














                                  SURVEY CONTROL DATA
                                
                             STATE=NV
                             [OCTOBER  6, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0661 ***********************************************************************
 KR0661  DESIGNATION -  001 1 1
 KR0661  PID         -  KR0661
 KR0661  STATE/COUNTY-  NV/CHURCHILL
 KR0661  USGS QUAD   -  EAGLE ROCK (1985)
 KR0661
 KR0661                         *CURRENT SURVEY CONTROL
 KR0661  ___________________________________________________________________
 KR0661* NAD 83(1986)-  39 44 26.     (N)    119 03 36.     (W)     SCALED    
 KR0661* NAVD 88     -      1232.708  (meters)    4044.31   (feet)  ADJUSTED  
 KR0661  ___________________________________________________________________
 KR0661  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 KR0661  DYNAMIC HT  -        1231.670 (meters)    4040.90  (feet)  COMP
 KR0661  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 KR0661
 KR0661  VERT ORDER  -  FIRST     CLASS II
 KR0661
 KR0661.The horizontal coordinates were scaled from a topographic map and have
 KR0661.an estimated accuracy of +/- 6 seconds.
 KR0661
 KR0661.The orthometric height was determined by differential leveling
 KR0661.and adjusted by the National Geodetic Survey in June 1991..
 KR0661.WARNING-Repeat measurements at this control monument indicate possible
 KR0661.vertical movement.
 KR0661
 KR0661.The geoid height was determined by GEOID03.
 KR0661
 KR0661.The dynamic height is computed by dividing the NAVD 88
 KR0661.geopotential number by the normal gravity value computed on the
 KR0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0661.degrees latitude (g = 980.6199 gals.).
 KR0661
 KR0661.The modeled gravity was interpolated from observed gravity values.
 KR0661
 KR0661;                    North         East    Units  Estimated Accuracy
 KR0661;SPC NV W     - 4,553,920.      759,150.      MT  (+/- 180 meters Scaled)
 KR0661
 KR0661                          SUPERSEDED SURVEY CONTROL
 KR0661
 KR0661  NGVD 29 (??/??/92) 1231.736  (m)         4041.12   (f) ADJ UNCH    1 2
 KR0661
 KR0661.Superseded values are not recommended for survey control.
 KR0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0661.See file dsdata.txt to determine how the superseded data were derived.
 KR0661
 KR0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE234009(NAD 83)
 KR0661_MARKER: DD = SURVEY DISK
 KR0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0661_SP_SET: CONCRETE POST
 KR0661_STAMPING: 001-1 1
 KR0661_MARK LOGO: NVDH  
 KR0661_PROJECTION: PROJECTING 5 CENTIMETERS
 KR0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0661+STABILITY: SURFACE MOTION
 KR0661
 KR0661  HISTORY     - Date     Condition        Report By
 KR0661  HISTORY     - UNK      MONUMENTED       NVDH
 KR0661  HISTORY     - 1958     GOOD             NGS
 KR0661  HISTORY     - 1986     GOOD             NGS
 KR0661
 KR0661                          STATION DESCRIPTION
 KR0661
 KR0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0661'4.15 MI SW FROM BRADY HOT SPRINGS.
 KR0661'4.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0661'119.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 104.0 FEET WEST
 KR0661'OF THE LYON-CHURCHILL COUNTY LINE SIGN, SET IN A ROUND CONCRETE POST
 KR0661'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 KR0661
 KR0661                          STATION RECOVERY (1986)
 KR0661
 KR0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0661'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0661'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0661'FERNLEY, THENCE 19.7 KM (12.3 MI) NORTHEAST ALONG I-80, 33.8 METERS
 KR0661'(111 FT) NORTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES, 41.4
 KR0661'METERS (136 FT) NORTHWEST AND ACROSS THE EASTBOUND LANES FROM MILE
 KR0661'POST 61, 11.3 METERS (37.0 FT) SOUTHWEST OF THE CENTER OF A TRACK
 KR0661'ROAD.
 KR0661'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR0661'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0669 ***********************************************************************
 KR0669  DESIGNATION -  001 1 11
 KR0669  PID         -  KR0669
 KR0669  STATE/COUNTY-  NV/CHURCHILL
 KR0669  USGS QUAD   -  HOT SPRINGS FLAT (1986)
 KR0669
 KR0669                         *CURRENT SURVEY CONTROL
 KR0669  ___________________________________________________________________
 KR0669* NAD 83(1986)-  39 47 39.     (N)    119 00 49.     (W)     SCALED    
 KR0669* NAVD 88     -      1249.370  (meters)    4098.97   (feet)  ADJUSTED  
 KR0669  ___________________________________________________________________
 KR0669  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 KR0669  DYNAMIC HT  -        1248.323 (meters)    4095.54  (feet)  COMP
 KR0669  MODELED GRAV-     979,745.7   (mgal)                       NAVD 88
 KR0669
 KR0669  VERT ORDER  -  SECOND    CLASS 0
 KR0669
 KR0669.The horizontal coordinates were scaled from a topographic map and have
 KR0669.an estimated accuracy of +/- 6 seconds.
 KR0669
 KR0669.The orthometric height was determined by differential leveling
 KR0669.and adjusted by the National Geodetic Survey in June 1991..
 KR0669
 KR0669.The geoid height was determined by GEOID03.
 KR0669
 KR0669.The dynamic height is computed by dividing the NAVD 88
 KR0669.geopotential number by the normal gravity value computed on the
 KR0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0669.degrees latitude (g = 980.6199 gals.).
 KR0669
 KR0669.The modeled gravity was interpolated from observed gravity values.
 KR0669
 KR0669;                    North         East    Units  Estimated Accuracy
 KR0669;SPC NV W     - 4,559,850.      763,150.      MT  (+/- 180 meters Scaled)
 KR0669
 KR0669                          SUPERSEDED SURVEY CONTROL
 KR0669
 KR0669  NGVD 29 (??/??/92) 1248.403  (m)         4095.80   (f) ADJ UNCH    2 0
 KR0669
 KR0669.Superseded values are not recommended for survey control.
 KR0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0669.See file dsdata.txt to determine how the superseded data were derived.
 KR0669
 KR0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE275068(NAD 83)
 KR0669_MARKER: DD = SURVEY DISK
 KR0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0669_STAMPING: 001-1 11
 KR0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0669+STABILITY: SURFACE MOTION
 KR0669
 KR0669  HISTORY     - Date     Condition        Report By
 KR0669  HISTORY     - UNK      MONUMENTED       NVDH
 KR0669  HISTORY     - 1958     GOOD             NGS
 KR0669
 KR0669                          STATION DESCRIPTION
 KR0669
 KR0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0669'0.4 MI NE FROM BRADY HOT SPRINGS.
 KR0669'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS, 123.0
 KR0669'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0669'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0670 ***********************************************************************
 KR0670  DESIGNATION -  001 1 12
 KR0670  PID         -  KR0670
 KR0670  STATE/COUNTY-  NV/CHURCHILL
 KR0670  USGS QUAD   -  HOT SPRINGS FLAT (1986)
 KR0670
 KR0670                         *CURRENT SURVEY CONTROL
 KR0670  ___________________________________________________________________
 KR0670* NAD 83(1986)-  39 48 04.     (N)    119 00 22.     (W)     SCALED    
 KR0670* NAVD 88     -      1261.620  (meters)    4139.16   (feet)  ADJUSTED  
 KR0670  ___________________________________________________________________
 KR0670  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 KR0670  DYNAMIC HT  -        1260.561 (meters)    4135.69  (feet)  COMP
 KR0670  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 KR0670
 KR0670  VERT ORDER  -  SECOND    CLASS 0
 KR0670
 KR0670.The horizontal coordinates were scaled from a topographic map and have
 KR0670.an estimated accuracy of +/- 6 seconds.
 KR0670
 KR0670.The orthometric height was determined by differential leveling
 KR0670.and adjusted by the National Geodetic Survey in June 1991..
 KR0670
 KR0670.The geoid height was determined by GEOID03.
 KR0670
 KR0670.The dynamic height is computed by dividing the NAVD 88
 KR0670.geopotential number by the normal gravity value computed on the
 KR0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0670.degrees latitude (g = 980.6199 gals.).
 KR0670
 KR0670.The modeled gravity was interpolated from observed gravity values.
 KR0670
 KR0670;                    North         East    Units  Estimated Accuracy
 KR0670;SPC NV W     - 4,560,620.      763,800.      MT  (+/- 180 meters Scaled)
 KR0670
 KR0670                          SUPERSEDED SURVEY CONTROL
 KR0670
 KR0670  NGVD 29 (??/??/92) 1260.651  (m)         4135.99   (f) ADJ UNCH    2 0
 KR0670
 KR0670.Superseded values are not recommended for survey control.
 KR0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0670.See file dsdata.txt to determine how the superseded data were derived.
 KR0670
 KR0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE282076(NAD 83)
 KR0670_MARKER: DD = SURVEY DISK
 KR0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0670_STAMPING: 001-1 12
 KR0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0670+STABILITY: SURFACE MOTION
 KR0670
 KR0670  HISTORY     - Date     Condition        Report By
 KR0670  HISTORY     - UNK      MONUMENTED       NVDH
 KR0670  HISTORY     - 1958     GOOD             NGS
 KR0670
 KR0670                          STATION DESCRIPTION
 KR0670
 KR0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0670'1.0 MI NE FROM BRADY HOT SPRINGS.
 KR0670'1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS, 111.0
 KR0670'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 92.0 FEET EAST OF THE
 KR0670'EAST CORNER OF A CONCRETE CULVERT, 69.0 FEET SOUTHEAST OF TELEPHONE
 KR0670'POLE NO. 1970, SET IN A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE
 KR0670'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0672 ***********************************************************************
 KR0672  DESIGNATION -  001 1 13 PRING
 KR0672  PID         -  KR0672
 KR0672  STATE/COUNTY-  NV/CHURCHILL
 KR0672  USGS QUAD   -  HOT SPRINGS FLAT (1986)
 KR0672
 KR0672                         *CURRENT SURVEY CONTROL
 KR0672  ___________________________________________________________________
 KR0672* NAD 83(1986)-  39 48 16.     (N)    119 00 14.     (W)     SCALED    
 KR0672* NAVD 88     -      1273.867  (meters)    4179.35   (feet)  ADJUSTED  
 KR0672  ___________________________________________________________________
 KR0672  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 KR0672  DYNAMIC HT  -        1272.796 (meters)    4175.83  (feet)  COMP
 KR0672  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 KR0672
 KR0672  VERT ORDER  -  SECOND    CLASS 0
 KR0672
 KR0672.The horizontal coordinates were scaled from a topographic map and have
 KR0672.an estimated accuracy of +/- 6 seconds.
 KR0672
 KR0672.The orthometric height was determined by differential leveling
 KR0672.and adjusted by the National Geodetic Survey in June 1991..
 KR0672
 KR0672.The geoid height was determined by GEOID03.
 KR0672
 KR0672.The dynamic height is computed by dividing the NAVD 88
 KR0672.geopotential number by the normal gravity value computed on the
 KR0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0672.degrees latitude (g = 980.6199 gals.).
 KR0672
 KR0672.The modeled gravity was interpolated from observed gravity values.
 KR0672
 KR0672;                    North         East    Units  Estimated Accuracy
 KR0672;SPC NV W     - 4,560,990.      763,990.      MT  (+/- 180 meters Scaled)
 KR0672
 KR0672                          SUPERSEDED SURVEY CONTROL
 KR0672
 KR0672  NGVD 29 (??/??/92) 1272.897  (m)         4176.16   (f) ADJ UNCH    2 0
 KR0672
 KR0672.Superseded values are not recommended for survey control.
 KR0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0672.See file dsdata.txt to determine how the superseded data were derived.
 KR0672
 KR0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE284079(NAD 83)
 KR0672_MARKER: DD = SURVEY DISK
 KR0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0672_STAMPING: 001-1 13 PRING 1958
 KR0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0672+STABILITY: SURFACE MOTION
 KR0672
 KR0672  HISTORY     - Date     Condition        Report By
 KR0672  HISTORY     - 1958     MONUMENTED       NVDH
 KR0672  HISTORY     - 1958     GOOD             NGS
 KR0672
 KR0672                          STATION DESCRIPTION
 KR0672
 KR0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0672'1.45 MI NE FROM BRADY HOT SPRINGS.
 KR0672'1.45 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0672'142.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 32.75 FEET
 KR0672'NORTH OF R.M. 1, 31.5 FEET EAST OF R.M. 2, 8.0 FEET NORTHWEST OF A
 KR0672'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE
 KR0672'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0460 ***********************************************************************
 KR0460  DESIGNATION -  001 1 16 RESET
 KR0460  PID         -  KR0460
 KR0460  STATE/COUNTY-  NV/CHURCHILL
 KR0460  USGS QUAD   -  DESERT PEAK (1986)
 KR0460
 KR0460                         *CURRENT SURVEY CONTROL
 KR0460  ___________________________________________________________________
 KR0460* NAD 83(1986)-  39 49 36.     (N)    118 58 42.     (W)     SCALED    
 KR0460* NAVD 88     -      1306.89   (meters)    4287.7    (feet)  RESET     
 KR0460  ___________________________________________________________________
 KR0460  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KR0460
 KR0460  VERT ORDER  -  THIRD
 KR0460
 KR0460.The horizontal coordinates were scaled from a topographic map and have
 KR0460.an estimated accuracy of +/- 6 seconds.
 KR0460
 KR0460.The orthometric height was computed from unverified reset data.
 KR0460
 KR0460.The geoid height was determined by GEOID03.
 KR0460
 KR0460;                    North         East    Units  Estimated Accuracy
 KR0460;SPC NV W     - 4,563,440.      766,190.      MT  (+/- 180 meters Scaled)
 KR0460
 KR0460                          SUPERSEDED SURVEY CONTROL
 KR0460
 KR0460.No superseded survey control is available for this station.
 KR0460
 KR0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE306103(NAD 83)
 KR0460_MARKER: DB = BENCH MARK DISK
 KR0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0460_STAMPING: 001-1 16 RESET 1962
 KR0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0460+STABILITY: SURFACE MOTION
 KR0460
 KR0460  HISTORY     - Date     Condition        Report By
 KR0460  HISTORY     - 1962     MONUMENTED       NVDH
 KR0460  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0460
 KR0460                          STATION DESCRIPTION
 KR0460
 KR0460'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 KR0460'3.4 MI NE FROM BRADYS HOT SPRINGS.
 KR0460'3.4 MILES NORTHEAST ALONG INTERSTATE 80 FROM BRADYS HOT SPRINGS, 88
 KR0460'FEET LEFT (NORTHWEST) OF THE WEST BOUND LANE AT ENGINEERS STA. OW
 KR0460'396+44 SET IN A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND
 KR0460'SURFACE.
 KR0460
 KR0460                          STATION RECOVERY (1986)
 KR0460
 KR0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0460'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0462 ***********************************************************************
 KR0462  DESIGNATION -  001 1 17 RESET
 KR0462  PID         -  KR0462
 KR0462  STATE/COUNTY-  NV/CHURCHILL
 KR0462  USGS QUAD   -  DESERT PEAK (1986)
 KR0462
 KR0462                         *CURRENT SURVEY CONTROL
 KR0462  ___________________________________________________________________
 KR0462* NAD 83(1986)-  39 49 46.     (N)    118 58 22.     (W)     SCALED    
 KR0462* NAVD 88     -      1313.204  (meters)    4308.40   (feet)  ADJUSTED  
 KR0462  ___________________________________________________________________
 KR0462  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KR0462  DYNAMIC HT  -        1312.092 (meters)    4304.76  (feet)  COMP
 KR0462  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 KR0462
 KR0462  VERT ORDER  -  FIRST     CLASS II
 KR0462
 KR0462.The horizontal coordinates were scaled from a topographic map and have
 KR0462.an estimated accuracy of +/- 6 seconds.
 KR0462
 KR0462.The orthometric height was determined by differential leveling
 KR0462.and adjusted by the National Geodetic Survey in June 1991..
 KR0462
 KR0462.The geoid height was determined by GEOID03.
 KR0462
 KR0462.The dynamic height is computed by dividing the NAVD 88
 KR0462.geopotential number by the normal gravity value computed on the
 KR0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0462.degrees latitude (g = 980.6199 gals.).
 KR0462
 KR0462.The modeled gravity was interpolated from observed gravity values.
 KR0462
 KR0462;                    North         East    Units  Estimated Accuracy
 KR0462;SPC NV W     - 4,563,750.      766,670.      MT  (+/- 180 meters Scaled)
 KR0462
 KR0462                          SUPERSEDED SURVEY CONTROL
 KR0462
 KR0462.No superseded survey control is available for this station.
 KR0462
 KR0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE311106(NAD 83)
 KR0462_MARKER: DD = SURVEY DISK
 KR0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0462_SP_SET: CONCRETE POST
 KR0462_STAMPING: 001-1 17 RESET 1962
 KR0462_MARK LOGO: NVDH  
 KR0462_PROJECTION: PROJECTING 15 CENTIMETERS
 KR0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0462+STABILITY: SURFACE MOTION
 KR0462
 KR0462  HISTORY     - Date     Condition        Report By
 KR0462  HISTORY     - 1962     MONUMENTED       NVDH
 KR0462  HISTORY     - 1986     GOOD             NGS
 KR0462
 KR0462                          STATION DESCRIPTION
 KR0462
 KR0462'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 KR0462'3.7 MI NE FROM BRADYS HOT SPRINGS.
 KR0462'3.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM BRADYS HOT SPRINGS, 86
 KR0462'FEET LEFT (NORTHWEST) OF THE WESTBOUND LANE AT ENGINEERS STA. OW
 KR0462'414+01, SET IN A ROUND CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND
 KR0462'SURFACE.
 KR0462
 KR0462                          STATION RECOVERY (1986)
 KR0462
 KR0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0462'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0462'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0462'FERNLEY, THENCE 32.3 KM (20.1 MI) NORTHEAST ALONG I-80, 0.19 KM
 KR0462'(0.12 MI) SOUTHWEST OF MILE POST 69, 25.9 METERS (85.0 FT) NORTHWEST
 KR0462'OF THE CENTERLINE OF THE WESTBOUND LANES, 35.1 METERS (115 FT)
 KR0462'SOUTHEAST OF A FENCE.
 KR0462'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0462'THE MARK IS 1.2 M ABOVE THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0463 ***********************************************************************
 KR0463  DESIGNATION -  001 1 18
 KR0463  PID         -  KR0463
 KR0463  STATE/COUNTY-  NV/CHURCHILL
 KR0463  USGS QUAD   -  DESERT PEAK (1986)
 KR0463
 KR0463                         *CURRENT SURVEY CONTROL
 KR0463  ___________________________________________________________________
 KR0463* NAD 83(1986)-  39 50 02.     (N)    118 57 49.     (W)     SCALED    
 KR0463* NAVD 88     -      1313.540  (meters)    4309.51   (feet)  ADJUSTED  
 KR0463  ___________________________________________________________________
 KR0463  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 KR0463  DYNAMIC HT  -        1312.422 (meters)    4305.84  (feet)  COMP
 KR0463  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 KR0463
 KR0463  VERT ORDER  -  SECOND    CLASS 0
 KR0463
 KR0463.The horizontal coordinates were scaled from a topographic map and have
 KR0463.an estimated accuracy of +/- 6 seconds.
 KR0463
 KR0463.The orthometric height was determined by differential leveling
 KR0463.and adjusted by the National Geodetic Survey in June 1991..
 KR0463
 KR0463.The geoid height was determined by GEOID03.
 KR0463
 KR0463.The dynamic height is computed by dividing the NAVD 88
 KR0463.geopotential number by the normal gravity value computed on the
 KR0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0463.degrees latitude (g = 980.6199 gals.).
 KR0463
 KR0463.The modeled gravity was interpolated from observed gravity values.
 KR0463
 KR0463;                    North         East    Units  Estimated Accuracy
 KR0463;SPC NV W     - 4,564,240.      767,450.      MT  (+/- 180 meters Scaled)
 KR0463
 KR0463                          SUPERSEDED SURVEY CONTROL
 KR0463
 KR0463  NGVD 29 (??/??/92) 1312.55   (m)         4306.3    (f) COMPUTED    2 0
 KR0463
 KR0463.Superseded values are not recommended for survey control.
 KR0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0463.See file dsdata.txt to determine how the superseded data were derived.
 KR0463
 KR0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE319111(NAD 83)
 KR0463_MARKER: DD = SURVEY DISK
 KR0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0463_STAMPING: 001-1 18
 KR0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0463+STABILITY: SURFACE MOTION
 KR0463
 KR0463  HISTORY     - Date     Condition        Report By
 KR0463  HISTORY     - UNK      MONUMENTED       NVDH
 KR0463  HISTORY     - 1958     GOOD             NGS
 KR0463  HISTORY     - 1962     MARK NOT FOUND   NVDH
 KR0463
 KR0463                          STATION DESCRIPTION
 KR0463
 KR0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0463'4.25 MI NE FROM BRADY HOT SPRINGS.
 KR0463'4.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0463'229.0 FEET NORTHWEST OF THE NORTHEAST END OF A CONCRETE CULVERT, 129.0
 KR0463'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0463'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 KR0463
 KR0463                          STATION RECOVERY (1962)
 KR0463
 KR0463'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 KR0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0464 ***********************************************************************
 KR0464  DESIGNATION -  001 1 18 RESET
 KR0464  PID         -  KR0464
 KR0464  STATE/COUNTY-  NV/CHURCHILL
 KR0464  USGS QUAD   -  DESERT PEAK (1986)
 KR0464
 KR0464                         *CURRENT SURVEY CONTROL
 KR0464  ___________________________________________________________________
 KR0464* NAD 83(1986)-  39 50 03.     (N)    118 57 50.     (W)     SCALED    
 KR0464* NAVD 88     -      1313.286  (meters)    4308.67   (feet)  ADJUSTED  
 KR0464  ___________________________________________________________________
 KR0464  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 KR0464  DYNAMIC HT  -        1312.168 (meters)    4305.00  (feet)  COMP
 KR0464  MODELED GRAV-     979,729.5   (mgal)                       NAVD 88
 KR0464
 KR0464  VERT ORDER  -  FIRST     CLASS II
 KR0464
 KR0464.The horizontal coordinates were scaled from a topographic map and have
 KR0464.an estimated accuracy of +/- 6 seconds.
 KR0464
 KR0464.The orthometric height was determined by differential leveling
 KR0464.and adjusted by the National Geodetic Survey in June 1991..
 KR0464
 KR0464.The geoid height was determined by GEOID03.
 KR0464
 KR0464.The dynamic height is computed by dividing the NAVD 88
 KR0464.geopotential number by the normal gravity value computed on the
 KR0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0464.degrees latitude (g = 980.6199 gals.).
 KR0464
 KR0464.The modeled gravity was interpolated from observed gravity values.
 KR0464
 KR0464;                    North         East    Units  Estimated Accuracy
 KR0464;SPC NV W     - 4,564,270.      767,430.      MT  (+/- 180 meters Scaled)
 KR0464
 KR0464                          SUPERSEDED SURVEY CONTROL
 KR0464
 KR0464.No superseded survey control is available for this station.
 KR0464
 KR0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE319111(NAD 83)
 KR0464_MARKER: DD = SURVEY DISK
 KR0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0464_SP_SET: CONCRETE POST
 KR0464_STAMPING: 001-1 18 RESET 1962
 KR0464_MARK LOGO: NVDH  
 KR0464_PROJECTION: PROJECTING 10 CENTIMETERS
 KR0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0464+STABILITY: SURFACE MOTION
 KR0464
 KR0464  HISTORY     - Date     Condition        Report By
 KR0464  HISTORY     - 1962     MONUMENTED       NVDH
 KR0464  HISTORY     - 1986     GOOD             NGS
 KR0464
 KR0464                          STATION DESCRIPTION
 KR0464
 KR0464'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 KR0464'4.25 MI NE FROM BRADYS HOT SPRINGS.
 KR0464'4.25 MILES NORTHEAST ALONG INTERSTATE 80 FROM BRADYS HOT SPRINGS, 80
 KR0464'FEET LEFT (NORTHWEST) OF THE WESTBOUND LANE AT ENGINEERS STA. OW
 KR0464'445+30, SET IN A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND
 KR0464'SURFACE.
 KR0464
 KR0464                          STATION RECOVERY (1986)
 KR0464
 KR0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0464'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0464'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0464'FERNLEY, THENCE 33.3 KM (20.7 MI) NORTHEAST ALONG I-80, 0.76 KM
 KR0464'(0.47 MI) NORTHEAST OF MILE POST 69, 24.4 METERS (80.0 FT) NORTHWEST
 KR0464'OF THE CENTERLINE OF THE WESTBOUND LANES, 36.6 METERS (120 FT)
 KR0464'SOUTHEAST OF A FENCE.
 KR0464'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR0464'THE MARK IS 2.2 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0465 ***********************************************************************
 KR0465  DESIGNATION -  001 1 19
 KR0465  PID         -  KR0465
 KR0465  STATE/COUNTY-  NV/CHURCHILL
 KR0465  USGS QUAD   -  DESERT PEAK (1986)
 KR0465
 KR0465                         *CURRENT SURVEY CONTROL
 KR0465  ___________________________________________________________________
 KR0465* NAD 83(1994)-  39 50 14.25262(N)    118 57 24.39802(W)     ADJUSTED  
 KR0465* NAVD 88     -      1322.081  (meters)    4337.53   (feet)  ADJUSTED  
 KR0465  ___________________________________________________________________
 KR0465  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 KR0465  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 KR0465  DYNAMIC HT  -        1320.957 (meters)    4333.84  (feet)  COMP
 KR0465  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 KR0465
 KR0465  HORZ ORDER  -  SECOND
 KR0465  VERT ORDER  -  SECOND    CLASS 0
 KR0465
 KR0465.The horizontal coordinates were established by classical geodetic methods
 KR0465.and adjusted by the National Geodetic Survey in June 1998..
 KR0465
 KR0465.The orthometric height was determined by differential leveling
 KR0465.and adjusted by the National Geodetic Survey in June 1991..
 KR0465
 KR0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0465
 KR0465.The geoid height was determined by GEOID03.
 KR0465
 KR0465.The dynamic height is computed by dividing the NAVD 88
 KR0465.geopotential number by the normal gravity value computed on the
 KR0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0465.degrees latitude (g = 980.6199 gals.).
 KR0465
 KR0465.The modeled gravity was interpolated from observed gravity values.
 KR0465
 KR0465;                    North         East     Units Scale Factor Converg.
 KR0465;SPC NV W     - 4,564,615.043   768,037.781   MT  0.99991257   -0 14 21.2
 KR0465;SPC NV W     -14,975,741.19  2,519,803.95   sFT  0.99991257   -0 14 21.2
 KR0465;UTM  11      - 4,411,530.465   332,568.415   MT  0.99994513   -1 15 13.8
 KR0465
 KR0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0465!SPC NV W     -   0.99979636  x   0.99991257  =   0.99970895
 KR0465!UTM  11      -   0.99979636  x   0.99994513  =   0.99974150
 KR0465
 KR0465                          SUPERSEDED SURVEY CONTROL
 KR0465
 KR0465  NAD 83(1986)-  39 50 14.25831(N)    118 57 24.39285(W) AD(       ) 2
 KR0465  NAD 27      -  39 50 14.58160(N)    118 57 20.81010(W) AD(       ) 2
 KR0465  NGVD 29 (??/??/92) 1321.10   (m)         4334.3    (f) COMPUTED    2 0
 KR0465
 KR0465.Superseded values are not recommended for survey control.
 KR0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0465.See file dsdata.txt to determine how the superseded data were derived.
 KR0465
 KR0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE3256811530(NAD 83)
 KR0465_MARKER: DD = SURVEY DISK
 KR0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0465_STAMPING: 001-1 19
 KR0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0465+STABILITY: SURFACE MOTION
 KR0465
 KR0465  HISTORY     - Date     Condition        Report By
 KR0465  HISTORY     - 1958     MONUMENTED       NVDH
 KR0465  HISTORY     - 1958     GOOD             NGS
 KR0465  HISTORY     - 1962     MARK NOT FOUND   NVDH
 KR0465
 KR0465                          STATION DESCRIPTION
 KR0465
 KR0465'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1958
 KR0465'STATION IS 4.6 MILES NORTHEAST FROM BRADY HOT SPRINGS, ON THE
 KR0465'CREST OF LOW RIDGE ON THE NORTHWEST SIDE OF U.S. HIGHWAY 40,
 KR0465'20 YARDS FROM THE EDGE OF THE CUT THROUGH WHICH THE HIGHWAY
 KR0465'PASSES.
 KR0465'
 KR0465'STATION MARK 001 - 1 19 IS A BRONZE DISK OF THE DEPARTMENT
 KR0465'OF HIGHWAYS, STATE OF NEVADA, SET IN A CONICAL TOPPED CONCRETE
 KR0465'POST, AND STAMPED 001 - 1 19.
 KR0465
 KR0465                          STATION RECOVERY (1958)
 KR0465
 KR0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KR0465'4.55 MI NE FROM BRADY HOT SPRINGS.
 KR0465'4.55 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0465'88.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 31.0 FEET
 KR0465'SOUTHEAST OF TRIANGULATION STATION BRADY 1957, SET IN A ROUND CONCRETE
 KR0465'POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 KR0465
 KR0465                          STATION RECOVERY (1962)
 KR0465
 KR0465'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 KR0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0466 ***********************************************************************
 KR0466  DESIGNATION -  001 1 19 RESET
 KR0466  PID         -  KR0466
 KR0466  STATE/COUNTY-  NV/CHURCHILL
 KR0466  USGS QUAD   -  DESERT PEAK (1986)
 KR0466
 KR0466                         *CURRENT SURVEY CONTROL
 KR0466  ___________________________________________________________________
 KR0466* NAD 83(1986)-  39 50 11.     (N)    118 57 29.     (W)     SCALED    
 KR0466* NAVD 88     -      1320.933  (meters)    4333.76   (feet)  ADJUSTED  
 KR0466  ___________________________________________________________________
 KR0466  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 KR0466  DYNAMIC HT  -        1319.809 (meters)    4330.07  (feet)  COMP
 KR0466  MODELED GRAV-     979,729.9   (mgal)                       NAVD 88
 KR0466
 KR0466  VERT ORDER  -  FIRST     CLASS II
 KR0466
 KR0466.The horizontal coordinates were scaled from a topographic map and have
 KR0466.an estimated accuracy of +/- 6 seconds.
 KR0466
 KR0466.The orthometric height was determined by differential leveling
 KR0466.and adjusted by the National Geodetic Survey in June 1991..
 KR0466
 KR0466.The geoid height was determined by GEOID03.
 KR0466
 KR0466.The dynamic height is computed by dividing the NAVD 88
 KR0466.geopotential number by the normal gravity value computed on the
 KR0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0466.degrees latitude (g = 980.6199 gals.).
 KR0466
 KR0466.The modeled gravity was interpolated from observed gravity values.
 KR0466
 KR0466;                    North         East    Units  Estimated Accuracy
 KR0466;SPC NV W     - 4,564,520.      767,930.      MT  (+/- 180 meters Scaled)
 KR0466
 KR0466                          SUPERSEDED SURVEY CONTROL
 KR0466
 KR0466.No superseded survey control is available for this station.
 KR0466
 KR0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE324114(NAD 83)
 KR0466_MARKER: DD = SURVEY DISK
 KR0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0466_SP_SET: CONCRETE POST
 KR0466_STAMPING: 001-1 19 RESET 1962
 KR0466_MARK LOGO: NVDH  
 KR0466_PROJECTION: PROJECTING 12 CENTIMETERS
 KR0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0466+STABILITY: SURFACE MOTION
 KR0466
 KR0466  HISTORY     - Date     Condition        Report By
 KR0466  HISTORY     - 1962     MONUMENTED       NVDH
 KR0466  HISTORY     - 1986     GOOD             NGS
 KR0466
 KR0466                          STATION DESCRIPTION
 KR0466
 KR0466'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 KR0466'4.55 MI NE FROM BRADYS HOT SPRINGS.
 KR0466'4.55 MILES NORTHEAST ALONG INTERSTATE 80 FROM BRADYS HOT SPRINGS, 150
 KR0466'FEET LEFT (NORTHWEST) OF THE WESTBOUND LANE AT ENGINEERS STA. OW
 KR0466'463+41, SET IN A ROUND CONCRETE POST PROJECTING 11 INCHES ABOVE GROUND
 KR0466'SURFACE.
 KR0466
 KR0466                          STATION RECOVERY (1986)
 KR0466
 KR0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0466'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0466'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0466'FERNLEY, THENCE 33.8 KM (21.0 MI) NORTHEAST ALONG I-80, 0.29 KM
 KR0466'(0.18 MI) SOUTHWEST OF MILE POST 70, AT THE CENTER AND ON TOP OF A
 KR0466'HIGHWAY CUT, 46.0 METERS (151 FT) NORTHWEST OF THE CENTERLINE OF THE
 KR0466'WESTBOUND LANES, 15.2 METERS (50.0 FT) SOUTHEAST OF A FENCE, 11.4
 KR0466'METERS (37.0 FT) NORTHWEST OF TRIANGULATION STATION MARK BRADY 2.
 KR0466'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR0466'THE MARK IS 4.5 M ABOVE THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0662 ***********************************************************************
 KR0662  DESIGNATION -  001 1 2
 KR0662  PID         -  KR0662
 KR0662  STATE/COUNTY-  NV/CHURCHILL
 KR0662  USGS QUAD   -  EAGLE ROCK (1985)
 KR0662
 KR0662                         *CURRENT SURVEY CONTROL
 KR0662  ___________________________________________________________________
 KR0662* NAD 83(1986)-  39 44 57.     (N)    119 03 07.     (W)     SCALED    
 KR0662* NAVD 88     -      1232.313  (meters)    4043.01   (feet)  ADJUSTED  
 KR0662  ___________________________________________________________________
 KR0662  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 KR0662  DYNAMIC HT  -        1231.278 (meters)    4039.62  (feet)  COMP
 KR0662  MODELED GRAV-     979,744.6   (mgal)                       NAVD 88
 KR0662
 KR0662  VERT ORDER  -  FIRST     CLASS II
 KR0662
 KR0662.The horizontal coordinates were scaled from a topographic map and have
 KR0662.an estimated accuracy of +/- 6 seconds.
 KR0662
 KR0662.The orthometric height was determined by differential leveling
 KR0662.and adjusted by the National Geodetic Survey in June 1991..
 KR0662.WARNING-Repeat measurements at this control monument indicate possible
 KR0662.vertical movement.
 KR0662
 KR0662.The geoid height was determined by GEOID03.
 KR0662
 KR0662.The dynamic height is computed by dividing the NAVD 88
 KR0662.geopotential number by the normal gravity value computed on the
 KR0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0662.degrees latitude (g = 980.6199 gals.).
 KR0662
 KR0662.The modeled gravity was interpolated from observed gravity values.
 KR0662
 KR0662;                    North         East    Units  Estimated Accuracy
 KR0662;SPC NV W     - 4,554,870.      759,840.      MT  (+/- 180 meters Scaled)
 KR0662
 KR0662                          SUPERSEDED SURVEY CONTROL
 KR0662
 KR0662  NGVD 29 (??/??/92) 1231.331  (m)         4039.79   (f) ADJ UNCH    1 2
 KR0662
 KR0662.Superseded values are not recommended for survey control.
 KR0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0662.See file dsdata.txt to determine how the superseded data were derived.
 KR0662
 KR0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE242019(NAD 83)
 KR0662_MARKER: DD = SURVEY DISK
 KR0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0662_SP_SET: CONCRETE POST
 KR0662_STAMPING: 001-1 2
 KR0662_MARK LOGO: NVDH  
 KR0662_PROJECTION: PROJECTING 5 CENTIMETERS
 KR0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0662+STABILITY: SURFACE MOTION
 KR0662
 KR0662  HISTORY     - Date     Condition        Report By
 KR0662  HISTORY     - UNK      MONUMENTED       NVDH
 KR0662  HISTORY     - 1958     GOOD             NGS
 KR0662  HISTORY     - 1986     GOOD             NGS
 KR0662
 KR0662                          STATION DESCRIPTION
 KR0662
 KR0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0662'3.4 MI SW FROM BRADY HOT SPRINGS.
 KR0662'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0662'107.0 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0662'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND SURFACE.
 KR0662
 KR0662                          STATION RECOVERY (1986)
 KR0662
 KR0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0662'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0662'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0662'FERNLEY, THENCE 20.9 KM (13.0 MI) NORTHEAST ALONG I-80, 0.46 KM
 KR0662'(0.29 MI) SOUTHWEST OF MILE POST 62, 31.5 METERS (103.5 FT) SOUTHEAST
 KR0662'OF THE CENTERLINE OF THE EASTBOUND LANES, 32.0 METERS (105 FT)
 KR0662'NORTHWEST OF A FENCE.
 KR0662'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR0662'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0472 ***********************************************************************
 KR0472  DESIGNATION -  001 1 20
 KR0472  PID         -  KR0472
 KR0472  STATE/COUNTY-  NV/CHURCHILL
 KR0472  USGS QUAD   -  DESERT PEAK (1986)
 KR0472
 KR0472                         *CURRENT SURVEY CONTROL
 KR0472  ___________________________________________________________________
 KR0472* NAD 83(1986)-  39 50 23.     (N)    118 57 01.     (W)     SCALED    
 KR0472* NAVD 88     -      1313.879  (meters)    4310.62   (feet)  ADJUSTED  
 KR0472  ___________________________________________________________________
 KR0472  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 KR0472  DYNAMIC HT  -        1312.768 (meters)    4306.97  (feet)  COMP
 KR0472  MODELED GRAV-     979,735.4   (mgal)                       NAVD 88
 KR0472
 KR0472  VERT ORDER  -  SECOND    CLASS 0
 KR0472
 KR0472.The horizontal coordinates were scaled from a topographic map and have
 KR0472.an estimated accuracy of +/- 6 seconds.
 KR0472
 KR0472.The orthometric height was determined by differential leveling
 KR0472.and adjusted by the National Geodetic Survey in June 1991..
 KR0472
 KR0472.The geoid height was determined by GEOID03.
 KR0472
 KR0472.The dynamic height is computed by dividing the NAVD 88
 KR0472.geopotential number by the normal gravity value computed on the
 KR0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0472.degrees latitude (g = 980.6199 gals.).
 KR0472
 KR0472.The modeled gravity was interpolated from observed gravity values.
 KR0472
 KR0472;                    North         East    Units  Estimated Accuracy
 KR0472;SPC NV W     - 4,564,880.      768,600.      MT  (+/- 180 meters Scaled)
 KR0472
 KR0472                          SUPERSEDED SURVEY CONTROL
 KR0472
 KR0472  NGVD 29 (??/??/92) 1312.902  (m)         4307.41   (f) ADJ UNCH    2 0
 KR0472
 KR0472.Superseded values are not recommended for survey control.
 KR0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0472.See file dsdata.txt to determine how the superseded data were derived.
 KR0472
 KR0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE331117(NAD 83)
 KR0472_MARKER: DD = SURVEY DISK
 KR0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0472_STAMPING: 001-1 20
 KR0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0472+STABILITY: SURFACE MOTION
 KR0472
 KR0472  HISTORY     - Date     Condition        Report By
 KR0472  HISTORY     - UNK      MONUMENTED       NVDH
 KR0472  HISTORY     - 1958     GOOD             NGS
 KR0472  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0472
 KR0472                          STATION DESCRIPTION
 KR0472
 KR0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0472'4.9 MI NE FROM BRADY HOT SPRINGS.
 KR0472'4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0472'168.0 FEET SOUTHEAST OF THE NORTHEAST END OF A CONCRETE CULVERT, 95.0
 KR0472'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 87.0 FEET NORTHWEST
 KR0472'OF A TELEPHONE POLE, SET IN A ROUND CONCRETE POST PROJECTING 6 INCHES
 KR0472'ABOVE GROUND SURFACE.
 KR0472
 KR0472                          STATION RECOVERY (1986)
 KR0472
 KR0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0472'NOT RECOVERED. BELIEVED DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0473 ***********************************************************************
 KR0473  DESIGNATION -  001 1 21
 KR0473  PID         -  KR0473
 KR0473  STATE/COUNTY-  NV/CHURCHILL
 KR0473  USGS QUAD   -  DESERT PEAK (1986)
 KR0473
 KR0473                         *CURRENT SURVEY CONTROL
 KR0473  ___________________________________________________________________
 KR0473* NAD 83(1986)-  39 50 37.     (N)    118 56 37.     (W)     SCALED    
 KR0473* NAVD 88     -      1302.618  (meters)    4273.67   (feet)  ADJUSTED  
 KR0473  ___________________________________________________________________
 KR0473  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 KR0473  DYNAMIC HT  -        1301.528 (meters)    4270.10  (feet)  COMP
 KR0473  MODELED GRAV-     979,743.5   (mgal)                       NAVD 88
 KR0473
 KR0473  VERT ORDER  -  SECOND    CLASS 0
 KR0473
 KR0473.The horizontal coordinates were scaled from a topographic map and have
 KR0473.an estimated accuracy of +/- 6 seconds.
 KR0473
 KR0473.The orthometric height was determined by differential leveling
 KR0473.and adjusted by the National Geodetic Survey in June 1991..
 KR0473
 KR0473.The geoid height was determined by GEOID03.
 KR0473
 KR0473.The dynamic height is computed by dividing the NAVD 88
 KR0473.geopotential number by the normal gravity value computed on the
 KR0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0473.degrees latitude (g = 980.6199 gals.).
 KR0473
 KR0473.The modeled gravity was interpolated from observed gravity values.
 KR0473
 KR0473;                    North         East    Units  Estimated Accuracy
 KR0473;SPC NV W     - 4,565,310.      769,170.      MT  (+/- 180 meters Scaled)
 KR0473
 KR0473                          SUPERSEDED SURVEY CONTROL
 KR0473
 KR0473  NGVD 29 (??/??/92) 1301.65   (m)         4270.5    (f) COMPUTED    2 0
 KR0473
 KR0473.Superseded values are not recommended for survey control.
 KR0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0473.See file dsdata.txt to determine how the superseded data were derived.
 KR0473
 KR0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE337122(NAD 83)
 KR0473_MARKER: DD = SURVEY DISK
 KR0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0473_STAMPING: 001-1 21
 KR0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0473+STABILITY: SURFACE MOTION
 KR0473
 KR0473  HISTORY     - Date     Condition        Report By
 KR0473  HISTORY     - UNK      MONUMENTED       NVDH
 KR0473  HISTORY     - 1958     GOOD             NGS
 KR0473  HISTORY     - 1962     MARK NOT FOUND   NVDH
 KR0473
 KR0473                          STATION DESCRIPTION
 KR0473
 KR0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0473'5.25 MI NE FROM BRADY HOT SPRINGS.
 KR0473'5.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0473'142.0 FEET NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE CULVERT,
 KR0473'139.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0473'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND SURFACE.
 KR0473
 KR0473                          STATION RECOVERY (1962)
 KR0473
 KR0473'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 KR0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0474 ***********************************************************************
 KR0474  DESIGNATION -  001 1 21 RESET
 KR0474  PID         -  KR0474
 KR0474  STATE/COUNTY-  NV/CHURCHILL
 KR0474  USGS QUAD   -  DESERT PEAK (1986)
 KR0474
 KR0474                         *CURRENT SURVEY CONTROL
 KR0474  ___________________________________________________________________
 KR0474* NAD 83(1986)-  39 50 37.     (N)    118 56 37.     (W)     SCALED    
 KR0474* NAVD 88     -      1302.515  (meters)    4273.33   (feet)  ADJUSTED  
 KR0474  ___________________________________________________________________
 KR0474  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 KR0474  DYNAMIC HT  -        1301.424 (meters)    4269.76  (feet)  COMP
 KR0474  MODELED GRAV-     979,743.5   (mgal)                       NAVD 88
 KR0474
 KR0474  VERT ORDER  -  FIRST     CLASS II
 KR0474
 KR0474.The horizontal coordinates were scaled from a topographic map and have
 KR0474.an estimated accuracy of +/- 6 seconds.
 KR0474
 KR0474.The orthometric height was determined by differential leveling
 KR0474.and adjusted by the National Geodetic Survey in June 1991..
 KR0474
 KR0474.The geoid height was determined by GEOID03.
 KR0474
 KR0474.The dynamic height is computed by dividing the NAVD 88
 KR0474.geopotential number by the normal gravity value computed on the
 KR0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0474.degrees latitude (g = 980.6199 gals.).
 KR0474
 KR0474.The modeled gravity was interpolated from observed gravity values.
 KR0474
 KR0474;                    North         East    Units  Estimated Accuracy
 KR0474;SPC NV W     - 4,565,310.      769,170.      MT  (+/- 180 meters Scaled)
 KR0474
 KR0474                          SUPERSEDED SURVEY CONTROL
 KR0474
 KR0474.No superseded survey control is available for this station.
 KR0474
 KR0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE337122(NAD 83)
 KR0474_MARKER: DD = SURVEY DISK
 KR0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0474_SP_SET: CONCRETE POST
 KR0474_STAMPING: 001-1 21 RESET 1962
 KR0474_MARK LOGO: NVDH  
 KR0474_PROJECTION: PROJECTING 15 CENTIMETERS
 KR0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0474+STABILITY: SURFACE MOTION
 KR0474
 KR0474  HISTORY     - Date     Condition        Report By
 KR0474  HISTORY     - 1962     MONUMENTED       NVDH
 KR0474  HISTORY     - 1986     GOOD             NGS
 KR0474
 KR0474                          STATION DESCRIPTION
 KR0474
 KR0474'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 KR0474'5.25 MI NE FROM BRADYS HOT SPRINGS.
 KR0474'5.25 MILES NORTHEAST ALONG INTERSTATE 80 FROM BRADYS HOT SPRINGS, 66
 KR0474'FEET LEFT (NORTHWEST) OF THE WESTBOUND LANE OF ENGINEERS STA. OW
 KR0474'510+06, SET IN A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND
 KR0474'SURFACE.
 KR0474
 KR0474                          STATION RECOVERY (1986)
 KR0474
 KR0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0474'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0474'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0474'FERNLEY, THENCE 35.2 KM (21.9 MI) NORTHEAST ALONG I-80, 0.48 KM
 KR0474'(0.30 MI) SOUTHWEST OF MILE POST 71, 20.1 METERS (66.0 FT) NORTHWEST
 KR0474'OF THE CENTERLINE OF THE WESTBOUND LANES, 40.8 METERS (134 FT)
 KR0474'SOUTHEAST OF A FENCE, 28.3 METERS (93.0 FT) NORTHEAST OF A 24-INCH
 KR0474'CULVERT.
 KR0474'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0474'THE MARK IS 1.2 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0476 ***********************************************************************
 KR0476  DESIGNATION -  001 1 22 RESET
 KR0476  PID         -  KR0476
 KR0476  STATE/COUNTY-  NV/CHURCHILL
 KR0476  USGS QUAD   -  DESERT PEAK (1986)
 KR0476
 KR0476                         *CURRENT SURVEY CONTROL
 KR0476  ___________________________________________________________________
 KR0476* NAD 83(1986)-  39 50 51.     (N)    118 56 08.     (W)     SCALED    
 KR0476* NAVD 88     -      1294.37   (meters)    4246.6    (feet)  RESET     
 KR0476  ___________________________________________________________________
 KR0476  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 KR0476
 KR0476  VERT ORDER  -  THIRD
 KR0476
 KR0476.The horizontal coordinates were scaled from a topographic map and have
 KR0476.an estimated accuracy of +/- 6 seconds.
 KR0476
 KR0476.The orthometric height was computed from unverified reset data.
 KR0476
 KR0476.The geoid height was determined by GEOID03.
 KR0476
 KR0476;                    North         East    Units  Estimated Accuracy
 KR0476;SPC NV W     - 4,565,740.      769,860.      MT  (+/- 180 meters Scaled)
 KR0476
 KR0476                          SUPERSEDED SURVEY CONTROL
 KR0476
 KR0476.No superseded survey control is available for this station.
 KR0476
 KR0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE344126(NAD 83)
 KR0476_MARKER: DD = SURVEY DISK
 KR0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0476_STAMPING: 001-1 22 RESET 1962
 KR0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0476+STABILITY: SURFACE MOTION
 KR0476
 KR0476  HISTORY     - Date     Condition        Report By
 KR0476  HISTORY     - 1962     MONUMENTED       NVDH
 KR0476  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0476
 KR0476                          STATION DESCRIPTION
 KR0476
 KR0476'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 KR0476'5.7 MI NE FROM BRADYS HOT SPRINGS.
 KR0476'5.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM BRADYS HOT SPRINGS, 75
 KR0476'FEET LEFT (NORTHWEST) OF THE WEST BOUND LANE AT ENGINEERS STA. OW
 KR0476'535+63, SET IN A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND
 KR0476'SURFACE.
 KR0476
 KR0476                          STATION RECOVERY (1986)
 KR0476
 KR0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0476'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0481 ***********************************************************************
 KR0481  DESIGNATION -  001 1 23 RESET
 KR0481  PID         -  KR0481
 KR0481  STATE/COUNTY-  NV/CHURCHILL
 KR0481  USGS QUAD   -  DESERT PEAK (1986)
 KR0481
 KR0481                         *CURRENT SURVEY CONTROL
 KR0481  ___________________________________________________________________
 KR0481* NAD 83(1986)-  39 51 07.     (N)    118 55 34.     (W)     SCALED    
 KR0481* NAVD 88     -      1282.34   (meters)    4207.1    (feet)  RESET     
 KR0481  ___________________________________________________________________
 KR0481  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 KR0481
 KR0481  VERT ORDER  -  THIRD
 KR0481
 KR0481.The horizontal coordinates were scaled from a topographic map and have
 KR0481.an estimated accuracy of +/- 6 seconds.
 KR0481
 KR0481.The orthometric height was computed from unverified reset data.
 KR0481
 KR0481.The geoid height was determined by GEOID03.
 KR0481
 KR0481;                    North         East    Units  Estimated Accuracy
 KR0481;SPC NV W     - 4,566,230.      770,670.      MT  (+/- 180 meters Scaled)
 KR0481
 KR0481                          SUPERSEDED SURVEY CONTROL
 KR0481
 KR0481.No superseded survey control is available for this station.
 KR0481
 KR0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE352131(NAD 83)
 KR0481_MARKER: DD = SURVEY DISK
 KR0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0481_STAMPING: 001-1 23 RESET 1962
 KR0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0481+STABILITY: SURFACE MOTION
 KR0481
 KR0481  HISTORY     - Date     Condition        Report By
 KR0481  HISTORY     - 1962     MONUMENTED       NVDH
 KR0481  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0481
 KR0481                          STATION DESCRIPTION
 KR0481
 KR0481'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 KR0481'6.55 MI NE FROM BRADYS HOT SPRINGS.
 KR0481'6.55 MILES NORTHEAST ALONG INTERSTATE 80 FROM BRADYS HOT SPRINGS, 58
 KR0481'FEET LEFT (NORTHWESTERLY) FROM THE WESTBOUND LANE, SET IN A ROUND
 KR0481'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND SURFACE.
 KR0481
 KR0481                          STATION RECOVERY (1986)
 KR0481
 KR0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0481'NOT RECOVERED.  A CONCRETE POST WITH A DISK STEM WAS RECOVERED AT THE
 KR0481'DESCRIBED LOCATION, BUT THE DISK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0482 ***********************************************************************
 KR0482  DESIGNATION -  001 1 24
 KR0482  PID         -  KR0482
 KR0482  STATE/COUNTY-  NV/CHURCHILL
 KR0482  USGS QUAD   -  DESERT PEAK (1986)
 KR0482
 KR0482                         *CURRENT SURVEY CONTROL
 KR0482  ___________________________________________________________________
 KR0482* NAD 83(1986)-  39 51 19.     (N)    118 55 04.     (W)     SCALED    
 KR0482* NAVD 88     -      1282.921  (meters)    4209.05   (feet)  ADJUSTED  
 KR0482  ___________________________________________________________________
 KR0482  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 KR0482  DYNAMIC HT  -        1281.854 (meters)    4205.55  (feet)  COMP
 KR0482  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 KR0482
 KR0482  VERT ORDER  -  SECOND    CLASS 0
 KR0482
 KR0482.The horizontal coordinates were scaled from a topographic map and have
 KR0482.an estimated accuracy of +/- 6 seconds.
 KR0482
 KR0482.The orthometric height was determined by differential leveling
 KR0482.and adjusted by the National Geodetic Survey in June 1991..
 KR0482
 KR0482.The geoid height was determined by GEOID03.
 KR0482
 KR0482.The dynamic height is computed by dividing the NAVD 88
 KR0482.geopotential number by the normal gravity value computed on the
 KR0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0482.degrees latitude (g = 980.6199 gals.).
 KR0482
 KR0482.The modeled gravity was interpolated from observed gravity values.
 KR0482
 KR0482;                    North         East    Units  Estimated Accuracy
 KR0482;SPC NV W     - 4,566,600.      771,380.      MT  (+/- 180 meters Scaled)
 KR0482
 KR0482                          SUPERSEDED SURVEY CONTROL
 KR0482
 KR0482  NGVD 29 (??/??/92) 1281.969  (m)         4205.93   (f) ADJ UNCH    2 0
 KR0482
 KR0482.Superseded values are not recommended for survey control.
 KR0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0482.See file dsdata.txt to determine how the superseded data were derived.
 KR0482
 KR0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE359134(NAD 83)
 KR0482_MARKER: DD = SURVEY DISK
 KR0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0482_STAMPING: 001-1 24
 KR0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0482+STABILITY: SURFACE MOTION
 KR0482
 KR0482  HISTORY     - Date     Condition        Report By
 KR0482  HISTORY     - UNK      MONUMENTED       NVDH
 KR0482  HISTORY     - 1958     GOOD             NGS
 KR0482  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0482
 KR0482                          STATION DESCRIPTION
 KR0482
 KR0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0482'7.0 MI NE FROM BRADY HOT SPRINGS.
 KR0482'7.0 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0482'103.0 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0482'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE, AND ABOUT 10
 KR0482'FEET HIGHER THAN THE HIGHWAY.
 KR0482
 KR0482                          STATION RECOVERY (1986)
 KR0482
 KR0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0482'NOT RECOVERED. BELIEVED DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0485 ***********************************************************************
 KR0485  DESIGNATION -  001 1 25
 KR0485  PID         -  KR0485
 KR0485  STATE/COUNTY-  NV/CHURCHILL
 KR0485  USGS QUAD   -  DESERT PEAK (1986)
 KR0485
 KR0485                         *CURRENT SURVEY CONTROL
 KR0485  ___________________________________________________________________
 KR0485* NAD 83(1986)-  39 51 54.     (N)    118 53 59.     (W)     SCALED    
 KR0485* NAVD 88     -      1271.637  (meters)    4172.03   (feet)  ADJUSTED  
 KR0485  ___________________________________________________________________
 KR0485  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 KR0485  DYNAMIC HT  -        1270.584 (meters)    4168.57  (feet)  COMP
 KR0485  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 KR0485
 KR0485  VERT ORDER  -  SECOND    CLASS 0
 KR0485
 KR0485.The horizontal coordinates were scaled from a topographic map and have
 KR0485.an estimated accuracy of +/- 6 seconds.
 KR0485
 KR0485.The orthometric height was determined by differential leveling
 KR0485.and adjusted by the National Geodetic Survey in June 1991..
 KR0485
 KR0485.The geoid height was determined by GEOID03.
 KR0485
 KR0485.The dynamic height is computed by dividing the NAVD 88
 KR0485.geopotential number by the normal gravity value computed on the
 KR0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0485.degrees latitude (g = 980.6199 gals.).
 KR0485
 KR0485.The modeled gravity was interpolated from observed gravity values.
 KR0485
 KR0485;                    North         East    Units  Estimated Accuracy
 KR0485;SPC NV W     - 4,567,670.      772,930.      MT  (+/- 180 meters Scaled)
 KR0485
 KR0485                          SUPERSEDED SURVEY CONTROL
 KR0485
 KR0485  NGVD 29 (??/??/92) 1270.69   (m)         4168.9    (f) COMPUTED    2 0
 KR0485
 KR0485.Superseded values are not recommended for survey control.
 KR0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0485.See file dsdata.txt to determine how the superseded data were derived.
 KR0485
 KR0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE375145(NAD 83)
 KR0485_MARKER: DD = SURVEY DISK
 KR0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0485_STAMPING: 001-1 25
 KR0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0485+STABILITY: SURFACE MOTION
 KR0485
 KR0485  HISTORY     - Date     Condition        Report By
 KR0485  HISTORY     - UNK      MONUMENTED       NVDH
 KR0485  HISTORY     - 1958     GOOD             NGS
 KR0485  HISTORY     - 1962     MARK NOT FOUND   NVDH
 KR0485
 KR0485                          STATION DESCRIPTION
 KR0485
 KR0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0485'8.15 MI NE FROM BRADY HOT SPRINGS.
 KR0485'8.15 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0485'189.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE CULVERT,
 KR0485'126.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0485'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND SURFACE.
 KR0485
 KR0485                          STATION RECOVERY (1962)
 KR0485
 KR0485'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 KR0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0486 ***********************************************************************
 KR0486  DESIGNATION -  001 1 25 RESET
 KR0486  PID         -  KR0486
 KR0486  STATE/COUNTY-  NV/CHURCHILL
 KR0486  USGS QUAD   -  DESERT PEAK (1986)
 KR0486
 KR0486                         *CURRENT SURVEY CONTROL
 KR0486  ___________________________________________________________________
 KR0486* NAD 83(1986)-  39 51 53.     (N)    118 54 00.     (W)     SCALED    
 KR0486* NAVD 88     -      1272.208  (meters)    4173.90   (feet)  ADJUSTED  
 KR0486  ___________________________________________________________________
 KR0486  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 KR0486  DYNAMIC HT  -        1271.155 (meters)    4170.45  (feet)  COMP
 KR0486  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 KR0486
 KR0486  VERT ORDER  -  FIRST     CLASS II
 KR0486
 KR0486.The horizontal coordinates were scaled from a topographic map and have
 KR0486.an estimated accuracy of +/- 6 seconds.
 KR0486
 KR0486.The orthometric height was determined by differential leveling
 KR0486.and adjusted by the National Geodetic Survey in June 1991..
 KR0486
 KR0486.The geoid height was determined by GEOID03.
 KR0486
 KR0486.The dynamic height is computed by dividing the NAVD 88
 KR0486.geopotential number by the normal gravity value computed on the
 KR0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0486.degrees latitude (g = 980.6199 gals.).
 KR0486
 KR0486.The modeled gravity was interpolated from observed gravity values.
 KR0486
 KR0486;                    North         East    Units  Estimated Accuracy
 KR0486;SPC NV W     - 4,567,640.      772,910.      MT  (+/- 180 meters Scaled)
 KR0486
 KR0486                          SUPERSEDED SURVEY CONTROL
 KR0486
 KR0486.No superseded survey control is available for this station.
 KR0486
 KR0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE374144(NAD 83)
 KR0486_MARKER: DD = SURVEY DISK
 KR0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0486_SP_SET: CONCRETE POST
 KR0486_STAMPING: 001-1 25 RESET 1962
 KR0486_MARK LOGO: NVDH  
 KR0486_PROJECTION: PROJECTING 15 CENTIMETERS
 KR0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0486+STABILITY: SURFACE MOTION
 KR0486
 KR0486  HISTORY     - Date     Condition        Report By
 KR0486  HISTORY     - 1962     MONUMENTED       NVDH
 KR0486  HISTORY     - 1986     GOOD             NGS
 KR0486
 KR0486                          STATION DESCRIPTION
 KR0486
 KR0486'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 KR0486'8.15 MI NE FROM BRADYS HOT SPRINGS.
 KR0486'8.15 MILES NORTHEAST ALONG INTERSTATE 80 FROM BRADYS HOT SPRINGS, 60
 KR0486'FEET LEFT (NORTHWESTERLY) OF THE WESTBOUND LANE AT ENGINEERS STA. OW
 KR0486'650+76, SET IN A ROUND CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND
 KR0486'SURFACE.
 KR0486
 KR0486                          STATION RECOVERY (1986)
 KR0486
 KR0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0486'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0486'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0486'FERNLEY, THENCE 39.5 KM (24.6 MI) NORTHEAST ALONG I-80, 0.59 KM (0.37
 KR0486'MI) NORTHEAST OF MILEPOST 73, 18.3 METERS (60.0 FT) NORTHWEST OF THE
 KR0486'CENTERLINE OF THE WESTBOUND LANES, 42.8 METERS (140 FT) SOUTHEAST OF A
 KR0486'FENCE.
 KR0486'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0486'THE MARK IS 2.0 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0487 ***********************************************************************
 KR0487  DESIGNATION -  001 1 26
 KR0487  PID         -  KR0487
 KR0487  STATE/COUNTY-  NV/CHURCHILL
 KR0487  USGS QUAD   -  DESERT PEAK (1986)
 KR0487
 KR0487                         *CURRENT SURVEY CONTROL
 KR0487  ___________________________________________________________________
 KR0487* NAD 83(1986)-  39 52 03.     (N)    118 53 39.     (W)     SCALED    
 KR0487* NAVD 88     -      1274.284  (meters)    4180.71   (feet)  ADJUSTED  
 KR0487  ___________________________________________________________________
 KR0487  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 KR0487  DYNAMIC HT  -        1273.231 (meters)    4177.26  (feet)  COMP
 KR0487  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 KR0487
 KR0487  VERT ORDER  -  SECOND    CLASS 0
 KR0487
 KR0487.The horizontal coordinates were scaled from a topographic map and have
 KR0487.an estimated accuracy of +/- 6 seconds.
 KR0487
 KR0487.The orthometric height was determined by differential leveling
 KR0487.and adjusted by the National Geodetic Survey in June 1991..
 KR0487
 KR0487.The geoid height was determined by GEOID03.
 KR0487
 KR0487.The dynamic height is computed by dividing the NAVD 88
 KR0487.geopotential number by the normal gravity value computed on the
 KR0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0487.degrees latitude (g = 980.6199 gals.).
 KR0487
 KR0487.The modeled gravity was interpolated from observed gravity values.
 KR0487
 KR0487;                    North         East    Units  Estimated Accuracy
 KR0487;SPC NV W     - 4,567,950.      773,410.      MT  (+/- 180 meters Scaled)
 KR0487
 KR0487                          SUPERSEDED SURVEY CONTROL
 KR0487
 KR0487  NGVD 29 (??/??/92) 1273.34   (m)         4177.6    (f) COMPUTED    2 0
 KR0487
 KR0487.Superseded values are not recommended for survey control.
 KR0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0487.See file dsdata.txt to determine how the superseded data were derived.
 KR0487
 KR0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE379147(NAD 83)
 KR0487_MARKER: DD = SURVEY DISK
 KR0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0487_STAMPING: 001-1 26
 KR0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0487+STABILITY: SURFACE MOTION
 KR0487
 KR0487  HISTORY     - Date     Condition        Report By
 KR0487  HISTORY     - UNK      MONUMENTED       NVDH
 KR0487  HISTORY     - 1958     GOOD             NGS
 KR0487  HISTORY     - 1962     MARK NOT FOUND   NVDH
 KR0487
 KR0487                          STATION DESCRIPTION
 KR0487
 KR0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0487'8.4 MI NE FROM BRADY HOT SPRINGS.
 KR0487'8.4 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0487'147.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0487'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE, AND ABOUT 8
 KR0487'FEET HIGHER THAN THE HIGHWAY.
 KR0487
 KR0487                          STATION RECOVERY (1962)
 KR0487
 KR0487'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 KR0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0488 ***********************************************************************
 KR0488  DESIGNATION -  001 1 26 RESET
 KR0488  PID         -  KR0488
 KR0488  STATE/COUNTY-  NV/CHURCHILL
 KR0488  USGS QUAD   -  DESERT PEAK (1986)
 KR0488
 KR0488                         *CURRENT SURVEY CONTROL
 KR0488  ___________________________________________________________________
 KR0488* NAD 83(1986)-  39 52 04.     (N)    118 53 39.     (W)     SCALED    
 KR0488* NAVD 88     -      1274.620  (meters)    4181.82   (feet)  ADJUSTED  
 KR0488  ___________________________________________________________________
 KR0488  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 KR0488  DYNAMIC HT  -        1273.568 (meters)    4178.36  (feet)  COMP
 KR0488  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 KR0488
 KR0488  VERT ORDER  -  FIRST     CLASS II
 KR0488
 KR0488.The horizontal coordinates were scaled from a topographic map and have
 KR0488.an estimated accuracy of +/- 6 seconds.
 KR0488
 KR0488.The orthometric height was determined by differential leveling
 KR0488.and adjusted by the National Geodetic Survey in June 1991..
 KR0488
 KR0488.The geoid height was determined by GEOID03.
 KR0488
 KR0488.The dynamic height is computed by dividing the NAVD 88
 KR0488.geopotential number by the normal gravity value computed on the
 KR0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0488.degrees latitude (g = 980.6199 gals.).
 KR0488
 KR0488.The modeled gravity was interpolated from observed gravity values.
 KR0488
 KR0488;                    North         East    Units  Estimated Accuracy
 KR0488;SPC NV W     - 4,567,980.      773,410.      MT  (+/- 180 meters Scaled)
 KR0488
 KR0488                          SUPERSEDED SURVEY CONTROL
 KR0488
 KR0488.No superseded survey control is available for this station.
 KR0488
 KR0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE379147(NAD 83)
 KR0488_MARKER: DD = SURVEY DISK
 KR0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0488_SP_SET: CONCRETE POST
 KR0488_STAMPING: 001-1 26 RESET 1962
 KR0488_MARK LOGO: NVDH  
 KR0488_PROJECTION: PROJECTING 10 CENTIMETERS
 KR0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0488+STABILITY: SURFACE MOTION
 KR0488
 KR0488  HISTORY     - Date     Condition        Report By
 KR0488  HISTORY     - 1962     MONUMENTED       NVDH
 KR0488  HISTORY     - 1986     GOOD             NGS
 KR0488
 KR0488                          STATION DESCRIPTION
 KR0488
 KR0488'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 KR0488'8.4 MI NE FROM BRADYS HOT SPRINGS.
 KR0488'8.4 MILES NORTHEAST ALONG INTERSTATE 80 FROM BRADYS HOT SPRINGS, 80
 KR0488'FEET LEFT (NORTHWESTERLY) OF THE WESTBOUND LANE AT ENGINEERS STA. OW
 KR0488'668+23, SET IN A ROUND CONCRETE POST PROJECTING 9 INCHES ABOVE GROUND
 KR0488'SURFACE.
 KR0488
 KR0488                          STATION RECOVERY (1986)
 KR0488
 KR0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0488'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0488'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0488'FERNLEY, THENCE 40.0 KM (24.9 MI) NORTHEAST ALONG I-80, 0.50 KM
 KR0488'(0.31 MI) SOUTHWEST OF MILE POST 74, ON TOP OF A LONG LOW CUT BANK,
 KR0488'24.4 METERS (80.0 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND
 KR0488'LANES, 36.6 METERS (120 FT) SOUTHEAST OF A FENCE.
 KR0488'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR0488'THE MARK IS 2.0 M ABOVE THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0490 ***********************************************************************
 KR0490  DESIGNATION -  001 1 28
 KR0490  PID         -  KR0490
 KR0490  STATE/COUNTY-  NV/CHURCHILL
 KR0490  USGS QUAD   -  DESERT PEAK (1986)
 KR0490
 KR0490                         *CURRENT SURVEY CONTROL
 KR0490  ___________________________________________________________________
 KR0490* NAD 83(1986)-  39 52 16.     (N)    118 53 11.     (W)     SCALED    
 KR0490* NAVD 88     -      1265.888  (meters)    4153.17   (feet)  ADJUSTED  
 KR0490  ___________________________________________________________________
 KR0490  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 KR0490  DYNAMIC HT  -        1264.846 (meters)    4149.75  (feet)  COMP
 KR0490  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 KR0490
 KR0490  VERT ORDER  -  SECOND    CLASS 0
 KR0490
 KR0490.The horizontal coordinates were scaled from a topographic map and have
 KR0490.an estimated accuracy of +/- 6 seconds.
 KR0490
 KR0490.The orthometric height was determined by differential leveling
 KR0490.and adjusted by the National Geodetic Survey in June 1991..
 KR0490
 KR0490.The geoid height was determined by GEOID03.
 KR0490
 KR0490.The dynamic height is computed by dividing the NAVD 88
 KR0490.geopotential number by the normal gravity value computed on the
 KR0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0490.degrees latitude (g = 980.6199 gals.).
 KR0490
 KR0490.The modeled gravity was interpolated from observed gravity values.
 KR0490
 KR0490;                    North         East    Units  Estimated Accuracy
 KR0490;SPC NV W     - 4,568,350.      774,080.      MT  (+/- 180 meters Scaled)
 KR0490
 KR0490                          SUPERSEDED SURVEY CONTROL
 KR0490
 KR0490  NGVD 29 (??/??/92) 1264.952  (m)         4150.10   (f) ADJ UNCH    2 0
 KR0490
 KR0490.Superseded values are not recommended for survey control.
 KR0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0490.See file dsdata.txt to determine how the superseded data were derived.
 KR0490
 KR0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE386151(NAD 83)
 KR0490_MARKER: DD = SURVEY DISK
 KR0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0490_STAMPING: 001-1 28
 KR0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0490+STABILITY: SURFACE MOTION
 KR0490
 KR0490  HISTORY     - Date     Condition        Report By
 KR0490  HISTORY     - UNK      MONUMENTED       NVDH
 KR0490  HISTORY     - 1958     GOOD             NGS
 KR0490  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0490
 KR0490                          STATION DESCRIPTION
 KR0490
 KR0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0490'8.8 MI NE FROM BRADY HOT SPRINGS.
 KR0490'8.8 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0490'121.0 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0490'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND SURFACE, AND ON THE
 KR0490'OPPOSITE SIDE OF THE HIGHWAY FROM TRIANGULATION STATION VAN 1957.
 KR0490
 KR0490                          STATION RECOVERY (1986)
 KR0490
 KR0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0490'NOT RECOVERED. BELIEVED DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0494 ***********************************************************************
 KR0494  DESIGNATION -  001 1 29
 KR0494  PID         -  KR0494
 KR0494  STATE/COUNTY-  NV/CHURCHILL
 KR0494  USGS QUAD   -  JESSUP (1986)
 KR0494
 KR0494                         *CURRENT SURVEY CONTROL
 KR0494  ___________________________________________________________________
 KR0494* NAD 83(1986)-  39 52 35.     (N)    118 52 49.     (W)     SCALED    
 KR0494* NAVD 88     -      1255.764  (meters)    4119.95   (feet)  ADJUSTED  
 KR0494  ___________________________________________________________________
 KR0494  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 KR0494  DYNAMIC HT  -        1254.732 (meters)    4116.57  (feet)  COMP
 KR0494  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 KR0494
 KR0494  VERT ORDER  -  FIRST     CLASS II
 KR0494
 KR0494.The horizontal coordinates were scaled from a topographic map and have
 KR0494.an estimated accuracy of +/- 6 seconds.
 KR0494
 KR0494.The orthometric height was determined by differential leveling
 KR0494.and adjusted by the National Geodetic Survey in June 1991..
 KR0494
 KR0494.The geoid height was determined by GEOID03.
 KR0494
 KR0494.The dynamic height is computed by dividing the NAVD 88
 KR0494.geopotential number by the normal gravity value computed on the
 KR0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0494.degrees latitude (g = 980.6199 gals.).
 KR0494
 KR0494.The modeled gravity was interpolated from observed gravity values.
 KR0494
 KR0494;                    North         East    Units  Estimated Accuracy
 KR0494;SPC NV W     - 4,568,930.      774,600.      MT  (+/- 180 meters Scaled)
 KR0494
 KR0494                          SUPERSEDED SURVEY CONTROL
 KR0494
 KR0494  NGVD 29 (??/??/92) 1254.832  (m)         4116.89   (f) ADJ UNCH    1 2
 KR0494
 KR0494.Superseded values are not recommended for survey control.
 KR0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0494.See file dsdata.txt to determine how the superseded data were derived.
 KR0494
 KR0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE392157(NAD 83)
 KR0494_MARKER: DD = SURVEY DISK
 KR0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0494_SP_SET: CONCRETE POST
 KR0494_STAMPING: 001-1 29
 KR0494_MARK LOGO: NVDH  
 KR0494_PROJECTION: PROJECTING 10 CENTIMETERS
 KR0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0494+STABILITY: SURFACE MOTION
 KR0494
 KR0494  HISTORY     - Date     Condition        Report By
 KR0494  HISTORY     - UNK      MONUMENTED       NVDH
 KR0494  HISTORY     - 1958     GOOD             NGS
 KR0494  HISTORY     - 1986     GOOD             NGS
 KR0494
 KR0494                          STATION DESCRIPTION
 KR0494
 KR0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0494'9.4 MI NE FROM BRADY HOT SPRINGS.
 KR0494'9.4 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0494'136.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0494'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 KR0494
 KR0494                          STATION RECOVERY (1986)
 KR0494
 KR0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0494'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0494'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0494'FERNLEY, THENCE 41.6 KM (25.9 MI) NORTHEAST ALONG I-80, 0.43 KM
 KR0494'(0.27 MI) SOUTHWEST OF MILE POST 75, 44.2 METERS (145 FT) NORTHWEST OF
 KR0494'THE CENTERLINE OF THE WESTBOUND LANES, 17.1 METERS (56.0 FT) SOUTHEAST
 KR0494'OF A FENCE.
 KR0494'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR0494'THE MARK IS 0.5 M ABOVE THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0663 ***********************************************************************
 KR0663  DESIGNATION -  001 1 3
 KR0663  PID         -  KR0663
 KR0663  STATE/COUNTY-  NV/CHURCHILL
 KR0663  USGS QUAD   -  HOT SPRINGS FLAT (1986)
 KR0663
 KR0663                         *CURRENT SURVEY CONTROL
 KR0663  ___________________________________________________________________
 KR0663* NAD 83(1986)-  39 45 19.     (N)    119 02 48.     (W)     SCALED    
 KR0663* NAVD 88     -      1236.184  (meters)    4055.71   (feet)  ADJUSTED  
 KR0663  ___________________________________________________________________
 KR0663  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KR0663  DYNAMIC HT  -        1235.151 (meters)    4052.32  (feet)  COMP
 KR0663  MODELED GRAV-     979,747.8   (mgal)                       NAVD 88
 KR0663
 KR0663  VERT ORDER  -  FIRST     CLASS II
 KR0663
 KR0663.The horizontal coordinates were scaled from a topographic map and have
 KR0663.an estimated accuracy of +/- 6 seconds.
 KR0663
 KR0663.The orthometric height was determined by differential leveling
 KR0663.and adjusted by the National Geodetic Survey in June 1991..
 KR0663.WARNING-Repeat measurements at this control monument indicate possible
 KR0663.vertical movement.
 KR0663
 KR0663.The geoid height was determined by GEOID03.
 KR0663
 KR0663.The dynamic height is computed by dividing the NAVD 88
 KR0663.geopotential number by the normal gravity value computed on the
 KR0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0663.degrees latitude (g = 980.6199 gals.).
 KR0663
 KR0663.The modeled gravity was interpolated from observed gravity values.
 KR0663
 KR0663;                    North         East    Units  Estimated Accuracy
 KR0663;SPC NV W     - 4,555,550.      760,300.      MT  (+/- 180 meters Scaled)
 KR0663
 KR0663                          SUPERSEDED SURVEY CONTROL
 KR0663
 KR0663  NGVD 29 (??/??/92) 1235.229  (m)         4052.58   (f) ADJ UNCH    1 2
 KR0663
 KR0663.Superseded values are not recommended for survey control.
 KR0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0663.See file dsdata.txt to determine how the superseded data were derived.
 KR0663
 KR0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE246025(NAD 83)
 KR0663_MARKER: DD = SURVEY DISK
 KR0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0663_SP_SET: CONCRETE POST
 KR0663_STAMPING: 001-1 3
 KR0663_MARK LOGO: NVDH  
 KR0663_PROJECTION: PROJECTING 5 CENTIMETERS
 KR0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0663+STABILITY: SURFACE MOTION
 KR0663
 KR0663  HISTORY     - Date     Condition        Report By
 KR0663  HISTORY     - UNK      MONUMENTED       NVDH
 KR0663  HISTORY     - 1958     GOOD             NGS
 KR0663  HISTORY     - 1986     GOOD             NGS
 KR0663
 KR0663                          STATION DESCRIPTION
 KR0663
 KR0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0663'2.7 MI SW FROM BRADY HOT SPRINGS.
 KR0663'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0663'103.0 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND T ROAD
 KR0663'SOUTHEAST, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE
 KR0663'GROUND SURFACE.
 KR0663
 KR0663                          STATION RECOVERY (1986)
 KR0663
 KR0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0663'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0663'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0663'FERNLEY, THENCE 21.9 KM (13.6 MI) NORTHEAST ALONG I-80, 0.62 KM (0.39
 KR0663'MI) NORTHEAST OF MILE POST 62, 29.9 METERS (98.0 FT) SOUTHEAST OF THE
 KR0663'CENTERLINE OF THE EASTBOUND LANES, 34.4 METERS (113 FT) NORTHEAST OF A
 KR0663'FENCE CORNER, 33.2 METERS (109 FT) NORTHEAST OF BENCH MARK H 442,
 KR0663'13.7 METERS (45.0 FT) NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 7.3
 KR0663'METERS (24.0 FT) SOUTHEAST OF A FENCE.
 KR0663'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0663'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0495 ***********************************************************************
 KR0495  DESIGNATION -  001 1 30
 KR0495  PID         -  KR0495
 KR0495  STATE/COUNTY-  NV/CHURCHILL
 KR0495  USGS QUAD   -  JESSUP (1986)
 KR0495
 KR0495                         *CURRENT SURVEY CONTROL
 KR0495  ___________________________________________________________________
 KR0495* NAD 83(1986)-  39 52 46.     (N)    118 52 34.     (W)     SCALED    
 KR0495* NAVD 88     -      1250.318  (meters)    4102.09   (feet)  ADJUSTED  
 KR0495  ___________________________________________________________________
 KR0495  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 KR0495  DYNAMIC HT  -        1249.293 (meters)    4098.72  (feet)  COMP
 KR0495  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 KR0495
 KR0495  VERT ORDER  -  SECOND    CLASS 0
 KR0495
 KR0495.The horizontal coordinates were scaled from a topographic map and have
 KR0495.an estimated accuracy of +/- 6 seconds.
 KR0495
 KR0495.The orthometric height was determined by differential leveling
 KR0495.and adjusted by the National Geodetic Survey in June 1991..
 KR0495
 KR0495.The geoid height was determined by GEOID03.
 KR0495
 KR0495.The dynamic height is computed by dividing the NAVD 88
 KR0495.geopotential number by the normal gravity value computed on the
 KR0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0495.degrees latitude (g = 980.6199 gals.).
 KR0495
 KR0495.The modeled gravity was interpolated from observed gravity values.
 KR0495
 KR0495;                    North         East    Units  Estimated Accuracy
 KR0495;SPC NV W     - 4,569,270.      774,960.      MT  (+/- 180 meters Scaled)
 KR0495
 KR0495                          SUPERSEDED SURVEY CONTROL
 KR0495
 KR0495  NGVD 29 (??/??/92) 1249.388  (m)         4099.03   (f) ADJ UNCH    2 0
 KR0495
 KR0495.Superseded values are not recommended for survey control.
 KR0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0495.See file dsdata.txt to determine how the superseded data were derived.
 KR0495
 KR0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE395160(NAD 83)
 KR0495_MARKER: DD = SURVEY DISK
 KR0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0495_SP_SET: CONCRETE POST
 KR0495_STAMPING: 001-1 30
 KR0495_MARK LOGO: NVDH  
 KR0495_PROJECTION: FLUSH
 KR0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0495+STABILITY: SURFACE MOTION
 KR0495
 KR0495  HISTORY     - Date     Condition        Report By
 KR0495  HISTORY     - UNK      MONUMENTED       NVDH
 KR0495  HISTORY     - 1958     GOOD             NGS
 KR0495  HISTORY     - 1986     POOR             NGS
 KR0495
 KR0495                          STATION DESCRIPTION
 KR0495
 KR0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0495'9.7 MI NE FROM BRADY HOT SPRINGS.
 KR0495'9.7 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS, 93.3
 KR0495'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 66.0 FEET SOUTH OF
 KR0495'ABANDONED HIGHWAY, 7.3 FEET SOUTHEAST OF A RIGHT-OF-WAY MARKER POST,
 KR0495'SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 KR0495
 KR0495                          STATION RECOVERY (1986)
 KR0495
 KR0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0495'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0495'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0495'FERNLEY, THENCE 42.1 KM (26.2 MI) NORTHEAST ALONG I-80, 30.8 METERS
 KR0495'(101 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES,
 KR0495'24.7 METERS (81.0 FT) NORTHWEST OF MILE POST 75, 30.3 METERS (99.5 FT)
 KR0495'SOUTHEAST OF A FENCE.  NOTE--THE CONCRETE IS DETERIORATING AND THE
 KR0495'DISK IS ABOUT TO FALL OUT. NOT LEVELED DURING THIS SURVEY.
 KR0495'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0495'THE MARK IS 0.3 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0496 ***********************************************************************
 KR0496  DESIGNATION -  001 1 31
 KR0496  PID         -  KR0496
 KR0496  STATE/COUNTY-  NV/CHURCHILL
 KR0496  USGS QUAD   -  WHITE PLAINS (1986)
 KR0496
 KR0496                         *CURRENT SURVEY CONTROL
 KR0496  ___________________________________________________________________
 KR0496* NAD 83(1986)-  39 53 00.     (N)    118 52 16.     (W)     SCALED    
 KR0496* NAVD 88     -      1242.542  (meters)    4076.57   (feet)  ADJUSTED  
 KR0496  ___________________________________________________________________
 KR0496  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 KR0496  DYNAMIC HT  -        1241.526 (meters)    4073.24  (feet)  COMP
 KR0496  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 KR0496
 KR0496  VERT ORDER  -  SECOND    CLASS 0
 KR0496
 KR0496.The horizontal coordinates were scaled from a topographic map and have
 KR0496.an estimated accuracy of +/- 6 seconds.
 KR0496
 KR0496.The orthometric height was determined by differential leveling
 KR0496.and adjusted by the National Geodetic Survey in June 1991..
 KR0496
 KR0496.The geoid height was determined by GEOID03.
 KR0496
 KR0496.The dynamic height is computed by dividing the NAVD 88
 KR0496.geopotential number by the normal gravity value computed on the
 KR0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0496.degrees latitude (g = 980.6199 gals.).
 KR0496
 KR0496.The modeled gravity was interpolated from observed gravity values.
 KR0496
 KR0496;                    North         East    Units  Estimated Accuracy
 KR0496;SPC NV W     - 4,569,700.      775,390.      MT  (+/- 180 meters Scaled)
 KR0496
 KR0496                          SUPERSEDED SURVEY CONTROL
 KR0496
 KR0496  NGVD 29 (??/??/92) 1241.615  (m)         4073.53   (f) ADJ UNCH    2 0
 KR0496
 KR0496.Superseded values are not recommended for survey control.
 KR0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0496.See file dsdata.txt to determine how the superseded data were derived.
 KR0496
 KR0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE400164(NAD 83)
 KR0496_MARKER: DD = SURVEY DISK
 KR0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0496_STAMPING: 001-1 31
 KR0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0496+STABILITY: SURFACE MOTION
 KR0496
 KR0496  HISTORY     - Date     Condition        Report By
 KR0496  HISTORY     - UNK      MONUMENTED       NVDH
 KR0496  HISTORY     - 1958     GOOD             NGS
 KR0496  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0496
 KR0496                          STATION DESCRIPTION
 KR0496
 KR0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0496'10.1 MI NE FROM BRADY HOT SPRINGS.
 KR0496'10.1 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0496'78.0 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0496'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE, AND ABOUT 8
 KR0496'FEET HIGHER THAN THE HIGHWAY.
 KR0496
 KR0496                          STATION RECOVERY (1986)
 KR0496
 KR0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0496'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0497 ***********************************************************************
 KR0497  DESIGNATION -  001 1 32
 KR0497  PID         -  KR0497
 KR0497  STATE/COUNTY-  NV/CHURCHILL
 KR0497  USGS QUAD   -  WHITE PLAINS (1986)
 KR0497
 KR0497                         *CURRENT SURVEY CONTROL
 KR0497  ___________________________________________________________________
 KR0497* NAD 83(1986)-  39 53 20.     (N)    118 51 49.     (W)     SCALED    
 KR0497* NAVD 88     -      1225.982  (meters)    4022.24   (feet)  ADJUSTED  
 KR0497  ___________________________________________________________________
 KR0497  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 KR0497  DYNAMIC HT  -        1224.982 (meters)    4018.96  (feet)  COMP
 KR0497  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 KR0497
 KR0497  VERT ORDER  -  FIRST     CLASS II
 KR0497
 KR0497.The horizontal coordinates were scaled from a topographic map and have
 KR0497.an estimated accuracy of +/- 6 seconds.
 KR0497
 KR0497.The orthometric height was determined by differential leveling
 KR0497.and adjusted by the National Geodetic Survey in June 1991..
 KR0497
 KR0497.The geoid height was determined by GEOID03.
 KR0497
 KR0497.The dynamic height is computed by dividing the NAVD 88
 KR0497.geopotential number by the normal gravity value computed on the
 KR0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0497.degrees latitude (g = 980.6199 gals.).
 KR0497
 KR0497.The modeled gravity was interpolated from observed gravity values.
 KR0497
 KR0497;                    North         East    Units  Estimated Accuracy
 KR0497;SPC NV W     - 4,570,310.      776,030.      MT  (+/- 180 meters Scaled)
 KR0497
 KR0497                          SUPERSEDED SURVEY CONTROL
 KR0497
 KR0497  NGVD 29 (??/??/92) 1225.057  (m)         4019.21   (f) ADJ UNCH    1 2
 KR0497
 KR0497.Superseded values are not recommended for survey control.
 KR0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0497.See file dsdata.txt to determine how the superseded data were derived.
 KR0497
 KR0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE406170(NAD 83)
 KR0497_MARKER: DD = SURVEY DISK
 KR0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0497_SP_SET: CONCRETE POST
 KR0497_STAMPING: 001-1 32
 KR0497_MARK LOGO: NVDH  
 KR0497_PROJECTION: PROJECTING 5 CENTIMETERS
 KR0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0497+STABILITY: SURFACE MOTION
 KR0497
 KR0497  HISTORY     - Date     Condition        Report By
 KR0497  HISTORY     - UNK      MONUMENTED       NVDH
 KR0497  HISTORY     - 1958     GOOD             NGS
 KR0497  HISTORY     - 1986     GOOD             NGS
 KR0497
 KR0497                          STATION DESCRIPTION
 KR0497
 KR0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0497'10.7 MI NE FROM BRADY HOT SPRINGS.
 KR0497'10.7 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0497'133.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0497'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 KR0497
 KR0497                          STATION RECOVERY (1986)
 KR0497
 KR0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0497'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0497'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0497'FERNLEY, THENCE 43.6 KM (27.1 MI) NORTHEAST ALONG I-80, 0.12 KM
 KR0497'(0.07 MI) SOUTHWEST OF MILE POST 76, 43.9 METERS (144 FT) NORTHWEST OF
 KR0497'THE CENTERLINE OF THE WESTBOUND LANES, 17.4 METERS (57.0 FT) SOUTHEAST
 KR0497'A FENCE.
 KR0497'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR0497'THE MARK IS 0.4 M ABOVE THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0498 ***********************************************************************
 KR0498  DESIGNATION -  001 1 33
 KR0498  PID         -  KR0498
 KR0498  STATE/COUNTY-  NV/CHURCHILL
 KR0498  USGS QUAD   -  WHITE PLAINS (1986)
 KR0498
 KR0498                         *CURRENT SURVEY CONTROL
 KR0498  ___________________________________________________________________
 KR0498* NAD 83(1986)-  39 53 40.     (N)    118 51 21.     (W)     SCALED    
 KR0498* NAVD 88     -      1216.651  (meters)    3991.63   (feet)  ADJUSTED  
 KR0498  ___________________________________________________________________
 KR0498  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 KR0498  DYNAMIC HT  -        1215.660 (meters)    3988.38  (feet)  COMP
 KR0498  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 KR0498
 KR0498  VERT ORDER  -  SECOND    CLASS 0
 KR0498
 KR0498.The horizontal coordinates were scaled from a topographic map and have
 KR0498.an estimated accuracy of +/- 6 seconds.
 KR0498
 KR0498.The orthometric height was determined by differential leveling
 KR0498.and adjusted by the National Geodetic Survey in June 1991..
 KR0498
 KR0498.The geoid height was determined by GEOID03.
 KR0498
 KR0498.The dynamic height is computed by dividing the NAVD 88
 KR0498.geopotential number by the normal gravity value computed on the
 KR0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0498.degrees latitude (g = 980.6199 gals.).
 KR0498
 KR0498.The modeled gravity was interpolated from observed gravity values.
 KR0498
 KR0498;                    North         East    Units  Estimated Accuracy
 KR0498;SPC NV W     - 4,570,930.      776,700.      MT  (+/- 180 meters Scaled)
 KR0498
 KR0498                          SUPERSEDED SURVEY CONTROL
 KR0498
 KR0498  NGVD 29 (??/??/92) 1215.728  (m)         3988.60   (f) ADJ UNCH    2 0
 KR0498
 KR0498.Superseded values are not recommended for survey control.
 KR0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0498.See file dsdata.txt to determine how the superseded data were derived.
 KR0498
 KR0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE413176(NAD 83)
 KR0498_MARKER: DD = SURVEY DISK
 KR0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0498_STAMPING: 001-1 33
 KR0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0498+STABILITY: SURFACE MOTION
 KR0498
 KR0498  HISTORY     - Date     Condition        Report By
 KR0498  HISTORY     - UNK      MONUMENTED       NVDH
 KR0498  HISTORY     - 1958     GOOD             NGS
 KR0498  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0498
 KR0498                          STATION DESCRIPTION
 KR0498
 KR0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0498'11.3 MI NE FROM BRADY HOT SPRINGS.
 KR0498'11.3 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0498'122.5 FEET NORTH OF THE NORTH CORNER OF A CONCRETE CULVERT, 103.7 FEET
 KR0498'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 71.6 FEET NORTHWEST OF
 KR0498'ABANDONED HIGHWAY, 4.3 FEET NORTH OF A RIGHT-OF-WAY MARKER POST, SET
 KR0498'IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 KR0498
 KR0498                          STATION RECOVERY (1986)
 KR0498
 KR0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0498'NOT RECOVERED. PART OF A CONCRETE POST WAS FOUND AT THE DESCRIBED
 KR0498'LOCATION, BUT THE DISK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0499 ***********************************************************************
 KR0499  DESIGNATION -  001 1 34
 KR0499  PID         -  KR0499
 KR0499  STATE/COUNTY-  NV/CHURCHILL
 KR0499  USGS QUAD   -  WHITE PLAINS (1986)
 KR0499
 KR0499                         *CURRENT SURVEY CONTROL
 KR0499  ___________________________________________________________________
 KR0499* NAD 83(1994)-  39 53 45.34884(N)    118 51 08.75044(W)     ADJUSTED  
 KR0499* NAVD 88     -      1214.603  (meters)    3984.91   (feet)  ADJUSTED  
 KR0499  ___________________________________________________________________
 KR0499  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 KR0499  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 KR0499  DYNAMIC HT  -        1213.615 (meters)    3981.67  (feet)  COMP
 KR0499  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 KR0499
 KR0499  HORZ ORDER  -  SECOND
 KR0499  VERT ORDER  -  FIRST     CLASS II
 KR0499
 KR0499.The horizontal coordinates were established by classical geodetic methods
 KR0499.and adjusted by the National Geodetic Survey in June 1998..
 KR0499
 KR0499.The orthometric height was determined by differential leveling
 KR0499.and adjusted by the National Geodetic Survey in June 1991..
 KR0499
 KR0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0499
 KR0499.The geoid height was determined by GEOID03.
 KR0499
 KR0499.The dynamic height is computed by dividing the NAVD 88
 KR0499.geopotential number by the normal gravity value computed on the
 KR0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0499.degrees latitude (g = 980.6199 gals.).
 KR0499
 KR0499.The modeled gravity was interpolated from observed gravity values.
 KR0499
 KR0499;                    North         East     Units Scale Factor Converg.
 KR0499;SPC NV W     - 4,571,093.005   776,988.179   MT  0.99990652   -0 10 21.4
 KR0499;SPC NV W     -14,996,994.30  2,549,168.72   sFT  0.99990652   -0 10 21.4
 KR0499;UTM  11      - 4,417,848.942   341,632.339   MT  0.99990877   -1 11 18.2
 KR0499
 KR0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0499!SPC NV W     -   0.99981320  x   0.99990652  =   0.99971973
 KR0499!UTM  11      -   0.99981320  x   0.99990877  =   0.99972198
 KR0499
 KR0499                          SUPERSEDED SURVEY CONTROL
 KR0499
 KR0499  NAD 83(1986)-  39 53 45.35483(N)    118 51 08.74543(W) AD(       ) 2
 KR0499  NAD 27      -  39 53 45.67610(N)    118 51 05.17580(W) AD(       ) 2
 KR0499  NGVD 29 (??/??/92) 1213.680  (m)         3981.88   (f) ADJ UNCH    1 2
 KR0499
 KR0499.Superseded values are not recommended for survey control.
 KR0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0499.See file dsdata.txt to determine how the superseded data were derived.
 KR0499
 KR0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE4163217849(NAD 83)
 KR0499_MARKER: DD = SURVEY DISK
 KR0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0499_SP_SET: CONCRETE POST
 KR0499_STAMPING: 001-1 34
 KR0499_MARK LOGO: NVDH  
 KR0499_PROJECTION: PROJECTING 10 CENTIMETERS
 KR0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0499+STABILITY: SURFACE MOTION
 KR0499
 KR0499  HISTORY     - Date     Condition        Report By
 KR0499  HISTORY     - 1958     MONUMENTED       NVDH
 KR0499  HISTORY     - 1958     GOOD             NGS
 KR0499  HISTORY     - 1986     GOOD             NGS
 KR0499
 KR0499                          STATION DESCRIPTION
 KR0499
 KR0499'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1958
 KR0499'STATION IS 29 MILES ALONG U.S. HIGHWAY 40 SOUTHWEST FROM
 KR0499'LOVELOCK, AT THE NORTHWEST SIDE OF THE HIGHWAY AT SUMMIT WHERE
 KR0499'GOES OVER A SLIGHT RISE.  FROM THE FALLON CUT-OFF AND ROADSIDE
 KR0499'PARK CONTINUE THE HIGHWAY SOUTHWEST FOR 7.7 MILES TO CREST
 KR0499'OF RISE AND STATION.
 KR0499'
 KR0499'THE STATION MARK OF THE DEPARTMENT OF
 KR0499'HIGHWAYS, STATE OF NEVADA IS A BRONZE DISK SET IN A
 KR0499'CONICAL TOPPED CONCRETE POST, STAMPED 00 - 1 34 (IT SHOULD
 KR0499'APPEAR AS 001-1 34 BUT THE OTHER FIGURE 1 IS DEFACED).
 KR0499
 KR0499                          STATION RECOVERY (1958)
 KR0499
 KR0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KR0499'11.5 MI NE FROM BRADY HOT SPRINGS.
 KR0499'11.5 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0499'107.8 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 23.0 FEET NORTH
 KR0499'OF A RIGHT-OF-WAY MARKER POST, 15.24 FEET WEST OF TRIANGULATION
 KR0499'STATION SLIM 1957, SET IN A ROUND CONCRETE POST PROJECTING 6 INCHES
 KR0499'ABOVE GROUND SURFACE.
 KR0499
 KR0499                          STATION RECOVERY (1986)
 KR0499
 KR0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0499'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0499'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0499'FERNLEY, THENCE 44.9 KM (27.9 MI) NORTHEAST ALONG I-80, 0.47 KM
 KR0499'(0.29 MI) SOUTHWEST OF MILE POST 77, 35.2 METERS (115.5 FT) NORTHWEST
 KR0499'OF THE CENTERLINE OF THE WESTBOUND LANES, 26.5 METERS (87.0 FT)
 KR0499'SOUTHEAST OF A FENCE, 4.7 METERS (15.5 FT) WEST OF TRIANGULATION
 KR0499'STATION SLIM.
 KR0499'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR0499'THE MARK IS 0.4 M ABOVE THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0501 ***********************************************************************
 KR0501  DESIGNATION -  001 1 35
 KR0501  PID         -  KR0501
 KR0501  STATE/COUNTY-  NV/CHURCHILL
 KR0501  USGS QUAD   -  WHITE PLAINS (1986)
 KR0501
 KR0501                         *CURRENT SURVEY CONTROL
 KR0501  ___________________________________________________________________
 KR0501* NAD 83(1986)-  39 54 00.     (N)    118 50 46.     (W)     SCALED    
 KR0501* NAVD 88     -      1202.012  (meters)    3943.60   (feet)  ADJUSTED  
 KR0501  ___________________________________________________________________
 KR0501  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 KR0501  DYNAMIC HT  -        1201.036 (meters)    3940.40  (feet)  COMP
 KR0501  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 KR0501
 KR0501  VERT ORDER  -  FIRST     CLASS II
 KR0501
 KR0501.The horizontal coordinates were scaled from a topographic map and have
 KR0501.an estimated accuracy of +/- 6 seconds.
 KR0501
 KR0501.The orthometric height was determined by differential leveling
 KR0501.and adjusted by the National Geodetic Survey in June 1991..
 KR0501
 KR0501.The geoid height was determined by GEOID03.
 KR0501
 KR0501.The dynamic height is computed by dividing the NAVD 88
 KR0501.geopotential number by the normal gravity value computed on the
 KR0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0501.degrees latitude (g = 980.6199 gals.).
 KR0501
 KR0501.The modeled gravity was interpolated from observed gravity values.
 KR0501
 KR0501;                    North         East    Units  Estimated Accuracy
 KR0501;SPC NV W     - 4,571,540.      777,530.      MT  (+/- 180 meters Scaled)
 KR0501
 KR0501                          SUPERSEDED SURVEY CONTROL
 KR0501
 KR0501  NGVD 29 (??/??/92) 1201.089  (m)         3940.57   (f) ADJ UNCH    1 2
 KR0501
 KR0501.Superseded values are not recommended for survey control.
 KR0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0501.See file dsdata.txt to determine how the superseded data were derived.
 KR0501
 KR0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE421182(NAD 83)
 KR0501_MARKER: DD = SURVEY DISK
 KR0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0501_SP_SET: CONCRETE POST
 KR0501_STAMPING: 001-1 35
 KR0501_MARK LOGO: NVDH  
 KR0501_PROJECTION: PROJECTING 10 CENTIMETERS
 KR0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0501+STABILITY: SURFACE MOTION
 KR0501
 KR0501  HISTORY     - Date     Condition        Report By
 KR0501  HISTORY     - UNK      MONUMENTED       NVDH
 KR0501  HISTORY     - 1958     GOOD             NGS
 KR0501  HISTORY     - 1986     GOOD             NGS
 KR0501
 KR0501                          STATION DESCRIPTION
 KR0501
 KR0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0501'13.25 MI SW FROM TOY.
 KR0501'13.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0501'STATION, 114.8 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.2
 KR0501'FEET EAST OF POWER POLE NO. 73657, SET IN A ROUND CONCRETE POST
 KR0501'PROJECTING 6 INCHES ABOVE GROUND SURFACE.
 KR0501
 KR0501                          STATION RECOVERY (1986)
 KR0501
 KR0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0501'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0501'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0501'FERNLEY, THENCE 45.6 KM (28.3 MI) NORTHEST ALONG I-80, 0.29 KM
 KR0501'(0.18 MI) NORTHEAST OF MILE POST 77, 37.2 METERS (122 FT) NORTHWEST OF
 KR0501'THE CENTERLINE OF THE WESTBOUND LANES, 3.5 METERS (11.5 FT) NORTHWEST
 KR0501'OF A FENCE, 2.4 METERS (8.0 FT) EAST OF POWER POLE 73657.
 KR0501'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0501'THE MARK IS ABOVE LEVEL WITH THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0502 ***********************************************************************
 KR0502  DESIGNATION -  001 1 36
 KR0502  PID         -  KR0502
 KR0502  STATE/COUNTY-  NV/CHURCHILL
 KR0502  USGS QUAD   -  WHITE PLAINS (1986)
 KR0502
 KR0502                         *CURRENT SURVEY CONTROL
 KR0502  ___________________________________________________________________
 KR0502* NAD 83(1986)-  39 54 18.     (N)    118 50 14.     (W)     SCALED    
 KR0502* NAVD 88     -      1194.317  (meters)    3918.36   (feet)  ADJUSTED  
 KR0502  ___________________________________________________________________
 KR0502  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 KR0502  DYNAMIC HT  -        1193.349 (meters)    3915.18  (feet)  COMP
 KR0502  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 KR0502
 KR0502  VERT ORDER  -  FIRST     CLASS II
 KR0502
 KR0502.The horizontal coordinates were scaled from a topographic map and have
 KR0502.an estimated accuracy of +/- 6 seconds.
 KR0502
 KR0502.The orthometric height was determined by differential leveling
 KR0502.and adjusted by the National Geodetic Survey in June 1991..
 KR0502
 KR0502.The geoid height was determined by GEOID03.
 KR0502
 KR0502.The dynamic height is computed by dividing the NAVD 88
 KR0502.geopotential number by the normal gravity value computed on the
 KR0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0502.degrees latitude (g = 980.6199 gals.).
 KR0502
 KR0502.The modeled gravity was interpolated from observed gravity values.
 KR0502
 KR0502;                    North         East    Units  Estimated Accuracy
 KR0502;SPC NV W     - 4,572,100.      778,290.      MT  (+/- 180 meters Scaled)
 KR0502
 KR0502                          SUPERSEDED SURVEY CONTROL
 KR0502
 KR0502  NGVD 29 (??/??/92) 1193.404  (m)         3915.36   (f) ADJ UNCH    1 2
 KR0502
 KR0502.Superseded values are not recommended for survey control.
 KR0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0502.See file dsdata.txt to determine how the superseded data were derived.
 KR0502
 KR0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE429188(NAD 83)
 KR0502_MARKER: DD = SURVEY DISK
 KR0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0502_SP_SET: CONCRETE POST
 KR0502_STAMPING: 001-1 36
 KR0502_MARK LOGO: NVDH  
 KR0502_PROJECTION: PROJECTING 5 CENTIMETERS
 KR0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0502+STABILITY: SURFACE MOTION
 KR0502
 KR0502  HISTORY     - Date     Condition        Report By
 KR0502  HISTORY     - UNK      MONUMENTED       NVDH
 KR0502  HISTORY     - 1958     GOOD             NGS
 KR0502  HISTORY     - 1986     GOOD             NGS
 KR0502
 KR0502                          STATION DESCRIPTION
 KR0502
 KR0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0502'12.65 MI SW FROM TOY.
 KR0502'12.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0502'STATION, 107.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 74.5
 KR0502'FEET SOUTH OF POWER POLE NO. 73661, SET IN A ROUND CONCRETE POST
 KR0502'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 KR0502
 KR0502                          STATION RECOVERY (1986)
 KR0502
 KR0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0502'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0502'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0502'FERNLEY, THENCE 46.5 KM (28.9 MI) NORTHEAST ALONG I-80, 0.40 KM
 KR0502'(0.25 MI) SOUTHWEST OF MILE POST 78, 33.8 METERS (111 FT) NORTHWEST OF
 KR0502'THE CENTERLINE OF THE WESTBOUND LANES, 22.6 METERS (74.0 FT) SOUTHWEST
 KR0502'OF POWER POLE 73661, 0.3 METERS (1.0 FT) NORTHWEST OF A FENCE.
 KR0502'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR0502'THE MARK IS 0.4 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0503 ***********************************************************************
 KR0503  DESIGNATION -  001 1 37
 KR0503  PID         -  KR0503
 KR0503  STATE/COUNTY-  NV/CHURCHILL
 KR0503  USGS QUAD   -  WHITE PLAINS (1986)
 KR0503
 KR0503                         *CURRENT SURVEY CONTROL
 KR0503  ___________________________________________________________________
 KR0503* NAD 83(1986)-  39 54 35.     (N)    118 49 46.     (W)     SCALED    
 KR0503* NAVD 88     -      1198.522  (meters)    3932.15   (feet)  ADJUSTED  
 KR0503  ___________________________________________________________________
 KR0503  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 KR0503  DYNAMIC HT  -        1197.554 (meters)    3928.98  (feet)  COMP
 KR0503  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 KR0503
 KR0503  VERT ORDER  -  FIRST     CLASS II
 KR0503
 KR0503.The horizontal coordinates were scaled from a topographic map and have
 KR0503.an estimated accuracy of +/- 6 seconds.
 KR0503
 KR0503.The orthometric height was determined by differential leveling
 KR0503.and adjusted by the National Geodetic Survey in June 1991..
 KR0503
 KR0503.The geoid height was determined by GEOID03.
 KR0503
 KR0503.The dynamic height is computed by dividing the NAVD 88
 KR0503.geopotential number by the normal gravity value computed on the
 KR0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0503.degrees latitude (g = 980.6199 gals.).
 KR0503
 KR0503.The modeled gravity was interpolated from observed gravity values.
 KR0503
 KR0503;                    North         East    Units  Estimated Accuracy
 KR0503;SPC NV W     - 4,572,620.      778,960.      MT  (+/- 180 meters Scaled)
 KR0503
 KR0503                          SUPERSEDED SURVEY CONTROL
 KR0503
 KR0503  NGVD 29 (??/??/92) 1197.610  (m)         3929.16   (f) ADJ UNCH    1 2
 KR0503
 KR0503.Superseded values are not recommended for survey control.
 KR0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0503.See file dsdata.txt to determine how the superseded data were derived.
 KR0503
 KR0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE436193(NAD 83)
 KR0503_MARKER: DD = SURVEY DISK
 KR0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0503_SP_SET: CONCRETE POST
 KR0503_STAMPING: 001-1 37
 KR0503_MARK LOGO: NVDH  
 KR0503_PROJECTION: PROJECTING 5 CENTIMETERS
 KR0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0503+STABILITY: SURFACE MOTION
 KR0503
 KR0503  HISTORY     - Date     Condition        Report By
 KR0503  HISTORY     - UNK      MONUMENTED       NVDH
 KR0503  HISTORY     - 1958     GOOD             NGS
 KR0503  HISTORY     - 1986     GOOD             NGS
 KR0503
 KR0503                          STATION DESCRIPTION
 KR0503
 KR0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0503'12.15 MI SW FROM TOY.
 KR0503'12.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0503'STATION, 110.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 103.0
 KR0503'FEET NORTHEAST OF POWER POLE NO. 9851, 94.0 FEET WEST OF THE WEST
 KR0503'CORNER OF A CONCRETE CULVERT, SET IN A ROUND CONCRETE POST PROJECTING
 KR0503'2 INCHES ABOVE GROUND SURFACE.
 KR0503
 KR0503                          STATION RECOVERY (1986)
 KR0503
 KR0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0503'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0503'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0503'FERNLEY, THENCE 47.4 KM (29.5 MI) NORTHEAST ALONG I-80, 0.47 KM
 KR0503'(0.29 MI) NORTHEAST OF MILE POST 78, 35.4 METERS (116 FT) NORTHWEST OF
 KR0503'THE CENTERLINE OF THE WESTBOUND LANES, 26.4 METERS (86.5 FT) WEST OF
 KR0503'THE NORTHWEST END OF A 24-INCH CONCRETE CULVERT, 1.8 METERS (6.0 FT)
 KR0503'NORTHWEST OF A FENCE.
 KR0503'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 KR0503'THE MARK IS ABOVE LEVEL WITH THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0509 ***********************************************************************
 KR0509  DESIGNATION -  001 1 38
 KR0509  PID         -  KR0509
 KR0509  STATE/COUNTY-  NV/CHURCHILL
 KR0509  USGS QUAD   -  WHITE PLAINS (1986)
 KR0509
 KR0509                         *CURRENT SURVEY CONTROL
 KR0509  ___________________________________________________________________
 KR0509* NAD 83(1986)-  39 54 51.     (N)    118 49 14.     (W)     SCALED    
 KR0509* NAVD 88     -      1199.534  (meters)    3935.47   (feet)  ADJUSTED  
 KR0509  ___________________________________________________________________
 KR0509  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 KR0509  DYNAMIC HT  -        1198.567 (meters)    3932.30  (feet)  COMP
 KR0509  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 KR0509
 KR0509  VERT ORDER  -  FIRST     CLASS II
 KR0509
 KR0509.The horizontal coordinates were scaled from a topographic map and have
 KR0509.an estimated accuracy of +/- 6 seconds.
 KR0509
 KR0509.The orthometric height was determined by differential leveling
 KR0509.and adjusted by the National Geodetic Survey in June 1991..
 KR0509
 KR0509.The geoid height was determined by GEOID03.
 KR0509
 KR0509.The dynamic height is computed by dividing the NAVD 88
 KR0509.geopotential number by the normal gravity value computed on the
 KR0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0509.degrees latitude (g = 980.6199 gals.).
 KR0509
 KR0509.The modeled gravity was interpolated from observed gravity values.
 KR0509
 KR0509;                    North         East    Units  Estimated Accuracy
 KR0509;SPC NV W     - 4,573,110.      779,720.      MT  (+/- 180 meters Scaled)
 KR0509
 KR0509                          SUPERSEDED SURVEY CONTROL
 KR0509
 KR0509  NGVD 29 (??/??/92) 1198.624  (m)         3932.49   (f) ADJ UNCH    1 2
 KR0509
 KR0509.Superseded values are not recommended for survey control.
 KR0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0509.See file dsdata.txt to determine how the superseded data were derived.
 KR0509
 KR0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE443198(NAD 83)
 KR0509_MARKER: DD = SURVEY DISK
 KR0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0509_SP_SET: CONCRETE POST
 KR0509_STAMPING: 001-1 38
 KR0509_MARK LOGO: NVDH  
 KR0509_PROJECTION: FLUSH
 KR0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0509+STABILITY: SURFACE MOTION
 KR0509
 KR0509  HISTORY     - Date     Condition        Report By
 KR0509  HISTORY     - UNK      MONUMENTED       NVDH
 KR0509  HISTORY     - 1958     GOOD             NGS
 KR0509  HISTORY     - 1986     GOOD             NGS
 KR0509
 KR0509                          STATION DESCRIPTION
 KR0509
 KR0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0509'11.55 MI SW FROM TOY.
 KR0509'11.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0509'STATION, 115.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 98.5
 KR0509'FEET NORTH OF 68 GWM 1950 3931 (USGS), 13.7 FEET NORTHEAST OF POWER
 KR0509'POLE NO. 75029, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE
 KR0509'GROUND SURFACE.
 KR0509
 KR0509                          STATION RECOVERY (1986)
 KR0509
 KR0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0509'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0509'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0509'FERNLEY, THENCE 48.3 KM (30.0 MI) NORTHEAST ALONG I-80, 0.27 KM
 KR0509'(0.16 MI) SOUTHWEST OF MILE POST 78, 37.5 METERS (123 FT) NORTHWEST OF
 KR0509'THE CENTERLINE OF THE WESTBOUND LANES, 25.3 METERS (83.0 FT) NORTH OF
 KR0509'THE NORTHEAST END OF THE NORTHWEST HEADWALL OF TWO 24-INCH CONCRETE
 KR0509'CULVERTS, 5.5 METERS (18.0 FT) NORTHEAST OF A FENCE CORNER, 4.4 METERS
 KR0509'(14.5 FT) EAST OF POWER POLE 75026, 3.5 METERS (11.5 FT) NORTHWEST OF
 KR0509'A FENCE.
 KR0509'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0509'THE MARK IS 0.9 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0510 ***********************************************************************
 KR0510  DESIGNATION -  001 1 39
 KR0510  PID         -  KR0510
 KR0510  STATE/COUNTY-  NV/CHURCHILL
 KR0510  USGS QUAD   -  WHITE PLAINS (1986)
 KR0510
 KR0510                         *CURRENT SURVEY CONTROL
 KR0510  ___________________________________________________________________
 KR0510* NAD 83(1986)-  39 54 59.     (N)    118 48 56.     (W)     SCALED    
 KR0510* NAVD 88     -      1197.233  (meters)    3927.92   (feet)  ADJUSTED  
 KR0510  ___________________________________________________________________
 KR0510  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 KR0510  DYNAMIC HT  -        1196.267 (meters)    3924.75  (feet)  COMP
 KR0510  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 KR0510
 KR0510  VERT ORDER  -  FIRST     CLASS II
 KR0510
 KR0510.The horizontal coordinates were scaled from a topographic map and have
 KR0510.an estimated accuracy of +/- 6 seconds.
 KR0510
 KR0510.The orthometric height was determined by differential leveling
 KR0510.and adjusted by the National Geodetic Survey in June 1991..
 KR0510
 KR0510.The geoid height was determined by GEOID03.
 KR0510
 KR0510.The dynamic height is computed by dividing the NAVD 88
 KR0510.geopotential number by the normal gravity value computed on the
 KR0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0510.degrees latitude (g = 980.6199 gals.).
 KR0510
 KR0510.The modeled gravity was interpolated from observed gravity values.
 KR0510
 KR0510;                    North         East    Units  Estimated Accuracy
 KR0510;SPC NV W     - 4,573,360.      780,150.      MT  (+/- 180 meters Scaled)
 KR0510
 KR0510                          SUPERSEDED SURVEY CONTROL
 KR0510
 KR0510  NGVD 29 (??/??/92) 1196.322  (m)         3924.93   (f) ADJ UNCH    1 2
 KR0510
 KR0510.Superseded values are not recommended for survey control.
 KR0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0510.See file dsdata.txt to determine how the superseded data were derived.
 KR0510
 KR0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE448200(NAD 83)
 KR0510_MARKER: DD = SURVEY DISK
 KR0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0510_SP_SET: CONCRETE POST
 KR0510_STAMPING: 001-1 39
 KR0510_MARK LOGO: NVDH  
 KR0510_PROJECTION: PROJECTING 15 CENTIMETERS
 KR0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0510+STABILITY: SURFACE MOTION
 KR0510
 KR0510  HISTORY     - Date     Condition        Report By
 KR0510  HISTORY     - UNK      MONUMENTED       NVDH
 KR0510  HISTORY     - 1958     GOOD             NGS
 KR0510  HISTORY     - 1986     GOOD             NGS
 KR0510
 KR0510                          STATION DESCRIPTION
 KR0510
 KR0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0510'11.2 MI SW FROM TOY.
 KR0510'11.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0510'STATION, 112.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 69.1
 KR0510'FEET SOUTH OF POWER POLE NO. 9835, SET IN A ROUND CONCRETE POST
 KR0510'PROJECTING 10 INCHES ABOVE GROUND SURFACE.
 KR0510
 KR0510                          STATION RECOVERY (1986)
 KR0510
 KR0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0510'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0510'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0510'FERNLEY, THENCE 48.8 KM (30.3 MI) NORTHEAST ALONG I-80, 0.23 KM
 KR0510'(0.14 MI) NORTHEAST OF MILE POST 79, 36.7 METERS (120.5 FT) NORTHWEST
 KR0510'OF THE CENTERLINE OF THE WESTBOUND LANES, 21.0 METERS (69.0 FT)
 KR0510'SOUTHWEST OF POWER POLE 9835, 6.6 METERS (21.5 FT) SOUTHEAST OF A
 KR0510'FENCE.
 KR0510'THE MARK IS 0.6 METERS  NE FROM  A WITNESS POST
 KR0510'THE MARK IS ABOVE LEVEL WITH THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0664 ***********************************************************************
 KR0664  DESIGNATION -  001 1 4
 KR0664  PID         -  KR0664
 KR0664  STATE/COUNTY-  NV/CHURCHILL
 KR0664  USGS QUAD   -  HOT SPRINGS FLAT (1986)
 KR0664
 KR0664                         *CURRENT SURVEY CONTROL
 KR0664  ___________________________________________________________________
 KR0664* NAD 83(1986)-  39 45 26.     (N)    119 02 42.     (W)     SCALED    
 KR0664* NAVD 88     -      1236.150  (meters)    4055.60   (feet)  ADJUSTED  
 KR0664  ___________________________________________________________________
 KR0664  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KR0664  DYNAMIC HT  -        1235.118 (meters)    4052.22  (feet)  COMP
 KR0664  MODELED GRAV-     979,748.7   (mgal)                       NAVD 88
 KR0664
 KR0664  VERT ORDER  -  SECOND    CLASS 0
 KR0664
 KR0664.The horizontal coordinates were scaled from a topographic map and have
 KR0664.an estimated accuracy of +/- 6 seconds.
 KR0664
 KR0664.The orthometric height was determined by differential leveling
 KR0664.and adjusted by the National Geodetic Survey in June 1991..
 KR0664
 KR0664.The geoid height was determined by GEOID03.
 KR0664
 KR0664.The dynamic height is computed by dividing the NAVD 88
 KR0664.geopotential number by the normal gravity value computed on the
 KR0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0664.degrees latitude (g = 980.6199 gals.).
 KR0664
 KR0664.The modeled gravity was interpolated from observed gravity values.
 KR0664
 KR0664;                    North         East    Units  Estimated Accuracy
 KR0664;SPC NV W     - 4,555,760.      760,440.      MT  (+/- 180 meters Scaled)
 KR0664
 KR0664                          SUPERSEDED SURVEY CONTROL
 KR0664
 KR0664  NGVD 29 (??/??/92) 1235.181  (m)         4052.42   (f) ADJ UNCH    2 0
 KR0664
 KR0664.Superseded values are not recommended for survey control.
 KR0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0664.See file dsdata.txt to determine how the superseded data were derived.
 KR0664
 KR0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE248028(NAD 83)
 KR0664_MARKER: DD = SURVEY DISK
 KR0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0664_STAMPING: 001-1 4
 KR0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0664+STABILITY: SURFACE MOTION
 KR0664
 KR0664  HISTORY     - Date     Condition        Report By
 KR0664  HISTORY     - UNK      MONUMENTED       NVDH
 KR0664  HISTORY     - 1958     GOOD             NGS
 KR0664  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0664
 KR0664                          STATION DESCRIPTION
 KR0664
 KR0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0664'2.6 MI SW FROM BRADY HOT SPRINGS.
 KR0664'2.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS, 96.6
 KR0664'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0664'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND SURFACE.
 KR0664
 KR0664                          STATION RECOVERY (1986)
 KR0664
 KR0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0664'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0665 ***********************************************************************
 KR0665  DESIGNATION -  001 1 4 RESET
 KR0665  PID         -  KR0665
 KR0665  STATE/COUNTY-  NV/CHURCHILL
 KR0665  USGS QUAD   -  HOT SPRINGS FLAT (1986)
 KR0665
 KR0665                         *CURRENT SURVEY CONTROL
 KR0665  ___________________________________________________________________
 KR0665* NAD 83(1986)-  39 45 26.     (N)    119 02 41.     (W)     SCALED    
 KR0665* NAVD 88     -      1236.32   (meters)    4056.2    (feet)  RESET     
 KR0665  ___________________________________________________________________
 KR0665  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KR0665
 KR0665  VERT ORDER  -  THIRD
 KR0665
 KR0665.The horizontal coordinates were scaled from a topographic map and have
 KR0665.an estimated accuracy of +/- 6 seconds.
 KR0665
 KR0665.The orthometric height was computed from unverified reset data.
 KR0665
 KR0665.The geoid height was determined by GEOID03.
 KR0665
 KR0665;                    North         East    Units  Estimated Accuracy
 KR0665;SPC NV W     - 4,555,760.      760,470.      MT  (+/- 180 meters Scaled)
 KR0665
 KR0665                          SUPERSEDED SURVEY CONTROL
 KR0665
 KR0665.No superseded survey control is available for this station.
 KR0665
 KR0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE248028(NAD 83)
 KR0665_MARKER: DD = SURVEY DISK
 KR0665_SETTING: 0 = UNSPECIFIED SETTING
 KR0665_STAMPING: 001 - 1 4 RESET 1966
 KR0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0665
 KR0665  HISTORY     - Date     Condition        Report By
 KR0665  HISTORY     - 1966     MONUMENTED       CGS
 KR0665
 KR0665                          STATION DESCRIPTION
 KR0665
 KR0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KR0665'2.6 MI SW FROM BRADY HOT SPRINGS.
 KR0665'ABOUT 2.6 MILES SOUTHWEST ALONG INTERSTATE ROUTE 80 FROM BRADY HOT
 KR0665'SPRING, 200 FEET SOUTHEAST OF THE CENTER LINE OF THE EAST-BOUND LANE
 KR0665'AT ENGINEERS STATION OE1 80 + 01 38 P.T. =OE 80 + 01.92 P.O.T.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0511 ***********************************************************************
 KR0511  DESIGNATION -  001 1 40
 KR0511  PID         -  KR0511
 KR0511  STATE/COUNTY-  NV/CHURCHILL
 KR0511  USGS QUAD   -  WHITE PLAINS (1986)
 KR0511
 KR0511                         *CURRENT SURVEY CONTROL
 KR0511  ___________________________________________________________________
 KR0511* NAD 83(1986)-  39 55 07.     (N)    118 48 36.     (W)     SCALED    
 KR0511* NAVD 88     -      1192.099  (meters)    3911.08   (feet)  ADJUSTED  
 KR0511  ___________________________________________________________________
 KR0511  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 KR0511  DYNAMIC HT  -        1191.134 (meters)    3907.91  (feet)  COMP
 KR0511  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 KR0511
 KR0511  VERT ORDER  -  FIRST     CLASS II
 KR0511
 KR0511.The horizontal coordinates were scaled from a topographic map and have
 KR0511.an estimated accuracy of +/- 6 seconds.
 KR0511
 KR0511.The orthometric height was determined by differential leveling
 KR0511.and adjusted by the National Geodetic Survey in June 1991..
 KR0511
 KR0511.The geoid height was determined by GEOID03.
 KR0511
 KR0511.The dynamic height is computed by dividing the NAVD 88
 KR0511.geopotential number by the normal gravity value computed on the
 KR0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0511.degrees latitude (g = 980.6199 gals.).
 KR0511
 KR0511.The modeled gravity was interpolated from observed gravity values.
 KR0511
 KR0511;                    North         East    Units  Estimated Accuracy
 KR0511;SPC NV W     - 4,573,600.      780,620.      MT  (+/- 180 meters Scaled)
 KR0511
 KR0511                          SUPERSEDED SURVEY CONTROL
 KR0511
 KR0511  NGVD 29 (??/??/92) 1191.191  (m)         3908.10   (f) ADJ UNCH    1 2
 KR0511
 KR0511.Superseded values are not recommended for survey control.
 KR0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0511.See file dsdata.txt to determine how the superseded data were derived.
 KR0511
 KR0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE453202(NAD 83)
 KR0511_MARKER: DD = SURVEY DISK
 KR0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0511_SP_SET: CONCRETE POST
 KR0511_STAMPING: 001-1 40
 KR0511_MARK LOGO: NVDH  
 KR0511_PROJECTION: PROJECTING 10 CENTIMETERS
 KR0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0511+STABILITY: SURFACE MOTION
 KR0511
 KR0511  HISTORY     - Date     Condition        Report By
 KR0511  HISTORY     - UNK      MONUMENTED       NVDH
 KR0511  HISTORY     - 1958     GOOD             NGS
 KR0511  HISTORY     - 1986     GOOD             NGS
 KR0511
 KR0511                          STATION DESCRIPTION
 KR0511
 KR0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0511'10.7 MI SW FROM TOY.
 KR0511'10.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0511'STATION 112.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN
 KR0511'A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 KR0511
 KR0511                          STATION RECOVERY (1986)
 KR0511
 KR0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0511'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 3.8 KM (2.4 MI)
 KR0511'NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0511'FERNLEY, THENCE 49.6 KM (30.8 MI) NORTHEAST ALONG I-80, 0.58 KM (0.36
 KR0511'MI) SOUTHWEST OF MILE POST 80, 36.6 METERS (120 FT) NORTHWEST OF THE
 KR0511'CENTERLINE OF THE WESTBOUND LANES, 7.9 METERS (26.0 FT) EAST OF THE
 KR0511'TOP OF A SMALL SAND HILL, 61.9 METERS (203 FT) WEST OF THE NORTHWEST
 KR0511'END OF A 36-INCH CULVERT, 27.0 METERS (88.5 FT) SOUTHEAST OF A FENCE.
 KR0511'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR0511'THE MARK IS 0.6 M ABOVE THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0512 ***********************************************************************
 KR0512  DESIGNATION -  001 1 41
 KR0512  PID         -  KR0512
 KR0512  STATE/COUNTY-  NV/CHURCHILL
 KR0512  USGS QUAD   -  WHITE PLAINS (1986)
 KR0512
 KR0512                         *CURRENT SURVEY CONTROL
 KR0512  ___________________________________________________________________
 KR0512* NAD 83(1986)-  39 55 23.     (N)    118 47 55.     (W)     SCALED    
 KR0512* NAVD 88     -      1192.262  (meters)    3911.61   (feet)  ADJUSTED  
 KR0512  ___________________________________________________________________
 KR0512  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 KR0512  DYNAMIC HT  -        1191.294 (meters)    3908.44  (feet)  COMP
 KR0512  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 KR0512
 KR0512  VERT ORDER  -  FIRST     CLASS II
 KR0512
 KR0512.The horizontal coordinates were scaled from a topographic map and have
 KR0512.an estimated accuracy of +/- 6 seconds.
 KR0512
 KR0512.The orthometric height was determined by differential leveling
 KR0512.and adjusted by the National Geodetic Survey in June 1991..
 KR0512.WARNING-Repeat measurements at this control monument indicate possible
 KR0512.vertical movement.
 KR0512
 KR0512.The geoid height was determined by GEOID03.
 KR0512
 KR0512.The dynamic height is computed by dividing the NAVD 88
 KR0512.geopotential number by the normal gravity value computed on the
 KR0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0512.degrees latitude (g = 980.6199 gals.).
 KR0512
 KR0512.The modeled gravity was interpolated from observed gravity values.
 KR0512
 KR0512;                    North         East    Units  Estimated Accuracy
 KR0512;SPC NV W     - 4,574,090.      781,600.      MT  (+/- 180 meters Scaled)
 KR0512
 KR0512                          SUPERSEDED SURVEY CONTROL
 KR0512
 KR0512  NGVD 29 (??/??/92) 1191.374  (m)         3908.70   (f) ADJ UNCH    1 2
 KR0512
 KR0512.Superseded values are not recommended for survey control.
 KR0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0512.See file dsdata.txt to determine how the superseded data were derived.
 KR0512
 KR0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE462207(NAD 83)
 KR0512_MARKER: DD = SURVEY DISK
 KR0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0512_SP_SET: CONCRETE POST
 KR0512_STAMPING: 001-1 41
 KR0512_MARK LOGO: NVDH  
 KR0512_PROJECTION: FLUSH
 KR0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0512+STABILITY: SURFACE MOTION
 KR0512
 KR0512  HISTORY     - Date     Condition        Report By
 KR0512  HISTORY     - UNK      MONUMENTED       NVDH
 KR0512  HISTORY     - 1958     GOOD             NGS
 KR0512  HISTORY     - 1986     GOOD             NGS
 KR0512
 KR0512                          STATION DESCRIPTION
 KR0512
 KR0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0512'10.0 MI SW FROM TOY.
 KR0512'10.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0512'STATION, 149.0 FEET NORTH OF THE NORTH CORNER OF A CONCRETE CULVERT,
 KR0512'90.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0512'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 KR0512
 KR0512                          STATION RECOVERY (1986)
 KR0512
 KR0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0512'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 3.8 KM (2.4 MI)
 KR0512'NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0512'FERNLEY, THENCE 50.6 KM (31.4 MI) NORTHEAST ALONG I-80, 0.5 KM (0.3
 KR0512'MI) NORTHEAST OF MILE POST 80, 32.3 METERS (106 FT) NORTHWEST OF THE
 KR0512'CENTERLINE OF THE WESTBOUND LANES, 31.1 METERS (102 FT) SOUTHEAST OF A
 KR0512'FENCE.
 KR0512'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0512'THE MARK IS ABOVE LEVEL WITH THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0514 ***********************************************************************
 KR0514  DESIGNATION -  001 1 42
 KR0514  PID         -  KR0514
 KR0514  STATE/COUNTY-  NV/CHURCHILL
 KR0514  USGS QUAD   -  WHITE PLAINS (1986)
 KR0514
 KR0514                         *CURRENT SURVEY CONTROL
 KR0514  ___________________________________________________________________
 KR0514* NAD 83(1986)-  39 55 42.     (N)    118 47 10.     (W)     SCALED    
 KR0514* NAVD 88     -      1196.156  (meters)    3924.39   (feet)  ADJUSTED  
 KR0514  ___________________________________________________________________
 KR0514  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 KR0514  DYNAMIC HT  -        1195.180 (meters)    3921.19  (feet)  COMP
 KR0514  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 KR0514
 KR0514  VERT ORDER  -  FIRST     CLASS II
 KR0514
 KR0514.The horizontal coordinates were scaled from a topographic map and have
 KR0514.an estimated accuracy of +/- 6 seconds.
 KR0514
 KR0514.The orthometric height was determined by differential leveling
 KR0514.and adjusted by the National Geodetic Survey in June 1991..
 KR0514
 KR0514.The geoid height was determined by GEOID03.
 KR0514
 KR0514.The dynamic height is computed by dividing the NAVD 88
 KR0514.geopotential number by the normal gravity value computed on the
 KR0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0514.degrees latitude (g = 980.6199 gals.).
 KR0514
 KR0514.The modeled gravity was interpolated from observed gravity values.
 KR0514
 KR0514;                    North         East    Units  Estimated Accuracy
 KR0514;SPC NV W     - 4,574,680.      782,670.      MT  (+/- 180 meters Scaled)
 KR0514
 KR0514                          SUPERSEDED SURVEY CONTROL
 KR0514
 KR0514  NGVD 29 (??/??/92) 1195.240  (m)         3921.38   (f) ADJ UNCH    1 2
 KR0514
 KR0514.Superseded values are not recommended for survey control.
 KR0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0514.See file dsdata.txt to determine how the superseded data were derived.
 KR0514
 KR0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE473213(NAD 83)
 KR0514_MARKER: DD = SURVEY DISK
 KR0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0514_SP_SET: CONCRETE POST
 KR0514_STAMPING: 001-1 42
 KR0514_MARK LOGO: NVDH  
 KR0514_PROJECTION: PROJECTING 5 CENTIMETERS
 KR0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0514+STABILITY: SURFACE MOTION
 KR0514
 KR0514  HISTORY     - Date     Condition        Report By
 KR0514  HISTORY     - UNK      MONUMENTED       NVDH
 KR0514  HISTORY     - 1958     GOOD             NGS
 KR0514  HISTORY     - 1986     GOOD             NGS
 KR0514
 KR0514                          STATION DESCRIPTION
 KR0514
 KR0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0514'9.25 MI SW FROM TOY.
 KR0514'9.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0514'STATION, 121.0 FEET WEST OF THE WEST CORNER OF A CONCRETE CULVERT,
 KR0514'94.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0514'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 KR0514
 KR0514                          STATION RECOVERY (1986)
 KR0514
 KR0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0514'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0514'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0514'FERNLEY, THENCE 51.8 KM (32.2 MI) NORTHEAST ALONG I-80, 3.31 KM
 KR0514'(2.06 MI) SOUTHWEST OF THE JUNCTION OF US HIGHWAY 95, 31.1 METERS
 KR0514'(102 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES, 40.5
 KR0514'METERS (133 FT) NORTH-NORTHEAST OF MILE POST 81, 32.3 METERS (106 FT)
 KR0514'SOUTHEAST OF A FENCE.
 KR0514'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0514'THE MARK IS 0.3 M ABOVE THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0515 ***********************************************************************
 KR0515  DESIGNATION -  001 1 43
 KR0515  PID         -  KR0515
 KR0515  STATE/COUNTY-  NV/CHURCHILL
 KR0515  USGS QUAD   -  WHITE PLAINS (1986)
 KR0515
 KR0515                         *CURRENT SURVEY CONTROL
 KR0515  ___________________________________________________________________
 KR0515* NAD 83(1986)-  39 55 51.     (N)    118 46 46.     (W)     SCALED    
 KR0515* NAVD 88     -      1200.580  (meters)    3938.90   (feet)  ADJUSTED  
 KR0515  ___________________________________________________________________
 KR0515  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 KR0515  DYNAMIC HT  -        1199.600 (meters)    3935.69  (feet)  COMP
 KR0515  MODELED GRAV-     979,768.7   (mgal)                       NAVD 88
 KR0515
 KR0515  VERT ORDER  -  FIRST     CLASS II
 KR0515
 KR0515.The horizontal coordinates were scaled from a topographic map and have
 KR0515.an estimated accuracy of +/- 6 seconds.
 KR0515
 KR0515.The orthometric height was determined by differential leveling
 KR0515.and adjusted by the National Geodetic Survey in June 1991..
 KR0515
 KR0515.The geoid height was determined by GEOID03.
 KR0515
 KR0515.The dynamic height is computed by dividing the NAVD 88
 KR0515.geopotential number by the normal gravity value computed on the
 KR0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0515.degrees latitude (g = 980.6199 gals.).
 KR0515
 KR0515.The modeled gravity was interpolated from observed gravity values.
 KR0515
 KR0515;                    North         East    Units  Estimated Accuracy
 KR0515;SPC NV W     - 4,574,950.      783,240.      MT  (+/- 180 meters Scaled)
 KR0515
 KR0515                          SUPERSEDED SURVEY CONTROL
 KR0515
 KR0515  NGVD 29 (??/??/92) 1199.666  (m)         3935.90   (f) ADJ UNCH    1 2
 KR0515
 KR0515.Superseded values are not recommended for survey control.
 KR0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0515.See file dsdata.txt to determine how the superseded data were derived.
 KR0515
 KR0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE479215(NAD 83)
 KR0515_MARKER: DD = SURVEY DISK
 KR0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0515_SP_SET: CONCRETE POST
 KR0515_STAMPING: 001-1 43
 KR0515_MARK LOGO: NVDH  
 KR0515_PROJECTION: PROJECTING 10 CENTIMETERS
 KR0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0515+STABILITY: SURFACE MOTION
 KR0515
 KR0515  HISTORY     - Date     Condition        Report By
 KR0515  HISTORY     - UNK      MONUMENTED       NVDH
 KR0515  HISTORY     - 1958     GOOD             NGS
 KR0515  HISTORY     - 1986     GOOD             NGS
 KR0515
 KR0515                          STATION DESCRIPTION
 KR0515
 KR0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0515'8.85 MI SW FROM TOY.
 KR0515'8.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0515'STATION, 101.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 33.8
 KR0515'FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER POST, SET IN A ROUND CONCRETE
 KR0515'POST PROJECTING 5 INCHES ABOVE GROUND SURFACE.
 KR0515
 KR0515                          STATION RECOVERY (1986)
 KR0515
 KR0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0515'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0515'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0515'FERNLEY, THENCE 52.4 KM (32.6 MI) NORTHEAST ALONG I-80, 2.66 KM
 KR0515'(1.65 MI) SOUTHWEST OF THE JUNCTION OF US HIGHWAY 95, 0.69 KM (0.43
 KR0515'MI) NORTHEAST OF MILE POST 81, 32.9 METERS (108 FT) NORTHWEST OF THE
 KR0515'CENTERLINE OF THE WESTBOUND LANES, 30.8 METERS (101 FT) SOUTHEAST OF A
 KR0515'FENCE.
 KR0515'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 KR0515'THE MARK IS 1.6 M ABOVE THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0516 ***********************************************************************
 KR0516  DESIGNATION -  001 1 44
 KR0516  PID         -  KR0516
 KR0516  STATE/COUNTY-  NV/CHURCHILL
 KR0516  USGS QUAD   -  WHITE PLAINS (1986)
 KR0516
 KR0516                         *CURRENT SURVEY CONTROL
 KR0516  ___________________________________________________________________
 KR0516* NAD 83(1986)-  39 56 11.     (N)    118 45 54.     (W)     SCALED    
 KR0516* NAVD 88     -      1210.416  (meters)    3971.17   (feet)  ADJUSTED  
 KR0516  ___________________________________________________________________
 KR0516  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 KR0516  DYNAMIC HT  -        1209.427 (meters)    3967.93  (feet)  COMP
 KR0516  MODELED GRAV-     979,767.9   (mgal)                       NAVD 88
 KR0516
 KR0516  VERT ORDER  -  SECOND    CLASS 0
 KR0516
 KR0516.The horizontal coordinates were scaled from a topographic map and have
 KR0516.an estimated accuracy of +/- 6 seconds.
 KR0516
 KR0516.The orthometric height was determined by differential leveling
 KR0516.and adjusted by the National Geodetic Survey in June 1991..
 KR0516
 KR0516.The geoid height was determined by GEOID03.
 KR0516
 KR0516.The dynamic height is computed by dividing the NAVD 88
 KR0516.geopotential number by the normal gravity value computed on the
 KR0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0516.degrees latitude (g = 980.6199 gals.).
 KR0516
 KR0516.The modeled gravity was interpolated from observed gravity values.
 KR0516
 KR0516;                    North         East    Units  Estimated Accuracy
 KR0516;SPC NV W     - 4,575,570.      784,470.      MT  (+/- 180 meters Scaled)
 KR0516
 KR0516                          SUPERSEDED SURVEY CONTROL
 KR0516
 KR0516  NGVD 29 (??/??/92) 1209.503  (m)         3968.18   (f) ADJ UNCH    2 0
 KR0516
 KR0516.Superseded values are not recommended for survey control.
 KR0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0516.See file dsdata.txt to determine how the superseded data were derived.
 KR0516
 KR0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE491221(NAD 83)
 KR0516_MARKER: DD = SURVEY DISK
 KR0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0516_STAMPING: 001-1 44
 KR0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0516+STABILITY: SURFACE MOTION
 KR0516
 KR0516  HISTORY     - Date     Condition        Report By
 KR0516  HISTORY     - UNK      MONUMENTED       NVDH
 KR0516  HISTORY     - 1958     GOOD             NGS
 KR0516  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0516
 KR0516                          STATION DESCRIPTION
 KR0516
 KR0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0516'8.0 MI SW FROM TOY.
 KR0516'8.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0516'STATION, 0.2 MILE SOUTHWEST OF TRIANGULATION STATION PACE 1957, 104.0
 KR0516'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 74.8 FEET NORTHWEST
 KR0516'OF THE CENTER OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT, SET IN
 KR0516'A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 KR0516
 KR0516                          STATION RECOVERY (1986)
 KR0516
 KR0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0516'NOT RECOVERED.  A CONCRETE POST WAS FOUND AT THE DESCRIBED LOCATION,
 KR0516'BUT THE DISK WAS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0520 ***********************************************************************
 KR0520  DESIGNATION -  001 1 45
 KR0520  PID         -  KR0520
 KR0520  STATE/COUNTY-  NV/CHURCHILL
 KR0520  USGS QUAD   -  WHITE PLAINS (1986)
 KR0520
 KR0520                         *CURRENT SURVEY CONTROL
 KR0520  ___________________________________________________________________
 KR0520* NAD 83(1986)-  39 56 19.     (N)    118 45 37.     (W)     SCALED    
 KR0520* NAVD 88     -      1211.464  (meters)    3974.61   (feet)  ADJUSTED  
 KR0520  ___________________________________________________________________
 KR0520  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 KR0520  DYNAMIC HT  -        1210.475 (meters)    3971.37  (feet)  COMP
 KR0520  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 KR0520
 KR0520  VERT ORDER  -  SECOND    CLASS 0
 KR0520
 KR0520.The horizontal coordinates were scaled from a topographic map and have
 KR0520.an estimated accuracy of +/- 6 seconds.
 KR0520
 KR0520.The orthometric height was determined by differential leveling
 KR0520.and adjusted by the National Geodetic Survey in June 1991..
 KR0520
 KR0520.The geoid height was determined by GEOID03.
 KR0520
 KR0520.The dynamic height is computed by dividing the NAVD 88
 KR0520.geopotential number by the normal gravity value computed on the
 KR0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0520.degrees latitude (g = 980.6199 gals.).
 KR0520
 KR0520.The modeled gravity was interpolated from observed gravity values.
 KR0520
 KR0520;                    North         East    Units  Estimated Accuracy
 KR0520;SPC NV W     - 4,575,810.      784,880.      MT  (+/- 180 meters Scaled)
 KR0520
 KR0520                          SUPERSEDED SURVEY CONTROL
 KR0520
 KR0520  NGVD 29 (??/??/92) 1210.553  (m)         3971.62   (f) ADJ UNCH    2 0
 KR0520
 KR0520.Superseded values are not recommended for survey control.
 KR0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0520.See file dsdata.txt to determine how the superseded data were derived.
 KR0520
 KR0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE496224(NAD 83)
 KR0520_MARKER: DD = SURVEY DISK
 KR0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0520_STAMPING: 001-1 45
 KR0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0520+STABILITY: SURFACE MOTION
 KR0520
 KR0520  HISTORY     - Date     Condition        Report By
 KR0520  HISTORY     - UNK      MONUMENTED       NVDH
 KR0520  HISTORY     - 1958     GOOD             NGS
 KR0520  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0520
 KR0520                          STATION DESCRIPTION
 KR0520
 KR0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0520'7.75 MI SW FROM TOY.
 KR0520'7.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0520'STATION, 0.05 MILE NORTHEAST OF TRIANGULATION STATION PACE 1957, 123.0
 KR0520'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 118.0 FEET SOUTHWEST
 KR0520'OF THE CENTER OF A DIRT ROAD, 96.7 FEET NORTHWEST OF THE NORTHEAST
 KR0520'CORNER OF A CONCRETE CULVERT, SET IN A ROUND CONCRETE POST PROJECTING
 KR0520'3 INCHES ABOVE GROUND SURFACE.
 KR0520
 KR0520                          STATION RECOVERY (1986)
 KR0520
 KR0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0520'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0521 ***********************************************************************
 KR0521  DESIGNATION -  001 1 46
 KR0521  PID         -  KR0521
 KR0521  STATE/COUNTY-  NV/CHURCHILL
 KR0521  USGS QUAD   -  WHITE PLAINS (1986)
 KR0521
 KR0521                         *CURRENT SURVEY CONTROL
 KR0521  ___________________________________________________________________
 KR0521* NAD 83(1986)-  39 56 29.     (N)    118 45 09.     (W)     SCALED    
 KR0521* NAVD 88     -      1204.069  (meters)    3950.35   (feet)  ADJUSTED  
 KR0521  ___________________________________________________________________
 KR0521  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 KR0521  DYNAMIC HT  -        1203.087 (meters)    3947.13  (feet)  COMP
 KR0521  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 KR0521
 KR0521  VERT ORDER  -  FIRST     CLASS II
 KR0521
 KR0521.The horizontal coordinates were scaled from a topographic map and have
 KR0521.an estimated accuracy of +/- 6 seconds.
 KR0521
 KR0521.The orthometric height was determined by differential leveling
 KR0521.and adjusted by the National Geodetic Survey in June 1991..
 KR0521.WARNING-Repeat measurements at this control monument indicate possible
 KR0521.vertical movement.
 KR0521
 KR0521.The geoid height was determined by GEOID03.
 KR0521
 KR0521.The dynamic height is computed by dividing the NAVD 88
 KR0521.geopotential number by the normal gravity value computed on the
 KR0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0521.degrees latitude (g = 980.6199 gals.).
 KR0521
 KR0521.The modeled gravity was interpolated from observed gravity values.
 KR0521
 KR0521;                    North         East    Units  Estimated Accuracy
 KR0521;SPC NV W     - 4,576,120.      785,540.      MT  (+/- 180 meters Scaled)
 KR0521
 KR0521                          SUPERSEDED SURVEY CONTROL
 KR0521
 KR0521  NGVD 29 (??/??/92) 1203.175  (m)         3947.42   (f) ADJ UNCH    1 2
 KR0521
 KR0521.Superseded values are not recommended for survey control.
 KR0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0521.See file dsdata.txt to determine how the superseded data were derived.
 KR0521
 KR0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE502227(NAD 83)
 KR0521_MARKER: DD = SURVEY DISK
 KR0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0521_SP_SET: CONCRETE POST
 KR0521_STAMPING: 001-1 46
 KR0521_MARK LOGO: NVDH  
 KR0521_PROJECTION: PROJECTING 5 CENTIMETERS
 KR0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0521+STABILITY: SURFACE MOTION
 KR0521
 KR0521  HISTORY     - Date     Condition        Report By
 KR0521  HISTORY     - UNK      MONUMENTED       NVDH
 KR0521  HISTORY     - 1958     GOOD             NGS
 KR0521  HISTORY     - 1986     GOOD             NGS
 KR0521
 KR0521                          STATION DESCRIPTION
 KR0521
 KR0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0521'7.3 MI SW FROM TOY.
 KR0521'7.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0521'STATION, 0.1 MILE SOUTHWEST OF 70 GWM 1950 3943 (USGS), 101.0 FEET
 KR0521'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND CONCRETE
 KR0521'POST PROJECTING 8 INCHES ABOVE GROUND SURFACE.
 KR0521
 KR0521                          STATION RECOVERY (1986)
 KR0521
 KR0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0521'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0521'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0521'FERNLEY, THENCE 54.9 KM (34.1 MI) NORTHEAST ALONG I-80, 0.23 KM
 KR0521'(0.14 MI) SOUTHWEST OF THE JUNCTION OF US HIGHWAY 95, 33.5 METERS
 KR0521'(110 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES, 72.7
 KR0521'METERS (238.5 FT) SOUTHWEST OF MILEPOST 83, 29.9 METERS (98.0 FT)
 KR0521'SOUTHEAST OF A FENCE.
 KR0521'THE MARK IS 0.6 METERS  SW FROM  A WITNESS POST
 KR0521'THE MARK IS 1.5 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0523 ***********************************************************************
 KR0523  DESIGNATION -  001 1 47
 KR0523  PID         -  KR0523
 KR0523  STATE/COUNTY-  NV/CHURCHILL
 KR0523  USGS QUAD   -  OCALA (1986)
 KR0523
 KR0523                         *CURRENT SURVEY CONTROL
 KR0523  ___________________________________________________________________
 KR0523* NAD 83(1986)-  39 56 41.     (N)    118 44 36.     (W)     SCALED    
 KR0523* NAVD 88     -      1200.324  (meters)    3938.06   (feet)  ADJUSTED  
 KR0523  ___________________________________________________________________
 KR0523  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 KR0523  DYNAMIC HT  -        1199.347 (meters)    3934.86  (feet)  COMP
 KR0523  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 KR0523
 KR0523  VERT ORDER  -  FIRST     CLASS II
 KR0523
 KR0523.The horizontal coordinates were scaled from a topographic map and have
 KR0523.an estimated accuracy of +/- 6 seconds.
 KR0523
 KR0523.The orthometric height was determined by differential leveling
 KR0523.and adjusted by the National Geodetic Survey in June 1991..
 KR0523
 KR0523.The geoid height was determined by GEOID03.
 KR0523
 KR0523.The dynamic height is computed by dividing the NAVD 88
 KR0523.geopotential number by the normal gravity value computed on the
 KR0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0523.degrees latitude (g = 980.6199 gals.).
 KR0523
 KR0523.The modeled gravity was interpolated from observed gravity values.
 KR0523
 KR0523;                    North         East    Units  Estimated Accuracy
 KR0523;SPC NV W     - 4,576,490.      786,330.      MT  (+/- 180 meters Scaled)
 KR0523
 KR0523                          SUPERSEDED SURVEY CONTROL
 KR0523
 KR0523  NGVD 29 (??/??/92) 1199.421  (m)         3935.10   (f) ADJ UNCH    1 2
 KR0523
 KR0523.Superseded values are not recommended for survey control.
 KR0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0523.See file dsdata.txt to determine how the superseded data were derived.
 KR0523
 KR0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE510230(NAD 83)
 KR0523_MARKER: DD = SURVEY DISK
 KR0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0523_SP_SET: CONCRETE POST
 KR0523_STAMPING: 001-1 47
 KR0523_MARK LOGO: NVDH  
 KR0523_PROJECTION: PROJECTING 5 CENTIMETERS
 KR0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0523+STABILITY: SURFACE MOTION
 KR0523
 KR0523  HISTORY     - Date     Condition        Report By
 KR0523  HISTORY     - UNK      MONUMENTED       NVDH
 KR0523  HISTORY     - 1958     GOOD             NGS
 KR0523  HISTORY     - 1986     GOOD             NGS
 KR0523
 KR0523                          STATION DESCRIPTION
 KR0523
 KR0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0523'6.8 MI SW FROM TOY.
 KR0523'6.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0523'STATION, 206.0 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, SET IN
 KR0523'A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND SURFACE.
 KR0523
 KR0523                          STATION RECOVERY (1986)
 KR0523
 KR0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0523'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0523'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0523'FERNLEY, THENCE 55.7 KM (34.6 MI) NORTHEAST ALONG I-80, 0.57 KM
 KR0523'(0.35 MI) NORTHEAST OF THE JUNCTION OF US HIGHWAY 95, 0.80 KM (0.50
 KR0523'MI) SOUTHWEST OF MILE POST 84, 21.3 METERS (70.0 FT) SOUTHEAST OF THE
 KR0523'CENTERLINE OF THE EASTBOUND LANES, 40.1 METERS (131.5 FT) NORTHWEST OF
 KR0523'A FENCE, 20.7 METERS (68.0 FT) EAST OF COUNTY MILE POST 22.46.
 KR0523'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0523'THE MARK IS 2.3 M BELOW THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0524 ***********************************************************************
 KR0524  DESIGNATION -  001 1 48
 KR0524  PID         -  KR0524
 KR0524  STATE/COUNTY-  NV/CHURCHILL
 KR0524  USGS QUAD   -  OCALA (1986)
 KR0524
 KR0524                         *CURRENT SURVEY CONTROL
 KR0524  ___________________________________________________________________
 KR0524* NAD 83(1986)-  39 57 04.     (N)    118 43 46.     (W)     SCALED    
 KR0524* NAVD 88     -      1203.450  (meters)    3948.32   (feet)  ADJUSTED  
 KR0524  ___________________________________________________________________
 KR0524  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 KR0524  DYNAMIC HT  -        1202.478 (meters)    3945.13  (feet)  COMP
 KR0524  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 KR0524
 KR0524  VERT ORDER  -  SECOND    CLASS 0
 KR0524
 KR0524.The horizontal coordinates were scaled from a topographic map and have
 KR0524.an estimated accuracy of +/- 6 seconds.
 KR0524
 KR0524.The orthometric height was determined by differential leveling
 KR0524.and adjusted by the National Geodetic Survey in June 1991..
 KR0524
 KR0524.The geoid height was determined by GEOID03.
 KR0524
 KR0524.The dynamic height is computed by dividing the NAVD 88
 KR0524.geopotential number by the normal gravity value computed on the
 KR0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0524.degrees latitude (g = 980.6199 gals.).
 KR0524
 KR0524.The modeled gravity was interpolated from observed gravity values.
 KR0524
 KR0524;                    North         East    Units  Estimated Accuracy
 KR0524;SPC NV W     - 4,577,200.      787,520.      MT  (+/- 180 meters Scaled)
 KR0524
 KR0524                          SUPERSEDED SURVEY CONTROL
 KR0524
 KR0524  NGVD 29 (??/??/92) 1202.553  (m)         3945.38   (f) ADJ UNCH    2 0
 KR0524
 KR0524.Superseded values are not recommended for survey control.
 KR0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0524.See file dsdata.txt to determine how the superseded data were derived.
 KR0524
 KR0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE522237(NAD 83)
 KR0524_MARKER: DD = SURVEY DISK
 KR0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0524_STAMPING: 001-1 48
 KR0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0524+STABILITY: SURFACE MOTION
 KR0524
 KR0524  HISTORY     - Date     Condition        Report By
 KR0524  HISTORY     - UNK      MONUMENTED       NVDH
 KR0524  HISTORY     - 1958     GOOD             NGS
 KR0524  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0524
 KR0524                          STATION DESCRIPTION
 KR0524
 KR0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0524'5.9 MI SW FROM TOY.
 KR0524'5.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0524'STATION, 0.1 MILE SOUTHWEST OF THE FALLON-LOVELOCK CUTOFF, 104.0 FEET
 KR0524'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND CONCRETE
 KR0524'POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 KR0524
 KR0524                          STATION RECOVERY (1986)
 KR0524
 KR0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0524'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0529 ***********************************************************************
 KR0529  DESIGNATION -  001 1 49
 KR0529  PID         -  KR0529
 KR0529  STATE/COUNTY-  NV/CHURCHILL
 KR0529  USGS QUAD   -  OCALA (1986)
 KR0529
 KR0529                         *CURRENT SURVEY CONTROL
 KR0529  ___________________________________________________________________
 KR0529* NAD 83(1986)-  39 57 14.     (N)    118 43 16.     (W)     SCALED    
 KR0529* NAVD 88     -      1226.410  (meters)    4023.65   (feet)  ADJUSTED  
 KR0529  ___________________________________________________________________
 KR0529  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 KR0529  DYNAMIC HT  -        1225.420 (meters)    4020.40  (feet)  COMP
 KR0529  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 KR0529
 KR0529  VERT ORDER  -  SECOND    CLASS 0
 KR0529
 KR0529.The horizontal coordinates were scaled from a topographic map and have
 KR0529.an estimated accuracy of +/- 6 seconds.
 KR0529
 KR0529.The orthometric height was determined by differential leveling
 KR0529.and adjusted by the National Geodetic Survey in June 1991..
 KR0529
 KR0529.The geoid height was determined by GEOID03.
 KR0529
 KR0529.The dynamic height is computed by dividing the NAVD 88
 KR0529.geopotential number by the normal gravity value computed on the
 KR0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0529.degrees latitude (g = 980.6199 gals.).
 KR0529
 KR0529.The modeled gravity was interpolated from observed gravity values.
 KR0529
 KR0529;                    North         East    Units  Estimated Accuracy
 KR0529;SPC NV W     - 4,577,500.      788,230.      MT  (+/- 180 meters Scaled)
 KR0529
 KR0529                          SUPERSEDED SURVEY CONTROL
 KR0529
 KR0529  NGVD 29 (??/??/92) 1225.51   (m)         4020.7    (f) COMPUTED    2 0
 KR0529
 KR0529.Superseded values are not recommended for survey control.
 KR0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0529.See file dsdata.txt to determine how the superseded data were derived.
 KR0529
 KR0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE529240(NAD 83)
 KR0529_MARKER: DD = SURVEY DISK
 KR0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0529_STAMPING: 001-1 49
 KR0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0529+STABILITY: SURFACE MOTION
 KR0529
 KR0529  HISTORY     - Date     Condition        Report By
 KR0529  HISTORY     - UNK      MONUMENTED       NVDH
 KR0529  HISTORY     - 1958     GOOD             NGS
 KR0529  HISTORY     - 1961     POOR             NGS
 KR0529
 KR0529                          STATION DESCRIPTION
 KR0529
 KR0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0529'5.25 MI SW FROM TOY.
 KR0529'5.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0529'STATION, 152.0 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 168.0
 KR0529'FEET NORTHWEST TO TRIANGULATION STATION REST 1957, SET IN A ROUND
 KR0529'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 KR0529
 KR0529                          STATION RECOVERY (1961)
 KR0529
 KR0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KR0529'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1540 ***********************************************************************
 KR1540  DESIGNATION -  001 1 49
 KR1540  PID         -  KR1540
 KR1540  STATE/COUNTY-  NV/CHURCHILL
 KR1540  USGS QUAD   -  OCALA (1986)
 KR1540
 KR1540                         *CURRENT SURVEY CONTROL
 KR1540  ___________________________________________________________________
 KR1540* NAD 83(1994)-  39 57 15.59722(N)    118 43 04.51429(W)     ADJUSTED  
 KR1540* NAVD 88     -      1226.41   (+/-2cm)    4023.6    (feet)  VERTCON   
 KR1540  ___________________________________________________________________
 KR1540  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 KR1540  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 KR1540
 KR1540  HORZ ORDER  -  SECOND
 KR1540  VERT ORDER  -  THIRD ? (See Below)
 KR1540
 KR1540.The horizontal coordinates were established by classical geodetic methods
 KR1540.and adjusted by the National Geodetic Survey in June 1998..
 KR1540
 KR1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1540.The vertical order pertains to the NGVD 29 superseded value.
 KR1540
 KR1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1540
 KR1540.The geoid height was determined by GEOID03.
 KR1540
 KR1540;                    North         East     Units Scale Factor Converg.
 KR1540;SPC NV W     - 4,577,550.967   788,500.567   MT  0.99990163   -0 05 11.1
 KR1540;SPC NV W     -15,018,181.80  2,586,938.94   sFT  0.99990163   -0 05 11.1
 KR1540;UTM  11      - 4,424,101.570   353,257.269   MT  0.99986510   -1 06 12.3
 KR1540
 KR1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1540!SPC NV W     -   0.99981133  x   0.99990163  =   0.99971297
 KR1540!UTM  11      -   0.99981133  x   0.99986510  =   0.99967645
 KR1540
 KR1540                          SUPERSEDED SURVEY CONTROL
 KR1540
 KR1540  NAD 83(1986)-  39 57 15.60391(N)    118 43 04.50851(W) AD(       ) 2
 KR1540  NAD 27      -  39 57 15.92480(N)    118 43 00.95700(W) AD(       ) 2
 KR1540  NGVD 29 (07/19/86) 1225.51   (m)         4020.7    (f) LEVELING    3  
 KR1540
 KR1540.Superseded values are not recommended for survey control.
 KR1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1540.See file dsdata.txt to determine how the superseded data were derived.
 KR1540
 KR1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE5325724102(NAD 83)
 KR1540_MARKER: DD = SURVEY DISK
 KR1540_SETTING: 0 = UNSPECIFIED SETTING
 KR1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1540
 KR1540  HISTORY     - Date     Condition        Report By
 KR1540  HISTORY     - 1957     MONUMENTED       NVDH
 KR1540
 KR1540                          STATION DESCRIPTION
 KR1540
 KR1540'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1957
 KR1540'THE MARK OF THE NEVADA HIGHWAY DEPARTMENT IS A BRONZE DISK
 KR1540'SET IN A CONE TOPPED CONCRETE POST, PROJECTS 3 INCHES, AND IS
 KR1540'STAMPED 001-1 49.  THE MARK IS ABOUT MIDWAY BETWEEN STATION
 KR1540'REST AND THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0530 ***********************************************************************
 KR0530  DESIGNATION -  001 1 50
 KR0530  PID         -  KR0530
 KR0530  STATE/COUNTY-  NV/CHURCHILL
 KR0530  USGS QUAD   -  OCALA (1986)
 KR0530
 KR0530                         *CURRENT SURVEY CONTROL
 KR0530  ___________________________________________________________________
 KR0530* NAD 83(1986)-  39 57 24.     (N)    118 42 46.     (W)     SCALED    
 KR0530* NAVD 88     -      1226.934  (meters)    4025.37   (feet)  ADJUSTED  
 KR0530  ___________________________________________________________________
 KR0530  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 KR0530  DYNAMIC HT  -        1225.942 (meters)    4022.11  (feet)  COMP
 KR0530  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 KR0530
 KR0530  VERT ORDER  -  SECOND    CLASS 0
 KR0530
 KR0530.The horizontal coordinates were scaled from a topographic map and have
 KR0530.an estimated accuracy of +/- 6 seconds.
 KR0530
 KR0530.The orthometric height was determined by differential leveling
 KR0530.and adjusted by the National Geodetic Survey in June 1991..
 KR0530
 KR0530.The geoid height was determined by GEOID03.
 KR0530
 KR0530.The dynamic height is computed by dividing the NAVD 88
 KR0530.geopotential number by the normal gravity value computed on the
 KR0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0530.degrees latitude (g = 980.6199 gals.).
 KR0530
 KR0530.The modeled gravity was interpolated from observed gravity values.
 KR0530
 KR0530;                    North         East    Units  Estimated Accuracy
 KR0530;SPC NV W     - 4,577,810.      788,940.      MT  (+/- 180 meters Scaled)
 KR0530
 KR0530                          SUPERSEDED SURVEY CONTROL
 KR0530
 KR0530  NGVD 29 (??/??/92) 1226.04   (m)         4022.4    (f) COMPUTED    2 0
 KR0530
 KR0530.Superseded values are not recommended for survey control.
 KR0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0530.See file dsdata.txt to determine how the superseded data were derived.
 KR0530
 KR0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE537243(NAD 83)
 KR0530_MARKER: DD = SURVEY DISK
 KR0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0530_STAMPING: 001-1 50
 KR0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0530+STABILITY: SURFACE MOTION
 KR0530
 KR0530  HISTORY     - Date     Condition        Report By
 KR0530  HISTORY     - UNK      MONUMENTED       NVDH
 KR0530  HISTORY     - 1958     GOOD             NGS
 KR0530  HISTORY     - 1961     POOR             NGS
 KR0530
 KR0530                          STATION DESCRIPTION
 KR0530
 KR0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0530'4.8 MI SW FROM TOY.
 KR0530'4.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0530'STATION, 161.0 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 138.0
 KR0530'FEET SOUTHEAST OF THE EAST CORNER OF A CONCRETE CULVERT, SET IN A
 KR0530'ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 KR0530
 KR0530                          STATION RECOVERY (1961)
 KR0530
 KR0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KR0530'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0403 ***********************************************************************
 KR0403  DESIGNATION -  001 1 53
 KR0403  PID         -  KR0403
 KR0403  STATE/COUNTY-  NV/CHURCHILL
 KR0403  USGS QUAD   -  OCALA (1986)
 KR0403
 KR0403                         *CURRENT SURVEY CONTROL
 KR0403  ___________________________________________________________________
 KR0403* NAD 83(1986)-  39 58 27.     (N)    118 41 50.     (W)     SCALED    
 KR0403* NAVD 88     -      1240.589  (meters)    4070.17   (feet)  ADJUSTED  
 KR0403  ___________________________________________________________________
 KR0403  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 KR0403  DYNAMIC HT  -        1239.587 (meters)    4066.88  (feet)  COMP
 KR0403  MODELED GRAV-     979,775.3   (mgal)                       NAVD 88
 KR0403
 KR0403  VERT ORDER  -  SECOND    CLASS 0
 KR0403
 KR0403.The horizontal coordinates were scaled from a topographic map and have
 KR0403.an estimated accuracy of +/- 6 seconds.
 KR0403
 KR0403.The orthometric height was determined by differential leveling
 KR0403.and adjusted by the National Geodetic Survey in June 1991..
 KR0403
 KR0403.The geoid height was determined by GEOID03.
 KR0403
 KR0403.The dynamic height is computed by dividing the NAVD 88
 KR0403.geopotential number by the normal gravity value computed on the
 KR0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0403.degrees latitude (g = 980.6199 gals.).
 KR0403
 KR0403.The modeled gravity was interpolated from observed gravity values.
 KR0403
 KR0403;                    North         East    Units  Estimated Accuracy
 KR0403;SPC NV W     - 4,579,750.      790,270.      MT  (+/- 180 meters Scaled)
 KR0403
 KR0403                          SUPERSEDED SURVEY CONTROL
 KR0403
 KR0403  NGVD 29 (??/??/92) 1239.69   (m)         4067.2    (f) COMPUTED    2 0
 KR0403
 KR0403.Superseded values are not recommended for survey control.
 KR0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0403.See file dsdata.txt to determine how the superseded data were derived.
 KR0403
 KR0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE550262(NAD 83)
 KR0403_MARKER: DD = SURVEY DISK
 KR0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0403_STAMPING: 001 - 1 53
 KR0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0403+STABILITY: SURFACE MOTION
 KR0403
 KR0403  HISTORY     - Date     Condition        Report By
 KR0403  HISTORY     - UNK      MONUMENTED       NVDH
 KR0403  HISTORY     - 1957     GOOD             NGS
 KR0403
 KR0403                          STATION DESCRIPTION
 KR0403
 KR0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KR0403'3.25 MI SW FROM TOY.
 KR0403'3.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE SOUTHERN PACIFIC
 KR0403'RAILROAD STATION AT TOY, 103.0 FEET WEST OF CENTERLINE OF HIGHWAY,
 KR0403'84.0 FEET EAST OF POWER LINE POLE NO. 4454, 2.0 FEET SOUTHWEST OF
 KR0403'WITNESS POST, SET IN A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND
 KR0403'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0402 ***********************************************************************
 KR0402  DESIGNATION -  001 1 56
 KR0402  PID         -  KR0402
 KR0402  STATE/COUNTY-  NV/CHURCHILL
 KR0402  USGS QUAD   -  OCALA (1986)
 KR0402
 KR0402                         *CURRENT SURVEY CONTROL
 KR0402  ___________________________________________________________________
 KR0402* NAD 83(1986)-  39 59 05.     (N)    118 41 07.     (W)     SCALED    
 KR0402* NAVD 88     -      1206.248  (meters)    3957.50   (feet)  ADJUSTED  
 KR0402  ___________________________________________________________________
 KR0402  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 KR0402  DYNAMIC HT  -        1205.280 (meters)    3954.32  (feet)  COMP
 KR0402  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 KR0402
 KR0402  VERT ORDER  -  SECOND    CLASS 0
 KR0402
 KR0402.The horizontal coordinates were scaled from a topographic map and have
 KR0402.an estimated accuracy of +/- 6 seconds.
 KR0402
 KR0402.The orthometric height was determined by differential leveling
 KR0402.and adjusted by the National Geodetic Survey in June 1991..
 KR0402
 KR0402.The geoid height was determined by GEOID03.
 KR0402
 KR0402.The dynamic height is computed by dividing the NAVD 88
 KR0402.geopotential number by the normal gravity value computed on the
 KR0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0402.degrees latitude (g = 980.6199 gals.).
 KR0402
 KR0402.The modeled gravity was interpolated from observed gravity values.
 KR0402
 KR0402;                    North         East    Units  Estimated Accuracy
 KR0402;SPC NV W     - 4,580,920.      791,290.      MT  (+/- 180 meters Scaled)
 KR0402
 KR0402                          SUPERSEDED SURVEY CONTROL
 KR0402
 KR0402  NGVD 29 (??/??/92) 1205.35   (m)         3954.6    (f) COMPUTED    2 0
 KR0402
 KR0402.Superseded values are not recommended for survey control.
 KR0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0402.See file dsdata.txt to determine how the superseded data were derived.
 KR0402
 KR0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE561274(NAD 83)
 KR0402_MARKER: DD = SURVEY DISK
 KR0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0402_STAMPING: 001 - 1 56
 KR0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0402+STABILITY: SURFACE MOTION
 KR0402
 KR0402  HISTORY     - Date     Condition        Report By
 KR0402  HISTORY     - UNK      MONUMENTED       NVDH
 KR0402  HISTORY     - 1957     GOOD             NGS
 KR0402
 KR0402                          STATION DESCRIPTION
 KR0402
 KR0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KR0402'2.3 MI SW FROM TOY.
 KR0402'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE SOUTHERN PACIFIC
 KR0402'RAILROAD STATION AT TOY, 105.0 FEET EAST OF CENTERLINE OF HIGHWAY,
 KR0402'95.0 FEET NORTHEAST OF POWER LINE POLE NO. 62928, 18.4 FEET SOUTH OF
 KR0402'HIGHWAY RIGHT-OF-WAY POST, SET IN A CONCRETE POST PROJECTING 6 INCHES
 KR0402'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0667 ***********************************************************************
 KR0667  DESIGNATION -  001 1 9
 KR0667  PID         -  KR0667
 KR0667  STATE/COUNTY-  NV/CHURCHILL
 KR0667  USGS QUAD   -  HOT SPRINGS FLAT (1986)
 KR0667
 KR0667                         *CURRENT SURVEY CONTROL
 KR0667  ___________________________________________________________________
 KR0667* NAD 83(1986)-  39 47 01.     (N)    119 01 26.     (W)     SCALED    
 KR0667* NAVD 88     -      1241.528  (meters)    4073.25   (feet)  ADJUSTED  
 KR0667  ___________________________________________________________________
 KR0667  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 KR0667  DYNAMIC HT  -        1240.492 (meters)    4069.85  (feet)  COMP
 KR0667  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 KR0667
 KR0667  VERT ORDER  -  FIRST     CLASS II
 KR0667
 KR0667.The horizontal coordinates were scaled from a topographic map and have
 KR0667.an estimated accuracy of +/- 6 seconds.
 KR0667
 KR0667.The orthometric height was determined by differential leveling
 KR0667.and adjusted by the National Geodetic Survey in June 1991..
 KR0667
 KR0667.The geoid height was determined by GEOID03.
 KR0667
 KR0667.The dynamic height is computed by dividing the NAVD 88
 KR0667.geopotential number by the normal gravity value computed on the
 KR0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0667.degrees latitude (g = 980.6199 gals.).
 KR0667
 KR0667.The modeled gravity was interpolated from observed gravity values.
 KR0667
 KR0667;                    North         East    Units  Estimated Accuracy
 KR0667;SPC NV W     - 4,558,680.      762,260.      MT  (+/- 180 meters Scaled)
 KR0667
 KR0667                          SUPERSEDED SURVEY CONTROL
 KR0667
 KR0667  NGVD 29 (??/??/92) 1240.566  (m)         4070.09   (f) ADJ UNCH    1 2
 KR0667
 KR0667.Superseded values are not recommended for survey control.
 KR0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0667.See file dsdata.txt to determine how the superseded data were derived.
 KR0667
 KR0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE266057(NAD 83)
 KR0667_MARKER: DD = SURVEY DISK
 KR0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0667_SP_SET: CONCRETE POST
 KR0667_STAMPING: 001-1 9
 KR0667_MARK LOGO: NVDH  
 KR0667_PROJECTION: FLUSH
 KR0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0667+STABILITY: SURFACE MOTION
 KR0667
 KR0667  HISTORY     - Date     Condition        Report By
 KR0667  HISTORY     - UNK      MONUMENTED       NVDH
 KR0667  HISTORY     - 1958     GOOD             NGS
 KR0667  HISTORY     - 1986     GOOD             NGS
 KR0667
 KR0667                          STATION DESCRIPTION
 KR0667
 KR0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0667'0.5 MI SW FROM BRADY HOT SPRINGS.
 KR0667'0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS, 137.0
 KR0667'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0667'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 KR0667
 KR0667                          STATION RECOVERY (1986)
 KR0667
 KR0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0667'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0667'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0667'FERNLEY, THENCE 25.4 KM (15.8 MI) NORTHEAST ALONG I-80, 0.68 KM (0.42
 KR0667'MI) SOUTHWEST OF MILE POST 65, 0.8 KM (0.5 MI) SOUTHWEST OF THE HOT
 KR0667'SPRINGS NIGHTINGALE EXIT (EXIT 65), 150.9 METERS (495 FT) SOUTHEAST OF
 KR0667'THE CENTERLINE OF THE EASTBOUND LANES, 90.2 METERS (296 FT) SOUTHEAST
 KR0667'OF A FENCE, 41.8 METERS (137 FT) NORTHWEST OF THE CENTERLINE OF THE
 KR0667'OLD HIGHWAY.
 KR0667'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0667'THE MARK IS 0.9 M BELOW THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1019 ***********************************************************************
 KR1019  DESIGNATION -  002 1 10
 KR1019  PID         -  KR1019
 KR1019  STATE/COUNTY-  NV/LYON
 KR1019  USGS QUAD   -  DAYTON (1993)
 KR1019
 KR1019                         *CURRENT SURVEY CONTROL
 KR1019  ___________________________________________________________________
 KR1019* NAD 83(1986)-  39 13 25.     (N)    119 36 49.     (W)     SCALED    
 KR1019* NAVD 88     -      1357.52   (+/-2cm)    4453.8    (feet)  VERTCON   
 KR1019  ___________________________________________________________________
 KR1019  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR1019
 KR1019  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1019
 KR1019.The horizontal coordinates were scaled from a topographic map and have
 KR1019.an estimated accuracy of +/- 6 seconds.
 KR1019
 KR1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1019.The vertical order pertains to the NGVD 29 superseded value.
 KR1019
 KR1019.The geoid height was determined by GEOID03.
 KR1019
 KR1019;                    North         East    Units  Estimated Accuracy
 KR1019;SPC NV W     - 4,496,930.      711,040.      MT  (+/- 180 meters Scaled)
 KR1019
 KR1019                          SUPERSEDED SURVEY CONTROL
 KR1019
 KR1019  NGVD 29 (??/??/92) 1356.448  (m)         4450.28   (f) ADJ UNCH    1 2
 KR1019
 KR1019.Superseded values are not recommended for survey control.
 KR1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1019.See file dsdata.txt to determine how the superseded data were derived.
 KR1019
 KR1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD743448(NAD 83)
 KR1019_MARKER: DD = SURVEY DISK
 KR1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1019_STAMPING: 002-1-10
 KR1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1019+STABILITY: SURFACE MOTION
 KR1019
 KR1019  HISTORY     - Date     Condition        Report By
 KR1019  HISTORY     - UNK      MONUMENTED       NVDH
 KR1019  HISTORY     - 1953     GOOD             NGS
 KR1019
 KR1019                          STATION DESCRIPTION
 KR1019
 KR1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR1019'1.7 MI SW FROM DAYTON.
 KR1019'1.5 MILE SOUTHWEST ALONG U. S. HIGHWAY 50 FROM THE POST OFFICE AT
 KR1019'DAYTON, THENCE 0.2 MILE NORTHWEST ALONG THE ABANDONED SOUTHERN PACIFIC
 KR1019'CO. RAILROAD BED, ON THE NORTHEAST SLOPE OF A BRUSH COVERED HILL, 144
 KR1019'FEET SOUTHWEST OF A LONE JUNIPER TREE IN THE BOTTOM OF A CANYON, 48
 KR1019'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE ABANDONED RAILROAD
 KR1019'BED, 2.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KR1019'POST FLUSH WITH THE GROUND AND ABOUT 6 FEET LOWER THAN THE RAILROAD
 KR1019'BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1022 ***********************************************************************
 KR1022  DESIGNATION -  002 1 12
 KR1022  PID         -  KR1022
 KR1022  STATE/COUNTY-  NV/LYON
 KR1022  USGS QUAD   -  DAYTON (1993)
 KR1022
 KR1022                         *CURRENT SURVEY CONTROL
 KR1022  ___________________________________________________________________
 KR1022* NAD 83(1986)-  39 13 26.     (N)    119 36 12.     (W)     SCALED    
 KR1022* NAVD 88     -      1339.98   (+/-2cm)    4396.3    (feet)  VERTCON   
 KR1022  ___________________________________________________________________
 KR1022  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR1022
 KR1022  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1022
 KR1022.The horizontal coordinates were scaled from a topographic map and have
 KR1022.an estimated accuracy of +/- 6 seconds.
 KR1022
 KR1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1022.The vertical order pertains to the NGVD 29 superseded value.
 KR1022
 KR1022.The geoid height was determined by GEOID03.
 KR1022
 KR1022;                    North         East    Units  Estimated Accuracy
 KR1022;SPC NV W     - 4,496,950.      711,930.      MT  (+/- 180 meters Scaled)
 KR1022
 KR1022                          SUPERSEDED SURVEY CONTROL
 KR1022
 KR1022  NGVD 29 (??/??/92) 1338.911  (m)         4392.74   (f) ADJ UNCH    1 2
 KR1022
 KR1022.Superseded values are not recommended for survey control.
 KR1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1022.See file dsdata.txt to determine how the superseded data were derived.
 KR1022
 KR1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD752448(NAD 83)
 KR1022_MARKER: DD = SURVEY DISK
 KR1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1022_STAMPING: 002-1-12
 KR1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1022+STABILITY: SURFACE MOTION
 KR1022
 KR1022  HISTORY     - Date     Condition        Report By
 KR1022  HISTORY     - UNK      MONUMENTED       NVDH
 KR1022  HISTORY     - 1955     GOOD             NGS
 KR1022  HISTORY     - 1956     MARK NOT FOUND   USGS
 KR1022
 KR1022                          STATION DESCRIPTION
 KR1022
 KR1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR1022'1.1 MI SW FROM DAYTON.
 KR1022'1.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 50 FROM THE POST OFFICE AT
 KR1022'DAYTON, 253 FEET SOUTHWEST OF THE CENTER OF THE T JUNCTION OF A FARM
 KR1022'ROAD LEADING SOUTH, ALONG THE ABANDONED VIRGINIA AND TRUCKEE RAILROAD
 KR1022'BED, ON THE TOP OF A CUT BANK, 52.5 FEET SOUTHEAST OF THE CENER LINE
 KR1022'OF THE HIGHWAY, 41.6 FEET NORTHWEST OF A FENCE, 3.0 FEET NORTHWEST OF
 KR1022'A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, FLUSH WITH THE
 KR1022'GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 KR1022
 KR1022                          STATION RECOVERY (1956)
 KR1022
 KR1022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KR1022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1021 ***********************************************************************
 KR1021  DESIGNATION -  002 1 29
 KR1021  PID         -  KR1021
 KR1021  STATE/COUNTY-  NV/LYON
 KR1021  USGS QUAD   -  DAYTON (1993)
 KR1021
 KR1021                         *CURRENT SURVEY CONTROL
 KR1021  ___________________________________________________________________
 KR1021* NAD 83(1986)-  39 13 20.     (N)    119 36 24.     (W)     SCALED    
 KR1021* NAVD 88     -      1342.98   (+/-2cm)    4406.1    (feet)  VERTCON   
 KR1021  ___________________________________________________________________
 KR1021  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR1021
 KR1021  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1021
 KR1021.The horizontal coordinates were scaled from a topographic map and have
 KR1021.an estimated accuracy of +/- 6 seconds.
 KR1021
 KR1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1021.The vertical order pertains to the NGVD 29 superseded value.
 KR1021
 KR1021.The geoid height was determined by GEOID03.
 KR1021
 KR1021;                    North         East    Units  Estimated Accuracy
 KR1021;SPC NV W     - 4,496,770.      711,640.      MT  (+/- 180 meters Scaled)
 KR1021
 KR1021                          SUPERSEDED SURVEY CONTROL
 KR1021
 KR1021  NGVD 29 (??/??/92) 1341.910  (m)         4402.58   (f) ADJ UNCH    1 2
 KR1021
 KR1021.Superseded values are not recommended for survey control.
 KR1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1021.See file dsdata.txt to determine how the superseded data were derived.
 KR1021
 KR1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD749446(NAD 83)
 KR1021_MARKER: DD = SURVEY DISK
 KR1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1021_STAMPING: 002-1-29
 KR1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1021+STABILITY: SURFACE MOTION
 KR1021
 KR1021  HISTORY     - Date     Condition        Report By
 KR1021  HISTORY     - UNK      MONUMENTED       NVDH
 KR1021  HISTORY     - 1953     GOOD             NGS
 KR1021
 KR1021                          STATION DESCRIPTION
 KR1021
 KR1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR1021'1.3 MI SW FROM DAYTON.
 KR1021'1.3 MILES SOUTHWEST ALONG U. S. HIGHWAY 50 FROM THE POST OFFICE AT
 KR1021'DAYTON, 0.1 MILE SOUTHWEST OF THE T JUNCTION OF A RANCH ROAD LEADING
 KR1021'SOUTHEAST, AT THE NORTHWEST EDGE OF A CULTIVATED FIELD, 69.4 FEET
 KR1021'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET SOUTHEAST OF THE
 KR1021'CENTER LINE OF A GRAVELED ROAD, 11.6 FEET NORTHWEST OF A FENCE, 2.7
 KR1021'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 KR1021'FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1015 ***********************************************************************
 KR1015  DESIGNATION -  002 1 4
 KR1015  PID         -  KR1015
 KR1015  STATE/COUNTY-  NV/LYON
 KR1015  USGS QUAD   -  NEW EMPIRE (1994)
 KR1015
 KR1015                         *CURRENT SURVEY CONTROL
 KR1015  ___________________________________________________________________
 KR1015* NAD 83(1986)-  39 13 24.     (N)    119 37 58.     (W)     SCALED    
 KR1015* NAVD 88     -      1425.36   (+/-2cm)    4676.4    (feet)  VERTCON   
 KR1015  ___________________________________________________________________
 KR1015  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 KR1015
 KR1015  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1015
 KR1015.The horizontal coordinates were scaled from a topographic map and have
 KR1015.an estimated accuracy of +/- 6 seconds.
 KR1015
 KR1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1015.The vertical order pertains to the NGVD 29 superseded value.
 KR1015
 KR1015.The geoid height was determined by GEOID03.
 KR1015
 KR1015;                    North         East    Units  Estimated Accuracy
 KR1015;SPC NV W     - 4,496,920.      709,390.      MT  (+/- 180 meters Scaled)
 KR1015
 KR1015                          SUPERSEDED SURVEY CONTROL
 KR1015
 KR1015  NGVD 29 (??/??/92) 1424.285  (m)         4672.84   (f) ADJ UNCH    1 2
 KR1015
 KR1015.Superseded values are not recommended for survey control.
 KR1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1015.See file dsdata.txt to determine how the superseded data were derived.
 KR1015
 KR1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD727448(NAD 83)
 KR1015_MARKER: DD = SURVEY DISK
 KR1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1015_STAMPING: 002-1-4
 KR1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1015+STABILITY: SURFACE MOTION
 KR1015
 KR1015  HISTORY     - Date     Condition        Report By
 KR1015  HISTORY     - UNK      MONUMENTED       NVDH
 KR1015  HISTORY     - 1953     GOOD             NGS
 KR1015  HISTORY     - 1968     GOOD             USGS
 KR1015  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1015
 KR1015                          STATION DESCRIPTION
 KR1015
 KR1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR1015'2.7 MI SW FROM DAYTON.
 KR1015'2.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 50 FROM THE POST OFFICE AT
 KR1015'DAYTON, 0.8 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 17, ON THE
 KR1015'NORTH SLOPE OF A BRUSH COVERED HILL, 71.8 FEET SOUTH OF THE CENTER
 KR1015'LINE OF THE HIGHWAY, 2.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 KR1015'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND AND ABOUT 2
 KR1015'FEET HIGHER THAN THE HIGHWAY.
 KR1015
 KR1015                          STATION RECOVERY (1968)
 KR1015
 KR1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR1015'RECOVERED IN GOOD CONDITION.
 KR1015
 KR1015                          STATION RECOVERY (2003)
 KR1015
 KR1015'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1016 ***********************************************************************
 KR1016  DESIGNATION -  002 1 5
 KR1016  PID         -  KR1016
 KR1016  STATE/COUNTY-  NV/LYON
 KR1016  USGS QUAD   -  NEW EMPIRE (1994)
 KR1016
 KR1016                         *CURRENT SURVEY CONTROL
 KR1016  ___________________________________________________________________
 KR1016* NAD 83(1986)-  39 13 25.     (N)    119 37 37.     (W)     SCALED    
 KR1016* NAVD 88     -      1422.22   (+/-2cm)    4666.1    (feet)  VERTCON   
 KR1016  ___________________________________________________________________
 KR1016  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 KR1016
 KR1016  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1016
 KR1016.The horizontal coordinates were scaled from a topographic map and have
 KR1016.an estimated accuracy of +/- 6 seconds.
 KR1016
 KR1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1016.The vertical order pertains to the NGVD 29 superseded value.
 KR1016
 KR1016.The geoid height was determined by GEOID03.
 KR1016
 KR1016;                    North         East    Units  Estimated Accuracy
 KR1016;SPC NV W     - 4,496,940.      709,890.      MT  (+/- 180 meters Scaled)
 KR1016
 KR1016                          SUPERSEDED SURVEY CONTROL
 KR1016
 KR1016  NGVD 29 (??/??/92) 1421.145  (m)         4662.54   (f) ADJ UNCH    1 2
 KR1016
 KR1016.Superseded values are not recommended for survey control.
 KR1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1016.See file dsdata.txt to determine how the superseded data were derived.
 KR1016
 KR1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD732448(NAD 83)
 KR1016_MARKER: DB = BENCH MARK DISK
 KR1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1016_STAMPING: 002-1-5
 KR1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1016+STABILITY: SURFACE MOTION
 KR1016
 KR1016  HISTORY     - Date     Condition        Report By
 KR1016  HISTORY     - UNK      MONUMENTED       NVDH
 KR1016  HISTORY     - 1968     GOOD             USGS
 KR1016
 KR1016                          STATION DESCRIPTION
 KR1016
 KR1016'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 KR1016'2.4 MI SW FROM DAYTON.
 KR1016'2.4 MILES SW ALONG U.S. HWY. 50 FROM THE P.O. AT DAYTON, ON THE NORTH
 KR1016'SLOPE OF A BRUSH COVERED HILL, 225 FT. WEST OF RIVER AZI., 54.0 FT.
 KR1016'SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 190 FT. NORTH OF THE NEW
 KR1016'HIGHWAY, 3.2 FT. NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KR1016'POST 0.1 FT. BELOW THE GROUND AND ABOUT LEVEL WITH THE OLD HIGHWAY AND
 KR1016'ABOUT 4 FT. BELOW THE LEVEL OF THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0677 ***********************************************************************
 KR0677  DESIGNATION -  1
 KR0677  PID         -  KR0677
 KR0677  STATE/COUNTY-  NV/WASHOE
 KR0677  USGS QUAD   -  PAH RAH MTN (1985)
 KR0677
 KR0677                         *CURRENT SURVEY CONTROL
 KR0677  ___________________________________________________________________
 KR0677* NAD 83(1986)-  39 50 12.     (N)    119 26 05.     (W)     SCALED    
 KR0677* NAVD 88     -      1184.551  (meters)    3886.31   (feet)  ADJUSTED  
 KR0677  ___________________________________________________________________
 KR0677  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 KR0677  DYNAMIC HT  -        1183.564 (meters)    3883.08  (feet)  COMP
 KR0677  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 KR0677
 KR0677  VERT ORDER  -  FIRST     CLASS II
 KR0677
 KR0677.The horizontal coordinates were scaled from a topographic map and have
 KR0677.an estimated accuracy of +/- 6 seconds.
 KR0677
 KR0677.The orthometric height was determined by differential leveling
 KR0677.and adjusted by the National Geodetic Survey in June 1991..
 KR0677
 KR0677.The geoid height was determined by GEOID03.
 KR0677
 KR0677.The dynamic height is computed by dividing the NAVD 88
 KR0677.geopotential number by the normal gravity value computed on the
 KR0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0677.degrees latitude (g = 980.6199 gals.).
 KR0677
 KR0677.The modeled gravity was interpolated from observed gravity values.
 KR0677
 KR0677;                    North         East    Units  Estimated Accuracy
 KR0677;SPC NV W     - 4,564,830.      727,130.      MT  (+/- 180 meters Scaled)
 KR0677
 KR0677                          SUPERSEDED SURVEY CONTROL
 KR0677
 KR0677  NGVD 29 (??/??/92) 1183.562  (m)         3883.07   (f) ADJ UNCH    1 2
 KR0677
 KR0677.Superseded values are not recommended for survey control.
 KR0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0677.See file dsdata.txt to determine how the superseded data were derived.
 KR0677
 KR0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE916124(NAD 83)
 KR0677_MARKER: DD = SURVEY DISK
 KR0677_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0677_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0677_STAMPING: BM 3887 NO. 1 1911
 KR0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0677
 KR0677  HISTORY     - Date     Condition        Report By
 KR0677  HISTORY     - 1911     MONUMENTED       USGLO
 KR0677  HISTORY     - 1931     GOOD             NGS
 KR0677  HISTORY     - 1941     GOOD             NGS
 KR0677
 KR0677                          STATION DESCRIPTION
 KR0677
 KR0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 KR0677'12.5 MI S FROM SUTCLIFFE.
 KR0677'12.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 KR0677'STATION AT SUTCLIFFE, WASHOE COUNTY, ABOUT 1000 FEET NORTHEAST OF
 KR0677'MILEPOST, 296, ON THE EAST SIDE OF THE OLD NIXON-SUTCLIFFE ROAD FORK.
 KR0677'A U.S.G.L.O. STANDARD CAP, STAMPED BM 3887NO.1 1911 AND FASTENED ON
 KR0677'THE TOP OF A PIPE.
 KR0677
 KR0677                          STATION RECOVERY (1941)
 KR0677
 KR0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KR0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0696 ***********************************************************************
 KR0696  DESIGNATION -  1
 KR0696  PID         -  KR0696
 KR0696  STATE/COUNTY-  NV/CHURCHILL
 KR0696  USGS QUAD   -  HAZEN (1985)
 KR0696
 KR0696                         *CURRENT SURVEY CONTROL
 KR0696  ___________________________________________________________________
 KR0696* NAD 83(1986)-  39 31 29.     (N)    119 02 13.     (W)     SCALED    
 KR0696* NAVD 88     -      1242.711  (meters)    4077.13   (feet)  ADJUSTED  
 KR0696  ___________________________________________________________________
 KR0696  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 KR0696  DYNAMIC HT  -        1241.644 (meters)    4073.63  (feet)  COMP
 KR0696  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 KR0696
 KR0696  VERT ORDER  -  FIRST     CLASS II
 KR0696
 KR0696.The horizontal coordinates were scaled from a topographic map and have
 KR0696.an estimated accuracy of +/- 6 seconds.
 KR0696
 KR0696.The orthometric height was determined by differential leveling
 KR0696.and adjusted by the National Geodetic Survey in June 1991..
 KR0696.WARNING-Repeat measurements at this control monument indicate possible
 KR0696.vertical movement.
 KR0696
 KR0696.The geoid height was determined by GEOID03.
 KR0696
 KR0696.The dynamic height is computed by dividing the NAVD 88
 KR0696.geopotential number by the normal gravity value computed on the
 KR0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0696.degrees latitude (g = 980.6199 gals.).
 KR0696
 KR0696.The modeled gravity was interpolated from observed gravity values.
 KR0696
 KR0696;                    North         East    Units  Estimated Accuracy
 KR0696;SPC NV W     - 4,529,950.      761,000.      MT  (+/- 180 meters Scaled)
 KR0696
 KR0696                          SUPERSEDED SURVEY CONTROL
 KR0696
 KR0696  NGVD 29 (??/??/92) 1241.76   (m)         4074.0    (f) COMPUTED    1 2
 KR0696
 KR0696.Superseded values are not recommended for survey control.
 KR0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0696.See file dsdata.txt to determine how the superseded data were derived.
 KR0696
 KR0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD249769(NAD 83)
 KR0696_MARKER: DD = SURVEY DISK
 KR0696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0696_SP_SET: ABUTMENT
 KR0696_STAMPING: 1
 KR0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0696
 KR0696  HISTORY     - Date     Condition        Report By
 KR0696  HISTORY     - UNK      MONUMENTED       CGS
 KR0696  HISTORY     - 1955     GOOD             NGS
 KR0696  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0696
 KR0696                          STATION DESCRIPTION
 KR0696
 KR0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0696'3.2 MI S FROM HAZEN.
 KR0696'3.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0696'STATION AT HAZEN, AT WOODEN BRIDGE 291.28, IN THE TOP OF THE WEST END
 KR0696'OF THE NORTH CONCRETE ABUTMENT, 7.1 FEET WEST OF THE WEST RAIL, AND
 KR0696'ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
 KR0696
 KR0696                          STATION RECOVERY (1986)
 KR0696
 KR0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0696'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0232 ***********************************************************************
 LS0232  DESIGNATION -  1
 LS0232  PID         -  LS0232
 LS0232  STATE/COUNTY-  NV/PERSHING
 LS0232  USGS QUAD   -  WILDHORSE PASS (1987)
 LS0232
 LS0232                         *CURRENT SURVEY CONTROL
 LS0232  ___________________________________________________________________
 LS0232* NAD 83(1986)-  40 04 16.     (N)    118 28 37.     (W)     SCALED    
 LS0232* NAVD 88     -      1193.645  (meters)    3916.15   (feet)  ADJUSTED  
 LS0232  ___________________________________________________________________
 LS0232  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 LS0232  DYNAMIC HT  -        1192.674 (meters)    3912.96  (feet)  COMP
 LS0232  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 LS0232
 LS0232  VERT ORDER  -  SECOND    CLASS 0
 LS0232
 LS0232.The horizontal coordinates were scaled from a topographic map and have
 LS0232.an estimated accuracy of +/- 6 seconds.
 LS0232
 LS0232.The orthometric height was determined by differential leveling
 LS0232.and adjusted by the National Geodetic Survey in June 1991..
 LS0232
 LS0232.The geoid height was determined by GEOID03.
 LS0232
 LS0232.The dynamic height is computed by dividing the NAVD 88
 LS0232.geopotential number by the normal gravity value computed on the
 LS0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0232.degrees latitude (g = 980.6199 gals.).
 LS0232
 LS0232.The modeled gravity was interpolated from observed gravity values.
 LS0232
 LS0232;                    North         East    Units  Estimated Accuracy
 LS0232;SPC NV W     - 4,590,510.      809,080.      MT  (+/- 180 meters Scaled)
 LS0232
 LS0232                          SUPERSEDED SURVEY CONTROL
 LS0232
 LS0232  NGVD 29 (??/??/92) 1192.711  (m)         3913.09   (f) ADJ UNCH    2 0
 LS0232
 LS0232.Superseded values are not recommended for survey control.
 LS0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0232.See file dsdata.txt to determine how the superseded data were derived.
 LS0232
 LS0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE740366(NAD 83)
 LS0232_MARKER: DD = SURVEY DISK
 LS0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0232+STABILITY: SURFACE MOTION
 LS0232
 LS0232  HISTORY     - Date     Condition        Report By
 LS0232  HISTORY     - UNK      MONUMENTED       NVDH
 LS0232  HISTORY     - 1951     GOOD             NGS
 LS0232  HISTORY     - 1983     MARK NOT FOUND   USGS
 LS0232
 LS0232                          STATION DESCRIPTION
 LS0232
 LS0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0232'7.7 MI S FROM LOVELOCK.
 LS0232'4.6 MILES SOUTH ALONG A PAVED ROAD ON THE EAST SIDE OF THE RAILROAD
 LS0232'TRACKS FROM THE SOUTHERN PACIFIC COMPANY STATION AT LOVELOCK, THENCE
 LS0232'3.1 MILES SOUTH ALONG A GRAVEL ROAD, AT A T JUNCTION OF A NORTH AND
 LS0232'SOUTH ROAD AND A ROAD LEADING WEST, 87.7 FEET NORTHWEST AND ACROSS THE
 LS0232'NORTH AND SOUTH ROAD FROM BENCH MARK M - 21 (USBR), 45 FEET NORTHWEST
 LS0232'OF THE CENTER OF THE T JUNCTION, 32 FEET WEST OF THE CENTER LINE OF
 LS0232'THE NORTH AND SOUTH ROAD, 33 FEET NORTH OF THE CENTER LINE OF THE ROAD
 LS0232'LEADING WEST, 3.1 FEET SOUTHWEST OF POWER LINE POLE NO. 43571, 2.7
 LS0232'FEET NORTHEAST OF A FENCE CORNER POST, ABOUT 1 1/2 FEET LOWER THAN THE
 LS0232'ROAD, 1.1 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A
 LS0232'CONCRETE POST PROJECTING 0.1 FEET ABOVE THE GROUND.
 LS0232
 LS0232                          STATION RECOVERY (1983)
 LS0232
 LS0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LS0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0139 ***********************************************************************
 KR0139  DESIGNATION -  1
 KR0139  PID         -  KR0139
 KR0139  STATE/COUNTY-  NV/CHURCHILL
 KR0139  USGS QUAD   -  FOURMILE FLAT (1972)
 KR0139
 KR0139                         *CURRENT SURVEY CONTROL
 KR0139  ___________________________________________________________________
 KR0139* NAD 83(1986)-  39 16 39.     (N)    118 25 05.     (W)     SCALED    
 KR0139* NAVD 88     -      1193.662  (meters)    3916.21   (feet)  ADJUSTED  
 KR0139  ___________________________________________________________________
 KR0139  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KR0139  DYNAMIC HT  -        1192.602 (meters)    3912.73  (feet)  COMP
 KR0139  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 KR0139
 KR0139  VERT ORDER  -  FIRST     CLASS II
 KR0139
 KR0139.The horizontal coordinates were scaled from a topographic map and have
 KR0139.an estimated accuracy of +/- 6 seconds.
 KR0139
 KR0139.The orthometric height was determined by differential leveling
 KR0139.and adjusted by the National Geodetic Survey in June 1991..
 KR0139
 KR0139.The geoid height was determined by GEOID03.
 KR0139
 KR0139.The dynamic height is computed by dividing the NAVD 88
 KR0139.geopotential number by the normal gravity value computed on the
 KR0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0139.degrees latitude (g = 980.6199 gals.).
 KR0139
 KR0139.The modeled gravity was interpolated from observed gravity values.
 KR0139
 KR0139;                    North         East    Units  Estimated Accuracy
 KR0139;SPC NV W     - 4,502,420.      814,260.      MT  (+/- 180 meters Scaled)
 KR0139
 KR0139                          SUPERSEDED SURVEY CONTROL
 KR0139
 KR0139  NGVD 29 (??/??/92) 1192.689  (m)         3913.01   (f) ADJ UNCH    1 2
 KR0139
 KR0139.Superseded values are not recommended for survey control.
 KR0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0139.See file dsdata.txt to determine how the superseded data were derived.
 KR0139
 KR0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD776485(NAD 83)
 KR0139_MARKER: DD = SURVEY DISK
 KR0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0139_SP_SET: CONCRETE POST
 KR0139_STAMPING: 1
 KR0139_MARK LOGO: NVDH  
 KR0139_PROJECTION: RECESSED 30 CENTIMETERS
 KR0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0139+STABILITY: SURFACE MOTION
 KR0139
 KR0139  HISTORY     - Date     Condition        Report By
 KR0139  HISTORY     - UNK      MONUMENTED       NVDH
 KR0139  HISTORY     - 1967     GOOD             NGS
 KR0139  HISTORY     - 1986     GOOD             NGS
 KR0139
 KR0139                          STATION DESCRIPTION
 KR0139
 KR0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0139'8.3 MI W FROM FRENCHMAN STATION.
 KR0139'ABOUT 8.3 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0139'FRENCHMAN STATION, IN SECTION 5, T 16 N, R 32 E, 0.35 MILE WEST OF A
 KR0139'CONCRETE MONUMENT WHICH COMMEMORATES THE PONY EXPRESS, 65 FEET
 KR0139'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET NORTHEAST OF A
 KR0139'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A NEVADA STATE
 KR0139'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A CONCRETE POST ABOUT 6
 KR0139'INCHES BELOW THE LEVEL OF THE GROUND.
 KR0139
 KR0139                          STATION RECOVERY (1986)
 KR0139
 KR0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0139'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 KR0139'BETWEEN A WITNESS POST AND A METAL STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0246 ***********************************************************************
 KR0246  DESIGNATION -  1
 KR0246  PID         -  KR0246
 KR0246  STATE/COUNTY-  NV/CHURCHILL
 KR0246  USGS QUAD   -  GRIMES POINT (1985)
 KR0246
 KR0246                         *CURRENT SURVEY CONTROL
 KR0246  ___________________________________________________________________
 KR0246* NAD 83(1986)-  39 27 07.     (N)    118 43 55.     (W)     SCALED    
 KR0246* NAVD 88     -      1204.497  (meters)    3951.75   (feet)  ADJUSTED  
 KR0246  ___________________________________________________________________
 KR0246  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 KR0246  DYNAMIC HT  -        1203.457 (meters)    3948.34  (feet)  COMP
 KR0246  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 KR0246
 KR0246  VERT ORDER  -  FIRST     CLASS II
 KR0246
 KR0246.The horizontal coordinates were scaled from a topographic map and have
 KR0246.an estimated accuracy of +/- 6 seconds.
 KR0246
 KR0246.The orthometric height was determined by differential leveling
 KR0246.and adjusted by the National Geodetic Survey in June 1991..
 KR0246
 KR0246.The geoid height was determined by GEOID03.
 KR0246
 KR0246.The dynamic height is computed by dividing the NAVD 88
 KR0246.geopotential number by the normal gravity value computed on the
 KR0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0246.degrees latitude (g = 980.6199 gals.).
 KR0246
 KR0246.The modeled gravity was interpolated from observed gravity values.
 KR0246
 KR0246;                    North         East    Units  Estimated Accuracy
 KR0246;SPC NV W     - 4,521,780.      787,210.      MT  (+/- 180 meters Scaled)
 KR0246
 KR0246                          SUPERSEDED SURVEY CONTROL
 KR0246
 KR0246  NGVD 29 (??/??/92) 1203.539  (m)         3948.61   (f) ADJ UNCH    1 2
 KR0246
 KR0246.Superseded values are not recommended for survey control.
 KR0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0246.See file dsdata.txt to determine how the superseded data were derived.
 KR0246
 KR0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD509683(NAD 83)
 KR0246_MARKER: DD = SURVEY DISK
 KR0246_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KR0246_SP_SET: RETAINING WALL
 KR0246_MARK LOGO: USGS  
 KR0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0246+STABILITY: SURFACE MOTION
 KR0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0246+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 KR0246
 KR0246  HISTORY     - Date     Condition        Report By
 KR0246  HISTORY     - UNK      MONUMENTED       USGS
 KR0246  HISTORY     - 1967     GOOD             NGS
 KR0246  HISTORY     - 19910808 GOOD             NGS
 KR0246  HISTORY     - 20050914 GOOD             GEOCAC
 KR0246
 KR0246                          STATION DESCRIPTION
 KR0246
 KR0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0246'3.55 MI SE FROM FALLON.
 KR0246'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0246'FROM THE CITY HALL AT FALLON, THENCE 0.25 MILE SOUTH ALONG SHERMAN
 KR0246'STREET, THENCE 0.2 MILE EAST ALONG STILLWATER AVENUE, THENCE 0.8 MILE
 KR0246'SOUTH ALONG A PAVED ROAD WHICH WAS FORMERLY U.S. HIGHWAY 50 ALTERNATE,
 KR0246'THENCE 1.8 MILES SOUTHEAST ALONG A PAVED ROAD, IN SECTION 4, T 18 N, R
 KR0246'29 E, 0.4 MILE NORTHWEST OF THE NORTH GATE OF THE FALLON NAVAL AIR
 KR0246'STATION, 44 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, A U.S.
 KR0246'GEOLOGICAL SURVEY DISK SET IN THE CENTER OF THE TOP OF THE SOUTHWEST
 KR0246'CONCRETE WALL OF THE CONCRETE STRUCTURE SUPPORTING A FLOODGATE ON THE
 KR0246'L CANAL, 7.2 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE FLOODGATE,
 KR0246'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 KR0246
 KR0246                          STATION RECOVERY (1991)
 KR0246
 KR0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KR0246'12.2 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR0246'IN FALLON, THENCE 5.8 KM (3.6 MI) WESTERLY ALONG WILDES ROAD, IN TOP
 KR0246'OF AND 2.1 M (6.9 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTH
 KR0246'CONCRETE RETAINING WALL OF A FLOOD GATE, 13.6 M (44.6 FT) NORTHEAST
 KR0246'OF THE CENTERLINE OF THE ROAD, 2.2 M (7.2 FT) SOUTHWEST OF THE
 KR0246'NORTHEAST END OF THE RETAINING WALL, AND 0.6 M (2.0 FT) ABOVE THE
 KR0246'LEVEL OF THE ROAD.  NOTE--THE DISK IS UNSTAMPED.
 KR0246
 KR0246                          STATION RECOVERY (2005)
 KR0246
 KR0246'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0196 ***********************************************************************
 JR0196  DESIGNATION -  1
 JR0196  PID         -  JR0196
 JR0196  STATE/COUNTY-  NV/MINERAL
 JR0196  USGS QUAD   -  SCHURZ (1988)
 JR0196
 JR0196                         *CURRENT SURVEY CONTROL
 JR0196  ___________________________________________________________________
 JR0196* NAD 83(1986)-  38 57 14.     (N)    118 48 37.     (W)     SCALED    
 JR0196* NAVD 88     -      1257.45   (+/-2cm)    4125.5    (feet)  VERTCON   
 JR0196  ___________________________________________________________________
 JR0196  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 JR0196
 JR0196  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0196
 JR0196.The horizontal coordinates were scaled from a topographic map and have
 JR0196.an estimated accuracy of +/- 6 seconds.
 JR0196
 JR0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0196.The vertical order pertains to the NGVD 29 superseded value.
 JR0196
 JR0196.The geoid height was determined by GEOID03.
 JR0196
 JR0196;                    North         East    Units  Estimated Accuracy
 JR0196;SPC NV W     - 4,466,500.      780,330.      MT  (+/- 180 meters Scaled)
 JR0196
 JR0196                          SUPERSEDED SURVEY CONTROL
 JR0196
 JR0196  NGVD 29 (??/??/92) 1256.39   (m)         4122.0    (f) COMPUTED    1 2
 JR0196
 JR0196.Superseded values are not recommended for survey control.
 JR0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0196.See file dsdata.txt to determine how the superseded data were derived.
 JR0196
 JR0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD431132(NAD 83)
 JR0196_MARKER: Z = SEE DESCRIPTION
 JR0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0196_SP_SET: CULVERT
 JR0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0196
 JR0196  HISTORY     - Date     Condition        Report By
 JR0196  HISTORY     - UNK      MONUMENTED       NVDH
 JR0196  HISTORY     - 1955     GOOD             NGS
 JR0196  HISTORY     - 1961     GOOD             NVDH
 JR0196
 JR0196                          STATION DESCRIPTION
 JR0196
 JR0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0196'0.4 MI N FROM SCHURZ.
 JR0196'0.4 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE CROSSING OF THE
 JR0196'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, AT AN 18-INCH
 JR0196'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE SOUTH END OF
 JR0196'THE WEST CONCRETE HEAD WALL, 21.0 FEET WEST OF THE CENTER LINE
 JR0196'OF THE HIGHWAY, AND ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
 JR0196
 JR0196                          STATION RECOVERY (1961)
 JR0196
 JR0196'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 JR0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0173 ***********************************************************************
 JQ0173  DESIGNATION -  1
 JQ0173  PID         -  JQ0173
 JQ0173  STATE/COUNTY-  NV/ESMERALDA
 JQ0173  USGS QUAD   -  MILLERS (1987)
 JQ0173
 JQ0173                         *CURRENT SURVEY CONTROL
 JQ0173  ___________________________________________________________________
 JQ0173* NAD 83(1986)-  38 08 33.     (N)    117 27 44.     (W)     SCALED    
 JQ0173* NAVD 88     -      1467.706  (meters)    4815.30   (feet)  ADJUSTED  
 JQ0173  ___________________________________________________________________
 JQ0173  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 JQ0173  DYNAMIC HT  -        1466.138 (meters)    4810.15  (feet)  COMP
 JQ0173  MODELED GRAV-     979,510.3   (mgal)                       NAVD 88
 JQ0173
 JQ0173  VERT ORDER  -  FIRST     CLASS II
 JQ0173
 JQ0173.The horizontal coordinates were scaled from a topographic map and have
 JQ0173.an estimated accuracy of +/- 6 seconds.
 JQ0173
 JQ0173.The orthometric height was determined by differential leveling
 JQ0173.and adjusted by the National Geodetic Survey in June 1991..
 JQ0173
 JQ0173.The geoid height was determined by GEOID03.
 JQ0173
 JQ0173.The dynamic height is computed by dividing the NAVD 88
 JQ0173.geopotential number by the normal gravity value computed on the
 JQ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0173.degrees latitude (g = 980.6199 gals.).
 JQ0173
 JQ0173.The modeled gravity was interpolated from observed gravity values.
 JQ0173
 JQ0173;                    North         East    Units  Estimated Accuracy
 JQ0173;SPC NV W     - 4,377,010.      898,270.      MT  (+/- 180 meters Scaled)
 JQ0173
 JQ0173                          SUPERSEDED SURVEY CONTROL
 JQ0173
 JQ0173.No superseded survey control is available for this station.
 JQ0173
 JQ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC594217(NAD 83)
 JQ0173_MARKER: DD = SURVEY DISK
 JQ0173_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0173_STAMPING: 1NL 1
 JQ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0173+STABILITY: SURFACE MOTION
 JQ0173
 JQ0173  HISTORY     - Date     Condition        Report By
 JQ0173  HISTORY     - UNK      MONUMENTED       NVDH
 JQ0173  HISTORY     - 1953     GOOD             NGS
 JQ0173  HISTORY     - 1984     GOOD             NGS
 JQ0173
 JQ0173                          STATION DESCRIPTION
 JQ0173
 JQ0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0173'14.0 MI W FROM TONOPAH.
 JQ0173'14.0 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0173'TONOPAH, AT BOX CULVERT D 812+24, IN THE TOP OF THE NORTHWEST END OF
 JQ0173'THE NORTHEAST CONCRETE HEAD WALL, 23 FEET NORTHEAST OF THE CENTER LINE
 JQ0173'OF THE HIGHWAY, AND ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
 JQ0173
 JQ0173                          STATION RECOVERY (1984)
 JQ0173
 JQ0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0173'RECOVERED IN GOOD CONDITION.  EXCEPT INL IS PRECAST IN DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0251 ***********************************************************************
 LS0251  DESIGNATION -  1 1
 LS0251  PID         -  LS0251
 LS0251  STATE/COUNTY-  NV/PERSHING
 LS0251  USGS QUAD   -  LOVELOCK (1987)
 LS0251
 LS0251                         *CURRENT SURVEY CONTROL
 LS0251  ___________________________________________________________________
 LS0251* NAD 83(1986)-  40 11 01.     (N)    118 28 41.     (W)     SCALED    
 LS0251* NAVD 88     -      1213.668  (meters)    3981.84   (feet)  ADJUSTED  
 LS0251  ___________________________________________________________________
 LS0251  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 LS0251  DYNAMIC HT  -        1212.695 (meters)    3978.65  (feet)  COMP
 LS0251  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 LS0251
 LS0251  VERT ORDER  -  SECOND    CLASS 0
 LS0251
 LS0251.The horizontal coordinates were scaled from a topographic map and have
 LS0251.an estimated accuracy of +/- 6 seconds.
 LS0251
 LS0251.The orthometric height was determined by differential leveling
 LS0251.and adjusted by the National Geodetic Survey in June 1991..
 LS0251
 LS0251.The geoid height was determined by GEOID03.
 LS0251
 LS0251.The dynamic height is computed by dividing the NAVD 88
 LS0251.geopotential number by the normal gravity value computed on the
 LS0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0251.degrees latitude (g = 980.6199 gals.).
 LS0251
 LS0251.The modeled gravity was interpolated from observed gravity values.
 LS0251
 LS0251;                    North         East    Units  Estimated Accuracy
 LS0251;SPC NV W     - 4,603,000.      808,970.      MT  (+/- 180 meters Scaled)
 LS0251
 LS0251                          SUPERSEDED SURVEY CONTROL
 LS0251
 LS0251  NGVD 29 (??/??/92) 1212.72   (m)         3978.7    (f) COMPUTED    2 0
 LS0251
 LS0251.Superseded values are not recommended for survey control.
 LS0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0251.See file dsdata.txt to determine how the superseded data were derived.
 LS0251
 LS0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE741491(NAD 83)
 LS0251_MARKER: DB = BENCH MARK DISK
 LS0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0251_STAMPING: 1 - 1 1934
 LS0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0251+STABILITY: SURFACE MOTION
 LS0251
 LS0251  HISTORY     - Date     Condition        Report By
 LS0251  HISTORY     - 1934     MONUMENTED       CGS
 LS0251  HISTORY     - 1951     GOOD             NGS
 LS0251  HISTORY     - 1986     MARK NOT FOUND   NGS
 LS0251
 LS0251                          STATION DESCRIPTION
 LS0251
 LS0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0251'IN LOVELOCK.
 LS0251'ABOUT TWO BLOCKS NORTH ALONG ELMHURST AVENUE FROM THE COURTHOUSE IN
 LS0251'LOVELOCK, AT THE LOVELOCK GRAMMAR SCHOOL, 54.9 FEET NORTH OF THE
 LS0251'NORTHEAST CORNER OF THE SCHOOL BUILDING, 98.0 FEET WEST OF THE CENTER
 LS0251'LINE OF ELMHURST AVENUE, 57.5 FEET WEST OF THE WEST EDGE OF THE
 LS0251'SIDEWALK OF ELMHURST AVENUE, 51.3 FEET NORTHEAST OF AN ENTRANCE AT THE
 LS0251'NORTH END OF THE BUILDING, 0.4 FOOT NORTH OF THE NORTH EDGE OF THE
 LS0251'EAST AND WEST SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK, 30.5 FEET EAST
 LS0251'OF A LONE 12-INCH TREE, AND SET IN THE TOP OF A CONCRETE POST
 LS0251'PROJECTING 0.1 FEET ABOVE THE GROUND.
 LS0251
 LS0251                          STATION RECOVERY (1986)
 LS0251
 LS0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0251'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0975 ***********************************************************************
 LR0975  DESIGNATION -  1 10A
 LR0975  PID         -  LR0975
 LR0975  STATE/COUNTY-  NV/PERSHING
 LR0975  USGS QUAD   -  KYLE HOT SPRINGS SW (1990)
 LR0975
 LR0975                         *CURRENT SURVEY CONTROL
 LR0975  ___________________________________________________________________
 LR0975* NAD 83(1994)-  40 22 27.85932(N)    117 58 47.25323(W)     ADJUSTED  
 LR0975* NAVD 88     -      1243.1    (meters)    4078.     (feet)  VERTCON   
 LR0975  ___________________________________________________________________
 LR0975  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 LR0975  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 LR0975
 LR0975  HORZ ORDER  -  THIRD
 LR0975
 LR0975.The horizontal coordinates were established by classical geodetic methods
 LR0975.and adjusted by the National Geodetic Survey in June 1998..
 LR0975
 LR0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0975
 LR0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0975
 LR0975.The geoid height was determined by GEOID03.
 LR0975
 LR0975;                    North         East     Units Scale Factor Converg.
 LR0975;SPC NV W     - 4,624,356.448   851,251.117   MT  0.99993232   +0 23 27.5
 LR0975;SPC NV W     -15,171,742.78  2,792,813.04   sFT  0.99993232   +0 23 27.5
 LR0975;UTM  11      - 4,469,774.617   416,823.109   MT  0.99968516   -0 38 05.0
 LR0975
 LR0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0975!SPC NV W     -   0.99980847  x   0.99993232  =   0.99974080
 LR0975!UTM  11      -   0.99980847  x   0.99968516  =   0.99949369
 LR0975
 LR0975                          SUPERSEDED SURVEY CONTROL
 LR0975
 LR0975  NAD 83(1986)-  40 22 27.86375(N)    117 58 47.24557(W) AD(       ) 3
 LR0975  NGVD 29 (07/11/94) 1242.1    (m)         4075.     (f) VERT ANG       
 LR0975
 LR0975.Superseded values are not recommended for survey control.
 LR0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0975.See file dsdata.txt to determine how the superseded data were derived.
 LR0975
 LR0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME1682369775(NAD 83)
 LR0975_MARKER: DS = TRIANGULATION STATION DISK
 LR0975_SETTING: 0 = UNSPECIFIED SETTING
 LR0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0975
 LR0975  HISTORY     - Date     Condition        Report By
 LR0975  HISTORY     - 1953     MONUMENTED       USGS
 LR0975
 LR0975                          STATION DESCRIPTION
 LR0975
 LR0975'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LR0975'LOCATED ABOUT 19.5 MI. S. OF MILL CITY, 18.5 MI. NE. OF OREANA AND
 LR0975'7.5 MI. SE. OF UNIONVILLE, AT N. END OF DRY LAKE BED, NEAR CENTER OF A
 LR0975'GROUP OF SCATTERED TREES.
 LR0975'
 LR0975'TO REACH FROM STAR PEAK SERVICE STATION AT MILL CITY, GO S. ON U.S.
 LR0975'HIGHWAY 40 0.1 MI., TURN LEFT ON PAVED RD. AND GO 23.2 MI. (THE LAST
 LR0975'PORTION AT PRESENT IS GRAVEL), TURN LEFT AND GO 1.3 MI. TO A RD.
 LR0975'FORK, TAKE RIGHT FORK AND GO 0.9 MI., TAKE RIGHT FORK AND GO 0.8 MI.
 LR0975'TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 3.1 MI. TO A DIM TRACK
 LR0975'RD. ON LEFT, TURN LEFT (4-WHEEL DRIVE NEEDED FROM HERE) AND GO 2.5
 LR0975'MI. FOLLOWING TRACK TO STATION.
 LR0975'
 LR0975'STATION MARK--STANDARD TABLET STAMPED----1 10 A 1953----SET IN TOP
 LR0975'OF CONCRETE POST.
 LR0975'
 LR0975'REFERENCE MARK NO. 1--STANDARD RM TABLET STAMPED----NO 1 1953----SET
 LR0975'IN TOP OF CONCRETE POST, 41.44 FT. FROM STATION MARK 14 DEGREES
 LR0975'15 MINUTES.
 LR0975'
 LR0975'REFERENCE MARK NO. 2--STANDARD RM TABLET STAMPED----NO 2 1953----SET
 LR0975'IN TOP OF CONCRETE POST, 26.51 FT. FROM STATION MARK 127 DEGREES
 LR0975'48 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8066 ***********************************************************************
 AH8066  DESIGNATION -  1 133 C
 AH8066  PID         -  AH8066
 AH8066  STATE/COUNTY-  NV/EUREKA
 AH8066  USGS QUAD   -  TUMBLEWEED FLAT (1985)
 AH8066
 AH8066                         *CURRENT SURVEY CONTROL
 AH8066  ___________________________________________________________________
 AH8066* NAD 83(1994)-  40 27 21.48177(N)    116 23 32.91670(W)     ADJUSTED  
 AH8066* NAVD 88     -      1879.3    (meters)    6166.     (feet)  VERTCON   
 AH8066  ___________________________________________________________________
 AH8066  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 AH8066  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 AH8066
 AH8066  HORZ ORDER  -  THIRD
 AH8066
 AH8066.The horizontal coordinates were established by classical geodetic methods
 AH8066.and adjusted by the National Geodetic Survey in February 1999..
 AH8066
 AH8066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8066
 AH8066.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8066
 AH8066.The geoid height was determined by GEOID03.
 AH8066
 AH8066;                    North         East     Units Scale Factor Converg.
 AH8066;SPC NV E     - 8,633,551.958   131,372.386   MT  0.99995796   -0 31 30.2
 AH8066;SPC NV E     -28,325,245.05    431,010.90   sFT  0.99995796   -0 31 30.2
 AH8066;UTM  11      - 4,478,544.318   551,511.575   MT  0.99963266   +0 23 39.1
 AH8066
 AH8066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8066!SPC NV E     -   0.99970840  x   0.99995796  =   0.99966637
 AH8066!UTM  11      -   0.99970840  x   0.99963266  =   0.99934117
 AH8066
 AH8066                          SUPERSEDED SURVEY CONTROL
 AH8066
 AH8066  NGVD 29 (02/26/99) 1878.2    (m)         6162.     (f) VERT ANG       
 AH8066
 AH8066.Superseded values are not recommended for survey control.
 AH8066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8066.See file dsdata.txt to determine how the superseded data were derived.
 AH8066
 AH8066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE5151278544(NAD 83)
 AH8066_MARKER: DS = TRIANGULATION STATION DISK
 AH8066_SETTING: 66 = SET IN ROCK OUTCROP
 AH8066_PROJECTION: FLUSH
 AH8066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8066+STABILITY: POSITION/ELEVATION WELL
 AH8066
 AH8066  HISTORY     - Date     Condition        Report By
 AH8066  HISTORY     - 1956     MONUMENTED       USGS
 AH8066
 AH8066                          STATION DESCRIPTION
 AH8066
 AH8066'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AH8066'LOCATED ABOUT 12 MI SW. OF PALISADE, 11.8 MI SE. OF BEOWAVE, 8 MI S.
 AH8066'OF CLURO SIDING. ON TOP OF HIGHEAST HILL ON E.-W. BRUSH-COVERED.
 AH8066'NO TO REACH GIVEN.
 AH8066'STATION MARK--STAFF IN CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0321 ***********************************************************************
 JR0321  DESIGNATION -  1 21 1
 JR0321  PID         -  JR0321
 JR0321  STATE/COUNTY-  NV/LYON
 JR0321  USGS QUAD   -  WILSON CANYON (1986)
 JR0321
 JR0321                         *CURRENT SURVEY CONTROL
 JR0321  ___________________________________________________________________
 JR0321* NAD 83(1994)-  38 50 15.96596(N)    119 08 41.64326(W)     ADJUSTED  
 JR0321* NAVD 88     -      1389.85   (+/-2cm)    4559.9    (feet)  VERTCON   
 JR0321  ___________________________________________________________________
 JR0321  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 JR0321  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 JR0321
 JR0321  HORZ ORDER  -  THIRD
 JR0321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0321
 JR0321.The horizontal coordinates were established by classical geodetic methods
 JR0321.and adjusted by the National Geodetic Survey in June 1998..
 JR0321
 JR0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0321.The vertical order pertains to the NGVD 29 superseded value.
 JR0321
 JR0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0321
 JR0321.The geoid height was determined by GEOID03.
 JR0321
 JR0321;                    North         East     Units Scale Factor Converg.
 JR0321;SPC NV W     - 4,453,740.147   751,247.235   MT  0.99992926   -0 21 07.8
 JR0321;SPC NV W     -14,611,979.13  2,464,716.97   sFT  0.99992926   -0 21 07.8
 JR0321;UTM  11      - 4,300,959.614   313,836.504   MT  1.00002678   -1 20 43.8
 JR0321
 JR0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0321!SPC NV W     -   0.99978588  x   0.99992926  =   0.99971516
 JR0321!UTM  11      -   0.99978588  x   1.00002678  =   0.99981266
 JR0321
 JR0321                          SUPERSEDED SURVEY CONTROL
 JR0321
 JR0321  NAD 83(1992)-  38 50 15.96910(N)    119 08 41.62738(W) AD(       ) 3
 JR0321  NGVD 29 (??/??/92) 1388.77   (m)         4556.3    (f) COMPUTED    2 0
 JR0321
 JR0321.Superseded values are not recommended for survey control.
 JR0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0321.See file dsdata.txt to determine how the superseded data were derived.
 JR0321
 JR0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD1383700960(NAD 83)
 JR0321_MARKER: DB = BENCH MARK DISK
 JR0321_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JR0321_STAMPING: 1 21 1
 JR0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0321
 JR0321  HISTORY     - Date     Condition        Report By
 JR0321  HISTORY     - 1955     MONUMENTED       USGS
 JR0321  HISTORY     - 1951     GOOD             NGS
 JR0321
 JR0321                          STATION DESCRIPTION
 JR0321
 JR0321'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JR0321'DESCRIBED IN NGS LEVEL LINE AS FOLLOWS.
 JR0321'
 JR0321'0.2 MI S. ALONG U.S. HWY. 95 FROM COURTHOUSE IN YERINGTON, THENCE
 JR0321'10.5 MI S. ALONG STATE HWY. 3.  AT SHARP CURVE IN HIGHWAY, AT
 JR0321'Y-JCT. OF STATE HWY. 3 AND DIRT RD. S. TO EAST WALKER RANCH.  200
 JR0321'FT S. OF CENTERLINE OF HWY., 60 FT W. OF CENTERLINE OF DIRT RD.
 JR0321'S., 30 FT W. OF FENCE CORNER, 23 FT S. OF CENTERLINE OF SOUTHWEST
 JR0321'LEG OF TRIANGLE FORMED BY RD. JCT., 1 FT N. OF WITNESS POST.
 JR0321'
 JR0321'STATION MARK--NVGS BM DISK STAMPED---1 21 1 1935---, IN CONCRETE
 JR0321'POST PROJECTING 0.3 FT.
 JR0321
 JR0321                          STATION RECOVERY (1951)
 JR0321
 JR0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JR0321'10.7 MI S FROM YERINGTON.
 JR0321'0.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0321'YERINGTON, THENCE 10.5 MILES SOUTH ALONG STATE HIGHWAY 3, AT
 JR0321'A SHARP CURVE IN THE HIGHWAY, AT THE Y JUNCTION OF HIGHWAY 3
 JR0321'AND A DIRT ROAD LEADING SOUTH TO EAST WALKER RANCH, 200 FEET
 JR0321'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 60 FEET WEST OF THE
 JR0321'CENTER LINE OF THE DIRT ROAD LEADING SOUTH, 30 FEET WEST OF A
 JR0321'FENCE CORNER, 23 FEET SOUTH OF THE CENTER LINE OF THE SOUTHWEST
 JR0321'LEG OF A TRIANGLE FORMED BY THE ROAD JUNCTION, 1 FOOT NORTH
 JR0321'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JR0321'PROJECTING 0.3 FEET ABOVE THE GROUND.  NOTE-- BULLETIN G 39 CALLS
 JR0321'THIS BENCH MARK L 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1983 ***********************************************************************
 GR1983  DESIGNATION -  1 80X
 GR1983  PID         -  GR1983
 GR1983  STATE/COUNTY-  NV/CLARK
 GR1983  USGS QUAD   -  AYSEES PEAK (1973)
 GR1983
 GR1983                         *CURRENT SURVEY CONTROL
 GR1983  ___________________________________________________________________
 GR1983* NAD 83(1994)-  36 53 31.94587(N)    115 47 38.45886(W)     ADJUSTED  
 GR1983* NAVD 88     -      1911.6    (meters)    6272.     (feet)  VERTCON   
 GR1983  ___________________________________________________________________
 GR1983  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 GR1983  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 GR1983
 GR1983  HORZ ORDER  -  THIRD
 GR1983
 GR1983.The horizontal coordinates were established by classical geodetic methods
 GR1983.and adjusted by the National Geodetic Survey in June 1998..
 GR1983
 GR1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1983
 GR1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1983
 GR1983.The geoid height was determined by GEOID03.
 GR1983
 GR1983;                    North         East     Units Scale Factor Converg.
 GR1983;SPC NV E     - 8,237,687.118   181,222.179   MT  0.99990434   -0 07 35.3
 GR1983;SPC NV E     -27,026,478.49    594,559.77   sFT  0.99990434   -0 07 35.3
 GR1983;UTM  11      - 4,083,593.622   607,457.201   MT  0.99974225   +0 43 26.5
 GR1983
 GR1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1983!SPC NV E     -   0.99970424  x   0.99990434  =   0.99960860
 GR1983!UTM  11      -   0.99970424  x   0.99974225  =   0.99944656
 GR1983
 GR1983                          SUPERSEDED SURVEY CONTROL
 GR1983
 GR1983  NAD 83(1992)-  36 53 31.95031(N)    115 47 38.46620(W) AD(       ) 3
 GR1983  NGVD 29 (02/14/94) 1910.6    (m)         6268.     (f) VERT ANG       
 GR1983
 GR1983.Superseded values are not recommended for survey control.
 GR1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1983.See file dsdata.txt to determine how the superseded data were derived.
 GR1983
 GR1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA0745783594(NAD 83)
 GR1983_MARKER: Z = SEE DESCRIPTION
 GR1983_SETTING: 0 = UNSPECIFIED SETTING
 GR1983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1983
 GR1983  HISTORY     - Date     Condition        Report By
 GR1983  HISTORY     - 1973     MONUMENTED       USGS
 GR1983
 GR1983                          STATION DESCRIPTION
 GR1983
 GR1983'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR1983'LOCATED ABOUT 22 MI N. AND 6 MI W. OF INDIAN SPRINGS.  ON HIGHEST
 GR1983'POINT ON BURIED HILLS ON PEAK CALLED AYSEES PEAK.
 GR1983'
 GR1983'REACHED BY HELICOPTER.
 GR1983'
 GR1983'STATION MARK--2-INCH X 2-INCH HUB PROJECTING 0.1 FT. AND CAIRN
 GR1983'ON HIGHEST POINT OF TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1984 ***********************************************************************
 GR1984  DESIGNATION -  1 82 HT
 GR1984  PID         -  GR1984
 GR1984  STATE/COUNTY-  NV/CLARK
 GR1984  USGS QUAD   -  FRENCHMAN LAKE SE (1973)
 GR1984
 GR1984                         *CURRENT SURVEY CONTROL
 GR1984  ___________________________________________________________________
 GR1984* NAD 83(1994)-  36 50 06.94423(N)    115 46 07.20816(W)     ADJUSTED  
 GR1984* NAVD 88     -      1412.2    (meters)    4633.     (feet)  VERTCON   
 GR1984  ___________________________________________________________________
 GR1984  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 GR1984  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 GR1984
 GR1984  HORZ ORDER  -  THIRD
 GR1984
 GR1984.The horizontal coordinates were established by classical geodetic methods
 GR1984.and adjusted by the National Geodetic Survey in June 1998..
 GR1984
 GR1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1984
 GR1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1984
 GR1984.The geoid height was determined by GEOID03.
 GR1984
 GR1984;                    North         East     Units Scale Factor Converg.
 GR1984;SPC NV E     - 8,231,363.588   183,469.092   MT  0.99990337   -0 06 40.0
 GR1984;SPC NV E     -27,005,732.04    601,931.51   sFT  0.99990337   -0 06 40.0
 GR1984;UTM  11      - 4,077,305.115   609,797.298   MT  0.99974852   +0 44 17.8
 GR1984
 GR1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1984!SPC NV E     -   0.99978257  x   0.99990337  =   0.99968596
 GR1984!UTM  11      -   0.99978257  x   0.99974852  =   0.99953114
 GR1984
 GR1984                          SUPERSEDED SURVEY CONTROL
 GR1984
 GR1984  NAD 83(1992)-  36 50 06.94762(N)    115 46 07.21784(W) AD(       ) 3
 GR1984  NGVD 29 (02/14/94) 1411.3    (m)         4630.     (f) VERT ANG       
 GR1984
 GR1984.Superseded values are not recommended for survey control.
 GR1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1984.See file dsdata.txt to determine how the superseded data were derived.
 GR1984
 GR1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA0979777305(NAD 83)
 GR1984_MARKER: S = SPIKE
 GR1984_SETTING: 0 = UNSPECIFIED SETTING
 GR1984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1984
 GR1984  HISTORY     - Date     Condition        Report By
 GR1984  HISTORY     - 1973     MONUMENTED       USGS
 GR1984
 GR1984                          STATION DESCRIPTION
 GR1984
 GR1984'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR1984'LOCATED ABOUT 18.5 MI NNW. OF INDIAN SPRINGS, ABOUT 17.5 MI NE.
 GR1984'OF MERCURY, ABOUT 0.35 MI S. OF LINCOLN-CLARK COUNTY LINE, ABOUT
 GR1984'0.1 MI W. OF N.-S. RD.  ON THE WEST CENTRAL PART OF 1 MI LONG
 GR1984'FORMATION CONSISTING OF SEVERAL RIDGES RUNNING NNE. BY SSW., ON
 GR1984'TOP BOUNDED ON SE. BY SCAR LEADING TO RD., ON FLAT AREA ABOUT 3
 GR1984'FT LOWER THAN HIGHEST POINT.
 GR1984'
 GR1984'STATION MARK--RR. SPIKE FLUSH IN ROCK CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1985 ***********************************************************************
 GR1985  DESIGNATION -  1 86
 GR1985  PID         -  GR1985
 GR1985  STATE/COUNTY-  NV/CLARK
 GR1985  USGS QUAD   -  MERCURY NE (1982)
 GR1985
 GR1985                         *CURRENT SURVEY CONTROL
 GR1985  ___________________________________________________________________
 GR1985* NAD 83(1994)-  36 44 12.19105(N)    115 46 09.87992(W)     ADJUSTED  
 GR1985* NAVD 88     -      1731.2    (meters)    5680.     (feet)  VERTCON   
 GR1985  ___________________________________________________________________
 GR1985  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 GR1985  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 GR1985
 GR1985  HORZ ORDER  -  THIRD
 GR1985
 GR1985.The horizontal coordinates were established by classical geodetic methods
 GR1985.and adjusted by the National Geodetic Survey in June 1998..
 GR1985
 GR1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1985
 GR1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1985
 GR1985.The geoid height was determined by GEOID03.
 GR1985
 GR1985;                    North         East     Units Scale Factor Converg.
 GR1985;SPC NV E     - 8,220,429.169   183,381.630   MT  0.99990340   -0 06 40.7
 GR1985;SPC NV E     -26,969,858.03    601,644.56   sFT  0.99990340   -0 06 40.7
 GR1985;UTM  11      - 4,066,372.292   609,871.741   MT  0.99974872   +0 44 10.1
 GR1985
 GR1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1985!SPC NV E     -   0.99973255  x   0.99990340  =   0.99963598
 GR1985!UTM  11      -   0.99973255  x   0.99974872  =   0.99948134
 GR1985
 GR1985                          SUPERSEDED SURVEY CONTROL
 GR1985
 GR1985  NAD 83(1992)-  36 44 12.19445(N)    115 46 09.89060(W) AD(       ) 3
 GR1985  NGVD 29 (02/14/94) 1730.3    (m)         5677.     (f) VERT ANG       
 GR1985
 GR1985.Superseded values are not recommended for survey control.
 GR1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1985.See file dsdata.txt to determine how the superseded data were derived.
 GR1985
 GR1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA0987266372(NAD 83)
 GR1985_MARKER: DB = BENCH MARK DISK
 GR1985_SETTING: 0 = UNSPECIFIED SETTING
 GR1985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1985
 GR1985  HISTORY     - Date     Condition        Report By
 GR1985  HISTORY     - 1973     MONUMENTED       USGS
 GR1985
 GR1985                          STATION DESCRIPTION
 GR1985
 GR1985'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR1985'LOCATED ABOUT 14 MI E. OF MERCURY, 12 MI NNW. OF INDIAN SPRINGS.
 GR1985'ON TOP IN SPOTTED RANGE.
 GR1985'
 GR1985'REACHED BY HELICOPTER.
 GR1985'
 GR1985'STATION MARK--STANDARD TABLET STAMPED---VABM 1973---, IN DRILL
 GR1985'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0679 ***********************************************************************
 GS0679  DESIGNATION -  1 BIS HN
 GS0679  PID         -  GS0679
 GS0679  STATE/COUNTY-  NV/NYE
 GS0679  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0679
 GS0679                         *CURRENT SURVEY CONTROL
 GS0679  ___________________________________________________________________
 GS0679* NAD 83(1986)-  36 51 37.     (N)    116 28 00.     (W)     SCALED    
 GS0679* NAVD 88     -      1481.290  (meters)    4859.87   (feet)  ADJUSTED  
 GS0679  ___________________________________________________________________
 GS0679  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GS0679  DYNAMIC HT  -        1479.599 (meters)    4854.32  (feet)  COMP
 GS0679  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 GS0679
 GS0679  VERT ORDER  -  FIRST     CLASS I
 GS0679
 GS0679.The horizontal coordinates were scaled from a topographic map and have
 GS0679.an estimated accuracy of +/- 6 seconds.
 GS0679
 GS0679.The orthometric height was determined by differential leveling
 GS0679.and adjusted by the National Geodetic Survey in May 2004..
 GS0679
 GS0679.The geoid height was determined by GEOID03.
 GS0679
 GS0679.The dynamic height is computed by dividing the NAVD 88
 GS0679.geopotential number by the normal gravity value computed on the
 GS0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0679.degrees latitude (g = 980.6199 gals.).
 GS0679
 GS0679.The modeled gravity was interpolated from observed gravity values.
 GS0679
 GS0679;                    North         East    Units  Estimated Accuracy
 GS0679;SPC NV C     - 6,234,140.      517,830.      MT  (+/- 180 meters Scaled)
 GS0679
 GS0679                          SUPERSEDED SURVEY CONTROL
 GS0679
 GS0679  NAVD 88 (??/??/92) 1481.302  (m)         4859.90   (f) UNKNOWN     3 0
 GS0679  NGVD 29 (05/01/91) 1480.349  (m)         4856.78   (f) ADJUSTED    1 1
 GS0679
 GS0679.Superseded values are not recommended for survey control.
 GS0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0679.See file dsdata.txt to determine how the superseded data were derived.
 GS0679
 GS0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA475795(NAD 83)
 GS0679_MARKER: DD = SURVEY DISK
 GS0679_SETTING: 66 = SET IN ROCK OUTCROP
 GS0679_SP_SET: BEDROCK
 GS0679_STAMPING: 1 BIS HN 1982
 GS0679_MARK LOGO: AEC   
 GS0679_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0679+STABILITY: POSITION/ELEVATION WELL
 GS0679
 GS0679  HISTORY     - Date     Condition        Report By
 GS0679  HISTORY     - 1982     MONUMENTED       AEC
 GS0679  HISTORY     - 1983     GOOD             USGS
 GS0679  HISTORY     - 1986     GOOD             USGS
 GS0679  HISTORY     - 1988     GOOD             USGS
 GS0679  HISTORY     - 19910402 GOOD             USGS
 GS0679  HISTORY     - 19930127 GOOD             USGS
 GS0679  HISTORY     - 19950202 GOOD             USGS
 GS0679
 GS0679                          STATION DESCRIPTION
 GS0679
 GS0679'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0679'62.5 KM (38.85 MI) NW FROM MERCURY.
 GS0679'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0679'JACKASS FLAT ROAD WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0679'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0679'INTERSECTION OF ROADS F AND H WHICH IS 1.3 MILES NORTHWEST OF THE
 GS0679'GUARD STATION, TURN WEST ONTO ROAD H AND PROCEED 7.9 MILES TO THE
 GS0679'WEST EDGE OF FORTYMILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND
 GS0679'PROCEED 1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE
 GS0679'NORTHWESTERLY 4.85 MILES TO AN INTERSECTION AT THE TOP OF YUCCA
 GS0679'MOUNTAIN, TURN NORTH ALONG THE TOP OF THE RIDGE 1.55 MILES, 90 FEET
 GS0679'WEST OF THE CENTERLINE OF THE ROAD.
 GS0679
 GS0679                          STATION RECOVERY (1986)
 GS0679
 GS0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0679'RECOVERED IN GOOD CONDITION.
 GS0679
 GS0679                          STATION RECOVERY (1988)
 GS0679
 GS0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0679'RECOVERED IN GOOD CONDITION.
 GS0679
 GS0679                          STATION RECOVERY (1991)
 GS0679
 GS0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0679'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0679'JACKASS FLAT ROAD WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0679'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0679'INTERSECTION OF ROADS F AND H WHICH IS 1.3 MILES NORTHWEST OF THE
 GS0679'GUARD STATION, TURN WEST ONTO ROAD H AND PROCEED 7.9 MILES TO THE
 GS0679'WEST EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND
 GS0679'PROCEED 1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE
 GS0679'NORTHWESTERLY 4.85 MILES TO AN INTERSECTION AT THE TOP OF YUCCA
 GS0679'MOUNTAIN, TURN NORTH ALONG THE TOP OF THE RIDGE 1.55 MILES, 90 FEET
 GS0679'WEST OF THE CENTERLINE OF THE ROAD.
 GS0679
 GS0679                          STATION RECOVERY (1993)
 GS0679
 GS0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0679'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0679'JACKASS FLAT ROAD WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0679'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0679'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H WHICH IS 1.3
 GS0679'MILES (2.1 KM) NORTHWEST OF THE GUARD STATION, TURN WEST ONTO ROAD H
 GS0679'AND PROCEED 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0679'TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED 1.95 MILES (3.14 KM) TO A
 GS0679'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 4.85 MILES
 GS0679'(7.81 KM) TO AN INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN NORTH
 GS0679'ALONG THE TOP OF THE RIDGE 1.55 MILES (2.49 KM), 90 FEET (27.4 M)
 GS0679'WEST OF THE CENTERLINE OF THE ROAD.
 GS0679
 GS0679                          STATION RECOVERY (1995)
 GS0679
 GS0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0679'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0397 ***********************************************************************
 HP0397  DESIGNATION -  1 DOR
 HP0397  PID         -  HP0397
 HP0397  STATE/COUNTY-  NV/LINCOLN
 HP0397  USGS QUAD   -  HIKO NE (1970)
 HP0397
 HP0397                         *CURRENT SURVEY CONTROL
 HP0397  ___________________________________________________________________
 HP0397* NAD 83(1986)-  37 44 34.     (N)    115 07 28.     (W)     SCALED    
 HP0397* NAVD 88     -      1289.428  (meters)    4230.40   (feet)  ADJUSTED  
 HP0397  ___________________________________________________________________
 HP0397  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 HP0397  DYNAMIC HT  -        1288.057 (meters)    4225.90  (feet)  COMP
 HP0397  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 HP0397
 HP0397  VERT ORDER  -  SECOND    CLASS 0
 HP0397
 HP0397.The horizontal coordinates were scaled from a topographic map and have
 HP0397.an estimated accuracy of +/- 6 seconds.
 HP0397
 HP0397.The orthometric height was determined by differential leveling
 HP0397.and adjusted by the National Geodetic Survey in June 1991..
 HP0397
 HP0397.The geoid height was determined by GEOID03.
 HP0397
 HP0397.The dynamic height is computed by dividing the NAVD 88
 HP0397.geopotential number by the normal gravity value computed on the
 HP0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0397.degrees latitude (g = 980.6199 gals.).
 HP0397
 HP0397.The modeled gravity was interpolated from observed gravity values.
 HP0397
 HP0397;                    North         East    Units  Estimated Accuracy
 HP0397;SPC NV E     - 8,332,160.      240,440.      MT  (+/- 180 meters Scaled)
 HP0397
 HP0397                          SUPERSEDED SURVEY CONTROL
 HP0397
 HP0397  NGVD 29 (??/??/92) 1288.46   (m)         4227.2    (f) COMPUTED    2 0
 HP0397
 HP0397.Superseded values are not recommended for survey control.
 HP0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0397.See file dsdata.txt to determine how the superseded data were derived.
 HP0397
 HP0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB652789(NAD 83)
 HP0397_MARKER: DD = SURVEY DISK
 HP0397_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0397_SP_SET: COPPER-CLAD STEEL ROD
 HP0397_STAMPING: 1 DOR 1968 4227
 HP0397_MARK LOGO: USGS  
 HP0397_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0397+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0397
 HP0397  HISTORY     - Date     Condition        Report By
 HP0397  HISTORY     - 1968     MONUMENTED       USGS
 HP0397
 HP0397                          STATION DESCRIPTION
 HP0397
 HP0397'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0397'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 13.6 MILES NORTHEAST
 HP0397'ALONG HIGHWAY 38 TO A Y-ROAD NORTHWEST TO SHARP, 100 FEET NORTHWEST OF
 HP0397'THE ROAD, 50 FEET EAST OF THE ROAD TO SHARP, 1.5 FEET SOUTH OF A
 HP0397'WITNESS SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE
 HP0397'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0576 ***********************************************************************
 JP0576  DESIGNATION -  1 DOR
 JP0576  PID         -  JP0576
 JP0576  STATE/COUNTY-  NV/LINCOLN
 JP0576  USGS QUAD   -  MILK RANCH SPRING (1978)
 JP0576
 JP0576                         *CURRENT SURVEY CONTROL
 JP0576  ___________________________________________________________________
 JP0576* NAD 83(1986)-  38 35 11.     (N)    114 38 55.     (W)     SCALED    
 JP0576* NAVD 88     -      1818.245  (meters)    5965.36   (feet)  ADJUSTED  
 JP0576  ___________________________________________________________________
 JP0576  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 JP0576  DYNAMIC HT  -        1816.236 (meters)    5958.77  (feet)  COMP
 JP0576  MODELED GRAV-     979,459.4   (mgal)                       NAVD 88
 JP0576
 JP0576  VERT ORDER  -  SECOND    CLASS 0
 JP0576
 JP0576.The horizontal coordinates were scaled from a topographic map and have
 JP0576.an estimated accuracy of +/- 6 seconds.
 JP0576
 JP0576.The orthometric height was determined by differential leveling
 JP0576.and adjusted by the National Geodetic Survey in August 1995..
 JP0576
 JP0576.The geoid height was determined by GEOID03.
 JP0576
 JP0576.The dynamic height is computed by dividing the NAVD 88
 JP0576.geopotential number by the normal gravity value computed on the
 JP0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0576.degrees latitude (g = 980.6199 gals.).
 JP0576
 JP0576.The modeled gravity was interpolated from observed gravity values.
 JP0576
 JP0576;                    North         East    Units  Estimated Accuracy
 JP0576;SPC NV E     - 8,426,100.      281,430.      MT  (+/- 180 meters Scaled)
 JP0576
 JP0576                          SUPERSEDED SURVEY CONTROL
 JP0576
 JP0576.No superseded survey control is available for this station.
 JP0576
 JP0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC048735(NAD 83)
 JP0576_MARKER: DD = SURVEY DISK
 JP0576_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0576_SP_SET: COPPER-CLAD STEEL ROD
 JP0576_STAMPING: 1 DOR 1971 5961
 JP0576_MARK LOGO: USGS  
 JP0576_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0576
 JP0576  HISTORY     - Date     Condition        Report By
 JP0576  HISTORY     - 1971     MONUMENTED       USGS
 JP0576
 JP0576                          STATION DESCRIPTION
 JP0576
 JP0576'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0576'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0576'HIGHWAY 93 TO A T-ROAD WEST TO CAVE VALLEY, AT A CATTLEGUARD, 200
 JP0576'FEET WEST NORTHWEST OF THE CENTERLINE OF U S HIGHWAY 93, 25 FEET
 JP0576'NORTH NORTHEAST OF THE ROAD TO CAVE VALLEY, 6 FEET SOUTH SOUTHWEST OF
 JP0576'A POWER POLE, 0.5 FOOT EAST OF A FENCE AND A WITNESS POST,  A 5/8 INCH
 JP0576'COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH
 JP0576'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0444 ***********************************************************************
 KP0444  DESIGNATION -  1 DOR
 KP0444  PID         -  KP0444
 KP0444  STATE/COUNTY-  NV/WHITE PINE
 KP0444  USGS QUAD   -  MAJORS PLACE (1993)
 KP0444
 KP0444                         *CURRENT SURVEY CONTROL
 KP0444  ___________________________________________________________________
 KP0444* NAD 83(1986)-  39 01 40.     (N)    114 35 59.     (W)     SCALED    
 KP0444* NAVD 88     -      2040.083  (meters)    6693.17   (feet)  ADJUSTED  
 KP0444  ___________________________________________________________________
 KP0444  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 KP0444  DYNAMIC HT  -        2037.852 (meters)    6685.85  (feet)  COMP
 KP0444  MODELED GRAV-     979,461.1   (mgal)                       NAVD 88
 KP0444
 KP0444  VERT ORDER  -  SECOND    CLASS 0
 KP0444
 KP0444.The horizontal coordinates were scaled from a topographic map and have
 KP0444.an estimated accuracy of +/- 6 seconds.
 KP0444
 KP0444.The orthometric height was determined by differential leveling
 KP0444.and adjusted by the National Geodetic Survey in August 1995..
 KP0444
 KP0444.The geoid height was determined by GEOID03.
 KP0444
 KP0444.The dynamic height is computed by dividing the NAVD 88
 KP0444.geopotential number by the normal gravity value computed on the
 KP0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0444.degrees latitude (g = 980.6199 gals.).
 KP0444
 KP0444.The modeled gravity was interpolated from observed gravity values.
 KP0444
 KP0444;                    North         East    Units  Estimated Accuracy
 KP0444;SPC NV E     - 8,475,140.      285,170.      MT  (+/- 180 meters Scaled)
 KP0444
 KP0444                          SUPERSEDED SURVEY CONTROL
 KP0444
 KP0444.No superseded survey control is available for this station.
 KP0444
 KP0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD077226(NAD 83)
 KP0444_MARKER: DD = SURVEY DISK
 KP0444_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KP0444_SP_SET: COPPER-CLAD STEEL ROD
 KP0444_STAMPING: 1 DOR 1973 6689
 KP0444_MARK LOGO: USGS  
 KP0444_MAGNETIC: I = MARKER IS A STEEL ROD
 KP0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0444
 KP0444  HISTORY     - Date     Condition        Report By
 KP0444  HISTORY     - 1973     MONUMENTED       USGS
 KP0444
 KP0444                          STATION DESCRIPTION
 KP0444
 KP0444'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 KP0444'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 22.2 MILES
 KP0444'SOUTHEAST ALONG U S HIGHWAY 6 TO JUST SOUTHEAST OF THE TOP OF CONNORS
 KP0444'PASS, THENCE 3.6 MILES SOUTHEAST ALONG THE OLD HIGHWAY 6, ABOUT 250
 KP0444'FEET SOUTHWEST OF AND ABOUT 120 FEET LOWER THAN THE NEW HIGHWAY, 45
 KP0444'FEET SOUTHWEST OF AND 3 FEET LOWER THAN THE CENTERLINE OF THE OLD
 KP0444'HIGHWAY, 15 FEET NORTHWEST OF A TELEPHONE POLE, UNDER A TELEPHONE
 KP0444'LINE,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED
 KP0444'IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0530 ***********************************************************************
 MU0530  DESIGNATION -  1 FMK
 MU0530  PID         -  MU0530
 MU0530  STATE/COUNTY-  NV/ELKO
 MU0530  USGS QUAD   -  SQUAW VALLEY RANCH (1965)
 MU0530
 MU0530                         *CURRENT SURVEY CONTROL
 MU0530  ___________________________________________________________________
 MU0530* NAD 83(1986)-  41 12 37.     (N)    116 40 22.     (W)     SCALED    
 MU0530* NAVD 88     -      1593.068  (meters)    5226.59   (feet)  POSTED    
 MU0530  ___________________________________________________________________
 MU0530  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 MU0530  DYNAMIC HT  -        1591.800 (meters)    5222.43  (feet)  COMP
 MU0530  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 MU0530
 MU0530  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0530
 MU0530.The horizontal coordinates were scaled from a topographic map and have
 MU0530.an estimated accuracy of +/- 6 seconds.
 MU0530
 MU0530.The orthometric height was determined by differential leveling
 MU0530.and adjusted by the National Geodetic Survey in 1992..
 MU0530.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0530.rate of 0.0 thru 1.0 mm/km.
 MU0530
 MU0530.The geoid height was determined by GEOID03.
 MU0530
 MU0530.The dynamic height is computed by dividing the NAVD 88
 MU0530.geopotential number by the normal gravity value computed on the
 MU0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0530.degrees latitude (g = 980.6199 gals.).
 MU0530
 MU0530.The modeled gravity was interpolated from observed gravity values.
 MU0530
 MU0530;                    North         East    Units  Estimated Accuracy
 MU0530;SPC NV E     - 8,717,570.      108,640.      MT  (+/- 180 meters Scaled)
 MU0530
 MU0530                          SUPERSEDED SURVEY CONTROL
 MU0530
 MU0530  NGVD 29 (??/??/92) 1592.01   (m)         5223.1    (f) COMPUTED    2 0
 MU0530
 MU0530.Superseded values are not recommended for survey control.
 MU0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0530.See file dsdata.txt to determine how the superseded data were derived.
 MU0530
 MU0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF274621(NAD 83)
 MU0530_MARKER: DD = SURVEY DISK
 MU0530_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0530_SP_SET: COPPER-CLAD STEEL ROD
 MU0530_STAMPING: 1 FMK 1973 5223
 MU0530_MARK LOGO: USGS  
 MU0530_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0530+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0530
 MU0530  HISTORY     - Date     Condition        Report By
 MU0530  HISTORY     - 1973     MONUMENTED       USGS
 MU0530
 MU0530                          STATION DESCRIPTION
 MU0530
 MU0530'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0530'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 6.5
 MU0530'MILES EAST ALONG GRAVEL ROAD TO A FENCE CORNER, 44 FEET SOUTH OF THE
 MU0530'CENTERLINE OF THE ROAD, 17 FEET WEST OF THE FENCE CORNER, 0.5 FEET
 MU0530'NORTH OF THE FENCE, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK
 MU0530'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1452 ***********************************************************************
 KR1452  DESIGNATION -  1 HJH
 KR1452  PID         -  KR1452
 KR1452  STATE/COUNTY-  NV/WASHOE
 KR1452  USGS QUAD   -  PAH RAH MTN (1985)
 KR1452
 KR1452                         *CURRENT SURVEY CONTROL
 KR1452  ___________________________________________________________________
 KR1452* NAD 83(1986)-  39 48 13.     (N)    119 22 52.     (W)     SCALED    
 KR1452* NAVD 88     -      1238.722  (meters)    4064.04   (feet)  ADJUSTED  
 KR1452  ___________________________________________________________________
 KR1452  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 KR1452  DYNAMIC HT  -        1237.666 (meters)    4060.58  (feet)  COMP
 KR1452  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 KR1452
 KR1452  VERT ORDER  -  SECOND    CLASS 0
 KR1452
 KR1452.The horizontal coordinates were scaled from a topographic map and have
 KR1452.an estimated accuracy of +/- 6 seconds.
 KR1452
 KR1452.The orthometric height was determined by differential leveling
 KR1452.and adjusted by the National Geodetic Survey in June 1991..
 KR1452
 KR1452.The geoid height was determined by GEOID03.
 KR1452
 KR1452.The dynamic height is computed by dividing the NAVD 88
 KR1452.geopotential number by the normal gravity value computed on the
 KR1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1452.degrees latitude (g = 980.6199 gals.).
 KR1452
 KR1452.The modeled gravity was interpolated from observed gravity values.
 KR1452
 KR1452;                    North         East    Units  Estimated Accuracy
 KR1452;SPC NV W     - 4,561,110.      731,690.      MT  (+/- 180 meters Scaled)
 KR1452
 KR1452                          SUPERSEDED SURVEY CONTROL
 KR1452
 KR1452  NGVD 29 (??/??/92) 1237.710  (m)         4060.72   (f) ADJ UNCH    2 0
 KR1452
 KR1452.Superseded values are not recommended for survey control.
 KR1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1452.See file dsdata.txt to determine how the superseded data were derived.
 KR1452
 KR1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE961086(NAD 83)
 KR1452_MARKER: DB = BENCH MARK DISK
 KR1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1452_SP_SET: CONCRETE POST
 KR1452_STAMPING: 1 HJH 1962 4061
 KR1452_MARK LOGO: USGS  
 KR1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1452+STABILITY: SURFACE MOTION
 KR1452
 KR1452  HISTORY     - Date     Condition        Report By
 KR1452  HISTORY     - 1962     MONUMENTED       USGS
 KR1452
 KR1452                          STATION DESCRIPTION
 KR1452
 KR1452'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1452'3.8 KM (2.40 MI) SOUTH FROM NIXON.
 KR1452'1.4 MILES SOUTH OF NIXON ALONG STATE HIGHWAY 34 TO A RAILROAD
 KR1452'CROSSING, CONTINUE 0.1 MILES TO A TRACK ROAD WEST OF THE OLD ORIGINAL
 KR1452'WADSWORTH - SUTCLIFF WAGON ROAD, THENCE GO 1 MILE WEST, ABOUT 800
 KR1452'FEET SOUTHWEST OF THE RAILROAD TRACKS MIDWAY BETWEEN TWO ROAD FORKS,
 KR1452'42  FEET NORTHEAST OF THE ROAD CENTERLINE.
 KR1452'THE MARK IS 3 FT  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0635 ***********************************************************************
 GS0635  DESIGNATION -  1 JD
 GS0635  PID         -  GS0635
 GS0635  STATE/COUNTY-  NV/NYE
 GS0635  USGS QUAD   -  ASHTON (1987)
 GS0635
 GS0635                         *CURRENT SURVEY CONTROL
 GS0635  ___________________________________________________________________
 GS0635* NAD 83(1986)-  36 44 37.     (N)    116 38 45.     (W)     SCALED    
 GS0635* NAVD 88     -       821.274  (meters)    2694.46   (feet)  ADJUSTED  
 GS0635  ___________________________________________________________________
 GS0635  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GS0635  DYNAMIC HT  -         820.447 (meters)    2691.75  (feet)  COMP
 GS0635  MODELED GRAV-     979,598.2   (mgal)                       NAVD 88
 GS0635
 GS0635  VERT ORDER  -  FIRST     CLASS I
 GS0635
 GS0635.The horizontal coordinates were scaled from a topographic map and have
 GS0635.an estimated accuracy of +/- 6 seconds.
 GS0635
 GS0635.The orthometric height was determined by differential leveling
 GS0635.and adjusted by the National Geodetic Survey in May 2004..
 GS0635
 GS0635.The geoid height was determined by GEOID03.
 GS0635
 GS0635.The dynamic height is computed by dividing the NAVD 88
 GS0635.geopotential number by the normal gravity value computed on the
 GS0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0635.degrees latitude (g = 980.6199 gals.).
 GS0635
 GS0635.The modeled gravity was interpolated from observed gravity values.
 GS0635
 GS0635;                    North         East    Units  Estimated Accuracy
 GS0635;SPC NV C     - 6,221,180.      501,860.      MT  (+/- 180 meters Scaled)
 GS0635
 GS0635                          SUPERSEDED SURVEY CONTROL
 GS0635
 GS0635  NAVD 88 (??/??/92)  821.273  (m)         2694.46   (f) UNKNOWN     3 0
 GS0635  NGVD 29 (05/01/91)  820.434  (m)         2691.71   (f) ADJUSTED    1 1
 GS0635
 GS0635.Superseded values are not recommended for survey control.
 GS0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0635.See file dsdata.txt to determine how the superseded data were derived.
 GS0635
 GS0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA316664(NAD 83)
 GS0635_MARKER: DB = BENCH MARK DISK
 GS0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0635_SP_SET: CONCRETE POST
 GS0635_STAMPING: 1 JD 1952 2692
 GS0635_MARK LOGO: USGS  
 GS0635_PROJECTION: PROJECTING 20 CENTIMETERS
 GS0635_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0635+STABILITY: SURFACE MOTION
 GS0635
 GS0635  HISTORY     - Date     Condition        Report By
 GS0635  HISTORY     - 1952     MONUMENTED       USGS
 GS0635  HISTORY     - 1983     GOOD             USGS
 GS0635  HISTORY     - 1986     GOOD             USGS
 GS0635  HISTORY     - 1988     GOOD             USGS
 GS0635  HISTORY     - 19901128 GOOD             USGS
 GS0635  HISTORY     - 19921127 GOOD             USGS
 GS0635  HISTORY     - 19941214 GOOD             USGS
 GS0635
 GS0635                          STATION DESCRIPTION
 GS0635
 GS0635'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0635'23.7 KM (14.70 MI) SE FROM BEATTY.
 GS0635'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0635'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0
 GS0635'MILES, 51 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 GS0635
 GS0635                          STATION RECOVERY (1986)
 GS0635
 GS0635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0635'RECOVERED IN GOOD CONDITION.
 GS0635
 GS0635                          STATION RECOVERY (1988)
 GS0635
 GS0635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0635'RECOVERED IN GOOD CONDITION.
 GS0635
 GS0635                          STATION RECOVERY (1990)
 GS0635
 GS0635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 GS0635'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0635'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0
 GS0635'MILES, 51 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 GS0635
 GS0635                          STATION RECOVERY (1992)
 GS0635
 GS0635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0635'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0635'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0635'(22.5 KM), 51 FEET (15.5 M) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 GS0635
 GS0635                          STATION RECOVERY (1994)
 GS0635
 GS0635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0635'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0642 ***********************************************************************
 KR0642  DESIGNATION -  1 JD 4025
 KR0642  PID         -  KR0642
 KR0642  STATE/COUNTY-  NV/CHURCHILL
 KR0642  USGS QUAD   -  EAGLE ROCK (1985)
 KR0642
 KR0642                         *CURRENT SURVEY CONTROL
 KR0642  ___________________________________________________________________
 KR0642* NAD 83(1986)-  39 40 59.     (N)    119 07 23.     (W)     SCALED    
 KR0642* NAVD 88     -      1227.937  (meters)    4028.66   (feet)  ADJUSTED  
 KR0642  ___________________________________________________________________
 KR0642  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 KR0642  DYNAMIC HT  -        1226.899 (meters)    4025.25  (feet)  COMP
 KR0642  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 KR0642
 KR0642  VERT ORDER  -  FIRST     CLASS II
 KR0642
 KR0642.The horizontal coordinates were scaled from a topographic map and have
 KR0642.an estimated accuracy of +/- 6 seconds.
 KR0642
 KR0642.The orthometric height was determined by differential leveling
 KR0642.and adjusted by the National Geodetic Survey in June 1991..
 KR0642
 KR0642.The geoid height was determined by GEOID03.
 KR0642
 KR0642.The dynamic height is computed by dividing the NAVD 88
 KR0642.geopotential number by the normal gravity value computed on the
 KR0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0642.degrees latitude (g = 980.6199 gals.).
 KR0642
 KR0642.The modeled gravity was interpolated from observed gravity values.
 KR0642
 KR0642;                    North         East    Units  Estimated Accuracy
 KR0642;SPC NV W     - 4,547,560.      753,700.      MT  (+/- 180 meters Scaled)
 KR0642
 KR0642                          SUPERSEDED SURVEY CONTROL
 KR0642
 KR0642  NGVD 29 (??/??/92) 1226.965  (m)         4025.47   (f) ADJ UNCH    1 2
 KR0642
 KR0642.Superseded values are not recommended for survey control.
 KR0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0642.See file dsdata.txt to determine how the superseded data were derived.
 KR0642
 KR0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD179947(NAD 83)
 KR0642_MARKER: DD = SURVEY DISK
 KR0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0642_SP_SET: CONCRETE POST
 KR0642_STAMPING: 1 JD 1956 4025
 KR0642_MARK LOGO: USGS  
 KR0642_PROJECTION: PROJECTING 8 CENTIMETERS
 KR0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0642+STABILITY: SURFACE MOTION
 KR0642
 KR0642  HISTORY     - Date     Condition        Report By
 KR0642  HISTORY     - 1956     MONUMENTED       USGS
 KR0642  HISTORY     - 1958     GOOD             NGS
 KR0642  HISTORY     - 1986     GOOD             NGS
 KR0642
 KR0642                          STATION DESCRIPTION
 KR0642
 KR0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0642'9.2 MI NE FROM FERNLEY.
 KR0642'9.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0642'FERNLEY, 390.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 22.0
 KR0642'FEET NORTHEAST OF CENTER OF A DIRT ROAD, SET IN A SQUARE CONCRETE POST
 KR0642'PROJECT-3 INCHES ABOVE GROUND SURFACE.
 KR0642
 KR0642                          STATION RECOVERY (1986)
 KR0642
 KR0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0642'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0642'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0642'FERNLEY, THENCE 11.3 KM (7.0 MI) NORTHEAST ALONG I-80, 0.37 KM (0.23
 KR0642'MI) SOUTHWEST OF MILE POST 56, ABOUT 119.6 METERS (392 FT) NORTHWEST
 KR0642'OF THE CENTERLINE OF I-80 WESTBOUND, ABOUT 57.4 METERS (188 FT)
 KR0642'NORTHWEST OF A RIGHT OF WAY FENCE, 7.6 METERS (25.0 FT) NORTHEAST OF
 KR0642'THE CENTER OF AN OLD ROAD.
 KR0642'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0642'THE MARK IS ABOVE LEVEL WITH I-80 WESTBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0215 ***********************************************************************
 LS0215  DESIGNATION -  1 JRH
 LS0215  PID         -  LS0215
 LS0215  STATE/COUNTY-  NV/PERSHING
 LS0215  USGS QUAD   -  CORNISH PEAK (1987)
 LS0215
 LS0215                         *CURRENT SURVEY CONTROL
 LS0215  ___________________________________________________________________
 LS0215* NAD 83(1986)-  40 06 03.     (N)    118 07 23.     (W)     SCALED    
 LS0215* NAVD 88     -      1256.886  (meters)    4123.63   (feet)  ADJUSTED  
 LS0215  ___________________________________________________________________
 LS0215  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 LS0215  DYNAMIC HT  -        1255.880 (meters)    4120.33  (feet)  COMP
 LS0215  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 LS0215
 LS0215  VERT ORDER  -  SECOND    CLASS 0
 LS0215
 LS0215.The horizontal coordinates were scaled from a topographic map and have
 LS0215.an estimated accuracy of +/- 6 seconds.
 LS0215
 LS0215.The orthometric height was determined by differential leveling
 LS0215.and adjusted by the National Geodetic Survey in June 1991..
 LS0215
 LS0215.The geoid height was determined by GEOID03.
 LS0215
 LS0215.The dynamic height is computed by dividing the NAVD 88
 LS0215.geopotential number by the normal gravity value computed on the
 LS0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0215.degrees latitude (g = 980.6199 gals.).
 LS0215
 LS0215.The modeled gravity was interpolated from observed gravity values.
 LS0215
 LS0215;                    North         East    Units  Estimated Accuracy
 LS0215;SPC NV W     - 4,593,910.      839,240.      MT  (+/- 180 meters Scaled)
 LS0215
 LS0215                          SUPERSEDED SURVEY CONTROL
 LS0215
 LS0215  NGVD 29 (??/??/92) 1255.921  (m)         4120.47   (f) ADJ UNCH    2 0
 LS0215
 LS0215.Superseded values are not recommended for survey control.
 LS0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0215.See file dsdata.txt to determine how the superseded data were derived.
 LS0215
 LS0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME042395(NAD 83)
 LS0215_MARKER: DB = BENCH MARK DISK
 LS0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0215_STAMPING: 1 JRH 4120 1953
 LS0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0215+STABILITY: SURFACE MOTION
 LS0215
 LS0215  HISTORY     - Date     Condition        Report By
 LS0215  HISTORY     - 1953     MONUMENTED       USGS
 LS0215  HISTORY     - 1958     GOOD             NGS
 LS0215
 LS0215                          STATION DESCRIPTION
 LS0215
 LS0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LS0215'27.2 MI SE FROM LOVELOCK.
 LS0215'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0215'STREET AT LOVELOCK, THENCE 17.75 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 LS0215'THENCE 1.05 MILE NORTH ALONG A GRAVEL ROAD, THENCE 2.15 MILES EAST
 LS0215'ALONG A GRAVEL ROAD.  IN R34E T26N S26, AT THE INTERSECTION OF OLD
 LS0215'EMIGRANT ROAD, 39 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 168 FEET
 LS0215'SOUTHEAST AND ACROSS THE ROADS FROM POWER POLE 31839, 36 FEET
 LS0215'SOUTHEAST OF THE CENTER LINE OF OLD EMIGRANT ROAD, 4.0 FEET WEST OF A
 LS0215'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LS0215'CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0426 ***********************************************************************
 HP0426  DESIGNATION -  1 LRC
 HP0426  PID         -  HP0426
 HP0426  STATE/COUNTY-  NV/LINCOLN
 HP0426  USGS QUAD   -  SCARECROW PEAK (1973)
 HP0426
 HP0426                         *CURRENT SURVEY CONTROL
 HP0426  ___________________________________________________________________
 HP0426* NAD 83(1986)-  37 09 49.     (N)    114 03 42.     (W)     SCALED    
 HP0426* NAVD 88     -      1016.401  (meters)    3334.64   (feet)  POSTED    
 HP0426  ___________________________________________________________________
 HP0426  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 HP0426  DYNAMIC HT  -        1015.370 (meters)    3331.26  (feet)  COMP
 HP0426  MODELED GRAV-     979,584.1   (mgal)                       NAVD 88
 HP0426
 HP0426  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0426
 HP0426.The horizontal coordinates were scaled from a topographic map and have
 HP0426.an estimated accuracy of +/- 6 seconds.
 HP0426
 HP0426.The orthometric height was determined by differential leveling
 HP0426.and adjusted by the National Geodetic Survey in 1992..
 HP0426.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0426.rate of 1.1 thru 2.0 mm/km.
 HP0426
 HP0426.The geoid height was determined by GEOID03.
 HP0426
 HP0426.The dynamic height is computed by dividing the NAVD 88
 HP0426.geopotential number by the normal gravity value computed on the
 HP0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0426.degrees latitude (g = 980.6199 gals.).
 HP0426
 HP0426.The modeled gravity was interpolated from observed gravity values.
 HP0426
 HP0426;                    North         East    Units  Estimated Accuracy
 HP0426;SPC NV E     - 8,268,870.      335,150.      MT  (+/- 180 meters Scaled)
 HP0426
 HP0426                          SUPERSEDED SURVEY CONTROL
 HP0426
 HP0426.No superseded survey control is available for this station.
 HP0426
 HP0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB609170(NAD 83)
 HP0426_MARKER: DD = SURVEY DISK
 HP0426_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0426_SP_SET: COPPER-CLAD STEEL ROD
 HP0426_STAMPING: 1 LRC 1973 3332
 HP0426_MARK LOGO: USGS  
 HP0426_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0426+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0426
 HP0426  HISTORY     - Date     Condition        Report By
 HP0426  HISTORY     - 1973     MONUMENTED       USGS
 HP0426
 HP0426                          STATION DESCRIPTION
 HP0426
 HP0426'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0426'FROM THE POST OFFICE IN MESQUITE, UTAH, PROCEED 33.6 MILES NORTHEAST
 HP0426'ALONG U S HIGHWAY 91 TO A POINT 11.2 MILES NORTHWEST OF CASTLE ROCK
 HP0426'CLIFF, ALONG LYTLE RANCH ROAD TO A Y-ROAD NORTH, THENCE 3.7 MILES
 HP0426'NORTHWEST ALONG A BLM ROAD TO A SIGNBOARD READING -ENTERING NEVADA-,
 HP0426'3.1 MILES NORTH OF CARP POST OFFICE, THENCE 26.1 MILES EASTERLY ALONG
 HP0426'A BLM ROAD, ABOUT 0.7 MILES WEST OF THE ACTUAL STATE LINE, 41 FEET
 HP0426'NORTH OF THE SIGNBOARD, 32 FEET NORTH OF CENTER OF THE ROAD, ON A 5/8
 HP0426'INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND
 HP0426'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0749 ***********************************************************************
 GS0749  DESIGNATION -  1 PDI
 GS0749  PID         -  GS0749
 GS0749  STATE/COUNTY-  NV/NYE
 GS0749  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0749
 GS0749                         *CURRENT SURVEY CONTROL
 GS0749  ___________________________________________________________________
 GS0749* NAD 83(1986)-  36 41 29.     (N)    116 09 47.     (W)     SCALED    
 GS0749* NAVD 88     -      1076.875  (meters)    3533.05   (feet)  ADJUSTED  
 GS0749  ___________________________________________________________________
 GS0749  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 GS0749  DYNAMIC HT  -        1075.697 (meters)    3529.18  (feet)  COMP
 GS0749  MODELED GRAV-     979,502.3   (mgal)                       NAVD 88
 GS0749
 GS0749  VERT ORDER  -  FIRST     CLASS I
 GS0749
 GS0749.The horizontal coordinates were scaled from a topographic map and have
 GS0749.an estimated accuracy of +/- 6 seconds.
 GS0749
 GS0749.The orthometric height was determined by differential leveling
 GS0749.and adjusted by the National Geodetic Survey in May 2004..
 GS0749
 GS0749.The geoid height was determined by GEOID03.
 GS0749
 GS0749.The dynamic height is computed by dividing the NAVD 88
 GS0749.geopotential number by the normal gravity value computed on the
 GS0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0749.degrees latitude (g = 980.6199 gals.).
 GS0749
 GS0749.The modeled gravity was interpolated from observed gravity values.
 GS0749
 GS0749;                    North         East    Units  Estimated Accuracy
 GS0749;SPC NV C     - 6,215,500.      545,000.      MT  (+/- 180 meters Scaled)
 GS0749
 GS0749                          SUPERSEDED SURVEY CONTROL
 GS0749
 GS0749  NAVD 88 (??/??/92) 1076.881  (m)         3533.07   (f) UNKNOWN     3 0
 GS0749  NGVD 29 (05/01/91) 1075.986  (m)         3530.13   (f) ADJUSTED    1 1
 GS0749
 GS0749.Superseded values are not recommended for survey control.
 GS0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0749.See file dsdata.txt to determine how the superseded data were derived.
 GS0749
 GS0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA747609(NAD 83)
 GS0749_MARKER: DB = BENCH MARK DISK
 GS0749_SETTING: 0 = UNSPECIFIED SETTING
 GS0749_STAMPING: 1 PDI 1986
 GS0749_MARK LOGO: USGS  
 GS0749_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0749
 GS0749  HISTORY     - Date     Condition        Report By
 GS0749  HISTORY     - 1986     MONUMENTED       USGS
 GS0749  HISTORY     - 1988     GOOD             USGS
 GS0749  HISTORY     - 19910618 GOOD             USGS
 GS0749  HISTORY     - 19930322 GOOD             USGS
 GS0749  HISTORY     - 19950331 GOOD             USGS
 GS0749
 GS0749                          STATION DESCRIPTION
 GS0749
 GS0749'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0749'17.9 KM (11.15 MI) NW FROM MERCURY.
 GS0749'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0749'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0749'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 10.75 MILES, 0.4 MILES
 GS0749'WEST OF A T-ROAD NORTH, 100 FEET SOUTH OF THE HIGHWAY.
 GS0749'THE MARK IS 6 METERS  E FROM  A ROCK CAIRN
 GS0749
 GS0749                          STATION RECOVERY (1988)
 GS0749
 GS0749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0749'RECOVERED IN GOOD CONDITION.
 GS0749
 GS0749                          STATION RECOVERY (1991)
 GS0749
 GS0749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0749'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0749'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0749'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 10.75 MILES, 0.4 MILE WEST
 GS0749'OF A T-ROAD NORTH, 100 FEET SOUTH OF THE HIGHWAY.
 GS0749
 GS0749                          STATION RECOVERY (1993)
 GS0749
 GS0749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0749'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0749'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0749'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 10.75 MILES
 GS0749'(17.30 KM), 0.4 MILE (0.6 KM) WEST OF A T-ROAD NORTH, 100 FEET
 GS0749'(30.5 M) SOUTH OF THE HIGHWAY.
 GS0749
 GS0749                          STATION RECOVERY (1995)
 GS0749
 GS0749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0749'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0636 ***********************************************************************
 GS0636  DESIGNATION -  1 TJS
 GS0636  PID         -  GS0636
 GS0636  STATE/COUNTY-  NV/NYE
 GS0636  USGS QUAD   -  ASHTON (1987)
 GS0636
 GS0636                         *CURRENT SURVEY CONTROL
 GS0636  ___________________________________________________________________
 GS0636* NAD 83(1986)-  36 44 49.     (N)    116 38 39.     (W)     SCALED    
 GS0636* NAVD 88     -       836.630  (meters)    2744.84   (feet)  ADJUSTED  
 GS0636  ___________________________________________________________________
 GS0636  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GS0636  DYNAMIC HT  -         835.787 (meters)    2742.08  (feet)  COMP
 GS0636  MODELED GRAV-     979,597.1   (mgal)                       NAVD 88
 GS0636
 GS0636  VERT ORDER  -  FIRST     CLASS I
 GS0636
 GS0636.The horizontal coordinates were scaled from a topographic map and have
 GS0636.an estimated accuracy of +/- 6 seconds.
 GS0636
 GS0636.The orthometric height was determined by differential leveling
 GS0636.and adjusted by the National Geodetic Survey in May 2004..
 GS0636
 GS0636.The geoid height was determined by GEOID03.
 GS0636
 GS0636.The dynamic height is computed by dividing the NAVD 88
 GS0636.geopotential number by the normal gravity value computed on the
 GS0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0636.degrees latitude (g = 980.6199 gals.).
 GS0636
 GS0636.The modeled gravity was interpolated from observed gravity values.
 GS0636
 GS0636;                    North         East    Units  Estimated Accuracy
 GS0636;SPC NV C     - 6,221,550.      502,010.      MT  (+/- 180 meters Scaled)
 GS0636
 GS0636                          SUPERSEDED SURVEY CONTROL
 GS0636
 GS0636  NAVD 88 (??/??/92)  836.629  (m)         2744.84   (f) UNKNOWN     3 0
 GS0636  NGVD 29 (05/01/91)  835.790  (m)         2742.09   (f) ADJUSTED    1 1
 GS0636
 GS0636.Superseded values are not recommended for survey control.
 GS0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0636.See file dsdata.txt to determine how the superseded data were derived.
 GS0636
 GS0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA317668(NAD 83)
 GS0636_MARKER: DB = BENCH MARK DISK
 GS0636_SETTING: 0 = UNSPECIFIED SETTING
 GS0636_STAMPING: 1 TJS 1983
 GS0636_MARK LOGO: USGS  
 GS0636_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0636
 GS0636  HISTORY     - Date     Condition        Report By
 GS0636  HISTORY     - 1983     MONUMENTED       USGS
 GS0636  HISTORY     - 1986     GOOD             USGS
 GS0636  HISTORY     - 1988     GOOD             USGS
 GS0636  HISTORY     - 19901128 GOOD             USGS
 GS0636  HISTORY     - 19921127 GOOD             USGS
 GS0636  HISTORY     - 19941214 GOOD             USGS
 GS0636
 GS0636                          STATION DESCRIPTION
 GS0636
 GS0636'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0636'23.2 KM (14.40 MI) SE FROM BEATTY.
 GS0636'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0636'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0
 GS0636'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 0.4 MILES, 140 FEET
 GS0636'WEST OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTH OF A ROCK CAIRN.
 GS0636
 GS0636                          STATION RECOVERY (1986)
 GS0636
 GS0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0636'RECOVERED IN GOOD CONDITION.
 GS0636
 GS0636                          STATION RECOVERY (1988)
 GS0636
 GS0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0636'RECOVERED IN GOOD CONDITION.
 GS0636
 GS0636                          STATION RECOVERY (1990)
 GS0636
 GS0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 GS0636'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0636'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0
 GS0636'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 0.4 MILE, 140 FEET
 GS0636'WEST OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTH OF A ROCK CAIRN.
 GS0636
 GS0636                          STATION RECOVERY (1992)
 GS0636
 GS0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0636'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0636'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0636'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 0.4 MILE
 GS0636'(0.6 KM), 140 FEET (42.7 M) WEST OF THE CENTERLINE OF THE ROAD, 5
 GS0636'FEET (1.5 M) SOUTH OF A ROCK CAIRN.
 GS0636
 GS0636                          STATION RECOVERY (1994)
 GS0636
 GS0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0636'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0559 ***********************************************************************
 MT0559  DESIGNATION -  10
 MT0559  PID         -  MT0559
 MT0559  STATE/COUNTY-  NV/ELKO
 MT0559  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0559
 MT0559                         *CURRENT SURVEY CONTROL
 MT0559  ___________________________________________________________________
 MT0559* NAD 83(1986)-  41 50 08.     (N)    115 57 53.     (W)     SCALED    
 MT0559* NAVD 88     -      1711.091  (meters)    5613.80   (feet)  ADJUSTED  
 MT0559  ___________________________________________________________________
 MT0559  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 MT0559  DYNAMIC HT  -        1709.808 (meters)    5609.60  (feet)  COMP
 MT0559  MODELED GRAV-     979,812.4   (mgal)                       NAVD 88
 MT0559
 MT0559  VERT ORDER  -  SECOND    CLASS 0
 MT0559
 MT0559.The horizontal coordinates were scaled from a topographic map and have
 MT0559.an estimated accuracy of +/- 6 seconds.
 MT0559
 MT0559.The orthometric height was determined by differential leveling
 MT0559.and adjusted by the National Geodetic Survey in June 1991..
 MT0559
 MT0559.The geoid height was determined by GEOID03.
 MT0559
 MT0559.The dynamic height is computed by dividing the NAVD 88
 MT0559.geopotential number by the normal gravity value computed on the
 MT0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0559.degrees latitude (g = 980.6199 gals.).
 MT0559
 MT0559.The modeled gravity was interpolated from observed gravity values.
 MT0559
 MT0559;                    North         East    Units  Estimated Accuracy
 MT0559;SPC NV E     - 8,786,510.      168,320.      MT  (+/- 180 meters Scaled)
 MT0559
 MT0559                          SUPERSEDED SURVEY CONTROL
 MT0559
 MT0559  NGVD 29 (??/??/92) 1709.898  (m)         5609.89   (f) ADJ UNCH    2 0
 MT0559
 MT0559.Superseded values are not recommended for survey control.
 MT0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0559.See file dsdata.txt to determine how the superseded data were derived.
 MT0559
 MT0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG859320(NAD 83)
 MT0559_MARKER: DD = SURVEY DISK
 MT0559_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0559_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MT0559_STAMPING: 10 5610 22
 MT0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0559
 MT0559  HISTORY     - Date     Condition        Report By
 MT0559  HISTORY     - UNK      MONUMENTED       USFWA
 MT0559  HISTORY     - 1951     GOOD             NGS
 MT0559
 MT0559                          STATION DESCRIPTION
 MT0559
 MT0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0559'IN MOUNTAIN CITY.
 MT0559'0.2 MILES SOUTHEAST OF THE POST OFFICE AT MOUNTAIN CITY, ALONG STATE
 MT0559'HIGHWAY 11A, 79.4 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM BENCH
 MT0559'MARK 9 (F.W.A.), 34.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 MT0559'9.5 FEET NORTHWEST OF A POWER LINE POLE WITH A STREET LIGHT, 9.4 FEET
 MT0559'SOUTHEAST OF THE CENTER OF A GATE TO A YARD, 0.6 FEET NORTHEAST OF THE
 MT0559'YARD FENCE, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND BRAZED ON THE TOP
 MT0559'OF A 2-INCH IRON PIPE PROJECTING 0.1 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0325 ***********************************************************************
 KR0325  DESIGNATION -  10
 KR0325  PID         -  KR0325
 KR0325  STATE/COUNTY-  NV/CHURCHILL
 KR0325  USGS QUAD   -  FALLON (1985)
 KR0325
 KR0325                         *CURRENT SURVEY CONTROL
 KR0325  ___________________________________________________________________
 KR0325* NAD 83(1986)-  39 22 34.     (N)    118 46 53.     (W)     SCALED    
 KR0325* NAVD 88     -      1201.71   (+/-2cm)    3942.6    (feet)  VERTCON   
 KR0325  ___________________________________________________________________
 KR0325  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 KR0325
 KR0325  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0325
 KR0325.The horizontal coordinates were scaled from a topographic map and have
 KR0325.an estimated accuracy of +/- 6 seconds.
 KR0325
 KR0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0325.The vertical order pertains to the NGVD 29 superseded value.
 KR0325
 KR0325.The geoid height was determined by GEOID03.
 KR0325
 KR0325;                    North         East    Units  Estimated Accuracy
 KR0325;SPC NV W     - 4,513,370.      782,940.      MT  (+/- 180 meters Scaled)
 KR0325
 KR0325                          SUPERSEDED SURVEY CONTROL
 KR0325
 KR0325  NGVD 29 (??/??/92) 1200.741  (m)         3939.43   (f) ADJ UNCH    2 0
 KR0325
 KR0325.Superseded values are not recommended for survey control.
 KR0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0325.See file dsdata.txt to determine how the superseded data were derived.
 KR0325
 KR0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD465600(NAD 83)
 KR0325_MARKER: DD = SURVEY DISK
 KR0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0325_STAMPING: NO. 10
 KR0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0325+STABILITY: SURFACE MOTION
 KR0325
 KR0325  HISTORY     - Date     Condition        Report By
 KR0325  HISTORY     - UNK      MONUMENTED       CGS
 KR0325  HISTORY     - 1940     GOOD             NGS
 KR0325  HISTORY     - 1954     GOOD             NGS
 KR0325
 KR0325                          STATION DESCRIPTION
 KR0325
 KR0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KR0325'7.5 MI S FROM FALLON.
 KR0325'BENCH MARK IS A U. S. C. AND G. S. AND STATE SURVEY MARK SET IN THE
 KR0325'TOP OF A CONCRETE POST.  IT IS ALONGSIDE U. S. HIWAY 95 BETWEEN FALLON
 KR0325'AND SCHURZ, NEV.  IT IS AT THE TOP OF A SMALL RISE IN THE HIWAY AND IS
 KR0325'25 FEET EAST OF THE CENTER LINE OF THE ROAD.  IT IS ABOUT 5 FEET SOUTH
 KR0325'OF AN IRRIGATION CANAL.
 KR0325
 KR0325                          STATION RECOVERY (1954)
 KR0325
 KR0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KR0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0238 ***********************************************************************
 JR0238  DESIGNATION -  10
 JR0238  PID         -  JR0238
 JR0238  STATE/COUNTY-  NV/MINERAL
 JR0238  USGS QUAD   -  BASALT (1982)
 JR0238
 JR0238                         *CURRENT SURVEY CONTROL
 JR0238  ___________________________________________________________________
 JR0238* NAD 83(1986)-  38 03 13.     (N)    118 16 40.     (W)     SCALED    
 JR0238* NAVD 88     -      1830.977  (meters)    6007.13   (feet)  ADJUSTED  
 JR0238  ___________________________________________________________________
 JR0238  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 JR0238  DYNAMIC HT  -        1828.910 (meters)    6000.35  (feet)  COMP
 JR0238  MODELED GRAV-     979,435.4   (mgal)                       NAVD 88
 JR0238
 JR0238  VERT ORDER  -  FIRST     CLASS II
 JR0238
 JR0238.The horizontal coordinates were scaled from a topographic map and have
 JR0238.an estimated accuracy of +/- 6 seconds.
 JR0238
 JR0238.The orthometric height was determined by differential leveling
 JR0238.and adjusted by the National Geodetic Survey in June 1991..
 JR0238
 JR0238.The geoid height was determined by GEOID03.
 JR0238
 JR0238.The dynamic height is computed by dividing the NAVD 88
 JR0238.geopotential number by the normal gravity value computed on the
 JR0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0238.degrees latitude (g = 980.6199 gals.).
 JR0238
 JR0238.The modeled gravity was interpolated from observed gravity values.
 JR0238
 JR0238;                    North         East    Units  Estimated Accuracy
 JR0238;SPC NV W     - 4,366,600.      826,820.      MT  (+/- 180 meters Scaled)
 JR0238
 JR0238                          SUPERSEDED SURVEY CONTROL
 JR0238
 JR0238  NGVD 29 (??/??/92) 1829.702  (m)         6002.95   (f) ADJ UNCH    1 2
 JR0238
 JR0238.Superseded values are not recommended for survey control.
 JR0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0238.See file dsdata.txt to determine how the superseded data were derived.
 JR0238
 JR0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC878125(NAD 83)
 JR0238_MARKER: DD = SURVEY DISK
 JR0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0238_STAMPING: 10 S 662-1 M1-10
 JR0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0238+STABILITY: SURFACE MOTION
 JR0238
 JR0238  HISTORY     - Date     Condition        Report By
 JR0238  HISTORY     - UNK      MONUMENTED       NVDH
 JR0238  HISTORY     - 1955     GOOD             NGS
 JR0238  HISTORY     - 1986     MARK NOT FOUND   NGS
 JR0238
 JR0238                          STATION DESCRIPTION
 JR0238
 JR0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0238'3.5 MI N FROM BASALT.
 JR0238'3.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0238'HIGHWAY 6 AT BASALT, AT THE SOUTH END OF A ROCK CANYON, 0.05 MILE
 JR0238'SOUTHEAST OF A 60-INCH CORRUGATED METAL PIPE CULVERT, 103.6 FEET
 JR0238'SOUTH OF THE CENTER OF THE EAST END OF A 24-INCH CORRUGATED
 JR0238'METAL PIPE CULVERT, 35.6 FEET EAST OF THE CENTER LINE OF THE
 JR0238'HIGHWAY, 2.1 FEET WEST OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER
 JR0238'THAN THE HIGHWAY, FLUSH WITH THE GROUND, AND SET IN THE TOP OF
 JR0238'A CONCRETE POST.
 JR0238
 JR0238                          STATION RECOVERY (1986)
 JR0238
 JR0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0238'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0908 ***********************************************************************
 KR0908  DESIGNATION -  10
 KR0908  PID         -  KR0908
 KR0908  STATE/COUNTY-  NV/WASHOE
 KR0908  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR0908
 KR0908                         *CURRENT SURVEY CONTROL
 KR0908  ___________________________________________________________________
 KR0908* NAD 83(1986)-  39 27 18.     (N)    119 46 43.     (W)     SCALED    
 KR0908* NAVD 88     -      1366.461  (meters)    4483.13   (feet)  ADJUSTED  
 KR0908  ___________________________________________________________________
 KR0908  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR0908  DYNAMIC HT  -        1365.211 (meters)    4479.03  (feet)  COMP
 KR0908  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 KR0908
 KR0908  VERT ORDER  -  FIRST     CLASS II
 KR0908
 KR0908.The horizontal coordinates were scaled from a topographic map and have
 KR0908.an estimated accuracy of +/- 6 seconds.
 KR0908
 KR0908.The orthometric height was determined by differential leveling
 KR0908.and adjusted by the National Geodetic Survey in June 1991..
 KR0908
 KR0908.The geoid height was determined by GEOID03.
 KR0908
 KR0908.The dynamic height is computed by dividing the NAVD 88
 KR0908.geopotential number by the normal gravity value computed on the
 KR0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0908.degrees latitude (g = 980.6199 gals.).
 KR0908
 KR0908.The modeled gravity was interpolated from observed gravity values.
 KR0908
 KR0908;                    North         East    Units  Estimated Accuracy
 KR0908;SPC NV W     - 4,522,790.      697,130.      MT  (+/- 180 meters Scaled)
 KR0908
 KR0908                          SUPERSEDED SURVEY CONTROL
 KR0908
 KR0908  NGVD 29 (??/??/92) 1365.383  (m)         4479.59   (f) ADJ UNCH    1 2
 KR0908
 KR0908.Superseded values are not recommended for survey control.
 KR0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0908.See file dsdata.txt to determine how the superseded data were derived.
 KR0908
 KR0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD609709(NAD 83)
 KR0908_MARKER: DB = BENCH MARK DISK
 KR0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0908_STAMPING: 10 4479.579
 KR0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0908+STABILITY: SURFACE MOTION
 KR0908
 KR0908  HISTORY     - Date     Condition        Report By
 KR0908  HISTORY     - UNK      MONUMENTED       CGS
 KR0908  HISTORY     - 1951     GOOD             NGS
 KR0908  HISTORY     - 1968     MARK NOT FOUND   USGS
 KR0908  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR0908
 KR0908                          STATION DESCRIPTION
 KR0908
 KR0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0908'5.3 MI SE FROM RENO.
 KR0908'ABOUT 5.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE
 KR0908'AT RENO, ABOUT 0.3 MILES SOUTHEAST OF THE NEW HUFFAKERS SCHOOL, AT THE
 KR0908'JUNCTION OF LONGLEY LANE LEADING NORTHEAST, AT AN L IN A BOARD FENCE,
 KR0908'90 FEET WEST OF THE JUNCTION, 35 FEET SOUTHWEST OF THE CENTER LINE OF
 KR0908'THE SOUTHEAST-BOUND LANE OF THE HIGHWAY, 29 FEET NORTHWEST OF THE
 KR0908'CENTER LINE OF A DRIVEWAY LEADING TO A ONE-STORY BRICK HOUSE, 12 1/2
 KR0908'FEET WEST OF POWER LINE POLE NO. 127, 5.3 FEET SOUTHWEST OF A BOARD
 KR0908'FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KR0908'POST PROJECTING 0.3 FEET ABOVE THE GROUND.
 KR0908
 KR0908                          STATION RECOVERY (1968)
 KR0908
 KR0908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR0908'MARK NOT FOUND.
 KR0908
 KR0908                          STATION RECOVERY (2003)
 KR0908
 KR0908'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0758 ***********************************************************************
 GS0758  DESIGNATION -  10 A HN
 GS0758  PID         -  GS0758
 GS0758  STATE/COUNTY-  NV/NYE
 GS0758  USGS QUAD   -  CAMP DESERT ROCK (1983)
 GS0758
 GS0758                         *CURRENT SURVEY CONTROL
 GS0758  ___________________________________________________________________
 GS0758* NAD 83(1986)-  36 38 48.     (N)    116 05 49.     (W)     SCALED    
 GS0758* NAVD 88     -      1039.428  (meters)    3410.19   (feet)  ADJUSTED  
 GS0758  ___________________________________________________________________
 GS0758  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 GS0758  DYNAMIC HT  -        1038.334 (meters)    3406.60  (feet)  COMP
 GS0758  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 GS0758
 GS0758  VERT ORDER  -  FIRST     CLASS I
 GS0758
 GS0758.The horizontal coordinates were scaled from a topographic map and have
 GS0758.an estimated accuracy of +/- 6 seconds.
 GS0758
 GS0758.The orthometric height was determined by differential leveling
 GS0758.and adjusted by the National Geodetic Survey in May 2004..
 GS0758
 GS0758.The geoid height was determined by GEOID03.
 GS0758
 GS0758.The dynamic height is computed by dividing the NAVD 88
 GS0758.geopotential number by the normal gravity value computed on the
 GS0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0758.degrees latitude (g = 980.6199 gals.).
 GS0758
 GS0758.The modeled gravity was interpolated from observed gravity values.
 GS0758
 GS0758;                    North         East    Units  Estimated Accuracy
 GS0758;SPC NV C     - 6,210,570.      550,940.      MT  (+/- 180 meters Scaled)
 GS0758
 GS0758                          SUPERSEDED SURVEY CONTROL
 GS0758
 GS0758  NAVD 88 (??/??/92) 1039.438  (m)         3410.22   (f) UNKNOWN     3 0
 GS0758  NGVD 29 (05/01/91) 1038.594  (m)         3407.45   (f) ADJUSTED    1 1
 GS0758
 GS0758.Superseded values are not recommended for survey control.
 GS0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0758.See file dsdata.txt to determine how the superseded data were derived.
 GS0758
 GS0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA807560(NAD 83)
 GS0758_MARKER: DD = SURVEY DISK
 GS0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0758_SP_SET: CONCRETE POST
 GS0758_STAMPING: H-N BM 10A 1956 3407.52
 GS0758_MARK LOGO: AEC   
 GS0758_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0758+STABILITY: SURFACE MOTION
 GS0758
 GS0758  HISTORY     - Date     Condition        Report By
 GS0758  HISTORY     - 1956     MONUMENTED       AEC
 GS0758  HISTORY     - 1986     GOOD             USGS
 GS0758  HISTORY     - 1988     GOOD             USGS
 GS0758  HISTORY     - 19910624 GOOD             USGS
 GS0758  HISTORY     - 19930331 GOOD             USGS
 GS0758  HISTORY     - 19950407 GOOD             USGS
 GS0758
 GS0758                          STATION DESCRIPTION
 GS0758
 GS0758'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0758'9.7 KM (6.00 MI) NW FROM MERCURY.
 GS0758'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0758'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0758'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 6.0 MILES, AT A CUT BANK
 GS0758'IN THE HIGHWAY, 148 FEET SOUTH OF THE HIGHWAY.
 GS0758'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GS0758
 GS0758                          STATION RECOVERY (1988)
 GS0758
 GS0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0758'RECOVERED IN GOOD CONDITION.
 GS0758
 GS0758                          STATION RECOVERY (1991)
 GS0758
 GS0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0758'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0758'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0758'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 6.0 MILES, AT A CUT BANK
 GS0758'IN THE HIGHWAY, 148 FEET SOUTH OF THE HIGHWAY.
 GS0758
 GS0758                          STATION RECOVERY (1993)
 GS0758
 GS0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0758'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0758'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0758'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 6.0 MILES
 GS0758'(9.7 KM), AT A CUT BANK IN THE HIGHWAY, 148 FEET (45.1 M) SOUTH OF
 GS0758'THE HIGHWAY.
 GS0758
 GS0758                          STATION RECOVERY (1995)
 GS0758
 GS0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0758'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3450 ***********************************************************************
 AA3450  CBN         -  This is a Cooperative Base Network Control Station.
 AA3450  DESIGNATION -  10 B
 AA3450  PID         -  AA3450
 AA3450  STATE/COUNTY-  NV/WASHOE
 AA3450  USGS QUAD   -  VIRGINIA CITY (1994)
 AA3450
 AA3450                         *CURRENT SURVEY CONTROL
 AA3450  ___________________________________________________________________
 AA3450* NAD 83(1999)-  39 17 04.97456(N)    119 41 48.92630(W)     ADJUSTED  
 AA3450* NAVD 88     -      2031.4    (meters)    6665.     (feet)  GPS OBS   
 AA3450  ___________________________________________________________________
 AA3450  EPOCH DATE  -        1999.37
 AA3450  X           -  -2,449,776.930 (meters)                     COMP
 AA3450  Y           -  -4,295,451.988 (meters)                     COMP
 AA3450  Z           -   4,018,102.974 (meters)                     COMP
 AA3450  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AA3450  ELLIP HEIGHT-        2007.36  (meters)          (05/16/00) GPS OBS
 AA3450  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AA3450
 AA3450  HORZ ORDER  -  A
 AA3450  ELLP ORDER  -  FOURTH    CLASS I
 AA3450
 AA3450.The horizontal coordinates were established by GPS observations
 AA3450.and adjusted by the National Geodetic Survey in May 2000..
 AA3450.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3450.DATUM ITEM on the data sheet items page.
 AA3450.The horizontal coordinates are valid at the epoch date displayed above.
 AA3450.The epoch date for horizontal control is a decimal equivalence
 AA3450.of Year/Month/Day.
 AA3450
 AA3450.The orthometric height was determined by GPS observations and a
 AA3450.high-resolution geoid model.
 AA3450
 AA3450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3450
 AA3450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3450
 AA3450.The ellipsoidal height was determined by GPS observations
 AA3450.and is referenced to NAD 83.
 AA3450
 AA3450.The geoid height was determined by GEOID03.
 AA3450
 AA3450;                    North         East     Units Scale Factor Converg.
 AA3450;SPC NV W     - 4,503,795.067   703,929.843   MT  1.00001360   -0 42 18.5
 AA3450;SPC NV W     -14,776,200.98  2,309,476.49   sFT  1.00001360   -0 42 18.5
 AA3450;UTM  11      - 4,351,840.232   267,390.228   MT  1.00026626   -1 42 30.2
 AA3450
 AA3450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3450!SPC NV W     -   0.99968516  x   1.00001360  =   0.99969876
 AA3450!UTM  11      -   0.99968516  x   1.00026626  =   0.99995134
 AA3450
 AA3450                          SUPERSEDED SURVEY CONTROL
 AA3450
 AA3450  NAD 83(1994)-  39 17 04.97244(N)    119 41 48.92256(W) AD(       ) B
 AA3450  ELLIP H (03/30/95) 2007.48   (m)                       GP(       ) 4 1
 AA3450
 AA3450.Superseded values are not recommended for survey control.
 AA3450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3450.See file dsdata.txt to determine how the superseded data were derived.
 AA3450
 AA3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6739051840(NAD 83)
 AA3450_MARKER: DD = SURVEY DISK
 AA3450_SETTING: 66 = SET IN ROCK OUTCROP
 AA3450_STAMPING: 6661 FEET 10 B 1935
 AA3450_MARK LOGO: USGS  
 AA3450_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3450+STABILITY: POSITION/ELEVATION WELL
 AA3450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3450+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 AA3450
 AA3450  HISTORY     - Date     Condition        Report By
 AA3450  HISTORY     - 1935     MONUMENTED       USGS
 AA3450  HISTORY     - 19940119 GOOD             NGS
 AA3450  HISTORY     - 19991004 GOOD             NGS
 AA3450
 AA3450                          STATION DESCRIPTION
 AA3450
 AA3450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 AA3450'NOT DESCRIBED
 AA3450
 AA3450                          STATION RECOVERY (1999)
 AA3450
 AA3450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 AA3450'THE STATION IS LOCATED APPROXIMATLEY 2 MILES (3.2 KM) WESTERLY FROM
 AA3450'GOLD HILL, ALONG THE OLD OPHER GRADE ROAD.  TO REACH THE STATION FROM
 AA3450'THE POST OFFICE IN VIRGINIA CITY GO SOUTH ON STATE ROUTE 341 FOR 0.7
 AA3450'MILES, (1.1 KM) TURN RIGHT (WEST) , ACROSS FROM COMSTOCK LODGE AT
 AA3450'NORTH END OF GOLD HILL, PASS THROUGH GATE AND CONTINUE ALONG OLD OPHER
 AA3450'GRADE 0.6 MILES (1.0 KM) TO A FORK.  KEEP RIGHT (SOUWTHWESTELY)
 AA3450'CONTINUE ALONG OPHER GRADE FOR 3 MILES (4.8 KM) TO A FORK.  THE
 AA3450'STATION IS A 3-1/2 INCH USGS BENCH MARK BRASS CAP STAMPED 6661 FEET
 AA3450'(2030.3 M) 10 B 1935, SET IN A ROCK OUTCROP ABOUT 30 FEET (9.1 M) FROM
 AA3450'THE CENTER OF ROAD INTERSECTION ALONG NORTHERLY SIDE OF OLD OPHER
 AA3450'GRADE ROAD.  ROCK OUTCROP IS FLUSH WITH THE SURROUNDING GROUND.  IT IS
 AA3450'APPROXIMATELY, 4000 FEET (1219.2 M) SOUTHWESTERLY FROM WAKEFIELD PEAK,
 AA3450'9100 FEET (2773.7 M) NORTHERLY FROM A RADIO TOWER EASTERLY OF MC
 AA3450'CLELLAH PEAK AND 9500 FEET (2895.6 M) WESTERLY FROM THE CALEDONIA
 AA3450'MINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0406 ***********************************************************************
 HP0406  DESIGNATION -  10 DOR
 HP0406  PID         -  HP0406
 HP0406  STATE/COUNTY-  NV/LINCOLN
 HP0406  USGS QUAD   -  WHITE RIVER NARROWS (1970)
 HP0406
 HP0406                         *CURRENT SURVEY CONTROL
 HP0406  ___________________________________________________________________
 HP0406* NAD 83(1986)-  37 50 12.     (N)    115 02 13.     (W)     SCALED    
 HP0406* NAVD 88     -      1402.931  (meters)    4602.78   (feet)  ADJUSTED  
 HP0406  ___________________________________________________________________
 HP0406  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 HP0406  DYNAMIC HT  -        1401.440 (meters)    4597.89  (feet)  COMP
 HP0406  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 HP0406
 HP0406  VERT ORDER  -  SECOND    CLASS 0
 HP0406
 HP0406.The horizontal coordinates were scaled from a topographic map and have
 HP0406.an estimated accuracy of +/- 6 seconds.
 HP0406
 HP0406.The orthometric height was determined by differential leveling
 HP0406.and adjusted by the National Geodetic Survey in June 1991..
 HP0406
 HP0406.The geoid height was determined by GEOID03.
 HP0406
 HP0406.The dynamic height is computed by dividing the NAVD 88
 HP0406.geopotential number by the normal gravity value computed on the
 HP0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0406.degrees latitude (g = 980.6199 gals.).
 HP0406
 HP0406.The modeled gravity was interpolated from observed gravity values.
 HP0406
 HP0406;                    North         East    Units  Estimated Accuracy
 HP0406;SPC NV E     - 8,342,620.      248,090.      MT  (+/- 180 meters Scaled)
 HP0406
 HP0406                          SUPERSEDED SURVEY CONTROL
 HP0406
 HP0406  NGVD 29 (??/??/92) 1401.96   (m)         4599.6    (f) COMPUTED    2 0
 HP0406
 HP0406.Superseded values are not recommended for survey control.
 HP0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0406.See file dsdata.txt to determine how the superseded data were derived.
 HP0406
 HP0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB727895(NAD 83)
 HP0406_MARKER: DD = SURVEY DISK
 HP0406_SETTING: 66 = SET IN ROCK OUTCROP
 HP0406_SP_SET: ROCK OUTCROP
 HP0406_STAMPING: 10 DOR 1968 4600
 HP0406_MARK LOGO: USGS  
 HP0406_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0406+STABILITY: POSITION/ELEVATION WELL
 HP0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0406+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0406
 HP0406  HISTORY     - Date     Condition        Report By
 HP0406  HISTORY     - 1968     MONUMENTED       USGS
 HP0406
 HP0406                          STATION DESCRIPTION
 HP0406
 HP0406'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0406'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 22.5 MILES NORTHEAST
 HP0406'ALONG HIGHWAY 38, AT THE BASE OF A 25-FOOT HIGH CLIFF, 50 FEET SOUTH
 HP0406'AND 8 FEET HIGHER THAN THE ROAD, 1 FOOT NORTHWEST OF A WITNESS SIGN,
 HP0406'IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0498 ***********************************************************************
 HP0498  DESIGNATION -  10 DOR
 HP0498  PID         -  HP0498
 HP0498  STATE/COUNTY-  NV/LINCOLN
 HP0498  USGS QUAD   -  UVADA (1972)
 HP0498
 HP0498                         *CURRENT SURVEY CONTROL
 HP0498  ___________________________________________________________________
 HP0498* NAD 83(1986)-  37 41 08.     (N)    114 07 28.     (W)     SCALED    
 HP0498* NAVD 88     -      1795.881  (meters)    5891.99   (feet)  POSTED    
 HP0498  ___________________________________________________________________
 HP0498  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 HP0498  DYNAMIC HT  -        1793.800 (meters)    5885.16  (feet)  COMP
 HP0498  MODELED GRAV-     979,409.5   (mgal)                       NAVD 88
 HP0498
 HP0498  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0498
 HP0498.The horizontal coordinates were scaled from a topographic map and have
 HP0498.an estimated accuracy of +/- 6 seconds.
 HP0498
 HP0498.The orthometric height was determined by differential leveling
 HP0498.and adjusted by the National Geodetic Survey in 1992..
 HP0498.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0498.rate of 0.0 thru 1.0 mm/km.
 HP0498
 HP0498.The geoid height was determined by GEOID03.
 HP0498
 HP0498.The dynamic height is computed by dividing the NAVD 88
 HP0498.geopotential number by the normal gravity value computed on the
 HP0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0498.degrees latitude (g = 980.6199 gals.).
 HP0498
 HP0498.The modeled gravity was interpolated from observed gravity values.
 HP0498
 HP0498;                    North         East    Units  Estimated Accuracy
 HP0498;SPC NV E     - 8,326,710.      328,670.      MT  (+/- 180 meters Scaled)
 HP0498
 HP0498                          SUPERSEDED SURVEY CONTROL
 HP0498
 HP0498.No superseded survey control is available for this station.
 HP0498
 HP0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB535748(NAD 83)
 HP0498_MARKER: DD = SURVEY DISK
 HP0498_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0498_SP_SET: COPPER-CLAD STEEL ROD
 HP0498_MARK LOGO: USGS  
 HP0498_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0498+SATELLITE: SATELLITE OBSERVATIONS - 1972
 HP0498
 HP0498  HISTORY     - Date     Condition        Report By
 HP0498  HISTORY     - 1972     MONUMENTED       USGS
 HP0498
 HP0498                          STATION DESCRIPTION
 HP0498
 HP0498'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HP0498'FROM THE RAILROAD CROSSING IN CRESTLINE, PROCEED 2.1 MILES NORTHEAST
 HP0498'ALONG THE RAILROAD, AT MILEPOST 496, 90 FEET NORTHWEST OF THE TRACKS,
 HP0498'29 FEET SOUTHWEST OF A TELEPHONE POLE, 13 FEET SOUTHEAST OF A FENCE,
 HP0498'1.5 FEET NORTHEAST OF A WITNESS SIGN, ON A 5/8 INCH COPPER-COATED ROD
 HP0498'DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0567 ***********************************************************************
 JP0567  DESIGNATION -  10 DOR
 JP0567  PID         -  JP0567
 JP0567  STATE/COUNTY-  NV/LINCOLN
 JP0567  USGS QUAD   -  SHINGLE PASS SE (1980)
 JP0567
 JP0567                         *CURRENT SURVEY CONTROL
 JP0567  ___________________________________________________________________
 JP0567* NAD 83(1986)-  38 35 08.     (N)    114 47 23.     (W)     SCALED    
 JP0567* NAVD 88     -      1898.589  (meters)    6228.95   (feet)  ADJUSTED  
 JP0567  ___________________________________________________________________
 JP0567  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 JP0567  DYNAMIC HT  -        1896.510 (meters)    6222.13  (feet)  COMP
 JP0567  MODELED GRAV-     979,465.7   (mgal)                       NAVD 88
 JP0567
 JP0567  VERT ORDER  -  SECOND    CLASS 0
 JP0567
 JP0567.The horizontal coordinates were scaled from a topographic map and have
 JP0567.an estimated accuracy of +/- 6 seconds.
 JP0567
 JP0567.The orthometric height was determined by differential leveling
 JP0567.and adjusted by the National Geodetic Survey in August 1995..
 JP0567
 JP0567.The geoid height was determined by GEOID03.
 JP0567
 JP0567.The dynamic height is computed by dividing the NAVD 88
 JP0567.geopotential number by the normal gravity value computed on the
 JP0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0567.degrees latitude (g = 980.6199 gals.).
 JP0567
 JP0567.The modeled gravity was interpolated from observed gravity values.
 JP0567
 JP0567;                    North         East    Units  Estimated Accuracy
 JP0567;SPC NV E     - 8,425,890.      269,140.      MT  (+/- 180 meters Scaled)
 JP0567
 JP0567                          SUPERSEDED SURVEY CONTROL
 JP0567
 JP0567.No superseded survey control is available for this station.
 JP0567
 JP0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC925731(NAD 83)
 JP0567_MARKER: DD = SURVEY DISK
 JP0567_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0567_SP_SET: COPPER-CLAD STEEL ROD
 JP0567_STAMPING: 10 DOR 1971 6225
 JP0567_MARK LOGO: USGS  
 JP0567_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0567
 JP0567  HISTORY     - Date     Condition        Report By
 JP0567  HISTORY     - 1971     MONUMENTED       USGS
 JP0567
 JP0567                          STATION DESCRIPTION
 JP0567
 JP0567'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0567'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0567'HIGHWAY 93 TO A T-ROAD WEST, THENCE 8.5 MILES WEST TO A GATE AND A
 JP0567'ROAD SOUTH, THENCE 0.2 MILE SOUTH, 0.2 MILE NORTHEAST OF A WINDMILL,
 JP0567'10 FEET WEST OF THE CENTERLINE OF THE ROAD, 4 FEET SOUTH OF A WITNESS
 JP0567'POST, 0.5 FOOT EAST OF A FENCE, A 5/8 INCH COPPER COATED ROD DRIVEN
 JP0567'TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0453 ***********************************************************************
 KP0453  DESIGNATION -  10 DOR
 KP0453  PID         -  KP0453
 KP0453  STATE/COUNTY-  NV/WHITE PINE
 KP0453  USGS QUAD   -  CONNORS PASS (1993)
 KP0453
 KP0453                         *CURRENT SURVEY CONTROL
 KP0453  ___________________________________________________________________
 KP0453* NAD 83(1986)-  39 02 15.     (N)    114 43 50.     (W)     SCALED    
 KP0453* NAVD 88     -      2086.374  (meters)    6845.05   (feet)  ADJUSTED  
 KP0453  ___________________________________________________________________
 KP0453  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 KP0453  DYNAMIC HT  -        2084.011 (meters)    6837.29  (feet)  COMP
 KP0453  MODELED GRAV-     979,420.6   (mgal)                       NAVD 88
 KP0453
 KP0453  VERT ORDER  -  SECOND    CLASS 0
 KP0453
 KP0453.The horizontal coordinates were scaled from a topographic map and have
 KP0453.an estimated accuracy of +/- 6 seconds.
 KP0453
 KP0453.The orthometric height was determined by differential leveling
 KP0453.and adjusted by the National Geodetic Survey in August 1995..
 KP0453
 KP0453.The geoid height was determined by GEOID03.
 KP0453
 KP0453.The dynamic height is computed by dividing the NAVD 88
 KP0453.geopotential number by the normal gravity value computed on the
 KP0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0453.degrees latitude (g = 980.6199 gals.).
 KP0453
 KP0453.The modeled gravity was interpolated from observed gravity values.
 KP0453
 KP0453;                    North         East    Units  Estimated Accuracy
 KP0453;SPC NV E     - 8,476,110.      273,830.      MT  (+/- 180 meters Scaled)
 KP0453
 KP0453                          SUPERSEDED SURVEY CONTROL
 KP0453
 KP0453.No superseded survey control is available for this station.
 KP0453
 KP0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD964233(NAD 83)
 KP0453_MARKER: DD = SURVEY DISK
 KP0453_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KP0453_SP_SET: COPPER-CLAD STEEL ROD
 KP0453_STAMPING: 10 DOR 1973 6841
 KP0453_MARK LOGO: USGS  
 KP0453_MAGNETIC: I = MARKER IS A STEEL ROD
 KP0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0453
 KP0453  HISTORY     - Date     Condition        Report By
 KP0453  HISTORY     - 1973     MONUMENTED       USGS
 KP0453
 KP0453                          STATION DESCRIPTION
 KP0453
 KP0453'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 KP0453'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 16.5 MILES
 KP0453'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 1.0 MILE
 KP0453'SOUTH TO A CATTLEGUARD, 0.1 MILE NORTH OF A CATTLEGUARD, 264 FEET
 KP0453'EAST OF A STEEL WATER TANK AND A FENCE SOUTH, 45 FEET WEST OF THE
 KP0453'CENTERLINE OF THE ROAD AT A CATTLEGUARD, 0.5 FOOT NORTH OF A FENCE,
 KP0453'A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 KP0453'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0425 ***********************************************************************
 NW0425  DESIGNATION -  10 FMK
 NW0425  PID         -  NW0425
 NW0425  STATE/COUNTY-  NV/HUMBOLDT
 NW0425  USGS QUAD   -  STAR VALLEY (1973)
 NW0425
 NW0425                         *CURRENT SURVEY CONTROL
 NW0425  ___________________________________________________________________
 NW0425* NAD 83(1986)-  42 02 42.     (N)    116 58 42.     (W)     SCALED    
 NW0425* NAVD 88     -      1574.800  (meters)    5166.66   (feet)  POSTED    
 NW0425  ___________________________________________________________________
 NW0425  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 NW0425  DYNAMIC HT  -        1573.710 (meters)    5163.08  (feet)  COMP
 NW0425  MODELED GRAV-     979,871.6   (mgal)                       NAVD 88
 NW0425
 NW0425  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0425
 NW0425.The horizontal coordinates were scaled from a topographic map and have
 NW0425.an estimated accuracy of +/- 6 seconds.
 NW0425
 NW0425.The orthometric height was determined by differential leveling
 NW0425.and adjusted by the National Geodetic Survey in 1992..
 NW0425.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0425.rate of 0.0 thru 1.0 mm/km.
 NW0425
 NW0425.The geoid height was determined by GEOID03.
 NW0425
 NW0425.The dynamic height is computed by dividing the NAVD 88
 NW0425.geopotential number by the normal gravity value computed on the
 NW0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0425.degrees latitude (g = 980.6199 gals.).
 NW0425
 NW0425.The modeled gravity was interpolated from observed gravity values.
 NW0425
 NW0425;                    North         East    Units  Estimated Accuracy
 NW0425;SPC NV W     - 4,810,940.      932,870.      MT  (+/- 180 meters Scaled)
 NW0425
 NW0425                          SUPERSEDED SURVEY CONTROL
 NW0425
 NW0425.No superseded survey control is available for this station.
 NW0425
 NW0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG017547(NAD 83)
 NW0425_MARKER: DD = SURVEY DISK
 NW0425_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0425_SP_SET: COPPER-CLAD STEEL ROD
 NW0425_STAMPING: 10 FMK 1973 5163
 NW0425_MARK LOGO: USGS  
 NW0425_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0425+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0425
 NW0425  HISTORY     - Date     Condition        Report By
 NW0425  HISTORY     - 1973     MONUMENTED       USGS
 NW0425
 NW0425                          STATION DESCRIPTION
 NW0425
 NW0425'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0425'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0425'ROAD TO A Y-ROAD, THENCE 1.6 MILES NORTHWEST ALONG A DIRT ROAD, 59
 NW0425'FEET NORTH OF THE CENTERLINE OF THE ROAD, 8 FEET NORTH OF A ROCK
 NW0425'CAIRN, SET ON A COPPER-COATED STEEL ROD ENCASED IN A 6-INCH BLACK
 NW0425'FIBER PIPE, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0539 ***********************************************************************
 MU0539  DESIGNATION -  10 FMK
 MU0539  PID         -  MU0539
 MU0539  STATE/COUNTY-  NV/ELKO
 MU0539  USGS QUAD   -  SCRAPER SPRINGS (1977)
 MU0539
 MU0539                         *CURRENT SURVEY CONTROL
 MU0539  ___________________________________________________________________
 MU0539* NAD 83(1986)-  41 16 20.     (N)    116 40 11.     (W)     SCALED    
 MU0539* NAVD 88     -      1638.875  (meters)    5376.88   (feet)  POSTED    
 MU0539  ___________________________________________________________________
 MU0539  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 MU0539  DYNAMIC HT  -        1637.580 (meters)    5372.63  (feet)  COMP
 MU0539  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 MU0539
 MU0539  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0539
 MU0539.The horizontal coordinates were scaled from a topographic map and have
 MU0539.an estimated accuracy of +/- 6 seconds.
 MU0539
 MU0539.The orthometric height was determined by differential leveling
 MU0539.and adjusted by the National Geodetic Survey in 1992..
 MU0539.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0539.rate of 0.0 thru 1.0 mm/km.
 MU0539
 MU0539.The geoid height was determined by GEOID03.
 MU0539
 MU0539.The dynamic height is computed by dividing the NAVD 88
 MU0539.geopotential number by the normal gravity value computed on the
 MU0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0539.degrees latitude (g = 980.6199 gals.).
 MU0539
 MU0539.The modeled gravity was interpolated from observed gravity values.
 MU0539
 MU0539;                    North         East    Units  Estimated Accuracy
 MU0539;SPC NV E     - 8,724,440.      108,980.      MT  (+/- 180 meters Scaled)
 MU0539
 MU0539                          SUPERSEDED SURVEY CONTROL
 MU0539
 MU0539.No superseded survey control is available for this station.
 MU0539
 MU0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF276690(NAD 83)
 MU0539_MARKER: DD = SURVEY DISK
 MU0539_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0539_SP_SET: COPPER-CLAD STEEL ROD
 MU0539_STAMPING: 10 FMK 1973 5373
 MU0539_MARK LOGO: USGS  
 MU0539_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0539+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0539
 MU0539  HISTORY     - Date     Condition        Report By
 MU0539  HISTORY     - 1973     MONUMENTED       USGS
 MU0539
 MU0539                          STATION DESCRIPTION
 MU0539
 MU0539'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0539'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0539'MILES EAST ALONG GRAVEL ROAD, THENCE 5.0 MILES NORTH ALONG DIRT ROAD,
 MU0539'65 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A SMALL
 MU0539'CAIRN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0539'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1461 ***********************************************************************
 KR1461  DESIGNATION -  10 HJH
 KR1461  PID         -  KR1461
 KR1461  STATE/COUNTY-  NV/WASHOE
 KR1461  USGS QUAD   -  NIXON NW (1985)
 KR1461
 KR1461                         *CURRENT SURVEY CONTROL
 KR1461  ___________________________________________________________________
 KR1461* NAD 83(1986)-  39 54 21.     (N)    119 22 58.     (W)     SCALED    
 KR1461* NAVD 88     -      1212.362  (meters)    3977.56   (feet)  ADJUSTED  
 KR1461  ___________________________________________________________________
 KR1461  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 KR1461  DYNAMIC HT  -        1211.381 (meters)    3974.34  (feet)  COMP
 KR1461  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 KR1461
 KR1461  VERT ORDER  -  SECOND    CLASS 0
 KR1461
 KR1461.The horizontal coordinates were scaled from a topographic map and have
 KR1461.an estimated accuracy of +/- 6 seconds.
 KR1461
 KR1461.The orthometric height was determined by differential leveling
 KR1461.and adjusted by the National Geodetic Survey in June 1991..
 KR1461
 KR1461.The geoid height was determined by GEOID03.
 KR1461
 KR1461.The dynamic height is computed by dividing the NAVD 88
 KR1461.geopotential number by the normal gravity value computed on the
 KR1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1461.degrees latitude (g = 980.6199 gals.).
 KR1461
 KR1461.The modeled gravity was interpolated from observed gravity values.
 KR1461
 KR1461;                    North         East    Units  Estimated Accuracy
 KR1461;SPC NV W     - 4,572,460.      731,650.      MT  (+/- 180 meters Scaled)
 KR1461
 KR1461                          SUPERSEDED SURVEY CONTROL
 KR1461
 KR1461  NGVD 29 (??/??/92) 1211.397  (m)         3974.39   (f) ADJ UNCH    2 0
 KR1461
 KR1461.Superseded values are not recommended for survey control.
 KR1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1461.See file dsdata.txt to determine how the superseded data were derived.
 KR1461
 KR1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE963200(NAD 83)
 KR1461_MARKER: DB = BENCH MARK DISK
 KR1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1461_SP_SET: CONCRETE POST
 KR1461_STAMPING: 10 HJH 1962 3974
 KR1461_MARK LOGO: USGS  
 KR1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1461+STABILITY: SURFACE MOTION
 KR1461
 KR1461  HISTORY     - Date     Condition        Report By
 KR1461  HISTORY     - 1962     MONUMENTED       USGS
 KR1461
 KR1461                          STATION DESCRIPTION
 KR1461
 KR1461'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1461'8.5 KM (5.30 MI) NORTH FROM NIXON.
 KR1461'5.3 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34, ABOUT 0.25 MILES
 KR1461'SOUTHWEST OF A HIGH ROCKY KNOB AND 45 FEET EAST OF THE HIGHWAY
 KR1461'CENTERLINE.
 KR1461'THE MARK IS 3.0 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0564 ***********************************************************************
 JQ0564  DESIGNATION -  10 JCO ET
 JQ0564  PID         -  JQ0564
 JQ0564  STATE/COUNTY-  NV/NYE
 JQ0564  USGS QUAD   -  LUNAR CRATER (1967)
 JQ0564
 JQ0564                         *CURRENT SURVEY CONTROL
 JQ0564  ___________________________________________________________________
 JQ0564* NAD 83(1994)-  38 27 42.99802(N)    116 01 13.89438(W)     ADJUSTED  
 JQ0564* NAVD 88     -      1809.0    (meters)    5935.     (feet)  VERTCON   
 JQ0564  ___________________________________________________________________
 JQ0564  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 JQ0564  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 JQ0564
 JQ0564  HORZ ORDER  -  SECOND
 JQ0564
 JQ0564.The horizontal coordinates were established by classical geodetic methods
 JQ0564.and adjusted by the National Geodetic Survey in June 1998..
 JQ0564
 JQ0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0564
 JQ0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0564
 JQ0564.The geoid height was determined by GEOID03.
 JQ0564
 JQ0564;                    North         East     Units Scale Factor Converg.
 JQ0564;SPC NV C     - 6,412,072.436   556,388.897   MT  0.99993915   +0 24 06.9
 JQ0564;SPC NV C     -21,036,940.98  1,825,419.24   sFT  0.99993915   +0 24 06.9
 JQ0564;SPC NV E     - 8,411,965.206   161,846.128   MT  0.99991792   -0 16 19.0
 JQ0564;SPC NV E     -27,598,255.85    530,990.17   sFT  0.99991792   -0 16 19.0
 JQ0564;UTM  11      - 4,257,525.017   585,453.902   MT  0.99968993   +0 36 33.4
 JQ0564
 JQ0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0564!SPC NV C     -   0.99971995  x   0.99993915  =   0.99965912
 JQ0564!SPC NV E     -   0.99971995  x   0.99991792  =   0.99963789
 JQ0564!UTM  11      -   0.99971995  x   0.99968993  =   0.99940997
 JQ0564
 JQ0564|---------------------------------------------------------------------|
 JQ0564| PID    Reference Object                     Distance      Geod. Az  |
 JQ0564|                                                           dddmmss.s |
 JQ0564| DD5821 10 JCO ET RM 2                       11.752 METERS 09019     |
 JQ0564| DD5820 10 JCO ET RM 1                       12.415 METERS 20045     |
 JQ0564| JQ0565 9 JCO ET                            APPROX. 5.9 KM 2975501.4 |
 JQ0564|---------------------------------------------------------------------|
 JQ0564
 JQ0564                          SUPERSEDED SURVEY CONTROL
 JQ0564
 JQ0564  NAD 83(1986)-  38 27 42.99349(N)    116 01 13.89672(W) AD(       ) 2
 JQ0564  NAD 27      -  38 27 43.23588(N)    116 01 10.73120(W) AD(       ) 2
 JQ0564  NGVD 29 (07/19/86) 1807.8    (m)         5931.     (f) VERT ANG       
 JQ0564
 JQ0564.Superseded values are not recommended for survey control.
 JQ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0564.See file dsdata.txt to determine how the superseded data were derived.
 JQ0564
 JQ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC8545457525(NAD 83)
 JQ0564_MARKER: DD = SURVEY DISK
 JQ0564_SETTING: 0 = UNSPECIFIED SETTING
 JQ0564
 JQ0564  HISTORY     - Date     Condition        Report By
 JQ0564  HISTORY     - 1967     MONUMENTED       USGS
 JQ0564
 JQ0564                          STATION DESCRIPTION
 JQ0564
 JQ0564'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (WAO)
 JQ0564'LOCATED APPROXIMATELY 19.2 MI. (AIRLINE) E. OF AND 18.9
 JQ0564'MI. N. OF WARM SPRINGS.  ON A LOW, BLACK PROMINENT TOP.
 JQ0564'
 JQ0564'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 25 AND U.S. HIGHWAY
 JQ0564'6 IN WARM SPRINGS, GO E. ON U.S. 6 FOR 29.7 MI.  TURN RIGHT
 JQ0564'(S.) ONTO TRACK RD. AT E. SIDE OF BORROW PIT.  GO 0.1 MI. TO
 JQ0564'T-RD. (BEGIN 4-WHEEL DRIVE TRAVEL).  FOLLOW E. BASE OF HILL TO
 JQ0564'LOW SADDLE, CLIMB SE. SIDE OF HILL TO TOP AND STATION MARK,
 JQ0564'ABOUT 0.4 MI. FROM T-RD.
 JQ0564'
 JQ0564'STATION MARK--A STANDARD TABLET STAMPED ET 10 JCO 1967 ON
 JQ0564'COPPERWELD ROD 0.2 FT. ABOVE GROUND.
 JQ0564'
 JQ0564'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 JQ0564'NO 1 1967 ON COPPERWELD ROD.
 JQ0564'
 JQ0564'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET
 JQ0564'STAMPED NO 2 1967 ON COPPERWELD ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0464 ***********************************************************************
 MV0464  DESIGNATION -  10 LRC
 MV0464  PID         -  MV0464
 MV0464  STATE/COUNTY-  NV/HUMBOLDT
 MV0464  USGS QUAD   -  BATTLE CREEK RANCH (1982)
 MV0464
 MV0464                         *CURRENT SURVEY CONTROL
 MV0464  ___________________________________________________________________
 MV0464* NAD 83(1986)-  41 25 08.     (N)    118 51 17.     (W)     SCALED    
 MV0464* NAVD 88     -      1245.512  (meters)    4086.32   (feet)  ADJUSTED  
 MV0464  ___________________________________________________________________
 MV0464  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 MV0464  DYNAMIC HT  -        1244.644 (meters)    4083.47  (feet)  COMP
 MV0464  MODELED GRAV-     979,883.6   (mgal)                       NAVD 88
 MV0464
 MV0464  VERT ORDER  -  SECOND    CLASS 0
 MV0464
 MV0464.The horizontal coordinates were scaled from a topographic map and have
 MV0464.an estimated accuracy of +/- 6 seconds.
 MV0464
 MV0464.The orthometric height was determined by differential leveling
 MV0464.and adjusted by the National Geodetic Survey in June 1991..
 MV0464
 MV0464.The geoid height was determined by GEOID03.
 MV0464
 MV0464.The dynamic height is computed by dividing the NAVD 88
 MV0464.geopotential number by the normal gravity value computed on the
 MV0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0464.degrees latitude (g = 980.6199 gals.).
 MV0464
 MV0464.The modeled gravity was interpolated from observed gravity values.
 MV0464
 MV0464;                    North         East    Units  Estimated Accuracy
 MV0464;SPC NV W     - 4,740,200.      777,310.      MT  (+/- 180 meters Scaled)
 MV0464
 MV0464                          SUPERSEDED SURVEY CONTROL
 MV0464
 MV0464  NGVD 29 (??/??/92) 1244.47   (m)         4082.9    (f) COMPUTED    2 0
 MV0464
 MV0464.Superseded values are not recommended for survey control.
 MV0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0464.See file dsdata.txt to determine how the superseded data were derived.
 MV0464
 MV0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF450869(NAD 83)
 MV0464_MARKER: DD = SURVEY DISK
 MV0464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0464_SP_SET: COPPER-CLAD STEEL ROD
 MV0464_STAMPING: 10 LRC 1972 4083
 MV0464_MARK LOGO: USGS  
 MV0464_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0464+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0464
 MV0464  HISTORY     - Date     Condition        Report By
 MV0464  HISTORY     - 1972     MONUMENTED       USGS
 MV0464
 MV0464                          STATION DESCRIPTION
 MV0464
 MV0464'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0464'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0464'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0464'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0464'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0464'ALONG TRACK ROAD, THENCE 10.7 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0464'TOWARD PAHUTE MEADOW RANCH TO A Y-ROAD SOUTHWEST, 10.4 MILES SOUTH OF
 MV0464'LEONARD CREEK RANCH, 1.7 MILES NORTH OF BATTLE CREEK RANCH, 84 FEET
 MV0464'NORTHWEST OF A ROAD JUNCTION AND 62 FEET WEST PF TJE CENTERLINE OF THE
 MV0464'MAIN ROAD, 2 FEET EAST OF A WITNESS POST, ENCASED IN DRAINPIPE CASING
 MV0464'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0435 ***********************************************************************
 HP0435  DESIGNATION -  10 LRC
 HP0435  PID         -  HP0435
 HP0435  STATE/COUNTY-  NV/LINCOLN
 HP0435  USGS QUAD   -  LIME MOUNTAIN (1973)
 HP0435
 HP0435                         *CURRENT SURVEY CONTROL
 HP0435  ___________________________________________________________________
 HP0435* NAD 83(1986)-  37 11 27.     (N)    114 11 00.     (W)     SCALED    
 HP0435* NAVD 88     -      1194.694  (meters)    3919.59   (feet)  POSTED    
 HP0435  ___________________________________________________________________
 HP0435  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 HP0435  DYNAMIC HT  -        1193.440 (meters)    3915.48  (feet)  COMP
 HP0435  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 HP0435
 HP0435  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0435
 HP0435.The horizontal coordinates were scaled from a topographic map and have
 HP0435.an estimated accuracy of +/- 6 seconds.
 HP0435
 HP0435.The orthometric height was determined by differential leveling
 HP0435.and adjusted by the National Geodetic Survey in 1992..
 HP0435.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0435.rate of 1.1 thru 2.0 mm/km.
 HP0435
 HP0435.The geoid height was determined by GEOID03.
 HP0435
 HP0435.The dynamic height is computed by dividing the NAVD 88
 HP0435.geopotential number by the normal gravity value computed on the
 HP0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0435.degrees latitude (g = 980.6199 gals.).
 HP0435
 HP0435.The modeled gravity was interpolated from observed gravity values.
 HP0435
 HP0435;                    North         East    Units  Estimated Accuracy
 HP0435;SPC NV E     - 8,271,720.      324,300.      MT  (+/- 180 meters Scaled)
 HP0435
 HP0435                          SUPERSEDED SURVEY CONTROL
 HP0435
 HP0435.No superseded survey control is available for this station.
 HP0435
 HP0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB500197(NAD 83)
 HP0435_MARKER: DD = SURVEY DISK
 HP0435_SETTING: 66 = SET IN ROCK OUTCROP
 HP0435_SP_SET: BEDROCK
 HP0435_STAMPING: 10 LRC 1973 3917
 HP0435_MARK LOGO: USGS  
 HP0435_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0435+STABILITY: POSITION/ELEVATION WELL
 HP0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0435+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0435
 HP0435  HISTORY     - Date     Condition        Report By
 HP0435  HISTORY     - 1973     MONUMENTED       USGS
 HP0435
 HP0435                          STATION DESCRIPTION
 HP0435
 HP0435'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0435'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0435'MILES NORTH ALONG A GRAVEL ROAD TO A Y-ROAD, THENCE 18.1 MILES
 HP0435'EASTERLY ALONG THE BLM ROAD TOWARD BEAVER DAM WASH TO A CURVE AROUND
 HP0435'A LOW RIDGE, AT THE FOOT OF A LOW RANGE OF HILLS, ABOUT 13 MILES
 HP0435'NORTHWEST OF BEAVER DAM WASH, 33 FEET SOUTH AND 4.5 FEET HIGHER THAN
 HP0435'THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0326 ***********************************************************************
 KR0326  DESIGNATION -  10 RESET
 KR0326  PID         -  KR0326
 KR0326  STATE/COUNTY-  NV/CHURCHILL
 KR0326  USGS QUAD   -  FALLON (1985)
 KR0326
 KR0326                         *CURRENT SURVEY CONTROL
 KR0326  ___________________________________________________________________
 KR0326* NAD 83(1986)-  39 22 34.     (N)    118 46 55.     (W)     SCALED    
 KR0326* NAVD 88     -      1200.94   (+/-2cm)    3940.1    (feet)  VERTCON   
 KR0326  ___________________________________________________________________
 KR0326  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 KR0326
 KR0326  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0326
 KR0326.The horizontal coordinates were scaled from a topographic map and have
 KR0326.an estimated accuracy of +/- 6 seconds.
 KR0326
 KR0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0326.The vertical order pertains to the NGVD 29 superseded value.
 KR0326
 KR0326.The geoid height was determined by GEOID03.
 KR0326
 KR0326;                    North         East    Units  Estimated Accuracy
 KR0326;SPC NV W     - 4,513,370.      782,890.      MT  (+/- 180 meters Scaled)
 KR0326
 KR0326                          SUPERSEDED SURVEY CONTROL
 KR0326
 KR0326  NGVD 29 (??/??/92) 1199.970  (m)         3936.90   (f) ADJ UNCH    1 2
 KR0326
 KR0326.Superseded values are not recommended for survey control.
 KR0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0326.See file dsdata.txt to determine how the superseded data were derived.
 KR0326
 KR0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD465600(NAD 83)
 KR0326_MARKER: DD = SURVEY DISK
 KR0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0326_STAMPING: 10 RESET 1955
 KR0326_PROJECTION: RECESSED 5 CENTIMETERS
 KR0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0326+STABILITY: SURFACE MOTION
 KR0326
 KR0326  HISTORY     - Date     Condition        Report By
 KR0326  HISTORY     - 1955     MONUMENTED       CGS
 KR0326  HISTORY     - 1967     GOOD             NGS
 KR0326
 KR0326                          STATION DESCRIPTION
 KR0326
 KR0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0326'7.05 MI S FROM FALLON.
 KR0326'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0326'FROM THE CITY HALL AT FALLON, THENCE 7.0 MILES SOUTH ALONG U.S.
 KR0326'HIGHWAY 95, IN SECTION 31, T 18 N, R 29 E, 39 1/2 FEET EAST OF THE
 KR0326'CENTER LINE OF THE HIGHWAY, 41 FEET SOUTHEAST OF THE SOUTH END OF THE
 KR0326'EAST CONCRETE HEAD WALL OF A CULVERT UNDER THE HIGHWAY, 16 FEET NORTH
 KR0326'OF A FENCE CORNER POST, 55.3 FEET NORTH OF TRIANGULATION STATION SOUTH
 KR0326'BRANCH 2 (NSHD), 1/2 FOOT WEST OF A FENCE, 0.9 FOOT NORTH OF A METAL
 KR0326'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, A NEVADA
 KR0326'GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES
 KR0326'BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0648 ***********************************************************************
 GS0648  DESIGNATION -  10 TJS
 GS0648  PID         -  GS0648
 GS0648  STATE/COUNTY-  NV/NYE
 GS0648  USGS QUAD   -  CRATER FLAT (1986)
 GS0648
 GS0648                         *CURRENT SURVEY CONTROL
 GS0648  ___________________________________________________________________
 GS0648* NAD 83(1986)-  36 48 33.     (N)    116 34 18.     (W)     SCALED    
 GS0648* NAVD 88     -       985.392  (meters)    3232.91   (feet)  ADJUSTED  
 GS0648  ___________________________________________________________________
 GS0648  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 GS0648  DYNAMIC HT  -         984.321 (meters)    3229.39  (feet)  COMP
 GS0648  MODELED GRAV-     979,512.4   (mgal)                       NAVD 88
 GS0648
 GS0648  VERT ORDER  -  FIRST     CLASS I
 GS0648
 GS0648.The horizontal coordinates were scaled from a topographic map and have
 GS0648.an estimated accuracy of +/- 6 seconds.
 GS0648
 GS0648.The orthometric height was determined by differential leveling
 GS0648.and adjusted by the National Geodetic Survey in May 2004..
 GS0648.No vertical observational check was made to the station.
 GS0648
 GS0648.The geoid height was determined by GEOID03.
 GS0648
 GS0648.The dynamic height is computed by dividing the NAVD 88
 GS0648.geopotential number by the normal gravity value computed on the
 GS0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0648.degrees latitude (g = 980.6199 gals.).
 GS0648
 GS0648.The modeled gravity was interpolated from observed gravity values.
 GS0648
 GS0648;                    North         East    Units  Estimated Accuracy
 GS0648;SPC NV C     - 6,228,460.      508,480.      MT  (+/- 180 meters Scaled)
 GS0648
 GS0648                          SUPERSEDED SURVEY CONTROL
 GS0648
 GS0648  NAVD 88 (??/??/92)  985.396  (m)         3232.92   (f) UNKNOWN     3 0
 GS0648  NGVD 29 (05/01/91)  984.480  (m)         3229.91   (f) ADJUSTED    1 1
 GS0648
 GS0648.Superseded values are not recommended for survey control.
 GS0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0648.See file dsdata.txt to determine how the superseded data were derived.
 GS0648
 GS0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA382737(NAD 83)
 GS0648_MARKER: DB = BENCH MARK DISK
 GS0648_SETTING: 66 = SET IN ROCK OUTCROP
 GS0648_SP_SET: BEDROCK
 GS0648_STAMPING: 10 TJS 1983
 GS0648_MARK LOGO: USGS  
 GS0648_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0648+STABILITY: POSITION/ELEVATION WELL
 GS0648
 GS0648  HISTORY     - Date     Condition        Report By
 GS0648  HISTORY     - 1983     MONUMENTED       USGS
 GS0648  HISTORY     - 1986     GOOD             USGS
 GS0648  HISTORY     - 1988     GOOD             USGS
 GS0648  HISTORY     - 19910110 GOOD             USGS
 GS0648  HISTORY     - 19921210 GOOD             USGS
 GS0648  HISTORY     - 19941220 GOOD             USGS
 GS0648
 GS0648                          STATION DESCRIPTION
 GS0648
 GS0648'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0648'35.9 KM (22.30 MI) ESE FROM BEATTY.
 GS0648'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0648'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0648'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0648'T-INTERSECTION, THENCE 1.55 MILES TO A T-ROAD NORTH, TURN NORTH
 GS0648'PROCEEDING ABOUT 0.3 MILES TO THE END OF THE ROAD AT A DRILL SITE.
 GS0648'CONTINUE NORTH 0.35 MILES TO THE EASTERN OF TWO ROCK OUTCROPS NEAR
 GS0648'THE BASE OF A VOLCANIC CONE.
 GS0648
 GS0648                          STATION RECOVERY (1986)
 GS0648
 GS0648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0648'RECOVERED IN GOOD CONDITION.
 GS0648
 GS0648                          STATION RECOVERY (1988)
 GS0648
 GS0648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0648'RECOVERED IN GOOD CONDITION.
 GS0648
 GS0648                          STATION RECOVERY (1991)
 GS0648
 GS0648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0648'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0648'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0648'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0648'T-INTERSECTION, THENCE 1.55 MILES TO A T-ROAD NORTH, TURN NORTH
 GS0648'PROCEEDING ABOUT 0.3 MILES TO THE END OF THE ROAD AT A DRILL SITE.
 GS0648'CONTINUE NORTH 0.35 MILE TO THE EASTERN OF TWO ROCK OUTCROPS NEAR THE
 GS0648'BASE OF A VOLCANIC CONE.
 GS0648
 GS0648                          STATION RECOVERY (1992)
 GS0648
 GS0648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0648'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0648'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0648'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0648'(9.0 KM) TO A T-INTERSECTION, THENCE 1.55 MILES (2.49 KM) TO A T-ROAD
 GS0648'NORTH, TURN NORTH PROCEEDING ABOUT 0.3 MILES (0.5 KM) TO THE END OF
 GS0648'THE ROAD AT A DRILL SITE. CONTINUE NORTH 0.35 MILE (0.56 KM) TO THE
 GS0648'EASTERN OF TWO ROCK OUTCROPS NEAR THE BASE OF A VOLCANIC CONE.
 GS0648
 GS0648                          STATION RECOVERY (1994)
 GS0648
 GS0648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0648'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1003 ***********************************************************************
 GR1003  DESIGNATION -  100
 GR1003  PID         -  GR1003
 GR1003  STATE/COUNTY-  NV/CLARK
 GR1003  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1003
 GR1003                         *CURRENT SURVEY CONTROL
 GR1003  ___________________________________________________________________
 GR1003* NAD 83(1986)-  36 09 07.     (N)    115 09 49.     (W)     SCALED    
 GR1003* NAVD 88     -       624.81   (+/-2cm)    2049.9    (feet)  VERTCON   
 GR1003  ___________________________________________________________________
 GR1003  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GR1003
 GR1003  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1003
 GR1003.The horizontal coordinates were scaled from a topographic map and have
 GR1003.an estimated accuracy of +/- 6 seconds.
 GR1003
 GR1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1003.The vertical order pertains to the NGVD 29 superseded value.
 GR1003
 GR1003.The geoid height was determined by GEOID03.
 GR1003
 GR1003;                    North         East    Units  Estimated Accuracy
 GR1003;SPC NV E     - 8,155,610.      237,770.      MT  (+/- 180 meters Scaled)
 GR1003
 GR1003                          SUPERSEDED SURVEY CONTROL
 GR1003
 GR1003  NGVD 29 (??/??/92)  624.178  (m)         2047.82   (f) ADJ UNCH    1 2
 GR1003
 GR1003.Superseded values are not recommended for survey control.
 GR1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1003.See file dsdata.txt to determine how the superseded data were derived.
 GR1003
 GR1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA652023(NAD 83)
 GR1003_MARKER: DD = SURVEY DISK
 GR1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1003_STAMPING: CITY OF LAS VEGAS B.M. NO. ELEV
 GR1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1003+STABILITY: SURFACE MOTION
 GR1003
 GR1003  HISTORY     - Date     Condition        Report By
 GR1003  HISTORY     - UNK      MONUMENTED       NVDH
 GR1003  HISTORY     - 1963     GOOD             NGS
 GR1003
 GR1003                          STATION DESCRIPTION
 GR1003
 GR1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1003'1.85 MI SW FROM LAS VEGAS.
 GR1003'1.6 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1003'LAS VEGAS, THENCE 0.25 MILE WEST ALONG OAKEY BOULEVARD, 108 FEET SOUTH
 GR1003'OF THE CENTER LINE OF THE BOULEVARD, 22 FEET NORTH OF THE CENTER LINE
 GR1003'OF A GRAVEL ROAD, 7.2 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL
 GR1003'WITH THE BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 GR1003'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0434 ***********************************************************************
 JP0434  DESIGNATION -  100 DOR
 JP0434  PID         -  JP0434
 JP0434  STATE/COUNTY-  NV/NYE
 JP0434  USGS QUAD   -  BROWN SUMMIT SW (1982)
 JP0434
 JP0434                         *CURRENT SURVEY CONTROL
 JP0434  ___________________________________________________________________
 JP0434* NAD 83(1986)-  38 50 26.     (N)    115 55 55.     (W)     SCALED    
 JP0434* NAVD 88     -      1904.998  (meters)    6249.98   (feet)  ADJUSTED  
 JP0434  ___________________________________________________________________
 JP0434  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 JP0434  DYNAMIC HT  -        1902.929 (meters)    6243.19  (feet)  COMP
 JP0434  MODELED GRAV-     979,474.3   (mgal)                       NAVD 88
 JP0434
 JP0434  VERT ORDER  -  SECOND    CLASS 0
 JP0434
 JP0434.The horizontal coordinates were scaled from a topographic map and have
 JP0434.an estimated accuracy of +/- 6 seconds.
 JP0434
 JP0434.The orthometric height was determined by differential leveling
 JP0434.and adjusted by the National Geodetic Survey in June 1991..
 JP0434
 JP0434.The geoid height was determined by GEOID03.
 JP0434
 JP0434.The dynamic height is computed by dividing the NAVD 88
 JP0434.geopotential number by the normal gravity value computed on the
 JP0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0434.degrees latitude (g = 980.6199 gals.).
 JP0434
 JP0434.The modeled gravity was interpolated from observed gravity values.
 JP0434
 JP0434;                    North         East    Units  Estimated Accuracy
 JP0434;SPC NV C     - 6,454,160.      563,780.      MT  (+/- 180 meters Scaled)
 JP0434
 JP0434                          SUPERSEDED SURVEY CONTROL
 JP0434
 JP0434.No superseded survey control is available for this station.
 JP0434
 JP0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC926996(NAD 83)
 JP0434_MARKER: DD = SURVEY DISK
 JP0434_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0434_SP_SET: COPPER-CLAD STEEL ROD
 JP0434_STAMPING: 100 DOR 1967 6246
 JP0434_MARK LOGO: USGS  
 JP0434_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0434+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0434
 JP0434  HISTORY     - Date     Condition        Report By
 JP0434  HISTORY     - 1967     MONUMENTED       USGS
 JP0434
 JP0434                          STATION DESCRIPTION
 JP0434
 JP0434'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0434'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JP0434'HIGHWAY 6 TO A T-ROAD NORTH, THENCE 6.7 MILES NORTH TO A Y-ROAD
 JP0434'NORTHEAST TO LITTLE SMOKY VALLEY, THENCE 22.2 MILES NORTHEAST, 35 FEET
 JP0434'NORTH OF THE ROAD, 1.5 FEET SOUTH OF A WITNESS, SET ON A COPPER-COATED
 JP0434'ROD, ENCLOSED IN A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0529 ***********************************************************************
 MU0529  DESIGNATION -  100 FMK
 MU0529  PID         -  MU0529
 MU0529  STATE/COUNTY-  NV/HUMBOLDT
 MU0529  USGS QUAD   -  STAR VALLEY RIDGE WEST (1973)
 MU0529
 MU0529                         *CURRENT SURVEY CONTROL
 MU0529  ___________________________________________________________________
 MU0529* NAD 83(1986)-  41 59 12.     (N)    116 59 33.     (W)     SCALED    
 MU0529* NAVD 88     -      1562.963  (meters)    5127.82   (feet)  POSTED    
 MU0529  ___________________________________________________________________
 MU0529  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 MU0529  DYNAMIC HT  -        1561.860 (meters)    5124.20  (feet)  COMP
 MU0529  MODELED GRAV-     979,862.8   (mgal)                       NAVD 88
 MU0529
 MU0529  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0529
 MU0529.The horizontal coordinates were scaled from a topographic map and have
 MU0529.an estimated accuracy of +/- 6 seconds.
 MU0529
 MU0529.The orthometric height was determined by differential leveling
 MU0529.and adjusted by the National Geodetic Survey in 1992..
 MU0529.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0529.rate of 0.0 thru 1.0 mm/km.
 MU0529
 MU0529.The geoid height was determined by GEOID03.
 MU0529
 MU0529.The dynamic height is computed by dividing the NAVD 88
 MU0529.geopotential number by the normal gravity value computed on the
 MU0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0529.degrees latitude (g = 980.6199 gals.).
 MU0529
 MU0529.The modeled gravity was interpolated from observed gravity values.
 MU0529
 MU0529;                    North         East    Units  Estimated Accuracy
 MU0529;SPC NV W     - 4,804,440.      931,820.      MT  (+/- 180 meters Scaled)
 MU0529
 MU0529                          SUPERSEDED SURVEY CONTROL
 MU0529
 MU0529.No superseded survey control is available for this station.
 MU0529
 MU0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG006482(NAD 83)
 MU0529_MARKER: DD = SURVEY DISK
 MU0529_SETTING: 66 = SET IN ROCK OUTCROP
 MU0529_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0529_STAMPING: 100 FMK 1973 5124
 MU0529_MARK LOGO: USGS  
 MU0529_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0529+STABILITY: POSITION/ELEVATION WELL
 MU0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0529+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0529
 MU0529  HISTORY     - Date     Condition        Report By
 MU0529  HISTORY     - 1973     MONUMENTED       USGS
 MU0529
 MU0529                          STATION DESCRIPTION
 MU0529
 MU0529'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0529'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 MU0529'ROAD TO A Y-ROAD, THENCE 1.2 MILES SOUTHWEST TO A Y-ROAD, THENCE 2.7
 MU0529'MILES SOUTH TO Y-ROAD, 100 FEET NORTH AND 126 FEET WEST OF A Y-ROAD,
 MU0529'231 FEET SOUTH OF THE SOUTHEAST CORNER OF AN OLD ROCK CABIN, SET IN A
 MU0529'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0677 ***********************************************************************
 MU0677  DESIGNATION -  100 HEI
 MU0677  PID         -  MU0677
 MU0677  STATE/COUNTY-  NV/HUMBOLDT
 MU0677  USGS QUAD   -  LAYTON SPRING (1980)
 MU0677
 MU0677                         *CURRENT SURVEY CONTROL
 MU0677  ___________________________________________________________________
 MU0677* NAD 83(1986)-  41 29 13.     (N)    117 01 58.     (W)     SCALED    
 MU0677* NAVD 88     -      1460.054  (meters)    4790.19   (feet)  POSTED    
 MU0677  ___________________________________________________________________
 MU0677  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 MU0677  DYNAMIC HT  -        1459.000 (meters)    4786.74  (feet)  COMP
 MU0677  MODELED GRAV-     979,852.0   (mgal)                       NAVD 88
 MU0677
 MU0677  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0677
 MU0677.The horizontal coordinates were scaled from a topographic map and have
 MU0677.an estimated accuracy of +/- 6 seconds.
 MU0677
 MU0677.The orthometric height was determined by differential leveling
 MU0677.and adjusted by the National Geodetic Survey in 1992..
 MU0677.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0677.rate of 0.0 thru 1.0 mm/km.
 MU0677
 MU0677.The geoid height was determined by GEOID03.
 MU0677
 MU0677.The dynamic height is computed by dividing the NAVD 88
 MU0677.geopotential number by the normal gravity value computed on the
 MU0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0677.degrees latitude (g = 980.6199 gals.).
 MU0677
 MU0677.The modeled gravity was interpolated from observed gravity values.
 MU0677
 MU0677;                    North         East    Units  Estimated Accuracy
 MU0677;SPC NV W     - 4,748,880.      929,480.      MT  (+/- 180 meters Scaled)
 MU0677
 MU0677                          SUPERSEDED SURVEY CONTROL
 MU0677
 MU0677.No superseded survey control is available for this station.
 MU0677
 MU0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF972928(NAD 83)
 MU0677_MARKER: DD = SURVEY DISK
 MU0677_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0677_SP_SET: COPPER-CLAD STEEL ROD
 MU0677_STAMPING: 100 HEI 1974 4787
 MU0677_MARK LOGO: USGS  
 MU0677_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0677+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0677
 MU0677  HISTORY     - Date     Condition        Report By
 MU0677  HISTORY     - 1974     MONUMENTED       USGS
 MU0677
 MU0677                          STATION DESCRIPTION
 MU0677
 MU0677'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0677'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0677'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0677'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0677'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0677'T-ROAD WEST, THENCE 23.8 MILES WEST ALONG A TRACK ROAD, 0.2 MILES
 MU0677'SOUTH AND 0.4 MILES WEST OF LITTLE HUMBOLDT RANCH, 275 FEET SOUTHWEST
 MU0677'OF AN ANGLE POINT ALONG A FENCE LINE, 45 FEET NORTHWEST OF THE
 MU0677'CENTERLINE OF THE ROAD, 0.8 FEET SOUTHEAST OF THE FENCE LINE, SET ON
 MU0677'COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE
 MU0677'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0081 ***********************************************************************
 MT0081  DESIGNATION -  100 JD
 MT0081  PID         -  MT0081
 MT0081  STATE/COUNTY-  NV/ELKO
 MT0081  USGS QUAD   -  CHICKEN SPRINGS (1989)
 MT0081
 MT0081                         *CURRENT SURVEY CONTROL
 MT0081  ___________________________________________________________________
 MT0081* NAD 83(1986)-  41 34 31.     (N)    114 23 33.     (W)     SCALED    
 MT0081* NAVD 88     -      1683.908  (meters)    5524.62   (feet)  ADJUSTED  
 MT0081  ___________________________________________________________________
 MT0081  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 MT0081  DYNAMIC HT  -        1682.627 (meters)    5520.42  (feet)  COMP
 MT0081  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 MT0081
 MT0081  VERT ORDER  -  SECOND    CLASS 0
 MT0081
 MT0081.The horizontal coordinates were scaled from a topographic map and have
 MT0081.an estimated accuracy of +/- 6 seconds.
 MT0081
 MT0081.The orthometric height was determined by differential leveling
 MT0081.and adjusted by the National Geodetic Survey in June 1991..
 MT0081
 MT0081.The geoid height was determined by GEOID03.
 MT0081
 MT0081.The dynamic height is computed by dividing the NAVD 88
 MT0081.geopotential number by the normal gravity value computed on the
 MT0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0081.degrees latitude (g = 980.6199 gals.).
 MT0081
 MT0081.The modeled gravity was interpolated from observed gravity values.
 MT0081
 MT0081;                    North         East    Units  Estimated Accuracy
 MT0081;SPC NV E     - 8,758,210.      299,310.      MT  (+/- 180 meters Scaled)
 MT0081
 MT0081                          SUPERSEDED SURVEY CONTROL
 MT0081
 MT0081  NGVD 29 (??/??/92) 1682.781  (m)         5520.92   (f) ADJ UNCH    2 0
 MT0081
 MT0081.Superseded values are not recommended for survey control.
 MT0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0081.See file dsdata.txt to determine how the superseded data were derived.
 MT0081
 MT0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG173059(NAD 83)
 MT0081_MARKER: DD = SURVEY DISK
 MT0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0081_STAMPING: 100 JD 1956 5521
 MT0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0081+STABILITY: SURFACE MOTION
 MT0081
 MT0081  HISTORY     - Date     Condition        Report By
 MT0081  HISTORY     - 1956     MONUMENTED       USGS
 MT0081  HISTORY     - 1958     GOOD             NGS
 MT0081
 MT0081                          STATION DESCRIPTION
 MT0081
 MT0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0081'25.5 MI NE FROM WILKINS.
 MT0081'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0081'POST AT WILKINS, THENCE 24.8 MILES SOUTHEAST, EAST AND NORTHEAST ALONG
 MT0081'A GRAVEL ROAD, AT THE SUMMIT OF A HILL, 75 FEET NORTHEAST OF THE
 MT0081'CENTER OF THE Y JUNCTION OF A TRACK ROAD NORTHEAST, 34 1/2 FEET NORTH
 MT0081'OF THE CENTER LINE OF THE MAIN ROAD, 26 1/2 FEET SOUTHEAST OF THE
 MT0081'CENTER LINE OF THE TRACK ROAD, 1.0 FOOT WEST OF WITNESS POST, LEVEL
 MT0081'WITH THE MAIN ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MT0081'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0413 ***********************************************************************
 MV0413  DESIGNATION -  100 LRC
 MV0413  PID         -  MV0413
 MV0413  STATE/COUNTY-  NV/WASHOE
 MV0413  USGS QUAD   -  HART MOUNTAIN (1978)
 MV0413
 MV0413                         *CURRENT SURVEY CONTROL
 MV0413  ___________________________________________________________________
 MV0413* NAD 83(1986)-  41 17 22.     (N)    119 34 35.     (W)     SCALED    
 MV0413* NAVD 88     -      1935.711  (meters)    6350.75   (feet)  ADJUSTED  
 MV0413  ___________________________________________________________________
 MV0413  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 MV0413  DYNAMIC HT  -        1934.097 (meters)    6345.45  (feet)  COMP
 MV0413  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 MV0413
 MV0413  VERT ORDER  -  SECOND    CLASS 0
 MV0413
 MV0413.The horizontal coordinates were scaled from a topographic map and have
 MV0413.an estimated accuracy of +/- 6 seconds.
 MV0413
 MV0413.The orthometric height was determined by differential leveling
 MV0413.and adjusted by the National Geodetic Survey in June 1991..
 MV0413
 MV0413.The geoid height was determined by GEOID03.
 MV0413
 MV0413.The dynamic height is computed by dividing the NAVD 88
 MV0413.geopotential number by the normal gravity value computed on the
 MV0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0413.degrees latitude (g = 980.6199 gals.).
 MV0413
 MV0413.The modeled gravity was interpolated from observed gravity values.
 MV0413
 MV0413;                    North         East    Units  Estimated Accuracy
 MV0413;SPC NV W     - 4,726,260.      716,820.      MT  (+/- 180 meters Scaled)
 MV0413
 MV0413                          SUPERSEDED SURVEY CONTROL
 MV0413
 MV0413.No superseded survey control is available for this station.
 MV0413
 MV0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF842740(NAD 83)
 MV0413_MARKER: DD = SURVEY DISK
 MV0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0413_SP_SET: CONCRETE POST
 MV0413_STAMPING: 100 LRC 1972 6347
 MV0413_MARK LOGO: USGS  
 MV0413_PROJECTION: FLUSH
 MV0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0413+STABILITY: SURFACE MOTION
 MV0413
 MV0413  HISTORY     - Date     Condition        Report By
 MV0413  HISTORY     - 1972     MONUMENTED       USGS
 MV0413
 MV0413                          STATION DESCRIPTION
 MV0413
 MV0413'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0413'44.7 KM (27.80 MI) SE FROM VYA.
 MV0413'VYA, 2.0 MILES SOUTHWEST OF, THENCE 25.8 MILES SOUTHEAST ALONG STATE
 MV0413'HIGHWAY 34 TO A ROAD SUMMIT, 0.9 MILES NORTHWEST OF A CATTLEGUARD,
 MV0413'100 FEET NORTHWEST OF A SMALL BORROW PIT, AND 53.8 FEET EAST OF THE
 MV0413'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0435 ***********************************************************************
 JP0435  DESIGNATION -  101 DOR
 JP0435  PID         -  JP0435
 JP0435  STATE/COUNTY-  NV/NYE
 JP0435  USGS QUAD   -  BROWN SUMMIT SW (1982)
 JP0435
 JP0435                         *CURRENT SURVEY CONTROL
 JP0435  ___________________________________________________________________
 JP0435* NAD 83(1986)-  38 49 44.     (N)    115 56 22.     (W)     SCALED    
 JP0435* NAVD 88     -      1894.899  (meters)    6216.85   (feet)  ADJUSTED  
 JP0435  ___________________________________________________________________
 JP0435  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 JP0435  DYNAMIC HT  -        1892.841 (meters)    6210.10  (feet)  COMP
 JP0435  MODELED GRAV-     979,474.7   (mgal)                       NAVD 88
 JP0435
 JP0435  VERT ORDER  -  SECOND    CLASS 0
 JP0435
 JP0435.The horizontal coordinates were scaled from a topographic map and have
 JP0435.an estimated accuracy of +/- 6 seconds.
 JP0435
 JP0435.The orthometric height was determined by differential leveling
 JP0435.and adjusted by the National Geodetic Survey in June 1991..
 JP0435
 JP0435.The geoid height was determined by GEOID03.
 JP0435
 JP0435.The dynamic height is computed by dividing the NAVD 88
 JP0435.geopotential number by the normal gravity value computed on the
 JP0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0435.degrees latitude (g = 980.6199 gals.).
 JP0435
 JP0435.The modeled gravity was interpolated from observed gravity values.
 JP0435
 JP0435;                    North         East    Units  Estimated Accuracy
 JP0435;SPC NV C     - 6,452,860.      563,140.      MT  (+/- 180 meters Scaled)
 JP0435
 JP0435                          SUPERSEDED SURVEY CONTROL
 JP0435
 JP0435.No superseded survey control is available for this station.
 JP0435
 JP0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC920983(NAD 83)
 JP0435_MARKER: DD = SURVEY DISK
 JP0435_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0435_SP_SET: COPPER-CLAD STEEL ROD
 JP0435_STAMPING: 101 DOR 1967
 JP0435_MARK LOGO: USGS  
 JP0435_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0435+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0435
 JP0435  HISTORY     - Date     Condition        Report By
 JP0435  HISTORY     - 1967     MONUMENTED       USGS
 JP0435
 JP0435                          STATION DESCRIPTION
 JP0435
 JP0435'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0435'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JP0435'HIGHWAY 6 TO A T-ROAD NORTH, THENCE 6.7 MILES NORTH TO A Y-ROAD
 JP0435'NORTHEAST TO LITTLE SMOKY VALLEY, THENCE 21.3 MILES NORTHEAST TO A
 JP0435'Y-ROAD SOUTHEAST, AT THE Y-ROAD JUNCTION, 55 FEET WEST OF THE ROAD,
 JP0435'1.5 FEET EAST OF A WITNESS SIGN, SET ON A COPPER-COATED ROD, ENCLOSED
 JP0435'IN A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0678 ***********************************************************************
 MU0678  DESIGNATION -  101 HEI
 MU0678  PID         -  MU0678
 MU0678  STATE/COUNTY-  NV/HUMBOLDT
 MU0678  USGS QUAD   -  LAYTON SPRING (1980)
 MU0678
 MU0678                         *CURRENT SURVEY CONTROL
 MU0678  ___________________________________________________________________
 MU0678* NAD 83(1986)-  41 29 18.     (N)    117 01 29.     (W)     SCALED    
 MU0678* NAVD 88     -      1458.739  (meters)    4785.88   (feet)  POSTED    
 MU0678  ___________________________________________________________________
 MU0678  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 MU0678  DYNAMIC HT  -        1457.680 (meters)    4782.41  (feet)  COMP
 MU0678  MODELED GRAV-     979,849.1   (mgal)                       NAVD 88
 MU0678
 MU0678  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0678
 MU0678.The horizontal coordinates were scaled from a topographic map and have
 MU0678.an estimated accuracy of +/- 6 seconds.
 MU0678
 MU0678.The orthometric height was determined by differential leveling
 MU0678.and adjusted by the National Geodetic Survey in 1992..
 MU0678.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0678.rate of 0.0 thru 1.0 mm/km.
 MU0678
 MU0678.The geoid height was determined by GEOID03.
 MU0678
 MU0678.The dynamic height is computed by dividing the NAVD 88
 MU0678.geopotential number by the normal gravity value computed on the
 MU0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0678.degrees latitude (g = 980.6199 gals.).
 MU0678
 MU0678.The modeled gravity was interpolated from observed gravity values.
 MU0678
 MU0678;                    North         East    Units  Estimated Accuracy
 MU0678;SPC NV W     - 4,749,050.      930,150.      MT  (+/- 180 meters Scaled)
 MU0678
 MU0678                          SUPERSEDED SURVEY CONTROL
 MU0678
 MU0678.No superseded survey control is available for this station.
 MU0678
 MU0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF979929(NAD 83)
 MU0678_MARKER: DD = SURVEY DISK
 MU0678_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0678_SP_SET: COPPER-CLAD STEEL ROD
 MU0678_STAMPING: 101 HEI 1974 4783
 MU0678_MARK LOGO: USGS  
 MU0678_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0678+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0678
 MU0678  HISTORY     - Date     Condition        Report By
 MU0678  HISTORY     - 1974     MONUMENTED       USGS
 MU0678
 MU0678                          STATION DESCRIPTION
 MU0678
 MU0678'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0678'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0678'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0678'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0678'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0678'T-ROAD WEST, THENCE 24.2 MILES WEST ALONG A TRACK ROAD, 0.2 MILES
 MU0678'SOUTH OF LITTLE HUMBOLDT RANCH, 190 FEET WEST OF A T-ROAD, 37 FEET
 MU0678'SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A LONE METAL
 MU0678'FENCEPOST, SET ON COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC
 MU0678'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0083 ***********************************************************************
 MT0083  DESIGNATION -  101 JD
 MT0083  PID         -  MT0083
 MT0083  STATE/COUNTY-  NV/ELKO
 MT0083  USGS QUAD   -  DELANO PEAK (1989)
 MT0083
 MT0083                         *CURRENT SURVEY CONTROL
 MT0083  ___________________________________________________________________
 MT0083* NAD 83(1986)-  41 33 08.     (N)    114 21 38.     (W)     SCALED    
 MT0083* NAVD 88     -      1672.933  (meters)    5488.61   (feet)  ADJUSTED  
 MT0083  ___________________________________________________________________
 MT0083  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 MT0083  DYNAMIC HT  -        1671.667 (meters)    5484.46  (feet)  COMP
 MT0083  MODELED GRAV-     979,806.5   (mgal)                       NAVD 88
 MT0083
 MT0083  VERT ORDER  -  SECOND    CLASS 0
 MT0083
 MT0083.The horizontal coordinates were scaled from a topographic map and have
 MT0083.an estimated accuracy of +/- 6 seconds.
 MT0083
 MT0083.The orthometric height was determined by differential leveling
 MT0083.and adjusted by the National Geodetic Survey in June 1991..
 MT0083
 MT0083.The geoid height was determined by GEOID03.
 MT0083
 MT0083.The dynamic height is computed by dividing the NAVD 88
 MT0083.geopotential number by the normal gravity value computed on the
 MT0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0083.degrees latitude (g = 980.6199 gals.).
 MT0083
 MT0083.The modeled gravity was interpolated from observed gravity values.
 MT0083
 MT0083;                    North         East    Units  Estimated Accuracy
 MT0083;SPC NV E     - 8,755,690.      302,010.      MT  (+/- 180 meters Scaled)
 MT0083
 MT0083                          SUPERSEDED SURVEY CONTROL
 MT0083
 MT0083  NGVD 29 (??/??/92) 1671.814  (m)         5484.94   (f) ADJ UNCH    2 0
 MT0083
 MT0083.Superseded values are not recommended for survey control.
 MT0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0083.See file dsdata.txt to determine how the superseded data were derived.
 MT0083
 MT0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG201034(NAD 83)
 MT0083_MARKER: DD = SURVEY DISK
 MT0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0083_STAMPING: 101 JD 1956 5485
 MT0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0083+STABILITY: SURFACE MOTION
 MT0083
 MT0083  HISTORY     - Date     Condition        Report By
 MT0083  HISTORY     - 1956     MONUMENTED       USGS
 MT0083  HISTORY     - 1958     GOOD             NGS
 MT0083
 MT0083                          STATION DESCRIPTION
 MT0083
 MT0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0083'26.7 MI NW FROM MONTELLO.
 MT0083'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0083'MONTELLO, THENCE 26.55 MILES NORTH AND NORTHWEST ALONG A GRAVEL ROAD,
 MT0083'AT THE SUMMIT OF A HILL, 34 FEET NORTH OF THE CENTER LINE OF THE ROAD
 MT0083'1.0 FOOT NORTHWEST OF A WITNESS POST, 1 FOOT HIGHER THAN THE ROAD, AND
 MT0083'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MT0083'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0414 ***********************************************************************
 MV0414  DESIGNATION -  101 LRC
 MV0414  PID         -  MV0414
 MV0414  STATE/COUNTY-  NV/WASHOE
 MV0414  USGS QUAD   -  HART MOUNTAIN (1978)
 MV0414
 MV0414                         *CURRENT SURVEY CONTROL
 MV0414  ___________________________________________________________________
 MV0414* NAD 83(1986)-  41 16 35.     (N)    119 34 20.     (W)     SCALED    
 MV0414* NAVD 88     -      1907.875  (meters)    6259.42   (feet)  ADJUSTED  
 MV0414  ___________________________________________________________________
 MV0414  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 MV0414  DYNAMIC HT  -        1906.295 (meters)    6254.24  (feet)  COMP
 MV0414  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 MV0414
 MV0414  VERT ORDER  -  SECOND    CLASS 0
 MV0414
 MV0414.The horizontal coordinates were scaled from a topographic map and have
 MV0414.an estimated accuracy of +/- 6 seconds.
 MV0414
 MV0414.The orthometric height was determined by differential leveling
 MV0414.and adjusted by the National Geodetic Survey in June 1991..
 MV0414
 MV0414.The geoid height was determined by GEOID03.
 MV0414
 MV0414.The dynamic height is computed by dividing the NAVD 88
 MV0414.geopotential number by the normal gravity value computed on the
 MV0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0414.degrees latitude (g = 980.6199 gals.).
 MV0414
 MV0414.The modeled gravity was interpolated from observed gravity values.
 MV0414
 MV0414;                    North         East    Units  Estimated Accuracy
 MV0414;SPC NV W     - 4,724,810.      717,160.      MT  (+/- 180 meters Scaled)
 MV0414
 MV0414                          SUPERSEDED SURVEY CONTROL
 MV0414
 MV0414.No superseded survey control is available for this station.
 MV0414
 MV0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF845726(NAD 83)
 MV0414_MARKER: DD = SURVEY DISK
 MV0414_SETTING: 66 = SET IN ROCK OUTCROP
 MV0414_SP_SET: BEDROCK
 MV0414_STAMPING: 101 LRC 1972 6255
 MV0414_MARK LOGO: USGS  
 MV0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0414+STABILITY: POSITION/ELEVATION WELL
 MV0414
 MV0414  HISTORY     - Date     Condition        Report By
 MV0414  HISTORY     - 1972     MONUMENTED       USGS
 MV0414
 MV0414                          STATION DESCRIPTION
 MV0414
 MV0414'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0414'46.2 KM (28.70 MI) SE FROM VYA.
 MV0414'VYA, 2.0 MILES SOUTHWEST OF, THENCE 26.7 MILES SOUTHEAST ALONG STATE
 MV0414'HIGHWAY 34 TO A CATTLEGUARD AT THE TOP OF A LONG STEEP GRADE FROM THE
 MV0414'SOUTH, ABOUT 195 FEET SOUTHEAST OF THE CATTLEGUARD, AND 35 FEET
 MV0414'NORTHEAST OF THE CENTERLINE OF THE ROAD, IN A PROMINENT ROCK OUTCROP.
 MV0414'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0436 ***********************************************************************
 JP0436  DESIGNATION -  102 DOR
 JP0436  PID         -  JP0436
 JP0436  STATE/COUNTY-  NV/NYE
 JP0436  USGS QUAD   -  BROWN SUMMIT SW (1982)
 JP0436
 JP0436                         *CURRENT SURVEY CONTROL
 JP0436  ___________________________________________________________________
 JP0436* NAD 83(1986)-  38 48 52.     (N)    115 56 56.     (W)     SCALED    
 JP0436* NAVD 88     -      1886.635  (meters)    6189.73   (feet)  ADJUSTED  
 JP0436  ___________________________________________________________________
 JP0436  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 JP0436  DYNAMIC HT  -        1884.581 (meters)    6183.00  (feet)  COMP
 JP0436  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 JP0436
 JP0436  VERT ORDER  -  SECOND    CLASS 0
 JP0436
 JP0436.The horizontal coordinates were scaled from a topographic map and have
 JP0436.an estimated accuracy of +/- 6 seconds.
 JP0436
 JP0436.The orthometric height was determined by differential leveling
 JP0436.and adjusted by the National Geodetic Survey in June 1991..
 JP0436
 JP0436.The geoid height was determined by GEOID03.
 JP0436
 JP0436.The dynamic height is computed by dividing the NAVD 88
 JP0436.geopotential number by the normal gravity value computed on the
 JP0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0436.degrees latitude (g = 980.6199 gals.).
 JP0436
 JP0436.The modeled gravity was interpolated from observed gravity values.
 JP0436
 JP0436;                    North         East    Units  Estimated Accuracy
 JP0436;SPC NV C     - 6,451,250.      562,340.      MT  (+/- 180 meters Scaled)
 JP0436
 JP0436                          SUPERSEDED SURVEY CONTROL
 JP0436
 JP0436.No superseded survey control is available for this station.
 JP0436
 JP0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC912967(NAD 83)
 JP0436_MARKER: DD = SURVEY DISK
 JP0436_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0436_SP_SET: COPPER-CLAD STEEL ROD
 JP0436_STAMPING: 102 DOR 1967 6186
 JP0436_MARK LOGO: USGS  
 JP0436_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0436+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0436
 JP0436  HISTORY     - Date     Condition        Report By
 JP0436  HISTORY     - 1967     MONUMENTED       USGS
 JP0436
 JP0436                          STATION DESCRIPTION
 JP0436
 JP0436'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0436'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JP0436'HIGHWAY 6 TO A T-ROAD NORTH, THENCE 6.7 MILES NORTH TO A Y-ROAD
 JP0436'NORTHEAST TO LITTLE SMOKY VALLEY, THENCE 20.2 MILES NORTHEAST, 30 FEET
 JP0436'NORTH OF THE ROAD, 1.5 FEET SOUTH OF A WITNESS, SET ON A COPPER-COATED
 JP0436'ROD, ENCLOSED IN A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0679 ***********************************************************************
 MU0679  DESIGNATION -  102 HEI
 MU0679  PID         -  MU0679
 MU0679  STATE/COUNTY-  NV/ELKO
 MU0679  USGS QUAD   -  LAYTON SPRING (1980)
 MU0679
 MU0679                         *CURRENT SURVEY CONTROL
 MU0679  ___________________________________________________________________
 MU0679* NAD 83(1986)-  41 29 09.     (N)    117 00 41.     (W)     SCALED    
 MU0679* NAVD 88     -      1472.027  (meters)    4829.48   (feet)  POSTED    
 MU0679  ___________________________________________________________________
 MU0679  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 MU0679  DYNAMIC HT  -        1470.960 (meters)    4825.97  (feet)  COMP
 MU0679  MODELED GRAV-     979,844.0   (mgal)                       NAVD 88
 MU0679
 MU0679  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0679
 MU0679.The horizontal coordinates were scaled from a topographic map and have
 MU0679.an estimated accuracy of +/- 6 seconds.
 MU0679
 MU0679.The orthometric height was determined by differential leveling
 MU0679.and adjusted by the National Geodetic Survey in 1992..
 MU0679.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0679.rate of 0.0 thru 1.0 mm/km.
 MU0679
 MU0679.The geoid height was determined by GEOID03.
 MU0679
 MU0679.The dynamic height is computed by dividing the NAVD 88
 MU0679.geopotential number by the normal gravity value computed on the
 MU0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0679.degrees latitude (g = 980.6199 gals.).
 MU0679
 MU0679.The modeled gravity was interpolated from observed gravity values.
 MU0679
 MU0679;                    North         East    Units  Estimated Accuracy
 MU0679;SPC NV E     - 8,748,580.       80,750.      MT  (+/- 180 meters Scaled)
 MU0679
 MU0679                          SUPERSEDED SURVEY CONTROL
 MU0679
 MU0679.No superseded survey control is available for this station.
 MU0679
 MU0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF990926(NAD 83)
 MU0679_MARKER: DD = SURVEY DISK
 MU0679_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0679_SP_SET: COPPER-CLAD STEEL ROD
 MU0679_STAMPING: 102 HEI 1974 4826
 MU0679_MARK LOGO: USGS  
 MU0679_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0679+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0679
 MU0679  HISTORY     - Date     Condition        Report By
 MU0679  HISTORY     - 1974     MONUMENTED       USGS
 MU0679
 MU0679                          STATION DESCRIPTION
 MU0679
 MU0679'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0679'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0679'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0679'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0679'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0679'T-ROAD WEST, THENCE 25.2 MILES WEST ALONG A TRACK ROAD, 0.2 MILES
 MU0679'SOUTH AND 0.85 MILES EAST AND 0.05 MILES (ABOUT 300 FEET) NORTH OF
 MU0679'LITTLE HUMBOLDT RANCH, TO A FENCE LINE, 35 FEET WEST OF A T-FENCE
 MU0679'NORTH, 23 FEET WEST OF THE CENTERLINE OF A GATE, 2 FEET SOUTH OF THE
 MU0679'FENCE LINE, SET ON COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC
 MU0679'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0086 ***********************************************************************
 MT0086  DESIGNATION -  102 JD
 MT0086  PID         -  MT0086
 MT0086  STATE/COUNTY-  NV/ELKO
 MT0086  USGS QUAD   -  DELANO PEAK (1989)
 MT0086
 MT0086                         *CURRENT SURVEY CONTROL
 MT0086  ___________________________________________________________________
 MT0086* NAD 83(1994)-  41 31 33.16483(N)    114 20 53.12118(W)     ADJUSTED  
 MT0086* NAVD 88     -      1576.883  (meters)    5173.49   (feet)  ADJUSTED  
 MT0086  ___________________________________________________________________
 MT0086  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 MT0086  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 MT0086  DYNAMIC HT  -        1575.697 (meters)    5169.60  (feet)  COMP
 MT0086  MODELED GRAV-     979,815.7   (mgal)                       NAVD 88
 MT0086
 MT0086  HORZ ORDER  -  THIRD
 MT0086  VERT ORDER  -  SECOND    CLASS 0
 MT0086
 MT0086.The horizontal coordinates were established by classical geodetic methods
 MT0086.and adjusted by the National Geodetic Survey in January 1999..
 MT0086
 MT0086.The orthometric height was determined by differential leveling
 MT0086.and adjusted by the National Geodetic Survey in June 1991..
 MT0086
 MT0086.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0086
 MT0086.The geoid height was determined by GEOID03.
 MT0086
 MT0086.The dynamic height is computed by dividing the NAVD 88
 MT0086.geopotential number by the normal gravity value computed on the
 MT0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0086.degrees latitude (g = 980.6199 gals.).
 MT0086
 MT0086.The modeled gravity was interpolated from observed gravity values.
 MT0086
 MT0086;                    North         East     Units Scale Factor Converg.
 MT0086;SPC NV E     - 8,752,780.122   303,087.754   MT  1.00003074   +0 49 08.4
 MT0086;SPC NV E     -28,716,412.78    994,380.41   sFT  1.00003074   +0 49 08.4
 MT0086;UTM  11      - 4,600,533.214   721,257.383   MT  1.00020249   +1 45 31.7
 MT0086
 MT0086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0086!SPC NV E     -   0.99975526  x   1.00003074  =   0.99978599
 MT0086!UTM  11      -   0.99975526  x   1.00020249  =   0.99995770
 MT0086
 MT0086                          SUPERSEDED SURVEY CONTROL
 MT0086
 MT0086  NGVD 29 (??/??/92) 1575.780  (m)         5169.87   (f) ADJ UNCH    2 0
 MT0086
 MT0086.Superseded values are not recommended for survey control.
 MT0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0086.See file dsdata.txt to determine how the superseded data were derived.
 MT0086
 MT0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG2125700533(NAD 83)
 MT0086_MARKER: DB = BENCH MARK DISK
 MT0086_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0086_STAMPING: 102 JD 1956 5170
 MT0086_PROJECTION: FLUSH
 MT0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0086+STABILITY: SURFACE MOTION
 MT0086
 MT0086  HISTORY     - Date     Condition        Report By
 MT0086  HISTORY     - 1956     MONUMENTED       USGS
 MT0086  HISTORY     - 1958     GOOD             NGS
 MT0086
 MT0086                          STATION DESCRIPTION
 MT0086
 MT0086'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 MT0086'DESCRIBED IN LEVEL LINE BY USGS, 1956, PV 288 AS FOLLOWS--
 MT0086'--18-MILE RANCH, 0.21 MI. NE., THENCE 3.8 MI. NW. OF ALONG RD. FROM,
 MT0086'AT SHARP CURVE IN RD., 70 FT. S. OF CENTER OF RD., AT JUNCTION OF RD.
 MT0086'NW. AND CURVE IN RD., IN CONCRETE POST, STANDARD TABLET ---
 MT0086'STAMPED---102 JD 1956 5170.
 MT0086'STATION MARK--STANDARD BENCH MARK TABLET ---STAMPED--- 102 JD 1956
 MT0086'5170  SET IN CONCRETE POST.
 MT0086
 MT0086                          STATION RECOVERY (1958)
 MT0086
 MT0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MT0086'24.2 MI NW FROM MONTELLO.
 MT0086'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0086'MONTELLO, THENCE 24.05 MILES NORTH AND NORTHWEST ALONG A GRAVEL ROAD,
 MT0086'ON THE OUTSIDE OF A SHARP CURVE, 62 FEET SOUTH OF THE CENTER OF THE Y
 MT0086'JUNCTION OF A TRACK ROAD LEADING WEST TO AN EARTHEN DAM, 43 FEET
 MT0086'SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 8 FEET SOUTHWEST OF A
 MT0086'CARIN, LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MT0086'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0415 ***********************************************************************
 MV0415  DESIGNATION -  102 LRC
 MV0415  PID         -  MV0415
 MV0415  STATE/COUNTY-  NV/WASHOE
 MV0415  USGS QUAD   -  HART MOUNTAIN (1978)
 MV0415
 MV0415                         *CURRENT SURVEY CONTROL
 MV0415  ___________________________________________________________________
 MV0415* NAD 83(1986)-  41 15 52.     (N)    119 33 50.     (W)     SCALED    
 MV0415* NAVD 88     -      1799.414  (meters)    5903.58   (feet)  ADJUSTED  
 MV0415  ___________________________________________________________________
 MV0415  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 MV0415  DYNAMIC HT  -        1797.948 (meters)    5898.77  (feet)  COMP
 MV0415  MODELED GRAV-     979,744.5   (mgal)                       NAVD 88
 MV0415
 MV0415  VERT ORDER  -  SECOND    CLASS 0
 MV0415
 MV0415.The horizontal coordinates were scaled from a topographic map and have
 MV0415.an estimated accuracy of +/- 6 seconds.
 MV0415
 MV0415.The orthometric height was determined by differential leveling
 MV0415.and adjusted by the National Geodetic Survey in June 1991..
 MV0415
 MV0415.The geoid height was determined by GEOID03.
 MV0415
 MV0415.The dynamic height is computed by dividing the NAVD 88
 MV0415.geopotential number by the normal gravity value computed on the
 MV0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0415.degrees latitude (g = 980.6199 gals.).
 MV0415
 MV0415.The modeled gravity was interpolated from observed gravity values.
 MV0415
 MV0415;                    North         East    Units  Estimated Accuracy
 MV0415;SPC NV W     - 4,723,480.      717,840.      MT  (+/- 180 meters Scaled)
 MV0415
 MV0415                          SUPERSEDED SURVEY CONTROL
 MV0415
 MV0415.No superseded survey control is available for this station.
 MV0415
 MV0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF852712(NAD 83)
 MV0415_MARKER: DD = SURVEY DISK
 MV0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0415_SP_SET: CONCRETE POST
 MV0415_STAMPING: 102 LRC 1972 5899
 MV0415_MARK LOGO: USGS  
 MV0415_PROJECTION: FLUSH
 MV0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0415+STABILITY: SURFACE MOTION
 MV0415
 MV0415  HISTORY     - Date     Condition        Report By
 MV0415  HISTORY     - 1972     MONUMENTED       USGS
 MV0415
 MV0415                          STATION DESCRIPTION
 MV0415
 MV0415'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0415'48.0 KM (29.80 MI) SE FROM VYA.
 MV0415'VYA, 2.0 MILES SOUTHWEST OF, THENCE 27.8 MILES SOUTHEAST ALONG STATE
 MV0415'HIGHWAY 34 TO A SADDLE DOWNGRADE, 1.1 MILES FROM A CATTLEGUARD, 85
 MV0415'FEET EAST OF THE JUNCTION OF A SIDE ROAD TO THE EDGE OF THE HIGHWAY,
 MV0415'70 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN ROAD, AND 37 FEET SSE
 MV0415'OF THE CENTERLINE OF THE SIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0437 ***********************************************************************
 JP0437  DESIGNATION -  103 DOR
 JP0437  PID         -  JP0437
 JP0437  STATE/COUNTY-  NV/NYE
 JP0437  USGS QUAD   -  BROWN SUMMIT SW (1982)
 JP0437
 JP0437                         *CURRENT SURVEY CONTROL
 JP0437  ___________________________________________________________________
 JP0437* NAD 83(1986)-  38 47 56.     (N)    115 57 30.     (W)     SCALED    
 JP0437* NAVD 88     -      1884.849  (meters)    6183.88   (feet)  ADJUSTED  
 JP0437  ___________________________________________________________________
 JP0437  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 JP0437  DYNAMIC HT  -        1882.792 (meters)    6177.13  (feet)  COMP
 JP0437  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 JP0437
 JP0437  VERT ORDER  -  SECOND    CLASS 0
 JP0437
 JP0437.The horizontal coordinates were scaled from a topographic map and have
 JP0437.an estimated accuracy of +/- 6 seconds.
 JP0437
 JP0437.The orthometric height was determined by differential leveling
 JP0437.and adjusted by the National Geodetic Survey in June 1991..
 JP0437
 JP0437.The geoid height was determined by GEOID03.
 JP0437
 JP0437.The dynamic height is computed by dividing the NAVD 88
 JP0437.geopotential number by the normal gravity value computed on the
 JP0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0437.degrees latitude (g = 980.6199 gals.).
 JP0437
 JP0437.The modeled gravity was interpolated from observed gravity values.
 JP0437
 JP0437;                    North         East    Units  Estimated Accuracy
 JP0437;SPC NV C     - 6,449,510.      561,530.      MT  (+/- 180 meters Scaled)
 JP0437
 JP0437                          SUPERSEDED SURVEY CONTROL
 JP0437
 JP0437.No superseded survey control is available for this station.
 JP0437
 JP0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC904949(NAD 83)
 JP0437_MARKER: DD = SURVEY DISK
 JP0437_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0437_SP_SET: COPPER-CLAD STEEL ROD
 JP0437_STAMPING: 103 DOR 1967 6180
 JP0437_MARK LOGO: USGS  
 JP0437_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0437+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0437
 JP0437  HISTORY     - Date     Condition        Report By
 JP0437  HISTORY     - 1967     MONUMENTED       USGS
 JP0437
 JP0437                          STATION DESCRIPTION
 JP0437
 JP0437'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0437'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JP0437'HIGHWAY 6 TO A T-ROAD NORTH, THENCE 6.7 MILES NORTH TO A Y-ROAD
 JP0437'NORTHEAST TO LITTLE SMOKY VALLEY, THENCE 18.9 MILES NORTHEAST, 53 FEET
 JP0437'SOUTHEAST OF THE ROAD, 1.5 FEET NORTHWEST OF A WITNESS, SET ON A
 JP0437'COPPER-COATED ROD, ENCLOSED IN A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0088 ***********************************************************************
 MT0088  DESIGNATION -  103 JD
 MT0088  PID         -  MT0088
 MT0088  STATE/COUNTY-  NV/ELKO
 MT0088  USGS QUAD   -  DELANO PEAK (1989)
 MT0088
 MT0088                         *CURRENT SURVEY CONTROL
 MT0088  ___________________________________________________________________
 MT0088* NAD 83(1986)-  41 30 59.     (N)    114 18 37.     (W)     SCALED    
 MT0088* NAVD 88     -      1561.369  (meters)    5122.59   (feet)  ADJUSTED  
 MT0088  ___________________________________________________________________
 MT0088  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 MT0088  DYNAMIC HT  -        1560.197 (meters)    5118.75  (feet)  COMP
 MT0088  MODELED GRAV-     979,817.3   (mgal)                       NAVD 88
 MT0088
 MT0088  VERT ORDER  -  SECOND    CLASS 0
 MT0088
 MT0088.The horizontal coordinates were scaled from a topographic map and have
 MT0088.an estimated accuracy of +/- 6 seconds.
 MT0088
 MT0088.The orthometric height was determined by differential leveling
 MT0088.and adjusted by the National Geodetic Survey in June 1991..
 MT0088
 MT0088.The geoid height was determined by GEOID03.
 MT0088
 MT0088.The dynamic height is computed by dividing the NAVD 88
 MT0088.geopotential number by the normal gravity value computed on the
 MT0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0088.degrees latitude (g = 980.6199 gals.).
 MT0088
 MT0088.The modeled gravity was interpolated from observed gravity values.
 MT0088
 MT0088;                    North         East    Units  Estimated Accuracy
 MT0088;SPC NV E     - 8,751,770.      306,260.      MT  (+/- 180 meters Scaled)
 MT0088
 MT0088                          SUPERSEDED SURVEY CONTROL
 MT0088
 MT0088  NGVD 29 (??/??/92) 1560.269  (m)         5118.98   (f) ADJ UNCH    2 0
 MT0088
 MT0088.Superseded values are not recommended for survey control.
 MT0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0088.See file dsdata.txt to determine how the superseded data were derived.
 MT0088
 MT0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF244995(NAD 83)
 MT0088_MARKER: DD = SURVEY DISK
 MT0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0088_STAMPING: 103 JD 1956 5119
 MT0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0088+STABILITY: SURFACE MOTION
 MT0088
 MT0088  HISTORY     - Date     Condition        Report By
 MT0088  HISTORY     - 1956     MONUMENTED       USGS
 MT0088  HISTORY     - 1958     GOOD             NGS
 MT0088
 MT0088                          STATION DESCRIPTION
 MT0088
 MT0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0088'22.1 MI NW FROM MONTELLO.
 MT0088'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0088'MONTELLO, THENCE 21.95 MILES NORTH AND NORTHWEST ALONG A GRAVEL ROAD,
 MT0088'ON THE INSIDE OF A LONG CURVE, 56 FEET SOUTH OF THE CENTER OF THE Y
 MT0088'JUNCTION OF A FORMER ALIGNMENT OF THE ROAD, 38 FEET SOUTHWEST OF THE
 MT0088'CENTER LINE OF THE MAIN ROAD, 0.5 FOOT SOUTHEAST OF A WITNESS POST,
 MT0088'1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MT0088'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0416 ***********************************************************************
 MV0416  DESIGNATION -  103 LRC
 MV0416  PID         -  MV0416
 MV0416  STATE/COUNTY-  NV/WASHOE
 MV0416  USGS QUAD   -  HART MOUNTAIN (1978)
 MV0416
 MV0416                         *CURRENT SURVEY CONTROL
 MV0416  ___________________________________________________________________
 MV0416* NAD 83(1986)-  41 15 12.     (N)    119 33 29.     (W)     SCALED    
 MV0416* NAVD 88     -      1739.154  (meters)    5705.87   (feet)  ADJUSTED  
 MV0416  ___________________________________________________________________
 MV0416  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 MV0416  DYNAMIC HT  -        1737.759 (meters)    5701.30  (feet)  COMP
 MV0416  MODELED GRAV-     979,759.2   (mgal)                       NAVD 88
 MV0416
 MV0416  VERT ORDER  -  SECOND    CLASS 0
 MV0416
 MV0416.The horizontal coordinates were scaled from a topographic map and have
 MV0416.an estimated accuracy of +/- 6 seconds.
 MV0416
 MV0416.The orthometric height was determined by differential leveling
 MV0416.and adjusted by the National Geodetic Survey in June 1991..
 MV0416
 MV0416.The geoid height was determined by GEOID03.
 MV0416
 MV0416.The dynamic height is computed by dividing the NAVD 88
 MV0416.geopotential number by the normal gravity value computed on the
 MV0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0416.degrees latitude (g = 980.6199 gals.).
 MV0416
 MV0416.The modeled gravity was interpolated from observed gravity values.
 MV0416
 MV0416;                    North         East    Units  Estimated Accuracy
 MV0416;SPC NV W     - 4,722,240.      718,310.      MT  (+/- 180 meters Scaled)
 MV0416
 MV0416                          SUPERSEDED SURVEY CONTROL
 MV0416
 MV0416.No superseded survey control is available for this station.
 MV0416
 MV0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF856700(NAD 83)
 MV0416_MARKER: DD = SURVEY DISK
 MV0416_SETTING: 66 = SET IN ROCK OUTCROP
 MV0416_SP_SET: BEDROCK
 MV0416_STAMPING: 103 LRC 1972 5702
 MV0416_MARK LOGO: USGS  
 MV0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0416+STABILITY: POSITION/ELEVATION WELL
 MV0416
 MV0416  HISTORY     - Date     Condition        Report By
 MV0416  HISTORY     - 1972     MONUMENTED       USGS
 MV0416
 MV0416                          STATION DESCRIPTION
 MV0416
 MV0416'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0416'49.4 KM (30.70 MI) SE FROM VYA.
 MV0416'VYA, 2.0 MILES SOUTHWEST OF, THENCE 28.7 MILES SOUTHEAST ALONG STATE
 MV0416'HIGHWAY 34 TO A FLAT AND A Y-ROAD SOUTH, 2.0 MILES DOWNGRADE FROM A
 MV0416'CATTLEGUARD, 130 FEET SOUTHEAST OF THE CENTERLINE OF THE SIDE ROAD
 MV0416'SOUTH, AND 94 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 MV0416'IN A ROCK OUTCROP.
 MV0416'THE MARK IS 3 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0716 ***********************************************************************
 LQ0716  DESIGNATION -  10319
 LQ0716  PID         -  LQ0716
 LQ0716  STATE/COUNTY-  NV/WHITE PINE
 LQ0716  USGS QUAD   -  SHERMAN MTN (1985)
 LQ0716
 LQ0716                         *CURRENT SURVEY CONTROL
 LQ0716  ___________________________________________________________________
 LQ0716* NAD 83(1994)-  40 07 08.82996(N)    115 35 11.34398(W)     ADJUSTED  
 LQ0716* NAVD 88     -      3146.9    (meters)   10324.     (feet)  VERTCON   
 LQ0716  ___________________________________________________________________
 LQ0716  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 LQ0716  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 LQ0716
 LQ0716  HORZ ORDER  -  FIRST
 LQ0716
 LQ0716.The horizontal coordinates were established by classical geodetic methods
 LQ0716.and adjusted by the National Geodetic Survey in June 1998..
 LQ0716
 LQ0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0716
 LQ0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0716
 LQ0716.The geoid height was determined by GEOID03.
 LQ0716
 LQ0716;                    North         East     Units Scale Factor Converg.
 LQ0716;SPC NV E     - 8,595,837.635   199,731.410   MT  0.99990000   -0 00 07.3
 LQ0716;SPC NV E     -28,201,510.64    655,285.47   sFT  0.99990000   -0 00 07.3
 LQ0716;UTM  11      - 4,441,935.954   620,449.442   MT  0.99977860   +0 54 39.4
 LQ0716
 LQ0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0716!SPC NV E     -   0.99950961  x   0.99990000  =   0.99940966
 LQ0716!UTM  11      -   0.99950961  x   0.99977860  =   0.99928832
 LQ0716
 LQ0716:                Primary Azimuth Mark                     Grid Az
 LQ0716:SPC NV E     -  PEARL PEAK                               016 49 29.6
 LQ0716:UTM  11      -  PEARL PEAK                               015 54 42.9
 LQ0716
 LQ0716|---------------------------------------------------------------------|
 LQ0716| PID    Reference Object                     Distance      Geod. Az  |
 LQ0716|                                                           dddmmss.s |
 LQ0716| LQ0715 PEARL PEAK                          APPROX.13.5 KM 0164922.3 |
 LQ0716| DD5254 10319 RM 1                            5.151 METERS 06938     |
 LQ0716| DD5255 10319 RM 2                           13.404 METERS 22938     |
 LQ0716|---------------------------------------------------------------------|
 LQ0716
 LQ0716                          SUPERSEDED SURVEY CONTROL
 LQ0716
 LQ0716  NAD 83(1986)-  40 07 08.82832(N)    115 35 11.33956(W) AD(       ) 1
 LQ0716  NAD 27      -  40 07 09.07715(N)    115 35 08.16421(W) AD(       ) 1
 LQ0716  NGVD 29 (07/19/86) 3145.5    (m)        10320.     (f) VERT ANG       
 LQ0716
 LQ0716.Superseded values are not recommended for survey control.
 LQ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0716.See file dsdata.txt to determine how the superseded data were derived.
 LQ0716
 LQ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE2044941936(NAD 83)
 LQ0716_MARKER: DS = TRIANGULATION STATION DISK
 LQ0716_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0716_SP_SET: PARTIALLY EXPOSED BEDROCK
 LQ0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0716+STABILITY: POSITION/ELEVATION WELL
 LQ0716
 LQ0716  HISTORY     - Date     Condition        Report By
 LQ0716  HISTORY     - 1947     MONUMENTED       USGS
 LQ0716  HISTORY     - 1965     GOOD             USGS
 LQ0716  HISTORY     - 1966     GOOD             USGS
 LQ0716
 LQ0716                          STATION DESCRIPTION
 LQ0716
 LQ0716'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (FAR)
 LQ0716'STATION IS ON THE HIGHEST AND MOST NORTHEAST POINT ON SHERMAN
 LQ0716'MTN.  IT IS A STANDARD U.S. GEOLOGICAL TRIANGULATION BENCH
 LQ0716'MARK AND IS STAMPED 10319 1934.
 LQ0716'
 LQ0716'THE MARK IS SET IN BEDROCK ABOUT MIDWAY OR ABOUT 50 FEET
 LQ0716'SW OF THE NE END OF THE RIDGE THAT FORMS THE HIGH POINT.
 LQ0716'THERE IS ANOTHER POINT OF NEARLY THE SAME ELEVATION ABOUT
 LQ0716'150 YARDS TO THE SW AND IS JUST ON THE SOUTHERN EDGE OF THE
 LQ0716'LINE TO STATION SHERMAN, FROM STATION SHERMAN THIS POINT
 LQ0716'APPEARS TO BE THE HIGHEST BUT ONLY BECAUSE IT IS CLOSER.
 LQ0716'
 LQ0716'THERE WERE NO REFERENCE MARKS SET AND STATION SHERMAN MUST
 LQ0716'BE USED AS THE AZIMUTH MARK AND REFERENCE.  DISTANCE ABOUT
 LQ0716'0.6 MILE
 LQ0716'
 LQ0716'TO REACH FROM JIGGS GO SOUTH ON THE EUREKA ROAD FOR ABOUT
 LQ0716'17 MILES TO THE SADDLER RANCH.  CONTINUE FOR 1.6 MILES TO A
 LQ0716'FORK.  KEEP LEFT AND FOLLOW THE MTR FOR 4.35 MILES TO A
 LQ0716'FORK.  KEEP LEFT FOR 0.15 MILE TO A GATE, PASS THROUGH AND
 LQ0716'CONTINUE 0.6 MILE TO A FORK, KEEP LEFT FOR 1.15 MILE TO THE
 LQ0716'OLD PETERS RANCH YARD AND GATE TO THE MEADOW, (GATE IS TO
 LQ0716'THE RIGHT OF THE CORRALS AND ABOUT 25 YARDS NE OF THE LOG
 LQ0716'SHACK BARNS), PASS THROUGH THE GATE INTO THE MEADOW (PASTURE)
 LQ0716'AND FOLLOW THE MTR FOR 0.75 MILE TO A GATE, PASS THROUGH
 LQ0716'AND GO THROUGH MEADOW FOR 0.5 MILE TO ANOTHER GATE, PASS
 LQ0716'THROUGH AND GO 0.3 MILE TO A FORK, KEEP RIGHT FOR 0.5 MILE
 LQ0716'TO ETT AT A SPRING AND WATERING TANK IN A CANYON.  NOTE
 LQ0716'THIS IS ETT FOR 2 WHEEL DRIVE EQUIPEMENT BUT 4 X 4
 LQ0716'EQUIPMENT CAN EITHER GO ON UP THE CANYON OR CLIMB THE
 LQ0716'RIDGE TO THE RIGHT OF THE CANYON, BY GOING UP THE CANYON
 LQ0716'PACKING TIME IS CUT DOWN ABOUT 45 MINUTES AND BY GOING
 LQ0716'UP ON THE RIDGE WHICH IS A LITTLE HARDER TO DO BECAUSE
 LQ0716'OF SAGE BRUSH AND ROCKS ONE CAN CUT THE PACKING TIME DOWN
 LQ0716'TO 1 HOUR.  FROM THE WATER TANK, WALK UP THE CANYON FOR ABOUT
 LQ0716'1 HOUR THEN START TO CUT UP THE SIDE OF THE RIDGE HEADING
 LQ0716'FOR A LARGE SADDLE JUST BELOW A GRAY ROCKY RIDGE POINT
 LQ0716'(STATION SHERMAN), AFTER REACHING SADDLE, TURN LEFT AND
 LQ0716'STAY ON THE N SIDE OF THE GRAY RIDGE UNTIL JUST BELOW A
 LQ0716'HIGH ROCKY PEAK.  CROSS BELOW AND ON THE S SIDE OF THE
 LQ0716'HIGH PEAK (STATION NOW BECOMES VISIBLE AS A SHOULDER TO
 LQ0716'ANOTHER HIGH PEAK TO THE NE), HEAD TOWARDS THE HIGH PEAK
 LQ0716'AND STAY ON ITS LEFT SIDE AND INTO A SADDLE BETWEEN IT AND
 LQ0716'THE STATION PEAK, THENCE UP ONTO THE HIGHEST PEAK AND
 LQ0716'STATION.
 LQ0716
 LQ0716                          STATION RECOVERY (1965)
 LQ0716
 LQ0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (CAA)
 LQ0716'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 LQ0716'REFERENCE MARKS 1 AND 2 WERE ESTABLISHED AT THIS TIME.  THE
 LQ0716'OBSERVING UNIT REACHED THE STATION LATE AND WAS UNABLE TO
 LQ0716'POST STATION SHERMAN FOR AN AZIMUTH MARK.  A COMPLETE RECOVERY
 LQ0716'NOTE FOLLOWS.
 LQ0716'
 LQ0716'THE STATION IS LOCATED ON THE HIGHEST PART OF SHERMAN MOUNTAIN
 LQ0716'AT AN ELEVATION OF ABOUT 10319 FEET.  IT IS ABOUT 42 MILES
 LQ0716'AIRLINE WEST-SOUTHWEST OF CURRIE, 22 MILES SOUTH OF JIGGS
 LQ0716'AND 5-1/2 MILES SOUTHWEST OF SHANTY TOWN.
 LQ0716'
 LQ0716'THE STATION MARK IS A USGS TRIANGULATION DISK 10319.  IT IS
 LQ0716'SET IN A DRILL HOLE IN AN OUT CROP OF BEDROCK ON HIGHEST
 LQ0716'PART OF MOUNTAIN.
 LQ0716'
 LQ0716'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 10319 USGS NO
 LQ0716'1 1947.  IT IS SET IN A DRILL HOLE IN A LARGE BOULDER WHICH
 LQ0716'IS ABOUT 4 FEET LOWER THAN THE STATION.
 LQ0716'
 LQ0716'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 10319 USGS NO
 LQ0716'2 1947.  IT IS SET IN A DRILL HOLE IN AN OUT CROP OF BEDROCK.
 LQ0716'IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 LQ0716'
 LQ0716'THE STATION WAS VISITED BY HELICOPTER.
 LQ0716'
 LQ0716'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LQ0716'
 LQ0716'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES
 LQ0716'SOUTHWEST OF SHANTY TOWN
 LQ0716
 LQ0716                          STATION RECOVERY (1966)
 LQ0716
 LQ0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LQ0716'DESCRIPTION AND POSITION IN NGS QUAD 40115-3 STATION 1001 STATION
 LQ0716'MARK--STANDARD TABLET SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK,
 LQ0716'AND STAMPED---10319 1934---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0438 ***********************************************************************
 JP0438  DESIGNATION -  104 DOR
 JP0438  PID         -  JP0438
 JP0438  STATE/COUNTY-  NV/NYE
 JP0438  USGS QUAD   -  BROWN SUMMIT SW (1982)
 JP0438
 JP0438                         *CURRENT SURVEY CONTROL
 JP0438  ___________________________________________________________________
 JP0438* NAD 83(1986)-  38 46 53.     (N)    115 58 11.     (W)     SCALED    
 JP0438* NAVD 88     -      1890.355  (meters)    6201.94   (feet)  ADJUSTED  
 JP0438  ___________________________________________________________________
 JP0438  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 JP0438  DYNAMIC HT  -        1888.289 (meters)    6195.16  (feet)  COMP
 JP0438  MODELED GRAV-     979,468.0   (mgal)                       NAVD 88
 JP0438
 JP0438  VERT ORDER  -  SECOND    CLASS 0
 JP0438
 JP0438.The horizontal coordinates were scaled from a topographic map and have
 JP0438.an estimated accuracy of +/- 6 seconds.
 JP0438
 JP0438.The orthometric height was determined by differential leveling
 JP0438.and adjusted by the National Geodetic Survey in June 1991..
 JP0438
 JP0438.The geoid height was determined by GEOID03.
 JP0438
 JP0438.The dynamic height is computed by dividing the NAVD 88
 JP0438.geopotential number by the normal gravity value computed on the
 JP0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0438.degrees latitude (g = 980.6199 gals.).
 JP0438
 JP0438.The modeled gravity was interpolated from observed gravity values.
 JP0438
 JP0438;                    North         East    Units  Estimated Accuracy
 JP0438;SPC NV C     - 6,447,560.      560,550.      MT  (+/- 180 meters Scaled)
 JP0438
 JP0438                          SUPERSEDED SURVEY CONTROL
 JP0438
 JP0438.No superseded survey control is available for this station.
 JP0438
 JP0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC894930(NAD 83)
 JP0438_MARKER: DD = SURVEY DISK
 JP0438_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0438_SP_SET: COPPER-CLAD STEEL ROD
 JP0438_STAMPING: 104 DOR 1967 6198
 JP0438_MARK LOGO: USGS  
 JP0438_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0438+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0438
 JP0438  HISTORY     - Date     Condition        Report By
 JP0438  HISTORY     - 1967     MONUMENTED       USGS
 JP0438
 JP0438                          STATION DESCRIPTION
 JP0438
 JP0438'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0438'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JP0438'HIGHWAY 6 TO A T-ROAD NORTH, THENCE 6.7 MILES NORTH TO A Y-ROAD
 JP0438'NORTHEAST TO LITTLE SMOKY VALLEY, THENCE 17.0 MILES NORTHEAST TO A
 JP0438'ROAD CROSSING, 50 FEET SOUTHEAST OF THE ROAD CROSSING, 1.5 FEET
 JP0438'NORTHWEST OF A WITNESS, SET ON A COPPER-COATED ROD, ENCLOSED IN A
 JP0438'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0417 ***********************************************************************
 MV0417  DESIGNATION -  104 LRC
 MV0417  PID         -  MV0417
 MV0417  STATE/COUNTY-  NV/WASHOE
 MV0417  USGS QUAD   -  CHESTER LYONS SPRING (1979)
 MV0417
 MV0417                         *CURRENT SURVEY CONTROL
 MV0417  ___________________________________________________________________
 MV0417* NAD 83(1986)-  41 14 50.     (N)    119 32 18.     (W)     SCALED    
 MV0417* NAVD 88     -      1676.461  (meters)    5500.19   (feet)  ADJUSTED  
 MV0417  ___________________________________________________________________
 MV0417  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 MV0417  DYNAMIC HT  -        1675.124 (meters)    5495.80  (feet)  COMP
 MV0417  MODELED GRAV-     979,767.0   (mgal)                       NAVD 88
 MV0417
 MV0417  VERT ORDER  -  SECOND    CLASS 0
 MV0417
 MV0417.The horizontal coordinates were scaled from a topographic map and have
 MV0417.an estimated accuracy of +/- 6 seconds.
 MV0417
 MV0417.The orthometric height was determined by differential leveling
 MV0417.and adjusted by the National Geodetic Survey in June 1991..
 MV0417
 MV0417.The geoid height was determined by GEOID03.
 MV0417
 MV0417.The dynamic height is computed by dividing the NAVD 88
 MV0417.geopotential number by the normal gravity value computed on the
 MV0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0417.degrees latitude (g = 980.6199 gals.).
 MV0417
 MV0417.The modeled gravity was interpolated from observed gravity values.
 MV0417
 MV0417;                    North         East    Units  Estimated Accuracy
 MV0417;SPC NV W     - 4,721,540.      719,960.      MT  (+/- 180 meters Scaled)
 MV0417
 MV0417                          SUPERSEDED SURVEY CONTROL
 MV0417
 MV0417.No superseded survey control is available for this station.
 MV0417
 MV0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF873693(NAD 83)
 MV0417_MARKER: DD = SURVEY DISK
 MV0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0417_SP_SET: CONCRETE POST
 MV0417_STAMPING: 104 LRC 1972 5496
 MV0417_MARK LOGO: USGS  
 MV0417_PROJECTION: FLUSH
 MV0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0417+STABILITY: SURFACE MOTION
 MV0417
 MV0417  HISTORY     - Date     Condition        Report By
 MV0417  HISTORY     - 1972     MONUMENTED       USGS
 MV0417
 MV0417                          STATION DESCRIPTION
 MV0417
 MV0417'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0417'49.9 KM (31.00 MI) SE FROM VYA.
 MV0417'VYA, 2.0 MILES SOUTHWEST OF, THENCE 29.9 MILES SOUTHEAST ALONG STATE
 MV0417'HIGHWAY 34 TO A CURVE AT A T-TRACK ROAD NORTHEAST, 3.7 MILES NORTH OF
 MV0417'GRASS VALLEY ROAD, 76 FEET SOUTHWEST OF THE CENTERLINE OF THE
 MV0417'HIGHWAY, AND 35 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0439 ***********************************************************************
 JP0439  DESIGNATION -  105 DOR
 JP0439  PID         -  JP0439
 JP0439  STATE/COUNTY-  NV/NYE
 JP0439  USGS QUAD   -  BROWN SUMMIT SW (1982)
 JP0439
 JP0439                         *CURRENT SURVEY CONTROL
 JP0439  ___________________________________________________________________
 JP0439* NAD 83(1986)-  38 46 28.     (N)    115 59 13.     (W)     SCALED    
 JP0439* NAVD 88     -      1913.267  (meters)    6277.11   (feet)  ADJUSTED  
 JP0439  ___________________________________________________________________
 JP0439  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 JP0439  DYNAMIC HT  -        1911.172 (meters)    6270.24  (feet)  COMP
 JP0439  MODELED GRAV-     979,465.1   (mgal)                       NAVD 88
 JP0439
 JP0439  VERT ORDER  -  SECOND    CLASS 0
 JP0439
 JP0439.The horizontal coordinates were scaled from a topographic map and have
 JP0439.an estimated accuracy of +/- 6 seconds.
 JP0439
 JP0439.The orthometric height was determined by differential leveling
 JP0439.and adjusted by the National Geodetic Survey in June 1991..
 JP0439
 JP0439.The geoid height was determined by GEOID03.
 JP0439
 JP0439.The dynamic height is computed by dividing the NAVD 88
 JP0439.geopotential number by the normal gravity value computed on the
 JP0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0439.degrees latitude (g = 980.6199 gals.).
 JP0439
 JP0439.The modeled gravity was interpolated from observed gravity values.
 JP0439
 JP0439;                    North         East    Units  Estimated Accuracy
 JP0439;SPC NV C     - 6,446,780.      559,060.      MT  (+/- 180 meters Scaled)
 JP0439
 JP0439                          SUPERSEDED SURVEY CONTROL
 JP0439
 JP0439.No superseded survey control is available for this station.
 JP0439
 JP0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC880922(NAD 83)
 JP0439_MARKER: DD = SURVEY DISK
 JP0439_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0439_SP_SET: COPPER-CLAD STEEL ROD
 JP0439_STAMPING: 105 DOR 1967 6273
 JP0439_MARK LOGO: USGS  
 JP0439_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0439+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0439
 JP0439  HISTORY     - Date     Condition        Report By
 JP0439  HISTORY     - 1967     MONUMENTED       USGS
 JP0439
 JP0439                          STATION DESCRIPTION
 JP0439
 JP0439'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0439'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JP0439'HIGHWAY 6, THENCE 6.7 MILES NORTH TO A Y-ROAD NORTHEAST TO LITTLE
 JP0439'SMOKY VALLEY, THENCE 16.4 MILES NORTHEAST, 60 FEET EAST AND 2.5 FEET
 JP0439'HIGHER THAN THE ROAD, 1 FOOT NORTHWEST OF A WITNESS, SET ON A
 JP0439'COPPER-COATED ROD, ENCLOSED IN A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0418 ***********************************************************************
 MV0418  DESIGNATION -  105 LRC
 MV0418  PID         -  MV0418
 MV0418  STATE/COUNTY-  NV/WASHOE
 MV0418  USGS QUAD   -  CHESTER LYONS SPRING (1979)
 MV0418
 MV0418                         *CURRENT SURVEY CONTROL
 MV0418  ___________________________________________________________________
 MV0418* NAD 83(1986)-  41 14 11.     (N)    119 31 16.     (W)     SCALED    
 MV0418* NAVD 88     -      1642.227  (meters)    5387.87   (feet)  ADJUSTED  
 MV0418  ___________________________________________________________________
 MV0418  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 MV0418  DYNAMIC HT  -        1640.927 (meters)    5383.61  (feet)  COMP
 MV0418  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 MV0418
 MV0418  VERT ORDER  -  SECOND    CLASS 0
 MV0418
 MV0418.The horizontal coordinates were scaled from a topographic map and have
 MV0418.an estimated accuracy of +/- 6 seconds.
 MV0418
 MV0418.The orthometric height was determined by differential leveling
 MV0418.and adjusted by the National Geodetic Survey in June 1991..
 MV0418
 MV0418.The geoid height was determined by GEOID03.
 MV0418
 MV0418.The dynamic height is computed by dividing the NAVD 88
 MV0418.geopotential number by the normal gravity value computed on the
 MV0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0418.degrees latitude (g = 980.6199 gals.).
 MV0418
 MV0418.The modeled gravity was interpolated from observed gravity values.
 MV0418
 MV0418;                    North         East    Units  Estimated Accuracy
 MV0418;SPC NV W     - 4,720,320.      721,390.      MT  (+/- 180 meters Scaled)
 MV0418
 MV0418                          SUPERSEDED SURVEY CONTROL
 MV0418
 MV0418.No superseded survey control is available for this station.
 MV0418
 MV0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF887680(NAD 83)
 MV0418_MARKER: DD = SURVEY DISK
 MV0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0418_SP_SET: CONCRETE POST
 MV0418_STAMPING: 105 LRC 1972 5384
 MV0418_MARK LOGO: USGS  
 MV0418_PROJECTION: FLUSH
 MV0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0418+STABILITY: SURFACE MOTION
 MV0418
 MV0418  HISTORY     - Date     Condition        Report By
 MV0418  HISTORY     - 1972     MONUMENTED       USGS
 MV0418
 MV0418                          STATION DESCRIPTION
 MV0418
 MV0418'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0418'53.3 KM (33.10 MI) SE FROM VYA.
 MV0418'VYA, 2.0 MILES SOUTHWEST OF, THENCE 31.1 MILES SOUTHEAST ALONG STATE
 MV0418'HIGHWAY 34 TO A CURVE EAST, AT THE END OF A LONG STRAIGHT STRETCH,
 MV0418'2.5 MILES NORTH OF GRASS VALLEY ROAD, 120 FEET NORTHEAST OF A DRAIN,
 MV0418'AND 50 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0585 ***********************************************************************
 JQ0585  DESIGNATION -  106 DOR
 JQ0585  PID         -  JQ0585
 JQ0585  STATE/COUNTY-  NV/NYE
 JQ0585  USGS QUAD   -  RED RING MTN (1968)
 JQ0585
 JQ0585                         *CURRENT SURVEY CONTROL
 JQ0585  ___________________________________________________________________
 JQ0585* NAD 83(1986)-  38 45 58.     (N)    116 00 21.     (W)     SCALED    
 JQ0585* NAVD 88     -      1917.416  (meters)    6290.72   (feet)  ADJUSTED  
 JQ0585  ___________________________________________________________________
 JQ0585  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 JQ0585  DYNAMIC HT  -        1915.314 (meters)    6283.83  (feet)  COMP
 JQ0585  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 JQ0585
 JQ0585  VERT ORDER  -  SECOND    CLASS 0
 JQ0585
 JQ0585.The horizontal coordinates were scaled from a topographic map and have
 JQ0585.an estimated accuracy of +/- 6 seconds.
 JQ0585
 JQ0585.The orthometric height was determined by differential leveling
 JQ0585.and adjusted by the National Geodetic Survey in June 1991..
 JQ0585
 JQ0585.The geoid height was determined by GEOID03.
 JQ0585
 JQ0585.The dynamic height is computed by dividing the NAVD 88
 JQ0585.geopotential number by the normal gravity value computed on the
 JQ0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0585.degrees latitude (g = 980.6199 gals.).
 JQ0585
 JQ0585.The modeled gravity was interpolated from observed gravity values.
 JQ0585
 JQ0585;                    North         East    Units  Estimated Accuracy
 JQ0585;SPC NV C     - 6,445,840.      557,430.      MT  (+/- 180 meters Scaled)
 JQ0585
 JQ0585                          SUPERSEDED SURVEY CONTROL
 JQ0585
 JQ0585.No superseded survey control is available for this station.
 JQ0585
 JQ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC863912(NAD 83)
 JQ0585_MARKER: DD = SURVEY DISK
 JQ0585_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0585_SP_SET: COPPER-CLAD STEEL ROD
 JQ0585_STAMPING: 106 DOR 1967 6287
 JQ0585_MARK LOGO: USGS  
 JQ0585_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0585+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0585
 JQ0585  HISTORY     - Date     Condition        Report By
 JQ0585  HISTORY     - 1967     MONUMENTED       USGS
 JQ0585
 JQ0585                          STATION DESCRIPTION
 JQ0585
 JQ0585'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0585'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0585'HIGHWAY 6, THENCE 6.7 MILES NORTH TO A Y-ROAD NORTHEAST TO LITTLE
 JQ0585'SMOKY VALLEY, THENCE 15.2 MILES NORTHEAST TO A SMALL DRAIN CROSSING,
 JQ0585'120 FEET WEST OF THE DRAIN CROSSING, 80 FEET NORTHEAST OF THE ROAD, 1
 JQ0585'FOOT SOUTHEAST OF A WITNESS, SET ON A COPPER-COATED ROD, ENCLOSED BY A
 JQ0585'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0419 ***********************************************************************
 MV0419  DESIGNATION -  106 LRC
 MV0419  PID         -  MV0419
 MV0419  STATE/COUNTY-  NV/WASHOE
 MV0419  USGS QUAD   -  BUTTE SPRING (1979)
 MV0419
 MV0419                         *CURRENT SURVEY CONTROL
 MV0419  ___________________________________________________________________
 MV0419* NAD 83(1986)-  41 13 49.     (N)    119 30 01.     (W)     SCALED    
 MV0419* NAVD 88     -      1628.355  (meters)    5342.36   (feet)  ADJUSTED  
 MV0419  ___________________________________________________________________
 MV0419  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 MV0419  DYNAMIC HT  -        1627.064 (meters)    5338.13  (feet)  COMP
 MV0419  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 MV0419
 MV0419  VERT ORDER  -  SECOND    CLASS 0
 MV0419
 MV0419.The horizontal coordinates were scaled from a topographic map and have
 MV0419.an estimated accuracy of +/- 6 seconds.
 MV0419
 MV0419.The orthometric height was determined by differential leveling
 MV0419.and adjusted by the National Geodetic Survey in June 1991..
 MV0419
 MV0419.The geoid height was determined by GEOID03.
 MV0419
 MV0419.The dynamic height is computed by dividing the NAVD 88
 MV0419.geopotential number by the normal gravity value computed on the
 MV0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0419.degrees latitude (g = 980.6199 gals.).
 MV0419
 MV0419.The modeled gravity was interpolated from observed gravity values.
 MV0419
 MV0419;                    North         East    Units  Estimated Accuracy
 MV0419;SPC NV W     - 4,719,620.      723,130.      MT  (+/- 180 meters Scaled)
 MV0419
 MV0419                          SUPERSEDED SURVEY CONTROL
 MV0419
 MV0419.No superseded survey control is available for this station.
 MV0419
 MV0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF904673(NAD 83)
 MV0419_MARKER: DD = SURVEY DISK
 MV0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0419_SP_SET: CONCRETE POST
 MV0419_STAMPING: 106 LRC 1972 5338
 MV0419_MARK LOGO: USGS  
 MV0419_PROJECTION: FLUSH
 MV0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0419+STABILITY: SURFACE MOTION
 MV0419
 MV0419  HISTORY     - Date     Condition        Report By
 MV0419  HISTORY     - 1972     MONUMENTED       USGS
 MV0419
 MV0419                          STATION DESCRIPTION
 MV0419
 MV0419'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0419'55.2 KM (34.30 MI) SE FROM VYA.
 MV0419'VYA, 2.0 MILES SOUTHWEST OF, THENCE 32.3 MILES SOUTHEAST ALONG STATE
 MV0419'HIGHWAY 34 TO THE TOP OF A SLIGHT RISE FROM THE FLAT VALLEY TO THE
 MV0419'SOUTH, 1.4 MILES NORTH OF GRASS VALLEY ROAD, AND 46 FEET EAST OF THE
 MV0419'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0586 ***********************************************************************
 JQ0586  DESIGNATION -  107 DOR
 JQ0586  PID         -  JQ0586
 JQ0586  STATE/COUNTY-  NV/NYE
 JQ0586  USGS QUAD   -  RED RING MTN (1968)
 JQ0586
 JQ0586                         *CURRENT SURVEY CONTROL
 JQ0586  ___________________________________________________________________
 JQ0586* NAD 83(1986)-  38 45 14.     (N)    116 01 13.     (W)     SCALED    
 JQ0586* NAVD 88     -      1932.591  (meters)    6340.51   (feet)  ADJUSTED  
 JQ0586  ___________________________________________________________________
 JQ0586  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 JQ0586  DYNAMIC HT  -        1930.462 (meters)    6333.52  (feet)  COMP
 JQ0586  MODELED GRAV-     979,457.2   (mgal)                       NAVD 88
 JQ0586
 JQ0586  VERT ORDER  -  SECOND    CLASS 0
 JQ0586
 JQ0586.The horizontal coordinates were scaled from a topographic map and have
 JQ0586.an estimated accuracy of +/- 6 seconds.
 JQ0586
 JQ0586.The orthometric height was determined by differential leveling
 JQ0586.and adjusted by the National Geodetic Survey in June 1991..
 JQ0586
 JQ0586.The geoid height was determined by GEOID03.
 JQ0586
 JQ0586.The dynamic height is computed by dividing the NAVD 88
 JQ0586.geopotential number by the normal gravity value computed on the
 JQ0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0586.degrees latitude (g = 980.6199 gals.).
 JQ0586
 JQ0586.The modeled gravity was interpolated from observed gravity values.
 JQ0586
 JQ0586;                    North         East    Units  Estimated Accuracy
 JQ0586;SPC NV C     - 6,444,480.      556,180.      MT  (+/- 180 meters Scaled)
 JQ0586
 JQ0586                          SUPERSEDED SURVEY CONTROL
 JQ0586
 JQ0586.No superseded survey control is available for this station.
 JQ0586
 JQ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC851899(NAD 83)
 JQ0586_MARKER: DD = SURVEY DISK
 JQ0586_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0586_SP_SET: COPPER-CLAD STEEL ROD
 JQ0586_STAMPING: 107 DOR 1967 6336
 JQ0586_MARK LOGO: USGS  
 JQ0586_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0586+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0586
 JQ0586  HISTORY     - Date     Condition        Report By
 JQ0586  HISTORY     - 1967     MONUMENTED       USGS
 JQ0586
 JQ0586                          STATION DESCRIPTION
 JQ0586
 JQ0586'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0586'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0586'HIGHWAY 6, THENCE 6.7 MILES NORTH TO A Y-ROAD NORTHEAST TO LITTLE
 JQ0586'SMOKY VALLEY, THENCE 14.1 MILES NORTHEAST TO A ROAD CROSSING, 50 FEET
 JQ0586'EAST OF THE ROAD CROSSING NORTHEAST, 35 FEET NORTHEAST OF THE ROAD, 20
 JQ0586'FEET NORTHWEST OF THE OLD ROAD, 1.5 FEET NORTHWEST OF A WITNESS, ON
 JQ0586'A COPPER-COATED ROD, ENCLOSED BY A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0611 ***********************************************************************
 JP0611  DESIGNATION -  107 DOR
 JP0611  PID         -  JP0611
 JP0611  STATE/COUNTY-  NV/WHITE PINE
 JP0611  USGS QUAD   -  LAKE VALLEY SUMMIT (1978)
 JP0611
 JP0611                         *CURRENT SURVEY CONTROL
 JP0611  ___________________________________________________________________
 JP0611* NAD 83(1986)-  38 46 04.     (N)    114 31 51.     (W)     SCALED    
 JP0611* NAVD 88     -      1775.235  (meters)    5824.25   (feet)  ADJUSTED  
 JP0611  ___________________________________________________________________
 JP0611  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 JP0611  DYNAMIC HT  -        1773.313 (meters)    5817.94  (feet)  COMP
 JP0611  MODELED GRAV-     979,482.9   (mgal)                       NAVD 88
 JP0611
 JP0611  VERT ORDER  -  SECOND    CLASS 0
 JP0611
 JP0611.The horizontal coordinates were scaled from a topographic map and have
 JP0611.an estimated accuracy of +/- 6 seconds.
 JP0611
 JP0611.The orthometric height was determined by differential leveling
 JP0611.and adjusted by the National Geodetic Survey in August 1995..
 JP0611
 JP0611.The geoid height was determined by GEOID03.
 JP0611
 JP0611.The dynamic height is computed by dividing the NAVD 88
 JP0611.geopotential number by the normal gravity value computed on the
 JP0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0611.degrees latitude (g = 980.6199 gals.).
 JP0611
 JP0611.The modeled gravity was interpolated from observed gravity values.
 JP0611
 JP0611;                    North         East    Units  Estimated Accuracy
 JP0611;SPC NV E     - 8,446,350.      291,460.      MT  (+/- 180 meters Scaled)
 JP0611
 JP0611                          SUPERSEDED SURVEY CONTROL
 JP0611
 JP0611.No superseded survey control is available for this station.
 JP0611
 JP0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC145939(NAD 83)
 JP0611_MARKER: DD = SURVEY DISK
 JP0611_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0611_SP_SET: COPPER-CLAD STEEL ROD
 JP0611_STAMPING: 107 DOR 1971 5820
 JP0611_MARK LOGO: USGS  
 JP0611_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0611
 JP0611  HISTORY     - Date     Condition        Report By
 JP0611  HISTORY     - 1971     MONUMENTED       USGS
 JP0611
 JP0611                          STATION DESCRIPTION
 JP0611
 JP0611'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0611'FROM THE POST OFFICE AT ELY, PROCEED 47 MILES SOUTH ALONG U S HIGHWAY
 JP0611'93 TO A T-ROAD EAST TO ATLANTA, THENCE 2.1 MILES EAST, 0.07 MILE
 JP0611'NORTHEAST OF A ROAD CROSSING, 50 FEET NORTH OF THE CENTERLINE OF THE
 JP0611'ROAD, 42 FEET SOUTHEAST OF THE CENTERLINE OF A DIM ROAD, 2 FEET SOUTH
 JP0611'OF A WITNESS POST,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL
 JP0611'ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0420 ***********************************************************************
 MV0420  DESIGNATION -  107 LRC
 MV0420  PID         -  MV0420
 MV0420  STATE/COUNTY-  NV/WASHOE
 MV0420  USGS QUAD   -  BUTTE SPRING (1979)
 MV0420
 MV0420                         *CURRENT SURVEY CONTROL
 MV0420  ___________________________________________________________________
 MV0420* NAD 83(1986)-  41 13 37.     (N)    119 29 28.     (W)     SCALED    
 MV0420* NAVD 88     -      1617.994  (meters)    5308.37   (feet)  ADJUSTED  
 MV0420  ___________________________________________________________________
 MV0420  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 MV0420  DYNAMIC HT  -        1616.712 (meters)    5304.16  (feet)  COMP
 MV0420  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 MV0420
 MV0420  VERT ORDER  -  SECOND    CLASS 0
 MV0420
 MV0420.The horizontal coordinates were scaled from a topographic map and have
 MV0420.an estimated accuracy of +/- 6 seconds.
 MV0420
 MV0420.The orthometric height was determined by differential leveling
 MV0420.and adjusted by the National Geodetic Survey in June 1991..
 MV0420
 MV0420.The geoid height was determined by GEOID03.
 MV0420
 MV0420.The dynamic height is computed by dividing the NAVD 88
 MV0420.geopotential number by the normal gravity value computed on the
 MV0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0420.degrees latitude (g = 980.6199 gals.).
 MV0420
 MV0420.The modeled gravity was interpolated from observed gravity values.
 MV0420
 MV0420;                    North         East    Units  Estimated Accuracy
 MV0420;SPC NV W     - 4,719,240.      723,890.      MT  (+/- 180 meters Scaled)
 MV0420
 MV0420                          SUPERSEDED SURVEY CONTROL
 MV0420
 MV0420.No superseded survey control is available for this station.
 MV0420
 MV0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF912669(NAD 83)
 MV0420_MARKER: DD = SURVEY DISK
 MV0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0420_SP_SET: CONCRETE POST
 MV0420_STAMPING: 107 LRC 1972 5304
 MV0420_MARK LOGO: USGS  
 MV0420_PROJECTION: FLUSH
 MV0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0420+STABILITY: SURFACE MOTION
 MV0420
 MV0420  HISTORY     - Date     Condition        Report By
 MV0420  HISTORY     - 1972     MONUMENTED       USGS
 MV0420
 MV0420                          STATION DESCRIPTION
 MV0420
 MV0420'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0420'56.0 KM (34.80 MI) SE FROM VYA.
 MV0420'VYA, 2.0 MILES SOUTHWEST OF, THENCE 32.8 MILES SOUTHEAST ALONG STATE
 MV0420'HIGHWAY 34 TO A T-ROAD EAST TO DENIO RANCH, 0.8 MILES NORTH OF
 MV0420'THE GRASS VALLEY ROAD JUNCTION, 300 FEET NORTH OF THE T-ROAD EAST,
 MV0420'106 FEET NORTH OF THE TOP OF AN EARTH STOCK LOADING RAMP, AND 63
 MV0420'FEET ENE OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0587 ***********************************************************************
 JQ0587  DESIGNATION -  108 DOR
 JQ0587  PID         -  JQ0587
 JQ0587  STATE/COUNTY-  NV/NYE
 JQ0587  USGS QUAD   -  CHAOS CREEK (1967)
 JQ0587
 JQ0587                         *CURRENT SURVEY CONTROL
 JQ0587  ___________________________________________________________________
 JQ0587* NAD 83(1986)-  38 44 17.     (N)    116 01 08.     (W)     SCALED    
 JQ0587* NAVD 88     -      1913.170  (meters)    6276.79   (feet)  ADJUSTED  
 JQ0587  ___________________________________________________________________
 JQ0587  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 JQ0587  DYNAMIC HT  -        1911.060 (meters)    6269.87  (feet)  COMP
 JQ0587  MODELED GRAV-     979,457.2   (mgal)                       NAVD 88
 JQ0587
 JQ0587  VERT ORDER  -  SECOND    CLASS 0
 JQ0587
 JQ0587.The horizontal coordinates were scaled from a topographic map and have
 JQ0587.an estimated accuracy of +/- 6 seconds.
 JQ0587
 JQ0587.The orthometric height was determined by differential leveling
 JQ0587.and adjusted by the National Geodetic Survey in June 1991..
 JQ0587
 JQ0587.The geoid height was determined by GEOID03.
 JQ0587
 JQ0587.The dynamic height is computed by dividing the NAVD 88
 JQ0587.geopotential number by the normal gravity value computed on the
 JQ0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0587.degrees latitude (g = 980.6199 gals.).
 JQ0587
 JQ0587.The modeled gravity was interpolated from observed gravity values.
 JQ0587
 JQ0587;                    North         East    Units  Estimated Accuracy
 JQ0587;SPC NV C     - 6,442,720.      556,320.      MT  (+/- 180 meters Scaled)
 JQ0587
 JQ0587                          SUPERSEDED SURVEY CONTROL
 JQ0587
 JQ0587.No superseded survey control is available for this station.
 JQ0587
 JQ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC852881(NAD 83)
 JQ0587_MARKER: DD = SURVEY DISK
 JQ0587_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0587_SP_SET: COPPER-CLAD STEEL ROD
 JQ0587_STAMPING: 108 DOR 1967 6273
 JQ0587_MARK LOGO: USGS  
 JQ0587_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0587+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0587
 JQ0587  HISTORY     - Date     Condition        Report By
 JQ0587  HISTORY     - 1967     MONUMENTED       USGS
 JQ0587
 JQ0587                          STATION DESCRIPTION
 JQ0587
 JQ0587'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0587'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0587'HIGHWAY 6, THENCE 6.7 MILES NORTH TO A Y-ROAD NORTHEAST TO LITTLE
 JQ0587'SMOKY VALLEY, THENCE 12.9 MILES NORTHEAST, 50 FEET WEST AND 1 FOOT
 JQ0587'HIGHER THAN THE ROAD, 5 FEET NORTH OF A WITNESS, SET ON A
 JQ0587'COPPER-COATED ROD, ENCLOSED BY A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HO0678 ***********************************************************************
 HO0678  DESIGNATION -  108 DOR
 HO0678  PID         -  HO0678
 HO0678  STATE/COUNTY-  NV/CHURCHILL
 HO0678  USGS QUAD   -  MODENA (1972)
 HO0678
 HO0678                         *CURRENT SURVEY CONTROL
 HO0678  ___________________________________________________________________
 HO0678* NAD 83(1986)-  37 48 10.     (N)    113 55 18.     (W)     SCALED    
 HO0678* NAVD 88     -      1671.972  (meters)    5485.46   (feet)  POSTED    
 HO0678  ___________________________________________________________________
 HO0678  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 HO0678  DYNAMIC HT  -        1670.100 (meters)    5479.32  (feet)  COMP
 HO0678  MODELED GRAV-     979,451.7   (mgal)                       NAVD 88
 HO0678
 HO0678  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HO0678
 HO0678.The horizontal coordinates were scaled from a topographic map and have
 HO0678.an estimated accuracy of +/- 6 seconds.
 HO0678
 HO0678.The orthometric height was determined by differential leveling
 HO0678.and adjusted by the National Geodetic Survey in 1992..
 HO0678.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HO0678.rate of 0.0 thru 1.0 mm/km.
 HO0678
 HO0678.The geoid height was determined by GEOID03.
 HO0678
 HO0678.The dynamic height is computed by dividing the NAVD 88
 HO0678.geopotential number by the normal gravity value computed on the
 HO0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HO0678.degrees latitude (g = 980.6199 gals.).
 HO0678
 HO0678.The modeled gravity was interpolated from observed gravity values.
 HO0678
 HO0678;                    North         East    Units  Estimated Accuracy
 HO0678;SPC NV W     - 4,348,970.    1,210,610.      MT  (+/- 180 meters Scaled)
 HO0678
 HO0678                          SUPERSEDED SURVEY CONTROL
 HO0678
 HO0678.No superseded survey control is available for this station.
 HO0678
 HO0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12STG427879(NAD 83)
 HO0678_MARKER: DD = SURVEY DISK
 HO0678_SETTING: 80 = SET IN A BOULDER
 HO0678_SP_SET: HEADWALL
 HO0678_STAMPING: 108 DOR 1971 5482
 HO0678_MARK LOGO: USGS  
 HO0678_MAGNETIC: I = MARKER IS A STEEL ROD
 HO0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HO0678+STABILITY: SURFACE MOTION
 HO0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HO0678+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HO0678
 HO0678  HISTORY     - Date     Condition        Report By
 HO0678  HISTORY     - 1971     MONUMENTED       USGS
 HO0678  HISTORY     - 1971     GOOD             USGS
 HO0678
 HO0678                          STATION DESCRIPTION
 HO0678
 HO0678'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HO0678'IN MODENA, UTAH, FROM THE INTERSECTION OF STATE HIGHWAY 56 AND THE
 HO0678'ROAD NORTH TO GARRISON, PROCEED 0.2 MILES EAST ALONG STATE HIGHWAY 56
 HO0678'TO AN EIGHT FOOT DIAMETER CORRUGATED METAL PIPE CULVERT, 0.3 MILES
 HO0678'WEST OF A RAILROAD OVERPASS, 45 FEET SOUTHWEST OF THE HIGHWAY, IN THE
 HO0678'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL AND 1.5 METERS
 HO0678'(4.9 FEET) BELOW THE HIGHWAY.
 HO0678
 HO0678                          STATION RECOVERY (1971)
 HO0678
 HO0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HO0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0618 ***********************************************************************
 JP0618  DESIGNATION -  108 DOR
 JP0618  PID         -  JP0618
 JP0618  STATE/COUNTY-  NV/WHITE PINE
 JP0618  USGS QUAD   -  MINERVA (1986)
 JP0618
 JP0618                         *CURRENT SURVEY CONTROL
 JP0618  ___________________________________________________________________
 JP0618* NAD 83(1986)-  38 46 21.     (N)    114 27 36.     (W)     SCALED    
 JP0618* NAVD 88     -      1766.036  (meters)    5794.07   (feet)  ADJUSTED  
 JP0618  ___________________________________________________________________
 JP0618  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 JP0618  DYNAMIC HT  -        1764.137 (meters)    5787.84  (feet)  COMP
 JP0618  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 JP0618
 JP0618  VERT ORDER  -  SECOND    CLASS 0
 JP0618
 JP0618.The horizontal coordinates were scaled from a topographic map and have
 JP0618.an estimated accuracy of +/- 6 seconds.
 JP0618
 JP0618.The orthometric height was determined by differential leveling
 JP0618.and adjusted by the National Geodetic Survey in August 1995..
 JP0618
 JP0618.The geoid height was determined by GEOID03.
 JP0618
 JP0618.The dynamic height is computed by dividing the NAVD 88
 JP0618.geopotential number by the normal gravity value computed on the
 JP0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0618.degrees latitude (g = 980.6199 gals.).
 JP0618
 JP0618.The modeled gravity was interpolated from observed gravity values.
 JP0618
 JP0618;                    North         East    Units  Estimated Accuracy
 JP0618;SPC NV E     - 8,446,950.      297,610.      MT  (+/- 180 meters Scaled)
 JP0618
 JP0618                          SUPERSEDED SURVEY CONTROL
 JP0618
 JP0618.No superseded survey control is available for this station.
 JP0618
 JP0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC206945(NAD 83)
 JP0618_MARKER: DD = SURVEY DISK
 JP0618_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0618_SP_SET: COPPER-CLAD STEEL ROD
 JP0618_STAMPING: 108 DOR 1971 5790
 JP0618_MARK LOGO: USGS  
 JP0618_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0618
 JP0618  HISTORY     - Date     Condition        Report By
 JP0618  HISTORY     - 1971     MONUMENTED       USGS
 JP0618
 JP0618                          STATION DESCRIPTION
 JP0618
 JP0618'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0618'FROM THE POST OFFICE AT ELY, PROCEED 47 MILES SOUTH ALONG U S HIGHWAY
 JP0618'93 TO A T-ROAD EAST TO ATLANTA, THENCE 6.1 MILES EAST, 50 FEET
 JP0618'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 2 FEET NORTHWEST OF A
 JP0618'WITNESS POST,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL
 JP0618'ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0422 ***********************************************************************
 MV0422  DESIGNATION -  108 LRC
 MV0422  PID         -  MV0422
 MV0422  STATE/COUNTY-  NV/WASHOE
 MV0422  USGS QUAD   -  BUTTE SPRING (1979)
 MV0422
 MV0422                         *CURRENT SURVEY CONTROL
 MV0422  ___________________________________________________________________
 MV0422* NAD 83(1986)-  41 12 27.     (N)    119 29 14.     (W)     SCALED    
 MV0422* NAVD 88     -      1620.993  (meters)    5318.21   (feet)  ADJUSTED  
 MV0422  ___________________________________________________________________
 MV0422  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 MV0422  DYNAMIC HT  -        1619.709 (meters)    5314.00  (feet)  COMP
 MV0422  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 MV0422
 MV0422  VERT ORDER  -  SECOND    CLASS 0
 MV0422
 MV0422.The horizontal coordinates were scaled from a topographic map and have
 MV0422.an estimated accuracy of +/- 6 seconds.
 MV0422
 MV0422.The orthometric height was determined by differential leveling
 MV0422.and adjusted by the National Geodetic Survey in June 1991..
 MV0422
 MV0422.The geoid height was determined by GEOID03.
 MV0422
 MV0422.The dynamic height is computed by dividing the NAVD 88
 MV0422.geopotential number by the normal gravity value computed on the
 MV0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0422.degrees latitude (g = 980.6199 gals.).
 MV0422
 MV0422.The modeled gravity was interpolated from observed gravity values.
 MV0422
 MV0422;                    North         East    Units  Estimated Accuracy
 MV0422;SPC NV W     - 4,717,080.      724,200.      MT  (+/- 180 meters Scaled)
 MV0422
 MV0422                          SUPERSEDED SURVEY CONTROL
 MV0422
 MV0422.No superseded survey control is available for this station.
 MV0422
 MV0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF914647(NAD 83)
 MV0422_MARKER: DD = SURVEY DISK
 MV0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0422_SP_SET: CONCRETE POST
 MV0422_STAMPING: 108 LRC 1972 5314
 MV0422_MARK LOGO: USGS  
 MV0422_PROJECTION: FLUSH
 MV0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0422+STABILITY: SURFACE MOTION
 MV0422
 MV0422  HISTORY     - Date     Condition        Report By
 MV0422  HISTORY     - 1972     MONUMENTED       USGS
 MV0422
 MV0422                          STATION DESCRIPTION
 MV0422
 MV0422'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0422'58.6 KM (36.40 MI) SE FROM VYA.
 MV0422'VYA, 2.0 MILES SOUTHWEST OF, THENCE 33.5 MILES SOUTHEAST ALONG STATE
 MV0422'HIGHWAY 34 TO THE GRASS VALLEY ROAD JUNCTION, THENCE 0.9 MILES
 MV0422'SOUTHWEST TO A SLIGHT CURVE, ABOUT 600 FEET SOUTH OF A FENCE CORNER,
 MV0422'300 FEET SOUTHWEST OF THE CURVE, AND 48 FEET SOUTHEAST OF THE
 MV0422'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0588 ***********************************************************************
 JQ0588  DESIGNATION -  109 DOR
 JQ0588  PID         -  JQ0588
 JQ0588  STATE/COUNTY-  NV/NYE
 JQ0588  USGS QUAD   -  CHAOS CREEK (1967)
 JQ0588
 JQ0588                         *CURRENT SURVEY CONTROL
 JQ0588  ___________________________________________________________________
 JQ0588* NAD 83(1986)-  38 43 26.     (N)    116 01 29.     (W)     SCALED    
 JQ0588* NAVD 88     -      1913.856  (meters)    6279.04   (feet)  ADJUSTED  
 JQ0588  ___________________________________________________________________
 JQ0588  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 JQ0588  DYNAMIC HT  -        1911.743 (meters)    6272.11  (feet)  COMP
 JQ0588  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 JQ0588
 JQ0588  VERT ORDER  -  SECOND    CLASS 0
 JQ0588
 JQ0588.The horizontal coordinates were scaled from a topographic map and have
 JQ0588.an estimated accuracy of +/- 6 seconds.
 JQ0588
 JQ0588.The orthometric height was determined by differential leveling
 JQ0588.and adjusted by the National Geodetic Survey in June 1991..
 JQ0588
 JQ0588.The geoid height was determined by GEOID03.
 JQ0588
 JQ0588.The dynamic height is computed by dividing the NAVD 88
 JQ0588.geopotential number by the normal gravity value computed on the
 JQ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0588.degrees latitude (g = 980.6199 gals.).
 JQ0588
 JQ0588.The modeled gravity was interpolated from observed gravity values.
 JQ0588
 JQ0588;                    North         East    Units  Estimated Accuracy
 JQ0588;SPC NV C     - 6,441,150.      555,820.      MT  (+/- 180 meters Scaled)
 JQ0588
 JQ0588                          SUPERSEDED SURVEY CONTROL
 JQ0588
 JQ0588.No superseded survey control is available for this station.
 JQ0588
 JQ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC847865(NAD 83)
 JQ0588_MARKER: DD = SURVEY DISK
 JQ0588_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0588_SP_SET: COPPER-CLAD STEEL ROD
 JQ0588_STAMPING: 109 DOR 1967 6275
 JQ0588_MARK LOGO: USGS  
 JQ0588_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0588+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0588
 JQ0588  HISTORY     - Date     Condition        Report By
 JQ0588  HISTORY     - 1967     MONUMENTED       USGS
 JQ0588
 JQ0588                          STATION DESCRIPTION
 JQ0588
 JQ0588'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0588'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0588'HIGHWAY 6, THENCE 6.7 MILES NORTH TO A Y-ROAD NORTHEAST TO LITTLE
 JQ0588'SMOKY VALLEY, THENCE 11.9 MILES NORTHEAST, 50 FEET NORTHWEST AND 2
 JQ0588'FEET HIGHER THAN THE ROAD, 6 FEET SOUTHEAST OF A WITNESS, SET ON A
 JQ0588'COPPER-COATED ROD, ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0620 ***********************************************************************
 JP0620  DESIGNATION -  109 DOR
 JP0620  PID         -  JP0620
 JP0620  STATE/COUNTY-  NV/WHITE PINE
 JP0620  USGS QUAD   -  MINERVA (1986)
 JP0620
 JP0620                         *CURRENT SURVEY CONTROL
 JP0620  ___________________________________________________________________
 JP0620* NAD 83(1986)-  38 46 44.     (N)    114 25 28.     (W)     SCALED    
 JP0620* NAVD 88     -      1766.488  (meters)    5795.55   (feet)  ADJUSTED  
 JP0620  ___________________________________________________________________
 JP0620  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 JP0620  DYNAMIC HT  -        1764.602 (meters)    5789.37  (feet)  COMP
 JP0620  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 JP0620
 JP0620  VERT ORDER  -  SECOND    CLASS 0
 JP0620
 JP0620.The horizontal coordinates were scaled from a topographic map and have
 JP0620.an estimated accuracy of +/- 6 seconds.
 JP0620
 JP0620.The orthometric height was determined by differential leveling
 JP0620.and adjusted by the National Geodetic Survey in August 1995..
 JP0620
 JP0620.The geoid height was determined by GEOID03.
 JP0620
 JP0620.The dynamic height is computed by dividing the NAVD 88
 JP0620.geopotential number by the normal gravity value computed on the
 JP0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0620.degrees latitude (g = 980.6199 gals.).
 JP0620
 JP0620.The modeled gravity was interpolated from observed gravity values.
 JP0620
 JP0620;                    North         East    Units  Estimated Accuracy
 JP0620;SPC NV E     - 8,447,690.      300,690.      MT  (+/- 180 meters Scaled)
 JP0620
 JP0620                          SUPERSEDED SURVEY CONTROL
 JP0620
 JP0620.No superseded survey control is available for this station.
 JP0620
 JP0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC237953(NAD 83)
 JP0620_MARKER: DD = SURVEY DISK
 JP0620_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0620_SP_SET: COPPER-CLAD STEEL ROD
 JP0620_STAMPING: 109 DOR 1971 5792
 JP0620_MARK LOGO: USGS  
 JP0620_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0620
 JP0620  HISTORY     - Date     Condition        Report By
 JP0620  HISTORY     - 1971     MONUMENTED       USGS
 JP0620
 JP0620                          STATION DESCRIPTION
 JP0620
 JP0620'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0620'FROM THE POST OFFICE AT ELY, PROCEED 47 MILES SOUTH ALONG U S HIGHWAY
 JP0620'93 TO A T-ROAD EAST TO ATLANTA, THENCE 8.1 MILES EAST, 0.1 MILE
 JP0620'NORTHEAST OF A DRAIN CROSSING, 50 FEET SOUTHEAST OF THE CENTERLINE OF
 JP0620'THE ROAD, 2 FEET NORTHWEST OF WITNESS POST,  A 5/8 INCH COPPER COATED
 JP0620'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0423 ***********************************************************************
 MV0423  DESIGNATION -  109 LRC
 MV0423  PID         -  MV0423
 MV0423  STATE/COUNTY-  NV/WASHOE
 MV0423  USGS QUAD   -  BUTTE SPRING (1979)
 MV0423
 MV0423                         *CURRENT SURVEY CONTROL
 MV0423  ___________________________________________________________________
 MV0423* NAD 83(1986)-  41 11 46.     (N)    119 29 39.     (W)     SCALED    
 MV0423* NAVD 88     -      1627.046  (meters)    5338.07   (feet)  ADJUSTED  
 MV0423  ___________________________________________________________________
 MV0423  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 MV0423  DYNAMIC HT  -        1625.756 (meters)    5333.83  (feet)  COMP
 MV0423  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 MV0423
 MV0423  VERT ORDER  -  SECOND    CLASS 0
 MV0423
 MV0423.The horizontal coordinates were scaled from a topographic map and have
 MV0423.an estimated accuracy of +/- 6 seconds.
 MV0423
 MV0423.The orthometric height was determined by differential leveling
 MV0423.and adjusted by the National Geodetic Survey in June 1991..
 MV0423
 MV0423.The geoid height was determined by GEOID03.
 MV0423
 MV0423.The dynamic height is computed by dividing the NAVD 88
 MV0423.geopotential number by the normal gravity value computed on the
 MV0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0423.degrees latitude (g = 980.6199 gals.).
 MV0423
 MV0423.The modeled gravity was interpolated from observed gravity values.
 MV0423
 MV0423;                    North         East    Units  Estimated Accuracy
 MV0423;SPC NV W     - 4,715,820.      723,600.      MT  (+/- 180 meters Scaled)
 MV0423
 MV0423                          SUPERSEDED SURVEY CONTROL
 MV0423
 MV0423.No superseded survey control is available for this station.
 MV0423
 MV0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF908635(NAD 83)
 MV0423_MARKER: DD = SURVEY DISK
 MV0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0423_SP_SET: CONCRETE POST
 MV0423_STAMPING: 109 LRC 1972 5334
 MV0423_MARK LOGO: USGS  
 MV0423_PROJECTION: FLUSH
 MV0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0423+STABILITY: SURFACE MOTION
 MV0423
 MV0423  HISTORY     - Date     Condition        Report By
 MV0423  HISTORY     - 1972     MONUMENTED       USGS
 MV0423
 MV0423                          STATION DESCRIPTION
 MV0423
 MV0423'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0423'59.9 KM (37.20 MI) SE FROM VYA.
 MV0423'VYA, 2.0 MILES SOUTHWEST OF, THENCE 33.5 MILES SOUTHEAST ALONG STATE
 MV0423'HIGHWAY 34 TO THE GRASS VALLEY ROAD JUNCTION, THENCE 1.7 MILES
 MV0423'SOUTHWEST ALONG GRASS VALLEY ROAD TO A CURVE WEST, AND 76 FEET SOUTH
 MV0423'OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0320 ***********************************************************************
 KR0320  DESIGNATION -  11
 KR0320  PID         -  KR0320
 KR0320  STATE/COUNTY-  NV/CHURCHILL
 KR0320  USGS QUAD   -  SOUTH OF FALLON (1985)
 KR0320
 KR0320                         *CURRENT SURVEY CONTROL
 KR0320  ___________________________________________________________________
 KR0320* NAD 83(1986)-  39 20 38.     (N)    118 46 55.     (W)     SCALED    
 KR0320* NAVD 88     -      1196.67   (+/-2cm)    3926.1    (feet)  VERTCON   
 KR0320  ___________________________________________________________________
 KR0320  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 KR0320
 KR0320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0320
 KR0320.The horizontal coordinates were scaled from a topographic map and have
 KR0320.an estimated accuracy of +/- 6 seconds.
 KR0320
 KR0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0320.The vertical order pertains to the NGVD 29 superseded value.
 KR0320
 KR0320.The geoid height was determined by GEOID03.
 KR0320
 KR0320;                    North         East    Units  Estimated Accuracy
 KR0320;SPC NV W     - 4,509,790.      782,880.      MT  (+/- 180 meters Scaled)
 KR0320
 KR0320                          SUPERSEDED SURVEY CONTROL
 KR0320
 KR0320  NGVD 29 (??/??/92) 1195.700  (m)         3922.89   (f) ADJ UNCH    2 0
 KR0320
 KR0320.Superseded values are not recommended for survey control.
 KR0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0320.See file dsdata.txt to determine how the superseded data were derived.
 KR0320
 KR0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD464564(NAD 83)
 KR0320_MARKER: DB = BENCH MARK DISK
 KR0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0320_STAMPING: NO 11
 KR0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0320+STABILITY: SURFACE MOTION
 KR0320
 KR0320  HISTORY     - Date     Condition        Report By
 KR0320  HISTORY     - UNK      MONUMENTED       CGS
 KR0320  HISTORY     - 1935     GOOD             NGS
 KR0320  HISTORY     - 1967     MARK NOT FOUND   NGS
 KR0320
 KR0320                          STATION DESCRIPTION
 KR0320
 KR0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KR0320'8.3 MI S FROM FALLON.
 KR0320'8.3 MILES SOUTH OF POST OFFICE BY HIGHWAY.  MARK IS ALONG STATE
 KR0320'HIGHWAY 1A BETWEEN FALLON AND SCHURZ.  MARK IS IN THE NORTHWEST CORNER
 KR0320'OF T ROAD INTERSECTION, BETWEEN HIGHWAY AND DITCH, 34 FEET WEST OF THE
 KR0320'CENTER LINE OF THE HIGHWAY.  BENCH MARK IS A STANDARD U. S. COAST AND
 KR0320'GEODETIC SURVEY STATE SURVEY TABLET IN TOP OF CONCRETE POST.
 KR0320
 KR0320                          STATION RECOVERY (1967)
 KR0320
 KR0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KR0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1271 ***********************************************************************
 KR1271  DESIGNATION -  11
 KR1271  PID         -  KR1271
 KR1271  STATE/COUNTY-  NV/WASHOE
 KR1271  USGS QUAD   -  VISTA (1982)
 KR1271
 KR1271                         *CURRENT SURVEY CONTROL
 KR1271  ___________________________________________________________________
 KR1271* NAD 83(1986)-  39 31 18.     (N)    119 41 18.     (W)     SCALED    
 KR1271* NAVD 88     -      1355.836  (meters)    4448.27   (feet)  ADJUSTED  
 KR1271  ___________________________________________________________________
 KR1271  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KR1271  DYNAMIC HT  -        1354.628 (meters)    4444.31  (feet)  COMP
 KR1271  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 KR1271
 KR1271  VERT ORDER  -  SECOND    CLASS 0
 KR1271
 KR1271.The horizontal coordinates were scaled from a topographic map and have
 KR1271.an estimated accuracy of +/- 6 seconds.
 KR1271
 KR1271.The orthometric height was determined by differential leveling
 KR1271.and adjusted by the National Geodetic Survey in June 1991..
 KR1271
 KR1271.The geoid height was determined by GEOID03.
 KR1271
 KR1271.The dynamic height is computed by dividing the NAVD 88
 KR1271.geopotential number by the normal gravity value computed on the
 KR1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1271.degrees latitude (g = 980.6199 gals.).
 KR1271
 KR1271.The modeled gravity was interpolated from observed gravity values.
 KR1271
 KR1271;                    North         East    Units  Estimated Accuracy
 KR1271;SPC NV W     - 4,530,090.      704,990.      MT  (+/- 180 meters Scaled)
 KR1271
 KR1271                          SUPERSEDED SURVEY CONTROL
 KR1271
 KR1271  NGVD 29 (??/??/92) 1354.78   (m)         4444.8    (f) COMPUTED    2 0
 KR1271
 KR1271.Superseded values are not recommended for survey control.
 KR1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1271.See file dsdata.txt to determine how the superseded data were derived.
 KR1271
 KR1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD689781(NAD 83)
 KR1271_MARKER: DD = SURVEY DISK
 KR1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1271_STAMPING: 11
 KR1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1271+STABILITY: SURFACE MOTION
 KR1271
 KR1271  HISTORY     - Date     Condition        Report By
 KR1271  HISTORY     - UNK      MONUMENTED       NVGS
 KR1271  HISTORY     - 1958     GOOD             NGS
 KR1271
 KR1271                          STATION DESCRIPTION
 KR1271
 KR1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR1271'4.0 MI E FROM SPARKS.
 KR1271'4.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF U.S.
 KR1271'HIGHWAY 40 AND 12 TH STREET AT SPARKS, 59.0 FEET WEST OF TELEPHONE
 KR1271'POLE NO. 285, 46.4 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 KR1271'TRAFFIC LANE, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 KR1271'SURFACE, AND ABOUT 10 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0327 ***********************************************************************
 LS0327  DESIGNATION -  11
 LS0327  PID         -  LS0327
 LS0327  STATE/COUNTY-  NV/PERSHING
 LS0327  USGS QUAD   -  WILDHORSE PASS (1987)
 LS0327
 LS0327                         *CURRENT SURVEY CONTROL
 LS0327  ___________________________________________________________________
 LS0327* NAD 83(1986)-  40 03 24.     (N)    118 28 35.     (W)     SCALED    
 LS0327* NAVD 88     -      1193.105  (meters)    3914.38   (feet)  ADJUSTED  
 LS0327  ___________________________________________________________________
 LS0327  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 LS0327  DYNAMIC HT  -        1192.144 (meters)    3911.23  (feet)  COMP
 LS0327  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 LS0327
 LS0327  VERT ORDER  -  SECOND    CLASS 0
 LS0327
 LS0327.The horizontal coordinates were scaled from a topographic map and have
 LS0327.an estimated accuracy of +/- 6 seconds.
 LS0327
 LS0327.The orthometric height was determined by differential leveling
 LS0327.and adjusted by the National Geodetic Survey in June 1991..
 LS0327
 LS0327.The geoid height was determined by GEOID03.
 LS0327
 LS0327.The dynamic height is computed by dividing the NAVD 88
 LS0327.geopotential number by the normal gravity value computed on the
 LS0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0327.degrees latitude (g = 980.6199 gals.).
 LS0327
 LS0327.The modeled gravity was interpolated from observed gravity values.
 LS0327
 LS0327;                    North         East    Units  Estimated Accuracy
 LS0327;SPC NV W     - 4,588,910.      809,120.      MT  (+/- 180 meters Scaled)
 LS0327
 LS0327                          SUPERSEDED SURVEY CONTROL
 LS0327
 LS0327  NGVD 29 (??/??/92) 1192.18   (m)         3911.3    (f) COMPUTED    2 0
 LS0327
 LS0327.Superseded values are not recommended for survey control.
 LS0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0327.See file dsdata.txt to determine how the superseded data were derived.
 LS0327
 LS0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE740350(NAD 83)
 LS0327_MARKER: DB = BENCH MARK DISK
 LS0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0327_STAMPING: NO. 11
 LS0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0327+STABILITY: SURFACE MOTION
 LS0327
 LS0327  HISTORY     - Date     Condition        Report By
 LS0327  HISTORY     - UNK      MONUMENTED       CGS
 LS0327  HISTORY     - 1951     GOOD             NGS
 LS0327  HISTORY     - 1983     POOR             USGS
 LS0327
 LS0327                          STATION DESCRIPTION
 LS0327
 LS0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0327'8.75 MI S FROM LOVELOCK.
 LS0327'4.6 MILES SOUTH ALONG A PAVED ROAD ON THE EAST SIDE OF THE TRACKS FROM
 LS0327'THE SOUTHERN PACIFIC COMPANY RAILROAD STATION IN LOVELOCK, THENCE 4.15
 LS0327'MILES SOUTH ALONG A GRAVEL ROAD, AT THE END OF A NORTH AND SOUTH ROAD
 LS0327'AND AT A T JUNCTION OF A ROAD RUNNING EAST AND WEST AND A ROAD LEADING
 LS0327'NORTH, AT A T JUNCTION OF DITCHES LEADING NORTH, NORTHEAST, AND WEST,
 LS0327'124 1/2 FEET NORTHEAST OF THE T JUNCTION, 83 FEET NORTHEAST OF THE
 LS0327'CENTER LINE OF THE ROAD LEADING NORTH AND THE CENTER LINE OF THE DITCH
 LS0327'UNDER THE ROAD LEADING NORTH, 32 FEET EAST OF THE CENTER LINE OF THE
 LS0327'ROAD LEADING NORTH, 7 FEET WEST OF THE EAST EDGE OF THE WEST BANK OF
 LS0327'THE NORTH AND SOUTH DITCH, 1.6 FEET NORTH OF A WITNESS POST, ABOUT
 LS0327'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LS0327'0.2 FOOT ABOVE THE GROUND.
 LS0327
 LS0327                          STATION RECOVERY (1983)
 LS0327
 LS0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LS0327'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0919 ***********************************************************************
 KR0919  DESIGNATION -  11
 KR0919  PID         -  KR0919
 KR0919  STATE/COUNTY-  NV/WASHOE
 KR0919  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR0919
 KR0919                         *CURRENT SURVEY CONTROL
 KR0919  ___________________________________________________________________
 KR0919* NAD 83(1986)-  39 26 02.     (N)    119 45 59.     (W)     SCALED    
 KR0919* NAVD 88     -      1377.324  (meters)    4518.77   (feet)  ADJUSTED  
 KR0919  ___________________________________________________________________
 KR0919  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR0919  DYNAMIC HT  -        1376.062 (meters)    4514.63  (feet)  COMP
 KR0919  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 KR0919
 KR0919  VERT ORDER  -  FIRST     CLASS II
 KR0919
 KR0919.The horizontal coordinates were scaled from a topographic map and have
 KR0919.an estimated accuracy of +/- 6 seconds.
 KR0919
 KR0919.The orthometric height was determined by differential leveling
 KR0919.and adjusted by the National Geodetic Survey in June 1991..
 KR0919
 KR0919.The geoid height was determined by GEOID03.
 KR0919
 KR0919.The dynamic height is computed by dividing the NAVD 88
 KR0919.geopotential number by the normal gravity value computed on the
 KR0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0919.degrees latitude (g = 980.6199 gals.).
 KR0919
 KR0919.The modeled gravity was interpolated from observed gravity values.
 KR0919
 KR0919;                    North         East    Units  Estimated Accuracy
 KR0919;SPC NV W     - 4,520,430.      698,150.      MT  (+/- 180 meters Scaled)
 KR0919
 KR0919                          SUPERSEDED SURVEY CONTROL
 KR0919
 KR0919  NGVD 29 (??/??/??) 1377.23   (m)         4518.5    (f) RESET       3  
 KR0919
 KR0919.Superseded values are not recommended for survey control.
 KR0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0919.See file dsdata.txt to determine how the superseded data were derived.
 KR0919
 KR0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD619685(NAD 83)
 KR0919_MARKER: DB = BENCH MARK DISK
 KR0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0919_STAMPING: 11 4515.209
 KR0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0919+STABILITY: SURFACE MOTION
 KR0919
 KR0919  HISTORY     - Date     Condition        Report By
 KR0919  HISTORY     - UNK      MONUMENTED       CGS
 KR0919  HISTORY     - 1951     GOOD             NGS
 KR0919
 KR0919                          STATION DESCRIPTION
 KR0919
 KR0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0919'6.9 MI SE FROM RENO.
 KR0919'ABOUT 6.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE
 KR0919'AT RENO, 101.6 FEET NORTHWEST OF THE NORTHWEST END OF A 14-INCH
 KR0919'CORRUGATED METAL PIPE CULVERT, 28 FEET NORTHEAST OF THE CENTER LINE OF
 KR0919'THE HIGHWAY, 24 FEET SOUTHWEST OF THE CENTER OF THE ABANDONED VIRGINIA
 KR0919'AND TRUCKEE RAILROAD BED, 1.1 FEET SOUTHWEST OF A FENCE LINE, 1.6 FEET
 KR0919'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 KR0919'THE TOP OF A CONCRETE POST PROJECTING 0.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0917 ***********************************************************************
 KR0917  DESIGNATION -  11 1
 KR0917  PID         -  KR0917
 KR0917  STATE/COUNTY-  NV/WASHOE
 KR0917  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR0917
 KR0917                         *CURRENT SURVEY CONTROL
 KR0917  ___________________________________________________________________
 KR0917* NAD 83(1986)-  39 26 10.     (N)    119 46 05.     (W)     SCALED    
 KR0917* NAVD 88     -      1378.650  (meters)    4523.12   (feet)  ADJUSTED  
 KR0917  ___________________________________________________________________
 KR0917  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR0917  DYNAMIC HT  -        1377.387 (meters)    4518.98  (feet)  COMP
 KR0917  MODELED GRAV-     979,663.2   (mgal)                       NAVD 88
 KR0917
 KR0917  VERT ORDER  -  FIRST     CLASS II
 KR0917
 KR0917.The horizontal coordinates were scaled from a topographic map and have
 KR0917.an estimated accuracy of +/- 6 seconds.
 KR0917
 KR0917.The orthometric height was determined by differential leveling
 KR0917.and adjusted by the National Geodetic Survey in June 1991..
 KR0917
 KR0917.The geoid height was determined by GEOID03.
 KR0917
 KR0917.The dynamic height is computed by dividing the NAVD 88
 KR0917.geopotential number by the normal gravity value computed on the
 KR0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0917.degrees latitude (g = 980.6199 gals.).
 KR0917
 KR0917.The modeled gravity was interpolated from observed gravity values.
 KR0917
 KR0917;                    North         East    Units  Estimated Accuracy
 KR0917;SPC NV W     - 4,520,680.      698,010.      MT  (+/- 180 meters Scaled)
 KR0917
 KR0917                          SUPERSEDED SURVEY CONTROL
 KR0917
 KR0917  NGVD 29 (??/??/92) 1377.57   (m)         4519.6    (f) COMPUTED    1 2
 KR0917
 KR0917.Superseded values are not recommended for survey control.
 KR0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0917.See file dsdata.txt to determine how the superseded data were derived.
 KR0917
 KR0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD617688(NAD 83)
 KR0917_MARKER: DB = BENCH MARK DISK
 KR0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0917_STAMPING: 11-1 4519.581
 KR0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0917+STABILITY: SURFACE MOTION
 KR0917
 KR0917  HISTORY     - Date     Condition        Report By
 KR0917  HISTORY     - UNK      MONUMENTED       CGS
 KR0917  HISTORY     - 1951     GOOD             NGS
 KR0917
 KR0917                          STATION DESCRIPTION
 KR0917
 KR0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0917'6.7 MI SE FROM RENO.
 KR0917'ABOUT 6.7 MILES SOUTHEAST ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE
 KR0917'AT RENO, AT ABOUT THE CREST OF A SMALL RISE, 68 FEET EAST AND ACROSS
 KR0917'THE HIGHWAY FROM THE CENTER OF A LARGE WOODEN GATE, 27.8 FEET
 KR0917'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15.9 FEET EAST OF THE
 KR0917'SOUTHEAST END OF A CONCRETE CULVERT, 0.9 FEET SOUTHWEST OF A FENCE, 2
 KR0917'FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 KR0917'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FEET ABOVE THE
 KR0917'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0918 ***********************************************************************
 KR0918  DESIGNATION -  11 1 RESET
 KR0918  PID         -  KR0918
 KR0918  STATE/COUNTY-  NV/WASHOE
 KR0918  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR0918
 KR0918                         *CURRENT SURVEY CONTROL
 KR0918  ___________________________________________________________________
 KR0918* NAD 83(1986)-  39 26 10.     (N)    119 46 05.     (W)     SCALED    
 KR0918* NAVD 88     -      1379.43   (meters)    4525.7    (feet)  RESET     
 KR0918  ___________________________________________________________________
 KR0918  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR0918
 KR0918  VERT ORDER  -  THIRD
 KR0918
 KR0918.The horizontal coordinates were scaled from a topographic map and have
 KR0918.an estimated accuracy of +/- 6 seconds.
 KR0918
 KR0918.The orthometric height was computed from unverified reset data.
 KR0918
 KR0918.The geoid height was determined by GEOID03.
 KR0918
 KR0918;                    North         East    Units  Estimated Accuracy
 KR0918;SPC NV W     - 4,520,680.      698,010.      MT  (+/- 180 meters Scaled)
 KR0918
 KR0918                          SUPERSEDED SURVEY CONTROL
 KR0918
 KR0918.No superseded survey control is available for this station.
 KR0918
 KR0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD617688(NAD 83)
 KR0918_MARKER: DD = SURVEY DISK
 KR0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0918_STAMPING: 11-1 RESET 1955
 KR0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0918+STABILITY: SURFACE MOTION
 KR0918
 KR0918  HISTORY     - Date     Condition        Report By
 KR0918  HISTORY     - 1955     MONUMENTED       NVDH
 KR0918
 KR0918                          STATION DESCRIPTION
 KR0918
 KR0918'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1955
 KR0918'6.7 MI SE FROM RENO.
 KR0918'6.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR0918'RENO, WASHOE COUNTY, 97.5 FEET SOUTHWEST OF SIERRA PACIFIC POWER CO.
 KR0918'POLE 57209, 64.0 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTH-BOUND
 KR0918'LANE OF THE HIGHWAY AT SURVEY STATION S 1029+88, 12 FEET SOUTH OF AN
 KR0918'APPROACH ROAD, 1.5 FEET NORTH OF A FENCE, AND 2.0 FEET NORTHEAST OF A
 KR0918'WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED 11-1
 KR0918'RESET 1955 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0756 ***********************************************************************
 GS0756  DESIGNATION -  11 A HN
 GS0756  PID         -  GS0756
 GS0756  STATE/COUNTY-  NV/NYE
 GS0756  USGS QUAD   -  CAMP DESERT ROCK (1983)
 GS0756
 GS0756                         *CURRENT SURVEY CONTROL
 GS0756  ___________________________________________________________________
 GS0756* NAD 83(1986)-  36 39 18.     (N)    116 06 34.     (W)     SCALED    
 GS0756* NAVD 88     -      1057.602  (meters)    3469.82   (feet)  ADJUSTED  
 GS0756  ___________________________________________________________________
 GS0756  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 GS0756  DYNAMIC HT  -        1056.484 (meters)    3466.15  (feet)  COMP
 GS0756  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 GS0756
 GS0756  VERT ORDER  -  FIRST     CLASS I
 GS0756
 GS0756.The horizontal coordinates were scaled from a topographic map and have
 GS0756.an estimated accuracy of +/- 6 seconds.
 GS0756
 GS0756.The orthometric height was determined by differential leveling
 GS0756.and adjusted by the National Geodetic Survey in May 2004..
 GS0756
 GS0756.The geoid height was determined by GEOID03.
 GS0756
 GS0756.The dynamic height is computed by dividing the NAVD 88
 GS0756.geopotential number by the normal gravity value computed on the
 GS0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0756.degrees latitude (g = 980.6199 gals.).
 GS0756
 GS0756.The modeled gravity was interpolated from observed gravity values.
 GS0756
 GS0756;                    North         East    Units  Estimated Accuracy
 GS0756;SPC NV C     - 6,211,490.      549,820.      MT  (+/- 180 meters Scaled)
 GS0756
 GS0756                          SUPERSEDED SURVEY CONTROL
 GS0756
 GS0756  NAVD 88 (??/??/92) 1057.612  (m)         3469.85   (f) UNKNOWN     3 0
 GS0756  NGVD 29 (05/01/91) 1056.763  (m)         3467.06   (f) ADJUSTED    1 1
 GS0756
 GS0756.Superseded values are not recommended for survey control.
 GS0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0756.See file dsdata.txt to determine how the superseded data were derived.
 GS0756
 GS0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA795569(NAD 83)
 GS0756_MARKER: DD = SURVEY DISK
 GS0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0756_SP_SET: CONCRETE POST
 GS0756_STAMPING: H-N BM 11A 1956 3467.13
 GS0756_MARK LOGO: AEC   
 GS0756_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0756+STABILITY: SURFACE MOTION
 GS0756
 GS0756  HISTORY     - Date     Condition        Report By
 GS0756  HISTORY     - 1956     MONUMENTED       AEC
 GS0756  HISTORY     - 1986     GOOD             USGS
 GS0756  HISTORY     - 1988     GOOD             USGS
 GS0756  HISTORY     - 19910624 GOOD             USGS
 GS0756  HISTORY     - 19930330 GOOD             USGS
 GS0756  HISTORY     - 19950404 GOOD             USGS
 GS0756
 GS0756                          STATION DESCRIPTION
 GS0756
 GS0756'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0756'10.9 KM (6.80 MI) NW FROM MERCURY.
 GS0756'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0756'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0756'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 6.80 MILES, 325 FEET SOUTH
 GS0756'OF THE HIGHWAY.
 GS0756'THE MARK IS 3 FT  N FROM  A WITNESS POST
 GS0756
 GS0756                          STATION RECOVERY (1988)
 GS0756
 GS0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0756'RECOVERED IN GOOD CONDITION.
 GS0756
 GS0756                          STATION RECOVERY (1991)
 GS0756
 GS0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0756'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0756'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0756'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 6.80 MILES, 325 FEET SOUTH
 GS0756'OF THE HIGHWAY.
 GS0756
 GS0756                          STATION RECOVERY (1993)
 GS0756
 GS0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0756'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0756'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0756'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 6.80 MILES
 GS0756'(10.94 KM), 325 FEET (99.1 M) SOUTH OF THE HIGHWAY.
 GS0756
 GS0756                          STATION RECOVERY (1995)
 GS0756
 GS0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0756'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1109 ***********************************************************************
 KR1109  DESIGNATION -  11 D
 KR1109  PID         -  KR1109
 KR1109  STATE/COUNTY-  NV/DOUGLAS
 KR1109  USGS QUAD   -  GENOA (1994)
 KR1109
 KR1109                         *CURRENT SURVEY CONTROL
 KR1109  ___________________________________________________________________
 KR1109* NAD 83(1986)-  39 00 13.     (N)    119 50 46.     (W)     SCALED    
 KR1109* NAVD 88     -      1460.12   (+/-2cm)    4790.4    (feet)  VERTCON   
 KR1109  ___________________________________________________________________
 KR1109  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 KR1109
 KR1109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1109
 KR1109.The horizontal coordinates were scaled from a topographic map and have
 KR1109.an estimated accuracy of +/- 6 seconds.
 KR1109
 KR1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1109.The vertical order pertains to the NGVD 29 superseded value.
 KR1109
 KR1109.The geoid height was determined by GEOID03.
 KR1109
 KR1109;                    North         East    Units  Estimated Accuracy
 KR1109;SPC NV W     - 4,472,760.      690,630.      MT  (+/- 180 meters Scaled)
 KR1109
 KR1109                          SUPERSEDED SURVEY CONTROL
 KR1109
 KR1109  NGVD 29 (??/??/92) 1458.949  (m)         4786.57   (f) ADJ UNCH    2 0
 KR1109
 KR1109.Superseded values are not recommended for survey control.
 KR1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1109.See file dsdata.txt to determine how the superseded data were derived.
 KR1109
 KR1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD535210(NAD 83)
 KR1109_MARKER: DD = SURVEY DISK
 KR1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1109_STAMPING: 11 - D
 KR1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1109+STABILITY: SURFACE MOTION
 KR1109
 KR1109  HISTORY     - Date     Condition        Report By
 KR1109  HISTORY     - UNK      MONUMENTED       BOR
 KR1109  HISTORY     - 1951     GOOD             NGS
 KR1109
 KR1109                          STATION DESCRIPTION
 KR1109
 KR1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1109'IN GENOA.
 KR1109'AT GENOA, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF A NORTH AND
 KR1109'SOUTH ROAD, AND STATE HIGHWAY 57 LEADING EAST, 32 FEET EAST OF THE
 KR1109'CENTER LINE OF THE NORTH AND SOUTH ROAD (FOOTHILL ROAD), 25 FEET SOUTH
 KR1109'OF THE CENTER LINE OF THE HIGHWAY, 5 FEET NORTHWEST OF THE NORTHWEST
 KR1109'CORNER OF A 4-FOOT BY 4-FOOT ROCK MONUMENT, 2 1/2 FEET NORTHEAST OF
 KR1109'POWER LINE POLE NO. 57592, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 KR1109'TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0407 ***********************************************************************
 HP0407  DESIGNATION -  11 DOR
 HP0407  PID         -  HP0407
 HP0407  STATE/COUNTY-  NV/LINCOLN
 HP0407  USGS QUAD   -  WHITE RIVER NARROWS (1970)
 HP0407
 HP0407                         *CURRENT SURVEY CONTROL
 HP0407  ___________________________________________________________________
 HP0407* NAD 83(1986)-  37 50 45.     (N)    115 01 27.     (W)     SCALED    
 HP0407* NAVD 88     -      1407.625  (meters)    4618.18   (feet)  ADJUSTED  
 HP0407  ___________________________________________________________________
 HP0407  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 HP0407  DYNAMIC HT  -        1406.131 (meters)    4613.28  (feet)  COMP
 HP0407  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 HP0407
 HP0407  VERT ORDER  -  SECOND    CLASS 0
 HP0407
 HP0407.The horizontal coordinates were scaled from a topographic map and have
 HP0407.an estimated accuracy of +/- 6 seconds.
 HP0407
 HP0407.The orthometric height was determined by differential leveling
 HP0407.and adjusted by the National Geodetic Survey in June 1991..
 HP0407
 HP0407.The geoid height was determined by GEOID03.
 HP0407
 HP0407.The dynamic height is computed by dividing the NAVD 88
 HP0407.geopotential number by the normal gravity value computed on the
 HP0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0407.degrees latitude (g = 980.6199 gals.).
 HP0407
 HP0407.The modeled gravity was interpolated from observed gravity values.
 HP0407
 HP0407;                    North         East    Units  Estimated Accuracy
 HP0407;SPC NV E     - 8,343,640.      249,210.      MT  (+/- 180 meters Scaled)
 HP0407
 HP0407                          SUPERSEDED SURVEY CONTROL
 HP0407
 HP0407.No superseded survey control is available for this station.
 HP0407
 HP0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB738905(NAD 83)
 HP0407_MARKER: DD = SURVEY DISK
 HP0407_SETTING: 80 = SET IN A BOULDER
 HP0407_SP_SET: BOULDER
 HP0407_STAMPING: 11 DOR 1968 4615
 HP0407_MARK LOGO: USGS  
 HP0407_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0407+STABILITY: SURFACE MOTION
 HP0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0407+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0407
 HP0407  HISTORY     - Date     Condition        Report By
 HP0407  HISTORY     - 1968     MONUMENTED       USGS
 HP0407
 HP0407                          STATION DESCRIPTION
 HP0407
 HP0407'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0407'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 23.5 MILES NORTHEAST
 HP0407'ALONG HIGHWAY 38, 100 FEET WEST AND 8 FEET HIGHER THAN THE ROAD, 25
 HP0407'FEET EAST OF THE BASE OF A CLIFF, 2.5 FEET WEST OF A WITNESS SIGN, IN
 HP0407'A BENCH-SHAPED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0499 ***********************************************************************
 HP0499  DESIGNATION -  11 DOR
 HP0499  PID         -  HP0499
 HP0499  STATE/COUNTY-  NV/LINCOLN
 HP0499  USGS QUAD   -  UVADA (1972)
 HP0499
 HP0499                         *CURRENT SURVEY CONTROL
 HP0499  ___________________________________________________________________
 HP0499* NAD 83(1986)-  37 41 25.     (N)    114 06 34.     (W)     SCALED    
 HP0499* NAVD 88     -      1781.451  (meters)    5844.64   (feet)  POSTED    
 HP0499  ___________________________________________________________________
 HP0499  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 HP0499  DYNAMIC HT  -        1779.390 (meters)    5837.88  (feet)  COMP
 HP0499  MODELED GRAV-     979,412.6   (mgal)                       NAVD 88
 HP0499
 HP0499  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0499
 HP0499.The horizontal coordinates were scaled from a topographic map and have
 HP0499.an estimated accuracy of +/- 6 seconds.
 HP0499
 HP0499.The orthometric height was determined by differential leveling
 HP0499.and adjusted by the National Geodetic Survey in 1992..
 HP0499.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0499.rate of 0.0 thru 1.0 mm/km.
 HP0499
 HP0499.The geoid height was determined by GEOID03.
 HP0499
 HP0499.The dynamic height is computed by dividing the NAVD 88
 HP0499.geopotential number by the normal gravity value computed on the
 HP0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0499.degrees latitude (g = 980.6199 gals.).
 HP0499
 HP0499.The modeled gravity was interpolated from observed gravity values.
 HP0499
 HP0499;                    North         East    Units  Estimated Accuracy
 HP0499;SPC NV E     - 8,327,250.      329,990.      MT  (+/- 180 meters Scaled)
 HP0499
 HP0499                          SUPERSEDED SURVEY CONTROL
 HP0499
 HP0499.No superseded survey control is available for this station.
 HP0499
 HP0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB548753(NAD 83)
 HP0499_MARKER: DD = SURVEY DISK
 HP0499_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0499_SP_SET: COPPER-CLAD STEEL ROD
 HP0499_STAMPING: 11 DOR 1972 5841
 HP0499_MARK LOGO: USGS  
 HP0499_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0499+SATELLITE: SATELLITE OBSERVATIONS - 1972
 HP0499
 HP0499  HISTORY     - Date     Condition        Report By
 HP0499  HISTORY     - 1972     MONUMENTED       USGS
 HP0499
 HP0499                          STATION DESCRIPTION
 HP0499
 HP0499'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HP0499'FROM THE RAILROAD CROSSING IN CRESTLINE, PROCEED 3.1 MILES NORTHEAST
 HP0499'ALONG THE RAILROAD, 350 FEET SOUTHWEST OF MILEPOST 497, 103 FEET
 HP0499'NORTHWEST AND 5 FEET LOWER THAN THE TRACKS, 10 FEET NORTHEAST OF A
 HP0499'TELEPHONE POLE, 13 FEET SOUTHEAST OF A FENCE, 1.5 FEET SOUTHEAST OF A
 HP0499'WITNESS SIGN, SET ON A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL
 HP0499'ENCASED BY FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0566 ***********************************************************************
 JP0566  DESIGNATION -  11 DOR
 JP0566  PID         -  JP0566
 JP0566  STATE/COUNTY-  NV/LINCOLN
 JP0566  USGS QUAD   -  SHINGLE PASS SE (1980)
 JP0566
 JP0566                         *CURRENT SURVEY CONTROL
 JP0566  ___________________________________________________________________
 JP0566* NAD 83(1986)-  38 34 20.     (N)    114 47 22.     (W)     SCALED    
 JP0566* NAVD 88     -      1893.240  (meters)    6211.40   (feet)  ADJUSTED  
 JP0566  ___________________________________________________________________
 JP0566  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 JP0566  DYNAMIC HT  -        1891.166 (meters)    6204.60  (feet)  COMP
 JP0566  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 JP0566
 JP0566  VERT ORDER  -  SECOND    CLASS 0
 JP0566
 JP0566.The horizontal coordinates were scaled from a topographic map and have
 JP0566.an estimated accuracy of +/- 6 seconds.
 JP0566
 JP0566.The orthometric height was determined by differential leveling
 JP0566.and adjusted by the National Geodetic Survey in August 1995..
 JP0566
 JP0566.The geoid height was determined by GEOID03.
 JP0566
 JP0566.The dynamic height is computed by dividing the NAVD 88
 JP0566.geopotential number by the normal gravity value computed on the
 JP0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0566.degrees latitude (g = 980.6199 gals.).
 JP0566
 JP0566.The modeled gravity was interpolated from observed gravity values.
 JP0566
 JP0566;                    North         East    Units  Estimated Accuracy
 JP0566;SPC NV E     - 8,424,410.      269,180.      MT  (+/- 180 meters Scaled)
 JP0566
 JP0566                          SUPERSEDED SURVEY CONTROL
 JP0566
 JP0566.No superseded survey control is available for this station.
 JP0566
 JP0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC925716(NAD 83)
 JP0566_MARKER: DD = SURVEY DISK
 JP0566_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0566_SP_SET: COPPER-CLAD STEEL ROD
 JP0566_STAMPING: 11 DOR 1971 6207
 JP0566_MARK LOGO: USGS  
 JP0566_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0566
 JP0566  HISTORY     - Date     Condition        Report By
 JP0566  HISTORY     - 1971     MONUMENTED       USGS
 JP0566
 JP0566                          STATION DESCRIPTION
 JP0566
 JP0566'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0566'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0566'HIGHWAY 93 TO A T-ROAD WEST, THENCE 8.5 MILES WEST TO A GATE AND A
 JP0566'ROAD SOUTH, THENCE 1.1 MILES SOUTH, 10 FEET WEST OF THE CENTERLINE OF
 JP0566'THE ROAD, 4 FEET SOUTH OF A WITNESS POST, 0.5 FOOT EAST OF A FENCE,
 JP0566'A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 JP0566'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0454 ***********************************************************************
 KP0454  DESIGNATION -  11 DOR
 KP0454  PID         -  KP0454
 KP0454  STATE/COUNTY-  NV/WHITE PINE
 KP0454  USGS QUAD   -  CONNORS PASS (1993)
 KP0454
 KP0454                         *CURRENT SURVEY CONTROL
 KP0454  ___________________________________________________________________
 KP0454* NAD 83(1986)-  39 01 30.     (N)    114 44 17.     (W)     SCALED    
 KP0454* NAVD 88     -      2081.338  (meters)    6828.52   (feet)  ADJUSTED  
 KP0454  ___________________________________________________________________
 KP0454  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 KP0454  DYNAMIC HT  -        2078.986 (meters)    6820.81  (feet)  COMP
 KP0454  MODELED GRAV-     979,423.4   (mgal)                       NAVD 88
 KP0454
 KP0454  VERT ORDER  -  SECOND    CLASS 0
 KP0454
 KP0454.The horizontal coordinates were scaled from a topographic map and have
 KP0454.an estimated accuracy of +/- 6 seconds.
 KP0454
 KP0454.The orthometric height was determined by differential leveling
 KP0454.and adjusted by the National Geodetic Survey in August 1995..
 KP0454
 KP0454.The geoid height was determined by GEOID03.
 KP0454
 KP0454.The dynamic height is computed by dividing the NAVD 88
 KP0454.geopotential number by the normal gravity value computed on the
 KP0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0454.degrees latitude (g = 980.6199 gals.).
 KP0454
 KP0454.The modeled gravity was interpolated from observed gravity values.
 KP0454
 KP0454;                    North         East    Units  Estimated Accuracy
 KP0454;SPC NV E     - 8,474,710.      273,190.      MT  (+/- 180 meters Scaled)
 KP0454
 KP0454                          SUPERSEDED SURVEY CONTROL
 KP0454
 KP0454.No superseded survey control is available for this station.
 KP0454
 KP0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD958219(NAD 83)
 KP0454_MARKER: DD = SURVEY DISK
 KP0454_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KP0454_SP_SET: COPPER-CLAD STEEL ROD
 KP0454_STAMPING: 11 DOR 1973 6824
 KP0454_MARK LOGO: USGS  
 KP0454_MAGNETIC: I = MARKER IS A STEEL ROD
 KP0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0454
 KP0454  HISTORY     - Date     Condition        Report By
 KP0454  HISTORY     - 1973     MONUMENTED       USGS
 KP0454
 KP0454                          STATION DESCRIPTION
 KP0454
 KP0454'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 KP0454'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 16.5 MILES
 KP0454'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 2.0 MILES
 KP0454'SOUTH TO A FENCE CORNER, 25 FEET SOUTH OF THE FENCE CORNER, 20 FEET
 KP0454'WEST OF THE CENTERLINE OF THE ROAD, 0.5 FOOT EAST OF A FENCE,  A 5/8
 KP0454'COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH
 KP0454'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1132 ***********************************************************************
 KR1132  DESIGNATION -  11 E
 KR1132  PID         -  KR1132
 KR1132  STATE/COUNTY-  NV/DOUGLAS
 KR1132  USGS QUAD   -  GENOA (1994)
 KR1132
 KR1132                         *CURRENT SURVEY CONTROL
 KR1132  ___________________________________________________________________
 KR1132* NAD 83(1986)-  39 00 04.     (N)    119 50 10.     (W)     SCALED    
 KR1132* NAVD 88     -      1426.52   (+/-2cm)    4680.2    (feet)  VERTCON   
 KR1132  ___________________________________________________________________
 KR1132  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 KR1132
 KR1132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1132
 KR1132.The horizontal coordinates were scaled from a topographic map and have
 KR1132.an estimated accuracy of +/- 6 seconds.
 KR1132
 KR1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1132.The vertical order pertains to the NGVD 29 superseded value.
 KR1132
 KR1132.The geoid height was determined by GEOID03.
 KR1132
 KR1132;                    North         East    Units  Estimated Accuracy
 KR1132;SPC NV W     - 4,472,470.      691,490.      MT  (+/- 180 meters Scaled)
 KR1132
 KR1132                          SUPERSEDED SURVEY CONTROL
 KR1132
 KR1132  NGVD 29 (??/??/92) 1425.356  (m)         4676.36   (f) ADJ UNCH    2 0
 KR1132
 KR1132.Superseded values are not recommended for survey control.
 KR1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1132.See file dsdata.txt to determine how the superseded data were derived.
 KR1132
 KR1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD543207(NAD 83)
 KR1132_MARKER: DD = SURVEY DISK
 KR1132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1132_SP_SET: CULVERT
 KR1132_STAMPING: 11 - E
 KR1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1132
 KR1132  HISTORY     - Date     Condition        Report By
 KR1132  HISTORY     - UNK      MONUMENTED       BOR
 KR1132  HISTORY     - 1951     GOOD             NGS
 KR1132
 KR1132                          STATION DESCRIPTION
 KR1132
 KR1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1132'0.6 MI E FROM GENOA.
 KR1132'ABOUT 0.6 MILES EAST ALONG STATE HIGHWAY NO. 57 FROM THE GENERAL STORE
 KR1132'IN GENOA, 0.25 MILES WEST OF A SMALL WOODEN HIGHWAY BRIDGE, 43 FEET
 KR1132'SOUTHEAST OF TELEGRAPH POLE NO. 11795, 25 1/2 FEET NORTH OF THE CENTER
 KR1132'LINE OF THE HIGHWAY, ON THE TOP AND IN THE CENTER OF AN 18-INCH
 KR1132'CORRUGATED METAL PIPE CULVERT, AND SET ABOUT ONE FOOT LOWER THAN THE
 KR1132'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0502 ***********************************************************************
 JR0502  DESIGNATION -  11 F
 JR0502  PID         -  JR0502
 JR0502  STATE/COUNTY-  NV/DOUGLAS
 JR0502  USGS QUAD   -  MINDEN (1982)
 JR0502
 JR0502                         *CURRENT SURVEY CONTROL
 JR0502  ___________________________________________________________________
 JR0502* NAD 83(1986)-  38 59 49.     (N)    119 48 59.     (W)     SCALED    
 JR0502* NAVD 88     -      1424.88   (+/-2cm)    4674.8    (feet)  VERTCON   
 JR0502  ___________________________________________________________________
 JR0502  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 JR0502
 JR0502  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0502
 JR0502.The horizontal coordinates were scaled from a topographic map and have
 JR0502.an estimated accuracy of +/- 6 seconds.
 JR0502
 JR0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0502.The vertical order pertains to the NGVD 29 superseded value.
 JR0502
 JR0502.The geoid height was determined by GEOID03.
 JR0502
 JR0502;                    North         East    Units  Estimated Accuracy
 JR0502;SPC NV W     - 4,471,980.      693,190.      MT  (+/- 180 meters Scaled)
 JR0502
 JR0502                          SUPERSEDED SURVEY CONTROL
 JR0502
 JR0502  NGVD 29 (??/??/92) 1423.743  (m)         4671.06   (f) ADJ UNCH    2 0
 JR0502
 JR0502.Superseded values are not recommended for survey control.
 JR0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0502.See file dsdata.txt to determine how the superseded data were derived.
 JR0502
 JR0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD560202(NAD 83)
 JR0502_MARKER: DD = SURVEY DISK
 JR0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0502_SP_SET: CULVERT
 JR0502_STAMPING: 11-F
 JR0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0502
 JR0502  HISTORY     - Date     Condition        Report By
 JR0502  HISTORY     - UNK      MONUMENTED       BOR
 JR0502  HISTORY     - 1951     GOOD             NGS
 JR0502
 JR0502                          STATION DESCRIPTION
 JR0502
 JR0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0502'1.7 MI E FROM GENOA.
 JR0502'1.7 MILES EAST ALONG STATE HIGHWAY 57 FROM THE GENERAL STORE
 JR0502'IN GENOA, ABOUT 100 FEET NORTH AND ACROSS THE HIGHWAY FROM A
 JR0502'LARGE RANCH HOUSE, 27 1/2 FEET SOUTHWEST OF TELEGRAPH POLE NO.
 JR0502'11760, 18 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JR0502'18 FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING
 JR0502'NORTHWEST, SET ON THE TOP AND IN THE CENTER OF A 3-FOOT BY
 JR0502'3-FOOT CONCRETE BOX TYPE CULVERT, AND ABOUT LEVEL WITH THE
 JR0502'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0540 ***********************************************************************
 MU0540  DESIGNATION -  11 FMK
 MU0540  PID         -  MU0540
 MU0540  STATE/COUNTY-  NV/ELKO
 MU0540  USGS QUAD   -  SCRAPER SPRINGS (1977)
 MU0540
 MU0540                         *CURRENT SURVEY CONTROL
 MU0540  ___________________________________________________________________
 MU0540* NAD 83(1986)-  41 17 04.     (N)    116 40 01.     (W)     SCALED    
 MU0540* NAVD 88     -      1637.611  (meters)    5372.73   (feet)  POSTED    
 MU0540  ___________________________________________________________________
 MU0540  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 MU0540  DYNAMIC HT  -        1636.320 (meters)    5368.49  (feet)  COMP
 MU0540  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 MU0540
 MU0540  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0540
 MU0540.The horizontal coordinates were scaled from a topographic map and have
 MU0540.an estimated accuracy of +/- 6 seconds.
 MU0540
 MU0540.The orthometric height was determined by differential leveling
 MU0540.and adjusted by the National Geodetic Survey in 1992..
 MU0540.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0540.rate of 0.0 thru 1.0 mm/km.
 MU0540
 MU0540.The geoid height was determined by GEOID03.
 MU0540
 MU0540.The dynamic height is computed by dividing the NAVD 88
 MU0540.geopotential number by the normal gravity value computed on the
 MU0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0540.degrees latitude (g = 980.6199 gals.).
 MU0540
 MU0540.The modeled gravity was interpolated from observed gravity values.
 MU0540
 MU0540;                    North         East    Units  Estimated Accuracy
 MU0540;SPC NV E     - 8,725,800.      109,230.      MT  (+/- 180 meters Scaled)
 MU0540
 MU0540                          SUPERSEDED SURVEY CONTROL
 MU0540
 MU0540.No superseded survey control is available for this station.
 MU0540
 MU0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF278703(NAD 83)
 MU0540_MARKER: DD = SURVEY DISK
 MU0540_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0540_SP_SET: COPPER-CLAD STEEL ROD
 MU0540_STAMPING: 11 FMK 1973 5369
 MU0540_MARK LOGO: USGS  
 MU0540_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0540+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0540
 MU0540  HISTORY     - Date     Condition        Report By
 MU0540  HISTORY     - 1973     MONUMENTED       USGS
 MU0540
 MU0540                          STATION DESCRIPTION
 MU0540
 MU0540'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0540'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0540'MILES EAST ALONG GRAVEL ROAD, THENCE 5.9 MILES NORTH ALONG DIRT ROAD
 MU0540'TO A TRACK ROAD NORTHWEST, 122 FEET NORTH AND 59 FEET WEST OF A
 MU0540'Y-ROAD, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK PIPE
 MU0540'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0504 ***********************************************************************
 JR0504  DESIGNATION -  11 G
 JR0504  PID         -  JR0504
 JR0504  STATE/COUNTY-  NV/DOUGLAS
 JR0504  USGS QUAD   -  MINDEN (1982)
 JR0504
 JR0504                         *CURRENT SURVEY CONTROL
 JR0504  ___________________________________________________________________
 JR0504* NAD 83(1986)-  38 59 49.     (N)    119 48 15.     (W)     SCALED    
 JR0504* NAVD 88     -      1425.58   (+/-2cm)    4677.1    (feet)  VERTCON   
 JR0504  ___________________________________________________________________
 JR0504  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 JR0504
 JR0504  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0504
 JR0504.The horizontal coordinates were scaled from a topographic map and have
 JR0504.an estimated accuracy of +/- 6 seconds.
 JR0504
 JR0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0504.The vertical order pertains to the NGVD 29 superseded value.
 JR0504
 JR0504.The geoid height was determined by GEOID03.
 JR0504
 JR0504;                    North         East    Units  Estimated Accuracy
 JR0504;SPC NV W     - 4,471,970.      694,250.      MT  (+/- 180 meters Scaled)
 JR0504
 JR0504                          SUPERSEDED SURVEY CONTROL
 JR0504
 JR0504  NGVD 29 (??/??/92) 1424.448  (m)         4673.38   (f) ADJ UNCH    2 0
 JR0504
 JR0504.Superseded values are not recommended for survey control.
 JR0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0504.See file dsdata.txt to determine how the superseded data were derived.
 JR0504
 JR0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD571201(NAD 83)
 JR0504_MARKER: DD = SURVEY DISK
 JR0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0504_SP_SET: CULVERT
 JR0504_STAMPING: 11-G
 JR0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0504
 JR0504  HISTORY     - Date     Condition        Report By
 JR0504  HISTORY     - UNK      MONUMENTED       BOR
 JR0504  HISTORY     - 1951     GOOD             NGS
 JR0504
 JR0504                          STATION DESCRIPTION
 JR0504
 JR0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0504'2.4 MI E FROM GENOA.
 JR0504'2.4 MILES EAST ALONG STATE HIGHWAY 57 FROM THE GENERAL STORE
 JR0504'IN GENOA, 1.3 MILES WEST OF THE JUNCTION OF THE U.S. HIGHWAY
 JR0504'395, ABOUT 0.1 MILES WEST OF A T JUNCTION OF A ROAD LEADING NORTH
 JR0504'TO A RANCH HOUSE, LOCATED BETWEEN TWO COTTONWOOD TREES, 14 1/2
 JR0504'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP AND
 JR0504'IN THE CENTER OF A 4-FOOT BY 6-FOOT CONCRETE BOX TYPE CULVERT,
 JR0504'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0612 ***********************************************************************
 JQ0612  DESIGNATION -  11 GWM
 JQ0612  PID         -  JQ0612
 JQ0612  STATE/COUNTY-  NV/NYE
 JQ0612  USGS QUAD   -  IONE NW (1988)
 JQ0612
 JQ0612                         *CURRENT SURVEY CONTROL
 JQ0612  ___________________________________________________________________
 JQ0612* NAD 83(1994)-  38 58 51.02920(N)    117 38 24.37760(W)     ADJUSTED  
 JQ0612* NAVD 88     -      1991.36   (+/-2cm)    6533.3    (feet)  VERTCON   
 JQ0612  ___________________________________________________________________
 JQ0612  LAPLACE CORR-           7.48  (seconds)                    DEFLEC99
 JQ0612  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 JQ0612
 JQ0612  HORZ ORDER  -  THIRD
 JQ0612  VERT ORDER  -  THIRD ? (See Below)
 JQ0612
 JQ0612.The horizontal coordinates were established by classical geodetic methods
 JQ0612.and adjusted by the National Geodetic Survey in June 1998..
 JQ0612
 JQ0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0612.The vertical order pertains to the NGVD 29 superseded value.
 JQ0612
 JQ0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0612
 JQ0612.The geoid height was determined by GEOID03.
 JQ0612
 JQ0612;                    North         East     Units Scale Factor Converg.
 JQ0612;SPC NV C     - 6,469,922.532   415,659.390   MT  0.99998756   -0 36 44.6
 JQ0612;SPC NV C     -21,226,737.51  1,363,709.18   sFT  0.99998756   -0 36 44.6
 JQ0612;UTM  11      - 4,314,845.367   444,557.007   MT  0.99963785   -0 24 09.6
 JQ0612
 JQ0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0612!SPC NV C     -   0.99969125  x   0.99998756  =   0.99967881
 JQ0612!UTM  11      -   0.99969125  x   0.99963785  =   0.99932921
 JQ0612
 JQ0612                          SUPERSEDED SURVEY CONTROL
 JQ0612
 JQ0612  NAD 83(1992)-  38 58 51.03926(N)    117 38 24.37451(W) AD(       ) 3
 JQ0612  NAD 83(1986)-  38 58 51.03951(N)    117 38 24.37622(W) AD(       ) 3
 JQ0612  NGVD 29 (03/27/92) 1990.03   (m)         6529.0    (f) LEVELING    3  
 JQ0612
 JQ0612.Superseded values are not recommended for survey control.
 JQ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0612.See file dsdata.txt to determine how the superseded data were derived.
 JQ0612
 JQ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD4455714845(NAD 83)
 JQ0612_MARKER: DB = BENCH MARK DISK
 JQ0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0612+STABILITY: SURFACE MOTION
 JQ0612
 JQ0612  HISTORY     - Date     Condition        Report By
 JQ0612  HISTORY     - 1944     MONUMENTED       USGS
 JQ0612
 JQ0612                          STATION DESCRIPTION
 JQ0612
 JQ0612'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 JQ0612'DESCRIBED IN LEVEL LINE BY USGS, 1944, V 182 AS FOLLOWS--
 JQ0612'
 JQ0612'IONE, 4 MI. NW. OF, 160 FT. S. OF RD. FORK W. TO ELLSWORTH, 40 FT.
 JQ0612'SW. OF RD. TO EASTGATE, TOP OF CONCRETE POST, STANDARD TABLET
 JQ0612'STAMPED---GWM 11 1944 6529---.
 JQ0612'
 JQ0612'TO REACH FROM IONE, FOLLOW EASTGATE-IONE RD. FOR 4 MI. TO JUNCTION
 JQ0612'OF ELLSWORTH RD., BM IS 160 FT. S. OF RD. FORK W. TO ELLSWORTH AND
 JQ0612'40 FT. W. OF RD. TO EASTGATE.
 JQ0612'
 JQ0612'STATION MARK--STANDARD TABLET STAMPED---GWM 11 1944 6529---, IN
 JQ0612'CONCRETE POST.
 JQ0612'
 JQ0612'RMS--NONE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1462 ***********************************************************************
 KR1462  DESIGNATION -  11 HJH
 KR1462  PID         -  KR1462
 KR1462  STATE/COUNTY-  NV/WASHOE
 KR1462  USGS QUAD   -  NIXON NW (1985)
 KR1462
 KR1462                         *CURRENT SURVEY CONTROL
 KR1462  ___________________________________________________________________
 KR1462* NAD 83(1986)-  39 55 15.     (N)    119 22 51.     (W)     SCALED    
 KR1462* NAVD 88     -      1291.686  (meters)    4237.81   (feet)  ADJUSTED  
 KR1462  ___________________________________________________________________
 KR1462  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 KR1462  DYNAMIC HT  -        1290.638 (meters)    4234.37  (feet)  COMP
 KR1462  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 KR1462
 KR1462  VERT ORDER  -  SECOND    CLASS 0
 KR1462
 KR1462.The horizontal coordinates were scaled from a topographic map and have
 KR1462.an estimated accuracy of +/- 6 seconds.
 KR1462
 KR1462.The orthometric height was determined by differential leveling
 KR1462.and adjusted by the National Geodetic Survey in June 1991..
 KR1462
 KR1462.The geoid height was determined by GEOID03.
 KR1462
 KR1462.The dynamic height is computed by dividing the NAVD 88
 KR1462.geopotential number by the normal gravity value computed on the
 KR1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1462.degrees latitude (g = 980.6199 gals.).
 KR1462
 KR1462.The modeled gravity was interpolated from observed gravity values.
 KR1462
 KR1462;                    North         East    Units  Estimated Accuracy
 KR1462;SPC NV W     - 4,574,130.      731,830.      MT  (+/- 180 meters Scaled)
 KR1462
 KR1462                          SUPERSEDED SURVEY CONTROL
 KR1462
 KR1462  NGVD 29 (??/??/92) 1290.716  (m)         4234.62   (f) ADJ UNCH    2 0
 KR1462
 KR1462.Superseded values are not recommended for survey control.
 KR1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1462.See file dsdata.txt to determine how the superseded data were derived.
 KR1462
 KR1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE965216(NAD 83)
 KR1462_MARKER: DB = BENCH MARK DISK
 KR1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1462_SP_SET: CONCRETE POST
 KR1462_STAMPING: 11 HJH 1962 4235
 KR1462_MARK LOGO: USGS  
 KR1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1462+STABILITY: SURFACE MOTION
 KR1462
 KR1462  HISTORY     - Date     Condition        Report By
 KR1462  HISTORY     - 1962     MONUMENTED       USGS
 KR1462
 KR1462                          STATION DESCRIPTION
 KR1462
 KR1462'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1462'11.9 KM (7.40 MI) NORTH FROM NIXON.
 KR1462'7.4 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34, ABOUT 60 YARDS SOUTH
 KR1462'OF THE SUMMIT OF DUCK RIDGE FROM WHICH WINNEMUCCA LAKE AND PYRAMID
 KR1462'LAKE CAN BE SEEN, AND 43 FEET EAST OF THE HIGHWAY CENTERLINE.
 KR1462'THE MARK IS 3 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0395 ***********************************************************************
 JP0395  DESIGNATION -  11 JCO ET
 JP0395  PID         -  JP0395
 JP0395  STATE/COUNTY-  NV/NYE
 JP0395  USGS QUAD   -  THE WALL (1968)
 JP0395
 JP0395                         *CURRENT SURVEY CONTROL
 JP0395  ___________________________________________________________________
 JP0395* NAD 83(1994)-  38 27 31.26202(N)    115 59 07.56772(W)     ADJUSTED  
 JP0395* NAVD 88     -      1786.4    (meters)    5861.     (feet)  VERTCON   
 JP0395  ___________________________________________________________________
 JP0395  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 JP0395  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 JP0395
 JP0395  HORZ ORDER  -  SECOND
 JP0395
 JP0395.The horizontal coordinates were established by classical geodetic methods
 JP0395.and adjusted by the National Geodetic Survey in June 1998..
 JP0395
 JP0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0395
 JP0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0395
 JP0395.The geoid height was determined by GEOID03.
 JP0395
 JP0395;                    North         East     Units Scale Factor Converg.
 JP0395;SPC NV C     - 6,411,732.655   559,453.986   MT  0.99994352   +0 25 25.3
 JP0395;SPC NV C     -21,035,826.22  1,835,475.29   sFT  0.99994352   +0 25 25.3
 JP0395;SPC NV E     - 8,411,589.412   164,906.934   MT  0.99991516   -0 15 00.3
 JP0395;SPC NV E     -27,597,022.93    541,032.17   sFT  0.99991516   -0 15 00.3
 JP0395;UTM  11      - 4,257,196.412   588,519.440   MT  0.99969650   +0 37 51.8
 JP0395
 JP0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0395!SPC NV C     -   0.99972349  x   0.99994352  =   0.99966703
 JP0395!SPC NV E     -   0.99972349  x   0.99991516  =   0.99963867
 JP0395!UTM  11      -   0.99972349  x   0.99969650  =   0.99942007
 JP0395
 JP0395|---------------------------------------------------------------------|
 JP0395| PID    Reference Object                     Distance      Geod. Az  |
 JP0395|                                                           dddmmss.s |
 JP0395| DD5823 11 JCO ET RM 2                       13.057 METERS 14523     |
 JP0395| DD5822 11 JCO ET RM 1                       14.996 METERS 24620     |
 JP0395| JQ0564 10 JCO ET                           APPROX. 3.1 KM 2764458.0 |
 JP0395|---------------------------------------------------------------------|
 JP0395
 JP0395                          SUPERSEDED SURVEY CONTROL
 JP0395
 JP0395  NAD 83(1986)-  38 27 31.25735(N)    115 59 07.57005(W) AD(       ) 2
 JP0395  NAD 27      -  38 27 31.49956(N)    115 59 04.40762(W) AD(       ) 2
 JP0395  NGVD 29 (07/19/86) 1785.2    (m)         5857.     (f) VERT ANG       
 JP0395
 JP0395.Superseded values are not recommended for survey control.
 JP0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0395.See file dsdata.txt to determine how the superseded data were derived.
 JP0395
 JP0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC8851957196(NAD 83)
 JP0395_MARKER: DD = SURVEY DISK
 JP0395_SETTING: 0 = UNSPECIFIED SETTING
 JP0395
 JP0395  HISTORY     - Date     Condition        Report By
 JP0395  HISTORY     - 1967     MONUMENTED       USGS
 JP0395
 JP0395                          STATION DESCRIPTION
 JP0395
 JP0395'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (TES)
 JP0395'LOCATED ABOUT 29 MI. (AIRLINE) NE. OF WARM SPRINGS.  ON S. SIDE
 JP0395'OF U.S. HIGHWAY 6.  ABOUT 0.1 MI. OFF RD. ON A SMALL RISE.
 JP0395'
 JP0395'TO REACH FROM WARM SPRINGS, TRAVEL N. ON U.S. HIGHWAY 6 FOR
 JP0395'32.4 MI. JUST PAST A CURVE IN THE HIGHWAY.  TURN RIGHT
 JP0395'CROSS-COUNTRY FOR ABOUT 0.1 MI. TO A SLIGHT RISE AND STATION.
 JP0395'
 JP0395'STATION MARK--A STANDARD TABLET STAMPED ET 11 JCO 1967 SET ON
 JP0395'COPPERWELD ROD.
 JP0395'
 JP0395'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 JP0395'NO 1 1967 SET ON COPPERWELD ROD.
 JP0395'
 JP0395'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 JP0395'NO 2 1967 SET ON COPPERWELD ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0465 ***********************************************************************
 MV0465  DESIGNATION -  11 LRC
 MV0465  PID         -  MV0465
 MV0465  STATE/COUNTY-  NV/HUMBOLDT
 MV0465  USGS QUAD   -  BATTLE CREEK RANCH (1982)
 MV0465
 MV0465                         *CURRENT SURVEY CONTROL
 MV0465  ___________________________________________________________________
 MV0465* NAD 83(1986)-  41 24 24.     (N)    118 51 41.     (W)     SCALED    
 MV0465* NAVD 88     -      1246.012  (meters)    4087.96   (feet)  ADJUSTED  
 MV0465  ___________________________________________________________________
 MV0465  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 MV0465  DYNAMIC HT  -        1245.152 (meters)    4085.14  (feet)  COMP
 MV0465  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 MV0465
 MV0465  VERT ORDER  -  SECOND    CLASS 0
 MV0465
 MV0465.The horizontal coordinates were scaled from a topographic map and have
 MV0465.an estimated accuracy of +/- 6 seconds.
 MV0465
 MV0465.The orthometric height was determined by differential leveling
 MV0465.and adjusted by the National Geodetic Survey in June 1991..
 MV0465
 MV0465.The geoid height was determined by GEOID03.
 MV0465
 MV0465.The dynamic height is computed by dividing the NAVD 88
 MV0465.geopotential number by the normal gravity value computed on the
 MV0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0465.degrees latitude (g = 980.6199 gals.).
 MV0465
 MV0465.The modeled gravity was interpolated from observed gravity values.
 MV0465
 MV0465;                    North         East    Units  Estimated Accuracy
 MV0465;SPC NV W     - 4,738,840.      776,750.      MT  (+/- 180 meters Scaled)
 MV0465
 MV0465                          SUPERSEDED SURVEY CONTROL
 MV0465
 MV0465  NGVD 29 (??/??/92) 1244.98   (m)         4084.6    (f) COMPUTED    2 0
 MV0465
 MV0465.Superseded values are not recommended for survey control.
 MV0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0465.See file dsdata.txt to determine how the superseded data were derived.
 MV0465
 MV0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF444855(NAD 83)
 MV0465_MARKER: DD = SURVEY DISK
 MV0465_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0465_SP_SET: COPPER-CLAD STEEL ROD
 MV0465_STAMPING: 11 LRC 1972 4085
 MV0465_MARK LOGO: USGS  
 MV0465_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0465+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0465
 MV0465  HISTORY     - Date     Condition        Report By
 MV0465  HISTORY     - 1972     MONUMENTED       USGS
 MV0465
 MV0465                          STATION DESCRIPTION
 MV0465
 MV0465'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0465'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0465'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0465'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0465'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0465'ALONG TRACK ROAD, THENCE 9.7 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0465'TOWARD PAHUTE MEADOW RANCH TO A SHORT DRAIN DITCH, 11.4 MILES SOUTH OF
 MV0465'LEONARD CREEK RANCH, 0.8 MILES NORTH OF BATTLE CREEK RANCH, 52 FEET
 MV0465'WEST OF THE CENTERLINE OF THE ROAD OPPOSITE A DRAIN DITCH, 2 FEET EAST
 MV0465'OF A WITNESS POST, ENCASED IN DRAINPIPE CASING AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0436 ***********************************************************************
 HP0436  DESIGNATION -  11 LRC
 HP0436  PID         -  HP0436
 HP0436  STATE/COUNTY-  NV/LINCOLN
 HP0436  USGS QUAD   -  LIME MOUNTAIN (1973)
 HP0436
 HP0436                         *CURRENT SURVEY CONTROL
 HP0436  ___________________________________________________________________
 HP0436* NAD 83(1986)-  37 11 18.     (N)    114 12 10.     (W)     SCALED    
 HP0436* NAVD 88     -      1184.210  (meters)    3885.20   (feet)  POSTED    
 HP0436  ___________________________________________________________________
 HP0436  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 HP0436  DYNAMIC HT  -        1182.960 (meters)    3881.09  (feet)  COMP
 HP0436  MODELED GRAV-     979,536.1   (mgal)                       NAVD 88
 HP0436
 HP0436  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0436
 HP0436.The horizontal coordinates were scaled from a topographic map and have
 HP0436.an estimated accuracy of +/- 6 seconds.
 HP0436
 HP0436.The orthometric height was determined by differential leveling
 HP0436.and adjusted by the National Geodetic Survey in 1992..
 HP0436.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0436.rate of 1.1 thru 2.0 mm/km.
 HP0436
 HP0436.The geoid height was determined by GEOID03.
 HP0436
 HP0436.The dynamic height is computed by dividing the NAVD 88
 HP0436.geopotential number by the normal gravity value computed on the
 HP0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0436.degrees latitude (g = 980.6199 gals.).
 HP0436
 HP0436.The modeled gravity was interpolated from observed gravity values.
 HP0436
 HP0436;                    North         East    Units  Estimated Accuracy
 HP0436;SPC NV E     - 8,271,420.      322,570.      MT  (+/- 180 meters Scaled)
 HP0436
 HP0436                          SUPERSEDED SURVEY CONTROL
 HP0436
 HP0436.No superseded survey control is available for this station.
 HP0436
 HP0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB482194(NAD 83)
 HP0436_MARKER: DD = SURVEY DISK
 HP0436_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0436_SP_SET: COPPER-CLAD STEEL ROD
 HP0436_STAMPING: 11 LRC 1973 3883
 HP0436_MARK LOGO: USGS  
 HP0436_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0436+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0436
 HP0436  HISTORY     - Date     Condition        Report By
 HP0436  HISTORY     - 1973     MONUMENTED       USGS
 HP0436
 HP0436                          STATION DESCRIPTION
 HP0436
 HP0436'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0436'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0436'MILES NORTH ALONG A GRAVEL ROAD TO A LARGE DRAIN, THENCE 17.0 MILES
 HP0436'EASTERLY ALONG THE BLM ROAD TOWARD BEAVER DAM WASH TO THE TOP OF A
 HP0436'RISE, ABOUT 14.0 MILES WEST OF BEAVER DAM WASH, 39 FEET NORTH OF THE
 HP0436'CENTER OF THE ROAD, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL
 HP0436'ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0920 ***********************************************************************
 KR0920  DESIGNATION -  11 RESET
 KR0920  PID         -  KR0920
 KR0920  STATE/COUNTY-  NV/WASHOE
 KR0920  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR0920
 KR0920                         *CURRENT SURVEY CONTROL
 KR0920  ___________________________________________________________________
 KR0920* NAD 83(1986)-  39 26 01.     (N)    119 45 59.     (W)     SCALED    
 KR0920* NAVD 88     -      1378.09   (meters)    4521.3    (feet)  RESET     
 KR0920  ___________________________________________________________________
 KR0920  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR0920
 KR0920  VERT ORDER  -  THIRD
 KR0920
 KR0920.The horizontal coordinates were scaled from a topographic map and have
 KR0920.an estimated accuracy of +/- 6 seconds.
 KR0920
 KR0920.The orthometric height was computed from unverified reset data.
 KR0920
 KR0920.The geoid height was determined by GEOID03.
 KR0920
 KR0920;                    North         East    Units  Estimated Accuracy
 KR0920;SPC NV W     - 4,520,400.      698,150.      MT  (+/- 180 meters Scaled)
 KR0920
 KR0920                          SUPERSEDED SURVEY CONTROL
 KR0920
 KR0920.No superseded survey control is available for this station.
 KR0920
 KR0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD619685(NAD 83)
 KR0920_MARKER: DD = SURVEY DISK
 KR0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0920_STAMPING: 11 RESET 1955
 KR0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0920+STABILITY: SURFACE MOTION
 KR0920
 KR0920  HISTORY     - Date     Condition        Report By
 KR0920  HISTORY     - 1955     MONUMENTED       NVDH
 KR0920  HISTORY     - 1956     GOOD             NGS
 KR0920
 KR0920                          STATION DESCRIPTION
 KR0920
 KR0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KR0920'6.9 MI SE FROM RENO.
 KR0920'6.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR0920'RENO, WASHOE COUNTY, 122.5 FEET SOUTH OF SIERRA PACIFIC POWER CO. POLE
 KR0920'57213, 39.3 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTH-BOUND LANE
 KR0920'OF THE HIGHWAY AT SURVEY STATION S 1020+02, 9.5 FEET EAST OF A V
 KR0920'DITCH, AND 1 FOOT EAST OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY
 KR0920'STANDARD DISK, STAMPED 11 RESET 1955 AND SET IN THE TOP OF A CONCRETE
 KR0920'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0649 ***********************************************************************
 GS0649  DESIGNATION -  11 TJS
 GS0649  PID         -  GS0649
 GS0649  STATE/COUNTY-  NV/NYE
 GS0649  USGS QUAD   -  CRATER FLAT (1986)
 GS0649
 GS0649                         *CURRENT SURVEY CONTROL
 GS0649  ___________________________________________________________________
 GS0649* NAD 83(1986)-  36 47 43.     (N)    116 33 50.     (W)     SCALED    
 GS0649* NAVD 88     -       958.657  (meters)    3145.19   (feet)  ADJUSTED  
 GS0649  ___________________________________________________________________
 GS0649  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 GS0649  DYNAMIC HT  -         957.624 (meters)    3141.80  (feet)  COMP
 GS0649  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 GS0649
 GS0649  VERT ORDER  -  FIRST     CLASS I
 GS0649
 GS0649.The horizontal coordinates were scaled from a topographic map and have
 GS0649.an estimated accuracy of +/- 6 seconds.
 GS0649
 GS0649.The orthometric height was determined by differential leveling
 GS0649.and adjusted by the National Geodetic Survey in May 2004..
 GS0649
 GS0649.The geoid height was determined by GEOID03.
 GS0649
 GS0649.The dynamic height is computed by dividing the NAVD 88
 GS0649.geopotential number by the normal gravity value computed on the
 GS0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0649.degrees latitude (g = 980.6199 gals.).
 GS0649
 GS0649.The modeled gravity was interpolated from observed gravity values.
 GS0649
 GS0649;                    North         East    Units  Estimated Accuracy
 GS0649;SPC NV C     - 6,226,920.      509,170.      MT  (+/- 180 meters Scaled)
 GS0649
 GS0649                          SUPERSEDED SURVEY CONTROL
 GS0649
 GS0649  NAVD 88 (??/??/92)  958.658  (m)         3145.20   (f) UNKNOWN     3 0
 GS0649  NGVD 29 (05/01/91)  957.752  (m)         3142.22   (f) ADJUSTED    1 1
 GS0649
 GS0649.Superseded values are not recommended for survey control.
 GS0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0649.See file dsdata.txt to determine how the superseded data were derived.
 GS0649
 GS0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA389722(NAD 83)
 GS0649_MARKER: DB = BENCH MARK DISK
 GS0649_SETTING: 0 = UNSPECIFIED SETTING
 GS0649_STAMPING: 11 TJS 1983
 GS0649_MARK LOGO: USGS  
 GS0649_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0649
 GS0649  HISTORY     - Date     Condition        Report By
 GS0649  HISTORY     - 1983     MONUMENTED       USGS
 GS0649  HISTORY     - 1986     GOOD             USGS
 GS0649  HISTORY     - 1988     GOOD             USGS
 GS0649  HISTORY     - 19910109 GOOD             USGS
 GS0649  HISTORY     - 19921208 GOOD             USGS
 GS0649  HISTORY     - 19941223 GOOD             USGS
 GS0649
 GS0649                          STATION DESCRIPTION
 GS0649
 GS0649'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0649'35.3 KM (21.95 MI) ESE FROM BEATTY.
 GS0649'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0649'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0649'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0649'T-INTERSECTION, THENCE EAST 2.35 MILES, 410 FEET SOUTH OF THE ROAD, 6
 GS0649'FEET SOUTH OF A ROCK CAIRN.
 GS0649
 GS0649                          STATION RECOVERY (1986)
 GS0649
 GS0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0649'RECOVERED IN GOOD CONDITION.
 GS0649
 GS0649                          STATION RECOVERY (1988)
 GS0649
 GS0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0649'RECOVERED IN GOOD CONDITION.
 GS0649
 GS0649                          STATION RECOVERY (1991)
 GS0649
 GS0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0649'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0649'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0649'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0649'T-INTERSECTION, THENCE EAST 2.35 MILES, 410 FEET SOUTH OF THE ROAD, 6
 GS0649'FEET SOUTH OF A ROCK CAIRN.
 GS0649
 GS0649                          STATION RECOVERY (1992)
 GS0649
 GS0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0649'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0649'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0649'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0649'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 2.35 MILES (3.78 KM), 410
 GS0649'FEET (125.0 M) SOUTH OF THE ROAD, 6 FEET (1.8 M) SOUTH OF A ROCK
 GS0649'CAIRN.
 GS0649
 GS0649                          STATION RECOVERY (1994)
 GS0649
 GS0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0649'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0589 ***********************************************************************
 JQ0589  DESIGNATION -  110 DOR
 JQ0589  PID         -  JQ0589
 JQ0589  STATE/COUNTY-  NV/NYE
 JQ0589  USGS QUAD   -  CHAOS CREEK (1967)
 JQ0589
 JQ0589                         *CURRENT SURVEY CONTROL
 JQ0589  ___________________________________________________________________
 JQ0589* NAD 83(1986)-  38 42 34.     (N)    116 01 51.     (W)     SCALED    
 JQ0589* NAVD 88     -      1888.402  (meters)    6195.53   (feet)  ADJUSTED  
 JQ0589  ___________________________________________________________________
 JQ0589  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 JQ0589  DYNAMIC HT  -        1886.316 (meters)    6188.69  (feet)  COMP
 JQ0589  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 JQ0589
 JQ0589  VERT ORDER  -  SECOND    CLASS 0
 JQ0589
 JQ0589.The horizontal coordinates were scaled from a topographic map and have
 JQ0589.an estimated accuracy of +/- 6 seconds.
 JQ0589
 JQ0589.The orthometric height was determined by differential leveling
 JQ0589.and adjusted by the National Geodetic Survey in June 1991..
 JQ0589
 JQ0589.The geoid height was determined by GEOID03.
 JQ0589
 JQ0589.The dynamic height is computed by dividing the NAVD 88
 JQ0589.geopotential number by the normal gravity value computed on the
 JQ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0589.degrees latitude (g = 980.6199 gals.).
 JQ0589
 JQ0589.The modeled gravity was interpolated from observed gravity values.
 JQ0589
 JQ0589;                    North         East    Units  Estimated Accuracy
 JQ0589;SPC NV C     - 6,439,540.      555,300.      MT  (+/- 180 meters Scaled)
 JQ0589
 JQ0589                          SUPERSEDED SURVEY CONTROL
 JQ0589
 JQ0589.No superseded survey control is available for this station.
 JQ0589
 JQ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC842849(NAD 83)
 JQ0589_MARKER: DD = SURVEY DISK
 JQ0589_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0589_SP_SET: COPPER-CLAD STEEL ROD
 JQ0589_STAMPING: 110 DOR 1967 6191
 JQ0589_MARK LOGO: USGS  
 JQ0589_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0589+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0589
 JQ0589  HISTORY     - Date     Condition        Report By
 JQ0589  HISTORY     - 1967     MONUMENTED       USGS
 JQ0589
 JQ0589                          STATION DESCRIPTION
 JQ0589
 JQ0589'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0589'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0589'HIGHWAY 6, THENCE 6.7 MILES NORTH TO A Y-ROAD NORTHEAST TO LITTLE
 JQ0589'SMOKY VALLEY, THENCE 10.8 MILES NORTHEAST TO THE TOP OF A SLIGHT RISE,
 JQ0589'0.3 MILES NORTH OF 2 LARGE WATER STORAGE TANKS WITH DRINKING TROUGHS,
 JQ0589'60 FEET SOUTHEAST OF THE ROAD, 5 FEET SOUTH OF A WITNESS, SET ON A
 JQ0589'COPPER-COATED ROD, ENCLOSED BY A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0622 ***********************************************************************
 JP0622  DESIGNATION -  110 DOR
 JP0622  PID         -  JP0622
 JP0622  STATE/COUNTY-  NV/WHITE PINE
 JP0622  USGS QUAD   -  MINERVA (1986)
 JP0622
 JP0622                         *CURRENT SURVEY CONTROL
 JP0622  ___________________________________________________________________
 JP0622* NAD 83(1986)-  38 47 46.     (N)    114 23 45.     (W)     SCALED    
 JP0622* NAVD 88     -      1767.642  (meters)    5799.34   (feet)  ADJUSTED  
 JP0622  ___________________________________________________________________
 JP0622  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 JP0622  DYNAMIC HT  -        1765.753 (meters)    5793.14  (feet)  COMP
 JP0622  MODELED GRAV-     979,496.9   (mgal)                       NAVD 88
 JP0622
 JP0622  VERT ORDER  -  SECOND    CLASS 0
 JP0622
 JP0622.The horizontal coordinates were scaled from a topographic map and have
 JP0622.an estimated accuracy of +/- 6 seconds.
 JP0622
 JP0622.The orthometric height was determined by differential leveling
 JP0622.and adjusted by the National Geodetic Survey in August 1995..
 JP0622
 JP0622.The geoid height was determined by GEOID03.
 JP0622
 JP0622.The dynamic height is computed by dividing the NAVD 88
 JP0622.geopotential number by the normal gravity value computed on the
 JP0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0622.degrees latitude (g = 980.6199 gals.).
 JP0622
 JP0622.The modeled gravity was interpolated from observed gravity values.
 JP0622
 JP0622;                    North         East    Units  Estimated Accuracy
 JP0622;SPC NV E     - 8,449,640.      303,160.      MT  (+/- 180 meters Scaled)
 JP0622
 JP0622                          SUPERSEDED SURVEY CONTROL
 JP0622
 JP0622.No superseded survey control is available for this station.
 JP0622
 JP0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC261973(NAD 83)
 JP0622_MARKER: DD = SURVEY DISK
 JP0622_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0622_SP_SET: COPPER-CLAD STEEL ROD
 JP0622_STAMPING: 110 DOR 1971 5795
 JP0622_MARK LOGO: USGS  
 JP0622_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0622
 JP0622  HISTORY     - Date     Condition        Report By
 JP0622  HISTORY     - 1971     MONUMENTED       USGS
 JP0622
 JP0622                          STATION DESCRIPTION
 JP0622
 JP0622'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0622'FROM THE POST OFFICE AT ELY, PROCEED 47 MILES SOUTH ALONG U S HIGHWAY
 JP0622'93 TO A T-ROAD EAST TO ATLANTA, THENCE 10.1 MILES EAST, 130 FEET
 JP0622'SOUTHEAST OF A FENCE, 50 FEET NORTHWEST OF THE CENTERLINE OF THE
 JP0622'ROAD, 2 FEET SOUTHEAST OF A WITNESS POST,  A 5/8 INCH COPPER COATED
 JP0622'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0424 ***********************************************************************
 MV0424  DESIGNATION -  110 LRC
 MV0424  PID         -  MV0424
 MV0424  STATE/COUNTY-  NV/WASHOE
 MV0424  USGS QUAD   -  CHESTER LYONS SPRING (1979)
 MV0424
 MV0424                         *CURRENT SURVEY CONTROL
 MV0424  ___________________________________________________________________
 MV0424* NAD 83(1986)-  41 11 20.     (N)    119 30 13.     (W)     SCALED    
 MV0424* NAVD 88     -      1629.792  (meters)    5347.08   (feet)  ADJUSTED  
 MV0424  ___________________________________________________________________
 MV0424  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 MV0424  DYNAMIC HT  -        1628.498 (meters)    5342.83  (feet)  COMP
 MV0424  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 MV0424
 MV0424  VERT ORDER  -  SECOND    CLASS 0
 MV0424
 MV0424.The horizontal coordinates were scaled from a topographic map and have
 MV0424.an estimated accuracy of +/- 6 seconds.
 MV0424
 MV0424.The orthometric height was determined by differential leveling
 MV0424.and adjusted by the National Geodetic Survey in June 1991..
 MV0424
 MV0424.The geoid height was determined by GEOID03.
 MV0424
 MV0424.The dynamic height is computed by dividing the NAVD 88
 MV0424.geopotential number by the normal gravity value computed on the
 MV0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0424.degrees latitude (g = 980.6199 gals.).
 MV0424
 MV0424.The modeled gravity was interpolated from observed gravity values.
 MV0424
 MV0424;                    North         East    Units  Estimated Accuracy
 MV0424;SPC NV W     - 4,715,030.      722,800.      MT  (+/- 180 meters Scaled)
 MV0424
 MV0424                          SUPERSEDED SURVEY CONTROL
 MV0424
 MV0424.No superseded survey control is available for this station.
 MV0424
 MV0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF900627(NAD 83)
 MV0424_MARKER: DD = SURVEY DISK
 MV0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0424_SP_SET: CONCRETE POST
 MV0424_STAMPING: 110 LRC 1972 5343
 MV0424_MARK LOGO: USGS  
 MV0424_PROJECTION: FLUSH
 MV0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0424+STABILITY: SURFACE MOTION
 MV0424
 MV0424  HISTORY     - Date     Condition        Report By
 MV0424  HISTORY     - 1972     MONUMENTED       USGS
 MV0424
 MV0424                          STATION DESCRIPTION
 MV0424
 MV0424'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0424'61.0 KM (37.90 MI) SE FROM VYA.
 MV0424'VYA, 2.0 MILES SOUTHWEST OF, THENCE 33.5 MILES SOUTHEAST ALONG STATE
 MV0424'HIGHWAY 34 TO THE GRASS VALLEY ROAD JUNCTION, THENCE 2.4 MILES
 MV0424'SOUTHWEST ALONG GRASS VALLEY ROAD TO THE NORTHWEST POINT OF A RIDGE,
 MV0424'134 FEET EAST OF A ROAD TO A BORROW PIT, AND 49 FEET SOUTHEAST OF THE
 MV0424'CENTERLINE OF THE MAIN ROAD.
 MV0424'THE MARK IS 4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1161 ***********************************************************************
 GR1161  DESIGNATION -  111
 GR1161  PID         -  GR1161
 GR1161  STATE/COUNTY-  NV/CLARK
 GR1161  USGS QUAD   -  CORN CREEK SPRINGS (1974)
 GR1161
 GR1161                         *CURRENT SURVEY CONTROL
 GR1161  ___________________________________________________________________
 GR1161* NAD 83(1986)-  36 23 01.     (N)    115 20 41.     (W)     SCALED    
 GR1161* NAVD 88     -       847.679  (meters)    2781.09   (feet)  POSTED    
 GR1161  ___________________________________________________________________
 GR1161  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR1161  DYNAMIC HT  -         846.780 (meters)    2778.14  (feet)  COMP
 GR1161  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 GR1161
 GR1161  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR1161
 GR1161.The horizontal coordinates were scaled from a topographic map and have
 GR1161.an estimated accuracy of +/- 6 seconds.
 GR1161
 GR1161.The orthometric height was determined by differential leveling
 GR1161.and adjusted by the National Geodetic Survey in 1992..
 GR1161.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR1161.rate of 1.1 thru 2.0 mm/km.
 GR1161
 GR1161.The geoid height was determined by GEOID03.
 GR1161
 GR1161.The dynamic height is computed by dividing the NAVD 88
 GR1161.geopotential number by the normal gravity value computed on the
 GR1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1161.degrees latitude (g = 980.6199 gals.).
 GR1161
 GR1161.The modeled gravity was interpolated from observed gravity values.
 GR1161
 GR1161;                    North         East    Units  Estimated Accuracy
 GR1161;SPC NV E     - 8,181,260.      221,410.      MT  (+/- 180 meters Scaled)
 GR1161
 GR1161                          SUPERSEDED SURVEY CONTROL
 GR1161
 GR1161  NGVD 29 (??/??/92)  846.93   (m)         2778.6    (f) COMPUTED    1 1
 GR1161
 GR1161.Superseded values are not recommended for survey control.
 GR1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1161.See file dsdata.txt to determine how the superseded data were derived.
 GR1161
 GR1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA484277(NAD 83)
 GR1161_MARKER: P = PIPE CAP
 GR1161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1161_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1161_STAMPING: 2778.639 B 111 1907
 GR1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1161
 GR1161  HISTORY     - Date     Condition        Report By
 GR1161  HISTORY     - 1907     MONUMENTED       USGS
 GR1161  HISTORY     - 1963     GOOD             NGS
 GR1161
 GR1161                          STATION DESCRIPTION
 GR1161
 GR1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1161'19.6 MI NW FROM LAS VEGAS.
 GR1161'10.9 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1161'RAILROAD STATION AT LAS VEGAS, THENCE 8.7 MILES NORTH ALONG AN OLD
 GR1161'HIGHWAY, 0.4 MILE NORTHWEST OF A GRAVEL ROAD, 132 FEET SOUTHEAST OF
 GR1161'THE APPROXIMATE CENTER OF A DRY WASH, 49 FEET NORTHEAST OF THE CENTER
 GR1161'LINE OF THE HIGHWAY, 90 FEET EAST OF POWER LINE POLE 20916, ABOUT 1
 GR1161'FOOT HIGHER THAN THE HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 GR1161'IRON PIPE PROJECTING 1.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0590 ***********************************************************************
 JQ0590  DESIGNATION -  111 DOR
 JQ0590  PID         -  JQ0590
 JQ0590  STATE/COUNTY-  NV/NYE
 JQ0590  USGS QUAD   -  CHAOS CREEK (1967)
 JQ0590
 JQ0590                         *CURRENT SURVEY CONTROL
 JQ0590  ___________________________________________________________________
 JQ0590* NAD 83(1986)-  38 41 42.     (N)    116 02 16.     (W)     SCALED    
 JQ0590* NAVD 88     -      1881.004  (meters)    6171.26   (feet)  ADJUSTED  
 JQ0590  ___________________________________________________________________
 JQ0590  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 JQ0590  DYNAMIC HT  -        1878.922 (meters)    6164.43  (feet)  COMP
 JQ0590  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 JQ0590
 JQ0590  VERT ORDER  -  SECOND    CLASS 0
 JQ0590
 JQ0590.The horizontal coordinates were scaled from a topographic map and have
 JQ0590.an estimated accuracy of +/- 6 seconds.
 JQ0590
 JQ0590.The orthometric height was determined by differential leveling
 JQ0590.and adjusted by the National Geodetic Survey in June 1991..
 JQ0590
 JQ0590.The geoid height was determined by GEOID03.
 JQ0590
 JQ0590.The dynamic height is computed by dividing the NAVD 88
 JQ0590.geopotential number by the normal gravity value computed on the
 JQ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0590.degrees latitude (g = 980.6199 gals.).
 JQ0590
 JQ0590.The modeled gravity was interpolated from observed gravity values.
 JQ0590
 JQ0590;                    North         East    Units  Estimated Accuracy
 JQ0590;SPC NV C     - 6,437,930.      554,710.      MT  (+/- 180 meters Scaled)
 JQ0590
 JQ0590                          SUPERSEDED SURVEY CONTROL
 JQ0590
 JQ0590.No superseded survey control is available for this station.
 JQ0590
 JQ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC836833(NAD 83)
 JQ0590_MARKER: DD = SURVEY DISK
 JQ0590_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0590_SP_SET: COPPER-CLAD STEEL ROD
 JQ0590_STAMPING: 111 DOR 1967 6167
 JQ0590_MARK LOGO: USGS  
 JQ0590_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0590+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0590
 JQ0590  HISTORY     - Date     Condition        Report By
 JQ0590  HISTORY     - 1967     MONUMENTED       USGS
 JQ0590
 JQ0590                          STATION DESCRIPTION
 JQ0590
 JQ0590'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0590'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0590'HIGHWAY 6, THENCE 6.7 MILES NORTH TO A Y-ROAD NORTHEAST TO LITTLE
 JQ0590'SMOKY VALLEY, THENCE 9.8 MILES NORTHEAST, 40 FEET SOUTHEAST OF THE
 JQ0590'ROAD, 5 FEET WEST OF A WITNESS, SET ON A COPPER-COATED ROD, ENCLOSED
 JQ0590'BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0425 ***********************************************************************
 MV0425  DESIGNATION -  111 LRC
 MV0425  PID         -  MV0425
 MV0425  STATE/COUNTY-  NV/WASHOE
 MV0425  USGS QUAD   -  CHESTER LYONS SPRING (1979)
 MV0425
 MV0425                         *CURRENT SURVEY CONTROL
 MV0425  ___________________________________________________________________
 MV0425* NAD 83(1986)-  41 10 30.     (N)    119 31 06.     (W)     SCALED    
 MV0425* NAVD 88     -      1641.581  (meters)    5385.75   (feet)  ADJUSTED  
 MV0425  ___________________________________________________________________
 MV0425  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 MV0425  DYNAMIC HT  -        1640.264 (meters)    5381.43  (feet)  COMP
 MV0425  MODELED GRAV-     979,763.7   (mgal)                       NAVD 88
 MV0425
 MV0425  VERT ORDER  -  SECOND    CLASS 0
 MV0425
 MV0425.The horizontal coordinates were scaled from a topographic map and have
 MV0425.an estimated accuracy of +/- 6 seconds.
 MV0425
 MV0425.The orthometric height was determined by differential leveling
 MV0425.and adjusted by the National Geodetic Survey in June 1991..
 MV0425
 MV0425.The geoid height was determined by GEOID03.
 MV0425
 MV0425.The dynamic height is computed by dividing the NAVD 88
 MV0425.geopotential number by the normal gravity value computed on the
 MV0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0425.degrees latitude (g = 980.6199 gals.).
 MV0425
 MV0425.The modeled gravity was interpolated from observed gravity values.
 MV0425
 MV0425;                    North         East    Units  Estimated Accuracy
 MV0425;SPC NV W     - 4,713,500.      721,550.      MT  (+/- 180 meters Scaled)
 MV0425
 MV0425                          SUPERSEDED SURVEY CONTROL
 MV0425
 MV0425.No superseded survey control is available for this station.
 MV0425
 MV0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF887612(NAD 83)
 MV0425_MARKER: DD = SURVEY DISK
 MV0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0425_SP_SET: CONCRETE POST
 MV0425_STAMPING: 111 LRC 1972 5382
 MV0425_MARK LOGO: USGS  
 MV0425_PROJECTION: FLUSH
 MV0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0425+STABILITY: SURFACE MOTION
 MV0425
 MV0425  HISTORY     - Date     Condition        Report By
 MV0425  HISTORY     - 1972     MONUMENTED       USGS
 MV0425
 MV0425                          STATION DESCRIPTION
 MV0425
 MV0425'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0425'62.9 KM (39.10 MI) SE FROM VYA.
 MV0425'VYA, 2.0 MILES SOUTHWEST OF, THENCE 33.5 MILES SOUTHEAST ALONG STATE
 MV0425'HIGHWAY 34 TO THE OF GRASS VALLEY ROAD JUNCTION, THENCE 3.6 MILES
 MV0425'SOUTHWEST ALONG GRASS VALLEY ROAD TO A CROSSING OF THE OLD ROAD AT
 MV0425'THE BOTTOM OF A GENTLE UPGRADE, 76 FEET SOUTHEAST OF THE CENTERLINE
 MV0425'OF THE ROAD AT THE CROSSING OF THE OLD ROAD, AND 54 FEET SOUTH OF THE
 MV0425'CENTERLINE OF THE OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1156 ***********************************************************************
 GR1156  DESIGNATION -  112
 GR1156  PID         -  GR1156
 GR1156  STATE/COUNTY-  NV/CLARK
 GR1156  USGS QUAD   -  TULE SPRINGS PARK (1983)
 GR1156
 GR1156                         *CURRENT SURVEY CONTROL
 GR1156  ___________________________________________________________________
 GR1156* NAD 83(1986)-  36 20 26.     (N)    115 17 45.     (W)     SCALED    
 GR1156* NAVD 88     -       806.751  (meters)    2646.82   (feet)  ADJUSTED  
 GR1156  ___________________________________________________________________
 GR1156  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 GR1156  DYNAMIC HT  -         805.894 (meters)    2644.00  (feet)  COMP
 GR1156  MODELED GRAV-     979,543.4   (mgal)                       NAVD 88
 GR1156
 GR1156  VERT ORDER  -  FIRST     CLASS I
 GR1156
 GR1156.The horizontal coordinates were scaled from a topographic map and have
 GR1156.an estimated accuracy of +/- 6 seconds.
 GR1156
 GR1156.The orthometric height was determined by differential leveling
 GR1156.and adjusted by the National Geodetic Survey in June 1991..
 GR1156
 GR1156.The geoid height was determined by GEOID03.
 GR1156
 GR1156.The dynamic height is computed by dividing the NAVD 88
 GR1156.geopotential number by the normal gravity value computed on the
 GR1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1156.degrees latitude (g = 980.6199 gals.).
 GR1156
 GR1156.The modeled gravity was interpolated from observed gravity values.
 GR1156
 GR1156;                    North         East    Units  Estimated Accuracy
 GR1156;SPC NV E     - 8,176,490.      225,810.      MT  (+/- 180 meters Scaled)
 GR1156
 GR1156                          SUPERSEDED SURVEY CONTROL
 GR1156
 GR1156.No superseded survey control is available for this station.
 GR1156
 GR1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA529230(NAD 83)
 GR1156_MARKER: P = PIPE CAP
 GR1156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1156_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1156_STAMPING: 2644.388 B 112 1907
 GR1156_PROJECTION: PROJECTING 40 CENTIMETERS
 GR1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1156
 GR1156  HISTORY     - Date     Condition        Report By
 GR1156  HISTORY     - 1907     MONUMENTED       USGS
 GR1156  HISTORY     - 1963     GOOD             NGS
 GR1156  HISTORY     - 1980     GOOD             NGS
 GR1156  HISTORY     - 19961121 GOOD             USPSQD
 GR1156
 GR1156                          STATION DESCRIPTION
 GR1156
 GR1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1156'15.6 MI NW FROM LAS VEGAS.
 GR1156'10.9 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1156'RAILROAD STATION AT LAS VEGAS, THENCE 4.7 MILES NORTH ALONG AN OLD
 GR1156'HIGHWAY, 51 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 101 FEET
 GR1156'EAST-SOUTHEAST OF POWER LINE POLE 20878, 74 FEET SOUTHEAST OF THE
 GR1156'SOUTHEAST END OF A SMALL GRAVELED COVERED KNOLL, 2.4 FEET SOUTHEAST OF
 GR1156'A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON THE TOP
 GR1156'OF A 3 1/2-INCH IRON PIPE PROJECTING 1.6 FOOT ABOVE THE GROUND.
 GR1156
 GR1156                          STATION RECOVERY (1980)
 GR1156
 GR1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1156'2.1 KILOMETERS (1.3 MILES) WEST ALONG BONANZA ROAD FROM ITS JUNCTION
 GR1156'WITH THE INTERSTATE HIGHWAY 15 OVERPASS IN LAS VEGAS, THENCE 13.5
 GR1156'KILOMETERS (8.4 MILES) NORTHWEST ALONG RANCHO DRIVE (U. S. HIGHWAY
 GR1156'95), THENCE 7.6 KILOMETERS (4.7 MILES) NORTH ALONG AN OLD RAILROAD
 GR1156'GRADE, 15.5 METERS (51 FEET) NORTHEAST OF THE CENTER OF THE
 GR1156'RAILROAD GRADE AND 30.7 METERS (101 FEET) SOUTHEAST OF POWER POLE
 GR1156'20878.
 GR1156'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 GR1156'THE MARK IS ABOVE LEVEL WITH RAILROAD GRADE.
 GR1156
 GR1156                          STATION RECOVERY (1996)
 GR1156
 GR1156'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0591 ***********************************************************************
 JQ0591  DESIGNATION -  112 DOR
 JQ0591  PID         -  JQ0591
 JQ0591  STATE/COUNTY-  NV/NYE
 JQ0591  USGS QUAD   -  CHAOS CREEK (1967)
 JQ0591
 JQ0591                         *CURRENT SURVEY CONTROL
 JQ0591  ___________________________________________________________________
 JQ0591* NAD 83(1986)-  38 40 35.     (N)    116 02 47.     (W)     SCALED    
 JQ0591* NAVD 88     -      1888.698  (meters)    6196.50   (feet)  ADJUSTED  
 JQ0591  ___________________________________________________________________
 JQ0591  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 JQ0591  DYNAMIC HT  -        1886.602 (meters)    6189.63  (feet)  COMP
 JQ0591  MODELED GRAV-     979,451.5   (mgal)                       NAVD 88
 JQ0591
 JQ0591  VERT ORDER  -  SECOND    CLASS 0
 JQ0591
 JQ0591.The horizontal coordinates were scaled from a topographic map and have
 JQ0591.an estimated accuracy of +/- 6 seconds.
 JQ0591
 JQ0591.The orthometric height was determined by differential leveling
 JQ0591.and adjusted by the National Geodetic Survey in June 1991..
 JQ0591
 JQ0591.The geoid height was determined by GEOID03.
 JQ0591
 JQ0591.The dynamic height is computed by dividing the NAVD 88
 JQ0591.geopotential number by the normal gravity value computed on the
 JQ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0591.degrees latitude (g = 980.6199 gals.).
 JQ0591
 JQ0591.The modeled gravity was interpolated from observed gravity values.
 JQ0591
 JQ0591;                    North         East    Units  Estimated Accuracy
 JQ0591;SPC NV C     - 6,435,860.      553,970.      MT  (+/- 180 meters Scaled)
 JQ0591
 JQ0591                          SUPERSEDED SURVEY CONTROL
 JQ0591
 JQ0591.No superseded survey control is available for this station.
 JQ0591
 JQ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC829812(NAD 83)
 JQ0591_MARKER: DD = SURVEY DISK
 JQ0591_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0591_SP_SET: COPPER-CLAD STEEL ROD
 JQ0591_STAMPING: 112 DOR 1967 6192
 JQ0591_MARK LOGO: USGS  
 JQ0591_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0591+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0591
 JQ0591  HISTORY     - Date     Condition        Report By
 JQ0591  HISTORY     - 1967     MONUMENTED       USGS
 JQ0591
 JQ0591                          STATION DESCRIPTION
 JQ0591
 JQ0591'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0591'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0591'HIGHWAY 6, THENCE 6.7 MILES NORTH TO A Y-ROAD NORTHEAST TO LITTLE
 JQ0591'SMOKY VALLEY, THENCE 8.4 MILES NORTHEAST TO THE TOP OF A RISE, 40 FEET
 JQ0591'EAST AND 1 FOOT LOWER THAN THE ROAD, 4 FEET SOUTHEAST OF A WITNESS, ON
 JQ0591'A COPPER-COATED ROD, ENCLOSED BY A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0426 ***********************************************************************
 MV0426  DESIGNATION -  112 LRC
 MV0426  PID         -  MV0426
 MV0426  STATE/COUNTY-  NV/WASHOE
 MV0426  USGS QUAD   -  CHESTER LYONS SPRING (1979)
 MV0426
 MV0426                         *CURRENT SURVEY CONTROL
 MV0426  ___________________________________________________________________
 MV0426* NAD 83(1986)-  41 10 04.     (N)    119 31 05.     (W)     SCALED    
 MV0426* NAVD 88     -      1675.414  (meters)    5496.75   (feet)  ADJUSTED  
 MV0426  ___________________________________________________________________
 MV0426  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 MV0426  DYNAMIC HT  -        1674.067 (meters)    5492.33  (feet)  COMP
 MV0426  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 MV0426
 MV0426  VERT ORDER  -  SECOND    CLASS 0
 MV0426
 MV0426.The horizontal coordinates were scaled from a topographic map and have
 MV0426.an estimated accuracy of +/- 6 seconds.
 MV0426
 MV0426.The orthometric height was determined by differential leveling
 MV0426.and adjusted by the National Geodetic Survey in June 1991..
 MV0426
 MV0426.The geoid height was determined by GEOID03.
 MV0426
 MV0426.The dynamic height is computed by dividing the NAVD 88
 MV0426.geopotential number by the normal gravity value computed on the
 MV0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0426.degrees latitude (g = 980.6199 gals.).
 MV0426
 MV0426.The modeled gravity was interpolated from observed gravity values.
 MV0426
 MV0426;                    North         East    Units  Estimated Accuracy
 MV0426;SPC NV W     - 4,712,700.      721,560.      MT  (+/- 180 meters Scaled)
 MV0426
 MV0426                          SUPERSEDED SURVEY CONTROL
 MV0426
 MV0426.No superseded survey control is available for this station.
 MV0426
 MV0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF887604(NAD 83)
 MV0426_MARKER: DD = SURVEY DISK
 MV0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0426_SP_SET: CONCRETE POST
 MV0426_STAMPING: 112 LRC 1972 5493
 MV0426_MARK LOGO: USGS  
 MV0426_PROJECTION: FLUSH
 MV0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0426+STABILITY: SURFACE MOTION
 MV0426
 MV0426  HISTORY     - Date     Condition        Report By
 MV0426  HISTORY     - 1972     MONUMENTED       USGS
 MV0426
 MV0426                          STATION DESCRIPTION
 MV0426
 MV0426'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0426'63.9 KM (39.70 MI) SE FROM VYA.
 MV0426'VYA, 2.0 MILES SOUTHWEST OF TO A T-ROAD SOUTH, THENCE 33.5 MILES
 MV0426'SOUTHEAST ALONG STATE HIGHWAY 34 TO THE GRASS VALLEY ROAD JUNCTION,
 MV0426'THENCE 4.2 MILES SOUTHWEST ALONG GRASS VALLEY ROAD TO A LOW SADDLE OF
 MV0426'AN EAST/WEST RIDGE, ABOUT 4 MILES NORTHEAST OF THE GRASS VALLEY RANCH
 MV0426'ROAD, AND 71 FEET EAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1151 ***********************************************************************
 GR1151  DESIGNATION -  113
 GR1151  PID         -  GR1151
 GR1151  STATE/COUNTY-  NV/CLARK
 GR1151  USGS QUAD   -  TULE SPRINGS PARK (1983)
 GR1151
 GR1151                         *CURRENT SURVEY CONTROL
 GR1151  ___________________________________________________________________
 GR1151* NAD 83(1994)-  36 17 14.83171(N)    115 16 03.99179(W)     ADJUSTED  
 GR1151* NAVD 88     -       748.266  (meters)    2454.94   (feet)  ADJUSTED  
 GR1151  ___________________________________________________________________
 GR1151  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 GR1151  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 GR1151  DYNAMIC HT  -         747.474 (meters)    2452.34  (feet)  COMP
 GR1151  MODELED GRAV-     979,550.0   (mgal)                       NAVD 88
 GR1151
 GR1151  HORZ ORDER  -  THIRD
 GR1151  VERT ORDER  -  FIRST     CLASS I
 GR1151
 GR1151.The horizontal coordinates were established by classical geodetic methods
 GR1151.and adjusted by the National Geodetic Survey in June 1998..
 GR1151
 GR1151.The orthometric height was determined by differential leveling
 GR1151.and adjusted by the National Geodetic Survey in June 1991..
 GR1151
 GR1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1151
 GR1151.The geoid height was determined by GEOID03.
 GR1151
 GR1151.The dynamic height is computed by dividing the NAVD 88
 GR1151.geopotential number by the normal gravity value computed on the
 GR1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1151.degrees latitude (g = 980.6199 gals.).
 GR1151
 GR1151.The modeled gravity was interpolated from observed gravity values.
 GR1151
 GR1151;                    North         East     Units Scale Factor Converg.
 GR1151;SPC NV E     - 8,170,609.772   228,345.455   MT  0.99990990   +0 11 12.3
 GR1151;SPC NV E     -26,806,408.89    749,163.38   sFT  0.99990990   +0 11 12.3
 GR1151;UTM  11      - 4,017,223.951   655,559.896   MT  0.99989816   +1 01 31.4
 GR1151
 GR1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1151!SPC NV E     -   0.99988689  x   0.99990990  =   0.99979680
 GR1151!UTM  11      -   0.99988689  x   0.99989816  =   0.99978506
 GR1151
 GR1151:                Primary Azimuth Mark                     Grid Az
 GR1151:SPC NV E     -  GASS                                     031 46 58.6
 GR1151:UTM  11      -  GASS                                     030 56 39.5
 GR1151
 GR1151|---------------------------------------------------------------------|
 GR1151| PID    Reference Object                     Distance      Geod. Az  |
 GR1151|                                                           dddmmss.s |
 GR1151| GR1792 GASS                                APPROX.14.8 KM 0315810.9 |
 GR1151|---------------------------------------------------------------------|
 GR1151
 GR1151                          SUPERSEDED SURVEY CONTROL
 GR1151
 GR1151  NAD 83(1994)-  36 17 14.83340(N)    115 16 03.99435(W) AD(       ) 3
 GR1151  NAD 83(1992)-  36 17 14.83343(N)    115 16 03.99386(W) AD(       ) 3
 GR1151  NAD 83(1992)-  36 17 14.83242(N)    115 16 03.99284(W) AD(       ) 3
 GR1151  NAD 83(1986)-  36 17 14.82422(N)    115 16 03.97995(W) AD(       ) 3
 GR1151  NGVD 29 (05/01/88)  747.57   (m)         2452.7    (f) LEVELING    3  
 GR1151
 GR1151.Superseded values are not recommended for survey control.
 GR1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1151.See file dsdata.txt to determine how the superseded data were derived.
 GR1151
 GR1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA5556017224(NAD 83)
 GR1151_MARKER: P = PIPE CAP
 GR1151_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1151_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1151_STAMPING: 2452.830 B 113 1907
 GR1151_PROJECTION: FLUSH
 GR1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1151
 GR1151  HISTORY     - Date     Condition        Report By
 GR1151  HISTORY     - 1950     MONUMENTED       USGS
 GR1151  HISTORY     - 1949     GOOD             NGS
 GR1151  HISTORY     - 1963     GOOD             NGS
 GR1151  HISTORY     - 1980     GOOD             NGS
 GR1151  HISTORY     - 19961121 GOOD             USPSQD
 GR1151
 GR1151                          STATION DESCRIPTION
 GR1151
 GR1151'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GR1151'LOCATED 11.6 MI BY RD. NW. OF LAS VEGAS POST OFFICE.
 GR1151'
 GR1151'TO REACH FROM LAS VEGAS POST OFFICE, DRIVE 10.8 MI N. ON U.S.
 GR1151'HWY. 95.  TURN RIGHT AND FOLLOW ABANDONED RR. GRADE 0.8 MI NE. TO
 GR1151'STATION WHICH IS 47 FT. E. OF CENTERLINE RR. GRADE.
 GR1151'
 GR1151'STATION MARK--BRASS CAP STAMPED---2452.830 B 113 1907---, RIVETED
 GR1151'ON TOP OF 3-1/2 INCH IRON PIPE PROJECTING ABOUT 2 FT. ABOVE
 GR1151'GROUND.
 GR1151'
 GR1151'RMS--NONE SET.
 GR1151
 GR1151                          STATION RECOVERY (1949)
 GR1151
 GR1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 GR1151'11.7 MI NW FROM LAS VEGAS.
 GR1151'10.9 MILES NORTHWEST ALONG U. S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1151'RAILROAD ROAD STATION AT LAS VEGAS, THENCE 0.8 MILE NORTH ALONG AN OLD
 GR1151'HIGHWAY (FORMERLY AN OLD RAILROAD GRADE), 42 YARDS NORTH OF THE NORTH
 GR1151'END OF A SMALL THROUGH CUT, 49 FEET EAST OF THE CENTER LINE OF THE
 GR1151'HIGHWAY, 33 FEET NORTH OF THE TOP OF A 15-YARD-LONG GRAVEL EMBANKMENT,
 GR1151'2.4 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 GR1151'HIGHWAY, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.5
 GR1151'FEET ABOVE THE GROUND.
 GR1151
 GR1151                          STATION RECOVERY (1963)
 GR1151
 GR1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR1151'RECOVERED IN GOOD CONDITION.
 GR1151
 GR1151                          STATION RECOVERY (1980)
 GR1151
 GR1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1151'2.1 KILOMETERS (1.3 MILES) WEST ALONG BONANZA ROAD FROM ITS JUNCTION
 GR1151'WITH THE INTERSTATE HIGHWAY 15 OVERPASS IN LAS VEGAS, THENCE 13.5
 GR1151'KILOMETERS (8.4 MILES) NORTHWEST ALONG RANCHO DRIVE (U. S. HIGHWAY
 GR1151'95), THENCE 1.3 KILOMETERS (0.8 MILE) NORTH ALONG AN OLD RAILROAD
 GR1151'GRADE, 14.9 METERS (49 FEET) EAST OF THE CENTER OF THE OLD RAILROAD
 GR1151'GRADE AND 38.4 METERS (126 FEET) NORTH OF THE NORTH END OF A SMALL
 GR1151'THROUGH CUT.
 GR1151'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 GR1151'THE MARK IS 0.9 M ABOVE OLD RAILROAD GRADE.
 GR1151
 GR1151                          STATION RECOVERY (1996)
 GR1151
 GR1151'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0592 ***********************************************************************
 JQ0592  DESIGNATION -  113 DOR
 JQ0592  PID         -  JQ0592
 JQ0592  STATE/COUNTY-  NV/NYE
 JQ0592  USGS QUAD   -  CHAOS CREEK (1967)
 JQ0592
 JQ0592                         *CURRENT SURVEY CONTROL
 JQ0592  ___________________________________________________________________
 JQ0592* NAD 83(1986)-  38 39 34.     (N)    116 03 15.     (W)     SCALED    
 JQ0592* NAVD 88     -      1886.237  (meters)    6188.43   (feet)  ADJUSTED  
 JQ0592  ___________________________________________________________________
 JQ0592  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 JQ0592  DYNAMIC HT  -        1884.143 (meters)    6181.56  (feet)  COMP
 JQ0592  MODELED GRAV-     979,451.4   (mgal)                       NAVD 88
 JQ0592
 JQ0592  VERT ORDER  -  SECOND    CLASS 0
 JQ0592
 JQ0592.The horizontal coordinates were scaled from a topographic map and have
 JQ0592.an estimated accuracy of +/- 6 seconds.
 JQ0592
 JQ0592.The orthometric height was determined by differential leveling
 JQ0592.and adjusted by the National Geodetic Survey in June 1991..
 JQ0592
 JQ0592.The geoid height was determined by GEOID03.
 JQ0592
 JQ0592.The dynamic height is computed by dividing the NAVD 88
 JQ0592.geopotential number by the normal gravity value computed on the
 JQ0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0592.degrees latitude (g = 980.6199 gals.).
 JQ0592
 JQ0592.The modeled gravity was interpolated from observed gravity values.
 JQ0592
 JQ0592;                    North         East    Units  Estimated Accuracy
 JQ0592;SPC NV C     - 6,433,970.      553,310.      MT  (+/- 180 meters Scaled)
 JQ0592
 JQ0592                          SUPERSEDED SURVEY CONTROL
 JQ0592
 JQ0592.No superseded survey control is available for this station.
 JQ0592
 JQ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC822794(NAD 83)
 JQ0592_MARKER: DD = SURVEY DISK
 JQ0592_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0592_SP_SET: COPPER-CLAD STEEL ROD
 JQ0592_STAMPING: 113 DOR 1967 6184
 JQ0592_MARK LOGO: USGS  
 JQ0592_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0592+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0592
 JQ0592  HISTORY     - Date     Condition        Report By
 JQ0592  HISTORY     - 1967     MONUMENTED       USGS
 JQ0592
 JQ0592                          STATION DESCRIPTION
 JQ0592
 JQ0592'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0592'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0592'HIGHWAY 6, THENCE 6.7 MILES NORTH TO A Y-ROAD NORTHEAST TO LITTLE
 JQ0592'SMOKY VALLEY, THENCE 7.1 MILES NORTHEAST, 220 FEET SOUTHWEST OF THE
 JQ0592'JUNCTION OF A T-ROAD EAST TO A TANK, 48 FEET NORTHWEST AND 2 FEET
 JQ0592'HIGHER THAN THE ROAD, 28 FEET WEST OF A SMALL BLM BRASS CAP STAMPED -U
 JQ0592'69 1961-, 5 FEET WEST OF A WITNESS, SET ON A COPPER-COATED ROD,
 JQ0592'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0427 ***********************************************************************
 MV0427  DESIGNATION -  113 LRC
 MV0427  PID         -  MV0427
 MV0427  STATE/COUNTY-  NV/WASHOE
 MV0427  USGS QUAD   -  CHESTER LYONS SPRING (1979)
 MV0427
 MV0427                         *CURRENT SURVEY CONTROL
 MV0427  ___________________________________________________________________
 MV0427* NAD 83(1986)-  41 09 06.     (N)    119 31 25.     (W)     SCALED    
 MV0427* NAVD 88     -      1659.204  (meters)    5443.57   (feet)  ADJUSTED  
 MV0427  ___________________________________________________________________
 MV0427  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 MV0427  DYNAMIC HT  -        1657.863 (meters)    5439.17  (feet)  COMP
 MV0427  MODELED GRAV-     979,757.0   (mgal)                       NAVD 88
 MV0427
 MV0427  VERT ORDER  -  SECOND    CLASS 0
 MV0427
 MV0427.The horizontal coordinates were scaled from a topographic map and have
 MV0427.an estimated accuracy of +/- 6 seconds.
 MV0427
 MV0427.The orthometric height was determined by differential leveling
 MV0427.and adjusted by the National Geodetic Survey in June 1991..
 MV0427
 MV0427.The geoid height was determined by GEOID03.
 MV0427
 MV0427.The dynamic height is computed by dividing the NAVD 88
 MV0427.geopotential number by the normal gravity value computed on the
 MV0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0427.degrees latitude (g = 980.6199 gals.).
 MV0427
 MV0427.The modeled gravity was interpolated from observed gravity values.
 MV0427
 MV0427;                    North         East    Units  Estimated Accuracy
 MV0427;SPC NV W     - 4,710,910.      721,080.      MT  (+/- 180 meters Scaled)
 MV0427
 MV0427                          SUPERSEDED SURVEY CONTROL
 MV0427
 MV0427.No superseded survey control is available for this station.
 MV0427
 MV0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF882586(NAD 83)
 MV0427_MARKER: DD = SURVEY DISK
 MV0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0427_SP_SET: CONCRETE POST
 MV0427_STAMPING: 113 LRC 1972 5439
 MV0427_MARK LOGO: USGS  
 MV0427_PROJECTION: FLUSH
 MV0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0427+STABILITY: SURFACE MOTION
 MV0427
 MV0427  HISTORY     - Date     Condition        Report By
 MV0427  HISTORY     - 1972     MONUMENTED       USGS
 MV0427
 MV0427                          STATION DESCRIPTION
 MV0427
 MV0427'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0427'65.8 KM (40.90 MI) SE FROM VYA.
 MV0427'VYA, 2.0 MILES SOUTHWEST OF TO A T-ROAD SOUTH, THENCE 33.5 MILES
 MV0427'SOUTHEAST ALONG STATE HIGHWAY 34 TO THE GRASS VALLEY ROAD JUNCTION,
 MV0427'THENCE 5.4 MILES SOUTHWEST ALONG GRASS VALLEY ROAD TO A Y-ROAD
 MV0427'WEST, 3.0 MILES NORTHEAST OF THE GRASS VALLEY RANCH ROAD, 52 FEET
 MV0427'WEST OF A SIGNPOST, 38 FEET NORTH OF THE CENTERLINE OF THE SIDE ROAD,
 MV0427'AND 35 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0886 ***********************************************************************
 KR0886  DESIGNATION -  1132
 KR0886  PID         -  KR0886
 KR0886  STATE/COUNTY-  NV/LYON
 KR0886  USGS QUAD   -  HINKSON SLOUGH (1987)
 KR0886
 KR0886                         *CURRENT SURVEY CONTROL
 KR0886  ___________________________________________________________________
 KR0886* NAD 83(1986)-  39 01 42.     (N)    119 03 23.     (W)     SCALED    
 KR0886* NAVD 88     -      1340.51   (+/-2cm)    4398.0    (feet)  VERTCON   
 KR0886  ___________________________________________________________________
 KR0886  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 KR0886
 KR0886  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0886
 KR0886.The horizontal coordinates were scaled from a topographic map and have
 KR0886.an estimated accuracy of +/- 6 seconds.
 KR0886
 KR0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0886.The vertical order pertains to the NGVD 29 superseded value.
 KR0886
 KR0886.The geoid height was determined by GEOID03.
 KR0886
 KR0886;                    North         East    Units  Estimated Accuracy
 KR0886;SPC NV W     - 4,474,850.      759,040.      MT  (+/- 180 meters Scaled)
 KR0886
 KR0886                          SUPERSEDED SURVEY CONTROL
 KR0886
 KR0886  NGVD 29 (??/??/92) 1339.480  (m)         4394.61   (f) ADJ UNCH    2 0
 KR0886
 KR0886.Superseded values are not recommended for survey control.
 KR0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0886.See file dsdata.txt to determine how the superseded data were derived.
 KR0886
 KR0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD219219(NAD 83)
 KR0886_MARKER: DB = BENCH MARK DISK
 KR0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0886_STAMPING: 1. 13. 2
 KR0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0886+STABILITY: SURFACE MOTION
 KR0886
 KR0886  HISTORY     - Date     Condition        Report By
 KR0886  HISTORY     - UNK      MONUMENTED       NVGS
 KR0886  HISTORY     - 1935     GOOD             NGS
 KR0886  HISTORY     - 1955     MARK NOT FOUND   USGS
 KR0886
 KR0886                          STATION DESCRIPTION
 KR0886
 KR0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KR0886'8.3 MI NE FROM YERINGTON.
 KR0886'8.3 MILES NORTHEAST OF COURTHOUSE BY HIGHWAY.  ALONG STATE HIGHWAY NO.
 KR0886'3, BETWEEN YERINGTON AND SCHURZ, NEVADA.  255 FEET WEST OF SOUTH
 KR0886'HEADWALL OF CONCRETE CULVERT, 42 FEET SOUTH OF CENTERLINE OF HIGHWAY.
 KR0886
 KR0886                          STATION RECOVERY (1955)
 KR0886
 KR0886'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KR0886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0593 ***********************************************************************
 JQ0593  DESIGNATION -  114 DOR
 JQ0593  PID         -  JQ0593
 JQ0593  STATE/COUNTY-  NV/NYE
 JQ0593  USGS QUAD   -  CHAOS CREEK (1967)
 JQ0593
 JQ0593                         *CURRENT SURVEY CONTROL
 JQ0593  ___________________________________________________________________
 JQ0593* NAD 83(1986)-  38 38 40.     (N)    116 03 40.     (W)     SCALED    
 JQ0593* NAVD 88     -      1846.863  (meters)    6059.25   (feet)  ADJUSTED  
 JQ0593  ___________________________________________________________________
 JQ0593  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 JQ0593  DYNAMIC HT  -        1844.819 (meters)    6052.54  (feet)  COMP
 JQ0593  MODELED GRAV-     979,456.3   (mgal)                       NAVD 88
 JQ0593
 JQ0593  VERT ORDER  -  SECOND    CLASS 0
 JQ0593
 JQ0593.The horizontal coordinates were scaled from a topographic map and have
 JQ0593.an estimated accuracy of +/- 6 seconds.
 JQ0593
 JQ0593.The orthometric height was determined by differential leveling
 JQ0593.and adjusted by the National Geodetic Survey in June 1991..
 JQ0593
 JQ0593.The geoid height was determined by GEOID03.
 JQ0593
 JQ0593.The dynamic height is computed by dividing the NAVD 88
 JQ0593.geopotential number by the normal gravity value computed on the
 JQ0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0593.degrees latitude (g = 980.6199 gals.).
 JQ0593
 JQ0593.The modeled gravity was interpolated from observed gravity values.
 JQ0593
 JQ0593;                    North         East    Units  Estimated Accuracy
 JQ0593;SPC NV C     - 6,432,310.      552,710.      MT  (+/- 180 meters Scaled)
 JQ0593
 JQ0593                          SUPERSEDED SURVEY CONTROL
 JQ0593
 JQ0593.No superseded survey control is available for this station.
 JQ0593
 JQ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC817777(NAD 83)
 JQ0593_MARKER: DD = SURVEY DISK
 JQ0593_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0593_SP_SET: COPPER-CLAD STEEL ROD
 JQ0593_STAMPING: 114 DOR 1967 6055
 JQ0593_MARK LOGO: USGS  
 JQ0593_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0593+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0593
 JQ0593  HISTORY     - Date     Condition        Report By
 JQ0593  HISTORY     - 1967     MONUMENTED       USGS
 JQ0593
 JQ0593                          STATION DESCRIPTION
 JQ0593
 JQ0593'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0593'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0593'HIGHWAY 6, THENCE 6.7 MILES NORTH TO A Y-ROAD NORTHEAST TO LITTLE
 JQ0593'SMOKY VALLEY, THENCE 6.1 MILES NORTHEAST, 0.2 MILES NORTHEAST OF THE
 JQ0593'JUNCTION OF A Y-ROAD SOUTHEAST, ALONG THE WEST SIDE OF THE VALLEY, 72
 JQ0593'FEET EAST OF THE ROAD, 1.5 FEET WEST OF A WITNESS, SET ON A
 JQ0593'COPPER-COATED ROD, ENCLOSED BY A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0428 ***********************************************************************
 MV0428  DESIGNATION -  114 LRC
 MV0428  PID         -  MV0428
 MV0428  STATE/COUNTY-  NV/WASHOE
 MV0428  USGS QUAD   -  CHESTER LYONS SPRING (1979)
 MV0428
 MV0428                         *CURRENT SURVEY CONTROL
 MV0428  ___________________________________________________________________
 MV0428* NAD 83(1986)-  41 08 19.     (N)    119 31 34.     (W)     SCALED    
 MV0428* NAVD 88     -      1663.217  (meters)    5456.74   (feet)  ADJUSTED  
 MV0428  ___________________________________________________________________
 MV0428  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 MV0428  DYNAMIC HT  -        1661.868 (meters)    5452.31  (feet)  COMP
 MV0428  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 MV0428
 MV0428  VERT ORDER  -  SECOND    CLASS 0
 MV0428
 MV0428.The horizontal coordinates were scaled from a topographic map and have
 MV0428.an estimated accuracy of +/- 6 seconds.
 MV0428
 MV0428.The orthometric height was determined by differential leveling
 MV0428.and adjusted by the National Geodetic Survey in June 1991..
 MV0428
 MV0428.The geoid height was determined by GEOID03.
 MV0428
 MV0428.The dynamic height is computed by dividing the NAVD 88
 MV0428.geopotential number by the normal gravity value computed on the
 MV0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0428.degrees latitude (g = 980.6199 gals.).
 MV0428
 MV0428.The modeled gravity was interpolated from observed gravity values.
 MV0428
 MV0428;                    North         East    Units  Estimated Accuracy
 MV0428;SPC NV W     - 4,709,470.      720,850.      MT  (+/- 180 meters Scaled)
 MV0428
 MV0428                          SUPERSEDED SURVEY CONTROL
 MV0428
 MV0428.No superseded survey control is available for this station.
 MV0428
 MV0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF879572(NAD 83)
 MV0428_MARKER: DD = SURVEY DISK
 MV0428_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0428_SP_SET: COPPER-CLAD STEEL ROD
 MV0428_STAMPING: 114 LRC 1972 5453
 MV0428_MARK LOGO: USGS  
 MV0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0428
 MV0428  HISTORY     - Date     Condition        Report By
 MV0428  HISTORY     - 1972     MONUMENTED       USGS
 MV0428
 MV0428                          STATION DESCRIPTION
 MV0428
 MV0428'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0428'67.3 KM (41.80 MI) SE FROM VYA.
 MV0428'VYA, 2.0 MILES SOUTHWEST OF TO A T-ROAD SOUTH, THENCE 33.5 MILES
 MV0428'SOUTHEAST ALONG STATE HIGHWAY 34 TO THE GRASS VALLEY ROAD JUNCTION,
 MV0428'THENCE 6.3 MILES SOUTHWEST ALONG GRASS VALLEY ROAD TO A SLIGHT RISE
 MV0428'NEAR THE BASE OF A LOW HILL, ABOUT 2.2 MILES NORTH OF THE GRASS
 MV0428'VALLEY RANCH ROAD, ABOUT 200 FEET EAST OF A WASH, AND 50 FEET EAST OF
 MV0428'THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD OF UNKNOWN
 MV0428'DEPTH,  ENCASED IN IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1140 ***********************************************************************
 GR1140  DESIGNATION -  114 RESET
 GR1140  PID         -  GR1140
 GR1140  STATE/COUNTY-  NV/CLARK
 GR1140  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1140
 GR1140                         *CURRENT SURVEY CONTROL
 GR1140  ___________________________________________________________________
 GR1140* NAD 83(1986)-  36 14 18.     (N)    115 13 54.     (W)     SCALED    
 GR1140* NAVD 88     -       699.49   (+/-2cm)    2294.9    (feet)  VERTCON   
 GR1140  ___________________________________________________________________
 GR1140  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 GR1140
 GR1140  VERT ORDER  -  FIRST     CLASS I (See Below)
 GR1140
 GR1140.The horizontal coordinates were scaled from a topographic map and have
 GR1140.an estimated accuracy of +/- 6 seconds.
 GR1140
 GR1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1140.The vertical order pertains to the NGVD 29 superseded value.
 GR1140
 GR1140.The geoid height was determined by GEOID03.
 GR1140
 GR1140;                    North         East    Units  Estimated Accuracy
 GR1140;SPC NV E     - 8,165,170.      231,610.      MT  (+/- 180 meters Scaled)
 GR1140
 GR1140                          SUPERSEDED SURVEY CONTROL
 GR1140
 GR1140  NGVD 29 (??/??/92)  698.86   (m)         2292.8    (f) COMPUTED    1 1
 GR1140
 GR1140.Superseded values are not recommended for survey control.
 GR1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1140.See file dsdata.txt to determine how the superseded data were derived.
 GR1140
 GR1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA589118(NAD 83)
 GR1140_MARKER: P = PIPE CAP
 GR1140_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1140_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1140_STAMPING: 2292.942 B 1907 114 RESET 1949
 GR1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1140
 GR1140  HISTORY     - Date     Condition        Report By
 GR1140  HISTORY     - 1949     MONUMENTED       USGS
 GR1140  HISTORY     - 1949     GOOD             NGS
 GR1140  HISTORY     - 1963     GOOD             NGS
 GR1140  HISTORY     - 1980     MARK NOT FOUND   NGS
 GR1140  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR1140
 GR1140                          STATION DESCRIPTION
 GR1140
 GR1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR1140'7.6 MI NW FROM LAS VEGAS.
 GR1140'7.6 MILES NORTHWEST ALONG U. S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1140'RAILROAD STATION AT LAS VEGAS, 340 FEET SOUTHEAST OF THE CENTER OF THE
 GR1140'SOUTHWEST END OF A 42-INCH CORRUGATED METAL PIPE CULVERT NO. E -
 GR1140'230+00, 168 1/2 FEET WEST OF AND ACROSS THE HIGHWAY FROM POWER LINE
 GR1140'POLE 137, 94 FEET NORTHWEST OF A TELEPHONE POLE, 56.0 FEET SOUTHWEST
 GR1140'OF THE CENTER LINE OF THE HIGHWAY, 1.6 FEET NORTHEAST OF A WITNESS
 GR1140'POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND RIVETED ON TOP OF A 3
 GR1140'1/2-INCH IRON PIPE WHICH IS ENCASED IN CONCRETE AND PROJECTS 1.3 FEET
 GR1140'ABOVE THE GROUND.
 GR1140
 GR1140                          STATION RECOVERY (1963)
 GR1140
 GR1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR1140'RECOVERED IN GOOD CONDITION.
 GR1140
 GR1140                          STATION RECOVERY (1980)
 GR1140
 GR1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1140'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 GR1140
 GR1140                          STATION RECOVERY (1996)
 GR1140
 GR1140'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0594 ***********************************************************************
 JQ0594  DESIGNATION -  115 DOR
 JQ0594  PID         -  JQ0594
 JQ0594  STATE/COUNTY-  NV/NYE
 JQ0594  USGS QUAD   -  CHAOS CREEK (1967)
 JQ0594
 JQ0594                         *CURRENT SURVEY CONTROL
 JQ0594  ___________________________________________________________________
 JQ0594* NAD 83(1986)-  38 37 42.     (N)    116 04 07.     (W)     SCALED    
 JQ0594* NAVD 88     -      1846.609  (meters)    6058.42   (feet)  ADJUSTED  
 JQ0594  ___________________________________________________________________
 JQ0594  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 JQ0594  DYNAMIC HT  -        1844.566 (meters)    6051.71  (feet)  COMP
 JQ0594  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 JQ0594
 JQ0594  VERT ORDER  -  SECOND    CLASS 0
 JQ0594
 JQ0594.The horizontal coordinates were scaled from a topographic map and have
 JQ0594.an estimated accuracy of +/- 6 seconds.
 JQ0594
 JQ0594.The orthometric height was determined by differential leveling
 JQ0594.and adjusted by the National Geodetic Survey in June 1991..
 JQ0594
 JQ0594.The geoid height was determined by GEOID03.
 JQ0594
 JQ0594.The dynamic height is computed by dividing the NAVD 88
 JQ0594.geopotential number by the normal gravity value computed on the
 JQ0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0594.degrees latitude (g = 980.6199 gals.).
 JQ0594
 JQ0594.The modeled gravity was interpolated from observed gravity values.
 JQ0594
 JQ0594;                    North         East    Units  Estimated Accuracy
 JQ0594;SPC NV C     - 6,430,510.      552,070.      MT  (+/- 180 meters Scaled)
 JQ0594
 JQ0594                          SUPERSEDED SURVEY CONTROL
 JQ0594
 JQ0594.No superseded survey control is available for this station.
 JQ0594
 JQ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC810759(NAD 83)
 JQ0594_MARKER: DD = SURVEY DISK
 JQ0594_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0594_SP_SET: COPPER-CLAD STEEL ROD
 JQ0594_STAMPING: 115 DOR 1967 6054
 JQ0594_MARK LOGO: USGS  
 JQ0594_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0594+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0594
 JQ0594  HISTORY     - Date     Condition        Report By
 JQ0594  HISTORY     - 1967     MONUMENTED       USGS
 JQ0594
 JQ0594                          STATION DESCRIPTION
 JQ0594
 JQ0594'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0594'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0594'HIGHWAY 6, THENCE 6.7 MILES NORTH TO A Y-ROAD NORTHEAST TO LITTLE
 JQ0594'SMOKY VALLEY, THENCE 4.9 MILES NORTHEAST TO A DRY WASH CROSSING, 140
 JQ0594'FEET NORTHEAST OF THE DRAIN CROSSING, 70 FEET EAST AND 3 FEET LOWER
 JQ0594'THAN THE ROAD, 5 FEET NORTH OF A WITNESS, SET ON A COPPER-COATED ROD,
 JQ0594'ENCLOSED BY A FIBER PIPE PROJECTING 0.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0429 ***********************************************************************
 MV0429  DESIGNATION -  115 LRC
 MV0429  PID         -  MV0429
 MV0429  STATE/COUNTY-  NV/WASHOE
 MV0429  USGS QUAD   -  CHESTER LYONS SPRING (1979)
 MV0429
 MV0429                         *CURRENT SURVEY CONTROL
 MV0429  ___________________________________________________________________
 MV0429* NAD 83(1986)-  41 07 35.     (N)    119 31 38.     (W)     SCALED    
 MV0429* NAVD 88     -      1679.650  (meters)    5510.65   (feet)  ADJUSTED  
 MV0429  ___________________________________________________________________
 MV0429  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 MV0429  DYNAMIC HT  -        1678.284 (meters)    5506.17  (feet)  COMP
 MV0429  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 MV0429
 MV0429  VERT ORDER  -  SECOND    CLASS 0
 MV0429
 MV0429.The horizontal coordinates were scaled from a topographic map and have
 MV0429.an estimated accuracy of +/- 6 seconds.
 MV0429
 MV0429.The orthometric height was determined by differential leveling
 MV0429.and adjusted by the National Geodetic Survey in June 1991..
 MV0429
 MV0429.The geoid height was determined by GEOID03.
 MV0429
 MV0429.The dynamic height is computed by dividing the NAVD 88
 MV0429.geopotential number by the normal gravity value computed on the
 MV0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0429.degrees latitude (g = 980.6199 gals.).
 MV0429
 MV0429.The modeled gravity was interpolated from observed gravity values.
 MV0429
 MV0429;                    North         East    Units  Estimated Accuracy
 MV0429;SPC NV W     - 4,708,110.      720,750.      MT  (+/- 180 meters Scaled)
 MV0429
 MV0429                          SUPERSEDED SURVEY CONTROL
 MV0429
 MV0429.No superseded survey control is available for this station.
 MV0429
 MV0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF878558(NAD 83)
 MV0429_MARKER: DD = SURVEY DISK
 MV0429_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0429_SP_SET: COPPER-CLAD STEEL ROD
 MV0429_STAMPING: 115 LRC 1972 5506
 MV0429_MARK LOGO: USGS  
 MV0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0429
 MV0429  HISTORY     - Date     Condition        Report By
 MV0429  HISTORY     - 1972     MONUMENTED       USGS
 MV0429
 MV0429                          STATION DESCRIPTION
 MV0429
 MV0429'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0429'68.9 KM (42.80 MI) SE FROM VYA.
 MV0429'VYA, 2.0 MILES SOUTHWEST OF TO A T-ROAD SOUTH, THENCE 33.5 MILES
 MV0429'SOUTHEAST ALONG STATE HIGHWAY 34 TO THE GRASS VALLEY ROAD JUNCTION,
 MV0429'THENCE 7.3 MILES SOUTHWEST ALONG GRASS VALLEY ROAD AROUND A HILL TO A
 MV0429'POINT BELOW A POCKET IN THE HILLSIDE, 1.2 MI NORTHEAST OF THE GRASS
 MV0429'VALLEY RANCH ROAD, ABOUT 150 FEET SOUTHEAST OF THE CENTERLINE OF THE
 MV0429'HILL POCKET, AND 42 FEET WNW OF THE CENTERLINE OF THE ROAD, SET ON A
 MV0429'COPPER-COATED ROD OF UNKNOWN DEPTH,  ENCASED IN A IRON PPE
 MV0429'THAT PROJECTS 3 INCHES.
 MV0429'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0596 ***********************************************************************
 JQ0596  DESIGNATION -  116 DOR
 JQ0596  PID         -  JQ0596
 JQ0596  STATE/COUNTY-  NV/NYE
 JQ0596  USGS QUAD   -  MOORES STATION SE (1967)
 JQ0596
 JQ0596                         *CURRENT SURVEY CONTROL
 JQ0596  ___________________________________________________________________
 JQ0596* NAD 83(1986)-  38 37 08.     (N)    116 04 24.     (W)     SCALED    
 JQ0596* NAVD 88     -      1828.195  (meters)    5998.00   (feet)  ADJUSTED  
 JQ0596  ___________________________________________________________________
 JQ0596  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 JQ0596  DYNAMIC HT  -        1826.173 (meters)    5991.37  (feet)  COMP
 JQ0596  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 JQ0596
 JQ0596  VERT ORDER  -  SECOND    CLASS 0
 JQ0596
 JQ0596.The horizontal coordinates were scaled from a topographic map and have
 JQ0596.an estimated accuracy of +/- 6 seconds.
 JQ0596
 JQ0596.The orthometric height was determined by differential leveling
 JQ0596.and adjusted by the National Geodetic Survey in June 1991..
 JQ0596
 JQ0596.The geoid height was determined by GEOID03.
 JQ0596
 JQ0596.The dynamic height is computed by dividing the NAVD 88
 JQ0596.geopotential number by the normal gravity value computed on the
 JQ0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0596.degrees latitude (g = 980.6199 gals.).
 JQ0596
 JQ0596.The modeled gravity was interpolated from observed gravity values.
 JQ0596
 JQ0596;                    North         East    Units  Estimated Accuracy
 JQ0596;SPC NV C     - 6,429,460.      551,670.      MT  (+/- 180 meters Scaled)
 JQ0596
 JQ0596                          SUPERSEDED SURVEY CONTROL
 JQ0596
 JQ0596.No superseded survey control is available for this station.
 JQ0596
 JQ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC806748(NAD 83)
 JQ0596_MARKER: DD = SURVEY DISK
 JQ0596_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0596_SP_SET: COPPER-CLAD STEEL ROD
 JQ0596_STAMPING: 116 DOR 1967 5994
 JQ0596_MARK LOGO: USGS  
 JQ0596_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0596+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0596
 JQ0596  HISTORY     - Date     Condition        Report By
 JQ0596  HISTORY     - 1967     MONUMENTED       USGS
 JQ0596
 JQ0596                          STATION DESCRIPTION
 JQ0596
 JQ0596'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0596'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0596'HIGHWAY 6, THENCE 6.7 MILES NORTH TO A Y-ROAD NORTHEAST TO LITTLE
 JQ0596'SMOKY VALLEY, THENCE 4.1 MILES NORTHEAST, 30 FEET SOUTHEAST OF THE
 JQ0596'ROAD, 6 FEET SOUTHEAST OF A WITNESS, SET ON A COPPER-COATED ROD,
 JQ0596'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0430 ***********************************************************************
 MV0430  DESIGNATION -  116 LRC
 MV0430  PID         -  MV0430
 MV0430  STATE/COUNTY-  NV/WASHOE
 MV0430  USGS QUAD   -  FOX MOUNTAIN (1980)
 MV0430
 MV0430                         *CURRENT SURVEY CONTROL
 MV0430  ___________________________________________________________________
 MV0430* NAD 83(1986)-  41 06 55.     (N)    119 32 24.     (W)     SCALED    
 MV0430* NAVD 88     -      1691.848  (meters)    5550.67   (feet)  ADJUSTED  
 MV0430  ___________________________________________________________________
 MV0430  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 MV0430  DYNAMIC HT  -        1690.470 (meters)    5546.15  (feet)  COMP
 MV0430  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 MV0430
 MV0430  VERT ORDER  -  SECOND    CLASS 0
 MV0430
 MV0430.The horizontal coordinates were scaled from a topographic map and have
 MV0430.an estimated accuracy of +/- 6 seconds.
 MV0430
 MV0430.The orthometric height was determined by differential leveling
 MV0430.and adjusted by the National Geodetic Survey in June 1991..
 MV0430
 MV0430.The geoid height was determined by GEOID03.
 MV0430
 MV0430.The dynamic height is computed by dividing the NAVD 88
 MV0430.geopotential number by the normal gravity value computed on the
 MV0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0430.degrees latitude (g = 980.6199 gals.).
 MV0430
 MV0430.The modeled gravity was interpolated from observed gravity values.
 MV0430
 MV0430;                    North         East    Units  Estimated Accuracy
 MV0430;SPC NV W     - 4,706,890.      719,660.      MT  (+/- 180 meters Scaled)
 MV0430
 MV0430                          SUPERSEDED SURVEY CONTROL
 MV0430
 MV0430.No superseded survey control is available for this station.
 MV0430
 MV0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF867546(NAD 83)
 MV0430_MARKER: DD = SURVEY DISK
 MV0430_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0430_SP_SET: COPPER-CLAD STEEL ROD
 MV0430_STAMPING: 116 LRC 1972 5546
 MV0430_MARK LOGO: USGS  
 MV0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0430
 MV0430  HISTORY     - Date     Condition        Report By
 MV0430  HISTORY     - 1972     MONUMENTED       USGS
 MV0430
 MV0430                          STATION DESCRIPTION
 MV0430
 MV0430'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0430'71.0 KM (44.10 MI) SE FROM VYA.
 MV0430'VYA, 2.0 MILES SOUTHWEST OF TO A T-ROAD SOUTH, THENCE 33.5 MILES
 MV0430'SOUTHEAST ALONG STATE HIGHWAY 34 TO THE GRASS VALLEY ROAD JUNCTION,
 MV0430'THENCE 8.6 MILES SOUTHWEST ALONG GRASS VALLEY ROAD TO THE
 MV0430'JUNCTION OF THE GRASS VALLEY RANCH ROAD, 22.0 MILES EAST OF STATE
 MV0430'HIGHWAY 81, 101 FEET WEST OF A SIGNBOARD READING-EAGLEVILLE 47 MI,
 MV0430'GERLACH 57 MI, GRASS VALLEY RANCH 1 MI-, 100 FEET NORTHWEST OF THE
 MV0430'ROAD JUNCTION, SET ON A COPPER-COATED ROD OF UNKNOWN DEPTH,
 MV0430'ENCASED IN A IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0598 ***********************************************************************
 JQ0598  DESIGNATION -  117 DOR
 JQ0598  PID         -  JQ0598
 JQ0598  STATE/COUNTY-  NV/NYE
 JQ0598  USGS QUAD   -  MOORES STATION SE (1967)
 JQ0598
 JQ0598                         *CURRENT SURVEY CONTROL
 JQ0598  ___________________________________________________________________
 JQ0598* NAD 83(1986)-  38 36 15.     (N)    116 05 04.     (W)     SCALED    
 JQ0598* NAVD 88     -      1805.689  (meters)    5924.16   (feet)  ADJUSTED  
 JQ0598  ___________________________________________________________________
 JQ0598  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 JQ0598  DYNAMIC HT  -        1803.694 (meters)    5917.62  (feet)  COMP
 JQ0598  MODELED GRAV-     979,459.6   (mgal)                       NAVD 88
 JQ0598
 JQ0598  VERT ORDER  -  SECOND    CLASS 0
 JQ0598
 JQ0598.The horizontal coordinates were scaled from a topographic map and have
 JQ0598.an estimated accuracy of +/- 6 seconds.
 JQ0598
 JQ0598.The orthometric height was determined by differential leveling
 JQ0598.and adjusted by the National Geodetic Survey in June 1991..
 JQ0598
 JQ0598.The geoid height was determined by GEOID03.
 JQ0598
 JQ0598.The dynamic height is computed by dividing the NAVD 88
 JQ0598.geopotential number by the normal gravity value computed on the
 JQ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0598.degrees latitude (g = 980.6199 gals.).
 JQ0598
 JQ0598.The modeled gravity was interpolated from observed gravity values.
 JQ0598
 JQ0598;                    North         East    Units  Estimated Accuracy
 JQ0598;SPC NV C     - 6,427,820.      550,710.      MT  (+/- 180 meters Scaled)
 JQ0598
 JQ0598                          SUPERSEDED SURVEY CONTROL
 JQ0598
 JQ0598  NGVD 29 (??/??/92) 1804.52   (m)         5920.3    (f) COMPUTED    2 0
 JQ0598
 JQ0598.Superseded values are not recommended for survey control.
 JQ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0598.See file dsdata.txt to determine how the superseded data were derived.
 JQ0598
 JQ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC797732(NAD 83)
 JQ0598_MARKER: DD = SURVEY DISK
 JQ0598_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0598_SP_SET: COPPER-CLAD STEEL ROD
 JQ0598_STAMPING: 117 DOR 1967 5920
 JQ0598_MARK LOGO: USGS  
 JQ0598_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0598+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0598
 JQ0598  HISTORY     - Date     Condition        Report By
 JQ0598  HISTORY     - 1967     MONUMENTED       USGS
 JQ0598
 JQ0598                          STATION DESCRIPTION
 JQ0598
 JQ0598'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0598'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0598'HIGHWAY 6, THENCE 6.7 MILES NORTH TO A Y-ROAD NORTHEAST TO LITTLE
 JQ0598'SMOKY VALLEY, THENCE 3.0 MILES NORTHEAST, 30 FEET EAST OF THE ROAD, 3
 JQ0598'FEET SOUTH OF A WITNESS, SET ON A COPPER-COATED ROD, ENCLOSED IN A
 JQ0598'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0431 ***********************************************************************
 MV0431  DESIGNATION -  117 LRC
 MV0431  PID         -  MV0431
 MV0431  STATE/COUNTY-  NV/WASHOE
 MV0431  USGS QUAD   -  FOX MOUNTAIN (1980)
 MV0431
 MV0431                         *CURRENT SURVEY CONTROL
 MV0431  ___________________________________________________________________
 MV0431* NAD 83(1986)-  41 06 18.     (N)    119 33 19.     (W)     SCALED    
 MV0431* NAVD 88     -      1778.496  (meters)    5834.95   (feet)  ADJUSTED  
 MV0431  ___________________________________________________________________
 MV0431  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 MV0431  DYNAMIC HT  -        1777.020 (meters)    5830.11  (feet)  COMP
 MV0431  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 MV0431
 MV0431  VERT ORDER  -  SECOND    CLASS 0
 MV0431
 MV0431.The horizontal coordinates were scaled from a topographic map and have
 MV0431.an estimated accuracy of +/- 6 seconds.
 MV0431
 MV0431.The orthometric height was determined by differential leveling
 MV0431.and adjusted by the National Geodetic Survey in June 1991..
 MV0431
 MV0431.The geoid height was determined by GEOID03.
 MV0431
 MV0431.The dynamic height is computed by dividing the NAVD 88
 MV0431.geopotential number by the normal gravity value computed on the
 MV0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0431.degrees latitude (g = 980.6199 gals.).
 MV0431
 MV0431.The modeled gravity was interpolated from observed gravity values.
 MV0431
 MV0431;                    North         East    Units  Estimated Accuracy
 MV0431;SPC NV W     - 4,705,760.      718,360.      MT  (+/- 180 meters Scaled)
 MV0431
 MV0431                          SUPERSEDED SURVEY CONTROL
 MV0431
 MV0431.No superseded survey control is available for this station.
 MV0431
 MV0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF854535(NAD 83)
 MV0431_MARKER: DD = SURVEY DISK
 MV0431_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0431_SP_SET: COPPER-CLAD STEEL ROD
 MV0431_STAMPING: 117 LRC 1972 5831
 MV0431_MARK LOGO: USGS  
 MV0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0431
 MV0431  HISTORY     - Date     Condition        Report By
 MV0431  HISTORY     - 1972     MONUMENTED       USGS
 MV0431
 MV0431                          STATION DESCRIPTION
 MV0431
 MV0431'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0431'72.7 KM (45.20 MI) SE FROM VYA.
 MV0431'VYA, 2.0 MILES SOUTHWEST OF TO A T-ROAD SOUTH, THENCE 33.5 MILES
 MV0431'SOUTHEAST ALONG STATE HIGHWAY 34 TO THE JUNCTION OF GRASS VALLEY
 MV0431'ROAD, THENCE 9.7 MILES SOUTHWEST ALONG GRASS VALLLEY ROAD TO THE TOP
 MV0431'OF A HILL, 20.7 MILES EAST OF STATE HIGHWAY 447, 1.1 MILES WEST OF
 MV0431'GRASS VALLEY RANCH ROAD, 250 FEET SOUTH OF A SMALL FENCED ENCLOSURE,
 MV0431'AND 60 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, SET ON A
 MV0431'COPPER-COATED ROD OF UNKNOWN DEPTH, ENCASED IN A IRON PIPE THAT
 MV0431'PROJECTS 3 INCHES ABOVE GFROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0599 ***********************************************************************
 JQ0599  DESIGNATION -  118 DOR
 JQ0599  PID         -  JQ0599
 JQ0599  STATE/COUNTY-  NV/NYE
 JQ0599  USGS QUAD   -  MOORES STATION SE (1967)
 JQ0599
 JQ0599                         *CURRENT SURVEY CONTROL
 JQ0599  ___________________________________________________________________
 JQ0599* NAD 83(1986)-  38 35 28.     (N)    116 05 42.     (W)     SCALED    
 JQ0599* NAVD 88     -      1790.929  (meters)    5875.74   (feet)  ADJUSTED  
 JQ0599  ___________________________________________________________________
 JQ0599  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 JQ0599  DYNAMIC HT  -        1788.954 (meters)    5869.26  (feet)  COMP
 JQ0599  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 JQ0599
 JQ0599  VERT ORDER  -  SECOND    CLASS 0
 JQ0599
 JQ0599.The horizontal coordinates were scaled from a topographic map and have
 JQ0599.an estimated accuracy of +/- 6 seconds.
 JQ0599
 JQ0599.The orthometric height was determined by differential leveling
 JQ0599.and adjusted by the National Geodetic Survey in June 1991..
 JQ0599
 JQ0599.The geoid height was determined by GEOID03.
 JQ0599
 JQ0599.The dynamic height is computed by dividing the NAVD 88
 JQ0599.geopotential number by the normal gravity value computed on the
 JQ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0599.degrees latitude (g = 980.6199 gals.).
 JQ0599
 JQ0599.The modeled gravity was interpolated from observed gravity values.
 JQ0599
 JQ0599;                    North         East    Units  Estimated Accuracy
 JQ0599;SPC NV C     - 6,426,370.      549,800.      MT  (+/- 180 meters Scaled)
 JQ0599
 JQ0599                          SUPERSEDED SURVEY CONTROL
 JQ0599
 JQ0599  NGVD 29 (??/??/92) 1789.76   (m)         5871.9    (f) COMPUTED    2 0
 JQ0599
 JQ0599.Superseded values are not recommended for survey control.
 JQ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0599.See file dsdata.txt to determine how the superseded data were derived.
 JQ0599
 JQ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC788717(NAD 83)
 JQ0599_MARKER: DD = SURVEY DISK
 JQ0599_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0599_SP_SET: COPPER-CLAD STEEL ROD
 JQ0599_STAMPING: 118 DOR 1967 5872
 JQ0599_MARK LOGO: USGS  
 JQ0599_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0599+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0599
 JQ0599  HISTORY     - Date     Condition        Report By
 JQ0599  HISTORY     - 1967     MONUMENTED       USGS
 JQ0599
 JQ0599                          STATION DESCRIPTION
 JQ0599
 JQ0599'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0599'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0599'HIGHWAY 6, THENCE 6.7 MILES NORTH TO A Y-ROAD NORTHEAST TO LITTLE
 JQ0599'SMOKY VALLEY, THENCE 1.9 MILES NORTHEAST TO A Y-ROAD SOUTH, 100 FEET
 JQ0599'NORTH OF THE JUNCTION OF THE Y-ROAD, 40 FEET NORTHWEST OF THE ROAD,
 JQ0599'3.5 FEET EAST OF A WITNESS, SET ON A COPPER-COATED ROD, ENCLOSED IN A
 JQ0599'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0432 ***********************************************************************
 MV0432  DESIGNATION -  118 LRC
 MV0432  PID         -  MV0432
 MV0432  STATE/COUNTY-  NV/WASHOE
 MV0432  USGS QUAD   -  FOX MOUNTAIN (1980)
 MV0432
 MV0432                         *CURRENT SURVEY CONTROL
 MV0432  ___________________________________________________________________
 MV0432* NAD 83(1986)-  41 06 13.     (N)    119 33 59.     (W)     SCALED    
 MV0432* NAVD 88     -      1770.461  (meters)    5808.59   (feet)  ADJUSTED  
 MV0432  ___________________________________________________________________
 MV0432  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 MV0432  DYNAMIC HT  -        1768.991 (meters)    5803.76  (feet)  COMP
 MV0432  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 MV0432
 MV0432  VERT ORDER  -  SECOND    CLASS 0
 MV0432
 MV0432.The horizontal coordinates were scaled from a topographic map and have
 MV0432.an estimated accuracy of +/- 6 seconds.
 MV0432
 MV0432.The orthometric height was determined by differential leveling
 MV0432.and adjusted by the National Geodetic Survey in June 1991..
 MV0432
 MV0432.The geoid height was determined by GEOID03.
 MV0432
 MV0432.The dynamic height is computed by dividing the NAVD 88
 MV0432.geopotential number by the normal gravity value computed on the
 MV0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0432.degrees latitude (g = 980.6199 gals.).
 MV0432
 MV0432.The modeled gravity was interpolated from observed gravity values.
 MV0432
 MV0432;                    North         East    Units  Estimated Accuracy
 MV0432;SPC NV W     - 4,705,620.      717,430.      MT  (+/- 180 meters Scaled)
 MV0432
 MV0432                          SUPERSEDED SURVEY CONTROL
 MV0432
 MV0432.No superseded survey control is available for this station.
 MV0432
 MV0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF844534(NAD 83)
 MV0432_MARKER: DB = BENCH MARK DISK
 MV0432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0432_SP_SET: COPPER-CLAD STEEL ROD
 MV0432_STAMPING: 118 LRC 1972 5804
 MV0432_MARK LOGO: USGS  
 MV0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0432
 MV0432  HISTORY     - Date     Condition        Report By
 MV0432  HISTORY     - 1972     MONUMENTED       USGS
 MV0432
 MV0432                          STATION DESCRIPTION
 MV0432
 MV0432'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0432'73.9 KM (45.90 MI) SE FROM VYA.
 MV0432'VYA, 2.0 MILLES SOUTHWEST OF TO A T-ROAD SOUTH, THENCE 33.5 MILES
 MV0432'SOUTHEAST ALONG STATE HIGHWAY 34 TO THE GRASS VALLEY ROAD JUNCTION,
 MV0432'THENCE 10.4 MILES SOUTHWEST ALONG THE GRASS VALLEY ROAD AND 1 MILE
 MV0432'ALONG THE TOP OF A SLOPING MESA, 20.0 MILES NORTHEAST OF STATE
 MV0432'HIGHWAY 447 NEAR DUCK FLAT, AT THE TOP OF A GENTLE RISE, AND 53 FEET
 MV0432'SOUTH OF THE CENTERLINE OF THE ROAD, SET ON A COPPPER-COATED ROD OF
 MV0432'UNKNOWN DEPTH, ENCASED IN A IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0600 ***********************************************************************
 JQ0600  DESIGNATION -  119 DOR
 JQ0600  PID         -  JQ0600
 JQ0600  STATE/COUNTY-  NV/NYE
 JQ0600  USGS QUAD   -  MOORES STATION SE (1967)
 JQ0600
 JQ0600                         *CURRENT SURVEY CONTROL
 JQ0600  ___________________________________________________________________
 JQ0600* NAD 83(1986)-  38 34 41.     (N)    116 06 46.     (W)     SCALED    
 JQ0600* NAVD 88     -      1787.574  (meters)    5864.73   (feet)  ADJUSTED  
 JQ0600  ___________________________________________________________________
 JQ0600  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 JQ0600  DYNAMIC HT  -        1785.606 (meters)    5858.28  (feet)  COMP
 JQ0600  MODELED GRAV-     979,464.6   (mgal)                       NAVD 88
 JQ0600
 JQ0600  VERT ORDER  -  SECOND    CLASS 0
 JQ0600
 JQ0600.The horizontal coordinates were scaled from a topographic map and have
 JQ0600.an estimated accuracy of +/- 6 seconds.
 JQ0600
 JQ0600.The orthometric height was determined by differential leveling
 JQ0600.and adjusted by the National Geodetic Survey in June 1991..
 JQ0600
 JQ0600.The geoid height was determined by GEOID03.
 JQ0600
 JQ0600.The dynamic height is computed by dividing the NAVD 88
 JQ0600.geopotential number by the normal gravity value computed on the
 JQ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0600.degrees latitude (g = 980.6199 gals.).
 JQ0600
 JQ0600.The modeled gravity was interpolated from observed gravity values.
 JQ0600
 JQ0600;                    North         East    Units  Estimated Accuracy
 JQ0600;SPC NV C     - 6,424,910.      548,260.      MT  (+/- 180 meters Scaled)
 JQ0600
 JQ0600                          SUPERSEDED SURVEY CONTROL
 JQ0600
 JQ0600  NGVD 29 (??/??/92) 1786.39   (m)         5860.8    (f) COMPUTED    2 0
 JQ0600
 JQ0600.Superseded values are not recommended for survey control.
 JQ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0600.See file dsdata.txt to determine how the superseded data were derived.
 JQ0600
 JQ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC772703(NAD 83)
 JQ0600_MARKER: DD = SURVEY DISK
 JQ0600_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0600_SP_SET: COPPER-CLAD STEEL ROD
 JQ0600_STAMPING: 119 DOR 1967 5861
 JQ0600_MARK LOGO: USGS  
 JQ0600_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0600+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0600
 JQ0600  HISTORY     - Date     Condition        Report By
 JQ0600  HISTORY     - 1967     MONUMENTED       USGS
 JQ0600
 JQ0600                          STATION DESCRIPTION
 JQ0600
 JQ0600'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0600'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0600'HIGHWAY 6, THENCE 6.7 MILES NORTH TO A Y-ROAD NORTHEAST TO LITTLE
 JQ0600'SMOKY VALLEY, THENCE 0.6 MILES NORTH, 32 FEET SOUTHEAST OF THE ROAD, 6
 JQ0600'FEET NORTHWEST OF A WITNESS, SET ON A COPPER-COATED ROD, ENCLOSED BY A
 JQ0600'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0433 ***********************************************************************
 MV0433  DESIGNATION -  119 LRC
 MV0433  PID         -  MV0433
 MV0433  STATE/COUNTY-  NV/WASHOE
 MV0433  USGS QUAD   -  FOX MOUNTAIN (1980)
 MV0433
 MV0433                         *CURRENT SURVEY CONTROL
 MV0433  ___________________________________________________________________
 MV0433* NAD 83(1986)-  41 06 30.     (N)    119 34 51.     (W)     SCALED    
 MV0433* NAVD 88     -      1718.656  (meters)    5638.62   (feet)  ADJUSTED  
 MV0433  ___________________________________________________________________
 MV0433  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 MV0433  DYNAMIC HT  -        1717.236 (meters)    5633.97  (feet)  COMP
 MV0433  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 MV0433
 MV0433  VERT ORDER  -  SECOND    CLASS 0
 MV0433
 MV0433.The horizontal coordinates were scaled from a topographic map and have
 MV0433.an estimated accuracy of +/- 6 seconds.
 MV0433
 MV0433.The orthometric height was determined by differential leveling
 MV0433.and adjusted by the National Geodetic Survey in June 1991..
 MV0433
 MV0433.The geoid height was determined by GEOID03.
 MV0433
 MV0433.The dynamic height is computed by dividing the NAVD 88
 MV0433.geopotential number by the normal gravity value computed on the
 MV0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0433.degrees latitude (g = 980.6199 gals.).
 MV0433
 MV0433.The modeled gravity was interpolated from observed gravity values.
 MV0433
 MV0433;                    North         East    Units  Estimated Accuracy
 MV0433;SPC NV W     - 4,706,160.      716,220.      MT  (+/- 180 meters Scaled)
 MV0433
 MV0433                          SUPERSEDED SURVEY CONTROL
 MV0433
 MV0433.No superseded survey control is available for this station.
 MV0433
 MV0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF832539(NAD 83)
 MV0433_MARKER: DB = BENCH MARK DISK
 MV0433_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0433_SP_SET: COPPER-CLAD STEEL ROD
 MV0433_STAMPING: 119 LRC 1972 5634
 MV0433_MARK LOGO: USGS  
 MV0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0433
 MV0433  HISTORY     - Date     Condition        Report By
 MV0433  HISTORY     - 1972     MONUMENTED       USGS
 MV0433
 MV0433                          STATION DESCRIPTION
 MV0433
 MV0433'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0433'75.3 KM (46.80 MI) SE FROM VYA.
 MV0433'VYA, 2.0 MILES SOUTHWEST OF TO A T-ROAD SOUTH, THENCE 33.5 MILES
 MV0433'SOUTHEAST ALONG STATE HIGHWAY 34 TO THE GRASS VALLEY ROAD JUNCTION,
 MV0433'THENCE 11.3 MILES SOUTHWEST ALONG GRASS VALLEY ROAD TO THE CROSSING
 MV0433'OF COTTONWOOD CREEK, 19.1 MILES NORTHEAST OF STATE HIGHWAY 447, 300
 MV0433'FEET WEST OF THE STREAM CROSSING, AND 95 FEET SOUTH OF THE CENTERLINE
 MV0433'OF THE ROAD, SET ON A COPPER-COATED ROD OF UNKNOWN DEPTH,
 MV0433'ENCASED IN A IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0331 ***********************************************************************
 HQ0331  DESIGNATION -  12
 HQ0331  PID         -  HQ0331
 HQ0331  STATE/COUNTY-  NV/ESMERALDA
 HQ0331  USGS QUAD   -  GOLDFIELD (1987)
 HQ0331
 HQ0331                         *CURRENT SURVEY CONTROL
 HQ0331  ___________________________________________________________________
 HQ0331* NAD 83(1986)-  37 44 58.     (N)    117 14 35.     (W)     SCALED    
 HQ0331* NAVD 88     -      1682.809  (meters)    5521.02   (feet)  ADJUSTED  
 HQ0331  ___________________________________________________________________
 HQ0331  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 HQ0331  DYNAMIC HT  -        1680.931 (meters)    5514.85  (feet)  COMP
 HQ0331  MODELED GRAV-     979,454.6   (mgal)                       NAVD 88
 HQ0331
 HQ0331  VERT ORDER  -  FIRST     CLASS II
 HQ0331
 HQ0331.The horizontal coordinates were scaled from a topographic map and have
 HQ0331.an estimated accuracy of +/- 6 seconds.
 HQ0331
 HQ0331.The orthometric height was determined by differential leveling
 HQ0331.and adjusted by the National Geodetic Survey in June 1991..
 HQ0331
 HQ0331.The geoid height was determined by GEOID03.
 HQ0331
 HQ0331.The dynamic height is computed by dividing the NAVD 88
 HQ0331.geopotential number by the normal gravity value computed on the
 HQ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0331.degrees latitude (g = 980.6199 gals.).
 HQ0331
 HQ0331.The modeled gravity was interpolated from observed gravity values.
 HQ0331
 HQ0331;                    North         East    Units  Estimated Accuracy
 HQ0331;SPC NV W     - 4,333,640.      918,110.      MT  (+/- 180 meters Scaled)
 HQ0331
 HQ0331                          SUPERSEDED SURVEY CONTROL
 HQ0331
 HQ0331  NGVD 29 (05/01/91) 1681.669  (m)         5517.28   (f) ADJUSTED    1 2
 HQ0331
 HQ0331.Superseded values are not recommended for survey control.
 HQ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0331.See file dsdata.txt to determine how the superseded data were derived.
 HQ0331
 HQ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB785780(NAD 83)
 HQ0331_MARKER: DD = SURVEY DISK
 HQ0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0331_STAMPING: 12
 HQ0331_MARK LOGO: NVDH  
 HQ0331_PROJECTION: FLUSH
 HQ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0331+STABILITY: SURFACE MOTION
 HQ0331
 HQ0331  HISTORY     - Date     Condition        Report By
 HQ0331  HISTORY     - UNK      MONUMENTED       NVDH
 HQ0331  HISTORY     - 1955     GOOD             NGS
 HQ0331  HISTORY     - 1983     GOOD             NGS
 HQ0331
 HQ0331                          STATION DESCRIPTION
 HQ0331
 HQ0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HQ0331'3.1 MI N FROM GOLDFIELD.
 HQ0331'3.1 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0331'AT GOLDFIELD, 94.8 FEET NORTHWEST OF THE NORTH END OF THE WEST
 HQ0331'CONCRETE HEAD WALL OF 30-INCH CORRUGATED METAL PIPE CULVERT
 HQ0331'155 - 36, 90 1/2 FEET NORTH OF A LONE JOSHUA TREE, 81.4 FEET
 HQ0331'WEST OF THE CENTER LINE OF THE HIGHWAY, 2.3 FEET SOUTHEAST
 HQ0331'OF A 2-INCH IRON PIPE WHICH PROJECTS 2.1 FEET ABOVE THE GROUND,
 HQ0331'1.4 FEET NORTH OF A WITNESS POST, FLUSH WITH THE GROUND, AND
 HQ0331'SET IN THE TOP OF A CONCRETE POST.
 HQ0331
 HQ0331                          STATION RECOVERY (1983)
 HQ0331
 HQ0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0331'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.  5.0 KM (3.1 MI)
 HQ0331'NORTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN GOLDFIELD, 0.2 KM
 HQ0331'(0.1 MI) SOUTH OF A BLOCK PIPELINE BUILDING, 0.3 KM (0.2 MI) SOUTH OF
 HQ0331'A POWER LINE CROSSING, 28.0 METERS (92 FT) WEST OF THE HIGHWAY
 HQ0331'CENTERLINE.
 HQ0331'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 HQ0331'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0033 ***********************************************************************
 MU0033  DESIGNATION -  12
 MU0033  PID         -  MU0033
 MU0033  STATE/COUNTY-  NV/ELKO
 MU0033  USGS QUAD   -  OWYHEE (1971)
 MU0033
 MU0033                         *CURRENT SURVEY CONTROL
 MU0033  ___________________________________________________________________
 MU0033* NAD 83(1986)-  41 56 14.     (N)    116 07 15.     (W)     SCALED    
 MU0033* NAVD 88     -      1643.947  (meters)    5393.52   (feet)  ADJUSTED  
 MU0033  ___________________________________________________________________
 MU0033  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 MU0033  DYNAMIC HT  -        1642.752 (meters)    5389.60  (feet)  COMP
 MU0033  MODELED GRAV-     979,837.4   (mgal)                       NAVD 88
 MU0033
 MU0033  VERT ORDER  -  FIRST     CLASS II
 MU0033
 MU0033.The horizontal coordinates were scaled from a topographic map and have
 MU0033.an estimated accuracy of +/- 6 seconds.
 MU0033
 MU0033.The orthometric height was determined by differential leveling
 MU0033.and adjusted by the National Geodetic Survey in June 1991..
 MU0033
 MU0033.The geoid height was determined by GEOID03.
 MU0033
 MU0033.The dynamic height is computed by dividing the NAVD 88
 MU0033.geopotential number by the normal gravity value computed on the
 MU0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0033.degrees latitude (g = 980.6199 gals.).
 MU0033
 MU0033.The modeled gravity was interpolated from observed gravity values.
 MU0033
 MU0033;                    North         East    Units  Estimated Accuracy
 MU0033;SPC NV E     - 8,797,870.      155,430.      MT  (+/- 180 meters Scaled)
 MU0033
 MU0033                          SUPERSEDED SURVEY CONTROL
 MU0033
 MU0033  NGVD 29 (??/??/92) 1642.779  (m)         5389.68   (f) ADJ UNCH    1 2
 MU0033
 MU0033.Superseded values are not recommended for survey control.
 MU0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0033.See file dsdata.txt to determine how the superseded data were derived.
 MU0033
 MU0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG728431(NAD 83)
 MU0033_MARKER: DB = BENCH MARK DISK
 MU0033_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MU0033_SP_SET: BRIDGE WINGWALL
 MU0033_STAMPING: 12 5389.82
 MU0033_MARK LOGO: USGLO 
 MU0033_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0033
 MU0033  HISTORY     - Date     Condition        Report By
 MU0033  HISTORY     - UNK      MONUMENTED       USGLO
 MU0033  HISTORY     - 1970     GOOD             USGS
 MU0033  HISTORY     - 19840601 GOOD             NGS
 MU0033
 MU0033                          STATION DESCRIPTION
 MU0033
 MU0033'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 MU0033'1.7 MI W FROM OWYHEE.
 MU0033'FROM THE GRADE SCHOOL IN OWYHEE, 0.5 MILES SOUTHEAST ALONG STATE
 MU0033'HIGHWAY 11, 0.3 MILES SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE POST
 MU0033'OFFICE AT OWYHEE.  THENCE 1.4 MILES WEST ALONG STATE HIGHWAY 11.  IN
 MU0033'THE TOP OF THE WEST CONCRETE WINGWALL (ON THE SOUTH SIDE OF THE ROAD)
 MU0033'OF A CONCRETE BRIDGE OVER AN IRRIGATION CANAL, 245 1/2 FEET EAST OF
 MU0033'THE CENTER OF THE INTERSECTION OF A NORTH AND SOUTH GRAVEL CROSSROAD,
 MU0033'20 1/2 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 18.5 FEET NORTH
 MU0033'OF AN EAST AND WEST FENCE LINE, 6.0 FEET SOUTH OF THE WEST END OF THE
 MU0033'SOUTH CONCRETE HEADWALL, 6.1 FEET NORTH OF THE SOUTH END OF THE
 MU0033'CONCRETE WINGWALL, AND SET ABOUT 2 1/2 FEET HIGHER THAN THE ROAD.
 MU0033
 MU0033                          STATION RECOVERY (1984)
 MU0033
 MU0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0033'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 MU0033'MI) SOUTH ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE
 MU0033'3.0 KM (1.9 MI) WEST ALONG STATE HIGHWAY 11, 0.7 KM (0.45 MI) SOUTH
 MU0033'ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE 3.0 KM (1.9
 MU0033'MI) WEST ALONG STATE HIGHWAY 11, IN TOP OF THE WEST CONCRETE WINGWALL
 MU0033'FOR A CONCRETE BRIDGE OVER AN IRRIGATION CANAL, 6.1 M (20.5 FT) SOUTH
 MU0033'OF THE HIGHWAY CENTERLINE, 74.7 M (245 FT) EAST OF THE CENTER OF A
 MU0033'GRAVEL ROAD LEADING SOUTH AND 1.8 M (6 FT) SOUTH OF THE NORTH END OF
 MU0033'THE WINGWALL.  ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0913 ***********************************************************************
 KR0913  DESIGNATION -  12
 KR0913  PID         -  KR0913
 KR0913  STATE/COUNTY-  NV/WASHOE
 KR0913  USGS QUAD   -  STEAMBOAT (1994)
 KR0913
 KR0913                         *CURRENT SURVEY CONTROL
 KR0913  ___________________________________________________________________
 KR0913* NAD 83(1986)-  39 26 24.     (N)    119 44 43.     (W)     SCALED    
 KR0913* NAVD 88     -      1356.909  (meters)    4451.79   (feet)  ADJUSTED  
 KR0913  ___________________________________________________________________
 KR0913  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 KR0913  DYNAMIC HT  -        1355.674 (meters)    4447.74  (feet)  COMP
 KR0913  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 KR0913
 KR0913  VERT ORDER  -  FIRST     CLASS II
 KR0913
 KR0913.The horizontal coordinates were scaled from a topographic map and have
 KR0913.an estimated accuracy of +/- 6 seconds.
 KR0913
 KR0913.The orthometric height was determined by differential leveling
 KR0913.and adjusted by the National Geodetic Survey in June 1991..
 KR0913
 KR0913.The geoid height was determined by GEOID03.
 KR0913
 KR0913.The dynamic height is computed by dividing the NAVD 88
 KR0913.geopotential number by the normal gravity value computed on the
 KR0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0913.degrees latitude (g = 980.6199 gals.).
 KR0913
 KR0913.The modeled gravity was interpolated from observed gravity values.
 KR0913
 KR0913;                    North         East    Units  Estimated Accuracy
 KR0913;SPC NV W     - 4,521,090.      699,980.      MT  (+/- 180 meters Scaled)
 KR0913
 KR0913                          SUPERSEDED SURVEY CONTROL
 KR0913
 KR0913  NGVD 29 (??/??/92) 1355.844  (m)         4448.30   (f) ADJ UNCH    1 2
 KR0913
 KR0913.Superseded values are not recommended for survey control.
 KR0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0913.See file dsdata.txt to determine how the superseded data were derived.
 KR0913
 KR0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD637692(NAD 83)
 KR0913_MARKER: DB = BENCH MARK DISK
 KR0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0913_STAMPING: 12 4448.287
 KR0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0913+STABILITY: SURFACE MOTION
 KR0913
 KR0913  HISTORY     - Date     Condition        Report By
 KR0913  HISTORY     - UNK      MONUMENTED       CGS
 KR0913  HISTORY     - 1951     GOOD             NGS
 KR0913
 KR0913                          STATION DESCRIPTION
 KR0913
 KR0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0913'7.7 MI SE FROM RENO.
 KR0913'ABOUT 6.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE
 KR0913'IN RENO, THENCE 1.3 MILES EAST ALONG MAYS LANE TO THE DOUBLE DIAMOND
 KR0913'RANCH, AT THE EAST END OF THE LANE, ON THE NORTH BANK OF AN IRRIGATION
 KR0913'CANAL, 48.8 FEET SOUTH OF THE CENTER OF THE CASING OF AN ARTESIAN
 KR0913'WELL, 39 FEET SOUTHEAST OF THE CENTER OF A WOODEN GATE, 19 FEET SOUTH
 KR0913'OF THE CENTER LINE AND AT THE END OF THE LANE, 2 FEET NORTH OF A WIRE
 KR0913'FENCE, 2.1 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A
 KR0913'CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0311 ***********************************************************************
 HQ0311  DESIGNATION -  12
 HQ0311  PID         -  HQ0311
 HQ0311  STATE/COUNTY-  NV/ESMERALDA
 HQ0311  USGS QUAD   -  SYLVANIA CANYON (1987)
 HQ0311
 HQ0311                         *CURRENT SURVEY CONTROL
 HQ0311  ___________________________________________________________________
 HQ0311* NAD 83(1986)-  37 27 28.     (N)    117 48 49.     (W)     SCALED    
 HQ0311* NAVD 88     -      1616.842  (meters)    5304.59   (feet)  ADJUSTED  
 HQ0311  ___________________________________________________________________
 HQ0311  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 HQ0311  DYNAMIC HT  -        1614.973 (meters)    5298.46  (feet)  COMP
 HQ0311  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 HQ0311
 HQ0311  VERT ORDER  -  SECOND    CLASS 0
 HQ0311
 HQ0311.The horizontal coordinates were scaled from a topographic map and have
 HQ0311.an estimated accuracy of +/- 6 seconds.
 HQ0311
 HQ0311.The orthometric height was determined by differential leveling
 HQ0311.and adjusted by the National Geodetic Survey in June 1991..
 HQ0311
 HQ0311.The geoid height was determined by GEOID03.
 HQ0311
 HQ0311.The dynamic height is computed by dividing the NAVD 88
 HQ0311.geopotential number by the normal gravity value computed on the
 HQ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0311.degrees latitude (g = 980.6199 gals.).
 HQ0311
 HQ0311.The modeled gravity was interpolated from observed gravity values.
 HQ0311
 HQ0311;                    North         East    Units  Estimated Accuracy
 HQ0311;SPC NV W     - 4,300,710.      868,100.      MT  (+/- 180 meters Scaled)
 HQ0311
 HQ0311                          SUPERSEDED SURVEY CONTROL
 HQ0311
 HQ0311  NGVD 29 (??/??/92) 1615.721  (m)         5300.91   (f) ADJ UNCH    2 0
 HQ0311
 HQ0311.Superseded values are not recommended for survey control.
 HQ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0311.See file dsdata.txt to determine how the superseded data were derived.
 HQ0311
 HQ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB280459(NAD 83)
 HQ0311_MARKER: P = PIPE CAP
 HQ0311_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0311_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0311_STAMPING: 12
 HQ0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0311
 HQ0311  HISTORY     - Date     Condition        Report By
 HQ0311  HISTORY     - 1902     MONUMENTED       USGS
 HQ0311  HISTORY     - 1939     GOOD             NGS
 HQ0311  HISTORY     - 1984     GOOD             USGS
 HQ0311
 HQ0311                          STATION DESCRIPTION
 HQ0311
 HQ0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 HQ0311'6 MI E FROM OASIS.
 HQ0311'IN ESMERALDA COUNTY, NEVADA, 6.0 MILES EAST ALONG THE ROAD
 HQ0311'LEADING TO GOLDFIELD, NEVADA, FROM OASIS, MONO COUNTY,
 HQ0311'CALIFORNIA, ON AN ABANDONED ROAD, ABOUT 220 FEET SOUTHEAST OF
 HQ0311'THE CENTERLINE OF THE ROAD, AND 45 FEET SOUTHEAST OF THE
 HQ0311'ABANDONED ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 HQ0311'STAMPED 12 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 HQ0311
 HQ0311                          STATION RECOVERY (1984)
 HQ0311
 HQ0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0311'5.05 MILES EAST OF OASIS ALONG CA 168 AND NV 266 TO T-RD. SOUTH,
 HQ0311'THENCE 0.05 MILE SOUTH TO OLD X-RDS., THENCE 0.6 MILE EAST SOUTHEAST
 HQ0311'ALONG OLD HIGHWAY ALIGNMENT TO DIM Y-RD., THENCE 0.1 MILE SOUTHEAST
 HQ0311'(CONTINUE STRAIGHT) ALONG DIM ROAD., 54 FT. SOUTH OF DIM RD., 32 FT.
 HQ0311'NORTH OF OLD ROAD SCAR, 6.5 FT. EAST OF 4 X 4 WITNESS POST, USGS
 HQ0311'STANDARD CAP, STAMPED 'B F 12 1905', RIVETED ON TOP OF A 3 1/2-INCH
 HQ0311'IRON PIPE PROJECTING 2.0 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0318 ***********************************************************************
 KR0318  DESIGNATION -  12
 KR0318  PID         -  KR0318
 KR0318  STATE/COUNTY-  NV/CHURCHILL
 KR0318  USGS QUAD   -  SOUTH OF FALLON (1985)
 KR0318
 KR0318                         *CURRENT SURVEY CONTROL
 KR0318  ___________________________________________________________________
 KR0318* NAD 83(1986)-  39 18 50.     (N)    118 46 57.     (W)     SCALED    
 KR0318* NAVD 88     -      1193.42   (+/-2cm)    3915.4    (feet)  VERTCON   
 KR0318  ___________________________________________________________________
 KR0318  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 KR0318
 KR0318  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0318
 KR0318.The horizontal coordinates were scaled from a topographic map and have
 KR0318.an estimated accuracy of +/- 6 seconds.
 KR0318
 KR0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0318.The vertical order pertains to the NGVD 29 superseded value.
 KR0318
 KR0318.The geoid height was determined by GEOID03.
 KR0318
 KR0318;                    North         East    Units  Estimated Accuracy
 KR0318;SPC NV W     - 4,506,460.      782,830.      MT  (+/- 180 meters Scaled)
 KR0318
 KR0318                          SUPERSEDED SURVEY CONTROL
 KR0318
 KR0318  NGVD 29 (??/??/92) 1192.449  (m)         3912.23   (f) ADJ UNCH    1 2
 KR0318
 KR0318.Superseded values are not recommended for survey control.
 KR0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0318.See file dsdata.txt to determine how the superseded data were derived.
 KR0318
 KR0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD463531(NAD 83)
 KR0318_MARKER: DD = SURVEY DISK
 KR0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0318_STAMPING: 12
 KR0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0318+STABILITY: SURFACE MOTION
 KR0318
 KR0318  HISTORY     - Date     Condition        Report By
 KR0318  HISTORY     - UNK      MONUMENTED       CGS
 KR0318  HISTORY     - 1967     GOOD             NGS
 KR0318
 KR0318                          STATION DESCRIPTION
 KR0318
 KR0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0318'11.2 MI S FROM FALLON.
 KR0318'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0318'FROM THE CITY HALL AT FALLON, THENCE 11.15 MILES SOUTH ALONG U.S.
 KR0318'HIGHWAY 95, IN SECTION 30, T 17 N, R 29 E, AT THE JUNCTION OF THE
 KR0318'HIGHWAY AND A FIELD ROAD WHICH LEADS EAST, 70 FEET EAST OF THE CENTER
 KR0318'LINE OF THE HIGHWAY, 17 FEET NORTH OF THE CENTER LINE OF THE FIELD
 KR0318'ROAD, 65 FEET NORTHEAST OF THE EAST END OF A 30-INCH CORRUGATED METAL
 KR0318'CULVERT, 9 FEET NORTH OF A GATE POST FOR A LARGE WOODEN GATE, 3 1/2
 KR0318'FEET WEST OF A FENCE, 0.7 FOOT EAST OF A METAL WITNESS POST, ABOUT 3
 KR0318'FEET BELOW THE LEVEL OF THE HIGHWAY, A NEVADA GEODETIC SURVEY DISK SET
 KR0318'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0914 ***********************************************************************
 KR0914  DESIGNATION -  12 1
 KR0914  PID         -  KR0914
 KR0914  STATE/COUNTY-  NV/WASHOE
 KR0914  USGS QUAD   -  STEAMBOAT (1994)
 KR0914
 KR0914                         *CURRENT SURVEY CONTROL
 KR0914  ___________________________________________________________________
 KR0914* NAD 83(1986)-  39 26 25.     (N)    119 44 59.     (W)     SCALED    
 KR0914* NAVD 88     -      1357.753  (meters)    4454.56   (feet)  ADJUSTED  
 KR0914  ___________________________________________________________________
 KR0914  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 KR0914  DYNAMIC HT  -        1356.517 (meters)    4450.51  (feet)  COMP
 KR0914  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 KR0914
 KR0914  VERT ORDER  -  FIRST     CLASS II
 KR0914
 KR0914.The horizontal coordinates were scaled from a topographic map and have
 KR0914.an estimated accuracy of +/- 6 seconds.
 KR0914
 KR0914.The orthometric height was determined by differential leveling
 KR0914.and adjusted by the National Geodetic Survey in June 1991..
 KR0914
 KR0914.The geoid height was determined by GEOID03.
 KR0914
 KR0914.The dynamic height is computed by dividing the NAVD 88
 KR0914.geopotential number by the normal gravity value computed on the
 KR0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0914.degrees latitude (g = 980.6199 gals.).
 KR0914
 KR0914.The modeled gravity was interpolated from observed gravity values.
 KR0914
 KR0914;                    North         East    Units  Estimated Accuracy
 KR0914;SPC NV W     - 4,521,120.      699,600.      MT  (+/- 180 meters Scaled)
 KR0914
 KR0914                          SUPERSEDED SURVEY CONTROL
 KR0914
 KR0914  NGVD 29 (??/??/92) 1356.686  (m)         4451.06   (f) ADJ UNCH    1 2
 KR0914
 KR0914.Superseded values are not recommended for survey control.
 KR0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0914.See file dsdata.txt to determine how the superseded data were derived.
 KR0914
 KR0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD633692(NAD 83)
 KR0914_MARKER: DB = BENCH MARK DISK
 KR0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0914_STAMPING: 12-1 4451.018
 KR0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0914+STABILITY: SURFACE MOTION
 KR0914
 KR0914  HISTORY     - Date     Condition        Report By
 KR0914  HISTORY     - UNK      MONUMENTED       CGS
 KR0914  HISTORY     - 1951     GOOD             NGS
 KR0914
 KR0914                          STATION DESCRIPTION
 KR0914
 KR0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0914'7.5 MI SE FROM RENO.
 KR0914'ABOUT 6.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE
 KR0914'AT RENO, THENCE 1.1 MILES EAST ALONG MAYS LANE TO DOUBLE DIAMOND
 KR0914'RANCH, ABOUT 0.6 MILES EAST OF THE DOUBLE DIAMOND RANCH HEADQUARTERS,
 KR0914'AT THE WEST END OF A ROW OF 13 WILLOW TREES, 20 1/2 FEET NORTH OF THE
 KR0914'CENTER LINE OF THE LANE, 4 1/2 FEET SOUTH OF A SMALL IRRIGATION CANAL,
 KR0914'9 FEET SOUTHWEST OF A WILLOW TREE, 1.4 FEET EAST OF A WITNESS POST,
 KR0914'ABOUT LEVEL WITH THE LANE, AND SET IN THE TOP OF A CONCRETE POST
 KR0914'PROJECTING 0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0755 ***********************************************************************
 GS0755  DESIGNATION -  12 A HN
 GS0755  PID         -  GS0755
 GS0755  STATE/COUNTY-  NV/NYE
 GS0755  USGS QUAD   -  CAMP DESERT ROCK (1983)
 GS0755
 GS0755                         *CURRENT SURVEY CONTROL
 GS0755  ___________________________________________________________________
 GS0755* NAD 83(1986)-  36 39 43.     (N)    116 07 07.     (W)     SCALED    
 GS0755* NAVD 88     -      1069.359  (meters)    3508.39   (feet)  ADJUSTED  
 GS0755  ___________________________________________________________________
 GS0755  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 GS0755  DYNAMIC HT  -        1068.225 (meters)    3504.67  (feet)  COMP
 GS0755  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 GS0755
 GS0755  VERT ORDER  -  FIRST     CLASS I
 GS0755
 GS0755.The horizontal coordinates were scaled from a topographic map and have
 GS0755.an estimated accuracy of +/- 6 seconds.
 GS0755
 GS0755.The orthometric height was determined by differential leveling
 GS0755.and adjusted by the National Geodetic Survey in May 2004..
 GS0755
 GS0755.The geoid height was determined by GEOID03.
 GS0755
 GS0755.The dynamic height is computed by dividing the NAVD 88
 GS0755.geopotential number by the normal gravity value computed on the
 GS0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0755.degrees latitude (g = 980.6199 gals.).
 GS0755
 GS0755.The modeled gravity was interpolated from observed gravity values.
 GS0755
 GS0755;                    North         East    Units  Estimated Accuracy
 GS0755;SPC NV C     - 6,212,260.      548,990.      MT  (+/- 180 meters Scaled)
 GS0755
 GS0755                          SUPERSEDED SURVEY CONTROL
 GS0755
 GS0755  NAVD 88 (??/??/92) 1069.370  (m)         3508.42   (f) UNKNOWN     3 0
 GS0755  NGVD 29 (05/01/91) 1068.517  (m)         3505.63   (f) ADJUSTED    1 1
 GS0755
 GS0755.Superseded values are not recommended for survey control.
 GS0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0755.See file dsdata.txt to determine how the superseded data were derived.
 GS0755
 GS0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA787577(NAD 83)
 GS0755_MARKER: DD = SURVEY DISK
 GS0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0755_SP_SET: CONCRETE POST
 GS0755_STAMPING: H-N BM 12A 1956 3505.66
 GS0755_MARK LOGO: AEC   
 GS0755_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0755+STABILITY: SURFACE MOTION
 GS0755
 GS0755  HISTORY     - Date     Condition        Report By
 GS0755  HISTORY     - 1956     MONUMENTED       AEC
 GS0755  HISTORY     - 1986     GOOD             USGS
 GS0755  HISTORY     - 1988     GOOD             USGS
 GS0755  HISTORY     - 19910621 GOOD             USGS
 GS0755  HISTORY     - 19930330 GOOD             USGS
 GS0755  HISTORY     - 19950403 GOOD             USGS
 GS0755
 GS0755                          STATION DESCRIPTION
 GS0755
 GS0755'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0755'12.2 KM (7.55 MI) NW FROM MERCURY.
 GS0755'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0755'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0755'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 7.55 MILES, 276 FEET SOUTH
 GS0755'OF THE HIGHWAY.
 GS0755'THE MARK IS 3 FT  N FROM  A WITNESS POST
 GS0755
 GS0755                          STATION RECOVERY (1988)
 GS0755
 GS0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0755'RECOVERED IN GOOD CONDITION.
 GS0755
 GS0755                          STATION RECOVERY (1991)
 GS0755
 GS0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0755'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0755'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0755'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 7.55 MILES, 276 FEET SOUTH
 GS0755'OF THE HIGHWAY.
 GS0755
 GS0755                          STATION RECOVERY (1993)
 GS0755
 GS0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0755'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0755'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0755'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 7.55 MILES
 GS0755'(12.15 KM), 276 FEET (84.1 M) SOUTH OF THE HIGHWAY.
 GS0755
 GS0755                          STATION RECOVERY (1995)
 GS0755
 GS0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0755'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0408 ***********************************************************************
 HP0408  DESIGNATION -  12 DOR
 HP0408  PID         -  HP0408
 HP0408  STATE/COUNTY-  NV/LINCOLN
 HP0408  USGS QUAD   -  WHITE RIVER NARROWS (1970)
 HP0408
 HP0408                         *CURRENT SURVEY CONTROL
 HP0408  ___________________________________________________________________
 HP0408* NAD 83(1986)-  37 51 29.     (N)    115 01 13.     (W)     SCALED    
 HP0408* NAVD 88     -      1409.673  (meters)    4624.90   (feet)  ADJUSTED  
 HP0408  ___________________________________________________________________
 HP0408  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 HP0408  DYNAMIC HT  -        1408.175 (meters)    4619.99  (feet)  COMP
 HP0408  MODELED GRAV-     979,518.1   (mgal)                       NAVD 88
 HP0408
 HP0408  VERT ORDER  -  SECOND    CLASS 0
 HP0408
 HP0408.The horizontal coordinates were scaled from a topographic map and have
 HP0408.an estimated accuracy of +/- 6 seconds.
 HP0408
 HP0408.The orthometric height was determined by differential leveling
 HP0408.and adjusted by the National Geodetic Survey in June 1991..
 HP0408
 HP0408.The geoid height was determined by GEOID03.
 HP0408
 HP0408.The dynamic height is computed by dividing the NAVD 88
 HP0408.geopotential number by the normal gravity value computed on the
 HP0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0408.degrees latitude (g = 980.6199 gals.).
 HP0408
 HP0408.The modeled gravity was interpolated from observed gravity values.
 HP0408
 HP0408;                    North         East    Units  Estimated Accuracy
 HP0408;SPC NV E     - 8,345,000.      249,550.      MT  (+/- 180 meters Scaled)
 HP0408
 HP0408                          SUPERSEDED SURVEY CONTROL
 HP0408
 HP0408.No superseded survey control is available for this station.
 HP0408
 HP0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB741919(NAD 83)
 HP0408_MARKER: DD = SURVEY DISK
 HP0408_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0408_SP_SET: COPPER-CLAD STEEL ROD
 HP0408_STAMPING: 12 DOR 1968 4622
 HP0408_MARK LOGO: USGS  
 HP0408_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0408+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0408
 HP0408  HISTORY     - Date     Condition        Report By
 HP0408  HISTORY     - 1968     MONUMENTED       USGS
 HP0408
 HP0408                          STATION DESCRIPTION
 HP0408
 HP0408'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0408'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 24.5 MILES NORTHEAST
 HP0408'ALONG HIGHWAY 38, 170 FEET WEST OF AN OLD DOUBLE ROAD, 70 FEET EAST
 HP0408'AND 6 FEET LOWER THAN THE ROAD, 2 FEET WEST OF A WITNESS SIGN, SET ON
 HP0408'A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0500 ***********************************************************************
 HP0500  DESIGNATION -  12 DOR
 HP0500  PID         -  HP0500
 HP0500  STATE/COUNTY-  NV/LINCOLN
 HP0500  USGS QUAD   -  UVADA (1972)
 HP0500
 HP0500                         *CURRENT SURVEY CONTROL
 HP0500  ___________________________________________________________________
 HP0500* NAD 83(1986)-  37 41 56.     (N)    114 05 38.     (W)     SCALED    
 HP0500* NAVD 88     -      1768.451  (meters)    5801.99   (feet)  POSTED    
 HP0500  ___________________________________________________________________
 HP0500  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 HP0500  DYNAMIC HT  -        1766.420 (meters)    5795.33  (feet)  COMP
 HP0500  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 HP0500
 HP0500  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0500
 HP0500.The horizontal coordinates were scaled from a topographic map and have
 HP0500.an estimated accuracy of +/- 6 seconds.
 HP0500
 HP0500.The orthometric height was determined by differential leveling
 HP0500.and adjusted by the National Geodetic Survey in 1992..
 HP0500.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0500.rate of 0.0 thru 1.0 mm/km.
 HP0500
 HP0500.The geoid height was determined by GEOID03.
 HP0500
 HP0500.The dynamic height is computed by dividing the NAVD 88
 HP0500.geopotential number by the normal gravity value computed on the
 HP0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0500.degrees latitude (g = 980.6199 gals.).
 HP0500
 HP0500.The modeled gravity was interpolated from observed gravity values.
 HP0500
 HP0500;                    North         East    Units  Estimated Accuracy
 HP0500;SPC NV E     - 8,328,230.      331,350.      MT  (+/- 180 meters Scaled)
 HP0500
 HP0500                          SUPERSEDED SURVEY CONTROL
 HP0500
 HP0500.No superseded survey control is available for this station.
 HP0500
 HP0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB562763(NAD 83)
 HP0500_MARKER: DD = SURVEY DISK
 HP0500_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0500_SP_SET: COPPER-CLAD STEEL ROD
 HP0500_STAMPING: 12 DOR 1972 5798
 HP0500_MARK LOGO: USGS  
 HP0500_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0500+SATELLITE: SATELLITE OBSERVATIONS - 1972
 HP0500
 HP0500  HISTORY     - Date     Condition        Report By
 HP0500  HISTORY     - 1972     MONUMENTED       USGS
 HP0500
 HP0500                          STATION DESCRIPTION
 HP0500
 HP0500'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HP0500'FROM THE RAILROAD CROSSING IN CRESTLINE, PROCEED 4.1 MILES NORTHEAST
 HP0500'ALONG THE RAILROAD, 3 MILES SOUTHWEST OF UVADA, 250 FEET SOUTHWEST OF
 HP0500'MILEPOST 498, 105 FEET NORTHWEST AND 5 FEET HIGHER THAN THE TRACKS,
 HP0500'19 FEET SOUTHWEST OF A TELEPHONE POLE, 18 FEET SOUTHWEST OF A GATE, 1
 HP0500'F00T SOUTHEAST OF A FENCE AND A WITNESS SIGN, ON A 5/8 INCH
 HP0500'COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE AND
 HP0500'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0565 ***********************************************************************
 JP0565  DESIGNATION -  12 DOR
 JP0565  PID         -  JP0565
 JP0565  STATE/COUNTY-  NV/LINCOLN
 JP0565  USGS QUAD   -  SHINGLE PASS SE (1980)
 JP0565
 JP0565                         *CURRENT SURVEY CONTROL
 JP0565  ___________________________________________________________________
 JP0565* NAD 83(1986)-  38 33 35.     (N)    114 47 22.     (W)     SCALED    
 JP0565* NAVD 88     -      1880.273  (meters)    6168.86   (feet)  ADJUSTED  
 JP0565  ___________________________________________________________________
 JP0565  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 JP0565  DYNAMIC HT  -        1878.206 (meters)    6162.08  (feet)  COMP
 JP0565  MODELED GRAV-     979,461.8   (mgal)                       NAVD 88
 JP0565
 JP0565  VERT ORDER  -  SECOND    CLASS 0
 JP0565
 JP0565.The horizontal coordinates were scaled from a topographic map and have
 JP0565.an estimated accuracy of +/- 6 seconds.
 JP0565
 JP0565.The orthometric height was determined by differential leveling
 JP0565.and adjusted by the National Geodetic Survey in August 1995..
 JP0565
 JP0565.The geoid height was determined by GEOID03.
 JP0565
 JP0565.The dynamic height is computed by dividing the NAVD 88
 JP0565.geopotential number by the normal gravity value computed on the
 JP0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0565.degrees latitude (g = 980.6199 gals.).
 JP0565
 JP0565.The modeled gravity was interpolated from observed gravity values.
 JP0565
 JP0565;                    North         East    Units  Estimated Accuracy
 JP0565;SPC NV E     - 8,423,030.      269,190.      MT  (+/- 180 meters Scaled)
 JP0565
 JP0565                          SUPERSEDED SURVEY CONTROL
 JP0565
 JP0565.No superseded survey control is available for this station.
 JP0565
 JP0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC926702(NAD 83)
 JP0565_MARKER: DD = SURVEY DISK
 JP0565_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0565_SP_SET: COPPER-CLAD STEEL ROD
 JP0565_STAMPING: 12 DOR 1971 6141
 JP0565_MARK LOGO: USGS  
 JP0565_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0565
 JP0565  HISTORY     - Date     Condition        Report By
 JP0565  HISTORY     - 1971     MONUMENTED       USGS
 JP0565
 JP0565                          STATION DESCRIPTION
 JP0565
 JP0565'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0565'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0565'HIGHWAY 93 TO A T-ROAD WEST, THENCE 8.5 MILES WEST TO A GATE AND A
 JP0565'ROAD SOUTH, THENCE 1.9 MILES SOUTH TO A FENCE CORNER, 0.4 MILE NORTH
 JP0565'OF A CORRAL, 60 FEET WEST OF THE CENTERLINE OF THE ROAD, 46 FEET EAST
 JP0565'OF A T-FENCE NORTH, 16 FEET WEST OF A FENCE CORNER, 6 FEET EAST OF A
 JP0565'WITNESS POST, 0.5 FOOT NORTH OF A FENCE, A 5/8 INCH COPPER COATED ROD
 JP0565'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0455 ***********************************************************************
 KP0455  DESIGNATION -  12 DOR
 KP0455  PID         -  KP0455
 KP0455  STATE/COUNTY-  NV/WHITE PINE
 KP0455  USGS QUAD   -  CONNORS PASS (1993)
 KP0455
 KP0455                         *CURRENT SURVEY CONTROL
 KP0455  ___________________________________________________________________
 KP0455* NAD 83(1986)-  39 00 33.     (N)    114 44 52.     (W)     SCALED    
 KP0455* NAVD 88     -      2085.570  (meters)    6842.41   (feet)  ADJUSTED  
 KP0455  ___________________________________________________________________
 KP0455  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 KP0455  DYNAMIC HT  -        2083.223 (meters)    6834.71  (feet)  COMP
 KP0455  MODELED GRAV-     979,428.1   (mgal)                       NAVD 88
 KP0455
 KP0455  VERT ORDER  -  SECOND    CLASS 0
 KP0455
 KP0455.The horizontal coordinates were scaled from a topographic map and have
 KP0455.an estimated accuracy of +/- 6 seconds.
 KP0455
 KP0455.The orthometric height was determined by differential leveling
 KP0455.and adjusted by the National Geodetic Survey in August 1995..
 KP0455
 KP0455.The geoid height was determined by GEOID03.
 KP0455
 KP0455.The dynamic height is computed by dividing the NAVD 88
 KP0455.geopotential number by the normal gravity value computed on the
 KP0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0455.degrees latitude (g = 980.6199 gals.).
 KP0455
 KP0455.The modeled gravity was interpolated from observed gravity values.
 KP0455
 KP0455;                    North         East    Units  Estimated Accuracy
 KP0455;SPC NV E     - 8,472,950.      272,370.      MT  (+/- 180 meters Scaled)
 KP0455
 KP0455                          SUPERSEDED SURVEY CONTROL
 KP0455
 KP0455.No superseded survey control is available for this station.
 KP0455
 KP0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD950202(NAD 83)
 KP0455_MARKER: DD = SURVEY DISK
 KP0455_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KP0455_SP_SET: COPPER-CLAD STEEL ROD
 KP0455_STAMPING: 12 DOR 1973 6838
 KP0455_MARK LOGO: USGS  
 KP0455_MAGNETIC: I = MARKER IS A STEEL ROD
 KP0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0455
 KP0455  HISTORY     - Date     Condition        Report By
 KP0455  HISTORY     - 1973     MONUMENTED       USGS
 KP0455
 KP0455                          STATION DESCRIPTION
 KP0455
 KP0455'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 KP0455'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 16.5 MILES
 KP0455'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 3.2 MILES
 KP0455'SOUTH, 0.3 MILE NORTH OF A T-FENCE WEST AND A T-ROAD EAST TO A STEEL
 KP0455'STOCK TANK, 20 FEET WEST OF THE CENTERLINE OF THE ROAD, 0.5 FOOT EAST
 KP0455'OF A FENCE,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED
 KP0455'IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0541 ***********************************************************************
 MU0541  DESIGNATION -  12 FMK
 MU0541  PID         -  MU0541
 MU0541  STATE/COUNTY-  NV/ELKO
 MU0541  USGS QUAD   -  SCRAPER SPRINGS (1977)
 MU0541
 MU0541                         *CURRENT SURVEY CONTROL
 MU0541  ___________________________________________________________________
 MU0541* NAD 83(1986)-  41 17 55.     (N)    116 39 58.     (W)     SCALED    
 MU0541* NAVD 88     -      1649.088  (meters)    5410.38   (feet)  POSTED    
 MU0541  ___________________________________________________________________
 MU0541  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 MU0541  DYNAMIC HT  -        1647.790 (meters)    5406.12  (feet)  COMP
 MU0541  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 MU0541
 MU0541  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0541
 MU0541.The horizontal coordinates were scaled from a topographic map and have
 MU0541.an estimated accuracy of +/- 6 seconds.
 MU0541
 MU0541.The orthometric height was determined by differential leveling
 MU0541.and adjusted by the National Geodetic Survey in 1992..
 MU0541.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0541.rate of 0.0 thru 1.0 mm/km.
 MU0541
 MU0541.The geoid height was determined by GEOID03.
 MU0541
 MU0541.The dynamic height is computed by dividing the NAVD 88
 MU0541.geopotential number by the normal gravity value computed on the
 MU0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0541.degrees latitude (g = 980.6199 gals.).
 MU0541
 MU0541.The modeled gravity was interpolated from observed gravity values.
 MU0541
 MU0541;                    North         East    Units  Estimated Accuracy
 MU0541;SPC NV E     - 8,727,370.      109,320.      MT  (+/- 180 meters Scaled)
 MU0541
 MU0541                          SUPERSEDED SURVEY CONTROL
 MU0541
 MU0541.No superseded survey control is available for this station.
 MU0541
 MU0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF279719(NAD 83)
 MU0541_MARKER: DD = SURVEY DISK
 MU0541_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0541_SP_SET: COPPER-CLAD STEEL ROD
 MU0541_STAMPING: 12 FMK 1973 5407
 MU0541_MARK LOGO: USGS  
 MU0541_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0541+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0541
 MU0541  HISTORY     - Date     Condition        Report By
 MU0541  HISTORY     - 1973     MONUMENTED       USGS
 MU0541
 MU0541                          STATION DESCRIPTION
 MU0541
 MU0541'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0541'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0541'MILES EAST ALONG GRAVEL ROAD, THENCE 6.9 MILES NORTH ALONG DIRT ROAD,
 MU0541'41 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A SMALL
 MU0541'CAIRN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK PIPE
 MU0541'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1463 ***********************************************************************
 KR1463  DESIGNATION -  12 HJH
 KR1463  PID         -  KR1463
 KR1463  STATE/COUNTY-  NV/WASHOE
 KR1463  USGS QUAD   -  NIXON NW (1985)
 KR1463
 KR1463                         *CURRENT SURVEY CONTROL
 KR1463  ___________________________________________________________________
 KR1463* NAD 83(1986)-  39 56 07.     (N)    119 23 01.     (W)     SCALED    
 KR1463* NAVD 88     -      1247.143  (meters)    4091.67   (feet)  ADJUSTED  
 KR1463  ___________________________________________________________________
 KR1463  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 KR1463  DYNAMIC HT  -        1246.120 (meters)    4088.31  (feet)  COMP
 KR1463  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 KR1463
 KR1463  VERT ORDER  -  SECOND    CLASS 0
 KR1463
 KR1463.The horizontal coordinates were scaled from a topographic map and have
 KR1463.an estimated accuracy of +/- 6 seconds.
 KR1463
 KR1463.The orthometric height was determined by differential leveling
 KR1463.and adjusted by the National Geodetic Survey in June 1991..
 KR1463
 KR1463.The geoid height was determined by GEOID03.
 KR1463
 KR1463.The dynamic height is computed by dividing the NAVD 88
 KR1463.geopotential number by the normal gravity value computed on the
 KR1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1463.degrees latitude (g = 980.6199 gals.).
 KR1463
 KR1463.The modeled gravity was interpolated from observed gravity values.
 KR1463
 KR1463;                    North         East    Units  Estimated Accuracy
 KR1463;SPC NV W     - 4,575,730.      731,600.      MT  (+/- 180 meters Scaled)
 KR1463
 KR1463                          SUPERSEDED SURVEY CONTROL
 KR1463
 KR1463  NGVD 29 (??/??/92) 1246.162  (m)         4088.45   (f) ADJ UNCH    2 0
 KR1463
 KR1463.Superseded values are not recommended for survey control.
 KR1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1463.See file dsdata.txt to determine how the superseded data were derived.
 KR1463
 KR1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE963232(NAD 83)
 KR1463_MARKER: DB = BENCH MARK DISK
 KR1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1463_SP_SET: CONCRETE POST
 KR1463_STAMPING: 12 HJH 1962 4088
 KR1463_MARK LOGO: USGS  
 KR1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1463+STABILITY: SURFACE MOTION
 KR1463
 KR1463  HISTORY     - Date     Condition        Report By
 KR1463  HISTORY     - 1962     MONUMENTED       USGS
 KR1463
 KR1463                          STATION DESCRIPTION
 KR1463
 KR1463'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1463'13.5 KM (8.40 MI) NORTH FROM NIXON.
 KR1463'8.4 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34, 150 YARDS NORTH OF A
 KR1463'DIM ROAD FORK HEADING NORTHEAST, 44 FEET EAST OF THE CENTERLINE OF
 KR1463'THEHIGHWAY AND ABOUT 70 FEET WEST OF A SMALL HILL TOP.
 KR1463'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0022 ***********************************************************************
 LS0022  DESIGNATION -  12 L
 LS0022  PID         -  LS0022
 LS0022  STATE/COUNTY-  NV/PERSHING
 LS0022  USGS QUAD   -  MILL CITY (1987)
 LS0022
 LS0022                         *CURRENT SURVEY CONTROL
 LS0022  ___________________________________________________________________
 LS0022* NAD 83(1986)-  40 40 25.     (N)    118 06 23.     (W)     SCALED    
 LS0022* NAVD 88     -      1279.863  (meters)    4199.02   (feet)  ADJUSTED  
 LS0022  ___________________________________________________________________
 LS0022  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 LS0022  DYNAMIC HT  -        1278.863 (meters)    4195.74  (feet)  COMP
 LS0022  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 LS0022
 LS0022  VERT ORDER  -  FIRST     CLASS II
 LS0022
 LS0022.The horizontal coordinates were scaled from a topographic map and have
 LS0022.an estimated accuracy of +/- 6 seconds.
 LS0022
 LS0022.The orthometric height was determined by differential leveling
 LS0022.and adjusted by the National Geodetic Survey in June 1991..
 LS0022
 LS0022.The geoid height was determined by GEOID03.
 LS0022
 LS0022.The dynamic height is computed by dividing the NAVD 88
 LS0022.geopotential number by the normal gravity value computed on the
 LS0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0022.degrees latitude (g = 980.6199 gals.).
 LS0022
 LS0022.The modeled gravity was interpolated from observed gravity values.
 LS0022
 LS0022;                    North         East    Units  Estimated Accuracy
 LS0022;SPC NV W     - 4,657,510.      840,320.      MT  (+/- 180 meters Scaled)
 LS0022
 LS0022                          SUPERSEDED SURVEY CONTROL
 LS0022
 LS0022  NGVD 29 (??/??/92) 1278.87   (m)         4195.8    (f) COMPUTED    1 2
 LS0022
 LS0022.Superseded values are not recommended for survey control.
 LS0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0022.See file dsdata.txt to determine how the superseded data were derived.
 LS0022
 LS0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF064031(NAD 83)
 LS0022_MARKER: DD = SURVEY DISK
 LS0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0022_STAMPING: 12L 1938
 LS0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0022+STABILITY: SURFACE MOTION
 LS0022
 LS0022  HISTORY     - Date     Condition        Report By
 LS0022  HISTORY     - 1938     MONUMENTED       USGS
 LS0022  HISTORY     - 1953     GOOD             NGS
 LS0022
 LS0022                          STATION DESCRIPTION
 LS0022
 LS0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LS0022'2.3 MI E FROM IMLAY.
 LS0022'2.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0022'STATION AT IMLAY, 140 1/2 FEET SOUTHWEST OF AND ACROSS THE TRACKS FROM
 LS0022'THE 10TH. POLE WEST OF MILEPOLE 387, 146.6 FEET NORTH OF A FENCE, 39.2
 LS0022'FEET SOUTH OF THE SOUTH RAIL, 6 FEET SOUTHWEST OF A TELEGRAPH POLE,
 LS0022'2.1 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK,
 LS0022'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 LS0022'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0466 ***********************************************************************
 MV0466  DESIGNATION -  12 LRC
 MV0466  PID         -  MV0466
 MV0466  STATE/COUNTY-  NV/HUMBOLDT
 MV0466  USGS QUAD   -  BATTLE CREEK RANCH (1982)
 MV0466
 MV0466                         *CURRENT SURVEY CONTROL
 MV0466  ___________________________________________________________________
 MV0466* NAD 83(1986)-  41 23 45.     (N)    118 52 02.     (W)     SCALED    
 MV0466* NAVD 88     -      1257.582  (meters)    4125.92   (feet)  ADJUSTED  
 MV0466  ___________________________________________________________________
 MV0466  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 MV0466  DYNAMIC HT  -        1256.723 (meters)    4123.10  (feet)  COMP
 MV0466  MODELED GRAV-     979,896.8   (mgal)                       NAVD 88
 MV0466
 MV0466  VERT ORDER  -  SECOND    CLASS 0
 MV0466
 MV0466.The horizontal coordinates were scaled from a topographic map and have
 MV0466.an estimated accuracy of +/- 6 seconds.
 MV0466
 MV0466.The orthometric height was determined by differential leveling
 MV0466.and adjusted by the National Geodetic Survey in June 1991..
 MV0466
 MV0466.The geoid height was determined by GEOID03.
 MV0466
 MV0466.The dynamic height is computed by dividing the NAVD 88
 MV0466.geopotential number by the normal gravity value computed on the
 MV0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0466.degrees latitude (g = 980.6199 gals.).
 MV0466
 MV0466.The modeled gravity was interpolated from observed gravity values.
 MV0466
 MV0466;                    North         East    Units  Estimated Accuracy
 MV0466;SPC NV W     - 4,737,640.      776,260.      MT  (+/- 180 meters Scaled)
 MV0466
 MV0466                          SUPERSEDED SURVEY CONTROL
 MV0466
 MV0466.No superseded survey control is available for this station.
 MV0466
 MV0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF439843(NAD 83)
 MV0466_MARKER: DD = SURVEY DISK
 MV0466_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0466_SP_SET: COPPER-CLAD STEEL ROD
 MV0466_STAMPING: 12 LRC 1972 4123
 MV0466_MARK LOGO: USGS  
 MV0466_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0466+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0466
 MV0466  HISTORY     - Date     Condition        Report By
 MV0466  HISTORY     - 1972     MONUMENTED       USGS
 MV0466
 MV0466                          STATION DESCRIPTION
 MV0466
 MV0466'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0466'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0466'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0466'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0466'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0466'ALONG TRACK ROAD, THENCE 8.9 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0466'TO BATTLE CREEK RANCH, 12.2 MILES SOUTH OF LEONARD CREEK RANCH, 183
 MV0466'FEET SOUTH OF THE CENTER OF A DRIVE THROUGH GATE AND 47 FEET EAST OF
 MV0466'THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A WITNESS POST ON A FENCE,
 MV0466'ENCASED IN DRAINPIPE CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0438 ***********************************************************************
 HP0438  DESIGNATION -  12 LRC
 HP0438  PID         -  HP0438
 HP0438  STATE/COUNTY-  NV/LINCOLN
 HP0438  USGS QUAD   -  LIME MOUNTAIN (1973)
 HP0438
 HP0438                         *CURRENT SURVEY CONTROL
 HP0438  ___________________________________________________________________
 HP0438* NAD 83(1986)-  37 11 00.     (N)    114 13 03.     (W)     SCALED    
 HP0438* NAVD 88     -      1179.534  (meters)    3869.85   (feet)  POSTED    
 HP0438  ___________________________________________________________________
 HP0438  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 HP0438  DYNAMIC HT  -        1178.290 (meters)    3865.77  (feet)  COMP
 HP0438  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 HP0438
 HP0438  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0438
 HP0438.The horizontal coordinates were scaled from a topographic map and have
 HP0438.an estimated accuracy of +/- 6 seconds.
 HP0438
 HP0438.The orthometric height was determined by differential leveling
 HP0438.and adjusted by the National Geodetic Survey in 1992..
 HP0438.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0438.rate of 1.1 thru 2.0 mm/km.
 HP0438
 HP0438.The geoid height was determined by GEOID03.
 HP0438
 HP0438.The dynamic height is computed by dividing the NAVD 88
 HP0438.geopotential number by the normal gravity value computed on the
 HP0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0438.degrees latitude (g = 980.6199 gals.).
 HP0438
 HP0438.The modeled gravity was interpolated from observed gravity values.
 HP0438
 HP0438;                    North         East    Units  Estimated Accuracy
 HP0438;SPC NV E     - 8,270,850.      321,270.      MT  (+/- 180 meters Scaled)
 HP0438
 HP0438                          SUPERSEDED SURVEY CONTROL
 HP0438
 HP0438.No superseded survey control is available for this station.
 HP0438
 HP0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB470188(NAD 83)
 HP0438_MARKER: DD = SURVEY DISK
 HP0438_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0438_SP_SET: COPPER-CLAD STEEL ROD
 HP0438_STAMPING: 12 LRC 1973 3867
 HP0438_MARK LOGO: USGS  
 HP0438_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0438+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0438
 HP0438  HISTORY     - Date     Condition        Report By
 HP0438  HISTORY     - 1973     MONUMENTED       USGS
 HP0438
 HP0438                          STATION DESCRIPTION
 HP0438
 HP0438'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0438'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0438'MILES NORTH ALONG A GRAVEL ROAD TO A LARGE DRAIN AND Y-ROAD, THENCE
 HP0438'16.0 MILES EASTERLY ALONG THE BLM ROAD TOWARD THE BEAVER DAM WASH TO
 HP0438'THE TOP OF A RISE, 135 FEET WEST OF A DIRT CROSSROAD, 52 FEET NORTH
 HP0438'OF THE CENTER OF THE ROAD, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO
 HP0438'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0449 ***********************************************************************
 HP0449  DESIGNATION -  12 NAW
 HP0449  PID         -  HP0449
 HP0449  STATE/COUNTY-  NV/LINCOLN
 HP0449  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0449
 HP0449                         *CURRENT SURVEY CONTROL
 HP0449  ___________________________________________________________________
 HP0449* NAD 83(1986)-  37 08 46.     (N)    114 23 04.     (W)     SCALED    
 HP0449* NAVD 88     -      1059.831  (meters)    3477.13   (feet)  POSTED    
 HP0449  ___________________________________________________________________
 HP0449  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 HP0449  DYNAMIC HT  -        1058.740 (meters)    3473.55  (feet)  COMP
 HP0449  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 HP0449
 HP0449  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HP0449
 HP0449.The horizontal coordinates were scaled from a topographic map and have
 HP0449.an estimated accuracy of +/- 6 seconds.
 HP0449
 HP0449.The orthometric height was determined by differential leveling
 HP0449.and adjusted by the National Geodetic Survey in 1992..
 HP0449.No vertical observational check was made to the station.
 HP0449.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HP0449.was located on a no-check spur therefore a value was not computed.
 HP0449
 HP0449.The geoid height was determined by GEOID03.
 HP0449
 HP0449.The dynamic height is computed by dividing the NAVD 88
 HP0449.geopotential number by the normal gravity value computed on the
 HP0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0449.degrees latitude (g = 980.6199 gals.).
 HP0449
 HP0449.The modeled gravity was interpolated from observed gravity values.
 HP0449
 HP0449;                    North         East    Units  Estimated Accuracy
 HP0449;SPC NV E     - 8,266,510.      306,500.      MT  (+/- 180 meters Scaled)
 HP0449
 HP0449                          SUPERSEDED SURVEY CONTROL
 HP0449
 HP0449.No superseded survey control is available for this station.
 HP0449
 HP0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB322142(NAD 83)
 HP0449_MARKER: DD = SURVEY DISK
 HP0449_SETTING: 80 = SET IN A BOULDER
 HP0449_SP_SET: BOULDER
 HP0449_STAMPING: 12 NAW
 HP0449_MARK LOGO: USGS  
 HP0449_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0449+STABILITY: SURFACE MOTION
 HP0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0449+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1973
 HP0449
 HP0449  HISTORY     - Date     Condition        Report By
 HP0449  HISTORY     - 1969     MONUMENTED       USGS
 HP0449  HISTORY     - 19730322 GOOD             USGS
 HP0449
 HP0449                          STATION DESCRIPTION
 HP0449
 HP0449'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0449'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0449'MILES NORTH ALONG A GRAVEL ROAD, THENCE 6.0 MILES EASTERLY ALONG A
 HP0449'BLM ROAD, IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0650 ***********************************************************************
 GS0650  DESIGNATION -  12 TJS
 GS0650  PID         -  GS0650
 GS0650  STATE/COUNTY-  NV/NYE
 GS0650  USGS QUAD   -  CRATER FLAT (1986)
 GS0650
 GS0650                         *CURRENT SURVEY CONTROL
 GS0650  ___________________________________________________________________
 GS0650* NAD 83(1986)-  36 47 33.     (N)    116 33 21.     (W)     SCALED    
 GS0650* NAVD 88     -       961.893  (meters)    3155.81   (feet)  ADJUSTED  
 GS0650  ___________________________________________________________________
 GS0650  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 GS0650  DYNAMIC HT  -         960.857 (meters)    3152.41  (feet)  COMP
 GS0650  MODELED GRAV-     979,522.8   (mgal)                       NAVD 88
 GS0650
 GS0650  VERT ORDER  -  FIRST     CLASS I
 GS0650
 GS0650.The horizontal coordinates were scaled from a topographic map and have
 GS0650.an estimated accuracy of +/- 6 seconds.
 GS0650
 GS0650.The orthometric height was determined by differential leveling
 GS0650.and adjusted by the National Geodetic Survey in May 2004..
 GS0650
 GS0650.The geoid height was determined by GEOID03.
 GS0650
 GS0650.The dynamic height is computed by dividing the NAVD 88
 GS0650.geopotential number by the normal gravity value computed on the
 GS0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0650.degrees latitude (g = 980.6199 gals.).
 GS0650
 GS0650.The modeled gravity was interpolated from observed gravity values.
 GS0650
 GS0650;                    North         East    Units  Estimated Accuracy
 GS0650;SPC NV C     - 6,226,610.      509,890.      MT  (+/- 180 meters Scaled)
 GS0650
 GS0650                          SUPERSEDED SURVEY CONTROL
 GS0650
 GS0650  NAVD 88 (??/??/92)  961.895  (m)         3155.82   (f) UNKNOWN     3 0
 GS0650  NGVD 29 (05/01/91)  960.989  (m)         3152.84   (f) ADJUSTED    1 1
 GS0650
 GS0650.Superseded values are not recommended for survey control.
 GS0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0650.See file dsdata.txt to determine how the superseded data were derived.
 GS0650
 GS0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA396719(NAD 83)
 GS0650_MARKER: DB = BENCH MARK DISK
 GS0650_SETTING: 0 = UNSPECIFIED SETTING
 GS0650_STAMPING: 12 TJS 1983
 GS0650_MARK LOGO: USGS  
 GS0650_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0650
 GS0650  HISTORY     - Date     Condition        Report By
 GS0650  HISTORY     - 1983     MONUMENTED       USGS
 GS0650  HISTORY     - 1986     GOOD             USGS
 GS0650  HISTORY     - 1988     GOOD             USGS
 GS0650  HISTORY     - 19910118 GOOD             USGS
 GS0650  HISTORY     - 19921208 GOOD             USGS
 GS0650  HISTORY     - 19941223 GOOD             USGS
 GS0650
 GS0650                          STATION DESCRIPTION
 GS0650
 GS0650'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0650'20.2 KM (12.55 MI) ESE FROM BEATTY.
 GS0650'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0650'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0650'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0650'T-INTERSECTION, THENCE EAST 2.95 MILES, 380 FEET SOUTH OF THE
 GS0650'CENTRLINE, 8 FEET SOUTH OF A ROCK CAIRN.
 GS0650
 GS0650                          STATION RECOVERY (1986)
 GS0650
 GS0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0650'RECOVERED IN GOOD CONDITION.
 GS0650
 GS0650                          STATION RECOVERY (1988)
 GS0650
 GS0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0650'RECOVERED IN GOOD CONDITION.
 GS0650
 GS0650                          STATION RECOVERY (1991)
 GS0650
 GS0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0650'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0650'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0650'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0650'T-INTERSECTION, THENCE EAST 2.95 MILES, 380 FEET SOUTH OF THE
 GS0650'CENTERLINE, 8 FEET SOUTH OF A ROCK CAIRN.
 GS0650
 GS0650                          STATION RECOVERY (1992)
 GS0650
 GS0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0650'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0650'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0650'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0650'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 2.95 MILES (4.75 KM), 380
 GS0650'FEET (115.8 M) SOUTH OF THE CENTERLINE, 8 FEET (2.4 M) SOUTH OF A
 GS0650'ROCK CAIRN.
 GS0650
 GS0650                          STATION RECOVERY (1994)
 GS0650
 GS0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0650'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0601 ***********************************************************************
 JQ0601  DESIGNATION -  120 DOR
 JQ0601  PID         -  JQ0601
 JQ0601  STATE/COUNTY-  NV/NYE
 JQ0601  USGS QUAD   -  MOORES STATION SE (1967)
 JQ0601
 JQ0601                         *CURRENT SURVEY CONTROL
 JQ0601  ___________________________________________________________________
 JQ0601* NAD 83(1986)-  38 33 50.     (N)    116 06 47.     (W)     SCALED    
 JQ0601* NAVD 88     -      1785.439  (meters)    5857.73   (feet)  ADJUSTED  
 JQ0601  ___________________________________________________________________
 JQ0601  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 JQ0601  DYNAMIC HT  -        1783.481 (meters)    5851.30  (feet)  COMP
 JQ0601  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 JQ0601
 JQ0601  VERT ORDER  -  SECOND    CLASS 0
 JQ0601
 JQ0601.The horizontal coordinates were scaled from a topographic map and have
 JQ0601.an estimated accuracy of +/- 6 seconds.
 JQ0601
 JQ0601.The orthometric height was determined by differential leveling
 JQ0601.and adjusted by the National Geodetic Survey in June 1991..
 JQ0601
 JQ0601.The geoid height was determined by GEOID03.
 JQ0601
 JQ0601.The dynamic height is computed by dividing the NAVD 88
 JQ0601.geopotential number by the normal gravity value computed on the
 JQ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0601.degrees latitude (g = 980.6199 gals.).
 JQ0601
 JQ0601.The modeled gravity was interpolated from observed gravity values.
 JQ0601
 JQ0601;                    North         East    Units  Estimated Accuracy
 JQ0601;SPC NV C     - 6,423,340.      548,250.      MT  (+/- 180 meters Scaled)
 JQ0601
 JQ0601                          SUPERSEDED SURVEY CONTROL
 JQ0601
 JQ0601  NGVD 29 (??/??/92) 1784.27   (m)         5853.9    (f) COMPUTED    2 0
 JQ0601
 JQ0601.Superseded values are not recommended for survey control.
 JQ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0601.See file dsdata.txt to determine how the superseded data were derived.
 JQ0601
 JQ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC772687(NAD 83)
 JQ0601_MARKER: DD = SURVEY DISK
 JQ0601_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0601_SP_SET: COPPER-CLAD STEEL ROD
 JQ0601_STAMPING: 120 DOR 1967 5854
 JQ0601_MARK LOGO: USGS  
 JQ0601_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0601+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0601
 JQ0601  HISTORY     - Date     Condition        Report By
 JQ0601  HISTORY     - 1967     MONUMENTED       USGS
 JQ0601
 JQ0601                          STATION DESCRIPTION
 JQ0601
 JQ0601'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0601'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0601'HIGHWAY 6, THENCE 6.1 MILES NORTH, 0.6 MILES SOUTH OF A T-ROAD
 JQ0601'NORTHEAST, 80 FEET NORTHEAST OF THE ROAD, 38 FEET SOUTH OF A BLADED
 JQ0601'DRAIN, 1.5 FEET SOUTHWEST OF A WITNESS, SET ON A COPPER-COATED ROD,
 JQ0601'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0434 ***********************************************************************
 MV0434  DESIGNATION -  120 LRC
 MV0434  PID         -  MV0434
 MV0434  STATE/COUNTY-  NV/WASHOE
 MV0434  USGS QUAD   -  FOX MOUNTAIN (1980)
 MV0434
 MV0434                         *CURRENT SURVEY CONTROL
 MV0434  ___________________________________________________________________
 MV0434* NAD 83(1986)-  41 06 16.     (N)    119 35 48.     (W)     SCALED    
 MV0434* NAVD 88     -      1730.919  (meters)    5678.86   (feet)  ADJUSTED  
 MV0434  ___________________________________________________________________
 MV0434  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 MV0434  DYNAMIC HT  -        1729.494 (meters)    5674.18  (feet)  COMP
 MV0434  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 MV0434
 MV0434  VERT ORDER  -  SECOND    CLASS 0
 MV0434
 MV0434.The horizontal coordinates were scaled from a topographic map and have
 MV0434.an estimated accuracy of +/- 6 seconds.
 MV0434
 MV0434.The orthometric height was determined by differential leveling
 MV0434.and adjusted by the National Geodetic Survey in June 1991..
 MV0434
 MV0434.The geoid height was determined by GEOID03.
 MV0434
 MV0434.The dynamic height is computed by dividing the NAVD 88
 MV0434.geopotential number by the normal gravity value computed on the
 MV0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0434.degrees latitude (g = 980.6199 gals.).
 MV0434
 MV0434.The modeled gravity was interpolated from observed gravity values.
 MV0434
 MV0434;                    North         East    Units  Estimated Accuracy
 MV0434;SPC NV W     - 4,705,740.      714,890.      MT  (+/- 180 meters Scaled)
 MV0434
 MV0434                          SUPERSEDED SURVEY CONTROL
 MV0434
 MV0434.No superseded survey control is available for this station.
 MV0434
 MV0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF819536(NAD 83)
 MV0434_MARKER: DB = BENCH MARK DISK
 MV0434_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0434_SP_SET: COPPER-CLAD STEEL ROD
 MV0434_STAMPING: 120 LRC 1972 5675
 MV0434_MARK LOGO: USGS  
 MV0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0434
 MV0434  HISTORY     - Date     Condition        Report By
 MV0434  HISTORY     - 1972     MONUMENTED       USGS
 MV0434
 MV0434                          STATION DESCRIPTION
 MV0434
 MV0434'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0434'76.7 KM (47.70 MI) SE FROM VYA.
 MV0434'VYA, 2.0 MILES SOUTHWEST OF TO A T-ROAD SOUTH, THENCE 33.5 MILES
 MV0434'SOUTHEAST ALONG STATE HIGHWAY 34 TO THE GRASS VALLEY ROAD JUNCTION,
 MV0434'THENCE 12.2 MILES SOUTHWEST ALONG GRASS VALLEY ROAD, 0.9 MILES
 MV0434'SOUTHWEST OF COTTONWOOD CREEK, (CALIFORNIA-NEVADA STATE LINE, 9.3
 MV0434'MILES SOUTHEAST ALONG STATE HIGHWAY 447 TO THE JUNCTION WITH GRASS
 MV0434'VALLEY-LOST CREEK ROAD, THENCE 4.9 MILES ESE TO A PROMINENT
 MV0434'CROSSROAD, THENCE 14.3 MILES EAST TO THE NORTHWEST POINT OF A
 MV0434'RIDGE), ABOUT 656 FEET EAST OF DRAIN CROSSING, AND 43.4 FEET SOUTH
 MV0434'OF THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD OF
 MV0434'UNKNOWN DEPTH, ENCASED IN A IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0603 ***********************************************************************
 JQ0603  DESIGNATION -  121 DOR
 JQ0603  PID         -  JQ0603
 JQ0603  STATE/COUNTY-  NV/NYE
 JQ0603  USGS QUAD   -  MOORES STATION SE (1967)
 JQ0603
 JQ0603                         *CURRENT SURVEY CONTROL
 JQ0603  ___________________________________________________________________
 JQ0603* NAD 83(1986)-  38 32 52.     (N)    116 06 09.     (W)     SCALED    
 JQ0603* NAVD 88     -      1785.320  (meters)    5857.34   (feet)  ADJUSTED  
 JQ0603  ___________________________________________________________________
 JQ0603  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 JQ0603  DYNAMIC HT  -        1783.366 (meters)    5850.93  (feet)  COMP
 JQ0603  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 JQ0603
 JQ0603  VERT ORDER  -  SECOND    CLASS 0
 JQ0603
 JQ0603.The horizontal coordinates were scaled from a topographic map and have
 JQ0603.an estimated accuracy of +/- 6 seconds.
 JQ0603
 JQ0603.The orthometric height was determined by differential leveling
 JQ0603.and adjusted by the National Geodetic Survey in June 1991..
 JQ0603
 JQ0603.The geoid height was determined by GEOID03.
 JQ0603
 JQ0603.The dynamic height is computed by dividing the NAVD 88
 JQ0603.geopotential number by the normal gravity value computed on the
 JQ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0603.degrees latitude (g = 980.6199 gals.).
 JQ0603
 JQ0603.The modeled gravity was interpolated from observed gravity values.
 JQ0603
 JQ0603;                    North         East    Units  Estimated Accuracy
 JQ0603;SPC NV C     - 6,421,550.      549,180.      MT  (+/- 180 meters Scaled)
 JQ0603
 JQ0603                          SUPERSEDED SURVEY CONTROL
 JQ0603
 JQ0603  NGVD 29 (??/??/92) 1784.16   (m)         5853.5    (f) COMPUTED    2 0
 JQ0603
 JQ0603.Superseded values are not recommended for survey control.
 JQ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0603.See file dsdata.txt to determine how the superseded data were derived.
 JQ0603
 JQ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC782669(NAD 83)
 JQ0603_MARKER: DD = SURVEY DISK
 JQ0603_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0603_SP_SET: COPPER-CLAD STEEL ROD
 JQ0603_STAMPING: 121 DOR 1967 5853
 JQ0603_MARK LOGO: USGS  
 JQ0603_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0603+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0603
 JQ0603  HISTORY     - Date     Condition        Report By
 JQ0603  HISTORY     - 1967     MONUMENTED       USGS
 JQ0603
 JQ0603                          STATION DESCRIPTION
 JQ0603
 JQ0603'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0603'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0603'HIGHWAY 6, THENCE 4.7 MILES NORTH, 90 FEET NORTHWEST OF A DRY WASH, 50
 JQ0603'FEET NORTHEAST OF THE ROAD, 2 FEET WEST OF A WITNESS, ON A
 JQ0603'COPPER-COATED ROD, ENCLOSED BY A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0667 ***********************************************************************
 JP0667  DESIGNATION -  121 DOR
 JP0667  PID         -  JP0667
 JP0667  STATE/COUNTY-  NV/LINCOLN
 JP0667  USGS QUAD   -  RED LEDGES (1973)
 JP0667
 JP0667                         *CURRENT SURVEY CONTROL
 JP0667  ___________________________________________________________________
 JP0667* NAD 83(1986)-  38 40 32.     (N)    114 20 48.     (W)     SCALED    
 JP0667* NAVD 88     -      1863.139  (meters)    6112.65   (feet)  ADJUSTED  
 JP0667  ___________________________________________________________________
 JP0667  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 JP0667  DYNAMIC HT  -        1861.111 (meters)    6105.99  (feet)  COMP
 JP0667  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 JP0667
 JP0667  VERT ORDER  -  SECOND    CLASS 0
 JP0667
 JP0667.The horizontal coordinates were scaled from a topographic map and have
 JP0667.an estimated accuracy of +/- 6 seconds.
 JP0667
 JP0667.The orthometric height was determined by differential leveling
 JP0667.and adjusted by the National Geodetic Survey in August 1995..
 JP0667
 JP0667.The geoid height was determined by GEOID03.
 JP0667
 JP0667.The dynamic height is computed by dividing the NAVD 88
 JP0667.geopotential number by the normal gravity value computed on the
 JP0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0667.degrees latitude (g = 980.6199 gals.).
 JP0667
 JP0667.The modeled gravity was interpolated from observed gravity values.
 JP0667
 JP0667;                    North         East    Units  Estimated Accuracy
 JP0667;SPC NV E     - 8,436,310.      307,610.      MT  (+/- 180 meters Scaled)
 JP0667
 JP0667                          SUPERSEDED SURVEY CONTROL
 JP0667
 JP0667.No superseded survey control is available for this station.
 JP0667
 JP0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC308841(NAD 83)
 JP0667_MARKER: DD = SURVEY DISK
 JP0667_SETTING: 0 = UNSPECIFIED SETTING
 JP0667_STAMPING: 121 DOR 1973 6109
 JP0667_MARK LOGO: USGS  
 JP0667_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0667
 JP0667  HISTORY     - Date     Condition        Report By
 JP0667  HISTORY     - 1973     MONUMENTED       USGS
 JP0667
 JP0667                          STATION DESCRIPTION
 JP0667
 JP0667'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0667'FROM THE SHOSHONE POST OFFICE, PROCEED 12.7 MILES SOUTHEAST ALONG THE
 JP0667'ROAD TO ATLANTA, 42 FEET EAST OF THE CENTERLINE OF AN OLD ROAD, 40
 JP0667'FEET WEST OF THE CENTERLINE OF THE ROAD, 24 FEET EAST OF A STEEL PIN,
 JP0667'SET ON A COPPER-COATED ROD IN CONCRETE ENCLOSED BY A FIBER PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0435 ***********************************************************************
 MV0435  DESIGNATION -  121 LRC
 MV0435  PID         -  MV0435
 MV0435  STATE/COUNTY-  NV/WASHOE
 MV0435  USGS QUAD   -  FOX MOUNTAIN (1980)
 MV0435
 MV0435                         *CURRENT SURVEY CONTROL
 MV0435  ___________________________________________________________________
 MV0435* NAD 83(1986)-  41 06 07.     (N)    119 36 51.     (W)     SCALED    
 MV0435* NAVD 88     -      1713.130  (meters)    5620.49   (feet)  ADJUSTED  
 MV0435  ___________________________________________________________________
 MV0435  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 MV0435  DYNAMIC HT  -        1711.725 (meters)    5615.88  (feet)  COMP
 MV0435  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 MV0435
 MV0435  VERT ORDER  -  SECOND    CLASS 0
 MV0435
 MV0435.The horizontal coordinates were scaled from a topographic map and have
 MV0435.an estimated accuracy of +/- 6 seconds.
 MV0435
 MV0435.The orthometric height was determined by differential leveling
 MV0435.and adjusted by the National Geodetic Survey in June 1991..
 MV0435
 MV0435.The geoid height was determined by GEOID03.
 MV0435
 MV0435.The dynamic height is computed by dividing the NAVD 88
 MV0435.geopotential number by the normal gravity value computed on the
 MV0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0435.degrees latitude (g = 980.6199 gals.).
 MV0435
 MV0435.The modeled gravity was interpolated from observed gravity values.
 MV0435
 MV0435;                    North         East    Units  Estimated Accuracy
 MV0435;SPC NV W     - 4,705,480.      713,410.      MT  (+/- 180 meters Scaled)
 MV0435
 MV0435                          SUPERSEDED SURVEY CONTROL
 MV0435
 MV0435.No superseded survey control is available for this station.
 MV0435
 MV0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF804533(NAD 83)
 MV0435_MARKER: DB = BENCH MARK DISK
 MV0435_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0435_SP_SET: COPPER-CLAD STEEL ROD
 MV0435_STAMPING: 121 LRC 1972 5616
 MV0435_MARK LOGO: USGS  
 MV0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0435
 MV0435  HISTORY     - Date     Condition        Report By
 MV0435  HISTORY     - 1972     MONUMENTED       USGS
 MV0435
 MV0435                          STATION DESCRIPTION
 MV0435
 MV0435'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0435'78.7 KM (48.90 MI) SSE FROM VYA.
 MV0435'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0435'447 TO THE JUNCTION WITH LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9
 MV0435'MILES ESE TO A PROMINENT CROSSROAD, THENCE 13.1 MILES EAST OVER
 MV0435'A MOUNTAIN PASS TO A PROMINENT DRAIN CROSSING,
 MV0435'(13.4 MILES SOUTHWEST OF STATE HIGHWAY 34), ABOUT 230 FEET SOUTHWEST
 MV0435'OF AND 16 FEET HIGHER THAN THE DRAIN CROSSING, AND 39 FEET NORTHWEST
 MV0435'OF THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD OF UNKNOWN
 MV0435'DEPTH, ENCASED IN A IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0604 ***********************************************************************
 JQ0604  DESIGNATION -  122 DOR
 JQ0604  PID         -  JQ0604
 JQ0604  STATE/COUNTY-  NV/NYE
 JQ0604  USGS QUAD   -  MOORES STATION SE (1967)
 JQ0604
 JQ0604                         *CURRENT SURVEY CONTROL
 JQ0604  ___________________________________________________________________
 JQ0604* NAD 83(1986)-  38 31 55.     (N)    116 05 59.     (W)     SCALED    
 JQ0604* NAVD 88     -      1787.330  (meters)    5863.93   (feet)  ADJUSTED  
 JQ0604  ___________________________________________________________________
 JQ0604  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 JQ0604  DYNAMIC HT  -        1785.374 (meters)    5857.51  (feet)  COMP
 JQ0604  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 JQ0604
 JQ0604  VERT ORDER  -  SECOND    CLASS 0
 JQ0604
 JQ0604.The horizontal coordinates were scaled from a topographic map and have
 JQ0604.an estimated accuracy of +/- 6 seconds.
 JQ0604
 JQ0604.The orthometric height was determined by differential leveling
 JQ0604.and adjusted by the National Geodetic Survey in June 1991..
 JQ0604
 JQ0604.The geoid height was determined by GEOID03.
 JQ0604
 JQ0604.The dynamic height is computed by dividing the NAVD 88
 JQ0604.geopotential number by the normal gravity value computed on the
 JQ0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0604.degrees latitude (g = 980.6199 gals.).
 JQ0604
 JQ0604.The modeled gravity was interpolated from observed gravity values.
 JQ0604
 JQ0604;                    North         East    Units  Estimated Accuracy
 JQ0604;SPC NV C     - 6,419,800.      549,430.      MT  (+/- 180 meters Scaled)
 JQ0604
 JQ0604                          SUPERSEDED SURVEY CONTROL
 JQ0604
 JQ0604  NGVD 29 (??/??/92) 1786.17   (m)         5860.1    (f) COMPUTED    2 0
 JQ0604
 JQ0604.Superseded values are not recommended for survey control.
 JQ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0604.See file dsdata.txt to determine how the superseded data were derived.
 JQ0604
 JQ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC784652(NAD 83)
 JQ0604_MARKER: DD = SURVEY DISK
 JQ0604_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0604_SP_SET: COPPER-CLAD STEEL ROD
 JQ0604_STAMPING: 122 DOR 1967 5860
 JQ0604_MARK LOGO: USGS  
 JQ0604_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0604+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0604
 JQ0604  HISTORY     - Date     Condition        Report By
 JQ0604  HISTORY     - 1967     MONUMENTED       USGS
 JQ0604
 JQ0604                          STATION DESCRIPTION
 JQ0604
 JQ0604'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0604'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0604'HIGHWAY 6 TO A T-ROAD NORTH, THENCE 3.6 MILES NORTH, 87 FEET EAST OF
 JQ0604'THE ROAD, 1 FOOT WEST OF A WITNESS, SET ON A COPPER-COATED ROD,
 JQ0604'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0669 ***********************************************************************
 JP0669  DESIGNATION -  122 DOR
 JP0669  PID         -  JP0669
 JP0669  STATE/COUNTY-  NV/WHITE PINE
 JP0669  USGS QUAD   -  RED LEDGES (1973)
 JP0669
 JP0669                         *CURRENT SURVEY CONTROL
 JP0669  ___________________________________________________________________
 JP0669* NAD 83(1986)-  38 42 20.     (N)    114 21 34.     (W)     SCALED    
 JP0669* NAVD 88     -      1844.305  (meters)    6050.86   (feet)  ADJUSTED  
 JP0669  ___________________________________________________________________
 JP0669  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 JP0669  DYNAMIC HT  -        1842.303 (meters)    6044.29  (feet)  COMP
 JP0669  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 JP0669
 JP0669  VERT ORDER  -  SECOND    CLASS 0
 JP0669
 JP0669.The horizontal coordinates were scaled from a topographic map and have
 JP0669.an estimated accuracy of +/- 6 seconds.
 JP0669
 JP0669.The orthometric height was determined by differential leveling
 JP0669.and adjusted by the National Geodetic Survey in August 1995..
 JP0669
 JP0669.The geoid height was determined by GEOID03.
 JP0669
 JP0669.The dynamic height is computed by dividing the NAVD 88
 JP0669.geopotential number by the normal gravity value computed on the
 JP0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0669.degrees latitude (g = 980.6199 gals.).
 JP0669
 JP0669.The modeled gravity was interpolated from observed gravity values.
 JP0669
 JP0669;                    North         East    Units  Estimated Accuracy
 JP0669;SPC NV E     - 8,439,630.      306,450.      MT  (+/- 180 meters Scaled)
 JP0669
 JP0669                          SUPERSEDED SURVEY CONTROL
 JP0669
 JP0669.No superseded survey control is available for this station.
 JP0669
 JP0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC296874(NAD 83)
 JP0669_MARKER: DD = SURVEY DISK
 JP0669_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0669_SP_SET: COPPER-CLAD STEEL ROD
 JP0669_STAMPING: 122 DOR 1973 6047
 JP0669_MARK LOGO: USGS  
 JP0669_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0669
 JP0669  HISTORY     - Date     Condition        Report By
 JP0669  HISTORY     - 1973     MONUMENTED       USGS
 JP0669
 JP0669                          STATION DESCRIPTION
 JP0669
 JP0669'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0669'FROM THE SHOSHONE POST OFFICE, PROCEED 10.5 MILES SOUTHEAST ALONG THE
 JP0669'ROAD TO ATLANTA, 50 FEET WEST OF THE ROAD AT A T-ROAD JUNCTION,
 JP0669'A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 JP0669'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0436 ***********************************************************************
 MV0436  DESIGNATION -  122 LRC
 MV0436  PID         -  MV0436
 MV0436  STATE/COUNTY-  NV/WASHOE
 MV0436  USGS QUAD   -  LOST CREEK PASS (1980)
 MV0436
 MV0436                         *CURRENT SURVEY CONTROL
 MV0436  ___________________________________________________________________
 MV0436* NAD 83(1986)-  41 05 44.     (N)    119 37 51.     (W)     SCALED    
 MV0436* NAVD 88     -      1736.767  (meters)    5698.04   (feet)  ADJUSTED  
 MV0436  ___________________________________________________________________
 MV0436  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 MV0436  DYNAMIC HT  -        1735.336 (meters)    5693.35  (feet)  COMP
 MV0436  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 MV0436
 MV0436  VERT ORDER  -  SECOND    CLASS 0
 MV0436
 MV0436.The horizontal coordinates were scaled from a topographic map and have
 MV0436.an estimated accuracy of +/- 6 seconds.
 MV0436
 MV0436.The orthometric height was determined by differential leveling
 MV0436.and adjusted by the National Geodetic Survey in June 1991..
 MV0436
 MV0436.The geoid height was determined by GEOID03.
 MV0436
 MV0436.The dynamic height is computed by dividing the NAVD 88
 MV0436.geopotential number by the normal gravity value computed on the
 MV0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0436.degrees latitude (g = 980.6199 gals.).
 MV0436
 MV0436.The modeled gravity was interpolated from observed gravity values.
 MV0436
 MV0436;                    North         East    Units  Estimated Accuracy
 MV0436;SPC NV W     - 4,704,790.      712,000.      MT  (+/- 180 meters Scaled)
 MV0436
 MV0436                          SUPERSEDED SURVEY CONTROL
 MV0436
 MV0436.No superseded survey control is available for this station.
 MV0436
 MV0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF790527(NAD 83)
 MV0436_MARKER: DB = BENCH MARK DISK
 MV0436_SETTING: 66 = SET IN ROCK OUTCROP
 MV0436_SP_SET: BEDROCK
 MV0436_STAMPING: 122 LRC 1972 5694
 MV0436_MARK LOGO: USGS  
 MV0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0436+STABILITY: POSITION/ELEVATION WELL
 MV0436
 MV0436  HISTORY     - Date     Condition        Report By
 MV0436  HISTORY     - 1972     MONUMENTED       USGS
 MV0436
 MV0436                          STATION DESCRIPTION
 MV0436
 MV0436'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0436'80.3 KM (49.90 MI) SE FROM VYA.
 MV0436'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0436'447 TO A JUNCTION WITH LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9
 MV0436'MILES ESE TO A PROMINENT CROSSROAD, THENCE 12.1 MILES EAST OVER A
 MV0436'MOUNTAIN PASS TOWARD GRASS VALLEY TO A POINT IN A SHORT CANYON OF A
 MV0436'PROMINENT DRAIN, (14.4 MILES SOUTHWEST OF STATE HIGHWAY 34), 0PP0SITE
 MV0436'A LARGE MASS OF OUTCROP, 18.5 FEET SOUTH OF THE ROAD IN AN OUTCROP.
 MV0436'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0605 ***********************************************************************
 JQ0605  DESIGNATION -  123 DOR
 JQ0605  PID         -  JQ0605
 JQ0605  STATE/COUNTY-  NV/NYE
 JQ0605  USGS QUAD   -  MOORES STATION SE (1967)
 JQ0605
 JQ0605                         *CURRENT SURVEY CONTROL
 JQ0605  ___________________________________________________________________
 JQ0605* NAD 83(1986)-  38 31 09.     (N)    116 05 54.     (W)     SCALED    
 JQ0605* NAVD 88     -      1790.495  (meters)    5874.32   (feet)  ADJUSTED  
 JQ0605  ___________________________________________________________________
 JQ0605  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 JQ0605  DYNAMIC HT  -        1788.536 (meters)    5867.89  (feet)  COMP
 JQ0605  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 JQ0605
 JQ0605  VERT ORDER  -  SECOND    CLASS 0
 JQ0605
 JQ0605.The horizontal coordinates were scaled from a topographic map and have
 JQ0605.an estimated accuracy of +/- 6 seconds.
 JQ0605
 JQ0605.The orthometric height was determined by differential leveling
 JQ0605.and adjusted by the National Geodetic Survey in June 1991..
 JQ0605
 JQ0605.The geoid height was determined by GEOID03.
 JQ0605
 JQ0605.The dynamic height is computed by dividing the NAVD 88
 JQ0605.geopotential number by the normal gravity value computed on the
 JQ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0605.degrees latitude (g = 980.6199 gals.).
 JQ0605
 JQ0605.The modeled gravity was interpolated from observed gravity values.
 JQ0605
 JQ0605;                    North         East    Units  Estimated Accuracy
 JQ0605;SPC NV C     - 6,418,380.      549,560.      MT  (+/- 180 meters Scaled)
 JQ0605
 JQ0605                          SUPERSEDED SURVEY CONTROL
 JQ0605
 JQ0605  NGVD 29 (??/??/92) 1789.33   (m)         5870.5    (f) COMPUTED    2 0
 JQ0605
 JQ0605.Superseded values are not recommended for survey control.
 JQ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0605.See file dsdata.txt to determine how the superseded data were derived.
 JQ0605
 JQ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC786638(NAD 83)
 JQ0605_MARKER: DD = SURVEY DISK
 JQ0605_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0605_SP_SET: COPPER-CLAD STEEL ROD
 JQ0605_STAMPING: 123 DOR 1967 5870
 JQ0605_MARK LOGO: USGS  
 JQ0605_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0605+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0605
 JQ0605  HISTORY     - Date     Condition        Report By
 JQ0605  HISTORY     - 1967     MONUMENTED       USGS
 JQ0605
 JQ0605                          STATION DESCRIPTION
 JQ0605
 JQ0605'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0605'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0605'HIGHWAY 6 TO A T-ROAD NORTH, THENCE 2.7 MILES NORTH, 105 FEET
 JQ0605'NORTHEAST OF A BLADED DRAIN INLET, 80 FEET EAST OF THE ROAD, 1.5 FEET
 JQ0605'WEST OF A WITNESS, SET ON A COPPER-COATED ROD, ENCLOSED BY A FIBER
 JQ0605'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0670 ***********************************************************************
 JP0670  DESIGNATION -  123 DOR
 JP0670  PID         -  JP0670
 JP0670  STATE/COUNTY-  NV/WHITE PINE
 JP0670  USGS QUAD   -  RED LEDGES (1973)
 JP0670
 JP0670                         *CURRENT SURVEY CONTROL
 JP0670  ___________________________________________________________________
 JP0670* NAD 83(1986)-  38 43 23.     (N)    114 21 54.     (W)     SCALED    
 JP0670* NAVD 88     -      1857.137  (meters)    6092.96   (feet)  ADJUSTED  
 JP0670  ___________________________________________________________________
 JP0670  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 JP0670  DYNAMIC HT  -        1855.131 (meters)    6086.38  (feet)  COMP
 JP0670  MODELED GRAV-     979,482.1   (mgal)                       NAVD 88
 JP0670
 JP0670  VERT ORDER  -  SECOND    CLASS 0
 JP0670
 JP0670.The horizontal coordinates were scaled from a topographic map and have
 JP0670.an estimated accuracy of +/- 6 seconds.
 JP0670
 JP0670.The orthometric height was determined by differential leveling
 JP0670.and adjusted by the National Geodetic Survey in August 1995..
 JP0670
 JP0670.The geoid height was determined by GEOID03.
 JP0670
 JP0670.The dynamic height is computed by dividing the NAVD 88
 JP0670.geopotential number by the normal gravity value computed on the
 JP0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0670.degrees latitude (g = 980.6199 gals.).
 JP0670
 JP0670.The modeled gravity was interpolated from observed gravity values.
 JP0670
 JP0670;                    North         East    Units  Estimated Accuracy
 JP0670;SPC NV E     - 8,441,560.      305,940.      MT  (+/- 180 meters Scaled)
 JP0670
 JP0670                          SUPERSEDED SURVEY CONTROL
 JP0670
 JP0670.No superseded survey control is available for this station.
 JP0670
 JP0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC290893(NAD 83)
 JP0670_MARKER: DD = SURVEY DISK
 JP0670_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0670_SP_SET: COPPER-CLAD STEEL ROD
 JP0670_STAMPING: 123 DOR 1973 6089
 JP0670_MARK LOGO: USGS  
 JP0670_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0670
 JP0670  HISTORY     - Date     Condition        Report By
 JP0670  HISTORY     - 1973     MONUMENTED       USGS
 JP0670
 JP0670                          STATION DESCRIPTION
 JP0670
 JP0670'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0670'FROM THE SHOSHONE POST OFFICE, PROCEED 9.25 MILES SOUTHEAST ALONG THE
 JP0670'ROAD TO ATLANTA, 50 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 JP0670'A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 JP0670'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0437 ***********************************************************************
 MV0437  DESIGNATION -  123 LRC
 MV0437  PID         -  MV0437
 MV0437  STATE/COUNTY-  NV/WASHOE
 MV0437  USGS QUAD   -  LOST CREEK PASS (1980)
 MV0437
 MV0437                         *CURRENT SURVEY CONTROL
 MV0437  ___________________________________________________________________
 MV0437* NAD 83(1986)-  41 05 33.     (N)    119 38 55.     (W)     SCALED    
 MV0437* NAVD 88     -      1773.075  (meters)    5817.16   (feet)  ADJUSTED  
 MV0437  ___________________________________________________________________
 MV0437  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 MV0437  DYNAMIC HT  -        1771.599 (meters)    5812.32  (feet)  COMP
 MV0437  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 MV0437
 MV0437  VERT ORDER  -  SECOND    CLASS 0
 MV0437
 MV0437.The horizontal coordinates were scaled from a topographic map and have
 MV0437.an estimated accuracy of +/- 6 seconds.
 MV0437
 MV0437.The orthometric height was determined by differential leveling
 MV0437.and adjusted by the National Geodetic Survey in June 1991..
 MV0437
 MV0437.The geoid height was determined by GEOID03.
 MV0437
 MV0437.The dynamic height is computed by dividing the NAVD 88
 MV0437.geopotential number by the normal gravity value computed on the
 MV0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0437.degrees latitude (g = 980.6199 gals.).
 MV0437
 MV0437.The modeled gravity was interpolated from observed gravity values.
 MV0437
 MV0437;                    North         East    Units  Estimated Accuracy
 MV0437;SPC NV W     - 4,704,460.      710,510.      MT  (+/- 180 meters Scaled)
 MV0437
 MV0437                          SUPERSEDED SURVEY CONTROL
 MV0437
 MV0437.No superseded survey control is available for this station.
 MV0437
 MV0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF775524(NAD 83)
 MV0437_MARKER: DB = BENCH MARK DISK
 MV0437_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0437_SP_SET: COPPER-CLAD STEEL ROD
 MV0437_STAMPING: 123 LRC 1972 5813
 MV0437_MARK LOGO: USGS  
 MV0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0437
 MV0437  HISTORY     - Date     Condition        Report By
 MV0437  HISTORY     - 1972     MONUMENTED       USGS
 MV0437
 MV0437                          STATION DESCRIPTION
 MV0437
 MV0437'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0437'82.1 KM (51.00 MI) SSE FROM VYA.
 MV0437'CALIFORNIA-NEVADA STATE LINE, 9.3 MI SOUTHEAST ALONG STATE HIGHWAY
 MV0437'447 TO THE JUNCTION WITH LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9
 MV0437'MILES ESE TO A PROMINENT CROSSROAD, THENCE 10.9 MILES EAST OVER THE
 MV0437'MOUNTAIN PASS TOWARD GRASS VALLEY TO A DIM T-ROAD SOUTHEAST, (15.5
 MV0437'MILES SOUTHWEST OF THE JUNCTION WITH STATE HIGHWAY 34), 45.6 FEET
 MV0437'SOUTHEAST OF THE CENTERLINE OF THE MAIN ROAD, AND 22.7 FEET NORTH
 MV0437'OF THE CENTERLINE OF THE T-ROAD, SET ON A COPPER-COATED ROD OF
 MV0437'UNKNOWN DEPTH, ENCASED IN A IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0607 ***********************************************************************
 JQ0607  DESIGNATION -  124 DOR
 JQ0607  PID         -  JQ0607
 JQ0607  STATE/COUNTY-  NV/NYE
 JQ0607  USGS QUAD   -  MOORES STATION SE (1967)
 JQ0607
 JQ0607                         *CURRENT SURVEY CONTROL
 JQ0607  ___________________________________________________________________
 JQ0607* NAD 83(1986)-  38 30 23.     (N)    116 05 51.     (W)     SCALED    
 JQ0607* NAVD 88     -      1789.669  (meters)    5871.61   (feet)  ADJUSTED  
 JQ0607  ___________________________________________________________________
 JQ0607  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 JQ0607  DYNAMIC HT  -        1787.710 (meters)    5865.18  (feet)  COMP
 JQ0607  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 JQ0607
 JQ0607  VERT ORDER  -  SECOND    CLASS 0
 JQ0607
 JQ0607.The horizontal coordinates were scaled from a topographic map and have
 JQ0607.an estimated accuracy of +/- 6 seconds.
 JQ0607
 JQ0607.The orthometric height was determined by differential leveling
 JQ0607.and adjusted by the National Geodetic Survey in June 1991..
 JQ0607
 JQ0607.The geoid height was determined by GEOID03.
 JQ0607
 JQ0607.The dynamic height is computed by dividing the NAVD 88
 JQ0607.geopotential number by the normal gravity value computed on the
 JQ0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0607.degrees latitude (g = 980.6199 gals.).
 JQ0607
 JQ0607.The modeled gravity was interpolated from observed gravity values.
 JQ0607
 JQ0607;                    North         East    Units  Estimated Accuracy
 JQ0607;SPC NV C     - 6,416,960.      549,640.      MT  (+/- 180 meters Scaled)
 JQ0607
 JQ0607                          SUPERSEDED SURVEY CONTROL
 JQ0607
 JQ0607  NGVD 29 (??/??/92) 1788.51   (m)         5867.8    (f) COMPUTED    2 0
 JQ0607
 JQ0607.Superseded values are not recommended for survey control.
 JQ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0607.See file dsdata.txt to determine how the superseded data were derived.
 JQ0607
 JQ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC786623(NAD 83)
 JQ0607_MARKER: DD = SURVEY DISK
 JQ0607_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0607_SP_SET: COPPER-CLAD STEEL ROD
 JQ0607_STAMPING: 124 DOR 1967 5868
 JQ0607_MARK LOGO: USGS  
 JQ0607_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0607+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0607
 JQ0607  HISTORY     - Date     Condition        Report By
 JQ0607  HISTORY     - 1967     MONUMENTED       USGS
 JQ0607
 JQ0607                          STATION DESCRIPTION
 JQ0607
 JQ0607'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0607'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0607'HIGHWAY 6 TO A T-ROAD NORTH, THENCE 1.8 MILES NORTH, 60 FEET EAST OF
 JQ0607'THE ROAD, 1 FOOT WEST OF A WITNESS, SET ON A COPPER-COATED ROD,
 JQ0607'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0672 ***********************************************************************
 JP0672  DESIGNATION -  124 DOR
 JP0672  PID         -  JP0672
 JP0672  STATE/COUNTY-  NV/WHITE PINE
 JP0672  USGS QUAD   -  MINERVA CANYON (1987)
 JP0672
 JP0672                         *CURRENT SURVEY CONTROL
 JP0672  ___________________________________________________________________
 JP0672* NAD 83(1986)-  38 45 15.     (N)    114 22 05.     (W)     SCALED    
 JP0672* NAVD 88     -      1829.119  (meters)    6001.03   (feet)  ADJUSTED  
 JP0672  ___________________________________________________________________
 JP0672  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 JP0672  DYNAMIC HT  -        1827.142 (meters)    5994.55  (feet)  COMP
 JP0672  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 JP0672
 JP0672  VERT ORDER  -  SECOND    CLASS 0
 JP0672
 JP0672.The horizontal coordinates were scaled from a topographic map and have
 JP0672.an estimated accuracy of +/- 6 seconds.
 JP0672
 JP0672.The orthometric height was determined by differential leveling
 JP0672.and adjusted by the National Geodetic Survey in August 1995..
 JP0672
 JP0672.The geoid height was determined by GEOID03.
 JP0672
 JP0672.The dynamic height is computed by dividing the NAVD 88
 JP0672.geopotential number by the normal gravity value computed on the
 JP0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0672.degrees latitude (g = 980.6199 gals.).
 JP0672
 JP0672.The modeled gravity was interpolated from observed gravity values.
 JP0672
 JP0672;                    North         East    Units  Estimated Accuracy
 JP0672;SPC NV E     - 8,445,010.      305,630.      MT  (+/- 180 meters Scaled)
 JP0672
 JP0672                          SUPERSEDED SURVEY CONTROL
 JP0672
 JP0672.No superseded survey control is available for this station.
 JP0672
 JP0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC287927(NAD 83)
 JP0672_MARKER: DD = SURVEY DISK
 JP0672_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0672_SP_SET: COPPER-CLAD STEEL ROD
 JP0672_STAMPING: 124 DOR 1973 5997
 JP0672_MARK LOGO: USGS  
 JP0672_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0672
 JP0672  HISTORY     - Date     Condition        Report By
 JP0672  HISTORY     - 1973     MONUMENTED       USGS
 JP0672
 JP0672                          STATION DESCRIPTION
 JP0672
 JP0672'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0672'FROM THE SHOSHONE POST OFFICE, PROCEED 7.1 MILES SOUTHEAST ALONG THE
 JP0672'ROAD TO ATLANTA TO THE TOP OF A SLIGHT RISE, 46 FEET EAST OF AND 1
 JP0672'FOOT HIGHER THAN CENTERLINE OF THE ROAD,  A 5/8 INCH COPPER COATED
 JP0672'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0438 ***********************************************************************
 MV0438  DESIGNATION -  124 LRC
 MV0438  PID         -  MV0438
 MV0438  STATE/COUNTY-  NV/WASHOE
 MV0438  USGS QUAD   -  LOST CREEK PASS (1980)
 MV0438
 MV0438                         *CURRENT SURVEY CONTROL
 MV0438  ___________________________________________________________________
 MV0438* NAD 83(1986)-  41 05 22.     (N)    119 39 43.     (W)     SCALED    
 MV0438* NAVD 88     -      1805.594  (meters)    5923.85   (feet)  ADJUSTED  
 MV0438  ___________________________________________________________________
 MV0438  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 MV0438  DYNAMIC HT  -        1804.079 (meters)    5918.88  (feet)  COMP
 MV0438  MODELED GRAV-     979,720.8   (mgal)                       NAVD 88
 MV0438
 MV0438  VERT ORDER  -  SECOND    CLASS 0
 MV0438
 MV0438.The horizontal coordinates were scaled from a topographic map and have
 MV0438.an estimated accuracy of +/- 6 seconds.
 MV0438
 MV0438.The orthometric height was determined by differential leveling
 MV0438.and adjusted by the National Geodetic Survey in June 1991..
 MV0438
 MV0438.The geoid height was determined by GEOID03.
 MV0438
 MV0438.The dynamic height is computed by dividing the NAVD 88
 MV0438.geopotential number by the normal gravity value computed on the
 MV0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0438.degrees latitude (g = 980.6199 gals.).
 MV0438
 MV0438.The modeled gravity was interpolated from observed gravity values.
 MV0438
 MV0438;                    North         East    Units  Estimated Accuracy
 MV0438;SPC NV W     - 4,704,140.      709,380.      MT  (+/- 180 meters Scaled)
 MV0438
 MV0438                          SUPERSEDED SURVEY CONTROL
 MV0438
 MV0438.No superseded survey control is available for this station.
 MV0438
 MV0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF764521(NAD 83)
 MV0438_MARKER: DB = BENCH MARK DISK
 MV0438_SETTING: 66 = SET IN ROCK OUTCROP
 MV0438_SP_SET: BEDROCK
 MV0438_STAMPING: 124 LRC 1972 5920
 MV0438_MARK LOGO: USGS  
 MV0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0438+STABILITY: POSITION/ELEVATION WELL
 MV0438
 MV0438  HISTORY     - Date     Condition        Report By
 MV0438  HISTORY     - 1972     MONUMENTED       USGS
 MV0438
 MV0438                          STATION DESCRIPTION
 MV0438
 MV0438'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0438'83.4 KM (51.80 MI) SSE FROM VYA.
 MV0438'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0438'447 TO A JUNCTION WITH LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9
 MV0438'MILES ESE TO A PROMINENT CROSSROAD, THENCE 10.1 MILES EAST OVER A
 MV0438'MOUNTAIN PASS TOWARD GRASS VALLEY TO A POINT OPPOSITE THE SOUTH SLOPE
 MV0438'OF A LONG SMOOTH RIDGE, (16.3 MILES SOUTHWEST OF STATE HIGHWAY 34),
 MV0438'1.1 MILES NORTHEAST OF A POWER TRANSMISSION LINE, ABOUT 600 FEET
 MV0438'NORTHEAST OF A WATER TANK, AND 25 FEET SOUTHWEST OF THE CENTERLINE OF
 MV0438'THE ROAD, IN A FLAT LEDGE OF A ROCK OUTCROP NEAR THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0608 ***********************************************************************
 JQ0608  DESIGNATION -  125 DOR
 JQ0608  PID         -  JQ0608
 JQ0608  STATE/COUNTY-  NV/NYE
 JQ0608  USGS QUAD   -  LUNAR CRATER (1967)
 JQ0608
 JQ0608                         *CURRENT SURVEY CONTROL
 JQ0608  ___________________________________________________________________
 JQ0608* NAD 83(1986)-  38 29 33.     (N)    116 05 52.     (W)     SCALED    
 JQ0608* NAVD 88     -      1789.519  (meters)    5871.11   (feet)  ADJUSTED  
 JQ0608  ___________________________________________________________________
 JQ0608  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 JQ0608  DYNAMIC HT  -        1787.558 (meters)    5864.68  (feet)  COMP
 JQ0608  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 JQ0608
 JQ0608  VERT ORDER  -  SECOND    CLASS 0
 JQ0608
 JQ0608.The horizontal coordinates were scaled from a topographic map and have
 JQ0608.an estimated accuracy of +/- 6 seconds.
 JQ0608
 JQ0608.The orthometric height was determined by differential leveling
 JQ0608.and adjusted by the National Geodetic Survey in June 1991..
 JQ0608
 JQ0608.The geoid height was determined by GEOID03.
 JQ0608
 JQ0608.The dynamic height is computed by dividing the NAVD 88
 JQ0608.geopotential number by the normal gravity value computed on the
 JQ0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0608.degrees latitude (g = 980.6199 gals.).
 JQ0608
 JQ0608.The modeled gravity was interpolated from observed gravity values.
 JQ0608
 JQ0608;                    North         East    Units  Estimated Accuracy
 JQ0608;SPC NV C     - 6,415,420.      549,630.      MT  (+/- 180 meters Scaled)
 JQ0608
 JQ0608                          SUPERSEDED SURVEY CONTROL
 JQ0608
 JQ0608  NGVD 29 (??/??/92) 1788.35   (m)         5867.3    (f) COMPUTED    2 0
 JQ0608
 JQ0608.Superseded values are not recommended for survey control.
 JQ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0608.See file dsdata.txt to determine how the superseded data were derived.
 JQ0608
 JQ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC786608(NAD 83)
 JQ0608_MARKER: DD = SURVEY DISK
 JQ0608_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0608_SP_SET: COPPER-CLAD STEEL ROD
 JQ0608_STAMPING: 125 DOR 1967 5867
 JQ0608_MARK LOGO: USGS  
 JQ0608_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0608+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0608
 JQ0608  HISTORY     - Date     Condition        Report By
 JQ0608  HISTORY     - 1967     MONUMENTED       USGS
 JQ0608
 JQ0608                          STATION DESCRIPTION
 JQ0608
 JQ0608'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0608'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0608'HIGHWAY 6 TO A T-ROAD NORTH, THENCE 0.8 MILES NORTH, 42 FEET WEST OF
 JQ0608'THE ROAD, 1 FOOT EAST OF A WITNESS, SET ON A COPPER-COATED ROD,
 JQ0608'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0673 ***********************************************************************
 JP0673  DESIGNATION -  125 DOR
 JP0673  PID         -  JP0673
 JP0673  STATE/COUNTY-  NV/WHITE PINE
 JP0673  USGS QUAD   -  MINERVA CANYON (1987)
 JP0673
 JP0673                         *CURRENT SURVEY CONTROL
 JP0673  ___________________________________________________________________
 JP0673* NAD 83(1986)-  38 46 01.     (N)    114 22 13.     (W)     SCALED    
 JP0673* NAVD 88     -      1826.252  (meters)    5991.63   (feet)  ADJUSTED  
 JP0673  ___________________________________________________________________
 JP0673  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 JP0673  DYNAMIC HT  -        1824.272 (meters)    5985.13  (feet)  COMP
 JP0673  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 JP0673
 JP0673  VERT ORDER  -  SECOND    CLASS 0
 JP0673
 JP0673.The horizontal coordinates were scaled from a topographic map and have
 JP0673.an estimated accuracy of +/- 6 seconds.
 JP0673
 JP0673.The orthometric height was determined by differential leveling
 JP0673.and adjusted by the National Geodetic Survey in August 1995..
 JP0673
 JP0673.The geoid height was determined by GEOID03.
 JP0673
 JP0673.The dynamic height is computed by dividing the NAVD 88
 JP0673.geopotential number by the normal gravity value computed on the
 JP0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0673.degrees latitude (g = 980.6199 gals.).
 JP0673
 JP0673.The modeled gravity was interpolated from observed gravity values.
 JP0673
 JP0673;                    North         East    Units  Estimated Accuracy
 JP0673;SPC NV E     - 8,446,430.      305,420.      MT  (+/- 180 meters Scaled)
 JP0673
 JP0673                          SUPERSEDED SURVEY CONTROL
 JP0673
 JP0673.No superseded survey control is available for this station.
 JP0673
 JP0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC284941(NAD 83)
 JP0673_MARKER: DD = SURVEY DISK
 JP0673_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0673_SP_SET: COPPER-CLAD STEEL ROD
 JP0673_STAMPING: 125 DOR 1973 5988
 JP0673_MARK LOGO: USGS  
 JP0673_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0673
 JP0673  HISTORY     - Date     Condition        Report By
 JP0673  HISTORY     - 1973     MONUMENTED       USGS
 JP0673
 JP0673                          STATION DESCRIPTION
 JP0673
 JP0673'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0673'FROM THE SHOSHONE POST OFFICE, PROCEED 6.2 MILES SOUTHEAST ALONG THE
 JP0673'ROAD TO ATLANTA, 44 FEET EAST OF AND 2 FEET HIGHER THAN THE
 JP0673'CENTERLINE OF THE ROAD AT A T-ROAD WEST TO A WINDMILL, 25 FEET NORTH
 JP0673'OF CENTERLINE OF A DIM ROAD EAST,  A 5/8 INCH COPPER COATED ROD DRIVEN
 JP0673'TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0439 ***********************************************************************
 MV0439  DESIGNATION -  125 LRC
 MV0439  PID         -  MV0439
 MV0439  STATE/COUNTY-  NV/WASHOE
 MV0439  USGS QUAD   -  LOST CREEK PASS (1980)
 MV0439
 MV0439                         *CURRENT SURVEY CONTROL
 MV0439  ___________________________________________________________________
 MV0439* NAD 83(1986)-  41 05 58.     (N)    119 40 36.     (W)     SCALED    
 MV0439* NAVD 88     -      1855.984  (meters)    6089.17   (feet)  ADJUSTED  
 MV0439  ___________________________________________________________________
 MV0439  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 MV0439  DYNAMIC HT  -        1854.415 (meters)    6084.03  (feet)  COMP
 MV0439  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 MV0439
 MV0439  VERT ORDER  -  SECOND    CLASS 0
 MV0439
 MV0439.The horizontal coordinates were scaled from a topographic map and have
 MV0439.an estimated accuracy of +/- 6 seconds.
 MV0439
 MV0439.The orthometric height was determined by differential leveling
 MV0439.and adjusted by the National Geodetic Survey in June 1991..
 MV0439
 MV0439.The geoid height was determined by GEOID03.
 MV0439
 MV0439.The dynamic height is computed by dividing the NAVD 88
 MV0439.geopotential number by the normal gravity value computed on the
 MV0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0439.degrees latitude (g = 980.6199 gals.).
 MV0439
 MV0439.The modeled gravity was interpolated from observed gravity values.
 MV0439
 MV0439;                    North         East    Units  Estimated Accuracy
 MV0439;SPC NV W     - 4,705,260.      708,160.      MT  (+/- 180 meters Scaled)
 MV0439
 MV0439                          SUPERSEDED SURVEY CONTROL
 MV0439
 MV0439.No superseded survey control is available for this station.
 MV0439
 MV0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF752532(NAD 83)
 MV0439_MARKER: DB = BENCH MARK DISK
 MV0439_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0439_SP_SET: COPPER-CLAD STEEL ROD
 MV0439_STAMPING: 125 LRC 1972 6085
 MV0439_MARK LOGO: USGS  
 MV0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0439
 MV0439  HISTORY     - Date     Condition        Report By
 MV0439  HISTORY     - 1972     MONUMENTED       USGS
 MV0439
 MV0439                          STATION DESCRIPTION
 MV0439
 MV0439'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0439'82.6 KM (51.30 MI) NW FROM GERLACH.
 MV0439'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0439'447 TO THE JUNCTION WITH LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9
 MV0439'MILES ESE TO A PROMINENT CROSSROAD, THENCE 9.1 MILES EAST, IN A
 MV0439'PROMINENT BASIN, ABOUT 394 FEET EAST OF A POWER LINE CROSSING, 49
 MV0439'FEET SOUTHEAST OF A SIDE ROAD, 34 FEET NORTHEAST OF THE CENTERLINE OF
 MV0439'THE ROAD, SET ON A COPPER-COATED ROD OF UNKNOWN DEPTH, ENCASED IN
 MV0439'A IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0674 ***********************************************************************
 JP0674  DESIGNATION -  126 DOR
 JP0674  PID         -  JP0674
 JP0674  STATE/COUNTY-  NV/WHITE PINE
 JP0674  USGS QUAD   -  MINERVA CANYON (1987)
 JP0674
 JP0674                         *CURRENT SURVEY CONTROL
 JP0674  ___________________________________________________________________
 JP0674* NAD 83(1986)-  38 46 50.     (N)    114 22 27.     (W)     SCALED    
 JP0674* NAVD 88     -      1829.961  (meters)    6003.80   (feet)  ADJUSTED  
 JP0674  ___________________________________________________________________
 JP0674  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 JP0674  DYNAMIC HT  -        1827.986 (meters)    5997.32  (feet)  COMP
 JP0674  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 JP0674
 JP0674  VERT ORDER  -  SECOND    CLASS 0
 JP0674
 JP0674.The horizontal coordinates were scaled from a topographic map and have
 JP0674.an estimated accuracy of +/- 6 seconds.
 JP0674
 JP0674.The orthometric height was determined by differential leveling
 JP0674.and adjusted by the National Geodetic Survey in August 1995..
 JP0674
 JP0674.The geoid height was determined by GEOID03.
 JP0674
 JP0674.The dynamic height is computed by dividing the NAVD 88
 JP0674.geopotential number by the normal gravity value computed on the
 JP0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0674.degrees latitude (g = 980.6199 gals.).
 JP0674
 JP0674.The modeled gravity was interpolated from observed gravity values.
 JP0674
 JP0674;                    North         East    Units  Estimated Accuracy
 JP0674;SPC NV E     - 8,447,930.      305,060.      MT  (+/- 180 meters Scaled)
 JP0674
 JP0674                          SUPERSEDED SURVEY CONTROL
 JP0674
 JP0674.No superseded survey control is available for this station.
 JP0674
 JP0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC280957(NAD 83)
 JP0674_MARKER: DD = SURVEY DISK
 JP0674_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0674_SP_SET: COPPER-CLAD STEEL ROD
 JP0674_STAMPING: 126 DOR 1973 6000
 JP0674_MARK LOGO: USGS  
 JP0674_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0674
 JP0674  HISTORY     - Date     Condition        Report By
 JP0674  HISTORY     - 1973     MONUMENTED       USGS
 JP0674
 JP0674                          STATION DESCRIPTION
 JP0674
 JP0674'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0674'FROM THE SHOSHONE POST OFFICE, PROCEED 5.2 MILES SOUTHEAST ALONG THE
 JP0674'ROAD TO ATLANTA TO THE TOP OF A SLIGHT RISE, 75 FEET NORTH-NORTHEAST
 JP0674'OF A SMALL LONE JUNIPER TREE, 50 FEET EAST OF THE CENTERLINE OF THE
 JP0674'ROAD, 47 FEET NORTHWEST OF A GLO BRASS CAP STAMPED T11N R68E S30 S29
 JP0674'S31 S32 1916,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED
 JP0674'IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0440 ***********************************************************************
 MV0440  DESIGNATION -  126 LRC
 MV0440  PID         -  MV0440
 MV0440  STATE/COUNTY-  NV/WASHOE
 MV0440  USGS QUAD   -  LOST CREEK PASS (1980)
 MV0440
 MV0440                         *CURRENT SURVEY CONTROL
 MV0440  ___________________________________________________________________
 MV0440* NAD 83(1986)-  41 05 44.     (N)    119 41 34.     (W)     SCALED    
 MV0440* NAVD 88     -      1891.639  (meters)    6206.15   (feet)  ADJUSTED  
 MV0440  ___________________________________________________________________
 MV0440  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 MV0440  DYNAMIC HT  -        1890.030 (meters)    6200.87  (feet)  COMP
 MV0440  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 MV0440
 MV0440  VERT ORDER  -  SECOND    CLASS 0
 MV0440
 MV0440.The horizontal coordinates were scaled from a topographic map and have
 MV0440.an estimated accuracy of +/- 6 seconds.
 MV0440
 MV0440.The orthometric height was determined by differential leveling
 MV0440.and adjusted by the National Geodetic Survey in June 1991..
 MV0440
 MV0440.The geoid height was determined by GEOID03.
 MV0440
 MV0440.The dynamic height is computed by dividing the NAVD 88
 MV0440.geopotential number by the normal gravity value computed on the
 MV0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0440.degrees latitude (g = 980.6199 gals.).
 MV0440
 MV0440.The modeled gravity was interpolated from observed gravity values.
 MV0440
 MV0440;                    North         East    Units  Estimated Accuracy
 MV0440;SPC NV W     - 4,704,850.      706,800.      MT  (+/- 180 meters Scaled)
 MV0440
 MV0440                          SUPERSEDED SURVEY CONTROL
 MV0440
 MV0440.No superseded survey control is available for this station.
 MV0440
 MV0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF738528(NAD 83)
 MV0440_MARKER: DB = BENCH MARK DISK
 MV0440_SETTING: 66 = SET IN ROCK OUTCROP
 MV0440_SP_SET: BEDROCK
 MV0440_STAMPING: 126 LRC 1972 6202
 MV0440_MARK LOGO: USGS  
 MV0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0440+STABILITY: POSITION/ELEVATION WELL
 MV0440
 MV0440  HISTORY     - Date     Condition        Report By
 MV0440  HISTORY     - 1972     MONUMENTED       USGS
 MV0440
 MV0440                          STATION DESCRIPTION
 MV0440
 MV0440'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0440'81.1 KM (50.40MI) NW FROM GERLACH.
 MV0440'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0440'447 TO THE JUNCTION OF LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9
 MV0440'MILES ESE TO A PROMINENT CROSSROAD, THENCE 7.9 MILES EAST UP THE
 MV0440'CANYON TOWARD THE TOP OF A MOUNTAIN PASS, ABOUT 1.0 MILES WEST OF A
 MV0440'POWER TRANSMISSION LINE CROSSING, 100 FEET SOUTHEAST OF A SIGNPOST
 MV0440'READING -GRASS VALLEY (TO THE E.) LOST CREEK (TO THE W.)-,  55 FEET
 MV0440'SOUTH OF THE CENTERLINE OF THE ROAD, IN THE EAST SIDE OF A ROCK
 MV0440'LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0675 ***********************************************************************
 JP0675  DESIGNATION -  127 DOR
 JP0675  PID         -  JP0675
 JP0675  STATE/COUNTY-  NV/WHITE PINE
 JP0675  USGS QUAD   -  MINERVA (1986)
 JP0675
 JP0675                         *CURRENT SURVEY CONTROL
 JP0675  ___________________________________________________________________
 JP0675* NAD 83(1986)-  38 47 25.     (N)    114 22 40.     (W)     SCALED    
 JP0675* NAVD 88     -      1803.494  (meters)    5916.96   (feet)  ADJUSTED  
 JP0675  ___________________________________________________________________
 JP0675  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 JP0675  DYNAMIC HT  -        1801.551 (meters)    5910.59  (feet)  COMP
 JP0675  MODELED GRAV-     979,487.3   (mgal)                       NAVD 88
 JP0675
 JP0675  VERT ORDER  -  SECOND    CLASS 0
 JP0675
 JP0675.The horizontal coordinates were scaled from a topographic map and have
 JP0675.an estimated accuracy of +/- 6 seconds.
 JP0675
 JP0675.The orthometric height was determined by differential leveling
 JP0675.and adjusted by the National Geodetic Survey in August 1995..
 JP0675
 JP0675.The geoid height was determined by GEOID03.
 JP0675
 JP0675.The dynamic height is computed by dividing the NAVD 88
 JP0675.geopotential number by the normal gravity value computed on the
 JP0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0675.degrees latitude (g = 980.6199 gals.).
 JP0675
 JP0675.The modeled gravity was interpolated from observed gravity values.
 JP0675
 JP0675;                    North         East    Units  Estimated Accuracy
 JP0675;SPC NV E     - 8,449,010.      304,730.      MT  (+/- 180 meters Scaled)
 JP0675
 JP0675                          SUPERSEDED SURVEY CONTROL
 JP0675
 JP0675.No superseded survey control is available for this station.
 JP0675
 JP0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC277967(NAD 83)
 JP0675_MARKER: DD = SURVEY DISK
 JP0675_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0675_SP_SET: COPPER-CLAD STEEL ROD
 JP0675_STAMPING: 127 DOR 1973 5913
 JP0675_MARK LOGO: USGS  
 JP0675_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0675
 JP0675  HISTORY     - Date     Condition        Report By
 JP0675  HISTORY     - 1973     MONUMENTED       USGS
 JP0675
 JP0675                          STATION DESCRIPTION
 JP0675
 JP0675'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0675'FROM THE SHOSHONE POST OFFICE, PROCEED 4.5 MILES SOUTHEAST ALONG THE
 JP0675'ROAD TO ATLANTA TO THE TOP OF A VERY SLIGHT RISE THAT IS WEST OF A
 JP0675'GROUP OF CORRUGATED METAL BUILDINGS, 44 FEET EAST-SOUTHEAST OF AND
 JP0675'1.5 FEET HIGHER THAN CENTERLINE OF ROAD,  A 5/8 INCH COPPER COATED
 JP0675'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0441 ***********************************************************************
 MV0441  DESIGNATION -  127 LRC
 MV0441  PID         -  MV0441
 MV0441  STATE/COUNTY-  NV/WASHOE
 MV0441  USGS QUAD   -  LOST CREEK PASS (1980)
 MV0441
 MV0441                         *CURRENT SURVEY CONTROL
 MV0441  ___________________________________________________________________
 MV0441* NAD 83(1986)-  41 06 01.     (N)    119 42 26.     (W)     SCALED    
 MV0441* NAVD 88     -      1810.916  (meters)    5941.31   (feet)  ADJUSTED  
 MV0441  ___________________________________________________________________
 MV0441  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 MV0441  DYNAMIC HT  -        1809.403 (meters)    5936.35  (feet)  COMP
 MV0441  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 MV0441
 MV0441  VERT ORDER  -  SECOND    CLASS 0
 MV0441
 MV0441.The horizontal coordinates were scaled from a topographic map and have
 MV0441.an estimated accuracy of +/- 6 seconds.
 MV0441
 MV0441.The orthometric height was determined by differential leveling
 MV0441.and adjusted by the National Geodetic Survey in June 1991..
 MV0441
 MV0441.The geoid height was determined by GEOID03.
 MV0441
 MV0441.The dynamic height is computed by dividing the NAVD 88
 MV0441.geopotential number by the normal gravity value computed on the
 MV0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0441.degrees latitude (g = 980.6199 gals.).
 MV0441
 MV0441.The modeled gravity was interpolated from observed gravity values.
 MV0441
 MV0441;                    North         East    Units  Estimated Accuracy
 MV0441;SPC NV W     - 4,705,390.      705,590.      MT  (+/- 180 meters Scaled)
 MV0441
 MV0441                          SUPERSEDED SURVEY CONTROL
 MV0441
 MV0441.No superseded survey control is available for this station.
 MV0441
 MV0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF726534(NAD 83)
 MV0441_MARKER: DB = BENCH MARK DISK
 MV0441_SETTING: 66 = SET IN ROCK OUTCROP
 MV0441_SP_SET: BEDROCK
 MV0441_STAMPING: 127 LRC 1972 5937
 MV0441_MARK LOGO: USGS  
 MV0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0441+STABILITY: POSITION/ELEVATION WELL
 MV0441
 MV0441  HISTORY     - Date     Condition        Report By
 MV0441  HISTORY     - 1972     MONUMENTED       USGS
 MV0441
 MV0441                          STATION DESCRIPTION
 MV0441
 MV0441'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0441'79.7 KM (49.50MI) NW FROM GERLACH.
 MV0441'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0441'447 TO THE JUNCTION OF LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9
 MV0441'MILES ESE, THENCE 7.1 MILES EAST UP THE CANYON TOWARD THE MOUNTAIN
 MV0441'PASS TO A SHARP CURVE IN THE SADDLE, 0.9 MILES SOUTHWEST OF THE PASS,
 MV0441'24 FEET SOUTH OF THE CENTERLINE OF THE ROAD ON A CURVE, IN A ROUND
 MV0441'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0679 ***********************************************************************
 JP0679  DESIGNATION -  128 DOR
 JP0679  PID         -  JP0679
 JP0679  STATE/COUNTY-  NV/LINCOLN
 JP0679  USGS QUAD   -  BIG SPRINGS (1972)
 JP0679
 JP0679                         *CURRENT SURVEY CONTROL
 JP0679  ___________________________________________________________________
 JP0679* NAD 83(1986)-  38 39 38.     (N)    114 11 28.     (W)     SCALED    
 JP0679* NAVD 88     -      1894.163  (meters)    6214.43   (feet)  ADJUSTED  
 JP0679  ___________________________________________________________________
 JP0679  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 JP0679  DYNAMIC HT  -        1892.100 (meters)    6207.66  (feet)  COMP
 JP0679  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 JP0679
 JP0679  VERT ORDER  -  SECOND    CLASS 0
 JP0679
 JP0679.The horizontal coordinates were scaled from a topographic map and have
 JP0679.an estimated accuracy of +/- 6 seconds.
 JP0679
 JP0679.The orthometric height was determined by differential leveling
 JP0679.and adjusted by the National Geodetic Survey in August 1995..
 JP0679
 JP0679.The geoid height was determined by GEOID03.
 JP0679
 JP0679.The dynamic height is computed by dividing the NAVD 88
 JP0679.geopotential number by the normal gravity value computed on the
 JP0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0679.degrees latitude (g = 980.6199 gals.).
 JP0679
 JP0679.The modeled gravity was interpolated from observed gravity values.
 JP0679
 JP0679;                    North         East    Units  Estimated Accuracy
 JP0679;SPC NV E     - 8,434,840.      321,170.      MT  (+/- 180 meters Scaled)
 JP0679
 JP0679                          SUPERSEDED SURVEY CONTROL
 JP0679
 JP0679.No superseded survey control is available for this station.
 JP0679
 JP0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC444828(NAD 83)
 JP0679_MARKER: DD = SURVEY DISK
 JP0679_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0679_SP_SET: COPPER-CLAD STEEL ROD
 JP0679_STAMPING: 128 DOR 1973 6210
 JP0679_MARK LOGO: USGS  
 JP0679_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0679
 JP0679  HISTORY     - Date     Condition        Report By
 JP0679  HISTORY     - 1973     MONUMENTED       USGS
 JP0679
 JP0679                          STATION DESCRIPTION
 JP0679
 JP0679'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0679'FROM THE INTERSECTION OF THE ROAD SOUTH TO MODENA AND THE T-ROAD
 JP0679'ENTERING BIG SPRINGS RANCH, PROCEED 3.1 MILES SOUTH ALONG THE MODENA
 JP0679'ROAD TO A Y-ROAD SOUTHWEST, THENCE 3.8 MILES SOUTHWEST AND WEST TO A
 JP0679'Y-ROAD NORTH, 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD AT A
 JP0679'TRIANGLE FORMED BY THE Y-ROAD JUNCTION,  A 5/8 INCH COPPER COATED ROD
 JP0679'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0442 ***********************************************************************
 MV0442  DESIGNATION -  128 LRC
 MV0442  PID         -  MV0442
 MV0442  STATE/COUNTY-  NV/WASHOE
 MV0442  USGS QUAD   -  LOST CREEK PASS (1980)
 MV0442
 MV0442                         *CURRENT SURVEY CONTROL
 MV0442  ___________________________________________________________________
 MV0442* NAD 83(1986)-  41 05 44.     (N)    119 43 04.     (W)     SCALED    
 MV0442* NAVD 88     -      1723.361  (meters)    5654.06   (feet)  ADJUSTED  
 MV0442  ___________________________________________________________________
 MV0442  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 MV0442  DYNAMIC HT  -        1721.938 (meters)    5649.39  (feet)  COMP
 MV0442  MODELED GRAV-     979,737.0   (mgal)                       NAVD 88
 MV0442
 MV0442  VERT ORDER  -  SECOND    CLASS 0
 MV0442
 MV0442.The horizontal coordinates were scaled from a topographic map and have
 MV0442.an estimated accuracy of +/- 6 seconds.
 MV0442
 MV0442.The orthometric height was determined by differential leveling
 MV0442.and adjusted by the National Geodetic Survey in June 1991..
 MV0442
 MV0442.The geoid height was determined by GEOID03.
 MV0442
 MV0442.The dynamic height is computed by dividing the NAVD 88
 MV0442.geopotential number by the normal gravity value computed on the
 MV0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0442.degrees latitude (g = 980.6199 gals.).
 MV0442
 MV0442.The modeled gravity was interpolated from observed gravity values.
 MV0442
 MV0442;                    North         East    Units  Estimated Accuracy
 MV0442;SPC NV W     - 4,704,880.      704,700.      MT  (+/- 180 meters Scaled)
 MV0442
 MV0442                          SUPERSEDED SURVEY CONTROL
 MV0442
 MV0442.No superseded survey control is available for this station.
 MV0442
 MV0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF717529(NAD 83)
 MV0442_MARKER: DB = BENCH MARK DISK
 MV0442_SETTING: 66 = SET IN ROCK OUTCROP
 MV0442_SP_SET: BEDROCK
 MV0442_STAMPING: 128 LRC 1972 5650
 MV0442_MARK LOGO: USGS  
 MV0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0442+STABILITY: POSITION/ELEVATION WELL
 MV0442
 MV0442  HISTORY     - Date     Condition        Report By
 MV0442  HISTORY     - 1972     MONUMENTED       USGS
 MV0442
 MV0442                          STATION DESCRIPTION
 MV0442
 MV0442'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0442'78.5 KM (48.80MI) NW FROM GERLACH.
 MV0442'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0442'447 TO A JUNCTION WITH LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9
 MV0442'MILES ESE TO A PROMINENT CROSSROAD, THENCE 6.3 MILES EAST UP THE
 MV0442'CANYON TOWARD THE MOUNTAIN PASS TO A CURVE AROUND A ROCK POINT THAT
 MV0442'HAS BEEN PARTLY BLASTED OFF, 1.7 MILES SOUTHWEST DOWNGRADE FROM THE
 MV0442'MOUNTAIN PASS, AND 21 FEET WEST OF THE CENTERLINE OF THE ROAD, IN A
 MV0442'ROCK LEDGE FLUSH WITH THE GROUND.
 MV0442'THE MARK IS 6 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0681 ***********************************************************************
 JP0681  DESIGNATION -  129 DOR
 JP0681  PID         -  JP0681
 JP0681  STATE/COUNTY-  NV/LINCOLN
 JP0681  USGS QUAD   -  BIG SPRINGS (1972)
 JP0681
 JP0681                         *CURRENT SURVEY CONTROL
 JP0681  ___________________________________________________________________
 JP0681* NAD 83(1986)-  38 38 41.     (N)    114 13 13.     (W)     SCALED    
 JP0681* NAVD 88     -      1862.474  (meters)    6110.47   (feet)  ADJUSTED  
 JP0681  ___________________________________________________________________
 JP0681  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 JP0681  DYNAMIC HT  -        1860.439 (meters)    6103.79  (feet)  COMP
 JP0681  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 JP0681
 JP0681  VERT ORDER  -  SECOND    CLASS 0
 JP0681
 JP0681.The horizontal coordinates were scaled from a topographic map and have
 JP0681.an estimated accuracy of +/- 6 seconds.
 JP0681
 JP0681.The orthometric height was determined by differential leveling
 JP0681.and adjusted by the National Geodetic Survey in August 1995..
 JP0681
 JP0681.The geoid height was determined by GEOID03.
 JP0681
 JP0681.The dynamic height is computed by dividing the NAVD 88
 JP0681.geopotential number by the normal gravity value computed on the
 JP0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0681.degrees latitude (g = 980.6199 gals.).
 JP0681
 JP0681.The modeled gravity was interpolated from observed gravity values.
 JP0681
 JP0681;                    North         East    Units  Estimated Accuracy
 JP0681;SPC NV E     - 8,433,040.      318,660.      MT  (+/- 180 meters Scaled)
 JP0681
 JP0681                          SUPERSEDED SURVEY CONTROL
 JP0681
 JP0681.No superseded survey control is available for this station.
 JP0681
 JP0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC419810(NAD 83)
 JP0681_MARKER: DD = SURVEY DISK
 JP0681_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0681_SP_SET: COPPER-CLAD STEEL ROD
 JP0681_STAMPING: 129 DOR 1973 6107
 JP0681_MARK LOGO: USGS  
 JP0681_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0681
 JP0681  HISTORY     - Date     Condition        Report By
 JP0681  HISTORY     - 1973     MONUMENTED       USGS
 JP0681
 JP0681                          STATION DESCRIPTION
 JP0681
 JP0681'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0681'FROM THE INTERSECTION OF THE ROAD SOUTH TO MODENA AND THE T-ROAD
 JP0681'ENTERING BIG SPRINGS RANCH, PROCEED 3.1 MILES SOUTH ALONG THE MODENA
 JP0681'ROAD TO A Y-ROAD SOUTHWEST, THENCE 5.8 MILES SOUTHWEST AND WEST TO
 JP0681'THE TOP OF A SLIGHT RISE, 38 FEET SOUTH OF THE CENTERLINE OF THE
 JP0681'ROAD,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 JP0681'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0443 ***********************************************************************
 MV0443  DESIGNATION -  129 LRC
 MV0443  PID         -  MV0443
 MV0443  STATE/COUNTY-  NV/WASHOE
 MV0443  USGS QUAD   -  LOST CREEK PASS (1980)
 MV0443
 MV0443                         *CURRENT SURVEY CONTROL
 MV0443  ___________________________________________________________________
 MV0443* NAD 83(1986)-  41 05 40.     (N)    119 43 30.     (W)     SCALED    
 MV0443* NAVD 88     -      1679.956  (meters)    5511.66   (feet)  ADJUSTED  
 MV0443  ___________________________________________________________________
 MV0443  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 MV0443  DYNAMIC HT  -        1678.578 (meters)    5507.13  (feet)  COMP
 MV0443  MODELED GRAV-     979,744.3   (mgal)                       NAVD 88
 MV0443
 MV0443  VERT ORDER  -  SECOND    CLASS 0
 MV0443
 MV0443.The horizontal coordinates were scaled from a topographic map and have
 MV0443.an estimated accuracy of +/- 6 seconds.
 MV0443
 MV0443.The orthometric height was determined by differential leveling
 MV0443.and adjusted by the National Geodetic Survey in June 1991..
 MV0443
 MV0443.The geoid height was determined by GEOID03.
 MV0443
 MV0443.The dynamic height is computed by dividing the NAVD 88
 MV0443.geopotential number by the normal gravity value computed on the
 MV0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0443.degrees latitude (g = 980.6199 gals.).
 MV0443
 MV0443.The modeled gravity was interpolated from observed gravity values.
 MV0443
 MV0443;                    North         East    Units  Estimated Accuracy
 MV0443;SPC NV W     - 4,704,760.      704,090.      MT  (+/- 180 meters Scaled)
 MV0443
 MV0443                          SUPERSEDED SURVEY CONTROL
 MV0443
 MV0443.No superseded survey control is available for this station.
 MV0443
 MV0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF711528(NAD 83)
 MV0443_MARKER: DB = BENCH MARK DISK
 MV0443_SETTING: 66 = SET IN ROCK OUTCROP
 MV0443_SP_SET: BEDROCK
 MV0443_STAMPING: 129 LRC 1972 5507
 MV0443_MARK LOGO: USGS  
 MV0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0443+STABILITY: POSITION/ELEVATION WELL
 MV0443
 MV0443  HISTORY     - Date     Condition        Report By
 MV0443  HISTORY     - 1972     MONUMENTED       USGS
 MV0443
 MV0443                          STATION DESCRIPTION
 MV0443
 MV0443'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0443'77.9 KM (48.40 MI) NW FROM GERLACH.
 MV0443'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SE OF TO THE JUNCTION WITH
 MV0443'LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9 MILES ESE TO A PROMINENT
 MV0443'CROSSROAD, THENCE 5.9 MILES EAST UP THE CANYON TO A CURVE AROUND A
 MV0443'ROCKY POINT, AT THE JUNCTION OF THREE CANYONS, 2.2 MILES FROM THE
 MV0443'MOUNTAIN PASS, 32 FEET EAST OF THE CENTERLINE OF THE ROAD, IN A ROCK
 MV0443'LEDGE.
 MV0443'THE MARK IS 6 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0323 ***********************************************************************
 LS0323  DESIGNATION -  13
 LS0323  PID         -  LS0323
 LS0323  STATE/COUNTY-  NV/PERSHING
 LS0323  USGS QUAD   -  GRANITE POINT (1987)
 LS0323
 LS0323                         *CURRENT SURVEY CONTROL
 LS0323  ___________________________________________________________________
 LS0323* NAD 83(1986)-  40 04 58.     (N)    118 30 49.     (W)     SCALED    
 LS0323* NAVD 88     -      1194.796  (meters)    3919.93   (feet)  ADJUSTED  
 LS0323  ___________________________________________________________________
 LS0323  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 LS0323  DYNAMIC HT  -        1193.832 (meters)    3916.76  (feet)  COMP
 LS0323  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 LS0323
 LS0323  VERT ORDER  -  SECOND    CLASS 0
 LS0323
 LS0323.The horizontal coordinates were scaled from a topographic map and have
 LS0323.an estimated accuracy of +/- 6 seconds.
 LS0323
 LS0323.The orthometric height was determined by differential leveling
 LS0323.and adjusted by the National Geodetic Survey in June 1991..
 LS0323
 LS0323.The geoid height was determined by GEOID03.
 LS0323
 LS0323.The dynamic height is computed by dividing the NAVD 88
 LS0323.geopotential number by the normal gravity value computed on the
 LS0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0323.degrees latitude (g = 980.6199 gals.).
 LS0323
 LS0323.The modeled gravity was interpolated from observed gravity values.
 LS0323
 LS0323;                    North         East    Units  Estimated Accuracy
 LS0323;SPC NV W     - 4,591,810.      805,950.      MT  (+/- 180 meters Scaled)
 LS0323
 LS0323                          SUPERSEDED SURVEY CONTROL
 LS0323
 LS0323  NGVD 29 (??/??/92) 1193.869  (m)         3916.89   (f) ADJ UNCH    2 0
 LS0323
 LS0323.Superseded values are not recommended for survey control.
 LS0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0323.See file dsdata.txt to determine how the superseded data were derived.
 LS0323
 LS0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE709380(NAD 83)
 LS0323_MARKER: DB = BENCH MARK DISK
 LS0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0323_STAMPING: NO. 13
 LS0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0323+STABILITY: SURFACE MOTION
 LS0323
 LS0323  HISTORY     - Date     Condition        Report By
 LS0323  HISTORY     - UNK      MONUMENTED       CGS
 LS0323  HISTORY     - 1951     GOOD             NGS
 LS0323  HISTORY     - 1983     MARK NOT FOUND   USGS
 LS0323
 LS0323                          STATION DESCRIPTION
 LS0323
 LS0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0323'7.45 MI SW FROM LOVELOCK.
 LS0323'4.2 MILES SOUTHWEST ALONG THE TRACKS FROM THE SOUTHERN PACIFIC COMPANY
 LS0323'RAILROAD STATION AT LOVELOCK, THENCE 3.25 MILES SOUTH ALONG LOWER
 LS0323'VALLEY ROAD, 0.15 MILES SOUTH OF A ROAD INTERSECTION, 28 FEET EAST OF
 LS0323'THE CENTER LINE OF LOWER VALLEY ROAD, 6 FEET WEST OF THE EAST EDGE OF
 LS0323'THE WEST BANK OF THE DITCH, 2.0 FEET NORTH OF A WITNESS POST, ABOUT
 LS0323'ONE FOOT LOWER THAN THE ROAD, IN LINE WITH A NORTH AND SOUTH FENCE
 LS0323'LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LS0323'THE GROUND.  NOTE-- THE CONCRETE POST WAS BROKEN OFF AROUND THE DISK
 LS0323'AND NEW CONCRETE WAS POURED AROUND THE DISK AND THE POST.
 LS0323
 LS0323                          STATION RECOVERY (1983)
 LS0323
 LS0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LS0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0923 ***********************************************************************
 KR0923  DESIGNATION -  13 1
 KR0923  PID         -  KR0923
 KR0923  STATE/COUNTY-  NV/WASHOE
 KR0923  USGS QUAD   -  STEAMBOAT (1994)
 KR0923
 KR0923                         *CURRENT SURVEY CONTROL
 KR0923  ___________________________________________________________________
 KR0923* NAD 83(1986)-  39 24 32.     (N)    119 45 01.     (W)     SCALED    
 KR0923* NAVD 88     -      1387.579  (meters)    4552.42   (feet)  ADJUSTED  
 KR0923  ___________________________________________________________________
 KR0923  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR0923  DYNAMIC HT  -        1386.299 (meters)    4548.22  (feet)  COMP
 KR0923  MODELED GRAV-     979,656.6   (mgal)                       NAVD 88
 KR0923
 KR0923  VERT ORDER  -  FIRST     CLASS II
 KR0923
 KR0923.The horizontal coordinates were scaled from a topographic map and have
 KR0923.an estimated accuracy of +/- 6 seconds.
 KR0923
 KR0923.The orthometric height was determined by differential leveling
 KR0923.and adjusted by the National Geodetic Survey in June 1991..
 KR0923
 KR0923.The geoid height was determined by GEOID03.
 KR0923
 KR0923.The dynamic height is computed by dividing the NAVD 88
 KR0923.geopotential number by the normal gravity value computed on the
 KR0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0923.degrees latitude (g = 980.6199 gals.).
 KR0923
 KR0923.The modeled gravity was interpolated from observed gravity values.
 KR0923
 KR0923;                    North         East    Units  Estimated Accuracy
 KR0923;SPC NV W     - 4,517,640.      699,510.      MT  (+/- 180 meters Scaled)
 KR0923
 KR0923                          SUPERSEDED SURVEY CONTROL
 KR0923
 KR0923  NGVD 29 (??/??/??) 1386.54   (m)         4549.0    (f) RESET       3  
 KR0923
 KR0923.Superseded values are not recommended for survey control.
 KR0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0923.See file dsdata.txt to determine how the superseded data were derived.
 KR0923
 KR0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD632657(NAD 83)
 KR0923_MARKER: DB = BENCH MARK DISK
 KR0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0923_STAMPING: 13-1 4547.937
 KR0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0923+STABILITY: SURFACE MOTION
 KR0923
 KR0923  HISTORY     - Date     Condition        Report By
 KR0923  HISTORY     - UNK      MONUMENTED       CGS
 KR0923  HISTORY     - 1951     GOOD             NGS
 KR0923
 KR0923                          STATION DESCRIPTION
 KR0923
 KR0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0923'8.7 MI SE FROM RENO.
 KR0923'ABOUT 8.7 MILES SOUTHEAST ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE
 KR0923'AT RENO, ABOUT 0.3 MILES NORTHWEST OF THE JUNCTION OF STATE HIGHWAY
 KR0923'17, ABOUT 60 YARDS NORTHWEST OF THE APPROXIMATE CENTER OF AN
 KR0923'IRRIGATION CANAL, 31.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 KR0923'HIGHWAY, 23 1/2 FEET SOUTHWEST OF THE CENTER OF THE ABANDONED VIRGINIA
 KR0923'AND TRUCKEE RAILROAD BED, 0.9 FEET SOUTHWEST OF A WIRE FENCE, 1.4 FEET
 KR0923'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 KR0923'THE TOP OF A CONCRETE POST PROJECTING 1.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0321 ***********************************************************************
 LS0321  DESIGNATION -  13 1
 LS0321  PID         -  LS0321
 LS0321  STATE/COUNTY-  NV/PERSHING
 LS0321  USGS QUAD   -  GRANITE POINT (1987)
 LS0321
 LS0321                         *CURRENT SURVEY CONTROL
 LS0321  ___________________________________________________________________
 LS0321* NAD 83(1986)-  40 05 15.     (N)    118 30 51.     (W)     SCALED    
 LS0321* NAVD 88     -      1195.304  (meters)    3921.59   (feet)  ADJUSTED  
 LS0321  ___________________________________________________________________
 LS0321  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 LS0321  DYNAMIC HT  -        1194.341 (meters)    3918.43  (feet)  COMP
 LS0321  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 LS0321
 LS0321  VERT ORDER  -  SECOND    CLASS 0
 LS0321
 LS0321.The horizontal coordinates were scaled from a topographic map and have
 LS0321.an estimated accuracy of +/- 6 seconds.
 LS0321
 LS0321.The orthometric height was determined by differential leveling
 LS0321.and adjusted by the National Geodetic Survey in June 1991..
 LS0321
 LS0321.The geoid height was determined by GEOID03.
 LS0321
 LS0321.The dynamic height is computed by dividing the NAVD 88
 LS0321.geopotential number by the normal gravity value computed on the
 LS0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0321.degrees latitude (g = 980.6199 gals.).
 LS0321
 LS0321.The modeled gravity was interpolated from observed gravity values.
 LS0321
 LS0321;                    North         East    Units  Estimated Accuracy
 LS0321;SPC NV W     - 4,592,330.      805,900.      MT  (+/- 180 meters Scaled)
 LS0321
 LS0321                          SUPERSEDED SURVEY CONTROL
 LS0321
 LS0321  NGVD 29 (??/??/92) 1194.377  (m)         3918.55   (f) ADJ UNCH    2 0
 LS0321
 LS0321.Superseded values are not recommended for survey control.
 LS0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0321.See file dsdata.txt to determine how the superseded data were derived.
 LS0321
 LS0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE709385(NAD 83)
 LS0321_MARKER: DB = BENCH MARK DISK
 LS0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0321_STAMPING: NO. 13 - 1
 LS0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0321+STABILITY: SURFACE MOTION
 LS0321
 LS0321  HISTORY     - Date     Condition        Report By
 LS0321  HISTORY     - UNK      MONUMENTED       CGS
 LS0321  HISTORY     - 1951     GOOD             NGS
 LS0321
 LS0321                          STATION DESCRIPTION
 LS0321
 LS0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0321'7.15 MI SW FROM LOVELOCK.
 LS0321'4.2 MILES SOUTHWEST ALONG THE TRACKS FROM THE SOUTHERN PACIFIC COMPANY
 LS0321'RAILROAD STATION IN LOVELOCK, THENCE 2.95 MILES SOUTH ALONG LOWER
 LS0321'VALLEY ROAD, 0.15 MILES NORTH OF A ROAD INTERSECTION, AT A POINT WHERE
 LS0321'AN IRRIGATION DITCH MAKES A TURN FROM THE NORTH AND SOUTH TO THE WEST,
 LS0321'26 1/2 FEET WEST OF THE CENTER LINE OF LOWER VALLEY ROAD, 11.7 FEET
 LS0321'SOUTH OF THE SOUTH EDGE OF A DITCH AT THE TURN, 3.7 FEET EAST OF THE
 LS0321'NORTH AND SOUTH FENCE LINE, 1.4 FEET NORTH OF A WITNESS POST, ABOUT 1
 LS0321'1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LS0321'PROJECTING 0.1 FEET ABOVE THE GROUND.  NOTE-- PART OF THE CONCRETE
 LS0321'POST AROUND THE DISK WAS BROKEN OFF, AND A NEW CONCRETE POUR WAS
 LS0321'PLACED AROUND IT AND THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0924 ***********************************************************************
 KR0924  DESIGNATION -  13 1 RESET
 KR0924  PID         -  KR0924
 KR0924  STATE/COUNTY-  NV/WASHOE
 KR0924  USGS QUAD   -  STEAMBOAT (1994)
 KR0924
 KR0924                         *CURRENT SURVEY CONTROL
 KR0924  ___________________________________________________________________
 KR0924* NAD 83(1986)-  39 24 32.     (N)    119 45 01.     (W)     SCALED    
 KR0924* NAVD 88     -      1387.40   (meters)    4551.8    (feet)  RESET     
 KR0924  ___________________________________________________________________
 KR0924  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR0924
 KR0924  VERT ORDER  -  THIRD
 KR0924
 KR0924.The horizontal coordinates were scaled from a topographic map and have
 KR0924.an estimated accuracy of +/- 6 seconds.
 KR0924
 KR0924.The orthometric height was computed from unverified reset data.
 KR0924
 KR0924.The geoid height was determined by GEOID03.
 KR0924
 KR0924;                    North         East    Units  Estimated Accuracy
 KR0924;SPC NV W     - 4,517,640.      699,510.      MT  (+/- 180 meters Scaled)
 KR0924
 KR0924                          SUPERSEDED SURVEY CONTROL
 KR0924
 KR0924.No superseded survey control is available for this station.
 KR0924
 KR0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD632657(NAD 83)
 KR0924_MARKER: DD = SURVEY DISK
 KR0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0924_STAMPING: 13-1 RESET 1955
 KR0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0924+STABILITY: SURFACE MOTION
 KR0924
 KR0924  HISTORY     - Date     Condition        Report By
 KR0924  HISTORY     - 1955     MONUMENTED       CGS
 KR0924  HISTORY     - 1956     GOOD             NGS
 KR0924
 KR0924                          STATION DESCRIPTION
 KR0924
 KR0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KR0924'8.7 MI SE FROM RENO.
 KR0924'8.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR0924'RENO, WASHOE COUNTY, 0.3 NORTHWEST OF THE JUNCTION OF STATE HIGHWAY
 KR0924'17, 51.0 FEET NORTHWEST OF SIERRA PACIFIC POWER CO. POLE 57257, 39.7
 KR0924'FEET SOUTHWEST OF THE SOUTH-BOUND LANE AT SURVEY STATION S 918+00, 1.3
 KR0924'FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD
 KR0924'DISK, STAMPED 13-1 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0754 ***********************************************************************
 GS0754  DESIGNATION -  13 A HN
 GS0754  PID         -  GS0754
 GS0754  STATE/COUNTY-  NV/NYE
 GS0754  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0754
 GS0754                         *CURRENT SURVEY CONTROL
 GS0754  ___________________________________________________________________
 GS0754* NAD 83(1986)-  36 40 13.     (N)    116 07 47.     (W)     SCALED    
 GS0754* NAVD 88     -      1088.191  (meters)    3570.17   (feet)  ADJUSTED  
 GS0754  ___________________________________________________________________
 GS0754  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 GS0754  DYNAMIC HT  -        1087.034 (meters)    3566.38  (feet)  COMP
 GS0754  MODELED GRAV-     979,531.3   (mgal)                       NAVD 88
 GS0754
 GS0754  VERT ORDER  -  FIRST     CLASS I
 GS0754
 GS0754.The horizontal coordinates were scaled from a topographic map and have
 GS0754.an estimated accuracy of +/- 6 seconds.
 GS0754
 GS0754.The orthometric height was determined by differential leveling
 GS0754.and adjusted by the National Geodetic Survey in May 2004..
 GS0754
 GS0754.The geoid height was determined by GEOID03.
 GS0754
 GS0754.The dynamic height is computed by dividing the NAVD 88
 GS0754.geopotential number by the normal gravity value computed on the
 GS0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0754.degrees latitude (g = 980.6199 gals.).
 GS0754
 GS0754.The modeled gravity was interpolated from observed gravity values.
 GS0754
 GS0754;                    North         East    Units  Estimated Accuracy
 GS0754;SPC NV C     - 6,213,180.      548,000.      MT  (+/- 180 meters Scaled)
 GS0754
 GS0754                          SUPERSEDED SURVEY CONTROL
 GS0754
 GS0754  NAVD 88 (??/??/92) 1088.201  (m)         3570.21   (f) UNKNOWN     3 0
 GS0754  NGVD 29 (05/01/91) 1087.343  (m)         3567.39   (f) ADJUSTED    1 1
 GS0754
 GS0754.Superseded values are not recommended for survey control.
 GS0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0754.See file dsdata.txt to determine how the superseded data were derived.
 GS0754
 GS0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA777586(NAD 83)
 GS0754_MARKER: DD = SURVEY DISK
 GS0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0754_SP_SET: CONCRETE POST
 GS0754_STAMPING: H-N BM 13A 1956 3567.41
 GS0754_MARK LOGO: AEC   
 GS0754_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0754+STABILITY: SURFACE MOTION
 GS0754
 GS0754  HISTORY     - Date     Condition        Report By
 GS0754  HISTORY     - 1956     MONUMENTED       AEC
 GS0754  HISTORY     - 1986     GOOD             USGS
 GS0754  HISTORY     - 1988     GOOD             USGS
 GS0754  HISTORY     - 19910621 GOOD             USGS
 GS0754  HISTORY     - 19930330 GOOD             USGS
 GS0754  HISTORY     - 19950403 GOOD             USGS
 GS0754
 GS0754                          STATION DESCRIPTION
 GS0754
 GS0754'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0754'13.3 KM (8.25 MI) NW FROM MERCURY.
 GS0754'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0754'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0754'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 8.25 MILES, 209 FEET SOUTH
 GS0754'OF THE HIGHWAY.
 GS0754'THE MARK IS 3 FT  N FROM  A WITNESS POST
 GS0754
 GS0754                          STATION RECOVERY (1988)
 GS0754
 GS0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0754'RECOVERED IN GOOD CONDITION.
 GS0754
 GS0754                          STATION RECOVERY (1991)
 GS0754
 GS0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0754'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0754'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0754'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 8.25 MILES, 209 FEET SOUTH
 GS0754'OF THE HIGHWAY.
 GS0754
 GS0754                          STATION RECOVERY (1993)
 GS0754
 GS0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0754'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0754'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0754'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 8.25 MILES
 GS0754'(13.28 KM), 209 FEET (63.7 M) SOUTH OF THE HIGHWAY.
 GS0754
 GS0754                          STATION RECOVERY (1995)
 GS0754
 GS0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0754'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0409 ***********************************************************************
 HP0409  DESIGNATION -  13 DOR
 HP0409  PID         -  HP0409
 HP0409  STATE/COUNTY-  NV/LINCOLN
 HP0409  USGS QUAD   -  WHITE RIVER NARROWS (1970)
 HP0409
 HP0409                         *CURRENT SURVEY CONTROL
 HP0409  ___________________________________________________________________
 HP0409* NAD 83(1986)-  37 52 21.     (N)    115 00 53.     (W)     SCALED    
 HP0409* NAVD 88     -      1410.252  (meters)    4626.80   (feet)  ADJUSTED  
 HP0409  ___________________________________________________________________
 HP0409  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 HP0409  DYNAMIC HT  -        1408.742 (meters)    4621.85  (feet)  COMP
 HP0409  MODELED GRAV-     979,510.1   (mgal)                       NAVD 88
 HP0409
 HP0409  VERT ORDER  -  SECOND    CLASS 0
 HP0409
 HP0409.The horizontal coordinates were scaled from a topographic map and have
 HP0409.an estimated accuracy of +/- 6 seconds.
 HP0409
 HP0409.The orthometric height was determined by differential leveling
 HP0409.and adjusted by the National Geodetic Survey in June 1991..
 HP0409
 HP0409.The geoid height was determined by GEOID03.
 HP0409
 HP0409.The dynamic height is computed by dividing the NAVD 88
 HP0409.geopotential number by the normal gravity value computed on the
 HP0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0409.degrees latitude (g = 980.6199 gals.).
 HP0409
 HP0409.The modeled gravity was interpolated from observed gravity values.
 HP0409
 HP0409;                    North         East    Units  Estimated Accuracy
 HP0409;SPC NV E     - 8,346,610.      250,020.      MT  (+/- 180 meters Scaled)
 HP0409
 HP0409                          SUPERSEDED SURVEY CONTROL
 HP0409
 HP0409.No superseded survey control is available for this station.
 HP0409
 HP0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB746935(NAD 83)
 HP0409_MARKER: DD = SURVEY DISK
 HP0409_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0409_SP_SET: COPPER-CLAD STEEL ROD
 HP0409_STAMPING: 13 DOR 1968 4624
 HP0409_MARK LOGO: USGS  
 HP0409_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0409+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0409
 HP0409  HISTORY     - Date     Condition        Report By
 HP0409  HISTORY     - 1968     MONUMENTED       USGS
 HP0409
 HP0409                          STATION DESCRIPTION
 HP0409
 HP0409'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0409'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 25.5 MILES NORTHEAST
 HP0409'ALONG HIGHWAY 38, 400 FEET EAST OF THE ROAD, 62 FEET NORTHEAST OF AN
 HP0409'OLD ROAD, 2 FEET WEST OF A WITNESS SIGN, SET ON A COPPER-COATED ROD
 HP0409'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0501 ***********************************************************************
 HP0501  DESIGNATION -  13 DOR
 HP0501  PID         -  HP0501
 HP0501  STATE/COUNTY-  NV/LINCOLN
 HP0501  USGS QUAD   -  UVADA (1972)
 HP0501
 HP0501                         *CURRENT SURVEY CONTROL
 HP0501  ___________________________________________________________________
 HP0501* NAD 83(1986)-  37 42 18.     (N)    114 04 37.     (W)     SCALED    
 HP0501* NAVD 88     -      1749.742  (meters)    5740.61   (feet)  POSTED    
 HP0501  ___________________________________________________________________
 HP0501  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 HP0501  DYNAMIC HT  -        1747.730 (meters)    5734.01  (feet)  COMP
 HP0501  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 HP0501
 HP0501  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0501
 HP0501.The horizontal coordinates were scaled from a topographic map and have
 HP0501.an estimated accuracy of +/- 6 seconds.
 HP0501
 HP0501.The orthometric height was determined by differential leveling
 HP0501.and adjusted by the National Geodetic Survey in 1992..
 HP0501.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0501.rate of 0.0 thru 1.0 mm/km.
 HP0501
 HP0501.The geoid height was determined by GEOID03.
 HP0501
 HP0501.The dynamic height is computed by dividing the NAVD 88
 HP0501.geopotential number by the normal gravity value computed on the
 HP0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0501.degrees latitude (g = 980.6199 gals.).
 HP0501
 HP0501.The modeled gravity was interpolated from observed gravity values.
 HP0501
 HP0501;                    North         East    Units  Estimated Accuracy
 HP0501;SPC NV E     - 8,328,930.      332,830.      MT  (+/- 180 meters Scaled)
 HP0501
 HP0501                          SUPERSEDED SURVEY CONTROL
 HP0501
 HP0501.No superseded survey control is available for this station.
 HP0501
 HP0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB576771(NAD 83)
 HP0501_MARKER: DD = SURVEY DISK
 HP0501_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0501_SP_SET: COPPER-CLAD STEEL ROD
 HP0501_STAMPING: 13 DOR 1972 5737
 HP0501_MARK LOGO: USGS  
 HP0501_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0501+SATELLITE: SATELLITE OBSERVATIONS - 1972
 HP0501
 HP0501  HISTORY     - Date     Condition        Report By
 HP0501  HISTORY     - 1972     MONUMENTED       USGS
 HP0501
 HP0501                          STATION DESCRIPTION
 HP0501
 HP0501'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HP0501'FROM UVADA, PROCEED 2.0 MILES SOUTHWEST ALONG THE RAILROAD, 138 FEET
 HP0501'NORTHWEST OF SIGNAL 498.9, 106 FEET NORTHWEST AND 3 FEET LOWER THAN
 HP0501'THE TRACKS, 8 FEET NORTH-NORTHWEST OF A TELEPHONE POLE (MILE POST
 HP0501'499), 18 FEET SOUTHWEST OF A GATE, 1.5 FEET SOUTHEAST OF A WITNESS
 HP0501'SIGN, 1 FOOT SOUTHEAST OF A FENCE, ON A 5/8 INCH COPPER-COATED ROD
 HP0501'DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0564 ***********************************************************************
 JP0564  DESIGNATION -  13 DOR
 JP0564  PID         -  JP0564
 JP0564  STATE/COUNTY-  NV/LINCOLN
 JP0564  USGS QUAD   -  SHINGLE PASS SE (1980)
 JP0564
 JP0564                         *CURRENT SURVEY CONTROL
 JP0564  ___________________________________________________________________
 JP0564* NAD 83(1986)-  38 32 43.     (N)    114 47 12.     (W)     SCALED    
 JP0564* NAVD 88     -      1872.963  (meters)    6144.88   (feet)  ADJUSTED  
 JP0564  ___________________________________________________________________
 JP0564  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 JP0564  DYNAMIC HT  -        1870.907 (meters)    6138.13  (feet)  COMP
 JP0564  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 JP0564
 JP0564  VERT ORDER  -  SECOND    CLASS 0
 JP0564
 JP0564.The horizontal coordinates were scaled from a topographic map and have
 JP0564.an estimated accuracy of +/- 6 seconds.
 JP0564
 JP0564.The orthometric height was determined by differential leveling
 JP0564.and adjusted by the National Geodetic Survey in August 1995..
 JP0564
 JP0564.The geoid height was determined by GEOID03.
 JP0564
 JP0564.The dynamic height is computed by dividing the NAVD 88
 JP0564.geopotential number by the normal gravity value computed on the
 JP0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0564.degrees latitude (g = 980.6199 gals.).
 JP0564
 JP0564.The modeled gravity was interpolated from observed gravity values.
 JP0564
 JP0564;                    North         East    Units  Estimated Accuracy
 JP0564;SPC NV E     - 8,421,430.      269,450.      MT  (+/- 180 meters Scaled)
 JP0564
 JP0564                          SUPERSEDED SURVEY CONTROL
 JP0564
 JP0564.No superseded survey control is available for this station.
 JP0564
 JP0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC928686(NAD 83)
 JP0564_MARKER: DD = SURVEY DISK
 JP0564_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0564_SP_SET: COPPER-CLAD STEEL ROD
 JP0564_STAMPING: 13 DOR 1971 6141
 JP0564_MARK LOGO: USGS  
 JP0564_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0564
 JP0564  HISTORY     - Date     Condition        Report By
 JP0564  HISTORY     - 1971     MONUMENTED       USGS
 JP0564
 JP0564                          STATION DESCRIPTION
 JP0564
 JP0564'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0564'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0564'HIGHWAY 93 TO A T-ROAD WEST, THENCE 8.5 MILES WEST TO A GATE AND A
 JP0564'ROAD SOUTH, THENCE 2.9 MILES SOUTH, 0.6 MILE SOUTH OF A CORRAL, 20
 JP0564'FEET WEST OF THE CENTERLINE OF THE ROAD, 7 FEET SOUTH OF A WITNESS
 JP0564'POST, 0.5 FOOT EAST OF A FENCE, ON A 5/8 INCH COPPER COATED ROD DRIVEN
 JP0564'TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0577 ***********************************************************************
 JP0577  DESIGNATION -  13 DOR
 JP0577  PID         -  JP0577
 JP0577  STATE/COUNTY-  NV/WHITE PINE
 JP0577  USGS QUAD   -  WHITE ROCK CREEK (1973)
 JP0577
 JP0577                         *CURRENT SURVEY CONTROL
 JP0577  ___________________________________________________________________
 JP0577* NAD 83(1986)-  38 59 44.     (N)    114 45 21.     (W)     SCALED    
 JP0577* NAVD 88     -      2094.954  (meters)    6873.19   (feet)  ADJUSTED  
 JP0577  ___________________________________________________________________
 JP0577  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 JP0577  DYNAMIC HT  -        2092.595 (meters)    6865.46  (feet)  COMP
 JP0577  MODELED GRAV-     979,426.8   (mgal)                       NAVD 88
 JP0577
 JP0577  VERT ORDER  -  SECOND    CLASS 0
 JP0577
 JP0577.The horizontal coordinates were scaled from a topographic map and have
 JP0577.an estimated accuracy of +/- 6 seconds.
 JP0577
 JP0577.The orthometric height was determined by differential leveling
 JP0577.and adjusted by the National Geodetic Survey in August 1995..
 JP0577
 JP0577.The geoid height was determined by GEOID03.
 JP0577
 JP0577.The dynamic height is computed by dividing the NAVD 88
 JP0577.geopotential number by the normal gravity value computed on the
 JP0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0577.degrees latitude (g = 980.6199 gals.).
 JP0577
 JP0577.The modeled gravity was interpolated from observed gravity values.
 JP0577
 JP0577;                    North         East    Units  Estimated Accuracy
 JP0577;SPC NV E     - 8,471,430.      271,680.      MT  (+/- 180 meters Scaled)
 JP0577
 JP0577                          SUPERSEDED SURVEY CONTROL
 JP0577
 JP0577.No superseded survey control is available for this station.
 JP0577
 JP0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD943186(NAD 83)
 JP0577_MARKER: DD = SURVEY DISK
 JP0577_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0577_SP_SET: COPPER-CLAD STEEL ROD
 JP0577_STAMPING: 13 DOR 1973 6869
 JP0577_MARK LOGO: USGS  
 JP0577_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0577
 JP0577  HISTORY     - Date     Condition        Report By
 JP0577  HISTORY     - 1973     MONUMENTED       USGS
 JP0577
 JP0577                          STATION DESCRIPTION
 JP0577
 JP0577'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0577'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 16.5 MILES
 JP0577'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 4.2 MILES
 JP0577'SOUTH TO A ROAD JUNCTION LEADING SOUTHEAST AND SOUTHWEST, 88 FEET
 JP0577'NORTH OF A SIGN THAT READS  HORSE CAMP SPRINGS 7 , 50 FEET NORTH OF A
 JP0577'TURN IN A FENCE AND A GATE, 25 FEET WEST OF THE CENTERLINE OF THE
 JP0577'ROAD, 0.5 FOOT EAST OF A FENCE,  A 5/8 INCH COPPER COATED ROD DRIVEN
 JP0577'TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0542 ***********************************************************************
 MU0542  DESIGNATION -  13 FMK
 MU0542  PID         -  MU0542
 MU0542  STATE/COUNTY-  NV/ELKO
 MU0542  USGS QUAD   -  SCRAPER SPRINGS (1977)
 MU0542
 MU0542                         *CURRENT SURVEY CONTROL
 MU0542  ___________________________________________________________________
 MU0542* NAD 83(1986)-  41 18 49.     (N)    116 39 53.     (W)     SCALED    
 MU0542* NAVD 88     -      1668.567  (meters)    5474.29   (feet)  POSTED    
 MU0542  ___________________________________________________________________
 MU0542  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 MU0542  DYNAMIC HT  -        1667.250 (meters)    5469.97  (feet)  COMP
 MU0542  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 MU0542
 MU0542  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0542
 MU0542.The horizontal coordinates were scaled from a topographic map and have
 MU0542.an estimated accuracy of +/- 6 seconds.
 MU0542
 MU0542.The orthometric height was determined by differential leveling
 MU0542.and adjusted by the National Geodetic Survey in 1992..
 MU0542.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0542.rate of 0.0 thru 1.0 mm/km.
 MU0542
 MU0542.The geoid height was determined by GEOID03.
 MU0542
 MU0542.The dynamic height is computed by dividing the NAVD 88
 MU0542.geopotential number by the normal gravity value computed on the
 MU0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0542.degrees latitude (g = 980.6199 gals.).
 MU0542
 MU0542.The modeled gravity was interpolated from observed gravity values.
 MU0542
 MU0542;                    North         East    Units  Estimated Accuracy
 MU0542;SPC NV E     - 8,729,040.      109,460.      MT  (+/- 180 meters Scaled)
 MU0542
 MU0542                          SUPERSEDED SURVEY CONTROL
 MU0542
 MU0542.No superseded survey control is available for this station.
 MU0542
 MU0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF280736(NAD 83)
 MU0542_MARKER: DD = SURVEY DISK
 MU0542_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0542_SP_SET: COPPER-CLAD STEEL ROD
 MU0542_STAMPING: 13 FMK 1973 5470
 MU0542_MARK LOGO: USGS  
 MU0542_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0542+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0542
 MU0542  HISTORY     - Date     Condition        Report By
 MU0542  HISTORY     - 1973     MONUMENTED       USGS
 MU0542
 MU0542                          STATION DESCRIPTION
 MU0542
 MU0542'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0542'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0542'MILES EAST ALONG GRAVEL ROAD, THENCE 8.0 MILES NORTH ALONG DIRT ROAD,
 MU0542'67 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF A CAIRN,
 MU0542'SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0542'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1464 ***********************************************************************
 KR1464  DESIGNATION -  13 HJH
 KR1464  PID         -  KR1464
 KR1464  STATE/COUNTY-  NV/WASHOE
 KR1464  USGS QUAD   -  NIXON NW (1985)
 KR1464
 KR1464                         *CURRENT SURVEY CONTROL
 KR1464  ___________________________________________________________________
 KR1464* NAD 83(1986)-  39 57 00.     (N)    119 23 01.     (W)     SCALED    
 KR1464* NAVD 88     -      1209.692  (meters)    3968.80   (feet)  ADJUSTED  
 KR1464  ___________________________________________________________________
 KR1464  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 KR1464  DYNAMIC HT  -        1208.691 (meters)    3965.51  (feet)  COMP
 KR1464  MODELED GRAV-     979,757.6   (mgal)                       NAVD 88
 KR1464
 KR1464  VERT ORDER  -  SECOND    CLASS 0
 KR1464
 KR1464.The horizontal coordinates were scaled from a topographic map and have
 KR1464.an estimated accuracy of +/- 6 seconds.
 KR1464
 KR1464.The orthometric height was determined by differential leveling
 KR1464.and adjusted by the National Geodetic Survey in June 1991..
 KR1464
 KR1464.The geoid height was determined by GEOID03.
 KR1464
 KR1464.The dynamic height is computed by dividing the NAVD 88
 KR1464.geopotential number by the normal gravity value computed on the
 KR1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1464.degrees latitude (g = 980.6199 gals.).
 KR1464
 KR1464.The modeled gravity was interpolated from observed gravity values.
 KR1464
 KR1464;                    North         East    Units  Estimated Accuracy
 KR1464;SPC NV W     - 4,577,370.      731,620.      MT  (+/- 180 meters Scaled)
 KR1464
 KR1464                          SUPERSEDED SURVEY CONTROL
 KR1464
 KR1464  NGVD 29 (??/??/92) 1208.704  (m)         3965.56   (f) ADJ UNCH    2 0
 KR1464
 KR1464.Superseded values are not recommended for survey control.
 KR1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1464.See file dsdata.txt to determine how the superseded data were derived.
 KR1464
 KR1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE963249(NAD 83)
 KR1464_MARKER: DB = BENCH MARK DISK
 KR1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1464_SP_SET: CONCRETE POST
 KR1464_STAMPING: 13 HJH 1962 3966
 KR1464_MARK LOGO: USGS  
 KR1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1464+STABILITY: SURFACE MOTION
 KR1464
 KR1464  HISTORY     - Date     Condition        Report By
 KR1464  HISTORY     - 1962     MONUMENTED       USGS
 KR1464
 KR1464                          STATION DESCRIPTION
 KR1464
 KR1464'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1464'15.3 KM (9.50 MI) NORTH FROM NIXON.
 KR1464'9.5 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34
 KR1464'(O.5 MILES NORTH OF A U.S. INDIAN RESERVATION CATTLEGUARD), AND 41
 KR1464'FEET EAST OF THE HIGHWAY CENTERLINE.
 KR1464'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0467 ***********************************************************************
 MV0467  DESIGNATION -  13 LRC
 MV0467  PID         -  MV0467
 MV0467  STATE/COUNTY-  NV/HUMBOLDT
 MV0467  USGS QUAD   -  BATTLE CREEK RANCH (1982)
 MV0467
 MV0467                         *CURRENT SURVEY CONTROL
 MV0467  ___________________________________________________________________
 MV0467* NAD 83(1986)-  41 22 59.     (N)    118 51 43.     (W)     SCALED    
 MV0467* NAVD 88     -      1243.748  (meters)    4080.53   (feet)  ADJUSTED  
 MV0467  ___________________________________________________________________
 MV0467  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 MV0467  DYNAMIC HT  -        1242.899 (meters)    4077.74  (feet)  COMP
 MV0467  MODELED GRAV-     979,898.1   (mgal)                       NAVD 88
 MV0467
 MV0467  VERT ORDER  -  SECOND    CLASS 0
 MV0467
 MV0467.The horizontal coordinates were scaled from a topographic map and have
 MV0467.an estimated accuracy of +/- 6 seconds.
 MV0467
 MV0467.The orthometric height was determined by differential leveling
 MV0467.and adjusted by the National Geodetic Survey in June 1991..
 MV0467
 MV0467.The geoid height was determined by GEOID03.
 MV0467
 MV0467.The dynamic height is computed by dividing the NAVD 88
 MV0467.geopotential number by the normal gravity value computed on the
 MV0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0467.degrees latitude (g = 980.6199 gals.).
 MV0467
 MV0467.The modeled gravity was interpolated from observed gravity values.
 MV0467
 MV0467;                    North         East    Units  Estimated Accuracy
 MV0467;SPC NV W     - 4,736,220.      776,700.      MT  (+/- 180 meters Scaled)
 MV0467
 MV0467                          SUPERSEDED SURVEY CONTROL
 MV0467
 MV0467.No superseded survey control is available for this station.
 MV0467
 MV0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF443829(NAD 83)
 MV0467_MARKER: DD = SURVEY DISK
 MV0467_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0467_SP_SET: COPPER-CLAD STEEL ROD
 MV0467_STAMPING: 13 LRC 1972 4077
 MV0467_MARK LOGO: USGS  
 MV0467_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0467+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0467
 MV0467  HISTORY     - Date     Condition        Report By
 MV0467  HISTORY     - 1972     MONUMENTED       USGS
 MV0467
 MV0467                          STATION DESCRIPTION
 MV0467
 MV0467'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0467'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0467'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0467'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0467'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0467'ALONG TRACK ROAD, THENCE 7.9 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0467'TOWARD PAHUTE MEADOW RANCH TO A CURVE AROUND POINT OF HILL, 13.2 MILES
 MV0467'SOUTH OF LEONARD CREEK RANCH, 1.0 MILE SOUTH OF BATTLE CREEK RANCH,
 MV0467'150 FEET SOUTH OF A FIELD ENTRANCE AND 46 FEET EAST OF THE CENTERLINE
 MV0467'OF THE ROAD, 2 FEET WEST OF A FENCE AND WITNESS SIGN, ENCASED IN
 MV0467'DRAINPIPE CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0439 ***********************************************************************
 HP0439  DESIGNATION -  13 LRC
 HP0439  PID         -  HP0439
 HP0439  STATE/COUNTY-  NV/LINCOLN
 HP0439  USGS QUAD   -  LIME MOUNTAIN (1973)
 HP0439
 HP0439                         *CURRENT SURVEY CONTROL
 HP0439  ___________________________________________________________________
 HP0439* NAD 83(1986)-  37 10 51.     (N)    114 13 52.     (W)     SCALED    
 HP0439* NAVD 88     -      1163.207  (meters)    3816.29   (feet)  POSTED    
 HP0439  ___________________________________________________________________
 HP0439  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 HP0439  DYNAMIC HT  -        1161.990 (meters)    3812.30  (feet)  COMP
 HP0439  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 HP0439
 HP0439  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0439
 HP0439.The horizontal coordinates were scaled from a topographic map and have
 HP0439.an estimated accuracy of +/- 6 seconds.
 HP0439
 HP0439.The orthometric height was determined by differential leveling
 HP0439.and adjusted by the National Geodetic Survey in 1992..
 HP0439.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0439.rate of 1.1 thru 2.0 mm/km.
 HP0439
 HP0439.The geoid height was determined by GEOID03.
 HP0439
 HP0439.The dynamic height is computed by dividing the NAVD 88
 HP0439.geopotential number by the normal gravity value computed on the
 HP0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0439.degrees latitude (g = 980.6199 gals.).
 HP0439
 HP0439.The modeled gravity was interpolated from observed gravity values.
 HP0439
 HP0439;                    North         East    Units  Estimated Accuracy
 HP0439;SPC NV E     - 8,270,550.      320,070.      MT  (+/- 180 meters Scaled)
 HP0439
 HP0439                          SUPERSEDED SURVEY CONTROL
 HP0439
 HP0439.No superseded survey control is available for this station.
 HP0439
 HP0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB458185(NAD 83)
 HP0439_MARKER: DD = SURVEY DISK
 HP0439_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0439_SP_SET: COPPER-CLAD STEEL ROD
 HP0439_STAMPING: 13 LRC 1973 3818
 HP0439_MARK LOGO: USGS  
 HP0439_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0439+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0439
 HP0439  HISTORY     - Date     Condition        Report By
 HP0439  HISTORY     - 1973     MONUMENTED       USGS
 HP0439
 HP0439                          STATION DESCRIPTION
 HP0439
 HP0439'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0439'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, GO 3.1 MILES NORTH
 HP0439'ALONG A GRAVEL ROAD TO A Y-ROAD AND LARGE DRAIN, THENCE 15.1 MILES
 HP0439'EASTERLY ALONG THE BLM ROAD TOWARD BEAVER DAM WASH TO A CATTLEGUARD,
 HP0439'93 FEET NORTH OF THE CENTER OF CATTLEGUARD, 27 FEET WEST OF A FENCE,
 HP0439'ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 HP0439'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0452 ***********************************************************************
 HP0452  DESIGNATION -  13 NAW
 HP0452  PID         -  HP0452
 HP0452  STATE/COUNTY-  NV/LINCOLN
 HP0452  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0452
 HP0452                         *CURRENT SURVEY CONTROL
 HP0452  ___________________________________________________________________
 HP0452* NAD 83(1986)-  37 09 10.     (N)    114 25 53.     (W)     SCALED    
 HP0452* NAVD 88     -      1006.254  (meters)    3301.35   (feet)  POSTED    
 HP0452  ___________________________________________________________________
 HP0452  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 HP0452  DYNAMIC HT  -        1005.220 (meters)    3297.96  (feet)  COMP
 HP0452  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 HP0452
 HP0452  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0452
 HP0452.The horizontal coordinates were scaled from a topographic map and have
 HP0452.an estimated accuracy of +/- 6 seconds.
 HP0452
 HP0452.The orthometric height was determined by differential leveling
 HP0452.and adjusted by the National Geodetic Survey in 1992..
 HP0452.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0452.rate of 1.1 thru 2.0 mm/km.
 HP0452
 HP0452.The geoid height was determined by GEOID03.
 HP0452
 HP0452.The dynamic height is computed by dividing the NAVD 88
 HP0452.geopotential number by the normal gravity value computed on the
 HP0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0452.degrees latitude (g = 980.6199 gals.).
 HP0452
 HP0452.The modeled gravity was interpolated from observed gravity values.
 HP0452
 HP0452;                    North         East    Units  Estimated Accuracy
 HP0452;SPC NV E     - 8,267,200.      302,320.      MT  (+/- 180 meters Scaled)
 HP0452
 HP0452                          SUPERSEDED SURVEY CONTROL
 HP0452
 HP0452.No superseded survey control is available for this station.
 HP0452
 HP0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB281149(NAD 83)
 HP0452_MARKER: DD = SURVEY DISK
 HP0452_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0452_SP_SET: COPPER-CLAD STEEL ROD
 HP0452_STAMPING: 13 NAW
 HP0452_MARK LOGO: USGS  
 HP0452_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0452+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1973
 HP0452
 HP0452  HISTORY     - Date     Condition        Report By
 HP0452  HISTORY     - 1969     MONUMENTED       USGS
 HP0452  HISTORY     - 19730323 GOOD             USGS
 HP0452
 HP0452                          STATION DESCRIPTION
 HP0452
 HP0452'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0452'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0452'MILES NORTH ALONG A GRAVEL ROAD, THENCE 3.2 MILES EASTERLY ALONG A
 HP0452'BLM ROAD, AT A CURVE NORTH OPPOSITE A SMALL RIDGE WEST OF THE ROAD,
 HP0452'150 FEET WEST TO THE TOP OF A RIDGE, NEAR A WITNESS POST, ON A 5/8
 HP0452'INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND
 HP0452'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0651 ***********************************************************************
 GS0651  DESIGNATION -  13 TJS
 GS0651  PID         -  GS0651
 GS0651  STATE/COUNTY-  NV/NYE
 GS0651  USGS QUAD   -  CRATER FLAT (1986)
 GS0651
 GS0651                         *CURRENT SURVEY CONTROL
 GS0651  ___________________________________________________________________
 GS0651* NAD 83(1986)-  36 47 49.     (N)    116 32 43.     (W)     SCALED    
 GS0651* NAVD 88     -       979.574  (meters)    3213.82   (feet)  ADJUSTED  
 GS0651  ___________________________________________________________________
 GS0651  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 GS0651  DYNAMIC HT  -         978.510 (meters)    3210.33  (feet)  COMP
 GS0651  MODELED GRAV-     979,513.5   (mgal)                       NAVD 88
 GS0651
 GS0651  VERT ORDER  -  FIRST     CLASS I
 GS0651
 GS0651.The horizontal coordinates were scaled from a topographic map and have
 GS0651.an estimated accuracy of +/- 6 seconds.
 GS0651
 GS0651.The orthometric height was determined by differential leveling
 GS0651.and adjusted by the National Geodetic Survey in May 2004..
 GS0651
 GS0651.The geoid height was determined by GEOID03.
 GS0651
 GS0651.The dynamic height is computed by dividing the NAVD 88
 GS0651.geopotential number by the normal gravity value computed on the
 GS0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0651.degrees latitude (g = 980.6199 gals.).
 GS0651
 GS0651.The modeled gravity was interpolated from observed gravity values.
 GS0651
 GS0651;                    North         East    Units  Estimated Accuracy
 GS0651;SPC NV C     - 6,227,100.      510,830.      MT  (+/- 180 meters Scaled)
 GS0651
 GS0651                          SUPERSEDED SURVEY CONTROL
 GS0651
 GS0651  NAVD 88 (??/??/92)  979.574  (m)         3213.82   (f) UNKNOWN     3 0
 GS0651  NGVD 29 (05/01/91)  978.659  (m)         3210.82   (f) ADJUSTED    1 1
 GS0651
 GS0651.Superseded values are not recommended for survey control.
 GS0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0651.See file dsdata.txt to determine how the superseded data were derived.
 GS0651
 GS0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA405724(NAD 83)
 GS0651_MARKER: DB = BENCH MARK DISK
 GS0651_SETTING: 0 = UNSPECIFIED SETTING
 GS0651_STAMPING: 13 TJS 1983
 GS0651_MARK LOGO: USGS  
 GS0651_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0651
 GS0651  HISTORY     - Date     Condition        Report By
 GS0651  HISTORY     - 1983     MONUMENTED       USGS
 GS0651  HISTORY     - 1986     GOOD             USGS
 GS0651  HISTORY     - 1988     GOOD             USGS
 GS0651  HISTORY     - 19910124 GOOD             USGS
 GS0651  HISTORY     - 19921214 GOOD             USGS
 GS0651  HISTORY     - 19941223 GOOD             USGS
 GS0651
 GS0651                          STATION DESCRIPTION
 GS0651
 GS0651'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0651'36.7 KM (22.80 MI) ESE FROM BEATTY.
 GS0651'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0651'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0651'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0651'T-INTERSECTION, THENCE 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0651'NORTHEASTERLY 0.4 MILES, 375 FEET NORTHWEST OF THE CENTERLINE OF THE
 GS0651'ROAD, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0651
 GS0651                          STATION RECOVERY (1986)
 GS0651
 GS0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0651'RECOVERED IN GOOD CONDITION.
 GS0651
 GS0651                          STATION RECOVERY (1988)
 GS0651
 GS0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0651'RECOVERED IN GOOD CONDITION.
 GS0651
 GS0651                          STATION RECOVERY (1991)
 GS0651
 GS0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0651'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0651'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0651'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0651'T-INTERSECTION, THENCE 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0651'NORTHEASTERLY 0.4 MILE, 375 FEET NORTHWEST OF THE CENTERLINE OF THE
 GS0651'ROAD, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0651
 GS0651                          STATION RECOVERY (1992)
 GS0651
 GS0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0651'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0651'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0651'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0651'(9.0 KM) TO A T-INTERSECTION, THENCE 3.2 MILES (5.1 KM) TO A BEND IN
 GS0651'THE ROAD, PROCEED NORTHEASTERLY 0.4 MILE (0.6 KM), 375 FEET
 GS0651'(114.3 M) NORTHWEST OF THE CENTERLINE OF THE ROAD, 6 FEET (1.8 M)
 GS0651'SOUTH OF A ROCK CAIRN.
 GS0651
 GS0651                          STATION RECOVERY (1994)
 GS0651
 GS0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0651'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0688 ***********************************************************************
 JP0688  DESIGNATION -  130 DOR
 JP0688  PID         -  JP0688
 JP0688  STATE/COUNTY-  NV/LINCOLN
 JP0688  USGS QUAD   -  RED LEDGES (1973)
 JP0688
 JP0688                         *CURRENT SURVEY CONTROL
 JP0688  ___________________________________________________________________
 JP0688* NAD 83(1986)-  38 39 25.     (N)    114 19 07.     (W)     SCALED    
 JP0688* NAVD 88     -      1886.466  (meters)    6189.18   (feet)  ADJUSTED  
 JP0688  ___________________________________________________________________
 JP0688  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 JP0688  DYNAMIC HT  -        1884.421 (meters)    6182.47  (feet)  COMP
 JP0688  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 JP0688
 JP0688  VERT ORDER  -  SECOND    CLASS 0
 JP0688
 JP0688.The horizontal coordinates were scaled from a topographic map and have
 JP0688.an estimated accuracy of +/- 6 seconds.
 JP0688
 JP0688.The orthometric height was determined by differential leveling
 JP0688.and adjusted by the National Geodetic Survey in August 1995..
 JP0688
 JP0688.The geoid height was determined by GEOID03.
 JP0688
 JP0688.The dynamic height is computed by dividing the NAVD 88
 JP0688.geopotential number by the normal gravity value computed on the
 JP0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0688.degrees latitude (g = 980.6199 gals.).
 JP0688
 JP0688.The modeled gravity was interpolated from observed gravity values.
 JP0688
 JP0688;                    North         East    Units  Estimated Accuracy
 JP0688;SPC NV E     - 8,434,280.      310,080.      MT  (+/- 180 meters Scaled)
 JP0688
 JP0688                          SUPERSEDED SURVEY CONTROL
 JP0688
 JP0688.No superseded survey control is available for this station.
 JP0688
 JP0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC333821(NAD 83)
 JP0688_MARKER: DD = SURVEY DISK
 JP0688_SETTING: 66 = SET IN ROCK OUTCROP
 JP0688_SP_SET: ROCK OUTCROP
 JP0688_STAMPING: 130 DOR 1973 6185
 JP0688_MARK LOGO: USGS  
 JP0688_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0688+STABILITY: POSITION/ELEVATION WELL
 JP0688
 JP0688  HISTORY     - Date     Condition        Report By
 JP0688  HISTORY     - 1973     MONUMENTED       USGS
 JP0688
 JP0688                          STATION DESCRIPTION
 JP0688
 JP0688'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0688'FROM THE INTERSECTION OF THE ROAD SOUTH TO MODENA AND THE T-ROAD
 JP0688'ENTERING BIG SPRINGS RANCH, PROCEED 3.1 MILES SOUTH ALONG THE MODENA
 JP0688'ROAD TO A Y-ROAD SOUTHWEST, THENCE 12.2 MILES SOUTHWEST AND WEST, 1.1
 JP0688'MILES SOUTHEAST OF A CATTLEGUARD, 1.1 MILES NORTHWEST OF A
 JP0688'CATTLEGUARD, 58 FEET SOUTH OF THE CENTERLINE OF THE ROAD, SET IN A
 JP0688'LARGE ROCK OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0444 ***********************************************************************
 MV0444  DESIGNATION -  130 LRC
 MV0444  PID         -  MV0444
 MV0444  STATE/COUNTY-  NV/WASHOE
 MV0444  USGS QUAD   -  LOST CREEK PASS (1980)
 MV0444
 MV0444                         *CURRENT SURVEY CONTROL
 MV0444  ___________________________________________________________________
 MV0444* NAD 83(1986)-  41 05 19.     (N)    119 44 06.     (W)     SCALED    
 MV0444* NAVD 88     -      1659.778  (meters)    5445.45   (feet)  ADJUSTED  
 MV0444  ___________________________________________________________________
 MV0444  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 MV0444  DYNAMIC HT  -        1658.419 (meters)    5441.00  (feet)  COMP
 MV0444  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 MV0444
 MV0444  VERT ORDER  -  SECOND    CLASS 0
 MV0444
 MV0444.The horizontal coordinates were scaled from a topographic map and have
 MV0444.an estimated accuracy of +/- 6 seconds.
 MV0444
 MV0444.The orthometric height was determined by differential leveling
 MV0444.and adjusted by the National Geodetic Survey in June 1991..
 MV0444
 MV0444.The geoid height was determined by GEOID03.
 MV0444
 MV0444.The dynamic height is computed by dividing the NAVD 88
 MV0444.geopotential number by the normal gravity value computed on the
 MV0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0444.degrees latitude (g = 980.6199 gals.).
 MV0444
 MV0444.The modeled gravity was interpolated from observed gravity values.
 MV0444
 MV0444;                    North         East    Units  Estimated Accuracy
 MV0444;SPC NV W     - 4,704,120.      703,240.      MT  (+/- 180 meters Scaled)
 MV0444
 MV0444                          SUPERSEDED SURVEY CONTROL
 MV0444
 MV0444.No superseded survey control is available for this station.
 MV0444
 MV0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF702521(NAD 83)
 MV0444_MARKER: DB = BENCH MARK DISK
 MV0444_SETTING: 80 = SET IN A BOULDER
 MV0444_SP_SET: BOULDER
 MV0444_STAMPING: 130 LRC 1972 5441
 MV0444_MARK LOGO: USGS  
 MV0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0444+STABILITY: SURFACE MOTION
 MV0444
 MV0444  HISTORY     - Date     Condition        Report By
 MV0444  HISTORY     - 1972     MONUMENTED       USGS
 MV0444
 MV0444                          STATION DESCRIPTION
 MV0444
 MV0444'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0444'76.8 KM (47.70 MI) NW FROM GERLACH.
 MV0444'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SOUTHEAST TO THE JUNCTION WITH
 MV0444'LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9 MILES ESE TO A PROMINENT
 MV0444'CROSSROAD, THENCE 5.3 MILES EAST UP THE CANYON TO THE MOUTH OF A BOX
 MV0444'CANYON TO THE NORTH, 1.1 FEET NORTHWEST OF THE CENTERLINE OF THE
 MV0444'ROAD, AND 17 FEET SOUTHWEST OF A SMALL DRAIN, IN THE WEST END OF AN
 MV0444'OUTCROP BOULDER.
 MV0444'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0445 ***********************************************************************
 MV0445  DESIGNATION -  131 LRC
 MV0445  PID         -  MV0445
 MV0445  STATE/COUNTY-  NV/WASHOE
 MV0445  USGS QUAD   -  LOST CREEK PASS (1980)
 MV0445
 MV0445                         *CURRENT SURVEY CONTROL
 MV0445  ___________________________________________________________________
 MV0445* NAD 83(1986)-  41 04 33.     (N)    119 44 39.     (W)     SCALED    
 MV0445* NAVD 88     -      1631.715  (meters)    5353.39   (feet)  ADJUSTED  
 MV0445  ___________________________________________________________________
 MV0445  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 MV0445  DYNAMIC HT  -        1630.391 (meters)    5349.04  (feet)  COMP
 MV0445  MODELED GRAV-     979,755.1   (mgal)                       NAVD 88
 MV0445
 MV0445  VERT ORDER  -  SECOND    CLASS 0
 MV0445
 MV0445.The horizontal coordinates were scaled from a topographic map and have
 MV0445.an estimated accuracy of +/- 6 seconds.
 MV0445
 MV0445.The orthometric height was determined by differential leveling
 MV0445.and adjusted by the National Geodetic Survey in June 1991..
 MV0445
 MV0445.The geoid height was determined by GEOID03.
 MV0445
 MV0445.The dynamic height is computed by dividing the NAVD 88
 MV0445.geopotential number by the normal gravity value computed on the
 MV0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0445.degrees latitude (g = 980.6199 gals.).
 MV0445
 MV0445.The modeled gravity was interpolated from observed gravity values.
 MV0445
 MV0445;                    North         East    Units  Estimated Accuracy
 MV0445;SPC NV W     - 4,702,720.      702,450.      MT  (+/- 180 meters Scaled)
 MV0445
 MV0445                          SUPERSEDED SURVEY CONTROL
 MV0445
 MV0445.No superseded survey control is available for this station.
 MV0445
 MV0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF694508(NAD 83)
 MV0445_MARKER: DB = BENCH MARK DISK
 MV0445_SETTING: 80 = SET IN A BOULDER
 MV0445_SP_SET: BOULDER
 MV0445_STAMPING: 131 LRC 1972 5349
 MV0445_MARK LOGO: USGS  
 MV0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0445+STABILITY: SURFACE MOTION
 MV0445
 MV0445  HISTORY     - Date     Condition        Report By
 MV0445  HISTORY     - 1972     MONUMENTED       USGS
 MV0445
 MV0445                          STATION DESCRIPTION
 MV0445
 MV0445'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0445'75.2 KM (46.70 MI) NW FROM GERLACH.
 MV0445'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SOUTHEAST OF TO THE JUNCTION
 MV0445'WITH LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9 MILES ESE TO A
 MV0445'PROMINENT CROSSROAD, THENCE 4.0 MILES UP THE CANYON TO THE UPPER END
 MV0445'OF A VERY SHORT GORGE FORMED BY TWO ROCK WALLS, ABOUT 100 FEET NORTH
 MV0445'OF A STREAM CROSSING IN THE GORGE, 27.5 FEET NORTHEAST OF THE
 MV0445'CENTERLINE OF A CATTLEGUARD, AND 11 FEET WEST OF THE ROAD, IN A
 MV0445'PROMINENT BOULDER.
 MV0445'THE MARK IS 3 FT ABOVE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0446 ***********************************************************************
 MV0446  DESIGNATION -  132 LRC
 MV0446  PID         -  MV0446
 MV0446  STATE/COUNTY-  NV/WASHOE
 MV0446  USGS QUAD   -  JUNIPER SPRINGS (1980)
 MV0446
 MV0446                         *CURRENT SURVEY CONTROL
 MV0446  ___________________________________________________________________
 MV0446* NAD 83(1986)-  41 04 06.     (N)    119 45 19.     (W)     SCALED    
 MV0446* NAVD 88     -      1608.687  (meters)    5277.83   (feet)  ADJUSTED  
 MV0446  ___________________________________________________________________
 MV0446  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 MV0446  DYNAMIC HT  -        1607.387 (meters)    5273.57  (feet)  COMP
 MV0446  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 MV0446
 MV0446  VERT ORDER  -  SECOND    CLASS 0
 MV0446
 MV0446.The horizontal coordinates were scaled from a topographic map and have
 MV0446.an estimated accuracy of +/- 6 seconds.
 MV0446
 MV0446.The orthometric height was determined by differential leveling
 MV0446.and adjusted by the National Geodetic Survey in June 1991..
 MV0446
 MV0446.The geoid height was determined by GEOID03.
 MV0446
 MV0446.The dynamic height is computed by dividing the NAVD 88
 MV0446.geopotential number by the normal gravity value computed on the
 MV0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0446.degrees latitude (g = 980.6199 gals.).
 MV0446
 MV0446.The modeled gravity was interpolated from observed gravity values.
 MV0446
 MV0446;                    North         East    Units  Estimated Accuracy
 MV0446;SPC NV W     - 4,701,900.      701,510.      MT  (+/- 180 meters Scaled)
 MV0446
 MV0446                          SUPERSEDED SURVEY CONTROL
 MV0446
 MV0446.No superseded survey control is available for this station.
 MV0446
 MV0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF685500(NAD 83)
 MV0446_MARKER: DB = BENCH MARK DISK
 MV0446_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0446_SP_SET: COPPER-CLAD STEEL ROD
 MV0446_STAMPING: 132 LRC 1972 5274
 MV0446_MARK LOGO: USGS  
 MV0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0446
 MV0446  HISTORY     - Date     Condition        Report By
 MV0446  HISTORY     - 1972     MONUMENTED       USGS
 MV0446
 MV0446                          STATION DESCRIPTION
 MV0446
 MV0446'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0446'73.9 KM (45.90 MI) NW FROM GERLACH.
 MV0446'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0446'447 TO THE JUNCTION WITH LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9
 MV0446'MILES ESE TO A PROMINENT CROSSROAD, THENCE 3.2 MILES EAST UP THE
 MV0446'CANYON TO A DRAIN MOUTH AND NUMEROUS COMGLOMERATE OUTCROPPINGS, ABOUT
 MV0446'0.8 MILES SOUTHWEST OF A GORGE, 56 FEET NORTHWEST OF THE CENTERLINE
 MV0446'OF THE ROAD, AND 50 FEET NORTH OF THE END OF A DUG DRAIN, SET ON A
 MV0446'COPPER-COATED ROD OF UNKNOWN DEPTH, ENCASED IN A IRON PIPE
 MV0446'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0447 ***********************************************************************
 MV0447  DESIGNATION -  133 LRC
 MV0447  PID         -  MV0447
 MV0447  STATE/COUNTY-  NV/WASHOE
 MV0447  USGS QUAD   -  JUNIPER SPRINGS (1980)
 MV0447
 MV0447                         *CURRENT SURVEY CONTROL
 MV0447  ___________________________________________________________________
 MV0447* NAD 83(1986)-  41 03 45.     (N)    119 46 13.     (W)     SCALED    
 MV0447* NAVD 88     -      1614.857  (meters)    5298.08   (feet)  ADJUSTED  
 MV0447  ___________________________________________________________________
 MV0447  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 MV0447  DYNAMIC HT  -        1613.555 (meters)    5293.81  (feet)  COMP
 MV0447  MODELED GRAV-     979,760.8   (mgal)                       NAVD 88
 MV0447
 MV0447  VERT ORDER  -  SECOND    CLASS 0
 MV0447
 MV0447.The horizontal coordinates were scaled from a topographic map and have
 MV0447.an estimated accuracy of +/- 6 seconds.
 MV0447
 MV0447.The orthometric height was determined by differential leveling
 MV0447.and adjusted by the National Geodetic Survey in June 1991..
 MV0447
 MV0447.The geoid height was determined by GEOID03.
 MV0447
 MV0447.The dynamic height is computed by dividing the NAVD 88
 MV0447.geopotential number by the normal gravity value computed on the
 MV0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0447.degrees latitude (g = 980.6199 gals.).
 MV0447
 MV0447.The modeled gravity was interpolated from observed gravity values.
 MV0447
 MV0447;                    North         East    Units  Estimated Accuracy
 MV0447;SPC NV W     - 4,701,270.      700,240.      MT  (+/- 180 meters Scaled)
 MV0447
 MV0447                          SUPERSEDED SURVEY CONTROL
 MV0447
 MV0447.No superseded survey control is available for this station.
 MV0447
 MV0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF672493(NAD 83)
 MV0447_MARKER: DD = SURVEY DISK
 MV0447_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0447_SP_SET: COPPER-CLAD STEEL ROD
 MV0447_STAMPING: 133 LRC 1972 5294
 MV0447_MARK LOGO: USGS  
 MV0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0447
 MV0447  HISTORY     - Date     Condition        Report By
 MV0447  HISTORY     - 1972     MONUMENTED       USGS
 MV0447
 MV0447                          STATION DESCRIPTION
 MV0447
 MV0447'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0447'72.3 KM (44.90 MI) NW FROM GERLACH.
 MV0447'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0447'447 TO THE JUNCTION WITH LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9
 MV0447'MILES ESE TO A PROMINENT CROSSROAD, THENCE 2.4 MILES EAST TOWARD THE
 MV0447'CANYON TO WHERE A ROAD ENTERS THE CANYON, ABOUT 100 FEET WEST OF A
 MV0447'STEEP GRADE, 62 FEET SOUTH OF A ROCK PILE, AND 32 FEET SOUTH OF THE
 MV0447'CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD OF UNKNOWN DEPTH,
 MV0447'ENCASED IN A IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0448 ***********************************************************************
 MV0448  DESIGNATION -  134 LRC
 MV0448  PID         -  MV0448
 MV0448  STATE/COUNTY-  NV/WASHOE
 MV0448  USGS QUAD   -  JUNIPER SPRINGS (1980)
 MV0448
 MV0448                         *CURRENT SURVEY CONTROL
 MV0448  ___________________________________________________________________
 MV0448* NAD 83(1986)-  41 03 48.     (N)    119 47 12.     (W)     SCALED    
 MV0448* NAVD 88     -      1588.082  (meters)    5210.23   (feet)  ADJUSTED  
 MV0448  ___________________________________________________________________
 MV0448  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 MV0448  DYNAMIC HT  -        1586.807 (meters)    5206.05  (feet)  COMP
 MV0448  MODELED GRAV-     979,765.2   (mgal)                       NAVD 88
 MV0448
 MV0448  VERT ORDER  -  SECOND    CLASS 0
 MV0448
 MV0448.The horizontal coordinates were scaled from a topographic map and have
 MV0448.an estimated accuracy of +/- 6 seconds.
 MV0448
 MV0448.The orthometric height was determined by differential leveling
 MV0448.and adjusted by the National Geodetic Survey in June 1991..
 MV0448
 MV0448.The geoid height was determined by GEOID03.
 MV0448
 MV0448.The dynamic height is computed by dividing the NAVD 88
 MV0448.geopotential number by the normal gravity value computed on the
 MV0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0448.degrees latitude (g = 980.6199 gals.).
 MV0448
 MV0448.The modeled gravity was interpolated from observed gravity values.
 MV0448
 MV0448;                    North         East    Units  Estimated Accuracy
 MV0448;SPC NV W     - 4,701,380.      698,860.      MT  (+/- 180 meters Scaled)
 MV0448
 MV0448                          SUPERSEDED SURVEY CONTROL
 MV0448
 MV0448.No superseded survey control is available for this station.
 MV0448
 MV0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF658495(NAD 83)
 MV0448_MARKER: DD = SURVEY DISK
 MV0448_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0448_SP_SET: COPPER-CLAD STEEL ROD
 MV0448_STAMPING: 134 LRC 1972 5206
 MV0448_MARK LOGO: USGS  
 MV0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0448
 MV0448  HISTORY     - Date     Condition        Report By
 MV0448  HISTORY     - 1972     MONUMENTED       USGS
 MV0448
 MV0448                          STATION DESCRIPTION
 MV0448
 MV0448'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0448'70.8 KM (44.00 MI) NW FROM GERLACH.
 MV0448'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0448'447 TO THE JUNCTION WITH LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9
 MV0448'MILES ESE TO A PROMINENT CROSSROAD, THENCE 1.6 MILES EAST TOWARD A
 MV0448'CANYON TO A RISE OVER A POINT OF THE RIDGE ABOVE A DRAIN TO THE
 MV0448'NORTHWEST, ABOUT 0.9 MILES WEST OF THE ENTRANCE TO THE CANYON, AND 49
 MV0448'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED
 MV0448'ROD OF UNKNOWN DEPTH, ENCASED IN A IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0449 ***********************************************************************
 MV0449  DESIGNATION -  135 LRC
 MV0449  PID         -  MV0449
 MV0449  STATE/COUNTY-  NV/WASHOE
 MV0449  USGS QUAD   -  JUNIPER SPRINGS (1980)
 MV0449
 MV0449                         *CURRENT SURVEY CONTROL
 MV0449  ___________________________________________________________________
 MV0449* NAD 83(1986)-  41 03 40.     (N)    119 48 10.     (W)     SCALED    
 MV0449* NAVD 88     -      1535.099  (meters)    5036.40   (feet)  ADJUSTED  
 MV0449  ___________________________________________________________________
 MV0449  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 MV0449  DYNAMIC HT  -        1533.874 (meters)    5032.38  (feet)  COMP
 MV0449  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 MV0449
 MV0449  VERT ORDER  -  SECOND    CLASS 0
 MV0449
 MV0449.The horizontal coordinates were scaled from a topographic map and have
 MV0449.an estimated accuracy of +/- 6 seconds.
 MV0449
 MV0449.The orthometric height was determined by differential leveling
 MV0449.and adjusted by the National Geodetic Survey in June 1991..
 MV0449
 MV0449.The geoid height was determined by GEOID03.
 MV0449
 MV0449.The dynamic height is computed by dividing the NAVD 88
 MV0449.geopotential number by the normal gravity value computed on the
 MV0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0449.degrees latitude (g = 980.6199 gals.).
 MV0449
 MV0449.The modeled gravity was interpolated from observed gravity values.
 MV0449
 MV0449;                    North         East    Units  Estimated Accuracy
 MV0449;SPC NV W     - 4,701,150.      697,510.      MT  (+/- 180 meters Scaled)
 MV0449
 MV0449                          SUPERSEDED SURVEY CONTROL
 MV0449
 MV0449.No superseded survey control is available for this station.
 MV0449
 MV0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF644493(NAD 83)
 MV0449_MARKER: DD = SURVEY DISK
 MV0449_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0449_SP_SET: COPPER-CLAD STEEL ROD
 MV0449_STAMPING: 135 LRC 1972 5032
 MV0449_MARK LOGO: USGS  
 MV0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0449
 MV0449  HISTORY     - Date     Condition        Report By
 MV0449  HISTORY     - 1972     MONUMENTED       USGS
 MV0449
 MV0449                          STATION DESCRIPTION
 MV0449
 MV0449'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0449'69.4 KM (43.10 MI) NW FROM GERLACH.
 MV0449'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0449'447 TO THE JUNCTION WITH LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9
 MV0449'MILES ESE TO A PROMINENT CROSSROAD, THENCE 0.5 MILES EAST TO A SLIGHT
 MV0449'RISE AT THE BOTTOM OF A GRADE, 3.8 MILES EAST OF STATE HIGHWAY 447,
 MV0449'AND 38 FEET SOUTH OF THE CENTERLINE OF THE ROAD, SET ON A
 MV0449'COPPER-COATED ROD OF UNKNOWN DEPTH, ENCASED IN A IRON PIPE
 MV0449'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0450 ***********************************************************************
 MV0450  DESIGNATION -  136 LRC
 MV0450  PID         -  MV0450
 MV0450  STATE/COUNTY-  NV/WASHOE
 MV0450  USGS QUAD   -  JUNIPER SPRINGS (1980)
 MV0450
 MV0450                         *CURRENT SURVEY CONTROL
 MV0450  ___________________________________________________________________
 MV0450* NAD 83(1986)-  41 03 35.     (N)    119 48 45.     (W)     SCALED    
 MV0450* NAVD 88     -      1518.557  (meters)    4982.13   (feet)  ADJUSTED  
 MV0450  ___________________________________________________________________
 MV0450  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 MV0450  DYNAMIC HT  -        1517.350 (meters)    4978.17  (feet)  COMP
 MV0450  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 MV0450
 MV0450  VERT ORDER  -  SECOND    CLASS 0
 MV0450
 MV0450.The horizontal coordinates were scaled from a topographic map and have
 MV0450.an estimated accuracy of +/- 6 seconds.
 MV0450
 MV0450.The orthometric height was determined by differential leveling
 MV0450.and adjusted by the National Geodetic Survey in June 1991..
 MV0450
 MV0450.The geoid height was determined by GEOID03.
 MV0450
 MV0450.The dynamic height is computed by dividing the NAVD 88
 MV0450.geopotential number by the normal gravity value computed on the
 MV0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0450.degrees latitude (g = 980.6199 gals.).
 MV0450
 MV0450.The modeled gravity was interpolated from observed gravity values.
 MV0450
 MV0450;                    North         East    Units  Estimated Accuracy
 MV0450;SPC NV W     - 4,701,010.      696,690.      MT  (+/- 180 meters Scaled)
 MV0450
 MV0450                          SUPERSEDED SURVEY CONTROL
 MV0450
 MV0450.No superseded survey control is available for this station.
 MV0450
 MV0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF636491(NAD 83)
 MV0450_MARKER: DD = SURVEY DISK
 MV0450_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0450_SP_SET: COPPER-CLAD STEEL ROD
 MV0450_STAMPING: 136 LRC 1972 4978
 MV0450_MARK LOGO: USGS  
 MV0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0450
 MV0450  HISTORY     - Date     Condition        Report By
 MV0450  HISTORY     - 1972     MONUMENTED       USGS
 MV0450
 MV0450                          STATION DESCRIPTION
 MV0450
 MV0450'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0450'68.6 KM (42.60 MI) NW FROM GERLACH.
 MV0450'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0450'447 TO THE JUNCTION WITH LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9
 MV0450'MILES ESE TO A PROMINENT CROSS ROAD, 3.8 MILES DUE EAST OF HIGHWAY
 MV0450'447, 82 FEET SOUTH OF A SIGNBOARD READING -(EAST) GRASS VALLEY,
 MV0450'EAGLEVILLE-(NORTH)-, 43 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 MV0450'WEST, AND 36 FEET WEST OF THE CENTERLINE OF THE ROAD SOUTH, SET ON A
 MV0450'COPPER-COATED ROD OF UNKNOWN DEPTH, ENCASED IN A IRON PIPE
 MV0450'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0451 ***********************************************************************
 MV0451  DESIGNATION -  137 LRC
 MV0451  PID         -  MV0451
 MV0451  STATE/COUNTY-  NV/WASHOE
 MV0451  USGS QUAD   -  JUNIPER SPRINGS (1980)
 MV0451
 MV0451                         *CURRENT SURVEY CONTROL
 MV0451  ___________________________________________________________________
 MV0451* NAD 83(1986)-  41 02 53.     (N)    119 49 16.     (W)     SCALED    
 MV0451* NAVD 88     -      1519.459  (meters)    4985.09   (feet)  ADJUSTED  
 MV0451  ___________________________________________________________________
 MV0451  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 MV0451  DYNAMIC HT  -        1518.252 (meters)    4981.13  (feet)  COMP
 MV0451  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 MV0451
 MV0451  VERT ORDER  -  SECOND    CLASS 0
 MV0451
 MV0451.The horizontal coordinates were scaled from a topographic map and have
 MV0451.an estimated accuracy of +/- 6 seconds.
 MV0451
 MV0451.The orthometric height was determined by differential leveling
 MV0451.and adjusted by the National Geodetic Survey in June 1991..
 MV0451
 MV0451.The geoid height was determined by GEOID03.
 MV0451
 MV0451.The dynamic height is computed by dividing the NAVD 88
 MV0451.geopotential number by the normal gravity value computed on the
 MV0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0451.degrees latitude (g = 980.6199 gals.).
 MV0451
 MV0451.The modeled gravity was interpolated from observed gravity values.
 MV0451
 MV0451;                    North         East    Units  Estimated Accuracy
 MV0451;SPC NV W     - 4,699,720.      695,940.      MT  (+/- 180 meters Scaled)
 MV0451
 MV0451                          SUPERSEDED SURVEY CONTROL
 MV0451
 MV0451.No superseded survey control is available for this station.
 MV0451
 MV0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF628479(NAD 83)
 MV0451_MARKER: DD = SURVEY DISK
 MV0451_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0451_SP_SET: COPPER-CLAD STEEL ROD
 MV0451_STAMPING: 137 LRC 1972 4981
 MV0451_MARK LOGO: USGS  
 MV0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0451
 MV0451  HISTORY     - Date     Condition        Report By
 MV0451  HISTORY     - 1972     MONUMENTED       USGS
 MV0451
 MV0451                          STATION DESCRIPTION
 MV0451
 MV0451'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0451'66.9 KM (41.60 MI) NW FROM GERLACH.
 MV0451'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0451'447 TO THE JUNCTION WITH LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9
 MV0451'MILES ESE TO A PROMINENT CROSSROAD, THENCE 1.0 MILES WEST TO THE TOP
 MV0451'OF A RISE, 2.7 MILES EAST OF STATE HIGHWAY 447, ABOUT 200 FEET NORTH
 MV0451'OF A CURVE IN A DRAIN, 24 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MV0451'SET ON A COPPER-COATED ROD OF UNKNOWN DEPTH, ENCASED IN A IRON PIPE
 MV0451'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0452 ***********************************************************************
 MV0452  DESIGNATION -  138 LRC
 MV0452  PID         -  MV0452
 MV0452  STATE/COUNTY-  NV/WASHOE
 MV0452  USGS QUAD   -  JUNIPER SPRINGS (1980)
 MV0452
 MV0452                         *CURRENT SURVEY CONTROL
 MV0452  ___________________________________________________________________
 MV0452* NAD 83(1986)-  41 02 18.     (N)    119 49 51.     (W)     SCALED    
 MV0452* NAVD 88     -      1491.532  (meters)    4893.47   (feet)  ADJUSTED  
 MV0452  ___________________________________________________________________
 MV0452  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 MV0452  DYNAMIC HT  -        1490.355 (meters)    4889.61  (feet)  COMP
 MV0452  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 MV0452
 MV0452  VERT ORDER  -  SECOND    CLASS 0
 MV0452
 MV0452.The horizontal coordinates were scaled from a topographic map and have
 MV0452.an estimated accuracy of +/- 6 seconds.
 MV0452
 MV0452.The orthometric height was determined by differential leveling
 MV0452.and adjusted by the National Geodetic Survey in June 1991..
 MV0452
 MV0452.The geoid height was determined by GEOID03.
 MV0452
 MV0452.The dynamic height is computed by dividing the NAVD 88
 MV0452.geopotential number by the normal gravity value computed on the
 MV0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0452.degrees latitude (g = 980.6199 gals.).
 MV0452
 MV0452.The modeled gravity was interpolated from observed gravity values.
 MV0452
 MV0452;                    North         East    Units  Estimated Accuracy
 MV0452;SPC NV W     - 4,698,650.      695,110.      MT  (+/- 180 meters Scaled)
 MV0452
 MV0452                          SUPERSEDED SURVEY CONTROL
 MV0452
 MV0452.No superseded survey control is available for this station.
 MV0452
 MV0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF620468(NAD 83)
 MV0452_MARKER: DD = SURVEY DISK
 MV0452_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0452_SP_SET: COPPER-CLAD STEEL ROD
 MV0452_STAMPING: 138 LRC 1972 4889
 MV0452_MARK LOGO: USGS  
 MV0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0452
 MV0452  HISTORY     - Date     Condition        Report By
 MV0452  HISTORY     - 1972     MONUMENTED       USGS
 MV0452
 MV0452                          STATION DESCRIPTION
 MV0452
 MV0452'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0452'65.7 KM (40.80 MI) NW FROM GERLACH.
 MV0452'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0452'447 TO THE JUNCTION WITH LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9
 MV0452'MILES ESE TO A PROMINENT CROSSROAD, THENCE 2.0 MILES WEST ALONG A
 MV0452'DIRT ROAD TO A Y-ROAD FORK AT A DRAIN FORK, 1.7 MILES EAST OF HIGHWAY
 MV0452'447, 44 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN ROAD AT THE
 MV0452'JUNCTION, 18 FEET EAST OF THE CENTERLINE OF THE ROAD SOUTHEAST, AND
 MV0452'12.7 MILES NORTHWEST OF A BLM SIGNPOST, SET ON A COPPER-COATED ROD OF
 MV0452'UNKNOWN DEPTH, ENCASED IN A IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0453 ***********************************************************************
 MV0453  DESIGNATION -  139 LRC
 MV0453  PID         -  MV0453
 MV0453  STATE/COUNTY-  NV/WASHOE
 MV0453  USGS QUAD   -  JUNIPER SPRINGS (1980)
 MV0453
 MV0453                         *CURRENT SURVEY CONTROL
 MV0453  ___________________________________________________________________
 MV0453* NAD 83(1986)-  41 01 37.     (N)    119 50 30.     (W)     SCALED    
 MV0453* NAVD 88     -      1463.300  (meters)    4800.84   (feet)  ADJUSTED  
 MV0453  ___________________________________________________________________
 MV0453  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 MV0453  DYNAMIC HT  -        1462.152 (meters)    4797.08  (feet)  COMP
 MV0453  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 MV0453
 MV0453  VERT ORDER  -  SECOND    CLASS 0
 MV0453
 MV0453.The horizontal coordinates were scaled from a topographic map and have
 MV0453.an estimated accuracy of +/- 6 seconds.
 MV0453
 MV0453.The orthometric height was determined by differential leveling
 MV0453.and adjusted by the National Geodetic Survey in June 1991..
 MV0453
 MV0453.The geoid height was determined by GEOID03.
 MV0453
 MV0453.The dynamic height is computed by dividing the NAVD 88
 MV0453.geopotential number by the normal gravity value computed on the
 MV0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0453.degrees latitude (g = 980.6199 gals.).
 MV0453
 MV0453.The modeled gravity was interpolated from observed gravity values.
 MV0453
 MV0453;                    North         East    Units  Estimated Accuracy
 MV0453;SPC NV W     - 4,697,400.      694,180.      MT  (+/- 180 meters Scaled)
 MV0453
 MV0453                          SUPERSEDED SURVEY CONTROL
 MV0453
 MV0453.No superseded survey control is available for this station.
 MV0453
 MV0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF610456(NAD 83)
 MV0453_MARKER: DD = SURVEY DISK
 MV0453_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0453_SP_SET: COPPER-CLAD STEEL ROD
 MV0453_STAMPING: 139 LRC 1972 4797
 MV0453_MARK LOGO: USGS  
 MV0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0453
 MV0453  HISTORY     - Date     Condition        Report By
 MV0453  HISTORY     - 1972     MONUMENTED       USGS
 MV0453
 MV0453                          STATION DESCRIPTION
 MV0453
 MV0453'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0453'63.9 KM (39.70 MI) NW FROM GERLACH.
 MV0453'CALIFORNIA-NEVADA STATE LINE, 9.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0453'447 TO THE JUNCTION WITH LOST CREEK - GRASS VALLEY ROAD, THENCE 4.9
 MV0453'MILES ESE TO A PROMINENT CROSSROAD, THENCE 3.0 MILES WEST ALONG A
 MV0453'DIRT ROAD TO A BARE MOUND, (14.8 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0453'447 FROM THE CALIFORNIA-NEVADA STATE LINE TO A DIRT ROAD NORTHEAST,
 MV0453'THENCE 0.7 MILES NORTHEAST AND NORTH), 250 FEET SOUTH OF A CURVE,
 MV0453'AND 35 FEET EAST OF THE CENTERLINE OF THE ROAD, SET ON A COPPER-
 MV0453'COATED ROD OF UNKNOWN DEPTH, ENCASED IN A IRON PIPE
 MV0453'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0926 ***********************************************************************
 KR0926  DESIGNATION -  13=BROWNS RM 2
 KR0926  PID         -  KR0926
 KR0926  STATE/COUNTY-  NV/WASHOE
 KR0926  USGS QUAD   -  STEAMBOAT (1994)
 KR0926
 KR0926                         *CURRENT SURVEY CONTROL
 KR0926  ___________________________________________________________________
 KR0926* NAD 83(1986)-  39 24 17.     (N)    119 44 50.     (W)     SCALED    
 KR0926* NAVD 88     -      1394.751  (meters)    4575.95   (feet)  ADJUSTED  
 KR0926  ___________________________________________________________________
 KR0926  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR0926  DYNAMIC HT  -        1393.463 (meters)    4571.72  (feet)  COMP
 KR0926  MODELED GRAV-     979,655.2   (mgal)                       NAVD 88
 KR0926
 KR0926  VERT ORDER  -  FIRST     CLASS II
 KR0926
 KR0926.The horizontal coordinates were scaled from a topographic map and have
 KR0926.an estimated accuracy of +/- 6 seconds.
 KR0926
 KR0926.The orthometric height was determined by differential leveling
 KR0926.and adjusted by the National Geodetic Survey in June 1991..
 KR0926
 KR0926.The geoid height was determined by GEOID03.
 KR0926
 KR0926.The dynamic height is computed by dividing the NAVD 88
 KR0926.geopotential number by the normal gravity value computed on the
 KR0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0926.degrees latitude (g = 980.6199 gals.).
 KR0926
 KR0926.The modeled gravity was interpolated from observed gravity values.
 KR0926
 KR0926;                    North         East    Units  Estimated Accuracy
 KR0926;SPC NV W     - 4,517,170.      699,760.      MT  (+/- 180 meters Scaled)
 KR0926
 KR0926                          SUPERSEDED SURVEY CONTROL
 KR0926
 KR0926  NGVD 29 (??/??/92) 1393.665  (m)         4572.38   (f) ADJ UNCH    1 2
 KR0926
 KR0926.Superseded values are not recommended for survey control.
 KR0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0926.See file dsdata.txt to determine how the superseded data were derived.
 KR0926
 KR0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD634652(NAD 83)
 KR0926_MARKER: DR = REFERENCE MARK DISK
 KR0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0926_STAMPING: 13 4572.320
 KR0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0926+STABILITY: SURFACE MOTION
 KR0926
 KR0926  HISTORY     - Date     Condition        Report By
 KR0926  HISTORY     - UNK      MONUMENTED       NVGS
 KR0926  HISTORY     - 1951     GOOD             NGS
 KR0926
 KR0926                          STATION DESCRIPTION
 KR0926
 KR0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0926'9.0 MI SE FROM RENO.
 KR0926'ABOUT 9.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE
 KR0926'AT RENO, AT THE SOUTHWEST SIDE OF THE Y JUNCTION FORMED BY STATE
 KR0926'HIGHWAY 17 AND U. S. HIGHWAY 395, 126.8 FEET WEST OF STATION BROWNS,
 KR0926'38.8 FEET SOUTHWEST OF THE CENTER LINE OF THE U.S. HIGHWAY, 1.8 FEET
 KR0926'NORTHEAST OF A WIRE FENCE, 1.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 KR0926'2 FEET HIGHER THAN THE U.S. HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KR0926'POST PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0555 ***********************************************************************
 MT0555  DESIGNATION -  14
 MT0555  PID         -  MT0555
 MT0555  STATE/COUNTY-  NV/ELKO
 MT0555  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0555
 MT0555                         *CURRENT SURVEY CONTROL
 MT0555  ___________________________________________________________________
 MT0555* NAD 83(1986)-  41 50 52.     (N)    115 58 17.     (W)     SCALED    
 MT0555* NAVD 88     -      1706.990  (meters)    5600.35   (feet)  ADJUSTED  
 MT0555  ___________________________________________________________________
 MT0555  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 MT0555  DYNAMIC HT  -        1705.714 (meters)    5596.16  (feet)  COMP
 MT0555  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 MT0555
 MT0555  VERT ORDER  -  SECOND    CLASS 0
 MT0555
 MT0555.The horizontal coordinates were scaled from a topographic map and have
 MT0555.an estimated accuracy of +/- 6 seconds.
 MT0555
 MT0555.The orthometric height was determined by differential leveling
 MT0555.and adjusted by the National Geodetic Survey in June 1991..
 MT0555
 MT0555.The geoid height was determined by GEOID03.
 MT0555
 MT0555.The dynamic height is computed by dividing the NAVD 88
 MT0555.geopotential number by the normal gravity value computed on the
 MT0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0555.degrees latitude (g = 980.6199 gals.).
 MT0555
 MT0555.The modeled gravity was interpolated from observed gravity values.
 MT0555
 MT0555;                    North         East    Units  Estimated Accuracy
 MT0555;SPC NV E     - 8,787,870.      167,780.      MT  (+/- 180 meters Scaled)
 MT0555
 MT0555                          SUPERSEDED SURVEY CONTROL
 MT0555
 MT0555  NGVD 29 (??/??/92) 1705.798  (m)         5596.44   (f) ADJ UNCH    2 0
 MT0555
 MT0555.Superseded values are not recommended for survey control.
 MT0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0555.See file dsdata.txt to determine how the superseded data were derived.
 MT0555
 MT0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG853333(NAD 83)
 MT0555_MARKER: DD = SURVEY DISK
 MT0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MT0555_SP_SET: CULVERT
 MT0555_STAMPING: 14 5596 79
 MT0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0555
 MT0555  HISTORY     - Date     Condition        Report By
 MT0555  HISTORY     - UNK      MONUMENTED       USFWA
 MT0555  HISTORY     - 1951     GOOD             NGS
 MT0555
 MT0555                          STATION DESCRIPTION
 MT0555
 MT0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0555'0.7 MI NW FROM MOUNTAIN CITY.
 MT0555'0.7 MILES NORTHWEST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0555'MOUNTAIN CITY, AT THE EAST END OF A BRIDGE OVER SLAUGHTER HOUSE CREEK,
 MT0555'IN THE TOP OF THE SOUTH CONCRETE HEADWALL, 23 FEET SOUTH OF THE CENTER
 MT0555'LINE OF THE ROAD, 18.5 FEET NORTH OF A FENCE LINE, 0.5 FEET WEST OF
 MT0555'THE EAST END OF THE CONCRETE HEADWALL, AND SET ABOUT 2 1/2 FEET LOWER
 MT0555'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0463 ***********************************************************************
 JR0463  DESIGNATION -  14
 JR0463  PID         -  JR0463
 JR0463  STATE/COUNTY-  NV/DOUGLAS
 JR0463  USGS QUAD   -  WOODFORDS (1979)
 JR0463
 JR0463                         *CURRENT SURVEY CONTROL
 JR0463  ___________________________________________________________________
 JR0463* NAD 83(1986)-  38 52 02.     (N)    119 47 40.     (W)     SCALED    
 JR0463* NAVD 88     -      1460.91   (+/-2cm)    4793.0    (feet)  VERTCON   
 JR0463  ___________________________________________________________________
 JR0463  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 JR0463
 JR0463  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0463
 JR0463.The horizontal coordinates were scaled from a topographic map and have
 JR0463.an estimated accuracy of +/- 6 seconds.
 JR0463
 JR0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0463.The vertical order pertains to the NGVD 29 superseded value.
 JR0463
 JR0463.The geoid height was determined by GEOID03.
 JR0463
 JR0463;                    North         East    Units  Estimated Accuracy
 JR0463;SPC NV W     - 4,457,560.      694,900.      MT  (+/- 180 meters Scaled)
 JR0463
 JR0463                          SUPERSEDED SURVEY CONTROL
 JR0463
 JR0463  NGVD 29 (??/??/92) 1459.737  (m)         4789.15   (f) ADJ UNCH    2 0
 JR0463
 JR0463.Superseded values are not recommended for survey control.
 JR0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0463.See file dsdata.txt to determine how the superseded data were derived.
 JR0463
 JR0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD575057(NAD 83)
 JR0463_MARKER: DD = SURVEY DISK
 JR0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0463_STAMPING: 14
 JR0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0463+STABILITY: SURFACE MOTION
 JR0463
 JR0463  HISTORY     - Date     Condition        Report By
 JR0463  HISTORY     - UNK      MONUMENTED       NVGS
 JR0463  HISTORY     - 1951     GOOD             NGS
 JR0463
 JR0463                          STATION DESCRIPTION
 JR0463
 JR0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0463'3 MI N FROM FREDERICKSBURG.
 JR0463'ABOUT 3.0 MILES NORTH ALONG AN ASPHALT AND GRAVEL ROAD FROM THE
 JR0463'SCHOOLHOUSE AT FREDERICKSBURG, CALIFORNIA, AT THE JUNCTION OF
 JR0463'THE FOOTHILL ROAD, ABOUT 0.9 MILES NORTH OF THE CALIFORNIA-NEVADA
 JR0463'STATE LINE, ABOUT 250 FEET NORTHWEST OF THE SITE OF THE OLD
 JR0463'FAIRVIEW SCHOOL, AT A Y JUNCTION OF THE ROADS, 115 1/2 FEET
 JR0463'EAST OF POWER LINE POLE NO. 45027, 63 FEET NORTH OF THE CENTER
 JR0463'LINE OF FOOTHILL ROAD, 20.4 FEET WEST OF A T IN A FENCE LINE,
 JR0463'15 FEET EAST OF THE PROLONGATION OF THE CENTER LINE OF THE
 JR0463'GRAVEL ROAD LEADING SOUTH, 2.6 FEET SOUTH OF A FENCE, 1.4 FEET
 JR0463'EAST OF A WITNESS POST, ABOUT ONE FOOT HIGHER THAN THE ROAD,
 JR0463'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE
 JR0463'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0237 ***********************************************************************
 JR0237  DESIGNATION -  14
 JR0237  PID         -  JR0237
 JR0237  STATE/COUNTY-  NV/MINERAL
 JR0237  USGS QUAD   -  BASALT (1982)
 JR0237
 JR0237                         *CURRENT SURVEY CONTROL
 JR0237  ___________________________________________________________________
 JR0237* NAD 83(1986)-  38 03 29.     (N)    118 16 44.     (W)     SCALED    
 JR0237* NAVD 88     -      1822.733  (meters)    5980.08   (feet)  ADJUSTED  
 JR0237  ___________________________________________________________________
 JR0237  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 JR0237  DYNAMIC HT  -        1820.682 (meters)    5973.35  (feet)  COMP
 JR0237  MODELED GRAV-     979,439.4   (mgal)                       NAVD 88
 JR0237
 JR0237  VERT ORDER  -  FIRST     CLASS II
 JR0237
 JR0237.The horizontal coordinates were scaled from a topographic map and have
 JR0237.an estimated accuracy of +/- 6 seconds.
 JR0237
 JR0237.The orthometric height was determined by differential leveling
 JR0237.and adjusted by the National Geodetic Survey in June 1991..
 JR0237
 JR0237.The geoid height was determined by GEOID03.
 JR0237
 JR0237.The dynamic height is computed by dividing the NAVD 88
 JR0237.geopotential number by the normal gravity value computed on the
 JR0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0237.degrees latitude (g = 980.6199 gals.).
 JR0237
 JR0237.The modeled gravity was interpolated from observed gravity values.
 JR0237
 JR0237;                    North         East    Units  Estimated Accuracy
 JR0237;SPC NV W     - 4,367,090.      826,720.      MT  (+/- 180 meters Scaled)
 JR0237
 JR0237                          SUPERSEDED SURVEY CONTROL
 JR0237
 JR0237  NGVD 29 (??/??/92) 1821.464  (m)         5975.92   (f) ADJ UNCH    1 2
 JR0237
 JR0237.Superseded values are not recommended for survey control.
 JR0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0237.See file dsdata.txt to determine how the superseded data were derived.
 JR0237
 JR0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC878130(NAD 83)
 JR0237_MARKER: DD = SURVEY DISK
 JR0237_SETTING: 0 = UNSPECIFIED SETTING
 JR0237_STAMPING: 14 S-662-1 M1-10
 JR0237_MARK LOGO: NVDH  
 JR0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0237
 JR0237  HISTORY     - Date     Condition        Report By
 JR0237  HISTORY     - UNK      MONUMENTED       NVDH
 JR0237  HISTORY     - 1955     GOOD             NGS
 JR0237  HISTORY     - 1986     POOR             NGS
 JR0237
 JR0237                          STATION DESCRIPTION
 JR0237
 JR0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0237'3.8 MI N FROM BASALT.
 JR0237'3.8 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0237'HIGHWAY 6 AT BASALT, AT THE SOUTH END OF A ROCK CUT BANK, ACROSS
 JR0237'THE HIGHWAY FROM A PROMINENT WHITE CLAY BANK, IN A MASS OF
 JR0237'CEMENT STONE MASONARY, 26.5 FEET WEST OF THE CENTER LINE OF THE
 JR0237'HIGHWAY, 1.4 FEET EAST OF A 2-INCH BLACK-AND-WHITE PAINTED IRON
 JR0237'STANDPIPE WHICH IS ENCASED IN CONCRETE AND PROJECTS 2.2 FEET
 JR0237'ABOVE THE GROUND, AND ABOUT 3 1/2 FEET HIGHER THAN HIGHWAY.
 JR0237
 JR0237                          STATION RECOVERY (1986)
 JR0237
 JR0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0237'RECOVERED IN DISTURBED CONDITION BUT NOT LEVELED TO DURING THIS
 JR0237'SURVEY.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5 MI) NORTHEAST ALONG US
 JR0237'HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT MONTGOMERY, THENCE 5.5 KM
 JR0237'(3.4 MI) NORTH ALONG STATE HIGHWAY 360, 0.67 KM (0.42 MI) NORTH OF
 JR0237'MILEPOST 3, AT THE NORTH END OF A HIGHWAY CURVE AND THE SOUTH END OF
 JR0237'A CUT BANK, 8.1 METERS (26.5 FT) WEST OF THE CENTERLINE OF THE
 JR0237'HIGHWAY.  NOTE--THE MARK WAS FOUND LYING ON THE GROUND.
 JR0237'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0461 ***********************************************************************
 JR0461  DESIGNATION -  14 1
 JR0461  PID         -  JR0461
 JR0461  STATE/COUNTY-  NV/DOUGLAS
 JR0461  USGS QUAD   -  WOODFORDS (1979)
 JR0461
 JR0461                         *CURRENT SURVEY CONTROL
 JR0461  ___________________________________________________________________
 JR0461* NAD 83(1986)-  38 51 47.     (N)    119 47 31.     (W)     SCALED    
 JR0461* NAVD 88     -      1464.47   (+/-2cm)    4804.7    (feet)  VERTCON   
 JR0461  ___________________________________________________________________
 JR0461  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 JR0461
 JR0461  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0461
 JR0461.The horizontal coordinates were scaled from a topographic map and have
 JR0461.an estimated accuracy of +/- 6 seconds.
 JR0461
 JR0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0461.The vertical order pertains to the NGVD 29 superseded value.
 JR0461
 JR0461.The geoid height was determined by GEOID03.
 JR0461
 JR0461;                    North         East    Units  Estimated Accuracy
 JR0461;SPC NV W     - 4,457,090.      695,110.      MT  (+/- 180 meters Scaled)
 JR0461
 JR0461                          SUPERSEDED SURVEY CONTROL
 JR0461
 JR0461  NGVD 29 (??/??/92) 1463.296  (m)         4800.83   (f) ADJ UNCH    2 0
 JR0461
 JR0461.Superseded values are not recommended for survey control.
 JR0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0461.See file dsdata.txt to determine how the superseded data were derived.
 JR0461
 JR0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD577052(NAD 83)
 JR0461_MARKER: DB = BENCH MARK DISK
 JR0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0461_STAMPING: 14-1
 JR0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0461+STABILITY: SURFACE MOTION
 JR0461
 JR0461  HISTORY     - Date     Condition        Report By
 JR0461  HISTORY     - UNK      MONUMENTED       NVGS
 JR0461  HISTORY     - 1951     GOOD             NGS
 JR0461
 JR0461                          STATION DESCRIPTION
 JR0461
 JR0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0461'2.7 MI N FROM FREDERICKSBURG.
 JR0461'ABOUT 2.7 MILES NORTH ALONG A COUNTY ASPHALT AND GRAVEL ROAD
 JR0461'FROM THE SCHOOLHOUSE AT FREDERICKSBURG, CALIFORNIA, ABOUT 0.55
 JR0461'MILES NORTH OF THE CALIFORNIA-NEVADA STATE LINE, ABOUT 0.25 MILES
 JR0461'SOUTH OF THE SITE OF THE OLD FAIRVIEW SCHOOL, 0.7 MILES NORTH
 JR0461'OF BENCH MARK 12-1 (USC AND GS AND SS), 165 FEET SOUTH OF BENCH
 JR0461'MARK X 121, 29 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET
 JR0461'EAST OF A FENCE, 0.8 FEET SOUTH OF A WITNESS POST, ABOUT TWO
 JR0461'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JR0461'POST PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0318 ***********************************************************************
 LS0318  DESIGNATION -  14 1
 LS0318  PID         -  LS0318
 LS0318  STATE/COUNTY-  NV/PERSHING
 LS0318  USGS QUAD   -  GRANITE POINT (1987)
 LS0318
 LS0318                         *CURRENT SURVEY CONTROL
 LS0318  ___________________________________________________________________
 LS0318* NAD 83(1986)-  40 07 04.     (N)    118 30 52.     (W)     SCALED    
 LS0318* NAVD 88     -      1201.971  (meters)    3943.47   (feet)  ADJUSTED  
 LS0318  ___________________________________________________________________
 LS0318  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 LS0318  DYNAMIC HT  -        1201.009 (meters)    3940.31  (feet)  COMP
 LS0318  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 LS0318
 LS0318  VERT ORDER  -  SECOND    CLASS 0
 LS0318
 LS0318.The horizontal coordinates were scaled from a topographic map and have
 LS0318.an estimated accuracy of +/- 6 seconds.
 LS0318
 LS0318.The orthometric height was determined by differential leveling
 LS0318.and adjusted by the National Geodetic Survey in June 1991..
 LS0318
 LS0318.The geoid height was determined by GEOID03.
 LS0318
 LS0318.The dynamic height is computed by dividing the NAVD 88
 LS0318.geopotential number by the normal gravity value computed on the
 LS0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0318.degrees latitude (g = 980.6199 gals.).
 LS0318
 LS0318.The modeled gravity was interpolated from observed gravity values.
 LS0318
 LS0318;                    North         East    Units  Estimated Accuracy
 LS0318;SPC NV W     - 4,595,690.      805,870.      MT  (+/- 180 meters Scaled)
 LS0318
 LS0318                          SUPERSEDED SURVEY CONTROL
 LS0318
 LS0318  NGVD 29 (??/??/92) 1201.044  (m)         3940.43   (f) ADJ UNCH    2 0
 LS0318
 LS0318.Superseded values are not recommended for survey control.
 LS0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0318.See file dsdata.txt to determine how the superseded data were derived.
 LS0318
 LS0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE709419(NAD 83)
 LS0318_MARKER: DB = BENCH MARK DISK
 LS0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0318_STAMPING: 14 - 1
 LS0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0318+STABILITY: SURFACE MOTION
 LS0318
 LS0318  HISTORY     - Date     Condition        Report By
 LS0318  HISTORY     - UNK      MONUMENTED       CGS
 LS0318  HISTORY     - 1951     GOOD             NGS
 LS0318
 LS0318                          STATION DESCRIPTION
 LS0318
 LS0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0318'4.95 MI SW FROM LOVELOCK.
 LS0318'4.2 MILES SOUTHWEST ALONG THE TRACKS FROM THE SOUTHERN PACIFIC COMPANY
 LS0318'RAILROAD STATION AT LOVELOCK, THENCE 0.75 MILE SOUTH ALONG LOWER
 LS0318'VALLEY ROAD, 0.3 MILE SOUTH OF A TELEPHONE LINE CROSSING THE ROAD, 0.2
 LS0318'MILE NORTH OF A ROAD INTERSECTION, 31 FEET WEST OF THE CENTER LINE OF
 LS0318'LOWER VALLEY ROAD, 2.4 FEET EAST OF A NORTH AND SOUTH FENCE LINE, 1.8
 LS0318'FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD,
 LS0318'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 LS0318'GROUND.  NOTE-- THE CONCRETE POST WAS BROKEN OFF AROUND THE DISK AND A
 LS0318'NEW CONCRETE POURING WAS PLACED AROUND THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0753 ***********************************************************************
 GS0753  DESIGNATION -  14 A HN
 GS0753  PID         -  GS0753
 GS0753  STATE/COUNTY-  NV/NYE
 GS0753  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0753
 GS0753                         *CURRENT SURVEY CONTROL
 GS0753  ___________________________________________________________________
 GS0753* NAD 83(1986)-  36 40 29.     (N)    116 07 59.     (W)     SCALED    
 GS0753* NAVD 88     -      1100.766  (meters)    3611.43   (feet)  ADJUSTED  
 GS0753  ___________________________________________________________________
 GS0753  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 GS0753  DYNAMIC HT  -        1099.595 (meters)    3607.59  (feet)  COMP
 GS0753  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 GS0753
 GS0753  VERT ORDER  -  FIRST     CLASS I
 GS0753
 GS0753.The horizontal coordinates were scaled from a topographic map and have
 GS0753.an estimated accuracy of +/- 6 seconds.
 GS0753
 GS0753.The orthometric height was determined by differential leveling
 GS0753.and adjusted by the National Geodetic Survey in May 2004..
 GS0753
 GS0753.The geoid height was determined by GEOID03.
 GS0753
 GS0753.The dynamic height is computed by dividing the NAVD 88
 GS0753.geopotential number by the normal gravity value computed on the
 GS0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0753.degrees latitude (g = 980.6199 gals.).
 GS0753
 GS0753.The modeled gravity was interpolated from observed gravity values.
 GS0753
 GS0753;                    North         East    Units  Estimated Accuracy
 GS0753;SPC NV C     - 6,213,670.      547,700.      MT  (+/- 180 meters Scaled)
 GS0753
 GS0753                          SUPERSEDED SURVEY CONTROL
 GS0753
 GS0753  NAVD 88 (??/??/92) 1100.775  (m)         3611.46   (f) UNKNOWN     3 0
 GS0753  NGVD 29 (05/01/91) 1099.916  (m)         3608.64   (f) ADJUSTED    1 1
 GS0753
 GS0753.Superseded values are not recommended for survey control.
 GS0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0753.See file dsdata.txt to determine how the superseded data were derived.
 GS0753
 GS0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA774591(NAD 83)
 GS0753_MARKER: DD = SURVEY DISK
 GS0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0753_SP_SET: CONCRETE POST
 GS0753_STAMPING: H-N BM 14A 1956 3608.64
 GS0753_MARK LOGO: AEC   
 GS0753_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0753+STABILITY: SURFACE MOTION
 GS0753
 GS0753  HISTORY     - Date     Condition        Report By
 GS0753  HISTORY     - 1956     MONUMENTED       AEC
 GS0753  HISTORY     - 1986     GOOD             USGS
 GS0753  HISTORY     - 1988     GOOD             USGS
 GS0753  HISTORY     - 19910620 GOOD             USGS
 GS0753  HISTORY     - 19930330 GOOD             USGS
 GS0753  HISTORY     - 19950331 GOOD             USGS
 GS0753
 GS0753                          STATION DESCRIPTION
 GS0753
 GS0753'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0753'14.1 KM (8.75 MI) NW FROM MERCURY.
 GS0753'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0753'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0753'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 8.75 MILES, 199 FEET NORTH
 GS0753'OF THE HIGHWAY.
 GS0753'THE MARK IS 2 FT  S FROM  A WITNESS POST
 GS0753
 GS0753                          STATION RECOVERY (1988)
 GS0753
 GS0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0753'RECOVERED IN GOOD CONDITION.
 GS0753
 GS0753                          STATION RECOVERY (1991)
 GS0753
 GS0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0753'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0753'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0753'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 8.75 MILES, 199 FEET NORTH
 GS0753'OF THE HIGHWAY.
 GS0753
 GS0753                          STATION RECOVERY (1993)
 GS0753
 GS0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0753'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0753'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0753'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 8.75 MILES
 GS0753'(14.08 KM), 199 FEET (60.7 M) NORTH OF THE HIGHWAY.
 GS0753
 GS0753                          STATION RECOVERY (1995)
 GS0753
 GS0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0753'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3451 ***********************************************************************
 AA3451  CBN         -  This is a Cooperative Base Network Control Station.
 AA3451  DESIGNATION -  14 AAR
 AA3451  PID         -  AA3451
 AA3451  STATE/COUNTY-  NV/NYE
 AA3451  USGS QUAD   -  CORCORAN CANYON (1971)
 AA3451
 AA3451                         *CURRENT SURVEY CONTROL
 AA3451  ___________________________________________________________________
 AA3451* NAD 83(1999)-  38 43 59.79632(N)    116 46 34.92259(W)     ADJUSTED  
 AA3451* NAVD 88     -      2126.8    (meters)    6978.     (feet)  GPS OBS   
 AA3451  ___________________________________________________________________
 AA3451  EPOCH DATE  -        1999.37
 AA3451  X           -  -2,245,135.384 (meters)                     COMP
 AA3451  Y           -  -4,449,171.609 (meters)                     COMP
 AA3451  Z           -   3,970,579.152 (meters)                     COMP
 AA3451  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AA3451  ELLIP HEIGHT-        2104.06  (meters)          (10/30/00) GPS OBS
 AA3451  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AA3451
 AA3451  HORZ ORDER  -  B
 AA3451  ELLP ORDER  -  FOURTH    CLASS II
 AA3451
 AA3451.The horizontal coordinates were established by GPS observations
 AA3451.and adjusted by the National Geodetic Survey in October 2000..
 AA3451.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3451.DATUM ITEM on the data sheet items page.
 AA3451.The horizontal coordinates are valid at the epoch date displayed above.
 AA3451.The epoch date for horizontal control is a decimal equivalence
 AA3451.of Year/Month/Day.
 AA3451
 AA3451.The orthometric height was determined by GPS observations and a
 AA3451.high-resolution geoid model.
 AA3451
 AA3451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3451
 AA3451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3451
 AA3451.The ellipsoidal height was determined by GPS observations
 AA3451.and is referenced to NAD 83.
 AA3451
 AA3451.The geoid height was determined by GEOID03.
 AA3451
 AA3451;                    North         East     Units Scale Factor Converg.
 AA3451;SPC NV C     - 6,441,997.433   490,462.399   MT  0.99990112   -0 04 07.1
 AA3451;SPC NV C     -21,135,119.91  1,609,125.39   sFT  0.99990112   -0 04 07.1
 AA3451;UTM  11      - 4,287,202.431   519,437.244   MT  0.99960465   +0 08 23.7
 AA3451
 AA3451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3451!SPC NV C     -   0.99966998  x   0.99990112  =   0.99957113
 AA3451!UTM  11      -   0.99966998  x   0.99960465  =   0.99927476
 AA3451
 AA3451                          SUPERSEDED SURVEY CONTROL
 AA3451
 AA3451  NAD 83(1994)-  38 43 59.79480(N)    116 46 34.92021(W) AD(       ) B
 AA3451  ELLIP H (03/30/95) 2104.11   (m)                       GP(       ) 4 1
 AA3451
 AA3451.Superseded values are not recommended for survey control.
 AA3451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3451.See file dsdata.txt to determine how the superseded data were derived.
 AA3451
 AA3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC1943787202(NAD 83)
 AA3451_MARKER: DV = VERTICAL CONTROL DISK
 AA3451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3451_STAMPING: 14 AAR 1960
 AA3451_MARK LOGO: USGS  
 AA3451_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3451+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2004
 AA3451
 AA3451  HISTORY     - Date     Condition        Report By
 AA3451  HISTORY     - 1960     MONUMENTED       USGS
 AA3451  HISTORY     - 19940119 GOOD             NGS
 AA3451  HISTORY     - 20040629 GOOD             USDA
 AA3451
 AA3451                          STATION DESCRIPTION
 AA3451
 AA3451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 AA3451'NOT DESCRIBED
 AA3451
 AA3451                          STATION RECOVERY (2004)
 AA3451
 AA3451'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 2004 (LAB)
 AA3451'MARK FOUND IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0620 ***********************************************************************
 MU0620  DESIGNATION -  14 BKC
 MU0620  PID         -  MU0620
 MU0620  STATE/COUNTY-  NV/ELKO
 MU0620  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0620
 MU0620                         *CURRENT SURVEY CONTROL
 MU0620  ___________________________________________________________________
 MU0620* NAD 83(1986)-  41 32 45.     (N)    116 41 32.     (W)     SCALED    
 MU0620* NAVD 88     -      1654.111  (meters)    5426.86   (feet)  POSTED    
 MU0620  ___________________________________________________________________
 MU0620  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 MU0620  DYNAMIC HT  -        1652.860 (meters)    5422.76  (feet)  COMP
 MU0620  MODELED GRAV-     979,806.6   (mgal)                       NAVD 88
 MU0620
 MU0620  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0620
 MU0620.The horizontal coordinates were scaled from a topographic map and have
 MU0620.an estimated accuracy of +/- 6 seconds.
 MU0620
 MU0620.The orthometric height was determined by differential leveling
 MU0620.and adjusted by the National Geodetic Survey in 1992..
 MU0620.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0620.rate of 0.0 thru 1.0 mm/km.
 MU0620
 MU0620.The geoid height was determined by GEOID03.
 MU0620
 MU0620.The dynamic height is computed by dividing the NAVD 88
 MU0620.geopotential number by the normal gravity value computed on the
 MU0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0620.degrees latitude (g = 980.6199 gals.).
 MU0620
 MU0620.The modeled gravity was interpolated from observed gravity values.
 MU0620
 MU0620;                    North         East    Units  Estimated Accuracy
 MU0620;SPC NV E     - 8,754,850.      107,490.      MT  (+/- 180 meters Scaled)
 MU0620
 MU0620                          SUPERSEDED SURVEY CONTROL
 MU0620
 MU0620.No superseded survey control is available for this station.
 MU0620
 MU0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF256993(NAD 83)
 MU0620_MARKER: DD = SURVEY DISK
 MU0620_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0620_SP_SET: COPPER-CLAD STEEL ROD
 MU0620_STAMPING: 14 BKC 1973 5423
 MU0620_MARK LOGO: USGS  
 MU0620_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0620+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0620
 MU0620  HISTORY     - Date     Condition        Report By
 MU0620  HISTORY     - 1973     MONUMENTED       USGS
 MU0620
 MU0620                          STATION DESCRIPTION
 MU0620
 MU0620'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0620'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0620'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0620'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0620'ALONG ROAD, THENCE 0.9 MILES NORTH-NORTHWEST ALONG ROAD, 7.6 MILES
 MU0620'WEST AND 2.9 MILES NORTH OF WINTERS RANCH -STONE HOUSE-, 94 FEET
 MU0620'NORTHEAST OF THE CENTERLINE OF THE ROAD, 4 FEET EAST OF A ROCK MOUND,
 MU0620'SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0620'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0410 ***********************************************************************
 HP0410  DESIGNATION -  14 DOR
 HP0410  PID         -  HP0410
 HP0410  STATE/COUNTY-  NV/LINCOLN
 HP0410  USGS QUAD   -  WEEPAH SPRING (1970)
 HP0410
 HP0410                         *CURRENT SURVEY CONTROL
 HP0410  ___________________________________________________________________
 HP0410* NAD 83(1986)-  37 53 10.     (N)    115 00 31.     (W)     SCALED    
 HP0410* NAVD 88     -      1420.155  (meters)    4659.29   (feet)  ADJUSTED  
 HP0410  ___________________________________________________________________
 HP0410  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 HP0410  DYNAMIC HT  -        1418.631 (meters)    4654.29  (feet)  COMP
 HP0410  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 HP0410
 HP0410  VERT ORDER  -  SECOND    CLASS 0
 HP0410
 HP0410.The horizontal coordinates were scaled from a topographic map and have
 HP0410.an estimated accuracy of +/- 6 seconds.
 HP0410
 HP0410.The orthometric height was determined by differential leveling
 HP0410.and adjusted by the National Geodetic Survey in June 1991..
 HP0410
 HP0410.The geoid height was determined by GEOID03.
 HP0410
 HP0410.The dynamic height is computed by dividing the NAVD 88
 HP0410.geopotential number by the normal gravity value computed on the
 HP0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0410.degrees latitude (g = 980.6199 gals.).
 HP0410
 HP0410.The modeled gravity was interpolated from observed gravity values.
 HP0410
 HP0410;                    North         East    Units  Estimated Accuracy
 HP0410;SPC NV E     - 8,348,120.      250,550.      MT  (+/- 180 meters Scaled)
 HP0410
 HP0410                          SUPERSEDED SURVEY CONTROL
 HP0410
 HP0410.No superseded survey control is available for this station.
 HP0410
 HP0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB751950(NAD 83)
 HP0410_MARKER: DD = SURVEY DISK
 HP0410_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0410_SP_SET: COPPER-CLAD STEEL ROD
 HP0410_STAMPING: 14 DOR 1968 4656
 HP0410_MARK LOGO: USGS  
 HP0410_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0410+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0410
 HP0410  HISTORY     - Date     Condition        Report By
 HP0410  HISTORY     - 1968     MONUMENTED       USGS
 HP0410
 HP0410                          STATION DESCRIPTION
 HP0410
 HP0410'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0410'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 26.5 MILES NORTHEAST
 HP0410'ALONG HIGHWAY 38, TO A ROCKY EAST SLOPE, 100 FEET WEST OF THE NEW ROAD
 HP0410'CENTERLINE AT STATION -A 1584-, 52 FEET WEST AND 3 FEET HIGHER THAN
 HP0410'THE ROAD, 2 FEET EAST OF A WITNESS SIGN, SET ON A COPPER-COATED ROD
 HP0410'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0502 ***********************************************************************
 HP0502  DESIGNATION -  14 DOR
 HP0502  PID         -  HP0502
 HP0502  STATE/COUNTY-  NV/LINCOLN
 HP0502  USGS QUAD   -  UVADA (1972)
 HP0502
 HP0502                         *CURRENT SURVEY CONTROL
 HP0502  ___________________________________________________________________
 HP0502* NAD 83(1986)-  37 42 31.     (N)    114 03 38.     (W)     SCALED    
 HP0502* NAVD 88     -      1735.351  (meters)    5693.40   (feet)  POSTED    
 HP0502  ___________________________________________________________________
 HP0502  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 HP0502  DYNAMIC HT  -        1733.350 (meters)    5686.83  (feet)  COMP
 HP0502  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 HP0502
 HP0502  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0502
 HP0502.The horizontal coordinates were scaled from a topographic map and have
 HP0502.an estimated accuracy of +/- 6 seconds.
 HP0502
 HP0502.The orthometric height was determined by differential leveling
 HP0502.and adjusted by the National Geodetic Survey in 1992..
 HP0502.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0502.rate of 0.0 thru 1.0 mm/km.
 HP0502
 HP0502.The geoid height was determined by GEOID03.
 HP0502
 HP0502.The dynamic height is computed by dividing the NAVD 88
 HP0502.geopotential number by the normal gravity value computed on the
 HP0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0502.degrees latitude (g = 980.6199 gals.).
 HP0502
 HP0502.The modeled gravity was interpolated from observed gravity values.
 HP0502
 HP0502;                    North         East    Units  Estimated Accuracy
 HP0502;SPC NV E     - 8,329,360.      334,270.      MT  (+/- 180 meters Scaled)
 HP0502
 HP0502                          SUPERSEDED SURVEY CONTROL
 HP0502
 HP0502.No superseded survey control is available for this station.
 HP0502
 HP0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB591775(NAD 83)
 HP0502_MARKER: DD = SURVEY DISK
 HP0502_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0502_SP_SET: COPPER-CLAD STEEL ROD
 HP0502_STAMPING: 14 DOR 1972 5689
 HP0502_MARK LOGO: USGS  
 HP0502_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0502+SATELLITE: SATELLITE OBSERVATIONS - 1972
 HP0502
 HP0502  HISTORY     - Date     Condition        Report By
 HP0502  HISTORY     - 1972     MONUMENTED       USGS
 HP0502
 HP0502                          STATION DESCRIPTION
 HP0502
 HP0502'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HP0502'FROM UVADA, PROCEED 1.1 MILES SOUTHWEST ALONG THE RAILROAD, 108 FEET
 HP0502'NORTHWEST AND 4.5 FEET LOWER THAN THE TRACKS, 14 FEET SOUTHWEST OF A
 HP0502'TELEPHONE POLE (MILEPOST 500), 1 FOOT SOUTHEAST OF A WITNESS SIGN,
 HP0502'ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY A FIBER
 HP0502'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0563 ***********************************************************************
 JP0563  DESIGNATION -  14 DOR
 JP0563  PID         -  JP0563
 JP0563  STATE/COUNTY-  NV/LINCOLN
 JP0563  USGS QUAD   -  SHINGLE PASS SE (1980)
 JP0563
 JP0563                         *CURRENT SURVEY CONTROL
 JP0563  ___________________________________________________________________
 JP0563* NAD 83(1986)-  38 31 46.     (N)    114 46 59.     (W)     SCALED    
 JP0563* NAVD 88     -      1874.516  (meters)    6149.97   (feet)  ADJUSTED  
 JP0563  ___________________________________________________________________
 JP0563  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 JP0563  DYNAMIC HT  -        1872.456 (meters)    6143.22  (feet)  COMP
 JP0563  MODELED GRAV-     979,462.8   (mgal)                       NAVD 88
 JP0563
 JP0563  VERT ORDER  -  SECOND    CLASS 0
 JP0563
 JP0563.The horizontal coordinates were scaled from a topographic map and have
 JP0563.an estimated accuracy of +/- 6 seconds.
 JP0563
 JP0563.The orthometric height was determined by differential leveling
 JP0563.and adjusted by the National Geodetic Survey in August 1995..
 JP0563
 JP0563.The geoid height was determined by GEOID03.
 JP0563
 JP0563.The dynamic height is computed by dividing the NAVD 88
 JP0563.geopotential number by the normal gravity value computed on the
 JP0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0563.degrees latitude (g = 980.6199 gals.).
 JP0563
 JP0563.The modeled gravity was interpolated from observed gravity values.
 JP0563
 JP0563;                    North         East    Units  Estimated Accuracy
 JP0563;SPC NV E     - 8,419,670.      269,780.      MT  (+/- 180 meters Scaled)
 JP0563
 JP0563                          SUPERSEDED SURVEY CONTROL
 JP0563
 JP0563.No superseded survey control is available for this station.
 JP0563
 JP0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC932668(NAD 83)
 JP0563_MARKER: DD = SURVEY DISK
 JP0563_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0563_SP_SET: COPPER-CLAD STEEL ROD
 JP0563_STAMPING: 14 DOR 1971 6146
 JP0563_MARK LOGO: USGS  
 JP0563_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0563
 JP0563  HISTORY     - Date     Condition        Report By
 JP0563  HISTORY     - 1971     MONUMENTED       USGS
 JP0563
 JP0563                          STATION DESCRIPTION
 JP0563
 JP0563'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0563'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0563'HIGHWAY 93 TO A T-ROAD WEST, THENCE 8.5 MILES WEST TO A GATE AND A
 JP0563'ROAD SOUTH, THENCE 3.9 MILES SOUTH, 50 FEET NORTH OF THE JUNCTION OF
 JP0563'A T-ROAD SOUTHEAST, 35 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 JP0563'2 FEET SOUTHWEST OF A WITNESS POST, ON A 5/8 INCH COPPER COATED ROD
 JP0563'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0578 ***********************************************************************
 JP0578  DESIGNATION -  14 DOR
 JP0578  PID         -  JP0578
 JP0578  STATE/COUNTY-  NV/WHITE PINE
 JP0578  USGS QUAD   -  WHITE ROCK CREEK (1973)
 JP0578
 JP0578                         *CURRENT SURVEY CONTROL
 JP0578  ___________________________________________________________________
 JP0578* NAD 83(1986)-  38 59 18.     (N)    114 46 01.     (W)     SCALED    
 JP0578* NAVD 88     -      2088.040  (meters)    6850.51   (feet)  ADJUSTED  
 JP0578  ___________________________________________________________________
 JP0578  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 JP0578  DYNAMIC HT  -        2085.693 (meters)    6842.81  (feet)  COMP
 JP0578  MODELED GRAV-     979,429.1   (mgal)                       NAVD 88
 JP0578
 JP0578  VERT ORDER  -  SECOND    CLASS 0
 JP0578
 JP0578.The horizontal coordinates were scaled from a topographic map and have
 JP0578.an estimated accuracy of +/- 6 seconds.
 JP0578
 JP0578.The orthometric height was determined by differential leveling
 JP0578.and adjusted by the National Geodetic Survey in August 1995..
 JP0578
 JP0578.The geoid height was determined by GEOID03.
 JP0578
 JP0578.The dynamic height is computed by dividing the NAVD 88
 JP0578.geopotential number by the normal gravity value computed on the
 JP0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0578.degrees latitude (g = 980.6199 gals.).
 JP0578
 JP0578.The modeled gravity was interpolated from observed gravity values.
 JP0578
 JP0578;                    North         East    Units  Estimated Accuracy
 JP0578;SPC NV E     - 8,470,620.      270,730.      MT  (+/- 180 meters Scaled)
 JP0578
 JP0578                          SUPERSEDED SURVEY CONTROL
 JP0578
 JP0578.No superseded survey control is available for this station.
 JP0578
 JP0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD934178(NAD 83)
 JP0578_MARKER: DD = SURVEY DISK
 JP0578_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0578_SP_SET: COPPER-CLAD STEEL ROD
 JP0578_STAMPING: 14 DOR 1973 6846
 JP0578_MARK LOGO: USGS  
 JP0578_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0578
 JP0578  HISTORY     - Date     Condition        Report By
 JP0578  HISTORY     - 1973     MONUMENTED       USGS
 JP0578
 JP0578                          STATION DESCRIPTION
 JP0578
 JP0578'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0578'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 16.5 MILES
 JP0578'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 4.2 MILES
 JP0578'SOUTH TO A Y-ROAD SOUTHWEST, THENCE 0.8 MILE SOUTHWEST, 15 FEET
 JP0578'NORTHWEST OF THE CENTERLINE OF THE ROAD, 0.5 FOOT SOUTHEAST OF A
 JP0578'FENCE,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED
 JP0578'IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0543 ***********************************************************************
 MU0543  DESIGNATION -  14 FMK
 MU0543  PID         -  MU0543
 MU0543  STATE/COUNTY-  NV/ELKO
 MU0543  USGS QUAD   -  SCRAPER SPRINGS (1977)
 MU0543
 MU0543                         *CURRENT SURVEY CONTROL
 MU0543  ___________________________________________________________________
 MU0543* NAD 83(1986)-  41 19 23.     (N)    116 39 57.     (W)     SCALED    
 MU0543* NAVD 88     -      1689.093  (meters)    5541.63   (feet)  POSTED    
 MU0543  ___________________________________________________________________
 MU0543  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 MU0543  DYNAMIC HT  -        1687.760 (meters)    5537.26  (feet)  COMP
 MU0543  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 MU0543
 MU0543  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0543
 MU0543.The horizontal coordinates were scaled from a topographic map and have
 MU0543.an estimated accuracy of +/- 6 seconds.
 MU0543
 MU0543.The orthometric height was determined by differential leveling
 MU0543.and adjusted by the National Geodetic Survey in 1992..
 MU0543.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0543.rate of 0.0 thru 1.0 mm/km.
 MU0543
 MU0543.The geoid height was determined by GEOID03.
 MU0543
 MU0543.The dynamic height is computed by dividing the NAVD 88
 MU0543.geopotential number by the normal gravity value computed on the
 MU0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0543.degrees latitude (g = 980.6199 gals.).
 MU0543
 MU0543.The modeled gravity was interpolated from observed gravity values.
 MU0543
 MU0543;                    North         East    Units  Estimated Accuracy
 MU0543;SPC NV E     - 8,730,090.      109,380.      MT  (+/- 180 meters Scaled)
 MU0543
 MU0543                          SUPERSEDED SURVEY CONTROL
 MU0543
 MU0543.No superseded survey control is available for this station.
 MU0543
 MU0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF279746(NAD 83)
 MU0543_MARKER: DD = SURVEY DISK
 MU0543_SETTING: 66 = SET IN ROCK OUTCROP
 MU0543_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0543_STAMPING: 14 FMK 1973 5538
 MU0543_MARK LOGO: USGS  
 MU0543_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0543+STABILITY: POSITION/ELEVATION WELL
 MU0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0543+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0543
 MU0543  HISTORY     - Date     Condition        Report By
 MU0543  HISTORY     - 1973     MONUMENTED       USGS
 MU0543
 MU0543                          STATION DESCRIPTION
 MU0543
 MU0543'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0543'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0543'MILES EAST ALONG GRAVEL ROAD, THENCE 8.7 MILES NORTH ALONG DIRT ROAD,
 MU0543'72 FEET EAST OF THE CENTERLINE OF THE ROAD, 32 FEET EAST OF A CAIRN, 9
 MU0543'FEET WEST OF THE CENTERLINE OF A CREEK, SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1465 ***********************************************************************
 KR1465  DESIGNATION -  14 HJH
 KR1465  PID         -  KR1465
 KR1465  STATE/COUNTY-  NV/WASHOE
 KR1465  USGS QUAD   -  NIXON NW (1985)
 KR1465
 KR1465                         *CURRENT SURVEY CONTROL
 KR1465  ___________________________________________________________________
 KR1465* NAD 83(1986)-  39 57 45.     (N)    119 23 02.     (W)     SCALED    
 KR1465* NAVD 88     -      1195.790  (meters)    3923.19   (feet)  ADJUSTED  
 KR1465  ___________________________________________________________________
 KR1465  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 KR1465  DYNAMIC HT  -        1194.804 (meters)    3919.95  (feet)  COMP
 KR1465  MODELED GRAV-     979,760.1   (mgal)                       NAVD 88
 KR1465
 KR1465  VERT ORDER  -  SECOND    CLASS 0
 KR1465
 KR1465.The horizontal coordinates were scaled from a topographic map and have
 KR1465.an estimated accuracy of +/- 6 seconds.
 KR1465
 KR1465.The orthometric height was determined by differential leveling
 KR1465.and adjusted by the National Geodetic Survey in June 1991..
 KR1465
 KR1465.The geoid height was determined by GEOID03.
 KR1465
 KR1465.The dynamic height is computed by dividing the NAVD 88
 KR1465.geopotential number by the normal gravity value computed on the
 KR1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1465.degrees latitude (g = 980.6199 gals.).
 KR1465
 KR1465.The modeled gravity was interpolated from observed gravity values.
 KR1465
 KR1465;                    North         East    Units  Estimated Accuracy
 KR1465;SPC NV W     - 4,578,760.      731,610.      MT  (+/- 180 meters Scaled)
 KR1465
 KR1465                          SUPERSEDED SURVEY CONTROL
 KR1465
 KR1465  NGVD 29 (??/??/92) 1194.804  (m)         3919.95   (f) ADJ UNCH    2 0
 KR1465
 KR1465.Superseded values are not recommended for survey control.
 KR1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1465.See file dsdata.txt to determine how the superseded data were derived.
 KR1465
 KR1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE963263(NAD 83)
 KR1465_MARKER: DB = BENCH MARK DISK
 KR1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1465_SP_SET: CONCRETE POST
 KR1465_STAMPING: 14 HJH 1962 3920
 KR1465_MARK LOGO: USGS  
 KR1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1465+STABILITY: SURFACE MOTION
 KR1465
 KR1465  HISTORY     - Date     Condition        Report By
 KR1465  HISTORY     - 1962     MONUMENTED       USGS
 KR1465
 KR1465                          STATION DESCRIPTION
 KR1465
 KR1465'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1465'16.6 KM (10.30 MI) NORTH FROM NIXON.
 KR1465'10.3 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34 ON A NORTH SLOPE,
 KR1465'100FEET NORTH OF A SMALL BOX CULVERT, AND 47 FEET WEST OF THE HIGHWAY
 KR1465'CENTERLINE.
 KR1465'THE MARK IS 3 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0468 ***********************************************************************
 MV0468  DESIGNATION -  14 LRC
 MV0468  PID         -  MV0468
 MV0468  STATE/COUNTY-  NV/HUMBOLDT
 MV0468  USGS QUAD   -  PINTO MOUNTAIN (1972)
 MV0468
 MV0468                         *CURRENT SURVEY CONTROL
 MV0468  ___________________________________________________________________
 MV0468* NAD 83(1986)-  41 22 00.     (N)    118 51 58.     (W)     SCALED    
 MV0468* NAVD 88     -      1239.032  (meters)    4065.06   (feet)  ADJUSTED  
 MV0468  ___________________________________________________________________
 MV0468  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 MV0468  DYNAMIC HT  -        1238.183 (meters)    4062.27  (feet)  COMP
 MV0468  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 MV0468
 MV0468  VERT ORDER  -  SECOND    CLASS 0
 MV0468
 MV0468.The horizontal coordinates were scaled from a topographic map and have
 MV0468.an estimated accuracy of +/- 6 seconds.
 MV0468
 MV0468.The orthometric height was determined by differential leveling
 MV0468.and adjusted by the National Geodetic Survey in June 1991..
 MV0468
 MV0468.The geoid height was determined by GEOID03.
 MV0468
 MV0468.The dynamic height is computed by dividing the NAVD 88
 MV0468.geopotential number by the normal gravity value computed on the
 MV0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0468.degrees latitude (g = 980.6199 gals.).
 MV0468
 MV0468.The modeled gravity was interpolated from observed gravity values.
 MV0468
 MV0468;                    North         East    Units  Estimated Accuracy
 MV0468;SPC NV W     - 4,734,400.      776,340.      MT  (+/- 180 meters Scaled)
 MV0468
 MV0468                          SUPERSEDED SURVEY CONTROL
 MV0468
 MV0468.No superseded survey control is available for this station.
 MV0468
 MV0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF439811(NAD 83)
 MV0468_MARKER: DD = SURVEY DISK
 MV0468_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0468_SP_SET: COPPER-CLAD STEEL ROD
 MV0468_STAMPING: 14 LRC 1972 4062
 MV0468_MARK LOGO: USGS  
 MV0468_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0468+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0468
 MV0468  HISTORY     - Date     Condition        Report By
 MV0468  HISTORY     - 1972     MONUMENTED       USGS
 MV0468
 MV0468                          STATION DESCRIPTION
 MV0468
 MV0468'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0468'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0468'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0468'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0468'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0468'ALONG TRACK ROAD, THENCE 6.8 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0468'TOWARD PAHUTE MEADOW RANCH TO A T-ROAD EAST AND NORTH OF A WINDMILL,
 MV0468'14.3 MILES SOUTH OF LEONARD CREEK RANCH, 2.0 MILES SOUTH OF BATTLE
 MV0468'CREEK RANCH, 82 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND AT A
 MV0468'JUNCTION OF A T-ROAD, 2 FEET NORTHEAST OF A WITNESS POST, ENCASED IN A
 MV0468'DRAINPIPE CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0441 ***********************************************************************
 HP0441  DESIGNATION -  14 LRC
 HP0441  PID         -  HP0441
 HP0441  STATE/COUNTY-  NV/LINCOLN
 HP0441  USGS QUAD   -  BLUE NOSE PEAK (1973)
 HP0441
 HP0441                         *CURRENT SURVEY CONTROL
 HP0441  ___________________________________________________________________
 HP0441* NAD 83(1986)-  37 10 20.     (N)    114 15 37.     (W)     SCALED    
 HP0441* NAVD 88     -      1129.916  (meters)    3707.07   (feet)  POSTED    
 HP0441  ___________________________________________________________________
 HP0441  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 HP0441  DYNAMIC HT  -        1128.740 (meters)    3703.21  (feet)  COMP
 HP0441  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 HP0441
 HP0441  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0441
 HP0441.The horizontal coordinates were scaled from a topographic map and have
 HP0441.an estimated accuracy of +/- 6 seconds.
 HP0441
 HP0441.The orthometric height was determined by differential leveling
 HP0441.and adjusted by the National Geodetic Survey in 1992..
 HP0441.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0441.rate of 1.1 thru 2.0 mm/km.
 HP0441
 HP0441.The geoid height was determined by GEOID03.
 HP0441
 HP0441.The dynamic height is computed by dividing the NAVD 88
 HP0441.geopotential number by the normal gravity value computed on the
 HP0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0441.degrees latitude (g = 980.6199 gals.).
 HP0441
 HP0441.The modeled gravity was interpolated from observed gravity values.
 HP0441
 HP0441;                    North         East    Units  Estimated Accuracy
 HP0441;SPC NV E     - 8,269,560.      317,490.      MT  (+/- 180 meters Scaled)
 HP0441
 HP0441                          SUPERSEDED SURVEY CONTROL
 HP0441
 HP0441.No superseded survey control is available for this station.
 HP0441
 HP0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB432174(NAD 83)
 HP0441_MARKER: DD = SURVEY DISK
 HP0441_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0441_SP_SET: COPPER-CLAD STEEL ROD
 HP0441_STAMPING: 14 LRC 1973 3705
 HP0441_MARK LOGO: USGS  
 HP0441_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0441+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0441
 HP0441  HISTORY     - Date     Condition        Report By
 HP0441  HISTORY     - 1973     MONUMENTED       USGS
 HP0441
 HP0441                          STATION DESCRIPTION
 HP0441
 HP0441'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0441'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0441'MILES NORTH ALONG A GRAVEL ROAD TO A Y-ROAD, AT THE MOUTH OF A LARGE
 HP0441'DRAIN, THENCE 13.4 MILES EASTERLY ALONG THE BLM ROAD TOWARD BEAVER
 HP0441'DAM WASH TO A PROMINENT Y-ROAD FORK, ABOUT 130 FEET EAST-NORTHEAST OF
 HP0441'A TRIANGLE FORMED BY A JUNCTION, 54 FEET SOUTHEAST OF THE CENTER OF A
 HP0441'ROAD NORTHEAST, 48 FEET NORTHWEST OF CENTER OF A MAIN ROAD, ON A 5/8
 HP0441'INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND
 HP0441'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0458 ***********************************************************************
 HP0458  DESIGNATION -  14 NAW
 HP0458  PID         -  HP0458
 HP0458  STATE/COUNTY-  NV/LINCOLN
 HP0458  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0458
 HP0458                         *CURRENT SURVEY CONTROL
 HP0458  ___________________________________________________________________
 HP0458* NAD 83(1986)-  37 11 23.     (N)    114 28 13.     (W)     SCALED    
 HP0458* NAVD 88     -       833.337  (meters)    2734.04   (feet)  POSTED    
 HP0458  ___________________________________________________________________
 HP0458  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 HP0458  DYNAMIC HT  -         832.500 (meters)    2731.29  (feet)  COMP
 HP0458  MODELED GRAV-     979,597.2   (mgal)                       NAVD 88
 HP0458
 HP0458  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0458
 HP0458.The horizontal coordinates were scaled from a topographic map and have
 HP0458.an estimated accuracy of +/- 6 seconds.
 HP0458
 HP0458.The orthometric height was determined by differential leveling
 HP0458.and adjusted by the National Geodetic Survey in 1992..
 HP0458.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0458.rate of 1.1 thru 2.0 mm/km.
 HP0458
 HP0458.The geoid height was determined by GEOID03.
 HP0458
 HP0458.The dynamic height is computed by dividing the NAVD 88
 HP0458.geopotential number by the normal gravity value computed on the
 HP0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0458.degrees latitude (g = 980.6199 gals.).
 HP0458
 HP0458.The modeled gravity was interpolated from observed gravity values.
 HP0458
 HP0458;                    North         East    Units  Estimated Accuracy
 HP0458;SPC NV E     - 8,271,260.      298,820.      MT  (+/- 180 meters Scaled)
 HP0458
 HP0458                          SUPERSEDED SURVEY CONTROL
 HP0458
 HP0458  NGVD 29 (??/??/92)  832.52   (m)         2731.4    (f) COMPUTED    2 0
 HP0458
 HP0458.Superseded values are not recommended for survey control.
 HP0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0458.See file dsdata.txt to determine how the superseded data were derived.
 HP0458
 HP0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB245189(NAD 83)
 HP0458_MARKER: DD = SURVEY DISK
 HP0458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0458_SP_SET: COPPER-CLAD STEEL ROD
 HP0458_STAMPING: 14 NAW
 HP0458_MARK LOGO: USGS  
 HP0458_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0458+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1973
 HP0458
 HP0458  HISTORY     - Date     Condition        Report By
 HP0458  HISTORY     - 1969     MONUMENTED       USGS
 HP0458  HISTORY     - 19730330 GOOD             USGS
 HP0458
 HP0458                          STATION DESCRIPTION
 HP0458
 HP0458'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0458'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 5.7
 HP0458'MILES NORTH ALONG A GRAVEL ROAD TOWARD LEITH, 50 FEET EAST OF THE
 HP0458'ROAD, NEAR A WITNESS POST, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO
 HP0458'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0652 ***********************************************************************
 GS0652  DESIGNATION -  14 TJS
 GS0652  PID         -  GS0652
 GS0652  STATE/COUNTY-  NV/NYE
 GS0652  USGS QUAD   -  CRATER FLAT (1986)
 GS0652
 GS0652                         *CURRENT SURVEY CONTROL
 GS0652  ___________________________________________________________________
 GS0652* NAD 83(1986)-  36 47 52.     (N)    116 32 21.     (W)     SCALED    
 GS0652* NAVD 88     -       991.517  (meters)    3253.00   (feet)  ADJUSTED  
 GS0652  ___________________________________________________________________
 GS0652  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 GS0652  DYNAMIC HT  -         990.437 (meters)    3249.46  (feet)  COMP
 GS0652  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 GS0652
 GS0652  VERT ORDER  -  FIRST     CLASS I
 GS0652
 GS0652.The horizontal coordinates were scaled from a topographic map and have
 GS0652.an estimated accuracy of +/- 6 seconds.
 GS0652
 GS0652.The orthometric height was determined by differential leveling
 GS0652.and adjusted by the National Geodetic Survey in May 2004..
 GS0652
 GS0652.The geoid height was determined by GEOID03.
 GS0652
 GS0652.The dynamic height is computed by dividing the NAVD 88
 GS0652.geopotential number by the normal gravity value computed on the
 GS0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0652.degrees latitude (g = 980.6199 gals.).
 GS0652
 GS0652.The modeled gravity was interpolated from observed gravity values.
 GS0652
 GS0652;                    North         East    Units  Estimated Accuracy
 GS0652;SPC NV C     - 6,227,200.      511,380.      MT  (+/- 180 meters Scaled)
 GS0652
 GS0652                          SUPERSEDED SURVEY CONTROL
 GS0652
 GS0652  NAVD 88 (??/??/92)  991.518  (m)         3253.01   (f) UNKNOWN     3 0
 GS0652  NGVD 29 (05/01/91)  990.599  (m)         3249.99   (f) ADJUSTED    1 1
 GS0652
 GS0652.Superseded values are not recommended for survey control.
 GS0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0652.See file dsdata.txt to determine how the superseded data were derived.
 GS0652
 GS0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA411725(NAD 83)
 GS0652_MARKER: DB = BENCH MARK DISK
 GS0652_SETTING: 0 = UNSPECIFIED SETTING
 GS0652_STAMPING: 14 TJS 1983
 GS0652_MARK LOGO: USGS  
 GS0652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0652
 GS0652  HISTORY     - Date     Condition        Report By
 GS0652  HISTORY     - 1983     MONUMENTED       USGS
 GS0652  HISTORY     - 1986     GOOD             USGS
 GS0652  HISTORY     - 1988     GOOD             USGS
 GS0652  HISTORY     - 19910124 GOOD             USGS
 GS0652  HISTORY     - 19921215 GOOD             USGS
 GS0652  HISTORY     - 19941223 GOOD             USGS
 GS0652
 GS0652                          STATION DESCRIPTION
 GS0652
 GS0652'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0652'37.9 KM (23.55 MI) ESE FROM BEATTY.
 GS0652'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0652'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0652'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0652'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0652'NORTHEASTERLY 0.75 MILES, 244 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GS0652'ROAD, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0652
 GS0652                          STATION RECOVERY (1986)
 GS0652
 GS0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0652'RECOVERED IN GOOD CONDITION.
 GS0652
 GS0652                          STATION RECOVERY (1988)
 GS0652
 GS0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0652'RECOVERED IN GOOD CONDITION.
 GS0652
 GS0652                          STATION RECOVERY (1991)
 GS0652
 GS0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0652'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0652'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0652'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0652'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0652'NORTHEASTERLY 0.75 MILE, 244 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GS0652'ROAD, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0652
 GS0652                          STATION RECOVERY (1992)
 GS0652
 GS0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0652'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0652'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0652'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0652'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0652'BEND IN THE ROAD, PROCEED NORTHEASTERLY 0.75 MILE (1.21 KM), 244
 GS0652'FEET (74.4 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 6 FEET
 GS0652'(1.8 M) SOUTH OF A ROCK CAIRN.
 GS0652
 GS0652                          STATION RECOVERY (1994)
 GS0652
 GS0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0652'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0454 ***********************************************************************
 MV0454  DESIGNATION -  140 LRC
 MV0454  PID         -  MV0454
 MV0454  STATE/COUNTY-  NV/WASHOE
 MV0454  USGS QUAD   -  JUNIPER SPRINGS (1980)
 MV0454
 MV0454                         *CURRENT SURVEY CONTROL
 MV0454  ___________________________________________________________________
 MV0454* NAD 83(1986)-  41 01 02.     (N)    119 50 21.     (W)     SCALED    
 MV0454* NAVD 88     -      1458.178  (meters)    4784.04   (feet)  ADJUSTED  
 MV0454  ___________________________________________________________________
 MV0454  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 MV0454  DYNAMIC HT  -        1457.035 (meters)    4780.29  (feet)  COMP
 MV0454  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 MV0454
 MV0454  VERT ORDER  -  SECOND    CLASS 0
 MV0454
 MV0454.The horizontal coordinates were scaled from a topographic map and have
 MV0454.an estimated accuracy of +/- 6 seconds.
 MV0454
 MV0454.The orthometric height was determined by differential leveling
 MV0454.and adjusted by the National Geodetic Survey in June 1991..
 MV0454
 MV0454.The geoid height was determined by GEOID03.
 MV0454
 MV0454.The dynamic height is computed by dividing the NAVD 88
 MV0454.geopotential number by the normal gravity value computed on the
 MV0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0454.degrees latitude (g = 980.6199 gals.).
 MV0454
 MV0454.The modeled gravity was interpolated from observed gravity values.
 MV0454
 MV0454;                    North         East    Units  Estimated Accuracy
 MV0454;SPC NV W     - 4,696,320.      694,380.      MT  (+/- 180 meters Scaled)
 MV0454
 MV0454                          SUPERSEDED SURVEY CONTROL
 MV0454
 MV0454.No superseded survey control is available for this station.
 MV0454
 MV0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF612445(NAD 83)
 MV0454_MARKER: DD = SURVEY DISK
 MV0454_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0454_SP_SET: COPPER-CLAD STEEL ROD
 MV0454_STAMPING: 140 LRC 1972 4780
 MV0454_MARK LOGO: USGS  
 MV0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0454
 MV0454  HISTORY     - Date     Condition        Report By
 MV0454  HISTORY     - 1972     MONUMENTED       USGS
 MV0454
 MV0454                          STATION DESCRIPTION
 MV0454
 MV0454'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0454'62.8 KM (39.00 MI) NW FROM GERLACH.
 MV0454'CALIFORNIA-NEVADA STATE LINE, 14.8 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0454'447 TO A DIM ROAD EAST, IN FRONT OF A GATE, 76.6 FEET EAST OF THE
 MV0454'CENTERLINE OF THE HIGHWAY, 17 FEET NORTHWEST OF THE CENTERLINE OF THE
 MV0454'SIDE ROAD, AND 14.6 FEET WEST OF A FENCE, SET ON A COPPER-COATED ROD
 MV0454'OF UNKNOWN DEPTH, ENCASED IN A IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0455 ***********************************************************************
 MV0455  DESIGNATION -  141 LRC
 MV0455  PID         -  MV0455
 MV0455  STATE/COUNTY-  NV/WASHOE
 MV0455  USGS QUAD   -  JUNIPER SPRINGS (1980)
 MV0455
 MV0455                         *CURRENT SURVEY CONTROL
 MV0455  ___________________________________________________________________
 MV0455* NAD 83(1986)-  41 01 54.     (N)    119 51 08.     (W)     SCALED    
 MV0455* NAVD 88     -      1453.429  (meters)    4768.46   (feet)  ADJUSTED  
 MV0455  ___________________________________________________________________
 MV0455  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 MV0455  DYNAMIC HT  -        1452.294 (meters)    4764.73  (feet)  COMP
 MV0455  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 MV0455
 MV0455  VERT ORDER  -  SECOND    CLASS 0
 MV0455
 MV0455.The horizontal coordinates were scaled from a topographic map and have
 MV0455.an estimated accuracy of +/- 6 seconds.
 MV0455
 MV0455.The orthometric height was determined by differential leveling
 MV0455.and adjusted by the National Geodetic Survey in June 1991..
 MV0455
 MV0455.The geoid height was determined by GEOID03.
 MV0455
 MV0455.The dynamic height is computed by dividing the NAVD 88
 MV0455.geopotential number by the normal gravity value computed on the
 MV0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0455.degrees latitude (g = 980.6199 gals.).
 MV0455
 MV0455.The modeled gravity was interpolated from observed gravity values.
 MV0455
 MV0455;                    North         East    Units  Estimated Accuracy
 MV0455;SPC NV W     - 4,697,940.      693,300.      MT  (+/- 180 meters Scaled)
 MV0455
 MV0455                          SUPERSEDED SURVEY CONTROL
 MV0455
 MV0455.No superseded survey control is available for this station.
 MV0455
 MV0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF602461(NAD 83)
 MV0455_MARKER: DD = SURVEY DISK
 MV0455_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0455_SP_SET: COPPER-CLAD STEEL ROD
 MV0455_STAMPING: 141 LRC 1972 4764
 MV0455_MARK LOGO: USGS  
 MV0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0455
 MV0455  HISTORY     - Date     Condition        Report By
 MV0455  HISTORY     - 1972     MONUMENTED       USGS
 MV0455
 MV0455                          STATION DESCRIPTION
 MV0455
 MV0455'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0455'64.5 KM (40.10 MI) NW FROM GERLACH.
 MV0455'CALIFORNIA-NEVADA STATE LINE, 13.5 MILES SOUTHEAST ALONG STATE HIGHWAY
 MV0455'447 TO A BRACE IN A STEEL FENCE LINE, 0.8 MILES SOUTH OF A
 MV0455'CATTLEGUARD, 80 FEET ENE OF THE CENTERLINE OF THE HIGHWAY, 10.5 FEET
 MV0455'WSW OF THE FENCE LINE, SET ON A COPPPER-COATED ROD OF UNKNOWN DEPTH,
 MV0455'ENCASED IN A IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0275 ***********************************************************************
 GR0275  DESIGNATION -  1428
 GR0275  PID         -  GR0275
 GR0275  STATE/COUNTY-  NV/CLARK
 GR0275  USGS QUAD   -  OVERTON BEACH (1983)
 GR0275
 GR0275                         *CURRENT SURVEY CONTROL
 GR0275  ___________________________________________________________________
 GR0275* NAD 83(1986)-  36 28 30.     (N)    114 18 26.     (W)     SCALED    
 GR0275* NAVD 88     -       436.120  (meters)    1430.84   (feet)  POSTED    
 GR0275  ___________________________________________________________________
 GR0275  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 GR0275  DYNAMIC HT  -         435.690 (meters)    1429.43  (feet)  COMP
 GR0275  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 GR0275
 GR0275  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0275
 GR0275.The horizontal coordinates were scaled from a topographic map and have
 GR0275.an estimated accuracy of +/- 6 seconds.
 GR0275
 GR0275.The orthometric height was determined by differential leveling
 GR0275.and adjusted by the National Geodetic Survey in 1992..
 GR0275.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0275.rate of 1.1 thru 2.0 mm/km.
 GR0275
 GR0275.The geoid height was determined by GEOID03.
 GR0275
 GR0275.The dynamic height is computed by dividing the NAVD 88
 GR0275.geopotential number by the normal gravity value computed on the
 GR0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0275.degrees latitude (g = 980.6199 gals.).
 GR0275
 GR0275.The modeled gravity was interpolated from observed gravity values.
 GR0275
 GR0275;                    North         East    Units  Estimated Accuracy
 GR0275;SPC NV E     - 8,192,130.      314,360.      MT  (+/- 180 meters Scaled)
 GR0275
 GR0275                          SUPERSEDED SURVEY CONTROL
 GR0275
 GR0275  NGVD 29 (??/??/92)  435.461  (m)         1428.67   (f) ADJ UNCH    1 1
 GR0275
 GR0275.Superseded values are not recommended for survey control.
 GR0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0275.See file dsdata.txt to determine how the superseded data were derived.
 GR0275
 GR0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA412400(NAD 83)
 GR0275_MARKER: DD = SURVEY DISK
 GR0275_SETTING: 66 = SET IN ROCK OUTCROP
 GR0275_SP_SET: CONGLOMERATE OUTCROP
 GR0275_STAMPING: B 42 1428 1920
 GR0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0275+STABILITY: POSITION/ELEVATION WELL
 GR0275
 GR0275  HISTORY     - Date     Condition        Report By
 GR0275  HISTORY     - 1920     MONUMENTED       USGS
 GR0275  HISTORY     - 1950     GOOD             NGS
 GR0275
 GR0275                          STATION DESCRIPTION
 GR0275
 GR0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0275'38.9 MI S FROM RIVERSIDE.
 GR0275'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0275'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0275'THENCE 11.8 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GR0275'FERRY ROAD, IN THE TOP OF A CONGLOMERATE OUTCROP FLUSH WITH THE
 GR0275'GROUND, 29 FEET SOUTHEAST OF THE NORTHEAST RIM OF THE MESA, 66 FEET
 GR0275'NORTH OF THE CENTER LINE OF THE ROAD, AND 3 1/2 FEET WEST OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1214 ***********************************************************************
 KR1214  DESIGNATION -  15
 KR1214  PID         -  KR1214
 KR1214  STATE/COUNTY-  NV/WASHOE
 KR1214  USGS QUAD   -  RENO (1982)
 KR1214
 KR1214                         *CURRENT SURVEY CONTROL
 KR1214  ___________________________________________________________________
 KR1214* NAD 83(1994)-  39 30 55.32442(N)    119 49 35.41506(W)     ADJUSTED  
 KR1214* NAVD 88     -      1381.589  (meters)    4532.76   (feet)  ADJUSTED  
 KR1214  ___________________________________________________________________
 KR1214  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 KR1214  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 KR1214  DYNAMIC HT  -        1380.321 (meters)    4528.60  (feet)  COMP
 KR1214  MODELED GRAV-     979,661.2   (mgal)                       NAVD 88
 KR1214
 KR1214  HORZ ORDER  -  SECOND
 KR1214  VERT ORDER  -  FIRST     CLASS II
 KR1214
 KR1214.The horizontal coordinates were established by classical geodetic methods
 KR1214.and adjusted by the National Geodetic Survey in June 1998..
 KR1214
 KR1214.The orthometric height was determined by differential leveling
 KR1214.and adjusted by the National Geodetic Survey in June 1991..
 KR1214
 KR1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1214
 KR1214.The geoid height was determined by GEOID03.
 KR1214
 KR1214.The dynamic height is computed by dividing the NAVD 88
 KR1214.geopotential number by the normal gravity value computed on the
 KR1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1214.degrees latitude (g = 980.6199 gals.).
 KR1214
 KR1214.The modeled gravity was interpolated from observed gravity values.
 KR1214
 KR1214;                    North         East     Units Scale Factor Converg.
 KR1214;SPC NV W     - 4,529,547.080   693,103.252   MT  1.00004064   -0 47 27.9
 KR1214;SPC NV W     -14,860,689.04  2,273,956.25   sFT  1.00004064   -0 47 27.9
 KR1214;SPC CA 2     -   707,453.830 2,186,880.134   MT  0.99994287   +1 22 13.2
 KR1214;SPC CA 2     - 2,321,038.11  7,174,789.24   sFT  0.99994287   +1 22 13.2
 KR1214;UTM  11      - 4,377,785.304   257,014.527   MT  1.00032699   -1 47 57.6
 KR1214
 KR1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1214!SPC NV W     -   0.99978706  x   1.00004064  =   0.99982769
 KR1214!SPC CA 2     -   0.99978706  x   0.99994287  =   0.99972994
 KR1214!UTM  11      -   0.99978706  x   1.00032699  =   1.00011398
 KR1214
 KR1214:                Primary Azimuth Mark                     Grid Az
 KR1214:SPC NV W     -  15 1                                     002 02 14.4
 KR1214:SPC CA 2     -  15 1                                     359 52 33.3
 KR1214:UTM  11      -  15 1                                     003 02 44.1
 KR1214
 KR1214|---------------------------------------------------------------------|
 KR1214| PID    Reference Object                     Distance      Geod. Az  |
 KR1214|                                                           dddmmss.s |
 KR1214| KR1212 15 1                                APPROX. 0.5 KM 0011446.5 |
 KR1214| KR1215 NEWLANDS                            417.506 METERS 0270913.4 |
 KR1214| KR1770 KOYA SOUTH RADIO TOWER              APPROX. 0.8 KM 3063055.5 |
 KR1214| KR1771 KOYA NORTH RADIO TOWER              APPROX. 0.9 KM 3103801.2 |
 KR1214| KR1768 KRNP POLICE RADIO TOWER             APPROX. 0.9 KM 3135356.5 |
 KR1214|---------------------------------------------------------------------|
 KR1214
 KR1214                          SUPERSEDED SURVEY CONTROL
 KR1214
 KR1214  NAD 83(1992)-  39 30 55.32714(N)    119 49 35.40870(W) AD(       ) 2
 KR1214  NAD 83(1986)-  39 30 55.32619(N)    119 49 35.40195(W) AD(       ) 2
 KR1214  NAD 27      -  39 30 55.64800(N)    119 49 31.71200(W) AD(       ) 2
 KR1214  NGVD 29 (??/??/92) 1380.502  (m)         4529.20   (f) ADJ UNCH    1 2
 KR1214
 KR1214.Superseded values are not recommended for survey control.
 KR1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1214.See file dsdata.txt to determine how the superseded data were derived.
 KR1214
 KR1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5701577785(NAD 83)
 KR1214_MARKER: DB = BENCH MARK DISK
 KR1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1214_STAMPING: 15 4529.092
 KR1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1214+STABILITY: SURFACE MOTION
 KR1214
 KR1214  HISTORY     - Date     Condition        Report By
 KR1214  HISTORY     - 1947     MONUMENTED       CGS
 KR1214  HISTORY     - 1951     GOOD             NGS
 KR1214  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1214  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1214
 KR1214                          STATION DESCRIPTION
 KR1214
 KR1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 KR1214'0.3 MILES SOUTH ALONG VERDI ROAD FROM CONCRETE BRIDGE WHERE
 KR1214'THAT ROAD CROSSES THE TRUCKEE RIVER, AT INTERSECTION OF VERDI
 KR1214'ROAD AND CALIFORNIA AVENUE.  ON THE WEST SIDE OF THE ROAD AT
 KR1214'NORTH END OF A STONE FENCE, 2 FEET FROM THE END OF AND 2 FEET
 KR1214'OUTSIDE FENCE.  STATION IS MARKED BY A C AND G S S S BRASS
 KR1214'DISK STAMPED NO. 15 ELEVATION 4529.092 SET IN TOP OF A SMALL
 KR1214'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND
 KR1214'SURFACE.  THE MARK IS IN GOOD CONDITION.
 KR1214
 KR1214                          STATION RECOVERY (1951)
 KR1214
 KR1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KR1214'IN RENO.
 KR1214'AT RENO, AT THE INTERSECTION OF CALIFORNIA AVENUE AND BOOTH STREET,
 KR1214'ABOUT 0.3 MILES SOUTH ALONG BOOTH STREET FROM THE MAIN ENTRANCE TO
 KR1214'IDLEWILD PARK, AT THE TRUCKEE RIVER, 70 1/2 FEET NORTHWEST OF THE
 KR1214'CENTER LINE OF THE AVENUE, 14 FEET WEST OF THE CENTER LINE OF THE
 KR1214'STREET, 1.2 FEET NORTHEAST OF THE NORTHEAST END OF A STONE FENCE,
 KR1214'ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF A CONCRETE POST
 KR1214'PROJECTING 0.4 FEET ABOVE THE GROUND.
 KR1214
 KR1214                          STATION RECOVERY (1967)
 KR1214
 KR1214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1214'MARK NOT FOUND.
 KR1214
 KR1214                          STATION RECOVERY (2003)
 KR1214
 KR1214'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0553 ***********************************************************************
 MT0553  DESIGNATION -  15
 MT0553  PID         -  MT0553
 MT0553  STATE/COUNTY-  NV/ELKO
 MT0553  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0553
 MT0553                         *CURRENT SURVEY CONTROL
 MT0553  ___________________________________________________________________
 MT0553* NAD 83(1986)-  41 50 59.     (N)    115 58 31.     (W)     SCALED    
 MT0553* NAVD 88     -      1710.946  (meters)    5613.33   (feet)  ADJUSTED  
 MT0553  ___________________________________________________________________
 MT0553  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 MT0553  DYNAMIC HT  -        1709.669 (meters)    5609.14  (feet)  COMP
 MT0553  MODELED GRAV-     979,815.4   (mgal)                       NAVD 88
 MT0553
 MT0553  VERT ORDER  -  SECOND    CLASS 0
 MT0553
 MT0553.The horizontal coordinates were scaled from a topographic map and have
 MT0553.an estimated accuracy of +/- 6 seconds.
 MT0553
 MT0553.The orthometric height was determined by differential leveling
 MT0553.and adjusted by the National Geodetic Survey in June 1991..
 MT0553
 MT0553.The geoid height was determined by GEOID03.
 MT0553
 MT0553.The dynamic height is computed by dividing the NAVD 88
 MT0553.geopotential number by the normal gravity value computed on the
 MT0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0553.degrees latitude (g = 980.6199 gals.).
 MT0553
 MT0553.The modeled gravity was interpolated from observed gravity values.
 MT0553
 MT0553;                    North         East    Units  Estimated Accuracy
 MT0553;SPC NV E     - 8,788,080.      167,450.      MT  (+/- 180 meters Scaled)
 MT0553
 MT0553                          SUPERSEDED SURVEY CONTROL
 MT0553
 MT0553  NGVD 29 (??/??/92) 1709.754  (m)         5609.42   (f) ADJ UNCH    2 0
 MT0553
 MT0553.Superseded values are not recommended for survey control.
 MT0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0553.See file dsdata.txt to determine how the superseded data were derived.
 MT0553
 MT0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG850335(NAD 83)
 MT0553_MARKER: DD = SURVEY DISK
 MT0553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0553_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MT0553_STAMPING: 15 5609 75
 MT0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0553
 MT0553  HISTORY     - Date     Condition        Report By
 MT0553  HISTORY     - UNK      MONUMENTED       USFWA
 MT0553  HISTORY     - 1951     GOOD             NGS
 MT0553
 MT0553                          STATION DESCRIPTION
 MT0553
 MT0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0553'1.0 MI NW FROM MOUNTAIN CITY.
 MT0553'1.0 MILES NORTHWEST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0553'MOUNTAIN CITY, 0.3 MILES WEST OF SLAUGHTER HOUSE CREEK, 48 FEET
 MT0553'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 38.2 FEET SOUTHEAST OF A
 MT0553'TELEPHONE POLE, 1.8 FEET SOUTHWEST OF A FENCE LINE, 1.6 FEET NORTHWEST
 MT0553'OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND
 MT0553'BRAZED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 0.3 FEET ABOVE THE
 MT0553'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1212 ***********************************************************************
 KR1212  DESIGNATION -  15 1
 KR1212  PID         -  KR1212
 KR1212  STATE/COUNTY-  NV/WASHOE
 KR1212  USGS QUAD   -  RENO (1982)
 KR1212
 KR1212                         *CURRENT SURVEY CONTROL
 KR1212  ___________________________________________________________________
 KR1212* NAD 83(1994)-  39 31 11.83322(N)    119 49 34.95135(W)     ADJUSTED  
 KR1212* NAVD 88     -      1376.926  (meters)    4517.46   (feet)  ADJUSTED  
 KR1212  ___________________________________________________________________
 KR1212  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 KR1212  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 KR1212  DYNAMIC HT  -        1375.664 (meters)    4513.32  (feet)  COMP
 KR1212  MODELED GRAV-     979,663.1   (mgal)                       NAVD 88
 KR1212
 KR1212  HORZ ORDER  -  SECOND
 KR1212  VERT ORDER  -  FIRST     CLASS II
 KR1212
 KR1212.The horizontal coordinates were established by classical geodetic methods
 KR1212.and adjusted by the National Geodetic Survey in June 1998..
 KR1212
 KR1212.The orthometric height was determined by differential leveling
 KR1212.and adjusted by the National Geodetic Survey in June 1991..
 KR1212
 KR1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1212
 KR1212.The geoid height was determined by GEOID03.
 KR1212
 KR1212.The dynamic height is computed by dividing the NAVD 88
 KR1212.geopotential number by the normal gravity value computed on the
 KR1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1212.degrees latitude (g = 980.6199 gals.).
 KR1212
 KR1212.The modeled gravity was interpolated from observed gravity values.
 KR1212
 KR1212;                    North         East     Units Scale Factor Converg.
 KR1212;SPC NV W     - 4,530,056.037   693,121.357   MT  1.00004060   -0 47 27.9
 KR1212;SPC NV W     -14,862,358.85  2,274,015.65   sFT  1.00004060   -0 47 27.9
 KR1212;SPC CA 2     -   707,963.058 2,186,879.031   MT  0.99994347   +1 22 13.4
 KR1212;SPC CA 2     - 2,322,708.80  7,174,785.62   sFT  0.99994347   +1 22 13.4
 KR1212;UTM  11      - 4,378,294.009   257,041.594   MT  1.00032682   -1 47 58.0
 KR1212
 KR1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1212!SPC NV W     -   0.99978779  x   1.00004060  =   0.99982838
 KR1212!SPC CA 2     -   0.99978779  x   0.99994347  =   0.99973128
 KR1212!UTM  11      -   0.99978779  x   1.00032682  =   1.00011454
 KR1212
 KR1212|---------------------------------------------------------------------|
 KR1212| PID    Reference Object                     Distance      Geod. Az  |
 KR1212|                                                           dddmmss.s |
 KR1212| KR1215 NEWLANDS                            226.173 METERS 12729     |
 KR1212| KR1214 15                                  APPROX. 0.5 KM 1811446.8 |
 KR1212| KR1770 KOYA SOUTH RADIO TOWER              APPROX. 0.7 KM 2681734.2 |
 KR1212| KR1771 KOYA NORTH RADIO TOWER              APPROX. 0.7 KM 2744935.7 |
 KR1212| KR1361 MOUNTAIN VIEW                       APPROX. 1.3 KM 2794229.6 |
 KR1212|---------------------------------------------------------------------|
 KR1212
 KR1212                          SUPERSEDED SURVEY CONTROL
 KR1212
 KR1212  NAD 83(1992)-  39 31 11.83594(N)    119 49 34.94512(W) AD(       ) 2
 KR1212  NAD 83(1986)-  39 31 11.83463(N)    119 49 34.93844(W) AD(       ) 2
 KR1212  NAD 27      -  39 31 12.15600(N)    119 49 31.24800(W) AD(       ) 2
 KR1212  NGVD 29 (??/??/92) 1375.841  (m)         4513.90   (f) ADJ UNCH    1 2
 KR1212
 KR1212.Superseded values are not recommended for survey control.
 KR1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1212.See file dsdata.txt to determine how the superseded data were derived.
 KR1212
 KR1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5704278294(NAD 83)
 KR1212_MARKER: DB = BENCH MARK DISK
 KR1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1212_STAMPING: 15-1 4513.825
 KR1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1212+STABILITY: SURFACE MOTION
 KR1212
 KR1212  HISTORY     - Date     Condition        Report By
 KR1212  HISTORY     - 1947     MONUMENTED       CGS
 KR1212  HISTORY     - 1951     GOOD             NGS
 KR1212  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1212  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1212
 KR1212                          STATION DESCRIPTION
 KR1212
 KR1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 KR1212'STATION LOCATED IN RENO, NEVADA, EAST SIDE OF VERDO ROAD,
 KR1212'OPPOSITE ENTRANCE TO IDLEWILD PARK, ON EAST SIDE OF THE ROAD,
 KR1212'14 FEET FROM THE CENTER LINE, AND 38 FEET SOUTH OF THE SOUTH END
 KR1212'OF THE CONCRETE BRIDGE OVER THE TRUCKEE RIVER.
 KR1212'
 KR1212'STATION IS MARKED BY A STANDARD C AND G.S.S.S. DISK STAMPED
 KR1212'NO. 15 ELEVATION 4515.825 FEET, SET IN TOP OF A RECTANGULAR
 KR1212'CONCRETE MONUMENT, 6 INCHES SQUARE ON TOP, PROJECTING 3 INCHES
 KR1212'ABOVE THE GROUND SURFACE.
 KR1212'
 KR1212'THIS MARK IS IN GOOD CONDITION.
 KR1212
 KR1212                          STATION RECOVERY (1951)
 KR1212
 KR1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KR1212'IN RENO.
 KR1212'AT RENO, AT THE INTERSECTION OF IDLEWILD DRIVE AND BOOTH STREET, AT
 KR1212'THE MAIN ENTRANCE TO IDLEWILD PARK, IN LINE WITH THE PROLONGATION OF
 KR1212'THE CENTER LINE OF IDLEWILD DRIVE, ON THE SOUTH BANK OF THE TRUCKEE
 KR1212'RIVER, 37.5 FEET SOUTH OF THE SOUTH END OF A CONCRETE BRIDGE OVER THE
 KR1212'RIVER, 19 FEET EAST OF THE CENTER LINE OF BOOTH STREET, 2.9 FEET
 KR1212'SOUTHWEST OF A POWER LINE POLE, AND SET IN THE TOP OF A CONCRETE POST
 KR1212'PROJECTING 0.2 FEET ABOVE THE GROUND.
 KR1212
 KR1212                          STATION RECOVERY (1967)
 KR1212
 KR1212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1212'MARK NOT FOUND.
 KR1212
 KR1212                          STATION RECOVERY (2003)
 KR1212
 KR1212'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0752 ***********************************************************************
 GS0752  DESIGNATION -  15 A HN
 GS0752  PID         -  GS0752
 GS0752  STATE/COUNTY-  NV/NYE
 GS0752  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0752
 GS0752                         *CURRENT SURVEY CONTROL
 GS0752  ___________________________________________________________________
 GS0752* NAD 83(1986)-  36 40 47.     (N)    116 08 25.     (W)     SCALED    
 GS0752* NAVD 88     -      1119.224  (meters)    3671.99   (feet)  ADJUSTED  
 GS0752  ___________________________________________________________________
 GS0752  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 GS0752  DYNAMIC HT  -        1118.024 (meters)    3668.05  (feet)  COMP
 GS0752  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 GS0752
 GS0752  VERT ORDER  -  FIRST     CLASS I
 GS0752
 GS0752.The horizontal coordinates were scaled from a topographic map and have
 GS0752.an estimated accuracy of +/- 6 seconds.
 GS0752
 GS0752.The orthometric height was determined by differential leveling
 GS0752.and adjusted by the National Geodetic Survey in May 2004..
 GS0752
 GS0752.The geoid height was determined by GEOID03.
 GS0752
 GS0752.The dynamic height is computed by dividing the NAVD 88
 GS0752.geopotential number by the normal gravity value computed on the
 GS0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0752.degrees latitude (g = 980.6199 gals.).
 GS0752
 GS0752.The modeled gravity was interpolated from observed gravity values.
 GS0752
 GS0752;                    North         East    Units  Estimated Accuracy
 GS0752;SPC NV C     - 6,214,220.      547,050.      MT  (+/- 180 meters Scaled)
 GS0752
 GS0752                          SUPERSEDED SURVEY CONTROL
 GS0752
 GS0752  NAVD 88 (??/??/92) 1119.233  (m)         3672.02   (f) UNKNOWN     3 0
 GS0752  NGVD 29 (05/01/91) 1118.366  (m)         3669.17   (f) ADJUSTED    1 1
 GS0752
 GS0752.Superseded values are not recommended for survey control.
 GS0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0752.See file dsdata.txt to determine how the superseded data were derived.
 GS0752
 GS0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA768596(NAD 83)
 GS0752_MARKER: DD = SURVEY DISK
 GS0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0752_SP_SET: CONCRETE POST
 GS0752_STAMPING: H-N BM 15A 1956 3669.14
 GS0752_MARK LOGO: AEC   
 GS0752_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0752+STABILITY: SURFACE MOTION
 GS0752
 GS0752  HISTORY     - Date     Condition        Report By
 GS0752  HISTORY     - 1956     MONUMENTED       AEC
 GS0752  HISTORY     - 1986     GOOD             USGS
 GS0752  HISTORY     - 1988     GOOD             USGS
 GS0752  HISTORY     - 19910620 GOOD             USGS
 GS0752  HISTORY     - 19930323 GOOD             USGS
 GS0752  HISTORY     - 19950331 GOOD             USGS
 GS0752
 GS0752                          STATION DESCRIPTION
 GS0752
 GS0752'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0752'14.9 KM (9.25 MI) NW FROM MERCURY.
 GS0752'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0752'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0752'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 9.25 MILES, 284 FEET SOUTH
 GS0752'OF THE HIGHWAY.
 GS0752'THE MARK IS 4 FT  E FROM  A WITNESS POST
 GS0752
 GS0752                          STATION RECOVERY (1988)
 GS0752
 GS0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0752'RECOVERED IN GOOD CONDITION.
 GS0752
 GS0752                          STATION RECOVERY (1991)
 GS0752
 GS0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0752'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0752'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0752'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 9.25 MILES, 284 FEET SOUTH
 GS0752'OF THE HIGHWAY.
 GS0752
 GS0752                          STATION RECOVERY (1993)
 GS0752
 GS0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0752'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0752'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0752'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 9.25 MILES
 GS0752'(14.89 KM), 284 FEET (86.6 M) SOUTH OF THE HIGHWAY. CONDITION.TION.
 GS0752
 GS0752                          STATION RECOVERY (1995)
 GS0752
 GS0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0752'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0621 ***********************************************************************
 MU0621  DESIGNATION -  15 BKC
 MU0621  PID         -  MU0621
 MU0621  STATE/COUNTY-  NV/ELKO
 MU0621  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0621
 MU0621                         *CURRENT SURVEY CONTROL
 MU0621  ___________________________________________________________________
 MU0621* NAD 83(1986)-  41 33 28.     (N)    116 42 04.     (W)     SCALED    
 MU0621* NAVD 88     -      1659.317  (meters)    5443.94   (feet)  POSTED    
 MU0621  ___________________________________________________________________
 MU0621  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 MU0621  DYNAMIC HT  -        1658.070 (meters)    5439.85  (feet)  COMP
 MU0621  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 MU0621
 MU0621  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0621
 MU0621.The horizontal coordinates were scaled from a topographic map and have
 MU0621.an estimated accuracy of +/- 6 seconds.
 MU0621
 MU0621.The orthometric height was determined by differential leveling
 MU0621.and adjusted by the National Geodetic Survey in 1992..
 MU0621.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0621.rate of 0.0 thru 1.0 mm/km.
 MU0621
 MU0621.The geoid height was determined by GEOID03.
 MU0621
 MU0621.The dynamic height is computed by dividing the NAVD 88
 MU0621.geopotential number by the normal gravity value computed on the
 MU0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0621.degrees latitude (g = 980.6199 gals.).
 MU0621
 MU0621.The modeled gravity was interpolated from observed gravity values.
 MU0621
 MU0621;                    North         East    Units  Estimated Accuracy
 MU0621;SPC NV E     - 8,756,190.      106,760.      MT  (+/- 180 meters Scaled)
 MU0621
 MU0621                          SUPERSEDED SURVEY CONTROL
 MU0621
 MU0621.No superseded survey control is available for this station.
 MU0621
 MU0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG249007(NAD 83)
 MU0621_MARKER: DD = SURVEY DISK
 MU0621_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0621_SP_SET: COPPER-CLAD STEEL ROD
 MU0621_STAMPING: 15 BKC 1973 5440
 MU0621_MARK LOGO: USGS  
 MU0621_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0621+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0621
 MU0621  HISTORY     - Date     Condition        Report By
 MU0621  HISTORY     - 1973     MONUMENTED       USGS
 MU0621
 MU0621                          STATION DESCRIPTION
 MU0621
 MU0621'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0621'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0621'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0621'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0621'ALONG ROAD, THENCE 1.9 MILES NORTH-NORTHWEST ALONG ROAD, 7.6 MILES
 MU0621'WEST AND 3.9 MILES NORTHWEST OF WINTERS RANCH -STONE HOUSE-, 53 FEET
 MU0621'EAST OF THE CENTERLINE OF THE ROAD, 6 FEET EAST OF A ROCK MOUND, SET
 MU0621'ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0621'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0412 ***********************************************************************
 HP0412  DESIGNATION -  15 DOR
 HP0412  PID         -  HP0412
 HP0412  STATE/COUNTY-  NV/LINCOLN
 HP0412  USGS QUAD   -  WEEPAH SPRING (1970)
 HP0412
 HP0412                         *CURRENT SURVEY CONTROL
 HP0412  ___________________________________________________________________
 HP0412* NAD 83(1986)-  37 53 59.     (N)    115 00 14.     (W)     SCALED    
 HP0412* NAVD 88     -      1426.763  (meters)    4680.97   (feet)  ADJUSTED  
 HP0412  ___________________________________________________________________
 HP0412  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 HP0412  DYNAMIC HT  -        1425.240 (meters)    4675.97  (feet)  COMP
 HP0412  MODELED GRAV-     979,512.6   (mgal)                       NAVD 88
 HP0412
 HP0412  VERT ORDER  -  SECOND    CLASS 0
 HP0412
 HP0412.The horizontal coordinates were scaled from a topographic map and have
 HP0412.an estimated accuracy of +/- 6 seconds.
 HP0412
 HP0412.The orthometric height was determined by differential leveling
 HP0412.and adjusted by the National Geodetic Survey in June 1991..
 HP0412
 HP0412.The geoid height was determined by GEOID03.
 HP0412
 HP0412.The dynamic height is computed by dividing the NAVD 88
 HP0412.geopotential number by the normal gravity value computed on the
 HP0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0412.degrees latitude (g = 980.6199 gals.).
 HP0412
 HP0412.The modeled gravity was interpolated from observed gravity values.
 HP0412
 HP0412;                    North         East    Units  Estimated Accuracy
 HP0412;SPC NV E     - 8,349,630.      250,960.      MT  (+/- 180 meters Scaled)
 HP0412
 HP0412                          SUPERSEDED SURVEY CONTROL
 HP0412
 HP0412.No superseded survey control is available for this station.
 HP0412
 HP0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB755965(NAD 83)
 HP0412_MARKER: DD = SURVEY DISK
 HP0412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0412_SP_SET: COPPER-CLAD STEEL ROD
 HP0412_STAMPING: 15 DOR 1968 4678
 HP0412_MARK LOGO: USGS  
 HP0412_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0412+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 HP0412
 HP0412  HISTORY     - Date     Condition        Report By
 HP0412  HISTORY     - 1968     MONUMENTED       USGS
 HP0412  HISTORY     - 20040721 GOOD             NVGS
 HP0412
 HP0412                          STATION DESCRIPTION
 HP0412
 HP0412'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0412'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 27.5 MILES NORTHEAST
 HP0412'ALONG HIGHWAY 38, 112 FEET EAST OF THE ROAD 100 FEET WEST OF THE NEW
 HP0412'ROAD CENTERLINE AT STATION 1636, 2 FEET SOUTH OF A WITNESS SIGN, ON
 HP0412'A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE AND FLUSH WITH GROUND.
 HP0412
 HP0412                          STATION RECOVERY (2004)
 HP0412
 HP0412'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2004 (DRH)
 HP0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0562 ***********************************************************************
 JP0562  DESIGNATION -  15 DOR
 JP0562  PID         -  JP0562
 JP0562  STATE/COUNTY-  NV/LINCOLN
 JP0562  USGS QUAD   -  SHINGLE PASS SE (1980)
 JP0562
 JP0562                         *CURRENT SURVEY CONTROL
 JP0562  ___________________________________________________________________
 JP0562* NAD 83(1986)-  38 30 59.     (N)    114 47 13.     (W)     SCALED    
 JP0562* NAVD 88     -      1862.244  (meters)    6109.71   (feet)  ADJUSTED  
 JP0562  ___________________________________________________________________
 JP0562  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 JP0562  DYNAMIC HT  -        1860.200 (meters)    6103.01  (feet)  COMP
 JP0562  MODELED GRAV-     979,464.5   (mgal)                       NAVD 88
 JP0562
 JP0562  VERT ORDER  -  SECOND    CLASS 0
 JP0562
 JP0562.The horizontal coordinates were scaled from a topographic map and have
 JP0562.an estimated accuracy of +/- 6 seconds.
 JP0562
 JP0562.The orthometric height was determined by differential leveling
 JP0562.and adjusted by the National Geodetic Survey in August 1995..
 JP0562
 JP0562.The geoid height was determined by GEOID03.
 JP0562
 JP0562.The dynamic height is computed by dividing the NAVD 88
 JP0562.geopotential number by the normal gravity value computed on the
 JP0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0562.degrees latitude (g = 980.6199 gals.).
 JP0562
 JP0562.The modeled gravity was interpolated from observed gravity values.
 JP0562
 JP0562;                    North         East    Units  Estimated Accuracy
 JP0562;SPC NV E     - 8,418,220.      269,450.      MT  (+/- 180 meters Scaled)
 JP0562
 JP0562                          SUPERSEDED SURVEY CONTROL
 JP0562
 JP0562.No superseded survey control is available for this station.
 JP0562
 JP0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC929654(NAD 83)
 JP0562_MARKER: DD = SURVEY DISK
 JP0562_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0562_SP_SET: COPPER-CLAD STEEL ROD
 JP0562_STAMPING: 15 DOR 1971 6106
 JP0562_MARK LOGO: USGS  
 JP0562_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0562
 JP0562  HISTORY     - Date     Condition        Report By
 JP0562  HISTORY     - 1971     MONUMENTED       USGS
 JP0562
 JP0562                          STATION DESCRIPTION
 JP0562
 JP0562'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0562'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0562'HIGHWAY 93 TO A T-ROAD WEST, THENCE 8.5 MILES WEST TO A GATE AND A
 JP0562'ROAD SOUTH, THENCE 4.8 MILES SOUTH TO A SLIGHT TURN IN THE FENCE,
 JP0562'0.07 MILE SOUTH OF A TURN IN THE FENCE AND A GATE, 33 FEET WEST OF
 JP0562'AND 1 FOOT LOWER THAN THE CENTERLINE OF THE ROAD, 25 FEET SOUTH OF A
 JP0562'SLIGHT TURN IN THE FENCE, 12 FEET NORTH OF A WITNESS POST, ON A 5/8
 JP0562'COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND
 JP0562'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0579 ***********************************************************************
 JP0579  DESIGNATION -  15 DOR
 JP0579  PID         -  JP0579
 JP0579  STATE/COUNTY-  NV/WHITE PINE
 JP0579  USGS QUAD   -  WHITE ROCK CREEK (1973)
 JP0579
 JP0579                         *CURRENT SURVEY CONTROL
 JP0579  ___________________________________________________________________
 JP0579* NAD 83(1986)-  38 58 45.     (N)    114 46 48.     (W)     SCALED    
 JP0579* NAVD 88     -      2063.143  (meters)    6768.83   (feet)  ADJUSTED  
 JP0579  ___________________________________________________________________
 JP0579  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 JP0579  DYNAMIC HT  -        2060.829 (meters)    6761.24  (feet)  COMP
 JP0579  MODELED GRAV-     979,432.8   (mgal)                       NAVD 88
 JP0579
 JP0579  VERT ORDER  -  SECOND    CLASS 0
 JP0579
 JP0579.The horizontal coordinates were scaled from a topographic map and have
 JP0579.an estimated accuracy of +/- 6 seconds.
 JP0579
 JP0579.The orthometric height was determined by differential leveling
 JP0579.and adjusted by the National Geodetic Survey in August 1995..
 JP0579
 JP0579.The geoid height was determined by GEOID03.
 JP0579
 JP0579.The dynamic height is computed by dividing the NAVD 88
 JP0579.geopotential number by the normal gravity value computed on the
 JP0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0579.degrees latitude (g = 980.6199 gals.).
 JP0579
 JP0579.The modeled gravity was interpolated from observed gravity values.
 JP0579
 JP0579;                    North         East    Units  Estimated Accuracy
 JP0579;SPC NV E     - 8,469,590.      269,600.      MT  (+/- 180 meters Scaled)
 JP0579
 JP0579                          SUPERSEDED SURVEY CONTROL
 JP0579
 JP0579.No superseded survey control is available for this station.
 JP0579
 JP0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD923168(NAD 83)
 JP0579_MARKER: DD = SURVEY DISK
 JP0579_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0579_SP_SET: COPPER-CLAD STEEL ROD
 JP0579_STAMPING: 15 DOR 1973 6764
 JP0579_MARK LOGO: USGS  
 JP0579_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0579
 JP0579  HISTORY     - Date     Condition        Report By
 JP0579  HISTORY     - 1973     MONUMENTED       USGS
 JP0579
 JP0579                          STATION DESCRIPTION
 JP0579
 JP0579'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0579'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 16.5 MILES
 JP0579'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 4.2 MILES
 JP0579'SOUTH TO A Y-ROAD SOUTHWEST, THENCE 1.4 MILES SOUTHWEST TO A
 JP0579'CATTLEGUARD, 94 FEET NORTHWEST OF A SIGN THAT READS  SOUTH STEPTOE
 JP0579'FENCE 2-1/2 LINE WELL , 0.75 MILE NORTH OF A WINDMILL, 56 FEET NORTH
 JP0579'OF A CATTLEGUARD, 0.5 FOOT WEST OF A FENCE,  A 5/8 INCH COPPER COATED
 JP0579'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0544 ***********************************************************************
 MU0544  DESIGNATION -  15 FMK
 MU0544  PID         -  MU0544
 MU0544  STATE/COUNTY-  NV/ELKO
 MU0544  USGS QUAD   -  SCRAPER SPRINGS (1977)
 MU0544
 MU0544                         *CURRENT SURVEY CONTROL
 MU0544  ___________________________________________________________________
 MU0544* NAD 83(1986)-  41 20 05.     (N)    116 40 14.     (W)     SCALED    
 MU0544* NAVD 88     -      1730.211  (meters)    5676.53   (feet)  POSTED    
 MU0544  ___________________________________________________________________
 MU0544  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 MU0544  DYNAMIC HT  -        1728.840 (meters)    5672.04  (feet)  COMP
 MU0544  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 MU0544
 MU0544  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0544
 MU0544.The horizontal coordinates were scaled from a topographic map and have
 MU0544.an estimated accuracy of +/- 6 seconds.
 MU0544
 MU0544.The orthometric height was determined by differential leveling
 MU0544.and adjusted by the National Geodetic Survey in 1992..
 MU0544.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0544.rate of 0.0 thru 1.0 mm/km.
 MU0544
 MU0544.The geoid height was determined by GEOID03.
 MU0544
 MU0544.The dynamic height is computed by dividing the NAVD 88
 MU0544.geopotential number by the normal gravity value computed on the
 MU0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0544.degrees latitude (g = 980.6199 gals.).
 MU0544
 MU0544.The modeled gravity was interpolated from observed gravity values.
 MU0544
 MU0544;                    North         East    Units  Estimated Accuracy
 MU0544;SPC NV E     - 8,731,390.      109,000.      MT  (+/- 180 meters Scaled)
 MU0544
 MU0544                          SUPERSEDED SURVEY CONTROL
 MU0544
 MU0544.No superseded survey control is available for this station.
 MU0544
 MU0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF275759(NAD 83)
 MU0544_MARKER: DD = SURVEY DISK
 MU0544_SETTING: 66 = SET IN ROCK OUTCROP
 MU0544_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0544_STAMPING: 15 FMK 1973 5673
 MU0544_MARK LOGO: USGS  
 MU0544_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0544+STABILITY: POSITION/ELEVATION WELL
 MU0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0544+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0544
 MU0544  HISTORY     - Date     Condition        Report By
 MU0544  HISTORY     - 1973     MONUMENTED       USGS
 MU0544
 MU0544                          STATION DESCRIPTION
 MU0544
 MU0544'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0544'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0544'MILES EAST ALONG GRAVEL ROAD, THENCE 9.6 MILES NORTH ALONG DIRT ROAD
 MU0544'TO A Y-ROAD, ON THE SOUTHWEST SLOPE OF A RIDGE, 224 FEET NORTH AND 47
 MU0544'FEET WEST OF A Y-ROAD, 33 FEET EAST OF THE CENTERLINE OF THE WEST FORK
 MU0544'OF THE ROAD, SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1466 ***********************************************************************
 KR1466  DESIGNATION -  15 HJH
 KR1466  PID         -  KR1466
 KR1466  STATE/COUNTY-  NV/WASHOE
 KR1466  USGS QUAD   -  NIXON NW (1985)
 KR1466
 KR1466                         *CURRENT SURVEY CONTROL
 KR1466  ___________________________________________________________________
 KR1466* NAD 83(1986)-  39 58 27.     (N)    119 23 02.     (W)     SCALED    
 KR1466* NAVD 88     -      1183.859  (meters)    3884.04   (feet)  ADJUSTED  
 KR1466  ___________________________________________________________________
 KR1466  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 KR1466  DYNAMIC HT  -        1182.880 (meters)    3880.83  (feet)  COMP
 KR1466  MODELED GRAV-     979,758.9   (mgal)                       NAVD 88
 KR1466
 KR1466  VERT ORDER  -  SECOND    CLASS 0
 KR1466
 KR1466.The horizontal coordinates were scaled from a topographic map and have
 KR1466.an estimated accuracy of +/- 6 seconds.
 KR1466
 KR1466.The orthometric height was determined by differential leveling
 KR1466.and adjusted by the National Geodetic Survey in June 1991..
 KR1466
 KR1466.The geoid height was determined by GEOID03.
 KR1466
 KR1466.The dynamic height is computed by dividing the NAVD 88
 KR1466.geopotential number by the normal gravity value computed on the
 KR1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1466.degrees latitude (g = 980.6199 gals.).
 KR1466
 KR1466.The modeled gravity was interpolated from observed gravity values.
 KR1466
 KR1466;                    North         East    Units  Estimated Accuracy
 KR1466;SPC NV W     - 4,580,050.      731,620.      MT  (+/- 180 meters Scaled)
 KR1466
 KR1466                          SUPERSEDED SURVEY CONTROL
 KR1466
 KR1466  NGVD 29 (??/??/92) 1182.872  (m)         3880.81   (f) ADJ UNCH    2 0
 KR1466
 KR1466.Superseded values are not recommended for survey control.
 KR1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1466.See file dsdata.txt to determine how the superseded data were derived.
 KR1466
 KR1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE964276(NAD 83)
 KR1466_MARKER: DB = BENCH MARK DISK
 KR1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1466_SP_SET: CONCRETE POST
 KR1466_STAMPING: 15 HJH 1962 3881
 KR1466_MARK LOGO: USGS  
 KR1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1466+STABILITY: SURFACE MOTION
 KR1466
 KR1466  HISTORY     - Date     Condition        Report By
 KR1466  HISTORY     - 1962     MONUMENTED       USGS
 KR1466
 KR1466                          STATION DESCRIPTION
 KR1466
 KR1466'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1466'17.7 KM (11.00 MI) NORTH FROM NIXON.
 KR1466'11.0 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34, ON A SMALL KNOLL
 KR1466'SLOPING EAST TO THE OLD LAKE BED, 45 FEET EAST OF THE HIGHWAY
 KR1466'CENTERLINE.
 KR1466'THE MARK IS 3.0 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0469 ***********************************************************************
 MV0469  DESIGNATION -  15 LRC
 MV0469  PID         -  MV0469
 MV0469  STATE/COUNTY-  NV/HUMBOLDT
 MV0469  USGS QUAD   -  PINTO MOUNTAIN (1972)
 MV0469
 MV0469                         *CURRENT SURVEY CONTROL
 MV0469  ___________________________________________________________________
 MV0469* NAD 83(1986)-  41 21 05.     (N)    118 52 00.     (W)     SCALED    
 MV0469* NAVD 88     -      1234.723  (meters)    4050.92   (feet)  ADJUSTED  
 MV0469  ___________________________________________________________________
 MV0469  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 MV0469  DYNAMIC HT  -        1233.878 (meters)    4048.15  (feet)  COMP
 MV0469  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 MV0469
 MV0469  VERT ORDER  -  SECOND    CLASS 0
 MV0469
 MV0469.The horizontal coordinates were scaled from a topographic map and have
 MV0469.an estimated accuracy of +/- 6 seconds.
 MV0469
 MV0469.The orthometric height was determined by differential leveling
 MV0469.and adjusted by the National Geodetic Survey in June 1991..
 MV0469
 MV0469.The geoid height was determined by GEOID03.
 MV0469
 MV0469.The dynamic height is computed by dividing the NAVD 88
 MV0469.geopotential number by the normal gravity value computed on the
 MV0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0469.degrees latitude (g = 980.6199 gals.).
 MV0469
 MV0469.The modeled gravity was interpolated from observed gravity values.
 MV0469
 MV0469;                    North         East    Units  Estimated Accuracy
 MV0469;SPC NV W     - 4,732,710.      776,290.      MT  (+/- 180 meters Scaled)
 MV0469
 MV0469                          SUPERSEDED SURVEY CONTROL
 MV0469
 MV0469.No superseded survey control is available for this station.
 MV0469
 MV0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF438794(NAD 83)
 MV0469_MARKER: DD = SURVEY DISK
 MV0469_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0469_SP_SET: COPPER-CLAD STEEL ROD
 MV0469_STAMPING: 15 LRC 1972 4048
 MV0469_MARK LOGO: USGS  
 MV0469_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0469+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0469
 MV0469  HISTORY     - Date     Condition        Report By
 MV0469  HISTORY     - 1972     MONUMENTED       USGS
 MV0469
 MV0469                          STATION DESCRIPTION
 MV0469
 MV0469'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0469'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0469'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0469'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0469'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0469'ALONG TRACK ROAD, THENCE 5.7 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0469'TOWARD PAHUTE MEADOW RANCH TO A DRAIN CROSSING ON THE BANK OF DRAIN,
 MV0469'15.4 MILES SOUTH OF LEONARD CREEK RANCH, ABOUT 3.0 MILES SOUTH OF
 MV0469'BATTLE CREEK RANCH, 68 FEET NORTHEAST OF A POWER POLE AND 63 FEET
 MV0469'WEST-SOUTHWEST OF A DRAIN CROSSING, 2 FEET NORTHEAST OF A WITNESS
 MV0469'POST, ENCASED IN A DRAINPIPE CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0442 ***********************************************************************
 HP0442  DESIGNATION -  15 LRC
 HP0442  PID         -  HP0442
 HP0442  STATE/COUNTY-  NV/LINCOLN
 HP0442  USGS QUAD   -  BLUE NOSE PEAK (1973)
 HP0442
 HP0442                         *CURRENT SURVEY CONTROL
 HP0442  ___________________________________________________________________
 HP0442* NAD 83(1986)-  37 10 06.     (N)    114 16 08.     (W)     SCALED    
 HP0442* NAVD 88     -      1117.055  (meters)    3664.87   (feet)  POSTED    
 HP0442  ___________________________________________________________________
 HP0442  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 HP0442  DYNAMIC HT  -        1115.890 (meters)    3661.05  (feet)  COMP
 HP0442  MODELED GRAV-     979,549.6   (mgal)                       NAVD 88
 HP0442
 HP0442  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0442
 HP0442.The horizontal coordinates were scaled from a topographic map and have
 HP0442.an estimated accuracy of +/- 6 seconds.
 HP0442
 HP0442.The orthometric height was determined by differential leveling
 HP0442.and adjusted by the National Geodetic Survey in 1992..
 HP0442.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0442.rate of 1.1 thru 2.0 mm/km.
 HP0442
 HP0442.The geoid height was determined by GEOID03.
 HP0442
 HP0442.The dynamic height is computed by dividing the NAVD 88
 HP0442.geopotential number by the normal gravity value computed on the
 HP0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0442.degrees latitude (g = 980.6199 gals.).
 HP0442
 HP0442.The modeled gravity was interpolated from observed gravity values.
 HP0442
 HP0442;                    North         East    Units  Estimated Accuracy
 HP0442;SPC NV E     - 8,269,120.      316,730.      MT  (+/- 180 meters Scaled)
 HP0442
 HP0442                          SUPERSEDED SURVEY CONTROL
 HP0442
 HP0442.No superseded survey control is available for this station.
 HP0442
 HP0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB424170(NAD 83)
 HP0442_MARKER: DD = SURVEY DISK
 HP0442_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0442_SP_SET: COPPER-CLAD STEEL ROD
 HP0442_STAMPING: 15 LRC 1973 3662
 HP0442_MARK LOGO: USGS  
 HP0442_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0442+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0442
 HP0442  HISTORY     - Date     Condition        Report By
 HP0442  HISTORY     - 1973     MONUMENTED       USGS
 HP0442
 HP0442                          STATION DESCRIPTION
 HP0442
 HP0442'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0442'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0442'MILES NORTH ALONG A GRAVEL ROAD TO A Y-ROAD, AT THE MOUTH OF A LARGE
 HP0442'DRAIN, THENCE 12.8 MILES EASTERLY ALONG THE BLM ROAD TOWARD BEAVER
 HP0442'DAM WASH TO THE EAST BANK OF A LARGE DRAIN, 56 FEET SOUTHWEST OF THE
 HP0442'CENTER OF THE ROAD, 25 FEET NORTHWEST OF A JOSHUA TREE, ON A 5/8 INCH
 HP0442'COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH
 HP0442'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0460 ***********************************************************************
 HP0460  DESIGNATION -  15 NAW
 HP0460  PID         -  HP0460
 HP0460  STATE/COUNTY-  NV/LINCOLN
 HP0460  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0460
 HP0460                         *CURRENT SURVEY CONTROL
 HP0460  ___________________________________________________________________
 HP0460* NAD 83(1986)-  37 12 40.     (N)    114 28 09.     (W)     SCALED    
 HP0460* NAVD 88     -       868.865  (meters)    2850.60   (feet)  POSTED    
 HP0460  ___________________________________________________________________
 HP0460  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 HP0460  DYNAMIC HT  -         867.990 (meters)    2847.73  (feet)  COMP
 HP0460  MODELED GRAV-     979,590.8   (mgal)                       NAVD 88
 HP0460
 HP0460  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0460
 HP0460.The horizontal coordinates were scaled from a topographic map and have
 HP0460.an estimated accuracy of +/- 6 seconds.
 HP0460
 HP0460.The orthometric height was determined by differential leveling
 HP0460.and adjusted by the National Geodetic Survey in 1992..
 HP0460.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0460.rate of 1.1 thru 2.0 mm/km.
 HP0460
 HP0460.The geoid height was determined by GEOID03.
 HP0460
 HP0460.The dynamic height is computed by dividing the NAVD 88
 HP0460.geopotential number by the normal gravity value computed on the
 HP0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0460.degrees latitude (g = 980.6199 gals.).
 HP0460
 HP0460.The modeled gravity was interpolated from observed gravity values.
 HP0460
 HP0460;                    North         East    Units  Estimated Accuracy
 HP0460;SPC NV E     - 8,273,640.      298,890.      MT  (+/- 180 meters Scaled)
 HP0460
 HP0460                          SUPERSEDED SURVEY CONTROL
 HP0460
 HP0460  NGVD 29 (??/??/92)  868.04   (m)         2847.9    (f) COMPUTED    2 0
 HP0460
 HP0460.Superseded values are not recommended for survey control.
 HP0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0460.See file dsdata.txt to determine how the superseded data were derived.
 HP0460
 HP0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB245212(NAD 83)
 HP0460_MARKER: DD = SURVEY DISK
 HP0460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0460_SP_SET: COPPER-CLAD STEEL ROD
 HP0460_STAMPING: 15 NAW
 HP0460_MARK LOGO: USGS  
 HP0460_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0460+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1973
 HP0460
 HP0460  HISTORY     - Date     Condition        Report By
 HP0460  HISTORY     - 1969     MONUMENTED       USGS
 HP0460  HISTORY     - 19730402 GOOD             USGS
 HP0460
 HP0460                          STATION DESCRIPTION
 HP0460
 HP0460'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0460'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 7.2
 HP0460'MILES NORTH ALONG A GRAVEL ROAD, 100 FEET SOUTHWEST OF A T-JUNCTION
 HP0460'WITH THE MAIN ROAD, NEAR A WITNESS POST, ON A 5/8 INCH COPPER-COATED
 HP0460'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE
 HP0460'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0653 ***********************************************************************
 GS0653  DESIGNATION -  15 TJS
 GS0653  PID         -  GS0653
 GS0653  STATE/COUNTY-  NV/NYE
 GS0653  USGS QUAD   -  CRATER FLAT (1986)
 GS0653
 GS0653                         *CURRENT SURVEY CONTROL
 GS0653  ___________________________________________________________________
 GS0653* NAD 83(1986)-  36 48 00.     (N)    116 32 05.     (W)     SCALED    
 GS0653* NAVD 88     -      1009.093  (meters)    3310.67   (feet)  ADJUSTED  
 GS0653  ___________________________________________________________________
 GS0653  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 GS0653  DYNAMIC HT  -        1007.990 (meters)    3307.05  (feet)  COMP
 GS0653  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 GS0653
 GS0653  VERT ORDER  -  FIRST     CLASS I
 GS0653
 GS0653.The horizontal coordinates were scaled from a topographic map and have
 GS0653.an estimated accuracy of +/- 6 seconds.
 GS0653
 GS0653.The orthometric height was determined by differential leveling
 GS0653.and adjusted by the National Geodetic Survey in May 2004..
 GS0653
 GS0653.The geoid height was determined by GEOID03.
 GS0653
 GS0653.The dynamic height is computed by dividing the NAVD 88
 GS0653.geopotential number by the normal gravity value computed on the
 GS0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0653.degrees latitude (g = 980.6199 gals.).
 GS0653
 GS0653.The modeled gravity was interpolated from observed gravity values.
 GS0653
 GS0653;                    North         East    Units  Estimated Accuracy
 GS0653;SPC NV C     - 6,227,440.      511,770.      MT  (+/- 180 meters Scaled)
 GS0653
 GS0653                          SUPERSEDED SURVEY CONTROL
 GS0653
 GS0653  NAVD 88 (??/??/92) 1009.094  (m)         3310.67   (f) UNKNOWN     3 0
 GS0653  NGVD 29 (05/01/91) 1008.172  (m)         3307.64   (f) ADJUSTED    1 1
 GS0653
 GS0653.Superseded values are not recommended for survey control.
 GS0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0653.See file dsdata.txt to determine how the superseded data were derived.
 GS0653
 GS0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA415727(NAD 83)
 GS0653_MARKER: DB = BENCH MARK DISK
 GS0653_SETTING: 0 = UNSPECIFIED SETTING
 GS0653_STAMPING: 15 TJS 1983
 GS0653_MARK LOGO: USGS  
 GS0653_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0653
 GS0653  HISTORY     - Date     Condition        Report By
 GS0653  HISTORY     - 1983     MONUMENTED       USGS
 GS0653  HISTORY     - 1986     GOOD             USGS
 GS0653  HISTORY     - 1988     GOOD             USGS
 GS0653  HISTORY     - 19910124 GOOD             USGS
 GS0653  HISTORY     - 19921216 GOOD             USGS
 GS0653  HISTORY     - 19941223 GOOD             USGS
 GS0653
 GS0653                          STATION DESCRIPTION
 GS0653
 GS0653'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0653'38.5 KM (23.90 MI) ESE FROM BEATTY.
 GS0653'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0653'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0653'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0653'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0653'NORTHEASTRLY 1.1 MILES, 345 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GS0653'ROAD, 7 FEET SOUTH OF A ROCK CAIRN.
 GS0653
 GS0653                          STATION RECOVERY (1986)
 GS0653
 GS0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0653'RECOVERED IN GOOD CONDITION.
 GS0653
 GS0653                          STATION RECOVERY (1988)
 GS0653
 GS0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0653'RECOVERED IN GOOD CONDITION.
 GS0653
 GS0653                          STATION RECOVERY (1991)
 GS0653
 GS0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0653'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0653'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0653'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0653'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0653'NORTHEASTERLY 1.1 MILES, 345 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GS0653'ROAD, 7 FEET SOUTH OF A ROCK CAIRN.
 GS0653
 GS0653                          STATION RECOVERY (1992)
 GS0653
 GS0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0653'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0653'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0653'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0653'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0653'BEND IN THE ROAD, PROCEED NORTHEASTERLY 1.1 MILES (1.8 KM), 345 FEET
 GS0653'(105.2 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 7 FEET (2.1 M)
 GS0653'SOUTH OF A ROCK CAIRN.
 GS0653
 GS0653                          STATION RECOVERY (1994)
 GS0653
 GS0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0653'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0370 ***********************************************************************
 KQ0370  DESIGNATION -  152 FMK
 KQ0370  PID         -  KQ0370
 KQ0370  STATE/COUNTY-  NV/CHURCHILL
 KQ0370  USGS QUAD   -  EASTGATE (1969)
 KQ0370
 KQ0370                         *CURRENT SURVEY CONTROL
 KQ0370  ___________________________________________________________________
 KQ0370* NAD 83(1986)-  39 17 59.     (N)    117 55 44.     (W)     SCALED    
 KQ0370* NAVD 88     -      1517.034  (meters)    4977.14   (feet)  ADJUSTED  
 KQ0370  ___________________________________________________________________
 KQ0370  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 KQ0370  DYNAMIC HT  -        1515.546 (meters)    4972.25  (feet)  COMP
 KQ0370  MODELED GRAV-     979,593.5   (mgal)                       NAVD 88
 KQ0370
 KQ0370  VERT ORDER  -  FIRST     CLASS II
 KQ0370
 KQ0370.The horizontal coordinates were scaled from a topographic map and have
 KQ0370.an estimated accuracy of +/- 6 seconds.
 KQ0370
 KQ0370.The orthometric height was determined by differential leveling
 KQ0370.and adjusted by the National Geodetic Survey in June 1991..
 KQ0370
 KQ0370.The geoid height was determined by GEOID03.
 KQ0370
 KQ0370.The dynamic height is computed by dividing the NAVD 88
 KQ0370.geopotential number by the normal gravity value computed on the
 KQ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0370.degrees latitude (g = 980.6199 gals.).
 KQ0370
 KQ0370.The modeled gravity was interpolated from observed gravity values.
 KQ0370
 KQ0370;                    North         East    Units  Estimated Accuracy
 KQ0370;SPC NV W     - 4,505,070.      856,450.      MT  (+/- 180 meters Scaled)
 KQ0370
 KQ0370                          SUPERSEDED SURVEY CONTROL
 KQ0370
 KQ0370.No superseded survey control is available for this station.
 KQ0370
 KQ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD199504(NAD 83)
 KQ0370_MARKER: DB = BENCH MARK DISK
 KQ0370_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KQ0370+WITH SETTING: INFORMATION.
 KQ0370_SP_SET: SHALLOW SET METAL ROD
 KQ0370_STAMPING: 152 FMK 1973
 KQ0370_MARK LOGO: USGS  
 KQ0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0370
 KQ0370  HISTORY     - Date     Condition        Report By
 KQ0370  HISTORY     - 1973     MONUMENTED       USGS
 KQ0370  HISTORY     - 1984     GOOD             NGS
 KQ0370
 KQ0370                          STATION DESCRIPTION
 KQ0370
 KQ0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KQ0370'4.5 KM (2.8 MI) WEST FROM EASTGATE.
 KQ0370'4.5 KM (2.8 MI) WEST ALONG STATE HIGHWAY 722 FROM THE SERVICE STATION
 KQ0370'AND BAR AT EASTGATE, 11.6 METERS (38 FT) NORTH OF THE HIGHWAY
 KQ0370'CENTERLINE AND 90.5 METERS (297.5 FT) EAST OF THE EAST END OF THE
 KQ0370'NORTH HEADWALL FOR A 18-INCH CORRUGATED METAL PIPE CULVERT.  A
 KQ0370'COPPER-CLAD STEEL ROD SET TO AN UNKNOWN DEPTH.
 KQ0370'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 KQ0370'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0483 ***********************************************************************
 JP0483  DESIGNATION -  153 DOR
 JP0483  PID         -  JP0483
 JP0483  STATE/COUNTY-  NV/LINCOLN
 JP0483  USGS QUAD   -  HAMLIN WELL (1972)
 JP0483
 JP0483                         *CURRENT SURVEY CONTROL
 JP0483  ___________________________________________________________________
 JP0483* NAD 83(1986)-  38 22 44.     (N)    114 03 52.     (W)     SCALED    
 JP0483* NAVD 88     -      1827.001  (meters)    5994.09   (feet)  POSTED    
 JP0483  ___________________________________________________________________
 JP0483  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 JP0483  DYNAMIC HT  -        1824.980 (meters)    5987.46  (feet)  COMP
 JP0483  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 JP0483
 JP0483  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0483
 JP0483.The horizontal coordinates were scaled from a topographic map and have
 JP0483.an estimated accuracy of +/- 6 seconds.
 JP0483
 JP0483.The orthometric height was determined by differential leveling
 JP0483.and adjusted by the National Geodetic Survey in 1992..
 JP0483.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0483.rate of 0.0 thru 1.0 mm/km.
 JP0483
 JP0483.The geoid height was determined by GEOID03.
 JP0483
 JP0483.The dynamic height is computed by dividing the NAVD 88
 JP0483.geopotential number by the normal gravity value computed on the
 JP0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0483.degrees latitude (g = 980.6199 gals.).
 JP0483
 JP0483.The modeled gravity was interpolated from observed gravity values.
 JP0483
 JP0483;                    North         East    Units  Estimated Accuracy
 JP0483;SPC NV E     - 8,403,750.      332,710.      MT  (+/- 180 meters Scaled)
 JP0483
 JP0483                          SUPERSEDED SURVEY CONTROL
 JP0483
 JP0483.No superseded survey control is available for this station.
 JP0483
 JP0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC564519(NAD 83)
 JP0483_MARKER: DB = BENCH MARK DISK
 JP0483_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0483_SP_SET: COPPER-CLAD STEEL ROD
 JP0483_STAMPING: 153 DOR 1971 5990
 JP0483_MARK LOGO: USGS  
 JP0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0483
 JP0483  HISTORY     - Date     Condition        Report By
 JP0483  HISTORY     - 1971     MONUMENTED       USGS
 JP0483
 JP0483                          STATION DESCRIPTION
 JP0483
 JP0483'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0483'70.5 KM (43.80 MI) NORTH FROM MODENA.
 JP0483'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0483'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 24.4
 JP0483'MILES SOUTH ALONG THE MODENA ROAD TO A Y-ROAD SOUTH-SOUTHWEST, 140
 JP0483'FEET SOUTH OF THE INTERSECTION, 60 FEET EAST OF THE Y-ROAD, 47 FEET
 JP0483'SOUTHWEST OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN
 JP0483'DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0483'THE MARK IS 2 FT  NE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0484 ***********************************************************************
 JP0484  DESIGNATION -  154 DOR
 JP0484  PID         -  JP0484
 JP0484  STATE/COUNTY-  NV/LINCOLN
 JP0484  USGS QUAD   -  HAMLIN WELL (1972)
 JP0484
 JP0484                         *CURRENT SURVEY CONTROL
 JP0484  ___________________________________________________________________
 JP0484* NAD 83(1986)-  38 23 31.     (N)    114 04 24.     (W)     SCALED    
 JP0484* NAVD 88     -      1812.303  (meters)    5945.86   (feet)  POSTED    
 JP0484  ___________________________________________________________________
 JP0484  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 JP0484  DYNAMIC HT  -        1810.300 (meters)    5939.29  (feet)  COMP
 JP0484  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 JP0484
 JP0484  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0484
 JP0484.The horizontal coordinates were scaled from a topographic map and have
 JP0484.an estimated accuracy of +/- 6 seconds.
 JP0484
 JP0484.The orthometric height was determined by differential leveling
 JP0484.and adjusted by the National Geodetic Survey in 1992..
 JP0484.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0484.rate of 0.0 thru 1.0 mm/km.
 JP0484
 JP0484.The geoid height was determined by GEOID03.
 JP0484
 JP0484.The dynamic height is computed by dividing the NAVD 88
 JP0484.geopotential number by the normal gravity value computed on the
 JP0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0484.degrees latitude (g = 980.6199 gals.).
 JP0484
 JP0484.The modeled gravity was interpolated from observed gravity values.
 JP0484
 JP0484;                    North         East    Units  Estimated Accuracy
 JP0484;SPC NV E     - 8,405,190.      331,910.      MT  (+/- 180 meters Scaled)
 JP0484
 JP0484                          SUPERSEDED SURVEY CONTROL
 JP0484
 JP0484.No superseded survey control is available for this station.
 JP0484
 JP0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC556533(NAD 83)
 JP0484_MARKER: DB = BENCH MARK DISK
 JP0484_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0484_SP_SET: COPPER-CLAD STEEL ROD
 JP0484_STAMPING: 154 DOR 1971 5942
 JP0484_MARK LOGO: USGS  
 JP0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0484
 JP0484  HISTORY     - Date     Condition        Report By
 JP0484  HISTORY     - 1971     MONUMENTED       USGS
 JP0484
 JP0484                          STATION DESCRIPTION
 JP0484
 JP0484'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0484'72.3 KM (44.90 MI) NORTH FROM MODENA.
 JP0484'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0484'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 23.3
 JP0484'MILES SOUTH ALONG THE MODENA ROAD, 0.1 MILE SOUTHEAST OF A Y-ROAD
 JP0484'JUNCTION SOUTHEAST, 94 FEET NORTHEAST OF THE Y-ROAD, 47 FEET
 JP0484'SOUTHWEST OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN
 JP0484'DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0484'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0485 ***********************************************************************
 JP0485  DESIGNATION -  155 DOR
 JP0485  PID         -  JP0485
 JP0485  STATE/COUNTY-  NV/LINCOLN
 JP0485  USGS QUAD   -  HAMLIN WELL (1972)
 JP0485
 JP0485                         *CURRENT SURVEY CONTROL
 JP0485  ___________________________________________________________________
 JP0485* NAD 83(1986)-  38 24 12.     (N)    114 04 57.     (W)     SCALED    
 JP0485* NAVD 88     -      1804.642  (meters)    5920.73   (feet)  POSTED    
 JP0485  ___________________________________________________________________
 JP0485  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 JP0485  DYNAMIC HT  -        1802.660 (meters)    5914.23  (feet)  COMP
 JP0485  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 JP0485
 JP0485  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0485
 JP0485.The horizontal coordinates were scaled from a topographic map and have
 JP0485.an estimated accuracy of +/- 6 seconds.
 JP0485
 JP0485.The orthometric height was determined by differential leveling
 JP0485.and adjusted by the National Geodetic Survey in 1992..
 JP0485.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0485.rate of 0.0 thru 1.0 mm/km.
 JP0485
 JP0485.The geoid height was determined by GEOID03.
 JP0485
 JP0485.The dynamic height is computed by dividing the NAVD 88
 JP0485.geopotential number by the normal gravity value computed on the
 JP0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0485.degrees latitude (g = 980.6199 gals.).
 JP0485
 JP0485.The modeled gravity was interpolated from observed gravity values.
 JP0485
 JP0485;                    North         East    Units  Estimated Accuracy
 JP0485;SPC NV E     - 8,406,440.      331,090.      MT  (+/- 180 meters Scaled)
 JP0485
 JP0485                          SUPERSEDED SURVEY CONTROL
 JP0485
 JP0485.No superseded survey control is available for this station.
 JP0485
 JP0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC547545(NAD 83)
 JP0485_MARKER: DB = BENCH MARK DISK
 JP0485_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0485_SP_SET: COPPER-CLAD STEEL ROD
 JP0485_STAMPING: 155 DOR 1971 5917
 JP0485_MARK LOGO: USGS  
 JP0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0485
 JP0485  HISTORY     - Date     Condition        Report By
 JP0485  HISTORY     - 1971     MONUMENTED       USGS
 JP0485
 JP0485                          STATION DESCRIPTION
 JP0485
 JP0485'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0485'73.7 KM (45.80 MI) NORTH FROM MODENA.
 JP0485'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0485'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 22.4
 JP0485'MILES SOUTH ALONG THE MODENA ROAD TO A BLADED DRAIN, 0.3 MILES
 JP0485'SOUTHEAST OF A WINDMILL, 60 FEET SOUTHWEST OF THE ROAD.  A
 JP0485'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JP0485'PROJECTING 3 INCHES.
 JP0485'THE MARK IS 2 FT  NE FROM  A WITNESS POST
 JP0485'THE MARK IS 3 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0541 ***********************************************************************
 GR0541  DESIGNATION -  1551.49
 GR0541  PID         -  GR0541
 GR0541  STATE/COUNTY-  NV/CLARK
 GR0541  USGS QUAD   -  BOULDER BEACH (1970)
 GR0541
 GR0541                         *CURRENT SURVEY CONTROL
 GR0541  ___________________________________________________________________
 GR0541* NAD 83(1986)-  36 00 45.     (N)    114 45 31.     (W)     SCALED    
 GR0541* NAVD 88     -       473.591  (meters)    1553.77   (feet)  POSTED    
 GR0541  ___________________________________________________________________
 GR0541  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR0541  DYNAMIC HT  -         473.120 (meters)    1552.23  (feet)  COMP
 GR0541  MODELED GRAV-     979,624.7   (mgal)                       NAVD 88
 GR0541
 GR0541  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0541
 GR0541.The horizontal coordinates were scaled from a topographic map and have
 GR0541.an estimated accuracy of +/- 6 seconds.
 GR0541
 GR0541.The orthometric height was determined by differential leveling
 GR0541.and adjusted by the National Geodetic Survey in 1992..
 GR0541.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0541.rate of 1.1 thru 2.0 mm/km.
 GR0541
 GR0541.The geoid height was determined by GEOID03.
 GR0541
 GR0541.The dynamic height is computed by dividing the NAVD 88
 GR0541.geopotential number by the normal gravity value computed on the
 GR0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0541.degrees latitude (g = 980.6199 gals.).
 GR0541
 GR0541.The modeled gravity was interpolated from observed gravity values.
 GR0541
 GR0541;                    North         East    Units  Estimated Accuracy
 GR0541;SPC NV E     - 8,140,370.      274,340.      MT  (+/- 180 meters Scaled)
 GR0541
 GR0541                          SUPERSEDED SURVEY CONTROL
 GR0541
 GR0541  NGVD 29 (??/??/92)  472.901  (m)         1551.51   (f) ADJ UNCH    1 1
 GR0541
 GR0541.Superseded values are not recommended for survey control.
 GR0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0541.See file dsdata.txt to determine how the superseded data were derived.
 GR0541
 GR0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV019876(NAD 83)
 GR0541_MARKER: DD = SURVEY DISK
 GR0541_SETTING: 66 = SET IN ROCK OUTCROP
 GR0541_SP_SET: OUTCROP
 GR0541_STAMPING: 1551.49
 GR0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0541+STABILITY: POSITION/ELEVATION WELL
 GR0541
 GR0541  HISTORY     - Date     Condition        Report By
 GR0541  HISTORY     - UNK      MONUMENTED       BOR
 GR0541  HISTORY     - 1950     GOOD             NGS
 GR0541  HISTORY     - 1963     GOOD             NGS
 GR0541  HISTORY     - 19961102 GOOD             USPSQD
 GR0541
 GR0541                          STATION DESCRIPTION
 GR0541
 GR0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0541'2.0 MI SW FROM HOOVER DAM.
 GR0541'2.0 MILES SOUTHWEST ALONG THE LOWER PORTAL ROAD FROM THE SOUTHWEST END
 GR0541'OF THE NEVADA RAMP AT THE BOTTOM OF HOOVER DAM, 0.1 MILE SOUTH OF THE
 GR0541'JUNCTION OF U.S. HIGHWAY 93, 143 FEET SOUTH OF THE EAST END OF A SIGN
 GR0541'READING ALL VEHICLES SECOND GEAR SPEED LIMIT CARS 20 M.P.H. TRUCKS 10
 GR0541'M.P.H., 115 FEET WEST OF THE CENTER LINE OF THE ROAD, 39 FEET WEST OF
 GR0541'A 6-INCH STEEL PIPE LINE, DIRECTLY UNDER THE CENTER WIRE OF THE NORTH
 GR0541'ONE OF SEVERAL STEEL TOWER TRANSMISSION LINES, ABOUT 8 FEET HIGHER
 GR0541'THAN THE ROAD, AND SET IN A MASS OF CONCRETE ON TOP OF A PROMINENT
 GR0541'OUTCROP.
 GR0541
 GR0541                          STATION RECOVERY (1963)
 GR0541
 GR0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0541'RECOVERED IN GOOD CONDITION.
 GR0541
 GR0541                          STATION RECOVERY (1996)
 GR0541
 GR0541'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0486 ***********************************************************************
 JP0486  DESIGNATION -  156 DOR
 JP0486  PID         -  JP0486
 JP0486  STATE/COUNTY-  NV/LINCOLN
 JP0486  USGS QUAD   -  HAMLIN WELL (1972)
 JP0486
 JP0486                         *CURRENT SURVEY CONTROL
 JP0486  ___________________________________________________________________
 JP0486* NAD 83(1986)-  38 24 54.     (N)    114 05 29.     (W)     SCALED    
 JP0486* NAVD 88     -      1803.153  (meters)    5915.84   (feet)  POSTED    
 JP0486  ___________________________________________________________________
 JP0486  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 JP0486  DYNAMIC HT  -        1801.180 (meters)    5909.37  (feet)  COMP
 JP0486  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 JP0486
 JP0486  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0486
 JP0486.The horizontal coordinates were scaled from a topographic map and have
 JP0486.an estimated accuracy of +/- 6 seconds.
 JP0486
 JP0486.The orthometric height was determined by differential leveling
 JP0486.and adjusted by the National Geodetic Survey in 1992..
 JP0486.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0486.rate of 0.0 thru 1.0 mm/km.
 JP0486
 JP0486.The geoid height was determined by GEOID03.
 JP0486
 JP0486.The dynamic height is computed by dividing the NAVD 88
 JP0486.geopotential number by the normal gravity value computed on the
 JP0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0486.degrees latitude (g = 980.6199 gals.).
 JP0486
 JP0486.The modeled gravity was interpolated from observed gravity values.
 JP0486
 JP0486;                    North         East    Units  Estimated Accuracy
 JP0486;SPC NV E     - 8,407,720.      330,290.      MT  (+/- 180 meters Scaled)
 JP0486
 JP0486                          SUPERSEDED SURVEY CONTROL
 JP0486
 JP0486.No superseded survey control is available for this station.
 JP0486
 JP0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC539558(NAD 83)
 JP0486_MARKER: DB = BENCH MARK DISK
 JP0486_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0486_SP_SET: COPPER-CLAD STEEL ROD
 JP0486_STAMPING: 156 DOR 1971 5912
 JP0486_MARK LOGO: USGS  
 JP0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0486
 JP0486  HISTORY     - Date     Condition        Report By
 JP0486  HISTORY     - 1971     MONUMENTED       USGS
 JP0486
 JP0486                          STATION DESCRIPTION
 JP0486
 JP0486'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0486'75.3 KM (46.80 MI) NORTH FROM MODENA.
 JP0486'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0486'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 21.4
 JP0486'MILES SOUTH ALONG THE MODENA ROAD TO THE TOP OF A SLIGHT RISE, 40
 JP0486'FEET NORTHEAST OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN
 JP0486'UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0486'THE MARK IS 2 FT  SW FROM  A WITNESS POST
 JP0486'THE MARK IS 4.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0487 ***********************************************************************
 JP0487  DESIGNATION -  157 DOR
 JP0487  PID         -  JP0487
 JP0487  STATE/COUNTY-  NV/LINCOLN
 JP0487  USGS QUAD   -  HAMLIN WELL (1972)
 JP0487
 JP0487                         *CURRENT SURVEY CONTROL
 JP0487  ___________________________________________________________________
 JP0487* NAD 83(1986)-  38 25 36.     (N)    114 06 09.     (W)     SCALED    
 JP0487* NAVD 88     -      1793.904  (meters)    5885.50   (feet)  POSTED    
 JP0487  ___________________________________________________________________
 JP0487  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 JP0487  DYNAMIC HT  -        1791.930 (meters)    5879.02  (feet)  COMP
 JP0487  MODELED GRAV-     979,467.0   (mgal)                       NAVD 88
 JP0487
 JP0487  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0487
 JP0487.The horizontal coordinates were scaled from a topographic map and have
 JP0487.an estimated accuracy of +/- 6 seconds.
 JP0487
 JP0487.The orthometric height was determined by differential leveling
 JP0487.and adjusted by the National Geodetic Survey in 1992..
 JP0487.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0487.rate of 0.0 thru 1.0 mm/km.
 JP0487
 JP0487.The geoid height was determined by GEOID03.
 JP0487
 JP0487.The dynamic height is computed by dividing the NAVD 88
 JP0487.geopotential number by the normal gravity value computed on the
 JP0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0487.degrees latitude (g = 980.6199 gals.).
 JP0487
 JP0487.The modeled gravity was interpolated from observed gravity values.
 JP0487
 JP0487;                    North         East    Units  Estimated Accuracy
 JP0487;SPC NV E     - 8,409,000.      329,300.      MT  (+/- 180 meters Scaled)
 JP0487
 JP0487                          SUPERSEDED SURVEY CONTROL
 JP0487
 JP0487.No superseded survey control is available for this station.
 JP0487
 JP0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC529571(NAD 83)
 JP0487_MARKER: DB = BENCH MARK DISK
 JP0487_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0487_SP_SET: COPPER-CLAD STEEL ROD
 JP0487_STAMPING: 157 DOR 1971 5882
 JP0487_MARK LOGO: USGS  
 JP0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0487
 JP0487  HISTORY     - Date     Condition        Report By
 JP0487  HISTORY     - 1971     MONUMENTED       USGS
 JP0487
 JP0487                          STATION DESCRIPTION
 JP0487
 JP0487'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0487'76.9 KM (47.80 MI) NORTH FROM MODENA.
 JP0487'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0487'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 20.4
 JP0487'MILES SOUTH ALONG THE MODENA ROAD, 30 FEET NORTHEAST OF THE ROAD.  A
 JP0487'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JP0487'PROJECTING 3 INCHES.
 JP0487'THE MARK IS 2 FT  SW FROM  A WITNESS POST
 JP0487'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0488 ***********************************************************************
 JP0488  DESIGNATION -  158 DOR
 JP0488  PID         -  JP0488
 JP0488  STATE/COUNTY-  NV/LINCOLN
 JP0488  USGS QUAD   -  HAMLIN WELL (1972)
 JP0488
 JP0488                         *CURRENT SURVEY CONTROL
 JP0488  ___________________________________________________________________
 JP0488* NAD 83(1986)-  38 26 26.     (N)    114 06 26.     (W)     SCALED    
 JP0488* NAVD 88     -      1792.294  (meters)    5880.22   (feet)  POSTED    
 JP0488  ___________________________________________________________________
 JP0488  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 JP0488  DYNAMIC HT  -        1790.330 (meters)    5873.77  (feet)  COMP
 JP0488  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 JP0488
 JP0488  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0488
 JP0488.The horizontal coordinates were scaled from a topographic map and have
 JP0488.an estimated accuracy of +/- 6 seconds.
 JP0488
 JP0488.The orthometric height was determined by differential leveling
 JP0488.and adjusted by the National Geodetic Survey in 1992..
 JP0488.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0488.rate of 0.0 thru 1.0 mm/km.
 JP0488
 JP0488.The geoid height was determined by GEOID03.
 JP0488
 JP0488.The dynamic height is computed by dividing the NAVD 88
 JP0488.geopotential number by the normal gravity value computed on the
 JP0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0488.degrees latitude (g = 980.6199 gals.).
 JP0488
 JP0488.The modeled gravity was interpolated from observed gravity values.
 JP0488
 JP0488;                    North         East    Units  Estimated Accuracy
 JP0488;SPC NV E     - 8,410,530.      328,860.      MT  (+/- 180 meters Scaled)
 JP0488
 JP0488                          SUPERSEDED SURVEY CONTROL
 JP0488
 JP0488.No superseded survey control is available for this station.
 JP0488
 JP0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC524586(NAD 83)
 JP0488_MARKER: DB = BENCH MARK DISK
 JP0488_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0488_SP_SET: COPPER-CLAD STEEL ROD
 JP0488_STAMPING: 158 DOR 1971 5876
 JP0488_MARK LOGO: USGS  
 JP0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0488
 JP0488  HISTORY     - Date     Condition        Report By
 JP0488  HISTORY     - 1971     MONUMENTED       USGS
 JP0488
 JP0488                          STATION DESCRIPTION
 JP0488
 JP0488'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0488'78.5 KM (48.80 MI) NORTH FROM MODENA.
 JP0488'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0488'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 19.4
 JP0488'MILES SOUTH ALONG THE MODENA ROAD, 36 FEET NORTHEAST OF THE ROAD.  A
 JP0488'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JP0488'PROJECTING 3 INCHES.
 JP0488'THE MARK IS 2 FT  SW FROM  A WITNESS POST
 JP0488'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5106 ***********************************************************************
 AI5106  DESIGNATION -  158220X
 AI5106  PID         -  AI5106
 AI5106  STATE/COUNTY-  NV/C OF CARSON CITY
 AI5106  USGS QUAD   -  GENOA (1994)
 AI5106
 AI5106                         *CURRENT SURVEY CONTROL
 AI5106  ___________________________________________________________________
 AI5106* NAD 83(1999)-  39 05 51.65755(N)    119 46 27.32543(W)     ADJUSTED  
 AI5106* NAVD 88     -      1500.6    (meters)    4923.     (feet)  GPS OBS   
 AI5106  ___________________________________________________________________
 AI5106  EPOCH DATE  -        1999.37
 AI5106  X           -  -2,461,885.424 (meters)                     COMP
 AI5106  Y           -  -4,303,176.327 (meters)                     COMP
 AI5106  Z           -   4,001,669.823 (meters)                     COMP
 AI5106  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 AI5106  ELLIP HEIGHT-        1476.20  (meters)          (05/16/00) GPS OBS
 AI5106  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AI5106
 AI5106  HORZ ORDER  -  A
 AI5106  ELLP ORDER  -  FOURTH    CLASS I
 AI5106
 AI5106.The horizontal coordinates were established by GPS observations
 AI5106.and adjusted by the National Geodetic Survey in May 2000..
 AI5106.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI5106.DATUM ITEM on the data sheet items page.
 AI5106.The horizontal coordinates are valid at the epoch date displayed above.
 AI5106.The epoch date for horizontal control is a decimal equivalence
 AI5106.of Year/Month/Day.
 AI5106
 AI5106.The orthometric height was determined by GPS observations and a
 AI5106.high-resolution geoid model.
 AI5106
 AI5106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5106
 AI5106.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5106
 AI5106.The ellipsoidal height was determined by GPS observations
 AI5106.and is referenced to NAD 83.
 AI5106
 AI5106.The geoid height was determined by GEOID03.
 AI5106
 AI5106;                    North         East     Units Scale Factor Converg.
 AI5106;SPC NV W     - 4,483,117.011   696,985.329   MT  1.00003063   -0 45 04.0
 AI5106;SPC NV W     -14,708,359.73  2,286,692.70   sFT  1.00003063   -0 45 04.0
 AI5106;UTM  11      - 4,331,281.229   260,083.498   MT  1.00030880   -1 45 01.5
 AI5106
 AI5106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5106!SPC NV W     -   0.99976845  x   1.00003063  =   0.99979907
 AI5106!UTM  11      -   0.99976845  x   1.00030880  =   1.00007717
 AI5106
 AI5106                          SUPERSEDED SURVEY CONTROL
 AI5106
 AI5106.No superseded survey control is available for this station.
 AI5106
 AI5106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6008331281(NAD 83)
 AI5106_MARKER: I = METAL ROD
 AI5106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5106_STAMPING: 158220X
 AI5106_MARK LOGO: NVDH  
 AI5106_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5106+STABILITY: SURFACE MOTION
 AI5106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5106+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI5106
 AI5106  HISTORY     - Date     Condition        Report By
 AI5106  HISTORY     - 1998     MONUMENTED       NVDT
 AI5106
 AI5106                          STATION DESCRIPTION
 AI5106
 AI5106'DESCRIBED BY NEVADA DEPARTMENT OF TRANSPORTATION 1998 (WJI)
 AI5106'THE STATION IS A 4 CM DIAMETER COPPERWELD SET IN THE CENTER OF A
 AI5106'CONCRETE POST 1.21 METERS (3.97 FT) DEEP AND 0.33 METERS (1.08 FT) IN
 AI5106'DIAMETER WITH A GREEN STEEL WITNESS POST 0.91 METERS (2.99 FT) SOUTH
 AI5106'OF THE STATION.  TO REACH THE STATION FORM THE JUNCTION OF JACKS
 AI5106'VALLEY ROAD AND US 395 GO SOUTH ALONG US 395 FOR 482 METERS (1581.4
 AI5106'FT) TO THE STATION ON THE EAST SIDE OF US 395.  IT IS 63.39 METERS
 AI5106'(207.97 FT) EAST OF THE CENTERLINE OF THE HIGHWAY ON TOP OF BACKSLOPE
 AI5106'OF A LARGE CUT AND ALSO 4 METERS (13.1 FT) SOUTHWESTERLY OF THE
 AI5106'SOUTHWEST CORNER OF A PAVEL PARKING AREA IN A CHURCH PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0489 ***********************************************************************
 JP0489  DESIGNATION -  159 DOR
 JP0489  PID         -  JP0489
 JP0489  STATE/COUNTY-  NV/LINCOLN
 JP0489  USGS QUAD   -  HAMLIN WELL (1972)
 JP0489
 JP0489                         *CURRENT SURVEY CONTROL
 JP0489  ___________________________________________________________________
 JP0489* NAD 83(1986)-  38 27 22.     (N)    114 06 17.     (W)     SCALED    
 JP0489* NAVD 88     -      1782.931  (meters)    5849.50   (feet)  POSTED    
 JP0489  ___________________________________________________________________
 JP0489  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 JP0489  DYNAMIC HT  -        1780.970 (meters)    5843.07  (feet)  COMP
 JP0489  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 JP0489
 JP0489  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0489
 JP0489.The horizontal coordinates were scaled from a topographic map and have
 JP0489.an estimated accuracy of +/- 6 seconds.
 JP0489
 JP0489.The orthometric height was determined by differential leveling
 JP0489.and adjusted by the National Geodetic Survey in 1992..
 JP0489.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0489.rate of 0.0 thru 1.0 mm/km.
 JP0489
 JP0489.The geoid height was determined by GEOID03.
 JP0489
 JP0489.The dynamic height is computed by dividing the NAVD 88
 JP0489.geopotential number by the normal gravity value computed on the
 JP0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0489.degrees latitude (g = 980.6199 gals.).
 JP0489
 JP0489.The modeled gravity was interpolated from observed gravity values.
 JP0489
 JP0489;                    North         East    Units  Estimated Accuracy
 JP0489;SPC NV E     - 8,412,260.      329,050.      MT  (+/- 180 meters Scaled)
 JP0489
 JP0489                          SUPERSEDED SURVEY CONTROL
 JP0489
 JP0489.No superseded survey control is available for this station.
 JP0489
 JP0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC526603(NAD 83)
 JP0489_MARKER: DB = BENCH MARK DISK
 JP0489_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0489_SP_SET: COPPER-CLAD STEEL ROD
 JP0489_STAMPING: 159 DOR 1971 5836
 JP0489_MARK LOGO: USGS  
 JP0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0489
 JP0489  HISTORY     - Date     Condition        Report By
 JP0489  HISTORY     - 1971     MONUMENTED       USGS
 JP0489
 JP0489                          STATION DESCRIPTION
 JP0489
 JP0489'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0489'80.3 KM (49.90 MI) NORTH FROM MODENA.
 JP0489'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0489'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 18.3
 JP0489'MILES SOUTH ALONG THE MODENA ROAD TO THE TOP OF A RISE, 75 FEET
 JP0489'NORTHWEST OF A DRY WASH, 40 FEET EAST OF THE ROAD.  (NOTE - STAMPED
 JP0489'ELEVATIONIN ERROR BY -10 FEET) A COPPER-CLAD STEEL ROD DRIVEN TO AN
 JP0489'UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0489'THE MARK IS 2 FT  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0552 ***********************************************************************
 MT0552  DESIGNATION -  16
 MT0552  PID         -  MT0552
 MT0552  STATE/COUNTY-  NV/ELKO
 MT0552  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0552
 MT0552                         *CURRENT SURVEY CONTROL
 MT0552  ___________________________________________________________________
 MT0552* NAD 83(1986)-  41 50 57.     (N)    115 58 36.     (W)     SCALED    
 MT0552* NAVD 88     -      1708.459  (meters)    5605.17   (feet)  ADJUSTED  
 MT0552  ___________________________________________________________________
 MT0552  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 MT0552  DYNAMIC HT  -        1707.185 (meters)    5600.99  (feet)  COMP
 MT0552  MODELED GRAV-     979,816.1   (mgal)                       NAVD 88
 MT0552
 MT0552  VERT ORDER  -  SECOND    CLASS 0
 MT0552
 MT0552.The horizontal coordinates were scaled from a topographic map and have
 MT0552.an estimated accuracy of +/- 6 seconds.
 MT0552
 MT0552.The orthometric height was determined by differential leveling
 MT0552.and adjusted by the National Geodetic Survey in June 1991..
 MT0552
 MT0552.The geoid height was determined by GEOID03.
 MT0552
 MT0552.The dynamic height is computed by dividing the NAVD 88
 MT0552.geopotential number by the normal gravity value computed on the
 MT0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0552.degrees latitude (g = 980.6199 gals.).
 MT0552
 MT0552.The modeled gravity was interpolated from observed gravity values.
 MT0552
 MT0552;                    North         East    Units  Estimated Accuracy
 MT0552;SPC NV E     - 8,788,020.      167,340.      MT  (+/- 180 meters Scaled)
 MT0552
 MT0552                          SUPERSEDED SURVEY CONTROL
 MT0552
 MT0552  NGVD 29 (??/??/92) 1707.269  (m)         5601.27   (f) ADJ UNCH    2 0
 MT0552
 MT0552.Superseded values are not recommended for survey control.
 MT0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0552.See file dsdata.txt to determine how the superseded data were derived.
 MT0552
 MT0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG849335(NAD 83)
 MT0552_MARKER: DD = SURVEY DISK
 MT0552_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0552_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MT0552_STAMPING: 16 5601 60
 MT0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0552
 MT0552  HISTORY     - Date     Condition        Report By
 MT0552  HISTORY     - UNK      MONUMENTED       USFWA
 MT0552  HISTORY     - 1951     GOOD             NGS
 MT0552
 MT0552                          STATION DESCRIPTION
 MT0552
 MT0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0552'1.0 MI NW FROM MOUNTAIN CITY.
 MT0552'1.0 MILES NORTHWEST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0552'MOUNTAIN CITY, 0.3 MILES WEST OF SLAUGHTER HOUSE CREEK, 53 FEET
 MT0552'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 16.2 FEET SOUTHWEST OF A
 MT0552'FENCE LINE, 8 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A DRAIN, 1.7
 MT0552'FEET NORTHWEST OF A WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE
 MT0552'HIGHWAY, AND BRAZED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 0.4
 MT0552'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0236 ***********************************************************************
 JR0236  DESIGNATION -  16
 JR0236  PID         -  JR0236
 JR0236  STATE/COUNTY-  NV/MINERAL
 JR0236  USGS QUAD   -  BASALT (1982)
 JR0236
 JR0236                         *CURRENT SURVEY CONTROL
 JR0236  ___________________________________________________________________
 JR0236* NAD 83(1986)-  38 03 44.     (N)    118 16 47.     (W)     SCALED    
 JR0236* NAVD 88     -      1810.022  (meters)    5938.38   (feet)  ADJUSTED  
 JR0236  ___________________________________________________________________
 JR0236  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 JR0236  DYNAMIC HT  -        1807.993 (meters)    5931.72  (feet)  COMP
 JR0236  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 JR0236
 JR0236  VERT ORDER  -  FIRST     CLASS II
 JR0236
 JR0236.The horizontal coordinates were scaled from a topographic map and have
 JR0236.an estimated accuracy of +/- 6 seconds.
 JR0236
 JR0236.The orthometric height was determined by differential leveling
 JR0236.and adjusted by the National Geodetic Survey in June 1991..
 JR0236
 JR0236.The geoid height was determined by GEOID03.
 JR0236
 JR0236.The dynamic height is computed by dividing the NAVD 88
 JR0236.geopotential number by the normal gravity value computed on the
 JR0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0236.degrees latitude (g = 980.6199 gals.).
 JR0236
 JR0236.The modeled gravity was interpolated from observed gravity values.
 JR0236
 JR0236;                    North         East    Units  Estimated Accuracy
 JR0236;SPC NV W     - 4,367,550.      826,640.      MT  (+/- 180 meters Scaled)
 JR0236
 JR0236                          SUPERSEDED SURVEY CONTROL
 JR0236
 JR0236  NGVD 29 (??/??/92) 1808.758  (m)         5934.23   (f) ADJ UNCH    1 2
 JR0236
 JR0236.Superseded values are not recommended for survey control.
 JR0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0236.See file dsdata.txt to determine how the superseded data were derived.
 JR0236
 JR0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC877134(NAD 83)
 JR0236_MARKER: DD = SURVEY DISK
 JR0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0236_STAMPING: 16 S 662-1 M1-10
 JR0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0236+STABILITY: SURFACE MOTION
 JR0236
 JR0236  HISTORY     - Date     Condition        Report By
 JR0236  HISTORY     - UNK      MONUMENTED       NVDH
 JR0236  HISTORY     - 1955     GOOD             NGS
 JR0236  HISTORY     - 1986     MARK NOT FOUND   NGS
 JR0236
 JR0236                          STATION DESCRIPTION
 JR0236
 JR0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0236'4.1 MI N FROM BASALT.
 JR0236'4.1 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 JR0236'U.S. HIGHWAY 6 AT BASALT, OPPOSITE THE APPROXIMATE CENTER OF A
 JR0236'30-FOOT-HIGH CUT BANK, 30.0 FEET SOUTHWEST OF THE CENTER LINE
 JR0236'OF THE HIGHWAY, 2.3 FEET NORTHEAST OF A 2-INCH BLACK-AND-WHITE
 JR0236'PAINTED IRON PIPE WHICH IS ENCASED IN CONCRETE AND PROJECTS
 JR0236'2.0 FEET ABOVE THE GROUND, ABOUT 4 FEET HIGHER THAN THE HIGHWAY,
 JR0236'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 JR0236'THE GROUND.
 JR0236
 JR0236                          STATION RECOVERY (1986)
 JR0236
 JR0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0236'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1261 ***********************************************************************
 KR1261  DESIGNATION -  16 1
 KR1261  PID         -  KR1261
 KR1261  STATE/COUNTY-  NV/WASHOE
 KR1261  USGS QUAD   -  RENO (1982)
 KR1261
 KR1261                         *CURRENT SURVEY CONTROL
 KR1261  ___________________________________________________________________
 KR1261* NAD 83(1986)-  39 30 25.     (N)    119 51 25.     (W)     SCALED    
 KR1261* NAVD 88     -      1404.289  (meters)    4607.24   (feet)  ADJUSTED  
 KR1261  ___________________________________________________________________
 KR1261  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 KR1261  DYNAMIC HT  -        1402.979 (meters)    4602.94  (feet)  COMP
 KR1261  MODELED GRAV-     979,646.0   (mgal)                       NAVD 88
 KR1261
 KR1261  VERT ORDER  -  SECOND    CLASS 0
 KR1261
 KR1261.The horizontal coordinates were scaled from a topographic map and have
 KR1261.an estimated accuracy of +/- 6 seconds.
 KR1261
 KR1261.The orthometric height was determined by differential leveling
 KR1261.and adjusted by the National Geodetic Survey in June 1991..
 KR1261
 KR1261.The geoid height was determined by GEOID03.
 KR1261
 KR1261.The dynamic height is computed by dividing the NAVD 88
 KR1261.geopotential number by the normal gravity value computed on the
 KR1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1261.degrees latitude (g = 980.6199 gals.).
 KR1261
 KR1261.The modeled gravity was interpolated from observed gravity values.
 KR1261
 KR1261;                    North         East    Units  Estimated Accuracy
 KR1261;SPC NV W     - 4,528,650.      690,470.      MT  (+/- 180 meters Scaled)
 KR1261
 KR1261                          SUPERSEDED SURVEY CONTROL
 KR1261
 KR1261  NGVD 29 (??/??/92) 1403.177  (m)         4603.59   (f) ADJ UNCH    2 0
 KR1261
 KR1261.Superseded values are not recommended for survey control.
 KR1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1261.See file dsdata.txt to determine how the superseded data were derived.
 KR1261
 KR1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD543769(NAD 83)
 KR1261_MARKER: DB = BENCH MARK DISK
 KR1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1261_STAMPING: 16-1 4603.460
 KR1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1261+STABILITY: SURFACE MOTION
 KR1261
 KR1261  HISTORY     - Date     Condition        Report By
 KR1261  HISTORY     - UNK      MONUMENTED       CGS
 KR1261  HISTORY     - 1951     GOOD             NGS
 KR1261  HISTORY     - 1967     POOR             USGS
 KR1261
 KR1261                          STATION DESCRIPTION
 KR1261
 KR1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1261'1.5 MI SW FROM RENO.
 KR1261'1.5 MILES SOUTHWEST OF THE INTERSECTION OF MAYBERRY DRIVE AND
 KR1261'CALIFORNIA AVENUE IN RENO, AT THE CAUGHLIN RANCH, 75 FEET EAST OF THE
 KR1261'CENTER LINE OF A DRIVEWAY LEADING SOUTH TO THE RANCH HOUSE, 23 FEET
 KR1261'EAST OF TELEGRAPH POLE NO. 3724, 22 1/2 FEET SOUTH OF THE CENTER LINE
 KR1261'OF THE DRIVE, 1.5 FEET NORTH OF A WIRE FENCE, 2 FEET EAST OF A WITNESS
 KR1261'POST, ABOUT LEVEL WITH THE DRIVE, AND SET IN THE TOP OF A CONCRETE
 KR1261'POST PROJECTING 0.7 FEET ABOVE THE GROUND.
 KR1261
 KR1261                          STATION RECOVERY (1967)
 KR1261
 KR1261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1261'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0748 ***********************************************************************
 GS0748  DESIGNATION -  16 A HN
 GS0748  PID         -  GS0748
 GS0748  STATE/COUNTY-  NV/NYE
 GS0748  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0748
 GS0748                         *CURRENT SURVEY CONTROL
 GS0748  ___________________________________________________________________
 GS0748* NAD 83(1986)-  36 41 37.     (N)    116 10 13.     (W)     SCALED    
 GS0748* NAVD 88     -      1060.416  (meters)    3479.05   (feet)  ADJUSTED  
 GS0748  ___________________________________________________________________
 GS0748  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 GS0748  DYNAMIC HT  -        1059.255 (meters)    3475.24  (feet)  COMP
 GS0748  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 GS0748
 GS0748  VERT ORDER  -  FIRST     CLASS I
 GS0748
 GS0748.The horizontal coordinates were scaled from a topographic map and have
 GS0748.an estimated accuracy of +/- 6 seconds.
 GS0748
 GS0748.The orthometric height was determined by differential leveling
 GS0748.and adjusted by the National Geodetic Survey in May 2004..
 GS0748
 GS0748.The geoid height was determined by GEOID03.
 GS0748
 GS0748.The dynamic height is computed by dividing the NAVD 88
 GS0748.geopotential number by the normal gravity value computed on the
 GS0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0748.degrees latitude (g = 980.6199 gals.).
 GS0748
 GS0748.The modeled gravity was interpolated from observed gravity values.
 GS0748
 GS0748;                    North         East    Units  Estimated Accuracy
 GS0748;SPC NV C     - 6,215,740.      544,360.      MT  (+/- 180 meters Scaled)
 GS0748
 GS0748                          SUPERSEDED SURVEY CONTROL
 GS0748
 GS0748  NAVD 88 (??/??/92) 1060.420  (m)         3479.06   (f) UNKNOWN     3 0
 GS0748  NGVD 29 (05/01/91) 1059.521  (m)         3476.11   (f) ADJUSTED    1 1
 GS0748
 GS0748.Superseded values are not recommended for survey control.
 GS0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0748.See file dsdata.txt to determine how the superseded data were derived.
 GS0748
 GS0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA741612(NAD 83)
 GS0748_MARKER: DD = SURVEY DISK
 GS0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0748_SP_SET: CONCRETE POST
 GS0748_STAMPING: H-N 16A 1956 3476.13
 GS0748_MARK LOGO: AEC   
 GS0748_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0748+STABILITY: SURFACE MOTION
 GS0748
 GS0748  HISTORY     - Date     Condition        Report By
 GS0748  HISTORY     - 1956     MONUMENTED       AEC
 GS0748  HISTORY     - 1983     GOOD             USGS
 GS0748  HISTORY     - 1986     GOOD             USGS
 GS0748  HISTORY     - 1988     GOOD             USGS
 GS0748  HISTORY     - 19910617 GOOD             USGS
 GS0748  HISTORY     - 19930322 GOOD             USGS
 GS0748  HISTORY     - 19950330 GOOD             USGS
 GS0748
 GS0748                          STATION DESCRIPTION
 GS0748
 GS0748'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0748'18.6 KM (11.55 MI) NW FROM MERCURY.
 GS0748'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0748'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0748'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 11.55 MILES, 110 FEET
 GS0748'SOUTH OF THE ROAD.
 GS0748'THE MARK IS 2 FT  N FROM  A 4 BY 4 POST
 GS0748
 GS0748                          STATION RECOVERY (1986)
 GS0748
 GS0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0748'RECOVERED IN GOOD CONDITION.
 GS0748
 GS0748                          STATION RECOVERY (1988)
 GS0748
 GS0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0748'RECOVERED IN GOOD CONDITION.
 GS0748
 GS0748                          STATION RECOVERY (1991)
 GS0748
 GS0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0748'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0748'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0748'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 11.55 MILES, 110 FEET
 GS0748'SOUTH OF THE ROAD.
 GS0748
 GS0748                          STATION RECOVERY (1993)
 GS0748
 GS0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0748'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0748'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0748'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 11.55 MILES
 GS0748'(18.59 KM), 110 FEET (33.5 M) SOUTH OF THE ROAD.
 GS0748
 GS0748                          STATION RECOVERY (1995)
 GS0748
 GS0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0748'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0622 ***********************************************************************
 MU0622  DESIGNATION -  16 BKC
 MU0622  PID         -  MU0622
 MU0622  STATE/COUNTY-  NV/ELKO
 MU0622  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0622
 MU0622                         *CURRENT SURVEY CONTROL
 MU0622  ___________________________________________________________________
 MU0622* NAD 83(1986)-  41 34 13.     (N)    116 42 29.     (W)     SCALED    
 MU0622* NAVD 88     -      1652.058  (meters)    5420.13   (feet)  POSTED    
 MU0622  ___________________________________________________________________
 MU0622  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 MU0622  DYNAMIC HT  -        1650.820 (meters)    5416.07  (feet)  COMP
 MU0622  MODELED GRAV-     979,812.4   (mgal)                       NAVD 88
 MU0622
 MU0622  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0622
 MU0622.The horizontal coordinates were scaled from a topographic map and have
 MU0622.an estimated accuracy of +/- 6 seconds.
 MU0622
 MU0622.The orthometric height was determined by differential leveling
 MU0622.and adjusted by the National Geodetic Survey in 1992..
 MU0622.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0622.rate of 0.0 thru 1.0 mm/km.
 MU0622
 MU0622.The geoid height was determined by GEOID03.
 MU0622
 MU0622.The dynamic height is computed by dividing the NAVD 88
 MU0622.geopotential number by the normal gravity value computed on the
 MU0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0622.degrees latitude (g = 980.6199 gals.).
 MU0622
 MU0622.The modeled gravity was interpolated from observed gravity values.
 MU0622
 MU0622;                    North         East    Units  Estimated Accuracy
 MU0622;SPC NV E     - 8,757,590.      106,200.      MT  (+/- 180 meters Scaled)
 MU0622
 MU0622                          SUPERSEDED SURVEY CONTROL
 MU0622
 MU0622.No superseded survey control is available for this station.
 MU0622
 MU0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG243021(NAD 83)
 MU0622_MARKER: DD = SURVEY DISK
 MU0622_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0622_SP_SET: COPPER-CLAD STEEL ROD
 MU0622_STAMPING: 16 BKC 1973 5417
 MU0622_MARK LOGO: USGS  
 MU0622_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0622+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0622
 MU0622  HISTORY     - Date     Condition        Report By
 MU0622  HISTORY     - 1973     MONUMENTED       USGS
 MU0622
 MU0622                          STATION DESCRIPTION
 MU0622
 MU0622'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0622'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0622'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0622'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0622'ALONG ROAD, THENCE 2.9 MILES NORTH-NORTHWEST ALONG ROAD, 7.6 MILES
 MU0622'WEST AND 4.8 MILES NORTHWEST OF WINTERS RANCH -STONE HOUSE-, 95 FEET
 MU0622'WEST OF THE CENTERLINE OF THE ROAD, 4 FEET SOUTHWEST OF A CAIRN, SET
 MU0622'ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0622'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0413 ***********************************************************************
 HP0413  DESIGNATION -  16 DOR
 HP0413  PID         -  HP0413
 HP0413  STATE/COUNTY-  NV/LINCOLN
 HP0413  USGS QUAD   -  DEADMAN SPRING (1970)
 HP0413
 HP0413                         *CURRENT SURVEY CONTROL
 HP0413  ___________________________________________________________________
 HP0413* NAD 83(1986)-  37 54 40.     (N)    114 59 40.     (W)     SCALED    
 HP0413* NAVD 88     -      1437.484  (meters)    4716.15   (feet)  ADJUSTED  
 HP0413  ___________________________________________________________________
 HP0413  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 HP0413  DYNAMIC HT  -        1435.947 (meters)    4711.10  (feet)  COMP
 HP0413  MODELED GRAV-     979,510.3   (mgal)                       NAVD 88
 HP0413
 HP0413  VERT ORDER  -  SECOND    CLASS 0
 HP0413
 HP0413.The horizontal coordinates were scaled from a topographic map and have
 HP0413.an estimated accuracy of +/- 6 seconds.
 HP0413
 HP0413.The orthometric height was determined by differential leveling
 HP0413.and adjusted by the National Geodetic Survey in June 1991..
 HP0413
 HP0413.The geoid height was determined by GEOID03.
 HP0413
 HP0413.The dynamic height is computed by dividing the NAVD 88
 HP0413.geopotential number by the normal gravity value computed on the
 HP0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0413.degrees latitude (g = 980.6199 gals.).
 HP0413
 HP0413.The modeled gravity was interpolated from observed gravity values.
 HP0413
 HP0413;                    North         East    Units  Estimated Accuracy
 HP0413;SPC NV E     - 8,350,900.      251,780.      MT  (+/- 180 meters Scaled)
 HP0413
 HP0413                          SUPERSEDED SURVEY CONTROL
 HP0413
 HP0413.No superseded survey control is available for this station.
 HP0413
 HP0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB763978(NAD 83)
 HP0413_MARKER: DD = SURVEY DISK
 HP0413_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0413_SP_SET: COPPER-CLAD STEEL ROD
 HP0413_STAMPING: 16 DOR 1968 4713
 HP0413_MARK LOGO: USGS  
 HP0413_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0413+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0413
 HP0413  HISTORY     - Date     Condition        Report By
 HP0413  HISTORY     - 1968     MONUMENTED       USGS
 HP0413
 HP0413                          STATION DESCRIPTION
 HP0413
 HP0413'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0413'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 28.5 MILES NORTHEAST
 HP0413'ALONG HIGHWAY 38, 100 FEET WEST OF THE NEW ROAD CENTERLINE, 48 FEET
 HP0413'WEST AND 2 FEET HIGHER THAN THE ROAD, 2 FEET SOUTH OF A WITNESS SIGN,
 HP0413'ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0561 ***********************************************************************
 JP0561  DESIGNATION -  16 DOR
 JP0561  PID         -  JP0561
 JP0561  STATE/COUNTY-  NV/LINCOLN
 JP0561  USGS QUAD   -  SHINGLE PASS SE (1980)
 JP0561
 JP0561                         *CURRENT SURVEY CONTROL
 JP0561  ___________________________________________________________________
 JP0561* NAD 83(1986)-  38 30 02.     (N)    114 47 05.     (W)     SCALED    
 JP0561* NAVD 88     -      1855.651  (meters)    6088.08   (feet)  ADJUSTED  
 JP0561  ___________________________________________________________________
 JP0561  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 JP0561  DYNAMIC HT  -        1853.609 (meters)    6081.38  (feet)  COMP
 JP0561  MODELED GRAV-     979,462.1   (mgal)                       NAVD 88
 JP0561
 JP0561  VERT ORDER  -  SECOND    CLASS 0
 JP0561
 JP0561.The horizontal coordinates were scaled from a topographic map and have
 JP0561.an estimated accuracy of +/- 6 seconds.
 JP0561
 JP0561.The orthometric height was determined by differential leveling
 JP0561.and adjusted by the National Geodetic Survey in August 1995..
 JP0561
 JP0561.The geoid height was determined by GEOID03.
 JP0561
 JP0561.The dynamic height is computed by dividing the NAVD 88
 JP0561.geopotential number by the normal gravity value computed on the
 JP0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0561.degrees latitude (g = 980.6199 gals.).
 JP0561
 JP0561.The modeled gravity was interpolated from observed gravity values.
 JP0561
 JP0561;                    North         East    Units  Estimated Accuracy
 JP0561;SPC NV E     - 8,416,460.      269,660.      MT  (+/- 180 meters Scaled)
 JP0561
 JP0561                          SUPERSEDED SURVEY CONTROL
 JP0561
 JP0561.No superseded survey control is available for this station.
 JP0561
 JP0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC931636(NAD 83)
 JP0561_MARKER: DD = SURVEY DISK
 JP0561_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0561_SP_SET: COPPER-CLAD STEEL ROD
 JP0561_STAMPING: 16 DOR 1971 6084
 JP0561_MARK LOGO: USGS  
 JP0561_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0561
 JP0561  HISTORY     - Date     Condition        Report By
 JP0561  HISTORY     - 1971     MONUMENTED       USGS
 JP0561
 JP0561                          STATION DESCRIPTION
 JP0561
 JP0561'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0561'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0561'HIGHWAY 93 TO A T-ROAD WEST, THENCE 8.5 MILES WEST TO A GATE AND A
 JP0561'ROAD SOUTH, THENCE 5.9 MILES SOUTH TO A CATTLEGUARD, 50 FEET WEST OF
 JP0561'AND 2 FEET LOWER THAN THE CENTERLINE OF THE ROAD, 0.5 FOOT NORTH OF A
 JP0561'FENCE, 4 FEET EAST OF A WITNESS POST, ON A 5/8 COPPER COATED ROD
 JP0561'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0580 ***********************************************************************
 JP0580  DESIGNATION -  16 DOR
 JP0580  PID         -  JP0580
 JP0580  STATE/COUNTY-  NV/WHITE PINE
 JP0580  USGS QUAD   -  WHITE ROCK CREEK (1973)
 JP0580
 JP0580                         *CURRENT SURVEY CONTROL
 JP0580  ___________________________________________________________________
 JP0580* NAD 83(1986)-  38 58 10.     (N)    114 47 37.     (W)     SCALED    
 JP0580* NAVD 88     -      2067.035  (meters)    6781.60   (feet)  ADJUSTED  
 JP0580  ___________________________________________________________________
 JP0580  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 JP0580  DYNAMIC HT  -        2064.724 (meters)    6774.02  (feet)  COMP
 JP0580  MODELED GRAV-     979,435.9   (mgal)                       NAVD 88
 JP0580
 JP0580  VERT ORDER  -  SECOND    CLASS 0
 JP0580
 JP0580.The horizontal coordinates were scaled from a topographic map and have
 JP0580.an estimated accuracy of +/- 6 seconds.
 JP0580
 JP0580.The orthometric height was determined by differential leveling
 JP0580.and adjusted by the National Geodetic Survey in August 1995..
 JP0580
 JP0580.The geoid height was determined by GEOID03.
 JP0580
 JP0580.The dynamic height is computed by dividing the NAVD 88
 JP0580.geopotential number by the normal gravity value computed on the
 JP0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0580.degrees latitude (g = 980.6199 gals.).
 JP0580
 JP0580.The modeled gravity was interpolated from observed gravity values.
 JP0580
 JP0580;                    North         East    Units  Estimated Accuracy
 JP0580;SPC NV E     - 8,468,500.      268,430.      MT  (+/- 180 meters Scaled)
 JP0580
 JP0580                          SUPERSEDED SURVEY CONTROL
 JP0580
 JP0580.No superseded survey control is available for this station.
 JP0580
 JP0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD911157(NAD 83)
 JP0580_MARKER: DD = SURVEY DISK
 JP0580_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0580_SP_SET: COPPER-CLAD STEEL ROD
 JP0580_STAMPING: 16 DOR 1973 6777
 JP0580_MARK LOGO: USGS  
 JP0580_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0580
 JP0580  HISTORY     - Date     Condition        Report By
 JP0580  HISTORY     - 1973     MONUMENTED       USGS
 JP0580
 JP0580                          STATION DESCRIPTION
 JP0580
 JP0580'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0580'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 16.5 MILES
 JP0580'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 4.2 MILES
 JP0580'SOUTH TO A Y-ROAD SOUTHWEST, THENCE 2.4 MILES SOUTHWEST, 1.4 MILES
 JP0580'NORTHEAST OF BENCH MARK  17 DOR 1973 , 0.3 MILE SOUTHWEST OF A FENCE
 JP0580'CORNER WITH A SIGN THAT READS  BOVEQ PIPE LINE AND TROUGH , 35 FEET
 JP0580'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 0.5 FOOT NORTHWEST OF A
 JP0580'FENCE,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED
 JP0580'IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0545 ***********************************************************************
 MU0545  DESIGNATION -  16 FMK
 MU0545  PID         -  MU0545
 MU0545  STATE/COUNTY-  NV/ELKO
 MU0545  USGS QUAD   -  SCRAPER SPRINGS (1977)
 MU0545
 MU0545                         *CURRENT SURVEY CONTROL
 MU0545  ___________________________________________________________________
 MU0545* NAD 83(1986)-  41 20 44.     (N)    116 39 36.     (W)     SCALED    
 MU0545* NAVD 88     -      1797.646  (meters)    5897.78   (feet)  POSTED    
 MU0545  ___________________________________________________________________
 MU0545  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 MU0545  DYNAMIC HT  -        1796.200 (meters)    5893.03  (feet)  COMP
 MU0545  MODELED GRAV-     979,756.2   (mgal)                       NAVD 88
 MU0545
 MU0545  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0545
 MU0545.The horizontal coordinates were scaled from a topographic map and have
 MU0545.an estimated accuracy of +/- 6 seconds.
 MU0545
 MU0545.The orthometric height was determined by differential leveling
 MU0545.and adjusted by the National Geodetic Survey in 1992..
 MU0545.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0545.rate of 0.0 thru 1.0 mm/km.
 MU0545
 MU0545.The geoid height was determined by GEOID03.
 MU0545
 MU0545.The dynamic height is computed by dividing the NAVD 88
 MU0545.geopotential number by the normal gravity value computed on the
 MU0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0545.degrees latitude (g = 980.6199 gals.).
 MU0545
 MU0545.The modeled gravity was interpolated from observed gravity values.
 MU0545
 MU0545;                    North         East    Units  Estimated Accuracy
 MU0545;SPC NV E     - 8,732,580.      109,900.      MT  (+/- 180 meters Scaled)
 MU0545
 MU0545                          SUPERSEDED SURVEY CONTROL
 MU0545
 MU0545.No superseded survey control is available for this station.
 MU0545
 MU0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF284771(NAD 83)
 MU0545_MARKER: DD = SURVEY DISK
 MU0545_SETTING: 66 = SET IN ROCK OUTCROP
 MU0545_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0545_STAMPING: 16 FMK 1973 5894
 MU0545_MARK LOGO: USGS  
 MU0545_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0545+STABILITY: POSITION/ELEVATION WELL
 MU0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0545+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0545
 MU0545  HISTORY     - Date     Condition        Report By
 MU0545  HISTORY     - 1973     MONUMENTED       USGS
 MU0545
 MU0545                          STATION DESCRIPTION
 MU0545
 MU0545'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0545'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0545'MILES EAST ALONG GRAVEL ROAD, THENCE 10.6 MILES NORTH ALONG DIRT ROAD
 MU0545'AT A POINT OF RIDGE, 57 FEET EAST OF THE CENTERLINE OF THE ROAD, 7
 MU0545'FEET NORTH OF A CAIRN, SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1467 ***********************************************************************
 KR1467  DESIGNATION -  16 HJH
 KR1467  PID         -  KR1467
 KR1467  STATE/COUNTY-  NV/WASHOE
 KR1467  USGS QUAD   -  NIXON NW (1985)
 KR1467
 KR1467                         *CURRENT SURVEY CONTROL
 KR1467  ___________________________________________________________________
 KR1467* NAD 83(1986)-  39 59 26.     (N)    119 23 08.     (W)     SCALED    
 KR1467* NAVD 88     -      1192.275  (meters)    3911.66   (feet)  ADJUSTED  
 KR1467  ___________________________________________________________________
 KR1467  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 KR1467  DYNAMIC HT  -        1191.298 (meters)    3908.45  (feet)  COMP
 KR1467  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 KR1467
 KR1467  VERT ORDER  -  SECOND    CLASS 0
 KR1467
 KR1467.The horizontal coordinates were scaled from a topographic map and have
 KR1467.an estimated accuracy of +/- 6 seconds.
 KR1467
 KR1467.The orthometric height was determined by differential leveling
 KR1467.and adjusted by the National Geodetic Survey in June 1991..
 KR1467
 KR1467.The geoid height was determined by GEOID03.
 KR1467
 KR1467.The dynamic height is computed by dividing the NAVD 88
 KR1467.geopotential number by the normal gravity value computed on the
 KR1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1467.degrees latitude (g = 980.6199 gals.).
 KR1467
 KR1467.The modeled gravity was interpolated from observed gravity values.
 KR1467
 KR1467;                    North         East    Units  Estimated Accuracy
 KR1467;SPC NV W     - 4,581,870.      731,490.      MT  (+/- 180 meters Scaled)
 KR1467
 KR1467                          SUPERSEDED SURVEY CONTROL
 KR1467
 KR1467  NGVD 29 (??/??/92) 1191.293  (m)         3908.43   (f) ADJ UNCH    2 0
 KR1467
 KR1467.Superseded values are not recommended for survey control.
 KR1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1467.See file dsdata.txt to determine how the superseded data were derived.
 KR1467
 KR1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE963294(NAD 83)
 KR1467_MARKER: DB = BENCH MARK DISK
 KR1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1467_SP_SET: CONCRETE POST
 KR1467_STAMPING: 16 HJH 1962 3908
 KR1467_MARK LOGO: USGS  
 KR1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1467+STABILITY: SURFACE MOTION
 KR1467
 KR1467  HISTORY     - Date     Condition        Report By
 KR1467  HISTORY     - 1962     MONUMENTED       USGS
 KR1467
 KR1467                          STATION DESCRIPTION
 KR1467
 KR1467'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1467'19.6 KM (12.20 MI) NORTH FROM NIXON.
 KR1467'12.2 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34, 40 FEET SOUTH OF AN
 KR1467'INDIAN RESERVATION CATTLEGUARD AND 41 FEET WEST OF THE CENTERLINE OF
 KR1467'THE HIGHWAY.
 KR1467'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1469 ***********************************************************************
 KR1469  DESIGNATION -  16 JD
 KR1469  PID         -  KR1469
 KR1469  STATE/COUNTY-  NV/WASHOE
 KR1469  USGS QUAD   -  NIXON (1986)
 KR1469
 KR1469                         *CURRENT SURVEY CONTROL
 KR1469  ___________________________________________________________________
 KR1469* NAD 83(1986)-  39 50 10.     (N)    119 21 28.     (W)     SCALED    
 KR1469* NAVD 88     -      1201.469  (meters)    3941.82   (feet)  ADJUSTED  
 KR1469  ___________________________________________________________________
 KR1469  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 KR1469  DYNAMIC HT  -        1200.454 (meters)    3938.49  (feet)  COMP
 KR1469  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 KR1469
 KR1469  VERT ORDER  -  SECOND    CLASS 0
 KR1469
 KR1469.The horizontal coordinates were scaled from a topographic map and have
 KR1469.an estimated accuracy of +/- 6 seconds.
 KR1469
 KR1469.The orthometric height was determined by differential leveling
 KR1469.and adjusted by the National Geodetic Survey in June 1991..
 KR1469
 KR1469.The geoid height was determined by GEOID03.
 KR1469
 KR1469.The dynamic height is computed by dividing the NAVD 88
 KR1469.geopotential number by the normal gravity value computed on the
 KR1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1469.degrees latitude (g = 980.6199 gals.).
 KR1469
 KR1469.The modeled gravity was interpolated from observed gravity values.
 KR1469
 KR1469;                    North         East    Units  Estimated Accuracy
 KR1469;SPC NV W     - 4,564,700.      733,720.      MT  (+/- 180 meters Scaled)
 KR1469
 KR1469                          SUPERSEDED SURVEY CONTROL
 KR1469
 KR1469  NGVD 29 (??/??/92) 1200.466  (m)         3938.53   (f) ADJ UNCH    2 0
 KR1469
 KR1469.Superseded values are not recommended for survey control.
 KR1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1469.See file dsdata.txt to determine how the superseded data were derived.
 KR1469
 KR1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE982122(NAD 83)
 KR1469_MARKER: DB = BENCH MARK DISK
 KR1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1469_SP_SET: CONCRETE POST
 KR1469_STAMPING: 16 JD 1956 3938
 KR1469_MARK LOGO: USGS  
 KR1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1469+STABILITY: SURFACE MOTION
 KR1469
 KR1469  HISTORY     - Date     Condition        Report By
 KR1469  HISTORY     - 1956     MONUMENTED       USGS
 KR1469  HISTORY     - 1962     GOOD             USGS
 KR1469
 KR1469                          STATION DESCRIPTION
 KR1469
 KR1469'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1469'IN NIXON.
 KR1469'THIS BENCH MARK IS LOCATED IN NIXON, NEVADA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0470 ***********************************************************************
 MV0470  DESIGNATION -  16 LRC
 MV0470  PID         -  MV0470
 MV0470  STATE/COUNTY-  NV/HUMBOLDT
 MV0470  USGS QUAD   -  PINTO MOUNTAIN (1972)
 MV0470
 MV0470                         *CURRENT SURVEY CONTROL
 MV0470  ___________________________________________________________________
 MV0470* NAD 83(1986)-  41 20 19.     (N)    118 52 00.     (W)     SCALED    
 MV0470* NAVD 88     -      1253.519  (meters)    4112.59   (feet)  ADJUSTED  
 MV0470  ___________________________________________________________________
 MV0470  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 MV0470  DYNAMIC HT  -        1252.652 (meters)    4109.74  (feet)  COMP
 MV0470  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 MV0470
 MV0470  VERT ORDER  -  SECOND    CLASS 0
 MV0470
 MV0470.The horizontal coordinates were scaled from a topographic map and have
 MV0470.an estimated accuracy of +/- 6 seconds.
 MV0470
 MV0470.The orthometric height was determined by differential leveling
 MV0470.and adjusted by the National Geodetic Survey in June 1991..
 MV0470
 MV0470.The geoid height was determined by GEOID03.
 MV0470
 MV0470.The dynamic height is computed by dividing the NAVD 88
 MV0470.geopotential number by the normal gravity value computed on the
 MV0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0470.degrees latitude (g = 980.6199 gals.).
 MV0470
 MV0470.The modeled gravity was interpolated from observed gravity values.
 MV0470
 MV0470;                    North         East    Units  Estimated Accuracy
 MV0470;SPC NV W     - 4,731,290.      776,290.      MT  (+/- 180 meters Scaled)
 MV0470
 MV0470                          SUPERSEDED SURVEY CONTROL
 MV0470
 MV0470.No superseded survey control is available for this station.
 MV0470
 MV0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF438780(NAD 83)
 MV0470_MARKER: DD = SURVEY DISK
 MV0470_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0470_SP_SET: COPPER-CLAD STEEL ROD
 MV0470_STAMPING: 16 LRC 1972 4109
 MV0470_MARK LOGO: USGS  
 MV0470_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0470+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0470
 MV0470  HISTORY     - Date     Condition        Report By
 MV0470  HISTORY     - 1972     MONUMENTED       USGS
 MV0470
 MV0470                          STATION DESCRIPTION
 MV0470
 MV0470'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0470'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0470'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0470'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0470'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0470'ALONG TRACK ROAD, THENCE 4.8 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0470'TO A CURVE AT THE BOTTOM OF A LONG GRADE, 16.3 MILES SOUTH OF LEONARD
 MV0470'CREEK RANCH, ABOUT 5.0 MILES NORTHEAST OF PAHUTE MEADOW RANCH, 89 FEET
 MV0470'WEST OF THE CENTERLINE OF THE ROAD OPPOSITE OF A BORROW PIT, 2 FEET
 MV0470'EAST OF A WITNESS POST, ENCASED IN A DRAINPIPE CASING
 MV0470'AND FLUSH WITH THE GROUND.                           .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0443 ***********************************************************************
 HP0443  DESIGNATION -  16 LRC
 HP0443  PID         -  HP0443
 HP0443  STATE/COUNTY-  NV/LINCOLN
 HP0443  USGS QUAD   -  BLUE NOSE PEAK (1973)
 HP0443
 HP0443                         *CURRENT SURVEY CONTROL
 HP0443  ___________________________________________________________________
 HP0443* NAD 83(1986)-  37 09 49.     (N)    114 17 11.     (W)     SCALED    
 HP0443* NAVD 88     -      1105.531  (meters)    3627.06   (feet)  POSTED    
 HP0443  ___________________________________________________________________
 HP0443  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 HP0443  DYNAMIC HT  -        1104.380 (meters)    3623.29  (feet)  COMP
 HP0443  MODELED GRAV-     979,551.8   (mgal)                       NAVD 88
 HP0443
 HP0443  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0443
 HP0443.The horizontal coordinates were scaled from a topographic map and have
 HP0443.an estimated accuracy of +/- 6 seconds.
 HP0443
 HP0443.The orthometric height was determined by differential leveling
 HP0443.and adjusted by the National Geodetic Survey in 1992..
 HP0443.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0443.rate of 1.1 thru 2.0 mm/km.
 HP0443
 HP0443.The geoid height was determined by GEOID03.
 HP0443
 HP0443.The dynamic height is computed by dividing the NAVD 88
 HP0443.geopotential number by the normal gravity value computed on the
 HP0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0443.degrees latitude (g = 980.6199 gals.).
 HP0443
 HP0443.The modeled gravity was interpolated from observed gravity values.
 HP0443
 HP0443;                    North         East    Units  Estimated Accuracy
 HP0443;SPC NV E     - 8,268,570.      315,190.      MT  (+/- 180 meters Scaled)
 HP0443
 HP0443                          SUPERSEDED SURVEY CONTROL
 HP0443
 HP0443.No superseded survey control is available for this station.
 HP0443
 HP0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB409164(NAD 83)
 HP0443_MARKER: DS = TRIANGULATION STATION DISK
 HP0443_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0443_SP_SET: COPPER-CLAD STEEL ROD
 HP0443_STAMPING: 16 LRC 1973 3625
 HP0443_MARK LOGO: USGS  
 HP0443_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0443+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0443
 HP0443  HISTORY     - Date     Condition        Report By
 HP0443  HISTORY     - 1973     MONUMENTED       USGS
 HP0443
 HP0443                          STATION DESCRIPTION
 HP0443
 HP0443'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0443'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0443'MILES NORTH ALONG A GRAVEL ROAD TO A Y-ROAD, AT A LARGE DRAIN, THENCE
 HP0443'11.7 MILES EASTERLY ALONG A MAIN ROAD TOWARD BEAVER DAM WASH, 10.9
 HP0443'MILES TO PROMINENT CROSSROADS, ABOUT 397 FEET EAST-NORTHEAST OF THE
 HP0443'CROSSROADS, 100 FEET SOUTHEAST OF THE CENTER OF A ROAD NORTHEAST, 86
 HP0443'FEET NORTHWEST OF CENTER OF A MAIN ROAD, ON A 5/8 INCH COPPER-COATED
 HP0443'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE
 HP0443'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0463 ***********************************************************************
 HP0463  DESIGNATION -  16 NAW
 HP0463  PID         -  HP0463
 HP0463  STATE/COUNTY-  NV/LINCOLN
 HP0463  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0463
 HP0463                         *CURRENT SURVEY CONTROL
 HP0463  ___________________________________________________________________
 HP0463* NAD 83(1986)-  37 14 25.     (N)    114 27 50.     (W)     SCALED    
 HP0463* NAVD 88     -       878.973  (meters)    2883.76   (feet)  POSTED    
 HP0463  ___________________________________________________________________
 HP0463  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 HP0463  DYNAMIC HT  -         878.080 (meters)    2880.83  (feet)  COMP
 HP0463  MODELED GRAV-     979,586.1   (mgal)                       NAVD 88
 HP0463
 HP0463  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0463
 HP0463.The horizontal coordinates were scaled from a topographic map and have
 HP0463.an estimated accuracy of +/- 6 seconds.
 HP0463
 HP0463.The orthometric height was determined by differential leveling
 HP0463.and adjusted by the National Geodetic Survey in 1992..
 HP0463.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0463.rate of 1.1 thru 2.0 mm/km.
 HP0463
 HP0463.The geoid height was determined by GEOID03.
 HP0463
 HP0463.The dynamic height is computed by dividing the NAVD 88
 HP0463.geopotential number by the normal gravity value computed on the
 HP0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0463.degrees latitude (g = 980.6199 gals.).
 HP0463
 HP0463.The modeled gravity was interpolated from observed gravity values.
 HP0463
 HP0463;                    North         East    Units  Estimated Accuracy
 HP0463;SPC NV E     - 8,276,880.      299,320.      MT  (+/- 180 meters Scaled)
 HP0463
 HP0463                          SUPERSEDED SURVEY CONTROL
 HP0463
 HP0463  NGVD 29 (??/??/92)  878.15   (m)         2881.1    (f) COMPUTED    2 0
 HP0463
 HP0463.Superseded values are not recommended for survey control.
 HP0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0463.See file dsdata.txt to determine how the superseded data were derived.
 HP0463
 HP0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB249245(NAD 83)
 HP0463_MARKER: DD = SURVEY DISK
 HP0463_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HP0463_SP_SET: UNSPECIFIED ROCK
 HP0463_STAMPING: 16 NAW ET 1967
 HP0463_MARK LOGO: USGS  
 HP0463_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0463+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1973
 HP0463
 HP0463  HISTORY     - Date     Condition        Report By
 HP0463  HISTORY     - 1969     MONUMENTED       USGS
 HP0463  HISTORY     - 19730304 GOOD             USGS
 HP0463
 HP0463                          STATION DESCRIPTION
 HP0463
 HP0463'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0463'FROM LEITH, NEVADA, PROCEED 1.4 MILES SOUTH ALONG A GRAVEL ROAD, NEAR
 HP0463'AN OLD Y-JUNCTION THAT BEARS EAST OF THE MAIN ROAD, 300 FEET EAST OF
 HP0463'THE ROAD, NEAR A WITNESS POST, IN A LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0654 ***********************************************************************
 GS0654  DESIGNATION -  16 TJS
 GS0654  PID         -  GS0654
 GS0654  STATE/COUNTY-  NV/NYE
 GS0654  USGS QUAD   -  CRATER FLAT (1986)
 GS0654
 GS0654                         *CURRENT SURVEY CONTROL
 GS0654  ___________________________________________________________________
 GS0654* NAD 83(1986)-  36 48 07.     (N)    116 31 46.     (W)     SCALED    
 GS0654* NAVD 88     -      1024.119  (meters)    3359.96   (feet)  ADJUSTED  
 GS0654  ___________________________________________________________________
 GS0654  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 GS0654  DYNAMIC HT  -        1022.997 (meters)    3356.28  (feet)  COMP
 GS0654  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 GS0654
 GS0654  VERT ORDER  -  FIRST     CLASS I
 GS0654
 GS0654.The horizontal coordinates were scaled from a topographic map and have
 GS0654.an estimated accuracy of +/- 6 seconds.
 GS0654
 GS0654.The orthometric height was determined by differential leveling
 GS0654.and adjusted by the National Geodetic Survey in May 2004..
 GS0654
 GS0654.The geoid height was determined by GEOID03.
 GS0654
 GS0654.The dynamic height is computed by dividing the NAVD 88
 GS0654.geopotential number by the normal gravity value computed on the
 GS0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0654.degrees latitude (g = 980.6199 gals.).
 GS0654
 GS0654.The modeled gravity was interpolated from observed gravity values.
 GS0654
 GS0654;                    North         East    Units  Estimated Accuracy
 GS0654;SPC NV C     - 6,227,660.      512,250.      MT  (+/- 180 meters Scaled)
 GS0654
 GS0654                          SUPERSEDED SURVEY CONTROL
 GS0654
 GS0654  NAVD 88 (??/??/92) 1024.120  (m)         3359.97   (f) UNKNOWN     3 0
 GS0654  NGVD 29 (05/01/91) 1023.195  (m)         3356.93   (f) ADJUSTED    1 1
 GS0654
 GS0654.Superseded values are not recommended for survey control.
 GS0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0654.See file dsdata.txt to determine how the superseded data were derived.
 GS0654
 GS0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA419730(NAD 83)
 GS0654_MARKER: DB = BENCH MARK DISK
 GS0654_SETTING: 0 = UNSPECIFIED SETTING
 GS0654_STAMPING: 16 TJS 1983
 GS0654_MARK LOGO: USGS  
 GS0654_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0654
 GS0654  HISTORY     - Date     Condition        Report By
 GS0654  HISTORY     - 1983     MONUMENTED       USGS
 GS0654  HISTORY     - 1986     GOOD             USGS
 GS0654  HISTORY     - 1988     GOOD             USGS
 GS0654  HISTORY     - 19910129 GOOD             USGS
 GS0654  HISTORY     - 19921216 GOOD             USGS
 GS0654  HISTORY     - 19941227 GOOD             USGS
 GS0654
 GS0654                          STATION DESCRIPTION
 GS0654
 GS0654'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0654'37.3 KM (23.15 MI) ESE FROM BEATTY.
 GS0654'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0654'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0654'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0654'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0654'NORTHEASTERLY 1.35 MILES.  255 FEET SOUTHEAST OF THE CENTERLINE OF
 GS0654'THE ROAD, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0654
 GS0654                          STATION RECOVERY (1986)
 GS0654
 GS0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0654'RECOVERED IN GOOD CONDITION.
 GS0654
 GS0654                          STATION RECOVERY (1988)
 GS0654
 GS0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0654'RECOVERED IN GOOD CONDITION.
 GS0654
 GS0654                          STATION RECOVERY (1991)
 GS0654
 GS0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0654'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0654'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0654'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0654'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0654'NORTHEASTERLY 1.35 MILES.  255 FEET SOUTHEAST OF THE CENTERLINE OF
 GS0654'THE ROAD, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0654
 GS0654                          STATION RECOVERY (1992)
 GS0654
 GS0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0654'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0654'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0654'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0654'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0654'BEND IN THE ROAD, PROCEED NORTHEASTERLY 1.35 MILES (2.17 KM).  255
 GS0654'FEET (77.7 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 6 FEET
 GS0654'(1.8 M) SOUTH OF A ROCK CAIRN.
 GS0654
 GS0654                          STATION RECOVERY (1994)
 GS0654
 GS0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0654'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0490 ***********************************************************************
 JP0490  DESIGNATION -  160 DOR
 JP0490  PID         -  JP0490
 JP0490  STATE/COUNTY-  NV/LINCOLN
 JP0490  USGS QUAD   -  HAMLIN WELL (1972)
 JP0490
 JP0490                         *CURRENT SURVEY CONTROL
 JP0490  ___________________________________________________________________
 JP0490* NAD 83(1986)-  38 28 15.     (N)    114 06 00.     (W)     SCALED    
 JP0490* NAVD 88     -      1780.195  (meters)    5840.52   (feet)  POSTED    
 JP0490  ___________________________________________________________________
 JP0490  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 JP0490  DYNAMIC HT  -        1778.240 (meters)    5834.11  (feet)  COMP
 JP0490  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 JP0490
 JP0490  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0490
 JP0490.The horizontal coordinates were scaled from a topographic map and have
 JP0490.an estimated accuracy of +/- 6 seconds.
 JP0490
 JP0490.The orthometric height was determined by differential leveling
 JP0490.and adjusted by the National Geodetic Survey in 1992..
 JP0490.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0490.rate of 0.0 thru 1.0 mm/km.
 JP0490
 JP0490.The geoid height was determined by GEOID03.
 JP0490
 JP0490.The dynamic height is computed by dividing the NAVD 88
 JP0490.geopotential number by the normal gravity value computed on the
 JP0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0490.degrees latitude (g = 980.6199 gals.).
 JP0490
 JP0490.The modeled gravity was interpolated from observed gravity values.
 JP0490
 JP0490;                    North         East    Units  Estimated Accuracy
 JP0490;SPC NV E     - 8,413,900.      329,440.      MT  (+/- 180 meters Scaled)
 JP0490
 JP0490                          SUPERSEDED SURVEY CONTROL
 JP0490
 JP0490.No superseded survey control is available for this station.
 JP0490
 JP0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC530620(NAD 83)
 JP0490_MARKER: DB = BENCH MARK DISK
 JP0490_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0490_SP_SET: COPPER-CLAD STEEL ROD
 JP0490_STAMPING: 160 DOR 1971 5837
 JP0490_MARK LOGO: USGS  
 JP0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0490
 JP0490  HISTORY     - Date     Condition        Report By
 JP0490  HISTORY     - 1971     MONUMENTED       USGS
 JP0490
 JP0490                          STATION DESCRIPTION
 JP0490
 JP0490'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0490'82.1 KM (51.00 MI) NORTH FROM MODENA.
 JP0490'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0490'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 17.2
 JP0490'MILES SOUTH ALONG MODENA ROAD TO THE TOP OF A RISE, 50 FEET EAST OF
 JP0490'THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED
 JP0490'IN A PIPE PROJECTING 3 INCHES.
 JP0490'THE MARK IS 2 FT  W FROM  A WITNESS POST
 JP0490'THE MARK IS 2.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0491 ***********************************************************************
 JP0491  DESIGNATION -  161 DOR
 JP0491  PID         -  JP0491
 JP0491  STATE/COUNTY-  NV/LINCOLN
 JP0491  USGS QUAD   -  HAMLIN WELL (1972)
 JP0491
 JP0491                         *CURRENT SURVEY CONTROL
 JP0491  ___________________________________________________________________
 JP0491* NAD 83(1986)-  38 29 04.     (N)    114 05 46.     (W)     SCALED    
 JP0491* NAVD 88     -      1773.616  (meters)    5818.94   (feet)  POSTED    
 JP0491  ___________________________________________________________________
 JP0491  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 JP0491  DYNAMIC HT  -        1771.670 (meters)    5812.55  (feet)  COMP
 JP0491  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 JP0491
 JP0491  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0491
 JP0491.The horizontal coordinates were scaled from a topographic map and have
 JP0491.an estimated accuracy of +/- 6 seconds.
 JP0491
 JP0491.The orthometric height was determined by differential leveling
 JP0491.and adjusted by the National Geodetic Survey in 1992..
 JP0491.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0491.rate of 0.0 thru 1.0 mm/km.
 JP0491
 JP0491.The geoid height was determined by GEOID03.
 JP0491
 JP0491.The dynamic height is computed by dividing the NAVD 88
 JP0491.geopotential number by the normal gravity value computed on the
 JP0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0491.degrees latitude (g = 980.6199 gals.).
 JP0491
 JP0491.The modeled gravity was interpolated from observed gravity values.
 JP0491
 JP0491;                    North         East    Units  Estimated Accuracy
 JP0491;SPC NV E     - 8,415,420.      329,750.      MT  (+/- 180 meters Scaled)
 JP0491
 JP0491                          SUPERSEDED SURVEY CONTROL
 JP0491
 JP0491.No superseded survey control is available for this station.
 JP0491
 JP0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC532635(NAD 83)
 JP0491_MARKER: DB = BENCH MARK DISK
 JP0491_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0491_SP_SET: COPPER-CLAD STEEL ROD
 JP0491_STAMPING: 161 DOR 1971 5815
 JP0491_MARK LOGO: USGS  
 JP0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0491
 JP0491  HISTORY     - Date     Condition        Report By
 JP0491  HISTORY     - 1971     MONUMENTED       USGS
 JP0491
 JP0491                          STATION DESCRIPTION
 JP0491
 JP0491'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0491'83.7 KM (52.00 MI) NORTH FROM MODENA.
 JP0491'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0491'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 16.2
 JP0491'MILES SOUTH ALONG THE MODENA ROAD TO A BLADED DRAIN WEST, 50 FEET
 JP0491'EAST OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH
 JP0491'ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0491'THE MARK IS 2 FT  W FROM  A WITNESS POST
 JP0491'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0493 ***********************************************************************
 GR0493  DESIGNATION -  1618 B
 GR0493  PID         -  GR0493
 GR0493  STATE/COUNTY-  NV/CLARK
 GR0493  USGS QUAD   -  BOULDER CANYON (1983)
 GR0493
 GR0493                         *CURRENT SURVEY CONTROL
 GR0493  ___________________________________________________________________
 GR0493* NAD 83(1986)-  36 11 51.     (N)    114 34 36.     (W)     SCALED    
 GR0493* NAVD 88     -       493.926  (meters)    1620.49   (feet)  POSTED    
 GR0493  ___________________________________________________________________
 GR0493  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 GR0493  DYNAMIC HT  -         493.450 (meters)    1618.93  (feet)  COMP
 GR0493  MODELED GRAV-     979,645.1   (mgal)                       NAVD 88
 GR0493
 GR0493  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0493
 GR0493.The horizontal coordinates were scaled from a topographic map and have
 GR0493.an estimated accuracy of +/- 6 seconds.
 GR0493
 GR0493.The orthometric height was determined by differential leveling
 GR0493.and adjusted by the National Geodetic Survey in 1992..
 GR0493.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0493.rate of 0.0 thru 1.0 mm/km.
 GR0493
 GR0493.The geoid height was determined by GEOID03.
 GR0493
 GR0493.The dynamic height is computed by dividing the NAVD 88
 GR0493.geopotential number by the normal gravity value computed on the
 GR0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0493.degrees latitude (g = 980.6199 gals.).
 GR0493
 GR0493.The modeled gravity was interpolated from observed gravity values.
 GR0493
 GR0493;                    North         East    Units  Estimated Accuracy
 GR0493;SPC NV E     - 8,161,050.      290,530.      MT  (+/- 180 meters Scaled)
 GR0493
 GR0493                          SUPERSEDED SURVEY CONTROL
 GR0493
 GR0493  NGVD 29 (??/??/92)  493.238  (m)         1618.23   (f) ADJ UNCH    1 1
 GR0493
 GR0493.Superseded values are not recommended for survey control.
 GR0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0493.See file dsdata.txt to determine how the superseded data were derived.
 GR0493
 GR0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA178085(NAD 83)
 GR0493_MARKER: DD = SURVEY DISK
 GR0493_SETTING: 66 = SET IN ROCK OUTCROP
 GR0493_SP_SET: WHITE OUTCROP
 GR0493_STAMPING: 1618 B 1920
 GR0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0493+STABILITY: POSITION/ELEVATION WELL
 GR0493
 GR0493  HISTORY     - Date     Condition        Report By
 GR0493  HISTORY     - 1920     MONUMENTED       USGS
 GR0493  HISTORY     - 1950     GOOD             NGS
 GR0493  HISTORY     - 1963     GOOD             NGS
 GR0493
 GR0493                          STATION DESCRIPTION
 GR0493
 GR0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0493'2.4 MI NW FROM MOUTH OF BOULDER WASH.
 GR0493'2.4 MILES NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0493'WASH, IN BOULDER WASH, IN THE TOP OF THE NORTH END OF A PROMINENT
 GR0493'10-FOOT-HIGH WHITE OUTCROP, ABOUT 92 YARDS SOUTHEAST OF A RED CLAY
 GR0493'BANK, 87 FEET NORTH OF BENCH MARK G 172, 32 FEET SOUTHWEST OF THE
 GR0493'NORTHEAST BANK OF THE WASH, ABOUT 2 FEET HIGHER THAN THE BED OF THE
 GR0493'WASH, AND MARKED BY THE WHITE PAINTED LETTERS BM.
 GR0493
 GR0493                          STATION RECOVERY (1963)
 GR0493
 GR0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0492 ***********************************************************************
 JP0492  DESIGNATION -  162 DOR
 JP0492  PID         -  JP0492
 JP0492  STATE/COUNTY-  NV/LINCOLN
 JP0492  USGS QUAD   -  MILLER WASH (1972)
 JP0492
 JP0492                         *CURRENT SURVEY CONTROL
 JP0492  ___________________________________________________________________
 JP0492* NAD 83(1986)-  38 30 01.     (N)    114 06 07.     (W)     SCALED    
 JP0492* NAVD 88     -      1765.027  (meters)    5790.76   (feet)  POSTED    
 JP0492  ___________________________________________________________________
 JP0492  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 JP0492  DYNAMIC HT  -        1763.100 (meters)    5784.44  (feet)  COMP
 JP0492  MODELED GRAV-     979,475.1   (mgal)                       NAVD 88
 JP0492
 JP0492  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0492
 JP0492.The horizontal coordinates were scaled from a topographic map and have
 JP0492.an estimated accuracy of +/- 6 seconds.
 JP0492
 JP0492.The orthometric height was determined by differential leveling
 JP0492.and adjusted by the National Geodetic Survey in 1992..
 JP0492.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0492.rate of 0.0 thru 1.0 mm/km.
 JP0492
 JP0492.The geoid height was determined by GEOID03.
 JP0492
 JP0492.The dynamic height is computed by dividing the NAVD 88
 JP0492.geopotential number by the normal gravity value computed on the
 JP0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0492.degrees latitude (g = 980.6199 gals.).
 JP0492
 JP0492.The modeled gravity was interpolated from observed gravity values.
 JP0492
 JP0492;                    North         East    Units  Estimated Accuracy
 JP0492;SPC NV E     - 8,417,170.      329,220.      MT  (+/- 180 meters Scaled)
 JP0492
 JP0492                          SUPERSEDED SURVEY CONTROL
 JP0492
 JP0492.No superseded survey control is available for this station.
 JP0492
 JP0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC527653(NAD 83)
 JP0492_MARKER: DB = BENCH MARK DISK
 JP0492_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0492_SP_SET: COPPER-CLAD STEEL ROD
 JP0492_STAMPING: 162 DOR 1971 5787
 JP0492_MARK LOGO: USGS  
 JP0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0492
 JP0492  HISTORY     - Date     Condition        Report By
 JP0492  HISTORY     - 1971     MONUMENTED       USGS
 JP0492
 JP0492                          STATION DESCRIPTION
 JP0492
 JP0492'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0492'85.6 KM (53.20 MI) NORTH FROM MODENA.
 JP0492'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0492'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 15.0
 JP0492'MILES SOUTH ALONG THE MODENA ROAD TO THE TOP OF A SLIGHT RISE, 50
 JP0492'FEET NORTHEAST OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN
 JP0492'UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0492'THE MARK IS 2 FT  SW FROM  A WITNESS POST
 JP0492'THE MARK IS 4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0493 ***********************************************************************
 JP0493  DESIGNATION -  163 DOR
 JP0493  PID         -  JP0493
 JP0493  STATE/COUNTY-  NV/LINCOLN
 JP0493  USGS QUAD   -  MILLER WASH (1972)
 JP0493
 JP0493                         *CURRENT SURVEY CONTROL
 JP0493  ___________________________________________________________________
 JP0493* NAD 83(1986)-  38 30 51.     (N)    114 06 26.     (W)     SCALED    
 JP0493* NAVD 88     -      1773.148  (meters)    5817.40   (feet)  POSTED    
 JP0493  ___________________________________________________________________
 JP0493  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 JP0493  DYNAMIC HT  -        1771.220 (meters)    5811.08  (feet)  COMP
 JP0493  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 JP0493
 JP0493  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0493
 JP0493.The horizontal coordinates were scaled from a topographic map and have
 JP0493.an estimated accuracy of +/- 6 seconds.
 JP0493
 JP0493.The orthometric height was determined by differential leveling
 JP0493.and adjusted by the National Geodetic Survey in 1992..
 JP0493.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0493.rate of 0.0 thru 1.0 mm/km.
 JP0493
 JP0493.The geoid height was determined by GEOID03.
 JP0493
 JP0493.The dynamic height is computed by dividing the NAVD 88
 JP0493.geopotential number by the normal gravity value computed on the
 JP0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0493.degrees latitude (g = 980.6199 gals.).
 JP0493
 JP0493.The modeled gravity was interpolated from observed gravity values.
 JP0493
 JP0493;                    North         East    Units  Estimated Accuracy
 JP0493;SPC NV E     - 8,418,700.      328,730.      MT  (+/- 180 meters Scaled)
 JP0493
 JP0493                          SUPERSEDED SURVEY CONTROL
 JP0493
 JP0493.No superseded survey control is available for this station.
 JP0493
 JP0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC522668(NAD 83)
 JP0493_MARKER: DB = BENCH MARK DISK
 JP0493_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0493_SP_SET: COPPER-CLAD STEEL ROD
 JP0493_STAMPING: 163 DOR 1971 5813
 JP0493_MARK LOGO: USGS  
 JP0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0493
 JP0493  HISTORY     - Date     Condition        Report By
 JP0493  HISTORY     - 1971     MONUMENTED       USGS
 JP0493
 JP0493                          STATION DESCRIPTION
 JP0493
 JP0493'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0493'87.4 KM (54.30 MI) NORTH FROM MODENA.
 JP0493'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0493'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 13.9
 JP0493'MILES SOUTH ALONG THE MODENA ROAD TO A Y-ROAD SOUTHWEST, 65 FEET WEST
 JP0493'OF THE ROAD, 60 FEET NORTHWEST OF THE Y-ROAD.  A COPPER-CLAD STEEL
 JP0493'ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0493'THE MARK IS 2 FT  SE FROM  A WITNESS POST
 JP0493'THE MARK IS 1.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0494 ***********************************************************************
 JP0494  DESIGNATION -  164 DOR
 JP0494  PID         -  JP0494
 JP0494  STATE/COUNTY-  NV/LINCOLN
 JP0494  USGS QUAD   -  MILLER WASH (1972)
 JP0494
 JP0494                         *CURRENT SURVEY CONTROL
 JP0494  ___________________________________________________________________
 JP0494* NAD 83(1986)-  38 31 43.     (N)    114 06 08.     (W)     SCALED    
 JP0494* NAVD 88     -      1787.101  (meters)    5863.18   (feet)  POSTED    
 JP0494  ___________________________________________________________________
 JP0494  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 JP0494  DYNAMIC HT  -        1785.170 (meters)    5856.85  (feet)  COMP
 JP0494  MODELED GRAV-     979,482.2   (mgal)                       NAVD 88
 JP0494
 JP0494  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0494
 JP0494.The horizontal coordinates were scaled from a topographic map and have
 JP0494.an estimated accuracy of +/- 6 seconds.
 JP0494
 JP0494.The orthometric height was determined by differential leveling
 JP0494.and adjusted by the National Geodetic Survey in 1992..
 JP0494.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0494.rate of 0.0 thru 1.0 mm/km.
 JP0494
 JP0494.The geoid height was determined by GEOID03.
 JP0494
 JP0494.The dynamic height is computed by dividing the NAVD 88
 JP0494.geopotential number by the normal gravity value computed on the
 JP0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0494.degrees latitude (g = 980.6199 gals.).
 JP0494
 JP0494.The modeled gravity was interpolated from observed gravity values.
 JP0494
 JP0494;                    North         East    Units  Estimated Accuracy
 JP0494;SPC NV E     - 8,420,310.      329,140.      MT  (+/- 180 meters Scaled)
 JP0494
 JP0494                          SUPERSEDED SURVEY CONTROL
 JP0494
 JP0494.No superseded survey control is available for this station.
 JP0494
 JP0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC526684(NAD 83)
 JP0494_MARKER: DB = BENCH MARK DISK
 JP0494_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0494_SP_SET: COPPER-CLAD STEEL ROD
 JP0494_STAMPING: 164 DOR 1971 5859
 JP0494_MARK LOGO: USGS  
 JP0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0494
 JP0494  HISTORY     - Date     Condition        Report By
 JP0494  HISTORY     - 1971     MONUMENTED       USGS
 JP0494
 JP0494                          STATION DESCRIPTION
 JP0494
 JP0494'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0494'89.2 KM (55.40 MI) NORTH FROM MODENA.
 JP0494'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0494'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 12.8
 JP0494'MILES SOUTH ALONG THE MODENA ROAD TO THE TOP OF A RISE, BETWEEN TWO
 JP0494'DRY DRAINS, 75 FEET WEST OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN
 JP0494'TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0494'THE MARK IS 2 FT  E FROM  A WITNESS POST
 JP0494'THE MARK IS 1.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1230 ***********************************************************************
 GR1230  DESIGNATION -  164 GWM
 GR1230  PID         -  GR1230
 GR1230  STATE/COUNTY-  NV/CLARK
 GR1230  USGS QUAD   -  BLUE DIAMOND NE (1983)
 GR1230
 GR1230                         *CURRENT SURVEY CONTROL
 GR1230  ___________________________________________________________________
 GR1230* NAD 83(1986)-  36 08 49.     (N)    115 19 12.     (W)     SCALED    
 GR1230* NAVD 88     -       896.48   (+/-2cm)    2941.2    (feet)  VERTCON   
 GR1230  ___________________________________________________________________
 GR1230  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 GR1230
 GR1230  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1230
 GR1230.The horizontal coordinates were scaled from a topographic map and have
 GR1230.an estimated accuracy of +/- 6 seconds.
 GR1230
 GR1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1230.The vertical order pertains to the NGVD 29 superseded value.
 GR1230
 GR1230.The geoid height was determined by GEOID03.
 GR1230
 GR1230;                    North         East    Units  Estimated Accuracy
 GR1230;SPC NV E     - 8,155,010.      223,700.      MT  (+/- 180 meters Scaled)
 GR1230
 GR1230                          SUPERSEDED SURVEY CONTROL
 GR1230
 GR1230  NGVD 29 (??/??/92)  895.779  (m)         2938.90   (f) ADJ UNCH    1 2
 GR1230
 GR1230.Superseded values are not recommended for survey control.
 GR1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1230.See file dsdata.txt to determine how the superseded data were derived.
 GR1230
 GR1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA511015(NAD 83)
 GR1230_MARKER: DD = SURVEY DISK
 GR1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1230_STAMPING: 164 GWM 1950 2728
 GR1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1230+STABILITY: SURFACE MOTION
 GR1230
 GR1230  HISTORY     - Date     Condition        Report By
 GR1230  HISTORY     - 1950     MONUMENTED       USGS
 GR1230  HISTORY     - 1963     GOOD             NGS
 GR1230  HISTORY     - 19961120 MARK NOT FOUND   USPSQD
 GR1230
 GR1230                          STATION DESCRIPTION
 GR1230
 GR1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1230'11.05 MI W FROM LAS VEGAS.
 GR1230'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1230'LAS VEGAS, THENCE 10.05 MILES WEST ALONG CHARLESTON BOULEVARD 47 FEET
 GR1230'NORTH OF THE CENTER LINE OF THE BOULEVARD, 1.0 FOOT SOUTH OF A WITNESS
 GR1230'POST, ABOUT 1 FOOT HIGHER THAN THE BOULEVARD, AND SET IN THE TOP OF A
 GR1230'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 GR1230
 GR1230                          STATION RECOVERY (1996)
 GR1230
 GR1230'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0267 ***********************************************************************
 GR0267  DESIGNATION -  1648
 GR0267  PID         -  GR0267
 GR0267  STATE/COUNTY-  NV/CLARK
 GR0267  USGS QUAD   -  OVERTON BEACH (1983)
 GR0267
 GR0267                         *CURRENT SURVEY CONTROL
 GR0267  ___________________________________________________________________
 GR0267* NAD 83(1986)-  36 27 40.     (N)    114 15 49.     (W)     SCALED    
 GR0267* NAVD 88     -       503.186  (meters)    1650.87   (feet)  POSTED    
 GR0267  ___________________________________________________________________
 GR0267  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 GR0267  DYNAMIC HT  -         502.700 (meters)    1649.27  (feet)  COMP
 GR0267  MODELED GRAV-     979,657.2   (mgal)                       NAVD 88
 GR0267
 GR0267  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0267
 GR0267.The horizontal coordinates were scaled from a topographic map and have
 GR0267.an estimated accuracy of +/- 6 seconds.
 GR0267
 GR0267.The orthometric height was determined by differential leveling
 GR0267.and adjusted by the National Geodetic Survey in 1992..
 GR0267.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0267.rate of 1.1 thru 2.0 mm/km.
 GR0267
 GR0267.The geoid height was determined by GEOID03.
 GR0267
 GR0267.The dynamic height is computed by dividing the NAVD 88
 GR0267.geopotential number by the normal gravity value computed on the
 GR0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0267.degrees latitude (g = 980.6199 gals.).
 GR0267
 GR0267.The modeled gravity was interpolated from observed gravity values.
 GR0267
 GR0267;                    North         East    Units  Estimated Accuracy
 GR0267;SPC NV E     - 8,190,640.      318,290.      MT  (+/- 180 meters Scaled)
 GR0267
 GR0267                          SUPERSEDED SURVEY CONTROL
 GR0267
 GR0267  NGVD 29 (??/??/92)  502.525  (m)         1648.70   (f) ADJ UNCH    1 1
 GR0267
 GR0267.Superseded values are not recommended for survey control.
 GR0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0267.See file dsdata.txt to determine how the superseded data were derived.
 GR0267
 GR0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA452385(NAD 83)
 GR0267_MARKER: DD = SURVEY DISK
 GR0267_SETTING: 66 = SET IN ROCK OUTCROP
 GR0267_SP_SET: CONGLOMENATE OUTCROP
 GR0267_STAMPING: B 41 1920 1648
 GR0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0267+STABILITY: POSITION/ELEVATION WELL
 GR0267
 GR0267  HISTORY     - Date     Condition        Report By
 GR0267  HISTORY     - 1920     MONUMENTED       USGS
 GR0267  HISTORY     - 1950     GOOD             NGS
 GR0267
 GR0267                          STATION DESCRIPTION
 GR0267
 GR0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0267'36.1 MI S FROM RIVERSIDE.
 GR0267'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0267'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0267'THENCE 9.0 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY
 GR0267'ROAD, ABOUT 0.1 MILE SOUTHWEST OF THE SOUTHWEST END OF A HIGH ROCKY
 GR0267'RIDGE, IN THE TOP OF A CONGLOMERATE OUTCROP, 11 FEET SOUTH OF THE
 GR0267'CENTER LINE OF THE ROAD, AND 3.0 FEET EAST OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0495 ***********************************************************************
 JP0495  DESIGNATION -  165 DOR
 JP0495  PID         -  JP0495
 JP0495  STATE/COUNTY-  NV/LINCOLN
 JP0495  USGS QUAD   -  MILLER WASH (1972)
 JP0495
 JP0495                         *CURRENT SURVEY CONTROL
 JP0495  ___________________________________________________________________
 JP0495* NAD 83(1986)-  38 32 35.     (N)    114 06 14.     (W)     SCALED    
 JP0495* NAVD 88     -      1780.051  (meters)    5840.05   (feet)  POSTED    
 JP0495  ___________________________________________________________________
 JP0495  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 JP0495  DYNAMIC HT  -        1778.130 (meters)    5833.75  (feet)  COMP
 JP0495  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 JP0495
 JP0495  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0495
 JP0495.The horizontal coordinates were scaled from a topographic map and have
 JP0495.an estimated accuracy of +/- 6 seconds.
 JP0495
 JP0495.The orthometric height was determined by differential leveling
 JP0495.and adjusted by the National Geodetic Survey in 1992..
 JP0495.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0495.rate of 0.0 thru 1.0 mm/km.
 JP0495
 JP0495.The geoid height was determined by GEOID03.
 JP0495
 JP0495.The dynamic height is computed by dividing the NAVD 88
 JP0495.geopotential number by the normal gravity value computed on the
 JP0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0495.degrees latitude (g = 980.6199 gals.).
 JP0495
 JP0495.The modeled gravity was interpolated from observed gravity values.
 JP0495
 JP0495;                    North         East    Units  Estimated Accuracy
 JP0495;SPC NV E     - 8,421,920.      328,970.      MT  (+/- 180 meters Scaled)
 JP0495
 JP0495                          SUPERSEDED SURVEY CONTROL
 JP0495
 JP0495.No superseded survey control is available for this station.
 JP0495
 JP0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC524700(NAD 83)
 JP0495_MARKER: DB = BENCH MARK DISK
 JP0495_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0495_SP_SET: COPPER-CLAD STEEL ROD
 JP0495_STAMPING: 165 DOR 1971 5836
 JP0495_MARK LOGO: USGS  
 JP0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0495
 JP0495  HISTORY     - Date     Condition        Report By
 JP0495  HISTORY     - 1971     MONUMENTED       USGS
 JP0495
 JP0495                          STATION DESCRIPTION
 JP0495
 JP0495'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0495'90.8 KM (56.40 MI) NORTH FROM MODENA.
 JP0495'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0495'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 11.8
 JP0495'MILES SOUTH ALONG THE MODENA ROAD TO A LARGE DRY WASH, 150 FEET NORTH
 JP0495'OF THE DRY WASH, 75 FEET EAST OF THE ROAD, 15 FEET EAST OF A SMALL
 JP0495'BLADED DRAIN.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH
 JP0495'ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0495'THE MARK IS 2 FT  SW FROM  A WITNESS POST
 JP0495'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0496 ***********************************************************************
 JP0496  DESIGNATION -  166 DOR
 JP0496  PID         -  JP0496
 JP0496  STATE/COUNTY-  NV/LINCOLN
 JP0496  USGS QUAD   -  MILLER WASH (1972)
 JP0496
 JP0496                         *CURRENT SURVEY CONTROL
 JP0496  ___________________________________________________________________
 JP0496* NAD 83(1986)-  38 33 28.     (N)    114 06 18.     (W)     SCALED    
 JP0496* NAVD 88     -      1765.545  (meters)    5792.46   (feet)  POSTED    
 JP0496  ___________________________________________________________________
 JP0496  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 JP0496  DYNAMIC HT  -        1763.650 (meters)    5786.24  (feet)  COMP
 JP0496  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 JP0496
 JP0496  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0496
 JP0496.The horizontal coordinates were scaled from a topographic map and have
 JP0496.an estimated accuracy of +/- 6 seconds.
 JP0496
 JP0496.The orthometric height was determined by differential leveling
 JP0496.and adjusted by the National Geodetic Survey in 1992..
 JP0496.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0496.rate of 0.0 thru 1.0 mm/km.
 JP0496
 JP0496.The geoid height was determined by GEOID03.
 JP0496
 JP0496.The dynamic height is computed by dividing the NAVD 88
 JP0496.geopotential number by the normal gravity value computed on the
 JP0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0496.degrees latitude (g = 980.6199 gals.).
 JP0496
 JP0496.The modeled gravity was interpolated from observed gravity values.
 JP0496
 JP0496;                    North         East    Units  Estimated Accuracy
 JP0496;SPC NV E     - 8,423,550.      328,850.      MT  (+/- 180 meters Scaled)
 JP0496
 JP0496                          SUPERSEDED SURVEY CONTROL
 JP0496
 JP0496.No superseded survey control is available for this station.
 JP0496
 JP0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC522716(NAD 83)
 JP0496_MARKER: DB = BENCH MARK DISK
 JP0496_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0496_SP_SET: COPPER-CLAD STEEL ROD
 JP0496_STAMPING: 166 DOR 1971 5789
 JP0496_MARK LOGO: USGS  
 JP0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0496
 JP0496  HISTORY     - Date     Condition        Report By
 JP0496  HISTORY     - 1971     MONUMENTED       USGS
 JP0496
 JP0496                          STATION DESCRIPTION
 JP0496
 JP0496'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0496'92.4 KM (57.40 MI) NORTH FROM MODENA.
 JP0496'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0496'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 10.8
 JP0496'MILES SOUTH ALONG THE MODENA ROAD TO A SMALL DRY WASH, 130 FEET NORTH
 JP0496'OF THE DRY WASH, 53 FEET EAST OF THE ROAD.  A COPPER-CLAD STEEL ROD
 JP0496'DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0496'THE MARK IS 2 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1221 ***********************************************************************
 GR1221  DESIGNATION -  166 GWM
 GR1221  PID         -  GR1221
 GR1221  STATE/COUNTY-  NV/CLARK
 GR1221  USGS QUAD   -  BLUE DIAMOND NE (1983)
 GR1221
 GR1221                         *CURRENT SURVEY CONTROL
 GR1221  ___________________________________________________________________
 GR1221* NAD 83(1986)-  36 09 33.     (N)    115 15 17.     (W)     SCALED    
 GR1221* NAVD 88     -       753.09   (+/-2cm)    2470.8    (feet)  VERTCON   
 GR1221  ___________________________________________________________________
 GR1221  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 GR1221
 GR1221  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1221
 GR1221.The horizontal coordinates were scaled from a topographic map and have
 GR1221.an estimated accuracy of +/- 6 seconds.
 GR1221
 GR1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1221.The vertical order pertains to the NGVD 29 superseded value.
 GR1221
 GR1221.The geoid height was determined by GEOID03.
 GR1221
 GR1221;                    North         East    Units  Estimated Accuracy
 GR1221;SPC NV E     - 8,156,380.      229,570.      MT  (+/- 180 meters Scaled)
 GR1221
 GR1221                          SUPERSEDED SURVEY CONTROL
 GR1221
 GR1221  NGVD 29 (??/??/92)  752.444  (m)         2468.64   (f) ADJ UNCH    1 2
 GR1221
 GR1221.Superseded values are not recommended for survey control.
 GR1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1221.See file dsdata.txt to determine how the superseded data were derived.
 GR1221
 GR1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA569030(NAD 83)
 GR1221_MARKER: DD = SURVEY DISK
 GR1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1221_STAMPING: 166 GWM 1950 2469
 GR1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1221+STABILITY: SURFACE MOTION
 GR1221
 GR1221  HISTORY     - Date     Condition        Report By
 GR1221  HISTORY     - 1950     MONUMENTED       USGS
 GR1221  HISTORY     - 1963     GOOD             NGS
 GR1221  HISTORY     - 19961120 MARK NOT FOUND   USPSQD
 GR1221
 GR1221                          STATION DESCRIPTION
 GR1221
 GR1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1221'6.7 MI W FROM LAS VEGAS.
 GR1221'1.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1221'LAS VEGAS, THENCE 5.7 MILES WEST ALONG CHARLESTON BOULEVARD, 0.1 MILE
 GR1221'WEST OF THE JUNCTION OF A BLADED ROAD LEADING SOUTH, 43 FEET NORTH OF
 GR1221'THE CENTER LINE OF THE BOULEVARD, 1.5 FEET SOUTH OF A WITNESS POST,
 GR1221'ABOUT 1 FOOT HIGHER THAN THE BOULEVARD, AND SET IN THE TOP OF A
 GR1221'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- THE
 GR1221'SOUTHEAST CORNER OF THE CONCRETE POST IS CHIPPED BUT SOLID.
 GR1221
 GR1221                          STATION RECOVERY (1996)
 GR1221
 GR1221'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0523 ***********************************************************************
 GR0523  DESIGNATION -  1665.78
 GR0523  PID         -  GR0523
 GR0523  STATE/COUNTY-  NV/CLARK
 GR0523  USGS QUAD   -  BOULDER BEACH (1970)
 GR0523
 GR0523                         *CURRENT SURVEY CONTROL
 GR0523  ___________________________________________________________________
 GR0523* NAD 83(1986)-  36 00 30.     (N)    114 47 23.     (W)     SCALED    
 GR0523* NAVD 88     -       508.543  (meters)    1668.44   (feet)  ADJUSTED  
 GR0523  ___________________________________________________________________
 GR0523  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0523  DYNAMIC HT  -         508.035 (meters)    1666.78  (feet)  COMP
 GR0523  MODELED GRAV-     979,618.6   (mgal)                       NAVD 88
 GR0523
 GR0523  VERT ORDER  -  FIRST     CLASS I
 GR0523
 GR0523.The horizontal coordinates were scaled from a topographic map and have
 GR0523.an estimated accuracy of +/- 6 seconds.
 GR0523
 GR0523.The orthometric height was determined by differential leveling
 GR0523.and adjusted by the National Geodetic Survey in June 1991..
 GR0523
 GR0523.The geoid height was determined by GEOID03.
 GR0523
 GR0523.The dynamic height is computed by dividing the NAVD 88
 GR0523.geopotential number by the normal gravity value computed on the
 GR0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0523.degrees latitude (g = 980.6199 gals.).
 GR0523
 GR0523.The modeled gravity was interpolated from observed gravity values.
 GR0523
 GR0523;                    North         East    Units  Estimated Accuracy
 GR0523;SPC NV E     - 8,139,890.      271,540.      MT  (+/- 180 meters Scaled)
 GR0523
 GR0523                          SUPERSEDED SURVEY CONTROL
 GR0523
 GR0523  NGVD 29 (??/??/92)  507.828  (m)         1666.10   (f) ADJ UNCH    1 1
 GR0523
 GR0523.Superseded values are not recommended for survey control.
 GR0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0523.See file dsdata.txt to determine how the superseded data were derived.
 GR0523
 GR0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV992871(NAD 83)
 GR0523_MARKER: DD = SURVEY DISK
 GR0523_SETTING: 80 = SET IN A BOULDER
 GR0523_SP_SET: BOULDER
 GR0523_STAMPING: 1665.78
 GR0523_MARK LOGO: BOR   
 GR0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0523+STABILITY: SURFACE MOTION
 GR0523
 GR0523  HISTORY     - Date     Condition        Report By
 GR0523  HISTORY     - UNK      MONUMENTED       BOR
 GR0523  HISTORY     - 1950     GOOD             NGS
 GR0523  HISTORY     - 1963     GOOD             NGS
 GR0523  HISTORY     - 1981     GOOD             NGS
 GR0523  HISTORY     - 1990     GOOD             USPSQD
 GR0523
 GR0523                          STATION DESCRIPTION
 GR0523
 GR0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0523'3.9 MI W FROM HOOVER DAM.
 GR0523'3.9 MILES WEST ALONG U.S. HIGHWAY 93 FROM THE NORTHWEST (NEVADA) END
 GR0523'OF HOOVER DAM, ABOUT 40 YARDS SOUTHEAST OF THE CENTER OF THE T
 GR0523'JUNCTION OF A SURFACED ROAD LEADING TO BOULDER BEACH AND LAKE MEAD
 GR0523'BOAT DOCKS, 71.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 70.2
 GR0523'FEET SOUTHWEST OF THE CENTER OF THE SOUTH END OF A 48-INCH CORRUGATED
 GR0523'METAL PIPE CULVERT, IN THE TOP OF A LARGE BOULDER, ABOUT LEVEL WITH
 GR0523'THE HIGHWAY, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 GR0523
 GR0523                          STATION RECOVERY (1963)
 GR0523
 GR0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0523'RECOVERED IN GOOD CONDITION.
 GR0523
 GR0523                          STATION RECOVERY (1981)
 GR0523
 GR0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0523'RECOVERED IN GOOD CONDITION.
 GR0523
 GR0523                          STATION RECOVERY (1990)
 GR0523
 GR0523'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0497 ***********************************************************************
 JP0497  DESIGNATION -  167 DOR
 JP0497  PID         -  JP0497
 JP0497  STATE/COUNTY-  NV/LINCOLN
 JP0497  USGS QUAD   -  MILLER WASH (1972)
 JP0497
 JP0497                         *CURRENT SURVEY CONTROL
 JP0497  ___________________________________________________________________
 JP0497* NAD 83(1986)-  38 34 17.     (N)    114 06 30.     (W)     SCALED    
 JP0497* NAVD 88     -      1746.961  (meters)    5731.49   (feet)  POSTED    
 JP0497  ___________________________________________________________________
 JP0497  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 JP0497  DYNAMIC HT  -        1745.090 (meters)    5725.35  (feet)  COMP
 JP0497  MODELED GRAV-     979,493.4   (mgal)                       NAVD 88
 JP0497
 JP0497  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0497
 JP0497.The horizontal coordinates were scaled from a topographic map and have
 JP0497.an estimated accuracy of +/- 6 seconds.
 JP0497
 JP0497.The orthometric height was determined by differential leveling
 JP0497.and adjusted by the National Geodetic Survey in 1992..
 JP0497.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0497.rate of 0.0 thru 1.0 mm/km.
 JP0497
 JP0497.The geoid height was determined by GEOID03.
 JP0497
 JP0497.The dynamic height is computed by dividing the NAVD 88
 JP0497.geopotential number by the normal gravity value computed on the
 JP0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0497.degrees latitude (g = 980.6199 gals.).
 JP0497
 JP0497.The modeled gravity was interpolated from observed gravity values.
 JP0497
 JP0497;                    North         East    Units  Estimated Accuracy
 JP0497;SPC NV E     - 8,425,050.      328,530.      MT  (+/- 180 meters Scaled)
 JP0497
 JP0497                          SUPERSEDED SURVEY CONTROL
 JP0497
 JP0497.No superseded survey control is available for this station.
 JP0497
 JP0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC519731(NAD 83)
 JP0497_MARKER: DB = BENCH MARK DISK
 JP0497_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0497_SP_SET: COPPER-CLAD STEEL ROD
 JP0497_STAMPING: 167 DOR 1971 5728
 JP0497_MARK LOGO: USGS  
 JP0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0497
 JP0497  HISTORY     - Date     Condition        Report By
 JP0497  HISTORY     - 1971     MONUMENTED       USGS
 JP0497
 JP0497                          STATION DESCRIPTION
 JP0497
 JP0497'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0497'94.0 KM (58.40 MI) NORTH FROM MODENA.
 JP0497'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0497'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 9.8
 JP0497'MILES SOUTH ALONG THE MODENA ROAD, 80 FEET WEST OF THE ROAD, 75 FEET
 JP0497'NORTH OF A SMALL WASH.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN
 JP0497'DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0497'THE MARK IS 2 FT  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0498 ***********************************************************************
 JP0498  DESIGNATION -  168 DOR
 JP0498  PID         -  JP0498
 JP0498  STATE/COUNTY-  NV/LINCOLN
 JP0498  USGS QUAD   -  MILLER WASH (1972)
 JP0498
 JP0498                         *CURRENT SURVEY CONTROL
 JP0498  ___________________________________________________________________
 JP0498* NAD 83(1986)-  38 34 58.     (N)    114 06 32.     (W)     SCALED    
 JP0498* NAVD 88     -      1737.322  (meters)    5699.86   (feet)  POSTED    
 JP0498  ___________________________________________________________________
 JP0498  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 JP0498  DYNAMIC HT  -        1735.460 (meters)    5693.76  (feet)  COMP
 JP0498  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 JP0498
 JP0498  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0498
 JP0498.The horizontal coordinates were scaled from a topographic map and have
 JP0498.an estimated accuracy of +/- 6 seconds.
 JP0498
 JP0498.The orthometric height was determined by differential leveling
 JP0498.and adjusted by the National Geodetic Survey in 1992..
 JP0498.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0498.rate of 0.0 thru 1.0 mm/km.
 JP0498
 JP0498.The geoid height was determined by GEOID03.
 JP0498
 JP0498.The dynamic height is computed by dividing the NAVD 88
 JP0498.geopotential number by the normal gravity value computed on the
 JP0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0498.degrees latitude (g = 980.6199 gals.).
 JP0498
 JP0498.The modeled gravity was interpolated from observed gravity values.
 JP0498
 JP0498;                    North         East    Units  Estimated Accuracy
 JP0498;SPC NV E     - 8,426,320.      328,460.      MT  (+/- 180 meters Scaled)
 JP0498
 JP0498                          SUPERSEDED SURVEY CONTROL
 JP0498
 JP0498.No superseded survey control is available for this station.
 JP0498
 JP0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC518744(NAD 83)
 JP0498_MARKER: DB = BENCH MARK DISK
 JP0498_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0498_SP_SET: COPPER-CLAD STEEL ROD
 JP0498_STAMPING: 168 DOR 1971 5696
 JP0498_MARK LOGO: USGS  
 JP0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0498
 JP0498  HISTORY     - Date     Condition        Report By
 JP0498  HISTORY     - 1971     MONUMENTED       USGS
 JP0498
 JP0498                          STATION DESCRIPTION
 JP0498
 JP0498'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0498'95.3 KM (59.20 MI) NORTH FROM MODENA.
 JP0498'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0498'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 9.0
 JP0498'MILES SOUTH ALONG THE MODENA ROAD TO A BLADE DRAIN LEADING NORTH, 50
 JP0498'FEET NORTHEAST OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN
 JP0498'UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0498'THE MARK IS 2 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0499 ***********************************************************************
 JP0499  DESIGNATION -  169 DOR
 JP0499  PID         -  JP0499
 JP0499  STATE/COUNTY-  NV/LINCOLN
 JP0499  USGS QUAD   -  MILLER WASH (1972)
 JP0499
 JP0499                         *CURRENT SURVEY CONTROL
 JP0499  ___________________________________________________________________
 JP0499* NAD 83(1986)-  38 35 30.     (N)    114 06 33.     (W)     SCALED    
 JP0499* NAVD 88     -      1726.447  (meters)    5664.18   (feet)  POSTED    
 JP0499  ___________________________________________________________________
 JP0499  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 JP0499  DYNAMIC HT  -        1724.600 (meters)    5658.13  (feet)  COMP
 JP0499  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 JP0499
 JP0499  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0499
 JP0499.The horizontal coordinates were scaled from a topographic map and have
 JP0499.an estimated accuracy of +/- 6 seconds.
 JP0499
 JP0499.The orthometric height was determined by differential leveling
 JP0499.and adjusted by the National Geodetic Survey in 1992..
 JP0499.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0499.rate of 0.0 thru 1.0 mm/km.
 JP0499
 JP0499.The geoid height was determined by GEOID03.
 JP0499
 JP0499.The dynamic height is computed by dividing the NAVD 88
 JP0499.geopotential number by the normal gravity value computed on the
 JP0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0499.degrees latitude (g = 980.6199 gals.).
 JP0499
 JP0499.The modeled gravity was interpolated from observed gravity values.
 JP0499
 JP0499;                    North         East    Units  Estimated Accuracy
 JP0499;SPC NV E     - 8,427,300.      328,420.      MT  (+/- 180 meters Scaled)
 JP0499
 JP0499                          SUPERSEDED SURVEY CONTROL
 JP0499
 JP0499.No superseded survey control is available for this station.
 JP0499
 JP0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC517754(NAD 83)
 JP0499_MARKER: DB = BENCH MARK DISK
 JP0499_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JP0499_SP_SET: FOOTING
 JP0499_STAMPING: 169 DOR 1971 5660
 JP0499_MARK LOGO: USGS  
 JP0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0499+STABILITY: SURFACE MOTION
 JP0499
 JP0499  HISTORY     - Date     Condition        Report By
 JP0499  HISTORY     - 1971     MONUMENTED       USGS
 JP0499
 JP0499                          STATION DESCRIPTION
 JP0499
 JP0499'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0499'96.2 KM (59.80 MI) NORTH FROM MODENA.
 JP0499'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0499'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 8.4
 JP0499'MILES SOUTH ALONG THE MODENA ROAD TO A WINDMILL, 14 FEET EAST OF A
 JP0499'BLM TABLET STAMPED PROJECT NO 20152 MILLERS CROSSING WELL SEC 34 T9N
 JP0499'R70E 1947 NOT A SURVEY CORNER, 1 FOOT EAST OF THE SOUTHEAST CORNER OF
 JP0499'THE WINDMILL, IN THE CONCRETE WINDMILL BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1264 ***********************************************************************
 KR1264  DESIGNATION -  17
 KR1264  PID         -  KR1264
 KR1264  STATE/COUNTY-  NV/WASHOE
 KR1264  USGS QUAD   -  VERDI (1982)
 KR1264
 KR1264                         *CURRENT SURVEY CONTROL
 KR1264  ___________________________________________________________________
 KR1264* NAD 83(1986)-  39 30 26.     (N)    119 53 39.     (W)     SCALED    
 KR1264* NAVD 88     -      1416.574  (meters)    4647.54   (feet)  ADJUSTED  
 KR1264  ___________________________________________________________________
 KR1264  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 KR1264  DYNAMIC HT  -        1415.276 (meters)    4643.28  (feet)  COMP
 KR1264  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 KR1264
 KR1264  VERT ORDER  -  SECOND    CLASS 0
 KR1264
 KR1264.The horizontal coordinates were scaled from a topographic map and have
 KR1264.an estimated accuracy of +/- 6 seconds.
 KR1264
 KR1264.The orthometric height was determined by differential leveling
 KR1264.and adjusted by the National Geodetic Survey in June 1991..
 KR1264
 KR1264.The geoid height was determined by GEOID03.
 KR1264
 KR1264.The dynamic height is computed by dividing the NAVD 88
 KR1264.geopotential number by the normal gravity value computed on the
 KR1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1264.degrees latitude (g = 980.6199 gals.).
 KR1264
 KR1264.The modeled gravity was interpolated from observed gravity values.
 KR1264
 KR1264;                    North         East    Units  Estimated Accuracy
 KR1264;SPC NV W     - 4,528,730.      687,270.      MT  (+/- 180 meters Scaled)
 KR1264
 KR1264                          SUPERSEDED SURVEY CONTROL
 KR1264
 KR1264  NGVD 29 (??/??/92) 1415.480  (m)         4643.95   (f) ADJ UNCH    2 0
 KR1264
 KR1264.Superseded values are not recommended for survey control.
 KR1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1264.See file dsdata.txt to determine how the superseded data were derived.
 KR1264
 KR1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD511770(NAD 83)
 KR1264_MARKER: DB = BENCH MARK DISK
 KR1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1264_STAMPING: 17 4643.920
 KR1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1264+STABILITY: SURFACE MOTION
 KR1264
 KR1264  HISTORY     - Date     Condition        Report By
 KR1264  HISTORY     - UNK      MONUMENTED       CGS
 KR1264  HISTORY     - 1951     GOOD             NGS
 KR1264
 KR1264                          STATION DESCRIPTION
 KR1264
 KR1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1264'3.7 MI W FROM RENO.
 KR1264'3.7 MILES WEST ALONG MAYBERRY DRIVE FROM THE INTERSECTION OF
 KR1264'CALIFORNIA AVENUE IN RENO, AT THE OUTSIDE OF A SHARP CURVE, ABOUT 0.1
 KR1264'MILES SOUTH OF MILEPOST NO. 238 OF THE SOUTHERN PACIFIC RAILROAD
 KR1264'COMPANY, 40 FEET WEST OF THE CENTER LINE OF THE DRIVE, 5.5 FEET
 KR1264'NORTHWEST OF TELEGRAPH POLE NO. 3637, 2.3 FEET EAST OF A FENCE, ABOUT
 KR1264'ONE FOOT HIGHER THAN THE DRIVE, AND SET IN THE TOP OF A CONCRETE POST
 KR1264'PROJECTING 1.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0235 ***********************************************************************
 JR0235  DESIGNATION -  17
 JR0235  PID         -  JR0235
 JR0235  STATE/COUNTY-  NV/MINERAL
 JR0235  USGS QUAD   -  BASALT (1982)
 JR0235
 JR0235                         *CURRENT SURVEY CONTROL
 JR0235  ___________________________________________________________________
 JR0235* NAD 83(1986)-  38 03 48.     (N)    118 16 50.     (W)     SCALED    
 JR0235* NAVD 88     -      1805.877  (meters)    5924.78   (feet)  ADJUSTED  
 JR0235  ___________________________________________________________________
 JR0235  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 JR0235  DYNAMIC HT  -        1803.854 (meters)    5918.14  (feet)  COMP
 JR0235  MODELED GRAV-     979,445.0   (mgal)                       NAVD 88
 JR0235
 JR0235  VERT ORDER  -  FIRST     CLASS II
 JR0235
 JR0235.The horizontal coordinates were scaled from a topographic map and have
 JR0235.an estimated accuracy of +/- 6 seconds.
 JR0235
 JR0235.The orthometric height was determined by differential leveling
 JR0235.and adjusted by the National Geodetic Survey in June 1991..
 JR0235
 JR0235.The geoid height was determined by GEOID03.
 JR0235
 JR0235.The dynamic height is computed by dividing the NAVD 88
 JR0235.geopotential number by the normal gravity value computed on the
 JR0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0235.degrees latitude (g = 980.6199 gals.).
 JR0235
 JR0235.The modeled gravity was interpolated from observed gravity values.
 JR0235
 JR0235;                    North         East    Units  Estimated Accuracy
 JR0235;SPC NV W     - 4,367,680.      826,570.      MT  (+/- 180 meters Scaled)
 JR0235
 JR0235                          SUPERSEDED SURVEY CONTROL
 JR0235
 JR0235  NGVD 29 (??/??/92) 1804.615  (m)         5920.64   (f) ADJ UNCH    1 2
 JR0235
 JR0235.Superseded values are not recommended for survey control.
 JR0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0235.See file dsdata.txt to determine how the superseded data were derived.
 JR0235
 JR0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC876136(NAD 83)
 JR0235_MARKER: DD = SURVEY DISK
 JR0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0235_SP_SET: CONCRETE POST
 JR0235_STAMPING: 17 S-662-1 M1-10
 JR0235_MARK LOGO: NVDH  
 JR0235_PROJECTION: PROJECTING 5 CENTIMETERS
 JR0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0235+STABILITY: SURFACE MOTION
 JR0235
 JR0235  HISTORY     - Date     Condition        Report By
 JR0235  HISTORY     - UNK      MONUMENTED       NVDH
 JR0235  HISTORY     - 1955     GOOD             NGS
 JR0235  HISTORY     - 1986     GOOD             NGS
 JR0235
 JR0235                          STATION DESCRIPTION
 JR0235
 JR0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0235'4.3 MI N FROM BASALT.
 JR0235'4.3 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0235'HIGHWAY 6 AT BASALT, 0.1 MILE SOUTHEAST OF A GRADED ROAD TURNOUT
 JR0235'(FORMER SOUTHERN PACIFIC COMPANY RAILROAD BED), 48.4 FEET (SLOPE
 JR0235'MEASUREMENT) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JR0235'5.0 FEET SOUTHWEST OF A 2-INCH BLACK-AND-WHITE PAINTED IRON
 JR0235'PIPE WHICH IS ENCASED IN CONCRETE AND PROJECTS 2.8 FEET ABOVE
 JR0235'THE GROUND, ABOUT 11 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE
 JR0235'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JR0235
 JR0235                          STATION RECOVERY (1986)
 JR0235
 JR0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0235'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 JR0235'NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5 MI) NORTHEAST ALONG US HIGHWAY
 JR0235'6 FROM THE BAR AND CAFE IN MOUNT MONTGOMERY, THENCE 7.2 KM (4.5 MI)
 JR0235'NORTH ALONG STATE HIGHWAY 360, 14.8 METERS (48.5 FT) EAST OF THE
 JR0235'CENTERLINE OF THE HIGHWAY.  NOTE--INACCESSIBLE FOR LEVELS.
 JR0235'THE MARK IS 3.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0020 ***********************************************************************
 MU0020  DESIGNATION -  17
 MU0020  PID         -  MU0020
 MU0020  STATE/COUNTY-  NV/ELKO
 MU0020  USGS QUAD   -  THE POINT (1971)
 MU0020
 MU0020                         *CURRENT SURVEY CONTROL
 MU0020  ___________________________________________________________________
 MU0020* NAD 83(1986)-  41 54 44.     (N)    116 10 58.     (W)     SCALED    
 MU0020* NAVD 88     -      1647.937  (meters)    5406.61   (feet)  ADJUSTED  
 MU0020  ___________________________________________________________________
 MU0020  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 MU0020  DYNAMIC HT  -        1646.733 (meters)    5402.66  (feet)  COMP
 MU0020  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 MU0020
 MU0020  VERT ORDER  -  FIRST     CLASS II
 MU0020
 MU0020.The horizontal coordinates were scaled from a topographic map and have
 MU0020.an estimated accuracy of +/- 6 seconds.
 MU0020
 MU0020.The orthometric height was determined by differential leveling
 MU0020.and adjusted by the National Geodetic Survey in June 1991..
 MU0020
 MU0020.The geoid height was determined by GEOID03.
 MU0020
 MU0020.The dynamic height is computed by dividing the NAVD 88
 MU0020.geopotential number by the normal gravity value computed on the
 MU0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0020.degrees latitude (g = 980.6199 gals.).
 MU0020
 MU0020.The modeled gravity was interpolated from observed gravity values.
 MU0020
 MU0020;                    North         East    Units  Estimated Accuracy
 MU0020;SPC NV E     - 8,795,120.      150,270.      MT  (+/- 180 meters Scaled)
 MU0020
 MU0020                          SUPERSEDED SURVEY CONTROL
 MU0020
 MU0020  NGVD 29 (??/??/92) 1646.766  (m)         5402.76   (f) ADJ UNCH    1 2
 MU0020
 MU0020.Superseded values are not recommended for survey control.
 MU0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0020.See file dsdata.txt to determine how the superseded data were derived.
 MU0020
 MU0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG677403(NAD 83)
 MU0020_MARKER: DD = SURVEY DISK
 MU0020_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MU0020_SP_SET: BRIDGE HEADWALL
 MU0020_STAMPING: 17 5392.99
 MU0020_MARK LOGO: USGLO 
 MU0020_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0020
 MU0020  HISTORY     - Date     Condition        Report By
 MU0020  HISTORY     - UNK      MONUMENTED       USGLO
 MU0020  HISTORY     - 1951     GOOD             NGS
 MU0020  HISTORY     - 19840601 GOOD             NGS
 MU0020
 MU0020                          STATION DESCRIPTION
 MU0020
 MU0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MU0020'6.0 MI SW FROM OWYHEE.
 MU0020'FROM THE GRADE SCHOOL IN OWYHEE, 0.5 MILES SOUTHEAST ALONG STATE
 MU0020'HIGHWAY 11, THENCE 5.5 MILES WEST ALONG STATE HIGHWAY 11, AT A BRIDGE
 MU0020'OVER AN IRRIGATION CANAL, IN TOP OF THE NORTHEAST CONCRETE WINGWALL,
 MU0020'12 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12 1/2 FEET
 MU0020'SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD RUNNING ALONG THE LEVEE
 MU0020'OF THE CANAL, 1.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 MU0020'BRIDGE, AND SET ABOUT LEVEL WITH THE ROAD.
 MU0020
 MU0020                          STATION RECOVERY (1984)
 MU0020
 MU0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0020'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 0.7 KM (0.45
 MU0020'MI) SOUTH ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE
 MU0020'8.7 KM (5.4 MI) SOUTH ALONG STATE HIGHWAY 11, IN TOP OF OF A HEADWALL
 MU0020'FOR AN IRRIGATION CANAL, 4.0 M (13 FT) SOUTHEAST OF THE HIGHWAY
 MU0020'CENTERLINE.  ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0194 ***********************************************************************
 KR0194  DESIGNATION -  17
 KR0194  PID         -  KR0194
 KR0194  STATE/COUNTY-  NV/CHURCHILL
 KR0194  USGS QUAD   -  LAHONTAN MTS (1985)
 KR0194
 KR0194                         *CURRENT SURVEY CONTROL
 KR0194  ___________________________________________________________________
 KR0194* NAD 83(1986)-  39 27 39.     (N)    118 32 17.     (W)     SCALED    
 KR0194* NAVD 88     -      1200.758  (meters)    3939.49   (feet)  ADJUSTED  
 KR0194  ___________________________________________________________________
 KR0194  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 KR0194  DYNAMIC HT  -        1199.733 (meters)    3936.12  (feet)  COMP
 KR0194  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 KR0194
 KR0194  VERT ORDER  -  FIRST     CLASS II
 KR0194
 KR0194.The horizontal coordinates were scaled from a topographic map and have
 KR0194.an estimated accuracy of +/- 6 seconds.
 KR0194
 KR0194.The orthometric height was determined by differential leveling
 KR0194.and adjusted by the National Geodetic Survey in June 1991..
 KR0194
 KR0194.The geoid height was determined by GEOID03.
 KR0194
 KR0194.The dynamic height is computed by dividing the NAVD 88
 KR0194.geopotential number by the normal gravity value computed on the
 KR0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0194.degrees latitude (g = 980.6199 gals.).
 KR0194
 KR0194.The modeled gravity was interpolated from observed gravity values.
 KR0194
 KR0194;                    North         East    Units  Estimated Accuracy
 KR0194;SPC NV W     - 4,522,760.      803,900.      MT  (+/- 180 meters Scaled)
 KR0194
 KR0194                          SUPERSEDED SURVEY CONTROL
 KR0194
 KR0194  NGVD 29 (??/??/92) 1199.788  (m)         3936.30   (f) ADJ UNCH    1 2
 KR0194
 KR0194.Superseded values are not recommended for survey control.
 KR0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0194.See file dsdata.txt to determine how the superseded data were derived.
 KR0194
 KR0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD676690(NAD 83)
 KR0194_MARKER: DD = SURVEY DISK
 KR0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0194_STAMPING: SEE TEXT
 KR0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0194+STABILITY: SURFACE MOTION
 KR0194
 KR0194  HISTORY     - Date     Condition        Report By
 KR0194  HISTORY     - 1950     MONUMENTED       LOCSUR
 KR0194  HISTORY     - 1967     GOOD             NGS
 KR0194
 KR0194                          STATION DESCRIPTION
 KR0194
 KR0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0194'6.35 MI S FROM STILLWATER.
 KR0194'ABOUT 1.5 MILES WEST ALONG STILLWATER ROAD FROM BRIDGE NUMBER 293 OVER
 KR0194'A LARGE DRAINAGE DITCH AT STILLWATER, THENCE 1.65 MILES SOUTH ALONG A
 KR0194'DIRT ROAD WHICH PARALLELS THE WEST SIDE OF AN IRRIGATION CANAL, THENCE
 KR0194'0.55 MILE SOUTHEAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTHWEST
 KR0194'SIDE OF AN IRRIGATION CANAL, THENCE 2.0 MILES SOUTH ALONG A DIRT ROAD,
 KR0194'THENCE 0.85 MILE EAST ALONG A DIRT ROAD, IN SECTION 5 T 19 N, R 31 E,
 KR0194'52 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE DIRT ROAD
 KR0194'AND A NORTH-SOUTH ROAD, 45 FEET SOUTH OF THE CENTER LINE OF THE DIRT
 KR0194'ROAD, 15 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.0
 KR0194'FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A U.S.
 KR0194'FISH AND WILDLIFE SERVICE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 KR0194'PROJECTS 10 INCHES.  17 T 19 N SEC 31 SEC 32 SEC 6 SEC 5 T 18 R 31 E
 KR0194'1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0337 ***********************************************************************
 LS0337  DESIGNATION -  17 A
 LS0337  PID         -  LS0337
 LS0337  STATE/COUNTY-  NV/PERSHING
 LS0337  USGS QUAD   -  WILDHORSE PASS (1987)
 LS0337
 LS0337                         *CURRENT SURVEY CONTROL
 LS0337  ___________________________________________________________________
 LS0337* NAD 83(1986)-  40 06 54.     (N)    118 29 41.     (W)     SCALED    
 LS0337* NAVD 88     -      1201.102  (meters)    3940.62   (feet)  ADJUSTED  
 LS0337  ___________________________________________________________________
 LS0337  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 LS0337  DYNAMIC HT  -        1200.135 (meters)    3937.44  (feet)  COMP
 LS0337  MODELED GRAV-     979,779.8   (mgal)                       NAVD 88
 LS0337
 LS0337  VERT ORDER  -  SECOND    CLASS 0
 LS0337
 LS0337.The horizontal coordinates were scaled from a topographic map and have
 LS0337.an estimated accuracy of +/- 6 seconds.
 LS0337
 LS0337.The orthometric height was determined by differential leveling
 LS0337.and adjusted by the National Geodetic Survey in June 1991..
 LS0337
 LS0337.The geoid height was determined by GEOID03.
 LS0337
 LS0337.The dynamic height is computed by dividing the NAVD 88
 LS0337.geopotential number by the normal gravity value computed on the
 LS0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0337.degrees latitude (g = 980.6199 gals.).
 LS0337
 LS0337.The modeled gravity was interpolated from observed gravity values.
 LS0337
 LS0337;                    North         East    Units  Estimated Accuracy
 LS0337;SPC NV W     - 4,595,380.      807,550.      MT  (+/- 180 meters Scaled)
 LS0337
 LS0337                          SUPERSEDED SURVEY CONTROL
 LS0337
 LS0337  NGVD 29 (??/??/92) 1200.17   (m)         3937.6    (f) COMPUTED    2 0
 LS0337
 LS0337.Superseded values are not recommended for survey control.
 LS0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0337.See file dsdata.txt to determine how the superseded data were derived.
 LS0337
 LS0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE726415(NAD 83)
 LS0337_MARKER: DD = SURVEY DISK
 LS0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LS0337_SP_SET: BRIDGE
 LS0337_STAMPING: 17 - A
 LS0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LS0337
 LS0337  HISTORY     - Date     Condition        Report By
 LS0337  HISTORY     - UNK      MONUMENTED       BOR
 LS0337  HISTORY     - 1951     GOOD             NGS
 LS0337
 LS0337                          STATION DESCRIPTION
 LS0337
 LS0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0337'5.6 MI SW FROM LOVELOCK.
 LS0337'4.6 MILES SOUTH ALONG A PAVED ROAD FROM THE SOUTHERN PACIFIC COMPANY
 LS0337'RAILROAD STATION AT LOVELOCK, ON THE EAST SIDE OF THE TRACKS, THENCE
 LS0337'1.0 MILE WEST ALONG A PAVED ROAD, AT A T JUNCTION OF A ROAD RUNNING
 LS0337'EAST AND WEST AND A ROAD LEADING SOUTH, SET IN THE TOP OF THE CENTER
 LS0337'OF THE EAST CONCRETE HEADWALL OF A CONCRETE BRIDGE ACROSS THE ROAD
 LS0337'LEADING SOUTH, 1.0 MILES WEST OF BENCH MARK M - 18 AND 1.0 MILES EAST
 LS0337'OF BENCH MARK 17 - B, 76 1/2 FEET SOUTHEAST OF THE CENTER OF THE T
 LS0337'JUNCTION, 72.0 FEET SOUTH OF THE CENTER LINE OF THE EAST AND WEST
 LS0337'ROAD, 26 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH,
 LS0337'11.8 FEET NORTHEAST OF A 4-INCH BY 4-INCH POST PAINTED WHITE AND WITH
 LS0337'LETTERS AND NUMERALS PAINTED ON IT, AND SET ABOUT 1/2-FOOT LOWER THAN
 LS0337'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0746 ***********************************************************************
 GS0746  DESIGNATION -  17 A HN
 GS0746  PID         -  GS0746
 GS0746  STATE/COUNTY-  NV/NYE
 GS0746  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0746
 GS0746                         *CURRENT SURVEY CONTROL
 GS0746  ___________________________________________________________________
 GS0746* NAD 83(1986)-  36 41 45.     (N)    116 10 48.     (W)     SCALED    
 GS0746* NAVD 88     -      1045.723  (meters)    3430.84   (feet)  ADJUSTED  
 GS0746  ___________________________________________________________________
 GS0746  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 GS0746  DYNAMIC HT  -        1044.581 (meters)    3427.10  (feet)  COMP
 GS0746  MODELED GRAV-     979,504.1   (mgal)                       NAVD 88
 GS0746
 GS0746  VERT ORDER  -  FIRST     CLASS I
 GS0746
 GS0746.The horizontal coordinates were scaled from a topographic map and have
 GS0746.an estimated accuracy of +/- 6 seconds.
 GS0746
 GS0746.The orthometric height was determined by differential leveling
 GS0746.and adjusted by the National Geodetic Survey in May 2004..
 GS0746
 GS0746.The geoid height was determined by GEOID03.
 GS0746
 GS0746.The dynamic height is computed by dividing the NAVD 88
 GS0746.geopotential number by the normal gravity value computed on the
 GS0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0746.degrees latitude (g = 980.6199 gals.).
 GS0746
 GS0746.The modeled gravity was interpolated from observed gravity values.
 GS0746
 GS0746;                    North         East    Units  Estimated Accuracy
 GS0746;SPC NV C     - 6,215,990.      543,490.      MT  (+/- 180 meters Scaled)
 GS0746
 GS0746                          SUPERSEDED SURVEY CONTROL
 GS0746
 GS0746  NAVD 88 (??/??/92) 1045.732  (m)         3430.87   (f) UNKNOWN     3 0
 GS0746  NGVD 29 (05/01/91) 1044.834  (m)         3427.93   (f) ADJUSTED    1 1
 GS0746
 GS0746.Superseded values are not recommended for survey control.
 GS0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0746.See file dsdata.txt to determine how the superseded data were derived.
 GS0746
 GS0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA732614(NAD 83)
 GS0746_MARKER: DD = SURVEY DISK
 GS0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0746_SP_SET: CONCRETE POST
 GS0746_STAMPING: H-N BM 17A 1956 3427.99
 GS0746_MARK LOGO: AEC   
 GS0746_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0746+STABILITY: SURFACE MOTION
 GS0746
 GS0746  HISTORY     - Date     Condition        Report By
 GS0746  HISTORY     - 1956     MONUMENTED       AEC
 GS0746  HISTORY     - 1983     GOOD             USGS
 GS0746  HISTORY     - 1986     GOOD             USGS
 GS0746  HISTORY     - 1988     GOOD             USGS
 GS0746  HISTORY     - 19910614 GOOD             USGS
 GS0746  HISTORY     - 19930318 GOOD             USGS
 GS0746  HISTORY     - 19950330 GOOD             USGS
 GS0746
 GS0746                          STATION DESCRIPTION
 GS0746
 GS0746'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0746'19.6 KM (12.20 MI) NW FROM MERCURY.
 GS0746'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0746'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0746'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 12.2 MILES, 280 FEET SOUTH
 GS0746'OF THE ROAD.
 GS0746'THE MARK IS 3 FT  N FROM  A 4 BY 4 POST
 GS0746
 GS0746                          STATION RECOVERY (1986)
 GS0746
 GS0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0746'RECOVERED IN GOOD CONDITION.
 GS0746
 GS0746                          STATION RECOVERY (1988)
 GS0746
 GS0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0746'RECOVERED IN GOOD CONDITION.
 GS0746
 GS0746                          STATION RECOVERY (1991)
 GS0746
 GS0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0746'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0746'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0746'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 12.2 MILES, 280 FEET SOUTH
 GS0746'OF THE ROAD.
 GS0746
 GS0746                          STATION RECOVERY (1993)
 GS0746
 GS0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0746'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0746'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0746'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 12.2 MILES
 GS0746'(19.6 KM), 280 FEET (85.3 M) SOUTH OF THE ROAD.
 GS0746
 GS0746                          STATION RECOVERY (1995)
 GS0746
 GS0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0746'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0319 ***********************************************************************
 LS0319  DESIGNATION -  17 B
 LS0319  PID         -  LS0319
 LS0319  STATE/COUNTY-  NV/PERSHING
 LS0319  USGS QUAD   -  GRANITE POINT (1987)
 LS0319
 LS0319                         *CURRENT SURVEY CONTROL
 LS0319  ___________________________________________________________________
 LS0319* NAD 83(1986)-  40 06 52.     (N)    118 30 50.     (W)     SCALED    
 LS0319* NAVD 88     -      1200.849  (meters)    3939.79   (feet)  ADJUSTED  
 LS0319  ___________________________________________________________________
 LS0319  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 LS0319  DYNAMIC HT  -        1199.888 (meters)    3936.63  (feet)  COMP
 LS0319  MODELED GRAV-     979,783.7   (mgal)                       NAVD 88
 LS0319
 LS0319  VERT ORDER  -  SECOND    CLASS 0
 LS0319
 LS0319.The horizontal coordinates were scaled from a topographic map and have
 LS0319.an estimated accuracy of +/- 6 seconds.
 LS0319
 LS0319.The orthometric height was determined by differential leveling
 LS0319.and adjusted by the National Geodetic Survey in June 1991..
 LS0319
 LS0319.The geoid height was determined by GEOID03.
 LS0319
 LS0319.The dynamic height is computed by dividing the NAVD 88
 LS0319.geopotential number by the normal gravity value computed on the
 LS0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0319.degrees latitude (g = 980.6199 gals.).
 LS0319
 LS0319.The modeled gravity was interpolated from observed gravity values.
 LS0319
 LS0319;                    North         East    Units  Estimated Accuracy
 LS0319;SPC NV W     - 4,595,320.      805,920.      MT  (+/- 180 meters Scaled)
 LS0319
 LS0319                          SUPERSEDED SURVEY CONTROL
 LS0319
 LS0319  NGVD 29 (??/??/92) 1199.923  (m)         3936.75   (f) ADJ UNCH    2 0
 LS0319
 LS0319.Superseded values are not recommended for survey control.
 LS0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0319.See file dsdata.txt to determine how the superseded data were derived.
 LS0319
 LS0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE709415(NAD 83)
 LS0319_MARKER: DD = SURVEY DISK
 LS0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LS0319_SP_SET: BRIDGE
 LS0319_STAMPING: 17 - B 1948
 LS0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LS0319
 LS0319  HISTORY     - Date     Condition        Report By
 LS0319  HISTORY     - 1948     MONUMENTED       BOR
 LS0319  HISTORY     - 1951     GOOD             NGS
 LS0319
 LS0319                          STATION DESCRIPTION
 LS0319
 LS0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0319'5.2 MI SW FROM LOVELOCK.
 LS0319'4.2 MILES SOUTHWEST ALONG THE TRACKS FROM THE SOUTHERN PACIFIC COMPANY
 LS0319'RAILROAD STATION IN LOVELOCK, THENCE 1.0 MILE SOUTHEAST ALONG LOWER
 LS0319'VALLEY ROAD, AT AN INTERSECTION OF THE MAIN ROAD, A ROAD LEADING EAST,
 LS0319'AND A TRACK ROAD LEADING WEST, SET IN THE TOP OF THE CENTER OF THE
 LS0319'EAST CONCRETE HEADWALL OF BRIDGE NO. A 61 + 14 OVER AN IRRIGATION
 LS0319'DITCH, 79 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE
 LS0319'ROADS, 21 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 40.7 FEET
 LS0319'SOUTH OF THE NORTHWEST FENCE CORNER POST, 8.7 FEET NORTHEAST OF A 2 BY
 LS0319'6 WHITE POST NO. A 61 + 41, ABOUT ONE FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0623 ***********************************************************************
 MU0623  DESIGNATION -  17 BKC
 MU0623  PID         -  MU0623
 MU0623  STATE/COUNTY-  NV/ELKO
 MU0623  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0623
 MU0623                         *CURRENT SURVEY CONTROL
 MU0623  ___________________________________________________________________
 MU0623* NAD 83(1986)-  41 35 02.     (N)    116 42 58.     (W)     SCALED    
 MU0623* NAVD 88     -      1650.427  (meters)    5414.78   (feet)  POSTED    
 MU0623  ___________________________________________________________________
 MU0623  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 MU0623  DYNAMIC HT  -        1649.190 (meters)    5410.72  (feet)  COMP
 MU0623  MODELED GRAV-     979,814.0   (mgal)                       NAVD 88
 MU0623
 MU0623  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0623
 MU0623.The horizontal coordinates were scaled from a topographic map and have
 MU0623.an estimated accuracy of +/- 6 seconds.
 MU0623
 MU0623.The orthometric height was determined by differential leveling
 MU0623.and adjusted by the National Geodetic Survey in 1992..
 MU0623.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0623.rate of 0.0 thru 1.0 mm/km.
 MU0623
 MU0623.The geoid height was determined by GEOID03.
 MU0623
 MU0623.The dynamic height is computed by dividing the NAVD 88
 MU0623.geopotential number by the normal gravity value computed on the
 MU0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0623.degrees latitude (g = 980.6199 gals.).
 MU0623
 MU0623.The modeled gravity was interpolated from observed gravity values.
 MU0623
 MU0623;                    North         East    Units  Estimated Accuracy
 MU0623;SPC NV E     - 8,759,110.      105,550.      MT  (+/- 180 meters Scaled)
 MU0623
 MU0623                          SUPERSEDED SURVEY CONTROL
 MU0623
 MU0623.No superseded survey control is available for this station.
 MU0623
 MU0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG236036(NAD 83)
 MU0623_MARKER: DD = SURVEY DISK
 MU0623_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0623_SP_SET: COPPER-CLAD STEEL ROD
 MU0623_STAMPING: 17 BKC 1973 5416
 MU0623_MARK LOGO: USGS  
 MU0623_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0623+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0623
 MU0623  HISTORY     - Date     Condition        Report By
 MU0623  HISTORY     - 1973     MONUMENTED       USGS
 MU0623
 MU0623                          STATION DESCRIPTION
 MU0623
 MU0623'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0623'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0623'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0623'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0623'ALONG ROAD, THENCE 3.9 MILES NORTH-NORTHWEST ALONG ROAD, 7.6 MILES
 MU0623'WEST AND 5.8 MILES NORTHWEST OF WINTERS RANCH -STONE HOUSE-, 83 FEET
 MU0623'WEST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTHWEST OF A CAIRN, SET
 MU0623'ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0623'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0414 ***********************************************************************
 HP0414  DESIGNATION -  17 DOR
 HP0414  PID         -  HP0414
 HP0414  STATE/COUNTY-  NV/LINCOLN
 HP0414  USGS QUAD   -  DEADMAN SPRING (1970)
 HP0414
 HP0414                         *CURRENT SURVEY CONTROL
 HP0414  ___________________________________________________________________
 HP0414* NAD 83(1986)-  37 55 24.     (N)    114 59 11.     (W)     SCALED    
 HP0414* NAVD 88     -      1442.535  (meters)    4732.72   (feet)  ADJUSTED  
 HP0414  ___________________________________________________________________
 HP0414  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 HP0414  DYNAMIC HT  -        1440.983 (meters)    4727.63  (feet)  COMP
 HP0414  MODELED GRAV-     979,504.1   (mgal)                       NAVD 88
 HP0414
 HP0414  VERT ORDER  -  SECOND    CLASS 0
 HP0414
 HP0414.The horizontal coordinates were scaled from a topographic map and have
 HP0414.an estimated accuracy of +/- 6 seconds.
 HP0414
 HP0414.The orthometric height was determined by differential leveling
 HP0414.and adjusted by the National Geodetic Survey in June 1991..
 HP0414
 HP0414.The geoid height was determined by GEOID03.
 HP0414
 HP0414.The dynamic height is computed by dividing the NAVD 88
 HP0414.geopotential number by the normal gravity value computed on the
 HP0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0414.degrees latitude (g = 980.6199 gals.).
 HP0414
 HP0414.The modeled gravity was interpolated from observed gravity values.
 HP0414
 HP0414;                    North         East    Units  Estimated Accuracy
 HP0414;SPC NV E     - 8,352,260.      252,480.      MT  (+/- 180 meters Scaled)
 HP0414
 HP0414                          SUPERSEDED SURVEY CONTROL
 HP0414
 HP0414.No superseded survey control is available for this station.
 HP0414
 HP0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB769992(NAD 83)
 HP0414_MARKER: DD = SURVEY DISK
 HP0414_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0414_SP_SET: COPPER-CLAD STEEL ROD
 HP0414_STAMPING: 17 DOR 1968 4729
 HP0414_MARK LOGO: USGS  
 HP0414_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0414+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0414
 HP0414  HISTORY     - Date     Condition        Report By
 HP0414  HISTORY     - 1968     MONUMENTED       USGS
 HP0414
 HP0414                          STATION DESCRIPTION
 HP0414
 HP0414'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0414'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 29.5 MILES NORTHEAST
 HP0414'ALONG HIGHWAY 38, 290 FEET WEST OF THE ROAD, 100 FEET EAST OF THE NEW
 HP0414'ROAD CENTERLINE, 2 FEET SOUTH OF A WITNESS SIGN, SET ON A
 HP0414'COPPER-COATED ROD ENCLOSED BY A FIBER PIPE, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0560 ***********************************************************************
 JP0560  DESIGNATION -  17 DOR
 JP0560  PID         -  JP0560
 JP0560  STATE/COUNTY-  NV/LINCOLN
 JP0560  USGS QUAD   -  SIDEHILL SPRING (1971)
 JP0560
 JP0560                         *CURRENT SURVEY CONTROL
 JP0560  ___________________________________________________________________
 JP0560* NAD 83(1986)-  38 28 51.     (N)    114 47 40.     (W)     SCALED    
 JP0560* NAVD 88     -      1842.837  (meters)    6046.04   (feet)  ADJUSTED  
 JP0560  ___________________________________________________________________
 JP0560  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 JP0560  DYNAMIC HT  -        1840.806 (meters)    6039.38  (feet)  COMP
 JP0560  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 JP0560
 JP0560  VERT ORDER  -  SECOND    CLASS 0
 JP0560
 JP0560.The horizontal coordinates were scaled from a topographic map and have
 JP0560.an estimated accuracy of +/- 6 seconds.
 JP0560
 JP0560.The orthometric height was determined by differential leveling
 JP0560.and adjusted by the National Geodetic Survey in August 1995..
 JP0560
 JP0560.The geoid height was determined by GEOID03.
 JP0560
 JP0560.The dynamic height is computed by dividing the NAVD 88
 JP0560.geopotential number by the normal gravity value computed on the
 JP0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0560.degrees latitude (g = 980.6199 gals.).
 JP0560
 JP0560.The modeled gravity was interpolated from observed gravity values.
 JP0560
 JP0560;                    North         East    Units  Estimated Accuracy
 JP0560;SPC NV E     - 8,414,270.      268,830.      MT  (+/- 180 meters Scaled)
 JP0560
 JP0560                          SUPERSEDED SURVEY CONTROL
 JP0560
 JP0560.No superseded survey control is available for this station.
 JP0560
 JP0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC923614(NAD 83)
 JP0560_MARKER: DD = SURVEY DISK
 JP0560_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0560_SP_SET: COPPER-CLAD STEEL ROD
 JP0560_STAMPING: 17 DOR 1971 6042
 JP0560_MARK LOGO: USGS  
 JP0560_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0560
 JP0560  HISTORY     - Date     Condition        Report By
 JP0560  HISTORY     - 1971     MONUMENTED       USGS
 JP0560
 JP0560                          STATION DESCRIPTION
 JP0560
 JP0560'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0560'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0560'HIGHWAY 93 TO A T-ROAD WEST, THENCE 8.5 MILES WEST TO A GATE AND A
 JP0560'ROAD SOUTH, THENCE 7.4 MILES SOUTH, 0.3 MILE NORTH OF A BORROW PIT,
 JP0560'45 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A WITNESS
 JP0560'POST, A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 JP0560'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0581 ***********************************************************************
 JP0581  DESIGNATION -  17 DOR
 JP0581  PID         -  JP0581
 JP0581  STATE/COUNTY-  NV/WHITE PINE
 JP0581  USGS QUAD   -  WHITE ROCK CREEK (1973)
 JP0581
 JP0581                         *CURRENT SURVEY CONTROL
 JP0581  ___________________________________________________________________
 JP0581* NAD 83(1986)-  38 57 19.     (N)    114 48 42.     (W)     SCALED    
 JP0581* NAVD 88     -      2079.737  (meters)    6823.27   (feet)  ADJUSTED  
 JP0581  ___________________________________________________________________
 JP0581  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 JP0581  DYNAMIC HT  -        2077.404 (meters)    6815.62  (feet)  COMP
 JP0581  MODELED GRAV-     979,431.7   (mgal)                       NAVD 88
 JP0581
 JP0581  VERT ORDER  -  SECOND    CLASS 0
 JP0581
 JP0581.The horizontal coordinates were scaled from a topographic map and have
 JP0581.an estimated accuracy of +/- 6 seconds.
 JP0581
 JP0581.The orthometric height was determined by differential leveling
 JP0581.and adjusted by the National Geodetic Survey in August 1995..
 JP0581
 JP0581.The geoid height was determined by GEOID03.
 JP0581
 JP0581.The dynamic height is computed by dividing the NAVD 88
 JP0581.geopotential number by the normal gravity value computed on the
 JP0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0581.degrees latitude (g = 980.6199 gals.).
 JP0581
 JP0581.The modeled gravity was interpolated from observed gravity values.
 JP0581
 JP0581;                    North         East    Units  Estimated Accuracy
 JP0581;SPC NV E     - 8,466,920.      266,880.      MT  (+/- 180 meters Scaled)
 JP0581
 JP0581                          SUPERSEDED SURVEY CONTROL
 JP0581
 JP0581.No superseded survey control is available for this station.
 JP0581
 JP0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD896140(NAD 83)
 JP0581_MARKER: DD = SURVEY DISK
 JP0581_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0581_SP_SET: COPPER-CLAD STEEL ROD
 JP0581_STAMPING: 17 DOR 1973 6819
 JP0581_MARK LOGO: USGS  
 JP0581_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0581
 JP0581  HISTORY     - Date     Condition        Report By
 JP0581  HISTORY     - 1973     MONUMENTED       USGS
 JP0581
 JP0581                          STATION DESCRIPTION
 JP0581
 JP0581'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0581'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0581'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 16.4 MILES
 JP0581'SOUTH TO A CATTLEGUARD, 1.4 MILES SOUTHWEST OF BENCH MARK  16 DOR
 JP0581'1973 , 0.2 MILE SOUTH OF A CATTLEGUARD AND A USBLM ALUMINUM CAP
 JP0581'STAMPED  HORSE AND CATTLE CAMP SEEDING T12-13N R64E 1957 , 317 FEET
 JP0581'NORTHEAST OF THE CENTERLINE OF THE ROAD AT THE CATTLEGUARD, 28 FEET
 JP0581'NORTH OF A FENCE CROSSING, 0.5 FOOT WEST OF A FENCE, ON A 5/8 INCH ROD
 JP0581'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0320 ***********************************************************************
 LS0320  DESIGNATION -  17 F
 LS0320  PID         -  LS0320
 LS0320  STATE/COUNTY-  NV/PERSHING
 LS0320  USGS QUAD   -  GRANITE POINT (1987)
 LS0320
 LS0320                         *CURRENT SURVEY CONTROL
 LS0320  ___________________________________________________________________
 LS0320* NAD 83(1986)-  40 06 03.     (N)    118 30 49.     (W)     SCALED    
 LS0320* NAVD 88     -      1196.793  (meters)    3926.48   (feet)  ADJUSTED  
 LS0320  ___________________________________________________________________
 LS0320  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 LS0320  DYNAMIC HT  -        1195.831 (meters)    3923.32  (feet)  COMP
 LS0320  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 LS0320
 LS0320  VERT ORDER  -  SECOND    CLASS 0
 LS0320
 LS0320.The horizontal coordinates were scaled from a topographic map and have
 LS0320.an estimated accuracy of +/- 6 seconds.
 LS0320
 LS0320.The orthometric height was determined by differential leveling
 LS0320.and adjusted by the National Geodetic Survey in June 1991..
 LS0320
 LS0320.The geoid height was determined by GEOID03.
 LS0320
 LS0320.The dynamic height is computed by dividing the NAVD 88
 LS0320.geopotential number by the normal gravity value computed on the
 LS0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0320.degrees latitude (g = 980.6199 gals.).
 LS0320
 LS0320.The modeled gravity was interpolated from observed gravity values.
 LS0320
 LS0320;                    North         East    Units  Estimated Accuracy
 LS0320;SPC NV W     - 4,593,810.      805,940.      MT  (+/- 180 meters Scaled)
 LS0320
 LS0320                          SUPERSEDED SURVEY CONTROL
 LS0320
 LS0320  NGVD 29 (??/??/92) 1195.868  (m)         3923.44   (f) ADJ UNCH    2 0
 LS0320
 LS0320.Superseded values are not recommended for survey control.
 LS0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0320.See file dsdata.txt to determine how the superseded data were derived.
 LS0320
 LS0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE709400(NAD 83)
 LS0320_MARKER: DD = SURVEY DISK
 LS0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0320_SP_SET: CULVERT
 LS0320_STAMPING: 17 - F
 LS0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0320
 LS0320  HISTORY     - Date     Condition        Report By
 LS0320  HISTORY     - UNK      MONUMENTED       BOR
 LS0320  HISTORY     - 1951     GOOD             NGS
 LS0320
 LS0320                          STATION DESCRIPTION
 LS0320
 LS0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0320'6.2 MI S FROM LOVELOCK.
 LS0320'4.2 MILES SOUTHWEST ALONG THE TRACKS FROM THE SOUTHERN PACIFIC COMPANY
 LS0320'RAILROAD STATION IN LOVELOCK, THENCE 2.0 MILES SOUTH ALONG LOWER
 LS0320'VALLEY ROAD, AT CONCRETE BRIDGE NO. A 112 + 88, SET IN THE TOP OF THE
 LS0320'CENTER OF THE EAST CONCRETE HEADWALL OF A CONCRETE CULVERT OVER AN
 LS0320'IRRIGATION DITCH, 25 1/2 FEET EAST OF THE CENTER LINE OF LOWER VALLEY
 LS0320'ROAD, 13.6 FEET NORTHWEST OF A T JUNCTION OF FENCE LINE, 7.6 FEET WEST
 LS0320'OF A NORTH AND SOUTH FENCE LINE, 11.5 FEET EAST OF A 2 BY 6 WHITE POST
 LS0320'A 112 + 88, AND SET ABOUT 2 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0546 ***********************************************************************
 MU0546  DESIGNATION -  17 FMK
 MU0546  PID         -  MU0546
 MU0546  STATE/COUNTY-  NV/ELKO
 MU0546  USGS QUAD   -  SCRAPER SPRINGS (1977)
 MU0546
 MU0546                         *CURRENT SURVEY CONTROL
 MU0546  ___________________________________________________________________
 MU0546* NAD 83(1986)-  41 21 30.     (N)    116 39 28.     (W)     SCALED    
 MU0546* NAVD 88     -      1887.863  (meters)    6193.76   (feet)  POSTED    
 MU0546  ___________________________________________________________________
 MU0546  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 MU0546  DYNAMIC HT  -        1886.330 (meters)    6188.73  (feet)  COMP
 MU0546  MODELED GRAV-     979,744.6   (mgal)                       NAVD 88
 MU0546
 MU0546  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0546
 MU0546.The horizontal coordinates were scaled from a topographic map and have
 MU0546.an estimated accuracy of +/- 6 seconds.
 MU0546
 MU0546.The orthometric height was determined by differential leveling
 MU0546.and adjusted by the National Geodetic Survey in 1992..
 MU0546.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0546.rate of 0.0 thru 1.0 mm/km.
 MU0546
 MU0546.The geoid height was determined by GEOID03.
 MU0546
 MU0546.The dynamic height is computed by dividing the NAVD 88
 MU0546.geopotential number by the normal gravity value computed on the
 MU0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0546.degrees latitude (g = 980.6199 gals.).
 MU0546
 MU0546.The modeled gravity was interpolated from observed gravity values.
 MU0546
 MU0546;                    North         East    Units  Estimated Accuracy
 MU0546;SPC NV E     - 8,733,990.      110,100.      MT  (+/- 180 meters Scaled)
 MU0546
 MU0546                          SUPERSEDED SURVEY CONTROL
 MU0546
 MU0546.No superseded survey control is available for this station.
 MU0546
 MU0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF286785(NAD 83)
 MU0546_MARKER: DD = SURVEY DISK
 MU0546_SETTING: 66 = SET IN ROCK OUTCROP
 MU0546_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0546_STAMPING: 17 FMK 1973 6190
 MU0546_MARK LOGO: USGS  
 MU0546_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0546+STABILITY: POSITION/ELEVATION WELL
 MU0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0546+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0546
 MU0546  HISTORY     - Date     Condition        Report By
 MU0546  HISTORY     - 1973     MONUMENTED       USGS
 MU0546
 MU0546                          STATION DESCRIPTION
 MU0546
 MU0546'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0546'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0546'MILES EAST ALONG GRAVEL ROAD, THENCE 11.6 MILES NORTH ALONG DIRT ROAD,
 MU0546'96 FEET WEST OF THE CENTERLINE OF THE ROAD, AT THE SOUTH END OF A
 MU0546'SMALL MEADOW, SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0493 ***********************************************************************
 LS0493  DESIGNATION -  17 HJH
 LS0493  PID         -  LS0493
 LS0493  STATE/COUNTY-  NV/WASHOE
 LS0493  USGS QUAD   -  DOVE CREEK (1964)
 LS0493
 LS0493                         *CURRENT SURVEY CONTROL
 LS0493  ___________________________________________________________________
 LS0493* NAD 83(1986)-  40 00 09.     (N)    119 23 22.     (W)     SCALED    
 LS0493* NAVD 88     -      1200.724  (meters)    3939.38   (feet)  ADJUSTED  
 LS0493  ___________________________________________________________________
 LS0493  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 LS0493  DYNAMIC HT  -        1199.727 (meters)    3936.10  (feet)  COMP
 LS0493  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 LS0493
 LS0493  VERT ORDER  -  SECOND    CLASS 0
 LS0493
 LS0493.The horizontal coordinates were scaled from a topographic map and have
 LS0493.an estimated accuracy of +/- 6 seconds.
 LS0493
 LS0493.The orthometric height was determined by differential leveling
 LS0493.and adjusted by the National Geodetic Survey in June 1991..
 LS0493
 LS0493.The geoid height was determined by GEOID03.
 LS0493
 LS0493.The dynamic height is computed by dividing the NAVD 88
 LS0493.geopotential number by the normal gravity value computed on the
 LS0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0493.degrees latitude (g = 980.6199 gals.).
 LS0493
 LS0493.The modeled gravity was interpolated from observed gravity values.
 LS0493
 LS0493;                    North         East    Units  Estimated Accuracy
 LS0493;SPC NV W     - 4,583,200.      731,170.      MT  (+/- 180 meters Scaled)
 LS0493
 LS0493                          SUPERSEDED SURVEY CONTROL
 LS0493
 LS0493  NGVD 29 (??/??/92) 1199.726  (m)         3936.10   (f) ADJ UNCH    2 0
 LS0493
 LS0493.Superseded values are not recommended for survey control.
 LS0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0493.See file dsdata.txt to determine how the superseded data were derived.
 LS0493
 LS0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE960307(NAD 83)
 LS0493_MARKER: DB = BENCH MARK DISK
 LS0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0493_SP_SET: CONCRETE POST
 LS0493_STAMPING: 17 HJH 1962 3936
 LS0493_MARK LOGO: USGS  
 LS0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0493+STABILITY: SURFACE MOTION
 LS0493
 LS0493  HISTORY     - Date     Condition        Report By
 LS0493  HISTORY     - 1962     MONUMENTED       USGS
 LS0493
 LS0493                          STATION DESCRIPTION
 LS0493
 LS0493'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0493'21.1 KM (13.10 MI) NORTH FROM NIXON.
 LS0493'13.1 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34 NEAR THE BOTTOM OF
 LS0493'A LONG FILL APPROACH TO A RIDGE, 4.3 FEET WEST OF THE HIGHWAY
 LS0493'CENTERLINE.
 LS0493'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1470 ***********************************************************************
 KR1470  DESIGNATION -  17 JD
 KR1470  PID         -  KR1470
 KR1470  STATE/COUNTY-  NV/WASHOE
 KR1470  USGS QUAD   -  NIXON (1986)
 KR1470
 KR1470                         *CURRENT SURVEY CONTROL
 KR1470  ___________________________________________________________________
 KR1470* NAD 83(1986)-  39 47 49.     (N)    119 22 02.     (W)     SCALED    
 KR1470* NAVD 88     -      1236.510  (meters)    4056.78   (feet)  ADJUSTED  
 KR1470  ___________________________________________________________________
 KR1470  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 KR1470  DYNAMIC HT  -        1235.461 (meters)    4053.34  (feet)  COMP
 KR1470  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 KR1470
 KR1470  VERT ORDER  -  SECOND    CLASS 0
 KR1470
 KR1470.The horizontal coordinates were scaled from a topographic map and have
 KR1470.an estimated accuracy of +/- 6 seconds.
 KR1470
 KR1470.The orthometric height was determined by differential leveling
 KR1470.and adjusted by the National Geodetic Survey in June 1991..
 KR1470
 KR1470.The geoid height was determined by GEOID03.
 KR1470
 KR1470.The dynamic height is computed by dividing the NAVD 88
 KR1470.geopotential number by the normal gravity value computed on the
 KR1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1470.degrees latitude (g = 980.6199 gals.).
 KR1470
 KR1470.The modeled gravity was interpolated from observed gravity values.
 KR1470
 KR1470;                    North         East    Units  Estimated Accuracy
 KR1470;SPC NV W     - 4,560,360.      732,870.      MT  (+/- 180 meters Scaled)
 KR1470
 KR1470                          SUPERSEDED SURVEY CONTROL
 KR1470
 KR1470.No superseded survey control is available for this station.
 KR1470
 KR1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE973079(NAD 83)
 KR1470_MARKER: DB = BENCH MARK DISK
 KR1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1470_SP_SET: CONCRETE POST
 KR1470_STAMPING: 17 JD 1956 4053
 KR1470_MARK LOGO: USGS  
 KR1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1470+STABILITY: SURFACE MOTION
 KR1470
 KR1470  HISTORY     - Date     Condition        Report By
 KR1470  HISTORY     - 1956     MONUMENTED       USGS
 KR1470  HISTORY     - 1962     GOOD             USGS
 KR1470
 KR1470                          STATION DESCRIPTION
 KR1470
 KR1470'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1470'4.0 KM (2.50 MI) SOUTH FROM NIXON.
 KR1470'THIS BENCH MARK IS LOCATED 4 KM (2.5 MI) SOUTH OF NIXON,  NEVADA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0471 ***********************************************************************
 MV0471  DESIGNATION -  17 LRC
 MV0471  PID         -  MV0471
 MV0471  STATE/COUNTY-  NV/HUMBOLDT
 MV0471  USGS QUAD   -  PAIUTE MEADOWS (1972)
 MV0471
 MV0471                         *CURRENT SURVEY CONTROL
 MV0471  ___________________________________________________________________
 MV0471* NAD 83(1986)-  41 19 49.     (N)    118 52 44.     (W)     SCALED    
 MV0471* NAVD 88     -      1318.098  (meters)    4324.46   (feet)  ADJUSTED  
 MV0471  ___________________________________________________________________
 MV0471  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 MV0471  DYNAMIC HT  -        1317.177 (meters)    4321.44  (feet)  COMP
 MV0471  MODELED GRAV-     979,878.6   (mgal)                       NAVD 88
 MV0471
 MV0471  VERT ORDER  -  SECOND    CLASS 0
 MV0471
 MV0471.The horizontal coordinates were scaled from a topographic map and have
 MV0471.an estimated accuracy of +/- 6 seconds.
 MV0471
 MV0471.The orthometric height was determined by differential leveling
 MV0471.and adjusted by the National Geodetic Survey in June 1991..
 MV0471
 MV0471.The geoid height was determined by GEOID03.
 MV0471
 MV0471.The dynamic height is computed by dividing the NAVD 88
 MV0471.geopotential number by the normal gravity value computed on the
 MV0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0471.degrees latitude (g = 980.6199 gals.).
 MV0471
 MV0471.The modeled gravity was interpolated from observed gravity values.
 MV0471
 MV0471;                    North         East    Units  Estimated Accuracy
 MV0471;SPC NV W     - 4,730,360.      775,260.      MT  (+/- 180 meters Scaled)
 MV0471
 MV0471                          SUPERSEDED SURVEY CONTROL
 MV0471
 MV0471.No superseded survey control is available for this station.
 MV0471
 MV0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF427771(NAD 83)
 MV0471_MARKER: DD = SURVEY DISK
 MV0471_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0471_SP_SET: COPPER-CLAD STEEL ROD
 MV0471_STAMPING: 17 LRC 1972 4321
 MV0471_MARK LOGO: USGS  
 MV0471_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0471+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0471
 MV0471  HISTORY     - Date     Condition        Report By
 MV0471  HISTORY     - 1972     MONUMENTED       USGS
 MV0471
 MV0471                          STATION DESCRIPTION
 MV0471
 MV0471'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0471'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0471'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0471'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0471'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0471'ALONG TRACK ROAD, THENCE 3.9 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0471'TOWARD PAHUTE MEADOW RANCH TO THE TOP OF A STEEP GRADE AND ABOUT 1.0
 MV0471'MILE NORTHEAST OF A SUMMIT OF A HILL, 17.2 MILES SOUTH OF LEONARD
 MV0471'CREEK RANCH, 41 FEET NORTHWEST OF AND 5 FEET HIGHER THAN THE
 MV0471'CENTERLINE OF THE ROAD AT A CUT, 2 FEET SOUTHEAST OF A WITNESS POST,
 MV0471'ENCASED IN A DRAINPIPE CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0444 ***********************************************************************
 HP0444  DESIGNATION -  17 LRC
 HP0444  PID         -  HP0444
 HP0444  STATE/COUNTY-  NV/LINCOLN
 HP0444  USGS QUAD   -  BLUE NOSE PEAK (1973)
 HP0444
 HP0444                         *CURRENT SURVEY CONTROL
 HP0444  ___________________________________________________________________
 HP0444* NAD 83(1986)-  37 09 24.     (N)    114 18 25.     (W)     SCALED    
 HP0444* NAVD 88     -      1085.793  (meters)    3562.31   (feet)  POSTED    
 HP0444  ___________________________________________________________________
 HP0444  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HP0444  DYNAMIC HT  -        1084.670 (meters)    3558.62  (feet)  COMP
 HP0444  MODELED GRAV-     979,555.9   (mgal)                       NAVD 88
 HP0444
 HP0444  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0444
 HP0444.The horizontal coordinates were scaled from a topographic map and have
 HP0444.an estimated accuracy of +/- 6 seconds.
 HP0444
 HP0444.The orthometric height was determined by differential leveling
 HP0444.and adjusted by the National Geodetic Survey in 1992..
 HP0444.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0444.rate of 1.1 thru 2.0 mm/km.
 HP0444
 HP0444.The geoid height was determined by GEOID03.
 HP0444
 HP0444.The dynamic height is computed by dividing the NAVD 88
 HP0444.geopotential number by the normal gravity value computed on the
 HP0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0444.degrees latitude (g = 980.6199 gals.).
 HP0444
 HP0444.The modeled gravity was interpolated from observed gravity values.
 HP0444
 HP0444;                    North         East    Units  Estimated Accuracy
 HP0444;SPC NV E     - 8,267,780.      313,370.      MT  (+/- 180 meters Scaled)
 HP0444
 HP0444                          SUPERSEDED SURVEY CONTROL
 HP0444
 HP0444.No superseded survey control is available for this station.
 HP0444
 HP0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB391156(NAD 83)
 HP0444_MARKER: DD = SURVEY DISK
 HP0444_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0444_SP_SET: COPPER-CLAD STEEL ROD
 HP0444_STAMPING: 17 LRC 1973 3560
 HP0444_MARK LOGO: USGS  
 HP0444_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0444+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0444
 HP0444  HISTORY     - Date     Condition        Report By
 HP0444  HISTORY     - 1973     MONUMENTED       USGS
 HP0444
 HP0444                          STATION DESCRIPTION
 HP0444
 HP0444'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0444'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0444'MILES NORTH ALONG A GRAVEL ROAD TO A Y-ROAD, AT A LARGE DRAIN, THENCE
 HP0444'10.5 MILES EASTERLY ALONG ROAD TOWARD BEAVER DAM WASH TO A DRAIN
 HP0444'CROSSING, 1.2 MILES WEST OF A PROMINENT CROSSROAD, 63 FEET NORTHEAST
 HP0444'OF A DRAIN CROSSING, 41 FEET EAST OF THE CENTER OF THE DRAIN, 35 FEET
 HP0444'NORTH OF THE CENTER OF ROAD, ON A 5/8 INCH COPPER-COATED ROD DRIVEN
 HP0444'TO REFUSAL ENCASED BY A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0916 ***********************************************************************
 KR0916  DESIGNATION -  17 RESET
 KR0916  PID         -  KR0916
 KR0916  STATE/COUNTY-  NV/WASHOE
 KR0916  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR0916
 KR0916                         *CURRENT SURVEY CONTROL
 KR0916  ___________________________________________________________________
 KR0916* NAD 83(1986)-  39 26 23.     (N)    119 46 11.     (W)     SCALED    
 KR0916* NAVD 88     -      1373.62   (meters)    4506.6    (feet)  RESET     
 KR0916  ___________________________________________________________________
 KR0916  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KR0916
 KR0916  VERT ORDER  -  THIRD
 KR0916
 KR0916.The horizontal coordinates were scaled from a topographic map and have
 KR0916.an estimated accuracy of +/- 6 seconds.
 KR0916
 KR0916.The orthometric height was computed from unverified reset data.
 KR0916
 KR0916.The geoid height was determined by GEOID03.
 KR0916
 KR0916;                    North         East    Units  Estimated Accuracy
 KR0916;SPC NV W     - 4,521,080.      697,880.      MT  (+/- 180 meters Scaled)
 KR0916
 KR0916                          SUPERSEDED SURVEY CONTROL
 KR0916
 KR0916.No superseded survey control is available for this station.
 KR0916
 KR0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD616692(NAD 83)
 KR0916_MARKER: DD = SURVEY DISK
 KR0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0916_STAMPING: 17 RESET 1955
 KR0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0916+STABILITY: SURFACE MOTION
 KR0916
 KR0916  HISTORY     - Date     Condition        Report By
 KR0916  HISTORY     - 1955     MONUMENTED       NVDH
 KR0916
 KR0916                          STATION DESCRIPTION
 KR0916
 KR0916'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1955
 KR0916'6.3 MI SE FROM RENO.
 KR0916'6.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR0916'RENO, WASHOE COUNTY, AT THE JUNCTION OF OLD VIRGINIA ROAD LEADING
 KR0916'SOUTHEAST AND MAYS LANE LEADING EAST TO THE DOUBLE DIAMOND RANCH, 46
 KR0916'FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTH-BOUND LAND OF THE
 KR0916'HIGHWAY AT SURVEY STATION S 1049+00, 40.5 FEET SOUTH OF A FENCE
 KR0916'CORNER, 38.5 FEET SOUTH OF SIERRA PACIFIC POWER CO. POLE 52461, 9 FEET
 KR0916'EAST OF A DRAINAGE DITCH, 1.5 FEET EAST OF A FENCE, AND 1 FOOT EAST OF
 KR0916'A WHITE WOODEN WITNESS POST.  A NEVADA HIGHWAY DEPARTMENT STANDARD
 KR0916'DISK, STAMPED NO. 17 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0655 ***********************************************************************
 GS0655  DESIGNATION -  17 TJS
 GS0655  PID         -  GS0655
 GS0655  STATE/COUNTY-  NV/NYE
 GS0655  USGS QUAD   -  CRATER FLAT (1986)
 GS0655
 GS0655                         *CURRENT SURVEY CONTROL
 GS0655  ___________________________________________________________________
 GS0655* NAD 83(1986)-  36 48 15.     (N)    116 31 27.     (W)     SCALED    
 GS0655* NAVD 88     -      1040.785  (meters)    3414.64   (feet)  ADJUSTED  
 GS0655  ___________________________________________________________________
 GS0655  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 GS0655  DYNAMIC HT  -        1039.640 (meters)    3410.89  (feet)  COMP
 GS0655  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 GS0655
 GS0655  VERT ORDER  -  FIRST     CLASS I
 GS0655
 GS0655.The horizontal coordinates were scaled from a topographic map and have
 GS0655.an estimated accuracy of +/- 6 seconds.
 GS0655
 GS0655.The orthometric height was determined by differential leveling
 GS0655.and adjusted by the National Geodetic Survey in May 2004..
 GS0655
 GS0655.The geoid height was determined by GEOID03.
 GS0655
 GS0655.The dynamic height is computed by dividing the NAVD 88
 GS0655.geopotential number by the normal gravity value computed on the
 GS0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0655.degrees latitude (g = 980.6199 gals.).
 GS0655
 GS0655.The modeled gravity was interpolated from observed gravity values.
 GS0655
 GS0655;                    North         East    Units  Estimated Accuracy
 GS0655;SPC NV C     - 6,227,910.      512,720.      MT  (+/- 180 meters Scaled)
 GS0655
 GS0655                          SUPERSEDED SURVEY CONTROL
 GS0655
 GS0655  NAVD 88 (??/??/92) 1040.786  (m)         3414.65   (f) UNKNOWN     3 0
 GS0655  NGVD 29 (05/01/91) 1039.858  (m)         3411.60   (f) ADJUSTED    1 1
 GS0655
 GS0655.Superseded values are not recommended for survey control.
 GS0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0655.See file dsdata.txt to determine how the superseded data were derived.
 GS0655
 GS0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA424732(NAD 83)
 GS0655_MARKER: DB = BENCH MARK DISK
 GS0655_SETTING: 66 = SET IN ROCK OUTCROP
 GS0655_SP_SET: BEDROCK
 GS0655_STAMPING: 17 TJS 1983
 GS0655_MARK LOGO: USGS  
 GS0655_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0655+STABILITY: POSITION/ELEVATION WELL
 GS0655
 GS0655  HISTORY     - Date     Condition        Report By
 GS0655  HISTORY     - 1983     MONUMENTED       USGS
 GS0655  HISTORY     - 1986     GOOD             USGS
 GS0655  HISTORY     - 1988     GOOD             USGS
 GS0655  HISTORY     - 19910204 GOOD             USGS
 GS0655  HISTORY     - 19921216 GOOD             USGS
 GS0655  HISTORY     - 19941227 GOOD             USGS
 GS0655
 GS0655                          STATION DESCRIPTION
 GS0655
 GS0655'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0655'37.8 KM (23.50 MI) ESE FROM BEATTY.
 GS0655'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0655'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0655'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0655'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0655'NORTHEASTERLY 1.7 MILES, 168 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GS0655'ROAD, 5 FEET SOUTH OF A ROCK CAIRN.
 GS0655
 GS0655                          STATION RECOVERY (1986)
 GS0655
 GS0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0655'RECOVERED IN GOOD CONDITION.
 GS0655
 GS0655                          STATION RECOVERY (1988)
 GS0655
 GS0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0655'RECOVERED IN GOOD CONDITION.
 GS0655
 GS0655                          STATION RECOVERY (1991)
 GS0655
 GS0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0655'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0655'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0655'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0655'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0655'NORTHEASTERLY 1.7 MILES, 168 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GS0655'ROAD, 5 FEET SOUTH OF A ROCK CAIRN.
 GS0655
 GS0655                          STATION RECOVERY (1992)
 GS0655
 GS0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0655'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0655'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0655'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0655'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0655'BEND IN THE ROAD, PROCEED NORTHEASTERLY 1.7 MILES (2.7 KM), 168 FEET
 GS0655'(51.2 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 5 FEET (1.5 M)
 GS0655'SOUTH OF A ROCK CAIRN.
 GS0655
 GS0655                          STATION RECOVERY (1994)
 GS0655
 GS0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0655'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0500 ***********************************************************************
 JP0500  DESIGNATION -  170 DOR
 JP0500  PID         -  JP0500
 JP0500  STATE/COUNTY-  NV/LINCOLN
 JP0500  USGS QUAD   -  MILLER WASH (1972)
 JP0500
 JP0500                         *CURRENT SURVEY CONTROL
 JP0500  ___________________________________________________________________
 JP0500* NAD 83(1986)-  38 36 05.     (N)    114 07 03.     (W)     SCALED    
 JP0500* NAVD 88     -      1718.993  (meters)    5639.73   (feet)  POSTED    
 JP0500  ___________________________________________________________________
 JP0500  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 JP0500  DYNAMIC HT  -        1717.150 (meters)    5633.68  (feet)  COMP
 JP0500  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 JP0500
 JP0500  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0500
 JP0500.The horizontal coordinates were scaled from a topographic map and have
 JP0500.an estimated accuracy of +/- 6 seconds.
 JP0500
 JP0500.The orthometric height was determined by differential leveling
 JP0500.and adjusted by the National Geodetic Survey in 1992..
 JP0500.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0500.rate of 0.0 thru 1.0 mm/km.
 JP0500
 JP0500.The geoid height was determined by GEOID03.
 JP0500
 JP0500.The dynamic height is computed by dividing the NAVD 88
 JP0500.geopotential number by the normal gravity value computed on the
 JP0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0500.degrees latitude (g = 980.6199 gals.).
 JP0500
 JP0500.The modeled gravity was interpolated from observed gravity values.
 JP0500
 JP0500;                    North         East    Units  Estimated Accuracy
 JP0500;SPC NV E     - 8,428,370.      327,680.      MT  (+/- 180 meters Scaled)
 JP0500
 JP0500                          SUPERSEDED SURVEY CONTROL
 JP0500
 JP0500.No superseded survey control is available for this station.
 JP0500
 JP0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC510764(NAD 83)
 JP0500_MARKER: DB = BENCH MARK DISK
 JP0500_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0500_SP_SET: COPPER-CLAD STEEL ROD
 JP0500_STAMPING: 170 DOR 1971 5636
 JP0500_MARK LOGO: USGS  
 JP0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0500
 JP0500  HISTORY     - Date     Condition        Report By
 JP0500  HISTORY     - 1971     MONUMENTED       USGS
 JP0500
 JP0500                          STATION DESCRIPTION
 JP0500
 JP0500'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0500'98.0 KM (60.90 MI) NORTH FROM MODENA.
 JP0500'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0500'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 7.0
 JP0500'MILES SOUTH ALONG THE MODENA ROAD TO A SLIGHT CURVE IN THE ROAD, 38
 JP0500'FEET NORTHWEST OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN
 JP0500'UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0500'THE MARK IS 2 FT  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0501 ***********************************************************************
 JP0501  DESIGNATION -  171 DOR
 JP0501  PID         -  JP0501
 JP0501  STATE/COUNTY-  NV/LINCOLN
 JP0501  USGS QUAD   -  MILLER WASH (1972)
 JP0501
 JP0501                         *CURRENT SURVEY CONTROL
 JP0501  ___________________________________________________________________
 JP0501* NAD 83(1986)-  38 36 55.     (N)    114 06 59.     (W)     SCALED    
 JP0501* NAVD 88     -      1712.606  (meters)    5618.77   (feet)  POSTED    
 JP0501  ___________________________________________________________________
 JP0501  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 JP0501  DYNAMIC HT  -        1710.770 (meters)    5612.75  (feet)  COMP
 JP0501  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 JP0501
 JP0501  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0501
 JP0501.The horizontal coordinates were scaled from a topographic map and have
 JP0501.an estimated accuracy of +/- 6 seconds.
 JP0501
 JP0501.The orthometric height was determined by differential leveling
 JP0501.and adjusted by the National Geodetic Survey in 1992..
 JP0501.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0501.rate of 0.0 thru 1.0 mm/km.
 JP0501
 JP0501.The geoid height was determined by GEOID03.
 JP0501
 JP0501.The dynamic height is computed by dividing the NAVD 88
 JP0501.geopotential number by the normal gravity value computed on the
 JP0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0501.degrees latitude (g = 980.6199 gals.).
 JP0501
 JP0501.The modeled gravity was interpolated from observed gravity values.
 JP0501
 JP0501;                    North         East    Units  Estimated Accuracy
 JP0501;SPC NV E     - 8,429,920.      327,750.      MT  (+/- 180 meters Scaled)
 JP0501
 JP0501                          SUPERSEDED SURVEY CONTROL
 JP0501
 JP0501.No superseded survey control is available for this station.
 JP0501
 JP0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC510780(NAD 83)
 JP0501_MARKER: DB = BENCH MARK DISK
 JP0501_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0501_SP_SET: COPPER-CLAD STEEL ROD
 JP0501_STAMPING: 171 DOR 1971 5615
 JP0501_MARK LOGO: USGS  
 JP0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0501
 JP0501  HISTORY     - Date     Condition        Report By
 JP0501  HISTORY     - 1971     MONUMENTED       USGS
 JP0501
 JP0501                          STATION DESCRIPTION
 JP0501
 JP0501'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0501'99.5 KM (61.80 MI) NORTH FROM MODENA.
 JP0501'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0501'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 6.4
 JP0501'MILES SOUTH ALONG THE MODENA ROAD TO A DRY WASH CROSSING, 150 FEET
 JP0501'NORTH OF A Y-ROAD JUNCTION, 68 FEET WEST OF THE DRY WASH, 42 FEET
 JP0501'NORTHEAST OF THE ROAD, 20 FEET WEST OF THE DIM Y-ROAD.  A COPPER-CLAD
 JP0501'STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3
 JP0501'INCHES.
 JP0501'THE MARK IS 2 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0019 ***********************************************************************
 FS0019  DESIGNATION -  1712
 FS0019  PID         -  FS0019
 FS0019  STATE/COUNTY-  NV/CLARK
 FS0019  USGS QUAD   -  BOULDER CITY NW (1983)
 FS0019
 FS0019                         *CURRENT SURVEY CONTROL
 FS0019  ___________________________________________________________________
 FS0019* NAD 83(1986)-  35 53 43.     (N)    114 55 54.     (W)     SCALED    
 FS0019* NAVD 88     -       521.888  (meters)    1712.23   (feet)  POSTED    
 FS0019  ___________________________________________________________________
 FS0019  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FS0019  DYNAMIC HT  -         521.350 (meters)    1710.46  (feet)  COMP
 FS0019  MODELED GRAV-     979,580.3   (mgal)                       NAVD 88
 FS0019
 FS0019  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FS0019
 FS0019.The horizontal coordinates were scaled from a topographic map and have
 FS0019.an estimated accuracy of +/- 6 seconds.
 FS0019
 FS0019.The orthometric height was determined by differential leveling
 FS0019.and adjusted by the National Geodetic Survey in 1992..
 FS0019.No vertical observational check was made to the station.
 FS0019.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FS0019.was located on a no-check spur therefore a value was not computed.
 FS0019
 FS0019.The geoid height was determined by GEOID03.
 FS0019
 FS0019.The dynamic height is computed by dividing the NAVD 88
 FS0019.geopotential number by the normal gravity value computed on the
 FS0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0019.degrees latitude (g = 980.6199 gals.).
 FS0019
 FS0019.The modeled gravity was interpolated from observed gravity values.
 FS0019
 FS0019;                    North         East    Units  Estimated Accuracy
 FS0019;SPC NV E     - 8,127,250.      258,830.      MT  (+/- 180 meters Scaled)
 FS0019
 FS0019                          SUPERSEDED SURVEY CONTROL
 FS0019
 FS0019  NGVD 29 (??/??/92)  521.185  (m)         1709.92   (f) ADJ UNCH    1 1
 FS0019
 FS0019.Superseded values are not recommended for survey control.
 FS0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0019.See file dsdata.txt to determine how the superseded data were derived.
 FS0019
 FS0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV866743(NAD 83)
 FS0019_MARKER: DD = SURVEY DISK
 FS0019_SETTING: 80 = SET IN A BOULDER
 FS0019_SP_SET: BOULDER
 FS0019_STAMPING: 1712 B 1909 5
 FS0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0019+STABILITY: SURFACE MOTION
 FS0019
 FS0019  HISTORY     - Date     Condition        Report By
 FS0019  HISTORY     - 1909     MONUMENTED       USGS
 FS0019  HISTORY     - 1949     GOOD             NGS
 FS0019  HISTORY     - 1963     GOOD             NGS
 FS0019
 FS0019                          STATION DESCRIPTION
 FS0019
 FS0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0019'5.7 MI S FROM ALUNITE.
 FS0019'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE JUNCTION OF U.S.
 FS0019'HIGHWAY 93 AT ALUNITE, THENCE 3.8 MILES SOUTH ALONG OLD STATE
 FS0019'HIGHWAY 5, THENCE 0.2 MILE SOUTHWEST ALONG A TELEPHONE LINE, IN
 FS0019'THE TOP OF A SMALL BOULDER PROJECTING 0.8 FOOT ABOVE THE GROUND,
 FS0019'158 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, 90 FEET SOUTH
 FS0019'OF A TELEPHONE POLE, 65 FEET NORTHEAST OF THE CENTER LINE OF A
 FS0019'NORTHWEST-SOUTHEAST TRACK ROAD, 47 FEET NORTHWEST OF THE
 FS0019'NORTHWEST CORNER OF A WIRE FENCE AROUND AN OLD WELL, AND 2.9
 FS0019'FEET SOUTH OF A WITNESS POST.
 FS0019
 FS0019                          STATION RECOVERY (1963)
 FS0019
 FS0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0502 ***********************************************************************
 JP0502  DESIGNATION -  172 DOR
 JP0502  PID         -  JP0502
 JP0502  STATE/COUNTY-  NV/LINCOLN
 JP0502  USGS QUAD   -  BIG SPRINGS (1972)
 JP0502
 JP0502                         *CURRENT SURVEY CONTROL
 JP0502  ___________________________________________________________________
 JP0502* NAD 83(1986)-  38 37 42.     (N)    114 07 40.     (W)     SCALED    
 JP0502* NAVD 88     -      1727.831  (meters)    5668.73   (feet)  POSTED    
 JP0502  ___________________________________________________________________
 JP0502  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 JP0502  DYNAMIC HT  -        1725.980 (meters)    5662.65  (feet)  COMP
 JP0502  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 JP0502
 JP0502  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0502
 JP0502.The horizontal coordinates were scaled from a topographic map and have
 JP0502.an estimated accuracy of +/- 6 seconds.
 JP0502
 JP0502.The orthometric height was determined by differential leveling
 JP0502.and adjusted by the National Geodetic Survey in 1992..
 JP0502.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0502.rate of 0.0 thru 1.0 mm/km.
 JP0502
 JP0502.The geoid height was determined by GEOID03.
 JP0502
 JP0502.The dynamic height is computed by dividing the NAVD 88
 JP0502.geopotential number by the normal gravity value computed on the
 JP0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0502.degrees latitude (g = 980.6199 gals.).
 JP0502
 JP0502.The modeled gravity was interpolated from observed gravity values.
 JP0502
 JP0502;                    North         East    Units  Estimated Accuracy
 JP0502;SPC NV E     - 8,431,350.      326,740.      MT  (+/- 180 meters Scaled)
 JP0502
 JP0502                          SUPERSEDED SURVEY CONTROL
 JP0502
 JP0502.No superseded survey control is available for this station.
 JP0502
 JP0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC500794(NAD 83)
 JP0502_MARKER: DB = BENCH MARK DISK
 JP0502_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0502_SP_SET: COPPER-CLAD STEEL ROD
 JP0502_STAMPING: 172 DOR 1971 5665
 JP0502_MARK LOGO: USGS  
 JP0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0502
 JP0502  HISTORY     - Date     Condition        Report By
 JP0502  HISTORY     - 1971     MONUMENTED       USGS
 JP0502
 JP0502                          STATION DESCRIPTION
 JP0502
 JP0502'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0502'101.2 KM (62.9 MI) NORTH FROM MODENA.
 JP0502'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0502'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 5.3
 JP0502'MILES SOUTH ALONG THE MODENA ROAD, 52 FEET SOUTHWEST OF THE ROAD.  A
 JP0502'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JP0502'PROJECTING 3 INCHES.
 JP0502'THE MARK IS 2 FT  NE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0503 ***********************************************************************
 JP0503  DESIGNATION -  173 DOR
 JP0503  PID         -  JP0503
 JP0503  STATE/COUNTY-  NV/LINCOLN
 JP0503  USGS QUAD   -  BIG SPRINGS (1972)
 JP0503
 JP0503                         *CURRENT SURVEY CONTROL
 JP0503  ___________________________________________________________________
 JP0503* NAD 83(1986)-  38 38 30.     (N)    114 08 16.     (W)     SCALED    
 JP0503* NAVD 88     -      1757.761  (meters)    5766.92   (feet)  POSTED    
 JP0503  ___________________________________________________________________
 JP0503  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 JP0503  DYNAMIC HT  -        1755.870 (meters)    5760.72  (feet)  COMP
 JP0503  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 JP0503
 JP0503  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0503
 JP0503.The horizontal coordinates were scaled from a topographic map and have
 JP0503.an estimated accuracy of +/- 6 seconds.
 JP0503
 JP0503.The orthometric height was determined by differential leveling
 JP0503.and adjusted by the National Geodetic Survey in 1992..
 JP0503.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0503.rate of 0.0 thru 1.0 mm/km.
 JP0503
 JP0503.The geoid height was determined by GEOID03.
 JP0503
 JP0503.The dynamic height is computed by dividing the NAVD 88
 JP0503.geopotential number by the normal gravity value computed on the
 JP0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0503.degrees latitude (g = 980.6199 gals.).
 JP0503
 JP0503.The modeled gravity was interpolated from observed gravity values.
 JP0503
 JP0503;                    North         East    Units  Estimated Accuracy
 JP0503;SPC NV E     - 8,432,820.      325,840.      MT  (+/- 180 meters Scaled)
 JP0503
 JP0503                          SUPERSEDED SURVEY CONTROL
 JP0503
 JP0503.No superseded survey control is available for this station.
 JP0503
 JP0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC491809(NAD 83)
 JP0503_MARKER: DB = BENCH MARK DISK
 JP0503_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0503_SP_SET: COPPER-CLAD STEEL ROD
 JP0503_STAMPING: 173 DOR 1971 5763
 JP0503_MARK LOGO: USGS  
 JP0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0503
 JP0503  HISTORY     - Date     Condition        Report By
 JP0503  HISTORY     - 1971     MONUMENTED       USGS
 JP0503
 JP0503                          STATION DESCRIPTION
 JP0503
 JP0503'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0503'103.0 KM (64.0 MI) NORTH FROM MODENA.
 JP0503'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0503'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 4.2
 JP0503'MILES SOUTH ALONG THE MODENA ROAD, 200 FEET SOUTH OF A Y-ROAD, 50
 JP0503'FEET WEST OF THE ROAD, 48 FEET SOUTHEAST OF THE Y-ROAD.  A
 JP0503'COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE
 JP0503'PROJECTING 3 INCHES.
 JP0503'THE MARK IS 2 FT  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0504 ***********************************************************************
 JP0504  DESIGNATION -  174 DOR
 JP0504  PID         -  JP0504
 JP0504  STATE/COUNTY-  NV/LINCOLN
 JP0504  USGS QUAD   -  TWEEDY WASH (1972)
 JP0504
 JP0504                         *CURRENT SURVEY CONTROL
 JP0504  ___________________________________________________________________
 JP0504* NAD 83(1986)-  38 40 04.     (N)    114 07 09.     (W)     SCALED    
 JP0504* NAVD 88     -      1726.694  (meters)    5665.00   (feet)  POSTED    
 JP0504  ___________________________________________________________________
 JP0504  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 JP0504  DYNAMIC HT  -        1724.860 (meters)    5658.98  (feet)  COMP
 JP0504  MODELED GRAV-     979,502.7   (mgal)                       NAVD 88
 JP0504
 JP0504  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0504
 JP0504.The horizontal coordinates were scaled from a topographic map and have
 JP0504.an estimated accuracy of +/- 6 seconds.
 JP0504
 JP0504.The orthometric height was determined by differential leveling
 JP0504.and adjusted by the National Geodetic Survey in 1992..
 JP0504.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0504.rate of 0.0 thru 1.0 mm/km.
 JP0504
 JP0504.The geoid height was determined by GEOID03.
 JP0504
 JP0504.The dynamic height is computed by dividing the NAVD 88
 JP0504.geopotential number by the normal gravity value computed on the
 JP0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0504.degrees latitude (g = 980.6199 gals.).
 JP0504
 JP0504.The modeled gravity was interpolated from observed gravity values.
 JP0504
 JP0504;                    North         East    Units  Estimated Accuracy
 JP0504;SPC NV E     - 8,435,740.      327,420.      MT  (+/- 180 meters Scaled)
 JP0504
 JP0504                          SUPERSEDED SURVEY CONTROL
 JP0504
 JP0504.No superseded survey control is available for this station.
 JP0504
 JP0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC506838(NAD 83)
 JP0504_MARKER: DB = BENCH MARK DISK
 JP0504_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0504_SP_SET: COPPER-CLAD STEEL ROD
 JP0504_STAMPING: 174 DOR 1971 5661
 JP0504_MARK LOGO: USGS  
 JP0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0504
 JP0504  HISTORY     - Date     Condition        Report By
 JP0504  HISTORY     - 1971     MONUMENTED       USGS
 JP0504
 JP0504                          STATION DESCRIPTION
 JP0504
 JP0504'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0504'106.5 KM (66.2 MI) NORTH FROM MODENA.
 JP0504'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0504'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 2.05
 JP0504'MILES SOUTH ALONG THE MODENA ROAD, 50 FEET NORTHEAST OF REFERENCE
 JP0504'MARK 5661.8, 37 FEET SOUTHEAST OF THE ROAD.  A COPPER-CLAD STEEL ROD
 JP0504'DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0504'THE MARK IS 2 FT  NW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0507 ***********************************************************************
 JP0507  DESIGNATION -  175 DOR
 JP0507  PID         -  JP0507
 JP0507  STATE/COUNTY-  NV/WHITE PINE
 JP0507  USGS QUAD   -  BIG SPRINGS (1972)
 JP0507
 JP0507                         *CURRENT SURVEY CONTROL
 JP0507  ___________________________________________________________________
 JP0507* NAD 83(1986)-  38 41 37.     (N)    114 07 58.     (W)     SCALED    
 JP0507* NAVD 88     -      1715.748  (meters)    5629.08   (feet)  POSTED    
 JP0507  ___________________________________________________________________
 JP0507  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 JP0507  DYNAMIC HT  -        1713.920 (meters)    5623.09  (feet)  COMP
 JP0507  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 JP0507
 JP0507  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0507
 JP0507.The horizontal coordinates were scaled from a topographic map and have
 JP0507.an estimated accuracy of +/- 6 seconds.
 JP0507
 JP0507.The orthometric height was determined by differential leveling
 JP0507.and adjusted by the National Geodetic Survey in 1992..
 JP0507.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0507.rate of 0.0 thru 1.0 mm/km.
 JP0507
 JP0507.The geoid height was determined by GEOID03.
 JP0507
 JP0507.The dynamic height is computed by dividing the NAVD 88
 JP0507.geopotential number by the normal gravity value computed on the
 JP0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0507.degrees latitude (g = 980.6199 gals.).
 JP0507
 JP0507.The modeled gravity was interpolated from observed gravity values.
 JP0507
 JP0507;                    North         East    Units  Estimated Accuracy
 JP0507;SPC NV E     - 8,438,590.      326,190.      MT  (+/- 180 meters Scaled)
 JP0507
 JP0507                          SUPERSEDED SURVEY CONTROL
 JP0507
 JP0507.No superseded survey control is available for this station.
 JP0507
 JP0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC493866(NAD 83)
 JP0507_MARKER: DB = BENCH MARK DISK
 JP0507_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0507_SP_SET: COPPER-CLAD STEEL ROD
 JP0507_STAMPING: 175 DOR 1971
 JP0507_MARK LOGO: USGS  
 JP0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0507
 JP0507  HISTORY     - Date     Condition        Report By
 JP0507  HISTORY     - 1971     MONUMENTED       USGS
 JP0507
 JP0507                          STATION DESCRIPTION
 JP0507
 JP0507'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0507'109.8 KM (68.2 MI) NORTH FROM MODENA.
 JP0507'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0507'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 0.2
 JP0507'MILES SOUTH ALONG THE MODENA ROAD, 150 FEET NORTHEAST OF A Y-ROAD, 25
 JP0507'FEET EAST OF THE ROAD.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN
 JP0507'DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0507'THE MARK IS 2 FT  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0509 ***********************************************************************
 JP0509  DESIGNATION -  176 DOR
 JP0509  PID         -  JP0509
 JP0509  STATE/COUNTY-  NV/LINCOLN
 JP0509  USGS QUAD   -  TWEEDY WASH (1972)
 JP0509
 JP0509                         *CURRENT SURVEY CONTROL
 JP0509  ___________________________________________________________________
 JP0509* NAD 83(1986)-  38 42 21.     (N)    114 05 54.     (W)     SCALED    
 JP0509* NAVD 88     -      1682.361  (meters)    5519.55   (feet)  POSTED    
 JP0509  ___________________________________________________________________
 JP0509  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 JP0509  DYNAMIC HT  -        1680.580 (meters)    5513.70  (feet)  COMP
 JP0509  MODELED GRAV-     979,510.3   (mgal)                       NAVD 88
 JP0509
 JP0509  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0509
 JP0509.The horizontal coordinates were scaled from a topographic map and have
 JP0509.an estimated accuracy of +/- 6 seconds.
 JP0509
 JP0509.The orthometric height was determined by differential leveling
 JP0509.and adjusted by the National Geodetic Survey in 1992..
 JP0509.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0509.rate of 0.0 thru 1.0 mm/km.
 JP0509
 JP0509.The geoid height was determined by GEOID03.
 JP0509
 JP0509.The dynamic height is computed by dividing the NAVD 88
 JP0509.geopotential number by the normal gravity value computed on the
 JP0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0509.degrees latitude (g = 980.6199 gals.).
 JP0509
 JP0509.The modeled gravity was interpolated from observed gravity values.
 JP0509
 JP0509;                    North         East    Units  Estimated Accuracy
 JP0509;SPC NV E     - 8,439,990.      329,160.      MT  (+/- 180 meters Scaled)
 JP0509
 JP0509                          SUPERSEDED SURVEY CONTROL
 JP0509
 JP0509.No superseded survey control is available for this station.
 JP0509
 JP0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC523881(NAD 83)
 JP0509_MARKER: DB = BENCH MARK DISK
 JP0509_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0509_SP_SET: COPPER-CLAD STEEL ROD
 JP0509_STAMPING: 176 DOR 1971 5516
 JP0509_MARK LOGO: USGS  
 JP0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0509
 JP0509  HISTORY     - Date     Condition        Report By
 JP0509  HISTORY     - 1971     MONUMENTED       USGS
 JP0509
 JP0509                          STATION DESCRIPTION
 JP0509
 JP0509'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0509'31.9 KM (19.80 MI) SSW FROM GARRISON.
 JP0509'AT BIG SPRINGS RANCH, NEVADA, FROM THE T-ROAD ENTERING THE RANCH,
 JP0509'PROCEED 2.1 MILES EAST ALONG THE OLD ROAD LEADING TO GARRISON, 88
 JP0509'FEET SOUTHWEST OF BM 5516.037 USGS, 88 FEET SOUTH OF THE ROAD, 20
 JP0509'FEET NORTHEAST OF A POWER POLE.  A COPPER-CLAD STEEL ROD DRIVEN TO AN
 JP0509'UNKNOWN DEPTH ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0509'THE MARK IS 2 FT  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0511 ***********************************************************************
 JP0511  DESIGNATION -  177 DOR
 JP0511  PID         -  JP0511
 JP0511  STATE/COUNTY-  NV/LINCOLN
 JP0511  USGS QUAD   -  TWEEDY WASH (1972)
 JP0511
 JP0511                         *CURRENT SURVEY CONTROL
 JP0511  ___________________________________________________________________
 JP0511* NAD 83(1986)-  38 42 52.     (N)    114 03 44.     (W)     SCALED    
 JP0511* NAVD 88     -      1675.683  (meters)    5497.64   (feet)  POSTED    
 JP0511  ___________________________________________________________________
 JP0511  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 JP0511  DYNAMIC HT  -        1673.930 (meters)    5491.89  (feet)  COMP
 JP0511  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 JP0511
 JP0511  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0511
 JP0511.The horizontal coordinates were scaled from a topographic map and have
 JP0511.an estimated accuracy of +/- 6 seconds.
 JP0511
 JP0511.The orthometric height was determined by differential leveling
 JP0511.and adjusted by the National Geodetic Survey in 1992..
 JP0511.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0511.rate of 0.0 thru 1.0 mm/km.
 JP0511
 JP0511.The geoid height was determined by GEOID03.
 JP0511
 JP0511.The dynamic height is computed by dividing the NAVD 88
 JP0511.geopotential number by the normal gravity value computed on the
 JP0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0511.degrees latitude (g = 980.6199 gals.).
 JP0511
 JP0511.The modeled gravity was interpolated from observed gravity values.
 JP0511
 JP0511;                    North         East    Units  Estimated Accuracy
 JP0511;SPC NV E     - 8,441,000.      332,290.      MT  (+/- 180 meters Scaled)
 JP0511
 JP0511                          SUPERSEDED SURVEY CONTROL
 JP0511
 JP0511.No superseded survey control is available for this station.
 JP0511
 JP0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC554891(NAD 83)
 JP0511_MARKER: DB = BENCH MARK DISK
 JP0511_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0511_SP_SET: COPPER-CLAD STEEL ROD
 JP0511_STAMPING: 177 DOR 1971 5494
 JP0511_MARK LOGO: USGS  
 JP0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0511
 JP0511  HISTORY     - Date     Condition        Report By
 JP0511  HISTORY     - 1971     MONUMENTED       USGS
 JP0511
 JP0511                          STATION DESCRIPTION
 JP0511
 JP0511'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0511'28.5 KM (17.70 MI) SSE FROM GARRISON.
 JP0511'AT BIG SPRINGS RANCH, NEVADA, FROM THE T-ROAD ENTERING THE RANCH,
 JP0511'PROCEED 4.2 MILES EAST ALONG THE OLD ROAD LEADING TO GARRISON, 27
 JP0511'FEET NORTH OF THE ROAD, 27 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH
 JP0511'OF A FENCE.  A COPPER-CLAD STEEL ROD DRIVEN TO AN UNKNOWN DEPTH
 JP0511'ENCASED IN A PIPE PROJECTING 3 INCHES.
 JP0511'THE MARK IS 1 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0233 ***********************************************************************
 JR0233  DESIGNATION -  18
 JR0233  PID         -  JR0233
 JR0233  STATE/COUNTY-  NV/MINERAL
 JR0233  USGS QUAD   -  BASALT (1982)
 JR0233
 JR0233                         *CURRENT SURVEY CONTROL
 JR0233  ___________________________________________________________________
 JR0233* NAD 83(1986)-  38 04 07.     (N)    118 17 00.     (W)     SCALED    
 JR0233* NAVD 88     -      1789.639  (meters)    5871.51   (feet)  ADJUSTED  
 JR0233  ___________________________________________________________________
 JR0233  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 JR0233  DYNAMIC HT  -        1787.632 (meters)    5864.92  (feet)  COMP
 JR0233  MODELED GRAV-     979,444.4   (mgal)                       NAVD 88
 JR0233
 JR0233  VERT ORDER  -  FIRST     CLASS II
 JR0233
 JR0233.The horizontal coordinates were scaled from a topographic map and have
 JR0233.an estimated accuracy of +/- 6 seconds.
 JR0233
 JR0233.The orthometric height was determined by differential leveling
 JR0233.and adjusted by the National Geodetic Survey in June 1991..
 JR0233
 JR0233.The geoid height was determined by GEOID03.
 JR0233
 JR0233.The dynamic height is computed by dividing the NAVD 88
 JR0233.geopotential number by the normal gravity value computed on the
 JR0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0233.degrees latitude (g = 980.6199 gals.).
 JR0233
 JR0233.The modeled gravity was interpolated from observed gravity values.
 JR0233
 JR0233;                    North         East    Units  Estimated Accuracy
 JR0233;SPC NV W     - 4,368,260.      826,320.      MT  (+/- 180 meters Scaled)
 JR0233
 JR0233                          SUPERSEDED SURVEY CONTROL
 JR0233
 JR0233  NGVD 29 (??/??/92) 1788.374  (m)         5867.36   (f) ADJ UNCH    1 2
 JR0233
 JR0233.Superseded values are not recommended for survey control.
 JR0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0233.See file dsdata.txt to determine how the superseded data were derived.
 JR0233
 JR0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC874142(NAD 83)
 JR0233_MARKER: DD = SURVEY DISK
 JR0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0233_STAMPING: 18 S 662-1 M1-10
 JR0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0233+STABILITY: SURFACE MOTION
 JR0233
 JR0233  HISTORY     - Date     Condition        Report By
 JR0233  HISTORY     - UNK      MONUMENTED       NVDH
 JR0233  HISTORY     - 1955     GOOD             NGS
 JR0233  HISTORY     - 1986     MARK NOT FOUND   NGS
 JR0233
 JR0233                          STATION DESCRIPTION
 JR0233
 JR0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0233'4.7 MI N FROM BASALT.
 JR0233'4.7 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0233'HIGHWAY 6 AT BASALT, ON TOP OF A SMALL RIDGE COVERED WITH LARGE
 JR0233'BOULDERS, 69.7 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JR0233'6.3 FEET NORTHEAST OF A 2-INCH BLACK-AND-WHITE PAINTED IRON
 JR0233'PIPE WHICH IS ENCASED IN CONCRETE AND PROJECTS 2.4 FEET ABOVE
 JR0233'THE GROUND, 1.5 FEET NORTHEAST OF A WITNESS POST, ABOUT 3 1/2
 JR0233'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JR0233'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 JR0233
 JR0233                          STATION RECOVERY (1986)
 JR0233
 JR0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0233'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0303 ***********************************************************************
 JQ0303  DESIGNATION -  18
 JQ0303  PID         -  JQ0303
 JQ0303  STATE/COUNTY-  NV/ESMERALDA
 JQ0303  USGS QUAD   -  CROW SPRINGS (1968)
 JQ0303
 JQ0303                         *CURRENT SURVEY CONTROL
 JQ0303  ___________________________________________________________________
 JQ0303* NAD 83(1986)-  38 08 02.     (N)    117 31 55.     (W)     SCALED    
 JQ0303* NAVD 88     -      1458.246  (meters)    4784.26   (feet)  ADJUSTED  
 JQ0303  ___________________________________________________________________
 JQ0303  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 JQ0303  DYNAMIC HT  -        1456.690 (meters)    4779.16  (feet)  COMP
 JQ0303  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 JQ0303
 JQ0303  VERT ORDER  -  FIRST     CLASS II
 JQ0303
 JQ0303.The horizontal coordinates were scaled from a topographic map and have
 JQ0303.an estimated accuracy of +/- 6 seconds.
 JQ0303
 JQ0303.The orthometric height was determined by differential leveling
 JQ0303.and adjusted by the National Geodetic Survey in June 1991..
 JQ0303
 JQ0303.The geoid height was determined by GEOID03.
 JQ0303
 JQ0303.The dynamic height is computed by dividing the NAVD 88
 JQ0303.geopotential number by the normal gravity value computed on the
 JQ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0303.degrees latitude (g = 980.6199 gals.).
 JQ0303
 JQ0303.The modeled gravity was interpolated from observed gravity values.
 JQ0303
 JQ0303;                    North         East    Units  Estimated Accuracy
 JQ0303;SPC NV W     - 4,375,990.      892,170.      MT  (+/- 180 meters Scaled)
 JQ0303
 JQ0303                          SUPERSEDED SURVEY CONTROL
 JQ0303
 JQ0303  NGVD 29 (??/??/92) 1457.146  (m)         4780.65   (f) ADJ UNCH    1 2
 JQ0303
 JQ0303.Superseded values are not recommended for survey control.
 JQ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0303.See file dsdata.txt to determine how the superseded data were derived.
 JQ0303
 JQ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC533208(NAD 83)
 JQ0303_MARKER: DD = SURVEY DISK
 JQ0303_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0303_STAMPING: RSI EX 18
 JQ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0303+STABILITY: SURFACE MOTION
 JQ0303
 JQ0303  HISTORY     - Date     Condition        Report By
 JQ0303  HISTORY     - UNK      MONUMENTED       NVDH
 JQ0303  HISTORY     - 1953     GOOD             NGS
 JQ0303  HISTORY     - 1984     GOOD             NGS
 JQ0303
 JQ0303                          STATION DESCRIPTION
 JQ0303
 JQ0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0303'17.9 MI W FROM TONOPAH.
 JQ0303'17.9 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0303'TONOPAH, AT 24-INCH CORRUGATED METAL PIPE CULVERT D 1017+00, IN THE
 JQ0303'TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL, 20 FEET NORTH OF
 JQ0303'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 JQ0303'HIGHWAY.
 JQ0303
 JQ0303                          STATION RECOVERY (1984)
 JQ0303
 JQ0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0303'RECOVERED IN GOOD CONDITION.  DISK HAS NO PRECAST ORIGIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1250 ***********************************************************************
 KR1250  DESIGNATION -  18 1
 KR1250  PID         -  KR1250
 KR1250  STATE/COUNTY-  NV/WASHOE
 KR1250  USGS QUAD   -  VISTA (1982)
 KR1250
 KR1250                         *CURRENT SURVEY CONTROL
 KR1250  ___________________________________________________________________
 KR1250* NAD 83(1986)-  39 31 33.     (N)    119 42 47.     (W)     SCALED    
 KR1250* NAVD 88     -      1337.939  (meters)    4389.55   (feet)  ADJUSTED  
 KR1250  ___________________________________________________________________
 KR1250  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR1250  DYNAMIC HT  -        1336.744 (meters)    4385.63  (feet)  COMP
 KR1250  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 KR1250
 KR1250  VERT ORDER  -  FIRST     CLASS II
 KR1250
 KR1250.The horizontal coordinates were scaled from a topographic map and have
 KR1250.an estimated accuracy of +/- 6 seconds.
 KR1250
 KR1250.The orthometric height was determined by differential leveling
 KR1250.and adjusted by the National Geodetic Survey in June 1991..
 KR1250
 KR1250.The geoid height was determined by GEOID03.
 KR1250
 KR1250.The dynamic height is computed by dividing the NAVD 88
 KR1250.geopotential number by the normal gravity value computed on the
 KR1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1250.degrees latitude (g = 980.6199 gals.).
 KR1250
 KR1250.The modeled gravity was interpolated from observed gravity values.
 KR1250
 KR1250;                    North         East    Units  Estimated Accuracy
 KR1250;SPC NV W     - 4,530,580.      702,870.      MT  (+/- 180 meters Scaled)
 KR1250
 KR1250                          SUPERSEDED SURVEY CONTROL
 KR1250
 KR1250  NGVD 29 (??/??/92) 1336.882  (m)         4386.09   (f) ADJ UNCH    1 2
 KR1250
 KR1250.Superseded values are not recommended for survey control.
 KR1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1250.See file dsdata.txt to determine how the superseded data were derived.
 KR1250
 KR1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD668786(NAD 83)
 KR1250_MARKER: DD = SURVEY DISK
 KR1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1250_STAMPING: 18-1 4385.980
 KR1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1250+STABILITY: SURFACE MOTION
 KR1250
 KR1250  HISTORY     - Date     Condition        Report By
 KR1250  HISTORY     - UNK      MONUMENTED       CGS
 KR1250  HISTORY     - 1953     GOOD             NGS
 KR1250
 KR1250                          STATION DESCRIPTION
 KR1250
 KR1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR1250'0.9 MI W FROM VISTA.
 KR1250'0.1 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1250'SIDING SIGN AT VISTA, THENCE 0.8 MILE WEST ALONG KLEPPE ROAD, AT THE
 KR1250'CIVIL AIR PATROL AIRPORT, 176.6 FEET EAST OF THE SOUTHEAST CORNER OF
 KR1250'THE MAIN HANGAR, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD, 10 FEET
 KR1250'EAST OF POWER LINE POLE 24545, IN LINE WITH A ROW OF POWER LINE POLES,
 KR1250'1.4 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 KR1250'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1249 ***********************************************************************
 KR1249  DESIGNATION -  18 4385.479
 KR1249  PID         -  KR1249
 KR1249  STATE/COUNTY-  NV/WASHOE
 KR1249  USGS QUAD   -  VISTA (1982)
 KR1249
 KR1249                         *CURRENT SURVEY CONTROL
 KR1249  ___________________________________________________________________
 KR1249* NAD 83(1986)-  39 31 30.     (N)    119 42 30.     (W)     SCALED    
 KR1249* NAVD 88     -      1337.778  (meters)    4389.03   (feet)  ADJUSTED  
 KR1249  ___________________________________________________________________
 KR1249  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR1249  DYNAMIC HT  -        1336.587 (meters)    4385.12  (feet)  COMP
 KR1249  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 KR1249
 KR1249  VERT ORDER  -  FIRST     CLASS II
 KR1249
 KR1249.The horizontal coordinates were scaled from a topographic map and have
 KR1249.an estimated accuracy of +/- 6 seconds.
 KR1249
 KR1249.The orthometric height was determined by differential leveling
 KR1249.and adjusted by the National Geodetic Survey in June 1991..
 KR1249
 KR1249.The geoid height was determined by GEOID03.
 KR1249
 KR1249.The dynamic height is computed by dividing the NAVD 88
 KR1249.geopotential number by the normal gravity value computed on the
 KR1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1249.degrees latitude (g = 980.6199 gals.).
 KR1249
 KR1249.The modeled gravity was interpolated from observed gravity values.
 KR1249
 KR1249;                    North         East    Units  Estimated Accuracy
 KR1249;SPC NV W     - 4,530,480.      703,280.      MT  (+/- 180 meters Scaled)
 KR1249
 KR1249                          SUPERSEDED SURVEY CONTROL
 KR1249
 KR1249  NGVD 29 (??/??/92) 1336.727  (m)         4385.58   (f) ADJ UNCH    1 2
 KR1249
 KR1249.Superseded values are not recommended for survey control.
 KR1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1249.See file dsdata.txt to determine how the superseded data were derived.
 KR1249
 KR1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD672785(NAD 83)
 KR1249_MARKER: DB = BENCH MARK DISK
 KR1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1249_STAMPING: 18 4385.479
 KR1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1249+STABILITY: SURFACE MOTION
 KR1249
 KR1249  HISTORY     - Date     Condition        Report By
 KR1249  HISTORY     - UNK      MONUMENTED       NVGS
 KR1249  HISTORY     - 1971     GOOD             NGS
 KR1249
 KR1249                          STATION DESCRIPTION
 KR1249
 KR1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KR1249'0.6 MI W FROM VISTA.
 KR1249'SERVES FOR AN AZIMUTH MARK FOR TRIANGULATION STATIONS VISTA 2 AND
 KR1249'VISTA NGS.  0.1 MILE SOUTH ALONG A PAVED ROAD FROM INTERSTATE HIGHWAY
 KR1249'80 AT VISTA EXIT, THENCE 0.4 MILE WEST ALONG A ROAD LEADING TO THE
 KR1249'AIRPORT TO THE MARK ON THE LEFT.  25 FEET SOUTH OF THE CENTER LINE OF
 KR1249'THE ROAD AND 1 FOOT NORTH OF A WITNESS POST AND SIGN WHICH IS SET IN
 KR1249'THE SOUTH RIGHT OF WAY FENCE LINE.  SET IN THE TOP OF A 4 INCH
 KR1249'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0744 ***********************************************************************
 GS0744  DESIGNATION -  18 A HN
 GS0744  PID         -  GS0744
 GS0744  STATE/COUNTY-  NV/NYE
 GS0744  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0744
 GS0744                         *CURRENT SURVEY CONTROL
 GS0744  ___________________________________________________________________
 GS0744* NAD 83(1986)-  36 41 51.     (N)    116 11 17.     (W)     SCALED    
 GS0744* NAVD 88     -      1047.844  (meters)    3437.80   (feet)  ADJUSTED  
 GS0744  ___________________________________________________________________
 GS0744  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 GS0744  DYNAMIC HT  -        1046.706 (meters)    3434.07  (feet)  COMP
 GS0744  MODELED GRAV-     979,510.3   (mgal)                       NAVD 88
 GS0744
 GS0744  VERT ORDER  -  FIRST     CLASS I
 GS0744
 GS0744.The horizontal coordinates were scaled from a topographic map and have
 GS0744.an estimated accuracy of +/- 6 seconds.
 GS0744
 GS0744.The orthometric height was determined by differential leveling
 GS0744.and adjusted by the National Geodetic Survey in May 2004..
 GS0744
 GS0744.The geoid height was determined by GEOID03.
 GS0744
 GS0744.The dynamic height is computed by dividing the NAVD 88
 GS0744.geopotential number by the normal gravity value computed on the
 GS0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0744.degrees latitude (g = 980.6199 gals.).
 GS0744
 GS0744.The modeled gravity was interpolated from observed gravity values.
 GS0744
 GS0744;                    North         East    Units  Estimated Accuracy
 GS0744;SPC NV C     - 6,216,170.      542,770.      MT  (+/- 180 meters Scaled)
 GS0744
 GS0744                          SUPERSEDED SURVEY CONTROL
 GS0744
 GS0744  NAVD 88 (??/??/92) 1047.853  (m)         3437.83   (f) UNKNOWN     3 0
 GS0744  NGVD 29 (05/01/91) 1046.963  (m)         3434.91   (f) ADJUSTED    1 1
 GS0744
 GS0744.Superseded values are not recommended for survey control.
 GS0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0744.See file dsdata.txt to determine how the superseded data were derived.
 GS0744
 GS0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA725616(NAD 83)
 GS0744_MARKER: DD = SURVEY DISK
 GS0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0744_SP_SET: CONCRETE POST
 GS0744_STAMPING: H-N BM 18A 1956 3434.97
 GS0744_MARK LOGO: AEC   
 GS0744_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0744+STABILITY: SURFACE MOTION
 GS0744
 GS0744  HISTORY     - Date     Condition        Report By
 GS0744  HISTORY     - 1956     MONUMENTED       AEC
 GS0744  HISTORY     - 1983     GOOD             USGS
 GS0744  HISTORY     - 1986     GOOD             USGS
 GS0744  HISTORY     - 1988     GOOD             USGS
 GS0744  HISTORY     - 19910614 GOOD             USGS
 GS0744  HISTORY     - 19930318 GOOD             USGS
 GS0744  HISTORY     - 19950328 GOOD             USGS
 GS0744
 GS0744                          STATION DESCRIPTION
 GS0744
 GS0744'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0744'20.4 KM (12.70 MI) NW FROM MERCURY.
 GS0744'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0744'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0744'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 12.7 MILES, 200 FEET SOUTH
 GS0744'OF THE ROAD.
 GS0744'THE MARK IS 2 FT  N FROM  A 4 BY 4 POST
 GS0744
 GS0744                          STATION RECOVERY (1986)
 GS0744
 GS0744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0744'RECOVERED IN GOOD CONDITION.
 GS0744
 GS0744                          STATION RECOVERY (1988)
 GS0744
 GS0744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0744'RECOVERED IN GOOD CONDITION.
 GS0744
 GS0744                          STATION RECOVERY (1991)
 GS0744
 GS0744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0744'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0744'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0744'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 12.7 MILES, 200 FEET SOUTH
 GS0744'OF THE ROAD.
 GS0744
 GS0744                          STATION RECOVERY (1993)
 GS0744
 GS0744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0744'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0744'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0744'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 12.7 MILES
 GS0744'(20.4 KM), 200 FEET (61.0 M) SOUTH OF THE ROAD.
 GS0744
 GS0744                          STATION RECOVERY (1995)
 GS0744
 GS0744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0744'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0322 ***********************************************************************
 LS0322  DESIGNATION -  18 B
 LS0322  PID         -  LS0322
 LS0322  STATE/COUNTY-  NV/PERSHING
 LS0322  USGS QUAD   -  GRANITE POINT (1987)
 LS0322
 LS0322                         *CURRENT SURVEY CONTROL
 LS0322  ___________________________________________________________________
 LS0322* NAD 83(1986)-  40 05 07.     (N)    118 30 49.     (W)     SCALED    
 LS0322* NAVD 88     -      1195.268  (meters)    3921.48   (feet)  ADJUSTED  
 LS0322  ___________________________________________________________________
 LS0322  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 LS0322  DYNAMIC HT  -        1194.304 (meters)    3918.31  (feet)  COMP
 LS0322  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 LS0322
 LS0322  VERT ORDER  -  SECOND    CLASS 0
 LS0322
 LS0322.The horizontal coordinates were scaled from a topographic map and have
 LS0322.an estimated accuracy of +/- 6 seconds.
 LS0322
 LS0322.The orthometric height was determined by differential leveling
 LS0322.and adjusted by the National Geodetic Survey in June 1991..
 LS0322
 LS0322.The geoid height was determined by GEOID03.
 LS0322
 LS0322.The dynamic height is computed by dividing the NAVD 88
 LS0322.geopotential number by the normal gravity value computed on the
 LS0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0322.degrees latitude (g = 980.6199 gals.).
 LS0322
 LS0322.The modeled gravity was interpolated from observed gravity values.
 LS0322
 LS0322;                    North         East    Units  Estimated Accuracy
 LS0322;SPC NV W     - 4,592,080.      805,950.      MT  (+/- 180 meters Scaled)
 LS0322
 LS0322                          SUPERSEDED SURVEY CONTROL
 LS0322
 LS0322  NGVD 29 (??/??/92) 1194.341  (m)         3918.43   (f) ADJ UNCH    2 0
 LS0322
 LS0322.Superseded values are not recommended for survey control.
 LS0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0322.See file dsdata.txt to determine how the superseded data were derived.
 LS0322
 LS0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE709383(NAD 83)
 LS0322_MARKER: DD = SURVEY DISK
 LS0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LS0322_SP_SET: BRIDGE
 LS0322_STAMPING: 18 - B
 LS0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LS0322
 LS0322  HISTORY     - Date     Condition        Report By
 LS0322  HISTORY     - UNK      MONUMENTED       BOR
 LS0322  HISTORY     - 1951     GOOD             NGS
 LS0322
 LS0322                          STATION DESCRIPTION
 LS0322
 LS0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0322'7.3 MI SW FROM LOVELOCK.
 LS0322'4.2 MILES SOUTHWEST ALONG THE RAILROAD TRACKS FROM THE SOUTHERN
 LS0322'PACIFIC COMPANY RAILROAD STATION AT LOVELOCK, THENCE 3.1 MILES SOUTH
 LS0322'ALONG LOWER VALLEY ROAD, AT THE INTERSECTION OF THE MAIN ROAD RUNNING
 LS0322'NORTH AND SOUTH, A PAVED ROAD LEADING EAST AND A GRAVEL ROAD LEADING
 LS0322'WEST, SET IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A
 LS0322'CONCRETE BRIDGE ACROSS THE ROAD LEADING EAST, 45 1/2 FEET SOUTHEAST OF
 LS0322'THE CENTER OF THE INTERSECTION, 41 FEET EAST OF THE CENTER LINE OF THE
 LS0322'MAIN ROAD RUNNING NORTH AND SOUTH, 21 FEET SOUTH OF THE CENTER LINE OF
 LS0322'THE ROAD LEADING EAST, 11.3 FEET NORTHEAST OF TELEPHONE POLE PAINTED
 LS0322'WITH THE LETTERS B M, 8.9 FEET EAST-SOUTHEAST OF A 4 BY 4 WHITE GUARD
 LS0322'POST NO. P. E. 10, ABOUT 1/2-FOOT LOWER THAN THE ROAD, A STANDARD
 LS0322'U.S.B.R. BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0624 ***********************************************************************
 MU0624  DESIGNATION -  18 BKC
 MU0624  PID         -  MU0624
 MU0624  STATE/COUNTY-  NV/ELKO
 MU0624  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0624
 MU0624                         *CURRENT SURVEY CONTROL
 MU0624  ___________________________________________________________________
 MU0624* NAD 83(1986)-  41 35 50.     (N)    116 43 33.     (W)     SCALED    
 MU0624* NAVD 88     -      1651.940  (meters)    5419.74   (feet)  POSTED    
 MU0624  ___________________________________________________________________
 MU0624  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 MU0624  DYNAMIC HT  -        1650.700 (meters)    5415.67  (feet)  COMP
 MU0624  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 MU0624
 MU0624  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0624
 MU0624.The horizontal coordinates were scaled from a topographic map and have
 MU0624.an estimated accuracy of +/- 6 seconds.
 MU0624
 MU0624.The orthometric height was determined by differential leveling
 MU0624.and adjusted by the National Geodetic Survey in 1992..
 MU0624.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0624.rate of 0.0 thru 1.0 mm/km.
 MU0624
 MU0624.The geoid height was determined by GEOID03.
 MU0624
 MU0624.The dynamic height is computed by dividing the NAVD 88
 MU0624.geopotential number by the normal gravity value computed on the
 MU0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0624.degrees latitude (g = 980.6199 gals.).
 MU0624
 MU0624.The modeled gravity was interpolated from observed gravity values.
 MU0624
 MU0624;                    North         East    Units  Estimated Accuracy
 MU0624;SPC NV E     - 8,760,600.      104,760.      MT  (+/- 180 meters Scaled)
 MU0624
 MU0624                          SUPERSEDED SURVEY CONTROL
 MU0624
 MU0624.No superseded survey control is available for this station.
 MU0624
 MU0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG228050(NAD 83)
 MU0624_MARKER: DD = SURVEY DISK
 MU0624_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0624_SP_SET: COPPER-CLAD STEEL ROD
 MU0624_STAMPING: 18 BKC 1973 5416
 MU0624_MARK LOGO: USGS  
 MU0624_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0624+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0624
 MU0624  HISTORY     - Date     Condition        Report By
 MU0624  HISTORY     - 1973     MONUMENTED       USGS
 MU0624
 MU0624                          STATION DESCRIPTION
 MU0624
 MU0624'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0624'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0624'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0624'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0624'ALONG ROAD, THENCE 5.0 MILES NORTH-NORTHWEST ALONG ROAD, 7.6 MILES
 MU0624'WEST AND 6.9 MILES NORTHWEST OF WINTERS RANCH -STONE HOUSE-, AT A DIM
 MU0624'T-ROAD WEST TO DRY LAKE, 53 FEET NORTH AND 55 FEET EAST OF THE CENTER
 MU0624'OF THE T-ROAD, 4 FEET SOUTH OF A ROCK MOUND, SET ON A COPPER-COATED
 MU0624'ROD ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0335 ***********************************************************************
 LS0335  DESIGNATION -  18 C
 LS0335  PID         -  LS0335
 LS0335  STATE/COUNTY-  NV/PERSHING
 LS0335  USGS QUAD   -  GRANITE POINT (1987)
 LS0335
 LS0335                         *CURRENT SURVEY CONTROL
 LS0335  ___________________________________________________________________
 LS0335* NAD 83(1986)-  40 05 09.     (N)    118 31 58.     (W)     SCALED    
 LS0335* NAVD 88     -      1193.576  (meters)    3915.92   (feet)  ADJUSTED  
 LS0335  ___________________________________________________________________
 LS0335  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 LS0335  DYNAMIC HT  -        1192.616 (meters)    3912.77  (feet)  COMP
 LS0335  MODELED GRAV-     979,780.9   (mgal)                       NAVD 88
 LS0335
 LS0335  VERT ORDER  -  SECOND    CLASS 0
 LS0335
 LS0335.The horizontal coordinates were scaled from a topographic map and have
 LS0335.an estimated accuracy of +/- 6 seconds.
 LS0335
 LS0335.The orthometric height was determined by differential leveling
 LS0335.and adjusted by the National Geodetic Survey in June 1991..
 LS0335
 LS0335.The geoid height was determined by GEOID03.
 LS0335
 LS0335.The dynamic height is computed by dividing the NAVD 88
 LS0335.geopotential number by the normal gravity value computed on the
 LS0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0335.degrees latitude (g = 980.6199 gals.).
 LS0335
 LS0335.The modeled gravity was interpolated from observed gravity values.
 LS0335
 LS0335;                    North         East    Units  Estimated Accuracy
 LS0335;SPC NV W     - 4,592,140.      804,310.      MT  (+/- 180 meters Scaled)
 LS0335
 LS0335                          SUPERSEDED SURVEY CONTROL
 LS0335
 LS0335  NGVD 29 (??/??/92) 1192.653  (m)         3912.90   (f) ADJ UNCH    2 0
 LS0335
 LS0335.Superseded values are not recommended for survey control.
 LS0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0335.See file dsdata.txt to determine how the superseded data were derived.
 LS0335
 LS0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE693384(NAD 83)
 LS0335_MARKER: Z = SEE DESCRIPTION
 LS0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0335+STABILITY: SURFACE MOTION
 LS0335
 LS0335  HISTORY     - Date     Condition        Report By
 LS0335  HISTORY     - UNK      MONUMENTED       BOR
 LS0335  HISTORY     - 1951     GOOD             NGS
 LS0335  HISTORY     - 1983     MARK NOT FOUND   USGS
 LS0335
 LS0335                          STATION DESCRIPTION
 LS0335
 LS0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0335'8.9 MI SW FROM LOVELOCK.
 LS0335'4.2 MILES SOUTHWEST ALONG THE RAILROAD TRACKS FROM THE SOUTHERN
 LS0335'PACIFIC COMPANY RAILROAD STATION AT LOVELOCK, THENCE 3.1 MILES SOUTH
 LS0335'ALONG LOWER VALLEY ROAD, THENCE 1.6 MILES WEST ALONG A GRAVEL ROAD, AT
 LS0335'A CATTLE GUARD ACROSS THE ROAD AND NEAR LARGE STOCK CORRALS ACROSS
 LS0335'FROM THE ROAD, 0.1 MILE NORTHWEST OF THE LOADING RAMP AT THE STOCK
 LS0335'CORRALS, 1.05 MILES WEST OF BENCH MARK 18 - B, 61.0 FEET NORTH OF THE
 LS0335'CENTER LINE OF THE ROAD AT THE CATTLE GUARD, 23.8 FEET NORTH OF THE
 LS0335'SOUTHWEST CORNER POST OF A FENCE LINE, 1.7 FEET WEST OF A NORTH AND
 LS0335'SOUTH FENCE LINE, 1.4 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT
 LS0335'LOWER THAN THE ROAD, A 1/2-INCH STEEL ROD SET IN THE CENTER OF A
 LS0335'6-INCH CONCRETE POST PROJECTING 0.2 FOOT AND ENCASED WITH TIN PIPING.
 LS0335
 LS0335                          STATION RECOVERY (1983)
 LS0335
 LS0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LS0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0588 ***********************************************************************
 MT0588  DESIGNATION -  18 C
 MT0588  PID         -  MT0588
 MT0588  STATE/COUNTY-  NV/ELKO
 MT0588  USGS QUAD   -  MERRITT MOUNTAIN (1986)
 MT0588
 MT0588                         *CURRENT SURVEY CONTROL
 MT0588  ___________________________________________________________________
 MT0588* NAD 83(1986)-  41 46 38.     (N)    115 47 43.     (W)     SCALED    
 MT0588* NAVD 88     -      2001.699  (meters)    6567.24   (feet)  ADJUSTED  
 MT0588  ___________________________________________________________________
 MT0588  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 MT0588  DYNAMIC HT  -        2000.090 (meters)    6561.96  (feet)  COMP
 MT0588  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 MT0588
 MT0588  VERT ORDER  -  SECOND    CLASS 0
 MT0588
 MT0588.The horizontal coordinates were scaled from a topographic map and have
 MT0588.an estimated accuracy of +/- 6 seconds.
 MT0588
 MT0588.The orthometric height was determined by differential leveling
 MT0588.and adjusted by the National Geodetic Survey in June 1991..
 MT0588
 MT0588.The geoid height was determined by GEOID03.
 MT0588
 MT0588.The dynamic height is computed by dividing the NAVD 88
 MT0588.geopotential number by the normal gravity value computed on the
 MT0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0588.degrees latitude (g = 980.6199 gals.).
 MT0588
 MT0588.The modeled gravity was interpolated from observed gravity values.
 MT0588
 MT0588;                    North         East    Units  Estimated Accuracy
 MT0588;SPC NV E     - 8,779,980.      182,380.      MT  (+/- 180 meters Scaled)
 MT0588
 MT0588                          SUPERSEDED SURVEY CONTROL
 MT0588
 MT0588  NGVD 29 (??/??/92) 2000.432  (m)         6563.08   (f) ADJ UNCH    2 0
 MT0588
 MT0588.Superseded values are not recommended for survey control.
 MT0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0588.See file dsdata.txt to determine how the superseded data were derived.
 MT0588
 MT0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG001257(NAD 83)
 MT0588_MARKER: DD = SURVEY DISK
 MT0588_SETTING: 66 = SET IN ROCK OUTCROP
 MT0588_SP_SET: SET IN ROCK OUTCROP
 MT0588_STAMPING: 18 C 6563 1933
 MT0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0588+STABILITY: POSITION/ELEVATION WELL
 MT0588
 MT0588  HISTORY     - Date     Condition        Report By
 MT0588  HISTORY     - 1933     MONUMENTED       USGS
 MT0588  HISTORY     - 1951     GOOD             NGS
 MT0588
 MT0588                          STATION DESCRIPTION
 MT0588
 MT0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0588'12.7 MI E FROM MOUNTAIN CITY.
 MT0588'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0588'MOUNTAIN CITY, THENCE 11.7 MILES EAST ALONG A GRAVEL ROAD, AT A Y
 MT0588'JUNCTION OF THE ROAD LEADING SOUTH TO ELKO, IN THE TOP OF THE
 MT0588'SOUTHEAST BASE OF A HUGE MASS OF BEDROCK, 108.5 FEET NORTHWEST OF A
 MT0588'DIRECTIONAL SIGN READING MOUNTAIN CITY AND ELKO, 94.0 FEET NORTHWEST
 MT0588'OF THE CENTER OF THE Y JUNCTION, 71.0 FEET SOUTHWEST OF THE CENTER
 MT0588'LINE OF THE ROAD, 6.8 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 MT0588'MASS, ABOUT 6 FEET HIGHER THAN THE ROAD, AND MARKED WITH WHITE PAINTED
 MT0588'LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0415 ***********************************************************************
 HP0415  DESIGNATION -  18 DOR
 HP0415  PID         -  HP0415
 HP0415  STATE/COUNTY-  NV/LINCOLN
 HP0415  USGS QUAD   -  DEADMAN SPRING (1970)
 HP0415
 HP0415                         *CURRENT SURVEY CONTROL
 HP0415  ___________________________________________________________________
 HP0415* NAD 83(1986)-  37 56 09.     (N)    114 58 47.     (W)     SCALED    
 HP0415* NAVD 88     -      1451.598  (meters)    4762.45   (feet)  ADJUSTED  
 HP0415  ___________________________________________________________________
 HP0415  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 HP0415  DYNAMIC HT  -        1450.041 (meters)    4757.34  (feet)  COMP
 HP0415  MODELED GRAV-     979,506.7   (mgal)                       NAVD 88
 HP0415
 HP0415  VERT ORDER  -  SECOND    CLASS 0
 HP0415
 HP0415.The horizontal coordinates were scaled from a topographic map and have
 HP0415.an estimated accuracy of +/- 6 seconds.
 HP0415
 HP0415.The orthometric height was determined by differential leveling
 HP0415.and adjusted by the National Geodetic Survey in June 1991..
 HP0415
 HP0415.The geoid height was determined by GEOID03.
 HP0415
 HP0415.The dynamic height is computed by dividing the NAVD 88
 HP0415.geopotential number by the normal gravity value computed on the
 HP0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0415.degrees latitude (g = 980.6199 gals.).
 HP0415
 HP0415.The modeled gravity was interpolated from observed gravity values.
 HP0415
 HP0415;                    North         East    Units  Estimated Accuracy
 HP0415;SPC NV E     - 8,353,650.      253,060.      MT  (+/- 180 meters Scaled)
 HP0415
 HP0415                          SUPERSEDED SURVEY CONTROL
 HP0415
 HP0415.No superseded survey control is available for this station.
 HP0415
 HP0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC775006(NAD 83)
 HP0415_MARKER: DD = SURVEY DISK
 HP0415_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0415_SP_SET: COPPER-CLAD STEEL ROD
 HP0415_STAMPING: 18 DOR 1968 4759
 HP0415_MARK LOGO: USGS  
 HP0415_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0415+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 HP0415
 HP0415  HISTORY     - Date     Condition        Report By
 HP0415  HISTORY     - 1968     MONUMENTED       USGS
 HP0415  HISTORY     - 20040721 GOOD             NVGS
 HP0415
 HP0415                          STATION DESCRIPTION
 HP0415
 HP0415'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0415'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 30.5 MILES NORTHEAST
 HP0415'ALONG HIGHWAY 38, 115 FEET EAST AND 8 FEET LOWER THAN THE ROAD, 100
 HP0415'FEET EAST OF THE NEW ROAD CENTERLINE, 2 FEET SOUTH OF A WITNESS SIGN,
 HP0415'ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE AND FLUSH WITH GROUND.
 HP0415
 HP0415                          STATION RECOVERY (2004)
 HP0415
 HP0415'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2004 (DRH)
 HP0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0559 ***********************************************************************
 JP0559  DESIGNATION -  18 DOR
 JP0559  PID         -  JP0559
 JP0559  STATE/COUNTY-  NV/LINCOLN
 JP0559  USGS QUAD   -  SIDEHILL SPRING (1971)
 JP0559
 JP0559                         *CURRENT SURVEY CONTROL
 JP0559  ___________________________________________________________________
 JP0559* NAD 83(1986)-  38 28 01.     (N)    114 47 57.     (W)     SCALED    
 JP0559* NAVD 88     -      1846.497  (meters)    6058.05   (feet)  ADJUSTED  
 JP0559  ___________________________________________________________________
 JP0559  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 JP0559  DYNAMIC HT  -        1844.453 (meters)    6051.34  (feet)  COMP
 JP0559  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 JP0559
 JP0559  VERT ORDER  -  SECOND    CLASS 0
 JP0559
 JP0559.The horizontal coordinates were scaled from a topographic map and have
 JP0559.an estimated accuracy of +/- 6 seconds.
 JP0559
 JP0559.The orthometric height was determined by differential leveling
 JP0559.and adjusted by the National Geodetic Survey in August 1995..
 JP0559
 JP0559.The geoid height was determined by GEOID03.
 JP0559
 JP0559.The dynamic height is computed by dividing the NAVD 88
 JP0559.geopotential number by the normal gravity value computed on the
 JP0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0559.degrees latitude (g = 980.6199 gals.).
 JP0559
 JP0559.The modeled gravity was interpolated from observed gravity values.
 JP0559
 JP0559;                    North         East    Units  Estimated Accuracy
 JP0559;SPC NV E     - 8,412,720.      268,430.      MT  (+/- 180 meters Scaled)
 JP0559
 JP0559                          SUPERSEDED SURVEY CONTROL
 JP0559
 JP0559.No superseded survey control is available for this station.
 JP0559
 JP0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC920599(NAD 83)
 JP0559_MARKER: DD = SURVEY DISK
 JP0559_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0559_SP_SET: COPPER-CLAD STEEL ROD
 JP0559_STAMPING: 18 DOR 1971 6054
 JP0559_MARK LOGO: USGS  
 JP0559_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0559
 JP0559  HISTORY     - Date     Condition        Report By
 JP0559  HISTORY     - 1971     MONUMENTED       USGS
 JP0559
 JP0559                          STATION DESCRIPTION
 JP0559
 JP0559'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0559'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0559'HIGHWAY 93 TO A T-ROAD WEST, THENCE 8.5 MILES WEST TO A GATE AND A
 JP0559'ROAD SOUTH, THENCE 8.4 MILES SOUTH, 52 FEET EAST OF THE CENTERLINE OF
 JP0559'THE ROAD, 2 FEET WEST OF A WITNESS POST, A 5/8 INCH COPPER COATED ROD
 JP0559'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0582 ***********************************************************************
 JP0582  DESIGNATION -  18 DOR
 JP0582  PID         -  JP0582
 JP0582  STATE/COUNTY-  NV/WHITE PINE
 JP0582  USGS QUAD   -  WHITE ROCK CREEK (1973)
 JP0582
 JP0582                         *CURRENT SURVEY CONTROL
 JP0582  ___________________________________________________________________
 JP0582* NAD 83(1986)-  38 56 30.     (N)    114 48 40.     (W)     SCALED    
 JP0582* NAVD 88     -      2090.747  (meters)    6859.39   (feet)  ADJUSTED  
 JP0582  ___________________________________________________________________
 JP0582  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 JP0582  DYNAMIC HT  -        2088.403 (meters)    6851.70  (feet)  COMP
 JP0582  MODELED GRAV-     979,431.6   (mgal)                       NAVD 88
 JP0582
 JP0582  VERT ORDER  -  SECOND    CLASS 0
 JP0582
 JP0582.The horizontal coordinates were scaled from a topographic map and have
 JP0582.an estimated accuracy of +/- 6 seconds.
 JP0582
 JP0582.The orthometric height was determined by differential leveling
 JP0582.and adjusted by the National Geodetic Survey in August 1995..
 JP0582
 JP0582.The geoid height was determined by GEOID03.
 JP0582
 JP0582.The dynamic height is computed by dividing the NAVD 88
 JP0582.geopotential number by the normal gravity value computed on the
 JP0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0582.degrees latitude (g = 980.6199 gals.).
 JP0582
 JP0582.The modeled gravity was interpolated from observed gravity values.
 JP0582
 JP0582;                    North         East    Units  Estimated Accuracy
 JP0582;SPC NV E     - 8,465,410.      266,940.      MT  (+/- 180 meters Scaled)
 JP0582
 JP0582                          SUPERSEDED SURVEY CONTROL
 JP0582
 JP0582.No superseded survey control is available for this station.
 JP0582
 JP0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD897125(NAD 83)
 JP0582_MARKER: DD = SURVEY DISK
 JP0582_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0582_SP_SET: COPPER-CLAD STEEL ROD
 JP0582_STAMPING: 18 DOR 1973 6855
 JP0582_MARK LOGO: USGS  
 JP0582_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0582
 JP0582  HISTORY     - Date     Condition        Report By
 JP0582  HISTORY     - 1973     MONUMENTED       USGS
 JP0582
 JP0582                          STATION DESCRIPTION
 JP0582
 JP0582'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0582'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0582'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 17.3 MILES
 JP0582'SOUTH, 0.3 MILE NORTH OF A Y-ROAD SOUTHWEST, 45 FEET NORTH OF A
 JP0582'SLIGHT TURN IN A FENCE, 30 FEET EAST OF THE CENTERLINE OF THE ROAD,
 JP0582'0.5 FOOT WEST OF A FENCE, ON A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0582'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1402 ***********************************************************************
 KR1402  DESIGNATION -  18 EMH
 KR1402  PID         -  KR1402
 KR1402  STATE/COUNTY-  NV/CHURCHILL
 KR1402  USGS QUAD   -  BROKEN HILLS (1980)
 KR1402
 KR1402                         *CURRENT SURVEY CONTROL
 KR1402  ___________________________________________________________________
 KR1402* NAD 83(1986)-  39 06 19.     (N)    118 02 30.     (W)     SCALED    
 KR1402* NAVD 88     -      1639.228  (meters)    5378.03   (feet)  ADJUSTED  
 KR1402  ___________________________________________________________________
 KR1402  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 KR1402  DYNAMIC HT  -        1637.612 (meters)    5372.73  (feet)  COMP
 KR1402  MODELED GRAV-     979,583.5   (mgal)                       NAVD 88
 KR1402
 KR1402  VERT ORDER  -  FIRST     CLASS II
 KR1402
 KR1402.The horizontal coordinates were scaled from a topographic map and have
 KR1402.an estimated accuracy of +/- 6 seconds.
 KR1402
 KR1402.The orthometric height was determined by differential leveling
 KR1402.and adjusted by the National Geodetic Survey in June 1991..
 KR1402
 KR1402.The geoid height was determined by GEOID03.
 KR1402
 KR1402.The dynamic height is computed by dividing the NAVD 88
 KR1402.geopotential number by the normal gravity value computed on the
 KR1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1402.degrees latitude (g = 980.6199 gals.).
 KR1402
 KR1402.The modeled gravity was interpolated from observed gravity values.
 KR1402
 KR1402;                    North         East    Units  Estimated Accuracy
 KR1402;SPC NV W     - 4,483,430.      846,850.      MT  (+/- 180 meters Scaled)
 KR1402
 KR1402                          SUPERSEDED SURVEY CONTROL
 KR1402
 KR1402.No superseded survey control is available for this station.
 KR1402
 KR1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD099289(NAD 83)
 KR1402_MARKER: DB = BENCH MARK DISK
 KR1402_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KR1402+WITH SETTING: INFORMATION.
 KR1402_SP_SET: SHALLOW SET METAL ROD
 KR1402_STAMPING: 18 EMH 1971 5375
 KR1402_MARK LOGO: USGS  
 KR1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1402
 KR1402  HISTORY     - Date     Condition        Report By
 KR1402  HISTORY     - 1971     MONUMENTED       USGS
 KR1402  HISTORY     - 1984     GOOD             NGS
 KR1402
 KR1402                          STATION DESCRIPTION
 KR1402
 KR1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KR1402'29.7 KM (18.4 MI) NORTH FROM GABBS.
 KR1402'0.5 KM (0.3 MI) NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT
 KR1402'GABBS, THENCE 29.2 KM (18.15 MI) NORTH ALONG STATE HIGHWAY 361, 0.3 KM
 KR1402'(0.2 MI) NORTH OF MILEPOST 2, 26.2 METERS (86 FT) EAST OF THE HIGHWAY
 KR1402'CENTERLINE, 44.9 METERS (147.5 FT) SOUTHEAST OF THE EAST END OF A
 KR1402'36-INCH CORRUGATED METAL PIPE CULVERT AND 34.1 METERS (112 FT) WEST OF
 KR1402'THE RIGHT OF WAY FENCE.  A COPPER-CLAD ROD SET TO AN UNKNOWN DEPTH.
 KR1402'THE MARK IS 1.2 METERS  S FROM A WITNESS POST.
 KR1402'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0547 ***********************************************************************
 MU0547  DESIGNATION -  18 FMK
 MU0547  PID         -  MU0547
 MU0547  STATE/COUNTY-  NV/ELKO
 MU0547  USGS QUAD   -  SCRAPER SPRINGS (1977)
 MU0547
 MU0547                         *CURRENT SURVEY CONTROL
 MU0547  ___________________________________________________________________
 MU0547* NAD 83(1986)-  41 22 08.     (N)    116 38 57.     (W)     SCALED    
 MU0547* NAVD 88     -      1969.184  (meters)    6460.56   (feet)  POSTED    
 MU0547  ___________________________________________________________________
 MU0547  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 MU0547  DYNAMIC HT  -        1967.570 (meters)    6455.27  (feet)  COMP
 MU0547  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 MU0547
 MU0547  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0547
 MU0547.The horizontal coordinates were scaled from a topographic map and have
 MU0547.an estimated accuracy of +/- 6 seconds.
 MU0547
 MU0547.The orthometric height was determined by differential leveling
 MU0547.and adjusted by the National Geodetic Survey in 1992..
 MU0547.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0547.rate of 0.0 thru 1.0 mm/km.
 MU0547
 MU0547.The geoid height was determined by GEOID03.
 MU0547
 MU0547.The dynamic height is computed by dividing the NAVD 88
 MU0547.geopotential number by the normal gravity value computed on the
 MU0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0547.degrees latitude (g = 980.6199 gals.).
 MU0547
 MU0547.The modeled gravity was interpolated from observed gravity values.
 MU0547
 MU0547;                    North         East    Units  Estimated Accuracy
 MU0547;SPC NV E     - 8,735,160.      110,840.      MT  (+/- 180 meters Scaled)
 MU0547
 MU0547                          SUPERSEDED SURVEY CONTROL
 MU0547
 MU0547.No superseded survey control is available for this station.
 MU0547
 MU0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF293797(NAD 83)
 MU0547_MARKER: DD = SURVEY DISK
 MU0547_SETTING: 66 = SET IN ROCK OUTCROP
 MU0547_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0547_STAMPING: 18 FMK 1973 6457
 MU0547_MARK LOGO: USGS  
 MU0547_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0547+STABILITY: POSITION/ELEVATION WELL
 MU0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0547+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0547
 MU0547  HISTORY     - Date     Condition        Report By
 MU0547  HISTORY     - 1973     MONUMENTED       USGS
 MU0547
 MU0547                          STATION DESCRIPTION
 MU0547
 MU0547'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0547'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0547'MILES EAST ALONG GRAVEL ROAD, THENCE 12.5 MILES NORTH ALONG DIRT ROAD
 MU0547'AT A SUMMIT, 176 FEET EAST OF THE CENTERLINE OF THE ROAD, 29 FEET
 MU0547'SOUTH OF A TRACK ROAD, SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0494 ***********************************************************************
 LS0494  DESIGNATION -  18 HJH
 LS0494  PID         -  LS0494
 LS0494  STATE/COUNTY-  NV/WASHOE
 LS0494  USGS QUAD   -  DOVE CREEK (1964)
 LS0494
 LS0494                         *CURRENT SURVEY CONTROL
 LS0494  ___________________________________________________________________
 LS0494* NAD 83(1986)-  40 01 00.     (N)    119 23 14.     (W)     SCALED    
 LS0494* NAVD 88     -      1225.950  (meters)    4022.14   (feet)  ADJUSTED  
 LS0494  ___________________________________________________________________
 LS0494  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 LS0494  DYNAMIC HT  -        1224.944 (meters)    4018.84  (feet)  COMP
 LS0494  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 LS0494
 LS0494  VERT ORDER  -  SECOND    CLASS 0
 LS0494
 LS0494.The horizontal coordinates were scaled from a topographic map and have
 LS0494.an estimated accuracy of +/- 6 seconds.
 LS0494
 LS0494.The orthometric height was determined by differential leveling
 LS0494.and adjusted by the National Geodetic Survey in June 1991..
 LS0494
 LS0494.The geoid height was determined by GEOID03.
 LS0494
 LS0494.The dynamic height is computed by dividing the NAVD 88
 LS0494.geopotential number by the normal gravity value computed on the
 LS0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0494.degrees latitude (g = 980.6199 gals.).
 LS0494
 LS0494.The modeled gravity was interpolated from observed gravity values.
 LS0494
 LS0494;                    North         East    Units  Estimated Accuracy
 LS0494;SPC NV W     - 4,584,770.      731,380.      MT  (+/- 180 meters Scaled)
 LS0494
 LS0494                          SUPERSEDED SURVEY CONTROL
 LS0494
 LS0494  NGVD 29 (??/??/92) 1224.960  (m)         4018.89   (f) ADJ UNCH    2 0
 LS0494
 LS0494.Superseded values are not recommended for survey control.
 LS0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0494.See file dsdata.txt to determine how the superseded data were derived.
 LS0494
 LS0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE962323(NAD 83)
 LS0494_MARKER: DB = BENCH MARK DISK
 LS0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0494_SP_SET: CONCRETE POST
 LS0494_STAMPING: 18 HJH 1962 4019
 LS0494_MARK LOGO: USGS  
 LS0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0494+STABILITY: SURFACE MOTION
 LS0494
 LS0494  HISTORY     - Date     Condition        Report By
 LS0494  HISTORY     - 1962     MONUMENTED       USGS
 LS0494
 LS0494                          STATION DESCRIPTION
 LS0494
 LS0494'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0494'22.7 KM (14.10 MI) NORTH FROM NIXON.
 LS0494'14.1 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34 ON A SMALL KNOLL,
 LS0494'41 FEET SOUTHEAST OF THE HIGHWAY CENTERLINE.
 LS0494'THE MARK IS 3.0 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0329 ***********************************************************************
 LS0329  DESIGNATION -  18 K
 LS0329  PID         -  LS0329
 LS0329  STATE/COUNTY-  NV/PERSHING
 LS0329  USGS QUAD   -  GRANITE POINT (1987)
 LS0329
 LS0329                         *CURRENT SURVEY CONTROL
 LS0329  ___________________________________________________________________
 LS0329* NAD 83(1986)-  40 04 17.     (N)    118 34 13.     (W)     SCALED    
 LS0329* NAVD 88     -      1189.678  (meters)    3903.14   (feet)  ADJUSTED  
 LS0329  ___________________________________________________________________
 LS0329  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 LS0329  DYNAMIC HT  -        1188.713 (meters)    3899.97  (feet)  COMP
 LS0329  MODELED GRAV-     979,774.2   (mgal)                       NAVD 88
 LS0329
 LS0329  VERT ORDER  -  SECOND    CLASS 0
 LS0329
 LS0329.This mark is at Derby Field Airport (LOL)
 LS0329
 LS0329.The horizontal coordinates were scaled from a topographic map and have
 LS0329.an estimated accuracy of +/- 6 seconds.
 LS0329
 LS0329.The orthometric height was determined by differential leveling
 LS0329.and adjusted by the National Geodetic Survey in June 1991..
 LS0329
 LS0329.The geoid height was determined by GEOID03.
 LS0329
 LS0329.The dynamic height is computed by dividing the NAVD 88
 LS0329.geopotential number by the normal gravity value computed on the
 LS0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0329.degrees latitude (g = 980.6199 gals.).
 LS0329
 LS0329.The modeled gravity was interpolated from observed gravity values.
 LS0329
 LS0329;                    North         East    Units  Estimated Accuracy
 LS0329;SPC NV W     - 4,590,540.      801,110.      MT  (+/- 180 meters Scaled)
 LS0329
 LS0329                          SUPERSEDED SURVEY CONTROL
 LS0329
 LS0329  NGVD 29 (??/??/92) 1188.752  (m)         3900.10   (f) ADJ UNCH    2 0
 LS0329
 LS0329.Superseded values are not recommended for survey control.
 LS0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0329.See file dsdata.txt to determine how the superseded data were derived.
 LS0329
 LS0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE660368(NAD 83)
 LS0329_MARKER: DD = SURVEY DISK
 LS0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0329_STAMPING: 18 - K
 LS0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0329+STABILITY: SURFACE MOTION
 LS0329
 LS0329  HISTORY     - Date     Condition        Report By
 LS0329  HISTORY     - UNK      MONUMENTED       BOR
 LS0329  HISTORY     - 1951     GOOD             NGS
 LS0329
 LS0329                          STATION DESCRIPTION
 LS0329
 LS0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0329'10.9 MI SW FROM LOVELOCK.
 LS0329'4.2 MILES SOUTHWEST ALONG THE RAILROAD TRACKS FROM THE SOUTHERN
 LS0329'PACIFIC COMPANY RAILROAD STATION IN LOVELOCK, THENCE 3.1 MILES SOUTH
 LS0329'ALONG LOWER VALLEY ROAD, THENCE 3.55 MILES WEST-SOUTHWEST TO A CONTROL
 LS0329'TOWER, THENCE 0.1 MILE NORTHWEST ALONG A GRAVEL ROAD, 0.1 MILE
 LS0329'NORTHWEST OF THE CONTROL TOWER AT DERBY AIRPORT, 24 1/2 FEET NORTHEAST
 LS0329'OF THE CENTER LINE OF THE GRAVEL ROAD LEADING EAST TO THE AIRPORT, 9.6
 LS0329'FEET NORTHWEST OF POWER LINE POLE NO. 43660 WITH A GUY WIRE, 2.4 FEET
 LS0329'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 LS0329'OF A CONCRETE POST PROJECTING 0.2 FOOT AND ENCASED IN TIN PIPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0472 ***********************************************************************
 MV0472  DESIGNATION -  18 LRC
 MV0472  PID         -  MV0472
 MV0472  STATE/COUNTY-  NV/HUMBOLDT
 MV0472  USGS QUAD   -  PAIUTE MEADOWS (1972)
 MV0472
 MV0472                         *CURRENT SURVEY CONTROL
 MV0472  ___________________________________________________________________
 MV0472* NAD 83(1986)-  41 19 22.     (N)    118 53 32.     (W)     SCALED    
 MV0472* NAVD 88     -      1382.390  (meters)    4535.39   (feet)  ADJUSTED  
 MV0472  ___________________________________________________________________
 MV0472  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 MV0472  DYNAMIC HT  -        1381.411 (meters)    4532.18  (feet)  COMP
 MV0472  MODELED GRAV-     979,866.9   (mgal)                       NAVD 88
 MV0472
 MV0472  VERT ORDER  -  SECOND    CLASS 0
 MV0472
 MV0472.The horizontal coordinates were scaled from a topographic map and have
 MV0472.an estimated accuracy of +/- 6 seconds.
 MV0472
 MV0472.The orthometric height was determined by differential leveling
 MV0472.and adjusted by the National Geodetic Survey in June 1991..
 MV0472
 MV0472.The geoid height was determined by GEOID03.
 MV0472
 MV0472.The dynamic height is computed by dividing the NAVD 88
 MV0472.geopotential number by the normal gravity value computed on the
 MV0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0472.degrees latitude (g = 980.6199 gals.).
 MV0472
 MV0472.The modeled gravity was interpolated from observed gravity values.
 MV0472
 MV0472;                    North         East    Units  Estimated Accuracy
 MV0472;SPC NV W     - 4,729,540.      774,140.      MT  (+/- 180 meters Scaled)
 MV0472
 MV0472                          SUPERSEDED SURVEY CONTROL
 MV0472
 MV0472.No superseded survey control is available for this station.
 MV0472
 MV0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF416763(NAD 83)
 MV0472_MARKER: DD = SURVEY DISK
 MV0472_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0472_SP_SET: COPPER-CLAD STEEL ROD
 MV0472_STAMPING: 18 LRC 1972 4532
 MV0472_MARK LOGO: USGS  
 MV0472_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0472+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0472
 MV0472  HISTORY     - Date     Condition        Report By
 MV0472  HISTORY     - 1972     MONUMENTED       USGS
 MV0472
 MV0472                          STATION DESCRIPTION
 MV0472
 MV0472'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0472'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0472'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0472'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0472'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0472'ALONG TRACK ROAD, THENCE 3.0 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0472'TOWARD PAHUTE MEADOW RANCH TO THE TOP OF A GRADE OVER THE PASS OF SOME
 MV0472'HILLS, 18.1 MILES SOUTH OF LEONARD CREEK RANCH, 3 MILES NORTHEAST OF
 MV0472'PAHUTE MEADOW RANCH, 52 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD
 MV0472'AT A JUNCTION OF AN OLD ROAD, 2 FEET WEST OF A WITNESS POST, ENCASED
 MV0472'IN DRAINPIPE CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0445 ***********************************************************************
 HP0445  DESIGNATION -  18 LRC
 HP0445  PID         -  HP0445
 HP0445  STATE/COUNTY-  NV/LINCOLN
 HP0445  USGS QUAD   -  BLUE NOSE PEAK (1973)
 HP0445
 HP0445                         *CURRENT SURVEY CONTROL
 HP0445  ___________________________________________________________________
 HP0445* NAD 83(1986)-  37 09 03.     (N)    114 19 51.     (W)     SCALED    
 HP0445* NAVD 88     -      1067.559  (meters)    3502.48   (feet)  POSTED    
 HP0445  ___________________________________________________________________
 HP0445  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 HP0445  DYNAMIC HT  -        1066.450 (meters)    3498.84  (feet)  COMP
 HP0445  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 HP0445
 HP0445  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0445
 HP0445.The horizontal coordinates were scaled from a topographic map and have
 HP0445.an estimated accuracy of +/- 6 seconds.
 HP0445
 HP0445.The orthometric height was determined by differential leveling
 HP0445.and adjusted by the National Geodetic Survey in 1992..
 HP0445.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0445.rate of 1.1 thru 2.0 mm/km.
 HP0445
 HP0445.The geoid height was determined by GEOID03.
 HP0445
 HP0445.The dynamic height is computed by dividing the NAVD 88
 HP0445.geopotential number by the normal gravity value computed on the
 HP0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0445.degrees latitude (g = 980.6199 gals.).
 HP0445
 HP0445.The modeled gravity was interpolated from observed gravity values.
 HP0445
 HP0445;                    North         East    Units  Estimated Accuracy
 HP0445;SPC NV E     - 8,267,100.      311,260.      MT  (+/- 180 meters Scaled)
 HP0445
 HP0445                          SUPERSEDED SURVEY CONTROL
 HP0445
 HP0445.No superseded survey control is available for this station.
 HP0445
 HP0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB370149(NAD 83)
 HP0445_MARKER: DD = SURVEY DISK
 HP0445_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0445_SP_SET: COPPER-CLAD STEEL ROD
 HP0445_STAMPING: 18 LRC 1973 3500
 HP0445_MARK LOGO: USGS  
 HP0445_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0445+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0445
 HP0445  HISTORY     - Date     Condition        Report By
 HP0445  HISTORY     - 1973     MONUMENTED       USGS
 HP0445
 HP0445                          STATION DESCRIPTION
 HP0445
 HP0445'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0445'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0445'MILES NORTH ALONG A GRAVEL ROAD TO A Y-ROAD, AT THE MOUTH OF A LARGE
 HP0445'DRAIN, THENCE 9.1 MILES EASTERLY ALONG ROAD UP THE DRAIN TOWARD
 HP0445'BEAVER DAM WASH TO A ROAD JUNCTION, 73 FEET NORTH OF A MAIN ROAD, 41
 HP0445'FEET WEST OF A ROAD NORTH, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO
 HP0445'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0324 ***********************************************************************
 LS0324  DESIGNATION -  18 N
 LS0324  PID         -  LS0324
 LS0324  STATE/COUNTY-  NV/PERSHING
 LS0324  USGS QUAD   -  GRANITE POINT (1987)
 LS0324
 LS0324                         *CURRENT SURVEY CONTROL
 LS0324  ___________________________________________________________________
 LS0324* NAD 83(1986)-  40 04 16.     (N)    118 30 50.     (W)     SCALED    
 LS0324* NAVD 88     -      1192.863  (meters)    3913.58   (feet)  ADJUSTED  
 LS0324  ___________________________________________________________________
 LS0324  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 LS0324  DYNAMIC HT  -        1191.899 (meters)    3910.42  (feet)  COMP
 LS0324  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 LS0324
 LS0324  VERT ORDER  -  SECOND    CLASS 0
 LS0324
 LS0324.The horizontal coordinates were scaled from a topographic map and have
 LS0324.an estimated accuracy of +/- 6 seconds.
 LS0324
 LS0324.The orthometric height was determined by differential leveling
 LS0324.and adjusted by the National Geodetic Survey in June 1991..
 LS0324
 LS0324.The geoid height was determined by GEOID03.
 LS0324
 LS0324.The dynamic height is computed by dividing the NAVD 88
 LS0324.geopotential number by the normal gravity value computed on the
 LS0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0324.degrees latitude (g = 980.6199 gals.).
 LS0324
 LS0324.The modeled gravity was interpolated from observed gravity values.
 LS0324
 LS0324;                    North         East    Units  Estimated Accuracy
 LS0324;SPC NV W     - 4,590,510.      805,920.      MT  (+/- 180 meters Scaled)
 LS0324
 LS0324                          SUPERSEDED SURVEY CONTROL
 LS0324
 LS0324  NGVD 29 (??/??/92) 1191.937  (m)         3910.55   (f) ADJ UNCH    2 0
 LS0324
 LS0324.Superseded values are not recommended for survey control.
 LS0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0324.See file dsdata.txt to determine how the superseded data were derived.
 LS0324
 LS0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE709367(NAD 83)
 LS0324_MARKER: DD = SURVEY DISK
 LS0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0324_SP_SET: HEADGATE
 LS0324_STAMPING: 18 - N
 LS0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0324
 LS0324  HISTORY     - Date     Condition        Report By
 LS0324  HISTORY     - UNK      MONUMENTED       BOR
 LS0324  HISTORY     - 1951     GOOD             NGS
 LS0324
 LS0324                          STATION DESCRIPTION
 LS0324
 LS0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0324'8.35 MI S FROM LOVELOCK.
 LS0324'4.2 MILES SOUTHWEST ALONG THE TRACKS FROM THE SOUTHERN PACIFIC COMPANY
 LS0324'RAILROAD STATION AT LOVELOCK, THENCE 4.15 MILES SOUTH ALONG LOWER
 LS0324'VALLEY ROAD, AT THE INTERSECTION OF THE MAIN ROAD LEADING NORTH AND
 LS0324'SOUTH AND A GRAVEL ROAD RUNNING EAST AND WEST, SET IN THE TOP OF THE
 LS0324'WEST END OF THE CONCRETE HEADGATE FOR AN IRRIGATION DITCH LEADING
 LS0324'SOUTH, 53 1/2 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 45
 LS0324'FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD LEADING EAST, 33 1/2
 LS0324'FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 14.6 FEET SOUTH OF THE
 LS0324'NORTHWEST CORNER FENCE POST, 2.6 FEET EAST OF A NORTH AND SOUTH FENCE,
 LS0324'1.5 FEET EAST OF THE WEST END OF THE HEADGATE, ABOUT 1/2 FOOT LOWER
 LS0324'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0656 ***********************************************************************
 GS0656  DESIGNATION -  18 TJS
 GS0656  PID         -  GS0656
 GS0656  STATE/COUNTY-  NV/NYE
 GS0656  USGS QUAD   -  CRATER FLAT (1986)
 GS0656
 GS0656                         *CURRENT SURVEY CONTROL
 GS0656  ___________________________________________________________________
 GS0656* NAD 83(1986)-  36 48 22.     (N)    116 31 10.     (W)     SCALED    
 GS0656* NAVD 88     -      1058.695  (meters)    3473.40   (feet)  ADJUSTED  
 GS0656  ___________________________________________________________________
 GS0656  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 GS0656  DYNAMIC HT  -        1057.528 (meters)    3469.57  (feet)  COMP
 GS0656  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 GS0656
 GS0656  VERT ORDER  -  FIRST     CLASS I
 GS0656
 GS0656.The horizontal coordinates were scaled from a topographic map and have
 GS0656.an estimated accuracy of +/- 6 seconds.
 GS0656
 GS0656.The orthometric height was determined by differential leveling
 GS0656.and adjusted by the National Geodetic Survey in May 2004..
 GS0656
 GS0656.The geoid height was determined by GEOID03.
 GS0656
 GS0656.The dynamic height is computed by dividing the NAVD 88
 GS0656.geopotential number by the normal gravity value computed on the
 GS0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0656.degrees latitude (g = 980.6199 gals.).
 GS0656
 GS0656.The modeled gravity was interpolated from observed gravity values.
 GS0656
 GS0656;                    North         East    Units  Estimated Accuracy
 GS0656;SPC NV C     - 6,228,120.      513,140.      MT  (+/- 180 meters Scaled)
 GS0656
 GS0656                          SUPERSEDED SURVEY CONTROL
 GS0656
 GS0656  NAVD 88 (??/??/92) 1058.697  (m)         3473.41   (f) UNKNOWN     3 0
 GS0656  NGVD 29 (05/01/91) 1057.767  (m)         3470.36   (f) ADJUSTED    1 1
 GS0656
 GS0656.Superseded values are not recommended for survey control.
 GS0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0656.See file dsdata.txt to determine how the superseded data were derived.
 GS0656
 GS0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA428734(NAD 83)
 GS0656_MARKER: DB = BENCH MARK DISK
 GS0656_SETTING: 0 = UNSPECIFIED SETTING
 GS0656_STAMPING: 18 TJS 1983
 GS0656_MARK LOGO: USGS  
 GS0656_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0656
 GS0656  HISTORY     - Date     Condition        Report By
 GS0656  HISTORY     - 1983     MONUMENTED       USGS
 GS0656  HISTORY     - 1986     GOOD             USGS
 GS0656  HISTORY     - 1988     GOOD             USGS
 GS0656  HISTORY     - 19910204 GOOD             USGS
 GS0656  HISTORY     - 19921216 GOOD             USGS
 GS0656  HISTORY     - 19941227 GOOD             USGS
 GS0656
 GS0656                          STATION DESCRIPTION
 GS0656
 GS0656'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0656'39.9 KM (24.80 MI) ESE FROM BEATTY.
 GS0656'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0656'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0656'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0656'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0656'NORTHEASTERLY 2.0 MILES, 390 FEET SOUTHEAST OF THE ROAD, 6 FEET SOUTH
 GS0656'OF A ROCK CAIRN.
 GS0656
 GS0656                          STATION RECOVERY (1986)
 GS0656
 GS0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0656'RECOVERED IN GOOD CONDITION.
 GS0656
 GS0656                          STATION RECOVERY (1988)
 GS0656
 GS0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0656'RECOVERED IN GOOD CONDITION.
 GS0656
 GS0656                          STATION RECOVERY (1991)
 GS0656
 GS0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0656'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0656'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0656'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0656'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0656'NORTHEASTERLY 2.0 MILES, 390 FEET SOUTHEAST OF THE ROAD, 6 FEET SOUTH
 GS0656'OF A ROCK CAIRN.
 GS0656
 GS0656                          STATION RECOVERY (1992)
 GS0656
 GS0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0656'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0656'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0656'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0656'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0656'BEND IN THE ROAD, PROCEED NORTHEASTERLY 2.0 MILES (3.2 KM), 390 FEET
 GS0656'(118.9 M) SOUTHEAST OF THE ROAD, 6 FEET (1.8 M) SOUTH OF A ROCK
 GS0656'CAIRN.
 GS0656
 GS0656                          STATION RECOVERY (1994)
 GS0656
 GS0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0656'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0512 ***********************************************************************
 JP0512  DESIGNATION -  181 AZ MK
 JP0512  PID         -  JP0512
 JP0512  STATE/COUNTY-  NV/LINCOLN
 JP0512  USGS QUAD   -  TWEEDY WASH (1972)
 JP0512
 JP0512                         *CURRENT SURVEY CONTROL
 JP0512  ___________________________________________________________________
 JP0512* NAD 83(1986)-  38 43 07.     (N)    114 03 11.     (W)     SCALED    
 JP0512* NAVD 88     -      1690.993  (meters)    5547.87   (feet)  POSTED    
 JP0512  ___________________________________________________________________
 JP0512  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 JP0512  DYNAMIC HT  -        1689.220 (meters)    5542.05  (feet)  COMP
 JP0512  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 JP0512
 JP0512  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0512
 JP0512.The horizontal coordinates were scaled from a topographic map and have
 JP0512.an estimated accuracy of +/- 6 seconds.
 JP0512
 JP0512.The orthometric height was determined by differential leveling
 JP0512.and adjusted by the National Geodetic Survey in 1992..
 JP0512.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0512.rate of 0.0 thru 1.0 mm/km.
 JP0512
 JP0512.The geoid height was determined by GEOID03.
 JP0512
 JP0512.The dynamic height is computed by dividing the NAVD 88
 JP0512.geopotential number by the normal gravity value computed on the
 JP0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0512.degrees latitude (g = 980.6199 gals.).
 JP0512
 JP0512.The modeled gravity was interpolated from observed gravity values.
 JP0512
 JP0512;                    North         East    Units  Estimated Accuracy
 JP0512;SPC NV E     - 8,441,480.      333,080.      MT  (+/- 180 meters Scaled)
 JP0512
 JP0512                          SUPERSEDED SURVEY CONTROL
 JP0512
 JP0512.No superseded survey control is available for this station.
 JP0512
 JP0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC562896(NAD 83)
 JP0512_MARKER: DZ = AZIMUTH MARK DISK
 JP0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0512_SP_SET: CONCRETE POST
 JP0512_STAMPING: UTAH-NEVADA 181 1944
 JP0512_MARK LOGO: CGS   
 JP0512_PROJECTION: FLUSH
 JP0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0512+STABILITY: SURFACE MOTION
 JP0512
 JP0512  HISTORY     - Date     Condition        Report By
 JP0512  HISTORY     - 1944     MONUMENTED       CGS
 JP0512  HISTORY     - 1971     GOOD             USGS
 JP0512
 JP0512                          STATION DESCRIPTION
 JP0512
 JP0512'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0512'27.5 KM (17.10 MI) SSE FROM GARRISON.
 JP0512'AT BIG SPRINGS RANCH, NEVADA, FROM THE T-ROAD ENTERING THE RANCH,
 JP0512'PROCEED 4.8 MILES EAST ALONG THE OLD ROAD LEADING TO GARRISON TO A
 JP0512'ROAD FORK, ABOUT 200 FEET SOUTH OF THE ROAD FORK, 30 FEET EAST OF THE
 JP0512'ROAD, A STANDARD USCGS AZIMUTH MARK.
 JP0512'THE MARK IS 2 FT  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1108 ***********************************************************************
 KR1108  DESIGNATION -  19
 KR1108  PID         -  KR1108
 KR1108  STATE/COUNTY-  NV/DOUGLAS
 KR1108  USGS QUAD   -  GENOA (1994)
 KR1108
 KR1108                         *CURRENT SURVEY CONTROL
 KR1108  ___________________________________________________________________
 KR1108* NAD 83(1986)-  39 00 13.     (N)    119 50 46.     (W)     SCALED    
 KR1108* NAVD 88     -      1460.81   (+/-2cm)    4792.7    (feet)  VERTCON   
 KR1108  ___________________________________________________________________
 KR1108  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 KR1108
 KR1108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1108
 KR1108.The horizontal coordinates were scaled from a topographic map and have
 KR1108.an estimated accuracy of +/- 6 seconds.
 KR1108
 KR1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1108.The vertical order pertains to the NGVD 29 superseded value.
 KR1108
 KR1108.The geoid height was determined by GEOID03.
 KR1108
 KR1108;                    North         East    Units  Estimated Accuracy
 KR1108;SPC NV W     - 4,472,760.      690,630.      MT  (+/- 180 meters Scaled)
 KR1108
 KR1108                          SUPERSEDED SURVEY CONTROL
 KR1108
 KR1108  NGVD 29 (??/??/92) 1459.642  (m)         4788.84   (f) ADJ UNCH    2 0
 KR1108
 KR1108.Superseded values are not recommended for survey control.
 KR1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1108.See file dsdata.txt to determine how the superseded data were derived.
 KR1108
 KR1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD535210(NAD 83)
 KR1108_MARKER: DB = BENCH MARK DISK
 KR1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1108_STAMPING: 19
 KR1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1108+STABILITY: SURFACE MOTION
 KR1108
 KR1108  HISTORY     - Date     Condition        Report By
 KR1108  HISTORY     - UNK      MONUMENTED       CGS
 KR1108  HISTORY     - 1951     GOOD             NGS
 KR1108
 KR1108                          STATION DESCRIPTION
 KR1108
 KR1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1108'IN GENOA.
 KR1108'AT GENOA, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF A NORTH AND
 KR1108'SOUTH ASPHALT ROAD AND STATE HIGHWAY 57 LEADING EAST, BETWEEN TWO
 KR1108'LARGE COTTONWOOD TREES, 37 FEET WEST OF THE CENTER LINE OF THE NORTH
 KR1108'AND SOUTH ROAD (FOOTHILL ROAD), 30 FEET SOUTH OF THE PROLONGATION OF
 KR1108'THE CENTER LINE OF THE STATE HIGHWAY, 8 1/2 FEET SOUTH OF A 36-INCH
 KR1108'COTTONWOOD TREE, ABOUT 1/2-FOOT HIGHER THAN THE ROAD, AND SET IN THE
 KR1108'TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1304 ***********************************************************************
 KR1304  DESIGNATION -  19
 KR1304  PID         -  KR1304
 KR1304  STATE/COUNTY-  NV/WASHOE
 KR1304  USGS QUAD   -  RENO (1982)
 KR1304
 KR1304                         *CURRENT SURVEY CONTROL
 KR1304  ___________________________________________________________________
 KR1304* NAD 83(1986)-  39 32 26.     (N)    119 49 03.     (W)     SCALED    
 KR1304* NAVD 88     -      1393.891  (meters)    4573.12   (feet)  ADJUSTED  
 KR1304  ___________________________________________________________________
 KR1304  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 KR1304  DYNAMIC HT  -        1392.628 (meters)    4568.98  (feet)  COMP
 KR1304  MODELED GRAV-     979,672.4   (mgal)                       NAVD 88
 KR1304
 KR1304  VERT ORDER  -  FIRST     CLASS II
 KR1304
 KR1304.The horizontal coordinates were scaled from a topographic map and have
 KR1304.an estimated accuracy of +/- 6 seconds.
 KR1304
 KR1304.The orthometric height was determined by differential leveling
 KR1304.and adjusted by the National Geodetic Survey in June 1991..
 KR1304
 KR1304.The geoid height was determined by GEOID03.
 KR1304
 KR1304.The dynamic height is computed by dividing the NAVD 88
 KR1304.geopotential number by the normal gravity value computed on the
 KR1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1304.degrees latitude (g = 980.6199 gals.).
 KR1304
 KR1304.The modeled gravity was interpolated from observed gravity values.
 KR1304
 KR1304;                    North         East    Units  Estimated Accuracy
 KR1304;SPC NV W     - 4,532,330.      693,920.      MT  (+/- 180 meters Scaled)
 KR1304
 KR1304                          SUPERSEDED SURVEY CONTROL
 KR1304
 KR1304  NGVD 29 (??/??/92) 1392.819  (m)         4569.61   (f) ADJ UNCH    1 2
 KR1304
 KR1304.Superseded values are not recommended for survey control.
 KR1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1304.See file dsdata.txt to determine how the superseded data were derived.
 KR1304
 KR1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD578805(NAD 83)
 KR1304_MARKER: DB = BENCH MARK DISK
 KR1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1304_STAMPING: 4469.518
 KR1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1304+STABILITY: SURFACE MOTION
 KR1304
 KR1304  HISTORY     - Date     Condition        Report By
 KR1304  HISTORY     - 1934     MONUMENTED       CGS
 KR1304  HISTORY     - 1951     GOOD             NGS
 KR1304  HISTORY     - 1958     SEE DESCRIPTION  LOCENG
 KR1304  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1304  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1304
 KR1304                          STATION DESCRIPTION
 KR1304
 KR1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KR1304'AT RENO, AT THE UNIVERSITY OF NEVADA, ON THE LAWN OF LINCOLN HALL, AT
 KR1304'THE NORTHEAST EDGE OF SOME SHRUBS, 132.8 FEET NORTHWEST OF THE SOUTH
 KR1304'WEST CORNER OF LINCOLN HALL, 77 FEET WEST OF THE CENTER OF A FIRE
 KR1304'PLUG, 50.1 FEET EAST OF THE EAST CURB OF NORTH VIRGINIA STREET (U.S.
 KR1304'HIGHWAY 395), 23 1/2 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY AT
 KR1304'THE REAR OF LINCOLN HALL, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 KR1304'WITH THE GROUND.
 KR1304
 KR1304                          STATION RECOVERY (1951)
 KR1304
 KR1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KR1304'IN RENO.
 KR1304'AT RENO, AT THE UNIVERSITY OF NEVADA, ON THE LAWN OF LINCOLN HALL, AT
 KR1304'THE NORTHEAST EDGE OF SOME SHRUBS, 132.8 FEET NORTHWEST OF THE
 KR1304'SOUTHWEST CORNER OF LINCOLN HALL, 77 FEET WEST OF THE CENTER OF A FIRE
 KR1304'PLUG, 50.1 FEET EAST OF THE EAST CURB OF NORTH VIRGINIA STREET (U. S.
 KR1304'HIGHWAY 395), 23 1/2 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY AT
 KR1304'THE REAR OF LINCOLN HALL, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 KR1304'WITH THE GROUND.
 KR1304
 KR1304                          STATION RECOVERY (1958)
 KR1304
 KR1304'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 KR1304'STATION RECOVERED BY VHAY AND GROW ARCHITECTS.
 KR1304'
 KR1304'AT RENO, AT THE UNIVERSITY OF NEVADA, NEAR THE SOUTHEAST CORNER OF THE
 KR1304'NEW GYMNASIUM, SET IN THE TOP OF AN 18 INCH SQUARE CONCRETE POST
 KR1304'APPROXIMATELY SIDEWALK LEVEL, 4 FEET EAST AND 3 FEET NORTH OF THE
 KR1304'SOUTHEAST CORNER OF THE NEW GYMNASIUM BUILDING.
 KR1304'
 KR1304'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT RENO.
 KR1304
 KR1304                          STATION RECOVERY (1967)
 KR1304
 KR1304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1304'MARK NOT FOUND.
 KR1304
 KR1304                          STATION RECOVERY (2003)
 KR1304
 KR1304'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0232 ***********************************************************************
 JR0232  DESIGNATION -  19
 JR0232  PID         -  JR0232
 JR0232  STATE/COUNTY-  NV/MINERAL
 JR0232  USGS QUAD   -  BASALT (1982)
 JR0232
 JR0232                         *CURRENT SURVEY CONTROL
 JR0232  ___________________________________________________________________
 JR0232* NAD 83(1986)-  38 04 27.     (N)    118 17 05.     (W)     SCALED    
 JR0232* NAVD 88     -      1775.470  (meters)    5825.02   (feet)  ADJUSTED  
 JR0232  ___________________________________________________________________
 JR0232  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 JR0232  DYNAMIC HT  -        1773.477 (meters)    5818.48  (feet)  COMP
 JR0232  MODELED GRAV-     979,443.7   (mgal)                       NAVD 88
 JR0232
 JR0232  VERT ORDER  -  FIRST     CLASS II
 JR0232
 JR0232.The horizontal coordinates were scaled from a topographic map and have
 JR0232.an estimated accuracy of +/- 6 seconds.
 JR0232
 JR0232.The orthometric height was determined by differential leveling
 JR0232.and adjusted by the National Geodetic Survey in June 1991..
 JR0232
 JR0232.The geoid height was determined by GEOID03.
 JR0232
 JR0232.The dynamic height is computed by dividing the NAVD 88
 JR0232.geopotential number by the normal gravity value computed on the
 JR0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0232.degrees latitude (g = 980.6199 gals.).
 JR0232
 JR0232.The modeled gravity was interpolated from observed gravity values.
 JR0232
 JR0232;                    North         East    Units  Estimated Accuracy
 JR0232;SPC NV W     - 4,368,880.      826,200.      MT  (+/- 180 meters Scaled)
 JR0232
 JR0232                          SUPERSEDED SURVEY CONTROL
 JR0232
 JR0232  NGVD 29 (??/??/92) 1774.202  (m)         5820.86   (f) ADJ UNCH    1 2
 JR0232
 JR0232.Superseded values are not recommended for survey control.
 JR0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0232.See file dsdata.txt to determine how the superseded data were derived.
 JR0232
 JR0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC873148(NAD 83)
 JR0232_MARKER: DD = SURVEY DISK
 JR0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0232_STAMPING: 19 S 662-1 M1-10
 JR0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0232+STABILITY: SURFACE MOTION
 JR0232
 JR0232  HISTORY     - Date     Condition        Report By
 JR0232  HISTORY     - UNK      MONUMENTED       NVDH
 JR0232  HISTORY     - 1955     GOOD             NGS
 JR0232  HISTORY     - 1986     MARK NOT FOUND   NGS
 JR0232
 JR0232                          STATION DESCRIPTION
 JR0232
 JR0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0232'5.1 MI N FROM BASALT.
 JR0232'5.1 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0232'HIGHWAY 6 AT BASALT, NEAR THE SOUTHEAST END OF A LONG CURVE,
 JR0232'50.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET
 JR0232'EAST OF THE EAST EDGE OF A DRAIN DITCH, 5.9 FEET SOUTHWEST OF
 JR0232'A 2-INCH BLACK-AND-WHITE PAINTED IRON PIPE WHICH IS ENCASED
 JR0232'IN CONCRETE AND PROJECTS 2.5 FEET ABOVE THE GROUND, 1.7 FEET
 JR0232'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 JR0232'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 JR0232'THE GROUND.
 JR0232
 JR0232                          STATION RECOVERY (1986)
 JR0232
 JR0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0232'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1131 ***********************************************************************
 KR1131  DESIGNATION -  19 1
 KR1131  PID         -  KR1131
 KR1131  STATE/COUNTY-  NV/DOUGLAS
 KR1131  USGS QUAD   -  GENOA (1994)
 KR1131
 KR1131                         *CURRENT SURVEY CONTROL
 KR1131  ___________________________________________________________________
 KR1131* NAD 83(1986)-  39 00 10.     (N)    119 50 30.     (W)     SCALED    
 KR1131* NAVD 88     -      1444.76   (+/-2cm)    4740.0    (feet)  VERTCON   
 KR1131  ___________________________________________________________________
 KR1131  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 KR1131
 KR1131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1131
 KR1131.The horizontal coordinates were scaled from a topographic map and have
 KR1131.an estimated accuracy of +/- 6 seconds.
 KR1131
 KR1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1131.The vertical order pertains to the NGVD 29 superseded value.
 KR1131
 KR1131.The geoid height was determined by GEOID03.
 KR1131
 KR1131;                    North         East    Units  Estimated Accuracy
 KR1131;SPC NV W     - 4,472,660.      691,010.      MT  (+/- 180 meters Scaled)
 KR1131
 KR1131                          SUPERSEDED SURVEY CONTROL
 KR1131
 KR1131  NGVD 29 (??/??/92) 1443.592  (m)         4736.18   (f) ADJ UNCH    2 0
 KR1131
 KR1131.Superseded values are not recommended for survey control.
 KR1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1131.See file dsdata.txt to determine how the superseded data were derived.
 KR1131
 KR1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD539209(NAD 83)
 KR1131_MARKER: DB = BENCH MARK DISK
 KR1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1131_STAMPING: 19 - 1
 KR1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1131+STABILITY: SURFACE MOTION
 KR1131
 KR1131  HISTORY     - Date     Condition        Report By
 KR1131  HISTORY     - UNK      MONUMENTED       CGS
 KR1131  HISTORY     - 1951     GOOD             NGS
 KR1131
 KR1131                          STATION DESCRIPTION
 KR1131
 KR1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1131'0.25 MI E FROM GENOA.
 KR1131'ABOUT 0.25 MILES EAST ALONG STATE HIGHWAY 57 FROM THE GENERAL STORE IN
 KR1131'GENOA, 33 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 21 1/2
 KR1131'FEET WEST OF TELEGRAPH POLE NO. 11804, 15.7 FEET EAST OF A T IN A
 KR1131'FENCE LINE, ONE FOOT SOUTH OF A FENCE, 1.1 FEET WEST OF A WITNESS
 KR1131'POST, ABOUT ONE FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 KR1131'CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1303 ***********************************************************************
 KR1303  DESIGNATION -  19 1
 KR1303  PID         -  KR1303
 KR1303  STATE/COUNTY-  NV/WASHOE
 KR1303  USGS QUAD   -  RENO (1982)
 KR1303
 KR1303                         *CURRENT SURVEY CONTROL
 KR1303  ___________________________________________________________________
 KR1303* NAD 83(1986)-  39 32 14.     (N)    119 48 54.     (W)     SCALED    
 KR1303* NAVD 88     -      1386.800  (meters)    4549.86   (feet)  ADJUSTED  
 KR1303  ___________________________________________________________________
 KR1303  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 KR1303  DYNAMIC HT  -        1385.543 (meters)    4545.74  (feet)  COMP
 KR1303  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 KR1303
 KR1303  VERT ORDER  -  FIRST     CLASS II
 KR1303
 KR1303.The horizontal coordinates were scaled from a topographic map and have
 KR1303.an estimated accuracy of +/- 6 seconds.
 KR1303
 KR1303.The orthometric height was determined by differential leveling
 KR1303.and adjusted by the National Geodetic Survey in June 1991..
 KR1303
 KR1303.The geoid height was determined by GEOID03.
 KR1303
 KR1303.The dynamic height is computed by dividing the NAVD 88
 KR1303.geopotential number by the normal gravity value computed on the
 KR1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1303.degrees latitude (g = 980.6199 gals.).
 KR1303
 KR1303.The modeled gravity was interpolated from observed gravity values.
 KR1303
 KR1303;                    North         East    Units  Estimated Accuracy
 KR1303;SPC NV W     - 4,531,960.      694,130.      MT  (+/- 180 meters Scaled)
 KR1303
 KR1303                          SUPERSEDED SURVEY CONTROL
 KR1303
 KR1303  NGVD 29 (??/??/92) 1385.728  (m)         4546.34   (f) ADJ UNCH    1 2
 KR1303
 KR1303.Superseded values are not recommended for survey control.
 KR1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1303.See file dsdata.txt to determine how the superseded data were derived.
 KR1303
 KR1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD580801(NAD 83)
 KR1303_MARKER: DB = BENCH MARK DISK
 KR1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1303_STAMPING: 4446.240
 KR1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1303+STABILITY: SURFACE MOTION
 KR1303
 KR1303  HISTORY     - Date     Condition        Report By
 KR1303  HISTORY     - UNK      MONUMENTED       CGS
 KR1303  HISTORY     - 1951     GOOD             NGS
 KR1303
 KR1303                          STATION DESCRIPTION
 KR1303
 KR1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1303'IN RENO.
 KR1303'AT RENO, AT THE UNIVERSITY OF NEVADA, ON THE LAWN IN FRONT OF THE
 KR1303'LIBRARY BUILDING, 121.8 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 KR1303'LIBRARY BUILDING, 58.9 FEET WEST OF THE WEST CONCRETE CURBING OF
 KR1303'UNIVERSITY AVENUE, 24.8 FEET NORTH OF THE NORTH EDGE OF THE CONCRETE
 KR1303'WALL OF AN IRRIGATION DITCH, 23.9 FEET SOUTHEAST OF THE SOUTHEAST SIDE
 KR1303'OF A CIRCULAR GRANITE BENCH AROUND A TREE, 18.6 FEET SOUTH OF THE
 KR1303'SOUTH EDGE OF AN EAST AND WEST CONCRETE SIDEWALK, AND SET IN THE TOP
 KR1303'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0742 ***********************************************************************
 GS0742  DESIGNATION -  19 A HN
 GS0742  PID         -  GS0742
 GS0742  STATE/COUNTY-  NV/NYE
 GS0742  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0742
 GS0742                         *CURRENT SURVEY CONTROL
 GS0742  ___________________________________________________________________
 GS0742* NAD 83(1986)-  36 42 03.     (N)    116 12 14.     (W)     SCALED    
 GS0742* NAVD 88     -      1046.309  (meters)    3432.77   (feet)  ADJUSTED  
 GS0742  ___________________________________________________________________
 GS0742  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 GS0742  DYNAMIC HT  -        1045.189 (meters)    3429.09  (feet)  COMP
 GS0742  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 GS0742
 GS0742  VERT ORDER  -  FIRST     CLASS I
 GS0742
 GS0742.The horizontal coordinates were scaled from a topographic map and have
 GS0742.an estimated accuracy of +/- 6 seconds.
 GS0742
 GS0742.The orthometric height was determined by differential leveling
 GS0742.and adjusted by the National Geodetic Survey in May 2004..
 GS0742
 GS0742.The geoid height was determined by GEOID03.
 GS0742
 GS0742.The dynamic height is computed by dividing the NAVD 88
 GS0742.geopotential number by the normal gravity value computed on the
 GS0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0742.degrees latitude (g = 980.6199 gals.).
 GS0742
 GS0742.The modeled gravity was interpolated from observed gravity values.
 GS0742
 GS0742;                    North         East    Units  Estimated Accuracy
 GS0742;SPC NV C     - 6,216,530.      541,350.      MT  (+/- 180 meters Scaled)
 GS0742
 GS0742                          SUPERSEDED SURVEY CONTROL
 GS0742
 GS0742  NAVD 88 (??/??/92) 1046.320  (m)         3432.80   (f) UNKNOWN     3 0
 GS0742  NGVD 29 (05/01/91) 1045.446  (m)         3429.93   (f) ADJUSTED    1 1
 GS0742
 GS0742.Superseded values are not recommended for survey control.
 GS0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0742.See file dsdata.txt to determine how the superseded data were derived.
 GS0742
 GS0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA711619(NAD 83)
 GS0742_MARKER: DD = SURVEY DISK
 GS0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0742_SP_SET: CONCRETE POST
 GS0742_STAMPING: H-N BM 19A 1956 3430.01
 GS0742_MARK LOGO: AEC   
 GS0742_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0742+STABILITY: SURFACE MOTION
 GS0742
 GS0742  HISTORY     - Date     Condition        Report By
 GS0742  HISTORY     - 1956     MONUMENTED       AEC
 GS0742  HISTORY     - 1983     GOOD             USGS
 GS0742  HISTORY     - 1986     GOOD             USGS
 GS0742  HISTORY     - 1988     GOOD             USGS
 GS0742  HISTORY     - 19910612 GOOD             USGS
 GS0742  HISTORY     - 19930318 GOOD             USGS
 GS0742  HISTORY     - 19950322 GOOD             USGS
 GS0742
 GS0742                          STATION DESCRIPTION
 GS0742
 GS0742'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0742'21.9 KM (13.60 MI) NW FROM MERCURY.
 GS0742'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0742'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0742'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 13.6 MILES, 215 FEET SOUTH
 GS0742'OF THE ROAD.
 GS0742'THE MARK IS 2 FT  N FROM  A 4 BY 4 POST
 GS0742
 GS0742                          STATION RECOVERY (1986)
 GS0742
 GS0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0742'RECOVERED IN GOOD CONDITION.
 GS0742
 GS0742                          STATION RECOVERY (1988)
 GS0742
 GS0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0742'RECOVERED IN GOOD CONDITION.
 GS0742
 GS0742                          STATION RECOVERY (1991)
 GS0742
 GS0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0742'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0742'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0742'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 13.6 MILES, 215 FEET SOUTH
 GS0742'OF THE ROAD.
 GS0742
 GS0742                          STATION RECOVERY (1993)
 GS0742
 GS0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0742'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0742'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0742'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 13.6 MILES
 GS0742'(21.9 KM), 215 FEET (65.5 M) SOUTH OF THE ROAD.
 GS0742
 GS0742                          STATION RECOVERY (1995)
 GS0742
 GS0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0742'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0325 ***********************************************************************
 LS0325  DESIGNATION -  19 B
 LS0325  PID         -  LS0325
 LS0325  STATE/COUNTY-  NV/PERSHING
 LS0325  USGS QUAD   -  GRANITE POINT (1987)
 LS0325
 LS0325                         *CURRENT SURVEY CONTROL
 LS0325  ___________________________________________________________________
 LS0325* NAD 83(1986)-  40 03 23.     (N)    118 30 53.     (W)     SCALED    
 LS0325* NAVD 88     -      1190.982  (meters)    3907.41   (feet)  ADJUSTED  
 LS0325  ___________________________________________________________________
 LS0325  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 LS0325  DYNAMIC HT  -        1190.020 (meters)    3904.26  (feet)  COMP
 LS0325  MODELED GRAV-     979,777.0   (mgal)                       NAVD 88
 LS0325
 LS0325  VERT ORDER  -  SECOND    CLASS 0
 LS0325
 LS0325.The horizontal coordinates were scaled from a topographic map and have
 LS0325.an estimated accuracy of +/- 6 seconds.
 LS0325
 LS0325.The orthometric height was determined by differential leveling
 LS0325.and adjusted by the National Geodetic Survey in June 1991..
 LS0325
 LS0325.The geoid height was determined by GEOID03.
 LS0325
 LS0325.The dynamic height is computed by dividing the NAVD 88
 LS0325.geopotential number by the normal gravity value computed on the
 LS0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0325.degrees latitude (g = 980.6199 gals.).
 LS0325
 LS0325.The modeled gravity was interpolated from observed gravity values.
 LS0325
 LS0325;                    North         East    Units  Estimated Accuracy
 LS0325;SPC NV W     - 4,588,880.      805,850.      MT  (+/- 180 meters Scaled)
 LS0325
 LS0325                          SUPERSEDED SURVEY CONTROL
 LS0325
 LS0325  NGVD 29 (??/??/92) 1190.056  (m)         3904.38   (f) ADJ UNCH    2 0
 LS0325
 LS0325.Superseded values are not recommended for survey control.
 LS0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0325.See file dsdata.txt to determine how the superseded data were derived.
 LS0325
 LS0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE708351(NAD 83)
 LS0325_MARKER: DD = SURVEY DISK
 LS0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0325_SP_SET: HEADGATE
 LS0325_STAMPING: 19 - B
 LS0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0325
 LS0325  HISTORY     - Date     Condition        Report By
 LS0325  HISTORY     - UNK      MONUMENTED       BOR
 LS0325  HISTORY     - 1951     GOOD             NGS
 LS0325
 LS0325                          STATION DESCRIPTION
 LS0325
 LS0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0325'9.35 MI SW FROM LOVELOCK.
 LS0325'4.2 SOUTHWEST ALONG THE TRACK FROM THE SOUTHERN PACIFIC COMPANY
 LS0325'RAILROAD STATION AT LOVELOCK, THENCE 5.15 MILES SOUTH ALONG LOWER
 LS0325'VALLEY ROAD, AT AN INTERSECTION OF ROADS RUNNING NORTH AND SOUTH AND
 LS0325'EAST AND WEST, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 LS0325'WINGWALL OF A TWIN HEADGATE ON THE BIG FIVE DITCH RUNNING EAST AND
 LS0325'WEST, 65 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 LS0325'ROADS, 50 FEET WEST OF THE NORTH AND SOUTH ROAD FROM THE NORTH END AT
 LS0325'THE CENTER LINE OF THE ROAD AT THE BRIDGE, 41 1/2 FEET SOUTH OF THE
 LS0325'CENTER LINE OF THE EAST AND WEST ROAD, 23 FEET SOUTHWEST OF A POWER
 LS0325'LINE POLE SUPPORTING BY GUY WIRES, 2.7 FEET SOUTH OF THE NORTH END OF
 LS0325'THE EAST WINGWALL, AND SET ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0625 ***********************************************************************
 MU0625  DESIGNATION -  19 BKC
 MU0625  PID         -  MU0625
 MU0625  STATE/COUNTY-  NV/ELKO
 MU0625  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0625
 MU0625                         *CURRENT SURVEY CONTROL
 MU0625  ___________________________________________________________________
 MU0625* NAD 83(1986)-  41 36 32.     (N)    116 44 15.     (W)     SCALED    
 MU0625* NAVD 88     -      1647.536  (meters)    5405.29   (feet)  POSTED    
 MU0625  ___________________________________________________________________
 MU0625  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 MU0625  DYNAMIC HT  -        1646.300 (meters)    5401.24  (feet)  COMP
 MU0625  MODELED GRAV-     979,816.9   (mgal)                       NAVD 88
 MU0625
 MU0625  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0625
 MU0625.The horizontal coordinates were scaled from a topographic map and have
 MU0625.an estimated accuracy of +/- 6 seconds.
 MU0625
 MU0625.The orthometric height was determined by differential leveling
 MU0625.and adjusted by the National Geodetic Survey in 1992..
 MU0625.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0625.rate of 0.0 thru 1.0 mm/km.
 MU0625
 MU0625.The geoid height was determined by GEOID03.
 MU0625
 MU0625.The dynamic height is computed by dividing the NAVD 88
 MU0625.geopotential number by the normal gravity value computed on the
 MU0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0625.degrees latitude (g = 980.6199 gals.).
 MU0625
 MU0625.The modeled gravity was interpolated from observed gravity values.
 MU0625
 MU0625;                    North         East    Units  Estimated Accuracy
 MU0625;SPC NV E     - 8,761,910.      103,800.      MT  (+/- 180 meters Scaled)
 MU0625
 MU0625                          SUPERSEDED SURVEY CONTROL
 MU0625
 MU0625.No superseded survey control is available for this station.
 MU0625
 MU0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG218063(NAD 83)
 MU0625_MARKER: DD = SURVEY DISK
 MU0625_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0625_SP_SET: COPPER-CLAD STEEL ROD
 MU0625_STAMPING: 19 BKC 1973 5402
 MU0625_MARK LOGO: USGS  
 MU0625_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0625+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0625
 MU0625  HISTORY     - Date     Condition        Report By
 MU0625  HISTORY     - 1973     MONUMENTED       USGS
 MU0625
 MU0625                          STATION DESCRIPTION
 MU0625
 MU0625'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0625'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0625'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0625'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0625'ALONG ROAD, THENCE 6.0 MILES NORTH-NORTHWEST ALONG ROAD, 7.6 MILES
 MU0625'WEST 7.9 MILES NORTHWEST OF WINTERS RANCH -STONE HOUSE-, 61 FEET WEST
 MU0625'OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTH OF A ROCK MOUND, A COPPER-
 MU0625'COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0416 ***********************************************************************
 HP0416  DESIGNATION -  19 DOR
 HP0416  PID         -  HP0416
 HP0416  STATE/COUNTY-  NV/LINCOLN
 HP0416  USGS QUAD   -  DEADMAN SPRING (1970)
 HP0416
 HP0416                         *CURRENT SURVEY CONTROL
 HP0416  ___________________________________________________________________
 HP0416* NAD 83(1986)-  37 56 58.     (N)    114 58 34.     (W)     SCALED    
 HP0416* NAVD 88     -      1466.474  (meters)    4811.26   (feet)  ADJUSTED  
 HP0416  ___________________________________________________________________
 HP0416  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 HP0416  DYNAMIC HT  -        1464.895 (meters)    4806.08  (feet)  COMP
 HP0416  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 HP0416
 HP0416  VERT ORDER  -  SECOND    CLASS 0
 HP0416
 HP0416.The horizontal coordinates were scaled from a topographic map and have
 HP0416.an estimated accuracy of +/- 6 seconds.
 HP0416
 HP0416.The orthometric height was determined by differential leveling
 HP0416.and adjusted by the National Geodetic Survey in June 1991..
 HP0416
 HP0416.The geoid height was determined by GEOID03.
 HP0416
 HP0416.The dynamic height is computed by dividing the NAVD 88
 HP0416.geopotential number by the normal gravity value computed on the
 HP0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0416.degrees latitude (g = 980.6199 gals.).
 HP0416
 HP0416.The modeled gravity was interpolated from observed gravity values.
 HP0416
 HP0416;                    North         East    Units  Estimated Accuracy
 HP0416;SPC NV E     - 8,355,170.      253,370.      MT  (+/- 180 meters Scaled)
 HP0416
 HP0416                          SUPERSEDED SURVEY CONTROL
 HP0416
 HP0416.No superseded survey control is available for this station.
 HP0416
 HP0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC778021(NAD 83)
 HP0416_MARKER: DD = SURVEY DISK
 HP0416_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0416_SP_SET: COPPER-CLAD STEEL ROD
 HP0416_STAMPING: 19 DOR 1968 4808
 HP0416_MARK LOGO: USGS  
 HP0416_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0416+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0416
 HP0416  HISTORY     - Date     Condition        Report By
 HP0416  HISTORY     - 1968     MONUMENTED       USGS
 HP0416
 HP0416                          STATION DESCRIPTION
 HP0416
 HP0416'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0416'FROM THE POST OFFICE IN HIKO,  PROCEED 31.5 MILES NORTHEAST ALONG
 HP0416'HIGHWAY 38 TO TOP OF A RISE, 142 FEET NORTH OF A DRY WASH, 30 FEET
 HP0416'WEST AND 2 FEET HIGHER THAN THE ROAD, 2 FEET EAST OF A WITNESS SIGN,
 HP0416'ON A COPPER-COATED ROD ENCASED BY A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0558 ***********************************************************************
 JP0558  DESIGNATION -  19 DOR
 JP0558  PID         -  JP0558
 JP0558  STATE/COUNTY-  NV/LINCOLN
 JP0558  USGS QUAD   -  SIDEHILL SPRING (1971)
 JP0558
 JP0558                         *CURRENT SURVEY CONTROL
 JP0558  ___________________________________________________________________
 JP0558* NAD 83(1986)-  38 27 10.     (N)    114 48 12.     (W)     SCALED    
 JP0558* NAVD 88     -      1835.209  (meters)    6021.01   (feet)  ADJUSTED  
 JP0558  ___________________________________________________________________
 JP0558  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 JP0558  DYNAMIC HT  -        1833.157 (meters)    6014.28  (feet)  COMP
 JP0558  MODELED GRAV-     979,445.7   (mgal)                       NAVD 88
 JP0558
 JP0558  VERT ORDER  -  SECOND    CLASS 0
 JP0558
 JP0558.The horizontal coordinates were scaled from a topographic map and have
 JP0558.an estimated accuracy of +/- 6 seconds.
 JP0558
 JP0558.The orthometric height was determined by differential leveling
 JP0558.and adjusted by the National Geodetic Survey in August 1995..
 JP0558
 JP0558.The geoid height was determined by GEOID03.
 JP0558
 JP0558.The dynamic height is computed by dividing the NAVD 88
 JP0558.geopotential number by the normal gravity value computed on the
 JP0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0558.degrees latitude (g = 980.6199 gals.).
 JP0558
 JP0558.The modeled gravity was interpolated from observed gravity values.
 JP0558
 JP0558;                    North         East    Units  Estimated Accuracy
 JP0558;SPC NV E     - 8,411,150.      268,080.      MT  (+/- 180 meters Scaled)
 JP0558
 JP0558                          SUPERSEDED SURVEY CONTROL
 JP0558
 JP0558.No superseded survey control is available for this station.
 JP0558
 JP0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC916583(NAD 83)
 JP0558_MARKER: DD = SURVEY DISK
 JP0558_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0558_SP_SET: COPPER-CLAD STEEL ROD
 JP0558_STAMPING: 19 DOR 1971 6017
 JP0558_MARK LOGO: USGS  
 JP0558_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0558
 JP0558  HISTORY     - Date     Condition        Report By
 JP0558  HISTORY     - 1971     MONUMENTED       USGS
 JP0558
 JP0558                          STATION DESCRIPTION
 JP0558
 JP0558'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0558'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0558'HIGHWAY 93 TO A T-ROAD WEST, THENCE 8.5 MILES WEST TO A GATE AND A
 JP0558'ROAD SOUTH, THENCE 9.4 MILES SOUTH, 0.4 MILE NORTH OF A T-ROAD WEST,
 JP0558'56 FEET EAST OF A TRACK ROAD, 40 FEET WEST OF THE CENTERLINE OF THE
 JP0558'ROAD, 2 FEET EAST OF A WITNESS POST, A 5/8 INCH COPPER COATED ROD
 JP0558'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0583 ***********************************************************************
 JP0583  DESIGNATION -  19 DOR
 JP0583  PID         -  JP0583
 JP0583  STATE/COUNTY-  NV/WHITE PINE
 JP0583  USGS QUAD   -  WHITE ROCK CREEK (1973)
 JP0583
 JP0583                         *CURRENT SURVEY CONTROL
 JP0583  ___________________________________________________________________
 JP0583* NAD 83(1986)-  38 55 38.     (N)    114 48 19.     (W)     SCALED    
 JP0583* NAVD 88     -      2100.498  (meters)    6891.38   (feet)  ADJUSTED  
 JP0583  ___________________________________________________________________
 JP0583  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 JP0583  DYNAMIC HT  -        2098.141 (meters)    6883.65  (feet)  COMP
 JP0583  MODELED GRAV-     979,430.5   (mgal)                       NAVD 88
 JP0583
 JP0583  VERT ORDER  -  SECOND    CLASS 0
 JP0583
 JP0583.The horizontal coordinates were scaled from a topographic map and have
 JP0583.an estimated accuracy of +/- 6 seconds.
 JP0583
 JP0583.The orthometric height was determined by differential leveling
 JP0583.and adjusted by the National Geodetic Survey in August 1995..
 JP0583
 JP0583.The geoid height was determined by GEOID03.
 JP0583
 JP0583.The dynamic height is computed by dividing the NAVD 88
 JP0583.geopotential number by the normal gravity value computed on the
 JP0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0583.degrees latitude (g = 980.6199 gals.).
 JP0583
 JP0583.The modeled gravity was interpolated from observed gravity values.
 JP0583
 JP0583;                    North         East    Units  Estimated Accuracy
 JP0583;SPC NV E     - 8,463,810.      267,460.      MT  (+/- 180 meters Scaled)
 JP0583
 JP0583                          SUPERSEDED SURVEY CONTROL
 JP0583
 JP0583.No superseded survey control is available for this station.
 JP0583
 JP0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD902109(NAD 83)
 JP0583_MARKER: DD = SURVEY DISK
 JP0583_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0583_SP_SET: COPPER-CLAD STEEL ROD
 JP0583_STAMPING: 19 DOR 1973 6887
 JP0583_MARK LOGO: USGS  
 JP0583_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0583
 JP0583  HISTORY     - Date     Condition        Report By
 JP0583  HISTORY     - 1973     MONUMENTED       USGS
 JP0583
 JP0583                          STATION DESCRIPTION
 JP0583
 JP0583'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0583'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0583'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 18.4 MILES
 JP0583'SOUTH, ABOUT 0.5 MILE WEST OF CATTLE CAMP WASH WELL, 100 FEET EAST OF
 JP0583'THE CENTERLINE OF THE ROAD, 65 FEET EAST OF A FENCE, 60 FEET EAST OF
 JP0583'A WASH, 0.5 FOOT SOUTH OF A FENCE, ON A 5/8 INCH COPPER COATED ROD
 JP0583'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0548 ***********************************************************************
 MU0548  DESIGNATION -  19 FMK
 MU0548  PID         -  MU0548
 MU0548  STATE/COUNTY-  NV/ELKO
 MU0548  USGS QUAD   -  BURNER HILLS (1974)
 MU0548
 MU0548                         *CURRENT SURVEY CONTROL
 MU0548  ___________________________________________________________________
 MU0548* NAD 83(1986)-  41 22 46.     (N)    116 38 57.     (W)     SCALED    
 MU0548* NAVD 88     -      1903.854  (meters)    6246.23   (feet)  POSTED    
 MU0548  ___________________________________________________________________
 MU0548  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 MU0548  DYNAMIC HT  -        1902.310 (meters)    6241.16  (feet)  COMP
 MU0548  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 MU0548
 MU0548  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0548
 MU0548.The horizontal coordinates were scaled from a topographic map and have
 MU0548.an estimated accuracy of +/- 6 seconds.
 MU0548
 MU0548.The orthometric height was determined by differential leveling
 MU0548.and adjusted by the National Geodetic Survey in 1992..
 MU0548.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0548.rate of 0.0 thru 1.0 mm/km.
 MU0548
 MU0548.The geoid height was determined by GEOID03.
 MU0548
 MU0548.The dynamic height is computed by dividing the NAVD 88
 MU0548.geopotential number by the normal gravity value computed on the
 MU0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0548.degrees latitude (g = 980.6199 gals.).
 MU0548
 MU0548.The modeled gravity was interpolated from observed gravity values.
 MU0548
 MU0548;                    North         East    Units  Estimated Accuracy
 MU0548;SPC NV E     - 8,736,330.      110,850.      MT  (+/- 180 meters Scaled)
 MU0548
 MU0548                          SUPERSEDED SURVEY CONTROL
 MU0548
 MU0548.No superseded survey control is available for this station.
 MU0548
 MU0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF293809(NAD 83)
 MU0548_MARKER: DD = SURVEY DISK
 MU0548_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0548_SP_SET: COPPER-CLAD STEEL ROD
 MU0548_STAMPING: 19 FMK 1973 6243
 MU0548_MARK LOGO: USGS  
 MU0548_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0548+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0548
 MU0548  HISTORY     - Date     Condition        Report By
 MU0548  HISTORY     - 1973     MONUMENTED       USGS
 MU0548
 MU0548                          STATION DESCRIPTION
 MU0548
 MU0548'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0548'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0548'MILES EAST ALONG GRAVEL ROAD, THENCE 13.2 MILES NORTH ALONG DIRT ROAD,
 MU0548'6.0 MILES WEST AND 9.9 MILES SOUTH OF WINTERS RANCH -STONE HOUSE-, AT
 MU0548'A DIM TRACK ROAD EAST, 40 FEET SOUTH AND 45 FEET EAST OF THE ROAD
 MU0548'INTERSECTION, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER
 MU0548'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0613 ***********************************************************************
 JQ0613  DESIGNATION -  19 GWM
 JQ0613  PID         -  JQ0613
 JQ0613  STATE/COUNTY-  NV/NYE
 JQ0613  USGS QUAD   -  DOWNEYVILLE (1988)
 JQ0613
 JQ0613                         *CURRENT SURVEY CONTROL
 JQ0613  ___________________________________________________________________
 JQ0613* NAD 83(1994)-  38 55 05.96866(N)    117 58 45.93223(W)     ADJUSTED  
 JQ0613* NAVD 88     -      1426.62   (+/-2cm)    4680.5    (feet)  VERTCON   
 JQ0613  ___________________________________________________________________
 JQ0613  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 JQ0613  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 JQ0613
 JQ0613  HORZ ORDER  -  THIRD
 JQ0613  VERT ORDER  -  THIRD ? (See Below)
 JQ0613
 JQ0613.The horizontal coordinates were established by classical geodetic methods
 JQ0613.and adjusted by the National Geodetic Survey in June 1998..
 JQ0613
 JQ0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0613.The vertical order pertains to the NGVD 29 superseded value.
 JQ0613
 JQ0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0613
 JQ0613.The geoid height was determined by GEOID03.
 JQ0613
 JQ0613;                    North         East     Units Scale Factor Converg.
 JQ0613;SPC NV C     - 6,463,351.599   386,159.051   MT  1.00005953   -0 49 29.2
 JQ0613;SPC NV C     -21,205,179.37  1,266,923.49   sFT  1.00005953   -0 49 29.2
 JQ0613;UTM  11      - 4,308,168.974   415,091.520   MT  0.99968877   -0 36 55.2
 JQ0613
 JQ0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0613!SPC NV C     -   0.99977999  x   1.00005953  =   0.99983951
 JQ0613!UTM  11      -   0.99977999  x   0.99968877  =   0.99946883
 JQ0613
 JQ0613                          SUPERSEDED SURVEY CONTROL
 JQ0613
 JQ0613  NAD 83(1992)-  38 55 05.98857(N)    117 58 45.93015(W) AD(       ) 3
 JQ0613  NAD 83(1990)-  38 55 05.98503(N)    117 58 45.93485(W) AD(       ) 3
 JQ0613  NGVD 29 (03/27/92) 1425.58   (m)         4677.1    (f) LEVELING    3  
 JQ0613
 JQ0613.Superseded values are not recommended for survey control.
 JQ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0613.See file dsdata.txt to determine how the superseded data were derived.
 JQ0613
 JQ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD1509208169(NAD 83)
 JQ0613_MARKER: DS = TRIANGULATION STATION DISK
 JQ0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0613+STABILITY: SURFACE MOTION
 JQ0613
 JQ0613  HISTORY     - Date     Condition        Report By
 JQ0613  HISTORY     - 1944     MONUMENTED       USGS
 JQ0613
 JQ0613                          STATION DESCRIPTION
 JQ0613
 JQ0613'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 JQ0613'DESCRIBED IN USGS LEVEL LINE BY USGS, 1944, V 182, AS FOLLOWS--
 JQ0613'
 JQ0613'GABBS AIRPORT, 1.5 MI. SW. OF, 40 FT. N. OF BEND IN RD., IN CONCRETE
 JQ0613'POST, STANDARD TABLET STAMPED---GWM 19 1944 4678---.
 JQ0613'
 JQ0613'LOCATED BOUT 6 MI. NW. OF GABBS POST OFFICE, 2.6 MI. W. OF
 JQ0613'INTERSECTION WITH OLD STATE HIGHWAY 23, ON NORTH SIDE OF OLD
 JQ0613'DOWNEYVILLE-RAWHIDE RD.
 JQ0613'
 JQ0613'THERE IS A WINDMILL ON SOUTH END OF SMALL SHEET FROM BUILDING IN
 JQ0613'WASH, 331 FT. FROM STATION MARK IN BEARING N 51 DEG 46 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7043 ***********************************************************************
 AH7043  DESIGNATION -  19 GWM
 AH7043  PID         -  AH7043
 AH7043  STATE/COUNTY-  NV/ELKO
 AH7043  USGS QUAD   -  JACKSON SPRING (1982)
 AH7043
 AH7043                         *CURRENT SURVEY CONTROL
 AH7043  ___________________________________________________________________
 AH7043* NAD 83(1994)-  41 24 28.23567(N)    114 03 16.32221(W)     ADJUSTED  
 AH7043* NAVD 88     -      1542.37   (+/-2cm)    5060.3    (feet)  VERTCON   
 AH7043  ___________________________________________________________________
 AH7043  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AH7043  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 AH7043
 AH7043  HORZ ORDER  -  THIRD
 AH7043  VERT ORDER  -  THIRD ? (See Below)
 AH7043
 AH7043.The horizontal coordinates were established by classical geodetic methods
 AH7043.and adjusted by the National Geodetic Survey in January 1999..
 AH7043
 AH7043.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7043.The vertical order pertains to the NGVD 29 superseded value.
 AH7043
 AH7043.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7043
 AH7043.The geoid height was determined by GEOID03.
 AH7043
 AH7043;                    North         East     Units Scale Factor Converg.
 AH7043;SPC NV E     - 8,740,063.288   327,818.834   MT  1.00010100   +1 00 40.7
 AH7043;SPC NV E     -28,674,690.97  1,075,518.96   sFT  1.00010100   +1 00 40.7
 AH7043;UTM  11      - 4,588,220.743   746,198.705   MT  1.00034602   +1 56 56.9
 AH7043;UTM  12      - 4,588,536.790   244,683.711   MT  1.00040230   -2 01 17.0
 AH7043
 AH7043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7043!SPC NV E     -   0.99976073  x   1.00010100  =   0.99986170
 AH7043!UTM  11      -   0.99976073  x   1.00034602  =   1.00010666
 AH7043!UTM  12      -   0.99976073  x   1.00040230  =   1.00016293
 AH7043
 AH7043                          SUPERSEDED SURVEY CONTROL
 AH7043
 AH7043  NGVD 29 (01/22/99) 1541.29   (m)         5056.7    (f) LEVELING    3  
 AH7043
 AH7043.Superseded values are not recommended for survey control.
 AH7043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7043.See file dsdata.txt to determine how the superseded data were derived.
 AH7043
 AH7043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4619988221(NAD 83)
 AH7043_MARKER: Z = SEE DESCRIPTION
 AH7043_SETTING: 0 = UNSPECIFIED SETTING
 AH7043_MARK LOGO: USGS  
 AH7043_PROJECTION: FLUSH
 AH7043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7043
 AH7043  HISTORY     - Date     Condition        Report By
 AH7043  HISTORY     - 1939     MONUMENTED       USGS
 AH7043
 AH7043                          STATION DESCRIPTION
 AH7043
 AH7043'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 AH7043'DESCRIBED IN LEVEL LINE BY USGS, 1939, BOOK B 8248-50, AS FOLLOWS--
 AH7043'TECOMA SECTION HOUSES, 7.5 MI. N. OF, 0.2 MI. S. OF DIM CROSSROADS, 39
 AH7043'FT. E. OF RD., TOP OF CONCRETE POST, STANDARD TABLET ---STAMPED-- -GWM
 AH7043'19 1939 5057, METAL TAG ON STAKE ---STAMPED--- 5056.7.
 AH7043'STATION MARK--STANDARD BRASS TABLET ---STAMPED--- GWM 19 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0495 ***********************************************************************
 LS0495  DESIGNATION -  19 HJH
 LS0495  PID         -  LS0495
 LS0495  STATE/COUNTY-  NV/WASHOE
 LS0495  USGS QUAD   -  DOVE CREEK (1964)
 LS0495
 LS0495                         *CURRENT SURVEY CONTROL
 LS0495  ___________________________________________________________________
 LS0495* NAD 83(1986)-  40 01 48.     (N)    119 23 10.     (W)     SCALED    
 LS0495* NAVD 88     -      1210.695  (meters)    3972.09   (feet)  ADJUSTED  
 LS0495  ___________________________________________________________________
 LS0495  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 LS0495  DYNAMIC HT  -        1209.703 (meters)    3968.83  (feet)  COMP
 LS0495  MODELED GRAV-     979,764.6   (mgal)                       NAVD 88
 LS0495
 LS0495  VERT ORDER  -  SECOND    CLASS 0
 LS0495
 LS0495.The horizontal coordinates were scaled from a topographic map and have
 LS0495.an estimated accuracy of +/- 6 seconds.
 LS0495
 LS0495.The orthometric height was determined by differential leveling
 LS0495.and adjusted by the National Geodetic Survey in June 1991..
 LS0495
 LS0495.The geoid height was determined by GEOID03.
 LS0495
 LS0495.The dynamic height is computed by dividing the NAVD 88
 LS0495.geopotential number by the normal gravity value computed on the
 LS0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0495.degrees latitude (g = 980.6199 gals.).
 LS0495
 LS0495.The modeled gravity was interpolated from observed gravity values.
 LS0495
 LS0495;                    North         East    Units  Estimated Accuracy
 LS0495;SPC NV W     - 4,586,250.      731,480.      MT  (+/- 180 meters Scaled)
 LS0495
 LS0495                          SUPERSEDED SURVEY CONTROL
 LS0495
 LS0495  NGVD 29 (??/??/92) 1209.707  (m)         3968.85   (f) ADJ UNCH    2 0
 LS0495
 LS0495.Superseded values are not recommended for survey control.
 LS0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0495.See file dsdata.txt to determine how the superseded data were derived.
 LS0495
 LS0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE964338(NAD 83)
 LS0495_MARKER: DB = BENCH MARK DISK
 LS0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0495_SP_SET: CONCRETE POST
 LS0495_STAMPING: 19 HJH 1962 3969
 LS0495_MARK LOGO: USGS  
 LS0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0495+STABILITY: SURFACE MOTION
 LS0495
 LS0495  HISTORY     - Date     Condition        Report By
 LS0495  HISTORY     - 1962     MONUMENTED       USGS
 LS0495
 LS0495                          STATION DESCRIPTION
 LS0495
 LS0495'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0495'24.1 KM (15.00 MI) NORTH FROM NIXON.
 LS0495'15.O MILES NORTH OF NIXON ALONG STATE HIGHWAY 34 ON A SMALL RISE,
 LS0495'44 FEET EAST OF THE HIGHWAY CENTERLINE.
 LS0495'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0473 ***********************************************************************
 MV0473  DESIGNATION -  19 LRC
 MV0473  PID         -  MV0473
 MV0473  STATE/COUNTY-  NV/HUMBOLDT
 MV0473  USGS QUAD   -  PAIUTE MEADOWS (1972)
 MV0473
 MV0473                         *CURRENT SURVEY CONTROL
 MV0473  ___________________________________________________________________
 MV0473* NAD 83(1986)-  41 18 48.     (N)    118 54 30.     (W)     SCALED    
 MV0473* NAVD 88     -      1378.097  (meters)    4521.31   (feet)  ADJUSTED  
 MV0473  ___________________________________________________________________
 MV0473  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 MV0473  DYNAMIC HT  -        1377.123 (meters)    4518.11  (feet)  COMP
 MV0473  MODELED GRAV-     979,868.1   (mgal)                       NAVD 88
 MV0473
 MV0473  VERT ORDER  -  SECOND    CLASS 0
 MV0473
 MV0473.The horizontal coordinates were scaled from a topographic map and have
 MV0473.an estimated accuracy of +/- 6 seconds.
 MV0473
 MV0473.The orthometric height was determined by differential leveling
 MV0473.and adjusted by the National Geodetic Survey in June 1991..
 MV0473
 MV0473.The geoid height was determined by GEOID03.
 MV0473
 MV0473.The dynamic height is computed by dividing the NAVD 88
 MV0473.geopotential number by the normal gravity value computed on the
 MV0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0473.degrees latitude (g = 980.6199 gals.).
 MV0473
 MV0473.The modeled gravity was interpolated from observed gravity values.
 MV0473
 MV0473;                    North         East    Units  Estimated Accuracy
 MV0473;SPC NV W     - 4,728,490.      772,790.      MT  (+/- 180 meters Scaled)
 MV0473
 MV0473                          SUPERSEDED SURVEY CONTROL
 MV0473
 MV0473.No superseded survey control is available for this station.
 MV0473
 MV0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF402752(NAD 83)
 MV0473_MARKER: DD = SURVEY DISK
 MV0473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0473_SP_SET: COPPER-CLAD STEEL ROD
 MV0473_STAMPING: 19 LRC 1972 4518
 MV0473_MARK LOGO: USGS  
 MV0473_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0473+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0473
 MV0473  HISTORY     - Date     Condition        Report By
 MV0473  HISTORY     - 1972     MONUMENTED       USGS
 MV0473
 MV0473                          STATION DESCRIPTION
 MV0473
 MV0473'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0473'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0473'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0473'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0473'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0473'ALONG TRACK ROAD, THENCE 1.9 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0473'TOWARD LEONARD CREEK RANCH AT THE TOP OF A SLIGHT GRADE AND AT A BASE
 MV0473'OF A SMALL CONE-SHAPED HILL, 1.9 MILES NORTHEAST OF PAHUTE MEADOW
 MV0473'RANCH, 48 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD AND
 MV0473'OPPOSITE OF AN OLD ROAD JUNCTION, ENCASED IN DRAINPIPE CASING
 MV0473'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0446 ***********************************************************************
 HP0446  DESIGNATION -  19 LRC
 HP0446  PID         -  HP0446
 HP0446  STATE/COUNTY-  NV/LINCOLN
 HP0446  USGS QUAD   -  BLUE NOSE PEAK (1973)
 HP0446
 HP0446                         *CURRENT SURVEY CONTROL
 HP0446  ___________________________________________________________________
 HP0446* NAD 83(1986)-  37 08 55.     (N)    114 20 43.     (W)     SCALED    
 HP0446* NAVD 88     -      1057.082  (meters)    3468.11   (feet)  POSTED    
 HP0446  ___________________________________________________________________
 HP0446  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 HP0446  DYNAMIC HT  -        1055.990 (meters)    3464.53  (feet)  COMP
 HP0446  MODELED GRAV-     979,563.0   (mgal)                       NAVD 88
 HP0446
 HP0446  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0446
 HP0446.The horizontal coordinates were scaled from a topographic map and have
 HP0446.an estimated accuracy of +/- 6 seconds.
 HP0446
 HP0446.The orthometric height was determined by differential leveling
 HP0446.and adjusted by the National Geodetic Survey in 1992..
 HP0446.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0446.rate of 1.1 thru 2.0 mm/km.
 HP0446
 HP0446.The geoid height was determined by GEOID03.
 HP0446
 HP0446.The dynamic height is computed by dividing the NAVD 88
 HP0446.geopotential number by the normal gravity value computed on the
 HP0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0446.degrees latitude (g = 980.6199 gals.).
 HP0446
 HP0446.The modeled gravity was interpolated from observed gravity values.
 HP0446
 HP0446;                    North         East    Units  Estimated Accuracy
 HP0446;SPC NV E     - 8,266,840.      309,980.      MT  (+/- 180 meters Scaled)
 HP0446
 HP0446                          SUPERSEDED SURVEY CONTROL
 HP0446
 HP0446.No superseded survey control is available for this station.
 HP0446
 HP0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB357146(NAD 83)
 HP0446_MARKER: DD = SURVEY DISK
 HP0446_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0446_SP_SET: COPPER-CLAD STEEL ROD
 HP0446_STAMPING: 19 LRC 1973 3466
 HP0446_MARK LOGO: USGS  
 HP0446_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0446+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0446
 HP0446  HISTORY     - Date     Condition        Report By
 HP0446  HISTORY     - 1973     MONUMENTED       USGS
 HP0446
 HP0446                          STATION DESCRIPTION
 HP0446
 HP0446'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0446'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0446'MILES NORTH ALONG A GRAVEL ROAD TO A Y-ROAD, AT THE MOUTH OF A LARGE
 HP0446'DRAIN, THENCE 8.3 MILES EASTERLY ALONG ROAD TOWARD BEAVER DAM WASH TO
 HP0446'A DRAIN CROSSING, 0.8 MILES WEST OF A ROAD FORK, 100 FEET WEST-
 HP0446'NORTHWEST OF A DRAIN CROSSING, 53 FEET NORTH OF THE CENTER OF THE
 HP0446'ROAD ON A RISE, 52 FEET WEST-SOUTHWEST OF A LONE JOSHUA TREE, ON A
 HP0446'5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE
 HP0446'AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2417 ***********************************************************************
 AB2417  DESIGNATION -  19 RESET
 AB2417  PID         -  AB2417
 AB2417  STATE/COUNTY-  NV/WASHOE
 AB2417  USGS QUAD   -  RENO (1982)
 AB2417
 AB2417                         *CURRENT SURVEY CONTROL
 AB2417  ___________________________________________________________________
 AB2417* NAD 83(1986)-  39 32 26.     (N)    119 49 03.     (W)     SCALED    
 AB2417* NAVD 88     -      1393.97   (meters)    4573.4    (feet)  RESET     
 AB2417  ___________________________________________________________________
 AB2417  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AB2417
 AB2417  VERT ORDER  -  THIRD
 AB2417
 AB2417.The horizontal coordinates were scaled from a topographic map and have
 AB2417.an estimated accuracy of +/- 6 seconds.
 AB2417
 AB2417.The orthometric height was computed from unverified reset data.
 AB2417
 AB2417.The geoid height was determined by GEOID03.
 AB2417
 AB2417;                    North         East    Units  Estimated Accuracy
 AB2417;SPC NV W     - 4,532,330.      693,920.      MT  (+/- 180 meters Scaled)
 AB2417
 AB2417                          SUPERSEDED SURVEY CONTROL
 AB2417
 AB2417.No superseded survey control is available for this station.
 AB2417
 AB2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD578805(NAD 83)
 AB2417_MARKER: DB = BENCH MARK DISK
 AB2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2417_STAMPING: 19 RESET 1958
 AB2417_MARK LOGO: CGS   
 AB2417_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2417+STABILITY: SURFACE MOTION
 AB2417
 AB2417  HISTORY     - Date     Condition        Report By
 AB2417  HISTORY     - 1959     MONUMENTED       LOCENG
 AB2417
 AB2417                          STATION DESCRIPTION
 AB2417
 AB2417'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (ECS)
 AB2417'IN RENO, AT THE UNIVERSITY OF NEVADA, NEAR THE SOUTHEAST CORNER OF THE
 AB2417'NEW GYMNASIUM, SET WITH SIDEWALK LEVEL, 4 FOOT (1.2 M) EAST AND 3 FEET
 AB2417'(0.9 M) NORTH OF THE SOUTHEAST CORNER OF THE NEW GYMNASIUM BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0657 ***********************************************************************
 GS0657  DESIGNATION -  19 TJS
 GS0657  PID         -  GS0657
 GS0657  STATE/COUNTY-  NV/NYE
 GS0657  USGS QUAD   -  CRATER FLAT (1986)
 GS0657
 GS0657                         *CURRENT SURVEY CONTROL
 GS0657  ___________________________________________________________________
 GS0657* NAD 83(1986)-  36 48 29.     (N)    116 30 55.     (W)     SCALED    
 GS0657* NAVD 88     -      1074.467  (meters)    3525.15   (feet)  ADJUSTED  
 GS0657  ___________________________________________________________________
 GS0657  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 GS0657  DYNAMIC HT  -        1073.279 (meters)    3521.25  (feet)  COMP
 GS0657  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 GS0657
 GS0657  VERT ORDER  -  FIRST     CLASS I
 GS0657
 GS0657.The horizontal coordinates were scaled from a topographic map and have
 GS0657.an estimated accuracy of +/- 6 seconds.
 GS0657
 GS0657.The orthometric height was determined by differential leveling
 GS0657.and adjusted by the National Geodetic Survey in May 2004..
 GS0657
 GS0657.The geoid height was determined by GEOID03.
 GS0657
 GS0657.The dynamic height is computed by dividing the NAVD 88
 GS0657.geopotential number by the normal gravity value computed on the
 GS0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0657.degrees latitude (g = 980.6199 gals.).
 GS0657
 GS0657.The modeled gravity was interpolated from observed gravity values.
 GS0657
 GS0657;                    North         East    Units  Estimated Accuracy
 GS0657;SPC NV C     - 6,228,340.      513,510.      MT  (+/- 180 meters Scaled)
 GS0657
 GS0657                          SUPERSEDED SURVEY CONTROL
 GS0657
 GS0657  NAVD 88 (??/??/92) 1074.470  (m)         3525.16   (f) UNKNOWN     3 0
 GS0657  NGVD 29 (05/01/91) 1073.537  (m)         3522.10   (f) ADJUSTED    1 1
 GS0657
 GS0657.Superseded values are not recommended for survey control.
 GS0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0657.See file dsdata.txt to determine how the superseded data were derived.
 GS0657
 GS0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA432736(NAD 83)
 GS0657_MARKER: DB = BENCH MARK DISK
 GS0657_SETTING: 0 = UNSPECIFIED SETTING
 GS0657_STAMPING: 19 TJS 1983
 GS0657_MARK LOGO: USGS  
 GS0657_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0657
 GS0657  HISTORY     - Date     Condition        Report By
 GS0657  HISTORY     - 1983     MONUMENTED       USGS
 GS0657  HISTORY     - 1986     GOOD             USGS
 GS0657  HISTORY     - 1988     GOOD             USGS
 GS0657  HISTORY     - 19910204 GOOD             USGS
 GS0657  HISTORY     - 19921216 GOOD             USGS
 GS0657  HISTORY     - 19950103 GOOD             USGS
 GS0657
 GS0657                          STATION DESCRIPTION
 GS0657
 GS0657'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0657'40.4 KM (25.10 MI) ESE FROM BEATTY.
 GS0657'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0657'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0657'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0657'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0657'MORTHEASTERLY 2.3 MILES, 425 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GS0657'ROAD, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0657
 GS0657                          STATION RECOVERY (1986)
 GS0657
 GS0657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0657'RECOVERED IN GOOD CONDITION.
 GS0657
 GS0657                          STATION RECOVERY (1988)
 GS0657
 GS0657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0657'RECOVERED IN GOOD CONDITION.
 GS0657
 GS0657                          STATION RECOVERY (1991)
 GS0657
 GS0657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0657'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0657'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0657'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0657'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0657'NORTHEASTERLY 2.3 MILES, 425 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GS0657'ROAD, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0657
 GS0657                          STATION RECOVERY (1992)
 GS0657
 GS0657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0657'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0657'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0657'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0657'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0657'BEND IN THE ROAD, PROCEED NORTHEASTERLY 2.3 MILES (3.7 KM), 425 FEET
 GS0657'(129.5 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 6 FEET (1.8 M)
 GS0657'SOUTH OF A ROCK CAIRN.
 GS0657
 GS0657                          STATION RECOVERY (1995)
 GS0657
 GS0657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0657'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0694 ***********************************************************************
 KR0694  DESIGNATION -  2
 KR0694  PID         -  KR0694
 KR0694  STATE/COUNTY-  NV/CHURCHILL
 KR0694  USGS QUAD   -  HAZEN (1985)
 KR0694
 KR0694                         *CURRENT SURVEY CONTROL
 KR0694  ___________________________________________________________________
 KR0694* NAD 83(1986)-  39 30 09.     (N)    119 02 25.     (W)     SCALED    
 KR0694* NAVD 88     -      1257.84   (+/-2cm)    4126.8    (feet)  VERTCON   
 KR0694  ___________________________________________________________________
 KR0694  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 KR0694
 KR0694  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0694
 KR0694.The horizontal coordinates were scaled from a topographic map and have
 KR0694.an estimated accuracy of +/- 6 seconds.
 KR0694
 KR0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0694.The vertical order pertains to the NGVD 29 superseded value.
 KR0694
 KR0694.The geoid height was determined by GEOID03.
 KR0694
 KR0694;                    North         East    Units  Estimated Accuracy
 KR0694;SPC NV W     - 4,527,480.      760,700.      MT  (+/- 180 meters Scaled)
 KR0694
 KR0694                          SUPERSEDED SURVEY CONTROL
 KR0694
 KR0694  NGVD 29 (??/??/92) 1256.88   (m)         4123.6    (f) COMPUTED    2 0
 KR0694
 KR0694.Superseded values are not recommended for survey control.
 KR0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0694.See file dsdata.txt to determine how the superseded data were derived.
 KR0694
 KR0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD245745(NAD 83)
 KR0694_MARKER: DB = BENCH MARK DISK
 KR0694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0694
 KR0694  HISTORY     - Date     Condition        Report By
 KR0694  HISTORY     - UNK      MONUMENTED       CGS
 KR0694  HISTORY     - 1934     GOOD             NGS
 KR0694
 KR0694                          STATION DESCRIPTION
 KR0694
 KR0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KR0694'4.5 MI S FROM HAZEN.
 KR0694'4.5 MILES SOUTH BY RAIL IN THE WEST END OF THE NORTH ABUTMENT OF
 KR0694'RAILROAD BRIDGE NO. 292 - B, 1 FT. SOUTH OF NORTH EDGE OF ABUTMENT, 1
 KR0694'FT. EAST OF THE WEST EDGE, AND 10 FT. WEST OF THE CENTERLINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0243 ***********************************************************************
 JR0243  DESIGNATION -  2
 JR0243  PID         -  JR0243
 JR0243  STATE/COUNTY-  NV/MINERAL
 JR0243  USGS QUAD   -  BASALT (1982)
 JR0243
 JR0243                         *CURRENT SURVEY CONTROL
 JR0243  ___________________________________________________________________
 JR0243* NAD 83(1986)-  38 00 44.     (N)    118 16 33.     (W)     SCALED    
 JR0243* NAVD 88     -      1914.319  (meters)    6280.56   (feet)  ADJUSTED  
 JR0243  ___________________________________________________________________
 JR0243  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 JR0243  DYNAMIC HT  -        1912.101 (meters)    6273.28  (feet)  COMP
 JR0243  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 JR0243
 JR0243  VERT ORDER  -  FIRST     CLASS II
 JR0243
 JR0243.The horizontal coordinates were scaled from a topographic map and have
 JR0243.an estimated accuracy of +/- 6 seconds.
 JR0243
 JR0243.The orthometric height was determined by differential leveling
 JR0243.and adjusted by the National Geodetic Survey in June 1991..
 JR0243
 JR0243.The geoid height was determined by GEOID03.
 JR0243
 JR0243.The dynamic height is computed by dividing the NAVD 88
 JR0243.geopotential number by the normal gravity value computed on the
 JR0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0243.degrees latitude (g = 980.6199 gals.).
 JR0243
 JR0243.The modeled gravity was interpolated from observed gravity values.
 JR0243
 JR0243;                    North         East    Units  Estimated Accuracy
 JR0243;SPC NV W     - 4,362,010.      827,000.      MT  (+/- 180 meters Scaled)
 JR0243
 JR0243                          SUPERSEDED SURVEY CONTROL
 JR0243
 JR0243  NGVD 29 (??/??/92) 1912.985  (m)         6276.19   (f) ADJ UNCH    1 2
 JR0243
 JR0243.Superseded values are not recommended for survey control.
 JR0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0243.See file dsdata.txt to determine how the superseded data were derived.
 JR0243
 JR0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC880079(NAD 83)
 JR0243_MARKER: DD = SURVEY DISK
 JR0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0243_SP_SET: CONCRETE POST
 JR0243_STAMPING: 2 S-662-1 M1-10
 JR0243_MARK LOGO: NVDH  
 JR0243_PROJECTION: PROJECTING 5 CENTIMETERS
 JR0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0243+STABILITY: SURFACE MOTION
 JR0243
 JR0243  HISTORY     - Date     Condition        Report By
 JR0243  HISTORY     - UNK      MONUMENTED       NVDH
 JR0243  HISTORY     - 1955     GOOD             NGS
 JR0243  HISTORY     - 1986     GOOD             NGS
 JR0243
 JR0243                          STATION DESCRIPTION
 JR0243
 JR0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0243'0.5 MI NW FROM BASALT.
 JR0243'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 JR0243'U.S. HIGHWAY 6 AT BASALT, 50.0 FEET NORTHEAST OF THE CENTER
 JR0243'LINE OF THE HIGHWAY, 1.5 FEET SOUTHWEST OF A WITNESS POST,
 JR0243'ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 JR0243'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 JR0243
 JR0243                          STATION RECOVERY (1986)
 JR0243
 JR0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0243'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0243'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 JR0243'MONTGOMERY, THENCE 0.21 KM (0.13 MI) NORTH ALONG STATE HIGHWAY 360,
 JR0243'15.2 METERS (50.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 JR0243'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 JR0243'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0253 ***********************************************************************
 LS0253  DESIGNATION -  2
 LS0253  PID         -  LS0253
 LS0253  STATE/COUNTY-  NV/PERSHING
 LS0253  USGS QUAD   -  LOVELOCK (1987)
 LS0253
 LS0253                         *CURRENT SURVEY CONTROL
 LS0253  ___________________________________________________________________
 LS0253* NAD 83(1986)-  40 12 08.     (N)    118 28 35.     (W)     SCALED    
 LS0253* NAVD 88     -      1216.772  (meters)    3992.03   (feet)  ADJUSTED  
 LS0253  ___________________________________________________________________
 LS0253  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 LS0253  DYNAMIC HT  -        1215.796 (meters)    3988.82  (feet)  COMP
 LS0253  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 LS0253
 LS0253  VERT ORDER  -  SECOND    CLASS 0
 LS0253
 LS0253.The horizontal coordinates were scaled from a topographic map and have
 LS0253.an estimated accuracy of +/- 6 seconds.
 LS0253
 LS0253.The orthometric height was determined by differential leveling
 LS0253.and adjusted by the National Geodetic Survey in June 1991..
 LS0253
 LS0253.The geoid height was determined by GEOID03.
 LS0253
 LS0253.The dynamic height is computed by dividing the NAVD 88
 LS0253.geopotential number by the normal gravity value computed on the
 LS0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0253.degrees latitude (g = 980.6199 gals.).
 LS0253
 LS0253.The modeled gravity was interpolated from observed gravity values.
 LS0253
 LS0253;                    North         East    Units  Estimated Accuracy
 LS0253;SPC NV W     - 4,605,070.      809,100.      MT  (+/- 180 meters Scaled)
 LS0253
 LS0253                          SUPERSEDED SURVEY CONTROL
 LS0253
 LS0253  NGVD 29 (??/??/92) 1215.83   (m)         3988.9    (f) COMPUTED    2 0
 LS0253
 LS0253.Superseded values are not recommended for survey control.
 LS0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0253.See file dsdata.txt to determine how the superseded data were derived.
 LS0253
 LS0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE743512(NAD 83)
 LS0253_MARKER: DB = BENCH MARK DISK
 LS0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0253_STAMPING: 2 1934
 LS0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0253+STABILITY: SURFACE MOTION
 LS0253
 LS0253  HISTORY     - Date     Condition        Report By
 LS0253  HISTORY     - 1934     MONUMENTED       CGS
 LS0253  HISTORY     - 1951     GOOD             NGS
 LS0253
 LS0253                          STATION DESCRIPTION
 LS0253
 LS0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0253'1.5 MI N FROM LOVELOCK.
 LS0253'1.5 MILES NORTH ALONG CENTRAL STREET FROM THE COURTHOUSE IN LOVELOCK,
 LS0253'AT A T JUNCTION OF CENTRAL STREET AND A GRAVEL ROAD LEADING WEST, AT A
 LS0253'ROW OF COTTONWOOD TREES, 79.0 FEET WEST-NORTHWEST OF THE CENTER OF THE
 LS0253'T JUNCTION, 74 1/2 FEET WEST OF THE CENTER LINE OF CENTRAL STREET,
 LS0253'21.9 FEET WEST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 LS0253'CULVERT ACROSS THE ROAD LEADING WEST, 18.0 FEET NORTH OF THE CENTER
 LS0253'LINE OF THE ROAD LEADING WEST, 6.0 FEET SOUTH OF THE SOUTH EDGE OF AN
 LS0253'IRRIGATION DITCH RUNNING EAST AND WEST, 3.1 FEET SOUTH OF THE FENCE
 LS0253'LINE, 1.7 FEET EAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN
 LS0253'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 LS0253'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0674 ***********************************************************************
 KR0674  DESIGNATION -  2
 KR0674  PID         -  KR0674
 KR0674  STATE/COUNTY-  NV/WASHOE
 KR0674  USGS QUAD   -  PAH RAH MTN (1985)
 KR0674
 KR0674                         *CURRENT SURVEY CONTROL
 KR0674  ___________________________________________________________________
 KR0674* NAD 83(1986)-  39 52 29.     (N)    119 29 46.     (W)     SCALED    
 KR0674* NAVD 88     -      1184.825  (meters)    3887.21   (feet)  ADJUSTED  
 KR0674  ___________________________________________________________________
 KR0674  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 KR0674  DYNAMIC HT  -        1183.838 (meters)    3883.98  (feet)  COMP
 KR0674  MODELED GRAV-     979,752.2   (mgal)                       NAVD 88
 KR0674
 KR0674  VERT ORDER  -  FIRST     CLASS II
 KR0674
 KR0674.The horizontal coordinates were scaled from a topographic map and have
 KR0674.an estimated accuracy of +/- 6 seconds.
 KR0674
 KR0674.The orthometric height was determined by differential leveling
 KR0674.and adjusted by the National Geodetic Survey in June 1991..
 KR0674
 KR0674.The geoid height was determined by GEOID03.
 KR0674
 KR0674.The dynamic height is computed by dividing the NAVD 88
 KR0674.geopotential number by the normal gravity value computed on the
 KR0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0674.degrees latitude (g = 980.6199 gals.).
 KR0674
 KR0674.The modeled gravity was interpolated from observed gravity values.
 KR0674
 KR0674;                    North         East    Units  Estimated Accuracy
 KR0674;SPC NV W     - 4,569,100.      721,920.      MT  (+/- 180 meters Scaled)
 KR0674
 KR0674                          SUPERSEDED SURVEY CONTROL
 KR0674
 KR0674  NGVD 29 (??/??/92) 1183.832  (m)         3883.96   (f) ADJ UNCH    1 2
 KR0674
 KR0674.Superseded values are not recommended for survey control.
 KR0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0674.See file dsdata.txt to determine how the superseded data were derived.
 KR0674
 KR0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE865168(NAD 83)
 KR0674_MARKER: DD = SURVEY DISK
 KR0674_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0674_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0674_STAMPING: BM 3889 NO. 2 1911
 KR0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0674
 KR0674  HISTORY     - Date     Condition        Report By
 KR0674  HISTORY     - 1911     MONUMENTED       USGLO
 KR0674  HISTORY     - 1962     GOOD             NGS
 KR0674  HISTORY     - 1962     MARK NOT FOUND   NGS
 KR0674
 KR0674                          STATION DESCRIPTION
 KR0674
 KR0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KR0674'8.1 MI S FROM SUTCLIFFE.
 KR0674'8.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 KR0674'STATION AT SUTCLIFFE, WASHOE COUNTY, 8.3 MILES SOUTH BY ROAD FROM THE
 KR0674'TRADING POST, AND 200 FEET SOUTHWEST OF THE PRESENT OILED HIGHWAY.  A
 KR0674'UNITED STATES GENERAL LAND OFFICE STANDARD CAP, STAMPED BM 3889 NO. 2
 KR0674'1911 AND FASTENED ON THE TOP OF A PIPE.
 KR0674
 KR0674                          STATION RECOVERY (1962)
 KR0674
 KR0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KR0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1118 ***********************************************************************
 KR1118  DESIGNATION -  2
 KR1118  PID         -  KR1118
 KR1118  STATE/COUNTY-  NV/DOUGLAS
 KR1118  USGS QUAD   -  GENOA (1994)
 KR1118
 KR1118                         *CURRENT SURVEY CONTROL
 KR1118  ___________________________________________________________________
 KR1118* NAD 83(1986)-  39 04 25.     (N)    119 46 46.     (W)     SCALED    
 KR1118* NAVD 88     -      1422.28   (+/-2cm)    4666.3    (feet)  VERTCON   
 KR1118  ___________________________________________________________________
 KR1118  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 KR1118
 KR1118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1118
 KR1118.The horizontal coordinates were scaled from a topographic map and have
 KR1118.an estimated accuracy of +/- 6 seconds.
 KR1118
 KR1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1118.The vertical order pertains to the NGVD 29 superseded value.
 KR1118
 KR1118.The geoid height was determined by GEOID03.
 KR1118
 KR1118;                    North         East    Units  Estimated Accuracy
 KR1118;SPC NV W     - 4,480,450.      696,500.      MT  (+/- 180 meters Scaled)
 KR1118
 KR1118                          SUPERSEDED SURVEY CONTROL
 KR1118
 KR1118  NGVD 29 (??/??/92) 1421.14   (m)         4662.5    (f) COMPUTED    2 0
 KR1118
 KR1118.Superseded values are not recommended for survey control.
 KR1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1118.See file dsdata.txt to determine how the superseded data were derived.
 KR1118
 KR1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD595286(NAD 83)
 KR1118_MARKER: DB = BENCH MARK DISK
 KR1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1118_STAMPING: 2 4662.362
 KR1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1118+STABILITY: SURFACE MOTION
 KR1118
 KR1118  HISTORY     - Date     Condition        Report By
 KR1118  HISTORY     - UNK      MONUMENTED       CGS
 KR1118  HISTORY     - 1951     GOOD             NGS
 KR1118  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1118
 KR1118                          STATION DESCRIPTION
 KR1118
 KR1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1118'4.2 MI SW FROM STEWART.
 KR1118'1.0 MILES WEST OF THE POST OFFICE AT STEWART, THENCE 3.2 MILES SOUTH
 KR1118'ALONG U. S. HIGHWAY 395.  AT THE Y JUNCTION OF U. S. HIGHWAY 395 AND
 KR1118'THE VALLEY ROAD LEADING SOUTHWEST TO GENOA, 50 YARDS NORTHEAST OF A
 KR1118'CATTLE GUARD OVER THE GENOA ROAD, 94 FEET SOUTHWEST OF THE SOUTH END
 KR1118'OF A 30-INCH CORRUGATED METAL PIPE CULVERT, 51.2 FEET WEST OF THE
 KR1118'CENTER LINE OF THE HIGHWAY, 31 FEET NORTHWEST OF THE CENTER LINE OF
 KR1118'VALLEY ROAD, 1.8 FEET NORTHEAST OF A WITNESS POST, ABOUT 1/2-FOOT
 KR1118'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KR1118'PROJECTING 1.0 FEET ABOVE THE GROUND.
 KR1118
 KR1118                          STATION RECOVERY (1967)
 KR1118
 KR1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0920 ***********************************************************************
 GR0920  DESIGNATION -  2
 GR0920  PID         -  GR0920
 GR0920  STATE/COUNTY-  NV/CLARK
 GR0920  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0920
 GR0920                         *CURRENT SURVEY CONTROL
 GR0920  ___________________________________________________________________
 GR0920* NAD 83(1986)-  36 14 34.     (N)    115 02 05.     (W)     SCALED    
 GR0920* NAVD 88     -       573.170  (meters)    1880.48   (feet)  POSTED    
 GR0920  ___________________________________________________________________
 GR0920  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR0920  DYNAMIC HT  -         572.590 (meters)    1878.57  (feet)  COMP
 GR0920  MODELED GRAV-     979,601.1   (mgal)                       NAVD 88
 GR0920
 GR0920  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0920
 GR0920.The horizontal coordinates were scaled from a topographic map and have
 GR0920.an estimated accuracy of +/- 6 seconds.
 GR0920
 GR0920.The orthometric height was determined by differential leveling
 GR0920.and adjusted by the National Geodetic Survey in 1992..
 GR0920.No vertical observational check was made to the station.
 GR0920.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0920.was located on a no-check spur therefore a value was not computed.
 GR0920
 GR0920.The geoid height was determined by GEOID03.
 GR0920
 GR0920.The dynamic height is computed by dividing the NAVD 88
 GR0920.geopotential number by the normal gravity value computed on the
 GR0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0920.degrees latitude (g = 980.6199 gals.).
 GR0920
 GR0920.The modeled gravity was interpolated from observed gravity values.
 GR0920
 GR0920;                    North         East    Units  Estimated Accuracy
 GR0920;SPC NV E     - 8,165,750.      249,310.      MT  (+/- 180 meters Scaled)
 GR0920
 GR0920                          SUPERSEDED SURVEY CONTROL
 GR0920
 GR0920  NGVD 29 (??/??/92)  572.546  (m)         1878.43   (f) ADJ UNCH    1 1
 GR0920
 GR0920.Superseded values are not recommended for survey control.
 GR0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0920.See file dsdata.txt to determine how the superseded data were derived.
 GR0920
 GR0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA765126(NAD 83)
 GR0920_MARKER: DD = SURVEY DISK
 GR0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0920_STAMPING: 2
 GR0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0920+STABILITY: SURFACE MOTION
 GR0920
 GR0920  HISTORY     - Date     Condition        Report By
 GR0920  HISTORY     - UNK      MONUMENTED       USE
 GR0920  HISTORY     - 1950     GOOD             NGS
 GR0920  HISTORY     - 1965     MARK NOT FOUND   USGS
 GR0920
 GR0920                          STATION DESCRIPTION
 GR0920
 GR0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0920'IN LAS VEGAS ARMY AIR FIELD.
 GR0920'AT LAS VEGAS ARMY AIR FIELD, 106 FEET SOUTHWEST OF THE WEST CORNER OF
 GR0920'THE OLD WESTERN AIR LINES BUILDING (NOW BASE OPERATIONS BUILDING NO.
 GR0920'805), 23.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF BUILDING T 807,
 GR0920'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND IN THE
 GR0920'CENTER OF THE ROAD AND GUARDED BY FOUR 2-INCH IRON PIPES.
 GR0920
 GR0920                          STATION RECOVERY (1965)
 GR0920
 GR0920'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GR0920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0234 ***********************************************************************
 LS0234  DESIGNATION -  2
 LS0234  PID         -  LS0234
 LS0234  STATE/COUNTY-  NV/PERSHING
 LS0234  USGS QUAD   -  WILDHORSE PASS (1987)
 LS0234
 LS0234                         *CURRENT SURVEY CONTROL
 LS0234  ___________________________________________________________________
 LS0234* NAD 83(1986)-  40 05 07.     (N)    118 28 36.     (W)     SCALED    
 LS0234* NAVD 88     -      1195.088  (meters)    3920.88   (feet)  ADJUSTED  
 LS0234  ___________________________________________________________________
 LS0234  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 LS0234  DYNAMIC HT  -        1194.115 (meters)    3917.69  (feet)  COMP
 LS0234  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 LS0234
 LS0234  VERT ORDER  -  SECOND    CLASS 0
 LS0234
 LS0234.The horizontal coordinates were scaled from a topographic map and have
 LS0234.an estimated accuracy of +/- 6 seconds.
 LS0234
 LS0234.The orthometric height was determined by differential leveling
 LS0234.and adjusted by the National Geodetic Survey in June 1991..
 LS0234
 LS0234.The geoid height was determined by GEOID03.
 LS0234
 LS0234.The dynamic height is computed by dividing the NAVD 88
 LS0234.geopotential number by the normal gravity value computed on the
 LS0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0234.degrees latitude (g = 980.6199 gals.).
 LS0234
 LS0234.The modeled gravity was interpolated from observed gravity values.
 LS0234
 LS0234;                    North         East    Units  Estimated Accuracy
 LS0234;SPC NV W     - 4,592,090.      809,100.      MT  (+/- 180 meters Scaled)
 LS0234
 LS0234                          SUPERSEDED SURVEY CONTROL
 LS0234
 LS0234  NGVD 29 (??/??/92) 1194.15   (m)         3917.8    (f) COMPUTED    2 0
 LS0234
 LS0234.Superseded values are not recommended for survey control.
 LS0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0234.See file dsdata.txt to determine how the superseded data were derived.
 LS0234
 LS0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE741382(NAD 83)
 LS0234_MARKER: DD = SURVEY DISK
 LS0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0234+STABILITY: SURFACE MOTION
 LS0234
 LS0234  HISTORY     - Date     Condition        Report By
 LS0234  HISTORY     - UNK      MONUMENTED       NVDH
 LS0234  HISTORY     - 1951     GOOD             NGS
 LS0234  HISTORY     - 1983     MARK NOT FOUND   USGS
 LS0234
 LS0234                          STATION DESCRIPTION
 LS0234
 LS0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0234'6.7 MI S FROM LOVELOCK.
 LS0234'4.6 MILES SOUTH ALONG A PAVED ROAD ON THE EAST SIDE OF THE TRACKS FROM
 LS0234'THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT LOVELOCK, THENCE 2.1
 LS0234'MILES SOUTH ALONG A GRAVEL ROAD, AT AN INTERSECTION OF ROADS RUNNING
 LS0234'NORTH AND SOUTH AND EAST AND WEST, 60 1/2 FEET SOUTHWEST OF THE CENTER
 LS0234'OF THE INTERSECTION, 49 1/2 FEET WEST OF THE CENTER LINE OF THE NORTH
 LS0234'AND SOUTH ROAD, 43.2 FEET SOUTHWEST AND ACROSS THE ROAD LEADING WEST
 LS0234'FROM BENCH MARK M - 20 (USBR), 23 FEET SOUTH OF THE CENTER LINE OF THE
 LS0234'ROAD LEADING WEST, 3.1 FEET NORTH OF AN EAST AND WEST FENCE LINE, 0.8
 LS0234'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 LS0234'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LS0234
 LS0234                          STATION RECOVERY (1983)
 LS0234
 LS0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LS0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0141 ***********************************************************************
 KR0141  DESIGNATION -  2
 KR0141  PID         -  KR0141
 KR0141  STATE/COUNTY-  NV/CHURCHILL
 KR0141  USGS QUAD   -  FOURMILE FLAT (1972)
 KR0141
 KR0141                         *CURRENT SURVEY CONTROL
 KR0141  ___________________________________________________________________
 KR0141* NAD 83(1986)-  39 16 55.     (N)    118 25 36.     (W)     SCALED    
 KR0141* NAVD 88     -      1188.77   (+/-2cm)    3900.2    (feet)  VERTCON   
 KR0141  ___________________________________________________________________
 KR0141  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 KR0141
 KR0141  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0141
 KR0141.The horizontal coordinates were scaled from a topographic map and have
 KR0141.an estimated accuracy of +/- 6 seconds.
 KR0141
 KR0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0141.The vertical order pertains to the NGVD 29 superseded value.
 KR0141
 KR0141.The geoid height was determined by GEOID03.
 KR0141
 KR0141;                    North         East    Units  Estimated Accuracy
 KR0141;SPC NV W     - 4,502,910.      813,520.      MT  (+/- 180 meters Scaled)
 KR0141
 KR0141                          SUPERSEDED SURVEY CONTROL
 KR0141
 KR0141  NGVD 29 (??/??/92) 1187.793  (m)         3896.95   (f) ADJ UNCH    1 2
 KR0141
 KR0141.Superseded values are not recommended for survey control.
 KR0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0141.See file dsdata.txt to determine how the superseded data were derived.
 KR0141
 KR0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD769490(NAD 83)
 KR0141_MARKER: DD = SURVEY DISK
 KR0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0141_STAMPING: 2
 KR0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0141+STABILITY: SURFACE MOTION
 KR0141
 KR0141  HISTORY     - Date     Condition        Report By
 KR0141  HISTORY     - UNK      MONUMENTED       NVDH
 KR0141  HISTORY     - 1967     GOOD             NGS
 KR0141  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0141
 KR0141                          STATION DESCRIPTION
 KR0141
 KR0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0141'8.9 MI W FROM FRENCHMAN STATION.
 KR0141'ABOUT 8.9 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0141'SALT WELLS, OR ABOUT 10.8 MILES SOUTHEAST OF THE SERVICE STATION AT
 KR0141'SALT WELLS, IN SECTION 5, T 16 N, R 32 E, 0.4 MILE NORTHWEST OF THE
 KR0141'EAST END OF A LARGE DRY LAKE BED, 50 FEET NORTHEAST OF THE CENTER LINE
 KR0141'OF THE HIGHWAY, 1.8 FEET SOUTHWEST OF A WOODEN WITNESS POST, ABOUT 4
 KR0141'FEET BELOW THE LEVEL OF THE HIGHWAY, A NEVADA STATE HIGHWAY DEPARTMENT
 KR0141'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE
 KR0141'GROUND.
 KR0141
 KR0141                          STATION RECOVERY (1986)
 KR0141
 KR0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0141'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0247 ***********************************************************************
 KR0247  DESIGNATION -  2
 KR0247  PID         -  KR0247
 KR0247  STATE/COUNTY-  NV/CHURCHILL
 KR0247  USGS QUAD   -  GRIMES POINT (1985)
 KR0247
 KR0247                         *CURRENT SURVEY CONTROL
 KR0247  ___________________________________________________________________
 KR0247* NAD 83(1986)-  39 27 35.     (N)    118 44 44.     (W)     SCALED    
 KR0247* NAVD 88     -      1205.881  (meters)    3956.29   (feet)  ADJUSTED  
 KR0247  ___________________________________________________________________
 KR0247  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 KR0247  DYNAMIC HT  -        1204.841 (meters)    3952.88  (feet)  COMP
 KR0247  MODELED GRAV-     979,723.2   (mgal)                       NAVD 88
 KR0247
 KR0247  VERT ORDER  -  FIRST     CLASS II
 KR0247
 KR0247.The horizontal coordinates were scaled from a topographic map and have
 KR0247.an estimated accuracy of +/- 6 seconds.
 KR0247
 KR0247.The orthometric height was determined by differential leveling
 KR0247.and adjusted by the National Geodetic Survey in October 1991..
 KR0247.WARNING-Repeat measurements at this control monument indicate possible
 KR0247.vertical movement.
 KR0247
 KR0247.The geoid height was determined by GEOID03.
 KR0247
 KR0247.The dynamic height is computed by dividing the NAVD 88
 KR0247.geopotential number by the normal gravity value computed on the
 KR0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0247.degrees latitude (g = 980.6199 gals.).
 KR0247
 KR0247.The modeled gravity was interpolated from observed gravity values.
 KR0247
 KR0247;                    North         East    Units  Estimated Accuracy
 KR0247;SPC NV W     - 4,522,640.      786,040.      MT  (+/- 180 meters Scaled)
 KR0247
 KR0247                          SUPERSEDED SURVEY CONTROL
 KR0247
 KR0247  NAVD 88 (06/15/91) 1205.890  (m)         3956.32   (f) UNKNOWN     1 2
 KR0247  NGVD 29 (??/??/92) 1204.931  (m)         3953.18   (f) ADJ UNCH    1 2
 KR0247
 KR0247.Superseded values are not recommended for survey control.
 KR0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0247.See file dsdata.txt to determine how the superseded data were derived.
 KR0247
 KR0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD498692(NAD 83)
 KR0247_MARKER: DD = SURVEY DISK
 KR0247_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KR0247_SP_SET: RETAINING WALL
 KR0247_MARK LOGO: USGS  
 KR0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0247+STABILITY: SURFACE MOTION
 KR0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KR0247+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1991
 KR0247
 KR0247  HISTORY     - Date     Condition        Report By
 KR0247  HISTORY     - UNK      MONUMENTED       USGS
 KR0247  HISTORY     - 1967     GOOD             NGS
 KR0247  HISTORY     - 19910808 GOOD             NGS
 KR0247  HISTORY     - 20060311 GOOD             GEOCAC
 KR0247
 KR0247                          STATION DESCRIPTION
 KR0247
 KR0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0247'2.65 MI SE FROM FALLON.
 KR0247'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0247'FROM THE CITY HALL AT FALLON, THENCE 0.25 MILE SOUTH ALONG SHERMAN
 KR0247'STREET, THENCE 0.2 MILE EAST ALONG STILLWATER AVENUE, THENCE 0.8 MILE
 KR0247'SOUTH ALONG A PAVED ROAD WHICH WAS FORMERLY U.S. HIGHWAY 50 ALTERNATE,
 KR0247'THENCE 0.9 MILE EAST ALONG A PAVED ROAD, IN SECTION 5, T 18 N, R 29 E,
 KR0247'1.4 MILES NORTHWEST OF THE NORTH GATE OF THE FALLON NAVAL AIR STATION,
 KR0247'AT A LARGE CONCRETE STRUCTURE SUPPORTING 2 FLOODGATES IN THE L CANAL,
 KR0247'78 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE CENTER OF
 KR0247'THE TOP OF THE CONCRETE WALL DIVIDING THE 2 FLOODGATES, AND ABOUT 2
 KR0247'FEET ABOVE THE LEVEL OF THE ROAD.
 KR0247
 KR0247                          STATION RECOVERY (1991)
 KR0247
 KR0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KR0247'12.2 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR0247'IN FALLON, THENCE 7.3 KM (4.5 MI) WESTERLY ALONG WILDES ROAD, IN TOP
 KR0247'OF AND 0.8 M (2.6 FT) NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE
 KR0247'DIVIDER RETAINING WALL OF THE SOUTHWEST FLOOD GATE, 23.8 M (78.1 FT)
 KR0247'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 2.6 M (8.5
 KR0247'FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE CONCRETE RETAINING WALL OF
 KR0247'THE MAIN CANAL FLOOD GATE, AND 0.7 M (2.3 FT) WEST-NORTHWEST OF A
 KR0247'WATER GAUGE.  NOTE--THE DISK IS UNSTAMPED.
 KR0247
 KR0247                          STATION RECOVERY (2006)
 KR0247
 KR0247'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0247'OBSERVED GPSR COORDINATES N39 27 34.98, W118 44 43.32
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0197 ***********************************************************************
 JR0197  DESIGNATION -  2
 JR0197  PID         -  JR0197
 JR0197  STATE/COUNTY-  NV/MINERAL
 JR0197  USGS QUAD   -  SCHURZ (1988)
 JR0197
 JR0197                         *CURRENT SURVEY CONTROL
 JR0197  ___________________________________________________________________
 JR0197* NAD 83(1986)-  38 57 40.     (N)    118 48 35.     (W)     SCALED    
 JR0197* NAVD 88     -      1270.47   (+/-2cm)    4168.2    (feet)  VERTCON   
 JR0197  ___________________________________________________________________
 JR0197  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 JR0197
 JR0197  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0197
 JR0197.The horizontal coordinates were scaled from a topographic map and have
 JR0197.an estimated accuracy of +/- 6 seconds.
 JR0197
 JR0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0197.The vertical order pertains to the NGVD 29 superseded value.
 JR0197
 JR0197.The geoid height was determined by GEOID03.
 JR0197
 JR0197;                    North         East    Units  Estimated Accuracy
 JR0197;SPC NV W     - 4,467,310.      780,380.      MT  (+/- 180 meters Scaled)
 JR0197
 JR0197                          SUPERSEDED SURVEY CONTROL
 JR0197
 JR0197  NGVD 29 (??/??/92) 1269.41   (m)         4164.7    (f) COMPUTED    1 2
 JR0197
 JR0197.Superseded values are not recommended for survey control.
 JR0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0197.See file dsdata.txt to determine how the superseded data were derived.
 JR0197
 JR0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD432140(NAD 83)
 JR0197_MARKER: Z = SEE DESCRIPTION
 JR0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0197_SP_SET: CULVERT
 JR0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0197
 JR0197  HISTORY     - Date     Condition        Report By
 JR0197  HISTORY     - UNK      MONUMENTED       NVDH
 JR0197  HISTORY     - 1955     GOOD             NGS
 JR0197  HISTORY     - 1961     GOOD             NVDH
 JR0197
 JR0197                          STATION DESCRIPTION
 JR0197
 JR0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0197'0.9 MI N FROM SCHURZ.
 JR0197'0.9 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE CROSSING OF THE
 JR0197'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, 0.25 MILE SOUTH OF
 JR0197'THE Y JUNCTION OF A COUNTY GRADED ROAD LEADING NORTHEAST TO
 JR0197'RAWHIDE, AT AN 18-INCH CONCRETE PIPE CULVERT, IN THE TOP OF THE
 JR0197'NORTH END OF THE WEST CONCRETE HEAD WALL, 30.2 FEET WEST OF THE
 JR0197'CENTER LINE OF THE HIGHWAY, AND ABOUT 3 1/2 FEET LOWER THAN THE
 JR0197'HIGHWAY.
 JR0197
 JR0197                          STATION RECOVERY (1961)
 JR0197
 JR0197'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 JR0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0172 ***********************************************************************
 JQ0172  DESIGNATION -  2
 JQ0172  PID         -  JQ0172
 JQ0172  STATE/COUNTY-  NV/ESMERALDA
 JQ0172  USGS QUAD   -  MILLERS (1987)
 JQ0172
 JQ0172                         *CURRENT SURVEY CONTROL
 JQ0172  ___________________________________________________________________
 JQ0172* NAD 83(1986)-  38 08 33.     (N)    117 28 15.     (W)     SCALED    
 JQ0172* NAVD 88     -      1466.302  (meters)    4810.69   (feet)  ADJUSTED  
 JQ0172  ___________________________________________________________________
 JQ0172  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 JQ0172  DYNAMIC HT  -        1464.733 (meters)    4805.54  (feet)  COMP
 JQ0172  MODELED GRAV-     979,508.9   (mgal)                       NAVD 88
 JQ0172
 JQ0172  VERT ORDER  -  FIRST     CLASS II
 JQ0172
 JQ0172.The horizontal coordinates were scaled from a topographic map and have
 JQ0172.an estimated accuracy of +/- 6 seconds.
 JQ0172
 JQ0172.The orthometric height was determined by differential leveling
 JQ0172.and adjusted by the National Geodetic Survey in June 1991..
 JQ0172
 JQ0172.The geoid height was determined by GEOID03.
 JQ0172
 JQ0172.The dynamic height is computed by dividing the NAVD 88
 JQ0172.geopotential number by the normal gravity value computed on the
 JQ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0172.degrees latitude (g = 980.6199 gals.).
 JQ0172
 JQ0172.The modeled gravity was interpolated from observed gravity values.
 JQ0172
 JQ0172;                    North         East    Units  Estimated Accuracy
 JQ0172;SPC NV W     - 4,377,000.      897,520.      MT  (+/- 180 meters Scaled)
 JQ0172
 JQ0172                          SUPERSEDED SURVEY CONTROL
 JQ0172
 JQ0172.No superseded survey control is available for this station.
 JQ0172
 JQ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC587217(NAD 83)
 JQ0172_MARKER: DD = SURVEY DISK
 JQ0172_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0172_STAMPING: SPT 2
 JQ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0172+STABILITY: SURFACE MOTION
 JQ0172
 JQ0172  HISTORY     - Date     Condition        Report By
 JQ0172  HISTORY     - UNK      MONUMENTED       NVDH
 JQ0172  HISTORY     - 1953     GOOD             NGS
 JQ0172  HISTORY     - 1984     GOOD             NGS
 JQ0172
 JQ0172                          STATION DESCRIPTION
 JQ0172
 JQ0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0172'14.5 MI W FROM TONOPAH.
 JQ0172'14.5 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0172'TONOPAH, AT 18-INCH CORRUGATED METAL PIPE CULVERT D 837+50, IN THE TOP
 JQ0172'OF THE WEST END OF THE NORTH CONCRETE HEAD WALL, 18.9 FEET NORTH OF
 JQ0172'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 JQ0172'HIGHWAY.
 JQ0172
 JQ0172                          STATION RECOVERY (1984)
 JQ0172
 JQ0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0172'RECOVERED IN GOOD CONDITION.  EXCEPT DISK HAS NO PRECAST ORIGIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0254 ***********************************************************************
 LS0254  DESIGNATION -  2 1
 LS0254  PID         -  LS0254
 LS0254  STATE/COUNTY-  NV/PERSHING
 LS0254  USGS QUAD   -  LOVELOCK (1987)
 LS0254
 LS0254                         *CURRENT SURVEY CONTROL
 LS0254  ___________________________________________________________________
 LS0254* NAD 83(1986)-  40 12 07.     (N)    118 28 52.     (W)     SCALED    
 LS0254* NAVD 88     -      1216.019  (meters)    3989.56   (feet)  ADJUSTED  
 LS0254  ___________________________________________________________________
 LS0254  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 LS0254  DYNAMIC HT  -        1215.046 (meters)    3986.36  (feet)  COMP
 LS0254  MODELED GRAV-     979,783.6   (mgal)                       NAVD 88
 LS0254
 LS0254  VERT ORDER  -  SECOND    CLASS 0
 LS0254
 LS0254.The horizontal coordinates were scaled from a topographic map and have
 LS0254.an estimated accuracy of +/- 6 seconds.
 LS0254
 LS0254.The orthometric height was determined by differential leveling
 LS0254.and adjusted by the National Geodetic Survey in June 1991..
 LS0254
 LS0254.The geoid height was determined by GEOID03.
 LS0254
 LS0254.The dynamic height is computed by dividing the NAVD 88
 LS0254.geopotential number by the normal gravity value computed on the
 LS0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0254.degrees latitude (g = 980.6199 gals.).
 LS0254
 LS0254.The modeled gravity was interpolated from observed gravity values.
 LS0254
 LS0254;                    North         East    Units  Estimated Accuracy
 LS0254;SPC NV W     - 4,605,040.      808,700.      MT  (+/- 180 meters Scaled)
 LS0254
 LS0254                          SUPERSEDED SURVEY CONTROL
 LS0254
 LS0254  NGVD 29 (??/??/92) 1215.072  (m)         3986.45   (f) ADJ UNCH    2 0
 LS0254
 LS0254.Superseded values are not recommended for survey control.
 LS0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0254.See file dsdata.txt to determine how the superseded data were derived.
 LS0254
 LS0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE739512(NAD 83)
 LS0254_MARKER: DB = BENCH MARK DISK
 LS0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0254_STAMPING: 2 - 1
 LS0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0254+STABILITY: SURFACE MOTION
 LS0254
 LS0254  HISTORY     - Date     Condition        Report By
 LS0254  HISTORY     - UNK      MONUMENTED       CGS
 LS0254  HISTORY     - 1951     GOOD             NGS
 LS0254
 LS0254                          STATION DESCRIPTION
 LS0254
 LS0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0254'1.8 MI N FROM LOVELOCK.
 LS0254'1.5 MILES NORTH ALONG CENTRAL STREET FROM THE COURTHOUSE IN LOVELOCK,
 LS0254'THENCE 0.3 MILE WEST ALONG A GRAVEL ROAD, AT THE T JUNCTION OF A DIRT
 LS0254'TRACK ROAD LEADING SOUTH INTO A FIELD, 40 1/2 FEET SOUTHEAST OF THE
 LS0254'CENTER OF THE T JUNCTION, 24 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 LS0254'ROAD, 32.0 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 10.0 FEET
 LS0254'EAST OF THE EAST EDGE OF AN IRRIGATION DITCH LEADING SOUTH, 3.8 FEET
 LS0254'NORTH OF A FENCE LINE, 1.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 LS0254'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 LS0254'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1119 ***********************************************************************
 KR1119  DESIGNATION -  2 1
 KR1119  PID         -  KR1119
 KR1119  STATE/COUNTY-  NV/DOUGLAS
 KR1119  USGS QUAD   -  GENOA (1994)
 KR1119
 KR1119                         *CURRENT SURVEY CONTROL
 KR1119  ___________________________________________________________________
 KR1119* NAD 83(1986)-  39 04 09.     (N)    119 46 48.     (W)     SCALED    
 KR1119* NAVD 88     -      1417.94   (+/-2cm)    4652.0    (feet)  VERTCON   
 KR1119  ___________________________________________________________________
 KR1119  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 KR1119
 KR1119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1119
 KR1119.The horizontal coordinates were scaled from a topographic map and have
 KR1119.an estimated accuracy of +/- 6 seconds.
 KR1119
 KR1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1119.The vertical order pertains to the NGVD 29 superseded value.
 KR1119
 KR1119.The geoid height was determined by GEOID03.
 KR1119
 KR1119;                    North         East    Units  Estimated Accuracy
 KR1119;SPC NV W     - 4,479,960.      696,450.      MT  (+/- 180 meters Scaled)
 KR1119
 KR1119                          SUPERSEDED SURVEY CONTROL
 KR1119
 KR1119  NGVD 29 (??/??/92) 1416.81   (m)         4648.3    (f) COMPUTED    2 0
 KR1119
 KR1119.Superseded values are not recommended for survey control.
 KR1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1119.See file dsdata.txt to determine how the superseded data were derived.
 KR1119
 KR1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD594281(NAD 83)
 KR1119_MARKER: DB = BENCH MARK DISK
 KR1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1119_SP_SET: CONCRETE POST
 KR1119_STAMPING: 2-1 4648.097
 KR1119_MARK LOGO: CGS   
 KR1119_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1119+STABILITY: SURFACE MOTION
 KR1119
 KR1119  HISTORY     - Date     Condition        Report By
 KR1119  HISTORY     - UNK      MONUMENTED       CGS
 KR1119  HISTORY     - 1951     GOOD             NGS
 KR1119  HISTORY     - 19860424 GOOD             LOCENG
 KR1119
 KR1119                          STATION DESCRIPTION
 KR1119
 KR1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1119'4.5 MI SW FROM STEWART.
 KR1119'1.0 MILES WEST OF THE POST OFFICE AT STEWART.  THENCE 3.5 MILES SOUTH
 KR1119'ALONG U. S. HIGHWAY 395, ABOUT 0.3 MILES SOUTH ALONG U. S. HIGHWAY 395
 KR1119'FROM ITS JUNCTION WITH THE VALLEY ROAD LEADING SOUTHWEST TO GENOA, 82
 KR1119'FEET SOUTH OF A SIGN READING END 5 MILE TEST, 38.6 FEET WEST OF THE
 KR1119'CENTER LINE OF THE HIGHWAY, 1.6 FEET EAST OF A FENCE LINE, 1.6 FEET
 KR1119'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 KR1119'TOP OF A CONCRETE POST PROJECTING 0.7 FEET ABOVE THE GROUND.
 KR1119
 KR1119                          STATION RECOVERY (1986)
 KR1119
 KR1119'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1986
 KR1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0453 ***********************************************************************
 HQ0453  DESIGNATION -  2 4
 HQ0453  PID         -  HQ0453
 HQ0453  STATE/COUNTY-  NV/NYE
 HQ0453  USGS QUAD   -  OAK SPRING (1986)
 HQ0453
 HQ0453                         *CURRENT SURVEY CONTROL
 HQ0453  ___________________________________________________________________
 HQ0453* NAD 83(1986)-  37 09 38.     (N)    116 01 53.     (W)     SCALED    
 HQ0453* NAVD 88     -      1327.439  (meters)    4355.11   (feet)  ADJUSTED  
 HQ0453  ___________________________________________________________________
 HQ0453  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 HQ0453  DYNAMIC HT  -        1325.980 (meters)    4350.32  (feet)  COMP
 HQ0453  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 HQ0453
 HQ0453  VERT ORDER  -  SECOND    CLASS 0
 HQ0453
 HQ0453.The horizontal coordinates were scaled from a topographic map and have
 HQ0453.an estimated accuracy of +/- 6 seconds.
 HQ0453
 HQ0453.The orthometric height was determined by differential leveling
 HQ0453.and adjusted by the National Geodetic Survey in June 1991..
 HQ0453
 HQ0453.The geoid height was determined by GEOID03.
 HQ0453
 HQ0453.The dynamic height is computed by dividing the NAVD 88
 HQ0453.geopotential number by the normal gravity value computed on the
 HQ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0453.degrees latitude (g = 980.6199 gals.).
 HQ0453
 HQ0453.The modeled gravity was interpolated from observed gravity values.
 HQ0453
 HQ0453;                    North         East    Units  Estimated Accuracy
 HQ0453;SPC NV C     - 6,267,630.      556,420.      MT  (+/- 180 meters Scaled)
 HQ0453
 HQ0453                          SUPERSEDED SURVEY CONTROL
 HQ0453
 HQ0453  NGVD 29 (??/??/92) 1326.486  (m)         4351.98   (f) ADJ UNCH    2 0
 HQ0453
 HQ0453.Superseded values are not recommended for survey control.
 HQ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0453.See file dsdata.txt to determine how the superseded data were derived.
 HQ0453
 HQ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB860131(NAD 83)
 HQ0453_MARKER: DD = SURVEY DISK
 HQ0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0453_STAMPING: LOS ANGELES 2.4 1950
 HQ0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0453+STABILITY: SURFACE MOTION
 HQ0453
 HQ0453  HISTORY     - Date     Condition        Report By
 HQ0453  HISTORY     - 1950     MONUMENTED       USE
 HQ0453  HISTORY     - 1952     GOOD             NGS
 HQ0453
 HQ0453                          STATION DESCRIPTION
 HQ0453
 HQ0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0453'15.6 MI N FROM YUCCA PASS.
 HQ0453'13.15 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT
 HQ0453'OF YUCCA PASS, THENCE 0.4 MILE NORTH ALONG A GRAVELED ROAD,
 HQ0453'THENCE 2.0 MILES NORTH ALONG A ROCKY TRACK ROAD, 0.15 MILE NORTH
 HQ0453'OF A ROAD INTERSECTION, ON THE WEST SLOPE OF A LONG HILL, 23
 HQ0453'FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 1.3 FEET NORTH
 HQ0453'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HQ0453'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0887 ***********************************************************************
 MT0887  DESIGNATION -  2 42B
 MT0887  PID         -  MT0887
 MT0887  STATE/COUNTY-  NV/ELKO
 MT0887  USGS QUAD   -  CALIFORNIA MTN (1982)
 MT0887
 MT0887                         *CURRENT SURVEY CONTROL
 MT0887  ___________________________________________________________________
 MT0887* NAD 83(1994)-  41 23 09.71838(N)    115 57 28.81744(W)     ADJUSTED  
 MT0887* NAVD 88     -      2599.2    (meters)    8528.     (feet)  VERTCON   
 MT0887  ___________________________________________________________________
 MT0887  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 MT0887  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 MT0887
 MT0887  HORZ ORDER  -  THIRD
 MT0887
 MT0887.The horizontal coordinates were established by classical geodetic methods
 MT0887.and adjusted by the National Geodetic Survey in June 1998..
 MT0887
 MT0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0887
 MT0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0887
 MT0887.The geoid height was determined by GEOID03.
 MT0887
 MT0887;                    North         East     Units Scale Factor Converg.
 MT0887;SPC NV E     - 8,736,580.941   168,664.686   MT  0.99991208   -0 14 51.7
 MT0887;SPC NV E     -28,663,265.97    553,360.72   sFT  0.99991208   -0 14 51.7
 MT0887;UTM  11      - 4,582,135.591   587,120.714   MT  0.99969341   +0 41 20.2
 MT0887
 MT0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0887!SPC NV E     -   0.99959518  x   0.99991208  =   0.99950730
 MT0887!UTM  11      -   0.99959518  x   0.99969341  =   0.99928872
 MT0887
 MT0887                          SUPERSEDED SURVEY CONTROL
 MT0887
 MT0887  NAD 83(1986)-  41 23 09.71831(N)    115 57 28.80756(W) AD(       ) 3
 MT0887  NGVD 29 (11/02/93) 2597.9    (m)         8523.     (f) VERT ANG       
 MT0887
 MT0887.Superseded values are not recommended for survey control.
 MT0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0887.See file dsdata.txt to determine how the superseded data were derived.
 MT0887
 MT0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF8712182136(NAD 83)
 MT0887_MARKER: X = CHISELED CROSS
 MT0887_SETTING: 66 = SET IN ROCK OUTCROP
 MT0887_SP_SET: SET IN ROCK OUTCROP
 MT0887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0887+STABILITY: POSITION/ELEVATION WELL
 MT0887
 MT0887  HISTORY     - Date     Condition        Report By
 MT0887  HISTORY     - 1970     MONUMENTED       USGS
 MT0887
 MT0887                          STATION DESCRIPTION
 MT0887
 MT0887'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 MT0887'LOCATED ABOUT 16.9 MI NW. OF JCT. OF STATE HWYS. 51 AND 11, ABOUT
 MT0887'10.1 MI SW. OF NORTH FORK, ABOUT 8.4 MI W. OF STATE HWY. 51.  ON
 MT0887'HIGHEST POINT OF ROCK OUTCROP ON HIGHEST POINT OF BARE MOUNTAIN
 MT0887'CALLED CALIFORNIA MOUNTAIN.
 MT0887'
 MT0887'STATION REACHED BY HELICOPTER.
 MT0887'
 MT0887'STATION MARK--CHISELED CROSS ON HIGHEST POINT OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1317 ***********************************************************************
 JR1317  DESIGNATION -  2 64 A
 JR1317  PID         -  JR1317
 JR1317  STATE/COUNTY-  NV/LYON
 JR1317  USGS QUAD   -  WILSON CANYON (1986)
 JR1317
 JR1317                         *CURRENT SURVEY CONTROL
 JR1317  ___________________________________________________________________
 JR1317* NAD 83(1994)-  38 47 27.58710(N)    119 11 29.74202(W)     ADJUSTED  
 JR1317* NAVD 88     -      1841.8    (meters)    6043.     (feet)  VERTCON   
 JR1317  ___________________________________________________________________
 JR1317  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 JR1317  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 JR1317
 JR1317  HORZ ORDER  -  THIRD
 JR1317
 JR1317.The horizontal coordinates were established by classical geodetic methods
 JR1317.and adjusted by the National Geodetic Survey in June 1998..
 JR1317
 JR1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1317
 JR1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1317
 JR1317.The geoid height was determined by GEOID03.
 JR1317
 JR1317;                    North         East     Units Scale Factor Converg.
 JR1317;SPC NV W     - 4,448,574.316   747,158.884   MT  0.99993437   -0 22 51.9
 JR1317;SPC NV W     -14,595,030.90  2,451,303.77   sFT  0.99993437   -0 22 51.9
 JR1317;UTM  11      - 4,295,864.865   309,658.819   MT  1.00004615   -1 22 24.3
 JR1317
 JR1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1317!SPC NV W     -   0.99971500  x   0.99993437  =   0.99964938
 JR1317!UTM  11      -   0.99971500  x   1.00004615  =   0.99976113
 JR1317
 JR1317                          SUPERSEDED SURVEY CONTROL
 JR1317
 JR1317  NAD 83(1992)-  38 47 27.59108(N)    119 11 29.72854(W) AD(       ) 3
 JR1317  NGVD 29 (03/15/94) 1840.7    (m)         6039.     (f) VERT ANG       
 JR1317
 JR1317.Superseded values are not recommended for survey control.
 JR1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1317.See file dsdata.txt to determine how the superseded data were derived.
 JR1317
 JR1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC0965995865(NAD 83)
 JR1317_MARKER: DS = TRIANGULATION STATION DISK
 JR1317_SETTING: 80 = SET IN A BOULDER
 JR1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR1317+STABILITY: SURFACE MOTION
 JR1317
 JR1317  HISTORY     - Date     Condition        Report By
 JR1317  HISTORY     - 1955     MONUMENTED       USGS
 JR1317
 JR1317                          STATION DESCRIPTION
 JR1317
 JR1317'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JR1317'LOCATED ABOUT 13.3 MI S. OF YERINGTON, 6 MI ENE. OF SMITH, 1.3 MI
 JR1317'S. OF BRIDGE ON STATE HWY. 3.  ON HIGHEST PART OF SMALL TOP, AT
 JR1317'ENTRANCE TO WILSON CANYON, ON HIGHEST POINT IN VICINITY.
 JR1317'
 JR1317'TO REACH FROM SMITH POST OFFICE, DRIVE 5.7 MI ENE. ON STATE HWY.
 JR1317'3 TOWARD YERINGTON TO BRIDGE AT ENTRANCE TO WILSON CANYON AND END
 JR1317'OF RD.  PACK S. TO HIGHEST POINT AND STATION.  ABOUT A 1-HOUR
 JR1317'PACK.
 JR1317'
 JR1317'STATION MARK--NGS AND NVGS DISK, UNSTAMPED, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0398 ***********************************************************************
 HP0398  DESIGNATION -  2 DOR
 HP0398  PID         -  HP0398
 HP0398  STATE/COUNTY-  NV/LINCOLN
 HP0398  USGS QUAD   -  WHITE RIVER NARROWS (1970)
 HP0398
 HP0398                         *CURRENT SURVEY CONTROL
 HP0398  ___________________________________________________________________
 HP0398* NAD 83(1986)-  37 45 04.     (N)    115 06 35.     (W)     SCALED    
 HP0398* NAVD 88     -      1295.112  (meters)    4249.05   (feet)  ADJUSTED  
 HP0398  ___________________________________________________________________
 HP0398  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 HP0398  DYNAMIC HT  -        1293.740 (meters)    4244.55  (feet)  COMP
 HP0398  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 HP0398
 HP0398  VERT ORDER  -  SECOND    CLASS 0
 HP0398
 HP0398.The horizontal coordinates were scaled from a topographic map and have
 HP0398.an estimated accuracy of +/- 6 seconds.
 HP0398
 HP0398.The orthometric height was determined by differential leveling
 HP0398.and adjusted by the National Geodetic Survey in June 1991..
 HP0398
 HP0398.The geoid height was determined by GEOID03.
 HP0398
 HP0398.The dynamic height is computed by dividing the NAVD 88
 HP0398.geopotential number by the normal gravity value computed on the
 HP0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0398.degrees latitude (g = 980.6199 gals.).
 HP0398
 HP0398.The modeled gravity was interpolated from observed gravity values.
 HP0398
 HP0398;                    North         East    Units  Estimated Accuracy
 HP0398;SPC NV E     - 8,333,090.      241,740.      MT  (+/- 180 meters Scaled)
 HP0398
 HP0398                          SUPERSEDED SURVEY CONTROL
 HP0398
 HP0398  NGVD 29 (??/??/92) 1294.15   (m)         4245.9    (f) COMPUTED    2 0
 HP0398
 HP0398.Superseded values are not recommended for survey control.
 HP0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0398.See file dsdata.txt to determine how the superseded data were derived.
 HP0398
 HP0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB665798(NAD 83)
 HP0398_MARKER: DD = SURVEY DISK
 HP0398_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0398_SP_SET: COPPER-CLAD STEEL ROD
 HP0398_STAMPING: 2 DOR 1968 4246
 HP0398_MARK LOGO: USGS  
 HP0398_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0398+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0398
 HP0398  HISTORY     - Date     Condition        Report By
 HP0398  HISTORY     - 1968     MONUMENTED       USGS
 HP0398
 HP0398                          STATION DESCRIPTION
 HP0398
 HP0398'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0398'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 14.6 MILES NORTHEAST
 HP0398'ALONG HIGHWAY 38, 100 FEET SOUTHEAST OF THE ROAD, 1 FOOT NORTHWEST OF
 HP0398'A WITNESS SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE
 HP0398'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0575 ***********************************************************************
 JP0575  DESIGNATION -  2 DOR
 JP0575  PID         -  JP0575
 JP0575  STATE/COUNTY-  NV/LINCOLN
 JP0575  USGS QUAD   -  MILK RANCH SPRING (1978)
 JP0575
 JP0575                         *CURRENT SURVEY CONTROL
 JP0575  ___________________________________________________________________
 JP0575* NAD 83(1986)-  38 35 25.     (N)    114 39 41.     (W)     SCALED    
 JP0575* NAVD 88     -      1858.623  (meters)    6097.83   (feet)  ADJUSTED  
 JP0575  ___________________________________________________________________
 JP0575  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 JP0575  DYNAMIC HT  -        1856.570 (meters)    6091.10  (feet)  COMP
 JP0575  MODELED GRAV-     979,457.8   (mgal)                       NAVD 88
 JP0575
 JP0575  VERT ORDER  -  SECOND    CLASS 0
 JP0575
 JP0575.The horizontal coordinates were scaled from a topographic map and have
 JP0575.an estimated accuracy of +/- 6 seconds.
 JP0575
 JP0575.The orthometric height was determined by differential leveling
 JP0575.and adjusted by the National Geodetic Survey in August 1995..
 JP0575
 JP0575.The geoid height was determined by GEOID03.
 JP0575
 JP0575.The dynamic height is computed by dividing the NAVD 88
 JP0575.geopotential number by the normal gravity value computed on the
 JP0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0575.degrees latitude (g = 980.6199 gals.).
 JP0575
 JP0575.The modeled gravity was interpolated from observed gravity values.
 JP0575
 JP0575;                    North         East    Units  Estimated Accuracy
 JP0575;SPC NV E     - 8,426,520.      280,320.      MT  (+/- 180 meters Scaled)
 JP0575
 JP0575                          SUPERSEDED SURVEY CONTROL
 JP0575
 JP0575.No superseded survey control is available for this station.
 JP0575
 JP0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC036739(NAD 83)
 JP0575_MARKER: DD = SURVEY DISK
 JP0575_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0575_SP_SET: COPPER-CLAD STEEL ROD
 JP0575_STAMPING: 2 DOR 1971 6094
 JP0575_MARK LOGO: USGS  
 JP0575_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0575
 JP0575  HISTORY     - Date     Condition        Report By
 JP0575  HISTORY     - 1971     MONUMENTED       USGS
 JP0575
 JP0575                          STATION DESCRIPTION
 JP0575
 JP0575'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0575'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0575'HIGHWAY 93 TO A T-ROAD WEST, THENCE 0.75 MILE WEST TO A TURN IN THE
 JP0575'FENCE, 50 FEET WEST OF THE TURN IN THE FENCE, 40 FEET SOUTHEAST OF
 JP0575'THE CENTERLINE OF THE ROAD, 30 FEET WEST OF A ROAD, 0.5 FOOT NORTH OF
 JP0575'A FENCE AND A WITNESS POST,  A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0575'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0445 ***********************************************************************
 KP0445  DESIGNATION -  2 DOR
 KP0445  PID         -  KP0445
 KP0445  STATE/COUNTY-  NV/WHITE PINE
 KP0445  USGS QUAD   -  MAJORS PLACE (1993)
 KP0445
 KP0445                         *CURRENT SURVEY CONTROL
 KP0445  ___________________________________________________________________
 KP0445* NAD 83(1986)-  39 02 18.     (N)    114 36 35.     (W)     SCALED    
 KP0445* NAVD 88     -      2118.628  (meters)    6950.87   (feet)  ADJUSTED  
 KP0445  ___________________________________________________________________
 KP0445  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 KP0445  DYNAMIC HT  -        2116.266 (meters)    6943.12  (feet)  COMP
 KP0445  MODELED GRAV-     979,436.6   (mgal)                       NAVD 88
 KP0445
 KP0445  VERT ORDER  -  SECOND    CLASS 0
 KP0445
 KP0445.The horizontal coordinates were scaled from a topographic map and have
 KP0445.an estimated accuracy of +/- 6 seconds.
 KP0445
 KP0445.The orthometric height was determined by differential leveling
 KP0445.and adjusted by the National Geodetic Survey in August 1995..
 KP0445
 KP0445.The geoid height was determined by GEOID03.
 KP0445
 KP0445.The dynamic height is computed by dividing the NAVD 88
 KP0445.geopotential number by the normal gravity value computed on the
 KP0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0445.degrees latitude (g = 980.6199 gals.).
 KP0445
 KP0445.The modeled gravity was interpolated from observed gravity values.
 KP0445
 KP0445;                    North         East    Units  Estimated Accuracy
 KP0445;SPC NV E     - 8,476,310.      284,290.      MT  (+/- 180 meters Scaled)
 KP0445
 KP0445                          SUPERSEDED SURVEY CONTROL
 KP0445
 KP0445.No superseded survey control is available for this station.
 KP0445
 KP0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD068237(NAD 83)
 KP0445_MARKER: DD = SURVEY DISK
 KP0445_SETTING: 66 = SET IN ROCK OUTCROP
 KP0445_SP_SET: ROCK OUTCROP
 KP0445_STAMPING: 2 DOR 1973 6946
 KP0445_MARK LOGO: USGS  
 KP0445_MAGNETIC: N = NO MAGNETIC MATERIAL
 KP0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0445+STABILITY: POSITION/ELEVATION WELL
 KP0445
 KP0445  HISTORY     - Date     Condition        Report By
 KP0445  HISTORY     - 1973     MONUMENTED       USGS
 KP0445
 KP0445                          STATION DESCRIPTION
 KP0445
 KP0445'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 KP0445'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 22.2 MILES
 KP0445'SOUTHEAST ALONG U S HIGHWAY 6 TO JUST SOUTHEAST OF THE TOP OF CONNORS
 KP0445'PASS, THENCE 2.6 MILES SOUTHEAST ALONG THE OLD HIGHWAY 6 TO A GRAY
 KP0445'ROCK OUTCROP, ABOUT 250 FEET SOUTH OF AND 100 FEET LOWER THAN THE NEW
 KP0445'HIGHWAY, 22 FEET NORTH OF AND 3.5 FEET HIGHER THAN THE CENTERLINE OF
 KP0445'THE OLD HIGHWAY, IN A GRAY ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0531 ***********************************************************************
 MU0531  DESIGNATION -  2 FMK
 MU0531  PID         -  MU0531
 MU0531  STATE/COUNTY-  NV/ELKO
 MU0531  USGS QUAD   -  SQUAW VALLEY RANCH (1965)
 MU0531
 MU0531                         *CURRENT SURVEY CONTROL
 MU0531  ___________________________________________________________________
 MU0531* NAD 83(1986)-  41 12 42.     (N)    116 41 09.     (W)     SCALED    
 MU0531* NAVD 88     -      1577.696  (meters)    5176.16   (feet)  POSTED    
 MU0531  ___________________________________________________________________
 MU0531  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 MU0531  DYNAMIC HT  -        1576.450 (meters)    5172.07  (feet)  COMP
 MU0531  MODELED GRAV-     979,777.9   (mgal)                       NAVD 88
 MU0531
 MU0531  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0531
 MU0531.The horizontal coordinates were scaled from a topographic map and have
 MU0531.an estimated accuracy of +/- 6 seconds.
 MU0531
 MU0531.The orthometric height was determined by differential leveling
 MU0531.and adjusted by the National Geodetic Survey in 1992..
 MU0531.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0531.rate of 0.0 thru 1.0 mm/km.
 MU0531
 MU0531.The geoid height was determined by GEOID03.
 MU0531
 MU0531.The dynamic height is computed by dividing the NAVD 88
 MU0531.geopotential number by the normal gravity value computed on the
 MU0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0531.degrees latitude (g = 980.6199 gals.).
 MU0531
 MU0531.The modeled gravity was interpolated from observed gravity values.
 MU0531
 MU0531;                    North         East    Units  Estimated Accuracy
 MU0531;SPC NV E     - 8,717,740.      107,550.      MT  (+/- 180 meters Scaled)
 MU0531
 MU0531                          SUPERSEDED SURVEY CONTROL
 MU0531
 MU0531  NGVD 29 (??/??/92) 1576.63   (m)         5172.7    (f) COMPUTED    2 0
 MU0531
 MU0531.Superseded values are not recommended for survey control.
 MU0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0531.See file dsdata.txt to determine how the superseded data were derived.
 MU0531
 MU0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF263623(NAD 83)
 MU0531_MARKER: DD = SURVEY DISK
 MU0531_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MU0531_SP_SET: BRIDGE ABUTMENT
 MU0531_STAMPING: 2 FMK 1973 5173
 MU0531_MARK LOGO: USGS  
 MU0531_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0531+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0531
 MU0531  HISTORY     - Date     Condition        Report By
 MU0531  HISTORY     - 1973     MONUMENTED       USGS
 MU0531
 MU0531                          STATION DESCRIPTION
 MU0531
 MU0531'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0531'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 5.8
 MU0531'MILES EAST ALONG GRAVEL ROAD TO SQUAW CREEK BRIDGE, 19 FEET WEST AND
 MU0531'10 FEET SOUTH OF THE CENTER OF A BRIDGE, CEMENTED IN THE SOUTHWEST
 MU0531'CORNER OF A CONCRETE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1453 ***********************************************************************
 KR1453  DESIGNATION -  2 HJH
 KR1453  PID         -  KR1453
 KR1453  STATE/COUNTY-  NV/WASHOE
 KR1453  USGS QUAD   -  NIXON (1986)
 KR1453
 KR1453                         *CURRENT SURVEY CONTROL
 KR1453  ___________________________________________________________________
 KR1453* NAD 83(1986)-  39 48 22.     (N)    119 21 54.     (W)     SCALED    
 KR1453* NAVD 88     -      1217.662  (meters)    3994.95   (feet)  ADJUSTED  
 KR1453  ___________________________________________________________________
 KR1453  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 KR1453  DYNAMIC HT  -        1216.629 (meters)    3991.56  (feet)  COMP
 KR1453  MODELED GRAV-     979,736.1   (mgal)                       NAVD 88
 KR1453
 KR1453  VERT ORDER  -  SECOND    CLASS 0
 KR1453
 KR1453.The horizontal coordinates were scaled from a topographic map and have
 KR1453.an estimated accuracy of +/- 6 seconds.
 KR1453
 KR1453.The orthometric height was determined by differential leveling
 KR1453.and adjusted by the National Geodetic Survey in June 1991..
 KR1453
 KR1453.The geoid height was determined by GEOID03.
 KR1453
 KR1453.The dynamic height is computed by dividing the NAVD 88
 KR1453.geopotential number by the normal gravity value computed on the
 KR1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1453.degrees latitude (g = 980.6199 gals.).
 KR1453
 KR1453.The modeled gravity was interpolated from observed gravity values.
 KR1453
 KR1453;                    North         East    Units  Estimated Accuracy
 KR1453;SPC NV W     - 4,561,380.      733,070.      MT  (+/- 180 meters Scaled)
 KR1453
 KR1453                          SUPERSEDED SURVEY CONTROL
 KR1453
 KR1453  NGVD 29 (??/??/92) 1216.657  (m)         3991.65   (f) ADJ UNCH    2 0
 KR1453
 KR1453.Superseded values are not recommended for survey control.
 KR1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1453.See file dsdata.txt to determine how the superseded data were derived.
 KR1453
 KR1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE975089(NAD 83)
 KR1453_MARKER: DB = BENCH MARK DISK
 KR1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1453_SP_SET: CONCRETE POST
 KR1453_STAMPING: 2 HJH 1962 3992
 KR1453_MARK LOGO: USGS  
 KR1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1453+STABILITY: SURFACE MOTION
 KR1453
 KR1453  HISTORY     - Date     Condition        Report By
 KR1453  HISTORY     - 1962     MONUMENTED       USGS
 KR1453
 KR1453                          STATION DESCRIPTION
 KR1453
 KR1453'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1453'2.9 KM (1.80 MI) SOUTH FROM NIXON.
 KR1453'1.8 MILES SOUTH OF NIXON ALONG STATE HIGHWAY 34, 167 FEET NORTH OF
 KR1453'A TRACK ROAD HEADING NORTHEAST, 46 FEET EAST OF THE CENTERLINE.
 KR1453'THE MARK IS 3.0 FT  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0577 ***********************************************************************
 JQ0577  DESIGNATION -  2 JCO ET
 JQ0577  PID         -  JQ0577
 JQ0577  STATE/COUNTY-  NV/NYE
 JQ0577  USGS QUAD   -  STONE CABIN RANCH SW (1986)
 JQ0577
 JQ0577                         *CURRENT SURVEY CONTROL
 JQ0577  ___________________________________________________________________
 JQ0577* NAD 83(1994)-  38 07 17.21255(N)    116 43 27.93918(W)     ADJUSTED  
 JQ0577* NAVD 88     -      2016.2    (meters)    6615.     (feet)  VERTCON   
 JQ0577  ___________________________________________________________________
 JQ0577  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 JQ0577  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 JQ0577
 JQ0577  HORZ ORDER  -  SECOND
 JQ0577
 JQ0577.The horizontal coordinates were established by classical geodetic methods
 JQ0577.and adjusted by the National Geodetic Survey in June 1998..
 JQ0577
 JQ0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0577
 JQ0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0577
 JQ0577.The geoid height was determined by GEOID03.
 JQ0577
 JQ0577;                    North         East     Units Scale Factor Converg.
 JQ0577;SPC NV C     - 6,374,084.285   494,935.604   MT  0.99990032   -0 02 08.4
 JQ0577;SPC NV C     -20,912,308.19  1,623,801.23   sFT  0.99990032   -0 02 08.4
 JQ0577;SPC NV E     - 8,374,697.803    99,948.816   MT  1.00002325   -0 42 16.2
 JQ0577;SPC NV E     -27,475,987.71    327,915.41   sFT  1.00002325   -0 42 16.2
 JQ0577;UTM  11      - 4,219,325.919   524,154.592   MT  0.99960719   +0 10 12.4
 JQ0577
 JQ0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0577!SPC NV C     -   0.99968757  x   0.99990032  =   0.99958792
 JQ0577!SPC NV E     -   0.99968757  x   1.00002325  =   0.99971081
 JQ0577!UTM  11      -   0.99968757  x   0.99960719  =   0.99929488
 JQ0577
 JQ0577:                Primary Azimuth Mark                     Grid Az
 JQ0577:SPC NV C     -  F 35                                     073 31 09.3
 JQ0577:SPC NV E     -  F 35                                     074 11 17.1
 JQ0577:UTM  11      -  F 35                                     073 18 48.5
 JQ0577
 JQ0577|---------------------------------------------------------------------|
 JQ0577| PID    Reference Object                     Distance      Geod. Az  |
 JQ0577|                                                           dddmmss.s |
 JQ0577| JQ0576 F 35                                APPROX. 9.1 KM 0732900.9 |
 JQ0577| DD5825 2 JCO ET RM 2                        23.313 METERS 12322     |
 JQ0577| DD5824 2 JCO ET RM 1                        18.991 METERS 21847     |
 JQ0577|---------------------------------------------------------------------|
 JQ0577
 JQ0577                          SUPERSEDED SURVEY CONTROL
 JQ0577
 JQ0577  NAD 83(1986)-  38 07 17.20977(N)    116 43 27.94598(W) AD(       ) 2
 JQ0577  NAD 27      -  38 07 17.43978(N)    116 43 24.72505(W) AD(       ) 2
 JQ0577  NGVD 29 (07/19/86) 2015.0    (m)         6611.     (f) VERT ANG       
 JQ0577
 JQ0577.Superseded values are not recommended for survey control.
 JQ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0577.See file dsdata.txt to determine how the superseded data were derived.
 JQ0577
 JQ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC2415519326(NAD 83)
 JQ0577_MARKER: DD = SURVEY DISK
 JQ0577_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0577_SP_SET: PARTIALLY EXPOSED BEDROCK
 JQ0577
 JQ0577  HISTORY     - Date     Condition        Report By
 JQ0577  HISTORY     - 1967     MONUMENTED       USGS
 JQ0577
 JQ0577                          STATION DESCRIPTION
 JQ0577
 JQ0577'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (WAO)
 JQ0577'LOCATED APPROXIMATELY 19.6 MI. (AIRLINE) W. OF AND
 JQ0577'4.6 MI. S. OF WARM SPRINGS.  ON A LOW, PROMINENT TOP.
 JQ0577'
 JQ0577'TO REACH FROM THE JUNCTION OF NEVADA STATE HIGHWAY 25 AND
 JQ0577'U.S. HIGHWAY 6 AT WARM SPRINGS, GO W. ON
 JQ0577'U.S. 6 21.8 MI.  TURN LEFT (S.) ON DIRT RD.  GO 1 MI., TAKE
 JQ0577'LEFT FORK OF RD. AND CONTINUE ON 0.2 MI.  TURN LEFT ON DIM
 JQ0577'TRACKS.  BEGIN 4-WHEEL DRIVE TRAVEL.  GO CROSS-COUNTRY AND UP
 JQ0577'POINT OF RIDGE 0.8 MI. TO HIGHEST POINT AND STATION MARK.
 JQ0577'
 JQ0577'STATION MARK--A STANDARD USGS TABLET STAMPED ET 2 JCO 1967
 JQ0577'CEMENTED IN STONE.
 JQ0577'
 JQ0577'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 JQ0577'NO 1 1967 ON COPPERWELD ROD.
 JQ0577'
 JQ0577'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 JQ0577'STAMPED NO 2 1967 CEMENTED IN STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0639 ***********************************************************************
 GS0639  DESIGNATION -  2 JD
 GS0639  PID         -  GS0639
 GS0639  STATE/COUNTY-  NV/NYE
 GS0639  USGS QUAD   -  CRATER FLAT (1986)
 GS0639
 GS0639                         *CURRENT SURVEY CONTROL
 GS0639  ___________________________________________________________________
 GS0639* NAD 83(1986)-  36 45 48.     (N)    116 37 11.     (W)     SCALED    
 GS0639* NAVD 88     -       891.150  (meters)    2923.71   (feet)  ADJUSTED  
 GS0639  ___________________________________________________________________
 GS0639  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 GS0639  DYNAMIC HT  -         890.240 (meters)    2920.73  (feet)  COMP
 GS0639  MODELED GRAV-     979,580.4   (mgal)                       NAVD 88
 GS0639
 GS0639  VERT ORDER  -  FIRST     CLASS I
 GS0639
 GS0639.The horizontal coordinates were scaled from a topographic map and have
 GS0639.an estimated accuracy of +/- 6 seconds.
 GS0639
 GS0639.The orthometric height was determined by differential leveling
 GS0639.and adjusted by the National Geodetic Survey in May 2004..
 GS0639
 GS0639.The geoid height was determined by GEOID03.
 GS0639
 GS0639.The dynamic height is computed by dividing the NAVD 88
 GS0639.geopotential number by the normal gravity value computed on the
 GS0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0639.degrees latitude (g = 980.6199 gals.).
 GS0639
 GS0639.The modeled gravity was interpolated from observed gravity values.
 GS0639
 GS0639;                    North         East    Units  Estimated Accuracy
 GS0639;SPC NV C     - 6,223,370.      504,190.      MT  (+/- 180 meters Scaled)
 GS0639
 GS0639                          SUPERSEDED SURVEY CONTROL
 GS0639
 GS0639  NAVD 88 (??/??/92)  891.148  (m)         2923.71   (f) UNKNOWN     3 0
 GS0639  NGVD 29 (05/01/91)  890.297  (m)         2920.92   (f) ADJUSTED    1 1
 GS0639
 GS0639.Superseded values are not recommended for survey control.
 GS0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0639.See file dsdata.txt to determine how the superseded data were derived.
 GS0639
 GS0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA339686(NAD 83)
 GS0639_MARKER: DB = BENCH MARK DISK
 GS0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0639_SP_SET: CONCRETE POST
 GS0639_STAMPING: 2 JD 1952 2921
 GS0639_MARK LOGO: USGS  
 GS0639_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0639+STABILITY: SURFACE MOTION
 GS0639
 GS0639  HISTORY     - Date     Condition        Report By
 GS0639  HISTORY     - 1952     MONUMENTED       USGS
 GS0639  HISTORY     - 1983     GOOD             USGS
 GS0639  HISTORY     - 1986     GOOD             USGS
 GS0639  HISTORY     - 1988     GOOD             USGS
 GS0639  HISTORY     - 19901204 GOOD             USGS
 GS0639  HISTORY     - 19921201 GOOD             USGS
 GS0639  HISTORY     - 19941216 GOOD             USGS
 GS0639
 GS0639                          STATION DESCRIPTION
 GS0639
 GS0639'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0639'26.1 KM (16.20 MI) SE FROM BEATTY.
 GS0639'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0639'STATE HIGWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0
 GS0639'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 2.2 MILES, 32 FEET
 GS0639'EAST OF THE CENTERLINE OF THE ROAD.
 GS0639
 GS0639                          STATION RECOVERY (1986)
 GS0639
 GS0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0639'RECOVERED IN GOOD CONDITION.
 GS0639
 GS0639                          STATION RECOVERY (1988)
 GS0639
 GS0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0639'RECOVERED IN GOOD CONDITION.
 GS0639
 GS0639                          STATION RECOVERY (1990)
 GS0639
 GS0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 GS0639'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0639'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0
 GS0639'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 2.2 MILES, 32 FEET
 GS0639'EAST OF THE CENTERLINE OF THE ROAD.
 GS0639
 GS0639                          STATION RECOVERY (1992)
 GS0639
 GS0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0639'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0639'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0639'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 2.2 MILES
 GS0639'(3.5 KM), 32 FEET (9.8 M) EAST OF THE CENTERLINE OF THE ROAD.
 GS0639
 GS0639                          STATION RECOVERY (1994)
 GS0639
 GS0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0639'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0668 ***********************************************************************
 KR0668  DESIGNATION -  2 JD 4075
 KR0668  PID         -  KR0668
 KR0668  STATE/COUNTY-  NV/CHURCHILL
 KR0668  USGS QUAD   -  HOT SPRINGS FLAT (1986)
 KR0668
 KR0668                         *CURRENT SURVEY CONTROL
 KR0668  ___________________________________________________________________
 KR0668* NAD 83(1986)-  39 47 22.     (N)    119 01 03.     (W)     SCALED    
 KR0668* NAVD 88     -      1243.198  (meters)    4078.73   (feet)  ADJUSTED  
 KR0668  ___________________________________________________________________
 KR0668  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 KR0668  DYNAMIC HT  -        1242.159 (meters)    4075.32  (feet)  COMP
 KR0668  MODELED GRAV-     979,747.2   (mgal)                       NAVD 88
 KR0668
 KR0668  VERT ORDER  -  SECOND    CLASS 0
 KR0668
 KR0668.The horizontal coordinates were scaled from a topographic map and have
 KR0668.an estimated accuracy of +/- 6 seconds.
 KR0668
 KR0668.The orthometric height was determined by differential leveling
 KR0668.and adjusted by the National Geodetic Survey in June 1991..
 KR0668
 KR0668.The geoid height was determined by GEOID03.
 KR0668
 KR0668.The dynamic height is computed by dividing the NAVD 88
 KR0668.geopotential number by the normal gravity value computed on the
 KR0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0668.degrees latitude (g = 980.6199 gals.).
 KR0668
 KR0668.The modeled gravity was interpolated from observed gravity values.
 KR0668
 KR0668;                    North         East    Units  Estimated Accuracy
 KR0668;SPC NV W     - 4,559,330.      762,820.      MT  (+/- 180 meters Scaled)
 KR0668
 KR0668                          SUPERSEDED SURVEY CONTROL
 KR0668
 KR0668  NGVD 29 (??/??/92) 1242.234  (m)         4075.56   (f) ADJ UNCH    2 0
 KR0668
 KR0668.Superseded values are not recommended for survey control.
 KR0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0668.See file dsdata.txt to determine how the superseded data were derived.
 KR0668
 KR0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE272063(NAD 83)
 KR0668_MARKER: DD = SURVEY DISK
 KR0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0668_STAMPING: 2 JD 1956 4075
 KR0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0668+STABILITY: SURFACE MOTION
 KR0668
 KR0668  HISTORY     - Date     Condition        Report By
 KR0668  HISTORY     - 1956     MONUMENTED       USGS
 KR0668  HISTORY     - 1958     GOOD             NGS
 KR0668
 KR0668                          STATION DESCRIPTION
 KR0668
 KR0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0668'IN BRADY HOT SPRINGS.
 KR0668'AT BRADY HOT SPRINGS, 190.0 FEET NORTH OF THE NORTH CORNER OF THE MAIN
 KR0668'BUILDING AT BRADY HOT SPRINGS, 58.0 FEET SOUTHEAST OF THE CENTERLINE
 KR0668'OF THE HIGHWAY, 2.0 FEET NORTHWEST OF A TELEPHONE POLE, SET IN A
 KR0668'SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0217 ***********************************************************************
 LS0217  DESIGNATION -  2 JRH
 LS0217  PID         -  LS0217
 LS0217  STATE/COUNTY-  NV/PERSHING
 LS0217  USGS QUAD   -  CORNISH PEAK (1987)
 LS0217
 LS0217                         *CURRENT SURVEY CONTROL
 LS0217  ___________________________________________________________________
 LS0217* NAD 83(1986)-  40 06 50.     (N)    118 06 22.     (W)     SCALED    
 LS0217* NAVD 88     -      1259.203  (meters)    4131.24   (feet)  ADJUSTED  
 LS0217  ___________________________________________________________________
 LS0217  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 LS0217  DYNAMIC HT  -        1258.194 (meters)    4127.92  (feet)  COMP
 LS0217  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 LS0217
 LS0217  VERT ORDER  -  SECOND    CLASS 0
 LS0217
 LS0217.The horizontal coordinates were scaled from a topographic map and have
 LS0217.an estimated accuracy of +/- 6 seconds.
 LS0217
 LS0217.The orthometric height was determined by differential leveling
 LS0217.and adjusted by the National Geodetic Survey in June 1991..
 LS0217
 LS0217.The geoid height was determined by GEOID03.
 LS0217
 LS0217.The dynamic height is computed by dividing the NAVD 88
 LS0217.geopotential number by the normal gravity value computed on the
 LS0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0217.degrees latitude (g = 980.6199 gals.).
 LS0217
 LS0217.The modeled gravity was interpolated from observed gravity values.
 LS0217
 LS0217;                    North         East    Units  Estimated Accuracy
 LS0217;SPC NV W     - 4,595,370.      840,680.      MT  (+/- 180 meters Scaled)
 LS0217
 LS0217                          SUPERSEDED SURVEY CONTROL
 LS0217
 LS0217  NGVD 29 (??/??/92) 1258.234  (m)         4128.06   (f) ADJ UNCH    2 0
 LS0217
 LS0217.Superseded values are not recommended for survey control.
 LS0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0217.See file dsdata.txt to determine how the superseded data were derived.
 LS0217
 LS0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME057409(NAD 83)
 LS0217_MARKER: DD = SURVEY DISK
 LS0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0217_STAMPING: 2 JRH 4128 1953
 LS0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0217+STABILITY: SURFACE MOTION
 LS0217
 LS0217  HISTORY     - Date     Condition        Report By
 LS0217  HISTORY     - 1953     MONUMENTED       USGS
 LS0217  HISTORY     - 1958     GOOD             NGS
 LS0217
 LS0217                          STATION DESCRIPTION
 LS0217
 LS0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LS0217'28.95 MI SE FROM LOVELOCK.
 LS0217'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0217'STREET AT LOVELOCK, THENCE 17.75 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 LS0217'THENCE 1.05 MILES NORTH ALONG A GRAVEL ROAD, THENCE 3.0 MILES EAST
 LS0217'ALONG A GRAVEL ROAD, THENCE 0.9 MILE NORTH ALONG A GRAVEL ROAD. 29.65
 LS0217'MILES SOUTHWEST OF PARIS RANCH, IN R34E T26N S24, 135 FEET SOUTHEAST
 LS0217'OF THE CENTER OF THE T JUNCTION OF AN EAST-WEST GRAVEL ROAD AND OLD
 LS0217'EMIGRANT ROAD LEADING NORTHEAST, 120 FEET EAST OF THE CENTER LINE OF
 LS0217'THE GRAVEL ROAD SOUTH, 44 FEET SOUTH OF THE CENTER LINE OF THE
 LS0217'EAST-WEST GRAVEL ROAD, 3 1/2 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 LS0217'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2
 LS0217'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0456 ***********************************************************************
 MV0456  DESIGNATION -  2 LRC
 MV0456  PID         -  MV0456
 MV0456  STATE/COUNTY-  NV/HUMBOLDT
 MV0456  USGS QUAD   -  NEW YORK PEAK (1990)
 MV0456
 MV0456                         *CURRENT SURVEY CONTROL
 MV0456  ___________________________________________________________________
 MV0456* NAD 83(1986)-  41 30 12.     (N)    118 45 23.     (W)     SCALED    
 MV0456* NAVD 88     -      1263.050  (meters)    4143.86   (feet)  ADJUSTED  
 MV0456  ___________________________________________________________________
 MV0456  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 MV0456  DYNAMIC HT  -        1262.187 (meters)    4141.03  (feet)  COMP
 MV0456  MODELED GRAV-     979,895.9   (mgal)                       NAVD 88
 MV0456
 MV0456  VERT ORDER  -  SECOND    CLASS 0
 MV0456
 MV0456.The horizontal coordinates were scaled from a topographic map and have
 MV0456.an estimated accuracy of +/- 6 seconds.
 MV0456
 MV0456.The orthometric height was determined by differential leveling
 MV0456.and adjusted by the National Geodetic Survey in June 1991..
 MV0456
 MV0456.The geoid height was determined by GEOID03.
 MV0456
 MV0456.The dynamic height is computed by dividing the NAVD 88
 MV0456.geopotential number by the normal gravity value computed on the
 MV0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0456.degrees latitude (g = 980.6199 gals.).
 MV0456
 MV0456.The modeled gravity was interpolated from observed gravity values.
 MV0456
 MV0456;                    North         East    Units  Estimated Accuracy
 MV0456;SPC NV W     - 4,749,550.      785,550.      MT  (+/- 180 meters Scaled)
 MV0456
 MV0456                          SUPERSEDED SURVEY CONTROL
 MV0456
 MV0456  NGVD 29 (??/??/92) 1262.00   (m)         4140.4    (f) COMPUTED    2 0
 MV0456
 MV0456.Superseded values are not recommended for survey control.
 MV0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0456.See file dsdata.txt to determine how the superseded data were derived.
 MV0456
 MV0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF534961(NAD 83)
 MV0456_MARKER: DD = SURVEY DISK
 MV0456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0456_SP_SET: COPPER-CLAD STEEL ROD
 MV0456_STAMPING: 2 LRC 1972 4140
 MV0456_MARK LOGO: USGS  
 MV0456_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0456+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0456
 MV0456  HISTORY     - Date     Condition        Report By
 MV0456  HISTORY     - 1972     MONUMENTED       USGS
 MV0456
 MV0456                          STATION DESCRIPTION
 MV0456
 MV0456'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0456'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0456'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0456'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0456'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0456'ALONG TRACK ROAD, THENCE 18.8 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0456'TO THE TOP OF A SLIGHT RIDGE, 2.3 MILES WEST-SOUTHWEST OF LEONARD
 MV0456'CREEK RANCH, 0.8 MILES NORTHEAST OF A PROMINENT Y-ROAD, 105 FEET
 MV0456'SOUTHWEST OF A CREST AND 48 FEET NORTHWEST OF THE CENTERLINE OF THE
 MV0456'ROAD, 2 FEET SOUTHEAST OF A WITNESS POST, ENCASED IN DRAINPIPE CASING.
 MV0456'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0427 ***********************************************************************
 HP0427  DESIGNATION -  2 LRC
 HP0427  PID         -  HP0427
 HP0427  STATE/COUNTY-  NV/LINCOLN
 HP0427  USGS QUAD   -  SCARECROW PEAK (1973)
 HP0427
 HP0427                         *CURRENT SURVEY CONTROL
 HP0427  ___________________________________________________________________
 HP0427* NAD 83(1986)-  37 09 46.     (N)    114 04 34.     (W)     SCALED    
 HP0427* NAVD 88     -      1033.509  (meters)    3390.77   (feet)  POSTED    
 HP0427  ___________________________________________________________________
 HP0427  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 HP0427  DYNAMIC HT  -        1032.460 (meters)    3387.33  (feet)  COMP
 HP0427  MODELED GRAV-     979,583.5   (mgal)                       NAVD 88
 HP0427
 HP0427  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0427
 HP0427.The horizontal coordinates were scaled from a topographic map and have
 HP0427.an estimated accuracy of +/- 6 seconds.
 HP0427
 HP0427.The orthometric height was determined by differential leveling
 HP0427.and adjusted by the National Geodetic Survey in 1992..
 HP0427.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0427.rate of 1.1 thru 2.0 mm/km.
 HP0427
 HP0427.The geoid height was determined by GEOID03.
 HP0427
 HP0427.The dynamic height is computed by dividing the NAVD 88
 HP0427.geopotential number by the normal gravity value computed on the
 HP0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0427.degrees latitude (g = 980.6199 gals.).
 HP0427
 HP0427.The modeled gravity was interpolated from observed gravity values.
 HP0427
 HP0427;                    North         East    Units  Estimated Accuracy
 HP0427;SPC NV E     - 8,268,760.      333,870.      MT  (+/- 180 meters Scaled)
 HP0427
 HP0427                          SUPERSEDED SURVEY CONTROL
 HP0427
 HP0427.No superseded survey control is available for this station.
 HP0427
 HP0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB596169(NAD 83)
 HP0427_MARKER: DD = SURVEY DISK
 HP0427_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0427_SP_SET: COPPER-CLAD STEEL ROD
 HP0427_STAMPING: 2 LRC 1973 3388
 HP0427_MARK LOGO: USGS  
 HP0427_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0427+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0427
 HP0427  HISTORY     - Date     Condition        Report By
 HP0427  HISTORY     - 1973     MONUMENTED       USGS
 HP0427
 HP0427                          STATION DESCRIPTION
 HP0427
 HP0427'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0427'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0427'MILES NORTH ALONG A GRAVEL ROAD TO A Y-ROAD FORK AT THE MOUTH OF A
 HP0427'LARGE DRAIN, THENCE 25.3 MILES EASTERLY ALONG THE BLM ROAD, 42 FEET
 HP0427'NORTH OF THE CENTER OF A MAIN ROAD, 26 FEET NORTHEAST OF THE CENTER
 HP0427'OF A SIDE ROAD, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL
 HP0427'ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0750 ***********************************************************************
 GS0750  DESIGNATION -  2 PDI
 GS0750  PID         -  GS0750
 GS0750  STATE/COUNTY-  NV/NYE
 GS0750  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0750
 GS0750                         *CURRENT SURVEY CONTROL
 GS0750  ___________________________________________________________________
 GS0750* NAD 83(1986)-  36 41 13.     (N)    116 09 20.     (W)     SCALED    
 GS0750* NAVD 88     -      1095.124  (meters)    3592.92   (feet)  ADJUSTED  
 GS0750  ___________________________________________________________________
 GS0750  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 GS0750  DYNAMIC HT  -        1093.932 (meters)    3589.01  (feet)  COMP
 GS0750  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 GS0750
 GS0750  VERT ORDER  -  FIRST     CLASS I
 GS0750
 GS0750.The horizontal coordinates were scaled from a topographic map and have
 GS0750.an estimated accuracy of +/- 6 seconds.
 GS0750
 GS0750.The orthometric height was determined by differential leveling
 GS0750.and adjusted by the National Geodetic Survey in May 2004..
 GS0750
 GS0750.The geoid height was determined by GEOID03.
 GS0750
 GS0750.The dynamic height is computed by dividing the NAVD 88
 GS0750.geopotential number by the normal gravity value computed on the
 GS0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0750.degrees latitude (g = 980.6199 gals.).
 GS0750
 GS0750.The modeled gravity was interpolated from observed gravity values.
 GS0750
 GS0750;                    North         East    Units  Estimated Accuracy
 GS0750;SPC NV C     - 6,215,010.      545,680.      MT  (+/- 180 meters Scaled)
 GS0750
 GS0750                          SUPERSEDED SURVEY CONTROL
 GS0750
 GS0750  NAVD 88 (??/??/92) 1095.130  (m)         3592.94   (f) UNKNOWN     3 0
 GS0750  NGVD 29 (05/01/91) 1094.243  (m)         3590.03   (f) ADJUSTED    1 1
 GS0750
 GS0750.Superseded values are not recommended for survey control.
 GS0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0750.See file dsdata.txt to determine how the superseded data were derived.
 GS0750
 GS0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA754604(NAD 83)
 GS0750_MARKER: DB = BENCH MARK DISK
 GS0750_SETTING: 0 = UNSPECIFIED SETTING
 GS0750_STAMPING: 2 PDI 1986
 GS0750_MARK LOGO: USGS  
 GS0750_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0750
 GS0750  HISTORY     - Date     Condition        Report By
 GS0750  HISTORY     - 1986     MONUMENTED       USGS
 GS0750  HISTORY     - 1988     GOOD             USGS
 GS0750  HISTORY     - 19910618 GOOD             USGS
 GS0750  HISTORY     - 19930322 GOOD             USGS
 GS0750  HISTORY     - 19950331 GOOD             USGS
 GS0750
 GS0750                          STATION DESCRIPTION
 GS0750
 GS0750'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0750'16.7 KM (10.35 MI) NW FROM MERCURY.
 GS0750'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0750'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0750'PROCCED NORTHWESTERLY ON JACKASS FLAT ROAD 10.2 MILES, 0.15 MILES
 GS0750'EAST OF A T-ROAD NORTH, 100 FEET SOUTH OF THE HIGHWAY.
 GS0750'THE MARK IS 4 FT  W FROM  A ROCK CAIRN
 GS0750
 GS0750                          STATION RECOVERY (1988)
 GS0750
 GS0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0750'RECOVERED IN GOOD CONDITION.
 GS0750
 GS0750                          STATION RECOVERY (1991)
 GS0750
 GS0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0750'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0750'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0750'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 10.2 MILES, 0.15 MILE EAST
 GS0750'OF A T-ROAD NORTH, 100 FEET SOUTH OF THE HIGHWAY.
 GS0750
 GS0750                          STATION RECOVERY (1993)
 GS0750
 GS0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0750'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0750'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0750'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 10.2 MILES
 GS0750'(16.4 KM), 0.15 MILE (0.24 KM) EAST OF A T-ROAD NORTH, 100 FEET
 GS0750'(30.5 M) SOUTH OF THE HIGHWAY.
 GS0750
 GS0750                          STATION RECOVERY (1995)
 GS0750
 GS0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0750'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0637 ***********************************************************************
 GS0637  DESIGNATION -  2 TJS
 GS0637  PID         -  GS0637
 GS0637  STATE/COUNTY-  NV/NYE
 GS0637  USGS QUAD   -  CARRARA CANYON (1987)
 GS0637
 GS0637                         *CURRENT SURVEY CONTROL
 GS0637  ___________________________________________________________________
 GS0637* NAD 83(1986)-  36 45 12.     (N)    116 38 08.     (W)     SCALED    
 GS0637* NAVD 88     -       871.285  (meters)    2858.54   (feet)  ADJUSTED  
 GS0637  ___________________________________________________________________
 GS0637  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 GS0637  DYNAMIC HT  -         870.406 (meters)    2855.66  (feet)  COMP
 GS0637  MODELED GRAV-     979,592.7   (mgal)                       NAVD 88
 GS0637
 GS0637  VERT ORDER  -  FIRST     CLASS I
 GS0637
 GS0637.The horizontal coordinates were scaled from a topographic map and have
 GS0637.an estimated accuracy of +/- 6 seconds.
 GS0637
 GS0637.The orthometric height was determined by differential leveling
 GS0637.and adjusted by the National Geodetic Survey in May 2004..
 GS0637
 GS0637.The geoid height was determined by GEOID03.
 GS0637
 GS0637.The dynamic height is computed by dividing the NAVD 88
 GS0637.geopotential number by the normal gravity value computed on the
 GS0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0637.degrees latitude (g = 980.6199 gals.).
 GS0637
 GS0637.The modeled gravity was interpolated from observed gravity values.
 GS0637
 GS0637;                    North         East    Units  Estimated Accuracy
 GS0637;SPC NV C     - 6,222,260.      502,780.      MT  (+/- 180 meters Scaled)
 GS0637
 GS0637                          SUPERSEDED SURVEY CONTROL
 GS0637
 GS0637  NAVD 88 (??/??/92)  871.286  (m)         2858.54   (f) UNKNOWN     3 0
 GS0637  NGVD 29 (05/01/91)  870.446  (m)         2855.79   (f) ADJUSTED    1 1
 GS0637
 GS0637.Superseded values are not recommended for survey control.
 GS0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0637.See file dsdata.txt to determine how the superseded data were derived.
 GS0637
 GS0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA325675(NAD 83)
 GS0637_MARKER: DB = BENCH MARK DISK
 GS0637_SETTING: 66 = SET IN ROCK OUTCROP
 GS0637_SP_SET: BEDROCK
 GS0637_STAMPING: 2 TJS 1983
 GS0637_MARK LOGO: USGS  
 GS0637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0637+STABILITY: POSITION/ELEVATION WELL
 GS0637
 GS0637  HISTORY     - Date     Condition        Report By
 GS0637  HISTORY     - 1983     MONUMENTED       USGS
 GS0637  HISTORY     - 1986     GOOD             USGS
 GS0637  HISTORY     - 1988     GOOD             USGS
 GS0637  HISTORY     - 19901129 GOOD             USGS
 GS0637  HISTORY     - 19921127 GOOD             USGS
 GS0637  HISTORY     - 19941214 GOOD             USGS
 GS0637
 GS0637                          STATION DESCRIPTION
 GS0637
 GS0637'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0637'24.2 KM (15.05 MI) SE FROM BEATTY.
 GS0637'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0637'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0
 GS0637'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 1.05 MILES, 106 FEET
 GS0637'EAST OF THE CENTERLINE OF THE ROAD, ACROSSA SMALL WASH, 5 FEET SOUTH
 GS0637'OF A ROCK CAIRN.
 GS0637
 GS0637                          STATION RECOVERY (1986)
 GS0637
 GS0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0637'RECOVERED IN GOOD CONDITION.
 GS0637
 GS0637                          STATION RECOVERY (1988)
 GS0637
 GS0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0637'RECOVERED IN GOOD CONDITION.
 GS0637
 GS0637                          STATION RECOVERY (1990)
 GS0637
 GS0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 GS0637'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0637'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0
 GS0637'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 1.05 MILES, 106 FEET
 GS0637'EAST OF THE CENTERLINE OF THE ROAD, ACROSS A SMALL WASH, 5 FEET SOUTH
 GS0637'OF A ROCK CAIRN.
 GS0637
 GS0637                          STATION RECOVERY (1992)
 GS0637
 GS0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0637'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0637'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0637'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 1.05 MILES
 GS0637'(1.69 KM), 106 FEET (32.3 M) EAST OF THE CENTERLINE OF THE ROAD,
 GS0637'ACROSS A SMALL WASH, 5 FEET (1.5 M) SOUTH OF A ROCK CAIRN.
 GS0637
 GS0637                          STATION RECOVERY (1994)
 GS0637
 GS0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0637'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0557 ***********************************************************************
 MT0557  DESIGNATION -  20
 MT0557  PID         -  MT0557
 MT0557  STATE/COUNTY-  NV/ELKO
 MT0557  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0557
 MT0557                         *CURRENT SURVEY CONTROL
 MT0557  ___________________________________________________________________
 MT0557* NAD 83(1986)-  41 50 18.     (N)    115 57 56.     (W)     SCALED    
 MT0557* NAVD 88     -      1710.271  (meters)    5611.11   (feet)  ADJUSTED  
 MT0557  ___________________________________________________________________
 MT0557  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 MT0557  DYNAMIC HT  -        1708.990 (meters)    5606.91  (feet)  COMP
 MT0557  MODELED GRAV-     979,812.9   (mgal)                       NAVD 88
 MT0557
 MT0557  VERT ORDER  -  SECOND    CLASS 0
 MT0557
 MT0557.The horizontal coordinates were scaled from a topographic map and have
 MT0557.an estimated accuracy of +/- 6 seconds.
 MT0557
 MT0557.The orthometric height was determined by differential leveling
 MT0557.and adjusted by the National Geodetic Survey in June 1991..
 MT0557
 MT0557.The geoid height was determined by GEOID03.
 MT0557
 MT0557.The dynamic height is computed by dividing the NAVD 88
 MT0557.geopotential number by the normal gravity value computed on the
 MT0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0557.degrees latitude (g = 980.6199 gals.).
 MT0557
 MT0557.The modeled gravity was interpolated from observed gravity values.
 MT0557
 MT0557;                    North         East    Units  Estimated Accuracy
 MT0557;SPC NV E     - 8,786,810.      168,260.      MT  (+/- 180 meters Scaled)
 MT0557
 MT0557                          SUPERSEDED SURVEY CONTROL
 MT0557
 MT0557  NGVD 29 (??/??/92) 1709.078  (m)         5607.20   (f) ADJ UNCH    2 0
 MT0557
 MT0557.Superseded values are not recommended for survey control.
 MT0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0557.See file dsdata.txt to determine how the superseded data were derived.
 MT0557
 MT0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG858323(NAD 83)
 MT0557_MARKER: DD = SURVEY DISK
 MT0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MT0557_SP_SET: CURB
 MT0557_STAMPING: 20 5607 51
 MT0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0557
 MT0557  HISTORY     - Date     Condition        Report By
 MT0557  HISTORY     - UNK      MONUMENTED       USFWA
 MT0557  HISTORY     - 1951     GOOD             NGS
 MT0557
 MT0557                          STATION DESCRIPTION
 MT0557
 MT0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0557'IN MOUNTAIN CITY.
 MT0557'SET IN THE TOP OF THE CONCRETE CURB IN FRONT OF THE MOUNTAIN CITY
 MT0557'HOTEL, AT THE SOUTHEAST ONE OF TWO STEPS LEADING INTO THE HOTEL, 151.2
 MT0557'FEET NORTHWEST OF THE NORTH CORNER OF THE POST OFFICE, 38 FEET
 MT0557'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTHEAST OF A
 MT0557'STEEL FLAGPOLE, 16.0 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 MT0557'CURBING, 2.1 FEET SOUTHEAST OF THE CENTER OF THE STEPS, AND SET ABOUT
 MT0557'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0231 ***********************************************************************
 JR0231  DESIGNATION -  20
 JR0231  PID         -  JR0231
 JR0231  STATE/COUNTY-  NV/MINERAL
 JR0231  USGS QUAD   -  BASALT (1982)
 JR0231
 JR0231                         *CURRENT SURVEY CONTROL
 JR0231  ___________________________________________________________________
 JR0231* NAD 83(1986)-  38 04 33.     (N)    118 17 07.     (W)     SCALED    
 JR0231* NAVD 88     -      1771.747  (meters)    5812.81   (feet)  ADJUSTED  
 JR0231  ___________________________________________________________________
 JR0231  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 JR0231  DYNAMIC HT  -        1769.758 (meters)    5806.28  (feet)  COMP
 JR0231  MODELED GRAV-     979,443.6   (mgal)                       NAVD 88
 JR0231
 JR0231  VERT ORDER  -  FIRST     CLASS II
 JR0231
 JR0231.The horizontal coordinates were scaled from a topographic map and have
 JR0231.an estimated accuracy of +/- 6 seconds.
 JR0231
 JR0231.The orthometric height was determined by differential leveling
 JR0231.and adjusted by the National Geodetic Survey in June 1991..
 JR0231
 JR0231.The geoid height was determined by GEOID03.
 JR0231
 JR0231.The dynamic height is computed by dividing the NAVD 88
 JR0231.geopotential number by the normal gravity value computed on the
 JR0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0231.degrees latitude (g = 980.6199 gals.).
 JR0231
 JR0231.The modeled gravity was interpolated from observed gravity values.
 JR0231
 JR0231;                    North         East    Units  Estimated Accuracy
 JR0231;SPC NV W     - 4,369,060.      826,150.      MT  (+/- 180 meters Scaled)
 JR0231
 JR0231                          SUPERSEDED SURVEY CONTROL
 JR0231
 JR0231  NGVD 29 (??/??/92) 1770.478  (m)         5808.64   (f) ADJ UNCH    1 2
 JR0231
 JR0231.Superseded values are not recommended for survey control.
 JR0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0231.See file dsdata.txt to determine how the superseded data were derived.
 JR0231
 JR0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC872150(NAD 83)
 JR0231_MARKER: DD = SURVEY DISK
 JR0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0231_STAMPING: 20 S 662-1 M1-10
 JR0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0231+STABILITY: SURFACE MOTION
 JR0231
 JR0231  HISTORY     - Date     Condition        Report By
 JR0231  HISTORY     - UNK      MONUMENTED       NVDH
 JR0231  HISTORY     - 1955     GOOD             NGS
 JR0231  HISTORY     - 19840420 GOOD             USPSQD
 JR0231  HISTORY     - 1986     MARK NOT FOUND   NGS
 JR0231
 JR0231                          STATION DESCRIPTION
 JR0231
 JR0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0231'5.2 MI N FROM BASALT.
 JR0231'5.2 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUCNTION OF U.S.
 JR0231'HIGHWAY 6 AT BASALT, ON THE OUTSIDE OF A CURVE, 127.9 FEET SOUTH
 JR0231'OF THE CENTER OF THE NORTHWEST END OF A 24-INCH CORRUGATED METAL
 JR0231'PIPE CULVERT, 49.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 JR0231'6.2 FEET EAST OF A 2-INCH BLACK-AND-WHITE PAINTED IRON PIPE
 JR0231'WHICH IS ENCASED IN CONCRETE AND PROJECTS 2.8 FEET ABOVE THE
 JR0231'GROUND, 1.7 FEET EAST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER
 JR0231'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JR0231'0.4 FOOT ABOVE THE GROUND.
 JR0231
 JR0231                          STATION RECOVERY (1984)
 JR0231
 JR0231'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEB)
 JR0231'RECOVERED IN GOOD CONDITION.
 JR0231
 JR0231                          STATION RECOVERY (1986)
 JR0231
 JR0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0231'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1103 ***********************************************************************
 KR1103  DESIGNATION -  20 1
 KR1103  PID         -  KR1103
 KR1103  STATE/COUNTY-  NV/DOUGLAS
 KR1103  USGS QUAD   -  GENOA (1994)
 KR1103
 KR1103                         *CURRENT SURVEY CONTROL
 KR1103  ___________________________________________________________________
 KR1103* NAD 83(1986)-  39 02 36.     (N)    119 49 27.     (W)     SCALED    
 KR1103* NAVD 88     -      1451.43   (+/-2cm)    4761.9    (feet)  VERTCON   
 KR1103  ___________________________________________________________________
 KR1103  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 KR1103
 KR1103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1103
 KR1103.The horizontal coordinates were scaled from a topographic map and have
 KR1103.an estimated accuracy of +/- 6 seconds.
 KR1103
 KR1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1103.The vertical order pertains to the NGVD 29 superseded value.
 KR1103
 KR1103.The geoid height was determined by GEOID03.
 KR1103
 KR1103;                    North         East    Units  Estimated Accuracy
 KR1103;SPC NV W     - 4,477,140.      692,590.      MT  (+/- 180 meters Scaled)
 KR1103
 KR1103                          SUPERSEDED SURVEY CONTROL
 KR1103
 KR1103  NGVD 29 (??/??/92) 1450.258  (m)         4758.05   (f) ADJ UNCH    2 0
 KR1103
 KR1103.Superseded values are not recommended for survey control.
 KR1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1103.See file dsdata.txt to determine how the superseded data were derived.
 KR1103
 KR1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD555253(NAD 83)
 KR1103_MARKER: DB = BENCH MARK DISK
 KR1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1103_STAMPING: 20 - 1
 KR1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1103+STABILITY: SURFACE MOTION
 KR1103
 KR1103  HISTORY     - Date     Condition        Report By
 KR1103  HISTORY     - UNK      MONUMENTED       CGS
 KR1103  HISTORY     - 1951     GOOD             NGS
 KR1103  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1103
 KR1103                          STATION DESCRIPTION
 KR1103
 KR1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1103'2.9 MI N FROM GENOA.
 KR1103'ABOUT 2.9 MILES NORTH ALONG THE VALLEY ROAD FROM THE SCHOOL AT GENOA,
 KR1103'ABOUT 115 YARDS NORTHEAST OF A RANCH HOUSE, 112 FEET SOUTHWEST OF THE
 KR1103'CENTER OF A SMALL BRIDGE (CONCRETE) OVER A STREAM, 21 FEET NORTHWEST
 KR1103'OF THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTHEAST OF A WITNESS POST,
 KR1103'ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 KR1103'POST PROJECTING 0.6 FEET ABOVE THE GROUND.
 KR1103
 KR1103                          STATION RECOVERY (1967)
 KR1103
 KR1103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0740 ***********************************************************************
 GS0740  DESIGNATION -  20 A HN
 GS0740  PID         -  GS0740
 GS0740  STATE/COUNTY-  NV/NYE
 GS0740  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0740
 GS0740                         *CURRENT SURVEY CONTROL
 GS0740  ___________________________________________________________________
 GS0740* NAD 83(1986)-  36 42 11.     (N)    116 12 52.     (W)     SCALED    
 GS0740* NAVD 88     -      1053.316  (meters)    3455.75   (feet)  ADJUSTED  
 GS0740  ___________________________________________________________________
 GS0740  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GS0740  DYNAMIC HT  -        1052.189 (meters)    3452.06  (feet)  COMP
 GS0740  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 GS0740
 GS0740  VERT ORDER  -  FIRST     CLASS I
 GS0740
 GS0740.The horizontal coordinates were scaled from a topographic map and have
 GS0740.an estimated accuracy of +/- 6 seconds.
 GS0740
 GS0740.The orthometric height was determined by differential leveling
 GS0740.and adjusted by the National Geodetic Survey in May 2004..
 GS0740
 GS0740.The geoid height was determined by GEOID03.
 GS0740
 GS0740.The dynamic height is computed by dividing the NAVD 88
 GS0740.geopotential number by the normal gravity value computed on the
 GS0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0740.degrees latitude (g = 980.6199 gals.).
 GS0740
 GS0740.The modeled gravity was interpolated from observed gravity values.
 GS0740
 GS0740;                    North         East    Units  Estimated Accuracy
 GS0740;SPC NV C     - 6,216,770.      540,410.      MT  (+/- 180 meters Scaled)
 GS0740
 GS0740                          SUPERSEDED SURVEY CONTROL
 GS0740
 GS0740  NAVD 88 (??/??/92) 1053.328  (m)         3455.79   (f) UNKNOWN     3 0
 GS0740  NGVD 29 (05/01/91) 1052.454  (m)         3452.93   (f) ADJUSTED    1 1
 GS0740
 GS0740.Superseded values are not recommended for survey control.
 GS0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0740.See file dsdata.txt to determine how the superseded data were derived.
 GS0740
 GS0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA701622(NAD 83)
 GS0740_MARKER: DD = SURVEY DISK
 GS0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0740_SP_SET: CONCRETE POST
 GS0740_STAMPING: H-N BM 20A 1956 3452.96
 GS0740_MARK LOGO: AEC   
 GS0740_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0740+STABILITY: SURFACE MOTION
 GS0740
 GS0740  HISTORY     - Date     Condition        Report By
 GS0740  HISTORY     - 1956     MONUMENTED       AEC
 GS0740  HISTORY     - 1983     GOOD             USGS
 GS0740  HISTORY     - 1986     GOOD             USGS
 GS0740  HISTORY     - 1988     GOOD             USGS
 GS0740  HISTORY     - 19910612 GOOD             USGS
 GS0740  HISTORY     - 19930315 GOOD             USGS
 GS0740  HISTORY     - 19950322 GOOD             USGS
 GS0740
 GS0740                          STATION DESCRIPTION
 GS0740
 GS0740'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0740'22.9 KM (14.20 MI) NW FROM MERCURY.
 GS0740'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0740'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0740'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 14.2 MILES, 200 FEET SOUTH
 GS0740'OF THE ROAD.
 GS0740'THE MARK IS 1 FT  N FROM  A 4 BY 4 POST
 GS0740
 GS0740                          STATION RECOVERY (1986)
 GS0740
 GS0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0740'RECOVERED IN GOOD CONDITION.
 GS0740
 GS0740                          STATION RECOVERY (1988)
 GS0740
 GS0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0740'RECOVERED IN GOOD CONDITION.
 GS0740
 GS0740                          STATION RECOVERY (1991)
 GS0740
 GS0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0740'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0740'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0740'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 14.2 MILES, 200 FEET SOUTH
 GS0740'OF THE ROAD.
 GS0740
 GS0740                          STATION RECOVERY (1993)
 GS0740
 GS0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0740'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0740'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0740'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 14.2 MILES
 GS0740'(22.9 KM), 200 FEET (61.0 M) SOUTH OF THE ROAD.
 GS0740
 GS0740                          STATION RECOVERY (1995)
 GS0740
 GS0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0740'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0626 ***********************************************************************
 MU0626  DESIGNATION -  20 BKC
 MU0626  PID         -  MU0626
 MU0626  STATE/COUNTY-  NV/ELKO
 MU0626  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0626
 MU0626                         *CURRENT SURVEY CONTROL
 MU0626  ___________________________________________________________________
 MU0626* NAD 83(1986)-  41 37 14.     (N)    116 44 52.     (W)     SCALED    
 MU0626* NAVD 88     -      1647.890  (meters)    5406.45   (feet)  POSTED    
 MU0626  ___________________________________________________________________
 MU0626  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 MU0626  DYNAMIC HT  -        1646.660 (meters)    5402.42  (feet)  COMP
 MU0626  MODELED GRAV-     979,818.3   (mgal)                       NAVD 88
 MU0626
 MU0626  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0626
 MU0626.The horizontal coordinates were scaled from a topographic map and have
 MU0626.an estimated accuracy of +/- 6 seconds.
 MU0626
 MU0626.The orthometric height was determined by differential leveling
 MU0626.and adjusted by the National Geodetic Survey in 1992..
 MU0626.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0626.rate of 0.0 thru 1.0 mm/km.
 MU0626
 MU0626.The geoid height was determined by GEOID03.
 MU0626
 MU0626.The dynamic height is computed by dividing the NAVD 88
 MU0626.geopotential number by the normal gravity value computed on the
 MU0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0626.degrees latitude (g = 980.6199 gals.).
 MU0626
 MU0626.The modeled gravity was interpolated from observed gravity values.
 MU0626
 MU0626;                    North         East    Units  Estimated Accuracy
 MU0626;SPC NV E     - 8,763,210.      102,960.      MT  (+/- 180 meters Scaled)
 MU0626
 MU0626                          SUPERSEDED SURVEY CONTROL
 MU0626
 MU0626.No superseded survey control is available for this station.
 MU0626
 MU0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG210076(NAD 83)
 MU0626_MARKER: DD = SURVEY DISK
 MU0626_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0626_SP_SET: COPPER-CLAD STEEL ROD
 MU0626_STAMPING: 20 BKC 1973 5403
 MU0626_MARK LOGO: USGS  
 MU0626_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0626+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0626
 MU0626  HISTORY     - Date     Condition        Report By
 MU0626  HISTORY     - 1973     MONUMENTED       USGS
 MU0626
 MU0626                          STATION DESCRIPTION
 MU0626
 MU0626'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0626'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0626'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0626'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0626'ALONG ROAD, THENCE 7.0 MILES NORTH-NORTHWEST ALONG ROAD, 7.6 MILES
 MU0626'WEST AND 8.9 MILES NORTHWEST OF WINTERS RANCH -STONE HOUSE-, 41 FEET
 MU0626'NORTHWEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A CAIRN, SET
 MU0626'ON A COPPER-COATED ROD ENCASED IN A 6-INCH PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0581 ***********************************************************************
 MT0581  DESIGNATION -  20 C
 MT0581  PID         -  MT0581
 MT0581  STATE/COUNTY-  NV/ELKO
 MT0581  USGS QUAD   -  MERRITT MOUNTAIN (1986)
 MT0581
 MT0581                         *CURRENT SURVEY CONTROL
 MT0581  ___________________________________________________________________
 MT0581* NAD 83(1986)-  41 47 53.     (N)    115 50 48.     (W)     SCALED    
 MT0581* NAVD 88     -      1874.146  (meters)    6148.76   (feet)  ADJUSTED  
 MT0581  ___________________________________________________________________
 MT0581  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 MT0581  DYNAMIC HT  -        1872.655 (meters)    6143.87  (feet)  COMP
 MT0581  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 MT0581
 MT0581  VERT ORDER  -  SECOND    CLASS 0
 MT0581
 MT0581.The horizontal coordinates were scaled from a topographic map and have
 MT0581.an estimated accuracy of +/- 6 seconds.
 MT0581
 MT0581.The orthometric height was determined by differential leveling
 MT0581.and adjusted by the National Geodetic Survey in June 1991..
 MT0581
 MT0581.The geoid height was determined by GEOID03.
 MT0581
 MT0581.The dynamic height is computed by dividing the NAVD 88
 MT0581.geopotential number by the normal gravity value computed on the
 MT0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0581.degrees latitude (g = 980.6199 gals.).
 MT0581
 MT0581.The modeled gravity was interpolated from observed gravity values.
 MT0581
 MT0581;                    North         East    Units  Estimated Accuracy
 MT0581;SPC NV E     - 8,782,300.      178,120.      MT  (+/- 180 meters Scaled)
 MT0581
 MT0581                          SUPERSEDED SURVEY CONTROL
 MT0581
 MT0581  NGVD 29 (??/??/92) 1872.890  (m)         6144.64   (f) ADJ UNCH    2 0
 MT0581
 MT0581.Superseded values are not recommended for survey control.
 MT0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0581.See file dsdata.txt to determine how the superseded data were derived.
 MT0581
 MT0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG958279(NAD 83)
 MT0581_MARKER: DD = SURVEY DISK
 MT0581_SETTING: 80 = SET IN A BOULDER
 MT0581_STAMPING: 20 C 6145 1933
 MT0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0581+STABILITY: SURFACE MOTION
 MT0581
 MT0581  HISTORY     - Date     Condition        Report By
 MT0581  HISTORY     - 1933     MONUMENTED       USGS
 MT0581  HISTORY     - 1951     GOOD             NGS
 MT0581
 MT0581                          STATION DESCRIPTION
 MT0581
 MT0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0581'8.8 MI E FROM MOUNTAIN CITY.
 MT0581'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0581'MOUNTAIN CITY, THENCE 7.8 MILES EAST ALONG A GRAVEL ROAD, AT A ROAD
 MT0581'CROSSING AT A STREAM, SET IN THE TOP OF A LARGE BOULDER, 87 1/2 FEET
 MT0581'NORTHWEST OF THE CENTER LINE OF THE ROAD WHERE THE STREAM CROSSES, 34
 MT0581'1/2 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE STREAM, 18.3 FEET WEST
 MT0581'OF BENCH MARK 20 C R.M. (USGS), ABOUT 12 FEET HIGHER THAN THE ROAD,
 MT0581'AND MARKED WITH WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0582 ***********************************************************************
 MT0582  DESIGNATION -  20 C RM
 MT0582  PID         -  MT0582
 MT0582  STATE/COUNTY-  NV/ELKO
 MT0582  USGS QUAD   -  MERRITT MOUNTAIN (1986)
 MT0582
 MT0582                         *CURRENT SURVEY CONTROL
 MT0582  ___________________________________________________________________
 MT0582* NAD 83(1986)-  41 47 54.     (N)    115 50 48.     (W)     SCALED    
 MT0582* NAVD 88     -      1873.505  (meters)    6146.66   (feet)  ADJUSTED  
 MT0582  ___________________________________________________________________
 MT0582  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 MT0582  DYNAMIC HT  -        1872.015 (meters)    6141.77  (feet)  COMP
 MT0582  MODELED GRAV-     979,760.5   (mgal)                       NAVD 88
 MT0582
 MT0582  VERT ORDER  -  SECOND    CLASS 0
 MT0582
 MT0582.The horizontal coordinates were scaled from a topographic map and have
 MT0582.an estimated accuracy of +/- 6 seconds.
 MT0582
 MT0582.The orthometric height was determined by differential leveling
 MT0582.and adjusted by the National Geodetic Survey in June 1991..
 MT0582
 MT0582.The geoid height was determined by GEOID03.
 MT0582
 MT0582.The dynamic height is computed by dividing the NAVD 88
 MT0582.geopotential number by the normal gravity value computed on the
 MT0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0582.degrees latitude (g = 980.6199 gals.).
 MT0582
 MT0582.The modeled gravity was interpolated from observed gravity values.
 MT0582
 MT0582;                    North         East    Units  Estimated Accuracy
 MT0582;SPC NV E     - 8,782,330.      178,120.      MT  (+/- 180 meters Scaled)
 MT0582
 MT0582                          SUPERSEDED SURVEY CONTROL
 MT0582
 MT0582  NGVD 29 (??/??/92) 1872.248  (m)         6142.53   (f) ADJ UNCH    2 0
 MT0582
 MT0582.Superseded values are not recommended for survey control.
 MT0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0582.See file dsdata.txt to determine how the superseded data were derived.
 MT0582
 MT0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG958280(NAD 83)
 MT0582_MARKER: Q = CHISELED SQUARE
 MT0582_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MT0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0582
 MT0582  HISTORY     - Date     Condition        Report By
 MT0582  HISTORY     - UNK      MONUMENTED       USGS
 MT0582  HISTORY     - 1951     GOOD             NGS
 MT0582
 MT0582                          STATION DESCRIPTION
 MT0582
 MT0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0582'8.8 MI E FROM MOUNTAIN CITY.
 MT0582'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0582'MOUNTAIN CITY, THENCE 7.8 MILES EAST ALONG A GRAVEL ROAD, AT A ROAD
 MT0582'CROSSING AT A STREAM, CUT INTO THE TOP OF A ROCK, 74 1/2 FEET
 MT0582'NORTHWEST OF THE CENTER LINE OF THE ROAD AT THE STREAM CROSSING, 39
 MT0582'FEET NORTHEAST OF THE NORTHEAST EDGE OF THE STREAM, 18.3 FEET EAST OF
 MT0582'BENCH MARK 20 C (USGS), ABOUT 9 FEET HIGHER THAN THE ROAD, AND MARKED
 MT0582'WITH WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1488 ***********************************************************************
 KR1488  DESIGNATION -  20 DOR
 KR1488  PID         -  KR1488
 KR1488  STATE/COUNTY-  NV/CHURCHILL
 KR1488  USGS QUAD   -  LONE ROCK SE (1969)
 KR1488
 KR1488                         *CURRENT SURVEY CONTROL
 KR1488  ___________________________________________________________________
 KR1488* NAD 83(1994)-  39 47 43.82447(N)    118 15 08.31981(W)     ADJUSTED  
 KR1488* NAVD 88     -      1213.42   (+/-2cm)    3981.0    (feet)  VERTCON   
 KR1488  ___________________________________________________________________
 KR1488  LAPLACE CORR-           9.91  (seconds)                    DEFLEC99
 KR1488  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 KR1488
 KR1488  HORZ ORDER  -  SECOND
 KR1488  VERT ORDER  -  THIRD ? (See Below)
 KR1488
 KR1488.The horizontal coordinates were established by classical geodetic methods
 KR1488.and adjusted by the National Geodetic Survey in June 1998..
 KR1488
 KR1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1488.The vertical order pertains to the NGVD 29 superseded value.
 KR1488
 KR1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1488
 KR1488.The geoid height was determined by GEOID03.
 KR1488
 KR1488;                    North         East     Units Scale Factor Converg.
 KR1488;SPC NV W     - 4,559,961.693   828,348.603   MT  0.99990989   +0 12 42.7
 KR1488;SPC NV W     -14,960,474.32  2,717,673.71   sFT  0.99990989   +0 12 42.7
 KR1488;UTM  11      - 4,405,810.896   392,783.352   MT  0.99974152   -0 48 05.8
 KR1488
 KR1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1488!SPC NV W     -   0.99981333  x   0.99990989  =   0.99972324
 KR1488!UTM  11      -   0.99981333  x   0.99974152  =   0.99955490
 KR1488
 KR1488                          SUPERSEDED SURVEY CONTROL
 KR1488
 KR1488  NAD 83(1986)-  39 47 43.82936(N)    118 15 08.31593(W) AD(       ) 2
 KR1488  NAD 27      -  39 47 44.12319(N)    118 15 04.81882(W) AD(       ) 2
 KR1488  NGVD 29 (07/19/86) 1212.47   (m)         3977.9    (f) LEVELING    3  
 KR1488
 KR1488.Superseded values are not recommended for survey control.
 KR1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1488.See file dsdata.txt to determine how the superseded data were derived.
 KR1488
 KR1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE9278305811(NAD 83)
 KR1488_MARKER: DB = BENCH MARK DISK
 KR1488_SETTING: 0 = UNSPECIFIED SETTING
 KR1488
 KR1488  HISTORY     - Date     Condition        Report By
 KR1488  HISTORY     - 1976     MONUMENTED       USGS
 KR1488  HISTORY     - 1976     GOOD             DMA
 KR1488
 KR1488                          STATION DESCRIPTION
 KR1488
 KR1488'DESCRIBED BY US GEOLOGICAL SURVEY 1976 (WL)
 KR1488'STATION IS A STANDARD USGS BENCH MARK DISK STAMPED--20 DOR 1969
 KR1488'3978 SET ATOP A COPPER-WELD ROD DRIVEN TO RESISTANCE.  THE MARK HAS
 KR1488'BEEN REINFORCED WITH CONCRETE TO PREVENT LATERAL MOVEMENT.
 KR1488
 KR1488                          STATION RECOVERY (1976)
 KR1488
 KR1488'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (LWL)
 KR1488'THIS PARTY DID NOT HAVE A DESCRIPTION OF THE BENCH MARK.  IT WAS
 KR1488'LOCATED BY VISUAL INSPECTION.
 KR1488'
 KR1488'THE MARK WAS REINFORCED WITH CONCRETE TO REMOVE LATERAL MOVEMENT
 KR1488'AS IT WAS USED AS THE AZIMUTH MARK FOR SHADY DMATC 1976.  IT WAS
 KR1488'ALSO USED FOR A VERTICAL TIE TO SHADY DMATC 1976 USING
 KR1488'TRIGONOMETRIC METHODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0417 ***********************************************************************
 HP0417  DESIGNATION -  20 DOR
 HP0417  PID         -  HP0417
 HP0417  STATE/COUNTY-  NV/LINCOLN
 HP0417  USGS QUAD   -  DEADMAN SPRING (1970)
 HP0417
 HP0417                         *CURRENT SURVEY CONTROL
 HP0417  ___________________________________________________________________
 HP0417* NAD 83(1986)-  37 57 46.     (N)    114 58 34.     (W)     SCALED    
 HP0417* NAVD 88     -      1469.419  (meters)    4820.92   (feet)  ADJUSTED  
 HP0417  ___________________________________________________________________
 HP0417  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 HP0417  DYNAMIC HT  -        1467.834 (meters)    4815.72  (feet)  COMP
 HP0417  MODELED GRAV-     979,499.8   (mgal)                       NAVD 88
 HP0417
 HP0417  VERT ORDER  -  SECOND    CLASS 0
 HP0417
 HP0417.The horizontal coordinates were scaled from a topographic map and have
 HP0417.an estimated accuracy of +/- 6 seconds.
 HP0417
 HP0417.The orthometric height was determined by differential leveling
 HP0417.and adjusted by the National Geodetic Survey in June 1991..
 HP0417
 HP0417.The geoid height was determined by GEOID03.
 HP0417
 HP0417.The dynamic height is computed by dividing the NAVD 88
 HP0417.geopotential number by the normal gravity value computed on the
 HP0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0417.degrees latitude (g = 980.6199 gals.).
 HP0417
 HP0417.The modeled gravity was interpolated from observed gravity values.
 HP0417
 HP0417;                    North         East    Units  Estimated Accuracy
 HP0417;SPC NV E     - 8,356,650.      253,360.      MT  (+/- 180 meters Scaled)
 HP0417
 HP0417                          SUPERSEDED SURVEY CONTROL
 HP0417
 HP0417.No superseded survey control is available for this station.
 HP0417
 HP0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC777036(NAD 83)
 HP0417_MARKER: DD = SURVEY DISK
 HP0417_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0417_SP_SET: COPPER-CLAD STEEL ROD
 HP0417_STAMPING: 20 DOR 1968 4818
 HP0417_MARK LOGO: USGS  
 HP0417_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0417+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0417
 HP0417  HISTORY     - Date     Condition        Report By
 HP0417  HISTORY     - 1968     MONUMENTED       USGS
 HP0417
 HP0417                          STATION DESCRIPTION
 HP0417
 HP0417'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0417'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 32.5 MILES NORTHEAST
 HP0417'ALONG HIGHWAY 38 TO A CROSSROAD, 100 FEET WEST OF THE NEW ROAD
 HP0417'CENTERLINE, 64 FEET WEST AND 1 FOOT HIGHER THAN THE ROAD, 20 FEET
 HP0417'NORTH OF THE CROSSROAD, 2 FEET EAST OF A WITNESS SIGN, SET ON A
 HP0417'COPPER-COATED ROD ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0557 ***********************************************************************
 JP0557  DESIGNATION -  20 DOR
 JP0557  PID         -  JP0557
 JP0557  STATE/COUNTY-  NV/LINCOLN
 JP0557  USGS QUAD   -  SIDEHILL SPRING (1971)
 JP0557
 JP0557                         *CURRENT SURVEY CONTROL
 JP0557  ___________________________________________________________________
 JP0557* NAD 83(1986)-  38 26 19.     (N)    114 48 18.     (W)     SCALED    
 JP0557* NAVD 88     -      1831.894  (meters)    6010.14   (feet)  ADJUSTED  
 JP0557  ___________________________________________________________________
 JP0557  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 JP0557  DYNAMIC HT  -        1829.825 (meters)    6003.35  (feet)  COMP
 JP0557  MODELED GRAV-     979,434.4   (mgal)                       NAVD 88
 JP0557
 JP0557  VERT ORDER  -  SECOND    CLASS 0
 JP0557
 JP0557.The horizontal coordinates were scaled from a topographic map and have
 JP0557.an estimated accuracy of +/- 6 seconds.
 JP0557
 JP0557.The orthometric height was determined by differential leveling
 JP0557.and adjusted by the National Geodetic Survey in August 1995..
 JP0557
 JP0557.The geoid height was determined by GEOID03.
 JP0557
 JP0557.The dynamic height is computed by dividing the NAVD 88
 JP0557.geopotential number by the normal gravity value computed on the
 JP0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0557.degrees latitude (g = 980.6199 gals.).
 JP0557
 JP0557.The modeled gravity was interpolated from observed gravity values.
 JP0557
 JP0557;                    North         East    Units  Estimated Accuracy
 JP0557;SPC NV E     - 8,409,570.      267,950.      MT  (+/- 180 meters Scaled)
 JP0557
 JP0557                          SUPERSEDED SURVEY CONTROL
 JP0557
 JP0557.No superseded survey control is available for this station.
 JP0557
 JP0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC915567(NAD 83)
 JP0557_MARKER: DD = SURVEY DISK
 JP0557_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0557_SP_SET: COPPER-CLAD STEEL ROD
 JP0557_STAMPING: 20 DOR 1971 6006
 JP0557_MARK LOGO: USGS  
 JP0557_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0557
 JP0557  HISTORY     - Date     Condition        Report By
 JP0557  HISTORY     - 1971     MONUMENTED       USGS
 JP0557
 JP0557                          STATION DESCRIPTION
 JP0557
 JP0557'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0557'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0557'HIGHWAY 93 TO A T-ROAD WEST, THENCE 8.5 MILES WEST TO A GATE AND A
 JP0557'ROAD SOUTH, THENCE 10.4 MILES SOUTH, 38 FEET EAST OF THE CENTERLINE
 JP0557'OF THE ROAD, 2 FEET WEST OF A WITNESS POST, A 5/8 INCH COPPER COATED
 JP0557'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0584 ***********************************************************************
 JP0584  DESIGNATION -  20 DOR
 JP0584  PID         -  JP0584
 JP0584  STATE/COUNTY-  NV/WHITE PINE
 JP0584  USGS QUAD   -  WHITE ROCK CREEK (1973)
 JP0584
 JP0584                         *CURRENT SURVEY CONTROL
 JP0584  ___________________________________________________________________
 JP0584* NAD 83(1986)-  38 54 48.     (N)    114 48 21.     (W)     SCALED    
 JP0584* NAVD 88     -      2116.703  (meters)    6944.55   (feet)  ADJUSTED  
 JP0584  ___________________________________________________________________
 JP0584  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 JP0584  DYNAMIC HT  -        2114.325 (meters)    6936.75  (feet)  COMP
 JP0584  MODELED GRAV-     979,428.6   (mgal)                       NAVD 88
 JP0584
 JP0584  VERT ORDER  -  SECOND    CLASS 0
 JP0584
 JP0584.The horizontal coordinates were scaled from a topographic map and have
 JP0584.an estimated accuracy of +/- 6 seconds.
 JP0584
 JP0584.The orthometric height was determined by differential leveling
 JP0584.and adjusted by the National Geodetic Survey in August 1995..
 JP0584
 JP0584.The geoid height was determined by GEOID03.
 JP0584
 JP0584.The dynamic height is computed by dividing the NAVD 88
 JP0584.geopotential number by the normal gravity value computed on the
 JP0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0584.degrees latitude (g = 980.6199 gals.).
 JP0584
 JP0584.The modeled gravity was interpolated from observed gravity values.
 JP0584
 JP0584;                    North         East    Units  Estimated Accuracy
 JP0584;SPC NV E     - 8,462,270.      267,430.      MT  (+/- 180 meters Scaled)
 JP0584
 JP0584                          SUPERSEDED SURVEY CONTROL
 JP0584
 JP0584.No superseded survey control is available for this station.
 JP0584
 JP0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD902094(NAD 83)
 JP0584_MARKER: DD = SURVEY DISK
 JP0584_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0584_SP_SET: COPPER-CLAD STEEL ROD
 JP0584_STAMPING: 20 DOR 1973 6940
 JP0584_MARK LOGO: USGS  
 JP0584_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0584
 JP0584  HISTORY     - Date     Condition        Report By
 JP0584  HISTORY     - 1973     MONUMENTED       USGS
 JP0584
 JP0584                          STATION DESCRIPTION
 JP0584
 JP0584'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0584'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0584'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 19.4 MILES
 JP0584'SOUTH, 0.1 MILE WEST OF A FENCE, JUST SOUTHEAST OF A DIP IN THE ROAD,
 JP0584'60 FEET EAST OF THE CENTERLINE OF ROAD, ON A 5/8 INCH COPPER COATED
 JP0584'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0549 ***********************************************************************
 MU0549  DESIGNATION -  20 FMK
 MU0549  PID         -  MU0549
 MU0549  STATE/COUNTY-  NV/ELKO
 MU0549  USGS QUAD   -  BURNER HILLS (1974)
 MU0549
 MU0549                         *CURRENT SURVEY CONTROL
 MU0549  ___________________________________________________________________
 MU0549* NAD 83(1986)-  41 23 25.     (N)    116 39 16.     (W)     SCALED    
 MU0549* NAVD 88     -      1854.216  (meters)    6083.37   (feet)  POSTED    
 MU0549  ___________________________________________________________________
 MU0549  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 MU0549  DYNAMIC HT  -        1852.730 (meters)    6078.50  (feet)  COMP
 MU0549  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 MU0549
 MU0549  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0549
 MU0549.The horizontal coordinates were scaled from a topographic map and have
 MU0549.an estimated accuracy of +/- 6 seconds.
 MU0549
 MU0549.The orthometric height was determined by differential leveling
 MU0549.and adjusted by the National Geodetic Survey in 1992..
 MU0549.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0549.rate of 0.0 thru 1.0 mm/km.
 MU0549
 MU0549.The geoid height was determined by GEOID03.
 MU0549
 MU0549.The dynamic height is computed by dividing the NAVD 88
 MU0549.geopotential number by the normal gravity value computed on the
 MU0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0549.degrees latitude (g = 980.6199 gals.).
 MU0549
 MU0549.The modeled gravity was interpolated from observed gravity values.
 MU0549
 MU0549;                    North         East    Units  Estimated Accuracy
 MU0549;SPC NV E     - 8,737,540.      110,420.      MT  (+/- 180 meters Scaled)
 MU0549
 MU0549                          SUPERSEDED SURVEY CONTROL
 MU0549
 MU0549.No superseded survey control is available for this station.
 MU0549
 MU0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF288821(NAD 83)
 MU0549_MARKER: DD = SURVEY DISK
 MU0549_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0549_SP_SET: COPPER-CLAD STEEL ROD
 MU0549_STAMPING: 20 FMK 1973 6080
 MU0549_MARK LOGO: USGS  
 MU0549_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0549+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0549
 MU0549  HISTORY     - Date     Condition        Report By
 MU0549  HISTORY     - 1973     MONUMENTED       USGS
 MU0549
 MU0549                          STATION DESCRIPTION
 MU0549
 MU0549'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0549'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0549'MILES EAST ALONG GRAVEL ROAD, THENCE 14.1 MILES NORTH ALONG DIRT ROAD,
 MU0549'6.0 MILES WEST AND 9.0 MILES SOUTH OF WINTERS RANCH -STONE HOUSE-, TO
 MU0549'A TRACK ROAD WEST, 82 FEET NORTH AND 27 FEET WEST OF A T-ROAD JUNCTION
 MU0549'AT A CAIRN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER
 MU0549'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0391 ***********************************************************************
 JQ0391  DESIGNATION -  20 GWM
 JQ0391  PID         -  JQ0391
 JQ0391  STATE/COUNTY-  NV/NYE
 JQ0391  USGS QUAD   -  DOWNEYVILLE (1988)
 JQ0391
 JQ0391                         *CURRENT SURVEY CONTROL
 JQ0391  ___________________________________________________________________
 JQ0391* NAD 83(1986)-  38 55 18.     (N)    117 57 15.     (W)     SCALED    
 JQ0391* NAVD 88     -      1419.895  (meters)    4658.44   (feet)  ADJUSTED  
 JQ0391  ___________________________________________________________________
 JQ0391  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 JQ0391  DYNAMIC HT  -        1418.497 (meters)    4653.85  (feet)  COMP
 JQ0391  MODELED GRAV-     979,594.4   (mgal)                       NAVD 88
 JQ0391
 JQ0391  VERT ORDER  -  FIRST     CLASS II
 JQ0391
 JQ0391.The horizontal coordinates were scaled from a topographic map and have
 JQ0391.an estimated accuracy of +/- 6 seconds.
 JQ0391
 JQ0391.The orthometric height was determined by differential leveling
 JQ0391.and adjusted by the National Geodetic Survey in June 1991..
 JQ0391
 JQ0391.The geoid height was determined by GEOID03.
 JQ0391
 JQ0391.The dynamic height is computed by dividing the NAVD 88
 JQ0391.geopotential number by the normal gravity value computed on the
 JQ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0391.degrees latitude (g = 980.6199 gals.).
 JQ0391
 JQ0391.The modeled gravity was interpolated from observed gravity values.
 JQ0391
 JQ0391;                    North         East    Units  Estimated Accuracy
 JQ0391;SPC NV C     - 6,463,690.      388,360.      MT  (+/- 180 meters Scaled)
 JQ0391
 JQ0391                          SUPERSEDED SURVEY CONTROL
 JQ0391
 JQ0391  NGVD 29 (??/??/92) 1418.85   (m)         4655.0    (f) COMPUTED    1 2
 JQ0391
 JQ0391.Superseded values are not recommended for survey control.
 JQ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0391.See file dsdata.txt to determine how the superseded data were derived.
 JQ0391
 JQ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD172085(NAD 83)
 JQ0391_MARKER: DD = SURVEY DISK
 JQ0391_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JQ0391+WITH SETTING: PAVEMENT
 JQ0391_STAMPING: 4656 GWM 20 1944
 JQ0391_MARK LOGO: USGS  
 JQ0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0391+STABILITY: SURFACE MOTION
 JQ0391
 JQ0391  HISTORY     - Date     Condition        Report By
 JQ0391  HISTORY     - 1944     MONUMENTED       USGS
 JQ0391  HISTORY     - 1955     GOOD             NGS
 JQ0391  HISTORY     - 1984     GOOD             NGS
 JQ0391
 JQ0391                          STATION DESCRIPTION
 JQ0391
 JQ0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JQ0391'IN GABBS AIRPORT.
 JQ0391'AT GABBS AIRPORT, 0.7 MILE WEST OF B.M. Y 381, AT A RESIDENCE AND
 JQ0391'WEATHER BUREAU OFFICE, IN THE TOP OF THE CONCRETE SIDEWALK AND
 JQ0391'FLAGPOLE BASE, 2.4 FEET NORTH OF THE EAST EDGE OF THE DOOR TO THE
 JQ0391'STORM PORCH ON THE NORTH SIDE OF THE BUILDING, 0.8 FOOT SOUTH OF THE
 JQ0391'SOUTH EDGE OF THE STEEL FLAGPOLE, AND ABOUT LEVEL WITH THE SIDEWALK.
 JQ0391
 JQ0391                          STATION RECOVERY (1984)
 JQ0391
 JQ0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0391'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 JQ0391'NOTE--STATE HIGHWAY 23 IS NOW STATE HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0496 ***********************************************************************
 LS0496  DESIGNATION -  20 HJH
 LS0496  PID         -  LS0496
 LS0496  STATE/COUNTY-  NV/WASHOE
 LS0496  USGS QUAD   -  DOVE CREEK (1964)
 LS0496
 LS0496                         *CURRENT SURVEY CONTROL
 LS0496  ___________________________________________________________________
 LS0496* NAD 83(1986)-  40 02 41.     (N)    119 23 05.     (W)     SCALED    
 LS0496* NAVD 88     -      1208.467  (meters)    3964.78   (feet)  ADJUSTED  
 LS0496  ___________________________________________________________________
 LS0496  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 LS0496  DYNAMIC HT  -        1207.480 (meters)    3961.54  (feet)  COMP
 LS0496  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 LS0496
 LS0496  VERT ORDER  -  SECOND    CLASS 0
 LS0496
 LS0496.The horizontal coordinates were scaled from a topographic map and have
 LS0496.an estimated accuracy of +/- 6 seconds.
 LS0496
 LS0496.The orthometric height was determined by differential leveling
 LS0496.and adjusted by the National Geodetic Survey in June 1991..
 LS0496
 LS0496.The geoid height was determined by GEOID03.
 LS0496
 LS0496.The dynamic height is computed by dividing the NAVD 88
 LS0496.geopotential number by the normal gravity value computed on the
 LS0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0496.degrees latitude (g = 980.6199 gals.).
 LS0496
 LS0496.The modeled gravity was interpolated from observed gravity values.
 LS0496
 LS0496;                    North         East    Units  Estimated Accuracy
 LS0496;SPC NV W     - 4,587,890.      731,620.      MT  (+/- 180 meters Scaled)
 LS0496
 LS0496                          SUPERSEDED SURVEY CONTROL
 LS0496
 LS0496  NGVD 29 (??/??/92) 1207.482  (m)         3961.55   (f) ADJ UNCH    2 0
 LS0496
 LS0496.Superseded values are not recommended for survey control.
 LS0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0496.See file dsdata.txt to determine how the superseded data were derived.
 LS0496
 LS0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE965354(NAD 83)
 LS0496_MARKER: DB = BENCH MARK DISK
 LS0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0496_SP_SET: CONCRETE POST
 LS0496_STAMPING: 20 HJH 1962 3962
 LS0496_MARK LOGO: USGS  
 LS0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0496+STABILITY: SURFACE MOTION
 LS0496
 LS0496  HISTORY     - Date     Condition        Report By
 LS0496  HISTORY     - 1962     MONUMENTED       USGS
 LS0496
 LS0496                          STATION DESCRIPTION
 LS0496
 LS0496'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0496'25.7 KM (16.00 MI) NORTH FROM NIXON.
 LS0496'16.0 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34 ON THE INSIDE EDGE
 LS0496'OF A LONG CURVE, 62 FEET EAST OF A 1/4 CORNER BETWEEN SECTIONS 10 AND
 LS0496'15 (GLO BRASS CAP SET IN 1912), 40 FEET EAST OF THE HIGHWAY
 LS0496'CENTERLINE.
 LS0496'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0474 ***********************************************************************
 MV0474  CBN         -  This is a Cooperative Base Network Control Station.
 MV0474  DESIGNATION -  20 LRC
 MV0474  PID         -  MV0474
 MV0474  STATE/COUNTY-  NV/HUMBOLDT
 MV0474  USGS QUAD   -  PAIUTE MEADOWS (1972)
 MV0474
 MV0474                         *CURRENT SURVEY CONTROL
 MV0474  ___________________________________________________________________
 MV0474* NAD 83(1999)-  41 17 58.10921(N)    118 55 10.55484(W)     ADJUSTED  
 MV0474* NAVD 88     -      1343.877  (meters)    4409.04   (feet)  ADJUSTED  
 MV0474  ___________________________________________________________________
 MV0474  EPOCH DATE  -        1999.37
 MV0474  X           -  -2,321,047.454 (meters)                     COMP
 MV0474  Y           -  -4,201,173.059 (meters)                     COMP
 MV0474  Z           -   4,188,339.765 (meters)                     COMP
 MV0474  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 MV0474  ELLIP HEIGHT-        1322.79  (meters)          (10/30/00) GPS OBS
 MV0474  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 MV0474  DYNAMIC HT  -        1342.918 (meters)    4405.89  (feet)  COMP
 MV0474  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 MV0474
 MV0474  HORZ ORDER  -  B
 MV0474  VERT ORDER  -  SECOND    CLASS 0
 MV0474  ELLP ORDER  -  FOURTH    CLASS II
 MV0474
 MV0474.The horizontal coordinates were established by GPS observations
 MV0474.and adjusted by the National Geodetic Survey in October 2000..
 MV0474.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 MV0474.DATUM ITEM on the data sheet items page.
 MV0474.The horizontal coordinates are valid at the epoch date displayed above.
 MV0474.The epoch date for horizontal control is a decimal equivalence
 MV0474.of Year/Month/Day.
 MV0474
 MV0474.The orthometric height was determined by differential leveling
 MV0474.and adjusted by the National Geodetic Survey in June 1991..
 MV0474
 MV0474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MV0474
 MV0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0474
 MV0474.The ellipsoidal height was determined by GPS observations
 MV0474.and is referenced to NAD 83.
 MV0474
 MV0474.The geoid height was determined by GEOID03.
 MV0474
 MV0474.The dynamic height is computed by dividing the NAVD 88
 MV0474.geopotential number by the normal gravity value computed on the
 MV0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0474.degrees latitude (g = 980.6199 gals.).
 MV0474
 MV0474.The modeled gravity was interpolated from observed gravity values.
 MV0474
 MV0474;                    North         East     Units Scale Factor Converg.
 MV0474;SPC NV W     - 4,726,955.516   771,839.500   MT  0.99990976   -0 13 19.0
 MV0474;SPC NV W     -15,508,353.22  2,532,276.76   sFT  0.99990976   -0 13 19.0
 MV0474;UTM  11      - 4,573,779.662   339,287.821   MT  0.99991787   -1 16 01.9
 MV0474
 MV0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0474!SPC NV W     -   0.99979256  x   0.99990976  =   0.99970234
 MV0474!UTM  11      -   0.99979256  x   0.99991787  =   0.99971044
 MV0474
 MV0474                          SUPERSEDED SURVEY CONTROL
 MV0474
 MV0474  NAD 83(1994)-  41 17 58.10789(N)    118 55 10.55229(W) AD(       ) B
 MV0474  ELLIP H (03/30/95) 1322.87   (m)                       GP(       ) 4 1
 MV0474  NAVD 88 (03/30/95) 1343.88   (m)         4409.0    (f) LEVELING    3  
 MV0474
 MV0474.Superseded values are not recommended for survey control.
 MV0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0474.See file dsdata.txt to determine how the superseded data were derived.
 MV0474
 MV0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF3928873780(NAD 83)
 MV0474_MARKER: DD = SURVEY DISK
 MV0474_SETTING: 66 = SET IN ROCK OUTCROP
 MV0474_SP_SET: ROCK OUTCROP
 MV0474_STAMPING: 4406 20 LRC 1972
 MV0474_MARK LOGO: USGS  
 MV0474_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MV0474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0474+STABILITY: POSITION/ELEVATION WELL
 MV0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0474+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1994
 MV0474
 MV0474  HISTORY     - Date     Condition        Report By
 MV0474  HISTORY     - 1972     MONUMENTED       USGS
 MV0474  HISTORY     - 19940620 GOOD             NVBMG
 MV0474
 MV0474                          STATION DESCRIPTION
 MV0474
 MV0474'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0474'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0474'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0474'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0474'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0474'ALONG TRACK ROAD, THENCE 0.7 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0474'TO A CURVE AROUND POINT OF A RIDGE, 0.7 MILES NORTHEAST OF PAHUTE
 MV0474'MEADOW RANCH, 98 FEET NORTH AND 10 FEET HIGHER THAN THE CENTERLINE OF
 MV0474'THE ROAD, CEMENTED FLUSH IN A SOLID ROCK OUTCROP.
 MV0474
 MV0474                          STATION RECOVERY (1994)
 MV0474
 MV0474'RECOVERY NOTE BY NEVADA BUREAU OF MINES AND GEOLOGY 1994
 MV0474'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 95 AND STATE
 MV0474'ROUTE 140, GO WEST ON ROUTE 140 FOR 57.0 KM (35.40 MI) TO THE JUNCTION
 MV0474'OF LEONARD CREEK ROAD.  TURN LEFT AND GO SOUTH ON LEONARD CREEK ROAD
 MV0474'FOR 12.2 KM (7.60 MI) TO A FORK AND END OF PAVEMENT.  TAKE THE RIGHT
 MV0474'FORK AND CONTINUE WEST ON LEONARD CREEK ROAD FOR 23.2 KM (14.40 MI) TO
 MV0474'LEONARD CREEK RANCH.  CONTINUE WEST ON LEONARD CREEK ROAD FOR 0.55 KM
 MV0474'(0.35 MI) TO A FORK.  TAKE THE RIGHT FORK (MAIN ROAD) AND GO 4.15 KM
 MV0474'(2.55 MI) TO A FORK.  TAKE THE LEFT FORK (MAIN ROAD) AND CONTINUE
 MV0474'SOUTHWEST ON LEONARD CREEK ROAD FOR 28.48 KM (17.70 MI) TO THE STATION
 MV0474'ON THE INSIDE OF A TIGHT RIGHT BEND IN THE ROAD. THE STATION IS A
 MV0474'STANDARD BRASS DISK SET IN A 1 M (3.3 FT) HIGH ROCK OUTCROP, ABOUT 0.3
 MV0474'M (1.0 FT) ABOVE GROUND LEVEL.  IT IS 41.15 M (135.01 FT) WEST OF THE
 MV0474'END OF A CULVERT AND 28.95 M (94.98 FT) NORTH OF THE NORTH EDGE OF THE
 MV0474'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0447 ***********************************************************************
 HP0447  DESIGNATION -  20 LRC
 HP0447  PID         -  HP0447
 HP0447  STATE/COUNTY-  NV/LINCOLN
 HP0447  USGS QUAD   -  BLUE NOSE PEAK (1973)
 HP0447
 HP0447                         *CURRENT SURVEY CONTROL
 HP0447  ___________________________________________________________________
 HP0447* NAD 83(1986)-  37 08 42.     (N)    114 21 38.     (W)     SCALED    
 HP0447* NAVD 88     -      1042.900  (meters)    3421.58   (feet)  POSTED    
 HP0447  ___________________________________________________________________
 HP0447  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 HP0447  DYNAMIC HT  -        1041.830 (meters)    3418.07  (feet)  COMP
 HP0447  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 HP0447
 HP0447  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0447
 HP0447.The horizontal coordinates were scaled from a topographic map and have
 HP0447.an estimated accuracy of +/- 6 seconds.
 HP0447
 HP0447.The orthometric height was determined by differential leveling
 HP0447.and adjusted by the National Geodetic Survey in 1992..
 HP0447.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0447.rate of 1.1 thru 2.0 mm/km.
 HP0447
 HP0447.The geoid height was determined by GEOID03.
 HP0447
 HP0447.The dynamic height is computed by dividing the NAVD 88
 HP0447.geopotential number by the normal gravity value computed on the
 HP0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0447.degrees latitude (g = 980.6199 gals.).
 HP0447
 HP0447.The modeled gravity was interpolated from observed gravity values.
 HP0447
 HP0447;                    North         East    Units  Estimated Accuracy
 HP0447;SPC NV E     - 8,266,420.      308,630.      MT  (+/- 180 meters Scaled)
 HP0447
 HP0447                          SUPERSEDED SURVEY CONTROL
 HP0447
 HP0447.No superseded survey control is available for this station.
 HP0447
 HP0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB344142(NAD 83)
 HP0447_MARKER: DD = SURVEY DISK
 HP0447_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0447_SP_SET: COPPER-CLAD STEEL ROD
 HP0447_STAMPING: 20 LRC 1973 3419
 HP0447_MARK LOGO: USGS  
 HP0447_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0447+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0447
 HP0447  HISTORY     - Date     Condition        Report By
 HP0447  HISTORY     - 1973     MONUMENTED       USGS
 HP0447
 HP0447                          STATION DESCRIPTION
 HP0447
 HP0447'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0447'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0447'MILES NORTH ALONG A GRAVEL ROAD TO A Y-ROAD, AT THE MOUTH OF A LARGE
 HP0447'DRAIN, THENCE 7.3 MILES EASTERLY ALONG ROAD AND UP A DRAIN, ALONG A
 HP0447'GRAVEL ROAD TOWARD BEAVER DAM WASH TO THE CROSSING OF A DEEP DRAIN,
 HP0447'97 FEET SOUTHEAST AND ABOUT 6 FEET HIGHER THAN THE CENTER OF THE
 HP0447'CROSSING AND 76 FEET SOUTH OF THE CENTER OF THE ROAD, 75 FEET EAST OF
 HP0447'THE CENTER OF A WASH, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO
 HP0447'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0658 ***********************************************************************
 GS0658  DESIGNATION -  20 TJS
 GS0658  PID         -  GS0658
 GS0658  STATE/COUNTY-  NV/NYE
 GS0658  USGS QUAD   -  CRATER FLAT (1986)
 GS0658
 GS0658                         *CURRENT SURVEY CONTROL
 GS0658  ___________________________________________________________________
 GS0658* NAD 83(1986)-  36 48 44.     (N)    116 30 49.     (W)     SCALED    
 GS0658* NAVD 88     -      1087.123  (meters)    3566.67   (feet)  ADJUSTED  
 GS0658  ___________________________________________________________________
 GS0658  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 GS0658  DYNAMIC HT  -        1085.918 (meters)    3562.72  (feet)  COMP
 GS0658  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 GS0658
 GS0658  VERT ORDER  -  FIRST     CLASS I
 GS0658
 GS0658.The horizontal coordinates were scaled from a topographic map and have
 GS0658.an estimated accuracy of +/- 6 seconds.
 GS0658
 GS0658.The orthometric height was determined by differential leveling
 GS0658.and adjusted by the National Geodetic Survey in May 2004..
 GS0658
 GS0658.The geoid height was determined by GEOID03.
 GS0658
 GS0658.The dynamic height is computed by dividing the NAVD 88
 GS0658.geopotential number by the normal gravity value computed on the
 GS0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0658.degrees latitude (g = 980.6199 gals.).
 GS0658
 GS0658.The modeled gravity was interpolated from observed gravity values.
 GS0658
 GS0658;                    North         East    Units  Estimated Accuracy
 GS0658;SPC NV C     - 6,228,800.      513,660.      MT  (+/- 180 meters Scaled)
 GS0658
 GS0658                          SUPERSEDED SURVEY CONTROL
 GS0658
 GS0658  NAVD 88 (??/??/92) 1087.126  (m)         3566.68   (f) UNKNOWN     3 0
 GS0658  NGVD 29 (05/01/91) 1086.190  (m)         3563.61   (f) ADJUSTED    1 1
 GS0658
 GS0658.Superseded values are not recommended for survey control.
 GS0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0658.See file dsdata.txt to determine how the superseded data were derived.
 GS0658
 GS0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA433741(NAD 83)
 GS0658_MARKER: DB = BENCH MARK DISK
 GS0658_SETTING: 66 = SET IN ROCK OUTCROP
 GS0658_SP_SET: BEDROCK
 GS0658_STAMPING: 20 TJS 1983
 GS0658_MARK LOGO: USGS  
 GS0658_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0658+STABILITY: POSITION/ELEVATION WELL
 GS0658
 GS0658  HISTORY     - Date     Condition        Report By
 GS0658  HISTORY     - 1983     MONUMENTED       USGS
 GS0658  HISTORY     - 1986     GOOD             USGS
 GS0658  HISTORY     - 1988     GOOD             USGS
 GS0658  HISTORY     - 19910204 GOOD             USGS
 GS0658  HISTORY     - 19921217 GOOD             USGS
 GS0658  HISTORY     - 19950103 GOOD             USGS
 GS0658
 GS0658                          STATION DESCRIPTION
 GS0658
 GS0658'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0658'41.0 KM (25.45 MI) ESE FROM BEATTY.
 GS0658'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0658'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0658'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0658'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0658'NORTHEASTERLY 2.65 MILES, 183 FEET NORTHWEST OF THE CENTERLINE OF THE
 GS0658'ROAD, ON THE EAST BANK OF A WASH.
 GS0658
 GS0658                          STATION RECOVERY (1986)
 GS0658
 GS0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0658'RECOVERED IN GOOD CONDITION.
 GS0658
 GS0658                          STATION RECOVERY (1988)
 GS0658
 GS0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0658'RECOVERED IN GOOD CONDITION.
 GS0658
 GS0658                          STATION RECOVERY (1991)
 GS0658
 GS0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0658'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0658'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0658'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0658'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0658'NORTHEASTERLY 2.65 MILES, 183 FEET NORTHWEST OF THE CENTERLINE OF THE
 GS0658'ROAD, ON THE EAST BANK OF A WASH.
 GS0658
 GS0658                          STATION RECOVERY (1992)
 GS0658
 GS0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0658'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0658'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0658'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0658'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0658'BEND IN THE ROAD, PROCEED NORTHEASTERLY 2.65 MILES (4.26 KM), 183
 GS0658'FEET (55.8 M) NORTHWEST OF THE CENTERLINE OF THE ROAD, ON THE EAST
 GS0658'BANK OF A WASH.
 GS0658
 GS0658                          STATION RECOVERY (1995)
 GS0658
 GS0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0658'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0465 ***********************************************************************
 HP0465  DESIGNATION -  207 DOR
 HP0465  PID         -  HP0465
 HP0465  STATE/COUNTY-  NV/LINCOLN
 HP0465  USGS QUAD   -  PANACA (1970)
 HP0465
 HP0465                         *CURRENT SURVEY CONTROL
 HP0465  ___________________________________________________________________
 HP0465* NAD 83(1986)-  37 47 24.     (N)    114 23 18.     (W)     SCALED    
 HP0465* NAVD 88     -      1446.583  (meters)    4746.00   (feet)  POSTED    
 HP0465  ___________________________________________________________________
 HP0465  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 HP0465  DYNAMIC HT  -        1445.010 (meters)    4740.84  (feet)  COMP
 HP0465  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 HP0465
 HP0465  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0465
 HP0465.The horizontal coordinates were scaled from a topographic map and have
 HP0465.an estimated accuracy of +/- 6 seconds.
 HP0465
 HP0465.The orthometric height was determined by differential leveling
 HP0465.and adjusted by the National Geodetic Survey in 1992..
 HP0465.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0465.rate of 0.0 thru 1.0 mm/km.
 HP0465
 HP0465.The geoid height was determined by GEOID03.
 HP0465
 HP0465.The dynamic height is computed by dividing the NAVD 88
 HP0465.geopotential number by the normal gravity value computed on the
 HP0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0465.degrees latitude (g = 980.6199 gals.).
 HP0465
 HP0465.The modeled gravity was interpolated from observed gravity values.
 HP0465
 HP0465;                    North         East    Units  Estimated Accuracy
 HP0465;SPC NV E     - 8,337,970.      305,250.      MT  (+/- 180 meters Scaled)
 HP0465
 HP0465                          SUPERSEDED SURVEY CONTROL
 HP0465
 HP0465  NGVD 29 (??/??/92) 1445.48   (m)         4742.4    (f) COMPUTED    2 0
 HP0465
 HP0465.Superseded values are not recommended for survey control.
 HP0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0465.See file dsdata.txt to determine how the superseded data were derived.
 HP0465
 HP0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB299857(NAD 83)
 HP0465_MARKER: DD = SURVEY DISK
 HP0465_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HP0465+WITH SETTING: PAVEMENT
 HP0465_SP_SET: FLAGPOLE BASE
 HP0465_STAMPING: 207 DOR 1971 4742
 HP0465_MARK LOGO: USGS  
 HP0465_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0465+STABILITY: SURFACE MOTION
 HP0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0465+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0465
 HP0465  HISTORY     - Date     Condition        Report By
 HP0465  HISTORY     - 1971     MONUMENTED       USGS
 HP0465
 HP0465                          STATION DESCRIPTION
 HP0465
 HP0465'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0465'AT THE POST OFFICE IN PANACA, NEVADA, 63 FEET SOUTH OF THE CENTER OF
 HP0465'STATE HIGHWAY 25, 1 FOOT NORTH OF A FLAGPOLE, IN THE CONCRETE BASE OF
 HP0465'THE FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0466 ***********************************************************************
 HP0466  DESIGNATION -  208 DOR
 HP0466  PID         -  HP0466
 HP0466  STATE/COUNTY-  NV/LINCOLN
 HP0466  USGS QUAD   -  PANACA (1970)
 HP0466
 HP0466                         *CURRENT SURVEY CONTROL
 HP0466  ___________________________________________________________________
 HP0466* NAD 83(1986)-  37 47 25.     (N)    114 22 45.     (W)     SCALED    
 HP0466* NAVD 88     -      1462.783  (meters)    4799.15   (feet)  POSTED    
 HP0466  ___________________________________________________________________
 HP0466  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 HP0466  DYNAMIC HT  -        1461.190 (meters)    4793.92  (feet)  COMP
 HP0466  MODELED GRAV-     979,493.0   (mgal)                       NAVD 88
 HP0466
 HP0466  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0466
 HP0466.The horizontal coordinates were scaled from a topographic map and have
 HP0466.an estimated accuracy of +/- 6 seconds.
 HP0466
 HP0466.The orthometric height was determined by differential leveling
 HP0466.and adjusted by the National Geodetic Survey in 1992..
 HP0466.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0466.rate of 0.0 thru 1.0 mm/km.
 HP0466
 HP0466.The geoid height was determined by GEOID03.
 HP0466
 HP0466.The dynamic height is computed by dividing the NAVD 88
 HP0466.geopotential number by the normal gravity value computed on the
 HP0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0466.degrees latitude (g = 980.6199 gals.).
 HP0466
 HP0466.The modeled gravity was interpolated from observed gravity values.
 HP0466
 HP0466;                    North         East    Units  Estimated Accuracy
 HP0466;SPC NV E     - 8,338,010.      306,060.      MT  (+/- 180 meters Scaled)
 HP0466
 HP0466                          SUPERSEDED SURVEY CONTROL
 HP0466
 HP0466  NGVD 29 (??/??/92) 1461.68   (m)         4795.5    (f) COMPUTED    2 0
 HP0466
 HP0466.Superseded values are not recommended for survey control.
 HP0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0466.See file dsdata.txt to determine how the superseded data were derived.
 HP0466
 HP0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB307857(NAD 83)
 HP0466_MARKER: DD = SURVEY DISK
 HP0466_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HP0466_SP_SET: HEADWALL
 HP0466_STAMPING: 208 DOR 1971 4796
 HP0466_MARK LOGO: USGS  
 HP0466_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0466+STABILITY: SURFACE MOTION
 HP0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0466+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0466
 HP0466  HISTORY     - Date     Condition        Report By
 HP0466  HISTORY     - 1971     MONUMENTED       USGS
 HP0466
 HP0466                          STATION DESCRIPTION
 HP0466
 HP0466'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0466'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 0.5 MILES EAST ALONG
 HP0466'STATE HIGHWAY 25, AT A 50 FOOT BRIDGE OVER FLOOD CONTROL CHANNEL B
 HP0466'510, 15 FEET NORTH OF THE HIGHWAY, IN THE EAST END OF THE NORTH
 HP0466'CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0468 ***********************************************************************
 HP0468  DESIGNATION -  209 DOR
 HP0468  PID         -  HP0468
 HP0468  STATE/COUNTY-  NV/LINCOLN
 HP0468  USGS QUAD   -  CONDOR CANYON (1970)
 HP0468
 HP0468                         *CURRENT SURVEY CONTROL
 HP0468  ___________________________________________________________________
 HP0468* NAD 83(1986)-  37 47 17.     (N)    114 21 05.     (W)     SCALED    
 HP0468* NAVD 88     -      1533.906  (meters)    5032.49   (feet)  POSTED    
 HP0468  ___________________________________________________________________
 HP0468  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 HP0468  DYNAMIC HT  -        1532.220 (meters)    5026.96  (feet)  COMP
 HP0468  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 HP0468
 HP0468  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0468
 HP0468.The horizontal coordinates were scaled from a topographic map and have
 HP0468.an estimated accuracy of +/- 6 seconds.
 HP0468
 HP0468.The orthometric height was determined by differential leveling
 HP0468.and adjusted by the National Geodetic Survey in 1992..
 HP0468.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0468.rate of 0.0 thru 1.0 mm/km.
 HP0468
 HP0468.The geoid height was determined by GEOID03.
 HP0468
 HP0468.The dynamic height is computed by dividing the NAVD 88
 HP0468.geopotential number by the normal gravity value computed on the
 HP0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0468.degrees latitude (g = 980.6199 gals.).
 HP0468
 HP0468.The modeled gravity was interpolated from observed gravity values.
 HP0468
 HP0468;                    North         East    Units  Estimated Accuracy
 HP0468;SPC NV E     - 8,337,800.      308,510.      MT  (+/- 180 meters Scaled)
 HP0468
 HP0468                          SUPERSEDED SURVEY CONTROL
 HP0468
 HP0468  NGVD 29 (??/??/92) 1532.78   (m)         5028.8    (f) COMPUTED    2 0
 HP0468
 HP0468.Superseded values are not recommended for survey control.
 HP0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0468.See file dsdata.txt to determine how the superseded data were derived.
 HP0468
 HP0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB332856(NAD 83)
 HP0468_MARKER: DD = SURVEY DISK
 HP0468_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0468_SP_SET: COPPER-CLAD STEEL ROD
 HP0468_STAMPING: 209 DOR 1971 5029
 HP0468_MARK LOGO: USGS  
 HP0468_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0468+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0468
 HP0468  HISTORY     - Date     Condition        Report By
 HP0468  HISTORY     - 1971     MONUMENTED       USGS
 HP0468
 HP0468                          STATION DESCRIPTION
 HP0468
 HP0468'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0468'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 2.1 MILES EAST ALONG
 HP0468'STATE HIGHWAY 25, 0.2 MILES NORTHEAST OF MILEPOST 53, 105 FEET NORTH
 HP0468'AND 11 FEET HIGHER THAN THE HIGHWAY, 85 FEET NORTH OF A 30-INCH
 HP0468'CORRUGATED METAL PIPE CULVERT, 0.5 FEET SOUTH OF A FENCE AND A
 HP0468'WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED
 HP0468'BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0230 ***********************************************************************
 JR0230  DESIGNATION -  21
 JR0230  PID         -  JR0230
 JR0230  STATE/COUNTY-  NV/MINERAL
 JR0230  USGS QUAD   -  BASALT (1982)
 JR0230
 JR0230                         *CURRENT SURVEY CONTROL
 JR0230  ___________________________________________________________________
 JR0230* NAD 83(1986)-  38 04 39.     (N)    118 17 05.     (W)     SCALED    
 JR0230* NAVD 88     -      1767.375  (meters)    5798.46   (feet)  ADJUSTED  
 JR0230  ___________________________________________________________________
 JR0230  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 JR0230  DYNAMIC HT  -        1765.390 (meters)    5791.95  (feet)  COMP
 JR0230  MODELED GRAV-     979,443.6   (mgal)                       NAVD 88
 JR0230
 JR0230  VERT ORDER  -  FIRST     CLASS II
 JR0230
 JR0230.The horizontal coordinates were scaled from a topographic map and have
 JR0230.an estimated accuracy of +/- 6 seconds.
 JR0230
 JR0230.The orthometric height was determined by differential leveling
 JR0230.and adjusted by the National Geodetic Survey in June 1991..
 JR0230
 JR0230.The geoid height was determined by GEOID03.
 JR0230
 JR0230.The dynamic height is computed by dividing the NAVD 88
 JR0230.geopotential number by the normal gravity value computed on the
 JR0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0230.degrees latitude (g = 980.6199 gals.).
 JR0230
 JR0230.The modeled gravity was interpolated from observed gravity values.
 JR0230
 JR0230;                    North         East    Units  Estimated Accuracy
 JR0230;SPC NV W     - 4,369,250.      826,200.      MT  (+/- 180 meters Scaled)
 JR0230
 JR0230                          SUPERSEDED SURVEY CONTROL
 JR0230
 JR0230  NGVD 29 (??/??/92) 1766.105  (m)         5794.30   (f) ADJ UNCH    1 2
 JR0230
 JR0230.Superseded values are not recommended for survey control.
 JR0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0230.See file dsdata.txt to determine how the superseded data were derived.
 JR0230
 JR0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC873151(NAD 83)
 JR0230_MARKER: DD = SURVEY DISK
 JR0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0230_SP_SET: CONCRETE POST
 JR0230_STAMPING: 21 S 662-1 M1-10
 JR0230_MARK LOGO: NVDH  
 JR0230_PROJECTION: RECESSED 10 CENTIMETERS
 JR0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0230+STABILITY: SURFACE MOTION
 JR0230
 JR0230  HISTORY     - Date     Condition        Report By
 JR0230  HISTORY     - UNK      MONUMENTED       NVDH
 JR0230  HISTORY     - 1955     GOOD             NGS
 JR0230  HISTORY     - 1986     GOOD             NGS
 JR0230
 JR0230                          STATION DESCRIPTION
 JR0230
 JR0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0230'5.3 MI N FROM BASALT.
 JR0230'5.3 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0230'HIGHWAY 6 AT BASALT, NEAR THE T JUNCTION OF A TRACK ROAD LEADING
 JR0230'NORTHWEST, 62 FEET SOUTHWEST OF THE PROLONGATION OF THE CENTER
 JR0230'LINE OF THE TRACK ROAD, 33.7 FEET EAST OF THE CENTER LINE OF
 JR0230'THE HIGHWAY, 5.6 FEET WEST OF A 2-INCH BLACK-AND-WHITE PAINTED
 JR0230'IRON PIPE WHICH IS ENCASED IN CONCRETE AND PROJECTS 2.2 FEET
 JR0230'ABOVE THE GROUND, 2.0 FEET WEST OF A WITNESS POST, ABOUT 1 1/2
 JR0230'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JR0230'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 JR0230
 JR0230                          STATION RECOVERY (1986)
 JR0230
 JR0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0230'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0230'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 JR0230'MONTGOMERY, THENCE 7.7 KM (4.8 MI) NORTH ALONG STATE HIGHWAY 360,
 JR0230'0.32 KM (0.20 MI) SOUTH OF MILEPOST 5, AT THE NORTH END OF A CURVE,
 JR0230'10.2 METERS (33.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 JR0230'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 JR0230'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0024 ***********************************************************************
 MU0024  DESIGNATION -  21
 MU0024  PID         -  MU0024
 MU0024  STATE/COUNTY-  NV/ELKO
 MU0024  USGS QUAD   -  THE POINT (1971)
 MU0024
 MU0024                         *CURRENT SURVEY CONTROL
 MU0024  ___________________________________________________________________
 MU0024* NAD 83(1986)-  41 56 02.     (N)    116 09 17.     (W)     SCALED    
 MU0024* NAVD 88     -      1643.205  (meters)    5391.08   (feet)  POSTED    
 MU0024  ___________________________________________________________________
 MU0024  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 MU0024  DYNAMIC HT  -        1642.010 (meters)    5387.16  (feet)  COMP
 MU0024  MODELED GRAV-     979,837.0   (mgal)                       NAVD 88
 MU0024
 MU0024  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 MU0024
 MU0024.The horizontal coordinates were scaled from a topographic map and have
 MU0024.an estimated accuracy of +/- 6 seconds.
 MU0024
 MU0024.The orthometric height was determined by differential leveling
 MU0024.and adjusted by the National Geodetic Survey in 1992..
 MU0024.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 MU0024.rate of 4.1 thru 8.0 mm/km.
 MU0024
 MU0024.The geoid height was determined by GEOID03.
 MU0024
 MU0024.The dynamic height is computed by dividing the NAVD 88
 MU0024.geopotential number by the normal gravity value computed on the
 MU0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0024.degrees latitude (g = 980.6199 gals.).
 MU0024
 MU0024.The modeled gravity was interpolated from observed gravity values.
 MU0024
 MU0024;                    North         East    Units  Estimated Accuracy
 MU0024;SPC NV E     - 8,797,510.      152,620.      MT  (+/- 180 meters Scaled)
 MU0024
 MU0024                          SUPERSEDED SURVEY CONTROL
 MU0024
 MU0024  NGVD 29 (??/??/92) 1642.038  (m)         5387.25   (f) ADJ UNCH    2 0
 MU0024
 MU0024.Superseded values are not recommended for survey control.
 MU0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0024.See file dsdata.txt to determine how the superseded data were derived.
 MU0024
 MU0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG700427(NAD 83)
 MU0024_MARKER: DD = SURVEY DISK
 MU0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MU0024_SP_SET: BRIDGE
 MU0024_STAMPING: 21 5387.46
 MU0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0024
 MU0024  HISTORY     - Date     Condition        Report By
 MU0024  HISTORY     - UNK      MONUMENTED       USGLO
 MU0024  HISTORY     - 1951     GOOD             NGS
 MU0024
 MU0024                          STATION DESCRIPTION
 MU0024
 MU0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MU0024'3.8 MI SW FROM OWYHEE.
 MU0024'FROM THE GRADE SCHOOL IN OWYHEE, 0.5 MILES SOUTHEAST THENCE 3.3 MILES
 MU0024'WEST ALONG STATE HIGHWAY 11 TO A Y JUNCTION OF THE ROAD, 0.35 MILES
 MU0024'SOUTHWEST OF THE Y JUNCTION OF A GRAVEL ROAD LEADING WEST TO THE
 MU0024'OWYHEE AIRPORT, IN TOP OF THE SOUTHEAST CONCRETE AND ROCK HEADWALL OF
 MU0024'A BRIDGE OVER AN IRRIGATION CANAL, 40 FEET SOUTH OF A FENCE CORNER
 MU0024'POST, 36.2 FEET SOUTHWEST OF A POWER LINE POLE AT A FENCE LINE, 36
 MU0024'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET NORTHEAST OF
 MU0024'THE CENTER LINE OF A TRACK ROAD LEADING SOUTHEAST ALONG AN IRRIGATION
 MU0024'CANAL, 1.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, 2.4
 MU0024'FEET NORTH OF A WITNESS POST, AND SET ABOUT ONE FOOT HIGHER THAN THE
 MU0024'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0503 ***********************************************************************
 JR0503  DESIGNATION -  21 1
 JR0503  PID         -  JR0503
 JR0503  STATE/COUNTY-  NV/DOUGLAS
 JR0503  USGS QUAD   -  MINDEN (1982)
 JR0503
 JR0503                         *CURRENT SURVEY CONTROL
 JR0503  ___________________________________________________________________
 JR0503* NAD 83(1986)-  38 59 47.     (N)    119 48 45.     (W)     SCALED    
 JR0503* NAVD 88     -      1424.51   (+/-2cm)    4673.6    (feet)  VERTCON   
 JR0503  ___________________________________________________________________
 JR0503  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 JR0503
 JR0503  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0503
 JR0503.The horizontal coordinates were scaled from a topographic map and have
 JR0503.an estimated accuracy of +/- 6 seconds.
 JR0503
 JR0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0503.The vertical order pertains to the NGVD 29 superseded value.
 JR0503
 JR0503.The geoid height was determined by GEOID03.
 JR0503
 JR0503;                    North         East    Units  Estimated Accuracy
 JR0503;SPC NV W     - 4,471,920.      693,530.      MT  (+/- 180 meters Scaled)
 JR0503
 JR0503                          SUPERSEDED SURVEY CONTROL
 JR0503
 JR0503  NGVD 29 (??/??/92) 1423.368  (m)         4669.83   (f) ADJ UNCH    2 0
 JR0503
 JR0503.Superseded values are not recommended for survey control.
 JR0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0503.See file dsdata.txt to determine how the superseded data were derived.
 JR0503
 JR0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD564201(NAD 83)
 JR0503_MARKER: DD = SURVEY DISK
 JR0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0503_STAMPING: 21-1
 JR0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0503+STABILITY: SURFACE MOTION
 JR0503
 JR0503  HISTORY     - Date     Condition        Report By
 JR0503  HISTORY     - UNK      MONUMENTED       NVGS
 JR0503  HISTORY     - 1951     GOOD             NGS
 JR0503
 JR0503                          STATION DESCRIPTION
 JR0503
 JR0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0503'1.9 MI E FROM GENOA.
 JR0503'1.9 MILES EAST ALONG STATE HIGHWAY 57 FROM THE GENERAL STORE
 JR0503'IN GENOA, ABOUT 0.2 MILES EAST OF A LARGE RANCH HOUSE, 57 1/2
 JR0503'FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM TELEGRAPH POLE NO.
 JR0503'11755, 29 FEET SOUTHEAST OF THE CENTER LINE OF TH HIGHWAY, 12.3
 JR0503'FEET SOUTH OF THE SOUTHWEST END OF AN 18-INCH CORRUGATED METAL
 JR0503'PIPE CULVERT, 2.3 FEET NORTHWEST OF A FENCE, 2.1 FEET NORTHEAST
 JR0503'OF A WITNESS POST, ABOUT ONE FOOT LOWER THAN THE HIGHWAY, AND
 JR0503'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE
 JR0503'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0738 ***********************************************************************
 GS0738  DESIGNATION -  21 A HN
 GS0738  PID         -  GS0738
 GS0738  STATE/COUNTY-  NV/NYE
 GS0738  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0738
 GS0738                         *CURRENT SURVEY CONTROL
 GS0738  ___________________________________________________________________
 GS0738* NAD 83(1986)-  36 42 51.     (N)    116 13 58.     (W)     SCALED    
 GS0738* NAVD 88     -      1080.895  (meters)    3546.24   (feet)  ADJUSTED  
 GS0738  ___________________________________________________________________
 GS0738  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 GS0738  DYNAMIC HT  -        1079.717 (meters)    3542.37  (feet)  COMP
 GS0738  MODELED GRAV-     979,505.1   (mgal)                       NAVD 88
 GS0738
 GS0738  VERT ORDER  -  FIRST     CLASS I
 GS0738
 GS0738.The horizontal coordinates were scaled from a topographic map and have
 GS0738.an estimated accuracy of +/- 6 seconds.
 GS0738
 GS0738.The orthometric height was determined by differential leveling
 GS0738.and adjusted by the National Geodetic Survey in May 2004..
 GS0738
 GS0738.The geoid height was determined by GEOID03.
 GS0738
 GS0738.The dynamic height is computed by dividing the NAVD 88
 GS0738.geopotential number by the normal gravity value computed on the
 GS0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0738.degrees latitude (g = 980.6199 gals.).
 GS0738
 GS0738.The modeled gravity was interpolated from observed gravity values.
 GS0738
 GS0738;                    North         East    Units  Estimated Accuracy
 GS0738;SPC NV C     - 6,218,000.      538,760.      MT  (+/- 180 meters Scaled)
 GS0738
 GS0738                          SUPERSEDED SURVEY CONTROL
 GS0738
 GS0738  NAVD 88 (??/??/92) 1080.910  (m)         3546.29   (f) UNKNOWN     3 0
 GS0738  NGVD 29 (05/01/91) 1080.014  (m)         3543.35   (f) ADJUSTED    1 1
 GS0738
 GS0738.Superseded values are not recommended for survey control.
 GS0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0738.See file dsdata.txt to determine how the superseded data were derived.
 GS0738
 GS0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA685634(NAD 83)
 GS0738_MARKER: DD = SURVEY DISK
 GS0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0738_SP_SET: CONCRETE POST
 GS0738_STAMPING: H-N BM 21A 1956 3543.34
 GS0738_MARK LOGO: AEC   
 GS0738_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0738+STABILITY: SURFACE MOTION
 GS0738
 GS0738  HISTORY     - Date     Condition        Report By
 GS0738  HISTORY     - 1956     MONUMENTED       AEC
 GS0738  HISTORY     - 1983     GOOD             USGS
 GS0738  HISTORY     - 1986     GOOD             USGS
 GS0738  HISTORY     - 1988     GOOD             USGS
 GS0738  HISTORY     - 19910610 GOOD             USGS
 GS0738  HISTORY     - 19930311 GOOD             USGS
 GS0738  HISTORY     - 19950320 GOOD             USGS
 GS0738
 GS0738                          STATION DESCRIPTION
 GS0738
 GS0738'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0738'24.8 KM (15.40 MI) NW FROM MERCURY.
 GS0738'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0738'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0738'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 15.4 MILES, 200 FEET WEST
 GS0738'OF THE ROAD.
 GS0738'THE MARK IS 2 FT  E FROM  A 4 BY 4 POST
 GS0738
 GS0738                          STATION RECOVERY (1986)
 GS0738
 GS0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0738'RECOVERED IN GOOD CONDITION.
 GS0738
 GS0738                          STATION RECOVERY (1988)
 GS0738
 GS0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0738'RECOVERED IN GOOD CONDITION.
 GS0738
 GS0738                          STATION RECOVERY (1991)
 GS0738
 GS0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0738'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0738'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0738'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 15.4 MILES, 200 FEET WEST
 GS0738'OF THE ROAD.
 GS0738
 GS0738                          STATION RECOVERY (1993)
 GS0738
 GS0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0738'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0738'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0738'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 15.4 MILES
 GS0738'(24.8 KM), 200 FEET (61.0 M) WEST OF THE ROAD.
 GS0738
 GS0738                          STATION RECOVERY (1995)
 GS0738
 GS0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0738'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0426 ***********************************************************************
 NW0426  DESIGNATION -  21 BKC
 NW0426  PID         -  NW0426
 NW0426  STATE/COUNTY-  NV/HUMBOLDT
 NW0426  USGS QUAD   -  STAR VALLEY KNOLL (1982)
 NW0426
 NW0426                         *CURRENT SURVEY CONTROL
 NW0426  ___________________________________________________________________
 NW0426* NAD 83(1986)-  42 02 55.     (N)    117 00 09.     (W)     SCALED    
 NW0426* NAVD 88     -      1589.862  (meters)    5216.07   (feet)  POSTED    
 NW0426  ___________________________________________________________________
 NW0426  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 NW0426  DYNAMIC HT  -        1588.750 (meters)    5212.42  (feet)  COMP
 NW0426  MODELED GRAV-     979,869.4   (mgal)                       NAVD 88
 NW0426
 NW0426  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0426
 NW0426.The horizontal coordinates were scaled from a topographic map and have
 NW0426.an estimated accuracy of +/- 6 seconds.
 NW0426
 NW0426.The orthometric height was determined by differential leveling
 NW0426.and adjusted by the National Geodetic Survey in 1992..
 NW0426.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0426.rate of 0.0 thru 1.0 mm/km.
 NW0426
 NW0426.The geoid height was determined by GEOID03.
 NW0426
 NW0426.The dynamic height is computed by dividing the NAVD 88
 NW0426.geopotential number by the normal gravity value computed on the
 NW0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0426.degrees latitude (g = 980.6199 gals.).
 NW0426
 NW0426.The modeled gravity was interpolated from observed gravity values.
 NW0426
 NW0426;                    North         East    Units  Estimated Accuracy
 NW0426;SPC NV W     - 4,811,310.      930,860.      MT  (+/- 180 meters Scaled)
 NW0426
 NW0426                          SUPERSEDED SURVEY CONTROL
 NW0426
 NW0426.No superseded survey control is available for this station.
 NW0426
 NW0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG997551(NAD 83)
 NW0426_MARKER: DD = SURVEY DISK
 NW0426_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0426_SP_SET: COPPER-CLAD STEEL ROD
 NW0426_STAMPING: 21 BKC 1973 5212
 NW0426_MARK LOGO: USGS  
 NW0426_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0426+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0426
 NW0426  HISTORY     - Date     Condition        Report By
 NW0426  HISTORY     - 1973     MONUMENTED       USGS
 NW0426
 NW0426                          STATION DESCRIPTION
 NW0426
 NW0426'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0426'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0426'ROAD TO A Y-ROAD, THENCE 2.9 MILES NORTHWEST ALONG A DIRT ROAD, 38
 NW0426'FEET NORTH OF THE CENTERLINE OF THE ROAD, 5 FEET WEST OF A ROCK CAIRN,
 NW0426'SET ON A COPPER-COATED STEEL ROD ENCASED IN A 6-INCH BLACK FIBER PIPE,
 NW0426'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0627 ***********************************************************************
 MU0627  DESIGNATION -  21 BKC
 MU0627  PID         -  MU0627
 MU0627  STATE/COUNTY-  NV/ELKO
 MU0627  USGS QUAD   -  CORRAL LAKE (1973)
 MU0627
 MU0627                         *CURRENT SURVEY CONTROL
 MU0627  ___________________________________________________________________
 MU0627* NAD 83(1986)-  41 38 03.     (N)    116 45 29.     (W)     SCALED    
 MU0627* NAVD 88     -      1653.820  (meters)    5425.91   (feet)  POSTED    
 MU0627  ___________________________________________________________________
 MU0627  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 MU0627  DYNAMIC HT  -        1652.590 (meters)    5421.87  (feet)  COMP
 MU0627  MODELED GRAV-     979,820.0   (mgal)                       NAVD 88
 MU0627
 MU0627  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0627
 MU0627.The horizontal coordinates were scaled from a topographic map and have
 MU0627.an estimated accuracy of +/- 6 seconds.
 MU0627
 MU0627.The orthometric height was determined by differential leveling
 MU0627.and adjusted by the National Geodetic Survey in 1992..
 MU0627.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0627.rate of 0.0 thru 1.0 mm/km.
 MU0627
 MU0627.The geoid height was determined by GEOID03.
 MU0627
 MU0627.The dynamic height is computed by dividing the NAVD 88
 MU0627.geopotential number by the normal gravity value computed on the
 MU0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0627.degrees latitude (g = 980.6199 gals.).
 MU0627
 MU0627.The modeled gravity was interpolated from observed gravity values.
 MU0627
 MU0627;                    North         East    Units  Estimated Accuracy
 MU0627;SPC NV E     - 8,764,740.      102,130.      MT  (+/- 180 meters Scaled)
 MU0627
 MU0627                          SUPERSEDED SURVEY CONTROL
 MU0627
 MU0627.No superseded survey control is available for this station.
 MU0627
 MU0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG201091(NAD 83)
 MU0627_MARKER: DD = SURVEY DISK
 MU0627_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0627_SP_SET: COPPER-CLAD STEEL ROD
 MU0627_STAMPING: 21 BKC 1973 5423
 MU0627_MARK LOGO: USGS  
 MU0627_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0627+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0627
 MU0627  HISTORY     - Date     Condition        Report By
 MU0627  HISTORY     - 1973     MONUMENTED       USGS
 MU0627
 MU0627                          STATION DESCRIPTION
 MU0627
 MU0627'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0627'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0627'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0627'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0627'ALONG ROAD, THENCE 8.1 MILES NORTH-NORTHWEST ALONG ROAD, 7.6 MILES
 MU0627'WEST AND 10.0 MILES NORTHWEST OF WINTERS RANCH -STONE HOUSE-, 51 FEET
 MU0627'EAST OF THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD ENCASED
 MU0627'IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0577 ***********************************************************************
 MT0577  DESIGNATION -  21 C
 MT0577  PID         -  MT0577
 MT0577  STATE/COUNTY-  NV/ELKO
 MT0577  USGS QUAD   -  MERRITT MOUNTAIN (1986)
 MT0577
 MT0577                         *CURRENT SURVEY CONTROL
 MT0577  ___________________________________________________________________
 MT0577* NAD 83(1986)-  41 47 57.     (N)    115 52 13.     (W)     SCALED    
 MT0577* NAVD 88     -      1928.272  (meters)    6326.34   (feet)  ADJUSTED  
 MT0577  ___________________________________________________________________
 MT0577  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 MT0577  DYNAMIC HT  -        1926.750 (meters)    6321.35  (feet)  COMP
 MT0577  MODELED GRAV-     979,764.3   (mgal)                       NAVD 88
 MT0577
 MT0577  VERT ORDER  -  SECOND    CLASS 0
 MT0577
 MT0577.The horizontal coordinates were scaled from a topographic map and have
 MT0577.an estimated accuracy of +/- 6 seconds.
 MT0577
 MT0577.The orthometric height was determined by differential leveling
 MT0577.and adjusted by the National Geodetic Survey in June 1991..
 MT0577
 MT0577.The geoid height was determined by GEOID03.
 MT0577
 MT0577.The dynamic height is computed by dividing the NAVD 88
 MT0577.geopotential number by the normal gravity value computed on the
 MT0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0577.degrees latitude (g = 980.6199 gals.).
 MT0577
 MT0577.The modeled gravity was interpolated from observed gravity values.
 MT0577
 MT0577;                    North         East    Units  Estimated Accuracy
 MT0577;SPC NV E     - 8,782,430.      176,150.      MT  (+/- 180 meters Scaled)
 MT0577
 MT0577                          SUPERSEDED SURVEY CONTROL
 MT0577
 MT0577  NGVD 29 (??/??/92) 1927.028  (m)         6322.26   (f) ADJ UNCH    2 0
 MT0577
 MT0577.Superseded values are not recommended for survey control.
 MT0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0577.See file dsdata.txt to determine how the superseded data were derived.
 MT0577
 MT0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG938280(NAD 83)
 MT0577_MARKER: DD = SURVEY DISK
 MT0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0577_STAMPING: 21 C 6323 1933
 MT0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0577+STABILITY: SURFACE MOTION
 MT0577
 MT0577  HISTORY     - Date     Condition        Report By
 MT0577  HISTORY     - 1933     MONUMENTED       USGS
 MT0577  HISTORY     - 1951     GOOD             NGS
 MT0577
 MT0577                          STATION DESCRIPTION
 MT0577
 MT0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0577'7.4 MI E FROM MOUNTAIN CITY.
 MT0577'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0577'MOUNTAIN CITY, THENCE 6.4 MILES EAST ALONG A GRAVEL ROAD, AT THE TOP
 MT0577'OF A RIDGE WHERE A ROAD DROPS DOWNWARD TO ALLEGHENY CREEK, ABOUT
 MT0577'HALF-WAY BETWEEN TWO POWER LINE POLES, 256.0 FEET SOUTHEAST OF THE
 MT0577'CENTER OF A Y JUNCTION OF A ROAD LEADING WEST, 63 1/2 FEET SOUTH OF
 MT0577'THE CENTER LINE OF THE CENTER LINE OF THE ROAD, 122.9 FEET WEST OF A
 MT0577'POWER LINE POLE WITH FOUR GUY WIRES AND BENCH MARK 21 C R.M. (USGS),
 MT0577'2.6 FEET NORTH OF A WITNESS POST, ABOUT ONE FOOT HIGHER THAN THE ROAD,
 MT0577'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE THE
 MT0577'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0578 ***********************************************************************
 MT0578  DESIGNATION -  21 C RM
 MT0578  PID         -  MT0578
 MT0578  STATE/COUNTY-  NV/ELKO
 MT0578  USGS QUAD   -  MERRITT MOUNTAIN (1986)
 MT0578
 MT0578                         *CURRENT SURVEY CONTROL
 MT0578  ___________________________________________________________________
 MT0578* NAD 83(1986)-  41 47 57.     (N)    115 52 09.     (W)     SCALED    
 MT0578* NAVD 88     -      1928.392  (meters)    6326.73   (feet)  ADJUSTED  
 MT0578  ___________________________________________________________________
 MT0578  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 MT0578  DYNAMIC HT  -        1926.869 (meters)    6321.74  (feet)  COMP
 MT0578  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 MT0578
 MT0578  VERT ORDER  -  SECOND    CLASS 0
 MT0578
 MT0578.The horizontal coordinates were scaled from a topographic map and have
 MT0578.an estimated accuracy of +/- 6 seconds.
 MT0578
 MT0578.The orthometric height was determined by differential leveling
 MT0578.and adjusted by the National Geodetic Survey in June 1991..
 MT0578
 MT0578.The geoid height was determined by GEOID03.
 MT0578
 MT0578.The dynamic height is computed by dividing the NAVD 88
 MT0578.geopotential number by the normal gravity value computed on the
 MT0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0578.degrees latitude (g = 980.6199 gals.).
 MT0578
 MT0578.The modeled gravity was interpolated from observed gravity values.
 MT0578
 MT0578;                    North         East    Units  Estimated Accuracy
 MT0578;SPC NV E     - 8,782,430.      176,250.      MT  (+/- 180 meters Scaled)
 MT0578
 MT0578                          SUPERSEDED SURVEY CONTROL
 MT0578
 MT0578  NGVD 29 (??/??/92) 1927.146  (m)         6322.64   (f) ADJ UNCH    2 0
 MT0578
 MT0578.Superseded values are not recommended for survey control.
 MT0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0578.See file dsdata.txt to determine how the superseded data were derived.
 MT0578
 MT0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG939280(NAD 83)
 MT0578_MARKER: S = SPIKE
 MT0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MT0578_SP_SET: POLE
 MT0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0578
 MT0578  HISTORY     - Date     Condition        Report By
 MT0578  HISTORY     - UNK      MONUMENTED       USGS
 MT0578  HISTORY     - 1951     GOOD             NGS
 MT0578
 MT0578                          STATION DESCRIPTION
 MT0578
 MT0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0578'7.5 MI E FROM MOUNTAIN CITY.
 MT0578'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0578'MOUNTAIN CITY, THENCE 6.5 MILES EAST ALONG A GRAVEL ROAD, AT THE TOP
 MT0578'OF A RIDGE WHERE THE ROAD DROPS DOWNWARD TO ALLEGHENY CREEK, DRIVEN
 MT0578'INTO THE NORTH SIDE OF A POWER LINE POLE WITH FOUR GUY WIRES, 122.9
 MT0578'FEET EAST OF BENCH MARK 21 C (USGS), 96.0 FEET SOUTH OF THE CENTER
 MT0578'LINE OF THE ROAD, 1.1 FEET HIGHER THAN THE GROUND, AND AT A POWER LINE
 MT0578'POLE PAINTED WITH THE LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0418 ***********************************************************************
 HP0418  DESIGNATION -  21 DOR
 HP0418  PID         -  HP0418
 HP0418  STATE/COUNTY-  NV/LINCOLN
 HP0418  USGS QUAD   -  DEADMAN SPRING (1970)
 HP0418
 HP0418                         *CURRENT SURVEY CONTROL
 HP0418  ___________________________________________________________________
 HP0418* NAD 83(1986)-  37 58 35.     (N)    114 58 11.     (W)     SCALED    
 HP0418* NAVD 88     -      1470.801  (meters)    4825.45   (feet)  ADJUSTED  
 HP0418  ___________________________________________________________________
 HP0418  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 HP0418  DYNAMIC HT  -        1469.221 (meters)    4820.27  (feet)  COMP
 HP0418  MODELED GRAV-     979,504.5   (mgal)                       NAVD 88
 HP0418
 HP0418  VERT ORDER  -  SECOND    CLASS 0
 HP0418
 HP0418.The horizontal coordinates were scaled from a topographic map and have
 HP0418.an estimated accuracy of +/- 6 seconds.
 HP0418
 HP0418.The orthometric height was determined by differential leveling
 HP0418.and adjusted by the National Geodetic Survey in June 1991..
 HP0418
 HP0418.The geoid height was determined by GEOID03.
 HP0418
 HP0418.The dynamic height is computed by dividing the NAVD 88
 HP0418.geopotential number by the normal gravity value computed on the
 HP0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0418.degrees latitude (g = 980.6199 gals.).
 HP0418
 HP0418.The modeled gravity was interpolated from observed gravity values.
 HP0418
 HP0418;                    North         East    Units  Estimated Accuracy
 HP0418;SPC NV E     - 8,358,160.      253,910.      MT  (+/- 180 meters Scaled)
 HP0418
 HP0418                          SUPERSEDED SURVEY CONTROL
 HP0418
 HP0418.No superseded survey control is available for this station.
 HP0418
 HP0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC783051(NAD 83)
 HP0418_MARKER: DD = SURVEY DISK
 HP0418_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0418_SP_SET: COPPER-CLAD STEEL ROD
 HP0418_STAMPING: 21 DOR 1968 4822
 HP0418_MARK LOGO: USGS  
 HP0418_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0418+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 HP0418
 HP0418  HISTORY     - Date     Condition        Report By
 HP0418  HISTORY     - 1968     MONUMENTED       USGS
 HP0418  HISTORY     - 20040721 GOOD             NVGS
 HP0418
 HP0418                          STATION DESCRIPTION
 HP0418
 HP0418'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0418'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 33.5 MILES NORTHEAST
 HP0418'ALONG HIGHWAY 38, 0.1 MILE NORTH OF A GALVANIZED METAL TANK, 400 FEET
 HP0418'EAST OF A ROAD, 300 FEET WEST OF THE ROAD, 100 FEET EAST OF THE NEW
 HP0418'ROAD CENTERLINE, 2 FEET WEST OF A WITNESS SIGN, SET ON A COPPER-COATED
 HP0418'ROD ENCLOSED BY A FIBER PIPE, AND FLUSH WITH THE GROUND.
 HP0418
 HP0418                          STATION RECOVERY (2004)
 HP0418
 HP0418'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2004 (DRH)
 HP0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0556 ***********************************************************************
 JP0556  DESIGNATION -  21 DOR
 JP0556  PID         -  JP0556
 JP0556  STATE/COUNTY-  NV/LINCOLN
 JP0556  USGS QUAD   -  SIDEHILL SPRING (1971)
 JP0556
 JP0556                         *CURRENT SURVEY CONTROL
 JP0556  ___________________________________________________________________
 JP0556* NAD 83(1986)-  38 25 28.     (N)    114 48 30.     (W)     SCALED    
 JP0556* NAVD 88     -      1839.373  (meters)    6034.68   (feet)  ADJUSTED  
 JP0556  ___________________________________________________________________
 JP0556  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 JP0556  DYNAMIC HT  -        1837.287 (meters)    6027.83  (feet)  COMP
 JP0556  MODELED GRAV-     979,429.8   (mgal)                       NAVD 88
 JP0556
 JP0556  VERT ORDER  -  SECOND    CLASS 0
 JP0556
 JP0556.The horizontal coordinates were scaled from a topographic map and have
 JP0556.an estimated accuracy of +/- 6 seconds.
 JP0556
 JP0556.The orthometric height was determined by differential leveling
 JP0556.and adjusted by the National Geodetic Survey in August 1995..
 JP0556
 JP0556.The geoid height was determined by GEOID03.
 JP0556
 JP0556.The dynamic height is computed by dividing the NAVD 88
 JP0556.geopotential number by the normal gravity value computed on the
 JP0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0556.degrees latitude (g = 980.6199 gals.).
 JP0556
 JP0556.The modeled gravity was interpolated from observed gravity values.
 JP0556
 JP0556;                    North         East    Units  Estimated Accuracy
 JP0556;SPC NV E     - 8,408,000.      267,670.      MT  (+/- 180 meters Scaled)
 JP0556
 JP0556                          SUPERSEDED SURVEY CONTROL
 JP0556
 JP0556.No superseded survey control is available for this station.
 JP0556
 JP0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC913551(NAD 83)
 JP0556_MARKER: DD = SURVEY DISK
 JP0556_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0556_SP_SET: COPPER-CLAD STEEL ROD
 JP0556_STAMPING: 21 DOR 1971 6031
 JP0556_MARK LOGO: USGS  
 JP0556_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0556
 JP0556  HISTORY     - Date     Condition        Report By
 JP0556  HISTORY     - 1971     MONUMENTED       USGS
 JP0556
 JP0556                          STATION DESCRIPTION
 JP0556
 JP0556'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0556'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0556'HIGHWAY 93 TO A T-ROAD WEST, THENCE 14.6 MILES WEST ALONG THE ROAD TO
 JP0556'CAVE VALLEY TO A Y-ROAD SOUTH, THENCE 3.9 MILES NORTH TO A CROSSROAD,
 JP0556'48.0 MILES NORTH OF THE PIOCHE POST OFFICE ALONG U S HIGHWAY 93 TO A
 JP0556'T-ROAD WEST, THENCE 8.5 MILES WEST TO A GATE AND A ROAD SOUTH, THENCE
 JP0556'11.4 MILES SOUTH TO A CROSSROAD, AT THE TOP OF A SLIGHT RISE, 155
 JP0556'FEET SOUTHEAST OF THE JUNCTION OF THE CROSSROAD, 100 FEET NORTHEAST
 JP0556'OF A DIM ROAD, 2 FEET WEST OF A WITNESS POST, A 5/8 INCH COPPER COATED
 JP0556'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0585 ***********************************************************************
 JP0585  DESIGNATION -  21 DOR
 JP0585  PID         -  JP0585
 JP0585  STATE/COUNTY-  NV/WHITE PINE
 JP0585  USGS QUAD   -  WHITE ROCK CREEK (1973)
 JP0585
 JP0585                         *CURRENT SURVEY CONTROL
 JP0585  ___________________________________________________________________
 JP0585* NAD 83(1986)-  38 53 56.     (N)    114 48 22.     (W)     SCALED    
 JP0585* NAVD 88     -      2126.425  (meters)    6976.45   (feet)  ADJUSTED  
 JP0585  ___________________________________________________________________
 JP0585  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 JP0585  DYNAMIC HT  -        2124.027 (meters)    6968.58  (feet)  COMP
 JP0585  MODELED GRAV-     979,423.8   (mgal)                       NAVD 88
 JP0585
 JP0585  VERT ORDER  -  SECOND    CLASS 0
 JP0585
 JP0585.The horizontal coordinates were scaled from a topographic map and have
 JP0585.an estimated accuracy of +/- 6 seconds.
 JP0585
 JP0585.The orthometric height was determined by differential leveling
 JP0585.and adjusted by the National Geodetic Survey in August 1995..
 JP0585
 JP0585.The geoid height was determined by GEOID03.
 JP0585
 JP0585.The dynamic height is computed by dividing the NAVD 88
 JP0585.geopotential number by the normal gravity value computed on the
 JP0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0585.degrees latitude (g = 980.6199 gals.).
 JP0585
 JP0585.The modeled gravity was interpolated from observed gravity values.
 JP0585
 JP0585;                    North         East    Units  Estimated Accuracy
 JP0585;SPC NV E     - 8,460,660.      267,420.      MT  (+/- 180 meters Scaled)
 JP0585
 JP0585                          SUPERSEDED SURVEY CONTROL
 JP0585
 JP0585.No superseded survey control is available for this station.
 JP0585
 JP0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD902078(NAD 83)
 JP0585_MARKER: DD = SURVEY DISK
 JP0585_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0585_SP_SET: COPPER-CLAD STEEL ROD
 JP0585_STAMPING: 21 DOR 1973 6972
 JP0585_MARK LOGO: USGS  
 JP0585_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0585
 JP0585  HISTORY     - Date     Condition        Report By
 JP0585  HISTORY     - 1973     MONUMENTED       USGS
 JP0585
 JP0585                          STATION DESCRIPTION
 JP0585
 JP0585'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0585'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0585'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 20.4 MILES
 JP0585'SOUTH, 0.4 MILE SOUTH OF A Y-ROAD SOUTHWEST, 60 FEET NORTH OF THE
 JP0585'CENTER OF A GATE, 50 FEET EAST OF THE CENTERLINE OF THE ROAD, 0.5
 JP0585'FOOT WEST OF A GATE,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL
 JP0585'ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0550 ***********************************************************************
 MU0550  DESIGNATION -  21 FMK
 MU0550  PID         -  MU0550
 MU0550  STATE/COUNTY-  NV/ELKO
 MU0550  USGS QUAD   -  BURNER HILLS (1974)
 MU0550
 MU0550                         *CURRENT SURVEY CONTROL
 MU0550  ___________________________________________________________________
 MU0550* NAD 83(1986)-  41 24 20.     (N)    116 39 15.     (W)     SCALED    
 MU0550* NAVD 88     -      1826.086  (meters)    5991.08   (feet)  POSTED    
 MU0550  ___________________________________________________________________
 MU0550  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 MU0550  DYNAMIC HT  -        1824.630 (meters)    5986.31  (feet)  COMP
 MU0550  MODELED GRAV-     979,758.4   (mgal)                       NAVD 88
 MU0550
 MU0550  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0550
 MU0550.The horizontal coordinates were scaled from a topographic map and have
 MU0550.an estimated accuracy of +/- 6 seconds.
 MU0550
 MU0550.The orthometric height was determined by differential leveling
 MU0550.and adjusted by the National Geodetic Survey in 1992..
 MU0550.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0550.rate of 0.0 thru 1.0 mm/km.
 MU0550
 MU0550.The geoid height was determined by GEOID03.
 MU0550
 MU0550.The dynamic height is computed by dividing the NAVD 88
 MU0550.geopotential number by the normal gravity value computed on the
 MU0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0550.degrees latitude (g = 980.6199 gals.).
 MU0550
 MU0550.The modeled gravity was interpolated from observed gravity values.
 MU0550
 MU0550;                    North         East    Units  Estimated Accuracy
 MU0550;SPC NV E     - 8,739,240.      110,470.      MT  (+/- 180 meters Scaled)
 MU0550
 MU0550                          SUPERSEDED SURVEY CONTROL
 MU0550
 MU0550.No superseded survey control is available for this station.
 MU0550
 MU0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF289838(NAD 83)
 MU0550_MARKER: DD = SURVEY DISK
 MU0550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0550_SP_SET: COPPER-CLAD STEEL ROD
 MU0550_STAMPING: 21 FMK 1973 5987
 MU0550_MARK LOGO: USGS  
 MU0550_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0550+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0550
 MU0550  HISTORY     - Date     Condition        Report By
 MU0550  HISTORY     - 1973     MONUMENTED       USGS
 MU0550
 MU0550                          STATION DESCRIPTION
 MU0550
 MU0550'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0550'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0550'MILES EAST ALONG GRAVEL ROAD, THENCE 15.2 MILES NORTH ALONG DIRT ROAD,
 MU0550'6.0 MILES WEST AND 7.9 MILES SOUTH OF WINTERS RANCH -STONE HOUSE-, ON
 MU0550'TOP OF A SMALL RIDGE, 57 FEET EAST OF THE CENTERLINE OF THE ROAD,
 MU0550'CAIRN AT BENCH MARK, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH
 MU0550'BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0497 ***********************************************************************
 LS0497  DESIGNATION -  21 HJH
 LS0497  PID         -  LS0497
 LS0497  STATE/COUNTY-  NV/WASHOE
 LS0497  USGS QUAD   -  DOVE CREEK (1964)
 LS0497
 LS0497                         *CURRENT SURVEY CONTROL
 LS0497  ___________________________________________________________________
 LS0497* NAD 83(1986)-  40 03 30.     (N)    119 22 48.     (W)     SCALED    
 LS0497* NAVD 88     -      1199.546  (meters)    3935.51   (feet)  ADJUSTED  
 LS0497  ___________________________________________________________________
 LS0497  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 LS0497  DYNAMIC HT  -        1198.576 (meters)    3932.33  (feet)  COMP
 LS0497  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 LS0497
 LS0497  VERT ORDER  -  SECOND    CLASS 0
 LS0497
 LS0497.The horizontal coordinates were scaled from a topographic map and have
 LS0497.an estimated accuracy of +/- 6 seconds.
 LS0497
 LS0497.The orthometric height was determined by differential leveling
 LS0497.and adjusted by the National Geodetic Survey in June 1991..
 LS0497
 LS0497.The geoid height was determined by GEOID03.
 LS0497
 LS0497.The dynamic height is computed by dividing the NAVD 88
 LS0497.geopotential number by the normal gravity value computed on the
 LS0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0497.degrees latitude (g = 980.6199 gals.).
 LS0497
 LS0497.The modeled gravity was interpolated from observed gravity values.
 LS0497
 LS0497;                    North         East    Units  Estimated Accuracy
 LS0497;SPC NV W     - 4,589,390.      732,030.      MT  (+/- 180 meters Scaled)
 LS0497
 LS0497                          SUPERSEDED SURVEY CONTROL
 LS0497
 LS0497  NGVD 29 (??/??/92) 1198.570  (m)         3932.31   (f) ADJ UNCH    2 0
 LS0497
 LS0497.Superseded values are not recommended for survey control.
 LS0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0497.See file dsdata.txt to determine how the superseded data were derived.
 LS0497
 LS0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE970369(NAD 83)
 LS0497_MARKER: DB = BENCH MARK DISK
 LS0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0497_SP_SET: CONCRETE POST
 LS0497_STAMPING: 21 HJH 1962 3932
 LS0497_MARK LOGO: USGS  
 LS0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0497+STABILITY: SURFACE MOTION
 LS0497
 LS0497  HISTORY     - Date     Condition        Report By
 LS0497  HISTORY     - 1962     MONUMENTED       USGS
 LS0497
 LS0497                          STATION DESCRIPTION
 LS0497
 LS0497'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0497'27.4 KM (17.00 MI) NORTH FROM NIXON.
 LS0497'17.0 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34 ON A SMALL POINT
 LS0497'OVERLOOKING THE WINNEMUCCA LAKE BED, 44 FEET EAST OF THE HIGHWAY
 LS0497'CENTERLINE.
 LS0497'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0475 ***********************************************************************
 MV0475  DESIGNATION -  21 LRC
 MV0475  PID         -  MV0475
 MV0475  STATE/COUNTY-  NV/HUMBOLDT
 MV0475  USGS QUAD   -  PAIUTE MEADOWS (1972)
 MV0475
 MV0475                         *CURRENT SURVEY CONTROL
 MV0475  ___________________________________________________________________
 MV0475* NAD 83(1986)-  41 18 09.     (N)    118 55 52.     (W)     SCALED    
 MV0475* NAVD 88     -      1355.402  (meters)    4446.85   (feet)  ADJUSTED  
 MV0475  ___________________________________________________________________
 MV0475  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 MV0475  DYNAMIC HT  -        1354.422 (meters)    4443.63  (feet)  COMP
 MV0475  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 MV0475
 MV0475  VERT ORDER  -  SECOND    CLASS 0
 MV0475
 MV0475.The horizontal coordinates were scaled from a topographic map and have
 MV0475.an estimated accuracy of +/- 6 seconds.
 MV0475
 MV0475.The orthometric height was determined by differential leveling
 MV0475.and adjusted by the National Geodetic Survey in June 1991..
 MV0475
 MV0475.The geoid height was determined by GEOID03.
 MV0475
 MV0475.The dynamic height is computed by dividing the NAVD 88
 MV0475.geopotential number by the normal gravity value computed on the
 MV0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0475.degrees latitude (g = 980.6199 gals.).
 MV0475
 MV0475.The modeled gravity was interpolated from observed gravity values.
 MV0475
 MV0475;                    North         East    Units  Estimated Accuracy
 MV0475;SPC NV W     - 4,727,300.      770,880.      MT  (+/- 180 meters Scaled)
 MV0475
 MV0475                          SUPERSEDED SURVEY CONTROL
 MV0475
 MV0475.No superseded survey control is available for this station.
 MV0475
 MV0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF383741(NAD 83)
 MV0475_MARKER: DD = SURVEY DISK
 MV0475_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0475_SP_SET: COPPER-CLAD STEEL ROD
 MV0475_STAMPING: 21 LRC 1972 4443
 MV0475_MARK LOGO: USGS  
 MV0475_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0475+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0475
 MV0475  HISTORY     - Date     Condition        Report By
 MV0475  HISTORY     - 1972     MONUMENTED       USGS
 MV0475
 MV0475                          STATION DESCRIPTION
 MV0475
 MV0475'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0475'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0475'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0475'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0475'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0475'ALONG TRACK ROAD TO LEONARD CREEK ROAD AT THE EAST ENTRANCE OF PAHUTE
 MV0475'MEADOW RANCH, 21.1 MILES SOUTH OF LEONARD CREEK RANCH, 19 FEET
 MV0475'SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY AND 27 FEET NORTHEAST OF A
 MV0475'WITNESS POST, ENCASED IN DRAINPIPE CASING AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0448 ***********************************************************************
 HP0448  DESIGNATION -  21 LRC
 HP0448  PID         -  HP0448
 HP0448  STATE/COUNTY-  NV/LINCOLN
 HP0448  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0448
 HP0448                         *CURRENT SURVEY CONTROL
 HP0448  ___________________________________________________________________
 HP0448* NAD 83(1986)-  37 08 48.     (N)    114 22 48.     (W)     SCALED    
 HP0448* NAVD 88     -      1055.792  (meters)    3463.88   (feet)  POSTED    
 HP0448  ___________________________________________________________________
 HP0448  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 HP0448  DYNAMIC HT  -        1054.710 (meters)    3460.33  (feet)  COMP
 HP0448  MODELED GRAV-     979,568.1   (mgal)                       NAVD 88
 HP0448
 HP0448  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0448
 HP0448.The horizontal coordinates were scaled from a topographic map and have
 HP0448.an estimated accuracy of +/- 6 seconds.
 HP0448
 HP0448.The orthometric height was determined by differential leveling
 HP0448.and adjusted by the National Geodetic Survey in 1992..
 HP0448.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0448.rate of 1.1 thru 2.0 mm/km.
 HP0448
 HP0448.The geoid height was determined by GEOID03.
 HP0448
 HP0448.The dynamic height is computed by dividing the NAVD 88
 HP0448.geopotential number by the normal gravity value computed on the
 HP0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0448.degrees latitude (g = 980.6199 gals.).
 HP0448
 HP0448.The modeled gravity was interpolated from observed gravity values.
 HP0448
 HP0448;                    North         East    Units  Estimated Accuracy
 HP0448;SPC NV E     - 8,266,580.      306,900.      MT  (+/- 180 meters Scaled)
 HP0448
 HP0448                          SUPERSEDED SURVEY CONTROL
 HP0448
 HP0448.No superseded survey control is available for this station.
 HP0448
 HP0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB326143(NAD 83)
 HP0448_MARKER: DD = SURVEY DISK
 HP0448_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0448_SP_SET: COPPER-CLAD STEEL ROD
 HP0448_STAMPING: 21 LRC 1973 3461
 HP0448_MARK LOGO: USGS  
 HP0448_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0448+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0448
 HP0448  HISTORY     - Date     Condition        Report By
 HP0448  HISTORY     - 1973     MONUMENTED       USGS
 HP0448
 HP0448                          STATION DESCRIPTION
 HP0448
 HP0448'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0448'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0448'MILES NORTH ALONG A GRAVEL ROAD TO A Y-ROAD, AT THE MOUTH OF A LARGE
 HP0448'DRAIN, THENCE 6.2 MILES EASTERLY ALONG ROAD AND UP A DRAIN, ALONG A
 HP0448'BLM ROAD TOWARD BEAVER DAM WASH TO A PROMINENT ROAD FORK AT A
 HP0448'CATTLEGUARD, 64 FEET NORTHWEST OF THE CENTER OF THE CATTLEGUARD, 40
 HP0448'FEET NORTH OF THE CENTER OF THE ROAD WEST, 3 FEET SOUTH OF A FENCE,
 HP0448'ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 HP0448'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0659 ***********************************************************************
 GS0659  DESIGNATION -  21 TJS
 GS0659  PID         -  GS0659
 GS0659  STATE/COUNTY-  NV/NYE
 GS0659  USGS QUAD   -  CRATER FLAT (1986)
 GS0659
 GS0659                         *CURRENT SURVEY CONTROL
 GS0659  ___________________________________________________________________
 GS0659* NAD 83(1986)-  36 48 48.     (N)    116 30 28.     (W)     SCALED    
 GS0659* NAVD 88     -      1103.781  (meters)    3621.32   (feet)  ADJUSTED  
 GS0659  ___________________________________________________________________
 GS0659  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 GS0659  DYNAMIC HT  -        1102.555 (meters)    3617.30  (feet)  COMP
 GS0659  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 GS0659
 GS0659  VERT ORDER  -  FIRST     CLASS I
 GS0659
 GS0659.The horizontal coordinates were scaled from a topographic map and have
 GS0659.an estimated accuracy of +/- 6 seconds.
 GS0659
 GS0659.The orthometric height was determined by differential leveling
 GS0659.and adjusted by the National Geodetic Survey in May 2004..
 GS0659
 GS0659.The geoid height was determined by GEOID03.
 GS0659
 GS0659.The dynamic height is computed by dividing the NAVD 88
 GS0659.geopotential number by the normal gravity value computed on the
 GS0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0659.degrees latitude (g = 980.6199 gals.).
 GS0659
 GS0659.The modeled gravity was interpolated from observed gravity values.
 GS0659
 GS0659;                    North         East    Units  Estimated Accuracy
 GS0659;SPC NV C     - 6,228,930.      514,180.      MT  (+/- 180 meters Scaled)
 GS0659
 GS0659                          SUPERSEDED SURVEY CONTROL
 GS0659
 GS0659  NAVD 88 (??/??/92) 1103.785  (m)         3621.33   (f) UNKNOWN     3 0
 GS0659  NGVD 29 (05/01/91) 1102.848  (m)         3618.26   (f) ADJUSTED    1 1
 GS0659
 GS0659.Superseded values are not recommended for survey control.
 GS0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0659.See file dsdata.txt to determine how the superseded data were derived.
 GS0659
 GS0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA439742(NAD 83)
 GS0659_MARKER: DB = BENCH MARK DISK
 GS0659_SETTING: 0 = UNSPECIFIED SETTING
 GS0659_STAMPING: 21 TJS 1983
 GS0659_MARK LOGO: USGS  
 GS0659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0659
 GS0659  HISTORY     - Date     Condition        Report By
 GS0659  HISTORY     - 1983     MONUMENTED       USGS
 GS0659  HISTORY     - 1986     GOOD             USGS
 GS0659  HISTORY     - 1988     GOOD             USGS
 GS0659  HISTORY     - 19910207 GOOD             USGS
 GS0659  HISTORY     - 19921217 GOOD             USGS
 GS0659  HISTORY     - 19950105 GOOD             USGS
 GS0659
 GS0659                          STATION DESCRIPTION
 GS0659
 GS0659'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0659'41.5 KM (25.80 MI) ESE FROM BEATTY.
 GS0659'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0659'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0659'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0659'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0659'NORTHEASTERLY 3.0 MILES, 200 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GS0659'ROAD, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0659
 GS0659                          STATION RECOVERY (1986)
 GS0659
 GS0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0659'RECOVERED IN GOOD CONDITION.
 GS0659
 GS0659                          STATION RECOVERY (1988)
 GS0659
 GS0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0659'RECOVERED IN GOOD CONDITION.
 GS0659
 GS0659                          STATION RECOVERY (1991)
 GS0659
 GS0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0659'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0659'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0659'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0659'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0659'NORTHEASTERLY 3.0 MILES, 200 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GS0659'ROAD, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0659
 GS0659                          STATION RECOVERY (1992)
 GS0659
 GS0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0659'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0659'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0659'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0659'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0659'BEND IN THE ROAD, PROCEED NORTHEASTERLY 3.0 MILES (4.8 KM), 200 FEET
 GS0659'(61.0 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 6 FEET (1.8 M)
 GS0659'SOUTH OF A ROCK CAIRN.
 GS0659
 GS0659                          STATION RECOVERY (1995)
 GS0659
 GS0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0659'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0469 ***********************************************************************
 HP0469  DESIGNATION -  210 DOR
 HP0469  PID         -  HP0469
 HP0469  STATE/COUNTY-  NV/LINCOLN
 HP0469  USGS QUAD   -  CONDOR CANYON (1970)
 HP0469
 HP0469                         *CURRENT SURVEY CONTROL
 HP0469  ___________________________________________________________________
 HP0469* NAD 83(1986)-  37 47 22.     (N)    114 20 06.     (W)     SCALED    
 HP0469* NAVD 88     -      1567.953  (meters)    5144.19   (feet)  POSTED    
 HP0469  ___________________________________________________________________
 HP0469  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 HP0469  DYNAMIC HT  -        1566.210 (meters)    5138.47  (feet)  COMP
 HP0469  MODELED GRAV-     979,466.3   (mgal)                       NAVD 88
 HP0469
 HP0469  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0469
 HP0469.The horizontal coordinates were scaled from a topographic map and have
 HP0469.an estimated accuracy of +/- 6 seconds.
 HP0469
 HP0469.The orthometric height was determined by differential leveling
 HP0469.and adjusted by the National Geodetic Survey in 1992..
 HP0469.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0469.rate of 0.0 thru 1.0 mm/km.
 HP0469
 HP0469.The geoid height was determined by GEOID03.
 HP0469
 HP0469.The dynamic height is computed by dividing the NAVD 88
 HP0469.geopotential number by the normal gravity value computed on the
 HP0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0469.degrees latitude (g = 980.6199 gals.).
 HP0469
 HP0469.The modeled gravity was interpolated from observed gravity values.
 HP0469
 HP0469;                    North         East    Units  Estimated Accuracy
 HP0469;SPC NV E     - 8,337,970.      309,950.      MT  (+/- 180 meters Scaled)
 HP0469
 HP0469                          SUPERSEDED SURVEY CONTROL
 HP0469
 HP0469  NGVD 29 (??/??/92) 1566.81   (m)         5140.4    (f) COMPUTED    2 0
 HP0469
 HP0469.Superseded values are not recommended for survey control.
 HP0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0469.See file dsdata.txt to determine how the superseded data were derived.
 HP0469
 HP0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB346857(NAD 83)
 HP0469_MARKER: DD = SURVEY DISK
 HP0469_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0469_SP_SET: COPPER-CLAD STEEL ROD
 HP0469_STAMPING: 210 DOR 1971 5140
 HP0469_MARK LOGO: USGS  
 HP0469_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0469+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0469
 HP0469  HISTORY     - Date     Condition        Report By
 HP0469  HISTORY     - 1971     MONUMENTED       USGS
 HP0469
 HP0469                          STATION DESCRIPTION
 HP0469
 HP0469'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0469'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 3.0 MILES EAST ALONG
 HP0469'STATE HIGHWAY 25, 0.08 MILES NORTHWEST OF A 42-INCH CORRUGATED METAL
 HP0469'PIPE CULVERT, AT MILEPOST 54, 100 FEET NORTH AND 3 FEET LOWER THAN
 HP0469'THE HIGHWAY, 9 FEET NORTH OF A BLADED DRAIN, 0.5 FEET SOUTH OF A
 HP0469'FENCE AND A WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL
 HP0469'ENCASED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0470 ***********************************************************************
 HP0470  DESIGNATION -  211 DOR
 HP0470  PID         -  HP0470
 HP0470  STATE/COUNTY-  NV/LINCOLN
 HP0470  USGS QUAD   -  CONDOR CANYON (1970)
 HP0470
 HP0470                         *CURRENT SURVEY CONTROL
 HP0470  ___________________________________________________________________
 HP0470* NAD 83(1986)-  37 47 15.     (N)    114 19 02.     (W)     SCALED    
 HP0470* NAVD 88     -      1624.873  (meters)    5330.94   (feet)  POSTED    
 HP0470  ___________________________________________________________________
 HP0470  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 HP0470  DYNAMIC HT  -        1623.060 (meters)    5324.99  (feet)  COMP
 HP0470  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 HP0470
 HP0470  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0470
 HP0470.The horizontal coordinates were scaled from a topographic map and have
 HP0470.an estimated accuracy of +/- 6 seconds.
 HP0470
 HP0470.The orthometric height was determined by differential leveling
 HP0470.and adjusted by the National Geodetic Survey in 1992..
 HP0470.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0470.rate of 0.0 thru 1.0 mm/km.
 HP0470
 HP0470.The geoid height was determined by GEOID03.
 HP0470
 HP0470.The dynamic height is computed by dividing the NAVD 88
 HP0470.geopotential number by the normal gravity value computed on the
 HP0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0470.degrees latitude (g = 980.6199 gals.).
 HP0470
 HP0470.The modeled gravity was interpolated from observed gravity values.
 HP0470
 HP0470;                    North         East    Units  Estimated Accuracy
 HP0470;SPC NV E     - 8,337,780.      311,520.      MT  (+/- 180 meters Scaled)
 HP0470
 HP0470                          SUPERSEDED SURVEY CONTROL
 HP0470
 HP0470  NGVD 29 (??/??/92) 1623.72   (m)         5327.2    (f) COMPUTED    2 0
 HP0470
 HP0470.Superseded values are not recommended for survey control.
 HP0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0470.See file dsdata.txt to determine how the superseded data were derived.
 HP0470
 HP0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB362856(NAD 83)
 HP0470_MARKER: DD = SURVEY DISK
 HP0470_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0470_SP_SET: COPPER-CLAD STEEL ROD
 HP0470_STAMPING: 211 DOR 1971 5327
 HP0470_MARK LOGO: USGS  
 HP0470_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0470+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0470
 HP0470  HISTORY     - Date     Condition        Report By
 HP0470  HISTORY     - 1971     MONUMENTED       USGS
 HP0470
 HP0470                          STATION DESCRIPTION
 HP0470
 HP0470'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0470'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 4.0 MILES EAST ALONG
 HP0470'STATE HIGHWAY 25, AT MILEPOST 55, 100 FEET NORTH OF THE HIGHWAY, 60
 HP0470'FEET WEST OF DELMUE RANCH ROAD, 2 FEET SOUTH OF A WITNESS, ON A 5/8
 HP0470'INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE AND
 HP0470'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0471 ***********************************************************************
 HP0471  DESIGNATION -  212 DOR
 HP0471  PID         -  HP0471
 HP0471  STATE/COUNTY-  NV/LINCOLN
 HP0471  USGS QUAD   -  CONDOR CANYON (1970)
 HP0471
 HP0471                         *CURRENT SURVEY CONTROL
 HP0471  ___________________________________________________________________
 HP0471* NAD 83(1986)-  37 47 12.     (N)    114 18 04.     (W)     SCALED    
 HP0471* NAVD 88     -      1686.833  (meters)    5534.22   (feet)  POSTED    
 HP0471  ___________________________________________________________________
 HP0471  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 HP0471  DYNAMIC HT  -        1684.940 (meters)    5528.01  (feet)  COMP
 HP0471  MODELED GRAV-     979,447.4   (mgal)                       NAVD 88
 HP0471
 HP0471  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0471
 HP0471.The horizontal coordinates were scaled from a topographic map and have
 HP0471.an estimated accuracy of +/- 6 seconds.
 HP0471
 HP0471.The orthometric height was determined by differential leveling
 HP0471.and adjusted by the National Geodetic Survey in 1992..
 HP0471.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0471.rate of 0.0 thru 1.0 mm/km.
 HP0471
 HP0471.The geoid height was determined by GEOID03.
 HP0471
 HP0471.The dynamic height is computed by dividing the NAVD 88
 HP0471.geopotential number by the normal gravity value computed on the
 HP0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0471.degrees latitude (g = 980.6199 gals.).
 HP0471
 HP0471.The modeled gravity was interpolated from observed gravity values.
 HP0471
 HP0471;                    North         East    Units  Estimated Accuracy
 HP0471;SPC NV E     - 8,337,700.      312,940.      MT  (+/- 180 meters Scaled)
 HP0471
 HP0471                          SUPERSEDED SURVEY CONTROL
 HP0471
 HP0471  NGVD 29 (??/??/92) 1685.68   (m)         5530.4    (f) COMPUTED    2 0
 HP0471
 HP0471.Superseded values are not recommended for survey control.
 HP0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0471.See file dsdata.txt to determine how the superseded data were derived.
 HP0471
 HP0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB376855(NAD 83)
 HP0471_MARKER: DD = SURVEY DISK
 HP0471_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0471_SP_SET: COPPER-CLAD STEEL ROD
 HP0471_STAMPING: 212 DOR 1971 5530
 HP0471_MARK LOGO: USGS  
 HP0471_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0471+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0471
 HP0471  HISTORY     - Date     Condition        Report By
 HP0471  HISTORY     - 1971     MONUMENTED       USGS
 HP0471
 HP0471                          STATION DESCRIPTION
 HP0471
 HP0471'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0471'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 5.0 MILES EAST ALONG
 HP0471'STATE HIGHWAY 25, 158 FEET SOUTHWEST OF MILEPOST 56, 100 FEET SOUTH
 HP0471'AND 6 FEET LOWER THAN THE HIGHWAY, 2 FEET NORTH OF A WITNESS, ON A
 HP0471'5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE
 HP0471'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0473 ***********************************************************************
 HP0473  DESIGNATION -  213 DOR
 HP0473  PID         -  HP0473
 HP0473  STATE/COUNTY-  NV/LINCOLN
 HP0473  USGS QUAD   -  CONDOR CANYON (1970)
 HP0473
 HP0473                         *CURRENT SURVEY CONTROL
 HP0473  ___________________________________________________________________
 HP0473* NAD 83(1986)-  37 47 14.     (N)    114 15 28.     (W)     SCALED    
 HP0473* NAVD 88     -      1799.129  (meters)    5902.64   (feet)  POSTED    
 HP0473  ___________________________________________________________________
 HP0473  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 HP0473  DYNAMIC HT  -        1797.080 (meters)    5895.92  (feet)  COMP
 HP0473  MODELED GRAV-     979,427.4   (mgal)                       NAVD 88
 HP0473
 HP0473  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0473
 HP0473.The horizontal coordinates were scaled from a topographic map and have
 HP0473.an estimated accuracy of +/- 6 seconds.
 HP0473
 HP0473.The orthometric height was determined by differential leveling
 HP0473.and adjusted by the National Geodetic Survey in 1992..
 HP0473.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0473.rate of 0.0 thru 1.0 mm/km.
 HP0473
 HP0473.The geoid height was determined by GEOID03.
 HP0473
 HP0473.The dynamic height is computed by dividing the NAVD 88
 HP0473.geopotential number by the normal gravity value computed on the
 HP0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0473.degrees latitude (g = 980.6199 gals.).
 HP0473
 HP0473.The modeled gravity was interpolated from observed gravity values.
 HP0473
 HP0473;                    North         East    Units  Estimated Accuracy
 HP0473;SPC NV E     - 8,337,820.      316,750.      MT  (+/- 180 meters Scaled)
 HP0473
 HP0473                          SUPERSEDED SURVEY CONTROL
 HP0473
 HP0473  NGVD 29 (??/??/92) 1797.95   (m)         5898.8    (f) COMPUTED    2 0
 HP0473
 HP0473.Superseded values are not recommended for survey control.
 HP0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0473.See file dsdata.txt to determine how the superseded data were derived.
 HP0473
 HP0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB414857(NAD 83)
 HP0473_MARKER: DB = BENCH MARK DISK
 HP0473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0473_SP_SET: COPPER-CLAD STEEL ROD
 HP0473_STAMPING: 213 DOR 1971 5899
 HP0473_MARK LOGO: USGS  
 HP0473_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0473+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0473
 HP0473  HISTORY     - Date     Condition        Report By
 HP0473  HISTORY     - 1971     MONUMENTED       USGS
 HP0473
 HP0473                          STATION DESCRIPTION
 HP0473
 HP0473'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0473'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 7.4 MILES EAST ALONG
 HP0473'STATE HIGHWAY 25, 0.3 MILES SOUTHEAST OF MILEPOST 58, AT A CURVE, 50
 HP0473'FEET NORTHEAST OF THE HIGHWAY, 0.5 FEET SOUTHWEST OF A FENCE AND
 HP0473'WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY
 HP0473'A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0474 ***********************************************************************
 HP0474  DESIGNATION -  214 DOR
 HP0474  PID         -  HP0474
 HP0474  STATE/COUNTY-  NV/LINCOLN
 HP0474  USGS QUAD   -  PANACA SUMMIT (1972)
 HP0474
 HP0474                         *CURRENT SURVEY CONTROL
 HP0474  ___________________________________________________________________
 HP0474* NAD 83(1986)-  37 47 00.     (N)    114 14 25.     (W)     SCALED    
 HP0474* NAVD 88     -      1848.928  (meters)    6066.02   (feet)  POSTED    
 HP0474  ___________________________________________________________________
 HP0474  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 HP0474  DYNAMIC HT  -        1846.810 (meters)    6059.08  (feet)  COMP
 HP0474  MODELED GRAV-     979,418.3   (mgal)                       NAVD 88
 HP0474
 HP0474  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0474
 HP0474.The horizontal coordinates were scaled from a topographic map and have
 HP0474.an estimated accuracy of +/- 6 seconds.
 HP0474
 HP0474.The orthometric height was determined by differential leveling
 HP0474.and adjusted by the National Geodetic Survey in 1992..
 HP0474.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0474.rate of 0.0 thru 1.0 mm/km.
 HP0474
 HP0474.The geoid height was determined by GEOID03.
 HP0474
 HP0474.The dynamic height is computed by dividing the NAVD 88
 HP0474.geopotential number by the normal gravity value computed on the
 HP0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0474.degrees latitude (g = 980.6199 gals.).
 HP0474
 HP0474.The modeled gravity was interpolated from observed gravity values.
 HP0474
 HP0474;                    North         East    Units  Estimated Accuracy
 HP0474;SPC NV E     - 8,337,410.      318,300.      MT  (+/- 180 meters Scaled)
 HP0474
 HP0474                          SUPERSEDED SURVEY CONTROL
 HP0474
 HP0474.No superseded survey control is available for this station.
 HP0474
 HP0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB430853(NAD 83)
 HP0474_MARKER: DB = BENCH MARK DISK
 HP0474_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0474_SP_SET: COPPER-CLAD STEEL ROD
 HP0474_STAMPING: 214 DOR 1971 6062
 HP0474_MARK LOGO: USGS  
 HP0474_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0474+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0474
 HP0474  HISTORY     - Date     Condition        Report By
 HP0474  HISTORY     - 1971     MONUMENTED       USGS
 HP0474
 HP0474                          STATION DESCRIPTION
 HP0474
 HP0474'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0474'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 8.4 MILES EAST ALONG
 HP0474'STATE HIGHWAY 25 TO A DIM Y-ROAD SOUTHEAST, 0.3 MILES EAST OF
 HP0474'MILEPOST 59, AT A CURVE AND A DIM Y-ROAD JUNCTION, 80 FEET SOUTH AND
 HP0474'2 FEET LOWER THAN THE ROAD, 2 FEET NORTH OF A WITNESS, ON A 5/8 INCH
 HP0474'COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE AND
 HP0474'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0475 ***********************************************************************
 HP0475  DESIGNATION -  215 DOR
 HP0475  PID         -  HP0475
 HP0475  STATE/COUNTY-  NV/LINCOLN
 HP0475  USGS QUAD   -  PANACA SUMMIT (1972)
 HP0475
 HP0475                         *CURRENT SURVEY CONTROL
 HP0475  ___________________________________________________________________
 HP0475* NAD 83(1986)-  37 46 55.     (N)    114 13 29.     (W)     SCALED    
 HP0475* NAVD 88     -      1868.974  (meters)    6131.79   (feet)  POSTED    
 HP0475  ___________________________________________________________________
 HP0475  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 HP0475  DYNAMIC HT  -        1866.820 (meters)    6124.73  (feet)  COMP
 HP0475  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 HP0475
 HP0475  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0475
 HP0475.The horizontal coordinates were scaled from a topographic map and have
 HP0475.an estimated accuracy of +/- 6 seconds.
 HP0475
 HP0475.The orthometric height was determined by differential leveling
 HP0475.and adjusted by the National Geodetic Survey in 1992..
 HP0475.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0475.rate of 0.0 thru 1.0 mm/km.
 HP0475
 HP0475.The geoid height was determined by GEOID03.
 HP0475
 HP0475.The dynamic height is computed by dividing the NAVD 88
 HP0475.geopotential number by the normal gravity value computed on the
 HP0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0475.degrees latitude (g = 980.6199 gals.).
 HP0475
 HP0475.The modeled gravity was interpolated from observed gravity values.
 HP0475
 HP0475;                    North         East    Units  Estimated Accuracy
 HP0475;SPC NV E     - 8,337,270.      319,670.      MT  (+/- 180 meters Scaled)
 HP0475
 HP0475                          SUPERSEDED SURVEY CONTROL
 HP0475
 HP0475.No superseded survey control is available for this station.
 HP0475
 HP0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB444852(NAD 83)
 HP0475_MARKER: DB = BENCH MARK DISK
 HP0475_SETTING: 66 = SET IN ROCK OUTCROP
 HP0475_SP_SET: ROCK OUTCROP
 HP0475_STAMPING: 215 DOR 1971 6128
 HP0475_MARK LOGO: USGS  
 HP0475_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0475+STABILITY: POSITION/ELEVATION WELL
 HP0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0475+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0475
 HP0475  HISTORY     - Date     Condition        Report By
 HP0475  HISTORY     - 1971     MONUMENTED       USGS
 HP0475
 HP0475                          STATION DESCRIPTION
 HP0475
 HP0475'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0475'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 9.3 MILES EAST ALONG
 HP0475'STATE HIGHWAY 25 TO STATE HIGHWAY 75 SOUTH TO ENTERPRISE, UTAH, 0.1
 HP0475'MILE SOUTHEAST OF THE ROAD JUNCTION, 150 FEET EAST OF THE ROAD SOUTH,
 HP0475'45 FEET EAST OF A NAVADA HIGHWAY DEPARTMENT RIGHT-OF-WAY POST, 18
 HP0475'FEET EAST OF A POWER POLE, 1.5 FEET NORTHWEST OF A WITNESS, CEMENTED
 HP0475'IN A GROOVE IN A LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0476 ***********************************************************************
 HP0476  DESIGNATION -  216 DOR
 HP0476  PID         -  HP0476
 HP0476  STATE/COUNTY-  NV/LINCOLN
 HP0476  USGS QUAD   -  PANACA SUMMIT (1972)
 HP0476
 HP0476                         *CURRENT SURVEY CONTROL
 HP0476  ___________________________________________________________________
 HP0476* NAD 83(1986)-  37 46 15.     (N)    114 12 56.     (W)     SCALED    
 HP0476* NAVD 88     -      1913.977  (meters)    6279.44   (feet)  POSTED    
 HP0476  ___________________________________________________________________
 HP0476  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 HP0476  DYNAMIC HT  -        1911.750 (meters)    6272.13  (feet)  COMP
 HP0476  MODELED GRAV-     979,397.7   (mgal)                       NAVD 88
 HP0476
 HP0476  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0476
 HP0476.The horizontal coordinates were scaled from a topographic map and have
 HP0476.an estimated accuracy of +/- 6 seconds.
 HP0476
 HP0476.The orthometric height was determined by differential leveling
 HP0476.and adjusted by the National Geodetic Survey in 1992..
 HP0476.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0476.rate of 0.0 thru 1.0 mm/km.
 HP0476
 HP0476.The geoid height was determined by GEOID03.
 HP0476
 HP0476.The dynamic height is computed by dividing the NAVD 88
 HP0476.geopotential number by the normal gravity value computed on the
 HP0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0476.degrees latitude (g = 980.6199 gals.).
 HP0476
 HP0476.The modeled gravity was interpolated from observed gravity values.
 HP0476
 HP0476;                    North         East    Units  Estimated Accuracy
 HP0476;SPC NV E     - 8,336,050.      320,500.      MT  (+/- 180 meters Scaled)
 HP0476
 HP0476                          SUPERSEDED SURVEY CONTROL
 HP0476
 HP0476.No superseded survey control is available for this station.
 HP0476
 HP0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB452840(NAD 83)
 HP0476_MARKER: DB = BENCH MARK DISK
 HP0476_SETTING: 66 = SET IN ROCK OUTCROP
 HP0476_SP_SET: ROCK OUTCROP
 HP0476_STAMPING: 216 DOR 1971 6275
 HP0476_MARK LOGO: USGS  
 HP0476_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0476+STABILITY: POSITION/ELEVATION WELL
 HP0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0476+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0476
 HP0476  HISTORY     - Date     Condition        Report By
 HP0476  HISTORY     - 1971     MONUMENTED       USGS
 HP0476
 HP0476                          STATION DESCRIPTION
 HP0476
 HP0476'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0476'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 9.3 MILES EAST ALONG
 HP0476'STATE HIGHWAY 25 TO STATE HIGHWAY 75 SOUTH TO ENTERPRISE, THENCE 1.0
 HP0476'MILE SOUTH AND SOUTHEAST, 110 FEET SOUTHWEST AND 5 FEET HIGHER THAN
 HP0476'THE ROAD, 4 FEET SOUTHWEST OF A WITNESS, CEMENTED IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0477 ***********************************************************************
 HP0477  DESIGNATION -  217 DOR
 HP0477  PID         -  HP0477
 HP0477  STATE/COUNTY-  NV/LINCOLN
 HP0477  USGS QUAD   -  PANACA SUMMIT (1972)
 HP0477
 HP0477                         *CURRENT SURVEY CONTROL
 HP0477  ___________________________________________________________________
 HP0477* NAD 83(1986)-  37 45 25.     (N)    114 12 39.     (W)     SCALED    
 HP0477* NAVD 88     -      1968.347  (meters)    6457.82   (feet)  POSTED    
 HP0477  ___________________________________________________________________
 HP0477  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 HP0477  DYNAMIC HT  -        1966.040 (meters)    6450.25  (feet)  COMP
 HP0477  MODELED GRAV-     979,387.3   (mgal)                       NAVD 88
 HP0477
 HP0477  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0477
 HP0477.The horizontal coordinates were scaled from a topographic map and have
 HP0477.an estimated accuracy of +/- 6 seconds.
 HP0477
 HP0477.The orthometric height was determined by differential leveling
 HP0477.and adjusted by the National Geodetic Survey in 1992..
 HP0477.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0477.rate of 0.0 thru 1.0 mm/km.
 HP0477
 HP0477.The geoid height was determined by GEOID03.
 HP0477
 HP0477.The dynamic height is computed by dividing the NAVD 88
 HP0477.geopotential number by the normal gravity value computed on the
 HP0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0477.degrees latitude (g = 980.6199 gals.).
 HP0477
 HP0477.The modeled gravity was interpolated from observed gravity values.
 HP0477
 HP0477;                    North         East    Units  Estimated Accuracy
 HP0477;SPC NV E     - 8,334,520.      320,940.      MT  (+/- 180 meters Scaled)
 HP0477
 HP0477                          SUPERSEDED SURVEY CONTROL
 HP0477
 HP0477.No superseded survey control is available for this station.
 HP0477
 HP0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB457825(NAD 83)
 HP0477_MARKER: DB = BENCH MARK DISK
 HP0477_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0477_SP_SET: COPPER-CLAD STEEL ROD
 HP0477_STAMPING: 217 DOR 1971 6454
 HP0477_MARK LOGO: USGS  
 HP0477_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0477+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0477
 HP0477  HISTORY     - Date     Condition        Report By
 HP0477  HISTORY     - 1971     MONUMENTED       USGS
 HP0477
 HP0477                          STATION DESCRIPTION
 HP0477
 HP0477'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0477'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 9.3 MILES EAST ALONG
 HP0477'STATE HIGHWAY 25 TO STATE HIGHWAY 75 SOUTH AND SOUTHEAST, THENCE 2.1
 HP0477'MILES SOUTHEAST, 50 FEET NORTHEAST AND 2 FEET HIGHER THAN THE ROAD, 1
 HP0477'FOOT SOUTHWEST OF A WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN
 HP0477'TO REFUSAL ENCASED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0478 ***********************************************************************
 HP0478  DESIGNATION -  218 DOR
 HP0478  PID         -  HP0478
 HP0478  STATE/COUNTY-  NV/LINCOLN
 HP0478  USGS QUAD   -  DOW MOUNTAIN (1972)
 HP0478
 HP0478                         *CURRENT SURVEY CONTROL
 HP0478  ___________________________________________________________________
 HP0478* NAD 83(1986)-  37 44 31.     (N)    114 12 30.     (W)     SCALED    
 HP0478* NAVD 88     -      2017.096  (meters)    6617.76   (feet)  POSTED    
 HP0478  ___________________________________________________________________
 HP0478  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 HP0478  DYNAMIC HT  -        2014.720 (meters)    6609.96  (feet)  COMP
 HP0478  MODELED GRAV-     979,378.2   (mgal)                       NAVD 88
 HP0478
 HP0478  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0478
 HP0478.The horizontal coordinates were scaled from a topographic map and have
 HP0478.an estimated accuracy of +/- 6 seconds.
 HP0478
 HP0478.The orthometric height was determined by differential leveling
 HP0478.and adjusted by the National Geodetic Survey in 1992..
 HP0478.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0478.rate of 0.0 thru 1.0 mm/km.
 HP0478
 HP0478.The geoid height was determined by GEOID03.
 HP0478
 HP0478.The dynamic height is computed by dividing the NAVD 88
 HP0478.geopotential number by the normal gravity value computed on the
 HP0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0478.degrees latitude (g = 980.6199 gals.).
 HP0478
 HP0478.The modeled gravity was interpolated from observed gravity values.
 HP0478
 HP0478;                    North         East    Units  Estimated Accuracy
 HP0478;SPC NV E     - 8,332,850.      321,180.      MT  (+/- 180 meters Scaled)
 HP0478
 HP0478                          SUPERSEDED SURVEY CONTROL
 HP0478
 HP0478.No superseded survey control is available for this station.
 HP0478
 HP0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB459808(NAD 83)
 HP0478_MARKER: DB = BENCH MARK DISK
 HP0478_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0478_SP_SET: COPPER-CLAD STEEL ROD
 HP0478_STAMPING: 218 DOR 1971 6614
 HP0478_MARK LOGO: USGS  
 HP0478_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0478+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0478
 HP0478  HISTORY     - Date     Condition        Report By
 HP0478  HISTORY     - 1971     MONUMENTED       USGS
 HP0478
 HP0478                          STATION DESCRIPTION
 HP0478
 HP0478'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0478'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 9.3 MILES EAST ALONG
 HP0478'STATE HIGHWAY 25 TO A T-ROAD SOUTH, THENCE 3.2 MILES SOUTHEAST ALONG
 HP0478'STATE HIGHWAY 75 TO A T-ROAD SOUTHWEST, AT THE TOP OF A RISE, 50 FEET
 HP0478'NORTHEAST OF THE ROAD, 2 FEET SOUTHWEST OF A WITNESS, ON A 5/8 INCH
 HP0478'COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE AND
 HP0478'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0479 ***********************************************************************
 HP0479  DESIGNATION -  219 DOR
 HP0479  PID         -  HP0479
 HP0479  STATE/COUNTY-  NV/LINCOLN
 HP0479  USGS QUAD   -  DOW MOUNTAIN (1972)
 HP0479
 HP0479                         *CURRENT SURVEY CONTROL
 HP0479  ___________________________________________________________________
 HP0479* NAD 83(1986)-  37 43 55.     (N)    114 11 45.     (W)     SCALED    
 HP0479* NAVD 88     -      1964.703  (meters)    6445.86   (feet)  POSTED    
 HP0479  ___________________________________________________________________
 HP0479  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 HP0479  DYNAMIC HT  -        1962.390 (meters)    6438.27  (feet)  COMP
 HP0479  MODELED GRAV-     979,384.4   (mgal)                       NAVD 88
 HP0479
 HP0479  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0479
 HP0479.The horizontal coordinates were scaled from a topographic map and have
 HP0479.an estimated accuracy of +/- 6 seconds.
 HP0479
 HP0479.The orthometric height was determined by differential leveling
 HP0479.and adjusted by the National Geodetic Survey in 1992..
 HP0479.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0479.rate of 0.0 thru 1.0 mm/km.
 HP0479
 HP0479.The geoid height was determined by GEOID03.
 HP0479
 HP0479.The dynamic height is computed by dividing the NAVD 88
 HP0479.geopotential number by the normal gravity value computed on the
 HP0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0479.degrees latitude (g = 980.6199 gals.).
 HP0479
 HP0479.The modeled gravity was interpolated from observed gravity values.
 HP0479
 HP0479;                    North         East    Units  Estimated Accuracy
 HP0479;SPC NV E     - 8,331,760.      322,300.      MT  (+/- 180 meters Scaled)
 HP0479
 HP0479                          SUPERSEDED SURVEY CONTROL
 HP0479
 HP0479.No superseded survey control is available for this station.
 HP0479
 HP0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB471797(NAD 83)
 HP0479_MARKER: DB = BENCH MARK DISK
 HP0479_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0479_SP_SET: COPPER-CLAD STEEL ROD
 HP0479_STAMPING: 219 DOR 1971 6442
 HP0479_MARK LOGO: USGS  
 HP0479_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0479+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0479
 HP0479  HISTORY     - Date     Condition        Report By
 HP0479  HISTORY     - 1971     MONUMENTED       USGS
 HP0479
 HP0479                          STATION DESCRIPTION
 HP0479
 HP0479'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0479'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 9.3 MILES EAST ALONG
 HP0479'STATE HIGHWAY 25 TO A T-ROAD SOUTH, THENCE 4.2 MILES SOUTHEAST ALONG
 HP0479'STATE HIGHWAY 75 TO A T-ROAD NORTH, 50 FEET NORTHEAST AND 3 FEET
 HP0479'HIGHER THAN THE ROAD, 6 FEET WEST OF THE DIM ROAD NORTH, 2 FEET
 HP0479'SOUTHWEST OF A WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO
 HP0479'REFUSAL ENCASED BY FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0532 ***********************************************************************
 JR0532  DESIGNATION -  22
 JR0532  PID         -  JR0532
 JR0532  STATE/COUNTY-  NV/DOUGLAS
 JR0532  USGS QUAD   -  MINDEN (1982)
 JR0532
 JR0532                         *CURRENT SURVEY CONTROL
 JR0532  ___________________________________________________________________
 JR0532* NAD 83(1986)-  38 58 17.     (N)    119 48 30.     (W)     SCALED    
 JR0532* NAVD 88     -      1427.82   (+/-2cm)    4684.4    (feet)  VERTCON   
 JR0532  ___________________________________________________________________
 JR0532  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 JR0532
 JR0532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0532
 JR0532.The horizontal coordinates were scaled from a topographic map and have
 JR0532.an estimated accuracy of +/- 6 seconds.
 JR0532
 JR0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0532.The vertical order pertains to the NGVD 29 superseded value.
 JR0532
 JR0532.The geoid height was determined by GEOID03.
 JR0532
 JR0532;                    North         East    Units  Estimated Accuracy
 JR0532;SPC NV W     - 4,469,140.      693,850.      MT  (+/- 180 meters Scaled)
 JR0532
 JR0532                          SUPERSEDED SURVEY CONTROL
 JR0532
 JR0532  NGVD 29 (??/??/92) 1426.68   (m)         4680.7    (f) COMPUTED    2 0
 JR0532
 JR0532.Superseded values are not recommended for survey control.
 JR0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0532.See file dsdata.txt to determine how the superseded data were derived.
 JR0532
 JR0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD567173(NAD 83)
 JR0532_MARKER: DD = SURVEY DISK
 JR0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0532_STAMPING: 22
 JR0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0532+STABILITY: SURFACE MOTION
 JR0532
 JR0532  HISTORY     - Date     Condition        Report By
 JR0532  HISTORY     - UNK      MONUMENTED       NVGS
 JR0532  HISTORY     - 1951     GOOD             NGS
 JR0532
 JR0532                          STATION DESCRIPTION
 JR0532
 JR0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0532'3.3 MI NW FROM MINDEN.
 JR0532'ABOUT 1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST
 JR0532'OFFICE AT MINDEN, THENCE 1.6 MILES WEST ALONG STATE HIGHWAY NO.
 JR0532'19, ABOUT 0.4 MILES WEST OF A BRIDGE OVER THE EAST FORK OF THE
 JR0532'CARSON RIVER, IN LINE WITH A ROW OF TELEGRAPH POLES, 30 1/2 FEET
 JR0532'EAST OF TELEGRAPH POLE NO. 6663, 28 1/2 FEET NORTH OF THE CENTER
 JR0532'LINE OF THE HIGHWAY, 2.2 FEET SOUTH OF A WIRE FENCE, 1.7 FEET
 JR0532'WEST OF A WITNESS POST, ABOUT 30 YARDS WEST OF A CONCRETE
 JR0532'HIGHWAY BRIDGE OVER AN IRRIGATION CANAL, ABOUT 2 FEET LOWER THAN
 JR0532'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JR0532'0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0736 ***********************************************************************
 GS0736  DESIGNATION -  22 A HN
 GS0736  PID         -  GS0736
 GS0736  STATE/COUNTY-  NV/NYE
 GS0736  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0736
 GS0736                         *CURRENT SURVEY CONTROL
 GS0736  ___________________________________________________________________
 GS0736* NAD 83(1986)-  36 43 35.     (N)    116 14 00.     (W)     SCALED    
 GS0736* NAVD 88     -      1138.300  (meters)    3734.57   (feet)  ADJUSTED  
 GS0736  ___________________________________________________________________
 GS0736  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GS0736  DYNAMIC HT  -        1137.061 (meters)    3730.51  (feet)  COMP
 GS0736  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 GS0736
 GS0736  VERT ORDER  -  FIRST     CLASS I
 GS0736
 GS0736.The horizontal coordinates were scaled from a topographic map and have
 GS0736.an estimated accuracy of +/- 6 seconds.
 GS0736
 GS0736.The orthometric height was determined by differential leveling
 GS0736.and adjusted by the National Geodetic Survey in May 2004..
 GS0736
 GS0736.The geoid height was determined by GEOID03.
 GS0736
 GS0736.The dynamic height is computed by dividing the NAVD 88
 GS0736.geopotential number by the normal gravity value computed on the
 GS0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0736.degrees latitude (g = 980.6199 gals.).
 GS0736
 GS0736.The modeled gravity was interpolated from observed gravity values.
 GS0736
 GS0736;                    North         East    Units  Estimated Accuracy
 GS0736;SPC NV C     - 6,219,350.      538,710.      MT  (+/- 180 meters Scaled)
 GS0736
 GS0736                          SUPERSEDED SURVEY CONTROL
 GS0736
 GS0736  NAVD 88 (??/??/92) 1138.317  (m)         3734.63   (f) UNKNOWN     3 0
 GS0736  NGVD 29 (05/01/91) 1137.424  (m)         3731.70   (f) ADJUSTED    1 1
 GS0736
 GS0736.Superseded values are not recommended for survey control.
 GS0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0736.See file dsdata.txt to determine how the superseded data were derived.
 GS0736
 GS0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA684647(NAD 83)
 GS0736_MARKER: DD = SURVEY DISK
 GS0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0736_SP_SET: CONCRETE POST
 GS0736_STAMPING: H-N BM 22A 1956 3731.61
 GS0736_MARK LOGO: AEC   
 GS0736_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0736+STABILITY: SURFACE MOTION
 GS0736
 GS0736  HISTORY     - Date     Condition        Report By
 GS0736  HISTORY     - 1956     MONUMENTED       AEC
 GS0736  HISTORY     - 1983     GOOD             USGS
 GS0736  HISTORY     - 1986     GOOD             USGS
 GS0736  HISTORY     - 1988     GOOD             USGS
 GS0736  HISTORY     - 19910607 GOOD             USGS
 GS0736  HISTORY     - 19930310 GOOD             USGS
 GS0736  HISTORY     - 19950320 GOOD             USGS
 GS0736
 GS0736                          STATION DESCRIPTION
 GS0736
 GS0736'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0736'26.2 KM (16.30 MI) NW FROM MERCURY.
 GS0736'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0736'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0736'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 16.3 MILES, 200 FEET WEST
 GS0736'OF THE ROAD.
 GS0736'THE MARK IS 2 FT  E FROM  A 4 BY 4 POST
 GS0736
 GS0736                          STATION RECOVERY (1986)
 GS0736
 GS0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0736'RECOVERED IN GOOD CONDITION.
 GS0736
 GS0736                          STATION RECOVERY (1988)
 GS0736
 GS0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0736'RECOVERED IN GOOD CONDITION.
 GS0736
 GS0736                          STATION RECOVERY (1991)
 GS0736
 GS0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0736'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0736'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0736'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 16.3 MILES, 200 FEET WEST
 GS0736'OF THE ROAD.
 GS0736
 GS0736                          STATION RECOVERY (1993)
 GS0736
 GS0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0736'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0736'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0736'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 16.3 MILES
 GS0736'(26.2 KM), 200 FEET (61.0 M) WEST OF THE ROAD.
 GS0736
 GS0736                          STATION RECOVERY (1995)
 GS0736
 GS0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0736'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0628 ***********************************************************************
 MU0628  DESIGNATION -  22 BKC
 MU0628  PID         -  MU0628
 MU0628  STATE/COUNTY-  NV/ELKO
 MU0628  USGS QUAD   -  CORRAL LAKE (1973)
 MU0628
 MU0628                         *CURRENT SURVEY CONTROL
 MU0628  ___________________________________________________________________
 MU0628* NAD 83(1986)-  41 38 48.     (N)    116 46 04.     (W)     SCALED    
 MU0628* NAVD 88     -      1648.033  (meters)    5406.92   (feet)  POSTED    
 MU0628  ___________________________________________________________________
 MU0628  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 MU0628  DYNAMIC HT  -        1646.810 (meters)    5402.91  (feet)  COMP
 MU0628  MODELED GRAV-     979,821.7   (mgal)                       NAVD 88
 MU0628
 MU0628  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0628
 MU0628.The horizontal coordinates were scaled from a topographic map and have
 MU0628.an estimated accuracy of +/- 6 seconds.
 MU0628
 MU0628.The orthometric height was determined by differential leveling
 MU0628.and adjusted by the National Geodetic Survey in 1992..
 MU0628.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0628.rate of 0.0 thru 1.0 mm/km.
 MU0628
 MU0628.The geoid height was determined by GEOID03.
 MU0628
 MU0628.The dynamic height is computed by dividing the NAVD 88
 MU0628.geopotential number by the normal gravity value computed on the
 MU0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0628.degrees latitude (g = 980.6199 gals.).
 MU0628
 MU0628.The modeled gravity was interpolated from observed gravity values.
 MU0628
 MU0628;                    North         East    Units  Estimated Accuracy
 MU0628;SPC NV E     - 8,766,140.      101,340.      MT  (+/- 180 meters Scaled)
 MU0628
 MU0628                          SUPERSEDED SURVEY CONTROL
 MU0628
 MU0628.No superseded survey control is available for this station.
 MU0628
 MU0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG193105(NAD 83)
 MU0628_MARKER: DD = SURVEY DISK
 MU0628_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0628_SP_SET: COPPER-CLAD STEEL ROD
 MU0628_STAMPING: 22 BKC 1973 5404
 MU0628_MARK LOGO: USGS  
 MU0628_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0628+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0628
 MU0628  HISTORY     - Date     Condition        Report By
 MU0628  HISTORY     - 1973     MONUMENTED       USGS
 MU0628
 MU0628                          STATION DESCRIPTION
 MU0628
 MU0628'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0628'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0628'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0628'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0628'ALONG ROAD, THENCE 9.1 MILES NORTH-NORTHWEST ALONG ROAD, 7.6 MILES
 MU0628'WEST AND 11.0 MILES NORTH-NORTHWEST OF WINTERS RANCH -STONE HOUSE-, 58
 MU0628'FEET WEST OF THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD
 MU0628'ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0573 ***********************************************************************
 MT0573  DESIGNATION -  22 C
 MT0573  PID         -  MT0573
 MT0573  STATE/COUNTY-  NV/ELKO
 MT0573  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0573
 MT0573                         *CURRENT SURVEY CONTROL
 MT0573  ___________________________________________________________________
 MT0573* NAD 83(1986)-  41 48 47.     (N)    115 53 21.     (W)     SCALED    
 MT0573* NAVD 88     -      1856.075  (meters)    6089.47   (feet)  ADJUSTED  
 MT0573  ___________________________________________________________________
 MT0573  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 MT0573  DYNAMIC HT  -        1854.628 (meters)    6084.73  (feet)  COMP
 MT0573  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 MT0573
 MT0573  VERT ORDER  -  SECOND    CLASS 0
 MT0573
 MT0573.The horizontal coordinates were scaled from a topographic map and have
 MT0573.an estimated accuracy of +/- 6 seconds.
 MT0573
 MT0573.The orthometric height was determined by differential leveling
 MT0573.and adjusted by the National Geodetic Survey in June 1991..
 MT0573
 MT0573.The geoid height was determined by GEOID03.
 MT0573
 MT0573.The dynamic height is computed by dividing the NAVD 88
 MT0573.geopotential number by the normal gravity value computed on the
 MT0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0573.degrees latitude (g = 980.6199 gals.).
 MT0573
 MT0573.The modeled gravity was interpolated from observed gravity values.
 MT0573
 MT0573;                    North         East    Units  Estimated Accuracy
 MT0573;SPC NV E     - 8,783,980.      174,590.      MT  (+/- 180 meters Scaled)
 MT0573
 MT0573                          SUPERSEDED SURVEY CONTROL
 MT0573
 MT0573  NGVD 29 (??/??/92) 1854.843  (m)         6085.43   (f) ADJ UNCH    2 0
 MT0573
 MT0573.Superseded values are not recommended for survey control.
 MT0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0573.See file dsdata.txt to determine how the superseded data were derived.
 MT0573
 MT0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG922296(NAD 83)
 MT0573_MARKER: DD = SURVEY DISK
 MT0573_SETTING: 80 = SET IN A BOULDER
 MT0573_STAMPING: 22 C 6086 1933
 MT0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0573+STABILITY: SURFACE MOTION
 MT0573
 MT0573  HISTORY     - Date     Condition        Report By
 MT0573  HISTORY     - 1933     MONUMENTED       USGS
 MT0573  HISTORY     - 1951     GOOD             NGS
 MT0573
 MT0573                          STATION DESCRIPTION
 MT0573
 MT0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0573'5.8 MI E FROM MOUNTAIN CITY.
 MT0573'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0573'MOUNTAIN CITY, THENCE 4.8 MILES EAST ALONG A GRAVEL ROAD, 0.4 MILES
 MT0573'SOUTHEAST OF A Y JUNCTION OF A ROAD LEADING SOUTHWEST, AT A DRAIN
 MT0573'ACROSS THE ROAD, SET IN THE TOP OF A LARGE BOULDER ON THE INSIDE OF A
 MT0573'CURVE OF THE ROAD, 49.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 18
 MT0573'FEET NORTH OF THE DRAIN, 44 FEET NORTHEAST OF THE CENTER OF THE ROAD
 MT0573'AND THE DRAIN CROSSING THE ROAD, 79.5 FEET WEST OF BENCH MARK 22 C
 MT0573'R.M. (USGS), ABOUT 6 FEET HIGHER THAN THE ROAD, AND MARKED WITH WHITE
 MT0573'PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0574 ***********************************************************************
 MT0574  DESIGNATION -  22 C RM
 MT0574  PID         -  MT0574
 MT0574  STATE/COUNTY-  NV/ELKO
 MT0574  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0574
 MT0574                         *CURRENT SURVEY CONTROL
 MT0574  ___________________________________________________________________
 MT0574* NAD 83(1986)-  41 48 48.     (N)    115 53 17.     (W)     SCALED    
 MT0574* NAVD 88     -      1856.216  (meters)    6089.94   (feet)  ADJUSTED  
 MT0574  ___________________________________________________________________
 MT0574  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 MT0574  DYNAMIC HT  -        1854.767 (meters)    6085.18  (feet)  COMP
 MT0574  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 MT0574
 MT0574  VERT ORDER  -  SECOND    CLASS 0
 MT0574
 MT0574.The horizontal coordinates were scaled from a topographic map and have
 MT0574.an estimated accuracy of +/- 6 seconds.
 MT0574
 MT0574.The orthometric height was determined by differential leveling
 MT0574.and adjusted by the National Geodetic Survey in June 1991..
 MT0574
 MT0574.The geoid height was determined by GEOID03.
 MT0574
 MT0574.The dynamic height is computed by dividing the NAVD 88
 MT0574.geopotential number by the normal gravity value computed on the
 MT0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0574.degrees latitude (g = 980.6199 gals.).
 MT0574
 MT0574.The modeled gravity was interpolated from observed gravity values.
 MT0574
 MT0574;                    North         East    Units  Estimated Accuracy
 MT0574;SPC NV E     - 8,784,010.      174,680.      MT  (+/- 180 meters Scaled)
 MT0574
 MT0574                          SUPERSEDED SURVEY CONTROL
 MT0574
 MT0574  NGVD 29 (??/??/92) 1854.982  (m)         6085.89   (f) ADJ UNCH    2 0
 MT0574
 MT0574.Superseded values are not recommended for survey control.
 MT0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0574.See file dsdata.txt to determine how the superseded data were derived.
 MT0574
 MT0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG923296(NAD 83)
 MT0574_MARKER: Q = CHISELED SQUARE
 MT0574_SETTING: 80 = SET IN A BOULDER
 MT0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0574+STABILITY: SURFACE MOTION
 MT0574
 MT0574  HISTORY     - Date     Condition        Report By
 MT0574  HISTORY     - UNK      MONUMENTED       USGS
 MT0574  HISTORY     - 1951     GOOD             NGS
 MT0574
 MT0574                          STATION DESCRIPTION
 MT0574
 MT0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0574'5.8 MI E FROM MOUNTAIN CITY.
 MT0574'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0574'MOUNTAIN CITY, THENCE 4.8 MILES EAST ALONG A GRAVEL ROAD, AT A DRAIN
 MT0574'ACROSS THE ROAD AT A CURVE IN THE ROAD, CUT IN THE TOP OF A BOULDER,
 MT0574'79.5 FEET EAST OF BENCH MARK 22 C (USGS), 60 FEET NORTH OF THE CENTER
 MT0574'LINE OF THE ROAD, 26 FEET NORTH OF THE CENTER OF THE DRAINAGE DITCH,
 MT0574'ABOUT 2 FEET HIGHER THAN THE ROAD, AND MARKED WITH WHITE PAINTED
 MT0574'LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0419 ***********************************************************************
 HP0419  DESIGNATION -  22 DOR
 HP0419  PID         -  HP0419
 HP0419  STATE/COUNTY-  NV/LINCOLN
 HP0419  USGS QUAD   -  DEADMAN SPRING (1970)
 HP0419
 HP0419                         *CURRENT SURVEY CONTROL
 HP0419  ___________________________________________________________________
 HP0419* NAD 83(1986)-  37 59 23.     (N)    114 57 46.     (W)     SCALED    
 HP0419* NAVD 88     -      1486.188  (meters)    4875.94   (feet)  ADJUSTED  
 HP0419  ___________________________________________________________________
 HP0419  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 HP0419  DYNAMIC HT  -        1484.588 (meters)    4870.69  (feet)  COMP
 HP0419  MODELED GRAV-     979,501.1   (mgal)                       NAVD 88
 HP0419
 HP0419  VERT ORDER  -  SECOND    CLASS 0
 HP0419
 HP0419.The horizontal coordinates were scaled from a topographic map and have
 HP0419.an estimated accuracy of +/- 6 seconds.
 HP0419
 HP0419.The orthometric height was determined by differential leveling
 HP0419.and adjusted by the National Geodetic Survey in June 1991..
 HP0419
 HP0419.The geoid height was determined by GEOID03.
 HP0419
 HP0419.The dynamic height is computed by dividing the NAVD 88
 HP0419.geopotential number by the normal gravity value computed on the
 HP0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0419.degrees latitude (g = 980.6199 gals.).
 HP0419
 HP0419.The modeled gravity was interpolated from observed gravity values.
 HP0419
 HP0419;                    North         East    Units  Estimated Accuracy
 HP0419;SPC NV E     - 8,359,650.      254,510.      MT  (+/- 180 meters Scaled)
 HP0419
 HP0419                          SUPERSEDED SURVEY CONTROL
 HP0419
 HP0419.No superseded survey control is available for this station.
 HP0419
 HP0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC788066(NAD 83)
 HP0419_MARKER: DD = SURVEY DISK
 HP0419_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0419_SP_SET: COPPER-CLAD STEEL ROD
 HP0419_STAMPING: 22 DOR 1968 4873
 HP0419_MARK LOGO: USGS  
 HP0419_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0419+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0419
 HP0419  HISTORY     - Date     Condition        Report By
 HP0419  HISTORY     - 1968     MONUMENTED       USGS
 HP0419
 HP0419                          STATION DESCRIPTION
 HP0419
 HP0419'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0419'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 34.5 MILES NORTHEAST
 HP0419'ALONG HIGHWAY 38 TO A SLIGHT ROCKY SLOPE, 30 FEET NORTHWEST OF THE
 HP0419'ROAD, 2 FEET SOUTHEAST OF A WITNESS SIGN, SET ON A COPPER-COATED ROD
 HP0419'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0555 ***********************************************************************
 JP0555  DESIGNATION -  22 DOR
 JP0555  PID         -  JP0555
 JP0555  STATE/COUNTY-  NV/LINCOLN
 JP0555  USGS QUAD   -  SIDEHILL SPRING (1971)
 JP0555
 JP0555                         *CURRENT SURVEY CONTROL
 JP0555  ___________________________________________________________________
 JP0555* NAD 83(1986)-  38 24 49.     (N)    114 48 37.     (W)     SCALED    
 JP0555* NAVD 88     -      1835.882  (meters)    6023.22   (feet)  ADJUSTED  
 JP0555  ___________________________________________________________________
 JP0555  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 JP0555  DYNAMIC HT  -        1833.813 (meters)    6016.43  (feet)  COMP
 JP0555  MODELED GRAV-     979,436.9   (mgal)                       NAVD 88
 JP0555
 JP0555  VERT ORDER  -  SECOND    CLASS 0
 JP0555
 JP0555.The horizontal coordinates were scaled from a topographic map and have
 JP0555.an estimated accuracy of +/- 6 seconds.
 JP0555
 JP0555.The orthometric height was determined by differential leveling
 JP0555.and adjusted by the National Geodetic Survey in August 1995..
 JP0555
 JP0555.The geoid height was determined by GEOID03.
 JP0555
 JP0555.The dynamic height is computed by dividing the NAVD 88
 JP0555.geopotential number by the normal gravity value computed on the
 JP0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0555.degrees latitude (g = 980.6199 gals.).
 JP0555
 JP0555.The modeled gravity was interpolated from observed gravity values.
 JP0555
 JP0555;                    North         East    Units  Estimated Accuracy
 JP0555;SPC NV E     - 8,406,790.      267,510.      MT  (+/- 180 meters Scaled)
 JP0555
 JP0555                          SUPERSEDED SURVEY CONTROL
 JP0555
 JP0555.No superseded survey control is available for this station.
 JP0555
 JP0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC911539(NAD 83)
 JP0555_MARKER: DD = SURVEY DISK
 JP0555_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0555_SP_SET: COPPER-CLAD STEEL ROD
 JP0555_STAMPING: 22 DOR 1971 6019
 JP0555_MARK LOGO: USGS  
 JP0555_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0555
 JP0555  HISTORY     - Date     Condition        Report By
 JP0555  HISTORY     - 1971     MONUMENTED       USGS
 JP0555
 JP0555                          STATION DESCRIPTION
 JP0555
 JP0555'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0555'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0555'HIGHWAY 93 TO A T-ROAD WEST, THENCE 14.6 MILES WEST ALONG THE ROAD TO
 JP0555'CAVE VALLEY TO A Y-ROAD SOUTH, THENCE 3.0 MILES NORTH TO A BEND IN
 JP0555'THE ROAD TO THE LEFT, 482 FEET SOUTHEAST OF AND 19 FEET HIGHER THAN
 JP0555'THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A WITNESS POST, A 5/8 INCH
 JP0555'COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND
 JP0555'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0586 ***********************************************************************
 JP0586  DESIGNATION -  22 DOR
 JP0586  PID         -  JP0586
 JP0586  STATE/COUNTY-  NV/WHITE PINE
 JP0586  USGS QUAD   -  WHITE ROCK CREEK (1973)
 JP0586
 JP0586                         *CURRENT SURVEY CONTROL
 JP0586  ___________________________________________________________________
 JP0586* NAD 83(1986)-  38 52 57.     (N)    114 48 24.     (W)     SCALED    
 JP0586* NAVD 88     -      2134.712  (meters)    7003.63   (feet)  ADJUSTED  
 JP0586  ___________________________________________________________________
 JP0586  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 JP0586  DYNAMIC HT  -        2132.294 (meters)    6995.70  (feet)  COMP
 JP0586  MODELED GRAV-     979,418.4   (mgal)                       NAVD 88
 JP0586
 JP0586  VERT ORDER  -  SECOND    CLASS 0
 JP0586
 JP0586.The horizontal coordinates were scaled from a topographic map and have
 JP0586.an estimated accuracy of +/- 6 seconds.
 JP0586
 JP0586.The orthometric height was determined by differential leveling
 JP0586.and adjusted by the National Geodetic Survey in August 1995..
 JP0586
 JP0586.The geoid height was determined by GEOID03.
 JP0586
 JP0586.The dynamic height is computed by dividing the NAVD 88
 JP0586.geopotential number by the normal gravity value computed on the
 JP0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0586.degrees latitude (g = 980.6199 gals.).
 JP0586
 JP0586.The modeled gravity was interpolated from observed gravity values.
 JP0586
 JP0586;                    North         East    Units  Estimated Accuracy
 JP0586;SPC NV E     - 8,458,840.      267,390.      MT  (+/- 180 meters Scaled)
 JP0586
 JP0586                          SUPERSEDED SURVEY CONTROL
 JP0586
 JP0586.No superseded survey control is available for this station.
 JP0586
 JP0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD902060(NAD 83)
 JP0586_MARKER: DD = SURVEY DISK
 JP0586_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0586_SP_SET: COPPER-CLAD STEEL ROD
 JP0586_STAMPING: 22 DOR 1973 6999
 JP0586_MARK LOGO: USGS  
 JP0586_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0586
 JP0586  HISTORY     - Date     Condition        Report By
 JP0586  HISTORY     - 1973     MONUMENTED       USGS
 JP0586
 JP0586                          STATION DESCRIPTION
 JP0586
 JP0586'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0586'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0586'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 21.6 MILES
 JP0586'SOUTH TO A SLIGHT TURN IN THE ROAD, 50 FEET EAST OF AND 1.5 FEET
 JP0586'LOWER THAN THE CENTERLINE OF THE ROAD AT THE SLIGHT TURN, 25 FEET
 JP0586'NORTH OF A SLIGHT TURN IN A FENCE, 0.5 FOOT WEST OF THE FENCE,  A 5/8
 JP0586'COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH
 JP0586'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0551 ***********************************************************************
 MU0551  DESIGNATION -  22 FMK
 MU0551  PID         -  MU0551
 MU0551  STATE/COUNTY-  NV/ELKO
 MU0551  USGS QUAD   -  BURNER HILLS (1974)
 MU0551
 MU0551                         *CURRENT SURVEY CONTROL
 MU0551  ___________________________________________________________________
 MU0551* NAD 83(1986)-  41 25 21.     (N)    116 39 08.     (W)     SCALED    
 MU0551* NAVD 88     -      1749.997  (meters)    5741.45   (feet)  POSTED    
 MU0551  ___________________________________________________________________
 MU0551  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 MU0551  DYNAMIC HT  -        1748.600 (meters)    5736.87  (feet)  COMP
 MU0551  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 MU0551
 MU0551  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0551
 MU0551.The horizontal coordinates were scaled from a topographic map and have
 MU0551.an estimated accuracy of +/- 6 seconds.
 MU0551
 MU0551.The orthometric height was determined by differential leveling
 MU0551.and adjusted by the National Geodetic Survey in 1992..
 MU0551.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0551.rate of 0.0 thru 1.0 mm/km.
 MU0551
 MU0551.The geoid height was determined by GEOID03.
 MU0551
 MU0551.The dynamic height is computed by dividing the NAVD 88
 MU0551.geopotential number by the normal gravity value computed on the
 MU0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0551.degrees latitude (g = 980.6199 gals.).
 MU0551
 MU0551.The modeled gravity was interpolated from observed gravity values.
 MU0551
 MU0551;                    North         East    Units  Estimated Accuracy
 MU0551;SPC NV E     - 8,741,110.      110,650.      MT  (+/- 180 meters Scaled)
 MU0551
 MU0551                          SUPERSEDED SURVEY CONTROL
 MU0551
 MU0551.No superseded survey control is available for this station.
 MU0551
 MU0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF290857(NAD 83)
 MU0551_MARKER: DD = SURVEY DISK
 MU0551_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0551_SP_SET: COPPER-CLAD STEEL ROD
 MU0551_STAMPING: 22 FMK 1973 5738
 MU0551_MARK LOGO: USGS  
 MU0551_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0551+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0551
 MU0551  HISTORY     - Date     Condition        Report By
 MU0551  HISTORY     - 1973     MONUMENTED       USGS
 MU0551
 MU0551                          STATION DESCRIPTION
 MU0551
 MU0551'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0551'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0551'MILES EAST ALONG GRAVEL ROAD, THENCE 16.4 MILES NORTH ALONG DIRT ROAD,
 MU0551'6.0 MILES WEST AND 6.7 MILES SOUTH OF WINTERS RANCH -STONE HOUSE-, TO
 MU0551'A T-ROAD WEST, 348 FEET SOUTH AND 48 FEET WEST OF A ROAD JUNCTION, SET
 MU0551'ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0551'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0498 ***********************************************************************
 LS0498  DESIGNATION -  22 HJH
 LS0498  PID         -  LS0498
 LS0498  STATE/COUNTY-  NV/WASHOE
 LS0498  USGS QUAD   -  TOHAKUM PEAK SE (1980)
 LS0498
 LS0498                         *CURRENT SURVEY CONTROL
 LS0498  ___________________________________________________________________
 LS0498* NAD 83(1986)-  40 04 21.     (N)    119 22 27.     (W)     SCALED    
 LS0498* NAVD 88     -      1152.030  (meters)    3779.62   (feet)  ADJUSTED  
 LS0498  ___________________________________________________________________
 LS0498  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 LS0498  DYNAMIC HT  -        1151.099 (meters)    3776.56  (feet)  COMP
 LS0498  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 LS0498
 LS0498  VERT ORDER  -  SECOND    CLASS 0
 LS0498
 LS0498.The horizontal coordinates were scaled from a topographic map and have
 LS0498.an estimated accuracy of +/- 6 seconds.
 LS0498
 LS0498.The orthometric height was determined by differential leveling
 LS0498.and adjusted by the National Geodetic Survey in June 1991..
 LS0498
 LS0498.The geoid height was determined by GEOID03.
 LS0498
 LS0498.The dynamic height is computed by dividing the NAVD 88
 LS0498.geopotential number by the normal gravity value computed on the
 LS0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0498.degrees latitude (g = 980.6199 gals.).
 LS0498
 LS0498.The modeled gravity was interpolated from observed gravity values.
 LS0498
 LS0498;                    North         East    Units  Estimated Accuracy
 LS0498;SPC NV W     - 4,590,960.      732,550.      MT  (+/- 180 meters Scaled)
 LS0498
 LS0498                          SUPERSEDED SURVEY CONTROL
 LS0498
 LS0498  NGVD 29 (??/??/92) 1151.053  (m)         3776.41   (f) ADJ UNCH    2 0
 LS0498
 LS0498.Superseded values are not recommended for survey control.
 LS0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0498.See file dsdata.txt to determine how the superseded data were derived.
 LS0498
 LS0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE975385(NAD 83)
 LS0498_MARKER: DB = BENCH MARK DISK
 LS0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0498_SP_SET: CONCRETE POST
 LS0498_STAMPING: 22 HJH 1962 3776
 LS0498_MARK LOGO: USGS  
 LS0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0498+STABILITY: SURFACE MOTION
 LS0498
 LS0498  HISTORY     - Date     Condition        Report By
 LS0498  HISTORY     - 1962     MONUMENTED       USGS
 LS0498
 LS0498                          STATION DESCRIPTION
 LS0498
 LS0498'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0498'29.0 KM (18.00 MI) NORTH FROM NIXON.
 LS0498'18.O MILES NORTH OF NIXON ALONG STATE HIGHWAY 34 IN THE WINNEMUCCA
 LS0498'LAKE BOTTOM, 41 FEET SOUTHEAST OF THE HIGHWAY CENTERLINE AND 90 FEET
 LS0498'NORTHWEST OF A POWER POLE.
 LS0498'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
 LS0498'THE MARK IS 4.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0476 ***********************************************************************
 MV0476  DESIGNATION -  22 LRC
 MV0476  PID         -  MV0476
 MV0476  STATE/COUNTY-  NV/HUMBOLDT
 MV0476  USGS QUAD   -  PAIUTE MEADOWS (1972)
 MV0476
 MV0476                         *CURRENT SURVEY CONTROL
 MV0476  ___________________________________________________________________
 MV0476* NAD 83(1986)-  41 17 28.     (N)    118 56 10.     (W)     SCALED    
 MV0476* NAVD 88     -      1346.035  (meters)    4416.12   (feet)  ADJUSTED  
 MV0476  ___________________________________________________________________
 MV0476  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 MV0476  DYNAMIC HT  -        1345.059 (meters)    4412.91  (feet)  COMP
 MV0476  MODELED GRAV-     979,851.5   (mgal)                       NAVD 88
 MV0476
 MV0476  VERT ORDER  -  SECOND    CLASS 0
 MV0476
 MV0476.The horizontal coordinates were scaled from a topographic map and have
 MV0476.an estimated accuracy of +/- 6 seconds.
 MV0476
 MV0476.The orthometric height was determined by differential leveling
 MV0476.and adjusted by the National Geodetic Survey in June 1991..
 MV0476
 MV0476.The geoid height was determined by GEOID03.
 MV0476
 MV0476.The dynamic height is computed by dividing the NAVD 88
 MV0476.geopotential number by the normal gravity value computed on the
 MV0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0476.degrees latitude (g = 980.6199 gals.).
 MV0476
 MV0476.The modeled gravity was interpolated from observed gravity values.
 MV0476
 MV0476;                    North         East    Units  Estimated Accuracy
 MV0476;SPC NV W     - 4,726,030.      770,450.      MT  (+/- 180 meters Scaled)
 MV0476
 MV0476                          SUPERSEDED SURVEY CONTROL
 MV0476
 MV0476.No superseded survey control is available for this station.
 MV0476
 MV0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF378728(NAD 83)
 MV0476_MARKER: DD = SURVEY DISK
 MV0476_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0476_SP_SET: COPPER-CLAD STEEL ROD
 MV0476_STAMPING: 22 LRC 1972 4413
 MV0476_MARK LOGO: USGS  
 MV0476_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0476+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0476
 MV0476  HISTORY     - Date     Condition        Report By
 MV0476  HISTORY     - 1972     MONUMENTED       USGS
 MV0476
 MV0476                          STATION DESCRIPTION
 MV0476
 MV0476'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0476'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0476'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0476'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0476'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 25.6 MILES NORTH
 MV0476'ALONG TRACK ROAD AND FENCE LINE TO A CURVE AROUND A FENCE CORNER AT A
 MV0476'SPRING, 1.0 MILE SOUTH OF PAHUTE MEADOW RANCH, 62 FEET SOUTHEAST OF
 MV0476'THE SPRING AND 45 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND 5
 MV0476'FEET SOUTHWEST OF A WITNESS POST AND FENCE CORNER, ENCASED IN
 MV0476'DRAINPIPE CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0450 ***********************************************************************
 HP0450  DESIGNATION -  22 LRC
 HP0450  PID         -  HP0450
 HP0450  STATE/COUNTY-  NV/LINCOLN
 HP0450  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0450
 HP0450                         *CURRENT SURVEY CONTROL
 HP0450  ___________________________________________________________________
 HP0450* NAD 83(1986)-  37 08 47.     (N)    114 23 23.     (W)     SCALED    
 HP0450* NAVD 88     -      1051.554  (meters)    3449.97   (feet)  POSTED    
 HP0450  ___________________________________________________________________
 HP0450  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 HP0450  DYNAMIC HT  -        1050.480 (meters)    3446.45  (feet)  COMP
 HP0450  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 HP0450
 HP0450  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0450
 HP0450.The horizontal coordinates were scaled from a topographic map and have
 HP0450.an estimated accuracy of +/- 6 seconds.
 HP0450
 HP0450.The orthometric height was determined by differential leveling
 HP0450.and adjusted by the National Geodetic Survey in 1992..
 HP0450.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0450.rate of 1.1 thru 2.0 mm/km.
 HP0450
 HP0450.The geoid height was determined by GEOID03.
 HP0450
 HP0450.The dynamic height is computed by dividing the NAVD 88
 HP0450.geopotential number by the normal gravity value computed on the
 HP0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0450.degrees latitude (g = 980.6199 gals.).
 HP0450
 HP0450.The modeled gravity was interpolated from observed gravity values.
 HP0450
 HP0450;                    North         East    Units  Estimated Accuracy
 HP0450;SPC NV E     - 8,266,540.      306,030.      MT  (+/- 180 meters Scaled)
 HP0450
 HP0450                          SUPERSEDED SURVEY CONTROL
 HP0450
 HP0450.No superseded survey control is available for this station.
 HP0450
 HP0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB318143(NAD 83)
 HP0450_MARKER: DD = SURVEY DISK
 HP0450_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0450_SP_SET: COPPER-CLAD STEEL ROD
 HP0450_STAMPING: 22 LRC 1973 3448
 HP0450_MARK LOGO: USGS  
 HP0450_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0450+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0450
 HP0450  HISTORY     - Date     Condition        Report By
 HP0450  HISTORY     - 1973     MONUMENTED       USGS
 HP0450
 HP0450                          STATION DESCRIPTION
 HP0450
 HP0450'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0450'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0450'MILES NORTH ALONG A GRAVEL ROAD TO A Y-ROAD AT A LARGE DRAIN, THENCE
 HP0450'5.6 MILES EASTERLY ALONG ROAD TO A PROMINENT Y-ROAD FORK EAST TO
 HP0450'BEAVER DAM WASH, SOUTH AND EAST TO INTERSTATE-HIGHWAY 15, 78 FEET
 HP0450'SOUTHEAST OF THE CENTER OF A CATTLEGUARD, 60 FEET SOUTH OF THE CENTER
 HP0450'OF THE ROAD, 25 FEET EAST OF A FENCE, ON A 5/8 INCH COPPER-COATED ROD
 HP0450'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0660 ***********************************************************************
 GS0660  DESIGNATION -  22 TJS
 GS0660  PID         -  GS0660
 GS0660  STATE/COUNTY-  NV/NYE
 GS0660  USGS QUAD   -  CRATER FLAT (1986)
 GS0660
 GS0660                         *CURRENT SURVEY CONTROL
 GS0660  ___________________________________________________________________
 GS0660* NAD 83(1986)-  36 48 56.     (N)    116 30 12.     (W)     SCALED    
 GS0660* NAVD 88     -      1119.636  (meters)    3673.34   (feet)  ADJUSTED  
 GS0660  ___________________________________________________________________
 GS0660  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 GS0660  DYNAMIC HT  -        1118.390 (meters)    3669.25  (feet)  COMP
 GS0660  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 GS0660
 GS0660  VERT ORDER  -  FIRST     CLASS I
 GS0660
 GS0660.The horizontal coordinates were scaled from a topographic map and have
 GS0660.an estimated accuracy of +/- 6 seconds.
 GS0660
 GS0660.The orthometric height was determined by differential leveling
 GS0660.and adjusted by the National Geodetic Survey in May 2004..
 GS0660
 GS0660.The geoid height was determined by GEOID03.
 GS0660
 GS0660.The dynamic height is computed by dividing the NAVD 88
 GS0660.geopotential number by the normal gravity value computed on the
 GS0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0660.degrees latitude (g = 980.6199 gals.).
 GS0660
 GS0660.The modeled gravity was interpolated from observed gravity values.
 GS0660
 GS0660;                    North         East    Units  Estimated Accuracy
 GS0660;SPC NV C     - 6,229,170.      514,570.      MT  (+/- 180 meters Scaled)
 GS0660
 GS0660                          SUPERSEDED SURVEY CONTROL
 GS0660
 GS0660  NAVD 88 (??/??/92) 1119.640  (m)         3673.35   (f) UNKNOWN     3 0
 GS0660  NGVD 29 (05/01/91) 1118.701  (m)         3670.27   (f) ADJUSTED    1 1
 GS0660
 GS0660.Superseded values are not recommended for survey control.
 GS0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0660.See file dsdata.txt to determine how the superseded data were derived.
 GS0660
 GS0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA442745(NAD 83)
 GS0660_MARKER: DB = BENCH MARK DISK
 GS0660_SETTING: 66 = SET IN ROCK OUTCROP
 GS0660_SP_SET: BEDROCK
 GS0660_STAMPING: 22 TJS 1983
 GS0660_MARK LOGO: USGS  
 GS0660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0660+STABILITY: POSITION/ELEVATION WELL
 GS0660
 GS0660  HISTORY     - Date     Condition        Report By
 GS0660  HISTORY     - 1983     MONUMENTED       USGS
 GS0660  HISTORY     - 1986     GOOD             USGS
 GS0660  HISTORY     - 1988     GOOD             USGS
 GS0660  HISTORY     - 19910207 GOOD             USGS
 GS0660  HISTORY     - 19921230 GOOD             USGS
 GS0660  HISTORY     - 19950105 GOOD             USGS
 GS0660
 GS0660                          STATION DESCRIPTION
 GS0660
 GS0660'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0660'42.2 KM (26.20 MI) ESE FROM BEATTY.
 GS0660'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0660'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0660'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0660'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0660'NORTHEASTERLY 3.4 MILES, 125 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GS0660'ROAD, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0660
 GS0660                          STATION RECOVERY (1986)
 GS0660
 GS0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0660'RECOVERED IN GOOD CONDITION.
 GS0660
 GS0660                          STATION RECOVERY (1988)
 GS0660
 GS0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0660'RECOVERED IN GOOD CONDITION.
 GS0660
 GS0660                          STATION RECOVERY (1991)
 GS0660
 GS0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0660'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0660'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0660'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0660'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0660'NORTHEASTERLY 3.4 MILES, 125 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GS0660'ROAD, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0660
 GS0660                          STATION RECOVERY (1992)
 GS0660
 GS0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0660'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0660'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0660'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0660'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0660'BEND IN THE ROAD, PROCEED NORTHEASTERLY 3.4 MILES (5.5 KM), 125 FEET
 GS0660'(38.1 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 6 FEET (1.8 M)
 GS0660'SOUTH OF A ROCK CAIRN.
 GS0660
 GS0660                          STATION RECOVERY (1995)
 GS0660
 GS0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0660'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0480 ***********************************************************************
 HP0480  DESIGNATION -  220 DOR
 HP0480  PID         -  HP0480
 HP0480  STATE/COUNTY-  NV/LINCOLN
 HP0480  USGS QUAD   -  DOW MOUNTAIN (1972)
 HP0480
 HP0480                         *CURRENT SURVEY CONTROL
 HP0480  ___________________________________________________________________
 HP0480* NAD 83(1986)-  37 43 23.     (N)    114 10 53.     (W)     SCALED    
 HP0480* NAVD 88     -      1914.639  (meters)    6281.61   (feet)  POSTED    
 HP0480  ___________________________________________________________________
 HP0480  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 HP0480  DYNAMIC HT  -        1912.400 (meters)    6274.27  (feet)  COMP
 HP0480  MODELED GRAV-     979,391.6   (mgal)                       NAVD 88
 HP0480
 HP0480  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0480
 HP0480.The horizontal coordinates were scaled from a topographic map and have
 HP0480.an estimated accuracy of +/- 6 seconds.
 HP0480
 HP0480.The orthometric height was determined by differential leveling
 HP0480.and adjusted by the National Geodetic Survey in 1992..
 HP0480.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0480.rate of 0.0 thru 1.0 mm/km.
 HP0480
 HP0480.The geoid height was determined by GEOID03.
 HP0480
 HP0480.The dynamic height is computed by dividing the NAVD 88
 HP0480.geopotential number by the normal gravity value computed on the
 HP0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0480.degrees latitude (g = 980.6199 gals.).
 HP0480
 HP0480.The modeled gravity was interpolated from observed gravity values.
 HP0480
 HP0480;                    North         East    Units  Estimated Accuracy
 HP0480;SPC NV E     - 8,330,790.      323,590.      MT  (+/- 180 meters Scaled)
 HP0480
 HP0480                          SUPERSEDED SURVEY CONTROL
 HP0480
 HP0480.No superseded survey control is available for this station.
 HP0480
 HP0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB484788(NAD 83)
 HP0480_MARKER: DB = BENCH MARK DISK
 HP0480_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0480_SP_SET: COPPER-CLAD STEEL ROD
 HP0480_STAMPING: 220 DOR 1971 6278
 HP0480_MARK LOGO: USGS  
 HP0480_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0480+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0480
 HP0480  HISTORY     - Date     Condition        Report By
 HP0480  HISTORY     - 1971     MONUMENTED       USGS
 HP0480
 HP0480                          STATION DESCRIPTION
 HP0480
 HP0480'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0480'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 9.3 MILES EAST ALONG
 HP0480'STATE HIGHWAY 25 TO A T-ROAD SOUTH, THENCE 5.2 MILES SOUTH AND
 HP0480'SOUTHEAST ALONG STATE HIGHWAY 75, 0.05 MILES NORTHWEST OF A CURVE IN
 HP0480'THE ROAD, 50 FEET NORTHEAST AND 2 FEET LOWER THAN THE ROAD, 2 FEET
 HP0480'SOUTHWEST OF A WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO
 HP0480'REFUSAL ENCASED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0481 ***********************************************************************
 HP0481  DESIGNATION -  221 DOR
 HP0481  PID         -  HP0481
 HP0481  STATE/COUNTY-  NV/LINCOLN
 HP0481  USGS QUAD   -  DOW MOUNTAIN (1972)
 HP0481
 HP0481                         *CURRENT SURVEY CONTROL
 HP0481  ___________________________________________________________________
 HP0481* NAD 83(1986)-  37 42 39.     (N)    114 10 22.     (W)     SCALED    
 HP0481* NAVD 88     -      1885.067  (meters)    6184.59   (feet)  POSTED    
 HP0481  ___________________________________________________________________
 HP0481  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 HP0481  DYNAMIC HT  -        1882.870 (meters)    6177.38  (feet)  COMP
 HP0481  MODELED GRAV-     979,396.8   (mgal)                       NAVD 88
 HP0481
 HP0481  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0481
 HP0481.The horizontal coordinates were scaled from a topographic map and have
 HP0481.an estimated accuracy of +/- 6 seconds.
 HP0481
 HP0481.The orthometric height was determined by differential leveling
 HP0481.and adjusted by the National Geodetic Survey in 1992..
 HP0481.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0481.rate of 0.0 thru 1.0 mm/km.
 HP0481
 HP0481.The geoid height was determined by GEOID03.
 HP0481
 HP0481.The dynamic height is computed by dividing the NAVD 88
 HP0481.geopotential number by the normal gravity value computed on the
 HP0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0481.degrees latitude (g = 980.6199 gals.).
 HP0481
 HP0481.The modeled gravity was interpolated from observed gravity values.
 HP0481
 HP0481;                    North         East    Units  Estimated Accuracy
 HP0481;SPC NV E     - 8,329,450.      324,370.      MT  (+/- 180 meters Scaled)
 HP0481
 HP0481                          SUPERSEDED SURVEY CONTROL
 HP0481
 HP0481.No superseded survey control is available for this station.
 HP0481
 HP0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB492774(NAD 83)
 HP0481_MARKER: DB = BENCH MARK DISK
 HP0481_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0481_SP_SET: COPPER-CLAD STEEL ROD
 HP0481_STAMPING: 221 DOR 1971 6181
 HP0481_MARK LOGO: USGS  
 HP0481_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0481+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0481
 HP0481  HISTORY     - Date     Condition        Report By
 HP0481  HISTORY     - 1971     MONUMENTED       USGS
 HP0481
 HP0481                          STATION DESCRIPTION
 HP0481
 HP0481'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0481'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 9.3 MILES EAST ALONG
 HP0481'STATE HIGHWAY 25 TO A T-ROAD SOUTH, THENCE 6.2 MILES SOUTH AND
 HP0481'SOUTHEAST ALONG STATE HIGHWAY 75, TO THE JUNCTION OF A BLADED DRAIN
 HP0481'LEADING SOUTHEAST, 50 FEET SOUTHWEST OF THE ROAD, 2 FEET NORTHEAST OF
 HP0481'A WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED
 HP0481'BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0482 ***********************************************************************
 HP0482  DESIGNATION -  222 DOR
 HP0482  PID         -  HP0482
 HP0482  STATE/COUNTY-  NV/LINCOLN
 HP0482  USGS QUAD   -  DOW MOUNTAIN (1972)
 HP0482
 HP0482                         *CURRENT SURVEY CONTROL
 HP0482  ___________________________________________________________________
 HP0482* NAD 83(1986)-  37 42 00.     (N)    114 09 34.     (W)     SCALED    
 HP0482* NAVD 88     -      1861.123  (meters)    6106.03   (feet)  POSTED    
 HP0482  ___________________________________________________________________
 HP0482  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 HP0482  DYNAMIC HT  -        1858.960 (meters)    6098.94  (feet)  COMP
 HP0482  MODELED GRAV-     979,402.7   (mgal)                       NAVD 88
 HP0482
 HP0482  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0482
 HP0482.The horizontal coordinates were scaled from a topographic map and have
 HP0482.an estimated accuracy of +/- 6 seconds.
 HP0482
 HP0482.The orthometric height was determined by differential leveling
 HP0482.and adjusted by the National Geodetic Survey in 1992..
 HP0482.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0482.rate of 0.0 thru 1.0 mm/km.
 HP0482
 HP0482.The geoid height was determined by GEOID03.
 HP0482
 HP0482.The dynamic height is computed by dividing the NAVD 88
 HP0482.geopotential number by the normal gravity value computed on the
 HP0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0482.degrees latitude (g = 980.6199 gals.).
 HP0482
 HP0482.The modeled gravity was interpolated from observed gravity values.
 HP0482
 HP0482;                    North         East    Units  Estimated Accuracy
 HP0482;SPC NV E     - 8,328,260.      325,560.      MT  (+/- 180 meters Scaled)
 HP0482
 HP0482                          SUPERSEDED SURVEY CONTROL
 HP0482
 HP0482.No superseded survey control is available for this station.
 HP0482
 HP0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB504763(NAD 83)
 HP0482_MARKER: DB = BENCH MARK DISK
 HP0482_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0482_SP_SET: COPPER-CLAD STEEL ROD
 HP0482_STAMPING: 222 DOR 1971 6102
 HP0482_MARK LOGO: USGS  
 HP0482_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0482+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0482
 HP0482  HISTORY     - Date     Condition        Report By
 HP0482  HISTORY     - 1971     MONUMENTED       USGS
 HP0482
 HP0482                          STATION DESCRIPTION
 HP0482
 HP0482'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0482'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 9.3 MILES EAST ALONG
 HP0482'STATE HIGHWAY 25 TO A T-ROAD SOUTH, THENCE 7.3 MILES SOUTH AND
 HP0482'SOUTHEAST ALONG STATE HIGHWAY 75, TO THE TOP OF A RISE, 42 FEET
 HP0482'NORTHEAST AND 3.5 FEET HIGHER THAN THE ROAD, 2 FEET SOUTHWEST OF A
 HP0482'WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY
 HP0482'A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0483 ***********************************************************************
 HP0483  DESIGNATION -  223 DOR
 HP0483  PID         -  HP0483
 HP0483  STATE/COUNTY-  NV/LINCOLN
 HP0483  USGS QUAD   -  DOW MOUNTAIN (1972)
 HP0483
 HP0483                         *CURRENT SURVEY CONTROL
 HP0483  ___________________________________________________________________
 HP0483* NAD 83(1986)-  37 41 16.     (N)    114 08 46.     (W)     SCALED    
 HP0483* NAVD 88     -      1822.163  (meters)    5978.21   (feet)  POSTED    
 HP0483  ___________________________________________________________________
 HP0483  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 HP0483  DYNAMIC HT  -        1820.060 (meters)    5971.31  (feet)  COMP
 HP0483  MODELED GRAV-     979,408.1   (mgal)                       NAVD 88
 HP0483
 HP0483  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0483
 HP0483.The horizontal coordinates were scaled from a topographic map and have
 HP0483.an estimated accuracy of +/- 6 seconds.
 HP0483
 HP0483.The orthometric height was determined by differential leveling
 HP0483.and adjusted by the National Geodetic Survey in 1992..
 HP0483.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0483.rate of 0.0 thru 1.0 mm/km.
 HP0483
 HP0483.The geoid height was determined by GEOID03.
 HP0483
 HP0483.The dynamic height is computed by dividing the NAVD 88
 HP0483.geopotential number by the normal gravity value computed on the
 HP0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0483.degrees latitude (g = 980.6199 gals.).
 HP0483
 HP0483.The modeled gravity was interpolated from observed gravity values.
 HP0483
 HP0483;                    North         East    Units  Estimated Accuracy
 HP0483;SPC NV E     - 8,326,930.      326,760.      MT  (+/- 180 meters Scaled)
 HP0483
 HP0483                          SUPERSEDED SURVEY CONTROL
 HP0483
 HP0483.No superseded survey control is available for this station.
 HP0483
 HP0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB516750(NAD 83)
 HP0483_MARKER: DB = BENCH MARK DISK
 HP0483_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0483_SP_SET: COPPER-CLAD STEEL ROD
 HP0483_STAMPING: 223 DOR 1971 5974
 HP0483_MARK LOGO: USGS  
 HP0483_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0483+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0483
 HP0483  HISTORY     - Date     Condition        Report By
 HP0483  HISTORY     - 1971     MONUMENTED       USGS
 HP0483
 HP0483                          STATION DESCRIPTION
 HP0483
 HP0483'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0483'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 9.3 MILES EAST ALONG
 HP0483'STATE HIGHWAY 25 TO A T-ROAD SOUTH, THENCE 8.4 MILES SOUTH AND
 HP0483'SOUTHEAST ALONG STATE HIGHWAY 75, TO THE TOP OF A RISE, 50 FEET
 HP0483'EAST-SOUTHEAST AND 3 FEET HIGHER THAN THE ROAD, 2 FEET WEST OF A
 HP0483'WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY
 HP0483'A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0484 ***********************************************************************
 HP0484  DESIGNATION -  224 DOR
 HP0484  PID         -  HP0484
 HP0484  STATE/COUNTY-  NV/LINCOLN
 HP0484  USGS QUAD   -  DOW MOUNTAIN (1972)
 HP0484
 HP0484                         *CURRENT SURVEY CONTROL
 HP0484  ___________________________________________________________________
 HP0484* NAD 83(1986)-  37 40 31.     (N)    114 08 14.     (W)     SCALED    
 HP0484* NAVD 88     -      1827.435  (meters)    5995.51   (feet)  POSTED    
 HP0484  ___________________________________________________________________
 HP0484  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 HP0484  DYNAMIC HT  -        1825.320 (meters)    5988.57  (feet)  COMP
 HP0484  MODELED GRAV-     979,405.4   (mgal)                       NAVD 88
 HP0484
 HP0484  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0484
 HP0484.The horizontal coordinates were scaled from a topographic map and have
 HP0484.an estimated accuracy of +/- 6 seconds.
 HP0484
 HP0484.The orthometric height was determined by differential leveling
 HP0484.and adjusted by the National Geodetic Survey in 1992..
 HP0484.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0484.rate of 0.0 thru 1.0 mm/km.
 HP0484
 HP0484.The geoid height was determined by GEOID03.
 HP0484
 HP0484.The dynamic height is computed by dividing the NAVD 88
 HP0484.geopotential number by the normal gravity value computed on the
 HP0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0484.degrees latitude (g = 980.6199 gals.).
 HP0484
 HP0484.The modeled gravity was interpolated from observed gravity values.
 HP0484
 HP0484;                    North         East    Units  Estimated Accuracy
 HP0484;SPC NV E     - 8,325,550.      327,560.      MT  (+/- 180 meters Scaled)
 HP0484
 HP0484                          SUPERSEDED SURVEY CONTROL
 HP0484
 HP0484.No superseded survey control is available for this station.
 HP0484
 HP0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB524736(NAD 83)
 HP0484_MARKER: DB = BENCH MARK DISK
 HP0484_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0484_SP_SET: COPPER-CLAD STEEL ROD
 HP0484_STAMPING: 224 DOR 1971 5991
 HP0484_MARK LOGO: USGS  
 HP0484_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0484+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0484
 HP0484  HISTORY     - Date     Condition        Report By
 HP0484  HISTORY     - 1971     MONUMENTED       USGS
 HP0484
 HP0484                          STATION DESCRIPTION
 HP0484
 HP0484'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0484'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 9.3 MILES EAST ALONG
 HP0484'STATE HIGHWAY 25 TO A T-ROAD SOUTH, THENCE 9.4 MILES SOUTH AND
 HP0484'SOUTHEAST ALONG STATE HIGHWAY 75, TO THE TOP OF A RISE, 0.3 MILES
 HP0484'NORTH-NORTHWEST OF A Y-ROAD LEADING NORTH TO UVADA, 38 FEET
 HP0484'WEST-SOUTHWEST OF THE ROAD, 2 FEET EAST OF A WITNESS, ON A 5/8 INCH
 HP0484'COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE AND
 HP0484'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0485 ***********************************************************************
 HP0485  DESIGNATION -  225 DOR
 HP0485  PID         -  HP0485
 HP0485  STATE/COUNTY-  NV/LINCOLN
 HP0485  USGS QUAD   -  DOW MOUNTAIN (1972)
 HP0485
 HP0485                         *CURRENT SURVEY CONTROL
 HP0485  ___________________________________________________________________
 HP0485* NAD 83(1986)-  37 39 50.     (N)    114 07 34.     (W)     SCALED    
 HP0485* NAVD 88     -      1824.144  (meters)    5984.71   (feet)  POSTED    
 HP0485  ___________________________________________________________________
 HP0485  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 HP0485  DYNAMIC HT  -        1822.020 (meters)    5977.74  (feet)  COMP
 HP0485  MODELED GRAV-     979,401.7   (mgal)                       NAVD 88
 HP0485
 HP0485  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0485
 HP0485.The horizontal coordinates were scaled from a topographic map and have
 HP0485.an estimated accuracy of +/- 6 seconds.
 HP0485
 HP0485.The orthometric height was determined by differential leveling
 HP0485.and adjusted by the National Geodetic Survey in 1992..
 HP0485.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0485.rate of 0.0 thru 1.0 mm/km.
 HP0485
 HP0485.The geoid height was determined by GEOID03.
 HP0485
 HP0485.The dynamic height is computed by dividing the NAVD 88
 HP0485.geopotential number by the normal gravity value computed on the
 HP0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0485.degrees latitude (g = 980.6199 gals.).
 HP0485
 HP0485.The modeled gravity was interpolated from observed gravity values.
 HP0485
 HP0485;                    North         East    Units  Estimated Accuracy
 HP0485;SPC NV E     - 8,324,300.      328,560.      MT  (+/- 180 meters Scaled)
 HP0485
 HP0485                          SUPERSEDED SURVEY CONTROL
 HP0485
 HP0485.No superseded survey control is available for this station.
 HP0485
 HP0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB534724(NAD 83)
 HP0485_MARKER: DB = BENCH MARK DISK
 HP0485_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0485_SP_SET: COPPER-CLAD STEEL ROD
 HP0485_STAMPING: 225 DOR 1971 5981
 HP0485_MARK LOGO: USGS  
 HP0485_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0485+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0485
 HP0485  HISTORY     - Date     Condition        Report By
 HP0485  HISTORY     - 1971     MONUMENTED       USGS
 HP0485
 HP0485                          STATION DESCRIPTION
 HP0485
 HP0485'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0485'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 9.3 MILES EAST ALONG
 HP0485'STATE HIGHWAY 25 TO A T-ROAD SOUTH, THENCE 10.4 MILES SOUTH AND
 HP0485'SOUTHEAST ALONG STATE HIGHWAY 75 OR 25.1 MILES WEST OF ENTERPRISE
 HP0485'POST OFFICE, AT A RAILROAD CROSSING NEAR CRESTLINE, 0.08 MILES
 HP0485'SOUTH-SOUTHEAST OF MILEPOST 494, 112 FEET WEST-SOUTHWEST AND 3 FEET
 HP0485'LOWER THAN THE MAIN TRACK AT THE ROAD CROSSING, 10 FEET
 HP0485'SOUTH-SOUTHEAST OF A TELEPHONE POLE 9 FEET EAST-SOUTHEAST OF A FENCE,
 HP0485'2 FEET EAST OF A WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO
 HP0485'REFUSAL ENCASED BY A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0486 ***********************************************************************
 HP0486  DESIGNATION -  226 DOR
 HP0486  PID         -  HP0486
 HP0486  STATE/COUNTY-  NV/LINCOLN
 HP0486  USGS QUAD   -  UVADA (1972)
 HP0486
 HP0486                         *CURRENT SURVEY CONTROL
 HP0486  ___________________________________________________________________
 HP0486* NAD 83(1986)-  37 39 28.     (N)    114 06 38.     (W)     SCALED    
 HP0486* NAVD 88     -      1825.696  (meters)    5989.80   (feet)  POSTED    
 HP0486  ___________________________________________________________________
 HP0486  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 HP0486  DYNAMIC HT  -        1823.570 (meters)    5982.83  (feet)  COMP
 HP0486  MODELED GRAV-     979,401.7   (mgal)                       NAVD 88
 HP0486
 HP0486  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0486
 HP0486.The horizontal coordinates were scaled from a topographic map and have
 HP0486.an estimated accuracy of +/- 6 seconds.
 HP0486
 HP0486.The orthometric height was determined by differential leveling
 HP0486.and adjusted by the National Geodetic Survey in 1992..
 HP0486.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0486.rate of 0.0 thru 1.0 mm/km.
 HP0486
 HP0486.The geoid height was determined by GEOID03.
 HP0486
 HP0486.The dynamic height is computed by dividing the NAVD 88
 HP0486.geopotential number by the normal gravity value computed on the
 HP0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0486.degrees latitude (g = 980.6199 gals.).
 HP0486
 HP0486.The modeled gravity was interpolated from observed gravity values.
 HP0486
 HP0486;                    North         East    Units  Estimated Accuracy
 HP0486;SPC NV E     - 8,323,640.      329,950.      MT  (+/- 180 meters Scaled)
 HP0486
 HP0486                          SUPERSEDED SURVEY CONTROL
 HP0486
 HP0486.No superseded survey control is available for this station.
 HP0486
 HP0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB548717(NAD 83)
 HP0486_MARKER: DB = BENCH MARK DISK
 HP0486_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0486_SP_SET: COPPER-CLAD STEEL ROD
 HP0486_STAMPING: 226 DOR 1971 5986
 HP0486_MARK LOGO: USGS  
 HP0486_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0486+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0486
 HP0486  HISTORY     - Date     Condition        Report By
 HP0486  HISTORY     - 1971     MONUMENTED       USGS
 HP0486
 HP0486                          STATION DESCRIPTION
 HP0486
 HP0486'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0486'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 24.1 MILES WEST
 HP0486'ALONG STATE HIGHWAY 75 TO A SMALL BORROW PIT, 75 FEET SOUTHEAST OF
 HP0486'THE SOUTEHAST EDGE OF THE BORROW PIT, 60 FEET NORTHEAST AND 2 FEET
 HP0486'HIGHER THAN THE ROAD, 2 FEET SOUTHWEST OF A WITNESS, ON A 5/8 INCH
 HP0486'COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY A FIBER PIPE AND
 HP0486'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0487 ***********************************************************************
 HP0487  DESIGNATION -  227 DOR
 HP0487  PID         -  HP0487
 HP0487  STATE/COUNTY-  NV/LINCOLN
 HP0487  USGS QUAD   -  UVADA (1972)
 HP0487
 HP0487                         *CURRENT SURVEY CONTROL
 HP0487  ___________________________________________________________________
 HP0487* NAD 83(1986)-  37 39 06.     (N)    114 05 38.     (W)     SCALED    
 HP0487* NAVD 88     -      1839.967  (meters)    6036.63   (feet)  POSTED    
 HP0487  ___________________________________________________________________
 HP0487  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 HP0487  DYNAMIC HT  -        1837.830 (meters)    6029.61  (feet)  COMP
 HP0487  MODELED GRAV-     979,400.5   (mgal)                       NAVD 88
 HP0487
 HP0487  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0487
 HP0487.The horizontal coordinates were scaled from a topographic map and have
 HP0487.an estimated accuracy of +/- 6 seconds.
 HP0487
 HP0487.The orthometric height was determined by differential leveling
 HP0487.and adjusted by the National Geodetic Survey in 1992..
 HP0487.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0487.rate of 0.0 thru 1.0 mm/km.
 HP0487
 HP0487.The geoid height was determined by GEOID03.
 HP0487
 HP0487.The dynamic height is computed by dividing the NAVD 88
 HP0487.geopotential number by the normal gravity value computed on the
 HP0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0487.degrees latitude (g = 980.6199 gals.).
 HP0487
 HP0487.The modeled gravity was interpolated from observed gravity values.
 HP0487
 HP0487;                    North         East    Units  Estimated Accuracy
 HP0487;SPC NV E     - 8,322,990.      331,430.      MT  (+/- 180 meters Scaled)
 HP0487
 HP0487                          SUPERSEDED SURVEY CONTROL
 HP0487
 HP0487.No superseded survey control is available for this station.
 HP0487
 HP0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB563711(NAD 83)
 HP0487_MARKER: DD = SURVEY DISK
 HP0487_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0487_SP_SET: COPPER-CLAD STEEL ROD
 HP0487_STAMPING: 227 DOR 1971 6033
 HP0487_MARK LOGO: USGS  
 HP0487_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0487+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0487
 HP0487  HISTORY     - Date     Condition        Report By
 HP0487  HISTORY     - 1971     MONUMENTED       USGS
 HP0487
 HP0487                          STATION DESCRIPTION
 HP0487
 HP0487'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0487'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 23.1 MILES WEST
 HP0487'ALONG STATE HIGHWAY 75, 0.1 MILE NORTH OF A T-ROAD SOUTHWEST, 150
 HP0487'FEET EAST AND 17 FEET HIGHER THAN THE ROAD, 2 FEET EAST OF A WITNESS,
 HP0487'ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY A FIBER
 HP0487'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0488 ***********************************************************************
 HP0488  DESIGNATION -  228 DOR
 HP0488  PID         -  HP0488
 HP0488  STATE/COUNTY-  NV/LINCOLN
 HP0488  USGS QUAD   -  UVADA (1972)
 HP0488
 HP0488                         *CURRENT SURVEY CONTROL
 HP0488  ___________________________________________________________________
 HP0488* NAD 83(1986)-  37 38 31.     (N)    114 04 50.     (W)     SCALED    
 HP0488* NAVD 88     -      1840.422  (meters)    6038.12   (feet)  POSTED    
 HP0488  ___________________________________________________________________
 HP0488  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 HP0488  DYNAMIC HT  -        1838.270 (meters)    6031.06  (feet)  COMP
 HP0488  MODELED GRAV-     979,396.3   (mgal)                       NAVD 88
 HP0488
 HP0488  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0488
 HP0488.The horizontal coordinates were scaled from a topographic map and have
 HP0488.an estimated accuracy of +/- 6 seconds.
 HP0488
 HP0488.The orthometric height was determined by differential leveling
 HP0488.and adjusted by the National Geodetic Survey in 1992..
 HP0488.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0488.rate of 0.0 thru 1.0 mm/km.
 HP0488
 HP0488.The geoid height was determined by GEOID03.
 HP0488
 HP0488.The dynamic height is computed by dividing the NAVD 88
 HP0488.geopotential number by the normal gravity value computed on the
 HP0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0488.degrees latitude (g = 980.6199 gals.).
 HP0488
 HP0488.The modeled gravity was interpolated from observed gravity values.
 HP0488
 HP0488;                    North         East    Units  Estimated Accuracy
 HP0488;SPC NV E     - 8,321,930.      332,620.      MT  (+/- 180 meters Scaled)
 HP0488
 HP0488                          SUPERSEDED SURVEY CONTROL
 HP0488
 HP0488.No superseded survey control is available for this station.
 HP0488
 HP0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB575700(NAD 83)
 HP0488_MARKER: DD = SURVEY DISK
 HP0488_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0488_SP_SET: COPPER-CLAD STEEL ROD
 HP0488_STAMPING: 228 DOR 1971 6034
 HP0488_MARK LOGO: USGS  
 HP0488_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0488+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0488
 HP0488  HISTORY     - Date     Condition        Report By
 HP0488  HISTORY     - 1971     MONUMENTED       USGS
 HP0488
 HP0488                          STATION DESCRIPTION
 HP0488
 HP0488'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0488'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 22.1 MILES WEST
 HP0488'ALONG STATE HIGHWAY 75, TO THE TOP OF A SLIGHT RISE, 50 FEET
 HP0488'EAST-NORTHEAST AND 2 FEET HIGHER THAN THE ROAD, 2 FEET WEST OF A
 HP0488'WITNESS, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY
 HP0488'A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0489 ***********************************************************************
 HP0489  DESIGNATION -  229 DOR
 HP0489  PID         -  HP0489
 HP0489  STATE/COUNTY-  NV/LINCOLN
 HP0489  USGS QUAD   -  UVADA (1972)
 HP0489
 HP0489                         *CURRENT SURVEY CONTROL
 HP0489  ___________________________________________________________________
 HP0489* NAD 83(1986)-  37 38 04.     (N)    114 03 59.     (W)     SCALED    
 HP0489* NAVD 88     -      1847.627  (meters)    6061.76   (feet)  POSTED    
 HP0489  ___________________________________________________________________
 HP0489  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 HP0489  DYNAMIC HT  -        1845.460 (meters)    6054.65  (feet)  COMP
 HP0489  MODELED GRAV-     979,391.8   (mgal)                       NAVD 88
 HP0489
 HP0489  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0489
 HP0489.The horizontal coordinates were scaled from a topographic map and have
 HP0489.an estimated accuracy of +/- 6 seconds.
 HP0489
 HP0489.The orthometric height was determined by differential leveling
 HP0489.and adjusted by the National Geodetic Survey in 1992..
 HP0489.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0489.rate of 0.0 thru 1.0 mm/km.
 HP0489
 HP0489.The geoid height was determined by GEOID03.
 HP0489
 HP0489.The dynamic height is computed by dividing the NAVD 88
 HP0489.geopotential number by the normal gravity value computed on the
 HP0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0489.degrees latitude (g = 980.6199 gals.).
 HP0489
 HP0489.The modeled gravity was interpolated from observed gravity values.
 HP0489
 HP0489;                    North         East    Units  Estimated Accuracy
 HP0489;SPC NV E     - 8,321,120.      333,890.      MT  (+/- 180 meters Scaled)
 HP0489
 HP0489                          SUPERSEDED SURVEY CONTROL
 HP0489
 HP0489.No superseded survey control is available for this station.
 HP0489
 HP0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB588693(NAD 83)
 HP0489_MARKER: DD = SURVEY DISK
 HP0489_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0489_SP_SET: COPPER-CLAD STEEL ROD
 HP0489_STAMPING: 229 DOR 1971 6058
 HP0489_MARK LOGO: USGS  
 HP0489_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0489+SATELLITE: SATELLITE OBSERVATIONS - 1971
 HP0489
 HP0489  HISTORY     - Date     Condition        Report By
 HP0489  HISTORY     - 1971     MONUMENTED       USGS
 HP0489
 HP0489                          STATION DESCRIPTION
 HP0489
 HP0489'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0489'FROM THE POST OFFICE IN ENTERPRISE, UTAH, PROCEED 21.1 MILES WEST
 HP0489'ALONG STATE HIGHWAY 75, 0.1 MILE EAST OF A STOCK TANK DIKE, 80 FEET
 HP0489'NORTHEAST OF THE ROAD, 60 FEET NORTHEAST OF THE NORTHEAST END OF A
 HP0489'24-INCH CORRUGATED METAL PIPE CULVERT, 2 FEET SOUTHWEST OF A WITNESS,
 HP0489'ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY A FIBER
 HP0489'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1135 ***********************************************************************
 KR1135  DESIGNATION -  229 E
 KR1135  PID         -  KR1135
 KR1135  STATE/COUNTY-  NV/WASHOE
 KR1135  USGS QUAD   -  MT ROSE NW (1993)
 KR1135
 KR1135                         *CURRENT SURVEY CONTROL
 KR1135  ___________________________________________________________________
 KR1135* NAD 83(1986)-  39 28 55.     (N)    119 59 36.     (W)     SCALED    
 KR1135* NAVD 88     -      1520.571  (meters)    4988.74   (feet)  ADJUSTED  
 KR1135  ___________________________________________________________________
 KR1135  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 KR1135  DYNAMIC HT  -        1519.124 (meters)    4983.99  (feet)  COMP
 KR1135  MODELED GRAV-     979,622.7   (mgal)                       NAVD 88
 KR1135
 KR1135  VERT ORDER  -  FIRST     CLASS I
 KR1135
 KR1135.The horizontal coordinates were scaled from a topographic map and have
 KR1135.an estimated accuracy of +/- 6 seconds.
 KR1135
 KR1135.The orthometric height was determined by differential leveling
 KR1135.and adjusted by the National Geodetic Survey in June 1991..
 KR1135
 KR1135.The geoid height was determined by GEOID03.
 KR1135
 KR1135.The dynamic height is computed by dividing the NAVD 88
 KR1135.geopotential number by the normal gravity value computed on the
 KR1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1135.degrees latitude (g = 980.6199 gals.).
 KR1135
 KR1135.The modeled gravity was interpolated from observed gravity values.
 KR1135
 KR1135;                    North         East    Units  Estimated Accuracy
 KR1135;SPC NV W     - 4,526,050.      678,700.      MT  (+/- 180 meters Scaled)
 KR1135
 KR1135                          SUPERSEDED SURVEY CONTROL
 KR1135
 KR1135  NGVD 29 (??/??/92) 1519.403  (m)         4984.91   (f) ADJ UNCH    1 1
 KR1135
 KR1135.Superseded values are not recommended for survey control.
 KR1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1135.See file dsdata.txt to determine how the superseded data were derived.
 KR1135
 KR1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD425745(NAD 83)
 KR1135_MARKER: B = BOLT
 KR1135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1135_SP_SET: ABUTMENT
 KR1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1135
 KR1135  HISTORY     - Date     Condition        Report By
 KR1135  HISTORY     - UNK      MONUMENTED       SPRR
 KR1135  HISTORY     - 1969     GOOD             NGS
 KR1135
 KR1135                          STATION DESCRIPTION
 KR1135
 KR1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1135'2.65 MI S FROM VERDI.
 KR1135'2.65 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1135'CROSSING OF BRIDGE STREET AT VERDI, 10 POLES SOUTHWEST OF MILEPOLE
 KR1135'230, IN THE TOP AND 0.8 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 KR1135'SOUTHWEST CONCRETE ABUTMENT OF THE WESTBOUND TRACK STEEL TRUSS BRIDGE
 KR1135'OVER TRUCKEE RIVER, 4.7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 KR1135'WESTBOUND TRACK, AND ABOUT LEVEL WITH THE TRACK.  SEC 30, T 19N, R
 KR1135'18E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0229 ***********************************************************************
 JR0229  DESIGNATION -  23
 JR0229  PID         -  JR0229
 JR0229  STATE/COUNTY-  NV/MINERAL
 JR0229  USGS QUAD   -  BASALT (1982)
 JR0229
 JR0229                         *CURRENT SURVEY CONTROL
 JR0229  ___________________________________________________________________
 JR0229* NAD 83(1986)-  38 05 02.     (N)    118 16 56.     (W)     SCALED    
 JR0229* NAVD 88     -      1748.626  (meters)    5736.95   (feet)  ADJUSTED  
 JR0229  ___________________________________________________________________
 JR0229  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 JR0229  DYNAMIC HT  -        1746.661 (meters)    5730.50  (feet)  COMP
 JR0229  MODELED GRAV-     979,443.8   (mgal)                       NAVD 88
 JR0229
 JR0229  VERT ORDER  -  FIRST     CLASS II
 JR0229
 JR0229.The horizontal coordinates were scaled from a topographic map and have
 JR0229.an estimated accuracy of +/- 6 seconds.
 JR0229
 JR0229.The orthometric height was determined by differential leveling
 JR0229.and adjusted by the National Geodetic Survey in June 1991..
 JR0229
 JR0229.The geoid height was determined by GEOID03.
 JR0229
 JR0229.The dynamic height is computed by dividing the NAVD 88
 JR0229.geopotential number by the normal gravity value computed on the
 JR0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0229.degrees latitude (g = 980.6199 gals.).
 JR0229
 JR0229.The modeled gravity was interpolated from observed gravity values.
 JR0229
 JR0229;                    North         East    Units  Estimated Accuracy
 JR0229;SPC NV W     - 4,369,960.      826,420.      MT  (+/- 180 meters Scaled)
 JR0229
 JR0229                          SUPERSEDED SURVEY CONTROL
 JR0229
 JR0229  NGVD 29 (??/??/92) 1747.357  (m)         5732.79   (f) ADJ UNCH    1 2
 JR0229
 JR0229.Superseded values are not recommended for survey control.
 JR0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0229.See file dsdata.txt to determine how the superseded data were derived.
 JR0229
 JR0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC875158(NAD 83)
 JR0229_MARKER: DD = SURVEY DISK
 JR0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0229_SP_SET: CONCRETE POST
 JR0229_STAMPING: 23 S-662-1 M1-10
 JR0229_MARK LOGO: NVDH  
 JR0229_PROJECTION: PROJECTING 5 CENTIMETERS
 JR0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0229+STABILITY: SURFACE MOTION
 JR0229
 JR0229  HISTORY     - Date     Condition        Report By
 JR0229  HISTORY     - UNK      MONUMENTED       NVDH
 JR0229  HISTORY     - 1955     GOOD             NGS
 JR0229  HISTORY     - 19840420 GOOD             USPSQD
 JR0229  HISTORY     - 1986     GOOD             NGS
 JR0229
 JR0229                          STATION DESCRIPTION
 JR0229
 JR0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0229'5.8 MI N FROM BASALT.
 JR0229'5.8 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0229'HIGHWAY 6 AT BASALT, 322 FEET SOUTHEAST OF THE CENTER OF THE
 JR0229'EAST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT, 134.7 FEET
 JR0229'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6.1 FEET SOUTHWEST
 JR0229'OF A 2-INCH BLACK-AND-WHITE PAINTED IRON PIPE WHICH IS ENCASED
 JR0229'IN CONCRETE AND PROJECTS 3.0 FEET ABOVE THE GROUND, 1.6 FEET
 JR0229'SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY,
 JR0229'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 JR0229'THE GROUND.
 JR0229
 JR0229                          STATION RECOVERY (1984)
 JR0229
 JR0229'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEB)
 JR0229'RECOVERED IN GOOD CONDITION.
 JR0229
 JR0229                          STATION RECOVERY (1986)
 JR0229
 JR0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0229'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0229'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 JR0229'MONTGOMERY, THENCE 8.5 KM (5.3 MI) NORTH ALONG STATE HIGHWAY 360,
 JR0229'0.48 KM (0.30 MI) NORTH OF MILEPOST 5, AT THE NORTH END OF A HIGHWAY
 JR0229'CURVE, 41.0 METERS (134.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 JR0229'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 JR0229'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0739 ***********************************************************************
 HQ0739  DESIGNATION -  23 01
 HQ0739  PID         -  HQ0739
 HQ0739  STATE/COUNTY-  NV/NYE
 HQ0739  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0739
 HQ0739                         *CURRENT SURVEY CONTROL
 HQ0739  ___________________________________________________________________
 HQ0739* NAD 83(1986)-  37 49 55.     (N)    116 43 37.     (W)     SCALED    
 HQ0739* NAVD 88     -      1626.738  (meters)    5337.06   (feet)  ADJUSTED  
 HQ0739  ___________________________________________________________________
 HQ0739  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0739  DYNAMIC HT  -        1624.919 (meters)    5331.09  (feet)  COMP
 HQ0739  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0739
 HQ0739  VERT ORDER  -  FIRST     CLASS II
 HQ0739
 HQ0739.The horizontal coordinates were scaled from a topographic map and have
 HQ0739.an estimated accuracy of +/- 6 seconds.
 HQ0739
 HQ0739.The orthometric height was determined by differential leveling
 HQ0739.and adjusted by the National Geodetic Survey in June 1991..
 HQ0739
 HQ0739.The geoid height was determined by GEOID03.
 HQ0739
 HQ0739.The dynamic height is computed by dividing the NAVD 88
 HQ0739.geopotential number by the normal gravity value computed on the
 HQ0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0739.degrees latitude (g = 980.6199 gals.).
 HQ0739
 HQ0739.The modeled gravity was interpolated from observed gravity values.
 HQ0739
 HQ0739;                    North         East    Units  Estimated Accuracy
 HQ0739;SPC NV C     - 6,341,950.      494,690.      MT  (+/- 180 meters Scaled)
 HQ0739
 HQ0739                          SUPERSEDED SURVEY CONTROL
 HQ0739
 HQ0739.No superseded survey control is available for this station.
 HQ0739
 HQ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB240872(NAD 83)
 HQ0739_MARKER: Z = SEE DESCRIPTION
 HQ0739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0739_SP_SET: PEDESTAL
 HQ0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0739
 HQ0739  HISTORY     - Date     Condition        Report By
 HQ0739  HISTORY     - UNK      MONUMENTED       CGS
 HQ0739  HISTORY     - 1968     GOOD             NGS
 HQ0739
 HQ0739                          STATION DESCRIPTION
 HQ0739
 HQ0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0739'AT TONOPAH TEST RANGE.
 HQ0739'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0739'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0739'RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH GUARD GATE,
 HQ0739'WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA, IN CAMERA
 HQ0739'BUILDING 23-01.  MARK IS A PUNCH HOLE IN A BRASS PLUG SET IN
 HQ0739'THE CONCRETE PEDESTAL OF WHICH THE CAMERA SETS ON, AND PLUMB
 HQ0739'BENEATH THE OPTICS OF THE CAMERA.  NOTE-- A TRAVERSE CONNECTION
 HQ0739'WAS MADE TO TRIANGULATION STATION HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0740 ***********************************************************************
 HQ0740  DESIGNATION -  23 01 OPTICS
 HQ0740  PID         -  HQ0740
 HQ0740  STATE/COUNTY-  NV/NYE
 HQ0740  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0740
 HQ0740                         *CURRENT SURVEY CONTROL
 HQ0740  ___________________________________________________________________
 HQ0740* NAD 83(1986)-  37 49 55.     (N)    116 43 37.     (W)     SCALED    
 HQ0740* NAVD 88     -      1627.639  (meters)    5340.01   (feet)  ADJUSTED  
 HQ0740  ___________________________________________________________________
 HQ0740  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0740  DYNAMIC HT  -        1625.819 (meters)    5334.04  (feet)  COMP
 HQ0740  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0740
 HQ0740  VERT ORDER  -  FIRST     CLASS II
 HQ0740
 HQ0740.The horizontal coordinates were scaled from a topographic map and have
 HQ0740.an estimated accuracy of +/- 6 seconds.
 HQ0740
 HQ0740.The orthometric height was determined by differential leveling
 HQ0740.and adjusted by the National Geodetic Survey in June 1991..
 HQ0740
 HQ0740.The geoid height was determined by GEOID03.
 HQ0740
 HQ0740.The dynamic height is computed by dividing the NAVD 88
 HQ0740.geopotential number by the normal gravity value computed on the
 HQ0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0740.degrees latitude (g = 980.6199 gals.).
 HQ0740
 HQ0740.The modeled gravity was interpolated from observed gravity values.
 HQ0740
 HQ0740;                    North         East    Units  Estimated Accuracy
 HQ0740;SPC NV C     - 6,341,950.      494,690.      MT  (+/- 180 meters Scaled)
 HQ0740
 HQ0740                          SUPERSEDED SURVEY CONTROL
 HQ0740
 HQ0740.No superseded survey control is available for this station.
 HQ0740
 HQ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB240872(NAD 83)
 HQ0740_MARKER: Z = SEE DESCRIPTION
 HQ0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0740_SP_SET: PEDESTAL
 HQ0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0740
 HQ0740  HISTORY     - Date     Condition        Report By
 HQ0740  HISTORY     - UNK      MONUMENTED       CGS
 HQ0740  HISTORY     - 1968     GOOD             NGS
 HQ0740
 HQ0740                          STATION DESCRIPTION
 HQ0740
 HQ0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0740'AT TONOPAH TEST RANGE.
 HQ0740'A BRASS PLUG IN THE TOP OF THE CONCRETE PEDESTAL SUPPORTING
 HQ0740'THE CZR 23-01 CAMERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0734 ***********************************************************************
 HQ0734  DESIGNATION -  23 02
 HQ0734  PID         -  HQ0734
 HQ0734  STATE/COUNTY-  NV/NYE
 HQ0734  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0734
 HQ0734                         *CURRENT SURVEY CONTROL
 HQ0734  ___________________________________________________________________
 HQ0734* NAD 83(1986)-  37 49 55.     (N)    116 43 37.     (W)     SCALED    
 HQ0734* NAVD 88     -      1627.651  (meters)    5340.05   (feet)  ADJUSTED  
 HQ0734  ___________________________________________________________________
 HQ0734  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0734  DYNAMIC HT  -        1625.832 (meters)    5334.08  (feet)  COMP
 HQ0734  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0734
 HQ0734  VERT ORDER  -  FIRST     CLASS II
 HQ0734
 HQ0734.The horizontal coordinates were scaled from a topographic map and have
 HQ0734.an estimated accuracy of +/- 6 seconds.
 HQ0734
 HQ0734.The orthometric height was determined by differential leveling
 HQ0734.and adjusted by the National Geodetic Survey in June 1991..
 HQ0734
 HQ0734.The geoid height was determined by GEOID03.
 HQ0734
 HQ0734.The dynamic height is computed by dividing the NAVD 88
 HQ0734.geopotential number by the normal gravity value computed on the
 HQ0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0734.degrees latitude (g = 980.6199 gals.).
 HQ0734
 HQ0734.The modeled gravity was interpolated from observed gravity values.
 HQ0734
 HQ0734;                    North         East    Units  Estimated Accuracy
 HQ0734;SPC NV C     - 6,341,950.      494,690.      MT  (+/- 180 meters Scaled)
 HQ0734
 HQ0734                          SUPERSEDED SURVEY CONTROL
 HQ0734
 HQ0734.No superseded survey control is available for this station.
 HQ0734
 HQ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB240872(NAD 83)
 HQ0734_MARKER: Z = SEE DESCRIPTION
 HQ0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0734_SP_SET: PEDESTAL
 HQ0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0734
 HQ0734  HISTORY     - Date     Condition        Report By
 HQ0734  HISTORY     - UNK      MONUMENTED       CGS
 HQ0734  HISTORY     - 1968     GOOD             NGS
 HQ0734
 HQ0734                          STATION DESCRIPTION
 HQ0734
 HQ0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0734'AT TONOPAH TEST RANGE.
 HQ0734'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0734'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0734'RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH GUARD GATE,
 HQ0734'WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA, IN CAMERA
 HQ0734'BUILDING 23-02.  MARK IS A PUNCH HOLE IN A BRASS PLUG SET ON
 HQ0734'THE CONCRETE PEDESTAL OF WHICH THE CAMERA SETS ON, AND PLUMB
 HQ0734'BENEATH THE OPTICS OF THE CAMERA.  NOTE-- A TRAVERSE CONNECTION
 HQ0734'WAS MADE TO TRIANGULATION STATION HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0735 ***********************************************************************
 HQ0735  DESIGNATION -  23 02 OPTICS
 HQ0735  PID         -  HQ0735
 HQ0735  STATE/COUNTY-  NV/NYE
 HQ0735  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0735
 HQ0735                         *CURRENT SURVEY CONTROL
 HQ0735  ___________________________________________________________________
 HQ0735* NAD 83(1986)-  37 49 55.     (N)    116 43 37.     (W)     SCALED    
 HQ0735* NAVD 88     -      1628.554  (meters)    5343.01   (feet)  ADJUSTED  
 HQ0735  ___________________________________________________________________
 HQ0735  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0735  DYNAMIC HT  -        1626.734 (meters)    5337.04  (feet)  COMP
 HQ0735  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0735
 HQ0735  VERT ORDER  -  FIRST     CLASS II
 HQ0735
 HQ0735.The horizontal coordinates were scaled from a topographic map and have
 HQ0735.an estimated accuracy of +/- 6 seconds.
 HQ0735
 HQ0735.The orthometric height was determined by differential leveling
 HQ0735.and adjusted by the National Geodetic Survey in June 1991..
 HQ0735
 HQ0735.The geoid height was determined by GEOID03.
 HQ0735
 HQ0735.The dynamic height is computed by dividing the NAVD 88
 HQ0735.geopotential number by the normal gravity value computed on the
 HQ0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0735.degrees latitude (g = 980.6199 gals.).
 HQ0735
 HQ0735.The modeled gravity was interpolated from observed gravity values.
 HQ0735
 HQ0735;                    North         East    Units  Estimated Accuracy
 HQ0735;SPC NV C     - 6,341,950.      494,690.      MT  (+/- 180 meters Scaled)
 HQ0735
 HQ0735                          SUPERSEDED SURVEY CONTROL
 HQ0735
 HQ0735.No superseded survey control is available for this station.
 HQ0735
 HQ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB240872(NAD 83)
 HQ0735_MARKER: Z = SEE DESCRIPTION
 HQ0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0735_SP_SET: PEDESTAL
 HQ0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0735
 HQ0735  HISTORY     - Date     Condition        Report By
 HQ0735  HISTORY     - UNK      MONUMENTED       CGS
 HQ0735  HISTORY     - 1968     GOOD             NGS
 HQ0735
 HQ0735                          STATION DESCRIPTION
 HQ0735
 HQ0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0735'AT TONOPAH TEST RANGE.
 HQ0735'A BRASS PLUG IN THE TOP OF THE CONCRETE PEDESTAL SUPPORTING
 HQ0735'THE CZR 23-02 CAMERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0732 ***********************************************************************
 HQ0732  DESIGNATION -  23 03
 HQ0732  PID         -  HQ0732
 HQ0732  STATE/COUNTY-  NV/NYE
 HQ0732  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0732
 HQ0732                         *CURRENT SURVEY CONTROL
 HQ0732  ___________________________________________________________________
 HQ0732* NAD 83(1986)-  37 49 55.     (N)    116 43 37.     (W)     SCALED    
 HQ0732* NAVD 88     -      1627.642  (meters)    5340.02   (feet)  ADJUSTED  
 HQ0732  ___________________________________________________________________
 HQ0732  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0732  DYNAMIC HT  -        1625.823 (meters)    5334.05  (feet)  COMP
 HQ0732  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0732
 HQ0732  VERT ORDER  -  FIRST     CLASS II
 HQ0732
 HQ0732.The horizontal coordinates were scaled from a topographic map and have
 HQ0732.an estimated accuracy of +/- 6 seconds.
 HQ0732
 HQ0732.The orthometric height was determined by differential leveling
 HQ0732.and adjusted by the National Geodetic Survey in June 1991..
 HQ0732
 HQ0732.The geoid height was determined by GEOID03.
 HQ0732
 HQ0732.The dynamic height is computed by dividing the NAVD 88
 HQ0732.geopotential number by the normal gravity value computed on the
 HQ0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0732.degrees latitude (g = 980.6199 gals.).
 HQ0732
 HQ0732.The modeled gravity was interpolated from observed gravity values.
 HQ0732
 HQ0732;                    North         East    Units  Estimated Accuracy
 HQ0732;SPC NV C     - 6,341,950.      494,690.      MT  (+/- 180 meters Scaled)
 HQ0732
 HQ0732                          SUPERSEDED SURVEY CONTROL
 HQ0732
 HQ0732.No superseded survey control is available for this station.
 HQ0732
 HQ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB240872(NAD 83)
 HQ0732_MARKER: Z = SEE DESCRIPTION
 HQ0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0732_SP_SET: PEDESTAL
 HQ0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0732
 HQ0732  HISTORY     - Date     Condition        Report By
 HQ0732  HISTORY     - UNK      MONUMENTED       CGS
 HQ0732  HISTORY     - 1968     GOOD             NGS
 HQ0732
 HQ0732                          STATION DESCRIPTION
 HQ0732
 HQ0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0732'AT TONOPAH TEST RANGE.
 HQ0732'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0732'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0732'OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH
 HQ0732'GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET
 HQ0732'AREA, IN CAMERA BUILDING 23-03.  THE STATION MARK IS A PUNCH
 HQ0732'HOLE IN A BRASS PLUG SET IN THE CONCRETE PEDESTAL OF WHICH THE
 HQ0732'CAMERA SETS ON, AND PLUMB BENEATH THE OPTICS OF THE CAMERA.
 HQ0732'NOTE-- A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0732'HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0733 ***********************************************************************
 HQ0733  DESIGNATION -  23 03 OPTICS
 HQ0733  PID         -  HQ0733
 HQ0733  STATE/COUNTY-  NV/NYE
 HQ0733  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0733
 HQ0733                         *CURRENT SURVEY CONTROL
 HQ0733  ___________________________________________________________________
 HQ0733* NAD 83(1986)-  37 49 55.     (N)    116 43 37.     (W)     SCALED    
 HQ0733* NAVD 88     -      1628.545  (meters)    5342.98   (feet)  ADJUSTED  
 HQ0733  ___________________________________________________________________
 HQ0733  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0733  DYNAMIC HT  -        1626.725 (meters)    5337.01  (feet)  COMP
 HQ0733  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0733
 HQ0733  VERT ORDER  -  FIRST     CLASS II
 HQ0733
 HQ0733.The horizontal coordinates were scaled from a topographic map and have
 HQ0733.an estimated accuracy of +/- 6 seconds.
 HQ0733
 HQ0733.The orthometric height was determined by differential leveling
 HQ0733.and adjusted by the National Geodetic Survey in June 1991..
 HQ0733
 HQ0733.The geoid height was determined by GEOID03.
 HQ0733
 HQ0733.The dynamic height is computed by dividing the NAVD 88
 HQ0733.geopotential number by the normal gravity value computed on the
 HQ0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0733.degrees latitude (g = 980.6199 gals.).
 HQ0733
 HQ0733.The modeled gravity was interpolated from observed gravity values.
 HQ0733
 HQ0733;                    North         East    Units  Estimated Accuracy
 HQ0733;SPC NV C     - 6,341,950.      494,690.      MT  (+/- 180 meters Scaled)
 HQ0733
 HQ0733                          SUPERSEDED SURVEY CONTROL
 HQ0733
 HQ0733.No superseded survey control is available for this station.
 HQ0733
 HQ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB240872(NAD 83)
 HQ0733_MARKER: Z = SEE DESCRIPTION
 HQ0733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0733_SP_SET: PEDESTAL
 HQ0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0733
 HQ0733  HISTORY     - Date     Condition        Report By
 HQ0733  HISTORY     - UNK      MONUMENTED       CGS
 HQ0733  HISTORY     - 1968     GOOD             NGS
 HQ0733
 HQ0733                          STATION DESCRIPTION
 HQ0733
 HQ0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0733'AT TONOPAH TEST RANGE.
 HQ0733'A BRASS PLUG IN THE TOP OF THE CONCRETE PEDESTAL SUPPORTING
 HQ0733'THE CZR 23-03 CAMERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0730 ***********************************************************************
 HQ0730  DESIGNATION -  23 04
 HQ0730  PID         -  HQ0730
 HQ0730  STATE/COUNTY-  NV/NYE
 HQ0730  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0730
 HQ0730                         *CURRENT SURVEY CONTROL
 HQ0730  ___________________________________________________________________
 HQ0730* NAD 83(1986)-  37 49 55.     (N)    116 43 37.     (W)     SCALED    
 HQ0730* NAVD 88     -      1627.637  (meters)    5340.01   (feet)  ADJUSTED  
 HQ0730  ___________________________________________________________________
 HQ0730  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0730  DYNAMIC HT  -        1625.818 (meters)    5334.04  (feet)  COMP
 HQ0730  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0730
 HQ0730  VERT ORDER  -  FIRST     CLASS II
 HQ0730
 HQ0730.The horizontal coordinates were scaled from a topographic map and have
 HQ0730.an estimated accuracy of +/- 6 seconds.
 HQ0730
 HQ0730.The orthometric height was determined by differential leveling
 HQ0730.and adjusted by the National Geodetic Survey in June 1991..
 HQ0730
 HQ0730.The geoid height was determined by GEOID03.
 HQ0730
 HQ0730.The dynamic height is computed by dividing the NAVD 88
 HQ0730.geopotential number by the normal gravity value computed on the
 HQ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0730.degrees latitude (g = 980.6199 gals.).
 HQ0730
 HQ0730.The modeled gravity was interpolated from observed gravity values.
 HQ0730
 HQ0730;                    North         East    Units  Estimated Accuracy
 HQ0730;SPC NV C     - 6,341,950.      494,690.      MT  (+/- 180 meters Scaled)
 HQ0730
 HQ0730                          SUPERSEDED SURVEY CONTROL
 HQ0730
 HQ0730.No superseded survey control is available for this station.
 HQ0730
 HQ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB240872(NAD 83)
 HQ0730_MARKER: Z = SEE DESCRIPTION
 HQ0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0730_SP_SET: PEDESTAL
 HQ0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0730
 HQ0730  HISTORY     - Date     Condition        Report By
 HQ0730  HISTORY     - UNK      MONUMENTED       CGS
 HQ0730  HISTORY     - 1968     GOOD             NGS
 HQ0730
 HQ0730                          STATION DESCRIPTION
 HQ0730
 HQ0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0730'AT TONOPAH TEST RANGE.
 HQ0730'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0730'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0730'OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH
 HQ0730'GUARD GATE WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA,
 HQ0730'IN CAMERA BUILDING 23-04, THE STATION MARK IS A PUNCH HOLE IN
 HQ0730'A BRASS PLUG SET IN THE CONCRETE PEDESTAL OF WHICH THE CAMERA
 HQ0730'SETS ON, AND PLUMB BENEATH THE CAMERA OPTICS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0731 ***********************************************************************
 HQ0731  DESIGNATION -  23 04 OPTICS
 HQ0731  PID         -  HQ0731
 HQ0731  STATE/COUNTY-  NV/NYE
 HQ0731  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0731
 HQ0731                         *CURRENT SURVEY CONTROL
 HQ0731  ___________________________________________________________________
 HQ0731* NAD 83(1986)-  37 49 55.     (N)    116 43 37.     (W)     SCALED    
 HQ0731* NAVD 88     -      1628.541  (meters)    5342.97   (feet)  ADJUSTED  
 HQ0731  ___________________________________________________________________
 HQ0731  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0731  DYNAMIC HT  -        1626.720 (meters)    5337.00  (feet)  COMP
 HQ0731  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0731
 HQ0731  VERT ORDER  -  FIRST     CLASS II
 HQ0731
 HQ0731.The horizontal coordinates were scaled from a topographic map and have
 HQ0731.an estimated accuracy of +/- 6 seconds.
 HQ0731
 HQ0731.The orthometric height was determined by differential leveling
 HQ0731.and adjusted by the National Geodetic Survey in June 1991..
 HQ0731
 HQ0731.The geoid height was determined by GEOID03.
 HQ0731
 HQ0731.The dynamic height is computed by dividing the NAVD 88
 HQ0731.geopotential number by the normal gravity value computed on the
 HQ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0731.degrees latitude (g = 980.6199 gals.).
 HQ0731
 HQ0731.The modeled gravity was interpolated from observed gravity values.
 HQ0731
 HQ0731;                    North         East    Units  Estimated Accuracy
 HQ0731;SPC NV C     - 6,341,950.      494,690.      MT  (+/- 180 meters Scaled)
 HQ0731
 HQ0731                          SUPERSEDED SURVEY CONTROL
 HQ0731
 HQ0731.No superseded survey control is available for this station.
 HQ0731
 HQ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB240872(NAD 83)
 HQ0731_MARKER: Z = SEE DESCRIPTION
 HQ0731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0731_SP_SET: PEDESTAL
 HQ0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0731
 HQ0731  HISTORY     - Date     Condition        Report By
 HQ0731  HISTORY     - UNK      MONUMENTED       CGS
 HQ0731  HISTORY     - 1968     GOOD             NGS
 HQ0731
 HQ0731                          STATION DESCRIPTION
 HQ0731
 HQ0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0731'AT TONOPAH TEST RANGE.
 HQ0731'A BRASS PLUG IN THE TOP OF THE CONCRETE PEDESTAL SUPPORTING
 HQ0731'THE CZR 23-04 CAMERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0727 ***********************************************************************
 HQ0727  DESIGNATION -  23 05
 HQ0727  PID         -  HQ0727
 HQ0727  STATE/COUNTY-  NV/NYE
 HQ0727  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0727
 HQ0727                         *CURRENT SURVEY CONTROL
 HQ0727  ___________________________________________________________________
 HQ0727* NAD 83(1986)-  37 49 55.     (N)    116 43 37.     (W)     SCALED    
 HQ0727* NAVD 88     -      1627.638  (meters)    5340.01   (feet)  ADJUSTED  
 HQ0727  ___________________________________________________________________
 HQ0727  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0727  DYNAMIC HT  -        1625.819 (meters)    5334.04  (feet)  COMP
 HQ0727  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0727
 HQ0727  VERT ORDER  -  FIRST     CLASS II
 HQ0727
 HQ0727.The horizontal coordinates were scaled from a topographic map and have
 HQ0727.an estimated accuracy of +/- 6 seconds.
 HQ0727
 HQ0727.The orthometric height was determined by differential leveling
 HQ0727.and adjusted by the National Geodetic Survey in June 1991..
 HQ0727
 HQ0727.The geoid height was determined by GEOID03.
 HQ0727
 HQ0727.The dynamic height is computed by dividing the NAVD 88
 HQ0727.geopotential number by the normal gravity value computed on the
 HQ0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0727.degrees latitude (g = 980.6199 gals.).
 HQ0727
 HQ0727.The modeled gravity was interpolated from observed gravity values.
 HQ0727
 HQ0727;                    North         East    Units  Estimated Accuracy
 HQ0727;SPC NV C     - 6,341,950.      494,690.      MT  (+/- 180 meters Scaled)
 HQ0727
 HQ0727                          SUPERSEDED SURVEY CONTROL
 HQ0727
 HQ0727.No superseded survey control is available for this station.
 HQ0727
 HQ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB240872(NAD 83)
 HQ0727_MARKER: Z = SEE DESCRIPTION
 HQ0727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0727_SP_SET: PEDESTAL
 HQ0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0727
 HQ0727  HISTORY     - Date     Condition        Report By
 HQ0727  HISTORY     - UNK      MONUMENTED       CGS
 HQ0727  HISTORY     - 1968     GOOD             NGS
 HQ0727
 HQ0727                          STATION DESCRIPTION
 HQ0727
 HQ0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0727'AT TONOPAH TEST RANGE.
 HQ0727'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0727'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0727'OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH
 HQ0727'GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET
 HQ0727'AREA, IN CAMERA BUILDING 23-05.  THE STATION MARK IS A PUNCH
 HQ0727'HOLE IN A BRASS PLUG SET IN THE CONCRETE PEDESTAL OF WHICH
 HQ0727'THE CAMERA.  NOTE-- A TRAVERSE CONNECTION WAS MADE TO
 HQ0727'TRIANGULATION STATION HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0728 ***********************************************************************
 HQ0728  DESIGNATION -  23 05 OPTICS
 HQ0728  PID         -  HQ0728
 HQ0728  STATE/COUNTY-  NV/NYE
 HQ0728  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0728
 HQ0728                         *CURRENT SURVEY CONTROL
 HQ0728  ___________________________________________________________________
 HQ0728* NAD 83(1986)-  37 49 55.     (N)    116 43 37.     (W)     SCALED    
 HQ0728* NAVD 88     -      1628.539  (meters)    5342.97   (feet)  ADJUSTED  
 HQ0728  ___________________________________________________________________
 HQ0728  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0728  DYNAMIC HT  -        1626.719 (meters)    5336.99  (feet)  COMP
 HQ0728  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0728
 HQ0728  VERT ORDER  -  FIRST     CLASS II
 HQ0728
 HQ0728.The horizontal coordinates were scaled from a topographic map and have
 HQ0728.an estimated accuracy of +/- 6 seconds.
 HQ0728
 HQ0728.The orthometric height was determined by differential leveling
 HQ0728.and adjusted by the National Geodetic Survey in June 1991..
 HQ0728
 HQ0728.The geoid height was determined by GEOID03.
 HQ0728
 HQ0728.The dynamic height is computed by dividing the NAVD 88
 HQ0728.geopotential number by the normal gravity value computed on the
 HQ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0728.degrees latitude (g = 980.6199 gals.).
 HQ0728
 HQ0728.The modeled gravity was interpolated from observed gravity values.
 HQ0728
 HQ0728;                    North         East    Units  Estimated Accuracy
 HQ0728;SPC NV C     - 6,341,950.      494,690.      MT  (+/- 180 meters Scaled)
 HQ0728
 HQ0728                          SUPERSEDED SURVEY CONTROL
 HQ0728
 HQ0728.No superseded survey control is available for this station.
 HQ0728
 HQ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB240872(NAD 83)
 HQ0728_MARKER: Z = SEE DESCRIPTION
 HQ0728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0728_SP_SET: PEDISTAL
 HQ0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0728
 HQ0728  HISTORY     - Date     Condition        Report By
 HQ0728  HISTORY     - UNK      MONUMENTED       CGS
 HQ0728  HISTORY     - 1968     GOOD             NGS
 HQ0728
 HQ0728                          STATION DESCRIPTION
 HQ0728
 HQ0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0728'AT TONOPAH TEST RANGE.
 HQ0728'A BRASS PLUG IN THE TOP OF THE CONCRETE PEDISTAL SUPPORTING
 HQ0728'THE CZR 23-05 CAMERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0763 ***********************************************************************
 HQ0763  DESIGNATION -  23 06
 HQ0763  PID         -  HQ0763
 HQ0763  STATE/COUNTY-  NV/NYE
 HQ0763  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0763
 HQ0763                         *CURRENT SURVEY CONTROL
 HQ0763  ___________________________________________________________________
 HQ0763* NAD 83(1986)-  37 49 55.     (N)    116 43 37.     (W)     SCALED    
 HQ0763* NAVD 88     -      1628.688  (meters)    5343.45   (feet)  ADJUSTED  
 HQ0763  ___________________________________________________________________
 HQ0763  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0763  DYNAMIC HT  -        1626.867 (meters)    5337.48  (feet)  COMP
 HQ0763  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0763
 HQ0763  VERT ORDER  -  FIRST     CLASS II
 HQ0763
 HQ0763.The horizontal coordinates were scaled from a topographic map and have
 HQ0763.an estimated accuracy of +/- 6 seconds.
 HQ0763
 HQ0763.The orthometric height was determined by differential leveling
 HQ0763.and adjusted by the National Geodetic Survey in June 1991..
 HQ0763
 HQ0763.The geoid height was determined by GEOID03.
 HQ0763
 HQ0763.The dynamic height is computed by dividing the NAVD 88
 HQ0763.geopotential number by the normal gravity value computed on the
 HQ0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0763.degrees latitude (g = 980.6199 gals.).
 HQ0763
 HQ0763.The modeled gravity was interpolated from observed gravity values.
 HQ0763
 HQ0763;                    North         East    Units  Estimated Accuracy
 HQ0763;SPC NV C     - 6,341,950.      494,690.      MT  (+/- 180 meters Scaled)
 HQ0763
 HQ0763                          SUPERSEDED SURVEY CONTROL
 HQ0763
 HQ0763.No superseded survey control is available for this station.
 HQ0763
 HQ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB240872(NAD 83)
 HQ0763_MARKER: Z = SEE DESCRIPTION
 HQ0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0763_SP_SET: PEDESTAL
 HQ0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0763
 HQ0763  HISTORY     - Date     Condition        Report By
 HQ0763  HISTORY     - UNK      MONUMENTED       CGS
 HQ0763  HISTORY     - 1968     GOOD             NGS
 HQ0763
 HQ0763                          STATION DESCRIPTION
 HQ0763
 HQ0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0763'AT TONOPAH TEST RANGE.
 HQ0763'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0763'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0763'OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH
 HQ0763'GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET
 HQ0763'AREA, IN CAMERA BUILDING 23-06.  THE STATION MARK IS A PUNCH
 HQ0763'HOLE IN A BRASS PLUG SET IN THE CONCRETE PEDESTAL OF WHICH
 HQ0763'THE CAMERA SETS ON, THE PLUMB BENEATH THE OPTICS OF THE CAMERA.
 HQ0763'NOTE-- A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0763'HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0764 ***********************************************************************
 HQ0764  DESIGNATION -  23 06 OPTICS
 HQ0764  PID         -  HQ0764
 HQ0764  STATE/COUNTY-  NV/NYE
 HQ0764  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0764
 HQ0764                         *CURRENT SURVEY CONTROL
 HQ0764  ___________________________________________________________________
 HQ0764* NAD 83(1986)-  37 49 55.     (N)    116 43 37.     (W)     SCALED    
 HQ0764* NAVD 88     -      1629.590  (meters)    5346.41   (feet)  ADJUSTED  
 HQ0764  ___________________________________________________________________
 HQ0764  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0764  DYNAMIC HT  -        1627.769 (meters)    5340.44  (feet)  COMP
 HQ0764  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0764
 HQ0764  VERT ORDER  -  FIRST     CLASS II
 HQ0764
 HQ0764.The horizontal coordinates were scaled from a topographic map and have
 HQ0764.an estimated accuracy of +/- 6 seconds.
 HQ0764
 HQ0764.The orthometric height was determined by differential leveling
 HQ0764.and adjusted by the National Geodetic Survey in June 1991..
 HQ0764
 HQ0764.The geoid height was determined by GEOID03.
 HQ0764
 HQ0764.The dynamic height is computed by dividing the NAVD 88
 HQ0764.geopotential number by the normal gravity value computed on the
 HQ0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0764.degrees latitude (g = 980.6199 gals.).
 HQ0764
 HQ0764.The modeled gravity was interpolated from observed gravity values.
 HQ0764
 HQ0764;                    North         East    Units  Estimated Accuracy
 HQ0764;SPC NV C     - 6,341,950.      494,690.      MT  (+/- 180 meters Scaled)
 HQ0764
 HQ0764                          SUPERSEDED SURVEY CONTROL
 HQ0764
 HQ0764.No superseded survey control is available for this station.
 HQ0764
 HQ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB240872(NAD 83)
 HQ0764_MARKER: Z = SEE DESCRIPTION
 HQ0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0764_SP_SET: PEDESTAL
 HQ0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0764
 HQ0764  HISTORY     - Date     Condition        Report By
 HQ0764  HISTORY     - UNK      MONUMENTED       CGS
 HQ0764  HISTORY     - 1968     GOOD             NGS
 HQ0764
 HQ0764                          STATION DESCRIPTION
 HQ0764
 HQ0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0764'AT TONOPAH TEST RANGE.
 HQ0764'A BRASS PLUG IN THE TOP OF A CONCRETE PEDESTAL SUPPORTING CZR
 HQ0764'CAMERA 23-06.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0055 ***********************************************************************
 HQ0055  DESIGNATION -  23 09
 HQ0055  PID         -  HQ0055
 HQ0055  STATE/COUNTY-  NV/NYE
 HQ0055  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0055
 HQ0055                         *CURRENT SURVEY CONTROL
 HQ0055  ___________________________________________________________________
 HQ0055* NAD 83(1986)-  37 50 21.     (N)    116 42 58.     (W)     SCALED    
 HQ0055* NAVD 88     -      1630.730  (meters)    5350.15   (feet)  ADJUSTED  
 HQ0055  ___________________________________________________________________
 HQ0055  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 HQ0055  DYNAMIC HT  -        1628.908 (meters)    5344.18  (feet)  COMP
 HQ0055  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0055
 HQ0055  VERT ORDER  -  FIRST     CLASS II
 HQ0055
 HQ0055.The horizontal coordinates were scaled from a topographic map and have
 HQ0055.an estimated accuracy of +/- 6 seconds.
 HQ0055
 HQ0055.The orthometric height was determined by differential leveling
 HQ0055.and adjusted by the National Geodetic Survey in June 1991..
 HQ0055
 HQ0055.The geoid height was determined by GEOID03.
 HQ0055
 HQ0055.The dynamic height is computed by dividing the NAVD 88
 HQ0055.geopotential number by the normal gravity value computed on the
 HQ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0055.degrees latitude (g = 980.6199 gals.).
 HQ0055
 HQ0055.The modeled gravity was interpolated from observed gravity values.
 HQ0055
 HQ0055;                    North         East    Units  Estimated Accuracy
 HQ0055;SPC NV C     - 6,342,760.      495,650.      MT  (+/- 180 meters Scaled)
 HQ0055
 HQ0055                          SUPERSEDED SURVEY CONTROL
 HQ0055
 HQ0055.No superseded survey control is available for this station.
 HQ0055
 HQ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB249880(NAD 83)
 HQ0055_MARKER: Z = SEE DESCRIPTION
 HQ0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0055_SP_SET: FLOOR
 HQ0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0055
 HQ0055  HISTORY     - Date     Condition        Report By
 HQ0055  HISTORY     - UNK      MONUMENTED       CGS
 HQ0055  HISTORY     - 1968     GOOD             NGS
 HQ0055
 HQ0055                          STATION DESCRIPTION
 HQ0055
 HQ0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0055'AT TONOPAH TEST RANGE.
 HQ0055'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0055'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 1/4 MILES NORTHEAST
 HQ0055'OF THE TEST RANGE HEADQUARTERS, 4 1/4 MILES SOUTHEAST OF THE
 HQ0055'NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, IN CAMERA BUILDING
 HQ0055'23-09.  THE STATION MARK IS A PUNCH HOLE IN A BRASS PLUG AFFIXED
 HQ0055'TO THE WOOD FLOOR OF THE BUILDING.  IT IS BENEATH AND IN THE
 HQ0055'APPROXIMATE CENTER OF A CAMERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0538 ***********************************************************************
 JR0538  DESIGNATION -  23 1
 JR0538  PID         -  JR0538
 JR0538  STATE/COUNTY-  NV/DOUGLAS
 JR0538  USGS QUAD   -  GARDNERVILLE (1982)
 JR0538
 JR0538                         *CURRENT SURVEY CONTROL
 JR0538  ___________________________________________________________________
 JR0538* NAD 83(1986)-  38 58 35.     (N)    119 43 58.     (W)     SCALED    
 JR0538* NAVD 88     -      1454.23   (+/-2cm)    4771.1    (feet)  VERTCON   
 JR0538  ___________________________________________________________________
 JR0538  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 JR0538
 JR0538  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0538
 JR0538.The horizontal coordinates were scaled from a topographic map and have
 JR0538.an estimated accuracy of +/- 6 seconds.
 JR0538
 JR0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0538.The vertical order pertains to the NGVD 29 superseded value.
 JR0538
 JR0538.The geoid height was determined by GEOID03.
 JR0538
 JR0538;                    North         East    Units  Estimated Accuracy
 JR0538;SPC NV W     - 4,469,610.      700,400.      MT  (+/- 180 meters Scaled)
 JR0538
 JR0538                          SUPERSEDED SURVEY CONTROL
 JR0538
 JR0538  NGVD 29 (??/??/92) 1453.111  (m)         4767.41   (f) ADJ UNCH    2 0
 JR0538
 JR0538.Superseded values are not recommended for survey control.
 JR0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0538.See file dsdata.txt to determine how the superseded data were derived.
 JR0538
 JR0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD632177(NAD 83)
 JR0538_MARKER: DD = SURVEY DISK
 JR0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0538_STAMPING: 23-1
 JR0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0538+STABILITY: SURFACE MOTION
 JR0538
 JR0538  HISTORY     - Date     Condition        Report By
 JR0538  HISTORY     - UNK      MONUMENTED       NVGS
 JR0538  HISTORY     - 1951     GOOD             NGS
 JR0538  HISTORY     - 1972     GOOD             USGS
 JR0538
 JR0538                          STATION DESCRIPTION
 JR0538
 JR0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0538'4.6 MI NE FROM MINDEN.
 JR0538'ABOUT 2.1 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST
 JR0538'OFFICE AT MINDEN, THENCE 2.5 MILES EAST ALONG A COUNTY ROAD, AT
 JR0538'THE T JUNCTION OF A DIRT ROAD LEADING SOUTH, ALONG AN IRRIGATION
 JR0538'CANAL, 27 1/2 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD,
 JR0538'20 1/2 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD LEADING
 JR0538'SOUTH, 2.6 FEET NORTH OF A FENCE, 2.5 FEET EAST OF A WITNESS
 JR0538'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JR0538'POST PROJECTING 0.4 FEET ABOVE THE GROUND.
 JR0538
 JR0538                          STATION RECOVERY (1972)
 JR0538
 JR0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JR0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0054 ***********************************************************************
 HQ0054  DESIGNATION -  23 10
 HQ0054  PID         -  HQ0054
 HQ0054  STATE/COUNTY-  NV/NYE
 HQ0054  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0054
 HQ0054                         *CURRENT SURVEY CONTROL
 HQ0054  ___________________________________________________________________
 HQ0054* NAD 83(1986)-  37 50 20.     (N)    116 43 03.     (W)     SCALED    
 HQ0054* NAVD 88     -      1627.827  (meters)    5340.63   (feet)  ADJUSTED  
 HQ0054  ___________________________________________________________________
 HQ0054  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 HQ0054  DYNAMIC HT  -        1626.007 (meters)    5334.66  (feet)  COMP
 HQ0054  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 HQ0054
 HQ0054  VERT ORDER  -  FIRST     CLASS II
 HQ0054
 HQ0054.The horizontal coordinates were scaled from a topographic map and have
 HQ0054.an estimated accuracy of +/- 6 seconds.
 HQ0054
 HQ0054.The orthometric height was determined by differential leveling
 HQ0054.and adjusted by the National Geodetic Survey in June 1991..
 HQ0054
 HQ0054.The geoid height was determined by GEOID03.
 HQ0054
 HQ0054.The dynamic height is computed by dividing the NAVD 88
 HQ0054.geopotential number by the normal gravity value computed on the
 HQ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0054.degrees latitude (g = 980.6199 gals.).
 HQ0054
 HQ0054.The modeled gravity was interpolated from observed gravity values.
 HQ0054
 HQ0054;                    North         East    Units  Estimated Accuracy
 HQ0054;SPC NV C     - 6,342,720.      495,530.      MT  (+/- 180 meters Scaled)
 HQ0054
 HQ0054                          SUPERSEDED SURVEY CONTROL
 HQ0054
 HQ0054.No superseded survey control is available for this station.
 HQ0054
 HQ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB248879(NAD 83)
 HQ0054_MARKER: Z = SEE DESCRIPTION
 HQ0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0054_SP_SET: FLOOR
 HQ0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0054
 HQ0054  HISTORY     - Date     Condition        Report By
 HQ0054  HISTORY     - UNK      MONUMENTED       CGS
 HQ0054  HISTORY     - 1968     GOOD             NGS
 HQ0054
 HQ0054                          STATION DESCRIPTION
 HQ0054
 HQ0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0054'AT TONOPAH TEST RANGE.
 HQ0054'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0054'MILES SOUTHEAST OF TONOPAH, 4 1/4 MILES NORTHEAST OF THE TEST
 HQ0054'RANGE HEADQUARTERS 4 1/4 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0054'GATE, WHICH IS CALLED POINT ABLE, IN CAMERA BUILDING 23-10.
 HQ0054'THE STATION MARK IS A PUNCH HOLE IN A BRASS PLUG SET IN THE
 HQ0054'CONCRETE FLOOR OF THE BUILDING.  IT IS BENEATH AND IN THE
 HQ0054'APPROXIMATE CENTER OF A CAMERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0121 ***********************************************************************
 HQ0121  DESIGNATION -  23 11 TB 1
 HQ0121  PID         -  HQ0121
 HQ0121  STATE/COUNTY-  NV/NYE
 HQ0121  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0121
 HQ0121                         *CURRENT SURVEY CONTROL
 HQ0121  ___________________________________________________________________
 HQ0121* NAD 83(1994)-  37 50 19.32151(N)    116 43 04.68721(W)     ADJUSTED  
 HQ0121* NAVD 88     -      1626.105  (meters)    5334.98   (feet)  ADJUSTED  
 HQ0121  ___________________________________________________________________
 HQ0121  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 HQ0121  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 HQ0121  DYNAMIC HT  -        1624.287 (meters)    5329.01  (feet)  COMP
 HQ0121  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 HQ0121
 HQ0121  HORZ ORDER  -  SECOND
 HQ0121  VERT ORDER  -  FIRST     CLASS II
 HQ0121
 HQ0121.The horizontal coordinates were established by classical geodetic methods
 HQ0121.and adjusted by the National Geodetic Survey in June 1998..
 HQ0121
 HQ0121.The orthometric height was determined by differential leveling
 HQ0121.and adjusted by the National Geodetic Survey in June 1991..
 HQ0121
 HQ0121.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0121
 HQ0121.The geoid height was determined by GEOID03.
 HQ0121
 HQ0121.The dynamic height is computed by dividing the NAVD 88
 HQ0121.geopotential number by the normal gravity value computed on the
 HQ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0121.degrees latitude (g = 980.6199 gals.).
 HQ0121
 HQ0121.The modeled gravity was interpolated from observed gravity values.
 HQ0121
 HQ0121;                    North         East     Units Scale Factor Converg.
 HQ0121;SPC NV C     - 6,342,703.217   495,484.619   MT  0.99990025   -0 01 53.3
 HQ0121;SPC NV C     -20,809,352.14  1,625,602.45   sFT  0.99990025   -0 01 53.3
 HQ0121;UTM  11      - 4,187,956.209   524,815.759   MT  0.99960758   +0 10 22.8
 HQ0121
 HQ0121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0121!SPC NV C     -   0.99974886  x   0.99990025  =   0.99964913
 HQ0121!UTM  11      -   0.99974886  x   0.99960758  =   0.99935654
 HQ0121
 HQ0121                          SUPERSEDED SURVEY CONTROL
 HQ0121
 HQ0121  NAD 83(1986)-  37 50 19.31820(N)    116 43 04.69535(W) AD(       ) 2
 HQ0121  NAD 27      -  37 50 19.54405(N)    116 43 01.46919(W) AD(       ) 2
 HQ0121  NGVD 29 (07/19/86) 1625.00   (m)         5331.4    (f) LEVELING    3  
 HQ0121
 HQ0121.Superseded values are not recommended for survey control.
 HQ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0121.See file dsdata.txt to determine how the superseded data were derived.
 HQ0121
 HQ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2481687956(NAD 83)
 HQ0121_MARKER: DE = TRAVERSE STATION DISK
 HQ0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0121_STAMPING: 23-11 TB 1 1968
 HQ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0121+STABILITY: SURFACE MOTION
 HQ0121
 HQ0121  HISTORY     - Date     Condition        Report By
 HQ0121  HISTORY     - 1968     MONUMENTED       CGS
 HQ0121  HISTORY     - 1968     GOOD             CGS
 HQ0121
 HQ0121                          STATION DESCRIPTION
 HQ0121
 HQ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0121'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0121'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES
 HQ0121'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4-1/2 MILES SOUTHEAST
 HQ0121'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A
 HQ0121'DRY LAKE BED KNOWN AS MAIN LAKE.
 HQ0121'
 HQ0121'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-11
 HQ0121'TB 1 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0121'PROJECTS ABOUT 2 INCHES.
 HQ0121'
 HQ0121'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION STATION
 HQ0121'23-0.
 HQ0121
 HQ0121                          STATION RECOVERY (1968)
 HQ0121
 HQ0121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0121'AT TONOPAH TEST RANGE.
 HQ0121'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0121'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES NORTHEAST OF
 HQ0121'THE TEST RANGE HEADQUARTERS, 4 1/2 MILES SOUTHEAST OF THE NORTH
 HQ0121'GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY LAKE BED
 HQ0121'KNOWN AS MAIN LAKE.  SET IN THE TOP OF A ROUND CONCRETE POST
 HQ0121'WHICH PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0120 ***********************************************************************
 HQ0120  DESIGNATION -  23 11 TB 2
 HQ0120  PID         -  HQ0120
 HQ0120  STATE/COUNTY-  NV/NYE
 HQ0120  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0120
 HQ0120                         *CURRENT SURVEY CONTROL
 HQ0120  ___________________________________________________________________
 HQ0120* NAD 83(1994)-  37 50 19.78088(N)    116 43 05.15180(W)     ADJUSTED  
 HQ0120* NAVD 88     -      1626.117  (meters)    5335.02   (feet)  ADJUSTED  
 HQ0120  ___________________________________________________________________
 HQ0120  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 HQ0120  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 HQ0120  DYNAMIC HT  -        1624.300 (meters)    5329.06  (feet)  COMP
 HQ0120  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 HQ0120
 HQ0120  HORZ ORDER  -  SECOND
 HQ0120  VERT ORDER  -  FIRST     CLASS II
 HQ0120
 HQ0120.The horizontal coordinates were established by classical geodetic methods
 HQ0120.and adjusted by the National Geodetic Survey in June 1998..
 HQ0120
 HQ0120.The orthometric height was determined by differential leveling
 HQ0120.and adjusted by the National Geodetic Survey in June 1991..
 HQ0120
 HQ0120.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0120
 HQ0120.The geoid height was determined by GEOID03.
 HQ0120
 HQ0120.The dynamic height is computed by dividing the NAVD 88
 HQ0120.geopotential number by the normal gravity value computed on the
 HQ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0120.degrees latitude (g = 980.6199 gals.).
 HQ0120
 HQ0120.The modeled gravity was interpolated from observed gravity values.
 HQ0120
 HQ0120;                    North         East     Units Scale Factor Converg.
 HQ0120;SPC NV C     - 6,342,717.385   495,473.268   MT  0.99990025   -0 01 53.6
 HQ0120;SPC NV C     -20,809,398.62  1,625,565.21   sFT  0.99990025   -0 01 53.6
 HQ0120;UTM  11      - 4,187,970.332   524,804.361   MT  0.99960758   +0 10 22.6
 HQ0120
 HQ0120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0120!SPC NV C     -   0.99974886  x   0.99990025  =   0.99964913
 HQ0120!UTM  11      -   0.99974886  x   0.99960758  =   0.99935654
 HQ0120
 HQ0120                          SUPERSEDED SURVEY CONTROL
 HQ0120
 HQ0120  NAD 83(1986)-  37 50 19.77757(N)    116 43 05.15993(W) AD(       ) 2
 HQ0120  NAD 27      -  37 50 20.00339(N)    116 43 01.93370(W) AD(       ) 2
 HQ0120  NGVD 29 (07/19/86) 1625.01   (m)         5331.4    (f) LEVELING    3  
 HQ0120
 HQ0120.Superseded values are not recommended for survey control.
 HQ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0120.See file dsdata.txt to determine how the superseded data were derived.
 HQ0120
 HQ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2480487970(NAD 83)
 HQ0120_MARKER: DE = TRAVERSE STATION DISK
 HQ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0120_STAMPING: 23-11 TB 2 1968
 HQ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0120+STABILITY: SURFACE MOTION
 HQ0120
 HQ0120  HISTORY     - Date     Condition        Report By
 HQ0120  HISTORY     - 1968     MONUMENTED       CGS
 HQ0120  HISTORY     - 1968     GOOD             CGS
 HQ0120
 HQ0120                          STATION DESCRIPTION
 HQ0120
 HQ0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0120'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0120'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES
 HQ0120'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4-1/2 MILES SOUTHEAST
 HQ0120'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY
 HQ0120'LAKE BED KNOWN AS MAIN LAKE.
 HQ0120'
 HQ0120'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-11
 HQ0120'TB 2 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0120'PROJECTS ABOUT 3 INCHES.
 HQ0120'
 HQ0120'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION STATION
 HQ0120'23-0.
 HQ0120
 HQ0120                          STATION RECOVERY (1968)
 HQ0120
 HQ0120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0120'AT TONOPAH TEST RANGE.
 HQ0120'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0120'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES NORTHEAST OF
 HQ0120'THE TEST RANGE HEADQUARTERS, 4 1/2 MILES SOUTHEAST OF THE
 HQ0120'NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY LAKE
 HQ0120'BED KNOWN AS MAIN LAKE.  SET IN THE TOP OF A ROUND CONCRETE
 HQ0120'POST WHICH PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0119 ***********************************************************************
 HQ0119  DESIGNATION -  23 11 TB 3
 HQ0119  PID         -  HQ0119
 HQ0119  STATE/COUNTY-  NV/NYE
 HQ0119  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0119
 HQ0119                         *CURRENT SURVEY CONTROL
 HQ0119  ___________________________________________________________________
 HQ0119* NAD 83(1994)-  37 50 20.24055(N)    116 43 05.61671(W)     ADJUSTED  
 HQ0119* NAVD 88     -      1626.085  (meters)    5334.91   (feet)  ADJUSTED  
 HQ0119  ___________________________________________________________________
 HQ0119  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 HQ0119  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 HQ0119  DYNAMIC HT  -        1624.267 (meters)    5328.95  (feet)  COMP
 HQ0119  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 HQ0119
 HQ0119  HORZ ORDER  -  SECOND
 HQ0119  VERT ORDER  -  FIRST     CLASS II
 HQ0119
 HQ0119.The horizontal coordinates were established by classical geodetic methods
 HQ0119.and adjusted by the National Geodetic Survey in June 1998..
 HQ0119
 HQ0119.The orthometric height was determined by differential leveling
 HQ0119.and adjusted by the National Geodetic Survey in June 1991..
 HQ0119
 HQ0119.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0119
 HQ0119.The geoid height was determined by GEOID03.
 HQ0119
 HQ0119.The dynamic height is computed by dividing the NAVD 88
 HQ0119.geopotential number by the normal gravity value computed on the
 HQ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0119.degrees latitude (g = 980.6199 gals.).
 HQ0119
 HQ0119.The modeled gravity was interpolated from observed gravity values.
 HQ0119
 HQ0119;                    North         East     Units Scale Factor Converg.
 HQ0119;SPC NV C     - 6,342,731.562   495,461.909   MT  0.99990025   -0 01 53.9
 HQ0119;SPC NV C     -20,809,445.13  1,625,527.95   sFT  0.99990025   -0 01 53.9
 HQ0119;UTM  11      - 4,187,984.465   524,792.956   MT  0.99960757   +0 10 22.3
 HQ0119
 HQ0119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0119!SPC NV C     -   0.99974886  x   0.99990025  =   0.99964914
 HQ0119!UTM  11      -   0.99974886  x   0.99960757  =   0.99935653
 HQ0119
 HQ0119                          SUPERSEDED SURVEY CONTROL
 HQ0119
 HQ0119  NAD 83(1986)-  37 50 20.23723(N)    116 43 05.62484(W) AD(       ) 2
 HQ0119  NAD 27      -  37 50 20.46301(N)    116 43 02.39865(W) AD(       ) 2
 HQ0119  NGVD 29 (07/19/86) 1624.98   (m)         5331.3    (f) LEVELING    3  
 HQ0119
 HQ0119.Superseded values are not recommended for survey control.
 HQ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0119.See file dsdata.txt to determine how the superseded data were derived.
 HQ0119
 HQ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2479387984(NAD 83)
 HQ0119_MARKER: DE = TRAVERSE STATION DISK
 HQ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0119_STAMPING: 23-11 TB 3 1968
 HQ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0119+STABILITY: SURFACE MOTION
 HQ0119
 HQ0119  HISTORY     - Date     Condition        Report By
 HQ0119  HISTORY     - 1968     MONUMENTED       CGS
 HQ0119  HISTORY     - 1968     GOOD             CGS
 HQ0119
 HQ0119                          STATION DESCRIPTION
 HQ0119
 HQ0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0119'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0119'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES
 HQ0119'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4-1/2 MILES SOUTHEAST
 HQ0119'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY
 HQ0119'LAKE BED KNOWN AS MAIN LAKE.
 HQ0119'
 HQ0119'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-11
 HQ0119'TB 3 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0119'PROJECTS ABOUT 3 INCHES.
 HQ0119'
 HQ0119'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0119'STATION 23-0.
 HQ0119
 HQ0119                          STATION RECOVERY (1968)
 HQ0119
 HQ0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0119'AT TONOPAH TEST RANGE.
 HQ0119'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0119'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES NORTHEAST OF
 HQ0119'THE TEST RANGE HEADQUARTERS, 4 1/2 MILES SOUTHEAST OF THE NORTH
 HQ0119'GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY LAKE BED KNOWN
 HQ0119'AS MAIN LAKE.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0119'PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0118 ***********************************************************************
 HQ0118  DESIGNATION -  23 11 TB 4
 HQ0118  PID         -  HQ0118
 HQ0118  STATE/COUNTY-  NV/NYE
 HQ0118  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0118
 HQ0118                         *CURRENT SURVEY CONTROL
 HQ0118  ___________________________________________________________________
 HQ0118* NAD 83(1994)-  37 50 20.70002(N)    116 43 06.08168(W)     ADJUSTED  
 HQ0118* NAVD 88     -      1626.116  (meters)    5335.02   (feet)  ADJUSTED  
 HQ0118  ___________________________________________________________________
 HQ0118  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 HQ0118  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 HQ0118  DYNAMIC HT  -        1624.299 (meters)    5329.05  (feet)  COMP
 HQ0118  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 HQ0118
 HQ0118  HORZ ORDER  -  SECOND
 HQ0118  VERT ORDER  -  FIRST     CLASS II
 HQ0118
 HQ0118.The horizontal coordinates were established by classical geodetic methods
 HQ0118.and adjusted by the National Geodetic Survey in June 1998..
 HQ0118
 HQ0118.The orthometric height was determined by differential leveling
 HQ0118.and adjusted by the National Geodetic Survey in June 1991..
 HQ0118
 HQ0118.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0118
 HQ0118.The geoid height was determined by GEOID03.
 HQ0118
 HQ0118.The dynamic height is computed by dividing the NAVD 88
 HQ0118.geopotential number by the normal gravity value computed on the
 HQ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0118.degrees latitude (g = 980.6199 gals.).
 HQ0118
 HQ0118.The modeled gravity was interpolated from observed gravity values.
 HQ0118
 HQ0118;                    North         East     Units Scale Factor Converg.
 HQ0118;SPC NV C     - 6,342,745.733   495,450.549   MT  0.99990025   -0 01 54.2
 HQ0118;SPC NV C     -20,809,491.63  1,625,490.68   sFT  0.99990025   -0 01 54.2
 HQ0118;UTM  11      - 4,187,998.591   524,781.548   MT  0.99960756   +0 10 22.0
 HQ0118
 HQ0118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0118!SPC NV C     -   0.99974886  x   0.99990025  =   0.99964913
 HQ0118!UTM  11      -   0.99974886  x   0.99960756  =   0.99935652
 HQ0118
 HQ0118                          SUPERSEDED SURVEY CONTROL
 HQ0118
 HQ0118  NAD 83(1986)-  37 50 20.69671(N)    116 43 06.08981(W) AD(       ) 2
 HQ0118  NAD 27      -  37 50 20.92261(N)    116 43 02.86382(W) AD(       ) 2
 HQ0118  NGVD 29 (07/19/86) 1625.01   (m)         5331.4    (f) LEVELING    3  
 HQ0118
 HQ0118.Superseded values are not recommended for survey control.
 HQ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0118.See file dsdata.txt to determine how the superseded data were derived.
 HQ0118
 HQ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2478287999(NAD 83)
 HQ0118_MARKER: DE = TRAVERSE STATION DISK
 HQ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0118+STABILITY: SURFACE MOTION
 HQ0118
 HQ0118  HISTORY     - Date     Condition        Report By
 HQ0118  HISTORY     - 1968     MONUMENTED       CGS
 HQ0118  HISTORY     - 1968     GOOD             NGS
 HQ0118
 HQ0118                          STATION DESCRIPTION
 HQ0118
 HQ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0118'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0118'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES
 HQ0118'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4-1/2 MILES SOUTHEAST
 HQ0118'OF THE NORTH GUARD GATE WHICH IS CALLED POINT ABLE, ON A DRY
 HQ0118'LAKE BED KNOWN AS MAIN LAKE.
 HQ0118'
 HQ0118'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-11
 HQ0118'TB 4 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0118'PROJECTS ABOUT 3 INCHES.
 HQ0118'
 HQ0118'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0118'STATION 23-0.
 HQ0118
 HQ0118                          STATION RECOVERY (1968)
 HQ0118
 HQ0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HQ0118'AT TONOPAH TEST RANGE.
 HQ0118'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0118'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES NORTHEAST OF
 HQ0118'THE TEST RANGE HEADQUARTERS, 4 1/2 MILES SOUTHEAST OF THE NORTH
 HQ0118'GUARD GATE WHICH IS CALLED POINT ABLE, ON A DRY LAKE BED KNOWN
 HQ0118'AS MAIN LAKE.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0118'PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0117 ***********************************************************************
 HQ0117  DESIGNATION -  23 11 TB 5
 HQ0117  PID         -  HQ0117
 HQ0117  STATE/COUNTY-  NV/NYE
 HQ0117  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0117
 HQ0117                         *CURRENT SURVEY CONTROL
 HQ0117  ___________________________________________________________________
 HQ0117* NAD 83(1994)-  37 50 21.15970(N)    116 43 06.54675(W)     ADJUSTED  
 HQ0117* NAVD 88     -      1626.105  (meters)    5334.98   (feet)  ADJUSTED  
 HQ0117  ___________________________________________________________________
 HQ0117  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 HQ0117  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 HQ0117  DYNAMIC HT  -        1624.288 (meters)    5329.02  (feet)  COMP
 HQ0117  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 HQ0117
 HQ0117  HORZ ORDER  -  SECOND
 HQ0117  VERT ORDER  -  FIRST     CLASS II
 HQ0117
 HQ0117.The horizontal coordinates were established by classical geodetic methods
 HQ0117.and adjusted by the National Geodetic Survey in June 1998..
 HQ0117
 HQ0117.The orthometric height was determined by differential leveling
 HQ0117.and adjusted by the National Geodetic Survey in June 1991..
 HQ0117
 HQ0117.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0117
 HQ0117.The geoid height was determined by GEOID03.
 HQ0117
 HQ0117.The dynamic height is computed by dividing the NAVD 88
 HQ0117.geopotential number by the normal gravity value computed on the
 HQ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0117.degrees latitude (g = 980.6199 gals.).
 HQ0117
 HQ0117.The modeled gravity was interpolated from observed gravity values.
 HQ0117
 HQ0117;                    North         East     Units Scale Factor Converg.
 HQ0117;SPC NV C     - 6,342,759.910   495,439.187   MT  0.99990026   -0 01 54.4
 HQ0117;SPC NV C     -20,809,538.14  1,625,453.40   sFT  0.99990026   -0 01 54.4
 HQ0117;UTM  11      - 4,188,012.724   524,770.139   MT  0.99960756   +0 10 21.7
 HQ0117
 HQ0117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0117!SPC NV C     -   0.99974886  x   0.99990026  =   0.99964914
 HQ0117!UTM  11      -   0.99974886  x   0.99960756  =   0.99935652
 HQ0117
 HQ0117                          SUPERSEDED SURVEY CONTROL
 HQ0117
 HQ0117  NAD 83(1986)-  37 50 21.15639(N)    116 43 06.55488(W) AD(       ) 2
 HQ0117  NAD 27      -  37 50 21.38216(N)    116 43 03.32871(W) AD(       ) 2
 HQ0117  NGVD 29 (07/19/86) 1625.00   (m)         5331.4    (f) LEVELING    3  
 HQ0117
 HQ0117.Superseded values are not recommended for survey control.
 HQ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0117.See file dsdata.txt to determine how the superseded data were derived.
 HQ0117
 HQ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2477088013(NAD 83)
 HQ0117_MARKER: DE = TRAVERSE STATION DISK
 HQ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0117_STAMPING: 23-11 TB 5 1968
 HQ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0117+STABILITY: SURFACE MOTION
 HQ0117
 HQ0117  HISTORY     - Date     Condition        Report By
 HQ0117  HISTORY     - 1968     MONUMENTED       CGS
 HQ0117  HISTORY     - 1968     GOOD             CGS
 HQ0117
 HQ0117                          STATION DESCRIPTION
 HQ0117
 HQ0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0117'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0117'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES
 HQ0117'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4-1/2 MILES SOUTHEAST
 HQ0117'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A
 HQ0117'DRY LAKE BED KNOWN AS MAIN LAKE.
 HQ0117'
 HQ0117'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-11
 HQ0117'TB 5 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0117'PROJECTS ABOUT 3 INCHES.
 HQ0117'
 HQ0117'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0117'STATION 23-0.
 HQ0117
 HQ0117                          STATION RECOVERY (1968)
 HQ0117
 HQ0117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0117'AT TONOPAH TEST RANGE.
 HQ0117'LOCATED IN THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0117'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES NORTHEAST OF
 HQ0117'THE TEST RANGE HEADQUARTERS.  4 1/2 MILES SOUTHEAST OF THE NORTH
 HQ0117'GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY LAKE BED KNOWN
 HQ0117'AS MAIN LAKE.  THE STATION MARK IS A STANDARD TRAVERSE DISK
 HQ0117'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 HQ0117'3 INCHES.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 HQ0117'STATION STATION 23-0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0084 ***********************************************************************
 HQ0084  DESIGNATION -  23 12 TB 1
 HQ0084  PID         -  HQ0084
 HQ0084  STATE/COUNTY-  NV/NYE
 HQ0084  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0084
 HQ0084                         *CURRENT SURVEY CONTROL
 HQ0084  ___________________________________________________________________
 HQ0084* NAD 83(1994)-  37 49 50.75742(N)    116 42 55.46867(W)     ADJUSTED  
 HQ0084* NAVD 88     -      1629.043  (meters)    5344.62   (feet)  ADJUSTED  
 HQ0084  ___________________________________________________________________
 HQ0084  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 HQ0084  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0084  DYNAMIC HT  -        1627.221 (meters)    5338.64  (feet)  COMP
 HQ0084  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 HQ0084
 HQ0084  HORZ ORDER  -  SECOND
 HQ0084  VERT ORDER  -  FIRST     CLASS II
 HQ0084
 HQ0084.The horizontal coordinates were established by classical geodetic methods
 HQ0084.and adjusted by the National Geodetic Survey in June 1998..
 HQ0084
 HQ0084.The orthometric height was determined by differential leveling
 HQ0084.and adjusted by the National Geodetic Survey in June 1991..
 HQ0084
 HQ0084.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0084
 HQ0084.The geoid height was determined by GEOID03.
 HQ0084
 HQ0084.The dynamic height is computed by dividing the NAVD 88
 HQ0084.geopotential number by the normal gravity value computed on the
 HQ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0084.degrees latitude (g = 980.6199 gals.).
 HQ0084
 HQ0084.The modeled gravity was interpolated from observed gravity values.
 HQ0084
 HQ0084;                    North         East     Units Scale Factor Converg.
 HQ0084;SPC NV C     - 6,341,822.511   495,709.541   MT  0.99990023   -0 01 47.6
 HQ0084;SPC NV C     -20,806,462.69  1,626,340.39   sFT  0.99990023   -0 01 47.6
 HQ0084;UTM  11      - 4,187,076.569   525,043.757   MT  0.99960772   +0 10 28.4
 HQ0084
 HQ0084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0084!SPC NV C     -   0.99974840  x   0.99990023  =   0.99964866
 HQ0084!UTM  11      -   0.99974840  x   0.99960772  =   0.99935622
 HQ0084
 HQ0084                          SUPERSEDED SURVEY CONTROL
 HQ0084
 HQ0084  NAD 83(1986)-  37 49 50.75410(N)    116 42 55.47682(W) AD(       ) 2
 HQ0084  NAD 27      -  37 49 50.97935(N)    116 42 52.25165(W) AD(       ) 2
 HQ0084  NGVD 29 (07/19/86) 1627.94   (m)         5341.0    (f) LEVELING    3  
 HQ0084
 HQ0084.Superseded values are not recommended for survey control.
 HQ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0084.See file dsdata.txt to determine how the superseded data were derived.
 HQ0084
 HQ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2504487077(NAD 83)
 HQ0084_MARKER: DE = TRAVERSE STATION DISK
 HQ0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0084_STAMPING: 23-12 TB 1 1968
 HQ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0084+STABILITY: SURFACE MOTION
 HQ0084
 HQ0084  HISTORY     - Date     Condition        Report By
 HQ0084  HISTORY     - 1968     MONUMENTED       CGS
 HQ0084  HISTORY     - 1968     GOOD             CGS
 HQ0084
 HQ0084                          STATION DESCRIPTION
 HQ0084
 HQ0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0084'STATION IS LOCATED ON THE TOPNOPAH TEST RANGE, WHICH IS LOCATED
 HQ0084'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0084'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4-1/2 MILES SOUTHEAST
 HQ0084'OF THE NORTH GUARD GAGE, WHICH IS CALLED POINT ABLE, AND ABOUT
 HQ0084'HALF-WAY BETWEEN CAMERA BUILDINGS 23-12 AND 23-14.
 HQ0084'
 HQ0084'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-12
 HQ0084'TB 1 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HQ0084'ABOUT 2 INCHES.  IT IS 69 FEET SOUTH OF THE CENTER OF A TRACK
 HQ0084'ROAD.
 HQ0084'
 HQ0084'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0084'STATION 23-14.
 HQ0084
 HQ0084                          STATION RECOVERY (1968)
 HQ0084
 HQ0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0084'AT TONOPAH TEST RANGE.
 HQ0084'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0084'MILES SOUTHEAST OF TONOPAH, IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0084'OF THE TEST RANGE HEADQUARTERS, 4 1/2 MILES SOUTHEAST OF THE
 HQ0084'NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AND ABOUT HALF-WAY
 HQ0084'BETWEEN CAMERA BUILDINGS 23-12 AND 23-14.  SET IN THE TOP OF
 HQ0084'AROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  IT IS 69
 HQ0084'FEET SOUTH OF THE CENTER OF A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0083 ***********************************************************************
 HQ0083  DESIGNATION -  23 12 TB 2
 HQ0083  PID         -  HQ0083
 HQ0083  STATE/COUNTY-  NV/NYE
 HQ0083  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0083
 HQ0083                         *CURRENT SURVEY CONTROL
 HQ0083  ___________________________________________________________________
 HQ0083* NAD 83(1986)-  37 49 51.     (N)    116 42 55.     (W)     SCALED    
 HQ0083* NAVD 88     -      1629.090  (meters)    5344.77   (feet)  ADJUSTED  
 HQ0083  ___________________________________________________________________
 HQ0083  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0083  DYNAMIC HT  -        1627.268 (meters)    5338.80  (feet)  COMP
 HQ0083  MODELED GRAV-     979,453.8   (mgal)                       NAVD 88
 HQ0083
 HQ0083  VERT ORDER  -  FIRST     CLASS II
 HQ0083
 HQ0083.The horizontal coordinates were scaled from a topographic map and have
 HQ0083.an estimated accuracy of +/- 6 seconds.
 HQ0083
 HQ0083.The orthometric height was determined by differential leveling
 HQ0083.and adjusted by the National Geodetic Survey in June 1991..
 HQ0083
 HQ0083.The geoid height was determined by GEOID03.
 HQ0083
 HQ0083.The dynamic height is computed by dividing the NAVD 88
 HQ0083.geopotential number by the normal gravity value computed on the
 HQ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0083.degrees latitude (g = 980.6199 gals.).
 HQ0083
 HQ0083.The modeled gravity was interpolated from observed gravity values.
 HQ0083
 HQ0083;                    North         East    Units  Estimated Accuracy
 HQ0083;SPC NV C     - 6,341,830.      495,720.      MT  (+/- 180 meters Scaled)
 HQ0083
 HQ0083                          SUPERSEDED SURVEY CONTROL
 HQ0083
 HQ0083.No superseded survey control is available for this station.
 HQ0083
 HQ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB250870(NAD 83)
 HQ0083_MARKER: DE = TRAVERSE STATION DISK
 HQ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0083_STAMPING: 23-12 TB 2 1968
 HQ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0083+STABILITY: SURFACE MOTION
 HQ0083
 HQ0083  HISTORY     - Date     Condition        Report By
 HQ0083  HISTORY     - 1968     MONUMENTED       CGS
 HQ0083
 HQ0083                          STATION DESCRIPTION
 HQ0083
 HQ0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0083'AT TONOPAH TEST RANGE.
 HQ0083'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0083'MILES SOUTHEAST OF TONOPAH, IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0083'OF THE TEST RANGE HEADQUARTERS, 4 1/2 MILES SOUTHEAST OF THE
 HQ0083'NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AND ABOUT HALF-WAY
 HQ0083'BETWEEN CAMERA BUILDINGS 23-12 AND 23-14.  SET IN THE TOP OF A
 HQ0083'ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  34 FEET
 HQ0083'NORTH OF THE CENTER OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1035 ***********************************************************************
 HQ1035  DESIGNATION -  23 12 TB 2
 HQ1035  PID         -  HQ1035
 HQ1035  STATE/COUNTY-  NV/NYE
 HQ1035  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ1035
 HQ1035                         *CURRENT SURVEY CONTROL
 HQ1035  ___________________________________________________________________
 HQ1035* NAD 83(1994)-  37 49 51.77558(N)    116 42 55.32711(W)     ADJUSTED  
 HQ1035* NAVD 88     -      1629.07   (+/-2cm)    5344.7    (feet)  VERTCON   
 HQ1035  ___________________________________________________________________
 HQ1035  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 HQ1035  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ1035
 HQ1035  HORZ ORDER  -  SECOND
 HQ1035  VERT ORDER  -  THIRD ? (See Below)
 HQ1035
 HQ1035.The horizontal coordinates were established by classical geodetic methods
 HQ1035.and adjusted by the National Geodetic Survey in June 1998..
 HQ1035
 HQ1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1035.The vertical order pertains to the NGVD 29 superseded value.
 HQ1035
 HQ1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1035
 HQ1035.The geoid height was determined by GEOID03.
 HQ1035
 HQ1035;                    North         East     Units Scale Factor Converg.
 HQ1035;SPC NV C     - 6,341,853.897   495,713.019   MT  0.99990023   -0 01 47.5
 HQ1035;SPC NV C     -20,806,565.66  1,626,351.80   sFT  0.99990023   -0 01 47.5
 HQ1035;UTM  11      - 4,187,107.958   525,047.122   MT  0.99960773   +0 10 28.5
 HQ1035
 HQ1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1035!SPC NV C     -   0.99974840  x   0.99990023  =   0.99964865
 HQ1035!UTM  11      -   0.99974840  x   0.99960773  =   0.99935623
 HQ1035
 HQ1035                          SUPERSEDED SURVEY CONTROL
 HQ1035
 HQ1035  NAD 83(1986)-  37 49 51.77226(N)    116 42 55.33526(W) AD(       ) 2
 HQ1035  NAD 27      -  37 49 51.99755(N)    116 42 52.11007(W) AD(       ) 2
 HQ1035  NGVD 29 (07/19/86) 1627.99   (m)         5341.2    (f) LEVELING    3  
 HQ1035
 HQ1035.Superseded values are not recommended for survey control.
 HQ1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1035.See file dsdata.txt to determine how the superseded data were derived.
 HQ1035
 HQ1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2504787108(NAD 83)
 HQ1035_MARKER: DE = TRAVERSE STATION DISK
 HQ1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ1035+STABILITY: SURFACE MOTION
 HQ1035
 HQ1035  HISTORY     - Date     Condition        Report By
 HQ1035  HISTORY     - 1968     MONUMENTED       CGS
 HQ1035
 HQ1035                          STATION DESCRIPTION
 HQ1035
 HQ1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ1035'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ1035'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ1035'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4-1/2 MILES SOUTHEAST
 HQ1035'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AND ABOUT
 HQ1035'HALF-WAY BETWEEN CAMERA BUILDINGS 23-12 AND 23-14.
 HQ1035'
 HQ1035'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-12 TB
 HQ1035'2 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HQ1035'ABOUT 2 INCHES.  IT IS 34 FEET NORTH OF THE CENTER OF A TRACK
 HQ1035'ROAD.
 HQ1035'
 HQ1035'A TRAVERSE CONNECTIN WAS MADE TO TRIANGULATION STATION STATION
 HQ1035'23-14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0082 ***********************************************************************
 HQ0082  DESIGNATION -  23 12 TB 3
 HQ0082  PID         -  HQ0082
 HQ0082  STATE/COUNTY-  NV/NYE
 HQ0082  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0082
 HQ0082                         *CURRENT SURVEY CONTROL
 HQ0082  ___________________________________________________________________
 HQ0082* NAD 83(1994)-  37 49 52.79307(N)    116 42 55.18536(W)     ADJUSTED  
 HQ0082* NAVD 88     -      1629.042  (meters)    5344.62   (feet)  ADJUSTED  
 HQ0082  ___________________________________________________________________
 HQ0082  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 HQ0082  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0082  DYNAMIC HT  -        1627.220 (meters)    5338.64  (feet)  COMP
 HQ0082  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 HQ0082
 HQ0082  HORZ ORDER  -  SECOND
 HQ0082  VERT ORDER  -  FIRST     CLASS II
 HQ0082
 HQ0082.The horizontal coordinates were established by classical geodetic methods
 HQ0082.and adjusted by the National Geodetic Survey in June 1998..
 HQ0082
 HQ0082.The orthometric height was determined by differential leveling
 HQ0082.and adjusted by the National Geodetic Survey in June 1991..
 HQ0082
 HQ0082.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0082
 HQ0082.The geoid height was determined by GEOID03.
 HQ0082
 HQ0082.The dynamic height is computed by dividing the NAVD 88
 HQ0082.geopotential number by the normal gravity value computed on the
 HQ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0082.degrees latitude (g = 980.6199 gals.).
 HQ0082
 HQ0082.The modeled gravity was interpolated from observed gravity values.
 HQ0082
 HQ0082;                    North         East     Units Scale Factor Converg.
 HQ0082;SPC NV C     - 6,341,885.263   495,716.501   MT  0.99990023   -0 01 47.4
 HQ0082;SPC NV C     -20,806,668.57  1,626,363.22   sFT  0.99990023   -0 01 47.4
 HQ0082;UTM  11      - 4,187,139.327   525,050.491   MT  0.99960773   +0 10 28.6
 HQ0082
 HQ0082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0082!SPC NV C     -   0.99974840  x   0.99990023  =   0.99964866
 HQ0082!UTM  11      -   0.99974840  x   0.99960773  =   0.99935623
 HQ0082
 HQ0082                          SUPERSEDED SURVEY CONTROL
 HQ0082
 HQ0082  NAD 83(1986)-  37 49 52.78975(N)    116 42 55.19350(W) AD(       ) 2
 HQ0082  NAD 27      -  37 49 53.01503(N)    116 42 51.96833(W) AD(       ) 2
 HQ0082  NGVD 29 (07/19/86) 1627.94   (m)         5341.0    (f) LEVELING    3  
 HQ0082
 HQ0082.Superseded values are not recommended for survey control.
 HQ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0082.See file dsdata.txt to determine how the superseded data were derived.
 HQ0082
 HQ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2505087139(NAD 83)
 HQ0082_MARKER: DE = TRAVERSE STATION DISK
 HQ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0082_STAMPING: 23-12 TB 3 1968
 HQ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0082+STABILITY: SURFACE MOTION
 HQ0082
 HQ0082  HISTORY     - Date     Condition        Report By
 HQ0082  HISTORY     - 1968     MONUMENTED       CGS
 HQ0082  HISTORY     - 1968     GOOD             CGS
 HQ0082
 HQ0082                          STATION DESCRIPTION
 HQ0082
 HQ0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0082'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0082'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0082'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4-1/2 MILES SOUTHEAST
 HQ0082'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AND ABOUT
 HQ0082'HALF-WAY BETWEEN CAMERA BUILDINGS 23-12 AND 23-14.
 HQ0082'
 HQ0082'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-12
 HQ0082'TB 3 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0082'PROJECTS ABOUT 1 INCH.  IT IS 138 FEET NORTH OF THE CENTER
 HQ0082'OF A TRACK ROAD.
 HQ0082'
 HQ0082'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION STATION
 HQ0082'23-14.
 HQ0082
 HQ0082                          STATION RECOVERY (1968)
 HQ0082
 HQ0082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0082'AT TONOPAH TEST RANGE.
 HQ0082'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0082'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0082'RANGE HEADQUARTERS, 4 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0082'GATE, WHICH IS CALLED POINT ABLE, AND ABOUT HALF-WAY BETWEEN
 HQ0082'CAMERA BUILDINGS 23-12 AND 23-14.  SET IN THE TOP OF A ROUND
 HQ0082'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.  IT IS 138 FEET
 HQ0082'NORTH OF THE CENTER OF A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0081 ***********************************************************************
 HQ0081  DESIGNATION -  23 12 TB 4
 HQ0081  PID         -  HQ0081
 HQ0081  STATE/COUNTY-  NV/NYE
 HQ0081  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0081
 HQ0081                         *CURRENT SURVEY CONTROL
 HQ0081  ___________________________________________________________________
 HQ0081* NAD 83(1994)-  37 49 53.81090(N)    116 42 55.04301(W)     ADJUSTED  
 HQ0081* NAVD 88     -      1628.925  (meters)    5344.23   (feet)  ADJUSTED  
 HQ0081  ___________________________________________________________________
 HQ0081  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 HQ0081  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0081  DYNAMIC HT  -        1627.103 (meters)    5338.25  (feet)  COMP
 HQ0081  MODELED GRAV-     979,454.0   (mgal)                       NAVD 88
 HQ0081
 HQ0081  HORZ ORDER  -  SECOND
 HQ0081  VERT ORDER  -  FIRST     CLASS II
 HQ0081
 HQ0081.The horizontal coordinates were established by classical geodetic methods
 HQ0081.and adjusted by the National Geodetic Survey in June 1998..
 HQ0081
 HQ0081.The orthometric height was determined by differential leveling
 HQ0081.and adjusted by the National Geodetic Survey in June 1991..
 HQ0081
 HQ0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0081
 HQ0081.The geoid height was determined by GEOID03.
 HQ0081
 HQ0081.The dynamic height is computed by dividing the NAVD 88
 HQ0081.geopotential number by the normal gravity value computed on the
 HQ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0081.degrees latitude (g = 980.6199 gals.).
 HQ0081
 HQ0081.The modeled gravity was interpolated from observed gravity values.
 HQ0081
 HQ0081;                    North         East     Units Scale Factor Converg.
 HQ0081;SPC NV C     - 6,341,916.639   495,719.998   MT  0.99990023   -0 01 47.4
 HQ0081;SPC NV C     -20,806,771.51  1,626,374.69   sFT  0.99990023   -0 01 47.4
 HQ0081;UTM  11      - 4,187,170.706   525,053.875   MT  0.99960773   +0 10 28.7
 HQ0081
 HQ0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0081!SPC NV C     -   0.99974842  x   0.99990023  =   0.99964867
 HQ0081!UTM  11      -   0.99974842  x   0.99960773  =   0.99935625
 HQ0081
 HQ0081                          SUPERSEDED SURVEY CONTROL
 HQ0081
 HQ0081  NAD 83(1986)-  37 49 53.80758(N)    116 42 55.05116(W) AD(       ) 2
 HQ0081  NAD 27      -  37 49 54.03292(N)    116 42 51.82598(W) AD(       ) 2
 HQ0081  NGVD 29 (07/19/86) 1627.82   (m)         5340.6    (f) LEVELING    3  
 HQ0081
 HQ0081.Superseded values are not recommended for survey control.
 HQ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0081.See file dsdata.txt to determine how the superseded data were derived.
 HQ0081
 HQ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2505487171(NAD 83)
 HQ0081_MARKER: DE = TRAVERSE STATION DISK
 HQ0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0081_STAMPING: 23-12 TB 4 1968
 HQ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0081+STABILITY: SURFACE MOTION
 HQ0081
 HQ0081  HISTORY     - Date     Condition        Report By
 HQ0081  HISTORY     - 1968     MONUMENTED       CGS
 HQ0081  HISTORY     - 1968     GOOD             CGS
 HQ0081
 HQ0081                          STATION DESCRIPTION
 HQ0081
 HQ0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0081'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0081'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0081'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4-1/2 MILES SOUTHEAST
 HQ0081'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AND ABOUT
 HQ0081'HALF-WAY BETWEEN CAMERA BUILDINGS 23-12 AND 23-14.
 HQ0081'
 HQ0081'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-12
 HQ0081'TB 4 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0081'PROJECTS ABOUT 2 INCHES.  IT IS 242 FEET NORTH OF THE CENTER OF
 HQ0081'A TRACK ROAD.
 HQ0081'
 HQ0081'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION STATION
 HQ0081'23-14.
 HQ0081
 HQ0081                          STATION RECOVERY (1968)
 HQ0081
 HQ0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0081'AT TONOPAH TEST RANGE.
 HQ0081'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0081'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0081'RANGE HEADQUARTERS 4 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0081'GATE, WHICH IS CALLED POINT ABLE, AND ABOUT HALF-WAY BETWEEN
 HQ0081'CAMERA BUILDINGS 23-12 AND 23-14.  SET IN THE TOP OF A ROUND
 HQ0081'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  242 FEET NORTH OF
 HQ0081'THE CENTER OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0080 ***********************************************************************
 HQ0080  DESIGNATION -  23 12 TB 5
 HQ0080  PID         -  HQ0080
 HQ0080  STATE/COUNTY-  NV/NYE
 HQ0080  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0080
 HQ0080                         *CURRENT SURVEY CONTROL
 HQ0080  ___________________________________________________________________
 HQ0080* NAD 83(1994)-  37 49 54.82934(N)    116 42 54.90073(W)     ADJUSTED  
 HQ0080* NAVD 88     -      1629.089  (meters)    5344.77   (feet)  ADJUSTED  
 HQ0080  ___________________________________________________________________
 HQ0080  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 HQ0080  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0080  DYNAMIC HT  -        1627.267 (meters)    5338.79  (feet)  COMP
 HQ0080  MODELED GRAV-     979,454.0   (mgal)                       NAVD 88
 HQ0080
 HQ0080  HORZ ORDER  -  SECOND
 HQ0080  VERT ORDER  -  FIRST     CLASS II
 HQ0080
 HQ0080.The horizontal coordinates were established by classical geodetic methods
 HQ0080.and adjusted by the National Geodetic Survey in June 1998..
 HQ0080
 HQ0080.The orthometric height was determined by differential leveling
 HQ0080.and adjusted by the National Geodetic Survey in June 1991..
 HQ0080
 HQ0080.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0080
 HQ0080.The geoid height was determined by GEOID03.
 HQ0080
 HQ0080.The dynamic height is computed by dividing the NAVD 88
 HQ0080.geopotential number by the normal gravity value computed on the
 HQ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0080.degrees latitude (g = 980.6199 gals.).
 HQ0080
 HQ0080.The modeled gravity was interpolated from observed gravity values.
 HQ0080
 HQ0080;                    North         East     Units Scale Factor Converg.
 HQ0080;SPC NV C     - 6,341,948.034   495,723.494   MT  0.99990023   -0 01 47.3
 HQ0080;SPC NV C     -20,806,874.51  1,626,386.16   sFT  0.99990023   -0 01 47.3
 HQ0080;UTM  11      - 4,187,202.104   525,057.257   MT  0.99960773   +0 10 28.7
 HQ0080
 HQ0080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0080!SPC NV C     -   0.99974839  x   0.99990023  =   0.99964865
 HQ0080!UTM  11      -   0.99974839  x   0.99960773  =   0.99935622
 HQ0080
 HQ0080                          SUPERSEDED SURVEY CONTROL
 HQ0080
 HQ0080  NAD 83(1986)-  37 49 54.82602(N)    116 42 54.90888(W) AD(       ) 2
 HQ0080  NAD 27      -  37 49 55.05131(N)    116 42 51.68373(W) AD(       ) 2
 HQ0080  NGVD 29 (07/19/86) 1627.98   (m)         5341.1    (f) LEVELING    3  
 HQ0080
 HQ0080.Superseded values are not recommended for survey control.
 HQ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0080.See file dsdata.txt to determine how the superseded data were derived.
 HQ0080
 HQ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2505787202(NAD 83)
 HQ0080_MARKER: DE = TRAVERSE STATION DISK
 HQ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0080_STAMPING: 23-12 TB 5 1968
 HQ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0080+STABILITY: SURFACE MOTION
 HQ0080
 HQ0080  HISTORY     - Date     Condition        Report By
 HQ0080  HISTORY     - 1968     MONUMENTED       CGS
 HQ0080  HISTORY     - 1968     GOOD             CGS
 HQ0080
 HQ0080                          STATION DESCRIPTION
 HQ0080
 HQ0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0080'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0080'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0080'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4-1/2 MILES SOUTHEAST
 HQ0080'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AND ABOUT
 HQ0080'HALF-WAY BETWEEN CAMERA BUILDINGS 23-12 AND 23-14.
 HQ0080'
 HQ0080'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-12 TB
 HQ0080'5 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HQ0080'ABOUT 2 INCHES.  IT IS 346 FEET NORTH OF THE CENTER OF A TRACK
 HQ0080'ROAD.
 HQ0080'
 HQ0080'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0080'STATION 23-14.
 HQ0080
 HQ0080                          STATION RECOVERY (1968)
 HQ0080
 HQ0080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0080'AT TONOPAH TEST RANGE.
 HQ0080'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT
 HQ0080'30 MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0080'RANGE HEADQUARTERS, 4 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0080'GATE, WHICH IS CALLED POINT ABLE, AND ABOUT HALF-WAY BETWEEN
 HQ0080'CAMERA BUILDINGS 23-12 AND 23-14.  SET IN THE TOP OF A ROUND
 HQ0080'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  346 FEET NORTH
 HQ0080'OF THE CENTER OF A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0677 ***********************************************************************
 HQ0677  DESIGNATION -  23 13
 HQ0677  PID         -  HQ0677
 HQ0677  STATE/COUNTY-  NV/NYE
 HQ0677  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0677
 HQ0677                         *CURRENT SURVEY CONTROL
 HQ0677  ___________________________________________________________________
 HQ0677* NAD 83(1986)-  37 49 54.     (N)    116 42 47.     (W)     SCALED    
 HQ0677* NAVD 88     -      1631.135  (meters)    5351.48   (feet)  ADJUSTED  
 HQ0677  ___________________________________________________________________
 HQ0677  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0677  DYNAMIC HT  -        1629.310 (meters)    5345.49  (feet)  COMP
 HQ0677  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 HQ0677
 HQ0677  VERT ORDER  -  FIRST     CLASS II
 HQ0677
 HQ0677.The horizontal coordinates were scaled from a topographic map and have
 HQ0677.an estimated accuracy of +/- 6 seconds.
 HQ0677
 HQ0677.The orthometric height was determined by differential leveling
 HQ0677.and adjusted by the National Geodetic Survey in June 1991..
 HQ0677
 HQ0677.The geoid height was determined by GEOID03.
 HQ0677
 HQ0677.The dynamic height is computed by dividing the NAVD 88
 HQ0677.geopotential number by the normal gravity value computed on the
 HQ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0677.degrees latitude (g = 980.6199 gals.).
 HQ0677
 HQ0677.The modeled gravity was interpolated from observed gravity values.
 HQ0677
 HQ0677;                    North         East    Units  Estimated Accuracy
 HQ0677;SPC NV C     - 6,341,920.      495,920.      MT  (+/- 180 meters Scaled)
 HQ0677
 HQ0677                          SUPERSEDED SURVEY CONTROL
 HQ0677
 HQ0677.No superseded survey control is available for this station.
 HQ0677
 HQ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB252871(NAD 83)
 HQ0677_MARKER: Z = SEE DESCRIPTION
 HQ0677_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0677_SP_SET: FLOOR
 HQ0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0677
 HQ0677  HISTORY     - Date     Condition        Report By
 HQ0677  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0677  HISTORY     - 1968     GOOD             NGS
 HQ0677
 HQ0677                          STATION DESCRIPTION
 HQ0677
 HQ0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0677'AT TONOPAH TEST RANGE.
 HQ0677'THE TOP OF A 3/4-INCH BRASS PLUG SET IN THE CONCRETE FLOOR
 HQ0677'UNDER THE CENTER OF A HAND TRACKING INSTRUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0678 ***********************************************************************
 HQ0678  DESIGNATION -  23 14
 HQ0678  PID         -  HQ0678
 HQ0678  STATE/COUNTY-  NV/NYE
 HQ0678  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0678
 HQ0678                         *CURRENT SURVEY CONTROL
 HQ0678  ___________________________________________________________________
 HQ0678* NAD 83(1986)-  37 49 51.     (N)    116 43 04.     (W)     SCALED    
 HQ0678* NAVD 88     -      1629.427  (meters)    5345.88   (feet)  ADJUSTED  
 HQ0678  ___________________________________________________________________
 HQ0678  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0678  DYNAMIC HT  -        1627.604 (meters)    5339.90  (feet)  COMP
 HQ0678  MODELED GRAV-     979,454.0   (mgal)                       NAVD 88
 HQ0678
 HQ0678  VERT ORDER  -  FIRST     CLASS II
 HQ0678
 HQ0678.The horizontal coordinates were scaled from a topographic map and have
 HQ0678.an estimated accuracy of +/- 6 seconds.
 HQ0678
 HQ0678.The orthometric height was determined by differential leveling
 HQ0678.and adjusted by the National Geodetic Survey in June 1991..
 HQ0678
 HQ0678.The geoid height was determined by GEOID03.
 HQ0678
 HQ0678.The dynamic height is computed by dividing the NAVD 88
 HQ0678.geopotential number by the normal gravity value computed on the
 HQ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0678.degrees latitude (g = 980.6199 gals.).
 HQ0678
 HQ0678.The modeled gravity was interpolated from observed gravity values.
 HQ0678
 HQ0678;                    North         East    Units  Estimated Accuracy
 HQ0678;SPC NV C     - 6,341,830.      495,500.      MT  (+/- 180 meters Scaled)
 HQ0678
 HQ0678                          SUPERSEDED SURVEY CONTROL
 HQ0678
 HQ0678.No superseded survey control is available for this station.
 HQ0678
 HQ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB248870(NAD 83)
 HQ0678_MARKER: Z = SEE DESCRIPTION
 HQ0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0678_SP_SET: FLOOR
 HQ0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0678
 HQ0678  HISTORY     - Date     Condition        Report By
 HQ0678  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0678  HISTORY     - 1968     GOOD             NGS
 HQ0678
 HQ0678                          STATION DESCRIPTION
 HQ0678
 HQ0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0678'AT TONOPAH TEST RANGE.
 HQ0678'THE TOP OF A 3/4-INCH BRASS PLUG SET IN THE CONCRETE FLOOR UNDER
 HQ0678'THE CENTER OF A HAND TRACKING INSTRUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0090 ***********************************************************************
 HQ0090  DESIGNATION -  23 18 TB 1
 HQ0090  PID         -  HQ0090
 HQ0090  STATE/COUNTY-  NV/NYE
 HQ0090  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0090
 HQ0090                         *CURRENT SURVEY CONTROL
 HQ0090  ___________________________________________________________________
 HQ0090* NAD 83(1994)-  37 50 38.97419(N)    116 43 09.95117(W)     ADJUSTED  
 HQ0090* NAVD 88     -      1626.035  (meters)    5334.75   (feet)  ADJUSTED  
 HQ0090  ___________________________________________________________________
 HQ0090  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 HQ0090  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0090  DYNAMIC HT  -        1624.219 (meters)    5328.79  (feet)  COMP
 HQ0090  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 HQ0090
 HQ0090  HORZ ORDER  -  SECOND
 HQ0090  VERT ORDER  -  FIRST     CLASS II
 HQ0090
 HQ0090.The horizontal coordinates were established by classical geodetic methods
 HQ0090.and adjusted by the National Geodetic Survey in June 1998..
 HQ0090
 HQ0090.The orthometric height was determined by differential leveling
 HQ0090.and adjusted by the National Geodetic Survey in June 1991..
 HQ0090
 HQ0090.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0090
 HQ0090.The geoid height was determined by GEOID03.
 HQ0090
 HQ0090.The dynamic height is computed by dividing the NAVD 88
 HQ0090.geopotential number by the normal gravity value computed on the
 HQ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0090.degrees latitude (g = 980.6199 gals.).
 HQ0090
 HQ0090.The modeled gravity was interpolated from observed gravity values.
 HQ0090
 HQ0090;                    North         East     Units Scale Factor Converg.
 HQ0090;SPC NV C     - 6,343,309.150   495,356.263   MT  0.99990027   -0 01 56.5
 HQ0090;SPC NV C     -20,811,340.10  1,625,181.34   sFT  0.99990027   -0 01 56.5
 HQ0090;UTM  11      - 4,188,561.503   524,685.281   MT  0.99960751   +0 10 19.7
 HQ0090
 HQ0090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0090!SPC NV C     -   0.99974887  x   0.99990027  =   0.99964916
 HQ0090!UTM  11      -   0.99974887  x   0.99960751  =   0.99935648
 HQ0090
 HQ0090                          SUPERSEDED SURVEY CONTROL
 HQ0090
 HQ0090  NAD 83(1986)-  37 50 38.97088(N)    116 43 09.95930(W) AD(       ) 2
 HQ0090  NAD 27      -  37 50 39.19702(N)    116 43 06.73281(W) AD(       ) 2
 HQ0090  NGVD 29 (07/19/86) 1624.93   (m)         5331.1    (f) LEVELING    3  
 HQ0090
 HQ0090.Superseded values are not recommended for survey control.
 HQ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0090.See file dsdata.txt to determine how the superseded data were derived.
 HQ0090
 HQ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2468588562(NAD 83)
 HQ0090_MARKER: DE = TRAVERSE STATION DISK
 HQ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0090_STAMPING: 23-18 TB 1 1968
 HQ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0090+STABILITY: SURFACE MOTION
 HQ0090
 HQ0090  HISTORY     - Date     Condition        Report By
 HQ0090  HISTORY     - 1968     MONUMENTED       CGS
 HQ0090  HISTORY     - 1968     GOOD             CGS
 HQ0090
 HQ0090                          STATION DESCRIPTION
 HQ0090
 HQ0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0090'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0090'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4-1/2 MILES
 HQ0090'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF
 HQ0090'THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY
 HQ0090'LAKE BED KNOWN AS MAIN LAKE.
 HQ0090'
 HQ0090'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-18
 HQ0090'TB 1 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0090'PROJECTS ABOUT 2 INCHES.  IT IS ABOUT 300 FEET SOUTHEAST OF CZR
 HQ0090'CAMERA BUILDING NUMBER 23-18.
 HQ0090'
 HQ0090'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0090'STATION 23-0.
 HQ0090
 HQ0090                          STATION RECOVERY (1968)
 HQ0090
 HQ0090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0090'AT TONOPAH TEST RANGE.
 HQ0090'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0090'MILES SOUTHEAST OF TONOPAH, 4 1/2 MILES NORTHEAST OF THE TEST
 HQ0090'RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH GUARD GATE,
 HQ0090'WHICH IS CALLED POINT ABLE, ON A DRY LAKE BED KNOWN AS MAIN
 HQ0090'LAKE.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HQ0090'ABOUT 2 INCHES.  IT IS ABOUT 300 FEET SOUTHEAST OF CZR CAMERA
 HQ0090'BUILDING NUMBER 23-18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0091 ***********************************************************************
 HQ0091  DESIGNATION -  23 18 TB 2
 HQ0091  PID         -  HQ0091
 HQ0091  STATE/COUNTY-  NV/NYE
 HQ0091  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0091
 HQ0091                         *CURRENT SURVEY CONTROL
 HQ0091  ___________________________________________________________________
 HQ0091* NAD 83(1994)-  37 50 39.14372(N)    116 43 10.45517(W)     ADJUSTED  
 HQ0091* NAVD 88     -      1626.081  (meters)    5334.90   (feet)  ADJUSTED  
 HQ0091  ___________________________________________________________________
 HQ0091  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 HQ0091  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0091  DYNAMIC HT  -        1624.265 (meters)    5328.94  (feet)  COMP
 HQ0091  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 HQ0091
 HQ0091  HORZ ORDER  -  SECOND
 HQ0091  VERT ORDER  -  FIRST     CLASS II
 HQ0091
 HQ0091.The horizontal coordinates were established by classical geodetic methods
 HQ0091.and adjusted by the National Geodetic Survey in June 1998..
 HQ0091
 HQ0091.The orthometric height was determined by differential leveling
 HQ0091.and adjusted by the National Geodetic Survey in June 1991..
 HQ0091
 HQ0091.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0091
 HQ0091.The geoid height was determined by GEOID03.
 HQ0091
 HQ0091.The dynamic height is computed by dividing the NAVD 88
 HQ0091.geopotential number by the normal gravity value computed on the
 HQ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0091.degrees latitude (g = 980.6199 gals.).
 HQ0091
 HQ0091.The modeled gravity was interpolated from observed gravity values.
 HQ0091
 HQ0091;                    North         East     Units Scale Factor Converg.
 HQ0091;SPC NV C     - 6,343,314.383   495,343.945   MT  0.99990027   -0 01 56.8
 HQ0091;SPC NV C     -20,811,357.27  1,625,140.93   sFT  0.99990027   -0 01 56.8
 HQ0091;UTM  11      - 4,188,566.691   524,672.947   MT  0.99960750   +0 10 19.4
 HQ0091
 HQ0091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0091!SPC NV C     -   0.99974886  x   0.99990027  =   0.99964916
 HQ0091!UTM  11      -   0.99974886  x   0.99960750  =   0.99935646
 HQ0091
 HQ0091                          SUPERSEDED SURVEY CONTROL
 HQ0091
 HQ0091  NAD 83(1986)-  37 50 39.14041(N)    116 43 10.46330(W) AD(       ) 2
 HQ0091  NAD 27      -  37 50 39.36659(N)    116 43 07.23691(W) AD(       ) 2
 HQ0091  NGVD 29 (07/19/86) 1624.98   (m)         5331.3    (f) LEVELING    3  
 HQ0091
 HQ0091.Superseded values are not recommended for survey control.
 HQ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0091.See file dsdata.txt to determine how the superseded data were derived.
 HQ0091
 HQ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2467388567(NAD 83)
 HQ0091_MARKER: DE = TRAVERSE STATION DISK
 HQ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0091_STAMPING: 23-18 TB 2 1968
 HQ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0091+STABILITY: SURFACE MOTION
 HQ0091
 HQ0091  HISTORY     - Date     Condition        Report By
 HQ0091  HISTORY     - 1968     MONUMENTED       CGS
 HQ0091  HISTORY     - 1968     GOOD             CGS
 HQ0091
 HQ0091                          STATION DESCRIPTION
 HQ0091
 HQ0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0091'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0091'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4-1/2 MILES
 HQ0091'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST
 HQ0091'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY
 HQ0091'LAKE BED KNOWN AS MAIN LAKE.
 HQ0091'
 HQ0091'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-18
 HQ0091'TB 2 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0091'PROJECTS ABOUT 3 INCHES.  IT IS ABOUT 300 FEET SOUTHEAST OF CZR
 HQ0091'CAMERA BUILDING NUMBER 23-18.
 HQ0091'
 HQ0091'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0091'STATION 23-0.
 HQ0091
 HQ0091                          STATION RECOVERY (1968)
 HQ0091
 HQ0091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0091'AT TONOPAH TEST RANGE.
 HQ0091'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0091'MILES SOUTHEAST OF TONOPAH.  4 1/2 MILES NORTHEAST OF THE TEST
 HQ0091'RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH GUARD GATE,
 HQ0091'WHICH IS CALLED POINT ABLE, ON A DRY LAKE BED KNOWN AS MAIN
 HQ0091'LAKE.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HQ0091'ABOUT 3 INCHES.  300 FEET SOUTHEAST OF CZR CAMERA BUILDING
 HQ0091'NUMBER 23-18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0092 ***********************************************************************
 HQ0092  DESIGNATION -  23 18 TB 3
 HQ0092  PID         -  HQ0092
 HQ0092  STATE/COUNTY-  NV/NYE
 HQ0092  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0092
 HQ0092                         *CURRENT SURVEY CONTROL
 HQ0092  ___________________________________________________________________
 HQ0092* NAD 83(1994)-  37 50 39.31354(N)    116 43 10.95975(W)     ADJUSTED  
 HQ0092* NAVD 88     -      1626.071  (meters)    5334.87   (feet)  ADJUSTED  
 HQ0092  ___________________________________________________________________
 HQ0092  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 HQ0092  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0092  DYNAMIC HT  -        1624.255 (meters)    5328.91  (feet)  COMP
 HQ0092  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 HQ0092
 HQ0092  HORZ ORDER  -  SECOND
 HQ0092  VERT ORDER  -  FIRST     CLASS II
 HQ0092
 HQ0092.The horizontal coordinates were established by classical geodetic methods
 HQ0092.and adjusted by the National Geodetic Survey in June 1998..
 HQ0092
 HQ0092.The orthometric height was determined by differential leveling
 HQ0092.and adjusted by the National Geodetic Survey in June 1991..
 HQ0092
 HQ0092.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0092
 HQ0092.The geoid height was determined by GEOID03.
 HQ0092
 HQ0092.The dynamic height is computed by dividing the NAVD 88
 HQ0092.geopotential number by the normal gravity value computed on the
 HQ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0092.degrees latitude (g = 980.6199 gals.).
 HQ0092
 HQ0092.The modeled gravity was interpolated from observed gravity values.
 HQ0092
 HQ0092;                    North         East     Units Scale Factor Converg.
 HQ0092;SPC NV C     - 6,343,319.626   495,331.613   MT  0.99990027   -0 01 57.2
 HQ0092;SPC NV C     -20,811,374.47  1,625,100.47   sFT  0.99990027   -0 01 57.2
 HQ0092;UTM  11      - 4,188,571.887   524,660.600   MT  0.99960749   +0 10 19.1
 HQ0092
 HQ0092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0092!SPC NV C     -   0.99974886  x   0.99990027  =   0.99964916
 HQ0092!UTM  11      -   0.99974886  x   0.99960749  =   0.99935645
 HQ0092
 HQ0092|---------------------------------------------------------------------|
 HQ0092| PID    Reference Object                     Distance      Geod. Az  |
 HQ0092|                                                           dddmmss.s |
 HQ0092| HQ0090 23 18 TB 1                           26.787 METERS 11259     |
 HQ0092| HQ0091 23 18 TB 2                           13.402 METERS 11300     |
 HQ0092| HQ0057 STATION 23 0                        APPROX. 0.6 KM 1584049.3 |
 HQ0092| HQ0094 23 18 TB 5                           26.783 METERS 29259     |
 HQ0092| HQ0093 23 18 TB 4                           13.393 METERS 29301     |
 HQ0092|---------------------------------------------------------------------|
 HQ0092
 HQ0092                          SUPERSEDED SURVEY CONTROL
 HQ0092
 HQ0092  NAD 83(1986)-  37 50 39.31023(N)    116 43 10.96788(W) AD(       ) 2
 HQ0092  NAD 27      -  37 50 39.53641(N)    116 43 07.74146(W) AD(       ) 2
 HQ0092  NGVD 29 (07/19/86) 1624.97   (m)         5331.3    (f) LEVELING    3  
 HQ0092
 HQ0092.Superseded values are not recommended for survey control.
 HQ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0092.See file dsdata.txt to determine how the superseded data were derived.
 HQ0092
 HQ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2466188572(NAD 83)
 HQ0092_MARKER: DE = TRAVERSE STATION DISK
 HQ0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0092_STAMPING: 23-18 TB 3 1968
 HQ0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0092+STABILITY: SURFACE MOTION
 HQ0092
 HQ0092  HISTORY     - Date     Condition        Report By
 HQ0092  HISTORY     - 1968     MONUMENTED       CGS
 HQ0092  HISTORY     - 1968     GOOD             CGS
 HQ0092
 HQ0092                          STATION DESCRIPTION
 HQ0092
 HQ0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0092'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0092'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4-1/2 MILES
 HQ0092'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST
 HQ0092'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY
 HQ0092'LAKE BED KNOWN AS MAIN LAKE.
 HQ0092'
 HQ0092'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-18
 HQ0092'TB 3 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0092'PROJECTS ABOUT 3 INCHES.  IT IS ABOUT 300 FEET SOUTHEAST OF
 HQ0092'CZR CAMERA BUILDING NUMBER 23-18.
 HQ0092'
 HQ0092'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0092'STATION 23-0.
 HQ0092
 HQ0092                          STATION RECOVERY (1968)
 HQ0092
 HQ0092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0092'AT TONOPAH TEST RANGE.
 HQ0092'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0092'MILES SOUTHEAST OF TONOPAH, 4 1/2 MILES NORTHEAST OF THE TEST
 HQ0092'RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH GUARD GATE,
 HQ0092'WHICH IS CALLED POINT ABLE, ON A DRY LAKE BED KNOWN AS MAIN
 HQ0092'LAKE.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HQ0092'ABOUT 3 INCHES.  300 FEET SOUTHEAST OF CZR CAMERA BUILDING
 HQ0092'NUMBER 23-18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0093 ***********************************************************************
 HQ0093  DESIGNATION -  23 18 TB 4
 HQ0093  PID         -  HQ0093
 HQ0093  STATE/COUNTY-  NV/NYE
 HQ0093  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0093
 HQ0093                         *CURRENT SURVEY CONTROL
 HQ0093  ___________________________________________________________________
 HQ0093* NAD 83(1994)-  37 50 39.48333(N)    116 43 11.46394(W)     ADJUSTED  
 HQ0093* NAVD 88     -      1626.028  (meters)    5334.73   (feet)  ADJUSTED  
 HQ0093  ___________________________________________________________________
 HQ0093  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 HQ0093  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0093  DYNAMIC HT  -        1624.212 (meters)    5328.77  (feet)  COMP
 HQ0093  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 HQ0093
 HQ0093  HORZ ORDER  -  SECOND
 HQ0093  VERT ORDER  -  FIRST     CLASS II
 HQ0093
 HQ0093.The horizontal coordinates were established by classical geodetic methods
 HQ0093.and adjusted by the National Geodetic Survey in June 1998..
 HQ0093
 HQ0093.The orthometric height was determined by differential leveling
 HQ0093.and adjusted by the National Geodetic Survey in June 1991..
 HQ0093
 HQ0093.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0093
 HQ0093.The geoid height was determined by GEOID03.
 HQ0093
 HQ0093.The dynamic height is computed by dividing the NAVD 88
 HQ0093.geopotential number by the normal gravity value computed on the
 HQ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0093.degrees latitude (g = 980.6199 gals.).
 HQ0093
 HQ0093.The modeled gravity was interpolated from observed gravity values.
 HQ0093
 HQ0093;                    North         East     Units Scale Factor Converg.
 HQ0093;SPC NV C     - 6,343,324.867   495,319.290   MT  0.99990027   -0 01 57.5
 HQ0093;SPC NV C     -20,811,391.67  1,625,060.04   sFT  0.99990027   -0 01 57.5
 HQ0093;UTM  11      - 4,188,577.083   524,648.262   MT  0.99960748   +0 10 18.8
 HQ0093
 HQ0093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0093!SPC NV C     -   0.99974887  x   0.99990027  =   0.99964917
 HQ0093!UTM  11      -   0.99974887  x   0.99960748  =   0.99935645
 HQ0093
 HQ0093                          SUPERSEDED SURVEY CONTROL
 HQ0093
 HQ0093  NAD 83(1986)-  37 50 39.48002(N)    116 43 11.47206(W) AD(       ) 2
 HQ0093  NAD 27      -  37 50 39.70624(N)    116 43 08.24572(W) AD(       ) 2
 HQ0093  NGVD 29 (07/19/86) 1624.92   (m)         5331.1    (f) LEVELING    3  
 HQ0093
 HQ0093.Superseded values are not recommended for survey control.
 HQ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0093.See file dsdata.txt to determine how the superseded data were derived.
 HQ0093
 HQ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2464888577(NAD 83)
 HQ0093_MARKER: DE = TRAVERSE STATION DISK
 HQ0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0093_STAMPING: 23-18 TB 4 1968
 HQ0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0093+STABILITY: SURFACE MOTION
 HQ0093
 HQ0093  HISTORY     - Date     Condition        Report By
 HQ0093  HISTORY     - 1968     MONUMENTED       CGS
 HQ0093  HISTORY     - 1968     GOOD             CGS
 HQ0093
 HQ0093                          STATION DESCRIPTION
 HQ0093
 HQ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0093'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0093'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4-1/2 MILES
 HQ0093'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST
 HQ0093'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY
 HQ0093'LAKE BED KNOWN AS MAIN LAKE.
 HQ0093'
 HQ0093'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-18
 HQ0093'TB 4 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0093'PROJECTS ABOUT 1 INCH.  IT IS ABOUT 300 FEET SOUTHEAST OF
 HQ0093'CZR CAMERA BUILDING NUMBER 23-18.
 HQ0093'
 HQ0093'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0093'STATION 23-0.
 HQ0093
 HQ0093                          STATION RECOVERY (1968)
 HQ0093
 HQ0093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0093'AT TONOPAH TEST RANGE.
 HQ0093'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0093'MILES SOUTHEAST OF TONOPAH, 4 1/2 MILES NORTHEAST OF THE TEST
 HQ0093'RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH GUARD GATE,
 HQ0093'WHICH IS CALLED POINT ABLE, ON A DRY LAKE BED KNOWN AS MAIN
 HQ0093'LAKE.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HQ0093'ABOUT 1 INCH.  IT IS ABOUT 300 FEET SOUTHEAST OF CZR CAMERA
 HQ0093'BUILDING NUMBER 23-18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0094 ***********************************************************************
 HQ0094  DESIGNATION -  23 18 TB 5
 HQ0094  PID         -  HQ0094
 HQ0094  STATE/COUNTY-  NV/NYE
 HQ0094  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0094
 HQ0094                         *CURRENT SURVEY CONTROL
 HQ0094  ___________________________________________________________________
 HQ0094* NAD 83(1994)-  37 50 39.65276(N)    116 43 11.96824(W)     ADJUSTED  
 HQ0094* NAVD 88     -      1626.100  (meters)    5334.96   (feet)  ADJUSTED  
 HQ0094  ___________________________________________________________________
 HQ0094  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 HQ0094  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0094  DYNAMIC HT  -        1624.284 (meters)    5329.01  (feet)  COMP
 HQ0094  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 HQ0094
 HQ0094  HORZ ORDER  -  SECOND
 HQ0094  VERT ORDER  -  FIRST     CLASS II
 HQ0094
 HQ0094.The horizontal coordinates were established by classical geodetic methods
 HQ0094.and adjusted by the National Geodetic Survey in June 1998..
 HQ0094
 HQ0094.The orthometric height was determined by differential leveling
 HQ0094.and adjusted by the National Geodetic Survey in June 1991..
 HQ0094
 HQ0094.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0094
 HQ0094.The geoid height was determined by GEOID03.
 HQ0094
 HQ0094.The dynamic height is computed by dividing the NAVD 88
 HQ0094.geopotential number by the normal gravity value computed on the
 HQ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0094.degrees latitude (g = 980.6199 gals.).
 HQ0094
 HQ0094.The modeled gravity was interpolated from observed gravity values.
 HQ0094
 HQ0094;                    North         East     Units Scale Factor Converg.
 HQ0094;SPC NV C     - 6,343,330.097   495,306.964   MT  0.99990027   -0 01 57.8
 HQ0094;SPC NV C     -20,811,408.83  1,625,019.60   sFT  0.99990027   -0 01 57.8
 HQ0094;UTM  11      - 4,188,582.268   524,635.921   MT  0.99960748   +0 10 18.4
 HQ0094
 HQ0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0094!SPC NV C     -   0.99974886  x   0.99990027  =   0.99964915
 HQ0094!UTM  11      -   0.99974886  x   0.99960748  =   0.99935644
 HQ0094
 HQ0094                          SUPERSEDED SURVEY CONTROL
 HQ0094
 HQ0094  NAD 83(1986)-  37 50 39.64945(N)    116 43 11.97637(W) AD(       ) 2
 HQ0094  NAD 27      -  37 50 39.87568(N)    116 43 08.75000(W) AD(       ) 2
 HQ0094  NGVD 29 (07/19/86) 1625.00   (m)         5331.4    (f) LEVELING    3  
 HQ0094
 HQ0094.Superseded values are not recommended for survey control.
 HQ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0094.See file dsdata.txt to determine how the superseded data were derived.
 HQ0094
 HQ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2463688582(NAD 83)
 HQ0094_MARKER: DE = TRAVERSE STATION DISK
 HQ0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0094_STAMPING: 23-18 TB 5 1968
 HQ0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0094+STABILITY: SURFACE MOTION
 HQ0094
 HQ0094  HISTORY     - Date     Condition        Report By
 HQ0094  HISTORY     - 1968     MONUMENTED       CGS
 HQ0094  HISTORY     - 1968     GOOD             CGS
 HQ0094
 HQ0094                          STATION DESCRIPTION
 HQ0094
 HQ0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0094'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0094'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4-1/2 MILES
 HQ0094'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST
 HQ0094'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY
 HQ0094'LAKE KNOWN AS MAIN LAKE.
 HQ0094'
 HQ0094'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-18
 HQ0094'TB 5 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 HQ0094'FLUSH.  IT IS ABOUT 300 FEET SOUTHEAST OF CZR CAMERA BUILDING
 HQ0094'NUMBER 23-18.
 HQ0094'
 HQ0094'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0094'STATION 23-0.
 HQ0094
 HQ0094                          STATION RECOVERY (1968)
 HQ0094
 HQ0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0094'AT TONOPAH TEST RANGE.
 HQ0094'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0094'MILES SOUTHEAST OF TONOPAH, 4 1/2 MILES NORTHEAST OF THE TEST
 HQ0094'RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH GUARD GATE,
 HQ0094'WHICH IS CALLED POINT ABLE, ON A DRY LAKE BED KNOWN AS MAIN
 HQ0094'LAKE.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.
 HQ0094'IT IS ABOUT 300 FEET SOUTHEAST OF CZR CAMERA BUILDING NUMBER
 HQ0094'23-18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0103 ***********************************************************************
 HQ0103  DESIGNATION -  23 21 TB 1
 HQ0103  PID         -  HQ0103
 HQ0103  STATE/COUNTY-  NV/NYE
 HQ0103  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0103
 HQ0103                         *CURRENT SURVEY CONTROL
 HQ0103  ___________________________________________________________________
 HQ0103* NAD 83(1986)-  37 50 37.     (N)    116 43 33.     (W)     SCALED    
 HQ0103* NAVD 88     -      1626.058  (meters)    5334.83   (feet)  ADJUSTED  
 HQ0103  ___________________________________________________________________
 HQ0103  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0103  DYNAMIC HT  -        1624.243 (meters)    5328.87  (feet)  COMP
 HQ0103  MODELED GRAV-     979,456.2   (mgal)                       NAVD 88
 HQ0103
 HQ0103  VERT ORDER  -  FIRST     CLASS II
 HQ0103
 HQ0103.The horizontal coordinates were scaled from a topographic map and have
 HQ0103.an estimated accuracy of +/- 6 seconds.
 HQ0103
 HQ0103.The orthometric height was determined by differential leveling
 HQ0103.and adjusted by the National Geodetic Survey in June 1991..
 HQ0103
 HQ0103.The geoid height was determined by GEOID03.
 HQ0103
 HQ0103.The dynamic height is computed by dividing the NAVD 88
 HQ0103.geopotential number by the normal gravity value computed on the
 HQ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0103.degrees latitude (g = 980.6199 gals.).
 HQ0103
 HQ0103.The modeled gravity was interpolated from observed gravity values.
 HQ0103
 HQ0103;                    North         East    Units  Estimated Accuracy
 HQ0103;SPC NV C     - 6,343,250.      494,790.      MT  (+/- 180 meters Scaled)
 HQ0103
 HQ0103                          SUPERSEDED SURVEY CONTROL
 HQ0103
 HQ0103.No superseded survey control is available for this station.
 HQ0103
 HQ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB241884(NAD 83)
 HQ0103_MARKER: DE = TRAVERSE STATION DISK
 HQ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0103_STAMPING: 23-21 TB 1 1968
 HQ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0103+STABILITY: SURFACE MOTION
 HQ0103
 HQ0103  HISTORY     - Date     Condition        Report By
 HQ0103  HISTORY     - 1968     MONUMENTED       CGS
 HQ0103
 HQ0103                          STATION DESCRIPTION
 HQ0103
 HQ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0103'AT TONOPAH TEST RANGE.
 HQ0103'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0103'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES NORTHEAST OF
 HQ0103'THE TEST RANGE HEADQUARTERS, 3 1/2 MILES SOUTHEAST OF THE NORTH
 HQ0103'GUARD GATE, WHICH IS CALLED POINT ABLE, ON THE DRY LAKE BED
 HQ0103'KNOWN AS MAIN LAKE.  SET IN THE TOP OF AROUND CONCRETE POST
 HQ0103'WHICH PROJECTS ABOUT 300 FEET SOUTH OF CZR CAMERA BUILDING
 HQ0103'NUMBER 23-21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1032 ***********************************************************************
 HQ1032  DESIGNATION -  23 21 TB 1
 HQ1032  PID         -  HQ1032
 HQ1032  STATE/COUNTY-  NV/NYE
 HQ1032  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ1032
 HQ1032                         *CURRENT SURVEY CONTROL
 HQ1032  ___________________________________________________________________
 HQ1032* NAD 83(1994)-  37 50 37.14673(N)    116 43 33.69004(W)     ADJUSTED  
 HQ1032* NAVD 88     -      1626.04   (+/-2cm)    5334.8    (feet)  VERTCON   
 HQ1032  ___________________________________________________________________
 HQ1032  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 HQ1032  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ1032
 HQ1032  HORZ ORDER  -  SECOND
 HQ1032  VERT ORDER  -  THIRD ? (See Below)
 HQ1032
 HQ1032.The horizontal coordinates were established by classical geodetic methods
 HQ1032.and adjusted by the National Geodetic Survey in June 1998..
 HQ1032
 HQ1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1032.The vertical order pertains to the NGVD 29 superseded value.
 HQ1032
 HQ1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1032
 HQ1032.The geoid height was determined by GEOID03.
 HQ1032
 HQ1032;                    North         East     Units Scale Factor Converg.
 HQ1032;SPC NV C     - 6,343,253.161   494,775.883   MT  0.99990034   -0 02 11.1
 HQ1032;SPC NV C     -20,811,156.41  1,623,277.21   sFT  0.99990034   -0 02 11.1
 HQ1032;UTM  11      - 4,188,503.459   524,105.274   MT  0.99960716   +0 10 05.1
 HQ1032
 HQ1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1032!SPC NV C     -   0.99974887  x   0.99990034  =   0.99964923
 HQ1032!UTM  11      -   0.99974887  x   0.99960716  =   0.99935613
 HQ1032
 HQ1032                          SUPERSEDED SURVEY CONTROL
 HQ1032
 HQ1032  NAD 83(1986)-  37 50 37.14342(N)    116 43 33.69818(W) AD(       ) 2
 HQ1032  NAD 27      -  37 50 37.36966(N)    116 43 30.47127(W) AD(       ) 2
 HQ1032  NGVD 29 (07/19/86) 1624.96   (m)         5331.2    (f) LEVELING    3  
 HQ1032
 HQ1032.Superseded values are not recommended for survey control.
 HQ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1032.See file dsdata.txt to determine how the superseded data were derived.
 HQ1032
 HQ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2410588503(NAD 83)
 HQ1032_MARKER: DE = TRAVERSE STATION DISK
 HQ1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ1032+STABILITY: SURFACE MOTION
 HQ1032
 HQ1032  HISTORY     - Date     Condition        Report By
 HQ1032  HISTORY     - 1968     MONUMENTED       CGS
 HQ1032
 HQ1032                          STATION DESCRIPTION
 HQ1032
 HQ1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ1032'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ1032'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES
 HQ1032'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 3-1/2 MILES SOUTHEAST
 HQ1032'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY
 HQ1032'LAKE BED KNOWN AS MAIN LAKE.
 HQ1032'
 HQ1032'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-21
 HQ1032'TB 1 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ1032'PROJECTS ABOUT 2 INCHES.  IT IS ABOUT 300 FEET SOUTH OF CZR
 HQ1032'CAMERA BUILDING NUMBER 23-21.
 HQ1032'
 HQ1032'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ1032'HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0102 ***********************************************************************
 HQ0102  DESIGNATION -  23 21 TB 2
 HQ0102  PID         -  HQ0102
 HQ0102  STATE/COUNTY-  NV/NYE
 HQ0102  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0102
 HQ0102                         *CURRENT SURVEY CONTROL
 HQ0102  ___________________________________________________________________
 HQ0102* NAD 83(1994)-  37 50 37.13267(N)    116 43 34.57446(W)     ADJUSTED  
 HQ0102* NAVD 88     -      1626.057  (meters)    5334.82   (feet)  ADJUSTED  
 HQ0102  ___________________________________________________________________
 HQ0102  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 HQ0102  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0102  DYNAMIC HT  -        1624.242 (meters)    5328.87  (feet)  COMP
 HQ0102  MODELED GRAV-     979,456.3   (mgal)                       NAVD 88
 HQ0102
 HQ0102  HORZ ORDER  -  SECOND
 HQ0102  VERT ORDER  -  FIRST     CLASS II
 HQ0102
 HQ0102.The horizontal coordinates were established by classical geodetic methods
 HQ0102.and adjusted by the National Geodetic Survey in June 1998..
 HQ0102
 HQ0102.The orthometric height was determined by differential leveling
 HQ0102.and adjusted by the National Geodetic Survey in June 1991..
 HQ0102
 HQ0102.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0102
 HQ0102.The geoid height was determined by GEOID03.
 HQ0102
 HQ0102.The dynamic height is computed by dividing the NAVD 88
 HQ0102.geopotential number by the normal gravity value computed on the
 HQ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0102.degrees latitude (g = 980.6199 gals.).
 HQ0102
 HQ0102.The modeled gravity was interpolated from observed gravity values.
 HQ0102
 HQ0102;                    North         East     Units Scale Factor Converg.
 HQ0102;SPC NV C     - 6,343,252.741   494,754.262   MT  0.99990034   -0 02 11.6
 HQ0102;SPC NV C     -20,811,155.03  1,623,206.27   sFT  0.99990034   -0 02 11.6
 HQ0102;UTM  11      - 4,188,502.963   524,083.660   MT  0.99960714   +0 10 04.6
 HQ0102
 HQ0102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0102!SPC NV C     -   0.99974887  x   0.99990034  =   0.99964923
 HQ0102!UTM  11      -   0.99974887  x   0.99960714  =   0.99935610
 HQ0102
 HQ0102                          SUPERSEDED SURVEY CONTROL
 HQ0102
 HQ0102  NAD 83(1986)-  37 50 37.12936(N)    116 43 34.58260(W) AD(       ) 2
 HQ0102  NAD 27      -  37 50 37.35561(N)    116 43 31.35567(W) AD(       ) 2
 HQ0102  NGVD 29 (07/19/86) 1624.96   (m)         5331.2    (f) LEVELING    3  
 HQ0102
 HQ0102.Superseded values are not recommended for survey control.
 HQ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0102.See file dsdata.txt to determine how the superseded data were derived.
 HQ0102
 HQ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2408488503(NAD 83)
 HQ0102_MARKER: DE = TRAVERSE STATION DISK
 HQ0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0102_STAMPING: 23-21 TB 2 1968
 HQ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0102+STABILITY: SURFACE MOTION
 HQ0102
 HQ0102  HISTORY     - Date     Condition        Report By
 HQ0102  HISTORY     - 1968     MONUMENTED       CGS
 HQ0102  HISTORY     - 1968     GOOD             CGS
 HQ0102
 HQ0102                          STATION DESCRIPTION
 HQ0102
 HQ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0102'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0102'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES
 HQ0102'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 3-1/2 MILES SOUTHEAST
 HQ0102'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY
 HQ0102'LAKE BED KNOWN AS MAIN LAKE.
 HQ0102'
 HQ0102'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-21
 HQ0102'TB 2 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HQ0102'ABOUT 3 INCHES.  IT IS ABOUT 300 FEET SOUTH OF CZR CAMERA
 HQ0102'BUILDING NUMBER 23-21.
 HQ0102'
 HQ0102'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0102'HARD TARGET.
 HQ0102
 HQ0102                          STATION RECOVERY (1968)
 HQ0102
 HQ0102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0102'AT TONOPAH TEST RANGE.
 HQ0102'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0102'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES NORTHEAST OF
 HQ0102'THE TEST RANGE HEADQUARTERS, 3 1/2 MILES SOUTHEAST OF THE NORTH
 HQ0102'GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY LAKE BED KNOWN
 HQ0102'AS MAIN LAKE.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0102'PROJECTS ABOUT 3 INCHES.  IT IS ABOUT 300 FEET SOUTH OF CZR
 HQ0102'CAMERA BUILDING NUMBER 23-21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0101 ***********************************************************************
 HQ0101  DESIGNATION -  23 21 TB 3
 HQ0101  PID         -  HQ0101
 HQ0101  STATE/COUNTY-  NV/NYE
 HQ0101  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0101
 HQ0101                         *CURRENT SURVEY CONTROL
 HQ0101  ___________________________________________________________________
 HQ0101* NAD 83(1994)-  37 50 37.11792(N)    116 43 35.45909(W)     ADJUSTED  
 HQ0101* NAVD 88     -      1626.043  (meters)    5334.78   (feet)  ADJUSTED  
 HQ0101  ___________________________________________________________________
 HQ0101  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 HQ0101  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0101  DYNAMIC HT  -        1624.228 (meters)    5328.82  (feet)  COMP
 HQ0101  MODELED GRAV-     979,456.3   (mgal)                       NAVD 88
 HQ0101
 HQ0101  HORZ ORDER  -  SECOND
 HQ0101  VERT ORDER  -  FIRST     CLASS II
 HQ0101
 HQ0101.The horizontal coordinates were established by classical geodetic methods
 HQ0101.and adjusted by the National Geodetic Survey in June 1998..
 HQ0101
 HQ0101.The orthometric height was determined by differential leveling
 HQ0101.and adjusted by the National Geodetic Survey in June 1991..
 HQ0101
 HQ0101.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0101
 HQ0101.The geoid height was determined by GEOID03.
 HQ0101
 HQ0101.The dynamic height is computed by dividing the NAVD 88
 HQ0101.geopotential number by the normal gravity value computed on the
 HQ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0101.degrees latitude (g = 980.6199 gals.).
 HQ0101
 HQ0101.The modeled gravity was interpolated from observed gravity values.
 HQ0101
 HQ0101;                    North         East     Units Scale Factor Converg.
 HQ0101;SPC NV C     - 6,343,252.300   494,732.635   MT  0.99990034   -0 02 12.2
 HQ0101;SPC NV C     -20,811,153.59  1,623,135.32   sFT  0.99990034   -0 02 12.2
 HQ0101;UTM  11      - 4,188,502.445   524,062.041   MT  0.99960713   +0 10 04.0
 HQ0101
 HQ0101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0101!SPC NV C     -   0.99974887  x   0.99990034  =   0.99964923
 HQ0101!UTM  11      -   0.99974887  x   0.99960713  =   0.99935610
 HQ0101
 HQ0101|---------------------------------------------------------------------|
 HQ0101| PID    Reference Object                     Distance      Geod. Az  |
 HQ0101|                                                           dddmmss.s |
 HQ0101| HQ0102 23 21 TB 2                           21.634 METERS 08848     |
 HQ0101| HQ1032 23 21 TB 1                           43.262 METERS 08849     |
 HQ0101| HQ0063 HARD TARGET                         APPROX. 1.1 KM 1821036.1 |
 HQ0101| HQ0100 23 21 TB 4                           21.624 METERS 26850     |
 HQ0101| HQ0099 23 21 TB 5                           43.252 METERS 26850     |
 HQ0101|---------------------------------------------------------------------|
 HQ0101
 HQ0101                          SUPERSEDED SURVEY CONTROL
 HQ0101
 HQ0101  NAD 83(1986)-  37 50 37.11461(N)    116 43 35.46722(W) AD(       ) 2
 HQ0101  NAD 27      -  37 50 37.34086(N)    116 43 32.24023(W) AD(       ) 2
 HQ0101  NGVD 29 (07/19/86) 1624.94   (m)         5331.2    (f) LEVELING    3  
 HQ0101
 HQ0101.Superseded values are not recommended for survey control.
 HQ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0101.See file dsdata.txt to determine how the superseded data were derived.
 HQ0101
 HQ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2406288502(NAD 83)
 HQ0101_MARKER: DE = TRAVERSE STATION DISK
 HQ0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0101_STAMPING: 23-21 TB 3 1968
 HQ0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0101+STABILITY: SURFACE MOTION
 HQ0101
 HQ0101  HISTORY     - Date     Condition        Report By
 HQ0101  HISTORY     - 1968     MONUMENTED       CGS
 HQ0101  HISTORY     - 1968     GOOD             CGS
 HQ0101
 HQ0101                          STATION DESCRIPTION
 HQ0101
 HQ0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0101'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0101'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES
 HQ0101'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 3-1/2 MILES SOUTHEAST
 HQ0101'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY
 HQ0101'LAKE BED KNOWN AS MAIN LAKE.
 HQ0101'
 HQ0101'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-21
 HQ0101'TB 3 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0101'PROJECTS ABOUT 2 INCHES.  IT IS ABOUT 300 FEET SOUTH OF CZR
 HQ0101'CAMERA BUILDING NUMBER 23-21.
 HQ0101'
 HQ0101'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0101'HARD TARGET.
 HQ0101
 HQ0101                          STATION RECOVERY (1968)
 HQ0101
 HQ0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0101'AT TONOPAH TEST RANGE.
 HQ0101'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0101'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES NORTHEAST OF
 HQ0101'THE TEST RANGE HEADQUARTERS, 3 1/2 MILES SOUTHEAST OF THE NORTH
 HQ0101'GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY LAKE BED KNOWN
 HQ0101'AS MAIN LAKE.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0101'PROJECTS ABOUT 2 INCHES.  IT IS ABOUT 300 FEET SOUTH OF CZR
 HQ0101'CAMERA BUILDING NUMBER 23-21.  NOTE-- A TRAVERSE CONNECTION
 HQ0101'WAS MADE TO TRIANGULATION STATION HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0100 ***********************************************************************
 HQ0100  DESIGNATION -  23 21 TB 4
 HQ0100  PID         -  HQ0100
 HQ0100  STATE/COUNTY-  NV/NYE
 HQ0100  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0100
 HQ0100                         *CURRENT SURVEY CONTROL
 HQ0100  ___________________________________________________________________
 HQ0100* NAD 83(1994)-  37 50 37.10358(N)    116 43 36.34334(W)     ADJUSTED  
 HQ0100* NAVD 88     -      1626.023  (meters)    5334.71   (feet)  ADJUSTED  
 HQ0100  ___________________________________________________________________
 HQ0100  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 HQ0100  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0100  DYNAMIC HT  -        1624.207 (meters)    5328.75  (feet)  COMP
 HQ0100  MODELED GRAV-     979,456.3   (mgal)                       NAVD 88
 HQ0100
 HQ0100  HORZ ORDER  -  SECOND
 HQ0100  VERT ORDER  -  FIRST     CLASS II
 HQ0100
 HQ0100.The horizontal coordinates were established by classical geodetic methods
 HQ0100.and adjusted by the National Geodetic Survey in June 1998..
 HQ0100
 HQ0100.The orthometric height was determined by differential leveling
 HQ0100.and adjusted by the National Geodetic Survey in June 1991..
 HQ0100
 HQ0100.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0100
 HQ0100.The geoid height was determined by GEOID03.
 HQ0100
 HQ0100.The dynamic height is computed by dividing the NAVD 88
 HQ0100.geopotential number by the normal gravity value computed on the
 HQ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0100.degrees latitude (g = 980.6199 gals.).
 HQ0100
 HQ0100.The modeled gravity was interpolated from observed gravity values.
 HQ0100
 HQ0100;                    North         East     Units Scale Factor Converg.
 HQ0100;SPC NV C     - 6,343,251.872   494,711.017   MT  0.99990034   -0 02 12.7
 HQ0100;SPC NV C     -20,811,152.18  1,623,064.39   sFT  0.99990034   -0 02 12.7
 HQ0100;UTM  11      - 4,188,501.940   524,040.432   MT  0.99960712   +0 10 03.5
 HQ0100
 HQ0100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0100!SPC NV C     -   0.99974887  x   0.99990034  =   0.99964924
 HQ0100!UTM  11      -   0.99974887  x   0.99960712  =   0.99935609
 HQ0100
 HQ0100                          SUPERSEDED SURVEY CONTROL
 HQ0100
 HQ0100  NAD 83(1986)-  37 50 37.10027(N)    116 43 36.35148(W) AD(       ) 2
 HQ0100  NAD 27      -  37 50 37.32653(N)    116 43 33.12449(W) AD(       ) 2
 HQ0100  NGVD 29 (07/19/86) 1624.92   (m)         5331.1    (f) LEVELING    3  
 HQ0100
 HQ0100.Superseded values are not recommended for survey control.
 HQ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0100.See file dsdata.txt to determine how the superseded data were derived.
 HQ0100
 HQ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2404088502(NAD 83)
 HQ0100_MARKER: DE = TRAVERSE STATION DISK
 HQ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0100_STAMPING: 23-21 TB 4 1968
 HQ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0100+STABILITY: SURFACE MOTION
 HQ0100
 HQ0100  HISTORY     - Date     Condition        Report By
 HQ0100  HISTORY     - 1968     MONUMENTED       CGS
 HQ0100  HISTORY     - 1968     GOOD             CGS
 HQ0100
 HQ0100                          STATION DESCRIPTION
 HQ0100
 HQ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0100'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0100'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES
 HQ0100'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 3-1/2 MILES SOUTHEAST
 HQ0100'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY
 HQ0100'LAKE BED KNOWN AS MAIN LAKE.
 HQ0100'
 HQ0100'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-21
 HQ0100'TB 4 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0100'PROJECTS ABOUT 2 INCHES.  IT IS ABOUT 300 FEET SOUTH OF CZR
 HQ0100'CAMERA BUILDING NUMBER 23-21.
 HQ0100'
 HQ0100'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0100'HARD TARGET.
 HQ0100
 HQ0100                          STATION RECOVERY (1968)
 HQ0100
 HQ0100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0100'AT TONOPAH TEST RANGE.
 HQ0100'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0100'MILES SOUTHEAST OF TONOPAH, 4 MILES NORTHEAST OF THE TEST RANGE
 HQ0100'HEADQUARTERS, 3 1/2 MILES SOUTHEAST OF THE NORTH GUARD GATE,
 HQ0100'WHICH IS CALLED POINT ABLE, ON A DRY LAKE BED KNOWN AS MAIN
 HQ0100'LAKE.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HQ0100'ABOUT 2 INCHES.  IT IS ABOUT 300 FEET SOUTH OF CZR CAMERA
 HQ0100'BUILDING NUMBER 23-21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0099 ***********************************************************************
 HQ0099  DESIGNATION -  23 21 TB 5
 HQ0099  PID         -  HQ0099
 HQ0099  STATE/COUNTY-  NV/NYE
 HQ0099  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0099
 HQ0099                         *CURRENT SURVEY CONTROL
 HQ0099  ___________________________________________________________________
 HQ0099* NAD 83(1994)-  37 50 37.08915(N)    116 43 37.22776(W)     ADJUSTED  
 HQ0099* NAVD 88     -      1626.011  (meters)    5334.67   (feet)  ADJUSTED  
 HQ0099  ___________________________________________________________________
 HQ0099  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 HQ0099  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0099  DYNAMIC HT  -        1624.195 (meters)    5328.71  (feet)  COMP
 HQ0099  MODELED GRAV-     979,456.3   (mgal)                       NAVD 88
 HQ0099
 HQ0099  HORZ ORDER  -  SECOND
 HQ0099  VERT ORDER  -  FIRST     CLASS II
 HQ0099
 HQ0099.The horizontal coordinates were established by classical geodetic methods
 HQ0099.and adjusted by the National Geodetic Survey in June 1998..
 HQ0099
 HQ0099.The orthometric height was determined by differential leveling
 HQ0099.and adjusted by the National Geodetic Survey in June 1991..
 HQ0099
 HQ0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0099
 HQ0099.The geoid height was determined by GEOID03.
 HQ0099
 HQ0099.The dynamic height is computed by dividing the NAVD 88
 HQ0099.geopotential number by the normal gravity value computed on the
 HQ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0099.degrees latitude (g = 980.6199 gals.).
 HQ0099
 HQ0099.The modeled gravity was interpolated from observed gravity values.
 HQ0099
 HQ0099;                    North         East     Units Scale Factor Converg.
 HQ0099;SPC NV C     - 6,343,251.441   494,689.395   MT  0.99990035   -0 02 13.3
 HQ0099;SPC NV C     -20,811,150.77  1,622,993.46   sFT  0.99990035   -0 02 13.3
 HQ0099;UTM  11      - 4,188,501.432   524,018.818   MT  0.99960711   +0 10 02.9
 HQ0099
 HQ0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0099!SPC NV C     -   0.99974887  x   0.99990035  =   0.99964925
 HQ0099!UTM  11      -   0.99974887  x   0.99960711  =   0.99935608
 HQ0099
 HQ0099                          SUPERSEDED SURVEY CONTROL
 HQ0099
 HQ0099  NAD 83(1986)-  37 50 37.08584(N)    116 43 37.23590(W) AD(       ) 2
 HQ0099  NAD 27      -  37 50 37.31210(N)    116 43 34.00888(W) AD(       ) 2
 HQ0099  NGVD 29 (07/19/86) 1624.91   (m)         5331.1    (f) LEVELING    3  
 HQ0099
 HQ0099.Superseded values are not recommended for survey control.
 HQ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0099.See file dsdata.txt to determine how the superseded data were derived.
 HQ0099
 HQ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2401988501(NAD 83)
 HQ0099_MARKER: DE = TRAVERSE STATION DISK
 HQ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0099_STAMPING: 23-21 TB 5 1968
 HQ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0099+STABILITY: SURFACE MOTION
 HQ0099
 HQ0099  HISTORY     - Date     Condition        Report By
 HQ0099  HISTORY     - 1968     MONUMENTED       CGS
 HQ0099  HISTORY     - 1968     GOOD             CGS
 HQ0099
 HQ0099                          STATION DESCRIPTION
 HQ0099
 HQ0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0099'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0099'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES
 HQ0099'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 3-1/2 MILES SOUTHEAST
 HQ0099'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A
 HQ0099'DRY LAKE BED KNOWN AS MAIN LAKE.
 HQ0099'
 HQ0099'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 23-21
 HQ0099'TB 5 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0099'PROJECTS ABOUT 2 INCHES.  IT IS ABOUT 300 FEET SOUTH OF CZR
 HQ0099'CAMERA BUILDING NUMBER 23-18.
 HQ0099'
 HQ0099'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0099'HARD TARGET.
 HQ0099
 HQ0099                          STATION RECOVERY (1968)
 HQ0099
 HQ0099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0099'AT TONOPAH TEST RANGE.
 HQ0099'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0099'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES NE OF THE
 HQ0099'TEST RANGE HEADQUARTERS, 3 1/2 MILES SOUTHEAST OF THE NORTH
 HQ0099'GUARD GATE, WHICH IS CALLED POINT ABLE, ON A DRY LAKE BED KNOWN
 HQ0099'AS MAIN LAKE.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0099'PROJECTS ABOUT 2 INCHES.  IT IS ABOUT 300 FEET SOUTH OF CZR
 HQ0099'CAMERA BUILDING NUMBER 23-18.  NOTE-- A TRAVERSE CONNECTION
 HQ0099'WAS MADE TO TRIANGULATION STATION HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0734 ***********************************************************************
 GS0734  DESIGNATION -  23 A HN
 GS0734  PID         -  GS0734
 GS0734  STATE/COUNTY-  NV/NYE
 GS0734  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0734
 GS0734                         *CURRENT SURVEY CONTROL
 GS0734  ___________________________________________________________________
 GS0734* NAD 83(1986)-  36 44 03.     (N)    116 14 00.     (W)     SCALED    
 GS0734* NAVD 88     -      1180.954  (meters)    3874.51   (feet)  ADJUSTED  
 GS0734  ___________________________________________________________________
 GS0734  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 GS0734  DYNAMIC HT  -        1179.679 (meters)    3870.33  (feet)  COMP
 GS0734  MODELED GRAV-     979,510.6   (mgal)                       NAVD 88
 GS0734
 GS0734  VERT ORDER  -  FIRST     CLASS I
 GS0734
 GS0734.The horizontal coordinates were scaled from a topographic map and have
 GS0734.an estimated accuracy of +/- 6 seconds.
 GS0734
 GS0734.The orthometric height was determined by differential leveling
 GS0734.and adjusted by the National Geodetic Survey in May 2004..
 GS0734
 GS0734.The geoid height was determined by GEOID03.
 GS0734
 GS0734.The dynamic height is computed by dividing the NAVD 88
 GS0734.geopotential number by the normal gravity value computed on the
 GS0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0734.degrees latitude (g = 980.6199 gals.).
 GS0734
 GS0734.The modeled gravity was interpolated from observed gravity values.
 GS0734
 GS0734;                    North         East    Units  Estimated Accuracy
 GS0734;SPC NV C     - 6,220,220.      538,700.      MT  (+/- 180 meters Scaled)
 GS0734
 GS0734                          SUPERSEDED SURVEY CONTROL
 GS0734
 GS0734  NAVD 88 (??/??/92) 1180.972  (m)         3874.57   (f) UNKNOWN     3 0
 GS0734  NGVD 29 (05/01/91) 1180.089  (m)         3871.68   (f) ADJUSTED    1 1
 GS0734
 GS0734.Superseded values are not recommended for survey control.
 GS0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0734.See file dsdata.txt to determine how the superseded data were derived.
 GS0734
 GS0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA684656(NAD 83)
 GS0734_MARKER: DD = SURVEY DISK
 GS0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0734_SP_SET: CONCRETE POST
 GS0734_STAMPING: H-N BM 23A 1956 3871.55
 GS0734_MARK LOGO: AEC   
 GS0734_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0734+STABILITY: SURFACE MOTION
 GS0734
 GS0734  HISTORY     - Date     Condition        Report By
 GS0734  HISTORY     - 1956     MONUMENTED       AEC
 GS0734  HISTORY     - 1983     GOOD             USGS
 GS0734  HISTORY     - 1986     GOOD             USGS
 GS0734  HISTORY     - 1988     GOOD             USGS
 GS0734  HISTORY     - 19910605 GOOD             USGS
 GS0734  HISTORY     - 19930310 GOOD             USGS
 GS0734  HISTORY     - 19950316 GOOD             USGS
 GS0734
 GS0734                          STATION DESCRIPTION
 GS0734
 GS0734'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0734'27.3 KM (16.95 MI) NW FROM MERCURY.
 GS0734'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0734'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0734'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 16.95 MILES, 200 FEET WEST
 GS0734'OF THE ROAD.
 GS0734'THE MARK IS 2 FT  E FROM  A 4 BY 4 POST
 GS0734
 GS0734                          STATION RECOVERY (1986)
 GS0734
 GS0734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0734'RECOVERED IN GOOD CONDITION.
 GS0734
 GS0734                          STATION RECOVERY (1988)
 GS0734
 GS0734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0734'RECOVERED IN GOOD CONDITION.
 GS0734
 GS0734                          STATION RECOVERY (1991)
 GS0734
 GS0734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0734'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0734'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0734'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 16.95 MILES, 200 FEET WEST
 GS0734'OF THE ROAD.
 GS0734
 GS0734                          STATION RECOVERY (1993)
 GS0734
 GS0734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0734'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0734'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0734'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 16.95 MILES
 GS0734'(27.28 KM), 200 FEET (61.0 M) WEST OF THE ROAD.
 GS0734
 GS0734                          STATION RECOVERY (1995)
 GS0734
 GS0734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0734'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0629 ***********************************************************************
 MU0629  DESIGNATION -  23 BKC
 MU0629  PID         -  MU0629
 MU0629  STATE/COUNTY-  NV/ELKO
 MU0629  USGS QUAD   -  CORRAL LAKE (1973)
 MU0629
 MU0629                         *CURRENT SURVEY CONTROL
 MU0629  ___________________________________________________________________
 MU0629* NAD 83(1986)-  41 39 41.     (N)    116 46 40.     (W)     SCALED    
 MU0629* NAVD 88     -      1635.762  (meters)    5366.66   (feet)  POSTED    
 MU0629  ___________________________________________________________________
 MU0629  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 MU0629  DYNAMIC HT  -        1634.550 (meters)    5362.69  (feet)  COMP
 MU0629  MODELED GRAV-     979,823.7   (mgal)                       NAVD 88
 MU0629
 MU0629  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0629
 MU0629.The horizontal coordinates were scaled from a topographic map and have
 MU0629.an estimated accuracy of +/- 6 seconds.
 MU0629
 MU0629.The orthometric height was determined by differential leveling
 MU0629.and adjusted by the National Geodetic Survey in 1992..
 MU0629.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0629.rate of 0.0 thru 1.0 mm/km.
 MU0629
 MU0629.The geoid height was determined by GEOID03.
 MU0629
 MU0629.The dynamic height is computed by dividing the NAVD 88
 MU0629.geopotential number by the normal gravity value computed on the
 MU0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0629.degrees latitude (g = 980.6199 gals.).
 MU0629
 MU0629.The modeled gravity was interpolated from observed gravity values.
 MU0629
 MU0629;                    North         East    Units  Estimated Accuracy
 MU0629;SPC NV E     - 8,767,780.      100,530.      MT  (+/- 180 meters Scaled)
 MU0629
 MU0629                          SUPERSEDED SURVEY CONTROL
 MU0629
 MU0629  NGVD 29 (??/??/92) 1634.60   (m)         5362.9    (f) COMPUTED    2 0
 MU0629
 MU0629.Superseded values are not recommended for survey control.
 MU0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0629.See file dsdata.txt to determine how the superseded data were derived.
 MU0629
 MU0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG185122(NAD 83)
 MU0629_MARKER: DD = SURVEY DISK
 MU0629_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0629_SP_SET: COPPER-CLAD STEEL ROD
 MU0629_STAMPING: 23 BKC 1973 5363
 MU0629_MARK LOGO: USGS  
 MU0629_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0629+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0629
 MU0629  HISTORY     - Date     Condition        Report By
 MU0629  HISTORY     - 1973     MONUMENTED       USGS
 MU0629
 MU0629                          STATION DESCRIPTION
 MU0629
 MU0629'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0629'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0629'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0629'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0629'ALONG ROAD, THENCE 10.3 MILES NORTH-NORTHWEST ALONG ROAD, 7.6 MILES
 MU0629'WEST AND 12.2 MILES NORTHWEST OF WINTERS RANCH -STONE HOUSE-, 64 FEET
 MU0629'EAST OF THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD ENCASED
 MU0629'IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0568 ***********************************************************************
 MT0568  DESIGNATION -  23 C
 MT0568  PID         -  MT0568
 MT0568  STATE/COUNTY-  NV/ELKO
 MT0568  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0568
 MT0568                         *CURRENT SURVEY CONTROL
 MT0568  ___________________________________________________________________
 MT0568* NAD 83(1986)-  41 49 21.     (N)    115 54 36.     (W)     SCALED    
 MT0568* NAVD 88     -      1797.940  (meters)    5898.74   (feet)  ADJUSTED  
 MT0568  ___________________________________________________________________
 MT0568  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 MT0568  DYNAMIC HT  -        1796.559 (meters)    5894.21  (feet)  COMP
 MT0568  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 MT0568
 MT0568  VERT ORDER  -  SECOND    CLASS 0
 MT0568
 MT0568.The horizontal coordinates were scaled from a topographic map and have
 MT0568.an estimated accuracy of +/- 6 seconds.
 MT0568
 MT0568.The orthometric height was determined by differential leveling
 MT0568.and adjusted by the National Geodetic Survey in June 1991..
 MT0568
 MT0568.The geoid height was determined by GEOID03.
 MT0568
 MT0568.The dynamic height is computed by dividing the NAVD 88
 MT0568.geopotential number by the normal gravity value computed on the
 MT0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0568.degrees latitude (g = 980.6199 gals.).
 MT0568
 MT0568.The modeled gravity was interpolated from observed gravity values.
 MT0568
 MT0568;                    North         East    Units  Estimated Accuracy
 MT0568;SPC NV E     - 8,785,040.      172,860.      MT  (+/- 180 meters Scaled)
 MT0568
 MT0568                          SUPERSEDED SURVEY CONTROL
 MT0568
 MT0568  NGVD 29 (??/??/92) 1796.724  (m)         5894.75   (f) ADJ UNCH    2 0
 MT0568
 MT0568.Superseded values are not recommended for survey control.
 MT0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0568.See file dsdata.txt to determine how the superseded data were derived.
 MT0568
 MT0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG905306(NAD 83)
 MT0568_MARKER: DD = SURVEY DISK
 MT0568_SETTING: 66 = SET IN ROCK OUTCROP
 MT0568_SP_SET: SET IN ROCK OUTCROP
 MT0568_STAMPING: 23 C 5895 1933
 MT0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0568+STABILITY: POSITION/ELEVATION WELL
 MT0568
 MT0568  HISTORY     - Date     Condition        Report By
 MT0568  HISTORY     - 1933     MONUMENTED       USGS
 MT0568  HISTORY     - 1951     GOOD             NGS
 MT0568
 MT0568                          STATION DESCRIPTION
 MT0568
 MT0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0568'4.1 MI E FROM MOUNTAIN CITY.
 MT0568'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0568'MOUNTAIN CITY, THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, AT A BRIDGE
 MT0568'OVER CALIFORNIA CREEK, AT A ROCK POINT, SET IN TOP OF AN OUTCROP, 118
 MT0568'1/2 FEET NORTHEAST OF THE CENTER OF THE BRIDGE OVER THE CREEK, 66 FEET
 MT0568'SOUTHWEST OF BENCH MARK 23 C R.M. (USGS), 11 FEET NORTH OF THE CENTER
 MT0568'LINE OF THE ROAD, 21 1/2 FEET NORTH OF AND ACROSS THE ROAD FROM THE
 MT0568'NORTH BANK OF CALIFORNIA CREEK, ABOUT 4 FEET HIGHER THAN THE ROAD, AND
 MT0568'MARKED WITH WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0569 ***********************************************************************
 MT0569  DESIGNATION -  23 C RM
 MT0569  PID         -  MT0569
 MT0569  STATE/COUNTY-  NV/ELKO
 MT0569  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0569
 MT0569                         *CURRENT SURVEY CONTROL
 MT0569  ___________________________________________________________________
 MT0569* NAD 83(1986)-  41 49 21.     (N)    115 54 32.     (W)     SCALED    
 MT0569* NAVD 88     -      1799.635  (meters)    5904.30   (feet)  ADJUSTED  
 MT0569  ___________________________________________________________________
 MT0569  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 MT0569  DYNAMIC HT  -        1798.252 (meters)    5899.77  (feet)  COMP
 MT0569  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 MT0569
 MT0569  VERT ORDER  -  SECOND    CLASS 0
 MT0569
 MT0569.The horizontal coordinates were scaled from a topographic map and have
 MT0569.an estimated accuracy of +/- 6 seconds.
 MT0569
 MT0569.The orthometric height was determined by differential leveling
 MT0569.and adjusted by the National Geodetic Survey in June 1991..
 MT0569
 MT0569.The geoid height was determined by GEOID03.
 MT0569
 MT0569.The dynamic height is computed by dividing the NAVD 88
 MT0569.geopotential number by the normal gravity value computed on the
 MT0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0569.degrees latitude (g = 980.6199 gals.).
 MT0569
 MT0569.The modeled gravity was interpolated from observed gravity values.
 MT0569
 MT0569;                    North         East    Units  Estimated Accuracy
 MT0569;SPC NV E     - 8,785,040.      172,960.      MT  (+/- 180 meters Scaled)
 MT0569
 MT0569                          SUPERSEDED SURVEY CONTROL
 MT0569
 MT0569  NGVD 29 (??/??/92) 1798.419  (m)         5900.31   (f) ADJ UNCH    2 0
 MT0569
 MT0569.Superseded values are not recommended for survey control.
 MT0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0569.See file dsdata.txt to determine how the superseded data were derived.
 MT0569
 MT0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG906306(NAD 83)
 MT0569_MARKER: Q = CHISELED SQUARE
 MT0569_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MT0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0569
 MT0569  HISTORY     - Date     Condition        Report By
 MT0569  HISTORY     - UNK      MONUMENTED       USGS
 MT0569  HISTORY     - 1951     GOOD             NGS
 MT0569
 MT0569                          STATION DESCRIPTION
 MT0569
 MT0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0569'4.1 MI E FROM MOUNTAIN CITY.
 MT0569'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0569'MOUNTAIN CITY, THENCE 3.1 MILES EAST ALONG A GRAVEL ROAD, AT A BRIDGE
 MT0569'OVER CALIFORNIA CREEK, AT THE BASE OF A PROMINENT ROCK POINT, CUT IN
 MT0569'THE TOP OF A ROCK, 147 1/2 FEET NORTHEAST OF THE CENTER OF THE BRIDGE
 MT0569'OVER CALIFORNIA CREEK, 66 FEET NORTHEAST OF BENCH MARK 23 C (USGS), 25
 MT0569'1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 39 1/2 FEET NORTH AND
 MT0569'ACROSS THE ROAD FROM THE NORTH BANK OF THE CREEK, ABOUT 8 FEET HIGHER
 MT0569'THAN THE ROAD, AND MARKED WITH WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0440 ***********************************************************************
 JP0440  DESIGNATION -  23 DOR
 JP0440  PID         -  JP0440
 JP0440  STATE/COUNTY-  NV/LINCOLN
 JP0440  USGS QUAD   -  SILVER KING MTN SW (1971)
 JP0440
 JP0440                         *CURRENT SURVEY CONTROL
 JP0440  ___________________________________________________________________
 JP0440* NAD 83(1986)-  38 00 13.     (N)    114 57 26.     (W)     SCALED    
 JP0440* NAVD 88     -      1489.868  (meters)    4888.01   (feet)  ADJUSTED  
 JP0440  ___________________________________________________________________
 JP0440  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 JP0440  DYNAMIC HT  -        1488.268 (meters)    4882.76  (feet)  COMP
 JP0440  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 JP0440
 JP0440  VERT ORDER  -  SECOND    CLASS 0
 JP0440
 JP0440.The horizontal coordinates were scaled from a topographic map and have
 JP0440.an estimated accuracy of +/- 6 seconds.
 JP0440
 JP0440.The orthometric height was determined by differential leveling
 JP0440.and adjusted by the National Geodetic Survey in June 1991..
 JP0440
 JP0440.The geoid height was determined by GEOID03.
 JP0440
 JP0440.The dynamic height is computed by dividing the NAVD 88
 JP0440.geopotential number by the normal gravity value computed on the
 JP0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0440.degrees latitude (g = 980.6199 gals.).
 JP0440
 JP0440.The modeled gravity was interpolated from observed gravity values.
 JP0440
 JP0440;                    North         East    Units  Estimated Accuracy
 JP0440;SPC NV E     - 8,361,190.      254,990.      MT  (+/- 180 meters Scaled)
 JP0440
 JP0440                          SUPERSEDED SURVEY CONTROL
 JP0440
 JP0440.No superseded survey control is available for this station.
 JP0440
 JP0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC793081(NAD 83)
 JP0440_MARKER: DD = SURVEY DISK
 JP0440_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0440_SP_SET: COPPER-CLAD STEEL ROD
 JP0440_STAMPING: 23 DOR 1968 4885
 JP0440_MARK LOGO: USGS  
 JP0440_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0440+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0440
 JP0440  HISTORY     - Date     Condition        Report By
 JP0440  HISTORY     - 1968     MONUMENTED       USGS
 JP0440
 JP0440                          STATION DESCRIPTION
 JP0440
 JP0440'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0440'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 35.5 MILES NORTHEAST
 JP0440'ALONG HIGHWAY 38 TO THE TOP OF A SLIGHT RISE, 72 FEET WEST-NORTHWEST
 JP0440'AND 2 FEET LOWER THAN THE ROAD, 2 FEET EAST OF A WITNESS SIGN, SET ON
 JP0440'A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE, AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0554 ***********************************************************************
 JP0554  DESIGNATION -  23 DOR
 JP0554  PID         -  JP0554
 JP0554  STATE/COUNTY-  NV/LINCOLN
 JP0554  USGS QUAD   -  SIDEHILL SPRING (1971)
 JP0554
 JP0554                         *CURRENT SURVEY CONTROL
 JP0554  ___________________________________________________________________
 JP0554* NAD 83(1986)-  38 23 59.     (N)    114 48 49.     (W)     SCALED    
 JP0554* NAVD 88     -      1842.607  (meters)    6045.29   (feet)  ADJUSTED  
 JP0554  ___________________________________________________________________
 JP0554  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 JP0554  DYNAMIC HT  -        1840.595 (meters)    6038.69  (feet)  COMP
 JP0554  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 JP0554
 JP0554  VERT ORDER  -  SECOND    CLASS 0
 JP0554
 JP0554.The horizontal coordinates were scaled from a topographic map and have
 JP0554.an estimated accuracy of +/- 6 seconds.
 JP0554
 JP0554.The orthometric height was determined by differential leveling
 JP0554.and adjusted by the National Geodetic Survey in August 1995..
 JP0554
 JP0554.The geoid height was determined by GEOID03.
 JP0554
 JP0554.The dynamic height is computed by dividing the NAVD 88
 JP0554.geopotential number by the normal gravity value computed on the
 JP0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0554.degrees latitude (g = 980.6199 gals.).
 JP0554
 JP0554.The modeled gravity was interpolated from observed gravity values.
 JP0554
 JP0554;                    North         East    Units  Estimated Accuracy
 JP0554;SPC NV E     - 8,405,250.      267,230.      MT  (+/- 180 meters Scaled)
 JP0554
 JP0554                          SUPERSEDED SURVEY CONTROL
 JP0554
 JP0554.No superseded survey control is available for this station.
 JP0554
 JP0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC909524(NAD 83)
 JP0554_MARKER: DD = SURVEY DISK
 JP0554_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0554_SP_SET: COPPER-CLAD STEEL ROD
 JP0554_STAMPING: 23 DOR 1971 6041
 JP0554_MARK LOGO: USGS  
 JP0554_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0554
 JP0554  HISTORY     - Date     Condition        Report By
 JP0554  HISTORY     - 1971     MONUMENTED       USGS
 JP0554
 JP0554                          STATION DESCRIPTION
 JP0554
 JP0554'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0554'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0554'HIGHWAY 93 TO A T-ROAD WEST, THENCE 14.6 MILES WEST ALONG THE ROAD TO
 JP0554'CAVE VALLEY TO A Y-ROAD SOUTH, THENCE 2.0 MILES NORTH TO A BEND IN
 JP0554'THE ROAD TO THE LEFT, 576 FEET SOUTHEAST OF AND 43 FEET HIGHER THAN
 JP0554'THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A WITNESS POST,  A 5/8 INCH
 JP0554'COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH
 JP0554'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0587 ***********************************************************************
 JP0587  DESIGNATION -  23 DOR
 JP0587  PID         -  JP0587
 JP0587  STATE/COUNTY-  NV/WHITE PINE
 JP0587  USGS QUAD   -  BULLWHACK SUMMIT (1977)
 JP0587
 JP0587                         *CURRENT SURVEY CONTROL
 JP0587  ___________________________________________________________________
 JP0587* NAD 83(1986)-  38 51 59.     (N)    114 48 32.     (W)     SCALED    
 JP0587* NAVD 88     -      2156.169  (meters)    7074.03   (feet)  ADJUSTED  
 JP0587  ___________________________________________________________________
 JP0587  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 JP0587  DYNAMIC HT  -        2153.723 (meters)    7066.01  (feet)  COMP
 JP0587  MODELED GRAV-     979,415.8   (mgal)                       NAVD 88
 JP0587
 JP0587  VERT ORDER  -  SECOND    CLASS 0
 JP0587
 JP0587.The horizontal coordinates were scaled from a topographic map and have
 JP0587.an estimated accuracy of +/- 6 seconds.
 JP0587
 JP0587.The orthometric height was determined by differential leveling
 JP0587.and adjusted by the National Geodetic Survey in August 1995..
 JP0587
 JP0587.The geoid height was determined by GEOID03.
 JP0587
 JP0587.The dynamic height is computed by dividing the NAVD 88
 JP0587.geopotential number by the normal gravity value computed on the
 JP0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0587.degrees latitude (g = 980.6199 gals.).
 JP0587
 JP0587.The modeled gravity was interpolated from observed gravity values.
 JP0587
 JP0587;                    North         East    Units  Estimated Accuracy
 JP0587;SPC NV E     - 8,457,050.      267,210.      MT  (+/- 180 meters Scaled)
 JP0587
 JP0587                          SUPERSEDED SURVEY CONTROL
 JP0587
 JP0587.No superseded survey control is available for this station.
 JP0587
 JP0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD900042(NAD 83)
 JP0587_MARKER: DD = SURVEY DISK
 JP0587_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0587_SP_SET: COPPER-CLAD STEEL ROD
 JP0587_STAMPING: 23 DOR 1973 7070
 JP0587_MARK LOGO: USGS  
 JP0587_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0587
 JP0587  HISTORY     - Date     Condition        Report By
 JP0587  HISTORY     - 1973     MONUMENTED       USGS
 JP0587
 JP0587                          STATION DESCRIPTION
 JP0587
 JP0587'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0587'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0587'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 22.7 MILES
 JP0587'SOUTH TO A CATTLEGUARD, ABOUT 0.2 MILE WEST OF A WINDMILL, 57 FEET
 JP0587'WEST OF AND 3 FEET HIGHER THAN THE CENTERLINE OF THE ROAD AT A
 JP0587'CATTLEGUARD, NEAR A SIGN THAT READS  HIGHWAY 93 26 MILES 15 MILES ,
 JP0587'0.5 FOOT SOUTH OF A FENCE,  A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0587'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0552 ***********************************************************************
 MU0552  DESIGNATION -  23 FMK
 MU0552  PID         -  MU0552
 MU0552  STATE/COUNTY-  NV/ELKO
 MU0552  USGS QUAD   -  BURNER HILLS (1974)
 MU0552
 MU0552                         *CURRENT SURVEY CONTROL
 MU0552  ___________________________________________________________________
 MU0552* NAD 83(1986)-  41 26 04.     (N)    116 38 37.     (W)     SCALED    
 MU0552* NAVD 88     -      1768.896  (meters)    5803.45   (feet)  POSTED    
 MU0552  ___________________________________________________________________
 MU0552  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 MU0552  DYNAMIC HT  -        1767.490 (meters)    5798.84  (feet)  COMP
 MU0552  MODELED GRAV-     979,766.2   (mgal)                       NAVD 88
 MU0552
 MU0552  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0552
 MU0552.The horizontal coordinates were scaled from a topographic map and have
 MU0552.an estimated accuracy of +/- 6 seconds.
 MU0552
 MU0552.The orthometric height was determined by differential leveling
 MU0552.and adjusted by the National Geodetic Survey in 1992..
 MU0552.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0552.rate of 0.0 thru 1.0 mm/km.
 MU0552
 MU0552.The geoid height was determined by GEOID03.
 MU0552
 MU0552.The dynamic height is computed by dividing the NAVD 88
 MU0552.geopotential number by the normal gravity value computed on the
 MU0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0552.degrees latitude (g = 980.6199 gals.).
 MU0552
 MU0552.The modeled gravity was interpolated from observed gravity values.
 MU0552
 MU0552;                    North         East    Units  Estimated Accuracy
 MU0552;SPC NV E     - 8,742,430.      111,390.      MT  (+/- 180 meters Scaled)
 MU0552
 MU0552                          SUPERSEDED SURVEY CONTROL
 MU0552
 MU0552.No superseded survey control is available for this station.
 MU0552
 MU0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF297870(NAD 83)
 MU0552_MARKER: DD = SURVEY DISK
 MU0552_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0552_SP_SET: COPPER-CLAD STEEL ROD
 MU0552_STAMPING: 23 FMK 1973 5800
 MU0552_MARK LOGO: USGS  
 MU0552_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0552+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0552
 MU0552  HISTORY     - Date     Condition        Report By
 MU0552  HISTORY     - 1973     MONUMENTED       USGS
 MU0552
 MU0552                          STATION DESCRIPTION
 MU0552
 MU0552'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0552'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0552'MILES EAST ALONG GRAVEL ROAD, THENCE 17.4 MILES NORTH ALONG DIRT ROAD,
 MU0552'6.0 MILES WEST AND 5.7 MILES SOUTH OF WINTERS RANCH -STONE HOUSE-, ON
 MU0552'TOP OF A SMALL RIDGE, 80 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 MU0552'A SMALL CAIRN AT THE BENCH MARK, SET ON A COPPER-COATED ROD ENCASED IN
 MU0552'6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0549 ***********************************************************************
 KR0549  DESIGNATION -  23 GWM
 KR0549  PID         -  KR0549
 KR0549  STATE/COUNTY-  NV/CHURCHILL
 KR0549  USGS QUAD   -  STILLWATER (1985)
 KR0549
 KR0549                         *CURRENT SURVEY CONTROL
 KR0549  ___________________________________________________________________
 KR0549* NAD 83(1986)-  39 31 16.     (N)    118 33 04.     (W)     SCALED    
 KR0549* NAVD 88     -      1189.782  (meters)    3903.48   (feet)  ADJUSTED  
 KR0549  ___________________________________________________________________
 KR0549  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 KR0549  DYNAMIC HT  -        1188.764 (meters)    3900.14  (feet)  COMP
 KR0549  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 KR0549
 KR0549  VERT ORDER  -  FIRST     CLASS II
 KR0549
 KR0549.The horizontal coordinates were scaled from a topographic map and have
 KR0549.an estimated accuracy of +/- 6 seconds.
 KR0549
 KR0549.The orthometric height was determined by differential leveling
 KR0549.and adjusted by the National Geodetic Survey in June 1991..
 KR0549
 KR0549.The geoid height was determined by GEOID03.
 KR0549
 KR0549.The dynamic height is computed by dividing the NAVD 88
 KR0549.geopotential number by the normal gravity value computed on the
 KR0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0549.degrees latitude (g = 980.6199 gals.).
 KR0549
 KR0549.The modeled gravity was interpolated from observed gravity values.
 KR0549
 KR0549;                    North         East    Units  Estimated Accuracy
 KR0549;SPC NV W     - 4,529,450.      802,770.      MT  (+/- 180 meters Scaled)
 KR0549
 KR0549                          SUPERSEDED SURVEY CONTROL
 KR0549
 KR0549  NGVD 29 (??/??/92) 1188.838  (m)         3900.38   (f) ADJ UNCH    1 2
 KR0549
 KR0549.Superseded values are not recommended for survey control.
 KR0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0549.See file dsdata.txt to determine how the superseded data were derived.
 KR0549
 KR0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD666757(NAD 83)
 KR0549_MARKER: DD = SURVEY DISK
 KR0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0549_SP_SET: PIPE CULVERT
 KR0549_STAMPING: 3900 23 GWM 1950
 KR0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0549
 KR0549  HISTORY     - Date     Condition        Report By
 KR0549  HISTORY     - 1950     MONUMENTED       USGS
 KR0549  HISTORY     - 1955     GOOD             NGS
 KR0549
 KR0549                          STATION DESCRIPTION
 KR0549
 KR0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0549'0.4 MI W FROM STILLWATER.
 KR0549'0.4 MILE WEST ALONG HUNTER ROAD FROM THE STORE AND POST OFFICE AT
 KR0549'STILLWATER, AT THE T JUNCTION OF WEST SIDE ROAD LEADING NORTH, IN THE
 KR0549'TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A 24-INCH
 KR0549'CORRUGATED METAL PIPE CULVERT, 31 FEET EAST OF THE PROLONGATION OF THE
 KR0549'CENTER LINE OF WEST SIDE ROAD, 18 1/2 FEET SOUTH OF THE CENTER LINE OF
 KR0549'HUNTER ROAD, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0378 ***********************************************************************
 LQ0378  DESIGNATION -  23 H
 LQ0378  PID         -  LQ0378
 LQ0378  STATE/COUNTY-  NV/ELKO
 LQ0378  USGS QUAD   -  JIGGS (1985)
 LQ0378
 LQ0378                         *CURRENT SURVEY CONTROL
 LQ0378  ___________________________________________________________________
 LQ0378* NAD 83(1986)-  40 22 55.     (N)    115 39 30.     (W)     SCALED    
 LQ0378* NAVD 88     -      1729.929  (meters)    5675.61   (feet)  ADJUSTED  
 LQ0378  ___________________________________________________________________
 LQ0378  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 LQ0378  DYNAMIC HT  -        1728.348 (meters)    5670.42  (feet)  COMP
 LQ0378  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 LQ0378
 LQ0378  VERT ORDER  -  SECOND    CLASS 0
 LQ0378
 LQ0378.The horizontal coordinates were scaled from a topographic map and have
 LQ0378.an estimated accuracy of +/- 6 seconds.
 LQ0378
 LQ0378.The orthometric height was determined by differential leveling
 LQ0378.and adjusted by the National Geodetic Survey in June 1991..
 LQ0378
 LQ0378.The geoid height was determined by GEOID03.
 LQ0378
 LQ0378.The dynamic height is computed by dividing the NAVD 88
 LQ0378.geopotential number by the normal gravity value computed on the
 LQ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0378.degrees latitude (g = 980.6199 gals.).
 LQ0378
 LQ0378.The modeled gravity was interpolated from observed gravity values.
 LQ0378
 LQ0378;                    North         East    Units  Estimated Accuracy
 LQ0378;SPC NV E     - 8,625,020.      193,630.      MT  (+/- 180 meters Scaled)
 LQ0378
 LQ0378                          SUPERSEDED SURVEY CONTROL
 LQ0378
 LQ0378  NGVD 29 (??/??/92) 1728.78   (m)         5671.8    (f) COMPUTED    2 0
 LQ0378
 LQ0378.Superseded values are not recommended for survey control.
 LQ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0378.See file dsdata.txt to determine how the superseded data were derived.
 LQ0378
 LQ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE138710(NAD 83)
 LQ0378_MARKER: DD = SURVEY DISK
 LQ0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0378_STAMPING: 23 H 1933 5671
 LQ0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0378+STABILITY: SURFACE MOTION
 LQ0378
 LQ0378  HISTORY     - Date     Condition        Report By
 LQ0378  HISTORY     - 1933     MONUMENTED       USGS
 LQ0378  HISTORY     - 1963     GOOD             NGS
 LQ0378
 LQ0378                          STATION DESCRIPTION
 LQ0378
 LQ0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LQ0378'3.3 MI S FROM JIGGS.
 LQ0378'3.3 MILES SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0378'JIGGS, AT THE JUNCTION OF A ROAD SOUTHEAST TO HARRISON PASS, 41 FEET
 LQ0378'EAST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTHEAST OF THE
 LQ0378'CENTER LINE OF THE SIDE ROAD, 2.7 FEET WEST OF A FENCE, 7 FEET NORTH
 LQ0378'OF A FENCE CORNER, 0.6 FOOT WEST OF A WITNESS POST, ABOUT 4 FEET LOWER
 LQ0378'THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 LQ0378'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0499 ***********************************************************************
 LS0499  DESIGNATION -  23 HJH
 LS0499  PID         -  LS0499
 LS0499  STATE/COUNTY-  NV/WASHOE
 LS0499  USGS QUAD   -  TOHAKUM PEAK SE (1980)
 LS0499
 LS0499                         *CURRENT SURVEY CONTROL
 LS0499  ___________________________________________________________________
 LS0499* NAD 83(1986)-  40 05 08.     (N)    119 22 21.     (W)     SCALED    
 LS0499* NAVD 88     -      1173.114  (meters)    3848.79   (feet)  ADJUSTED  
 LS0499  ___________________________________________________________________
 LS0499  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 LS0499  DYNAMIC HT  -        1172.169 (meters)    3845.69  (feet)  COMP
 LS0499  MODELED GRAV-     979,780.2   (mgal)                       NAVD 88
 LS0499
 LS0499  VERT ORDER  -  SECOND    CLASS 0
 LS0499
 LS0499.The horizontal coordinates were scaled from a topographic map and have
 LS0499.an estimated accuracy of +/- 6 seconds.
 LS0499
 LS0499.The orthometric height was determined by differential leveling
 LS0499.and adjusted by the National Geodetic Survey in June 1991..
 LS0499
 LS0499.The geoid height was determined by GEOID03.
 LS0499
 LS0499.The dynamic height is computed by dividing the NAVD 88
 LS0499.geopotential number by the normal gravity value computed on the
 LS0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0499.degrees latitude (g = 980.6199 gals.).
 LS0499
 LS0499.The modeled gravity was interpolated from observed gravity values.
 LS0499
 LS0499;                    North         East    Units  Estimated Accuracy
 LS0499;SPC NV W     - 4,592,410.      732,700.      MT  (+/- 180 meters Scaled)
 LS0499
 LS0499                          SUPERSEDED SURVEY CONTROL
 LS0499
 LS0499  NGVD 29 (??/??/92) 1172.137  (m)         3845.59   (f) ADJ UNCH    2 0
 LS0499
 LS0499.Superseded values are not recommended for survey control.
 LS0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0499.See file dsdata.txt to determine how the superseded data were derived.
 LS0499
 LS0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE977399(NAD 83)
 LS0499_MARKER: DB = BENCH MARK DISK
 LS0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0499_SP_SET: CONCRETE POST
 LS0499_STAMPING: 23 HJH 1962 3846
 LS0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0499+STABILITY: SURFACE MOTION
 LS0499
 LS0499  HISTORY     - Date     Condition        Report By
 LS0499  HISTORY     - 1962     MONUMENTED       USGS
 LS0499
 LS0499                          STATION DESCRIPTION
 LS0499
 LS0499'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0499'30.6 KM (19.00 MI) NORTH FROM NIXON.
 LS0499'19.0 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34, 16.5 FEET SOUTH OF
 LS0499'THE CREST OF A RIDGE, AT THE SOUTH END OF A CUT, 36 FEET EAST OF THE
 LS0499'HIGHWAY CENTERLINE.
 LS0499'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0477 ***********************************************************************
 MV0477  DESIGNATION -  23 LRC
 MV0477  PID         -  MV0477
 MV0477  STATE/COUNTY-  NV/HUMBOLDT
 MV0477  USGS QUAD   -  PAIUTE MEADOWS (1972)
 MV0477
 MV0477                         *CURRENT SURVEY CONTROL
 MV0477  ___________________________________________________________________
 MV0477* NAD 83(1986)-  41 16 31.     (N)    118 56 10.     (W)     SCALED    
 MV0477* NAVD 88     -      1353.412  (meters)    4440.32   (feet)  ADJUSTED  
 MV0477  ___________________________________________________________________
 MV0477  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 MV0477  DYNAMIC HT  -        1352.433 (meters)    4437.11  (feet)  COMP
 MV0477  MODELED GRAV-     979,853.1   (mgal)                       NAVD 88
 MV0477
 MV0477  VERT ORDER  -  SECOND    CLASS 0
 MV0477
 MV0477.The horizontal coordinates were scaled from a topographic map and have
 MV0477.an estimated accuracy of +/- 6 seconds.
 MV0477
 MV0477.The orthometric height was determined by differential leveling
 MV0477.and adjusted by the National Geodetic Survey in June 1991..
 MV0477
 MV0477.The geoid height was determined by GEOID03.
 MV0477
 MV0477.The dynamic height is computed by dividing the NAVD 88
 MV0477.geopotential number by the normal gravity value computed on the
 MV0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0477.degrees latitude (g = 980.6199 gals.).
 MV0477
 MV0477.The modeled gravity was interpolated from observed gravity values.
 MV0477
 MV0477;                    North         East    Units  Estimated Accuracy
 MV0477;SPC NV W     - 4,724,270.      770,450.      MT  (+/- 180 meters Scaled)
 MV0477
 MV0477                          SUPERSEDED SURVEY CONTROL
 MV0477
 MV0477.No superseded survey control is available for this station.
 MV0477
 MV0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF378711(NAD 83)
 MV0477_MARKER: DD = SURVEY DISK
 MV0477_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0477_SP_SET: COPPER-CLAD STEEL ROD
 MV0477_STAMPING: 23 LRC 1972 4437
 MV0477_MARK LOGO: USGS  
 MV0477_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0477+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0477
 MV0477  HISTORY     - Date     Condition        Report By
 MV0477  HISTORY     - 1972     MONUMENTED       USGS
 MV0477
 MV0477                          STATION DESCRIPTION
 MV0477
 MV0477'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0477'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0477'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0477'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0477'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 24.3 MILES NORTH
 MV0477'ALONG TRACK ROAD TO A Y-ROAD FORK OPPOSITE A PROMINENT HILL TO THE
 MV0477'EAST, 2.3 MILES SOUTH OF PAHUTE MEADOW RANCH, 72 FEET NORTHEAST OF THE
 MV0477'CENTERLINE OF THE Y-ROAD, 43 FEET WEST OF THE CENTERLINE OF A MAIN
 MV0477'ROAD, ENCASED IN CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0451 ***********************************************************************
 HP0451  DESIGNATION -  23 LRC
 HP0451  PID         -  HP0451
 HP0451  STATE/COUNTY-  NV/LINCOLN
 HP0451  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0451
 HP0451                         *CURRENT SURVEY CONTROL
 HP0451  ___________________________________________________________________
 HP0451* NAD 83(1986)-  37 08 54.     (N)    114 24 30.     (W)     SCALED    
 HP0451* NAVD 88     -      1027.991  (meters)    3372.67   (feet)  POSTED    
 HP0451  ___________________________________________________________________
 HP0451  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 HP0451  DYNAMIC HT  -        1026.940 (meters)    3369.22  (feet)  COMP
 HP0451  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 HP0451
 HP0451  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0451
 HP0451.The horizontal coordinates were scaled from a topographic map and have
 HP0451.an estimated accuracy of +/- 6 seconds.
 HP0451
 HP0451.The orthometric height was determined by differential leveling
 HP0451.and adjusted by the National Geodetic Survey in 1992..
 HP0451.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0451.rate of 1.1 thru 2.0 mm/km.
 HP0451
 HP0451.The geoid height was determined by GEOID03.
 HP0451
 HP0451.The dynamic height is computed by dividing the NAVD 88
 HP0451.geopotential number by the normal gravity value computed on the
 HP0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0451.degrees latitude (g = 980.6199 gals.).
 HP0451
 HP0451.The modeled gravity was interpolated from observed gravity values.
 HP0451
 HP0451;                    North         East    Units  Estimated Accuracy
 HP0451;SPC NV E     - 8,266,730.      304,380.      MT  (+/- 180 meters Scaled)
 HP0451
 HP0451                          SUPERSEDED SURVEY CONTROL
 HP0451
 HP0451.No superseded survey control is available for this station.
 HP0451
 HP0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB301144(NAD 83)
 HP0451_MARKER: DD = SURVEY DISK
 HP0451_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0451_SP_SET: COPPER-CLAD STEEL ROD
 HP0451_STAMPING: 23 LRC 1973 3370
 HP0451_MARK LOGO: USGS  
 HP0451_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0451+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0451
 HP0451  HISTORY     - Date     Condition        Report By
 HP0451  HISTORY     - 1973     MONUMENTED       USGS
 HP0451
 HP0451                          STATION DESCRIPTION
 HP0451
 HP0451'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0451'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0451'MILES NORTH ALONG A GRAVEL ROAD TO A Y-ROAD, AT A LARGE DRAIN MOUTH,
 HP0451'THENCE 4.5 MILES EASTERLY ALONG ROAD, UP A DRAIN TO THE TOP OF A
 HP0451'SLIGHT RISE, 1.1 MILES WEST OF A CATTLEGUARD, 35 FEET SOUTH OF THE
 HP0451'CENTER, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN
 HP0451'A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0661 ***********************************************************************
 GS0661  DESIGNATION -  23 TJS
 GS0661  PID         -  GS0661
 GS0661  STATE/COUNTY-  NV/NYE
 GS0661  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0661
 GS0661                         *CURRENT SURVEY CONTROL
 GS0661  ___________________________________________________________________
 GS0661* NAD 83(1986)-  36 49 09.     (N)    116 29 58.     (W)     SCALED    
 GS0661* NAVD 88     -      1146.063  (meters)    3760.04   (feet)  ADJUSTED  
 GS0661  ___________________________________________________________________
 GS0661  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 GS0661  DYNAMIC HT  -        1144.780 (meters)    3755.83  (feet)  COMP
 GS0661  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 GS0661
 GS0661  VERT ORDER  -  FIRST     CLASS I
 GS0661
 GS0661.The horizontal coordinates were scaled from a topographic map and have
 GS0661.an estimated accuracy of +/- 6 seconds.
 GS0661
 GS0661.The orthometric height was determined by differential leveling
 GS0661.and adjusted by the National Geodetic Survey in May 2004..
 GS0661
 GS0661.The geoid height was determined by GEOID03.
 GS0661
 GS0661.The dynamic height is computed by dividing the NAVD 88
 GS0661.geopotential number by the normal gravity value computed on the
 GS0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0661.degrees latitude (g = 980.6199 gals.).
 GS0661
 GS0661.The modeled gravity was interpolated from observed gravity values.
 GS0661
 GS0661;                    North         East    Units  Estimated Accuracy
 GS0661;SPC NV C     - 6,229,580.      514,920.      MT  (+/- 180 meters Scaled)
 GS0661
 GS0661                          SUPERSEDED SURVEY CONTROL
 GS0661
 GS0661  NAVD 88 (??/??/92) 1146.068  (m)         3760.06   (f) UNKNOWN     3 0
 GS0661  NGVD 29 (05/01/91) 1145.122  (m)         3756.95   (f) ADJUSTED    1 1
 GS0661
 GS0661.Superseded values are not recommended for survey control.
 GS0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0661.See file dsdata.txt to determine how the superseded data were derived.
 GS0661
 GS0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA446749(NAD 83)
 GS0661_MARKER: DB = BENCH MARK DISK
 GS0661_SETTING: 66 = SET IN ROCK OUTCROP
 GS0661_SP_SET: BEDROCK
 GS0661_STAMPING: 23 TJS 1983
 GS0661_MARK LOGO: USGS  
 GS0661_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0661+STABILITY: POSITION/ELEVATION WELL
 GS0661
 GS0661  HISTORY     - Date     Condition        Report By
 GS0661  HISTORY     - 1983     MONUMENTED       USGS
 GS0661  HISTORY     - 1986     GOOD             USGS
 GS0661  HISTORY     - 1988     GOOD             USGS
 GS0661  HISTORY     - 19910215 GOOD             USGS
 GS0661  HISTORY     - 19921230 GOOD             USGS
 GS0661  HISTORY     - 19950105 GOOD             USGS
 GS0661
 GS0661                          STATION DESCRIPTION
 GS0661
 GS0661'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0661'42.7 KM (26.55 MI) ESE FROM BEATTY.
 GS0661'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0661'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0661'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0661'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0661'NORTHEASTERLY 3.75 MILES, 510 FEET NORTHWEST OF THE CENTERLINE OF THE
 GS0661'ROAD ACROSS A WASH, 4 FEET SOUTH OF A ROCK CAIRN.
 GS0661
 GS0661                          STATION RECOVERY (1986)
 GS0661
 GS0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0661'RECOVERED IN GOOD CONDITION.
 GS0661
 GS0661                          STATION RECOVERY (1988)
 GS0661
 GS0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0661'RECOVERED IN GOOD CONDITION.
 GS0661
 GS0661                          STATION RECOVERY (1991)
 GS0661
 GS0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0661'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0661'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0661'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0661'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0661'NORTHEASTERLY 3.75 MILES, 510 FEET NORTHWEST OF THE CENTERLINE OF THE
 GS0661'ROAD ACROSS A WASH, 4 FEET SOUTH OF A ROCK CAIRN.
 GS0661
 GS0661                          STATION RECOVERY (1992)
 GS0661
 GS0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0661'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0661'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0661'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0661'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0661'BEND IN THE ROAD, PROCEED NORTHEASTERLY 3.75 MILES (6.03 KM), 510
 GS0661'FEET (155.4 M) NORTHWEST OF THE CENTERLINE OF THE ROAD ACROSS A WASH,
 GS0661'4 FEET (1.2 M) SOUTH OF A ROCK CAIRN.
 GS0661
 GS0661                          STATION RECOVERY (1995)
 GS0661
 GS0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0661'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1133 ***********************************************************************
 KR1133  DESIGNATION -  230 A
 KR1133  PID         -  KR1133
 KR1133  STATE/COUNTY-  NV/WASHOE
 KR1133  USGS QUAD   -  MT ROSE NW (1993)
 KR1133
 KR1133                         *CURRENT SURVEY CONTROL
 KR1133  ___________________________________________________________________
 KR1133* NAD 83(1986)-  39 29 05.     (N)    119 59 29.     (W)     SCALED    
 KR1133* NAVD 88     -      1516.697  (meters)    4976.03   (feet)  ADJUSTED  
 KR1133  ___________________________________________________________________
 KR1133  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 KR1133  DYNAMIC HT  -        1515.255 (meters)    4971.30  (feet)  COMP
 KR1133  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 KR1133
 KR1133  VERT ORDER  -  FIRST     CLASS I
 KR1133
 KR1133.The horizontal coordinates were scaled from a topographic map and have
 KR1133.an estimated accuracy of +/- 6 seconds.
 KR1133
 KR1133.The orthometric height was determined by differential leveling
 KR1133.and adjusted by the National Geodetic Survey in June 1991..
 KR1133
 KR1133.The geoid height was determined by GEOID03.
 KR1133
 KR1133.The dynamic height is computed by dividing the NAVD 88
 KR1133.geopotential number by the normal gravity value computed on the
 KR1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1133.degrees latitude (g = 980.6199 gals.).
 KR1133
 KR1133.The modeled gravity was interpolated from observed gravity values.
 KR1133
 KR1133;                    North         East    Units  Estimated Accuracy
 KR1133;SPC NV W     - 4,526,350.      678,870.      MT  (+/- 180 meters Scaled)
 KR1133
 KR1133                          SUPERSEDED SURVEY CONTROL
 KR1133
 KR1133  NGVD 29 (??/??/92) 1515.533  (m)         4972.21   (f) ADJ UNCH    1 1
 KR1133
 KR1133.Superseded values are not recommended for survey control.
 KR1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1133.See file dsdata.txt to determine how the superseded data were derived.
 KR1133
 KR1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD427748(NAD 83)
 KR1133_MARKER: B = BOLT
 KR1133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1133_SP_SET: CULVERT
 KR1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1133
 KR1133  HISTORY     - Date     Condition        Report By
 KR1133  HISTORY     - UNK      MONUMENTED       SPRR
 KR1133  HISTORY     - 1969     GOOD             NGS
 KR1133
 KR1133                          STATION DESCRIPTION
 KR1133
 KR1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1133'2.4 MI S FROM VERDI.
 KR1133'2.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1133'CROSSING OF BRIDGE STREET AT VERDI, 6 1/2 POLES SOUTH OF AN OVERHEAD
 KR1133'SIGNAL AND THE CROSSING OF A DIRT ROAD, 1 1/2 POLES NORTHEAST OF
 KR1133'MILEPOLE 230, IN THE TOP AND 1.0 FOOT NORTH OF THE SOUTH END OF THE
 KR1133'WEST CONCRETE HEAD WALL OF A CONCRETE PIPE CULVERT, 8.9 FEET WEST OF
 KR1133'THE WEST RAIL OF THE EASTBOUND TRACK, AND ABOUT LEVEL WITH THE TRACK.
 KR1133'SEC 29, T 19N, R 18E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0023 ***********************************************************************
 MU0023  DESIGNATION -  24
 MU0023  PID         -  MU0023
 MU0023  STATE/COUNTY-  NV/ELKO
 MU0023  USGS QUAD   -  THE POINT (1971)
 MU0023
 MU0023                         *CURRENT SURVEY CONTROL
 MU0023  ___________________________________________________________________
 MU0023* NAD 83(1986)-  41 55 33.     (N)    116 09 55.     (W)     SCALED    
 MU0023* NAVD 88     -      1643.544  (meters)    5392.19   (feet)  ADJUSTED  
 MU0023  ___________________________________________________________________
 MU0023  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 MU0023  DYNAMIC HT  -        1642.347 (meters)    5388.27  (feet)  COMP
 MU0023  MODELED GRAV-     979,835.7   (mgal)                       NAVD 88
 MU0023
 MU0023  VERT ORDER  -  FIRST     CLASS II
 MU0023
 MU0023.The horizontal coordinates were scaled from a topographic map and have
 MU0023.an estimated accuracy of +/- 6 seconds.
 MU0023
 MU0023.The orthometric height was determined by differential leveling
 MU0023.and adjusted by the National Geodetic Survey in June 1991..
 MU0023
 MU0023.The geoid height was determined by GEOID03.
 MU0023
 MU0023.The dynamic height is computed by dividing the NAVD 88
 MU0023.geopotential number by the normal gravity value computed on the
 MU0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0023.degrees latitude (g = 980.6199 gals.).
 MU0023
 MU0023.The modeled gravity was interpolated from observed gravity values.
 MU0023
 MU0023;                    North         East    Units  Estimated Accuracy
 MU0023;SPC NV E     - 8,796,630.      151,730.      MT  (+/- 180 meters Scaled)
 MU0023
 MU0023                          SUPERSEDED SURVEY CONTROL
 MU0023
 MU0023  NGVD 29 (??/??/92) 1642.370  (m)         5388.34   (f) ADJ UNCH    1 2
 MU0023
 MU0023.Superseded values are not recommended for survey control.
 MU0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0023.See file dsdata.txt to determine how the superseded data were derived.
 MU0023
 MU0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG692418(NAD 83)
 MU0023_MARKER: DB = BENCH MARK DISK
 MU0023_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MU0023_SP_SET: CULVERT HEADWALL
 MU0023_STAMPING: 24 5388.51
 MU0023_MARK LOGO: USGLO 
 MU0023_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0023
 MU0023  HISTORY     - Date     Condition        Report By
 MU0023  HISTORY     - UNK      MONUMENTED       USGLO
 MU0023  HISTORY     - 1951     GOOD             NGS
 MU0023  HISTORY     - 19840601 GOOD             NGS
 MU0023
 MU0023                          STATION DESCRIPTION
 MU0023
 MU0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MU0023'4.6 MI SW FROM OWYHEE.
 MU0023'FROM THE GRADE SCHOOL IN OWYHEE, 0.5 MILES SOUTHEAST THENCE 4.1 MILES
 MU0023'WEST ALONG STATE HIGHWAY 11 TO A Y JUNCTION OF THE ROAD, THENCE
 MU0023'SOUTHWEST ALONG STATE HIGHWAY 11, AT THE T JUNCTION OF A TRACK ROAD
 MU0023'LEADING NORTH, AT AN IRRIGATION BRIDGE, IN TOP OF THE CENTER OF THE
 MU0023'SOUTHEAST CONCRETE AND ROCK HEADWALL, WHERE TWIN CORRUGATED METAL PIPE
 MU0023'CULVERTS ARE LOCATED UNDER THE ROAD, 128.6 FEET SOUTHWEST OF A POWER
 MU0023'LINE POLE, 32 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 MU0023'2.4 FEET EAST OF A WITNESS POST, AND SET ABOUT 1/2-FOOT HIGHER THAN
 MU0023'THE ROAD.
 MU0023
 MU0023                          STATION RECOVERY (1984)
 MU0023
 MU0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0023'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 MU0023'MI) SOUTH ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE
 MU0023'6.6 KM (4.1 MI) SOUTH ALONG STATE HIGHWAY 11, IN TOP OF THE SOUTHEAST
 MU0023'CONCRETE HEADWALL OF AN IRRIGATION CANAL, 10.0 M (33 FT) SOUTHEAST OF
 MU0023'THE HIGHWAY CENTERLINE.  ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0382 ***********************************************************************
 HQ0382  DESIGNATION -  24
 HQ0382  PID         -  HQ0382
 HQ0382  STATE/COUNTY-  NV/ESMERALDA
 HQ0382  USGS QUAD   -  MC MAHON RIDGE (1987)
 HQ0382
 HQ0382                         *CURRENT SURVEY CONTROL
 HQ0382  ___________________________________________________________________
 HQ0382* NAD 83(1986)-  37 49 23.     (N)    117 14 23.     (W)     SCALED    
 HQ0382* NAVD 88     -      1565.640  (meters)    5136.60   (feet)  ADJUSTED  
 HQ0382  ___________________________________________________________________
 HQ0382  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HQ0382  DYNAMIC HT  -        1563.924 (meters)    5130.97  (feet)  COMP
 HQ0382  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 HQ0382
 HQ0382  VERT ORDER  -  FIRST     CLASS II
 HQ0382
 HQ0382.The horizontal coordinates were scaled from a topographic map and have
 HQ0382.an estimated accuracy of +/- 6 seconds.
 HQ0382
 HQ0382.The orthometric height was determined by differential leveling
 HQ0382.and adjusted by the National Geodetic Survey in June 1991..
 HQ0382
 HQ0382.The geoid height was determined by GEOID03.
 HQ0382
 HQ0382.The dynamic height is computed by dividing the NAVD 88
 HQ0382.geopotential number by the normal gravity value computed on the
 HQ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0382.degrees latitude (g = 980.6199 gals.).
 HQ0382
 HQ0382.The modeled gravity was interpolated from observed gravity values.
 HQ0382
 HQ0382;                    North         East    Units  Estimated Accuracy
 HQ0382;SPC NV W     - 4,341,820.      918,290.      MT  (+/- 180 meters Scaled)
 HQ0382
 HQ0382                          SUPERSEDED SURVEY CONTROL
 HQ0382
 HQ0382  NGVD 29 (05/01/91) 1564.526  (m)         5132.95   (f) ADJUSTED    1 2
 HQ0382
 HQ0382.Superseded values are not recommended for survey control.
 HQ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0382.See file dsdata.txt to determine how the superseded data were derived.
 HQ0382
 HQ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB789862(NAD 83)
 HQ0382_MARKER: DD = SURVEY DISK
 HQ0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0382_STAMPING: 24
 HQ0382_MARK LOGO: NVDH  
 HQ0382_PROJECTION: FLUSH
 HQ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0382+STABILITY: SURFACE MOTION
 HQ0382
 HQ0382  HISTORY     - Date     Condition        Report By
 HQ0382  HISTORY     - UNK      MONUMENTED       NVDH
 HQ0382  HISTORY     - 1955     GOOD             NGS
 HQ0382  HISTORY     - 1983     GOOD             NGS
 HQ0382
 HQ0382                          STATION DESCRIPTION
 HQ0382
 HQ0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HQ0382'8.2 MI N FROM GOLDFIELD.
 HQ0382'8.2 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0382'AT GOLDFIELD, 69.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HQ0382'10 FEET EAST OF THE APPROXIMATE CENTER OF A DRAINAGE DITCH,
 HQ0382'2.4 FEET WEST OF A 1-INCH IRON PIPE, 2.6 FEET SOUTH OF A WITNESS
 HQ0382'POST, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE
 HQ0382'POST.
 HQ0382
 HQ0382                          STATION RECOVERY (1983)
 HQ0382
 HQ0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0382'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.2 KM
 HQ0382'(8.2 MI) NORTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN GOLDFIELD,
 HQ0382'24.3 METERS (80 FT) EAST OF THE HIGHWAY CENTERLINE, 3.0 METERS (10 FT)
 HQ0382'WEST OF A STATE MARK AND BETWEEN TWO WITNESS POSTS.
 HQ0382'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0804 ***********************************************************************
 JR0804  DESIGNATION -  24 1
 JR0804  PID         -  JR0804
 JR0804  STATE/COUNTY-  NV/DOUGLAS
 JR0804  USGS QUAD   -  MINDEN (1982)
 JR0804
 JR0804                         *CURRENT SURVEY CONTROL
 JR0804  ___________________________________________________________________
 JR0804* NAD 83(1986)-  38 56 51.     (N)    119 45 25.     (W)     SCALED    
 JR0804* NAVD 88     -      1445.21   (+/-2cm)    4741.5    (feet)  VERTCON   
 JR0804  ___________________________________________________________________
 JR0804  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 JR0804
 JR0804  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0804
 JR0804.The horizontal coordinates were scaled from a topographic map and have
 JR0804.an estimated accuracy of +/- 6 seconds.
 JR0804
 JR0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0804.The vertical order pertains to the NGVD 29 superseded value.
 JR0804
 JR0804.The geoid height was determined by GEOID03.
 JR0804
 JR0804;                    North         East    Units  Estimated Accuracy
 JR0804;SPC NV W     - 4,466,430.      698,270.      MT  (+/- 180 meters Scaled)
 JR0804
 JR0804                          SUPERSEDED SURVEY CONTROL
 JR0804
 JR0804  NGVD 29 (??/??/92) 1444.090  (m)         4737.82   (f) ADJ UNCH    2 0
 JR0804
 JR0804.Superseded values are not recommended for survey control.
 JR0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0804.See file dsdata.txt to determine how the superseded data were derived.
 JR0804
 JR0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD610145(NAD 83)
 JR0804_MARKER: DD = SURVEY DISK
 JR0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0804_STAMPING: 24-1
 JR0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0804+STABILITY: SURFACE MOTION
 JR0804
 JR0804  HISTORY     - Date     Condition        Report By
 JR0804  HISTORY     - UNK      MONUMENTED       NVGS
 JR0804  HISTORY     - 1951     GOOD             NGS
 JR0804  HISTORY     - 1968     MARK NOT FOUND   NGS
 JR0804
 JR0804                          STATION DESCRIPTION
 JR0804
 JR0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0804'0.3 MI NW FROM GARDNERVILLE.
 JR0804'ABOUT 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE DOUGLAS
 JR0804'COUNTY HIGH SCHOOL, ABOUT 0.7 MILE SOUTHEAST OF THE POST OFFICE
 JR0804'AT MINDEN, AT THE NORTH CORNER OF A YARD OF A TWO-STORY WHITE
 JR0804'FRAME HOUSE, ACROSS THE HIGHWAY FROM THE SIERRA COURT, AT A T
 JR0804'JUNCTION OF A FENCE LINE, 39.8 FEET SOUTH OF THE CENTER LINE
 JR0804'OF THE HIGHWAY, 31 1/2 FEET SOUTHEAST OF TELEPHONE POLE NO. 5575,
 JR0804'3.0 FEET EAST OF THE T IN THE FENCE, 0.3 FEET NORTH OF A WHITE
 JR0804'PICKET FENCE, 1.4 FEET WEST OF A WITNESS POST, LEVEL WITH THE
 JR0804'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 JR0804'FOOT ABOVE THE GROUND.
 JR0804
 JR0804                          STATION RECOVERY (1968)
 JR0804
 JR0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JR0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0732 ***********************************************************************
 GS0732  DESIGNATION -  24 A HN
 GS0732  PID         -  GS0732
 GS0732  STATE/COUNTY-  NV/NYE
 GS0732  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0732
 GS0732                         *CURRENT SURVEY CONTROL
 GS0732  ___________________________________________________________________
 GS0732* NAD 83(1986)-  36 44 36.     (N)    116 14 35.     (W)     SCALED    
 GS0732* NAVD 88     -      1143.942  (meters)    3753.08   (feet)  ADJUSTED  
 GS0732  ___________________________________________________________________
 GS0732  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GS0732  DYNAMIC HT  -        1142.703 (meters)    3749.02  (feet)  COMP
 GS0732  MODELED GRAV-     979,509.3   (mgal)                       NAVD 88
 GS0732
 GS0732  VERT ORDER  -  FIRST     CLASS I
 GS0732
 GS0732.The horizontal coordinates were scaled from a topographic map and have
 GS0732.an estimated accuracy of +/- 6 seconds.
 GS0732
 GS0732.The orthometric height was determined by differential leveling
 GS0732.and adjusted by the National Geodetic Survey in May 2004..
 GS0732
 GS0732.The geoid height was determined by GEOID03.
 GS0732
 GS0732.The dynamic height is computed by dividing the NAVD 88
 GS0732.geopotential number by the normal gravity value computed on the
 GS0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0732.degrees latitude (g = 980.6199 gals.).
 GS0732
 GS0732.The modeled gravity was interpolated from observed gravity values.
 GS0732
 GS0732;                    North         East    Units  Estimated Accuracy
 GS0732;SPC NV C     - 6,221,230.      537,830.      MT  (+/- 180 meters Scaled)
 GS0732
 GS0732                          SUPERSEDED SURVEY CONTROL
 GS0732
 GS0732  NAVD 88 (??/??/92) 1143.963  (m)         3753.15   (f) UNKNOWN     3 0
 GS0732  NGVD 29 (05/01/91) 1143.072  (m)         3750.23   (f) ADJUSTED    1 1
 GS0732
 GS0732.Superseded values are not recommended for survey control.
 GS0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0732.See file dsdata.txt to determine how the superseded data were derived.
 GS0732
 GS0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA675666(NAD 83)
 GS0732_MARKER: DD = SURVEY DISK
 GS0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0732_SP_SET: CONCRETE POST
 GS0732_STAMPING: H-N BM 24A 1956 3750.04
 GS0732_MARK LOGO: AEC   
 GS0732_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0732+STABILITY: SURFACE MOTION
 GS0732
 GS0732  HISTORY     - Date     Condition        Report By
 GS0732  HISTORY     - 1956     MONUMENTED       AEC
 GS0732  HISTORY     - 1983     GOOD             USGS
 GS0732  HISTORY     - 1986     GOOD             USGS
 GS0732  HISTORY     - 1988     GOOD             USGS
 GS0732  HISTORY     - 19910530 GOOD             USGS
 GS0732  HISTORY     - 19930309 GOOD             USGS
 GS0732  HISTORY     - 19950315 GOOD             USGS
 GS0732
 GS0732                          STATION DESCRIPTION
 GS0732
 GS0732'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0732'28.7 KM (17.85 MI) NW FROM MERCURY.
 GS0732'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0732'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0732'PROCEED NORTHWESTERLY ON JACKASS ROAD 17.4 MILES, 138 FEET SOUTH OF
 GS0732'THE ROAD.
 GS0732'THE MARK IS 6 FT  S FROM  A ROCK CAIRN
 GS0732
 GS0732                          STATION RECOVERY (1986)
 GS0732
 GS0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0732'RECOVERED IN GOOD CONDITION.
 GS0732
 GS0732                          STATION RECOVERY (1988)
 GS0732
 GS0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0732'RECOVERED IN GOOD CONDITION.
 GS0732
 GS0732                          STATION RECOVERY (1991)
 GS0732
 GS0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0732'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0732'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0732'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 17.4 MILES, 138 FEET SOUTH
 GS0732'OF THE ROAD.
 GS0732
 GS0732                          STATION RECOVERY (1993)
 GS0732
 GS0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0732'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0732'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0732'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 17.4 MILES
 GS0732'(28.0 KM), 138 FEET (42.1 M) SOUTH OF THE ROAD.
 GS0732
 GS0732                          STATION RECOVERY (1995)
 GS0732
 GS0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0732'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0630 ***********************************************************************
 MU0630  DESIGNATION -  24 BKC
 MU0630  PID         -  MU0630
 MU0630  STATE/COUNTY-  NV/ELKO
 MU0630  USGS QUAD   -  CORRAL LAKE (1973)
 MU0630
 MU0630                         *CURRENT SURVEY CONTROL
 MU0630  ___________________________________________________________________
 MU0630* NAD 83(1986)-  41 40 22.     (N)    116 47 03.     (W)     SCALED    
 MU0630* NAVD 88     -      1635.250  (meters)    5364.98   (feet)  POSTED    
 MU0630  ___________________________________________________________________
 MU0630  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 MU0630  DYNAMIC HT  -        1634.040 (meters)    5361.01  (feet)  COMP
 MU0630  MODELED GRAV-     979,825.4   (mgal)                       NAVD 88
 MU0630
 MU0630  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0630
 MU0630.The horizontal coordinates were scaled from a topographic map and have
 MU0630.an estimated accuracy of +/- 6 seconds.
 MU0630
 MU0630.The orthometric height was determined by differential leveling
 MU0630.and adjusted by the National Geodetic Survey in 1992..
 MU0630.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0630.rate of 0.0 thru 1.0 mm/km.
 MU0630
 MU0630.The geoid height was determined by GEOID03.
 MU0630
 MU0630.The dynamic height is computed by dividing the NAVD 88
 MU0630.geopotential number by the normal gravity value computed on the
 MU0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0630.degrees latitude (g = 980.6199 gals.).
 MU0630
 MU0630.The modeled gravity was interpolated from observed gravity values.
 MU0630
 MU0630;                    North         East    Units  Estimated Accuracy
 MU0630;SPC NV E     - 8,769,050.      100,010.      MT  (+/- 180 meters Scaled)
 MU0630
 MU0630                          SUPERSEDED SURVEY CONTROL
 MU0630
 MU0630  NGVD 29 (??/??/92) 1634.10   (m)         5361.2    (f) COMPUTED    2 0
 MU0630
 MU0630.Superseded values are not recommended for survey control.
 MU0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0630.See file dsdata.txt to determine how the superseded data were derived.
 MU0630
 MU0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG179134(NAD 83)
 MU0630_MARKER: DD = SURVEY DISK
 MU0630_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0630_SP_SET: COPPER-CLAD STEEL ROD
 MU0630_STAMPING: 24 BKC 1973 5361
 MU0630_MARK LOGO: USGS  
 MU0630_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0630+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0630
 MU0630  HISTORY     - Date     Condition        Report By
 MU0630  HISTORY     - 1973     MONUMENTED       USGS
 MU0630
 MU0630                          STATION DESCRIPTION
 MU0630
 MU0630'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0630'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0630'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0630'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0630'ALONG ROAD, THENCE 11.2 MILES NORTH-NORTHWEST ALONG ROAD, 7.6 MILES
 MU0630'WEST AND 13.1 MILES NORTHWEST OF WINTERS RANCH -STONE HOUSE-, 23 FEET
 MU0630'WEST OF THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD ENCASED
 MU0630'IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0442 ***********************************************************************
 JP0442  DESIGNATION -  24 DOR
 JP0442  PID         -  JP0442
 JP0442  STATE/COUNTY-  NV/LINCOLN
 JP0442  USGS QUAD   -  SILVER KING MTN SW (1971)
 JP0442
 JP0442                         *CURRENT SURVEY CONTROL
 JP0442  ___________________________________________________________________
 JP0442* NAD 83(1986)-  38 01 05.     (N)    114 57 13.     (W)     SCALED    
 JP0442* NAVD 88     -      1494.000  (meters)    4901.56   (feet)  ADJUSTED  
 JP0442  ___________________________________________________________________
 JP0442  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 JP0442  DYNAMIC HT  -        1492.391 (meters)    4896.29  (feet)  COMP
 JP0442  MODELED GRAV-     979,500.5   (mgal)                       NAVD 88
 JP0442
 JP0442  VERT ORDER  -  SECOND    CLASS 0
 JP0442
 JP0442.The horizontal coordinates were scaled from a topographic map and have
 JP0442.an estimated accuracy of +/- 6 seconds.
 JP0442
 JP0442.The orthometric height was determined by differential leveling
 JP0442.and adjusted by the National Geodetic Survey in June 1991..
 JP0442
 JP0442.The geoid height was determined by GEOID03.
 JP0442
 JP0442.The dynamic height is computed by dividing the NAVD 88
 JP0442.geopotential number by the normal gravity value computed on the
 JP0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0442.degrees latitude (g = 980.6199 gals.).
 JP0442
 JP0442.The modeled gravity was interpolated from observed gravity values.
 JP0442
 JP0442;                    North         East    Units  Estimated Accuracy
 JP0442;SPC NV E     - 8,362,800.      255,290.      MT  (+/- 180 meters Scaled)
 JP0442
 JP0442                          SUPERSEDED SURVEY CONTROL
 JP0442
 JP0442.No superseded survey control is available for this station.
 JP0442
 JP0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC796097(NAD 83)
 JP0442_MARKER: DD = SURVEY DISK
 JP0442_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0442_SP_SET: COPPER-CLAD STEEL ROD
 JP0442_STAMPING: 24 DOR 1968 4898
 JP0442_MARK LOGO: USGS  
 JP0442_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0442+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0442
 JP0442  HISTORY     - Date     Condition        Report By
 JP0442  HISTORY     - 1968     MONUMENTED       USGS
 JP0442
 JP0442                          STATION DESCRIPTION
 JP0442
 JP0442'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0442'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 36.5 MILES NORTHEAST
 JP0442'ALONG HIGHWAY 38 TO THE TOP OF A RISE, 30 FEET WEST OF THE ROAD, 2
 JP0442'FEET EAST OF A WITNESS SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY A
 JP0442'FIBER PIPE, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0553 ***********************************************************************
 JP0553  DESIGNATION -  24 DOR
 JP0553  PID         -  JP0553
 JP0553  STATE/COUNTY-  NV/LINCOLN
 JP0553  USGS QUAD   -  SIDEHILL SPRING (1971)
 JP0553
 JP0553                         *CURRENT SURVEY CONTROL
 JP0553  ___________________________________________________________________
 JP0553* NAD 83(1986)-  38 23 10.     (N)    114 49 13.     (W)     SCALED    
 JP0553* NAVD 88     -      1839.703  (meters)    6035.76   (feet)  ADJUSTED  
 JP0553  ___________________________________________________________________
 JP0553  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 JP0553  DYNAMIC HT  -        1837.689 (meters)    6029.15  (feet)  COMP
 JP0553  MODELED GRAV-     979,468.1   (mgal)                       NAVD 88
 JP0553
 JP0553  VERT ORDER  -  SECOND    CLASS 0
 JP0553
 JP0553.The horizontal coordinates were scaled from a topographic map and have
 JP0553.an estimated accuracy of +/- 6 seconds.
 JP0553
 JP0553.The orthometric height was determined by differential leveling
 JP0553.and adjusted by the National Geodetic Survey in August 1995..
 JP0553
 JP0553.The geoid height was determined by GEOID03.
 JP0553
 JP0553.The dynamic height is computed by dividing the NAVD 88
 JP0553.geopotential number by the normal gravity value computed on the
 JP0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0553.degrees latitude (g = 980.6199 gals.).
 JP0553
 JP0553.The modeled gravity was interpolated from observed gravity values.
 JP0553
 JP0553;                    North         East    Units  Estimated Accuracy
 JP0553;SPC NV E     - 8,403,730.      266,660.      MT  (+/- 180 meters Scaled)
 JP0553
 JP0553                          SUPERSEDED SURVEY CONTROL
 JP0553
 JP0553.No superseded survey control is available for this station.
 JP0553
 JP0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC903509(NAD 83)
 JP0553_MARKER: DD = SURVEY DISK
 JP0553_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0553_SP_SET: COPPER-CLAD STEEL ROD
 JP0553_STAMPING: 24 DOR 1971 6035
 JP0553_MARK LOGO: USGS  
 JP0553_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0553
 JP0553  HISTORY     - Date     Condition        Report By
 JP0553  HISTORY     - 1971     MONUMENTED       USGS
 JP0553
 JP0553                          STATION DESCRIPTION
 JP0553
 JP0553'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0553'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0553'HIGHWAY 93 TO A T-ROAD WEST, THENCE 14.6 MILES WEST ALONG THE ROAD TO
 JP0553'CAVE VALLEY TO A Y-ROAD SOUTH, THENCE 1.0 MILE NORTH TO THE TOP OF A
 JP0553'SLIGHT RISE, 306 FEET EAST OF AND 25 FEET HIGHER THAN THE CENTERLINE
 JP0553'OF THE ROAD, 2 FEET WEST OF A WITNESS POST, A 5/8 INCH COPPER COATED
 JP0553'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0588 ***********************************************************************
 JP0588  DESIGNATION -  24 DOR
 JP0588  PID         -  JP0588
 JP0588  STATE/COUNTY-  NV/WHITE PINE
 JP0588  USGS QUAD   -  BULLWHACK SUMMIT (1977)
 JP0588
 JP0588                         *CURRENT SURVEY CONTROL
 JP0588  ___________________________________________________________________
 JP0588* NAD 83(1986)-  38 51 09.     (N)    114 49 14.     (W)     SCALED    
 JP0588* NAVD 88     -      2203.930  (meters)    7230.73   (feet)  ADJUSTED  
 JP0588  ___________________________________________________________________
 JP0588  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 JP0588  DYNAMIC HT  -        2201.434 (meters)    7222.54  (feet)  COMP
 JP0588  MODELED GRAV-     979,416.1   (mgal)                       NAVD 88
 JP0588
 JP0588  VERT ORDER  -  SECOND    CLASS 0
 JP0588
 JP0588.The horizontal coordinates were scaled from a topographic map and have
 JP0588.an estimated accuracy of +/- 6 seconds.
 JP0588
 JP0588.The orthometric height was determined by differential leveling
 JP0588.and adjusted by the National Geodetic Survey in August 1995..
 JP0588
 JP0588.The geoid height was determined by GEOID03.
 JP0588
 JP0588.The dynamic height is computed by dividing the NAVD 88
 JP0588.geopotential number by the normal gravity value computed on the
 JP0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0588.degrees latitude (g = 980.6199 gals.).
 JP0588
 JP0588.The modeled gravity was interpolated from observed gravity values.
 JP0588
 JP0588;                    North         East    Units  Estimated Accuracy
 JP0588;SPC NV E     - 8,455,500.      266,210.      MT  (+/- 180 meters Scaled)
 JP0588
 JP0588                          SUPERSEDED SURVEY CONTROL
 JP0588
 JP0588.No superseded survey control is available for this station.
 JP0588
 JP0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD891026(NAD 83)
 JP0588_MARKER: DD = SURVEY DISK
 JP0588_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0588_SP_SET: COPPER-CLAD STEEL ROD
 JP0588_STAMPING: 24 DOR 1973 7226
 JP0588_MARK LOGO: USGS  
 JP0588_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0588
 JP0588  HISTORY     - Date     Condition        Report By
 JP0588  HISTORY     - 1973     MONUMENTED       USGS
 JP0588
 JP0588                          STATION DESCRIPTION
 JP0588
 JP0588'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0588'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0588'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 24.0 MILES
 JP0588'SOUTH TO THE TOP OF A RISE, 38 FEET EAST OF THE CENTERLINE OF THE
 JP0588'ROAD AT THE JUNCTION OF A T-ROAD WEST, 10 FEET EAST OF A SIGN THAT
 JP0588'READS  ELY 24 14 CAVE VALLEY RANCH ,  A 5/8 INCH COPPER COATED ROD
 JP0588'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0553 ***********************************************************************
 MU0553  DESIGNATION -  24 FMK
 MU0553  PID         -  MU0553
 MU0553  STATE/COUNTY-  NV/ELKO
 MU0553  USGS QUAD   -  BURNER HILLS (1974)
 MU0553
 MU0553                         *CURRENT SURVEY CONTROL
 MU0553  ___________________________________________________________________
 MU0553* NAD 83(1986)-  41 26 43.     (N)    116 38 05.     (W)     SCALED    
 MU0553* NAVD 88     -      1717.440  (meters)    5634.63   (feet)  POSTED    
 MU0553  ___________________________________________________________________
 MU0553  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 MU0553  DYNAMIC HT  -        1716.080 (meters)    5630.17  (feet)  COMP
 MU0553  MODELED GRAV-     979,768.7   (mgal)                       NAVD 88
 MU0553
 MU0553  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0553
 MU0553.The horizontal coordinates were scaled from a topographic map and have
 MU0553.an estimated accuracy of +/- 6 seconds.
 MU0553
 MU0553.The orthometric height was determined by differential leveling
 MU0553.and adjusted by the National Geodetic Survey in 1992..
 MU0553.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0553.rate of 0.0 thru 1.0 mm/km.
 MU0553
 MU0553.The geoid height was determined by GEOID03.
 MU0553
 MU0553.The dynamic height is computed by dividing the NAVD 88
 MU0553.geopotential number by the normal gravity value computed on the
 MU0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0553.degrees latitude (g = 980.6199 gals.).
 MU0553
 MU0553.The modeled gravity was interpolated from observed gravity values.
 MU0553
 MU0553;                    North         East    Units  Estimated Accuracy
 MU0553;SPC NV E     - 8,743,630.      112,150.      MT  (+/- 180 meters Scaled)
 MU0553
 MU0553                          SUPERSEDED SURVEY CONTROL
 MU0553
 MU0553.No superseded survey control is available for this station.
 MU0553
 MU0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF305882(NAD 83)
 MU0553_MARKER: DD = SURVEY DISK
 MU0553_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0553_SP_SET: COPPER-CLAD STEEL ROD
 MU0553_STAMPING: 24 FMK 1973 5631
 MU0553_MARK LOGO: USGS  
 MU0553_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0553+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0553
 MU0553  HISTORY     - Date     Condition        Report By
 MU0553  HISTORY     - 1973     MONUMENTED       USGS
 MU0553
 MU0553                          STATION DESCRIPTION
 MU0553
 MU0553'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0553'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0553'MILES EAST ALONG GRAVEL ROAD, THENCE 18.4 MILES NORTH ALONG DIRT ROAD,
 MU0553'6.0 MILES WEST AND 4.8 MILES SOUTH OF WINTERS RANCH -STONE HOUSE-, AT
 MU0553'A Y-ROAD NORTHEAST, 59 FEET WEST OF THE CENTER OF THE Y-ROAD JUNCTION,
 MU0553'SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0553'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0166 ***********************************************************************
 MT0166  DESIGNATION -  24 GWM
 MT0166  PID         -  MT0166
 MT0166  STATE/COUNTY-  NV/ELKO
 MT0166  USGS QUAD   -  MONTELLO (1967)
 MT0166
 MT0166                         *CURRENT SURVEY CONTROL
 MT0166  ___________________________________________________________________
 MT0166* NAD 83(1986)-  41 17 17.     (N)    114 11 28.     (W)     SCALED    
 MT0166* NAVD 88     -      1492.425  (meters)    4896.40   (feet)  ADJUSTED  
 MT0166  ___________________________________________________________________
 MT0166  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 MT0166  DYNAMIC HT  -        1491.271 (meters)    4892.61  (feet)  COMP
 MT0166  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 MT0166
 MT0166  VERT ORDER  -  SECOND    CLASS 0
 MT0166
 MT0166.The horizontal coordinates were scaled from a topographic map and have
 MT0166.an estimated accuracy of +/- 6 seconds.
 MT0166
 MT0166.The orthometric height was determined by differential leveling
 MT0166.and adjusted by the National Geodetic Survey in June 1991..
 MT0166
 MT0166.The geoid height was determined by GEOID03.
 MT0166
 MT0166.The dynamic height is computed by dividing the NAVD 88
 MT0166.geopotential number by the normal gravity value computed on the
 MT0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0166.degrees latitude (g = 980.6199 gals.).
 MT0166
 MT0166.The modeled gravity was interpolated from observed gravity values.
 MT0166
 MT0166;                    North         East    Units  Estimated Accuracy
 MT0166;SPC NV E     - 8,726,570.      316,610.      MT  (+/- 180 meters Scaled)
 MT0166
 MT0166                          SUPERSEDED SURVEY CONTROL
 MT0166
 MT0166  NGVD 29 (??/??/92) 1491.324  (m)         4892.79   (f) ADJ UNCH    2 0
 MT0166
 MT0166.Superseded values are not recommended for survey control.
 MT0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0166.See file dsdata.txt to determine how the superseded data were derived.
 MT0166
 MT0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF352745(NAD 83)
 MT0166_MARKER: DD = SURVEY DISK
 MT0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0166_STAMPING: GWM 24 1939 4893
 MT0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0166+STABILITY: SURFACE MOTION
 MT0166
 MT0166  HISTORY     - Date     Condition        Report By
 MT0166  HISTORY     - 1939     MONUMENTED       USGS
 MT0166  HISTORY     - 1958     GOOD             NGS
 MT0166
 MT0166                          STATION DESCRIPTION
 MT0166
 MT0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0166'1.95 MI N FROM MONTELLO.
 MT0166'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0166'MONTELLO, THENCE 1.8 MILES NORTH ALONG A GRAVEL ROAD, 193 FEET NORTH
 MT0166'OF THE CENTER OF THE Y JUNCTION OF A TRACK ROAD NORTHEAST, 37 FEET
 MT0166'EAST OF THE CENTER LINE OF THE MAIN ROAD, 40 1/2 FEET NORTHWEST OF THE
 MT0166'CENTER LINE OF THE TRACK ROAD, 26 FEET SOUTH OF THE CENTER OF A SMALL
 MT0166'BLADED DITCH, LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE
 MT0166'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0380 ***********************************************************************
 LQ0380  DESIGNATION -  24 H
 LQ0380  PID         -  LQ0380
 LQ0380  STATE/COUNTY-  NV/ELKO
 LQ0380  USGS QUAD   -  FROST CREEK (1985)
 LQ0380
 LQ0380                         *CURRENT SURVEY CONTROL
 LQ0380  ___________________________________________________________________
 LQ0380* NAD 83(1994)-  40 21 31.25399(N)    115 38 29.60137(W)     ADJUSTED  
 LQ0380* NAVD 88     -      1780.626  (meters)    5841.94   (feet)  ADJUSTED  
 LQ0380  ___________________________________________________________________
 LQ0380  LAPLACE CORR-           7.68  (seconds)                    DEFLEC99
 LQ0380  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 LQ0380  DYNAMIC HT  -        1778.988 (meters)    5836.56  (feet)  COMP
 LQ0380  MODELED GRAV-     979,642.8   (mgal)                       NAVD 88
 LQ0380
 LQ0380  HORZ ORDER  -  THIRD
 LQ0380  VERT ORDER  -  SECOND    CLASS 0
 LQ0380
 LQ0380.The horizontal coordinates were established by classical geodetic methods
 LQ0380.and adjusted by the National Geodetic Survey in March 1999..
 LQ0380
 LQ0380.The orthometric height was determined by differential leveling
 LQ0380.and adjusted by the National Geodetic Survey in June 1991..
 LQ0380
 LQ0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0380
 LQ0380.The geoid height was determined by GEOID03.
 LQ0380
 LQ0380.The dynamic height is computed by dividing the NAVD 88
 LQ0380.geopotential number by the normal gravity value computed on the
 LQ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0380.degrees latitude (g = 980.6199 gals.).
 LQ0380
 LQ0380.The modeled gravity was interpolated from observed gravity values.
 LQ0380
 LQ0380;                    North         East     Units Scale Factor Converg.
 LQ0380;SPC NV E     - 8,622,437.402   195,054.753   MT  0.99990030   -0 02 15.7
 LQ0380;SPC NV E     -28,288,780.04    639,942.14   sFT  0.99990030   -0 02 15.7
 LQ0380;UTM  11      - 4,468,454.206   615,349.157   MT  0.99976378   +0 52 47.2
 LQ0380
 LQ0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0380!SPC NV E     -   0.99972376  x   0.99990030  =   0.99962408
 LQ0380!UTM  11      -   0.99972376  x   0.99976378  =   0.99948760
 LQ0380
 LQ0380                          SUPERSEDED SURVEY CONTROL
 LQ0380
 LQ0380  NGVD 29 (??/??/92) 1779.48   (m)         5838.2    (f) COMPUTED    2 0
 LQ0380
 LQ0380.Superseded values are not recommended for survey control.
 LQ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0380.See file dsdata.txt to determine how the superseded data were derived.
 LQ0380
 LQ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE1534968454(NAD 83)
 LQ0380_MARKER: DS = TRIANGULATION STATION DISK
 LQ0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0380_STAMPING: 24 H 1933 5838
 LQ0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0380+STABILITY: SURFACE MOTION
 LQ0380
 LQ0380  HISTORY     - Date     Condition        Report By
 LQ0380  HISTORY     - 1933     MONUMENTED       CGS
 LQ0380  HISTORY     - 1963     GOOD             NGS
 LQ0380  HISTORY     - 1966     GOOD             USGS
 LQ0380
 LQ0380                          STATION DESCRIPTION
 LQ0380
 LQ0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LQ0380'5.15 MI SE FROM JIGGS.
 LQ0380'3.3 MILES SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0380'JIGGS, THENCE 1.85 MILES SOUTHEAST ALONG THE HARRISON PASS ROAD, 0.3
 LQ0380'MILE WEST OF THE CROSSING OF CORRAL CREEK, ON A SUMMIT, ABOUT 200 FEET
 LQ0380'SOUTHEAST AND ACROSS THE ROAD FROM A FENCE CORNER, 105 FEET SOUTH OF
 LQ0380'THE CENTER LINE OF THE ROAD, 2.3 FEET NORTHEAST OF A FENCE, 0.4 FEET
 LQ0380'SOUTHWEST OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE HIGHWAY AND
 LQ0380'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 LQ0380
 LQ0380                          STATION RECOVERY (1966)
 LQ0380
 LQ0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LQ0380'LOCATED 5 MI. BY RD SSE OF JIGGS, 9 MI. NW OF HARRISON PASS, 125 FT SE
 LQ0380'OF A---Y---FORMED BY THE JUNCTION OF OLD AND NEW RD, 45 FT S OF THE
 LQ0380'CENTERLINE OF THE OLD RD AND 2 FT N OF A FENCE LINE, IN NW QUARTER
 LQ0380'SECTION 35 T29N, R56E. STATION MARK--STANDARD TABLET STAMPED---24 H
 LQ0380'1933 5838---SET IN CON- CRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0500 ***********************************************************************
 LS0500  DESIGNATION -  24 HJH
 LS0500  PID         -  LS0500
 LS0500  STATE/COUNTY-  NV/WASHOE
 LS0500  USGS QUAD   -  TOHAKUM PEAK SE (1980)
 LS0500
 LS0500                         *CURRENT SURVEY CONTROL
 LS0500  ___________________________________________________________________
 LS0500* NAD 83(1986)-  40 06 00.     (N)    119 22 15.     (W)     SCALED    
 LS0500* NAVD 88     -      1170.259  (meters)    3839.42   (feet)  ADJUSTED  
 LS0500  ___________________________________________________________________
 LS0500  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 LS0500  DYNAMIC HT  -        1169.325 (meters)    3836.36  (feet)  COMP
 LS0500  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 LS0500
 LS0500  VERT ORDER  -  SECOND    CLASS 0
 LS0500
 LS0500.The horizontal coordinates were scaled from a topographic map and have
 LS0500.an estimated accuracy of +/- 6 seconds.
 LS0500
 LS0500.The orthometric height was determined by differential leveling
 LS0500.and adjusted by the National Geodetic Survey in June 1991..
 LS0500
 LS0500.The geoid height was determined by GEOID03.
 LS0500
 LS0500.The dynamic height is computed by dividing the NAVD 88
 LS0500.geopotential number by the normal gravity value computed on the
 LS0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0500.degrees latitude (g = 980.6199 gals.).
 LS0500
 LS0500.The modeled gravity was interpolated from observed gravity values.
 LS0500
 LS0500;                    North         East    Units  Estimated Accuracy
 LS0500;SPC NV W     - 4,594,010.      732,860.      MT  (+/- 180 meters Scaled)
 LS0500
 LS0500                          SUPERSEDED SURVEY CONTROL
 LS0500
 LS0500  NGVD 29 (??/??/92) 1169.288  (m)         3836.24   (f) ADJ UNCH    2 0
 LS0500
 LS0500.Superseded values are not recommended for survey control.
 LS0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0500.See file dsdata.txt to determine how the superseded data were derived.
 LS0500
 LS0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE979415(NAD 83)
 LS0500_MARKER: DB = BENCH MARK DISK
 LS0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0500_SP_SET: CONCRETE POST
 LS0500_STAMPING: 24 HJH 1962 3836
 LS0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0500+STABILITY: SURFACE MOTION
 LS0500
 LS0500  HISTORY     - Date     Condition        Report By
 LS0500  HISTORY     - 1962     MONUMENTED       USGS
 LS0500
 LS0500                          STATION DESCRIPTION
 LS0500
 LS0500'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0500'32.2 KM (20.00 MI) NORTH FROM NIXON.
 LS0500'20.0 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34 ON THE EAST EDGE OF
 LS0500'A CUT IN THE TOP OF A LOW RIDGE, ABOUT 85 YARDS NORTH OF A BORROW
 LS0500'PIT, 38 FEET EAST OF THE HIGHWAY CENTERLINE.
 LS0500'THE MARK IS 3.0 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0478 ***********************************************************************
 MV0478  DESIGNATION -  24 LRC
 MV0478  PID         -  MV0478
 MV0478  STATE/COUNTY-  NV/HUMBOLDT
 MV0478  USGS QUAD   -  PAIUTE MEADOWS (1972)
 MV0478
 MV0478                         *CURRENT SURVEY CONTROL
 MV0478  ___________________________________________________________________
 MV0478* NAD 83(1986)-  41 15 46.     (N)    118 56 22.     (W)     SCALED    
 MV0478* NAVD 88     -      1369.178  (meters)    4492.04   (feet)  ADJUSTED  
 MV0478  ___________________________________________________________________
 MV0478  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 MV0478  DYNAMIC HT  -        1368.187 (meters)    4488.79  (feet)  COMP
 MV0478  MODELED GRAV-     979,852.4   (mgal)                       NAVD 88
 MV0478
 MV0478  VERT ORDER  -  SECOND    CLASS 0
 MV0478
 MV0478.The horizontal coordinates were scaled from a topographic map and have
 MV0478.an estimated accuracy of +/- 6 seconds.
 MV0478
 MV0478.The orthometric height was determined by differential leveling
 MV0478.and adjusted by the National Geodetic Survey in June 1991..
 MV0478
 MV0478.The geoid height was determined by GEOID03.
 MV0478
 MV0478.The dynamic height is computed by dividing the NAVD 88
 MV0478.geopotential number by the normal gravity value computed on the
 MV0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0478.degrees latitude (g = 980.6199 gals.).
 MV0478
 MV0478.The modeled gravity was interpolated from observed gravity values.
 MV0478
 MV0478;                    North         East    Units  Estimated Accuracy
 MV0478;SPC NV W     - 4,722,890.      770,160.      MT  (+/- 180 meters Scaled)
 MV0478
 MV0478                          SUPERSEDED SURVEY CONTROL
 MV0478
 MV0478.No superseded survey control is available for this station.
 MV0478
 MV0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF375697(NAD 83)
 MV0478_MARKER: DD = SURVEY DISK
 MV0478_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0478_SP_SET: COPPER-CLAD STEEL ROD
 MV0478_STAMPING: 24 LRC 1972 4488
 MV0478_MARK LOGO: USGS  
 MV0478_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0478+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0478
 MV0478  HISTORY     - Date     Condition        Report By
 MV0478  HISTORY     - 1972     MONUMENTED       USGS
 MV0478
 MV0478                          STATION DESCRIPTION
 MV0478
 MV0478'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0478'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0478'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0478'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0478'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 23.4 MILES NORTH
 MV0478'ALONG TRACK ROAD TO THE SUMMIT OF A LOW SADDLE, 3.2 MILES SOUTH OF
 MV0478'PAHUTE MEADOW RANCH, 24.2 MILES SOUTH OF LEONARD CREEK RANCH AND NORTH
 MV0478'OF GAINS SPRING, 36 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET
 MV0478'EAST OF A WITNESS POST, ENCASED IN A CASING AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0453 ***********************************************************************
 HP0453  DESIGNATION -  24 LRC
 HP0453  PID         -  HP0453
 HP0453  STATE/COUNTY-  NV/LINCOLN
 HP0453  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0453
 HP0453                         *CURRENT SURVEY CONTROL
 HP0453  ___________________________________________________________________
 HP0453* NAD 83(1986)-  37 09 13.     (N)    114 26 45.     (W)     SCALED    
 HP0453* NAVD 88     -       922.177  (meters)    3025.51   (feet)  POSTED    
 HP0453  ___________________________________________________________________
 HP0453  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 HP0453  DYNAMIC HT  -         921.240 (meters)    3022.43  (feet)  COMP
 HP0453  MODELED GRAV-     979,579.9   (mgal)                       NAVD 88
 HP0453
 HP0453  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0453
 HP0453.The horizontal coordinates were scaled from a topographic map and have
 HP0453.an estimated accuracy of +/- 6 seconds.
 HP0453
 HP0453.The orthometric height was determined by differential leveling
 HP0453.and adjusted by the National Geodetic Survey in 1992..
 HP0453.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0453.rate of 1.1 thru 2.0 mm/km.
 HP0453
 HP0453.The geoid height was determined by GEOID03.
 HP0453
 HP0453.The dynamic height is computed by dividing the NAVD 88
 HP0453.geopotential number by the normal gravity value computed on the
 HP0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0453.degrees latitude (g = 980.6199 gals.).
 HP0453
 HP0453.The modeled gravity was interpolated from observed gravity values.
 HP0453
 HP0453;                    North         East    Units  Estimated Accuracy
 HP0453;SPC NV E     - 8,267,280.      301,040.      MT  (+/- 180 meters Scaled)
 HP0453
 HP0453                          SUPERSEDED SURVEY CONTROL
 HP0453
 HP0453.No superseded survey control is available for this station.
 HP0453
 HP0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB268149(NAD 83)
 HP0453_MARKER: DD = SURVEY DISK
 HP0453_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0453_SP_SET: COPPER-CLAD STEEL ROD
 HP0453_STAMPING: 24 LRC 1973 3023
 HP0453_MARK LOGO: USGS  
 HP0453_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0453+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0453
 HP0453  HISTORY     - Date     Condition        Report By
 HP0453  HISTORY     - 1973     MONUMENTED       USGS
 HP0453
 HP0453                          STATION DESCRIPTION
 HP0453
 HP0453'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0453'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0453'MILES NORTH ALONG A GRAVEL ROAD TO A Y-ROAD, THENCE 2.2 MILES EAST UP
 HP0453'A DRAIN TO A SLIGHT RISE OVER THE POINT OF A LOW RIDGE FROM THE
 HP0453'NORTHEAST, 1.0 MILE WEST OF THE TOP OF A GRADE, 25 FEET NORTH AND 3
 HP0453'FEET HIGHER THAN THE CENTER OF THE ROAD, 17 FEET EAST OF A SMALL
 HP0453'DRAIN, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 HP0453'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0803 ***********************************************************************
 JR0803  DESIGNATION -  24 RESET
 JR0803  PID         -  JR0803
 JR0803  STATE/COUNTY-  NV/DOUGLAS
 JR0803  USGS QUAD   -  MINDEN (1982)
 JR0803
 JR0803                         *CURRENT SURVEY CONTROL
 JR0803  ___________________________________________________________________
 JR0803* NAD 83(1986)-  38 56 57.     (N)    119 45 35.     (W)     SCALED    
 JR0803* NAVD 88     -      1442.81   (+/-2cm)    4733.6    (feet)  VERTCON   
 JR0803  ___________________________________________________________________
 JR0803  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 JR0803
 JR0803  VERT ORDER  -  THIRD (See Below)
 JR0803
 JR0803.The horizontal coordinates were scaled from a topographic map and have
 JR0803.an estimated accuracy of +/- 6 seconds.
 JR0803
 JR0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0803.The vertical order pertains to the NGVD 29 superseded value.
 JR0803
 JR0803.The geoid height was determined by GEOID03.
 JR0803
 JR0803;                    North         East    Units  Estimated Accuracy
 JR0803;SPC NV W     - 4,466,610.      698,030.      MT  (+/- 180 meters Scaled)
 JR0803
 JR0803                          SUPERSEDED SURVEY CONTROL
 JR0803
 JR0803  NGVD 29 (07/31/00) 1441.69   (m)         4729.9    (f) RESET       3  
 JR0803
 JR0803.Superseded values are not recommended for survey control.
 JR0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0803.See file dsdata.txt to determine how the superseded data were derived.
 JR0803
 JR0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD608147(NAD 83)
 JR0803_MARKER: DD = SURVEY DISK
 JR0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0803_STAMPING: 24 RESET 1958
 JR0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0803+STABILITY: SURFACE MOTION
 JR0803
 JR0803  HISTORY     - Date     Condition        Report By
 JR0803  HISTORY     - 1958     MONUMENTED       NVDH
 JR0803
 JR0803                          STATION DESCRIPTION
 JR0803
 JR0803'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1958
 JR0803'0.4 MI SE FROM MINDEN.
 JR0803'0.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE
 JR0803'AT MINDEN, 0.6 MILE NORTHWEST OF THE DOUGLAS COUNTY HIGH SCHOOL
 JR0803'AT GARDNERVILLE, ABOUT 150 FEET SOUTHEAST OF Y JUNCTION FORMED
 JR0803'BY THE HIGHWAY AND A GRAVEL STREET LEADING WEST, ACROSS THE
 JR0803'HIGHWAY FROM A BODY SHOP, 39.2 FEET SOUTHWEST OF THE CENTER
 JR0803'LINE OF THE HIGHWAY, 32.15 FEET EAST OF TELEPHONE POLE 5585,
 JR0803'22.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE METHODIST
 JR0803'CHURCH, 39.3 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 JR0803'CHURCH, AND 2 FEET NORTHWEST OF A WITNESS POST.  IT IS SET IN
 JR0803'THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0662 ***********************************************************************
 GS0662  DESIGNATION -  24 TJS
 GS0662  PID         -  GS0662
 GS0662  STATE/COUNTY-  NV/NYE
 GS0662  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0662
 GS0662                         *CURRENT SURVEY CONTROL
 GS0662  ___________________________________________________________________
 GS0662* NAD 83(1986)-  36 49 19.     (N)    116 29 39.     (W)     SCALED    
 GS0662* NAVD 88     -      1158.571  (meters)    3801.08   (feet)  ADJUSTED  
 GS0662  ___________________________________________________________________
 GS0662  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 GS0662  DYNAMIC HT  -        1157.271 (meters)    3796.81  (feet)  COMP
 GS0662  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 GS0662
 GS0662  VERT ORDER  -  FIRST     CLASS I
 GS0662
 GS0662.The horizontal coordinates were scaled from a topographic map and have
 GS0662.an estimated accuracy of +/- 6 seconds.
 GS0662
 GS0662.The orthometric height was determined by differential leveling
 GS0662.and adjusted by the National Geodetic Survey in May 2004..
 GS0662
 GS0662.The geoid height was determined by GEOID03.
 GS0662
 GS0662.The dynamic height is computed by dividing the NAVD 88
 GS0662.geopotential number by the normal gravity value computed on the
 GS0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0662.degrees latitude (g = 980.6199 gals.).
 GS0662
 GS0662.The modeled gravity was interpolated from observed gravity values.
 GS0662
 GS0662;                    North         East    Units  Estimated Accuracy
 GS0662;SPC NV C     - 6,229,880.      515,390.      MT  (+/- 180 meters Scaled)
 GS0662
 GS0662                          SUPERSEDED SURVEY CONTROL
 GS0662
 GS0662  NAVD 88 (??/??/92) 1158.576  (m)         3801.09   (f) UNKNOWN     3 0
 GS0662  NGVD 29 (05/01/91) 1157.628  (m)         3797.98   (f) ADJUSTED    1 1
 GS0662
 GS0662.Superseded values are not recommended for survey control.
 GS0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0662.See file dsdata.txt to determine how the superseded data were derived.
 GS0662
 GS0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA451752(NAD 83)
 GS0662_MARKER: DB = BENCH MARK DISK
 GS0662_SETTING: 66 = SET IN ROCK OUTCROP
 GS0662_SP_SET: BEDROCK
 GS0662_STAMPING: 24 TJS 1983
 GS0662_MARK LOGO: USGS  
 GS0662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0662+STABILITY: POSITION/ELEVATION WELL
 GS0662
 GS0662  HISTORY     - Date     Condition        Report By
 GS0662  HISTORY     - 1983     MONUMENTED       USGS
 GS0662  HISTORY     - 1986     GOOD             USGS
 GS0662  HISTORY     - 1988     GOOD             USGS
 GS0662  HISTORY     - 19910215 GOOD             USGS
 GS0662  HISTORY     - 19921230 GOOD             USGS
 GS0662  HISTORY     - 19950105 GOOD             USGS
 GS0662
 GS0662                          STATION DESCRIPTION
 GS0662
 GS0662'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0662'43.3 KM (26.90 MI) ESE FROM BEATTY.
 GS0662'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0662'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0662'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0662'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0662'NORTHEASTERLY 4.1 MILES, 690 FEET NORTHWEST OF THE CENTERLINE OF THE
 GS0662'ROAD, ON THE WEST BANK OF A WASH, 5 FEET SOUTH OF A ROCK CAIRN.
 GS0662
 GS0662                          STATION RECOVERY (1986)
 GS0662
 GS0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0662'RECOVERED IN GOOD CONDITION.
 GS0662
 GS0662                          STATION RECOVERY (1988)
 GS0662
 GS0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0662'RECOVERED IN GOOD CONDITION.
 GS0662
 GS0662                          STATION RECOVERY (1991)
 GS0662
 GS0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0662'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0662'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0662'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0662'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0662'NORTHEASTERLY 4.1 MILES, 690 FEET NORTHWEST OF THE CENTERLINE OF THE
 GS0662'ROAD, ON THE WEST BANK OF A WASH, 5 FEET SOUTH OF A ROCK CAIRN.
 GS0662
 GS0662                          STATION RECOVERY (1992)
 GS0662
 GS0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0662'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0662'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0662'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0662'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0662'BEND IN THE ROAD, PROCEED NORTHEASTERLY 4.1 MILES (6.6 KM), 690 FEET
 GS0662'(210.3 M) NORTHWEST OF THE CENTERLINE OF THE ROAD, ON THE WEST BANK
 GS0662'OF A WASH, 5 FEET (1.5 M) SOUTH OF A ROCK CAIRN.
 GS0662
 GS0662                          STATION RECOVERY (1995)
 GS0662
 GS0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0662'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0576 ***********************************************************************
 LS0576  DESIGNATION -  244 DOR
 LS0576  PID         -  LS0576
 LS0576  STATE/COUNTY-  NV/PERSHING
 LS0576  USGS QUAD   -  WILDHORSE SPRING (1987)
 LS0576
 LS0576                         *CURRENT SURVEY CONTROL
 LS0576  ___________________________________________________________________
 LS0576* NAD 83(1994)-  40 00 05.70104(N)    118 19 36.61322(W)     ADJUSTED  
 LS0576* NAVD 88     -      1192.82   (+/-2cm)    3913.4    (feet)  VERTCON   
 LS0576  ___________________________________________________________________
 LS0576  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 LS0576  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 LS0576
 LS0576  HORZ ORDER  -  SECOND
 LS0576  VERT ORDER  -  THIRD ? (See Below)
 LS0576
 LS0576.The horizontal coordinates were established by classical geodetic methods
 LS0576.and adjusted by the National Geodetic Survey in June 1998..
 LS0576
 LS0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0576.The vertical order pertains to the NGVD 29 superseded value.
 LS0576
 LS0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0576
 LS0576.The geoid height was determined by GEOID03.
 LS0576
 LS0576;                    North         East     Units Scale Factor Converg.
 LS0576;SPC NV W     - 4,582,819.764   821,900.527   MT  0.99990590   +0 09 53.6
 LS0576;SPC NV W     -15,035,467.84  2,696,518.65   sFT  0.99990590   +0 09 53.6
 LS0576;UTM  11      - 4,428,776.041   386,742.428   MT  0.99975791   -0 51 10.8
 LS0576
 LS0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0576!SPC NV W     -   0.99981652  x   0.99990590  =   0.99972243
 LS0576!UTM  11      -   0.99981652  x   0.99975791  =   0.99957447
 LS0576
 LS0576                          SUPERSEDED SURVEY CONTROL
 LS0576
 LS0576  NAD 83(1986)-  40 00 05.70533(N)    118 19 36.60529(W) AD(       ) 2
 LS0576  NAD 27      -  40 00 06.00945(N)    118 19 33.09556(W) AD(       ) 2
 LS0576  NGVD 29 (07/19/86) 1191.91   (m)         3910.5    (f) LEVELING    3  
 LS0576
 LS0576.Superseded values are not recommended for survey control.
 LS0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0576.See file dsdata.txt to determine how the superseded data were derived.
 LS0576
 LS0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE8674228776(NAD 83)
 LS0576_MARKER: DB = BENCH MARK DISK
 LS0576_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LS0576+WITH SETTING: INFORMATION.
 LS0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0576
 LS0576  HISTORY     - Date     Condition        Report By
 LS0576  HISTORY     - 1974     MONUMENTED       DMA
 LS0576  HISTORY     - 1976     GOOD             DMA
 LS0576
 LS0576                          STATION DESCRIPTION
 LS0576
 LS0576'DESCRIBED BY DEFENSE MAP AGENCY 1974 (JLW)
 LS0576'TO REACH FROM THE U.S. POST OFFICE IN LOVELOCK.  GO SOUTHEAST ON MAIN
 LS0576'STREET FOR 0.2 MILE TO A STOP SIGN, TURN RIGHT ON AMHURST STREET,
 LS0576'BECOMING SOUTH MERIDIAN ROAD, AND GO 8.5 MILES TO A T INTERSECTION,
 LS0576'TURN LEFT AND GO EAST, CROSSING AN IRRIGATION DITCH, THENCE
 LS0576'SOUTHEAST ON MAIN TRAVELLED ROAD OVER WILDHORSE PASS FOR 6.6
 LS0576'MILES TO A FORK AND SIGN--R2E KE2, TURN LEFT AND GO
 LS0576'EAST-NORTHEAST FOR 3.5 MILES TO A ROAD LEFT, KEEPING RIGHT GO
 LS0576'1.15 MILES TO A POWERLINE CROSSING AND TRACK ROAD EAST, TURN RIGHT
 LS0576'ALONG POWERLINE AND GO EAST ON TRACKS FOR 0.9 MILE TO A
 LS0576'NORTHEAST-SOUTHWEST POWERLINE, TURN RIGHT AND GO SOUTHWEST ALONG
 LS0576'POWERLINE FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 LS0576'
 LS0576'MARK, IS A USGS BENCH MARK DISK CRIMPED TO THE TOP OF A BRASS COATED
 LS0576'ROD ENCASED IN A FIBER PIPE THAT PROJECTS 10-INCHES ABOVE THE
 LS0576'GROUND.  IT IS STAMPED--244 DOR 3911 1968.  IT IS LOCATED 215 FEET
 LS0576'SOUTHWEST OF A SIGN--CAUTION UNDERGROUND CABLE, 50 FEET NORTHWEST
 LS0576'OF THE CENTERLINE OF THE ROAD, 10 FEET SOUTHWEST OF POWER POLE
 LS0576'NO. 41456, AND 2 FEET NORTHEAST OF A STEEL WITNESS POST.
 LS0576
 LS0576                          STATION RECOVERY (1976)
 LS0576
 LS0576'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (LWL)
 LS0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0038 ***********************************************************************
 FS0038  DESIGNATION -  2481.58
 FS0038  PID         -  FS0038
 FS0038  STATE/COUNTY-  NV/CLARK
 FS0038  USGS QUAD   -  BOULDER CITY (1983)
 FS0038
 FS0038                         *CURRENT SURVEY CONTROL
 FS0038  ___________________________________________________________________
 FS0038* NAD 83(1986)-  35 58 31.     (N)    114 50 22.     (W)     SCALED    
 FS0038* NAVD 88     -       757.011  (meters)    2483.63   (feet)  ADJUSTED  
 FS0038  ___________________________________________________________________
 FS0038  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FS0038  DYNAMIC HT  -         756.216 (meters)    2481.02  (feet)  COMP
 FS0038  MODELED GRAV-     979,557.8   (mgal)                       NAVD 88
 FS0038
 FS0038  VERT ORDER  -  FIRST     CLASS I
 FS0038
 FS0038.The horizontal coordinates were scaled from a topographic map and have
 FS0038.an estimated accuracy of +/- 6 seconds.
 FS0038
 FS0038.The orthometric height was determined by differential leveling
 FS0038.and adjusted by the National Geodetic Survey in June 1991..
 FS0038
 FS0038.The geoid height was determined by GEOID03.
 FS0038
 FS0038.The dynamic height is computed by dividing the NAVD 88
 FS0038.geopotential number by the normal gravity value computed on the
 FS0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0038.degrees latitude (g = 980.6199 gals.).
 FS0038
 FS0038.The modeled gravity was interpolated from observed gravity values.
 FS0038
 FS0038;                    North         East    Units  Estimated Accuracy
 FS0038;SPC NV E     - 8,136,180.      267,090.      MT  (+/- 180 meters Scaled)
 FS0038
 FS0038                          SUPERSEDED SURVEY CONTROL
 FS0038
 FS0038  NGVD 29 (??/??/92)  756.293  (m)         2481.27   (f) ADJ UNCH    1 1
 FS0038
 FS0038.Superseded values are not recommended for survey control.
 FS0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0038.See file dsdata.txt to determine how the superseded data were derived.
 FS0038
 FS0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV948833(NAD 83)
 FS0038_MARKER: DD = SURVEY DISK
 FS0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0038_SP_SET: CURB
 FS0038_MARK LOGO: BOR   
 FS0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0038
 FS0038  HISTORY     - Date     Condition        Report By
 FS0038  HISTORY     - UNK      MONUMENTED       BOR
 FS0038  HISTORY     - 1950     GOOD             NGS
 FS0038  HISTORY     - 1969     GOOD             NGS
 FS0038  HISTORY     - 1981     GOOD             NGS
 FS0038
 FS0038                          STATION DESCRIPTION
 FS0038
 FS0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0038'AT BOULDER CITY.
 FS0038'IN BOULDER CITY, 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 93 FROM
 FS0038'THE U.S. BUREAU OF RECLAMATION ADMINISTRATION OFFICE BUILDING,
 FS0038'AT THE JUNCTION OF NEW MEXICO STREET, IN THE TOP OF THE CONCRETE
 FS0038'CURB, 70 FEET NORTHEAST OF THE CENTER LINE OF THE STREET, 29.7
 FS0038'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2
 FS0038'FOOT HIGHER THAN THE HIGHWAY.
 FS0038
 FS0038                          STATION RECOVERY (1969)
 FS0038
 FS0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0038'RECOVERED IN GOOD CONDITION.
 FS0038
 FS0038                          STATION RECOVERY (1981)
 FS0038
 FS0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0038'RECOVERED IN GOOD CONDITION. NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0228 ***********************************************************************
 JR0228  DESIGNATION -  25
 JR0228  PID         -  JR0228
 JR0228  STATE/COUNTY-  NV/MINERAL
 JR0228  USGS QUAD   -  BASALT (1982)
 JR0228
 JR0228                         *CURRENT SURVEY CONTROL
 JR0228  ___________________________________________________________________
 JR0228* NAD 83(1986)-  38 05 16.     (N)    118 16 58.     (W)     SCALED    
 JR0228* NAVD 88     -      1739.548  (meters)    5707.17   (feet)  ADJUSTED  
 JR0228  ___________________________________________________________________
 JR0228  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 JR0228  DYNAMIC HT  -        1737.594 (meters)    5700.76  (feet)  COMP
 JR0228  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 JR0228
 JR0228  VERT ORDER  -  FIRST     CLASS II
 JR0228
 JR0228.The horizontal coordinates were scaled from a topographic map and have
 JR0228.an estimated accuracy of +/- 6 seconds.
 JR0228
 JR0228.The orthometric height was determined by differential leveling
 JR0228.and adjusted by the National Geodetic Survey in June 1991..
 JR0228
 JR0228.The geoid height was determined by GEOID03.
 JR0228
 JR0228.The dynamic height is computed by dividing the NAVD 88
 JR0228.geopotential number by the normal gravity value computed on the
 JR0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0228.degrees latitude (g = 980.6199 gals.).
 JR0228
 JR0228.The modeled gravity was interpolated from observed gravity values.
 JR0228
 JR0228;                    North         East    Units  Estimated Accuracy
 JR0228;SPC NV W     - 4,370,390.      826,360.      MT  (+/- 180 meters Scaled)
 JR0228
 JR0228                          SUPERSEDED SURVEY CONTROL
 JR0228
 JR0228  NGVD 29 (??/??/92) 1738.257  (m)         5702.93   (f) ADJ UNCH    1 2
 JR0228
 JR0228.Superseded values are not recommended for survey control.
 JR0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0228.See file dsdata.txt to determine how the superseded data were derived.
 JR0228
 JR0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC875163(NAD 83)
 JR0228_MARKER: DD = SURVEY DISK
 JR0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0228_SP_SET: CONCRETE POST
 JR0228_STAMPING: 25 S 662-1 M1-10
 JR0228_MARK LOGO: NVDH  
 JR0228_PROJECTION: PROJECTING 10 CENTIMETERS
 JR0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0228+STABILITY: SURFACE MOTION
 JR0228
 JR0228  HISTORY     - Date     Condition        Report By
 JR0228  HISTORY     - UNK      MONUMENTED       NVDH
 JR0228  HISTORY     - 1955     GOOD             NGS
 JR0228  HISTORY     - 1986     GOOD             NGS
 JR0228
 JR0228                          STATION DESCRIPTION
 JR0228
 JR0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0228'6.1 MI N FROM BASALT.
 JR0228'6.1 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0228'HIGHWAY 6 AT BASALT, AT A SHORT SHALLOW CUT BANK, 65.8 FEET
 JR0228'NORTHEAST OF THE CENTER OF THE SOUTHEAST END OF A 24-INCH
 JR0228'CORRUGATED METAL PIPE CULVERT, 41.7 FEET EAST OF THE CENTER
 JR0228'LINE OF THE HIGHWAY, 1.7 FEET NORTHWEST OF A WITNESS POST,
 JR0228'ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 JR0228'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 JR0228
 JR0228                          STATION RECOVERY (1986)
 JR0228
 JR0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0228'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0228'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 JR0228'MONTGOMERY, THENCE 9.0 KM (5.6 MI) NORTH ALONG STATE HIGHWAY 360,
 JR0228'0.67 KM (0.42 MI) SOUTH OF MILEPOST 6, ON TOP OF A SHORT LOW CUT BANK
 JR0228'AT THE NORTH END OF A CURVE, 12.6 METERS (41.5 FT) EAST OF THE
 JR0228'CENTERLINE OF THE HIGHWAY, 20.1 METERS (66.0 FT) NORTH OF THE EAST
 JR0228'END OF A 24-INCH CULVERT.
 JR0228'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 JR0228'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0848 ***********************************************************************
 JR0848  DESIGNATION -  25 1
 JR0848  PID         -  JR0848
 JR0848  STATE/COUNTY-  NV/DOUGLAS
 JR0848  USGS QUAD   -  GARDNERVILLE (1982)
 JR0848
 JR0848                         *CURRENT SURVEY CONTROL
 JR0848  ___________________________________________________________________
 JR0848* NAD 83(1986)-  38 55 24.     (N)    119 43 32.     (W)     SCALED    
 JR0848* NAVD 88     -      1463.19   (+/-2cm)    4800.5    (feet)  VERTCON   
 JR0848  ___________________________________________________________________
 JR0848  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 JR0848
 JR0848  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0848
 JR0848.The horizontal coordinates were scaled from a topographic map and have
 JR0848.an estimated accuracy of +/- 6 seconds.
 JR0848
 JR0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0848.The vertical order pertains to the NGVD 29 superseded value.
 JR0848
 JR0848.The geoid height was determined by GEOID03.
 JR0848
 JR0848;                    North         East    Units  Estimated Accuracy
 JR0848;SPC NV W     - 4,463,710.      700,960.      MT  (+/- 180 meters Scaled)
 JR0848
 JR0848                          SUPERSEDED SURVEY CONTROL
 JR0848
 JR0848  NGVD 29 (??/??/92) 1462.066  (m)         4796.79   (f) ADJ UNCH    2 0
 JR0848
 JR0848.Superseded values are not recommended for survey control.
 JR0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0848.See file dsdata.txt to determine how the superseded data were derived.
 JR0848
 JR0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD637118(NAD 83)
 JR0848_MARKER: DD = SURVEY DISK
 JR0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0848_STAMPING: 25-1
 JR0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0848+STABILITY: SURFACE MOTION
 JR0848
 JR0848  HISTORY     - Date     Condition        Report By
 JR0848  HISTORY     - UNK      MONUMENTED       NVGS
 JR0848  HISTORY     - 1951     GOOD             NGS
 JR0848
 JR0848                          STATION DESCRIPTION
 JR0848
 JR0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0848'2 MI SE FROM GARDNERVILLE.
 JR0848'ABOUT 2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE
 JR0848'DOUGLAS COUNTY HIGH SCHOOL, AT THE T JUNCTION OF A ROAD LEADING
 JR0848'NORTHEAST TO A RANCH HOUSE, 81.3 FEET NORTHEAST OF BENCH MARK
 JR0848'K 119, 74 FEET NORTHWEST OF THE CENTER LINE OF THE RANCH ROAD,
 JR0848'39.2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 JR0848'NORTHWEST OF POWER LINE POLE NO. 6935, 2 FEET SOUTHWEST OF A
 JR0848'FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 JR0848'A CONCRETE POST PROJECTING 0.7 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0542 ***********************************************************************
 JR0542  DESIGNATION -  25 1 RESET
 JR0542  PID         -  JR0542
 JR0542  STATE/COUNTY-  NV/DOUGLAS
 JR0542  USGS QUAD   -  GARDNERVILLE (1982)
 JR0542
 JR0542                         *CURRENT SURVEY CONTROL
 JR0542  ___________________________________________________________________
 JR0542* NAD 83(1986)-  38 55 24.     (N)    119 43 32.     (W)     SCALED    
 JR0542* NAVD 88     -      1462.84   (+/-2cm)    4799.3    (feet)  VERTCON   
 JR0542  ___________________________________________________________________
 JR0542  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 JR0542
 JR0542  VERT ORDER  -  THIRD (See Below)
 JR0542
 JR0542.The horizontal coordinates were scaled from a topographic map and have
 JR0542.an estimated accuracy of +/- 6 seconds.
 JR0542
 JR0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0542.The vertical order pertains to the NGVD 29 superseded value.
 JR0542
 JR0542.The geoid height was determined by GEOID03.
 JR0542
 JR0542;                    North         East    Units  Estimated Accuracy
 JR0542;SPC NV W     - 4,463,710.      700,960.      MT  (+/- 180 meters Scaled)
 JR0542
 JR0542                          SUPERSEDED SURVEY CONTROL
 JR0542
 JR0542  NGVD 29 (??/??/??) 1461.72   (m)         4795.7    (f) RESET       3  
 JR0542
 JR0542.Superseded values are not recommended for survey control.
 JR0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0542.See file dsdata.txt to determine how the superseded data were derived.
 JR0542
 JR0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD637118(NAD 83)
 JR0542_MARKER: DB = BENCH MARK DISK
 JR0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0542_STAMPING: 25-1 RESET 1969
 JR0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0542+STABILITY: SURFACE MOTION
 JR0542
 JR0542  HISTORY     - Date     Condition        Report By
 JR0542  HISTORY     - 1969     MONUMENTED       CGS
 JR0542  HISTORY     - 1970     GOOD             NGS
 JR0542
 JR0542                          STATION DESCRIPTION
 JR0542
 JR0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JR0542'2 MI SE FROM GARDNERVILLE.
 JR0542'ABOUT 2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE
 JR0542'DOUGLAS COUNTY HIGH SCHOOL, AT THE T JUNCTION OF A ROAD LEADING
 JR0542'NORTHEAST TO A RANCH HOUSE, 42.5 FT NORTHWEST OF THE CENTERLINE
 JR0542'OF THE HIGHWAY, 3 FEET NORTHWEST OF POWER LINE GUY POLE 129041
 JR0542'AND SET IN TOP OF CONCRETE MONUMENT PROJECTING APPROXIMATELY
 JR0542'0.3 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0631 ***********************************************************************
 MU0631  DESIGNATION -  25 BKC
 MU0631  PID         -  MU0631
 MU0631  STATE/COUNTY-  NV/ELKO
 MU0631  USGS QUAD   -  CORRAL LAKE (1973)
 MU0631
 MU0631                         *CURRENT SURVEY CONTROL
 MU0631  ___________________________________________________________________
 MU0631* NAD 83(1986)-  41 41 00.     (N)    116 47 21.     (W)     SCALED    
 MU0631* NAVD 88     -      1632.234  (meters)    5355.09   (feet)  POSTED    
 MU0631  ___________________________________________________________________
 MU0631  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 MU0631  DYNAMIC HT  -        1631.030 (meters)    5351.14  (feet)  COMP
 MU0631  MODELED GRAV-     979,826.9   (mgal)                       NAVD 88
 MU0631
 MU0631  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0631
 MU0631.The horizontal coordinates were scaled from a topographic map and have
 MU0631.an estimated accuracy of +/- 6 seconds.
 MU0631
 MU0631.The orthometric height was determined by differential leveling
 MU0631.and adjusted by the National Geodetic Survey in 1992..
 MU0631.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0631.rate of 0.0 thru 1.0 mm/km.
 MU0631
 MU0631.The geoid height was determined by GEOID03.
 MU0631
 MU0631.The dynamic height is computed by dividing the NAVD 88
 MU0631.geopotential number by the normal gravity value computed on the
 MU0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0631.degrees latitude (g = 980.6199 gals.).
 MU0631
 MU0631.The modeled gravity was interpolated from observed gravity values.
 MU0631
 MU0631;                    North         East    Units  Estimated Accuracy
 MU0631;SPC NV E     - 8,770,230.       99,610.      MT  (+/- 180 meters Scaled)
 MU0631
 MU0631                          SUPERSEDED SURVEY CONTROL
 MU0631
 MU0631  NGVD 29 (??/??/92) 1631.09   (m)         5351.3    (f) COMPUTED    2 0
 MU0631
 MU0631.Superseded values are not recommended for survey control.
 MU0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0631.See file dsdata.txt to determine how the superseded data were derived.
 MU0631
 MU0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG175146(NAD 83)
 MU0631_MARKER: DD = SURVEY DISK
 MU0631_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0631_SP_SET: COPPER-CLAD STEEL ROD
 MU0631_STAMPING: 25 BKC 1973 5351
 MU0631_MARK LOGO: USGS  
 MU0631_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0631+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0631
 MU0631  HISTORY     - Date     Condition        Report By
 MU0631  HISTORY     - 1973     MONUMENTED       USGS
 MU0631
 MU0631                          STATION DESCRIPTION
 MU0631
 MU0631'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0631'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0631'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0631'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0631'ALONG ROAD, THENCE 12.3 MILES NORTH-NORTHWEST ALONG ROAD, 7.6 MILES
 MU0631'WEST AND 14.2 MILES NORTHWEST OF WINTERS RANCH -STONE HOUSE-, 57 FEET
 MU0631'SOUTHWEST OF THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD
 MU0631'ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0561 ***********************************************************************
 MT0561  DESIGNATION -  25 C
 MT0561  PID         -  MT0561
 MT0561  STATE/COUNTY-  NV/ELKO
 MT0561  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0561
 MT0561                         *CURRENT SURVEY CONTROL
 MT0561  ___________________________________________________________________
 MT0561* NAD 83(1986)-  41 50 05.     (N)    115 57 50.     (W)     SCALED    
 MT0561* NAVD 88     -      1720.586  (meters)    5644.96   (feet)  ADJUSTED  
 MT0561  ___________________________________________________________________
 MT0561  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 MT0561  DYNAMIC HT  -        1719.297 (meters)    5640.73  (feet)  COMP
 MT0561  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 MT0561
 MT0561  VERT ORDER  -  SECOND    CLASS 0
 MT0561
 MT0561.The horizontal coordinates were scaled from a topographic map and have
 MT0561.an estimated accuracy of +/- 6 seconds.
 MT0561
 MT0561.The orthometric height was determined by differential leveling
 MT0561.and adjusted by the National Geodetic Survey in June 1991..
 MT0561
 MT0561.The geoid height was determined by GEOID03.
 MT0561
 MT0561.The dynamic height is computed by dividing the NAVD 88
 MT0561.geopotential number by the normal gravity value computed on the
 MT0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0561.degrees latitude (g = 980.6199 gals.).
 MT0561
 MT0561.The modeled gravity was interpolated from observed gravity values.
 MT0561
 MT0561;                    North         East    Units  Estimated Accuracy
 MT0561;SPC NV E     - 8,786,410.      168,390.      MT  (+/- 180 meters Scaled)
 MT0561
 MT0561                          SUPERSEDED SURVEY CONTROL
 MT0561
 MT0561  NGVD 29 (??/??/92) 1719.394  (m)         5641.05   (f) ADJ UNCH    2 0
 MT0561
 MT0561.Superseded values are not recommended for survey control.
 MT0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0561.See file dsdata.txt to determine how the superseded data were derived.
 MT0561
 MT0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG860319(NAD 83)
 MT0561_MARKER: DD = SURVEY DISK
 MT0561_SETTING: 80 = SET IN A BOULDER
 MT0561_STAMPING: 25 C 5641 1933
 MT0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0561+STABILITY: SURFACE MOTION
 MT0561
 MT0561  HISTORY     - Date     Condition        Report By
 MT0561  HISTORY     - 1933     MONUMENTED       USGS
 MT0561  HISTORY     - 1951     GOOD             NGS
 MT0561
 MT0561                          STATION DESCRIPTION
 MT0561
 MT0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0561'0.3 MI SE FROM MOUNTAIN CITY.
 MT0561'0.3 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE AT
 MT0561'MOUNTAIN CITY, AT THE SOUTHEAST EDGE OF THE CITY, SET IN THE TOP OF A
 MT0561'BOULDER AT A CUT, 48 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM THE
 MT0561'CONCRETE STEPS LEADING UP TO A HOUSE ON A HILL, 44.7 FEET SOUTHEAST OF
 MT0561'THE SOUTHEAST CORNER OF AN APARTMENT HOUSE, 24 1/2 FEET SOUTHWEST OF
 MT0561'THE CENTER LINE OF THE HIGHWAY, 2.6 FEET SOUTHEAST OF A WITNESS POST,
 MT0561'AND SET ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1321 ***********************************************************************
 GR1321  DESIGNATION -  25 COH
 GR1321  PID         -  GR1321
 GR1321  STATE/COUNTY-  NV/CLARK
 GR1321  USGS QUAD   -  HENDERSON (1983)
 GR1321
 GR1321                         *CURRENT SURVEY CONTROL
 GR1321  ___________________________________________________________________
 GR1321* NAD 83(1986)-  36 00 03.     (N)    114 56 25.     (W)     SCALED    
 GR1321* NAVD 88     -       663.108  (meters)    2175.55   (feet)  ADJUSTED  
 GR1321  ___________________________________________________________________
 GR1321  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR1321  DYNAMIC HT  -         662.423 (meters)    2173.30  (feet)  COMP
 GR1321  MODELED GRAV-     979,578.9   (mgal)                       NAVD 88
 GR1321
 GR1321  VERT ORDER  -  FIRST     CLASS II
 GR1321
 GR1321.The horizontal coordinates were scaled from a topographic map and have
 GR1321.an estimated accuracy of +/- 6 seconds.
 GR1321
 GR1321.The orthometric height was determined by differential leveling
 GR1321.and adjusted by the National Geodetic Survey in June 1991..
 GR1321
 GR1321.The geoid height was determined by GEOID03.
 GR1321
 GR1321.The dynamic height is computed by dividing the NAVD 88
 GR1321.geopotential number by the normal gravity value computed on the
 GR1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1321.degrees latitude (g = 980.6199 gals.).
 GR1321
 GR1321.The modeled gravity was interpolated from observed gravity values.
 GR1321
 GR1321;                    North         East    Units  Estimated Accuracy
 GR1321;SPC NV E     - 8,138,950.      257,970.      MT  (+/- 180 meters Scaled)
 GR1321
 GR1321                          SUPERSEDED SURVEY CONTROL
 GR1321
 GR1321.No superseded survey control is available for this station.
 GR1321
 GR1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV856860(NAD 83)
 GR1321_MARKER: B = BOLT
 GR1321_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GR1321+WITH SETTING: PAVEMENT
 GR1321_SP_SET: TOWER FOUNDATION
 GR1321_STAMPING: C.O.H. BM 25
 GR1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1321+STABILITY: SURFACE MOTION
 GR1321
 GR1321  HISTORY     - Date     Condition        Report By
 GR1321  HISTORY     - UNK      MONUMENTED       LOCSUR
 GR1321  HISTORY     - 1980     GOOD             NGS
 GR1321
 GR1321                          STATION DESCRIPTION
 GR1321
 GR1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GR1321'26.3 KM SE FROM LAS VEGAS.
 GR1321'26.3 KILOMETERS (16.35 MILES) SOUTHEAST ALONG U. S. HIGHWAY 93 AND 95
 GR1321'FROM THE UNION PACIFIC RAILROAD STATION (UNION PLAZA HOTEL) IN LAS
 GR1321'VEGAS, AT THE FIRST POWER LINE TRANSMISSION TOWER SOUTHEAST OF
 GR1321'ROBERTS ROAD (125 PACES) LEADING NORTHEAST, IN TOP OF THE NORTHEAST
 GR1321'EDGE OF THE CONCRETE FOUNDATION FOR THE NORTH LEG OF TOWER 8-2,
 GR1321'87.8 METERS (288 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 GR1321'SOUTHBOUND LANE OF THE HIGHWAY, 5.4 METERS (17.8 FEET) NORTH OF
 GR1321'BENCH MARK G 399 AND 0.3 METER (1 FOOT) ABOVE THE GROUND.
 GR1321'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0443 ***********************************************************************
 JP0443  DESIGNATION -  25 DOR
 JP0443  PID         -  JP0443
 JP0443  STATE/COUNTY-  NV/LINCOLN
 JP0443  USGS QUAD   -  SILVER KING MTN SW (1971)
 JP0443
 JP0443                         *CURRENT SURVEY CONTROL
 JP0443  ___________________________________________________________________
 JP0443* NAD 83(1986)-  38 01 57.     (N)    114 57 26.     (W)     SCALED    
 JP0443* NAVD 88     -      1490.016  (meters)    4888.49   (feet)  ADJUSTED  
 JP0443  ___________________________________________________________________
 JP0443  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 JP0443  DYNAMIC HT  -        1488.408 (meters)    4883.22  (feet)  COMP
 JP0443  MODELED GRAV-     979,498.6   (mgal)                       NAVD 88
 JP0443
 JP0443  VERT ORDER  -  SECOND    CLASS 0
 JP0443
 JP0443.The horizontal coordinates were scaled from a topographic map and have
 JP0443.an estimated accuracy of +/- 6 seconds.
 JP0443
 JP0443.The orthometric height was determined by differential leveling
 JP0443.and adjusted by the National Geodetic Survey in June 1991..
 JP0443
 JP0443.The geoid height was determined by GEOID03.
 JP0443
 JP0443.The dynamic height is computed by dividing the NAVD 88
 JP0443.geopotential number by the normal gravity value computed on the
 JP0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0443.degrees latitude (g = 980.6199 gals.).
 JP0443
 JP0443.The modeled gravity was interpolated from observed gravity values.
 JP0443
 JP0443;                    North         East    Units  Estimated Accuracy
 JP0443;SPC NV E     - 8,364,400.      254,960.      MT  (+/- 180 meters Scaled)
 JP0443
 JP0443                          SUPERSEDED SURVEY CONTROL
 JP0443
 JP0443.No superseded survey control is available for this station.
 JP0443
 JP0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC792113(NAD 83)
 JP0443_MARKER: DD = SURVEY DISK
 JP0443_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0443_SP_SET: COPPER-CLAD STEEL ROD
 JP0443_STAMPING: 25 DOR 1968 4885
 JP0443_MARK LOGO: USGS  
 JP0443_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0443+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 JP0443
 JP0443  HISTORY     - Date     Condition        Report By
 JP0443  HISTORY     - 1968     MONUMENTED       USGS
 JP0443  HISTORY     - 20040721 GOOD             NVGS
 JP0443
 JP0443                          STATION DESCRIPTION
 JP0443
 JP0443'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0443'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 37.5 MILES NORTHEAST
 JP0443'ALONG HIGHWAY 38 TO A Y-ROAD LEADING SOUTHEAST, 200 FEET SOUTH OF A
 JP0443'T-ROAD WEST, 27 FEET EAST AND 2 FEET HIGHER THAN THE ROAD, 2 FEET WEST
 JP0443'OF A WITNESS SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER
 JP0443'PIPE AND FLUSH WITH THE GROUND.
 JP0443
 JP0443                          STATION RECOVERY (2004)
 JP0443
 JP0443'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2004 (DRH)
 JP0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0552 ***********************************************************************
 JP0552  DESIGNATION -  25 DOR
 JP0552  PID         -  JP0552
 JP0552  STATE/COUNTY-  NV/LINCOLN
 JP0552  USGS QUAD   -  SIDEHILL PASS (1971)
 JP0552
 JP0552                         *CURRENT SURVEY CONTROL
 JP0552  ___________________________________________________________________
 JP0552* NAD 83(1986)-  38 22 18.     (N)    114 49 17.     (W)     SCALED    
 JP0552* NAVD 88     -      1829.862  (meters)    6003.47   (feet)  ADJUSTED  
 JP0552  ___________________________________________________________________
 JP0552  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 JP0552  DYNAMIC HT  -        1827.822 (meters)    5996.78  (feet)  COMP
 JP0552  MODELED GRAV-     979,449.1   (mgal)                       NAVD 88
 JP0552
 JP0552  VERT ORDER  -  SECOND    CLASS 0
 JP0552
 JP0552.The horizontal coordinates were scaled from a topographic map and have
 JP0552.an estimated accuracy of +/- 6 seconds.
 JP0552
 JP0552.The orthometric height was determined by differential leveling
 JP0552.and adjusted by the National Geodetic Survey in August 1995..
 JP0552
 JP0552.The geoid height was determined by GEOID03.
 JP0552
 JP0552.The dynamic height is computed by dividing the NAVD 88
 JP0552.geopotential number by the normal gravity value computed on the
 JP0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0552.degrees latitude (g = 980.6199 gals.).
 JP0552
 JP0552.The modeled gravity was interpolated from observed gravity values.
 JP0552
 JP0552;                    North         East    Units  Estimated Accuracy
 JP0552;SPC NV E     - 8,402,130.      266,580.      MT  (+/- 180 meters Scaled)
 JP0552
 JP0552                          SUPERSEDED SURVEY CONTROL
 JP0552
 JP0552.No superseded survey control is available for this station.
 JP0552
 JP0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC903493(NAD 83)
 JP0552_MARKER: DD = SURVEY DISK
 JP0552_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0552_SP_SET: COPPER-CLAD STEEL ROD
 JP0552_STAMPING: 25 DOR 1971 6000
 JP0552_MARK LOGO: USGS  
 JP0552_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0552
 JP0552  HISTORY     - Date     Condition        Report By
 JP0552  HISTORY     - 1971     MONUMENTED       USGS
 JP0552
 JP0552                          STATION DESCRIPTION
 JP0552
 JP0552'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0552'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0552'HIGHWAY 93 TO A T-ROAD WEST, THENCE 14.6 MILES WEST ALONG THE ROAD TO
 JP0552'CAVE VALLEY TO A Y-ROAD SOUTH, 0.2 MILE NORTHWEST OF A GATE AND A
 JP0552'FENCE, 130 FEET SOUTHEAST OF THE Y-ROAD INTERSECTION, 28 FEET
 JP0552'SOUTHWEST OF AND 1 FOOT LOWER THAN THE CENTERLINE OF THE ROAD, 2 FEET
 JP0552'SOUTH OF A WITNESS POST, ON A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0552'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0589 ***********************************************************************
 JP0589  DESIGNATION -  25 DOR
 JP0589  PID         -  JP0589
 JP0589  STATE/COUNTY-  NV/WHITE PINE
 JP0589  USGS QUAD   -  BULLWHACK SUMMIT (1977)
 JP0589
 JP0589                         *CURRENT SURVEY CONTROL
 JP0589  ___________________________________________________________________
 JP0589* NAD 83(1986)-  38 50 24.     (N)    114 49 39.     (W)     SCALED    
 JP0589* NAVD 88     -      2196.499  (meters)    7206.35   (feet)  ADJUSTED  
 JP0589  ___________________________________________________________________
 JP0589  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 JP0589  DYNAMIC HT  -        2193.992 (meters)    7198.12  (feet)  COMP
 JP0589  MODELED GRAV-     979,407.7   (mgal)                       NAVD 88
 JP0589
 JP0589  VERT ORDER  -  SECOND    CLASS 0
 JP0589
 JP0589.The horizontal coordinates were scaled from a topographic map and have
 JP0589.an estimated accuracy of +/- 6 seconds.
 JP0589
 JP0589.The orthometric height was determined by differential leveling
 JP0589.and adjusted by the National Geodetic Survey in August 1995..
 JP0589
 JP0589.The geoid height was determined by GEOID03.
 JP0589
 JP0589.The dynamic height is computed by dividing the NAVD 88
 JP0589.geopotential number by the normal gravity value computed on the
 JP0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0589.degrees latitude (g = 980.6199 gals.).
 JP0589
 JP0589.The modeled gravity was interpolated from observed gravity values.
 JP0589
 JP0589;                    North         East    Units  Estimated Accuracy
 JP0589;SPC NV E     - 8,454,110.      265,620.      MT  (+/- 180 meters Scaled)
 JP0589
 JP0589                          SUPERSEDED SURVEY CONTROL
 JP0589
 JP0589.No superseded survey control is available for this station.
 JP0589
 JP0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD885012(NAD 83)
 JP0589_MARKER: DD = SURVEY DISK
 JP0589_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0589_SP_SET: COPPER-CLAD STEEL ROD
 JP0589_STAMPING: 25 DOR 1973 7202
 JP0589_MARK LOGO: USGS  
 JP0589_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0589
 JP0589  HISTORY     - Date     Condition        Report By
 JP0589  HISTORY     - 1973     MONUMENTED       USGS
 JP0589
 JP0589                          STATION DESCRIPTION
 JP0589
 JP0589'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0589'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0589'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 25.0 MILES
 JP0589'SOUTH TO THE TOP OF A SLIGHT RISE, 42 FEET NORTHWEST OF AND 5 FEET
 JP0589'HIGHER THAN THE CENTERLINE OF THE ROAD,  A 5/8 INCH COPPER COATED ROD
 JP0589'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0554 ***********************************************************************
 MU0554  DESIGNATION -  25 FMK
 MU0554  PID         -  MU0554
 MU0554  STATE/COUNTY-  NV/ELKO
 MU0554  USGS QUAD   -  BURNER HILLS (1974)
 MU0554
 MU0554                         *CURRENT SURVEY CONTROL
 MU0554  ___________________________________________________________________
 MU0554* NAD 83(1986)-  41 27 32.     (N)    116 37 57.     (W)     SCALED    
 MU0554* NAVD 88     -      1703.956  (meters)    5590.40   (feet)  POSTED    
 MU0554  ___________________________________________________________________
 MU0554  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 MU0554  DYNAMIC HT  -        1702.610 (meters)    5585.98  (feet)  COMP
 MU0554  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 MU0554
 MU0554  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0554
 MU0554.The horizontal coordinates were scaled from a topographic map and have
 MU0554.an estimated accuracy of +/- 6 seconds.
 MU0554
 MU0554.The orthometric height was determined by differential leveling
 MU0554.and adjusted by the National Geodetic Survey in 1992..
 MU0554.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0554.rate of 0.0 thru 1.0 mm/km.
 MU0554
 MU0554.The geoid height was determined by GEOID03.
 MU0554
 MU0554.The dynamic height is computed by dividing the NAVD 88
 MU0554.geopotential number by the normal gravity value computed on the
 MU0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0554.degrees latitude (g = 980.6199 gals.).
 MU0554
 MU0554.The modeled gravity was interpolated from observed gravity values.
 MU0554
 MU0554;                    North         East    Units  Estimated Accuracy
 MU0554;SPC NV E     - 8,745,140.      112,350.      MT  (+/- 180 meters Scaled)
 MU0554
 MU0554                          SUPERSEDED SURVEY CONTROL
 MU0554
 MU0554.No superseded survey control is available for this station.
 MU0554
 MU0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF306897(NAD 83)
 MU0554_MARKER: DD = SURVEY DISK
 MU0554_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0554_SP_SET: COPPER-CLAD STEEL ROD
 MU0554_STAMPING: 25 FMK 1973 5587
 MU0554_MARK LOGO: USGS  
 MU0554_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0554+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0554
 MU0554  HISTORY     - Date     Condition        Report By
 MU0554  HISTORY     - 1973     MONUMENTED       USGS
 MU0554
 MU0554                          STATION DESCRIPTION
 MU0554
 MU0554'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0554'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0554'MILES EAST ALONG GRAVEL ROAD, THENCE 19.4 MILES NORTH ALONG DIRT ROAD,
 MU0554'6.0 MILES WEST AND 3.8 MILES SOUTH OF WINTERS RANCH -STONE HOUSE-, 36
 MU0554'FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTHEAST OF A SMALL
 MU0554'CAIRN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0554'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0164 ***********************************************************************
 MT0164  DESIGNATION -  25 GWM
 MT0164  PID         -  MT0164
 MT0164  STATE/COUNTY-  NV/ELKO
 MT0164  USGS QUAD   -  MONTELLO (1967)
 MT0164
 MT0164                         *CURRENT SURVEY CONTROL
 MT0164  ___________________________________________________________________
 MT0164* NAD 83(1986)-  41 19 07.     (N)    114 11 23.     (W)     SCALED    
 MT0164* NAVD 88     -      1497.764  (meters)    4913.91   (feet)  ADJUSTED  
 MT0164  ___________________________________________________________________
 MT0164  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 MT0164  DYNAMIC HT  -        1496.618 (meters)    4910.15  (feet)  COMP
 MT0164  MODELED GRAV-     979,806.5   (mgal)                       NAVD 88
 MT0164
 MT0164  VERT ORDER  -  SECOND    CLASS 0
 MT0164
 MT0164.The horizontal coordinates were scaled from a topographic map and have
 MT0164.an estimated accuracy of +/- 6 seconds.
 MT0164
 MT0164.The orthometric height was determined by differential leveling
 MT0164.and adjusted by the National Geodetic Survey in June 1991..
 MT0164
 MT0164.The geoid height was determined by GEOID03.
 MT0164
 MT0164.The dynamic height is computed by dividing the NAVD 88
 MT0164.geopotential number by the normal gravity value computed on the
 MT0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0164.degrees latitude (g = 980.6199 gals.).
 MT0164
 MT0164.The modeled gravity was interpolated from observed gravity values.
 MT0164
 MT0164;                    North         East    Units  Estimated Accuracy
 MT0164;SPC NV E     - 8,729,960.      316,680.      MT  (+/- 180 meters Scaled)
 MT0164
 MT0164                          SUPERSEDED SURVEY CONTROL
 MT0164
 MT0164  NGVD 29 (??/??/92) 1496.671  (m)         4910.33   (f) ADJ UNCH    2 0
 MT0164
 MT0164.Superseded values are not recommended for survey control.
 MT0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0164.See file dsdata.txt to determine how the superseded data were derived.
 MT0164
 MT0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF352779(NAD 83)
 MT0164_MARKER: DD = SURVEY DISK
 MT0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0164_STAMPING: GWM 25 1939 4910
 MT0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0164+STABILITY: SURFACE MOTION
 MT0164
 MT0164  HISTORY     - Date     Condition        Report By
 MT0164  HISTORY     - 1939     MONUMENTED       USGS
 MT0164  HISTORY     - 1958     GOOD             NGS
 MT0164
 MT0164                          STATION DESCRIPTION
 MT0164
 MT0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0164'4.05 MI N FROM MONTELLO.
 MT0164'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0164'MONTELLO, THENCE 3.9 MILES NORTH ALONG A GRAVEL ROAD, 0.2 MILE NORTH
 MT0164'OF THE CROSSING OF A PROMINENT WASH, 43 FEET EAST OF THE CENTER LINE
 MT0164'OF THE ROAD, 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 MT0164'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0382 ***********************************************************************
 LQ0382  DESIGNATION -  25 H
 LQ0382  PID         -  LQ0382
 LQ0382  STATE/COUNTY-  NV/ELKO
 LQ0382  USGS QUAD   -  HARRISON PASS (1985)
 LQ0382
 LQ0382                         *CURRENT SURVEY CONTROL
 LQ0382  ___________________________________________________________________
 LQ0382* NAD 83(1986)-  40 20 45.     (N)    115 36 58.     (W)     SCALED    
 LQ0382* NAVD 88     -      1797.327  (meters)    5896.73   (feet)  ADJUSTED  
 LQ0382  ___________________________________________________________________
 LQ0382  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 LQ0382  DYNAMIC HT  -        1795.665 (meters)    5891.28  (feet)  COMP
 LQ0382  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 LQ0382
 LQ0382  VERT ORDER  -  SECOND    CLASS 0
 LQ0382
 LQ0382.The horizontal coordinates were scaled from a topographic map and have
 LQ0382.an estimated accuracy of +/- 6 seconds.
 LQ0382
 LQ0382.The orthometric height was determined by differential leveling
 LQ0382.and adjusted by the National Geodetic Survey in June 1991..
 LQ0382
 LQ0382.The geoid height was determined by GEOID03.
 LQ0382
 LQ0382.The dynamic height is computed by dividing the NAVD 88
 LQ0382.geopotential number by the normal gravity value computed on the
 LQ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0382.degrees latitude (g = 980.6199 gals.).
 LQ0382
 LQ0382.The modeled gravity was interpolated from observed gravity values.
 LQ0382
 LQ0382;                    North         East    Units  Estimated Accuracy
 LQ0382;SPC NV E     - 8,621,010.      197,220.      MT  (+/- 180 meters Scaled)
 LQ0382
 LQ0382                          SUPERSEDED SURVEY CONTROL
 LQ0382
 LQ0382  NGVD 29 (??/??/92) 1796.17   (m)         5892.9    (f) COMPUTED    2 0
 LQ0382
 LQ0382.Superseded values are not recommended for survey control.
 LQ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0382.See file dsdata.txt to determine how the superseded data were derived.
 LQ0382
 LQ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE175670(NAD 83)
 LQ0382_MARKER: DD = SURVEY DISK
 LQ0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0382_STAMPING: 25 H 1933 5892
 LQ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0382+STABILITY: SURFACE MOTION
 LQ0382
 LQ0382  HISTORY     - Date     Condition        Report By
 LQ0382  HISTORY     - 1933     MONUMENTED       USGS
 LQ0382  HISTORY     - 1963     GOOD             NGS
 LQ0382
 LQ0382                          STATION DESCRIPTION
 LQ0382
 LQ0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LQ0382'7.0 MI SE FROM JIGGS.
 LQ0382'3.3 MILES SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0382'JIGGS, THENCE 3.7 MILES SOUTHEAST ALONG THE HARRISON PASS ROAD, 0.4
 LQ0382'MILE EAST OF THE ENTRANCE TO A RANCH, 207 FEET EAST OF A FENCE CORNER,
 LQ0382'87 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.6 FEET NORTH OF A
 LQ0382'FENCE, 0.6 FOOT SOUTH OF A WITNESS POST, 1 FOOT LOWER THAN THE ROAD
 LQ0382'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0497 ***********************************************************************
 MU0497  DESIGNATION -  25 HEI
 MU0497  PID         -  MU0497
 MU0497  STATE/COUNTY-  NV/HUMBOLDT
 MU0497  USGS QUAD   -  MAIDEN BUTTE (1980)
 MU0497
 MU0497                         *CURRENT SURVEY CONTROL
 MU0497  ___________________________________________________________________
 MU0497* NAD 83(1986)-  41 52 18.     (N)    117 12 47.     (W)     SCALED    
 MU0497* NAVD 88     -      1804.852  (meters)    5921.42   (feet)  POSTED    
 MU0497  ___________________________________________________________________
 MU0497  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 MU0497  DYNAMIC HT  -        1803.500 (meters)    5916.98  (feet)  COMP
 MU0497  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 MU0497
 MU0497  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0497
 MU0497.The horizontal coordinates were scaled from a topographic map and have
 MU0497.an estimated accuracy of +/- 6 seconds.
 MU0497
 MU0497.The orthometric height was determined by differential leveling
 MU0497.and adjusted by the National Geodetic Survey in 1992..
 MU0497.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0497.rate of 0.0 thru 1.0 mm/km.
 MU0497
 MU0497.The geoid height was determined by GEOID03.
 MU0497
 MU0497.The dynamic height is computed by dividing the NAVD 88
 MU0497.geopotential number by the normal gravity value computed on the
 MU0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0497.degrees latitude (g = 980.6199 gals.).
 MU0497
 MU0497.The modeled gravity was interpolated from observed gravity values.
 MU0497
 MU0497;                    North         East    Units  Estimated Accuracy
 MU0497;SPC NV W     - 4,791,350.      913,750.      MT  (+/- 180 meters Scaled)
 MU0497
 MU0497                          SUPERSEDED SURVEY CONTROL
 MU0497
 MU0497  NGVD 29 (??/??/92) 1803.66   (m)         5917.5    (f) COMPUTED    2 0
 MU0497
 MU0497.Superseded values are not recommended for survey control.
 MU0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0497.See file dsdata.txt to determine how the superseded data were derived.
 MU0497
 MU0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG823355(NAD 83)
 MU0497_MARKER: DD = SURVEY DISK
 MU0497_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0497_SP_SET: COPPER-CLAD STEEL ROD
 MU0497_STAMPING: 25 HEI 1974 5918
 MU0497_MARK LOGO: USGS  
 MU0497_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0497+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0497
 MU0497  HISTORY     - Date     Condition        Report By
 MU0497  HISTORY     - 1974     MONUMENTED       USGS
 MU0497
 MU0497                          STATION DESCRIPTION
 MU0497
 MU0497'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0497'FROM GREELY CROSSING, NEVADA, PROCEED 13.1 MILES NORTH ALONG ROAD, 48
 MU0497'FEET NORTHEAST AND 1 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, SET
 MU0497'ON A COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE. NOTE-THE
 MU0497'-E- IS STAMPED BACKWARDS, AND MARK IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0501 ***********************************************************************
 LS0501  DESIGNATION -  25 HJH
 LS0501  PID         -  LS0501
 LS0501  STATE/COUNTY-  NV/WASHOE
 LS0501  USGS QUAD   -  TOHAKUM PEAK SE (1980)
 LS0501
 LS0501                         *CURRENT SURVEY CONTROL
 LS0501  ___________________________________________________________________
 LS0501* NAD 83(1986)-  40 07 03.     (N)    119 22 07.     (W)     SCALED    
 LS0501* NAVD 88     -      1178.797  (meters)    3867.44   (feet)  ADJUSTED  
 LS0501  ___________________________________________________________________
 LS0501  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 LS0501  DYNAMIC HT  -        1177.864 (meters)    3864.38  (feet)  COMP
 LS0501  MODELED GRAV-     979,793.9   (mgal)                       NAVD 88
 LS0501
 LS0501  VERT ORDER  -  SECOND    CLASS 0
 LS0501
 LS0501.The horizontal coordinates were scaled from a topographic map and have
 LS0501.an estimated accuracy of +/- 6 seconds.
 LS0501
 LS0501.The orthometric height was determined by differential leveling
 LS0501.and adjusted by the National Geodetic Survey in June 1991..
 LS0501
 LS0501.The geoid height was determined by GEOID03.
 LS0501
 LS0501.The dynamic height is computed by dividing the NAVD 88
 LS0501.geopotential number by the normal gravity value computed on the
 LS0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0501.degrees latitude (g = 980.6199 gals.).
 LS0501
 LS0501.The modeled gravity was interpolated from observed gravity values.
 LS0501
 LS0501;                    North         East    Units  Estimated Accuracy
 LS0501;SPC NV W     - 4,595,950.      733,060.      MT  (+/- 180 meters Scaled)
 LS0501
 LS0501                          SUPERSEDED SURVEY CONTROL
 LS0501
 LS0501  NGVD 29 (??/??/92) 1177.831  (m)         3864.27   (f) ADJ UNCH    2 0
 LS0501
 LS0501.Superseded values are not recommended for survey control.
 LS0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0501.See file dsdata.txt to determine how the superseded data were derived.
 LS0501
 LS0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE981434(NAD 83)
 LS0501_MARKER: DB = BENCH MARK DISK
 LS0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0501_SP_SET: CONCRETE POST
 LS0501_STAMPING: 25 HJH 1962 3864
 LS0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0501+STABILITY: SURFACE MOTION
 LS0501
 LS0501  HISTORY     - Date     Condition        Report By
 LS0501  HISTORY     - 1962     MONUMENTED       USGS
 LS0501
 LS0501                          STATION DESCRIPTION
 LS0501
 LS0501'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0501'34.1 KM (21.20 MI) NORTH FROM NIXON.
 LS0501'21.2 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34 ON A HIGH GRAVEL
 LS0501'RIDGE, 1.5 FEET NORTHWEST OF A POWER POLE (NUMBER 54576).
 LS0501'THE MARK IS 3.0 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0479 ***********************************************************************
 MV0479  DESIGNATION -  25 LRC
 MV0479  PID         -  MV0479
 MV0479  STATE/COUNTY-  NV/HUMBOLDT
 MV0479  USGS QUAD   -  PIDGEON SPRING (1979)
 MV0479
 MV0479                         *CURRENT SURVEY CONTROL
 MV0479  ___________________________________________________________________
 MV0479* NAD 83(1986)-  41 14 55.     (N)    118 56 11.     (W)     SCALED    
 MV0479* NAVD 88     -      1308.655  (meters)    4293.48   (feet)  ADJUSTED  
 MV0479  ___________________________________________________________________
 MV0479  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 MV0479  DYNAMIC HT  -        1307.713 (meters)    4290.39  (feet)  COMP
 MV0479  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 MV0479
 MV0479  VERT ORDER  -  SECOND    CLASS 0
 MV0479
 MV0479.The horizontal coordinates were scaled from a topographic map and have
 MV0479.an estimated accuracy of +/- 6 seconds.
 MV0479
 MV0479.The orthometric height was determined by differential leveling
 MV0479.and adjusted by the National Geodetic Survey in June 1991..
 MV0479
 MV0479.The geoid height was determined by GEOID03.
 MV0479
 MV0479.The dynamic height is computed by dividing the NAVD 88
 MV0479.geopotential number by the normal gravity value computed on the
 MV0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0479.degrees latitude (g = 980.6199 gals.).
 MV0479
 MV0479.The modeled gravity was interpolated from observed gravity values.
 MV0479
 MV0479;                    North         East    Units  Estimated Accuracy
 MV0479;SPC NV W     - 4,721,310.      770,410.      MT  (+/- 180 meters Scaled)
 MV0479
 MV0479                          SUPERSEDED SURVEY CONTROL
 MV0479
 MV0479.No superseded survey control is available for this station.
 MV0479
 MV0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF377681(NAD 83)
 MV0479_MARKER: DD = SURVEY DISK
 MV0479_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0479_SP_SET: COPPER-CLAD STEEL ROD
 MV0479_STAMPING: 25 LRC 1972 4390
 MV0479_MARK LOGO: USGS  
 MV0479_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0479+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0479
 MV0479  HISTORY     - Date     Condition        Report By
 MV0479  HISTORY     - 1972     MONUMENTED       USGS
 MV0479
 MV0479                          STATION DESCRIPTION
 MV0479
 MV0479'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0479'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0479'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0479'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0479'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 22.4 MILES NORTH
 MV0479'ALONG TRACK ROAD, 0.7 MILES SOUTH OF GAINS SPRING AND 1.0 MILE NORTH
 MV0479'OF A FENCE CORNER AT A CLEAR SPOT, 4.2 MILES SOUTH OF PAHUTE MEADOW
 MV0479'RANCH, 43 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A
 MV0479'WITNESS POST, ENCASED IN A CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0454 ***********************************************************************
 HP0454  DESIGNATION -  25 LRC
 HP0454  PID         -  HP0454
 HP0454  STATE/COUNTY-  NV/LINCOLN
 HP0454  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0454
 HP0454                         *CURRENT SURVEY CONTROL
 HP0454  ___________________________________________________________________
 HP0454* NAD 83(1986)-  37 09 16.     (N)    114 27 36.     (W)     SCALED    
 HP0454* NAVD 88     -       857.314  (meters)    2812.70   (feet)  POSTED    
 HP0454  ___________________________________________________________________
 HP0454  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 HP0454  DYNAMIC HT  -         856.440 (meters)    2809.84  (feet)  COMP
 HP0454  MODELED GRAV-     979,588.7   (mgal)                       NAVD 88
 HP0454
 HP0454  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0454
 HP0454.The horizontal coordinates were scaled from a topographic map and have
 HP0454.an estimated accuracy of +/- 6 seconds.
 HP0454
 HP0454.The orthometric height was determined by differential leveling
 HP0454.and adjusted by the National Geodetic Survey in 1992..
 HP0454.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0454.rate of 1.1 thru 2.0 mm/km.
 HP0454
 HP0454.The geoid height was determined by GEOID03.
 HP0454
 HP0454.The dynamic height is computed by dividing the NAVD 88
 HP0454.geopotential number by the normal gravity value computed on the
 HP0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0454.degrees latitude (g = 980.6199 gals.).
 HP0454
 HP0454.The modeled gravity was interpolated from observed gravity values.
 HP0454
 HP0454;                    North         East    Units  Estimated Accuracy
 HP0454;SPC NV E     - 8,267,360.      299,780.      MT  (+/- 180 meters Scaled)
 HP0454
 HP0454                          SUPERSEDED SURVEY CONTROL
 HP0454
 HP0454.No superseded survey control is available for this station.
 HP0454
 HP0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB255150(NAD 83)
 HP0454_MARKER: DD = SURVEY DISK
 HP0454_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0454_SP_SET: COPPER-CLAD STEEL ROD
 HP0454_STAMPING: 25 LRC 1973 2810
 HP0454_MARK LOGO: USGS  
 HP0454_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0454+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0454
 HP0454  HISTORY     - Date     Condition        Report By
 HP0454  HISTORY     - 1973     MONUMENTED       USGS
 HP0454
 HP0454                          STATION DESCRIPTION
 HP0454
 HP0454'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0454'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0454'MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.6 MILES EASTERLY ALONG THE
 HP0454'BLM ROAD, 1.9 MILES WEST OF THE TOP OF A GRADE, 73 FEET NORTH OF THE
 HP0454'CENTER OF ROAD, 5 FEET WEST-SOUTHWEST OF A GREASEWOOD BUSH, ON A 5/8
 HP0454'INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND
 HP0454'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0663 ***********************************************************************
 GS0663  DESIGNATION -  25 TJS
 GS0663  PID         -  GS0663
 GS0663  STATE/COUNTY-  NV/NYE
 GS0663  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0663
 GS0663                         *CURRENT SURVEY CONTROL
 GS0663  ___________________________________________________________________
 GS0663* NAD 83(1986)-  36 49 27.     (N)    116 29 17.     (W)     SCALED    
 GS0663* NAVD 88     -      1178.478  (meters)    3866.39   (feet)  ADJUSTED  
 GS0663  ___________________________________________________________________
 GS0663  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 GS0663  DYNAMIC HT  -        1177.154 (meters)    3862.05  (feet)  COMP
 GS0663  MODELED GRAV-     979,468.1   (mgal)                       NAVD 88
 GS0663
 GS0663  VERT ORDER  -  FIRST     CLASS I
 GS0663
 GS0663.The horizontal coordinates were scaled from a topographic map and have
 GS0663.an estimated accuracy of +/- 6 seconds.
 GS0663
 GS0663.The orthometric height was determined by differential leveling
 GS0663.and adjusted by the National Geodetic Survey in May 2004..
 GS0663
 GS0663.The geoid height was determined by GEOID03.
 GS0663
 GS0663.The dynamic height is computed by dividing the NAVD 88
 GS0663.geopotential number by the normal gravity value computed on the
 GS0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0663.degrees latitude (g = 980.6199 gals.).
 GS0663
 GS0663.The modeled gravity was interpolated from observed gravity values.
 GS0663
 GS0663;                    North         East    Units  Estimated Accuracy
 GS0663;SPC NV C     - 6,230,130.      515,930.      MT  (+/- 180 meters Scaled)
 GS0663
 GS0663                          SUPERSEDED SURVEY CONTROL
 GS0663
 GS0663  NAVD 88 (??/??/92) 1178.484  (m)         3866.41   (f) UNKNOWN     3 0
 GS0663  NGVD 29 (05/01/91) 1177.535  (m)         3863.30   (f) ADJUSTED    1 1
 GS0663
 GS0663.Superseded values are not recommended for survey control.
 GS0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0663.See file dsdata.txt to determine how the superseded data were derived.
 GS0663
 GS0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA456754(NAD 83)
 GS0663_MARKER: DB = BENCH MARK DISK
 GS0663_SETTING: 66 = SET IN ROCK OUTCROP
 GS0663_SP_SET: BEDROCK
 GS0663_STAMPING: 25 TJS 1983
 GS0663_MARK LOGO: USGS  
 GS0663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0663+STABILITY: POSITION/ELEVATION WELL
 GS0663
 GS0663  HISTORY     - Date     Condition        Report By
 GS0663  HISTORY     - 1983     MONUMENTED       USGS
 GS0663  HISTORY     - 1986     GOOD             USGS
 GS0663  HISTORY     - 1988     GOOD             USGS
 GS0663  HISTORY     - 19910219 GOOD             USGS
 GS0663  HISTORY     - 19921230 GOOD             USGS
 GS0663  HISTORY     - 19950106 GOOD             USGS
 GS0663
 GS0663                          STATION DESCRIPTION
 GS0663
 GS0663'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0663'43.7 KM (27.15 MI) EAST FROM BEATTY.
 GS0663'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0663'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0663'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0663'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0663'NORTHEASTERLY 4.35 MILES, 78 FEET NORTHWEST OF THE CENTERLINE OF THE
 GS0663'ROAD, 7 FEET SOUTH OF A ROCK CAIRN.
 GS0663
 GS0663                          STATION RECOVERY (1986)
 GS0663
 GS0663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0663'RECOVERED IN GOOD CONDITION.
 GS0663
 GS0663                          STATION RECOVERY (1988)
 GS0663
 GS0663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0663'RECOVERED IN GOOD CONDITION.
 GS0663
 GS0663                          STATION RECOVERY (1991)
 GS0663
 GS0663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0663'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0663'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0663'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0663'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0663'NORTHEASTERLY 4.35 MILES, 78 FEET NORTHWEST OF THE CENTERLINE OF THE
 GS0663'ROAD, 7 FEET SOUTH OF A ROCK CAIRN.
 GS0663
 GS0663                          STATION RECOVERY (1992)
 GS0663
 GS0663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0663'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0663'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0663'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0663'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0663'BEND IN THE ROAD, PROCEED NORTHEASTERLY 4.35 MILES (7.00 KM), 78
 GS0663'FEET (23.8 M) NORTHWEST OF THE CENTERLINE OF THE ROAD, 7 FEET
 GS0663'(2.1 M) SOUTH OF A ROCK CAIRN.
 GS0663
 GS0663                          STATION RECOVERY (1995)
 GS0663
 GS0663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0663'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0544 ***********************************************************************
 JR0544  DESIGNATION -  26
 JR0544  PID         -  JR0544
 JR0544  STATE/COUNTY-  NV/DOUGLAS
 JR0544  USGS QUAD   -  GARDNERVILLE (1982)
 JR0544
 JR0544                         *CURRENT SURVEY CONTROL
 JR0544  ___________________________________________________________________
 JR0544* NAD 83(1986)-  38 54 26.     (N)    119 42 26.     (W)     SCALED    
 JR0544* NAVD 88     -      1476.73   (+/-2cm)    4844.9    (feet)  VERTCON   
 JR0544  ___________________________________________________________________
 JR0544  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 JR0544
 JR0544  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0544
 JR0544.The horizontal coordinates were scaled from a topographic map and have
 JR0544.an estimated accuracy of +/- 6 seconds.
 JR0544
 JR0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0544.The vertical order pertains to the NGVD 29 superseded value.
 JR0544
 JR0544.The geoid height was determined by GEOID03.
 JR0544
 JR0544;                    North         East    Units  Estimated Accuracy
 JR0544;SPC NV W     - 4,461,900.      702,520.      MT  (+/- 180 meters Scaled)
 JR0544
 JR0544                          SUPERSEDED SURVEY CONTROL
 JR0544
 JR0544  NGVD 29 (??/??/92) 1475.602  (m)         4841.20   (f) ADJ UNCH    2 0
 JR0544
 JR0544.Superseded values are not recommended for survey control.
 JR0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0544.See file dsdata.txt to determine how the superseded data were derived.
 JR0544
 JR0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD652099(NAD 83)
 JR0544_MARKER: DD = SURVEY DISK
 JR0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0544_STAMPING: 26
 JR0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0544+STABILITY: SURFACE MOTION
 JR0544
 JR0544  HISTORY     - Date     Condition        Report By
 JR0544  HISTORY     - UNK      MONUMENTED       NVGS
 JR0544  HISTORY     - 1951     GOOD             NGS
 JR0544
 JR0544                          STATION DESCRIPTION
 JR0544
 JR0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0544'3.6 MI SE FROM GARDNERVILLE.
 JR0544'ABOUT 3.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE
 JR0544'DOUGLAS COUNTY HIGH SCHOOL, ABOUT 60 YARDS NORTH OF A RANCH
 JR0544'HOUSE, 38.4 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JR0544'27 FEET SOUTHEAST OF THE CENTER OF AN IRON GATE, 29.4 FEET
 JR0544'NORTHWEST OF THE NORTHWEST END OF A 20-INCH CORRUGATED METAL
 JR0544'PIPE CULVERT, 7 1/2 FEET NORTHWEST OF A 12-INCH APPLE TREE,
 JR0544'1.3 FEET NORTHEAST OF A WIRE FENCE, 1.6 FEET NORTHWEST OF A
 JR0544'WITNESS POST, LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 JR0544'CONCRETE POST PROJECTING 0.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0227 ***********************************************************************
 JR0227  DESIGNATION -  26
 JR0227  PID         -  JR0227
 JR0227  STATE/COUNTY-  NV/MINERAL
 JR0227  USGS QUAD   -  BASALT (1982)
 JR0227
 JR0227                         *CURRENT SURVEY CONTROL
 JR0227  ___________________________________________________________________
 JR0227* NAD 83(1986)-  38 05 49.     (N)    118 16 49.     (W)     SCALED    
 JR0227* NAVD 88     -      1728.345  (meters)    5670.41   (feet)  ADJUSTED  
 JR0227  ___________________________________________________________________
 JR0227  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 JR0227  DYNAMIC HT  -        1726.408 (meters)    5664.06  (feet)  COMP
 JR0227  MODELED GRAV-     979,447.6   (mgal)                       NAVD 88
 JR0227
 JR0227  VERT ORDER  -  FIRST     CLASS II
 JR0227
 JR0227.The horizontal coordinates were scaled from a topographic map and have
 JR0227.an estimated accuracy of +/- 6 seconds.
 JR0227
 JR0227.The orthometric height was determined by differential leveling
 JR0227.and adjusted by the National Geodetic Survey in June 1991..
 JR0227
 JR0227.The geoid height was determined by GEOID03.
 JR0227
 JR0227.The dynamic height is computed by dividing the NAVD 88
 JR0227.geopotential number by the normal gravity value computed on the
 JR0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0227.degrees latitude (g = 980.6199 gals.).
 JR0227
 JR0227.The modeled gravity was interpolated from observed gravity values.
 JR0227
 JR0227;                    North         East    Units  Estimated Accuracy
 JR0227;SPC NV W     - 4,371,410.      826,580.      MT  (+/- 180 meters Scaled)
 JR0227
 JR0227                          SUPERSEDED SURVEY CONTROL
 JR0227
 JR0227  NGVD 29 (??/??/92) 1727.073  (m)         5666.24   (f) ADJ UNCH    1 2
 JR0227
 JR0227.Superseded values are not recommended for survey control.
 JR0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0227.See file dsdata.txt to determine how the superseded data were derived.
 JR0227
 JR0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC877173(NAD 83)
 JR0227_MARKER: DD = SURVEY DISK
 JR0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0227_SP_SET: CONCRETE POST
 JR0227_STAMPING: 26 S-662-1 M1-10
 JR0227_MARK LOGO: NVDH  
 JR0227_PROJECTION: PROJECTING 5 CENTIMETERS
 JR0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0227+STABILITY: SURFACE MOTION
 JR0227
 JR0227  HISTORY     - Date     Condition        Report By
 JR0227  HISTORY     - UNK      MONUMENTED       NVDH
 JR0227  HISTORY     - 1955     GOOD             NGS
 JR0227  HISTORY     - 19840420 GOOD             USPSQD
 JR0227  HISTORY     - 1986     GOOD             NGS
 JR0227
 JR0227                          STATION DESCRIPTION
 JR0227
 JR0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0227'6.7 MI N FROM BASALT.
 JR0227'6.7 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0227'HIGHWAY 6 AT BASALT, ABOUT MIDWAY BETWEEN TWO CUT BANKS, 0.05
 JR0227'MILE SOUTH OF THE CROSSING OF AN ABANDONED SOUTHERN PACIFIC
 JR0227'COMPANY RAILROAD BED, 29.2 FEET WEST OF THE CENTER LINE OF THE
 JR0227'HIGHWAY, 1.5 FEET EAST OF A WITNESS POST, ABOUT 2 FEET HIGHER
 JR0227'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JR0227'0.2 FOOT ABOVE THE GROUND.
 JR0227
 JR0227                          STATION RECOVERY (1984)
 JR0227
 JR0227'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEB)
 JR0227'RECOVERED IN GOOD CONDITION.
 JR0227
 JR0227                          STATION RECOVERY (1986)
 JR0227
 JR0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0227'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0227'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 JR0227'MONTGOMERY, THENCE 10.0 KM (6.2 MI) NORTH ALONG STATE HIGHWAY 360,
 JR0227'0.35 KM (0.22 MI) NORTH OF MILEPOST 6, BETWEEN 2 CUT BANKS AT THE
 JR0227'SOUTH END OF A CURVE, 8.8 METERS (29.0 FT) WEST OF THE CENTERLINE OF
 JR0227'THE HIGHWAY.
 JR0227'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 JR0227'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0632 ***********************************************************************
 MU0632  DESIGNATION -  26 BKC
 MU0632  PID         -  MU0632
 MU0632  STATE/COUNTY-  NV/ELKO
 MU0632  USGS QUAD   -  CORRAL LAKE (1973)
 MU0632
 MU0632                         *CURRENT SURVEY CONTROL
 MU0632  ___________________________________________________________________
 MU0632* NAD 83(1986)-  41 41 49.     (N)    116 47 39.     (W)     SCALED    
 MU0632* NAVD 88     -      1647.493  (meters)    5405.15   (feet)  POSTED    
 MU0632  ___________________________________________________________________
 MU0632  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 MU0632  DYNAMIC HT  -        1646.280 (meters)    5401.17  (feet)  COMP
 MU0632  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 MU0632
 MU0632  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0632
 MU0632.The horizontal coordinates were scaled from a topographic map and have
 MU0632.an estimated accuracy of +/- 6 seconds.
 MU0632
 MU0632.The orthometric height was determined by differential leveling
 MU0632.and adjusted by the National Geodetic Survey in 1992..
 MU0632.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0632.rate of 0.0 thru 1.0 mm/km.
 MU0632
 MU0632.The geoid height was determined by GEOID03.
 MU0632
 MU0632.The dynamic height is computed by dividing the NAVD 88
 MU0632.geopotential number by the normal gravity value computed on the
 MU0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0632.degrees latitude (g = 980.6199 gals.).
 MU0632
 MU0632.The modeled gravity was interpolated from observed gravity values.
 MU0632
 MU0632;                    North         East    Units  Estimated Accuracy
 MU0632;SPC NV E     - 8,771,750.       99,220.      MT  (+/- 180 meters Scaled)
 MU0632
 MU0632                          SUPERSEDED SURVEY CONTROL
 MU0632
 MU0632  NGVD 29 (??/??/92) 1646.35   (m)         5401.4    (f) COMPUTED    2 0
 MU0632
 MU0632.Superseded values are not recommended for survey control.
 MU0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0632.See file dsdata.txt to determine how the superseded data were derived.
 MU0632
 MU0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG171161(NAD 83)
 MU0632_MARKER: DD = SURVEY DISK
 MU0632_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0632_SP_SET: COPPER-CLAD STEEL ROD
 MU0632_STAMPING: 26 BKC 1973 5402
 MU0632_MARK LOGO: USGS  
 MU0632_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0632+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0632
 MU0632  HISTORY     - Date     Condition        Report By
 MU0632  HISTORY     - 1973     MONUMENTED       USGS
 MU0632
 MU0632                          STATION DESCRIPTION
 MU0632
 MU0632'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0632'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0632'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0632'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0632'ALONG ROAD, THENCE 13.1 MILES NORTH ALONG ROAD, 7.6 MILES WEST AND
 MU0632'15.0 MILES NORTHWEST OF WINTERS RANCH -STONE HOUSE-, 25 FEET SOUTHWEST
 MU0632'OF THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD
 MU0632'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0444 ***********************************************************************
 JP0444  DESIGNATION -  26 DOR
 JP0444  PID         -  JP0444
 JP0444  STATE/COUNTY-  NV/LINCOLN
 JP0444  USGS QUAD   -  SILVER KING MTN SW (1971)
 JP0444
 JP0444                         *CURRENT SURVEY CONTROL
 JP0444  ___________________________________________________________________
 JP0444* NAD 83(1986)-  38 02 48.     (N)    114 57 36.     (W)     SCALED    
 JP0444* NAVD 88     -      1496.081  (meters)    4908.39   (feet)  ADJUSTED  
 JP0444  ___________________________________________________________________
 JP0444  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 JP0444  DYNAMIC HT  -        1494.465 (meters)    4903.09  (feet)  COMP
 JP0444  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 JP0444
 JP0444  VERT ORDER  -  SECOND    CLASS 0
 JP0444
 JP0444.The horizontal coordinates were scaled from a topographic map and have
 JP0444.an estimated accuracy of +/- 6 seconds.
 JP0444
 JP0444.The orthometric height was determined by differential leveling
 JP0444.and adjusted by the National Geodetic Survey in June 1991..
 JP0444
 JP0444.The geoid height was determined by GEOID03.
 JP0444
 JP0444.The dynamic height is computed by dividing the NAVD 88
 JP0444.geopotential number by the normal gravity value computed on the
 JP0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0444.degrees latitude (g = 980.6199 gals.).
 JP0444
 JP0444.The modeled gravity was interpolated from observed gravity values.
 JP0444
 JP0444;                    North         East    Units  Estimated Accuracy
 JP0444;SPC NV E     - 8,365,970.      254,710.      MT  (+/- 180 meters Scaled)
 JP0444
 JP0444                          SUPERSEDED SURVEY CONTROL
 JP0444
 JP0444.No superseded survey control is available for this station.
 JP0444
 JP0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC790129(NAD 83)
 JP0444_MARKER: DD = SURVEY DISK
 JP0444_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0444_SP_SET: COPPER-CLAD STEEL ROD
 JP0444_STAMPING: 26 DOR 1968 4905
 JP0444_MARK LOGO: USGS  
 JP0444_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0444+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0444
 JP0444  HISTORY     - Date     Condition        Report By
 JP0444  HISTORY     - 1968     MONUMENTED       USGS
 JP0444
 JP0444                          STATION DESCRIPTION
 JP0444
 JP0444'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0444'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 38.5 MILES NORTHEAST
 JP0444'ALONG HIGHWAY 38 TO THE TOP OF A SLIGHT RISE, 33 FEET SOUTHWEST AND 1
 JP0444'FOOT LOWER THAN THE ROAD, 2 FEET NORTHEAST OF A WITNESS SIGN, SET ON A
 JP0444'COPPER-COATED ROD ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0551 ***********************************************************************
 JP0551  DESIGNATION -  26 DOR
 JP0551  PID         -  JP0551
 JP0551  STATE/COUNTY-  NV/LINCOLN
 JP0551  USGS QUAD   -  SIDEHILL PASS (1971)
 JP0551
 JP0551                         *CURRENT SURVEY CONTROL
 JP0551  ___________________________________________________________________
 JP0551* NAD 83(1986)-  38 21 58.     (N)    114 48 33.     (W)     SCALED    
 JP0551* NAVD 88     -      1863.157  (meters)    6112.71   (feet)  ADJUSTED  
 JP0551  ___________________________________________________________________
 JP0551  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 JP0551  DYNAMIC HT  -        1861.115 (meters)    6106.01  (feet)  COMP
 JP0551  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 JP0551
 JP0551  VERT ORDER  -  SECOND    CLASS 0
 JP0551
 JP0551.The horizontal coordinates were scaled from a topographic map and have
 JP0551.an estimated accuracy of +/- 6 seconds.
 JP0551
 JP0551.The orthometric height was determined by differential leveling
 JP0551.and adjusted by the National Geodetic Survey in August 1995..
 JP0551
 JP0551.The geoid height was determined by GEOID03.
 JP0551
 JP0551.The dynamic height is computed by dividing the NAVD 88
 JP0551.geopotential number by the normal gravity value computed on the
 JP0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0551.degrees latitude (g = 980.6199 gals.).
 JP0551
 JP0551.The modeled gravity was interpolated from observed gravity values.
 JP0551
 JP0551;                    North         East    Units  Estimated Accuracy
 JP0551;SPC NV E     - 8,401,520.      267,650.      MT  (+/- 180 meters Scaled)
 JP0551
 JP0551                          SUPERSEDED SURVEY CONTROL
 JP0551
 JP0551.No superseded survey control is available for this station.
 JP0551
 JP0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC914487(NAD 83)
 JP0551_MARKER: DD = SURVEY DISK
 JP0551_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0551_SP_SET: COPPER-CLAD STEEL ROD
 JP0551_STAMPING: 26 DOR 1971 6109
 JP0551_MARK LOGO: USGS  
 JP0551_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0551
 JP0551  HISTORY     - Date     Condition        Report By
 JP0551  HISTORY     - 1971     MONUMENTED       USGS
 JP0551
 JP0551                          STATION DESCRIPTION
 JP0551
 JP0551'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0551'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0551'HIGHWAY 93 TO A T-ROAD WEST, THENCE 13.7 MILES WEST ALONG THE ROAD TO
 JP0551'CAVE VALLEY, 31 FEET SOUTH OF AND 2.5 FEET LOWER THAN THE CENTERLINE
 JP0551'OF THE ROAD, 2 FEET SOUTH OF A WITNESS POST, A 5/8 INCH COPPER COATED
 JP0551'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0590 ***********************************************************************
 JP0590  DESIGNATION -  26 DOR
 JP0590  PID         -  JP0590
 JP0590  STATE/COUNTY-  NV/WHITE PINE
 JP0590  USGS QUAD   -  BULLWHACK SUMMIT (1977)
 JP0590
 JP0590                         *CURRENT SURVEY CONTROL
 JP0590  ___________________________________________________________________
 JP0590* NAD 83(1986)-  38 49 37.     (N)    114 49 58.     (W)     SCALED    
 JP0590* NAVD 88     -      2185.763  (meters)    7171.12   (feet)  ADJUSTED  
 JP0590  ___________________________________________________________________
 JP0590  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 JP0590  DYNAMIC HT  -        2183.268 (meters)    7162.94  (feet)  COMP
 JP0590  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 JP0590
 JP0590  VERT ORDER  -  SECOND    CLASS 0
 JP0590
 JP0590.The horizontal coordinates were scaled from a topographic map and have
 JP0590.an estimated accuracy of +/- 6 seconds.
 JP0590
 JP0590.The orthometric height was determined by differential leveling
 JP0590.and adjusted by the National Geodetic Survey in August 1995..
 JP0590
 JP0590.The geoid height was determined by GEOID03.
 JP0590
 JP0590.The dynamic height is computed by dividing the NAVD 88
 JP0590.geopotential number by the normal gravity value computed on the
 JP0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0590.degrees latitude (g = 980.6199 gals.).
 JP0590
 JP0590.The modeled gravity was interpolated from observed gravity values.
 JP0590
 JP0590;                    North         East    Units  Estimated Accuracy
 JP0590;SPC NV E     - 8,452,660.      265,170.      MT  (+/- 180 meters Scaled)
 JP0590
 JP0590                          SUPERSEDED SURVEY CONTROL
 JP0590
 JP0590.No superseded survey control is available for this station.
 JP0590
 JP0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC881998(NAD 83)
 JP0590_MARKER: DD = SURVEY DISK
 JP0590_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0590_SP_SET: COPPER-CLAD STEEL ROD
 JP0590_STAMPING: 26 DOR 1973 7167
 JP0590_MARK LOGO: USGS  
 JP0590_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0590
 JP0590  HISTORY     - Date     Condition        Report By
 JP0590  HISTORY     - 1973     MONUMENTED       USGS
 JP0590
 JP0590                          STATION DESCRIPTION
 JP0590
 JP0590'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0590'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0590'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 26.1 MILES
 JP0590'SOUTH TO THE TOP OF A SLIGHT RISE, 50 FEET SOUTHEAST OF AND 3 FEET
 JP0590'HIGHER THAN THE CENTERLINE OF THE ROAD,  A 5/8 INCH COPPER COATED ROD
 JP0590'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0555 ***********************************************************************
 MU0555  DESIGNATION -  26 FMK
 MU0555  PID         -  MU0555
 MU0555  STATE/COUNTY-  NV/ELKO
 MU0555  USGS QUAD   -  BURNER HILLS (1974)
 MU0555
 MU0555                         *CURRENT SURVEY CONTROL
 MU0555  ___________________________________________________________________
 MU0555* NAD 83(1986)-  41 28 21.     (N)    116 37 56.     (W)     SCALED    
 MU0555* NAVD 88     -      1691.941  (meters)    5550.98   (feet)  POSTED    
 MU0555  ___________________________________________________________________
 MU0555  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 MU0555  DYNAMIC HT  -        1690.610 (meters)    5546.61  (feet)  COMP
 MU0555  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 MU0555
 MU0555  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0555
 MU0555.The horizontal coordinates were scaled from a topographic map and have
 MU0555.an estimated accuracy of +/- 6 seconds.
 MU0555
 MU0555.The orthometric height was determined by differential leveling
 MU0555.and adjusted by the National Geodetic Survey in 1992..
 MU0555.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0555.rate of 0.0 thru 1.0 mm/km.
 MU0555
 MU0555.The geoid height was determined by GEOID03.
 MU0555
 MU0555.The dynamic height is computed by dividing the NAVD 88
 MU0555.geopotential number by the normal gravity value computed on the
 MU0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0555.degrees latitude (g = 980.6199 gals.).
 MU0555
 MU0555.The modeled gravity was interpolated from observed gravity values.
 MU0555
 MU0555;                    North         East    Units  Estimated Accuracy
 MU0555;SPC NV E     - 8,746,650.      112,390.      MT  (+/- 180 meters Scaled)
 MU0555
 MU0555                          SUPERSEDED SURVEY CONTROL
 MU0555
 MU0555.No superseded survey control is available for this station.
 MU0555
 MU0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF307912(NAD 83)
 MU0555_MARKER: DD = SURVEY DISK
 MU0555_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0555_SP_SET: COPPER-CLAD STEEL ROD
 MU0555_STAMPING: 26 FMK 1973 5547
 MU0555_MARK LOGO: USGS  
 MU0555_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0555+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0555
 MU0555  HISTORY     - Date     Condition        Report By
 MU0555  HISTORY     - 1973     MONUMENTED       USGS
 MU0555
 MU0555                          STATION DESCRIPTION
 MU0555
 MU0555'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0555'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0555'MILES EAST ALONG GRAVEL ROAD, THENCE 20.4 MILES NORTH ALONG DIRT ROAD,
 MU0555'6.0 MILES WEST AND 2.8 MILES SOUTH OF WINTERS RANCH -STONE HOUSE-, ON
 MU0555'A SMALL RIDGE, 31 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST
 MU0555'OF A CAIRN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER
 MU0555'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0162 ***********************************************************************
 MT0162  DESIGNATION -  26 GWM
 MT0162  PID         -  MT0162
 MT0162  STATE/COUNTY-  NV/ELKO
 MT0162  USGS QUAD   -  MONTELLO (1967)
 MT0162
 MT0162                         *CURRENT SURVEY CONTROL
 MT0162  ___________________________________________________________________
 MT0162* NAD 83(1986)-  41 20 46.     (N)    114 11 16.     (W)     SCALED    
 MT0162* NAVD 88     -      1500.273  (meters)    4922.15   (feet)  ADJUSTED  
 MT0162  ___________________________________________________________________
 MT0162  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 MT0162  DYNAMIC HT  -        1499.137 (meters)    4918.42  (feet)  COMP
 MT0162  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 MT0162
 MT0162  VERT ORDER  -  SECOND    CLASS 0
 MT0162
 MT0162.The horizontal coordinates were scaled from a topographic map and have
 MT0162.an estimated accuracy of +/- 6 seconds.
 MT0162
 MT0162.The orthometric height was determined by differential leveling
 MT0162.and adjusted by the National Geodetic Survey in June 1991..
 MT0162
 MT0162.The geoid height was determined by GEOID03.
 MT0162
 MT0162.The dynamic height is computed by dividing the NAVD 88
 MT0162.geopotential number by the normal gravity value computed on the
 MT0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0162.degrees latitude (g = 980.6199 gals.).
 MT0162
 MT0162.The modeled gravity was interpolated from observed gravity values.
 MT0162
 MT0162;                    North         East    Units  Estimated Accuracy
 MT0162;SPC NV E     - 8,733,020.      316,790.      MT  (+/- 180 meters Scaled)
 MT0162
 MT0162                          SUPERSEDED SURVEY CONTROL
 MT0162
 MT0162  NGVD 29 (??/??/92) 1499.187  (m)         4918.58   (f) ADJ UNCH    2 0
 MT0162
 MT0162.Superseded values are not recommended for survey control.
 MT0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0162.See file dsdata.txt to determine how the superseded data were derived.
 MT0162
 MT0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF352809(NAD 83)
 MT0162_MARKER: DD = SURVEY DISK
 MT0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0162_STAMPING: GWM 26 1939 4919
 MT0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0162+STABILITY: SURFACE MOTION
 MT0162
 MT0162  HISTORY     - Date     Condition        Report By
 MT0162  HISTORY     - 1939     MONUMENTED       USGS
 MT0162  HISTORY     - 1958     GOOD             NGS
 MT0162
 MT0162                          STATION DESCRIPTION
 MT0162
 MT0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0162'5.95 MI N FROM MONTELLO.
 MT0162'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0162'MONTELLO, THENCE 5.8 MILES NORTH ALONG A GRAVEL ROAD, 0.3 MILE NORTH
 MT0162'OF THE T JUNCTION OF A GRAVEL ROAD EAST, 42 FEET EAST OF THE CENTER
 MT0162'LINE OF THE ROAD, 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 MT0162'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0384 ***********************************************************************
 LQ0384  DESIGNATION -  26 H
 LQ0384  PID         -  LQ0384
 LQ0384  STATE/COUNTY-  NV/ELKO
 LQ0384  USGS QUAD   -  HARRISON PASS (1985)
 LQ0384
 LQ0384                         *CURRENT SURVEY CONTROL
 LQ0384  ___________________________________________________________________
 LQ0384* NAD 83(1986)-  40 19 58.     (N)    115 34 58.     (W)     SCALED    
 LQ0384* NAVD 88     -      1892.655  (meters)    6209.49   (feet)  ADJUSTED  
 LQ0384  ___________________________________________________________________
 LQ0384  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 LQ0384  DYNAMIC HT  -        1890.883 (meters)    6203.67  (feet)  COMP
 LQ0384  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 LQ0384
 LQ0384  VERT ORDER  -  SECOND    CLASS 0
 LQ0384
 LQ0384.The horizontal coordinates were scaled from a topographic map and have
 LQ0384.an estimated accuracy of +/- 6 seconds.
 LQ0384
 LQ0384.The orthometric height was determined by differential leveling
 LQ0384.and adjusted by the National Geodetic Survey in June 1991..
 LQ0384
 LQ0384.The geoid height was determined by GEOID03.
 LQ0384
 LQ0384.The dynamic height is computed by dividing the NAVD 88
 LQ0384.geopotential number by the normal gravity value computed on the
 LQ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0384.degrees latitude (g = 980.6199 gals.).
 LQ0384
 LQ0384.The modeled gravity was interpolated from observed gravity values.
 LQ0384
 LQ0384;                    North         East    Units  Estimated Accuracy
 LQ0384;SPC NV E     - 8,619,560.      200,050.      MT  (+/- 180 meters Scaled)
 LQ0384
 LQ0384                          SUPERSEDED SURVEY CONTROL
 LQ0384
 LQ0384  NGVD 29 (??/??/92) 1891.48   (m)         6205.6    (f) COMPUTED    2 0
 LQ0384
 LQ0384.Superseded values are not recommended for survey control.
 LQ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0384.See file dsdata.txt to determine how the superseded data were derived.
 LQ0384
 LQ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE203656(NAD 83)
 LQ0384_MARKER: DD = SURVEY DISK
 LQ0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0384_STAMPING: 26 H 1933 6205
 LQ0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0384+STABILITY: SURFACE MOTION
 LQ0384
 LQ0384  HISTORY     - Date     Condition        Report By
 LQ0384  HISTORY     - 1933     MONUMENTED       USGS
 LQ0384  HISTORY     - 1963     GOOD             NGS
 LQ0384
 LQ0384                          STATION DESCRIPTION
 LQ0384
 LQ0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LQ0384'9.05 MI SE FROM JIGGS.
 LQ0384'3.3 MILES SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0384'JIGGS, THENCE 5.75 MILES SOUTHEAST ALONG THE HARRISON PASS ROAD, NORTH
 LQ0384'AND ACROSS A CREEK FROM A VERY LARGE OUTCROP, AT THE EAST EDGE OF A
 LQ0384'CAMP GROUND, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 7 FEET
 LQ0384'NORTH OF AN 18-INCH ASPEN WITH BM CUT IN THE BARK, 0.6 FOOT SOUTH OF A
 LQ0384'WITNESS POST, 2 FEET LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 LQ0384'POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0498 ***********************************************************************
 MU0498  DESIGNATION -  26 HEI
 MU0498  PID         -  MU0498
 MU0498  STATE/COUNTY-  NV/HUMBOLDT
 MU0498  USGS QUAD   -  CALICO BUTTE (1980)
 MU0498
 MU0498                         *CURRENT SURVEY CONTROL
 MU0498  ___________________________________________________________________
 MU0498* NAD 83(1986)-  41 53 03.     (N)    117 13 24.     (W)     SCALED    
 MU0498* NAVD 88     -      1810.885  (meters)    5941.21   (feet)  POSTED    
 MU0498  ___________________________________________________________________
 MU0498  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 MU0498  DYNAMIC HT  -        1809.530 (meters)    5936.77  (feet)  COMP
 MU0498  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 MU0498
 MU0498  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0498
 MU0498.The horizontal coordinates were scaled from a topographic map and have
 MU0498.an estimated accuracy of +/- 6 seconds.
 MU0498
 MU0498.The orthometric height was determined by differential leveling
 MU0498.and adjusted by the National Geodetic Survey in 1992..
 MU0498.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0498.rate of 0.0 thru 1.0 mm/km.
 MU0498
 MU0498.The geoid height was determined by GEOID03.
 MU0498
 MU0498.The dynamic height is computed by dividing the NAVD 88
 MU0498.geopotential number by the normal gravity value computed on the
 MU0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0498.degrees latitude (g = 980.6199 gals.).
 MU0498
 MU0498.The modeled gravity was interpolated from observed gravity values.
 MU0498
 MU0498;                    North         East    Units  Estimated Accuracy
 MU0498;SPC NV W     - 4,792,730.      912,870.      MT  (+/- 180 meters Scaled)
 MU0498
 MU0498                          SUPERSEDED SURVEY CONTROL
 MU0498
 MU0498  NGVD 29 (??/??/92) 1809.69   (m)         5937.3    (f) COMPUTED    2 0
 MU0498
 MU0498.Superseded values are not recommended for survey control.
 MU0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0498.See file dsdata.txt to determine how the superseded data were derived.
 MU0498
 MU0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG814369(NAD 83)
 MU0498_MARKER: DD = SURVEY DISK
 MU0498_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0498_SP_SET: COPPER-CLAD STEEL ROD
 MU0498_STAMPING: 26 HEI 1974 5937
 MU0498_MARK LOGO: USGS  
 MU0498_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0498+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0498
 MU0498  HISTORY     - Date     Condition        Report By
 MU0498  HISTORY     - 1974     MONUMENTED       USGS
 MU0498
 MU0498                          STATION DESCRIPTION
 MU0498
 MU0498'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0498'FROM GREELY CROSSING, NEVADA, PROCEED 14.1 MILES NORTH ALONG ROAD, ON
 MU0498'TOP OF A SMALL RIDGE LINE, 45 FEET NORTHEAST AND 1 FOOT HIGHER THAN
 MU0498'THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD ENCASED IN
 MU0498'6-INCH WHITE PLASTIC PIPE, AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0502 ***********************************************************************
 LS0502  DESIGNATION -  26 HJH
 LS0502  PID         -  LS0502
 LS0502  STATE/COUNTY-  NV/WASHOE
 LS0502  USGS QUAD   -  TOHAKUM PEAK NE (1964)
 LS0502
 LS0502                         *CURRENT SURVEY CONTROL
 LS0502  ___________________________________________________________________
 LS0502* NAD 83(1986)-  40 07 51.     (N)    119 22 06.     (W)     SCALED    
 LS0502* NAVD 88     -      1154.400  (meters)    3787.39   (feet)  ADJUSTED  
 LS0502  ___________________________________________________________________
 LS0502  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 LS0502  DYNAMIC HT  -        1153.489 (meters)    3784.41  (feet)  COMP
 LS0502  MODELED GRAV-     979,797.2   (mgal)                       NAVD 88
 LS0502
 LS0502  VERT ORDER  -  SECOND    CLASS 0
 LS0502
 LS0502.The horizontal coordinates were scaled from a topographic map and have
 LS0502.an estimated accuracy of +/- 6 seconds.
 LS0502
 LS0502.The orthometric height was determined by differential leveling
 LS0502.and adjusted by the National Geodetic Survey in June 1991..
 LS0502
 LS0502.The geoid height was determined by GEOID03.
 LS0502
 LS0502.The dynamic height is computed by dividing the NAVD 88
 LS0502.geopotential number by the normal gravity value computed on the
 LS0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0502.degrees latitude (g = 980.6199 gals.).
 LS0502
 LS0502.The modeled gravity was interpolated from observed gravity values.
 LS0502
 LS0502;                    North         East    Units  Estimated Accuracy
 LS0502;SPC NV W     - 4,597,430.      733,100.      MT  (+/- 180 meters Scaled)
 LS0502
 LS0502                          SUPERSEDED SURVEY CONTROL
 LS0502
 LS0502  NGVD 29 (??/??/92) 1153.436  (m)         3784.23   (f) ADJ UNCH    2 0
 LS0502
 LS0502.Superseded values are not recommended for survey control.
 LS0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0502.See file dsdata.txt to determine how the superseded data were derived.
 LS0502
 LS0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE982449(NAD 83)
 LS0502_MARKER: DB = BENCH MARK DISK
 LS0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0502_SP_SET: CONCRETE POST
 LS0502_STAMPING: 26 HJH 1962 3864
 LS0502_MARK LOGO: USGS  
 LS0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0502+STABILITY: SURFACE MOTION
 LS0502
 LS0502  HISTORY     - Date     Condition        Report By
 LS0502  HISTORY     - 1962     MONUMENTED       USGS
 LS0502
 LS0502                          STATION DESCRIPTION
 LS0502
 LS0502'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0502'35.7 KM (22.20 MI) NORTH FROM NIXON.
 LS0502'22.2 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34, ABOUT 500 FEET
 LS0502'NORTH OF AND ACROSS FROM SOME CATTLE WATERING TROUGHS, 43 FEET
 LS0502'WEST OF THE HIGHWAY CENTERLINE.
 LS0502'THE MARK IS 3.0 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0480 ***********************************************************************
 MV0480  DESIGNATION -  26 LRC
 MV0480  PID         -  MV0480
 MV0480  STATE/COUNTY-  NV/HUMBOLDT
 MV0480  USGS QUAD   -  PIDGEON SPRING (1979)
 MV0480
 MV0480                         *CURRENT SURVEY CONTROL
 MV0480  ___________________________________________________________________
 MV0480* NAD 83(1986)-  41 14 03.     (N)    118 56 15.     (W)     SCALED    
 MV0480* NAVD 88     -      1313.247  (meters)    4308.54   (feet)  ADJUSTED  
 MV0480  ___________________________________________________________________
 MV0480  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 MV0480  DYNAMIC HT  -        1312.308 (meters)    4305.46  (feet)  COMP
 MV0480  MODELED GRAV-     979,862.7   (mgal)                       NAVD 88
 MV0480
 MV0480  VERT ORDER  -  SECOND    CLASS 0
 MV0480
 MV0480.The horizontal coordinates were scaled from a topographic map and have
 MV0480.an estimated accuracy of +/- 6 seconds.
 MV0480
 MV0480.The orthometric height was determined by differential leveling
 MV0480.and adjusted by the National Geodetic Survey in June 1991..
 MV0480
 MV0480.The geoid height was determined by GEOID03.
 MV0480
 MV0480.The dynamic height is computed by dividing the NAVD 88
 MV0480.geopotential number by the normal gravity value computed on the
 MV0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0480.degrees latitude (g = 980.6199 gals.).
 MV0480
 MV0480.The modeled gravity was interpolated from observed gravity values.
 MV0480
 MV0480;                    North         East    Units  Estimated Accuracy
 MV0480;SPC NV W     - 4,719,710.      770,310.      MT  (+/- 180 meters Scaled)
 MV0480
 MV0480                          SUPERSEDED SURVEY CONTROL
 MV0480
 MV0480.No superseded survey control is available for this station.
 MV0480
 MV0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF376665(NAD 83)
 MV0480_MARKER: DD = SURVEY DISK
 MV0480_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0480_SP_SET: COPPER-CLAD STEEL ROD
 MV0480_STAMPING: 26 LRC 1972 4305
 MV0480_MARK LOGO: USGS  
 MV0480_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0480+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0480
 MV0480  HISTORY     - Date     Condition        Report By
 MV0480  HISTORY     - 1972     MONUMENTED       USGS
 MV0480
 MV0480                          STATION DESCRIPTION
 MV0480
 MV0480'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0480'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0480'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0480'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0480'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 21.4 MILES NORTH
 MV0480'ALONG TRACK ROAD TO A Y-ROAD FORK, ABOUT 1.5 MILES SOUTH OF GAINS
 MV0480'SPRING, 5.2 MILES SOUTH OF PAHUTE MEADOW RANCH, 25 FEET WEST OF A MAIN
 MV0480'ROAD AND 22 FEET EAST OF A BLADED SCAR AND 112 FEET WET OF A BEND IN
 MV0480'THE ROAD AT THE SCAR, ENCASED IN A PIPE CASING AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0455 ***********************************************************************
 HP0455  DESIGNATION -  26 LRC
 HP0455  PID         -  HP0455
 HP0455  STATE/COUNTY-  NV/LINCOLN
 HP0455  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0455
 HP0455                         *CURRENT SURVEY CONTROL
 HP0455  ___________________________________________________________________
 HP0455* NAD 83(1986)-  37 09 15.     (N)    114 28 11.     (W)     SCALED    
 HP0455* NAVD 88     -       819.898  (meters)    2689.95   (feet)  POSTED    
 HP0455  ___________________________________________________________________
 HP0455  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 HP0455  DYNAMIC HT  -         819.070 (meters)    2687.23  (feet)  COMP
 HP0455  MODELED GRAV-     979,593.3   (mgal)                       NAVD 88
 HP0455
 HP0455  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0455
 HP0455.The horizontal coordinates were scaled from a topographic map and have
 HP0455.an estimated accuracy of +/- 6 seconds.
 HP0455
 HP0455.The orthometric height was determined by differential leveling
 HP0455.and adjusted by the National Geodetic Survey in 1992..
 HP0455.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0455.rate of 1.1 thru 2.0 mm/km.
 HP0455
 HP0455.The geoid height was determined by GEOID03.
 HP0455
 HP0455.The dynamic height is computed by dividing the NAVD 88
 HP0455.geopotential number by the normal gravity value computed on the
 HP0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0455.degrees latitude (g = 980.6199 gals.).
 HP0455
 HP0455.The modeled gravity was interpolated from observed gravity values.
 HP0455
 HP0455;                    North         East    Units  Estimated Accuracy
 HP0455;SPC NV E     - 8,267,320.      298,920.      MT  (+/- 180 meters Scaled)
 HP0455
 HP0455                          SUPERSEDED SURVEY CONTROL
 HP0455
 HP0455  NGVD 29 (??/??/92)  819.07   (m)         2687.2    (f) COMPUTED    2 0
 HP0455
 HP0455.Superseded values are not recommended for survey control.
 HP0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0455.See file dsdata.txt to determine how the superseded data were derived.
 HP0455
 HP0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB246149(NAD 83)
 HP0455_MARKER: DD = SURVEY DISK
 HP0455_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0455_SP_SET: COPPER-CLAD STEEL ROD
 HP0455_STAMPING: 26 LRC 1973 2688
 HP0455_MARK LOGO: USGS  
 HP0455_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0455+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0455
 HP0455  HISTORY     - Date     Condition        Report By
 HP0455  HISTORY     - 1973     MONUMENTED       USGS
 HP0455
 HP0455                          STATION DESCRIPTION
 HP0455
 HP0455'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0455'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0455'MILES NORTH ALONG A GRAVEL ROAD TO A PROMINENT Y-ROAD FORK, AT THE
 HP0455'MOUTH OF A LARGE DRAIN, AT A POINT ALONG A NORTH-SOUTH ROAD OVER A
 HP0455'HIGH POINT OF A GRAVEL BAR FORMED BY A WASH, 84 FEET NORTHEAST OF A
 HP0455'CROSSING OF THE MOST RECENT DRAIN, 44 FEET EAST OF THE CENTER OF THE
 HP0455'ROAD, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 HP0455'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0664 ***********************************************************************
 GS0664  DESIGNATION -  26 TJS
 GS0664  PID         -  GS0664
 GS0664  STATE/COUNTY-  NV/NYE
 GS0664  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0664
 GS0664                         *CURRENT SURVEY CONTROL
 GS0664  ___________________________________________________________________
 GS0664* NAD 83(1986)-  36 49 25.     (N)    116 29 01.     (W)     SCALED    
 GS0664* NAVD 88     -      1191.115  (meters)    3907.85   (feet)  ADJUSTED  
 GS0664  ___________________________________________________________________
 GS0664  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 GS0664  DYNAMIC HT  -        1189.778 (meters)    3903.46  (feet)  COMP
 GS0664  MODELED GRAV-     979,468.1   (mgal)                       NAVD 88
 GS0664
 GS0664  VERT ORDER  -  FIRST     CLASS I
 GS0664
 GS0664.The horizontal coordinates were scaled from a topographic map and have
 GS0664.an estimated accuracy of +/- 6 seconds.
 GS0664
 GS0664.The orthometric height was determined by differential leveling
 GS0664.and adjusted by the National Geodetic Survey in May 2004..
 GS0664
 GS0664.The geoid height was determined by GEOID03.
 GS0664
 GS0664.The dynamic height is computed by dividing the NAVD 88
 GS0664.geopotential number by the normal gravity value computed on the
 GS0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0664.degrees latitude (g = 980.6199 gals.).
 GS0664
 GS0664.The modeled gravity was interpolated from observed gravity values.
 GS0664
 GS0664;                    North         East    Units  Estimated Accuracy
 GS0664;SPC NV C     - 6,230,070.      516,330.      MT  (+/- 180 meters Scaled)
 GS0664
 GS0664                          SUPERSEDED SURVEY CONTROL
 GS0664
 GS0664  NAVD 88 (??/??/92) 1191.121  (m)         3907.87   (f) UNKNOWN     3 0
 GS0664  NGVD 29 (05/01/91) 1190.174  (m)         3904.76   (f) ADJUSTED    1 1
 GS0664
 GS0664.Superseded values are not recommended for survey control.
 GS0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0664.See file dsdata.txt to determine how the superseded data were derived.
 GS0664
 GS0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA460754(NAD 83)
 GS0664_MARKER: DB = BENCH MARK DISK
 GS0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0664_SP_SET: CONCRETE POST
 GS0664_STAMPING: 26 TJS 1981
 GS0664_MARK LOGO: USGS  
 GS0664_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0664+STABILITY: SURFACE MOTION
 GS0664
 GS0664  HISTORY     - Date     Condition        Report By
 GS0664  HISTORY     - 1983     MONUMENTED       USGS
 GS0664  HISTORY     - 1986     GOOD             USGS
 GS0664  HISTORY     - 1988     GOOD             USGS
 GS0664  HISTORY     - 19910219 GOOD             USGS
 GS0664  HISTORY     - 19921231 GOOD             USGS
 GS0664  HISTORY     - 19950106 GOOD             USGS
 GS0664
 GS0664                          STATION DESCRIPTION
 GS0664
 GS0664'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0664'44.1 KM (27.40 MI) EAST FROM BEATTY.
 GS0664'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0664'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0664'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0664'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0664'NORTHEASTERLY 4.6 MILES, 75 FEET EAST OF THE CENTERLINE OF THE ROAD.
 GS0664
 GS0664                          STATION RECOVERY (1986)
 GS0664
 GS0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0664'RECOVERED IN GOOD CONDITION.
 GS0664
 GS0664                          STATION RECOVERY (1988)
 GS0664
 GS0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0664'RECOVERED IN GOOD CONDITION.
 GS0664
 GS0664                          STATION RECOVERY (1991)
 GS0664
 GS0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0664'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0664'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0664'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0664'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0664'NORTHEASTERLY 4.6 MILES, 75 FEET EAST OF THE CENTERLINE OF THE ROAD.
 GS0664
 GS0664                          STATION RECOVERY (1992)
 GS0664
 GS0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0664'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0664'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0664'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0664'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0664'BEND IN THE ROAD, PROCEED NORTHEASTERLY 4.6 MILES (7.4 KM), 75 FEET
 GS0664'(22.9 M) EAST OF THE CENTERLINE OF THE ROAD.
 GS0664
 GS0664                          STATION RECOVERY (1995)
 GS0664
 GS0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0664'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0225 ***********************************************************************
 JR0225  DESIGNATION -  27
 JR0225  PID         -  JR0225
 JR0225  STATE/COUNTY-  NV/MINERAL
 JR0225  USGS QUAD   -  BASALT (1982)
 JR0225
 JR0225                         *CURRENT SURVEY CONTROL
 JR0225  ___________________________________________________________________
 JR0225* NAD 83(1986)-  38 06 00.     (N)    118 16 45.     (W)     SCALED    
 JR0225* NAVD 88     -      1730.371  (meters)    5677.06   (feet)  ADJUSTED  
 JR0225  ___________________________________________________________________
 JR0225  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 JR0225  DYNAMIC HT  -        1728.434 (meters)    5670.70  (feet)  COMP
 JR0225  MODELED GRAV-     979,449.0   (mgal)                       NAVD 88
 JR0225
 JR0225  VERT ORDER  -  FIRST     CLASS II
 JR0225
 JR0225.The horizontal coordinates were scaled from a topographic map and have
 JR0225.an estimated accuracy of +/- 6 seconds.
 JR0225
 JR0225.The orthometric height was determined by differential leveling
 JR0225.and adjusted by the National Geodetic Survey in June 1991..
 JR0225
 JR0225.The geoid height was determined by GEOID03.
 JR0225
 JR0225.The dynamic height is computed by dividing the NAVD 88
 JR0225.geopotential number by the normal gravity value computed on the
 JR0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0225.degrees latitude (g = 980.6199 gals.).
 JR0225
 JR0225.The modeled gravity was interpolated from observed gravity values.
 JR0225
 JR0225;                    North         East    Units  Estimated Accuracy
 JR0225;SPC NV W     - 4,371,750.      826,680.      MT  (+/- 180 meters Scaled)
 JR0225
 JR0225                          SUPERSEDED SURVEY CONTROL
 JR0225
 JR0225  NGVD 29 (??/??/92) 1729.101  (m)         5672.89   (f) ADJ UNCH    1 2
 JR0225
 JR0225.Superseded values are not recommended for survey control.
 JR0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0225.See file dsdata.txt to determine how the superseded data were derived.
 JR0225
 JR0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC878176(NAD 83)
 JR0225_MARKER: DD = SURVEY DISK
 JR0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0225_SP_SET: CONCRETE POST
 JR0225_STAMPING: 27 S 662-1 M1-10
 JR0225_MARK LOGO: NVDH  
 JR0225_PROJECTION: PROJECTING 5 CENTIMETERS
 JR0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0225+STABILITY: SURFACE MOTION
 JR0225
 JR0225  HISTORY     - Date     Condition        Report By
 JR0225  HISTORY     - UNK      MONUMENTED       NVDH
 JR0225  HISTORY     - 1955     GOOD             NGS
 JR0225  HISTORY     - 1986     GOOD             NGS
 JR0225
 JR0225                          STATION DESCRIPTION
 JR0225
 JR0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0225'6.9 MI N FROM BASALT.
 JR0225'6.9 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 JR0225'U.S. HIGHWAY 6 AT BASALT, 0.15 MILE NORTHEAST OF THE CROSSING
 JR0225'OF AN ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED, 0.05 MILE
 JR0225'SOUTHWEST OF A 48-INCH CORRUGATED METAL PIPE CULVERT, AT A SHORT
 JR0225'CUT BANK, 35.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JR0225'1.9 FEET SOUTHEAST OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN
 JR0225'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JR0225'0.2 FOOT ABOVE THE GROUND.
 JR0225
 JR0225                          STATION RECOVERY (1986)
 JR0225
 JR0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0225'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0225'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 JR0225'MONTGOMERY, THENCE 10.3 KM (6.4 MI) NORTH ALONG STATE HIGHWAY 360,
 JR0225'0.68 KM (0.42 MI) NORTH OF MILEPOST 6, ON TOP OF A SHORT HIGHWAY CUT,
 JR0225'10.7 METERS (35.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 JR0225'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 JR0225'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0633 ***********************************************************************
 MU0633  DESIGNATION -  27 BKC
 MU0633  PID         -  MU0633
 MU0633  STATE/COUNTY-  NV/ELKO
 MU0633  USGS QUAD   -  CORRAL LAKE (1973)
 MU0633
 MU0633                         *CURRENT SURVEY CONTROL
 MU0633  ___________________________________________________________________
 MU0633* NAD 83(1986)-  41 42 25.     (N)    116 48 13.     (W)     SCALED    
 MU0633* NAVD 88     -      1629.876  (meters)    5347.35   (feet)  POSTED    
 MU0633  ___________________________________________________________________
 MU0633  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 MU0633  DYNAMIC HT  -        1628.680 (meters)    5343.43  (feet)  COMP
 MU0633  MODELED GRAV-     979,830.6   (mgal)                       NAVD 88
 MU0633
 MU0633  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0633
 MU0633.The horizontal coordinates were scaled from a topographic map and have
 MU0633.an estimated accuracy of +/- 6 seconds.
 MU0633
 MU0633.The orthometric height was determined by differential leveling
 MU0633.and adjusted by the National Geodetic Survey in 1992..
 MU0633.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0633.rate of 0.0 thru 1.0 mm/km.
 MU0633
 MU0633.The geoid height was determined by GEOID03.
 MU0633
 MU0633.The dynamic height is computed by dividing the NAVD 88
 MU0633.geopotential number by the normal gravity value computed on the
 MU0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0633.degrees latitude (g = 980.6199 gals.).
 MU0633
 MU0633.The modeled gravity was interpolated from observed gravity values.
 MU0633
 MU0633;                    North         East    Units  Estimated Accuracy
 MU0633;SPC NV E     - 8,772,870.       98,450.      MT  (+/- 180 meters Scaled)
 MU0633
 MU0633                          SUPERSEDED SURVEY CONTROL
 MU0633
 MU0633  NGVD 29 (??/??/92) 1628.74   (m)         5343.6    (f) COMPUTED    2 0
 MU0633
 MU0633.Superseded values are not recommended for survey control.
 MU0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0633.See file dsdata.txt to determine how the superseded data were derived.
 MU0633
 MU0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG163172(NAD 83)
 MU0633_MARKER: DD = SURVEY DISK
 MU0633_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0633_SP_SET: COPPER-CLAD STEEL ROD
 MU0633_STAMPING: 27 BKC 1973 5344
 MU0633_MARK LOGO: USGS  
 MU0633_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0633+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0633
 MU0633  HISTORY     - Date     Condition        Report By
 MU0633  HISTORY     - 1973     MONUMENTED       USGS
 MU0633
 MU0633                          STATION DESCRIPTION
 MU0633
 MU0633'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0633'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0633'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0633'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0633'ALONG ROAD, THENCE 14.0 MILES NORTH-NORTHWEST ALONG ROAD, 7.6 MILES
 MU0633'WEST AND 15.8 MILES NORTHWEST OF WINTERS RANCH -STONE HOUSE-, 52 FEET
 MU0633'SOUTH OF THE ROAD AT A FENCE INTERSECTION, 21 FEET SOUTHWEST OF THE
 MU0633'CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH
 MU0633'BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0054 ***********************************************************************
 MU0054  DESIGNATION -  27 C
 MU0054  PID         -  MU0054
 MU0054  STATE/COUNTY-  NV/ELKO
 MU0054  USGS QUAD   -  OWYHEE (1971)
 MU0054
 MU0054                         *CURRENT SURVEY CONTROL
 MU0054  ___________________________________________________________________
 MU0054* NAD 83(1986)-  41 52 44.     (N)    116 02 18.     (W)     SCALED    
 MU0054* NAVD 88     -      1678.720  (meters)    5507.60   (feet)  ADJUSTED  
 MU0054  ___________________________________________________________________
 MU0054  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 MU0054  DYNAMIC HT  -        1677.488 (meters)    5503.56  (feet)  COMP
 MU0054  MODELED GRAV-     979,829.3   (mgal)                       NAVD 88
 MU0054
 MU0054  VERT ORDER  -  SECOND    CLASS 0
 MU0054
 MU0054.The horizontal coordinates were scaled from a topographic map and have
 MU0054.an estimated accuracy of +/- 6 seconds.
 MU0054
 MU0054.The orthometric height was determined by differential leveling
 MU0054.and adjusted by the National Geodetic Survey in June 1991..
 MU0054
 MU0054.The geoid height was determined by GEOID03.
 MU0054
 MU0054.The dynamic height is computed by dividing the NAVD 88
 MU0054.geopotential number by the normal gravity value computed on the
 MU0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0054.degrees latitude (g = 980.6199 gals.).
 MU0054
 MU0054.The modeled gravity was interpolated from observed gravity values.
 MU0054
 MU0054;                    North         East    Units  Estimated Accuracy
 MU0054;SPC NV E     - 8,791,350.      162,240.      MT  (+/- 180 meters Scaled)
 MU0054
 MU0054                          SUPERSEDED SURVEY CONTROL
 MU0054
 MU0054  NGVD 29 (??/??/92) 1677.55   (m)         5503.8    (f) COMPUTED    2 0
 MU0054
 MU0054.Superseded values are not recommended for survey control.
 MU0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0054.See file dsdata.txt to determine how the superseded data were derived.
 MU0054
 MU0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG797367(NAD 83)
 MU0054_MARKER: DD = SURVEY DISK
 MU0054_SETTING: 80 = SET IN A BOULDER
 MU0054_STAMPING: 27 C 5504 1933
 MU0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0054+STABILITY: SURFACE MOTION
 MU0054
 MU0054  HISTORY     - Date     Condition        Report By
 MU0054  HISTORY     - 1933     MONUMENTED       USGS
 MU0054  HISTORY     - 1951     GOOD             NGS
 MU0054
 MU0054                          STATION DESCRIPTION
 MU0054
 MU0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MU0054'5.9 MI NW FROM MOUNTAIN CITY.
 MU0054'5.9 MILES NORTHWEST FROM THE POST OFFICE IN MOUNTAIN CITY ALONG STATE
 MU0054'HIGHWAY 11A, IN TOP OF A GRANITE BOULDER, ON THE OUTSIDE OF A CURVE,
 MU0054'ABOUT 70 YARDS SOUTHEAST OF A POINT WHERE A POWER LINE PASSES OVER THE
 MU0054'HIGHWAY, 67.6 FEET NORTHWEST OF A TELEPHONE POLE, 59 1/2 FEET
 MU0054'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET NORTHEAST OF A
 MU0054'NORTHWEST AND SOUTHEAST TRACK ROAD WHICH FOLLOWS ALONG A TELEPHONE
 MU0054'LINE, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  NOTE-- THIS MARK IS ON
 MU0054'A SLIGHT SLANT.  IT WILL BE UNDER WATER WHEN THE SKULL CREEK DAM IS
 MU0054'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0445 ***********************************************************************
 JP0445  DESIGNATION -  27 DOR
 JP0445  PID         -  JP0445
 JP0445  STATE/COUNTY-  NV/LINCOLN
 JP0445  USGS QUAD   -  SILVER KING MTN SW (1971)
 JP0445
 JP0445                         *CURRENT SURVEY CONTROL
 JP0445  ___________________________________________________________________
 JP0445* NAD 83(1986)-  38 03 13.     (N)    114 58 15.     (W)     SCALED    
 JP0445* NAVD 88     -      1501.269  (meters)    4925.41   (feet)  ADJUSTED  
 JP0445  ___________________________________________________________________
 JP0445  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 JP0445  DYNAMIC HT  -        1499.648 (meters)    4920.10  (feet)  COMP
 JP0445  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 JP0445
 JP0445  VERT ORDER  -  SECOND    CLASS 0
 JP0445
 JP0445.The horizontal coordinates were scaled from a topographic map and have
 JP0445.an estimated accuracy of +/- 6 seconds.
 JP0445
 JP0445.The orthometric height was determined by differential leveling
 JP0445.and adjusted by the National Geodetic Survey in June 1991..
 JP0445
 JP0445.The geoid height was determined by GEOID03.
 JP0445
 JP0445.The dynamic height is computed by dividing the NAVD 88
 JP0445.geopotential number by the normal gravity value computed on the
 JP0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0445.degrees latitude (g = 980.6199 gals.).
 JP0445
 JP0445.The modeled gravity was interpolated from observed gravity values.
 JP0445
 JP0445;                    North         East    Units  Estimated Accuracy
 JP0445;SPC NV E     - 8,366,730.      253,750.      MT  (+/- 180 meters Scaled)
 JP0445
 JP0445                          SUPERSEDED SURVEY CONTROL
 JP0445
 JP0445.No superseded survey control is available for this station.
 JP0445
 JP0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC780137(NAD 83)
 JP0445_MARKER: DD = SURVEY DISK
 JP0445_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0445_SP_SET: COPPER-CLAD STEEL ROD
 JP0445_STAMPING: 27 DOR 1968 4922
 JP0445_MARK LOGO: USGS  
 JP0445_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0445+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0445
 JP0445  HISTORY     - Date     Condition        Report By
 JP0445  HISTORY     - 1968     MONUMENTED       USGS
 JP0445
 JP0445                          STATION DESCRIPTION
 JP0445
 JP0445'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0445'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 39.3 MILES NORTHEAST
 JP0445'ALONG HIGHWAY 38, 45 FEET EAST OF A DRY WASH, 38 FEET WEST OF THE
 JP0445'ROAD, 2 FEET EAST OF A WITNESS SIGN, SET ON A COPPER-COATED ROD
 JP0445'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0550 ***********************************************************************
 JP0550  DESIGNATION -  27 DOR
 JP0550  PID         -  JP0550
 JP0550  STATE/COUNTY-  NV/LINCOLN
 JP0550  USGS QUAD   -  SIDEHILL PASS (1971)
 JP0550
 JP0550                         *CURRENT SURVEY CONTROL
 JP0550  ___________________________________________________________________
 JP0550* NAD 83(1986)-  38 21 54.     (N)    114 47 33.     (W)     SCALED    
 JP0550* NAVD 88     -      1851.382  (meters)    6074.08   (feet)  ADJUSTED  
 JP0550  ___________________________________________________________________
 JP0550  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 JP0550  DYNAMIC HT  -        1849.343 (meters)    6067.39  (feet)  COMP
 JP0550  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 JP0550
 JP0550  VERT ORDER  -  SECOND    CLASS 0
 JP0550
 JP0550.The horizontal coordinates were scaled from a topographic map and have
 JP0550.an estimated accuracy of +/- 6 seconds.
 JP0550
 JP0550.The orthometric height was determined by differential leveling
 JP0550.and adjusted by the National Geodetic Survey in August 1995..
 JP0550
 JP0550.The geoid height was determined by GEOID03.
 JP0550
 JP0550.The dynamic height is computed by dividing the NAVD 88
 JP0550.geopotential number by the normal gravity value computed on the
 JP0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0550.degrees latitude (g = 980.6199 gals.).
 JP0550
 JP0550.The modeled gravity was interpolated from observed gravity values.
 JP0550
 JP0550;                    North         East    Units  Estimated Accuracy
 JP0550;SPC NV E     - 8,401,410.      269,110.      MT  (+/- 180 meters Scaled)
 JP0550
 JP0550                          SUPERSEDED SURVEY CONTROL
 JP0550
 JP0550.No superseded survey control is available for this station.
 JP0550
 JP0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC928486(NAD 83)
 JP0550_MARKER: DD = SURVEY DISK
 JP0550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0550_SP_SET: COPPER-CLAD STEEL ROD
 JP0550_STAMPING: 27 DOR 1971 6070
 JP0550_MARK LOGO: USGS  
 JP0550_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0550
 JP0550  HISTORY     - Date     Condition        Report By
 JP0550  HISTORY     - 1971     MONUMENTED       USGS
 JP0550
 JP0550                          STATION DESCRIPTION
 JP0550
 JP0550'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0550'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0550'HIGHWAY 93 TO A T-ROAD WEST, THENCE 12.8 MILES WEST ALONG THE ROAD TO
 JP0550'CAVE VALLEY, 124 FEET NORTH OF AND 3.5 FEET LOWER THAN THE CENTERLINE
 JP0550'OF THE ROAD, 2 FEET SOUTH OF A WITNESS POST, A 5/8 INCH COPPER COATED
 JP0550'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0591 ***********************************************************************
 JP0591  DESIGNATION -  27 DOR
 JP0591  PID         -  JP0591
 JP0591  STATE/COUNTY-  NV/WHITE PINE
 JP0591  USGS QUAD   -  BULLWHACK SUMMIT (1977)
 JP0591
 JP0591                         *CURRENT SURVEY CONTROL
 JP0591  ___________________________________________________________________
 JP0591* NAD 83(1986)-  38 48 54.     (N)    114 49 52.     (W)     SCALED    
 JP0591* NAVD 88     -      2163.565  (meters)    7098.30   (feet)  ADJUSTED  
 JP0591  ___________________________________________________________________
 JP0591  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 JP0591  DYNAMIC HT  -        2161.103 (meters)    7090.22  (feet)  COMP
 JP0591  MODELED GRAV-     979,412.2   (mgal)                       NAVD 88
 JP0591
 JP0591  VERT ORDER  -  SECOND    CLASS 0
 JP0591
 JP0591.The horizontal coordinates were scaled from a topographic map and have
 JP0591.an estimated accuracy of +/- 6 seconds.
 JP0591
 JP0591.The orthometric height was determined by differential leveling
 JP0591.and adjusted by the National Geodetic Survey in August 1995..
 JP0591
 JP0591.The geoid height was determined by GEOID03.
 JP0591
 JP0591.The dynamic height is computed by dividing the NAVD 88
 JP0591.geopotential number by the normal gravity value computed on the
 JP0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0591.degrees latitude (g = 980.6199 gals.).
 JP0591
 JP0591.The modeled gravity was interpolated from observed gravity values.
 JP0591
 JP0591;                    North         East    Units  Estimated Accuracy
 JP0591;SPC NV E     - 8,451,330.      265,330.      MT  (+/- 180 meters Scaled)
 JP0591
 JP0591                          SUPERSEDED SURVEY CONTROL
 JP0591
 JP0591.No superseded survey control is available for this station.
 JP0591
 JP0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC883984(NAD 83)
 JP0591_MARKER: DD = SURVEY DISK
 JP0591_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0591_SP_SET: COPPER-CLAD STEEL ROD
 JP0591_STAMPING: 27 DOR 1973 7094
 JP0591_MARK LOGO: USGS  
 JP0591_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0591
 JP0591  HISTORY     - Date     Condition        Report By
 JP0591  HISTORY     - 1973     MONUMENTED       USGS
 JP0591
 JP0591                          STATION DESCRIPTION
 JP0591
 JP0591'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0591'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0591'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 26.9 MILES
 JP0591'SOUTH TO A TURN IN THE ROAD, 40 FEET SOUTHEAST OF AND 3 FEET HIGHER
 JP0591'THAN THE CENTERLINE OF ROAD AT A TURN, ON A 5/8 INCH COPPER COATED
 JP0591'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0556 ***********************************************************************
 MU0556  DESIGNATION -  27 FMK
 MU0556  PID         -  MU0556
 MU0556  STATE/COUNTY-  NV/ELKO
 MU0556  USGS QUAD   -  BURNER HILLS (1974)
 MU0556
 MU0556                         *CURRENT SURVEY CONTROL
 MU0556  ___________________________________________________________________
 MU0556* NAD 83(1986)-  41 28 58.     (N)    116 38 25.     (W)     SCALED    
 MU0556* NAVD 88     -      1702.988  (meters)    5587.22   (feet)  POSTED    
 MU0556  ___________________________________________________________________
 MU0556  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 MU0556  DYNAMIC HT  -        1701.660 (meters)    5582.86  (feet)  COMP
 MU0556  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 MU0556
 MU0556  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0556
 MU0556.The horizontal coordinates were scaled from a topographic map and have
 MU0556.an estimated accuracy of +/- 6 seconds.
 MU0556
 MU0556.The orthometric height was determined by differential leveling
 MU0556.and adjusted by the National Geodetic Survey in 1992..
 MU0556.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0556.rate of 0.0 thru 1.0 mm/km.
 MU0556
 MU0556.The geoid height was determined by GEOID03.
 MU0556
 MU0556.The dynamic height is computed by dividing the NAVD 88
 MU0556.geopotential number by the normal gravity value computed on the
 MU0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0556.degrees latitude (g = 980.6199 gals.).
 MU0556
 MU0556.The modeled gravity was interpolated from observed gravity values.
 MU0556
 MU0556;                    North         East    Units  Estimated Accuracy
 MU0556;SPC NV E     - 8,747,800.      111,730.      MT  (+/- 180 meters Scaled)
 MU0556
 MU0556                          SUPERSEDED SURVEY CONTROL
 MU0556
 MU0556.No superseded survey control is available for this station.
 MU0556
 MU0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF300924(NAD 83)
 MU0556_MARKER: DD = SURVEY DISK
 MU0556_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MU0556+WITH SETTING: PAVEMENT
 MU0556_SP_SET: CATTLEGUARD BASE
 MU0556_STAMPING: 27 FMK 1973
 MU0556_MARK LOGO: USGS  
 MU0556_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0556+STABILITY: SURFACE MOTION
 MU0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0556+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0556
 MU0556  HISTORY     - Date     Condition        Report By
 MU0556  HISTORY     - 1973     MONUMENTED       USGS
 MU0556
 MU0556                          STATION DESCRIPTION
 MU0556
 MU0556'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0556'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0556'MILES EAST ALONG GRAVEL ROAD, THENCE 21.4 MILES NORTH ALONG DIRT ROAD,
 MU0556'6.0 MILES WEST AND 1.9 MILES SOUTH OF WINTERS RANCH -STONE HOUSE-, AT
 MU0556'A CATTLEGUARD, 5 FEET EAST AND 1 FOOT LOWER THAN THE CENTERLINE OF THE
 MU0556'ROAD, SET IN THE NORTHEAST CORNER OF A CONCRETE BASE OF THE
 MU0556'CATTLEGUARD. NOTE- IT WAS IMPOSSIBLE TO STAMP ELEVATION ON THIS MARK
 MU0556'BECAUSE CATTLEGUARD WAS IN THE WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0499 ***********************************************************************
 MU0499  DESIGNATION -  27 HEI
 MU0499  PID         -  MU0499
 MU0499  STATE/COUNTY-  NV/HUMBOLDT
 MU0499  USGS QUAD   -  CALICO BUTTE (1980)
 MU0499
 MU0499                         *CURRENT SURVEY CONTROL
 MU0499  ___________________________________________________________________
 MU0499* NAD 83(1986)-  41 53 50.     (N)    117 13 57.     (W)     SCALED    
 MU0499* NAVD 88     -      1817.792  (meters)    5963.87   (feet)  POSTED    
 MU0499  ___________________________________________________________________
 MU0499  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 MU0499  DYNAMIC HT  -        1816.430 (meters)    5959.40  (feet)  COMP
 MU0499  MODELED GRAV-     979,808.7   (mgal)                       NAVD 88
 MU0499
 MU0499  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0499
 MU0499.The horizontal coordinates were scaled from a topographic map and have
 MU0499.an estimated accuracy of +/- 6 seconds.
 MU0499
 MU0499.The orthometric height was determined by differential leveling
 MU0499.and adjusted by the National Geodetic Survey in 1992..
 MU0499.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0499.rate of 0.0 thru 1.0 mm/km.
 MU0499
 MU0499.The geoid height was determined by GEOID03.
 MU0499
 MU0499.The dynamic height is computed by dividing the NAVD 88
 MU0499.geopotential number by the normal gravity value computed on the
 MU0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0499.degrees latitude (g = 980.6199 gals.).
 MU0499
 MU0499.The modeled gravity was interpolated from observed gravity values.
 MU0499
 MU0499;                    North         East    Units  Estimated Accuracy
 MU0499;SPC NV W     - 4,794,170.      912,090.      MT  (+/- 180 meters Scaled)
 MU0499
 MU0499                          SUPERSEDED SURVEY CONTROL
 MU0499
 MU0499  NGVD 29 (??/??/92) 1816.61   (m)         5960.0    (f) COMPUTED    2 0
 MU0499
 MU0499.Superseded values are not recommended for survey control.
 MU0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0499.See file dsdata.txt to determine how the superseded data were derived.
 MU0499
 MU0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG807383(NAD 83)
 MU0499_MARKER: DD = SURVEY DISK
 MU0499_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0499_SP_SET: COPPER-CLAD STEEL ROD
 MU0499_STAMPING: 27 HEI 1974 5960
 MU0499_MARK LOGO: USGS  
 MU0499_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0499+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0499
 MU0499  HISTORY     - Date     Condition        Report By
 MU0499  HISTORY     - 1974     MONUMENTED       USGS
 MU0499
 MU0499                          STATION DESCRIPTION
 MU0499
 MU0499'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0499'FROM GREELY CROSSING, NEVADA, PROCEED 15.2 MILES NORTH ALONG ROAD, AT
 MU0499'A SMALL CUT IN THE ROAD, 43 FEET NORTHEAST AND 2.5 FEET HIGHER THAN
 MU0499'THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD ENCASED IN
 MU0499'6-INCH WHITE PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0503 ***********************************************************************
 LS0503  DESIGNATION -  27 HJH
 LS0503  PID         -  LS0503
 LS0503  STATE/COUNTY-  NV/WASHOE
 LS0503  USGS QUAD   -  TOHAKUM PEAK NE (1964)
 LS0503
 LS0503                         *CURRENT SURVEY CONTROL
 LS0503  ___________________________________________________________________
 LS0503* NAD 83(1986)-  40 08 41.     (N)    119 22 06.     (W)     SCALED    
 LS0503* NAVD 88     -      1168.837  (meters)    3834.76   (feet)  ADJUSTED  
 LS0503  ___________________________________________________________________
 LS0503  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 LS0503  DYNAMIC HT  -        1167.909 (meters)    3831.71  (feet)  COMP
 LS0503  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 LS0503
 LS0503  VERT ORDER  -  SECOND    CLASS 0
 LS0503
 LS0503.The horizontal coordinates were scaled from a topographic map and have
 LS0503.an estimated accuracy of +/- 6 seconds.
 LS0503
 LS0503.The orthometric height was determined by differential leveling
 LS0503.and adjusted by the National Geodetic Survey in June 1991..
 LS0503
 LS0503.The geoid height was determined by GEOID03.
 LS0503
 LS0503.The dynamic height is computed by dividing the NAVD 88
 LS0503.geopotential number by the normal gravity value computed on the
 LS0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0503.degrees latitude (g = 980.6199 gals.).
 LS0503
 LS0503.The modeled gravity was interpolated from observed gravity values.
 LS0503
 LS0503;                    North         East    Units  Estimated Accuracy
 LS0503;SPC NV W     - 4,598,980.      733,110.      MT  (+/- 180 meters Scaled)
 LS0503
 LS0503                          SUPERSEDED SURVEY CONTROL
 LS0503
 LS0503  NGVD 29 (??/??/92) 1167.866  (m)         3831.57   (f) ADJ UNCH    2 0
 LS0503
 LS0503.Superseded values are not recommended for survey control.
 LS0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0503.See file dsdata.txt to determine how the superseded data were derived.
 LS0503
 LS0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE982465(NAD 83)
 LS0503_MARKER: DB = BENCH MARK DISK
 LS0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0503_SP_SET: CONCRETE POST
 LS0503_STAMPING: 27 HJH 1962 3832
 LS0503_MARK LOGO: USGS  
 LS0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0503+STABILITY: SURFACE MOTION
 LS0503
 LS0503  HISTORY     - Date     Condition        Report By
 LS0503  HISTORY     - 1962     MONUMENTED       USGS
 LS0503
 LS0503                          STATION DESCRIPTION
 LS0503
 LS0503'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0503'37.2 KM (23.10 MI) NORTH FROM NIXON.
 LS0503'23.1 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34, 43 FEET EAST OF
 LS0503'THE HIGHWAY CENTERLINE.
 LS0503'THE MARK IS 3.0 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0481 ***********************************************************************
 MV0481  DESIGNATION -  27 LRC
 MV0481  PID         -  MV0481
 MV0481  STATE/COUNTY-  NV/HUMBOLDT
 MV0481  USGS QUAD   -  PIDGEON SPRING (1979)
 MV0481
 MV0481                         *CURRENT SURVEY CONTROL
 MV0481  ___________________________________________________________________
 MV0481* NAD 83(1986)-  41 13 16.     (N)    118 56 43.     (W)     SCALED    
 MV0481* NAVD 88     -      1317.790  (meters)    4323.45   (feet)  ADJUSTED  
 MV0481  ___________________________________________________________________
 MV0481  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 MV0481  DYNAMIC HT  -        1316.850 (meters)    4320.37  (feet)  COMP
 MV0481  MODELED GRAV-     979,864.2   (mgal)                       NAVD 88
 MV0481
 MV0481  VERT ORDER  -  SECOND    CLASS 0
 MV0481
 MV0481.The horizontal coordinates were scaled from a topographic map and have
 MV0481.an estimated accuracy of +/- 6 seconds.
 MV0481
 MV0481.The orthometric height was determined by differential leveling
 MV0481.and adjusted by the National Geodetic Survey in June 1991..
 MV0481
 MV0481.The geoid height was determined by GEOID03.
 MV0481
 MV0481.The dynamic height is computed by dividing the NAVD 88
 MV0481.geopotential number by the normal gravity value computed on the
 MV0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0481.degrees latitude (g = 980.6199 gals.).
 MV0481
 MV0481.The modeled gravity was interpolated from observed gravity values.
 MV0481
 MV0481;                    North         East    Units  Estimated Accuracy
 MV0481;SPC NV W     - 4,718,260.      769,650.      MT  (+/- 180 meters Scaled)
 MV0481
 MV0481                          SUPERSEDED SURVEY CONTROL
 MV0481
 MV0481.No superseded survey control is available for this station.
 MV0481
 MV0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF369651(NAD 83)
 MV0481_MARKER: DD = SURVEY DISK
 MV0481_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0481_SP_SET: COPPER-CLAD STEEL ROD
 MV0481_STAMPING: 27 LRC 1972 4320
 MV0481_MARK LOGO: USGS  
 MV0481_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0481+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0481
 MV0481  HISTORY     - Date     Condition        Report By
 MV0481  HISTORY     - 1972     MONUMENTED       USGS
 MV0481
 MV0481                          STATION DESCRIPTION
 MV0481
 MV0481'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0481'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0481'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0481'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0481'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 20.4 MILES NORTH
 MV0481'ALONG TRACK ROAD TO THE TOP OF A PROMINENT LOW HILL AT A Y-ROAD FORK,
 MV0481'6.2 MILES SOUTH OF PAHUTE MEADOW RANCH, ABOUT 100 FEET EAST OF THE
 MV0481'FORKS WHERE THE ROAD TURNS SOUTHWEST, ENCASED IN DRAINPIPE CASING
 MV0481'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0456 ***********************************************************************
 HP0456  DESIGNATION -  27 LRC
 HP0456  PID         -  HP0456
 HP0456  STATE/COUNTY-  NV/LINCOLN
 HP0456  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0456
 HP0456                         *CURRENT SURVEY CONTROL
 HP0456  ___________________________________________________________________
 HP0456* NAD 83(1986)-  37 10 15.     (N)    114 27 56.     (W)     SCALED    
 HP0456* NAVD 88     -       822.049  (meters)    2697.01   (feet)  POSTED    
 HP0456  ___________________________________________________________________
 HP0456  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 HP0456  DYNAMIC HT  -         821.220 (meters)    2694.29  (feet)  COMP
 HP0456  MODELED GRAV-     979,592.2   (mgal)                       NAVD 88
 HP0456
 HP0456  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0456
 HP0456.The horizontal coordinates were scaled from a topographic map and have
 HP0456.an estimated accuracy of +/- 6 seconds.
 HP0456
 HP0456.The orthometric height was determined by differential leveling
 HP0456.and adjusted by the National Geodetic Survey in 1992..
 HP0456.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0456.rate of 1.1 thru 2.0 mm/km.
 HP0456
 HP0456.The geoid height was determined by GEOID03.
 HP0456
 HP0456.The dynamic height is computed by dividing the NAVD 88
 HP0456.geopotential number by the normal gravity value computed on the
 HP0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0456.degrees latitude (g = 980.6199 gals.).
 HP0456
 HP0456.The modeled gravity was interpolated from observed gravity values.
 HP0456
 HP0456;                    North         East    Units  Estimated Accuracy
 HP0456;SPC NV E     - 8,269,170.      299,260.      MT  (+/- 180 meters Scaled)
 HP0456
 HP0456                          SUPERSEDED SURVEY CONTROL
 HP0456
 HP0456  NGVD 29 (??/??/92)  821.23   (m)         2694.3    (f) COMPUTED    2 0
 HP0456
 HP0456.Superseded values are not recommended for survey control.
 HP0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0456.See file dsdata.txt to determine how the superseded data were derived.
 HP0456
 HP0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB250168(NAD 83)
 HP0456_MARKER: DD = SURVEY DISK
 HP0456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0456_SP_SET: COPPER-CLAD STEEL ROD
 HP0456_STAMPING: 27 LRC 1973 2695
 HP0456_MARK LOGO: USGS  
 HP0456_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0456+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0456
 HP0456  HISTORY     - Date     Condition        Report By
 HP0456  HISTORY     - 1973     MONUMENTED       USGS
 HP0456
 HP0456                          STATION DESCRIPTION
 HP0456
 HP0456'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0456'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 4.3
 HP0456'MILES NORTH ALONG A GRAVEL ROAD TOWARD LEITH, TO THE TOP OF A SLIGHT
 HP0456'RISE, 34 FEET EAST AND 4 FEET HIGHER THAN CENTER OF ROAD, ON A 5/8
 HP0456'INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND
 HP0456'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0665 ***********************************************************************
 GS0665  DESIGNATION -  27 TJS
 GS0665  PID         -  GS0665
 GS0665  STATE/COUNTY-  NV/NYE
 GS0665  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0665
 GS0665                         *CURRENT SURVEY CONTROL
 GS0665  ___________________________________________________________________
 GS0665* NAD 83(1986)-  36 49 40.     (N)    116 28 48.     (W)     SCALED    
 GS0665* NAVD 88     -      1200.217  (meters)    3937.71   (feet)  ADJUSTED  
 GS0665  ___________________________________________________________________
 GS0665  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 GS0665  DYNAMIC HT  -        1198.867 (meters)    3933.28  (feet)  COMP
 GS0665  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 GS0665
 GS0665  VERT ORDER  -  FIRST     CLASS I
 GS0665
 GS0665.The horizontal coordinates were scaled from a topographic map and have
 GS0665.an estimated accuracy of +/- 6 seconds.
 GS0665
 GS0665.The orthometric height was determined by differential leveling
 GS0665.and adjusted by the National Geodetic Survey in May 2004..
 GS0665
 GS0665.The geoid height was determined by GEOID03.
 GS0665
 GS0665.The dynamic height is computed by dividing the NAVD 88
 GS0665.geopotential number by the normal gravity value computed on the
 GS0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0665.degrees latitude (g = 980.6199 gals.).
 GS0665
 GS0665.The modeled gravity was interpolated from observed gravity values.
 GS0665
 GS0665;                    North         East    Units  Estimated Accuracy
 GS0665;SPC NV C     - 6,230,530.      516,650.      MT  (+/- 180 meters Scaled)
 GS0665
 GS0665                          SUPERSEDED SURVEY CONTROL
 GS0665
 GS0665  NAVD 88 (??/??/92) 1200.225  (m)         3937.74   (f) UNKNOWN     3 0
 GS0665  NGVD 29 (05/01/91) 1199.274  (m)         3934.62   (f) ADJUSTED    1 1
 GS0665
 GS0665.Superseded values are not recommended for survey control.
 GS0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0665.See file dsdata.txt to determine how the superseded data were derived.
 GS0665
 GS0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA463758(NAD 83)
 GS0665_MARKER: DB = BENCH MARK DISK
 GS0665_SETTING: 66 = SET IN ROCK OUTCROP
 GS0665_SP_SET: BEDROCK
 GS0665_STAMPING: 27 TJS 1983
 GS0665_MARK LOGO: USGS  
 GS0665_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0665+STABILITY: POSITION/ELEVATION WELL
 GS0665
 GS0665  HISTORY     - Date     Condition        Report By
 GS0665  HISTORY     - 1983     MONUMENTED       USGS
 GS0665  HISTORY     - 1986     GOOD             USGS
 GS0665  HISTORY     - 1988     GOOD             USGS
 GS0665  HISTORY     - 19910220 GOOD             USGS
 GS0665  HISTORY     - 19921231 GOOD             USGS
 GS0665  HISTORY     - 19950111 GOOD             USGS
 GS0665
 GS0665                          STATION DESCRIPTION
 GS0665
 GS0665'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0665'44.6 KM (27.70 MI) EAST FROM BEATTY.
 GS0665'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0665'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0665'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0665'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0665'NORTHEASTERLY 4.9 MILES, 395 FEET EAST OF THE CENTERLINE OF THE ROAD,
 GS0665'ON THE EAST SIDE OF A WASH.
 GS0665
 GS0665                          STATION RECOVERY (1986)
 GS0665
 GS0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0665'RECOVERED IN GOOD CONDITION.
 GS0665
 GS0665                          STATION RECOVERY (1988)
 GS0665
 GS0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0665'RECOVERED IN GOOD CONDITION.
 GS0665
 GS0665                          STATION RECOVERY (1991)
 GS0665
 GS0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0665'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0665'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0665'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0665'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0665'NORTHEASTERLY 4.9 MILES, 395 FEET EAST OF THE CENTERLINE OF THE ROAD,
 GS0665'ON THE EAST SIDE OF A WASH.
 GS0665
 GS0665                          STATION RECOVERY (1992)
 GS0665
 GS0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0665'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0665'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0665'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0665'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0665'BEND IN THE ROAD, PROCEED NORTHEASTERLY 4.9 MILES (7.9 KM), 395 FEET
 GS0665'(120.4 M) EAST OF THE CENTERLINE OF THE ROAD, ON THE EAST SIDE OF A
 GS0665'WASH.
 GS0665
 GS0665                          STATION RECOVERY (1995)
 GS0665
 GS0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0665'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0224 ***********************************************************************
 JR0224  DESIGNATION -  28
 JR0224  PID         -  JR0224
 JR0224  STATE/COUNTY-  NV/MINERAL
 JR0224  USGS QUAD   -  BASALT (1982)
 JR0224
 JR0224                         *CURRENT SURVEY CONTROL
 JR0224  ___________________________________________________________________
 JR0224* NAD 83(1986)-  38 06 09.     (N)    118 16 38.     (W)     SCALED    
 JR0224* NAVD 88     -      1726.532  (meters)    5664.46   (feet)  ADJUSTED  
 JR0224  ___________________________________________________________________
 JR0224  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 JR0224  DYNAMIC HT  -        1724.601 (meters)    5658.13  (feet)  COMP
 JR0224  MODELED GRAV-     979,449.9   (mgal)                       NAVD 88
 JR0224
 JR0224  VERT ORDER  -  FIRST     CLASS II
 JR0224
 JR0224.The horizontal coordinates were scaled from a topographic map and have
 JR0224.an estimated accuracy of +/- 6 seconds.
 JR0224
 JR0224.The orthometric height was determined by differential leveling
 JR0224.and adjusted by the National Geodetic Survey in June 1991..
 JR0224
 JR0224.The geoid height was determined by GEOID03.
 JR0224
 JR0224.The dynamic height is computed by dividing the NAVD 88
 JR0224.geopotential number by the normal gravity value computed on the
 JR0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0224.degrees latitude (g = 980.6199 gals.).
 JR0224
 JR0224.The modeled gravity was interpolated from observed gravity values.
 JR0224
 JR0224;                    North         East    Units  Estimated Accuracy
 JR0224;SPC NV W     - 4,372,020.      826,850.      MT  (+/- 180 meters Scaled)
 JR0224
 JR0224                          SUPERSEDED SURVEY CONTROL
 JR0224
 JR0224  NGVD 29 (??/??/92) 1725.263  (m)         5660.30   (f) ADJ UNCH    1 2
 JR0224
 JR0224.Superseded values are not recommended for survey control.
 JR0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0224.See file dsdata.txt to determine how the superseded data were derived.
 JR0224
 JR0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC880179(NAD 83)
 JR0224_MARKER: DD = SURVEY DISK
 JR0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0224_STAMPING: 28 S 662-1 M1-10
 JR0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0224+STABILITY: SURFACE MOTION
 JR0224
 JR0224  HISTORY     - Date     Condition        Report By
 JR0224  HISTORY     - UNK      MONUMENTED       NVDH
 JR0224  HISTORY     - 1955     GOOD             NGS
 JR0224  HISTORY     - 1986     MARK NOT FOUND   NGS
 JR0224
 JR0224                          STATION DESCRIPTION
 JR0224
 JR0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0224'7.1 MI N FROM BASALT.
 JR0224'7.1 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0224'HIGHWAY 6 AT BASALT, AT THE ENTRANCE TO A BARROW PIT, 30.7 FEET
 JR0224'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTHWEST
 JR0224'OF THE CENTER LINE OF THE ENTRANCE ROAD, 5 FEET SOUTHWEST OF
 JR0224'THE SOUTHWEST EDGE OF THE ROAD, 1.5 FEET SOUTHEAST OF A WITNESS
 JR0224'POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 JR0224'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JR0224
 JR0224                          STATION RECOVERY (1986)
 JR0224
 JR0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0224'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0551 ***********************************************************************
 KR0551  DESIGNATION -  28 1
 KR0551  PID         -  KR0551
 KR0551  STATE/COUNTY-  NV/CHURCHILL
 KR0551  USGS QUAD   -  STILLWATER (1985)
 KR0551
 KR0551                         *CURRENT SURVEY CONTROL
 KR0551  ___________________________________________________________________
 KR0551* NAD 83(1986)-  39 30 56.     (N)    118 34 28.     (W)     SCALED    
 KR0551* NAVD 88     -      1191.762  (meters)    3909.97   (feet)  ADJUSTED  
 KR0551  ___________________________________________________________________
 KR0551  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 KR0551  DYNAMIC HT  -        1190.740 (meters)    3906.62  (feet)  COMP
 KR0551  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 KR0551
 KR0551  VERT ORDER  -  FIRST     CLASS II
 KR0551
 KR0551.The horizontal coordinates were scaled from a topographic map and have
 KR0551.an estimated accuracy of +/- 6 seconds.
 KR0551
 KR0551.The orthometric height was determined by differential leveling
 KR0551.and adjusted by the National Geodetic Survey in June 1991..
 KR0551
 KR0551.The geoid height was determined by GEOID03.
 KR0551
 KR0551.The dynamic height is computed by dividing the NAVD 88
 KR0551.geopotential number by the normal gravity value computed on the
 KR0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0551.degrees latitude (g = 980.6199 gals.).
 KR0551
 KR0551.The modeled gravity was interpolated from observed gravity values.
 KR0551
 KR0551;                    North         East    Units  Estimated Accuracy
 KR0551;SPC NV W     - 4,528,830.      800,760.      MT  (+/- 180 meters Scaled)
 KR0551
 KR0551                          SUPERSEDED SURVEY CONTROL
 KR0551
 KR0551  NGVD 29 (??/??/92) 1190.816  (m)         3906.87   (f) ADJ UNCH    1 2
 KR0551
 KR0551.Superseded values are not recommended for survey control.
 KR0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0551.See file dsdata.txt to determine how the superseded data were derived.
 KR0551
 KR0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD646751(NAD 83)
 KR0551_MARKER: DD = SURVEY DISK
 KR0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0551_SP_SET: CULVERT
 KR0551_STAMPING: 28-1 3910.175
 KR0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0551
 KR0551  HISTORY     - Date     Condition        Report By
 KR0551  HISTORY     - UNK      MONUMENTED       USGS
 KR0551  HISTORY     - 1955     GOOD             NGS
 KR0551  HISTORY     - 20060407 POOR             GEOCAC
 KR0551
 KR0551                          STATION DESCRIPTION
 KR0551
 KR0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0551'1.9 MI W FROM STILLWATER.
 KR0551'1.7 MILES WEST ALONG HUNTER ROAD FROM THE STORE AND POST OFFICE AT
 KR0551'STILLWATER, THENCE 0.2 MILE SOUTH ALONG A GRADED ROAD ALONG THE WEST
 KR0551'SIDE OF A CANAL, IN THE TOP OF THE EAST END OF THE EAST CONCRETE
 KR0551'RETAINING WALL OF AN IRRIGATION CONTROL GATE, 50 1/2 FEET EAST OF THE
 KR0551'CENTER LINE OF THE ROAD, 16.9 FEET EAST OF THE CENTER OF THE CONTROL
 KR0551'GATE, 10.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A WOODEN PLANK
 KR0551'BRIDGE ALONG THE EAST SIDE OF THE CANAL, 1.4 FEET WEST OF A STEP IN
 KR0551'THE RETAINING WALL, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.
 KR0551
 KR0551                          STATION RECOVERY (2006)
 KR0551
 KR0551'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0551'HUNTER ROAD NOW KNOWN AS STILLWATER ROAD/NV-116.  GRADED ROAD NOW
 KR0551'KNOWN AS SWOPE LANE.  STATION DISK MISSING, IMPRESSION AND SHANK HOLE
 KR0551'VISIBLE.  OBSERVED GPSR COORDINATES N39 30 56.16, W118 34 28.92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0634 ***********************************************************************
 MU0634  DESIGNATION -  28 BKC
 MU0634  PID         -  MU0634
 MU0634  STATE/COUNTY-  NV/ELKO
 MU0634  USGS QUAD   -  CORRAL LAKE (1973)
 MU0634
 MU0634                         *CURRENT SURVEY CONTROL
 MU0634  ___________________________________________________________________
 MU0634* NAD 83(1986)-  41 43 09.     (N)    116 48 54.     (W)     SCALED    
 MU0634* NAVD 88     -      1628.516  (meters)    5342.89   (feet)  POSTED    
 MU0634  ___________________________________________________________________
 MU0634  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 MU0634  DYNAMIC HT  -        1627.320 (meters)    5338.97  (feet)  COMP
 MU0634  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 MU0634
 MU0634  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0634
 MU0634.The horizontal coordinates were scaled from a topographic map and have
 MU0634.an estimated accuracy of +/- 6 seconds.
 MU0634
 MU0634.The orthometric height was determined by differential leveling
 MU0634.and adjusted by the National Geodetic Survey in 1992..
 MU0634.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0634.rate of 0.0 thru 1.0 mm/km.
 MU0634
 MU0634.The geoid height was determined by GEOID03.
 MU0634
 MU0634.The dynamic height is computed by dividing the NAVD 88
 MU0634.geopotential number by the normal gravity value computed on the
 MU0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0634.degrees latitude (g = 980.6199 gals.).
 MU0634
 MU0634.The modeled gravity was interpolated from observed gravity values.
 MU0634
 MU0634;                    North         East    Units  Estimated Accuracy
 MU0634;SPC NV E     - 8,774,240.       97,520.      MT  (+/- 180 meters Scaled)
 MU0634
 MU0634                          SUPERSEDED SURVEY CONTROL
 MU0634
 MU0634  NGVD 29 (??/??/92) 1627.39   (m)         5339.2    (f) COMPUTED    2 0
 MU0634
 MU0634.Superseded values are not recommended for survey control.
 MU0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0634.See file dsdata.txt to determine how the superseded data were derived.
 MU0634
 MU0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG153186(NAD 83)
 MU0634_MARKER: DD = SURVEY DISK
 MU0634_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0634_SP_SET: COPPER-CLAD STEEL ROD
 MU0634_STAMPING: 28 BKC 1973 5339
 MU0634_MARK LOGO: USGS  
 MU0634_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0634+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0634
 MU0634  HISTORY     - Date     Condition        Report By
 MU0634  HISTORY     - 1973     MONUMENTED       USGS
 MU0634
 MU0634                          STATION DESCRIPTION
 MU0634
 MU0634'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0634'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0634'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0634'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0634'ALONG ROAD, 15.0 MILES NORTH-NORTHWEST ALONG ROAD, 7.6 MILES WEST AND
 MU0634'16.8 MILES NORTHWEST OF WINTERS RANCH -STONE HOUSE-, 1.1 MILES SOUTH
 MU0634'AND 20.6 MILES WEST AND 4.6 MILES EAST OF DESERT RANCH, 55 FEET EAST
 MU0634'OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A CAIRN, SET ON A
 MU0634'COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0634'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0446 ***********************************************************************
 JP0446  DESIGNATION -  28 DOR
 JP0446  PID         -  JP0446
 JP0446  STATE/COUNTY-  NV/LINCOLN
 JP0446  USGS QUAD   -  SILVER KING MTN SW (1971)
 JP0446
 JP0446                         *CURRENT SURVEY CONTROL
 JP0446  ___________________________________________________________________
 JP0446* NAD 83(1986)-  38 03 53.     (N)    114 58 31.     (W)     SCALED    
 JP0446* NAVD 88     -      1507.160  (meters)    4944.74   (feet)  ADJUSTED  
 JP0446  ___________________________________________________________________
 JP0446  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 JP0446  DYNAMIC HT  -        1505.534 (meters)    4939.41  (feet)  COMP
 JP0446  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 JP0446
 JP0446  VERT ORDER  -  SECOND    CLASS 0
 JP0446
 JP0446.The horizontal coordinates were scaled from a topographic map and have
 JP0446.an estimated accuracy of +/- 6 seconds.
 JP0446
 JP0446.The orthometric height was determined by differential leveling
 JP0446.and adjusted by the National Geodetic Survey in June 1991..
 JP0446
 JP0446.The geoid height was determined by GEOID03.
 JP0446
 JP0446.The dynamic height is computed by dividing the NAVD 88
 JP0446.geopotential number by the normal gravity value computed on the
 JP0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0446.degrees latitude (g = 980.6199 gals.).
 JP0446
 JP0446.The modeled gravity was interpolated from observed gravity values.
 JP0446
 JP0446;                    North         East    Units  Estimated Accuracy
 JP0446;SPC NV E     - 8,367,960.      253,360.      MT  (+/- 180 meters Scaled)
 JP0446
 JP0446                          SUPERSEDED SURVEY CONTROL
 JP0446
 JP0446.No superseded survey control is available for this station.
 JP0446
 JP0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC776149(NAD 83)
 JP0446_MARKER: DD = SURVEY DISK
 JP0446_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0446_SP_SET: COPPER-CLAD STEEL ROD
 JP0446_STAMPING: 28 DOR 1968 4941
 JP0446_MARK LOGO: USGS  
 JP0446_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0446+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0446
 JP0446  HISTORY     - Date     Condition        Report By
 JP0446  HISTORY     - 1968     MONUMENTED       USGS
 JP0446
 JP0446                          STATION DESCRIPTION
 JP0446
 JP0446'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0446'FROM THE POST OFFICE IN HIKO, PROCEED 40.1 MILES NORTHEAST ALONG
 JP0446'HIGHWAY 38, 140 FEET WEST OF THE NEW ROAD CENTERLINE, 110 FEET EAST OF
 JP0446'A DRY WASH, 66 FEET WEST OF THE ROAD, 2 FEET EAST OF A WITNESS SIGN,
 JP0446'ON A COPPER-COATED ROD ENCASED BY A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0549 ***********************************************************************
 JP0549  DESIGNATION -  28 DOR
 JP0549  PID         -  JP0549
 JP0549  STATE/COUNTY-  NV/LINCOLN
 JP0549  USGS QUAD   -  SIDEHILL PASS (1971)
 JP0549
 JP0549                         *CURRENT SURVEY CONTROL
 JP0549  ___________________________________________________________________
 JP0549* NAD 83(1986)-  38 21 26.     (N)    114 46 47.     (W)     SCALED    
 JP0549* NAVD 88     -      1803.455  (meters)    5916.84   (feet)  ADJUSTED  
 JP0549  ___________________________________________________________________
 JP0549  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 JP0549  DYNAMIC HT  -        1801.456 (meters)    5910.28  (feet)  COMP
 JP0549  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 JP0549
 JP0549  VERT ORDER  -  SECOND    CLASS 0
 JP0549
 JP0549.The horizontal coordinates were scaled from a topographic map and have
 JP0549.an estimated accuracy of +/- 6 seconds.
 JP0549
 JP0549.The orthometric height was determined by differential leveling
 JP0549.and adjusted by the National Geodetic Survey in August 1995..
 JP0549
 JP0549.The geoid height was determined by GEOID03.
 JP0549
 JP0549.The dynamic height is computed by dividing the NAVD 88
 JP0549.geopotential number by the normal gravity value computed on the
 JP0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0549.degrees latitude (g = 980.6199 gals.).
 JP0549
 JP0549.The modeled gravity was interpolated from observed gravity values.
 JP0549
 JP0549;                    North         East    Units  Estimated Accuracy
 JP0549;SPC NV E     - 8,400,560.      270,230.      MT  (+/- 180 meters Scaled)
 JP0549
 JP0549                          SUPERSEDED SURVEY CONTROL
 JP0549
 JP0549.No superseded survey control is available for this station.
 JP0549
 JP0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC939477(NAD 83)
 JP0549_MARKER: DD = SURVEY DISK
 JP0549_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0549_SP_SET: COPPER-CLAD STEEL ROD
 JP0549_STAMPING: 28 DOR 1971 5913
 JP0549_MARK LOGO: USGS  
 JP0549_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0549
 JP0549  HISTORY     - Date     Condition        Report By
 JP0549  HISTORY     - 1971     MONUMENTED       USGS
 JP0549
 JP0549                          STATION DESCRIPTION
 JP0549
 JP0549'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0549'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0549'HIGHWAY 93 TO A T-ROAD WEST, THENCE 11.8 MILES WEST ALONG THE ROAD TO
 JP0549'CAVE VALLEY, 10.7 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, ON
 JP0549'THE EDGE OF THE ROAD, 2 FEET NORTH OF A WITNESS POST, A 5/8 INCH
 JP0549'COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH
 JP0549'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0592 ***********************************************************************
 JP0592  DESIGNATION -  28 DOR
 JP0592  PID         -  JP0592
 JP0592  STATE/COUNTY-  NV/WHITE PINE
 JP0592  USGS QUAD   -  BULLWHACK SUMMIT (1977)
 JP0592
 JP0592                         *CURRENT SURVEY CONTROL
 JP0592  ___________________________________________________________________
 JP0592* NAD 83(1986)-  38 48 05.     (N)    114 49 32.     (W)     SCALED    
 JP0592* NAVD 88     -      2139.103  (meters)    7018.04   (feet)  ADJUSTED  
 JP0592  ___________________________________________________________________
 JP0592  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 JP0592  DYNAMIC HT  -        2136.674 (meters)    7010.07  (feet)  COMP
 JP0592  MODELED GRAV-     979,415.8   (mgal)                       NAVD 88
 JP0592
 JP0592  VERT ORDER  -  SECOND    CLASS 0
 JP0592
 JP0592.The horizontal coordinates were scaled from a topographic map and have
 JP0592.an estimated accuracy of +/- 6 seconds.
 JP0592
 JP0592.The orthometric height was determined by differential leveling
 JP0592.and adjusted by the National Geodetic Survey in August 1995..
 JP0592
 JP0592.The geoid height was determined by GEOID03.
 JP0592
 JP0592.The dynamic height is computed by dividing the NAVD 88
 JP0592.geopotential number by the normal gravity value computed on the
 JP0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0592.degrees latitude (g = 980.6199 gals.).
 JP0592
 JP0592.The modeled gravity was interpolated from observed gravity values.
 JP0592
 JP0592;                    North         East    Units  Estimated Accuracy
 JP0592;SPC NV E     - 8,449,830.      265,820.      MT  (+/- 180 meters Scaled)
 JP0592
 JP0592                          SUPERSEDED SURVEY CONTROL
 JP0592
 JP0592.No superseded survey control is available for this station.
 JP0592
 JP0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC888969(NAD 83)
 JP0592_MARKER: DD = SURVEY DISK
 JP0592_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0592_SP_SET: COPPER-CLAD STEEL ROD
 JP0592_STAMPING: 28 DOR 1973 7014
 JP0592_MARK LOGO: USGS  
 JP0592_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0592
 JP0592  HISTORY     - Date     Condition        Report By
 JP0592  HISTORY     - 1973     MONUMENTED       USGS
 JP0592
 JP0592                          STATION DESCRIPTION
 JP0592
 JP0592'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0592'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0592'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 28.0 MILES
 JP0592'SOUTH TO A Y-ROAD NORTHWEST, 40 FEET EAST OF AND 2 FEET HIGHER THAN
 JP0592'THE CENTERLINE OF ROAD AT Y-ROAD JUNCTION,  A 5/8 INCH COPPER COATED
 JP0592'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0557 ***********************************************************************
 MU0557  DESIGNATION -  28 FMK
 MU0557  PID         -  MU0557
 MU0557  STATE/COUNTY-  NV/ELKO
 MU0557  USGS QUAD   -  BURNER HILLS (1974)
 MU0557
 MU0557                         *CURRENT SURVEY CONTROL
 MU0557  ___________________________________________________________________
 MU0557* NAD 83(1986)-  41 29 45.     (N)    116 38 11.     (W)     SCALED    
 MU0557* NAVD 88     -      1684.224  (meters)    5525.66   (feet)  POSTED    
 MU0557  ___________________________________________________________________
 MU0557  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 MU0557  DYNAMIC HT  -        1682.910 (meters)    5521.35  (feet)  COMP
 MU0557  MODELED GRAV-     979,786.4   (mgal)                       NAVD 88
 MU0557
 MU0557  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0557
 MU0557.The horizontal coordinates were scaled from a topographic map and have
 MU0557.an estimated accuracy of +/- 6 seconds.
 MU0557
 MU0557.The orthometric height was determined by differential leveling
 MU0557.and adjusted by the National Geodetic Survey in 1992..
 MU0557.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0557.rate of 0.0 thru 1.0 mm/km.
 MU0557
 MU0557.The geoid height was determined by GEOID03.
 MU0557
 MU0557.The dynamic height is computed by dividing the NAVD 88
 MU0557.geopotential number by the normal gravity value computed on the
 MU0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0557.degrees latitude (g = 980.6199 gals.).
 MU0557
 MU0557.The modeled gravity was interpolated from observed gravity values.
 MU0557
 MU0557;                    North         East    Units  Estimated Accuracy
 MU0557;SPC NV E     - 8,749,240.      112,080.      MT  (+/- 180 meters Scaled)
 MU0557
 MU0557                          SUPERSEDED SURVEY CONTROL
 MU0557
 MU0557.No superseded survey control is available for this station.
 MU0557
 MU0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF303938(NAD 83)
 MU0557_MARKER: DD = SURVEY DISK
 MU0557_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0557_SP_SET: COPPER-CLAD STEEL ROD
 MU0557_STAMPING: 28 FMK 1973 5522
 MU0557_MARK LOGO: USGS  
 MU0557_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0557+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0557
 MU0557  HISTORY     - Date     Condition        Report By
 MU0557  HISTORY     - 1973     MONUMENTED       USGS
 MU0557
 MU0557                          STATION DESCRIPTION
 MU0557
 MU0557'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0557'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0557'MILES EAST ALONG GRAVEL ROAD, THENCE 22.3 MILES NORTH ALONG DIRT ROAD,
 MU0557'6.0 MILES WEST AND 1.0 MILE SOUTH OF WINTERS RANCH -STONE HOUSE-, 49
 MU0557'FEET WEST OF THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD
 MU0557'ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0158 ***********************************************************************
 MT0158  DESIGNATION -  28 GWM
 MT0158  PID         -  MT0158
 MT0158  STATE/COUNTY-  NV/ELKO
 MT0158  USGS QUAD   -  TWELVEMILE RANCH (1982)
 MT0158
 MT0158                         *CURRENT SURVEY CONTROL
 MT0158  ___________________________________________________________________
 MT0158* NAD 83(1986)-  41 23 52.     (N)    114 10 48.     (W)     SCALED    
 MT0158* NAVD 88     -      1514.149  (meters)    4967.67   (feet)  ADJUSTED  
 MT0158  ___________________________________________________________________
 MT0158  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 MT0158  DYNAMIC HT  -        1513.012 (meters)    4963.94  (feet)  COMP
 MT0158  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 MT0158
 MT0158  VERT ORDER  -  SECOND    CLASS 0
 MT0158
 MT0158.The horizontal coordinates were scaled from a topographic map and have
 MT0158.an estimated accuracy of +/- 6 seconds.
 MT0158
 MT0158.The orthometric height was determined by differential leveling
 MT0158.and adjusted by the National Geodetic Survey in June 1991..
 MT0158
 MT0158.The geoid height was determined by GEOID03.
 MT0158
 MT0158.The dynamic height is computed by dividing the NAVD 88
 MT0158.geopotential number by the normal gravity value computed on the
 MT0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0158.degrees latitude (g = 980.6199 gals.).
 MT0158
 MT0158.The modeled gravity was interpolated from observed gravity values.
 MT0158
 MT0158;                    North         East    Units  Estimated Accuracy
 MT0158;SPC NV E     - 8,738,770.      317,350.      MT  (+/- 180 meters Scaled)
 MT0158
 MT0158                          SUPERSEDED SURVEY CONTROL
 MT0158
 MT0158  NGVD 29 (??/??/92) 1513.065  (m)         4964.11   (f) ADJ UNCH    2 0
 MT0158
 MT0158.Superseded values are not recommended for survey control.
 MT0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0158.See file dsdata.txt to determine how the superseded data were derived.
 MT0158
 MT0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF357867(NAD 83)
 MT0158_MARKER: DD = SURVEY DISK
 MT0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0158_STAMPING: GWM 28 1939 4964
 MT0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0158+STABILITY: SURFACE MOTION
 MT0158
 MT0158  HISTORY     - Date     Condition        Report By
 MT0158  HISTORY     - 1939     MONUMENTED       USGS
 MT0158  HISTORY     - 1958     GOOD             NGS
 MT0158
 MT0158                          STATION DESCRIPTION
 MT0158
 MT0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0158'9.65 MI N FROM MONTELLO.
 MT0158'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0158'MONTELLO, THENCE 9.5 MILES NORTH ALONG A GRAVEL ROAD, 0.35 MILE SOUTH
 MT0158'OF THE JUNCTION OF A ROAD EAST TO A RACNH, IN A FLAT SADDLE, 40 FEET
 MT0158'EAST OF THE CENTER LINE OF THE ROAD, 120 FEET NORTH OF A POWER POLE,
 MT0158'10 FEET EAST OF A POINT IN LINE WITH A ROW OF POWER POLES, 1 1/2 FEET
 MT0158'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MT0158'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0390 ***********************************************************************
 LQ0390  DESIGNATION -  28 H
 LQ0390  PID         -  LQ0390
 LQ0390  STATE/COUNTY-  NV/ELKO
 LQ0390  USGS QUAD   -  HARRISON PASS (1985)
 LQ0390
 LQ0390                         *CURRENT SURVEY CONTROL
 LQ0390  ___________________________________________________________________
 LQ0390* NAD 83(1986)-  40 19 30.     (N)    115 30 39.     (W)     SCALED    
 LQ0390* NAVD 88     -      2210.441  (meters)    7252.09   (feet)  ADJUSTED  
 LQ0390  ___________________________________________________________________
 LQ0390  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 LQ0390  DYNAMIC HT  -        2208.249 (meters)    7244.90  (feet)  COMP
 LQ0390  MODELED GRAV-     979,553.8   (mgal)                       NAVD 88
 LQ0390
 LQ0390  VERT ORDER  -  SECOND    CLASS 0
 LQ0390
 LQ0390.The horizontal coordinates were scaled from a topographic map and have
 LQ0390.an estimated accuracy of +/- 6 seconds.
 LQ0390
 LQ0390.The orthometric height was determined by differential leveling
 LQ0390.and adjusted by the National Geodetic Survey in June 1991..
 LQ0390
 LQ0390.The geoid height was determined by GEOID03.
 LQ0390
 LQ0390.The dynamic height is computed by dividing the NAVD 88
 LQ0390.geopotential number by the normal gravity value computed on the
 LQ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0390.degrees latitude (g = 980.6199 gals.).
 LQ0390
 LQ0390.The modeled gravity was interpolated from observed gravity values.
 LQ0390
 LQ0390;                    North         East    Units  Estimated Accuracy
 LQ0390;SPC NV E     - 8,618,700.      206,160.      MT  (+/- 180 meters Scaled)
 LQ0390
 LQ0390                          SUPERSEDED SURVEY CONTROL
 LQ0390
 LQ0390  NGVD 29 (??/??/92) 2209.18   (m)         7248.0    (f) COMPUTED    2 0
 LQ0390
 LQ0390.Superseded values are not recommended for survey control.
 LQ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0390.See file dsdata.txt to determine how the superseded data were derived.
 LQ0390
 LQ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE265648(NAD 83)
 LQ0390_MARKER: DB = BENCH MARK DISK
 LQ0390_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0390_SP_SET: OUTCROP
 LQ0390_STAMPING: 28 H 1933 7247
 LQ0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0390+STABILITY: POSITION/ELEVATION WELL
 LQ0390
 LQ0390  HISTORY     - Date     Condition        Report By
 LQ0390  HISTORY     - 1933     MONUMENTED       USGS
 LQ0390  HISTORY     - 1963     GOOD             NGS
 LQ0390
 LQ0390                          STATION DESCRIPTION
 LQ0390
 LQ0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LQ0390'14.4 MI SE FROM JIGGS.
 LQ0390'3.3 MILES SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0390'JIGGS, THENCE 11.1 MILES SOUTHEAST ALONG THE HARRISON PASS ROAD, AT
 LQ0390'THE SUMMIT OF HARRISON PASS, 93.4 FEET EAST OF THE SOUTHEAST CORNER OF
 LQ0390'A CATTLE GUARD, 17 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN
 LQ0390'THE TOP OF A 7 X 15-FOOT OUTCROP PROJECTING 2 1/2 FEET, ABOUT 2 1/2
 LQ0390'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0500 ***********************************************************************
 MU0500  DESIGNATION -  28 HEI
 MU0500  PID         -  MU0500
 MU0500  STATE/COUNTY-  NV/HUMBOLDT
 MU0500  USGS QUAD   -  CALICO BUTTE (1980)
 MU0500
 MU0500                         *CURRENT SURVEY CONTROL
 MU0500  ___________________________________________________________________
 MU0500* NAD 83(1986)-  41 54 27.     (N)    117 14 49.     (W)     SCALED    
 MU0500* NAVD 88     -      1823.422  (meters)    5982.34   (feet)  POSTED    
 MU0500  ___________________________________________________________________
 MU0500  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 MU0500  DYNAMIC HT  -        1822.060 (meters)    5977.88  (feet)  COMP
 MU0500  MODELED GRAV-     979,810.0   (mgal)                       NAVD 88
 MU0500
 MU0500  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0500
 MU0500.The horizontal coordinates were scaled from a topographic map and have
 MU0500.an estimated accuracy of +/- 6 seconds.
 MU0500
 MU0500.The orthometric height was determined by differential leveling
 MU0500.and adjusted by the National Geodetic Survey in 1992..
 MU0500.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0500.rate of 0.0 thru 1.0 mm/km.
 MU0500
 MU0500.The geoid height was determined by GEOID03.
 MU0500
 MU0500.The dynamic height is computed by dividing the NAVD 88
 MU0500.geopotential number by the normal gravity value computed on the
 MU0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0500.degrees latitude (g = 980.6199 gals.).
 MU0500
 MU0500.The modeled gravity was interpolated from observed gravity values.
 MU0500
 MU0500;                    North         East    Units  Estimated Accuracy
 MU0500;SPC NV W     - 4,795,290.      910,870.      MT  (+/- 180 meters Scaled)
 MU0500
 MU0500                          SUPERSEDED SURVEY CONTROL
 MU0500
 MU0500  NGVD 29 (??/??/92) 1822.24   (m)         5978.5    (f) COMPUTED    2 0
 MU0500
 MU0500.Superseded values are not recommended for survey control.
 MU0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0500.See file dsdata.txt to determine how the superseded data were derived.
 MU0500
 MU0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG795395(NAD 83)
 MU0500_MARKER: DD = SURVEY DISK
 MU0500_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0500_SP_SET: COPPER-CLAD STEEL ROD
 MU0500_STAMPING: 28 HEI 1974 5978
 MU0500_MARK LOGO: USGS  
 MU0500_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0500+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0500
 MU0500  HISTORY     - Date     Condition        Report By
 MU0500  HISTORY     - 1974     MONUMENTED       USGS
 MU0500
 MU0500                          STATION DESCRIPTION
 MU0500
 MU0500'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0500'FROM GREELY CROSSING, NEVADA, PROCEED 16.2 MILES NORTH ALONG ROAD, ON
 MU0500'TOP OF A SMALL RIDGE LINE, 39 FEET NORTHEAST AND 0.5 FEET LOWER THAN
 MU0500'THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD ENCASED IN
 MU0500'6-INCH WHITE PLASTIC PIPE, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0504 ***********************************************************************
 LS0504  DESIGNATION -  28 HJH
 LS0504  PID         -  LS0504
 LS0504  STATE/COUNTY-  NV/WASHOE
 LS0504  USGS QUAD   -  TOHAKUM PEAK NE (1964)
 LS0504
 LS0504                         *CURRENT SURVEY CONTROL
 LS0504  ___________________________________________________________________
 LS0504* NAD 83(1986)-  40 09 32.     (N)    119 22 06.     (W)     SCALED    
 LS0504* NAVD 88     -      1173.936  (meters)    3851.49   (feet)  ADJUSTED  
 LS0504  ___________________________________________________________________
 LS0504  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 LS0504  DYNAMIC HT  -        1173.006 (meters)    3848.44  (feet)  COMP
 LS0504  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 LS0504
 LS0504  VERT ORDER  -  SECOND    CLASS 0
 LS0504
 LS0504.The horizontal coordinates were scaled from a topographic map and have
 LS0504.an estimated accuracy of +/- 6 seconds.
 LS0504
 LS0504.The orthometric height was determined by differential leveling
 LS0504.and adjusted by the National Geodetic Survey in June 1991..
 LS0504
 LS0504.The geoid height was determined by GEOID03.
 LS0504
 LS0504.The dynamic height is computed by dividing the NAVD 88
 LS0504.geopotential number by the normal gravity value computed on the
 LS0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0504.degrees latitude (g = 980.6199 gals.).
 LS0504
 LS0504.The modeled gravity was interpolated from observed gravity values.
 LS0504
 LS0504;                    North         East    Units  Estimated Accuracy
 LS0504;SPC NV W     - 4,600,550.      733,130.      MT  (+/- 180 meters Scaled)
 LS0504
 LS0504                          SUPERSEDED SURVEY CONTROL
 LS0504
 LS0504  NGVD 29 (??/??/92) 1172.965  (m)         3848.30   (f) ADJ UNCH    2 0
 LS0504
 LS0504.Superseded values are not recommended for survey control.
 LS0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0504.See file dsdata.txt to determine how the superseded data were derived.
 LS0504
 LS0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE982480(NAD 83)
 LS0504_MARKER: DB = BENCH MARK DISK
 LS0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0504_SP_SET: CONCRETE POST
 LS0504_STAMPING: 28 USGS 1962 3848
 LS0504_MARK LOGO: USGS  
 LS0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0504+STABILITY: SURFACE MOTION
 LS0504
 LS0504  HISTORY     - Date     Condition        Report By
 LS0504  HISTORY     - 1962     MONUMENTED       USGS
 LS0504
 LS0504                          STATION DESCRIPTION
 LS0504
 LS0504'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0504'38.6 KM (24.00 MI) NORTH FROM NIXON.
 LS0504'24.0 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34, SET IN AMONG THE
 LS0504'RIFFLES CAUSED BY THE RECEDING WATERS OF LAKE WINNEMUCCA, 60 FEET
 LS0504'WEST OF A POWER POLE (NUMBER 54612), AND 45 FEET EAST OF THE HIGHWAY
 LS0504'CENTERLINE.
 LS0504'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0482 ***********************************************************************
 MV0482  DESIGNATION -  28 LRC
 MV0482  PID         -  MV0482
 MV0482  STATE/COUNTY-  NV/HUMBOLDT
 MV0482  USGS QUAD   -  PIDGEON SPRING (1979)
 MV0482
 MV0482                         *CURRENT SURVEY CONTROL
 MV0482  ___________________________________________________________________
 MV0482* NAD 83(1986)-  41 12 53.     (N)    118 57 08.     (W)     SCALED    
 MV0482* NAVD 88     -      1315.323  (meters)    4315.36   (feet)  ADJUSTED  
 MV0482  ___________________________________________________________________
 MV0482  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 MV0482  DYNAMIC HT  -        1314.382 (meters)    4312.27  (feet)  COMP
 MV0482  MODELED GRAV-     979,862.5   (mgal)                       NAVD 88
 MV0482
 MV0482  VERT ORDER  -  SECOND    CLASS 0
 MV0482
 MV0482.The horizontal coordinates were scaled from a topographic map and have
 MV0482.an estimated accuracy of +/- 6 seconds.
 MV0482
 MV0482.The orthometric height was determined by differential leveling
 MV0482.and adjusted by the National Geodetic Survey in June 1991..
 MV0482
 MV0482.The geoid height was determined by GEOID03.
 MV0482
 MV0482.The dynamic height is computed by dividing the NAVD 88
 MV0482.geopotential number by the normal gravity value computed on the
 MV0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0482.degrees latitude (g = 980.6199 gals.).
 MV0482
 MV0482.The modeled gravity was interpolated from observed gravity values.
 MV0482
 MV0482;                    North         East    Units  Estimated Accuracy
 MV0482;SPC NV W     - 4,717,560.      769,070.      MT  (+/- 180 meters Scaled)
 MV0482
 MV0482                          SUPERSEDED SURVEY CONTROL
 MV0482
 MV0482.No superseded survey control is available for this station.
 MV0482
 MV0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF363644(NAD 83)
 MV0482_MARKER: DD = SURVEY DISK
 MV0482_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0482_SP_SET: COPPER-CLAD STEEL ROD
 MV0482_STAMPING: 28 LRC 1972 4312
 MV0482_MARK LOGO: USGS  
 MV0482_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0482+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0482
 MV0482  HISTORY     - Date     Condition        Report By
 MV0482  HISTORY     - 1972     MONUMENTED       USGS
 MV0482
 MV0482                          STATION DESCRIPTION
 MV0482
 MV0482'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0482'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0482'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0482'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0482'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 19.7 MILES NORTH
 MV0482'ALONG TRACK ROAD TO A POINT 0.1 MILE NORTHEAST OF A ROAD FORK, 6.9
 MV0482'MILES SOUTHWEST OF PAHUTE MEADOW RANCH, ABOUT 100 FEET NORTH OF A
 MV0482'DRAIN FORK AND 54 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 2 FEET
 MV0482'NORTH OF A WITNESS POST, ENCASED IN DRAINPIPE CASING
 MV0482'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0457 ***********************************************************************
 HP0457  DESIGNATION -  28 LRC
 HP0457  PID         -  HP0457
 HP0457  STATE/COUNTY-  NV/LINCOLN
 HP0457  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0457
 HP0457                         *CURRENT SURVEY CONTROL
 HP0457  ___________________________________________________________________
 HP0457* NAD 83(1986)-  37 10 39.     (N)    114 27 57.     (W)     SCALED    
 HP0457* NAVD 88     -       823.065  (meters)    2700.34   (feet)  POSTED    
 HP0457  ___________________________________________________________________
 HP0457  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 HP0457  DYNAMIC HT  -         822.230 (meters)    2697.60  (feet)  COMP
 HP0457  MODELED GRAV-     979,593.2   (mgal)                       NAVD 88
 HP0457
 HP0457  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0457
 HP0457.The horizontal coordinates were scaled from a topographic map and have
 HP0457.an estimated accuracy of +/- 6 seconds.
 HP0457
 HP0457.The orthometric height was determined by differential leveling
 HP0457.and adjusted by the National Geodetic Survey in 1992..
 HP0457.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0457.rate of 1.1 thru 2.0 mm/km.
 HP0457
 HP0457.The geoid height was determined by GEOID03.
 HP0457
 HP0457.The dynamic height is computed by dividing the NAVD 88
 HP0457.geopotential number by the normal gravity value computed on the
 HP0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0457.degrees latitude (g = 980.6199 gals.).
 HP0457
 HP0457.The modeled gravity was interpolated from observed gravity values.
 HP0457
 HP0457;                    North         East    Units  Estimated Accuracy
 HP0457;SPC NV E     - 8,269,910.      299,230.      MT  (+/- 180 meters Scaled)
 HP0457
 HP0457                          SUPERSEDED SURVEY CONTROL
 HP0457
 HP0457  NGVD 29 (??/??/92)  822.24   (m)         2697.6    (f) COMPUTED    2 0
 HP0457
 HP0457.Superseded values are not recommended for survey control.
 HP0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0457.See file dsdata.txt to determine how the superseded data were derived.
 HP0457
 HP0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB249175(NAD 83)
 HP0457_MARKER: DD = SURVEY DISK
 HP0457_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0457_SP_SET: COPPER-CLAD STEEL ROD
 HP0457_STAMPING: 28 LRC 1973 2698
 HP0457_MARK LOGO: USGS  
 HP0457_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0457+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0457
 HP0457  HISTORY     - Date     Condition        Report By
 HP0457  HISTORY     - 1973     MONUMENTED       USGS
 HP0457
 HP0457                          STATION DESCRIPTION
 HP0457
 HP0457'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0457'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 4.8
 HP0457'MILES NORTH ALONG ROAD TOWARD LEITH, 0.9 MILES SOUTH OF VABM -14
 HP0457'NAW-, 39 FEET EAST AND 2 FEET HIGHER THAN THE CENTER OF THE ROAD,
 HP0457'SOUTH OF A PROMINENT DRAIN, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO
 HP0457'REFUSAL ENCASED IN A DRAINPIPE DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0229 ***********************************************************************
 MV0229  DESIGNATION -  28 STR
 MV0229  PID         -  MV0229
 MV0229  STATE/COUNTY-  NV/HUMBOLDT
 MV0229  USGS QUAD   -  SOD HOUSE (1982)
 MV0229
 MV0229                         *CURRENT SURVEY CONTROL
 MV0229  ___________________________________________________________________
 MV0229* NAD 83(1986)-  41 24 35.     (N)    118 01 14.     (W)     SCALED    
 MV0229* NAVD 88     -      1259.094  (meters)    4130.88   (feet)  ADJUSTED  
 MV0229  ___________________________________________________________________
 MV0229  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 MV0229  DYNAMIC HT  -        1258.238 (meters)    4128.07  (feet)  COMP
 MV0229  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 MV0229
 MV0229  VERT ORDER  -  FIRST     CLASS II
 MV0229
 MV0229.The horizontal coordinates were scaled from a topographic map and have
 MV0229.an estimated accuracy of +/- 6 seconds.
 MV0229
 MV0229.The orthometric height was determined by differential leveling
 MV0229.and adjusted by the National Geodetic Survey in June 1991..
 MV0229
 MV0229.The geoid height was determined by GEOID03.
 MV0229
 MV0229.The dynamic height is computed by dividing the NAVD 88
 MV0229.geopotential number by the normal gravity value computed on the
 MV0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0229.degrees latitude (g = 980.6199 gals.).
 MV0229
 MV0229.The modeled gravity was interpolated from observed gravity values.
 MV0229
 MV0229;                    North         East    Units  Estimated Accuracy
 MV0229;SPC NV W     - 4,739,300.      847,050.      MT  (+/- 180 meters Scaled)
 MV0229
 MV0229                          SUPERSEDED SURVEY CONTROL
 MV0229
 MV0229.No superseded survey control is available for this station.
 MV0229
 MV0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF147847(NAD 83)
 MV0229_MARKER: DB = BENCH MARK DISK
 MV0229_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MV0229+WITH SETTING: INFORMATION.
 MV0229_SP_SET: SHALLOW SET METAL ROD
 MV0229_STAMPING: 28 STR 1977
 MV0229_MARK LOGO: USGS  
 MV0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0229
 MV0229  HISTORY     - Date     Condition        Report By
 MV0229  HISTORY     - 1977     MONUMENTED       USGS
 MV0229  HISTORY     - 1984     GOOD             NGS
 MV0229
 MV0229                          STATION DESCRIPTION
 MV0229
 MV0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0229'70.9 KM (44.1 MI) NORTH FROM WINNEMUCCA.
 MV0229'50.93 KM (31.65 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MV0229'WINNEMUCCA, THENCE 19.97 KM (12.41 MI) WEST ALONG STATE HIGHWAY 140,
 MV0229'IN THE SOUTHWEST CORNER OF THE INTERSECTION OF A NORTH-SOUTH DIRT
 MV0229'ROAD, 0.68 KM (0.42 MI) WEST OF MILEPOST 12, 45.7 METERS (150 FT)
 MV0229'SOUTH ACROSS THE OLD HIGHWAY GRADE FROM THE HIGHWAY CENTERLINE,
 MV0229'16.7 METERS (55 FT) WEST OF THE CENTER OF THE DIRT ROAD AND
 MV0229'21.0 METERS (69 FT) SOUTH OF THE CENTER OF THE OLD HIGHWAY GRADE.
 MV0229'NOTE--MARK IS A COPPER-CLAD STEEL ROD, SET TO AN UNKNOWN DEPTH AND
 MV0229'PROJECTING 10 CENTIMETERS.
 MV0229'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 MV0229'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0666 ***********************************************************************
 GS0666  DESIGNATION -  28 TJS
 GS0666  PID         -  GS0666
 GS0666  STATE/COUNTY-  NV/NYE
 GS0666  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0666
 GS0666                         *CURRENT SURVEY CONTROL
 GS0666  ___________________________________________________________________
 GS0666* NAD 83(1986)-  36 49 54.     (N)    116 28 47.     (W)     SCALED    
 GS0666* NAVD 88     -      1216.423  (meters)    3990.88   (feet)  ADJUSTED  
 GS0666  ___________________________________________________________________
 GS0666  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 GS0666  DYNAMIC HT  -        1215.052 (meters)    3986.38  (feet)  COMP
 GS0666  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 GS0666
 GS0666  VERT ORDER  -  FIRST     CLASS I
 GS0666
 GS0666.The horizontal coordinates were scaled from a topographic map and have
 GS0666.an estimated accuracy of +/- 6 seconds.
 GS0666
 GS0666.The orthometric height was determined by differential leveling
 GS0666.and adjusted by the National Geodetic Survey in May 2004..
 GS0666
 GS0666.The geoid height was determined by GEOID03.
 GS0666
 GS0666.The dynamic height is computed by dividing the NAVD 88
 GS0666.geopotential number by the normal gravity value computed on the
 GS0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0666.degrees latitude (g = 980.6199 gals.).
 GS0666
 GS0666.The modeled gravity was interpolated from observed gravity values.
 GS0666
 GS0666;                    North         East    Units  Estimated Accuracy
 GS0666;SPC NV C     - 6,230,970.      516,680.      MT  (+/- 180 meters Scaled)
 GS0666
 GS0666                          SUPERSEDED SURVEY CONTROL
 GS0666
 GS0666  NAVD 88 (??/??/92) 1216.431  (m)         3990.91   (f) UNKNOWN     3 0
 GS0666  NGVD 29 (05/01/91) 1215.478  (m)         3987.78   (f) ADJUSTED    1 1
 GS0666
 GS0666.Superseded values are not recommended for survey control.
 GS0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0666.See file dsdata.txt to determine how the superseded data were derived.
 GS0666
 GS0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA463763(NAD 83)
 GS0666_MARKER: DB = BENCH MARK DISK
 GS0666_SETTING: 66 = SET IN ROCK OUTCROP
 GS0666_SP_SET: BEDROCK
 GS0666_STAMPING: 28 TJS 1983
 GS0666_MARK LOGO: USGS  
 GS0666_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0666+STABILITY: POSITION/ELEVATION WELL
 GS0666
 GS0666  HISTORY     - Date     Condition        Report By
 GS0666  HISTORY     - 1983     MONUMENTED       USGS
 GS0666  HISTORY     - 1986     GOOD             USGS
 GS0666  HISTORY     - 1988     GOOD             USGS
 GS0666  HISTORY     - 19910221 GOOD             USGS
 GS0666  HISTORY     - 19921231 GOOD             USGS
 GS0666  HISTORY     - 19950111 GOOD             USGS
 GS0666
 GS0666                          STATION DESCRIPTION
 GS0666
 GS0666'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0666'45.1 KM (28.05 MI) EAST FROM BEATTY.
 GS0666'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0666'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0666'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0666'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0666'NORTHEASTERLY 5.25 MILES, 275 FEET EAST OF THE CENTERLINE OF THE ROAD
 GS0666'JUNCTION WITH AN OLD TRACK ROAD, ON THE EAST SIDE OF A DRAIN, 6 FEET
 GS0666'SOUTH OF A ROCK CAIRN.
 GS0666
 GS0666                          STATION RECOVERY (1986)
 GS0666
 GS0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0666'RECOVERED IN GOOD CONDITION.
 GS0666
 GS0666                          STATION RECOVERY (1988)
 GS0666
 GS0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0666'RECOVERED IN GOOD CONDITION.
 GS0666
 GS0666                          STATION RECOVERY (1991)
 GS0666
 GS0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0666'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0666'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0666'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0666'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0666'NORTHEASTERLY 5.25 MILES, 275 FEET EAST OF THE CENTERLINE OF THE ROAD
 GS0666'JUNCTION WITH AN OLD TRACK ROAD, ON THE EAST SIDE OF A DRAIN, 6 FEET
 GS0666'SOUTH OF A ROCK CAIRN.
 GS0666
 GS0666                          STATION RECOVERY (1992)
 GS0666
 GS0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0666'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0666'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0666'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0666'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0666'BEND IN THE ROAD, PROCEED NORTHEASTERLY 5.25 MILES (8.45 KM), 275
 GS0666'FEET (83.8 M) EAST OF THE CENTERLINE OF THE ROAD JUNCTION WITH AN OLD
 GS0666'TRACK ROAD, ON THE EAST SIDE OF A DRAIN, 6 FEET (1.8 M) SOUTH OF A
 GS0666'ROCK CAIRN.
 GS0666
 GS0666                          STATION RECOVERY (1995)
 GS0666
 GS0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0666'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0223 ***********************************************************************
 JR0223  DESIGNATION -  29
 JR0223  PID         -  JR0223
 JR0223  STATE/COUNTY-  NV/MINERAL
 JR0223  USGS QUAD   -  BASALT (1982)
 JR0223
 JR0223                         *CURRENT SURVEY CONTROL
 JR0223  ___________________________________________________________________
 JR0223* NAD 83(1994)-  38 06 17.52864(N)    118 16 31.45286(W)     ADJUSTED  
 JR0223* NAVD 88     -      1728.083  (meters)    5669.55   (feet)  ADJUSTED  
 JR0223  ___________________________________________________________________
 JR0223  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 JR0223  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 JR0223  DYNAMIC HT  -        1726.151 (meters)    5663.21  (feet)  COMP
 JR0223  MODELED GRAV-     979,450.6   (mgal)                       NAVD 88
 JR0223
 JR0223  HORZ ORDER  -  THIRD
 JR0223  VERT ORDER  -  FIRST     CLASS II
 JR0223
 JR0223.The horizontal coordinates were established by classical geodetic methods
 JR0223.and adjusted by the National Geodetic Survey in February 1999..
 JR0223
 JR0223.The orthometric height was determined by differential leveling
 JR0223.and adjusted by the National Geodetic Survey in June 1991..
 JR0223.WARNING-Repeat measurements at this control monument indicate possible
 JR0223.vertical movement.
 JR0223
 JR0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0223
 JR0223.The geoid height was determined by GEOID03.
 JR0223
 JR0223.The dynamic height is computed by dividing the NAVD 88
 JR0223.geopotential number by the normal gravity value computed on the
 JR0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0223.degrees latitude (g = 980.6199 gals.).
 JR0223
 JR0223.The modeled gravity was interpolated from observed gravity values.
 JR0223
 JR0223;                    North         East     Units Scale Factor Converg.
 JR0223;SPC NV W     - 4,372,287.444   827,004.999   MT  0.99990898   +0 11 24.1
 JR0223;SPC NV W     -14,344,746.39  2,713,265.57   sFT  0.99990898   +0 11 24.1
 JR0223;UTM  11      - 4,218,218.653   388,180.397   MT  0.99975399   -0 47 13.7
 JR0223
 JR0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0223!SPC NV W     -   0.99973283  x   0.99990898  =   0.99964184
 JR0223!UTM  11      -   0.99973283  x   0.99975399  =   0.99948689
 JR0223
 JR0223                          SUPERSEDED SURVEY CONTROL
 JR0223
 JR0223  NGVD 29 (??/??/92) 1726.818  (m)         5665.40   (f) ADJ UNCH    1 2
 JR0223
 JR0223.Superseded values are not recommended for survey control.
 JR0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0223.See file dsdata.txt to determine how the superseded data were derived.
 JR0223
 JR0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC8818018219(NAD 83)
 JR0223_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JR0223_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JR0223_SP_SET: CONCRETE POST
 JR0223_STAMPING: 29 S 662-1 M1-10
 JR0223_MARK LOGO: NVDH  
 JR0223_PROJECTION: FLUSH
 JR0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0223+STABILITY: SURFACE MOTION
 JR0223
 JR0223  HISTORY     - Date     Condition        Report By
 JR0223  HISTORY     - 1967     MONUMENTED       NVDH
 JR0223  HISTORY     - 1955     GOOD             NGS
 JR0223  HISTORY     - 1967     GOOD             USGS
 JR0223  HISTORY     - 19840420 GOOD             USPSQD
 JR0223  HISTORY     - 1986     GOOD             NGS
 JR0223
 JR0223                          STATION DESCRIPTION
 JR0223
 JR0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0223'7.3 MI N FROM BASALT.
 JR0223'7.3 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0223'HIGHWAY 6 AT BASALT, ON TOP OF A CUT BANK, AT THE Y JUNCTION OF
 JR0223'A GRADED ROAD LEADING NORTH AND AN ABANDONED DIRT ROAD LEADING
 JR0223'SOUTH, 52.7 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JR0223'18 1/2 FEET WEST OF THE CENTER LINE OF THE ABANDONED ROAD, 1.8
 JR0223'FEET NORTHWEST OF A WITNESS POST, ABOUT 7 FEET HIGHER THAN
 JR0223'THE HIGHWAY, ABOUT 1 1/2 FEET HIGHER THAN THE ABANDONED ROAD,
 JR0223'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 JR0223'THE GROUND.
 JR0223
 JR0223                          STATION RECOVERY (1967)
 JR0223
 JR0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JR0223'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY LEVEL LINE 61 NEVADA AS
 JR0223'FOLLOWS--
 JR0223'7.3 MI. N. ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S. HIGHWAY 6
 JR0223'AT BASALT, ON TOP OF A CUT BANK, AT THE Y-JUNCTION OF A GRADED RD.
 JR0223'LEADING N. AND AN ABANDONED DIRT RD. LEADING S., 52.7 FT. SE. OF THE
 JR0223'CENTERLINE OF THE HIGHWAY, 18-1/2 FT. W. OF THE CENTERLINE OF THE
 JR0223'ABANDONED RD., 1.8 FT. NW. OF A WITNESS POST, ABOUT 7 FT. HIGHER THAN
 JR0223'THE HIGHWAY, ABOUT 1-1/2 FT. HIGHER THAN THE ABANDONED RD., SET IN THE
 JR0223'TOP OF A CONCRETE POST PROJECTING 0.4 FT. ABOVE THE GROUND.
 JR0223'LOCATED ABOUT 10 MI. (AIRLINE) SSE. OF MARIETTA, ABOUT 10 MI. SW. OF
 JR0223'BELLEVILLE (RUINS) AND ABOUT 7 MI. N. OF BASALT.
 JR0223'STATION MARK--STANDARD NEVADA HIGHWAY DEPARTMENT MARKER STAMPED---
 JR0223'---29 S 662-1 + M1-10--- SET IN THE TOP OF A CONCRETE POST PROJECTING
 JR0223'0.4 FT. ABOVE GROUND.
 JR0223
 JR0223                          STATION RECOVERY (1984)
 JR0223
 JR0223'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEB)
 JR0223'RECOVERED IN GOOD CONDITION.
 JR0223
 JR0223                          STATION RECOVERY (1986)
 JR0223
 JR0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0223'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0223'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 JR0223'MONTGOMERY, THENCE 11.0 KM (6.8 MI) NORTH ALONG STATE HIGHWAY 360,
 JR0223'0.29 KM (0.18 MI) SOUTHWEST OF MILEPOST 7, ON TOP OF A CUT BANK, 16.0
 JR0223'METERS (52.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 50.0
 JR0223'METERS (164 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF A ROAD
 JR0223'LEADING NORTH.
 JR0223'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JR0223'THE MARK IS 2.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0635 ***********************************************************************
 MU0635  DESIGNATION -  29 BKC
 MU0635  PID         -  MU0635
 MU0635  STATE/COUNTY-  NV/ELKO
 MU0635  USGS QUAD   -  CORRAL LAKE (1973)
 MU0635
 MU0635                         *CURRENT SURVEY CONTROL
 MU0635  ___________________________________________________________________
 MU0635* NAD 83(1986)-  41 43 49.     (N)    116 49 39.     (W)     SCALED    
 MU0635* NAVD 88     -      1636.906  (meters)    5370.42   (feet)  POSTED    
 MU0635  ___________________________________________________________________
 MU0635  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 MU0635  DYNAMIC HT  -        1635.710 (meters)    5366.49  (feet)  COMP
 MU0635  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 MU0635
 MU0635  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0635
 MU0635.The horizontal coordinates were scaled from a topographic map and have
 MU0635.an estimated accuracy of +/- 6 seconds.
 MU0635
 MU0635.The orthometric height was determined by differential leveling
 MU0635.and adjusted by the National Geodetic Survey in 1992..
 MU0635.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0635.rate of 0.0 thru 1.0 mm/km.
 MU0635
 MU0635.The geoid height was determined by GEOID03.
 MU0635
 MU0635.The dynamic height is computed by dividing the NAVD 88
 MU0635.geopotential number by the normal gravity value computed on the
 MU0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0635.degrees latitude (g = 980.6199 gals.).
 MU0635
 MU0635.The modeled gravity was interpolated from observed gravity values.
 MU0635
 MU0635;                    North         East    Units  Estimated Accuracy
 MU0635;SPC NV E     - 8,775,490.       96,500.      MT  (+/- 180 meters Scaled)
 MU0635
 MU0635                          SUPERSEDED SURVEY CONTROL
 MU0635
 MU0635  NGVD 29 (??/??/92) 1635.79   (m)         5366.8    (f) COMPUTED    2 0
 MU0635
 MU0635.Superseded values are not recommended for survey control.
 MU0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0635.See file dsdata.txt to determine how the superseded data were derived.
 MU0635
 MU0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG143198(NAD 83)
 MU0635_MARKER: DD = SURVEY DISK
 MU0635_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0635_SP_SET: COPPER-CLAD STEEL ROD
 MU0635_STAMPING: 29 BKC 1973 5367
 MU0635_MARK LOGO: USGS  
 MU0635_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0635+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0635
 MU0635  HISTORY     - Date     Condition        Report By
 MU0635  HISTORY     - 1973     MONUMENTED       USGS
 MU0635
 MU0635                          STATION DESCRIPTION
 MU0635
 MU0635'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0635'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0635'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0635'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 18.0 MILES NORTHWEST ALONG
 MU0635'ROAD, 1.1 MILES SOUTH AND 20.6 MILES WEST AND 3.5 MILES SOUTHEAST OF
 MU0635'DESERT RANCH, 83 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH
 MU0635'OF A CAIRN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER
 MU0635'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0037 ***********************************************************************
 MU0037  DESIGNATION -  29 C
 MU0037  PID         -  MU0037
 MU0037  STATE/COUNTY-  NV/ELKO
 MU0037  USGS QUAD   -  OWYHEE (1971)
 MU0037
 MU0037                         *CURRENT SURVEY CONTROL
 MU0037  ___________________________________________________________________
 MU0037* NAD 83(1986)-  41 56 14.     (N)    116 05 44.     (W)     SCALED    
 MU0037* NAVD 88     -      1652.147  (meters)    5420.42   (feet)  ADJUSTED  
 MU0037  ___________________________________________________________________
 MU0037  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 MU0037  DYNAMIC HT  -        1650.950 (meters)    5416.49  (feet)  COMP
 MU0037  MODELED GRAV-     979,839.3   (mgal)                       NAVD 88
 MU0037
 MU0037  VERT ORDER  -  FIRST     CLASS II
 MU0037
 MU0037.The horizontal coordinates were scaled from a topographic map and have
 MU0037.an estimated accuracy of +/- 6 seconds.
 MU0037
 MU0037.The orthometric height was determined by differential leveling
 MU0037.and adjusted by the National Geodetic Survey in June 1991..
 MU0037
 MU0037.The geoid height was determined by GEOID03.
 MU0037
 MU0037.The dynamic height is computed by dividing the NAVD 88
 MU0037.geopotential number by the normal gravity value computed on the
 MU0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0037.degrees latitude (g = 980.6199 gals.).
 MU0037
 MU0037.The modeled gravity was interpolated from observed gravity values.
 MU0037
 MU0037;                    North         East    Units  Estimated Accuracy
 MU0037;SPC NV E     - 8,797,850.      157,520.      MT  (+/- 180 meters Scaled)
 MU0037
 MU0037                          SUPERSEDED SURVEY CONTROL
 MU0037
 MU0037  NGVD 29 (??/??/92) 1650.976  (m)         5416.58   (f) ADJ UNCH    1 2
 MU0037
 MU0037.Superseded values are not recommended for survey control.
 MU0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0037.See file dsdata.txt to determine how the superseded data were derived.
 MU0037
 MU0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG749432(NAD 83)
 MU0037_MARKER: DD = SURVEY DISK
 MU0037_SETTING: 66 = SET IN ROCK OUTCROP
 MU0037_SP_SET: ROCK
 MU0037_STAMPING: 29 C 1933
 MU0037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0037+STABILITY: POSITION/ELEVATION WELL
 MU0037
 MU0037  HISTORY     - Date     Condition        Report By
 MU0037  HISTORY     - 1933     MONUMENTED       USGS
 MU0037  HISTORY     - 1951     MARK NOT FOUND   NGS
 MU0037
 MU0037                          STATION DESCRIPTION
 MU0037
 MU0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MU0037'0.8 MI SE FROM OWYHEE.
 MU0037'0.8 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT OWYHEE,
 MU0037'ELKO COUNTY, AT THE SOUTH PART OF TOWN, 40 FEET EAST OF THE T-JUNCTION
 MU0037'WITH THE ROAD LEADING TO MOUNTAIN CITY, ON THE SHOULDER OF A CUT, AND
 MU0037'IN THE TOP OF A ROCK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MU0037'DISK, STAMPED 29 C 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0447 ***********************************************************************
 JP0447  DESIGNATION -  29 DOR
 JP0447  PID         -  JP0447
 JP0447  STATE/COUNTY-  NV/LINCOLN
 JP0447  USGS QUAD   -  SILVER KING MTN SW (1971)
 JP0447
 JP0447                         *CURRENT SURVEY CONTROL
 JP0447  ___________________________________________________________________
 JP0447* NAD 83(1986)-  38 04 31.     (N)    114 58 49.     (W)     SCALED    
 JP0447* NAVD 88     -      1509.640  (meters)    4952.88   (feet)  ADJUSTED  
 JP0447  ___________________________________________________________________
 JP0447  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 JP0447  DYNAMIC HT  -        1508.014 (meters)    4947.54  (feet)  COMP
 JP0447  MODELED GRAV-     979,500.1   (mgal)                       NAVD 88
 JP0447
 JP0447  VERT ORDER  -  SECOND    CLASS 0
 JP0447
 JP0447.The horizontal coordinates were scaled from a topographic map and have
 JP0447.an estimated accuracy of +/- 6 seconds.
 JP0447
 JP0447.The orthometric height was determined by differential leveling
 JP0447.and adjusted by the National Geodetic Survey in June 1991..
 JP0447
 JP0447.The geoid height was determined by GEOID03.
 JP0447
 JP0447.The dynamic height is computed by dividing the NAVD 88
 JP0447.geopotential number by the normal gravity value computed on the
 JP0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0447.degrees latitude (g = 980.6199 gals.).
 JP0447
 JP0447.The modeled gravity was interpolated from observed gravity values.
 JP0447
 JP0447;                    North         East    Units  Estimated Accuracy
 JP0447;SPC NV E     - 8,369,130.      252,910.      MT  (+/- 180 meters Scaled)
 JP0447
 JP0447                          SUPERSEDED SURVEY CONTROL
 JP0447
 JP0447.No superseded survey control is available for this station.
 JP0447
 JP0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC771160(NAD 83)
 JP0447_MARKER: DD = SURVEY DISK
 JP0447_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0447_SP_SET: COPPER-CLAD STEEL ROD
 JP0447_STAMPING: 29 DOR 1968 4950
 JP0447_MARK LOGO: USGS  
 JP0447_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0447+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0447
 JP0447  HISTORY     - Date     Condition        Report By
 JP0447  HISTORY     - 1968     MONUMENTED       USGS
 JP0447
 JP0447                          STATION DESCRIPTION
 JP0447
 JP0447'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0447'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 40.9 MILES NORTHEAST
 JP0447'ALONG HIGHWAY 38, 250 FEET NORTHWEST OF A Y-ROAD WEST, 250 FEET
 JP0447'SOUTHWEST OF THE NEW ROAD CENTERLINE, 115 FEET SOUTHEAST OF A T-ROAD
 JP0447'WEST, 39 FEET WEST OF THE ROAD, 2 FEET EAST OF A WITNESS SIGN, SET ON
 JP0447'A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0548 ***********************************************************************
 JP0548  DESIGNATION -  29 DOR
 JP0548  PID         -  JP0548
 JP0548  STATE/COUNTY-  NV/LINCOLN
 JP0548  USGS QUAD   -  SIDEHILL PASS (1971)
 JP0548
 JP0548                         *CURRENT SURVEY CONTROL
 JP0548  ___________________________________________________________________
 JP0548* NAD 83(1986)-  38 20 44.     (N)    114 46 11.     (W)     SCALED    
 JP0548* NAVD 88     -      1782.606  (meters)    5848.43   (feet)  ADJUSTED  
 JP0548  ___________________________________________________________________
 JP0548  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 JP0548  DYNAMIC HT  -        1780.625 (meters)    5841.93  (feet)  COMP
 JP0548  MODELED GRAV-     979,454.6   (mgal)                       NAVD 88
 JP0548
 JP0548  VERT ORDER  -  SECOND    CLASS 0
 JP0548
 JP0548.The horizontal coordinates were scaled from a topographic map and have
 JP0548.an estimated accuracy of +/- 6 seconds.
 JP0548
 JP0548.The orthometric height was determined by differential leveling
 JP0548.and adjusted by the National Geodetic Survey in August 1995..
 JP0548
 JP0548.The geoid height was determined by GEOID03.
 JP0548
 JP0548.The dynamic height is computed by dividing the NAVD 88
 JP0548.geopotential number by the normal gravity value computed on the
 JP0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0548.degrees latitude (g = 980.6199 gals.).
 JP0548
 JP0548.The modeled gravity was interpolated from observed gravity values.
 JP0548
 JP0548;                    North         East    Units  Estimated Accuracy
 JP0548;SPC NV E     - 8,399,270.      271,120.      MT  (+/- 180 meters Scaled)
 JP0548
 JP0548                          SUPERSEDED SURVEY CONTROL
 JP0548
 JP0548.No superseded survey control is available for this station.
 JP0548
 JP0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC949465(NAD 83)
 JP0548_MARKER: DD = SURVEY DISK
 JP0548_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0548_SP_SET: COPPER-CLAD STEEL ROD
 JP0548_STAMPING: 29 DOR 1971 5845
 JP0548_MARK LOGO: USGS  
 JP0548_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0548
 JP0548  HISTORY     - Date     Condition        Report By
 JP0548  HISTORY     - 1971     MONUMENTED       USGS
 JP0548
 JP0548                          STATION DESCRIPTION
 JP0548
 JP0548'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0548'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0548'HIGHWAY 93 TO A T-ROAD WEST, THENCE 9.4 MILES WEST TO A ROAD
 JP0548'JUNCTION, THENCE 1.5 MILES NORTH, WEST, SOUTHWEST, AND NORTHWEST, 40
 JP0548'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2 FEET NORTHWEST OF A
 JP0548'WITNESS POST, ON A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL
 JP0548'ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0593 ***********************************************************************
 JP0593  DESIGNATION -  29 DOR
 JP0593  PID         -  JP0593
 JP0593  STATE/COUNTY-  NV/WHITE PINE
 JP0593  USGS QUAD   -  BULLWHACK SUMMIT (1977)
 JP0593
 JP0593                         *CURRENT SURVEY CONTROL
 JP0593  ___________________________________________________________________
 JP0593* NAD 83(1986)-  38 47 27.     (N)    114 49 22.     (W)     SCALED    
 JP0593* NAVD 88     -      2124.265  (meters)    6969.36   (feet)  ADJUSTED  
 JP0593  ___________________________________________________________________
 JP0593  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 JP0593  DYNAMIC HT  -        2121.850 (meters)    6961.44  (feet)  COMP
 JP0593  MODELED GRAV-     979,415.1   (mgal)                       NAVD 88
 JP0593
 JP0593  VERT ORDER  -  SECOND    CLASS 0
 JP0593
 JP0593.The horizontal coordinates were scaled from a topographic map and have
 JP0593.an estimated accuracy of +/- 6 seconds.
 JP0593
 JP0593.The orthometric height was determined by differential leveling
 JP0593.and adjusted by the National Geodetic Survey in August 1995..
 JP0593
 JP0593.The geoid height was determined by GEOID03.
 JP0593
 JP0593.The dynamic height is computed by dividing the NAVD 88
 JP0593.geopotential number by the normal gravity value computed on the
 JP0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0593.degrees latitude (g = 980.6199 gals.).
 JP0593
 JP0593.The modeled gravity was interpolated from observed gravity values.
 JP0593
 JP0593;                    North         East    Units  Estimated Accuracy
 JP0593;SPC NV E     - 8,448,660.      266,070.      MT  (+/- 180 meters Scaled)
 JP0593
 JP0593                          SUPERSEDED SURVEY CONTROL
 JP0593
 JP0593.No superseded survey control is available for this station.
 JP0593
 JP0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC890958(NAD 83)
 JP0593_MARKER: DD = SURVEY DISK
 JP0593_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0593_SP_SET: COPPER-CLAD STEEL ROD
 JP0593_STAMPING: 29 DOR 1973 6965
 JP0593_MARK LOGO: USGS  
 JP0593_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0593
 JP0593  HISTORY     - Date     Condition        Report By
 JP0593  HISTORY     - 1973     MONUMENTED       USGS
 JP0593
 JP0593                          STATION DESCRIPTION
 JP0593
 JP0593'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0593'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0593'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 28.7 MILES
 JP0593'SOUTH TO A CATTLEGUARD, 104 FEET EAST OF A T-FENCE SOUTH, 66 FEET
 JP0593'EAST OF THE CATTLEGUARD, 30 FEET EAST OF A BLM TABLET STAMPED  NOT A
 JP0593'SURVEY CORNER PROJECT 4085 CATTLE CAMP MANG FENCE SEC 5-21 T11N R64E
 JP0593'1972, 0.5 FOOT SOUTH OF A FENCE,  A 5/8 INCH COPPER COATED ROD DRIVEN
 JP0593'TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0558 ***********************************************************************
 MU0558  DESIGNATION -  29 FMK
 MU0558  PID         -  MU0558
 MU0558  STATE/COUNTY-  NV/ELKO
 MU0558  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0558
 MU0558                         *CURRENT SURVEY CONTROL
 MU0558  ___________________________________________________________________
 MU0558* NAD 83(1986)-  41 30 33.     (N)    116 37 52.     (W)     SCALED    
 MU0558* NAVD 88     -      1673.533  (meters)    5490.58   (feet)  POSTED    
 MU0558  ___________________________________________________________________
 MU0558  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 MU0558  DYNAMIC HT  -        1672.240 (meters)    5486.34  (feet)  COMP
 MU0558  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 MU0558
 MU0558  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0558
 MU0558.The horizontal coordinates were scaled from a topographic map and have
 MU0558.an estimated accuracy of +/- 6 seconds.
 MU0558
 MU0558.The orthometric height was determined by differential leveling
 MU0558.and adjusted by the National Geodetic Survey in 1992..
 MU0558.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0558.rate of 0.0 thru 1.0 mm/km.
 MU0558
 MU0558.The geoid height was determined by GEOID03.
 MU0558
 MU0558.The dynamic height is computed by dividing the NAVD 88
 MU0558.geopotential number by the normal gravity value computed on the
 MU0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0558.degrees latitude (g = 980.6199 gals.).
 MU0558
 MU0558.The modeled gravity was interpolated from observed gravity values.
 MU0558
 MU0558;                    North         East    Units  Estimated Accuracy
 MU0558;SPC NV E     - 8,750,720.      112,540.      MT  (+/- 180 meters Scaled)
 MU0558
 MU0558                          SUPERSEDED SURVEY CONTROL
 MU0558
 MU0558.No superseded survey control is available for this station.
 MU0558
 MU0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF307953(NAD 83)
 MU0558_MARKER: DD = SURVEY DISK
 MU0558_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0558_SP_SET: COPPER-CLAD STEEL ROD
 MU0558_STAMPING: 29 FMK 1973 5487
 MU0558_MARK LOGO: USGS  
 MU0558_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0558+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0558
 MU0558  HISTORY     - Date     Condition        Report By
 MU0558  HISTORY     - 1973     MONUMENTED       USGS
 MU0558
 MU0558                          STATION DESCRIPTION
 MU0558
 MU0558'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0558'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0558'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD
 MU0558'TO A Y-ROAD SOUTH AND BLM ROAD SIGN, 6.0 MILES WEST OF WINTERS RANCH
 MU0558'-STONE HOUSE-, 18 FEET SOUTH AND 161 FEET WEST OF THE Y-ROAD, 2 FEET
 MU0558'WEST OF A BLM SIGN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK
 MU0558'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0156 ***********************************************************************
 MT0156  DESIGNATION -  29 GWM
 MT0156  PID         -  MT0156
 MT0156  STATE/COUNTY-  NV/ELKO
 MT0156  USGS QUAD   -  TWELVEMILE RANCH (1982)
 MT0156
 MT0156                         *CURRENT SURVEY CONTROL
 MT0156  ___________________________________________________________________
 MT0156* NAD 83(1986)-  41 25 51.     (N)    114 11 05.     (W)     SCALED    
 MT0156* NAVD 88     -      1532.344  (meters)    5027.37   (feet)  ADJUSTED  
 MT0156  ___________________________________________________________________
 MT0156  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 MT0156  DYNAMIC HT  -        1531.191 (meters)    5023.58  (feet)  COMP
 MT0156  MODELED GRAV-     979,816.9   (mgal)                       NAVD 88
 MT0156
 MT0156  VERT ORDER  -  SECOND    CLASS 0
 MT0156
 MT0156.The horizontal coordinates were scaled from a topographic map and have
 MT0156.an estimated accuracy of +/- 6 seconds.
 MT0156
 MT0156.The orthometric height was determined by differential leveling
 MT0156.and adjusted by the National Geodetic Survey in June 1991..
 MT0156
 MT0156.The geoid height was determined by GEOID03.
 MT0156
 MT0156.The dynamic height is computed by dividing the NAVD 88
 MT0156.geopotential number by the normal gravity value computed on the
 MT0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0156.degrees latitude (g = 980.6199 gals.).
 MT0156
 MT0156.The modeled gravity was interpolated from observed gravity values.
 MT0156
 MT0156;                    North         East    Units  Estimated Accuracy
 MT0156;SPC NV E     - 8,742,430.      316,890.      MT  (+/- 180 meters Scaled)
 MT0156
 MT0156                          SUPERSEDED SURVEY CONTROL
 MT0156
 MT0156  NGVD 29 (??/??/92) 1531.253  (m)         5023.79   (f) ADJ UNCH    2 0
 MT0156
 MT0156.Superseded values are not recommended for survey control.
 MT0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0156.See file dsdata.txt to determine how the superseded data were derived.
 MT0156
 MT0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF352904(NAD 83)
 MT0156_MARKER: DD = SURVEY DISK
 MT0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0156_STAMPING: GWM 29 1939 5024
 MT0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0156+STABILITY: SURFACE MOTION
 MT0156
 MT0156  HISTORY     - Date     Condition        Report By
 MT0156  HISTORY     - 1939     MONUMENTED       USGS
 MT0156  HISTORY     - 1958     GOOD             NGS
 MT0156
 MT0156                          STATION DESCRIPTION
 MT0156
 MT0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0156'11.95 MI N FROM MONTELLO.
 MT0156'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0156'MONTELLO, THENCE 11.8 MILES NORTH ALONG A GRAVEL ROAD, 0.25 MILE SOUTH
 MT0156'OF THE T JUNCTION OF A DIRT ROAD WEST, 44 FEET WEST OF THE CENTER LINE
 MT0156'OF THE ROAD, 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 MT0156'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0501 ***********************************************************************
 MU0501  DESIGNATION -  29 HEI
 MU0501  PID         -  MU0501
 MU0501  STATE/COUNTY-  NV/HUMBOLDT
 MU0501  USGS QUAD   -  MAHOGANY SPRING (1980)
 MU0501
 MU0501                         *CURRENT SURVEY CONTROL
 MU0501  ___________________________________________________________________
 MU0501* NAD 83(1986)-  41 55 00.     (N)    117 15 45.     (W)     SCALED    
 MU0501* NAVD 88     -      1818.896  (meters)    5967.49   (feet)  POSTED    
 MU0501  ___________________________________________________________________
 MU0501  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 MU0501  DYNAMIC HT  -        1817.540 (meters)    5963.05  (feet)  COMP
 MU0501  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 MU0501
 MU0501  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0501
 MU0501.The horizontal coordinates were scaled from a topographic map and have
 MU0501.an estimated accuracy of +/- 6 seconds.
 MU0501
 MU0501.The orthometric height was determined by differential leveling
 MU0501.and adjusted by the National Geodetic Survey in 1992..
 MU0501.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0501.rate of 0.0 thru 1.0 mm/km.
 MU0501
 MU0501.The geoid height was determined by GEOID03.
 MU0501
 MU0501.The dynamic height is computed by dividing the NAVD 88
 MU0501.geopotential number by the normal gravity value computed on the
 MU0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0501.degrees latitude (g = 980.6199 gals.).
 MU0501
 MU0501.The modeled gravity was interpolated from observed gravity values.
 MU0501
 MU0501;                    North         East    Units  Estimated Accuracy
 MU0501;SPC NV W     - 4,796,290.      909,570.      MT  (+/- 180 meters Scaled)
 MU0501
 MU0501                          SUPERSEDED SURVEY CONTROL
 MU0501
 MU0501  NGVD 29 (??/??/92) 1817.72   (m)         5963.6    (f) COMPUTED    2 0
 MU0501
 MU0501.Superseded values are not recommended for survey control.
 MU0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0501.See file dsdata.txt to determine how the superseded data were derived.
 MU0501
 MU0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG782405(NAD 83)
 MU0501_MARKER: DD = SURVEY DISK
 MU0501_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0501_SP_SET: COPPER-CLAD STEEL ROD
 MU0501_STAMPING: 29 HEI 1974 5964
 MU0501_MARK LOGO: USGS  
 MU0501_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0501+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0501
 MU0501  HISTORY     - Date     Condition        Report By
 MU0501  HISTORY     - 1974     MONUMENTED       USGS
 MU0501
 MU0501                          STATION DESCRIPTION
 MU0501
 MU0501'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0501'FROM GREELY CROSSING, NEVADA, PROCEED 17.2 MILES NORTH ALONG ROAD, AT
 MU0501'A CUT IN THE ROAD, 45 FEET NORTHEAST AND 5.0 FEET HIGHER THAN THE
 MU0501'CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH
 MU0501'WHITE PLASTIC PIPE, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0505 ***********************************************************************
 LS0505  DESIGNATION -  29 HJH
 LS0505  PID         -  LS0505
 LS0505  STATE/COUNTY-  NV/WASHOE
 LS0505  USGS QUAD   -  TOHAKUM PEAK NE (1964)
 LS0505
 LS0505                         *CURRENT SURVEY CONTROL
 LS0505  ___________________________________________________________________
 LS0505* NAD 83(1986)-  40 10 21.     (N)    119 22 05.     (W)     SCALED    
 LS0505* NAVD 88     -      1171.501  (meters)    3843.50   (feet)  ADJUSTED  
 LS0505  ___________________________________________________________________
 LS0505  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 LS0505  DYNAMIC HT  -        1170.581 (meters)    3840.48  (feet)  COMP
 LS0505  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 LS0505
 LS0505  VERT ORDER  -  SECOND    CLASS 0
 LS0505
 LS0505.The horizontal coordinates were scaled from a topographic map and have
 LS0505.an estimated accuracy of +/- 6 seconds.
 LS0505
 LS0505.The orthometric height was determined by differential leveling
 LS0505.and adjusted by the National Geodetic Survey in June 1991..
 LS0505
 LS0505.The geoid height was determined by GEOID03.
 LS0505
 LS0505.The dynamic height is computed by dividing the NAVD 88
 LS0505.geopotential number by the normal gravity value computed on the
 LS0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0505.degrees latitude (g = 980.6199 gals.).
 LS0505
 LS0505.The modeled gravity was interpolated from observed gravity values.
 LS0505
 LS0505;                    North         East    Units  Estimated Accuracy
 LS0505;SPC NV W     - 4,602,060.      733,170.      MT  (+/- 180 meters Scaled)
 LS0505
 LS0505                          SUPERSEDED SURVEY CONTROL
 LS0505
 LS0505  NGVD 29 (??/??/92) 1170.537  (m)         3840.34   (f) ADJ UNCH    2 0
 LS0505
 LS0505.Superseded values are not recommended for survey control.
 LS0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0505.See file dsdata.txt to determine how the superseded data were derived.
 LS0505
 LS0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE983495(NAD 83)
 LS0505_MARKER: DB = BENCH MARK DISK
 LS0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0505_SP_SET: CONCRETE POST
 LS0505_STAMPING: 29 HJH 1962 3840
 LS0505_MARK LOGO: USGS  
 LS0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0505+STABILITY: SURFACE MOTION
 LS0505
 LS0505  HISTORY     - Date     Condition        Report By
 LS0505  HISTORY     - 1962     MONUMENTED       USGS
 LS0505
 LS0505                          STATION DESCRIPTION
 LS0505
 LS0505'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0505'40.2 KM (25.00 MI) NORTH FROM NIXON.
 LS0505'25.O MILES NORTH OF STATE HIGHWAY 34 IN AMONG THE GRAVEL RIFFLES
 LS0505'CAUSED BY THE RECEDING WATERS OF LAKE WINNEMUCCA, 43 FEET EAST
 LS0505'OF THE HIGHWAY CENTERLINE.
 LS0505'THE MARK IS 4.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0483 ***********************************************************************
 MV0483  DESIGNATION -  29 LRC
 MV0483  PID         -  MV0483
 MV0483  STATE/COUNTY-  NV/HUMBOLDT
 MV0483  USGS QUAD   -  PIDGEON SPRING (1979)
 MV0483
 MV0483                         *CURRENT SURVEY CONTROL
 MV0483  ___________________________________________________________________
 MV0483* NAD 83(1986)-  41 12 10.     (N)    118 56 44.     (W)     SCALED    
 MV0483* NAVD 88     -      1291.320  (meters)    4236.61   (feet)  ADJUSTED  
 MV0483  ___________________________________________________________________
 MV0483  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 MV0483  DYNAMIC HT  -        1290.398 (meters)    4233.58  (feet)  COMP
 MV0483  MODELED GRAV-     979,864.4   (mgal)                       NAVD 88
 MV0483
 MV0483  VERT ORDER  -  SECOND    CLASS 0
 MV0483
 MV0483.The horizontal coordinates were scaled from a topographic map and have
 MV0483.an estimated accuracy of +/- 6 seconds.
 MV0483
 MV0483.The orthometric height was determined by differential leveling
 MV0483.and adjusted by the National Geodetic Survey in June 1991..
 MV0483
 MV0483.The geoid height was determined by GEOID03.
 MV0483
 MV0483.The dynamic height is computed by dividing the NAVD 88
 MV0483.geopotential number by the normal gravity value computed on the
 MV0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0483.degrees latitude (g = 980.6199 gals.).
 MV0483
 MV0483.The modeled gravity was interpolated from observed gravity values.
 MV0483
 MV0483;                    North         East    Units  Estimated Accuracy
 MV0483;SPC NV W     - 4,716,230.      769,620.      MT  (+/- 180 meters Scaled)
 MV0483
 MV0483                          SUPERSEDED SURVEY CONTROL
 MV0483
 MV0483.No superseded survey control is available for this station.
 MV0483
 MV0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF368630(NAD 83)
 MV0483_MARKER: DD = SURVEY DISK
 MV0483_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0483_SP_SET: COPPER-CLAD STEEL ROD
 MV0483_STAMPING: 29 LRC 1972 4233
 MV0483_MARK LOGO: USGS  
 MV0483_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0483+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0483
 MV0483  HISTORY     - Date     Condition        Report By
 MV0483  HISTORY     - 1972     MONUMENTED       USGS
 MV0483
 MV0483                          STATION DESCRIPTION
 MV0483
 MV0483'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0483'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0483'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0483'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0483'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 18.7 MILES NORTH
 MV0483'ALONG TRACK ROAD TO A DRAIN CROSSING, 7.9 MILES SOUTH OF PAHUTE MEADOW
 MV0483'RANCH, 100 FEET SOUTH-SOUTHWEST OF THE DRAIN CROSSING AND 74 FEET
 MV0483'SOUTHWEST OF THE CENTER OF A DRAIN AT A BEND, 2 FEET EAST OF A WITNESS
 MV0483'POST, ENCASED IN DRAINPIPE CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0459 ***********************************************************************
 HP0459  DESIGNATION -  29 LRC
 HP0459  PID         -  HP0459
 HP0459  STATE/COUNTY-  NV/LINCOLN
 HP0459  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0459
 HP0459                         *CURRENT SURVEY CONTROL
 HP0459  ___________________________________________________________________
 HP0459* NAD 83(1986)-  37 11 44.     (N)    114 28 09.     (W)     SCALED    
 HP0459* NAVD 88     -       834.483  (meters)    2737.80   (feet)  POSTED    
 HP0459  ___________________________________________________________________
 HP0459  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 HP0459  DYNAMIC HT  -         833.640 (meters)    2735.03  (feet)  COMP
 HP0459  MODELED GRAV-     979,594.9   (mgal)                       NAVD 88
 HP0459
 HP0459  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0459
 HP0459.The horizontal coordinates were scaled from a topographic map and have
 HP0459.an estimated accuracy of +/- 6 seconds.
 HP0459
 HP0459.The orthometric height was determined by differential leveling
 HP0459.and adjusted by the National Geodetic Survey in 1992..
 HP0459.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0459.rate of 1.1 thru 2.0 mm/km.
 HP0459
 HP0459.The geoid height was determined by GEOID03.
 HP0459
 HP0459.The dynamic height is computed by dividing the NAVD 88
 HP0459.geopotential number by the normal gravity value computed on the
 HP0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0459.degrees latitude (g = 980.6199 gals.).
 HP0459
 HP0459.The modeled gravity was interpolated from observed gravity values.
 HP0459
 HP0459;                    North         East    Units  Estimated Accuracy
 HP0459;SPC NV E     - 8,271,910.      298,910.      MT  (+/- 180 meters Scaled)
 HP0459
 HP0459                          SUPERSEDED SURVEY CONTROL
 HP0459
 HP0459  NGVD 29 (??/??/92)  833.66   (m)         2735.1    (f) COMPUTED    2 0
 HP0459
 HP0459.Superseded values are not recommended for survey control.
 HP0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0459.See file dsdata.txt to determine how the superseded data were derived.
 HP0459
 HP0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB246195(NAD 83)
 HP0459_MARKER: DD = SURVEY DISK
 HP0459_SETTING: 66 = SET IN ROCK OUTCROP
 HP0459_SP_SET: ROCK OUTCROP
 HP0459_STAMPING: 29 LRC 1973 2736
 HP0459_MARK LOGO: USGS  
 HP0459_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0459+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0459
 HP0459  HISTORY     - Date     Condition        Report By
 HP0459  HISTORY     - 1973     MONUMENTED       USGS
 HP0459
 HP0459                          STATION DESCRIPTION
 HP0459
 HP0459'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0459'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 6.0
 HP0459'MILES NORTH ALONG ROAD TOWARD LEITH, 3.0 MILES NORTH OF A PROMINENT
 HP0459'ROAD JUNCTION, 35 FEET EAST OF THE CENTER OF ROAD IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0667 ***********************************************************************
 GS0667  DESIGNATION -  29 TJS
 GS0667  PID         -  GS0667
 GS0667  STATE/COUNTY-  NV/NYE
 GS0667  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0667
 GS0667                         *CURRENT SURVEY CONTROL
 GS0667  ___________________________________________________________________
 GS0667* NAD 83(1986)-  36 50 05.     (N)    116 28 51.     (W)     SCALED    
 GS0667* NAVD 88     -      1233.734  (meters)    4047.68   (feet)  ADJUSTED  
 GS0667  ___________________________________________________________________
 GS0667  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 GS0667  DYNAMIC HT  -        1232.341 (meters)    4043.11  (feet)  COMP
 GS0667  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 GS0667
 GS0667  VERT ORDER  -  FIRST     CLASS I
 GS0667
 GS0667.The horizontal coordinates were scaled from a topographic map and have
 GS0667.an estimated accuracy of +/- 6 seconds.
 GS0667
 GS0667.The orthometric height was determined by differential leveling
 GS0667.and adjusted by the National Geodetic Survey in May 2004..
 GS0667
 GS0667.The geoid height was determined by GEOID03.
 GS0667
 GS0667.The dynamic height is computed by dividing the NAVD 88
 GS0667.geopotential number by the normal gravity value computed on the
 GS0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0667.degrees latitude (g = 980.6199 gals.).
 GS0667
 GS0667.The modeled gravity was interpolated from observed gravity values.
 GS0667
 GS0667;                    North         East    Units  Estimated Accuracy
 GS0667;SPC NV C     - 6,231,300.      516,580.      MT  (+/- 180 meters Scaled)
 GS0667
 GS0667                          SUPERSEDED SURVEY CONTROL
 GS0667
 GS0667  NAVD 88 (??/??/92) 1233.741  (m)         4047.70   (f) UNKNOWN     3 0
 GS0667  NGVD 29 (05/01/91) 1232.788  (m)         4044.57   (f) ADJUSTED    1 1
 GS0667
 GS0667.Superseded values are not recommended for survey control.
 GS0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0667.See file dsdata.txt to determine how the superseded data were derived.
 GS0667
 GS0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA462766(NAD 83)
 GS0667_MARKER: DB = BENCH MARK DISK
 GS0667_SETTING: 66 = SET IN ROCK OUTCROP
 GS0667_SP_SET: BEDROCK
 GS0667_STAMPING: 29 TJS 1983
 GS0667_MARK LOGO: USGS  
 GS0667_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0667+STABILITY: POSITION/ELEVATION WELL
 GS0667
 GS0667  HISTORY     - Date     Condition        Report By
 GS0667  HISTORY     - 1983     MONUMENTED       USGS
 GS0667  HISTORY     - 1986     GOOD             USGS
 GS0667  HISTORY     - 1988     GOOD             USGS
 GS0667  HISTORY     - 19910221 GOOD             USGS
 GS0667  HISTORY     - 19921231 GOOD             USGS
 GS0667  HISTORY     - 19950111 GOOD             USGS
 GS0667
 GS0667                          STATION DESCRIPTION
 GS0667
 GS0667'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0667'45.5 KM (28.30 MI) EAST FROM BEATTY.
 GS0667'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0667'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0667'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0667'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0667'NORTHEASTERLY 5.5 MILES, 105 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GS0667'5 FEET SOUTH OF A ROCK CAIRN.
 GS0667
 GS0667                          STATION RECOVERY (1986)
 GS0667
 GS0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0667'RECOVERED IN GOOD CONDITION.
 GS0667
 GS0667                          STATION RECOVERY (1988)
 GS0667
 GS0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0667'RECOVERED IN GOOD CONDITION.
 GS0667
 GS0667                          STATION RECOVERY (1991)
 GS0667
 GS0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0667'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0667'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0667'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0667'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0667'NORTHEASTERLY 5.5 MILES, 105 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GS0667'5 FEET SOUTH OF A ROCK CAIRN.
 GS0667
 GS0667                          STATION RECOVERY (1992)
 GS0667
 GS0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0667'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0667'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0667'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0667'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0667'BEND IN THE ROAD, PROCEED NORTHEASTERLY 5.5 MILES (8.9 KM), 105 FEET
 GS0667'(32.0 M) WEST OF THE CENTERLINE OF THE ROAD, 5 FEET (1.5 M) SOUTH OF
 GS0667'A ROCK CAIRN.
 GS0667
 GS0667                          STATION RECOVERY (1995)
 GS0667
 GS0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0667'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0220 ***********************************************************************
 KR0220  DESIGNATION -  3
 KR0220  PID         -  KR0220
 KR0220  STATE/COUNTY-  NV/CHURCHILL
 KR0220  USGS QUAD   -  BUNEJUG MTS (1985)
 KR0220
 KR0220                         *CURRENT SURVEY CONTROL
 KR0220  ___________________________________________________________________
 KR0220* NAD 83(1986)-  39 21 58.     (N)    118 33 49.     (W)     SCALED    
 KR0220* NAVD 88     -      1202.227  (meters)    3944.31   (feet)  ADJUSTED  
 KR0220  ___________________________________________________________________
 KR0220  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 KR0220  DYNAMIC HT  -        1201.183 (meters)    3940.88  (feet)  COMP
 KR0220  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 KR0220
 KR0220  VERT ORDER  -  FIRST     CLASS II
 KR0220
 KR0220.The horizontal coordinates were scaled from a topographic map and have
 KR0220.an estimated accuracy of +/- 6 seconds.
 KR0220
 KR0220.The orthometric height was determined by differential leveling
 KR0220.and adjusted by the National Geodetic Survey in June 1991..
 KR0220.WARNING-Repeat measurements at this control monument indicate possible
 KR0220.vertical movement.
 KR0220
 KR0220.The geoid height was determined by GEOID03.
 KR0220
 KR0220.The dynamic height is computed by dividing the NAVD 88
 KR0220.geopotential number by the normal gravity value computed on the
 KR0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0220.degrees latitude (g = 980.6199 gals.).
 KR0220
 KR0220.The modeled gravity was interpolated from observed gravity values.
 KR0220
 KR0220;                    North         East    Units  Estimated Accuracy
 KR0220;SPC NV W     - 4,512,240.      801,700.      MT  (+/- 180 meters Scaled)
 KR0220
 KR0220                          SUPERSEDED SURVEY CONTROL
 KR0220
 KR0220  NGVD 29 (??/??/92) 1201.254  (m)         3941.11   (f) ADJ UNCH    1 2
 KR0220
 KR0220.Superseded values are not recommended for survey control.
 KR0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0220.See file dsdata.txt to determine how the superseded data were derived.
 KR0220
 KR0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD653585(NAD 83)
 KR0220_MARKER: DD = SURVEY DISK
 KR0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0220_SP_SET: CONCRETE POST
 KR0220_STAMPING: 3
 KR0220_MARK LOGO: NVDH  
 KR0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0220+STABILITY: SURFACE MOTION
 KR0220
 KR0220  HISTORY     - Date     Condition        Report By
 KR0220  HISTORY     - UNK      MONUMENTED       NVDH
 KR0220  HISTORY     - 1967     GOOD             NGS
 KR0220  HISTORY     - 1986     GOOD             NGS
 KR0220
 KR0220                          STATION DESCRIPTION
 KR0220
 KR0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0220'1.3 MI SE FROM SALT WELLS.
 KR0220'ABOUT 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE
 KR0220'STATION AT SALT WELLS, IN SECTION 1, T 17 N, R 30 E, 50 1/2 FEET
 KR0220'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 12 1/2 FEET SOUTHWEST OF
 KR0220'FEDERAL AID PROJECT MARKER POST NUMBER 64B-24A, 1.5 FEET NORTHEAST OF
 KR0220'A WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 KR0220'HIGHWAY, A NEVADA STATE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A
 KR0220'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 KR0220
 KR0220                          STATION RECOVERY (1986)
 KR0220
 KR0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0220'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 KR0220'0.3 METER (1.0 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1342 ***********************************************************************
 KR1342  DESIGNATION -  3
 KR1342  PID         -  KR1342
 KR1342  STATE/COUNTY-  NV/WASHOE
 KR1342  USGS QUAD   -  RENO (1982)
 KR1342
 KR1342                         *CURRENT SURVEY CONTROL
 KR1342  ___________________________________________________________________
 KR1342* NAD 83(1986)-  39 33 16.     (N)    119 46 17.     (W)     SCALED    
 KR1342* NAVD 88     -      1367.957  (meters)    4488.04   (feet)  ADJUSTED  
 KR1342  ___________________________________________________________________
 KR1342  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR1342  DYNAMIC HT  -        1366.716 (meters)    4483.97  (feet)  COMP
 KR1342  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 KR1342
 KR1342  VERT ORDER  -  FIRST     CLASS II
 KR1342
 KR1342.The horizontal coordinates were scaled from a topographic map and have
 KR1342.an estimated accuracy of +/- 6 seconds.
 KR1342
 KR1342.The orthometric height was determined by differential leveling
 KR1342.and adjusted by the National Geodetic Survey in June 1991..
 KR1342
 KR1342.The geoid height was determined by GEOID03.
 KR1342
 KR1342.The dynamic height is computed by dividing the NAVD 88
 KR1342.geopotential number by the normal gravity value computed on the
 KR1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1342.degrees latitude (g = 980.6199 gals.).
 KR1342
 KR1342.The modeled gravity was interpolated from observed gravity values.
 KR1342
 KR1342;                    North         East    Units  Estimated Accuracy
 KR1342;SPC NV W     - 4,533,820.      697,900.      MT  (+/- 180 meters Scaled)
 KR1342
 KR1342                          SUPERSEDED SURVEY CONTROL
 KR1342
 KR1342  NGVD 29 (??/??/92) 1366.88   (m)         4484.5    (f) COMPUTED    1 2
 KR1342
 KR1342.Superseded values are not recommended for survey control.
 KR1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1342.See file dsdata.txt to determine how the superseded data were derived.
 KR1342
 KR1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD618819(NAD 83)
 KR1342_MARKER: DB = BENCH MARK DISK
 KR1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1342_STAMPING: 4484.475 3
 KR1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1342+STABILITY: SURFACE MOTION
 KR1342
 KR1342  HISTORY     - Date     Condition        Report By
 KR1342  HISTORY     - UNK      MONUMENTED       NVGS
 KR1342  HISTORY     - 1947     GOOD             NGS
 KR1342
 KR1342                          STATION DESCRIPTION
 KR1342
 KR1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KR1342'0.8 MI N FROM SPARKS.
 KR1342'ABOUT 0.8 MILE NORTH ALONG SULLIVAN LANE FROM ITS INTERSECTION WITH I
 KR1342'STREET AT SPARKS, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 KR1342'WEDEKIND ROAD AND SULLIVAN LANE, 33.1 FEET NORTH OF THE CENTER LINE OF
 KR1342'WEDEKIND ROAD, 27.4 FEET WEST OF THE CENTER LINE OF SULLIVAN LANE, 4.6
 KR1342'FEET SOUTH OF A CORNER FENCE POST, SET IN THE TOP OF A CONCRETE POST
 KR1342'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0259 ***********************************************************************
 LS0259  DESIGNATION -  3
 LS0259  PID         -  LS0259
 LS0259  STATE/COUNTY-  NV/PERSHING
 LS0259  USGS QUAD   -  LOVELOCK (1987)
 LS0259
 LS0259                         *CURRENT SURVEY CONTROL
 LS0259  ___________________________________________________________________
 LS0259* NAD 83(1986)-  40 13 54.     (N)    118 28 35.     (W)     SCALED    
 LS0259* NAVD 88     -      1220.202  (meters)    4003.28   (feet)  ADJUSTED  
 LS0259  ___________________________________________________________________
 LS0259  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 LS0259  DYNAMIC HT  -        1219.226 (meters)    4000.08  (feet)  COMP
 LS0259  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 LS0259
 LS0259  VERT ORDER  -  SECOND    CLASS 0
 LS0259
 LS0259.The horizontal coordinates were scaled from a topographic map and have
 LS0259.an estimated accuracy of +/- 6 seconds.
 LS0259
 LS0259.The orthometric height was determined by differential leveling
 LS0259.and adjusted by the National Geodetic Survey in June 1991..
 LS0259
 LS0259.The geoid height was determined by GEOID03.
 LS0259
 LS0259.The dynamic height is computed by dividing the NAVD 88
 LS0259.geopotential number by the normal gravity value computed on the
 LS0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0259.degrees latitude (g = 980.6199 gals.).
 LS0259
 LS0259.The modeled gravity was interpolated from observed gravity values.
 LS0259
 LS0259;                    North         East    Units  Estimated Accuracy
 LS0259;SPC NV W     - 4,608,340.      809,100.      MT  (+/- 180 meters Scaled)
 LS0259
 LS0259                          SUPERSEDED SURVEY CONTROL
 LS0259
 LS0259  NGVD 29 (??/??/92) 1219.25   (m)         4000.2    (f) COMPUTED    2 0
 LS0259
 LS0259.Superseded values are not recommended for survey control.
 LS0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0259.See file dsdata.txt to determine how the superseded data were derived.
 LS0259
 LS0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE744545(NAD 83)
 LS0259_MARKER: DB = BENCH MARK DISK
 LS0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0259_STAMPING: 3
 LS0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0259+STABILITY: SURFACE MOTION
 LS0259
 LS0259  HISTORY     - Date     Condition        Report By
 LS0259  HISTORY     - UNK      MONUMENTED       CGS
 LS0259  HISTORY     - 1951     GOOD             NGS
 LS0259
 LS0259                          STATION DESCRIPTION
 LS0259
 LS0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0259'3.5 MI N FROM LOVELOCK.
 LS0259'3.5 MILES NORTH ALONG CENTRAL STREET FROM THE COURTHOUSE AT LOVELOCK,
 LS0259'AT AN INTERSECTION OF A GRAVEL ROAD LEADING EAST AND A GRAVEL LANE
 LS0259'LEADING WEST TO THE EDWARDS RANCH, 56 1/2 FEET NORTHWEST OF THE CENTER
 LS0259'OF THE INTERSECTION, 29 1/2 FEET WEST OF THE CENTER LINE OF THE
 LS0259'STREET, 17 FEET NORTH OF THE CENTER LINE OF THE GRAVEL LANE LEADING
 LS0259'WEST TO THE RANCH, 10.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 LS0259'CONCRETE CULVERT ACROSS THE LANE TO THE EDWARDS RANCH, 7.8 FEET
 LS0259'NORTHEAST OF THE NORTH 8 IN. BY 8 IN. GATE POST, 2.0 FEET EAST OF A
 LS0259'NORTH AND SOUTH FENCE LINE, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT
 LS0259'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LS0259'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1186 ***********************************************************************
 KR1186  DESIGNATION -  3
 KR1186  PID         -  KR1186
 KR1186  STATE/COUNTY-  NV/WASHOE
 KR1186  USGS QUAD   -  SUTCLIFFE (1980)
 KR1186
 KR1186                         *CURRENT SURVEY CONTROL
 KR1186  ___________________________________________________________________
 KR1186* NAD 83(1986)-  39 54 45.     (N)    119 33 50.     (W)     SCALED    
 KR1186* NAVD 88     -      1192.172  (meters)    3911.32   (feet)  ADJUSTED  
 KR1186  ___________________________________________________________________
 KR1186  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 KR1186  DYNAMIC HT  -        1191.199 (meters)    3908.13  (feet)  COMP
 KR1186  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 KR1186
 KR1186  VERT ORDER  -  FIRST     CLASS II
 KR1186
 KR1186.The horizontal coordinates were scaled from a topographic map and have
 KR1186.an estimated accuracy of +/- 6 seconds.
 KR1186
 KR1186.The orthometric height was determined by differential leveling
 KR1186.and adjusted by the National Geodetic Survey in June 1991..
 KR1186
 KR1186.The geoid height was determined by GEOID03.
 KR1186
 KR1186.The dynamic height is computed by dividing the NAVD 88
 KR1186.geopotential number by the normal gravity value computed on the
 KR1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1186.degrees latitude (g = 980.6199 gals.).
 KR1186
 KR1186.The modeled gravity was interpolated from observed gravity values.
 KR1186
 KR1186;                    North         East    Units  Estimated Accuracy
 KR1186;SPC NV W     - 4,573,360.      716,170.      MT  (+/- 180 meters Scaled)
 KR1186
 KR1186                          SUPERSEDED SURVEY CONTROL
 KR1186
 KR1186  NGVD 29 (??/??/92) 1191.191  (m)         3908.10   (f) ADJ UNCH    1 2
 KR1186
 KR1186.Superseded values are not recommended for survey control.
 KR1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1186.See file dsdata.txt to determine how the superseded data were derived.
 KR1186
 KR1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE808211(NAD 83)
 KR1186_MARKER: P = PIPE CAP
 KR1186_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR1186_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR1186_STAMPING: BM 3913 NO 3 1911
 KR1186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1186
 KR1186  HISTORY     - Date     Condition        Report By
 KR1186  HISTORY     - 1911     MONUMENTED       USGLO
 KR1186  HISTORY     - 1956     MARK NOT FOUND   USGS
 KR1186
 KR1186                          STATION DESCRIPTION
 KR1186
 KR1186'DESCRIBED BY US GENERAL LAND OFFICE 1911
 KR1186'1.8 MI S FROM SUTCLIFFE.
 KR1186'1.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 KR1186'STATION AT SUTCLIFFE, WASHOE COUNTY, 400 FT. EAST OF THE TRACK, AT THE
 KR1186'ENTRANCE TO THE FIRST LARGE OUT SOUTH OF TOWN, 500 FT SOUTHEAST OF A
 KR1186'LARGE IRREGULAR BOULDER 25 FT. HIGH, AND WEST OF A 3 FOOT MOUND OF
 KR1186'STONE.  A US GENERAL LAND OFFICE STANDARD CAP, STAMPED BM 3913 NO 3
 KR1186'1911 AND FASTENED TO THE TOP OF A PIPE.
 KR1186
 KR1186                          STATION RECOVERY (1956)
 KR1186
 KR1186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KR1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0235 ***********************************************************************
 LS0235  DESIGNATION -  3
 LS0235  PID         -  LS0235
 LS0235  STATE/COUNTY-  NV/PERSHING
 LS0235  USGS QUAD   -  WILDHORSE PASS (1987)
 LS0235
 LS0235                         *CURRENT SURVEY CONTROL
 LS0235  ___________________________________________________________________
 LS0235* NAD 83(1986)-  40 06 02.     (N)    118 28 36.     (W)     SCALED    
 LS0235* NAVD 88     -      1197.022  (meters)    3927.23   (feet)  ADJUSTED  
 LS0235  ___________________________________________________________________
 LS0235  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 LS0235  DYNAMIC HT  -        1196.052 (meters)    3924.05  (feet)  COMP
 LS0235  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 LS0235
 LS0235  VERT ORDER  -  SECOND    CLASS 0
 LS0235
 LS0235.The horizontal coordinates were scaled from a topographic map and have
 LS0235.an estimated accuracy of +/- 6 seconds.
 LS0235
 LS0235.The orthometric height was determined by differential leveling
 LS0235.and adjusted by the National Geodetic Survey in June 1991..
 LS0235
 LS0235.The geoid height was determined by GEOID03.
 LS0235
 LS0235.The dynamic height is computed by dividing the NAVD 88
 LS0235.geopotential number by the normal gravity value computed on the
 LS0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0235.degrees latitude (g = 980.6199 gals.).
 LS0235
 LS0235.The modeled gravity was interpolated from observed gravity values.
 LS0235
 LS0235;                    North         East    Units  Estimated Accuracy
 LS0235;SPC NV W     - 4,593,780.      809,090.      MT  (+/- 180 meters Scaled)
 LS0235
 LS0235                          SUPERSEDED SURVEY CONTROL
 LS0235
 LS0235  NGVD 29 (??/??/92) 1196.09   (m)         3924.2    (f) COMPUTED    2 0
 LS0235
 LS0235.Superseded values are not recommended for survey control.
 LS0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0235.See file dsdata.txt to determine how the superseded data were derived.
 LS0235
 LS0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE741399(NAD 83)
 LS0235_MARKER: DD = SURVEY DISK
 LS0235_SETTING: 0 = UNSPECIFIED SETTING
 LS0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0235
 LS0235  HISTORY     - Date     Condition        Report By
 LS0235  HISTORY     - UNK      MONUMENTED       NVDH
 LS0235  HISTORY     - 1951     GOOD             NGS
 LS0235  HISTORY     - 1983     MARK NOT FOUND   USGS
 LS0235
 LS0235                          STATION DESCRIPTION
 LS0235
 LS0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0235'5.65 MI S FROM LOVELOCK.
 LS0235'4.6 MILES SOUTH ALONG A PAVED ROAD ON THE EAST SIDE OF THE TRACKS FROM
 LS0235'THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT LOVELOCK, THENCE 1.05
 LS0235'MILES SOUTH ALONG A GRAVEL ROAD, AT A T JUNCTION OF A ROAD RUNNING
 LS0235'NORTH AND SOUTH AND EAST AND THE T JUNCTION OF LARGE CANALS RUNNING
 LS0235'NORTH TO SOUTH AND EAST, 42.3 FEET SOUTH OF BENCH MARK M 19 (USBR), 28
 LS0235'1/2 FEET SOUTHWEST OF THE CENTER OF THE T JUNCTION OF THE ROADS, 24
 LS0235'1/2 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 0.9 FOOT
 LS0235'EAST OF A NORTH AND SOUTH FENCE LINE, 0.9 FOOT EAST OF A WITNESS POST,
 LS0235'AND SET ABOUT LEVEL WITH THE ROAD.
 LS0235
 LS0235                          STATION RECOVERY (1983)
 LS0235
 LS0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LS0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0198 ***********************************************************************
 JR0198  DESIGNATION -  3
 JR0198  PID         -  JR0198
 JR0198  STATE/COUNTY-  NV/MINERAL
 JR0198  USGS QUAD   -  SCHURZ (1988)
 JR0198
 JR0198                         *CURRENT SURVEY CONTROL
 JR0198  ___________________________________________________________________
 JR0198* NAD 83(1986)-  38 58 11.     (N)    118 48 32.     (W)     SCALED    
 JR0198* NAVD 88     -      1273.26   (+/-2cm)    4177.4    (feet)  VERTCON   
 JR0198  ___________________________________________________________________
 JR0198  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 JR0198
 JR0198  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0198
 JR0198.The horizontal coordinates were scaled from a topographic map and have
 JR0198.an estimated accuracy of +/- 6 seconds.
 JR0198
 JR0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0198.The vertical order pertains to the NGVD 29 superseded value.
 JR0198
 JR0198.The geoid height was determined by GEOID03.
 JR0198
 JR0198;                    North         East    Units  Estimated Accuracy
 JR0198;SPC NV W     - 4,468,260.      780,460.      MT  (+/- 180 meters Scaled)
 JR0198
 JR0198                          SUPERSEDED SURVEY CONTROL
 JR0198
 JR0198  NGVD 29 (??/??/92) 1272.20   (m)         4173.9    (f) COMPUTED    1 2
 JR0198
 JR0198.Superseded values are not recommended for survey control.
 JR0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0198.See file dsdata.txt to determine how the superseded data were derived.
 JR0198
 JR0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD432149(NAD 83)
 JR0198_MARKER: Z = SEE DESCRIPTION
 JR0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0198_SP_SET: CULVERT
 JR0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0198
 JR0198  HISTORY     - Date     Condition        Report By
 JR0198  HISTORY     - UNK      MONUMENTED       NVDH
 JR0198  HISTORY     - 1955     MARK NOT FOUND   NGS
 JR0198  HISTORY     - 1961     MARK NOT FOUND   NVDH
 JR0198
 JR0198                          STATION DESCRIPTION
 JR0198
 JR0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0198'1.4 MI N FROM SCHURZ.
 JR0198'1.4 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE CROSSING OF THE
 JR0198'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, 0.25 MILE NORTH
 JR0198'OF THE Y JUNCTION OF A COUNTY GRADED ROAD LEADING NORTHEAST TO
 JR0198'RAWHIDE, AT AN 18-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP
 JR0198'OF THE NORTH END OF THE WEST CONCRETE HEAD WALL, 17.8 FEET WEST
 JR0198'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 JR0198'HIGHWAY.  NOTE-- THE IRON BAR HAS BEEN BENT BY SOME HEAVY
 JR0198'OBJECT WHICH ALSO CRACKED THE HEAD WALL.  THE IRON BAR IS STILL
 JR0198'SOLID.  NOTE-- HEADWALL OF CULVERT HAS BEEN ALTERED BY
 JR0198'MAINTENANCE SECTION.
 JR0198
 JR0198                          STATION RECOVERY (1961)
 JR0198
 JR0198'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 JR0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0169 ***********************************************************************
 JQ0169  DESIGNATION -  3
 JQ0169  PID         -  JQ0169
 JQ0169  STATE/COUNTY-  NV/ESMERALDA
 JQ0169  USGS QUAD   -  MILLERS (1987)
 JQ0169
 JQ0169                         *CURRENT SURVEY CONTROL
 JQ0169  ___________________________________________________________________
 JQ0169* NAD 83(1986)-  38 08 28.     (N)    117 28 54.     (W)     SCALED    
 JQ0169* NAVD 88     -      1464.273  (meters)    4804.04   (feet)  ADJUSTED  
 JQ0169  ___________________________________________________________________
 JQ0169  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 JQ0169  DYNAMIC HT  -        1462.704 (meters)    4798.89  (feet)  COMP
 JQ0169  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 JQ0169
 JQ0169  VERT ORDER  -  FIRST     CLASS II
 JQ0169
 JQ0169.The horizontal coordinates were scaled from a topographic map and have
 JQ0169.an estimated accuracy of +/- 6 seconds.
 JQ0169
 JQ0169.The orthometric height was determined by differential leveling
 JQ0169.and adjusted by the National Geodetic Survey in June 1991..
 JQ0169
 JQ0169.The geoid height was determined by GEOID03.
 JQ0169
 JQ0169.The dynamic height is computed by dividing the NAVD 88
 JQ0169.geopotential number by the normal gravity value computed on the
 JQ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0169.degrees latitude (g = 980.6199 gals.).
 JQ0169
 JQ0169.The modeled gravity was interpolated from observed gravity values.
 JQ0169
 JQ0169;                    North         East    Units  Estimated Accuracy
 JQ0169;SPC NV W     - 4,376,840.      896,570.      MT  (+/- 180 meters Scaled)
 JQ0169
 JQ0169                          SUPERSEDED SURVEY CONTROL
 JQ0169
 JQ0169  NGVD 29 (??/??/92) 1463.17   (m)         4800.4    (f) COMPUTED    1 2
 JQ0169
 JQ0169.Superseded values are not recommended for survey control.
 JQ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0169.See file dsdata.txt to determine how the superseded data were derived.
 JQ0169
 JQ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC577215(NAD 83)
 JQ0169_MARKER: DD = SURVEY DISK
 JQ0169_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0169_STAMPING: INL 3
 JQ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0169+STABILITY: SURFACE MOTION
 JQ0169
 JQ0169  HISTORY     - Date     Condition        Report By
 JQ0169  HISTORY     - UNK      MONUMENTED       NVDH
 JQ0169  HISTORY     - 1953     GOOD             NGS
 JQ0169  HISTORY     - 1984     POOR             NGS
 JQ0169
 JQ0169                          STATION DESCRIPTION
 JQ0169
 JQ0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0169'15.1 MI W FROM TONOPAH.
 JQ0169'15.1 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0169'TONOPAH, AT 18-INCH CORRUGATED METAL PIPE CULVERT D 869+00, IN THE TOP
 JQ0169'OF THE WEST END OF THE NORTH CONCRETE HEAD WALL, 18.6 FEET NORTH OF
 JQ0169'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE
 JQ0169'HIGHWAY.
 JQ0169
 JQ0169                          STATION RECOVERY (1984)
 JQ0169
 JQ0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0169'RECOVERED IN POOR CONDITION.  HEADWALL BROKEN.  DISK HAS NO PRECAST
 JQ0169'ORIGIN.  NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0840 ***********************************************************************
 KR0840  DESIGNATION -  3
 KR0840  PID         -  KR0840
 KR0840  STATE/COUNTY-  NV/CHURCHILL
 KR0840  USGS QUAD   -  LAHONTAN DAM (1985)
 KR0840
 KR0840                         *CURRENT SURVEY CONTROL
 KR0840  ___________________________________________________________________
 KR0840* NAD 83(1986)-  39 28 54.     (N)    119 02 08.     (W)     SCALED    
 KR0840* NAVD 88     -      1262.09   (+/-2cm)    4140.7    (feet)  VERTCON   
 KR0840  ___________________________________________________________________
 KR0840  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 KR0840
 KR0840  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0840
 KR0840.The horizontal coordinates were scaled from a topographic map and have
 KR0840.an estimated accuracy of +/- 6 seconds.
 KR0840
 KR0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0840.The vertical order pertains to the NGVD 29 superseded value.
 KR0840
 KR0840.The geoid height was determined by GEOID03.
 KR0840
 KR0840;                    North         East    Units  Estimated Accuracy
 KR0840;SPC NV W     - 4,525,170.      761,100.      MT  (+/- 180 meters Scaled)
 KR0840
 KR0840                          SUPERSEDED SURVEY CONTROL
 KR0840
 KR0840  NGVD 29 (??/??/92) 1261.136  (m)         4137.58   (f) ADJ UNCH    2 0
 KR0840
 KR0840.Superseded values are not recommended for survey control.
 KR0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0840.See file dsdata.txt to determine how the superseded data were derived.
 KR0840
 KR0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD249722(NAD 83)
 KR0840_MARKER: DD = SURVEY DISK
 KR0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0840_STAMPING: NO. 3
 KR0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0840+STABILITY: SURFACE MOTION
 KR0840
 KR0840  HISTORY     - Date     Condition        Report By
 KR0840  HISTORY     - UNK      MONUMENTED       CGS
 KR0840  HISTORY     - 1951     GOOD             NGS
 KR0840  HISTORY     - 1970     GOOD             NGS
 KR0840
 KR0840                          STATION DESCRIPTION
 KR0840
 KR0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0840'14.6 MI NW FROM FALLON.
 KR0840'9.2 MILES NORTHWEST ALONG U. S. HIGHWAY 95 AND 50 FROM THE POST OFFICE
 KR0840'IN FALLON, THENCE 5.4 MILES WEST ALONG HIGHWAY 50, 29 FEET SOUTHEAST
 KR0840'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF A WITNESS POST,
 KR0840'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE
 KR0840'GROUND.
 KR0840
 KR0840                          STATION RECOVERY (1970)
 KR0840
 KR0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KR0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1123 ***********************************************************************
 KR1123  DESIGNATION -  3 1
 KR1123  PID         -  KR1123
 KR1123  STATE/COUNTY-  NV/DOUGLAS
 KR1123  USGS QUAD   -  GENOA (1994)
 KR1123
 KR1123                         *CURRENT SURVEY CONTROL
 KR1123  ___________________________________________________________________
 KR1123* NAD 83(1986)-  39 02 35.     (N)    119 46 46.     (W)     SCALED    
 KR1123* NAVD 88     -      1419.60   (+/-2cm)    4657.5    (feet)  VERTCON   
 KR1123  ___________________________________________________________________
 KR1123  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 KR1123
 KR1123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1123
 KR1123.The horizontal coordinates were scaled from a topographic map and have
 KR1123.an estimated accuracy of +/- 6 seconds.
 KR1123
 KR1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1123.The vertical order pertains to the NGVD 29 superseded value.
 KR1123
 KR1123.The geoid height was determined by GEOID03.
 KR1123
 KR1123;                    North         East    Units  Estimated Accuracy
 KR1123;SPC NV W     - 4,477,060.      696,460.      MT  (+/- 180 meters Scaled)
 KR1123
 KR1123                          SUPERSEDED SURVEY CONTROL
 KR1123
 KR1123  NGVD 29 (??/??/92) 1418.471  (m)         4653.77   (f) ADJ UNCH    2 0
 KR1123
 KR1123.Superseded values are not recommended for survey control.
 KR1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1123.See file dsdata.txt to determine how the superseded data were derived.
 KR1123
 KR1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD594252(NAD 83)
 KR1123_MARKER: DB = BENCH MARK DISK
 KR1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1123_STAMPING: 3-1 4653.553
 KR1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1123+STABILITY: SURFACE MOTION
 KR1123
 KR1123  HISTORY     - Date     Condition        Report By
 KR1123  HISTORY     - UNK      MONUMENTED       CGS
 KR1123  HISTORY     - 1951     GOOD             NGS
 KR1123
 KR1123                          STATION DESCRIPTION
 KR1123
 KR1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1123'6.7 MI N FROM MINDEN.
 KR1123'ABOUT 6.7 MILES NORTH ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR1123'MINDEN, ABOUT 0.3 MILES SOUTH OF THE LARGE BRIDGE OVER THE CARSON
 KR1123'RIVER, 38.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 39.6 FEET
 KR1123'NORTHEAST OF THE NORTHEAST END OF A 22-INCH CORRUGATED METAL PIPE
 KR1123'CULVERT, 24 1/2 FEET SOUTHWEST OF A TELEGRAPH POLE NO. E-25198, 1.9
 KR1123'FEET WEST OF A FENCE, 21.2 FEET SOUTH OF A 6-INCH BY 6-INCH WHITE
 KR1123'WOODEN POST STENCILED USBM, ABOUT ONE FOOT LOWER THAN THE HIGHWAY, AND
 KR1123'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE
 KR1123'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0261 ***********************************************************************
 LS0261  DESIGNATION -  3 1
 LS0261  PID         -  LS0261
 LS0261  STATE/COUNTY-  NV/PERSHING
 LS0261  USGS QUAD   -  LOVELOCK (1987)
 LS0261
 LS0261                         *CURRENT SURVEY CONTROL
 LS0261  ___________________________________________________________________
 LS0261* NAD 83(1986)-  40 14 03.     (N)    118 28 34.     (W)     SCALED    
 LS0261* NAVD 88     -      1221.913  (meters)    4008.89   (feet)  ADJUSTED  
 LS0261  ___________________________________________________________________
 LS0261  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 LS0261  DYNAMIC HT  -        1220.936 (meters)    4005.69  (feet)  COMP
 LS0261  MODELED GRAV-     979,784.5   (mgal)                       NAVD 88
 LS0261
 LS0261  VERT ORDER  -  SECOND    CLASS 0
 LS0261
 LS0261.The horizontal coordinates were scaled from a topographic map and have
 LS0261.an estimated accuracy of +/- 6 seconds.
 LS0261
 LS0261.The orthometric height was determined by differential leveling
 LS0261.and adjusted by the National Geodetic Survey in June 1991..
 LS0261
 LS0261.The geoid height was determined by GEOID03.
 LS0261
 LS0261.The dynamic height is computed by dividing the NAVD 88
 LS0261.geopotential number by the normal gravity value computed on the
 LS0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0261.degrees latitude (g = 980.6199 gals.).
 LS0261
 LS0261.The modeled gravity was interpolated from observed gravity values.
 LS0261
 LS0261;                    North         East    Units  Estimated Accuracy
 LS0261;SPC NV W     - 4,608,620.      809,120.      MT  (+/- 180 meters Scaled)
 LS0261
 LS0261                          SUPERSEDED SURVEY CONTROL
 LS0261
 LS0261  NGVD 29 (??/??/92) 1220.96   (m)         4005.8    (f) COMPUTED    2 0
 LS0261
 LS0261.Superseded values are not recommended for survey control.
 LS0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0261.See file dsdata.txt to determine how the superseded data were derived.
 LS0261
 LS0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE744547(NAD 83)
 LS0261_MARKER: DB = BENCH MARK DISK
 LS0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0261_STAMPING: NO. 3 - 1
 LS0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0261+STABILITY: SURFACE MOTION
 LS0261
 LS0261  HISTORY     - Date     Condition        Report By
 LS0261  HISTORY     - UNK      MONUMENTED       CGS
 LS0261  HISTORY     - 1951     GOOD             NGS
 LS0261
 LS0261                          STATION DESCRIPTION
 LS0261
 LS0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0261'3.7 MI N FROM LOVELOCK.
 LS0261'3.7 MILES NORTH ALONG CENTRAL STREET FROM THE COURTHOUSE AT LOVELOCK,
 LS0261'0.2 MILE NORTH OF AN INTERSECTION, AT STOCK CORRALS EAST OF THE ROAD
 LS0261'AND ON A SANDY MOUND, 118.9 FEET NORTHEAST AND ACROSS THE ROAD FROM
 LS0261'THE SOUTHEAST CORNER OF A STOCK CORRAL AND A GATE TO THE FIELD, 28 1/2
 LS0261'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1.8 FEET WEST
 LS0261'OF A NORTH AND SOUTH FENCE LINE, 1.7 FEET SOUTH OF A WITNESS POST,
 LS0261'ABOUT 4 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LS0261'POST PROJECTING 0.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0430 ***********************************************************************
 HQ0430  DESIGNATION -  3 2
 HQ0430  PID         -  HQ0430
 HQ0430  STATE/COUNTY-  NV/NYE
 HQ0430  USGS QUAD   -  YUCCA FLAT (1986)
 HQ0430
 HQ0430                         *CURRENT SURVEY CONTROL
 HQ0430  ___________________________________________________________________
 HQ0430* NAD 83(1986)-  37 02 17.     (N)    116 03 06.     (W)     SCALED    
 HQ0430* NAVD 88     -      1228.817  (meters)    4031.54   (feet)  ADJUSTED  
 HQ0430  ___________________________________________________________________
 HQ0430  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 HQ0430  DYNAMIC HT  -        1227.474 (meters)    4027.14  (feet)  COMP
 HQ0430  MODELED GRAV-     979,496.7   (mgal)                       NAVD 88
 HQ0430
 HQ0430  VERT ORDER  -  SECOND    CLASS 0
 HQ0430
 HQ0430.The horizontal coordinates were scaled from a topographic map and have
 HQ0430.an estimated accuracy of +/- 6 seconds.
 HQ0430
 HQ0430.The orthometric height was determined by differential leveling
 HQ0430.and adjusted by the National Geodetic Survey in June 1991..
 HQ0430
 HQ0430.The geoid height was determined by GEOID03.
 HQ0430
 HQ0430.The dynamic height is computed by dividing the NAVD 88
 HQ0430.geopotential number by the normal gravity value computed on the
 HQ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0430.degrees latitude (g = 980.6199 gals.).
 HQ0430
 HQ0430.The modeled gravity was interpolated from observed gravity values.
 HQ0430
 HQ0430;                    North         East    Units  Estimated Accuracy
 HQ0430;SPC NV C     - 6,254,030.      554,710.      MT  (+/- 180 meters Scaled)
 HQ0430
 HQ0430                          SUPERSEDED SURVEY CONTROL
 HQ0430
 HQ0430  NGVD 29 (??/??/92) 1227.895  (m)         4028.52   (f) ADJ UNCH    2 0
 HQ0430
 HQ0430.Superseded values are not recommended for survey control.
 HQ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0430.See file dsdata.txt to determine how the superseded data were derived.
 HQ0430
 HQ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA843995(NAD 83)
 HQ0430_MARKER: DD = SURVEY DISK
 HQ0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0430_STAMPING: LOS ANGELES 3-2 1950
 HQ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0430+STABILITY: SURFACE MOTION
 HQ0430
 HQ0430  HISTORY     - Date     Condition        Report By
 HQ0430  HISTORY     - 1950     MONUMENTED       USE
 HQ0430  HISTORY     - 1952     GOOD             NGS
 HQ0430
 HQ0430                          STATION DESCRIPTION
 HQ0430
 HQ0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0430'7.3 MI N FROM YUCCA PASS.
 HQ0430'7.15 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF
 HQ0430'YUCCA PASS, THENCE 0.15 MILE EAST ALONG A DIRT ROAD, 22 FEET
 HQ0430'SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING WEST, SET IN
 HQ0430'THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE
 HQ0430'GROUND, ON TOP OF A SMALL SANDY KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0429 ***********************************************************************
 HQ0429  DESIGNATION -  3 2 RM 1
 HQ0429  PID         -  HQ0429
 HQ0429  STATE/COUNTY-  NV/NYE
 HQ0429  USGS QUAD   -  YUCCA FLAT (1986)
 HQ0429
 HQ0429                         *CURRENT SURVEY CONTROL
 HQ0429  ___________________________________________________________________
 HQ0429* NAD 83(1986)-  37 02 17.     (N)    116 03 06.     (W)     SCALED    
 HQ0429* NAVD 88     -      1228.324  (meters)    4029.93   (feet)  ADJUSTED  
 HQ0429  ___________________________________________________________________
 HQ0429  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 HQ0429  DYNAMIC HT  -        1226.982 (meters)    4025.52  (feet)  COMP
 HQ0429  MODELED GRAV-     979,496.7   (mgal)                       NAVD 88
 HQ0429
 HQ0429  VERT ORDER  -  SECOND    CLASS 0
 HQ0429
 HQ0429.The horizontal coordinates were scaled from a topographic map and have
 HQ0429.an estimated accuracy of +/- 6 seconds.
 HQ0429
 HQ0429.The orthometric height was determined by differential leveling
 HQ0429.and adjusted by the National Geodetic Survey in June 1991..
 HQ0429
 HQ0429.The geoid height was determined by GEOID03.
 HQ0429
 HQ0429.The dynamic height is computed by dividing the NAVD 88
 HQ0429.geopotential number by the normal gravity value computed on the
 HQ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0429.degrees latitude (g = 980.6199 gals.).
 HQ0429
 HQ0429.The modeled gravity was interpolated from observed gravity values.
 HQ0429
 HQ0429;                    North         East    Units  Estimated Accuracy
 HQ0429;SPC NV C     - 6,254,030.      554,710.      MT  (+/- 180 meters Scaled)
 HQ0429
 HQ0429                          SUPERSEDED SURVEY CONTROL
 HQ0429
 HQ0429  NGVD 29 (??/??/92) 1227.40   (m)         4026.9    (f) COMPUTED    2 0
 HQ0429
 HQ0429.Superseded values are not recommended for survey control.
 HQ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0429.See file dsdata.txt to determine how the superseded data were derived.
 HQ0429
 HQ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA843995(NAD 83)
 HQ0429_MARKER: DR = REFERENCE MARK DISK
 HQ0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0429_STAMPING: NO 1 3-2
 HQ0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0429+STABILITY: SURFACE MOTION
 HQ0429
 HQ0429  HISTORY     - Date     Condition        Report By
 HQ0429  HISTORY     - UNK      MONUMENTED       USE
 HQ0429  HISTORY     - 1952     GOOD             NGS
 HQ0429
 HQ0429                          STATION DESCRIPTION
 HQ0429
 HQ0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0429'7.3 MI N FROM YUCCA PASS.
 HQ0429'7.15 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF
 HQ0429'YUCCA PASS, THENCE 0.15 MILE EAST ALONG A DIRT ROAD, ON TOP OF
 HQ0429'A SMALL SANDY KNOLL, 71.3 FEET NORTH OF TRIANGULATION STATION
 HQ0429'3-2 1950 (C. OF E.), 2.3 FEET EAST OF A STEEL FENCE POST, 0.3
 HQ0429'FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 HQ0429'PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0431 ***********************************************************************
 HQ0431  DESIGNATION -  3 2 RM 2
 HQ0431  PID         -  HQ0431
 HQ0431  STATE/COUNTY-  NV/NYE
 HQ0431  USGS QUAD   -  YUCCA FLAT (1986)
 HQ0431
 HQ0431                         *CURRENT SURVEY CONTROL
 HQ0431  ___________________________________________________________________
 HQ0431* NAD 83(1986)-  37 02 16.     (N)    116 03 06.     (W)     SCALED    
 HQ0431* NAVD 88     -      1228.511  (meters)    4030.54   (feet)  ADJUSTED  
 HQ0431  ___________________________________________________________________
 HQ0431  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 HQ0431  DYNAMIC HT  -        1227.169 (meters)    4026.14  (feet)  COMP
 HQ0431  MODELED GRAV-     979,496.7   (mgal)                       NAVD 88
 HQ0431
 HQ0431  VERT ORDER  -  SECOND    CLASS 0
 HQ0431
 HQ0431.The horizontal coordinates were scaled from a topographic map and have
 HQ0431.an estimated accuracy of +/- 6 seconds.
 HQ0431
 HQ0431.The orthometric height was determined by differential leveling
 HQ0431.and adjusted by the National Geodetic Survey in June 1991..
 HQ0431
 HQ0431.The geoid height was determined by GEOID03.
 HQ0431
 HQ0431.The dynamic height is computed by dividing the NAVD 88
 HQ0431.geopotential number by the normal gravity value computed on the
 HQ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0431.degrees latitude (g = 980.6199 gals.).
 HQ0431
 HQ0431.The modeled gravity was interpolated from observed gravity values.
 HQ0431
 HQ0431;                    North         East    Units  Estimated Accuracy
 HQ0431;SPC NV C     - 6,254,000.      554,710.      MT  (+/- 180 meters Scaled)
 HQ0431
 HQ0431                          SUPERSEDED SURVEY CONTROL
 HQ0431
 HQ0431  NGVD 29 (??/??/92) 1227.59   (m)         4027.5    (f) COMPUTED    2 0
 HQ0431
 HQ0431.Superseded values are not recommended for survey control.
 HQ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0431.See file dsdata.txt to determine how the superseded data were derived.
 HQ0431
 HQ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA843994(NAD 83)
 HQ0431_MARKER: DR = REFERENCE MARK DISK
 HQ0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0431_STAMPING: NO 2 3-2
 HQ0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0431+STABILITY: SURFACE MOTION
 HQ0431
 HQ0431  HISTORY     - Date     Condition        Report By
 HQ0431  HISTORY     - UNK      MONUMENTED       USE
 HQ0431  HISTORY     - 1952     GOOD             NGS
 HQ0431
 HQ0431                          STATION DESCRIPTION
 HQ0431
 HQ0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0431'7.3 MI N FROM YUCCA PASS.
 HQ0431'7.15 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF
 HQ0431'YUCCA PASS, THENCE 0.15 MILE EAST ALONG A DIRT ROAD, AT THE
 HQ0431'TOP OF A SMALL SANDY KNOLL, 41.8 FEET SOUTHEAST OF TRIANGULATION
 HQ0431'STATION 3-2 1950 (C. OF E.), 10.5 FEET EAST OF A FENCE, 21.4
 HQ0431'FEET NORTHEAST OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE
 HQ0431'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0259 ***********************************************************************
 KP0259  DESIGNATION -  3 DOR
 KP0259  PID         -  KP0259
 KP0259  STATE/COUNTY-  NV/WHITE PINE
 KP0259  USGS QUAD   -  CONNORS PASS (1993)
 KP0259
 KP0259                         *CURRENT SURVEY CONTROL
 KP0259  ___________________________________________________________________
 KP0259* NAD 83(1986)-  39 02 35.     (N)    114 37 49.     (W)     SCALED    
 KP0259* NAVD 88     -      2281.090  (meters)    7483.88   (feet)  ADJUSTED  
 KP0259  ___________________________________________________________________
 KP0259  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 KP0259  DYNAMIC HT  -        2278.457 (meters)    7475.24  (feet)  COMP
 KP0259  MODELED GRAV-     979,391.3   (mgal)                       NAVD 88
 KP0259
 KP0259  VERT ORDER  -  FIRST     CLASS II
 KP0259
 KP0259.The horizontal coordinates were scaled from a topographic map and have
 KP0259.an estimated accuracy of +/- 6 seconds.
 KP0259
 KP0259.The orthometric height was determined by differential leveling
 KP0259.and adjusted by the National Geodetic Survey in June 1991..
 KP0259
 KP0259.The geoid height was determined by GEOID03.
 KP0259
 KP0259.The dynamic height is computed by dividing the NAVD 88
 KP0259.geopotential number by the normal gravity value computed on the
 KP0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0259.degrees latitude (g = 980.6199 gals.).
 KP0259
 KP0259.The modeled gravity was interpolated from observed gravity values.
 KP0259
 KP0259;                    North         East    Units  Estimated Accuracy
 KP0259;SPC NV E     - 8,476,810.      282,500.      MT  (+/- 180 meters Scaled)
 KP0259
 KP0259                          SUPERSEDED SURVEY CONTROL
 KP0259
 KP0259.No superseded survey control is available for this station.
 KP0259
 KP0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD050242(NAD 83)
 KP0259_MARKER: DB = BENCH MARK DISK
 KP0259_SETTING: 66 = SET IN ROCK OUTCROP
 KP0259_SP_SET: ROCK OUTCROP
 KP0259_STAMPING: 3 DOR 1973 7479
 KP0259_MARK LOGO: USGS  
 KP0259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0259+STABILITY: POSITION/ELEVATION WELL
 KP0259
 KP0259  HISTORY     - Date     Condition        Report By
 KP0259  HISTORY     - 1973     MONUMENTED       USGS
 KP0259  HISTORY     - 1984     GOOD             NGS
 KP0259
 KP0259                          STATION DESCRIPTION
 KP0259
 KP0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0259'36.4 KM (23.0 MI) SE FROM ELY.
 KP0259'36.45 KM (23.0 MI) SOUTHEAST ALONG US HIGHWAYS 6, 93 AND 50 FROM THE
 KP0259'JUNCTION OF US HIGHWAYS 6 AND 93 AT ELY, IN TOP OF AND 1.5 METERS
 KP0259'(5 FT) NORTHEAST OF THE SOUTHWEST END OF A 4 BY 20 FOOT PORTION OF
 KP0259'LIMESTONE OUTCROP AT THE NORTHWEST END OF A BEDROCK CUT AND ON THE
 KP0259'INSIDE OF A CURVE, 0.55 KM (0.35 MI) NORTHEAST OF MILEPOST 61,
 KP0259'12.2 METERS (40 FT) NORTHEAST OF THE HIGHWAY CENTERLINE AND 9.6 METERS
 KP0259'(31.5 FT) SOUTHEAST OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL FOR
 KP0259'A 24-INCH CORRUGATED METAL PIPE CULVERT.
 KP0259'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 KP0259'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0399 ***********************************************************************
 HP0399  DESIGNATION -  3 DOR
 HP0399  PID         -  HP0399
 HP0399  STATE/COUNTY-  NV/LINCOLN
 HP0399  USGS QUAD   -  WHITE RIVER NARROWS (1970)
 HP0399
 HP0399                         *CURRENT SURVEY CONTROL
 HP0399  ___________________________________________________________________
 HP0399* NAD 83(1986)-  37 45 48.     (N)    115 05 58.     (W)     SCALED    
 HP0399* NAVD 88     -      1306.524  (meters)    4286.49   (feet)  ADJUSTED  
 HP0399  ___________________________________________________________________
 HP0399  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 HP0399  DYNAMIC HT  -        1305.139 (meters)    4281.94  (feet)  COMP
 HP0399  MODELED GRAV-     979,525.1   (mgal)                       NAVD 88
 HP0399
 HP0399  VERT ORDER  -  SECOND    CLASS 0
 HP0399
 HP0399.The horizontal coordinates were scaled from a topographic map and have
 HP0399.an estimated accuracy of +/- 6 seconds.
 HP0399
 HP0399.The orthometric height was determined by differential leveling
 HP0399.and adjusted by the National Geodetic Survey in June 1991..
 HP0399
 HP0399.The geoid height was determined by GEOID03.
 HP0399
 HP0399.The dynamic height is computed by dividing the NAVD 88
 HP0399.geopotential number by the normal gravity value computed on the
 HP0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0399.degrees latitude (g = 980.6199 gals.).
 HP0399
 HP0399.The modeled gravity was interpolated from observed gravity values.
 HP0399
 HP0399;                    North         East    Units  Estimated Accuracy
 HP0399;SPC NV E     - 8,334,450.      242,630.      MT  (+/- 180 meters Scaled)
 HP0399
 HP0399                          SUPERSEDED SURVEY CONTROL
 HP0399
 HP0399  NGVD 29 (??/??/92) 1305.56   (m)         4283.3    (f) COMPUTED    2 0
 HP0399
 HP0399.Superseded values are not recommended for survey control.
 HP0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0399.See file dsdata.txt to determine how the superseded data were derived.
 HP0399
 HP0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB674812(NAD 83)
 HP0399_MARKER: DD = SURVEY DISK
 HP0399_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0399_SP_SET: COPPER-CLAD STEEL ROD
 HP0399_STAMPING: 3 DOR 1968 4283
 HP0399_MARK LOGO: USGS  
 HP0399_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0399+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0399
 HP0399  HISTORY     - Date     Condition        Report By
 HP0399  HISTORY     - 1968     MONUMENTED       USGS
 HP0399
 HP0399                          STATION DESCRIPTION
 HP0399
 HP0399'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0399'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 15.6 MILES NORTHEAST
 HP0399'ALONG HIGHWAY 38 TO A T-ROAD LEADING WEST, 100 FEET NORTH OF THE
 HP0399'T-ROAD WEST, 30 FEET EAST OF THE ROAD, 1.5 FEET WEST OF A WITNESS
 HP0399'SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE
 HP0399'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0574 ***********************************************************************
 JP0574  DESIGNATION -  3 DOR
 JP0574  PID         -  JP0574
 JP0574  STATE/COUNTY-  NV/LINCOLN
 JP0574  USGS QUAD   -  MILK RANCH SPRING (1978)
 JP0574
 JP0574                         *CURRENT SURVEY CONTROL
 JP0574  ___________________________________________________________________
 JP0574* NAD 83(1986)-  38 35 41.     (N)    114 40 44.     (W)     SCALED    
 JP0574* NAVD 88     -      1931.826  (meters)    6338.00   (feet)  ADJUSTED  
 JP0574  ___________________________________________________________________
 JP0574  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 JP0574  DYNAMIC HT  -        1929.675 (meters)    6330.94  (feet)  COMP
 JP0574  MODELED GRAV-     979,446.3   (mgal)                       NAVD 88
 JP0574
 JP0574  VERT ORDER  -  SECOND    CLASS 0
 JP0574
 JP0574.The horizontal coordinates were scaled from a topographic map and have
 JP0574.an estimated accuracy of +/- 6 seconds.
 JP0574
 JP0574.The orthometric height was determined by differential leveling
 JP0574.and adjusted by the National Geodetic Survey in August 1995..
 JP0574
 JP0574.The geoid height was determined by GEOID03.
 JP0574
 JP0574.The dynamic height is computed by dividing the NAVD 88
 JP0574.geopotential number by the normal gravity value computed on the
 JP0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0574.degrees latitude (g = 980.6199 gals.).
 JP0574
 JP0574.The modeled gravity was interpolated from observed gravity values.
 JP0574
 JP0574;                    North         East    Units  Estimated Accuracy
 JP0574;SPC NV E     - 8,427,000.      278,790.      MT  (+/- 180 meters Scaled)
 JP0574
 JP0574                          SUPERSEDED SURVEY CONTROL
 JP0574
 JP0574.No superseded survey control is available for this station.
 JP0574
 JP0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC021743(NAD 83)
 JP0574_MARKER: DD = SURVEY DISK
 JP0574_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0574_SP_SET: COPPER-CLAD STEEL ROD
 JP0574_STAMPING: 3 DOR 1971 6334
 JP0574_MARK LOGO: USGS  
 JP0574_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0574
 JP0574  HISTORY     - Date     Condition        Report By
 JP0574  HISTORY     - 1971     MONUMENTED       USGS
 JP0574
 JP0574                          STATION DESCRIPTION
 JP0574
 JP0574'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0574'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0574'HIGHWAY 93 TO A T-ROAD WEST, THENCE 1.8 MILES WEST, 33 FEET SOUTH OF
 JP0574'AND 2 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF A
 JP0574'WITNESS POST,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED
 JP0574'IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0446 ***********************************************************************
 KP0446  DESIGNATION -  3 DOR
 KP0446  PID         -  KP0446
 KP0446  STATE/COUNTY-  NV/WHITE PINE
 KP0446  USGS QUAD   -  CONNORS PASS (1993)
 KP0446
 KP0446                         *CURRENT SURVEY CONTROL
 KP0446  ___________________________________________________________________
 KP0446* NAD 83(1986)-  39 02 35.     (N)    114 37 50.     (W)     SCALED    
 KP0446* NAVD 88     -      2281.079  (meters)    7483.84   (feet)  ADJUSTED  
 KP0446  ___________________________________________________________________
 KP0446  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 KP0446  DYNAMIC HT  -        2278.445 (meters)    7475.20  (feet)  COMP
 KP0446  MODELED GRAV-     979,390.9   (mgal)                       NAVD 88
 KP0446
 KP0446  VERT ORDER  -  SECOND    CLASS 0
 KP0446
 KP0446.The horizontal coordinates were scaled from a topographic map and have
 KP0446.an estimated accuracy of +/- 6 seconds.
 KP0446
 KP0446.The orthometric height was determined by differential leveling
 KP0446.and adjusted by the National Geodetic Survey in August 1995..
 KP0446
 KP0446.The geoid height was determined by GEOID03.
 KP0446
 KP0446.The dynamic height is computed by dividing the NAVD 88
 KP0446.geopotential number by the normal gravity value computed on the
 KP0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0446.degrees latitude (g = 980.6199 gals.).
 KP0446
 KP0446.The modeled gravity was interpolated from observed gravity values.
 KP0446
 KP0446;                    North         East    Units  Estimated Accuracy
 KP0446;SPC NV E     - 8,476,810.      282,480.      MT  (+/- 180 meters Scaled)
 KP0446
 KP0446                          SUPERSEDED SURVEY CONTROL
 KP0446
 KP0446.No superseded survey control is available for this station.
 KP0446
 KP0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD050242(NAD 83)
 KP0446_MARKER: DD = SURVEY DISK
 KP0446_SETTING: 66 = SET IN ROCK OUTCROP
 KP0446_SP_SET: ROCK OUTCROP
 KP0446_STAMPING: 3 DOR 1973 7479
 KP0446_MARK LOGO: USGS  
 KP0446_MAGNETIC: N = NO MAGNETIC MATERIAL
 KP0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0446+STABILITY: POSITION/ELEVATION WELL
 KP0446
 KP0446  HISTORY     - Date     Condition        Report By
 KP0446  HISTORY     - 1973     MONUMENTED       USGS
 KP0446
 KP0446                          STATION DESCRIPTION
 KP0446
 KP0446'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 KP0446'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 23.2 MILES
 KP0446'SOUTHEAST ALONG U S HIGHWAY 6, 38 FEET NORTH OF AND 1.5 FEET HIGHER
 KP0446'THAN THE CENTERLINE OF THE HIGHWAY, 34 FEET EAST OF THE NORTH END OF
 KP0446'A 36-INCH CORRUGATED METAL PIPE CULVERT, IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0532 ***********************************************************************
 MU0532  DESIGNATION -  3 FMK
 MU0532  PID         -  MU0532
 MU0532  STATE/COUNTY-  NV/ELKO
 MU0532  USGS QUAD   -  SQUAW VALLEY RANCH (1965)
 MU0532
 MU0532                         *CURRENT SURVEY CONTROL
 MU0532  ___________________________________________________________________
 MU0532* NAD 83(1986)-  41 12 43.     (N)    116 41 49.     (W)     SCALED    
 MU0532* NAVD 88     -      1575.901  (meters)    5170.27   (feet)  POSTED    
 MU0532  ___________________________________________________________________
 MU0532  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 MU0532  DYNAMIC HT  -        1574.660 (meters)    5166.20  (feet)  COMP
 MU0532  MODELED GRAV-     979,780.7   (mgal)                       NAVD 88
 MU0532
 MU0532  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0532
 MU0532.The horizontal coordinates were scaled from a topographic map and have
 MU0532.an estimated accuracy of +/- 6 seconds.
 MU0532
 MU0532.The orthometric height was determined by differential leveling
 MU0532.and adjusted by the National Geodetic Survey in 1992..
 MU0532.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0532.rate of 0.0 thru 1.0 mm/km.
 MU0532
 MU0532.The geoid height was determined by GEOID03.
 MU0532
 MU0532.The dynamic height is computed by dividing the NAVD 88
 MU0532.geopotential number by the normal gravity value computed on the
 MU0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0532.degrees latitude (g = 980.6199 gals.).
 MU0532
 MU0532.The modeled gravity was interpolated from observed gravity values.
 MU0532
 MU0532;                    North         East    Units  Estimated Accuracy
 MU0532;SPC NV E     - 8,717,780.      106,620.      MT  (+/- 180 meters Scaled)
 MU0532
 MU0532                          SUPERSEDED SURVEY CONTROL
 MU0532
 MU0532  NGVD 29 (??/??/92) 1574.84   (m)         5166.8    (f) COMPUTED    2 0
 MU0532
 MU0532.Superseded values are not recommended for survey control.
 MU0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0532.See file dsdata.txt to determine how the superseded data were derived.
 MU0532
 MU0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF254623(NAD 83)
 MU0532_MARKER: DD = SURVEY DISK
 MU0532_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0532_SP_SET: COPPER-CLAD STEEL ROD
 MU0532_STAMPING: 3 FMK 1973 5167
 MU0532_MARK LOGO: USGS  
 MU0532_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0532+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0532
 MU0532  HISTORY     - Date     Condition        Report By
 MU0532  HISTORY     - 1973     MONUMENTED       USGS
 MU0532
 MU0532                          STATION DESCRIPTION
 MU0532
 MU0532'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0532'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 5.2
 MU0532'MILES EAST ALONG GRAVEL ROAD TO A FENCE CORNER, 81 FEET SOUTHEAST OF
 MU0532'THE CENTERLINE OF THE ROAD AT A CULVERT, 36 FEET EAST OF THE FENCE
 MU0532'CORNER, 32 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A
 MU0532'FENCE LINE, SET ON A COPPER-COATED ROD ENCASED IN BLACK FIBER PIPE
 MU0532'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1454 ***********************************************************************
 KR1454  DESIGNATION -  3 HJH
 KR1454  PID         -  KR1454
 KR1454  STATE/COUNTY-  NV/WASHOE
 KR1454  USGS QUAD   -  NIXON (1986)
 KR1454
 KR1454                         *CURRENT SURVEY CONTROL
 KR1454  ___________________________________________________________________
 KR1454* NAD 83(1999)-  39 49 13.00632(N)    119 21 44.52386(W)     ADJUSTED  
 KR1454* NAVD 88     -      1205.577  (meters)    3955.30   (feet)  ADJUSTED  
 KR1454  ___________________________________________________________________
 KR1454  EPOCH DATE  -        1999.37
 KR1454  X           -  -2,405,770.925 (meters)                     COMP
 KR1454  Y           -  -4,276,120.135 (meters)                     COMP
 KR1454  Z           -   4,063,435.877 (meters)                     COMP
 KR1454  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 KR1454  ELLIP HEIGHT-        1181.68  (meters)          (05/16/00) GPS OBS
 KR1454  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 KR1454  DYNAMIC HT  -        1204.553 (meters)    3951.94  (feet)  COMP
 KR1454  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 KR1454
 KR1454  HORZ ORDER  -  A
 KR1454  VERT ORDER  -  SECOND    CLASS 0
 KR1454  ELLP ORDER  -  FOURTH    CLASS I
 KR1454
 KR1454.The horizontal coordinates were established by GPS observations
 KR1454.and adjusted by the National Geodetic Survey in May 2000..
 KR1454.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KR1454.DATUM ITEM on the data sheet items page.
 KR1454.The horizontal coordinates are valid at the epoch date displayed above.
 KR1454.The epoch date for horizontal control is a decimal equivalence
 KR1454.of Year/Month/Day.
 KR1454
 KR1454.The orthometric height was determined by differential leveling
 KR1454.and adjusted by the National Geodetic Survey in June 1991..
 KR1454
 KR1454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KR1454
 KR1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1454
 KR1454.The ellipsoidal height was determined by GPS observations
 KR1454.and is referenced to NAD 83.
 KR1454
 KR1454.The geoid height was determined by GEOID03.
 KR1454
 KR1454.The dynamic height is computed by dividing the NAVD 88
 KR1454.geopotential number by the normal gravity value computed on the
 KR1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1454.degrees latitude (g = 980.6199 gals.).
 KR1454
 KR1454.The modeled gravity was interpolated from observed gravity values.
 KR1454
 KR1454;                    North         East     Units Scale Factor Converg.
 KR1454;SPC NV W     - 4,562,949.902   733,307.468   MT  0.99995474   -0 29 56.0
 KR1454;SPC NV W     -14,970,278.14  2,405,859.58   sFT  0.99995474   -0 29 56.0
 KR1454;UTM  11      - 4,410,480.409   297,810.916   MT  1.00010331   -1 30 48.0
 KR1454
 KR1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1454!SPC NV W     -   0.99981465  x   0.99995474  =   0.99976940
 KR1454!UTM  11      -   0.99981465  x   1.00010331  =   0.99991794
 KR1454
 KR1454                          SUPERSEDED SURVEY CONTROL
 KR1454
 KR1454  NAVD 88 (05/16/00) 1205.58   (m)         3955.3    (f) LEVELING    3  
 KR1454  NGVD 29 (??/??/92) 1204.571  (m)         3952.00   (f) ADJ UNCH    2 0
 KR1454
 KR1454.Superseded values are not recommended for survey control.
 KR1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1454.See file dsdata.txt to determine how the superseded data were derived.
 KR1454
 KR1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE9781110480(NAD 83)
 KR1454_MARKER: DD = SURVEY DISK
 KR1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1454_SP_SET: CONCRETE POST
 KR1454_STAMPING: 3 HJH 1962 3952
 KR1454_MARK LOGO: USGS  
 KR1454_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1454+STABILITY: SURFACE MOTION
 KR1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1454+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 KR1454
 KR1454  HISTORY     - Date     Condition        Report By
 KR1454  HISTORY     - 1962     MONUMENTED       USGS
 KR1454  HISTORY     - 19991004 GOOD             SUMMIT
 KR1454
 KR1454                          STATION DESCRIPTION
 KR1454
 KR1454'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1454'1.3 KM (0.80 MI) SOUTH FROM NIXON.
 KR1454'0.8 MILES SOUTH OF NIXON ALONG STATE HIGHWAY 34, AT A T - ROAD
 KR1454'JUNCTION TO A ROAD LEADING WEST TOWARD SUTCLIFF ON PYRAMID LAKE,
 KR1454'90 FEET EAST OF THE CENTERLINES AND ON THE PRODUCED CENTERLINE OF THE
 KR1454'T - ROAD.
 KR1454'THE MARK IS 3.0 FT  N FROM  A WITNESS POST
 KR1454
 KR1454                          STATION RECOVERY (1999)
 KR1454
 KR1454'RECOVERY NOTE BY SUMMIT ENGINEERING 1999 (LFG)
 KR1454'THE STATION WAS RECOVERED BY SUMMIT ENGINEERING MAY 8TH, 1999.  TO
 KR1454'REACH THE STATION FROM THE JUNCTION OF I 80 AND HWY 395 IN RENO GO
 KR1454'WEST ON I 80 FOR APPROXIMATELY 28 MILES (45.1 KM) TO THE WADSWORTH
 KR1454'EXIT NUMBER 43 AND HIGHWAY 427.  GO NORTH ON HIGHWAY 427 FOR 14.8
 KR1454'MILES (23.8 KM) TO THE INTERSECTION OF STATE ROUTE 446 (NIXON SUTCLIFF
 KR1454'ROAD) AND THE STATION ON THE RIGHT.  THE STATION IS 90 FEET (27.4 M)
 KR1454'SOUTHEAST OF THE CENTERLINE OF HWY 427 ON A PROJECTION OF THE
 KR1454'CENTERLINE OF HWY 446.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0573 ***********************************************************************
 JQ0573  DESIGNATION -  3 JCO ET
 JQ0573  PID         -  JQ0573
 JQ0573  STATE/COUNTY-  NV/NYE
 JQ0573  USGS QUAD   -  WARM SPRINGS NW (1968)
 JQ0573
 JQ0573                         *CURRENT SURVEY CONTROL
 JQ0573  ___________________________________________________________________
 JQ0573* NAD 83(1994)-  38 11 22.25605(N)    116 25 18.23585(W)     ADJUSTED  
 JQ0573* NAVD 88     -      2284.7    (meters)    7496.     (feet)  VERTCON   
 JQ0573  ___________________________________________________________________
 JQ0573  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 JQ0573  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 JQ0573
 JQ0573  HORZ ORDER  -  SECOND
 JQ0573
 JQ0573.The horizontal coordinates were established by classical geodetic methods
 JQ0573.and adjusted by the National Geodetic Survey in June 1998..
 JQ0573
 JQ0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0573
 JQ0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0573
 JQ0573.The geoid height was determined by GEOID03.
 JQ0573
 JQ0573;                    North         East     Units Scale Factor Converg.
 JQ0573;SPC NV C     - 6,381,665.776   521,455.587   MT  0.99990567   +0 09 05.2
 JQ0573;SPC NV C     -20,937,181.80  1,710,808.87   sFT  0.99990567   +0 09 05.2
 JQ0573;SPC NV E     - 8,381,969.649   126,557.997   MT  0.99996641   -0 31 06.2
 JQ0573;SPC NV E     -27,499,845.42    415,215.70   sFT  0.99996641   -0 31 06.2
 JQ0573;UTM  11      - 4,227,000.503   550,639.640   MT  0.99963158   +0 21 27.1
 JQ0573
 JQ0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0573!SPC NV C     -   0.99964543  x   0.99990567  =   0.99955114
 JQ0573!SPC NV E     -   0.99964543  x   0.99996641  =   0.99961185
 JQ0573!UTM  11      -   0.99964543  x   0.99963158  =   0.99927714
 JQ0573
 JQ0573|---------------------------------------------------------------------|
 JQ0573| PID    Reference Object                     Distance      Geod. Az  |
 JQ0573|                                                           dddmmss.s |
 JQ0573| DD5827 3 JCO ET RM 2                        15.565 METERS 07620     |
 JQ0573| JQ0042 H 184                               APPROX. 7.7 KM 0865105.6 |
 JQ0573| DD5826 3 JCO ET RM 1                        24.554 METERS 35512     |
 JQ0573|---------------------------------------------------------------------|
 JQ0573
 JQ0573                          SUPERSEDED SURVEY CONTROL
 JQ0573
 JQ0573  NAD 83(1986)-  38 11 22.25267(N)    116 25 18.24203(W) AD(       ) 2
 JQ0573  NAD 27      -  38 11 22.49384(N)    116 25 15.03282(W) AD(       ) 2
 JQ0573  NGVD 29 (07/19/86) 2283.5    (m)         7492.     (f) VERT ANG       
 JQ0573
 JQ0573.Superseded values are not recommended for survey control.
 JQ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0573.See file dsdata.txt to determine how the superseded data were derived.
 JQ0573
 JQ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC5064027001(NAD 83)
 JQ0573_MARKER: DD = SURVEY DISK
 JQ0573_SETTING: 0 = UNSPECIFIED SETTING
 JQ0573
 JQ0573  HISTORY     - Date     Condition        Report By
 JQ0573  HISTORY     - 1967     MONUMENTED       USGS
 JQ0573
 JQ0573                          STATION DESCRIPTION
 JQ0573
 JQ0573'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JAB)
 JQ0573'LOCATED ABOUT 7 MI. S. OF RAWHIDE MOUNTAIN.  ABOUT
 JQ0573'2.6 MI. W. OF WARM SPRINGS, NEVADA.  ABOUT 1.2 MI. N. OF
 JQ0573'U.S. HIGHWAY 6.  ABOUT 0.8 MI. NW. OF A MICRO-WAVE
 JQ0573'STATION.  ABOUT 1300 FT. SW. OF A TELEPHONE REPEATER STATION
 JQ0573'(TWO TELEPHONE POLES AND A HOUSE TRAILER) AND ABOUT 280
 JQ0573'FT. S. OF THE HIGH POINT OF RIDGE, AT THE S. END OF THE HOT
 JQ0573'CREEK RANGE.
 JQ0573'
 JQ0573'TO REACH (4-WHEEL DRIVE REQUIRED) FROM WARM SPRINGS, NEVADA
 JQ0573'DRIVE S. AND W. ALONG U.S. HIGHWAY 6 FOR 3.7 MI. TO BULLDOZED
 JQ0573'DIRT RD. LEADING TO A TELEPHONE REPEATER STATION.  TURN RIGHT
 JQ0573'OFF HIGHWAY AND FOLLOW DIRT RD. NW. AND THEN GENERALLY N. FOR
 JQ0573'2.4 MI. TO TOP OF RIDGE.  CONTINUE FOLLOWING DIRT RD. S. ALONG
 JQ0573'RIDGE FOR 0.7 MI. TO A SMALL SADDLE.  TURN RIGHT OFF DIRT
 JQ0573'RD. AND FOLLOW RIDGE S. FOR 0.2 MI. TO STATION.
 JQ0573'
 JQ0573'STATION MARK--A STANDARD USGS TABLET STAMPED ET 3 JCO ON TOP
 JQ0573'OF A COPPER-COATED ROD FLUSH WITH THE GROUND.  TABLET IS
 JQ0573'SURROUNDED BY A 6-1/2 IN. PLASTIC PIPE WHICH PROJECTS 0.1 FT.
 JQ0573'
 JQ0573'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 JQ0573'STAMPED NO 1 1967 SET IN A LARGE BOULDER PROJECTING 3/4 FT.
 JQ0573'
 JQ0573'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 JQ0573'STAMPED NO 2 1967 CEMENTED IN A ROCK OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1561 ***********************************************************************
 KR1561  DESIGNATION -  3 JD
 KR1561  PID         -  KR1561
 KR1561  STATE/COUNTY-  NV/CHURCHILL
 KR1561  USGS QUAD   -  TELEPHONE WELL (1986)
 KR1561
 KR1561                         *CURRENT SURVEY CONTROL
 KR1561  ___________________________________________________________________
 KR1561* NAD 83(1994)-  39 52 36.88109(N)    119 02 46.25238(W)     ADJUSTED  
 KR1561* NAVD 88     -      1298.97   (+/-2cm)    4261.7    (feet)  VERTCON   
 KR1561  ___________________________________________________________________
 KR1561  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 KR1561  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 KR1561
 KR1561  HORZ ORDER  -  SECOND
 KR1561  VERT ORDER  -  THIRD ? (See Below)
 KR1561
 KR1561.The horizontal coordinates were established by classical geodetic methods
 KR1561.and adjusted by the National Geodetic Survey in June 1998..
 KR1561
 KR1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1561.The vertical order pertains to the NGVD 29 superseded value.
 KR1561
 KR1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1561
 KR1561.The geoid height was determined by GEOID03.
 KR1561
 KR1561;                    North         East     Units Scale Factor Converg.
 KR1561;SPC NV W     - 4,569,049.378   760,408.640   MT  0.99991929   -0 17 48.3
 KR1561;SPC NV W     -14,990,289.50  2,494,774.01   sFT  0.99991929   -0 17 48.3
 KR1561;UTM  11      - 4,416,099.458   325,018.683   MT  0.99997695   -1 18 44.0
 KR1561
 KR1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1561!SPC NV W     -   0.99979997  x   0.99991929  =   0.99971927
 KR1561!UTM  11      -   0.99979997  x   0.99997695  =   0.99977692
 KR1561
 KR1561                          SUPERSEDED SURVEY CONTROL
 KR1561
 KR1561  NAD 83(1992)-  39 52 36.88371(N)    119 02 46.24244(W) AD(       ) 2
 KR1561  NAD 83(1986)-  39 52 36.88493(N)    119 02 46.24388(W) AD(       ) 2
 KR1561  NAD 27      -  39 52 37.21196(N)    119 02 42.65401(W) AD(       ) 2
 KR1561  NGVD 29 (07/19/86) 1298.01   (m)         4258.6    (f) LEVELING    3  
 KR1561
 KR1561.Superseded values are not recommended for survey control.
 KR1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1561.See file dsdata.txt to determine how the superseded data were derived.
 KR1561
 KR1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE2501916099(NAD 83)
 KR1561_MARKER: Z = SEE DESCRIPTION
 KR1561_SETTING: 0 = UNSPECIFIED SETTING
 KR1561
 KR1561  HISTORY     - Date     Condition        Report By
 KR1561  HISTORY     - 1974     MONUMENTED       USGS
 KR1561
 KR1561                          STATION DESCRIPTION
 KR1561
 KR1561'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 KR1561'MARK IS A USGS BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 KR1561'POST.  IT IS STAMPED 3 JD 1956 4258 AND LOCATED 48 FEET EAST OF
 KR1561'THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0642 ***********************************************************************
 GS0642  DESIGNATION -  3 JD
 GS0642  PID         -  GS0642
 GS0642  STATE/COUNTY-  NV/NYE
 GS0642  USGS QUAD   -  CRATER FLAT (1986)
 GS0642
 GS0642                         *CURRENT SURVEY CONTROL
 GS0642  ___________________________________________________________________
 GS0642* NAD 83(1986)-  36 47 41.     (N)    116 36 30.     (W)     SCALED    
 GS0642* NAVD 88     -       939.367  (meters)    3081.91   (feet)  ADJUSTED  
 GS0642  ___________________________________________________________________
 GS0642  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 GS0642  DYNAMIC HT  -         938.376 (meters)    3078.66  (feet)  COMP
 GS0642  MODELED GRAV-     979,545.8   (mgal)                       NAVD 88
 GS0642
 GS0642  VERT ORDER  -  FIRST     CLASS I
 GS0642
 GS0642.The horizontal coordinates were scaled from a topographic map and have
 GS0642.an estimated accuracy of +/- 6 seconds.
 GS0642
 GS0642.The orthometric height was determined by differential leveling
 GS0642.and adjusted by the National Geodetic Survey in May 2004..
 GS0642
 GS0642.The geoid height was determined by GEOID03.
 GS0642
 GS0642.The dynamic height is computed by dividing the NAVD 88
 GS0642.geopotential number by the normal gravity value computed on the
 GS0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0642.degrees latitude (g = 980.6199 gals.).
 GS0642
 GS0642.The modeled gravity was interpolated from observed gravity values.
 GS0642
 GS0642;                    North         East    Units  Estimated Accuracy
 GS0642;SPC NV C     - 6,226,850.      505,210.      MT  (+/- 180 meters Scaled)
 GS0642
 GS0642                          SUPERSEDED SURVEY CONTROL
 GS0642
 GS0642  NAVD 88 (??/??/92)  939.369  (m)         3081.91   (f) UNKNOWN     3 0
 GS0642  NGVD 29 (05/01/91)  938.486  (m)         3079.02   (f) ADJUSTED    1 1
 GS0642
 GS0642.Superseded values are not recommended for survey control.
 GS0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0642.See file dsdata.txt to determine how the superseded data were derived.
 GS0642
 GS0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA349721(NAD 83)
 GS0642_MARKER: DB = BENCH MARK DISK
 GS0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0642_SP_SET: CONCRETE POST
 GS0642_STAMPING: 3 JD 1952 3079
 GS0642_MARK LOGO: USGS  
 GS0642_PROJECTION: PROJECTING 20 CENTIMETERS
 GS0642_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0642+STABILITY: SURFACE MOTION
 GS0642
 GS0642  HISTORY     - Date     Condition        Report By
 GS0642  HISTORY     - 1952     MONUMENTED       USGS
 GS0642  HISTORY     - 1983     GOOD             USGS
 GS0642  HISTORY     - 1986     GOOD             USGS
 GS0642  HISTORY     - 1988     GOOD             USGS
 GS0642  HISTORY     - 19901206 GOOD             USGS
 GS0642  HISTORY     - 19921203 GOOD             USGS
 GS0642  HISTORY     - 19941216 GOOD             USGS
 GS0642
 GS0642                          STATION DESCRIPTION
 GS0642
 GS0642'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0642'29.5 KM (18.30 MI) SE FROM BEATTY.
 GS0642'NEW DESCRIPTION AS FOLLOWS.  IN BEATTY, NEVADA, FROM THE INTERSECTION
 GS0642'OF U.S.HIGHWAY 95 AND STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S.
 GS0642'HIGHWAY 95 FOR 14.O MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE
 GS0642'4.3 MILES, 40 FEET EAST OF THE CENTERLINE OF THE ROAD.
 GS0642
 GS0642                          STATION RECOVERY (1986)
 GS0642
 GS0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0642'RECOVERED IN GOOD CONDITION.
 GS0642
 GS0642                          STATION RECOVERY (1988)
 GS0642
 GS0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0642'RECOVERED IN GOOD CONDITION.
 GS0642
 GS0642                          STATION RECOVERY (1990)
 GS0642
 GS0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 GS0642'NEW DESCRIPTION AS FOLLOWS.  IN BEATTY, NEVADA, FROM THE INTERSECTION
 GS0642'OF U.S. HIGHWAY 95 AND STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG
 GS0642'U.S. HIGHWAY 95 FOR 14.O MILES, TURN NORTHERLY ONTO A GRADED ROAD,
 GS0642'THENCE 4.3 MILES, 40 FEET EAST OF THE CENTERLINE OF THE ROAD.
 GS0642
 GS0642                          STATION RECOVERY (1992)
 GS0642
 GS0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0642'NEW DESCRIPTION AS FOLLOWS.  IN BEATTY, NEVADA, FROM THE INTERSECTION
 GS0642'OF U.S. HIGHWAY 95 AND STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG
 GS0642'U.S. HIGHWAY 95 FOR 14.0 MILES (22.5 KM), TURN NORTHERLY ONTO A
 GS0642'GRADED ROAD, THENCE 4.3 MILES (6.9 KM), 40 FEET (12.2 M) EAST OF THE
 GS0642'CENTERLINE OF THE ROAD.
 GS0642
 GS0642                          STATION RECOVERY (1994)
 GS0642
 GS0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0642'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0457 ***********************************************************************
 MV0457  DESIGNATION -  3 LRC
 MV0457  PID         -  MV0457
 MV0457  STATE/COUNTY-  NV/HUMBOLDT
 MV0457  USGS QUAD   -  BATTLE CREEK RANCH (1982)
 MV0457
 MV0457                         *CURRENT SURVEY CONTROL
 MV0457  ___________________________________________________________________
 MV0457* NAD 83(1986)-  41 29 56.     (N)    118 46 21.     (W)     SCALED    
 MV0457* NAVD 88     -      1258.522  (meters)    4129.00   (feet)  ADJUSTED  
 MV0457  ___________________________________________________________________
 MV0457  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 MV0457  DYNAMIC HT  -        1257.663 (meters)    4126.18  (feet)  COMP
 MV0457  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 MV0457
 MV0457  VERT ORDER  -  SECOND    CLASS 0
 MV0457
 MV0457.The horizontal coordinates were scaled from a topographic map and have
 MV0457.an estimated accuracy of +/- 6 seconds.
 MV0457
 MV0457.The orthometric height was determined by differential leveling
 MV0457.and adjusted by the National Geodetic Survey in June 1991..
 MV0457
 MV0457.The geoid height was determined by GEOID03.
 MV0457
 MV0457.The dynamic height is computed by dividing the NAVD 88
 MV0457.geopotential number by the normal gravity value computed on the
 MV0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0457.degrees latitude (g = 980.6199 gals.).
 MV0457
 MV0457.The modeled gravity was interpolated from observed gravity values.
 MV0457
 MV0457;                    North         East    Units  Estimated Accuracy
 MV0457;SPC NV W     - 4,749,060.      784,210.      MT  (+/- 180 meters Scaled)
 MV0457
 MV0457                          SUPERSEDED SURVEY CONTROL
 MV0457
 MV0457  NGVD 29 (??/??/92) 1257.48   (m)         4125.6    (f) COMPUTED    2 0
 MV0457
 MV0457.Superseded values are not recommended for survey control.
 MV0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0457.See file dsdata.txt to determine how the superseded data were derived.
 MV0457
 MV0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF520956(NAD 83)
 MV0457_MARKER: DD = SURVEY DISK
 MV0457_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0457_SP_SET: COPPER-CLAD STEEL ROD
 MV0457_STAMPING: 3 LRC 1972 4126
 MV0457_MARK LOGO: USGS  
 MV0457_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0457+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0457
 MV0457  HISTORY     - Date     Condition        Report By
 MV0457  HISTORY     - 1972     MONUMENTED       USGS
 MV0457
 MV0457                          STATION DESCRIPTION
 MV0457
 MV0457'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0457'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0457'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0457'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0457'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0457'ALONG TRACK ROAD, THENCE 18.1 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0457'TO A PROMINENT Y-ROAD, 3.0 MILES WEST-SOUTHWEST OF LEONARD CREEK
 MV0457'RANCH, 64 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AT A CURVE FROM
 MV0457'SOUTH TO NORTHWEST, 2 FEET NORTHEAST OF A WITNESS POST AND IN
 MV0457'ALIGNMENT OF ROAD NORTHEAST TO LEONARD CREEK RANCH, ENCASED IN
 MV0457'DRAINPIPE CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0428 ***********************************************************************
 HP0428  DESIGNATION -  3 LRC
 HP0428  PID         -  HP0428
 HP0428  STATE/COUNTY-  NV/LINCOLN
 HP0428  USGS QUAD   -  SCARECROW PEAK (1973)
 HP0428
 HP0428                         *CURRENT SURVEY CONTROL
 HP0428  ___________________________________________________________________
 HP0428* NAD 83(1986)-  37 09 59.     (N)    114 05 17.     (W)     SCALED    
 HP0428* NAVD 88     -      1020.110  (meters)    3346.81   (feet)  POSTED    
 HP0428  ___________________________________________________________________
 HP0428  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 HP0428  DYNAMIC HT  -        1019.080 (meters)    3343.43  (feet)  COMP
 HP0428  MODELED GRAV-     979,582.1   (mgal)                       NAVD 88
 HP0428
 HP0428  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0428
 HP0428.The horizontal coordinates were scaled from a topographic map and have
 HP0428.an estimated accuracy of +/- 6 seconds.
 HP0428
 HP0428.The orthometric height was determined by differential leveling
 HP0428.and adjusted by the National Geodetic Survey in 1992..
 HP0428.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0428.rate of 1.1 thru 2.0 mm/km.
 HP0428
 HP0428.The geoid height was determined by GEOID03.
 HP0428
 HP0428.The dynamic height is computed by dividing the NAVD 88
 HP0428.geopotential number by the normal gravity value computed on the
 HP0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0428.degrees latitude (g = 980.6199 gals.).
 HP0428
 HP0428.The modeled gravity was interpolated from observed gravity values.
 HP0428
 HP0428;                    North         East    Units  Estimated Accuracy
 HP0428;SPC NV E     - 8,269,140.      332,800.      MT  (+/- 180 meters Scaled)
 HP0428
 HP0428                          SUPERSEDED SURVEY CONTROL
 HP0428
 HP0428.No superseded survey control is available for this station.
 HP0428
 HP0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB585173(NAD 83)
 HP0428_MARKER: DD = SURVEY DISK
 HP0428_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0428_SP_SET: COPPER-CLAD STEEL ROD
 HP0428_STAMPING: 3 LRC 1973 3344
 HP0428_MARK LOGO: USGS  
 HP0428_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0428+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0428
 HP0428  HISTORY     - Date     Condition        Report By
 HP0428  HISTORY     - 1973     MONUMENTED       USGS
 HP0428
 HP0428                          STATION DESCRIPTION
 HP0428
 HP0428'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0428'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0428'MILES NORTH ALONG A GRAVEL ROAD, THENCE 24.2 MILES EASTERLY ALONG THE
 HP0428'BLM ROAD TO A Y-ROAD UP A DRAIN, 51 FEET SOUTHWEST OF THE POINT OF A
 HP0428'Y-INTERSECTION, 38 FEET SOUTH AND 5.5 FEET HIGHER THAN THE MAIN ROAD,
 HP0428'ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 HP0428'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0751 ***********************************************************************
 GS0751  DESIGNATION -  3 PDI
 GS0751  PID         -  GS0751
 GS0751  STATE/COUNTY-  NV/NYE
 GS0751  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0751
 GS0751                         *CURRENT SURVEY CONTROL
 GS0751  ___________________________________________________________________
 GS0751* NAD 83(1986)-  36 41 00.     (N)    116 08 45.     (W)     SCALED    
 GS0751* NAVD 88     -      1114.254  (meters)    3655.68   (feet)  ADJUSTED  
 GS0751  ___________________________________________________________________
 GS0751  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 GS0751  DYNAMIC HT  -        1113.052 (meters)    3651.74  (feet)  COMP
 GS0751  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 GS0751
 GS0751  VERT ORDER  -  FIRST     CLASS I
 GS0751
 GS0751.The horizontal coordinates were scaled from a topographic map and have
 GS0751.an estimated accuracy of +/- 6 seconds.
 GS0751
 GS0751.The orthometric height was determined by differential leveling
 GS0751.and adjusted by the National Geodetic Survey in May 2004..
 GS0751
 GS0751.The geoid height was determined by GEOID03.
 GS0751
 GS0751.The dynamic height is computed by dividing the NAVD 88
 GS0751.geopotential number by the normal gravity value computed on the
 GS0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0751.degrees latitude (g = 980.6199 gals.).
 GS0751
 GS0751.The modeled gravity was interpolated from observed gravity values.
 GS0751
 GS0751;                    North         East    Units  Estimated Accuracy
 GS0751;SPC NV C     - 6,214,620.      546,550.      MT  (+/- 180 meters Scaled)
 GS0751
 GS0751                          SUPERSEDED SURVEY CONTROL
 GS0751
 GS0751  NAVD 88 (??/??/92) 1114.262  (m)         3655.71   (f) UNKNOWN     3 0
 GS0751  NGVD 29 (05/01/91) 1113.387  (m)         3652.84   (f) ADJUSTED    1 1
 GS0751
 GS0751.Superseded values are not recommended for survey control.
 GS0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0751.See file dsdata.txt to determine how the superseded data were derived.
 GS0751
 GS0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA763600(NAD 83)
 GS0751_MARKER: DB = BENCH MARK DISK
 GS0751_SETTING: 0 = UNSPECIFIED SETTING
 GS0751_STAMPING: 3 PDI 1986
 GS0751_MARK LOGO: USGS  
 GS0751_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0751
 GS0751  HISTORY     - Date     Condition        Report By
 GS0751  HISTORY     - 1986     MONUMENTED       USGS
 GS0751  HISTORY     - 1988     GOOD             USGS
 GS0751  HISTORY     - 19910620 GOOD             USGS
 GS0751  HISTORY     - 19930322 GOOD             USGS
 GS0751  HISTORY     - 19950331 GOOD             USGS
 GS0751
 GS0751                          STATION DESCRIPTION
 GS0751
 GS0751'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0751'15.4 KM (9.60 MI) NW FROM MERCURY.
 GS0751'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0751'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0751'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 9.6 MILES, AT A CURVE ON
 GS0751'THE TOP OF A SMALL RISE, 130 FEET NORTH OF THE HIGHWAY.
 GS0751'THE MARK IS 2 FT  W FROM  A ROCK CAIRN
 GS0751
 GS0751                          STATION RECOVERY (1988)
 GS0751
 GS0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0751'RECOVERED IN GOOD CONDITION.
 GS0751
 GS0751                          STATION RECOVERY (1991)
 GS0751
 GS0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0751'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0751'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0751'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 9.6 MILES, AT A CURVE ON
 GS0751'THE TOP OF A SMALL RISE, 130 FEET NORTH OF THE HIGHWAY.
 GS0751
 GS0751                          STATION RECOVERY (1993)
 GS0751
 GS0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0751'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0751'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0751'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 9.6 MILES
 GS0751'(15.4 KM), AT A CURVE ON THE TOP OF A SMALL RISE, 130 FEET (39.6 M)
 GS0751'NORTH OF THE HIGHWAY.
 GS0751
 GS0751                          STATION RECOVERY (1995)
 GS0751
 GS0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0751'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1122 ***********************************************************************
 KR1122  DESIGNATION -  3 RESET
 KR1122  PID         -  KR1122
 KR1122  STATE/COUNTY-  NV/DOUGLAS
 KR1122  USGS QUAD   -  GENOA (1994)
 KR1122
 KR1122                         *CURRENT SURVEY CONTROL
 KR1122  ___________________________________________________________________
 KR1122* NAD 83(1986)-  39 02 49.     (N)    119 46 48.     (W)     SCALED    
 KR1122* NAVD 88     -      1420.94   (+/-2cm)    4661.9    (feet)  VERTCON   
 KR1122  ___________________________________________________________________
 KR1122  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 KR1122
 KR1122  VERT ORDER  -  THIRD (See Below)
 KR1122
 KR1122.The horizontal coordinates were scaled from a topographic map and have
 KR1122.an estimated accuracy of +/- 6 seconds.
 KR1122
 KR1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1122.The vertical order pertains to the NGVD 29 superseded value.
 KR1122
 KR1122.The geoid height was determined by GEOID03.
 KR1122
 KR1122;                    North         East    Units  Estimated Accuracy
 KR1122;SPC NV W     - 4,477,490.      696,410.      MT  (+/- 180 meters Scaled)
 KR1122
 KR1122                          SUPERSEDED SURVEY CONTROL
 KR1122
 KR1122  NGVD 29 (07/31/00) 1419.82   (m)         4658.2    (f) RESET       3  
 KR1122
 KR1122.Superseded values are not recommended for survey control.
 KR1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1122.See file dsdata.txt to determine how the superseded data were derived.
 KR1122
 KR1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD594256(NAD 83)
 KR1122_MARKER: DD = SURVEY DISK
 KR1122_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KR1122_SP_SET: BRIDGE RAIL
 KR1122_STAMPING: 3 RESET 1968
 KR1122_MARK LOGO: NONE  
 KR1122_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1122
 KR1122  HISTORY     - Date     Condition        Report By
 KR1122  HISTORY     - 1968     MONUMENTED       NVDH
 KR1122  HISTORY     - 1969     GOOD             NVDH
 KR1122  HISTORY     - 19860424 GOOD             LOCENG
 KR1122
 KR1122                          STATION DESCRIPTION
 KR1122
 KR1122'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1969
 KR1122'6.9 MI N FROM MINDEN.
 KR1122'ABOUT 6.9 MILES NORTH ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR1122'MINDEN, ABOUT 8.1 MILES SOUTH OF THE STATE CAPITOL AT CARSON CITY,
 KR1122'LOCATED IN THE TOP OF THE SOUTHWEST WINGWALL OF STRUCTURE NO. B-1262,
 KR1122'23 FEET LEFT OF HIGHWAY STATION L 261 + 88.5 AND ABOUT 2.5 FEET ABOVE
 KR1122'THE HIGHWAY.
 KR1122
 KR1122                          STATION RECOVERY (1986)
 KR1122
 KR1122'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1986
 KR1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0638 ***********************************************************************
 GS0638  DESIGNATION -  3 TJS
 GS0638  PID         -  GS0638
 GS0638  STATE/COUNTY-  NV/NYE
 GS0638  USGS QUAD   -  CRATER FLAT (1986)
 GS0638
 GS0638                         *CURRENT SURVEY CONTROL
 GS0638  ___________________________________________________________________
 GS0638* NAD 83(1986)-  36 45 37.     (N)    116 37 32.     (W)     SCALED    
 GS0638* NAVD 88     -       904.882  (meters)    2968.77   (feet)  ADJUSTED  
 GS0638  ___________________________________________________________________
 GS0638  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 GS0638  DYNAMIC HT  -         903.963 (meters)    2965.75  (feet)  COMP
 GS0638  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 GS0638
 GS0638  VERT ORDER  -  FIRST     CLASS I
 GS0638
 GS0638.The horizontal coordinates were scaled from a topographic map and have
 GS0638.an estimated accuracy of +/- 6 seconds.
 GS0638
 GS0638.The orthometric height was determined by differential leveling
 GS0638.and adjusted by the National Geodetic Survey in May 2004..
 GS0638
 GS0638.The geoid height was determined by GEOID03.
 GS0638
 GS0638.The dynamic height is computed by dividing the NAVD 88
 GS0638.geopotential number by the normal gravity value computed on the
 GS0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0638.degrees latitude (g = 980.6199 gals.).
 GS0638
 GS0638.The modeled gravity was interpolated from observed gravity values.
 GS0638
 GS0638;                    North         East    Units  Estimated Accuracy
 GS0638;SPC NV C     - 6,223,030.      503,670.      MT  (+/- 180 meters Scaled)
 GS0638
 GS0638                          SUPERSEDED SURVEY CONTROL
 GS0638
 GS0638  NAVD 88 (??/??/92)  904.881  (m)         2968.76   (f) UNKNOWN     3 0
 GS0638  NGVD 29 (05/01/91)  904.037  (m)         2965.99   (f) ADJUSTED    1 1
 GS0638
 GS0638.Superseded values are not recommended for survey control.
 GS0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0638.See file dsdata.txt to determine how the superseded data were derived.
 GS0638
 GS0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA334683(NAD 83)
 GS0638_MARKER: DB = BENCH MARK DISK
 GS0638_SETTING: 66 = SET IN ROCK OUTCROP
 GS0638_SP_SET: BEDROCK
 GS0638_STAMPING: 3 TJS 1983
 GS0638_MARK LOGO: USGS  
 GS0638_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0638+STABILITY: POSITION/ELEVATION WELL
 GS0638
 GS0638  HISTORY     - Date     Condition        Report By
 GS0638  HISTORY     - 1983     MONUMENTED       USGS
 GS0638  HISTORY     - 1986     GOOD             USGS
 GS0638  HISTORY     - 1988     GOOD             USGS
 GS0638  HISTORY     - 19901203 GOOD             USGS
 GS0638  HISTORY     - 19921201 GOOD             USGS
 GS0638  HISTORY     - 19941214 GOOD             USGS
 GS0638
 GS0638                          STATION DESCRIPTION
 GS0638
 GS0638'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0638'23.6 KM (14.65 MI) SE FROM BEATTY.
 GS0638'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0638'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0638'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 1.65 MILES, 150 FEET NORTH
 GS0638'OF A T-ROAD INTERSECTION AT THE TOP OF A SADDLE (STEVES PASS), 3 FEET
 GS0638'SOUTH OF A ROCK CAIRN.
 GS0638
 GS0638                          STATION RECOVERY (1986)
 GS0638
 GS0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0638'RECOVERED IN GOOD CONDITION.
 GS0638
 GS0638                          STATION RECOVERY (1988)
 GS0638
 GS0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0638'RECOVERED IN GOOD CONDITION.
 GS0638
 GS0638                          STATION RECOVERY (1990)
 GS0638
 GS0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 GS0638'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0638'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0638'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 1.65 MILES, 150 FEET
 GS0638'NORTH OF A T-ROAD INTERSECTION AT THE TOP OF A SADDLE (STEVES PASS),
 GS0638'3 FEET SOUTH OF A ROCK CAIRN.
 GS0638
 GS0638                          STATION RECOVERY (1992)
 GS0638
 GS0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0638'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0638'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0638'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 1.65 MILES
 GS0638'(2.66 KM), 150 FEET (45.7 M) NORTH OF A T-ROAD INTERSECTION AT THE
 GS0638'TOP OF A SADDLE (STEVES PASS), 3 FEET (0.9 M) SOUTH OF A ROCK CAIRN.
 GS0638
 GS0638                          STATION RECOVERY (1994)
 GS0638
 GS0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0638'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0222 ***********************************************************************
 JR0222  DESIGNATION -  30
 JR0222  PID         -  JR0222
 JR0222  STATE/COUNTY-  NV/MINERAL
 JR0222  USGS QUAD   -  BASALT (1982)
 JR0222
 JR0222                         *CURRENT SURVEY CONTROL
 JR0222  ___________________________________________________________________
 JR0222* NAD 83(1986)-  38 06 29.     (N)    118 16 20.     (W)     SCALED    
 JR0222* NAVD 88     -      1721.354  (meters)    5647.48   (feet)  ADJUSTED  
 JR0222  ___________________________________________________________________
 JR0222  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 JR0222  DYNAMIC HT  -        1719.432 (meters)    5641.17  (feet)  COMP
 JR0222  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 JR0222
 JR0222  VERT ORDER  -  FIRST     CLASS II
 JR0222
 JR0222.The horizontal coordinates were scaled from a topographic map and have
 JR0222.an estimated accuracy of +/- 6 seconds.
 JR0222
 JR0222.The orthometric height was determined by differential leveling
 JR0222.and adjusted by the National Geodetic Survey in June 1991..
 JR0222
 JR0222.The geoid height was determined by GEOID03.
 JR0222
 JR0222.The dynamic height is computed by dividing the NAVD 88
 JR0222.geopotential number by the normal gravity value computed on the
 JR0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0222.degrees latitude (g = 980.6199 gals.).
 JR0222
 JR0222.The modeled gravity was interpolated from observed gravity values.
 JR0222
 JR0222;                    North         East    Units  Estimated Accuracy
 JR0222;SPC NV W     - 4,372,640.      827,280.      MT  (+/- 180 meters Scaled)
 JR0222
 JR0222                          SUPERSEDED SURVEY CONTROL
 JR0222
 JR0222  NGVD 29 (??/??/92) 1720.086  (m)         5643.32   (f) ADJ UNCH    1 2
 JR0222
 JR0222.Superseded values are not recommended for survey control.
 JR0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0222.See file dsdata.txt to determine how the superseded data were derived.
 JR0222
 JR0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC884185(NAD 83)
 JR0222_MARKER: DD = SURVEY DISK
 JR0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0222_SP_SET: CONCRETE POST
 JR0222_STAMPING: 30 S 662-1 M1-10
 JR0222_MARK LOGO: NVDH  
 JR0222_PROJECTION: PROJECTING 10 CENTIMETERS
 JR0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0222+STABILITY: SURFACE MOTION
 JR0222
 JR0222  HISTORY     - Date     Condition        Report By
 JR0222  HISTORY     - UNK      MONUMENTED       NVDH
 JR0222  HISTORY     - 1955     GOOD             NGS
 JR0222  HISTORY     - 1986     GOOD             NGS
 JR0222
 JR0222                          STATION DESCRIPTION
 JR0222
 JR0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0222'7.6 MI N FROM BASALT.
 JR0222'7.6 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0222'HIGHWAY 6 AT BASALT, AT A SUMMIT, AT THE APPROXIMATE CENTER
 JR0222'OF A CUT BANK, 36.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 JR0222'HIGHWAY, 4.3 FEET SOUTHEAST OF A 2-INCH BLACK-AND-WHITE PAINTED
 JR0222'IRON STANDPIPE WHICH IS ENCASED IN CONCRETE AND PROJECTS 2.3 FEET
 JR0222'ABOVE THE GROUND, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND SET
 JR0222'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 JR0222'GROUND.
 JR0222
 JR0222                          STATION RECOVERY (1986)
 JR0222
 JR0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0222'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0222'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 JR0222'MONTGOMERY, THENCE 11.5 KM (7.1 MI) NORTH ALONG STATE HIGHWAY 360,
 JR0222'0.22 KM (0.14 MI) NORTHEAST OF MILEPOST 7, ON TOP OF A SMALL CUT
 JR0222'BANK, 11.1 METERS (36.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 JR0222'HIGHWAY.
 JR0222'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 JR0222'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0668 ***********************************************************************
 LR0668  DESIGNATION -  30
 LR0668  PID         -  LR0668
 LR0668  STATE/COUNTY-  NV/HUMBOLDT
 LR0668  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0668
 LR0668                         *CURRENT SURVEY CONTROL
 LR0668  ___________________________________________________________________
 LR0668* NAD 83(1986)-  40 57 12.     (N)    117 44 27.     (W)     SCALED    
 LR0668* NAVD 88     -      1325.917  (meters)    4350.11   (feet)  ADJUSTED  
 LR0668  ___________________________________________________________________
 LR0668  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 LR0668  DYNAMIC HT  -        1324.916 (meters)    4346.83  (feet)  COMP
 LR0668  MODELED GRAV-     979,823.8   (mgal)                       NAVD 88
 LR0668
 LR0668  VERT ORDER  -  SECOND    CLASS 0
 LR0668
 LR0668.The horizontal coordinates were scaled from a topographic map and have
 LR0668.an estimated accuracy of +/- 6 seconds.
 LR0668
 LR0668.The orthometric height was determined by differential leveling
 LR0668.and adjusted by the National Geodetic Survey in June 1991..
 LR0668
 LR0668.The geoid height was determined by GEOID03.
 LR0668
 LR0668.The dynamic height is computed by dividing the NAVD 88
 LR0668.geopotential number by the normal gravity value computed on the
 LR0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0668.degrees latitude (g = 980.6199 gals.).
 LR0668
 LR0668.The modeled gravity was interpolated from observed gravity values.
 LR0668
 LR0668;                    North         East    Units  Estimated Accuracy
 LR0668;SPC NV W     - 4,688,810.      870,930.      MT  (+/- 180 meters Scaled)
 LR0668
 LR0668                          SUPERSEDED SURVEY CONTROL
 LR0668
 LR0668  NGVD 29 (??/??/92) 1324.880  (m)         4346.71   (f) ADJ UNCH    2 0
 LR0668
 LR0668.Superseded values are not recommended for survey control.
 LR0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0668.See file dsdata.txt to determine how the superseded data were derived.
 LR0668
 LR0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF376338(NAD 83)
 LR0668_MARKER: DD = SURVEY DISK
 LR0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0668_STAMPING: 30
 LR0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0668+STABILITY: SURFACE MOTION
 LR0668
 LR0668  HISTORY     - Date     Condition        Report By
 LR0668  HISTORY     - UNK      MONUMENTED       NVDH
 LR0668  HISTORY     - 1958     GOOD             NGS
 LR0668
 LR0668                          STATION DESCRIPTION
 LR0668
 LR0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0668'1.2 MI SW FROM WINNEMUCCA.
 LR0668'0.2 MILE SOUTHEAST ALONG BRIDGE STREET FROM THE COURT HOUSE AT
 LR0668'WINNEMUCCA, THENCE 1.0 MILE SOUTHWEST ALONG HASKELL STREET, 0.2 MILE
 LR0668'SOUTHEAST OF THE SOUTHERN PACIFIC RAILROAD TRACKS, 146.0 FEET
 LR0668'SOUTHEAST OF THE CENTER OF GRAVEL ROAD, 2.7 FEET WEST OF A METAL
 LR0668'WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LR0668'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0669 ***********************************************************************
 LR0669  DESIGNATION -  30 A
 LR0669  PID         -  LR0669
 LR0669  STATE/COUNTY-  NV/HUMBOLDT
 LR0669  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0669
 LR0669                         *CURRENT SURVEY CONTROL
 LR0669  ___________________________________________________________________
 LR0669* NAD 83(1986)-  40 57 40.     (N)    117 44 08.     (W)     SCALED    
 LR0669* NAVD 88     -      1337.092  (meters)    4386.78   (feet)  ADJUSTED  
 LR0669  ___________________________________________________________________
 LR0669  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 LR0669  DYNAMIC HT  -        1336.086 (meters)    4383.48  (feet)  COMP
 LR0669  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 LR0669
 LR0669  VERT ORDER  -  SECOND    CLASS 0
 LR0669
 LR0669.The horizontal coordinates were scaled from a topographic map and have
 LR0669.an estimated accuracy of +/- 6 seconds.
 LR0669
 LR0669.The orthometric height was determined by differential leveling
 LR0669.and adjusted by the National Geodetic Survey in June 1991..
 LR0669
 LR0669.The geoid height was determined by GEOID03.
 LR0669
 LR0669.The dynamic height is computed by dividing the NAVD 88
 LR0669.geopotential number by the normal gravity value computed on the
 LR0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0669.degrees latitude (g = 980.6199 gals.).
 LR0669
 LR0669.The modeled gravity was interpolated from observed gravity values.
 LR0669
 LR0669;                    North         East    Units  Estimated Accuracy
 LR0669;SPC NV W     - 4,689,670.      871,360.      MT  (+/- 180 meters Scaled)
 LR0669
 LR0669                          SUPERSEDED SURVEY CONTROL
 LR0669
 LR0669  NGVD 29 (??/??/92) 1336.058  (m)         4383.38   (f) ADJ UNCH    2 0
 LR0669
 LR0669.Superseded values are not recommended for survey control.
 LR0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0669.See file dsdata.txt to determine how the superseded data were derived.
 LR0669
 LR0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF381347(NAD 83)
 LR0669_MARKER: DD = SURVEY DISK
 LR0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0669_STAMPING: BM I-001-3 (2) 30A
 LR0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0669+STABILITY: SURFACE MOTION
 LR0669
 LR0669  HISTORY     - Date     Condition        Report By
 LR0669  HISTORY     - UNK      MONUMENTED       NVDH
 LR0669  HISTORY     - 1958     GOOD             NGS
 LR0669
 LR0669                          STATION DESCRIPTION
 LR0669
 LR0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0669'1.15 MI SW FROM WINNEMUCCA.
 LR0669'0.2 MILE SOUTHEAST ALONG BRIDGE STREET FROM THE COURT HOUSE AT
 LR0669'WINNEMUCCA, THENCE 0.75 MILE SOUTHWEST TO A 3-WAY INTERSECTION, THENCE
 LR0669'0.1 MILE SOUTHEAST ALONG DIRT ROAD, THENCE 0.1 MILE NORTHEAST ALONG A
 LR0669'DIRT ROAD, 214.0 FEET SOUTHEAST OF CENTER OF DIRT ROAD, 4.0 FEET
 LR0669'NORTHWEST OF A METAL WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH
 LR0669'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0636 ***********************************************************************
 MU0636  DESIGNATION -  30 BKC
 MU0636  PID         -  MU0636
 MU0636  STATE/COUNTY-  NV/ELKO
 MU0636  USGS QUAD   -  CORRAL LAKE (1973)
 MU0636
 MU0636                         *CURRENT SURVEY CONTROL
 MU0636  ___________________________________________________________________
 MU0636* NAD 83(1986)-  41 44 20.     (N)    116 50 17.     (W)     SCALED    
 MU0636* NAVD 88     -      1648.775  (meters)    5409.36   (feet)  POSTED    
 MU0636  ___________________________________________________________________
 MU0636  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 MU0636  DYNAMIC HT  -        1647.570 (meters)    5405.40  (feet)  COMP
 MU0636  MODELED GRAV-     979,836.1   (mgal)                       NAVD 88
 MU0636
 MU0636  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0636
 MU0636.The horizontal coordinates were scaled from a topographic map and have
 MU0636.an estimated accuracy of +/- 6 seconds.
 MU0636
 MU0636.The orthometric height was determined by differential leveling
 MU0636.and adjusted by the National Geodetic Survey in 1992..
 MU0636.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0636.rate of 0.0 thru 1.0 mm/km.
 MU0636
 MU0636.The geoid height was determined by GEOID03.
 MU0636
 MU0636.The dynamic height is computed by dividing the NAVD 88
 MU0636.geopotential number by the normal gravity value computed on the
 MU0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0636.degrees latitude (g = 980.6199 gals.).
 MU0636
 MU0636.The modeled gravity was interpolated from observed gravity values.
 MU0636
 MU0636;                    North         East    Units  Estimated Accuracy
 MU0636;SPC NV E     - 8,776,460.       95,630.      MT  (+/- 180 meters Scaled)
 MU0636
 MU0636                          SUPERSEDED SURVEY CONTROL
 MU0636
 MU0636  NGVD 29 (??/??/92) 1647.66   (m)         5405.7    (f) COMPUTED    2 0
 MU0636
 MU0636.Superseded values are not recommended for survey control.
 MU0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0636.See file dsdata.txt to determine how the superseded data were derived.
 MU0636
 MU0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG134207(NAD 83)
 MU0636_MARKER: DD = SURVEY DISK
 MU0636_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0636_SP_SET: COPPER-CLAD STEEL ROD
 MU0636_STAMPING: 30 BKC 1973 5406
 MU0636_MARK LOGO: USGS  
 MU0636_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0636+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0636
 MU0636  HISTORY     - Date     Condition        Report By
 MU0636  HISTORY     - 1973     MONUMENTED       USGS
 MU0636
 MU0636                          STATION DESCRIPTION
 MU0636
 MU0636'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0636'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0636'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0636'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 18.8 MILES NORTHWEST ALONG
 MU0636'ROAD, 1.1 MILES SOUTH AND 20.6 MILES WEST AND 2.7 MILES SOUTHEAST OF
 MU0636'DESERT RANCH, 31 FEET WEST OF THE CENTERLINE OF THE ROAD, 5 FEET EAST
 MU0636'OF A CAIRN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER
 MU0636'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0448 ***********************************************************************
 JP0448  DESIGNATION -  30 DOR
 JP0448  PID         -  JP0448
 JP0448  STATE/COUNTY-  NV/LINCOLN
 JP0448  USGS QUAD   -  SILVER KING MTN SW (1971)
 JP0448
 JP0448                         *CURRENT SURVEY CONTROL
 JP0448  ___________________________________________________________________
 JP0448* NAD 83(1986)-  38 05 09.     (N)    114 58 58.     (W)     SCALED    
 JP0448* NAVD 88     -      1537.913  (meters)    5045.64   (feet)  ADJUSTED  
 JP0448  ___________________________________________________________________
 JP0448  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 JP0448  DYNAMIC HT  -        1536.245 (meters)    5040.16  (feet)  COMP
 JP0448  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 JP0448
 JP0448  VERT ORDER  -  SECOND    CLASS 0
 JP0448
 JP0448.The horizontal coordinates were scaled from a topographic map and have
 JP0448.an estimated accuracy of +/- 6 seconds.
 JP0448
 JP0448.The orthometric height was determined by differential leveling
 JP0448.and adjusted by the National Geodetic Survey in June 1991..
 JP0448
 JP0448.The geoid height was determined by GEOID03.
 JP0448
 JP0448.The dynamic height is computed by dividing the NAVD 88
 JP0448.geopotential number by the normal gravity value computed on the
 JP0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0448.degrees latitude (g = 980.6199 gals.).
 JP0448
 JP0448.The modeled gravity was interpolated from observed gravity values.
 JP0448
 JP0448;                    North         East    Units  Estimated Accuracy
 JP0448;SPC NV E     - 8,370,300.      252,680.      MT  (+/- 180 meters Scaled)
 JP0448
 JP0448                          SUPERSEDED SURVEY CONTROL
 JP0448
 JP0448.No superseded survey control is available for this station.
 JP0448
 JP0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC769172(NAD 83)
 JP0448_MARKER: DD = SURVEY DISK
 JP0448_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0448_SP_SET: COPPER-CLAD STEEL ROD
 JP0448_STAMPING: 30 DOR 1968 5042
 JP0448_MARK LOGO: USGS  
 JP0448_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0448+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 JP0448
 JP0448  HISTORY     - Date     Condition        Report By
 JP0448  HISTORY     - 1968     MONUMENTED       USGS
 JP0448  HISTORY     - 20040721 GOOD             NVGS
 JP0448
 JP0448                          STATION DESCRIPTION
 JP0448
 JP0448'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0448'FROM THE POST OFFICE IN HIKO,  PROCEED 41.7 MILES NORTHEAST ALONG
 JP0448'HIGHWAY 38, 360 FEET EAST OF THE NEW ROAD CENTERLINE, 42 FEET NORTH
 JP0448'AND 3.5 FEET HIGHER THAN THE ROAD, 2 FEET SOUTH OF A WITNESS SIGN,
 JP0448'ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE AND FLUSH WITH GROUND.
 JP0448
 JP0448                          STATION RECOVERY (2004)
 JP0448
 JP0448'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2004 (DRH)
 JP0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0537 ***********************************************************************
 JP0537  DESIGNATION -  30 DOR
 JP0537  PID         -  JP0537
 JP0537  STATE/COUNTY-  NV/LINCOLN
 JP0537  USGS QUAD   -  SIDEHILL PASS (1971)
 JP0537
 JP0537                         *CURRENT SURVEY CONTROL
 JP0537  ___________________________________________________________________
 JP0537* NAD 83(1986)-  38 20 09.     (N)    114 45 30.     (W)     SCALED    
 JP0537* NAVD 88     -      1763.063  (meters)    5784.32   (feet)  ADJUSTED  
 JP0537  ___________________________________________________________________
 JP0537  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 JP0537  DYNAMIC HT  -        1761.110 (meters)    5777.91  (feet)  COMP
 JP0537  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 JP0537
 JP0537  VERT ORDER  -  SECOND    CLASS 0
 JP0537
 JP0537.The horizontal coordinates were scaled from a topographic map and have
 JP0537.an estimated accuracy of +/- 6 seconds.
 JP0537
 JP0537.The orthometric height was determined by differential leveling
 JP0537.and adjusted by the National Geodetic Survey in August 1995..
 JP0537
 JP0537.The geoid height was determined by GEOID03.
 JP0537
 JP0537.The dynamic height is computed by dividing the NAVD 88
 JP0537.geopotential number by the normal gravity value computed on the
 JP0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0537.degrees latitude (g = 980.6199 gals.).
 JP0537
 JP0537.The modeled gravity was interpolated from observed gravity values.
 JP0537
 JP0537;                    North         East    Units  Estimated Accuracy
 JP0537;SPC NV E     - 8,398,200.      272,120.      MT  (+/- 180 meters Scaled)
 JP0537
 JP0537                          SUPERSEDED SURVEY CONTROL
 JP0537
 JP0537.No superseded survey control is available for this station.
 JP0537
 JP0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC959454(NAD 83)
 JP0537_MARKER: DD = SURVEY DISK
 JP0537_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0537_SP_SET: COPPER-CLAD STEEL ROD
 JP0537_STAMPING: 30 DOR 1971 5780
 JP0537_MARK LOGO: USGS  
 JP0537_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0537
 JP0537  HISTORY     - Date     Condition        Report By
 JP0537  HISTORY     - 1971     MONUMENTED       USGS
 JP0537
 JP0537                          STATION DESCRIPTION
 JP0537
 JP0537'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0537'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0537'HIGHWAY 93 TO A T-ROAD WEST, THENCE 9.4 MILES WEST TO A ROAD
 JP0537'CROSSING, 0.3 MILE NORTH OF A STOCK TANK, 241 FEET WEST NORTHWEST OF
 JP0537'A T-ROAD SOUTH, 167 FEET EAST SOUTHEAST OF A DRAIN JUNCTION, 1.7 FEET
 JP0537'NORTH OF A WITNESS POST, ON A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0537'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0594 ***********************************************************************
 JP0594  DESIGNATION -  30 DOR
 JP0594  PID         -  JP0594
 JP0594  STATE/COUNTY-  NV/WHITE PINE
 JP0594  USGS QUAD   -  BULLWHACK SUMMIT (1977)
 JP0594
 JP0594                         *CURRENT SURVEY CONTROL
 JP0594  ___________________________________________________________________
 JP0594* NAD 83(1986)-  38 46 46.     (N)    114 49 44.     (W)     SCALED    
 JP0594* NAVD 88     -      2105.436  (meters)    6907.58   (feet)  ADJUSTED  
 JP0594  ___________________________________________________________________
 JP0594  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 JP0594  DYNAMIC HT  -        2103.060 (meters)    6899.79  (feet)  COMP
 JP0594  MODELED GRAV-     979,423.9   (mgal)                       NAVD 88
 JP0594
 JP0594  VERT ORDER  -  SECOND    CLASS 0
 JP0594
 JP0594.The horizontal coordinates were scaled from a topographic map and have
 JP0594.an estimated accuracy of +/- 6 seconds.
 JP0594
 JP0594.The orthometric height was determined by differential leveling
 JP0594.and adjusted by the National Geodetic Survey in August 1995..
 JP0594
 JP0594.The geoid height was determined by GEOID03.
 JP0594
 JP0594.The dynamic height is computed by dividing the NAVD 88
 JP0594.geopotential number by the normal gravity value computed on the
 JP0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0594.degrees latitude (g = 980.6199 gals.).
 JP0594
 JP0594.The modeled gravity was interpolated from observed gravity values.
 JP0594
 JP0594;                    North         East    Units  Estimated Accuracy
 JP0594;SPC NV E     - 8,447,390.      265,550.      MT  (+/- 180 meters Scaled)
 JP0594
 JP0594                          SUPERSEDED SURVEY CONTROL
 JP0594
 JP0594.No superseded survey control is available for this station.
 JP0594
 JP0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC885945(NAD 83)
 JP0594_MARKER: DD = SURVEY DISK
 JP0594_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0594_SP_SET: COPPER-CLAD STEEL ROD
 JP0594_STAMPING: 30 DOR 1973 6903
 JP0594_MARK LOGO: USGS  
 JP0594_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0594
 JP0594  HISTORY     - Date     Condition        Report By
 JP0594  HISTORY     - 1973     MONUMENTED       USGS
 JP0594
 JP0594                          STATION DESCRIPTION
 JP0594
 JP0594'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0594'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0594'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 29.6 MILES
 JP0594'SOUTH, 50 FEET NORTHWEST OF AND 1 FOOT LOWER THAN THE CENTERLINE OF
 JP0594'THE ROAD, 40 FEET SOUTH OF A GATE AND A ROAD SOUTHWEST, 0.5 FOOT
 JP0594'SOUTHEAST OF A FENCE,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL
 JP0594'ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0559 ***********************************************************************
 MU0559  DESIGNATION -  30 FMK
 MU0559  PID         -  MU0559
 MU0559  STATE/COUNTY-  NV/ELKO
 MU0559  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0559
 MU0559                         *CURRENT SURVEY CONTROL
 MU0559  ___________________________________________________________________
 MU0559* NAD 83(1986)-  41 30 40.     (N)    116 38 42.     (W)     SCALED    
 MU0559* NAVD 88     -      1665.062  (meters)    5462.79   (feet)  POSTED    
 MU0559  ___________________________________________________________________
 MU0559  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 MU0559  DYNAMIC HT  -        1663.780 (meters)    5458.58  (feet)  COMP
 MU0559  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 MU0559
 MU0559  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0559
 MU0559.The horizontal coordinates were scaled from a topographic map and have
 MU0559.an estimated accuracy of +/- 6 seconds.
 MU0559
 MU0559.The orthometric height was determined by differential leveling
 MU0559.and adjusted by the National Geodetic Survey in 1992..
 MU0559.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0559.rate of 0.0 thru 1.0 mm/km.
 MU0559
 MU0559.The geoid height was determined by GEOID03.
 MU0559
 MU0559.The dynamic height is computed by dividing the NAVD 88
 MU0559.geopotential number by the normal gravity value computed on the
 MU0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0559.degrees latitude (g = 980.6199 gals.).
 MU0559
 MU0559.The modeled gravity was interpolated from observed gravity values.
 MU0559
 MU0559;                    North         East    Units  Estimated Accuracy
 MU0559;SPC NV E     - 8,750,950.      111,380.      MT  (+/- 180 meters Scaled)
 MU0559
 MU0559                          SUPERSEDED SURVEY CONTROL
 MU0559
 MU0559.No superseded survey control is available for this station.
 MU0559
 MU0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF296955(NAD 83)
 MU0559_MARKER: DD = SURVEY DISK
 MU0559_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0559_SP_SET: COPPER-CLAD STEEL ROD
 MU0559_STAMPING: 30 FMK 1973 5459
 MU0559_MARK LOGO: USGS  
 MU0559_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0559+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0559
 MU0559  HISTORY     - Date     Condition        Report By
 MU0559  HISTORY     - 1973     MONUMENTED       USGS
 MU0559
 MU0559                          STATION DESCRIPTION
 MU0559
 MU0559'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0559'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0559'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0559'THENCE 0.8 MILES WEST ALONG ROAD, 6.8 MILES WEST OF WINTERS RANCH
 MU0559'-STONE HOUSE-, 29 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6 FEET
 MU0559'SOUTHWEST OF A CAIRN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH
 MU0559'BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0154 ***********************************************************************
 MT0154  DESIGNATION -  30 GWM
 MT0154  PID         -  MT0154
 MT0154  STATE/COUNTY-  NV/ELKO
 MT0154  USGS QUAD   -  TWELVEMILE RANCH (1982)
 MT0154
 MT0154                         *CURRENT SURVEY CONTROL
 MT0154  ___________________________________________________________________
 MT0154* NAD 83(1986)-  41 27 36.     (N)    114 11 24.     (W)     SCALED    
 MT0154* NAVD 88     -      1528.944  (meters)    5016.21   (feet)  ADJUSTED  
 MT0154  ___________________________________________________________________
 MT0154  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 MT0154  DYNAMIC HT  -        1527.798 (meters)    5012.45  (feet)  COMP
 MT0154  MODELED GRAV-     979,819.9   (mgal)                       NAVD 88
 MT0154
 MT0154  VERT ORDER  -  SECOND    CLASS 0
 MT0154
 MT0154.The horizontal coordinates were scaled from a topographic map and have
 MT0154.an estimated accuracy of +/- 6 seconds.
 MT0154
 MT0154.The orthometric height was determined by differential leveling
 MT0154.and adjusted by the National Geodetic Survey in June 1991..
 MT0154
 MT0154.The geoid height was determined by GEOID03.
 MT0154
 MT0154.The dynamic height is computed by dividing the NAVD 88
 MT0154.geopotential number by the normal gravity value computed on the
 MT0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0154.degrees latitude (g = 980.6199 gals.).
 MT0154
 MT0154.The modeled gravity was interpolated from observed gravity values.
 MT0154
 MT0154;                    North         East    Units  Estimated Accuracy
 MT0154;SPC NV E     - 8,745,660.      316,400.      MT  (+/- 180 meters Scaled)
 MT0154
 MT0154                          SUPERSEDED SURVEY CONTROL
 MT0154
 MT0154  NGVD 29 (??/??/92) 1527.855  (m)         5012.64   (f) ADJ UNCH    2 0
 MT0154
 MT0154.Superseded values are not recommended for survey control.
 MT0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0154.See file dsdata.txt to determine how the superseded data were derived.
 MT0154
 MT0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF346936(NAD 83)
 MT0154_MARKER: DD = SURVEY DISK
 MT0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0154_STAMPING: GWM 30 1939 5013
 MT0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0154+STABILITY: SURFACE MOTION
 MT0154
 MT0154  HISTORY     - Date     Condition        Report By
 MT0154  HISTORY     - 1939     MONUMENTED       USGS
 MT0154  HISTORY     - 1958     GOOD             NGS
 MT0154
 MT0154                          STATION DESCRIPTION
 MT0154
 MT0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0154'14.0 MI N FROM MONTELLO.
 MT0154'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0154'MONTELLO, THENCE 13.85 MILES NORTH ALONG A GRAVEL ROAD, 115 FEET NORTH
 MT0154'OF THE CENTER OF THE Y JUNCTION OF CRETLENDEN CREEK ROAD NORTHEAST, 48
 MT0154'1/2 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 66 FEET NORTH OF A
 MT0154'FENCE CORNER POST, 21 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD
 MT0154'EAST, 2.1 FEET WEST OF A FENCE, 1 FOOT HIGHER THAN THE ROAD, AND SET
 MT0154'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0502 ***********************************************************************
 MU0502  DESIGNATION -  30 HEI
 MU0502  PID         -  MU0502
 MU0502  STATE/COUNTY-  NV/HUMBOLDT
 MU0502  USGS QUAD   -  MAHOGANY SPRING (1980)
 MU0502
 MU0502                         *CURRENT SURVEY CONTROL
 MU0502  ___________________________________________________________________
 MU0502* NAD 83(1986)-  41 55 37.     (N)    117 16 47.     (W)     SCALED    
 MU0502* NAVD 88     -      1819.560  (meters)    5969.67   (feet)  POSTED    
 MU0502  ___________________________________________________________________
 MU0502  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 MU0502  DYNAMIC HT  -        1818.200 (meters)    5965.21  (feet)  COMP
 MU0502  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 MU0502
 MU0502  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0502
 MU0502.The horizontal coordinates were scaled from a topographic map and have
 MU0502.an estimated accuracy of +/- 6 seconds.
 MU0502
 MU0502.The orthometric height was determined by differential leveling
 MU0502.and adjusted by the National Geodetic Survey in 1992..
 MU0502.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0502.rate of 0.0 thru 1.0 mm/km.
 MU0502
 MU0502.The geoid height was determined by GEOID03.
 MU0502
 MU0502.The dynamic height is computed by dividing the NAVD 88
 MU0502.geopotential number by the normal gravity value computed on the
 MU0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0502.degrees latitude (g = 980.6199 gals.).
 MU0502
 MU0502.The modeled gravity was interpolated from observed gravity values.
 MU0502
 MU0502;                    North         East    Units  Estimated Accuracy
 MU0502;SPC NV W     - 4,797,410.      908,120.      MT  (+/- 180 meters Scaled)
 MU0502
 MU0502                          SUPERSEDED SURVEY CONTROL
 MU0502
 MU0502  NGVD 29 (??/??/92) 1818.33   (m)         5965.6    (f) COMPUTED    2 0
 MU0502
 MU0502.Superseded values are not recommended for survey control.
 MU0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0502.See file dsdata.txt to determine how the superseded data were derived.
 MU0502
 MU0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG768417(NAD 83)
 MU0502_MARKER: DD = SURVEY DISK
 MU0502_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0502_SP_SET: COPPER-CLAD STEEL ROD
 MU0502_STAMPING: 30 HEI 1974 5966
 MU0502_MARK LOGO: USGS  
 MU0502_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0502+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0502
 MU0502  HISTORY     - Date     Condition        Report By
 MU0502  HISTORY     - 1974     MONUMENTED       USGS
 MU0502
 MU0502                          STATION DESCRIPTION
 MU0502
 MU0502'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0502'FROM GREELY CROSSING, NEVADA, PROCEED 18.4 MILES NORTH ALONG ROAD, AT
 MU0502'THE OUTSIDE EDGE OF A CURVE IN THE ROAD, 47 FEET NORTHEAST AND 1.5
 MU0502'FEET HIGHER THAN THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED
 MU0502'ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0506 ***********************************************************************
 LS0506  DESIGNATION -  30 HJH
 LS0506  PID         -  LS0506
 LS0506  STATE/COUNTY-  NV/WASHOE
 LS0506  USGS QUAD   -  TOHAKUM PEAK NE (1964)
 LS0506
 LS0506                         *CURRENT SURVEY CONTROL
 LS0506  ___________________________________________________________________
 LS0506* NAD 83(1986)-  40 11 04.     (N)    119 22 12.     (W)     SCALED    
 LS0506* NAVD 88     -      1153.793  (meters)    3785.40   (feet)  ADJUSTED  
 LS0506  ___________________________________________________________________
 LS0506  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 LS0506  DYNAMIC HT  -        1152.886 (meters)    3782.43  (feet)  COMP
 LS0506  MODELED GRAV-     979,800.7   (mgal)                       NAVD 88
 LS0506
 LS0506  VERT ORDER  -  SECOND    CLASS 0
 LS0506
 LS0506.The horizontal coordinates were scaled from a topographic map and have
 LS0506.an estimated accuracy of +/- 6 seconds.
 LS0506
 LS0506.The orthometric height was determined by differential leveling
 LS0506.and adjusted by the National Geodetic Survey in June 1991..
 LS0506
 LS0506.The geoid height was determined by GEOID03.
 LS0506
 LS0506.The dynamic height is computed by dividing the NAVD 88
 LS0506.geopotential number by the normal gravity value computed on the
 LS0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0506.degrees latitude (g = 980.6199 gals.).
 LS0506
 LS0506.The modeled gravity was interpolated from observed gravity values.
 LS0506
 LS0506;                    North         East    Units  Estimated Accuracy
 LS0506;SPC NV W     - 4,603,390.      733,010.      MT  (+/- 180 meters Scaled)
 LS0506
 LS0506                          SUPERSEDED SURVEY CONTROL
 LS0506
 LS0506  NGVD 29 (??/??/92) 1152.828  (m)         3782.24   (f) ADJ UNCH    2 0
 LS0506
 LS0506.Superseded values are not recommended for survey control.
 LS0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0506.See file dsdata.txt to determine how the superseded data were derived.
 LS0506
 LS0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE982509(NAD 83)
 LS0506_MARKER: DB = BENCH MARK DISK
 LS0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0506_SP_SET: CONCRETE POST
 LS0506_STAMPING: 30 HJH 1962 3782
 LS0506_MARK LOGO: USGS  
 LS0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0506+STABILITY: SURFACE MOTION
 LS0506
 LS0506  HISTORY     - Date     Condition        Report By
 LS0506  HISTORY     - 1962     MONUMENTED       USGS
 LS0506
 LS0506                          STATION DESCRIPTION
 LS0506
 LS0506'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0506'41.5 KM (25.80 MI) NORTH FROM NIXON.
 LS0506'25.8 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34 IN THE OLD LAKE
 LS0506'WINNEMUCCA BOTTOM, 79 FEET WEST OF AN INDIAN RESERVATION FENCE
 LS0506'CORNER, 46 FEET EAST OF THE HIGHWAY CENTERLINE.
 LS0506'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0511 ***********************************************************************
 KQ0511  DESIGNATION -  30 JRH
 KQ0511  PID         -  KQ0511
 KQ0511  STATE/COUNTY-  NV/EUREKA
 KQ0511  USGS QUAD   -  KITCHEN MEADOW (1990)
 KQ0511
 KQ0511                         *CURRENT SURVEY CONTROL
 KQ0511  ___________________________________________________________________
 KQ0511* NAD 83(1994)-  39 24 17.68003(N)    116 20 55.11180(W)     ADJUSTED  
 KQ0511* NAVD 88     -      1934.40   (+/-2cm)    6346.4    (feet)  VERTCON   
 KQ0511  ___________________________________________________________________
 KQ0511  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 KQ0511  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 KQ0511
 KQ0511  HORZ ORDER  -  THIRD
 KQ0511  VERT ORDER  -  THIRD ? (See Below)
 KQ0511
 KQ0511.The horizontal coordinates were established by classical geodetic methods
 KQ0511.and adjusted by the National Geodetic Survey in June 1998..
 KQ0511
 KQ0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0511.The vertical order pertains to the NGVD 29 superseded value.
 KQ0511
 KQ0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0511
 KQ0511.The geoid height was determined by GEOID03.
 KQ0511
 KQ0511;                    North         East     Units Scale Factor Converg.
 KQ0511;SPC NV E     - 8,516,826.402   134,089.772   MT  0.99995347   -0 29 09.0
 KQ0511;SPC NV E     -27,942,287.95    439,926.19   sFT  0.99995347   -0 29 09.0
 KQ0511;UTM  11      - 4,361,913.927   556,079.574   MT  0.99963872   +0 24 48.6
 KQ0511
 KQ0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0511!SPC NV E     -   0.99969996  x   0.99995347  =   0.99965344
 KQ0511!UTM  11      -   0.99969996  x   0.99963872  =   0.99933879
 KQ0511
 KQ0511|---------------------------------------------------------------------|
 KQ0511| PID    Reference Object                     Distance      Geod. Az  |
 KQ0511|                                                           dddmmss.s |
 KQ0511| DC9832 30 JRH RM 1                           9.566 METERS 01058     |
 KQ0511| KQ0494 LONE                                APPROX.22.9 KM 0193313.0 |
 KQ0511| DC9833 30 JRH RM 2                          10.468 METERS 12041     |
 KQ0511| KQ0508 NINE MILE PK CAIRN                  APPROX.29.9 KM 1633851.1 |
 KQ0511| KQ0512 COX CAIRN                           APPROX. 8.3 KM 1870823.0 |
 KQ0511|---------------------------------------------------------------------|
 KQ0511
 KQ0511                          SUPERSEDED SURVEY CONTROL
 KQ0511
 KQ0511  NAD 83(1986)-  39 24 17.67987(N)    116 20 55.11166(W) AD(       ) 3
 KQ0511  NAD 27      -  39 24 17.93700(N)    116 20 51.86400(W) AD(       ) 3
 KQ0511  NGVD 29 (07/19/86) 1933.07   (m)         6342.1    (f) LEVELING    3  
 KQ0511
 KQ0511.Superseded values are not recommended for survey control.
 KQ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0511.See file dsdata.txt to determine how the superseded data were derived.
 KQ0511
 KQ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND5608061914(NAD 83)
 KQ0511_MARKER: DD = SURVEY DISK
 KQ0511_SETTING: 0 = UNSPECIFIED SETTING
 KQ0511
 KQ0511  HISTORY     - Date     Condition        Report By
 KQ0511  HISTORY     - 1954     MONUMENTED       USGS
 KQ0511  HISTORY     - 1955     GOOD             USGS
 KQ0511
 KQ0511                          STATION DESCRIPTION
 KQ0511
 KQ0511'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (LSB)
 KQ0511'THE STATION IS LOCATED IN ANTELOPE VALLEY, ABOUT 22 MILES (AIR
 KQ0511'LINE) WEST-SOUTHWEST OF EUREKA, 8 MILES SOUTH OF U.S. HIGHWAY
 KQ0511'50, 195 FEET WEST OF A HOT SPRING, 180 FEET WEST OF THE
 KQ0511'NORTH-SOUTH ROAD, AND 60 FEET NORTH OF A DIM TRACK ROAD.
 KQ0511'
 KQ0511'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA, GO WEST
 KQ0511'ON U.S. HIGHWAY 50 FOR 19.4 MILES TO A SIDE ROAD LEFT AND SIGN
 KQ0511'ANTELOPE VALLEY.  TURN LEFT (SOUTH) AND GO 8.25 MILE TO THE B.M.
 KQ0511'29 JRH (USGS) ON THE LEFT (EAST) SIDE OF THE ROAD.  CONTINUE
 KQ0511'AHEAD (SOUTH) FOR 2.0 MILES TO A SIDE ROAD LEFT.  CONTINUE
 KQ0511'AHEAD (SOUTH) FOR 0.15 MILE TO A HOT SPRING ON THE LEFT (EAST)
 KQ0511'AND THE STATION ON THE RIGHT (WEST) SIDE OF THE ROAD.  THIS IS
 KQ0511'A DRIVE STATION.
 KQ0511'
 KQ0511'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 KQ0511'30 JRH 1954, IS SET IN AN 8-INCH CEMENT FILLED CONCRETE SOIL
 KQ0511'PIPE THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 KQ0511'
 KQ0511'REFERENCE MARK 1, A STANDARD DISK STAMPED BM 30 JRH USGS NO 1
 KQ0511'1954, IS SET IN A SQUARE CONCRETE BLOCK THAT PROJECTS 2 INCHES
 KQ0511'ABOVE THE GROUND.
 KQ0511'
 KQ0511'REFERENCE MARK 2, A STANDARD DISK STAMPED BM 30 JRH USGS NO 2
 KQ0511'1954, IS SET IN A SQUARE CONCRETE BLOCK THAT IS FLUSH WITH THE
 KQ0511'GROUND.
 KQ0511'
 KQ0511'THE BM 29 JRH (USGS), A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 KQ0511'29 JRH, IS SET IN AN 8-INCH CEMENT FILLED CONCRETE SOIL PIPE
 KQ0511'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS ABOUT 115 FEET
 KQ0511'SOUTHEAST OF THE ROAD AND 30 INCHES NORTHWEST OF A WHITE
 KQ0511'WITNESS POST.  THIS MARK CAN BE USED FOR AN AZIMUTH MARK.
 KQ0511
 KQ0511                          STATION RECOVERY (1955)
 KQ0511
 KQ0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KQ0511'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39116-2, STATION 1001.
 KQ0511'
 KQ0511'NOTE BY USGS, 1955 STATION WAS FOUND AS DESCRIBED.  ALL MARKS WERE
 KQ0511'FOUND IN GOOD CONDITION.
 KQ0511'
 KQ0511'STATION MARK  A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED----30 JRH
 KQ0511'1954----,IS SET IN AN 8-INCH CEMENT FILLED CONCRETE SOIL PIPE THAT
 KQ0511'PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0484 ***********************************************************************
 MV0484  DESIGNATION -  30 LRC
 MV0484  PID         -  MV0484
 MV0484  STATE/COUNTY-  NV/HUMBOLDT
 MV0484  USGS QUAD   -  PIDGEON SPRING (1979)
 MV0484
 MV0484                         *CURRENT SURVEY CONTROL
 MV0484  ___________________________________________________________________
 MV0484* NAD 83(1986)-  41 11 29.     (N)    118 56 25.     (W)     SCALED    
 MV0484* NAVD 88     -      1279.178  (meters)    4196.77   (feet)  ADJUSTED  
 MV0484  ___________________________________________________________________
 MV0484  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 MV0484  DYNAMIC HT  -        1278.254 (meters)    4193.74  (feet)  COMP
 MV0484  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 MV0484
 MV0484  VERT ORDER  -  SECOND    CLASS 0
 MV0484
 MV0484.The horizontal coordinates were scaled from a topographic map and have
 MV0484.an estimated accuracy of +/- 6 seconds.
 MV0484
 MV0484.The orthometric height was determined by differential leveling
 MV0484.and adjusted by the National Geodetic Survey in June 1991..
 MV0484
 MV0484.The geoid height was determined by GEOID03.
 MV0484
 MV0484.The dynamic height is computed by dividing the NAVD 88
 MV0484.geopotential number by the normal gravity value computed on the
 MV0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0484.degrees latitude (g = 980.6199 gals.).
 MV0484
 MV0484.The modeled gravity was interpolated from observed gravity values.
 MV0484
 MV0484;                    North         East    Units  Estimated Accuracy
 MV0484;SPC NV W     - 4,714,960.      770,060.      MT  (+/- 180 meters Scaled)
 MV0484
 MV0484                          SUPERSEDED SURVEY CONTROL
 MV0484
 MV0484.No superseded survey control is available for this station.
 MV0484
 MV0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF372618(NAD 83)
 MV0484_MARKER: DD = SURVEY DISK
 MV0484_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0484_SP_SET: COPPER-CLAD STEEL ROD
 MV0484_STAMPING: 30 LRC 1972 4193
 MV0484_MARK LOGO: USGS  
 MV0484_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0484+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0484
 MV0484  HISTORY     - Date     Condition        Report By
 MV0484  HISTORY     - 1972     MONUMENTED       USGS
 MV0484
 MV0484                          STATION DESCRIPTION
 MV0484
 MV0484'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0484'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0484'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0484'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0484'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 17.8 MILES NORTH
 MV0484'ALONG TRACK ROAD TO A POINT OVER A SLIGHT RISE, 8.8 MILES SOUTH OF
 MV0484'PAHUTE MEADOW RANCH, WEST OF A SAND HILL AND 30 FEET WEST OF THE
 MV0484'CENTERLINE OF THE ROAD, 3 FEET EAST OF A WITNESS POST, ENCASED IN
 MV0484'DRAINPIPE CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0461 ***********************************************************************
 HP0461  DESIGNATION -  30 LRC
 HP0461  PID         -  HP0461
 HP0461  STATE/COUNTY-  NV/LINCOLN
 HP0461  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0461
 HP0461                         *CURRENT SURVEY CONTROL
 HP0461  ___________________________________________________________________
 HP0461* NAD 83(1986)-  37 12 58.     (N)    114 28 04.     (W)     SCALED    
 HP0461* NAVD 88     -       859.861  (meters)    2821.06   (feet)  POSTED    
 HP0461  ___________________________________________________________________
 HP0461  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 HP0461  DYNAMIC HT  -         858.990 (meters)    2818.20  (feet)  COMP
 HP0461  MODELED GRAV-     979,590.0   (mgal)                       NAVD 88
 HP0461
 HP0461  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0461
 HP0461.The horizontal coordinates were scaled from a topographic map and have
 HP0461.an estimated accuracy of +/- 6 seconds.
 HP0461
 HP0461.The orthometric height was determined by differential leveling
 HP0461.and adjusted by the National Geodetic Survey in 1992..
 HP0461.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0461.rate of 1.1 thru 2.0 mm/km.
 HP0461
 HP0461.The geoid height was determined by GEOID03.
 HP0461
 HP0461.The dynamic height is computed by dividing the NAVD 88
 HP0461.geopotential number by the normal gravity value computed on the
 HP0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0461.degrees latitude (g = 980.6199 gals.).
 HP0461
 HP0461.The modeled gravity was interpolated from observed gravity values.
 HP0461
 HP0461;                    North         East    Units  Estimated Accuracy
 HP0461;SPC NV E     - 8,274,190.      299,010.      MT  (+/- 180 meters Scaled)
 HP0461
 HP0461                          SUPERSEDED SURVEY CONTROL
 HP0461
 HP0461  NGVD 29 (??/??/92)  859.04   (m)         2818.4    (f) COMPUTED    2 0
 HP0461
 HP0461.Superseded values are not recommended for survey control.
 HP0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0461.See file dsdata.txt to determine how the superseded data were derived.
 HP0461
 HP0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB246218(NAD 83)
 HP0461_MARKER: DD = SURVEY DISK
 HP0461_SETTING: 80 = SET IN A BOULDER
 HP0461_SP_SET: BOULDER
 HP0461_STAMPING: 30 LRC 1973 2819
 HP0461_MARK LOGO: USGS  
 HP0461_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0461+STABILITY: SURFACE MOTION
 HP0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0461+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0461
 HP0461  HISTORY     - Date     Condition        Report By
 HP0461  HISTORY     - 1973     MONUMENTED       USGS
 HP0461
 HP0461                          STATION DESCRIPTION
 HP0461
 HP0461'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0461'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 7.6
 HP0461'MILES NORTH ALONG A GRAVEL ROAD TOWARD LEITH -ABANDONED STATION
 HP0461'HOUSE-, AT A SLIGHT RISE, 3.1 MILES SOUTH OF LEITH, 0.4 MILES NORTH
 HP0461'OF VABM -15 NAW-, 62 FEET WEST AND 5 FEET LOWER THAN THE CENTER OF
 HP0461'THE ROAD, AT THE BASE OF A ROCK CAIRN, CEMENTED FLUSH IN A BOULDER IN
 HP0461'PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0940 ***********************************************************************
 LR0940  DESIGNATION -  30 O
 LR0940  PID         -  LR0940
 LR0940  STATE/COUNTY-  NV/LANDER
 LR0940  USGS QUAD   -  ELLISON (1981)
 LR0940
 LR0940                         *CURRENT SURVEY CONTROL
 LR0940  ___________________________________________________________________
 LR0940* NAD 83(1986)-  40 46 18.     (N)    117 00 29.     (W)     SCALED    
 LR0940* NAVD 88     -      1362.233  (meters)    4469.26   (feet)  POSTED    
 LR0940  ___________________________________________________________________
 LR0940  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 LR0940  DYNAMIC HT  -        1361.170 (meters)    4465.77  (feet)  COMP
 LR0940  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 LR0940
 LR0940  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0940
 LR0940.The horizontal coordinates were scaled from a topographic map and have
 LR0940.an estimated accuracy of +/- 6 seconds.
 LR0940
 LR0940.The orthometric height was determined by differential leveling
 LR0940.and adjusted by the National Geodetic Survey in 1992..
 LR0940.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0940.rate of 0.0 thru 1.0 mm/km.
 LR0940
 LR0940.The geoid height was determined by GEOID03.
 LR0940
 LR0940.The dynamic height is computed by dividing the NAVD 88
 LR0940.geopotential number by the normal gravity value computed on the
 LR0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0940.degrees latitude (g = 980.6199 gals.).
 LR0940
 LR0940.The modeled gravity was interpolated from observed gravity values.
 LR0940
 LR0940;                    North         East    Units  Estimated Accuracy
 LR0940;SPC NV C     - 6,668,350.      471,180.      MT  (+/- 180 meters Scaled)
 LR0940
 LR0940                          SUPERSEDED SURVEY CONTROL
 LR0940
 LR0940.No superseded survey control is available for this station.
 LR0940
 LR0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF993134(NAD 83)
 LR0940_MARKER: DB = BENCH MARK DISK
 LR0940_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LR0940_SP_SET: PREFAB CONC. POST IN EARTH
 LR0940_STAMPING: 30 O 1963
 LR0940_MARK LOGO: USGS  
 LR0940_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0940+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0940
 LR0940  HISTORY     - Date     Condition        Report By
 LR0940  HISTORY     - 1963     MONUMENTED       USGS
 LR0940
 LR0940                          STATION DESCRIPTION
 LR0940
 LR0940'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0940'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0940'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 4.7 MILES NORTHEAST
 LR0940'ALONG ROAD, 1.1 MILES NORTH OF 25 RANCH, AT A HAY CORRAL, 22 FEET WEST
 LR0940'OF THE CENTERLINE OF THE ROAD AND 4 FEET EAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0668 ***********************************************************************
 GS0668  DESIGNATION -  30 TJS
 GS0668  PID         -  GS0668
 GS0668  STATE/COUNTY-  NV/NYE
 GS0668  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0668
 GS0668                         *CURRENT SURVEY CONTROL
 GS0668  ___________________________________________________________________
 GS0668* NAD 83(1986)-  36 50 21.     (N)    116 28 46.     (W)     SCALED    
 GS0668* NAVD 88     -      1246.157  (meters)    4088.43   (feet)  ADJUSTED  
 GS0668  ___________________________________________________________________
 GS0668  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 GS0668  DYNAMIC HT  -        1244.746 (meters)    4083.80  (feet)  COMP
 GS0668  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 GS0668
 GS0668  VERT ORDER  -  FIRST     CLASS I
 GS0668
 GS0668.The horizontal coordinates were scaled from a topographic map and have
 GS0668.an estimated accuracy of +/- 6 seconds.
 GS0668
 GS0668.The orthometric height was determined by differential leveling
 GS0668.and adjusted by the National Geodetic Survey in May 2004..
 GS0668
 GS0668.The geoid height was determined by GEOID03.
 GS0668
 GS0668.The dynamic height is computed by dividing the NAVD 88
 GS0668.geopotential number by the normal gravity value computed on the
 GS0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0668.degrees latitude (g = 980.6199 gals.).
 GS0668
 GS0668.The modeled gravity was interpolated from observed gravity values.
 GS0668
 GS0668;                    North         East    Units  Estimated Accuracy
 GS0668;SPC NV C     - 6,231,800.      516,700.      MT  (+/- 180 meters Scaled)
 GS0668
 GS0668                          SUPERSEDED SURVEY CONTROL
 GS0668
 GS0668  NAVD 88 (??/??/92) 1246.164  (m)         4088.46   (f) UNKNOWN     3 0
 GS0668  NGVD 29 (05/01/91) 1245.206  (m)         4085.31   (f) ADJUSTED    1 1
 GS0668
 GS0668.Superseded values are not recommended for survey control.
 GS0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0668.See file dsdata.txt to determine how the superseded data were derived.
 GS0668
 GS0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA464771(NAD 83)
 GS0668_MARKER: DB = BENCH MARK DISK
 GS0668_SETTING: 66 = SET IN ROCK OUTCROP
 GS0668_SP_SET: BEDROCK
 GS0668_STAMPING: 30 TJS 1983
 GS0668_MARK LOGO: USGS  
 GS0668_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0668+STABILITY: POSITION/ELEVATION WELL
 GS0668
 GS0668  HISTORY     - Date     Condition        Report By
 GS0668  HISTORY     - 1983     MONUMENTED       USGS
 GS0668  HISTORY     - 1986     GOOD             USGS
 GS0668  HISTORY     - 1988     GOOD             USGS
 GS0668  HISTORY     - 19910222 GOOD             USGS
 GS0668  HISTORY     - 19930105 GOOD             USGS
 GS0668  HISTORY     - 19950111 GOOD             USGS
 GS0668
 GS0668                          STATION DESCRIPTION
 GS0668
 GS0668'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0668'46.0 KM (28.60 MI) EAST FROM BEATTY.
 GS0668'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0668'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0668'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0668'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0668'NORTHEASTERLY 5.8 MILES, 107 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GS0668'ON THE WEST BANK OF A WASH, 4 FEET SOUTH OF A ROCK CAIRN.
 GS0668
 GS0668                          STATION RECOVERY (1986)
 GS0668
 GS0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0668'RECOVERED IN GOOD CONDITION.
 GS0668
 GS0668                          STATION RECOVERY (1988)
 GS0668
 GS0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0668'RECOVERED IN GOOD CONDITION.
 GS0668
 GS0668                          STATION RECOVERY (1991)
 GS0668
 GS0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0668'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0668'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0668'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0668'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0668'NORTHEASTERLY 5.8 MILES, 107 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GS0668'ON THE WEST BANK OF A WASH, 4 FEET SOUTH OF A ROCK CAIRN.
 GS0668
 GS0668                          STATION RECOVERY (1993)
 GS0668
 GS0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0668'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0668'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0668'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0668'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0668'BEND IN THE ROAD, PROCEED NORTHEASTERLY 5.8 MILES (9.3 KM), 107 FEET
 GS0668'(32.6 M) WEST OF THE CENTERLINE OF THE ROAD, ON THE WEST BANK OF A
 GS0668'WASH, 4 FEET (1.2 M) SOUTH OF A ROCK CAIRN.
 GS0668
 GS0668                          STATION RECOVERY (1995)
 GS0668
 GS0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0668'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0047 ***********************************************************************
 HQ0047  DESIGNATION -  300 TOWER BASE
 HQ0047  PID         -  HQ0047
 HQ0047  STATE/COUNTY-  NV/NYE
 HQ0047  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0047
 HQ0047                         *CURRENT SURVEY CONTROL
 HQ0047  ___________________________________________________________________
 HQ0047* NAD 83(1986)-  37 50 47.     (N)    116 42 27.     (W)     SCALED    
 HQ0047* NAVD 88     -      1628.939  (meters)    5344.28   (feet)  ADJUSTED  
 HQ0047  ___________________________________________________________________
 HQ0047  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 HQ0047  DYNAMIC HT  -        1627.118 (meters)    5338.30  (feet)  COMP
 HQ0047  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 HQ0047
 HQ0047  VERT ORDER  -  FIRST     CLASS II
 HQ0047
 HQ0047.The horizontal coordinates were scaled from a topographic map and have
 HQ0047.an estimated accuracy of +/- 6 seconds.
 HQ0047
 HQ0047.The orthometric height was determined by differential leveling
 HQ0047.and adjusted by the National Geodetic Survey in June 1991..
 HQ0047
 HQ0047.The geoid height was determined by GEOID03.
 HQ0047
 HQ0047.The dynamic height is computed by dividing the NAVD 88
 HQ0047.geopotential number by the normal gravity value computed on the
 HQ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0047.degrees latitude (g = 980.6199 gals.).
 HQ0047
 HQ0047.The modeled gravity was interpolated from observed gravity values.
 HQ0047
 HQ0047;                    North         East    Units  Estimated Accuracy
 HQ0047;SPC NV C     - 6,343,560.      496,410.      MT  (+/- 180 meters Scaled)
 HQ0047
 HQ0047                          SUPERSEDED SURVEY CONTROL
 HQ0047
 HQ0047.No superseded survey control is available for this station.
 HQ0047
 HQ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB257888(NAD 83)
 HQ0047_MARKER: Z = SEE DESCRIPTION
 HQ0047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HQ0047_SP_SET: FOUNDATION
 HQ0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0047
 HQ0047  HISTORY     - Date     Condition        Report By
 HQ0047  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0047  HISTORY     - 1968     GOOD             NGS
 HQ0047
 HQ0047                          STATION DESCRIPTION
 HQ0047
 HQ0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0047'AT TONOPAH TEST RANGE.
 HQ0047'THE TOP OF A 1-INCH BRASS PLUG SET IN THE CENTER OF THE TOP OF
 HQ0047'THE CONCRETE FOUNDATION FOR 300-FOOT WIND TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0221 ***********************************************************************
 JR0221  DESIGNATION -  31
 JR0221  PID         -  JR0221
 JR0221  STATE/COUNTY-  NV/MINERAL
 JR0221  USGS QUAD   -  BASALT (1982)
 JR0221
 JR0221                         *CURRENT SURVEY CONTROL
 JR0221  ___________________________________________________________________
 JR0221* NAD 83(1986)-  38 06 37.     (N)    118 16 12.     (W)     SCALED    
 JR0221* NAVD 88     -      1717.697  (meters)    5635.48   (feet)  ADJUSTED  
 JR0221  ___________________________________________________________________
 JR0221  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 JR0221  DYNAMIC HT  -        1715.780 (meters)    5629.19  (feet)  COMP
 JR0221  MODELED GRAV-     979,452.8   (mgal)                       NAVD 88
 JR0221
 JR0221  VERT ORDER  -  FIRST     CLASS II
 JR0221
 JR0221.The horizontal coordinates were scaled from a topographic map and have
 JR0221.an estimated accuracy of +/- 6 seconds.
 JR0221
 JR0221.The orthometric height was determined by differential leveling
 JR0221.and adjusted by the National Geodetic Survey in June 1991..
 JR0221
 JR0221.The geoid height was determined by GEOID03.
 JR0221
 JR0221.The dynamic height is computed by dividing the NAVD 88
 JR0221.geopotential number by the normal gravity value computed on the
 JR0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0221.degrees latitude (g = 980.6199 gals.).
 JR0221
 JR0221.The modeled gravity was interpolated from observed gravity values.
 JR0221
 JR0221;                    North         East    Units  Estimated Accuracy
 JR0221;SPC NV W     - 4,372,890.      827,480.      MT  (+/- 180 meters Scaled)
 JR0221
 JR0221                          SUPERSEDED SURVEY CONTROL
 JR0221
 JR0221  NGVD 29 (??/??/92) 1716.430  (m)         5631.32   (f) ADJ UNCH    1 2
 JR0221
 JR0221.Superseded values are not recommended for survey control.
 JR0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0221.See file dsdata.txt to determine how the superseded data were derived.
 JR0221
 JR0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC886188(NAD 83)
 JR0221_MARKER: DD = SURVEY DISK
 JR0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0221_SP_SET: CONCRETE POST
 JR0221_STAMPING: 31 S 662-1 M1-10
 JR0221_MARK LOGO: NVDH  
 JR0221_PROJECTION: PROJECTING 5 CENTIMETERS
 JR0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0221+STABILITY: SURFACE MOTION
 JR0221
 JR0221  HISTORY     - Date     Condition        Report By
 JR0221  HISTORY     - UNK      MONUMENTED       NVDH
 JR0221  HISTORY     - 1955     GOOD             NGS
 JR0221  HISTORY     - 1986     GOOD             NGS
 JR0221
 JR0221                          STATION DESCRIPTION
 JR0221
 JR0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0221'7.8 MI N FROM BASALT.
 JR0221'7.8 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0221'HIGHWAY 6 AT BASALT, 0.2 MILE NORTHEAST OF A SUMMIT, 45.8 FEET
 JR0221'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.9 FOOT NORTHWEST
 JR0221'OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY,
 JR0221'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 JR0221'THE GROUND.
 JR0221
 JR0221                          STATION RECOVERY (1986)
 JR0221
 JR0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0221'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0221'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 JR0221'MONTGOMERY, THENCE 11.8 KM (7.3 MI) NORTH ALONG STATE HIGHWAY 360,
 JR0221'0.51 KM (0.32 MI) NORTHEAST OF MILEPOST 7, 14.0 METERS (46.0 FT)
 JR0221'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 JR0221'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 JR0221'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0670 ***********************************************************************
 LR0670  DESIGNATION -  31
 LR0670  PID         -  LR0670
 LR0670  STATE/COUNTY-  NV/HUMBOLDT
 LR0670  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0670
 LR0670                         *CURRENT SURVEY CONTROL
 LR0670  ___________________________________________________________________
 LR0670* NAD 83(1986)-  40 57 57.     (N)    117 43 28.     (W)     SCALED    
 LR0670* NAVD 88     -      1352.656  (meters)    4437.84   (feet)  ADJUSTED  
 LR0670  ___________________________________________________________________
 LR0670  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 LR0670  DYNAMIC HT  -        1351.631 (meters)    4434.48  (feet)  COMP
 LR0670  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 LR0670
 LR0670  VERT ORDER  -  SECOND    CLASS 0
 LR0670
 LR0670.The horizontal coordinates were scaled from a topographic map and have
 LR0670.an estimated accuracy of +/- 6 seconds.
 LR0670
 LR0670.The orthometric height was determined by differential leveling
 LR0670.and adjusted by the National Geodetic Survey in June 1991..
 LR0670
 LR0670.The geoid height was determined by GEOID03.
 LR0670
 LR0670.The dynamic height is computed by dividing the NAVD 88
 LR0670.geopotential number by the normal gravity value computed on the
 LR0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0670.degrees latitude (g = 980.6199 gals.).
 LR0670
 LR0670.The modeled gravity was interpolated from observed gravity values.
 LR0670
 LR0670;                    North         East    Units  Estimated Accuracy
 LR0670;SPC NV W     - 4,690,210.      872,290.      MT  (+/- 180 meters Scaled)
 LR0670
 LR0670                          SUPERSEDED SURVEY CONTROL
 LR0670
 LR0670  NGVD 29 (??/??/92) 1351.614  (m)         4434.42   (f) ADJ UNCH    2 0
 LR0670
 LR0670.Superseded values are not recommended for survey control.
 LR0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0670.See file dsdata.txt to determine how the superseded data were derived.
 LR0670
 LR0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF390352(NAD 83)
 LR0670_MARKER: DD = SURVEY DISK
 LR0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0670_STAMPING: BM I-001-3 (2) 31
 LR0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0670+STABILITY: SURFACE MOTION
 LR0670
 LR0670  HISTORY     - Date     Condition        Report By
 LR0670  HISTORY     - UNK      MONUMENTED       NVDH
 LR0670  HISTORY     - 1958     GOOD             NGS
 LR0670
 LR0670                          STATION DESCRIPTION
 LR0670
 LR0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0670'0.85 MI SW FROM WINNEMUCCA.
 LR0670'0.6 MILE SOUTHEAST ALONG BRIDGE STREET FROM THE COURT HOUSE AT
 LR0670'WINNEMUCCA TO A POWER LINE CROSSING ROAD AND A CANAL, THENCE 0.25 MILE
 LR0670'SOUTHWEST ALONG THE SOUTHWEST SIDE OF CANAL TO A RESERVOIR, 93.0 FEET
 LR0670'SOUTHEAST OF CANAL, 55.0 FEET SOUTHEAST OF POWER LINE, 4.0 FEET
 LR0670'NORTHWEST OF A METAL WITNESS POST, 1.5 FEET NORTHEAST OF FENCE CORNER,
 LR0670'SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0309 ***********************************************************************
 GR0309  DESIGNATION -  31 B
 GR0309  PID         -  GR0309
 GR0309  STATE/COUNTY-  NV/CLARK
 GR0309  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0309
 GR0309                         *CURRENT SURVEY CONTROL
 GR0309  ___________________________________________________________________
 GR0309* NAD 83(1986)-  36 06 19.     (N)    114 09 50.     (W)     SCALED    
 GR0309* NAVD 88     -       483.325  (meters)    1585.71   (feet)  POSTED    
 GR0309  ___________________________________________________________________
 GR0309  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 GR0309  DYNAMIC HT  -         482.840 (meters)    1584.12  (feet)  COMP
 GR0309  MODELED GRAV-     979,625.5   (mgal)                       NAVD 88
 GR0309
 GR0309  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0309
 GR0309.The horizontal coordinates were scaled from a topographic map and have
 GR0309.an estimated accuracy of +/- 6 seconds.
 GR0309
 GR0309.The orthometric height was determined by differential leveling
 GR0309.and adjusted by the National Geodetic Survey in 1992..
 GR0309.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0309.rate of 0.0 thru 1.0 mm/km.
 GR0309
 GR0309.The geoid height was determined by GEOID03.
 GR0309
 GR0309.The dynamic height is computed by dividing the NAVD 88
 GR0309.geopotential number by the normal gravity value computed on the
 GR0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0309.degrees latitude (g = 980.6199 gals.).
 GR0309
 GR0309.The modeled gravity was interpolated from observed gravity values.
 GR0309
 GR0309;                    North         East    Units  Estimated Accuracy
 GR0309;SPC NV E     - 8,151,280.      327,800.      MT  (+/- 180 meters Scaled)
 GR0309
 GR0309                          SUPERSEDED SURVEY CONTROL
 GR0309
 GR0309  NGVD 29 (??/??/92)  482.609  (m)         1583.36   (f) ADJ UNCH    1 1
 GR0309
 GR0309.Superseded values are not recommended for survey control.
 GR0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0309.See file dsdata.txt to determine how the superseded data were derived.
 GR0309
 GR0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV553993(NAD 83)
 GR0309_MARKER: DD = SURVEY DISK
 GR0309_SETTING: 80 = SET IN A BOULDER
 GR0309_SP_SET: BOULDER
 GR0309_STAMPING: B 1583 1583 1920 31
 GR0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0309+STABILITY: SURFACE MOTION
 GR0309
 GR0309  HISTORY     - Date     Condition        Report By
 GR0309  HISTORY     - 1920     MONUMENTED       USGS
 GR0309  HISTORY     - 1950     GOOD             NGS
 GR0309
 GR0309                          STATION DESCRIPTION
 GR0309
 GR0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0309'3.3 MI SE FROM LAKE SHORE MINE.
 GR0309'3.3 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, IN A
 GR0309'WASH, IN THE TOP OF A POINTED GRAY GRANITE BOULDER WHICH PROJECTS
 GR0309'ABOUT 2 FEET ABOVE GROUND, ABOUT 125 YARDS NORTH OF A PROMINENT CURVE
 GR0309'IN THE ROAD AND WASH, 70 FEET WEST OF THE EAST BANK OF THE WASH, 40
 GR0309'FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET HIGHER THAN THE
 GR0309'ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0637 ***********************************************************************
 MU0637  DESIGNATION -  31 BKC
 MU0637  PID         -  MU0637
 MU0637  STATE/COUNTY-  NV/ELKO
 MU0637  USGS QUAD   -  STAR VALLEY RIDGE SE (1973)
 MU0637
 MU0637                         *CURRENT SURVEY CONTROL
 MU0637  ___________________________________________________________________
 MU0637* NAD 83(1986)-  41 45 08.     (N)    116 50 51.     (W)     SCALED    
 MU0637* NAVD 88     -      1614.584  (meters)    5297.18   (feet)  POSTED    
 MU0637  ___________________________________________________________________
 MU0637  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 MU0637  DYNAMIC HT  -        1613.410 (meters)    5293.33  (feet)  COMP
 MU0637  MODELED GRAV-     979,838.4   (mgal)                       NAVD 88
 MU0637
 MU0637  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0637
 MU0637.The horizontal coordinates were scaled from a topographic map and have
 MU0637.an estimated accuracy of +/- 6 seconds.
 MU0637
 MU0637.The orthometric height was determined by differential leveling
 MU0637.and adjusted by the National Geodetic Survey in 1992..
 MU0637.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0637.rate of 0.0 thru 1.0 mm/km.
 MU0637
 MU0637.The geoid height was determined by GEOID03.
 MU0637
 MU0637.The dynamic height is computed by dividing the NAVD 88
 MU0637.geopotential number by the normal gravity value computed on the
 MU0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0637.degrees latitude (g = 980.6199 gals.).
 MU0637
 MU0637.The modeled gravity was interpolated from observed gravity values.
 MU0637
 MU0637;                    North         East    Units  Estimated Accuracy
 MU0637;SPC NV E     - 8,777,950.       94,870.      MT  (+/- 180 meters Scaled)
 MU0637
 MU0637                          SUPERSEDED SURVEY CONTROL
 MU0637
 MU0637  NGVD 29 (??/??/92) 1613.47   (m)         5293.5    (f) COMPUTED    2 0
 MU0637
 MU0637.Superseded values are not recommended for survey control.
 MU0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0637.See file dsdata.txt to determine how the superseded data were derived.
 MU0637
 MU0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG126222(NAD 83)
 MU0637_MARKER: DD = SURVEY DISK
 MU0637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0637_SP_SET: COPPER-CLAD STEEL ROD
 MU0637_STAMPING: 31 BKC 1973 5294
 MU0637_MARK LOGO: USGS  
 MU0637_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0637+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0637
 MU0637  HISTORY     - Date     Condition        Report By
 MU0637  HISTORY     - 1973     MONUMENTED       USGS
 MU0637
 MU0637                          STATION DESCRIPTION
 MU0637
 MU0637'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0637'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0637'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0637'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 19.9 MILES NORTHWEST ALONG
 MU0637'ROAD, 1.1 MILES SOUTH AND 20.6 MILES WEST AND 1.7 MILES SOUTHEAST OF
 MU0637'DESERT RANCH, 51 FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET NORTH
 MU0637'OF A CAIRN,  A COPPER-COATED ROD ENCASED IN A 6-INCH PIPE
 MU0637'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0449 ***********************************************************************
 JP0449  DESIGNATION -  31 DOR
 JP0449  PID         -  JP0449
 JP0449  STATE/COUNTY-  NV/LINCOLN
 JP0449  USGS QUAD   -  SILVER KING MTN SW (1971)
 JP0449
 JP0449                         *CURRENT SURVEY CONTROL
 JP0449  ___________________________________________________________________
 JP0449* NAD 83(1986)-  38 05 49.     (N)    114 58 41.     (W)     SCALED    
 JP0449* NAVD 88     -      1602.643  (meters)    5258.00   (feet)  ADJUSTED  
 JP0449  ___________________________________________________________________
 JP0449  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 JP0449  DYNAMIC HT  -        1600.891 (meters)    5252.26  (feet)  COMP
 JP0449  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 JP0449
 JP0449  VERT ORDER  -  SECOND    CLASS 0
 JP0449
 JP0449.The horizontal coordinates were scaled from a topographic map and have
 JP0449.an estimated accuracy of +/- 6 seconds.
 JP0449
 JP0449.The orthometric height was determined by differential leveling
 JP0449.and adjusted by the National Geodetic Survey in June 1991..
 JP0449
 JP0449.The geoid height was determined by GEOID03.
 JP0449
 JP0449.The dynamic height is computed by dividing the NAVD 88
 JP0449.geopotential number by the normal gravity value computed on the
 JP0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0449.degrees latitude (g = 980.6199 gals.).
 JP0449
 JP0449.The modeled gravity was interpolated from observed gravity values.
 JP0449
 JP0449;                    North         East    Units  Estimated Accuracy
 JP0449;SPC NV E     - 8,371,540.      253,090.      MT  (+/- 180 meters Scaled)
 JP0449
 JP0449                          SUPERSEDED SURVEY CONTROL
 JP0449
 JP0449.No superseded survey control is available for this station.
 JP0449
 JP0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC772185(NAD 83)
 JP0449_MARKER: DD = SURVEY DISK
 JP0449_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0449_SP_SET: COPPER-CLAD STEEL ROD
 JP0449_STAMPING: 31 DOR 1968 5255
 JP0449_MARK LOGO: USGS  
 JP0449_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0449+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0449
 JP0449  HISTORY     - Date     Condition        Report By
 JP0449  HISTORY     - 1968     MONUMENTED       USGS
 JP0449
 JP0449                          STATION DESCRIPTION
 JP0449
 JP0449'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0449'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 42.6 MILES NORTHEAST
 JP0449'ALONG HIGHWAY 38, 42 FEET NORTH OF A TRACK ROAD, 39 FEET SOUTHEAST OF
 JP0449'THE ROAD, 2 FEET NORTHWEST OF A WITNESS SIGN, SET ON A COPPER-COATED
 JP0449'ROD ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0547 ***********************************************************************
 JP0547  DESIGNATION -  31 DOR
 JP0547  PID         -  JP0547
 JP0547  STATE/COUNTY-  NV/LINCOLN
 JP0547  USGS QUAD   -  GRASSY MTN (1973)
 JP0547
 JP0547                         *CURRENT SURVEY CONTROL
 JP0547  ___________________________________________________________________
 JP0547* NAD 83(1986)-  38 19 47.     (N)    114 44 42.     (W)     SCALED    
 JP0547* NAVD 88     -      1789.832  (meters)    5872.14   (feet)  ADJUSTED  
 JP0547  ___________________________________________________________________
 JP0547  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 JP0547  DYNAMIC HT  -        1787.857 (meters)    5865.66  (feet)  COMP
 JP0547  MODELED GRAV-     979,461.8   (mgal)                       NAVD 88
 JP0547
 JP0547  VERT ORDER  -  SECOND    CLASS 0
 JP0547
 JP0547.The horizontal coordinates were scaled from a topographic map and have
 JP0547.an estimated accuracy of +/- 6 seconds.
 JP0547
 JP0547.The orthometric height was determined by differential leveling
 JP0547.and adjusted by the National Geodetic Survey in August 1995..
 JP0547
 JP0547.The geoid height was determined by GEOID03.
 JP0547
 JP0547.The dynamic height is computed by dividing the NAVD 88
 JP0547.geopotential number by the normal gravity value computed on the
 JP0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0547.degrees latitude (g = 980.6199 gals.).
 JP0547
 JP0547.The modeled gravity was interpolated from observed gravity values.
 JP0547
 JP0547;                    North         East    Units  Estimated Accuracy
 JP0547;SPC NV E     - 8,397,530.      273,300.      MT  (+/- 180 meters Scaled)
 JP0547
 JP0547                          SUPERSEDED SURVEY CONTROL
 JP0547
 JP0547.No superseded survey control is available for this station.
 JP0547
 JP0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC971448(NAD 83)
 JP0547_MARKER: DD = SURVEY DISK
 JP0547_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0547_SP_SET: COPPER-CLAD STEEL ROD
 JP0547_STAMPING: 31 DOR 1971 5868
 JP0547_MARK LOGO: USGS  
 JP0547_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0547
 JP0547  HISTORY     - Date     Condition        Report By
 JP0547  HISTORY     - 1971     MONUMENTED       USGS
 JP0547
 JP0547                          STATION DESCRIPTION
 JP0547
 JP0547'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0547'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0547'HIGHWAY 93 TO A T-ROAD WEST, THENCE 8.5 MILES WEST, 0.4 MILE
 JP0547'NORTHWEST OF A STANDARD USGLO BRASS CAP STAMPED  1/4 S5 S6 1919 , 50
 JP0547'FEET NORTHEAST OF AND 2 FEET HIGHER THAN THE CENTERLINE OF THE ROAD,
 JP0547'2 FEET SOUTHWEST OF A WITNESS POST,  A 5/8 INCH COPPER COATED ROD
 JP0547'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0595 ***********************************************************************
 JP0595  DESIGNATION -  31 DOR
 JP0595  PID         -  JP0595
 JP0595  STATE/COUNTY-  NV/WHITE PINE
 JP0595  USGS QUAD   -  BULLWHACK SUMMIT (1977)
 JP0595
 JP0595                         *CURRENT SURVEY CONTROL
 JP0595  ___________________________________________________________________
 JP0595* NAD 83(1986)-  38 46 08.     (N)    114 50 05.     (W)     SCALED    
 JP0595* NAVD 88     -      2095.896  (meters)    6876.29   (feet)  ADJUSTED  
 JP0595  ___________________________________________________________________
 JP0595  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 JP0595  DYNAMIC HT  -        2093.550 (meters)    6868.59  (feet)  COMP
 JP0595  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 JP0595
 JP0595  VERT ORDER  -  SECOND    CLASS 0
 JP0595
 JP0595.The horizontal coordinates were scaled from a topographic map and have
 JP0595.an estimated accuracy of +/- 6 seconds.
 JP0595
 JP0595.The orthometric height was determined by differential leveling
 JP0595.and adjusted by the National Geodetic Survey in August 1995..
 JP0595
 JP0595.The geoid height was determined by GEOID03.
 JP0595
 JP0595.The dynamic height is computed by dividing the NAVD 88
 JP0595.geopotential number by the normal gravity value computed on the
 JP0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0595.degrees latitude (g = 980.6199 gals.).
 JP0595
 JP0595.The modeled gravity was interpolated from observed gravity values.
 JP0595
 JP0595;                    North         East    Units  Estimated Accuracy
 JP0595;SPC NV E     - 8,446,210.      265,050.      MT  (+/- 180 meters Scaled)
 JP0595
 JP0595                          SUPERSEDED SURVEY CONTROL
 JP0595
 JP0595.No superseded survey control is available for this station.
 JP0595
 JP0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC881933(NAD 83)
 JP0595_MARKER: DD = SURVEY DISK
 JP0595_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0595_SP_SET: COPPER-CLAD STEEL ROD
 JP0595_STAMPING: 31 DOR 1973 6872
 JP0595_MARK LOGO: USGS  
 JP0595_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0595
 JP0595  HISTORY     - Date     Condition        Report By
 JP0595  HISTORY     - 1973     MONUMENTED       USGS
 JP0595
 JP0595                          STATION DESCRIPTION
 JP0595
 JP0595'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0595'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0595'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 30.4 MILES
 JP0595'SOUTH TO A Y-ROAD JUNCTION, ABOUT 100 FEET NORTHEAST OF THE Y-ROAD
 JP0595'JUNCTION, 34 FEET SOUTHEAST OF AND 3 FEET HIGHER THAN THE CENTERLINE
 JP0595'OF THE ROAD, 33 FEET NORTHWEST OF A ROAD,  A 5/8 INCH COPPER COATED
 JP0595'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0560 ***********************************************************************
 MU0560  DESIGNATION -  31 FMK
 MU0560  PID         -  MU0560
 MU0560  STATE/COUNTY-  NV/ELKO
 MU0560  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0560
 MU0560                         *CURRENT SURVEY CONTROL
 MU0560  ___________________________________________________________________
 MU0560* NAD 83(1986)-  41 30 40.     (N)    116 39 40.     (W)     SCALED    
 MU0560* NAVD 88     -      1669.023  (meters)    5475.79   (feet)  POSTED    
 MU0560  ___________________________________________________________________
 MU0560  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 MU0560  DYNAMIC HT  -        1667.740 (meters)    5471.58  (feet)  COMP
 MU0560  MODELED GRAV-     979,793.8   (mgal)                       NAVD 88
 MU0560
 MU0560  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0560
 MU0560.The horizontal coordinates were scaled from a topographic map and have
 MU0560.an estimated accuracy of +/- 6 seconds.
 MU0560
 MU0560.The orthometric height was determined by differential leveling
 MU0560.and adjusted by the National Geodetic Survey in 1992..
 MU0560.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0560.rate of 0.0 thru 1.0 mm/km.
 MU0560
 MU0560.The geoid height was determined by GEOID03.
 MU0560
 MU0560.The dynamic height is computed by dividing the NAVD 88
 MU0560.geopotential number by the normal gravity value computed on the
 MU0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0560.degrees latitude (g = 980.6199 gals.).
 MU0560
 MU0560.The modeled gravity was interpolated from observed gravity values.
 MU0560
 MU0560;                    North         East    Units  Estimated Accuracy
 MU0560;SPC NV E     - 8,750,960.      110,030.      MT  (+/- 180 meters Scaled)
 MU0560
 MU0560                          SUPERSEDED SURVEY CONTROL
 MU0560
 MU0560.No superseded survey control is available for this station.
 MU0560
 MU0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF282955(NAD 83)
 MU0560_MARKER: DD = SURVEY DISK
 MU0560_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0560_SP_SET: COPPER-CLAD STEEL ROD
 MU0560_STAMPING: 31 FMK 1973 5472
 MU0560_MARK LOGO: USGS  
 MU0560_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0560+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0560
 MU0560  HISTORY     - Date     Condition        Report By
 MU0560  HISTORY     - 1973     MONUMENTED       USGS
 MU0560
 MU0560                          STATION DESCRIPTION
 MU0560
 MU0560'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0560'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0560'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0560'THENCE 1.7 MILES WEST ALONG ROAD, 7.6 MILES WEST OF WINTERS RANCH
 MU0560'-STONE HOUSE-, 46 FEET SOUTH OF THE CENTER OF AN INTERSECTION, A
 MU0560'COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE FLUSH WITH GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0152 ***********************************************************************
 MT0152  DESIGNATION -  31 GWM
 MT0152  PID         -  MT0152
 MT0152  STATE/COUNTY-  NV/ELKO
 MT0152  USGS QUAD   -  TWELVEMILE RANCH (1982)
 MT0152
 MT0152                         *CURRENT SURVEY CONTROL
 MT0152  ___________________________________________________________________
 MT0152* NAD 83(1986)-  41 28 44.     (N)    114 13 01.     (W)     SCALED    
 MT0152* NAVD 88     -      1531.557  (meters)    5024.78   (feet)  ADJUSTED  
 MT0152  ___________________________________________________________________
 MT0152  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 MT0152  DYNAMIC HT  -        1530.410 (meters)    5021.02  (feet)  COMP
 MT0152  MODELED GRAV-     979,820.2   (mgal)                       NAVD 88
 MT0152
 MT0152  VERT ORDER  -  SECOND    CLASS 0
 MT0152
 MT0152.The horizontal coordinates were scaled from a topographic map and have
 MT0152.an estimated accuracy of +/- 6 seconds.
 MT0152
 MT0152.The orthometric height was determined by differential leveling
 MT0152.and adjusted by the National Geodetic Survey in June 1991..
 MT0152
 MT0152.The geoid height was determined by GEOID03.
 MT0152
 MT0152.The dynamic height is computed by dividing the NAVD 88
 MT0152.geopotential number by the normal gravity value computed on the
 MT0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0152.degrees latitude (g = 980.6199 gals.).
 MT0152
 MT0152.The modeled gravity was interpolated from observed gravity values.
 MT0152
 MT0152;                    North         East    Units  Estimated Accuracy
 MT0152;SPC NV E     - 8,747,730.      314,120.      MT  (+/- 180 meters Scaled)
 MT0152
 MT0152                          SUPERSEDED SURVEY CONTROL
 MT0152
 MT0152  NGVD 29 (??/??/92) 1530.467  (m)         5021.21   (f) ADJ UNCH    2 0
 MT0152
 MT0152.Superseded values are not recommended for survey control.
 MT0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0152.See file dsdata.txt to determine how the superseded data were derived.
 MT0152
 MT0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF323956(NAD 83)
 MT0152_MARKER: DD = SURVEY DISK
 MT0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0152_STAMPING: GWM 31 1939 5021
 MT0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0152+STABILITY: SURFACE MOTION
 MT0152
 MT0152  HISTORY     - Date     Condition        Report By
 MT0152  HISTORY     - 1939     MONUMENTED       USGS
 MT0152  HISTORY     - 1958     GOOD             NGS
 MT0152
 MT0152                          STATION DESCRIPTION
 MT0152
 MT0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0152'16.0 MI N FROM MONTELLO.
 MT0152'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0152'MONTELLO, THENCE 15.85 MILES NORTH ALONG A GRAVEL ROAD, 0.05 MILE
 MT0152'SOUTHEAST OF THE Y JUNCTION OF A DIRT ROAD LEADING WEST TO A WELL, ON
 MT0152'THE INSIDE OF A SLIGHT CURVE, 36 FEET SOUTHWEST OF THE CENTER LINE OF
 MT0152'THE ROAD, 18 FEET SOUTHWEST OF A CORNER FENCE POST WITH A BRACE, 18
 MT0152'1/2 FEET SOUTHWEST OF A TELEPHONE POLE, LEVEL WITH THE ROAD, AND SET
 MT0152'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0504 ***********************************************************************
 MU0504  DESIGNATION -  31 HEI
 MU0504  PID         -  MU0504
 MU0504  STATE/COUNTY-  NV/HUMBOLDT
 MU0504  USGS QUAD   -  MAHOGANY SPRING (1980)
 MU0504
 MU0504                         *CURRENT SURVEY CONTROL
 MU0504  ___________________________________________________________________
 MU0504* NAD 83(1986)-  41 55 51.     (N)    117 18 04.     (W)     SCALED    
 MU0504* NAVD 88     -      1831.278  (meters)    6008.12   (feet)  POSTED    
 MU0504  ___________________________________________________________________
 MU0504  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 MU0504  DYNAMIC HT  -        1829.910 (meters)    6003.63  (feet)  COMP
 MU0504  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 MU0504
 MU0504  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0504
 MU0504.The horizontal coordinates were scaled from a topographic map and have
 MU0504.an estimated accuracy of +/- 6 seconds.
 MU0504
 MU0504.The orthometric height was determined by differential leveling
 MU0504.and adjusted by the National Geodetic Survey in 1992..
 MU0504.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0504.rate of 0.0 thru 1.0 mm/km.
 MU0504
 MU0504.The geoid height was determined by GEOID03.
 MU0504
 MU0504.The dynamic height is computed by dividing the NAVD 88
 MU0504.geopotential number by the normal gravity value computed on the
 MU0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0504.degrees latitude (g = 980.6199 gals.).
 MU0504
 MU0504.The modeled gravity was interpolated from observed gravity values.
 MU0504
 MU0504;                    North         East    Units  Estimated Accuracy
 MU0504;SPC NV W     - 4,797,810.      906,340.      MT  (+/- 180 meters Scaled)
 MU0504
 MU0504                          SUPERSEDED SURVEY CONTROL
 MU0504
 MU0504  NGVD 29 (??/??/92) 1830.04   (m)         6004.1    (f) COMPUTED    2 0
 MU0504
 MU0504.Superseded values are not recommended for survey control.
 MU0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0504.See file dsdata.txt to determine how the superseded data were derived.
 MU0504
 MU0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG750421(NAD 83)
 MU0504_MARKER: DD = SURVEY DISK
 MU0504_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0504_SP_SET: COPPER-CLAD STEEL ROD
 MU0504_STAMPING: 31 HEI 1974 6004
 MU0504_MARK LOGO: USGS  
 MU0504_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0504+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0504
 MU0504  HISTORY     - Date     Condition        Report By
 MU0504  HISTORY     - 1974     MONUMENTED       USGS
 MU0504
 MU0504                          STATION DESCRIPTION
 MU0504
 MU0504'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0504'FROM GREELY CROSSING, NEVADA, PROCEED 19.5 MILES NORTH ALONG ROAD, 36
 MU0504'FEET NORTH AND LEVEL WITH THE CENTERLINE OF THE ROAD, SET ON A
 MU0504'COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE, AND FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0507 ***********************************************************************
 LS0507  DESIGNATION -  31 HJH
 LS0507  PID         -  LS0507
 LS0507  STATE/COUNTY-  NV/WASHOE
 LS0507  USGS QUAD   -  TOHAKUM PEAK NE (1964)
 LS0507
 LS0507                         *CURRENT SURVEY CONTROL
 LS0507  ___________________________________________________________________
 LS0507* NAD 83(1986)-  40 11 47.     (N)    119 22 12.     (W)     SCALED    
 LS0507* NAVD 88     -      1161.782  (meters)    3811.61   (feet)  ADJUSTED  
 LS0507  ___________________________________________________________________
 LS0507  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 LS0507  DYNAMIC HT  -        1160.867 (meters)    3808.61  (feet)  COMP
 LS0507  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 LS0507
 LS0507  VERT ORDER  -  SECOND    CLASS 0
 LS0507
 LS0507.The horizontal coordinates were scaled from a topographic map and have
 LS0507.an estimated accuracy of +/- 6 seconds.
 LS0507
 LS0507.The orthometric height was determined by differential leveling
 LS0507.and adjusted by the National Geodetic Survey in June 1991..
 LS0507
 LS0507.The geoid height was determined by GEOID03.
 LS0507
 LS0507.The dynamic height is computed by dividing the NAVD 88
 LS0507.geopotential number by the normal gravity value computed on the
 LS0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0507.degrees latitude (g = 980.6199 gals.).
 LS0507
 LS0507.The modeled gravity was interpolated from observed gravity values.
 LS0507
 LS0507;                    North         East    Units  Estimated Accuracy
 LS0507;SPC NV W     - 4,604,710.      733,020.      MT  (+/- 180 meters Scaled)
 LS0507
 LS0507                          SUPERSEDED SURVEY CONTROL
 LS0507
 LS0507  NGVD 29 (??/??/92) 1160.814  (m)         3808.44   (f) ADJ UNCH    2 0
 LS0507
 LS0507.Superseded values are not recommended for survey control.
 LS0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0507.See file dsdata.txt to determine how the superseded data were derived.
 LS0507
 LS0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE982522(NAD 83)
 LS0507_MARKER: DB = BENCH MARK DISK
 LS0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0507_SP_SET: CONCRETE POST
 LS0507_STAMPING: 31 HJH 1962 3808
 LS0507_MARK LOGO: USGS  
 LS0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0507+STABILITY: SURFACE MOTION
 LS0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0507+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2003
 LS0507
 LS0507  HISTORY     - Date     Condition        Report By
 LS0507  HISTORY     - 1962     MONUMENTED       USGS
 LS0507  HISTORY     - 20030323 GOOD             WOOLPT
 LS0507
 LS0507                          STATION DESCRIPTION
 LS0507
 LS0507'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0507'43.0 KM (26.70 MI) NORTH FROM NIXON.
 LS0507'26.7 MILES NORTH OF NIXON AND 32.5 MILES SOUTH OF GERLACH ALONG STATE
 LS0507'HIGHWAY 34, 64 FEET NORTH OF A CATTLEGUARD AND 46 FEET EAST OF THE
 LS0507'HIGHWAY CENTERLINE.
 LS0507'THE MARK IS 2.0 FT  S FROM  A WITNESS POST
 LS0507
 LS0507                          STATION RECOVERY (2003)
 LS0507
 LS0507'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 LS0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0485 ***********************************************************************
 MV0485  DESIGNATION -  31 LRC
 MV0485  PID         -  MV0485
 MV0485  STATE/COUNTY-  NV/HUMBOLDT
 MV0485  USGS QUAD   -  PIDGEON SPRING (1979)
 MV0485
 MV0485                         *CURRENT SURVEY CONTROL
 MV0485  ___________________________________________________________________
 MV0485* NAD 83(1986)-  41 10 23.     (N)    118 56 13.     (W)     SCALED    
 MV0485* NAVD 88     -      1302.546  (meters)    4273.44   (feet)  ADJUSTED  
 MV0485  ___________________________________________________________________
 MV0485  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 MV0485  DYNAMIC HT  -        1301.592 (meters)    4270.31  (feet)  COMP
 MV0485  MODELED GRAV-     979,846.1   (mgal)                       NAVD 88
 MV0485
 MV0485  VERT ORDER  -  SECOND    CLASS 0
 MV0485
 MV0485.The horizontal coordinates were scaled from a topographic map and have
 MV0485.an estimated accuracy of +/- 6 seconds.
 MV0485
 MV0485.The orthometric height was determined by differential leveling
 MV0485.and adjusted by the National Geodetic Survey in June 1991..
 MV0485
 MV0485.The geoid height was determined by GEOID03.
 MV0485
 MV0485.The dynamic height is computed by dividing the NAVD 88
 MV0485.geopotential number by the normal gravity value computed on the
 MV0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0485.degrees latitude (g = 980.6199 gals.).
 MV0485
 MV0485.The modeled gravity was interpolated from observed gravity values.
 MV0485
 MV0485;                    North         East    Units  Estimated Accuracy
 MV0485;SPC NV W     - 4,712,920.      770,330.      MT  (+/- 180 meters Scaled)
 MV0485
 MV0485                          SUPERSEDED SURVEY CONTROL
 MV0485
 MV0485.No superseded survey control is available for this station.
 MV0485
 MV0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF375597(NAD 83)
 MV0485_MARKER: DD = SURVEY DISK
 MV0485_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0485_SP_SET: COPPER-CLAD STEEL ROD
 MV0485_STAMPING: 31 LRC 1972 4270
 MV0485_MARK LOGO: USGS  
 MV0485_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0485+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0485
 MV0485  HISTORY     - Date     Condition        Report By
 MV0485  HISTORY     - 1972     MONUMENTED       USGS
 MV0485
 MV0485                          STATION DESCRIPTION
 MV0485
 MV0485'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0485'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0485'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0485'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0485'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 16.5 MILES NORTH
 MV0485'ALONG TRACK ROAD TO A POINT OF RIDGE WHERE THE ROAD PASSES BETWEEN TWO
 MV0485'RIDGES, 10.1 MILES SOUTH OF PAHUTE MEADOW RANCH, 240 FEET NORTH OF A
 MV0485'DRAIN CROSSING AND 21 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET
 MV0485'EAST OF A WITNESS POST, ENCASED IN DRAINPIPE CASING.
 MV0485'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0462 ***********************************************************************
 HP0462  DESIGNATION -  31 LRC
 HP0462  PID         -  HP0462
 HP0462  STATE/COUNTY-  NV/LINCOLN
 HP0462  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0462
 HP0462                         *CURRENT SURVEY CONTROL
 HP0462  ___________________________________________________________________
 HP0462* NAD 83(1986)-  37 13 56.     (N)    114 27 53.     (W)     SCALED    
 HP0462* NAVD 88     -       866.773  (meters)    2843.74   (feet)  POSTED    
 HP0462  ___________________________________________________________________
 HP0462  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 HP0462  DYNAMIC HT  -         865.900 (meters)    2840.87  (feet)  COMP
 HP0462  MODELED GRAV-     979,590.0   (mgal)                       NAVD 88
 HP0462
 HP0462  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0462
 HP0462.The horizontal coordinates were scaled from a topographic map and have
 HP0462.an estimated accuracy of +/- 6 seconds.
 HP0462
 HP0462.The orthometric height was determined by differential leveling
 HP0462.and adjusted by the National Geodetic Survey in 1992..
 HP0462.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0462.rate of 1.1 thru 2.0 mm/km.
 HP0462
 HP0462.The geoid height was determined by GEOID03.
 HP0462
 HP0462.The dynamic height is computed by dividing the NAVD 88
 HP0462.geopotential number by the normal gravity value computed on the
 HP0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0462.degrees latitude (g = 980.6199 gals.).
 HP0462
 HP0462.The modeled gravity was interpolated from observed gravity values.
 HP0462
 HP0462;                    North         East    Units  Estimated Accuracy
 HP0462;SPC NV E     - 8,275,980.      299,260.      MT  (+/- 180 meters Scaled)
 HP0462
 HP0462                          SUPERSEDED SURVEY CONTROL
 HP0462
 HP0462  NGVD 29 (??/??/92)  865.96   (m)         2841.1    (f) COMPUTED    2 0
 HP0462
 HP0462.Superseded values are not recommended for survey control.
 HP0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0462.See file dsdata.txt to determine how the superseded data were derived.
 HP0462
 HP0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB249236(NAD 83)
 HP0462_MARKER: DD = SURVEY DISK
 HP0462_SETTING: 80 = SET IN A BOULDER
 HP0462_SP_SET: BOULDER
 HP0462_STAMPING: 31 LRC 1973 2841
 HP0462_MARK LOGO: USGS  
 HP0462_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0462+STABILITY: SURFACE MOTION
 HP0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0462+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0462
 HP0462  HISTORY     - Date     Condition        Report By
 HP0462  HISTORY     - 1973     MONUMENTED       USGS
 HP0462
 HP0462                          STATION DESCRIPTION
 HP0462
 HP0462'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0462'FROM LEITH, NEVADA, PROCEED 2.0 MILES SOUTH ALONG A GRAVEL ROAD TO
 HP0462'THE TOP OF A SMALL RISE, 42 FEET EAST AND 5 FEET HIGHER THAN THE
 HP0462'CENTER OF THE ROAD, CEMENTED FLUSH IN A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0942 ***********************************************************************
 LR0942  DESIGNATION -  31 O
 LR0942  PID         -  LR0942
 LR0942  STATE/COUNTY-  NV/LANDER
 LR0942  USGS QUAD   -  RUSSELLS (1965)
 LR0942
 LR0942                         *CURRENT SURVEY CONTROL
 LR0942  ___________________________________________________________________
 LR0942* NAD 83(1986)-  40 47 23.     (N)    116 59 13.     (W)     SCALED    
 LR0942* NAVD 88     -      1362.630  (meters)    4470.56   (feet)  POSTED    
 LR0942  ___________________________________________________________________
 LR0942  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 LR0942  DYNAMIC HT  -        1361.570 (meters)    4467.08  (feet)  COMP
 LR0942  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 LR0942
 LR0942  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0942
 LR0942.The horizontal coordinates were scaled from a topographic map and have
 LR0942.an estimated accuracy of +/- 6 seconds.
 LR0942
 LR0942.The orthometric height was determined by differential leveling
 LR0942.and adjusted by the National Geodetic Survey in 1992..
 LR0942.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0942.rate of 0.0 thru 1.0 mm/km.
 LR0942
 LR0942.The geoid height was determined by GEOID03.
 LR0942
 LR0942.The dynamic height is computed by dividing the NAVD 88
 LR0942.geopotential number by the normal gravity value computed on the
 LR0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0942.degrees latitude (g = 980.6199 gals.).
 LR0942
 LR0942.The modeled gravity was interpolated from observed gravity values.
 LR0942
 LR0942;                    North         East    Units  Estimated Accuracy
 LR0942;SPC NV C     - 6,670,350.      472,970.      MT  (+/- 180 meters Scaled)
 LR0942
 LR0942                          SUPERSEDED SURVEY CONTROL
 LR0942
 LR0942.No superseded survey control is available for this station.
 LR0942
 LR0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF011154(NAD 83)
 LR0942_MARKER: DD = SURVEY DISK
 LR0942_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LR0942_SP_SET: PREFAB CONC. POST IN EARTH
 LR0942_STAMPING: 31 O 1963
 LR0942_MARK LOGO: USGS  
 LR0942_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0942+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0942
 LR0942  HISTORY     - Date     Condition        Report By
 LR0942  HISTORY     - 1963     MONUMENTED       USGS
 LR0942
 LR0942                          STATION DESCRIPTION
 LR0942
 LR0942'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0942'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0942'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 8.0 MILES NORTHEAST
 LR0942'ALONG ROAD, 2.8 MILES NORTHEAST OF 25 RANCH, 71 FEET WEST OF THE
 LR0942'CENTERLINE OF THE ROAD, SOUTHEAST OF A WINDMILL, 3 FEET EAST OF AN END
 LR0942'FENCE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0669 ***********************************************************************
 GS0669  DESIGNATION -  31 TJS
 GS0669  PID         -  GS0669
 GS0669  STATE/COUNTY-  NV/NYE
 GS0669  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0669
 GS0669                         *CURRENT SURVEY CONTROL
 GS0669  ___________________________________________________________________
 GS0669* NAD 83(1986)-  36 50 41.     (N)    116 28 37.     (W)     SCALED    
 GS0669* NAVD 88     -      1270.376  (meters)    4167.89   (feet)  ADJUSTED  
 GS0669  ___________________________________________________________________
 GS0669  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 GS0669  DYNAMIC HT  -        1268.933 (meters)    4163.16  (feet)  COMP
 GS0669  MODELED GRAV-     979,451.9   (mgal)                       NAVD 88
 GS0669
 GS0669  VERT ORDER  -  FIRST     CLASS I
 GS0669
 GS0669.The horizontal coordinates were scaled from a topographic map and have
 GS0669.an estimated accuracy of +/- 6 seconds.
 GS0669
 GS0669.The orthometric height was determined by differential leveling
 GS0669.and adjusted by the National Geodetic Survey in May 2004..
 GS0669
 GS0669.The geoid height was determined by GEOID03.
 GS0669
 GS0669.The dynamic height is computed by dividing the NAVD 88
 GS0669.geopotential number by the normal gravity value computed on the
 GS0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0669.degrees latitude (g = 980.6199 gals.).
 GS0669
 GS0669.The modeled gravity was interpolated from observed gravity values.
 GS0669
 GS0669;                    North         East    Units  Estimated Accuracy
 GS0669;SPC NV C     - 6,232,410.      516,920.      MT  (+/- 180 meters Scaled)
 GS0669
 GS0669                          SUPERSEDED SURVEY CONTROL
 GS0669
 GS0669  NAVD 88 (??/??/92) 1270.383  (m)         4167.91   (f) UNKNOWN     3 0
 GS0669  NGVD 29 (05/01/91) 1269.422  (m)         4164.76   (f) ADJUSTED    1 1
 GS0669
 GS0669.Superseded values are not recommended for survey control.
 GS0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0669.See file dsdata.txt to determine how the superseded data were derived.
 GS0669
 GS0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA466777(NAD 83)
 GS0669_MARKER: DB = BENCH MARK DISK
 GS0669_SETTING: 66 = SET IN ROCK OUTCROP
 GS0669_SP_SET: BEDROCK
 GS0669_STAMPING: 31 TJS 1983
 GS0669_MARK LOGO: USGS  
 GS0669_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0669+STABILITY: POSITION/ELEVATION WELL
 GS0669
 GS0669  HISTORY     - Date     Condition        Report By
 GS0669  HISTORY     - 1983     MONUMENTED       USGS
 GS0669  HISTORY     - 1986     GOOD             USGS
 GS0669  HISTORY     - 1988     GOOD             USGS
 GS0669  HISTORY     - 19910225 GOOD             USGS
 GS0669  HISTORY     - 19930105 GOOD             USGS
 GS0669  HISTORY     - 19950112 GOOD             USGS
 GS0669
 GS0669                          STATION DESCRIPTION
 GS0669
 GS0669'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0669'46.7 KM (29.00 MI) EAST FROM BEATTY.
 GS0669'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0669'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0669'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0669'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0669'NORTHEASTERLY 6.2 MILES, 100 FEET EAST OF THE CENTERLINE OF THE ROAD,
 GS0669'260 FEET WEST OF AN OLD TRACK ROAD, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0669
 GS0669                          STATION RECOVERY (1986)
 GS0669
 GS0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0669'RECOVERED IN GOOD CONDITION.
 GS0669
 GS0669                          STATION RECOVERY (1988)
 GS0669
 GS0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0669'RECOVERED IN GOOD CONDITION.
 GS0669
 GS0669                          STATION RECOVERY (1991)
 GS0669
 GS0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0669'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0669'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0669'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0669'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0669'NORTHEASTERLY 6.2 MILES, 100 FEET EAST OF THE CENTERLINE OF THE ROAD,
 GS0669'260 FEET WEST OF AN OLD TRACK ROAD, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0669
 GS0669                          STATION RECOVERY (1993)
 GS0669
 GS0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0669'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0669'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0669'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0669'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0669'BEND IN THE ROAD, PROCEED NORTHEASTERLY 6.2 MILES (10.0 KM), 100
 GS0669'FEET (30.5 M) EAST OF THE CENTERLINE OF THE ROAD, 260 FEET (79.2 M)
 GS0669'WEST OF AN OLD TRACK ROAD, 6 FEET (1.8 M) SOUTH OF A ROCK CAIRN.
 GS0669
 GS0669                          STATION RECOVERY (1995)
 GS0669
 GS0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0669'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0301 ***********************************************************************
 GS0301  DESIGNATION -  3139
 GS0301  PID         -  GS0301
 GS0301  STATE/COUNTY-  NV/NYE
 GS0301  USGS QUAD   -  GOLD CENTER (1988)
 GS0301
 GS0301                         *CURRENT SURVEY CONTROL
 GS0301  ___________________________________________________________________
 GS0301* NAD 83(1986)-  36 52 03.     (N)    116 46 00.     (W)     SCALED    
 GS0301* NAVD 88     -       957.151  (meters)    3140.25   (feet)  ADJUSTED  
 GS0301  ___________________________________________________________________
 GS0301  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 GS0301  DYNAMIC HT  -         956.178 (meters)    3137.06  (feet)  COMP
 GS0301  MODELED GRAV-     979,582.6   (mgal)                       NAVD 88
 GS0301
 GS0301  VERT ORDER  -  FIRST     CLASS II
 GS0301
 GS0301.The horizontal coordinates were scaled from a topographic map and have
 GS0301.an estimated accuracy of +/- 6 seconds.
 GS0301
 GS0301.The orthometric height was determined by differential leveling
 GS0301.and adjusted by the National Geodetic Survey in June 1991..
 GS0301
 GS0301.The geoid height was determined by GEOID03.
 GS0301
 GS0301.The dynamic height is computed by dividing the NAVD 88
 GS0301.geopotential number by the normal gravity value computed on the
 GS0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0301.degrees latitude (g = 980.6199 gals.).
 GS0301
 GS0301.The modeled gravity was interpolated from observed gravity values.
 GS0301
 GS0301;                    North         East    Units  Estimated Accuracy
 GS0301;SPC NV C     - 6,234,930.      491,080.      MT  (+/- 180 meters Scaled)
 GS0301
 GS0301                          SUPERSEDED SURVEY CONTROL
 GS0301
 GS0301  NGVD 29 (05/01/91)  956.269  (m)         3137.36   (f) ADJUSTED    1 2
 GS0301
 GS0301.Superseded values are not recommended for survey control.
 GS0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0301.See file dsdata.txt to determine how the superseded data were derived.
 GS0301
 GS0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA207801(NAD 83)
 GS0301_MARKER: P = PIPE CAP
 GS0301_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0301_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0301_STAMPING: 3137.372 B 85 1907
 GS0301_MARK LOGO: USGS  
 GS0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0301
 GS0301  HISTORY     - Date     Condition        Report By
 GS0301  HISTORY     - 1907     MONUMENTED       USGS
 GS0301  HISTORY     - 1940     GOOD             NGS
 GS0301  HISTORY     - 1983     GOOD             NGS
 GS0301
 GS0301                          STATION DESCRIPTION
 GS0301
 GS0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GS0301'4 MI SE FROM BULLFROG.
 GS0301'4.0 MILES SOUTHEAST ALONG THE TONOPAH AND TIDEWATER RAILROAD
 GS0301'FROM BULLFROG, NYE COUNTY, 0.3 MILE WEST OF THE TRACK, AT THE
 GS0301'FORKS OF A ROAD, ABOUT 150 FEET SOUTH OF THE NORTH ROAD, ON A
 GS0301'SLIGHT RISE, AND 12 FEET NORTH OF THE SOUTH ROAD.  A UNITED
 GS0301'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3137.372 B 85
 GS0301'1907 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 GS0301
 GS0301                          STATION RECOVERY (1983)
 GS0301
 GS0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0301'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.65 KM
 GS0301'(2.9 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 GS0301'HIGHWAY 374 IN BEATTY, THENCE 0.95 KM (0.6 MI) WEST ALONG A DIRT ROAD
 GS0301'LEADING TO THE BEATTY AIRPORT, ON TOP OF A SLIGHT RISE SOUTH OF THE
 GS0301'ROAD, 55.8 METERS (183 FT) SOUTH OF THE CENTER OF THE ROAD,
 GS0301'65.8 METERS (216 FT) WEST OF THE CENTER OF A TRACK ROAD, 41.0 METERS
 GS0301'(134.5 FT) EAST OF THE CENTER OF A DIRT ROAD.  STAMPING--3137.372 85
 GS0301'1907.  PIPE PROJECTS 46 CM ABOVE THE GROUND.
 GS0301'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 GS0301'THE MARK IS 1.5 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0016 ***********************************************************************
 MU0016  DESIGNATION -  32
 MU0016  PID         -  MU0016
 MU0016  STATE/COUNTY-  NV/ELKO
 MU0016  USGS QUAD   -  DRY CREEK RESERVOIR (1971)
 MU0016
 MU0016                         *CURRENT SURVEY CONTROL
 MU0016  ___________________________________________________________________
 MU0016* NAD 83(1986)-  41 50 21.     (N)    116 14 03.     (W)     SCALED    
 MU0016* NAVD 88     -      1707.949  (meters)    5603.50   (feet)  ADJUSTED  
 MU0016  ___________________________________________________________________
 MU0016  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 MU0016  DYNAMIC HT  -        1706.683 (meters)    5599.34  (feet)  COMP
 MU0016  MODELED GRAV-     979,820.6   (mgal)                       NAVD 88
 MU0016
 MU0016  VERT ORDER  -  FIRST     CLASS II
 MU0016
 MU0016.The horizontal coordinates were scaled from a topographic map and have
 MU0016.an estimated accuracy of +/- 6 seconds.
 MU0016
 MU0016.The orthometric height was determined by differential leveling
 MU0016.and adjusted by the National Geodetic Survey in June 1991..
 MU0016
 MU0016.The geoid height was determined by GEOID03.
 MU0016
 MU0016.The dynamic height is computed by dividing the NAVD 88
 MU0016.geopotential number by the normal gravity value computed on the
 MU0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0016.degrees latitude (g = 980.6199 gals.).
 MU0016
 MU0016.The modeled gravity was interpolated from observed gravity values.
 MU0016
 MU0016;                    North         East    Units  Estimated Accuracy
 MU0016;SPC NV E     - 8,787,040.      145,950.      MT  (+/- 180 meters Scaled)
 MU0016
 MU0016                          SUPERSEDED SURVEY CONTROL
 MU0016
 MU0016  NGVD 29 (??/??/92) 1706.776  (m)         5599.65   (f) ADJ UNCH    1 2
 MU0016
 MU0016.Superseded values are not recommended for survey control.
 MU0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0016.See file dsdata.txt to determine how the superseded data were derived.
 MU0016
 MU0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG635322(NAD 83)
 MU0016_MARKER: DD = SURVEY DISK
 MU0016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MU0016_SP_SET: SHALLOW-SET PIPE
 MU0016_STAMPING: NO. 32 1911 ELEV. 5601
 MU0016_MARK LOGO: USGLO 
 MU0016_MAGNETIC: P = MARKER IS A STEEL PIPE
 MU0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0016
 MU0016  HISTORY     - Date     Condition        Report By
 MU0016  HISTORY     - 1911     MONUMENTED       USGLO
 MU0016  HISTORY     - 1934     GOOD             NGS
 MU0016  HISTORY     - 19840601 GOOD             NGS
 MU0016
 MU0016                          STATION DESCRIPTION
 MU0016
 MU0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MU0016'12.6 MI S FROM OWYHEE.
 MU0016'12.6 MILES SOUTH OF POST OFFICE AT OWYHEE ALONG STATE HIGHWAY NO. 11.
 MU0016'AT TOP OF HILL ASCENDING TO THE NORTH INTO OWYHEE INDIAN RESERVATION.
 MU0016'ABOUT 300 YARDS NORTH OF THE GATE AT THE SOUTH ENTRANCE TO THE
 MU0016'RESERVATION ON STATE HIGHWAY NO. 11.  ABOUT 55 FEET WEST OF CENTERLINE
 MU0016'OF OF OLD HIGHWAY.  IRON POST WITH BRONZE CAP STAMPED U.S. GENERAL
 MU0016'LAND OFFICE.
 MU0016
 MU0016                          STATION RECOVERY (1984)
 MU0016
 MU0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0016'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 0.7 KM (0.45
 MU0016'MI) SOUTH ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE
 MU0016'19.9 KM (12.35 MI) SOUTH ALONG STATE HIGHWAY 11, AT THE SUMMIT, 0.3 KM
 MU0016'(0.2 MI) NORTH OF THE ENTRANCE TO THE DUCK VALLEY INDIAN RESERVATION,
 MU0016'16.7 M (55 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND 30.7 M (101 FT)
 MU0016'EAST OF A POWER POLE WITH A GUY WIRE ATTACHED.  PIPE PROJECTS 15 CM.
 MU0016'0.3 M ABOVE THE HIGHWAY. 0.4 M EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0548 ***********************************************************************
 KR0548  DESIGNATION -  32
 KR0548  PID         -  KR0548
 KR0548  STATE/COUNTY-  NV/CHURCHILL
 KR0548  USGS QUAD   -  STILLWATER (1985)
 KR0548
 KR0548                         *CURRENT SURVEY CONTROL
 KR0548  ___________________________________________________________________
 KR0548* NAD 83(1986)-  39 31 15.     (N)    118 32 42.     (W)     SCALED    
 KR0548* NAVD 88     -      1189.943  (meters)    3904.00   (feet)  ADJUSTED  
 KR0548  ___________________________________________________________________
 KR0548  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR0548  DYNAMIC HT  -        1188.925 (meters)    3900.66  (feet)  COMP
 KR0548  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 KR0548
 KR0548  VERT ORDER  -  FIRST     CLASS II
 KR0548
 KR0548.The horizontal coordinates were scaled from a topographic map and have
 KR0548.an estimated accuracy of +/- 6 seconds.
 KR0548
 KR0548.The orthometric height was determined by differential leveling
 KR0548.and adjusted by the National Geodetic Survey in June 1991..
 KR0548
 KR0548.The geoid height was determined by GEOID03.
 KR0548
 KR0548.The dynamic height is computed by dividing the NAVD 88
 KR0548.geopotential number by the normal gravity value computed on the
 KR0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0548.degrees latitude (g = 980.6199 gals.).
 KR0548
 KR0548.The modeled gravity was interpolated from observed gravity values.
 KR0548
 KR0548;                    North         East    Units  Estimated Accuracy
 KR0548;SPC NV W     - 4,529,420.      803,300.      MT  (+/- 180 meters Scaled)
 KR0548
 KR0548                          SUPERSEDED SURVEY CONTROL
 KR0548
 KR0548  NGVD 29 (??/??/92) 1188.999  (m)         3900.91   (f) ADJ UNCH    1 2
 KR0548
 KR0548.Superseded values are not recommended for survey control.
 KR0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0548.See file dsdata.txt to determine how the superseded data were derived.
 KR0548
 KR0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD671757(NAD 83)
 KR0548_MARKER: DD = SURVEY DISK
 KR0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0548_STAMPING: 32
 KR0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0548+STABILITY: SURFACE MOTION
 KR0548
 KR0548  HISTORY     - Date     Condition        Report By
 KR0548  HISTORY     - UNK      MONUMENTED       CGS
 KR0548  HISTORY     - 1955     GOOD             NGS
 KR0548
 KR0548                          STATION DESCRIPTION
 KR0548
 KR0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0548'IN STILLWATER.
 KR0548'AT STILLWATER, 149.1 FEET SOUTHEAST OF THE EAST CORNER OF THE STORE
 KR0548'AND POST OFFICE BUILDING, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KR0548'ROAD, 16 FEET WEST OF A TELEPHONE POLE, 2.3 FEET NORTHEAST OF A FENCE
 KR0548'CORNER POST, 1.4 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 KR0548'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 KR0548'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0084 ***********************************************************************
 JR0084  DESIGNATION -  32
 JR0084  PID         -  JR0084
 JR0084  STATE/COUNTY-  NV/MINERAL
 JR0084  USGS QUAD   -  HAWTHORNE EAST (1987)
 JR0084
 JR0084                         *CURRENT SURVEY CONTROL
 JR0084  ___________________________________________________________________
 JR0084* NAD 83(1986)-  38 31 28.     (N)    118 37 27.     (W)     SCALED    
 JR0084* NAVD 88     -      1319.69   (+/-2cm)    4329.7    (feet)  VERTCON   
 JR0084  ___________________________________________________________________
 JR0084  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 JR0084
 JR0084  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0084
 JR0084.The horizontal coordinates were scaled from a topographic map and have
 JR0084.an estimated accuracy of +/- 6 seconds.
 JR0084
 JR0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0084.The vertical order pertains to the NGVD 29 superseded value.
 JR0084
 JR0084.The geoid height was determined by GEOID03.
 JR0084
 JR0084;                    North         East    Units  Estimated Accuracy
 JR0084;SPC NV W     - 4,418,810.      796,440.      MT  (+/- 180 meters Scaled)
 JR0084
 JR0084                          SUPERSEDED SURVEY CONTROL
 JR0084
 JR0084  NGVD 29 (??/??/92) 1318.573  (m)         4326.02   (f) ADJ UNCH    2 0
 JR0084
 JR0084.Superseded values are not recommended for survey control.
 JR0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0084.See file dsdata.txt to determine how the superseded data were derived.
 JR0084
 JR0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC584652(NAD 83)
 JR0084_MARKER: DD = SURVEY DISK
 JR0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0084_SP_SET: CURB
 JR0084_STAMPING: 32 S-664-4
 JR0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0084
 JR0084  HISTORY     - Date     Condition        Report By
 JR0084  HISTORY     - UNK      MONUMENTED       NVDH
 JR0084  HISTORY     - 1953     GOOD             NGS
 JR0084  HISTORY     - 1955     MARK NOT FOUND   NGS
 JR0084
 JR0084                          STATION DESCRIPTION
 JR0084
 JR0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0084'AT HAWTHORNE.
 JR0084'AT HAWTHORNE, AT THE INTERSECTION OF U.S. HIGHWAY 95, STATE
 JR0084'HIGHWAY 31 AND FIFTH STREET, AT THE WEST ENTRANCE TO AN ASSOCIATED
 JR0084'SERVICE STATION, IN THE TOP OF THE EAST CONCRETE CURB OF HIGHWAY
 JR0084'31, 49 1/2 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION,
 JR0084'41 1/2 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 95, 35.1 FEET
 JR0084'NORTHWEST OF THE NORTHWEST CORNER OF THE STATION BUILDING, 25
 JR0084'FEET EAST OF THE CENTER LINE OF HIGHWAY 31, AND ABOUT LEVEL
 JR0084'WITH HIGHWAY 31.
 JR0084
 JR0084                          STATION RECOVERY (1955)
 JR0084
 JR0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 JR0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0220 ***********************************************************************
 JR0220  DESIGNATION -  32
 JR0220  PID         -  JR0220
 JR0220  STATE/COUNTY-  NV/MINERAL
 JR0220  USGS QUAD   -  BASALT (1982)
 JR0220
 JR0220                         *CURRENT SURVEY CONTROL
 JR0220  ___________________________________________________________________
 JR0220* NAD 83(1986)-  38 06 44.     (N)    118 16 07.     (W)     SCALED    
 JR0220* NAVD 88     -      1710.335  (meters)    5611.32   (feet)  ADJUSTED  
 JR0220  ___________________________________________________________________
 JR0220  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 JR0220  DYNAMIC HT  -        1708.428 (meters)    5605.07  (feet)  COMP
 JR0220  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 JR0220
 JR0220  VERT ORDER  -  FIRST     CLASS II
 JR0220
 JR0220.The horizontal coordinates were scaled from a topographic map and have
 JR0220.an estimated accuracy of +/- 6 seconds.
 JR0220
 JR0220.The orthometric height was determined by differential leveling
 JR0220.and adjusted by the National Geodetic Survey in June 1991..
 JR0220
 JR0220.The geoid height was determined by GEOID03.
 JR0220
 JR0220.The dynamic height is computed by dividing the NAVD 88
 JR0220.geopotential number by the normal gravity value computed on the
 JR0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0220.degrees latitude (g = 980.6199 gals.).
 JR0220
 JR0220.The modeled gravity was interpolated from observed gravity values.
 JR0220
 JR0220;                    North         East    Units  Estimated Accuracy
 JR0220;SPC NV W     - 4,373,110.      827,600.      MT  (+/- 180 meters Scaled)
 JR0220
 JR0220                          SUPERSEDED SURVEY CONTROL
 JR0220
 JR0220  NGVD 29 (??/??/92) 1709.084  (m)         5607.22   (f) ADJ UNCH    1 2
 JR0220
 JR0220.Superseded values are not recommended for survey control.
 JR0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0220.See file dsdata.txt to determine how the superseded data were derived.
 JR0220
 JR0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC887190(NAD 83)
 JR0220_MARKER: DD = SURVEY DISK
 JR0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0220_SP_SET: CONCRETE POST
 JR0220_STAMPING: 32 S 662-1 M1-10
 JR0220_MARK LOGO: NVDH  
 JR0220_PROJECTION: FLUSH
 JR0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0220+STABILITY: SURFACE MOTION
 JR0220
 JR0220  HISTORY     - Date     Condition        Report By
 JR0220  HISTORY     - UNK      MONUMENTED       NVDH
 JR0220  HISTORY     - 1955     GOOD             NGS
 JR0220  HISTORY     - 1986     GOOD             NGS
 JR0220
 JR0220                          STATION DESCRIPTION
 JR0220
 JR0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0220'8 MI N FROM BASALT.
 JR0220'8.0 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 JR0220'U.S. HIGHWAY 6 AT BASALT, 0.4 MILE NORTHEAST OF A SUMMIT, 27.7
 JR0220'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET
 JR0220'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 JR0220'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 JR0220'THE GROUND.
 JR0220
 JR0220                          STATION RECOVERY (1986)
 JR0220
 JR0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0220'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0220'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 JR0220'MONTGOMERY, THENCE 12.0 KM (7.5 MI) NORTH ALONG STATE HIGHWAY 360,
 JR0220'0.78 KM (0.48 MI) NORTHEAST OF MILEPOST 7, 0.08 KM (0.05 MI)
 JR0220'NORTHEAST OF THE T-JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, 8.4
 JR0220'METERS (27.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 JR0220'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 JR0220'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0671 ***********************************************************************
 LR0671  DESIGNATION -  32
 LR0671  PID         -  LR0671
 LR0671  STATE/COUNTY-  NV/HUMBOLDT
 LR0671  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0671
 LR0671                         *CURRENT SURVEY CONTROL
 LR0671  ___________________________________________________________________
 LR0671* NAD 83(1986)-  40 58 08.     (N)    117 43 13.     (W)     SCALED    
 LR0671* NAVD 88     -      1338.453  (meters)    4391.24   (feet)  ADJUSTED  
 LR0671  ___________________________________________________________________
 LR0671  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 LR0671  DYNAMIC HT  -        1337.436 (meters)    4387.90  (feet)  COMP
 LR0671  MODELED GRAV-     979,818.0   (mgal)                       NAVD 88
 LR0671
 LR0671  VERT ORDER  -  SECOND    CLASS 0
 LR0671
 LR0671.The horizontal coordinates were scaled from a topographic map and have
 LR0671.an estimated accuracy of +/- 6 seconds.
 LR0671
 LR0671.The orthometric height was determined by differential leveling
 LR0671.and adjusted by the National Geodetic Survey in June 1991..
 LR0671
 LR0671.The geoid height was determined by GEOID03.
 LR0671
 LR0671.The dynamic height is computed by dividing the NAVD 88
 LR0671.geopotential number by the normal gravity value computed on the
 LR0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0671.degrees latitude (g = 980.6199 gals.).
 LR0671
 LR0671.The modeled gravity was interpolated from observed gravity values.
 LR0671
 LR0671;                    North         East    Units  Estimated Accuracy
 LR0671;SPC NV W     - 4,690,550.      872,640.      MT  (+/- 180 meters Scaled)
 LR0671
 LR0671                          SUPERSEDED SURVEY CONTROL
 LR0671
 LR0671  NGVD 29 (??/??/92) 1337.408  (m)         4387.81   (f) ADJ UNCH    2 0
 LR0671
 LR0671.Superseded values are not recommended for survey control.
 LR0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0671.See file dsdata.txt to determine how the superseded data were derived.
 LR0671
 LR0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF393355(NAD 83)
 LR0671_MARKER: DD = SURVEY DISK
 LR0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0671_STAMPING: BM I-001-3 (2) 32
 LR0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0671+STABILITY: SURFACE MOTION
 LR0671
 LR0671  HISTORY     - Date     Condition        Report By
 LR0671  HISTORY     - UNK      MONUMENTED       NVDH
 LR0671  HISTORY     - 1958     GOOD             NGS
 LR0671
 LR0671                          STATION DESCRIPTION
 LR0671
 LR0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0671'0.8 MI SE FROM WINNEMUCCA.
 LR0671'0.6 MILE SOUTHEAST ALONG BRIDGE STREET FROM THE COURT HOUSE AT
 LR0671'WINNEMUCCA, THENCE 0.2 MILE NORTH ALONG A GRAVEL ROAD TO NEAR THE
 LR0671'SOUTHWEST CORNER OF THE WINNEMUCCA GOLF COURSE, 29.0 FEET WEST OF
 LR0671'CENTER OF GRAVEL ROAD, 10.0 FEET EAST OF CANAL BANK, 4.0 FEET EAST OF
 LR0671'A METAL WITNESS POST, SET IN A ROUND CONCRETE POST 5 INCHES BELOW
 LR0671'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0318 ***********************************************************************
 GR0318  DESIGNATION -  32 B
 GR0318  PID         -  GR0318
 GR0318  STATE/COUNTY-  NV/CLARK
 GR0318  USGS QUAD   -  JUMBO PEAK (1983)
 GR0318
 GR0318                         *CURRENT SURVEY CONTROL
 GR0318  ___________________________________________________________________
 GR0318* NAD 83(1986)-  36 08 09.     (N)    114 11 20.     (W)     SCALED    
 GR0318* NAVD 88     -       761.915  (meters)    2499.72   (feet)  POSTED    
 GR0318  ___________________________________________________________________
 GR0318  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 GR0318  DYNAMIC HT  -         761.130 (meters)    2497.14  (feet)  COMP
 GR0318  MODELED GRAV-     979,581.5   (mgal)                       NAVD 88
 GR0318
 GR0318  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0318
 GR0318.The horizontal coordinates were scaled from a topographic map and have
 GR0318.an estimated accuracy of +/- 6 seconds.
 GR0318
 GR0318.The orthometric height was determined by differential leveling
 GR0318.and adjusted by the National Geodetic Survey in 1992..
 GR0318.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0318.rate of 0.0 thru 1.0 mm/km.
 GR0318
 GR0318.The geoid height was determined by GEOID03.
 GR0318
 GR0318.The dynamic height is computed by dividing the NAVD 88
 GR0318.geopotential number by the normal gravity value computed on the
 GR0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0318.degrees latitude (g = 980.6199 gals.).
 GR0318
 GR0318.The modeled gravity was interpolated from observed gravity values.
 GR0318
 GR0318;                    North         East    Units  Estimated Accuracy
 GR0318;SPC NV E     - 8,154,640.      325,500.      MT  (+/- 180 meters Scaled)
 GR0318
 GR0318                          SUPERSEDED SURVEY CONTROL
 GR0318
 GR0318  NGVD 29 (??/??/92)  761.192  (m)         2497.34   (f) ADJ UNCH    1 1
 GR0318
 GR0318.Superseded values are not recommended for survey control.
 GR0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0318.See file dsdata.txt to determine how the superseded data were derived.
 GR0318
 GR0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA529026(NAD 83)
 GR0318_MARKER: DD = SURVEY DISK
 GR0318_SETTING: 80 = SET IN A BOULDER
 GR0318_SP_SET: BOULDER
 GR0318_STAMPING: B 2400 2497 1920 32
 GR0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0318+STABILITY: SURFACE MOTION
 GR0318
 GR0318  HISTORY     - Date     Condition        Report By
 GR0318  HISTORY     - 1920     MONUMENTED       USGS
 GR0318  HISTORY     - 1950     GOOD             NGS
 GR0318
 GR0318                          STATION DESCRIPTION
 GR0318
 GR0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0318'0.6 MI SE FROM LAKE SHORE MINE.
 GR0318'0.4 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, THENCE
 GR0318'0.1 MILE EAST ACROSS A RIDGE, THENCE 0.1 MILE NORTHWEST ALONG A WASH,
 GR0318'IN THE TOP OF A LARGE BOULDER, 40 FEET WEST OF THE APPROXIMATE CENTER
 GR0318'OF THE WASH, 2 FEET NORTH OF A PROMINENT 8-FOOT-HIGH BOULDER, ABOUT 5
 GR0318'FEET HIGHER THAN THE BED OF THE WASH, AND MARKED BY THE WHITE PAINTED
 GR0318'LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0638 ***********************************************************************
 MU0638  DESIGNATION -  32 BKC
 MU0638  PID         -  MU0638
 MU0638  STATE/COUNTY-  NV/ELKO
 MU0638  USGS QUAD   -  STAR VALLEY RIDGE SE (1973)
 MU0638
 MU0638                         *CURRENT SURVEY CONTROL
 MU0638  ___________________________________________________________________
 MU0638* NAD 83(1986)-  41 45 57.     (N)    116 51 25.     (W)     SCALED    
 MU0638* NAVD 88     -      1607.870  (meters)    5275.15   (feet)  POSTED    
 MU0638  ___________________________________________________________________
 MU0638  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 MU0638  DYNAMIC HT  -        1606.700 (meters)    5271.31  (feet)  COMP
 MU0638  MODELED GRAV-     979,840.8   (mgal)                       NAVD 88
 MU0638
 MU0638  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0638
 MU0638.The horizontal coordinates were scaled from a topographic map and have
 MU0638.an estimated accuracy of +/- 6 seconds.
 MU0638
 MU0638.The orthometric height was determined by differential leveling
 MU0638.and adjusted by the National Geodetic Survey in 1992..
 MU0638.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0638.rate of 0.0 thru 1.0 mm/km.
 MU0638
 MU0638.The geoid height was determined by GEOID03.
 MU0638
 MU0638.The dynamic height is computed by dividing the NAVD 88
 MU0638.geopotential number by the normal gravity value computed on the
 MU0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0638.degrees latitude (g = 980.6199 gals.).
 MU0638
 MU0638.The modeled gravity was interpolated from observed gravity values.
 MU0638
 MU0638;                    North         East    Units  Estimated Accuracy
 MU0638;SPC NV E     - 8,779,480.       94,100.      MT  (+/- 180 meters Scaled)
 MU0638
 MU0638                          SUPERSEDED SURVEY CONTROL
 MU0638
 MU0638  NGVD 29 (??/??/92) 1606.76   (m)         5271.5    (f) COMPUTED    2 0
 MU0638
 MU0638.Superseded values are not recommended for survey control.
 MU0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0638.See file dsdata.txt to determine how the superseded data were derived.
 MU0638
 MU0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG118237(NAD 83)
 MU0638_MARKER: DD = SURVEY DISK
 MU0638_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0638_SP_SET: COPPER-CLAD STEEL ROD
 MU0638_STAMPING: 32 BKC 1973 5272
 MU0638_MARK LOGO: USGS  
 MU0638_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0638+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0638
 MU0638  HISTORY     - Date     Condition        Report By
 MU0638  HISTORY     - 1973     MONUMENTED       USGS
 MU0638
 MU0638                          STATION DESCRIPTION
 MU0638
 MU0638'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0638'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0638'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0638'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 21.0 MILES NORTHWEST ALONG
 MU0638'ROAD, 1.1 MILES SOUTH AND 20.6 MILES WEST AND 0.8 MILES SOUTHEAST OF
 MU0638'DESERT RANCH, 45 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET
 MU0638'NORTHWEST OF A CAIRN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH
 MU0638'BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0450 ***********************************************************************
 JP0450  DESIGNATION -  32 DOR
 JP0450  PID         -  JP0450
 JP0450  STATE/COUNTY-  NV/LINCOLN
 JP0450  USGS QUAD   -  SILVER KING MTN SW (1971)
 JP0450
 JP0450                         *CURRENT SURVEY CONTROL
 JP0450  ___________________________________________________________________
 JP0450* NAD 83(1986)-  38 06 25.     (N)    114 58 19.     (W)     SCALED    
 JP0450* NAVD 88     -      1625.447  (meters)    5332.82   (feet)  ADJUSTED  
 JP0450  ___________________________________________________________________
 JP0450  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 JP0450  DYNAMIC HT  -        1623.657 (meters)    5326.95  (feet)  COMP
 JP0450  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 JP0450
 JP0450  VERT ORDER  -  SECOND    CLASS 0
 JP0450
 JP0450.The horizontal coordinates were scaled from a topographic map and have
 JP0450.an estimated accuracy of +/- 6 seconds.
 JP0450
 JP0450.The orthometric height was determined by differential leveling
 JP0450.and adjusted by the National Geodetic Survey in June 1991..
 JP0450
 JP0450.The geoid height was determined by GEOID03.
 JP0450
 JP0450.The dynamic height is computed by dividing the NAVD 88
 JP0450.geopotential number by the normal gravity value computed on the
 JP0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0450.degrees latitude (g = 980.6199 gals.).
 JP0450
 JP0450.The modeled gravity was interpolated from observed gravity values.
 JP0450
 JP0450;                    North         East    Units  Estimated Accuracy
 JP0450;SPC NV E     - 8,372,650.      253,620.      MT  (+/- 180 meters Scaled)
 JP0450
 JP0450                          SUPERSEDED SURVEY CONTROL
 JP0450
 JP0450.No superseded survey control is available for this station.
 JP0450
 JP0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC778196(NAD 83)
 JP0450_MARKER: DD = SURVEY DISK
 JP0450_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0450_SP_SET: COPPER-CLAD STEEL ROD
 JP0450_STAMPING: 32 DOR 1968 5329
 JP0450_MARK LOGO: USGS  
 JP0450_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0450+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0450
 JP0450  HISTORY     - Date     Condition        Report By
 JP0450  HISTORY     - 1968     MONUMENTED       USGS
 JP0450
 JP0450                          STATION DESCRIPTION
 JP0450
 JP0450'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0450'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 43.4 MILES NORTHEAST
 JP0450'ALONG HIGHWAY 38 TO THE TOP OF A SLIGHT RISE, 48 FEET WEST OF THE
 JP0450'ROAD, 2 FEET EAST OF A WITNESS SIGN, SET ON A COPPER-COATED ROD
 JP0450'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0546 ***********************************************************************
 JP0546  DESIGNATION -  32 DOR
 JP0546  PID         -  JP0546
 JP0546  STATE/COUNTY-  NV/LINCOLN
 JP0546  USGS QUAD   -  GRASSY MTN (1973)
 JP0546
 JP0546                         *CURRENT SURVEY CONTROL
 JP0546  ___________________________________________________________________
 JP0546* NAD 83(1986)-  38 19 22.     (N)    114 43 55.     (W)     SCALED    
 JP0546* NAVD 88     -      1816.270  (meters)    5958.88   (feet)  ADJUSTED  
 JP0546  ___________________________________________________________________
 JP0546  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 JP0546  DYNAMIC HT  -        1814.265 (meters)    5952.30  (feet)  COMP
 JP0546  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 JP0546
 JP0546  VERT ORDER  -  SECOND    CLASS 0
 JP0546
 JP0546.The horizontal coordinates were scaled from a topographic map and have
 JP0546.an estimated accuracy of +/- 6 seconds.
 JP0546
 JP0546.The orthometric height was determined by differential leveling
 JP0546.and adjusted by the National Geodetic Survey in August 1995..
 JP0546
 JP0546.The geoid height was determined by GEOID03.
 JP0546
 JP0546.The dynamic height is computed by dividing the NAVD 88
 JP0546.geopotential number by the normal gravity value computed on the
 JP0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0546.degrees latitude (g = 980.6199 gals.).
 JP0546
 JP0546.The modeled gravity was interpolated from observed gravity values.
 JP0546
 JP0546;                    North         East    Units  Estimated Accuracy
 JP0546;SPC NV E     - 8,396,770.      274,440.      MT  (+/- 180 meters Scaled)
 JP0546
 JP0546                          SUPERSEDED SURVEY CONTROL
 JP0546
 JP0546.No superseded survey control is available for this station.
 JP0546
 JP0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC982440(NAD 83)
 JP0546_MARKER: DD = SURVEY DISK
 JP0546_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0546_SP_SET: COPPER-CLAD STEEL ROD
 JP0546_STAMPING: 32 DOR 1971 5955
 JP0546_MARK LOGO: USGS  
 JP0546_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0546
 JP0546  HISTORY     - Date     Condition        Report By
 JP0546  HISTORY     - 1971     MONUMENTED       USGS
 JP0546
 JP0546                          STATION DESCRIPTION
 JP0546
 JP0546'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0546'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0546'HIGHWAY 93 TO A T-ROAD WEST, THENCE 7.6 MILES WEST, 50 FEET NORTHEAST
 JP0546'OF AND 2 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 2 FEET
 JP0546'SOUTHWEST OF A WITNESS POST, A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0546'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0597 ***********************************************************************
 JP0597  DESIGNATION -  32 DOR
 JP0597  PID         -  JP0597
 JP0597  STATE/COUNTY-  NV/WHITE PINE
 JP0597  USGS QUAD   -  PARKER STATION (1969)
 JP0597
 JP0597                         *CURRENT SURVEY CONTROL
 JP0597  ___________________________________________________________________
 JP0597* NAD 83(1986)-  38 44 55.     (N)    114 50 12.     (W)     SCALED    
 JP0597* NAVD 88     -      2075.410  (meters)    6809.07   (feet)  ADJUSTED  
 JP0597  ___________________________________________________________________
 JP0597  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 JP0597  DYNAMIC HT  -        2073.069 (meters)    6801.39  (feet)  COMP
 JP0597  MODELED GRAV-     979,425.7   (mgal)                       NAVD 88
 JP0597
 JP0597  VERT ORDER  -  SECOND    CLASS 0
 JP0597
 JP0597.The horizontal coordinates were scaled from a topographic map and have
 JP0597.an estimated accuracy of +/- 6 seconds.
 JP0597
 JP0597.The orthometric height was determined by differential leveling
 JP0597.and adjusted by the National Geodetic Survey in August 1995..
 JP0597
 JP0597.The geoid height was determined by GEOID03.
 JP0597
 JP0597.The dynamic height is computed by dividing the NAVD 88
 JP0597.geopotential number by the normal gravity value computed on the
 JP0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0597.degrees latitude (g = 980.6199 gals.).
 JP0597
 JP0597.The modeled gravity was interpolated from observed gravity values.
 JP0597
 JP0597;                    North         East    Units  Estimated Accuracy
 JP0597;SPC NV E     - 8,443,960.      264,900.      MT  (+/- 180 meters Scaled)
 JP0597
 JP0597                          SUPERSEDED SURVEY CONTROL
 JP0597
 JP0597.No superseded survey control is available for this station.
 JP0597
 JP0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC879911(NAD 83)
 JP0597_MARKER: DD = SURVEY DISK
 JP0597_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0597_SP_SET: COPPER-CLAD STEEL ROD
 JP0597_STAMPING: 32 DOR 1973 6805
 JP0597_MARK LOGO: USGS  
 JP0597_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0597
 JP0597  HISTORY     - Date     Condition        Report By
 JP0597  HISTORY     - 1973     MONUMENTED       USGS
 JP0597
 JP0597                          STATION DESCRIPTION
 JP0597
 JP0597'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0597'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0597'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 31.9 MILES
 JP0597'SOUTH, 70 FEET WEST OF AND 3 FEET LOWER THAN THE CENTERLINE OF THE
 JP0597'ROAD, 20 FEET NORTH OF A FENCE BRACE, 0.5 FOOT EAST OF A FENCE,
 JP0597'A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE
 JP0597'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0561 ***********************************************************************
 MU0561  DESIGNATION -  32 FMK
 MU0561  PID         -  MU0561
 MU0561  STATE/COUNTY-  NV/ELKO
 MU0561  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0561
 MU0561                         *CURRENT SURVEY CONTROL
 MU0561  ___________________________________________________________________
 MU0561* NAD 83(1986)-  41 31 22.     (N)    116 40 21.     (W)     SCALED    
 MU0561* NAVD 88     -      1660.464  (meters)    5447.71   (feet)  POSTED    
 MU0561  ___________________________________________________________________
 MU0561  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 MU0561  DYNAMIC HT  -        1659.190 (meters)    5443.53  (feet)  COMP
 MU0561  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 MU0561
 MU0561  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0561
 MU0561.The horizontal coordinates were scaled from a topographic map and have
 MU0561.an estimated accuracy of +/- 6 seconds.
 MU0561
 MU0561.The orthometric height was determined by differential leveling
 MU0561.and adjusted by the National Geodetic Survey in 1992..
 MU0561.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0561.rate of 0.0 thru 1.0 mm/km.
 MU0561
 MU0561.The geoid height was determined by GEOID03.
 MU0561
 MU0561.The dynamic height is computed by dividing the NAVD 88
 MU0561.geopotential number by the normal gravity value computed on the
 MU0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0561.degrees latitude (g = 980.6199 gals.).
 MU0561
 MU0561.The modeled gravity was interpolated from observed gravity values.
 MU0561
 MU0561;                    North         East    Units  Estimated Accuracy
 MU0561;SPC NV E     - 8,752,270.      109,100.      MT  (+/- 180 meters Scaled)
 MU0561
 MU0561                          SUPERSEDED SURVEY CONTROL
 MU0561
 MU0561.No superseded survey control is available for this station.
 MU0561
 MU0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF273968(NAD 83)
 MU0561_MARKER: DD = SURVEY DISK
 MU0561_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0561_SP_SET: COPPER-CLAD STEEL ROD
 MU0561_STAMPING: 32 FMK 1973 5444
 MU0561_MARK LOGO: USGS  
 MU0561_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0561+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0561
 MU0561  HISTORY     - Date     Condition        Report By
 MU0561  HISTORY     - 1973     MONUMENTED       USGS
 MU0561
 MU0561                          STATION DESCRIPTION
 MU0561
 MU0561'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0561'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0561'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0561'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 1.0 MILE WEST-NORTHWEST ALONG
 MU0561'ROAD, 7.6 MILES WEST AND 1.0 MILE NORTHWEST OF WINTERS RANCH -STONE
 MU0561'HOUSE-, 28 FEET WEST OF THE CENTERLINE OF THE ROAD, A COPPER-COATED
 MU0561'ROD ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0150 ***********************************************************************
 MT0150  DESIGNATION -  32 GWM
 MT0150  PID         -  MT0150
 MT0150  STATE/COUNTY-  NV/ELKO
 MT0150  USGS QUAD   -  TWELVEMILE RANCH (1982)
 MT0150
 MT0150                         *CURRENT SURVEY CONTROL
 MT0150  ___________________________________________________________________
 MT0150* NAD 83(1986)-  41 29 46.     (N)    114 14 44.     (W)     SCALED    
 MT0150* NAVD 88     -      1544.656  (meters)    5067.76   (feet)  ADJUSTED  
 MT0150  ___________________________________________________________________
 MT0150  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 MT0150  DYNAMIC HT  -        1543.502 (meters)    5063.97  (feet)  COMP
 MT0150  MODELED GRAV-     979,821.6   (mgal)                       NAVD 88
 MT0150
 MT0150  VERT ORDER  -  SECOND    CLASS 0
 MT0150
 MT0150.The horizontal coordinates were scaled from a topographic map and have
 MT0150.an estimated accuracy of +/- 6 seconds.
 MT0150
 MT0150.The orthometric height was determined by differential leveling
 MT0150.and adjusted by the National Geodetic Survey in June 1991..
 MT0150
 MT0150.The geoid height was determined by GEOID03.
 MT0150
 MT0150.The dynamic height is computed by dividing the NAVD 88
 MT0150.geopotential number by the normal gravity value computed on the
 MT0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0150.degrees latitude (g = 980.6199 gals.).
 MT0150
 MT0150.The modeled gravity was interpolated from observed gravity values.
 MT0150
 MT0150;                    North         East    Units  Estimated Accuracy
 MT0150;SPC NV E     - 8,749,600.      311,700.      MT  (+/- 180 meters Scaled)
 MT0150
 MT0150                          SUPERSEDED SURVEY CONTROL
 MT0150
 MT0150  NGVD 29 (??/??/92) 1543.567  (m)         5064.19   (f) ADJ UNCH    2 0
 MT0150
 MT0150.Superseded values are not recommended for survey control.
 MT0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0150.See file dsdata.txt to determine how the superseded data were derived.
 MT0150
 MT0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF299974(NAD 83)
 MT0150_MARKER: DD = SURVEY DISK
 MT0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0150_STAMPING: GWM 32 1939 5064
 MT0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0150+STABILITY: SURFACE MOTION
 MT0150
 MT0150  HISTORY     - Date     Condition        Report By
 MT0150  HISTORY     - 1939     MONUMENTED       USGS
 MT0150  HISTORY     - 1958     GOOD             NGS
 MT0150
 MT0150                          STATION DESCRIPTION
 MT0150
 MT0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0150'18.0 MI N FROM MONTELLO.
 MT0150'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0150'MONTELLO, THENCE 17.85 MILES NORTH ALONG A GRAVEL ROAD, ON THE OUTSIDE
 MT0150'OF A CURVE, MIDWAY BETWEEN TWO NORTH-SOUTH RIDGES, 39 FEET NORTH OF
 MT0150'THE CENTER LINE OF THE ROAD, 55 FEET NORTH AND ACROSS THE ROAD FROM A
 MT0150'TELEPHONE POLE WITH A BRACE, 1 1/2 FEET HIGHER THAN THE ROAD, AND SET
 MT0150'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0505 ***********************************************************************
 MU0505  DESIGNATION -  32 HEI
 MU0505  PID         -  MU0505
 MU0505  STATE/COUNTY-  NV/HUMBOLDT
 MU0505  USGS QUAD   -  MAHOGANY SPRING (1980)
 MU0505
 MU0505                         *CURRENT SURVEY CONTROL
 MU0505  ___________________________________________________________________
 MU0505* NAD 83(1986)-  41 56 01.     (N)    117 18 56.     (W)     SCALED    
 MU0505* NAVD 88     -      1833.089  (meters)    6014.06   (feet)  POSTED    
 MU0505  ___________________________________________________________________
 MU0505  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 MU0505  DYNAMIC HT  -        1831.720 (meters)    6009.57  (feet)  COMP
 MU0505  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 MU0505
 MU0505  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0505
 MU0505.The horizontal coordinates were scaled from a topographic map and have
 MU0505.an estimated accuracy of +/- 6 seconds.
 MU0505
 MU0505.The orthometric height was determined by differential leveling
 MU0505.and adjusted by the National Geodetic Survey in 1992..
 MU0505.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0505.rate of 0.0 thru 1.0 mm/km.
 MU0505
 MU0505.The geoid height was determined by GEOID03.
 MU0505
 MU0505.The dynamic height is computed by dividing the NAVD 88
 MU0505.geopotential number by the normal gravity value computed on the
 MU0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0505.degrees latitude (g = 980.6199 gals.).
 MU0505
 MU0505.The modeled gravity was interpolated from observed gravity values.
 MU0505
 MU0505;                    North         East    Units  Estimated Accuracy
 MU0505;SPC NV W     - 4,798,100.      905,140.      MT  (+/- 180 meters Scaled)
 MU0505
 MU0505                          SUPERSEDED SURVEY CONTROL
 MU0505
 MU0505  NGVD 29 (??/??/92) 1831.86   (m)         6010.0    (f) COMPUTED    2 0
 MU0505
 MU0505.Superseded values are not recommended for survey control.
 MU0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0505.See file dsdata.txt to determine how the superseded data were derived.
 MU0505
 MU0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG738424(NAD 83)
 MU0505_MARKER: DD = SURVEY DISK
 MU0505_SETTING: 66 = SET IN ROCK OUTCROP
 MU0505_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0505_STAMPING: 32 HEI 1974 6010
 MU0505_MARK LOGO: USGS  
 MU0505_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0505+STABILITY: POSITION/ELEVATION WELL
 MU0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0505+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0505
 MU0505  HISTORY     - Date     Condition        Report By
 MU0505  HISTORY     - 1974     MONUMENTED       USGS
 MU0505
 MU0505                          STATION DESCRIPTION
 MU0505
 MU0505'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0505'FROM GREELY CROSSING, NEVADA, PROCEED 20.3 MILES NORTH ALONG ROAD, ON
 MU0505'THE INSIDE EDGE OF A BROAD WIDE CURVE, 125 FEET NORTHWEST OF A DIM
 MU0505'Y-ROAD, 67 FEET NORTH AND LEVEL WITH THE CENTERLINE OF THE ROAD,
 MU0505'ALONGSIDE A SMALL CAIRN, SET IN A ROCK OUTCROP. NOTE-HIGHEST POINT OF
 MU0505'TABLET IS -INTERIOR- IN DEPARTMENT OF INTERIOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0508 ***********************************************************************
 LS0508  DESIGNATION -  32 HJH
 LS0508  PID         -  LS0508
 LS0508  STATE/COUNTY-  NV/WASHOE
 LS0508  USGS QUAD   -  TOHAKUM PEAK NE (1964)
 LS0508
 LS0508                         *CURRENT SURVEY CONTROL
 LS0508  ___________________________________________________________________
 LS0508* NAD 83(1986)-  40 12 38.     (N)    119 22 10.     (W)     SCALED    
 LS0508* NAVD 88     -      1163.290  (meters)    3816.56   (feet)  ADJUSTED  
 LS0508  ___________________________________________________________________
 LS0508  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 LS0508  DYNAMIC HT  -        1162.377 (meters)    3813.57  (feet)  COMP
 LS0508  MODELED GRAV-     979,800.9   (mgal)                       NAVD 88
 LS0508
 LS0508  VERT ORDER  -  SECOND    CLASS 0
 LS0508
 LS0508.The horizontal coordinates were scaled from a topographic map and have
 LS0508.an estimated accuracy of +/- 6 seconds.
 LS0508
 LS0508.The orthometric height was determined by differential leveling
 LS0508.and adjusted by the National Geodetic Survey in June 1991..
 LS0508
 LS0508.The geoid height was determined by GEOID03.
 LS0508
 LS0508.The dynamic height is computed by dividing the NAVD 88
 LS0508.geopotential number by the normal gravity value computed on the
 LS0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0508.degrees latitude (g = 980.6199 gals.).
 LS0508
 LS0508.The modeled gravity was interpolated from observed gravity values.
 LS0508
 LS0508;                    North         East    Units  Estimated Accuracy
 LS0508;SPC NV W     - 4,606,290.      733,080.      MT  (+/- 180 meters Scaled)
 LS0508
 LS0508                          SUPERSEDED SURVEY CONTROL
 LS0508
 LS0508  NGVD 29 (??/??/92) 1162.323  (m)         3813.39   (f) ADJ UNCH    2 0
 LS0508
 LS0508.Superseded values are not recommended for survey control.
 LS0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0508.See file dsdata.txt to determine how the superseded data were derived.
 LS0508
 LS0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE983538(NAD 83)
 LS0508_MARKER: DB = BENCH MARK DISK
 LS0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0508_SP_SET: CONCRETE POST
 LS0508_STAMPING: 32 HJH 1962 3813
 LS0508_MARK LOGO: USGS  
 LS0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0508+STABILITY: SURFACE MOTION
 LS0508
 LS0508  HISTORY     - Date     Condition        Report By
 LS0508  HISTORY     - 1962     MONUMENTED       USGS
 LS0508
 LS0508                          STATION DESCRIPTION
 LS0508
 LS0508'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0508'50.7 KM (31.50 MI) SOUTH FROM GERLACH.
 LS0508'31.5 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34, 0.3 MILES NORTH
 LS0508'OF A HIGH PINNACLE OF ROCK, 25 FEET NORTH OF A STEEL CULVERT AND
 LS0508'49 FEET WEST OF THE HIGHWAY CENTERLINE.
 LS0508'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0486 ***********************************************************************
 MV0486  DESIGNATION -  32 LRC
 MV0486  PID         -  MV0486
 MV0486  STATE/COUNTY-  NV/HUMBOLDT
 MV0486  USGS QUAD   -  PIDGEON SPRING (1979)
 MV0486
 MV0486                         *CURRENT SURVEY CONTROL
 MV0486  ___________________________________________________________________
 MV0486* NAD 83(1986)-  41 09 30.     (N)    118 56 09.     (W)     SCALED    
 MV0486* NAVD 88     -      1299.517  (meters)    4263.50   (feet)  ADJUSTED  
 MV0486  ___________________________________________________________________
 MV0486  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 MV0486  DYNAMIC HT  -        1298.557 (meters)    4260.35  (feet)  COMP
 MV0486  MODELED GRAV-     979,840.3   (mgal)                       NAVD 88
 MV0486
 MV0486  VERT ORDER  -  SECOND    CLASS 0
 MV0486
 MV0486.The horizontal coordinates were scaled from a topographic map and have
 MV0486.an estimated accuracy of +/- 6 seconds.
 MV0486
 MV0486.The orthometric height was determined by differential leveling
 MV0486.and adjusted by the National Geodetic Survey in June 1991..
 MV0486
 MV0486.The geoid height was determined by GEOID03.
 MV0486
 MV0486.The dynamic height is computed by dividing the NAVD 88
 MV0486.geopotential number by the normal gravity value computed on the
 MV0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0486.degrees latitude (g = 980.6199 gals.).
 MV0486
 MV0486.The modeled gravity was interpolated from observed gravity values.
 MV0486
 MV0486;                    North         East    Units  Estimated Accuracy
 MV0486;SPC NV W     - 4,711,290.      770,420.      MT  (+/- 180 meters Scaled)
 MV0486
 MV0486                          SUPERSEDED SURVEY CONTROL
 MV0486
 MV0486.No superseded survey control is available for this station.
 MV0486
 MV0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF375581(NAD 83)
 MV0486_MARKER: DD = SURVEY DISK
 MV0486_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MV0486_SP_SET: PREFAB CONC. POST IN EARTH
 MV0486_STAMPING: 32 LRC 1972 4260
 MV0486_MARK LOGO: USGS  
 MV0486_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MV0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0486+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0486
 MV0486  HISTORY     - Date     Condition        Report By
 MV0486  HISTORY     - 1972     MONUMENTED       USGS
 MV0486
 MV0486                          STATION DESCRIPTION
 MV0486
 MV0486'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0486'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0486'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0486'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0486'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 15.5 MILES NORTH
 MV0486'ALONG TRACK ROAD TO A PROMINENT Y-ROAD FORKS FORMING A TRIANGLE, 11.1
 MV0486'MILES SOUTH OF PAHUTE MEADOW RANCH, AT THE BASE OF A HILL AND WEST OF
 MV0486'A LOW SADDLE AND 53 FEET EAST OF THE CENERLINE OF A MAIN ROAD AND 41
 MV0486'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD PASSING OVER THE SADDLE,
 MV0486'2 FEET NORTHWEST OF A WITNESS POST (IN TRIANGLE) AND FLUSH WITH GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0464 ***********************************************************************
 HP0464  DESIGNATION -  32 LRC
 HP0464  PID         -  HP0464
 HP0464  STATE/COUNTY-  NV/LINCOLN
 HP0464  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0464
 HP0464                         *CURRENT SURVEY CONTROL
 HP0464  ___________________________________________________________________
 HP0464* NAD 83(1986)-  37 14 49.     (N)    114 27 53.     (W)     SCALED    
 HP0464* NAVD 88     -       879.738  (meters)    2886.27   (feet)  POSTED    
 HP0464  ___________________________________________________________________
 HP0464  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HP0464  DYNAMIC HT  -         878.840 (meters)    2883.33  (feet)  COMP
 HP0464  MODELED GRAV-     979,584.3   (mgal)                       NAVD 88
 HP0464
 HP0464  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0464
 HP0464.The horizontal coordinates were scaled from a topographic map and have
 HP0464.an estimated accuracy of +/- 6 seconds.
 HP0464
 HP0464.The orthometric height was determined by differential leveling
 HP0464.and adjusted by the National Geodetic Survey in 1992..
 HP0464.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0464.rate of 1.1 thru 2.0 mm/km.
 HP0464
 HP0464.The geoid height was determined by GEOID03.
 HP0464
 HP0464.The dynamic height is computed by dividing the NAVD 88
 HP0464.geopotential number by the normal gravity value computed on the
 HP0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0464.degrees latitude (g = 980.6199 gals.).
 HP0464
 HP0464.The modeled gravity was interpolated from observed gravity values.
 HP0464
 HP0464;                    North         East    Units  Estimated Accuracy
 HP0464;SPC NV E     - 8,277,620.      299,240.      MT  (+/- 180 meters Scaled)
 HP0464
 HP0464                          SUPERSEDED SURVEY CONTROL
 HP0464
 HP0464  NGVD 29 (??/??/92)  878.92   (m)         2883.6    (f) COMPUTED    2 0
 HP0464
 HP0464.Superseded values are not recommended for survey control.
 HP0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0464.See file dsdata.txt to determine how the superseded data were derived.
 HP0464
 HP0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB248252(NAD 83)
 HP0464_MARKER: DD = SURVEY DISK
 HP0464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0464_SP_SET: COPPER-CLAD STEEL ROD
 HP0464_STAMPING: 32 LRC 1973 2884
 HP0464_MARK LOGO: USGS  
 HP0464_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0464+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0464
 HP0464  HISTORY     - Date     Condition        Report By
 HP0464  HISTORY     - 1973     MONUMENTED       USGS
 HP0464
 HP0464                          STATION DESCRIPTION
 HP0464
 HP0464'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0464'FROM LEITH (AT THE ABANDONED STATION HOUSE), NEVADA, PROCEED 0.9
 HP0464'MILES SOUTH ALONG A GRAVEL ROAD TO A Y-ROAD FORK OF THE OLD ROAD WITH
 HP0464'THE NEW ROAD AT A POINT OF A RIDGE, 43 FEET WEST OF THE SIDE OF THE
 HP0464'ROAD, 41 FEET EAST-NORTHEAST OF A MAIN ROAD, ON A 5/8 INCH
 HP0464'COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH
 HP0464'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0944 ***********************************************************************
 LR0944  DESIGNATION -  32 O
 LR0944  PID         -  LR0944
 LR0944  STATE/COUNTY-  NV/LANDER
 LR0944  USGS QUAD   -  RUSSELLS (1965)
 LR0944
 LR0944                         *CURRENT SURVEY CONTROL
 LR0944  ___________________________________________________________________
 LR0944* NAD 83(1986)-  40 48 32.     (N)    116 57 35.     (W)     SCALED    
 LR0944* NAVD 88     -      1378.690  (meters)    4523.25   (feet)  POSTED    
 LR0944  ___________________________________________________________________
 LR0944  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 LR0944  DYNAMIC HT  -        1377.610 (meters)    4519.71  (feet)  COMP
 LR0944  MODELED GRAV-     979,795.0   (mgal)                       NAVD 88
 LR0944
 LR0944  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0944
 LR0944.The horizontal coordinates were scaled from a topographic map and have
 LR0944.an estimated accuracy of +/- 6 seconds.
 LR0944
 LR0944.The orthometric height was determined by differential leveling
 LR0944.and adjusted by the National Geodetic Survey in 1992..
 LR0944.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0944.rate of 0.0 thru 1.0 mm/km.
 LR0944
 LR0944.The geoid height was determined by GEOID03.
 LR0944
 LR0944.The dynamic height is computed by dividing the NAVD 88
 LR0944.geopotential number by the normal gravity value computed on the
 LR0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0944.degrees latitude (g = 980.6199 gals.).
 LR0944
 LR0944.The modeled gravity was interpolated from observed gravity values.
 LR0944
 LR0944;                    North         East    Units  Estimated Accuracy
 LR0944;SPC NV C     - 6,672,470.      475,280.      MT  (+/- 180 meters Scaled)
 LR0944
 LR0944                          SUPERSEDED SURVEY CONTROL
 LR0944
 LR0944.No superseded survey control is available for this station.
 LR0944
 LR0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF033175(NAD 83)
 LR0944_MARKER: DD = SURVEY DISK
 LR0944_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LR0944_SP_SET: PREFAB CONC. POST IN EARTH
 LR0944_STAMPING: 32 O 1963
 LR0944_MARK LOGO: USGS  
 LR0944_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0944+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0944
 LR0944  HISTORY     - Date     Condition        Report By
 LR0944  HISTORY     - 1963     MONUMENTED       USGS
 LR0944
 LR0944                          STATION DESCRIPTION
 LR0944
 LR0944'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0944'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0944'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 10.1 MILES NORTHEAST
 LR0944'ALONG ROAD, 4.9 MILES NORTHEAST OF 25 RANCH, 51 FEET EAST OF THE
 LR0944'CENTERLINE OF THE ROAD, 3 FEET EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0670 ***********************************************************************
 GS0670  DESIGNATION -  32 TJS
 GS0670  PID         -  GS0670
 GS0670  STATE/COUNTY-  NV/NYE
 GS0670  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0670
 GS0670                         *CURRENT SURVEY CONTROL
 GS0670  ___________________________________________________________________
 GS0670* NAD 83(1986)-  36 50 50.     (N)    116 28 35.     (W)     SCALED    
 GS0670* NAVD 88     -      1284.349  (meters)    4213.73   (feet)  ADJUSTED  
 GS0670  ___________________________________________________________________
 GS0670  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 GS0670  DYNAMIC HT  -        1282.888 (meters)    4208.94  (feet)  COMP
 GS0670  MODELED GRAV-     979,449.5   (mgal)                       NAVD 88
 GS0670
 GS0670  VERT ORDER  -  FIRST     CLASS I
 GS0670
 GS0670.The horizontal coordinates were scaled from a topographic map and have
 GS0670.an estimated accuracy of +/- 6 seconds.
 GS0670
 GS0670.The orthometric height was determined by differential leveling
 GS0670.and adjusted by the National Geodetic Survey in May 2004..
 GS0670
 GS0670.The geoid height was determined by GEOID03.
 GS0670
 GS0670.The dynamic height is computed by dividing the NAVD 88
 GS0670.geopotential number by the normal gravity value computed on the
 GS0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0670.degrees latitude (g = 980.6199 gals.).
 GS0670
 GS0670.The modeled gravity was interpolated from observed gravity values.
 GS0670
 GS0670;                    North         East    Units  Estimated Accuracy
 GS0670;SPC NV C     - 6,232,690.      516,970.      MT  (+/- 180 meters Scaled)
 GS0670
 GS0670                          SUPERSEDED SURVEY CONTROL
 GS0670
 GS0670  NAVD 88 (??/??/92) 1284.357  (m)         4213.76   (f) UNKNOWN     3 0
 GS0670  NGVD 29 (05/01/91) 1283.394  (m)         4210.60   (f) ADJUSTED    1 1
 GS0670
 GS0670.Superseded values are not recommended for survey control.
 GS0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0670.See file dsdata.txt to determine how the superseded data were derived.
 GS0670
 GS0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA466780(NAD 83)
 GS0670_MARKER: DB = BENCH MARK DISK
 GS0670_SETTING: 66 = SET IN ROCK OUTCROP
 GS0670_SP_SET: BEDROCK
 GS0670_STAMPING: 32 TJS 1983
 GS0670_MARK LOGO: USGS  
 GS0670_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0670+STABILITY: POSITION/ELEVATION WELL
 GS0670
 GS0670  HISTORY     - Date     Condition        Report By
 GS0670  HISTORY     - 1983     MONUMENTED       USGS
 GS0670  HISTORY     - 1986     GOOD             USGS
 GS0670  HISTORY     - 1988     GOOD             USGS
 GS0670  HISTORY     - 19910225 GOOD             USGS
 GS0670  HISTORY     - 19930105 GOOD             USGS
 GS0670  HISTORY     - 19950112 GOOD             USGS
 GS0670
 GS0670                          STATION DESCRIPTION
 GS0670
 GS0670'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0670'46.9 KM (29.15 MI) EAST FROM BEATTY.
 GS0670'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0670'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0670'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0670'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0670'NORTHEASTERLY 6.05 MILES TO AN OLD TRACK ROAD, THENCE NORTHEAST ON
 GS0670'THEOLD TRACK ROAD 0.3 MILES, 360 FEET WEST OF THE CENTERLINE OF THE
 GS0670'ROAD, 5 FEET SOUTH OF A ROCK CAIRN.
 GS0670
 GS0670                          STATION RECOVERY (1986)
 GS0670
 GS0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0670'RECOVERED IN GOOD CONDITION.
 GS0670
 GS0670                          STATION RECOVERY (1988)
 GS0670
 GS0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0670'RECOVERED IN GOOD CONDITION.
 GS0670
 GS0670                          STATION RECOVERY (1991)
 GS0670
 GS0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0670'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0670'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0670'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0670'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0670'NORTHEASTERLY 6.05 MILES TO AN OLD TRACK ROAD, THENCE NORTHEAST ON
 GS0670'THE OLD TRACK ROAD 0.3 MILE, 360 FEET WEST OF THE CENTERLINE OF THE
 GS0670'ROAD, 5 FEET SOUTH OF A ROCK CAIRN.
 GS0670
 GS0670                          STATION RECOVERY (1993)
 GS0670
 GS0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0670'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0670'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0670'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0670'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0670'BEND IN THE ROAD, PROCEED NORTHEASTERLY 6.05 MILES (9.74 KM) TO AN
 GS0670'OLD TRACK ROAD, THENCE NORTHEAST ON THE OLD TRACK ROAD 0.3 MILE
 GS0670'(0.5 KM), 360 FEET (109.7 M) WEST OF THE CENTERLINE OF THE ROAD, 5
 GS0670'FEET (1.5 M) SOUTH OF A ROCK CAIRN.
 GS0670
 GS0670                          STATION RECOVERY (1995)
 GS0670
 GS0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0670'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0353 ***********************************************************************
 GR0353  DESIGNATION -  3212
 GR0353  PID         -  GR0353
 GR0353  STATE/COUNTY-  NV/CLARK
 GR0353  USGS QUAD   -  GOLD BUTTE (1984)
 GR0353
 GR0353                         *CURRENT SURVEY CONTROL
 GR0353  ___________________________________________________________________
 GR0353* NAD 83(1986)-  36 19 42.     (N)    114 14 05.     (W)     SCALED    
 GR0353* NAVD 88     -       979.146  (meters)    3212.41   (feet)  POSTED    
 GR0353  ___________________________________________________________________
 GR0353  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 GR0353  DYNAMIC HT  -         978.140 (meters)    3209.11  (feet)  COMP
 GR0353  MODELED GRAV-     979,566.5   (mgal)                       NAVD 88
 GR0353
 GR0353  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0353
 GR0353.The horizontal coordinates were scaled from a topographic map and have
 GR0353.an estimated accuracy of +/- 6 seconds.
 GR0353
 GR0353.The orthometric height was determined by differential leveling
 GR0353.and adjusted by the National Geodetic Survey in 1992..
 GR0353.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0353.rate of 0.0 thru 1.0 mm/km.
 GR0353
 GR0353.The geoid height was determined by GEOID03.
 GR0353
 GR0353.The dynamic height is computed by dividing the NAVD 88
 GR0353.geopotential number by the normal gravity value computed on the
 GR0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0353.degrees latitude (g = 980.6199 gals.).
 GR0353
 GR0353.The modeled gravity was interpolated from observed gravity values.
 GR0353
 GR0353;                    North         East    Units  Estimated Accuracy
 GR0353;SPC NV E     - 8,175,940.      321,080.      MT  (+/- 180 meters Scaled)
 GR0353
 GR0353                          SUPERSEDED SURVEY CONTROL
 GR0353
 GR0353  NGVD 29 (??/??/92)  978.430  (m)         3210.07   (f) ADJ UNCH    1 1
 GR0353
 GR0353.Superseded values are not recommended for survey control.
 GR0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0353.See file dsdata.txt to determine how the superseded data were derived.
 GR0353
 GR0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA482239(NAD 83)
 GR0353_MARKER: O = CHISELED CIRCLE
 GR0353_SETTING: 66 = SET IN ROCK OUTCROP
 GR0353_SP_SET: LIMESTONE OUTCROP
 GR0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0353+STABILITY: POSITION/ELEVATION WELL
 GR0353
 GR0353  HISTORY     - Date     Condition        Report By
 GR0353  HISTORY     - UNK      MONUMENTED       USGS
 GR0353  HISTORY     - 1950     GOOD             NGS
 GR0353
 GR0353                          STATION DESCRIPTION
 GR0353
 GR0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0353'4.7 MI NW FROM GOLD BUTTE RANCHHOUSE.
 GR0353'4.7 MILES NORTHWEST ALONG AN ABANDONED ROAD AND GOLD BUTTE WASH FROM
 GR0353'THE GOLD BUTTE RANCHHOUSE, 0.4 MILE NORTH OF A PROMINENT YELLOW
 GR0353'LIMESTONE HILL ON THE EAST SIDE OF THE ROAD, ON THE TOP OF A LIMESTONE
 GR0353'OUTCROP, ON THE TOP OF A RIDGE, AT A POINT WHERE THE ROAD CROSSES A
 GR0353'SADDLE IN THE RIDGE, 56.5 FEET SOUTHWEST OF BENCH MARK A 175, 40 FEET
 GR0353'NORTHWEST OF THE CENTER LINE OF THE ROAD, 21 FEET NORTHWEST OF A
 GR0353'4-INCH JOSHUA TREE, 1.5 FEET NORTHWEST OF A CAIRN, ABOUT 5 FEET HIGHER
 GR0353'THAN THE ROAD, AND MARKED BY THE CHISELED LETTERS AND NUMBERS BM 3212.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0421 ***********************************************************************
 LS0421  DESIGNATION -  323 A
 LS0421  PID         -  LS0421
 LS0421  STATE/COUNTY-  NV/WASHOE
 LS0421  USGS QUAD   -  PYRAMID SW (1974)
 LS0421
 LS0421                         *CURRENT SURVEY CONTROL
 LS0421  ___________________________________________________________________
 LS0421* NAD 83(1986)-  40 06 56.     (N)    119 43 15.     (W)     SCALED    
 LS0421* NAVD 88     -      1193.96   (+/-2cm)    3917.2    (feet)  VERTCON   
 LS0421  ___________________________________________________________________
 LS0421  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 LS0421
 LS0421  VERT ORDER  -  ? (See Below)
 LS0421
 LS0421.The horizontal coordinates were scaled from a topographic map and have
 LS0421.an estimated accuracy of +/- 6 seconds.
 LS0421
 LS0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0421.The vertical order pertains to the NGVD 29 superseded value.
 LS0421
 LS0421.The geoid height was determined by GEOID03.
 LS0421
 LS0421;                    North         East    Units  Estimated Accuracy
 LS0421;SPC NV W     - 4,596,060.      703,040.      MT  (+/- 180 meters Scaled)
 LS0421
 LS0421                          SUPERSEDED SURVEY CONTROL
 LS0421
 LS0421  NGVD 29 (??/??/92) 1192.965  (m)         3913.92   (f) ADJ UNCH    ?  
 LS0421
 LS0421.Superseded values are not recommended for survey control.
 LS0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0421.See file dsdata.txt to determine how the superseded data were derived.
 LS0421
 LS0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE681441(NAD 83)
 LS0421_MARKER: B = BOLT
 LS0421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0421_SP_SET: CULVERT
 LS0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0421
 LS0421  HISTORY     - Date     Condition        Report By
 LS0421  HISTORY     - UNK      MONUMENTED       SPRR
 LS0421  HISTORY     - 1931     GOOD             NGS
 LS0421  HISTORY     - 1941     GOOD             NGS
 LS0421
 LS0421                          STATION DESCRIPTION
 LS0421
 LS0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 LS0421'12.9 MI SE FROM FLANIGAN.
 LS0421'12.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 LS0421'STATION AT FLANIGAN, WASHOE COUNTY, AT CONCRETE CULVERT NO. 323 A, AND
 LS0421'IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL.  A BOLT.
 LS0421
 LS0421                          STATION RECOVERY (1941)
 LS0421
 LS0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LS0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0418 ***********************************************************************
 LS0418  DESIGNATION -  323 C
 LS0418  PID         -  LS0418
 LS0418  STATE/COUNTY-  NV/WASHOE
 LS0418  USGS QUAD   -  THE NEEDLE ROCKS (1964)
 LS0418
 LS0418                         *CURRENT SURVEY CONTROL
 LS0418  ___________________________________________________________________
 LS0418* NAD 83(1986)-  40 07 41.     (N)    119 43 40.     (W)     SCALED    
 LS0418* NAVD 88     -      1192.44   (+/-2cm)    3912.2    (feet)  VERTCON   
 LS0418  ___________________________________________________________________
 LS0418  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 LS0418
 LS0418  VERT ORDER  -  ? (See Below)
 LS0418
 LS0418.The horizontal coordinates were scaled from a topographic map and have
 LS0418.an estimated accuracy of +/- 6 seconds.
 LS0418
 LS0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0418.The vertical order pertains to the NGVD 29 superseded value.
 LS0418
 LS0418.The geoid height was determined by GEOID03.
 LS0418
 LS0418;                    North         East    Units  Estimated Accuracy
 LS0418;SPC NV W     - 4,597,460.      702,460.      MT  (+/- 180 meters Scaled)
 LS0418
 LS0418                          SUPERSEDED SURVEY CONTROL
 LS0418
 LS0418  NGVD 29 (??/??/92) 1191.449  (m)         3908.95   (f) ADJ UNCH    ?  
 LS0418
 LS0418.Superseded values are not recommended for survey control.
 LS0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0418.See file dsdata.txt to determine how the superseded data were derived.
 LS0418
 LS0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE675455(NAD 83)
 LS0418_MARKER: B = BOLT
 LS0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0418_SP_SET: CULVERT
 LS0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0418
 LS0418  HISTORY     - Date     Condition        Report By
 LS0418  HISTORY     - UNK      MONUMENTED       SPRR
 LS0418  HISTORY     - 1931     GOOD             NGS
 LS0418  HISTORY     - 1934     GOOD             NGS
 LS0418
 LS0418                          STATION DESCRIPTION
 LS0418
 LS0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 LS0418'12.2 MI SE FROM FLANIGAN.
 LS0418'12.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 LS0418'STATION AT FLANIGAN, WASHOE COUNTY, AT CULVERT NO. 323 C, AND IN THE
 LS0418'TOP OF THE CONCRETE WINGWALL.  AN IRON BOLT.
 LS0418
 LS0418                          STATION RECOVERY (1934)
 LS0418
 LS0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LS0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0219 ***********************************************************************
 JR0219  DESIGNATION -  33
 JR0219  PID         -  JR0219
 JR0219  STATE/COUNTY-  NV/MINERAL
 JR0219  USGS QUAD   -  BASALT (1982)
 JR0219
 JR0219                         *CURRENT SURVEY CONTROL
 JR0219  ___________________________________________________________________
 JR0219* NAD 83(1986)-  38 07 02.     (N)    118 15 53.     (W)     SCALED    
 JR0219* NAVD 88     -      1693.764  (meters)    5556.96   (feet)  ADJUSTED  
 JR0219  ___________________________________________________________________
 JR0219  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 JR0219  DYNAMIC HT  -        1691.880 (meters)    5550.78  (feet)  COMP
 JR0219  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 JR0219
 JR0219  VERT ORDER  -  FIRST     CLASS II
 JR0219
 JR0219.The horizontal coordinates were scaled from a topographic map and have
 JR0219.an estimated accuracy of +/- 6 seconds.
 JR0219
 JR0219.The orthometric height was determined by differential leveling
 JR0219.and adjusted by the National Geodetic Survey in June 1991..
 JR0219
 JR0219.The geoid height was determined by GEOID03.
 JR0219
 JR0219.The dynamic height is computed by dividing the NAVD 88
 JR0219.geopotential number by the normal gravity value computed on the
 JR0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0219.degrees latitude (g = 980.6199 gals.).
 JR0219
 JR0219.The modeled gravity was interpolated from observed gravity values.
 JR0219
 JR0219;                    North         East    Units  Estimated Accuracy
 JR0219;SPC NV W     - 4,373,660.      827,940.      MT  (+/- 180 meters Scaled)
 JR0219
 JR0219                          SUPERSEDED SURVEY CONTROL
 JR0219
 JR0219  NGVD 29 (??/??/92) 1692.506  (m)         5552.83   (f) ADJ UNCH    1 2
 JR0219
 JR0219.Superseded values are not recommended for survey control.
 JR0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0219.See file dsdata.txt to determine how the superseded data were derived.
 JR0219
 JR0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC891195(NAD 83)
 JR0219_MARKER: DD = SURVEY DISK
 JR0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0219_SP_SET: CONCRETE POST
 JR0219_STAMPING: 33 S 662-1 M1-10
 JR0219_MARK LOGO: NVDH  
 JR0219_PROJECTION: FLUSH
 JR0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0219+STABILITY: SURFACE MOTION
 JR0219
 JR0219  HISTORY     - Date     Condition        Report By
 JR0219  HISTORY     - UNK      MONUMENTED       NVDH
 JR0219  HISTORY     - 1955     GOOD             NGS
 JR0219  HISTORY     - 19840420 MARK NOT FOUND   USPSQD
 JR0219  HISTORY     - 1986     GOOD             NGS
 JR0219
 JR0219                          STATION DESCRIPTION
 JR0219
 JR0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0219'8.4 MI S FROM BASALT.
 JR0219'8.4 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 JR0219'U.S. HIGHWAY 6 AT BASALT, 0.5 MILE SOUTHWEST OF THE BOTTOM OF
 JR0219'A GRADE, 46.2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JR0219'1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 JR0219'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JR0219'0.2 FOOT ABOVE THE GROUND.
 JR0219
 JR0219                          STATION RECOVERY (1984)
 JR0219
 JR0219'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEB)
 JR0219'MARK NOT FOUND.
 JR0219
 JR0219                          STATION RECOVERY (1986)
 JR0219
 JR0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0219'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0219'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 JR0219'MONTGOMERY, THENCE 12.6 KM (7.8 MI) NORTH ALONG STATE HIGHWAY 360,
 JR0219'0.25 KM (0.16 MI) SOUTHWEST OF MILEPOST 8, 14.0 METERS (46.0 FT)
 JR0219'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 JR0219'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JR0219'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0325 ***********************************************************************
 GR0325  DESIGNATION -  33 B
 GR0325  PID         -  GR0325
 GR0325  STATE/COUNTY-  NV/CLARK
 GR0325  USGS QUAD   -  JUMBO PEAK (1983)
 GR0325
 GR0325                         *CURRENT SURVEY CONTROL
 GR0325  ___________________________________________________________________
 GR0325* NAD 83(1986)-  36 09 41.     (N)    114 12 04.     (W)     SCALED    
 GR0325* NAVD 88     -      1200.866  (meters)    3939.84   (feet)  POSTED    
 GR0325  ___________________________________________________________________
 GR0325  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR0325  DYNAMIC HT  -        1199.600 (meters)    3935.69  (feet)  COMP
 GR0325  MODELED GRAV-     979,535.5   (mgal)                       NAVD 88
 GR0325
 GR0325  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0325
 GR0325.The horizontal coordinates were scaled from a topographic map and have
 GR0325.an estimated accuracy of +/- 6 seconds.
 GR0325
 GR0325.The orthometric height was determined by differential leveling
 GR0325.and adjusted by the National Geodetic Survey in 1992..
 GR0325.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0325.rate of 0.0 thru 1.0 mm/km.
 GR0325
 GR0325.The geoid height was determined by GEOID03.
 GR0325
 GR0325.The dynamic height is computed by dividing the NAVD 88
 GR0325.geopotential number by the normal gravity value computed on the
 GR0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0325.degrees latitude (g = 980.6199 gals.).
 GR0325
 GR0325.The modeled gravity was interpolated from observed gravity values.
 GR0325
 GR0325;                    North         East    Units  Estimated Accuracy
 GR0325;SPC NV E     - 8,157,460.      324,360.      MT  (+/- 180 meters Scaled)
 GR0325
 GR0325                          SUPERSEDED SURVEY CONTROL
 GR0325
 GR0325  NGVD 29 (??/??/92) 1200.144  (m)         3937.47   (f) ADJ UNCH    1 1
 GR0325
 GR0325.Superseded values are not recommended for survey control.
 GR0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0325.See file dsdata.txt to determine how the superseded data were derived.
 GR0325
 GR0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA517054(NAD 83)
 GR0325_MARKER: DD = SURVEY DISK
 GR0325_SETTING: 66 = SET IN ROCK OUTCROP
 GR0325_SP_SET: BOULDER
 GR0325_STAMPING: B 3937 3937 1920 33
 GR0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0325+STABILITY: POSITION/ELEVATION WELL
 GR0325
 GR0325  HISTORY     - Date     Condition        Report By
 GR0325  HISTORY     - 1920     MONUMENTED       USGS
 GR0325  HISTORY     - 1950     GOOD             NGS
 GR0325
 GR0325                          STATION DESCRIPTION
 GR0325
 GR0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0325'2.1 MI N FROM LAKE SHORE MINE.
 GR0325'2.1 MILES NORTH ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, IN THE TOP
 GR0325'OF A LARGE GRANITE BOULDER IN THE MIDST OF A GROUP OF GRANITE
 GR0325'BOULDERS, ON THE INSIDE OF A U CURVE, 140 FEET NORTHEAST OF AND ABOUT
 GR0325'35 FEET LOWER THAN THE SUMMIT OF A DIVIDE, 106 FEET SOUTHEAST OF THE
 GR0325'CENTER LINE OF THE ROAD AT THE APPROXIMATE CENTER OF THE U CURVE,
 GR0325'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED
 GR0325'LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0451 ***********************************************************************
 JP0451  DESIGNATION -  33 DOR
 JP0451  PID         -  JP0451
 JP0451  STATE/COUNTY-  NV/LINCOLN
 JP0451  USGS QUAD   -  SILVER KING MTN SW (1971)
 JP0451
 JP0451                         *CURRENT SURVEY CONTROL
 JP0451  ___________________________________________________________________
 JP0451* NAD 83(1986)-  38 07 03.     (N)    114 58 01.     (W)     SCALED    
 JP0451* NAVD 88     -      1639.935  (meters)    5380.35   (feet)  ADJUSTED  
 JP0451  ___________________________________________________________________
 JP0451  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 JP0451  DYNAMIC HT  -        1638.140 (meters)    5374.46  (feet)  COMP
 JP0451  MODELED GRAV-     979,477.2   (mgal)                       NAVD 88
 JP0451
 JP0451  VERT ORDER  -  SECOND    CLASS 0
 JP0451
 JP0451.The horizontal coordinates were scaled from a topographic map and have
 JP0451.an estimated accuracy of +/- 6 seconds.
 JP0451
 JP0451.The orthometric height was determined by differential leveling
 JP0451.and adjusted by the National Geodetic Survey in June 1991..
 JP0451
 JP0451.The geoid height was determined by GEOID03.
 JP0451
 JP0451.The dynamic height is computed by dividing the NAVD 88
 JP0451.geopotential number by the normal gravity value computed on the
 JP0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0451.degrees latitude (g = 980.6199 gals.).
 JP0451
 JP0451.The modeled gravity was interpolated from observed gravity values.
 JP0451
 JP0451;                    North         East    Units  Estimated Accuracy
 JP0451;SPC NV E     - 8,373,820.      254,050.      MT  (+/- 180 meters Scaled)
 JP0451
 JP0451                          SUPERSEDED SURVEY CONTROL
 JP0451
 JP0451.No superseded survey control is available for this station.
 JP0451
 JP0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC782208(NAD 83)
 JP0451_MARKER: DD = SURVEY DISK
 JP0451_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0451_SP_SET: COPPER-CLAD STEEL ROD
 JP0451_STAMPING: 33 DOR 1968 5377
 JP0451_MARK LOGO: USGS  
 JP0451_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0451+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0451
 JP0451  HISTORY     - Date     Condition        Report By
 JP0451  HISTORY     - 1968     MONUMENTED       USGS
 JP0451
 JP0451                          STATION DESCRIPTION
 JP0451
 JP0451'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0451'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 44.2 MILES NORTHEAST
 JP0451'ALONG HIGHWAY 38 TO A T-ROAD EAST TO U S HIGHWAY 93, 13.7 MILES NORTH
 JP0451'OF PIOCHE POST OFFICE, ALONG U S HIGHWAY 93, TO A T-ROAD NORTHWEST TO
 JP0451'SUNNYSIDE, THENCE 24.1 MILES WEST TO HIKO-SUNNYSIDE ROAD, 50 FEET
 JP0451'NORTHWEST OF THE ROAD EAST, 50 FEET EAST OF SUNNYSIDE ROAD, 2 FEET
 JP0451'WEST OF A ROCK CAIRN AND WITNESS SIGN, SET ON A COPPER-COATED ROD
 JP0451'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0545 ***********************************************************************
 JP0545  DESIGNATION -  33 DOR
 JP0545  PID         -  JP0545
 JP0545  STATE/COUNTY-  NV/LINCOLN
 JP0545  USGS QUAD   -  GRASSY MTN (1973)
 JP0545
 JP0545                         *CURRENT SURVEY CONTROL
 JP0545  ___________________________________________________________________
 JP0545* NAD 83(1986)-  38 18 57.     (N)    114 43 10.     (W)     SCALED    
 JP0545* NAVD 88     -      1838.970  (meters)    6033.35   (feet)  ADJUSTED  
 JP0545  ___________________________________________________________________
 JP0545  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 JP0545  DYNAMIC HT  -        1836.930 (meters)    6026.66  (feet)  COMP
 JP0545  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 JP0545
 JP0545  VERT ORDER  -  SECOND    CLASS 0
 JP0545
 JP0545.The horizontal coordinates were scaled from a topographic map and have
 JP0545.an estimated accuracy of +/- 6 seconds.
 JP0545
 JP0545.The orthometric height was determined by differential leveling
 JP0545.and adjusted by the National Geodetic Survey in August 1995..
 JP0545
 JP0545.The geoid height was determined by GEOID03.
 JP0545
 JP0545.The dynamic height is computed by dividing the NAVD 88
 JP0545.geopotential number by the normal gravity value computed on the
 JP0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0545.degrees latitude (g = 980.6199 gals.).
 JP0545
 JP0545.The modeled gravity was interpolated from observed gravity values.
 JP0545
 JP0545;                    North         East    Units  Estimated Accuracy
 JP0545;SPC NV E     - 8,396,010.      275,540.      MT  (+/- 180 meters Scaled)
 JP0545
 JP0545                          SUPERSEDED SURVEY CONTROL
 JP0545
 JP0545.No superseded survey control is available for this station.
 JP0545
 JP0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC993433(NAD 83)
 JP0545_MARKER: DD = SURVEY DISK
 JP0545_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0545_SP_SET: COPPER-CLAD STEEL ROD
 JP0545_STAMPING: 33 DOR 1971 6029
 JP0545_MARK LOGO: USGS  
 JP0545_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0545
 JP0545  HISTORY     - Date     Condition        Report By
 JP0545  HISTORY     - 1971     MONUMENTED       USGS
 JP0545
 JP0545                          STATION DESCRIPTION
 JP0545
 JP0545'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0545'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0545'HIGHWAY 93 TO A T-ROAD WEST, THENCE 6.8 MILES WEST, 44 FEET SOUTHWEST
 JP0545'OF AND 1 FOOT LOWER THAN THE CENTERLINE OF THE ROAD, 3 FEET NORTHEAST
 JP0545'OF A WITNESS POST, ON A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL
 JP0545'ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0598 ***********************************************************************
 JP0598  DESIGNATION -  33 DOR
 JP0598  PID         -  JP0598
 JP0598  STATE/COUNTY-  NV/WHITE PINE
 JP0598  USGS QUAD   -  PARKER STATION (1969)
 JP0598
 JP0598                         *CURRENT SURVEY CONTROL
 JP0598  ___________________________________________________________________
 JP0598* NAD 83(1986)-  38 44 03.     (N)    114 50 41.     (W)     SCALED    
 JP0598* NAVD 88     -      2054.764  (meters)    6741.34   (feet)  ADJUSTED  
 JP0598  ___________________________________________________________________
 JP0598  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 JP0598  DYNAMIC HT  -        2052.451 (meters)    6733.75  (feet)  COMP
 JP0598  MODELED GRAV-     979,428.6   (mgal)                       NAVD 88
 JP0598
 JP0598  VERT ORDER  -  SECOND    CLASS 0
 JP0598
 JP0598.The horizontal coordinates were scaled from a topographic map and have
 JP0598.an estimated accuracy of +/- 6 seconds.
 JP0598
 JP0598.The orthometric height was determined by differential leveling
 JP0598.and adjusted by the National Geodetic Survey in August 1995..
 JP0598
 JP0598.The geoid height was determined by GEOID03.
 JP0598
 JP0598.The dynamic height is computed by dividing the NAVD 88
 JP0598.geopotential number by the normal gravity value computed on the
 JP0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0598.degrees latitude (g = 980.6199 gals.).
 JP0598
 JP0598.The modeled gravity was interpolated from observed gravity values.
 JP0598
 JP0598;                    North         East    Units  Estimated Accuracy
 JP0598;SPC NV E     - 8,442,350.      264,220.      MT  (+/- 180 meters Scaled)
 JP0598
 JP0598                          SUPERSEDED SURVEY CONTROL
 JP0598
 JP0598.No superseded survey control is available for this station.
 JP0598
 JP0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC873894(NAD 83)
 JP0598_MARKER: DD = SURVEY DISK
 JP0598_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0598_SP_SET: COPPER-CLAD STEEL ROD
 JP0598_STAMPING: 33 DOR 1973 6737
 JP0598_MARK LOGO: USGS  
 JP0598_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0598
 JP0598  HISTORY     - Date     Condition        Report By
 JP0598  HISTORY     - 1973     MONUMENTED       USGS
 JP0598
 JP0598                          STATION DESCRIPTION
 JP0598
 JP0598'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0598'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0598'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 33.1 MILES
 JP0598'SOUTH TO A CLEAR AREA, 130 FEET EAST OF A FENCE CROSSING, 100 FEET
 JP0598'EAST OF A DEEP DRY WASH, 40 FEET EAST OF AND 2 FEET HIGHER THAN THE
 JP0598'CENTERLINE OF ROAD, IN A CLEAR AREA,  A 5/8 INCH COPPER COATED ROD
 JP0598'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0562 ***********************************************************************
 MU0562  DESIGNATION -  33 FMK
 MU0562  PID         -  MU0562
 MU0562  STATE/COUNTY-  NV/ELKO
 MU0562  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0562
 MU0562                         *CURRENT SURVEY CONTROL
 MU0562  ___________________________________________________________________
 MU0562* NAD 83(1986)-  41 32 04.     (N)    116 40 58.     (W)     SCALED    
 MU0562* NAVD 88     -      1659.552  (meters)    5444.71   (feet)  POSTED    
 MU0562  ___________________________________________________________________
 MU0562  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 MU0562  DYNAMIC HT  -        1658.290 (meters)    5440.57  (feet)  COMP
 MU0562  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 MU0562
 MU0562  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0562
 MU0562.The horizontal coordinates were scaled from a topographic map and have
 MU0562.an estimated accuracy of +/- 6 seconds.
 MU0562
 MU0562.The orthometric height was determined by differential leveling
 MU0562.and adjusted by the National Geodetic Survey in 1992..
 MU0562.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0562.rate of 0.0 thru 1.0 mm/km.
 MU0562
 MU0562.The geoid height was determined by GEOID03.
 MU0562
 MU0562.The dynamic height is computed by dividing the NAVD 88
 MU0562.geopotential number by the normal gravity value computed on the
 MU0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0562.degrees latitude (g = 980.6199 gals.).
 MU0562
 MU0562.The modeled gravity was interpolated from observed gravity values.
 MU0562
 MU0562;                    North         East    Units  Estimated Accuracy
 MU0562;SPC NV E     - 8,753,580.      108,260.      MT  (+/- 180 meters Scaled)
 MU0562
 MU0562                          SUPERSEDED SURVEY CONTROL
 MU0562
 MU0562.No superseded survey control is available for this station.
 MU0562
 MU0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF264981(NAD 83)
 MU0562_MARKER: DD = SURVEY DISK
 MU0562_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0562_SP_SET: COPPER-CLAD STEEL ROD
 MU0562_STAMPING: 33 FMK 1973 5441
 MU0562_MARK LOGO: USGS  
 MU0562_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0562+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0562
 MU0562  HISTORY     - Date     Condition        Report By
 MU0562  HISTORY     - 1973     MONUMENTED       USGS
 MU0562
 MU0562                          STATION DESCRIPTION
 MU0562
 MU0562'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0562'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0562'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0562'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0562'ALONG ROAD, 7.6 MILES WEST AND 2.0 MILES NORTHWEST OF WINTERS RANCH
 MU0562'-STONE HOUSE-, 47 FEET NORTH AND 18 FEET WEST OF THE CROSSROAD, SET ON
 MU0562'A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0090 ***********************************************************************
 MT0090  DESIGNATION -  33 GWM
 MT0090  PID         -  MT0090
 MT0090  STATE/COUNTY-  NV/ELKO
 MT0090  USGS QUAD   -  DELANO PEAK (1989)
 MT0090
 MT0090                         *CURRENT SURVEY CONTROL
 MT0090  ___________________________________________________________________
 MT0090* NAD 83(1986)-  41 30 11.     (N)    114 17 12.     (W)     SCALED    
 MT0090* NAVD 88     -      1570.285  (meters)    5151.84   (feet)  ADJUSTED  
 MT0090  ___________________________________________________________________
 MT0090  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 MT0090  DYNAMIC HT  -        1569.101 (meters)    5147.96  (feet)  COMP
 MT0090  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 MT0090
 MT0090  VERT ORDER  -  SECOND    CLASS 0
 MT0090
 MT0090.The horizontal coordinates were scaled from a topographic map and have
 MT0090.an estimated accuracy of +/- 6 seconds.
 MT0090
 MT0090.The orthometric height was determined by differential leveling
 MT0090.and adjusted by the National Geodetic Survey in June 1991..
 MT0090
 MT0090.The geoid height was determined by GEOID03.
 MT0090
 MT0090.The dynamic height is computed by dividing the NAVD 88
 MT0090.geopotential number by the normal gravity value computed on the
 MT0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0090.degrees latitude (g = 980.6199 gals.).
 MT0090
 MT0090.The modeled gravity was interpolated from observed gravity values.
 MT0090
 MT0090;                    North         East    Units  Estimated Accuracy
 MT0090;SPC NV E     - 8,750,320.      308,250.      MT  (+/- 180 meters Scaled)
 MT0090
 MT0090                          SUPERSEDED SURVEY CONTROL
 MT0090
 MT0090  NGVD 29 (??/??/92) 1569.180  (m)         5148.22   (f) ADJ UNCH    2 0
 MT0090
 MT0090.Superseded values are not recommended for survey control.
 MT0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0090.See file dsdata.txt to determine how the superseded data were derived.
 MT0090
 MT0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF264981(NAD 83)
 MT0090_MARKER: DD = SURVEY DISK
 MT0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0090_STAMPING: GWM 33 1933 5148
 MT0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0090+STABILITY: SURFACE MOTION
 MT0090
 MT0090  HISTORY     - Date     Condition        Report By
 MT0090  HISTORY     - 1933     MONUMENTED       USGS
 MT0090  HISTORY     - 1958     GOOD             NGS
 MT0090
 MT0090                          STATION DESCRIPTION
 MT0090
 MT0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0090'20.45 MI NW FROM MONTELLO.
 MT0090'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0090'MONTELLO, THENCE 20.6 MILES NORTH AND NORTHWEST ALONG A GRAVEL ROAD,
 MT0090'ON TOP OF A RISE, 120 FEET SOUTHEAST OF THE CENTER OF THE Y JUNCTION
 MT0090'OF A GRAVEL ROAD LEADING SOUTH TO 18 MILE RANCH, 33 1/2 FEET SOUTH OF
 MT0090'THE CENTER LINE OF THE MAIN ROAD, 1 FOOT LOWER THAN THE ROAD, AND SET
 MT0090'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0506 ***********************************************************************
 MU0506  DESIGNATION -  33 HEI
 MU0506  PID         -  MU0506
 MU0506  STATE/COUNTY-  NV/HUMBOLDT
 MU0506  USGS QUAD   -  MAHOGANY SPRING (1980)
 MU0506
 MU0506                         *CURRENT SURVEY CONTROL
 MU0506  ___________________________________________________________________
 MU0506* NAD 83(1986)-  41 56 41.     (N)    117 19 26.     (W)     SCALED    
 MU0506* NAVD 88     -      1871.899  (meters)    6141.39   (feet)  POSTED    
 MU0506  ___________________________________________________________________
 MU0506  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 MU0506  DYNAMIC HT  -        1870.490 (meters)    6136.77  (feet)  COMP
 MU0506  MODELED GRAV-     979,801.2   (mgal)                       NAVD 88
 MU0506
 MU0506  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0506
 MU0506.The horizontal coordinates were scaled from a topographic map and have
 MU0506.an estimated accuracy of +/- 6 seconds.
 MU0506
 MU0506.The orthometric height was determined by differential leveling
 MU0506.and adjusted by the National Geodetic Survey in 1992..
 MU0506.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0506.rate of 0.0 thru 1.0 mm/km.
 MU0506
 MU0506.The geoid height was determined by GEOID03.
 MU0506
 MU0506.The dynamic height is computed by dividing the NAVD 88
 MU0506.geopotential number by the normal gravity value computed on the
 MU0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0506.degrees latitude (g = 980.6199 gals.).
 MU0506
 MU0506.The modeled gravity was interpolated from observed gravity values.
 MU0506
 MU0506;                    North         East    Units  Estimated Accuracy
 MU0506;SPC NV W     - 4,799,330.      904,430.      MT  (+/- 180 meters Scaled)
 MU0506
 MU0506                          SUPERSEDED SURVEY CONTROL
 MU0506
 MU0506  NGVD 29 (??/??/92) 1870.66   (m)         6137.3    (f) COMPUTED    2 0
 MU0506
 MU0506.Superseded values are not recommended for survey control.
 MU0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0506.See file dsdata.txt to determine how the superseded data were derived.
 MU0506
 MU0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG731436(NAD 83)
 MU0506_MARKER: DD = SURVEY DISK
 MU0506_SETTING: 66 = SET IN ROCK OUTCROP
 MU0506_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0506_STAMPING: 33 HEI 1974 6137
 MU0506_MARK LOGO: USGS  
 MU0506_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0506+STABILITY: POSITION/ELEVATION WELL
 MU0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0506+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0506
 MU0506  HISTORY     - Date     Condition        Report By
 MU0506  HISTORY     - 1974     MONUMENTED       USGS
 MU0506
 MU0506                          STATION DESCRIPTION
 MU0506
 MU0506'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0506'FROM GREELY CROSSING, NEVADA, PROCEED 21.2 MILES NORTH ALONG ROAD, AT
 MU0506'THE INSIDE EDGE OF A CURVE, 160 FEET SOUTHWEST AND 20.5 FEET HIGHER
 MU0506'THAN THE CENTERLINE OF THE ROAD, SET IN A ROCK OUTCROP FLUSH WITH THE
 MU0506'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0509 ***********************************************************************
 LS0509  DESIGNATION -  33 HJH
 LS0509  PID         -  LS0509
 LS0509  STATE/COUNTY-  NV/WASHOE
 LS0509  USGS QUAD   -  TOHAKUM PEAK NE (1964)
 LS0509
 LS0509                         *CURRENT SURVEY CONTROL
 LS0509  ___________________________________________________________________
 LS0509* NAD 83(1986)-  40 13 29.     (N)    119 22 06.     (W)     SCALED    
 LS0509* NAVD 88     -      1168.876  (meters)    3834.89   (feet)  ADJUSTED  
 LS0509  ___________________________________________________________________
 LS0509  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 LS0509  DYNAMIC HT  -        1167.952 (meters)    3831.86  (feet)  COMP
 LS0509  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 LS0509
 LS0509  VERT ORDER  -  SECOND    CLASS 0
 LS0509
 LS0509.The horizontal coordinates were scaled from a topographic map and have
 LS0509.an estimated accuracy of +/- 6 seconds.
 LS0509
 LS0509.The orthometric height was determined by differential leveling
 LS0509.and adjusted by the National Geodetic Survey in June 1991..
 LS0509
 LS0509.The geoid height was determined by GEOID03.
 LS0509
 LS0509.The dynamic height is computed by dividing the NAVD 88
 LS0509.geopotential number by the normal gravity value computed on the
 LS0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0509.degrees latitude (g = 980.6199 gals.).
 LS0509
 LS0509.The modeled gravity was interpolated from observed gravity values.
 LS0509
 LS0509;                    North         East    Units  Estimated Accuracy
 LS0509;SPC NV W     - 4,607,860.      733,190.      MT  (+/- 180 meters Scaled)
 LS0509
 LS0509                          SUPERSEDED SURVEY CONTROL
 LS0509
 LS0509  NGVD 29 (??/??/92) 1167.900  (m)         3831.69   (f) ADJ UNCH    2 0
 LS0509
 LS0509.Superseded values are not recommended for survey control.
 LS0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0509.See file dsdata.txt to determine how the superseded data were derived.
 LS0509
 LS0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE984553(NAD 83)
 LS0509_MARKER: DB = BENCH MARK DISK
 LS0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0509_SP_SET: CONCRETE POST
 LS0509_STAMPING: 33 HJH 1962 3832
 LS0509_MARK LOGO: USGS  
 LS0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0509+STABILITY: SURFACE MOTION
 LS0509
 LS0509  HISTORY     - Date     Condition        Report By
 LS0509  HISTORY     - 1962     MONUMENTED       USGS
 LS0509
 LS0509                          STATION DESCRIPTION
 LS0509
 LS0509'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0509'49.1 KM (30.50 MI) SOUTH FROM GERLACH.
 LS0509'30.5 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34 ON A GRAVEL BAR
 LS0509'RIDGE, 40 FEET EAST OF THE HIGHWAY CENTERLINE.
 LS0509'THE MARK IS 4.0 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0114 ***********************************************************************
 LR0114  DESIGNATION -  33 JD
 LR0114  PID         -  LR0114
 LR0114  STATE/COUNTY-  NV/EUREKA
 LR0114  USGS QUAD   -  BOBS FLAT (1986)
 LR0114
 LR0114                         *CURRENT SURVEY CONTROL
 LR0114  ___________________________________________________________________
 LR0114* NAD 83(1986)-  40 39 48.     (N)    116 26 33.     (W)     SCALED    
 LR0114* NAVD 88     -      1502.209  (meters)    4928.50   (feet)  ADJUSTED  
 LR0114  ___________________________________________________________________
 LR0114  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 LR0114  DYNAMIC HT  -        1500.995 (meters)    4924.51  (feet)  COMP
 LR0114  MODELED GRAV-     979,763.7   (mgal)                       NAVD 88
 LR0114
 LR0114  VERT ORDER  -  FIRST     CLASS II
 LR0114
 LR0114.The horizontal coordinates were scaled from a topographic map and have
 LR0114.an estimated accuracy of +/- 6 seconds.
 LR0114
 LR0114.The orthometric height was determined by differential leveling
 LR0114.and adjusted by the National Geodetic Survey in June 1991..
 LR0114
 LR0114.The geoid height was determined by GEOID03.
 LR0114
 LR0114.The dynamic height is computed by dividing the NAVD 88
 LR0114.geopotential number by the normal gravity value computed on the
 LR0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0114.degrees latitude (g = 980.6199 gals.).
 LR0114
 LR0114.The modeled gravity was interpolated from observed gravity values.
 LR0114
 LR0114;                    North         East    Units  Estimated Accuracy
 LR0114;SPC NV E     - 8,656,620.      127,350.      MT  (+/- 180 meters Scaled)
 LR0114
 LR0114                          SUPERSEDED SURVEY CONTROL
 LR0114
 LR0114  NGVD 29 (??/??/92) 1501.128  (m)         4924.95   (f) ADJ UNCH    1 2
 LR0114
 LR0114.Superseded values are not recommended for survey control.
 LR0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0114.See file dsdata.txt to determine how the superseded data were derived.
 LR0114
 LR0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF471015(NAD 83)
 LR0114_MARKER: DD = SURVEY DISK
 LR0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0114_STAMPING: 33 JD 4925 1956
 LR0114_MARK LOGO: USGS  
 LR0114_PROJECTION: FLUSH
 LR0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0114+STABILITY: SURFACE MOTION
 LR0114
 LR0114  HISTORY     - Date     Condition        Report By
 LR0114  HISTORY     - 1956     MONUMENTED       USGS
 LR0114  HISTORY     - 1958     GOOD             NGS
 LR0114  HISTORY     - 1984     GOOD             NGS
 LR0114
 LR0114                          STATION DESCRIPTION
 LR0114
 LR0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0114'5.4 MI SE FROM DUNPHY.
 LR0114'5.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE SOUTHERN PACIFIC
 LR0114'RAILROAD OVERPASS AT DUNPHY, 105.6 FEET NORTHWEST OF THE CENTERLINE OF
 LR0114'THE HIGHWAY, 1.9 FEET SOUTHEAST OF FENCE LINE, 1.2 FEET SOUTHEAST OF A
 LR0114'WITNESS POST, SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE
 LR0114'GROUND SURFACE, AND ABOUT LEVEL WITH THE HIGHWAY.
 LR0114
 LR0114                          STATION RECOVERY (1984)
 LR0114
 LR0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0114'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  30.3 KM
 LR0114'(19.0 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF STATE
 LR0114'HIGHWAY 278 AT CARLIN, 0.15 KM (0.1 MI) WEST OF THE HIGHWAY BRIDGE
 LR0114'OVER STATE HIGHWAY 306, 21.0 METERS (69 FT) NORTHEAST ACROSS THE WEST
 LR0114'BOUND ON RAMP FROM MILEPOST 261, 24.2 METERS (79.5 FT) NORTH OF THE
 LR0114'WEST BOUND HIGHWAY CENTERLINE, 36.9 METERS (121 FT) SOUTH OF THE RIGHT
 LR0114'OF WAY FENCE, 35.6 METERS (117 FT) EAST OF THE EAST END OF A STEEL
 LR0114'GUARD RAIL, 9.1 METERS (30 FT) NORTH OF THE CENTER OF THE ON RAMP AND
 LR0114'0.3 METER (1 FT) SOUTHEAST OF A STEEL POST.
 LR0114'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 LR0114'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0487 ***********************************************************************
 MV0487  DESIGNATION -  33 LRC
 MV0487  PID         -  MV0487
 MV0487  STATE/COUNTY-  NV/HUMBOLDT
 MV0487  USGS QUAD   -  PIDGEON SPRING (1979)
 MV0487
 MV0487                         *CURRENT SURVEY CONTROL
 MV0487  ___________________________________________________________________
 MV0487* NAD 83(1986)-  41 08 52.     (N)    118 55 56.     (W)     SCALED    
 MV0487* NAVD 88     -      1259.439  (meters)    4132.01   (feet)  ADJUSTED  
 MV0487  ___________________________________________________________________
 MV0487  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 MV0487  DYNAMIC HT  -        1258.508 (meters)    4128.95  (feet)  COMP
 MV0487  MODELED GRAV-     979,841.5   (mgal)                       NAVD 88
 MV0487
 MV0487  VERT ORDER  -  SECOND    CLASS 0
 MV0487
 MV0487.The horizontal coordinates were scaled from a topographic map and have
 MV0487.an estimated accuracy of +/- 6 seconds.
 MV0487
 MV0487.The orthometric height was determined by differential leveling
 MV0487.and adjusted by the National Geodetic Survey in June 1991..
 MV0487
 MV0487.The geoid height was determined by GEOID03.
 MV0487
 MV0487.The dynamic height is computed by dividing the NAVD 88
 MV0487.geopotential number by the normal gravity value computed on the
 MV0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0487.degrees latitude (g = 980.6199 gals.).
 MV0487
 MV0487.The modeled gravity was interpolated from observed gravity values.
 MV0487
 MV0487;                    North         East    Units  Estimated Accuracy
 MV0487;SPC NV W     - 4,710,110.      770,720.      MT  (+/- 180 meters Scaled)
 MV0487
 MV0487                          SUPERSEDED SURVEY CONTROL
 MV0487
 MV0487.No superseded survey control is available for this station.
 MV0487
 MV0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF378569(NAD 83)
 MV0487_MARKER: DD = SURVEY DISK
 MV0487_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MV0487_SP_SET: PREFAB CONC. POST IN EARTH
 MV0487_STAMPING: 33 LRC 1972 4128
 MV0487_MARK LOGO: USGS  
 MV0487_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MV0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0487+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0487
 MV0487  HISTORY     - Date     Condition        Report By
 MV0487  HISTORY     - 1972     MONUMENTED       USGS
 MV0487
 MV0487                          STATION DESCRIPTION
 MV0487
 MV0487'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0487'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0487'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0487'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0487'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 14.5 MILES NORTH
 MV0487'ALONG TRACK ROAD TO A POINT NEAR THE BOTTOM OF A GRADE, 12.1 MILES
 MV0487'SOUTH OF PAHUTE MEADOW RANCH, 1.3 MILES WEST OF A WINDMILL AND 0.2
 MV0487'MILES NORTH OF A DRAIN CROSSING, 25 FEET SOUTH OF THE CENTERLINE OF
 MV0487'THE ROAD, 2 FEET NORTH OF A WITNESS POST AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0945 ***********************************************************************
 LR0945  DESIGNATION -  33 O
 LR0945  PID         -  LR0945
 LR0945  STATE/COUNTY-  NV/LANDER
 LR0945  USGS QUAD   -  RUSSELLS (1965)
 LR0945
 LR0945                         *CURRENT SURVEY CONTROL
 LR0945  ___________________________________________________________________
 LR0945* NAD 83(1986)-  40 49 55.     (N)    116 56 18.     (W)     SCALED    
 LR0945* NAVD 88     -      1387.135  (meters)    4550.96   (feet)  POSTED    
 LR0945  ___________________________________________________________________
 LR0945  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 LR0945  DYNAMIC HT  -        1386.060 (meters)    4547.43  (feet)  COMP
 LR0945  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 LR0945
 LR0945  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0945
 LR0945.The horizontal coordinates were scaled from a topographic map and have
 LR0945.an estimated accuracy of +/- 6 seconds.
 LR0945
 LR0945.The orthometric height was determined by differential leveling
 LR0945.and adjusted by the National Geodetic Survey in 1992..
 LR0945.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0945.rate of 0.0 thru 1.0 mm/km.
 LR0945
 LR0945.The geoid height was determined by GEOID03.
 LR0945
 LR0945.The dynamic height is computed by dividing the NAVD 88
 LR0945.geopotential number by the normal gravity value computed on the
 LR0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0945.degrees latitude (g = 980.6199 gals.).
 LR0945
 LR0945.The modeled gravity was interpolated from observed gravity values.
 LR0945
 LR0945;                    North         East    Units  Estimated Accuracy
 LR0945;SPC NV C     - 6,675,020.      477,090.      MT  (+/- 180 meters Scaled)
 LR0945
 LR0945                          SUPERSEDED SURVEY CONTROL
 LR0945
 LR0945.No superseded survey control is available for this station.
 LR0945
 LR0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF051201(NAD 83)
 LR0945_MARKER: DD = SURVEY DISK
 LR0945_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LR0945_SP_SET: PREFAB CONC. POST IN EARTH
 LR0945_STAMPING: 33 O 1963
 LR0945_MARK LOGO: USGS  
 LR0945_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0945+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0945
 LR0945  HISTORY     - Date     Condition        Report By
 LR0945  HISTORY     - 1963     MONUMENTED       USGS
 LR0945
 LR0945                          STATION DESCRIPTION
 LR0945
 LR0945'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0945'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0945'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 12.3 MILES NORTHEAST
 LR0945'ALONG ROAD, 7.1 MILES NORTHEAST OF 25 RANCH, 0.4 MILES SOUTHEAST AND
 LR0945'6.3 MILES SOUTH OF IZZENHOOD RANCH, AT A Y-ROAD, 84 FEET NORTHWEST OF
 LR0945'A ROAD TO A WINDMILL, 61 FEET EAST OF A NORTH-SOUTH ROAD, 9 FEET
 LR0945'SOUTHEAST OF A WITNESS STEEL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0671 ***********************************************************************
 GS0671  DESIGNATION -  33 TJS
 GS0671  PID         -  GS0671
 GS0671  STATE/COUNTY-  NV/NYE
 GS0671  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0671
 GS0671                         *CURRENT SURVEY CONTROL
 GS0671  ___________________________________________________________________
 GS0671* NAD 83(1986)-  36 51 01.     (N)    116 28 32.     (W)     SCALED    
 GS0671* NAVD 88     -      1296.295  (meters)    4252.93   (feet)  ADJUSTED  
 GS0671  ___________________________________________________________________
 GS0671  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GS0671  DYNAMIC HT  -        1294.816 (meters)    4248.08  (feet)  COMP
 GS0671  MODELED GRAV-     979,446.6   (mgal)                       NAVD 88
 GS0671
 GS0671  VERT ORDER  -  FIRST     CLASS I
 GS0671
 GS0671.The horizontal coordinates were scaled from a topographic map and have
 GS0671.an estimated accuracy of +/- 6 seconds.
 GS0671
 GS0671.The orthometric height was determined by differential leveling
 GS0671.and adjusted by the National Geodetic Survey in May 2004..
 GS0671
 GS0671.The geoid height was determined by GEOID03.
 GS0671
 GS0671.The dynamic height is computed by dividing the NAVD 88
 GS0671.geopotential number by the normal gravity value computed on the
 GS0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0671.degrees latitude (g = 980.6199 gals.).
 GS0671
 GS0671.The modeled gravity was interpolated from observed gravity values.
 GS0671
 GS0671;                    North         East    Units  Estimated Accuracy
 GS0671;SPC NV C     - 6,233,030.      517,040.      MT  (+/- 180 meters Scaled)
 GS0671
 GS0671                          SUPERSEDED SURVEY CONTROL
 GS0671
 GS0671  NAVD 88 (??/??/92) 1296.303  (m)         4252.95   (f) UNKNOWN     3 0
 GS0671  NGVD 29 (05/01/91) 1295.338  (m)         4249.79   (f) ADJUSTED    1 1
 GS0671
 GS0671.Superseded values are not recommended for survey control.
 GS0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0671.See file dsdata.txt to determine how the superseded data were derived.
 GS0671
 GS0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA467783(NAD 83)
 GS0671_MARKER: DB = BENCH MARK DISK
 GS0671_SETTING: 66 = SET IN ROCK OUTCROP
 GS0671_SP_SET: BEDROCK
 GS0671_STAMPING: 33 TJS 1983
 GS0671_MARK LOGO: USGS  
 GS0671_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0671+STABILITY: POSITION/ELEVATION WELL
 GS0671
 GS0671  HISTORY     - Date     Condition        Report By
 GS0671  HISTORY     - 1983     MONUMENTED       USGS
 GS0671  HISTORY     - 1986     GOOD             USGS
 GS0671  HISTORY     - 1988     GOOD             USGS
 GS0671  HISTORY     - 19910225 GOOD             USGS
 GS0671  HISTORY     - 19930105 GOOD             USGS
 GS0671  HISTORY     - 19950113 GOOD             USGS
 GS0671
 GS0671                          STATION DESCRIPTION
 GS0671
 GS0671'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0671'47.2 KM (29.35 MI) EAST FROM BEATTY.
 GS0671'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0671'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0671'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0671'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0671'NORTHEASTERLY 6.05 MILES TO AN OLD TRACK ROAD, THENCE NORTHEAST ON
 GS0671'OLD TRACK ROAD 0.5 MILES, 506 FEET WEST OF THE CENTERLINE OF THE
 GS0671'ROAD,10 FEET SOUTH OF A ROCK CAIRN.
 GS0671
 GS0671                          STATION RECOVERY (1986)
 GS0671
 GS0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0671'RECOVERED IN GOOD CONDITION.
 GS0671
 GS0671                          STATION RECOVERY (1988)
 GS0671
 GS0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0671'RECOVERED IN GOOD CONDITION.
 GS0671
 GS0671                          STATION RECOVERY (1991)
 GS0671
 GS0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0671'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0671'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0671'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0671'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0671'NORTHEASTERLY 6.05 MILES TO AN OLD TRACK ROAD, THENCE NORTHEAST ON
 GS0671'OLD TRACK ROAD 0.5 MILE, 506 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GS0671'10 FEET SOUTH OF A ROCK CAIRN.
 GS0671
 GS0671                          STATION RECOVERY (1993)
 GS0671
 GS0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0671'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0671'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0671'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0671'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0671'BEND IN THE ROAD, PROCEED NORTHEASTERLY 6.05 MILES (9.74 KM) TO AN
 GS0671'OLD TRACK ROAD, THENCE NORTHEAST ON OLD TRACK ROAD 0.5 MILE (0.8 KM)
 GS0671', 506 FEET (154.2 M) WEST OF THE CENTERLINE OF THE ROAD, 10 FEET
 GS0671'(3.0 M) SOUTH OF A ROCK CAIRN.
 GS0671
 GS0671                          STATION RECOVERY (1995)
 GS0671
 GS0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0671'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0562 ***********************************************************************
 KR0562  DESIGNATION -  34
 KR0562  PID         -  KR0562
 KR0562  STATE/COUNTY-  NV/CHURCHILL
 KR0562  USGS QUAD   -  SODA LAKE WEST (1985)
 KR0562
 KR0562                         *CURRENT SURVEY CONTROL
 KR0562  ___________________________________________________________________
 KR0562* NAD 83(1986)-  39 30 12.     (N)    118 58 45.     (W)     SCALED    
 KR0562* NAVD 88     -      1248.33   (+/-2cm)    4095.6    (feet)  VERTCON   
 KR0562  ___________________________________________________________________
 KR0562  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 KR0562
 KR0562  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0562
 KR0562.The horizontal coordinates were scaled from a topographic map and have
 KR0562.an estimated accuracy of +/- 6 seconds.
 KR0562
 KR0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0562.The vertical order pertains to the NGVD 29 superseded value.
 KR0562
 KR0562.The geoid height was determined by GEOID03.
 KR0562
 KR0562;                    North         East    Units  Estimated Accuracy
 KR0562;SPC NV W     - 4,527,550.      765,960.      MT  (+/- 180 meters Scaled)
 KR0562
 KR0562                          SUPERSEDED SURVEY CONTROL
 KR0562
 KR0562  NGVD 29 (??/??/92) 1247.367  (m)         4092.40   (f) ADJ UNCH    2 0
 KR0562
 KR0562.Superseded values are not recommended for survey control.
 KR0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0562.See file dsdata.txt to determine how the superseded data were derived.
 KR0562
 KR0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD298745(NAD 83)
 KR0562_MARKER: DD = SURVEY DISK
 KR0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0562_STAMPING: NO. 34
 KR0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0562+STABILITY: SURFACE MOTION
 KR0562
 KR0562  HISTORY     - Date     Condition        Report By
 KR0562  HISTORY     - UNK      MONUMENTED       CGS
 KR0562  HISTORY     - 1951     GOOD             NGS
 KR0562
 KR0562                          STATION DESCRIPTION
 KR0562
 KR0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0562'11.2 MI NW FROM FALLON.
 KR0562'9.2 MILES NORTHWEST ALONG U.S. HIGHWAY 95 AND 50 FROM THE POST OFFICE
 KR0562'IN FALLON, THENCE 2.0 MILES WEST ALONG U. S. HIGHWAY 50, 40.5 FEET
 KR0562'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET WEST OF A WITNESS
 KR0562'POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 KR0562'CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0269 ***********************************************************************
 JR0269  DESIGNATION -  34
 JR0269  PID         -  JR0269
 JR0269  STATE/COUNTY-  NV/MINERAL
 JR0269  USGS QUAD   -  TEELS MARSH (1967)
 JR0269
 JR0269                         *CURRENT SURVEY CONTROL
 JR0269  ___________________________________________________________________
 JR0269* NAD 83(1986)-  38 07 31.     (N)    118 15 28.     (W)     SCALED    
 JR0269* NAVD 88     -      1685.938  (meters)    5531.28   (feet)  ADJUSTED  
 JR0269  ___________________________________________________________________
 JR0269  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 JR0269  DYNAMIC HT  -        1684.071 (meters)    5525.16  (feet)  COMP
 JR0269  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 JR0269
 JR0269  VERT ORDER  -  FIRST     CLASS II
 JR0269
 JR0269.The horizontal coordinates were scaled from a topographic map and have
 JR0269.an estimated accuracy of +/- 6 seconds.
 JR0269
 JR0269.The orthometric height was determined by differential leveling
 JR0269.and adjusted by the National Geodetic Survey in June 1991..
 JR0269
 JR0269.The geoid height was determined by GEOID03.
 JR0269
 JR0269.The dynamic height is computed by dividing the NAVD 88
 JR0269.geopotential number by the normal gravity value computed on the
 JR0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0269.degrees latitude (g = 980.6199 gals.).
 JR0269
 JR0269.The modeled gravity was interpolated from observed gravity values.
 JR0269
 JR0269;                    North         East    Units  Estimated Accuracy
 JR0269;SPC NV W     - 4,374,560.      828,540.      MT  (+/- 180 meters Scaled)
 JR0269
 JR0269                          SUPERSEDED SURVEY CONTROL
 JR0269
 JR0269  NGVD 29 (??/??/92) 1684.688  (m)         5527.18   (f) ADJ UNCH    1 2
 JR0269
 JR0269.Superseded values are not recommended for survey control.
 JR0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0269.See file dsdata.txt to determine how the superseded data were derived.
 JR0269
 JR0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC897204(NAD 83)
 JR0269_MARKER: DD = SURVEY DISK
 JR0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0269_SP_SET: CONCRETE POST
 JR0269_STAMPING: 34 S 662-1 M1-10
 JR0269_MARK LOGO: NVDH  
 JR0269_PROJECTION: FLUSH
 JR0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0269+STABILITY: SURFACE MOTION
 JR0269
 JR0269  HISTORY     - Date     Condition        Report By
 JR0269  HISTORY     - UNK      MONUMENTED       NVDH
 JR0269  HISTORY     - 1955     GOOD             NGS
 JR0269  HISTORY     - 1986     GOOD             NGS
 JR0269
 JR0269                          STATION DESCRIPTION
 JR0269
 JR0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0269'9.1 MI N FROM BASALT.
 JR0269'9.1 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 JR0269'U.S. HIGHWAY 6 AT BASALT, 0.2 MILE NORTHEAST OF THE BOTTOM OF
 JR0269'A GRADE, 37.1 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JR0269'1.4 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER
 JR0269'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JR0269'0.3 FOOT ABOVE THE GROUND.
 JR0269
 JR0269                          STATION RECOVERY (1986)
 JR0269
 JR0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0269'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0269'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 JR0269'MONTGOMERY, THENCE 13.7 KM (8.5 MI) NORTH ALONG STATE HIGHWAY 360,
 JR0269'0.75 KM (0.47 MI) SOUTHWEST OF MILEPOST 9, 0.32 KM (0.20 MI)
 JR0269'NORTHEAST OF THE BOTTOM OF A GRADE, 11.3 METERS (37.0 FT) NORTHWEST
 JR0269'OF THE CENTERLINE OF THE HIGHWAY.
 JR0269'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 JR0269'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0673 ***********************************************************************
 LR0673  DESIGNATION -  34
 LR0673  PID         -  LR0673
 LR0673  STATE/COUNTY-  NV/HUMBOLDT
 LR0673  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0673
 LR0673                         *CURRENT SURVEY CONTROL
 LR0673  ___________________________________________________________________
 LR0673* NAD 83(1986)-  40 59 07.     (N)    117 41 37.     (W)     SCALED    
 LR0673* NAVD 88     -      1359.949  (meters)    4461.77   (feet)  ADJUSTED  
 LR0673  ___________________________________________________________________
 LR0673  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 LR0673  DYNAMIC HT  -        1358.911 (meters)    4458.36  (feet)  COMP
 LR0673  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 LR0673
 LR0673  VERT ORDER  -  FIRST     CLASS II
 LR0673
 LR0673.The horizontal coordinates were scaled from a topographic map and have
 LR0673.an estimated accuracy of +/- 6 seconds.
 LR0673
 LR0673.The orthometric height was determined by differential leveling
 LR0673.and adjusted by the National Geodetic Survey in June 1991..
 LR0673
 LR0673.The geoid height was determined by GEOID03.
 LR0673
 LR0673.The dynamic height is computed by dividing the NAVD 88
 LR0673.geopotential number by the normal gravity value computed on the
 LR0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0673.degrees latitude (g = 980.6199 gals.).
 LR0673
 LR0673.The modeled gravity was interpolated from observed gravity values.
 LR0673
 LR0673;                    North         East    Units  Estimated Accuracy
 LR0673;SPC NV W     - 4,692,390.      874,870.      MT  (+/- 180 meters Scaled)
 LR0673
 LR0673                          SUPERSEDED SURVEY CONTROL
 LR0673
 LR0673  NGVD 29 (??/??/92) 1358.894  (m)         4458.30   (f) ADJ UNCH    1 2
 LR0673
 LR0673.Superseded values are not recommended for survey control.
 LR0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0673.See file dsdata.txt to determine how the superseded data were derived.
 LR0673
 LR0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF416373(NAD 83)
 LR0673_MARKER: DD = SURVEY DISK
 LR0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0673_STAMPING: BM I-001-3 (2) 34
 LR0673_MARK LOGO: NVDH  
 LR0673_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0673+STABILITY: SURFACE MOTION
 LR0673
 LR0673  HISTORY     - Date     Condition        Report By
 LR0673  HISTORY     - UNK      MONUMENTED       NVDH
 LR0673  HISTORY     - 1958     GOOD             NGS
 LR0673  HISTORY     - 1984     GOOD             NGS
 LR0673
 LR0673                          STATION DESCRIPTION
 LR0673
 LR0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0673'2.3 MI NE FROM WINNEMUCCA.
 LR0673'2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 LR0673'U.S. 40 AND BRIDGE STREET AT WINNEMUCCA, 210.0 FEET SOUTHEAST OF THE
 LR0673'CENTERLINE OF HIGHWAY, 135.0 FEET SOUTHEAST OF FENCE LINE, 4.0 FEET
 LR0673'NORTHWEST OF A METAL WITNESS POST, SET IN A ROUND CONCRETE POST
 LR0673'PROJECTING 1 INCH ABOVE GROUND SURFACE.
 LR0673
 LR0673                          STATION RECOVERY (1984)
 LR0673
 LR0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0673'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.2 KM
 LR0673'(2.65 MI) NORTHEAST ALONG STATE HIGHWAY 289 FROM THE JUNCTION OF US
 LR0673'HIGHWAY 95 AT WINNEMUCCA, 0.2 KM (0.12 MI) SOUTH OF THE SOUTH END OF
 LR0673'AN OVERPASS BRIDGE, IN THE SOUTH CORNER OF THE T JUNCTION OF THE SOUTH
 LR0673'INTERSTATE 80 FRONTAGE ROAD, 32.0 METERS (105 FT) SOUTHEAST OF THE
 LR0673'HIGHWAY CENTERLINE, 29.9 METERS (98 FT) SOUTHWEST OF THE CENTER OF THE
 LR0673'ROAD, 14.9 METERS (49 FT) SOUTHWEST OF A FENCE CORNER, 1.3 METERS
 LR0673'(4.5 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE AND 1.2 METERS (4 FT)
 LR0673'NORTH OF A STEEL POST.
 LR0673'THE MARK IS 1.5 METERS  SE FROM A WITNESS POST.
 LR0673'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0330 ***********************************************************************
 GR0330  DESIGNATION -  34 B
 GR0330  PID         -  GR0330
 GR0330  STATE/COUNTY-  NV/CLARK
 GR0330  USGS QUAD   -  JUMBO PEAK (1983)
 GR0330
 GR0330                         *CURRENT SURVEY CONTROL
 GR0330  ___________________________________________________________________
 GR0330* NAD 83(1986)-  36 10 42.     (N)    114 12 57.     (W)     SCALED    
 GR0330* NAVD 88     -      1044.148  (meters)    3425.68   (feet)  POSTED    
 GR0330  ___________________________________________________________________
 GR0330  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GR0330  DYNAMIC HT  -        1043.040 (meters)    3422.04  (feet)  COMP
 GR0330  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 GR0330
 GR0330  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0330
 GR0330.The horizontal coordinates were scaled from a topographic map and have
 GR0330.an estimated accuracy of +/- 6 seconds.
 GR0330
 GR0330.The orthometric height was determined by differential leveling
 GR0330.and adjusted by the National Geodetic Survey in 1992..
 GR0330.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0330.rate of 0.0 thru 1.0 mm/km.
 GR0330
 GR0330.The geoid height was determined by GEOID03.
 GR0330
 GR0330.The dynamic height is computed by dividing the NAVD 88
 GR0330.geopotential number by the normal gravity value computed on the
 GR0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0330.degrees latitude (g = 980.6199 gals.).
 GR0330
 GR0330.The modeled gravity was interpolated from observed gravity values.
 GR0330
 GR0330;                    North         East    Units  Estimated Accuracy
 GR0330;SPC NV E     - 8,159,320.      323,010.      MT  (+/- 180 meters Scaled)
 GR0330
 GR0330                          SUPERSEDED SURVEY CONTROL
 GR0330
 GR0330  NGVD 29 (??/??/92) 1043.408  (m)         3423.25   (f) ADJ UNCH    1 1
 GR0330
 GR0330.Superseded values are not recommended for survey control.
 GR0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0330.See file dsdata.txt to determine how the superseded data were derived.
 GR0330
 GR0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA503073(NAD 83)
 GR0330_MARKER: DD = SURVEY DISK
 GR0330_SETTING: 66 = SET IN ROCK OUTCROP
 GR0330_SP_SET: ROCK LEDGE
 GR0330_STAMPING: B 3426 1920
 GR0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0330+STABILITY: POSITION/ELEVATION WELL
 GR0330
 GR0330  HISTORY     - Date     Condition        Report By
 GR0330  HISTORY     - 1920     MONUMENTED       USGS
 GR0330  HISTORY     - 1950     GOOD             NGS
 GR0330
 GR0330                          STATION DESCRIPTION
 GR0330
 GR0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0330'4.3 MI N FROM LAKE SHORE MINE.
 GR0330'4.3 MILES NORTH ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, IN THE TOP
 GR0330'OF A ROCK LEDGE ON THE WEST SIDE OF A WASH, ABOUT 88 YARDS SOUTH OF
 GR0330'THE JUNCTION OF A DIM DIRT ROAD LEADING EAST, ABOUT 27 YARDS SOUTH OF
 GR0330'THE APPROXIMATE CENTER OF THE MOUTH OF A RAVINE ENTERING THE WASH FROM
 GR0330'THE WEST, 84 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 33 1/2 FEET
 GR0330'WEST OF A 20-INCH YUCCA TREE, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 GR0330'MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0577 ***********************************************************************
 MU0577  DESIGNATION -  34 BKC
 MU0577  PID         -  MU0577
 MU0577  STATE/COUNTY-  NV/ELKO
 MU0577  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0577
 MU0577                         *CURRENT SURVEY CONTROL
 MU0577  ___________________________________________________________________
 MU0577* NAD 83(1986)-  41 30 44.     (N)    116 40 44.     (W)     SCALED    
 MU0577* NAVD 88     -      1673.579  (meters)    5490.73   (feet)  POSTED    
 MU0577  ___________________________________________________________________
 MU0577  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 MU0577  DYNAMIC HT  -        1672.290 (meters)    5486.50  (feet)  COMP
 MU0577  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 MU0577
 MU0577  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0577
 MU0577.The horizontal coordinates were scaled from a topographic map and have
 MU0577.an estimated accuracy of +/- 6 seconds.
 MU0577
 MU0577.The orthometric height was determined by differential leveling
 MU0577.and adjusted by the National Geodetic Survey in 1992..
 MU0577.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0577.rate of 0.0 thru 1.0 mm/km.
 MU0577
 MU0577.The geoid height was determined by GEOID03.
 MU0577
 MU0577.The dynamic height is computed by dividing the NAVD 88
 MU0577.geopotential number by the normal gravity value computed on the
 MU0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0577.degrees latitude (g = 980.6199 gals.).
 MU0577
 MU0577.The modeled gravity was interpolated from observed gravity values.
 MU0577
 MU0577;                    North         East    Units  Estimated Accuracy
 MU0577;SPC NV E     - 8,751,110.      108,550.      MT  (+/- 180 meters Scaled)
 MU0577
 MU0577                          SUPERSEDED SURVEY CONTROL
 MU0577
 MU0577.No superseded survey control is available for this station.
 MU0577
 MU0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF267956(NAD 83)
 MU0577_MARKER: DD = SURVEY DISK
 MU0577_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0577_SP_SET: COPPER-CLAD STEEL ROD
 MU0577_STAMPING: 34 BKC 1973 5487
 MU0577_MARK LOGO: USGS  
 MU0577_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0577+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0577
 MU0577  HISTORY     - Date     Condition        Report By
 MU0577  HISTORY     - 1973     MONUMENTED       USGS
 MU0577
 MU0577                          STATION DESCRIPTION
 MU0577
 MU0577'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0577'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0577'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0577'THENCE 2.6 MILES WEST ALONG ROAD, 8.5 MILES WEST OF WINTERS RANCH
 MU0577'-STONE HOUSE-, 34 FEET NORTH OF THE CENTERLINE OF THE ROAD, 6 FEET
 MU0577'EAST OF A CAIRN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK
 MU0577'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0452 ***********************************************************************
 JP0452  DESIGNATION -  34 DOR
 JP0452  PID         -  JP0452
 JP0452  STATE/COUNTY-  NV/LINCOLN
 JP0452  USGS QUAD   -  SILVER KING MTN SW (1971)
 JP0452
 JP0452                         *CURRENT SURVEY CONTROL
 JP0452  ___________________________________________________________________
 JP0452* NAD 83(1986)-  38 06 54.     (N)    114 57 11.     (W)     SCALED    
 JP0452* NAVD 88     -      1643.285  (meters)    5391.34   (feet)  ADJUSTED  
 JP0452  ___________________________________________________________________
 JP0452  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 JP0452  DYNAMIC HT  -        1641.461 (meters)    5385.36  (feet)  COMP
 JP0452  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 JP0452
 JP0452  VERT ORDER  -  SECOND    CLASS 0
 JP0452
 JP0452.The horizontal coordinates were scaled from a topographic map and have
 JP0452.an estimated accuracy of +/- 6 seconds.
 JP0452
 JP0452.The orthometric height was determined by differential leveling
 JP0452.and adjusted by the National Geodetic Survey in June 1991..
 JP0452
 JP0452.The geoid height was determined by GEOID03.
 JP0452
 JP0452.The dynamic height is computed by dividing the NAVD 88
 JP0452.geopotential number by the normal gravity value computed on the
 JP0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0452.degrees latitude (g = 980.6199 gals.).
 JP0452
 JP0452.The modeled gravity was interpolated from observed gravity values.
 JP0452
 JP0452;                    North         East    Units  Estimated Accuracy
 JP0452;SPC NV E     - 8,373,560.      255,270.      MT  (+/- 180 meters Scaled)
 JP0452
 JP0452                          SUPERSEDED SURVEY CONTROL
 JP0452
 JP0452.No superseded survey control is available for this station.
 JP0452
 JP0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC794205(NAD 83)
 JP0452_MARKER: DD = SURVEY DISK
 JP0452_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0452_SP_SET: COPPER-CLAD STEEL ROD
 JP0452_STAMPING: 34 DOR 1968 5388
 JP0452_MARK LOGO: USGS  
 JP0452_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0452+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0452
 JP0452  HISTORY     - Date     Condition        Report By
 JP0452  HISTORY     - 1968     MONUMENTED       USGS
 JP0452
 JP0452                          STATION DESCRIPTION
 JP0452
 JP0452'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0452'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0452'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 23.2 MILES
 JP0452'WEST, 48 FEET NORTH AND 2 FEET HIGHER THAN THE ROAD, 2 FEET SOUTH OF A
 JP0452'WITNESS SIGN, ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE
 JP0452'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0544 ***********************************************************************
 JP0544  DESIGNATION -  34 DOR
 JP0544  PID         -  JP0544
 JP0544  STATE/COUNTY-  NV/LINCOLN
 JP0544  USGS QUAD   -  GRASSY MTN (1973)
 JP0544
 JP0544                         *CURRENT SURVEY CONTROL
 JP0544  ___________________________________________________________________
 JP0544* NAD 83(1986)-  38 18 25.     (N)    114 42 20.     (W)     SCALED    
 JP0544* NAVD 88     -      1876.442  (meters)    6156.29   (feet)  ADJUSTED  
 JP0544  ___________________________________________________________________
 JP0544  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 JP0544  DYNAMIC HT  -        1874.340 (meters)    6149.40  (feet)  COMP
 JP0544  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 JP0544
 JP0544  VERT ORDER  -  SECOND    CLASS 0
 JP0544
 JP0544.The horizontal coordinates were scaled from a topographic map and have
 JP0544.an estimated accuracy of +/- 6 seconds.
 JP0544
 JP0544.The orthometric height was determined by differential leveling
 JP0544.and adjusted by the National Geodetic Survey in August 1995..
 JP0544
 JP0544.The geoid height was determined by GEOID03.
 JP0544
 JP0544.The dynamic height is computed by dividing the NAVD 88
 JP0544.geopotential number by the normal gravity value computed on the
 JP0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0544.degrees latitude (g = 980.6199 gals.).
 JP0544
 JP0544.The modeled gravity was interpolated from observed gravity values.
 JP0544
 JP0544;                    North         East    Units  Estimated Accuracy
 JP0544;SPC NV E     - 8,395,040.      276,770.      MT  (+/- 180 meters Scaled)
 JP0544
 JP0544                          SUPERSEDED SURVEY CONTROL
 JP0544
 JP0544.No superseded survey control is available for this station.
 JP0544
 JP0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC006423(NAD 83)
 JP0544_MARKER: DD = SURVEY DISK
 JP0544_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0544_SP_SET: COPPER-CLAD STEEL ROD
 JP0544_STAMPING: 34 DOR 1971 6152
 JP0544_MARK LOGO: USGS  
 JP0544_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0544
 JP0544  HISTORY     - Date     Condition        Report By
 JP0544  HISTORY     - 1971     MONUMENTED       USGS
 JP0544
 JP0544                          STATION DESCRIPTION
 JP0544
 JP0544'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0544'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0544'HIGHWAY 93 TO A T-ROAD WEST, THENCE 5.8 MILES WEST TO THE TOP OF A
 JP0544'SLIGHT RISE, 38 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1 FOOT
 JP0544'NORTHEAST OF A WITNESS POST, A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0544'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0599 ***********************************************************************
 JP0599  DESIGNATION -  34 DOR
 JP0599  PID         -  JP0599
 JP0599  STATE/COUNTY-  NV/WHITE PINE
 JP0599  USGS QUAD   -  PARKER STATION (1969)
 JP0599
 JP0599                         *CURRENT SURVEY CONTROL
 JP0599  ___________________________________________________________________
 JP0599* NAD 83(1986)-  38 43 23.     (N)    114 50 42.     (W)     SCALED    
 JP0599* NAVD 88     -      2040.616  (meters)    6694.92   (feet)  ADJUSTED  
 JP0599  ___________________________________________________________________
 JP0599  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 JP0599  DYNAMIC HT  -        2038.322 (meters)    6687.39  (feet)  COMP
 JP0599  MODELED GRAV-     979,430.9   (mgal)                       NAVD 88
 JP0599
 JP0599  VERT ORDER  -  SECOND    CLASS 0
 JP0599
 JP0599.The horizontal coordinates were scaled from a topographic map and have
 JP0599.an estimated accuracy of +/- 6 seconds.
 JP0599
 JP0599.The orthometric height was determined by differential leveling
 JP0599.and adjusted by the National Geodetic Survey in August 1995..
 JP0599
 JP0599.The geoid height was determined by GEOID03.
 JP0599
 JP0599.The dynamic height is computed by dividing the NAVD 88
 JP0599.geopotential number by the normal gravity value computed on the
 JP0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0599.degrees latitude (g = 980.6199 gals.).
 JP0599
 JP0599.The modeled gravity was interpolated from observed gravity values.
 JP0599
 JP0599;                    North         East    Units  Estimated Accuracy
 JP0599;SPC NV E     - 8,441,120.      264,200.      MT  (+/- 180 meters Scaled)
 JP0599
 JP0599                          SUPERSEDED SURVEY CONTROL
 JP0599
 JP0599.No superseded survey control is available for this station.
 JP0599
 JP0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC873882(NAD 83)
 JP0599_MARKER: DD = SURVEY DISK
 JP0599_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0599_SP_SET: COPPER-CLAD STEEL ROD
 JP0599_STAMPING: 34 DOR 1973 6691
 JP0599_MARK LOGO: USGS  
 JP0599_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0599
 JP0599  HISTORY     - Date     Condition        Report By
 JP0599  HISTORY     - 1973     MONUMENTED       USGS
 JP0599
 JP0599                          STATION DESCRIPTION
 JP0599
 JP0599'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0599'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0599'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 34.0 MILES
 JP0599'SOUTH TO A CATTLEGUARD, 64 FEET WEST SOUTHWEST OF AND 3 FEET LOWER
 JP0599'THAN THE CENTERLINE OF THE ROAD AT THE CATTLEGUARD, 51 FEET WEST
 JP0599'SOUTHWEST OF A BLM ALUMINUM CAP STAMPED  NO 3 CAVE VALLEY CATTLEGUARD
 JP0599'E 1/4 SEC 13 T10N R63E 1968 , 0.5 FOOT SOUTH SOUTHEAST OF A FENCE,
 JP0599'A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE
 JP0599'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0563 ***********************************************************************
 MU0563  DESIGNATION -  34 FMK
 MU0563  PID         -  MU0563
 MU0563  STATE/COUNTY-  NV/ELKO
 MU0563  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0563
 MU0563                         *CURRENT SURVEY CONTROL
 MU0563  ___________________________________________________________________
 MU0563* NAD 83(1986)-  41 32 53.     (N)    116 40 37.     (W)     SCALED    
 MU0563* NAVD 88     -      1654.449  (meters)    5427.97   (feet)  POSTED    
 MU0563  ___________________________________________________________________
 MU0563  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 MU0563  DYNAMIC HT  -        1653.190 (meters)    5423.84  (feet)  COMP
 MU0563  MODELED GRAV-     979,805.6   (mgal)                       NAVD 88
 MU0563
 MU0563  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0563
 MU0563.The horizontal coordinates were scaled from a topographic map and have
 MU0563.an estimated accuracy of +/- 6 seconds.
 MU0563
 MU0563.The orthometric height was determined by differential leveling
 MU0563.and adjusted by the National Geodetic Survey in 1992..
 MU0563.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0563.rate of 1.1 thru 2.0 mm/km.
 MU0563
 MU0563.The geoid height was determined by GEOID03.
 MU0563
 MU0563.The dynamic height is computed by dividing the NAVD 88
 MU0563.geopotential number by the normal gravity value computed on the
 MU0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0563.degrees latitude (g = 980.6199 gals.).
 MU0563
 MU0563.The modeled gravity was interpolated from observed gravity values.
 MU0563
 MU0563;                    North         East    Units  Estimated Accuracy
 MU0563;SPC NV E     - 8,755,080.      108,760.      MT  (+/- 180 meters Scaled)
 MU0563
 MU0563                          SUPERSEDED SURVEY CONTROL
 MU0563
 MU0563.No superseded survey control is available for this station.
 MU0563
 MU0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF269996(NAD 83)
 MU0563_MARKER: DD = SURVEY DISK
 MU0563_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0563_SP_SET: COPPER-CLAD STEEL ROD
 MU0563_STAMPING: 34 FMK 1973 5425
 MU0563_MARK LOGO: USGS  
 MU0563_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0563+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0563
 MU0563  HISTORY     - Date     Condition        Report By
 MU0563  HISTORY     - 1973     MONUMENTED       USGS
 MU0563
 MU0563                          STATION DESCRIPTION
 MU0563
 MU0563'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0563'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0563'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0563'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0563'ALONG ROAD, THENCE 1.0 MILE NORTH-NORTHEAST ALONG TRACK ROAD, 7.6
 MU0563'MILES WEST AND 3.0 MILES NORTH OF WINTERS RANCH -STONE HOUSE-, 15.0
 MU0563'MILES SOUTH AND 0.8 MILES WEST OF DESERT RANCH, 54 FEET EAST OF THE
 MU0563'CENTERLINE OF THE ROAD, 3 FEET WEST OF A WITNESS POST, A COPPER-
 MU0563'COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0507 ***********************************************************************
 MU0507  DESIGNATION -  34 HEI
 MU0507  PID         -  MU0507
 MU0507  STATE/COUNTY-  NV/HUMBOLDT
 MU0507  USGS QUAD   -  MAHOGANY SPRING (1980)
 MU0507
 MU0507                         *CURRENT SURVEY CONTROL
 MU0507  ___________________________________________________________________
 MU0507* NAD 83(1986)-  41 57 14.     (N)    117 20 19.     (W)     SCALED    
 MU0507* NAVD 88     -      1895.841  (meters)    6219.94   (feet)  POSTED    
 MU0507  ___________________________________________________________________
 MU0507  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 MU0507  DYNAMIC HT  -        1894.400 (meters)    6215.21  (feet)  COMP
 MU0507  MODELED GRAV-     979,794.6   (mgal)                       NAVD 88
 MU0507
 MU0507  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0507
 MU0507.The horizontal coordinates were scaled from a topographic map and have
 MU0507.an estimated accuracy of +/- 6 seconds.
 MU0507
 MU0507.The orthometric height was determined by differential leveling
 MU0507.and adjusted by the National Geodetic Survey in 1992..
 MU0507.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0507.rate of 0.0 thru 1.0 mm/km.
 MU0507
 MU0507.The geoid height was determined by GEOID03.
 MU0507
 MU0507.The dynamic height is computed by dividing the NAVD 88
 MU0507.geopotential number by the normal gravity value computed on the
 MU0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0507.degrees latitude (g = 980.6199 gals.).
 MU0507
 MU0507.The modeled gravity was interpolated from observed gravity values.
 MU0507
 MU0507;                    North         East    Units  Estimated Accuracy
 MU0507;SPC NV W     - 4,800,330.      903,190.      MT  (+/- 180 meters Scaled)
 MU0507
 MU0507                          SUPERSEDED SURVEY CONTROL
 MU0507
 MU0507.No superseded survey control is available for this station.
 MU0507
 MU0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG719447(NAD 83)
 MU0507_MARKER: DD = SURVEY DISK
 MU0507_SETTING: 66 = SET IN ROCK OUTCROP
 MU0507_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0507_STAMPING: 34 HEI 1974 6216
 MU0507_MARK LOGO: USGS  
 MU0507_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0507+STABILITY: POSITION/ELEVATION WELL
 MU0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0507+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0507
 MU0507  HISTORY     - Date     Condition        Report By
 MU0507  HISTORY     - 1974     MONUMENTED       USGS
 MU0507
 MU0507                          STATION DESCRIPTION
 MU0507
 MU0507'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0507'FROM GREELY CROSSING, NEVADA, PROCEED 22.2 MILES NORTH ALONG ROAD, 250
 MU0507'FEET SOUTHEAST OF A SMALL RIDGE LINE, 150 FEET SOUTHWEST OF THE
 MU0507'CENTERLINE OF THE ROAD, SET IN A ROCK OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0510 ***********************************************************************
 LS0510  DESIGNATION -  34 HJH
 LS0510  PID         -  LS0510
 LS0510  STATE/COUNTY-  NV/WASHOE
 LS0510  USGS QUAD   -  TOHAKUM PEAK NE (1964)
 LS0510
 LS0510                         *CURRENT SURVEY CONTROL
 LS0510  ___________________________________________________________________
 LS0510* NAD 83(1986)-  40 14 19.     (N)    119 22 03.     (W)     SCALED    
 LS0510* NAVD 88     -      1168.395  (meters)    3833.31   (feet)  ADJUSTED  
 LS0510  ___________________________________________________________________
 LS0510  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 LS0510  DYNAMIC HT  -        1167.470 (meters)    3830.27  (feet)  COMP
 LS0510  MODELED GRAV-     979,793.9   (mgal)                       NAVD 88
 LS0510
 LS0510  VERT ORDER  -  SECOND    CLASS 0
 LS0510
 LS0510.The horizontal coordinates were scaled from a topographic map and have
 LS0510.an estimated accuracy of +/- 6 seconds.
 LS0510
 LS0510.The orthometric height was determined by differential leveling
 LS0510.and adjusted by the National Geodetic Survey in June 1991..
 LS0510
 LS0510.The geoid height was determined by GEOID03.
 LS0510
 LS0510.The dynamic height is computed by dividing the NAVD 88
 LS0510.geopotential number by the normal gravity value computed on the
 LS0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0510.degrees latitude (g = 980.6199 gals.).
 LS0510
 LS0510.The modeled gravity was interpolated from observed gravity values.
 LS0510
 LS0510;                    North         East    Units  Estimated Accuracy
 LS0510;SPC NV W     - 4,609,400.      733,280.      MT  (+/- 180 meters Scaled)
 LS0510
 LS0510                          SUPERSEDED SURVEY CONTROL
 LS0510
 LS0510  NGVD 29 (??/??/92) 1167.418  (m)         3830.10   (f) ADJ UNCH    2 0
 LS0510
 LS0510.Superseded values are not recommended for survey control.
 LS0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0510.See file dsdata.txt to determine how the superseded data were derived.
 LS0510
 LS0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE986569(NAD 83)
 LS0510_MARKER: DB = BENCH MARK DISK
 LS0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0510_SP_SET: CONCRETE POST
 LS0510_STAMPING: 34 HJH 1962 3830
 LS0510_MARK LOGO: USGS  
 LS0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0510+STABILITY: SURFACE MOTION
 LS0510
 LS0510  HISTORY     - Date     Condition        Report By
 LS0510  HISTORY     - 1962     MONUMENTED       USGS
 LS0510
 LS0510                          STATION DESCRIPTION
 LS0510
 LS0510'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0510'47.6 KM (29.60 MI) SOUTH FROM GERLACH.
 LS0510'29.6 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34, ABOUT 46 YARDS
 LS0510'NORTHWEST OF A POWER POLE (NUMBER 54682) AND 4.0 FEET EAST OF THE
 LS0510'HIGHWAY CENTERLINE.
 LS0510'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0488 ***********************************************************************
 MV0488  DESIGNATION -  34 LRC
 MV0488  PID         -  MV0488
 MV0488  STATE/COUNTY-  NV/HUMBOLDT
 MV0488  USGS QUAD   -  PIDGEON SPRING (1979)
 MV0488
 MV0488                         *CURRENT SURVEY CONTROL
 MV0488  ___________________________________________________________________
 MV0488* NAD 83(1986)-  41 08 04.     (N)    118 55 31.     (W)     SCALED    
 MV0488* NAVD 88     -      1229.844  (meters)    4034.91   (feet)  ADJUSTED  
 MV0488  ___________________________________________________________________
 MV0488  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 MV0488  DYNAMIC HT  -        1228.941 (meters)    4031.95  (feet)  COMP
 MV0488  MODELED GRAV-     979,848.0   (mgal)                       NAVD 88
 MV0488
 MV0488  VERT ORDER  -  SECOND    CLASS 0
 MV0488
 MV0488.The horizontal coordinates were scaled from a topographic map and have
 MV0488.an estimated accuracy of +/- 6 seconds.
 MV0488
 MV0488.The orthometric height was determined by differential leveling
 MV0488.and adjusted by the National Geodetic Survey in June 1991..
 MV0488
 MV0488.The geoid height was determined by GEOID03.
 MV0488
 MV0488.The dynamic height is computed by dividing the NAVD 88
 MV0488.geopotential number by the normal gravity value computed on the
 MV0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0488.degrees latitude (g = 980.6199 gals.).
 MV0488
 MV0488.The modeled gravity was interpolated from observed gravity values.
 MV0488
 MV0488;                    North         East    Units  Estimated Accuracy
 MV0488;SPC NV W     - 4,708,630.      771,290.      MT  (+/- 180 meters Scaled)
 MV0488
 MV0488                          SUPERSEDED SURVEY CONTROL
 MV0488
 MV0488.No superseded survey control is available for this station.
 MV0488
 MV0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF384554(NAD 83)
 MV0488_MARKER: DD = SURVEY DISK
 MV0488_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MV0488_SP_SET: PREFAB CONC. POST IN EARTH
 MV0488_STAMPING: 34 LRC 1972 4031
 MV0488_MARK LOGO: USGS  
 MV0488_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MV0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0488+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0488
 MV0488  HISTORY     - Date     Condition        Report By
 MV0488  HISTORY     - 1972     MONUMENTED       USGS
 MV0488
 MV0488                          STATION DESCRIPTION
 MV0488
 MV0488'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0488'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0488'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0488'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0488'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 13.3 MILES NORTH
 MV0488'ALONG TRACK ROAD TO A ROAD FORK WEST, 13.3 MILES SOUTH OF PAHUTE
 MV0488'MEADOW RANCH, OVER A HILL AND EAST TO A WINDMILL, ABOUT 87 FEET NORTH
 MV0488'OF THE ROAD TO A WINDMILL AND 35 FEET SOUTHWEST OF THE CENTERLINE OF A
 MV0488'MAIN ROAD, 2 FEET NORTHEAST OF A WITNESS POST AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0946 ***********************************************************************
 LR0946  DESIGNATION -  34 O
 LR0946  PID         -  LR0946
 LR0946  STATE/COUNTY-  NV/LANDER
 LR0946  USGS QUAD   -  RUSSELLS (1965)
 LR0946
 LR0946                         *CURRENT SURVEY CONTROL
 LR0946  ___________________________________________________________________
 LR0946* NAD 83(1986)-  40 51 24.     (N)    116 55 31.     (W)     SCALED    
 LR0946* NAVD 88     -      1401.751  (meters)    4598.91   (feet)  POSTED    
 LR0946  ___________________________________________________________________
 LR0946  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 LR0946  DYNAMIC HT  -        1400.670 (meters)    4595.36  (feet)  COMP
 LR0946  MODELED GRAV-     979,807.5   (mgal)                       NAVD 88
 LR0946
 LR0946  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0946
 LR0946.The horizontal coordinates were scaled from a topographic map and have
 LR0946.an estimated accuracy of +/- 6 seconds.
 LR0946
 LR0946.The orthometric height was determined by differential leveling
 LR0946.and adjusted by the National Geodetic Survey in 1992..
 LR0946.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0946.rate of 0.0 thru 1.0 mm/km.
 LR0946
 LR0946.The geoid height was determined by GEOID03.
 LR0946
 LR0946.The dynamic height is computed by dividing the NAVD 88
 LR0946.geopotential number by the normal gravity value computed on the
 LR0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0946.degrees latitude (g = 980.6199 gals.).
 LR0946
 LR0946.The modeled gravity was interpolated from observed gravity values.
 LR0946
 LR0946;                    North         East    Units  Estimated Accuracy
 LR0946;SPC NV C     - 6,677,760.      478,200.      MT  (+/- 180 meters Scaled)
 LR0946
 LR0946                          SUPERSEDED SURVEY CONTROL
 LR0946
 LR0946.No superseded survey control is available for this station.
 LR0946
 LR0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF062228(NAD 83)
 LR0946_MARKER: DD = SURVEY DISK
 LR0946_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LR0946_SP_SET: PREFAB CONC. POST IN EARTH
 LR0946_STAMPING: 34 O 1963
 LR0946_MARK LOGO: USGS  
 LR0946_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0946+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0946
 LR0946  HISTORY     - Date     Condition        Report By
 LR0946  HISTORY     - 1963     MONUMENTED       USGS
 LR0946
 LR0946                          STATION DESCRIPTION
 LR0946
 LR0946'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0946'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0946'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 14.3 MILES NORTHEAST
 LR0946'ALONG ROAD, 0.4 MILES SOUTHEAST AND 4.6 MILES SOUTH OF IZZENHOOD RANCH
 LR0946', IN A SAGE AREA, 41 FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET
 LR0946'SOUTHWEST OF A WITNESS STEEL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0672 ***********************************************************************
 GS0672  DESIGNATION -  34 TJS
 GS0672  PID         -  GS0672
 GS0672  STATE/COUNTY-  NV/NYE
 GS0672  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0672
 GS0672                         *CURRENT SURVEY CONTROL
 GS0672  ___________________________________________________________________
 GS0672* NAD 83(1986)-  36 51 10.     (N)    116 28 19.     (W)     SCALED    
 GS0672* NAVD 88     -      1309.776  (meters)    4297.16   (feet)  ADJUSTED  
 GS0672  ___________________________________________________________________
 GS0672  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 GS0672  DYNAMIC HT  -        1308.280 (meters)    4292.25  (feet)  COMP
 GS0672  MODELED GRAV-     979,444.5   (mgal)                       NAVD 88
 GS0672
 GS0672  VERT ORDER  -  FIRST     CLASS I
 GS0672
 GS0672.The horizontal coordinates were scaled from a topographic map and have
 GS0672.an estimated accuracy of +/- 6 seconds.
 GS0672
 GS0672.The orthometric height was determined by differential leveling
 GS0672.and adjusted by the National Geodetic Survey in May 2004..
 GS0672
 GS0672.The geoid height was determined by GEOID03.
 GS0672
 GS0672.The dynamic height is computed by dividing the NAVD 88
 GS0672.geopotential number by the normal gravity value computed on the
 GS0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0672.degrees latitude (g = 980.6199 gals.).
 GS0672
 GS0672.The modeled gravity was interpolated from observed gravity values.
 GS0672
 GS0672;                    North         East    Units  Estimated Accuracy
 GS0672;SPC NV C     - 6,233,310.      517,360.      MT  (+/- 180 meters Scaled)
 GS0672
 GS0672                          SUPERSEDED SURVEY CONTROL
 GS0672
 GS0672  NAVD 88 (??/??/92) 1309.786  (m)         4297.19   (f) UNKNOWN     3 0
 GS0672  NGVD 29 (05/01/91) 1308.819  (m)         4294.02   (f) ADJUSTED    1 1
 GS0672
 GS0672.Superseded values are not recommended for survey control.
 GS0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0672.See file dsdata.txt to determine how the superseded data were derived.
 GS0672
 GS0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA470786(NAD 83)
 GS0672_MARKER: DB = BENCH MARK DISK
 GS0672_SETTING: 66 = SET IN ROCK OUTCROP
 GS0672_SP_SET: BEDROCK
 GS0672_STAMPING: 34 TJS 1983
 GS0672_MARK LOGO: USGS  
 GS0672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0672+STABILITY: POSITION/ELEVATION WELL
 GS0672
 GS0672  HISTORY     - Date     Condition        Report By
 GS0672  HISTORY     - 1983     MONUMENTED       USGS
 GS0672  HISTORY     - 1986     GOOD             USGS
 GS0672  HISTORY     - 1988     GOOD             USGS
 GS0672  HISTORY     - 19910226 GOOD             USGS
 GS0672  HISTORY     - 19930106 GOOD             USGS
 GS0672  HISTORY     - 19950113 GOOD             USGS
 GS0672
 GS0672                          STATION DESCRIPTION
 GS0672
 GS0672'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0672'47.8 KM (29.70 MI) EAST FROM BEATTY.
 GS0672'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0672'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0672'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0672'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0672'NORTHEASTERLY 6.05 MILES TO AN OLD TRACK ROAD, THENCE NORTHEAST ON
 GS0672'OLD TRACK ROAD 0.85 MILES, 230 FEET EAST OF THE CENTERLINE OF THE
 GS0672'ROAD, ACROSS A WASH, IN A 5 X 2 FOOT BOULDER.
 GS0672
 GS0672                          STATION RECOVERY (1986)
 GS0672
 GS0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0672'RECOVERED IN GOOD CONDITION.
 GS0672
 GS0672                          STATION RECOVERY (1988)
 GS0672
 GS0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0672'RECOVERED IN GOOD CONDITION.
 GS0672
 GS0672                          STATION RECOVERY (1991)
 GS0672
 GS0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0672'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0672'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0672'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0672'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0672'NORTHEASTERLY 6.05 MILES TO AN OLD TRACK ROAD, THENCE NORTHEAST ON
 GS0672'OLD TRACK ROAD 0.85 MILE, 230 FEET EAST OF THE CENTERLINE OF THE
 GS0672'ROAD, ACROSS A WASH, IN A 5 X 2 FOOT BOULDER.
 GS0672
 GS0672                          STATION RECOVERY (1993)
 GS0672
 GS0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0672'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0672'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0672'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0672'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0672'BEND IN THE ROAD, PROCEED NORTHEASTERLY 6.05 MILES (9.74 KM) TO AN
 GS0672'OLD TRACK ROAD, THENCE NORTHEAST ON OLD TRACK ROAD 0.85 MILE
 GS0672'(1.37 KM), 230 FEET (70.1 M) EAST OF THE CENTERLINE OF THE ROAD,
 GS0672'ACROSS A WASH, IN A 5 X 2 FOOT (0.6 M) BOULDER.
 GS0672
 GS0672                          STATION RECOVERY (1995)
 GS0672
 GS0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0672'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0149 ***********************************************************************
 FS0149  DESIGNATION -  3400
 FS0149  PID         -  FS0149
 FS0149  STATE/COUNTY-  NV/CLARK
 FS0149  USGS QUAD   -  NELSON SW (1984)
 FS0149
 FS0149                         *CURRENT SURVEY CONTROL
 FS0149  ___________________________________________________________________
 FS0149* NAD 83(1986)-  35 32 28.     (N)    114 55 03.     (W)     SCALED    
 FS0149* NAVD 88     -      1036.733  (meters)    3401.35   (feet)  POSTED    
 FS0149  ___________________________________________________________________
 FS0149  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FS0149  DYNAMIC HT  -        1035.540 (meters)    3397.43  (feet)  COMP
 FS0149  MODELED GRAV-     979,448.2   (mgal)                       NAVD 88
 FS0149
 FS0149  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0149
 FS0149.The horizontal coordinates were scaled from a topographic map and have
 FS0149.an estimated accuracy of +/- 6 seconds.
 FS0149
 FS0149.The orthometric height was determined by differential leveling
 FS0149.and adjusted by the National Geodetic Survey in 1992..
 FS0149.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0149.rate of 0.0 thru 1.0 mm/km.
 FS0149
 FS0149.The geoid height was determined by GEOID03.
 FS0149
 FS0149.The dynamic height is computed by dividing the NAVD 88
 FS0149.geopotential number by the normal gravity value computed on the
 FS0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0149.degrees latitude (g = 980.6199 gals.).
 FS0149
 FS0149.The modeled gravity was interpolated from observed gravity values.
 FS0149
 FS0149;                    North         East    Units  Estimated Accuracy
 FS0149;SPC NV E     - 8,087,960.      260,370.      MT  (+/- 180 meters Scaled)
 FS0149
 FS0149                          SUPERSEDED SURVEY CONTROL
 FS0149
 FS0149  NGVD 29 (??/??/92) 1035.898  (m)         3398.61   (f) ADJ UNCH    1 1
 FS0149
 FS0149.Superseded values are not recommended for survey control.
 FS0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0149.See file dsdata.txt to determine how the superseded data were derived.
 FS0149
 FS0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV887350(NAD 83)
 FS0149_MARKER: DD = SURVEY DISK
 FS0149_SETTING: 80 = SET IN A BOULDER
 FS0149_SP_SET: BOULDER
 FS0149_STAMPING: 3400 B 12 1909
 FS0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0149+STABILITY: SURFACE MOTION
 FS0149
 FS0149  HISTORY     - Date     Condition        Report By
 FS0149  HISTORY     - 1909     MONUMENTED       USGS
 FS0149  HISTORY     - 1949     GOOD             NGS
 FS0149  HISTORY     - 1963     GOOD             NGS
 FS0149
 FS0149                          STATION DESCRIPTION
 FS0149
 FS0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0149'5.9 MI N FROM SEARCHLIGHT.
 FS0149'5.9 MILES NORTH ALONG OLD STATE HIGHWAY 5 FROM THE POST OFFICE AT
 FS0149'SEARCHLIGHT, IN THE TOP OF A SMALL BOULDER PROJECTING 0.5 FOOT
 FS0149'ABOVE THE GROUND, 112 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FS0149'WASH, 28 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.8
 FS0149'FEET SOUTH OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE
 FS0149'HIGHWAY.
 FS0149
 FS0149                          STATION RECOVERY (1963)
 FS0149
 FS0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0293 ***********************************************************************
 GS0293  DESIGNATION -  3472
 GS0293  PID         -  GS0293
 GS0293  STATE/COUNTY-  NV/NYE
 GS0293  USGS QUAD   -  GOLD CENTER (1988)
 GS0293
 GS0293                         *CURRENT SURVEY CONTROL
 GS0293  ___________________________________________________________________
 GS0293* NAD 83(1986)-  36 52 26.     (N)    116 50 39.     (W)     SCALED    
 GS0293* NAVD 88     -      1061.664  (meters)    3483.14   (feet)  ADJUSTED  
 GS0293  ___________________________________________________________________
 GS0293  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 GS0293  DYNAMIC HT  -        1060.561 (meters)    3479.52  (feet)  COMP
 GS0293  MODELED GRAV-     979,556.8   (mgal)                       NAVD 88
 GS0293
 GS0293  VERT ORDER  -  FIRST     CLASS II
 GS0293
 GS0293.The horizontal coordinates were scaled from a topographic map and have
 GS0293.an estimated accuracy of +/- 6 seconds.
 GS0293
 GS0293.The orthometric height was determined by differential leveling
 GS0293.and adjusted by the National Geodetic Survey in June 1991..
 GS0293
 GS0293.The geoid height was determined by GEOID03.
 GS0293
 GS0293.The dynamic height is computed by dividing the NAVD 88
 GS0293.geopotential number by the normal gravity value computed on the
 GS0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0293.degrees latitude (g = 980.6199 gals.).
 GS0293
 GS0293.The modeled gravity was interpolated from observed gravity values.
 GS0293
 GS0293;                    North         East    Units  Estimated Accuracy
 GS0293;SPC NV C     - 6,235,650.      484,180.      MT  (+/- 180 meters Scaled)
 GS0293
 GS0293                          SUPERSEDED SURVEY CONTROL
 GS0293
 GS0293  NGVD 29 (??/??/??) 1060.752  (m)         3480.15   (f) ADJUSTED    1 2
 GS0293
 GS0293.Superseded values are not recommended for survey control.
 GS0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0293.See file dsdata.txt to determine how the superseded data were derived.
 GS0293
 GS0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA138808(NAD 83)
 GS0293_MARKER: P = PIPE CAP
 GS0293_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0293_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0293_STAMPING: 3480.150 3472 B 84 1907
 GS0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0293
 GS0293  HISTORY     - Date     Condition        Report By
 GS0293  HISTORY     - 1907     MONUMENTED       USGS
 GS0293  HISTORY     - 1934     GOOD             NGS
 GS0293
 GS0293                          STATION DESCRIPTION
 GS0293
 GS0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GS0293'1.5 MI SW FROM BULLFROG.
 GS0293'1.5 MILES SOUTHWEST ALONG THE DEATH VALLEY ROAD FROM BULLFROG,
 GS0293'NYE COUNTY, AND 14 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GS0293'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 GS0293'3480.150 3472 B 84 1907 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GS0293'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0560 ***********************************************************************
 KR0560  DESIGNATION -  35
 KR0560  PID         -  KR0560
 KR0560  STATE/COUNTY-  NV/CHURCHILL
 KR0560  USGS QUAD   -  SODA LAKE WEST (1985)
 KR0560
 KR0560                         *CURRENT SURVEY CONTROL
 KR0560  ___________________________________________________________________
 KR0560* NAD 83(1986)-  39 30 31.     (N)    118 57 22.     (W)     SCALED    
 KR0560* NAVD 88     -      1236.64   (+/-2cm)    4057.2    (feet)  VERTCON   
 KR0560  ___________________________________________________________________
 KR0560  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 KR0560
 KR0560  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0560
 KR0560.The horizontal coordinates were scaled from a topographic map and have
 KR0560.an estimated accuracy of +/- 6 seconds.
 KR0560
 KR0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0560.The vertical order pertains to the NGVD 29 superseded value.
 KR0560
 KR0560.The geoid height was determined by GEOID03.
 KR0560
 KR0560;                    North         East    Units  Estimated Accuracy
 KR0560;SPC NV W     - 4,528,130.      767,940.      MT  (+/- 180 meters Scaled)
 KR0560
 KR0560                          SUPERSEDED SURVEY CONTROL
 KR0560
 KR0560  NGVD 29 (??/??/92) 1235.678  (m)         4054.05   (f) ADJ UNCH    2 0
 KR0560
 KR0560.Superseded values are not recommended for survey control.
 KR0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0560.See file dsdata.txt to determine how the superseded data were derived.
 KR0560
 KR0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD318750(NAD 83)
 KR0560_MARKER: DB = BENCH MARK DISK
 KR0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0560_STAMPING: NO. 35
 KR0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0560+STABILITY: SURFACE MOTION
 KR0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0560+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 KR0560
 KR0560  HISTORY     - Date     Condition        Report By
 KR0560  HISTORY     - UNK      MONUMENTED       CGS
 KR0560  HISTORY     - 1951     GOOD             NGS
 KR0560  HISTORY     - 20051119 GOOD             GEOCAC
 KR0560
 KR0560                          STATION DESCRIPTION
 KR0560
 KR0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0560'10.1 MI NW FROM FALLON.
 KR0560'9.2 MILES NORTHWEST ALONG U. S. HIGHWAY 95 AND 50 FROM THE POST OFFICE
 KR0560'IN FALLON, THENCE 0.9 MILES WEST ALONG HIGHWAY 50, 40 FEET SOUTH OF
 KR0560'THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A WITNESS POST, ABOUT
 KR0560'THREE FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KR0560'POST PROJECTING 0.4 FEET ABOVE THE GROUND.
 KR0560
 KR0560                          STATION RECOVERY (2005)
 KR0560
 KR0560'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR0560'STATION PROJECTS 0.48M (1.6FT).  OBSERVED GPSR COORDINATES N39 30
 KR0560'31.74 W118 57 21.48.
 KR0560' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0268 ***********************************************************************
 JR0268  DESIGNATION -  35
 JR0268  PID         -  JR0268
 JR0268  STATE/COUNTY-  NV/MINERAL
 JR0268  USGS QUAD   -  TEELS MARSH (1967)
 JR0268
 JR0268                         *CURRENT SURVEY CONTROL
 JR0268  ___________________________________________________________________
 JR0268* NAD 83(1986)-  38 07 48.     (N)    118 15 11.     (W)     SCALED    
 JR0268* NAVD 88     -      1712.162  (meters)    5617.32   (feet)  ADJUSTED  
 JR0268  ___________________________________________________________________
 JR0268  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 JR0268  DYNAMIC HT  -        1710.261 (meters)    5611.08  (feet)  COMP
 JR0268  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 JR0268
 JR0268  VERT ORDER  -  FIRST     CLASS II
 JR0268
 JR0268.The horizontal coordinates were scaled from a topographic map and have
 JR0268.an estimated accuracy of +/- 6 seconds.
 JR0268
 JR0268.The orthometric height was determined by differential leveling
 JR0268.and adjusted by the National Geodetic Survey in June 1991..
 JR0268
 JR0268.The geoid height was determined by GEOID03.
 JR0268
 JR0268.The dynamic height is computed by dividing the NAVD 88
 JR0268.geopotential number by the normal gravity value computed on the
 JR0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0268.degrees latitude (g = 980.6199 gals.).
 JR0268
 JR0268.The modeled gravity was interpolated from observed gravity values.
 JR0268
 JR0268;                    North         East    Units  Estimated Accuracy
 JR0268;SPC NV W     - 4,375,080.      828,960.      MT  (+/- 180 meters Scaled)
 JR0268
 JR0268                          SUPERSEDED SURVEY CONTROL
 JR0268
 JR0268  NGVD 29 (??/??/92) 1710.908  (m)         5613.20   (f) ADJ UNCH    1 2
 JR0268
 JR0268.Superseded values are not recommended for survey control.
 JR0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0268.See file dsdata.txt to determine how the superseded data were derived.
 JR0268
 JR0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC901209(NAD 83)
 JR0268_MARKER: DD = SURVEY DISK
 JR0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0268_SP_SET: CONCRETE POST
 JR0268_STAMPING: 35 S 662-1 M1-10
 JR0268_MARK LOGO: NVDH  
 JR0268_PROJECTION: PROJECTING 5 CENTIMETERS
 JR0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0268+STABILITY: SURFACE MOTION
 JR0268
 JR0268  HISTORY     - Date     Condition        Report By
 JR0268  HISTORY     - UNK      MONUMENTED       NVDH
 JR0268  HISTORY     - 1955     GOOD             NGS
 JR0268  HISTORY     - 1986     GOOD             NGS
 JR0268
 JR0268                          STATION DESCRIPTION
 JR0268
 JR0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0268'9.5 MI N FROM BASALT.
 JR0268'9.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0268'HIGHWAY 6 AT BASALT, 0.1 MILE SOUTHWEST OF THE INTERSECTION
 JR0268'OF A NORTH-SOUTH GRADED ROAD, AT THE APPROXIMATE CENTER OF A
 JR0268'LONG SHALLOW CUT BANK, 44.8 FEET SOUTHEAST OF THE CENTER LINE
 JR0268'OF THE HIGHWAY, 1.7 FEET NORTHWEST OF A  WITNESS POST, ABOUT 4
 JR0268'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JR0268'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 JR0268
 JR0268                          STATION RECOVERY (1986)
 JR0268
 JR0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0268'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0268'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 JR0268'MONTGOMERY, THENCE 14.4 KM (8.9 MI) NORTH ALONG STATE HIGHWAY 360,
 JR0268'0.10 KM (0.06 MI) SOUTHWEST OF MILEPOST 9, ON TOP AND NEAR THE CENTER
 JR0268'OF A LONG LOW CUT BANK, 13.7 METERS (45.0 FT) SOUTHEAST OF THE
 JR0268'CENTERLINE OF THE HIGHWAY.
 JR0268'THE MARK IS 1.8 METERS  NW FROM  A WITNESS POST
 JR0268'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0675 ***********************************************************************
 LR0675  DESIGNATION -  35
 LR0675  PID         -  LR0675
 LR0675  STATE/COUNTY-  NV/HUMBOLDT
 LR0675  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0675
 LR0675                         *CURRENT SURVEY CONTROL
 LR0675  ___________________________________________________________________
 LR0675* NAD 83(1994)-  40 59 31.12097(N)    117 40 33.14615(W)     ADJUSTED  
 LR0675* NAVD 88     -      1388.552  (meters)    4555.61   (feet)  ADJUSTED  
 LR0675  ___________________________________________________________________
 LR0675  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 LR0675  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 LR0675  DYNAMIC HT  -        1387.495 (meters)    4552.14  (feet)  COMP
 LR0675  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 LR0675
 LR0675  HORZ ORDER  -  SECOND
 LR0675  VERT ORDER  -  FIRST     CLASS II
 LR0675
 LR0675.The horizontal coordinates were established by classical geodetic methods
 LR0675.and adjusted by the National Geodetic Survey in June 1998..
 LR0675
 LR0675.The orthometric height was determined by differential leveling
 LR0675.and adjusted by the National Geodetic Survey in June 1991..
 LR0675
 LR0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0675
 LR0675.The geoid height was determined by GEOID03.
 LR0675
 LR0675.The dynamic height is computed by dividing the NAVD 88
 LR0675.geopotential number by the normal gravity value computed on the
 LR0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0675.degrees latitude (g = 980.6199 gals.).
 LR0675
 LR0675.The modeled gravity was interpolated from observed gravity values.
 LR0675
 LR0675;                    North         East     Units Scale Factor Converg.
 LR0675;SPC NV W     - 4,693,151.439   876,351.337   MT  0.99997173   +0 35 43.0
 LR0675;SPC NV W     -15,397,447.68  2,875,162.68   sFT  0.99997173   +0 35 43.0
 LR0675;UTM  11      - 4,538,086.498   443,150.890   MT  0.99963978   -0 26 36.1
 LR0675
 LR0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0675!SPC NV W     -   0.99978544  x   0.99997173  =   0.99975718
 LR0675!UTM  11      -   0.99978544  x   0.99963978  =   0.99942530
 LR0675
 LR0675|---------------------------------------------------------------------|
 LR0675| PID    Reference Object                     Distance      Geod. Az  |
 LR0675|                                                           dddmmss.s |
 LR0675| DB6125 35 RM 1                               5.532 METERS 24631     |
 LR0675| MU0376 NIVE                                APPROX. 5.9 KM 3144159.2 |
 LR0675| DB6126 35 RM 2                               4.662 METERS 33558     |
 LR0675|---------------------------------------------------------------------|
 LR0675
 LR0675                          SUPERSEDED SURVEY CONTROL
 LR0675
 LR0675  NAD 83(1986)-  40 59 31.12596(N)    117 40 33.14085(W) AD(       ) 2
 LR0675  NAD 27      -  40 59 31.47610(N)    117 40 29.68290(W) AD(       ) 2
 LR0675  NGVD 29 (??/??/92) 1387.502  (m)         4552.16   (f) ADJ UNCH    1 2
 LR0675
 LR0675.Superseded values are not recommended for survey control.
 LR0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0675.See file dsdata.txt to determine how the superseded data were derived.
 LR0675
 LR0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF4315138086(NAD 83)
 LR0675_MARKER: DD = SURVEY DISK
 LR0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0675_STAMPING: BM I-001-3 (2) 35
 LR0675_MARK LOGO: NVDH  
 LR0675_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0675+STABILITY: SURFACE MOTION
 LR0675
 LR0675  HISTORY     - Date     Condition        Report By
 LR0675  HISTORY     - 1958     MONUMENTED       NVDH
 LR0675  HISTORY     - 1958     GOOD             NGS
 LR0675  HISTORY     - 1984     GOOD             NGS
 LR0675
 LR0675                          STATION DESCRIPTION
 LR0675
 LR0675'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1958 (WH)
 LR0675'STATION IS 3.5 MILES NORTH-NORTHEAST OF WINNEMUCCA, 300 FEET
 LR0675'SOUTHEAST OF U.S. HIGHWAY 40, 40 FEET NORTHWEST OF THE POWER
 LR0675'LINE, ON THE SUMMIT OF A WIDE FLAT BENCH.
 LR0675'
 LR0675'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 40 AND 95 IN WINNEMUCCA,
 LR0675'GO EASTWARD ON HIGHWAY 40 FOR 3.95 MILES TO A WIRE GATE ON THE
 LR0675'RIGHT, SOUTHEAST OF THE HIGHWAY.  PASS THROUGH GATE, GO 0.1
 LR0675'MILE TO THE POWER LINE ROAD, AND THENCE SOUTH ALONG THE POWER LINE
 LR0675'FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 LR0675'
 LR0675'THE STATION MARK IS NEVADA HIGHWAY DEPARTMENT BRONZE TABLET
 LR0675'SET IN THE TOP OF A CONE SHAPED CONCRETE MONUMENT, FLUSH WITH
 LR0675'THE GROUND, STAMPED I-001-3-(2)-35.
 LR0675'
 LR0675'THE REFERENCE MARKS ARE SMALL T-SHAPED IRON STAKES FLUSH WITH
 LR0675'GROUND, TOPPED WITH A SMALL ALUMINUM CAP.  STATION CAN BE
 LR0675'DRIVEN WITH A 2-WHEEL DRIVE VEHICLE.
 LR0675
 LR0675                          STATION RECOVERY (1958)
 LR0675
 LR0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LR0675'3.25 MI NE FROM WINNEMUCCA.
 LR0675'3.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 LR0675'U.S. 40 AND BRIDGE STREET AT WINNEMUCCA, 269.0 FEET SOUTHEAST OF THE
 LR0675'CENTERLINE OF HIGHWAY, 195.0 FEET SOUTHEAST OF A FENCELINE, 4.0 FEET
 LR0675'NORTHWEST OF A METAL WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH
 LR0675'WITH THE GROUND SURFACE.
 LR0675
 LR0675                          STATION RECOVERY (1984)
 LR0675
 LR0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0675'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.35 KM
 LR0675'(2.7 MI) NORTHEAST ALONG STATE HIGHWAY 289 FROM THE JUNCTION OF US
 LR0675'HIGHWAY 95 AT WINNEMUCCA, THENCE 1.7 KM (1.05 MI) NORTHEAST ALONG
 LR0675'INTERSTATE 80, 0.63 KM (0.4 MI) SOUTHWEST OF MILEPOST 182, 40.2 METERS
 LR0675'(132 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE, 35.3 METERS
 LR0675'(116 FT) SOUTHWEST OF THE SOUTHWEST END OF A WOODEN BRACE IN THE RIGHT
 LR0675'OF WAY FENCE AND 0.3 METER (1 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 LR0675'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 LR0675'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0341 ***********************************************************************
 GR0341  DESIGNATION -  35 B
 GR0341  PID         -  GR0341
 GR0341  STATE/COUNTY-  NV/CLARK
 GR0341  USGS QUAD   -  GARRETT BUTTE (1984)
 GR0341
 GR0341                         *CURRENT SURVEY CONTROL
 GR0341  ___________________________________________________________________
 GR0341* NAD 83(1986)-  36 13 33.     (N)    114 15 24.     (W)     SCALED    
 GR0341* NAVD 88     -       943.194  (meters)    3094.46   (feet)  POSTED    
 GR0341  ___________________________________________________________________
 GR0341  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GR0341  DYNAMIC HT  -         942.220 (meters)    3091.27  (feet)  COMP
 GR0341  MODELED GRAV-     979,564.1   (mgal)                       NAVD 88
 GR0341
 GR0341  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0341
 GR0341.The horizontal coordinates were scaled from a topographic map and have
 GR0341.an estimated accuracy of +/- 6 seconds.
 GR0341
 GR0341.The orthometric height was determined by differential leveling
 GR0341.and adjusted by the National Geodetic Survey in 1992..
 GR0341.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0341.rate of 0.0 thru 1.0 mm/km.
 GR0341
 GR0341.The geoid height was determined by GEOID03.
 GR0341
 GR0341.The dynamic height is computed by dividing the NAVD 88
 GR0341.geopotential number by the normal gravity value computed on the
 GR0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0341.degrees latitude (g = 980.6199 gals.).
 GR0341
 GR0341.The modeled gravity was interpolated from observed gravity values.
 GR0341
 GR0341;                    North         East    Units  Estimated Accuracy
 GR0341;SPC NV E     - 8,164,540.      319,270.      MT  (+/- 180 meters Scaled)
 GR0341
 GR0341                          SUPERSEDED SURVEY CONTROL
 GR0341
 GR0341  NGVD 29 (??/??/92)  942.475  (m)         3092.10   (f) ADJ UNCH    1 1
 GR0341
 GR0341.Superseded values are not recommended for survey control.
 GR0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0341.See file dsdata.txt to determine how the superseded data were derived.
 GR0341
 GR0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA465124(NAD 83)
 GR0341_MARKER: DD = SURVEY DISK
 GR0341_SETTING: 80 = SET IN A BOULDER
 GR0341_SP_SET: BOULDER
 GR0341_STAMPING: B 3091 1920 35
 GR0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0341+STABILITY: SURFACE MOTION
 GR0341
 GR0341  HISTORY     - Date     Condition        Report By
 GR0341  HISTORY     - 1920     MONUMENTED       USGS
 GR0341  HISTORY     - 1950     GOOD             NGS
 GR0341
 GR0341                          STATION DESCRIPTION
 GR0341
 GR0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0341'6.6 MI SW FROM GOLD BUTTE RANCHHOUSE.
 GR0341'6.6 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE GOLD BUTTE RANCHHOUSE,
 GR0341'78 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A PROMINENT RIDGE, IN
 GR0341'THE TOP OF THE EAST ONE OF A GROUP OF SMALL QUARTZ BOULDERS, 17 FEET
 GR0341'SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT HIGHER THAN THE
 GR0341'ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0578 ***********************************************************************
 MU0578  DESIGNATION -  35 BKC
 MU0578  PID         -  MU0578
 MU0578  STATE/COUNTY-  NV/ELKO
 MU0578  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0578
 MU0578                         *CURRENT SURVEY CONTROL
 MU0578  ___________________________________________________________________
 MU0578* NAD 83(1986)-  41 30 42.     (N)    116 41 32.     (W)     SCALED    
 MU0578* NAVD 88     -      1677.910  (meters)    5504.94   (feet)  POSTED    
 MU0578  ___________________________________________________________________
 MU0578  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 MU0578  DYNAMIC HT  -        1676.620 (meters)    5500.71  (feet)  COMP
 MU0578  MODELED GRAV-     979,797.3   (mgal)                       NAVD 88
 MU0578
 MU0578  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0578
 MU0578.The horizontal coordinates were scaled from a topographic map and have
 MU0578.an estimated accuracy of +/- 6 seconds.
 MU0578
 MU0578.The orthometric height was determined by differential leveling
 MU0578.and adjusted by the National Geodetic Survey in 1992..
 MU0578.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0578.rate of 0.0 thru 1.0 mm/km.
 MU0578
 MU0578.The geoid height was determined by GEOID03.
 MU0578
 MU0578.The dynamic height is computed by dividing the NAVD 88
 MU0578.geopotential number by the normal gravity value computed on the
 MU0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0578.degrees latitude (g = 980.6199 gals.).
 MU0578
 MU0578.The modeled gravity was interpolated from observed gravity values.
 MU0578
 MU0578;                    North         East    Units  Estimated Accuracy
 MU0578;SPC NV E     - 8,751,060.      107,440.      MT  (+/- 180 meters Scaled)
 MU0578
 MU0578                          SUPERSEDED SURVEY CONTROL
 MU0578
 MU0578.No superseded survey control is available for this station.
 MU0578
 MU0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF256956(NAD 83)
 MU0578_MARKER: DD = SURVEY DISK
 MU0578_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0578_SP_SET: COPPER-CLAD STEEL ROD
 MU0578_STAMPING: 35 BKC 1973 5501
 MU0578_MARK LOGO: USGS  
 MU0578_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0578+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0578
 MU0578  HISTORY     - Date     Condition        Report By
 MU0578  HISTORY     - 1973     MONUMENTED       USGS
 MU0578
 MU0578                          STATION DESCRIPTION
 MU0578
 MU0578'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0578'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0578'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0578'THENCE 3.3 MILES WEST ALONG ROAD, 9.2 MILES WEST OF WINTERS RANCH
 MU0578'-STONE HOUSE-, 43 FEET SOUTH AND 73 FEET WEST OF THE CROSSROAD
 MU0578'INTERSECTION, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER
 MU0578'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0453 ***********************************************************************
 JP0453  DESIGNATION -  35 DOR
 JP0453  PID         -  JP0453
 JP0453  STATE/COUNTY-  NV/LINCOLN
 JP0453  USGS QUAD   -  SILVER KING MTN SW (1971)
 JP0453
 JP0453                         *CURRENT SURVEY CONTROL
 JP0453  ___________________________________________________________________
 JP0453* NAD 83(1986)-  38 06 37.     (N)    114 56 18.     (W)     SCALED    
 JP0453* NAVD 88     -      1670.460  (meters)    5480.50   (feet)  ADJUSTED  
 JP0453  ___________________________________________________________________
 JP0453  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 JP0453  DYNAMIC HT  -        1668.616 (meters)    5474.45  (feet)  COMP
 JP0453  MODELED GRAV-     979,466.1   (mgal)                       NAVD 88
 JP0453
 JP0453  VERT ORDER  -  SECOND    CLASS 0
 JP0453
 JP0453.The horizontal coordinates were scaled from a topographic map and have
 JP0453.an estimated accuracy of +/- 6 seconds.
 JP0453
 JP0453.The orthometric height was determined by differential leveling
 JP0453.and adjusted by the National Geodetic Survey in June 1991..
 JP0453
 JP0453.The geoid height was determined by GEOID03.
 JP0453
 JP0453.The dynamic height is computed by dividing the NAVD 88
 JP0453.geopotential number by the normal gravity value computed on the
 JP0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0453.degrees latitude (g = 980.6199 gals.).
 JP0453
 JP0453.The modeled gravity was interpolated from observed gravity values.
 JP0453
 JP0453;                    North         East    Units  Estimated Accuracy
 JP0453;SPC NV E     - 8,373,040.      256,560.      MT  (+/- 180 meters Scaled)
 JP0453
 JP0453                          SUPERSEDED SURVEY CONTROL
 JP0453
 JP0453.No superseded survey control is available for this station.
 JP0453
 JP0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC807200(NAD 83)
 JP0453_MARKER: DD = SURVEY DISK
 JP0453_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0453_SP_SET: COPPER-CLAD STEEL ROD
 JP0453_STAMPING: 35 DOR 1968 5477
 JP0453_MARK LOGO: USGS  
 JP0453_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0453+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0453
 JP0453  HISTORY     - Date     Condition        Report By
 JP0453  HISTORY     - 1968     MONUMENTED       USGS
 JP0453
 JP0453                          STATION DESCRIPTION
 JP0453
 JP0453'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0453'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0453'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 22.3 MILES
 JP0453'WEST, AT THE TOP OF A RISE, 55 FEET NORTH AND 3 FEET HIGHER THAN THE
 JP0453'ABOVE ROAD, 30 FEET SOUTHEAST OF A TRACK ROAD, 2 FEET SOUTH OF A
 JP0453'WITNESS SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE
 JP0453'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0543 ***********************************************************************
 JP0543  DESIGNATION -  35 DOR
 JP0543  PID         -  JP0543
 JP0543  STATE/COUNTY-  NV/LINCOLN
 JP0543  USGS QUAD   -  GRASSY MTN (1973)
 JP0543
 JP0543                         *CURRENT SURVEY CONTROL
 JP0543  ___________________________________________________________________
 JP0543* NAD 83(1986)-  38 18 18.     (N)    114 41 17.     (W)     SCALED    
 JP0543* NAVD 88     -      1900.060  (meters)    6233.78   (feet)  ADJUSTED  
 JP0543  ___________________________________________________________________
 JP0543  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 JP0543  DYNAMIC HT  -        1897.944 (meters)    6226.84  (feet)  COMP
 JP0543  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 JP0543
 JP0543  VERT ORDER  -  SECOND    CLASS 0
 JP0543
 JP0543.The horizontal coordinates were scaled from a topographic map and have
 JP0543.an estimated accuracy of +/- 6 seconds.
 JP0543
 JP0543.The orthometric height was determined by differential leveling
 JP0543.and adjusted by the National Geodetic Survey in August 1995..
 JP0543
 JP0543.The geoid height was determined by GEOID03.
 JP0543
 JP0543.The dynamic height is computed by dividing the NAVD 88
 JP0543.geopotential number by the normal gravity value computed on the
 JP0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0543.degrees latitude (g = 980.6199 gals.).
 JP0543
 JP0543.The modeled gravity was interpolated from observed gravity values.
 JP0543
 JP0543;                    North         East    Units  Estimated Accuracy
 JP0543;SPC NV E     - 8,394,830.      278,300.      MT  (+/- 180 meters Scaled)
 JP0543
 JP0543                          SUPERSEDED SURVEY CONTROL
 JP0543
 JP0543.No superseded survey control is available for this station.
 JP0543
 JP0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC021421(NAD 83)
 JP0543_MARKER: DD = SURVEY DISK
 JP0543_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0543_SP_SET: COPPER-CLAD STEEL ROD
 JP0543_STAMPING: 35 DOR 1971 6230
 JP0543_MARK LOGO: USGS  
 JP0543_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0543
 JP0543  HISTORY     - Date     Condition        Report By
 JP0543  HISTORY     - 1971     MONUMENTED       USGS
 JP0543
 JP0543                          STATION DESCRIPTION
 JP0543
 JP0543'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0543'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0543'HIGHWAY 93 TO A T-ROAD WEST, THENCE 4.8 MILES WEST TO A Y-ROAD EAST,
 JP0543'56 FEET NORTHWEST OF A DEPARTMENT OF INTERIOR SIGN THAT READS
 JP0543'DUMPING ALLOWED, 25 FEET NORTHWEST OF AND 2 FEET HIGHER THAN THE
 JP0543'CENTERLINE OF THE ROAD, 23 FEET NORTH OF A DIM T-ROAD NORTHWEST, 2
 JP0543'FEET SOUTHEAST OF A WITNESS POST, A 5/8 INCH COPPER COATED ROD DRIVEN
 JP0543'TO REFUSAL ENCASED IN A DRIANPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0600 ***********************************************************************
 JP0600  DESIGNATION -  35 DOR
 JP0600  PID         -  JP0600
 JP0600  STATE/COUNTY-  NV/WHITE PINE
 JP0600  USGS QUAD   -  PARKER STATION (1969)
 JP0600
 JP0600                         *CURRENT SURVEY CONTROL
 JP0600  ___________________________________________________________________
 JP0600* NAD 83(1986)-  38 42 49.     (N)    114 50 32.     (W)     SCALED    
 JP0600* NAVD 88     -      2031.004  (meters)    6663.39   (feet)  ADJUSTED  
 JP0600  ___________________________________________________________________
 JP0600  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 JP0600  DYNAMIC HT  -        2028.723 (meters)    6655.90  (feet)  COMP
 JP0600  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 JP0600
 JP0600  VERT ORDER  -  SECOND    CLASS 0
 JP0600
 JP0600.The horizontal coordinates were scaled from a topographic map and have
 JP0600.an estimated accuracy of +/- 6 seconds.
 JP0600
 JP0600.The orthometric height was determined by differential leveling
 JP0600.and adjusted by the National Geodetic Survey in August 1995..
 JP0600
 JP0600.The geoid height was determined by GEOID03.
 JP0600
 JP0600.The dynamic height is computed by dividing the NAVD 88
 JP0600.geopotential number by the normal gravity value computed on the
 JP0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0600.degrees latitude (g = 980.6199 gals.).
 JP0600
 JP0600.The modeled gravity was interpolated from observed gravity values.
 JP0600
 JP0600;                    North         East    Units  Estimated Accuracy
 JP0600;SPC NV E     - 8,440,070.      264,450.      MT  (+/- 180 meters Scaled)
 JP0600
 JP0600                          SUPERSEDED SURVEY CONTROL
 JP0600
 JP0600.No superseded survey control is available for this station.
 JP0600
 JP0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC876872(NAD 83)
 JP0600_MARKER: DD = SURVEY DISK
 JP0600_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0600_SP_SET: COPPER-CLAD STEEL ROD
 JP0600_STAMPING: 35 DOR 1973 6659
 JP0600_MARK LOGO: USGS  
 JP0600_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0600
 JP0600  HISTORY     - Date     Condition        Report By
 JP0600  HISTORY     - 1973     MONUMENTED       USGS
 JP0600
 JP0600                          STATION DESCRIPTION
 JP0600
 JP0600'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0600'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0600'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 34.8 MILES
 JP0600'SOUTH TO THE TOP OF A SLIGHT RISE, 120 FEET NORTH OF A FENCE CORNER,
 JP0600'48 FEET NORTHWEST OF A SMALL DRY WASH, 44 FEET NORTHEAST OF THE
 JP0600'CENTERLINE OF THE ROAD,  A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0600'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0564 ***********************************************************************
 MU0564  DESIGNATION -  35 FMK
 MU0564  PID         -  MU0564
 MU0564  STATE/COUNTY-  NV/ELKO
 MU0564  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0564
 MU0564                         *CURRENT SURVEY CONTROL
 MU0564  ___________________________________________________________________
 MU0564* NAD 83(1986)-  41 33 40.     (N)    116 40 20.     (W)     SCALED    
 MU0564* NAVD 88     -      1648.141  (meters)    5407.28   (feet)  POSTED    
 MU0564  ___________________________________________________________________
 MU0564  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 MU0564  DYNAMIC HT  -        1646.890 (meters)    5403.17  (feet)  COMP
 MU0564  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 MU0564
 MU0564  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0564
 MU0564.The horizontal coordinates were scaled from a topographic map and have
 MU0564.an estimated accuracy of +/- 6 seconds.
 MU0564
 MU0564.The orthometric height was determined by differential leveling
 MU0564.and adjusted by the National Geodetic Survey in 1992..
 MU0564.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0564.rate of 1.1 thru 2.0 mm/km.
 MU0564
 MU0564.The geoid height was determined by GEOID03.
 MU0564
 MU0564.The dynamic height is computed by dividing the NAVD 88
 MU0564.geopotential number by the normal gravity value computed on the
 MU0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0564.degrees latitude (g = 980.6199 gals.).
 MU0564
 MU0564.The modeled gravity was interpolated from observed gravity values.
 MU0564
 MU0564;                    North         East    Units  Estimated Accuracy
 MU0564;SPC NV E     - 8,756,530.      109,180.      MT  (+/- 180 meters Scaled)
 MU0564
 MU0564                          SUPERSEDED SURVEY CONTROL
 MU0564
 MU0564.No superseded survey control is available for this station.
 MU0564
 MU0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG273011(NAD 83)
 MU0564_MARKER: DD = SURVEY DISK
 MU0564_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0564_SP_SET: COPPER-CLAD STEEL ROD
 MU0564_STAMPING: 35 FMK 1973 5425
 MU0564_MARK LOGO: USGS  
 MU0564_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0564+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0564
 MU0564  HISTORY     - Date     Condition        Report By
 MU0564  HISTORY     - 1973     MONUMENTED       USGS
 MU0564
 MU0564                          STATION DESCRIPTION
 MU0564
 MU0564'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0564'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0564'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0564'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0564'ALONG ROAD, THENCE 2.0 MILES NORTH-NORTHEAST ALONG TRACK ROAD, 14.0
 MU0564'MILES SOUTH AND 0.8 MILES WEST OF DESERT RANCH, 59 FEET WEST OF THE
 MU0564'CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH
 MU0564'BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0508 ***********************************************************************
 MU0508  DESIGNATION -  35 HEI
 MU0508  PID         -  MU0508
 MU0508  STATE/COUNTY-  NV/HUMBOLDT
 MU0508  USGS QUAD   -  MAHOGANY SPRING (1980)
 MU0508
 MU0508                         *CURRENT SURVEY CONTROL
 MU0508  ___________________________________________________________________
 MU0508* NAD 83(1986)-  41 57 42.     (N)    117 20 24.     (W)     SCALED    
 MU0508* NAVD 88     -      1908.461  (meters)    6261.34   (feet)  POSTED    
 MU0508  ___________________________________________________________________
 MU0508  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 MU0508  DYNAMIC HT  -        1907.010 (meters)    6256.58  (feet)  COMP
 MU0508  MODELED GRAV-     979,792.4   (mgal)                       NAVD 88
 MU0508
 MU0508  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0508
 MU0508.The horizontal coordinates were scaled from a topographic map and have
 MU0508.an estimated accuracy of +/- 6 seconds.
 MU0508
 MU0508.The orthometric height was determined by differential leveling
 MU0508.and adjusted by the National Geodetic Survey in 1992..
 MU0508.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0508.rate of 0.0 thru 1.0 mm/km.
 MU0508
 MU0508.The geoid height was determined by GEOID03.
 MU0508
 MU0508.The dynamic height is computed by dividing the NAVD 88
 MU0508.geopotential number by the normal gravity value computed on the
 MU0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0508.degrees latitude (g = 980.6199 gals.).
 MU0508
 MU0508.The modeled gravity was interpolated from observed gravity values.
 MU0508
 MU0508;                    North         East    Units  Estimated Accuracy
 MU0508;SPC NV W     - 4,801,190.      903,060.      MT  (+/- 180 meters Scaled)
 MU0508
 MU0508                          SUPERSEDED SURVEY CONTROL
 MU0508
 MU0508.No superseded survey control is available for this station.
 MU0508
 MU0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG718455(NAD 83)
 MU0508_MARKER: DD = SURVEY DISK
 MU0508_SETTING: 66 = SET IN ROCK OUTCROP
 MU0508_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0508_STAMPING: 35 HEI 1974 6257
 MU0508_MARK LOGO: USGS  
 MU0508_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0508+STABILITY: POSITION/ELEVATION WELL
 MU0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0508+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0508
 MU0508  HISTORY     - Date     Condition        Report By
 MU0508  HISTORY     - 1974     MONUMENTED       USGS
 MU0508
 MU0508                          STATION DESCRIPTION
 MU0508
 MU0508'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0508'FROM GREELY CROSSING, NEVADA, PROCEED 22.8 MILES NORTH ALONG ROAD, 200
 MU0508'FEET SOUTHWEST OF CROSSROADS, 51 FEET WEST AND 4 FEET LOWER THAN THE
 MU0508'CENTERLINE OF THE ROAD (CAIRN), SET IN A ROCK OUTCROP FLUSH WITH THE
 MU0508'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0511 ***********************************************************************
 LS0511  DESIGNATION -  35 HJH
 LS0511  PID         -  LS0511
 LS0511  STATE/COUNTY-  NV/WASHOE
 LS0511  USGS QUAD   -  PURGATORY PEAK (1990)
 LS0511
 LS0511                         *CURRENT SURVEY CONTROL
 LS0511  ___________________________________________________________________
 LS0511* NAD 83(1986)-  40 15 08.     (N)    119 22 00.     (W)     SCALED    
 LS0511* NAVD 88     -      1182.506  (meters)    3879.61   (feet)  ADJUSTED  
 LS0511  ___________________________________________________________________
 LS0511  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 LS0511  DYNAMIC HT  -        1181.573 (meters)    3876.54  (feet)  COMP
 LS0511  MODELED GRAV-     979,795.6   (mgal)                       NAVD 88
 LS0511
 LS0511  VERT ORDER  -  SECOND    CLASS 0
 LS0511
 LS0511.The horizontal coordinates were scaled from a topographic map and have
 LS0511.an estimated accuracy of +/- 6 seconds.
 LS0511
 LS0511.The orthometric height was determined by differential leveling
 LS0511.and adjusted by the National Geodetic Survey in June 1991..
 LS0511
 LS0511.The geoid height was determined by GEOID03.
 LS0511
 LS0511.The dynamic height is computed by dividing the NAVD 88
 LS0511.geopotential number by the normal gravity value computed on the
 LS0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0511.degrees latitude (g = 980.6199 gals.).
 LS0511
 LS0511.The modeled gravity was interpolated from observed gravity values.
 LS0511
 LS0511;                    North         East    Units  Estimated Accuracy
 LS0511;SPC NV W     - 4,610,910.      733,360.      MT  (+/- 180 meters Scaled)
 LS0511
 LS0511                          SUPERSEDED SURVEY CONTROL
 LS0511
 LS0511  NGVD 29 (??/??/92) 1181.539  (m)         3876.43   (f) ADJ UNCH    2 0
 LS0511
 LS0511.Superseded values are not recommended for survey control.
 LS0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0511.See file dsdata.txt to determine how the superseded data were derived.
 LS0511
 LS0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE987584(NAD 83)
 LS0511_MARKER: DB = BENCH MARK DISK
 LS0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0511_SP_SET: CONCRETE POST
 LS0511_STAMPING: 35 HJH 1962 3876
 LS0511_MARK LOGO: USGS  
 LS0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0511+STABILITY: SURFACE MOTION
 LS0511
 LS0511  HISTORY     - Date     Condition        Report By
 LS0511  HISTORY     - 1962     MONUMENTED       USGS
 LS0511
 LS0511                          STATION DESCRIPTION
 LS0511
 LS0511'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0511'46.2 KM (28.70 MI) SOUTH FROM GERLACH.
 LS0511'28.7 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34 TO A Y - ROAD
 LS0511'NORTHWEST INTERSECTION OF WHICH A LONG BOULDER SETS WEST ABOUT 100
 LS0511'FEET, 45 FEET EAST OF THE INTERSECTION OF CENTERLINES.
 LS0511'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0489 ***********************************************************************
 MV0489  DESIGNATION -  35 LRC
 MV0489  PID         -  MV0489
 MV0489  STATE/COUNTY-  NV/HUMBOLDT
 MV0489  USGS QUAD   -  PIDGEON SPRING (1979)
 MV0489
 MV0489                         *CURRENT SURVEY CONTROL
 MV0489  ___________________________________________________________________
 MV0489* NAD 83(1986)-  41 07 35.     (N)    118 55 24.     (W)     SCALED    
 MV0489* NAVD 88     -      1220.684  (meters)    4004.86   (feet)  ADJUSTED  
 MV0489  ___________________________________________________________________
 MV0489  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 MV0489  DYNAMIC HT  -        1219.791 (meters)    4001.93  (feet)  COMP
 MV0489  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 MV0489
 MV0489  VERT ORDER  -  SECOND    CLASS 0
 MV0489
 MV0489.The horizontal coordinates were scaled from a topographic map and have
 MV0489.an estimated accuracy of +/- 6 seconds.
 MV0489
 MV0489.The orthometric height was determined by differential leveling
 MV0489.and adjusted by the National Geodetic Survey in June 1991..
 MV0489
 MV0489.The geoid height was determined by GEOID03.
 MV0489
 MV0489.The dynamic height is computed by dividing the NAVD 88
 MV0489.geopotential number by the normal gravity value computed on the
 MV0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0489.degrees latitude (g = 980.6199 gals.).
 MV0489
 MV0489.The modeled gravity was interpolated from observed gravity values.
 MV0489
 MV0489;                    North         East    Units  Estimated Accuracy
 MV0489;SPC NV W     - 4,707,740.      771,450.      MT  (+/- 180 meters Scaled)
 MV0489
 MV0489                          SUPERSEDED SURVEY CONTROL
 MV0489
 MV0489.No superseded survey control is available for this station.
 MV0489
 MV0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF385545(NAD 83)
 MV0489_MARKER: DD = SURVEY DISK
 MV0489_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0489_SP_SET: COPPER-CLAD STEEL ROD
 MV0489_STAMPING: 35 LRC 1972 4001
 MV0489_MARK LOGO: USGS  
 MV0489_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0489+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0489
 MV0489  HISTORY     - Date     Condition        Report By
 MV0489  HISTORY     - 1972     MONUMENTED       USGS
 MV0489
 MV0489                          STATION DESCRIPTION
 MV0489
 MV0489'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0489'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0489'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0489'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0489'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 12.7 MILES NORTH
 MV0489'ALONG TRACK ROAD TO A Y-ROAD, 13.9 MILES SOUTH OF PAHUTE MEADOW RANCH,
 MV0489'0.6 MILES SOUTH OF A WINDMILL, 50 FEET SOUTHEAST OF ROAD FORKS AND 30
 MV0489'FEET EAST OF THE CENTERLINE OF THE ROAD, ENCASED IN DRAIN PIPE CASING
 MV0489'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0947 ***********************************************************************
 LR0947  DESIGNATION -  35 O
 LR0947  PID         -  LR0947
 LR0947  STATE/COUNTY-  NV/LANDER
 LR0947  USGS QUAD   -  IZZENHOOD RANCH (1965)
 LR0947
 LR0947                         *CURRENT SURVEY CONTROL
 LR0947  ___________________________________________________________________
 LR0947* NAD 83(1986)-  40 52 59.     (N)    116 55 08.     (W)     SCALED    
 LR0947* NAVD 88     -      1413.951  (meters)    4638.94   (feet)  POSTED    
 LR0947  ___________________________________________________________________
 LR0947  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 LR0947  DYNAMIC HT  -        1412.870 (meters)    4635.39  (feet)  COMP
 LR0947  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 LR0947
 LR0947  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0947
 LR0947.The horizontal coordinates were scaled from a topographic map and have
 LR0947.an estimated accuracy of +/- 6 seconds.
 LR0947
 LR0947.The orthometric height was determined by differential leveling
 LR0947.and adjusted by the National Geodetic Survey in 1992..
 LR0947.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0947.rate of 0.0 thru 1.0 mm/km.
 LR0947
 LR0947.The geoid height was determined by GEOID03.
 LR0947
 LR0947.The dynamic height is computed by dividing the NAVD 88
 LR0947.geopotential number by the normal gravity value computed on the
 LR0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0947.degrees latitude (g = 980.6199 gals.).
 LR0947
 LR0947.The modeled gravity was interpolated from observed gravity values.
 LR0947
 LR0947;                    North         East    Units  Estimated Accuracy
 LR0947;SPC NV C     - 6,680,690.      478,740.      MT  (+/- 180 meters Scaled)
 LR0947
 LR0947                          SUPERSEDED SURVEY CONTROL
 LR0947
 LR0947.No superseded survey control is available for this station.
 LR0947
 LR0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF068257(NAD 83)
 LR0947_MARKER: DD = SURVEY DISK
 LR0947_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LR0947_SP_SET: PREFAB CONC. POST IN EARTH
 LR0947_STAMPING: 35 O 1963
 LR0947_MARK LOGO: USGS  
 LR0947_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0947+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0947
 LR0947  HISTORY     - Date     Condition        Report By
 LR0947  HISTORY     - 1963     MONUMENTED       USGS
 LR0947
 LR0947                          STATION DESCRIPTION
 LR0947
 LR0947'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0947'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0947'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 16.1 MILES NORTHEAST
 LR0947'ALONG ROAD, 0.4 MILES SOUTHEAST AND 2.4 MILES SOUTH OF IZZENHOOD RANCH
 LR0947', 39 FEET EAST OF THE CENTERLINE OF THE ROAD, 8 FEET EAST OF A STEEL
 LR0947'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0673 ***********************************************************************
 GS0673  DESIGNATION -  35 TJS
 GS0673  PID         -  GS0673
 GS0673  STATE/COUNTY-  NV/NYE
 GS0673  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0673
 GS0673                         *CURRENT SURVEY CONTROL
 GS0673  ___________________________________________________________________
 GS0673* NAD 83(1986)-  36 51 25.     (N)    116 28 24.     (W)     SCALED    
 GS0673* NAVD 88     -      1338.550  (meters)    4391.56   (feet)  ADJUSTED  
 GS0673  ___________________________________________________________________
 GS0673  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GS0673  DYNAMIC HT  -        1337.017 (meters)    4386.53  (feet)  COMP
 GS0673  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 GS0673
 GS0673  VERT ORDER  -  FIRST     CLASS I
 GS0673
 GS0673.The horizontal coordinates were scaled from a topographic map and have
 GS0673.an estimated accuracy of +/- 6 seconds.
 GS0673
 GS0673.The orthometric height was determined by differential leveling
 GS0673.and adjusted by the National Geodetic Survey in May 2004..
 GS0673
 GS0673.The geoid height was determined by GEOID03.
 GS0673
 GS0673.The dynamic height is computed by dividing the NAVD 88
 GS0673.geopotential number by the normal gravity value computed on the
 GS0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0673.degrees latitude (g = 980.6199 gals.).
 GS0673
 GS0673.The modeled gravity was interpolated from observed gravity values.
 GS0673
 GS0673;                    North         East    Units  Estimated Accuracy
 GS0673;SPC NV C     - 6,233,770.      517,240.      MT  (+/- 180 meters Scaled)
 GS0673
 GS0673                          SUPERSEDED SURVEY CONTROL
 GS0673
 GS0673  NAVD 88 (??/??/92) 1338.560  (m)         4391.59   (f) UNKNOWN     3 0
 GS0673  NGVD 29 (05/01/91) 1337.590  (m)         4388.41   (f) ADJUSTED    1 1
 GS0673
 GS0673.Superseded values are not recommended for survey control.
 GS0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0673.See file dsdata.txt to determine how the superseded data were derived.
 GS0673
 GS0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA469791(NAD 83)
 GS0673_MARKER: DB = BENCH MARK DISK
 GS0673_SETTING: 66 = SET IN ROCK OUTCROP
 GS0673_SP_SET: BEDROCK
 GS0673_STAMPING: 35 TJS 1983
 GS0673_MARK LOGO: USGS  
 GS0673_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0673+STABILITY: POSITION/ELEVATION WELL
 GS0673
 GS0673  HISTORY     - Date     Condition        Report By
 GS0673  HISTORY     - 1983     MONUMENTED       USGS
 GS0673  HISTORY     - 1986     GOOD             USGS
 GS0673  HISTORY     - 1988     GOOD             USGS
 GS0673  HISTORY     - 19910226 GOOD             USGS
 GS0673  HISTORY     - 19930106 GOOD             USGS
 GS0673  HISTORY     - 19950113 GOOD             USGS
 GS0673
 GS0673                          STATION DESCRIPTION
 GS0673
 GS0673'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0673'48.4 KM (30.10 MI) EAST FROM BEATTY.
 GS0673'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0673'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0673'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0673'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0673'NORTHEASTERLY 6.05 MILES TO AN OLD TRACK ROAD, THENCE NORTHEAST ON
 GS0673'OLD TRACK ROAD 1.25 MILES, 78 FEET WEST OF THE CENTERLINE OF THE
 GS0673'ROAD,18 FEET SOUTH OF A ROCK CAIRN.
 GS0673
 GS0673                          STATION RECOVERY (1986)
 GS0673
 GS0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0673'RECOVERED IN GOOD CONDITION.
 GS0673
 GS0673                          STATION RECOVERY (1988)
 GS0673
 GS0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0673'RECOVERED IN GOOD CONDITION.
 GS0673
 GS0673                          STATION RECOVERY (1991)
 GS0673
 GS0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0673'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0673'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0673'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0673'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0673'NORTHEASTERLY 6.05 MILES TO AN OLD TRACK ROAD, THENCE NORTHEAST ON
 GS0673'OLD TRACK ROAD 1.25 MILES, 78 FEET WEST OF THE CENTERLINE OF THE
 GS0673'ROAD, 18 FEET SOUTH OF A ROCK CAIRN.
 GS0673
 GS0673                          STATION RECOVERY (1993)
 GS0673
 GS0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0673'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0673'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0673'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0673'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0673'BEND IN THE ROAD, PROCEED NORTHEASTERLY 6.05 MILES (9.74 KM) TO AN
 GS0673'OLD TRACK ROAD, THENCE NORTHEAST ON OLD TRACK ROAD 1.25 MILES
 GS0673'(2.01 KM), 78 FEET (23.8 M) WEST OF THE CENTERLINE OF THE ROAD, 18
 GS0673'FEET (5.5 M) SOUTH OF A ROCK CAIRN.
 GS0673
 GS0673                          STATION RECOVERY (1995)
 GS0673
 GS0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0673'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0267 ***********************************************************************
 KR0267  DESIGNATION -  35.18
 KR0267  PID         -  KR0267
 KR0267  STATE/COUNTY-  NV/CHURCHILL
 KR0267  USGS QUAD   -  FALLON (1985)
 KR0267
 KR0267                         *CURRENT SURVEY CONTROL
 KR0267  ___________________________________________________________________
 KR0267* NAD 83(1986)-  39 28 45.     (N)    118 46 39.     (W)     SCALED    
 KR0267* NAVD 88     -      1207.839  (meters)    3962.72   (feet)  ADJUSTED  
 KR0267  ___________________________________________________________________
 KR0267  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 KR0267  DYNAMIC HT  -        1206.802 (meters)    3959.32  (feet)  COMP
 KR0267  MODELED GRAV-     979,726.4   (mgal)                       NAVD 88
 KR0267
 KR0267  VERT ORDER  -  FIRST     CLASS II
 KR0267
 KR0267.The horizontal coordinates were scaled from a topographic map and have
 KR0267.an estimated accuracy of +/- 6 seconds.
 KR0267
 KR0267.The orthometric height was determined by differential leveling
 KR0267.and adjusted by the National Geodetic Survey in June 1991..
 KR0267
 KR0267.The geoid height was determined by GEOID03.
 KR0267
 KR0267.The dynamic height is computed by dividing the NAVD 88
 KR0267.geopotential number by the normal gravity value computed on the
 KR0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0267.degrees latitude (g = 980.6199 gals.).
 KR0267
 KR0267.The modeled gravity was interpolated from observed gravity values.
 KR0267
 KR0267;                    North         East    Units  Estimated Accuracy
 KR0267;SPC NV W     - 4,524,810.      783,300.      MT  (+/- 180 meters Scaled)
 KR0267
 KR0267                          SUPERSEDED SURVEY CONTROL
 KR0267
 KR0267  NGVD 29 (??/??/92) 1206.881  (m)         3959.58   (f) ADJ UNCH    1 2
 KR0267
 KR0267.Superseded values are not recommended for survey control.
 KR0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0267.See file dsdata.txt to determine how the superseded data were derived.
 KR0267
 KR0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD471714(NAD 83)
 KR0267_MARKER: DD = SURVEY DISK
 KR0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0267_STAMPING: 35.18 0-10+00.00 5-6-58
 KR0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0267+STABILITY: SURFACE MOTION
 KR0267
 KR0267  HISTORY     - Date     Condition        Report By
 KR0267  HISTORY     - 1958     MONUMENTED       NVDH
 KR0267  HISTORY     - 1967     GOOD             NGS
 KR0267  HISTORY     - 20051009 GOOD             GEOCAC
 KR0267
 KR0267                          STATION DESCRIPTION
 KR0267
 KR0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0267'0.2 MI N FROM FALLON.
 KR0267'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 95 ALTERNATE AND 50, WHICH IS
 KR0267'WILLIAMS AVENUE, FROM THE CITY HALL AT FALLON, THENCE 0.15 MILE NORTH
 KR0267'ALONG U.S. HIGHWAY 95, WHICH IS MAIN STREET, IN SECTION 30, T 19 N, R
 KR0267'29 E, 63 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 KR0267'HIGHWAY, WHICH IS MAIN STREET AND WEST B STREET, 35 1/2 FEET WEST OF
 KR0267'THE CENTER LINE OF THE HIGHWAY, 51 1/2 FEET NORTH OF THE CENTER LINE
 KR0267'OF WEST B STREET, 19 FEET NORTH OF STREET LIGHT POLE NUMBER M 34, 1.8
 KR0267'FEET WEST OF THE WEST CURB OF THE HIGHWAY, ABOUT LEVEL WITH THE
 KR0267'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 KR0267'INCHES.
 KR0267
 KR0267                          STATION RECOVERY (2005)
 KR0267
 KR0267'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR0267'SE CORNER OF VACANT LOT ACROSS FROM I.H.KENT LUMBER OFFICE, 7.8M
 KR0267'(25.8FT) SOUTH OF GREEN CITY LIGHT POLE M-34.  OBSERVED GPSR
 KR0267'COORDINATES N39 28 39.54, W118 46 37.80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0291 ***********************************************************************
 GS0291  DESIGNATION -  3560
 GS0291  PID         -  GS0291
 GS0291  STATE/COUNTY-  NV/NYE
 GS0291  USGS QUAD   -  DAYLIGHT PASS (1988)
 GS0291
 GS0291                         *CURRENT SURVEY CONTROL
 GS0291  ___________________________________________________________________
 GS0291* NAD 83(1986)-  36 50 17.     (N)    116 52 49.     (W)     SCALED    
 GS0291* NAVD 88     -      1088.597  (meters)    3571.51   (feet)  ADJUSTED  
 GS0291  ___________________________________________________________________
 GS0291  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 GS0291  DYNAMIC HT  -        1087.460 (meters)    3567.78  (feet)  COMP
 GS0291  MODELED GRAV-     979,549.6   (mgal)                       NAVD 88
 GS0291
 GS0291  VERT ORDER  -  FIRST     CLASS II
 GS0291
 GS0291.The horizontal coordinates were scaled from a topographic map and have
 GS0291.an estimated accuracy of +/- 6 seconds.
 GS0291
 GS0291.The orthometric height was determined by differential leveling
 GS0291.and adjusted by the National Geodetic Survey in June 1991..
 GS0291
 GS0291.The geoid height was determined by GEOID03.
 GS0291
 GS0291.The dynamic height is computed by dividing the NAVD 88
 GS0291.geopotential number by the normal gravity value computed on the
 GS0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0291.degrees latitude (g = 980.6199 gals.).
 GS0291
 GS0291.The modeled gravity was interpolated from observed gravity values.
 GS0291
 GS0291;                    North         East    Units  Estimated Accuracy
 GS0291;SPC NV C     - 6,231,680.      480,950.      MT  (+/- 180 meters Scaled)
 GS0291
 GS0291                          SUPERSEDED SURVEY CONTROL
 GS0291
 GS0291  NGVD 29 (05/01/91) 1087.668  (m)         3568.46   (f) ADJUSTED    1 2
 GS0291
 GS0291.Superseded values are not recommended for survey control.
 GS0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0291.See file dsdata.txt to determine how the superseded data were derived.
 GS0291
 GS0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA106769(NAD 83)
 GS0291_MARKER: P = PIPE CAP
 GS0291_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0291_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0291_STAMPING: 3568.457 B 83 1907
 GS0291_MARK LOGO: USGS  
 GS0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0291
 GS0291  HISTORY     - Date     Condition        Report By
 GS0291  HISTORY     - 1907     MONUMENTED       USGS
 GS0291  HISTORY     - 1949     GOOD             NGS
 GS0291  HISTORY     - 1983     GOOD             NGS
 GS0291
 GS0291                          STATION DESCRIPTION
 GS0291
 GS0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GS0291'4.6 MI SW FROM BULLFROG.
 GS0291'4.6 MILES SOUTHWEST ALONG THE DEATH VALLEY ROAD FROM BULLFROG,
 GS0291'NYE COUNTY, AND 18 FEET SOUTH OF THE ROAD.  A UNITED STATES
 GS0291'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3568.457 B 83 1907 AND
 GS0291'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 GS0291
 GS0291                          STATION RECOVERY (1983)
 GS0291
 GS0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0291'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.1 KM
 GS0291'(8.8 MI) SOUTHWEST ALONG STATE HIGHWAY 374 FROM ITS JUNCTION WITH US
 GS0291'HIGHWAY 95 IN BEATTY, THENCE 0.75 KM (0.45 MI) NORTH ALONG A DIRT
 GS0291'ROAD, THENCE 0.15 KM (0.1 MI) SOUTHWEST ALONG OLD DEATH VALLEY ROAD,
 GS0291'ON THE DEATH VALLEY NATIONAL PARK BOUNDARY.  MARK IS A STANDARD USGS
 GS0291'CAP RIVETED TO A 3-1/2 INCH IRON PIPE ENCASED IN CONCRETE.  4.5 METERS
 GS0291'(15 FT) SOUTHEAST OF THE CENTER OF THE ROAD AND 19.8 METERS (65 FT)
 GS0291'NORTH OF A NATIONAL PARK SERVICE SURVEY MONUMENT.  A SHALLOW-SET PIPE
 GS0291'PROJECTING 40 CM.
 GS0291'THE MARK IS 2.9 METERS  S FROM A WITNESS POST.
 GS0291'THE MARK IS 0.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0294 ***********************************************************************
 GS0294  DESIGNATION -  3575
 GS0294  PID         -  GS0294
 GS0294  STATE/COUNTY-  NV/NYE
 GS0294  USGS QUAD   -  BEATTY (1987)
 GS0294
 GS0294                         *CURRENT SURVEY CONTROL
 GS0294  ___________________________________________________________________
 GS0294* NAD 83(1986)-  36 53 34.     (N)    116 49 38.     (W)     SCALED    
 GS0294* NAVD 88     -      1088.960  (meters)    3572.70   (feet)  ADJUSTED  
 GS0294  ___________________________________________________________________
 GS0294  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 GS0294  DYNAMIC HT  -        1087.818 (meters)    3568.95  (feet)  COMP
 GS0294  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 GS0294
 GS0294  VERT ORDER  -  FIRST     CLASS II
 GS0294
 GS0294.The horizontal coordinates were scaled from a topographic map and have
 GS0294.an estimated accuracy of +/- 6 seconds.
 GS0294
 GS0294.The orthometric height was determined by differential leveling
 GS0294.and adjusted by the National Geodetic Survey in June 1991..
 GS0294
 GS0294.The geoid height was determined by GEOID03.
 GS0294
 GS0294.The dynamic height is computed by dividing the NAVD 88
 GS0294.geopotential number by the normal gravity value computed on the
 GS0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0294.degrees latitude (g = 980.6199 gals.).
 GS0294
 GS0294.The modeled gravity was interpolated from observed gravity values.
 GS0294
 GS0294;                    North         East    Units  Estimated Accuracy
 GS0294;SPC NV C     - 6,237,740.      485,690.      MT  (+/- 180 meters Scaled)
 GS0294
 GS0294                          SUPERSEDED SURVEY CONTROL
 GS0294
 GS0294  NGVD 29 (??/??/??) 1088.034  (m)         3569.66   (f) ADJUSTED    1 2
 GS0294
 GS0294.Superseded values are not recommended for survey control.
 GS0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0294.See file dsdata.txt to determine how the superseded data were derived.
 GS0294
 GS0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA153829(NAD 83)
 GS0294_MARKER: P = PIPE CAP
 GS0294_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0294_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0294_STAMPING: 3569.658 B 100
 GS0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0294
 GS0294  HISTORY     - Date     Condition        Report By
 GS0294  HISTORY     - UNK      MONUMENTED       USGS
 GS0294  HISTORY     - 1934     GOOD             NGS
 GS0294
 GS0294                          STATION DESCRIPTION
 GS0294
 GS0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GS0294'AT BULLFROG.
 GS0294'AT BULLFROG, NYE COUNTY, ABOUT 1000 FEET SOUTHEAST OF A CURIO
 GS0294'SHOP AND SERVICE STATION, AND AT THE SOUTHEAST CORNER OF THE
 GS0294'REMAINS OF AN OLD ADOBE BUILDING.  A UNITED STATES GEOLOGICAL
 GS0294'SURVEY STANDARD CAP, STAMPED 3569.658 B 100 AND RIVETED ON THE
 GS0294'TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0267 ***********************************************************************
 JR0267  DESIGNATION -  36
 JR0267  PID         -  JR0267
 JR0267  STATE/COUNTY-  NV/MINERAL
 JR0267  USGS QUAD   -  TEELS MARSH (1967)
 JR0267
 JR0267                         *CURRENT SURVEY CONTROL
 JR0267  ___________________________________________________________________
 JR0267* NAD 83(1986)-  38 07 57.     (N)    118 15 04.     (W)     SCALED    
 JR0267* NAVD 88     -      1720.590  (meters)    5644.97   (feet)  ADJUSTED  
 JR0267  ___________________________________________________________________
 JR0267  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 JR0267  DYNAMIC HT  -        1718.677 (meters)    5638.69  (feet)  COMP
 JR0267  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 JR0267
 JR0267  VERT ORDER  -  FIRST     CLASS II
 JR0267
 JR0267.The horizontal coordinates were scaled from a topographic map and have
 JR0267.an estimated accuracy of +/- 6 seconds.
 JR0267
 JR0267.The orthometric height was determined by differential leveling
 JR0267.and adjusted by the National Geodetic Survey in June 1991..
 JR0267
 JR0267.The geoid height was determined by GEOID03.
 JR0267
 JR0267.The dynamic height is computed by dividing the NAVD 88
 JR0267.geopotential number by the normal gravity value computed on the
 JR0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0267.degrees latitude (g = 980.6199 gals.).
 JR0267
 JR0267.The modeled gravity was interpolated from observed gravity values.
 JR0267
 JR0267;                    North         East    Units  Estimated Accuracy
 JR0267;SPC NV W     - 4,375,360.      829,120.      MT  (+/- 180 meters Scaled)
 JR0267
 JR0267                          SUPERSEDED SURVEY CONTROL
 JR0267
 JR0267  NGVD 29 (??/??/92) 1719.334  (m)         5640.85   (f) ADJ UNCH    1 2
 JR0267
 JR0267.Superseded values are not recommended for survey control.
 JR0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0267.See file dsdata.txt to determine how the superseded data were derived.
 JR0267
 JR0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC903212(NAD 83)
 JR0267_MARKER: DD = SURVEY DISK
 JR0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0267_STAMPING: 36 S 662-1 M1-10
 JR0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0267+STABILITY: SURFACE MOTION
 JR0267
 JR0267  HISTORY     - Date     Condition        Report By
 JR0267  HISTORY     - UNK      MONUMENTED       NVDH
 JR0267  HISTORY     - 1955     GOOD             NGS
 JR0267  HISTORY     - 19840420 MARK NOT FOUND   USPSQD
 JR0267  HISTORY     - 1986     MARK NOT FOUND   NGS
 JR0267
 JR0267                          STATION DESCRIPTION
 JR0267
 JR0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0267'9.7 MI N FROM BASALT.
 JR0267'9.7 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 JR0267'U.S. HIGHWAY 6 AT BASALT, 0.1 MILE NORTHEAST OF THE INTERSECTION
 JR0267'OF A NORTH-SOUTH GRADED ROAD, 63.7 FEET SOUTHWEST OF THE CENTER
 JR0267'OF THE NORTHWEST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT,
 JR0267'26.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET
 JR0267'SOUTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 JR0267'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 JR0267'FOOT ABOVE THE GROUND.
 JR0267
 JR0267                          STATION RECOVERY (1984)
 JR0267
 JR0267'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEB)
 JR0267'MARK NOT FOUND.
 JR0267
 JR0267                          STATION RECOVERY (1986)
 JR0267
 JR0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0267'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0676 ***********************************************************************
 LR0676  DESIGNATION -  36
 LR0676  PID         -  LR0676
 LR0676  STATE/COUNTY-  NV/HUMBOLDT
 LR0676  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0676
 LR0676                         *CURRENT SURVEY CONTROL
 LR0676  ___________________________________________________________________
 LR0676* NAD 83(1986)-  40 59 42.     (N)    117 40 06.     (W)     SCALED    
 LR0676* NAVD 88     -      1381.718  (meters)    4533.19   (feet)  ADJUSTED  
 LR0676  ___________________________________________________________________
 LR0676  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 LR0676  DYNAMIC HT  -        1380.666 (meters)    4529.73  (feet)  COMP
 LR0676  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 LR0676
 LR0676  VERT ORDER  -  FIRST     CLASS II
 LR0676
 LR0676.The horizontal coordinates were scaled from a topographic map and have
 LR0676.an estimated accuracy of +/- 6 seconds.
 LR0676
 LR0676.The orthometric height was determined by differential leveling
 LR0676.and adjusted by the National Geodetic Survey in June 1991..
 LR0676
 LR0676.The geoid height was determined by GEOID03.
 LR0676
 LR0676.The dynamic height is computed by dividing the NAVD 88
 LR0676.geopotential number by the normal gravity value computed on the
 LR0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0676.degrees latitude (g = 980.6199 gals.).
 LR0676
 LR0676.The modeled gravity was interpolated from observed gravity values.
 LR0676
 LR0676;                    North         East    Units  Estimated Accuracy
 LR0676;SPC NV W     - 4,693,490.      876,980.      MT  (+/- 180 meters Scaled)
 LR0676
 LR0676                          SUPERSEDED SURVEY CONTROL
 LR0676
 LR0676  NGVD 29 (??/??/92) 1380.667  (m)         4529.74   (f) ADJ UNCH    1 2
 LR0676
 LR0676.Superseded values are not recommended for survey control.
 LR0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0676.See file dsdata.txt to determine how the superseded data were derived.
 LR0676
 LR0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF437384(NAD 83)
 LR0676_MARKER: DD = SURVEY DISK
 LR0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0676_STAMPING: BM I-001-3 (2) 36
 LR0676_MARK LOGO: NVDH  
 LR0676_PROJECTION: PROJECTING 3 CENTIMETERS
 LR0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0676+STABILITY: SURFACE MOTION
 LR0676
 LR0676  HISTORY     - Date     Condition        Report By
 LR0676  HISTORY     - UNK      MONUMENTED       NVDH
 LR0676  HISTORY     - 1958     GOOD             NGS
 LR0676  HISTORY     - 1984     GOOD             NGS
 LR0676
 LR0676                          STATION DESCRIPTION
 LR0676
 LR0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0676'3.65 MI NE FROM WINNEMUCCA.
 LR0676'3.65 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 LR0676'U.S. 40 AND BRIDGE STREET AT WINNEMUCCA, 293.0 FEET SOUTHEAST OF THE
 LR0676'CENTERLINE OF HIGHWAY, 192.0 FEET SOUTHEAST OF FENCE LINE, 4.0 FEET
 LR0676'NORTHWEST OF A METAL WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH
 LR0676'WITH THE GROUND SURFACE.
 LR0676
 LR0676                          STATION RECOVERY (1984)
 LR0676
 LR0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0676'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.35 KM
 LR0676'(2.7 MI) NORTHEAST ALONG STATE HIGHWAY 289 FROM THE THE JUNCTION OF US
 LR0676'HIGHWAY 95 AT WINNEMUCCA, THENCE 2.4 KM (1.5 MI) NORTHEAST ALONG
 LR0676'INTERSTATE 80, 0.1 KM (0.05 MI) NORTHEAST OF MILEPOST 182, 46.5 METERS
 LR0676'(152.5 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE, 55.1 METERS
 LR0676'(181 FT) WEST OF THE WEST END OF A TRIPLE WOODEN POST BRACE IN THE
 LR0676'RIGHT OF WAY FENCE, 42.0 METERS (138 FT) NORTHWEST OF THE RIGHT OF WAY
 LR0676'FENCE AND 3.5 METERS (11.5 FT) NORTH OF THE CENTER OF A DRAINAGE
 LR0676'DITCH.
 LR0676'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 LR0676'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0345 ***********************************************************************
 GR0345  DESIGNATION -  36 B
 GR0345  PID         -  GR0345
 GR0345  STATE/COUNTY-  NV/CLARK
 GR0345  USGS QUAD   -  GOLD BUTTE (1984)
 GR0345
 GR0345                         *CURRENT SURVEY CONTROL
 GR0345  ___________________________________________________________________
 GR0345* NAD 83(1986)-  36 15 21.     (N)    114 14 36.     (W)     SCALED    
 GR0345* NAVD 88     -      1035.614  (meters)    3397.68   (feet)  POSTED    
 GR0345  ___________________________________________________________________
 GR0345  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 GR0345  DYNAMIC HT  -        1034.530 (meters)    3394.12  (feet)  COMP
 GR0345  MODELED GRAV-     979,552.6   (mgal)                       NAVD 88
 GR0345
 GR0345  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0345
 GR0345.The horizontal coordinates were scaled from a topographic map and have
 GR0345.an estimated accuracy of +/- 6 seconds.
 GR0345
 GR0345.The orthometric height was determined by differential leveling
 GR0345.and adjusted by the National Geodetic Survey in 1992..
 GR0345.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0345.rate of 0.0 thru 1.0 mm/km.
 GR0345
 GR0345.The geoid height was determined by GEOID03.
 GR0345
 GR0345.The dynamic height is computed by dividing the NAVD 88
 GR0345.geopotential number by the normal gravity value computed on the
 GR0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0345.degrees latitude (g = 980.6199 gals.).
 GR0345
 GR0345.The modeled gravity was interpolated from observed gravity values.
 GR0345
 GR0345;                    North         East    Units  Estimated Accuracy
 GR0345;SPC NV E     - 8,167,890.      320,420.      MT  (+/- 180 meters Scaled)
 GR0345
 GR0345                          SUPERSEDED SURVEY CONTROL
 GR0345
 GR0345  NGVD 29 (??/??/92) 1034.890  (m)         3395.30   (f) ADJ UNCH    1 1
 GR0345
 GR0345.Superseded values are not recommended for survey control.
 GR0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0345.See file dsdata.txt to determine how the superseded data were derived.
 GR0345
 GR0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA476158(NAD 83)
 GR0345_MARKER: DD = SURVEY DISK
 GR0345_SETTING: 66 = SET IN ROCK OUTCROP
 GR0345_SP_SET: GRANITE OUTCROP
 GR0345_STAMPING: B 3395 1920 36
 GR0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0345+STABILITY: POSITION/ELEVATION WELL
 GR0345
 GR0345  HISTORY     - Date     Condition        Report By
 GR0345  HISTORY     - 1920     MONUMENTED       USGS
 GR0345  HISTORY     - 1950     GOOD             NGS
 GR0345
 GR0345                          STATION DESCRIPTION
 GR0345
 GR0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0345'3.2 MI SW FROM GOLD BUTTE RANCHHOUSE.
 GR0345'3.2 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE GOLD BUTTE RANCHHOUSE,
 GR0345'0.1 MILE NORTHEAST OF THE JUNCTION OF AN OLD ABANDONED ROAD LEADING
 GR0345'SOUTH, 160 YARDS SOUTHWEST OF THE SUMMIT OF A GRADE, 64 FEET SOUTHEAST
 GR0345'OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A GRANITE OUTCROP, ABOUT
 GR0345'12 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS
 GR0345'BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0579 ***********************************************************************
 MU0579  DESIGNATION -  36 BKC
 MU0579  PID         -  MU0579
 MU0579  STATE/COUNTY-  NV/ELKO
 MU0579  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0579
 MU0579                         *CURRENT SURVEY CONTROL
 MU0579  ___________________________________________________________________
 MU0579* NAD 83(1986)-  41 30 41.     (N)    116 42 36.     (W)     SCALED    
 MU0579* NAVD 88     -      1673.401  (meters)    5490.15   (feet)  POSTED    
 MU0579  ___________________________________________________________________
 MU0579  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 MU0579  DYNAMIC HT  -        1672.120 (meters)    5485.95  (feet)  COMP
 MU0579  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 MU0579
 MU0579  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0579
 MU0579.The horizontal coordinates were scaled from a topographic map and have
 MU0579.an estimated accuracy of +/- 6 seconds.
 MU0579
 MU0579.The orthometric height was determined by differential leveling
 MU0579.and adjusted by the National Geodetic Survey in 1992..
 MU0579.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0579.rate of 0.0 thru 1.0 mm/km.
 MU0579
 MU0579.The geoid height was determined by GEOID03.
 MU0579
 MU0579.The dynamic height is computed by dividing the NAVD 88
 MU0579.geopotential number by the normal gravity value computed on the
 MU0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0579.degrees latitude (g = 980.6199 gals.).
 MU0579
 MU0579.The modeled gravity was interpolated from observed gravity values.
 MU0579
 MU0579;                    North         East    Units  Estimated Accuracy
 MU0579;SPC NV E     - 8,751,050.      105,950.      MT  (+/- 180 meters Scaled)
 MU0579
 MU0579                          SUPERSEDED SURVEY CONTROL
 MU0579
 MU0579.No superseded survey control is available for this station.
 MU0579
 MU0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF242955(NAD 83)
 MU0579_MARKER: DD = SURVEY DISK
 MU0579_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0579_SP_SET: COPPER-CLAD STEEL ROD
 MU0579_STAMPING: 36 BKC 1973 5486
 MU0579_MARK LOGO: USGS  
 MU0579_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0579+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0579
 MU0579  HISTORY     - Date     Condition        Report By
 MU0579  HISTORY     - 1973     MONUMENTED       USGS
 MU0579
 MU0579                          STATION DESCRIPTION
 MU0579
 MU0579'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0579'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0579'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0579'THENCE 4.3 MILES WEST ALONG ROAD, 10.2 MILES WEST OF WINTERS RANCH
 MU0579'-STONE HOUSE-, 35 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT
 MU0579'SOUTH OF A WITNESS POST, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH
 MU0579'BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3452 ***********************************************************************
 AA3452  FBN         -  This is a Federal Base Network Control Station.
 AA3452  DESIGNATION -  36 C
 AA3452  PID         -  AA3452
 AA3452  STATE/COUNTY-  NV/ELKO
 AA3452  USGS QUAD   -  DELAWARE CREEK (1986)
 AA3452
 AA3452                         *CURRENT SURVEY CONTROL
 AA3452  ___________________________________________________________________
 AA3452* NAD 83(1999)-  41 30 39.77190(N)    115 49 54.46179(W)     ADJUSTED  
 AA3452* NAVD 88     -      1924.8    (meters)    6315.     (feet)  GPS OBS   
 AA3452  ___________________________________________________________________
 AA3452  EPOCH DATE  -        1999.37
 AA3452  X           -  -2,084,794.028 (meters)                     COMP
 AA3452  Y           -  -4,306,503.150 (meters)                     COMP
 AA3452  Z           -   4,206,355.573 (meters)                     COMP
 AA3452  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AA3452  ELLIP HEIGHT-        1907.80  (meters)          (05/16/00) GPS OBS
 AA3452  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 AA3452
 AA3452  HORZ ORDER  -  A
 AA3452  ELLP ORDER  -  FOURTH    CLASS I
 AA3452
 AA3452.The horizontal coordinates were established by GPS observations
 AA3452.and adjusted by the National Geodetic Survey in May 2000..
 AA3452.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3452.DATUM ITEM on the data sheet items page.
 AA3452.The horizontal coordinates are valid at the epoch date displayed above.
 AA3452.The epoch date for horizontal control is a decimal equivalence
 AA3452.of Year/Month/Day.
 AA3452
 AA3452.The orthometric height was determined by GPS observations and a
 AA3452.high-resolution geoid model.
 AA3452
 AA3452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3452
 AA3452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3452
 AA3452.The ellipsoidal height was determined by GPS observations
 AA3452.and is referenced to NAD 83.
 AA3452
 AA3452.The geoid height was determined by GEOID03.
 AA3452
 AA3452;                    North         East     Units Scale Factor Converg.
 AA3452;SPC NV E     - 8,750,426.095   179,260.000   MT  0.99990529   -0 09 52.8
 AA3452;SPC NV E     -28,708,689.61    588,122.18   sFT  0.99990529   -0 09 52.8
 AA3452;UTM  11      - 4,596,149.453   597,485.893   MT  0.99971695   +0 46 27.5
 AA3452
 AA3452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3452!SPC NV E     -   0.99970085  x   0.99990529  =   0.99960617
 AA3452!UTM  11      -   0.99970085  x   0.99971695  =   0.99941788
 AA3452
 AA3452                          SUPERSEDED SURVEY CONTROL
 AA3452
 AA3452  NAD 83(1994)-  41 30 39.77078(N)    115 49 54.45937(W) AD(       ) B
 AA3452  ELLIP H (03/30/95) 1907.88   (m)                       GP(       ) 4 1
 AA3452
 AA3452.Superseded values are not recommended for survey control.
 AA3452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3452.See file dsdata.txt to determine how the superseded data were derived.
 AA3452
 AA3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF9748696149(NAD 83)
 AA3452_MARKER: DB = BENCH MARK DISK
 AA3452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3452_STAMPING: 36 C 6311 1933
 AA3452_MARK LOGO: USGS  
 AA3452_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3452+STABILITY: SURFACE MOTION
 AA3452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3452+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1999
 AA3452
 AA3452  HISTORY     - Date     Condition        Report By
 AA3452  HISTORY     - 1933     MONUMENTED       USGS
 AA3452  HISTORY     - 19940719 GOOD             NGS
 AA3452  HISTORY     - 19990121 GOOD             NGS
 AA3452
 AA3452                          STATION DESCRIPTION
 AA3452
 AA3452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3452'MARK IS LOCATED ABOUT 75 KM (46.60 MI) NORTH OF ELKO, 55 KM (34.15 MI)
 AA3452'SOUTH-SOUTHWEST OF OWYHEE, 3.5 KM (2.15 MI) SOUTH OF THE JUNCTION OF
 AA3452'STATE HIGHWAY 225 AND A GRAVEL ROAD LEADING EAST TO CHARLESTON AND
 AA3452'JARBIDGE, ON A CUTBANK ON THE RIGHT-OF-WAY OF HIGHWAY 225, JUST NORTH
 AA3452'OF MILEPOST 80, ON THE EAST CENTRAL EDGE OF SECTION 25, T 42 N, R 54
 AA3452'E.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE
 AA3452'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY
 AA3452'225 (EXIT 301) AT ELKO, GO NORTH ON HIGHWAY 225 FOR 42.37 KM (26.30
 AA3452'MI) TO ITS JUNCTION WITH STATE HIGHWAY 226 ON THE LEFT AT TUSCARORA
 AA3452'JUNCTION.  CONTINUE NORTH ON HIGHWAY 225 FOR 38.06 KM (23.65 MI) TO A
 AA3452'HIGHWAY MAINTENANCE YARD ON THE RIGHT.  CONTINUE AHEAD FOR 3.05 KM
 AA3452'(1.90 MI) TO A GRAVEL ROAD LEFT LEADING TO THE PX CATTLE COMPANY.
 AA3452'CONTINUE AHEAD FOR 0.43 KM (0.25 MI) TO THE STATION ON THE LEFT.
 AA3452'STATION MARK IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 AA3452'PROJECTING 10 CM ABOVE GROUND.  IT IS 45 M (147.6 FT) NORTH ALONG THE
 AA3452'ROAD FROM MILEPOST 80, 29.5 M (96.8 FT) WEST OF, AND 2.5 M (8.2 FT)
 AA3452'HIGHER THAN THE HIGHWAY CENTER, 0.8 M (2.6 FT) WEST OF A METAL WITNESS
 AA3452'POST, 31.7 M (104.0 FT) EAST OF THE RIGHT-OF-WAY FENCE, AND 10 M (32.8
 AA3452'FT) WEST OF THE CUTBANK EDGE.
 AA3452
 AA3452                          STATION RECOVERY (1999)
 AA3452
 AA3452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA3452'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0454 ***********************************************************************
 JP0454  DESIGNATION -  36 DOR
 JP0454  PID         -  JP0454
 JP0454  STATE/COUNTY-  NV/LINCOLN
 JP0454  USGS QUAD   -  SILVER KING MTN SW (1971)
 JP0454
 JP0454                         *CURRENT SURVEY CONTROL
 JP0454  ___________________________________________________________________
 JP0454* NAD 83(1986)-  38 06 13.     (N)    114 55 18.     (W)     SCALED    
 JP0454* NAVD 88     -      1688.580  (meters)    5539.95   (feet)  ADJUSTED  
 JP0454  ___________________________________________________________________
 JP0454  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 JP0454  DYNAMIC HT  -        1686.732 (meters)    5533.89  (feet)  COMP
 JP0454  MODELED GRAV-     979,475.5   (mgal)                       NAVD 88
 JP0454
 JP0454  VERT ORDER  -  SECOND    CLASS 0
 JP0454
 JP0454.The horizontal coordinates were scaled from a topographic map and have
 JP0454.an estimated accuracy of +/- 6 seconds.
 JP0454
 JP0454.The orthometric height was determined by differential leveling
 JP0454.and adjusted by the National Geodetic Survey in June 1991..
 JP0454
 JP0454.The geoid height was determined by GEOID03.
 JP0454
 JP0454.The dynamic height is computed by dividing the NAVD 88
 JP0454.geopotential number by the normal gravity value computed on the
 JP0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0454.degrees latitude (g = 980.6199 gals.).
 JP0454
 JP0454.The modeled gravity was interpolated from observed gravity values.
 JP0454
 JP0454;                    North         East    Units  Estimated Accuracy
 JP0454;SPC NV E     - 8,372,310.      258,030.      MT  (+/- 180 meters Scaled)
 JP0454
 JP0454                          SUPERSEDED SURVEY CONTROL
 JP0454
 JP0454.No superseded survey control is available for this station.
 JP0454
 JP0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC822193(NAD 83)
 JP0454_MARKER: DD = SURVEY DISK
 JP0454_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0454_SP_SET: COPPER-CLAD STEEL ROD
 JP0454_STAMPING: 36 DOR 1968 5537
 JP0454_MARK LOGO: USGS  
 JP0454_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0454+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0454
 JP0454  HISTORY     - Date     Condition        Report By
 JP0454  HISTORY     - 1968     MONUMENTED       USGS
 JP0454
 JP0454                          STATION DESCRIPTION
 JP0454
 JP0454'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0454'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0454'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 21.2 MILES
 JP0454'WEST, 60 FEET NORTH OF THE ROAD, 2 FEET SOUTH OF A WITNESS SIGN, SET
 JP0454'ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0542 ***********************************************************************
 JP0542  DESIGNATION -  36 DOR
 JP0542  PID         -  JP0542
 JP0542  STATE/COUNTY-  NV/LINCOLN
 JP0542  USGS QUAD   -  GRASSY MTN (1973)
 JP0542
 JP0542                         *CURRENT SURVEY CONTROL
 JP0542  ___________________________________________________________________
 JP0542* NAD 83(1986)-  38 18 45.     (N)    114 40 31.     (W)     SCALED    
 JP0542* NAVD 88     -      1953.918  (meters)    6410.48   (feet)  ADJUSTED  
 JP0542  ___________________________________________________________________
 JP0542  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 JP0542  DYNAMIC HT  -        1951.726 (meters)    6403.29  (feet)  COMP
 JP0542  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 JP0542
 JP0542  VERT ORDER  -  SECOND    CLASS 0
 JP0542
 JP0542.The horizontal coordinates were scaled from a topographic map and have
 JP0542.an estimated accuracy of +/- 6 seconds.
 JP0542
 JP0542.The orthometric height was determined by differential leveling
 JP0542.and adjusted by the National Geodetic Survey in August 1995..
 JP0542
 JP0542.The geoid height was determined by GEOID03.
 JP0542
 JP0542.The dynamic height is computed by dividing the NAVD 88
 JP0542.geopotential number by the normal gravity value computed on the
 JP0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0542.degrees latitude (g = 980.6199 gals.).
 JP0542
 JP0542.The modeled gravity was interpolated from observed gravity values.
 JP0542
 JP0542;                    North         East    Units  Estimated Accuracy
 JP0542;SPC NV E     - 8,395,680.      279,410.      MT  (+/- 180 meters Scaled)
 JP0542
 JP0542                          SUPERSEDED SURVEY CONTROL
 JP0542
 JP0542.No superseded survey control is available for this station.
 JP0542
 JP0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC032430(NAD 83)
 JP0542_MARKER: DD = SURVEY DISK
 JP0542_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0542_SP_SET: COPPER-CLAD STEEL ROD
 JP0542_STAMPING: 36 DOR 1971 6407
 JP0542_MARK LOGO: USGS  
 JP0542_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0542
 JP0542  HISTORY     - Date     Condition        Report By
 JP0542  HISTORY     - 1971     MONUMENTED       USGS
 JP0542
 JP0542                          STATION DESCRIPTION
 JP0542
 JP0542'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0542'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0542'HIGHWAY 93 TO A T-ROAD WEST, THENCE 3.9 MILES WEST, 40 FEET SOUTHEAST
 JP0542'OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, 2 FEET WEST OF
 JP0542'A WITNESS POST, A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED
 JP0542'IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0601 ***********************************************************************
 JP0601  DESIGNATION -  36 DOR
 JP0601  PID         -  JP0601
 JP0601  STATE/COUNTY-  NV/WHITE PINE
 JP0601  USGS QUAD   -  PARKER STATION (1969)
 JP0601
 JP0601                         *CURRENT SURVEY CONTROL
 JP0601  ___________________________________________________________________
 JP0601* NAD 83(1986)-  38 41 49.     (N)    114 50 28.     (W)     SCALED    
 JP0601* NAVD 88     -      2013.293  (meters)    6605.28   (feet)  ADJUSTED  
 JP0601  ___________________________________________________________________
 JP0601  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 JP0601  DYNAMIC HT  -        2011.034 (meters)    6597.87  (feet)  COMP
 JP0601  MODELED GRAV-     979,434.3   (mgal)                       NAVD 88
 JP0601
 JP0601  VERT ORDER  -  SECOND    CLASS 0
 JP0601
 JP0601.The horizontal coordinates were scaled from a topographic map and have
 JP0601.an estimated accuracy of +/- 6 seconds.
 JP0601
 JP0601.The orthometric height was determined by differential leveling
 JP0601.and adjusted by the National Geodetic Survey in August 1995..
 JP0601
 JP0601.The geoid height was determined by GEOID03.
 JP0601
 JP0601.The dynamic height is computed by dividing the NAVD 88
 JP0601.geopotential number by the normal gravity value computed on the
 JP0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0601.degrees latitude (g = 980.6199 gals.).
 JP0601
 JP0601.The modeled gravity was interpolated from observed gravity values.
 JP0601
 JP0601;                    North         East    Units  Estimated Accuracy
 JP0601;SPC NV E     - 8,438,220.      264,560.      MT  (+/- 180 meters Scaled)
 JP0601
 JP0601                          SUPERSEDED SURVEY CONTROL
 JP0601
 JP0601.No superseded survey control is available for this station.
 JP0601
 JP0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC877853(NAD 83)
 JP0601_MARKER: DD = SURVEY DISK
 JP0601_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0601_SP_SET: COPPER-CLAD STEEL ROD
 JP0601_STAMPING: 36 DOR 1973 6601
 JP0601_MARK LOGO: USGS  
 JP0601_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0601
 JP0601  HISTORY     - Date     Condition        Report By
 JP0601  HISTORY     - 1973     MONUMENTED       USGS
 JP0601
 JP0601                          STATION DESCRIPTION
 JP0601
 JP0601'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0601'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0601'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 36.1 MILES
 JP0601'SOUTH TO THE TOP OF A SLIGHT RISE, 0.4 MILE SOUTH OF A T-ROAD WEST TO
 JP0601'A WINDMILL, 90 FEET WEST OF AND 3 FEET LOWER THAN THE CENTERLINE OF
 JP0601'THE ROAD, 30 FEET NORTH OF A SMALL JUNIPER TREE, 0.5 FOOT EAST OF A
 JP0601'FENCE,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED
 JP0601'IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0565 ***********************************************************************
 MU0565  DESIGNATION -  36 FMK
 MU0565  PID         -  MU0565
 MU0565  STATE/COUNTY-  NV/ELKO
 MU0565  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0565
 MU0565                         *CURRENT SURVEY CONTROL
 MU0565  ___________________________________________________________________
 MU0565* NAD 83(1986)-  41 34 28.     (N)    116 39 44.     (W)     SCALED    
 MU0565* NAVD 88     -      1649.723  (meters)    5412.47   (feet)  POSTED    
 MU0565  ___________________________________________________________________
 MU0565  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 MU0565  DYNAMIC HT  -        1648.480 (meters)    5408.39  (feet)  COMP
 MU0565  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 MU0565
 MU0565  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0565
 MU0565.The horizontal coordinates were scaled from a topographic map and have
 MU0565.an estimated accuracy of +/- 6 seconds.
 MU0565
 MU0565.The orthometric height was determined by differential leveling
 MU0565.and adjusted by the National Geodetic Survey in 1992..
 MU0565.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0565.rate of 1.1 thru 2.0 mm/km.
 MU0565
 MU0565.The geoid height was determined by GEOID03.
 MU0565
 MU0565.The dynamic height is computed by dividing the NAVD 88
 MU0565.geopotential number by the normal gravity value computed on the
 MU0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0565.degrees latitude (g = 980.6199 gals.).
 MU0565
 MU0565.The modeled gravity was interpolated from observed gravity values.
 MU0565
 MU0565;                    North         East    Units  Estimated Accuracy
 MU0565;SPC NV E     - 8,758,000.      110,030.      MT  (+/- 180 meters Scaled)
 MU0565
 MU0565                          SUPERSEDED SURVEY CONTROL
 MU0565
 MU0565.No superseded survey control is available for this station.
 MU0565
 MU0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG281025(NAD 83)
 MU0565_MARKER: DD = SURVEY DISK
 MU0565_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0565_SP_SET: COPPER-CLAD STEEL ROD
 MU0565_STAMPING: 36 FMK 1973 5408
 MU0565_MARK LOGO: USGS  
 MU0565_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0565+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0565
 MU0565  HISTORY     - Date     Condition        Report By
 MU0565  HISTORY     - 1973     MONUMENTED       USGS
 MU0565
 MU0565                          STATION DESCRIPTION
 MU0565
 MU0565'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0565'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0565'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0565'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTWEST ALONG
 MU0565'ROAD, THENCE 3.1 MILES NORTH-NORTHEAST ALONG TRACK ROAD, 12.9 MILES
 MU0565'SOUTH AND 0.8 MILES WEST OF DESERT RANCH, 45 FEET WEST OF THE
 MU0565'CENTERLINE OF THE ROAD, 3 FEET EAST OF A WITNESS POST, A COPPER-
 MU0565'COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0510 ***********************************************************************
 MU0510  DESIGNATION -  36 HEI
 MU0510  PID         -  MU0510
 MU0510  STATE/COUNTY-  NV/HUMBOLDT
 MU0510  USGS QUAD   -  MAHOGANY SPRING (1980)
 MU0510
 MU0510                         *CURRENT SURVEY CONTROL
 MU0510  ___________________________________________________________________
 MU0510* NAD 83(1986)-  41 57 57.     (N)    117 19 23.     (W)     SCALED    
 MU0510* NAVD 88     -      1919.550  (meters)    6297.72   (feet)  POSTED    
 MU0510  ___________________________________________________________________
 MU0510  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 MU0510  DYNAMIC HT  -        1918.080 (meters)    6292.90  (feet)  COMP
 MU0510  MODELED GRAV-     979,788.8   (mgal)                       NAVD 88
 MU0510
 MU0510  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0510
 MU0510.The horizontal coordinates were scaled from a topographic map and have
 MU0510.an estimated accuracy of +/- 6 seconds.
 MU0510
 MU0510.The orthometric height was determined by differential leveling
 MU0510.and adjusted by the National Geodetic Survey in 1992..
 MU0510.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0510.rate of 0.0 thru 1.0 mm/km.
 MU0510
 MU0510.The geoid height was determined by GEOID03.
 MU0510
 MU0510.The dynamic height is computed by dividing the NAVD 88
 MU0510.geopotential number by the normal gravity value computed on the
 MU0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0510.degrees latitude (g = 980.6199 gals.).
 MU0510
 MU0510.The modeled gravity was interpolated from observed gravity values.
 MU0510
 MU0510;                    North         East    Units  Estimated Accuracy
 MU0510;SPC NV W     - 4,801,670.      904,460.      MT  (+/- 180 meters Scaled)
 MU0510
 MU0510                          SUPERSEDED SURVEY CONTROL
 MU0510
 MU0510.No superseded survey control is available for this station.
 MU0510
 MU0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG732460(NAD 83)
 MU0510_MARKER: DD = SURVEY DISK
 MU0510_SETTING: 66 = SET IN ROCK OUTCROP
 MU0510_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0510_STAMPING: 36 HEI 1974 6294
 MU0510_MARK LOGO: USGS  
 MU0510_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0510+STABILITY: POSITION/ELEVATION WELL
 MU0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0510+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0510
 MU0510  HISTORY     - Date     Condition        Report By
 MU0510  HISTORY     - 1974     MONUMENTED       USGS
 MU0510
 MU0510                          STATION DESCRIPTION
 MU0510
 MU0510'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0510'FROM GREELY CROSSING, NEVADA, PROCEED 22.8 MILES NORTH ALONG ROAD TO
 MU0510'CROSSROADS, THENCE 0.9 MILES NORTHEAST ALONG RIGHT FORK, 175 FEET
 MU0510'NORTH AND 11 FEET LOWER THAN THE CENTERLINE OF THE ROAD (CAIRN), 100
 MU0510'FEET NORTHEAST OF A Y-ROAD, SET IN ROCK OUTCROP FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0512 ***********************************************************************
 LS0512  DESIGNATION -  36 HJH
 LS0512  PID         -  LS0512
 LS0512  STATE/COUNTY-  NV/WASHOE
 LS0512  USGS QUAD   -  PURGATORY PEAK (1990)
 LS0512
 LS0512                         *CURRENT SURVEY CONTROL
 LS0512  ___________________________________________________________________
 LS0512* NAD 83(1986)-  40 16 01.     (N)    119 21 57.     (W)     SCALED    
 LS0512* NAVD 88     -      1162.296  (meters)    3813.30   (feet)  ADJUSTED  
 LS0512  ___________________________________________________________________
 LS0512  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 LS0512  DYNAMIC HT  -        1161.383 (meters)    3810.30  (feet)  COMP
 LS0512  MODELED GRAV-     979,800.4   (mgal)                       NAVD 88
 LS0512
 LS0512  VERT ORDER  -  SECOND    CLASS 0
 LS0512
 LS0512.The horizontal coordinates were scaled from a topographic map and have
 LS0512.an estimated accuracy of +/- 6 seconds.
 LS0512
 LS0512.The orthometric height was determined by differential leveling
 LS0512.and adjusted by the National Geodetic Survey in June 1991..
 LS0512
 LS0512.The geoid height was determined by GEOID03.
 LS0512
 LS0512.The dynamic height is computed by dividing the NAVD 88
 LS0512.geopotential number by the normal gravity value computed on the
 LS0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0512.degrees latitude (g = 980.6199 gals.).
 LS0512
 LS0512.The modeled gravity was interpolated from observed gravity values.
 LS0512
 LS0512;                    North         East    Units  Estimated Accuracy
 LS0512;SPC NV W     - 4,612,540.      733,450.      MT  (+/- 180 meters Scaled)
 LS0512
 LS0512                          SUPERSEDED SURVEY CONTROL
 LS0512
 LS0512  NGVD 29 (??/??/92) 1161.322  (m)         3810.10   (f) ADJ UNCH    2 0
 LS0512
 LS0512.Superseded values are not recommended for survey control.
 LS0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0512.See file dsdata.txt to determine how the superseded data were derived.
 LS0512
 LS0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE988600(NAD 83)
 LS0512_MARKER: DB = BENCH MARK DISK
 LS0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0512_SP_SET: CONCRETE POST
 LS0512_STAMPING: 36 HJH 1962 3810
 LS0512_MARK LOGO: USGS  
 LS0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0512+STABILITY: SURFACE MOTION
 LS0512
 LS0512  HISTORY     - Date     Condition        Report By
 LS0512  HISTORY     - 1962     MONUMENTED       USGS
 LS0512
 LS0512                          STATION DESCRIPTION
 LS0512
 LS0512'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0512'44.6 KM (27.70 MI) SOUTH FROM GERLACH.
 LS0512'27.7 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34 ABOUT 0.5 MILES
 LS0512'NORTHEAST OF A SMALL RANCH HOUSE, 45 FEET NORTH OF A STEEL CULVERT,
 LS0512'AND 43 FEET EAST OF THE HIGHWAY CENTERLINE.
 LS0512'THE MARK IS 3.0 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0490 ***********************************************************************
 MV0490  DESIGNATION -  36 LRC
 MV0490  PID         -  MV0490
 MV0490  STATE/COUNTY-  NV/HUMBOLDT
 MV0490  USGS QUAD   -  PIDGEON SPRING SW (1980)
 MV0490
 MV0490                         *CURRENT SURVEY CONTROL
 MV0490  ___________________________________________________________________
 MV0490* NAD 83(1986)-  41 06 50.     (N)    118 54 51.     (W)     SCALED    
 MV0490* NAVD 88     -      1218.991  (meters)    3999.31   (feet)  ADJUSTED  
 MV0490  ___________________________________________________________________
 MV0490  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 MV0490  DYNAMIC HT  -        1218.109 (meters)    3996.41  (feet)  COMP
 MV0490  MODELED GRAV-     979,858.8   (mgal)                       NAVD 88
 MV0490
 MV0490  VERT ORDER  -  SECOND    CLASS 0
 MV0490
 MV0490.The horizontal coordinates were scaled from a topographic map and have
 MV0490.an estimated accuracy of +/- 6 seconds.
 MV0490
 MV0490.The orthometric height was determined by differential leveling
 MV0490.and adjusted by the National Geodetic Survey in June 1991..
 MV0490
 MV0490.The geoid height was determined by GEOID03.
 MV0490
 MV0490.The dynamic height is computed by dividing the NAVD 88
 MV0490.geopotential number by the normal gravity value computed on the
 MV0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0490.degrees latitude (g = 980.6199 gals.).
 MV0490
 MV0490.The modeled gravity was interpolated from observed gravity values.
 MV0490
 MV0490;                    North         East    Units  Estimated Accuracy
 MV0490;SPC NV W     - 4,706,350.      772,220.      MT  (+/- 180 meters Scaled)
 MV0490
 MV0490                          SUPERSEDED SURVEY CONTROL
 MV0490
 MV0490.No superseded survey control is available for this station.
 MV0490
 MV0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF392531(NAD 83)
 MV0490_MARKER: DD = SURVEY DISK
 MV0490_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0490_SP_SET: COPPER-CLAD STEEL ROD
 MV0490_STAMPING: 36 LRC 1972 3996
 MV0490_MARK LOGO: USGS  
 MV0490_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0490+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0490
 MV0490  HISTORY     - Date     Condition        Report By
 MV0490  HISTORY     - 1972     MONUMENTED       USGS
 MV0490
 MV0490                          STATION DESCRIPTION
 MV0490
 MV0490'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0490'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0490'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0490'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0490'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 11.7 MILES NORTH
 MV0490'ALONG TRACK ROAD TO A ROAD FORK WEST, 14.9 MILES SOUTH OF PAHUTE
 MV0490'MEADOW RANCH, 1.5 MILES SOUTH OF A WINDMILL, 45 FEET WEST OF THE
 MV0490'CENTERLINE OF A MAIN ROAD AND 25 FEET SOUTH OF THE CENTERLINE OF A
 MV0490'ROAD WEST, ECASED IN DRAINPIPE CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0948 ***********************************************************************
 LR0948  DESIGNATION -  36 O
 LR0948  PID         -  LR0948
 LR0948  STATE/COUNTY-  NV/LANDER
 LR0948  USGS QUAD   -  IZZENHOOD RANCH (1965)
 LR0948
 LR0948                         *CURRENT SURVEY CONTROL
 LR0948  ___________________________________________________________________
 LR0948* NAD 83(1986)-  40 54 33.     (N)    116 54 22.     (W)     SCALED    
 LR0948* NAVD 88     -      1429.196  (meters)    4688.95   (feet)  POSTED    
 LR0948  ___________________________________________________________________
 LR0948  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 LR0948  DYNAMIC HT  -        1428.100 (meters)    4685.36  (feet)  COMP
 LR0948  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 LR0948
 LR0948  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0948
 LR0948.The horizontal coordinates were scaled from a topographic map and have
 LR0948.an estimated accuracy of +/- 6 seconds.
 LR0948
 LR0948.The orthometric height was determined by differential leveling
 LR0948.and adjusted by the National Geodetic Survey in 1992..
 LR0948.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0948.rate of 0.0 thru 1.0 mm/km.
 LR0948
 LR0948.The geoid height was determined by GEOID03.
 LR0948
 LR0948.The dynamic height is computed by dividing the NAVD 88
 LR0948.geopotential number by the normal gravity value computed on the
 LR0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0948.degrees latitude (g = 980.6199 gals.).
 LR0948
 LR0948.The modeled gravity was interpolated from observed gravity values.
 LR0948
 LR0948;                    North         East    Units  Estimated Accuracy
 LR0948;SPC NV C     - 6,683,590.      479,830.      MT  (+/- 180 meters Scaled)
 LR0948
 LR0948                          SUPERSEDED SURVEY CONTROL
 LR0948
 LR0948.No superseded survey control is available for this station.
 LR0948
 LR0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF079286(NAD 83)
 LR0948_MARKER: DD = SURVEY DISK
 LR0948_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LR0948_SP_SET: PREFAB CONC. POST IN EARTH
 LR0948_STAMPING: 36 O 1963
 LR0948_MARK LOGO: USGS  
 LR0948_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0948+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0948
 LR0948  HISTORY     - Date     Condition        Report By
 LR0948  HISTORY     - 1963     MONUMENTED       USGS
 LR0948
 LR0948                          STATION DESCRIPTION
 LR0948
 LR0948'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0948'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0948'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.0 MILES NORTHEAST
 LR0948'ALONG ROAD, 0.4 MILE SOUTHEAST AND 0.3 MILE SOUTH OF IZZENHOOD RANCH,
 LR0948'35 FEET SOUTHWEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0674 ***********************************************************************
 GS0674  DESIGNATION -  36 TJS
 GS0674  PID         -  GS0674
 GS0674  STATE/COUNTY-  NV/NYE
 GS0674  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0674
 GS0674                         *CURRENT SURVEY CONTROL
 GS0674  ___________________________________________________________________
 GS0674* NAD 83(1986)-  36 51 37.     (N)    116 28 21.     (W)     SCALED    
 GS0674* NAVD 88     -      1355.244  (meters)    4446.33   (feet)  ADJUSTED  
 GS0674  ___________________________________________________________________
 GS0674  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 GS0674  DYNAMIC HT  -        1353.687 (meters)    4441.22  (feet)  COMP
 GS0674  MODELED GRAV-     979,436.0   (mgal)                       NAVD 88
 GS0674
 GS0674  VERT ORDER  -  FIRST     CLASS I
 GS0674
 GS0674.The horizontal coordinates were scaled from a topographic map and have
 GS0674.an estimated accuracy of +/- 6 seconds.
 GS0674
 GS0674.The orthometric height was determined by differential leveling
 GS0674.and adjusted by the National Geodetic Survey in May 2004..
 GS0674
 GS0674.The geoid height was determined by GEOID03.
 GS0674
 GS0674.The dynamic height is computed by dividing the NAVD 88
 GS0674.geopotential number by the normal gravity value computed on the
 GS0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0674.degrees latitude (g = 980.6199 gals.).
 GS0674
 GS0674.The modeled gravity was interpolated from observed gravity values.
 GS0674
 GS0674;                    North         East    Units  Estimated Accuracy
 GS0674;SPC NV C     - 6,234,140.      517,310.      MT  (+/- 180 meters Scaled)
 GS0674
 GS0674                          SUPERSEDED SURVEY CONTROL
 GS0674
 GS0674  NAVD 88 (??/??/92) 1355.254  (m)         4446.36   (f) UNKNOWN     3 0
 GS0674  NGVD 29 (05/01/91) 1354.281  (m)         4443.17   (f) ADJUSTED    1 1
 GS0674
 GS0674.Superseded values are not recommended for survey control.
 GS0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0674.See file dsdata.txt to determine how the superseded data were derived.
 GS0674
 GS0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA470795(NAD 83)
 GS0674_MARKER: DB = BENCH MARK DISK
 GS0674_SETTING: 66 = SET IN ROCK OUTCROP
 GS0674_SP_SET: BEDROCK
 GS0674_STAMPING: 36 TJS 1983
 GS0674_MARK LOGO: USGS  
 GS0674_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0674+STABILITY: POSITION/ELEVATION WELL
 GS0674
 GS0674  HISTORY     - Date     Condition        Report By
 GS0674  HISTORY     - 1983     MONUMENTED       USGS
 GS0674  HISTORY     - 1986     GOOD             USGS
 GS0674  HISTORY     - 1988     GOOD             USGS
 GS0674  HISTORY     - 19910226 GOOD             USGS
 GS0674  HISTORY     - 19930108 GOOD             USGS
 GS0674  HISTORY     - 19950113 GOOD             USGS
 GS0674
 GS0674                          STATION DESCRIPTION
 GS0674
 GS0674'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0674'48.8 KM (30.35 MI) EAST FROM BEATTY.
 GS0674'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0674'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0674'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0674'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0674'NORTHEASTERLY 6.05 MILES TO AN OLD TRACK ROAD, THENCE NORTHEAST ON
 GS0674'OLD TRACK ROAD 1.5 MILES, 60 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GS0674'6 FEET SOUTH OF A ROCK CAIRN.
 GS0674
 GS0674                          STATION RECOVERY (1986)
 GS0674
 GS0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0674'RECOVERED IN GOOD CONDITION.
 GS0674
 GS0674                          STATION RECOVERY (1988)
 GS0674
 GS0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0674'RECOVERED IN GOOD CONDITION.
 GS0674
 GS0674                          STATION RECOVERY (1991)
 GS0674
 GS0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0674'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0674'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0674'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0674'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0674'NORTHEASTERLY 6.05 MILES TO AN OLD TRACK ROAD, THENCE NORTHEAST ON
 GS0674'OLD TRACK ROAD 1.5 MILES, 60 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GS0674'6 FEET SOUTH OF A ROCK CAIRN.
 GS0674
 GS0674                          STATION RECOVERY (1993)
 GS0674
 GS0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0674'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0674'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0674'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0674'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0674'BEND IN THE ROAD, PROCEED NORTHEASTERLY 6.05 MILES (9.74 KM) TO AN
 GS0674'OLD TRACK ROAD, THENCE NORTHEAST ON OLD TRACK ROAD 1.5 MILES
 GS0674'(2.4 KM), 60 FEET (18.3 M) WEST OF THE CENTERLINE OF THE ROAD, 6
 GS0674'FEET (1.8 M) SOUTH OF A ROCK CAIRN.
 GS0674
 GS0674                          STATION RECOVERY (1995)
 GS0674
 GS0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0674'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0266 ***********************************************************************
 KR0266  DESIGNATION -  36.00
 KR0266  PID         -  KR0266
 KR0266  STATE/COUNTY-  NV/CHURCHILL
 KR0266  USGS QUAD   -  FALLON (1985)
 KR0266
 KR0266                         *CURRENT SURVEY CONTROL
 KR0266  ___________________________________________________________________
 KR0266* NAD 83(1986)-  39 29 10.     (N)    118 46 35.     (W)     SCALED    
 KR0266* NAVD 88     -      1208.428  (meters)    3964.65   (feet)  ADJUSTED  
 KR0266  ___________________________________________________________________
 KR0266  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 KR0266  DYNAMIC HT  -        1207.392 (meters)    3961.25  (feet)  COMP
 KR0266  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 KR0266
 KR0266  VERT ORDER  -  FIRST     CLASS II
 KR0266
 KR0266.The horizontal coordinates were scaled from a topographic map and have
 KR0266.an estimated accuracy of +/- 6 seconds.
 KR0266
 KR0266.The orthometric height was determined by differential leveling
 KR0266.and adjusted by the National Geodetic Survey in June 1991..
 KR0266
 KR0266.The geoid height was determined by GEOID03.
 KR0266
 KR0266.The dynamic height is computed by dividing the NAVD 88
 KR0266.geopotential number by the normal gravity value computed on the
 KR0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0266.degrees latitude (g = 980.6199 gals.).
 KR0266
 KR0266.The modeled gravity was interpolated from observed gravity values.
 KR0266
 KR0266;                    North         East    Units  Estimated Accuracy
 KR0266;SPC NV W     - 4,525,580.      783,390.      MT  (+/- 180 meters Scaled)
 KR0266
 KR0266                          SUPERSEDED SURVEY CONTROL
 KR0266
 KR0266  NGVD 29 (??/??/92) 1207.471  (m)         3961.51   (f) ADJ UNCH    1 2
 KR0266
 KR0266.Superseded values are not recommended for survey control.
 KR0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0266.See file dsdata.txt to determine how the superseded data were derived.
 KR0266
 KR0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD472722(NAD 83)
 KR0266_MARKER: DD = SURVEY DISK
 KR0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0266_STAMPING: 36.00 E47.92 PO 1/6/58
 KR0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0266+STABILITY: SURFACE MOTION
 KR0266
 KR0266  HISTORY     - Date     Condition        Report By
 KR0266  HISTORY     - 1958     MONUMENTED       NVDH
 KR0266  HISTORY     - 1967     GOOD             NGS
 KR0266
 KR0266                          STATION DESCRIPTION
 KR0266
 KR0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0266'0.75 MI N FROM FALLON.
 KR0266'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAYS 95 ALTERNATE AND 50, WHICH IS
 KR0266'WILLIAMS AVENUE, FROM THE CITY HALL AT FALLON, THENCE 0.7 MILE NORTH
 KR0266'ALONG U.S. HIGHWAY 95, WHICH IS MAIN STREET, IN SECTION 30, T 19 N, R
 KR0266'29 E, 36 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 58 FEET WEST
 KR0266'OF THE SOUTHWEST CORNER OF THE R.H. NORCUTT RESIDENCE, 12 FEET NORTH
 KR0266'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1 1/2 FEET SOUTHWEST OF A
 KR0266'TELEPHONE POLE, 1.1 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 KR0266'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KR0266'ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0714 ***********************************************************************
 LR0714  DESIGNATION -  37
 LR0714  PID         -  LR0714
 LR0714  STATE/COUNTY-  NV/HUMBOLDT
 LR0714  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0714
 LR0714                         *CURRENT SURVEY CONTROL
 LR0714  ___________________________________________________________________
 LR0714* NAD 83(1986)-  40 59 52.     (N)    117 39 40.     (W)     SCALED    
 LR0714* NAVD 88     -      1373.744  (meters)    4507.03   (feet)  ADJUSTED  
 LR0714  ___________________________________________________________________
 LR0714  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 LR0714  DYNAMIC HT  -        1372.698 (meters)    4503.59  (feet)  COMP
 LR0714  MODELED GRAV-     979,814.9   (mgal)                       NAVD 88
 LR0714
 LR0714  VERT ORDER  -  FIRST     CLASS II
 LR0714
 LR0714.The horizontal coordinates were scaled from a topographic map and have
 LR0714.an estimated accuracy of +/- 6 seconds.
 LR0714
 LR0714.The orthometric height was determined by differential leveling
 LR0714.and adjusted by the National Geodetic Survey in June 1991..
 LR0714
 LR0714.The geoid height was determined by GEOID03.
 LR0714
 LR0714.The dynamic height is computed by dividing the NAVD 88
 LR0714.geopotential number by the normal gravity value computed on the
 LR0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0714.degrees latitude (g = 980.6199 gals.).
 LR0714
 LR0714.The modeled gravity was interpolated from observed gravity values.
 LR0714
 LR0714;                    North         East    Units  Estimated Accuracy
 LR0714;SPC NV W     - 4,693,810.      877,590.      MT  (+/- 180 meters Scaled)
 LR0714
 LR0714                          SUPERSEDED SURVEY CONTROL
 LR0714
 LR0714.No superseded survey control is available for this station.
 LR0714
 LR0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF443387(NAD 83)
 LR0714_MARKER: DD = SURVEY DISK
 LR0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0714_STAMPING: BM I-001-3 (2) 37
 LR0714_MARK LOGO: NVDH  
 LR0714_PROJECTION: PROJECTING 12 CENTIMETERS
 LR0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0714+STABILITY: SURFACE MOTION
 LR0714
 LR0714  HISTORY     - Date     Condition        Report By
 LR0714  HISTORY     - UNK      MONUMENTED       NVDH
 LR0714  HISTORY     - 1958     GOOD             NGS
 LR0714  HISTORY     - 1984     GOOD             NGS
 LR0714
 LR0714                          STATION DESCRIPTION
 LR0714
 LR0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0714'4.05 MI NE FROM WINNEMUCCA.
 LR0714'4.05 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 LR0714'U.S. 40 AND BRIDGE STREET AT WINNEMUCCA, 292.0 FEET SOUTHEAST OF THE
 LR0714'CENTERLINE OF HIGHWAY, 192.0 FEET SOUTHEAST OF A FENCE LINE, 4.0 FEET
 LR0714'NORTHWEST OF A METAL WITNESS POST, SET IN A ROUND CONCRETE POST
 LR0714'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LR0714
 LR0714                          STATION RECOVERY (1984)
 LR0714
 LR0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0714'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.35 KM
 LR0714'(2.7 MI) NORTHEAST ALONG STATE HIGHWAY 289 FROM THE JUNCTION OF US
 LR0714'HIGHWAY 95 AT WINNEMUCCA, THENCE 3.15 KM (1.95 MI) NORTHEAST ALONG
 LR0714'INTERSTATE 80, 0.8 KM (0.5 MI) SOUTHWEST OF MILEPOST 181, AT THE
 LR0714'NORTHEAST END OF A LONG LOW CUT BANK, 46.2 METERS (151.5 FT) SOUTHEAST
 LR0714'OF THE EAST BOUND HIGHWAY CENTERLINE, 44.9 METERS (147.5 FT) NORTHWEST
 LR0714'OF THE RIGHT OF WAY FENCE AND 1.2 METERS (4 FT) NORTHWEST OF A STEEL
 LR0714'POST.
 LR0714'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 LR0714'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0348 ***********************************************************************
 GR0348  DESIGNATION -  37 B
 GR0348  PID         -  GR0348
 GR0348  STATE/COUNTY-  NV/CLARK
 GR0348  USGS QUAD   -  GOLD BUTTE (1984)
 GR0348
 GR0348                         *CURRENT SURVEY CONTROL
 GR0348  ___________________________________________________________________
 GR0348* NAD 83(1986)-  36 16 46.     (N)    114 12 08.     (W)     SCALED    
 GR0348* NAVD 88     -      1132.276  (meters)    3714.81   (feet)  POSTED    
 GR0348  ___________________________________________________________________
 GR0348  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GR0348  DYNAMIC HT  -        1131.070 (meters)    3710.85  (feet)  COMP
 GR0348  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 GR0348
 GR0348  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0348
 GR0348.The horizontal coordinates were scaled from a topographic map and have
 GR0348.an estimated accuracy of +/- 6 seconds.
 GR0348
 GR0348.The orthometric height was determined by differential leveling
 GR0348.and adjusted by the National Geodetic Survey in 1992..
 GR0348.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0348.rate of 0.0 thru 1.0 mm/km.
 GR0348
 GR0348.The geoid height was determined by GEOID03.
 GR0348
 GR0348.The dynamic height is computed by dividing the NAVD 88
 GR0348.geopotential number by the normal gravity value computed on the
 GR0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0348.degrees latitude (g = 980.6199 gals.).
 GR0348
 GR0348.The modeled gravity was interpolated from observed gravity values.
 GR0348
 GR0348;                    North         East    Units  Estimated Accuracy
 GR0348;SPC NV E     - 8,170,560.      324,080.      MT  (+/- 180 meters Scaled)
 GR0348
 GR0348                          SUPERSEDED SURVEY CONTROL
 GR0348
 GR0348  NGVD 29 (??/??/92) 1131.534  (m)         3712.37   (f) ADJ UNCH    1 1
 GR0348
 GR0348.Superseded values are not recommended for survey control.
 GR0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0348.See file dsdata.txt to determine how the superseded data were derived.
 GR0348
 GR0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA512185(NAD 83)
 GR0348_MARKER: DD = SURVEY DISK
 GR0348_SETTING: 80 = SET IN A BOULDER
 GR0348_SP_SET: BOULDER
 GR0348_STAMPING: B 3712 1920 37
 GR0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0348+STABILITY: SURFACE MOTION
 GR0348
 GR0348  HISTORY     - Date     Condition        Report By
 GR0348  HISTORY     - 1920     MONUMENTED       USGS
 GR0348  HISTORY     - 1950     GOOD             NGS
 GR0348
 GR0348                          STATION DESCRIPTION
 GR0348
 GR0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0348'0.1 MI SW FROM GOLD BUTTE RANCHHOUSE.
 GR0348'0.1 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE GOLD BUTTE RANCHHOUSE,
 GR0348'140 YARDS SOUTH OF THE JUNCTION OF AN ABANDONED ROAD LEADING NORTHWEST
 GR0348'ALONG GOLD BUTTE WASH, 56 YARDS SOUTHEAST OF THE CENTER LINE OF THE
 GR0348'ROAD, 17 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ABANDONED ROAD,
 GR0348'12.9 FEET SOUTHEAST OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE ABANDONED
 GR0348'ROAD, IN THE TOP OF A LARGE BROWN GRANITE BOULDER, AND MARKED BY THE
 GR0348'WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0580 ***********************************************************************
 MU0580  DESIGNATION -  37 BKC
 MU0580  PID         -  MU0580
 MU0580  STATE/COUNTY-  NV/ELKO
 MU0580  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0580
 MU0580                         *CURRENT SURVEY CONTROL
 MU0580  ___________________________________________________________________
 MU0580* NAD 83(1986)-  41 31 02.     (N)    116 43 30.     (W)     SCALED    
 MU0580* NAVD 88     -      1668.713  (meters)    5474.77   (feet)  POSTED    
 MU0580  ___________________________________________________________________
 MU0580  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 MU0580  DYNAMIC HT  -        1667.440 (meters)    5470.59  (feet)  COMP
 MU0580  MODELED GRAV-     979,801.0   (mgal)                       NAVD 88
 MU0580
 MU0580  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0580
 MU0580.The horizontal coordinates were scaled from a topographic map and have
 MU0580.an estimated accuracy of +/- 6 seconds.
 MU0580
 MU0580.The orthometric height was determined by differential leveling
 MU0580.and adjusted by the National Geodetic Survey in 1992..
 MU0580.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0580.rate of 0.0 thru 1.0 mm/km.
 MU0580
 MU0580.The geoid height was determined by GEOID03.
 MU0580
 MU0580.The dynamic height is computed by dividing the NAVD 88
 MU0580.geopotential number by the normal gravity value computed on the
 MU0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0580.degrees latitude (g = 980.6199 gals.).
 MU0580
 MU0580.The modeled gravity was interpolated from observed gravity values.
 MU0580
 MU0580;                    North         East    Units  Estimated Accuracy
 MU0580;SPC NV E     - 8,751,710.      104,710.      MT  (+/- 180 meters Scaled)
 MU0580
 MU0580                          SUPERSEDED SURVEY CONTROL
 MU0580
 MU0580.No superseded survey control is available for this station.
 MU0580
 MU0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF229962(NAD 83)
 MU0580_MARKER: DD = SURVEY DISK
 MU0580_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0580_SP_SET: COPPER-CLAD STEEL ROD
 MU0580_STAMPING: 37 BKC 1973 5471
 MU0580_MARK LOGO: USGS  
 MU0580_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0580+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0580
 MU0580  HISTORY     - Date     Condition        Report By
 MU0580  HISTORY     - 1973     MONUMENTED       USGS
 MU0580
 MU0580                          STATION DESCRIPTION
 MU0580
 MU0580'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0580'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0580'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0580'THENCE 5.2 MILES WEST ALONG ROAD, 11.1 MILES WEST OF WINTERS RANCH
 MU0580'-STONE HOUSE-, 46 FEET NORTH OF THE CENTERLINE OF THE ROAD, SET ON A
 MU0580'COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0580'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0455 ***********************************************************************
 JP0455  DESIGNATION -  37 DOR
 JP0455  PID         -  JP0455
 JP0455  STATE/COUNTY-  NV/LINCOLN
 JP0455  USGS QUAD   -  SILVER KING MTN SW (1971)
 JP0455
 JP0455                         *CURRENT SURVEY CONTROL
 JP0455  ___________________________________________________________________
 JP0455* NAD 83(1986)-  38 05 37.     (N)    114 54 25.     (W)     SCALED    
 JP0455* NAVD 88     -      1667.168  (meters)    5469.70   (feet)  ADJUSTED  
 JP0455  ___________________________________________________________________
 JP0455  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 JP0455  DYNAMIC HT  -        1665.350 (meters)    5463.74  (feet)  COMP
 JP0455  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 JP0455
 JP0455  VERT ORDER  -  SECOND    CLASS 0
 JP0455
 JP0455.The horizontal coordinates were scaled from a topographic map and have
 JP0455.an estimated accuracy of +/- 6 seconds.
 JP0455
 JP0455.The orthometric height was determined by differential leveling
 JP0455.and adjusted by the National Geodetic Survey in June 1991..
 JP0455
 JP0455.The geoid height was determined by GEOID03.
 JP0455
 JP0455.The dynamic height is computed by dividing the NAVD 88
 JP0455.geopotential number by the normal gravity value computed on the
 JP0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0455.degrees latitude (g = 980.6199 gals.).
 JP0455
 JP0455.The modeled gravity was interpolated from observed gravity values.
 JP0455
 JP0455;                    North         East    Units  Estimated Accuracy
 JP0455;SPC NV E     - 8,371,210.      259,330.      MT  (+/- 180 meters Scaled)
 JP0455
 JP0455                          SUPERSEDED SURVEY CONTROL
 JP0455
 JP0455.No superseded survey control is available for this station.
 JP0455
 JP0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC835182(NAD 83)
 JP0455_MARKER: DD = SURVEY DISK
 JP0455_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0455_SP_SET: COPPER-CLAD STEEL ROD
 JP0455_STAMPING: 37 DOR 1968 5466
 JP0455_MARK LOGO: USGS  
 JP0455_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0455+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0455
 JP0455  HISTORY     - Date     Condition        Report By
 JP0455  HISTORY     - 1968     MONUMENTED       USGS
 JP0455
 JP0455                          STATION DESCRIPTION
 JP0455
 JP0455'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0455'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0455'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 20.1 MILES
 JP0455'WEST, 60 FEET SOUTHWEST OF A DRY WASH, 54 FEET NORTH OF THE ROAD, 2
 JP0455'FEET WEST OF A WITNESS POST, SET ON A COPPER-COATED ROD ENCLOSED BY A
 JP0455'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0541 ***********************************************************************
 JP0541  DESIGNATION -  37 DOR
 JP0541  PID         -  JP0541
 JP0541  STATE/COUNTY-  NV/LINCOLN
 JP0541  USGS QUAD   -  GRASSY MTN (1973)
 JP0541
 JP0541                         *CURRENT SURVEY CONTROL
 JP0541  ___________________________________________________________________
 JP0541* NAD 83(1986)-  38 19 15.     (N)    114 39 45.     (W)     SCALED    
 JP0541* NAVD 88     -      2016.626  (meters)    6616.21   (feet)  ADJUSTED  
 JP0541  ___________________________________________________________________
 JP0541  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 JP0541  DYNAMIC HT  -        2014.272 (meters)    6608.49  (feet)  COMP
 JP0541  MODELED GRAV-     979,389.5   (mgal)                       NAVD 88
 JP0541
 JP0541  VERT ORDER  -  SECOND    CLASS 0
 JP0541
 JP0541.The horizontal coordinates were scaled from a topographic map and have
 JP0541.an estimated accuracy of +/- 6 seconds.
 JP0541
 JP0541.The orthometric height was determined by differential leveling
 JP0541.and adjusted by the National Geodetic Survey in August 1995..
 JP0541
 JP0541.The geoid height was determined by GEOID03.
 JP0541
 JP0541.The dynamic height is computed by dividing the NAVD 88
 JP0541.geopotential number by the normal gravity value computed on the
 JP0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0541.degrees latitude (g = 980.6199 gals.).
 JP0541
 JP0541.The modeled gravity was interpolated from observed gravity values.
 JP0541
 JP0541;                    North         East    Units  Estimated Accuracy
 JP0541;SPC NV E     - 8,396,610.      280,520.      MT  (+/- 180 meters Scaled)
 JP0541
 JP0541                          SUPERSEDED SURVEY CONTROL
 JP0541
 JP0541.No superseded survey control is available for this station.
 JP0541
 JP0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC043439(NAD 83)
 JP0541_MARKER: DD = SURVEY DISK
 JP0541_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0541_SP_SET: COPPER-CLAD STEEL ROD
 JP0541_STAMPING: 37 DOR 1971 6612
 JP0541_MARK LOGO: USGS  
 JP0541_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0541
 JP0541  HISTORY     - Date     Condition        Report By
 JP0541  HISTORY     - 1971     MONUMENTED       USGS
 JP0541
 JP0541                          STATION DESCRIPTION
 JP0541
 JP0541'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0541'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0541'HIGHWAY 93 TO A T-ROAD WEST, THENCE 3.0 MILES WEST, 34 FEET NORTHWEST
 JP0541'OF AND 2 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 3 FEET
 JP0541'SOUTHEAST OF A WITNESS POST, A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0541'TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0602 ***********************************************************************
 JP0602  DESIGNATION -  37 DOR
 JP0602  PID         -  JP0602
 JP0602  STATE/COUNTY-  NV/WHITE PINE
 JP0602  USGS QUAD   -  PARKER STATION (1969)
 JP0602
 JP0602                         *CURRENT SURVEY CONTROL
 JP0602  ___________________________________________________________________
 JP0602* NAD 83(1986)-  38 40 59.     (N)    114 50 18.     (W)     SCALED    
 JP0602* NAVD 88     -      2003.917  (meters)    6574.52   (feet)  ADJUSTED  
 JP0602  ___________________________________________________________________
 JP0602  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 JP0602  DYNAMIC HT  -        2001.670 (meters)    6567.15  (feet)  COMP
 JP0602  MODELED GRAV-     979,435.3   (mgal)                       NAVD 88
 JP0602
 JP0602  VERT ORDER  -  SECOND    CLASS 0
 JP0602
 JP0602.The horizontal coordinates were scaled from a topographic map and have
 JP0602.an estimated accuracy of +/- 6 seconds.
 JP0602
 JP0602.The orthometric height was determined by differential leveling
 JP0602.and adjusted by the National Geodetic Survey in August 1995..
 JP0602
 JP0602.The geoid height was determined by GEOID03.
 JP0602
 JP0602.The dynamic height is computed by dividing the NAVD 88
 JP0602.geopotential number by the normal gravity value computed on the
 JP0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0602.degrees latitude (g = 980.6199 gals.).
 JP0602
 JP0602.The modeled gravity was interpolated from observed gravity values.
 JP0602
 JP0602;                    North         East    Units  Estimated Accuracy
 JP0602;SPC NV E     - 8,436,680.      264,820.      MT  (+/- 180 meters Scaled)
 JP0602
 JP0602                          SUPERSEDED SURVEY CONTROL
 JP0602
 JP0602.No superseded survey control is available for this station.
 JP0602
 JP0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC880838(NAD 83)
 JP0602_MARKER: DD = SURVEY DISK
 JP0602_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0602_SP_SET: COPPER-CLAD STEEL ROD
 JP0602_STAMPING: 37 DOR 1973 6570
 JP0602_MARK LOGO: USGS  
 JP0602_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0602
 JP0602  HISTORY     - Date     Condition        Report By
 JP0602  HISTORY     - 1973     MONUMENTED       USGS
 JP0602
 JP0602                          STATION DESCRIPTION
 JP0602
 JP0602'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0602'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0602'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 37.1 MILES
 JP0602'SOUTH TO A FENCE CORNER, 28 FEET SOUTH OF THE FENCE CORNER, 15 FEET
 JP0602'WEST OF THE CENTERLINE OF THE ROAD, 0.5 FOOT EAST OF A FENCE,  A 5/8
 JP0602'COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND
 JP0602'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0566 ***********************************************************************
 MU0566  DESIGNATION -  37 FMK
 MU0566  PID         -  MU0566
 MU0566  STATE/COUNTY-  NV/ELKO
 MU0566  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0566
 MU0566                         *CURRENT SURVEY CONTROL
 MU0566  ___________________________________________________________________
 MU0566* NAD 83(1986)-  41 35 15.     (N)    116 39 10.     (W)     SCALED    
 MU0566* NAVD 88     -      1633.848  (meters)    5360.38   (feet)  POSTED    
 MU0566  ___________________________________________________________________
 MU0566  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 MU0566  DYNAMIC HT  -        1632.620 (meters)    5356.35  (feet)  COMP
 MU0566  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 MU0566
 MU0566  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0566
 MU0566.The horizontal coordinates were scaled from a topographic map and have
 MU0566.an estimated accuracy of +/- 6 seconds.
 MU0566
 MU0566.The orthometric height was determined by differential leveling
 MU0566.and adjusted by the National Geodetic Survey in 1992..
 MU0566.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0566.rate of 1.1 thru 2.0 mm/km.
 MU0566
 MU0566.The geoid height was determined by GEOID03.
 MU0566
 MU0566.The dynamic height is computed by dividing the NAVD 88
 MU0566.geopotential number by the normal gravity value computed on the
 MU0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0566.degrees latitude (g = 980.6199 gals.).
 MU0566
 MU0566.The modeled gravity was interpolated from observed gravity values.
 MU0566
 MU0566;                    North         East    Units  Estimated Accuracy
 MU0566;SPC NV E     - 8,759,440.      110,830.      MT  (+/- 180 meters Scaled)
 MU0566
 MU0566                          SUPERSEDED SURVEY CONTROL
 MU0566
 MU0566.No superseded survey control is available for this station.
 MU0566
 MU0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG289040(NAD 83)
 MU0566_MARKER: DD = SURVEY DISK
 MU0566_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0566_SP_SET: COPPER-CLAD STEEL ROD
 MU0566_STAMPING: 37 FMK 1973 5357
 MU0566_MARK LOGO: USGS  
 MU0566_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0566+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0566
 MU0566  HISTORY     - Date     Condition        Report By
 MU0566  HISTORY     - 1973     MONUMENTED       USGS
 MU0566
 MU0566                          STATION DESCRIPTION
 MU0566
 MU0566'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0566'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0566'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0566'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0566'ALONG ROAD, THENCE 4.1 MILES NORTH-NORTHEAST, 11.9 MILES SOUTH AND 0.8
 MU0566'MILES WEST OF DESERT RANCH, 60 FEET EAST OF THE CENTERLINE OF THE
 MU0566'ROAD, 3 FEET WEST OF A WITNESS POST, SET ON A COPPER-COATED ROD
 MU0566'ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0513 ***********************************************************************
 MU0513  DESIGNATION -  37 HEI
 MU0513  PID         -  MU0513
 MU0513  STATE/COUNTY-  NV/HUMBOLDT
 MU0513  USGS QUAD   -  MAHOGANY SPRING (1980)
 MU0513
 MU0513                         *CURRENT SURVEY CONTROL
 MU0513  ___________________________________________________________________
 MU0513* NAD 83(1986)-  41 58 21.     (N)    117 18 25.     (W)     SCALED    
 MU0513* NAVD 88     -      1875.057  (meters)    6151.75   (feet)  POSTED    
 MU0513  ___________________________________________________________________
 MU0513  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 MU0513  DYNAMIC HT  -        1873.640 (meters)    6147.10  (feet)  COMP
 MU0513  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 MU0513
 MU0513  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0513
 MU0513.The horizontal coordinates were scaled from a topographic map and have
 MU0513.an estimated accuracy of +/- 6 seconds.
 MU0513
 MU0513.The orthometric height was determined by differential leveling
 MU0513.and adjusted by the National Geodetic Survey in 1992..
 MU0513.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0513.rate of 0.0 thru 1.0 mm/km.
 MU0513
 MU0513.The geoid height was determined by GEOID03.
 MU0513
 MU0513.The dynamic height is computed by dividing the NAVD 88
 MU0513.geopotential number by the normal gravity value computed on the
 MU0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0513.degrees latitude (g = 980.6199 gals.).
 MU0513
 MU0513.The modeled gravity was interpolated from observed gravity values.
 MU0513
 MU0513;                    North         East    Units  Estimated Accuracy
 MU0513;SPC NV W     - 4,802,430.      905,790.      MT  (+/- 180 meters Scaled)
 MU0513
 MU0513                          SUPERSEDED SURVEY CONTROL
 MU0513
 MU0513.No superseded survey control is available for this station.
 MU0513
 MU0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG745467(NAD 83)
 MU0513_MARKER: DD = SURVEY DISK
 MU0513_SETTING: 66 = SET IN ROCK OUTCROP
 MU0513_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0513_STAMPING: 37 HEI 1974 6148
 MU0513_MARK LOGO: USGS  
 MU0513_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0513+STABILITY: POSITION/ELEVATION WELL
 MU0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0513+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0513
 MU0513  HISTORY     - Date     Condition        Report By
 MU0513  HISTORY     - 1974     MONUMENTED       USGS
 MU0513
 MU0513                          STATION DESCRIPTION
 MU0513
 MU0513'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0513'FROM GREELY CROSSING, NEVADA, PROCEED 22.8 MILES NORTH ALONG ROAD TO
 MU0513'CROSSROADS, THENCE 1.9 MILES NORTHEAST ALONG RIGHT FORK, ALONGSIDE TWO
 MU0513'MAHOGANY TREES, 120 FEET SOUTHEAST AND 2 FEET LOWER THAN THE
 MU0513'CENTERLINE OF THE ROAD (CAIRN), SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0513 ***********************************************************************
 LS0513  DESIGNATION -  37 HJH
 LS0513  PID         -  LS0513
 LS0513  STATE/COUNTY-  NV/WASHOE
 LS0513  USGS QUAD   -  PURGATORY PEAK (1990)
 LS0513
 LS0513                         *CURRENT SURVEY CONTROL
 LS0513  ___________________________________________________________________
 LS0513* NAD 83(1986)-  40 16 46.     (N)    119 21 44.     (W)     SCALED    
 LS0513* NAVD 88     -      1170.679  (meters)    3840.80   (feet)  ADJUSTED  
 LS0513  ___________________________________________________________________
 LS0513  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 LS0513  DYNAMIC HT  -        1169.764 (meters)    3837.80  (feet)  COMP
 LS0513  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 LS0513
 LS0513  VERT ORDER  -  SECOND    CLASS 0
 LS0513
 LS0513.The horizontal coordinates were scaled from a topographic map and have
 LS0513.an estimated accuracy of +/- 6 seconds.
 LS0513
 LS0513.The orthometric height was determined by differential leveling
 LS0513.and adjusted by the National Geodetic Survey in June 1991..
 LS0513
 LS0513.The geoid height was determined by GEOID03.
 LS0513
 LS0513.The dynamic height is computed by dividing the NAVD 88
 LS0513.geopotential number by the normal gravity value computed on the
 LS0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0513.degrees latitude (g = 980.6199 gals.).
 LS0513
 LS0513.The modeled gravity was interpolated from observed gravity values.
 LS0513
 LS0513;                    North         East    Units  Estimated Accuracy
 LS0513;SPC NV W     - 4,613,930.      733,770.      MT  (+/- 180 meters Scaled)
 LS0513
 LS0513                          SUPERSEDED SURVEY CONTROL
 LS0513
 LS0513  NGVD 29 (??/??/92) 1169.709  (m)         3837.62   (f) ADJ UNCH    2 0
 LS0513
 LS0513.Superseded values are not recommended for survey control.
 LS0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0513.See file dsdata.txt to determine how the superseded data were derived.
 LS0513
 LS0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE991614(NAD 83)
 LS0513_MARKER: DB = BENCH MARK DISK
 LS0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0513_SP_SET: CONCRETE POST
 LS0513_STAMPING: 37 HJH 1962 3838
 LS0513_MARK LOGO: USGS  
 LS0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0513+STABILITY: SURFACE MOTION
 LS0513
 LS0513  HISTORY     - Date     Condition        Report By
 LS0513  HISTORY     - 1962     MONUMENTED       USGS
 LS0513
 LS0513                          STATION DESCRIPTION
 LS0513
 LS0513'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0513'43.1 KM (26.80 MI) SOUTH FROM GERLACH.
 LS0513'26.8 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34 ON THE ROCKY NOSE
 LS0513'OF A RIDGE, 42 FEET SOUTHEAST OF THE HIGHWAY CENTERLINE.
 LS0513'THE MARK IS 3.0 FT  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0491 ***********************************************************************
 MV0491  DESIGNATION -  37 LRC
 MV0491  PID         -  MV0491
 MV0491  STATE/COUNTY-  NV/HUMBOLDT
 MV0491  USGS QUAD   -  PIDGEON SPRING SW (1980)
 MV0491
 MV0491                         *CURRENT SURVEY CONTROL
 MV0491  ___________________________________________________________________
 MV0491* NAD 83(1986)-  41 06 13.     (N)    118 54 14.     (W)     SCALED    
 MV0491* NAVD 88     -      1210.956  (meters)    3972.94   (feet)  ADJUSTED  
 MV0491  ___________________________________________________________________
 MV0491  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 MV0491  DYNAMIC HT  -        1210.086 (meters)    3970.09  (feet)  COMP
 MV0491  MODELED GRAV-     979,864.5   (mgal)                       NAVD 88
 MV0491
 MV0491  VERT ORDER  -  SECOND    CLASS 0
 MV0491
 MV0491.The horizontal coordinates were scaled from a topographic map and have
 MV0491.an estimated accuracy of +/- 6 seconds.
 MV0491
 MV0491.The orthometric height was determined by differential leveling
 MV0491.and adjusted by the National Geodetic Survey in June 1991..
 MV0491
 MV0491.The geoid height was determined by GEOID03.
 MV0491
 MV0491.The dynamic height is computed by dividing the NAVD 88
 MV0491.geopotential number by the normal gravity value computed on the
 MV0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0491.degrees latitude (g = 980.6199 gals.).
 MV0491
 MV0491.The modeled gravity was interpolated from observed gravity values.
 MV0491
 MV0491;                    North         East    Units  Estimated Accuracy
 MV0491;SPC NV W     - 4,705,200.      773,080.      MT  (+/- 180 meters Scaled)
 MV0491
 MV0491                          SUPERSEDED SURVEY CONTROL
 MV0491
 MV0491.No superseded survey control is available for this station.
 MV0491
 MV0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF401520(NAD 83)
 MV0491_MARKER: DD = SURVEY DISK
 MV0491_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MV0491_SP_SET: PREFAB CONC. POST IN EARTH
 MV0491_STAMPING: 37 LRC 1972 3969
 MV0491_MARK LOGO: USGS  
 MV0491_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MV0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0491+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0491
 MV0491  HISTORY     - Date     Condition        Report By
 MV0491  HISTORY     - 1972     MONUMENTED       USGS
 MV0491
 MV0491                          STATION DESCRIPTION
 MV0491
 MV0491'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0491'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0491'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0491'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0491'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 10.8 MILES NORTH
 MV0491'ALONG TRACK ROAD TO A KNOLL EAST OF THE ROAD, 15.8 MILES SOUTH OF
 MV0491'PAHUTE MEADOW RANCH, 120 FEET NORTH OF A DRAIN AND 50 FEET EAST OF THE
 MV0491'CENTER OF THE ROAD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0949 ***********************************************************************
 LR0949  DESIGNATION -  37 O
 LR0949  PID         -  LR0949
 LR0949  STATE/COUNTY-  NV/LANDER
 LR0949  USGS QUAD   -  IZZENHOOD RANCH (1965)
 LR0949
 LR0949                         *CURRENT SURVEY CONTROL
 LR0949  ___________________________________________________________________
 LR0949* NAD 83(1986)-  40 54 52.     (N)    116 53 16.     (W)     SCALED    
 LR0949* NAVD 88     -      1451.640  (meters)    4762.59   (feet)  POSTED    
 LR0949  ___________________________________________________________________
 LR0949  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 LR0949  DYNAMIC HT  -        1450.520 (meters)    4758.91  (feet)  COMP
 LR0949  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 LR0949
 LR0949  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0949
 LR0949.The horizontal coordinates were scaled from a topographic map and have
 LR0949.an estimated accuracy of +/- 6 seconds.
 LR0949
 LR0949.The orthometric height was determined by differential leveling
 LR0949.and adjusted by the National Geodetic Survey in 1992..
 LR0949.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0949.rate of 0.0 thru 1.0 mm/km.
 LR0949
 LR0949.The geoid height was determined by GEOID03.
 LR0949
 LR0949.The dynamic height is computed by dividing the NAVD 88
 LR0949.geopotential number by the normal gravity value computed on the
 LR0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0949.degrees latitude (g = 980.6199 gals.).
 LR0949
 LR0949.The modeled gravity was interpolated from observed gravity values.
 LR0949
 LR0949;                    North         East    Units  Estimated Accuracy
 LR0949;SPC NV C     - 6,684,170.      481,380.      MT  (+/- 180 meters Scaled)
 LR0949
 LR0949                          SUPERSEDED SURVEY CONTROL
 LR0949
 LR0949.No superseded survey control is available for this station.
 LR0949
 LR0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF094292(NAD 83)
 LR0949_MARKER: DD = SURVEY DISK
 LR0949_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LR0949_SP_SET: PREFAB CONC. POST IN EARTH
 LR0949_STAMPING: 37 O 1963
 LR0949_MARK LOGO: USGS  
 LR0949_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0949+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0949
 LR0949  HISTORY     - Date     Condition        Report By
 LR0949  HISTORY     - 1963     MONUMENTED       USGS
 LR0949
 LR0949                          STATION DESCRIPTION
 LR0949
 LR0949'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0949'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0949'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 LR0949'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 0.8 MILES
 LR0949'NORTHEAST ALONG ROAD, 1.1 MILES SOUTHEAST AND 0.9 MILES NORTHEAST OF
 LR0949'IZZENHOOD RANCH, AT A DIM ROAD, 36 FEET EAST OF THE NORTH ROAD AND 31
 LR0949'FEET NORTH OF THE DIM ROAD TO THE NORTHEAST, 4 FEET NORTHWEST OF A
 LR0949'STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0675 ***********************************************************************
 GS0675  DESIGNATION -  37 TJS
 GS0675  PID         -  GS0675
 GS0675  STATE/COUNTY-  NV/NYE
 GS0675  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0675
 GS0675                         *CURRENT SURVEY CONTROL
 GS0675  ___________________________________________________________________
 GS0675* NAD 83(1986)-  36 51 58.     (N)    116 28 15.     (W)     SCALED    
 GS0675* NAVD 88     -      1383.535  (meters)    4539.15   (feet)  ADJUSTED  
 GS0675  ___________________________________________________________________
 GS0675  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 GS0675  DYNAMIC HT  -        1381.938 (meters)    4533.91  (feet)  COMP
 GS0675  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 GS0675
 GS0675  VERT ORDER  -  FIRST     CLASS I
 GS0675
 GS0675.The horizontal coordinates were scaled from a topographic map and have
 GS0675.an estimated accuracy of +/- 6 seconds.
 GS0675
 GS0675.The orthometric height was determined by differential leveling
 GS0675.and adjusted by the National Geodetic Survey in May 2004..
 GS0675
 GS0675.The geoid height was determined by GEOID03.
 GS0675
 GS0675.The dynamic height is computed by dividing the NAVD 88
 GS0675.geopotential number by the normal gravity value computed on the
 GS0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0675.degrees latitude (g = 980.6199 gals.).
 GS0675
 GS0675.The modeled gravity was interpolated from observed gravity values.
 GS0675
 GS0675;                    North         East    Units  Estimated Accuracy
 GS0675;SPC NV C     - 6,234,790.      517,460.      MT  (+/- 180 meters Scaled)
 GS0675
 GS0675                          SUPERSEDED SURVEY CONTROL
 GS0675
 GS0675  NAVD 88 (??/??/92) 1383.545  (m)         4539.18   (f) UNKNOWN     3 0
 GS0675  NGVD 29 (05/01/91) 1382.566  (m)         4535.97   (f) ADJUSTED    1 1
 GS0675
 GS0675.Superseded values are not recommended for survey control.
 GS0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0675.See file dsdata.txt to determine how the superseded data were derived.
 GS0675
 GS0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA471801(NAD 83)
 GS0675_MARKER: DB = BENCH MARK DISK
 GS0675_SETTING: 66 = SET IN ROCK OUTCROP
 GS0675_SP_SET: BEDROCK
 GS0675_STAMPING: 37 TJS 1983
 GS0675_MARK LOGO: USGS  
 GS0675_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0675+STABILITY: POSITION/ELEVATION WELL
 GS0675
 GS0675  HISTORY     - Date     Condition        Report By
 GS0675  HISTORY     - 1983     MONUMENTED       USGS
 GS0675  HISTORY     - 1986     GOOD             USGS
 GS0675  HISTORY     - 1988     GOOD             USGS
 GS0675  HISTORY     - 19910226 GOOD             USGS
 GS0675  HISTORY     - 19930108 GOOD             USGS
 GS0675  HISTORY     - 19950113 GOOD             USGS
 GS0675
 GS0675                          STATION DESCRIPTION
 GS0675
 GS0675'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0675'49.4 KM (30.70 MI) EAST FROM BEATTY.
 GS0675'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0675'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0675'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0675'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0675'NORTHEASTERLY 6.05 MILES TO AN OLD TRACK ROAD, THENCE NORTHEAST ON
 GS0675'OLD TRACK ROAD 1.85 MILES, 43 FEET WEST OF THE CENTERLINE OF THE
 GS0675'ROAD,6 FEET SOUTH OF A ROCK CAIRN.
 GS0675
 GS0675                          STATION RECOVERY (1986)
 GS0675
 GS0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0675'RECOVERED IN GOOD CONDITION.
 GS0675
 GS0675                          STATION RECOVERY (1988)
 GS0675
 GS0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0675'RECOVERED IN GOOD CONDITION.
 GS0675
 GS0675                          STATION RECOVERY (1991)
 GS0675
 GS0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0675'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0675'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0675'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0675'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0675'NORTHEASTERLY 6.05 MILES TO AN OLD TRACK ROAD, THENCE NORTHEAST ON
 GS0675'OLD TRACK ROAD 1.85 MILES, 43 FEET WEST OF THE CENTERLINE OF THE
 GS0675'ROAD, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0675
 GS0675                          STATION RECOVERY (1993)
 GS0675
 GS0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0675'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0675'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0675'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0675'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0675'BEND IN THE ROAD, PROCEED NORTHEASTERLY 6.05 MILES (9.74 KM) TO AN
 GS0675'OLD TRACK ROAD, THENCE NORTHEAST ON OLD TRACK ROAD 1.85 MILES
 GS0675'(2.98 KM), 43 FEET (13.1 M) WEST OF THE CENTERLINE OF THE ROAD, 6
 GS0675'FEET (1.8 M) SOUTH OF A ROCK CAIRN.
 GS0675
 GS0675                          STATION RECOVERY (1995)
 GS0675
 GS0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0675'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0601 ***********************************************************************
 FS0601  DESIGNATION -  3730
 FS0601  PID         -  FS0601
 FS0601  STATE/COUNTY-  NV/CLARK
 FS0601  USGS QUAD   -  SEARCHLIGHT (1989)
 FS0601
 FS0601                         *CURRENT SURVEY CONTROL
 FS0601  ___________________________________________________________________
 FS0601* NAD 83(1986)-  35 29 16.     (N)    114 55 08.     (W)     SCALED    
 FS0601* NAVD 88     -      1137.435  (meters)    3731.73   (feet)  POSTED    
 FS0601  ___________________________________________________________________
 FS0601  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FS0601  DYNAMIC HT  -        1136.130 (meters)    3727.45  (feet)  COMP
 FS0601  MODELED GRAV-     979,448.8   (mgal)                       NAVD 88
 FS0601
 FS0601  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0601
 FS0601.The horizontal coordinates were scaled from a topographic map and have
 FS0601.an estimated accuracy of +/- 6 seconds.
 FS0601
 FS0601.The orthometric height was determined by differential leveling
 FS0601.and adjusted by the National Geodetic Survey in 1992..
 FS0601.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0601.rate of 1.1 thru 2.0 mm/km.
 FS0601
 FS0601.The geoid height was determined by GEOID03.
 FS0601
 FS0601.The dynamic height is computed by dividing the NAVD 88
 FS0601.geopotential number by the normal gravity value computed on the
 FS0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0601.degrees latitude (g = 980.6199 gals.).
 FS0601
 FS0601.The modeled gravity was interpolated from observed gravity values.
 FS0601
 FS0601;                    North         East    Units  Estimated Accuracy
 FS0601;SPC NV E     - 8,082,050.      260,290.      MT  (+/- 180 meters Scaled)
 FS0601
 FS0601                          SUPERSEDED SURVEY CONTROL
 FS0601
 FS0601  NGVD 29 (??/??/92) 1136.602  (m)         3729.00   (f) ADJ UNCH    1 1
 FS0601
 FS0601.Superseded values are not recommended for survey control.
 FS0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0601.See file dsdata.txt to determine how the superseded data were derived.
 FS0601
 FS0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV887291(NAD 83)
 FS0601_MARKER: DD = SURVEY DISK
 FS0601_SETTING: 80 = SET IN A BOULDER
 FS0601_SP_SET: BOULDER
 FS0601_STAMPING: 3730 B 1909
 FS0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0601+STABILITY: SURFACE MOTION
 FS0601
 FS0601  HISTORY     - Date     Condition        Report By
 FS0601  HISTORY     - 1909     MONUMENTED       USGS
 FS0601  HISTORY     - 1949     GOOD             NGS
 FS0601  HISTORY     - 1963     GOOD             NGS
 FS0601
 FS0601                          STATION DESCRIPTION
 FS0601
 FS0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0601'1.9 MI N FROM SEARCHLIGHT.
 FS0601'1.9 MILES NORTH ALONG OLD STATE HIGHWAY 5 FROM THE POST OFFICE
 FS0601'AT SEARCHLIGHT, ABOUT 200 YARDS EAST OF A SMALL GROUP OF
 FS0601'BUILDINGS, IN THE TOP OF A SMALL GRANITE BOULDER, 0.1 MILE
 FS0601'NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 95, 130 FEET
 FS0601'EAST OF THE CENTER OF THE INTERSECTION OF A NORTHEAST-SOUTHWEST
 FS0601'GRAVELED ROAD, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FS0601'ROAD, 50 FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 FS0601'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 FS0601
 FS0601                          STATION RECOVERY (1963)
 FS0601
 FS0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0004 ***********************************************************************
 KR0004  DESIGNATION -  3756
 KR0004  PID         -  KR0004
 KR0004  STATE/COUNTY-  NV/CHURCHILL
 KR0004  USGS QUAD   -  JOB PEAK (1982)
 KR0004
 KR0004                         *CURRENT SURVEY CONTROL
 KR0004  ___________________________________________________________________
 KR0004* NAD 83(1986)-  39 32 25.     (N)    118 08 35.     (W)     SCALED    
 KR0004* NAVD 88     -      1143.189  (meters)    3750.61   (feet)  ADJUSTED  
 KR0004  ___________________________________________________________________
 KR0004  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 KR0004  DYNAMIC HT  -        1142.189 (meters)    3747.33  (feet)  COMP
 KR0004  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 KR0004
 KR0004  VERT ORDER  -  FIRST     CLASS II
 KR0004
 KR0004.The horizontal coordinates were scaled from a topographic map and have
 KR0004.an estimated accuracy of +/- 6 seconds.
 KR0004
 KR0004.The orthometric height was determined by differential leveling
 KR0004.and adjusted by the National Geodetic Survey in June 1991..
 KR0004
 KR0004.The geoid height was determined by GEOID03.
 KR0004
 KR0004.The dynamic height is computed by dividing the NAVD 88
 KR0004.geopotential number by the normal gravity value computed on the
 KR0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0004.degrees latitude (g = 980.6199 gals.).
 KR0004
 KR0004.The modeled gravity was interpolated from observed gravity values.
 KR0004
 KR0004;                    North         East    Units  Estimated Accuracy
 KR0004;SPC NV W     - 4,531,670.      837,840.      MT  (+/- 180 meters Scaled)
 KR0004
 KR0004                          SUPERSEDED SURVEY CONTROL
 KR0004
 KR0004  NGVD 29 (??/??/92) 1142.191  (m)         3747.34   (f) ADJ UNCH    1 2
 KR0004
 KR0004.Superseded values are not recommended for survey control.
 KR0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0004.See file dsdata.txt to determine how the superseded data were derived.
 KR0004
 KR0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD017773(NAD 83)
 KR0004_MARKER: DD = SURVEY DISK
 KR0004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0004_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0004_STAMPING: 3756 1908
 KR0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0004
 KR0004  HISTORY     - Date     Condition        Report By
 KR0004  HISTORY     - 1908     MONUMENTED       USGS
 KR0004  HISTORY     - 1955     GOOD             NGS
 KR0004
 KR0004                          STATION DESCRIPTION
 KR0004
 KR0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0004'23.7 MI N FROM FRENCHMAN STATION.
 KR0004'5.0 MILES EAST ALONG U. S. HIGHWAY 50 FROM FRENCHMAN STATION, THENCE
 KR0004'18.7 MILES NORTH ALONG A COUNTY GRADED ROAD LEADING TO DIXIE VALLEY,
 KR0004'279 1/2 FEET SOUTH OF THE INTERSECTION OF GRADED ROADS EAST AND
 KR0004'NORTHEAST AND A TRACK ROAD LEADING SOUTHWEST, 140 FEET WEST OF THE
 KR0004'CENTER LINE OF THE COUNTY ROAD, 13 FEET SOUTHEAST OF THE CENTER LINE
 KR0004'OF THE TRACK ROAD, 3.5 FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET
 KR0004'HIGHER THAN THE COUNTY ROAD, ABOUT 1/2 FOOT HIGHER THAN THE TRACK
 KR0004'ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.7
 KR0004'FOOT ABOVE THE GROUND.  NOTE-- SLANTING MARK.  ROD HELD OVER LETTERS
 KR0004'B. M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0715 ***********************************************************************
 LR0715  DESIGNATION -  38
 LR0715  PID         -  LR0715
 LR0715  STATE/COUNTY-  NV/HUMBOLDT
 LR0715  USGS QUAD   -  WESO (1983)
 LR0715
 LR0715                         *CURRENT SURVEY CONTROL
 LR0715  ___________________________________________________________________
 LR0715* NAD 83(1986)-  41 00 03.     (N)    117 39 13.     (W)     SCALED    
 LR0715* NAVD 88     -      1374.383  (meters)    4509.12   (feet)  ADJUSTED  
 LR0715  ___________________________________________________________________
 LR0715  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 LR0715  DYNAMIC HT  -        1373.338 (meters)    4505.69  (feet)  COMP
 LR0715  MODELED GRAV-     979,816.0   (mgal)                       NAVD 88
 LR0715
 LR0715  VERT ORDER  -  FIRST     CLASS II
 LR0715
 LR0715.The horizontal coordinates were scaled from a topographic map and have
 LR0715.an estimated accuracy of +/- 6 seconds.
 LR0715
 LR0715.The orthometric height was determined by differential leveling
 LR0715.and adjusted by the National Geodetic Survey in June 1991..
 LR0715
 LR0715.The geoid height was determined by GEOID03.
 LR0715
 LR0715.The dynamic height is computed by dividing the NAVD 88
 LR0715.geopotential number by the normal gravity value computed on the
 LR0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0715.degrees latitude (g = 980.6199 gals.).
 LR0715
 LR0715.The modeled gravity was interpolated from observed gravity values.
 LR0715
 LR0715;                    North         East    Units  Estimated Accuracy
 LR0715;SPC NV W     - 4,694,150.      878,210.      MT  (+/- 180 meters Scaled)
 LR0715
 LR0715                          SUPERSEDED SURVEY CONTROL
 LR0715
 LR0715.No superseded survey control is available for this station.
 LR0715
 LR0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF450390(NAD 83)
 LR0715_MARKER: DD = SURVEY DISK
 LR0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0715_STAMPING: BM I-001-3 (2) 38
 LR0715_MARK LOGO: NVDH  
 LR0715_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0715+STABILITY: SURFACE MOTION
 LR0715
 LR0715  HISTORY     - Date     Condition        Report By
 LR0715  HISTORY     - UNK      MONUMENTED       NVDH
 LR0715  HISTORY     - 1958     GOOD             NGS
 LR0715  HISTORY     - 1984     GOOD             NGS
 LR0715
 LR0715                          STATION DESCRIPTION
 LR0715
 LR0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0715'4.45 MI NE FROM WINNEMUCCA.
 LR0715'4.45 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 LR0715'U.S. 40 AND BRIDGE STREET AT WINNEMUCCA, 298.0 FEET SOUTHEAST OF THE
 LR0715'CENTERLINE OF HIGHWAY, 197.0 FEET SOUTHEAST OF A FENCE LINE, 4.0 FEET
 LR0715'NORTHWEST OF A METAL WITNESS POST, SET IN A ROUND CONCRETE POST
 LR0715'PROJECTING 1 INCH ABOVE GROUND SURFACE.
 LR0715
 LR0715                          STATION RECOVERY (1984)
 LR0715
 LR0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0715'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.35 KM
 LR0715'(2.7 MI) NORTHEAST ALONG STATE HIGHWAY 289 FROM THE JUNCTION OF US
 LR0715'HIGHWAY 95 AT WINNEMUCCA, THENCE 3.9 KM (2.4 MI) NORTHEAST ALONG
 LR0715'INTERSTATE 80, 0.1 KM (0.05 MI) SOUTHWEST OF MILEPOST 183, 48.1 METERS
 LR0715'(158 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE, 44.9 METERS
 LR0715'(147.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE AND 1.2 METERS (4 FT)
 LR0715'NORTHWEST OF A STEEL POST.
 LR0715'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 LR0715'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0352 ***********************************************************************
 GR0352  DESIGNATION -  38 B
 GR0352  PID         -  GR0352
 GR0352  STATE/COUNTY-  NV/CLARK
 GR0352  USGS QUAD   -  GOLD BUTTE (1984)
 GR0352
 GR0352                         *CURRENT SURVEY CONTROL
 GR0352  ___________________________________________________________________
 GR0352* NAD 83(1986)-  36 18 58.     (N)    114 14 08.     (W)     SCALED    
 GR0352* NAVD 88     -       946.012  (meters)    3103.71   (feet)  POSTED    
 GR0352  ___________________________________________________________________
 GR0352  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 GR0352  DYNAMIC HT  -         945.040 (meters)    3100.52  (feet)  COMP
 GR0352  MODELED GRAV-     979,576.7   (mgal)                       NAVD 88
 GR0352
 GR0352  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0352
 GR0352.The horizontal coordinates were scaled from a topographic map and have
 GR0352.an estimated accuracy of +/- 6 seconds.
 GR0352
 GR0352.The orthometric height was determined by differential leveling
 GR0352.and adjusted by the National Geodetic Survey in 1992..
 GR0352.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0352.rate of 0.0 thru 1.0 mm/km.
 GR0352
 GR0352.The geoid height was determined by GEOID03.
 GR0352
 GR0352.The dynamic height is computed by dividing the NAVD 88
 GR0352.geopotential number by the normal gravity value computed on the
 GR0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0352.degrees latitude (g = 980.6199 gals.).
 GR0352
 GR0352.The modeled gravity was interpolated from observed gravity values.
 GR0352
 GR0352;                    North         East    Units  Estimated Accuracy
 GR0352;SPC NV E     - 8,174,590.      321,030.      MT  (+/- 180 meters Scaled)
 GR0352
 GR0352                          SUPERSEDED SURVEY CONTROL
 GR0352
 GR0352  NGVD 29 (??/??/92)  945.304  (m)         3101.38   (f) ADJ UNCH    1 1
 GR0352
 GR0352.Superseded values are not recommended for survey control.
 GR0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0352.See file dsdata.txt to determine how the superseded data were derived.
 GR0352
 GR0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA481225(NAD 83)
 GR0352_MARKER: DD = SURVEY DISK
 GR0352_SETTING: 66 = SET IN ROCK OUTCROP
 GR0352_SP_SET: LIMESTONE OUTCROP
 GR0352_STAMPING: B 3104 1930 38
 GR0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0352+STABILITY: POSITION/ELEVATION WELL
 GR0352
 GR0352  HISTORY     - Date     Condition        Report By
 GR0352  HISTORY     - 1930     MONUMENTED       USGS
 GR0352  HISTORY     - 1950     GOOD             NGS
 GR0352
 GR0352                          STATION DESCRIPTION
 GR0352
 GR0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0352'3.8 MI NW FROM GOLD BUTTE RANCHHOUSE.
 GR0352'3.8 MILES NORTHWEST ALONG AN ABANDONED ROAD AND GOLD BUTTE WASH FROM
 GR0352'THE GOLD BUTTE RANCHHOUSE, 0.55 MILE SOUTH OF A PROMINENT YELLOW
 GR0352'LIMESTONE HILL ON THE EAST SIDE OF THE ROAD, 0.15 MILE NORTH OF A
 GR0352'POINT WHERE THE ROAD ENTERS A WASH, ON THE WEST BANK OF THE WASH, IN
 GR0352'THE TOP OF A LIMESTONE OUTCROP AT THE EAST BASE OF A SMALL HILL, 13
 GR0352'1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 2 1/2 FEET HIGHER
 GR0352'THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0581 ***********************************************************************
 MU0581  DESIGNATION -  38 BKC
 MU0581  PID         -  MU0581
 MU0581  STATE/COUNTY-  NV/ELKO
 MU0581  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0581
 MU0581                         *CURRENT SURVEY CONTROL
 MU0581  ___________________________________________________________________
 MU0581* NAD 83(1986)-  41 31 27.     (N)    116 44 29.     (W)     SCALED    
 MU0581* NAVD 88     -      1667.344  (meters)    5470.28   (feet)  POSTED    
 MU0581  ___________________________________________________________________
 MU0581  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 MU0581  DYNAMIC HT  -        1666.080 (meters)    5466.13  (feet)  COMP
 MU0581  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 MU0581
 MU0581  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0581
 MU0581.The horizontal coordinates were scaled from a topographic map and have
 MU0581.an estimated accuracy of +/- 6 seconds.
 MU0581
 MU0581.The orthometric height was determined by differential leveling
 MU0581.and adjusted by the National Geodetic Survey in 1992..
 MU0581.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0581.rate of 0.0 thru 1.0 mm/km.
 MU0581
 MU0581.The geoid height was determined by GEOID03.
 MU0581
 MU0581.The dynamic height is computed by dividing the NAVD 88
 MU0581.geopotential number by the normal gravity value computed on the
 MU0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0581.degrees latitude (g = 980.6199 gals.).
 MU0581
 MU0581.The modeled gravity was interpolated from observed gravity values.
 MU0581
 MU0581;                    North         East    Units  Estimated Accuracy
 MU0581;SPC NV E     - 8,752,500.      103,350.      MT  (+/- 180 meters Scaled)
 MU0581
 MU0581                          SUPERSEDED SURVEY CONTROL
 MU0581
 MU0581.No superseded survey control is available for this station.
 MU0581
 MU0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF215969(NAD 83)
 MU0581_MARKER: DD = SURVEY DISK
 MU0581_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0581_SP_SET: COPPER-CLAD STEEL ROD
 MU0581_STAMPING: 38 BKC 1973 5466
 MU0581_MARK LOGO: USGS  
 MU0581_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0581+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0581
 MU0581  HISTORY     - Date     Condition        Report By
 MU0581  HISTORY     - 1973     MONUMENTED       USGS
 MU0581
 MU0581                          STATION DESCRIPTION
 MU0581
 MU0581'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0581'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0581'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0581'THENCE 6.2 MILES WEST ALONG ROAD, 12.1 MILES WEST OF WINTERS RANCH
 MU0581'-STONE HOUSE-, 49 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT
 MU0581'SOUTH OF A WITNESS POST, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH
 MU0581'BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0456 ***********************************************************************
 JP0456  DESIGNATION -  38 DOR
 JP0456  PID         -  JP0456
 JP0456  STATE/COUNTY-  NV/LINCOLN
 JP0456  USGS QUAD   -  SILVER KING MTN SW (1971)
 JP0456
 JP0456                         *CURRENT SURVEY CONTROL
 JP0456  ___________________________________________________________________
 JP0456* NAD 83(1986)-  38 05 38.     (N)    114 53 23.     (W)     SCALED    
 JP0456* NAVD 88     -      1627.620  (meters)    5339.95   (feet)  ADJUSTED  
 JP0456  ___________________________________________________________________
 JP0456  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 JP0456  DYNAMIC HT  -        1625.857 (meters)    5334.17  (feet)  COMP
 JP0456  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 JP0456
 JP0456  VERT ORDER  -  SECOND    CLASS 0
 JP0456
 JP0456.The horizontal coordinates were scaled from a topographic map and have
 JP0456.an estimated accuracy of +/- 6 seconds.
 JP0456
 JP0456.The orthometric height was determined by differential leveling
 JP0456.and adjusted by the National Geodetic Survey in June 1991..
 JP0456
 JP0456.The geoid height was determined by GEOID03.
 JP0456
 JP0456.The dynamic height is computed by dividing the NAVD 88
 JP0456.geopotential number by the normal gravity value computed on the
 JP0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0456.degrees latitude (g = 980.6199 gals.).
 JP0456
 JP0456.The modeled gravity was interpolated from observed gravity values.
 JP0456
 JP0456;                    North         East    Units  Estimated Accuracy
 JP0456;SPC NV E     - 8,371,250.      260,840.      MT  (+/- 180 meters Scaled)
 JP0456
 JP0456                          SUPERSEDED SURVEY CONTROL
 JP0456
 JP0456.No superseded survey control is available for this station.
 JP0456
 JP0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC850183(NAD 83)
 JP0456_MARKER: DD = SURVEY DISK
 JP0456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0456_SP_SET: COPPER-CLAD STEEL ROD
 JP0456_STAMPING: 38 DOR 1968 5337
 JP0456_MARK LOGO: USGS  
 JP0456_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0456+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0456
 JP0456  HISTORY     - Date     Condition        Report By
 JP0456  HISTORY     - 1968     MONUMENTED       USGS
 JP0456
 JP0456                          STATION DESCRIPTION
 JP0456
 JP0456'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0456'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0456'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 19.1 MILES
 JP0456'WEST, 70 FEET EAST AND 2 FEET LOWER THAN THE ROAD, 60 FEET WEST OF A
 JP0456'DRY WASH, 2 FEET WEST OF A WITNESS SIGN, SET ON A COPPER-COATED ROD
 JP0456'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0540 ***********************************************************************
 JP0540  DESIGNATION -  38 DOR
 JP0540  PID         -  JP0540
 JP0540  STATE/COUNTY-  NV/LINCOLN
 JP0540  USGS QUAD   -  GRASSY MTN (1973)
 JP0540
 JP0540                         *CURRENT SURVEY CONTROL
 JP0540  ___________________________________________________________________
 JP0540* NAD 83(1986)-  38 19 16.     (N)    114 38 43.     (W)     SCALED    
 JP0540* NAVD 88     -      1951.552  (meters)    6402.72   (feet)  ADJUSTED  
 JP0540  ___________________________________________________________________
 JP0540  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 JP0540  DYNAMIC HT  -        1949.285 (meters)    6395.28  (feet)  COMP
 JP0540  MODELED GRAV-     979,398.3   (mgal)                       NAVD 88
 JP0540
 JP0540  VERT ORDER  -  SECOND    CLASS 0
 JP0540
 JP0540.The horizontal coordinates were scaled from a topographic map and have
 JP0540.an estimated accuracy of +/- 6 seconds.
 JP0540
 JP0540.The orthometric height was determined by differential leveling
 JP0540.and adjusted by the National Geodetic Survey in August 1995..
 JP0540
 JP0540.The geoid height was determined by GEOID03.
 JP0540
 JP0540.The dynamic height is computed by dividing the NAVD 88
 JP0540.geopotential number by the normal gravity value computed on the
 JP0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0540.degrees latitude (g = 980.6199 gals.).
 JP0540
 JP0540.The modeled gravity was interpolated from observed gravity values.
 JP0540
 JP0540;                    North         East    Units  Estimated Accuracy
 JP0540;SPC NV E     - 8,396,660.      282,020.      MT  (+/- 180 meters Scaled)
 JP0540
 JP0540                          SUPERSEDED SURVEY CONTROL
 JP0540
 JP0540.No superseded survey control is available for this station.
 JP0540
 JP0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC058440(NAD 83)
 JP0540_MARKER: DD = SURVEY DISK
 JP0540_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0540_SP_SET: COPPER-CLAD STEEL ROD
 JP0540_STAMPING: 38 DOR 1971 6398
 JP0540_MARK LOGO: USGS  
 JP0540_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0540
 JP0540  HISTORY     - Date     Condition        Report By
 JP0540  HISTORY     - 1971     MONUMENTED       USGS
 JP0540
 JP0540                          STATION DESCRIPTION
 JP0540
 JP0540'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0540'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0540'HIGHWAY 93 TO A T-ROAD WEST, THENCE 2.0 MILES WEST TO A Y-ROAD
 JP0540'SOUTHWEST, 60 FEET SOUTH OF AND 3 FEET LOWER THAN CENTERLINE OF THE
 JP0540'ROAD, 40 FEET NORTHWEST OF AND 3 FEET HIGHER THAN Y-ROAD SOUTHWEST,
 JP0540'2 FEET NORTHEAST OF A WITNESS POST, ON A 5/8 INCH COPPER COATED
 JP0540'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0603 ***********************************************************************
 JP0603  DESIGNATION -  38 DOR
 JP0603  PID         -  JP0603
 JP0603  STATE/COUNTY-  NV/LINCOLN
 JP0603  USGS QUAD   -  PARKER STATION (1969)
 JP0603
 JP0603                         *CURRENT SURVEY CONTROL
 JP0603  ___________________________________________________________________
 JP0603* NAD 83(1986)-  38 40 16.     (N)    114 49 58.     (W)     SCALED    
 JP0603* NAVD 88     -      1983.124  (meters)    6506.30   (feet)  ADJUSTED  
 JP0603  ___________________________________________________________________
 JP0603  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 JP0603  DYNAMIC HT  -        1980.905 (meters)    6499.02  (feet)  COMP
 JP0603  MODELED GRAV-     979,438.8   (mgal)                       NAVD 88
 JP0603
 JP0603  VERT ORDER  -  SECOND    CLASS 0
 JP0603
 JP0603.The horizontal coordinates were scaled from a topographic map and have
 JP0603.an estimated accuracy of +/- 6 seconds.
 JP0603
 JP0603.The orthometric height was determined by differential leveling
 JP0603.and adjusted by the National Geodetic Survey in August 1995..
 JP0603
 JP0603.The geoid height was determined by GEOID03.
 JP0603
 JP0603.The dynamic height is computed by dividing the NAVD 88
 JP0603.geopotential number by the normal gravity value computed on the
 JP0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0603.degrees latitude (g = 980.6199 gals.).
 JP0603
 JP0603.The modeled gravity was interpolated from observed gravity values.
 JP0603
 JP0603;                    North         East    Units  Estimated Accuracy
 JP0603;SPC NV E     - 8,435,360.      265,310.      MT  (+/- 180 meters Scaled)
 JP0603
 JP0603                          SUPERSEDED SURVEY CONTROL
 JP0603
 JP0603.No superseded survey control is available for this station.
 JP0603
 JP0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC885825(NAD 83)
 JP0603_MARKER: DD = SURVEY DISK
 JP0603_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0603_SP_SET: COPPER-CLAD STEEL ROD
 JP0603_STAMPING: 38 DOR 1973 6502
 JP0603_MARK LOGO: USGS  
 JP0603_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0603
 JP0603  HISTORY     - Date     Condition        Report By
 JP0603  HISTORY     - 1973     MONUMENTED       USGS
 JP0603
 JP0603                          STATION DESCRIPTION
 JP0603
 JP0603'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0603'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0603'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 37.9 MILES
 JP0603'SOUTH TO A FENCE CORNER, 28 FEET SOUTH OF THE FENCE CORNER, 15 FEET
 JP0603'WEST OF THE CENTERLINE OF THE ROAD, 0.5 FOOT EAST OF A FENCE,  A 5/8
 JP0603'COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND
 JP0603'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0567 ***********************************************************************
 MU0567  DESIGNATION -  38 FMK
 MU0567  PID         -  MU0567
 MU0567  STATE/COUNTY-  NV/ELKO
 MU0567  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0567
 MU0567                         *CURRENT SURVEY CONTROL
 MU0567  ___________________________________________________________________
 MU0567* NAD 83(1986)-  41 36 06.     (N)    116 38 51.     (W)     SCALED    
 MU0567* NAVD 88     -      1624.808  (meters)    5330.72   (feet)  POSTED    
 MU0567  ___________________________________________________________________
 MU0567  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 MU0567  DYNAMIC HT  -        1623.580 (meters)    5326.70  (feet)  COMP
 MU0567  MODELED GRAV-     979,812.8   (mgal)                       NAVD 88
 MU0567
 MU0567  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0567
 MU0567.The horizontal coordinates were scaled from a topographic map and have
 MU0567.an estimated accuracy of +/- 6 seconds.
 MU0567
 MU0567.The orthometric height was determined by differential leveling
 MU0567.and adjusted by the National Geodetic Survey in 1992..
 MU0567.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0567.rate of 1.1 thru 2.0 mm/km.
 MU0567
 MU0567.The geoid height was determined by GEOID03.
 MU0567
 MU0567.The dynamic height is computed by dividing the NAVD 88
 MU0567.geopotential number by the normal gravity value computed on the
 MU0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0567.degrees latitude (g = 980.6199 gals.).
 MU0567
 MU0567.The modeled gravity was interpolated from observed gravity values.
 MU0567
 MU0567;                    North         East    Units  Estimated Accuracy
 MU0567;SPC NV E     - 8,761,010.      111,290.      MT  (+/- 180 meters Scaled)
 MU0567
 MU0567                          SUPERSEDED SURVEY CONTROL
 MU0567
 MU0567  NGVD 29 (??/??/92) 1623.69   (m)         5327.1    (f) COMPUTED    2 0
 MU0567
 MU0567.Superseded values are not recommended for survey control.
 MU0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0567.See file dsdata.txt to determine how the superseded data were derived.
 MU0567
 MU0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG293056(NAD 83)
 MU0567_MARKER: DD = SURVEY DISK
 MU0567_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0567_SP_SET: COPPER-CLAD STEEL ROD
 MU0567_STAMPING: 38 FMK 1973 5329
 MU0567_MARK LOGO: USGS  
 MU0567_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0567+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0567
 MU0567  HISTORY     - Date     Condition        Report By
 MU0567  HISTORY     - 1973     MONUMENTED       USGS
 MU0567
 MU0567                          STATION DESCRIPTION
 MU0567
 MU0567'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0567'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0567'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0567'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0567'ALONG ROAD, THENCE 5.1 MILES NORTH-NORTHEAST ALONG TRACK ROAD, 10.9
 MU0567'MILES SOUTH AND 0.8 MILES WEST OF DESERT RANCH, 59 FEET EAST OF THE
 MU0567'CENTERLINE OF THE ROAD, 3 FEET WEST OF A WITNESS POST, A COPPER-COATED
 MU0567'ROD ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0514 ***********************************************************************
 MU0514  DESIGNATION -  38 HEI
 MU0514  PID         -  MU0514
 MU0514  STATE/COUNTY-  NV/HUMBOLDT
 MU0514  USGS QUAD   -  MAHOGANY SPRING (1980)
 MU0514
 MU0514                         *CURRENT SURVEY CONTROL
 MU0514  ___________________________________________________________________
 MU0514* NAD 83(1986)-  41 59 06.     (N)    117 18 04.     (W)     SCALED    
 MU0514* NAVD 88     -      1856.726  (meters)    6091.61   (feet)  POSTED    
 MU0514  ___________________________________________________________________
 MU0514  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 MU0514  DYNAMIC HT  -        1855.330 (meters)    6087.03  (feet)  COMP
 MU0514  MODELED GRAV-     979,803.5   (mgal)                       NAVD 88
 MU0514
 MU0514  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0514
 MU0514.The horizontal coordinates were scaled from a topographic map and have
 MU0514.an estimated accuracy of +/- 6 seconds.
 MU0514
 MU0514.The orthometric height was determined by differential leveling
 MU0514.and adjusted by the National Geodetic Survey in 1992..
 MU0514.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0514.rate of 0.0 thru 1.0 mm/km.
 MU0514
 MU0514.The geoid height was determined by GEOID03.
 MU0514
 MU0514.The dynamic height is computed by dividing the NAVD 88
 MU0514.geopotential number by the normal gravity value computed on the
 MU0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0514.degrees latitude (g = 980.6199 gals.).
 MU0514
 MU0514.The modeled gravity was interpolated from observed gravity values.
 MU0514
 MU0514;                    North         East    Units  Estimated Accuracy
 MU0514;SPC NV W     - 4,803,830.      906,250.      MT  (+/- 180 meters Scaled)
 MU0514
 MU0514                          SUPERSEDED SURVEY CONTROL
 MU0514
 MU0514.No superseded survey control is available for this station.
 MU0514
 MU0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG750481(NAD 83)
 MU0514_MARKER: DD = SURVEY DISK
 MU0514_SETTING: 66 = SET IN ROCK OUTCROP
 MU0514_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0514_STAMPING: 38 HEI 1974 6087
 MU0514_MARK LOGO: USGS  
 MU0514_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0514+STABILITY: POSITION/ELEVATION WELL
 MU0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0514+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0514
 MU0514  HISTORY     - Date     Condition        Report By
 MU0514  HISTORY     - 1974     MONUMENTED       USGS
 MU0514
 MU0514                          STATION DESCRIPTION
 MU0514
 MU0514'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0514'FROM GREELY CROSSING, NEVADA, PROCEED 22.8 MILES NORTH ALONG ROAD TO
 MU0514'CROSSROADS, THENCE 3.0 MILES NORTHEAST ALONG RIGHT FORK AND GENERALLY
 MU0514'NORTH, 150 FEET NORTH OF A DRAIN CROSSING THE ROAD, 47 FEET WEST AND
 MU0514'2.5 FEET HIGHER THAN THE CENTERLINE OF THE ROAD (CAIRN), SET IN ROCK
 MU0514'OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0514 ***********************************************************************
 LS0514  DESIGNATION -  38 HJH
 LS0514  PID         -  LS0514
 LS0514  STATE/COUNTY-  NV/WASHOE
 LS0514  USGS QUAD   -  PURGATORY PEAK (1990)
 LS0514
 LS0514                         *CURRENT SURVEY CONTROL
 LS0514  ___________________________________________________________________
 LS0514* NAD 83(1986)-  40 17 35.     (N)    119 21 27.     (W)     SCALED    
 LS0514* NAVD 88     -      1182.132  (meters)    3878.38   (feet)  ADJUSTED  
 LS0514  ___________________________________________________________________
 LS0514  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 LS0514  DYNAMIC HT  -        1181.213 (meters)    3875.36  (feet)  COMP
 LS0514  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 LS0514
 LS0514  VERT ORDER  -  SECOND    CLASS 0
 LS0514
 LS0514.The horizontal coordinates were scaled from a topographic map and have
 LS0514.an estimated accuracy of +/- 6 seconds.
 LS0514
 LS0514.The orthometric height was determined by differential leveling
 LS0514.and adjusted by the National Geodetic Survey in June 1991..
 LS0514
 LS0514.The geoid height was determined by GEOID03.
 LS0514
 LS0514.The dynamic height is computed by dividing the NAVD 88
 LS0514.geopotential number by the normal gravity value computed on the
 LS0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0514.degrees latitude (g = 980.6199 gals.).
 LS0514
 LS0514.The modeled gravity was interpolated from observed gravity values.
 LS0514
 LS0514;                    North         East    Units  Estimated Accuracy
 LS0514;SPC NV W     - 4,615,440.      734,180.      MT  (+/- 180 meters Scaled)
 LS0514
 LS0514                          SUPERSEDED SURVEY CONTROL
 LS0514
 LS0514  NGVD 29 (??/??/92) 1181.164  (m)         3875.20   (f) ADJ UNCH    2 0
 LS0514
 LS0514.Superseded values are not recommended for survey control.
 LS0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0514.See file dsdata.txt to determine how the superseded data were derived.
 LS0514
 LS0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE996629(NAD 83)
 LS0514_MARKER: DB = BENCH MARK DISK
 LS0514_SETTING: 80 = SET IN A BOULDER
 LS0514_SP_SET: BOULDER
 LS0514_STAMPING: 38 HJH 1962 3875
 LS0514_MARK LOGO: USGS  
 LS0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0514+STABILITY: SURFACE MOTION
 LS0514
 LS0514  HISTORY     - Date     Condition        Report By
 LS0514  HISTORY     - 1962     MONUMENTED       USGS
 LS0514
 LS0514                          STATION DESCRIPTION
 LS0514
 LS0514'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0514'41.5 KM (25.80 MI) SOUTH FROM GERLACH.
 LS0514'25.8 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34, 58 FEET WEST OF
 LS0514'THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0492 ***********************************************************************
 MV0492  DESIGNATION -  38 LRC
 MV0492  PID         -  MV0492
 MV0492  STATE/COUNTY-  NV/HUMBOLDT
 MV0492  USGS QUAD   -  PIDGEON SPRING SW (1980)
 MV0492
 MV0492                         *CURRENT SURVEY CONTROL
 MV0492  ___________________________________________________________________
 MV0492* NAD 83(1986)-  41 05 23.     (N)    118 53 42.     (W)     SCALED    
 MV0492* NAVD 88     -      1204.437  (meters)    3951.56   (feet)  ADJUSTED  
 MV0492  ___________________________________________________________________
 MV0492  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 MV0492  DYNAMIC HT  -        1203.578 (meters)    3948.74  (feet)  COMP
 MV0492  MODELED GRAV-     979,869.0   (mgal)                       NAVD 88
 MV0492
 MV0492  VERT ORDER  -  SECOND    CLASS 0
 MV0492
 MV0492.The horizontal coordinates were scaled from a topographic map and have
 MV0492.an estimated accuracy of +/- 6 seconds.
 MV0492
 MV0492.The orthometric height was determined by differential leveling
 MV0492.and adjusted by the National Geodetic Survey in June 1991..
 MV0492
 MV0492.The geoid height was determined by GEOID03.
 MV0492
 MV0492.The dynamic height is computed by dividing the NAVD 88
 MV0492.geopotential number by the normal gravity value computed on the
 MV0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0492.degrees latitude (g = 980.6199 gals.).
 MV0492
 MV0492.The modeled gravity was interpolated from observed gravity values.
 MV0492
 MV0492;                    North         East    Units  Estimated Accuracy
 MV0492;SPC NV W     - 4,703,660.      773,820.      MT  (+/- 180 meters Scaled)
 MV0492
 MV0492                          SUPERSEDED SURVEY CONTROL
 MV0492
 MV0492.No superseded survey control is available for this station.
 MV0492
 MV0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF408504(NAD 83)
 MV0492_MARKER: DD = SURVEY DISK
 MV0492_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0492_SP_SET: COPPER-CLAD STEEL ROD
 MV0492_STAMPING: 38 LRC 1972 3948
 MV0492_MARK LOGO: USGS  
 MV0492_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0492+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0492
 MV0492  HISTORY     - Date     Condition        Report By
 MV0492  HISTORY     - 1972     MONUMENTED       USGS
 MV0492
 MV0492                          STATION DESCRIPTION
 MV0492
 MV0492'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0492'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0492'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0492'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0492'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 9.7 MILES NORTH
 MV0492'ALONG TRACK ROAD TO A SAND HILL EAST OF THE ROAD, 16.9 MILES SOUTH OF
 MV0492'PAHUTE MEADOW RANCH, 60 FEET EAST OF THE CENTERLINE OF THE ROAD ON THE
 MV0492'SOUTHWEST END OF A SAND RIDGE, 2 FEET WEST OF A WITNESS POST, ENCASED
 MV0492'IN DRAINPIPE CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0950 ***********************************************************************
 LR0950  DESIGNATION -  38 O
 LR0950  PID         -  LR0950
 LR0950  STATE/COUNTY-  NV/LANDER
 LR0950  USGS QUAD   -  IZZENHOOD GAP (1965)
 LR0950
 LR0950                         *CURRENT SURVEY CONTROL
 LR0950  ___________________________________________________________________
 LR0950* NAD 83(1986)-  40 56 10.     (N)    116 51 55.     (W)     SCALED    
 LR0950* NAVD 88     -      1476.300  (meters)    4843.49   (feet)  POSTED    
 LR0950  ___________________________________________________________________
 LR0950  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 LR0950  DYNAMIC HT  -        1475.150 (meters)    4839.72  (feet)  COMP
 LR0950  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 LR0950
 LR0950  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0950
 LR0950.The horizontal coordinates were scaled from a topographic map and have
 LR0950.an estimated accuracy of +/- 6 seconds.
 LR0950
 LR0950.The orthometric height was determined by differential leveling
 LR0950.and adjusted by the National Geodetic Survey in 1992..
 LR0950.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0950.rate of 0.0 thru 1.0 mm/km.
 LR0950
 LR0950.The geoid height was determined by GEOID03.
 LR0950
 LR0950.The dynamic height is computed by dividing the NAVD 88
 LR0950.geopotential number by the normal gravity value computed on the
 LR0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0950.degrees latitude (g = 980.6199 gals.).
 LR0950
 LR0950.The modeled gravity was interpolated from observed gravity values.
 LR0950
 LR0950;                    North         East    Units  Estimated Accuracy
 LR0950;SPC NV C     - 6,686,570.      483,280.      MT  (+/- 180 meters Scaled)
 LR0950
 LR0950                          SUPERSEDED SURVEY CONTROL
 LR0950
 LR0950.No superseded survey control is available for this station.
 LR0950
 LR0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF113316(NAD 83)
 LR0950_MARKER: DD = SURVEY DISK
 LR0950_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LR0950_SP_SET: PREFAB CONC. POST IN EARTH
 LR0950_STAMPING: 38 O 1963
 LR0950_MARK LOGO: USGS  
 LR0950_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0950+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0950
 LR0950  HISTORY     - Date     Condition        Report By
 LR0950  HISTORY     - 1963     MONUMENTED       USGS
 LR0950
 LR0950                          STATION DESCRIPTION
 LR0950
 LR0950'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0950'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0950'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 LR0950'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 2.7 MILES
 LR0950'NORTHEAST ALONG ROAD, 1.1 MILES SOUTHEAST AND 3.0 MILES NORTHEAST OF
 LR0950'IZZENHOOD RANCH, ON A SAGE COVERED HILLSIDE, 52 FEET EAST OF THE
 LR0950'CENTERLINE OF THE ROAD, 5 FEET NORTHEAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0676 ***********************************************************************
 GS0676  DESIGNATION -  38 TJS
 GS0676  PID         -  GS0676
 GS0676  STATE/COUNTY-  NV/NYE
 GS0676  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0676
 GS0676                         *CURRENT SURVEY CONTROL
 GS0676  ___________________________________________________________________
 GS0676* NAD 83(1986)-  36 52 15.     (N)    116 28 05.     (W)     SCALED    
 GS0676* NAVD 88     -      1423.350  (meters)    4669.77   (feet)  ADJUSTED  
 GS0676  ___________________________________________________________________
 GS0676  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 GS0676  DYNAMIC HT  -        1421.702 (meters)    4664.37  (feet)  COMP
 GS0676  MODELED GRAV-     979,423.8   (mgal)                       NAVD 88
 GS0676
 GS0676  VERT ORDER  -  FIRST     CLASS I
 GS0676
 GS0676.The horizontal coordinates were scaled from a topographic map and have
 GS0676.an estimated accuracy of +/- 6 seconds.
 GS0676
 GS0676.The orthometric height was determined by differential leveling
 GS0676.and adjusted by the National Geodetic Survey in May 2004..
 GS0676
 GS0676.The geoid height was determined by GEOID03.
 GS0676
 GS0676.The dynamic height is computed by dividing the NAVD 88
 GS0676.geopotential number by the normal gravity value computed on the
 GS0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0676.degrees latitude (g = 980.6199 gals.).
 GS0676
 GS0676.The modeled gravity was interpolated from observed gravity values.
 GS0676
 GS0676;                    North         East    Units  Estimated Accuracy
 GS0676;SPC NV C     - 6,235,310.      517,710.      MT  (+/- 180 meters Scaled)
 GS0676
 GS0676                          SUPERSEDED SURVEY CONTROL
 GS0676
 GS0676  NAVD 88 (??/??/92) 1423.361  (m)         4669.81   (f) UNKNOWN     3 0
 GS0676  NGVD 29 (05/01/91) 1422.379  (m)         4666.59   (f) ADJUSTED    1 1
 GS0676
 GS0676.Superseded values are not recommended for survey control.
 GS0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0676.See file dsdata.txt to determine how the superseded data were derived.
 GS0676
 GS0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA474806(NAD 83)
 GS0676_MARKER: DB = BENCH MARK DISK
 GS0676_SETTING: 66 = SET IN ROCK OUTCROP
 GS0676_SP_SET: BEDROCK
 GS0676_STAMPING: 38 TJS 1983
 GS0676_MARK LOGO: USGS  
 GS0676_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0676+STABILITY: POSITION/ELEVATION WELL
 GS0676
 GS0676  HISTORY     - Date     Condition        Report By
 GS0676  HISTORY     - 1983     MONUMENTED       USGS
 GS0676  HISTORY     - 1986     GOOD             USGS
 GS0676  HISTORY     - 1988     GOOD             USGS
 GS0676  HISTORY     - 19910318 GOOD             USGS
 GS0676  HISTORY     - 19930115 GOOD             USGS
 GS0676  HISTORY     - 19950117 GOOD             USGS
 GS0676
 GS0676                          STATION DESCRIPTION
 GS0676
 GS0676'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0676'49.8 KM (30.95 MI) EAST FROM BEATTY.
 GS0676'THE MARK IS 30 FT ABOVE ROAD.
 GS0676'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0676'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0676'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0676'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0676'NORTHEASTERLY 6.05 MILES TO AN OLD TRACK ROAD, THENCE NORTHEAST ON
 GS0676'OLD TRACK ROAD 2.3 MILES TO THE END OF THE ROAD, 92 FEET EAST OF THE
 GS0676'CENTERLINE OF THE ROAD.  OR - IN MERCURY, NEVADA, FROM THE
 GS0676'INTERSECTION OF MERCURY HIGHWAY AND JACKASS FLAT ROAD WHICH IS 0.9
 GS0676'MILES NORTH OF THE GUARDSTATION IN MERCURY, PROCEED NORTHWESTRLY ON
 GS0676'JACKASS FLAT ROAD 22.6 MILES TO THE INTERSECTION OF ROADS F AND H
 GS0676'WHICH IS 1.3 MILES NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD
 GS0676'H AND PROCEED 7.9 MILES TO THE WEST EDGE OF FORTY MILE WASH, TURN
 GS0676'SOUTH ONTO A GRAVEL ROAD AND PROCEED 1.9 MILES TO A BEND AT THE
 GS0676'BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 4.85 MILES TO AN
 GS0676'INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN NORTH AND PROCEED 2.3
 GS0676'MILES ALONG THE TOP OF THE RIDGE TO THE END OF THE ROAD, PROCEED ON
 GS0676'FOOT DOWN THE WEST SIDE OF THE RIDGE, APPROXIMATELY 500 FEET ALONG
 GS0676'BEARING NORTH 45 DEGREES WEST FROM 39 TJS 1983.
 GS0676
 GS0676                          STATION RECOVERY (1986)
 GS0676
 GS0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0676'RECOVERED IN GOOD CONDITION.
 GS0676
 GS0676                          STATION RECOVERY (1988)
 GS0676
 GS0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0676'RECOVERED IN GOOD CONDITION.
 GS0676
 GS0676                          STATION RECOVERY (1991)
 GS0676
 GS0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0676'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0676'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0676'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0676'T-INTERSECTION, THENCE EAST 3.2 MILES TO A BEND IN THE ROAD, PROCEED
 GS0676'NORTHEASTERLY 6.05 MILES TO AN OLD TRACK ROAD, THENCE NORTHEAST ON
 GS0676'OLD TRACK ROAD 2.3 MILES TO THE END OF THE ROAD, 92 FEET EAST OF THE
 GS0676'CENTERLINE OF THE ROAD.  OR - IN MERCURY, NEVADA, FROM THE
 GS0676'INTERSECTION OF MERCURY HIGHWAY AND JACKASS FLAT ROAD WHICH IS 0.9
 GS0676'MILE NORTH OF THE GUARD STATION IN MERCURY, PROCEED NORTHWESTERLY ON
 GS0676'JACKASS FLAT ROAD 22.6 MILES TO THE INTERSECTION OF ROADS F AND H
 GS0676'WHICH IS 1.3 MILES NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD
 GS0676'H AND PROCEED 7.9 MILES TO THE WEST EDGE OF FORTY MILE WASH, TURN
 GS0676'SOUTH ONTO A GRAVEL ROAD AND PROCEED 1.9 MILES TO A BEND AT THE
 GS0676'BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 4.85 MILES TO AN
 GS0676'INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN NORTH AND PROCEED 2.3
 GS0676'MILES ALONG THE TOP OF THE RIDGE TO THE END OF THE ROAD, PROCEED ON
 GS0676'FOOT DOWN THE WEST SIDE OF THE RIDGE, APPROXIMATELY 500 FEET ALONG
 GS0676'BEARING NORTH 45 DEGREES WEST FROM 39 TJS 1983.
 GS0676
 GS0676                          STATION RECOVERY (1993)
 GS0676
 GS0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0676'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0676'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0676'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0676'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 3.2 MILES (5.1 KM) TO A
 GS0676'BEND IN THE ROAD, PROCEED NORTHEASTERLY 6.05 MILES (9.74 KM) TO AN
 GS0676'OLD TRACK ROAD, THENCE NORTHEAST ON OLD TRACK ROAD 2.3 MILES
 GS0676'(3.7 KM) TO THE END OF THE ROAD, 92 FEET (28.0 M) EAST OF THE
 GS0676'CENTERLINE OF THE ROAD.  OR - IN MERCURY, NEVADA, FROM THE
 GS0676'INTERSECTION OF MERCURY HIGHWAY AND JACKASS FLAT ROAD WHICH IS 0.9
 GS0676'MILE (1.4 KM) NORTH OF THE GUARD STATION IN MERCURY, PROCEED
 GS0676'NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES (36.4 KM) TO THE
 GS0676'INTERSECTION OF ROADS F AND H WHICH IS 1.3 MILES (2.1 KM) NORTHWEST
 GS0676'OF A GUARD STATION, TURN WEST ONTO ROAD H AND PROCEED 7.9 MILES
 GS0676'(12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A
 GS0676'GRAVEL ROAD AND PROCEED 1.9 MILES (3.1 KM) TO A BEND AT THE BOTTOM OF
 GS0676'A WASH, CONTINUE NORTHWESTERLY 4.85 MILES (7.81 KM) TO AN
 GS0676'INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN NORTH AND PROCEED 2.3
 GS0676'MILES (3.7 KM) ALONG THE TOP OF THE RIDGE TO THE END OF THE ROAD,
 GS0676'PROCEED ON FOOT DOWN THE WEST SIDE OF THE RIDGE, APPROXIMATELY 500
 GS0676'FEET (152.4 M) ALONG BEARING NORTH 45 DEGREES WEST FROM 39 TJS 1983.
 GS0676
 GS0676                          STATION RECOVERY (1995)
 GS0676
 GS0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0676'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0430 ***********************************************************************
 KR0430  DESIGNATION -  3883.0
 KR0430  PID         -  KR0430
 KR0430  STATE/COUNTY-  NV/CHURCHILL
 KR0430  USGS QUAD   -  PARRAN (1986)
 KR0430
 KR0430                         *CURRENT SURVEY CONTROL
 KR0430  ___________________________________________________________________
 KR0430* NAD 83(1986)-  39 47 25.     (N)    118 46 21.     (W)     SCALED    
 KR0430* NAVD 88     -      1184.58   (+/-2cm)    3886.4    (feet)  VERTCON   
 KR0430  ___________________________________________________________________
 KR0430  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KR0430
 KR0430  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0430
 KR0430.The horizontal coordinates were scaled from a topographic map and have
 KR0430.an estimated accuracy of +/- 6 seconds.
 KR0430
 KR0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0430.The vertical order pertains to the NGVD 29 superseded value.
 KR0430
 KR0430.The geoid height was determined by GEOID03.
 KR0430
 KR0430;                    North         East    Units  Estimated Accuracy
 KR0430;SPC NV W     - 4,559,350.      783,800.      MT  (+/- 180 meters Scaled)
 KR0430
 KR0430                          SUPERSEDED SURVEY CONTROL
 KR0430
 KR0430  NGVD 29 (??/??/92) 1183.666  (m)         3883.41   (f) ADJ UNCH    1 2
 KR0430
 KR0430.Superseded values are not recommended for survey control.
 KR0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0430.See file dsdata.txt to determine how the superseded data were derived.
 KR0430
 KR0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE482059(NAD 83)
 KR0430_MARKER: Q = CHISELED SQUARE
 KR0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0430_SP_SET: ABUTMENT
 KR0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0430
 KR0430  HISTORY     - Date     Condition        Report By
 KR0430  HISTORY     - UNK      MONUMENTED       USGS
 KR0430  HISTORY     - 1953     GOOD             NGS
 KR0430
 KR0430                          STATION DESCRIPTION
 KR0430
 KR0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0430'1.0 MI S FROM PARRAN.
 KR0430'1.0 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0430'WATER TANK AT PARRAN, AT WOODEN BRIDGE 310.95, IN THE TOP OF THE WEST
 KR0430'END OF THE SOUTH CONCRETE ABUTMENT, 20.2 FEET WEST OF THE WEST RAIL OF
 KR0430'THE MAIN TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0431 ***********************************************************************
 KR0431  DESIGNATION -  3883.6
 KR0431  PID         -  KR0431
 KR0431  STATE/COUNTY-  NV/CHURCHILL
 KR0431  USGS QUAD   -  PARRAN (1986)
 KR0431
 KR0431                         *CURRENT SURVEY CONTROL
 KR0431  ___________________________________________________________________
 KR0431* NAD 83(1986)-  39 47 26.     (N)    118 46 23.     (W)     SCALED    
 KR0431* NAVD 88     -      1184.76   (+/-2cm)    3887.0    (feet)  VERTCON   
 KR0431  ___________________________________________________________________
 KR0431  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KR0431
 KR0431  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0431
 KR0431.The horizontal coordinates were scaled from a topographic map and have
 KR0431.an estimated accuracy of +/- 6 seconds.
 KR0431
 KR0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0431.The vertical order pertains to the NGVD 29 superseded value.
 KR0431
 KR0431.The geoid height was determined by GEOID03.
 KR0431
 KR0431;                    North         East    Units  Estimated Accuracy
 KR0431;SPC NV W     - 4,559,380.      783,750.      MT  (+/- 180 meters Scaled)
 KR0431
 KR0431                          SUPERSEDED SURVEY CONTROL
 KR0431
 KR0431  NGVD 29 (??/??/92) 1183.852  (m)         3884.02   (f) ADJ UNCH    1 2
 KR0431
 KR0431.Superseded values are not recommended for survey control.
 KR0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0431.See file dsdata.txt to determine how the superseded data were derived.
 KR0431
 KR0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE481060(NAD 83)
 KR0431_MARKER: DD = SURVEY DISK
 KR0431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0431_SP_SET: ABUTMENT
 KR0431_STAMPING: 83 GWM 1950 3884
 KR0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0431
 KR0431  HISTORY     - Date     Condition        Report By
 KR0431  HISTORY     - 1950     MONUMENTED       USGS
 KR0431  HISTORY     - 1953     GOOD             NGS
 KR0431
 KR0431                          STATION DESCRIPTION
 KR0431
 KR0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0431'1.0 MI S FROM PARRAN.
 KR0431'1.0 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0431'WATER TANK AT PARRAN, AT WOODEN BRIDGE 310.95, IN THE TOP OF THE EAST
 KR0431'END OF THE NORTH CONCRETE ABUTMENT, 7.2 FEET EAST OF THE EAST RAIL OF
 KR0431'THE MAIN TRACK, ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL, AND
 KR0431'MARKED BY THE WHITE PAINTED NUMBERS 3883.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0435 ***********************************************************************
 KR0435  DESIGNATION -  3892.1
 KR0435  PID         -  KR0435
 KR0435  STATE/COUNTY-  NV/CHURCHILL
 KR0435  USGS QUAD   -  PARRAN (1986)
 KR0435
 KR0435                         *CURRENT SURVEY CONTROL
 KR0435  ___________________________________________________________________
 KR0435* NAD 83(1986)-  39 45 16.     (N)    118 46 14.     (W)     SCALED    
 KR0435* NAVD 88     -      1187.33   (+/-2cm)    3895.4    (feet)  VERTCON   
 KR0435  ___________________________________________________________________
 KR0435  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 KR0435
 KR0435  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0435
 KR0435.The horizontal coordinates were scaled from a topographic map and have
 KR0435.an estimated accuracy of +/- 6 seconds.
 KR0435
 KR0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0435.The vertical order pertains to the NGVD 29 superseded value.
 KR0435
 KR0435.The geoid height was determined by GEOID03.
 KR0435
 KR0435;                    North         East    Units  Estimated Accuracy
 KR0435;SPC NV W     - 4,555,370.      783,960.      MT  (+/- 180 meters Scaled)
 KR0435
 KR0435                          SUPERSEDED SURVEY CONTROL
 KR0435
 KR0435  NGVD 29 (??/??/92) 1186.407  (m)         3892.40   (f) ADJ UNCH    1 2
 KR0435
 KR0435.Superseded values are not recommended for survey control.
 KR0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0435.See file dsdata.txt to determine how the superseded data were derived.
 KR0435
 KR0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE483020(NAD 83)
 KR0435_MARKER: Q = CHISELED SQUARE
 KR0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0435_SP_SET: ABUTMENT
 KR0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0435
 KR0435  HISTORY     - Date     Condition        Report By
 KR0435  HISTORY     - UNK      MONUMENTED       USGS
 KR0435  HISTORY     - 1953     GOOD             NGS
 KR0435
 KR0435                          STATION DESCRIPTION
 KR0435
 KR0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0435'3.4 MI S FROM PARRAN.
 KR0435'3.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0435'WATER TANK AT PARRAN, AT WOODEN BRIDGE 308.47, ON THE TOP OF THE EAST
 KR0435'END OF THE SOUTH ABUTMENT, 8.0 FEET EAST OF THE EAST RAIL, ABOUT 1
 KR0435'FOOT LOWER THAN THE TOP OF THE RAIL, AND MARKED BY THE WHITE PAINTED
 KR0435'NUMBERS 3892.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0437 ***********************************************************************
 KR0437  DESIGNATION -  3892.8
 KR0437  PID         -  KR0437
 KR0437  STATE/COUNTY-  NV/CHURCHILL
 KR0437  USGS QUAD   -  UPSAL HOGBACK (1985)
 KR0437
 KR0437                         *CURRENT SURVEY CONTROL
 KR0437  ___________________________________________________________________
 KR0437* NAD 83(1986)-  39 43 54.     (N)    118 46 39.     (W)     SCALED    
 KR0437* NAVD 88     -      1187.56   (+/-2cm)    3896.2    (feet)  VERTCON   
 KR0437  ___________________________________________________________________
 KR0437  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 KR0437
 KR0437  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0437
 KR0437.The horizontal coordinates were scaled from a topographic map and have
 KR0437.an estimated accuracy of +/- 6 seconds.
 KR0437
 KR0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0437.The vertical order pertains to the NGVD 29 superseded value.
 KR0437
 KR0437.The geoid height was determined by GEOID03.
 KR0437
 KR0437;                    North         East    Units  Estimated Accuracy
 KR0437;SPC NV W     - 4,552,840.      783,360.      MT  (+/- 180 meters Scaled)
 KR0437
 KR0437                          SUPERSEDED SURVEY CONTROL
 KR0437
 KR0437  NGVD 29 (??/??/92) 1186.640  (m)         3893.17   (f) ADJ UNCH    1 2
 KR0437
 KR0437.Superseded values are not recommended for survey control.
 KR0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0437.See file dsdata.txt to determine how the superseded data were derived.
 KR0437
 KR0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD476994(NAD 83)
 KR0437_MARKER: Q = CHISELED SQUARE
 KR0437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0437_SP_SET: ABUTMENT
 KR0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0437
 KR0437  HISTORY     - Date     Condition        Report By
 KR0437  HISTORY     - UNK      MONUMENTED       USGS
 KR0437  HISTORY     - 1953     GOOD             NGS
 KR0437
 KR0437                          STATION DESCRIPTION
 KR0437
 KR0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0437'5.0 MI S FROM PARRAN.
 KR0437'5.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0437'WATER TANK AT PARRAN, 3 RAILS NORTH OF THE SIGNBOARD AT DESERT SIDING,
 KR0437'AT WOODEN BRIDGE 306.86, ON THE TOP OF THE EAST END OF THE NORTH
 KR0437'CONCRETE ABUTMENT, 22.0 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 KR0437'ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL, AND MARKED BY THE WHITE
 KR0437'PAINTED NUMBERS 3892.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0417 ***********************************************************************
 KR0417  DESIGNATION -  3893.3
 KR0417  PID         -  KR0417
 KR0417  STATE/COUNTY-  NV/CHURCHILL
 KR0417  USGS QUAD   -  OCALA (1986)
 KR0417
 KR0417                         *CURRENT SURVEY CONTROL
 KR0417  ___________________________________________________________________
 KR0417* NAD 83(1986)-  39 54 41.     (N)    118 44 04.     (W)     SCALED    
 KR0417* NAVD 88     -      1187.63   (+/-2cm)    3896.4    (feet)  VERTCON   
 KR0417  ___________________________________________________________________
 KR0417  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 KR0417
 KR0417  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0417
 KR0417.The horizontal coordinates were scaled from a topographic map and have
 KR0417.an estimated accuracy of +/- 6 seconds.
 KR0417
 KR0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0417.The vertical order pertains to the NGVD 29 superseded value.
 KR0417
 KR0417.The geoid height was determined by GEOID03.
 KR0417
 KR0417;                    North         East    Units  Estimated Accuracy
 KR0417;SPC NV W     - 4,572,790.      787,080.      MT  (+/- 180 meters Scaled)
 KR0417
 KR0417                          SUPERSEDED SURVEY CONTROL
 KR0417
 KR0417  NGVD 29 (??/??/92) 1186.727  (m)         3893.45   (f) ADJ UNCH    1 2
 KR0417
 KR0417.Superseded values are not recommended for survey control.
 KR0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0417.See file dsdata.txt to determine how the superseded data were derived.
 KR0417
 KR0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE517193(NAD 83)
 KR0417_MARKER: DD = SURVEY DISK
 KR0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0417_STAMPING: 72 GWM 1950 3893
 KR0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0417+STABILITY: SURFACE MOTION
 KR0417
 KR0417  HISTORY     - Date     Condition        Report By
 KR0417  HISTORY     - 1950     MONUMENTED       USGS
 KR0417  HISTORY     - 1953     GOOD             NGS
 KR0417
 KR0417                          STATION DESCRIPTION
 KR0417
 KR0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0417'8.1 MI N FROM PARRAN.
 KR0417'8.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0417'WATER TANK AT PARRAN, AT OCALA SIDING, 14 RAILS NORTHEAST OF THE OCALA
 KR0417'SIDING SIGN, 136 1/2 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 KR0417'CROSSING OF A DIRT ROAD, 158.7 FEET NORTHEAST OF THE NORTH CORNER OF A
 KR0417'TELEPHONE BOOTH, 60.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 KR0417'TRACK, 9 1/2 FEET NORTH OF MILEPOLE 320, 2.3 FEET SOUTHWEST OF A
 KR0417'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACKS, SET IN THE TOP OF A
 KR0417'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0418 ***********************************************************************
 KR0418  DESIGNATION -  3893.7
 KR0418  PID         -  KR0418
 KR0418  STATE/COUNTY-  NV/CHURCHILL
 KR0418  USGS QUAD   -  OCALA (1986)
 KR0418
 KR0418                         *CURRENT SURVEY CONTROL
 KR0418  ___________________________________________________________________
 KR0418* NAD 83(1986)-  39 54 41.     (N)    118 44 04.     (W)     SCALED    
 KR0418* NAVD 88     -      1187.75   (+/-2cm)    3896.8    (feet)  VERTCON   
 KR0418  ___________________________________________________________________
 KR0418  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 KR0418
 KR0418  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0418
 KR0418.The horizontal coordinates were scaled from a topographic map and have
 KR0418.an estimated accuracy of +/- 6 seconds.
 KR0418
 KR0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0418.The vertical order pertains to the NGVD 29 superseded value.
 KR0418
 KR0418.The geoid height was determined by GEOID03.
 KR0418
 KR0418;                    North         East    Units  Estimated Accuracy
 KR0418;SPC NV W     - 4,572,790.      787,080.      MT  (+/- 180 meters Scaled)
 KR0418
 KR0418                          SUPERSEDED SURVEY CONTROL
 KR0418
 KR0418  NGVD 29 (??/??/92) 1186.843  (m)         3893.83   (f) ADJ UNCH    1 2
 KR0418
 KR0418.Superseded values are not recommended for survey control.
 KR0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0418.See file dsdata.txt to determine how the superseded data were derived.
 KR0418
 KR0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE517193(NAD 83)
 KR0418_MARKER: Q = CHISELED SQUARE
 KR0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0418_SP_SET: BLOCK
 KR0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0418
 KR0418  HISTORY     - Date     Condition        Report By
 KR0418  HISTORY     - UNK      MONUMENTED       USGS
 KR0418  HISTORY     - 1953     GOOD             NGS
 KR0418
 KR0418                          STATION DESCRIPTION
 KR0418
 KR0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0418'8.1 MI N FROM PARRAN.
 KR0418'8.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0418'WATER TANK AT PARRAN, AT OCALA SIDING, IN THE TOP OF A CONCRETE BLOCK,
 KR0418'149 FEET SOUTHWEST OF MILEPOLE 320, 107 1/2 FEET WEST OF THE
 KR0418'APPROXIMATE CENTER OF THE CROSSING OF A DIRT ROAD, 100.3 FEET
 KR0418'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 46.9 FEET NORTHWEST
 KR0418'OF THE NORTH CORNER OF A TELEPHONE BOOTH, ABOUT 1 FOOT LOWER THAN THE
 KR0418'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0427 ***********************************************************************
 KR0427  DESIGNATION -  3894.1
 KR0427  PID         -  KR0427
 KR0427  STATE/COUNTY-  NV/CHURCHILL
 KR0427  USGS QUAD   -  PARRAN (1986)
 KR0427
 KR0427                         *CURRENT SURVEY CONTROL
 KR0427  ___________________________________________________________________
 KR0427* NAD 83(1986)-  39 49 13.     (N)    118 46 24.     (W)     SCALED    
 KR0427* NAVD 88     -      1187.89   (+/-2cm)    3897.3    (feet)  VERTCON   
 KR0427  ___________________________________________________________________
 KR0427  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 KR0427
 KR0427  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0427
 KR0427.The horizontal coordinates were scaled from a topographic map and have
 KR0427.an estimated accuracy of +/- 6 seconds.
 KR0427
 KR0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0427.The vertical order pertains to the NGVD 29 superseded value.
 KR0427
 KR0427.The geoid height was determined by GEOID03.
 KR0427
 KR0427;                    North         East    Units  Estimated Accuracy
 KR0427;SPC NV W     - 4,562,680.      783,730.      MT  (+/- 180 meters Scaled)
 KR0427
 KR0427                          SUPERSEDED SURVEY CONTROL
 KR0427
 KR0427  NGVD 29 (??/??/92) 1186.984  (m)         3894.30   (f) ADJ UNCH    1 2
 KR0427
 KR0427.Superseded values are not recommended for survey control.
 KR0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0427.See file dsdata.txt to determine how the superseded data were derived.
 KR0427
 KR0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE482093(NAD 83)
 KR0427_MARKER: DD = SURVEY DISK
 KR0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0427_STAMPING: 3894 50 GWM 1950
 KR0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0427+STABILITY: SURFACE MOTION
 KR0427
 KR0427  HISTORY     - Date     Condition        Report By
 KR0427  HISTORY     - 1950     MONUMENTED       USGS
 KR0427  HISTORY     - 1953     GOOD             NGS
 KR0427
 KR0427                          STATION DESCRIPTION
 KR0427
 KR0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0427'1.2 MI N FROM PARRAN.
 KR0427'1.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0427'WATER TANK AT PARRAN, THENCE 0.1 MILE EAST ALONG A GRADED DIRT ROAD,
 KR0427'AT THE T JUNCTION OF STATE HIGHWAY 1A, ABOUT 175 YARDS EAST OF
 KR0427'MILEPOLE 113, 78 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 37
 KR0427'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET WEST OF A WITNESS
 KR0427'POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 KR0427'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0415 ***********************************************************************
 KR0415  DESIGNATION -  3895.2
 KR0415  PID         -  KR0415
 KR0415  STATE/COUNTY-  NV/CHURCHILL
 KR0415  USGS QUAD   -  OCALA (1986)
 KR0415
 KR0415                         *CURRENT SURVEY CONTROL
 KR0415  ___________________________________________________________________
 KR0415* NAD 83(1986)-  39 55 48.     (N)    118 42 49.     (W)     SCALED    
 KR0415* NAVD 88     -      1188.22   (+/-2cm)    3898.4    (feet)  VERTCON   
 KR0415  ___________________________________________________________________
 KR0415  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 KR0415
 KR0415  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0415
 KR0415.The horizontal coordinates were scaled from a topographic map and have
 KR0415.an estimated accuracy of +/- 6 seconds.
 KR0415
 KR0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0415.The vertical order pertains to the NGVD 29 superseded value.
 KR0415
 KR0415.The geoid height was determined by GEOID03.
 KR0415
 KR0415;                    North         East    Units  Estimated Accuracy
 KR0415;SPC NV W     - 4,574,850.      788,870.      MT  (+/- 180 meters Scaled)
 KR0415
 KR0415                          SUPERSEDED SURVEY CONTROL
 KR0415
 KR0415  NGVD 29 (??/??/92) 1187.320  (m)         3895.40   (f) ADJ UNCH    1 2
 KR0415
 KR0415.Superseded values are not recommended for survey control.
 KR0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0415.See file dsdata.txt to determine how the superseded data were derived.
 KR0415
 KR0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE535213(NAD 83)
 KR0415_MARKER: DD = SURVEY DISK
 KR0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0415_STAMPING: 73 GWM 1950 3895
 KR0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0415+STABILITY: SURFACE MOTION
 KR0415
 KR0415  HISTORY     - Date     Condition        Report By
 KR0415  HISTORY     - 1950     MONUMENTED       USGS
 KR0415  HISTORY     - 1953     GOOD             NGS
 KR0415
 KR0415                          STATION DESCRIPTION
 KR0415
 KR0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0415'6.7 MI S FROM TOY.
 KR0415'6.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0415'SIDING SIGN AT TOY, 10 POLES SOUTHEAST OF MILEPOLE 322, 346.3 FEET
 KR0415'NORTHWEST OF THE NORTH CORNER OF WOODEN BRIDGE 321.72 OVER HUMBOLDT
 KR0415'RIVER, 351.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 214 1/2 FEET NORTH
 KR0415'OF THE NORTH BANK OF THE RIVER, 34 FEET SOUTHEAST OF THE CENTER LINE
 KR0415'OF A TRACK ROAD, 2.4 FEET SOUTH OF A WITNESS POST, ABOUT 6 FEET LOWER
 KR0415'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 KR0415'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0252 ***********************************************************************
 MU0252  DESIGNATION -  39
 MU0252  PID         -  MU0252
 MU0252  STATE/COUNTY-  NV/HUMBOLDT
 MU0252  USGS QUAD   -  WESO (1983)
 MU0252
 MU0252                         *CURRENT SURVEY CONTROL
 MU0252  ___________________________________________________________________
 MU0252* NAD 83(1986)-  41 00 19.     (N)    117 38 33.     (W)     SCALED    
 MU0252* NAVD 88     -      1362.451  (meters)    4469.97   (feet)  ADJUSTED  
 MU0252  ___________________________________________________________________
 MU0252  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 MU0252  DYNAMIC HT  -        1361.419 (meters)    4466.59  (feet)  COMP
 MU0252  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 MU0252
 MU0252  VERT ORDER  -  FIRST     CLASS II
 MU0252
 MU0252.The horizontal coordinates were scaled from a topographic map and have
 MU0252.an estimated accuracy of +/- 6 seconds.
 MU0252
 MU0252.The orthometric height was determined by differential leveling
 MU0252.and adjusted by the National Geodetic Survey in June 1991..
 MU0252
 MU0252.The geoid height was determined by GEOID03.
 MU0252
 MU0252.The dynamic height is computed by dividing the NAVD 88
 MU0252.geopotential number by the normal gravity value computed on the
 MU0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0252.degrees latitude (g = 980.6199 gals.).
 MU0252
 MU0252.The modeled gravity was interpolated from observed gravity values.
 MU0252
 MU0252;                    North         East    Units  Estimated Accuracy
 MU0252;SPC NV W     - 4,694,660.      879,140.      MT  (+/- 180 meters Scaled)
 MU0252
 MU0252                          SUPERSEDED SURVEY CONTROL
 MU0252
 MU0252  NGVD 29 (??/??/92) 1361.406  (m)         4466.55   (f) ADJ UNCH    1 2
 MU0252
 MU0252.Superseded values are not recommended for survey control.
 MU0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0252.See file dsdata.txt to determine how the superseded data were derived.
 MU0252
 MU0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF459395(NAD 83)
 MU0252_MARKER: DD = SURVEY DISK
 MU0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0252_STAMPING: BM I-001-3 (2) 39
 MU0252_MARK LOGO: NVDH  
 MU0252_PROJECTION: PROJECTING 10 CENTIMETERS
 MU0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0252+STABILITY: SURFACE MOTION
 MU0252
 MU0252  HISTORY     - Date     Condition        Report By
 MU0252  HISTORY     - UNK      MONUMENTED       NVDH
 MU0252  HISTORY     - 1958     GOOD             NGS
 MU0252  HISTORY     - 1984     GOOD             NGS
 MU0252
 MU0252                          STATION DESCRIPTION
 MU0252
 MU0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MU0252'5.05 MI NE FROM WINNEMUCCA.
 MU0252'5.05 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 MU0252'U.S. 40 AND BRIDGE STREET AT WINNEMUCCA, 268.0 FEET SOUTHEAST OF THE
 MU0252'CENTERLINE OF HIGHWAY, 166.0 FEET SOUTHEAST OF A FENCE LINE, 4.0 FEET
 MU0252'NORTHWEST OF A METAL WITNESS POST, SET IN A ROUND CONCRETE POST
 MU0252'PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 MU0252
 MU0252                          STATION RECOVERY (1984)
 MU0252
 MU0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0252'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.35 KM
 MU0252'(2.7 MI) NORTHEAST ALONG STATE HIGHWAY 289 FROM THE JUNCTION OF US
 MU0252'HIGHWAY 95 AT WINNEMUCCA, THENCE 4.9 KM (3.05 MI) NORTHEAST ALONG
 MU0252'INTERSTATE 80, 0.7 KM (0.45 MI) NORTHEAST OF MILEPOST 184, 38.1 METERS
 MU0252'(125 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE, 44.8 METERS
 MU0252'(147 FT) SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL FOR
 MU0252'A 10 BY 10 FOOT BOX CULVERT AND 1.2 METERS (4 FT) NORTHWEST OF A STEEL
 MU0252'POST.
 MU0252'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 MU0252'THE MARK IS 2.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0357 ***********************************************************************
 GR0357  DESIGNATION -  39 B
 GR0357  PID         -  GR0357
 GR0357  STATE/COUNTY-  NV/CLARK
 GR0357  USGS QUAD   -  GOLD BUTTE (1984)
 GR0357
 GR0357                         *CURRENT SURVEY CONTROL
 GR0357  ___________________________________________________________________
 GR0357* NAD 83(1986)-  36 21 43.     (N)    114 14 18.     (W)     SCALED    
 GR0357* NAVD 88     -       852.591  (meters)    2797.21   (feet)  POSTED    
 GR0357  ___________________________________________________________________
 GR0357  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 GR0357  DYNAMIC HT  -         851.730 (meters)    2794.38  (feet)  COMP
 GR0357  MODELED GRAV-     979,592.5   (mgal)                       NAVD 88
 GR0357
 GR0357  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0357
 GR0357.The horizontal coordinates were scaled from a topographic map and have
 GR0357.an estimated accuracy of +/- 6 seconds.
 GR0357
 GR0357.The orthometric height was determined by differential leveling
 GR0357.and adjusted by the National Geodetic Survey in 1992..
 GR0357.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0357.rate of 0.0 thru 1.0 mm/km.
 GR0357
 GR0357.The geoid height was determined by GEOID03.
 GR0357
 GR0357.The dynamic height is computed by dividing the NAVD 88
 GR0357.geopotential number by the normal gravity value computed on the
 GR0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0357.degrees latitude (g = 980.6199 gals.).
 GR0357
 GR0357.The modeled gravity was interpolated from observed gravity values.
 GR0357
 GR0357;                    North         East    Units  Estimated Accuracy
 GR0357;SPC NV E     - 8,179,670.      320,710.      MT  (+/- 180 meters Scaled)
 GR0357
 GR0357                          SUPERSEDED SURVEY CONTROL
 GR0357
 GR0357  NGVD 29 (??/??/92)  851.892  (m)         2794.92   (f) ADJ UNCH    1 1
 GR0357
 GR0357.Superseded values are not recommended for survey control.
 GR0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0357.See file dsdata.txt to determine how the superseded data were derived.
 GR0357
 GR0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA477276(NAD 83)
 GR0357_MARKER: DD = SURVEY DISK
 GR0357_SETTING: 66 = SET IN ROCK OUTCROP
 GR0357_SP_SET: LIMESTONE OUTCROP
 GR0357_STAMPING: B 2794 1920 39
 GR0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0357+STABILITY: POSITION/ELEVATION WELL
 GR0357
 GR0357  HISTORY     - Date     Condition        Report By
 GR0357  HISTORY     - 1920     MONUMENTED       USGS
 GR0357  HISTORY     - 1950     GOOD             NGS
 GR0357
 GR0357                          STATION DESCRIPTION
 GR0357
 GR0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0357'7.6 MI N FROM GOLD BUTTE RANCHHOUSE.
 GR0357'7.6 MILES NORTH ALONG AN ABANDONED ROAD AND GOLD BUTTE WASH FROM THE
 GR0357'GOLD BUTTE RANCHHOUSE, 0.6 MILE SOUTHEAST OF A POINT WHERE THE ROAD
 GR0357'LEAVES THE WASH AND LEADS NORTH OVER A RIDGE, IN A LIMESTONE OUTCROP,
 GR0357'ON THE SOUTHEAST SIDE OF A PROMINENT SMALL LIMESTONE HILL, ON THE
 GR0357'NORTH SIDE OF THE WASH, 55 YARDS SOUTHWEST OF A FENCE WHICH CROSSES
 GR0357'THE WASH, 7 1/2 FEET NORTH OF THE APPROXIMATE CENTER OF THE WASH, 2
 GR0357'1/2 FEET HIGHER THAN THE BED OF THE WASH, AND MARKED BY THE WHITE
 GR0357'PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0582 ***********************************************************************
 MU0582  DESIGNATION -  39 BKC
 MU0582  PID         -  MU0582
 MU0582  STATE/COUNTY-  NV/ELKO
 MU0582  USGS QUAD   -  MC CLEARY WELLS (1973)
 MU0582
 MU0582                         *CURRENT SURVEY CONTROL
 MU0582  ___________________________________________________________________
 MU0582* NAD 83(1986)-  41 31 25.     (N)    116 45 37.     (W)     SCALED    
 MU0582* NAVD 88     -      1663.821  (meters)    5458.72   (feet)  POSTED    
 MU0582  ___________________________________________________________________
 MU0582  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 MU0582  DYNAMIC HT  -        1662.550 (meters)    5454.55  (feet)  COMP
 MU0582  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 MU0582
 MU0582  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0582
 MU0582.The horizontal coordinates were scaled from a topographic map and have
 MU0582.an estimated accuracy of +/- 6 seconds.
 MU0582
 MU0582.The orthometric height was determined by differential leveling
 MU0582.and adjusted by the National Geodetic Survey in 1992..
 MU0582.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0582.rate of 0.0 thru 1.0 mm/km.
 MU0582
 MU0582.The geoid height was determined by GEOID03.
 MU0582
 MU0582.The dynamic height is computed by dividing the NAVD 88
 MU0582.geopotential number by the normal gravity value computed on the
 MU0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0582.degrees latitude (g = 980.6199 gals.).
 MU0582
 MU0582.The modeled gravity was interpolated from observed gravity values.
 MU0582
 MU0582;                    North         East    Units  Estimated Accuracy
 MU0582;SPC NV E     - 8,752,460.      101,770.      MT  (+/- 180 meters Scaled)
 MU0582
 MU0582                          SUPERSEDED SURVEY CONTROL
 MU0582
 MU0582.No superseded survey control is available for this station.
 MU0582
 MU0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF200969(NAD 83)
 MU0582_MARKER: DD = SURVEY DISK
 MU0582_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0582_SP_SET: COPPER-CLAD STEEL ROD
 MU0582_STAMPING: 39 BKC 1973 5455
 MU0582_MARK LOGO: USGS  
 MU0582_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0582+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0582
 MU0582  HISTORY     - Date     Condition        Report By
 MU0582  HISTORY     - 1973     MONUMENTED       USGS
 MU0582
 MU0582                          STATION DESCRIPTION
 MU0582
 MU0582'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0582'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0582'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0582'THENCE 7.3 MILES WEST ALONG ROAD, 13.2 MILES WEST OF WINTERS RANCH
 MU0582'-STONE HOUSE-, AT THE TOP OF A GRADE WEST OF MILLIGAN CREEK, 45 FEET
 MU0582'SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET NORTHEAST OF A CAIRN, SET
 MU0582'ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK PIPE
 MU0582'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0457 ***********************************************************************
 JP0457  DESIGNATION -  39 DOR
 JP0457  PID         -  JP0457
 JP0457  STATE/COUNTY-  NV/LINCOLN
 JP0457  USGS QUAD   -  COYOTE SPRING (1971)
 JP0457
 JP0457                         *CURRENT SURVEY CONTROL
 JP0457  ___________________________________________________________________
 JP0457* NAD 83(1986)-  38 05 54.     (N)    114 52 20.     (W)     SCALED    
 JP0457* NAVD 88     -      1596.637  (meters)    5238.30   (feet)  ADJUSTED  
 JP0457  ___________________________________________________________________
 JP0457  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 JP0457  DYNAMIC HT  -        1594.921 (meters)    5232.67  (feet)  COMP
 JP0457  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 JP0457
 JP0457  VERT ORDER  -  SECOND    CLASS 0
 JP0457
 JP0457.The horizontal coordinates were scaled from a topographic map and have
 JP0457.an estimated accuracy of +/- 6 seconds.
 JP0457
 JP0457.The orthometric height was determined by differential leveling
 JP0457.and adjusted by the National Geodetic Survey in June 1991..
 JP0457
 JP0457.The geoid height was determined by GEOID03.
 JP0457
 JP0457.The dynamic height is computed by dividing the NAVD 88
 JP0457.geopotential number by the normal gravity value computed on the
 JP0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0457.degrees latitude (g = 980.6199 gals.).
 JP0457
 JP0457.The modeled gravity was interpolated from observed gravity values.
 JP0457
 JP0457;                    North         East    Units  Estimated Accuracy
 JP0457;SPC NV E     - 8,371,760.      262,370.      MT  (+/- 180 meters Scaled)
 JP0457
 JP0457                          SUPERSEDED SURVEY CONTROL
 JP0457
 JP0457.No superseded survey control is available for this station.
 JP0457
 JP0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC865188(NAD 83)
 JP0457_MARKER: DD = SURVEY DISK
 JP0457_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0457_SP_SET: COPPER-CLAD STEEL ROD
 JP0457_STAMPING: 39 DOR 1968 5235
 JP0457_MARK LOGO: USGS  
 JP0457_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0457+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0457
 JP0457  HISTORY     - Date     Condition        Report By
 JP0457  HISTORY     - 1968     MONUMENTED       USGS
 JP0457
 JP0457                          STATION DESCRIPTION
 JP0457
 JP0457'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0457'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0457'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 18.0 MILES
 JP0457'WEST, 100 FEET EAST OF A DRY WASH, 55 FEET NORTH OF THE ROAD, 2 FEET
 JP0457'SOUTH OF A WITNESS SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY A
 JP0457'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0539 ***********************************************************************
 JP0539  DESIGNATION -  39 DOR
 JP0539  PID         -  JP0539
 JP0539  STATE/COUNTY-  NV/LINCOLN
 JP0539  USGS QUAD   -  GRASSY MTN (1973)
 JP0539
 JP0539                         *CURRENT SURVEY CONTROL
 JP0539  ___________________________________________________________________
 JP0539* NAD 83(1986)-  38 19 31.     (N)    114 37 46.     (W)     SCALED    
 JP0539* NAVD 88     -      1904.340  (meters)    6247.82   (feet)  ADJUSTED  
 JP0539  ___________________________________________________________________
 JP0539  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 JP0539  DYNAMIC HT  -        1902.215 (meters)    6240.85  (feet)  COMP
 JP0539  MODELED GRAV-     979,444.9   (mgal)                       NAVD 88
 JP0539
 JP0539  VERT ORDER  -  SECOND    CLASS 0
 JP0539
 JP0539.The horizontal coordinates were scaled from a topographic map and have
 JP0539.an estimated accuracy of +/- 6 seconds.
 JP0539
 JP0539.The orthometric height was determined by differential leveling
 JP0539.and adjusted by the National Geodetic Survey in August 1995..
 JP0539
 JP0539.The geoid height was determined by GEOID03.
 JP0539
 JP0539.The dynamic height is computed by dividing the NAVD 88
 JP0539.geopotential number by the normal gravity value computed on the
 JP0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0539.degrees latitude (g = 980.6199 gals.).
 JP0539
 JP0539.The modeled gravity was interpolated from observed gravity values.
 JP0539
 JP0539;                    North         East    Units  Estimated Accuracy
 JP0539;SPC NV E     - 8,397,140.      283,400.      MT  (+/- 180 meters Scaled)
 JP0539
 JP0539                          SUPERSEDED SURVEY CONTROL
 JP0539
 JP0539.No superseded survey control is available for this station.
 JP0539
 JP0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC072445(NAD 83)
 JP0539_MARKER: DD = SURVEY DISK
 JP0539_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0539_SP_SET: COPPER-CLAD STEEL ROD
 JP0539_STAMPING: 39 DOR 1971 6244
 JP0539_MARK LOGO: USGS  
 JP0539_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0539
 JP0539  HISTORY     - Date     Condition        Report By
 JP0539  HISTORY     - 1971     MONUMENTED       USGS
 JP0539
 JP0539                          STATION DESCRIPTION
 JP0539
 JP0539'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0539'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0539'HIGHWAY 93 TO A T-ROAD WEST, THENCE 1.1 MILES WEST, 50 FEET NORTHWEST
 JP0539'OF AND 0.5 FOOT LOWER THAN THE CENTERLINE OF THE ROAD, 2 FEET
 JP0539'SOUTHEAST OF A WITNESS POST, ON A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0539'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0604 ***********************************************************************
 JP0604  DESIGNATION -  39 DOR
 JP0604  PID         -  JP0604
 JP0604  STATE/COUNTY-  NV/LINCOLN
 JP0604  USGS QUAD   -  PARKER STATION (1969)
 JP0604
 JP0604                         *CURRENT SURVEY CONTROL
 JP0604  ___________________________________________________________________
 JP0604* NAD 83(1986)-  38 39 36.     (N)    114 49 24.     (W)     SCALED    
 JP0604* NAVD 88     -      1975.680  (meters)    6481.88   (feet)  ADJUSTED  
 JP0604  ___________________________________________________________________
 JP0604  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 JP0604  DYNAMIC HT  -        1973.481 (meters)    6474.66  (feet)  COMP
 JP0604  MODELED GRAV-     979,444.5   (mgal)                       NAVD 88
 JP0604
 JP0604  VERT ORDER  -  SECOND    CLASS 0
 JP0604
 JP0604.The horizontal coordinates were scaled from a topographic map and have
 JP0604.an estimated accuracy of +/- 6 seconds.
 JP0604
 JP0604.The orthometric height was determined by differential leveling
 JP0604.and adjusted by the National Geodetic Survey in August 1995..
 JP0604
 JP0604.The geoid height was determined by GEOID03.
 JP0604
 JP0604.The dynamic height is computed by dividing the NAVD 88
 JP0604.geopotential number by the normal gravity value computed on the
 JP0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0604.degrees latitude (g = 980.6199 gals.).
 JP0604
 JP0604.The modeled gravity was interpolated from observed gravity values.
 JP0604
 JP0604;                    North         East    Units  Estimated Accuracy
 JP0604;SPC NV E     - 8,434,130.      266,140.      MT  (+/- 180 meters Scaled)
 JP0604
 JP0604                          SUPERSEDED SURVEY CONTROL
 JP0604
 JP0604.No superseded survey control is available for this station.
 JP0604
 JP0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC893812(NAD 83)
 JP0604_MARKER: DD = SURVEY DISK
 JP0604_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0604_SP_SET: COPPER-CLAD STEEL ROD
 JP0604_STAMPING: 39 DOR 1973 6478
 JP0604_MARK LOGO: USGS  
 JP0604_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0604
 JP0604  HISTORY     - Date     Condition        Report By
 JP0604  HISTORY     - 1973     MONUMENTED       USGS
 JP0604
 JP0604                          STATION DESCRIPTION
 JP0604
 JP0604'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0604'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0604'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 38.8 MILES
 JP0604'SOUTH TO A ROAD JUNCTION, 0.1 MILE WEST OF THE ENTRANCE GATE TO CAVE
 JP0604'VALLEY RANCH, 50 FEET SOUTHWEST OF AND 1 FOOT HIGHER THAN THE
 JP0604'CENTERLINE OF THE ROAD AT A ROAD TRIANGLE LEADING TO CAVE VALLEY
 JP0604'RANCH,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED
 JP0604'IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0568 ***********************************************************************
 MU0568  DESIGNATION -  39 FMK
 MU0568  PID         -  MU0568
 MU0568  STATE/COUNTY-  NV/ELKO
 MU0568  USGS QUAD   -  WINTERS RANCH RESERVOIR (1974)
 MU0568
 MU0568                         *CURRENT SURVEY CONTROL
 MU0568  ___________________________________________________________________
 MU0568* NAD 83(1986)-  41 36 55.     (N)    116 38 29.     (W)     SCALED    
 MU0568* NAVD 88     -      1623.392  (meters)    5326.08   (feet)  POSTED    
 MU0568  ___________________________________________________________________
 MU0568  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 MU0568  DYNAMIC HT  -        1622.170 (meters)    5322.07  (feet)  COMP
 MU0568  MODELED GRAV-     979,814.6   (mgal)                       NAVD 88
 MU0568
 MU0568  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0568
 MU0568.The horizontal coordinates were scaled from a topographic map and have
 MU0568.an estimated accuracy of +/- 6 seconds.
 MU0568
 MU0568.The orthometric height was determined by differential leveling
 MU0568.and adjusted by the National Geodetic Survey in 1992..
 MU0568.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0568.rate of 1.1 thru 2.0 mm/km.
 MU0568
 MU0568.The geoid height was determined by GEOID03.
 MU0568
 MU0568.The dynamic height is computed by dividing the NAVD 88
 MU0568.geopotential number by the normal gravity value computed on the
 MU0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0568.degrees latitude (g = 980.6199 gals.).
 MU0568
 MU0568.The modeled gravity was interpolated from observed gravity values.
 MU0568
 MU0568;                    North         East    Units  Estimated Accuracy
 MU0568;SPC NV E     - 8,762,510.      111,820.      MT  (+/- 180 meters Scaled)
 MU0568
 MU0568                          SUPERSEDED SURVEY CONTROL
 MU0568
 MU0568  NGVD 29 (??/??/92) 1622.27   (m)         5322.4    (f) COMPUTED    2 0
 MU0568
 MU0568.Superseded values are not recommended for survey control.
 MU0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0568.See file dsdata.txt to determine how the superseded data were derived.
 MU0568
 MU0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG298071(NAD 83)
 MU0568_MARKER: DD = SURVEY DISK
 MU0568_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0568_SP_SET: COPPER-CLAD STEEL ROD
 MU0568_STAMPING: 39 FMK 1973 5323
 MU0568_MARK LOGO: USGS  
 MU0568_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0568+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0568
 MU0568  HISTORY     - Date     Condition        Report By
 MU0568  HISTORY     - 1973     MONUMENTED       USGS
 MU0568
 MU0568                          STATION DESCRIPTION
 MU0568
 MU0568'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0568'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0568'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0568'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NPRTHWEST
 MU0568'ALONG ROAD, THENCE 6.1 MILES NORTH-NORTHEAST ALONG TRACK ROAD, 9.9
 MU0568'MILES SOUTH AND 0.8 MILES WEST OF DESERT RANCH, 127 FEET EAST OF THE
 MU0568'CENTERLINE OF THE ROAD, 4 FEET WEST OF A WITNESS POST, SET ON A
 MU0568'COPPER-COATED ROD ENCASED IN A 6-INCH BLACK FIBER PIPE
 MU0568'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0515 ***********************************************************************
 MU0515  DESIGNATION -  39 HEI
 MU0515  PID         -  MU0515
 MU0515  STATE/COUNTY-  NV/HUMBOLDT
 MU0515  USGS QUAD   -  MAHOGANY SPRING (1980)
 MU0515
 MU0515                         *CURRENT SURVEY CONTROL
 MU0515  ___________________________________________________________________
 MU0515* NAD 83(1986)-  41 59 48.     (N)    117 17 32.     (W)     SCALED    
 MU0515* NAVD 88     -      1852.043  (meters)    6076.24   (feet)  POSTED    
 MU0515  ___________________________________________________________________
 MU0515  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 MU0515  DYNAMIC HT  -        1850.660 (meters)    6071.71  (feet)  COMP
 MU0515  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 MU0515
 MU0515  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0515
 MU0515.The horizontal coordinates were scaled from a topographic map and have
 MU0515.an estimated accuracy of +/- 6 seconds.
 MU0515
 MU0515.The orthometric height was determined by differential leveling
 MU0515.and adjusted by the National Geodetic Survey in 1992..
 MU0515.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0515.rate of 0.0 thru 1.0 mm/km.
 MU0515
 MU0515.The geoid height was determined by GEOID03.
 MU0515
 MU0515.The dynamic height is computed by dividing the NAVD 88
 MU0515.geopotential number by the normal gravity value computed on the
 MU0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0515.degrees latitude (g = 980.6199 gals.).
 MU0515
 MU0515.The modeled gravity was interpolated from observed gravity values.
 MU0515
 MU0515;                    North         East    Units  Estimated Accuracy
 MU0515;SPC NV W     - 4,805,130.      906,970.      MT  (+/- 180 meters Scaled)
 MU0515
 MU0515                          SUPERSEDED SURVEY CONTROL
 MU0515
 MU0515.No superseded survey control is available for this station.
 MU0515
 MU0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG757494(NAD 83)
 MU0515_MARKER: DD = SURVEY DISK
 MU0515_SETTING: 80 = SET IN A BOULDER
 MU0515_SP_SET: IN DRILL HOLE IN A BOULDER
 MU0515_STAMPING: 39 HEI 1974 6072
 MU0515_MARK LOGO: USGS  
 MU0515_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0515+STABILITY: SURFACE MOTION
 MU0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0515+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0515
 MU0515  HISTORY     - Date     Condition        Report By
 MU0515  HISTORY     - 1974     MONUMENTED       USGS
 MU0515
 MU0515                          STATION DESCRIPTION
 MU0515
 MU0515'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0515'FROM GREELY CROSSING, NEVADA, PROCEED 22.8 MILES NORTH ALONG ROAD TO
 MU0515'CROSSROADS, THENCE 3.9 MILES NORTHEAST ALONG RIGHT FORK AND GENERALLY
 MU0515'NORTH, ABOUT 0.25 MILES SOUTH OF THE OREGON-NEVADA STATE LINE, ON THE
 MU0515'OUTSIDE EDGE OF A BROAD CURVE, 75 FEET EAST AND 1 FOOT HIGHER THAN THE
 MU0515'CENTERLINE OF THE ROAD, SET IN BOULDER PROJECTING .75 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0515 ***********************************************************************
 LS0515  DESIGNATION -  39 HJH
 LS0515  PID         -  LS0515
 LS0515  STATE/COUNTY-  NV/WASHOE
 LS0515  USGS QUAD   -  PURGATORY PEAK (1990)
 LS0515
 LS0515                         *CURRENT SURVEY CONTROL
 LS0515  ___________________________________________________________________
 LS0515* NAD 83(1986)-  40 18 24.     (N)    119 21 07.     (W)     SCALED    
 LS0515* NAVD 88     -      1188.958  (meters)    3900.77   (feet)  ADJUSTED  
 LS0515  ___________________________________________________________________
 LS0515  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 LS0515  DYNAMIC HT  -        1188.037 (meters)    3897.75  (feet)  COMP
 LS0515  MODELED GRAV-     979,809.9   (mgal)                       NAVD 88
 LS0515
 LS0515  VERT ORDER  -  SECOND    CLASS 0
 LS0515
 LS0515.The horizontal coordinates were scaled from a topographic map and have
 LS0515.an estimated accuracy of +/- 6 seconds.
 LS0515
 LS0515.The orthometric height was determined by differential leveling
 LS0515.and adjusted by the National Geodetic Survey in June 1991..
 LS0515
 LS0515.The geoid height was determined by GEOID03.
 LS0515
 LS0515.The dynamic height is computed by dividing the NAVD 88
 LS0515.geopotential number by the normal gravity value computed on the
 LS0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0515.degrees latitude (g = 980.6199 gals.).
 LS0515
 LS0515.The modeled gravity was interpolated from observed gravity values.
 LS0515
 LS0515;                    North         East    Units  Estimated Accuracy
 LS0515;SPC NV W     - 4,616,940.      734,670.      MT  (+/- 180 meters Scaled)
 LS0515
 LS0515                          SUPERSEDED SURVEY CONTROL
 LS0515
 LS0515  NGVD 29 (??/??/92) 1187.992  (m)         3897.60   (f) ADJ UNCH    2 0
 LS0515
 LS0515.Superseded values are not recommended for survey control.
 LS0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0515.See file dsdata.txt to determine how the superseded data were derived.
 LS0515
 LS0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE001644(NAD 83)
 LS0515_MARKER: DB = BENCH MARK DISK
 LS0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0515_SP_SET: CONCRETE POST
 LS0515_STAMPING: 39 HJH 1962 3898
 LS0515_MARK LOGO: USGS  
 LS0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0515+STABILITY: SURFACE MOTION
 LS0515
 LS0515  HISTORY     - Date     Condition        Report By
 LS0515  HISTORY     - 1962     MONUMENTED       USGS
 LS0515
 LS0515                          STATION DESCRIPTION
 LS0515
 LS0515'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0515'39.9 KM (24.80 MI) SOUTH FROM GERLACH.
 LS0515'24.8 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34 OPPOSITE THE NORTH
 LS0515'END OF THE DRY BED OF LAKE WINNEMUCCA, ACROSS THE HIGHWAY FROM THE
 LS0515'NORTH END OF A HIGHWAY DEPARTMENT MIXING AREA, AND 50 FEET SOUTHEAST
 LS0515'OF THE HIGHWAY CENTERLINE.
 LS0515'THE MARK IS 3.0 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0493 ***********************************************************************
 MV0493  DESIGNATION -  39 LRC
 MV0493  PID         -  MV0493
 MV0493  STATE/COUNTY-  NV/HUMBOLDT
 MV0493  USGS QUAD   -  PIDGEON SPRING SW (1980)
 MV0493
 MV0493                         *CURRENT SURVEY CONTROL
 MV0493  ___________________________________________________________________
 MV0493* NAD 83(1986)-  41 04 35.     (N)    118 54 09.     (W)     SCALED    
 MV0493* NAVD 88     -      1207.948  (meters)    3963.08   (feet)  ADJUSTED  
 MV0493  ___________________________________________________________________
 MV0493  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 MV0493  DYNAMIC HT  -        1207.087 (meters)    3960.25  (feet)  COMP
 MV0493  MODELED GRAV-     979,869.9   (mgal)                       NAVD 88
 MV0493
 MV0493  VERT ORDER  -  SECOND    CLASS 0
 MV0493
 MV0493.The horizontal coordinates were scaled from a topographic map and have
 MV0493.an estimated accuracy of +/- 6 seconds.
 MV0493
 MV0493.The orthometric height was determined by differential leveling
 MV0493.and adjusted by the National Geodetic Survey in June 1991..
 MV0493
 MV0493.The geoid height was determined by GEOID03.
 MV0493
 MV0493.The dynamic height is computed by dividing the NAVD 88
 MV0493.geopotential number by the normal gravity value computed on the
 MV0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0493.degrees latitude (g = 980.6199 gals.).
 MV0493
 MV0493.The modeled gravity was interpolated from observed gravity values.
 MV0493
 MV0493;                    North         East    Units  Estimated Accuracy
 MV0493;SPC NV W     - 4,702,180.      773,180.      MT  (+/- 180 meters Scaled)
 MV0493
 MV0493                          SUPERSEDED SURVEY CONTROL
 MV0493
 MV0493.No superseded survey control is available for this station.
 MV0493
 MV0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF401489(NAD 83)
 MV0493_MARKER: DD = SURVEY DISK
 MV0493_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MV0493_SP_SET: PREFAB CONC. POST IN EARTH
 MV0493_STAMPING: 39 LRC 1972 3960
 MV0493_MARK LOGO: USGS  
 MV0493_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MV0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0493+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0493
 MV0493  HISTORY     - Date     Condition        Report By
 MV0493  HISTORY     - 1972     MONUMENTED       USGS
 MV0493
 MV0493                          STATION DESCRIPTION
 MV0493
 MV0493'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0493'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0493'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0493'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0493'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 8.6 MILES NORTH
 MV0493'ALONG TRACK ROAD TO A CURVE TO THE SOUTH FROM THE NORTHEAST, 18.0
 MV0493'MILES SOUTH OF PAHUTE MEADOW RANCH, ON A SLIGHT RISE AMONG A NUMBER OF
 MV0493'HUMMOCKS, 90 FEET NORTH OF A DRAIN AND ABOUT 10 FEET EAST OF THE
 MV0493'CENTERLINE OF THE TRACK ROAD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0954 ***********************************************************************
 LR0954  DESIGNATION -  39 O
 LR0954  PID         -  LR0954
 LR0954  STATE/COUNTY-  NV/LANDER
 LR0954  USGS QUAD   -  IZZENHOOD GAP (1965)
 LR0954
 LR0954                         *CURRENT SURVEY CONTROL
 LR0954  ___________________________________________________________________
 LR0954* NAD 83(1986)-  40 56 24.     (N)    116 48 35.     (W)     SCALED    
 LR0954* NAVD 88     -      1545.974  (meters)    5072.08   (feet)  POSTED    
 LR0954  ___________________________________________________________________
 LR0954  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 LR0954  DYNAMIC HT  -        1544.750 (meters)    5068.07  (feet)  COMP
 LR0954  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 LR0954
 LR0954  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0954
 LR0954.The horizontal coordinates were scaled from a topographic map and have
 LR0954.an estimated accuracy of +/- 6 seconds.
 LR0954
 LR0954.The orthometric height was determined by differential leveling
 LR0954.and adjusted by the National Geodetic Survey in 1992..
 LR0954.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0954.rate of 0.0 thru 1.0 mm/km.
 LR0954
 LR0954.The geoid height was determined by GEOID03.
 LR0954
 LR0954.The dynamic height is computed by dividing the NAVD 88
 LR0954.geopotential number by the normal gravity value computed on the
 LR0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0954.degrees latitude (g = 980.6199 gals.).
 LR0954
 LR0954.The modeled gravity was interpolated from observed gravity values.
 LR0954
 LR0954;                    North         East    Units  Estimated Accuracy
 LR0954;SPC NV C     - 6,686,990.      487,950.      MT  (+/- 180 meters Scaled)
 LR0954
 LR0954                          SUPERSEDED SURVEY CONTROL
 LR0954
 LR0954.No superseded survey control is available for this station.
 LR0954
 LR0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF160321(NAD 83)
 LR0954_MARKER: DD = SURVEY DISK
 LR0954_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LR0954_SP_SET: PREFAB CONC. POST IN EARTH
 LR0954_STAMPING: 39 O 1963
 LR0954_MARK LOGO: USGS  
 LR0954_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0954+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0954
 LR0954  HISTORY     - Date     Condition        Report By
 LR0954  HISTORY     - 1963     MONUMENTED       USGS
 LR0954
 LR0954                          STATION DESCRIPTION
 LR0954
 LR0954'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0954'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0954'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 LR0954'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 LR0954'NORTHEAST ALONG ROAD, THENCE 2.4 MILES EAST ALONG ROAD, 2.1 MILES EAST
 LR0954'OF THE NORTHEAST CORNER OF T35N R45E, ABOUT THE CENTER OF -S- CURVE IN
 LR0954'THE ROAD AND 52 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4 FEET
 LR0954'NORTHEAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0677 ***********************************************************************
 GS0677  DESIGNATION -  39 TJS
 GS0677  PID         -  GS0677
 GS0677  STATE/COUNTY-  NV/NYE
 GS0677  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0677
 GS0677                         *CURRENT SURVEY CONTROL
 GS0677  ___________________________________________________________________
 GS0677* NAD 83(1986)-  36 52 14.     (N)    116 28 00.     (W)     SCALED    
 GS0677* NAVD 88     -      1481.806  (meters)    4861.56   (feet)  ADJUSTED  
 GS0677  ___________________________________________________________________
 GS0677  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 GS0677  DYNAMIC HT  -        1480.095 (meters)    4855.94  (feet)  COMP
 GS0677  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 GS0677
 GS0677  VERT ORDER  -  FIRST     CLASS I
 GS0677
 GS0677.The horizontal coordinates were scaled from a topographic map and have
 GS0677.an estimated accuracy of +/- 6 seconds.
 GS0677
 GS0677.The orthometric height was determined by differential leveling
 GS0677.and adjusted by the National Geodetic Survey in May 2004..
 GS0677
 GS0677.The geoid height was determined by GEOID03.
 GS0677
 GS0677.The dynamic height is computed by dividing the NAVD 88
 GS0677.geopotential number by the normal gravity value computed on the
 GS0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0677.degrees latitude (g = 980.6199 gals.).
 GS0677
 GS0677.The modeled gravity was interpolated from observed gravity values.
 GS0677
 GS0677;                    North         East    Units  Estimated Accuracy
 GS0677;SPC NV C     - 6,235,280.      517,830.      MT  (+/- 180 meters Scaled)
 GS0677
 GS0677                          SUPERSEDED SURVEY CONTROL
 GS0677
 GS0677  NAVD 88 (??/??/92) 1481.818  (m)         4861.60   (f) UNKNOWN     3 0
 GS0677  NGVD 29 (05/01/91) 1480.845  (m)         4858.41   (f) ADJUSTED    1 1
 GS0677
 GS0677.Superseded values are not recommended for survey control.
 GS0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0677.See file dsdata.txt to determine how the superseded data were derived.
 GS0677
 GS0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA475806(NAD 83)
 GS0677_MARKER: DB = BENCH MARK DISK
 GS0677_SETTING: 66 = SET IN ROCK OUTCROP
 GS0677_SP_SET: BEDROCK
 GS0677_STAMPING: 39 TJS 1983
 GS0677_MARK LOGO: USGS  
 GS0677_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0677+STABILITY: POSITION/ELEVATION WELL
 GS0677
 GS0677  HISTORY     - Date     Condition        Report By
 GS0677  HISTORY     - 1983     MONUMENTED       USGS
 GS0677  HISTORY     - 1986     GOOD             USGS
 GS0677  HISTORY     - 1988     GOOD             USGS
 GS0677  HISTORY     - 19910318 GOOD             USGS
 GS0677  HISTORY     - 19930119 GOOD             USGS
 GS0677  HISTORY     - 19950118 GOOD             USGS
 GS0677
 GS0677                          STATION DESCRIPTION
 GS0677
 GS0677'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0677'63.7 KM (39.60 MI) NW FROM MERCURY.
 GS0677'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0677'JACKASS FLAT ROAD WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0677'MERCURY,PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0677'INTERSECTION OF ROADS F AND H WHICH IS 1.3 MILES NORTHWEST OF THE
 GS0677'GUARD STATION, TURN WEST ONTO ROAD H AND PROCEED 7.9 MILES TO THE
 GS0677'WEST EDGE OF FORTYMILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND
 GS0677'PROCEED 1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE
 GS0677'NORTHWESTERLY 4.85 MILES TO AN INTERSECTION AT THE TOP OF YUCCA
 GS0677'MOUNTAIN, TURN NORTH ALONG THE TOP OF THE RIDGE 2.3 MILES TO THE END
 GS0677'OF THE ROAD, 145 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GS0677'APPROXIMATELY 500 FEET ALONG BEARING SOUTH 45 DEGREES EAST FROM 38
 GS0677'TJS.
 GS0677
 GS0677                          STATION RECOVERY (1986)
 GS0677
 GS0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0677'RECOVERED IN GOOD CONDITION.
 GS0677
 GS0677                          STATION RECOVERY (1988)
 GS0677
 GS0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0677'RECOVERED IN GOOD CONDITION.
 GS0677
 GS0677                          STATION RECOVERY (1991)
 GS0677
 GS0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0677'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0677'JACKASS FLAT ROAD WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0677'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0677'INTERSECTION OF ROADS F AND H WHICH IS 1.3 MILES NORTHWEST OF THE
 GS0677'GUARD STATION, TURN WEST ONTO ROAD H AND PROCEED 7.9 MILES TO THE
 GS0677'WEST EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND
 GS0677'PROCEED 1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE
 GS0677'NORTHWESTERLY 4.85 MILES TO AN INTERSECTION AT THE TOP OF YUCCA
 GS0677'MOUNTAIN, TURN NORTH ALONG THE TOP OF THE RIDGE 2.3 MILES TO THE END
 GS0677'OF THE ROAD, 145 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GS0677'APPROXIMATELY 500 FEET ALONG BEARING SOUTH 45 DEGREES EAST FROM 38
 GS0677'TJS.
 GS0677
 GS0677                          STATION RECOVERY (1993)
 GS0677
 GS0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0677'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0677'JACKASS FLAT ROAD WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0677'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0677'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H WHICH IS 1.3
 GS0677'MILES (2.1 KM) NORTHWEST OF THE GUARD STATION, TURN WEST ONTO ROAD H
 GS0677'AND PROCEED 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0677'TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED 1.95 MILES (3.14 KM) TO A
 GS0677'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 4.85 MILES
 GS0677'(7.81 KM) TO AN INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN NORTH
 GS0677'ALONG THE TOP OF THE RIDGE 2.3 MILES (3.7 KM) TO THE END OF THE ROAD,
 GS0677'145 FEET (44.2 M) WEST OF THE CENTERLINE OF THE ROAD, APPROXIMATELY
 GS0677'500 FEET (152.4 M) ALONG BEARING SOUTH 45 DEGREES EAST FROM 38 TJS.
 GS0677
 GS0677                          STATION RECOVERY (1995)
 GS0677
 GS0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0677'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0423 ***********************************************************************
 KR0423  DESIGNATION -  3904
 KR0423  PID         -  KR0423
 KR0423  STATE/COUNTY-  NV/CHURCHILL
 KR0423  USGS QUAD   -  PARRAN (1986)
 KR0423
 KR0423                         *CURRENT SURVEY CONTROL
 KR0423  ___________________________________________________________________
 KR0423* NAD 83(1986)-  39 51 29.     (N)    118 46 36.     (W)     SCALED    
 KR0423* NAVD 88     -      1190.89   (+/-2cm)    3907.1    (feet)  VERTCON   
 KR0423  ___________________________________________________________________
 KR0423  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 KR0423
 KR0423  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0423
 KR0423.The horizontal coordinates were scaled from a topographic map and have
 KR0423.an estimated accuracy of +/- 6 seconds.
 KR0423
 KR0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0423.The vertical order pertains to the NGVD 29 superseded value.
 KR0423
 KR0423.The geoid height was determined by GEOID03.
 KR0423
 KR0423;                    North         East    Units  Estimated Accuracy
 KR0423;SPC NV W     - 4,566,870.      783,460.      MT  (+/- 180 meters Scaled)
 KR0423
 KR0423                          SUPERSEDED SURVEY CONTROL
 KR0423
 KR0423  NGVD 29 (??/??/92) 1189.988  (m)         3904.15   (f) ADJ UNCH    1 2
 KR0423
 KR0423.Superseded values are not recommended for survey control.
 KR0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0423.See file dsdata.txt to determine how the superseded data were derived.
 KR0423
 KR0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE480135(NAD 83)
 KR0423_MARKER: DD = SURVEY DISK
 KR0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0423_SP_SET: ABUTMENT
 KR0423_STAMPING: 49 GWM 1950 3904
 KR0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0423
 KR0423  HISTORY     - Date     Condition        Report By
 KR0423  HISTORY     - 1950     MONUMENTED       USGS
 KR0423  HISTORY     - 1953     GOOD             NGS
 KR0423
 KR0423                          STATION DESCRIPTION
 KR0423
 KR0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0423'3.7 MI N FROM PARRAN.
 KR0423'3.7 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0423'WATER TANK AT PARRAN, AT WOODEN BRIDGE 315.63, IN THE TOP OF THE
 KR0423'SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT, 7.5 FEET SOUTHEAST
 KR0423'OF THE SOUTHEAST RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE
 KR0423'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0424 ***********************************************************************
 KR0424  DESIGNATION -  3904.0
 KR0424  PID         -  KR0424
 KR0424  STATE/COUNTY-  NV/CHURCHILL
 KR0424  USGS QUAD   -  PARRAN (1986)
 KR0424
 KR0424                         *CURRENT SURVEY CONTROL
 KR0424  ___________________________________________________________________
 KR0424* NAD 83(1986)-  39 51 29.     (N)    118 46 37.     (W)     SCALED    
 KR0424* NAVD 88     -      1190.91   (+/-2cm)    3907.2    (feet)  VERTCON   
 KR0424  ___________________________________________________________________
 KR0424  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 KR0424
 KR0424  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0424
 KR0424.The horizontal coordinates were scaled from a topographic map and have
 KR0424.an estimated accuracy of +/- 6 seconds.
 KR0424
 KR0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0424.The vertical order pertains to the NGVD 29 superseded value.
 KR0424
 KR0424.The geoid height was determined by GEOID03.
 KR0424
 KR0424;                    North         East    Units  Estimated Accuracy
 KR0424;SPC NV W     - 4,566,870.      783,430.      MT  (+/- 180 meters Scaled)
 KR0424
 KR0424                          SUPERSEDED SURVEY CONTROL
 KR0424
 KR0424  NGVD 29 (??/??/92) 1190.016  (m)         3904.24   (f) ADJ UNCH    1 2
 KR0424
 KR0424.Superseded values are not recommended for survey control.
 KR0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0424.See file dsdata.txt to determine how the superseded data were derived.
 KR0424
 KR0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE480135(NAD 83)
 KR0424_MARKER: Q = CHISELED SQUARE
 KR0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0424_SP_SET: ABUTMENT
 KR0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0424
 KR0424  HISTORY     - Date     Condition        Report By
 KR0424  HISTORY     - UNK      MONUMENTED       USGS
 KR0424  HISTORY     - 1953     GOOD             NGS
 KR0424
 KR0424                          STATION DESCRIPTION
 KR0424
 KR0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0424'3.7 MI N FROM PARRAN.
 KR0424'3.7 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0424'WATER TANK AT PARRAN, AT WOODEN BRIDGE 315.63, IN THE TOP OF THE
 KR0424'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT, 8.0 FEET NORTHWEST
 KR0424'OF THE NORTHWEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE
 KR0424'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0239 ***********************************************************************
 KR0239  DESIGNATION -  3928.44
 KR0239  PID         -  KR0239
 KR0239  STATE/COUNTY-  NV/CHURCHILL
 KR0239  USGS QUAD   -  GRIMES POINT (1985)
 KR0239
 KR0239                         *CURRENT SURVEY CONTROL
 KR0239  ___________________________________________________________________
 KR0239* NAD 83(1986)-  39 24 29.     (N)    118 42 26.     (W)     SCALED    
 KR0239* NAVD 88     -      1198.269  (meters)    3931.32   (feet)  ADJUSTED  
 KR0239  ___________________________________________________________________
 KR0239  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 KR0239  DYNAMIC HT  -        1197.224 (meters)    3927.89  (feet)  COMP
 KR0239  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 KR0239
 KR0239  VERT ORDER  -  FIRST     CLASS II
 KR0239
 KR0239.The horizontal coordinates were scaled from a topographic map and have
 KR0239.an estimated accuracy of +/- 6 seconds.
 KR0239
 KR0239.The orthometric height was determined by differential leveling
 KR0239.and adjusted by the National Geodetic Survey in June 1991..
 KR0239.WARNING-Repeat measurements at this control monument indicate possible
 KR0239.vertical movement.
 KR0239
 KR0239.The geoid height was determined by GEOID03.
 KR0239
 KR0239.The dynamic height is computed by dividing the NAVD 88
 KR0239.geopotential number by the normal gravity value computed on the
 KR0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0239.degrees latitude (g = 980.6199 gals.).
 KR0239
 KR0239.The modeled gravity was interpolated from observed gravity values.
 KR0239
 KR0239;                    North         East    Units  Estimated Accuracy
 KR0239;SPC NV W     - 4,516,900.      789,330.      MT  (+/- 180 meters Scaled)
 KR0239
 KR0239                          SUPERSEDED SURVEY CONTROL
 KR0239
 KR0239  NGVD 29 (??/??/92) 1197.305  (m)         3928.16   (f) ADJ UNCH    1 2
 KR0239
 KR0239.Superseded values are not recommended for survey control.
 KR0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0239.See file dsdata.txt to determine how the superseded data were derived.
 KR0239
 KR0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD530634(NAD 83)
 KR0239_MARKER: DD = SURVEY DISK
 KR0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0239_SP_SET: CONCRETE APRON
 KR0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0239
 KR0239  HISTORY     - Date     Condition        Report By
 KR0239  HISTORY     - UNK      MONUMENTED       DOD
 KR0239  HISTORY     - 1967     GOOD             NGS
 KR0239
 KR0239                          STATION DESCRIPTION
 KR0239
 KR0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0239'9.25 MI SE FROM FALLON.
 KR0239'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0239'FROM THE CITY HALL AT FALLON, THENCE 0.25 MILE SOUTH ALONG SHERMAN
 KR0239'STREET, THENCE 0.2 MILE EAST ALONG STILLWATER AVENUE, THENCE 4.8 MILES
 KR0239'SOUTH AND 3.0 MILES EAST ALONG A PAVED ROAD, WHICH WAS FORMERLY U.S.
 KR0239'HIGHWAY 50 ALTERNATE, TO THE SOUTH GATE OF THE FALLON NAVAL AIR
 KR0239'STATION, THENCE 0.5 MILE NORTH ALONG FIRST STREET, OR ABOUT 0.5 MILE
 KR0239'EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE, FROM THE CITY
 KR0239'HALL AT FALLON, THENCE 0.25 MILE SOUTH ALONG SHERMAN STREET, THENCE
 KR0239'0.2 MILE EAST ALONG STILLWATER AVENUE, THENCE 0.8 MILE SOUTH ALONG A
 KR0239'PAVED ROAD WHICH WAS FORMERLY U.S. HIGHWAY 50 ALTERNATE, THENCE 2.3
 KR0239'MILES SOUTHEAST ALONG A PAVED ROAD TO THE NORTH GATE OF THE FALLON
 KR0239'NAVAL AIR STATION, THENCE 1.9 MILES SOUTH ALONG A SERVICE ROAD FOR THE
 KR0239'FALLON NAVAL AIR STATION, THENCE 0.8 MILE SOUTH ALONG A PAVED ROAD, IN
 KR0239'SECTION 22, T 18 N, R 29 E, 215 1/2 FEET NORTHWEST OF THE NORTHWEST
 KR0239'CORNER OF THE OPERATIONS BUILDING WHICH WAS FORMERLY THE C.A.A.
 KR0239'BUILDING, AN IRON ANCHOR RING SET IN THE TOP OF THE EAST EDGE OF A
 KR0239'CONCRETE PARKING APRON ABOUT LEVEL WITH THE APRON, 10.0 FEET WEST OF
 KR0239'THE EAST EDGE OF THE APRON, 9.9 FEET NORTH OF THE SOUTH EDGE OF THE
 KR0239'APRON, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0036 ***********************************************************************
 KR0036  DESIGNATION -  3939
 KR0036  PID         -  KR0036
 KR0036  STATE/COUNTY-  NV/CHURCHILL
 KR0036  USGS QUAD   -  COX CANYON (1969)
 KR0036
 KR0036                         *CURRENT SURVEY CONTROL
 KR0036  ___________________________________________________________________
 KR0036* NAD 83(1986)-  39 39 17.     (N)    118 20 29.     (W)     SCALED    
 KR0036* NAVD 88     -      1199.395  (meters)    3935.02   (feet)  ADJUSTED  
 KR0036  ___________________________________________________________________
 KR0036  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 KR0036  DYNAMIC HT  -        1198.378 (meters)    3931.68  (feet)  COMP
 KR0036  MODELED GRAV-     979,738.0   (mgal)                       NAVD 88
 KR0036
 KR0036  VERT ORDER  -  FIRST     CLASS II
 KR0036
 KR0036.The horizontal coordinates were scaled from a topographic map and have
 KR0036.an estimated accuracy of +/- 6 seconds.
 KR0036
 KR0036.The orthometric height was determined by differential leveling
 KR0036.and adjusted by the National Geodetic Survey in June 1991..
 KR0036
 KR0036.The geoid height was determined by GEOID03.
 KR0036
 KR0036.The dynamic height is computed by dividing the NAVD 88
 KR0036.geopotential number by the normal gravity value computed on the
 KR0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0036.degrees latitude (g = 980.6199 gals.).
 KR0036
 KR0036.The modeled gravity was interpolated from observed gravity values.
 KR0036
 KR0036;                    North         East    Units  Estimated Accuracy
 KR0036;SPC NV W     - 4,544,310.      820,760.      MT  (+/- 180 meters Scaled)
 KR0036
 KR0036                          SUPERSEDED SURVEY CONTROL
 KR0036
 KR0036  NGVD 29 (??/??/92) 1198.442  (m)         3931.89   (f) ADJ UNCH    1 2
 KR0036
 KR0036.Superseded values are not recommended for survey control.
 KR0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0036.See file dsdata.txt to determine how the superseded data were derived.
 KR0036
 KR0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD849902(NAD 83)
 KR0036_MARKER: DD = SURVEY DISK
 KR0036_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0036_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0036_STAMPING: 3939 1908
 KR0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0036
 KR0036  HISTORY     - Date     Condition        Report By
 KR0036  HISTORY     - 1908     MONUMENTED       USGS
 KR0036  HISTORY     - 1955     GOOD             NGS
 KR0036
 KR0036                          STATION DESCRIPTION
 KR0036
 KR0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0036'IN DESERT WELL.
 KR0036'AT DESERT WELL, 119.6 FEET NORTHWEST OF THE NORTH LEG OF A STEEL TOWER
 KR0036'WINDMILL, 39.8 FEET EAST OF THE EAST CORNER OF A CORRUGATED METAL
 KR0036'HOUSE, 13 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD, 1.1
 KR0036'FEET SOUTHEAST OF A SPLIT RAILROAD TIE PROJECTING 5 FEET, AND RIVETED
 KR0036'ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE
 KR0036'GROUND.  NOTE-- SLANTING MARK.  ROD HELD OVER THE LETTERS URV OF WORD
 KR0036'SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0272 ***********************************************************************
 LS0272  DESIGNATION -  3949.215
 LS0272  PID         -  LS0272
 LS0272  STATE/COUNTY-  NV/PERSHING
 LS0272  USGS QUAD   -  WEST OF LOVELOCK (1987)
 LS0272
 LS0272                         *CURRENT SURVEY CONTROL
 LS0272  ___________________________________________________________________
 LS0272* NAD 83(1986)-  40 07 52.     (N)    118 30 37.     (W)     SCALED    
 LS0272* NAVD 88     -      1204.755  (meters)    3952.60   (feet)  ADJUSTED  
 LS0272  ___________________________________________________________________
 LS0272  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 LS0272  DYNAMIC HT  -        1203.793 (meters)    3949.44  (feet)  COMP
 LS0272  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 LS0272
 LS0272  VERT ORDER  -  FIRST     CLASS II
 LS0272
 LS0272.The horizontal coordinates were scaled from a topographic map and have
 LS0272.an estimated accuracy of +/- 6 seconds.
 LS0272
 LS0272.The orthometric height was determined by differential leveling
 LS0272.and adjusted by the National Geodetic Survey in June 1991..
 LS0272
 LS0272.The geoid height was determined by GEOID03.
 LS0272
 LS0272.The dynamic height is computed by dividing the NAVD 88
 LS0272.geopotential number by the normal gravity value computed on the
 LS0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0272.degrees latitude (g = 980.6199 gals.).
 LS0272
 LS0272.The modeled gravity was interpolated from observed gravity values.
 LS0272
 LS0272;                    North         East    Units  Estimated Accuracy
 LS0272;SPC NV W     - 4,597,170.      806,230.      MT  (+/- 180 meters Scaled)
 LS0272
 LS0272                          SUPERSEDED SURVEY CONTROL
 LS0272
 LS0272  NGVD 29 (??/??/92) 1203.83   (m)         3949.6    (f) COMPUTED    1 2
 LS0272
 LS0272.Superseded values are not recommended for survey control.
 LS0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0272.See file dsdata.txt to determine how the superseded data were derived.
 LS0272
 LS0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE713434(NAD 83)
 LS0272_MARKER: DB = BENCH MARK DISK
 LS0272_SETTING: 0 = UNSPECIFIED SETTING
 LS0272_SP_SET: RED CLAY BRICK POST
 LS0272_STAMPING: 3949.215
 LS0272_MARK LOGO: CGS   
 LS0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0272
 LS0272  HISTORY     - Date     Condition        Report By
 LS0272  HISTORY     - UNK      MONUMENTED       CGS
 LS0272  HISTORY     - 1951     GOOD             NGS
 LS0272  HISTORY     - 1986     GOOD             NGS
 LS0272
 LS0272                          STATION DESCRIPTION
 LS0272
 LS0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0272'3.9 MI SW FROM LOVELOCK.
 LS0272'3.9 MILES SOUTHWEST FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION
 LS0272'IN LOVELOCK, ALONG THE RAILROAD TRACKS, 0.45 MILE NORTHEAST OF
 LS0272'MILEPOLE NO. 340, 0.2 MILES NORTHEAST OF AUTOMATIC SIGNAL NO. 3403,
 LS0272'80.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTHEAST-BOUND
 LS0272'TRACK, 68.7 FEET SOUTH OF A TELEPHONE POLE, 53.2 FEET NORTHWEST OF THE
 LS0272'SOUTHEAST RIGHT-OF-WAY FENCE LINE, 1.6 FEET SOUTHWEST OF A WITNESS
 LS0272'POST, ABOUT 3 FEET LOWER THAN THE TOP OF THE RAILS, AND SET IN THE TOP
 LS0272'OF A RED CLAY BRICK SQUARE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LS0272
 LS0272                          STATION RECOVERY (1986)
 LS0272
 LS0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0272'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LS0272'MI) SOUTHWEST ALONG CORNELL AVENUE FROM THE INTERSECTION OF MAIN
 LS0272'STREET IN LOVELOCK, THENCE 5.5 KM (3.4 MI) SOUTHWEST ALONG LOWER
 LS0272'VALLEY ROAD (OLD US HIGHWAY 40), THENCE 0.28 KM (0.17 MI) SOUTHEAST
 LS0272'ALONG WEST ROAD, THENCE 0.52 KM (0.32 MI) NORTHEAST ALONG A TRACK ROAD
 LS0272'ON THE SOUTHEAST SIDE OF THE SOUTHERN PACIFIC COMPANY RAILROAD,
 LS0272'7.6 METERS (25.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 LS0272'24.4 METERS (80.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 20.9 METERS
 LS0272'(68.5 FT) SOUTH OF A TELEPHONE POLE. IN TOP OF A RED CLAY BRICK POST
 LS0272'WHICH PROJECTS 15 CM (6 IN) ABOVE GROUND.
 LS0272'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LS0272'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0197 ***********************************************************************
 KR0197  DESIGNATION -  3953
 KR0197  PID         -  KR0197
 KR0197  STATE/COUNTY-  NV/CHURCHILL
 KR0197  USGS QUAD   -  LAHONTAN MTS (1985)
 KR0197
 KR0197                         *CURRENT SURVEY CONTROL
 KR0197  ___________________________________________________________________
 KR0197* NAD 83(1986)-  39 27 31.     (N)    118 31 22.     (W)     SCALED    
 KR0197* NAVD 88     -      1203.733  (meters)    3949.25   (feet)  ADJUSTED  
 KR0197  ___________________________________________________________________
 KR0197  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 KR0197  DYNAMIC HT  -        1202.705 (meters)    3945.87  (feet)  COMP
 KR0197  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 KR0197
 KR0197  VERT ORDER  -  FIRST     CLASS II
 KR0197
 KR0197.The horizontal coordinates were scaled from a topographic map and have
 KR0197.an estimated accuracy of +/- 6 seconds.
 KR0197
 KR0197.The orthometric height was determined by differential leveling
 KR0197.and adjusted by the National Geodetic Survey in June 1991..
 KR0197.WARNING-Repeat measurements at this control monument indicate possible
 KR0197.vertical movement.
 KR0197
 KR0197.The geoid height was determined by GEOID03.
 KR0197
 KR0197.The dynamic height is computed by dividing the NAVD 88
 KR0197.geopotential number by the normal gravity value computed on the
 KR0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0197.degrees latitude (g = 980.6199 gals.).
 KR0197
 KR0197.The modeled gravity was interpolated from observed gravity values.
 KR0197
 KR0197;                    North         East    Units  Estimated Accuracy
 KR0197;SPC NV W     - 4,522,510.      805,210.      MT  (+/- 180 meters Scaled)
 KR0197
 KR0197                          SUPERSEDED SURVEY CONTROL
 KR0197
 KR0197  NGVD 29 (??/??/92) 1202.771  (m)         3946.09   (f) ADJ UNCH    1 2
 KR0197
 KR0197.Superseded values are not recommended for survey control.
 KR0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0197.See file dsdata.txt to determine how the superseded data were derived.
 KR0197
 KR0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD689687(NAD 83)
 KR0197_MARKER: DD = SURVEY DISK
 KR0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0197_STAMPING: 3953 1908
 KR0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0197+STABILITY: SURFACE MOTION
 KR0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0197+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 KR0197
 KR0197  HISTORY     - Date     Condition        Report By
 KR0197  HISTORY     - 1908     MONUMENTED       USGS
 KR0197  HISTORY     - 1967     GOOD             NGS
 KR0197  HISTORY     - 20060519 GOOD             GEOCAC
 KR0197
 KR0197                          STATION DESCRIPTION
 KR0197
 KR0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0197'7.55 MI S FROM STILLWATER.
 KR0197'ABOUT 1.5 MILES WEST ALONG STILLWATER ROAD FROM BRIDGE NUMBER 293 OVER
 KR0197'A LARGE DRAINAGE DITCH AT STILLWATER, THENCE 1.65 MILES SOUTH ALONG A
 KR0197'DIRT ROAD WHICH PARALLELS THE WEST SIDE OF AN IRRIGATION CANAL, THENCE
 KR0197'0.55 MILE SOUTHEAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTHWEST
 KR0197'SIDE OF AN IRRIGATION CANAL, THENCE 2.0 MILES SOUTH ALONG A DIRT ROAD,
 KR0197'THENCE 1.75 MILES EAST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTH ALONG
 KR0197'A DIRT ROAD, IN SECTION 5, T 18 N, R 31 E, 23 FEET WEST OF THE CENTER
 KR0197'LINE OF THE ROAD, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 KR0197'WITH THE ROAD, A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A
 KR0197'CONCRETE POST WHICH PROJECTS 8 INCHES.
 KR0197
 KR0197                          STATION RECOVERY (2006)
 KR0197
 KR0197'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0197'OBSERVED GPSR COORDINATES N 39 27 31.74, W 118 31 21.18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0346 ***********************************************************************
 KR0346  DESIGNATION -  3963.5
 KR0346  PID         -  KR0346
 KR0346  STATE/COUNTY-  NV/CHURCHILL
 KR0346  USGS QUAD   -  FALLON (1985)
 KR0346
 KR0346                         *CURRENT SURVEY CONTROL
 KR0346  ___________________________________________________________________
 KR0346* NAD 83(1986)-  39 27 40.     (N)    118 46 49.     (W)     SCALED    
 KR0346* NAVD 88     -      1208.638  (meters)    3965.34   (feet)  ADJUSTED  
 KR0346  ___________________________________________________________________
 KR0346  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 KR0346  DYNAMIC HT  -        1207.597 (meters)    3961.92  (feet)  COMP
 KR0346  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 KR0346
 KR0346  VERT ORDER  -  FIRST     CLASS II
 KR0346
 KR0346.The horizontal coordinates were scaled from a topographic map and have
 KR0346.an estimated accuracy of +/- 6 seconds.
 KR0346
 KR0346.The orthometric height was determined by differential leveling
 KR0346.and adjusted by the National Geodetic Survey in June 1991..
 KR0346.WARNING-Repeat measurements at this control monument indicate possible
 KR0346.vertical movement.
 KR0346
 KR0346.The geoid height was determined by GEOID03.
 KR0346
 KR0346.The dynamic height is computed by dividing the NAVD 88
 KR0346.geopotential number by the normal gravity value computed on the
 KR0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0346.degrees latitude (g = 980.6199 gals.).
 KR0346
 KR0346.The modeled gravity was interpolated from observed gravity values.
 KR0346
 KR0346;                    North         East    Units  Estimated Accuracy
 KR0346;SPC NV W     - 4,522,800.      783,050.      MT  (+/- 180 meters Scaled)
 KR0346
 KR0346                          SUPERSEDED SURVEY CONTROL
 KR0346
 KR0346  NGVD 29 (??/??/92) 1207.680  (m)         3962.20   (f) ADJ UNCH    1 2
 KR0346
 KR0346.Superseded values are not recommended for survey control.
 KR0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0346.See file dsdata.txt to determine how the superseded data were derived.
 KR0346
 KR0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD468694(NAD 83)
 KR0346_MARKER: DD = SURVEY DISK
 KR0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0346_SP_SET: WALL
 KR0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0346
 KR0346  HISTORY     - Date     Condition        Report By
 KR0346  HISTORY     - UNK      MONUMENTED       CGS
 KR0346  HISTORY     - 1967     GOOD             NGS
 KR0346
 KR0346                          STATION DESCRIPTION
 KR0346
 KR0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0346'1.15 MI S FROM FALLON.
 KR0346'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0346'FROM THE CITY HALL AT FALLON, THENCE 1.1 MILES SOUTH ALONG U.S.
 KR0346'HIGHWAY 95, IN S 31, T 19 N, R 29 E, 102 FEET EAST OF THE CENTER LINE
 KR0346'OF THE HIGHWAY, 46 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 KR0346'SET IN THE CENTER OF THE TOP AND 1.7 FEET SOUTH OF THE SOUTH EDGE OF
 KR0346'THE SOUTH CONCRETE WALL OF A CONCRETE STRUCTURE THAT SUPPORTS A
 KR0346'FLOODGATE ACROSS THE L CANAL, 92 FEET EAST OF THE SOUTHEAST CORNER OF
 KR0346'A BRIDGE OVER THE CANAL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 KR0346'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0223 ***********************************************************************
 KR0223  DESIGNATION -  3964
 KR0223  PID         -  KR0223
 KR0223  STATE/COUNTY-  NV/CHURCHILL
 KR0223  USGS QUAD   -  BUNEJUG MTS (1985)
 KR0223
 KR0223                         *CURRENT SURVEY CONTROL
 KR0223  ___________________________________________________________________
 KR0223* NAD 83(1986)-  39 22 29.     (N)    118 35 03.     (W)     SCALED    
 KR0223* NAVD 88     -      1207.082  (meters)    3960.23   (feet)  ADJUSTED  
 KR0223  ___________________________________________________________________
 KR0223  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KR0223  DYNAMIC HT  -        1206.042 (meters)    3956.82  (feet)  COMP
 KR0223  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 KR0223
 KR0223  VERT ORDER  -  FIRST     CLASS II
 KR0223
 KR0223.The horizontal coordinates were scaled from a topographic map and have
 KR0223.an estimated accuracy of +/- 6 seconds.
 KR0223
 KR0223.The orthometric height was determined by differential leveling
 KR0223.and adjusted by the National Geodetic Survey in June 1991..
 KR0223
 KR0223.The geoid height was determined by GEOID03.
 KR0223
 KR0223.The dynamic height is computed by dividing the NAVD 88
 KR0223.geopotential number by the normal gravity value computed on the
 KR0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0223.degrees latitude (g = 980.6199 gals.).
 KR0223
 KR0223.The modeled gravity was interpolated from observed gravity values.
 KR0223
 KR0223;                    North         East    Units  Estimated Accuracy
 KR0223;SPC NV W     - 4,513,200.      799,930.      MT  (+/- 180 meters Scaled)
 KR0223
 KR0223                          SUPERSEDED SURVEY CONTROL
 KR0223
 KR0223  NGVD 29 (??/??/92) 1206.112  (m)         3957.05   (f) ADJ UNCH    1 2
 KR0223
 KR0223.Superseded values are not recommended for survey control.
 KR0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0223.See file dsdata.txt to determine how the superseded data were derived.
 KR0223
 KR0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD635595(NAD 83)
 KR0223_MARKER: DD = SURVEY DISK
 KR0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0223_SP_SET: SIDEWALK
 KR0223_STAMPING: 3974 1908
 KR0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0223
 KR0223  HISTORY     - Date     Condition        Report By
 KR0223  HISTORY     - 1908     MONUMENTED       USGS
 KR0223  HISTORY     - 1967     GOOD             NGS
 KR0223  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0223
 KR0223                          STATION DESCRIPTION
 KR0223
 KR0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0223'IN SALT WELLS.
 KR0223'AT SALT WELLS, ALONG U.S. HIGHWAY 50, 6.7 FEET NORTHEAST OF THE
 KR0223'NORTHEAST CORNER OF THE SERVICE STATION, IN SECTION 35, T 18 N, R 30
 KR0223'E, 116 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, A U.S. GEOLOGICAL
 KR0223'SURVEY DISK SET IN THE TOP OF THE CONCRETE SIDEWALK BETWEEN A BUILDING
 KR0223'WHICH CONTAINS A BAR AND ANOTHER BUILDING WHICH CONTAINS LIVING
 KR0223'QUARTERS, 3.4 FEET WEST OF THE NORTH EDGE OF THE WEST ENTRANCE TO THE
 KR0223'BUILDING WHICH CONTAINS LIVING QUARTERS, 9.9 FEET SOUTH OF THE NORTH
 KR0223'EDGE AND ABOUT LEVEL WITH THE SIDEWALK, AND ABOUT LEVEL WITH THE
 KR0223'HIGHWAY.
 KR0223
 KR0223                          STATION RECOVERY (1986)
 KR0223
 KR0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0223'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0033 ***********************************************************************
 KR0033  DESIGNATION -  3978
 KR0033  PID         -  KR0033
 KR0033  STATE/COUNTY-  NV/CHURCHILL
 KR0033  USGS QUAD   -  COX CANYON (1969)
 KR0033
 KR0033                         *CURRENT SURVEY CONTROL
 KR0033  ___________________________________________________________________
 KR0033* NAD 83(1986)-  39 41 39.     (N)    118 18 43.     (W)     SCALED    
 KR0033* NAVD 88     -      1211.143  (meters)    3973.56   (feet)  ADJUSTED  
 KR0033  ___________________________________________________________________
 KR0033  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 KR0033  DYNAMIC HT  -        1210.120 (meters)    3970.20  (feet)  COMP
 KR0033  MODELED GRAV-     979,740.1   (mgal)                       NAVD 88
 KR0033
 KR0033  VERT ORDER  -  FIRST     CLASS II
 KR0033
 KR0033.The horizontal coordinates were scaled from a topographic map and have
 KR0033.an estimated accuracy of +/- 6 seconds.
 KR0033
 KR0033.The orthometric height was determined by differential leveling
 KR0033.and adjusted by the National Geodetic Survey in June 1991..
 KR0033
 KR0033.The geoid height was determined by GEOID03.
 KR0033
 KR0033.The dynamic height is computed by dividing the NAVD 88
 KR0033.geopotential number by the normal gravity value computed on the
 KR0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0033.degrees latitude (g = 980.6199 gals.).
 KR0033
 KR0033.The modeled gravity was interpolated from observed gravity values.
 KR0033
 KR0033;                    North         East    Units  Estimated Accuracy
 KR0033;SPC NV W     - 4,548,690.      823,280.      MT  (+/- 180 meters Scaled)
 KR0033
 KR0033                          SUPERSEDED SURVEY CONTROL
 KR0033
 KR0033  NGVD 29 (??/??/92) 1210.19   (m)         3970.4    (f) COMPUTED    1 2
 KR0033
 KR0033.Superseded values are not recommended for survey control.
 KR0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0033.See file dsdata.txt to determine how the superseded data were derived.
 KR0033
 KR0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD875946(NAD 83)
 KR0033_MARKER: DD = SURVEY DISK
 KR0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0033_STAMPING: 3978 1908
 KR0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0033
 KR0033  HISTORY     - Date     Condition        Report By
 KR0033  HISTORY     - 1908     MONUMENTED       USGS
 KR0033  HISTORY     - 1955     GOOD             NGS
 KR0033  HISTORY     - 1957     GOOD             NGS
 KR0033
 KR0033                          STATION DESCRIPTION
 KR0033
 KR0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0033'3.1 MI NE FROM DESERT WELL.
 KR0033'1.1 MILES NORTHEAST ALONG A TRACK ROAD FROM DESERT WELL, THENCE 2.0
 KR0033'MILES NORTHEAST ALONG A COUNTY GRADED ROAD, AT THE Y JUNCTION OF A
 KR0033'GRADED ROAD LEADING EAST TO COX CANYON, 24 1/2 FEET EAST OF THE CENTER
 KR0033'OF THE Y JUNCTION, 10 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A
 KR0033'SMALL DRY WASH, 2.1 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 KR0033'THAN THE ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 KR0033'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 KR0033
 KR0033                          STATION RECOVERY (1957)
 KR0033
 KR0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KR0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0654 ***********************************************************************
 FS0654  DESIGNATION -  398.1 A
 FS0654  PID         -  FS0654
 FS0654  STATE/COUNTY-  NV/CLARK
 FS0654  USGS QUAD   -  SPIRIT MTN NW (1959)
 FS0654
 FS0654                         *CURRENT SURVEY CONTROL
 FS0654  ___________________________________________________________________
 FS0654* NAD 83(1986)-  35 29 34.     (N)    114 41 10.     (W)     SCALED    
 FS0654* NAVD 88     -       189.290  (meters)     621.03   (feet)  POSTED    
 FS0654  ___________________________________________________________________
 FS0654  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FS0654  DYNAMIC HT  -         189.100 (meters)     620.41  (feet)  COMP
 FS0654  MODELED GRAV-     979,635.1   (mgal)                       NAVD 88
 FS0654
 FS0654  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FS0654
 FS0654.The horizontal coordinates were scaled from a topographic map and have
 FS0654.an estimated accuracy of +/- 6 seconds.
 FS0654
 FS0654.The orthometric height was determined by differential leveling
 FS0654.and adjusted by the National Geodetic Survey in 1992..
 FS0654.No vertical observational check was made to the station.
 FS0654.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FS0654.was located on a no-check spur therefore a value was not computed.
 FS0654
 FS0654.The geoid height was determined by GEOID03.
 FS0654
 FS0654.The dynamic height is computed by dividing the NAVD 88
 FS0654.geopotential number by the normal gravity value computed on the
 FS0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0654.degrees latitude (g = 980.6199 gals.).
 FS0654
 FS0654.The modeled gravity was interpolated from observed gravity values.
 FS0654
 FS0654;                    North         East    Units  Estimated Accuracy
 FS0654;SPC NV E     - 8,082,770.      281,410.      MT  (+/- 180 meters Scaled)
 FS0654
 FS0654                          SUPERSEDED SURVEY CONTROL
 FS0654
 FS0654  NGVD 29 (??/??/92)  188.588  (m)          618.73   (f) ADJ UNCH    1 2
 FS0654
 FS0654.Superseded values are not recommended for survey control.
 FS0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0654.See file dsdata.txt to determine how the superseded data were derived.
 FS0654
 FS0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV098301(NAD 83)
 FS0654_MARKER: DD = SURVEY DISK
 FS0654_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0654_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0654_STAMPING: 3981 1932
 FS0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0654
 FS0654  HISTORY     - Date     Condition        Report By
 FS0654  HISTORY     - 1932     MONUMENTED       BOR
 FS0654  HISTORY     - 1949     POOR             NGS
 FS0654
 FS0654                          STATION DESCRIPTION
 FS0654
 FS0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0654'14.6 MI E FROM SEARCHLIGHT.
 FS0654'0.2 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 FS0654'SEARCHLIGHT, THENCE 14.2 MILES EAST ALONG THE COTTONWOOD LANDING
 FS0654'ROAD, THENCE 0.25 MILE WEST ACROSS COUNTRY, 1 1/2 FEET NORTH OF
 FS0654'A CAIRN, 0.6 FOOT EAST OF A 2-INCH IRON PIPE WHICH PROJECTS ABOUT
 FS0654'7 FEET ABOVE GROUND, AND SET ON THE TOP OF A 2-INCH IRON PIPE
 FS0654'PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- DISK IS LOOSE ON THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0427 ***********************************************************************
 LS0427  DESIGNATION -  4
 LS0427  PID         -  LS0427
 LS0427  STATE/COUNTY-  NV/WASHOE
 LS0427  USGS QUAD   -  PYRAMID SW (1974)
 LS0427
 LS0427                         *CURRENT SURVEY CONTROL
 LS0427  ___________________________________________________________________
 LS0427* NAD 83(1986)-  40 00 13.     (N)    119 37 42.     (W)     SCALED    
 LS0427* NAVD 88     -      1183.174  (meters)    3881.80   (feet)  ADJUSTED  
 LS0427  ___________________________________________________________________
 LS0427  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 LS0427  DYNAMIC HT  -        1182.213 (meters)    3878.64  (feet)  COMP
 LS0427  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 LS0427
 LS0427  VERT ORDER  -  FIRST     CLASS II
 LS0427
 LS0427.The horizontal coordinates were scaled from a topographic map and have
 LS0427.an estimated accuracy of +/- 6 seconds.
 LS0427
 LS0427.The orthometric height was determined by differential leveling
 LS0427.and adjusted by the National Geodetic Survey in June 1991..
 LS0427
 LS0427.The geoid height was determined by GEOID03.
 LS0427
 LS0427.The dynamic height is computed by dividing the NAVD 88
 LS0427.geopotential number by the normal gravity value computed on the
 LS0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0427.degrees latitude (g = 980.6199 gals.).
 LS0427
 LS0427.The modeled gravity was interpolated from observed gravity values.
 LS0427
 LS0427;                    North         East    Units  Estimated Accuracy
 LS0427;SPC NV W     - 4,583,540.      710,780.      MT  (+/- 180 meters Scaled)
 LS0427
 LS0427                          SUPERSEDED SURVEY CONTROL
 LS0427
 LS0427  NGVD 29 (??/??/92) 1182.186  (m)         3878.56   (f) ADJ UNCH    1 2
 LS0427
 LS0427.Superseded values are not recommended for survey control.
 LS0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0427.See file dsdata.txt to determine how the superseded data were derived.
 LS0427
 LS0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE756314(NAD 83)
 LS0427_MARKER: DD = SURVEY DISK
 LS0427_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LS0427_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LS0427_STAMPING: NO 4 1911
 LS0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0427
 LS0427  HISTORY     - Date     Condition        Report By
 LS0427  HISTORY     - 1911     MONUMENTED       USGLO
 LS0427  HISTORY     - 1956     MARK NOT FOUND   USGS
 LS0427
 LS0427                          STATION DESCRIPTION
 LS0427
 LS0427'DESCRIBED BY US GENERAL LAND OFFICE 1911
 LS0427'4.4 MI N FROM SUTCLIFFE.
 LS0427'4.4 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 LS0427'STATION AT SUTCLIFFE, WASHOE COUNTY.  A UNITED STATES GENERAL LAND
 LS0427'OFFICE STANDARD CAP, STAMPED NO 4 1911 AND FASTENED ON THE TOP OF A
 LS0427'PIPE.
 LS0427
 LS0427                          STATION RECOVERY (1956)
 LS0427
 LS0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 LS0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0242 ***********************************************************************
 JR0242  DESIGNATION -  4
 JR0242  PID         -  JR0242
 JR0242  STATE/COUNTY-  NV/MINERAL
 JR0242  USGS QUAD   -  BASALT (1982)
 JR0242
 JR0242                         *CURRENT SURVEY CONTROL
 JR0242  ___________________________________________________________________
 JR0242* NAD 83(1994)-  38 01 15.15804(N)    118 16 54.91919(W)     ADJUSTED  
 JR0242* NAVD 88     -      1888.560  (meters)    6196.05   (feet)  ADJUSTED  
 JR0242  ___________________________________________________________________
 JR0242  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 JR0242  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 JR0242  DYNAMIC HT  -        1886.399 (meters)    6188.96  (feet)  COMP
 JR0242  MODELED GRAV-     979,417.7   (mgal)                       NAVD 88
 JR0242
 JR0242  HORZ ORDER  -  THIRD
 JR0242  VERT ORDER  -  FIRST     CLASS II
 JR0242
 JR0242.The horizontal coordinates were established by classical geodetic methods
 JR0242.and adjusted by the National Geodetic Survey in February 1999..
 JR0242
 JR0242.The orthometric height was determined by differential leveling
 JR0242.and adjusted by the National Geodetic Survey in June 1991..
 JR0242
 JR0242.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0242
 JR0242.The geoid height was determined by GEOID03.
 JR0242
 JR0242.The dynamic height is computed by dividing the NAVD 88
 JR0242.geopotential number by the normal gravity value computed on the
 JR0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0242.degrees latitude (g = 980.6199 gals.).
 JR0242
 JR0242.The modeled gravity was interpolated from observed gravity values.
 JR0242
 JR0242;                    North         East     Units Scale Factor Converg.
 JR0242;SPC NV W     - 4,362,963.572   826,463.576   MT  0.99990862   +0 11 08.4
 JR0242;SPC NV W     -14,314,156.32  2,711,489.25   sFT  0.99990862   +0 11 08.4
 JR0242;UTM  11      - 4,208,906.791   387,480.300   MT  0.99975593   -0 47 22.9
 JR0242
 JR0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0242!SPC NV W     -   0.99970765  x   0.99990862  =   0.99961630
 JR0242!UTM  11      -   0.99970765  x   0.99975593  =   0.99946365
 JR0242
 JR0242                          SUPERSEDED SURVEY CONTROL
 JR0242
 JR0242  NGVD 29 (??/??/92) 1887.259  (m)         6191.78   (f) ADJ UNCH    1 2
 JR0242
 JR0242.Superseded values are not recommended for survey control.
 JR0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0242.See file dsdata.txt to determine how the superseded data were derived.
 JR0242
 JR0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC8748008907(NAD 83)
 JR0242_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JR0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0242_SP_SET: CONCRETE POST
 JR0242_STAMPING: 4 S-662-1 M1-10
 JR0242_MARK LOGO: NVDH  
 JR0242_PROJECTION: FLUSH
 JR0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0242+STABILITY: SURFACE MOTION
 JR0242
 JR0242  HISTORY     - Date     Condition        Report By
 JR0242  HISTORY     - 1962     MONUMENTED       NVDH
 JR0242  HISTORY     - 1955     GOOD             NGS
 JR0242  HISTORY     - 1967     GOOD             USGS
 JR0242  HISTORY     - 1986     GOOD             NGS
 JR0242
 JR0242                          STATION DESCRIPTION
 JR0242
 JR0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0242'1.2 MI NW FROM BASALT.
 JR0242'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 JR0242'OF U.S. HIGHWAY 6 AT BASALT, 85 FEET SOUTHEAST OF THE NORTHWEST
 JR0242'END OF A CUT BANK, 43.3 FEET NORTHEAST OF THE CENTER LINE OF THE
 JR0242'HIGHWAY, 1.7 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET
 JR0242'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JR0242'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JR0242
 JR0242                          STATION RECOVERY (1967)
 JR0242
 JR0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JR0242'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY LEVEL LINE 61 NEVADA AS
 JR0242'FOLLOWS--
 JR0242'1.2 MI. NW. ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S. HIGHWAY 6
 JR0242'AT BASALT, 85 FT. SE. OF THE NW. END OF A CUT BANK, 43.3 FT. NE. OF
 JR0242'THE CENTERLINE OF THE HIGHWAY, 1.7 FT. SW. OF A WITNESS POST, ABOUT 2
 JR0242'FT. HIGHER THAN THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 JR0242'PROJECTING 0.3 FT. ABOVE THE GROUND.
 JR0242'STATION MARK--NEVADA HIGHWAY DEPARTMENT TABLET STAMPED---4 S 662-1 +
 JR0242'M1-10--- SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT. ABOVE
 JR0242'GROUND.
 JR0242
 JR0242                          STATION RECOVERY (1986)
 JR0242
 JR0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0242'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0242'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 JR0242'MONTGOMERY, THENCE 1.26 KM (0.78 MI) NORTH ALONG STATE HIGHWAY 360,
 JR0242'0.34 KM (0.21 MI) SOUTH OF MILEPOST 1, AT THE SOUTH END OF A CURVE,
 JR0242'13.1 METERS (43.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 25.9
 JR0242'METERS (85.0 FT) SOUTH OF THE NORTH END OF A CUT BANK.
 JR0242'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 JR0242'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0219 ***********************************************************************
 KR0219  DESIGNATION -  4
 KR0219  PID         -  KR0219
 KR0219  STATE/COUNTY-  NV/CHURCHILL
 KR0219  USGS QUAD   -  BUNEJUG MTS (1985)
 KR0219
 KR0219                         *CURRENT SURVEY CONTROL
 KR0219  ___________________________________________________________________
 KR0219* NAD 83(1986)-  39 21 44.     (N)    118 33 20.     (W)     SCALED    
 KR0219* NAVD 88     -      1198.124  (meters)    3930.85   (feet)  ADJUSTED  
 KR0219  ___________________________________________________________________
 KR0219  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 KR0219  DYNAMIC HT  -        1197.080 (meters)    3927.42  (feet)  COMP
 KR0219  MODELED GRAV-     979,714.4   (mgal)                       NAVD 88
 KR0219
 KR0219  VERT ORDER  -  FIRST     CLASS II
 KR0219
 KR0219.The horizontal coordinates were scaled from a topographic map and have
 KR0219.an estimated accuracy of +/- 6 seconds.
 KR0219
 KR0219.The orthometric height was determined by differential leveling
 KR0219.and adjusted by the National Geodetic Survey in June 1991..
 KR0219
 KR0219.The geoid height was determined by GEOID03.
 KR0219
 KR0219.The dynamic height is computed by dividing the NAVD 88
 KR0219.geopotential number by the normal gravity value computed on the
 KR0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0219.degrees latitude (g = 980.6199 gals.).
 KR0219
 KR0219.The modeled gravity was interpolated from observed gravity values.
 KR0219
 KR0219;                    North         East    Units  Estimated Accuracy
 KR0219;SPC NV W     - 4,511,810.      802,390.      MT  (+/- 180 meters Scaled)
 KR0219
 KR0219                          SUPERSEDED SURVEY CONTROL
 KR0219
 KR0219  NGVD 29 (??/??/92) 1197.144  (m)         3927.63   (f) ADJ UNCH    1 2
 KR0219
 KR0219.Superseded values are not recommended for survey control.
 KR0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0219.See file dsdata.txt to determine how the superseded data were derived.
 KR0219
 KR0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD659581(NAD 83)
 KR0219_MARKER: DD = SURVEY DISK
 KR0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0219_SP_SET: CONCRETE POST
 KR0219_STAMPING: 4
 KR0219_MARK LOGO: NVDH  
 KR0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0219+STABILITY: SURFACE MOTION
 KR0219
 KR0219  HISTORY     - Date     Condition        Report By
 KR0219  HISTORY     - UNK      MONUMENTED       NVDH
 KR0219  HISTORY     - 1967     GOOD             NGS
 KR0219  HISTORY     - 1986     GOOD             NGS
 KR0219
 KR0219                          STATION DESCRIPTION
 KR0219
 KR0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0219'1.8 MI SE FROM SALT WELLS.
 KR0219'ABOUT 1.8 MILES SOUTH ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION
 KR0219'AT SALT WELLS, IN SECTION 1, T 17 N, R 30 E, AT THE NORTHWEST END OF A
 KR0219'CURVE IN THE HIGHWAY, 50 FEET NORTHEAST OF THE CENTER LINE OF THE
 KR0219'HIGHWAY, 1.5 FEET SOUTHWEST OF A WOODEN WITNESS POST, ABOUT 5 FEET
 KR0219'BELOW THE LEVEL OF THE HIGHWAY, A NEVADA STATE HIGHWAY DEPARTMENT DISK
 KR0219'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 KR0219
 KR0219                          STATION RECOVERY (1986)
 KR0219
 KR0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0219'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 KR0219'0.3 METER (1.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1295 ***********************************************************************
 KR1295  DESIGNATION -  4
 KR1295  PID         -  KR1295
 KR1295  STATE/COUNTY-  NV/WASHOE
 KR1295  USGS QUAD   -  VISTA (1982)
 KR1295
 KR1295                         *CURRENT SURVEY CONTROL
 KR1295  ___________________________________________________________________
 KR1295* NAD 83(1986)-  39 33 41.     (N)    119 44 02.     (W)     SCALED    
 KR1295* NAVD 88     -      1352.512  (meters)    4437.37   (feet)  ADJUSTED  
 KR1295  ___________________________________________________________________
 KR1295  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR1295  DYNAMIC HT  -        1351.302 (meters)    4433.40  (feet)  COMP
 KR1295  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 KR1295
 KR1295  VERT ORDER  -  SECOND    CLASS 0
 KR1295
 KR1295.The horizontal coordinates were scaled from a topographic map and have
 KR1295.an estimated accuracy of +/- 6 seconds.
 KR1295
 KR1295.The orthometric height was determined by differential leveling
 KR1295.and adjusted by the National Geodetic Survey in June 1991..
 KR1295
 KR1295.The geoid height was determined by GEOID03.
 KR1295
 KR1295.The dynamic height is computed by dividing the NAVD 88
 KR1295.geopotential number by the normal gravity value computed on the
 KR1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1295.degrees latitude (g = 980.6199 gals.).
 KR1295
 KR1295.The modeled gravity was interpolated from observed gravity values.
 KR1295
 KR1295;                    North         East    Units  Estimated Accuracy
 KR1295;SPC NV W     - 4,534,550.      701,130.      MT  (+/- 180 meters Scaled)
 KR1295
 KR1295                          SUPERSEDED SURVEY CONTROL
 KR1295
 KR1295  NGVD 29 (??/??/92) 1351.453  (m)         4433.89   (f) ADJ UNCH    2 0
 KR1295
 KR1295.Superseded values are not recommended for survey control.
 KR1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1295.See file dsdata.txt to determine how the superseded data were derived.
 KR1295
 KR1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD651826(NAD 83)
 KR1295_MARKER: DB = BENCH MARK DISK
 KR1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1295_STAMPING: 4 4433.888
 KR1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1295+STABILITY: SURFACE MOTION
 KR1295
 KR1295  HISTORY     - Date     Condition        Report By
 KR1295  HISTORY     - UNK      MONUMENTED       CGS
 KR1295  HISTORY     - 1951     GOOD             NGS
 KR1295
 KR1295                          STATION DESCRIPTION
 KR1295
 KR1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1295'2.4 MI NE FROM SPARKS.
 KR1295'0.5 MILES NORTH ALONG STANFORD WAY, 0.5 MILES EAST ALONG PRATER WAY,
 KR1295'THENCE 1.4 MILES NORTH ALONG NORTH TRUCKEE LANE, ABOUT 0.1 MILES NORTH
 KR1295'OF THE JUNCTION OF THE SPANISH SPRING ROAD, AT A SHARP TURN FROM
 KR1295'EAST-WEST TO NORTH-SOUTH IN THE LANE, 79.6 FEET SOUTH OF THE SOUTHEAST
 KR1295'CORNER OF THE NORTH TRUCKEE SCHOOL, 44 FEET EAST OF THE CENTER LINE OF
 KR1295'THE LANE, 5 1/2 FEET NORTHEAST OF POWER LINE POLE NO. 21 WITH A
 KR1295'TRANSFORMER, 1.4 FEET WEST OF A WIRE FENCE, 1.7 FEET SOUTH OF A
 KR1295'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE LANE, AND SET IN THE TOP OF
 KR1295'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0265 ***********************************************************************
 LS0265  DESIGNATION -  4
 LS0265  PID         -  LS0265
 LS0265  STATE/COUNTY-  NV/PERSHING
 LS0265  USGS QUAD   -  LOVELOCK (1987)
 LS0265
 LS0265                         *CURRENT SURVEY CONTROL
 LS0265  ___________________________________________________________________
 LS0265* NAD 83(1986)-  40 13 51.     (N)    118 26 20.     (W)     SCALED    
 LS0265* NAVD 88     -      1221.281  (meters)    4006.82   (feet)  ADJUSTED  
 LS0265  ___________________________________________________________________
 LS0265  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 LS0265  DYNAMIC HT  -        1220.289 (meters)    4003.56  (feet)  COMP
 LS0265  MODELED GRAV-     979,771.7   (mgal)                       NAVD 88
 LS0265
 LS0265  VERT ORDER  -  SECOND    CLASS 0
 LS0265
 LS0265.The horizontal coordinates were scaled from a topographic map and have
 LS0265.an estimated accuracy of +/- 6 seconds.
 LS0265
 LS0265.The orthometric height was determined by differential leveling
 LS0265.and adjusted by the National Geodetic Survey in June 1991..
 LS0265
 LS0265.The geoid height was determined by GEOID03.
 LS0265
 LS0265.The dynamic height is computed by dividing the NAVD 88
 LS0265.geopotential number by the normal gravity value computed on the
 LS0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0265.degrees latitude (g = 980.6199 gals.).
 LS0265
 LS0265.The modeled gravity was interpolated from observed gravity values.
 LS0265
 LS0265;                    North         East    Units  Estimated Accuracy
 LS0265;SPC NV W     - 4,608,250.      812,290.      MT  (+/- 180 meters Scaled)
 LS0265
 LS0265                          SUPERSEDED SURVEY CONTROL
 LS0265
 LS0265  NGVD 29 (??/??/92) 1220.32   (m)         4003.7    (f) COMPUTED    2 0
 LS0265
 LS0265.Superseded values are not recommended for survey control.
 LS0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0265.See file dsdata.txt to determine how the superseded data were derived.
 LS0265
 LS0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE775543(NAD 83)
 LS0265_MARKER: DB = BENCH MARK DISK
 LS0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0265_STAMPING: NO. 4
 LS0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0265+STABILITY: SURFACE MOTION
 LS0265
 LS0265  HISTORY     - Date     Condition        Report By
 LS0265  HISTORY     - UNK      MONUMENTED       CGS
 LS0265  HISTORY     - 1951     GOOD             NGS
 LS0265  HISTORY     - 1955     MARK NOT FOUND   USGS
 LS0265
 LS0265                          STATION DESCRIPTION
 LS0265
 LS0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0265'5.5 MI NE FROM LOVELOCK.
 LS0265'3.5 MILES NORTH ALONG CENTRAL STREET FROM THE COURTHOUSE IN LOVELOCK,
 LS0265'THENCE 1.0 MILE EAST ALONG A GRAVEL ROAD AND 1.05 MILES EAST ON A
 LS0265'PAVED ROAD, WEST OF AN INTERSECTION OF A PAVED ROAD RUNNING WEST AND
 LS0265'SOUTH AND GRAVEL ROADS LEADING EAST AND NORTH, NORTHEAST OF A POINT
 LS0265'WHERE AN IRRIGATION DITCH MAKES A TURN TO THE SOUTH, 255 FEET WEST OF
 LS0265'THE CENTER OF THE INTERSECTION, 72 FEET SOUTHWEST OF THE INTERSECTION
 LS0265'OF THE MAIN ROAD RUNNING EAST AND WEST AND A DRIVEWAY LEADING NORTH TO
 LS0265'A RANCH HOUSE, 65.8 FEET SOUTHWEST AND ACROSS THE ROAD FROM A POWER
 LS0265'LINE POLE WITH A TRANSFORMER BOX AND A METER, 29 FEET SOUTH OF THE
 LS0265'CENTER LINE OF THE EAST AND WEST ROAD, 2.4 FEET NORTH OF A FENCE LINE,
 LS0265'1.6 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND
 LS0265'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 LS0265'GROUND.
 LS0265
 LS0265                          STATION RECOVERY (1955)
 LS0265
 LS0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LS0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0167 ***********************************************************************
 JQ0167  DESIGNATION -  4
 JQ0167  PID         -  JQ0167
 JQ0167  STATE/COUNTY-  NV/ESMERALDA
 JQ0167  USGS QUAD   -  MILLERS (1987)
 JQ0167
 JQ0167                         *CURRENT SURVEY CONTROL
 JQ0167  ___________________________________________________________________
 JQ0167* NAD 83(1986)-  38 08 25.     (N)    117 29 19.     (W)     SCALED    
 JQ0167* NAVD 88     -      1463.086  (meters)    4800.14   (feet)  ADJUSTED  
 JQ0167  ___________________________________________________________________
 JQ0167  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 JQ0167  DYNAMIC HT  -        1461.519 (meters)    4795.00  (feet)  COMP
 JQ0167  MODELED GRAV-     979,507.3   (mgal)                       NAVD 88
 JQ0167
 JQ0167  VERT ORDER  -  FIRST     CLASS II
 JQ0167
 JQ0167.The horizontal coordinates were scaled from a topographic map and have
 JQ0167.an estimated accuracy of +/- 6 seconds.
 JQ0167
 JQ0167.The orthometric height was determined by differential leveling
 JQ0167.and adjusted by the National Geodetic Survey in June 1991..
 JQ0167.WARNING-Repeat measurements at this control monument indicate possible
 JQ0167.vertical movement.
 JQ0167
 JQ0167.The geoid height was determined by GEOID03.
 JQ0167
 JQ0167.The dynamic height is computed by dividing the NAVD 88
 JQ0167.geopotential number by the normal gravity value computed on the
 JQ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0167.degrees latitude (g = 980.6199 gals.).
 JQ0167
 JQ0167.The modeled gravity was interpolated from observed gravity values.
 JQ0167
 JQ0167;                    North         East    Units  Estimated Accuracy
 JQ0167;SPC NV W     - 4,376,740.      895,960.      MT  (+/- 180 meters Scaled)
 JQ0167
 JQ0167                          SUPERSEDED SURVEY CONTROL
 JQ0167
 JQ0167.No superseded survey control is available for this station.
 JQ0167
 JQ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC571214(NAD 83)
 JQ0167_MARKER: DD = SURVEY DISK
 JQ0167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0167_STAMPING: 4
 JQ0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0167+STABILITY: SURFACE MOTION
 JQ0167
 JQ0167  HISTORY     - Date     Condition        Report By
 JQ0167  HISTORY     - UNK      MONUMENTED       NVDH
 JQ0167  HISTORY     - 1953     GOOD             NGS
 JQ0167  HISTORY     - 1984     GOOD             NGS
 JQ0167
 JQ0167                          STATION DESCRIPTION
 JQ0167
 JQ0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0167'15.6 MI W FROM TONOPAH.
 JQ0167'15.6 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0167'TONOPAH, AT CONCRETE BOX CULVERT D 891+93, IN THE TOP OF THE WEST END
 JQ0167'OF THE NORTH CONCRETE HEAD WALL, AND ABOUT 1 FOOT LOWER THAN THE
 JQ0167'HIGHWAY.
 JQ0167
 JQ0167                          STATION RECOVERY (1984)
 JQ0167
 JQ0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0167'RECOVERED IN GOOD CONDITION.  DISK HAS NO PRECAST ORIGIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0200 ***********************************************************************
 JR0200  DESIGNATION -  4
 JR0200  PID         -  JR0200
 JR0200  STATE/COUNTY-  NV/MINERAL
 JR0200  USGS QUAD   -  SCHURZ (1988)
 JR0200
 JR0200                         *CURRENT SURVEY CONTROL
 JR0200  ___________________________________________________________________
 JR0200* NAD 83(1986)-  38 59 14.     (N)    118 48 22.     (W)     SCALED    
 JR0200* NAVD 88     -      1279.76   (+/-2cm)    4198.7    (feet)  VERTCON   
 JR0200  ___________________________________________________________________
 JR0200  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 JR0200
 JR0200  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0200
 JR0200.The horizontal coordinates were scaled from a topographic map and have
 JR0200.an estimated accuracy of +/- 6 seconds.
 JR0200
 JR0200.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0200.The vertical order pertains to the NGVD 29 superseded value.
 JR0200
 JR0200.The geoid height was determined by GEOID03.
 JR0200
 JR0200;                    North         East    Units  Estimated Accuracy
 JR0200;SPC NV W     - 4,470,200.      780,700.      MT  (+/- 180 meters Scaled)
 JR0200
 JR0200                          SUPERSEDED SURVEY CONTROL
 JR0200
 JR0200  NGVD 29 (??/??/92) 1278.70   (m)         4195.2    (f) COMPUTED    1 2
 JR0200
 JR0200.Superseded values are not recommended for survey control.
 JR0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0200.See file dsdata.txt to determine how the superseded data were derived.
 JR0200
 JR0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD435169(NAD 83)
 JR0200_MARKER: Z = SEE DESCRIPTION
 JR0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0200_SP_SET: CULVERT
 JR0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0200
 JR0200  HISTORY     - Date     Condition        Report By
 JR0200  HISTORY     - UNK      MONUMENTED       NVDH
 JR0200  HISTORY     - 1955     GOOD             NGS
 JR0200
 JR0200                          STATION DESCRIPTION
 JR0200
 JR0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0200'2.6 MI N FROM SCHURZ.
 JR0200'2.6 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE CROSSING OF THE
 JR0200'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, 0.15 MILE SOUTH OF
 JR0200'THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHWEST, AT AN 18-INCH
 JR0200'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE NORTH END OF THE
 JR0200'WEST CONCRETE HEAD WALL, 17.7 FEET WEST OF THE CENTER LINE OF THE
 JR0200'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0838 ***********************************************************************
 KR0838  DESIGNATION -  4
 KR0838  PID         -  KR0838
 KR0838  STATE/COUNTY-  NV/CHURCHILL
 KR0838  USGS QUAD   -  SHECKLER RESERVOIR (1985)
 KR0838
 KR0838                         *CURRENT SURVEY CONTROL
 KR0838  ___________________________________________________________________
 KR0838* NAD 83(1986)-  39 29 55.     (N)    118 59 50.     (W)     SCALED    
 KR0838* NAVD 88     -      1252.97   (+/-2cm)    4110.8    (feet)  VERTCON   
 KR0838  ___________________________________________________________________
 KR0838  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 KR0838
 KR0838  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0838
 KR0838.The horizontal coordinates were scaled from a topographic map and have
 KR0838.an estimated accuracy of +/- 6 seconds.
 KR0838
 KR0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0838.The vertical order pertains to the NGVD 29 superseded value.
 KR0838
 KR0838.The geoid height was determined by GEOID03.
 KR0838
 KR0838;                    North         East    Units  Estimated Accuracy
 KR0838;SPC NV W     - 4,527,030.      764,400.      MT  (+/- 180 meters Scaled)
 KR0838
 KR0838                          SUPERSEDED SURVEY CONTROL
 KR0838
 KR0838  NGVD 29 (??/??/92) 1252.013  (m)         4107.65   (f) ADJ UNCH    2 0
 KR0838
 KR0838.Superseded values are not recommended for survey control.
 KR0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0838.See file dsdata.txt to determine how the superseded data were derived.
 KR0838
 KR0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD282740(NAD 83)
 KR0838_MARKER: DD = SURVEY DISK
 KR0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0838_STAMPING: NO. 4
 KR0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0838+STABILITY: SURFACE MOTION
 KR0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0838+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 KR0838
 KR0838  HISTORY     - Date     Condition        Report By
 KR0838  HISTORY     - UNK      MONUMENTED       CGS
 KR0838  HISTORY     - 1951     GOOD             NGS
 KR0838  HISTORY     - 20051119 GOOD             GEOCAC
 KR0838
 KR0838                          STATION DESCRIPTION
 KR0838
 KR0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0838'12.2 MI NW FROM FALLON.
 KR0838'9.2 MILES NORTHWEST ALONG U. S. HIGHWAY 95 AND 50 FROM THE POST OFFICE
 KR0838'IN FALLON, THENCE 3.0 MILES WEST ALONG U. S. HIGHWAY 50, 0.35 MILES
 KR0838'NORTHEAST OF A FARM HOUSE, 31 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KR0838'HIGHWAY, 2 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 KR0838'CONCRETE POST PROJECTING 0.6 FEET ABOVE THE GROUND.
 KR0838
 KR0838                          STATION RECOVERY (2005)
 KR0838
 KR0838'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR0838'STATION 10.8M (35.4FT) EAST OF POWER POLE-276277.  OBSERVED GPSR
 KR0838'COORDINATES N39 29 57.00 W118 59 45.06.
 KR0838' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1300 ***********************************************************************
 KR1300  DESIGNATION -  4 1
 KR1300  PID         -  KR1300
 KR1300  STATE/COUNTY-  NV/WASHOE
 KR1300  USGS QUAD   -  VISTA (1982)
 KR1300
 KR1300                         *CURRENT SURVEY CONTROL
 KR1300  ___________________________________________________________________
 KR1300* NAD 83(1986)-  39 33 43.     (N)    119 44 16.     (W)     SCALED    
 KR1300* NAVD 88     -      1353.318  (meters)    4440.01   (feet)  ADJUSTED  
 KR1300  ___________________________________________________________________
 KR1300  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR1300  DYNAMIC HT  -        1352.111 (meters)    4436.05  (feet)  COMP
 KR1300  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 KR1300
 KR1300  VERT ORDER  -  SECOND    CLASS 0
 KR1300
 KR1300.The horizontal coordinates were scaled from a topographic map and have
 KR1300.an estimated accuracy of +/- 6 seconds.
 KR1300
 KR1300.The orthometric height was determined by differential leveling
 KR1300.and adjusted by the National Geodetic Survey in June 1991..
 KR1300
 KR1300.The geoid height was determined by GEOID03.
 KR1300
 KR1300.The dynamic height is computed by dividing the NAVD 88
 KR1300.geopotential number by the normal gravity value computed on the
 KR1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1300.degrees latitude (g = 980.6199 gals.).
 KR1300
 KR1300.The modeled gravity was interpolated from observed gravity values.
 KR1300
 KR1300;                    North         East    Units  Estimated Accuracy
 KR1300;SPC NV W     - 4,534,620.      700,800.      MT  (+/- 180 meters Scaled)
 KR1300
 KR1300                          SUPERSEDED SURVEY CONTROL
 KR1300
 KR1300  NGVD 29 (??/??/92) 1352.262  (m)         4436.55   (f) ADJ UNCH    2 0
 KR1300
 KR1300.Superseded values are not recommended for survey control.
 KR1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1300.See file dsdata.txt to determine how the superseded data were derived.
 KR1300
 KR1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD648827(NAD 83)
 KR1300_MARKER: DB = BENCH MARK DISK
 KR1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1300_STAMPING: 4 4436.493
 KR1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1300+STABILITY: SURFACE MOTION
 KR1300
 KR1300  HISTORY     - Date     Condition        Report By
 KR1300  HISTORY     - UNK      MONUMENTED       CGS
 KR1300  HISTORY     - 1951     GOOD             NGS
 KR1300
 KR1300                          STATION DESCRIPTION
 KR1300
 KR1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1300'2.6 MI NE FROM SPARKS.
 KR1300'0.5 MILES NORTH ALONG STANFORD WAY, 0.5 MILES EAST ALONG PRATER WAY,
 KR1300'THENCE 1.6 MILES NORTH ALONG NORTH TRUCKEE LANE, ABOUT 0.25 MILES WEST
 KR1300'OF THE NORTH TRUCKEE SCHOOL, ABOUT 45 YARDS WEST OF THE SOUTHWEST
 KR1300'CORNER OF THE OLSEN RANCH HOUSE, 32 FEET NORTH OF THE CENTER LINE OF
 KR1300'NORTH TRUCKEE LANE, 16 FEET WEST OF THE CENTER LINE OF A DRIVEWAY, 5
 KR1300'FEET EAST OF A DOUBLE 72-INCH COTTONWOOD TREE, 1.5 FEET WEST OF A
 KR1300'WITNESS POST, ABOUT LEVEL WITH THE LANE, AND SET IN THE TOP OF A
 KR1300'CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0267 ***********************************************************************
 LS0267  DESIGNATION -  4 1
 LS0267  PID         -  LS0267
 LS0267  STATE/COUNTY-  NV/PERSHING
 LS0267  USGS QUAD   -  LOVELOCK (1987)
 LS0267
 LS0267                         *CURRENT SURVEY CONTROL
 LS0267  ___________________________________________________________________
 LS0267* NAD 83(1986)-  40 13 52.     (N)    118 26 03.     (W)     SCALED    
 LS0267* NAVD 88     -      1221.698  (meters)    4008.19   (feet)  ADJUSTED  
 LS0267  ___________________________________________________________________
 LS0267  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 LS0267  DYNAMIC HT  -        1220.707 (meters)    4004.94  (feet)  COMP
 LS0267  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 LS0267
 LS0267  VERT ORDER  -  SECOND    CLASS 0
 LS0267
 LS0267.The horizontal coordinates were scaled from a topographic map and have
 LS0267.an estimated accuracy of +/- 6 seconds.
 LS0267
 LS0267.The orthometric height was determined by differential leveling
 LS0267.and adjusted by the National Geodetic Survey in June 1991..
 LS0267
 LS0267.The geoid height was determined by GEOID03.
 LS0267
 LS0267.The dynamic height is computed by dividing the NAVD 88
 LS0267.geopotential number by the normal gravity value computed on the
 LS0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0267.degrees latitude (g = 980.6199 gals.).
 LS0267
 LS0267.The modeled gravity was interpolated from observed gravity values.
 LS0267
 LS0267;                    North         East    Units  Estimated Accuracy
 LS0267;SPC NV W     - 4,608,280.      812,690.      MT  (+/- 180 meters Scaled)
 LS0267
 LS0267                          SUPERSEDED SURVEY CONTROL
 LS0267
 LS0267  NGVD 29 (??/??/92) 1220.73   (m)         4005.0    (f) COMPUTED    2 0
 LS0267
 LS0267.Superseded values are not recommended for survey control.
 LS0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0267.See file dsdata.txt to determine how the superseded data were derived.
 LS0267
 LS0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE779543(NAD 83)
 LS0267_MARKER: DB = BENCH MARK DISK
 LS0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0267_STAMPING: NO. 4 - 1
 LS0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0267+STABILITY: SURFACE MOTION
 LS0267
 LS0267  HISTORY     - Date     Condition        Report By
 LS0267  HISTORY     - UNK      MONUMENTED       CGS
 LS0267  HISTORY     - 1951     GOOD             NGS
 LS0267
 LS0267                          STATION DESCRIPTION
 LS0267
 LS0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0267'5.7 MI NE FROM LOVELOCK.
 LS0267'3.5 MILES NORTH ALONG CENTER STREET FROM THE COURTHOUSE IN LOVELOCK,
 LS0267'THENCE 1.0 MILE EAST ALONG A GRAVEL ROAD AND 1.1 MILES EAST ALONG A
 LS0267'PAVED ROAD AND 0.15 MILE EAST ALONG A GRAVEL ROAD, 0.15 MILE EAST OF
 LS0267'AN INTERSECTION OF PAVED ROADS RUNNING SOUTH AND WEST AND GRAVEL ROADS
 LS0267'RUNNING NORTH AND EAST, 0.2 MILE EAST OF BENCH MARK NO. 4, 0.15 MILE
 LS0267'EAST BENCH MARK 9 - F, 31 1/2 FEET NORTH OF THE CENTER LINE OF THE
 LS0267'GRAVEL ROAD RUNNING EAST AND WEST, 20.0 FEET SOUTH OF THE SOUTH EDGE
 LS0267'OF AN IRRIGATION DITCH AT A POINT WHERE THE DITCH TURNS TO THE
 LS0267'NORTHEAST, 2.6 FEET SOUTH OF AN EAST AND WEST FENCE LINE, 1.4 FEET
 LS0267'WEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN
 LS0267'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0400 ***********************************************************************
 HP0400  DESIGNATION -  4 DOR
 HP0400  PID         -  HP0400
 HP0400  STATE/COUNTY-  NV/LINCOLN
 HP0400  USGS QUAD   -  WHITE RIVER NARROWS (1970)
 HP0400
 HP0400                         *CURRENT SURVEY CONTROL
 HP0400  ___________________________________________________________________
 HP0400* NAD 83(1986)-  37 46 34.     (N)    115 05 26.     (W)     SCALED    
 HP0400* NAVD 88     -      1312.531  (meters)    4306.20   (feet)  ADJUSTED  
 HP0400  ___________________________________________________________________
 HP0400  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 HP0400  DYNAMIC HT  -        1311.142 (meters)    4301.64  (feet)  COMP
 HP0400  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 HP0400
 HP0400  VERT ORDER  -  SECOND    CLASS 0
 HP0400
 HP0400.The horizontal coordinates were scaled from a topographic map and have
 HP0400.an estimated accuracy of +/- 6 seconds.
 HP0400
 HP0400.The orthometric height was determined by differential leveling
 HP0400.and adjusted by the National Geodetic Survey in June 1991..
 HP0400
 HP0400.The geoid height was determined by GEOID03.
 HP0400
 HP0400.The dynamic height is computed by dividing the NAVD 88
 HP0400.geopotential number by the normal gravity value computed on the
 HP0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0400.degrees latitude (g = 980.6199 gals.).
 HP0400
 HP0400.The modeled gravity was interpolated from observed gravity values.
 HP0400
 HP0400;                    North         East    Units  Estimated Accuracy
 HP0400;SPC NV E     - 8,335,870.      243,410.      MT  (+/- 180 meters Scaled)
 HP0400
 HP0400                          SUPERSEDED SURVEY CONTROL
 HP0400
 HP0400  NGVD 29 (??/??/92) 1311.57   (m)         4303.0    (f) COMPUTED    2 0
 HP0400
 HP0400.Superseded values are not recommended for survey control.
 HP0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0400.See file dsdata.txt to determine how the superseded data were derived.
 HP0400
 HP0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB681826(NAD 83)
 HP0400_MARKER: DD = SURVEY DISK
 HP0400_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0400_SP_SET: COPPER-CLAD STEEL ROD
 HP0400_STAMPING: 4 DOR 1968 4303
 HP0400_MARK LOGO: USGS  
 HP0400_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0400+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0400
 HP0400  HISTORY     - Date     Condition        Report By
 HP0400  HISTORY     - 1968     MONUMENTED       USGS
 HP0400
 HP0400                          STATION DESCRIPTION
 HP0400
 HP0400'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0400'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 16.6 MILES NORTHEAST
 HP0400'ALONG HIGHWAY 38, 150 FEET EAST OF THE ROAD, 100 FEET WEST OF THE
 HP0400'CENTERLINE OF A NEW ROAD AT STATION 1098, 1.5 FEET WEST OF A WITNESS
 HP0400'SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE
 HP0400'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0573 ***********************************************************************
 JP0573  DESIGNATION -  4 DOR
 JP0573  PID         -  JP0573
 JP0573  STATE/COUNTY-  NV/LINCOLN
 JP0573  USGS QUAD   -  MILK RANCH SPRING (1978)
 JP0573
 JP0573                         *CURRENT SURVEY CONTROL
 JP0573  ___________________________________________________________________
 JP0573* NAD 83(1986)-  38 35 52.     (N)    114 41 51.     (W)     SCALED    
 JP0573* NAVD 88     -      2025.403  (meters)    6645.01   (feet)  ADJUSTED  
 JP0573  ___________________________________________________________________
 JP0573  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 JP0573  DYNAMIC HT  -        2023.115 (meters)    6637.50  (feet)  COMP
 JP0573  MODELED GRAV-     979,425.9   (mgal)                       NAVD 88
 JP0573
 JP0573  VERT ORDER  -  SECOND    CLASS 0
 JP0573
 JP0573.The horizontal coordinates were scaled from a topographic map and have
 JP0573.an estimated accuracy of +/- 6 seconds.
 JP0573
 JP0573.The orthometric height was determined by differential leveling
 JP0573.and adjusted by the National Geodetic Survey in August 1995..
 JP0573
 JP0573.The geoid height was determined by GEOID03.
 JP0573
 JP0573.The dynamic height is computed by dividing the NAVD 88
 JP0573.geopotential number by the normal gravity value computed on the
 JP0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0573.degrees latitude (g = 980.6199 gals.).
 JP0573
 JP0573.The modeled gravity was interpolated from observed gravity values.
 JP0573
 JP0573;                    North         East    Units  Estimated Accuracy
 JP0573;SPC NV E     - 8,427,320.      277,160.      MT  (+/- 180 meters Scaled)
 JP0573
 JP0573                          SUPERSEDED SURVEY CONTROL
 JP0573
 JP0573.No superseded survey control is available for this station.
 JP0573
 JP0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC005746(NAD 83)
 JP0573_MARKER: DD = SURVEY DISK
 JP0573_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0573_SP_SET: COPPER-CLAD STEEL ROD
 JP0573_STAMPING: 4 DOR 1971 6641
 JP0573_MARK LOGO: USGS  
 JP0573_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0573
 JP0573  HISTORY     - Date     Condition        Report By
 JP0573  HISTORY     - 1971     MONUMENTED       USGS
 JP0573
 JP0573                          STATION DESCRIPTION
 JP0573
 JP0573'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0573'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0573'HIGHWAY 93 TO A T-ROAD WEST, THENCE 2.8 MILES WEST, 0.25 MILE
 JP0573'SOUTHWEST OF CINCH MINE, 25 FEET NORTHWEST OF AND 3 FEET HIGHER THAN
 JP0573'THE CENTERLINE OF THE ROAD, 4 FEET SOUTHEAST OF A WITNESS POST,  A 5/8
 JP0573'INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE
 JP0573'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0447 ***********************************************************************
 KP0447  DESIGNATION -  4 DOR
 KP0447  PID         -  KP0447
 KP0447  STATE/COUNTY-  NV/WHITE PINE
 KP0447  USGS QUAD   -  CONNORS PASS (1993)
 KP0447
 KP0447                         *CURRENT SURVEY CONTROL
 KP0447  ___________________________________________________________________
 KP0447* NAD 83(1986)-  39 02 19.     (N)    114 38 49.     (W)     SCALED    
 KP0447* NAVD 88     -      2358.243  (meters)    7737.00   (feet)  ADJUSTED  
 KP0447  ___________________________________________________________________
 KP0447  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 KP0447  DYNAMIC HT  -        2355.526 (meters)    7728.09  (feet)  COMP
 KP0447  MODELED GRAV-     979,390.2   (mgal)                       NAVD 88
 KP0447
 KP0447  VERT ORDER  -  SECOND    CLASS 0
 KP0447
 KP0447.The horizontal coordinates were scaled from a topographic map and have
 KP0447.an estimated accuracy of +/- 6 seconds.
 KP0447
 KP0447.The orthometric height was determined by differential leveling
 KP0447.and adjusted by the National Geodetic Survey in August 1995..
 KP0447
 KP0447.The geoid height was determined by GEOID03.
 KP0447
 KP0447.The dynamic height is computed by dividing the NAVD 88
 KP0447.geopotential number by the normal gravity value computed on the
 KP0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0447.degrees latitude (g = 980.6199 gals.).
 KP0447
 KP0447.The modeled gravity was interpolated from observed gravity values.
 KP0447
 KP0447;                    North         East    Units  Estimated Accuracy
 KP0447;SPC NV E     - 8,476,300.      281,070.      MT  (+/- 180 meters Scaled)
 KP0447
 KP0447                          SUPERSEDED SURVEY CONTROL
 KP0447
 KP0447.No superseded survey control is available for this station.
 KP0447
 KP0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD036236(NAD 83)
 KP0447_MARKER: DD = SURVEY DISK
 KP0447_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KP0447+WITH SETTING: PAVEMENT
 KP0447_SP_SET: GRAVEL SILO BASE
 KP0447_STAMPING: 4 DOR 1973 7732
 KP0447_MARK LOGO: USGS  
 KP0447_MAGNETIC: N = NO MAGNETIC MATERIAL
 KP0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0447+STABILITY: SURFACE MOTION
 KP0447
 KP0447  HISTORY     - Date     Condition        Report By
 KP0447  HISTORY     - 1973     MONUMENTED       USGS
 KP0447
 KP0447                          STATION DESCRIPTION
 KP0447
 KP0447'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 KP0447'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 22.1 MILES
 KP0447'SOUTHEAST ALONG U S HIGHWAY 6 TO THE TOP OF CONNORS PASS, ABOUT 120
 KP0447'FEET SOUTHEAST OF AND ABOUT 20 FEET HIGHER THAN THE CENTERLINE OF THE
 KP0447'HIGHWAY, IN THE SOUTH CORNER OF AN 18 FEET SQUARE CONCRETE BASE OF A
 KP0447'GRAVEL SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0533 ***********************************************************************
 MU0533  DESIGNATION -  4 FMK
 MU0533  PID         -  MU0533
 MU0533  STATE/COUNTY-  NV/ELKO
 MU0533  USGS QUAD   -  SQUAW VALLEY RANCH (1965)
 MU0533
 MU0533                         *CURRENT SURVEY CONTROL
 MU0533  ___________________________________________________________________
 MU0533* NAD 83(1986)-  41 12 46.     (N)    116 43 09.     (W)     SCALED    
 MU0533* NAVD 88     -      1582.756  (meters)    5192.76   (feet)  POSTED    
 MU0533  ___________________________________________________________________
 MU0533  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 MU0533  DYNAMIC HT  -        1581.520 (meters)    5188.70  (feet)  COMP
 MU0533  MODELED GRAV-     979,784.7   (mgal)                       NAVD 88
 MU0533
 MU0533  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0533
 MU0533.The horizontal coordinates were scaled from a topographic map and have
 MU0533.an estimated accuracy of +/- 6 seconds.
 MU0533
 MU0533.The orthometric height was determined by differential leveling
 MU0533.and adjusted by the National Geodetic Survey in 1992..
 MU0533.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0533.rate of 0.0 thru 1.0 mm/km.
 MU0533
 MU0533.The geoid height was determined by GEOID03.
 MU0533
 MU0533.The dynamic height is computed by dividing the NAVD 88
 MU0533.geopotential number by the normal gravity value computed on the
 MU0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0533.degrees latitude (g = 980.6199 gals.).
 MU0533
 MU0533.The modeled gravity was interpolated from observed gravity values.
 MU0533
 MU0533;                    North         East    Units  Estimated Accuracy
 MU0533;SPC NV E     - 8,717,900.      104,750.      MT  (+/- 180 meters Scaled)
 MU0533
 MU0533                          SUPERSEDED SURVEY CONTROL
 MU0533
 MU0533  NGVD 29 (??/??/92) 1581.71   (m)         5189.3    (f) COMPUTED    2 0
 MU0533
 MU0533.Superseded values are not recommended for survey control.
 MU0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0533.See file dsdata.txt to determine how the superseded data were derived.
 MU0533
 MU0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF235624(NAD 83)
 MU0533_MARKER: DD = SURVEY DISK
 MU0533_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0533_SP_SET: COPPER-CLAD STEEL ROD
 MU0533_STAMPING: 4 FMK 1973 5189
 MU0533_MARK LOGO: USGS  
 MU0533_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0533+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0533
 MU0533  HISTORY     - Date     Condition        Report By
 MU0533  HISTORY     - 1973     MONUMENTED       USGS
 MU0533
 MU0533                          STATION DESCRIPTION
 MU0533
 MU0533'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0533'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0533'MILES EAST ALONG GRAVEL ROAD TO A CATTLEGUARD, 43 FEET SOUTHWEST OF
 MU0533'THE CENTER OF THE CATTLEGUARD, 33 FEET SOUTH OF THE CENTERLINE OF THE
 MU0533'ROAD, 1 FOOT NORTHWEST OF A FENCE, SET ON A COPPER-COATED ROD, ENCASED
 MU0533'IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1455 ***********************************************************************
 KR1455  DESIGNATION -  4 HJH
 KR1455  PID         -  KR1455
 KR1455  STATE/COUNTY-  NV/WASHOE
 KR1455  USGS QUAD   -  NIXON (1986)
 KR1455
 KR1455                         *CURRENT SURVEY CONTROL
 KR1455  ___________________________________________________________________
 KR1455* NAD 83(1986)-  39 49 56.     (N)    119 21 30.     (W)     SCALED    
 KR1455* NAVD 88     -      1191.734  (meters)    3909.88   (feet)  ADJUSTED  
 KR1455  ___________________________________________________________________
 KR1455  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 KR1455  DYNAMIC HT  -        1190.727 (meters)    3906.58  (feet)  COMP
 KR1455  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 KR1455
 KR1455  VERT ORDER  -  SECOND    CLASS 0
 KR1455
 KR1455.The horizontal coordinates were scaled from a topographic map and have
 KR1455.an estimated accuracy of +/- 6 seconds.
 KR1455
 KR1455.The orthometric height was determined by differential leveling
 KR1455.and adjusted by the National Geodetic Survey in June 1991..
 KR1455
 KR1455.The geoid height was determined by GEOID03.
 KR1455
 KR1455.The dynamic height is computed by dividing the NAVD 88
 KR1455.geopotential number by the normal gravity value computed on the
 KR1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1455.degrees latitude (g = 980.6199 gals.).
 KR1455
 KR1455.The modeled gravity was interpolated from observed gravity values.
 KR1455
 KR1455;                    North         East    Units  Estimated Accuracy
 KR1455;SPC NV W     - 4,564,270.      733,660.      MT  (+/- 180 meters Scaled)
 KR1455
 KR1455                          SUPERSEDED SURVEY CONTROL
 KR1455
 KR1455  NGVD 29 (??/??/92) 1190.732  (m)         3906.59   (f) ADJ UNCH    2 0
 KR1455
 KR1455.Superseded values are not recommended for survey control.
 KR1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1455.See file dsdata.txt to determine how the superseded data were derived.
 KR1455
 KR1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE981117(NAD 83)
 KR1455_MARKER: DB = BENCH MARK DISK
 KR1455_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KR1455_SP_SET: FOOTING
 KR1455_STAMPING: 4 HJH 1962 3907
 KR1455_MARK LOGO: USGS  
 KR1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1455+STABILITY: SURFACE MOTION
 KR1455
 KR1455  HISTORY     - Date     Condition        Report By
 KR1455  HISTORY     - 1962     MONUMENTED       USGS
 KR1455
 KR1455                          STATION DESCRIPTION
 KR1455
 KR1455'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1455'IN NIXON.
 KR1455'IN NIXON, 100 YARDS NORTHEAST OF THE NIXON STORE, ABOUT 40 FEET
 KR1455'NORTHWEST OF STATE HIGHWAY 34, AT THE 100 YEARS MEMORIAL PEACE
 KR1455'MONUMENT, IN THE SOUTHEAST CORNER OF THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0458 ***********************************************************************
 MV0458  DESIGNATION -  4 LRC
 MV0458  PID         -  MV0458
 MV0458  STATE/COUNTY-  NV/HUMBOLDT
 MV0458  USGS QUAD   -  BATTLE CREEK RANCH (1982)
 MV0458
 MV0458                         *CURRENT SURVEY CONTROL
 MV0458  ___________________________________________________________________
 MV0458* NAD 83(1986)-  41 28 56.     (N)    118 47 00.     (W)     SCALED    
 MV0458* NAVD 88     -      1250.110  (meters)    4101.40   (feet)  ADJUSTED  
 MV0458  ___________________________________________________________________
 MV0458  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 MV0458  DYNAMIC HT  -        1249.260 (meters)    4098.61  (feet)  COMP
 MV0458  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 MV0458
 MV0458  VERT ORDER  -  SECOND    CLASS 0
 MV0458
 MV0458.The horizontal coordinates were scaled from a topographic map and have
 MV0458.an estimated accuracy of +/- 6 seconds.
 MV0458
 MV0458.The orthometric height was determined by differential leveling
 MV0458.and adjusted by the National Geodetic Survey in June 1991..
 MV0458
 MV0458.The geoid height was determined by GEOID03.
 MV0458
 MV0458.The dynamic height is computed by dividing the NAVD 88
 MV0458.geopotential number by the normal gravity value computed on the
 MV0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0458.degrees latitude (g = 980.6199 gals.).
 MV0458
 MV0458.The modeled gravity was interpolated from observed gravity values.
 MV0458
 MV0458;                    North         East    Units  Estimated Accuracy
 MV0458;SPC NV W     - 4,747,210.      783,300.      MT  (+/- 180 meters Scaled)
 MV0458
 MV0458                          SUPERSEDED SURVEY CONTROL
 MV0458
 MV0458  NGVD 29 (??/??/92) 1249.07   (m)         4098.0    (f) COMPUTED    2 0
 MV0458
 MV0458.Superseded values are not recommended for survey control.
 MV0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0458.See file dsdata.txt to determine how the superseded data were derived.
 MV0458
 MV0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF511938(NAD 83)
 MV0458_MARKER: DD = SURVEY DISK
 MV0458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0458_SP_SET: COPPER-CLAD STEEL ROD
 MV0458_STAMPING: 4 LRC 1972 4098
 MV0458_MARK LOGO: USGS  
 MV0458_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0458+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0458
 MV0458  HISTORY     - Date     Condition        Report By
 MV0458  HISTORY     - 1972     MONUMENTED       USGS
 MV0458
 MV0458                          STATION DESCRIPTION
 MV0458
 MV0458'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0458'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0458'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0458'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0458'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0458'ALONG TRACK ROAD, THENCE 16.8 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0458'TO CLARKFIELD RANCH TO A SIGNAL POLE POWERLINE CROSSING, 0.5 MILES
 MV0458'NORTH OF CLARKFIELD RANCH, 4.3 MILES WEST-SOUTHWEST OF LEONARD CREEK
 MV0458'RANCH, 60 FEET EAST OF A POWER POLE ON THE WEST SIDE OF THE ROAD AND
 MV0458'48 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A WITNESS
 MV0458'POST, ENCASED IN A DRAINPIPE CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0429 ***********************************************************************
 HP0429  DESIGNATION -  4 LRC
 HP0429  PID         -  HP0429
 HP0429  STATE/COUNTY-  NV/LINCOLN
 HP0429  USGS QUAD   -  SCARECROW PEAK (1973)
 HP0429
 HP0429                         *CURRENT SURVEY CONTROL
 HP0429  ___________________________________________________________________
 HP0429* NAD 83(1986)-  37 10 16.     (N)    114 05 54.     (W)     SCALED    
 HP0429* NAVD 88     -      1038.606  (meters)    3407.49   (feet)  POSTED    
 HP0429  ___________________________________________________________________
 HP0429  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 HP0429  DYNAMIC HT  -        1037.550 (meters)    3404.03  (feet)  COMP
 HP0429  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 HP0429
 HP0429  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0429
 HP0429.The horizontal coordinates were scaled from a topographic map and have
 HP0429.an estimated accuracy of +/- 6 seconds.
 HP0429
 HP0429.The orthometric height was determined by differential leveling
 HP0429.and adjusted by the National Geodetic Survey in 1992..
 HP0429.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0429.rate of 1.1 thru 2.0 mm/km.
 HP0429
 HP0429.The geoid height was determined by GEOID03.
 HP0429
 HP0429.The dynamic height is computed by dividing the NAVD 88
 HP0429.geopotential number by the normal gravity value computed on the
 HP0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0429.degrees latitude (g = 980.6199 gals.).
 HP0429
 HP0429.The modeled gravity was interpolated from observed gravity values.
 HP0429
 HP0429;                    North         East    Units  Estimated Accuracy
 HP0429;SPC NV E     - 8,269,650.      331,880.      MT  (+/- 180 meters Scaled)
 HP0429
 HP0429                          SUPERSEDED SURVEY CONTROL
 HP0429
 HP0429.No superseded survey control is available for this station.
 HP0429
 HP0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB576177(NAD 83)
 HP0429_MARKER: DD = SURVEY DISK
 HP0429_SETTING: 66 = SET IN ROCK OUTCROP
 HP0429_SP_SET: ROCK OUTCROP
 HP0429_STAMPING: 4 LRC 1973 3405
 HP0429_MARK LOGO: USGS  
 HP0429_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0429+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0429
 HP0429  HISTORY     - Date     Condition        Report By
 HP0429  HISTORY     - 1973     MONUMENTED       USGS
 HP0429
 HP0429                          STATION DESCRIPTION
 HP0429
 HP0429'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0429'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0429'MILES NORTH ALONG A GRAVEL ROAD, THENCE 23.6 MILES EASTERLY ALONG THE
 HP0429'BLM ROAD AROUND THE POINT OF LIMESTONE RIDGE, 14 FEET SOUTHWEST AND
 HP0429'5.5 FEET HIGHER THAN THE ROAD, CEMENTED IN A LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0757 ***********************************************************************
 GS0757  DESIGNATION -  4 PDI
 GS0757  PID         -  GS0757
 GS0757  STATE/COUNTY-  NV/NYE
 GS0757  USGS QUAD   -  CAMP DESERT ROCK (1983)
 GS0757
 GS0757                         *CURRENT SURVEY CONTROL
 GS0757  ___________________________________________________________________
 GS0757* NAD 83(1986)-  36 39 05.     (N)    116 06 05.     (W)     SCALED    
 GS0757* NAVD 88     -      1047.094  (meters)    3435.34   (feet)  ADJUSTED  
 GS0757  ___________________________________________________________________
 GS0757  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 GS0757  DYNAMIC HT  -        1045.990 (meters)    3431.72  (feet)  COMP
 GS0757  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 GS0757
 GS0757  VERT ORDER  -  FIRST     CLASS I
 GS0757
 GS0757.The horizontal coordinates were scaled from a topographic map and have
 GS0757.an estimated accuracy of +/- 6 seconds.
 GS0757
 GS0757.The orthometric height was determined by differential leveling
 GS0757.and adjusted by the National Geodetic Survey in May 2004..
 GS0757
 GS0757.The geoid height was determined by GEOID03.
 GS0757
 GS0757.The dynamic height is computed by dividing the NAVD 88
 GS0757.geopotential number by the normal gravity value computed on the
 GS0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0757.degrees latitude (g = 980.6199 gals.).
 GS0757
 GS0757.The modeled gravity was interpolated from observed gravity values.
 GS0757
 GS0757;                    North         East    Units  Estimated Accuracy
 GS0757;SPC NV C     - 6,211,090.      550,540.      MT  (+/- 180 meters Scaled)
 GS0757
 GS0757                          SUPERSEDED SURVEY CONTROL
 GS0757
 GS0757  NAVD 88 (??/??/92) 1047.104  (m)         3435.37   (f) UNKNOWN     3 0
 GS0757  NGVD 29 (05/01/91) 1046.257  (m)         3432.59   (f) ADJUSTED    1 1
 GS0757
 GS0757.Superseded values are not recommended for survey control.
 GS0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0757.See file dsdata.txt to determine how the superseded data were derived.
 GS0757
 GS0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA803565(NAD 83)
 GS0757_MARKER: DB = BENCH MARK DISK
 GS0757_SETTING: 0 = UNSPECIFIED SETTING
 GS0757_STAMPING: 4 PDI 1986
 GS0757_MARK LOGO: USGS  
 GS0757_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0757
 GS0757  HISTORY     - Date     Condition        Report By
 GS0757  HISTORY     - 1986     MONUMENTED       USGS
 GS0757  HISTORY     - 1988     GOOD             USGS
 GS0757  HISTORY     - 19910624 GOOD             USGS
 GS0757  HISTORY     - 19930330 GOOD             USGS
 GS0757  HISTORY     - 19950407 GOOD             USGS
 GS0757
 GS0757                          STATION DESCRIPTION
 GS0757
 GS0757'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0757'10.2 KM (6.35 MI) NW FROM MERCURY.
 GS0757'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0757'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0757'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 6.35 MILES, 107 FEET SOUTH
 GS0757'OF THE HIGHWAY.
 GS0757'THE MARK IS 4 FT  E FROM  A ROCK CAIRN
 GS0757
 GS0757                          STATION RECOVERY (1988)
 GS0757
 GS0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0757'RECOVERED IN GOOD CONDITION.
 GS0757
 GS0757                          STATION RECOVERY (1991)
 GS0757
 GS0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0757'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0757'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0757'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 6.35 MILES, 107 FEET SOUTH
 GS0757'OF THE HIGHWAY.
 GS0757
 GS0757                          STATION RECOVERY (1993)
 GS0757
 GS0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0757'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0757'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0757'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 6.35 MILES
 GS0757'(10.22 KM), 107 FEET (32.6 M) SOUTH OF THE HIGHWAY.
 GS0757
 GS0757                          STATION RECOVERY (1995)
 GS0757
 GS0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0757'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0640 ***********************************************************************
 GS0640  DESIGNATION -  4 TJS
 GS0640  PID         -  GS0640
 GS0640  STATE/COUNTY-  NV/NYE
 GS0640  USGS QUAD   -  CRATER FLAT (1986)
 GS0640
 GS0640                         *CURRENT SURVEY CONTROL
 GS0640  ___________________________________________________________________
 GS0640* NAD 83(1986)-  36 46 21.     (N)    116 36 56.     (W)     SCALED    
 GS0640* NAVD 88     -       903.584  (meters)    2964.51   (feet)  ADJUSTED  
 GS0640  ___________________________________________________________________
 GS0640  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 GS0640  DYNAMIC HT  -         902.653 (meters)    2961.45  (feet)  COMP
 GS0640  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 GS0640
 GS0640  VERT ORDER  -  FIRST     CLASS I
 GS0640
 GS0640.The horizontal coordinates were scaled from a topographic map and have
 GS0640.an estimated accuracy of +/- 6 seconds.
 GS0640
 GS0640.The orthometric height was determined by differential leveling
 GS0640.and adjusted by the National Geodetic Survey in May 2004..
 GS0640
 GS0640.The geoid height was determined by GEOID03.
 GS0640
 GS0640.The dynamic height is computed by dividing the NAVD 88
 GS0640.geopotential number by the normal gravity value computed on the
 GS0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0640.degrees latitude (g = 980.6199 gals.).
 GS0640
 GS0640.The modeled gravity was interpolated from observed gravity values.
 GS0640
 GS0640;                    North         East    Units  Estimated Accuracy
 GS0640;SPC NV C     - 6,224,380.      504,560.      MT  (+/- 180 meters Scaled)
 GS0640
 GS0640                          SUPERSEDED SURVEY CONTROL
 GS0640
 GS0640  NAVD 88 (??/??/92)  903.583  (m)         2964.51   (f) UNKNOWN     3 0
 GS0640  NGVD 29 (05/01/91)  902.723  (m)         2961.68   (f) ADJUSTED    1 1
 GS0640
 GS0640.Superseded values are not recommended for survey control.
 GS0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0640.See file dsdata.txt to determine how the superseded data were derived.
 GS0640
 GS0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA343697(NAD 83)
 GS0640_MARKER: DB = BENCH MARK DISK
 GS0640_SETTING: 0 = UNSPECIFIED SETTING
 GS0640_STAMPING: 4 TJS 1983
 GS0640_MARK LOGO: USGS  
 GS0640_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0640
 GS0640  HISTORY     - Date     Condition        Report By
 GS0640  HISTORY     - 1983     MONUMENTED       USGS
 GS0640  HISTORY     - 1986     GOOD             USGS
 GS0640  HISTORY     - 1988     GOOD             USGS
 GS0640  HISTORY     - 19901205 GOOD             USGS
 GS0640  HISTORY     - 19921201 GOOD             USGS
 GS0640  HISTORY     - 19941216 GOOD             USGS
 GS0640
 GS0640                          STATION DESCRIPTION
 GS0640
 GS0640'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0640'20.7 KM (12.85 MI) SE FROM BEATTY.
 GS0640'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0640'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0640'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 2.85 MILES, 140 FEET EAST
 GS0640'OF THE CENTRLINE OF THE ROAD, 50 FEET NORTH OF A TRACK ROAD EAST, 4
 GS0640'FEET SOUTH OF A ROCK CAIRN.
 GS0640
 GS0640                          STATION RECOVERY (1986)
 GS0640
 GS0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0640'RECOVERED IN GOOD CONDITION.
 GS0640
 GS0640                          STATION RECOVERY (1988)
 GS0640
 GS0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0640'RECOVERED IN GOOD CONDITION.
 GS0640
 GS0640                          STATION RECOVERY (1990)
 GS0640
 GS0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 GS0640'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0640'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0640'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 2.85 MILES, 140 FEET
 GS0640'EAST OF THE CENTERLINE OF THE ROAD, 50 FEET NORTH OF A TRACK ROAD
 GS0640'EAST, 4 FEET SOUTH OF A ROCK CAIRN.
 GS0640
 GS0640                          STATION RECOVERY (1992)
 GS0640
 GS0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0640'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0640'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0640'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 2.85 MILES
 GS0640'(4.59 KM), 140 FEET (42.7 M) EAST OF THE CENTERLINE OF THE ROAD, 50
 GS0640'FEET (15.2 M) NORTH OF A TRACK ROAD EAST, 4 FEET (1.2 M) SOUTH OF A
 GS0640'ROCK CAIRN.
 GS0640
 GS0640                          STATION RECOVERY (1994)
 GS0640
 GS0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0640'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0363 ***********************************************************************
 GR0363  DESIGNATION -  40
 GR0363  PID         -  GR0363
 GR0363  STATE/COUNTY-  NV/CLARK
 GR0363  USGS QUAD   -  DEVILS THROAT (1983)
 GR0363
 GR0363                         *CURRENT SURVEY CONTROL
 GR0363  ___________________________________________________________________
 GR0363* NAD 83(1986)-  36 25 10.     (N)    114 13 56.     (W)     SCALED    
 GR0363* NAVD 88     -       648.918  (meters)    2128.99   (feet)  POSTED    
 GR0363  ___________________________________________________________________
 GR0363  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 GR0363  DYNAMIC HT  -         648.280 (meters)    2126.90  (feet)  COMP
 GR0363  MODELED GRAV-     979,633.0   (mgal)                       NAVD 88
 GR0363
 GR0363  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0363
 GR0363.The horizontal coordinates were scaled from a topographic map and have
 GR0363.an estimated accuracy of +/- 6 seconds.
 GR0363
 GR0363.The orthometric height was determined by differential leveling
 GR0363.and adjusted by the National Geodetic Survey in 1992..
 GR0363.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0363.rate of 0.0 thru 1.0 mm/km.
 GR0363
 GR0363.The geoid height was determined by GEOID03.
 GR0363
 GR0363.The dynamic height is computed by dividing the NAVD 88
 GR0363.geopotential number by the normal gravity value computed on the
 GR0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0363.degrees latitude (g = 980.6199 gals.).
 GR0363
 GR0363.The modeled gravity was interpolated from observed gravity values.
 GR0363
 GR0363;                    North         East    Units  Estimated Accuracy
 GR0363;SPC NV E     - 8,186,060.      321,160.      MT  (+/- 180 meters Scaled)
 GR0363
 GR0363                          SUPERSEDED SURVEY CONTROL
 GR0363
 GR0363  NGVD 29 (??/??/92)  648.242  (m)         2126.77   (f) ADJ UNCH    1 1
 GR0363
 GR0363.Superseded values are not recommended for survey control.
 GR0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0363.See file dsdata.txt to determine how the superseded data were derived.
 GR0363
 GR0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA481340(NAD 83)
 GR0363_MARKER: DD = SURVEY DISK
 GR0363_SETTING: 66 = SET IN ROCK OUTCROP
 GR0363_SP_SET: CONGLOMERATE OUTCROP
 GR0363_STAMPING: 2126 40 B 1920
 GR0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0363+STABILITY: POSITION/ELEVATION WELL
 GR0363
 GR0363  HISTORY     - Date     Condition        Report By
 GR0363  HISTORY     - 1920     MONUMENTED       USGS
 GR0363  HISTORY     - 1950     GOOD             NGS
 GR0363
 GR0363                          STATION DESCRIPTION
 GR0363
 GR0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0363'35.8 MI S FROM RIVERSIDE.
 GR0363'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0363'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0363'THENCE 6.7 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY
 GR0363'ROAD, THENCE 2.0 MILES SOUTH ALONG GOLD BUTTE WASH, ON THE WEST SIDE,
 GR0363'ABOUT 25 FEET SOUTH OF THE CENTER OF A SMALL RAVINE LEADING WEST, IN
 GR0363'THE TOP OF A 9- BY 10-FOOT FLAT CONGLOMERATE OUTCROP, 1.5 FEET
 GR0363'SOUTHEAST OF THE NORTHWEST EDGE, 10 FEET EAST OF THE WEST BANK, AND
 GR0363'ABOUT 2 FEET HIGHER THAN THE BED OF THE WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0253 ***********************************************************************
 MU0253  DESIGNATION -  40 A
 MU0253  PID         -  MU0253
 MU0253  STATE/COUNTY-  NV/HUMBOLDT
 MU0253  USGS QUAD   -  WESO (1983)
 MU0253
 MU0253                         *CURRENT SURVEY CONTROL
 MU0253  ___________________________________________________________________
 MU0253* NAD 83(1994)-  41 00 35.48366(N)    117 37 50.20362(W)     ADJUSTED  
 MU0253* NAVD 88     -      1374.962  (meters)    4511.02   (feet)  ADJUSTED  
 MU0253  ___________________________________________________________________
 MU0253  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 MU0253  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 MU0253  DYNAMIC HT  -        1373.928 (meters)    4507.63  (feet)  COMP
 MU0253  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 MU0253
 MU0253  HORZ ORDER  -  SECOND
 MU0253  VERT ORDER  -  FIRST     CLASS II
 MU0253
 MU0253.The horizontal coordinates were established by classical geodetic methods
 MU0253.and adjusted by the National Geodetic Survey in June 1998..
 MU0253
 MU0253.The orthometric height was determined by differential leveling
 MU0253.and adjusted by the National Geodetic Survey in June 1991..
 MU0253
 MU0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0253
 MU0253.The geoid height was determined by GEOID03.
 MU0253
 MU0253.The dynamic height is computed by dividing the NAVD 88
 MU0253.geopotential number by the normal gravity value computed on the
 MU0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0253.degrees latitude (g = 980.6199 gals.).
 MU0253
 MU0253.The modeled gravity was interpolated from observed gravity values.
 MU0253
 MU0253;                    North         East     Units Scale Factor Converg.
 MU0253;SPC NV W     - 4,695,177.314   880,137.940   MT  0.99997902   +0 37 30.7
 MU0253;SPC NV W     -15,404,094.24  2,887,585.89   sFT  0.99997902   +0 37 30.7
 MU0253;UTM  11      - 4,540,042.728   446,972.306   MT  0.99963461   -0 24 49.7
 MU0253
 MU0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0253!SPC NV W     -   0.99978756  x   0.99997902  =   0.99976659
 MU0253!UTM  11      -   0.99978756  x   0.99963461  =   0.99942225
 MU0253
 MU0253                          SUPERSEDED SURVEY CONTROL
 MU0253
 MU0253  NAD 83(1986)-  41 00 35.48840(N)    117 37 50.19870(W) AD(       ) 2
 MU0253  NAD 27      -  41 00 35.83750(N)    117 37 46.74720(W) AD(       ) 2
 MU0253  NGVD 29 (??/??/92) 1373.923  (m)         4507.61   (f) ADJ UNCH    1 2
 MU0253
 MU0253.Superseded values are not recommended for survey control.
 MU0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0253.See file dsdata.txt to determine how the superseded data were derived.
 MU0253
 MU0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF4697240043(NAD 83)
 MU0253_MARKER: DD = SURVEY DISK
 MU0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0253_STAMPING: BM I-001-3 (2) 40 A
 MU0253_MARK LOGO: NVDH  
 MU0253_PROJECTION: PROJECTING 6 CENTIMETERS
 MU0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0253+STABILITY: SURFACE MOTION
 MU0253
 MU0253  HISTORY     - Date     Condition        Report By
 MU0253  HISTORY     - 1958     MONUMENTED       NVDH
 MU0253  HISTORY     - 1958     GOOD             NGS
 MU0253  HISTORY     - 1984     GOOD             NGS
 MU0253
 MU0253                          STATION DESCRIPTION
 MU0253
 MU0253'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1958 (WH)
 MU0253'6.9 MILES NORTHEAST OF WINNEMUCCA, 300 FEET SOUTHEAST OF THE
 MU0253'CENTER LINE OF U.S. HIGHWAY 40.  THE STATION MARK IS A BRONZE
 MU0253'DISK OF NEVADA STATE HIGHWAY DEPT., SET IN A CONE TOPPED CYLINDER
 MU0253'OF CONCRETE, AND STAMPED BM I-001-3-(2) 40-A.  TRAVERSE
 MU0253'CONNECTION WAS MADE FROM TRIANGULATION STATION TULE, A DISTANCE
 MU0253'OF 67.02 FEET, OR 20.427 METERS.
 MU0253
 MU0253                          STATION RECOVERY (1958)
 MU0253
 MU0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MU0253'5.65 MI NE FROM WINNEMUCCA.
 MU0253'5.65 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 MU0253'U.S. 40 AND BRIDGE STREET AT WINNEMUCCA, 328.0 FEET SOUTHEAST OF THE
 MU0253'CENTERLINE OF HIGHWAY, 226.0 FEET SOUTHEAST OF A FENCE LINE, 67.0 FEET
 MU0253'NORTHWEST OF TRIANGULATION STATION TULE 1958, 3.0 FEET NORTHWEST OF A
 MU0253'METAL WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES
 MU0253'ABOVE GROUND SURFACE.
 MU0253
 MU0253                          STATION RECOVERY (1984)
 MU0253
 MU0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0253'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.35 KM
 MU0253'(2.7 MI) NORTHEAST ALONG STATE HIGHWAY 289 FROM THE JUNCTION OF US
 MU0253'HIGHWAY 95 AT WINNEMUCCA, THENCE 6.1 KM (3.8 MI) NORTHEAST ALONG
 MU0253'INTERSTATE 80, 0.5 KM (0.3 MI) NORTHEAST OF MILEPOST 184, 57.0 METERS
 MU0253'(187 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE, 39.6 METERS
 MU0253'(130 FT) NORTH OF THE NORTHEAST END OF A BRACE IN THE RIGHT OF WAY
 MU0253'FENCE AND 20.4 METERS (67 FT) NORTHWEST OF TRIANGULATION STATION TULE.
 MU0253'THE MARK IS 0.9 METERS  NW FROM A WITNESS POST.
 MU0253'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0583 ***********************************************************************
 MU0583  DESIGNATION -  40 BKC
 MU0583  PID         -  MU0583
 MU0583  STATE/COUNTY-  NV/ELKO
 MU0583  USGS QUAD   -  MC CLEARY WELLS (1973)
 MU0583
 MU0583                         *CURRENT SURVEY CONTROL
 MU0583  ___________________________________________________________________
 MU0583* NAD 83(1986)-  41 31 22.     (N)    116 46 56.     (W)     SCALED    
 MU0583* NAVD 88     -      1659.576  (meters)    5444.79   (feet)  POSTED    
 MU0583  ___________________________________________________________________
 MU0583  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 MU0583  DYNAMIC HT  -        1658.310 (meters)    5440.64  (feet)  COMP
 MU0583  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 MU0583
 MU0583  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0583
 MU0583.The horizontal coordinates were scaled from a topographic map and have
 MU0583.an estimated accuracy of +/- 6 seconds.
 MU0583
 MU0583.The orthometric height was determined by differential leveling
 MU0583.and adjusted by the National Geodetic Survey in 1992..
 MU0583.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0583.rate of 0.0 thru 1.0 mm/km.
 MU0583
 MU0583.The geoid height was determined by GEOID03.
 MU0583
 MU0583.The dynamic height is computed by dividing the NAVD 88
 MU0583.geopotential number by the normal gravity value computed on the
 MU0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0583.degrees latitude (g = 980.6199 gals.).
 MU0583
 MU0583.The modeled gravity was interpolated from observed gravity values.
 MU0583
 MU0583;                    North         East    Units  Estimated Accuracy
 MU0583;SPC NV E     - 8,752,390.       99,940.      MT  (+/- 180 meters Scaled)
 MU0583
 MU0583                          SUPERSEDED SURVEY CONTROL
 MU0583
 MU0583.No superseded survey control is available for this station.
 MU0583
 MU0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF181968(NAD 83)
 MU0583_MARKER: DD = SURVEY DISK
 MU0583_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0583_SP_SET: COPPER-CLAD STEEL ROD
 MU0583_STAMPING: 40 BKC 1973 5441
 MU0583_MARK LOGO: USGS  
 MU0583_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0583+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0583
 MU0583  HISTORY     - Date     Condition        Report By
 MU0583  HISTORY     - 1973     MONUMENTED       USGS
 MU0583
 MU0583                          STATION DESCRIPTION
 MU0583
 MU0583'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0583'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0583'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0583'THENCE 8.4 MILES WEST ALONG ROAD, 14.3 MILES WEST OF WINTERS RANCH
 MU0583'-STONE HOUSE-, 45 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT
 MU0583'NORTH OF A WITNESS POST, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH
 MU0583'BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0458 ***********************************************************************
 JP0458  DESIGNATION -  40 DOR
 JP0458  PID         -  JP0458
 JP0458  STATE/COUNTY-  NV/LINCOLN
 JP0458  USGS QUAD   -  COYOTE SPRING (1971)
 JP0458
 JP0458                         *CURRENT SURVEY CONTROL
 JP0458  ___________________________________________________________________
 JP0458* NAD 83(1986)-  38 06 04.     (N)    114 51 12.     (W)     SCALED    
 JP0458* NAVD 88     -      1567.694  (meters)    5143.34   (feet)  ADJUSTED  
 JP0458  ___________________________________________________________________
 JP0458  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 JP0458  DYNAMIC HT  -        1566.017 (meters)    5137.84  (feet)  COMP
 JP0458  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 JP0458
 JP0458  VERT ORDER  -  SECOND    CLASS 0
 JP0458
 JP0458.The horizontal coordinates were scaled from a topographic map and have
 JP0458.an estimated accuracy of +/- 6 seconds.
 JP0458
 JP0458.The orthometric height was determined by differential leveling
 JP0458.and adjusted by the National Geodetic Survey in June 1991..
 JP0458
 JP0458.The geoid height was determined by GEOID03.
 JP0458
 JP0458.The dynamic height is computed by dividing the NAVD 88
 JP0458.geopotential number by the normal gravity value computed on the
 JP0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0458.degrees latitude (g = 980.6199 gals.).
 JP0458
 JP0458.The modeled gravity was interpolated from observed gravity values.
 JP0458
 JP0458;                    North         East    Units  Estimated Accuracy
 JP0458;SPC NV E     - 8,372,080.      264,020.      MT  (+/- 180 meters Scaled)
 JP0458
 JP0458                          SUPERSEDED SURVEY CONTROL
 JP0458
 JP0458.No superseded survey control is available for this station.
 JP0458
 JP0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC882192(NAD 83)
 JP0458_MARKER: DD = SURVEY DISK
 JP0458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0458_SP_SET: COPPER-CLAD STEEL ROD
 JP0458_STAMPING: 40 DOR 1968 5140
 JP0458_MARK LOGO: USGS  
 JP0458_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0458+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0458
 JP0458  HISTORY     - Date     Condition        Report By
 JP0458  HISTORY     - 1968     MONUMENTED       USGS
 JP0458  HISTORY     - 19710127 GOOD             USGS
 JP0458
 JP0458                          STATION DESCRIPTION
 JP0458
 JP0458'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0458'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0458'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 16.9 MILES
 JP0458'WEST, 50 FEET SOUTHEAST OF A Y-ROAD NORTHEAST, 45 FEET NORTH OF THE
 JP0458'ROAD, 2 FEET SOUTH OF A WITNESS SIGN, SET ON A COPPER-COATED ROD
 JP0458'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
 JP0458
 JP0458                          STATION RECOVERY (1971)
 JP0458
 JP0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0538 ***********************************************************************
 JP0538  DESIGNATION -  40 DOR
 JP0538  PID         -  JP0538
 JP0538  STATE/COUNTY-  NV/LINCOLN
 JP0538  USGS QUAD   -  PONY SPRINGS (1973)
 JP0538
 JP0538                         *CURRENT SURVEY CONTROL
 JP0538  ___________________________________________________________________
 JP0538* NAD 83(1986)-  38 19 46.     (N)    114 36 43.     (W)     SCALED    
 JP0538* NAVD 88     -      1865.372  (meters)    6119.97   (feet)  ADJUSTED  
 JP0538  ___________________________________________________________________
 JP0538  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 JP0538  DYNAMIC HT  -        1863.282 (meters)    6113.12  (feet)  COMP
 JP0538  MODELED GRAV-     979,442.3   (mgal)                       NAVD 88
 JP0538
 JP0538  VERT ORDER  -  SECOND    CLASS 0
 JP0538
 JP0538.The horizontal coordinates were scaled from a topographic map and have
 JP0538.an estimated accuracy of +/- 6 seconds.
 JP0538
 JP0538.The orthometric height was determined by differential leveling
 JP0538.and adjusted by the National Geodetic Survey in August 1995..
 JP0538
 JP0538.The geoid height was determined by GEOID03.
 JP0538
 JP0538.The dynamic height is computed by dividing the NAVD 88
 JP0538.geopotential number by the normal gravity value computed on the
 JP0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0538.degrees latitude (g = 980.6199 gals.).
 JP0538
 JP0538.The modeled gravity was interpolated from observed gravity values.
 JP0538
 JP0538;                    North         East    Units  Estimated Accuracy
 JP0538;SPC NV E     - 8,397,620.      284,930.      MT  (+/- 180 meters Scaled)
 JP0538
 JP0538                          SUPERSEDED SURVEY CONTROL
 JP0538
 JP0538.No superseded survey control is available for this station.
 JP0538
 JP0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC087450(NAD 83)
 JP0538_MARKER: DD = SURVEY DISK
 JP0538_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0538_SP_SET: COPPER-CLAD STEEL ROD
 JP0538_STAMPING: 40 DOR 1971 6116
 JP0538_MARK LOGO: USGS  
 JP0538_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0538
 JP0538  HISTORY     - Date     Condition        Report By
 JP0538  HISTORY     - 1971     MONUMENTED       USGS
 JP0538
 JP0538                          STATION DESCRIPTION
 JP0538
 JP0538'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0538'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0538'HIGHWAY 93 TO A T-ROAD WEST, AT A CATTLEGUARD, 390 FEET WEST OF THE
 JP0538'CENTERLINE OF THE HIGHWAY, 90 FEET WEST OF THE OLD HIGHWAY 93, 80
 JP0538'FEET NORTH OF THE CENTERLINE OF A ROAD, 0.5 FOOT EAST OF A FENCE AND
 JP0538'A WITNESS POST, ON A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL
 JP0538'ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0605 ***********************************************************************
 JP0605  DESIGNATION -  40 DOR
 JP0605  PID         -  JP0605
 JP0605  STATE/COUNTY-  NV/LINCOLN
 JP0605  USGS QUAD   -  PARKER STATION (1969)
 JP0605
 JP0605                         *CURRENT SURVEY CONTROL
 JP0605  ___________________________________________________________________
 JP0605* NAD 83(1986)-  38 38 46.     (N)    114 49 01.     (W)     SCALED    
 JP0605* NAVD 88     -      1956.536  (meters)    6419.07   (feet)  ADJUSTED  
 JP0605  ___________________________________________________________________
 JP0605  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 JP0605  DYNAMIC HT  -        1954.375 (meters)    6411.98  (feet)  COMP
 JP0605  MODELED GRAV-     979,453.8   (mgal)                       NAVD 88
 JP0605
 JP0605  VERT ORDER  -  SECOND    CLASS 0
 JP0605
 JP0605.The horizontal coordinates were scaled from a topographic map and have
 JP0605.an estimated accuracy of +/- 6 seconds.
 JP0605
 JP0605.The orthometric height was determined by differential leveling
 JP0605.and adjusted by the National Geodetic Survey in August 1995..
 JP0605
 JP0605.The geoid height was determined by GEOID03.
 JP0605
 JP0605.The dynamic height is computed by dividing the NAVD 88
 JP0605.geopotential number by the normal gravity value computed on the
 JP0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0605.degrees latitude (g = 980.6199 gals.).
 JP0605
 JP0605.The modeled gravity was interpolated from observed gravity values.
 JP0605
 JP0605;                    North         East    Units  Estimated Accuracy
 JP0605;SPC NV E     - 8,432,600.      266,710.      MT  (+/- 180 meters Scaled)
 JP0605
 JP0605                          SUPERSEDED SURVEY CONTROL
 JP0605
 JP0605.No superseded survey control is available for this station.
 JP0605
 JP0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC899797(NAD 83)
 JP0605_MARKER: DD = SURVEY DISK
 JP0605_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0605_SP_SET: COPPER-CLAD STEEL ROD
 JP0605_STAMPING: 40 DOR 1973 6415
 JP0605_MARK LOGO: USGS  
 JP0605_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0605
 JP0605  HISTORY     - Date     Condition        Report By
 JP0605  HISTORY     - 1973     MONUMENTED       USGS
 JP0605
 JP0605                          STATION DESCRIPTION
 JP0605
 JP0605'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0605'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0605'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 39.8 MILES
 JP0605'SOUTH TO A ROAD CROSSING, 50 FEET NORTHEAST OF THE ROAD CROSSING, 11
 JP0605'FEET EAST OF A FENCE CORNER, 0.5 FOOT SOUTH OF A FENCE,  A 5/8 INCH
 JP0605'COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE
 JP0605'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0569 ***********************************************************************
 MU0569  DESIGNATION -  40 FMK
 MU0569  PID         -  MU0569
 MU0569  STATE/COUNTY-  NV/ELKO
 MU0569  USGS QUAD   -  SILVER LAKE (1977)
 MU0569
 MU0569                         *CURRENT SURVEY CONTROL
 MU0569  ___________________________________________________________________
 MU0569* NAD 83(1986)-  41 37 51.     (N)    116 37 46.     (W)     SCALED    
 MU0569* NAVD 88     -      1625.465  (meters)    5332.88   (feet)  POSTED    
 MU0569  ___________________________________________________________________
 MU0569  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 MU0569  DYNAMIC HT  -        1624.250 (meters)    5328.89  (feet)  COMP
 MU0569  MODELED GRAV-     979,816.5   (mgal)                       NAVD 88
 MU0569
 MU0569  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0569
 MU0569.The horizontal coordinates were scaled from a topographic map and have
 MU0569.an estimated accuracy of +/- 6 seconds.
 MU0569
 MU0569.The orthometric height was determined by differential leveling
 MU0569.and adjusted by the National Geodetic Survey in 1992..
 MU0569.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0569.rate of 1.1 thru 2.0 mm/km.
 MU0569
 MU0569.The geoid height was determined by GEOID03.
 MU0569
 MU0569.The dynamic height is computed by dividing the NAVD 88
 MU0569.geopotential number by the normal gravity value computed on the
 MU0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0569.degrees latitude (g = 980.6199 gals.).
 MU0569
 MU0569.The modeled gravity was interpolated from observed gravity values.
 MU0569
 MU0569;                    North         East    Units  Estimated Accuracy
 MU0569;SPC NV E     - 8,764,230.      112,840.      MT  (+/- 180 meters Scaled)
 MU0569
 MU0569                          SUPERSEDED SURVEY CONTROL
 MU0569
 MU0569  NGVD 29 (??/??/92) 1624.35   (m)         5329.2    (f) COMPUTED    2 0
 MU0569
 MU0569.Superseded values are not recommended for survey control.
 MU0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0569.See file dsdata.txt to determine how the superseded data were derived.
 MU0569
 MU0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG308088(NAD 83)
 MU0569_MARKER: DD = SURVEY DISK
 MU0569_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0569_SP_SET: COPPER-CLAD STEEL ROD
 MU0569_STAMPING: 40 FMK 1973 5329
 MU0569_MARK LOGO: USGS  
 MU0569_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0569+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0569
 MU0569  HISTORY     - Date     Condition        Report By
 MU0569  HISTORY     - 1973     MONUMENTED       USGS
 MU0569
 MU0569                          STATION DESCRIPTION
 MU0569
 MU0569'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0569'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0569'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0569'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0569'ALONG ROAD, THENCE 7.2 MILES WEST-NORTHWEST ALONG TRACK ROAD, 8.7
 MU0569'MILES SOUTH AND 0.8 MILES WEST OF DESERT RANCH, 37 FEET EAST OF THE
 MU0569'CENTERLINE OF THE ROAD, 1 FOOT WEST OF A WITNESS POST, A COPPER-COATED
 MU0569'ROD ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0403 ***********************************************************************
 NW0403  DESIGNATION -  40 HEI
 NW0403  PID         -  NW0403
 NW0403  STATE/COUNTY-  NV/HUMBOLDT
 NW0403  USGS QUAD   -  OREGON BUTTE (1982)
 NW0403
 NW0403                         *CURRENT SURVEY CONTROL
 NW0403  ___________________________________________________________________
 NW0403* NAD 83(1986)-  42 00 33.     (N)    117 17 15.     (W)     SCALED    
 NW0403* NAVD 88     -      1822.488  (meters)    5979.28   (feet)  POSTED    
 NW0403  ___________________________________________________________________
 NW0403  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 NW0403  DYNAMIC HT  -        1821.130 (meters)    5974.82  (feet)  COMP
 NW0403  MODELED GRAV-     979,813.0   (mgal)                       NAVD 88
 NW0403
 NW0403  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0403
 NW0403.The horizontal coordinates were scaled from a topographic map and have
 NW0403.an estimated accuracy of +/- 6 seconds.
 NW0403
 NW0403.The orthometric height was determined by differential leveling
 NW0403.and adjusted by the National Geodetic Survey in 1992..
 NW0403.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0403.rate of 0.0 thru 1.0 mm/km.
 NW0403
 NW0403.The geoid height was determined by GEOID03.
 NW0403
 NW0403.The dynamic height is computed by dividing the NAVD 88
 NW0403.geopotential number by the normal gravity value computed on the
 NW0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0403.degrees latitude (g = 980.6199 gals.).
 NW0403
 NW0403.The modeled gravity was interpolated from observed gravity values.
 NW0403
 NW0403;                    North         East    Units  Estimated Accuracy
 NW0403;SPC NV W     - 4,806,530.      907,340.      MT  (+/- 180 meters Scaled)
 NW0403
 NW0403                          SUPERSEDED SURVEY CONTROL
 NW0403
 NW0403.No superseded survey control is available for this station.
 NW0403
 NW0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG761508(NAD 83)
 NW0403_MARKER: DD = SURVEY DISK
 NW0403_SETTING: 80 = SET IN A BOULDER
 NW0403_SP_SET: IN DRILL HOLE IN A BOULDER
 NW0403_STAMPING: 40 HEI 1974 5975
 NW0403_MARK LOGO: USGS  
 NW0403_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0403+STABILITY: SURFACE MOTION
 NW0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0403+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NW0403
 NW0403  HISTORY     - Date     Condition        Report By
 NW0403  HISTORY     - 1974     MONUMENTED       USGS
 NW0403
 NW0403                          STATION DESCRIPTION
 NW0403
 NW0403'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0403'FROM GREELY CROSSING, NEVADA, PROCEED 22.8 MILES NORTH ALONG ROAD TO
 NW0403'CROSSROADS, THENCE 4.8 MILES NORTHEAST ALONG RIGHT FORK AND GENERALLY
 NW0403'NORTH, ABOUT 0.7 MILES NORTH OF THE OREGON-NEVADA STATE LINE, 105 FEET
 NW0403'WEST AND 1.5 FEET LOWER THAN THE CENTERLINE OF THE ROAD, SET IN A
 NW0403'BOULDER PROJECTING ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0516 ***********************************************************************
 LS0516  DESIGNATION -  40 HJH
 LS0516  PID         -  LS0516
 LS0516  STATE/COUNTY-  NV/WASHOE
 LS0516  USGS QUAD   -  PURGATORY PEAK (1990)
 LS0516
 LS0516                         *CURRENT SURVEY CONTROL
 LS0516  ___________________________________________________________________
 LS0516* NAD 83(1986)-  40 19 16.     (N)    119 20 44.     (W)     SCALED    
 LS0516* NAVD 88     -      1239.292  (meters)    4065.91   (feet)  ADJUSTED  
 LS0516  ___________________________________________________________________
 LS0516  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 LS0516  DYNAMIC HT  -        1238.329 (meters)    4062.75  (feet)  COMP
 LS0516  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 LS0516
 LS0516  VERT ORDER  -  SECOND    CLASS 0
 LS0516
 LS0516.The horizontal coordinates were scaled from a topographic map and have
 LS0516.an estimated accuracy of +/- 6 seconds.
 LS0516
 LS0516.The orthometric height was determined by differential leveling
 LS0516.and adjusted by the National Geodetic Survey in June 1991..
 LS0516
 LS0516.The geoid height was determined by GEOID03.
 LS0516
 LS0516.The dynamic height is computed by dividing the NAVD 88
 LS0516.geopotential number by the normal gravity value computed on the
 LS0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0516.degrees latitude (g = 980.6199 gals.).
 LS0516
 LS0516.The modeled gravity was interpolated from observed gravity values.
 LS0516
 LS0516;                    North         East    Units  Estimated Accuracy
 LS0516;SPC NV W     - 4,618,540.      735,220.      MT  (+/- 180 meters Scaled)
 LS0516
 LS0516                          SUPERSEDED SURVEY CONTROL
 LS0516
 LS0516  NGVD 29 (??/??/92) 1238.320  (m)         4062.72   (f) ADJ UNCH    2 0
 LS0516
 LS0516.Superseded values are not recommended for survey control.
 LS0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0516.See file dsdata.txt to determine how the superseded data were derived.
 LS0516
 LS0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE007660(NAD 83)
 LS0516_MARKER: DB = BENCH MARK DISK
 LS0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0516_SP_SET: CONCRETE POST
 LS0516_STAMPING: 40 HJH 1962 4063
 LS0516_MARK LOGO: USGS  
 LS0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0516+STABILITY: SURFACE MOTION
 LS0516
 LS0516  HISTORY     - Date     Condition        Report By
 LS0516  HISTORY     - 1962     MONUMENTED       USGS
 LS0516
 LS0516                          STATION DESCRIPTION
 LS0516
 LS0516'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0516'38.1 KM (23.70 MI) SOUTH FROM GERLACH.
 LS0516'23.7 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34, AT A SMALL RISE
 LS0516'AND CUT OPPOSITE A LONE MOUNTAIN, 46 FEET EAST OF THE CENTERLINE.
 LS0516'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
 LS0516'THE MARK IS 3.0 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0494 ***********************************************************************
 MV0494  DESIGNATION -  40 LRC
 MV0494  PID         -  MV0494
 MV0494  STATE/COUNTY-  NV/HUMBOLDT
 MV0494  USGS QUAD   -  PIDGEON SPRING SW (1980)
 MV0494
 MV0494                         *CURRENT SURVEY CONTROL
 MV0494  ___________________________________________________________________
 MV0494* NAD 83(1986)-  41 03 52.     (N)    118 54 17.     (W)     SCALED    
 MV0494* NAVD 88     -      1217.407  (meters)    3994.11   (feet)  ADJUSTED  
 MV0494  ___________________________________________________________________
 MV0494  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 MV0494  DYNAMIC HT  -        1216.542 (meters)    3991.27  (feet)  COMP
 MV0494  MODELED GRAV-     979,871.2   (mgal)                       NAVD 88
 MV0494
 MV0494  VERT ORDER  -  SECOND    CLASS 0
 MV0494
 MV0494.The horizontal coordinates were scaled from a topographic map and have
 MV0494.an estimated accuracy of +/- 6 seconds.
 MV0494
 MV0494.The orthometric height was determined by differential leveling
 MV0494.and adjusted by the National Geodetic Survey in June 1991..
 MV0494
 MV0494.The geoid height was determined by GEOID03.
 MV0494
 MV0494.The dynamic height is computed by dividing the NAVD 88
 MV0494.geopotential number by the normal gravity value computed on the
 MV0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0494.degrees latitude (g = 980.6199 gals.).
 MV0494
 MV0494.The modeled gravity was interpolated from observed gravity values.
 MV0494
 MV0494;                    North         East    Units  Estimated Accuracy
 MV0494;SPC NV W     - 4,700,850.      772,990.      MT  (+/- 180 meters Scaled)
 MV0494
 MV0494                          SUPERSEDED SURVEY CONTROL
 MV0494
 MV0494.No superseded survey control is available for this station.
 MV0494
 MV0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF399476(NAD 83)
 MV0494_MARKER: DD = SURVEY DISK
 MV0494_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MV0494_SP_SET: PREFAB CONC. POST IN EARTH
 MV0494_STAMPING: 40 LRC 1972 3991
 MV0494_MARK LOGO: USGS  
 MV0494_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MV0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0494+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0494
 MV0494  HISTORY     - Date     Condition        Report By
 MV0494  HISTORY     - 1972     MONUMENTED       USGS
 MV0494
 MV0494                          STATION DESCRIPTION
 MV0494
 MV0494'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0494'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0494'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0494'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0494'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 7.7 MILES NORTH
 MV0494'ALONG TRACK ROAD TO A SLOPING BENCH RISING ABOVE THE DESERT FLOOR,
 MV0494'18.9 MILES SOUTH OF PAHUTE MEADOW RANCH, 26 FEET WEST OF THE
 MV0494'CENTERLINE OF THE ROAD, 2 FEET EAST OF A WITNESS POST
 MV0494'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0955 ***********************************************************************
 LR0955  DESIGNATION -  40 O
 LR0955  PID         -  LR0955
 LR0955  STATE/COUNTY-  NV/LANDER
 LR0955  USGS QUAD   -  IZZENHOOD GAP (1965)
 LR0955
 LR0955                         *CURRENT SURVEY CONTROL
 LR0955  ___________________________________________________________________
 LR0955* NAD 83(1986)-  40 56 27.     (N)    116 46 24.     (W)     SCALED    
 LR0955* NAVD 88     -      1505.428  (meters)    4939.06   (feet)  POSTED    
 LR0955  ___________________________________________________________________
 LR0955  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 LR0955  DYNAMIC HT  -        1504.250 (meters)    4935.19  (feet)  COMP
 LR0955  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 LR0955
 LR0955  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0955
 LR0955.The horizontal coordinates were scaled from a topographic map and have
 LR0955.an estimated accuracy of +/- 6 seconds.
 LR0955
 LR0955.The orthometric height was determined by differential leveling
 LR0955.and adjusted by the National Geodetic Survey in 1992..
 LR0955.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0955.rate of 0.0 thru 1.0 mm/km.
 LR0955
 LR0955.The geoid height was determined by GEOID03.
 LR0955
 LR0955.The dynamic height is computed by dividing the NAVD 88
 LR0955.geopotential number by the normal gravity value computed on the
 LR0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0955.degrees latitude (g = 980.6199 gals.).
 LR0955
 LR0955.The modeled gravity was interpolated from observed gravity values.
 LR0955
 LR0955;                    North         East    Units  Estimated Accuracy
 LR0955;SPC NV C     - 6,687,080.      491,020.      MT  (+/- 180 meters Scaled)
 LR0955
 LR0955                          SUPERSEDED SURVEY CONTROL
 LR0955
 LR0955.No superseded survey control is available for this station.
 LR0955
 LR0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF190322(NAD 83)
 LR0955_MARKER: DD = SURVEY DISK
 LR0955_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LR0955_SP_SET: PREFAB CONC. POST IN EARTH
 LR0955_STAMPING: 40 O 1963
 LR0955_MARK LOGO: USGS  
 LR0955_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0955+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0955
 LR0955  HISTORY     - Date     Condition        Report By
 LR0955  HISTORY     - 1963     MONUMENTED       USGS
 LR0955
 LR0955                          STATION DESCRIPTION
 LR0955
 LR0955'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0955'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0955'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 LR0955'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, 3.7 MILES NORTHEAST
 LR0955'ALONG ROAD, THENCE 4.3 MILES EAST ALONG ROAD, 4.0 MILES EAST OF THE
 LR0955'NORTHEAST CORNER OF T35N R45E, AT A DIM DRAIN FROM THE NORTHWEST AND
 LR0955'48 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTHEAST OF A
 LR0955'STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0678 ***********************************************************************
 GS0678  DESIGNATION -  40 TJS
 GS0678  PID         -  GS0678
 GS0678  STATE/COUNTY-  NV/NYE
 GS0678  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0678
 GS0678                         *CURRENT SURVEY CONTROL
 GS0678  ___________________________________________________________________
 GS0678* NAD 83(1986)-  36 51 53.     (N)    116 27 58.     (W)     SCALED    
 GS0678* NAVD 88     -      1466.059  (meters)    4809.90   (feet)  ADJUSTED  
 GS0678  ___________________________________________________________________
 GS0678  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 GS0678  DYNAMIC HT  -        1464.376 (meters)    4804.37  (feet)  COMP
 GS0678  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 GS0678
 GS0678  VERT ORDER  -  FIRST     CLASS I
 GS0678
 GS0678.The horizontal coordinates were scaled from a topographic map and have
 GS0678.an estimated accuracy of +/- 6 seconds.
 GS0678
 GS0678.The orthometric height was determined by differential leveling
 GS0678.and adjusted by the National Geodetic Survey in May 2004..
 GS0678
 GS0678.The geoid height was determined by GEOID03.
 GS0678
 GS0678.The dynamic height is computed by dividing the NAVD 88
 GS0678.geopotential number by the normal gravity value computed on the
 GS0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0678.degrees latitude (g = 980.6199 gals.).
 GS0678
 GS0678.The modeled gravity was interpolated from observed gravity values.
 GS0678
 GS0678;                    North         East    Units  Estimated Accuracy
 GS0678;SPC NV C     - 6,234,640.      517,880.      MT  (+/- 180 meters Scaled)
 GS0678
 GS0678                          SUPERSEDED SURVEY CONTROL
 GS0678
 GS0678  NAVD 88 (??/??/92) 1466.070  (m)         4809.93   (f) UNKNOWN     3 0
 GS0678  NGVD 29 (05/01/91) 1465.107  (m)         4806.77   (f) ADJUSTED    1 1
 GS0678
 GS0678.Superseded values are not recommended for survey control.
 GS0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0678.See file dsdata.txt to determine how the superseded data were derived.
 GS0678
 GS0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA475799(NAD 83)
 GS0678_MARKER: DB = BENCH MARK DISK
 GS0678_SETTING: 66 = SET IN ROCK OUTCROP
 GS0678_SP_SET: BEDROCK
 GS0678_STAMPING: 40 TJS 1983
 GS0678_MARK LOGO: USGS  
 GS0678_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0678+STABILITY: POSITION/ELEVATION WELL
 GS0678
 GS0678  HISTORY     - Date     Condition        Report By
 GS0678  HISTORY     - 1983     MONUMENTED       USGS
 GS0678  HISTORY     - 1986     GOOD             USGS
 GS0678  HISTORY     - 1988     GOOD             USGS
 GS0678  HISTORY     - 19910326 GOOD             USGS
 GS0678  HISTORY     - 19930127 GOOD             USGS
 GS0678  HISTORY     - 19950118 GOOD             USGS
 GS0678
 GS0678                          STATION DESCRIPTION
 GS0678
 GS0678'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0678'63.2 KM (39.25 MI) NW FROM MERCURY.
 GS0678'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0678'JACKASS FLAT ROAD WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0678'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0678'INTERSECTION OF ROADS F AND H WHICH IS 1.3 MILES NORTHWEST OF THE
 GS0678'GUARD STATION, TURN WEST ONTO ROAD H AND PROCEED 7.9 MILES TO THE
 GS0678'WEST EDGE OF FORTYMILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND
 GS0678'PROCEED 1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE
 GS0678'NORTHWESTERLY 4.85 MILES TO AN INTERSECTION AT THE TOP OF YUCCA
 GS0678'MOUNTAIN, TURN NORTH ALONG THE TOP OF THE RIDGE 1.95 MILES, 207 FEET
 GS0678'WEST OF THE CENTERLINEOF THE ROAD, 5 FEET SOUTH OF A ROCK CAIRN.
 GS0678
 GS0678                          STATION RECOVERY (1986)
 GS0678
 GS0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0678'RECOVERED IN GOOD CONDITION.
 GS0678
 GS0678                          STATION RECOVERY (1988)
 GS0678
 GS0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0678'RECOVERED IN GOOD CONDITION.
 GS0678
 GS0678                          STATION RECOVERY (1991)
 GS0678
 GS0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0678'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0678'JACKASS FLAT ROAD WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0678'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0678'INTERSECTION OF ROADS F AND H WHICH IS 1.3 MILES NORTHWEST OF THE
 GS0678'GUARD STATION, TURN WEST ONTO ROAD H AND PROCEED 7.9 MILES TO THE
 GS0678'WEST EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND
 GS0678'PROCEED 1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE
 GS0678'NORTHWESTERLY 4.85 MILES TO AN INTERSECTION AT THE TOP OF YUCCA
 GS0678'MOUNTAIN, TURN NORTH ALONG THE TOP OF THE RIDGE 1.95 MILES, 207 FEET
 GS0678'WEST OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTH OF A ROCK CAIRN.
 GS0678
 GS0678                          STATION RECOVERY (1993)
 GS0678
 GS0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0678'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0678'JACKASS FLAT ROAD WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0678'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0678'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H WHICH IS 1.3
 GS0678'MILES (2.1 KM) NORTHWEST OF THE GUARD STATION, TURN WEST ONTO ROAD H
 GS0678'AND PROCEED 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0678'TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED 1.95 MILES (3.14 KM) TO A
 GS0678'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 4.85 MILES
 GS0678'(7.81 KM) TO AN INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN NORTH
 GS0678'ALONG THE TOP OF THE RIDGE 1.95 MILES (3.14 KM), 207 FEET (63.1 M)
 GS0678'WEST OF THE CENTERLINE OF THE ROAD, 5 FEET (1.5 M) SOUTH OF A ROCK
 GS0678'CAIRN.
 GS0678
 GS0678                          STATION RECOVERY (1995)
 GS0678
 GS0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0678'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0392 ***********************************************************************
 KP0392  DESIGNATION -  40 WR
 KP0392  PID         -  KP0392
 KP0392  STATE/COUNTY-  NV/WHITE PINE
 KP0392  USGS QUAD   -  ILLIPAH (1990)
 KP0392
 KP0392                         *CURRENT SURVEY CONTROL
 KP0392  ___________________________________________________________________
 KP0392* NAD 83(1994)-  39 18 53.44732(N)    115 17 55.45864(W)     ADJUSTED  
 KP0392* NAVD 88     -      1969.19   (+/-2cm)    6460.6    (feet)  VERTCON   
 KP0392  ___________________________________________________________________
 KP0392  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 KP0392  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 KP0392
 KP0392  HORZ ORDER  -  SECOND
 KP0392  VERT ORDER  -  THIRD ? (See Below)
 KP0392
 KP0392.The horizontal coordinates were established by classical geodetic methods
 KP0392.and adjusted by the National Geodetic Survey in June 1998..
 KP0392
 KP0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0392.The vertical order pertains to the NGVD 29 superseded value.
 KP0392
 KP0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0392
 KP0392.The geoid height was determined by GEOID03.
 KP0392
 KP0392;                    North         East     Units Scale Factor Converg.
 KP0392;SPC NV E     - 8,506,587.392   224,541.359   MT  0.99990741   +0 10 49.1
 KP0392;SPC NV E     -27,908,695.47    736,682.78   sFT  0.99990741   +0 10 49.1
 KP0392;UTM  11      - 4,353,096.182   646,664.411   MT  0.99986485   +1 04 41.1
 KP0392
 KP0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0392!SPC NV E     -   0.99969437  x   0.99990741  =   0.99960181
 KP0392!UTM  11      -   0.99969437  x   0.99986485  =   0.99955926
 KP0392
 KP0392|---------------------------------------------------------------------|
 KP0392| PID    Reference Object                     Distance      Geod. Az  |
 KP0392|                                                           dddmmss.s |
 KP0392| DC9835 40 WR RM 2                            8.565 METERS 25926     |
 KP0392| DD5361 39 WR                                              3455047.6 |
 KP0392| DC9834 40 WR RM 1                            8.628 METERS 34849     |
 KP0392|---------------------------------------------------------------------|
 KP0392
 KP0392                          SUPERSEDED SURVEY CONTROL
 KP0392
 KP0392  NAD 83(1994)-  39 18 53.44345(N)    115 17 55.45681(W) AD(       ) 2
 KP0392  NAD 83(1986)-  39 18 53.44303(N)    115 17 55.45700(W) AD(       ) 2
 KP0392  NAD 27      -  39 18 53.67700(N)    115 17 52.35100(W) AD(       ) 2
 KP0392  NGVD 29 (07/19/86) 1967.91   (m)         6456.4    (f) LEVELING    3  
 KP0392
 KP0392.Superseded values are not recommended for survey control.
 KP0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0392.See file dsdata.txt to determine how the superseded data were derived.
 KP0392
 KP0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD4666453096(NAD 83)
 KP0392_MARKER: DB = BENCH MARK DISK
 KP0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0392
 KP0392  HISTORY     - Date     Condition        Report By
 KP0392  HISTORY     - 1954     MONUMENTED       USGS
 KP0392
 KP0392                          STATION DESCRIPTION
 KP0392
 KP0392'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (LSB)
 KP0392'THE STATION IS LOCATED ABOUT 23 MILES (AIRLINE) WEST-NORTHWEST OF
 KP0392'ELY, 4 MILES SOUTH-SOUTHEAST OF THE MOORMAN RANCH AND 3 MILES
 KP0392'SOUTH OF U.S. HIGHWAY 50.  ON THE WEST SIDE OF ELLISON CREEK
 KP0392'ROAD AND ON THE WEST SIDE OF JAKES VALLEY.
 KP0392'
 KP0392'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 93 IN ELY,
 KP0392'GO WESTERLY ON U.S. HIGHWAY 50 FOR 32.4 MILES TO A CROSSROAD
 KP0392'AND SIGN ELLISON CREEK (ON THE LEFT).  THIS POINT IS ABOUT
 KP0392'0.7 MILE EAST OF THE MOORMAN RANCH.  TURN LEFT, SOUTH-SOUTHEAST,
 KP0392'ON BLADED ROAD, FOR 1.0 MILE TO A FORK, JUST AFTER PASSING
 KP0392'OVER A CATTLE GUARD.  TAKE RIGHT FORK, SOUTH, ON MAIN ROAD,
 KP0392'FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH
 KP0392'FOR 1.8 MILES TO THE STATION ON THE RIGHT, WEST SIDE OF THE
 KP0392'ROAD.
 KP0392'
 KP0392'THE STATION MARK, STAMPED 40 WR 1947, IS A STANDARD U.S.
 KP0392'GEOLOGICAL SURVEY BENCH MARK DISK SET IN A SQUARE CONCRETE POST
 KP0392'PROJECTING ABOUT 8 INCHES.  IT IS 28 FEET WEST OF THE CENTER
 KP0392'LINE OF THE BLADED ROAD AND 4 FEET NORTHEAST OF A WITNESS
 KP0392'POST.
 KP0392'
 KP0392'REFERENCE MARK 1, STAMPED BM 40 WR USGS NO 1 1954, IS A STANDARD
 KP0392'DISK (USC AND GS) SET IN A CONCRETE CYLINDER PROJECTING ABOUT
 KP0392'6 INCHES.
 KP0392'
 KP0392'REFERENCE MARK 2, STAMPED BM 40 WR USGS NO 2 1954, IS A STANDARD
 KP0392'DISK (USC AND GS) SET IN A CONCRETE CYLINDER PROJECTING ABOUT
 KP0392'4 INCHES.
 KP0392'
 KP0392'THE BENCH MARK DISK, STAMPED 39 WR 1947 (USGS) WAS USED FOR
 KP0392'THE AZIMUTH MARK.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 KP0392'HOLE IN A BOULDER PROJECTING ABOUT 4 INCHES.  THE MARK IS 36 FEET
 KP0392'WEST OF THE CENTER LINE OF THE BLADED ROAD AND 1 FOOT EAST OF
 KP0392'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0566 ***********************************************************************
 KR0566  DESIGNATION -  4003.539
 KR0566  PID         -  KR0566
 KR0566  STATE/COUNTY-  NV/CHURCHILL
 KR0566  USGS QUAD   -  HAZEN (1985)
 KR0566
 KR0566                         *CURRENT SURVEY CONTROL
 KR0566  ___________________________________________________________________
 KR0566* NAD 83(1986)-  39 33 59.     (N)    119 02 35.     (W)     SCALED    
 KR0566* NAVD 88     -      1221.320  (meters)    4006.95   (feet)  ADJUSTED  
 KR0566  ___________________________________________________________________
 KR0566  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 KR0566  DYNAMIC HT  -        1220.284 (meters)    4003.55  (feet)  COMP
 KR0566  MODELED GRAV-     979,736.3   (mgal)                       NAVD 88
 KR0566
 KR0566  VERT ORDER  -  FIRST     CLASS II
 KR0566
 KR0566.The horizontal coordinates were scaled from a topographic map and have
 KR0566.an estimated accuracy of +/- 6 seconds.
 KR0566
 KR0566.The orthometric height was determined by differential leveling
 KR0566.and adjusted by the National Geodetic Survey in June 1991..
 KR0566.WARNING-Repeat measurements at this control monument indicate possible
 KR0566.vertical movement.
 KR0566
 KR0566.The geoid height was determined by GEOID03.
 KR0566
 KR0566.The dynamic height is computed by dividing the NAVD 88
 KR0566.geopotential number by the normal gravity value computed on the
 KR0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0566.degrees latitude (g = 980.6199 gals.).
 KR0566
 KR0566.The modeled gravity was interpolated from observed gravity values.
 KR0566
 KR0566;                    North         East    Units  Estimated Accuracy
 KR0566;SPC NV W     - 4,534,570.      760,500.      MT  (+/- 180 meters Scaled)
 KR0566
 KR0566                          SUPERSEDED SURVEY CONTROL
 KR0566
 KR0566  NGVD 29 (??/??/92) 1220.378  (m)         4003.86   (f) ADJ UNCH    1 2
 KR0566
 KR0566.Superseded values are not recommended for survey control.
 KR0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0566.See file dsdata.txt to determine how the superseded data were derived.
 KR0566
 KR0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD245816(NAD 83)
 KR0566_MARKER: DB = BENCH MARK DISK
 KR0566_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KR0566+WITH SETTING: PAVEMENT
 KR0566_SP_SET: TANK FOUNDATION PIER
 KR0566_STAMPING: 4003.539
 KR0566_MARK LOGO: CGS   
 KR0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0566+STABILITY: SURFACE MOTION
 KR0566
 KR0566  HISTORY     - Date     Condition        Report By
 KR0566  HISTORY     - UNK      MONUMENTED       CGS
 KR0566  HISTORY     - 1967     GOOD             NGS
 KR0566  HISTORY     - 1986     GOOD             NGS
 KR0566
 KR0566                          STATION DESCRIPTION
 KR0566
 KR0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0566'0.3 MI E FROM HAZEN.
 KR0566'ABOUT 0.3 MILE EAST ALONG THE OVERLAND ROUTE OF THE SOUTHERN PACIFIC
 KR0566'COMPANY RAILROAD FROM THE RAILROAD TOOL HOUSE AT HAZEN, IN SECTION 27,
 KR0566'T 20 N, R 26 E, 136 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 KR0566'SET IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTHEAST ABANDONED
 KR0566'CONCRETE FOUNDATION FOR A WATER TANK, 5.3 FEET EAST OF THE SOUTHEAST
 KR0566'CORNER OF A SMALL METAL BUILDING, ABOUT 24 INCHES ABOVE THE LEVEL OF
 KR0566'THE GROUND, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS.
 KR0566
 KR0566                          STATION RECOVERY (1986)
 KR0566
 KR0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0019 ***********************************************************************
 KR0019  DESIGNATION -  4023
 KR0019  PID         -  KR0019
 KR0019  STATE/COUNTY-  NV/CHURCHILL
 KR0019  USGS QUAD   -  I X L CANYON (1980)
 KR0019
 KR0019                         *CURRENT SURVEY CONTROL
 KR0019  ___________________________________________________________________
 KR0019* NAD 83(1986)-  39 39 43.     (N)    118 11 04.     (W)     SCALED    
 KR0019* NAVD 88     -      1222.878  (meters)    4012.06   (feet)  ADJUSTED  
 KR0019  ___________________________________________________________________
 KR0019  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 KR0019  DYNAMIC HT  -        1221.841 (meters)    4008.66  (feet)  COMP
 KR0019  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 KR0019
 KR0019  VERT ORDER  -  FIRST     CLASS II
 KR0019
 KR0019.The horizontal coordinates were scaled from a topographic map and have
 KR0019.an estimated accuracy of +/- 6 seconds.
 KR0019
 KR0019.The orthometric height was determined by differential leveling
 KR0019.and adjusted by the National Geodetic Survey in June 1991..
 KR0019
 KR0019.The geoid height was determined by GEOID03.
 KR0019
 KR0019.The dynamic height is computed by dividing the NAVD 88
 KR0019.geopotential number by the normal gravity value computed on the
 KR0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0019.degrees latitude (g = 980.6199 gals.).
 KR0019
 KR0019.The modeled gravity was interpolated from observed gravity values.
 KR0019
 KR0019;                    North         East    Units  Estimated Accuracy
 KR0019;SPC NV W     - 4,545,160.      834,230.      MT  (+/- 180 meters Scaled)
 KR0019
 KR0019                          SUPERSEDED SURVEY CONTROL
 KR0019
 KR0019  NGVD 29 (??/??/92) 1221.916  (m)         4008.90   (f) ADJ UNCH    1 2
 KR0019
 KR0019.Superseded values are not recommended for survey control.
 KR0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0019.See file dsdata.txt to determine how the superseded data were derived.
 KR0019
 KR0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD983909(NAD 83)
 KR0019_MARKER: DD = SURVEY DISK
 KR0019_SETTING: 80 = SET IN A BOULDER
 KR0019_STAMPING: 4023 1908
 KR0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0019+STABILITY: SURFACE MOTION
 KR0019
 KR0019  HISTORY     - Date     Condition        Report By
 KR0019  HISTORY     - 1908     MONUMENTED       USGS
 KR0019  HISTORY     - 1955     GOOD             NGS
 KR0019
 KR0019                          STATION DESCRIPTION
 KR0019
 KR0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0019'35.4 MI N FROM FRENCHMAN STATION.
 KR0019'5.0 MILES EAST ALONG U. S. HIGHWAY 50 FROM FRENCHMAN STATION, THENCE
 KR0019'28.0 MILES NORTH ALONG A COUNTY GRADED ROAD LEADING TO DIXIE VALLEY,
 KR0019'THENCE 2.4 MILES SOUTHWEST ALONG A TRACK ROAD LEADING TO I X L CANYON,
 KR0019'NEAR THE MOUTH OF THE CANYON, IN THE TOP OF THE NORTHEAST END OF A 2-
 KR0019'BY 3-FOOT GRANITE BOULDER PROJECTING 0.2 FOOT ABOVE THE GROUND, 196
 KR0019'FEET SOUTH OF THE CENTER OF THE Y JUNCTION OF A TRACK ROAD LEADING
 KR0019'SOUTH, 189 1/2 FEET EAST OF THE EAST EDGE OF A 40-FOOT-WIDE FAULTED
 KR0019'AREA WITH A SCARP OF 11 FEET IN HEIGHT, 67 FEET EAST OF THE CENTER
 KR0019'LINE OF A TRACK ROAD SOUTH, 29 FEET SOUTH OF THE SOUTH BANK OF A WASH
 KR0019'COMING OUT OF I X L CANYON, 3.5 FEET SOUTH OF A WITNESS POST. NOTE--
 KR0019'SLANTING DISK.  ROD HELD OVER LETTERS LOG OF WORD GEOLOGICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0206 ***********************************************************************
 KR0206  DESIGNATION -  4038
 KR0206  PID         -  KR0206
 KR0206  STATE/COUNTY-  NV/CHURCHILL
 KR0206  USGS QUAD   -  LAHONTAN MTS (1985)
 KR0206
 KR0206                         *CURRENT SURVEY CONTROL
 KR0206  ___________________________________________________________________
 KR0206* NAD 83(1986)-  39 23 20.     (N)    118 32 28.     (W)     SCALED    
 KR0206* NAVD 88     -      1229.484  (meters)    4033.73   (feet)  ADJUSTED  
 KR0206  ___________________________________________________________________
 KR0206  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KR0206  DYNAMIC HT  -        1228.425 (meters)    4030.26  (feet)  COMP
 KR0206  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 KR0206
 KR0206  VERT ORDER  -  FIRST     CLASS II
 KR0206
 KR0206.The horizontal coordinates were scaled from a topographic map and have
 KR0206.an estimated accuracy of +/- 6 seconds.
 KR0206
 KR0206.The orthometric height was determined by differential leveling
 KR0206.and adjusted by the National Geodetic Survey in June 1991..
 KR0206.WARNING-Repeat measurements at this control monument indicate possible
 KR0206.vertical movement.
 KR0206
 KR0206.The geoid height was determined by GEOID03.
 KR0206
 KR0206.The dynamic height is computed by dividing the NAVD 88
 KR0206.geopotential number by the normal gravity value computed on the
 KR0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0206.degrees latitude (g = 980.6199 gals.).
 KR0206
 KR0206.The modeled gravity was interpolated from observed gravity values.
 KR0206
 KR0206;                    North         East    Units  Estimated Accuracy
 KR0206;SPC NV W     - 4,514,770.      803,640.      MT  (+/- 180 meters Scaled)
 KR0206
 KR0206                          SUPERSEDED SURVEY CONTROL
 KR0206
 KR0206  NGVD 29 (??/??/92) 1228.535  (m)         4030.62   (f) ADJ UNCH    1 2
 KR0206
 KR0206.Superseded values are not recommended for survey control.
 KR0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0206.See file dsdata.txt to determine how the superseded data were derived.
 KR0206
 KR0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD672610(NAD 83)
 KR0206_MARKER: P = PIPE CAP
 KR0206_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0206_SP_SET: SHALLOW-SET PIPE
 KR0206_STAMPING: 4038 1908
 KR0206_MARK LOGO: USGS  
 KR0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0206
 KR0206  HISTORY     - Date     Condition        Report By
 KR0206  HISTORY     - 1908     MONUMENTED       USGS
 KR0206  HISTORY     - 1967     GOOD             NGS
 KR0206  HISTORY     - 1986     GOOD             NGS
 KR0206
 KR0206                          STATION DESCRIPTION
 KR0206
 KR0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0206'4.6 MI NE FROM SALT WELLS.
 KR0206'ABOUT 2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE
 KR0206'STATION AT SALT WELLS, THENCE 2.4 MILES NORTH ALONG A DIRT ROAD, IN
 KR0206'SECTION 30, T 18 N, R 31 E, 100 YARDS NORTH OF THE CENTER OF THE
 KR0206'JUNCTION OF THE DIRT ROAD AND A ROAD WHICH LEADS NORTHEAST, 21 FEET
 KR0206'EAST OF THE NORTH-SOUTH DIRT ROAD, 168 FEET NORTHWEST OF THE CENTER
 KR0206'LINE OF THE ROAD LEADING NORTHEAST, 1.2 FEET NORTH OF A METAL WITNESS
 KR0206'POST, ABOUT LEVEL WITH THE ROAD, A U.S. GEOLOGICAL SURVEY DISK SET IN
 KR0206'THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES.  NOTE-- THE DISK
 KR0206'WAS SLANTING.
 KR0206
 KR0206                          STATION RECOVERY (1986)
 KR0206
 KR0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0206'RECOVERED IN GOOD CONDITION EXCEPT MARK IS A CAP RIVETED ON THE TOP OF
 KR0206'A 3 1/2-INCH IRON PIPE ENCASED IN CONCRETE PROJECTING 0.5 FOOT ABOVE
 KR0206'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0693 ***********************************************************************
 KR0693  DESIGNATION -  4099.0 SP
 KR0693  PID         -  KR0693
 KR0693  STATE/COUNTY-  NV/LYON
 KR0693  USGS QUAD   -  WADSWORTH (1985)
 KR0693
 KR0693                         *CURRENT SURVEY CONTROL
 KR0693  ___________________________________________________________________
 KR0693* NAD 83(1986)-  39 37 31.     (N)    119 16 11.     (W)     SCALED    
 KR0693* NAVD 88     -      1249.074  (meters)    4098.00   (feet)  ADJUSTED  
 KR0693  ___________________________________________________________________
 KR0693  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR0693  DYNAMIC HT  -        1247.994 (meters)    4094.46  (feet)  COMP
 KR0693  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 KR0693
 KR0693  VERT ORDER  -  FIRST     CLASS II
 KR0693
 KR0693.The horizontal coordinates were scaled from a topographic map and have
 KR0693.an estimated accuracy of +/- 6 seconds.
 KR0693
 KR0693.The orthometric height was determined by differential leveling
 KR0693.and adjusted by the National Geodetic Survey in June 1991..
 KR0693
 KR0693.The geoid height was determined by GEOID03.
 KR0693
 KR0693.The dynamic height is computed by dividing the NAVD 88
 KR0693.geopotential number by the normal gravity value computed on the
 KR0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0693.degrees latitude (g = 980.6199 gals.).
 KR0693
 KR0693.The modeled gravity was interpolated from observed gravity values.
 KR0693
 KR0693;                    North         East    Units  Estimated Accuracy
 KR0693;SPC NV W     - 4,541,240.      741,070.      MT  (+/- 180 meters Scaled)
 KR0693
 KR0693                          SUPERSEDED SURVEY CONTROL
 KR0693
 KR0693  NGVD 29 (??/??/92) 1248.10   (m)         4094.8    (f) COMPUTED    1 2
 KR0693
 KR0693.Superseded values are not recommended for survey control.
 KR0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0693.See file dsdata.txt to determine how the superseded data were derived.
 KR0693
 KR0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD051886(NAD 83)
 KR0693_MARKER: P = PIPE CAP
 KR0693_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0693_SP_SET: SHALLOW-SET PIPE
 KR0693_STAMPING: 4099.0 S.P.
 KR0693_MARK LOGO: USGS  
 KR0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0693
 KR0693  HISTORY     - Date     Condition        Report By
 KR0693  HISTORY     - UNK      MONUMENTED       USGS
 KR0693  HISTORY     - 1953     GOOD             NGS
 KR0693  HISTORY     - 1958     GOOD             NGS
 KR0693  HISTORY     - 1986     GOOD             NGS
 KR0693
 KR0693                          STATION DESCRIPTION
 KR0693
 KR0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0693'1.0 MI E FROM WADSWORTH.
 KR0693'1.0 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0693'STATION AT WADSWORTH, 1.5 MILES NORTHWEST OF FERNLEY, 226.2 FEET EAST
 KR0693'OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF A 4- BY
 KR0693'10-FOOT CONCRETE BOX CULVERT UNDER U. S. HIGHWAY 40, 159 FEET
 KR0693'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 115.6 FEET SOUTHWEST OF
 KR0693'THE SOUTHWEST RAIL, 93.6 FEET SOUTHWEST OF THE CENTER OF THE SOUTHWEST
 KR0693'END OF A 48-INCH CORRUGATED METAL PIPE CULVERT, 2.1 FEET EAST OF A
 KR0693'WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP OF
 KR0693'A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND AND
 KR0693'ENCASED IN CONCRETE.
 KR0693
 KR0693                          STATION RECOVERY (1958)
 KR0693
 KR0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KR0693'RECOVERED IN GOOD CONDITION.
 KR0693
 KR0693                          STATION RECOVERY (1986)
 KR0693
 KR0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0693'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.08 KM (1.30
 KR0693'MI) SOUTHEAST ALONG STATE HIGHWAY 427 FROM THE JUNCTION OF STATE
 KR0693'HIGHWAY 447 IN WADSWORTH, IN THE EAST CORNER OF A T-JUNCTION OF A DIRT
 KR0693'ROAD LEADING NORTHEAST, 48.4 METERS (159 FT) NORTHEAST OF THE
 KR0693'CENTERLINE OF THE HIGHWAY, 68.8 METERS (226 FT) EAST OF THE SOUTHEAST
 KR0693'END OF THE NORTHEAST HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, 35.2
 KR0693'METERS (115 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN
 KR0693'PACIFIC RAILROAD, 28.5 METERS (93.5 FT) SOUTHWEST OF THE CENTER OF THE
 KR0693'SOUTHWEST END OF A 4 FT METAL PIPE CULVERT UNDER THE RAILROAD.
 KR0693'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 KR0693'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0255 ***********************************************************************
 MU0255  DESIGNATION -  41
 MU0255  PID         -  MU0255
 MU0255  STATE/COUNTY-  NV/HUMBOLDT
 MU0255  USGS QUAD   -  GOLCONDA BUTTE (1983)
 MU0255
 MU0255                         *CURRENT SURVEY CONTROL
 MU0255  ___________________________________________________________________
 MU0255* NAD 83(1986)-  41 00 46.     (N)    117 37 25.     (W)     SCALED    
 MU0255* NAVD 88     -      1370.007  (meters)    4494.76   (feet)  ADJUSTED  
 MU0255  ___________________________________________________________________
 MU0255  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 MU0255  DYNAMIC HT  -        1368.978 (meters)    4491.39  (feet)  COMP
 MU0255  MODELED GRAV-     979,824.8   (mgal)                       NAVD 88
 MU0255
 MU0255  VERT ORDER  -  FIRST     CLASS II
 MU0255
 MU0255.The horizontal coordinates were scaled from a topographic map and have
 MU0255.an estimated accuracy of +/- 6 seconds.
 MU0255
 MU0255.The orthometric height was determined by differential leveling
 MU0255.and adjusted by the National Geodetic Survey in June 1991..
 MU0255
 MU0255.The geoid height was determined by GEOID03.
 MU0255
 MU0255.The dynamic height is computed by dividing the NAVD 88
 MU0255.geopotential number by the normal gravity value computed on the
 MU0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0255.degrees latitude (g = 980.6199 gals.).
 MU0255
 MU0255.The modeled gravity was interpolated from observed gravity values.
 MU0255
 MU0255;                    North         East    Units  Estimated Accuracy
 MU0255;SPC NV W     - 4,695,510.      880,720.      MT  (+/- 180 meters Scaled)
 MU0255
 MU0255                          SUPERSEDED SURVEY CONTROL
 MU0255
 MU0255  NGVD 29 (??/??/92) 1368.969  (m)         4491.36   (f) ADJ UNCH    1 2
 MU0255
 MU0255.Superseded values are not recommended for survey control.
 MU0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0255.See file dsdata.txt to determine how the superseded data were derived.
 MU0255
 MU0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF475403(NAD 83)
 MU0255_MARKER: DD = SURVEY DISK
 MU0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0255_STAMPING: BM I-001-3 (2) 41
 MU0255_MARK LOGO: NVDH  
 MU0255_PROJECTION: PROJECTING 6 CENTIMETERS
 MU0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0255+STABILITY: SURFACE MOTION
 MU0255
 MU0255  HISTORY     - Date     Condition        Report By
 MU0255  HISTORY     - UNK      MONUMENTED       NVDH
 MU0255  HISTORY     - 1958     GOOD             NGS
 MU0255  HISTORY     - 1984     GOOD             NGS
 MU0255
 MU0255                          STATION DESCRIPTION
 MU0255
 MU0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MU0255'6.0 MI NE FROM WINNEMUCCA.
 MU0255'6.0 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 MU0255'U.S. 40 AND BRIDGE STREET AT WINNEMUCCA, 287.0 FEET SOUTHEAST OF THE
 MU0255'CENTERLINE OF HIGHWAY, 187.0 FEET SOUTHEAST OF A FENCE LINE, 3.5 FEET
 MU0255'NORTHWEST OF A WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 2
 MU0255'INCHES ABOVE GROUND SURFACE.
 MU0255
 MU0255                          STATION RECOVERY (1984)
 MU0255
 MU0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0255'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.35 KM
 MU0255'(2.7 MI) NORTHEAST ALONG STATE HIGHWAY 289 FROM THE JUNCTION OF US
 MU0255'HIGHWAY 95 AT WINNEMUCCA, THENCE 6.8 KM (4.25 MI) NORTHEAST ALONG
 MU0255'INTERSTATE 80, 0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST 185, 44.9 METERS
 MU0255'(147.5 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE, 46.3 METERS
 MU0255'(152 FT) NORTHWEST OF THE RIGHT OF WAY FENCE AND 1.0 METER (3.5 FT)
 MU0255'NORTHWEST OF A STEEL POST.
 MU0255'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MU0255'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0584 ***********************************************************************
 MU0584  DESIGNATION -  41 BKC
 MU0584  PID         -  MU0584
 MU0584  STATE/COUNTY-  NV/ELKO
 MU0584  USGS QUAD   -  MC CLEARY WELLS (1973)
 MU0584
 MU0584                         *CURRENT SURVEY CONTROL
 MU0584  ___________________________________________________________________
 MU0584* NAD 83(1986)-  41 31 22.     (N)    116 47 57.     (W)     SCALED    
 MU0584* NAVD 88     -      1651.668  (meters)    5418.85   (feet)  POSTED    
 MU0584  ___________________________________________________________________
 MU0584  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 MU0584  DYNAMIC HT  -        1650.410 (meters)    5414.72  (feet)  COMP
 MU0584  MODELED GRAV-     979,803.5   (mgal)                       NAVD 88
 MU0584
 MU0584  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0584
 MU0584.The horizontal coordinates were scaled from a topographic map and have
 MU0584.an estimated accuracy of +/- 6 seconds.
 MU0584
 MU0584.The orthometric height was determined by differential leveling
 MU0584.and adjusted by the National Geodetic Survey in 1992..
 MU0584.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0584.rate of 0.0 thru 1.0 mm/km.
 MU0584
 MU0584.The geoid height was determined by GEOID03.
 MU0584
 MU0584.The dynamic height is computed by dividing the NAVD 88
 MU0584.geopotential number by the normal gravity value computed on the
 MU0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0584.degrees latitude (g = 980.6199 gals.).
 MU0584
 MU0584.The modeled gravity was interpolated from observed gravity values.
 MU0584
 MU0584;                    North         East    Units  Estimated Accuracy
 MU0584;SPC NV E     - 8,752,410.       98,530.      MT  (+/- 180 meters Scaled)
 MU0584
 MU0584                          SUPERSEDED SURVEY CONTROL
 MU0584
 MU0584.No superseded survey control is available for this station.
 MU0584
 MU0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF167968(NAD 83)
 MU0584_MARKER: DD = SURVEY DISK
 MU0584_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0584_SP_SET: COPPER-CLAD STEEL ROD
 MU0584_STAMPING: 41 BKC 1973 5415
 MU0584_MARK LOGO: USGS  
 MU0584_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0584+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0584
 MU0584  HISTORY     - Date     Condition        Report By
 MU0584  HISTORY     - 1973     MONUMENTED       USGS
 MU0584
 MU0584                          STATION DESCRIPTION
 MU0584
 MU0584'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0584'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0584'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0584'THENCE 9.3 MILES WEST ALONG ROAD, 15.2 MILES WEST OF WINTERS RANCH
 MU0584'-STONE HOUSE-, 76 FEET NORTH OF THE CENTERLINE OF THE ROAD, SET ON A
 MU0584'COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0584'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0459 ***********************************************************************
 JP0459  DESIGNATION -  41 DOR
 JP0459  PID         -  JP0459
 JP0459  STATE/COUNTY-  NV/LINCOLN
 JP0459  USGS QUAD   -  COYOTE SPRING (1971)
 JP0459
 JP0459                         *CURRENT SURVEY CONTROL
 JP0459  ___________________________________________________________________
 JP0459* NAD 83(1986)-  38 06 15.     (N)    114 50 06.     (W)     SCALED    
 JP0459* NAVD 88     -      1552.848  (meters)    5094.64   (feet)  ADJUSTED  
 JP0459  ___________________________________________________________________
 JP0459  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 JP0459  DYNAMIC HT  -        1551.187 (meters)    5089.19  (feet)  COMP
 JP0459  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 JP0459
 JP0459  VERT ORDER  -  SECOND    CLASS 0
 JP0459
 JP0459.The horizontal coordinates were scaled from a topographic map and have
 JP0459.an estimated accuracy of +/- 6 seconds.
 JP0459
 JP0459.The orthometric height was determined by differential leveling
 JP0459.and adjusted by the National Geodetic Survey in June 1991..
 JP0459
 JP0459.The geoid height was determined by GEOID03.
 JP0459
 JP0459.The dynamic height is computed by dividing the NAVD 88
 JP0459.geopotential number by the normal gravity value computed on the
 JP0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0459.degrees latitude (g = 980.6199 gals.).
 JP0459
 JP0459.The modeled gravity was interpolated from observed gravity values.
 JP0459
 JP0459;                    North         East    Units  Estimated Accuracy
 JP0459;SPC NV E     - 8,372,430.      265,630.      MT  (+/- 180 meters Scaled)
 JP0459
 JP0459                          SUPERSEDED SURVEY CONTROL
 JP0459
 JP0459.No superseded survey control is available for this station.
 JP0459
 JP0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC898195(NAD 83)
 JP0459_MARKER: DD = SURVEY DISK
 JP0459_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0459_SP_SET: COPPER-CLAD STEEL ROD
 JP0459_STAMPING: 41 DOR 1968 5091
 JP0459_MARK LOGO: USGS  
 JP0459_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0459+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0459
 JP0459  HISTORY     - Date     Condition        Report By
 JP0459  HISTORY     - 1968     MONUMENTED       USGS
 JP0459
 JP0459                          STATION DESCRIPTION
 JP0459
 JP0459'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0459'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0459'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 15.9 MILES
 JP0459'WEST, 45 FEET NORTH OF THE ROAD, 2 FEET SOUTH OF A WITNESS SIGN, SET
 JP0459'ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0606 ***********************************************************************
 JP0606  DESIGNATION -  41 DOR
 JP0606  PID         -  JP0606
 JP0606  STATE/COUNTY-  NV/LINCOLN
 JP0606  USGS QUAD   -  PARKER STATION (1969)
 JP0606
 JP0606                         *CURRENT SURVEY CONTROL
 JP0606  ___________________________________________________________________
 JP0606* NAD 83(1986)-  38 38 30.     (N)    114 48 03.     (W)     SCALED    
 JP0606* NAVD 88     -      1964.560  (meters)    6445.39   (feet)  ADJUSTED  
 JP0606  ___________________________________________________________________
 JP0606  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 JP0606  DYNAMIC HT  -        1962.375 (meters)    6438.23  (feet)  COMP
 JP0606  MODELED GRAV-     979,445.8   (mgal)                       NAVD 88
 JP0606
 JP0606  VERT ORDER  -  SECOND    CLASS 0
 JP0606
 JP0606.The horizontal coordinates were scaled from a topographic map and have
 JP0606.an estimated accuracy of +/- 6 seconds.
 JP0606
 JP0606.The orthometric height was determined by differential leveling
 JP0606.and adjusted by the National Geodetic Survey in August 1995..
 JP0606
 JP0606.The geoid height was determined by GEOID03.
 JP0606
 JP0606.The dynamic height is computed by dividing the NAVD 88
 JP0606.geopotential number by the normal gravity value computed on the
 JP0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0606.degrees latitude (g = 980.6199 gals.).
 JP0606
 JP0606.The modeled gravity was interpolated from observed gravity values.
 JP0606
 JP0606;                    North         East    Units  Estimated Accuracy
 JP0606;SPC NV E     - 8,432,110.      268,120.      MT  (+/- 180 meters Scaled)
 JP0606
 JP0606                          SUPERSEDED SURVEY CONTROL
 JP0606
 JP0606.No superseded survey control is available for this station.
 JP0606
 JP0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC913793(NAD 83)
 JP0606_MARKER: DD = SURVEY DISK
 JP0606_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0606_SP_SET: COPPER-CLAD STEEL ROD
 JP0606_STAMPING: 41 DOR 1973 6441
 JP0606_MARK LOGO: USGS  
 JP0606_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0606
 JP0606  HISTORY     - Date     Condition        Report By
 JP0606  HISTORY     - 1973     MONUMENTED       USGS
 JP0606
 JP0606                          STATION DESCRIPTION
 JP0606
 JP0606'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0606'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0606'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 39.8 MILES
 JP0606'SOUTH TO A ROAD CROSSING, THENCE 1.0 MILE EAST AND SOUTH, 0.4 MILE
 JP0606'SOUTHEAST OF A LARGE CAVE, ABOUT 300 FEET SOUTHEAST OF A TURN SOUTH,
 JP0606'ABOUT 300 FEET NORTHWEST OF AN OLD HOUSE, 58 FEET NORTHEAST OF AND
 JP0606'3.5 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 6 FEET SOUTH OF A
 JP0606'MINING CLAIM MONUMENT,  A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0606'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0570 ***********************************************************************
 MU0570  DESIGNATION -  41 FMK
 MU0570  PID         -  MU0570
 MU0570  STATE/COUNTY-  NV/ELKO
 MU0570  USGS QUAD   -  SILVER LAKE (1977)
 MU0570
 MU0570                         *CURRENT SURVEY CONTROL
 MU0570  ___________________________________________________________________
 MU0570* NAD 83(1986)-  41 38 35.     (N)    116 38 06.     (W)     SCALED    
 MU0570* NAVD 88     -      1622.502  (meters)    5323.16   (feet)  POSTED    
 MU0570  ___________________________________________________________________
 MU0570  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 MU0570  DYNAMIC HT  -        1621.290 (meters)    5319.18  (feet)  COMP
 MU0570  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 MU0570
 MU0570  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0570
 MU0570.The horizontal coordinates were scaled from a topographic map and have
 MU0570.an estimated accuracy of +/- 6 seconds.
 MU0570
 MU0570.The orthometric height was determined by differential leveling
 MU0570.and adjusted by the National Geodetic Survey in 1992..
 MU0570.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0570.rate of 1.1 thru 2.0 mm/km.
 MU0570
 MU0570.The geoid height was determined by GEOID03.
 MU0570
 MU0570.The dynamic height is computed by dividing the NAVD 88
 MU0570.geopotential number by the normal gravity value computed on the
 MU0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0570.degrees latitude (g = 980.6199 gals.).
 MU0570
 MU0570.The modeled gravity was interpolated from observed gravity values.
 MU0570
 MU0570;                    North         East    Units  Estimated Accuracy
 MU0570;SPC NV E     - 8,765,590.      112,390.      MT  (+/- 180 meters Scaled)
 MU0570
 MU0570                          SUPERSEDED SURVEY CONTROL
 MU0570
 MU0570  NGVD 29 (??/??/92) 1621.38   (m)         5319.5    (f) COMPUTED    2 0
 MU0570
 MU0570.Superseded values are not recommended for survey control.
 MU0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0570.See file dsdata.txt to determine how the superseded data were derived.
 MU0570
 MU0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG303102(NAD 83)
 MU0570_MARKER: DD = SURVEY DISK
 MU0570_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0570_SP_SET: COPPER-CLAD STEEL ROD
 MU0570_STAMPING: 41 FMK 1973 5320
 MU0570_MARK LOGO: USGS  
 MU0570_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0570+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0570
 MU0570  HISTORY     - Date     Condition        Report By
 MU0570  HISTORY     - 1973     MONUMENTED       USGS
 MU0570
 MU0570                          STATION DESCRIPTION
 MU0570
 MU0570'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0570'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0570'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0570'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0570'ALONG ROAD, THENCE 8.1 MILES NORTH-NORTHEAST ALONG TRACK ROAD, 7.8
 MU0570'MILES SOUTH AND 0.8 MILES WEST OF DESERT RANCH, TO A T-ROAD, 10 FEET
 MU0570'SOUTH AND 39 FEET EAST OF THE T-ROAD, 1 FOOT WEST OF A WITNESS POST,
 MU0570'A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0570'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0404 ***********************************************************************
 NW0404  DESIGNATION -  41 HEI
 NW0404  PID         -  NW0404
 NW0404  STATE/COUNTY-  NV/HUMBOLDT
 NW0404  USGS QUAD   -  OREGON BUTTE (1982)
 NW0404
 NW0404                         *CURRENT SURVEY CONTROL
 NW0404  ___________________________________________________________________
 NW0404* NAD 83(1986)-  42 01 19.     (N)    117 16 41.     (W)     SCALED    
 NW0404* NAVD 88     -      1787.972  (meters)    5866.04   (feet)  POSTED    
 NW0404  ___________________________________________________________________
 NW0404  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 NW0404  DYNAMIC HT  -        1786.650 (meters)    5861.70  (feet)  COMP
 NW0404  MODELED GRAV-     979,821.2   (mgal)                       NAVD 88
 NW0404
 NW0404  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0404
 NW0404.The horizontal coordinates were scaled from a topographic map and have
 NW0404.an estimated accuracy of +/- 6 seconds.
 NW0404
 NW0404.The orthometric height was determined by differential leveling
 NW0404.and adjusted by the National Geodetic Survey in 1992..
 NW0404.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0404.rate of 0.0 thru 1.0 mm/km.
 NW0404
 NW0404.The geoid height was determined by GEOID03.
 NW0404
 NW0404.The dynamic height is computed by dividing the NAVD 88
 NW0404.geopotential number by the normal gravity value computed on the
 NW0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0404.degrees latitude (g = 980.6199 gals.).
 NW0404
 NW0404.The modeled gravity was interpolated from observed gravity values.
 NW0404
 NW0404;                    North         East    Units  Estimated Accuracy
 NW0404;SPC NV W     - 4,807,960.      908,100.      MT  (+/- 180 meters Scaled)
 NW0404
 NW0404                          SUPERSEDED SURVEY CONTROL
 NW0404
 NW0404.No superseded survey control is available for this station.
 NW0404
 NW0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG769522(NAD 83)
 NW0404_MARKER: DD = SURVEY DISK
 NW0404_SETTING: 66 = SET IN ROCK OUTCROP
 NW0404_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0404_STAMPING: 41 HEI 1974 5862
 NW0404_MARK LOGO: USGS  
 NW0404_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0404+STABILITY: POSITION/ELEVATION WELL
 NW0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0404+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NW0404
 NW0404  HISTORY     - Date     Condition        Report By
 NW0404  HISTORY     - 1974     MONUMENTED       USGS
 NW0404
 NW0404                          STATION DESCRIPTION
 NW0404
 NW0404'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0404'FROM GREELY CROSSING, NEVADA, PROCEED 22.8 MILES NORTH ALONG ROAD TO
 NW0404'CROSSROADS, THENCE 5.8 MILES NORTHEAST ALONG RIGHT FORK AND GENERALLY
 NW0404'NORTH, 52 FEET EAST AND 3 FEET LOWER THAN THE CENTERLINE OF THE ROAD,
 NW0404'SET IN ROCK OUTCROP PROJECTING ABOUT 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0517 ***********************************************************************
 LS0517  DESIGNATION -  41 HJH
 LS0517  PID         -  LS0517
 LS0517  STATE/COUNTY-  NV/WASHOE
 LS0517  USGS QUAD   -  PURGATORY PEAK (1990)
 LS0517
 LS0517                         *CURRENT SURVEY CONTROL
 LS0517  ___________________________________________________________________
 LS0517* NAD 83(1986)-  40 20 09.     (N)    119 20 28.     (W)     SCALED    
 LS0517* NAVD 88     -      1272.411  (meters)    4174.57   (feet)  ADJUSTED  
 LS0517  ___________________________________________________________________
 LS0517  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 LS0517  DYNAMIC HT  -        1271.415 (meters)    4171.30  (feet)  COMP
 LS0517  MODELED GRAV-     979,797.9   (mgal)                       NAVD 88
 LS0517
 LS0517  VERT ORDER  -  SECOND    CLASS 0
 LS0517
 LS0517.The horizontal coordinates were scaled from a topographic map and have
 LS0517.an estimated accuracy of +/- 6 seconds.
 LS0517
 LS0517.The orthometric height was determined by differential leveling
 LS0517.and adjusted by the National Geodetic Survey in June 1991..
 LS0517
 LS0517.The geoid height was determined by GEOID03.
 LS0517
 LS0517.The dynamic height is computed by dividing the NAVD 88
 LS0517.geopotential number by the normal gravity value computed on the
 LS0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0517.degrees latitude (g = 980.6199 gals.).
 LS0517
 LS0517.The modeled gravity was interpolated from observed gravity values.
 LS0517
 LS0517;                    North         East    Units  Estimated Accuracy
 LS0517;SPC NV W     - 4,620,180.      735,620.      MT  (+/- 180 meters Scaled)
 LS0517
 LS0517                          SUPERSEDED SURVEY CONTROL
 LS0517
 LS0517  NGVD 29 (??/??/92) 1271.426  (m)         4171.34   (f) ADJ UNCH    2 0
 LS0517
 LS0517.Superseded values are not recommended for survey control.
 LS0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0517.See file dsdata.txt to determine how the superseded data were derived.
 LS0517
 LS0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE011676(NAD 83)
 LS0517_MARKER: DB = BENCH MARK DISK
 LS0517_SETTING: 66 = SET IN ROCK OUTCROP
 LS0517_SP_SET: ROCK LEDGE OUTCROP
 LS0517_STAMPING: 41 HJH 1962 4171
 LS0517_MARK LOGO: USGS  
 LS0517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LS0517+STABILITY: POSITION/ELEVATION WELL
 LS0517
 LS0517  HISTORY     - Date     Condition        Report By
 LS0517  HISTORY     - 1962     MONUMENTED       USGS
 LS0517
 LS0517                          STATION DESCRIPTION
 LS0517
 LS0517'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0517'36.5 KM (22.70 MI) SOUTH FROM GERLACH.
 LS0517'22.7 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34 OPPOSITE A ROCK -
 LS0517'RIMMED HILL OR BLUFF, IN A ROCK LEDGE OUTCROP, 105 EAST OF THE
 LS0517'HIGHWAY CENTERLINE, IN A DRILL HOLE.
 LS0517'THE MARK IS 3.0 FT  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0554 ***********************************************************************
 KQ0554  DESIGNATION -  41 JRH
 KQ0554  PID         -  KQ0554
 KQ0554  STATE/COUNTY-  NV/EUREKA
 KQ0554  USGS QUAD   -  COCKALORUM SPRING (1990)
 KQ0554
 KQ0554                         *CURRENT SURVEY CONTROL
 KQ0554  ___________________________________________________________________
 KQ0554* NAD 83(1994)-  39 11 11.90105(N)    116 08 23.58637(W)     ADJUSTED  
 KQ0554* NAVD 88     -      2150.39   (+/-2cm)    7055.1    (feet)  VERTCON   
 KQ0554  ___________________________________________________________________
 KQ0554  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 KQ0554  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 KQ0554
 KQ0554  HORZ ORDER  -  THIRD
 KQ0554  VERT ORDER  -  THIRD ? (See Below)
 KQ0554
 KQ0554.The horizontal coordinates were established by classical geodetic methods
 KQ0554.and adjusted by the National Geodetic Survey in June 1998..
 KQ0554
 KQ0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0554.The vertical order pertains to the NGVD 29 superseded value.
 KQ0554
 KQ0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0554
 KQ0554.The geoid height was determined by GEOID03.
 KQ0554
 KQ0554;                    North         East     Units Scale Factor Converg.
 KQ0554;SPC NV E     - 8,492,464.141   151,919.493   MT  0.99992845   -0 21 06.0
 KQ0554;SPC NV E     -27,862,359.44    498,422.54   sFT  0.99992845   -0 21 06.0
 KQ0554;UTM  11      - 4,337,840.777   574,283.362   MT  0.99966794   +0 32 36.6
 KQ0554
 KQ0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0554!SPC NV E     -   0.99966608  x   0.99992845  =   0.99959456
 KQ0554!UTM  11      -   0.99966608  x   0.99966794  =   0.99933413
 KQ0554
 KQ0554                          SUPERSEDED SURVEY CONTROL
 KQ0554
 KQ0554  NAD 83(1986)-  39 11 11.89951(N)    116 08 23.58596(W) AD(       ) 3
 KQ0554  NGVD 29 (04/13/94) 2149.05   (m)         7050.7    (f) LEVELING    3  
 KQ0554
 KQ0554.Superseded values are not recommended for survey control.
 KQ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0554.See file dsdata.txt to determine how the superseded data were derived.
 KQ0554
 KQ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND7428337841(NAD 83)
 KQ0554_MARKER: DB = BENCH MARK DISK
 KQ0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0554
 KQ0554  HISTORY     - Date     Condition        Report By
 KQ0554  HISTORY     - 1954     MONUMENTED       USGS
 KQ0554
 KQ0554                          STATION DESCRIPTION
 KQ0554
 KQ0554'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KQ0554'DESCRIBED IN 1954 LEVEL LINE BY USGS (PV 240A) AS FOLLOWS.
 KQ0554'
 KQ0554'3C RANCH, 10.9 MI. S. OF WHERE RD. CROSSES MAIN DIVIDE, ON TOP OF
 KQ0554'RIDGE, 63 FT. W. OF CENTER OF RD., IN CONCRETE POST 3-IN. ABOVE
 KQ0554'GROUND, STANDARD TABLET STAMPED----41 JRH 7050 1954---.
 KQ0554'
 KQ0554'NOTE BY USGS, 1955 STATION WAS FOUND AS DESCRIBED.
 KQ0554'
 KQ0554'LOCATED ABOUT 32.0 MI. NW. OF DUCKWATER, 26.0 MI. SE. OF EUREKA AND
 KQ0554'63 FT. W. OF CENTER OF RD.
 KQ0554'
 KQ0554'STATION MARK STANDARD BENCH MARK TABLET STAMPED----41 JRH 7050
 KQ0554'1954----SET IN CONCRETE POST 5 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0495 ***********************************************************************
 MV0495  DESIGNATION -  41 LRC
 MV0495  PID         -  MV0495
 MV0495  STATE/COUNTY-  NV/HUMBOLDT
 MV0495  USGS QUAD   -  PIDGEON SPRING SW (1980)
 MV0495
 MV0495                         *CURRENT SURVEY CONTROL
 MV0495  ___________________________________________________________________
 MV0495* NAD 83(1986)-  41 02 58.     (N)    118 54 16.     (W)     SCALED    
 MV0495* NAVD 88     -      1207.472  (meters)    3961.51   (feet)  ADJUSTED  
 MV0495  ___________________________________________________________________
 MV0495  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 MV0495  DYNAMIC HT  -        1206.614 (meters)    3958.70  (feet)  COMP
 MV0495  MODELED GRAV-     979,872.3   (mgal)                       NAVD 88
 MV0495
 MV0495  VERT ORDER  -  SECOND    CLASS 0
 MV0495
 MV0495.The horizontal coordinates were scaled from a topographic map and have
 MV0495.an estimated accuracy of +/- 6 seconds.
 MV0495
 MV0495.The orthometric height was determined by differential leveling
 MV0495.and adjusted by the National Geodetic Survey in June 1991..
 MV0495
 MV0495.The geoid height was determined by GEOID03.
 MV0495
 MV0495.The dynamic height is computed by dividing the NAVD 88
 MV0495.geopotential number by the normal gravity value computed on the
 MV0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0495.degrees latitude (g = 980.6199 gals.).
 MV0495
 MV0495.The modeled gravity was interpolated from observed gravity values.
 MV0495
 MV0495;                    North         East    Units  Estimated Accuracy
 MV0495;SPC NV W     - 4,699,190.      773,010.      MT  (+/- 180 meters Scaled)
 MV0495
 MV0495                          SUPERSEDED SURVEY CONTROL
 MV0495
 MV0495.No superseded survey control is available for this station.
 MV0495
 MV0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF399459(NAD 83)
 MV0495_MARKER: DD = SURVEY DISK
 MV0495_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MV0495_SP_SET: PREFAB CONC. POST IN EARTH
 MV0495_STAMPING: 41 LRC 1972 3958
 MV0495_MARK LOGO: USGS  
 MV0495_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MV0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0495+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0495
 MV0495  HISTORY     - Date     Condition        Report By
 MV0495  HISTORY     - 1972     MONUMENTED       USGS
 MV0495
 MV0495                          STATION DESCRIPTION
 MV0495
 MV0495'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0495'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0495'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0495'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0495'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 6.7 MILES NORTH
 MV0495'ALONG TRACK ROAD TO A DRAIN CROSSING, 19.9 MILES SOUTH OF PAHUTE
 MV0495'MEADOW RANCH, 6.3 MILES NORTH OF BLACK ROCK POINT, ABOUT 58 FEET
 MV0495'NORTHWEST OF A DRAIN CROSSING AND 56 FEET EAST OF A BEND IN THE DRAIN
 MV0495'AND 38 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, 2 FEET EAST OF A
 MV0495'WITNESS POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0958 ***********************************************************************
 LR0958  DESIGNATION -  41 O
 LR0958  PID         -  LR0958
 LR0958  STATE/COUNTY-  NV/LANDER
 LR0958  USGS QUAD   -  SHEEP CREEK RANGE NW (1965)
 LR0958
 LR0958                         *CURRENT SURVEY CONTROL
 LR0958  ___________________________________________________________________
 LR0958* NAD 83(1986)-  40 56 44.     (N)    116 44 20.     (W)     SCALED    
 LR0958* NAVD 88     -      1491.877  (meters)    4894.60   (feet)  POSTED    
 LR0958  ___________________________________________________________________
 LR0958  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 LR0958  DYNAMIC HT  -        1490.710 (meters)    4890.77  (feet)  COMP
 LR0958  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 LR0958
 LR0958  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0958
 LR0958.The horizontal coordinates were scaled from a topographic map and have
 LR0958.an estimated accuracy of +/- 6 seconds.
 LR0958
 LR0958.The orthometric height was determined by differential leveling
 LR0958.and adjusted by the National Geodetic Survey in 1992..
 LR0958.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0958.rate of 0.0 thru 1.0 mm/km.
 LR0958
 LR0958.The geoid height was determined by GEOID03.
 LR0958
 LR0958.The dynamic height is computed by dividing the NAVD 88
 LR0958.geopotential number by the normal gravity value computed on the
 LR0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0958.degrees latitude (g = 980.6199 gals.).
 LR0958
 LR0958.The modeled gravity was interpolated from observed gravity values.
 LR0958
 LR0958;                    North         East    Units  Estimated Accuracy
 LR0958;SPC NV C     - 6,687,600.      493,920.      MT  (+/- 180 meters Scaled)
 LR0958
 LR0958                          SUPERSEDED SURVEY CONTROL
 LR0958
 LR0958.No superseded survey control is available for this station.
 LR0958
 LR0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF219327(NAD 83)
 LR0958_MARKER: DD = SURVEY DISK
 LR0958_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LR0958_SP_SET: PREFAB CONC. POST IN EARTH
 LR0958_STAMPING: 41 O 1963
 LR0958_MARK LOGO: USGS  
 LR0958_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0958+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0958
 LR0958  HISTORY     - Date     Condition        Report By
 LR0958  HISTORY     - 1963     MONUMENTED       USGS
 LR0958
 LR0958                          STATION DESCRIPTION
 LR0958
 LR0958'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0958'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0958'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 LR0958'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 LR0958'NORTHEAST ALONG ROAD, THENCE 6.2 MILES EAST ALONG ROAD, 6.1 MILES EAST
 LR0958'OF THE NORTHEAST TOWNSHIP CORNER R45E T35N, OVER FIRST RISE BEYOND
 LR0958'LONG TANGENT OF THE ROAD IN A VALLEY, 43 FEET EAST OF THE CENTERLINE
 LR0958'OF THE ROAD, 7 FEET WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0680 ***********************************************************************
 GS0680  DESIGNATION -  41 TJS
 GS0680  PID         -  GS0680
 GS0680  STATE/COUNTY-  NV/NYE
 GS0680  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0680
 GS0680                         *CURRENT SURVEY CONTROL
 GS0680  ___________________________________________________________________
 GS0680* NAD 83(1986)-  36 51 22.     (N)    116 28 01.     (W)     SCALED    
 GS0680* NAVD 88     -      1479.281  (meters)    4853.27   (feet)  ADJUSTED  
 GS0680  ___________________________________________________________________
 GS0680  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 GS0680  DYNAMIC HT  -        1477.599 (meters)    4847.76  (feet)  COMP
 GS0680  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 GS0680
 GS0680  VERT ORDER  -  FIRST     CLASS I
 GS0680
 GS0680.The horizontal coordinates were scaled from a topographic map and have
 GS0680.an estimated accuracy of +/- 6 seconds.
 GS0680
 GS0680.The orthometric height was determined by differential leveling
 GS0680.and adjusted by the National Geodetic Survey in May 2004..
 GS0680
 GS0680.The geoid height was determined by GEOID03.
 GS0680
 GS0680.The dynamic height is computed by dividing the NAVD 88
 GS0680.geopotential number by the normal gravity value computed on the
 GS0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0680.degrees latitude (g = 980.6199 gals.).
 GS0680
 GS0680.The modeled gravity was interpolated from observed gravity values.
 GS0680
 GS0680;                    North         East    Units  Estimated Accuracy
 GS0680;SPC NV C     - 6,233,680.      517,810.      MT  (+/- 180 meters Scaled)
 GS0680
 GS0680                          SUPERSEDED SURVEY CONTROL
 GS0680
 GS0680  NAVD 88 (??/??/92) 1479.293  (m)         4853.31   (f) UNKNOWN     3 0
 GS0680  NGVD 29 (05/01/91) 1478.347  (m)         4850.21   (f) ADJUSTED    1 1
 GS0680
 GS0680.Superseded values are not recommended for survey control.
 GS0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0680.See file dsdata.txt to determine how the superseded data were derived.
 GS0680
 GS0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA475790(NAD 83)
 GS0680_MARKER: DB = BENCH MARK DISK
 GS0680_SETTING: 66 = SET IN ROCK OUTCROP
 GS0680_SP_SET: BEDROCK
 GS0680_STAMPING: 41 TJS 1983
 GS0680_MARK LOGO: USGS  
 GS0680_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0680+STABILITY: POSITION/ELEVATION WELL
 GS0680
 GS0680  HISTORY     - Date     Condition        Report By
 GS0680  HISTORY     - 1983     MONUMENTED       USGS
 GS0680  HISTORY     - 1986     GOOD             USGS
 GS0680  HISTORY     - 1988     GOOD             USGS
 GS0680  HISTORY     - 19910402 GOOD             USGS
 GS0680  HISTORY     - 19930127 GOOD             USGS
 GS0680  HISTORY     - 19950207 GOOD             USGS
 GS0680
 GS0680                          STATION DESCRIPTION
 GS0680
 GS0680'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0680'62.0 KM (38.55 MI) NW FROM MERCURY.
 GS0680'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0680'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0680'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0680'INTERSECTION OF ROADS F AND H (1.3 MILES NORTHWEST OF THE GUARD
 GS0680'STATION), TURN WEST ONTO ROAD H AND PROCEED 7.9 MILES TO THE WEST
 GS0680'EDGEOF FORTYMILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED 1.95
 GS0680'MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 4.85
 GS0680'MILES TO AN INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN NORTH
 GS0680'ALONG THE TOP OF THE RIDGE 1.25 MILES, 113 FEET WEST OF THE
 GS0680'CENTERLINEOF THE ROAD.
 GS0680'THE MARK IS 3 FT  S FROM  ROCK CAIRN
 GS0680
 GS0680                          STATION RECOVERY (1986)
 GS0680
 GS0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0680'RECOVERED IN GOOD CONDITION.
 GS0680
 GS0680                          STATION RECOVERY (1988)
 GS0680
 GS0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0680'RECOVERED IN GOOD CONDITION.
 GS0680
 GS0680                          STATION RECOVERY (1991)
 GS0680
 GS0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0680'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0680'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0680'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0680'INTERSECTION OF ROADS F AND H (1.3 MILES NORTHWEST OF THE GUARD
 GS0680'STATION), TURN WEST ONTO ROAD H AND PROCEED 7.9 MILES TO THE WEST
 GS0680'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED
 GS0680'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0680'4.85 MILES TO AN INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN
 GS0680'NORTH ALONG THE TOP OF THE RIDGE 1.25 MILES, 113 FEET WEST OF THE
 GS0680'CENTERLINE OF THE ROAD.
 GS0680
 GS0680                          STATION RECOVERY (1993)
 GS0680
 GS0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0680'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0680'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0680'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES
 GS0680'(36.4 KM) TO THE INTERSECTION OF ROADS F AND H (1.3 MI (2.1 KM)
 GS0680'NORTHWEST OF THE GUARD STATION), TURN WEST ONTO ROAD H AND PROCEED 7.9
 GS0680'MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH, TURN SOUTH ONTO
 GS0680'A GRAVEL ROAD AND PROCEED 1.95 MILES (3.14 KM) TO A BEND AT THE
 GS0680'BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 4.85 MILES (7.81 KM) TO AN
 GS0680'INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN NORTH ALONG THE TOP
 GS0680'OF THE RIDGE 1.25 MILES (2.01 KM), 113 FEET (34.4 M) WEST OF THE
 GS0680'CENTERLINE OF THE ROAD.
 GS0680
 GS0680                          STATION RECOVERY (1995)
 GS0680
 GS0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0680'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0581 ***********************************************************************
 KR0581  DESIGNATION -  4127.885 RESET
 KR0581  PID         -  KR0581
 KR0581  STATE/COUNTY-  NV/LYON
 KR0581  USGS QUAD   -  FERNLEY EAST (1985)
 KR0581
 KR0581                         *CURRENT SURVEY CONTROL
 KR0581  ___________________________________________________________________
 KR0581* NAD 83(1986)-  39 36 14.     (N)    119 13 18.     (W)     SCALED    
 KR0581* NAVD 88     -      1259.045  (meters)    4130.72   (feet)  ADJUSTED  
 KR0581  ___________________________________________________________________
 KR0581  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 KR0581  DYNAMIC HT  -        1257.957 (meters)    4127.15  (feet)  COMP
 KR0581  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 KR0581
 KR0581  VERT ORDER  -  FIRST     CLASS II
 KR0581
 KR0581.The horizontal coordinates were scaled from a topographic map and have
 KR0581.an estimated accuracy of +/- 6 seconds.
 KR0581
 KR0581.The orthometric height was determined by differential leveling
 KR0581.and adjusted by the National Geodetic Survey in June 1991..
 KR0581.WARNING-Repeat measurements at this control monument indicate possible
 KR0581.vertical movement.
 KR0581
 KR0581.The geoid height was determined by GEOID03.
 KR0581
 KR0581.The dynamic height is computed by dividing the NAVD 88
 KR0581.geopotential number by the normal gravity value computed on the
 KR0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0581.degrees latitude (g = 980.6199 gals.).
 KR0581
 KR0581.The modeled gravity was interpolated from observed gravity values.
 KR0581
 KR0581;                    North         East    Units  Estimated Accuracy
 KR0581;SPC NV W     - 4,538,830.      745,180.      MT  (+/- 180 meters Scaled)
 KR0581
 KR0581                          SUPERSEDED SURVEY CONTROL
 KR0581
 KR0581  NGVD 29 (??/??/92) 1258.287  (m)         4128.23   (f) ADJ UNCH    1 2
 KR0581
 KR0581.Superseded values are not recommended for survey control.
 KR0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0581.See file dsdata.txt to determine how the superseded data were derived.
 KR0581
 KR0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD092861(NAD 83)
 KR0581_MARKER: DB = BENCH MARK DISK
 KR0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0581_SP_SET: CONCRETE POST
 KR0581_STAMPING: 4127.885
 KR0581_MARK LOGO: CGS   
 KR0581_PROJECTION: FLUSH
 KR0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0581+STABILITY: SURFACE MOTION
 KR0581
 KR0581  HISTORY     - Date     Condition        Report By
 KR0581  HISTORY     - UNK      MONUMENTED       CGS
 KR0581  HISTORY     - 1953     GOOD             NGS
 KR0581  HISTORY     - 1986     GOOD             NGS
 KR0581
 KR0581                          STATION DESCRIPTION
 KR0581
 KR0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0581'1.7 MI E FROM FERNLEY.
 KR0581'1.7 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0581'STATION AT FERNLEY, ABOUT 0.3 MILE EAST OF A U. S. HIGHWAY 40 BRIDGE
 KR0581'OVER THE RAILROAD, 94.4 FEET NORTH OF THE NORTH RAIL, 70 FEET
 KR0581'NORTHWEST OF THE 8TH. POLE NORTHWEST OF MILEPOLE 278, 3.4 FEET SOUTH
 KR0581'OF A FENCE, 1.3 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 KR0581'THE TRACK, AND SET IN THE TOP OF A SANDSTONE POST PROJECTING 0.2 FOOT
 KR0581'ABOVE THE GROUND.
 KR0581
 KR0581                          STATION RECOVERY (1986)
 KR0581
 KR0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0581'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.40 KM (0.25
 KR0581'MI) NORTH ALONG US ALTERNATE HIGHWAY 95 AND US ALTERNATE HIGHWAY 50
 KR0581'FROM THE POST OFFICE IN FERNLEY, THENCE 1.9 KM (1.2 MI) EAST ALONG US
 KR0581'ALTERNATE HIGHWAY 50 TO A DIRT ROAD LEADING NORTHEAST ALONG THE
 KR0581'SOUTHERN PACIFIC RAILROAD, THENCE 0.72 KM ( 0.45 MI) NORTHEAST ALONG
 KR0581'THE DIRT ROAD, 28.7 METERS (94 FT) NORTH OF THE NORTH RAIL, 1.2 METERS
 KR0581'(4.0 FT) SOUTH OF A FENCE.  NOTE--THE DISK IS NOT STAMPED RESET.
 KR0581'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KR0581'THE MARK IS 0.6 M BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0796 ***********************************************************************
 JR0796  DESIGNATION -  4131
 JR0796  PID         -  JR0796
 JR0796  STATE/COUNTY-  NV/NYE
 JR0796  USGS QUAD   -  MOUNT ANNIE (1980)
 JR0796
 JR0796                         *CURRENT SURVEY CONTROL
 JR0796  ___________________________________________________________________
 JR0796* NAD 83(1986)-  38 55 08.     (N)    118 11 45.     (W)     SCALED    
 JR0796* NAVD 88     -      1258.18   (+/-2cm)    4127.9    (feet)  VERTCON   
 JR0796  ___________________________________________________________________
 JR0796  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 JR0796
 JR0796  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0796
 JR0796.The horizontal coordinates were scaled from a topographic map and have
 JR0796.an estimated accuracy of +/- 6 seconds.
 JR0796
 JR0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0796.The vertical order pertains to the NGVD 29 superseded value.
 JR0796
 JR0796.The geoid height was determined by GEOID03.
 JR0796
 JR0796;                    North         East    Units  Estimated Accuracy
 JR0796;SPC NV C     - 6,463,710.      367,390.      MT  (+/- 180 meters Scaled)
 JR0796
 JR0796                          SUPERSEDED SURVEY CONTROL
 JR0796
 JR0796  NGVD 29 (??/??/92) 1257.161  (m)         4124.54   (f) ADJ UNCH    1 2
 JR0796
 JR0796.Superseded values are not recommended for survey control.
 JR0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0796.See file dsdata.txt to determine how the superseded data were derived.
 JR0796
 JR0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD963084(NAD 83)
 JR0796_MARKER: P = PIPE CAP
 JR0796_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0796_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0796_STAMPING: 4131 1908
 JR0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0796
 JR0796  HISTORY     - Date     Condition        Report By
 JR0796  HISTORY     - 1908     MONUMENTED       USGS
 JR0796  HISTORY     - 1955     GOOD             NGS
 JR0796
 JR0796                          STATION DESCRIPTION
 JR0796
 JR0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0796'AT HOT SPRING.
 JR0796'AT HOT SPRING, 96 FEET NORTHEAST OF THE CENTER LINE OF A TRACK
 JR0796'ROAD, 63.0 FEET NORTH OF THE NYE-MINERAL COUNTY LINE SIGN, 46.2
 JR0796'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN BUILDING, 21.2
 JR0796'FEET EAST OF A WOODEN FENCE AROUND THE SPRING, 1.8 FEET WEST OF A
 JR0796'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND RIVETED ON THE TOP
 JR0796'OF A 3-INCH IRON PIPE PROJECTING 1 1/2 FEET ABOVE THE GROUND.
 JR0796'NOTE-- THE CAP IS SLANTING, ROD HELD ON LETTERS OG OF THE WORD
 JR0796'GEOLOGICAL DURING 1955 LEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1576 ***********************************************************************
 KR1576  DESIGNATION -  4169.0 SP
 KR1576  PID         -  KR1576
 KR1576  STATE/COUNTY-  NV/LYON
 KR1576  USGS QUAD   -  TWO TIPS (1985)
 KR1576
 KR1576                         *CURRENT SURVEY CONTROL
 KR1576  ___________________________________________________________________
 KR1576* NAD 83(1994)-  39 37 30.15756(N)    119 12 03.22250(W)     ADJUSTED  
 KR1576* NAVD 88     -      1272.     (meters)    4173.     (feet)  SCALED    
 KR1576  ___________________________________________________________________
 KR1576  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 KR1576  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 KR1576
 KR1576  HORZ ORDER  -  SECOND
 KR1576
 KR1576.The horizontal coordinates were established by classical geodetic methods
 KR1576.and adjusted by the National Geodetic Survey in June 1998..
 KR1576
 KR1576.The orthometric height was scaled from a topographic map.
 KR1576
 KR1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1576
 KR1576.The geoid height was determined by GEOID03.
 KR1576
 KR1576;                    North         East     Units Scale Factor Converg.
 KR1576;SPC NV W     - 4,541,167.049   746,981.814   MT  0.99993460   -0 23 37.9
 KR1576;SPC NV W     -14,898,812.23  2,450,722.83   sFT  0.99993460   -0 23 37.9
 KR1576;UTM  11      - 4,388,456.578   311,099.968   MT  1.00003934   -1 24 14.6
 KR1576
 KR1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1576!SPC NV W     -   0.99980427  x   0.99993460  =   0.99973888
 KR1576!UTM  11      -   0.99980427  x   1.00003934  =   0.99984360
 KR1576
 KR1576                          SUPERSEDED SURVEY CONTROL
 KR1576
 KR1576  NAD 83(1992)-  39 37 30.16266(N)    119 12 03.20897(W) AD(       ) 2
 KR1576  NAD 83(1986)-  39 37 30.16170(N)    119 12 03.20487(W) AD(       ) 2
 KR1576  NAD 27      -  39 37 30.47600(N)    119 11 59.60600(W) AD(       ) 2
 KR1576
 KR1576.Superseded values are not recommended for survey control.
 KR1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1576.See file dsdata.txt to determine how the superseded data were derived.
 KR1576
 KR1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD1110088457(NAD 83)
 KR1576_MARKER: Z = SEE DESCRIPTION
 KR1576_SETTING: 0 = UNSPECIFIED SETTING
 KR1576
 KR1576  HISTORY     - Date     Condition        Report By
 KR1576  HISTORY     - 1958     MONUMENTED       CGS
 KR1576
 KR1576                          STATION DESCRIPTION
 KR1576
 KR1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1576'2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 95 AND 40 FROM THEIR
 KR1576'JUNCTION AT THE EAST SIDE OF FERNLEY.  APPROXIMATELY 393 FEET
 KR1576'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 33 FEET SOUTH
 KR1576'OF THE CENTER OF AN OLD RAILROAD GRADE AND ROAD.
 KR1576'
 KR1576'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION 79-2
 KR1576'(NHD), DISTANCE BEING 296.9 FEET (90.50 METERS) WEST-NORTHWEST
 KR1576'OF STATION 79-2 (NHD).  THE MARK IS A U.S. GEOLOGICAL SURVEY
 KR1576'BENCH MARK METAL CAP RIVETED ON A 4-INCH IRON PIPE PROJECTING
 KR1576'14 INCHES ABOVE THE GROUND.  STAMPED 4169.0 S.P.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0019 ***********************************************************************
 LS0019  DESIGNATION -  4190.99
 LS0019  PID         -  LS0019
 LS0019  STATE/COUNTY-  NV/PERSHING
 LS0019  USGS QUAD   -  IMLAY (1987)
 LS0019
 LS0019                         *CURRENT SURVEY CONTROL
 LS0019  ___________________________________________________________________
 LS0019* NAD 83(1986)-  40 40 06.     (N)    118 07 43.     (W)     SCALED    
 LS0019* NAVD 88     -      1278.490  (meters)    4194.51   (feet)  ADJUSTED  
 LS0019  ___________________________________________________________________
 LS0019  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 LS0019  DYNAMIC HT  -        1277.491 (meters)    4191.24  (feet)  COMP
 LS0019  MODELED GRAV-     979,799.7   (mgal)                       NAVD 88
 LS0019
 LS0019  VERT ORDER  -  FIRST     CLASS II
 LS0019
 LS0019.The horizontal coordinates were scaled from a topographic map and have
 LS0019.an estimated accuracy of +/- 6 seconds.
 LS0019
 LS0019.The orthometric height was determined by differential leveling
 LS0019.and adjusted by the National Geodetic Survey in June 1991..
 LS0019
 LS0019.The geoid height was determined by GEOID03.
 LS0019
 LS0019.The dynamic height is computed by dividing the NAVD 88
 LS0019.geopotential number by the normal gravity value computed on the
 LS0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0019.degrees latitude (g = 980.6199 gals.).
 LS0019
 LS0019.The modeled gravity was interpolated from observed gravity values.
 LS0019
 LS0019;                    North         East    Units  Estimated Accuracy
 LS0019;SPC NV W     - 4,656,920.      838,450.      MT  (+/- 180 meters Scaled)
 LS0019
 LS0019                          SUPERSEDED SURVEY CONTROL
 LS0019
 LS0019  NGVD 29 (??/??/92) 1277.50   (m)         4191.3    (f) COMPUTED    1 2
 LS0019
 LS0019.Superseded values are not recommended for survey control.
 LS0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0019.See file dsdata.txt to determine how the superseded data were derived.
 LS0019
 LS0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF046025(NAD 83)
 LS0019_MARKER: S = SPIKE
 LS0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0019+STABILITY: SURFACE MOTION
 LS0019
 LS0019  HISTORY     - Date     Condition        Report By
 LS0019  HISTORY     - UNK      MONUMENTED       USGS
 LS0019  HISTORY     - 1953     GOOD             NGS
 LS0019
 LS0019                          STATION DESCRIPTION
 LS0019
 LS0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LS0019'1.1 MI E FROM IMLAY.
 LS0019'1.1 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0019'STATION AT IMLAY, 77 1/2 FEET SOUTHWEST OF THE CENTER OF THE CROSSING
 LS0019'OF A DIRT ROAD, 135 FEET NORTHWEST OF BENCH MARK A 343, 136.4 FEET
 LS0019'NORTHWEST OF A FENCE, 119.6 FEET SOUTHEAST OF A HANDSWITCH, 1.8 FEET
 LS0019'EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN
 LS0019'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0256 ***********************************************************************
 MU0256  DESIGNATION -  42
 MU0256  PID         -  MU0256
 MU0256  STATE/COUNTY-  NV/HUMBOLDT
 MU0256  USGS QUAD   -  GOLCONDA BUTTE (1983)
 MU0256
 MU0256                         *CURRENT SURVEY CONTROL
 MU0256  ___________________________________________________________________
 MU0256* NAD 83(1986)-  41 00 57.     (N)    117 36 58.     (W)     SCALED    
 MU0256* NAVD 88     -      1366.214  (meters)    4482.32   (feet)  ADJUSTED  
 MU0256  ___________________________________________________________________
 MU0256  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 MU0256  DYNAMIC HT  -        1365.190 (meters)    4478.96  (feet)  COMP
 MU0256  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 MU0256
 MU0256  VERT ORDER  -  FIRST     CLASS II
 MU0256
 MU0256.The horizontal coordinates were scaled from a topographic map and have
 MU0256.an estimated accuracy of +/- 6 seconds.
 MU0256
 MU0256.The orthometric height was determined by differential leveling
 MU0256.and adjusted by the National Geodetic Survey in June 1991..
 MU0256
 MU0256.The geoid height was determined by GEOID03.
 MU0256
 MU0256.The dynamic height is computed by dividing the NAVD 88
 MU0256.geopotential number by the normal gravity value computed on the
 MU0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0256.degrees latitude (g = 980.6199 gals.).
 MU0256
 MU0256.The modeled gravity was interpolated from observed gravity values.
 MU0256
 MU0256;                    North         East    Units  Estimated Accuracy
 MU0256;SPC NV W     - 4,695,850.      881,350.      MT  (+/- 180 meters Scaled)
 MU0256
 MU0256                          SUPERSEDED SURVEY CONTROL
 MU0256
 MU0256  NGVD 29 (??/??/92) 1365.180  (m)         4478.93   (f) ADJ UNCH    1 2
 MU0256
 MU0256.Superseded values are not recommended for survey control.
 MU0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0256.See file dsdata.txt to determine how the superseded data were derived.
 MU0256
 MU0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF481406(NAD 83)
 MU0256_MARKER: DD = SURVEY DISK
 MU0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0256_STAMPING: BM I-001-3 (2) 42
 MU0256_MARK LOGO: NVDH  
 MU0256_PROJECTION: PROJECTING 6 CENTIMETERS
 MU0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0256+STABILITY: SURFACE MOTION
 MU0256
 MU0256  HISTORY     - Date     Condition        Report By
 MU0256  HISTORY     - UNK      MONUMENTED       NVDH
 MU0256  HISTORY     - 1958     GOOD             NGS
 MU0256  HISTORY     - 1984     GOOD             NGS
 MU0256
 MU0256                          STATION DESCRIPTION
 MU0256
 MU0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MU0256'6.4 MI NE FROM WINNEMUCCA.
 MU0256'6.4 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 MU0256'U.S. 40 AND BRIDGE STREET AT WINNEMUCCA, 276.0 FEET SOUTHEAST OF THE
 MU0256'CENTERLINE OF HIGHWAY, 174.0 FEET SOUTHEAST OF A FENCE LINE, 3.0 FEET
 MU0256'NORTHWEST OF A METAL WITNESS POST, SET IN A ROUND CONCRETE POST
 MU0256'PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 MU0256
 MU0256                          STATION RECOVERY (1984)
 MU0256
 MU0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0256'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.35 KM
 MU0256'(2.7 MI) NORTHEAST ALONG STATE HIGHWAY 289 FROM THE JUNCTION OF US
 MU0256'HIGHWAY 95 AT WINNEMUCCA, THENCE 7.5 KM (4.7 MI) NORTHEAST ALONG
 MU0256'INTERSTATE 80, 0.23 KM (0.14 MI) NORTHEAST OF MILEPOST 185,
 MU0256'40.8 METERS (134 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE,
 MU0256'63.7 METERS (209 FT) NORTH OF THE NORTHEAST END OF A WOODEN BRACE IN
 MU0256'THE RIGHT OF WAY FENCE, 50.4 METERS (165.5 FT) NORTHWEST OF THE RIGHT
 MU0256'OF WAY FENCE AND 0.9 METER (3 FT) NORTHWEST OF A STEEL POST.
 MU0256'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 MU0256'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0585 ***********************************************************************
 MU0585  DESIGNATION -  42 BKC
 MU0585  PID         -  MU0585
 MU0585  STATE/COUNTY-  NV/ELKO
 MU0585  USGS QUAD   -  MC CLEARY WELLS (1973)
 MU0585
 MU0585                         *CURRENT SURVEY CONTROL
 MU0585  ___________________________________________________________________
 MU0585* NAD 83(1986)-  41 31 20.     (N)    116 48 54.     (W)     SCALED    
 MU0585* NAVD 88     -      1656.013  (meters)    5433.10   (feet)  POSTED    
 MU0585  ___________________________________________________________________
 MU0585  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 MU0585  DYNAMIC HT  -        1654.750 (meters)    5428.96  (feet)  COMP
 MU0585  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 MU0585
 MU0585  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0585
 MU0585.The horizontal coordinates were scaled from a topographic map and have
 MU0585.an estimated accuracy of +/- 6 seconds.
 MU0585
 MU0585.The orthometric height was determined by differential leveling
 MU0585.and adjusted by the National Geodetic Survey in 1992..
 MU0585.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0585.rate of 0.0 thru 1.0 mm/km.
 MU0585
 MU0585.The geoid height was determined by GEOID03.
 MU0585
 MU0585.The dynamic height is computed by dividing the NAVD 88
 MU0585.geopotential number by the normal gravity value computed on the
 MU0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0585.degrees latitude (g = 980.6199 gals.).
 MU0585
 MU0585.The modeled gravity was interpolated from observed gravity values.
 MU0585
 MU0585;                    North         East    Units  Estimated Accuracy
 MU0585;SPC NV E     - 8,752,370.       97,210.      MT  (+/- 180 meters Scaled)
 MU0585
 MU0585                          SUPERSEDED SURVEY CONTROL
 MU0585
 MU0585.No superseded survey control is available for this station.
 MU0585
 MU0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF154967(NAD 83)
 MU0585_MARKER: DD = SURVEY DISK
 MU0585_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0585_SP_SET: COPPER-CLAD STEEL ROD
 MU0585_STAMPING: 42 BKC 1973 5429
 MU0585_MARK LOGO: USGS  
 MU0585_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0585+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0585
 MU0585  HISTORY     - Date     Condition        Report By
 MU0585  HISTORY     - 1973     MONUMENTED       USGS
 MU0585
 MU0585                          STATION DESCRIPTION
 MU0585
 MU0585'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0585'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0585'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0585'THENCE 10.1 MILES WEST ALONG ROAD, 16.1 MILES WEST OF WINTERS RANCH
 MU0585'-STONE HOUSE-, 60 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT
 MU0585'SOUTH OF A WITNESS POST, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH
 MU0585'BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0460 ***********************************************************************
 JP0460  DESIGNATION -  42 DOR
 JP0460  PID         -  JP0460
 JP0460  STATE/COUNTY-  NV/LINCOLN
 JP0460  USGS QUAD   -  COYOTE SPRING (1971)
 JP0460
 JP0460                         *CURRENT SURVEY CONTROL
 JP0460  ___________________________________________________________________
 JP0460* NAD 83(1986)-  38 06 25.     (N)    114 48 59.     (W)     SCALED    
 JP0460* NAVD 88     -      1553.795  (meters)    5097.74   (feet)  ADJUSTED  
 JP0460  ___________________________________________________________________
 JP0460  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 JP0460  DYNAMIC HT  -        1552.128 (meters)    5092.27  (feet)  COMP
 JP0460  MODELED GRAV-     979,501.4   (mgal)                       NAVD 88
 JP0460
 JP0460  VERT ORDER  -  SECOND    CLASS 0
 JP0460
 JP0460.The horizontal coordinates were scaled from a topographic map and have
 JP0460.an estimated accuracy of +/- 6 seconds.
 JP0460
 JP0460.The orthometric height was determined by differential leveling
 JP0460.and adjusted by the National Geodetic Survey in June 1991..
 JP0460
 JP0460.The geoid height was determined by GEOID03.
 JP0460
 JP0460.The dynamic height is computed by dividing the NAVD 88
 JP0460.geopotential number by the normal gravity value computed on the
 JP0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0460.degrees latitude (g = 980.6199 gals.).
 JP0460
 JP0460.The modeled gravity was interpolated from observed gravity values.
 JP0460
 JP0460;                    North         East    Units  Estimated Accuracy
 JP0460;SPC NV E     - 8,372,750.      267,260.      MT  (+/- 180 meters Scaled)
 JP0460
 JP0460                          SUPERSEDED SURVEY CONTROL
 JP0460
 JP0460.No superseded survey control is available for this station.
 JP0460
 JP0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC914199(NAD 83)
 JP0460_MARKER: DD = SURVEY DISK
 JP0460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0460_SP_SET: COPPER-CLAD STEEL ROD
 JP0460_STAMPING: 42 DOR 1968 5095
 JP0460_MARK LOGO: USGS  
 JP0460_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0460+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0460
 JP0460  HISTORY     - Date     Condition        Report By
 JP0460  HISTORY     - 1968     MONUMENTED       USGS
 JP0460
 JP0460                          STATION DESCRIPTION
 JP0460
 JP0460'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0460'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0460'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 14.9 MILES
 JP0460'WEST, 0.6 MILES EAST OF A WATER TANK AND TROUGH, 0.3 MILES EAST OF A
 JP0460'36-INCH CORRUGATED METAL PIPE CULVERT, 55 FEET NORTH OF THE ROAD, 2
 JP0460'FEET SOUTH OF A WITNESS SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY A
 JP0460'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0607 ***********************************************************************
 JP0607  DESIGNATION -  42 DOR
 JP0607  PID         -  JP0607
 JP0607  STATE/COUNTY-  NV/LINCOLN
 JP0607  USGS QUAD   -  PARKER STATION (1969)
 JP0607
 JP0607                         *CURRENT SURVEY CONTROL
 JP0607  ___________________________________________________________________
 JP0607* NAD 83(1986)-  38 37 32.     (N)    114 47 52.     (W)     SCALED    
 JP0607* NAVD 88     -      1945.051  (meters)    6381.39   (feet)  ADJUSTED  
 JP0607  ___________________________________________________________________
 JP0607  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 JP0607  DYNAMIC HT  -        1942.900 (meters)    6374.33  (feet)  COMP
 JP0607  MODELED GRAV-     979,453.4   (mgal)                       NAVD 88
 JP0607
 JP0607  VERT ORDER  -  SECOND    CLASS 0
 JP0607
 JP0607.The horizontal coordinates were scaled from a topographic map and have
 JP0607.an estimated accuracy of +/- 6 seconds.
 JP0607
 JP0607.The orthometric height was determined by differential leveling
 JP0607.and adjusted by the National Geodetic Survey in August 1995..
 JP0607
 JP0607.The geoid height was determined by GEOID03.
 JP0607
 JP0607.The dynamic height is computed by dividing the NAVD 88
 JP0607.geopotential number by the normal gravity value computed on the
 JP0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0607.degrees latitude (g = 980.6199 gals.).
 JP0607
 JP0607.The modeled gravity was interpolated from observed gravity values.
 JP0607
 JP0607;                    North         East    Units  Estimated Accuracy
 JP0607;SPC NV E     - 8,430,330.      268,400.      MT  (+/- 180 meters Scaled)
 JP0607
 JP0607                          SUPERSEDED SURVEY CONTROL
 JP0607
 JP0607.No superseded survey control is available for this station.
 JP0607
 JP0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC917775(NAD 83)
 JP0607_MARKER: DD = SURVEY DISK
 JP0607_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0607_SP_SET: COPPER-CLAD STEEL ROD
 JP0607_STAMPING: 42 DOR 1973 6377
 JP0607_MARK LOGO: USGS  
 JP0607_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0607
 JP0607  HISTORY     - Date     Condition        Report By
 JP0607  HISTORY     - 1973     MONUMENTED       USGS
 JP0607
 JP0607                          STATION DESCRIPTION
 JP0607
 JP0607'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0607'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, GO 5.7 MILES
 JP0607'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 39.8 MILES
 JP0607'SOUTH TO A ROAD CROSSING, THENCE 2.1 MILES EAST AND SOUTH TO A FENCE
 JP0607'CORNER, 50 FEET SOUTHWEST OF CENTERLINE OF THE ROAD, 45 FEET WEST OF A
 JP0607'FENCE CORNER, 0.5 FOOT NORTH OF A FENCE, ON A 5/8 INCH COPPER  COATED
 JP0607'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0571 ***********************************************************************
 MU0571  DESIGNATION -  42 FMK
 MU0571  PID         -  MU0571
 MU0571  STATE/COUNTY-  NV/ELKO
 MU0571  USGS QUAD   -  DESERT RANCH (1974)
 MU0571
 MU0571                         *CURRENT SURVEY CONTROL
 MU0571  ___________________________________________________________________
 MU0571* NAD 83(1986)-  41 39 22.     (N)    116 37 29.     (W)     SCALED    
 MU0571* NAVD 88     -      1613.998  (meters)    5295.26   (feet)  POSTED    
 MU0571  ___________________________________________________________________
 MU0571  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 MU0571  DYNAMIC HT  -        1612.790 (meters)    5291.30  (feet)  COMP
 MU0571  MODELED GRAV-     979,820.1   (mgal)                       NAVD 88
 MU0571
 MU0571  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0571
 MU0571.The horizontal coordinates were scaled from a topographic map and have
 MU0571.an estimated accuracy of +/- 6 seconds.
 MU0571
 MU0571.The orthometric height was determined by differential leveling
 MU0571.and adjusted by the National Geodetic Survey in 1992..
 MU0571.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0571.rate of 1.1 thru 2.0 mm/km.
 MU0571
 MU0571.The geoid height was determined by GEOID03.
 MU0571
 MU0571.The dynamic height is computed by dividing the NAVD 88
 MU0571.geopotential number by the normal gravity value computed on the
 MU0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0571.degrees latitude (g = 980.6199 gals.).
 MU0571
 MU0571.The modeled gravity was interpolated from observed gravity values.
 MU0571
 MU0571;                    North         East    Units  Estimated Accuracy
 MU0571;SPC NV E     - 8,767,030.      113,270.      MT  (+/- 180 meters Scaled)
 MU0571
 MU0571                          SUPERSEDED SURVEY CONTROL
 MU0571
 MU0571  NGVD 29 (??/??/92) 1612.88   (m)         5291.6    (f) COMPUTED    2 0
 MU0571
 MU0571.Superseded values are not recommended for survey control.
 MU0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0571.See file dsdata.txt to determine how the superseded data were derived.
 MU0571
 MU0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG312116(NAD 83)
 MU0571_MARKER: DD = SURVEY DISK
 MU0571_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0571_SP_SET: COPPER-CLAD STEEL ROD
 MU0571_STAMPING: 42 FMK 1973 5292
 MU0571_MARK LOGO: USGS  
 MU0571_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0571+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0571
 MU0571  HISTORY     - Date     Condition        Report By
 MU0571  HISTORY     - 1973     MONUMENTED       USGS
 MU0571
 MU0571                          STATION DESCRIPTION
 MU0571
 MU0571'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0571'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0571'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0571'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0571'ALONG ROAD, THENCE 9.1 MILES NORTH-NORTHEAST ALONG ROAD, 6.8 MILES
 MU0571'SOUTH AND 0.8 MILES WEST OF DESERT RANCH, TO A DIM T-ROAD EAST, 0.3
 MU0571'MILES SOUTH OF A LARGE DRAIN, 63 FEET EAST OF A T-ROAD, 1 FOOT WEST OF
 MU0571'A WITNESS POST, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK
 MU0571'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0405 ***********************************************************************
 NW0405  DESIGNATION -  42 HEI
 NW0405  PID         -  NW0405
 NW0405  STATE/COUNTY-  NV/HUMBOLDT
 NW0405  USGS QUAD   -  OREGON BUTTE (1982)
 NW0405
 NW0405                         *CURRENT SURVEY CONTROL
 NW0405  ___________________________________________________________________
 NW0405* NAD 83(1986)-  42 02 02.     (N)    117 16 34.     (W)     SCALED    
 NW0405* NAVD 88     -      1770.560  (meters)    5808.91   (feet)  POSTED    
 NW0405  ___________________________________________________________________
 NW0405  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 NW0405  DYNAMIC HT  -        1769.260 (meters)    5804.65  (feet)  COMP
 NW0405  MODELED GRAV-     979,825.8   (mgal)                       NAVD 88
 NW0405
 NW0405  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0405
 NW0405.The horizontal coordinates were scaled from a topographic map and have
 NW0405.an estimated accuracy of +/- 6 seconds.
 NW0405
 NW0405.The orthometric height was determined by differential leveling
 NW0405.and adjusted by the National Geodetic Survey in 1992..
 NW0405.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0405.rate of 0.0 thru 1.0 mm/km.
 NW0405
 NW0405.The geoid height was determined by GEOID03.
 NW0405
 NW0405.The dynamic height is computed by dividing the NAVD 88
 NW0405.geopotential number by the normal gravity value computed on the
 NW0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0405.degrees latitude (g = 980.6199 gals.).
 NW0405
 NW0405.The modeled gravity was interpolated from observed gravity values.
 NW0405
 NW0405;                    North         East    Units  Estimated Accuracy
 NW0405;SPC NV W     - 4,809,290.      908,240.      MT  (+/- 180 meters Scaled)
 NW0405
 NW0405                          SUPERSEDED SURVEY CONTROL
 NW0405
 NW0405.No superseded survey control is available for this station.
 NW0405
 NW0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG771535(NAD 83)
 NW0405_MARKER: DD = SURVEY DISK
 NW0405_SETTING: 66 = SET IN ROCK OUTCROP
 NW0405_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0405_STAMPING: 42 HEI 1974 5805
 NW0405_MARK LOGO: USGS  
 NW0405_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0405+STABILITY: POSITION/ELEVATION WELL
 NW0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0405+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NW0405
 NW0405  HISTORY     - Date     Condition        Report By
 NW0405  HISTORY     - 1974     MONUMENTED       USGS
 NW0405
 NW0405                          STATION DESCRIPTION
 NW0405
 NW0405'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0405'FROM GREELY CROSSING, NEVADA, PROCEED 22.8 MILES NORTH ALONG ROAD TO
 NW0405'CROSSROADS, THENCE 6.8 MILES NORTHEAST ALONG RIGHT FORK AND GENERALLY
 NW0405'NORTH, ABOUT 0.2 MILES NORTHWEST OF WHERE THE ROAD CROSSES TENT CREEK,
 NW0405'100 FEET SOUTHEAST OF A SMALL DRAIN, 53 FEET SOUTHWEST AND 5 FEET
 NW0405'HIGHER THAN THE CENTERLINE OF THE ROAD, SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0518 ***********************************************************************
 LS0518  DESIGNATION -  42 HJH
 LS0518  PID         -  LS0518
 LS0518  STATE/COUNTY-  NV/WASHOE
 LS0518  USGS QUAD   -  PURGATORY PEAK (1990)
 LS0518
 LS0518                         *CURRENT SURVEY CONTROL
 LS0518  ___________________________________________________________________
 LS0518* NAD 83(1986)-  40 20 52.     (N)    119 20 21.     (W)     SCALED    
 LS0518* NAVD 88     -      1290.319  (meters)    4233.32   (feet)  ADJUSTED  
 LS0518  ___________________________________________________________________
 LS0518  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 LS0518  DYNAMIC HT  -        1289.301 (meters)    4229.98  (feet)  COMP
 LS0518  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 LS0518
 LS0518  VERT ORDER  -  SECOND    CLASS 0
 LS0518
 LS0518.The horizontal coordinates were scaled from a topographic map and have
 LS0518.an estimated accuracy of +/- 6 seconds.
 LS0518
 LS0518.The orthometric height was determined by differential leveling
 LS0518.and adjusted by the National Geodetic Survey in June 1991..
 LS0518
 LS0518.The geoid height was determined by GEOID03.
 LS0518
 LS0518.The dynamic height is computed by dividing the NAVD 88
 LS0518.geopotential number by the normal gravity value computed on the
 LS0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0518.degrees latitude (g = 980.6199 gals.).
 LS0518
 LS0518.The modeled gravity was interpolated from observed gravity values.
 LS0518
 LS0518;                    North         East    Units  Estimated Accuracy
 LS0518;SPC NV W     - 4,621,500.      735,790.      MT  (+/- 180 meters Scaled)
 LS0518
 LS0518                          SUPERSEDED SURVEY CONTROL
 LS0518
 LS0518  NGVD 29 (??/??/92) 1289.324  (m)         4230.06   (f) ADJ UNCH    2 0
 LS0518
 LS0518.Superseded values are not recommended for survey control.
 LS0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0518.See file dsdata.txt to determine how the superseded data were derived.
 LS0518
 LS0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE013689(NAD 83)
 LS0518_MARKER: DB = BENCH MARK DISK
 LS0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0518_SP_SET: CONCRETE POST
 LS0518_STAMPING: 42 HJH 1962 4230
 LS0518_MARK LOGO: USGS  
 LS0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0518+STABILITY: SURFACE MOTION
 LS0518
 LS0518  HISTORY     - Date     Condition        Report By
 LS0518  HISTORY     - 1962     MONUMENTED       USGS
 LS0518
 LS0518                          STATION DESCRIPTION
 LS0518
 LS0518'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0518'35.2 KM (21.90 MI) SOUTH FROM GERLACH.
 LS0518'21.9 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34 IN A WIDE FLAT
 LS0518'MEADOW, 150 FEET SOUTHWEST OF A POWERPOLE (NUMBER 54783), AND
 LS0518'46 FEET EAST OF THE HIGHWAY CENTERLINE.
 LS0518'THE MARK IS 3.0 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0496 ***********************************************************************
 MV0496  DESIGNATION -  42 LRC
 MV0496  PID         -  MV0496
 MV0496  STATE/COUNTY-  NV/HUMBOLDT
 MV0496  USGS QUAD   -  PIDGEON SPRING SW (1980)
 MV0496
 MV0496                         *CURRENT SURVEY CONTROL
 MV0496  ___________________________________________________________________
 MV0496* NAD 83(1986)-  41 02 07.     (N)    118 54 16.     (W)     SCALED    
 MV0496* NAVD 88     -      1203.414  (meters)    3948.20   (feet)  ADJUSTED  
 MV0496  ___________________________________________________________________
 MV0496  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 MV0496  DYNAMIC HT  -        1202.559 (meters)    3945.40  (feet)  COMP
 MV0496  MODELED GRAV-     979,872.2   (mgal)                       NAVD 88
 MV0496
 MV0496  VERT ORDER  -  SECOND    CLASS 0
 MV0496
 MV0496.The horizontal coordinates were scaled from a topographic map and have
 MV0496.an estimated accuracy of +/- 6 seconds.
 MV0496
 MV0496.The orthometric height was determined by differential leveling
 MV0496.and adjusted by the National Geodetic Survey in June 1991..
 MV0496
 MV0496.The geoid height was determined by GEOID03.
 MV0496
 MV0496.The dynamic height is computed by dividing the NAVD 88
 MV0496.geopotential number by the normal gravity value computed on the
 MV0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0496.degrees latitude (g = 980.6199 gals.).
 MV0496
 MV0496.The modeled gravity was interpolated from observed gravity values.
 MV0496
 MV0496;                    North         East    Units  Estimated Accuracy
 MV0496;SPC NV W     - 4,697,610.      773,000.      MT  (+/- 180 meters Scaled)
 MV0496
 MV0496                          SUPERSEDED SURVEY CONTROL
 MV0496
 MV0496.No superseded survey control is available for this station.
 MV0496
 MV0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF399444(NAD 83)
 MV0496_MARKER: DD = SURVEY DISK
 MV0496_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MV0496_SP_SET: PREFAB CONC. POST IN EARTH
 MV0496_STAMPING: 42 LRC 1972 3945
 MV0496_MARK LOGO: USGS  
 MV0496_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MV0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0496+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0496
 MV0496  HISTORY     - Date     Condition        Report By
 MV0496  HISTORY     - 1972     MONUMENTED       USGS
 MV0496
 MV0496                          STATION DESCRIPTION
 MV0496
 MV0496'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0496'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0496'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0496'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0496'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 5.7 MILES NORTH
 MV0496'ALONG TRACK ROAD TO A SLIGHT RISE BETWEEN TWO DRAINS, 20.9 MILES SOUTH
 MV0496'OF PAHUTE MEADOW RANCH, 5.3 MILES NORTH OF BLACK ROCK POINT, 68 FEET
 MV0496'NORTHWEST OF A DRAIN CROSSING AND 58 FEET WEST OF THE CENTERLINE OF
 MV0496'THE TRACK ROAD AND 6 FEET NORTHWEST OF A POINT OF BRUSH, 2 FEET EAST
 MV0496'OF A WITNESS POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0959 ***********************************************************************
 LR0959  DESIGNATION -  42 O
 LR0959  PID         -  LR0959
 LR0959  STATE/COUNTY-  NV/LANDER
 LR0959  USGS QUAD   -  SHEEP CREEK RANGE NW (1965)
 LR0959
 LR0959                         *CURRENT SURVEY CONTROL
 LR0959  ___________________________________________________________________
 LR0959* NAD 83(1994)-  40 57 32.98833(N)    116 42 38.48072(W)     ADJUSTED  
 LR0959* NAVD 88     -      1488.193  (meters)    4882.51   (feet)  POSTED    
 LR0959  ___________________________________________________________________
 LR0959  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 LR0959  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 LR0959  DYNAMIC HT  -        1487.030 (meters)    4878.70  (feet)  COMP
 LR0959  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 LR0959
 LR0959  HORZ ORDER  -  THIRD
 LR0959  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0959
 LR0959.The horizontal coordinates were established by classical geodetic methods
 LR0959.and adjusted by the National Geodetic Survey in February 1999..
 LR0959
 LR0959.The orthometric height was determined by differential leveling
 LR0959.and adjusted by the National Geodetic Survey in 1992..
 LR0959.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0959.rate of 0.0 thru 1.0 mm/km.
 LR0959
 LR0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0959
 LR0959.The geoid height was determined by GEOID03.
 LR0959
 LR0959.The dynamic height is computed by dividing the NAVD 88
 LR0959.geopotential number by the normal gravity value computed on the
 LR0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0959.degrees latitude (g = 980.6199 gals.).
 LR0959
 LR0959.The modeled gravity was interpolated from observed gravity values.
 LR0959
 LR0959;                    North         East     Units Scale Factor Converg.
 LR0959;SPC NV C     - 6,689,111.932   496,294.251   MT  0.99990017   -0 01 43.9
 LR0959;SPC NV C     -21,945,861.40  1,628,258.72   sFT  0.99990017   -0 01 43.9
 LR0959;UTM  11      - 4,534,264.124   524,346.517   MT  0.99960730   +0 11 22.7
 LR0959
 LR0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0959!SPC NV C     -   0.99976965  x   0.99990017  =   0.99966985
 LR0959!UTM  11      -   0.99976965  x   0.99960730  =   0.99937704
 LR0959
 LR0959                          SUPERSEDED SURVEY CONTROL
 LR0959
 LR0959  NGVD 29 (02/26/99) 1487.14   (m)         4879.1    (f) LEVELING    3  
 LR0959
 LR0959.Superseded values are not recommended for survey control.
 LR0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0959.See file dsdata.txt to determine how the superseded data were derived.
 LR0959
 LR0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF2434734264(NAD 83)
 LR0959_MARKER: DB = BENCH MARK DISK
 LR0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0959_SP_SET: PREFAB CONC. POST IN EARTH
 LR0959_STAMPING: 42 O 1963
 LR0959_MARK LOGO: USGS  
 LR0959_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0959+STABILITY: SURFACE MOTION
 LR0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0959+SATELLITE: SATELLITE OBSERVATIONS - 1964
 LR0959
 LR0959  HISTORY     - Date     Condition        Report By
 LR0959  HISTORY     - 1964     MONUMENTED       USGS
 LR0959  HISTORY     - 1964     GOOD             USGS
 LR0959
 LR0959                          STATION DESCRIPTION
 LR0959
 LR0959'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LR0959'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0959'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 LR0959'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 LR0959'NORTHEAST ALONG ROAD, THENCE 8.0 MILES NORTHEAST ALONG ROAD, 7.9 MILES
 LR0959'EAST OF THE NORTHEAST TOWNSHIP CORNER R45E T35N, 4.1 MILES SOUTHWEST
 LR0959'OF WIRE CORRAL RANCH, AT THE EDGE OF A SAGE BRUSH LINE, 400 FEET EAST
 LR0959'OF THE ROAD CROSSING A CREEK AND 110 FEET EAST OF A Y-ROAD AND 52 FEET
 LR0959'SOUTH OF THE CENTERLINE OF THE ROAD, 8 FEET NORTH OF A STEEL WITNESS
 LR0959'POST.
 LR0959
 LR0959                          STATION RECOVERY (1964)
 LR0959
 LR0959'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LR0959'DESCRIBED IN LEVEL LINE BY USGS, 1963, PV 532, AS FOLLOWS-- --NE.
 LR0959'TOWNSHIP CORNER R45E T35N, 7.9 MI. E. FROM, 4.1 MI. SW. OF WIRE CORRAL
 LR0959'RANCH AT EDGE OF SAGEBRUSH LINE, 400 FT. E. OF RD. CROSSING CREEK, 110
 LR0959'FT. E. OF Y-RD., 52 FT. S. OF CENTERLINE OF RD., 7.7 FT. N. OF STEEL
 LR0959'WITNESS POST, IN CONCRETE POST, STANDARD TABLET STAMPED---42 O
 LR0959'1963---.-- LOCATED ABOUT 25.1 MI. NE. OF BATTLE MOUNTAIN IN SECTION
 LR0959'31, T. 36 N., R. 47 E. STATION MARK--A STANDARD USGS TABLET
 LR0959'STAMPED---42 O 1963---, SET IN A CONCRETE POST, PROJECTING ABOUT 0.2
 LR0959'FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0681 ***********************************************************************
 GS0681  DESIGNATION -  42 TJS
 GS0681  PID         -  GS0681
 GS0681  STATE/COUNTY-  NV/NYE
 GS0681  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0681
 GS0681                         *CURRENT SURVEY CONTROL
 GS0681  ___________________________________________________________________
 GS0681* NAD 83(1986)-  36 51 07.     (N)    116 28 01.     (W)     SCALED    
 GS0681* NAVD 88     -      1481.210  (meters)    4859.60   (feet)  ADJUSTED  
 GS0681  ___________________________________________________________________
 GS0681  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GS0681  DYNAMIC HT  -        1479.532 (meters)    4854.10  (feet)  COMP
 GS0681  MODELED GRAV-     979,446.6   (mgal)                       NAVD 88
 GS0681
 GS0681  VERT ORDER  -  FIRST     CLASS I
 GS0681
 GS0681.The horizontal coordinates were scaled from a topographic map and have
 GS0681.an estimated accuracy of +/- 6 seconds.
 GS0681
 GS0681.The orthometric height was determined by differential leveling
 GS0681.and adjusted by the National Geodetic Survey in May 2004..
 GS0681
 GS0681.The geoid height was determined by GEOID03.
 GS0681
 GS0681.The dynamic height is computed by dividing the NAVD 88
 GS0681.geopotential number by the normal gravity value computed on the
 GS0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0681.degrees latitude (g = 980.6199 gals.).
 GS0681
 GS0681.The modeled gravity was interpolated from observed gravity values.
 GS0681
 GS0681;                    North         East    Units  Estimated Accuracy
 GS0681;SPC NV C     - 6,233,220.      517,810.      MT  (+/- 180 meters Scaled)
 GS0681
 GS0681                          SUPERSEDED SURVEY CONTROL
 GS0681
 GS0681  NAVD 88 (??/??/92) 1481.221  (m)         4859.64   (f) UNKNOWN     3 0
 GS0681  NGVD 29 (05/01/91) 1480.283  (m)         4856.56   (f) ADJUSTED    1 1
 GS0681
 GS0681.Superseded values are not recommended for survey control.
 GS0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0681.See file dsdata.txt to determine how the superseded data were derived.
 GS0681
 GS0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA475785(NAD 83)
 GS0681_MARKER: DB = BENCH MARK DISK
 GS0681_SETTING: 66 = SET IN ROCK OUTCROP
 GS0681_SP_SET: BEDROCK
 GS0681_STAMPING: 42 TJS 1983
 GS0681_MARK LOGO: USGS  
 GS0681_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0681+STABILITY: POSITION/ELEVATION WELL
 GS0681
 GS0681  HISTORY     - Date     Condition        Report By
 GS0681  HISTORY     - 1983     MONUMENTED       USGS
 GS0681  HISTORY     - 1986     GOOD             USGS
 GS0681  HISTORY     - 1988     GOOD             USGS
 GS0681  HISTORY     - 19910403 GOOD             USGS
 GS0681  HISTORY     - 19930126 GOOD             USGS
 GS0681  HISTORY     - 19950202 GOOD             USGS
 GS0681
 GS0681                          STATION DESCRIPTION
 GS0681
 GS0681'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0681'61.5 KM (38.20 MI) NW FROM MERCURY.
 GS0681'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0681'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0681'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0681'INTERSECTION OF ROADS F AND H (1.3 MILES NORTHWEST OF THE GUARD
 GS0681'STATION), TURN WEST ONTO ROAD H AND PROCEED 7.9 MILES TO THE WEST
 GS0681'EDGE OF FORTYMILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED
 GS0681'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0681'4.85 MILES TO AN INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN
 GS0681'NORTH ALONG THE TOP OF THE RIDGE 0.9 MILES, 67 FEET WEST OF THE
 GS0681'CENTERLINE OF THE ROAD.
 GS0681'THE MARK IS 3 FT  S FROM  A ROCK CAIRN
 GS0681
 GS0681                          STATION RECOVERY (1986)
 GS0681
 GS0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0681'RECOVERED IN GOOD CONDITION.
 GS0681
 GS0681                          STATION RECOVERY (1988)
 GS0681
 GS0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0681'RECOVERED IN GOOD CONDITION.
 GS0681
 GS0681                          STATION RECOVERY (1991)
 GS0681
 GS0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0681'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0681'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0681'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0681'INTERSECTION OF ROADS F AND H (1.3 MILES NORTHWEST OF THE GUARD
 GS0681'STATION), TURN WEST ONTO ROAD H AND PROCEED 7.9 MILES TO THE WEST
 GS0681'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED
 GS0681'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0681'4.85 MILES TO AN INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN
 GS0681'NORTH ALONG THE TOP OF THE RIDGE 0.9 MILE, 67 FEET WEST OF THE
 GS0681'CENTERLINE OF THE ROAD.
 GS0681
 GS0681                          STATION RECOVERY (1993)
 GS0681
 GS0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0681'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0681'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0681'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES
 GS0681'(36.4 KM) TO THE INTERSECTION OF ROADS F AND H (1.3 MI (2.1 KM)
 GS0681'NORTHWEST OF THE GUARD STATION), TURN WEST ONTO ROAD H AND PROCEED 7.9
 GS0681'MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH, TURN SOUTH ONTO
 GS0681'A GRAVEL ROAD AND PROCEED 1.95 MILES (3.14 KM) TO A BEND AT THE
 GS0681'BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 4.85 MILES (7.81 KM) TO AN
 GS0681'INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN NORTH ALONG THE TOP
 GS0681'OF THE RIDGE 0.9 MILE (1.4 KM), 67 FEET (20.4 M) WEST OF THE
 GS0681'CENTERLINE OF THE ROAD.
 GS0681
 GS0681                          STATION RECOVERY (1995)
 GS0681
 GS0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0681'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0054 ***********************************************************************
 MV0054  DESIGNATION -  4211.4
 MV0054  PID         -  MV0054
 MV0054  STATE/COUNTY-  NV/HUMBOLDT
 MV0054  USGS QUAD   -  DENIO (1990)
 MV0054
 MV0054                         *CURRENT SURVEY CONTROL
 MV0054  ___________________________________________________________________
 MV0054* NAD 83(1986)-  41 56 12.     (N)    118 41 53.     (W)     SCALED    
 MV0054* NAVD 88     -      1284.726  (meters)    4214.97   (feet)  ADJUSTED  
 MV0054  ___________________________________________________________________
 MV0054  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 MV0054  DYNAMIC HT  -        1283.906 (meters)    4212.28  (feet)  COMP
 MV0054  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 MV0054
 MV0054  VERT ORDER  -  FIRST     CLASS II
 MV0054
 MV0054.The horizontal coordinates were scaled from a topographic map and have
 MV0054.an estimated accuracy of +/- 6 seconds.
 MV0054
 MV0054.The orthometric height was determined by differential leveling
 MV0054.and adjusted by the National Geodetic Survey in June 1991..
 MV0054
 MV0054.The geoid height was determined by GEOID03.
 MV0054
 MV0054.The dynamic height is computed by dividing the NAVD 88
 MV0054.geopotential number by the normal gravity value computed on the
 MV0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0054.degrees latitude (g = 980.6199 gals.).
 MV0054
 MV0054.The modeled gravity was interpolated from observed gravity values.
 MV0054
 MV0054;                    North         East    Units  Estimated Accuracy
 MV0054;SPC NV W     - 4,797,670.      790,490.      MT  (+/- 180 meters Scaled)
 MV0054
 MV0054                          SUPERSEDED SURVEY CONTROL
 MV0054
 MV0054  NGVD 29 (??/??/92) 1283.618  (m)         4211.34   (f) ADJ UNCH    1 2
 MV0054
 MV0054.Superseded values are not recommended for survey control.
 MV0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0054.See file dsdata.txt to determine how the superseded data were derived.
 MV0054
 MV0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG592441(NAD 83)
 MV0054_MARKER: P = PIPE CAP
 MV0054_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MV0054_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MV0054_STAMPING: 1/4 S 12 1917
 MV0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0054
 MV0054  HISTORY     - Date     Condition        Report By
 MV0054  HISTORY     - 1917     MONUMENTED       USGLO
 MV0054  HISTORY     - 1964     MARK NOT FOUND   USGS
 MV0054
 MV0054                          STATION DESCRIPTION
 MV0054
 MV0054'DESCRIBED BY US GENERAL LAND OFFICE 1917
 MV0054'5.6 MI SW FROM DENIO, OR.
 MV0054'IN HUMBOLDT COUNTY, NEVADA, ABOUT 5.6 MILES SOUTHWEST ALONG NEVADA
 MV0054'STATE HIGHWAY 8A FROM THE POST OFFICE AT DENIO, HARNEY COUNTY, OREGON,
 MV0054'AND 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES
 MV0054'GENERAL LAND OFFICE STANDARD CAP, STAMPED 1/4 S 12 1917 AND FASTENED
 MV0054'ON THE TOP OF AN IRON PIPE.
 MV0054
 MV0054                          STATION RECOVERY (1964)
 MV0054
 MV0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MV0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0687 ***********************************************************************
 KR0687  DESIGNATION -  4215.744
 KR0687  PID         -  KR0687
 KR0687  STATE/COUNTY-  NV/WASHOE
 KR0687  USGS QUAD   -  WADSWORTH (1985)
 KR0687
 KR0687                         *CURRENT SURVEY CONTROL
 KR0687  ___________________________________________________________________
 KR0687* NAD 83(1986)-  39 38 36.     (N)    119 18 56.     (W)     SCALED    
 KR0687* NAVD 88     -      1284.513  (meters)    4214.27   (feet)  ADJUSTED  
 KR0687  ___________________________________________________________________
 KR0687  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KR0687  DYNAMIC HT  -        1283.392 (meters)    4210.60  (feet)  COMP
 KR0687  MODELED GRAV-     979,709.8   (mgal)                       NAVD 88
 KR0687
 KR0687  VERT ORDER  -  FIRST     CLASS II
 KR0687
 KR0687.The horizontal coordinates were scaled from a topographic map and have
 KR0687.an estimated accuracy of +/- 6 seconds.
 KR0687
 KR0687.The orthometric height was determined by differential leveling
 KR0687.and adjusted by the National Geodetic Survey in June 1991..
 KR0687
 KR0687.The geoid height was determined by GEOID03.
 KR0687
 KR0687.The dynamic height is computed by dividing the NAVD 88
 KR0687.geopotential number by the normal gravity value computed on the
 KR0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0687.degrees latitude (g = 980.6199 gals.).
 KR0687
 KR0687.The modeled gravity was interpolated from observed gravity values.
 KR0687
 KR0687;                    North         East    Units  Estimated Accuracy
 KR0687;SPC NV W     - 4,543,270.      737,160.      MT  (+/- 180 meters Scaled)
 KR0687
 KR0687                          SUPERSEDED SURVEY CONTROL
 KR0687
 KR0687  NGVD 29 (??/??/92) 1283.515  (m)         4211.00   (f) ADJ UNCH    1 2
 KR0687
 KR0687.Superseded values are not recommended for survey control.
 KR0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0687.See file dsdata.txt to determine how the superseded data were derived.
 KR0687
 KR0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD013907(NAD 83)
 KR0687_MARKER: DD = SURVEY DISK
 KR0687_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0687_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0687_STAMPING: 4215.744
 KR0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0687
 KR0687  HISTORY     - Date     Condition        Report By
 KR0687  HISTORY     - UNK      MONUMENTED       USGS
 KR0687  HISTORY     - 1931     GOOD             NGS
 KR0687  HISTORY     - 1957     GOOD             USGS
 KR0687
 KR0687                          STATION DESCRIPTION
 KR0687
 KR0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 KR0687'0.9 MI N FROM WADSWORTH.
 KR0687'0.9 MILE NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 KR0687'STATION AT WADSWORTH, WASHOE COUNTY, THENCE 1.3 MILES WEST.  NEAR THE
 KR0687'OLD HIGHWAY, AND IN A FORK OF THE ROAD.  A U.S. GEOLOGICAL STANDARD
 KR0687'CAP, STAMPED 4215.744 AND RIVETED ON THE TOP OF A 3-1/2 INCH PIPE SET
 KR0687'IN CONCRETE.
 KR0687
 KR0687                          STATION RECOVERY (1957)
 KR0687
 KR0687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KR0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0025 ***********************************************************************
 LS0025  DESIGNATION -  4222.90
 LS0025  PID         -  LS0025
 LS0025  STATE/COUNTY-  NV/PERSHING
 LS0025  USGS QUAD   -  MILL CITY (1987)
 LS0025
 LS0025                         *CURRENT SURVEY CONTROL
 LS0025  ___________________________________________________________________
 LS0025* NAD 83(1986)-  40 40 59.     (N)    118 04 10.     (W)     SCALED    
 LS0025* NAVD 88     -      1288.227  (meters)    4226.46   (feet)  ADJUSTED  
 LS0025  ___________________________________________________________________
 LS0025  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 LS0025  DYNAMIC HT  -        1287.235 (meters)    4223.20  (feet)  COMP
 LS0025  MODELED GRAV-     979,810.0   (mgal)                       NAVD 88
 LS0025
 LS0025  VERT ORDER  -  FIRST     CLASS II
 LS0025
 LS0025.The horizontal coordinates were scaled from a topographic map and have
 LS0025.an estimated accuracy of +/- 6 seconds.
 LS0025
 LS0025.The orthometric height was determined by differential leveling
 LS0025.and adjusted by the National Geodetic Survey in June 1991..
 LS0025.WARNING-Repeat measurements at this control monument indicate possible
 LS0025.vertical movement.
 LS0025
 LS0025.The geoid height was determined by GEOID03.
 LS0025
 LS0025.The dynamic height is computed by dividing the NAVD 88
 LS0025.geopotential number by the normal gravity value computed on the
 LS0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0025.degrees latitude (g = 980.6199 gals.).
 LS0025
 LS0025.The modeled gravity was interpolated from observed gravity values.
 LS0025
 LS0025;                    North         East    Units  Estimated Accuracy
 LS0025;SPC NV W     - 4,658,580.      843,440.      MT  (+/- 180 meters Scaled)
 LS0025
 LS0025                          SUPERSEDED SURVEY CONTROL
 LS0025
 LS0025  NGVD 29 (??/??/92) 1287.245  (m)         4223.24   (f) ADJ UNCH    1 2
 LS0025
 LS0025.Superseded values are not recommended for survey control.
 LS0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0025.See file dsdata.txt to determine how the superseded data were derived.
 LS0025
 LS0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF096041(NAD 83)
 LS0025_MARKER: S = SPIKE
 LS0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0025+STABILITY: SURFACE MOTION
 LS0025
 LS0025  HISTORY     - Date     Condition        Report By
 LS0025  HISTORY     - UNK      MONUMENTED       USGS
 LS0025  HISTORY     - 1953     GOOD             NGS
 LS0025  HISTORY     - 1957     GOOD             NGS
 LS0025  HISTORY     - 1986     MARK NOT FOUND   NGS
 LS0025
 LS0025                          STATION DESCRIPTION
 LS0025
 LS0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LS0025'IN MILL CITY.
 LS0025'AT MILL CITY, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 0.1 MILE
 LS0025'SOUTHWEST OF THE STATION, 122.4 FEET WEST OF THE WEST CORNER OF A
 LS0025'WOODEN WATER TANK, 64.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LS0025'MAIN TRACK, 52.6 FEET NORTH OF THE NORTH CORNER OF A FRAME HOUSE, 56.4
 LS0025'FEET NORTHWEST OF G 7, 2.7 FEET EAST OF THE NORTH CORNER OF A BOARD
 LS0025'FENCE, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 LS0025'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LS0025
 LS0025                          STATION RECOVERY (1957)
 LS0025
 LS0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0025'RECOVERED IN GOOD CONDITION.
 LS0025
 LS0025                          STATION RECOVERY (1986)
 LS0025
 LS0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0025'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0026 ***********************************************************************
 LS0026  DESIGNATION -  4224.214
 LS0026  PID         -  LS0026
 LS0026  STATE/COUNTY-  NV/PERSHING
 LS0026  USGS QUAD   -  MILL CITY (1987)
 LS0026
 LS0026                         *CURRENT SURVEY CONTROL
 LS0026  ___________________________________________________________________
 LS0026* NAD 83(1986)-  40 40 59.     (N)    118 04 10.     (W)     SCALED    
 LS0026* NAVD 88     -      1288.642  (meters)    4227.82   (feet)  ADJUSTED  
 LS0026  ___________________________________________________________________
 LS0026  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 LS0026  DYNAMIC HT  -        1287.650 (meters)    4224.56  (feet)  COMP
 LS0026  MODELED GRAV-     979,810.0   (mgal)                       NAVD 88
 LS0026
 LS0026  VERT ORDER  -  FIRST     CLASS II
 LS0026
 LS0026.The horizontal coordinates were scaled from a topographic map and have
 LS0026.an estimated accuracy of +/- 6 seconds.
 LS0026
 LS0026.The orthometric height was determined by differential leveling
 LS0026.and adjusted by the National Geodetic Survey in June 1991..
 LS0026
 LS0026.The geoid height was determined by GEOID03.
 LS0026
 LS0026.The dynamic height is computed by dividing the NAVD 88
 LS0026.geopotential number by the normal gravity value computed on the
 LS0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0026.degrees latitude (g = 980.6199 gals.).
 LS0026
 LS0026.The modeled gravity was interpolated from observed gravity values.
 LS0026
 LS0026;                    North         East    Units  Estimated Accuracy
 LS0026;SPC NV W     - 4,658,580.      843,440.      MT  (+/- 180 meters Scaled)
 LS0026
 LS0026                          SUPERSEDED SURVEY CONTROL
 LS0026
 LS0026  NGVD 29 (??/??/92) 1287.66   (m)         4224.6    (f) COMPUTED    1 2
 LS0026
 LS0026.Superseded values are not recommended for survey control.
 LS0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0026.See file dsdata.txt to determine how the superseded data were derived.
 LS0026
 LS0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF096041(NAD 83)
 LS0026_MARKER: DB = BENCH MARK DISK
 LS0026_SETTING: 0 = UNSPECIFIED SETTING
 LS0026_SP_SET: SANDSTONE POST
 LS0026_STAMPING: 4224.214
 LS0026_MARK LOGO: CGS   
 LS0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0026
 LS0026  HISTORY     - Date     Condition        Report By
 LS0026  HISTORY     - UNK      MONUMENTED       CGS
 LS0026  HISTORY     - 1953     GOOD             NGS
 LS0026  HISTORY     - 1957     GOOD             NGS
 LS0026  HISTORY     - 1986     GOOD             NGS
 LS0026
 LS0026                          STATION DESCRIPTION
 LS0026
 LS0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LS0026'IN MILL CITY.
 LS0026'AT MILL CITY, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 0.1 MILE
 LS0026'SOUTHWEST OF THE STATION, 120.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 LS0026'OF THE MAIN TRACK, 74.3 FEET WEST OF THE WEST CORNER OF A WOODEN WATER
 LS0026'TANK, 58.4 FEET SOUTHEAST OF THE NORTH CORNER OF A BOARD FENCE AROUND
 LS0026'A FRAME HOUSE, 42.4 FEET NORTHEAST OF THE EAST CORNER OF THE HOUSE,
 LS0026'2.6 FEET NORTHEAST OF A FENCE, 1.7 FEET NORTHWEST OF A WITNESS POST,
 LS0026'ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A SANDSTONE
 LS0026'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- PART OF THE POST
 LS0026'HAS BEEN BROKEN OFF BUT IT IS STILL SOLID.
 LS0026
 LS0026                          STATION RECOVERY (1957)
 LS0026
 LS0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0026'RECOVERED IN GOOD CONDITION.
 LS0026
 LS0026                          STATION RECOVERY (1986)
 LS0026
 LS0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0026'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.35 KM (0.22
 LS0026'MI) NORTHWEST ALONG THE PAVED ROAD LEADING TO TUNGSTEN FROM THE
 LS0026'FREEWAY OVERPASS IN MILL CITY, THENCE 0.20 KM (0.12 MI) NORTHEAST
 LS0026'ALONG A DIRT ROAD ON THE SOUTHEAST SIDE OF THE SOUTHERN PACIFIC
 LS0026'COMPANY RAILROAD, 32.3 METERS (106 FT) SOUTHEAST OF THE CENTERLINE OF
 LS0026'THE ROAD, 36.9 METERS (121 FT) SOUTHEAST OF THE SOUTHEAST RAIL.  IN
 LS0026'TOP OF A SANDSTONE POST PROJECTING 10 CM.
 LS0026'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LS0026'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0684 ***********************************************************************
 KR0684  DESIGNATION -  4230.819
 KR0684  PID         -  KR0684
 KR0684  STATE/COUNTY-  NV/WASHOE
 KR0684  USGS QUAD   -  WADSWORTH (1985)
 KR0684
 KR0684                         *CURRENT SURVEY CONTROL
 KR0684  ___________________________________________________________________
 KR0684* NAD 83(1986)-  39 42 58.     (N)    119 20 01.     (W)     SCALED    
 KR0684* NAVD 88     -      1289.071  (meters)    4229.23   (feet)  ADJUSTED  
 KR0684  ___________________________________________________________________
 KR0684  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 KR0684  DYNAMIC HT  -        1287.954 (meters)    4225.56  (feet)  COMP
 KR0684  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 KR0684
 KR0684  VERT ORDER  -  FIRST     CLASS II
 KR0684
 KR0684.The horizontal coordinates were scaled from a topographic map and have
 KR0684.an estimated accuracy of +/- 6 seconds.
 KR0684
 KR0684.The orthometric height was determined by differential leveling
 KR0684.and adjusted by the National Geodetic Survey in June 1991..
 KR0684
 KR0684.The geoid height was determined by GEOID03.
 KR0684
 KR0684.The dynamic height is computed by dividing the NAVD 88
 KR0684.geopotential number by the normal gravity value computed on the
 KR0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0684.degrees latitude (g = 980.6199 gals.).
 KR0684
 KR0684.The modeled gravity was interpolated from observed gravity values.
 KR0684
 KR0684;                    North         East    Units  Estimated Accuracy
 KR0684;SPC NV W     - 4,551,360.      735,670.      MT  (+/- 180 meters Scaled)
 KR0684
 KR0684                          SUPERSEDED SURVEY CONTROL
 KR0684
 KR0684  NGVD 29 (??/??/92) 1288.061  (m)         4225.91   (f) ADJ UNCH    1 2
 KR0684
 KR0684.Superseded values are not recommended for survey control.
 KR0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0684.See file dsdata.txt to determine how the superseded data were derived.
 KR0684
 KR0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD999988(NAD 83)
 KR0684_MARKER: DD = SURVEY DISK
 KR0684_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0684_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0684_STAMPING: 4230.819
 KR0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0684
 KR0684  HISTORY     - Date     Condition        Report By
 KR0684  HISTORY     - UNK      MONUMENTED       USGS
 KR0684  HISTORY     - 1931     GOOD             NGS
 KR0684  HISTORY     - 1957     GOOD             USGS
 KR0684
 KR0684                          STATION DESCRIPTION
 KR0684
 KR0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 KR0684'6.0 MI N FROM WADSWORTH.
 KR0684'AT FORK OF ROAD, ON MAIN ROAD TO RESERVATION AGENCY.  1.0 MILE WEST OF
 KR0684'B.M. V. 21.  6.0 MILES NORTH OF WADSWORTH, WASHOE CO, 1.0 MILES WEST
 KR0684'OF BENCH MARK V 21 DESCRIBED ABOVE, 300 FEET EAST OF A NEW PAVED
 KR0684'HIGHWAY AND DIRECTLY NORTH OF A DIM ROAD LEADING EAST FROM STATE
 KR0684'HIGHWAY 34.  A U. S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4230.819
 KR0684'AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE SET IN CONCRETE.
 KR0684
 KR0684                          STATION RECOVERY (1957)
 KR0684
 KR0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KR0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0132 ***********************************************************************
 LS0132  DESIGNATION -  4231.986
 LS0132  PID         -  LS0132
 LS0132  STATE/COUNTY-  NV/PERSHING
 LS0132  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0132
 LS0132                         *CURRENT SURVEY CONTROL
 LS0132  ___________________________________________________________________
 LS0132* NAD 83(1986)-  40 23 08.     (N)    118 18 11.     (W)     SCALED    
 LS0132* NAVD 88     -      1291.036  (meters)    4235.67   (feet)  ADJUSTED  
 LS0132  ___________________________________________________________________
 LS0132  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 LS0132  DYNAMIC HT  -        1289.986 (meters)    4232.23  (feet)  COMP
 LS0132  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 LS0132
 LS0132  VERT ORDER  -  FIRST     CLASS II
 LS0132
 LS0132.The horizontal coordinates were scaled from a topographic map and have
 LS0132.an estimated accuracy of +/- 6 seconds.
 LS0132
 LS0132.The orthometric height was determined by differential leveling
 LS0132.and adjusted by the National Geodetic Survey in June 1991..
 LS0132
 LS0132.The geoid height was determined by GEOID03.
 LS0132
 LS0132.The dynamic height is computed by dividing the NAVD 88
 LS0132.geopotential number by the normal gravity value computed on the
 LS0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0132.degrees latitude (g = 980.6199 gals.).
 LS0132
 LS0132.The modeled gravity was interpolated from observed gravity values.
 LS0132
 LS0132;                    North         East    Units  Estimated Accuracy
 LS0132;SPC NV W     - 4,625,460.      823,800.      MT  (+/- 180 meters Scaled)
 LS0132
 LS0132                          SUPERSEDED SURVEY CONTROL
 LS0132
 LS0132.No superseded survey control is available for this station.
 LS0132
 LS0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE893713(NAD 83)
 LS0132_MARKER: DB = BENCH MARK DISK
 LS0132_SETTING: 0 = UNSPECIFIED SETTING
 LS0132_SP_SET: SANDSTONE POST
 LS0132_STAMPING: 4231.986
 LS0132_MARK LOGO: CGS   
 LS0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0132
 LS0132  HISTORY     - Date     Condition        Report By
 LS0132  HISTORY     - UNK      MONUMENTED       CGS
 LS0132  HISTORY     - 1953     GOOD             NGS
 LS0132  HISTORY     - 1957     GOOD             NGS
 LS0132  HISTORY     - 1986     GOOD             NGS
 LS0132
 LS0132                          STATION DESCRIPTION
 LS0132
 LS0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LS0132'3.6 MI N FROM OREANA.
 LS0132'3.6 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0132'SIDING SIGN AT OREANA, 262 FEET EAST OF AND ACROSS THE TRACK FROM THE
 LS0132'11TH. POLE SOUTH OF MILEPOLE 362, 150.6 FEET EAST OF THE EAST RAIL,
 LS0132'4.1 FEET WEST OF A FENCE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT
 LS0132'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A SANDSTONE POST
 LS0132'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 LS0132
 LS0132                          STATION RECOVERY (1957)
 LS0132
 LS0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0132'RECOVERED IN GOOD CONDITION.
 LS0132
 LS0132                          STATION RECOVERY (1986)
 LS0132
 LS0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0132'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.9 KM (3.7
 LS0132'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS IN OREANA,
 LS0132'0.72 KM (0.45 MI) SOUTH OF MILEPOST 124, 42.8 METERS (140.5 FT) WEST
 LS0132'OF THE CENTERLINE OF THE WESTBOUND LANES, 45.9 METERS (150.5 FT) EAST
 LS0132'OF THE EAST RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 4.3 METERS
 LS0132'(14.0 FT) NORTH OF THE NORTH 1 OF 2 FENCE BRACE POSTS, 1.4 METERS
 LS0132'(4.5 FT) WEST OF A FENCE. A DISK IN TOP OF A SANDSTONE POST PROJECTING
 LS0132'15 CM.
 LS0132'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LS0132'THE MARK IS ABOVE LEVEL WITH THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0137 ***********************************************************************
 LS0137  DESIGNATION -  4246.2
 LS0137  PID         -  LS0137
 LS0137  STATE/COUNTY-  NV/PERSHING
 LS0137  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0137
 LS0137                         *CURRENT SURVEY CONTROL
 LS0137  ___________________________________________________________________
 LS0137* NAD 83(1986)-  40 26 20.     (N)    118 17 29.     (W)     SCALED    
 LS0137* NAVD 88     -      1295.356  (meters)    4249.85   (feet)  ADJUSTED  
 LS0137  ___________________________________________________________________
 LS0137  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 LS0137  DYNAMIC HT  -        1294.310 (meters)    4246.42  (feet)  COMP
 LS0137  MODELED GRAV-     979,772.8   (mgal)                       NAVD 88
 LS0137
 LS0137  VERT ORDER  -  FIRST     CLASS II
 LS0137
 LS0137.The horizontal coordinates were scaled from a topographic map and have
 LS0137.an estimated accuracy of +/- 6 seconds.
 LS0137
 LS0137.The orthometric height was determined by differential leveling
 LS0137.and adjusted by the National Geodetic Survey in June 1991..
 LS0137.WARNING-Repeat measurements at this control monument indicate possible
 LS0137.vertical movement.
 LS0137
 LS0137.The geoid height was determined by GEOID03.
 LS0137
 LS0137.The dynamic height is computed by dividing the NAVD 88
 LS0137.geopotential number by the normal gravity value computed on the
 LS0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0137.degrees latitude (g = 980.6199 gals.).
 LS0137
 LS0137.The modeled gravity was interpolated from observed gravity values.
 LS0137
 LS0137;                    North         East    Units  Estimated Accuracy
 LS0137;SPC NV W     - 4,631,380.      824,770.      MT  (+/- 180 meters Scaled)
 LS0137
 LS0137                          SUPERSEDED SURVEY CONTROL
 LS0137
 LS0137  NGVD 29 (??/??/92) 1294.348  (m)         4246.54   (f) ADJ UNCH    1 2
 LS0137
 LS0137.Superseded values are not recommended for survey control.
 LS0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0137.See file dsdata.txt to determine how the superseded data were derived.
 LS0137
 LS0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE904772(NAD 83)
 LS0137_MARKER: B = BOLT
 LS0137_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LS0137_SP_SET: HEADWALL
 LS0137_MARK LOGO: NONE  
 LS0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0137+STABILITY: SURFACE MOTION
 LS0137
 LS0137  HISTORY     - Date     Condition        Report By
 LS0137  HISTORY     - UNK      MONUMENTED       SPRR
 LS0137  HISTORY     - 1953     GOOD             NGS
 LS0137  HISTORY     - 1957     GOOD             NGS
 LS0137  HISTORY     - 1986     GOOD             NGS
 LS0137
 LS0137                          STATION DESCRIPTION
 LS0137
 LS0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LS0137'0.6 MI S FROM RYE PATCH.
 LS0137'0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0137'SIDING SIGN AT RYE PATCH, 10 POLES NORTH OF MILEPOLE 365, AT 24-INCH
 LS0137'CAST IRON PIPE CULVERT, IN THE TOP OF THE NORTH END OF THE EAST
 LS0137'CONCRETE HEAD WALL, 7.6 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 LS0137'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
 LS0137
 LS0137                          STATION RECOVERY (1957)
 LS0137
 LS0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0137'RECOVERED IN GOOD CONDITION.
 LS0137
 LS0137                          STATION RECOVERY (1986)
 LS0137
 LS0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0137'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.3 KM (6.4
 LS0137'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS IN OREANA,
 LS0137'0.42 KM (0.26 MI) NORTH OF MILEPOST 127, IN TOP OF THE NORTH END OF
 LS0137'THE EAST CONCRETE HEADWALL OF A 24-INCH CULVERT UNDER THE SOUTHERN
 LS0137'PACIFIC COMPANY RAILROAD, 95.1 METERS (312 FT) WEST OF THE CENTERLINE
 LS0137'OF THE WESTBOUND LANES, 50.3 METERS (165 FT) WEST OF THE WEST 1 OF 2
 LS0137'FENCES, 2.1 METERS (7.0 FT) EAST OF THE EAST RAIL.  NOTE--THE MARK IS
 LS0137'AN IRON BOLT AND HAS NO STAMPING.
 LS0137'THE MARK IS 0.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0074 ***********************************************************************
 KR0074  DESIGNATION -  4250
 KR0074  PID         -  KR0074
 KR0074  STATE/COUNTY-  NV/CHURCHILL
 KR0074  USGS QUAD   -  DRUMM SUMMIT (1972)
 KR0074
 KR0074                         *CURRENT SURVEY CONTROL
 KR0074  ___________________________________________________________________
 KR0074* NAD 83(1986)-  39 19 39.     (N)    118 08 42.     (W)     SCALED    
 KR0074* NAVD 88     -      1294.204  (meters)    4246.07   (feet)  ADJUSTED  
 KR0074  ___________________________________________________________________
 KR0074  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 KR0074  DYNAMIC HT  -        1293.034 (meters)    4242.23  (feet)  COMP
 KR0074  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 KR0074
 KR0074  VERT ORDER  -  FIRST     CLASS II
 KR0074
 KR0074.The horizontal coordinates were scaled from a topographic map and have
 KR0074.an estimated accuracy of +/- 6 seconds.
 KR0074
 KR0074.The orthometric height was determined by differential leveling
 KR0074.and adjusted by the National Geodetic Survey in June 1991..
 KR0074
 KR0074.The geoid height was determined by GEOID03.
 KR0074
 KR0074.The dynamic height is computed by dividing the NAVD 88
 KR0074.geopotential number by the normal gravity value computed on the
 KR0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0074.degrees latitude (g = 980.6199 gals.).
 KR0074
 KR0074.The modeled gravity was interpolated from observed gravity values.
 KR0074
 KR0074;                    North         East    Units  Estimated Accuracy
 KR0074;SPC NV W     - 4,508,050.      837,790.      MT  (+/- 180 meters Scaled)
 KR0074
 KR0074                          SUPERSEDED SURVEY CONTROL
 KR0074
 KR0074  NGVD 29 (??/??/92) 1293.136  (m)         4242.56   (f) ADJ UNCH    1 2
 KR0074
 KR0074.Superseded values are not recommended for survey control.
 KR0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0074.See file dsdata.txt to determine how the superseded data were derived.
 KR0074
 KR0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD013537(NAD 83)
 KR0074_MARKER: DD = SURVEY DISK
 KR0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0074_STAMPING: 4250 1908
 KR0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0074+STABILITY: SURFACE MOTION
 KR0074
 KR0074  HISTORY     - Date     Condition        Report By
 KR0074  HISTORY     - 1908     MONUMENTED       USGS
 KR0074  HISTORY     - 1972     GOOD             USGS
 KR0074
 KR0074                          STATION DESCRIPTION
 KR0074
 KR0074'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KR0074'8.9 MI NE FROM FRENCHMEN STATION.
 KR0074'5.8 MI. EAST ALONG US HWY 50 FROM THE SERVICE STATION AT FRENCHMEN
 KR0074'STATION, THENCE 1.3 MI. NORTH (TOWARDS DIXIE VALLEY) ALONG THE NEW
 KR0074'COUNTY GRADED RD. TO WHERE IT CROSSES THE OLD COUNTY RD, THENCE 1.5
 KR0074'MI. NORTHEAST ALONG OLD COUNTY RD TO RD. FORKS, THENCE 0.3 MI. NORTH
 KR0074'(LEFT FORK ALONG OLD COUNTY RD) TO BENCH MARK.  55.8 FT NORTHWEST OF A
 KR0074'CONCRETE POST PROJECTING 0.5 FT, 50.3 FT. SOUTHWEST OF A CONCRETE POST
 KR0074'PROJECTING 0.5 FT., 20 FT. EAST AND 0.6 FT. ABOVE CENTERLINE OF THE
 KR0074'RD., 1.0 FT. SOUTH OF A METAL WITNESS POST.  A U.S. GEOLOGICAL SURVEY
 KR0074'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0138 ***********************************************************************
 LS0138  DESIGNATION -  4251.652
 LS0138  PID         -  LS0138
 LS0138  STATE/COUNTY-  NV/PERSHING
 LS0138  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0138
 LS0138                         *CURRENT SURVEY CONTROL
 LS0138  ___________________________________________________________________
 LS0138* NAD 83(1986)-  40 26 53.     (N)    118 17 25.     (W)     SCALED    
 LS0138* NAVD 88     -      1297.024  (meters)    4255.32   (feet)  ADJUSTED  
 LS0138  ___________________________________________________________________
 LS0138  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 LS0138  DYNAMIC HT  -        1295.980 (meters)    4251.89  (feet)  COMP
 LS0138  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 LS0138
 LS0138  VERT ORDER  -  FIRST     CLASS II
 LS0138
 LS0138.The horizontal coordinates were scaled from a topographic map and have
 LS0138.an estimated accuracy of +/- 6 seconds.
 LS0138
 LS0138.The orthometric height was determined by differential leveling
 LS0138.and adjusted by the National Geodetic Survey in June 1991..
 LS0138
 LS0138.The geoid height was determined by GEOID03.
 LS0138
 LS0138.The dynamic height is computed by dividing the NAVD 88
 LS0138.geopotential number by the normal gravity value computed on the
 LS0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0138.degrees latitude (g = 980.6199 gals.).
 LS0138
 LS0138.The modeled gravity was interpolated from observed gravity values.
 LS0138
 LS0138;                    North         East    Units  Estimated Accuracy
 LS0138;SPC NV W     - 4,632,400.      824,860.      MT  (+/- 180 meters Scaled)
 LS0138
 LS0138                          SUPERSEDED SURVEY CONTROL
 LS0138
 LS0138  NGVD 29 (??/??/92) 1296.03   (m)         4252.1    (f) COMPUTED    1 2
 LS0138
 LS0138.Superseded values are not recommended for survey control.
 LS0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0138.See file dsdata.txt to determine how the superseded data were derived.
 LS0138
 LS0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE905782(NAD 83)
 LS0138_MARKER: DB = BENCH MARK DISK
 LS0138_SETTING: 0 = UNSPECIFIED SETTING
 LS0138_SP_SET: SANDSTONE POST
 LS0138_STAMPING: 4251.652
 LS0138_MARK LOGO: CGS   
 LS0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0138
 LS0138  HISTORY     - Date     Condition        Report By
 LS0138  HISTORY     - UNK      MONUMENTED       CGS
 LS0138  HISTORY     - 1953     GOOD             NGS
 LS0138  HISTORY     - 1986     GOOD             NGS
 LS0138
 LS0138                          STATION DESCRIPTION
 LS0138
 LS0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LS0138'IN RYE PATCH.
 LS0138'AT RYE PATCH, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 14 RAILS
 LS0138'NORTH OF THE SIDING SIGN, 205 1/2 FEET SOUTHWEST OF MILEPOLE 366,
 LS0138'160.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 156.4 FEET WEST OF
 LS0138'THE SOUTHWEST CORNER OF THE CONCRETE BASE OF SEMAPHORE 3661, 36.8 FEET
 LS0138'EAST OF A FENCE, 16 1/2 FEET SOUTH OF THE APPROXIMATE CENTER OF AN
 LS0138'EAST-WEST DITCH, 1.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH
 LS0138'THE TRACK, AND SET IN THE TOP OF A SANDSTONE POST PROJECTING 1.0 FOOT
 LS0138'ABOVE THE GROUND.
 LS0138
 LS0138                          STATION RECOVERY (1986)
 LS0138
 LS0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0138'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.4 KM (7.1
 LS0138'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 119) IN
 LS0138'OREANA, 0.13 KM (0.08 MI) SOUTH OF MILEPOST 128, 156.1 METERS (512 FT)
 LS0138'WEST OF THE CENTERLINE OF THE WESTBOUND LANES, 62.0 METERS (203.5 FT)
 LS0138'SOUTHWEST OF SOUTHERN PACIFIC COMPANY RAILROAD MILEPOST 366,
 LS0138'48.2 METERS (158 FT) WEST OF THE WEST RAIL, 11.1 METERS (36.5 FT) EAST
 LS0138'OF A FENCE.  A DISK IN TOP OF A SANDSTONE POST PROJECTING 10 CM.
 LS0138'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LS0138'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0525 ***********************************************************************
 LR0525  DESIGNATION -  4298.782
 LR0525  PID         -  LR0525
 LR0525  STATE/COUNTY-  NV/HUMBOLDT
 LR0525  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0525
 LR0525                         *CURRENT SURVEY CONTROL
 LR0525  ___________________________________________________________________
 LR0525* NAD 83(1986)-  40 54 13.     (N)    117 48 08.     (W)     SCALED    
 LR0525* NAVD 88     -      1311.412  (meters)    4302.52   (feet)  POSTED    
 LR0525  ___________________________________________________________________
 LR0525  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 LR0525  DYNAMIC HT  -        1310.400 (meters)    4299.20  (feet)  COMP
 LR0525  MODELED GRAV-     979,811.4   (mgal)                       NAVD 88
 LR0525
 LR0525  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LR0525
 LR0525.This mark is at Winnemucca Airport (WMC)
 LR0525
 LR0525.The horizontal coordinates were scaled from a topographic map and have
 LR0525.an estimated accuracy of +/- 6 seconds.
 LR0525
 LR0525.The orthometric height was determined by differential leveling
 LR0525.and adjusted by the National Geodetic Survey in 1992..
 LR0525.No vertical observational check was made to the station.
 LR0525.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LR0525.was located on a no-check spur therefore a value was not computed.
 LR0525
 LR0525.The geoid height was determined by GEOID03.
 LR0525
 LR0525.The dynamic height is computed by dividing the NAVD 88
 LR0525.geopotential number by the normal gravity value computed on the
 LR0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0525.degrees latitude (g = 980.6199 gals.).
 LR0525
 LR0525.The modeled gravity was interpolated from observed gravity values.
 LR0525
 LR0525;                    North         East    Units  Estimated Accuracy
 LR0525;SPC NV W     - 4,683,240.      865,810.      MT  (+/- 180 meters Scaled)
 LR0525
 LR0525                          SUPERSEDED SURVEY CONTROL
 LR0525
 LR0525  NGVD 29 (??/??/92) 1310.370  (m)         4299.11   (f) ADJ UNCH    1 2
 LR0525
 LR0525.Superseded values are not recommended for survey control.
 LR0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0525.See file dsdata.txt to determine how the superseded data were derived.
 LR0525
 LR0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF324283(NAD 83)
 LR0525_MARKER: X = CHISELED CROSS
 LR0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LR0525_SP_SET: FUEL TANK
 LR0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0525
 LR0525  HISTORY     - Date     Condition        Report By
 LR0525  HISTORY     - UNK      MONUMENTED       CAB
 LR0525  HISTORY     - 1953     GOOD             NGS
 LR0525
 LR0525                          STATION DESCRIPTION
 LR0525
 LR0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0525'5.6 MI E FROM ROSE CREEK.
 LR0525'4.7 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0525'THE SIDING SIGN AT ROSE CREEK, THENCE 0.9 MILE SOUTHEAST ALONG A
 LR0525'GRAVELED ROAD, AT WINNEMUCCA AIRPORT, AT A BURIED FUEL TANK, ON TOP OF
 LR0525'THE SOUTH SIDE OF A METAL RING SET IN THE CONCRETE AROUND THE FILLING
 LR0525'CAP, 84.6 FEET NORTH OF THE NORTHWEST CORNER OF THE ADMINISTRATION
 LR0525'BUILDING AND WEATHER OFFICE, 8.0 FEET NORTHEAST OF THE NORTHWEST
 LR0525'CORNER OF THE AUXILIARY GENERATOR HOUSE, 7.8 FEET NORTHWEST OF THE
 LR0525'NORTHEAST CORNER OF THE HOUSE, ABOUT 1 FOOT HIGHER THAN THE
 LR0525'SURROUNDING GROUND, AND MARKED BY THE RED PAINTED LETTERS AND NUMBERS
 LR0525'4298.782 M.S.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0257 ***********************************************************************
 MU0257  DESIGNATION -  43
 MU0257  PID         -  MU0257
 MU0257  STATE/COUNTY-  NV/HUMBOLDT
 MU0257  USGS QUAD   -  GOLCONDA BUTTE (1983)
 MU0257
 MU0257                         *CURRENT SURVEY CONTROL
 MU0257  ___________________________________________________________________
 MU0257* NAD 83(1986)-  41 01 09.     (N)    117 36 28.     (W)     SCALED    
 MU0257* NAVD 88     -      1354.569  (meters)    4444.12   (feet)  ADJUSTED  
 MU0257  ___________________________________________________________________
 MU0257  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 MU0257  DYNAMIC HT  -        1353.557 (meters)    4440.79  (feet)  COMP
 MU0257  MODELED GRAV-     979,829.8   (mgal)                       NAVD 88
 MU0257
 MU0257  VERT ORDER  -  FIRST     CLASS II
 MU0257
 MU0257.The horizontal coordinates were scaled from a topographic map and have
 MU0257.an estimated accuracy of +/- 6 seconds.
 MU0257
 MU0257.The orthometric height was determined by differential leveling
 MU0257.and adjusted by the National Geodetic Survey in June 1991..
 MU0257
 MU0257.The geoid height was determined by GEOID03.
 MU0257
 MU0257.The dynamic height is computed by dividing the NAVD 88
 MU0257.geopotential number by the normal gravity value computed on the
 MU0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0257.degrees latitude (g = 980.6199 gals.).
 MU0257
 MU0257.The modeled gravity was interpolated from observed gravity values.
 MU0257
 MU0257;                    North         East    Units  Estimated Accuracy
 MU0257;SPC NV W     - 4,696,230.      882,050.      MT  (+/- 180 meters Scaled)
 MU0257
 MU0257                          SUPERSEDED SURVEY CONTROL
 MU0257
 MU0257  NGVD 29 (??/??/92) 1353.542  (m)         4440.75   (f) ADJ UNCH    1 2
 MU0257
 MU0257.Superseded values are not recommended for survey control.
 MU0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0257.See file dsdata.txt to determine how the superseded data were derived.
 MU0257
 MU0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF489410(NAD 83)
 MU0257_MARKER: DD = SURVEY DISK
 MU0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0257_STAMPING: BM I-001-3 (2) 43
 MU0257_MARK LOGO: NVDH  
 MU0257_PROJECTION: PROJECTING 10 CENTIMETERS
 MU0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0257+STABILITY: SURFACE MOTION
 MU0257
 MU0257  HISTORY     - Date     Condition        Report By
 MU0257  HISTORY     - UNK      MONUMENTED       NVDH
 MU0257  HISTORY     - 1958     GOOD             NGS
 MU0257  HISTORY     - 1984     GOOD             NGS
 MU0257
 MU0257                          STATION DESCRIPTION
 MU0257
 MU0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MU0257'6.85 MI NE FROM WINNEMUCCA.
 MU0257'6.85 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 MU0257'U.S. 40 AND BRIDGE STREET AT WINNEMUCCA, 287.0 FEET SOUTHEAST OF THE
 MU0257'CENTERLINE OF HIGHWAY, 187.0 FEET SOUTHEAST OF A FENCE LINE, 3.5 FEET
 MU0257'NORTHWEST OF A METAL WITNESS POST, SET IN A ROUND CONCRETE POST
 MU0257'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 MU0257
 MU0257                          STATION RECOVERY (1984)
 MU0257
 MU0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0257'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.35 KM
 MU0257'(2.7 MI) NORTHEAST ALONG STATE HIGHWAY 289 FROM THE JUNCTION OF US
 MU0257'HIGHWAY 95 AT WINNEMUCCA, THENCE 8.3 KM (5.2 MI) NORTHEAST ALONG
 MU0257'INTERSTATE 80, 0.6 KM (0.4 MI) SOUTHWEST OF MILEPOST 186, 44.2 METERS
 MU0257'(145 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE, 62.5 METERS
 MU0257'(205 FT) NORTHWEST OF THE RIGHT OF WAY FENCE, 46.6 METERS (153 FT)
 MU0257'NORTH OF THE NORTHEAST END OF A BRACE IN THE RIGHT OF WAY FENCE AND
 MU0257'1.0 METER (3.5 FT) NORTHWEST OF A STEEL POST.
 MU0257'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MU0257'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0586 ***********************************************************************
 MU0586  DESIGNATION -  43 BKC
 MU0586  PID         -  MU0586
 MU0586  STATE/COUNTY-  NV/ELKO
 MU0586  USGS QUAD   -  MC CLEARY WELLS (1973)
 MU0586
 MU0586                         *CURRENT SURVEY CONTROL
 MU0586  ___________________________________________________________________
 MU0586* NAD 83(1986)-  41 31 37.     (N)    116 50 02.     (W)     SCALED    
 MU0586* NAVD 88     -      1658.473  (meters)    5441.17   (feet)  POSTED    
 MU0586  ___________________________________________________________________
 MU0586  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 MU0586  DYNAMIC HT  -        1657.220 (meters)    5437.06  (feet)  COMP
 MU0586  MODELED GRAV-     979,806.0   (mgal)                       NAVD 88
 MU0586
 MU0586  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0586
 MU0586.The horizontal coordinates were scaled from a topographic map and have
 MU0586.an estimated accuracy of +/- 6 seconds.
 MU0586
 MU0586.The orthometric height was determined by differential leveling
 MU0586.and adjusted by the National Geodetic Survey in 1992..
 MU0586.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0586.rate of 0.0 thru 1.0 mm/km.
 MU0586
 MU0586.The geoid height was determined by GEOID03.
 MU0586
 MU0586.The dynamic height is computed by dividing the NAVD 88
 MU0586.geopotential number by the normal gravity value computed on the
 MU0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0586.degrees latitude (g = 980.6199 gals.).
 MU0586
 MU0586.The modeled gravity was interpolated from observed gravity values.
 MU0586
 MU0586;                    North         East    Units  Estimated Accuracy
 MU0586;SPC NV E     - 8,752,920.       95,640.      MT  (+/- 180 meters Scaled)
 MU0586
 MU0586                          SUPERSEDED SURVEY CONTROL
 MU0586
 MU0586.No superseded survey control is available for this station.
 MU0586
 MU0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF138972(NAD 83)
 MU0586_MARKER: DD = SURVEY DISK
 MU0586_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0586_SP_SET: COPPER-CLAD STEEL ROD
 MU0586_STAMPING: 43 BKC 1973 5437
 MU0586_MARK LOGO: USGS  
 MU0586_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0586+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0586
 MU0586  HISTORY     - Date     Condition        Report By
 MU0586  HISTORY     - 1973     MONUMENTED       USGS
 MU0586
 MU0586                          STATION DESCRIPTION
 MU0586
 MU0586'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0586'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0586'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0586'THENCE 11.2 MILES WEST ALONG ROAD, 17.1 MILES WEST OF WINTERS RANCH
 MU0586'-STONE HOUSE-, TO A Y-ROAD, 45 FEET SOUTH OF THE CENTERLINE OF THE
 MU0586'ROAD, 1 FOOT NORTH OF A WITNESS POST, SET ON A COPPER-COATED ROD
 MU0586'ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0461 ***********************************************************************
 JP0461  DESIGNATION -  43 DOR
 JP0461  PID         -  JP0461
 JP0461  STATE/COUNTY-  NV/LINCOLN
 JP0461  USGS QUAD   -  COYOTE SPRING (1971)
 JP0461
 JP0461                         *CURRENT SURVEY CONTROL
 JP0461  ___________________________________________________________________
 JP0461* NAD 83(1986)-  38 06 35.     (N)    114 47 52.     (W)     SCALED    
 JP0461* NAVD 88     -      1560.274  (meters)    5119.00   (feet)  ADJUSTED  
 JP0461  ___________________________________________________________________
 JP0461  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 JP0461  DYNAMIC HT  -        1558.597 (meters)    5113.50  (feet)  COMP
 JP0461  MODELED GRAV-     979,499.9   (mgal)                       NAVD 88
 JP0461
 JP0461  VERT ORDER  -  SECOND    CLASS 0
 JP0461
 JP0461.The horizontal coordinates were scaled from a topographic map and have
 JP0461.an estimated accuracy of +/- 6 seconds.
 JP0461
 JP0461.The orthometric height was determined by differential leveling
 JP0461.and adjusted by the National Geodetic Survey in June 1991..
 JP0461
 JP0461.The geoid height was determined by GEOID03.
 JP0461
 JP0461.The dynamic height is computed by dividing the NAVD 88
 JP0461.geopotential number by the normal gravity value computed on the
 JP0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0461.degrees latitude (g = 980.6199 gals.).
 JP0461
 JP0461.The modeled gravity was interpolated from observed gravity values.
 JP0461
 JP0461;                    North         East    Units  Estimated Accuracy
 JP0461;SPC NV E     - 8,373,070.      268,890.      MT  (+/- 180 meters Scaled)
 JP0461
 JP0461                          SUPERSEDED SURVEY CONTROL
 JP0461
 JP0461.No superseded survey control is available for this station.
 JP0461
 JP0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC930202(NAD 83)
 JP0461_MARKER: DD = SURVEY DISK
 JP0461_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0461_SP_SET: COPPER-CLAD STEEL ROD
 JP0461_STAMPING: 43 DOR 1968 5116
 JP0461_MARK LOGO: USGS  
 JP0461_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0461+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0461
 JP0461  HISTORY     - Date     Condition        Report By
 JP0461  HISTORY     - 1968     MONUMENTED       USGS
 JP0461
 JP0461                          STATION DESCRIPTION
 JP0461
 JP0461'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0461'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0461'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 13.8 MILES
 JP0461'WEST, 55 FEET NORTH OF THE ROAD, 2 FEET SOUTH OF A WITNESS SIGN, SET
 JP0461'ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0608 ***********************************************************************
 JP0608  DESIGNATION -  43 DOR
 JP0608  PID         -  JP0608
 JP0608  STATE/COUNTY-  NV/LINCOLN
 JP0608  USGS QUAD   -  SHINGLE PASS SE (1980)
 JP0608
 JP0608                         *CURRENT SURVEY CONTROL
 JP0608  ___________________________________________________________________
 JP0608* NAD 83(1986)-  38 36 46.     (N)    114 47 11.     (W)     SCALED    
 JP0608* NAVD 88     -      1946.704  (meters)    6386.81   (feet)  ADJUSTED  
 JP0608  ___________________________________________________________________
 JP0608  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 JP0608  DYNAMIC HT  -        1944.554 (meters)    6379.76  (feet)  COMP
 JP0608  MODELED GRAV-     979,454.5   (mgal)                       NAVD 88
 JP0608
 JP0608  VERT ORDER  -  SECOND    CLASS 0
 JP0608
 JP0608.The horizontal coordinates were scaled from a topographic map and have
 JP0608.an estimated accuracy of +/- 6 seconds.
 JP0608
 JP0608.The orthometric height was determined by differential leveling
 JP0608.and adjusted by the National Geodetic Survey in August 1995..
 JP0608
 JP0608.The geoid height was determined by GEOID03.
 JP0608
 JP0608.The dynamic height is computed by dividing the NAVD 88
 JP0608.geopotential number by the normal gravity value computed on the
 JP0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0608.degrees latitude (g = 980.6199 gals.).
 JP0608
 JP0608.The modeled gravity was interpolated from observed gravity values.
 JP0608
 JP0608;                    North         East    Units  Estimated Accuracy
 JP0608;SPC NV E     - 8,428,920.      269,410.      MT  (+/- 180 meters Scaled)
 JP0608
 JP0608                          SUPERSEDED SURVEY CONTROL
 JP0608
 JP0608.No superseded survey control is available for this station.
 JP0608
 JP0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC927761(NAD 83)
 JP0608_MARKER: DD = SURVEY DISK
 JP0608_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0608_SP_SET: COPPER-CLAD STEEL ROD
 JP0608_STAMPING: 43 DOR 1973 6383
 JP0608_MARK LOGO: USGS  
 JP0608_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0608
 JP0608  HISTORY     - Date     Condition        Report By
 JP0608  HISTORY     - 1973     MONUMENTED       USGS
 JP0608
 JP0608                          STATION DESCRIPTION
 JP0608
 JP0608'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0608'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0608'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 39.8 MILES
 JP0608'SOUTH TO A ROAD CROSSING, THENCE 3.2 MILES EAST AND SOUTH, 0.3 MILE
 JP0608'NORTHWEST OF A TURN SOUTH AND A T-FENCE WEST, 47 FEET SOUTHWEST OF
 JP0608'AND 2 FEET LOWER THAN THE CENTERLINE OF THE ROAD, 0.5 FOOT NORTHEAST
 JP0608'OF A FENCE, ON A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED
 JP0608'IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0572 ***********************************************************************
 MU0572  DESIGNATION -  43 FMK
 MU0572  PID         -  MU0572
 MU0572  STATE/COUNTY-  NV/ELKO
 MU0572  USGS QUAD   -  DESERT RANCH (1974)
 MU0572
 MU0572                         *CURRENT SURVEY CONTROL
 MU0572  ___________________________________________________________________
 MU0572* NAD 83(1986)-  41 40 04.     (N)    116 37 22.     (W)     SCALED    
 MU0572* NAVD 88     -      1618.632  (meters)    5310.46   (feet)  POSTED    
 MU0572  ___________________________________________________________________
 MU0572  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 MU0572  DYNAMIC HT  -        1617.430 (meters)    5306.52  (feet)  COMP
 MU0572  MODELED GRAV-     979,821.6   (mgal)                       NAVD 88
 MU0572
 MU0572  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0572
 MU0572.The horizontal coordinates were scaled from a topographic map and have
 MU0572.an estimated accuracy of +/- 6 seconds.
 MU0572
 MU0572.The orthometric height was determined by differential leveling
 MU0572.and adjusted by the National Geodetic Survey in 1992..
 MU0572.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0572.rate of 1.1 thru 2.0 mm/km.
 MU0572
 MU0572.The geoid height was determined by GEOID03.
 MU0572
 MU0572.The dynamic height is computed by dividing the NAVD 88
 MU0572.geopotential number by the normal gravity value computed on the
 MU0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0572.degrees latitude (g = 980.6199 gals.).
 MU0572
 MU0572.The modeled gravity was interpolated from observed gravity values.
 MU0572
 MU0572;                    North         East    Units  Estimated Accuracy
 MU0572;SPC NV E     - 8,768,320.      113,440.      MT  (+/- 180 meters Scaled)
 MU0572
 MU0572                          SUPERSEDED SURVEY CONTROL
 MU0572
 MU0572  NGVD 29 (??/??/92) 1617.51   (m)         5306.8    (f) COMPUTED    2 0
 MU0572
 MU0572.Superseded values are not recommended for survey control.
 MU0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0572.See file dsdata.txt to determine how the superseded data were derived.
 MU0572
 MU0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG314129(NAD 83)
 MU0572_MARKER: DD = SURVEY DISK
 MU0572_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0572_SP_SET: COPPER-CLAD STEEL ROD
 MU0572_STAMPING: 43 FMK 1973 5307
 MU0572_MARK LOGO: USGS  
 MU0572_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0572+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0572
 MU0572  HISTORY     - Date     Condition        Report By
 MU0572  HISTORY     - 1973     MONUMENTED       USGS
 MU0572
 MU0572                          STATION DESCRIPTION
 MU0572
 MU0572'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0572'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0572'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0572'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0572'ALONG ROAD, THENCE 9.9 MILES NORTH-NORTHEAST ALONG TRACK ROAD, 6.1
 MU0572'MILES SOUTH AND 0.8 MILES WEST OF DESERT RANCH, 26 FEET WEST OF THE
 MU0572'CENTERLINE OF THE ROAD, 2 FEET EAST OF A CAIRN,  A COPPER-COATED ROD
 MU0572'ENCASED IN 6-INCH BLACK PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0406 ***********************************************************************
 NW0406  DESIGNATION -  43 HEI
 NW0406  PID         -  NW0406
 NW0406  STATE/COUNTY-  NV/HUMBOLDT
 NW0406  USGS QUAD   -  OREGON BUTTE (1982)
 NW0406
 NW0406                         *CURRENT SURVEY CONTROL
 NW0406  ___________________________________________________________________
 NW0406* NAD 83(1986)-  42 02 36.     (N)    117 15 51.     (W)     SCALED    
 NW0406* NAVD 88     -      1776.723  (meters)    5829.13   (feet)  POSTED    
 NW0406  ___________________________________________________________________
 NW0406  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 NW0406  DYNAMIC HT  -        1775.430 (meters)    5824.89  (feet)  COMP
 NW0406  MODELED GRAV-     979,831.3   (mgal)                       NAVD 88
 NW0406
 NW0406  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0406
 NW0406.The horizontal coordinates were scaled from a topographic map and have
 NW0406.an estimated accuracy of +/- 6 seconds.
 NW0406
 NW0406.The orthometric height was determined by differential leveling
 NW0406.and adjusted by the National Geodetic Survey in 1992..
 NW0406.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0406.rate of 0.0 thru 1.0 mm/km.
 NW0406
 NW0406.The geoid height was determined by GEOID03.
 NW0406
 NW0406.The dynamic height is computed by dividing the NAVD 88
 NW0406.geopotential number by the normal gravity value computed on the
 NW0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0406.degrees latitude (g = 980.6199 gals.).
 NW0406
 NW0406.The modeled gravity was interpolated from observed gravity values.
 NW0406
 NW0406;                    North         East    Units  Estimated Accuracy
 NW0406;SPC NV W     - 4,810,350.      909,210.      MT  (+/- 180 meters Scaled)
 NW0406
 NW0406                          SUPERSEDED SURVEY CONTROL
 NW0406
 NW0406.No superseded survey control is available for this station.
 NW0406
 NW0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG781546(NAD 83)
 NW0406_MARKER: DD = SURVEY DISK
 NW0406_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0406_SP_SET: COPPER-CLAD STEEL ROD
 NW0406_STAMPING: 43 HEI 1974 5825
 NW0406_MARK LOGO: USGS  
 NW0406_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0406+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NW0406
 NW0406  HISTORY     - Date     Condition        Report By
 NW0406  HISTORY     - 1974     MONUMENTED       USGS
 NW0406
 NW0406                          STATION DESCRIPTION
 NW0406
 NW0406'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0406'FROM GREELY CROSSING, NEVADA, PROCEED 22.8 MILES NORTH ALONG ROAD TO
 NW0406'CROSSROADS, THENCE 7.9 MILES NORTHEAST ALONG RIGHT FORK AND GENERALLY
 NW0406'NORTH, 1.8 MILES WEST OF STAR VALLEY RANCH, ALONG A DIRT ROAD TO
 NW0406'Y-ROADS, THENCE 17.2 MILES NORTHWEST AND GENERALLY WEST TO CROSSROADS,
 NW0406'130 FEET WEST OF CROSSROADS, 51 FEET NORTH AND 1 FOOT HIGHER THAN AN
 NW0406'EAST-WEST ROAD, 33 FEET SOUTHWEST OF A NORTHWEST-SOUTHEAST ROAD, ON
 NW0406'COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE AND
 NW0406'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0519 ***********************************************************************
 LS0519  DESIGNATION -  43 HJH
 LS0519  PID         -  LS0519
 LS0519  STATE/COUNTY-  NV/PERSHING
 LS0519  USGS QUAD   -  PURGATORY PEAK (1990)
 LS0519
 LS0519                         *CURRENT SURVEY CONTROL
 LS0519  ___________________________________________________________________
 LS0519* NAD 83(1986)-  40 21 38.     (N)    119 20 13.     (W)     SCALED    
 LS0519* NAVD 88     -      1319.125  (meters)    4327.83   (feet)  ADJUSTED  
 LS0519  ___________________________________________________________________
 LS0519  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 LS0519  DYNAMIC HT  -        1318.078 (meters)    4324.39  (feet)  COMP
 LS0519  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 LS0519
 LS0519  VERT ORDER  -  SECOND    CLASS 0
 LS0519
 LS0519.The horizontal coordinates were scaled from a topographic map and have
 LS0519.an estimated accuracy of +/- 6 seconds.
 LS0519
 LS0519.The orthometric height was determined by differential leveling
 LS0519.and adjusted by the National Geodetic Survey in June 1991..
 LS0519
 LS0519.The geoid height was determined by GEOID03.
 LS0519
 LS0519.The dynamic height is computed by dividing the NAVD 88
 LS0519.geopotential number by the normal gravity value computed on the
 LS0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0519.degrees latitude (g = 980.6199 gals.).
 LS0519
 LS0519.The modeled gravity was interpolated from observed gravity values.
 LS0519
 LS0519;                    North         East    Units  Estimated Accuracy
 LS0519;SPC NV W     - 4,622,920.      735,990.      MT  (+/- 180 meters Scaled)
 LS0519
 LS0519                          SUPERSEDED SURVEY CONTROL
 LS0519
 LS0519  NGVD 29 (??/??/92) 1318.118  (m)         4324.53   (f) ADJ UNCH    2 0
 LS0519
 LS0519.Superseded values are not recommended for survey control.
 LS0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0519.See file dsdata.txt to determine how the superseded data were derived.
 LS0519
 LS0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE015703(NAD 83)
 LS0519_MARKER: DB = BENCH MARK DISK
 LS0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0519_SP_SET: CONCRETE POST
 LS0519_STAMPING: 43 HJH 1962 4325
 LS0519_MARK LOGO: USGS  
 LS0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0519+STABILITY: SURFACE MOTION
 LS0519
 LS0519  HISTORY     - Date     Condition        Report By
 LS0519  HISTORY     - 1962     MONUMENTED       USGS
 LS0519
 LS0519                          STATION DESCRIPTION
 LS0519
 LS0519'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0519'33.8 KM (21.00 MI) SOUTH FROM GERLACH.
 LS0519'21.O MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34 AT THE NORTH
 LS0519'ENTRANCE DRIVEWAY TO A STATE GRAVEL PIT, 50 FEET EAST OF THE HIGHWAY
 LS0519'CENTERLINE.
 LS0519'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0555 ***********************************************************************
 KQ0555  DESIGNATION -  43 JRH
 KQ0555  PID         -  KQ0555
 KQ0555  STATE/COUNTY-  NV/EUREKA
 KQ0555  USGS QUAD   -  EIGHTMILE WELL (1990)
 KQ0555
 KQ0555                         *CURRENT SURVEY CONTROL
 KQ0555  ___________________________________________________________________
 KQ0555* NAD 83(1994)-  39 08 56.83082(N)    116 05 11.68416(W)     ADJUSTED  
 KQ0555* NAVD 88     -      1984.09   (+/-2cm)    6509.5    (feet)  VERTCON   
 KQ0555  ___________________________________________________________________
 KQ0555  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 KQ0555  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 KQ0555
 KQ0555  HORZ ORDER  -  THIRD
 KQ0555  VERT ORDER  -  THIRD ? (See Below)
 KQ0555
 KQ0555.The horizontal coordinates were established by classical geodetic methods
 KQ0555.and adjusted by the National Geodetic Survey in June 1998..
 KQ0555
 KQ0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0555.The vertical order pertains to the NGVD 29 superseded value.
 KQ0555
 KQ0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0555
 KQ0555.The geoid height was determined by GEOID03.
 KQ0555
 KQ0555;                    North         East     Units Scale Factor Converg.
 KQ0555;SPC NV E     - 8,488,272.246   156,501.533   MT  0.99992329   -0 19 03.8
 KQ0555;SPC NV E     -27,848,606.53    513,455.45   sFT  0.99992329   -0 19 03.8
 KQ0555;UTM  11      - 4,333,721.994   578,929.127   MT  0.99967671   +0 34 36.2
 KQ0555
 KQ0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0555!SPC NV E     -   0.99969217  x   0.99992329  =   0.99961548
 KQ0555!UTM  11      -   0.99969217  x   0.99967671  =   0.99936898
 KQ0555
 KQ0555                          SUPERSEDED SURVEY CONTROL
 KQ0555
 KQ0555  NAD 83(1986)-  39 08 56.82847(N)    116 05 11.68285(W) AD(       ) 3
 KQ0555  NGVD 29 (04/13/94) 1982.80   (m)         6505.2    (f) LEVELING    3  
 KQ0555
 KQ0555.Superseded values are not recommended for survey control.
 KQ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0555.See file dsdata.txt to determine how the superseded data were derived.
 KQ0555
 KQ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND7892933722(NAD 83)
 KQ0555_MARKER: DB = BENCH MARK DISK
 KQ0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0555
 KQ0555  HISTORY     - Date     Condition        Report By
 KQ0555  HISTORY     - 1954     MONUMENTED       USGS
 KQ0555
 KQ0555                          STATION DESCRIPTION
 KQ0555
 KQ0555'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KQ0555'DESCRIBED IN 1954 LEVEL LINE BY USGS (PV 240A) AS FOLLOW.
 KQ0555'
 KQ0555'3C RANCH, 15.8 MI. S. OF, 9.8 MI. SW. OF FISH CREEK RANCH ALONG
 KQ0555'COUNTY RD., AT RD. FORK TO 3C RANCH, 0.1 MI. E OF WIDE DRAIN, 125
 KQ0555'FT. N. OF RD. FORKS, 66 FT. W. OF CENTER OF COUNTY RD., IN CONCRETE
 KQ0555'POST, STANDARD TABLET STAMPED----43 JRH 6505 1954---.
 KQ0555'
 KQ0555'NOTE BY USGS, 1955  STATION WAS FOUND AS DESCRIBED.
 KQ0555'
 KQ0555'LOCATED ABOUT 30.0 MI. SW. OF EUREKA, 30.0 MI. NW. OF DUCKWATER AND
 KQ0555'65 FT. W. OF DIRT RD.
 KQ0555'
 KQ0555'STATION MARK  STANDARD TABLET STAMPED----43 JRH 6505 1954----SET IN
 KQ0555'CONCRETE POST.
 KQ0555'
 KQ0555'REFERENCE MARK NO. 1  BLACK POINT ON ROCK OUTCROP, 60.05 FT. FROM
 KQ0555'STATION MARK 200 DEGREES 40 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0497 ***********************************************************************
 MV0497  DESIGNATION -  43 LRC
 MV0497  PID         -  MV0497
 MV0497  STATE/COUNTY-  NV/HUMBOLDT
 MV0497  USGS QUAD   -  PIDGEON SPRING SW (1980)
 MV0497
 MV0497                         *CURRENT SURVEY CONTROL
 MV0497  ___________________________________________________________________
 MV0497* NAD 83(1986)-  41 01 40.     (N)    118 53 57.     (W)     SCALED    
 MV0497* NAVD 88     -      1201.541  (meters)    3942.06   (feet)  ADJUSTED  
 MV0497  ___________________________________________________________________
 MV0497  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 MV0497  DYNAMIC HT  -        1200.687 (meters)    3939.25  (feet)  COMP
 MV0497  MODELED GRAV-     979,871.9   (mgal)                       NAVD 88
 MV0497
 MV0497  VERT ORDER  -  SECOND    CLASS 0
 MV0497
 MV0497.The horizontal coordinates were scaled from a topographic map and have
 MV0497.an estimated accuracy of +/- 6 seconds.
 MV0497
 MV0497.The orthometric height was determined by differential leveling
 MV0497.and adjusted by the National Geodetic Survey in June 1991..
 MV0497
 MV0497.The geoid height was determined by GEOID03.
 MV0497
 MV0497.The dynamic height is computed by dividing the NAVD 88
 MV0497.geopotential number by the normal gravity value computed on the
 MV0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0497.degrees latitude (g = 980.6199 gals.).
 MV0497
 MV0497.The modeled gravity was interpolated from observed gravity values.
 MV0497
 MV0497;                    North         East    Units  Estimated Accuracy
 MV0497;SPC NV W     - 4,696,780.      773,440.      MT  (+/- 180 meters Scaled)
 MV0497
 MV0497                          SUPERSEDED SURVEY CONTROL
 MV0497
 MV0497.No superseded survey control is available for this station.
 MV0497
 MV0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF403435(NAD 83)
 MV0497_MARKER: DD = SURVEY DISK
 MV0497_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MV0497_SP_SET: PREFAB CONC. POST IN EARTH
 MV0497_STAMPING: 43 LRC 1972 3939
 MV0497_MARK LOGO: USGS  
 MV0497_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MV0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0497+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0497
 MV0497  HISTORY     - Date     Condition        Report By
 MV0497  HISTORY     - 1972     MONUMENTED       USGS
 MV0497
 MV0497                          STATION DESCRIPTION
 MV0497
 MV0497'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0497'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0497'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0497'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0497'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 5.0 MILES NORTH
 MV0497'ALONG TRACK ROAD, 21.6 MILES SOUTH OF PAHUTE MEADOW RANCH, 4.7 MILES
 MV0497'NORTH OF BLACK ROCK POINT, AT THE WEST EDGE OF BLACK ROCK DESERT AND
 MV0497'TO THE TOP OF A MOUND, 120 FEET SOUTHEAST OF A DRAIN CROSSING AND 78
 MV0497'FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A WITNESS
 MV0497'POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0960 ***********************************************************************
 LR0960  DESIGNATION -  43 O
 LR0960  PID         -  LR0960
 LR0960  STATE/COUNTY-  NV/LANDER
 LR0960  USGS QUAD   -  SHEEP CREEK RANGE NW (1965)
 LR0960
 LR0960                         *CURRENT SURVEY CONTROL
 LR0960  ___________________________________________________________________
 LR0960* NAD 83(1986)-  40 58 42.     (N)    116 41 07.     (W)     SCALED    
 LR0960* NAVD 88     -      1497.356  (meters)    4912.58   (feet)  POSTED    
 LR0960  ___________________________________________________________________
 LR0960  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 LR0960  DYNAMIC HT  -        1496.180 (meters)    4908.72  (feet)  COMP
 LR0960  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 LR0960
 LR0960  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0960
 LR0960.The horizontal coordinates were scaled from a topographic map and have
 LR0960.an estimated accuracy of +/- 6 seconds.
 LR0960
 LR0960.The orthometric height was determined by differential leveling
 LR0960.and adjusted by the National Geodetic Survey in 1992..
 LR0960.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0960.rate of 0.0 thru 1.0 mm/km.
 LR0960
 LR0960.The geoid height was determined by GEOID03.
 LR0960
 LR0960.The dynamic height is computed by dividing the NAVD 88
 LR0960.geopotential number by the normal gravity value computed on the
 LR0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0960.degrees latitude (g = 980.6199 gals.).
 LR0960
 LR0960.The modeled gravity was interpolated from observed gravity values.
 LR0960
 LR0960;                    North         East    Units  Estimated Accuracy
 LR0960;SPC NV C     - 6,691,240.      498,430.      MT  (+/- 180 meters Scaled)
 LR0960
 LR0960                          SUPERSEDED SURVEY CONTROL
 LR0960
 LR0960.No superseded survey control is available for this station.
 LR0960
 LR0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF264364(NAD 83)
 LR0960_MARKER: DD = SURVEY DISK
 LR0960_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LR0960_SP_SET: PREFAB CONC. POST IN EARTH
 LR0960_STAMPING: 43 O 1963
 LR0960_MARK LOGO: USGS  
 LR0960_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0960+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0960
 LR0960  HISTORY     - Date     Condition        Report By
 LR0960  HISTORY     - 1963     MONUMENTED       USGS
 LR0960
 LR0960                          STATION DESCRIPTION
 LR0960
 LR0960'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0960'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0960'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 LR0960'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 LR0960'NORTHEAST ALONG ROAD, THENCE 10.9 MILES NORTHEAST ALONG ROAD, 2.2
 LR0960'MILES SOUTHWEST OF WIRE CORRAL RANCH, 0.25 MILES NORTHEAST OF A CURVE
 LR0960'IN THE ROAD, 45 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 5 FEET
 LR0960'SOUTHWEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0682 ***********************************************************************
 GS0682  DESIGNATION -  43 TJS
 GS0682  PID         -  GS0682
 GS0682  STATE/COUNTY-  NV/NYE
 GS0682  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0682
 GS0682                         *CURRENT SURVEY CONTROL
 GS0682  ___________________________________________________________________
 GS0682* NAD 83(1986)-  36 50 50.     (N)    116 28 03.     (W)     SCALED    
 GS0682* NAVD 88     -      1496.893  (meters)    4911.06   (feet)  ADJUSTED  
 GS0682  ___________________________________________________________________
 GS0682  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GS0682  DYNAMIC HT  -        1495.207 (meters)    4905.52  (feet)  COMP
 GS0682  MODELED GRAV-     979,451.4   (mgal)                       NAVD 88
 GS0682
 GS0682  VERT ORDER  -  FIRST     CLASS I
 GS0682
 GS0682.The horizontal coordinates were scaled from a topographic map and have
 GS0682.an estimated accuracy of +/- 6 seconds.
 GS0682
 GS0682.The orthometric height was determined by differential leveling
 GS0682.and adjusted by the National Geodetic Survey in May 2004..
 GS0682
 GS0682.The geoid height was determined by GEOID03.
 GS0682
 GS0682.The dynamic height is computed by dividing the NAVD 88
 GS0682.geopotential number by the normal gravity value computed on the
 GS0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0682.degrees latitude (g = 980.6199 gals.).
 GS0682
 GS0682.The modeled gravity was interpolated from observed gravity values.
 GS0682
 GS0682;                    North         East    Units  Estimated Accuracy
 GS0682;SPC NV C     - 6,232,690.      517,760.      MT  (+/- 180 meters Scaled)
 GS0682
 GS0682                          SUPERSEDED SURVEY CONTROL
 GS0682
 GS0682  NAVD 88 (??/??/92) 1496.905  (m)         4911.10   (f) UNKNOWN     3 0
 GS0682  NGVD 29 (05/01/91) 1495.976  (m)         4908.05   (f) ADJUSTED    1 1
 GS0682
 GS0682.Superseded values are not recommended for survey control.
 GS0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0682.See file dsdata.txt to determine how the superseded data were derived.
 GS0682
 GS0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA474780(NAD 83)
 GS0682_MARKER: DB = BENCH MARK DISK
 GS0682_SETTING: 66 = SET IN ROCK OUTCROP
 GS0682_SP_SET: BEDROCK
 GS0682_STAMPING: 43 TJS 1983
 GS0682_MARK LOGO: USGS  
 GS0682_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0682+STABILITY: POSITION/ELEVATION WELL
 GS0682
 GS0682  HISTORY     - Date     Condition        Report By
 GS0682  HISTORY     - 1983     MONUMENTED       USGS
 GS0682  HISTORY     - 1986     GOOD             USGS
 GS0682  HISTORY     - 1988     GOOD             USGS
 GS0682  HISTORY     - 19910403 GOOD             USGS
 GS0682  HISTORY     - 19930126 GOOD             USGS
 GS0682  HISTORY     - 19950202 GOOD             USGS
 GS0682
 GS0682                          STATION DESCRIPTION
 GS0682
 GS0682'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0682'60.9 KM (37.85 MI) NW FROM MERCURY.
 GS0682'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0682'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0682'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0682'INTERSECTION OF ROADS F AND H (1.3 MILES NORTHWEST OF THE GUARD
 GS0682'STATION), TURN WEST ONTO ROAD H AND PROCEED 7.9 MILES TO THE WEST
 GS0682'EDGE OF FORTYMILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED
 GS0682'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0682'4.85 MILES TO AN INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN
 GS0682'NORTH ALONG THE TOP OF THE RIDGE 0.57 MILES, 51 FEET WEST OF THE
 GS0682'CENTERLINE OF THE ROAD.
 GS0682'THE MARK IS 3 FT  S FROM  A ROCK CAIRN
 GS0682
 GS0682                          STATION RECOVERY (1986)
 GS0682
 GS0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0682'RECOVERED IN GOOD CONDITION.
 GS0682
 GS0682                          STATION RECOVERY (1988)
 GS0682
 GS0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0682'RECOVERED IN GOOD CONDITION.
 GS0682
 GS0682                          STATION RECOVERY (1991)
 GS0682
 GS0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0682'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0682'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0682'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0682'INTERSECTION OF ROADS F AND H (1.3 MILES NORTHWEST OF THE GUARD
 GS0682'STATION), TURN WEST ONTO ROAD H AND PROCEED 7.9 MILES TO THE WEST
 GS0682'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED
 GS0682'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0682'4.85 MILES TO AN INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN
 GS0682'NORTH ALONG THE TOP OF THE RIDGE 0.57 MILE, 51 FEET WEST OF THE
 GS0682'CENTERLINE OF THE ROAD.
 GS0682
 GS0682                          STATION RECOVERY (1993)
 GS0682
 GS0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0682'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0682'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0682'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES
 GS0682'(36.4 KM) TO THE INTERSECTION OF ROADS F AND H (1.3 MI (2.1 KM)
 GS0682'NORTHWEST OF THE GUARD STATION), TURN WEST ONTO ROAD H AND PROCEED 7.9
 GS0682'MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH, TURN SOUTH ONTO
 GS0682'A GRAVEL ROAD AND PROCEED 1.95 MILES (3.14 KM) TO A BEND AT THE
 GS0682'BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 4.85 MILES (7.81 KM) TO AN
 GS0682'INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN NORTH ALONG THE TOP
 GS0682'OF THE RIDGE 0.57 MILE (0.92 KM), 51 FEET (15.5 M) WEST OF THE
 GS0682'CENTERLINE OF THE ROAD.
 GS0682
 GS0682                          STATION RECOVERY (1995)
 GS0682
 GS0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0682'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0780 ***********************************************************************
 JR0780  DESIGNATION -  4300
 JR0780  PID         -  JR0780
 JR0780  STATE/COUNTY-  NV/MINERAL
 JR0780  USGS QUAD   -  MURPHYS WELL (1980)
 JR0780
 JR0780                         *CURRENT SURVEY CONTROL
 JR0780  ___________________________________________________________________
 JR0780* NAD 83(1986)-  38 57 54.     (N)    118 20 12.     (W)     SCALED    
 JR0780* NAVD 88     -      1309.64   (+/-2cm)    4296.7    (feet)  VERTCON   
 JR0780  ___________________________________________________________________
 JR0780  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 JR0780
 JR0780  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0780
 JR0780.The horizontal coordinates were scaled from a topographic map and have
 JR0780.an estimated accuracy of +/- 6 seconds.
 JR0780
 JR0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0780.The vertical order pertains to the NGVD 29 superseded value.
 JR0780
 JR0780.The geoid height was determined by GEOID03.
 JR0780
 JR0780;                    North         East    Units  Estimated Accuracy
 JR0780;SPC NV W     - 4,467,740.      821,380.      MT  (+/- 180 meters Scaled)
 JR0780
 JR0780                          SUPERSEDED SURVEY CONTROL
 JR0780
 JR0780  NGVD 29 (??/??/92) 1308.584  (m)         4293.25   (f) ADJ UNCH    1 2
 JR0780
 JR0780.Superseded values are not recommended for survey control.
 JR0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0780.See file dsdata.txt to determine how the superseded data were derived.
 JR0780
 JR0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD841137(NAD 83)
 JR0780_MARKER: P = PIPE CAP
 JR0780_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0780_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0780_STAMPING: 4300 1908
 JR0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0780
 JR0780  HISTORY     - Date     Condition        Report By
 JR0780  HISTORY     - 1908     MONUMENTED       USGS
 JR0780  HISTORY     - 1955     GOOD             NGS
 JR0780
 JR0780                          STATION DESCRIPTION
 JR0780
 JR0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0780'4.8 MI SE FROM RAWHIDE.
 JR0780'2.9 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE GRUTT
 JR0780'BROTHERS MINING COMPANY OFFICE AT RAWHIDE, THENCE 1.8 MILES
 JR0780'SOUTHEAST ALONG A GRADED ROAD ALONG THE NORTHEAST SIDE OF A
 JR0780'WIDE DRY WASH, THENCE 0.1 MILE SOUTHEAST ALONG A NARROW DIRT
 JR0780'ROAD, AT THE CROSSING OF A POWER LINE, 46 FEET SOUTHWEST OF THE
 JR0780'CENTER LINE OF THE ROAD, 1.2 FEET NORTHEAST OF A WITNESS POST,
 JR0780'ABOUT LEVEL WITH THE ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 JR0780'IRON PIPE WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0087 ***********************************************************************
 JR0087  DESIGNATION -  4326
 JR0087  PID         -  JR0087
 JR0087  STATE/COUNTY-  NV/MINERAL
 JR0087  USGS QUAD   -  HAWTHORNE WEST (1987)
 JR0087
 JR0087                         *CURRENT SURVEY CONTROL
 JR0087  ___________________________________________________________________
 JR0087* NAD 83(1986)-  38 31 32.     (N)    118 37 39.     (W)     SCALED    
 JR0087* NAVD 88     -      1317.90   (+/-2cm)    4323.8    (feet)  VERTCON   
 JR0087  ___________________________________________________________________
 JR0087  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 JR0087
 JR0087  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0087
 JR0087.The horizontal coordinates were scaled from a topographic map and have
 JR0087.an estimated accuracy of +/- 6 seconds.
 JR0087
 JR0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0087.The vertical order pertains to the NGVD 29 superseded value.
 JR0087
 JR0087.The geoid height was determined by GEOID03.
 JR0087
 JR0087;                    North         East    Units  Estimated Accuracy
 JR0087;SPC NV W     - 4,418,940.      796,150.      MT  (+/- 180 meters Scaled)
 JR0087
 JR0087                          SUPERSEDED SURVEY CONTROL
 JR0087
 JR0087  NGVD 29 (??/??/92) 1316.782  (m)         4320.14   (f) ADJ UNCH    2 0
 JR0087
 JR0087.Superseded values are not recommended for survey control.
 JR0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0087.See file dsdata.txt to determine how the superseded data were derived.
 JR0087
 JR0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC581653(NAD 83)
 JR0087_MARKER: DD = SURVEY DISK
 JR0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JR0087_SP_SET: BUILDING
 JR0087_STAMPING: ELEV 4326
 JR0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0087
 JR0087  HISTORY     - Date     Condition        Report By
 JR0087  HISTORY     - UNK      MONUMENTED       USGS
 JR0087  HISTORY     - 1940     GOOD             NGS
 JR0087  HISTORY     - 1953     MARK NOT FOUND   NGS
 JR0087
 JR0087                          STATION DESCRIPTION
 JR0087
 JR0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0087'AT HAWTHORNE.
 JR0087'AT COURT HOUSE 1 FOOT SOUTH OF THE NORTHEAST CORNER OF MINERAL
 JR0087'COUNTY COURT HOUSE, 6 INCHES ABOVE THE GROUND.  A STANDARD
 JR0087'GEOLOGICAL DISK SET VERTICAL IN BRICK WALL.
 JR0087
 JR0087                          STATION RECOVERY (1953)
 JR0087
 JR0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 JR0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0859 ***********************************************************************
 KR0859  DESIGNATION -  4334
 KR0859  PID         -  KR0859
 KR0859  STATE/COUNTY-  NV/LYON
 KR0859  USGS QUAD   -  MASON BUTTE (1993)
 KR0859
 KR0859                         *CURRENT SURVEY CONTROL
 KR0859  ___________________________________________________________________
 KR0859* NAD 83(1986)-  39 04 32.     (N)    119 10 52.     (W)     SCALED    
 KR0859* NAVD 88     -      1322.59   (+/-2cm)    4339.2    (feet)  VERTCON   
 KR0859  ___________________________________________________________________
 KR0859  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 KR0859
 KR0859  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0859
 KR0859.The horizontal coordinates were scaled from a topographic map and have
 KR0859.an estimated accuracy of +/- 6 seconds.
 KR0859
 KR0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0859.The vertical order pertains to the NGVD 29 superseded value.
 KR0859
 KR0859.The geoid height was determined by GEOID03.
 KR0859
 KR0859;                    North         East    Units  Estimated Accuracy
 KR0859;SPC NV W     - 4,480,160.      748,280.      MT  (+/- 180 meters Scaled)
 KR0859
 KR0859                          SUPERSEDED SURVEY CONTROL
 KR0859
 KR0859  NGVD 29 (??/??/92) 1321.583  (m)         4335.89   (f) ADJ UNCH    2 0
 KR0859
 KR0859.Superseded values are not recommended for survey control.
 KR0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0859.See file dsdata.txt to determine how the superseded data were derived.
 KR0859
 KR0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD113274(NAD 83)
 KR0859_MARKER: P = PIPE CAP
 KR0859_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0859_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0859_STAMPING: 4334 WAB
 KR0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0859
 KR0859  HISTORY     - Date     Condition        Report By
 KR0859  HISTORY     - UNK      MONUMENTED       USGS
 KR0859  HISTORY     - 1951     GOOD             NGS
 KR0859
 KR0859                          STATION DESCRIPTION
 KR0859
 KR0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0859'4.5 MI S FROM WABUSKA.
 KR0859'4.5 MILES SOUTH ALONG U. S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 KR0859'COMPANY RAILROAD STATION AT WABUSKA, 0.1 MILES SOUTHEAST OF A FARM
 KR0859'HOUSE TO THE WEST OF THE HIGHWAY, 97 FEET SOUTHWEST OF A T
 KR0859'INTERSECTION OF THE HIGHWAY AND A DIRT ROAD LEADING EAST TO A FARM
 KR0859'HOUSE, 29 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTH
 KR0859'OF TELEPHONE POLE NO. 988, 1.8 FEET SOUTH OF A WITNESS POST, AND
 KR0859'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FEET ABOVE
 KR0859'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0865 ***********************************************************************
 KR0865  DESIGNATION -  4353.6
 KR0865  PID         -  KR0865
 KR0865  STATE/COUNTY-  NV/LYON
 KR0865  USGS QUAD   -  MASON BUTTE (1993)
 KR0865
 KR0865                         *CURRENT SURVEY CONTROL
 KR0865  ___________________________________________________________________
 KR0865* NAD 83(1986)-  39 02 59.     (N)    119 10 53.     (W)     SCALED    
 KR0865* NAVD 88     -      1326.66   (+/-2cm)    4352.6    (feet)  VERTCON   
 KR0865  ___________________________________________________________________
 KR0865  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 KR0865
 KR0865  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0865
 KR0865.The horizontal coordinates were scaled from a topographic map and have
 KR0865.an estimated accuracy of +/- 6 seconds.
 KR0865
 KR0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0865.The vertical order pertains to the NGVD 29 superseded value.
 KR0865
 KR0865.The geoid height was determined by GEOID03.
 KR0865
 KR0865;                    North         East    Units  Estimated Accuracy
 KR0865;SPC NV W     - 4,477,290.      748,230.      MT  (+/- 180 meters Scaled)
 KR0865
 KR0865                          SUPERSEDED SURVEY CONTROL
 KR0865
 KR0865  NGVD 29 (??/??/92) 1325.644  (m)         4349.22   (f) ADJ UNCH    2 0
 KR0865
 KR0865.Superseded values are not recommended for survey control.
 KR0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0865.See file dsdata.txt to determine how the superseded data were derived.
 KR0865
 KR0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD112245(NAD 83)
 KR0865_MARKER: P = PIPE CAP
 KR0865_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0865_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0865_STAMPING: 4 3536 SP
 KR0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0865
 KR0865  HISTORY     - Date     Condition        Report By
 KR0865  HISTORY     - UNK      MONUMENTED       USGS
 KR0865  HISTORY     - 1951     GOOD             NGS
 KR0865
 KR0865                          STATION DESCRIPTION
 KR0865
 KR0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0865'5.8 MI N FROM YERINGTON.
 KR0865'5.8 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE COURTHOUSE IN
 KR0865'YERINGTON, 0.1 MILES NORTH OF A DIRT ROAD LEADING EAST TO THE MASON
 KR0865'VALLEY RANCH, 68 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM
 KR0865'HOUSE, 32 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF
 KR0865'A WIRE FENCE, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 KR0865'PROJECTING 1.9 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1041 ***********************************************************************
 KR1041  DESIGNATION -  43550
 KR1041  PID         -  KR1041
 KR1041  STATE/COUNTY-  NV/LYON
 KR1041  USGS QUAD   -  FLOWERY PEAK (1994)
 KR1041
 KR1041                         *CURRENT SURVEY CONTROL
 KR1041  ___________________________________________________________________
 KR1041* NAD 83(1986)-  39 15 55.     (N)    119 34 43.     (W)     SCALED    
 KR1041* NAVD 88     -      1328.51   (+/-2cm)    4358.6    (feet)  VERTCON   
 KR1041  ___________________________________________________________________
 KR1041  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 KR1041
 KR1041  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1041
 KR1041.The horizontal coordinates were scaled from a topographic map and have
 KR1041.an estimated accuracy of +/- 6 seconds.
 KR1041
 KR1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1041.The vertical order pertains to the NGVD 29 superseded value.
 KR1041
 KR1041.The geoid height was determined by GEOID03.
 KR1041
 KR1041;                    North         East    Units  Estimated Accuracy
 KR1041;SPC NV W     - 4,501,520.      714,110.      MT  (+/- 180 meters Scaled)
 KR1041
 KR1041                          SUPERSEDED SURVEY CONTROL
 KR1041
 KR1041  NGVD 29 (??/??/92) 1327.452  (m)         4355.15   (f) ADJ UNCH    2 0
 KR1041
 KR1041.Superseded values are not recommended for survey control.
 KR1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1041.See file dsdata.txt to determine how the superseded data were derived.
 KR1041
 KR1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD775493(NAD 83)
 KR1041_MARKER: Z = SEE DESCRIPTION
 KR1041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1041_SP_SET: CULVERT
 KR1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1041
 KR1041  HISTORY     - Date     Condition        Report By
 KR1041  HISTORY     - UNK      MONUMENTED       RBNF
 KR1041  HISTORY     - 1935     GOOD             NGS
 KR1041  HISTORY     - 1967     MARK NOT FOUND   NGS
 KR1041  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1041
 KR1041                          STATION DESCRIPTION
 KR1041
 KR1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KR1041'2 MI NE FROM DAYTON.
 KR1041'2 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM DAYTON, LYON COUNTY, AT
 KR1041'THE CROSSING OF A ROAD LEADING TO THE BURALI RANCH, 50 FEET SOUTHEAST
 KR1041'OF THE CENTERLINE OF THE ROAD, 76 FEET EAST OF THE CENTERLINE OF THE
 KR1041'HIGHWAY, AND ABOUT 90 FEET SOUTHEAST OF A SMALL CULVERT.  AN IRON
 KR1041'PIPE, WITH BOARD PAINTED 43550.
 KR1041
 KR1041                          STATION RECOVERY (1967)
 KR1041
 KR1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KR1041'MARK NOT FOUND.
 KR1041
 KR1041                          STATION RECOVERY (2003)
 KR1041
 KR1041'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0866 ***********************************************************************
 KR0866  DESIGNATION -  4359
 KR0866  PID         -  KR0866
 KR0866  STATE/COUNTY-  NV/LYON
 KR0866  USGS QUAD   -  MASON BUTTE (1993)
 KR0866
 KR0866                         *CURRENT SURVEY CONTROL
 KR0866  ___________________________________________________________________
 KR0866* NAD 83(1986)-  39 01 55.     (N)    119 10 54.     (W)     SCALED    
 KR0866* NAVD 88     -      1330.39   (+/-2cm)    4364.8    (feet)  VERTCON   
 KR0866  ___________________________________________________________________
 KR0866  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 KR0866
 KR0866  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0866
 KR0866.The horizontal coordinates were scaled from a topographic map and have
 KR0866.an estimated accuracy of +/- 6 seconds.
 KR0866
 KR0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0866.The vertical order pertains to the NGVD 29 superseded value.
 KR0866
 KR0866.The geoid height was determined by GEOID03.
 KR0866
 KR0866;                    North         East    Units  Estimated Accuracy
 KR0866;SPC NV W     - 4,475,320.      748,200.      MT  (+/- 180 meters Scaled)
 KR0866
 KR0866                          SUPERSEDED SURVEY CONTROL
 KR0866
 KR0866  NGVD 29 (??/??/92) 1329.37   (m)         4361.4    (f) COMPUTED    2 0
 KR0866
 KR0866.Superseded values are not recommended for survey control.
 KR0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0866.See file dsdata.txt to determine how the superseded data were derived.
 KR0866
 KR0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD111225(NAD 83)
 KR0866_MARKER: P = PIPE CAP
 KR0866_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0866_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0866_STAMPING: 4 359 WAB
 KR0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0866
 KR0866  HISTORY     - Date     Condition        Report By
 KR0866  HISTORY     - UNK      MONUMENTED       USGS
 KR0866  HISTORY     - 1951     GOOD             NGS
 KR0866
 KR0866                          STATION DESCRIPTION
 KR0866
 KR0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0866'4.5 MI N FROM YERINGTON.
 KR0866'4.5 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE COURTHOUSE IN
 KR0866'YERINGTON, 0.6 MILES SOUTH OF A WHITE SCHOOL BUILDING, ABOUT 200 YARDS
 KR0866'SOUTHEAST OF A FARM HOUSE, 43 FEET NORTHWEST OF THE WEST END OF A
 KR0866'SMALL CONCRETE CULVERT, 28 FEET WEST OF THE CENTER LINE OF THE
 KR0866'HIGHWAY, 25 FEET NORTH OF A TELEPHONE POLE, 5.6 FEET EAST OF A WIRE
 KR0866'FENCE, 2.5 FEET SOUTH OF A WITNESS POST, AND RIVETED TO THE TOP OF A 3
 KR0866'1/2-INCH IRON PIPE PROJECTING ABOUT ONE FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0807 ***********************************************************************
 JR0807  DESIGNATION -  4366
 JR0807  PID         -  JR0807
 JR0807  STATE/COUNTY-  NV/NYE
 JR0807  USGS QUAD   -  MOUNT ANNIE SE (1979)
 JR0807
 JR0807                         *CURRENT SURVEY CONTROL
 JR0807  ___________________________________________________________________
 JR0807* NAD 83(1986)-  38 50 10.     (N)    118 06 02.     (W)     SCALED    
 JR0807* NAVD 88     -      1329.69   (+/-2cm)    4362.5    (feet)  VERTCON   
 JR0807  ___________________________________________________________________
 JR0807  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 JR0807
 JR0807  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0807
 JR0807.The horizontal coordinates were scaled from a topographic map and have
 JR0807.an estimated accuracy of +/- 6 seconds.
 JR0807
 JR0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0807.The vertical order pertains to the NGVD 29 superseded value.
 JR0807
 JR0807.The geoid height was determined by GEOID03.
 JR0807
 JR0807;                    North         East    Units  Estimated Accuracy
 JR0807;SPC NV C     - 6,454,380.      375,510.      MT  (+/- 180 meters Scaled)
 JR0807
 JR0807                          SUPERSEDED SURVEY CONTROL
 JR0807
 JR0807  NGVD 29 (??/??/92) 1328.651  (m)         4359.08   (f) ADJ UNCH    1 2
 JR0807
 JR0807.Superseded values are not recommended for survey control.
 JR0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0807.See file dsdata.txt to determine how the superseded data were derived.
 JR0807
 JR0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC044991(NAD 83)
 JR0807_MARKER: P = PIPE CAP
 JR0807_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0807_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0807_STAMPING: 4366 1908
 JR0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0807
 JR0807  HISTORY     - Date     Condition        Report By
 JR0807  HISTORY     - 1908     MONUMENTED       USGS
 JR0807  HISTORY     - 1955     GOOD             NGS
 JR0807
 JR0807                          STATION DESCRIPTION
 JR0807
 JR0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0807'9.7 MI SE FROM HOT SPRING.
 JR0807'0.2 MILE SOUTH ALONG A TRACK ROAD FROM HOT SPRING, THENCE 2.7
 JR0807'MILES SOUTH ALONG A GRADED ROAD, THENCE 6.8 MILES SOUTHEAST ALONG
 JR0807'A NARROW DIRT ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JR0807'1.4 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE
 JR0807'ROAD, AND RIVETED ON THETOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 JR0807'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0337 ***********************************************************************
 JR0337  DESIGNATION -  4382
 JR0337  PID         -  JR0337
 JR0337  STATE/COUNTY-  NV/LYON
 JR0337  USGS QUAD   -  YERINGTON (1986)
 JR0337
 JR0337                         *CURRENT SURVEY CONTROL
 JR0337  ___________________________________________________________________
 JR0337* NAD 83(1986)-  38 59 09.     (N)    119 09 47.     (W)     SCALED    
 JR0337* NAVD 88     -      1337.36   (+/-2cm)    4387.7    (feet)  VERTCON   
 JR0337  ___________________________________________________________________
 JR0337  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 JR0337
 JR0337  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0337
 JR0337.The horizontal coordinates were scaled from a topographic map and have
 JR0337.an estimated accuracy of +/- 6 seconds.
 JR0337
 JR0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0337.The vertical order pertains to the NGVD 29 superseded value.
 JR0337
 JR0337.The geoid height was determined by GEOID03.
 JR0337
 JR0337;                    North         East    Units  Estimated Accuracy
 JR0337;SPC NV W     - 4,470,190.      749,780.      MT  (+/- 180 meters Scaled)
 JR0337
 JR0337                          SUPERSEDED SURVEY CONTROL
 JR0337
 JR0337  NGVD 29 (??/??/92) 1336.328  (m)         4384.27   (f) ADJ UNCH    2 0
 JR0337
 JR0337.Superseded values are not recommended for survey control.
 JR0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0337.See file dsdata.txt to determine how the superseded data were derived.
 JR0337
 JR0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD126174(NAD 83)
 JR0337_MARKER: DD = SURVEY DISK
 JR0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JR0337_SP_SET: BUILDING
 JR0337_STAMPING: 4382 WAB
 JR0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0337
 JR0337  HISTORY     - Date     Condition        Report By
 JR0337  HISTORY     - UNK      MONUMENTED       USGS
 JR0337  HISTORY     - 1951     GOOD             NGS
 JR0337
 JR0337                          STATION DESCRIPTION
 JR0337
 JR0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0337'AT YERINGTON.
 JR0337'AT YERINGTON, AT THE COURTHOUSE, AT THE MAIN STREET ENTRANCE, SET
 JR0337'VERTICALLY 0.8 FEET NORTH OF THE SOUTH END OF THE BOTTOM STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0336 ***********************************************************************
 JR0336  DESIGNATION -  4382 WAB
 JR0336  PID         -  JR0336
 JR0336  STATE/COUNTY-  NV/LYON
 JR0336  USGS QUAD   -  YERINGTON (1986)
 JR0336
 JR0336                         *CURRENT SURVEY CONTROL
 JR0336  ___________________________________________________________________
 JR0336* NAD 83(1986)-  38 58 58.     (N)    119 09 47.     (W)     SCALED    
 JR0336* NAVD 88     -      1337.46   (+/-2cm)    4388.0    (feet)  VERTCON   
 JR0336  ___________________________________________________________________
 JR0336  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 JR0336
 JR0336  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0336
 JR0336.The horizontal coordinates were scaled from a topographic map and have
 JR0336.an estimated accuracy of +/- 6 seconds.
 JR0336
 JR0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0336.The vertical order pertains to the NGVD 29 superseded value.
 JR0336
 JR0336.The geoid height was determined by GEOID03.
 JR0336
 JR0336;                    North         East    Units  Estimated Accuracy
 JR0336;SPC NV W     - 4,469,850.      749,770.      MT  (+/- 180 meters Scaled)
 JR0336
 JR0336                          SUPERSEDED SURVEY CONTROL
 JR0336
 JR0336  NGVD 29 (??/??/92) 1336.426  (m)         4384.59   (f) ADJ UNCH    2 0
 JR0336
 JR0336.Superseded values are not recommended for survey control.
 JR0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0336.See file dsdata.txt to determine how the superseded data were derived.
 JR0336
 JR0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD126170(NAD 83)
 JR0336_MARKER: P = PIPE CAP
 JR0336_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0336_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0336_STAMPING: 4382 WAB
 JR0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0336
 JR0336  HISTORY     - Date     Condition        Report By
 JR0336  HISTORY     - UNK      MONUMENTED       USGS
 JR0336  HISTORY     - 1951     GOOD             NGS
 JR0336
 JR0336                          STATION DESCRIPTION
 JR0336
 JR0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0336'0.2 MI S FROM YERINGTON.
 JR0336'0.2 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE IN
 JR0336'YERINGTON, AT THE INTERSECTION OF U.S. HIGHWAY 95, 29 FEET EAST
 JR0336'OF HIGHWAY 3, 33 1/2 FEET SOUTH OF AN ASPHALT ROAD LEADING EAST,
 JR0336'3.3 FEET SOUTH OF THE NORTHWEST CORNER OF CITIZENS LUMBER COAL
 JR0336'AND SUPPLY BUILDING, AND RIVETED TO THE TOP OF A 3-INCH IRON
 JR0336'PIPE PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0258 ***********************************************************************
 MU0258  DESIGNATION -  44
 MU0258  PID         -  MU0258
 MU0258  STATE/COUNTY-  NV/HUMBOLDT
 MU0258  USGS QUAD   -  GOLCONDA BUTTE (1983)
 MU0258
 MU0258                         *CURRENT SURVEY CONTROL
 MU0258  ___________________________________________________________________
 MU0258* NAD 83(1986)-  41 01 20.     (N)    117 35 58.     (W)     SCALED    
 MU0258* NAVD 88     -      1339.229  (meters)    4393.79   (feet)  ADJUSTED  
 MU0258  ___________________________________________________________________
 MU0258  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 MU0258  DYNAMIC HT  -        1338.232 (meters)    4390.52  (feet)  COMP
 MU0258  MODELED GRAV-     979,833.1   (mgal)                       NAVD 88
 MU0258
 MU0258  VERT ORDER  -  FIRST     CLASS II
 MU0258
 MU0258.The horizontal coordinates were scaled from a topographic map and have
 MU0258.an estimated accuracy of +/- 6 seconds.
 MU0258
 MU0258.The orthometric height was determined by differential leveling
 MU0258.and adjusted by the National Geodetic Survey in June 1991..
 MU0258
 MU0258.The geoid height was determined by GEOID03.
 MU0258
 MU0258.The dynamic height is computed by dividing the NAVD 88
 MU0258.geopotential number by the normal gravity value computed on the
 MU0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0258.degrees latitude (g = 980.6199 gals.).
 MU0258
 MU0258.The modeled gravity was interpolated from observed gravity values.
 MU0258
 MU0258;                    North         East    Units  Estimated Accuracy
 MU0258;SPC NV W     - 4,696,580.      882,740.      MT  (+/- 180 meters Scaled)
 MU0258
 MU0258                          SUPERSEDED SURVEY CONTROL
 MU0258
 MU0258  NGVD 29 (??/??/92) 1338.206  (m)         4390.43   (f) ADJ UNCH    1 2
 MU0258
 MU0258.Superseded values are not recommended for survey control.
 MU0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0258.See file dsdata.txt to determine how the superseded data were derived.
 MU0258
 MU0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF496413(NAD 83)
 MU0258_MARKER: DD = SURVEY DISK
 MU0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0258_STAMPING: BM I-001-3 (2) 44
 MU0258_MARK LOGO: NVDH  
 MU0258_PROJECTION: PROJECTING 10 CENTIMETERS
 MU0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0258+STABILITY: SURFACE MOTION
 MU0258
 MU0258  HISTORY     - Date     Condition        Report By
 MU0258  HISTORY     - UNK      MONUMENTED       NVDH
 MU0258  HISTORY     - 1958     GOOD             NGS
 MU0258  HISTORY     - 1984     GOOD             NGS
 MU0258
 MU0258                          STATION DESCRIPTION
 MU0258
 MU0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MU0258'7.25 MI NE FROM WINNEMUCCA.
 MU0258'7.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 MU0258'U.S. 40 AND BRIDGE STREET AT WINNEMUCCA, 282.0 FEET SOUTHEAST OF THE
 MU0258'CENTERLINE OF HIGHWAY, 181.0 FEET SOUTHEAST OF A FENCE LINE, 2.9 FEET
 MU0258'NORTHWEST OF A METAL WITNESS POST, SET IN A ROUND CONCRETE POST
 MU0258'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 MU0258
 MU0258                          STATION RECOVERY (1984)
 MU0258
 MU0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0258'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.35 KM
 MU0258'(2.7 MI) NORTHEAST ALONG STATE HIGHWAY 289 FROM THE THE JUNCTION OF US
 MU0258'HIGHWAY 95 AT WINNEMUCCA, THENCE 9.1 KM (5.7 MI) NORTHEAST ALONG
 MU0258'INTERSTATE 80, 0.2 KM (0.12 MI) NORTHEAST OF MILEPOST 186, 43.0 METERS
 MU0258'(141 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE, 55.5 METERS
 MU0258'(182 FT) NORTH OF THE NORTHEAST END OF A WOODEN BRACE IN THE RIGHT OF
 MU0258'WAY FENCE, 48.4 METERS (159 FT) NORTHWEST OF THE RIGHT OF WAY FENCE
 MU0258'AND 0.9 METERS (3 FT) NORTHWEST OF A STEEL POST.
 MU0258'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MU0258'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0587 ***********************************************************************
 MU0587  DESIGNATION -  44 BKC
 MU0587  PID         -  MU0587
 MU0587  STATE/COUNTY-  NV/ELKO
 MU0587  USGS QUAD   -  MC CLEARY WELLS (1973)
 MU0587
 MU0587                         *CURRENT SURVEY CONTROL
 MU0587  ___________________________________________________________________
 MU0587* NAD 83(1986)-  41 32 06.     (N)    116 50 58.     (W)     SCALED    
 MU0587* NAVD 88     -      1655.306  (meters)    5430.78   (feet)  POSTED    
 MU0587  ___________________________________________________________________
 MU0587  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 MU0587  DYNAMIC HT  -        1654.050 (meters)    5426.66  (feet)  COMP
 MU0587  MODELED GRAV-     979,807.2   (mgal)                       NAVD 88
 MU0587
 MU0587  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0587
 MU0587.The horizontal coordinates were scaled from a topographic map and have
 MU0587.an estimated accuracy of +/- 6 seconds.
 MU0587
 MU0587.The orthometric height was determined by differential leveling
 MU0587.and adjusted by the National Geodetic Survey in 1992..
 MU0587.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0587.rate of 0.0 thru 1.0 mm/km.
 MU0587
 MU0587.The geoid height was determined by GEOID03.
 MU0587
 MU0587.The dynamic height is computed by dividing the NAVD 88
 MU0587.geopotential number by the normal gravity value computed on the
 MU0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0587.degrees latitude (g = 980.6199 gals.).
 MU0587
 MU0587.The modeled gravity was interpolated from observed gravity values.
 MU0587
 MU0587;                    North         East    Units  Estimated Accuracy
 MU0587;SPC NV E     - 8,753,830.       94,350.      MT  (+/- 180 meters Scaled)
 MU0587
 MU0587                          SUPERSEDED SURVEY CONTROL
 MU0587
 MU0587.No superseded survey control is available for this station.
 MU0587
 MU0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF125981(NAD 83)
 MU0587_MARKER: DD = SURVEY DISK
 MU0587_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0587_SP_SET: COPPER-CLAD STEEL ROD
 MU0587_STAMPING: 44 BKC 1973 5427
 MU0587_MARK LOGO: USGS  
 MU0587_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0587+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0587
 MU0587  HISTORY     - Date     Condition        Report By
 MU0587  HISTORY     - 1973     MONUMENTED       USGS
 MU0587
 MU0587                          STATION DESCRIPTION
 MU0587
 MU0587'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0587'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0587'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0587'THENCE 12.2 MILES WEST ALONG ROAD, 18.1 MILES WEST OF WINTERS RANCH
 MU0587'-STONE HOUSE-, 50 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT
 MU0587'SOUTH OF A WITNESS POST, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH
 MU0587'BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0462 ***********************************************************************
 JP0462  DESIGNATION -  44 DOR
 JP0462  PID         -  JP0462
 JP0462  STATE/COUNTY-  NV/LINCOLN
 JP0462  USGS QUAD   -  COYOTE SPRING (1971)
 JP0462
 JP0462                         *CURRENT SURVEY CONTROL
 JP0462  ___________________________________________________________________
 JP0462* NAD 83(1986)-  38 06 45.     (N)    114 46 47.     (W)     SCALED    
 JP0462* NAVD 88     -      1579.793  (meters)    5183.04   (feet)  ADJUSTED  
 JP0462  ___________________________________________________________________
 JP0462  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 JP0462  DYNAMIC HT  -        1578.087 (meters)    5177.44  (feet)  COMP
 JP0462  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 JP0462
 JP0462  VERT ORDER  -  SECOND    CLASS 0
 JP0462
 JP0462.The horizontal coordinates were scaled from a topographic map and have
 JP0462.an estimated accuracy of +/- 6 seconds.
 JP0462
 JP0462.The orthometric height was determined by differential leveling
 JP0462.and adjusted by the National Geodetic Survey in June 1991..
 JP0462
 JP0462.The geoid height was determined by GEOID03.
 JP0462
 JP0462.The dynamic height is computed by dividing the NAVD 88
 JP0462.geopotential number by the normal gravity value computed on the
 JP0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0462.degrees latitude (g = 980.6199 gals.).
 JP0462
 JP0462.The modeled gravity was interpolated from observed gravity values.
 JP0462
 JP0462;                    North         East    Units  Estimated Accuracy
 JP0462;SPC NV E     - 8,373,400.      270,470.      MT  (+/- 180 meters Scaled)
 JP0462
 JP0462                          SUPERSEDED SURVEY CONTROL
 JP0462
 JP0462.No superseded survey control is available for this station.
 JP0462
 JP0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC946206(NAD 83)
 JP0462_MARKER: DD = SURVEY DISK
 JP0462_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0462_SP_SET: COPPER-CLAD STEEL ROD
 JP0462_STAMPING: 44 DOR 1968 5180
 JP0462_MARK LOGO: USGS  
 JP0462_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0462+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0462
 JP0462  HISTORY     - Date     Condition        Report By
 JP0462  HISTORY     - 1968     MONUMENTED       USGS
 JP0462
 JP0462                          STATION DESCRIPTION
 JP0462
 JP0462'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0462'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0462'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 12.8 MILES
 JP0462'WEST, 0.2 MILES EAST OF A DRAIN CROSSING, 55 FEET NORTH OF THE ROAD, 2
 JP0462'FEET SOUTH OF THE ROAD, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER
 JP0462'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0609 ***********************************************************************
 JP0609  DESIGNATION -  44 DOR
 JP0609  PID         -  JP0609
 JP0609  STATE/COUNTY-  NV/LINCOLN
 JP0609  USGS QUAD   -  SHINGLE PASS SE (1980)
 JP0609
 JP0609                         *CURRENT SURVEY CONTROL
 JP0609  ___________________________________________________________________
 JP0609* NAD 83(1986)-  38 35 51.     (N)    114 47 13.     (W)     SCALED    
 JP0609* NAVD 88     -      1918.505  (meters)    6294.30   (feet)  ADJUSTED  
 JP0609  ___________________________________________________________________
 JP0609  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 JP0609  DYNAMIC HT  -        1916.399 (meters)    6287.39  (feet)  COMP
 JP0609  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 JP0609
 JP0609  VERT ORDER  -  SECOND    CLASS 0
 JP0609
 JP0609.The horizontal coordinates were scaled from a topographic map and have
 JP0609.an estimated accuracy of +/- 6 seconds.
 JP0609
 JP0609.The orthometric height was determined by differential leveling
 JP0609.and adjusted by the National Geodetic Survey in August 1995..
 JP0609
 JP0609.The geoid height was determined by GEOID03.
 JP0609
 JP0609.The dynamic height is computed by dividing the NAVD 88
 JP0609.geopotential number by the normal gravity value computed on the
 JP0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0609.degrees latitude (g = 980.6199 gals.).
 JP0609
 JP0609.The modeled gravity was interpolated from observed gravity values.
 JP0609
 JP0609;                    North         East    Units  Estimated Accuracy
 JP0609;SPC NV E     - 8,427,220.      269,370.      MT  (+/- 180 meters Scaled)
 JP0609
 JP0609                          SUPERSEDED SURVEY CONTROL
 JP0609
 JP0609.No superseded survey control is available for this station.
 JP0609
 JP0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC927744(NAD 83)
 JP0609_MARKER: DD = SURVEY DISK
 JP0609_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0609_SP_SET: COPPER-CLAD STEEL ROD
 JP0609_STAMPING: 44 DOR 1973 6290
 JP0609_MARK LOGO: USGS  
 JP0609_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0609
 JP0609  HISTORY     - Date     Condition        Report By
 JP0609  HISTORY     - 1973     MONUMENTED       USGS
 JP0609
 JP0609                          STATION DESCRIPTION
 JP0609
 JP0609'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0609'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 5.7 MILES
 JP0609'SOUTHEAST ALONG U S HIGHWAY 6 TO A Y-ROAD SOUTH, THENCE 39.8 MILES
 JP0609'SOUTH TO A ROAD CROSSING, THENCE 4.3 MILES EAST AND SOUTH TO A
 JP0609'T-FENCE WEST, 0.6 MILE NORTH OF A BLM ALUMINUM CAP STAMPED  CAVE
 JP0609'VALLEY SEEDING PROJ 493 SE 1/4 SEC 33 T9N R64E 1959 , 40 FEET NORTH
 JP0609'OF A T-FENCE WEST, 10 FEET WEST OF THE CENTERLINE OF THE ROAD, 0.5
 JP0609'FOOT EAST OF A FENCE, ON A 5/8 COPPER COATED ROD DRIVEN TO REFUSAL
 JP0609'ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0573 ***********************************************************************
 MU0573  DESIGNATION -  44 FMK
 MU0573  PID         -  MU0573
 MU0573  STATE/COUNTY-  NV/ELKO
 MU0573  USGS QUAD   -  DESERT RANCH (1974)
 MU0573
 MU0573                         *CURRENT SURVEY CONTROL
 MU0573  ___________________________________________________________________
 MU0573* NAD 83(1986)-  41 40 42.     (N)    116 36 58.     (W)     SCALED    
 MU0573* NAVD 88     -      1618.558  (meters)    5310.22   (feet)  POSTED    
 MU0573  ___________________________________________________________________
 MU0573  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 MU0573  DYNAMIC HT  -        1617.360 (meters)    5306.29  (feet)  COMP
 MU0573  MODELED GRAV-     979,823.0   (mgal)                       NAVD 88
 MU0573
 MU0573  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0573
 MU0573.The horizontal coordinates were scaled from a topographic map and have
 MU0573.an estimated accuracy of +/- 6 seconds.
 MU0573
 MU0573.The orthometric height was determined by differential leveling
 MU0573.and adjusted by the National Geodetic Survey in 1992..
 MU0573.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0573.rate of 1.1 thru 2.0 mm/km.
 MU0573
 MU0573.The geoid height was determined by GEOID03.
 MU0573
 MU0573.The dynamic height is computed by dividing the NAVD 88
 MU0573.geopotential number by the normal gravity value computed on the
 MU0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0573.degrees latitude (g = 980.6199 gals.).
 MU0573
 MU0573.The modeled gravity was interpolated from observed gravity values.
 MU0573
 MU0573;                    North         East    Units  Estimated Accuracy
 MU0573;SPC NV E     - 8,769,490.      114,010.      MT  (+/- 180 meters Scaled)
 MU0573
 MU0573                          SUPERSEDED SURVEY CONTROL
 MU0573
 MU0573  NGVD 29 (??/??/92) 1617.44   (m)         5306.6    (f) COMPUTED    2 0
 MU0573
 MU0573.Superseded values are not recommended for survey control.
 MU0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0573.See file dsdata.txt to determine how the superseded data were derived.
 MU0573
 MU0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG319141(NAD 83)
 MU0573_MARKER: DD = SURVEY DISK
 MU0573_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0573_SP_SET: COPPER-CLAD STEEL ROD
 MU0573_STAMPING: 44 FMK 1973 5307
 MU0573_MARK LOGO: USGS  
 MU0573_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0573+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0573
 MU0573  HISTORY     - Date     Condition        Report By
 MU0573  HISTORY     - 1973     MONUMENTED       USGS
 MU0573
 MU0573                          STATION DESCRIPTION
 MU0573
 MU0573'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0573'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0573'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0573'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0573'ALONG ROAD, THENCE 10.7 MILES NORTH-NORTHEAST ALONG TRACK ROAD, 5.3
 MU0573'MILES SOUTH AND 0.8 MILES WEST OF DESERT RANCH, TO A Y-ROAD
 MU0573'WEST-SOUTHWEST, 58 FEET WEST OF A Y-ROAD, 1 FOOT SOUTHEAST OF A ROCK
 MU0573'MOUND, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0573'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0407 ***********************************************************************
 NW0407  DESIGNATION -  44 HEI
 NW0407  PID         -  NW0407
 NW0407  STATE/COUNTY-  NV/HUMBOLDT
 NW0407  USGS QUAD   -  LOOKOUT LAKE (1982)
 NW0407
 NW0407                         *CURRENT SURVEY CONTROL
 NW0407  ___________________________________________________________________
 NW0407* NAD 83(1986)-  42 02 34.     (N)    117 14 49.     (W)     SCALED    
 NW0407* NAVD 88     -      1762.108  (meters)    5781.18   (feet)  POSTED    
 NW0407  ___________________________________________________________________
 NW0407  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 NW0407  DYNAMIC HT  -        1760.830 (meters)    5776.99  (feet)  COMP
 NW0407  MODELED GRAV-     979,835.6   (mgal)                       NAVD 88
 NW0407
 NW0407  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0407
 NW0407.The horizontal coordinates were scaled from a topographic map and have
 NW0407.an estimated accuracy of +/- 6 seconds.
 NW0407
 NW0407.The orthometric height was determined by differential leveling
 NW0407.and adjusted by the National Geodetic Survey in 1992..
 NW0407.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0407.rate of 0.0 thru 1.0 mm/km.
 NW0407
 NW0407.The geoid height was determined by GEOID03.
 NW0407
 NW0407.The dynamic height is computed by dividing the NAVD 88
 NW0407.geopotential number by the normal gravity value computed on the
 NW0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0407.degrees latitude (g = 980.6199 gals.).
 NW0407
 NW0407.The modeled gravity was interpolated from observed gravity values.
 NW0407
 NW0407;                    North         East    Units  Estimated Accuracy
 NW0407;SPC NV W     - 4,810,310.      910,640.      MT  (+/- 180 meters Scaled)
 NW0407
 NW0407                          SUPERSEDED SURVEY CONTROL
 NW0407
 NW0407.No superseded survey control is available for this station.
 NW0407
 NW0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG795545(NAD 83)
 NW0407_MARKER: DD = SURVEY DISK
 NW0407_SETTING: 80 = SET IN A BOULDER
 NW0407_SP_SET: IN DRILL HOLE IN A BOULDER
 NW0407_STAMPING: 44 HEI 1974 5777
 NW0407_MARK LOGO: USGS  
 NW0407_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0407+STABILITY: SURFACE MOTION
 NW0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0407+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NW0407
 NW0407  HISTORY     - Date     Condition        Report By
 NW0407  HISTORY     - 1974     MONUMENTED       USGS
 NW0407
 NW0407                          STATION DESCRIPTION
 NW0407
 NW0407'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0407'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0407'ROAD TO Y-ROAD, THENCE 16.1 MILES NORTHWEST AND GENERALLY WEST, 46
 NW0407'FEET SOUTH AND LEVEL WITH THE CENTERLINE OF THE ROAD, SET IN A BOULDER
 NW0407'PROJECTING ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0520 ***********************************************************************
 LS0520  DESIGNATION -  44 HJH
 LS0520  PID         -  LS0520
 LS0520  STATE/COUNTY-  NV/PERSHING
 LS0520  USGS QUAD   -  PURGATORY PEAK (1990)
 LS0520
 LS0520                         *CURRENT SURVEY CONTROL
 LS0520  ___________________________________________________________________
 LS0520* NAD 83(1986)-  40 22 27.     (N)    119 20 04.     (W)     SCALED    
 LS0520* NAVD 88     -      1343.893  (meters)    4409.09   (feet)  ADJUSTED  
 LS0520  ___________________________________________________________________
 LS0520  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 LS0520  DYNAMIC HT  -        1342.820 (meters)    4405.57  (feet)  COMP
 LS0520  MODELED GRAV-     979,779.7   (mgal)                       NAVD 88
 LS0520
 LS0520  VERT ORDER  -  SECOND    CLASS 0
 LS0520
 LS0520.The horizontal coordinates were scaled from a topographic map and have
 LS0520.an estimated accuracy of +/- 6 seconds.
 LS0520
 LS0520.The orthometric height was determined by differential leveling
 LS0520.and adjusted by the National Geodetic Survey in June 1991..
 LS0520
 LS0520.The geoid height was determined by GEOID03.
 LS0520
 LS0520.The dynamic height is computed by dividing the NAVD 88
 LS0520.geopotential number by the normal gravity value computed on the
 LS0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0520.degrees latitude (g = 980.6199 gals.).
 LS0520
 LS0520.The modeled gravity was interpolated from observed gravity values.
 LS0520
 LS0520;                    North         East    Units  Estimated Accuracy
 LS0520;SPC NV W     - 4,624,430.      736,220.      MT  (+/- 180 meters Scaled)
 LS0520
 LS0520                          SUPERSEDED SURVEY CONTROL
 LS0520
 LS0520  NGVD 29 (??/??/92) 1342.875  (m)         4405.75   (f) ADJ UNCH    2 0
 LS0520
 LS0520.Superseded values are not recommended for survey control.
 LS0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0520.See file dsdata.txt to determine how the superseded data were derived.
 LS0520
 LS0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE018719(NAD 83)
 LS0520_MARKER: DB = BENCH MARK DISK
 LS0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0520_SP_SET: CONCRETE POST
 LS0520_STAMPING: 44 HJH 1962 4406
 LS0520_MARK LOGO: USGS  
 LS0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0520+STABILITY: SURFACE MOTION
 LS0520
 LS0520  HISTORY     - Date     Condition        Report By
 LS0520  HISTORY     - 1962     MONUMENTED       USGS
 LS0520
 LS0520                          STATION DESCRIPTION
 LS0520
 LS0520'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0520'32.3 KM (20.10 MI) SOUTH FROM GERLACH.
 LS0520'20.1 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34, ABOUT 200 YARDS
 LS0520'NORTH OF AND OPPOSITE OF THE EAST END OF A KNOLL, 52 FEET EAST
 LS0520'OF THE HIGHWAY CENTERLINE.
 LS0520'THE MARK IS 3.0 FT  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0498 ***********************************************************************
 MV0498  DESIGNATION -  44 LRC
 MV0498  PID         -  MV0498
 MV0498  STATE/COUNTY-  NV/HUMBOLDT
 MV0498  USGS QUAD   -  PIDGEON SPRING SW (1980)
 MV0498
 MV0498                         *CURRENT SURVEY CONTROL
 MV0498  ___________________________________________________________________
 MV0498* NAD 83(1986)-  41 00 41.     (N)    118 54 17.     (W)     SCALED    
 MV0498* NAVD 88     -      1207.755  (meters)    3962.44   (feet)  ADJUSTED  
 MV0498  ___________________________________________________________________
 MV0498  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 MV0498  DYNAMIC HT  -        1206.895 (meters)    3959.62  (feet)  COMP
 MV0498  MODELED GRAV-     979,870.1   (mgal)                       NAVD 88
 MV0498
 MV0498  VERT ORDER  -  SECOND    CLASS 0
 MV0498
 MV0498.The horizontal coordinates were scaled from a topographic map and have
 MV0498.an estimated accuracy of +/- 6 seconds.
 MV0498
 MV0498.The orthometric height was determined by differential leveling
 MV0498.and adjusted by the National Geodetic Survey in June 1991..
 MV0498
 MV0498.The geoid height was determined by GEOID03.
 MV0498
 MV0498.The dynamic height is computed by dividing the NAVD 88
 MV0498.geopotential number by the normal gravity value computed on the
 MV0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0498.degrees latitude (g = 980.6199 gals.).
 MV0498
 MV0498.The modeled gravity was interpolated from observed gravity values.
 MV0498
 MV0498;                    North         East    Units  Estimated Accuracy
 MV0498;SPC NV W     - 4,694,960.      772,970.      MT  (+/- 180 meters Scaled)
 MV0498
 MV0498                          SUPERSEDED SURVEY CONTROL
 MV0498
 MV0498.No superseded survey control is available for this station.
 MV0498
 MV0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF398417(NAD 83)
 MV0498_MARKER: DD = SURVEY DISK
 MV0498_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0498_SP_SET: COPPER-CLAD STEEL ROD
 MV0498_STAMPING: 44 LRC 1972 3959
 MV0498_MARK LOGO: USGS  
 MV0498_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0498+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0498
 MV0498  HISTORY     - Date     Condition        Report By
 MV0498  HISTORY     - 1972     MONUMENTED       USGS
 MV0498
 MV0498                          STATION DESCRIPTION
 MV0498
 MV0498'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0498'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0498'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0498'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0498'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 3.9 MILES NORTH
 MV0498'ALONG TRACK ROAD TO A LOW GRAVEL-COVERED RIDGE ABOVE THE DESERT FLOOR,
 MV0498'22.7 MILES SOUTH OF PAHUTE MEADOW RANCH, 3.5 MILES NORTH OF BLACK ROCK
 MV0498'POINT, ABOUT 190 FEET NORTH OF A SHARP BEND OF ROAD AT A DRAIN AND 11
 MV0498'FEET EAST-NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD, 2 FEET WEST
 MV0498'OF A WITNESS POST, ENCASED IN DRAINPIPE CASING AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0962 ***********************************************************************
 LR0962  DESIGNATION -  44 O
 LR0962  PID         -  LR0962
 LR0962  STATE/COUNTY-  NV/LANDER
 LR0962  USGS QUAD   -  SHEEP CREEK RANGE NW (1965)
 LR0962
 LR0962                         *CURRENT SURVEY CONTROL
 LR0962  ___________________________________________________________________
 LR0962* NAD 83(1986)-  40 59 52.     (N)    116 39 34.     (W)     SCALED    
 LR0962* NAVD 88     -      1511.365  (meters)    4958.54   (feet)  POSTED    
 LR0962  ___________________________________________________________________
 LR0962  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 LR0962  DYNAMIC HT  -        1510.180 (meters)    4954.65  (feet)  COMP
 LR0962  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 LR0962
 LR0962  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0962
 LR0962.The horizontal coordinates were scaled from a topographic map and have
 LR0962.an estimated accuracy of +/- 6 seconds.
 LR0962
 LR0962.The orthometric height was determined by differential leveling
 LR0962.and adjusted by the National Geodetic Survey in 1992..
 LR0962.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0962.rate of 0.0 thru 1.0 mm/km.
 LR0962
 LR0962.The geoid height was determined by GEOID03.
 LR0962
 LR0962.The dynamic height is computed by dividing the NAVD 88
 LR0962.geopotential number by the normal gravity value computed on the
 LR0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0962.degrees latitude (g = 980.6199 gals.).
 LR0962
 LR0962.The modeled gravity was interpolated from observed gravity values.
 LR0962
 LR0962;                    North         East    Units  Estimated Accuracy
 LR0962;SPC NV C     - 6,693,400.      500,610.      MT  (+/- 180 meters Scaled)
 LR0962
 LR0962                          SUPERSEDED SURVEY CONTROL
 LR0962
 LR0962.No superseded survey control is available for this station.
 LR0962
 LR0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF286385(NAD 83)
 LR0962_MARKER: DD = SURVEY DISK
 LR0962_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LR0962_SP_SET: PREFAB CONC. POST IN EARTH
 LR0962_STAMPING: 44 O 1963
 LR0962_MARK LOGO: USGS  
 LR0962_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0962+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0962
 LR0962  HISTORY     - Date     Condition        Report By
 LR0962  HISTORY     - 1963     MONUMENTED       USGS
 LR0962
 LR0962                          STATION DESCRIPTION
 LR0962
 LR0962'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0962'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0962'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 LR0962'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 LR0962'NORTHEAST ALONG ROAD, THENCE 13.0 MILES NORTHEAST ALONG ROAD, 0.1 MILE
 LR0962'SOUTHWEST OF WIRE CORRAL RANCH, 21 FEET NORTH OF THE CENTERLINE OF THE
 LR0962'ROAD, 1 FOOT SOUTH OF A WITNESS POST SIGN ON A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0683 ***********************************************************************
 GS0683  DESIGNATION -  44 TJS
 GS0683  PID         -  GS0683
 GS0683  STATE/COUNTY-  NV/NYE
 GS0683  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0683
 GS0683                         *CURRENT SURVEY CONTROL
 GS0683  ___________________________________________________________________
 GS0683* NAD 83(1986)-  36 50 33.     (N)    116 28 07.     (W)     SCALED    
 GS0683* NAVD 88     -      1505.323  (meters)    4938.71   (feet)  ADJUSTED  
 GS0683  ___________________________________________________________________
 GS0683  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 GS0683  DYNAMIC HT  -        1503.633 (meters)    4933.17  (feet)  COMP
 GS0683  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 GS0683
 GS0683  VERT ORDER  -  FIRST     CLASS I
 GS0683
 GS0683.The horizontal coordinates were scaled from a topographic map and have
 GS0683.an estimated accuracy of +/- 6 seconds.
 GS0683
 GS0683.The orthometric height was determined by differential leveling
 GS0683.and adjusted by the National Geodetic Survey in May 2004..
 GS0683
 GS0683.The geoid height was determined by GEOID03.
 GS0683
 GS0683.The dynamic height is computed by dividing the NAVD 88
 GS0683.geopotential number by the normal gravity value computed on the
 GS0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0683.degrees latitude (g = 980.6199 gals.).
 GS0683
 GS0683.The modeled gravity was interpolated from observed gravity values.
 GS0683
 GS0683;                    North         East    Units  Estimated Accuracy
 GS0683;SPC NV C     - 6,232,170.      517,660.      MT  (+/- 180 meters Scaled)
 GS0683
 GS0683                          SUPERSEDED SURVEY CONTROL
 GS0683
 GS0683  NAVD 88 (??/??/92) 1505.335  (m)         4938.75   (f) UNKNOWN     3 0
 GS0683  NGVD 29 (05/01/91) 1504.414  (m)         4935.73   (f) ADJUSTED    1 1
 GS0683
 GS0683.Superseded values are not recommended for survey control.
 GS0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0683.See file dsdata.txt to determine how the superseded data were derived.
 GS0683
 GS0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA473775(NAD 83)
 GS0683_MARKER: DB = BENCH MARK DISK
 GS0683_SETTING: 66 = SET IN ROCK OUTCROP
 GS0683_SP_SET: BEDROCK
 GS0683_STAMPING: 44 TJS 1983
 GS0683_MARK LOGO: USGS  
 GS0683_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0683+STABILITY: POSITION/ELEVATION WELL
 GS0683
 GS0683  HISTORY     - Date     Condition        Report By
 GS0683  HISTORY     - 1983     MONUMENTED       USGS
 GS0683  HISTORY     - 1986     GOOD             USGS
 GS0683  HISTORY     - 1988     GOOD             USGS
 GS0683  HISTORY     - 19910403 GOOD             USGS
 GS0683  HISTORY     - 19930125 GOOD             USGS
 GS0683  HISTORY     - 19950206 GOOD             USGS
 GS0683
 GS0683                          STATION DESCRIPTION
 GS0683
 GS0683'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0683'60.5 KM (37.55 MI) NW FROM MERCURY.
 GS0683'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0683'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0683'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0683'INTERSECTION OF ROADS F AND H (1.3 MILES NORTHWEST OF THE GUARD
 GS0683'STATION), TURN WEST ONTO ROAD H AND PROCEED 7.9 MILES TO THE WEST
 GS0683'EDGE OF FORTYMILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED
 GS0683'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0683'4.85 MILES TO AN INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN
 GS0683'NORTH ALONG THE TOP OF THE RIDGE ALONG THE TOP OF THE RIDGE 0.27
 GS0683'MILES, 41 FEET WEST OF THE CENTERLINE OF THE ROAD.
 GS0683'THE MARK IS 3 FT  S FROM  A ROCK CAIRN
 GS0683
 GS0683                          STATION RECOVERY (1986)
 GS0683
 GS0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0683'RECOVERED IN GOOD CONDITION.
 GS0683
 GS0683                          STATION RECOVERY (1988)
 GS0683
 GS0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0683'RECOVERED IN GOOD CONDITION.
 GS0683
 GS0683                          STATION RECOVERY (1991)
 GS0683
 GS0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0683'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0683'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0683'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0683'INTERSECTION OF ROADS F AND H (1.3 MILES NORTHWEST OF THE GUARD
 GS0683'STATION), TURN WEST ONTO ROAD H AND PROCEED 7.9 MILES TO THE WEST
 GS0683'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED
 GS0683'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0683'4.85 MILES TO AN INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN
 GS0683'NORTH ALONG THE TOP OF THE RIDGE ALONG THE TOP OF THE RIDGE 0.27
 GS0683'MILE, 41 FEET WEST OF THE CENTERLINE OF THE ROAD.
 GS0683
 GS0683                          STATION RECOVERY (1993)
 GS0683
 GS0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0683'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0683'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0683'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES
 GS0683'(36.4 KM) TO THE INTERSECTION OF ROADS F AND H (1.3 MI (2.1 KM)
 GS0683'NORTHWEST OF THE GUARD STATION), TURN WEST ONTO ROAD H AND PROCEED 7.9
 GS0683'MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH, TURN SOUTH ONTO
 GS0683'A GRAVEL ROAD AND PROCEED 1.95 MILES (3.14 KM) TO A BEND AT THE
 GS0683'BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 4.85 MILES (7.81 KM) TO AN
 GS0683'INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, TURN NORTH ALONG THE TOP
 GS0683'OF THE RIDGE ALONG THE TOP OF THE RIDGE 0.27 MILE (0.43 KM), 41 FEET
 GS0683'(12.5 M) WEST OF THE CENTERLINE OF THE ROAD.
 GS0683
 GS0683                          STATION RECOVERY (1995)
 GS0683
 GS0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0683'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0873 ***********************************************************************
 KR0873  DESIGNATION -  4404
 KR0873  PID         -  KR0873
 KR0873  STATE/COUNTY-  NV/LYON
 KR0873  USGS QUAD   -  MASON BUTTE (1993)
 KR0873
 KR0873                         *CURRENT SURVEY CONTROL
 KR0873  ___________________________________________________________________
 KR0873* NAD 83(1986)-  39 00 37.     (N)    119 10 56.     (W)     SCALED    
 KR0873* NAVD 88     -      1344.06   (+/-2cm)    4409.6    (feet)  VERTCON   
 KR0873  ___________________________________________________________________
 KR0873  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 KR0873
 KR0873  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0873
 KR0873.The horizontal coordinates were scaled from a topographic map and have
 KR0873.an estimated accuracy of +/- 6 seconds.
 KR0873
 KR0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0873.The vertical order pertains to the NGVD 29 superseded value.
 KR0873
 KR0873.The geoid height was determined by GEOID03.
 KR0873
 KR0873;                    North         East    Units  Estimated Accuracy
 KR0873;SPC NV W     - 4,472,910.      748,130.      MT  (+/- 180 meters Scaled)
 KR0873
 KR0873                          SUPERSEDED SURVEY CONTROL
 KR0873
 KR0873  NGVD 29 (??/??/92) 1343.03   (m)         4406.3    (f) COMPUTED    2 0
 KR0873
 KR0873.Superseded values are not recommended for survey control.
 KR0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0873.See file dsdata.txt to determine how the superseded data were derived.
 KR0873
 KR0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD110201(NAD 83)
 KR0873_MARKER: P = PIPE CAP
 KR0873_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0873_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0873_STAMPING: 4404 WAB
 KR0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0873
 KR0873  HISTORY     - Date     Condition        Report By
 KR0873  HISTORY     - UNK      MONUMENTED       USGS
 KR0873  HISTORY     - 1951     GOOD             NGS
 KR0873
 KR0873                          STATION DESCRIPTION
 KR0873
 KR0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0873'3.0 MI N FROM YERINGTON.
 KR0873'3.0 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE COURTHOUSE IN
 KR0873'YERINGTON, ON THE WEST SLOPE OF A LOW HILL ON THE NORTH SIDE OF A
 KR0873'RAVINE WHICH RUNS FROM EAST TO WEST THROUGH THE HILLS, ABOUT 0.2 MILES
 KR0873'EAST OF A LONE LOW SAGE COVERED MOUND, 71 FEET EAST AND ACROSS THE
 KR0873'HIGHWAY FROM POWER LINE POLE NO. 11719, 40 FEET EAST OF THE CENTER OF
 KR0873'THE HIGHWAY, ABOUT SIX FEET HIGHER THAN THE HIGHWAY, AND RIVETED IN
 KR0873'THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0356 ***********************************************************************
 JR0356  DESIGNATION -  4420
 JR0356  PID         -  JR0356
 JR0356  STATE/COUNTY-  NV/LYON
 JR0356  USGS QUAD   -  YERINGTON (1986)
 JR0356
 JR0356                         *CURRENT SURVEY CONTROL
 JR0356  ___________________________________________________________________
 JR0356* NAD 83(1986)-  38 56 58.     (N)    119 11 21.     (W)     SCALED    
 JR0356* NAVD 88     -      1349.14   (+/-2cm)    4426.3    (feet)  VERTCON   
 JR0356  ___________________________________________________________________
 JR0356  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 JR0356
 JR0356  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0356
 JR0356.The horizontal coordinates were scaled from a topographic map and have
 JR0356.an estimated accuracy of +/- 6 seconds.
 JR0356
 JR0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0356.The vertical order pertains to the NGVD 29 superseded value.
 JR0356
 JR0356.The geoid height was determined by GEOID03.
 JR0356
 JR0356;                    North         East    Units  Estimated Accuracy
 JR0356;SPC NV W     - 4,466,160.      747,490.      MT  (+/- 180 meters Scaled)
 JR0356
 JR0356                          SUPERSEDED SURVEY CONTROL
 JR0356
 JR0356  NGVD 29 (??/??/92) 1348.079  (m)         4422.82   (f) ADJ UNCH    2 0
 JR0356
 JR0356.Superseded values are not recommended for survey control.
 JR0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0356.See file dsdata.txt to determine how the superseded data were derived.
 JR0356
 JR0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD102134(NAD 83)
 JR0356_MARKER: DD = SURVEY DISK
 JR0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0356_SP_SET: SIDEWALK
 JR0356_STAMPING: 4420 WAB
 JR0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0356
 JR0356  HISTORY     - Date     Condition        Report By
 JR0356  HISTORY     - UNK      MONUMENTED       USGS
 JR0356  HISTORY     - 1951     GOOD             NGS
 JR0356
 JR0356                          STATION DESCRIPTION
 JR0356
 JR0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0356'AT MASON.
 JR0356'AT MASON, 1.1 MILES SOUTH OF BENCH MARK K 320, ON THE EAST
 JR0356'SIDE OF THE MASON HOTEL AND POST OFFICE, 65 FEET SOUTH OF THE
 JR0356'CENTER LINE OF BRIDGE STREET, 44 FEET WEST OF THE CENTER LINE OF
 JR0356'MASON AVENUE, 0.4 FEET SOUTH OF THE SOUTH BRICK WALL OF THE
 JR0356'BUILDING, IN THE CONCRETE SIDEWALK MIDWAY BETWEEN TWO STEPS
 JR0356'LEADING INTO THE HOTEL, AND SET FLUSH WITH THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0357 ***********************************************************************
 JR0357  DESIGNATION -  4420 WAB
 JR0357  PID         -  JR0357
 JR0357  STATE/COUNTY-  NV/LYON
 JR0357  USGS QUAD   -  YERINGTON (1986)
 JR0357
 JR0357                         *CURRENT SURVEY CONTROL
 JR0357  ___________________________________________________________________
 JR0357* NAD 83(1986)-  38 56 11.     (N)    119 11 29.     (W)     SCALED    
 JR0357* NAVD 88     -      1349.01   (+/-2cm)    4425.9    (feet)  VERTCON   
 JR0357  ___________________________________________________________________
 JR0357  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 JR0357
 JR0357  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0357
 JR0357.The horizontal coordinates were scaled from a topographic map and have
 JR0357.an estimated accuracy of +/- 6 seconds.
 JR0357
 JR0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0357.The vertical order pertains to the NGVD 29 superseded value.
 JR0357
 JR0357.The geoid height was determined by GEOID03.
 JR0357
 JR0357;                    North         East    Units  Estimated Accuracy
 JR0357;SPC NV W     - 4,464,710.      747,280.      MT  (+/- 180 meters Scaled)
 JR0357
 JR0357                          SUPERSEDED SURVEY CONTROL
 JR0357
 JR0357  NGVD 29 (??/??/92) 1347.941  (m)         4422.37   (f) ADJ UNCH    2 0
 JR0357
 JR0357.Superseded values are not recommended for survey control.
 JR0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0357.See file dsdata.txt to determine how the superseded data were derived.
 JR0357
 JR0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD100120(NAD 83)
 JR0357_MARKER: P = PIPE CAP
 JR0357_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0357_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0357_STAMPING: 4420 WAB
 JR0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0357
 JR0357  HISTORY     - Date     Condition        Report By
 JR0357  HISTORY     - UNK      MONUMENTED       USGS
 JR0357  HISTORY     - 1951     GOOD             NGS
 JR0357
 JR0357                          STATION DESCRIPTION
 JR0357
 JR0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0357'0.9 MI S FROM MASON.
 JR0357'0.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 JR0357'MASON, 0.1 MILES NORTHEAST OF A POINT WHERE THE NEW MAIN ROAD
 JR0357'CROSSES OVER AN OLD RAILROAD BED, ABOUT 80 YARDS EAST OF THE
 JR0357'CENTER LINE OF THE OLD RAILROAD BED, 181 1/2 FEET EAST OF THE
 JR0357'CENTER LINE OF THE ROAD, 125 FEET NORTH OF AN EAST TO WEST FENCE
 JR0357'LINE, 11 FEET NORTHWEST OF THE CENTER LINE OF A DIM ABANDONED
 JR0357'ROAD, AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 JR0357'ONE FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0119 ***********************************************************************
 KR0119  DESIGNATION -  4431
 KR0119  PID         -  KR0119
 KR0119  STATE/COUNTY-  NV/CHURCHILL
 KR0119  USGS QUAD   -  DRUMM SUMMIT (1972)
 KR0119
 KR0119                         *CURRENT SURVEY CONTROL
 KR0119  ___________________________________________________________________
 KR0119* NAD 83(1986)-  39 17 06.     (N)    118 11 37.     (W)     SCALED    
 KR0119* NAVD 88     -      1349.408  (meters)    4427.18   (feet)  ADJUSTED  
 KR0119  ___________________________________________________________________
 KR0119  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 KR0119  DYNAMIC HT  -        1348.168 (meters)    4423.11  (feet)  COMP
 KR0119  MODELED GRAV-     979,662.2   (mgal)                       NAVD 88
 KR0119
 KR0119  VERT ORDER  -  FIRST     CLASS II
 KR0119
 KR0119.The horizontal coordinates were scaled from a topographic map and have
 KR0119.an estimated accuracy of +/- 6 seconds.
 KR0119
 KR0119.The orthometric height was determined by differential leveling
 KR0119.and adjusted by the National Geodetic Survey in June 1991..
 KR0119
 KR0119.The geoid height was determined by GEOID03.
 KR0119
 KR0119.The dynamic height is computed by dividing the NAVD 88
 KR0119.geopotential number by the normal gravity value computed on the
 KR0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0119.degrees latitude (g = 980.6199 gals.).
 KR0119
 KR0119.The modeled gravity was interpolated from observed gravity values.
 KR0119
 KR0119;                    North         East    Units  Estimated Accuracy
 KR0119;SPC NV W     - 4,503,310.      833,620.      MT  (+/- 180 meters Scaled)
 KR0119
 KR0119                          SUPERSEDED SURVEY CONTROL
 KR0119
 KR0119  NGVD 29 (??/??/92) 1348.413  (m)         4423.92   (f) ADJ UNCH    1 2
 KR0119
 KR0119.Superseded values are not recommended for survey control.
 KR0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0119.See file dsdata.txt to determine how the superseded data were derived.
 KR0119
 KR0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD970490(NAD 83)
 KR0119_MARKER: P = PIPE CAP
 KR0119_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0119_SP_SET: SHALLOW-SET PIPE IN CONCRETE
 KR0119_STAMPING: 4431 1908
 KR0119_MARK LOGO: USGS  
 KR0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0119
 KR0119  HISTORY     - Date     Condition        Report By
 KR0119  HISTORY     - 1908     MONUMENTED       USGS
 KR0119  HISTORY     - 1967     GOOD             NGS
 KR0119  HISTORY     - 1986     GOOD             NGS
 KR0119
 KR0119                          STATION DESCRIPTION
 KR0119
 KR0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0119'4.2 MI E FROM FRENCHMAN STATION.
 KR0119'ABOUT 4.2 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0119'FRENCHMAN STATION, IN SECTION 32, T 17 N, R 34 E, 0.8 MILE WEST OF THE
 KR0119'JUNCTION OF THE HIGHWAY AND A DIRT ROAD WHICH LEADS NORTHEAST, 135
 KR0119'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 55 FEET SOUTH OF THE
 KR0119'CENTER LINE OF A DIM TRACK ROAD, 195 FEET WEST OF A BANK OF A CUT FOR
 KR0119'THE HIGHWAY, 179 FEET NORTHWEST OF THE CENTER OF THE NORTH END OF A
 KR0119'30-INCH CORRUGATED METAL CULVERT, 1.0 FOOT NORTH OF A METAL WITNESS
 KR0119'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, A U.S.
 KR0119'GEOLOGICAL SURVEY DISK ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH IS
 KR0119'ENCASED IN CONCRETE AND PROJECTS 8 INCHES ABOVE THE LEVEL OF THE
 KR0119'GROUND.
 KR0119
 KR0119                          STATION RECOVERY (1986)
 KR0119
 KR0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0588 ***********************************************************************
 MU0588  DESIGNATION -  45 BKC
 MU0588  PID         -  MU0588
 MU0588  STATE/COUNTY-  NV/ELKO
 MU0588  USGS QUAD   -  MC CLEARY WELLS (1973)
 MU0588
 MU0588                         *CURRENT SURVEY CONTROL
 MU0588  ___________________________________________________________________
 MU0588* NAD 83(1986)-  41 32 12.     (N)    116 51 43.     (W)     SCALED    
 MU0588* NAVD 88     -      1622.323  (meters)    5322.57   (feet)  POSTED    
 MU0588  ___________________________________________________________________
 MU0588  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 MU0588  DYNAMIC HT  -        1621.090 (meters)    5318.53  (feet)  COMP
 MU0588  MODELED GRAV-     979,808.6   (mgal)                       NAVD 88
 MU0588
 MU0588  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0588
 MU0588.The horizontal coordinates were scaled from a topographic map and have
 MU0588.an estimated accuracy of +/- 6 seconds.
 MU0588
 MU0588.The orthometric height was determined by differential leveling
 MU0588.and adjusted by the National Geodetic Survey in 1992..
 MU0588.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0588.rate of 0.0 thru 1.0 mm/km.
 MU0588
 MU0588.The geoid height was determined by GEOID03.
 MU0588
 MU0588.The dynamic height is computed by dividing the NAVD 88
 MU0588.geopotential number by the normal gravity value computed on the
 MU0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0588.degrees latitude (g = 980.6199 gals.).
 MU0588
 MU0588.The modeled gravity was interpolated from observed gravity values.
 MU0588
 MU0588;                    North         East    Units  Estimated Accuracy
 MU0588;SPC NV E     - 8,754,030.       93,310.      MT  (+/- 180 meters Scaled)
 MU0588
 MU0588                          SUPERSEDED SURVEY CONTROL
 MU0588
 MU0588.No superseded survey control is available for this station.
 MU0588
 MU0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF115983(NAD 83)
 MU0588_MARKER: DD = SURVEY DISK
 MU0588_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0588_SP_SET: COPPER-CLAD STEEL ROD
 MU0588_STAMPING: 45 BKC 1973 5319
 MU0588_MARK LOGO: USGS  
 MU0588_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0588+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0588
 MU0588  HISTORY     - Date     Condition        Report By
 MU0588  HISTORY     - 1973     MONUMENTED       USGS
 MU0588
 MU0588                          STATION DESCRIPTION
 MU0588
 MU0588'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0588'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0588'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0588'THENCE 13.0 MILES WEST ALONG ROAD, 18.9 MILES WEST OF WINTERS RANCH
 MU0588'-STONE HOUSE-, 35 FEET SOUTH AND 38 FEET WEST OF THE CROSSROAD, SET ON
 MU0588'A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0588'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0463 ***********************************************************************
 JP0463  DESIGNATION -  45 DOR
 JP0463  PID         -  JP0463
 JP0463  STATE/COUNTY-  NV/LINCOLN
 JP0463  USGS QUAD   -  COYOTE SPRING (1971)
 JP0463
 JP0463                         *CURRENT SURVEY CONTROL
 JP0463  ___________________________________________________________________
 JP0463* NAD 83(1986)-  38 06 56.     (N)    114 45 40.     (W)     SCALED    
 JP0463* NAVD 88     -      1602.152  (meters)    5256.39   (feet)  ADJUSTED  
 JP0463  ___________________________________________________________________
 JP0463  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 JP0463  DYNAMIC HT  -        1600.411 (meters)    5250.68  (feet)  COMP
 JP0463  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 JP0463
 JP0463  VERT ORDER  -  SECOND    CLASS 0
 JP0463
 JP0463.The horizontal coordinates were scaled from a topographic map and have
 JP0463.an estimated accuracy of +/- 6 seconds.
 JP0463
 JP0463.The orthometric height was determined by differential leveling
 JP0463.and adjusted by the National Geodetic Survey in June 1991..
 JP0463
 JP0463.The geoid height was determined by GEOID03.
 JP0463
 JP0463.The dynamic height is computed by dividing the NAVD 88
 JP0463.geopotential number by the normal gravity value computed on the
 JP0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0463.degrees latitude (g = 980.6199 gals.).
 JP0463
 JP0463.The modeled gravity was interpolated from observed gravity values.
 JP0463
 JP0463;                    North         East    Units  Estimated Accuracy
 JP0463;SPC NV E     - 8,373,750.      272,100.      MT  (+/- 180 meters Scaled)
 JP0463
 JP0463                          SUPERSEDED SURVEY CONTROL
 JP0463
 JP0463.No superseded survey control is available for this station.
 JP0463
 JP0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC962210(NAD 83)
 JP0463_MARKER: DD = SURVEY DISK
 JP0463_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0463_SP_SET: COPPER-CLAD STEEL ROD
 JP0463_STAMPING: 45 DOR 1968 5253
 JP0463_MARK LOGO: USGS  
 JP0463_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0463+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0463
 JP0463  HISTORY     - Date     Condition        Report By
 JP0463  HISTORY     - 1968     MONUMENTED       USGS
 JP0463
 JP0463                          STATION DESCRIPTION
 JP0463
 JP0463'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0463'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0463'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 11.7 MILES
 JP0463'WEST, 0.3 MILES EAST OF A CROSSROAD SOUTHEAST, 60 FEET NORTH OF THE
 JP0463'ROAD, 2 FEET SOUTH OF A WITNESS SIGN, SET ON A COPPER-COATED ROD
 JP0463'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0625 ***********************************************************************
 JP0625  DESIGNATION -  45 DOR
 JP0625  PID         -  JP0625
 JP0625  STATE/COUNTY-  NV/LINCOLN
 JP0625  USGS QUAD   -  RED LEDGES (1973)
 JP0625
 JP0625                         *CURRENT SURVEY CONTROL
 JP0625  ___________________________________________________________________
 JP0625* NAD 83(1986)-  38 39 47.     (N)    114 21 20.     (W)     SCALED    
 JP0625* NAVD 88     -      1833.964  (meters)    6016.93   (feet)  ADJUSTED  
 JP0625  ___________________________________________________________________
 JP0625  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 JP0625  DYNAMIC HT  -        1831.970 (meters)    6010.39  (feet)  COMP
 JP0625  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 JP0625
 JP0625  VERT ORDER  -  SECOND    CLASS 0
 JP0625
 JP0625.The horizontal coordinates were scaled from a topographic map and have
 JP0625.an estimated accuracy of +/- 6 seconds.
 JP0625
 JP0625.The orthometric height was determined by differential leveling
 JP0625.and adjusted by the National Geodetic Survey in August 1995..
 JP0625
 JP0625.The geoid height was determined by GEOID03.
 JP0625
 JP0625.The dynamic height is computed by dividing the NAVD 88
 JP0625.geopotential number by the normal gravity value computed on the
 JP0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0625.degrees latitude (g = 980.6199 gals.).
 JP0625
 JP0625.The modeled gravity was interpolated from observed gravity values.
 JP0625
 JP0625;                    North         East    Units  Estimated Accuracy
 JP0625;SPC NV E     - 8,434,910.      306,850.      MT  (+/- 180 meters Scaled)
 JP0625
 JP0625                          SUPERSEDED SURVEY CONTROL
 JP0625
 JP0625.No superseded survey control is available for this station.
 JP0625
 JP0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC300827(NAD 83)
 JP0625_MARKER: DD = SURVEY DISK
 JP0625_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0625_SP_SET: COPPER-CLAD STEEL ROD
 JP0625_STAMPING: 45 DOR 1973 6013
 JP0625_MARK LOGO: USGS  
 JP0625_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0625
 JP0625  HISTORY     - Date     Condition        Report By
 JP0625  HISTORY     - 1973     MONUMENTED       USGS
 JP0625
 JP0625                          STATION DESCRIPTION
 JP0625
 JP0625'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0625'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0625'ROAD TO THE MAIN ROAD, THENCE 14.2 MILES NORTH ALONG THE MAIN ROAD TO
 JP0625'A CATTLEGUARD, THENCE 4.0 MILES EAST-NORTHEAST ALONG A FENCE TO A DIM
 JP0625'ROAD CROSSING, 18 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 0.5 FOOT
 JP0625'NORTH OF A FENCE, IN CENTER OF DIM CROSSROAD, A 5/8 INCH COPPER COATED
 JP0625'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0574 ***********************************************************************
 MU0574  DESIGNATION -  45 FMK
 MU0574  PID         -  MU0574
 MU0574  STATE/COUNTY-  NV/ELKO
 MU0574  USGS QUAD   -  DESERT RANCH (1974)
 MU0574
 MU0574                         *CURRENT SURVEY CONTROL
 MU0574  ___________________________________________________________________
 MU0574* NAD 83(1986)-  41 41 24.     (N)    116 36 13.     (W)     SCALED    
 MU0574* NAVD 88     -      1617.684  (meters)    5307.35   (feet)  POSTED    
 MU0574  ___________________________________________________________________
 MU0574  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 MU0574  DYNAMIC HT  -        1616.490 (meters)    5303.43  (feet)  COMP
 MU0574  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 MU0574
 MU0574  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0574
 MU0574.The horizontal coordinates were scaled from a topographic map and have
 MU0574.an estimated accuracy of +/- 6 seconds.
 MU0574
 MU0574.The orthometric height was determined by differential leveling
 MU0574.and adjusted by the National Geodetic Survey in 1992..
 MU0574.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0574.rate of 1.1 thru 2.0 mm/km.
 MU0574
 MU0574.The geoid height was determined by GEOID03.
 MU0574
 MU0574.The dynamic height is computed by dividing the NAVD 88
 MU0574.geopotential number by the normal gravity value computed on the
 MU0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0574.degrees latitude (g = 980.6199 gals.).
 MU0574
 MU0574.The modeled gravity was interpolated from observed gravity values.
 MU0574
 MU0574;                    North         East    Units  Estimated Accuracy
 MU0574;SPC NV E     - 8,770,770.      115,070.      MT  (+/- 180 meters Scaled)
 MU0574
 MU0574                          SUPERSEDED SURVEY CONTROL
 MU0574
 MU0574  NGVD 29 (??/??/92) 1616.57   (m)         5303.7    (f) COMPUTED    2 0
 MU0574
 MU0574.Superseded values are not recommended for survey control.
 MU0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0574.See file dsdata.txt to determine how the superseded data were derived.
 MU0574
 MU0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG329154(NAD 83)
 MU0574_MARKER: DD = SURVEY DISK
 MU0574_SETTING: 66 = SET IN ROCK OUTCROP
 MU0574_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0574_STAMPING: 45 FMK 1973 5304
 MU0574_MARK LOGO: USGS  
 MU0574_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0574+STABILITY: POSITION/ELEVATION WELL
 MU0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0574+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0574
 MU0574  HISTORY     - Date     Condition        Report By
 MU0574  HISTORY     - 1973     MONUMENTED       USGS
 MU0574
 MU0574                          STATION DESCRIPTION
 MU0574
 MU0574'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0574'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0574'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0574'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0574'ALONG ROAD, THENCE 11.7 MILES NORTH-NORTHEAST ALONG TRACK ROAD, 4.3
 MU0574'MILES SOUTH AND 0.8 MILES WEST OF DESERT RANCH, 208 FEET WEST OF THE
 MU0574'CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A CAIRN, SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0408 ***********************************************************************
 NW0408  DESIGNATION -  45 HEI
 NW0408  PID         -  NW0408
 NW0408  STATE/COUNTY-  NV/HUMBOLDT
 NW0408  USGS QUAD   -  LOOKOUT LAKE (1982)
 NW0408
 NW0408                         *CURRENT SURVEY CONTROL
 NW0408  ___________________________________________________________________
 NW0408* NAD 83(1986)-  42 02 59.     (N)    117 13 50.     (W)     SCALED    
 NW0408* NAVD 88     -      1747.141  (meters)    5732.08   (feet)  POSTED    
 NW0408  ___________________________________________________________________
 NW0408  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 NW0408  DYNAMIC HT  -        1745.890 (meters)    5727.97  (feet)  COMP
 NW0408  MODELED GRAV-     979,841.2   (mgal)                       NAVD 88
 NW0408
 NW0408  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0408
 NW0408.The horizontal coordinates were scaled from a topographic map and have
 NW0408.an estimated accuracy of +/- 6 seconds.
 NW0408
 NW0408.The orthometric height was determined by differential leveling
 NW0408.and adjusted by the National Geodetic Survey in 1992..
 NW0408.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0408.rate of 0.0 thru 1.0 mm/km.
 NW0408
 NW0408.The geoid height was determined by GEOID03.
 NW0408
 NW0408.The dynamic height is computed by dividing the NAVD 88
 NW0408.geopotential number by the normal gravity value computed on the
 NW0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0408.degrees latitude (g = 980.6199 gals.).
 NW0408
 NW0408.The modeled gravity was interpolated from observed gravity values.
 NW0408
 NW0408;                    North         East    Units  Estimated Accuracy
 NW0408;SPC NV W     - 4,811,110.      911,980.      MT  (+/- 180 meters Scaled)
 NW0408
 NW0408                          SUPERSEDED SURVEY CONTROL
 NW0408
 NW0408.No superseded survey control is available for this station.
 NW0408
 NW0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG809553(NAD 83)
 NW0408_MARKER: DD = SURVEY DISK
 NW0408_SETTING: 80 = SET IN A BOULDER
 NW0408_SP_SET: IN DRILL HOLE IN A BOULDER
 NW0408_STAMPING: 45 HEI 1974 5728
 NW0408_MARK LOGO: USGS  
 NW0408_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0408+STABILITY: SURFACE MOTION
 NW0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0408+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NW0408
 NW0408  HISTORY     - Date     Condition        Report By
 NW0408  HISTORY     - 1974     MONUMENTED       USGS
 NW0408
 NW0408                          STATION DESCRIPTION
 NW0408
 NW0408'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0408'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0408'ROAD TO A Y-ROAD, THENCE 15.2 MILES NORTHWEST AND GENERALLY WEST, 168
 NW0408'FEET SOUTH AND LEVEL WITH THE CENTERLINE OF THE ROAD (CAIRN), SET IN A
 NW0408'BOULDER PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0521 ***********************************************************************
 LS0521  DESIGNATION -  45 HJH
 LS0521  PID         -  LS0521
 LS0521  STATE/COUNTY-  NV/PERSHING
 LS0521  USGS QUAD   -  KUMIVA PEAK (1990)
 LS0521
 LS0521                         *CURRENT SURVEY CONTROL
 LS0521  ___________________________________________________________________
 LS0521* NAD 83(1986)-  40 23 27.     (N)    119 20 00.     (W)     SCALED    
 LS0521* NAVD 88     -      1381.923  (meters)    4533.86   (feet)  ADJUSTED  
 LS0521  ___________________________________________________________________
 LS0521  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 LS0521  DYNAMIC HT  -        1380.817 (meters)    4530.23  (feet)  COMP
 LS0521  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 LS0521
 LS0521  VERT ORDER  -  SECOND    CLASS 0
 LS0521
 LS0521.The horizontal coordinates were scaled from a topographic map and have
 LS0521.an estimated accuracy of +/- 6 seconds.
 LS0521
 LS0521.The orthometric height was determined by differential leveling
 LS0521.and adjusted by the National Geodetic Survey in June 1991..
 LS0521
 LS0521.The geoid height was determined by GEOID03.
 LS0521
 LS0521.The dynamic height is computed by dividing the NAVD 88
 LS0521.geopotential number by the normal gravity value computed on the
 LS0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0521.degrees latitude (g = 980.6199 gals.).
 LS0521
 LS0521.The modeled gravity was interpolated from observed gravity values.
 LS0521
 LS0521;                    North         East    Units  Estimated Accuracy
 LS0521;SPC NV W     - 4,626,280.      736,330.      MT  (+/- 180 meters Scaled)
 LS0521
 LS0521                          SUPERSEDED SURVEY CONTROL
 LS0521
 LS0521  NGVD 29 (??/??/92) 1380.895  (m)         4530.49   (f) ADJ UNCH    2 0
 LS0521
 LS0521.Superseded values are not recommended for survey control.
 LS0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0521.See file dsdata.txt to determine how the superseded data were derived.
 LS0521
 LS0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE019737(NAD 83)
 LS0521_MARKER: DB = BENCH MARK DISK
 LS0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0521_SP_SET: CONCRETE POST
 LS0521_STAMPING: 45 HJH 1962 4530
 LS0521_MARK LOGO: USGS  
 LS0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0521+STABILITY: SURFACE MOTION
 LS0521
 LS0521  HISTORY     - Date     Condition        Report By
 LS0521  HISTORY     - 1962     MONUMENTED       USGS
 LS0521
 LS0521                          STATION DESCRIPTION
 LS0521
 LS0521'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0521'30.4 KM (18.90 MI) SOUTH FROM GERLACH.
 LS0521'18.9 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34 ON A SMALL NOSE
 LS0521'BETWEEN TWO HIGHER RIDGES, 42 FEET EAST OF HIGHWAY CENTERLINE.
 LS0521'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
 LS0521'THE MARK IS 3.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0642 ***********************************************************************
 LS0642  DESIGNATION -  45 LRC
 LS0642  PID         -  LS0642
 LS0642  STATE/COUNTY-  NV/HUMBOLDT
 LS0642  USGS QUAD   -  BLACK ROCK POINT EAST (1981)
 LS0642
 LS0642                         *CURRENT SURVEY CONTROL
 LS0642  ___________________________________________________________________
 LS0642* NAD 83(1986)-  40 59 56.     (N)    118 54 16.     (W)     SCALED    
 LS0642* NAVD 88     -      1198.188  (meters)    3931.06   (feet)  ADJUSTED  
 LS0642  ___________________________________________________________________
 LS0642  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 LS0642  DYNAMIC HT  -        1197.331 (meters)    3928.24  (feet)  COMP
 LS0642  MODELED GRAV-     979,867.5   (mgal)                       NAVD 88
 LS0642
 LS0642  VERT ORDER  -  SECOND    CLASS 0
 LS0642
 LS0642.The horizontal coordinates were scaled from a topographic map and have
 LS0642.an estimated accuracy of +/- 6 seconds.
 LS0642
 LS0642.The orthometric height was determined by differential leveling
 LS0642.and adjusted by the National Geodetic Survey in June 1991..
 LS0642
 LS0642.The geoid height was determined by GEOID03.
 LS0642
 LS0642.The dynamic height is computed by dividing the NAVD 88
 LS0642.geopotential number by the normal gravity value computed on the
 LS0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0642.degrees latitude (g = 980.6199 gals.).
 LS0642
 LS0642.The modeled gravity was interpolated from observed gravity values.
 LS0642
 LS0642;                    North         East    Units  Estimated Accuracy
 LS0642;SPC NV W     - 4,693,570.      772,990.      MT  (+/- 180 meters Scaled)
 LS0642
 LS0642                          SUPERSEDED SURVEY CONTROL
 LS0642
 LS0642.No superseded survey control is available for this station.
 LS0642
 LS0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF398403(NAD 83)
 LS0642_MARKER: DD = SURVEY DISK
 LS0642_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LS0642_SP_SET: PREFAB CONC. POST IN EARTH
 LS0642_STAMPING: 45 LRC 1972 3928
 LS0642_MARK LOGO: USGS  
 LS0642_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LS0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0642+SATELLITE: SATELLITE OBSERVATIONS - 1972
 LS0642
 LS0642  HISTORY     - Date     Condition        Report By
 LS0642  HISTORY     - 1972     MONUMENTED       USGS
 LS0642
 LS0642                          STATION DESCRIPTION
 LS0642
 LS0642'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LS0642'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 LS0642'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 LS0642'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 LS0642'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 2.9 MILES NORTH
 LS0642'ALONG TRACK ROAD TO A LOW MOUND NEAR A DRAIN CROSSING, 23.7 MILES
 LS0642'SOUTH OF PAHUTE MEADOW RANCH, 2.5 MILES NORTH OF THE SOUTHEAST POINT
 LS0642'OF BLACK ROCK RANGE, 110 FEET NORTHWEST OF A DRAIN CROSSIG AND 31 FEET
 LS0642'WEST OF THE CENTERLINE OF THE ROAD AND 13 FEET WEST OF THE CENTERLINE
 LS0642'OF A LARGE BUSH, 2 FEET EAST OF A WITNESS POST AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0479 ***********************************************************************
 MU0479  DESIGNATION -  45 O
 MU0479  PID         -  MU0479
 MU0479  STATE/COUNTY-  NV/LANDER
 MU0479  USGS QUAD   -  ROCK CREEK RANCH (1965)
 MU0479
 MU0479                         *CURRENT SURVEY CONTROL
 MU0479  ___________________________________________________________________
 MU0479* NAD 83(1986)-  41 00 26.     (N)    116 37 34.     (W)     SCALED    
 MU0479* NAVD 88     -      1526.487  (meters)    5008.15   (feet)  POSTED    
 MU0479  ___________________________________________________________________
 MU0479  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 MU0479  DYNAMIC HT  -        1525.270 (meters)    5004.16  (feet)  COMP
 MU0479  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 MU0479
 MU0479  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0479
 MU0479.The horizontal coordinates were scaled from a topographic map and have
 MU0479.an estimated accuracy of +/- 6 seconds.
 MU0479
 MU0479.The orthometric height was determined by differential leveling
 MU0479.and adjusted by the National Geodetic Survey in 1992..
 MU0479.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0479.rate of 0.0 thru 1.0 mm/km.
 MU0479
 MU0479.The geoid height was determined by GEOID03.
 MU0479
 MU0479.The dynamic height is computed by dividing the NAVD 88
 MU0479.geopotential number by the normal gravity value computed on the
 MU0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0479.degrees latitude (g = 980.6199 gals.).
 MU0479
 MU0479.The modeled gravity was interpolated from observed gravity values.
 MU0479
 MU0479;                    North         East    Units  Estimated Accuracy
 MU0479;SPC NV C     - 6,694,450.      503,410.      MT  (+/- 180 meters Scaled)
 MU0479
 MU0479                          SUPERSEDED SURVEY CONTROL
 MU0479
 MU0479.No superseded survey control is available for this station.
 MU0479
 MU0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF314396(NAD 83)
 MU0479_MARKER: DD = SURVEY DISK
 MU0479_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MU0479_SP_SET: PREFAB CONC. POST IN EARTH
 MU0479_STAMPING: 45 O 1963
 MU0479_MARK LOGO: USGS  
 MU0479_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0479+SATELLITE: SATELLITE OBSERVATIONS - 1963
 MU0479
 MU0479  HISTORY     - Date     Condition        Report By
 MU0479  HISTORY     - 1963     MONUMENTED       USGS
 MU0479
 MU0479                          STATION DESCRIPTION
 MU0479
 MU0479'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MU0479'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 MU0479'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 MU0479'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 MU0479'NORTHEAST ALONG ROAD, THENCE 15.1 MILES NORTHEAST ALONG ROAD, 2.0
 MU0479'MILES NORTHEAST OF WIRE CORRAL RANCH, 24 FEET NORTH OF THE CENTERLINE
 MU0479'OF THE ROAD, 1 FOOT SOUTH OF A WITNESS MARK ON A FENCE POST IN THE
 MU0479'CURVE OF A BEND IN THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0685 ***********************************************************************
 GS0685  DESIGNATION -  45 TJS
 GS0685  PID         -  GS0685
 GS0685  STATE/COUNTY-  NV/NYE
 GS0685  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0685
 GS0685                         *CURRENT SURVEY CONTROL
 GS0685  ___________________________________________________________________
 GS0685* NAD 83(1986)-  36 50 12.     (N)    116 27 48.     (W)     SCALED    
 GS0685* NAVD 88     -      1441.795  (meters)    4730.29   (feet)  ADJUSTED  
 GS0685  ___________________________________________________________________
 GS0685  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 GS0685  DYNAMIC HT  -        1440.183 (meters)    4725.00  (feet)  COMP
 GS0685  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 GS0685
 GS0685  VERT ORDER  -  FIRST     CLASS I
 GS0685
 GS0685.The horizontal coordinates were scaled from a topographic map and have
 GS0685.an estimated accuracy of +/- 6 seconds.
 GS0685
 GS0685.The orthometric height was determined by differential leveling
 GS0685.and adjusted by the National Geodetic Survey in May 2004..
 GS0685
 GS0685.The geoid height was determined by GEOID03.
 GS0685
 GS0685.The dynamic height is computed by dividing the NAVD 88
 GS0685.geopotential number by the normal gravity value computed on the
 GS0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0685.degrees latitude (g = 980.6199 gals.).
 GS0685
 GS0685.The modeled gravity was interpolated from observed gravity values.
 GS0685
 GS0685;                    North         East    Units  Estimated Accuracy
 GS0685;SPC NV C     - 6,231,520.      518,140.      MT  (+/- 180 meters Scaled)
 GS0685
 GS0685                          SUPERSEDED SURVEY CONTROL
 GS0685
 GS0685  NAVD 88 (??/??/92) 1441.804  (m)         4730.32   (f) UNKNOWN     3 0
 GS0685  NGVD 29 (05/01/91) 1440.886  (m)         4727.31   (f) ADJUSTED    1 1
 GS0685
 GS0685.Superseded values are not recommended for survey control.
 GS0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0685.See file dsdata.txt to determine how the superseded data were derived.
 GS0685
 GS0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA478768(NAD 83)
 GS0685_MARKER: DB = BENCH MARK DISK
 GS0685_SETTING: 66 = SET IN ROCK OUTCROP
 GS0685_SP_SET: BEDROCK
 GS0685_STAMPING: 45 TJS 1983
 GS0685_MARK LOGO: USGS  
 GS0685_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0685+STABILITY: POSITION/ELEVATION WELL
 GS0685
 GS0685  HISTORY     - Date     Condition        Report By
 GS0685  HISTORY     - 1983     MONUMENTED       USGS
 GS0685  HISTORY     - 1986     GOOD             USGS
 GS0685  HISTORY     - 1988     GOOD             USGS
 GS0685  HISTORY     - 19910404 GOOD             USGS
 GS0685  HISTORY     - 19930125 GOOD             USGS
 GS0685  HISTORY     - 19950130 GOOD             USGS
 GS0685
 GS0685                          STATION DESCRIPTION
 GS0685
 GS0685'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0685'59.7 KM (37.05 MI) NW FROM MERCURY.
 GS0685'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0685'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0685'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0685'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0685'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0685'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0685'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0685'4.62 MILES, 31 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 GS0685'THE MARK IS 4 FT  S FROM  A ROCK CAIRN
 GS0685
 GS0685                          STATION RECOVERY (1986)
 GS0685
 GS0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0685'RECOVERED IN GOOD CONDITION.
 GS0685
 GS0685                          STATION RECOVERY (1988)
 GS0685
 GS0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0685'RECOVERED IN GOOD CONDITION.
 GS0685
 GS0685                          STATION RECOVERY (1991)
 GS0685
 GS0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0685'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0685'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0685'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0685'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0685'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0685'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0685'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0685'4.62 MILES, 31 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 GS0685
 GS0685                          STATION RECOVERY (1993)
 GS0685
 GS0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0685'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0685'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0685'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0685'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0685'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0685'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0685'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.95 MILES (3.14 KM) TO A
 GS0685'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 4.62 MILES
 GS0685'(7.43 KM), 31 FEET (9.4 M) SOUTH OF THE CENTERLINE OF THE ROAD.
 GS0685
 GS0685                          STATION RECOVERY (1995)
 GS0685
 GS0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0685'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0389 ***********************************************************************
 KP0389  DESIGNATION -  45 WR
 KP0389  PID         -  KP0389
 KP0389  STATE/COUNTY-  NV/WHITE PINE
 KP0389  USGS QUAD   -  LIMESTONE PEAK (1990)
 KP0389
 KP0389                         *CURRENT SURVEY CONTROL
 KP0389  ___________________________________________________________________
 KP0389* NAD 83(1994)-  39 10 22.15282(N)    115 16 35.46964(W)     ADJUSTED  
 KP0389* NAVD 88     -      2021.08   (+/-2cm)    6630.8    (feet)  VERTCON   
 KP0389  ___________________________________________________________________
 KP0389  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 KP0389  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 KP0389
 KP0389  HORZ ORDER  -  SECOND
 KP0389  VERT ORDER  -  THIRD ? (See Below)
 KP0389
 KP0389.The horizontal coordinates were established by classical geodetic methods
 KP0389.and adjusted by the National Geodetic Survey in June 1998..
 KP0389
 KP0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0389.The vertical order pertains to the NGVD 29 superseded value.
 KP0389
 KP0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0389
 KP0389.The geoid height was determined by GEOID03.
 KP0389
 KP0389;                    North         East     Units Scale Factor Converg.
 KP0389;SPC NV E     - 8,490,827.414   226,510.791   MT  0.99990865   +0 11 37.7
 KP0389;SPC NV E     -27,856,989.61    743,144.15   sFT  0.99990865   +0 11 37.7
 KP0389;UTM  11      - 4,337,369.560   648,880.074   MT  0.99987292   +1 05 19.9
 KP0389
 KP0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0389!SPC NV E     -   0.99968627  x   0.99990865  =   0.99959495
 KP0389!UTM  11      -   0.99968627  x   0.99987292  =   0.99955923
 KP0389
 KP0389:                Primary Azimuth Mark                     Grid Az
 KP0389:SPC NV E     -  45 WR AZ MK                              166 15 25.3
 KP0389:UTM  11      -  45 WR AZ MK                              165 21 43.1
 KP0389
 KP0389|---------------------------------------------------------------------|
 KP0389| PID    Reference Object                     Distance      Geod. Az  |
 KP0389|                                                           dddmmss.s |
 KP0389| DC9836 45 WR AZ MK                                        1662703.0 |
 KP0389| DC9837 45 WR RM 1                           15.424 METERS 21240     |
 KP0389| DC9838 45 WR RM 2                           14.342 METERS 29902     |
 KP0389|---------------------------------------------------------------------|
 KP0389
 KP0389                          SUPERSEDED SURVEY CONTROL
 KP0389
 KP0389  NAD 83(1994)-  39 10 22.15082(N)    115 16 35.46859(W) AD(       ) 2
 KP0389  NAD 83(1986)-  39 10 22.14802(N)    115 16 35.46732(W) AD(       ) 2
 KP0389  NAD 27      -  39 10 22.37100(N)    115 16 32.37300(W) AD(       ) 2
 KP0389  NGVD 29 (07/19/86) 2019.77   (m)         6626.5    (f) LEVELING    3  
 KP0389
 KP0389.Superseded values are not recommended for survey control.
 KP0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0389.See file dsdata.txt to determine how the superseded data were derived.
 KP0389
 KP0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD4888037370(NAD 83)
 KP0389_MARKER: DD = SURVEY DISK
 KP0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0389
 KP0389  HISTORY     - Date     Condition        Report By
 KP0389  HISTORY     - 1954     MONUMENTED       USGS
 KP0389
 KP0389                          STATION DESCRIPTION
 KP0389
 KP0389'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (LSB)
 KP0389'THE STATION IS LOCATED AT THE FOOT OF THE WHITE PINE MOUNTAINS
 KP0389'ALONGSIDE A GRAVELED ROAD ON THE WEST SIDE OF WHAT IS KNOWN AS
 KP0389'JAKES VALLEY.  IT IS ABOUT 22 MILES WEST OF ELY, ABOUT 14 MILES
 KP0389'SOUTH OF THE MOORMAN RANCH WHICH IS ON U.S. HIGHWAY 50, 1/2
 KP0389'MILE NORTH OF A CONSPICUOUS, TWIN-PEAKED, ROCKY BUTTE THAT IS
 KP0389'COVERED WITH TIMBER, 16.5 FEET WEST OF THE APPROXIMATE
 KP0389'CENTERLINE OF THE MAIN GRAVELED ROAD, 12 FEET SOUTHEAST OF THE
 KP0389'APPROXIMATE CENTER LINE OF A DIRT SIDE ROAD, AND 11 FEET NORTH
 KP0389'OF A WITNESS POST AND A SIGN BUTTE SPRING.
 KP0389'
 KP0389'TO REACH THE STATION FROM THE INTERSECTION OF FIFTH AND AULTMAN
 KP0389'STREETS (U.S. HIGHWAY 50), WHICH IS ONE BLOCK NORTH OF THE POST
 KP0389'OFFICE IN ELY, GO WEST ON U.S. HIGHWAY 50 FOR 32.1 MILES TO A
 KP0389'GRAVELED ROAD TO THE LEFT AND A SIGN ELLISON CREEK.  THIS POINT
 KP0389'IS ABOUT 1/2 MILE EAST OF THE MOORMAN RANCH BUILDINGS.  TURN
 KP0389'LEFT ON THE GRAVELED ROAD AND GO SOUTHERLY FOR 1.0 MILE TO A
 KP0389'FORK JUST SOUTH OF A CATTLE GUARD.  TAKE THE RIGHT FORK AND
 KP0389'GO SOUTHWEST, THEN SOUTH, FOR 11.75 MILES TO A FORK AND A
 KP0389'SIGN HAYDEN CANYON.  TAKE THE LEFT FORK AND GO SOUTH FOR 1.35
 KP0389'MILES TO THE STATION ON THE RIGHT (WEST) SIDE OF THE ROAD AT
 KP0389'A FORK AND A SIGN BUTTE SPRING.
 KP0389'
 KP0389'TO REACH THE AZIMUTH MARK CONTINUE SOUTH ON THE MAIN GRAVELED
 KP0389'ROAD FOR 0.3 MILE THEN TURN RIGHT OFF THE ROAD AND GO SOUTHWEST
 KP0389'ACROSS COUNTRY 0.05 MILE TO THE MARK IN A ROCK OUTCROP AT THE
 KP0389'FOOT OF THE CONSPICUOUS ROCKY BUTTE MENTIONED ABOVE.
 KP0389'
 KP0389'THE STATION MARK, STAMPED 45 WR 1947, IS A STANDARD U.S.
 KP0389'GEOLOGICAL SURVEY BENCH MARK SET IN THE TOP OF A 0.6-FOOT
 KP0389'SQUARE CONCRETE POST WHICH PROJECTS 1 FOOT.
 KP0389'
 KP0389'REFERENCE MARK 1, STAMPED BENCH MARK 45 WR USGS 1954 NO. 1,
 KP0389'IS A STANDARD DISK SET IN THE TOP OF A 1-FOOT SQUARE CONCRETE
 KP0389'POST WHICH PROJECTS 3 INCHES.  IT IS WEST-SOUTHWEST OF THE
 KP0389'STATION, APPROXIMATELY 4 PACES SOUTHEAST OF THE CENTER LINE
 KP0389'OF A DIRT ROAD, AND IS ABOUT THE SAME ELEVATION AS THE STATION
 KP0389'MARK.
 KP0389'
 KP0389'REFERENCE MARK 2, STAMPED BENCH MARK 45 WR USGS 1954 NO. 2,
 KP0389'IS A STANDARD DISK SET IN THE TOP OF A 1-FOOT SQUARE CONCRETE
 KP0389'POST WHICH PROJECTS 4 INCHES.  IT IS WEST-NORTHWEST OF THE
 KP0389'STATION, APPROXIMATELY 12 PACES NORTHWEST OF THE CENTER LINE
 KP0389'OF A DIRT ROAD.
 KP0389'
 KP0389'THE AZIMUTH MARK, STAMPED BENCH MARK 45 WR USGS 1954, IS A
 KP0389'STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING BED ROCK.  IT IS
 KP0389'APPROXIMATELY 0.3 MILE SOUTH OF THE STATION, 65 FEET WEST OF
 KP0389'THE APPROXIMATE CENTER LINE OF A TRACK ROAD, AND 3-1/2 FEET
 KP0389'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0808 ***********************************************************************
 JR0808  DESIGNATION -  4577
 JR0808  PID         -  JR0808
 JR0808  STATE/COUNTY-  NV/NYE
 JR0808  USGS QUAD   -  MOUNT ANNIE SE (1979)
 JR0808
 JR0808                         *CURRENT SURVEY CONTROL
 JR0808  ___________________________________________________________________
 JR0808* NAD 83(1986)-  38 49 41.     (N)    118 00 38.     (W)     SCALED    
 JR0808* NAVD 88     -      1393.99   (+/-2cm)    4573.4    (feet)  VERTCON   
 JR0808  ___________________________________________________________________
 JR0808  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 JR0808
 JR0808  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0808
 JR0808.The horizontal coordinates were scaled from a topographic map and have
 JR0808.an estimated accuracy of +/- 6 seconds.
 JR0808
 JR0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0808.The vertical order pertains to the NGVD 29 superseded value.
 JR0808
 JR0808.The geoid height was determined by GEOID03.
 JR0808
 JR0808;                    North         East    Units  Estimated Accuracy
 JR0808;SPC NV C     - 6,453,370.      383,310.      MT  (+/- 180 meters Scaled)
 JR0808
 JR0808                          SUPERSEDED SURVEY CONTROL
 JR0808
 JR0808  NGVD 29 (??/??/92) 1392.966  (m)         4570.09   (f) ADJ UNCH    1 2
 JR0808
 JR0808.Superseded values are not recommended for survey control.
 JR0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0808.See file dsdata.txt to determine how the superseded data were derived.
 JR0808
 JR0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC122981(NAD 83)
 JR0808_MARKER: DD = SURVEY DISK
 JR0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0808_STAMPING: 4577 1908
 JR0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0808+STABILITY: SURFACE MOTION
 JR0808
 JR0808  HISTORY     - Date     Condition        Report By
 JR0808  HISTORY     - 1908     MONUMENTED       USGS
 JR0808  HISTORY     - 1940     GOOD             NGS
 JR0808
 JR0808                          STATION DESCRIPTION
 JR0808
 JR0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0808'14.7 MI SE FROM HOT SPRINGS.
 JR0808'LOCATED 14.7 MILES SOUTHEAST OF HOT SPRINGS AND ON THE HOT
 JR0808'SPRINGS-KELLEYS WELL ROAD, 2.7 MILES NORTHWEST OF INTERSECTION OF
 JR0808'HOT SPRINGS-KELLYS WELL ROAD AND STATE HIGHWAY 23.  12 FEET SOUTH
 JR0808'OF CENTERLINE OF ROAD.  B.M. IS A STANDARD USGS TABLET SET IN
 JR0808'THE TOP OF A CONCRETE POST.  NOTE-- U. S. B. M. WITNESS POST IS SET
 JR0808'BY THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0928 ***********************************************************************
 KR0928  DESIGNATION -  46
 KR0928  PID         -  KR0928
 KR0928  STATE/COUNTY-  NV/WASHOE
 KR0928  USGS QUAD   -  STEAMBOAT (1994)
 KR0928
 KR0928                         *CURRENT SURVEY CONTROL
 KR0928  ___________________________________________________________________
 KR0928* NAD 83(1986)-  39 23 30.     (N)    119 44 31.     (W)     SCALED    
 KR0928* NAVD 88     -      1396.039  (meters)    4580.17   (feet)  ADJUSTED  
 KR0928  ___________________________________________________________________
 KR0928  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KR0928  DYNAMIC HT  -        1394.740 (meters)    4575.91  (feet)  COMP
 KR0928  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 KR0928
 KR0928  VERT ORDER  -  FIRST     CLASS II
 KR0928
 KR0928.The horizontal coordinates were scaled from a topographic map and have
 KR0928.an estimated accuracy of +/- 6 seconds.
 KR0928
 KR0928.The orthometric height was determined by differential leveling
 KR0928.and adjusted by the National Geodetic Survey in June 1991..
 KR0928
 KR0928.The geoid height was determined by GEOID03.
 KR0928
 KR0928.The dynamic height is computed by dividing the NAVD 88
 KR0928.geopotential number by the normal gravity value computed on the
 KR0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0928.degrees latitude (g = 980.6199 gals.).
 KR0928
 KR0928.The modeled gravity was interpolated from observed gravity values.
 KR0928
 KR0928;                    North         East    Units  Estimated Accuracy
 KR0928;SPC NV W     - 4,515,720.      700,200.      MT  (+/- 180 meters Scaled)
 KR0928
 KR0928                          SUPERSEDED SURVEY CONTROL
 KR0928
 KR0928  NGVD 29 (??/??/92) 1394.945  (m)         4576.58   (f) ADJ UNCH    1 2
 KR0928
 KR0928.Superseded values are not recommended for survey control.
 KR0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0928.See file dsdata.txt to determine how the superseded data were derived.
 KR0928
 KR0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD638638(NAD 83)
 KR0928_MARKER: DD = SURVEY DISK
 KR0928_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0928_SP_SET: CONCRETE MASS
 KR0928_STAMPING: 46
 KR0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0928
 KR0928  HISTORY     - Date     Condition        Report By
 KR0928  HISTORY     - UNK      MONUMENTED       NVDH
 KR0928  HISTORY     - 1953     GOOD             NGS
 KR0928  HISTORY     - 1955     GOOD             NGS
 KR0928
 KR0928                          STATION DESCRIPTION
 KR0928
 KR0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0928'0.9 MI N FROM STEAMBOAT.
 KR0928'0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 KR0928'STEAMBOAT, THENCE 0.7 MILE NORTH ALONG U. S. HIGHWAY 95, 9.9 MILES
 KR0928'SOUTHEAST OF RENO, 0.5 MILE SOUTH OF THE MAIN ENTRANCE TO RENO HOT
 KR0928'SPRINGS, 104 FEET NORTH OF TELEPHONE POLE 235, 77.0 FEET SOUTH OF
 KR0928'BENCH MARK H 323, 51 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KR0928'1.0 FOOT WEST OF A FENCE, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, FLUSH
 KR0928'WITH THE GROUND, AND SET IN THE TOP OF A MASS OF CONCRETE.
 KR0928
 KR0928                          STATION RECOVERY (1955)
 KR0928
 KR0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KR0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0589 ***********************************************************************
 MU0589  DESIGNATION -  46 BKC
 MU0589  PID         -  MU0589
 MU0589  STATE/COUNTY-  NV/ELKO
 MU0589  USGS QUAD   -  HUMBOLDT HILL (1973)
 MU0589
 MU0589                         *CURRENT SURVEY CONTROL
 MU0589  ___________________________________________________________________
 MU0589* NAD 83(1986)-  41 32 32.     (N)    116 52 40.     (W)     SCALED    
 MU0589* NAVD 88     -      1624.209  (meters)    5328.76   (feet)  POSTED    
 MU0589  ___________________________________________________________________
 MU0589  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 MU0589  DYNAMIC HT  -        1622.990 (meters)    5324.76  (feet)  COMP
 MU0589  MODELED GRAV-     979,817.5   (mgal)                       NAVD 88
 MU0589
 MU0589  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0589
 MU0589.The horizontal coordinates were scaled from a topographic map and have
 MU0589.an estimated accuracy of +/- 6 seconds.
 MU0589
 MU0589.The orthometric height was determined by differential leveling
 MU0589.and adjusted by the National Geodetic Survey in 1992..
 MU0589.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0589.rate of 0.0 thru 1.0 mm/km.
 MU0589
 MU0589.The geoid height was determined by GEOID03.
 MU0589
 MU0589.The dynamic height is computed by dividing the NAVD 88
 MU0589.geopotential number by the normal gravity value computed on the
 MU0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0589.degrees latitude (g = 980.6199 gals.).
 MU0589
 MU0589.The modeled gravity was interpolated from observed gravity values.
 MU0589
 MU0589;                    North         East    Units  Estimated Accuracy
 MU0589;SPC NV E     - 8,754,670.       92,000.      MT  (+/- 180 meters Scaled)
 MU0589
 MU0589                          SUPERSEDED SURVEY CONTROL
 MU0589
 MU0589.No superseded survey control is available for this station.
 MU0589
 MU0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF101989(NAD 83)
 MU0589_MARKER: DD = SURVEY DISK
 MU0589_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0589_SP_SET: COPPER-CLAD STEEL ROD
 MU0589_STAMPING: 46 BKC 1973 5325
 MU0589_MARK LOGO: USGS  
 MU0589_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0589+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0589
 MU0589  HISTORY     - Date     Condition        Report By
 MU0589  HISTORY     - 1973     MONUMENTED       USGS
 MU0589
 MU0589                          STATION DESCRIPTION
 MU0589
 MU0589'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0589'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0589'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0589'THENCE 13.9 MILES WEST ALONG ROAD, 19.8 MILES WEST OF WINTERS RANCH
 MU0589'-STONE HOUSE-, 1.7 MILES SOUTHEAST AND 3.9 MILES NORTHEAST AND 5.4
 MU0589'MILES EAST OF LITTLE HUMBOLDT RANCH, 0.15 MILES EAST OF T-ROAD NORTH,
 MU0589'31 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A WITNESS
 MU0589'POST,  SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0589'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0464 ***********************************************************************
 JP0464  DESIGNATION -  46 DOR
 JP0464  PID         -  JP0464
 JP0464  STATE/COUNTY-  NV/LINCOLN
 JP0464  USGS QUAD   -  BRISTOL WELL (1980)
 JP0464
 JP0464                         *CURRENT SURVEY CONTROL
 JP0464  ___________________________________________________________________
 JP0464* NAD 83(1986)-  38 07 03.     (N)    114 44 23.     (W)     SCALED    
 JP0464* NAVD 88     -      1644.755  (meters)    5396.17   (feet)  ADJUSTED  
 JP0464  ___________________________________________________________________
 JP0464  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 JP0464  DYNAMIC HT  -        1642.969 (meters)    5390.31  (feet)  COMP
 JP0464  MODELED GRAV-     979,485.1   (mgal)                       NAVD 88
 JP0464
 JP0464  VERT ORDER  -  SECOND    CLASS 0
 JP0464
 JP0464.The horizontal coordinates were scaled from a topographic map and have
 JP0464.an estimated accuracy of +/- 6 seconds.
 JP0464
 JP0464.The orthometric height was determined by differential leveling
 JP0464.and adjusted by the National Geodetic Survey in June 1991..
 JP0464
 JP0464.The geoid height was determined by GEOID03.
 JP0464
 JP0464.The dynamic height is computed by dividing the NAVD 88
 JP0464.geopotential number by the normal gravity value computed on the
 JP0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0464.degrees latitude (g = 980.6199 gals.).
 JP0464
 JP0464.The modeled gravity was interpolated from observed gravity values.
 JP0464
 JP0464;                    North         East    Units  Estimated Accuracy
 JP0464;SPC NV E     - 8,373,980.      273,970.      MT  (+/- 180 meters Scaled)
 JP0464
 JP0464                          SUPERSEDED SURVEY CONTROL
 JP0464
 JP0464.No superseded survey control is available for this station.
 JP0464
 JP0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC981212(NAD 83)
 JP0464_MARKER: DD = SURVEY DISK
 JP0464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0464_SP_SET: COPPER-CLAD STEEL ROD
 JP0464_STAMPING: 46 DOR 1968 5393
 JP0464_MARK LOGO: USGS  
 JP0464_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0464+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0464
 JP0464  HISTORY     - Date     Condition        Report By
 JP0464  HISTORY     - 1968     MONUMENTED       USGS
 JP0464
 JP0464                          STATION DESCRIPTION
 JP0464
 JP0464'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0464'FROM THE POST OFFICE IN PIOCHE, PROCEED 13.7 MILES NORTH ALONG U S
 JP0464'HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 10.5 MILES WEST
 JP0464'AT TOP OF A RISE, 100 FEET WEST OF A T-ROAD SOUTH, 70 FEET SOUTH AND
 JP0464'2.5 FEET LOWER THAN THE ROAD, 2 FEET NORTH OF A WITNESS SIGN, ON
 JP0464'A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0626 ***********************************************************************
 JP0626  DESIGNATION -  46 DOR
 JP0626  PID         -  JP0626
 JP0626  STATE/COUNTY-  NV/LINCOLN
 JP0626  USGS QUAD   -  RED LEDGES (1973)
 JP0626
 JP0626                         *CURRENT SURVEY CONTROL
 JP0626  ___________________________________________________________________
 JP0626* NAD 83(1986)-  38 39 35.     (N)    114 22 32.     (W)     SCALED    
 JP0626* NAVD 88     -      1806.580  (meters)    5927.09   (feet)  ADJUSTED  
 JP0626  ___________________________________________________________________
 JP0626  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 JP0626  DYNAMIC HT  -        1804.619 (meters)    5920.65  (feet)  COMP
 JP0626  MODELED GRAV-     979,478.9   (mgal)                       NAVD 88
 JP0626
 JP0626  VERT ORDER  -  SECOND    CLASS 0
 JP0626
 JP0626.The horizontal coordinates were scaled from a topographic map and have
 JP0626.an estimated accuracy of +/- 6 seconds.
 JP0626
 JP0626.The orthometric height was determined by differential leveling
 JP0626.and adjusted by the National Geodetic Survey in August 1995..
 JP0626
 JP0626.The geoid height was determined by GEOID03.
 JP0626
 JP0626.The dynamic height is computed by dividing the NAVD 88
 JP0626.geopotential number by the normal gravity value computed on the
 JP0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0626.degrees latitude (g = 980.6199 gals.).
 JP0626
 JP0626.The modeled gravity was interpolated from observed gravity values.
 JP0626
 JP0626;                    North         East    Units  Estimated Accuracy
 JP0626;SPC NV E     - 8,434,520.      305,120.      MT  (+/- 180 meters Scaled)
 JP0626
 JP0626                          SUPERSEDED SURVEY CONTROL
 JP0626
 JP0626.No superseded survey control is available for this station.
 JP0626
 JP0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC283822(NAD 83)
 JP0626_MARKER: DD = SURVEY DISK
 JP0626_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0626_SP_SET: COPPER-CLAD STEEL ROD
 JP0626_STAMPING: 46 DOR 1973 5923
 JP0626_MARK LOGO: USGS  
 JP0626_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0626
 JP0626  HISTORY     - Date     Condition        Report By
 JP0626  HISTORY     - 1973     MONUMENTED       USGS
 JP0626
 JP0626                          STATION DESCRIPTION
 JP0626
 JP0626'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0626'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0626'ROAD TO THE MAIN ROAD, THENCE 14.2 MILES NORTH ALONG THE MAIN ROAD TO
 JP0626'A CATTLEGUARD, THENCE 2.9 MILES EAST-NORTHEAST ALONG A FENCE, 40 FEET
 JP0626'EAST OF A GATEPOST, 18 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 0.5
 JP0626'FOOT NORTH OF A FENCE,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL
 JP0626'ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0575 ***********************************************************************
 MU0575  DESIGNATION -  46 FMK
 MU0575  PID         -  MU0575
 MU0575  STATE/COUNTY-  NV/ELKO
 MU0575  USGS QUAD   -  DESERT RANCH (1974)
 MU0575
 MU0575                         *CURRENT SURVEY CONTROL
 MU0575  ___________________________________________________________________
 MU0575* NAD 83(1986)-  41 42 05.     (N)    116 35 27.     (W)     SCALED    
 MU0575* NAVD 88     -      1612.087  (meters)    5288.99   (feet)  POSTED    
 MU0575  ___________________________________________________________________
 MU0575  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 MU0575  DYNAMIC HT  -        1610.890 (meters)    5285.06  (feet)  COMP
 MU0575  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 MU0575
 MU0575  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0575
 MU0575.The horizontal coordinates were scaled from a topographic map and have
 MU0575.an estimated accuracy of +/- 6 seconds.
 MU0575
 MU0575.The orthometric height was determined by differential leveling
 MU0575.and adjusted by the National Geodetic Survey in 1992..
 MU0575.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0575.rate of 1.1 thru 2.0 mm/km.
 MU0575
 MU0575.The geoid height was determined by GEOID03.
 MU0575
 MU0575.The dynamic height is computed by dividing the NAVD 88
 MU0575.geopotential number by the normal gravity value computed on the
 MU0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0575.degrees latitude (g = 980.6199 gals.).
 MU0575
 MU0575.The modeled gravity was interpolated from observed gravity values.
 MU0575
 MU0575;                    North         East    Units  Estimated Accuracy
 MU0575;SPC NV E     - 8,772,030.      116,150.      MT  (+/- 180 meters Scaled)
 MU0575
 MU0575                          SUPERSEDED SURVEY CONTROL
 MU0575
 MU0575  NGVD 29 (??/??/92) 1610.97   (m)         5285.3    (f) COMPUTED    2 0
 MU0575
 MU0575.Superseded values are not recommended for survey control.
 MU0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0575.See file dsdata.txt to determine how the superseded data were derived.
 MU0575
 MU0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG340167(NAD 83)
 MU0575_MARKER: DD = SURVEY DISK
 MU0575_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0575_SP_SET: COPPER-CLAD STEEL ROD
 MU0575_STAMPING: 46 FMK 1973 5285
 MU0575_MARK LOGO: USGS  
 MU0575_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0575+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0575
 MU0575  HISTORY     - Date     Condition        Report By
 MU0575  HISTORY     - 1973     MONUMENTED       USGS
 MU0575
 MU0575                          STATION DESCRIPTION
 MU0575
 MU0575'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0575'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0575'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0575'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0575'ALONG ROAD, THENCE 12.8 MILES NORTH-NORTHEAST ALONG TRACK ROAD, 3.1
 MU0575'MILES SOUTH AND 0.8 MILES WEST OF DESERT RANCH, 35 FEET WEST OF THE
 MU0575'CENTERLINE OF THE ROAD, 3 FEET EAST OF A CAIRN,  A COPPER-COATED ROD
 MU0575'ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0409 ***********************************************************************
 NW0409  DESIGNATION -  46 HEI
 NW0409  PID         -  NW0409
 NW0409  STATE/COUNTY-  NV/HUMBOLDT
 NW0409  USGS QUAD   -  LOOKOUT LAKE (1982)
 NW0409
 NW0409                         *CURRENT SURVEY CONTROL
 NW0409  ___________________________________________________________________
 NW0409* NAD 83(1986)-  42 03 24.     (N)    117 12 43.     (W)     SCALED    
 NW0409* NAVD 88     -      1722.095  (meters)    5649.91   (feet)  POSTED    
 NW0409  ___________________________________________________________________
 NW0409  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 NW0409  DYNAMIC HT  -        1720.870 (meters)    5645.89  (feet)  COMP
 NW0409  MODELED GRAV-     979,847.1   (mgal)                       NAVD 88
 NW0409
 NW0409  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0409
 NW0409.The horizontal coordinates were scaled from a topographic map and have
 NW0409.an estimated accuracy of +/- 6 seconds.
 NW0409
 NW0409.The orthometric height was determined by differential leveling
 NW0409.and adjusted by the National Geodetic Survey in 1992..
 NW0409.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0409.rate of 0.0 thru 1.0 mm/km.
 NW0409
 NW0409.The geoid height was determined by GEOID03.
 NW0409
 NW0409.The dynamic height is computed by dividing the NAVD 88
 NW0409.geopotential number by the normal gravity value computed on the
 NW0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0409.degrees latitude (g = 980.6199 gals.).
 NW0409
 NW0409.The modeled gravity was interpolated from observed gravity values.
 NW0409
 NW0409;                    North         East    Units  Estimated Accuracy
 NW0409;SPC NV W     - 4,811,900.      913,510.      MT  (+/- 180 meters Scaled)
 NW0409
 NW0409                          SUPERSEDED SURVEY CONTROL
 NW0409
 NW0409.No superseded survey control is available for this station.
 NW0409
 NW0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG824560(NAD 83)
 NW0409_MARKER: DD = SURVEY DISK
 NW0409_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0409_SP_SET: COPPER-CLAD STEEL ROD
 NW0409_STAMPING: 46 HEI 1974 5646
 NW0409_MARK LOGO: USGS  
 NW0409_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0409+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NW0409
 NW0409  HISTORY     - Date     Condition        Report By
 NW0409  HISTORY     - 1974     MONUMENTED       USGS
 NW0409
 NW0409                          STATION DESCRIPTION
 NW0409
 NW0409'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0409'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0409'ROAD TO A Y-ROAD, THENCE 14.1 MILES NORTHWEST AND GENERALLY WEST, 33
 NW0409'FEET SOUTHEAST AND LEVEL WITH THE CENTERLINE OF THE ROAD (CAIRN), ON
 NW0409'A COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE AND FLUSH
 NW0409'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0522 ***********************************************************************
 LS0522  DESIGNATION -  46 HJH
 LS0522  PID         -  LS0522
 LS0522  STATE/COUNTY-  NV/PERSHING
 LS0522  USGS QUAD   -  KUMIVA PEAK (1990)
 LS0522
 LS0522                         *CURRENT SURVEY CONTROL
 LS0522  ___________________________________________________________________
 LS0522* NAD 83(1986)-  40 24 17.     (N)    119 20 02.     (W)     SCALED    
 LS0522* NAVD 88     -      1402.362  (meters)    4600.92   (feet)  ADJUSTED  
 LS0522  ___________________________________________________________________
 LS0522  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 LS0522  DYNAMIC HT  -        1401.225 (meters)    4597.19  (feet)  COMP
 LS0522  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 LS0522
 LS0522  VERT ORDER  -  SECOND    CLASS 0
 LS0522
 LS0522.The horizontal coordinates were scaled from a topographic map and have
 LS0522.an estimated accuracy of +/- 6 seconds.
 LS0522
 LS0522.The orthometric height was determined by differential leveling
 LS0522.and adjusted by the National Geodetic Survey in June 1991..
 LS0522
 LS0522.The geoid height was determined by GEOID03.
 LS0522
 LS0522.The dynamic height is computed by dividing the NAVD 88
 LS0522.geopotential number by the normal gravity value computed on the
 LS0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0522.degrees latitude (g = 980.6199 gals.).
 LS0522
 LS0522.The modeled gravity was interpolated from observed gravity values.
 LS0522
 LS0522;                    North         East    Units  Estimated Accuracy
 LS0522;SPC NV W     - 4,627,820.      736,290.      MT  (+/- 180 meters Scaled)
 LS0522
 LS0522                          SUPERSEDED SURVEY CONTROL
 LS0522
 LS0522  NGVD 29 (??/??/92) 1401.315  (m)         4597.48   (f) ADJ UNCH    2 0
 LS0522
 LS0522.Superseded values are not recommended for survey control.
 LS0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0522.See file dsdata.txt to determine how the superseded data were derived.
 LS0522
 LS0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE019752(NAD 83)
 LS0522_MARKER: DB = BENCH MARK DISK
 LS0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0522_SP_SET: CONCRETE POST
 LS0522_STAMPING: 46 HJH 1962 4597
 LS0522_MARK LOGO: USGS  
 LS0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0522+STABILITY: SURFACE MOTION
 LS0522
 LS0522  HISTORY     - Date     Condition        Report By
 LS0522  HISTORY     - 1962     MONUMENTED       USGS
 LS0522
 LS0522                          STATION DESCRIPTION
 LS0522
 LS0522'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0522'29.0 KM (18.00 MI) SOUTH FROM GERLACH.
 LS0522'18.0 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34 ON THE WEST END OF
 LS0522'A SMALL SHALLOW RISE, 40 FEET WEST OF THE HIGHWAY CENTERLINE.
 LS0522'THE MARK IS 2.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0643 ***********************************************************************
 LS0643  DESIGNATION -  46 LRC
 LS0643  PID         -  LS0643
 LS0643  STATE/COUNTY-  NV/HUMBOLDT
 LS0643  USGS QUAD   -  BLACK ROCK POINT EAST (1981)
 LS0643
 LS0643                         *CURRENT SURVEY CONTROL
 LS0643  ___________________________________________________________________
 LS0643* NAD 83(1986)-  40 59 19.     (N)    118 54 38.     (W)     SCALED    
 LS0643* NAVD 88     -      1196.127  (meters)    3924.29   (feet)  ADJUSTED  
 LS0643  ___________________________________________________________________
 LS0643  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 LS0643  DYNAMIC HT  -        1195.268 (meters)    3921.48  (feet)  COMP
 LS0643  MODELED GRAV-     979,865.3   (mgal)                       NAVD 88
 LS0643
 LS0643  VERT ORDER  -  SECOND    CLASS 0
 LS0643
 LS0643.The horizontal coordinates were scaled from a topographic map and have
 LS0643.an estimated accuracy of +/- 6 seconds.
 LS0643
 LS0643.The orthometric height was determined by differential leveling
 LS0643.and adjusted by the National Geodetic Survey in June 1991..
 LS0643
 LS0643.The geoid height was determined by GEOID03.
 LS0643
 LS0643.The dynamic height is computed by dividing the NAVD 88
 LS0643.geopotential number by the normal gravity value computed on the
 LS0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0643.degrees latitude (g = 980.6199 gals.).
 LS0643
 LS0643.The modeled gravity was interpolated from observed gravity values.
 LS0643
 LS0643;                    North         East    Units  Estimated Accuracy
 LS0643;SPC NV W     - 4,692,430.      772,470.      MT  (+/- 180 meters Scaled)
 LS0643
 LS0643                          SUPERSEDED SURVEY CONTROL
 LS0643
 LS0643  NGVD 29 (??/??/92) 1195.14   (m)         3921.1    (f) COMPUTED    2 0
 LS0643
 LS0643.Superseded values are not recommended for survey control.
 LS0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0643.See file dsdata.txt to determine how the superseded data were derived.
 LS0643
 LS0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF392392(NAD 83)
 LS0643_MARKER: DD = SURVEY DISK
 LS0643_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LS0643_SP_SET: PREFAB CONC. POST IN EARTH
 LS0643_STAMPING: 46 LRC 1972 3921
 LS0643_MARK LOGO: USGS  
 LS0643_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LS0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0643+SATELLITE: SATELLITE OBSERVATIONS - 1972
 LS0643
 LS0643  HISTORY     - Date     Condition        Report By
 LS0643  HISTORY     - 1972     MONUMENTED       USGS
 LS0643
 LS0643                          STATION DESCRIPTION
 LS0643
 LS0643'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LS0643'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 LS0643'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 LS0643'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 LS0643'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 2.2 MILES NORTH
 LS0643'ALONG TRACK ROAD AND ACROSS ALKALI FLAT, 24.6 MILES SOUTH OF PAHUTE
 LS0643'MEADOW RANCH, 1.8 MILES NORTH OF BLACK ROCK POINT, 47 FEET NORTHWEST
 LS0643'OF A BEND IN A DIM TRACK ROAD, ABOUT 800 FEET WEST OF THE MAIN
 LS0643'TRAVELED ROAD, 3 FEET SOUTH OF A WITNESS POST AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0480 ***********************************************************************
 MU0480  DESIGNATION -  46 O
 MU0480  PID         -  MU0480
 MU0480  STATE/COUNTY-  NV/LANDER
 MU0480  USGS QUAD   -  WILLOW CR. RESERVOIR SE (1965)
 MU0480
 MU0480                         *CURRENT SURVEY CONTROL
 MU0480  ___________________________________________________________________
 MU0480* NAD 83(1986)-  41 01 17.     (N)    116 35 45.     (W)     SCALED    
 MU0480* NAVD 88     -      1537.199  (meters)    5043.29   (feet)  POSTED    
 MU0480  ___________________________________________________________________
 MU0480  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 MU0480  DYNAMIC HT  -        1535.970 (meters)    5039.26  (feet)  COMP
 MU0480  MODELED GRAV-     979,771.1   (mgal)                       NAVD 88
 MU0480
 MU0480  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0480
 MU0480.The horizontal coordinates were scaled from a topographic map and have
 MU0480.an estimated accuracy of +/- 6 seconds.
 MU0480
 MU0480.The orthometric height was determined by differential leveling
 MU0480.and adjusted by the National Geodetic Survey in 1992..
 MU0480.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0480.rate of 0.0 thru 1.0 mm/km.
 MU0480
 MU0480.The geoid height was determined by GEOID03.
 MU0480
 MU0480.The dynamic height is computed by dividing the NAVD 88
 MU0480.geopotential number by the normal gravity value computed on the
 MU0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0480.degrees latitude (g = 980.6199 gals.).
 MU0480
 MU0480.The modeled gravity was interpolated from observed gravity values.
 MU0480
 MU0480;                    North         East    Units  Estimated Accuracy
 MU0480;SPC NV C     - 6,696,020.      505,960.      MT  (+/- 180 meters Scaled)
 MU0480
 MU0480                          SUPERSEDED SURVEY CONTROL
 MU0480
 MU0480.No superseded survey control is available for this station.
 MU0480
 MU0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF339412(NAD 83)
 MU0480_MARKER: DD = SURVEY DISK
 MU0480_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MU0480_SP_SET: PREFAB CONC. POST IN EARTH
 MU0480_STAMPING: 46 O 1963
 MU0480_MARK LOGO: USGS  
 MU0480_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0480+SATELLITE: SATELLITE OBSERVATIONS - 1963
 MU0480
 MU0480  HISTORY     - Date     Condition        Report By
 MU0480  HISTORY     - 1963     MONUMENTED       USGS
 MU0480
 MU0480                          STATION DESCRIPTION
 MU0480
 MU0480'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MU0480'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 MU0480'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 MU0480'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 MU0480'NORTHEAST ALONG ROAD, THENCE 16.9 MILES NORTHEAST ALONG ROAD, 3.8
 MU0480'MILES NORTHEAST OF WIRE CORRAL RANCH, 54 FEET SOUTH OF THE CENTERLINE
 MU0480'OF THE ROAD AT A POINT WHERE A DRAIN FROM THE NORTHWEST ENTERS THE
 MU0480'ROAD, 3 FEET WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0686 ***********************************************************************
 GS0686  DESIGNATION -  46 TJS
 GS0686  PID         -  GS0686
 GS0686  STATE/COUNTY-  NV/NYE
 GS0686  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0686
 GS0686                         *CURRENT SURVEY CONTROL
 GS0686  ___________________________________________________________________
 GS0686* NAD 83(1986)-  36 50 05.     (N)    116 27 17.     (W)     SCALED    
 GS0686* NAVD 88     -      1355.846  (meters)    4448.30   (feet)  ADJUSTED  
 GS0686  ___________________________________________________________________
 GS0686  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 GS0686  DYNAMIC HT  -        1354.335 (meters)    4443.35  (feet)  COMP
 GS0686  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 GS0686
 GS0686  VERT ORDER  -  FIRST     CLASS I
 GS0686
 GS0686.The horizontal coordinates were scaled from a topographic map and have
 GS0686.an estimated accuracy of +/- 6 seconds.
 GS0686
 GS0686.The orthometric height was determined by differential leveling
 GS0686.and adjusted by the National Geodetic Survey in May 2004..
 GS0686
 GS0686.The geoid height was determined by GEOID03.
 GS0686
 GS0686.The dynamic height is computed by dividing the NAVD 88
 GS0686.geopotential number by the normal gravity value computed on the
 GS0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0686.degrees latitude (g = 980.6199 gals.).
 GS0686
 GS0686.The modeled gravity was interpolated from observed gravity values.
 GS0686
 GS0686;                    North         East    Units  Estimated Accuracy
 GS0686;SPC NV C     - 6,231,310.      518,900.      MT  (+/- 180 meters Scaled)
 GS0686
 GS0686                          SUPERSEDED SURVEY CONTROL
 GS0686
 GS0686  NAVD 88 (??/??/92) 1355.854  (m)         4448.33   (f) UNKNOWN     3 0
 GS0686  NGVD 29 (05/01/91) 1354.934  (m)         4445.31   (f) ADJUSTED    1 1
 GS0686
 GS0686.Superseded values are not recommended for survey control.
 GS0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0686.See file dsdata.txt to determine how the superseded data were derived.
 GS0686
 GS0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA486766(NAD 83)
 GS0686_MARKER: DB = BENCH MARK DISK
 GS0686_SETTING: 66 = SET IN ROCK OUTCROP
 GS0686_SP_SET: BEDROCK
 GS0686_STAMPING: 46 TJS 1983
 GS0686_MARK LOGO: USGS  
 GS0686_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0686+STABILITY: POSITION/ELEVATION WELL
 GS0686
 GS0686  HISTORY     - Date     Condition        Report By
 GS0686  HISTORY     - 1983     MONUMENTED       USGS
 GS0686  HISTORY     - 1986     GOOD             USGS
 GS0686  HISTORY     - 1988     GOOD             USGS
 GS0686  HISTORY     - 19910408 GOOD             USGS
 GS0686  HISTORY     - 19930126 GOOD             USGS
 GS0686  HISTORY     - 19950130 GOOD             USGS
 GS0686
 GS0686                          STATION DESCRIPTION
 GS0686
 GS0686'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0686'58.9 KM (36.55 MI) NW FROM MERCURY.
 GS0686'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0686'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0686'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0686'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0686'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0686'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0686'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0686'3.87 MILES, 49 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 GS0686'THE MARK IS 3 FT  S FROM  A ROCK CAIRN
 GS0686
 GS0686                          STATION RECOVERY (1986)
 GS0686
 GS0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0686'RECOVERED IN GOOD CONDITION.
 GS0686
 GS0686                          STATION RECOVERY (1988)
 GS0686
 GS0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0686'RECOVERED IN GOOD CONDITION.
 GS0686
 GS0686                          STATION RECOVERY (1991)
 GS0686
 GS0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0686'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0686'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0686'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0686'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0686'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0686'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0686'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0686'3.87 MILES, 49 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 GS0686
 GS0686                          STATION RECOVERY (1993)
 GS0686
 GS0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0686'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0686'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0686'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0686'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0686'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0686'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0686'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.95 MILES (3.14 KM) TO A
 GS0686'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 3.87 MILES
 GS0686'(6.23 KM), 49 FEET (14.9 M) NORTH OF THE CENTERLINE OF THE ROAD.
 GS0686
 GS0686                          STATION RECOVERY (1995)
 GS0686
 GS0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0686'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0362 ***********************************************************************
 KR0362  DESIGNATION -  4624
 KR0362  PID         -  KR0362
 KR0362  STATE/COUNTY-  NV/MINERAL
 KR0362  USGS QUAD   -  RED RIDGE (1987)
 KR0362
 KR0362                         *CURRENT SURVEY CONTROL
 KR0362  ___________________________________________________________________
 KR0362* NAD 83(1986)-  39 02 53.     (N)    118 37 21.     (W)     SCALED    
 KR0362* NAVD 88     -      1408.46   (+/-2cm)    4620.9    (feet)  VERTCON   
 KR0362  ___________________________________________________________________
 KR0362  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 KR0362
 KR0362  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0362
 KR0362.The horizontal coordinates were scaled from a topographic map and have
 KR0362.an estimated accuracy of +/- 6 seconds.
 KR0362
 KR0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0362.The vertical order pertains to the NGVD 29 superseded value.
 KR0362
 KR0362.The geoid height was determined by GEOID03.
 KR0362
 KR0362;                    North         East    Units  Estimated Accuracy
 KR0362;SPC NV W     - 4,476,930.      796,610.      MT  (+/- 180 meters Scaled)
 KR0362
 KR0362                          SUPERSEDED SURVEY CONTROL
 KR0362
 KR0362  NGVD 29 (??/??/92) 1407.400  (m)         4617.44   (f) ADJ UNCH    1 2
 KR0362
 KR0362.Superseded values are not recommended for survey control.
 KR0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0362.See file dsdata.txt to determine how the superseded data were derived.
 KR0362
 KR0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD595233(NAD 83)
 KR0362_MARKER: DD = SURVEY DISK
 KR0362_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0362_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0362_STAMPING: 4624 1908
 KR0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0362
 KR0362  HISTORY     - Date     Condition        Report By
 KR0362  HISTORY     - 1908     MONUMENTED       USGS
 KR0362  HISTORY     - 1955     GOOD             NGS
 KR0362
 KR0362                          STATION DESCRIPTION
 KR0362
 KR0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0362'13.0 MI NE FROM SCHURZ.
 KR0362'1.1 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE CROSSING OF THE
 KR0362'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, THENCE 11.9 MILES
 KR0362'NORTHEAST ALONG A COUNTY GRADED ROAD, AT THE SUMMIT OF A DIVIDE, 7.7
 KR0362'FEET WEST OF THE NORTH CORNER OF A STEEL-RAIL CATTLE GUARD, 13 FEET
 KR0362'WEST OF THE CENTER LINE OF THE ROAD (MEASURED FROM THE CENTER OF THE
 KR0362'CATTLE GUARD), IN LINE WITH THE FENCE, ABOUT 1 FOOT HIGHER THAN THE
 KR0362'ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0
 KR0362'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0021 ***********************************************************************
 HP0021  DESIGNATION -  4655
 HP0021  PID         -  HP0021
 HP0021  STATE/COUNTY-  NV/LINCOLN
 HP0021  USGS QUAD   -  INDIAN COVE (1972)
 HP0021
 HP0021                         *CURRENT SURVEY CONTROL
 HP0021  ___________________________________________________________________
 HP0021* NAD 83(1986)-  37 44 31.     (N)    114 26 08.     (W)     SCALED    
 HP0021* NAVD 88     -      1419.970  (meters)    4658.68   (feet)  ADJUSTED  
 HP0021  ___________________________________________________________________
 HP0021  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 HP0021  DYNAMIC HT  -        1418.411 (meters)    4653.57  (feet)  COMP
 HP0021  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 HP0021
 HP0021  VERT ORDER  -  SECOND    CLASS 0
 HP0021
 HP0021.The horizontal coordinates were scaled from a topographic map and have
 HP0021.an estimated accuracy of +/- 6 seconds.
 HP0021
 HP0021.The orthometric height was determined by differential leveling
 HP0021.and adjusted by the National Geodetic Survey in June 1991..
 HP0021
 HP0021.The geoid height was determined by GEOID03.
 HP0021
 HP0021.The dynamic height is computed by dividing the NAVD 88
 HP0021.geopotential number by the normal gravity value computed on the
 HP0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0021.degrees latitude (g = 980.6199 gals.).
 HP0021
 HP0021.The modeled gravity was interpolated from observed gravity values.
 HP0021
 HP0021;                    North         East    Units  Estimated Accuracy
 HP0021;SPC NV E     - 8,332,580.      301,160.      MT  (+/- 180 meters Scaled)
 HP0021
 HP0021                          SUPERSEDED SURVEY CONTROL
 HP0021
 HP0021  NGVD 29 (??/??/92) 1418.900  (m)         4655.17   (f) ADJ UNCH    2 0
 HP0021
 HP0021.Superseded values are not recommended for survey control.
 HP0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0021.See file dsdata.txt to determine how the superseded data were derived.
 HP0021
 HP0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB259802(NAD 83)
 HP0021_MARKER: P = PIPE CAP
 HP0021_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HP0021_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HP0021_STAMPING: 4655 1914
 HP0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0021
 HP0021  HISTORY     - Date     Condition        Report By
 HP0021  HISTORY     - 1914     MONUMENTED       USGS
 HP0021  HISTORY     - 1972     GOOD             USGS
 HP0021
 HP0021                          STATION DESCRIPTION
 HP0021
 HP0021'DESCRIBED BY US GEOLOGICAL SURVEY 1914
 HP0021'10.1 MI N FROM CALIENTE.
 HP0021'10.1 MILES NORTH ALONG THE LOS ANGELES AND SALT LAKE RAILROAD FROM
 HP0021'CALIENTE, LINCOLN COUNTY, 210 FEET NORTH OF BRIDGE NO. 10.23, 90 FEET
 HP0021'WEST OF THE CENTERLINE OF THE TRACK, AND 10 FEET SOUTH OF THE CENTER
 HP0021'OF A GATE TO A CROSSING.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HP0021'CAP, STAMPED 4655 1914 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 HP0021'PIPE.
 HP0021
 HP0021                          STATION RECOVERY (1972)
 HP0021
 HP0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HP0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0972 ***********************************************************************
 HQ0972  DESIGNATION -  4661
 HQ0972  PID         -  HQ0972
 HQ0972  STATE/COUNTY-  NV/ESMERALDA
 HQ0972  USGS QUAD   -  LIDA WASH NW (1987)
 HQ0972
 HQ0972                         *CURRENT SURVEY CONTROL
 HQ0972  ___________________________________________________________________
 HQ0972* NAD 83(1994)-  37 37 35.73504(N)    117 42 05.73953(W)     ADJUSTED  
 HQ0972* NAVD 88     -      1397.1    (meters)    4584.     (feet)  VERTCON   
 HQ0972  ___________________________________________________________________
 HQ0972  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 HQ0972  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 HQ0972
 HQ0972  HORZ ORDER  -  SECOND
 HQ0972
 HQ0972.The horizontal coordinates were established by classical geodetic methods
 HQ0972.and adjusted by the National Geodetic Survey in June 1998..
 HQ0972
 HQ0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0972
 HQ0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0972
 HQ0972.The geoid height was determined by GEOID03.
 HQ0972
 HQ0972;                    North         East     Units Scale Factor Converg.
 HQ0972;SPC NV W     - 4,319,527.867   877,829.352   MT  0.99997459   +0 32 18.0
 HQ0972;SPC NV W     -14,171,651.01  2,880,011.80   sFT  0.99997459   +0 32 18.0
 HQ0972;UTM  11      - 4,164,617.480   438,090.474   MT  0.99964721   -0 25 42.0
 HQ0972
 HQ0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0972!SPC NV W     -   0.99978490  x   0.99997459  =   0.99975949
 HQ0972!UTM  11      -   0.99978490  x   0.99964721  =   0.99943218
 HQ0972
 HQ0972                          SUPERSEDED SURVEY CONTROL
 HQ0972
 HQ0972  NAD 83(1992)-  37 37 35.73461(N)    117 42 05.73631(W) AD(       ) 2
 HQ0972  NAD 83(1986)-  37 37 35.73723(N)    117 42 05.73247(W) AD(       ) 2
 HQ0972  NAD 27      -  37 37 35.99200(N)    117 42 02.40100(W) AD(       ) 2
 HQ0972  NGVD 29 (07/19/86) 1396.0    (m)         4580.     (f) VERT ANG       
 HQ0972
 HQ0972.Superseded values are not recommended for survey control.
 HQ0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0972.See file dsdata.txt to determine how the superseded data were derived.
 HQ0972
 HQ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB3809064617(NAD 83)
 HQ0972_MARKER: DD = SURVEY DISK
 HQ0972_SETTING: 0 = UNSPECIFIED SETTING
 HQ0972
 HQ0972  HISTORY     - Date     Condition        Report By
 HQ0972  HISTORY     - 1950     MONUMENTED       USGS
 HQ0972
 HQ0972                          STATION DESCRIPTION
 HQ0972
 HQ0972'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 HQ0972'TO REACH STATION COWCAMP FROM OASIS, AT THE JUNCTION OF THE PAVED
 HQ0972'ROADS AT THE ENTRANCE TO THE OASIS RANCH, GO EAST ON A PAVED
 HQ0972'ROAD FOR 1.9 MILES TO A CURVE IN THE ROAD, A TRACK ROAD STRAIGHT
 HQ0972'AHEAD, AND A SIGN OASIS RANCH 2, LIDA 25, SILVER PEAK 25.  TAKE
 HQ0972'THE LEFT FORK, STRAIGHT AHEAD, AND FOLLOW THE TRACK ROAD FOR 0.4
 HQ0972'MILE TO A POWER LINE AND A REVERSE Y FORK.  TURN LEFT AND FOLLOW
 HQ0972'THE POWER LINE FOR 6.4 MILES TO A FORK AT 3 BUILDINGS.  TAKE
 HQ0972'THE RIGHT FORK, BETWEEN THE BUILDINGS, AND GO 1.9 MILES TO THE
 HQ0972'SUMMIT OF THE RIDGE AND A TRACK ROAD TO THE RIGHT.  TAKE THE
 HQ0972'LEFT FORK, STRAIGHT AHEAD, AND GO DOWNGRADE FOR 6.8 MILES TO
 HQ0972'2 SMALL CAIRNS ON THE LEFT (WEST) SIDE OF THE ROAD.
 HQ0972'TURN LEFT (WEST) AND
 HQ0972'GO CROSS COUNTRY FOR 0.4 MILES TO STATION COWCAMP AS DESCRIBED.  A
 HQ0972'DRIVE STATION WITH A FOUR WHEEL DRIVE VEHICLE.
 HQ0972'
 HQ0972'B.M. 4661 (USGS) IS ABOUT THE SAME ELEVATION AS THE STATION.  THE
 HQ0972'MARK IS A STANDARD U.S. GEOLOGICAL SURVEY CAP THAT IS RIVETED TO THE
 HQ0972'TOP OF A 4 INCH CAST IRON PIPE THAT PROJECTS ABOVE THE SURFACE
 HQ0972'ABOUT 10 INCHES.  THIS MARK WAS REINFORCED WITH CONCRETE BY THIS
 HQ0972'PARTY.  IT IS STAMPED 4661.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0260 ***********************************************************************
 MU0260  DESIGNATION -  47
 MU0260  PID         -  MU0260
 MU0260  STATE/COUNTY-  NV/HUMBOLDT
 MU0260  USGS QUAD   -  GOLCONDA BUTTE (1983)
 MU0260
 MU0260                         *CURRENT SURVEY CONTROL
 MU0260  ___________________________________________________________________
 MU0260* NAD 83(1986)-  41 01 32.     (N)    117 35 15.     (W)     SCALED    
 MU0260* NAVD 88     -      1345.433  (meters)    4414.14   (feet)  ADJUSTED  
 MU0260  ___________________________________________________________________
 MU0260  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 MU0260  DYNAMIC HT  -        1344.437 (meters)    4410.87  (feet)  COMP
 MU0260  MODELED GRAV-     979,836.7   (mgal)                       NAVD 88
 MU0260
 MU0260  VERT ORDER  -  SECOND    CLASS 0
 MU0260
 MU0260.The horizontal coordinates were scaled from a topographic map and have
 MU0260.an estimated accuracy of +/- 6 seconds.
 MU0260
 MU0260.The orthometric height was determined by differential leveling
 MU0260.and adjusted by the National Geodetic Survey in June 1991..
 MU0260
 MU0260.The geoid height was determined by GEOID03.
 MU0260
 MU0260.The dynamic height is computed by dividing the NAVD 88
 MU0260.geopotential number by the normal gravity value computed on the
 MU0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0260.degrees latitude (g = 980.6199 gals.).
 MU0260
 MU0260.The modeled gravity was interpolated from observed gravity values.
 MU0260
 MU0260;                    North         East    Units  Estimated Accuracy
 MU0260;SPC NV W     - 4,696,960.      883,740.      MT  (+/- 180 meters Scaled)
 MU0260
 MU0260                          SUPERSEDED SURVEY CONTROL
 MU0260
 MU0260  NGVD 29 (??/??/92) 1344.416  (m)         4410.80   (f) ADJ UNCH    2 0
 MU0260
 MU0260.Superseded values are not recommended for survey control.
 MU0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0260.See file dsdata.txt to determine how the superseded data were derived.
 MU0260
 MU0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF506417(NAD 83)
 MU0260_MARKER: DD = SURVEY DISK
 MU0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0260_STAMPING: BM I-001-3 (2) 47
 MU0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0260+STABILITY: SURFACE MOTION
 MU0260
 MU0260  HISTORY     - Date     Condition        Report By
 MU0260  HISTORY     - UNK      MONUMENTED       NVDH
 MU0260  HISTORY     - 1958     GOOD             NGS
 MU0260  HISTORY     - 1984     MARK NOT FOUND   NGS
 MU0260
 MU0260                          STATION DESCRIPTION
 MU0260
 MU0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MU0260'8.05 MI NE FROM WINNEMUCCA.
 MU0260'8.05 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 MU0260'U.S. 40 AND BRIDGE STREET AT WINNEMUCCA, 79.0 FEET NORTHEAST OF THE
 MU0260'CENTERLINE OF HIGHWAY, 3.0 FEET SOUTHEAST OF A METAL WITNESS POST, SET
 MU0260'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE, AND ABOUT 30
 MU0260'FEET HIGHER THAN HIGHWAY.
 MU0260
 MU0260                          STATION RECOVERY (1984)
 MU0260
 MU0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0260'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0590 ***********************************************************************
 MU0590  DESIGNATION -  47 BKC
 MU0590  PID         -  MU0590
 MU0590  STATE/COUNTY-  NV/ELKO
 MU0590  USGS QUAD   -  HUMBOLDT HILL (1973)
 MU0590
 MU0590                         *CURRENT SURVEY CONTROL
 MU0590  ___________________________________________________________________
 MU0590* NAD 83(1986)-  41 32 18.     (N)    116 53 42.     (W)     SCALED    
 MU0590* NAVD 88     -      1605.470  (meters)    5267.28   (feet)  POSTED    
 MU0590  ___________________________________________________________________
 MU0590  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 MU0590  DYNAMIC HT  -        1604.270 (meters)    5263.34  (feet)  COMP
 MU0590  MODELED GRAV-     979,821.2   (mgal)                       NAVD 88
 MU0590
 MU0590  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0590
 MU0590.The horizontal coordinates were scaled from a topographic map and have
 MU0590.an estimated accuracy of +/- 6 seconds.
 MU0590
 MU0590.The orthometric height was determined by differential leveling
 MU0590.and adjusted by the National Geodetic Survey in 1992..
 MU0590.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0590.rate of 0.0 thru 1.0 mm/km.
 MU0590
 MU0590.The geoid height was determined by GEOID03.
 MU0590
 MU0590.The dynamic height is computed by dividing the NAVD 88
 MU0590.geopotential number by the normal gravity value computed on the
 MU0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0590.degrees latitude (g = 980.6199 gals.).
 MU0590
 MU0590.The modeled gravity was interpolated from observed gravity values.
 MU0590
 MU0590;                    North         East    Units  Estimated Accuracy
 MU0590;SPC NV E     - 8,754,260.       90,560.      MT  (+/- 180 meters Scaled)
 MU0590
 MU0590                          SUPERSEDED SURVEY CONTROL
 MU0590
 MU0590.No superseded survey control is available for this station.
 MU0590
 MU0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF087985(NAD 83)
 MU0590_MARKER: DD = SURVEY DISK
 MU0590_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0590_SP_SET: COPPER-CLAD STEEL ROD
 MU0590_STAMPING: 47 BKC 1973 5263
 MU0590_MARK LOGO: USGS  
 MU0590_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0590+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0590
 MU0590  HISTORY     - Date     Condition        Report By
 MU0590  HISTORY     - 1973     MONUMENTED       USGS
 MU0590
 MU0590                          STATION DESCRIPTION
 MU0590
 MU0590'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0590'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0590'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0590'THENCE 14.9 MILES WEST ALONG ROAD, 1.7 MILES SOUTHEAST AND 3.9 MILES
 MU0590'NORTHEAST AND 4.4 MILES EAST OF LITTLE HUMBOLDT RANCH, 47 FEET NORTH
 MU0590'OF THE CENTERLINE OF THE ROAD, 7 FEET NORTH OF THE OLD TRACK ROAD, 2
 MU0590'FEET WEST OF A CAIRN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH
 MU0590'BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0465 ***********************************************************************
 JP0465  DESIGNATION -  47 DOR
 JP0465  PID         -  JP0465
 JP0465  STATE/COUNTY-  NV/LINCOLN
 JP0465  USGS QUAD   -  BRISTOL WELL (1980)
 JP0465
 JP0465                         *CURRENT SURVEY CONTROL
 JP0465  ___________________________________________________________________
 JP0465* NAD 83(1986)-  38 07 05.     (N)    114 43 15.     (W)     SCALED    
 JP0465* NAVD 88     -      1684.490  (meters)    5526.53   (feet)  ADJUSTED  
 JP0465  ___________________________________________________________________
 JP0465  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 JP0465  DYNAMIC HT  -        1682.653 (meters)    5520.50  (feet)  COMP
 JP0465  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 JP0465
 JP0465  VERT ORDER  -  SECOND    CLASS 0
 JP0465
 JP0465.The horizontal coordinates were scaled from a topographic map and have
 JP0465.an estimated accuracy of +/- 6 seconds.
 JP0465
 JP0465.The orthometric height was determined by differential leveling
 JP0465.and adjusted by the National Geodetic Survey in June 1991..
 JP0465
 JP0465.The geoid height was determined by GEOID03.
 JP0465
 JP0465.The dynamic height is computed by dividing the NAVD 88
 JP0465.geopotential number by the normal gravity value computed on the
 JP0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0465.degrees latitude (g = 980.6199 gals.).
 JP0465
 JP0465.The modeled gravity was interpolated from observed gravity values.
 JP0465
 JP0465;                    North         East    Units  Estimated Accuracy
 JP0465;SPC NV E     - 8,374,060.      275,630.      MT  (+/- 180 meters Scaled)
 JP0465
 JP0465                          SUPERSEDED SURVEY CONTROL
 JP0465
 JP0465  NGVD 29 (??/??/92) 1683.35   (m)         5522.8    (f) COMPUTED    2 0
 JP0465
 JP0465.Superseded values are not recommended for survey control.
 JP0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0465.See file dsdata.txt to determine how the superseded data were derived.
 JP0465
 JP0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC997213(NAD 83)
 JP0465_MARKER: DD = SURVEY DISK
 JP0465_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0465_SP_SET: COPPER-CLAD STEEL ROD
 JP0465_STAMPING: 47 DOR 1968 5523
 JP0465_MARK LOGO: USGS  
 JP0465_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0465+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0465
 JP0465  HISTORY     - Date     Condition        Report By
 JP0465  HISTORY     - 1968     MONUMENTED       USGS
 JP0465
 JP0465                          STATION DESCRIPTION
 JP0465
 JP0465'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0465'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0465'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 9.5 MILES
 JP0465'WEST, 45 FEET NORTH AND 2 FEET HIGHER THAN THE ROAD, 2 FEET SOUTH OF A
 JP0465'WITNESS SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE
 JP0465'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0627 ***********************************************************************
 JP0627  DESIGNATION -  47 DOR
 JP0627  PID         -  JP0627
 JP0627  STATE/COUNTY-  NV/LINCOLN
 JP0627  USGS QUAD   -  INDIAN SPRINGS KNOLL (1973)
 JP0627
 JP0627                         *CURRENT SURVEY CONTROL
 JP0627  ___________________________________________________________________
 JP0627* NAD 83(1986)-  38 39 24.     (N)    114 23 35.     (W)     SCALED    
 JP0627* NAVD 88     -      1810.638  (meters)    5940.40   (feet)  ADJUSTED  
 JP0627  ___________________________________________________________________
 JP0627  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 JP0627  DYNAMIC HT  -        1808.674 (meters)    5933.96  (feet)  COMP
 JP0627  MODELED GRAV-     979,479.5   (mgal)                       NAVD 88
 JP0627
 JP0627  VERT ORDER  -  SECOND    CLASS 0
 JP0627
 JP0627.The horizontal coordinates were scaled from a topographic map and have
 JP0627.an estimated accuracy of +/- 6 seconds.
 JP0627
 JP0627.The orthometric height was determined by differential leveling
 JP0627.and adjusted by the National Geodetic Survey in August 1995..
 JP0627
 JP0627.The geoid height was determined by GEOID03.
 JP0627
 JP0627.The dynamic height is computed by dividing the NAVD 88
 JP0627.geopotential number by the normal gravity value computed on the
 JP0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0627.degrees latitude (g = 980.6199 gals.).
 JP0627
 JP0627.The modeled gravity was interpolated from observed gravity values.
 JP0627
 JP0627;                    North         East    Units  Estimated Accuracy
 JP0627;SPC NV E     - 8,434,160.      303,600.      MT  (+/- 180 meters Scaled)
 JP0627
 JP0627                          SUPERSEDED SURVEY CONTROL
 JP0627
 JP0627.No superseded survey control is available for this station.
 JP0627
 JP0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC268819(NAD 83)
 JP0627_MARKER: DD = SURVEY DISK
 JP0627_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0627_SP_SET: COPPER-CLAD STEEL ROD
 JP0627_STAMPING: 47 DOR 1973 5936
 JP0627_MARK LOGO: USGS  
 JP0627_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0627
 JP0627  HISTORY     - Date     Condition        Report By
 JP0627  HISTORY     - 1973     MONUMENTED       USGS
 JP0627
 JP0627                          STATION DESCRIPTION
 JP0627
 JP0627'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0627'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0627'ROAD TO THE MAIN ROAD, THENCE 14.2 MILES NORTH ALONG THE MAIN ROAD TO
 JP0627'A CATTLEGUARD, THENCE 1.9 MILES EAST-NORTHEAST TO A T-FENCE SOUTH, 74
 JP0627'FEET EAST OF A GATEPOST, 15 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 JP0627'0.5 FOOT NORTH OF A FENCE,  A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0627'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0576 ***********************************************************************
 MU0576  DESIGNATION -  47 FMK
 MU0576  PID         -  MU0576
 MU0576  STATE/COUNTY-  NV/ELKO
 MU0576  USGS QUAD   -  DESERT RANCH (1974)
 MU0576
 MU0576                         *CURRENT SURVEY CONTROL
 MU0576  ___________________________________________________________________
 MU0576* NAD 83(1986)-  41 42 56.     (N)    116 34 27.     (W)     SCALED    
 MU0576* NAVD 88     -      1617.924  (meters)    5308.14   (feet)  POSTED    
 MU0576  ___________________________________________________________________
 MU0576  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 MU0576  DYNAMIC HT  -        1616.730 (meters)    5304.22  (feet)  COMP
 MU0576  MODELED GRAV-     979,826.2   (mgal)                       NAVD 88
 MU0576
 MU0576  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0576
 MU0576.The horizontal coordinates were scaled from a topographic map and have
 MU0576.an estimated accuracy of +/- 6 seconds.
 MU0576
 MU0576.The orthometric height was determined by differential leveling
 MU0576.and adjusted by the National Geodetic Survey in 1992..
 MU0576.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0576.rate of 1.1 thru 2.0 mm/km.
 MU0576
 MU0576.The geoid height was determined by GEOID03.
 MU0576
 MU0576.The dynamic height is computed by dividing the NAVD 88
 MU0576.geopotential number by the normal gravity value computed on the
 MU0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0576.degrees latitude (g = 980.6199 gals.).
 MU0576
 MU0576.The modeled gravity was interpolated from observed gravity values.
 MU0576
 MU0576;                    North         East    Units  Estimated Accuracy
 MU0576;SPC NV E     - 8,773,580.      117,550.      MT  (+/- 180 meters Scaled)
 MU0576
 MU0576                          SUPERSEDED SURVEY CONTROL
 MU0576
 MU0576  NGVD 29 (??/??/92) 1616.81   (m)         5304.5    (f) COMPUTED    2 0
 MU0576
 MU0576.Superseded values are not recommended for survey control.
 MU0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0576.See file dsdata.txt to determine how the superseded data were derived.
 MU0576
 MU0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG354182(NAD 83)
 MU0576_MARKER: DD = SURVEY DISK
 MU0576_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0576_SP_SET: COPPER-CLAD STEEL ROD
 MU0576_STAMPING: 47 FMK 1973 5305
 MU0576_MARK LOGO: USGS  
 MU0576_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0576+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0576
 MU0576  HISTORY     - Date     Condition        Report By
 MU0576  HISTORY     - 1973     MONUMENTED       USGS
 MU0576
 MU0576                          STATION DESCRIPTION
 MU0576
 MU0576'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0576'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0576'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0576'THENCE 1.7 MILES WEST ALONG ROAD, THENCE 2.0 MILES WEST-NORTHWEST
 MU0576'ALONG ROAD, THENCE 14.1 MILES NORTH-NORTHEAST ALONG TRACK ROAD, 1.8
 MU0576'MILES SOUTH AND 0.8 MILES WEST OF DESERT RANCH, AT THE SOUTHEAST EDGE
 MU0576'OF A SMALL NATURAL POND, 44 FEET WEST OF THE CENTERLINE OF THE ROAD,
 MU0576'SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0576'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0410 ***********************************************************************
 NW0410  DESIGNATION -  47 HEI
 NW0410  PID         -  NW0410
 NW0410  STATE/COUNTY-  NV/HUMBOLDT
 NW0410  USGS QUAD   -  LOOKOUT LAKE (1982)
 NW0410
 NW0410                         *CURRENT SURVEY CONTROL
 NW0410  ___________________________________________________________________
 NW0410* NAD 83(1986)-  42 03 50.     (N)    117 11 31.     (W)     SCALED    
 NW0410* NAVD 88     -      1711.003  (meters)    5613.52   (feet)  POSTED    
 NW0410  ___________________________________________________________________
 NW0410  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 NW0410  DYNAMIC HT  -        1709.790 (meters)    5609.54  (feet)  COMP
 NW0410  MODELED GRAV-     979,852.4   (mgal)                       NAVD 88
 NW0410
 NW0410  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0410
 NW0410.The horizontal coordinates were scaled from a topographic map and have
 NW0410.an estimated accuracy of +/- 6 seconds.
 NW0410
 NW0410.The orthometric height was determined by differential leveling
 NW0410.and adjusted by the National Geodetic Survey in 1992..
 NW0410.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0410.rate of 0.0 thru 1.0 mm/km.
 NW0410
 NW0410.The geoid height was determined by GEOID03.
 NW0410
 NW0410.The dynamic height is computed by dividing the NAVD 88
 NW0410.geopotential number by the normal gravity value computed on the
 NW0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0410.degrees latitude (g = 980.6199 gals.).
 NW0410
 NW0410.The modeled gravity was interpolated from observed gravity values.
 NW0410
 NW0410;                    North         East    Units  Estimated Accuracy
 NW0410;SPC NV W     - 4,812,730.      915,150.      MT  (+/- 180 meters Scaled)
 NW0410
 NW0410                          SUPERSEDED SURVEY CONTROL
 NW0410
 NW0410.No superseded survey control is available for this station.
 NW0410
 NW0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG841568(NAD 83)
 NW0410_MARKER: DD = SURVEY DISK
 NW0410_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0410_SP_SET: COPPER-CLAD STEEL ROD
 NW0410_STAMPING: 47 HEI 1974 5609
 NW0410_MARK LOGO: USGS  
 NW0410_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0410+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NW0410
 NW0410  HISTORY     - Date     Condition        Report By
 NW0410  HISTORY     - 1974     MONUMENTED       USGS
 NW0410
 NW0410                          STATION DESCRIPTION
 NW0410
 NW0410'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0410'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0410'ROAD TO A Y-ROAD, THENCE 13.0 MILES NORTHWEST AND GENERALLY WEST, 67
 NW0410'FEET NORTHWEST AND 1 FOOT LOWER THAN THE CENTERLINE OF THE ROAD
 NW0410'(CAIRN), SET ON A COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC
 NW0410'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0523 ***********************************************************************
 LS0523  DESIGNATION -  47 HJH
 LS0523  PID         -  LS0523
 LS0523  STATE/COUNTY-  NV/PERSHING
 LS0523  USGS QUAD   -  KUMIVA PEAK (1990)
 LS0523
 LS0523                         *CURRENT SURVEY CONTROL
 LS0523  ___________________________________________________________________
 LS0523* NAD 83(1986)-  40 25 17.     (N)    119 20 01.     (W)     SCALED    
 LS0523* NAVD 88     -      1425.436  (meters)    4676.62   (feet)  ADJUSTED  
 LS0523  ___________________________________________________________________
 LS0523  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 LS0523  DYNAMIC HT  -        1424.277 (meters)    4672.82  (feet)  COMP
 LS0523  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 LS0523
 LS0523  VERT ORDER  -  SECOND    CLASS 0
 LS0523
 LS0523.The horizontal coordinates were scaled from a topographic map and have
 LS0523.an estimated accuracy of +/- 6 seconds.
 LS0523
 LS0523.The orthometric height was determined by differential leveling
 LS0523.and adjusted by the National Geodetic Survey in June 1991..
 LS0523
 LS0523.The geoid height was determined by GEOID03.
 LS0523
 LS0523.The dynamic height is computed by dividing the NAVD 88
 LS0523.geopotential number by the normal gravity value computed on the
 LS0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0523.degrees latitude (g = 980.6199 gals.).
 LS0523
 LS0523.The modeled gravity was interpolated from observed gravity values.
 LS0523
 LS0523;                    North         East    Units  Estimated Accuracy
 LS0523;SPC NV W     - 4,629,670.      736,330.      MT  (+/- 180 meters Scaled)
 LS0523
 LS0523                          SUPERSEDED SURVEY CONTROL
 LS0523
 LS0523  NGVD 29 (??/??/92) 1424.382  (m)         4673.16   (f) ADJ UNCH    2 0
 LS0523
 LS0523.Superseded values are not recommended for survey control.
 LS0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0523.See file dsdata.txt to determine how the superseded data were derived.
 LS0523
 LS0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE020771(NAD 83)
 LS0523_MARKER: DB = BENCH MARK DISK
 LS0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0523_SP_SET: CONCRETE POST
 LS0523_STAMPING: 47 HJH 1962 4673
 LS0523_MARK LOGO: USGS  
 LS0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0523+STABILITY: SURFACE MOTION
 LS0523
 LS0523  HISTORY     - Date     Condition        Report By
 LS0523  HISTORY     - 1962     MONUMENTED       USGS
 LS0523
 LS0523                          STATION DESCRIPTION
 LS0523
 LS0523'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0523'27.0 KM (16.80 MI) SOUTH FROM GERLACH.
 LS0523'16.8 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34 AT THE SUMMIT OF
 LS0523'THE DRAINS BETWEEN THE LAKE WINNEMUCCA DRY BED AND THE GRANITE CREEK
 LS0523'DESERT, 46 FEET EAST OF THE HIGHWAY CENTERLINE.
 LS0523'THE MARK IS 2.0 FT  S FROM  A WITNESS POST
 LS0523'THE MARK IS 2.0 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1910 ***********************************************************************
 KR1910  DESIGNATION -  47 JD
 KR1910  PID         -  KR1910
 KR1910  STATE/COUNTY-  NV/LYON
 KR1910  USGS QUAD   -  HOOTEN WELL (1982)
 KR1910
 KR1910                         *CURRENT SURVEY CONTROL
 KR1910  ___________________________________________________________________
 KR1910* NAD 83(1994)-  39 16 04.82973(N)    119 06 52.93778(W)     ADJUSTED  
 KR1910* NAVD 88     -      1273.01   (+/-2cm)    4176.5    (feet)  VERTCON   
 KR1910  ___________________________________________________________________
 KR1910  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 KR1910  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 KR1910
 KR1910  HORZ ORDER  -  THIRD
 KR1910  VERT ORDER  -  THIRD ? (See Below)
 KR1910
 KR1910.The horizontal coordinates were established by classical geodetic methods
 KR1910.and adjusted by the National Geodetic Survey in June 1998..
 KR1910
 KR1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1910.The vertical order pertains to the NGVD 29 superseded value.
 KR1910
 KR1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1910
 KR1910.The geoid height was determined by GEOID03.
 KR1910
 KR1910;                    North         East     Units Scale Factor Converg.
 KR1910;SPC NV W     - 4,501,483.847   754,147.799   MT  0.99992588   -0 20 10.8
 KR1910;SPC NV W     -14,768,618.25  2,474,233.24   sFT  0.99992588   -0 20 10.8
 KR1910;UTM  11      - 4,348,649.881   317,568.482   MT  1.00000980   -1 20 19.9
 KR1910
 KR1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1910!SPC NV W     -   0.99980417  x   0.99992588  =   0.99973006
 KR1910!UTM  11      -   0.99980417  x   1.00000980  =   0.99981397
 KR1910
 KR1910                          SUPERSEDED SURVEY CONTROL
 KR1910
 KR1910  NAD 83(1986)-  39 16 04.83495(N)    119 06 52.92189(W) AD(       ) 3
 KR1910  NGVD 29 (03/15/94) 1271.99   (m)         4173.2    (f) LEVELING    3  
 KR1910
 KR1910.Superseded values are not recommended for survey control.
 KR1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1910.See file dsdata.txt to determine how the superseded data were derived.
 KR1910
 KR1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD1756848650(NAD 83)
 KR1910_MARKER: DB = BENCH MARK DISK
 KR1910_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KR1910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1910
 KR1910  HISTORY     - Date     Condition        Report By
 KR1910  HISTORY     - 1956     MONUMENTED       USGS
 KR1910
 KR1910                          STATION DESCRIPTION
 KR1910
 KR1910'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KR1910'DESCRIBED IN USGS LEVEL LINE AS FOLLOWS.
 KR1910'
 KR1910'WEEKS, 1.2 MI SW. OF ALONG U.S. HWY. 95A, THENCE 7.1 MI E.  40 FT
 KR1910'N. AND 39 FT E. OF INTERSECTION OF DIM Y-RD.
 KR1910'
 KR1910'LOCATED IN LARGE FLAT AREA.
 KR1910'
 KR1910'SEE 1974 NOTE FOR TO REACH.
 KR1910'
 KR1910'STATION MARK--STANDARD TABLET STAMPED---47 JD 1955 4173---, IN
 KR1910'CONCRETE POST 3 INCHES ABOVE GROUND.
 KR1910'
 KR1910'1974 NOTE FROM FORM 9-1165--TO REACH FROM JCT. OF U.S. HWYS. 50
 KR1910'AND 95A ABOUT 14 MI S. OF FERNLEY, DRIVE 8.2 MI S. ON HWY. 95A TO
 KR1910'RR. X-ING. AT WEEKS, CONTINUE 1.2 MI S. ON HWY. 95A TO JCT. WITH
 KR1910'RD. E.  TURN LEFT PASSING OVER CATTLEGUARD IN RIGHT-OF-WAY FENCE
 KR1910'GENERALLY E. ON MAIN BLADED RD. 7.2 MI TO DIM Y-RD. RIGHT AND
 KR1910'STATION LEFT (N.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0644 ***********************************************************************
 LS0644  DESIGNATION -  47 LRC
 LS0644  PID         -  LS0644
 LS0644  STATE/COUNTY-  NV/HUMBOLDT
 LS0644  USGS QUAD   -  BLACK ROCK POINT EAST (1981)
 LS0644
 LS0644                         *CURRENT SURVEY CONTROL
 LS0644  ___________________________________________________________________
 LS0644* NAD 83(1986)-  40 58 03.     (N)    118 54 58.     (W)     SCALED    
 LS0644* NAVD 88     -      1217.028  (meters)    3992.87   (feet)  ADJUSTED  
 LS0644  ___________________________________________________________________
 LS0644  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 LS0644  DYNAMIC HT  -        1216.150 (meters)    3989.99  (feet)  COMP
 LS0644  MODELED GRAV-     979,860.8   (mgal)                       NAVD 88
 LS0644
 LS0644  VERT ORDER  -  SECOND    CLASS 0
 LS0644
 LS0644.The horizontal coordinates were scaled from a topographic map and have
 LS0644.an estimated accuracy of +/- 6 seconds.
 LS0644
 LS0644.The orthometric height was determined by differential leveling
 LS0644.and adjusted by the National Geodetic Survey in June 1991..
 LS0644
 LS0644.The geoid height was determined by GEOID03.
 LS0644
 LS0644.The dynamic height is computed by dividing the NAVD 88
 LS0644.geopotential number by the normal gravity value computed on the
 LS0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0644.degrees latitude (g = 980.6199 gals.).
 LS0644
 LS0644.The modeled gravity was interpolated from observed gravity values.
 LS0644
 LS0644;                    North         East    Units  Estimated Accuracy
 LS0644;SPC NV W     - 4,690,090.      771,990.      MT  (+/- 180 meters Scaled)
 LS0644
 LS0644                          SUPERSEDED SURVEY CONTROL
 LS0644
 LS0644  NGVD 29 (??/??/92) 1216.04   (m)         3989.6    (f) COMPUTED    2 0
 LS0644
 LS0644.Superseded values are not recommended for survey control.
 LS0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0644.See file dsdata.txt to determine how the superseded data were derived.
 LS0644
 LS0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF387369(NAD 83)
 LS0644_MARKER: DD = SURVEY DISK
 LS0644_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LS0644_SP_SET: COPPER-CLAD STEEL ROD
 LS0644_STAMPING: 47 LRC 1972 3989
 LS0644_MARK LOGO: USGS  
 LS0644_MAGNETIC: I = MARKER IS A STEEL ROD
 LS0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LS0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0644+SATELLITE: SATELLITE OBSERVATIONS - 1972
 LS0644
 LS0644  HISTORY     - Date     Condition        Report By
 LS0644  HISTORY     - 1972     MONUMENTED       USGS
 LS0644
 LS0644                          STATION DESCRIPTION
 LS0644
 LS0644'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LS0644'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 LS0644'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 LS0644'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 LS0644'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 0.7 MILES NORTH
 LS0644'ALONG TRACK ROAD AND ON THE FIRST RIDGE OF ALKALI FLAT, 26.1 MILES
 LS0644'SOUTH OF PAHUTE MEADOW RANCH, 0.35 MILES NORTH OF BLACK ROCK POINT,
 LS0644'JUST 0.3 MILES NORTH OF BM 48 LRC 1972, 15 FEET WEST OF THE CENTERLINE
 LS0644'OF THE TRACK ROAD AND 3.6 FEET EAST OF A WITNESS POST, ENCASED IN
 LS0644'DRAIN PIPE CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0481 ***********************************************************************
 MU0481  DESIGNATION -  47 O
 MU0481  PID         -  MU0481
 MU0481  STATE/COUNTY-  NV/LANDER
 MU0481  USGS QUAD   -  WILLOW CR. RESERVOIR SE (1965)
 MU0481
 MU0481                         *CURRENT SURVEY CONTROL
 MU0481  ___________________________________________________________________
 MU0481* NAD 83(1986)-  41 02 07.     (N)    116 33 55.     (W)     SCALED    
 MU0481* NAVD 88     -      1556.770  (meters)    5107.50   (feet)  POSTED    
 MU0481  ___________________________________________________________________
 MU0481  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 MU0481  DYNAMIC HT  -        1555.510 (meters)    5103.37  (feet)  COMP
 MU0481  MODELED GRAV-     979,757.3   (mgal)                       NAVD 88
 MU0481
 MU0481  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0481
 MU0481.The horizontal coordinates were scaled from a topographic map and have
 MU0481.an estimated accuracy of +/- 6 seconds.
 MU0481
 MU0481.The orthometric height was determined by differential leveling
 MU0481.and adjusted by the National Geodetic Survey in 1992..
 MU0481.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0481.rate of 0.0 thru 1.0 mm/km.
 MU0481
 MU0481.The geoid height was determined by GEOID03.
 MU0481
 MU0481.The dynamic height is computed by dividing the NAVD 88
 MU0481.geopotential number by the normal gravity value computed on the
 MU0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0481.degrees latitude (g = 980.6199 gals.).
 MU0481
 MU0481.The modeled gravity was interpolated from observed gravity values.
 MU0481
 MU0481;                    North         East    Units  Estimated Accuracy
 MU0481;SPC NV C     - 6,697,570.      508,530.      MT  (+/- 180 meters Scaled)
 MU0481
 MU0481                          SUPERSEDED SURVEY CONTROL
 MU0481
 MU0481.No superseded survey control is available for this station.
 MU0481
 MU0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF365427(NAD 83)
 MU0481_MARKER: DD = SURVEY DISK
 MU0481_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MU0481_SP_SET: PREFAB CONC. POST IN EARTH
 MU0481_STAMPING: 47 O 1963
 MU0481_MARK LOGO: USGS  
 MU0481_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0481+SATELLITE: SATELLITE OBSERVATIONS - 1963
 MU0481
 MU0481  HISTORY     - Date     Condition        Report By
 MU0481  HISTORY     - 1963     MONUMENTED       USGS
 MU0481
 MU0481                          STATION DESCRIPTION
 MU0481
 MU0481'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MU0481'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 MU0481'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 MU0481'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 MU0481'NORTHEAST ALONG ROAD, THENCE 19.1 MILES NORTHEAST ALONG ROAD, 6.0
 MU0481'MILES NORTHEAST OF WIRE CORRAL RANCH, AT A SMALL SUMMIT, 58 FEET
 MU0481'SOUTHEAST OF THE CENTERLINE OF A Y-ROAD, 5 FEET NORTHEAST OF A STEEL
 MU0481'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0687 ***********************************************************************
 GS0687  DESIGNATION -  47 TJS
 GS0687  PID         -  GS0687
 GS0687  STATE/COUNTY-  NV/NYE
 GS0687  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0687
 GS0687                         *CURRENT SURVEY CONTROL
 GS0687  ___________________________________________________________________
 GS0687* NAD 83(1986)-  36 49 56.     (N)    116 27 06.     (W)     SCALED    
 GS0687* NAVD 88     -      1300.980  (meters)    4268.30   (feet)  ADJUSTED  
 GS0687  ___________________________________________________________________
 GS0687  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 GS0687  DYNAMIC HT  -        1299.533 (meters)    4263.55  (feet)  COMP
 GS0687  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 GS0687
 GS0687  VERT ORDER  -  FIRST     CLASS I
 GS0687
 GS0687.The horizontal coordinates were scaled from a topographic map and have
 GS0687.an estimated accuracy of +/- 6 seconds.
 GS0687
 GS0687.The orthometric height was determined by differential leveling
 GS0687.and adjusted by the National Geodetic Survey in May 2004..
 GS0687
 GS0687.The geoid height was determined by GEOID03.
 GS0687
 GS0687.The dynamic height is computed by dividing the NAVD 88
 GS0687.geopotential number by the normal gravity value computed on the
 GS0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0687.degrees latitude (g = 980.6199 gals.).
 GS0687
 GS0687.The modeled gravity was interpolated from observed gravity values.
 GS0687
 GS0687;                    North         East    Units  Estimated Accuracy
 GS0687;SPC NV C     - 6,231,030.      519,180.      MT  (+/- 180 meters Scaled)
 GS0687
 GS0687                          SUPERSEDED SURVEY CONTROL
 GS0687
 GS0687  NAVD 88 (??/??/92) 1300.987  (m)         4268.32   (f) UNKNOWN     3 0
 GS0687  NGVD 29 (05/01/91) 1300.066  (m)         4265.30   (f) ADJUSTED    1 1
 GS0687
 GS0687.Superseded values are not recommended for survey control.
 GS0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0687.See file dsdata.txt to determine how the superseded data were derived.
 GS0687
 GS0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA488764(NAD 83)
 GS0687_MARKER: DB = BENCH MARK DISK
 GS0687_SETTING: 66 = SET IN ROCK OUTCROP
 GS0687_SP_SET: BEDROCK
 GS0687_STAMPING: 47 TJS 1983
 GS0687_MARK LOGO: USGS  
 GS0687_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0687+STABILITY: POSITION/ELEVATION WELL
 GS0687
 GS0687  HISTORY     - Date     Condition        Report By
 GS0687  HISTORY     - 1983     MONUMENTED       USGS
 GS0687  HISTORY     - 1986     GOOD             USGS
 GS0687  HISTORY     - 1988     GOOD             USGS
 GS0687  HISTORY     - 19910416 GOOD             USGS
 GS0687  HISTORY     - 19930129 GOOD             USGS
 GS0687  HISTORY     - 19950131 GOOD             USGS
 GS0687
 GS0687                          STATION DESCRIPTION
 GS0687
 GS0687'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0687'58.4 KM (36.30 MI) NW FROM MERCURY.
 GS0687'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0687'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0687'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0687'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0687'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0687'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0687'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0687'3.87 MILES, 33 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 GS0687'THE MARK IS 3 FT  S FROM  A ROCK CAIRN
 GS0687
 GS0687                          STATION RECOVERY (1986)
 GS0687
 GS0687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0687'RECOVERED IN GOOD CONDITION.
 GS0687
 GS0687                          STATION RECOVERY (1988)
 GS0687
 GS0687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0687'RECOVERED IN GOOD CONDITION.
 GS0687
 GS0687                          STATION RECOVERY (1991)
 GS0687
 GS0687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0687'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0687'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0687'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0687'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0687'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0687'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0687'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0687'3.87 MILES, 33 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 GS0687
 GS0687                          STATION RECOVERY (1993)
 GS0687
 GS0687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0687'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0687'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0687'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0687'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0687'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0687'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0687'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.95 MILES (3.14 KM) TO A
 GS0687'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 3.87 MILES
 GS0687'(6.23 KM), 33 FEET (10.1 M) NORTH OF THE CENTERLINE OF THE ROAD.
 GS0687
 GS0687                          STATION RECOVERY (1995)
 GS0687
 GS0687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0687'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0527 ***********************************************************************
 JR0527  DESIGNATION -  4783.1
 JR0527  PID         -  JR0527
 JR0527  STATE/COUNTY-  NV/DOUGLAS
 JR0527  USGS QUAD   -  WOODFORDS (1979)
 JR0527
 JR0527                         *CURRENT SURVEY CONTROL
 JR0527  ___________________________________________________________________
 JR0527* NAD 83(1986)-  38 52 02.     (N)    119 46 45.     (W)     SCALED    
 JR0527* NAVD 88     -      1457.72   (+/-2cm)    4782.5    (feet)  VERTCON   
 JR0527  ___________________________________________________________________
 JR0527  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 JR0527
 JR0527  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0527
 JR0527.The horizontal coordinates were scaled from a topographic map and have
 JR0527.an estimated accuracy of +/- 6 seconds.
 JR0527
 JR0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0527.The vertical order pertains to the NGVD 29 superseded value.
 JR0527
 JR0527.The geoid height was determined by GEOID03.
 JR0527
 JR0527;                    North         East    Units  Estimated Accuracy
 JR0527;SPC NV W     - 4,457,540.      696,230.      MT  (+/- 180 meters Scaled)
 JR0527
 JR0527                          SUPERSEDED SURVEY CONTROL
 JR0527
 JR0527  NGVD 29 (??/??/92) 1456.560  (m)         4778.73   (f) ADJ UNCH    2 0
 JR0527
 JR0527.Superseded values are not recommended for survey control.
 JR0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0527.See file dsdata.txt to determine how the superseded data were derived.
 JR0527
 JR0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD588057(NAD 83)
 JR0527_MARKER: P = PIPE CAP
 JR0527_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0527_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0527_STAMPING: 4783.1
 JR0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0527
 JR0527  HISTORY     - Date     Condition        Report By
 JR0527  HISTORY     - UNK      MONUMENTED       USGS
 JR0527  HISTORY     - 1951     GOOD             NGS
 JR0527
 JR0527                          STATION DESCRIPTION
 JR0527
 JR0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0527'7.4 MI SW FROM MINDEN.
 JR0527'1.0 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE
 JR0527'AT MINDEN, THENCE 6.4 MILES SOUTH ALONG STATE HIGHWAY 37, AT A
 JR0527'GRAVEL ROAD CROSSING, 55 1/2 FEET WEST OF THE CENTER LINE OF THE
 JR0527'HIGHWAY, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 JR0527'WEST, 7 1/2 FEET WEST OF POWER LINE POLE NO. 45169, 5 FEET WEST
 JR0527'OF A CORNER FENCE POST, 5.3 FEET NORTHEAST OF THE NORTH END OF A
 JR0527'24-INCH CORRUGATED METAL PIPE UNDER THE ROAD, 0.7 FEET SOUTH OF A
 JR0527'FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON TOP OF A
 JR0527'3 1/2-INCH IRON PIPE PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1106 ***********************************************************************
 KR1106  DESIGNATION -  4791.7
 KR1106  PID         -  KR1106
 KR1106  STATE/COUNTY-  NV/DOUGLAS
 KR1106  USGS QUAD   -  GENOA (1994)
 KR1106
 KR1106                         *CURRENT SURVEY CONTROL
 KR1106  ___________________________________________________________________
 KR1106* NAD 83(1986)-  39 00 18.     (N)    119 50 45.     (W)     SCALED    
 KR1106* NAVD 88     -      1460.27   (+/-2cm)    4790.9    (feet)  VERTCON   
 KR1106  ___________________________________________________________________
 KR1106  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 KR1106
 KR1106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1106
 KR1106.The horizontal coordinates were scaled from a topographic map and have
 KR1106.an estimated accuracy of +/- 6 seconds.
 KR1106
 KR1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1106.The vertical order pertains to the NGVD 29 superseded value.
 KR1106
 KR1106.The geoid height was determined by GEOID03.
 KR1106
 KR1106;                    North         East    Units  Estimated Accuracy
 KR1106;SPC NV W     - 4,472,910.      690,650.      MT  (+/- 180 meters Scaled)
 KR1106
 KR1106                          SUPERSEDED SURVEY CONTROL
 KR1106
 KR1106  NGVD 29 (??/??/92) 1459.102  (m)         4787.07   (f) ADJ UNCH    2 0
 KR1106
 KR1106.Superseded values are not recommended for survey control.
 KR1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1106.See file dsdata.txt to determine how the superseded data were derived.
 KR1106
 KR1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD535211(NAD 83)
 KR1106_MARKER: DD = SURVEY DISK
 KR1106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1106_SP_SET: STEP
 KR1106_STAMPING: 4791.7
 KR1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1106
 KR1106  HISTORY     - Date     Condition        Report By
 KR1106  HISTORY     - UNK      MONUMENTED       USGS
 KR1106  HISTORY     - 1951     GOOD             NGS
 KR1106
 KR1106                          STATION DESCRIPTION
 KR1106
 KR1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1106'IN GENOA.
 KR1106'AT GENOA, AT THE SCHOOL, 0.1 MILES NORTH OF THE GENERAL STORE, 1.7
 KR1106'FEET SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL, 0.4 FEET WEST OF THE
 KR1106'WEST END OF A CONCRETE STEP, AND RIVETED ON TOP OF AN IRON PIPE
 KR1106'PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0261 ***********************************************************************
 MU0261  DESIGNATION -  48
 MU0261  PID         -  MU0261
 MU0261  STATE/COUNTY-  NV/HUMBOLDT
 MU0261  USGS QUAD   -  GOLCONDA BUTTE (1983)
 MU0261
 MU0261                         *CURRENT SURVEY CONTROL
 MU0261  ___________________________________________________________________
 MU0261* NAD 83(1986)-  41 01 12.     (N)    117 34 47.     (W)     SCALED    
 MU0261* NAVD 88     -      1341.382  (meters)    4400.85   (feet)  ADJUSTED  
 MU0261  ___________________________________________________________________
 MU0261  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 MU0261  DYNAMIC HT  -        1340.388 (meters)    4397.59  (feet)  COMP
 MU0261  MODELED GRAV-     979,836.2   (mgal)                       NAVD 88
 MU0261
 MU0261  VERT ORDER  -  SECOND    CLASS 0
 MU0261
 MU0261.The horizontal coordinates were scaled from a topographic map and have
 MU0261.an estimated accuracy of +/- 6 seconds.
 MU0261
 MU0261.The orthometric height was determined by differential leveling
 MU0261.and adjusted by the National Geodetic Survey in June 1991..
 MU0261
 MU0261.The geoid height was determined by GEOID03.
 MU0261
 MU0261.The dynamic height is computed by dividing the NAVD 88
 MU0261.geopotential number by the normal gravity value computed on the
 MU0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0261.degrees latitude (g = 980.6199 gals.).
 MU0261
 MU0261.The modeled gravity was interpolated from observed gravity values.
 MU0261
 MU0261;                    North         East    Units  Estimated Accuracy
 MU0261;SPC NV W     - 4,696,350.      884,410.      MT  (+/- 180 meters Scaled)
 MU0261
 MU0261                          SUPERSEDED SURVEY CONTROL
 MU0261
 MU0261  NGVD 29 (??/??/92) 1340.364  (m)         4397.51   (f) ADJ UNCH    2 0
 MU0261
 MU0261.Superseded values are not recommended for survey control.
 MU0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0261.See file dsdata.txt to determine how the superseded data were derived.
 MU0261
 MU0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF512411(NAD 83)
 MU0261_MARKER: DD = SURVEY DISK
 MU0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0261_STAMPING: BM I-001-3 (2) 48
 MU0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0261+STABILITY: SURFACE MOTION
 MU0261
 MU0261  HISTORY     - Date     Condition        Report By
 MU0261  HISTORY     - UNK      MONUMENTED       NVDH
 MU0261  HISTORY     - 1958     GOOD             NGS
 MU0261  HISTORY     - 1984     MARK NOT FOUND   NGS
 MU0261
 MU0261                          STATION DESCRIPTION
 MU0261
 MU0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MU0261'6.65 MI NW FROM GOLCONDA.
 MU0261'6.65 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT
 MU0261'GOLCONDA TO A POINT WHERE POWER LINE CROSSES HIGHWAY, 99.0 FEET
 MU0261'SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 95.0 FEET WEST OF POWER POLE
 MU0261'NO. 35374, 4.4 FEET NORTHWEST OF A METAL WITNESS POST, 1.8 FEET
 MU0261'NORTHEAST OF A FENCELINE, SET IN A ROUND CONCRETE POST FLUSH WITH THE
 MU0261'GROUND SURFACE.
 MU0261
 MU0261                          STATION RECOVERY (1984)
 MU0261
 MU0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0261'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0591 ***********************************************************************
 MU0591  DESIGNATION -  48 BKC
 MU0591  PID         -  MU0591
 MU0591  STATE/COUNTY-  NV/ELKO
 MU0591  USGS QUAD   -  HUMBOLDT HILL (1973)
 MU0591
 MU0591                         *CURRENT SURVEY CONTROL
 MU0591  ___________________________________________________________________
 MU0591* NAD 83(1986)-  41 32 01.     (N)    116 54 46.     (W)     SCALED    
 MU0591* NAVD 88     -      1596.041  (meters)    5236.34   (feet)  POSTED    
 MU0591  ___________________________________________________________________
 MU0591  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 MU0591  DYNAMIC HT  -        1594.850 (meters)    5232.44  (feet)  COMP
 MU0591  MODELED GRAV-     979,822.3   (mgal)                       NAVD 88
 MU0591
 MU0591  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0591
 MU0591.The horizontal coordinates were scaled from a topographic map and have
 MU0591.an estimated accuracy of +/- 6 seconds.
 MU0591
 MU0591.The orthometric height was determined by differential leveling
 MU0591.and adjusted by the National Geodetic Survey in 1992..
 MU0591.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0591.rate of 0.0 thru 1.0 mm/km.
 MU0591
 MU0591.The geoid height was determined by GEOID03.
 MU0591
 MU0591.The dynamic height is computed by dividing the NAVD 88
 MU0591.geopotential number by the normal gravity value computed on the
 MU0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0591.degrees latitude (g = 980.6199 gals.).
 MU0591
 MU0591.The modeled gravity was interpolated from observed gravity values.
 MU0591
 MU0591;                    North         East    Units  Estimated Accuracy
 MU0591;SPC NV E     - 8,753,760.       89,060.      MT  (+/- 180 meters Scaled)
 MU0591
 MU0591                          SUPERSEDED SURVEY CONTROL
 MU0591
 MU0591.No superseded survey control is available for this station.
 MU0591
 MU0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF072979(NAD 83)
 MU0591_MARKER: DD = SURVEY DISK
 MU0591_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0591_SP_SET: COPPER-CLAD STEEL ROD
 MU0591_STAMPING: 48 BKC 1973 5233
 MU0591_MARK LOGO: USGS  
 MU0591_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0591+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0591
 MU0591  HISTORY     - Date     Condition        Report By
 MU0591  HISTORY     - 1973     MONUMENTED       USGS
 MU0591
 MU0591                          STATION DESCRIPTION
 MU0591
 MU0591'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0591'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0591'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0591'THENCE 15.9 MILES WEST ALONG ROAD, 1.7 MILES SOUTHEAST AND 3.9 MILES
 MU0591'NORTHEAST AND 3.4 MILES EAST OF LITTLE HUMBOLT RANCH, 48 FEET NORTH OF
 MU0591'THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A CAIRN, A COPPER-COATED
 MU0591'ROD ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0466 ***********************************************************************
 JP0466  DESIGNATION -  48 DOR
 JP0466  PID         -  JP0466
 JP0466  STATE/COUNTY-  NV/LINCOLN
 JP0466  USGS QUAD   -  BRISTOL WELL (1980)
 JP0466
 JP0466                         *CURRENT SURVEY CONTROL
 JP0466  ___________________________________________________________________
 JP0466* NAD 83(1986)-  38 06 51.     (N)    114 42 24.     (W)     SCALED    
 JP0466* NAVD 88     -      1677.344  (meters)    5503.09   (feet)  ADJUSTED  
 JP0466  ___________________________________________________________________
 JP0466  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 JP0466  DYNAMIC HT  -        1675.511 (meters)    5497.07  (feet)  COMP
 JP0466  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 JP0466
 JP0466  VERT ORDER  -  SECOND    CLASS 0
 JP0466
 JP0466.The horizontal coordinates were scaled from a topographic map and have
 JP0466.an estimated accuracy of +/- 6 seconds.
 JP0466
 JP0466.The orthometric height was determined by differential leveling
 JP0466.and adjusted by the National Geodetic Survey in June 1991..
 JP0466
 JP0466.The geoid height was determined by GEOID03.
 JP0466
 JP0466.The dynamic height is computed by dividing the NAVD 88
 JP0466.geopotential number by the normal gravity value computed on the
 JP0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0466.degrees latitude (g = 980.6199 gals.).
 JP0466
 JP0466.The modeled gravity was interpolated from observed gravity values.
 JP0466
 JP0466;                    North         East    Units  Estimated Accuracy
 JP0466;SPC NV E     - 8,373,640.      276,870.      MT  (+/- 180 meters Scaled)
 JP0466
 JP0466                          SUPERSEDED SURVEY CONTROL
 JP0466
 JP0466  NGVD 29 (??/??/92) 1676.19   (m)         5499.3    (f) COMPUTED    2 0
 JP0466
 JP0466.Superseded values are not recommended for survey control.
 JP0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0466.See file dsdata.txt to determine how the superseded data were derived.
 JP0466
 JP0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC010209(NAD 83)
 JP0466_MARKER: DD = SURVEY DISK
 JP0466_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0466_SP_SET: COPPER-CLAD STEEL ROD
 JP0466_STAMPING: 48 DOR 1968 5500
 JP0466_MARK LOGO: USGS  
 JP0466_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0466+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0466
 JP0466  HISTORY     - Date     Condition        Report By
 JP0466  HISTORY     - 1968     MONUMENTED       USGS
 JP0466
 JP0466                          STATION DESCRIPTION
 JP0466
 JP0466'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0466'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0466'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 8.6 MILES
 JP0466'WEST, AT THE TOP OF A RISE, 48 FEET NORTH OF THE ROAD, 2 FEET SOUTH OF
 JP0466'A WITNESS SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE.
 JP0466'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0628 ***********************************************************************
 JP0628  DESIGNATION -  48 DOR
 JP0628  PID         -  JP0628
 JP0628  STATE/COUNTY-  NV/LINCOLN
 JP0628  USGS QUAD   -  INDIAN SPRINGS KNOLL (1973)
 JP0628
 JP0628                         *CURRENT SURVEY CONTROL
 JP0628  ___________________________________________________________________
 JP0628* NAD 83(1986)-  38 39 14.     (N)    114 24 39.     (W)     SCALED    
 JP0628* NAVD 88     -      1825.975  (meters)    5990.72   (feet)  ADJUSTED  
 JP0628  ___________________________________________________________________
 JP0628  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 JP0628  DYNAMIC HT  -        1823.989 (meters)    5984.20  (feet)  COMP
 JP0628  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 JP0628
 JP0628  VERT ORDER  -  SECOND    CLASS 0
 JP0628
 JP0628.The horizontal coordinates were scaled from a topographic map and have
 JP0628.an estimated accuracy of +/- 6 seconds.
 JP0628
 JP0628.The orthometric height was determined by differential leveling
 JP0628.and adjusted by the National Geodetic Survey in August 1995..
 JP0628
 JP0628.The geoid height was determined by GEOID03.
 JP0628
 JP0628.The dynamic height is computed by dividing the NAVD 88
 JP0628.geopotential number by the normal gravity value computed on the
 JP0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0628.degrees latitude (g = 980.6199 gals.).
 JP0628
 JP0628.The modeled gravity was interpolated from observed gravity values.
 JP0628
 JP0628;                    North         East    Units  Estimated Accuracy
 JP0628;SPC NV E     - 8,433,830.      302,050.      MT  (+/- 180 meters Scaled)
 JP0628
 JP0628                          SUPERSEDED SURVEY CONTROL
 JP0628
 JP0628.No superseded survey control is available for this station.
 JP0628
 JP0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC253815(NAD 83)
 JP0628_MARKER: DD = SURVEY DISK
 JP0628_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0628_SP_SET: COPPER-CLAD STEEL ROD
 JP0628_STAMPING: 48 DOR 1973 5987
 JP0628_MARK LOGO: USGS  
 JP0628_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0628
 JP0628  HISTORY     - Date     Condition        Report By
 JP0628  HISTORY     - 1973     MONUMENTED       USGS
 JP0628
 JP0628                          STATION DESCRIPTION
 JP0628
 JP0628'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0628'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0628'ROAD TO THE MAIN ROAD, THENCE 14.2 MILES NORTH ALONG THE MAIN ROAD TO
 JP0628'A CATTLEGUARD, THENCE 1.0 MILE EAST-NORTHEAST TO A T-FENCE SOUTH, 19
 JP0628'FEET WEST OF THE T-FENCE, 14 FEET SOUTH OF THE CENTERLINE OF THE
 JP0628'ROAD, 0.5 FOOT NORTH OF A FENCE,  A 5/8 INCH COPPER COATED ROD DRIVEN
 JP0628'TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0411 ***********************************************************************
 NW0411  DESIGNATION -  48 HEI
 NW0411  PID         -  NW0411
 NW0411  STATE/COUNTY-  NV/HUMBOLDT
 NW0411  USGS QUAD   -  LOOKOUT LAKE (1982)
 NW0411
 NW0411                         *CURRENT SURVEY CONTROL
 NW0411  ___________________________________________________________________
 NW0411* NAD 83(1986)-  42 04 01.     (N)    117 10 26.     (W)     SCALED    
 NW0411* NAVD 88     -      1696.419  (meters)    5565.67   (feet)  POSTED    
 NW0411  ___________________________________________________________________
 NW0411  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 NW0411  DYNAMIC HT  -        1695.220 (meters)    5561.73  (feet)  COMP
 NW0411  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 NW0411
 NW0411  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0411
 NW0411.The horizontal coordinates were scaled from a topographic map and have
 NW0411.an estimated accuracy of +/- 6 seconds.
 NW0411
 NW0411.The orthometric height was determined by differential leveling
 NW0411.and adjusted by the National Geodetic Survey in 1992..
 NW0411.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0411.rate of 0.0 thru 1.0 mm/km.
 NW0411
 NW0411.The geoid height was determined by GEOID03.
 NW0411
 NW0411.The dynamic height is computed by dividing the NAVD 88
 NW0411.geopotential number by the normal gravity value computed on the
 NW0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0411.degrees latitude (g = 980.6199 gals.).
 NW0411
 NW0411.The modeled gravity was interpolated from observed gravity values.
 NW0411
 NW0411;                    North         East    Units  Estimated Accuracy
 NW0411;SPC NV W     - 4,813,090.      916,640.      MT  (+/- 180 meters Scaled)
 NW0411
 NW0411                          SUPERSEDED SURVEY CONTROL
 NW0411
 NW0411.No superseded survey control is available for this station.
 NW0411
 NW0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG856572(NAD 83)
 NW0411_MARKER: DD = SURVEY DISK
 NW0411_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0411_SP_SET: COPPER-CLAD STEEL ROD
 NW0411_STAMPING: 48 HEI 1974 5561
 NW0411_MARK LOGO: USGS  
 NW0411_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0411+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NW0411
 NW0411  HISTORY     - Date     Condition        Report By
 NW0411  HISTORY     - 1974     MONUMENTED       USGS
 NW0411
 NW0411                          STATION DESCRIPTION
 NW0411
 NW0411'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0411'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0411'ROAD TO A Y-ROAD, THENCE 12.0 MILES NORTHWEST AND GENERALLY WEST, 26
 NW0411'FEET SOUTHEAST AND LEVEL WITH THE CENTERLINE OF THE ROAD (CAIRN), ON
 NW0411'ON A COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE
 NW0411'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0524 ***********************************************************************
 LS0524  DESIGNATION -  48 HJH
 LS0524  PID         -  LS0524
 LS0524  STATE/COUNTY-  NV/PERSHING
 LS0524  USGS QUAD   -  KUMIVA PEAK (1990)
 LS0524
 LS0524                         *CURRENT SURVEY CONTROL
 LS0524  ___________________________________________________________________
 LS0524* NAD 83(1986)-  40 26 02.     (N)    119 20 02.     (W)     SCALED    
 LS0524* NAVD 88     -      1414.726  (meters)    4641.48   (feet)  ADJUSTED  
 LS0524  ___________________________________________________________________
 LS0524  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 LS0524  DYNAMIC HT  -        1413.595 (meters)    4637.77  (feet)  COMP
 LS0524  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 LS0524
 LS0524  VERT ORDER  -  SECOND    CLASS 0
 LS0524
 LS0524.The horizontal coordinates were scaled from a topographic map and have
 LS0524.an estimated accuracy of +/- 6 seconds.
 LS0524
 LS0524.The orthometric height was determined by differential leveling
 LS0524.and adjusted by the National Geodetic Survey in June 1991..
 LS0524
 LS0524.The geoid height was determined by GEOID03.
 LS0524
 LS0524.The dynamic height is computed by dividing the NAVD 88
 LS0524.geopotential number by the normal gravity value computed on the
 LS0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0524.degrees latitude (g = 980.6199 gals.).
 LS0524
 LS0524.The modeled gravity was interpolated from observed gravity values.
 LS0524
 LS0524;                    North         East    Units  Estimated Accuracy
 LS0524;SPC NV W     - 4,631,060.      736,320.      MT  (+/- 180 meters Scaled)
 LS0524
 LS0524                          SUPERSEDED SURVEY CONTROL
 LS0524
 LS0524  NGVD 29 (??/??/92) 1413.691  (m)         4638.08   (f) ADJ UNCH    2 0
 LS0524
 LS0524.Superseded values are not recommended for survey control.
 LS0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0524.See file dsdata.txt to determine how the superseded data were derived.
 LS0524
 LS0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE020785(NAD 83)
 LS0524_MARKER: DB = BENCH MARK DISK
 LS0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0524_SP_SET: CONCRETE POST
 LS0524_STAMPING: 48 HJH 1962 4638
 LS0524_MARK LOGO: USGS  
 LS0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0524+STABILITY: SURFACE MOTION
 LS0524
 LS0524  HISTORY     - Date     Condition        Report By
 LS0524  HISTORY     - 1962     MONUMENTED       USGS
 LS0524
 LS0524                          STATION DESCRIPTION
 LS0524
 LS0524'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0524'25.7 KM (16.00 MI) SOUTH FROM GERLACH.
 LS0524'16.0 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34 AT THE Y - ROAD
 LS0524'HEADING NORTHEAST TO THE MINES, 69 FEET SOUTHEAST OF THE INTERSECTION
 LS0524'OF THE CENTERLINES, 49 FEET EAST OF THE HIGHWAY CENTERLINE.
 LS0524'THE MARK IS 2.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0645 ***********************************************************************
 LS0645  DESIGNATION -  48 LRC
 LS0645  PID         -  LS0645
 LS0645  STATE/COUNTY-  NV/HUMBOLDT
 LS0645  USGS QUAD   -  BLACK ROCK POINT EAST (1981)
 LS0645
 LS0645                         *CURRENT SURVEY CONTROL
 LS0645  ___________________________________________________________________
 LS0645* NAD 83(1986)-  40 57 46.     (N)    118 54 58.     (W)     SCALED    
 LS0645* NAVD 88     -      1212.914  (meters)    3979.37   (feet)  ADJUSTED  
 LS0645  ___________________________________________________________________
 LS0645  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 LS0645  DYNAMIC HT  -        1212.038 (meters)    3976.49  (feet)  COMP
 LS0645  MODELED GRAV-     979,860.2   (mgal)                       NAVD 88
 LS0645
 LS0645  VERT ORDER  -  SECOND    CLASS 0
 LS0645
 LS0645.The horizontal coordinates were scaled from a topographic map and have
 LS0645.an estimated accuracy of +/- 6 seconds.
 LS0645
 LS0645.The orthometric height was determined by differential leveling
 LS0645.and adjusted by the National Geodetic Survey in June 1991..
 LS0645
 LS0645.The geoid height was determined by GEOID03.
 LS0645
 LS0645.The dynamic height is computed by dividing the NAVD 88
 LS0645.geopotential number by the normal gravity value computed on the
 LS0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0645.degrees latitude (g = 980.6199 gals.).
 LS0645
 LS0645.The modeled gravity was interpolated from observed gravity values.
 LS0645
 LS0645;                    North         East    Units  Estimated Accuracy
 LS0645;SPC NV W     - 4,689,570.      771,990.      MT  (+/- 180 meters Scaled)
 LS0645
 LS0645                          SUPERSEDED SURVEY CONTROL
 LS0645
 LS0645  NGVD 29 (??/??/92) 1211.92   (m)         3976.1    (f) COMPUTED    2 0
 LS0645
 LS0645.Superseded values are not recommended for survey control.
 LS0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0645.See file dsdata.txt to determine how the superseded data were derived.
 LS0645
 LS0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF387363(NAD 83)
 LS0645_MARKER: DD = SURVEY DISK
 LS0645_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LS0645_SP_SET: PREFAB CONC. POST IN EARTH
 LS0645_STAMPING: 48 LRC 1972 3976
 LS0645_MARK LOGO: USGS  
 LS0645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LS0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0645+SATELLITE: SATELLITE OBSERVATIONS - 1972
 LS0645
 LS0645  HISTORY     - Date     Condition        Report By
 LS0645  HISTORY     - 1972     MONUMENTED       USGS
 LS0645
 LS0645                          STATION DESCRIPTION
 LS0645
 LS0645'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LS0645'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 LS0645'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 LS0645'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 LS0645'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 0.4 MILES NORTH
 LS0645'ALONG TRACK ROAD, 26.4 MILES SOUTH OF PAHUTE MEADOW RANCH, AT THE
 LS0645'SOUTHEAST POINT OF BLACK ROCK RANGE, 7.0 MILES WEST OF SULPHUR
 LS0645'RAILROAD STATION, AT A POINT WHERE THE TRACK ROAD CROSSES SECOND LOW
 LS0645'RIDGE BEFORE DROPPING INTO DESERT FLOOR TO THE SOUTH, 26 FEET
 LS0645'EAST-SOUTHEAST OF THE CENTERLINE OF THE TRACK ROAD, 2 FEET WEST OF A
 LS0645'WITNESS POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0482 ***********************************************************************
 MU0482  DESIGNATION -  48 O
 MU0482  PID         -  MU0482
 MU0482  STATE/COUNTY-  NV/LANDER
 MU0482  USGS QUAD   -  WILLOW CR. RESERVOIR SE (1965)
 MU0482
 MU0482                         *CURRENT SURVEY CONTROL
 MU0482  ___________________________________________________________________
 MU0482* NAD 83(1986)-  41 02 43.     (N)    116 31 58.     (W)     SCALED    
 MU0482* NAVD 88     -      1569.585  (meters)    5149.55   (feet)  POSTED    
 MU0482  ___________________________________________________________________
 MU0482  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 MU0482  DYNAMIC HT  -        1568.310 (meters)    5145.36  (feet)  COMP
 MU0482  MODELED GRAV-     979,758.4   (mgal)                       NAVD 88
 MU0482
 MU0482  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0482
 MU0482.The horizontal coordinates were scaled from a topographic map and have
 MU0482.an estimated accuracy of +/- 6 seconds.
 MU0482
 MU0482.The orthometric height was determined by differential leveling
 MU0482.and adjusted by the National Geodetic Survey in 1992..
 MU0482.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0482.rate of 0.0 thru 1.0 mm/km.
 MU0482
 MU0482.The geoid height was determined by GEOID03.
 MU0482
 MU0482.The dynamic height is computed by dividing the NAVD 88
 MU0482.geopotential number by the normal gravity value computed on the
 MU0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0482.degrees latitude (g = 980.6199 gals.).
 MU0482
 MU0482.The modeled gravity was interpolated from observed gravity values.
 MU0482
 MU0482;                    North         East    Units  Estimated Accuracy
 MU0482;SPC NV C     - 6,698,680.      511,260.      MT  (+/- 180 meters Scaled)
 MU0482
 MU0482                          SUPERSEDED SURVEY CONTROL
 MU0482
 MU0482.No superseded survey control is available for this station.
 MU0482
 MU0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF392438(NAD 83)
 MU0482_MARKER: DD = SURVEY DISK
 MU0482_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MU0482_SP_SET: PREFAB CONC. POST IN EARTH
 MU0482_STAMPING: 48 O 1963
 MU0482_MARK LOGO: USGS  
 MU0482_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0482+SATELLITE: SATELLITE OBSERVATIONS - 1963
 MU0482
 MU0482  HISTORY     - Date     Condition        Report By
 MU0482  HISTORY     - 1963     MONUMENTED       USGS
 MU0482
 MU0482                          STATION DESCRIPTION
 MU0482
 MU0482'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MU0482'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 MU0482'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 MU0482'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 MU0482'NORTHEAST ALONG ROAD, THENCE 21.1 MILES NORTHEAST ALONG ROAD, 8.0
 MU0482'MILES NORTHEAST OF WIRE CORRAL RANCH, AT A LARGE BRUSH CLEARING, 44
 MU0482'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 15 FEET EAST OF A STEEL
 MU0482'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0688 ***********************************************************************
 GS0688  DESIGNATION -  48 TJS
 GS0688  PID         -  GS0688
 GS0688  STATE/COUNTY-  NV/NYE
 GS0688  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0688
 GS0688                         *CURRENT SURVEY CONTROL
 GS0688  ___________________________________________________________________
 GS0688* NAD 83(1986)-  36 49 48.     (N)    116 26 57.     (W)     SCALED    
 GS0688* NAVD 88     -      1259.745  (meters)    4133.01   (feet)  ADJUSTED  
 GS0688  ___________________________________________________________________
 GS0688  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 GS0688  DYNAMIC HT  -        1258.346 (meters)    4128.42  (feet)  COMP
 GS0688  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 GS0688
 GS0688  VERT ORDER  -  FIRST     CLASS I
 GS0688
 GS0688.The horizontal coordinates were scaled from a topographic map and have
 GS0688.an estimated accuracy of +/- 6 seconds.
 GS0688
 GS0688.The orthometric height was determined by differential leveling
 GS0688.and adjusted by the National Geodetic Survey in May 2004..
 GS0688
 GS0688.The geoid height was determined by GEOID03.
 GS0688
 GS0688.The dynamic height is computed by dividing the NAVD 88
 GS0688.geopotential number by the normal gravity value computed on the
 GS0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0688.degrees latitude (g = 980.6199 gals.).
 GS0688
 GS0688.The modeled gravity was interpolated from observed gravity values.
 GS0688
 GS0688;                    North         East    Units  Estimated Accuracy
 GS0688;SPC NV C     - 6,230,790.      519,400.      MT  (+/- 180 meters Scaled)
 GS0688
 GS0688                          SUPERSEDED SURVEY CONTROL
 GS0688
 GS0688  NAVD 88 (??/??/92) 1259.753  (m)         4133.04   (f) UNKNOWN     3 0
 GS0688  NGVD 29 (05/01/91) 1258.832  (m)         4130.02   (f) ADJUSTED    1 1
 GS0688
 GS0688.Superseded values are not recommended for survey control.
 GS0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0688.See file dsdata.txt to determine how the superseded data were derived.
 GS0688
 GS0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA491761(NAD 83)
 GS0688_MARKER: DB = BENCH MARK DISK
 GS0688_SETTING: 66 = SET IN ROCK OUTCROP
 GS0688_SP_SET: BEDROCK
 GS0688_STAMPING: 48 TJS 1983
 GS0688_MARK LOGO: USGS  
 GS0688_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0688+STABILITY: POSITION/ELEVATION WELL
 GS0688
 GS0688  HISTORY     - Date     Condition        Report By
 GS0688  HISTORY     - 1983     MONUMENTED       USGS
 GS0688  HISTORY     - 1986     GOOD             USGS
 GS0688  HISTORY     - 1988     GOOD             USGS
 GS0688  HISTORY     - 19910416 GOOD             USGS
 GS0688  HISTORY     - 19930129 GOOD             USGS
 GS0688  HISTORY     - 19950131 GOOD             USGS
 GS0688
 GS0688                          STATION DESCRIPTION
 GS0688
 GS0688'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0688'58.1 KM (36.10 MI) NW FROM MERCURY.
 GS0688'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0688'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0688'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0688'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0688'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0688'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0688'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0688'3.67 MILES, 115 FEET EAST OF THE CENTERLINE OF THE ROAD.
 GS0688
 GS0688                          STATION RECOVERY (1986)
 GS0688
 GS0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0688'RECOVERED IN GOOD CONDITION.
 GS0688
 GS0688                          STATION RECOVERY (1988)
 GS0688
 GS0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0688'RECOVERED IN GOOD CONDITION.
 GS0688
 GS0688                          STATION RECOVERY (1991)
 GS0688
 GS0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0688'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0688'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0688'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0688'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0688'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0688'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0688'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0688'3.67 MILES, 115 FEET EAST OF THE CENTERLINE OF THE ROAD.
 GS0688
 GS0688                          STATION RECOVERY (1993)
 GS0688
 GS0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0688'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0688'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0688'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0688'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0688'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0688'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0688'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.95 MILES (3.14 KM) TO A
 GS0688'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 3.67 MILES
 GS0688'(5.91 KM), 115 FEET (35.1 M) EAST OF THE CENTERLINE OF THE ROAD.
 GS0688
 GS0688                          STATION RECOVERY (1995)
 GS0688
 GS0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0688'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0992 ***********************************************************************
 HQ0992  DESIGNATION -  4825
 HQ0992  PID         -  HQ0992
 HQ0992  STATE/COUNTY-  NV/ESMERALDA
 HQ0992  USGS QUAD   -  RHYOLITE RIDGE SW (1987)
 HQ0992
 HQ0992                         *CURRENT SURVEY CONTROL
 HQ0992  ___________________________________________________________________
 HQ0992* NAD 83(1994)-  37 52 04.38207(N)    117 58 06.34034(W)     ADJUSTED  
 HQ0992* NAVD 88     -      1447.62   (+/-2cm)    4749.4    (feet)  VERTCON   
 HQ0992  ___________________________________________________________________
 HQ0992  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 HQ0992  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 HQ0992
 HQ0992  HORZ ORDER  -  SECOND
 HQ0992  VERT ORDER  -  THIRD ? (See Below)
 HQ0992
 HQ0992.The horizontal coordinates were established by classical geodetic methods
 HQ0992.and adjusted by the National Geodetic Survey in June 1998..
 HQ0992
 HQ0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0992.The vertical order pertains to the NGVD 29 superseded value.
 HQ0992
 HQ0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0992
 HQ0992.The geoid height was determined by GEOID03.
 HQ0992
 HQ0992;                    North         East     Units Scale Factor Converg.
 HQ0992;SPC NV W     - 4,346,119.042   854,100.257   MT  0.99993604   +0 22 38.9
 HQ0992;SPC NV W     -14,258,892.22  2,802,160.59   sFT  0.99993604   +0 22 38.9
 HQ0992;UTM  11      - 4,191,598.532   414,821.300   MT  0.99968936   -0 35 40.2
 HQ0992
 HQ0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0992!SPC NV W     -   0.99977692  x   0.99993604  =   0.99971298
 HQ0992!UTM  11      -   0.99977692  x   0.99968936  =   0.99946635
 HQ0992
 HQ0992                          SUPERSEDED SURVEY CONTROL
 HQ0992
 HQ0992  NAD 83(1992)-  37 52 04.37809(N)    117 58 06.34072(W) AD(       ) 2
 HQ0992  NAD 83(1986)-  37 52 04.38286(N)    117 58 06.33137(W) AD(       ) 2
 HQ0992  NAD 27      -  37 52 04.62300(N)    117 58 02.96000(W) AD(       ) 2
 HQ0992  NGVD 29 (07/19/86) 1446.48   (m)         4745.7    (f) LEVELING    3  
 HQ0992
 HQ0992.Superseded values are not recommended for survey control.
 HQ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0992.See file dsdata.txt to determine how the superseded data were derived.
 HQ0992
 HQ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB1482191599(NAD 83)
 HQ0992_MARKER: DD = SURVEY DISK
 HQ0992_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0992
 HQ0992  HISTORY     - Date     Condition        Report By
 HQ0992  HISTORY     - 1950     MONUMENTED       USGS
 HQ0992
 HQ0992                          STATION DESCRIPTION
 HQ0992
 HQ0992'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 HQ0992'TO REACH STATION CRSSING FROM THE HIGHWAY MAINTENANCE STATION WHICH
 HQ0992'IS ON STATE HIGHWAY 3A ABOUT 17 MILES SOUTH OF U.S. HIGHWAY 6,
 HQ0992'GO NORTH 0.15 MILE TO A CROSSROAD.  TURN RIGHT AND FOLLOW THE
 HQ0992'MAIN ROAD EASTERLY 6.7 MILES TO A ROAD RIGHT.  TURN RIGHT, PASS
 HQ0992'OVER SEVERAL SMALL WOODEN BRIDGES AND GO 0.3 MILE TO TOP OF KNOLL
 HQ0992'AND STATION CROSSING.  A DRIVE STATION.
 HQ0992'
 HQ0992'THE U.S.G.S. BENCH MARK IS RIVETED TO THE TOP OF A 4 INCH IRON PIPE
 HQ0992'THAT IS EMBEDDED IN CONCRETE.  THE MARK PROJECTS ABOUT 17 INCHES
 HQ0992'ABOVE THE GROUND LEVEL.  THE MARK IS STAMPED 4825.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0402 ***********************************************************************
 JR0402  DESIGNATION -  4835
 JR0402  PID         -  JR0402
 JR0402  STATE/COUNTY-  NV/LYON
 JR0402  USGS QUAD   -  SMITH (1986)
 JR0402
 JR0402                         *CURRENT SURVEY CONTROL
 JR0402  ___________________________________________________________________
 JR0402* NAD 83(1986)-  38 45 06.     (N)    119 22 13.     (W)     SCALED    
 JR0402* NAVD 88     -      1473.61   (+/-2cm)    4834.7    (feet)  VERTCON   
 JR0402  ___________________________________________________________________
 JR0402  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JR0402
 JR0402  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0402
 JR0402.The horizontal coordinates were scaled from a topographic map and have
 JR0402.an estimated accuracy of +/- 6 seconds.
 JR0402
 JR0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0402.The vertical order pertains to the NGVD 29 superseded value.
 JR0402
 JR0402.The geoid height was determined by GEOID03.
 JR0402
 JR0402;                    North         East    Units  Estimated Accuracy
 JR0402;SPC NV W     - 4,444,330.      731,600.      MT  (+/- 180 meters Scaled)
 JR0402
 JR0402                          SUPERSEDED SURVEY CONTROL
 JR0402
 JR0402  NGVD 29 (??/??/92) 1472.459  (m)         4830.89   (f) ADJ UNCH    2 0
 JR0402
 JR0402.Superseded values are not recommended for survey control.
 JR0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0402.See file dsdata.txt to determine how the superseded data were derived.
 JR0402
 JR0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC940918(NAD 83)
 JR0402_MARKER: DB = BENCH MARK DISK
 JR0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0402_STAMPING: 4835.3
 JR0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0402+STABILITY: SURFACE MOTION
 JR0402
 JR0402  HISTORY     - Date     Condition        Report By
 JR0402  HISTORY     - UNK      MONUMENTED       USGS
 JR0402  HISTORY     - 1940     GOOD             NGS
 JR0402
 JR0402                          STATION DESCRIPTION
 JR0402
 JR0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0402'AT WELLINGTON.
 JR0402'AT THE SOUTH EDGE OF WELLINGTON, LYON COUNTY, AT THE JUNCTION OF
 JR0402'STATE HIGHWAYS 22 AND 3, ABOUT 100 FEET EAST OF BENCH MARK D 120,
 JR0402'96 FEET WEST OF A GARAGE, 72 FEET NORTH OF A FRAME HOUSE, AND 35
 JR0402'FEET NORTH OF THE CENTERLINE OF THE ROAD.  A UNITED STATES
 JR0402'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4835.3 AND RIVETED ON
 JR0402'THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 2 INCHES ABOVE
 JR0402'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0023 ***********************************************************************
 LR0023  DESIGNATION -  4836.13
 LR0023  PID         -  LR0023
 LR0023  STATE/COUNTY-  NV/EUREKA
 LR0023  USGS QUAD   -  PALISADE (1985)
 LR0023
 LR0023                         *CURRENT SURVEY CONTROL
 LR0023  ___________________________________________________________________
 LR0023* NAD 83(1986)-  40 35 09.     (N)    116 12 59.     (W)     SCALED    
 LR0023* NAVD 88     -      1475.166  (meters)    4839.77   (feet)  ADJUSTED  
 LR0023  ___________________________________________________________________
 LR0023  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 LR0023  DYNAMIC HT  -        1473.895 (meters)    4835.60  (feet)  COMP
 LR0023  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 LR0023
 LR0023  VERT ORDER  -  FIRST     CLASS II
 LR0023
 LR0023.The horizontal coordinates were scaled from a topographic map and have
 LR0023.an estimated accuracy of +/- 6 seconds.
 LR0023
 LR0023.The orthometric height was determined by differential leveling
 LR0023.and adjusted by the National Geodetic Survey in June 1991..
 LR0023
 LR0023.The geoid height was determined by GEOID03.
 LR0023
 LR0023.The dynamic height is computed by dividing the NAVD 88
 LR0023.geopotential number by the normal gravity value computed on the
 LR0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0023.degrees latitude (g = 980.6199 gals.).
 LR0023
 LR0023.The modeled gravity was interpolated from observed gravity values.
 LR0023
 LR0023;                    North         East    Units  Estimated Accuracy
 LR0023;SPC NV E     - 8,647,850.      146,410.      MT  (+/- 180 meters Scaled)
 LR0023
 LR0023                          SUPERSEDED SURVEY CONTROL
 LR0023
 LR0023  NGVD 29 (??/??/92) 1474.026  (m)         4836.03   (f) ADJ UNCH    1 2
 LR0023
 LR0023.Superseded values are not recommended for survey control.
 LR0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0023.See file dsdata.txt to determine how the superseded data were derived.
 LR0023
 LR0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE663930(NAD 83)
 LR0023_MARKER: S = SPIKE
 LR0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0023_SP_SET: ABUTMENT
 LR0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0023
 LR0023  HISTORY     - Date     Condition        Report By
 LR0023  HISTORY     - UNK      MONUMENTED       USGS
 LR0023  HISTORY     - 1953     GOOD             NGS
 LR0023
 LR0023                          STATION DESCRIPTION
 LR0023
 LR0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0023'2.4 MI SW FROM PALISADE.
 LR0023'2.4 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0023'THE STATION AT PALISADE, ABOUT 100 YARDS NORTHEAST OF THE WESTERN
 LR0023'PACIFIC RAILROAD BRIDGE OVER THE SOUTHERN PACIFIC COMPANY TRACK, AT
 LR0023'STEEL BRIDGE 523.34-14 OVER HUMBOLDT RIVER, IN THE TOP OF THE
 LR0023'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT, 7.1 FEET SOUTHEAST
 LR0023'OF THE SOUTHEAST RAIL, 0.6 FOOT SOUTH OF Y 352, AND ABOUT 2 FEET LOWER
 LR0023'THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0046 ***********************************************************************
 LR0046  DESIGNATION -  487
 LR0046  PID         -  LR0046
 LR0046  STATE/COUNTY-  NV/EUREKA
 LR0046  USGS QUAD   -  PALISADE (1985)
 LR0046
 LR0046                         *CURRENT SURVEY CONTROL
 LR0046  ___________________________________________________________________
 LR0046* NAD 83(1986)-  40 35 39.     (N)    116 10 22.     (W)     SCALED    
 LR0046* NAVD 88     -      1485.744  (meters)    4874.48   (feet)  ADJUSTED  
 LR0046  ___________________________________________________________________
 LR0046  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 LR0046  DYNAMIC HT  -        1484.516 (meters)    4870.45  (feet)  COMP
 LR0046  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 LR0046
 LR0046  VERT ORDER  -  SECOND    CLASS 0
 LR0046
 LR0046.The horizontal coordinates were scaled from a topographic map and have
 LR0046.an estimated accuracy of +/- 6 seconds.
 LR0046
 LR0046.The orthometric height was determined by differential leveling
 LR0046.and adjusted by the National Geodetic Survey in June 1991..
 LR0046
 LR0046.The geoid height was determined by GEOID03.
 LR0046
 LR0046.The dynamic height is computed by dividing the NAVD 88
 LR0046.geopotential number by the normal gravity value computed on the
 LR0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0046.degrees latitude (g = 980.6199 gals.).
 LR0046
 LR0046.The modeled gravity was interpolated from observed gravity values.
 LR0046
 LR0046;                    North         East    Units  Estimated Accuracy
 LR0046;SPC NV E     - 8,648,750.      150,110.      MT  (+/- 180 meters Scaled)
 LR0046
 LR0046                          SUPERSEDED SURVEY CONTROL
 LR0046
 LR0046  NGVD 29 (??/??/92) 1484.663  (m)         4870.93   (f) ADJ UNCH    2 0
 LR0046
 LR0046.Superseded values are not recommended for survey control.
 LR0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0046.See file dsdata.txt to determine how the superseded data were derived.
 LR0046
 LR0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE699940(NAD 83)
 LR0046_MARKER: Z = SEE DESCRIPTION
 LR0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0046_SP_SET: PIER
 LR0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0046
 LR0046  HISTORY     - Date     Condition        Report By
 LR0046  HISTORY     - UNK      MONUMENTED       USGS
 LR0046  HISTORY     - 1934     GOOD             NGS
 LR0046
 LR0046                          STATION DESCRIPTION
 LR0046
 LR0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LR0046'2.0 MI S FROM PALISADE.
 LR0046'2.0 MILES SOUTH OF PALISADE 70 FEET WEST OF ROAD FROM PALISADE TO
 LR0046'EUREKA.  35 FEET EAST OF EUREKA RAILROAD.  ON WEST ONE OF FOUR
 LR0046'CONCRETE PIERS OF DAM.  TOP OF PIECE OF RAILROAD STEEL WHICH SERVES AS
 LR0046'A GATE GUIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0262 ***********************************************************************
 MU0262  DESIGNATION -  49
 MU0262  PID         -  MU0262
 MU0262  STATE/COUNTY-  NV/HUMBOLDT
 MU0262  USGS QUAD   -  GOLCONDA BUTTE (1983)
 MU0262
 MU0262                         *CURRENT SURVEY CONTROL
 MU0262  ___________________________________________________________________
 MU0262* NAD 83(1986)-  41 00 53.     (N)    117 34 27.     (W)     SCALED    
 MU0262* NAVD 88     -      1350.306  (meters)    4430.13   (feet)  ADJUSTED  
 MU0262  ___________________________________________________________________
 MU0262  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 MU0262  DYNAMIC HT  -        1349.303 (meters)    4426.84  (feet)  COMP
 MU0262  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 MU0262
 MU0262  VERT ORDER  -  FIRST     CLASS II
 MU0262
 MU0262.The horizontal coordinates were scaled from a topographic map and have
 MU0262.an estimated accuracy of +/- 6 seconds.
 MU0262
 MU0262.The orthometric height was determined by differential leveling
 MU0262.and adjusted by the National Geodetic Survey in June 1991..
 MU0262
 MU0262.The geoid height was determined by GEOID03.
 MU0262
 MU0262.The dynamic height is computed by dividing the NAVD 88
 MU0262.geopotential number by the normal gravity value computed on the
 MU0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0262.degrees latitude (g = 980.6199 gals.).
 MU0262
 MU0262.The modeled gravity was interpolated from observed gravity values.
 MU0262
 MU0262;                    North         East    Units  Estimated Accuracy
 MU0262;SPC NV W     - 4,695,770.      884,880.      MT  (+/- 180 meters Scaled)
 MU0262
 MU0262                          SUPERSEDED SURVEY CONTROL
 MU0262
 MU0262  NGVD 29 (??/??/92) 1349.284  (m)         4426.78   (f) ADJ UNCH    1 2
 MU0262
 MU0262.Superseded values are not recommended for survey control.
 MU0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0262.See file dsdata.txt to determine how the superseded data were derived.
 MU0262
 MU0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF517405(NAD 83)
 MU0262_MARKER: DD = SURVEY DISK
 MU0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0262_STAMPING: BM I-001-3 (2) 49
 MU0262_MARK LOGO: NVDH  
 MU0262_PROJECTION: PROJECTING 10 CENTIMETERS
 MU0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0262+STABILITY: SURFACE MOTION
 MU0262
 MU0262  HISTORY     - Date     Condition        Report By
 MU0262  HISTORY     - UNK      MONUMENTED       NVDH
 MU0262  HISTORY     - 1958     GOOD             NGS
 MU0262  HISTORY     - 1984     GOOD             NGS
 MU0262
 MU0262                          STATION DESCRIPTION
 MU0262
 MU0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MU0262'6.25 MI NW FROM GOLCONDA.
 MU0262'6.25 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT
 MU0262'GOLCONDA TO THE HOLLIDAY INN, 99.0 FEET SOUTHWEST OF THE CENTERLINE OF
 MU0262'THE HIGHWAY, 3.0 FEET NORTHEAST OF A METAL WITNESS POST, 2.0 FEET
 MU0262'NORTHEAST OF A FENCELINE, SET IN A ROUND CONCRETE POST FLUSH WITH THE
 MU0262'GROUND SURFACE.
 MU0262
 MU0262                          STATION RECOVERY (1984)
 MU0262
 MU0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0262'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.5 KM
 MU0262'(6.55 MI) NORTHWEST ALONG INTERSTATE 80 FROM THE MORRISON AVENUE
 MU0262'OVERPASS BRIDGE AT GOLCONDA, ACROSS THE HIGHWAY FROM THE SOUTHEAST END
 MU0262'OF A REST AREA, 0.2 KM (0.12 MI) NORTHWEST OF MILEPOST 188, 0.15 KM
 MU0262'(0.1 MI) NORTHWEST OF A POWER LINE CROSSING, 32.3 METERS (106 FT)
 MU0262'SOUTHWEST OF THE EAST BOUND HIGHWAY CENTERLINE, 63.2 METERS (207.5 FT)
 MU0262'NORTH OF THE NORTHWEST END OF A WOODEN BRACE IN THE RIGHT OF WAY
 MU0262'FENCE, 51.5 METERS (169 FT) NORTHEAST OF THE RIGHT OF WAY FENCE AND
 MU0262'0.9 METER (3 FT) NORTHEAST OF A STEEL POST.
 MU0262'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 MU0262'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0592 ***********************************************************************
 MU0592  DESIGNATION -  49 BKC
 MU0592  PID         -  MU0592
 MU0592  STATE/COUNTY-  NV/ELKO
 MU0592  USGS QUAD   -  HUMBOLDT HILL (1973)
 MU0592
 MU0592                         *CURRENT SURVEY CONTROL
 MU0592  ___________________________________________________________________
 MU0592* NAD 83(1986)-  41 31 52.     (N)    116 55 29.     (W)     SCALED    
 MU0592* NAVD 88     -      1602.804  (meters)    5258.53   (feet)  POSTED    
 MU0592  ___________________________________________________________________
 MU0592  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 MU0592  DYNAMIC HT  -        1601.610 (meters)    5254.62  (feet)  COMP
 MU0592  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 MU0592
 MU0592  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0592
 MU0592.The horizontal coordinates were scaled from a topographic map and have
 MU0592.an estimated accuracy of +/- 6 seconds.
 MU0592
 MU0592.The orthometric height was determined by differential leveling
 MU0592.and adjusted by the National Geodetic Survey in 1992..
 MU0592.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0592.rate of 0.0 thru 1.0 mm/km.
 MU0592
 MU0592.The geoid height was determined by GEOID03.
 MU0592
 MU0592.The dynamic height is computed by dividing the NAVD 88
 MU0592.geopotential number by the normal gravity value computed on the
 MU0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0592.degrees latitude (g = 980.6199 gals.).
 MU0592
 MU0592.The modeled gravity was interpolated from observed gravity values.
 MU0592
 MU0592;                    North         East    Units  Estimated Accuracy
 MU0592;SPC NV E     - 8,753,490.       88,060.      MT  (+/- 180 meters Scaled)
 MU0592
 MU0592                          SUPERSEDED SURVEY CONTROL
 MU0592
 MU0592.No superseded survey control is available for this station.
 MU0592
 MU0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF062977(NAD 83)
 MU0592_MARKER: DD = SURVEY DISK
 MU0592_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0592_SP_SET: COPPER-CLAD STEEL ROD
 MU0592_STAMPING: 49 BKC 1973 5255
 MU0592_MARK LOGO: USGS  
 MU0592_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0592+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0592
 MU0592  HISTORY     - Date     Condition        Report By
 MU0592  HISTORY     - 1973     MONUMENTED       USGS
 MU0592
 MU0592                          STATION DESCRIPTION
 MU0592
 MU0592'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0592'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0592'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0592'THENCE 16.6 MILES WEST ALONG ROAD, 1.7 MILES SOUTHEAST AND 3.9 MILES
 MU0592'NORTHEAST AND 2.7 MILES EAST OF LITTLE HUMBOLT RANCH, AT A CROSSROAD
 MU0592'OF AN OLD ROAD WITH A NEW DIRT ROAD, 63 FEET SOUTH OF THE CROSSROAD, 8
 MU0592'FEET WEST OF A CAIRN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH
 MU0592'BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0467 ***********************************************************************
 JP0467  DESIGNATION -  49 DOR
 JP0467  PID         -  JP0467
 JP0467  STATE/COUNTY-  NV/LINCOLN
 JP0467  USGS QUAD   -  BRISTOL WELL (1980)
 JP0467
 JP0467                         *CURRENT SURVEY CONTROL
 JP0467  ___________________________________________________________________
 JP0467* NAD 83(1986)-  38 06 37.     (N)    114 41 30.     (W)     SCALED    
 JP0467* NAVD 88     -      1680.482  (meters)    5513.38   (feet)  ADJUSTED  
 JP0467  ___________________________________________________________________
 JP0467  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 JP0467  DYNAMIC HT  -        1678.637 (meters)    5507.33  (feet)  COMP
 JP0467  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 JP0467
 JP0467  VERT ORDER  -  SECOND    CLASS 0
 JP0467
 JP0467.The horizontal coordinates were scaled from a topographic map and have
 JP0467.an estimated accuracy of +/- 6 seconds.
 JP0467
 JP0467.The orthometric height was determined by differential leveling
 JP0467.and adjusted by the National Geodetic Survey in June 1991..
 JP0467
 JP0467.The geoid height was determined by GEOID03.
 JP0467
 JP0467.The dynamic height is computed by dividing the NAVD 88
 JP0467.geopotential number by the normal gravity value computed on the
 JP0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0467.degrees latitude (g = 980.6199 gals.).
 JP0467
 JP0467.The modeled gravity was interpolated from observed gravity values.
 JP0467
 JP0467;                    North         East    Units  Estimated Accuracy
 JP0467;SPC NV E     - 8,373,220.      278,190.      MT  (+/- 180 meters Scaled)
 JP0467
 JP0467                          SUPERSEDED SURVEY CONTROL
 JP0467
 JP0467  NGVD 29 (??/??/92) 1679.32   (m)         5509.6    (f) COMPUTED    2 0
 JP0467
 JP0467.Superseded values are not recommended for survey control.
 JP0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0467.See file dsdata.txt to determine how the superseded data were derived.
 JP0467
 JP0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC023205(NAD 83)
 JP0467_MARKER: DD = SURVEY DISK
 JP0467_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0467_SP_SET: COPPER-CLAD STEEL ROD
 JP0467_STAMPING: 49 DOR 1968 5510
 JP0467_MARK LOGO: USGS  
 JP0467_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0467+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0467
 JP0467  HISTORY     - Date     Condition        Report By
 JP0467  HISTORY     - 1968     MONUMENTED       USGS
 JP0467
 JP0467                          STATION DESCRIPTION
 JP0467
 JP0467'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0467'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0467'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 7.8 MILES
 JP0467'WEST, AT A Y-ROAD NORTHWEST, 0.4 MILES NORTHWEST OF 3 STONE HOUSES, 3
 JP0467'COKE OVENS AND A WINDMILL AT BRISTOL SPRINGS, 50 FEET NORTH OF THE
 JP0467'ROAD, 45 FEET SOUTHWEST OF A ROAD, 2 FEET SOUTH OF A WITNESS SIGN, SET
 JP0467'ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE AND FLUSH
 JP0467'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0629 ***********************************************************************
 JP0629  DESIGNATION -  49 DOR
 JP0629  PID         -  JP0629
 JP0629  STATE/COUNTY-  NV/LINCOLN
 JP0629  USGS QUAD   -  INDIAN SPRINGS KNOLL (1973)
 JP0629
 JP0629                         *CURRENT SURVEY CONTROL
 JP0629  ___________________________________________________________________
 JP0629* NAD 83(1986)-  38 39 03.     (N)    114 25 43.     (W)     SCALED    
 JP0629* NAVD 88     -      1853.805  (meters)    6082.03   (feet)  ADJUSTED  
 JP0629  ___________________________________________________________________
 JP0629  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 JP0629  DYNAMIC HT  -        1851.772 (meters)    6075.36  (feet)  COMP
 JP0629  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 JP0629
 JP0629  VERT ORDER  -  SECOND    CLASS 0
 JP0629
 JP0629.The horizontal coordinates were scaled from a topographic map and have
 JP0629.an estimated accuracy of +/- 6 seconds.
 JP0629
 JP0629.The orthometric height was determined by differential leveling
 JP0629.and adjusted by the National Geodetic Survey in August 1995..
 JP0629
 JP0629.The geoid height was determined by GEOID03.
 JP0629
 JP0629.The dynamic height is computed by dividing the NAVD 88
 JP0629.geopotential number by the normal gravity value computed on the
 JP0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0629.degrees latitude (g = 980.6199 gals.).
 JP0629
 JP0629.The modeled gravity was interpolated from observed gravity values.
 JP0629
 JP0629;                    North         East    Units  Estimated Accuracy
 JP0629;SPC NV E     - 8,433,470.      300,510.      MT  (+/- 180 meters Scaled)
 JP0629
 JP0629                          SUPERSEDED SURVEY CONTROL
 JP0629
 JP0629.No superseded survey control is available for this station.
 JP0629
 JP0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC237811(NAD 83)
 JP0629_MARKER: DD = SURVEY DISK
 JP0629_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0629_SP_SET: COPPER-CLAD STEEL ROD
 JP0629_STAMPING: 49 DOR 1973 6078
 JP0629_MARK LOGO: USGS  
 JP0629_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0629
 JP0629  HISTORY     - Date     Condition        Report By
 JP0629  HISTORY     - 1973     MONUMENTED       USGS
 JP0629
 JP0629                          STATION DESCRIPTION
 JP0629
 JP0629'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0629'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0629'ROAD TO THE MAIN ROAD, THENCE 14.2 MILES NORTH ALONG THE MAIN ROAD TO
 JP0629'A CATTLEGUARD, 50 FEET WEST OF THE CATTLEGUARD, 36 FEET WEST OF A BLM
 JP0629'TABLET STAMPED COTTONWOOD SEEDING FENCE CATTLEGUARD SW 1/4 SW 1/4
 JP0629'SEC 11 T9N R67E 1958 NOT A SURVEY CORNER,  14 FEET SOUTH OF THE
 JP0629'CENTERLINE OF ROAD, 0.5 FOOT NORTH OF FENCE,  A 5/8 INCH COPPER COATED
 JP0629'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0412 ***********************************************************************
 NW0412  DESIGNATION -  49 HEI
 NW0412  PID         -  NW0412
 NW0412  STATE/COUNTY-  NV/HUMBOLDT
 NW0412  USGS QUAD   -  LOOKOUT LAKE (1982)
 NW0412
 NW0412                         *CURRENT SURVEY CONTROL
 NW0412  ___________________________________________________________________
 NW0412* NAD 83(1986)-  42 04 06.     (N)    117 09 02.     (W)     SCALED    
 NW0412* NAVD 88     -      1677.238  (meters)    5502.74   (feet)  POSTED    
 NW0412  ___________________________________________________________________
 NW0412  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 NW0412  DYNAMIC HT  -        1676.060 (meters)    5498.87  (feet)  COMP
 NW0412  MODELED GRAV-     979,859.6   (mgal)                       NAVD 88
 NW0412
 NW0412  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0412
 NW0412.The horizontal coordinates were scaled from a topographic map and have
 NW0412.an estimated accuracy of +/- 6 seconds.
 NW0412
 NW0412.The orthometric height was determined by differential leveling
 NW0412.and adjusted by the National Geodetic Survey in 1992..
 NW0412.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0412.rate of 0.0 thru 1.0 mm/km.
 NW0412
 NW0412.The geoid height was determined by GEOID03.
 NW0412
 NW0412.The dynamic height is computed by dividing the NAVD 88
 NW0412.geopotential number by the normal gravity value computed on the
 NW0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0412.degrees latitude (g = 980.6199 gals.).
 NW0412
 NW0412.The modeled gravity was interpolated from observed gravity values.
 NW0412
 NW0412;                    North         East    Units  Estimated Accuracy
 NW0412;SPC NV W     - 4,813,280.      918,570.      MT  (+/- 180 meters Scaled)
 NW0412
 NW0412                          SUPERSEDED SURVEY CONTROL
 NW0412
 NW0412.No superseded survey control is available for this station.
 NW0412
 NW0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG875573(NAD 83)
 NW0412_MARKER: DD = SURVEY DISK
 NW0412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0412_SP_SET: COPPER-CLAD STEEL ROD
 NW0412_STAMPING: 49 HEI 1974 5499
 NW0412_MARK LOGO: USGS  
 NW0412_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0412+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NW0412
 NW0412  HISTORY     - Date     Condition        Report By
 NW0412  HISTORY     - 1974     MONUMENTED       USGS
 NW0412
 NW0412                          STATION DESCRIPTION
 NW0412
 NW0412'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0412'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0412'ROAD TO A Y-ROAD, THENCE 10.75 MILES NORTHWEST AND GENERALLY WEST, AT
 NW0412'THE OUTSIDE EDGE OF A CURVE, 25 FEET NORTH AND 0.5 FEET LOWER THAN THE
 NW0412'CENTERLINE OF THE ROAD (CAIRN), SET ON COPPER-COATED ROD ENCASED IN
 NW0412'6-INCH WHITE PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0525 ***********************************************************************
 LS0525  DESIGNATION -  49 HJH
 LS0525  PID         -  LS0525
 LS0525  STATE/COUNTY-  NV/PERSHING
 LS0525  USGS QUAD   -  KUMIVA PEAK (1990)
 LS0525
 LS0525                         *CURRENT SURVEY CONTROL
 LS0525  ___________________________________________________________________
 LS0525* NAD 83(1986)-  40 26 45.     (N)    119 20 04.     (W)     SCALED    
 LS0525* NAVD 88     -      1403.553  (meters)    4604.82   (feet)  ADJUSTED  
 LS0525  ___________________________________________________________________
 LS0525  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 LS0525  DYNAMIC HT  -        1402.438 (meters)    4601.17  (feet)  COMP
 LS0525  MODELED GRAV-     979,780.9   (mgal)                       NAVD 88
 LS0525
 LS0525  VERT ORDER  -  SECOND    CLASS 0
 LS0525
 LS0525.The horizontal coordinates were scaled from a topographic map and have
 LS0525.an estimated accuracy of +/- 6 seconds.
 LS0525
 LS0525.The orthometric height was determined by differential leveling
 LS0525.and adjusted by the National Geodetic Survey in June 1991..
 LS0525
 LS0525.The geoid height was determined by GEOID03.
 LS0525
 LS0525.The dynamic height is computed by dividing the NAVD 88
 LS0525.geopotential number by the normal gravity value computed on the
 LS0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0525.degrees latitude (g = 980.6199 gals.).
 LS0525
 LS0525.The modeled gravity was interpolated from observed gravity values.
 LS0525
 LS0525;                    North         East    Units  Estimated Accuracy
 LS0525;SPC NV W     - 4,632,380.      736,290.      MT  (+/- 180 meters Scaled)
 LS0525
 LS0525                          SUPERSEDED SURVEY CONTROL
 LS0525
 LS0525  NGVD 29 (??/??/92) 1402.524  (m)         4601.45   (f) ADJ UNCH    2 0
 LS0525
 LS0525.Superseded values are not recommended for survey control.
 LS0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0525.See file dsdata.txt to determine how the superseded data were derived.
 LS0525
 LS0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE020798(NAD 83)
 LS0525_MARKER: DB = BENCH MARK DISK
 LS0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0525_SP_SET: CONCRETE POST
 LS0525_STAMPING: 49 HJH 1962 4601
 LS0525_MARK LOGO: USGS  
 LS0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0525+STABILITY: SURFACE MOTION
 LS0525
 LS0525  HISTORY     - Date     Condition        Report By
 LS0525  HISTORY     - 1962     MONUMENTED       USGS
 LS0525
 LS0525                          STATION DESCRIPTION
 LS0525
 LS0525'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0525'24.5 KM (15.20 MI) SOUTH FROM GERLACH.
 LS0525'15.2 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34 ABOUT DUE EAST OF
 LS0525'A ROUND TOP LAVA MOUNTAIN, 45 FEET WEST OF THE HIGHWAY CENTERLINE.
 LS0525'THE MARK IS 2.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0631 ***********************************************************************
 KR0631  DESIGNATION -  49 JD 4107
 KR0631  PID         -  KR0631
 KR0631  STATE/COUNTY-  NV/CHURCHILL
 KR0631  USGS QUAD   -  TWO TIPS (1985)
 KR0631
 KR0631                         *CURRENT SURVEY CONTROL
 KR0631  ___________________________________________________________________
 KR0631* NAD 83(1986)-  39 38 02.     (N)    119 11 12.     (W)     SCALED    
 KR0631* NAVD 88     -      1253.032  (meters)    4110.99   (feet)  ADJUSTED  
 KR0631  ___________________________________________________________________
 KR0631  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 KR0631  DYNAMIC HT  -        1251.963 (meters)    4107.48  (feet)  COMP
 KR0631  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 KR0631
 KR0631  VERT ORDER  -  SECOND    CLASS 0
 KR0631
 KR0631.The horizontal coordinates were scaled from a topographic map and have
 KR0631.an estimated accuracy of +/- 6 seconds.
 KR0631
 KR0631.The orthometric height was determined by differential leveling
 KR0631.and adjusted by the National Geodetic Survey in June 1991..
 KR0631
 KR0631.The geoid height was determined by GEOID03.
 KR0631
 KR0631.The dynamic height is computed by dividing the NAVD 88
 KR0631.geopotential number by the normal gravity value computed on the
 KR0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0631.degrees latitude (g = 980.6199 gals.).
 KR0631
 KR0631.The modeled gravity was interpolated from observed gravity values.
 KR0631
 KR0631;                    North         East    Units  Estimated Accuracy
 KR0631;SPC NV W     - 4,542,140.      748,210.      MT  (+/- 180 meters Scaled)
 KR0631
 KR0631                          SUPERSEDED SURVEY CONTROL
 KR0631
 KR0631  NGVD 29 (??/??/92) 1252.064  (m)         4107.81   (f) ADJ UNCH    2 0
 KR0631
 KR0631.Superseded values are not recommended for survey control.
 KR0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0631.See file dsdata.txt to determine how the superseded data were derived.
 KR0631
 KR0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD123894(NAD 83)
 KR0631_MARKER: DD = SURVEY DISK
 KR0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0631_SP_SET: CULVERT
 KR0631_STAMPING: 49 JD 4107 1955
 KR0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0631
 KR0631  HISTORY     - Date     Condition        Report By
 KR0631  HISTORY     - 1955     MONUMENTED       USGS
 KR0631  HISTORY     - 1958     GOOD             NGS
 KR0631  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0631
 KR0631                          STATION DESCRIPTION
 KR0631
 KR0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0631'4.4 MI NE FROM FERNLEY.
 KR0631'4.4 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0631'FERNLEY, 271.0 FEET WEST OF ASC 4-4 (NHD), 41.0 FEET SOUTHEAST OF THE
 KR0631'CENTERLINE OF THE HIGHWAY, SET IN THE CENTER OF THE SOUTHEAST HEADWALL
 KR0631'OF A CONCRETE CULVERT.
 KR0631
 KR0631                          STATION RECOVERY (1986)
 KR0631
 KR0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0631'NOT RECOVERED.  BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0646 ***********************************************************************
 LS0646  DESIGNATION -  49 LRC
 LS0646  PID         -  LS0646
 LS0646  STATE/COUNTY-  NV/HUMBOLDT
 LS0646  USGS QUAD   -  BLACK ROCK POINT EAST (1981)
 LS0646
 LS0646                         *CURRENT SURVEY CONTROL
 LS0646  ___________________________________________________________________
 LS0646* NAD 83(1986)-  40 56 56.     (N)    118 55 02.     (W)     SCALED    
 LS0646* NAVD 88     -      1195.091  (meters)    3920.89   (feet)  ADJUSTED  
 LS0646  ___________________________________________________________________
 LS0646  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 LS0646  DYNAMIC HT  -        1194.225 (meters)    3918.05  (feet)  COMP
 LS0646  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 LS0646
 LS0646  VERT ORDER  -  SECOND    CLASS 0
 LS0646
 LS0646.The horizontal coordinates were scaled from a topographic map and have
 LS0646.an estimated accuracy of +/- 6 seconds.
 LS0646
 LS0646.The orthometric height was determined by differential leveling
 LS0646.and adjusted by the National Geodetic Survey in June 1991..
 LS0646
 LS0646.The geoid height was determined by GEOID03.
 LS0646
 LS0646.The dynamic height is computed by dividing the NAVD 88
 LS0646.geopotential number by the normal gravity value computed on the
 LS0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0646.degrees latitude (g = 980.6199 gals.).
 LS0646
 LS0646.The modeled gravity was interpolated from observed gravity values.
 LS0646
 LS0646;                    North         East    Units  Estimated Accuracy
 LS0646;SPC NV W     - 4,688,020.      771,890.      MT  (+/- 180 meters Scaled)
 LS0646
 LS0646                          SUPERSEDED SURVEY CONTROL
 LS0646
 LS0646  NGVD 29 (??/??/92) 1194.09   (m)         3917.6    (f) COMPUTED    2 0
 LS0646
 LS0646.Superseded values are not recommended for survey control.
 LS0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0646.See file dsdata.txt to determine how the superseded data were derived.
 LS0646
 LS0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF386348(NAD 83)
 LS0646_MARKER: DD = SURVEY DISK
 LS0646_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LS0646_SP_SET: PREFAB CONC. POST IN EARTH
 LS0646_STAMPING: 49 LRC 1972 3917
 LS0646_MARK LOGO: USGS  
 LS0646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LS0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0646+SATELLITE: SATELLITE OBSERVATIONS - 1972
 LS0646
 LS0646  HISTORY     - Date     Condition        Report By
 LS0646  HISTORY     - 1972     MONUMENTED       USGS
 LS0646
 LS0646                          STATION DESCRIPTION
 LS0646
 LS0646'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LS0646'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 LS0646'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 LS0646'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 LS0646'CROSSROADS, THENCE 3.1 MILES NORTH CROSS COUNTRY, 0.9 MILES SOUTH OF
 LS0646'BLACK ROCK RANGE AT A LOW ALKALI FLAT EAST OF A LOW RIDGE, 30 FEET
 LS0646'WEST OF A DIM TRACK, 2 FEET EAST OF A WITNESS POST,
 LS0646'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0483 ***********************************************************************
 MU0483  DESIGNATION -  49 O
 MU0483  PID         -  MU0483
 MU0483  STATE/COUNTY-  NV/LANDER
 MU0483  USGS QUAD   -  SANTA RENIA FIELDS (1970)
 MU0483
 MU0483                         *CURRENT SURVEY CONTROL
 MU0483  ___________________________________________________________________
 MU0483* NAD 83(1986)-  41 02 58.     (N)    116 29 43.     (W)     SCALED    
 MU0483* NAVD 88     -      1590.673  (meters)    5218.73   (feet)  POSTED    
 MU0483  ___________________________________________________________________
 MU0483  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 MU0483  DYNAMIC HT  -        1589.380 (meters)    5214.49  (feet)  COMP
 MU0483  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 MU0483
 MU0483  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0483
 MU0483.The horizontal coordinates were scaled from a topographic map and have
 MU0483.an estimated accuracy of +/- 6 seconds.
 MU0483
 MU0483.The orthometric height was determined by differential leveling
 MU0483.and adjusted by the National Geodetic Survey in 1992..
 MU0483.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0483.rate of 0.0 thru 1.0 mm/km.
 MU0483
 MU0483.The geoid height was determined by GEOID03.
 MU0483
 MU0483.The dynamic height is computed by dividing the NAVD 88
 MU0483.geopotential number by the normal gravity value computed on the
 MU0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0483.degrees latitude (g = 980.6199 gals.).
 MU0483
 MU0483.The modeled gravity was interpolated from observed gravity values.
 MU0483
 MU0483;                    North         East    Units  Estimated Accuracy
 MU0483;SPC NV C     - 6,699,150.      514,410.      MT  (+/- 180 meters Scaled)
 MU0483
 MU0483                          SUPERSEDED SURVEY CONTROL
 MU0483
 MU0483.No superseded survey control is available for this station.
 MU0483
 MU0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF424443(NAD 83)
 MU0483_MARKER: DD = SURVEY DISK
 MU0483_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MU0483_SP_SET: PREFAB CONC. POST IN EARTH
 MU0483_STAMPING: 49 O 1963
 MU0483_MARK LOGO: USGS  
 MU0483_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0483+SATELLITE: SATELLITE OBSERVATIONS - 1963
 MU0483
 MU0483  HISTORY     - Date     Condition        Report By
 MU0483  HISTORY     - 1963     MONUMENTED       USGS
 MU0483
 MU0483                          STATION DESCRIPTION
 MU0483
 MU0483'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MU0483'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 MU0483'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 MU0483'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 MU0483'NORTHEAST ALONG ROAD, THENCE 23.1 MILES NORTHEAST ALONG ROAD, ABOUT
 MU0483'400 FEET NORTH OF TIE CORRAL RANCH, 87 FEET NORTHWEST OF A Y-ROAD AND
 MU0483'45 FEET NORTH OF THE CENTERLINE OF A MAIN ROAD, 4 FEET SOUTH OF A
 MU0483'STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0689 ***********************************************************************
 GS0689  DESIGNATION -  49 TJS
 GS0689  PID         -  GS0689
 GS0689  STATE/COUNTY-  NV/NYE
 GS0689  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0689
 GS0689                         *CURRENT SURVEY CONTROL
 GS0689  ___________________________________________________________________
 GS0689* NAD 83(1986)-  36 49 40.     (N)    116 27 03.     (W)     SCALED    
 GS0689* NAVD 88     -      1240.970  (meters)    4071.42   (feet)  ADJUSTED  
 GS0689  ___________________________________________________________________
 GS0689  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GS0689  DYNAMIC HT  -        1239.591 (meters)    4066.89  (feet)  COMP
 GS0689  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 GS0689
 GS0689  VERT ORDER  -  FIRST     CLASS I
 GS0689
 GS0689.The horizontal coordinates were scaled from a topographic map and have
 GS0689.an estimated accuracy of +/- 6 seconds.
 GS0689
 GS0689.The orthometric height was determined by differential leveling
 GS0689.and adjusted by the National Geodetic Survey in May 2004..
 GS0689
 GS0689.The geoid height was determined by GEOID03.
 GS0689
 GS0689.The dynamic height is computed by dividing the NAVD 88
 GS0689.geopotential number by the normal gravity value computed on the
 GS0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0689.degrees latitude (g = 980.6199 gals.).
 GS0689
 GS0689.The modeled gravity was interpolated from observed gravity values.
 GS0689
 GS0689;                    North         East    Units  Estimated Accuracy
 GS0689;SPC NV C     - 6,230,540.      519,250.      MT  (+/- 180 meters Scaled)
 GS0689
 GS0689                          SUPERSEDED SURVEY CONTROL
 GS0689
 GS0689  NAVD 88 (??/??/92) 1240.976  (m)         4071.44   (f) UNKNOWN     3 0
 GS0689  NGVD 29 (05/01/91) 1240.054  (m)         4068.41   (f) ADJUSTED    1 1
 GS0689
 GS0689.Superseded values are not recommended for survey control.
 GS0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0689.See file dsdata.txt to determine how the superseded data were derived.
 GS0689
 GS0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA489759(NAD 83)
 GS0689_MARKER: DB = BENCH MARK DISK
 GS0689_SETTING: 66 = SET IN ROCK OUTCROP
 GS0689_SP_SET: BEDROCK
 GS0689_STAMPING: 49 TJS 1983
 GS0689_MARK LOGO: USGS  
 GS0689_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0689+STABILITY: POSITION/ELEVATION WELL
 GS0689
 GS0689  HISTORY     - Date     Condition        Report By
 GS0689  HISTORY     - 1983     MONUMENTED       USGS
 GS0689  HISTORY     - 1986     GOOD             USGS
 GS0689  HISTORY     - 1988     GOOD             USGS
 GS0689  HISTORY     - 19910416 GOOD             USGS
 GS0689  HISTORY     - 19930201 GOOD             USGS
 GS0689  HISTORY     - 19950131 GOOD             USGS
 GS0689
 GS0689                          STATION DESCRIPTION
 GS0689
 GS0689'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0689'57.7 KM (35.85 MI) NW FROM MERCURY.
 GS0689'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0689'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0689'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0689'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0689'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0689'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0689'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0689'3.4 MILES, 220 FEET WEST OF THE CENTERLINE OF THE ROAD.
 GS0689'THE MARK IS 6 FT  S FROM  A ROCK CAIRN
 GS0689
 GS0689                          STATION RECOVERY (1986)
 GS0689
 GS0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0689'RECOVERED IN GOOD CONDITION.
 GS0689
 GS0689                          STATION RECOVERY (1988)
 GS0689
 GS0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0689'RECOVERED IN GOOD CONDITION.
 GS0689
 GS0689                          STATION RECOVERY (1991)
 GS0689
 GS0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0689'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0689'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0689'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0689'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0689'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0689'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0689'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0689'3.4 MILES, 220 FEET WEST OF THE CENTERLINE OF THE ROAD.
 GS0689
 GS0689                          STATION RECOVERY (1993)
 GS0689
 GS0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0689'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0689'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0689'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0689'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0689'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0689'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0689'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.95 MILES (3.14 KM) TO A
 GS0689'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 3.4 MILES
 GS0689'(5.5 KM), 220 FEET (67.1 M) WEST OF THE CENTERLINE OF THE ROAD.
 GS0689
 GS0689                          STATION RECOVERY (1995)
 GS0689
 GS0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0689'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0217 ***********************************************************************
 KR0217  DESIGNATION -  5
 KR0217  PID         -  KR0217
 KR0217  STATE/COUNTY-  NV/CHURCHILL
 KR0217  USGS QUAD   -  BUNEJUG MTS (1985)
 KR0217
 KR0217                         *CURRENT SURVEY CONTROL
 KR0217  ___________________________________________________________________
 KR0217* NAD 83(1986)-  39 21 07.     (N)    118 32 31.     (W)     SCALED    
 KR0217* NAVD 88     -      1196.310  (meters)    3924.89   (feet)  ADJUSTED  
 KR0217  ___________________________________________________________________
 KR0217  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 KR0217  DYNAMIC HT  -        1195.259 (meters)    3921.45  (feet)  COMP
 KR0217  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 KR0217
 KR0217  VERT ORDER  -  FIRST     CLASS II
 KR0217
 KR0217.The horizontal coordinates were scaled from a topographic map and have
 KR0217.an estimated accuracy of +/- 6 seconds.
 KR0217
 KR0217.The orthometric height was determined by differential leveling
 KR0217.and adjusted by the National Geodetic Survey in June 1991..
 KR0217.WARNING-Repeat measurements at this control monument indicate possible
 KR0217.vertical movement.
 KR0217
 KR0217.The geoid height was determined by GEOID03.
 KR0217
 KR0217.The dynamic height is computed by dividing the NAVD 88
 KR0217.geopotential number by the normal gravity value computed on the
 KR0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0217.degrees latitude (g = 980.6199 gals.).
 KR0217
 KR0217.The modeled gravity was interpolated from observed gravity values.
 KR0217
 KR0217;                    North         East    Units  Estimated Accuracy
 KR0217;SPC NV W     - 4,510,670.      803,570.      MT  (+/- 180 meters Scaled)
 KR0217
 KR0217                          SUPERSEDED SURVEY CONTROL
 KR0217
 KR0217  NGVD 29 (??/??/92) 1195.326  (m)         3921.67   (f) ADJ UNCH    1 2
 KR0217
 KR0217.Superseded values are not recommended for survey control.
 KR0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0217.See file dsdata.txt to determine how the superseded data were derived.
 KR0217
 KR0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD671569(NAD 83)
 KR0217_MARKER: DD = SURVEY DISK
 KR0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0217_SP_SET: CONCRETE POST
 KR0217_STAMPING: 5
 KR0217_MARK LOGO: NVDH  
 KR0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0217+STABILITY: SURFACE MOTION
 KR0217
 KR0217  HISTORY     - Date     Condition        Report By
 KR0217  HISTORY     - UNK      MONUMENTED       NVDH
 KR0217  HISTORY     - 1967     GOOD             NGS
 KR0217  HISTORY     - 1986     GOOD             NGS
 KR0217
 KR0217                          STATION DESCRIPTION
 KR0217
 KR0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0217'2.8 MI SE FROM SALT WELLS.
 KR0217'ABOUT 2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE
 KR0217'STATION AT SALT WELLS, IN SECTION 7, T 17 N, R 31 E, 50 FEET SOUTHWEST
 KR0217'OF THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTHEAST OF THE TOP OF THE
 KR0217'NORTHEAST BANK OF A DRAINAGE DITCH, 1.3 FEET NORTHEAST OF A WOODEN
 KR0217'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, A NEVADA
 KR0217'STATE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A CONCRETE POST ABOUT
 KR0217'LEVEL WITH THE GROUND.
 KR0217
 KR0217                          STATION RECOVERY (1986)
 KR0217
 KR0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0217'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 KR0217'0.3 METER (1.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0423 ***********************************************************************
 LS0423  DESIGNATION -  5
 LS0423  PID         -  LS0423
 LS0423  STATE/COUNTY-  NV/WASHOE
 LS0423  USGS QUAD   -  PYRAMID SW (1974)
 LS0423
 LS0423                         *CURRENT SURVEY CONTROL
 LS0423  ___________________________________________________________________
 LS0423* NAD 83(1986)-  40 04 14.     (N)    119 41 55.     (W)     SCALED    
 LS0423* NAVD 88     -      1184.945  (meters)    3887.61   (feet)  ADJUSTED  
 LS0423  ___________________________________________________________________
 LS0423  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 LS0423  DYNAMIC HT  -        1183.985 (meters)    3884.46  (feet)  COMP
 LS0423  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 LS0423
 LS0423  VERT ORDER  -  FIRST     CLASS II
 LS0423
 LS0423.The horizontal coordinates were scaled from a topographic map and have
 LS0423.an estimated accuracy of +/- 6 seconds.
 LS0423
 LS0423.The orthometric height was determined by differential leveling
 LS0423.and adjusted by the National Geodetic Survey in June 1991..
 LS0423
 LS0423.The geoid height was determined by GEOID03.
 LS0423
 LS0423.The dynamic height is computed by dividing the NAVD 88
 LS0423.geopotential number by the normal gravity value computed on the
 LS0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0423.degrees latitude (g = 980.6199 gals.).
 LS0423
 LS0423.The modeled gravity was interpolated from observed gravity values.
 LS0423
 LS0423;                    North         East    Units  Estimated Accuracy
 LS0423;SPC NV W     - 4,591,040.      704,870.      MT  (+/- 180 meters Scaled)
 LS0423
 LS0423                          SUPERSEDED SURVEY CONTROL
 LS0423
 LS0423  NGVD 29 (??/??/92) 1183.948  (m)         3884.34   (f) ADJ UNCH    1 2
 LS0423
 LS0423.Superseded values are not recommended for survey control.
 LS0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0423.See file dsdata.txt to determine how the superseded data were derived.
 LS0423
 LS0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE698390(NAD 83)
 LS0423_MARKER: DD = SURVEY DISK
 LS0423_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LS0423_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LS0423_STAMPING: NO 5 1911
 LS0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0423
 LS0423  HISTORY     - Date     Condition        Report By
 LS0423  HISTORY     - 1911     MONUMENTED       USGLO
 LS0423  HISTORY     - 1934     GOOD             NGS
 LS0423
 LS0423                          STATION DESCRIPTION
 LS0423
 LS0423'DESCRIBED BY US GENERAL LAND OFFICE 1911
 LS0423'11.0 MI N FROM SUTCLIFFE.
 LS0423'11 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 LS0423'STATION AT SUTCLIFFE, WASHOE COUNTY, AND 50 FEET EAST OF CULVERT 319
 LS0423'A.  A UNITED STATES GENERAL LAND OFFICE STANDARD CAP, STAMPED NO 5
 LS0423'1911, AND FASTENED ON THE TOP OF A PIPE.
 LS0423
 LS0423                          STATION RECOVERY (1934)
 LS0423
 LS0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LS0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0309 ***********************************************************************
 JQ0309  DESIGNATION -  5
 JQ0309  PID         -  JQ0309
 JQ0309  STATE/COUNTY-  NV/ESMERALDA
 JQ0309  USGS QUAD   -  CROW SPRINGS (1968)
 JQ0309
 JQ0309                         *CURRENT SURVEY CONTROL
 JQ0309  ___________________________________________________________________
 JQ0309* NAD 83(1986)-  38 08 14.     (N)    117 30 26.     (W)     SCALED    
 JQ0309* NAVD 88     -      1461.256  (meters)    4794.14   (feet)  ADJUSTED  
 JQ0309  ___________________________________________________________________
 JQ0309  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 JQ0309  DYNAMIC HT  -        1459.695 (meters)    4789.02  (feet)  COMP
 JQ0309  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 JQ0309
 JQ0309  VERT ORDER  -  FIRST     CLASS II
 JQ0309
 JQ0309.The horizontal coordinates were scaled from a topographic map and have
 JQ0309.an estimated accuracy of +/- 6 seconds.
 JQ0309
 JQ0309.The orthometric height was determined by differential leveling
 JQ0309.and adjusted by the National Geodetic Survey in June 1991..
 JQ0309
 JQ0309.The geoid height was determined by GEOID03.
 JQ0309
 JQ0309.The dynamic height is computed by dividing the NAVD 88
 JQ0309.geopotential number by the normal gravity value computed on the
 JQ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0309.degrees latitude (g = 980.6199 gals.).
 JQ0309
 JQ0309.The modeled gravity was interpolated from observed gravity values.
 JQ0309
 JQ0309;                    North         East    Units  Estimated Accuracy
 JQ0309;SPC NV W     - 4,376,380.      894,330.      MT  (+/- 180 meters Scaled)
 JQ0309
 JQ0309                          SUPERSEDED SURVEY CONTROL
 JQ0309
 JQ0309  NGVD 29 (??/??/92) 1460.158  (m)         4790.53   (f) ADJ UNCH    1 2
 JQ0309
 JQ0309.Superseded values are not recommended for survey control.
 JQ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0309.See file dsdata.txt to determine how the superseded data were derived.
 JQ0309
 JQ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC555211(NAD 83)
 JQ0309_MARKER: DD = SURVEY DISK
 JQ0309_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0309_STAMPING: SPT 5
 JQ0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0309+STABILITY: SURFACE MOTION
 JQ0309
 JQ0309  HISTORY     - Date     Condition        Report By
 JQ0309  HISTORY     - UNK      MONUMENTED       NVDH
 JQ0309  HISTORY     - 1953     GOOD             NGS
 JQ0309  HISTORY     - 1984     GOOD             NGS
 JQ0309
 JQ0309                          STATION DESCRIPTION
 JQ0309
 JQ0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0309'16.5 MI W FROM TONOPAH.
 JQ0309'16.5 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0309'TONOPAH, AT 24-INCH CORRUGATED METAL PIPE CULVERT D 944+50, IN THE TOP
 JQ0309'OF THE WEST END OF THE NORTH CONCRETE HEAD WALL, 21 FEET NORTH OF THE
 JQ0309'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET LOWER THAN THE
 JQ0309'HIGHWAY.
 JQ0309
 JQ0309                          STATION RECOVERY (1984)
 JQ0309
 JQ0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0309'RECOVERED IN GOOD CONDITION.  DISK HAS NO PRECAST ORIGIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1326 ***********************************************************************
 KR1326  DESIGNATION -  5 1
 KR1326  PID         -  KR1326
 KR1326  STATE/COUNTY-  NV/WASHOE
 KR1326  USGS QUAD   -  VISTA (1982)
 KR1326
 KR1326                         *CURRENT SURVEY CONTROL
 KR1326  ___________________________________________________________________
 KR1326* NAD 83(1986)-  39 31 50.     (N)    119 44 37.     (W)     SCALED    
 KR1326* NAVD 88     -      1341.603  (meters)    4401.58   (feet)  ADJUSTED  
 KR1326  ___________________________________________________________________
 KR1326  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 KR1326  DYNAMIC HT  -        1340.395 (meters)    4397.61  (feet)  COMP
 KR1326  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 KR1326
 KR1326  VERT ORDER  -  FIRST     CLASS II
 KR1326
 KR1326.The horizontal coordinates were scaled from a topographic map and have
 KR1326.an estimated accuracy of +/- 6 seconds.
 KR1326
 KR1326.The orthometric height was determined by differential leveling
 KR1326.and adjusted by the National Geodetic Survey in June 1991..
 KR1326
 KR1326.The geoid height was determined by GEOID03.
 KR1326
 KR1326.The dynamic height is computed by dividing the NAVD 88
 KR1326.geopotential number by the normal gravity value computed on the
 KR1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1326.degrees latitude (g = 980.6199 gals.).
 KR1326
 KR1326.The modeled gravity was interpolated from observed gravity values.
 KR1326
 KR1326;                    North         East    Units  Estimated Accuracy
 KR1326;SPC NV W     - 4,531,140.      700,250.      MT  (+/- 180 meters Scaled)
 KR1326
 KR1326                          SUPERSEDED SURVEY CONTROL
 KR1326
 KR1326  NGVD 29 (??/??/92) 1340.542  (m)         4398.09   (f) ADJ UNCH    1 2
 KR1326
 KR1326.Superseded values are not recommended for survey control.
 KR1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1326.See file dsdata.txt to determine how the superseded data were derived.
 KR1326
 KR1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD641792(NAD 83)
 KR1326_MARKER: DB = BENCH MARK DISK
 KR1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1326_STAMPING: 5-1 4398.030
 KR1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1326+STABILITY: SURFACE MOTION
 KR1326
 KR1326  HISTORY     - Date     Condition        Report By
 KR1326  HISTORY     - UNK      MONUMENTED       CGS
 KR1326  HISTORY     - 1953     GOOD             NGS
 KR1326  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1326  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1326
 KR1326                          STATION DESCRIPTION
 KR1326
 KR1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR1326'1.0 MI E FROM SPARKS.
 KR1326'1.0 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1326'STATION AT SPARKS, AT THE CROSSING OF STANFORD WAY, 68.2 FEET NORTH OF
 KR1326'A FENCE CORNER, 46.6 FEET NORTHEAST OF AND ACROSS STANFORD WAY FROM
 KR1326'THE NORTHEAST RAIL OF A SPUR TRACK, 46 1/2 FEET NORTH OF A POWER LINE
 KR1326'POLE WITH 2 GUY WIRES, 20 FEET EAST OF THE CENTER LINE OF STANFORD
 KR1326'WAY, 1.7 FEET WEST OF A FENCE, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT
 KR1326'3 FEET LOWER THAN THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 KR1326'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KR1326
 KR1326                          STATION RECOVERY (1967)
 KR1326
 KR1326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1326'MARK NOT FOUND.
 KR1326
 KR1326                          STATION RECOVERY (2003)
 KR1326
 KR1326'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0535 ***********************************************************************
 JR0535  DESIGNATION -  5 C
 JR0535  PID         -  JR0535
 JR0535  STATE/COUNTY-  NV/DOUGLAS
 JR0535  USGS QUAD   -  MINDEN (1982)
 JR0535
 JR0535                         *CURRENT SURVEY CONTROL
 JR0535  ___________________________________________________________________
 JR0535* NAD 83(1986)-  38 54 40.     (N)    119 48 58.     (W)     SCALED    
 JR0535* NAVD 88     -      1435.93   (+/-2cm)    4711.0    (feet)  VERTCON   
 JR0535  ___________________________________________________________________
 JR0535  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 JR0535
 JR0535  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0535
 JR0535.The horizontal coordinates were scaled from a topographic map and have
 JR0535.an estimated accuracy of +/- 6 seconds.
 JR0535
 JR0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0535.The vertical order pertains to the NGVD 29 superseded value.
 JR0535
 JR0535.The geoid height was determined by GEOID03.
 JR0535
 JR0535;                    North         East    Units  Estimated Accuracy
 JR0535;SPC NV W     - 4,462,450.      693,080.      MT  (+/- 180 meters Scaled)
 JR0535
 JR0535                          SUPERSEDED SURVEY CONTROL
 JR0535
 JR0535  NGVD 29 (??/??/92) 1434.758  (m)         4707.20   (f) ADJ UNCH    2 0
 JR0535
 JR0535.Superseded values are not recommended for survey control.
 JR0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0535.See file dsdata.txt to determine how the superseded data were derived.
 JR0535
 JR0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD558106(NAD 83)
 JR0535_MARKER: DD = SURVEY DISK
 JR0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0535_STAMPING: 5-C
 JR0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0535+STABILITY: SURFACE MOTION
 JR0535
 JR0535  HISTORY     - Date     Condition        Report By
 JR0535  HISTORY     - UNK      MONUMENTED       BOR
 JR0535  HISTORY     - 1951     GOOD             NGS
 JR0535
 JR0535                          STATION DESCRIPTION
 JR0535
 JR0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0535'6.4 MI SW FROM MINDEN.
 JR0535'ABOUT 1.0 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST
 JR0535'OFFICE AT MINDEN, THENCE 3.4 MILES SOUTH ALONG STATE HIGHWAY 37
 JR0535'TO CENTERVILLE, THENCE 2.0 MILES WEST ALONG AN ASPHALT COUNTY
 JR0535'ROAD, ABOUT 0.8 MILES EAST OF THE FOOTHILL ROAD, ABOUT 0.1 MILES
 JR0535'NORTHWEST OF A RANCH HOUSE AND BUILDINGS, 33.8 FEET NORTHWEST
 JR0535'OF THE NORTH END OF THE CENTER LINE OF THE ROAD, 23 FEET WEST OF
 JR0535'A T IN A FENCE LINE, 9 1/2 FEET EAST OF POWER LINE POLE NO. 7656,
 JR0535'1.1 FEET SOUTH OF A FENCE, 1.2 FEET WEST OF A WITNESS POST, ABOUT
 JR0535'ONE FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JR0535'POST PROJECTING 0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0536 ***********************************************************************
 JR0536  DESIGNATION -  5 D
 JR0536  PID         -  JR0536
 JR0536  STATE/COUNTY-  NV/DOUGLAS
 JR0536  USGS QUAD   -  MINDEN (1982)
 JR0536
 JR0536                         *CURRENT SURVEY CONTROL
 JR0536  ___________________________________________________________________
 JR0536* NAD 83(1986)-  38 54 38.     (N)    119 47 51.     (W)     SCALED    
 JR0536* NAVD 88     -      1438.10   (+/-2cm)    4718.2    (feet)  VERTCON   
 JR0536  ___________________________________________________________________
 JR0536  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 JR0536
 JR0536  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0536
 JR0536.The horizontal coordinates were scaled from a topographic map and have
 JR0536.an estimated accuracy of +/- 6 seconds.
 JR0536
 JR0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0536.The vertical order pertains to the NGVD 29 superseded value.
 JR0536
 JR0536.The geoid height was determined by GEOID03.
 JR0536
 JR0536;                    North         East    Units  Estimated Accuracy
 JR0536;SPC NV W     - 4,462,370.      694,700.      MT  (+/- 180 meters Scaled)
 JR0536
 JR0536                          SUPERSEDED SURVEY CONTROL
 JR0536
 JR0536  NGVD 29 (??/??/92) 1436.954  (m)         4714.41   (f) ADJ UNCH    2 0
 JR0536
 JR0536.Superseded values are not recommended for survey control.
 JR0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0536.See file dsdata.txt to determine how the superseded data were derived.
 JR0536
 JR0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD574105(NAD 83)
 JR0536_MARKER: DD = SURVEY DISK
 JR0536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0536_SP_SET: CULVERT
 JR0536_STAMPING: 5-D
 JR0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0536
 JR0536  HISTORY     - Date     Condition        Report By
 JR0536  HISTORY     - UNK      MONUMENTED       BOR
 JR0536  HISTORY     - 1951     GOOD             NGS
 JR0536
 JR0536                          STATION DESCRIPTION
 JR0536
 JR0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0536'5.4 MI SW FROM MINDEN.
 JR0536'ABOUT 1.0 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST
 JR0536'OFFICE AT MINDEN, THENCE 3.4 MILES SOUTH ALONG STATE HIGHWAY 37
 JR0536'TO CENTERVILLE, THENCE 1.0 MILES WEST ALONG AN ASPHALT COUNTY
 JR0536'ROAD, ON TOP AND IN THE CENTER OF A 4-FOOT BY 2-FOOT CONCRETE
 JR0536'BOX TYPE CULVERT, 0.1 MILES EAST OF A RANCH, 39 1/2 FEET SOUTH OF
 JR0536'AND ACROSS THE ROAD FROM POWER LINE POLE NO. 7633, 14 FEET SOUTH
 JR0536'OF THE CENTER LINE OF THE ROAD, AND SET ABOUT LEVEL WITH THE
 JR0536'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0401 ***********************************************************************
 HP0401  DESIGNATION -  5 DOR
 HP0401  PID         -  HP0401
 HP0401  STATE/COUNTY-  NV/LINCOLN
 HP0401  USGS QUAD   -  WHITE RIVER NARROWS (1970)
 HP0401
 HP0401                         *CURRENT SURVEY CONTROL
 HP0401  ___________________________________________________________________
 HP0401* NAD 83(1986)-  37 47 20.     (N)    115 04 55.     (W)     SCALED    
 HP0401* NAVD 88     -      1325.308  (meters)    4348.11   (feet)  ADJUSTED  
 HP0401  ___________________________________________________________________
 HP0401  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 HP0401  DYNAMIC HT  -        1323.901 (meters)    4343.50  (feet)  COMP
 HP0401  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 HP0401
 HP0401  VERT ORDER  -  SECOND    CLASS 0
 HP0401
 HP0401.The horizontal coordinates were scaled from a topographic map and have
 HP0401.an estimated accuracy of +/- 6 seconds.
 HP0401
 HP0401.The orthometric height was determined by differential leveling
 HP0401.and adjusted by the National Geodetic Survey in June 1991..
 HP0401
 HP0401.The geoid height was determined by GEOID03.
 HP0401
 HP0401.The dynamic height is computed by dividing the NAVD 88
 HP0401.geopotential number by the normal gravity value computed on the
 HP0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0401.degrees latitude (g = 980.6199 gals.).
 HP0401
 HP0401.The modeled gravity was interpolated from observed gravity values.
 HP0401
 HP0401;                    North         East    Units  Estimated Accuracy
 HP0401;SPC NV E     - 8,337,290.      244,160.      MT  (+/- 180 meters Scaled)
 HP0401
 HP0401                          SUPERSEDED SURVEY CONTROL
 HP0401
 HP0401  NGVD 29 (??/??/92) 1324.34   (m)         4344.9    (f) COMPUTED    2 0
 HP0401
 HP0401.Superseded values are not recommended for survey control.
 HP0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0401.See file dsdata.txt to determine how the superseded data were derived.
 HP0401
 HP0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB688841(NAD 83)
 HP0401_MARKER: DD = SURVEY DISK
 HP0401_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0401_SP_SET: COPPER-CLAD STEEL ROD
 HP0401_STAMPING: 5 DOR 1968 4345
 HP0401_MARK LOGO: USGS  
 HP0401_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0401+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0401
 HP0401  HISTORY     - Date     Condition        Report By
 HP0401  HISTORY     - 1968     MONUMENTED       USGS
 HP0401
 HP0401                          STATION DESCRIPTION
 HP0401
 HP0401'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0401'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 17.6 MILES NORTHEAST
 HP0401'ALONG HIGHWAY 38, 0.4 MILES NORTHEAST OF A JUNCTION OF A T-ROAD
 HP0401'NORTHWEST, 350 FEET EAST OF THE ROAD, 100 FEET WEST OF THE CENTERLINE
 HP0401'OF A NEW ROAD, 1.5 FEET SOUTH OF A WITNESS SIGN, SET ON A
 HP0401'COPPER-COATED ROD ENCLOSED BY A FIBER PIPE, AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0572 ***********************************************************************
 JP0572  DESIGNATION -  5 DOR
 JP0572  PID         -  JP0572
 JP0572  STATE/COUNTY-  NV/LINCOLN
 JP0572  USGS QUAD   -  MILK RANCH SPRING (1978)
 JP0572
 JP0572                         *CURRENT SURVEY CONTROL
 JP0572  ___________________________________________________________________
 JP0572* NAD 83(1986)-  38 35 41.     (N)    114 42 47.     (W)     SCALED    
 JP0572* NAVD 88     -      2124.114  (meters)    6968.86   (feet)  ADJUSTED  
 JP0572  ___________________________________________________________________
 JP0572  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 JP0572  DYNAMIC HT  -        2121.698 (meters)    6960.94  (feet)  COMP
 JP0572  MODELED GRAV-     979,414.5   (mgal)                       NAVD 88
 JP0572
 JP0572  VERT ORDER  -  SECOND    CLASS 0
 JP0572
 JP0572.The horizontal coordinates were scaled from a topographic map and have
 JP0572.an estimated accuracy of +/- 6 seconds.
 JP0572
 JP0572.The orthometric height was determined by differential leveling
 JP0572.and adjusted by the National Geodetic Survey in August 1995..
 JP0572
 JP0572.The geoid height was determined by GEOID03.
 JP0572
 JP0572.The dynamic height is computed by dividing the NAVD 88
 JP0572.geopotential number by the normal gravity value computed on the
 JP0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0572.degrees latitude (g = 980.6199 gals.).
 JP0572
 JP0572.The modeled gravity was interpolated from observed gravity values.
 JP0572
 JP0572;                    North         East    Units  Estimated Accuracy
 JP0572;SPC NV E     - 8,426,970.      275,810.      MT  (+/- 180 meters Scaled)
 JP0572
 JP0572                          SUPERSEDED SURVEY CONTROL
 JP0572
 JP0572.No superseded survey control is available for this station.
 JP0572
 JP0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC991742(NAD 83)
 JP0572_MARKER: DD = SURVEY DISK
 JP0572_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0572_SP_SET: COPPER-CLAD STEEL ROD
 JP0572_STAMPING: 5 DOR 1971 6965
 JP0572_MARK LOGO: USGS  
 JP0572_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0572
 JP0572  HISTORY     - Date     Condition        Report By
 JP0572  HISTORY     - 1971     MONUMENTED       USGS
 JP0572
 JP0572                          STATION DESCRIPTION
 JP0572
 JP0572'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0572'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0572'HIGHWAY 93 TO A T-ROAD WEST, THENCE 3.7 MILES WEST TO A T-ROAD
 JP0572'NORTHWEST, 50 FEET WEST OF THE JUNCTION OF THE T-ROAD, 25 FEET
 JP0572'NORTHWEST OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, 2
 JP0572'FEET SOUTHEAST OF A WITNESS POST,  A 5/8 INCH COPPER COATED ROD DRIVEN
 JP0572'TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0448 ***********************************************************************
 KP0448  DESIGNATION -  5 DOR
 KP0448  PID         -  KP0448
 KP0448  STATE/COUNTY-  NV/WHITE PINE
 KP0448  USGS QUAD   -  CONNORS PASS (1993)
 KP0448
 KP0448                         *CURRENT SURVEY CONTROL
 KP0448  ___________________________________________________________________
 KP0448* NAD 83(1986)-  39 02 01.     (N)    114 39 35.     (W)     SCALED    
 KP0448* NAVD 88     -      2294.108  (meters)    7526.59   (feet)  ADJUSTED  
 KP0448  ___________________________________________________________________
 KP0448  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 KP0448  DYNAMIC HT  -        2291.452 (meters)    7517.87  (feet)  COMP
 KP0448  MODELED GRAV-     979,387.1   (mgal)                       NAVD 88
 KP0448
 KP0448  VERT ORDER  -  SECOND    CLASS 0
 KP0448
 KP0448.The horizontal coordinates were scaled from a topographic map and have
 KP0448.an estimated accuracy of +/- 6 seconds.
 KP0448
 KP0448.The orthometric height was determined by differential leveling
 KP0448.and adjusted by the National Geodetic Survey in August 1995..
 KP0448
 KP0448.The geoid height was determined by GEOID03.
 KP0448
 KP0448.The dynamic height is computed by dividing the NAVD 88
 KP0448.geopotential number by the normal gravity value computed on the
 KP0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0448.degrees latitude (g = 980.6199 gals.).
 KP0448
 KP0448.The modeled gravity was interpolated from observed gravity values.
 KP0448
 KP0448;                    North         East    Units  Estimated Accuracy
 KP0448;SPC NV E     - 8,475,740.      279,960.      MT  (+/- 180 meters Scaled)
 KP0448
 KP0448                          SUPERSEDED SURVEY CONTROL
 KP0448
 KP0448.No superseded survey control is available for this station.
 KP0448
 KP0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD025231(NAD 83)
 KP0448_MARKER: DD = SURVEY DISK
 KP0448_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KP0448_SP_SET: UNSPECIFIED ROCK
 KP0448_STAMPING: 5 DOR 1973 7522
 KP0448_MARK LOGO: USGS  
 KP0448_MAGNETIC: N = NO MAGNETIC MATERIAL
 KP0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0448
 KP0448  HISTORY     - Date     Condition        Report By
 KP0448  HISTORY     - 1973     MONUMENTED       USGS
 KP0448
 KP0448                          STATION DESCRIPTION
 KP0448
 KP0448'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 KP0448'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 21.2 MILES
 KP0448'SOUTHEAST ALONG U S HIGHWAY 6, 422 FEET NORTHWEST OF A 24-INCH
 KP0448'CORRUGATED METAL PIPE CULVERT NUMBER 193+36, 90 FEET NORTHWEST OF THE
 KP0448'CENTERLINE OF THE HIGHWAY, IN THE BASE OF A ROCK CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0534 ***********************************************************************
 MU0534  DESIGNATION -  5 FMK
 MU0534  PID         -  MU0534
 MU0534  STATE/COUNTY-  NV/ELKO
 MU0534  USGS QUAD   -  SQUAW VALLEY RANCH (1965)
 MU0534
 MU0534                         *CURRENT SURVEY CONTROL
 MU0534  ___________________________________________________________________
 MU0534* NAD 83(1986)-  41 12 28.     (N)    116 44 13.     (W)     SCALED    
 MU0534* NAVD 88     -      1584.880  (meters)    5199.73   (feet)  POSTED    
 MU0534  ___________________________________________________________________
 MU0534  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 MU0534  DYNAMIC HT  -        1583.640 (meters)    5195.66  (feet)  COMP
 MU0534  MODELED GRAV-     979,786.4   (mgal)                       NAVD 88
 MU0534
 MU0534  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0534
 MU0534.The horizontal coordinates were scaled from a topographic map and have
 MU0534.an estimated accuracy of +/- 6 seconds.
 MU0534
 MU0534.The orthometric height was determined by differential leveling
 MU0534.and adjusted by the National Geodetic Survey in 1992..
 MU0534.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0534.rate of 1.1 thru 2.0 mm/km.
 MU0534
 MU0534.The geoid height was determined by GEOID03.
 MU0534
 MU0534.The dynamic height is computed by dividing the NAVD 88
 MU0534.geopotential number by the normal gravity value computed on the
 MU0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0534.degrees latitude (g = 980.6199 gals.).
 MU0534
 MU0534.The modeled gravity was interpolated from observed gravity values.
 MU0534
 MU0534;                    North         East    Units  Estimated Accuracy
 MU0534;SPC NV E     - 8,717,360.      103,260.      MT  (+/- 180 meters Scaled)
 MU0534
 MU0534                          SUPERSEDED SURVEY CONTROL
 MU0534
 MU0534  NGVD 29 (??/??/92) 1583.83   (m)         5196.3    (f) COMPUTED    2 0
 MU0534
 MU0534.Superseded values are not recommended for survey control.
 MU0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0534.See file dsdata.txt to determine how the superseded data were derived.
 MU0534
 MU0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF220618(NAD 83)
 MU0534_MARKER: DD = SURVEY DISK
 MU0534_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0534_SP_SET: COPPER-CLAD STEEL ROD
 MU0534_STAMPING: 5 FMK 1973 5196
 MU0534_MARK LOGO: USGS  
 MU0534_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0534+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0534
 MU0534  HISTORY     - Date     Condition        Report By
 MU0534  HISTORY     - 1973     MONUMENTED       USGS
 MU0534
 MU0534                          STATION DESCRIPTION
 MU0534
 MU0534'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0534'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 3.0
 MU0534'MILES EAST ALONG GRAVEL ROAD TO A CANAL CROSSING, 116 FEET NORTH OF
 MU0534'THE CENTERLINE OF THE ROAD AT THE CANAL, SET ON A COPPER-COATED ROD
 MU0534'ENCASED IN A BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1456 ***********************************************************************
 KR1456  DESIGNATION -  5 HJH
 KR1456  PID         -  KR1456
 KR1456  STATE/COUNTY-  NV/WASHOE
 KR1456  USGS QUAD   -  NIXON (1986)
 KR1456
 KR1456                         *CURRENT SURVEY CONTROL
 KR1456  ___________________________________________________________________
 KR1456* NAD 83(1986)-  39 50 52.     (N)    119 22 07.     (W)     SCALED    
 KR1456* NAVD 88     -      1192.145  (meters)    3911.23   (feet)  ADJUSTED  
 KR1456  ___________________________________________________________________
 KR1456  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 KR1456  DYNAMIC HT  -        1191.142 (meters)    3907.94  (feet)  COMP
 KR1456  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 KR1456
 KR1456  VERT ORDER  -  SECOND    CLASS 0
 KR1456
 KR1456.The horizontal coordinates were scaled from a topographic map and have
 KR1456.an estimated accuracy of +/- 6 seconds.
 KR1456
 KR1456.The orthometric height was determined by differential leveling
 KR1456.and adjusted by the National Geodetic Survey in June 1991..
 KR1456
 KR1456.The geoid height was determined by GEOID03.
 KR1456
 KR1456.The dynamic height is computed by dividing the NAVD 88
 KR1456.geopotential number by the normal gravity value computed on the
 KR1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1456.degrees latitude (g = 980.6199 gals.).
 KR1456
 KR1456.The modeled gravity was interpolated from observed gravity values.
 KR1456
 KR1456;                    North         East    Units  Estimated Accuracy
 KR1456;SPC NV W     - 4,566,010.      732,800.      MT  (+/- 180 meters Scaled)
 KR1456
 KR1456                          SUPERSEDED SURVEY CONTROL
 KR1456
 KR1456  NGVD 29 (??/??/92) 1191.146  (m)         3907.95   (f) ADJ UNCH    2 0
 KR1456
 KR1456.Superseded values are not recommended for survey control.
 KR1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1456.See file dsdata.txt to determine how the superseded data were derived.
 KR1456
 KR1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE973135(NAD 83)
 KR1456_MARKER: DB = BENCH MARK DISK
 KR1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1456_SP_SET: CONCRETE POST
 KR1456_STAMPING: 5 HJH 1962 3908
 KR1456_MARK LOGO: USGS  
 KR1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1456+STABILITY: SURFACE MOTION
 KR1456
 KR1456  HISTORY     - Date     Condition        Report By
 KR1456  HISTORY     - 1962     MONUMENTED       USGS
 KR1456
 KR1456                          STATION DESCRIPTION
 KR1456
 KR1456'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1456'2.1 KM (1.30 MI) NORTH FROM NIXON.
 KR1456'1.3 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34, 140 FEET SOUTH OF A
 KR1456'DRIVEWAY AND 93 FEET EAST OF THE HIGHWAY CENTERLINE.
 KR1456'THE MARK IS 3.0 FT  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0572 ***********************************************************************
 JQ0572  DESIGNATION -  5 JCO ET
 JQ0572  PID         -  JQ0572
 JQ0572  STATE/COUNTY-  NV/NYE
 JQ0572  USGS QUAD   -  WARM SPRINGS (1968)
 JQ0572
 JQ0572                         *CURRENT SURVEY CONTROL
 JQ0572  ___________________________________________________________________
 JQ0572* NAD 83(1994)-  38 14 25.79876(N)    116 19 55.68006(W)     ADJUSTED  
 JQ0572* NAVD 88     -      1649.3    (meters)    5411.     (feet)  VERTCON   
 JQ0572  ___________________________________________________________________
 JQ0572  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 JQ0572  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 JQ0572
 JQ0572  HORZ ORDER  -  SECOND
 JQ0572
 JQ0572.The horizontal coordinates were established by classical geodetic methods
 JQ0572.and adjusted by the National Geodetic Survey in June 1998..
 JQ0572
 JQ0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0572
 JQ0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0572
 JQ0572.The geoid height was determined by GEOID03.
 JQ0572
 JQ0572;                    North         East     Units Scale Factor Converg.
 JQ0572;SPC NV C     - 6,387,349.033   529,283.777   MT  0.99991056   +0 12 25.4
 JQ0572;SPC NV C     -20,955,827.62  1,736,491.86   sFT  0.99991056   +0 12 25.4
 JQ0572;SPC NV E     - 8,387,561.242   134,452.534   MT  0.99995290   -0 27 48.6
 JQ0572;SPC NV E     -27,518,190.51    441,116.36   sFT  0.99995290   -0 27 48.6
 JQ0572;UTM  11      - 4,232,710.348   558,445.207   MT  0.99964207   +0 24 48.2
 JQ0572
 JQ0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0572!SPC NV C     -   0.99974508  x   0.99991056  =   0.99965566
 JQ0572!SPC NV E     -   0.99974508  x   0.99995290  =   0.99969799
 JQ0572!UTM  11      -   0.99974508  x   0.99964207  =   0.99938724
 JQ0572
 JQ0572:                Primary Azimuth Mark                     Grid Az
 JQ0572:SPC NV C     -  DARK                                     135 21 34.1
 JQ0572:SPC NV E     -  DARK                                     136 01 48.1
 JQ0572:UTM  11      -  DARK                                     135 09 11.3
 JQ0572
 JQ0572|---------------------------------------------------------------------|
 JQ0572| PID    Reference Object                     Distance      Geod. Az  |
 JQ0572|                                                           dddmmss.s |
 JQ0572| JQ0571 DARK                                APPROX.19.6 KM 1353359.5 |
 JQ0572| DD5828 5 JCO ET RM 1                        13.669 METERS 18253     |
 JQ0572| DD5829 5 JCO ET RM 2                        14.762 METERS 28819     |
 JQ0572|---------------------------------------------------------------------|
 JQ0572
 JQ0572                          SUPERSEDED SURVEY CONTROL
 JQ0572
 JQ0572  NAD 83(1986)-  38 14 25.79515(N)    116 19 55.68471(W) AD(       ) 2
 JQ0572  NAD 27      -  38 14 26.03842(N)    116 19 52.48369(W) AD(       ) 2
 JQ0572  NGVD 29 (07/19/86) 1648.2    (m)         5407.     (f) VERT ANG       
 JQ0572
 JQ0572.Superseded values are not recommended for survey control.
 JQ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0572.See file dsdata.txt to determine how the superseded data were derived.
 JQ0572
 JQ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC5844532710(NAD 83)
 JQ0572_MARKER: DD = SURVEY DISK
 JQ0572_SETTING: 80 = SET IN A BOULDER
 JQ0572
 JQ0572  HISTORY     - Date     Condition        Report By
 JQ0572  HISTORY     - 1967     MONUMENTED       USGS
 JQ0572
 JQ0572                          STATION DESCRIPTION
 JQ0572
 JQ0572'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (SHS)
 JQ0572'LOCATED ABOUT 4.5 MI. NE. OF WARM SPRINGS ALONG U.S. HIGHWAY
 JQ0572'6. ABOUT 155 FT. NW. OF HIGHWAY AND ABOUT 250 FT. SW. OF
 JQ0572'SMALL DRAIN, ON SMALL ROLLING RIDGE WITH A SCATTERING OF ROCKS
 JQ0572'AROUND STATION.
 JQ0572'
 JQ0572'STATION MARK--STANDARD TABLET STAMPED ET 5 JCO 1967 CEMENTED
 JQ0572'IN SOLID BOULDER PROJECTING 0.5 FT. ABOVE GROUND, 2 FT. SW. OF
 JQ0572'METAL WITNESS POST.
 JQ0572'
 JQ0572'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 JQ0572'NO 1 1967 IN SMALL BOULDER 0.8 FT. ABOVE GROUND.
 JQ0572'
 JQ0572'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 JQ0572'2 1967 0.1 FT. ABOVE GROUND ON COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0459 ***********************************************************************
 MV0459  DESIGNATION -  5 LRC
 MV0459  PID         -  MV0459
 MV0459  STATE/COUNTY-  NV/HUMBOLDT
 MV0459  USGS QUAD   -  BATTLE CREEK RANCH (1982)
 MV0459
 MV0459                         *CURRENT SURVEY CONTROL
 MV0459  ___________________________________________________________________
 MV0459* NAD 83(1986)-  41 28 32.     (N)    118 47 28.     (W)     SCALED    
 MV0459* NAVD 88     -      1253.010  (meters)    4110.92   (feet)  ADJUSTED  
 MV0459  ___________________________________________________________________
 MV0459  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 MV0459  DYNAMIC HT  -        1252.155 (meters)    4108.11  (feet)  COMP
 MV0459  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 MV0459
 MV0459  VERT ORDER  -  SECOND    CLASS 0
 MV0459
 MV0459.The horizontal coordinates were scaled from a topographic map and have
 MV0459.an estimated accuracy of +/- 6 seconds.
 MV0459
 MV0459.The orthometric height was determined by differential leveling
 MV0459.and adjusted by the National Geodetic Survey in June 1991..
 MV0459
 MV0459.The geoid height was determined by GEOID03.
 MV0459
 MV0459.The dynamic height is computed by dividing the NAVD 88
 MV0459.geopotential number by the normal gravity value computed on the
 MV0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0459.degrees latitude (g = 980.6199 gals.).
 MV0459
 MV0459.The modeled gravity was interpolated from observed gravity values.
 MV0459
 MV0459;                    North         East    Units  Estimated Accuracy
 MV0459;SPC NV W     - 4,746,480.      782,650.      MT  (+/- 180 meters Scaled)
 MV0459
 MV0459                          SUPERSEDED SURVEY CONTROL
 MV0459
 MV0459  NGVD 29 (??/??/92) 1251.97   (m)         4107.5    (f) COMPUTED    2 0
 MV0459
 MV0459.Superseded values are not recommended for survey control.
 MV0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0459.See file dsdata.txt to determine how the superseded data were derived.
 MV0459
 MV0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF504930(NAD 83)
 MV0459_MARKER: DD = SURVEY DISK
 MV0459_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0459_SP_SET: COPPER-CLAD STEEL ROD
 MV0459_STAMPING: 5 LRC 1972 4107
 MV0459_MARK LOGO: USGS  
 MV0459_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0459+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0459
 MV0459  HISTORY     - Date     Condition        Report By
 MV0459  HISTORY     - 1972     MONUMENTED       USGS
 MV0459
 MV0459                          STATION DESCRIPTION
 MV0459
 MV0459'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0459'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0459'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0459'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0459'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0459'ALONG TRACK ROAD, THENCE 16.1 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0459'TO A FENCE CORENR, 0.1 MILES PAST THE CLARKFIELD RANCH, 5.0 MILES
 MV0459'SOUTH OF LEONARD CREEK RANCH, 110 FEET WEST OF THE CENTERLINE OF THE
 MV0459'ROAD OPPOSITE A FENCE CORNER, 2 FEET EAST OF A WITNESS POST, ENCASES
 MV0459'IN DRAINPIPE CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0430 ***********************************************************************
 HP0430  DESIGNATION -  5 LRC
 HP0430  PID         -  HP0430
 HP0430  STATE/COUNTY-  NV/LINCOLN
 HP0430  USGS QUAD   -  SCARECROW PEAK (1973)
 HP0430
 HP0430                         *CURRENT SURVEY CONTROL
 HP0430  ___________________________________________________________________
 HP0430* NAD 83(1986)-  37 10 41.     (N)    114 06 24.     (W)     SCALED    
 HP0430* NAVD 88     -      1062.307  (meters)    3485.25   (feet)  POSTED    
 HP0430  ___________________________________________________________________
 HP0430  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 HP0430  DYNAMIC HT  -        1061.230 (meters)    3481.72  (feet)  COMP
 HP0430  MODELED GRAV-     979,576.1   (mgal)                       NAVD 88
 HP0430
 HP0430  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0430
 HP0430.The horizontal coordinates were scaled from a topographic map and have
 HP0430.an estimated accuracy of +/- 6 seconds.
 HP0430
 HP0430.The orthometric height was determined by differential leveling
 HP0430.and adjusted by the National Geodetic Survey in 1992..
 HP0430.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0430.rate of 1.1 thru 2.0 mm/km.
 HP0430
 HP0430.The geoid height was determined by GEOID03.
 HP0430
 HP0430.The dynamic height is computed by dividing the NAVD 88
 HP0430.geopotential number by the normal gravity value computed on the
 HP0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0430.degrees latitude (g = 980.6199 gals.).
 HP0430
 HP0430.The modeled gravity was interpolated from observed gravity values.
 HP0430
 HP0430;                    North         East    Units  Estimated Accuracy
 HP0430;SPC NV E     - 8,270,410.      331,120.      MT  (+/- 180 meters Scaled)
 HP0430
 HP0430                          SUPERSEDED SURVEY CONTROL
 HP0430
 HP0430.No superseded survey control is available for this station.
 HP0430
 HP0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB568185(NAD 83)
 HP0430_MARKER: DD = SURVEY DISK
 HP0430_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0430_SP_SET: COPPER-CLAD STEEL ROD
 HP0430_STAMPING: 5 LRC 1973 3483
 HP0430_MARK LOGO: USGS  
 HP0430_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0430+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0430
 HP0430  HISTORY     - Date     Condition        Report By
 HP0430  HISTORY     - 1973     MONUMENTED       USGS
 HP0430
 HP0430                          STATION DESCRIPTION
 HP0430
 HP0430'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0430'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0430'MILES NORTH ALONG A GRAVEL ROAD, THENCE 22.8 MILES EASTERLY ALONG THE
 HP0430'BLM ROAD CROSSING OF A DRAIN, 70 FEET NORTHEAST OF THE DRAIN
 HP0430'CROSSING, 52 FEET NORTH OF THE CENTER OF THE ROAD, 16 FEET SOUTHWEST
 HP0430'OF THE CENTER OF A JOSHUA TREE, ON A 5/8 INCH COPPER-COATED ROD
 HP0430'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0762 ***********************************************************************
 GS0762  DESIGNATION -  5 PDI
 GS0762  PID         -  GS0762
 GS0762  STATE/COUNTY-  NV/NYE
 GS0762  USGS QUAD   -  CAMP DESERT ROCK (1983)
 GS0762
 GS0762                         *CURRENT SURVEY CONTROL
 GS0762  ___________________________________________________________________
 GS0762* NAD 83(1986)-  36 37 42.     (N)    116 03 59.     (W)     SCALED    
 GS0762* NAVD 88     -       998.831  (meters)    3277.00   (feet)  ADJUSTED  
 GS0762  ___________________________________________________________________
 GS0762  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 GS0762  DYNAMIC HT  -         997.787 (meters)    3273.57  (feet)  COMP
 GS0762  MODELED GRAV-     979,552.6   (mgal)                       NAVD 88
 GS0762
 GS0762  VERT ORDER  -  FIRST     CLASS I
 GS0762
 GS0762.The horizontal coordinates were scaled from a topographic map and have
 GS0762.an estimated accuracy of +/- 6 seconds.
 GS0762
 GS0762.The orthometric height was determined by differential leveling
 GS0762.and adjusted by the National Geodetic Survey in May 2004..
 GS0762
 GS0762.The geoid height was determined by GEOID03.
 GS0762
 GS0762.The dynamic height is computed by dividing the NAVD 88
 GS0762.geopotential number by the normal gravity value computed on the
 GS0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0762.degrees latitude (g = 980.6199 gals.).
 GS0762
 GS0762.The modeled gravity was interpolated from observed gravity values.
 GS0762
 GS0762;                    North         East    Units  Estimated Accuracy
 GS0762;SPC NV C     - 6,208,550.      553,690.      MT  (+/- 180 meters Scaled)
 GS0762
 GS0762                          SUPERSEDED SURVEY CONTROL
 GS0762
 GS0762  NAVD 88 (??/??/92)  998.839  (m)         3277.02   (f) UNKNOWN     3 0
 GS0762  NGVD 29 (05/01/91)  998.005  (m)         3274.29   (f) ADJUSTED    1 1
 GS0762
 GS0762.Superseded values are not recommended for survey control.
 GS0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0762.See file dsdata.txt to determine how the superseded data were derived.
 GS0762
 GS0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA834540(NAD 83)
 GS0762_MARKER: DB = BENCH MARK DISK
 GS0762_SETTING: 0 = UNSPECIFIED SETTING
 GS0762_STAMPING: 5 PDI 1986
 GS0762_MARK LOGO: USGS  
 GS0762_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0762
 GS0762  HISTORY     - Date     Condition        Report By
 GS0762  HISTORY     - 1986     MONUMENTED       USGS
 GS0762  HISTORY     - 1988     GOOD             USGS
 GS0762  HISTORY     - 19910625 GOOD             USGS
 GS0762  HISTORY     - 19930412 GOOD             USGS
 GS0762  HISTORY     - 19950410 GOOD             USGS
 GS0762
 GS0762                          STATION DESCRIPTION
 GS0762
 GS0762'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0762'7.2 KM (4.45 MI) NW FROM MERCURY.
 GS0762'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0762'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0762'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES TO A ROAD
 GS0762'JUNCTION, THENCE TURN WESTERLY (LEFT) AND PROCEED 0.05 MILES TO
 GS0762'ANOTHER ROAD JUNCTION, PROCEED SOUTH 0.01 MILE, 0.1 MILE NORTH OF A
 GS0762'LOCKED GATE, 123 FEET WEST OF THE ROAD.
 GS0762'THE MARK IS 16 FT  W FROM  A ROCK CAIRN
 GS0762
 GS0762                          STATION RECOVERY (1988)
 GS0762
 GS0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0762'RECOVERED IN GOOD CONDITION.
 GS0762
 GS0762                          STATION RECOVERY (1991)
 GS0762
 GS0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0762'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0762'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0762'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES TO A ROAD
 GS0762'JUNCTION, THENCE TURN WESTERLYAND PROCEED 0.05 MILE TO ANOTHER ROAD
 GS0762'JUNCTION, PROCEED SOUTH 0.01 MILE, 0.1 MILE NORTH OF A LOCKED GATE,
 GS0762'123 FEET WEST OF THE ROAD.
 GS0762
 GS0762                          STATION RECOVERY (1993)
 GS0762
 GS0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0762'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0762'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0762'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES
 GS0762'(7.1 KM) TO A ROAD JUNCTION, THENCE TURN WESTERLYAND PROCEED 0.05
 GS0762'MILE (0.08 KM) TO ANOTHER ROAD JUNCTION, PROCEED SOUTH 0.01 MILE
 GS0762'(0.02 KM), 0.1 MILE (0.2 KM) NORTH OF A LOCKED GATE, 123 FEET
 GS0762'(37.5 M) WEST OF THE ROAD.
 GS0762
 GS0762                          STATION RECOVERY (1995)
 GS0762
 GS0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0762'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0641 ***********************************************************************
 GS0641  DESIGNATION -  5 TJS
 GS0641  PID         -  GS0641
 GS0641  STATE/COUNTY-  NV/NYE
 GS0641  USGS QUAD   -  CRATER FLAT (1986)
 GS0641
 GS0641                         *CURRENT SURVEY CONTROL
 GS0641  ___________________________________________________________________
 GS0641* NAD 83(1986)-  36 46 58.     (N)    116 36 41.     (W)     SCALED    
 GS0641* NAVD 88     -       919.596  (meters)    3017.04   (feet)  ADJUSTED  
 GS0641  ___________________________________________________________________
 GS0641  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 GS0641  DYNAMIC HT  -         918.637 (meters)    3013.89  (feet)  COMP
 GS0641  MODELED GRAV-     979,558.7   (mgal)                       NAVD 88
 GS0641
 GS0641  VERT ORDER  -  FIRST     CLASS I
 GS0641
 GS0641.The horizontal coordinates were scaled from a topographic map and have
 GS0641.an estimated accuracy of +/- 6 seconds.
 GS0641
 GS0641.The orthometric height was determined by differential leveling
 GS0641.and adjusted by the National Geodetic Survey in May 2004..
 GS0641
 GS0641.The geoid height was determined by GEOID03.
 GS0641
 GS0641.The dynamic height is computed by dividing the NAVD 88
 GS0641.geopotential number by the normal gravity value computed on the
 GS0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0641.degrees latitude (g = 980.6199 gals.).
 GS0641
 GS0641.The modeled gravity was interpolated from observed gravity values.
 GS0641
 GS0641;                    North         East    Units  Estimated Accuracy
 GS0641;SPC NV C     - 6,225,530.      504,930.      MT  (+/- 180 meters Scaled)
 GS0641
 GS0641                          SUPERSEDED SURVEY CONTROL
 GS0641
 GS0641  NAVD 88 (??/??/92)  919.596  (m)         3017.04   (f) UNKNOWN     3 0
 GS0641  NGVD 29 (05/01/91)  918.725  (m)         3014.18   (f) ADJUSTED    1 1
 GS0641
 GS0641.Superseded values are not recommended for survey control.
 GS0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0641.See file dsdata.txt to determine how the superseded data were derived.
 GS0641
 GS0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA346708(NAD 83)
 GS0641_MARKER: DB = BENCH MARK DISK
 GS0641_SETTING: 0 = UNSPECIFIED SETTING
 GS0641_STAMPING: 5 TJS 1983
 GS0641_MARK LOGO: USGS  
 GS0641_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0641
 GS0641  HISTORY     - Date     Condition        Report By
 GS0641  HISTORY     - 1983     MONUMENTED       USGS
 GS0641  HISTORY     - 1986     GOOD             USGS
 GS0641  HISTORY     - 1988     GOOD             USGS
 GS0641  HISTORY     - 19901205 GOOD             USGS
 GS0641  HISTORY     - 19921201 GOOD             USGS
 GS0641  HISTORY     - 19941216 GOOD             USGS
 GS0641
 GS0641                          STATION DESCRIPTION
 GS0641
 GS0641'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0641'28.2 KM (17.55 MI) SE FROM BEATTY.
 GS0641'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0641'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0641'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 3.55 MILES, 127 FEET EAST
 GS0641'OF THE CENTERLINE OF THE ROAD, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0641
 GS0641                          STATION RECOVERY (1986)
 GS0641
 GS0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0641'RECOVERED IN GOOD CONDITION.
 GS0641
 GS0641                          STATION RECOVERY (1988)
 GS0641
 GS0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0641'RECOVERED IN GOOD CONDITION.
 GS0641
 GS0641                          STATION RECOVERY (1990)
 GS0641
 GS0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 GS0641'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0641'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0641'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 3.55 MILES, 127 FEET
 GS0641'EAST OF THE CENTERLINE OF THE ROAD, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0641
 GS0641                          STATION RECOVERY (1992)
 GS0641
 GS0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0641'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0641'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0641'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 3.55 MILES
 GS0641'(5.71 KM), 127 FEET (38.7 M) EAST OF THE CENTERLINE OF THE ROAD, 6
 GS0641'FEET (1.8 M) SOUTH OF A ROCK CAIRN.
 GS0641
 GS0641                          STATION RECOVERY (1994)
 GS0641
 GS0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0641'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0263 ***********************************************************************
 MU0263  DESIGNATION -  50
 MU0263  PID         -  MU0263
 MU0263  STATE/COUNTY-  NV/HUMBOLDT
 MU0263  USGS QUAD   -  GOLCONDA BUTTE (1983)
 MU0263
 MU0263                         *CURRENT SURVEY CONTROL
 MU0263  ___________________________________________________________________
 MU0263* NAD 83(1986)-  41 00 27.     (N)    117 34 02.     (W)     SCALED    
 MU0263* NAVD 88     -      1354.583  (meters)    4444.16   (feet)  ADJUSTED  
 MU0263  ___________________________________________________________________
 MU0263  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 MU0263  DYNAMIC HT  -        1353.572 (meters)    4440.84  (feet)  COMP
 MU0263  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 MU0263
 MU0263  VERT ORDER  -  SECOND    CLASS 0
 MU0263
 MU0263.The horizontal coordinates were scaled from a topographic map and have
 MU0263.an estimated accuracy of +/- 6 seconds.
 MU0263
 MU0263.The orthometric height was determined by differential leveling
 MU0263.and adjusted by the National Geodetic Survey in June 1991..
 MU0263
 MU0263.The geoid height was determined by GEOID03.
 MU0263
 MU0263.The dynamic height is computed by dividing the NAVD 88
 MU0263.geopotential number by the normal gravity value computed on the
 MU0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0263.degrees latitude (g = 980.6199 gals.).
 MU0263
 MU0263.The modeled gravity was interpolated from observed gravity values.
 MU0263
 MU0263;                    North         East    Units  Estimated Accuracy
 MU0263;SPC NV W     - 4,694,980.      885,470.      MT  (+/- 180 meters Scaled)
 MU0263
 MU0263                          SUPERSEDED SURVEY CONTROL
 MU0263
 MU0263  NGVD 29 (??/??/92) 1353.561  (m)         4440.81   (f) ADJ UNCH    2 0
 MU0263
 MU0263.Superseded values are not recommended for survey control.
 MU0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0263.See file dsdata.txt to determine how the superseded data were derived.
 MU0263
 MU0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF523397(NAD 83)
 MU0263_MARKER: DD = SURVEY DISK
 MU0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0263_STAMPING: BM I-001-3 (2) 50
 MU0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0263+STABILITY: SURFACE MOTION
 MU0263
 MU0263  HISTORY     - Date     Condition        Report By
 MU0263  HISTORY     - UNK      MONUMENTED       NVDH
 MU0263  HISTORY     - 1958     GOOD             NGS
 MU0263  HISTORY     - 1984     MARK NOT FOUND   NGS
 MU0263
 MU0263                          STATION DESCRIPTION
 MU0263
 MU0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MU0263'5.75 MI NW FROM GOLCONDA.
 MU0263'5.75 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT
 MU0263'GOLCONDA, 98.0 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 3.5 FEET
 MU0263'NORTHEAST OF A METAL WITNESS POST, 2.5 FEET NORTHEAST OF A FENCE LINE,
 MU0263'SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 MU0263
 MU0263                          STATION RECOVERY (1984)
 MU0263
 MU0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0263'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0593 ***********************************************************************
 MU0593  DESIGNATION -  50 BKC
 MU0593  PID         -  MU0593
 MU0593  STATE/COUNTY-  NV/ELKO
 MU0593  USGS QUAD   -  HUMBOLDT HILL (1973)
 MU0593
 MU0593                         *CURRENT SURVEY CONTROL
 MU0593  ___________________________________________________________________
 MU0593* NAD 83(1986)-  41 31 50.     (N)    116 56 25.     (W)     SCALED    
 MU0593* NAVD 88     -      1587.570  (meters)    5208.55   (feet)  POSTED    
 MU0593  ___________________________________________________________________
 MU0593  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 MU0593  DYNAMIC HT  -        1586.390 (meters)    5204.68  (feet)  COMP
 MU0593  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 MU0593
 MU0593  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0593
 MU0593.The horizontal coordinates were scaled from a topographic map and have
 MU0593.an estimated accuracy of +/- 6 seconds.
 MU0593
 MU0593.The orthometric height was determined by differential leveling
 MU0593.and adjusted by the National Geodetic Survey in 1992..
 MU0593.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0593.rate of 0.0 thru 1.0 mm/km.
 MU0593
 MU0593.The geoid height was determined by GEOID03.
 MU0593
 MU0593.The dynamic height is computed by dividing the NAVD 88
 MU0593.geopotential number by the normal gravity value computed on the
 MU0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0593.degrees latitude (g = 980.6199 gals.).
 MU0593
 MU0593.The modeled gravity was interpolated from observed gravity values.
 MU0593
 MU0593;                    North         East    Units  Estimated Accuracy
 MU0593;SPC NV E     - 8,753,450.       86,760.      MT  (+/- 180 meters Scaled)
 MU0593
 MU0593                          SUPERSEDED SURVEY CONTROL
 MU0593
 MU0593.No superseded survey control is available for this station.
 MU0593
 MU0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF049976(NAD 83)
 MU0593_MARKER: DD = SURVEY DISK
 MU0593_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0593_SP_SET: COPPER-CLAD STEEL ROD
 MU0593_STAMPING: 50 BKC 1973 5205
 MU0593_MARK LOGO: USGS  
 MU0593_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0593+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0593
 MU0593  HISTORY     - Date     Condition        Report By
 MU0593  HISTORY     - 1973     MONUMENTED       USGS
 MU0593
 MU0593                          STATION DESCRIPTION
 MU0593
 MU0593'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0593'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0593'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0593'THENCE 17.4 MILES WEST ALONG ROAD, 1.7 MILES SOUTHEAST AND 3.9 MILES
 MU0593'NORTHEAST AND 1.9 MILES EAST OF LITTLE HUMBOLT RANCH, 50 FEET SOUTH OF
 MU0593'THE CENTERLINE OF THE ROAD, 4 FEET EAST OF A CAIRN, A COPPER-COATED
 MU0593'ROD ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0468 ***********************************************************************
 JP0468  DESIGNATION -  50 DOR
 JP0468  PID         -  JP0468
 JP0468  STATE/COUNTY-  NV/LINCOLN
 JP0468  USGS QUAD   -  BRISTOL WELL (1980)
 JP0468
 JP0468                         *CURRENT SURVEY CONTROL
 JP0468  ___________________________________________________________________
 JP0468* NAD 83(1986)-  38 06 16.     (N)    114 40 40.     (W)     SCALED    
 JP0468* NAVD 88     -      1695.837  (meters)    5563.76   (feet)  ADJUSTED  
 JP0468  ___________________________________________________________________
 JP0468  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 JP0468  DYNAMIC HT  -        1693.968 (meters)    5557.63  (feet)  COMP
 JP0468  MODELED GRAV-     979,467.1   (mgal)                       NAVD 88
 JP0468
 JP0468  VERT ORDER  -  SECOND    CLASS 0
 JP0468
 JP0468.The horizontal coordinates were scaled from a topographic map and have
 JP0468.an estimated accuracy of +/- 6 seconds.
 JP0468
 JP0468.The orthometric height was determined by differential leveling
 JP0468.and adjusted by the National Geodetic Survey in June 1991..
 JP0468
 JP0468.The geoid height was determined by GEOID03.
 JP0468
 JP0468.The dynamic height is computed by dividing the NAVD 88
 JP0468.geopotential number by the normal gravity value computed on the
 JP0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0468.degrees latitude (g = 980.6199 gals.).
 JP0468
 JP0468.The modeled gravity was interpolated from observed gravity values.
 JP0468
 JP0468;                    North         East    Units  Estimated Accuracy
 JP0468;SPC NV E     - 8,372,580.      279,420.      MT  (+/- 180 meters Scaled)
 JP0468
 JP0468                          SUPERSEDED SURVEY CONTROL
 JP0468
 JP0468  NGVD 29 (??/??/92) 1694.67   (m)         5559.9    (f) COMPUTED    2 0
 JP0468
 JP0468.Superseded values are not recommended for survey control.
 JP0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0468.See file dsdata.txt to determine how the superseded data were derived.
 JP0468
 JP0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC036199(NAD 83)
 JP0468_MARKER: DD = SURVEY DISK
 JP0468_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0468_SP_SET: COPPER-CLAD STEEL ROD
 JP0468_STAMPING: 50 DOR 1968 5560
 JP0468_MARK LOGO: USGS  
 JP0468_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0468+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0468
 JP0468  HISTORY     - Date     Condition        Report By
 JP0468  HISTORY     - 1968     MONUMENTED       USGS
 JP0468
 JP0468                          STATION DESCRIPTION
 JP0468
 JP0468'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0468'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0468'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 6.8 MILES
 JP0468'WEST, 0.5 MILES WEST OF A ROAD JUNCTION WITH A SIGN -BRISTOL WELLS 1,
 JP0468'BRISTOL MINE 4-, 0.5 MILES EAST OF BRISTOL WELLS, 55 FEET SOUTH OF THE
 JP0468'ROAD, 2 FEET NORTH OF A WITNESS SIGN, SET ON A COPPER-COATED ROD
 JP0468'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0630 ***********************************************************************
 JP0630  DESIGNATION -  50 DOR
 JP0630  PID         -  JP0630
 JP0630  STATE/COUNTY-  NV/LINCOLN
 JP0630  USGS QUAD   -  INDIAN SPRINGS KNOLL (1973)
 JP0630
 JP0630                         *CURRENT SURVEY CONTROL
 JP0630  ___________________________________________________________________
 JP0630* NAD 83(1986)-  38 38 21.     (N)    114 25 13.     (W)     SCALED    
 JP0630* NAVD 88     -      1852.561  (meters)    6077.94   (feet)  ADJUSTED  
 JP0630  ___________________________________________________________________
 JP0630  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 JP0630  DYNAMIC HT  -        1850.532 (meters)    6071.29  (feet)  COMP
 JP0630  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 JP0630
 JP0630  VERT ORDER  -  SECOND    CLASS 0
 JP0630
 JP0630.The horizontal coordinates were scaled from a topographic map and have
 JP0630.an estimated accuracy of +/- 6 seconds.
 JP0630
 JP0630.The orthometric height was determined by differential leveling
 JP0630.and adjusted by the National Geodetic Survey in August 1995..
 JP0630
 JP0630.The geoid height was determined by GEOID03.
 JP0630
 JP0630.The dynamic height is computed by dividing the NAVD 88
 JP0630.geopotential number by the normal gravity value computed on the
 JP0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0630.degrees latitude (g = 980.6199 gals.).
 JP0630
 JP0630.The modeled gravity was interpolated from observed gravity values.
 JP0630
 JP0630;                    North         East    Units  Estimated Accuracy
 JP0630;SPC NV E     - 8,432,190.      301,250.      MT  (+/- 180 meters Scaled)
 JP0630
 JP0630                          SUPERSEDED SURVEY CONTROL
 JP0630
 JP0630.No superseded survey control is available for this station.
 JP0630
 JP0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC245798(NAD 83)
 JP0630_MARKER: DD = SURVEY DISK
 JP0630_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0630_SP_SET: COPPER-CLAD STEEL ROD
 JP0630_STAMPING: 50 DOR 1973 6074
 JP0630_MARK LOGO: USGS  
 JP0630_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0630
 JP0630  HISTORY     - Date     Condition        Report By
 JP0630  HISTORY     - 1973     MONUMENTED       USGS
 JP0630
 JP0630                          STATION DESCRIPTION
 JP0630
 JP0630'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0630'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0630'ROAD TO THE MAIN ROAD, THENCE 13.3 MILES NORTH ALONG THE MAIN ROAD,
 JP0630'50 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A STEEL
 JP0630'POST,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 JP0630'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0413 ***********************************************************************
 NW0413  DESIGNATION -  50 HEI
 NW0413  PID         -  NW0413
 NW0413  STATE/COUNTY-  NV/HUMBOLDT
 NW0413  USGS QUAD   -  LOOKOUT LAKE (1982)
 NW0413
 NW0413                         *CURRENT SURVEY CONTROL
 NW0413  ___________________________________________________________________
 NW0413* NAD 83(1986)-  42 03 39.     (N)    117 07 59.     (W)     SCALED    
 NW0413* NAVD 88     -      1663.870  (meters)    5458.88   (feet)  POSTED    
 NW0413  ___________________________________________________________________
 NW0413  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 NW0413  DYNAMIC HT  -        1662.700 (meters)    5455.04  (feet)  COMP
 NW0413  MODELED GRAV-     979,862.4   (mgal)                       NAVD 88
 NW0413
 NW0413  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0413
 NW0413.The horizontal coordinates were scaled from a topographic map and have
 NW0413.an estimated accuracy of +/- 6 seconds.
 NW0413
 NW0413.The orthometric height was determined by differential leveling
 NW0413.and adjusted by the National Geodetic Survey in 1992..
 NW0413.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0413.rate of 0.0 thru 1.0 mm/km.
 NW0413
 NW0413.The geoid height was determined by GEOID03.
 NW0413
 NW0413.The dynamic height is computed by dividing the NAVD 88
 NW0413.geopotential number by the normal gravity value computed on the
 NW0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0413.degrees latitude (g = 980.6199 gals.).
 NW0413
 NW0413.The modeled gravity was interpolated from observed gravity values.
 NW0413
 NW0413;                    North         East    Units  Estimated Accuracy
 NW0413;SPC NV W     - 4,812,470.      920,030.      MT  (+/- 180 meters Scaled)
 NW0413
 NW0413                          SUPERSEDED SURVEY CONTROL
 NW0413
 NW0413.No superseded survey control is available for this station.
 NW0413
 NW0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG889565(NAD 83)
 NW0413_MARKER: DD = SURVEY DISK
 NW0413_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0413_SP_SET: COPPER-CLAD STEEL ROD
 NW0413_STAMPING: 50 HEI 1974 5455
 NW0413_MARK LOGO: USGS  
 NW0413_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0413+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NW0413
 NW0413  HISTORY     - Date     Condition        Report By
 NW0413  HISTORY     - 1974     MONUMENTED       USGS
 NW0413
 NW0413                          STATION DESCRIPTION
 NW0413
 NW0413'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0413'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0413'ROAD TO A Y-ROAD, THENCE 9.75 MILES NORTHWEST AND GENERALLY WEST, AT
 NW0413'THE OUTSIDE EDGE OF THE ROAD, 82 FEET SOUTH AND LEVEL WITH THE
 NW0413'CENTERLINE OF THE ROAD (CAIRN), SET ON COPPER-COATED ROD ENCASED IN
 NW0413'6-INCH WHITE PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0526 ***********************************************************************
 LS0526  DESIGNATION -  50 HJH
 LS0526  PID         -  LS0526
 LS0526  STATE/COUNTY-  NV/PERSHING
 LS0526  USGS QUAD   -  KUMIVA PEAK (1990)
 LS0526
 LS0526                         *CURRENT SURVEY CONTROL
 LS0526  ___________________________________________________________________
 LS0526* NAD 83(1986)-  40 27 20.     (N)    119 20 02.     (W)     SCALED    
 LS0526* NAVD 88     -      1394.901  (meters)    4576.44   (feet)  ADJUSTED  
 LS0526  ___________________________________________________________________
 LS0526  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 LS0526  DYNAMIC HT  -        1393.791 (meters)    4572.80  (feet)  COMP
 LS0526  MODELED GRAV-     979,780.7   (mgal)                       NAVD 88
 LS0526
 LS0526  VERT ORDER  -  SECOND    CLASS 0
 LS0526
 LS0526.The horizontal coordinates were scaled from a topographic map and have
 LS0526.an estimated accuracy of +/- 6 seconds.
 LS0526
 LS0526.The orthometric height was determined by differential leveling
 LS0526.and adjusted by the National Geodetic Survey in June 1991..
 LS0526
 LS0526.The geoid height was determined by GEOID03.
 LS0526
 LS0526.The dynamic height is computed by dividing the NAVD 88
 LS0526.geopotential number by the normal gravity value computed on the
 LS0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0526.degrees latitude (g = 980.6199 gals.).
 LS0526
 LS0526.The modeled gravity was interpolated from observed gravity values.
 LS0526
 LS0526;                    North         East    Units  Estimated Accuracy
 LS0526;SPC NV W     - 4,633,460.      736,340.      MT  (+/- 180 meters Scaled)
 LS0526
 LS0526                          SUPERSEDED SURVEY CONTROL
 LS0526
 LS0526  NGVD 29 (??/??/92) 1393.872  (m)         4573.06   (f) ADJ UNCH    2 0
 LS0526
 LS0526.Superseded values are not recommended for survey control.
 LS0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0526.See file dsdata.txt to determine how the superseded data were derived.
 LS0526
 LS0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE021809(NAD 83)
 LS0526_MARKER: DB = BENCH MARK DISK
 LS0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0526_SP_SET: CONCRETE POST
 LS0526_STAMPING: 50 HJH 1962 4573
 LS0526_MARK LOGO: USGS  
 LS0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0526+STABILITY: SURFACE MOTION
 LS0526
 LS0526  HISTORY     - Date     Condition        Report By
 LS0526  HISTORY     - 1962     MONUMENTED       USGS
 LS0526
 LS0526                          STATION DESCRIPTION
 LS0526
 LS0526'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0526'23.3 KM (14.50 MI) SOUTH FROM GERLACH.
 LS0526'14.5 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34 AT A T - ROAD
 LS0526'HEADING WEST TO THE NORTH END OF PYRAMID LAKE, 49 FEET EAST OF THE
 LS0526'INTERSECTION OF THE CENTERLINES.
 LS0526'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0647 ***********************************************************************
 LS0647  DESIGNATION -  50 LRC
 LS0647  PID         -  LS0647
 LS0647  STATE/COUNTY-  NV/HUMBOLDT
 LS0647  USGS QUAD   -  BLACK ROCK POINT EAST (1981)
 LS0647
 LS0647                         *CURRENT SURVEY CONTROL
 LS0647  ___________________________________________________________________
 LS0647* NAD 83(1986)-  40 55 54.     (N)    118 55 06.     (W)     SCALED    
 LS0647* NAVD 88     -      1194.456  (meters)    3918.81   (feet)  ADJUSTED  
 LS0647  ___________________________________________________________________
 LS0647  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 LS0647  DYNAMIC HT  -        1193.589 (meters)    3915.97  (feet)  COMP
 LS0647  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 LS0647
 LS0647  VERT ORDER  -  SECOND    CLASS 0
 LS0647
 LS0647.The horizontal coordinates were scaled from a topographic map and have
 LS0647.an estimated accuracy of +/- 6 seconds.
 LS0647
 LS0647.The orthometric height was determined by differential leveling
 LS0647.and adjusted by the National Geodetic Survey in June 1991..
 LS0647
 LS0647.The geoid height was determined by GEOID03.
 LS0647
 LS0647.The dynamic height is computed by dividing the NAVD 88
 LS0647.geopotential number by the normal gravity value computed on the
 LS0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0647.degrees latitude (g = 980.6199 gals.).
 LS0647
 LS0647.The modeled gravity was interpolated from observed gravity values.
 LS0647
 LS0647;                    North         East    Units  Estimated Accuracy
 LS0647;SPC NV W     - 4,686,110.      771,790.      MT  (+/- 180 meters Scaled)
 LS0647
 LS0647                          SUPERSEDED SURVEY CONTROL
 LS0647
 LS0647  NGVD 29 (??/??/92) 1193.45   (m)         3915.5    (f) COMPUTED    2 0
 LS0647
 LS0647.Superseded values are not recommended for survey control.
 LS0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0647.See file dsdata.txt to determine how the superseded data were derived.
 LS0647
 LS0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF384329(NAD 83)
 LS0647_MARKER: DD = SURVEY DISK
 LS0647_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LS0647_SP_SET: PREFAB CONC. POST IN EARTH
 LS0647_STAMPING: 50 LRC 1972 3915
 LS0647_MARK LOGO: USGS  
 LS0647_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LS0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0647+SATELLITE: SATELLITE OBSERVATIONS - 1972
 LS0647
 LS0647  HISTORY     - Date     Condition        Report By
 LS0647  HISTORY     - 1972     MONUMENTED       USGS
 LS0647
 LS0647                          STATION DESCRIPTION
 LS0647
 LS0647'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LS0647'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 LS0647'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 LS0647'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 LS0647'CROSSROADS, THENCE ABOUT 2.1 MILES NORTH CROSS COUNTRY, 0.85 MILES
 LS0647'NORTH OF QUINN RIVER TO A GROUP OF MOUNDS, 40 FEET EAST OF A DIM
 LS0647'TRACK, 3 FEET EAST OF A WITNESS POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0484 ***********************************************************************
 MU0484  DESIGNATION -  50 O
 MU0484  PID         -  MU0484
 MU0484  STATE/COUNTY-  NV/LANDER
 MU0484  USGS QUAD   -  SANTA RENIA FIELDS (1970)
 MU0484
 MU0484                         *CURRENT SURVEY CONTROL
 MU0484  ___________________________________________________________________
 MU0484* NAD 83(1986)-  41 03 32.     (N)    116 27 57.     (W)     SCALED    
 MU0484* NAVD 88     -      1612.834  (meters)    5291.44   (feet)  POSTED    
 MU0484  ___________________________________________________________________
 MU0484  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 MU0484  DYNAMIC HT  -        1611.520 (meters)    5287.13  (feet)  COMP
 MU0484  MODELED GRAV-     979,751.2   (mgal)                       NAVD 88
 MU0484
 MU0484  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0484
 MU0484.The horizontal coordinates were scaled from a topographic map and have
 MU0484.an estimated accuracy of +/- 6 seconds.
 MU0484
 MU0484.The orthometric height was determined by differential leveling
 MU0484.and adjusted by the National Geodetic Survey in 1992..
 MU0484.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0484.rate of 0.0 thru 1.0 mm/km.
 MU0484
 MU0484.The geoid height was determined by GEOID03.
 MU0484
 MU0484.The dynamic height is computed by dividing the NAVD 88
 MU0484.geopotential number by the normal gravity value computed on the
 MU0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0484.degrees latitude (g = 980.6199 gals.).
 MU0484
 MU0484.The modeled gravity was interpolated from observed gravity values.
 MU0484
 MU0484;                    North         East    Units  Estimated Accuracy
 MU0484;SPC NV C     - 6,700,200.      516,880.      MT  (+/- 180 meters Scaled)
 MU0484
 MU0484                          SUPERSEDED SURVEY CONTROL
 MU0484
 MU0484.No superseded survey control is available for this station.
 MU0484
 MU0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF448454(NAD 83)
 MU0484_MARKER: DD = SURVEY DISK
 MU0484_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MU0484_SP_SET: PREFAB CONC. POST IN EARTH
 MU0484_STAMPING: 50 O 1963
 MU0484_MARK LOGO: USGS  
 MU0484_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0484+SATELLITE: SATELLITE OBSERVATIONS - 1963
 MU0484
 MU0484  HISTORY     - Date     Condition        Report By
 MU0484  HISTORY     - 1963     MONUMENTED       USGS
 MU0484
 MU0484                          STATION DESCRIPTION
 MU0484
 MU0484'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MU0484'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 MU0484'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 MU0484'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 MU0484'NORTHEAST ALONG ROAD, THENCE 25.1 MILES NORTHEAST ALONG ROAD, 2.0
 MU0484'MILES NORTHEAST  OF TIE CORRAL RANCH, 133 FEET EAST OF A BRIDGE AND 50
 MU0484'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 15 FEET NORTH OF A STEEL
 MU0484'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0690 ***********************************************************************
 GS0690  DESIGNATION -  50 TJS
 GS0690  PID         -  GS0690
 GS0690  STATE/COUNTY-  NV/NYE
 GS0690  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0690
 GS0690                         *CURRENT SURVEY CONTROL
 GS0690  ___________________________________________________________________
 GS0690* NAD 83(1986)-  36 49 21.     (N)    116 26 44.     (W)     SCALED    
 GS0690* NAVD 88     -      1201.221  (meters)    3941.01   (feet)  ADJUSTED  
 GS0690  ___________________________________________________________________
 GS0690  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GS0690  DYNAMIC HT  -        1199.894 (meters)    3936.65  (feet)  COMP
 GS0690  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 GS0690
 GS0690  VERT ORDER  -  FIRST     CLASS I
 GS0690
 GS0690.The horizontal coordinates were scaled from a topographic map and have
 GS0690.an estimated accuracy of +/- 6 seconds.
 GS0690
 GS0690.The orthometric height was determined by differential leveling
 GS0690.and adjusted by the National Geodetic Survey in May 2004..
 GS0690
 GS0690.The geoid height was determined by GEOID03.
 GS0690
 GS0690.The dynamic height is computed by dividing the NAVD 88
 GS0690.geopotential number by the normal gravity value computed on the
 GS0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0690.degrees latitude (g = 980.6199 gals.).
 GS0690
 GS0690.The modeled gravity was interpolated from observed gravity values.
 GS0690
 GS0690;                    North         East    Units  Estimated Accuracy
 GS0690;SPC NV C     - 6,229,950.      519,730.      MT  (+/- 180 meters Scaled)
 GS0690
 GS0690                          SUPERSEDED SURVEY CONTROL
 GS0690
 GS0690  NAVD 88 (??/??/92) 1201.226  (m)         3941.02   (f) UNKNOWN     3 0
 GS0690  NGVD 29 (05/01/91) 1200.311  (m)         3938.02   (f) ADJUSTED    1 1
 GS0690
 GS0690.Superseded values are not recommended for survey control.
 GS0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0690.See file dsdata.txt to determine how the superseded data were derived.
 GS0690
 GS0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA494753(NAD 83)
 GS0690_MARKER: DB = BENCH MARK DISK
 GS0690_SETTING: 66 = SET IN ROCK OUTCROP
 GS0690_SP_SET: BEDROCK
 GS0690_STAMPING: 50 TJS 1983
 GS0690_MARK LOGO: USGS  
 GS0690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0690+STABILITY: POSITION/ELEVATION WELL
 GS0690
 GS0690  HISTORY     - Date     Condition        Report By
 GS0690  HISTORY     - 1983     MONUMENTED       USGS
 GS0690  HISTORY     - 1986     GOOD             USGS
 GS0690  HISTORY     - 1988     GOOD             USGS
 GS0690  HISTORY     - 19910416 GOOD             USGS
 GS0690  HISTORY     - 19930201 GOOD             USGS
 GS0690  HISTORY     - 19950208 GOOD             USGS
 GS0690
 GS0690                          STATION DESCRIPTION
 GS0690
 GS0690'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0690'57.0 KM (35.45 MI) NW FROM MERCURY.
 GS0690'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0690'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0690'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0690'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0690'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0690'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0690'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0690'3.0 MILES, 190 FEET EAST OF THE CENTERLINE OF THE ROAD.
 GS0690'THE MARK IS 8 FT  S FROM  A ROCK CAIRN
 GS0690
 GS0690                          STATION RECOVERY (1986)
 GS0690
 GS0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0690'RECOVERED IN GOOD CONDITION.
 GS0690
 GS0690                          STATION RECOVERY (1988)
 GS0690
 GS0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0690'RECOVERED IN GOOD CONDITION.
 GS0690
 GS0690                          STATION RECOVERY (1991)
 GS0690
 GS0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0690'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0690'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0690'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0690'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0690'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0690'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0690'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0690'3.0 MILES, 190 FEET EAST OF THE CENTERLINE OF THE ROAD.
 GS0690
 GS0690                          STATION RECOVERY (1993)
 GS0690
 GS0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0690'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0690'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0690'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0690'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0690'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0690'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0690'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.95 MILES (3.14 KM) TO A
 GS0690'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 3.0 MILES
 GS0690'(4.8 KM), 190 FEET (57.9 M) EAST OF THE CENTERLINE OF THE ROAD.
 GS0690
 GS0690                          STATION RECOVERY (1995)
 GS0690
 GS0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0690'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0297 ***********************************************************************
 JR0297  DESIGNATION -  5040
 JR0297  PID         -  JR0297
 JR0297  STATE/COUNTY-  NV/MINERAL
 JR0297  USGS QUAD   -  MINA (1967)
 JR0297
 JR0297                         *CURRENT SURVEY CONTROL
 JR0297  ___________________________________________________________________
 JR0297* NAD 83(1986)-  38 25 54.     (N)    118 03 09.     (W)     SCALED    
 JR0297* NAVD 88     -      1535.340  (meters)    5037.19   (feet)  ADJUSTED  
 JR0297  ___________________________________________________________________
 JR0297  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 JR0297  DYNAMIC HT  -        1533.734 (meters)    5031.93  (feet)  COMP
 JR0297  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 JR0297
 JR0297  VERT ORDER  -  FIRST     CLASS II
 JR0297
 JR0297.The horizontal coordinates were scaled from a topographic map and have
 JR0297.an estimated accuracy of +/- 6 seconds.
 JR0297
 JR0297.The orthometric height was determined by differential leveling
 JR0297.and adjusted by the National Geodetic Survey in June 1991..
 JR0297
 JR0297.The geoid height was determined by GEOID03.
 JR0297
 JR0297.The dynamic height is computed by dividing the NAVD 88
 JR0297.geopotential number by the normal gravity value computed on the
 JR0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0297.degrees latitude (g = 980.6199 gals.).
 JR0297
 JR0297.The modeled gravity was interpolated from observed gravity values.
 JR0297
 JR0297;                    North         East    Units  Estimated Accuracy
 JR0297;SPC NV W     - 4,408,650.      846,350.      MT  (+/- 180 meters Scaled)
 JR0297
 JR0297                          SUPERSEDED SURVEY CONTROL
 JR0297
 JR0297  NGVD 29 (??/??/92) 1534.174  (m)         5033.37   (f) ADJ UNCH    1 2
 JR0297
 JR0297.Superseded values are not recommended for survey control.
 JR0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0297.See file dsdata.txt to determine how the superseded data were derived.
 JR0297
 JR0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC081542(NAD 83)
 JR0297_MARKER: DD = SURVEY DISK
 JR0297_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JR0297_SP_SET: LIMESTONE ROCK
 JR0297_STAMPING: 5040 1907
 JR0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0297
 JR0297  HISTORY     - Date     Condition        Report By
 JR0297  HISTORY     - 1907     MONUMENTED       USGS
 JR0297  HISTORY     - 1933     GOOD             NGS
 JR0297  HISTORY     - 1984     MARK NOT FOUND   NGS
 JR0297
 JR0297                          STATION DESCRIPTION
 JR0297
 JR0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JR0297'4.9 MI NE FROM MINA.
 JR0297'4.9 MILES NORTHEAST ALONG THE ROAD TO BATTLES WELL FROM THE
 JR0297'SOUTHERN PACIFIC CO. RAILROAD STATION AT MINA, MINERAL COUNTY,
 JR0297'1/4 MILE EAST OF THE JUNCTION OF A ROAD LEADING SOUTHEAST, 10
 JR0297'FEET SOUTH OF THE MAIN ROAD, AND IN THE TOP OF A LIMESTONE
 JR0297'ROCK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5040 1907.
 JR0297
 JR0297                          STATION RECOVERY (1984)
 JR0297
 JR0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0264 ***********************************************************************
 MU0264  DESIGNATION -  51
 MU0264  PID         -  MU0264
 MU0264  STATE/COUNTY-  NV/HUMBOLDT
 MU0264  USGS QUAD   -  GOLCONDA BUTTE (1983)
 MU0264
 MU0264                         *CURRENT SURVEY CONTROL
 MU0264  ___________________________________________________________________
 MU0264* NAD 83(1986)-  41 00 06.     (N)    117 33 42.     (W)     SCALED    
 MU0264* NAVD 88     -      1355.721  (meters)    4447.89   (feet)  ADJUSTED  
 MU0264  ___________________________________________________________________
 MU0264  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 MU0264  DYNAMIC HT  -        1354.708 (meters)    4444.57  (feet)  COMP
 MU0264  MODELED GRAV-     979,829.9   (mgal)                       NAVD 88
 MU0264
 MU0264  VERT ORDER  -  SECOND    CLASS 0
 MU0264
 MU0264.The horizontal coordinates were scaled from a topographic map and have
 MU0264.an estimated accuracy of +/- 6 seconds.
 MU0264
 MU0264.The orthometric height was determined by differential leveling
 MU0264.and adjusted by the National Geodetic Survey in June 1991..
 MU0264
 MU0264.The geoid height was determined by GEOID03.
 MU0264
 MU0264.The dynamic height is computed by dividing the NAVD 88
 MU0264.geopotential number by the normal gravity value computed on the
 MU0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0264.degrees latitude (g = 980.6199 gals.).
 MU0264
 MU0264.The modeled gravity was interpolated from observed gravity values.
 MU0264
 MU0264;                    North         East    Units  Estimated Accuracy
 MU0264;SPC NV W     - 4,694,330.      885,950.      MT  (+/- 180 meters Scaled)
 MU0264
 MU0264                          SUPERSEDED SURVEY CONTROL
 MU0264
 MU0264  NGVD 29 (??/??/92) 1354.700  (m)         4444.54   (f) ADJ UNCH    2 0
 MU0264
 MU0264.Superseded values are not recommended for survey control.
 MU0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0264.See file dsdata.txt to determine how the superseded data were derived.
 MU0264
 MU0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF527390(NAD 83)
 MU0264_MARKER: DD = SURVEY DISK
 MU0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0264_STAMPING: BM I-001-3 (2) 51
 MU0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0264+STABILITY: SURFACE MOTION
 MU0264
 MU0264  HISTORY     - Date     Condition        Report By
 MU0264  HISTORY     - UNK      MONUMENTED       NVDH
 MU0264  HISTORY     - 1958     GOOD             NGS
 MU0264  HISTORY     - 1984     MARK NOT FOUND   NGS
 MU0264
 MU0264                          STATION DESCRIPTION
 MU0264
 MU0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MU0264'5.25 MI NW FROM GOLCONDA.
 MU0264'5.25 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT
 MU0264'GOLCONDA TO A CUT BANK, 102.0 FEET SOUTHWEST OF THE CENTERLINE OF
 MU0264'HIGHWAY, 3.0 FEET NORTHEAST OF A METAL WITNESS POST, 2.3 FEET
 MU0264'NORTHEAST OF A FENCE LINE, SET IN A ROUND CONCRETE POST PROJECTING 3
 MU0264'INCHES ABOVE GROUND SURFACE, AND ABOUT 60 FEET HIGHER THAN HIGHWAY.
 MU0264
 MU0264                          STATION RECOVERY (1984)
 MU0264
 MU0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0264'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0594 ***********************************************************************
 MU0594  DESIGNATION -  51 BKC
 MU0594  PID         -  MU0594
 MU0594  STATE/COUNTY-  NV/ELKO
 MU0594  USGS QUAD   -  HUMBOLDT HILL (1973)
 MU0594
 MU0594                         *CURRENT SURVEY CONTROL
 MU0594  ___________________________________________________________________
 MU0594* NAD 83(1986)-  41 31 29.     (N)    116 57 38.     (W)     SCALED    
 MU0594* NAVD 88     -      1604.505  (meters)    5264.11   (feet)  POSTED    
 MU0594  ___________________________________________________________________
 MU0594  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 MU0594  DYNAMIC HT  -        1603.320 (meters)    5260.23  (feet)  COMP
 MU0594  MODELED GRAV-     979,826.4   (mgal)                       NAVD 88
 MU0594
 MU0594  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0594
 MU0594.The horizontal coordinates were scaled from a topographic map and have
 MU0594.an estimated accuracy of +/- 6 seconds.
 MU0594
 MU0594.The orthometric height was determined by differential leveling
 MU0594.and adjusted by the National Geodetic Survey in 1992..
 MU0594.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0594.rate of 0.0 thru 1.0 mm/km.
 MU0594
 MU0594.The geoid height was determined by GEOID03.
 MU0594
 MU0594.The dynamic height is computed by dividing the NAVD 88
 MU0594.geopotential number by the normal gravity value computed on the
 MU0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0594.degrees latitude (g = 980.6199 gals.).
 MU0594
 MU0594.The modeled gravity was interpolated from observed gravity values.
 MU0594
 MU0594;                    North         East    Units  Estimated Accuracy
 MU0594;SPC NV E     - 8,752,830.       85,060.      MT  (+/- 180 meters Scaled)
 MU0594
 MU0594                          SUPERSEDED SURVEY CONTROL
 MU0594
 MU0594.No superseded survey control is available for this station.
 MU0594
 MU0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF032970(NAD 83)
 MU0594_MARKER: DD = SURVEY DISK
 MU0594_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0594_SP_SET: COPPER-CLAD STEEL ROD
 MU0594_STAMPING: 51 BKC 1973 5260
 MU0594_MARK LOGO: USGS  
 MU0594_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0594+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0594
 MU0594  HISTORY     - Date     Condition        Report By
 MU0594  HISTORY     - 1973     MONUMENTED       USGS
 MU0594
 MU0594                          STATION DESCRIPTION
 MU0594
 MU0594'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0594'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0594'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0594'THENCE 18.6 MILES WEST ALONG ROAD, 1.7 MILES SOUTHEAST AND 3.9 MILES
 MU0594'NORTHEAST AND 0.7 MILES EAST OF LITTLE HUMBOLT RANCH, 34 FEET SOUTH OF
 MU0594'THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A CAIRN, A COPPER-COATED
 MU0594'ROD ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0469 ***********************************************************************
 JP0469  DESIGNATION -  51 DOR
 JP0469  PID         -  JP0469
 JP0469  STATE/COUNTY-  NV/LINCOLN
 JP0469  USGS QUAD   -  BRISTOL WELL (1980)
 JP0469
 JP0469                         *CURRENT SURVEY CONTROL
 JP0469  ___________________________________________________________________
 JP0469* NAD 83(1986)-  38 06 38.     (N)    114 39 57.     (W)     SCALED    
 JP0469* NAVD 88     -      1727.919  (meters)    5669.01   (feet)  ADJUSTED  
 JP0469  ___________________________________________________________________
 JP0469  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 JP0469  DYNAMIC HT  -        1726.002 (meters)    5662.72  (feet)  COMP
 JP0469  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 JP0469
 JP0469  VERT ORDER  -  SECOND    CLASS 0
 JP0469
 JP0469.The horizontal coordinates were scaled from a topographic map and have
 JP0469.an estimated accuracy of +/- 6 seconds.
 JP0469
 JP0469.The orthometric height was determined by differential leveling
 JP0469.and adjusted by the National Geodetic Survey in June 1991..
 JP0469
 JP0469.The geoid height was determined by GEOID03.
 JP0469
 JP0469.The dynamic height is computed by dividing the NAVD 88
 JP0469.geopotential number by the normal gravity value computed on the
 JP0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0469.degrees latitude (g = 980.6199 gals.).
 JP0469
 JP0469.The modeled gravity was interpolated from observed gravity values.
 JP0469
 JP0469;                    North         East    Units  Estimated Accuracy
 JP0469;SPC NV E     - 8,373,270.      280,460.      MT  (+/- 180 meters Scaled)
 JP0469
 JP0469                          SUPERSEDED SURVEY CONTROL
 JP0469
 JP0469  NGVD 29 (??/??/92) 1726.75   (m)         5665.2    (f) COMPUTED    2 0
 JP0469
 JP0469.Superseded values are not recommended for survey control.
 JP0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0469.See file dsdata.txt to determine how the superseded data were derived.
 JP0469
 JP0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC046206(NAD 83)
 JP0469_MARKER: DD = SURVEY DISK
 JP0469_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0469_SP_SET: COPPER-CLAD STEEL ROD
 JP0469_STAMPING: 51 DOR 1968 5666
 JP0469_MARK LOGO: USGS  
 JP0469_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0469+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0469
 JP0469  HISTORY     - Date     Condition        Report By
 JP0469  HISTORY     - 1968     MONUMENTED       USGS
 JP0469
 JP0469                          STATION DESCRIPTION
 JP0469
 JP0469'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0469'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0469'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 5.7 MILES
 JP0469'WEST, 0.5 MILES NORTHEAST OF BRISTOL MINE, BRISTOL WELLS ROAD
 JP0469'JUNCTION, 56 FEET NORTHWEST OF THE ROAD, 50 FEET SOUTHEAST AND 5 FEET
 JP0469'HIGHER THAN THE ROAD TO U S HIGHWAY 93, 2 FEET SOUTHEAST OF A WITNESS
 JP0469'SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE
 JP0469'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0631 ***********************************************************************
 JP0631  DESIGNATION -  51 DOR
 JP0631  PID         -  JP0631
 JP0631  STATE/COUNTY-  NV/LINCOLN
 JP0631  USGS QUAD   -  INDIAN SPRINGS KNOLL (1973)
 JP0631
 JP0631                         *CURRENT SURVEY CONTROL
 JP0631  ___________________________________________________________________
 JP0631* NAD 83(1986)-  38 37 43.     (N)    114 24 54.     (W)     SCALED    
 JP0631* NAVD 88     -      1865.148  (meters)    6119.24   (feet)  ADJUSTED  
 JP0631  ___________________________________________________________________
 JP0631  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 JP0631  DYNAMIC HT  -        1863.107 (meters)    6112.54  (feet)  COMP
 JP0631  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 JP0631
 JP0631  VERT ORDER  -  SECOND    CLASS 0
 JP0631
 JP0631.The horizontal coordinates were scaled from a topographic map and have
 JP0631.an estimated accuracy of +/- 6 seconds.
 JP0631
 JP0631.The orthometric height was determined by differential leveling
 JP0631.and adjusted by the National Geodetic Survey in August 1995..
 JP0631
 JP0631.The geoid height was determined by GEOID03.
 JP0631
 JP0631.The dynamic height is computed by dividing the NAVD 88
 JP0631.geopotential number by the normal gravity value computed on the
 JP0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0631.degrees latitude (g = 980.6199 gals.).
 JP0631
 JP0631.The modeled gravity was interpolated from observed gravity values.
 JP0631
 JP0631;                    North         East    Units  Estimated Accuracy
 JP0631;SPC NV E     - 8,431,020.      301,730.      MT  (+/- 180 meters Scaled)
 JP0631
 JP0631                          SUPERSEDED SURVEY CONTROL
 JP0631
 JP0631.No superseded survey control is available for this station.
 JP0631
 JP0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC250787(NAD 83)
 JP0631_MARKER: DD = SURVEY DISK
 JP0631_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0631_SP_SET: COPPER-CLAD STEEL ROD
 JP0631_STAMPING: 51 DOR 1973 6115
 JP0631_MARK LOGO: USGS  
 JP0631_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0631
 JP0631  HISTORY     - Date     Condition        Report By
 JP0631  HISTORY     - 1973     MONUMENTED       USGS
 JP0631
 JP0631                          STATION DESCRIPTION
 JP0631
 JP0631'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0631'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0631'ROAD TO THE MAIN ROAD, THENCE 12.5 MILES NORTH ALONG THE MAIN ROAD,
 JP0631'50 FEET WEST OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD,
 JP0631'A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 JP0631'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0415 ***********************************************************************
 NW0415  DESIGNATION -  51 HEI
 NW0415  PID         -  NW0415
 NW0415  STATE/COUNTY-  NV/HUMBOLDT
 NW0415  USGS QUAD   -  STAR VALLEY KNOLL (1982)
 NW0415
 NW0415                         *CURRENT SURVEY CONTROL
 NW0415  ___________________________________________________________________
 NW0415* NAD 83(1986)-  42 03 31.     (N)    117 06 52.     (W)     SCALED    
 NW0415* NAVD 88     -      1652.877  (meters)    5422.81   (feet)  POSTED    
 NW0415  ___________________________________________________________________
 NW0415  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 NW0415  DYNAMIC HT  -        1651.720 (meters)    5419.02  (feet)  COMP
 NW0415  MODELED GRAV-     979,865.0   (mgal)                       NAVD 88
 NW0415
 NW0415  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0415
 NW0415.The horizontal coordinates were scaled from a topographic map and have
 NW0415.an estimated accuracy of +/- 6 seconds.
 NW0415
 NW0415.The orthometric height was determined by differential leveling
 NW0415.and adjusted by the National Geodetic Survey in 1992..
 NW0415.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0415.rate of 0.0 thru 1.0 mm/km.
 NW0415
 NW0415.The geoid height was determined by GEOID03.
 NW0415
 NW0415.The dynamic height is computed by dividing the NAVD 88
 NW0415.geopotential number by the normal gravity value computed on the
 NW0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0415.degrees latitude (g = 980.6199 gals.).
 NW0415
 NW0415.The modeled gravity was interpolated from observed gravity values.
 NW0415
 NW0415;                    North         East    Units  Estimated Accuracy
 NW0415;SPC NV W     - 4,812,250.      921,580.      MT  (+/- 180 meters Scaled)
 NW0415
 NW0415                          SUPERSEDED SURVEY CONTROL
 NW0415
 NW0415.No superseded survey control is available for this station.
 NW0415
 NW0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG905562(NAD 83)
 NW0415_MARKER: DD = SURVEY DISK
 NW0415_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0415_SP_SET: COPPER-CLAD STEEL ROD
 NW0415_STAMPING: 51 HEI 1974 5419
 NW0415_MARK LOGO: USGS  
 NW0415_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0415+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NW0415
 NW0415  HISTORY     - Date     Condition        Report By
 NW0415  HISTORY     - 1974     MONUMENTED       USGS
 NW0415
 NW0415                          STATION DESCRIPTION
 NW0415
 NW0415'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0415'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0415'ROAD TO A Y-ROAD, THENCE 8.75 MILES NORTHWEST AND GENERALLY WEST, AT
 NW0415'THE CREST OF A SLIGHT RIDGE, 25 FEET SOUTH AND LEVEL WITH THE
 NW0415'CENTERLINE OF THE ROAD (CAIRN), SET ON COPPER-COATED ROD ENCASED IN
 NW0415'6-INCH WHITE PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0527 ***********************************************************************
 LS0527  DESIGNATION -  51 HJH
 LS0527  PID         -  LS0527
 LS0527  STATE/COUNTY-  NV/PERSHING
 LS0527  USGS QUAD   -  KUMIVA PEAK (1990)
 LS0527
 LS0527                         *CURRENT SURVEY CONTROL
 LS0527  ___________________________________________________________________
 LS0527* NAD 83(1986)-  40 28 10.     (N)    119 20 02.     (W)     SCALED    
 LS0527* NAVD 88     -      1404.894  (meters)    4609.22   (feet)  ADJUSTED  
 LS0527  ___________________________________________________________________
 LS0527  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 LS0527  DYNAMIC HT  -        1403.762 (meters)    4605.51  (feet)  COMP
 LS0527  MODELED GRAV-     979,770.6   (mgal)                       NAVD 88
 LS0527
 LS0527  VERT ORDER  -  SECOND    CLASS 0
 LS0527
 LS0527.The horizontal coordinates were scaled from a topographic map and have
 LS0527.an estimated accuracy of +/- 6 seconds.
 LS0527
 LS0527.The orthometric height was determined by differential leveling
 LS0527.and adjusted by the National Geodetic Survey in June 1991..
 LS0527
 LS0527.The geoid height was determined by GEOID03.
 LS0527
 LS0527.The dynamic height is computed by dividing the NAVD 88
 LS0527.geopotential number by the normal gravity value computed on the
 LS0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0527.degrees latitude (g = 980.6199 gals.).
 LS0527
 LS0527.The modeled gravity was interpolated from observed gravity values.
 LS0527
 LS0527;                    North         East    Units  Estimated Accuracy
 LS0527;SPC NV W     - 4,635,010.      736,350.      MT  (+/- 180 meters Scaled)
 LS0527
 LS0527                          SUPERSEDED SURVEY CONTROL
 LS0527
 LS0527  NGVD 29 (??/??/92) 1403.848  (m)         4605.79   (f) ADJ UNCH    2 0
 LS0527
 LS0527.Superseded values are not recommended for survey control.
 LS0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0527.See file dsdata.txt to determine how the superseded data were derived.
 LS0527
 LS0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE021824(NAD 83)
 LS0527_MARKER: DB = BENCH MARK DISK
 LS0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0527_SP_SET: CONCRETE POST
 LS0527_STAMPING: 51 HJH 1962 4606
 LS0527_MARK LOGO: USGS  
 LS0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0527+STABILITY: SURFACE MOTION
 LS0527
 LS0527  HISTORY     - Date     Condition        Report By
 LS0527  HISTORY     - 1962     MONUMENTED       USGS
 LS0527
 LS0527                          STATION DESCRIPTION
 LS0527
 LS0527'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0527'21.7 KM (13.50 MI) SOUTH FROM GERLACH.
 LS0527'13.5 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34, 50 FEET EAST OF
 LS0527'THE HIGHWAY CENTERLINE.
 LS0527'THE MARK IS 2.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0648 ***********************************************************************
 LS0648  DESIGNATION -  51 LRC
 LS0648  PID         -  LS0648
 LS0648  STATE/COUNTY-  NV/HUMBOLDT
 LS0648  USGS QUAD   -  BLACK ROCK POINT EAST (1981)
 LS0648
 LS0648                         *CURRENT SURVEY CONTROL
 LS0648  ___________________________________________________________________
 LS0648* NAD 83(1986)-  40 55 04.     (N)    118 55 11.     (W)     SCALED    
 LS0648* NAVD 88     -      1193.495  (meters)    3915.66   (feet)  ADJUSTED  
 LS0648  ___________________________________________________________________
 LS0648  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 LS0648  DYNAMIC HT  -        1192.630 (meters)    3912.82  (feet)  COMP
 LS0648  MODELED GRAV-     979,858.3   (mgal)                       NAVD 88
 LS0648
 LS0648  VERT ORDER  -  SECOND    CLASS 0
 LS0648
 LS0648.The horizontal coordinates were scaled from a topographic map and have
 LS0648.an estimated accuracy of +/- 6 seconds.
 LS0648
 LS0648.The orthometric height was determined by differential leveling
 LS0648.and adjusted by the National Geodetic Survey in June 1991..
 LS0648
 LS0648.The geoid height was determined by GEOID03.
 LS0648
 LS0648.The dynamic height is computed by dividing the NAVD 88
 LS0648.geopotential number by the normal gravity value computed on the
 LS0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0648.degrees latitude (g = 980.6199 gals.).
 LS0648
 LS0648.The modeled gravity was interpolated from observed gravity values.
 LS0648
 LS0648;                    North         East    Units  Estimated Accuracy
 LS0648;SPC NV W     - 4,684,570.      771,670.      MT  (+/- 180 meters Scaled)
 LS0648
 LS0648                          SUPERSEDED SURVEY CONTROL
 LS0648
 LS0648  NGVD 29 (??/??/92) 1192.49   (m)         3912.4    (f) COMPUTED    2 0
 LS0648
 LS0648.Superseded values are not recommended for survey control.
 LS0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0648.See file dsdata.txt to determine how the superseded data were derived.
 LS0648
 LS0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF383314(NAD 83)
 LS0648_MARKER: DD = SURVEY DISK
 LS0648_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LS0648_SP_SET: PREFAB CONC. POST IN EARTH
 LS0648_STAMPING: 51 LRC 1972 3912
 LS0648_MARK LOGO: USGS  
 LS0648_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LS0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0648+SATELLITE: SATELLITE OBSERVATIONS - 1972
 LS0648
 LS0648  HISTORY     - Date     Condition        Report By
 LS0648  HISTORY     - 1972     MONUMENTED       USGS
 LS0648
 LS0648                          STATION DESCRIPTION
 LS0648
 LS0648'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LS0648'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 LS0648'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 LS0648'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 LS0648'CROSSROADS, THENCE ABOUT 1.1 MILES NORTH CROSS COUNTRY TO A POINT 0.15
 LS0648'MILES SOUTH OF QUINN RIVER, AT THE EAST EDGE OF DIM TRACKS,
 LS0648'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0485 ***********************************************************************
 MU0485  DESIGNATION -  51 O
 MU0485  PID         -  MU0485
 MU0485  STATE/COUNTY-  NV/LANDER
 MU0485  USGS QUAD   -  SANTA RENIA FIELDS (1970)
 MU0485
 MU0485                         *CURRENT SURVEY CONTROL
 MU0485  ___________________________________________________________________
 MU0485* NAD 83(1986)-  41 04 44.     (N)    116 27 19.     (W)     SCALED    
 MU0485* NAVD 88     -      1631.653  (meters)    5353.18   (feet)  POSTED    
 MU0485  ___________________________________________________________________
 MU0485  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 MU0485  DYNAMIC HT  -        1630.320 (meters)    5348.81  (feet)  COMP
 MU0485  MODELED GRAV-     979,748.0   (mgal)                       NAVD 88
 MU0485
 MU0485  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0485
 MU0485.The horizontal coordinates were scaled from a topographic map and have
 MU0485.an estimated accuracy of +/- 6 seconds.
 MU0485
 MU0485.The orthometric height was determined by differential leveling
 MU0485.and adjusted by the National Geodetic Survey in 1992..
 MU0485.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0485.rate of 0.0 thru 1.0 mm/km.
 MU0485
 MU0485.The geoid height was determined by GEOID03.
 MU0485
 MU0485.The dynamic height is computed by dividing the NAVD 88
 MU0485.geopotential number by the normal gravity value computed on the
 MU0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0485.degrees latitude (g = 980.6199 gals.).
 MU0485
 MU0485.The modeled gravity was interpolated from observed gravity values.
 MU0485
 MU0485;                    North         East    Units  Estimated Accuracy
 MU0485;SPC NV C     - 6,702,430.      517,760.      MT  (+/- 180 meters Scaled)
 MU0485
 MU0485                          SUPERSEDED SURVEY CONTROL
 MU0485
 MU0485.No superseded survey control is available for this station.
 MU0485
 MU0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF457476(NAD 83)
 MU0485_MARKER: DD = SURVEY DISK
 MU0485_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MU0485_SP_SET: PREFAB CONC. POST IN EARTH
 MU0485_STAMPING: 51 O 1963
 MU0485_MARK LOGO: USGS  
 MU0485_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0485+SATELLITE: SATELLITE OBSERVATIONS - 1963
 MU0485
 MU0485  HISTORY     - Date     Condition        Report By
 MU0485  HISTORY     - 1963     MONUMENTED       USGS
 MU0485
 MU0485                          STATION DESCRIPTION
 MU0485
 MU0485'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MU0485'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 MU0485'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 MU0485'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, 3.7 MILES NORTHEAST
 MU0485'ALONG ROAD, THENCE 26.9 MILES NORTHEAST ALONG ROAD, 3.8 MILES
 MU0485'NORTHEAST OF TIE CORRAL RANCH, 138 FEET NORTH OF A BRIDGE AND 69 FEET
 MU0485'EAST OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTH OF A STEEL WITNESS
 MU0485'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0691 ***********************************************************************
 GS0691  DESIGNATION -  51 TJS
 GS0691  PID         -  GS0691
 GS0691  STATE/COUNTY-  NV/NYE
 GS0691  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0691
 GS0691                         *CURRENT SURVEY CONTROL
 GS0691  ___________________________________________________________________
 GS0691* NAD 83(1986)-  36 49 01.     (N)    116 26 40.     (W)     SCALED    
 GS0691* NAVD 88     -      1176.614  (meters)    3860.27   (feet)  ADJUSTED  
 GS0691  ___________________________________________________________________
 GS0691  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 GS0691  DYNAMIC HT  -        1175.319 (meters)    3856.03  (feet)  COMP
 GS0691  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 GS0691
 GS0691  VERT ORDER  -  FIRST     CLASS I
 GS0691
 GS0691.The horizontal coordinates were scaled from a topographic map and have
 GS0691.an estimated accuracy of +/- 6 seconds.
 GS0691
 GS0691.The orthometric height was determined by differential leveling
 GS0691.and adjusted by the National Geodetic Survey in May 2004..
 GS0691
 GS0691.The geoid height was determined by GEOID03.
 GS0691
 GS0691.The dynamic height is computed by dividing the NAVD 88
 GS0691.geopotential number by the normal gravity value computed on the
 GS0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0691.degrees latitude (g = 980.6199 gals.).
 GS0691
 GS0691.The modeled gravity was interpolated from observed gravity values.
 GS0691
 GS0691;                    North         East    Units  Estimated Accuracy
 GS0691;SPC NV C     - 6,229,340.      519,830.      MT  (+/- 180 meters Scaled)
 GS0691
 GS0691                          SUPERSEDED SURVEY CONTROL
 GS0691
 GS0691  NAVD 88 (??/??/92) 1176.619  (m)         3860.29   (f) UNKNOWN     3 0
 GS0691  NGVD 29 (05/01/91) 1175.706  (m)         3857.30   (f) ADJUSTED    1 1
 GS0691
 GS0691.Superseded values are not recommended for survey control.
 GS0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0691.See file dsdata.txt to determine how the superseded data were derived.
 GS0691
 GS0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA495747(NAD 83)
 GS0691_MARKER: DB = BENCH MARK DISK
 GS0691_SETTING: 66 = SET IN ROCK OUTCROP
 GS0691_SP_SET: BEDROCK
 GS0691_STAMPING: 51 TJS 1983
 GS0691_MARK LOGO: USGS  
 GS0691_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0691+STABILITY: POSITION/ELEVATION WELL
 GS0691
 GS0691  HISTORY     - Date     Condition        Report By
 GS0691  HISTORY     - 1983     MONUMENTED       USGS
 GS0691  HISTORY     - 1986     GOOD             USGS
 GS0691  HISTORY     - 1988     GOOD             USGS
 GS0691  HISTORY     - 19910422 GOOD             USGS
 GS0691  HISTORY     - 19930203 GOOD             USGS
 GS0691  HISTORY     - 19950208 GOOD             USGS
 GS0691
 GS0691                          STATION DESCRIPTION
 GS0691
 GS0691'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0691'56.6 KM (35.15 MI) NW FROM MERCURY.
 GS0691'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0691'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0691'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0691'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0691'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0691'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0691'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0691'2.7 MILES, 325 FEET EAST OF THE CENTERLINE OF THE ROAD.
 GS0691'THE MARK IS 6 FT  S FROM  A ROCK CAIRN
 GS0691
 GS0691                          STATION RECOVERY (1986)
 GS0691
 GS0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0691'RECOVERED IN GOOD CONDITION.
 GS0691
 GS0691                          STATION RECOVERY (1988)
 GS0691
 GS0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0691'RECOVERED IN GOOD CONDITION.
 GS0691
 GS0691                          STATION RECOVERY (1991)
 GS0691
 GS0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0691'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0691'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0691'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0691'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0691'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0691'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0691'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0691'2.7 MILES, 325 FEET EAST OF THE CENTERLINE OF THE ROAD.
 GS0691
 GS0691                          STATION RECOVERY (1993)
 GS0691
 GS0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0691'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0691'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0691'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0691'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0691'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0691'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0691'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.95 MILES (3.14 KM) TO A
 GS0691'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 2.7 MILES
 GS0691'(4.3 KM), 325 FEET (99.1 M) EAST OF THE CENTERLINE OF THE ROAD.
 GS0691
 GS0691                          STATION RECOVERY (1995)
 GS0691
 GS0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0691'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0188 ***********************************************************************
 KR0188  DESIGNATION -  5152
 KR0188  PID         -  KR0188
 KR0188  STATE/COUNTY-  NV/MINERAL
 KR0188  USGS QUAD   -  RAWHIDE (1980)
 KR0188
 KR0188                         *CURRENT SURVEY CONTROL
 KR0188  ___________________________________________________________________
 KR0188* NAD 83(1986)-  39 01 13.     (N)    118 23 39.     (W)     SCALED    
 KR0188* NAVD 88     -      1569.40   (+/-2cm)    5148.9    (feet)  VERTCON   
 KR0188  ___________________________________________________________________
 KR0188  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 KR0188
 KR0188  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0188
 KR0188.The horizontal coordinates were scaled from a topographic map and have
 KR0188.an estimated accuracy of +/- 6 seconds.
 KR0188
 KR0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0188.The vertical order pertains to the NGVD 29 superseded value.
 KR0188
 KR0188.The geoid height was determined by GEOID03.
 KR0188
 KR0188;                    North         East    Units  Estimated Accuracy
 KR0188;SPC NV W     - 4,473,870.      816,380.      MT  (+/- 180 meters Scaled)
 KR0188
 KR0188                          SUPERSEDED SURVEY CONTROL
 KR0188
 KR0188  NGVD 29 (??/??/92) 1568.30   (m)         5145.3    (f) COMPUTED    1 2
 KR0188
 KR0188.Superseded values are not recommended for survey control.
 KR0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0188.See file dsdata.txt to determine how the superseded data were derived.
 KR0188
 KR0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD793199(NAD 83)
 KR0188_MARKER: DD = SURVEY DISK
 KR0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0188_STAMPING: 5152 1908
 KR0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0188+STABILITY: SURFACE MOTION
 KR0188
 KR0188  HISTORY     - Date     Condition        Report By
 KR0188  HISTORY     - 1908     MONUMENTED       USGS
 KR0188  HISTORY     - 1955     GOOD             NGS
 KR0188
 KR0188                          STATION DESCRIPTION
 KR0188
 KR0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0188'0.3 MI NW FROM RAWHIDE.
 KR0188'0.3 MILE NORTHWEST ALONG A COUNTY GRADED ROAD FROM THE GRUTT BROTHERS
 KR0188'MINING COMPANY OFFICE AT RAWHIDE, ON THE TOP OF A SMALL RIDGE, ABOUT
 KR0188'65 YARDS SOUTH OF AND ACROSS THE ROAD FROM THE SOUTH BASE OF A
 KR0188'PROMINENT ROCKY KNOLL, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KR0188'ROAD, 1.4 FEET NORTHEAST OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN
 KR0188'THE ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 KR0188'1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0133 ***********************************************************************
 LR0133  DESIGNATION -  5154.3
 LR0133  PID         -  LR0133
 LR0133  STATE/COUNTY-  NV/EUREKA
 LR0133  USGS QUAD   -  PAPOOSE CANYON (1985)
 LR0133
 LR0133                         *CURRENT SURVEY CONTROL
 LR0133  ___________________________________________________________________
 LR0133* NAD 83(1986)-  40 24 09.     (N)    116 06 55.     (W)     SCALED    
 LR0133* NAVD 88     -      1572.24   (+/-2cm)    5158.3    (feet)  VERTCON   
 LR0133  ___________________________________________________________________
 LR0133  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 LR0133
 LR0133  VERT ORDER  -  ? (See Below)
 LR0133
 LR0133.The horizontal coordinates were scaled from a topographic map and have
 LR0133.an estimated accuracy of +/- 6 seconds.
 LR0133
 LR0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0133.The vertical order pertains to the NGVD 29 superseded value.
 LR0133
 LR0133.The geoid height was determined by GEOID03.
 LR0133
 LR0133;                    North         East    Units  Estimated Accuracy
 LR0133;SPC NV E     - 8,627,440.      154,850.      MT  (+/- 180 meters Scaled)
 LR0133
 LR0133                          SUPERSEDED SURVEY CONTROL
 LR0133
 LR0133  NGVD 29 (??/??/92) 1571.119  (m)         5154.58   (f) ADJ UNCH    ?  
 LR0133
 LR0133.Superseded values are not recommended for survey control.
 LR0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0133.See file dsdata.txt to determine how the superseded data were derived.
 LR0133
 LR0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE750728(NAD 83)
 LR0133_MARKER: N = NAIL
 LR0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0133_STAMPING: U.S.B.M. 5154.3
 LR0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0133+STABILITY: SURFACE MOTION
 LR0133
 LR0133  HISTORY     - Date     Condition        Report By
 LR0133  HISTORY     - UNK      MONUMENTED       USGS
 LR0133  HISTORY     - 1934     GOOD             NGS
 LR0133
 LR0133                          STATION DESCRIPTION
 LR0133
 LR0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LR0133'16.9 MI S FROM PALISADE.
 LR0133'ABOUT 16.9 MILES SOUTH ALONG THE ROAD LEADING TO EUREKA FROM PALISADE,
 LR0133'EUREKA COUNTY, ABOUT 0.2 MILE SOUTH OF SOME OLD RANCH BUILDINGS, AT
 LR0133'THE CROSSING OF AN EAST-AND-WEST FENCE AND THE EUREKA NEVADA RAILWAY,
 LR0133'AT THE DIVERGENCE OF THE ROAD FROM THE TRACK, 30 FEET WEST OF THE
 LR0133'ROAD, 15 FEET NORTH OF A FENCE CORNER, AND 3 FEET EAST OF A POLE
 LR0133'PAINTED U.S. B.M. 5154.3.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LR0133'COPPER NAIL AND WASHER, IN THE TOP OF A 4- BY 4-INCH POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0257 ***********************************************************************
 JR0257  DESIGNATION -  5178=E 13
 JR0257  PID         -  JR0257
 JR0257  STATE/COUNTY-  NV/MINERAL
 JR0257  USGS QUAD   -  BELLEVILLE (1982)
 JR0257
 JR0257                         *CURRENT SURVEY CONTROL
 JR0257  ___________________________________________________________________
 JR0257* NAD 83(1986)-  38 13 08.     (N)    118 10 58.     (W)     SCALED    
 JR0257* NAVD 88     -      1577.459  (meters)    5175.38   (feet)  ADJUSTED  
 JR0257  ___________________________________________________________________
 JR0257  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 JR0257  DYNAMIC HT  -        1575.780 (meters)    5169.87  (feet)  COMP
 JR0257  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 JR0257
 JR0257  VERT ORDER  -  FIRST     CLASS II
 JR0257
 JR0257.The horizontal coordinates were scaled from a topographic map and have
 JR0257.an estimated accuracy of +/- 6 seconds.
 JR0257
 JR0257.The orthometric height was determined by differential leveling
 JR0257.and adjusted by the National Geodetic Survey in June 1991..
 JR0257
 JR0257.The geoid height was determined by GEOID03.
 JR0257
 JR0257.The dynamic height is computed by dividing the NAVD 88
 JR0257.geopotential number by the normal gravity value computed on the
 JR0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0257.degrees latitude (g = 980.6199 gals.).
 JR0257
 JR0257.The modeled gravity was interpolated from observed gravity values.
 JR0257
 JR0257;                    North         East    Units  Estimated Accuracy
 JR0257;SPC NV W     - 4,384,970.      835,070.      MT  (+/- 180 meters Scaled)
 JR0257
 JR0257                          SUPERSEDED SURVEY CONTROL
 JR0257
 JR0257  NGVD 29 (??/??/92) 1576.28   (m)         5171.5    (f) COMPUTED    1 2
 JR0257
 JR0257.Superseded values are not recommended for survey control.
 JR0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0257.See file dsdata.txt to determine how the superseded data were derived.
 JR0257
 JR0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC964307(NAD 83)
 JR0257_MARKER: DD = SURVEY DISK
 JR0257_SETTING: 80 = SET IN A BOULDER
 JR0257_SP_SET: BOULDER
 JR0257_STAMPING: 5171.600 1913
 JR0257_MARK LOGO: USGS  
 JR0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0257+STABILITY: SURFACE MOTION
 JR0257
 JR0257  HISTORY     - Date     Condition        Report By
 JR0257  HISTORY     - 1913     MONUMENTED       USGS
 JR0257  HISTORY     - 1953     GOOD             NGS
 JR0257  HISTORY     - 1965     MARK NOT FOUND   NGS
 JR0257  HISTORY     - 1986     GOOD             NGS
 JR0257
 JR0257                          STATION DESCRIPTION
 JR0257
 JR0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0257'15.6 MI S FROM MINA.
 JR0257'9.4 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 JR0257'COMPANY RAILROAD STATION AT MINA, THENCE 6.2 MILES SOUTHWEST
 JR0257'ALONG A GRAVELED ROAD ON AN ABANDONED SOUTHERN PACIFIC COMPANY
 JR0257'RAILROAD BED, AT THE FORMER SITE OF THE BELLEVILLE STATION,
 JR0257'IN THE TOP OF A SMALL RED BOULDER PROJECTING 0.6 FOOT ABOVE
 JR0257'THE GROUND, 141.8 FEET NORTH OF THE NORTHEAST CONCRETE FOUNDATION
 JR0257'OF AN OLD WATER TANK, 44 1/2 FEET NORTHWEST OF THE CENTER LINE
 JR0257'OF THE ROAD, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 JR0257'THE ROAD.
 JR0257
 JR0257                          STATION RECOVERY (1965)
 JR0257
 JR0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JR0257'MARK NOT FOUND.
 JR0257
 JR0257                          STATION RECOVERY (1986)
 JR0257
 JR0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0257'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.2 KM (8.2
 JR0257'MI) SOUTH ALONG US HIGHWAY 95 FROM THE FIRE STATION IN MINA, THENCE
 JR0257'10.0 KM (6.2 MI) SOUTHWEST ALONG STATE HIGHWAY 360, 58.8 METERS (193
 JR0257'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 48.8 METERS (160 FT)
 JR0257'SOUTHEAST OF MILEPOST 17, 44.2 METERS (145 FT) NORTHEAST OF BENCHMARK
 JR0257'F 13, 39.9 METERS (131 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD,
 JR0257'21.5 METERS (70.5 FT) SOUTHWEST OF THE CENTER OF ANOTHER TRACK ROAD,
 JR0257'IN TOP AND CENTER OF A 0.3- BY 0.6-METER BOULDER RECESSED 10 CM BELOW
 JR0257'GROUND.
 JR0257'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JR0257'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0677 ***********************************************************************
 LR0677  DESIGNATION -  52
 LR0677  PID         -  LR0677
 LR0677  STATE/COUNTY-  NV/HUMBOLDT
 LR0677  USGS QUAD   -  POLE CREEK (1983)
 LR0677
 LR0677                         *CURRENT SURVEY CONTROL
 LR0677  ___________________________________________________________________
 LR0677* NAD 83(1986)-  40 59 46.     (N)    117 33 19.     (W)     SCALED    
 LR0677* NAVD 88     -      1330.408  (meters)    4364.85   (feet)  ADJUSTED  
 LR0677  ___________________________________________________________________
 LR0677  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 LR0677  DYNAMIC HT  -        1329.413 (meters)    4361.58  (feet)  COMP
 LR0677  MODELED GRAV-     979,830.3   (mgal)                       NAVD 88
 LR0677
 LR0677  VERT ORDER  -  FIRST     CLASS II
 LR0677
 LR0677.The horizontal coordinates were scaled from a topographic map and have
 LR0677.an estimated accuracy of +/- 6 seconds.
 LR0677
 LR0677.The orthometric height was determined by differential leveling
 LR0677.and adjusted by the National Geodetic Survey in June 1991..
 LR0677
 LR0677.The geoid height was determined by GEOID03.
 LR0677
 LR0677.The dynamic height is computed by dividing the NAVD 88
 LR0677.geopotential number by the normal gravity value computed on the
 LR0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0677.degrees latitude (g = 980.6199 gals.).
 LR0677
 LR0677.The modeled gravity was interpolated from observed gravity values.
 LR0677
 LR0677;                    North         East    Units  Estimated Accuracy
 LR0677;SPC NV W     - 4,693,720.      886,490.      MT  (+/- 180 meters Scaled)
 LR0677
 LR0677                          SUPERSEDED SURVEY CONTROL
 LR0677
 LR0677  NGVD 29 (??/??/92) 1329.390  (m)         4361.51   (f) ADJ UNCH    1 2
 LR0677
 LR0677.Superseded values are not recommended for survey control.
 LR0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0677.See file dsdata.txt to determine how the superseded data were derived.
 LR0677
 LR0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF532384(NAD 83)
 LR0677_MARKER: DD = SURVEY DISK
 LR0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0677_STAMPING: BM I-001-3 (2) 52
 LR0677_MARK LOGO: NVDH  
 LR0677_PROJECTION: FLUSH
 LR0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0677+STABILITY: SURFACE MOTION
 LR0677
 LR0677  HISTORY     - Date     Condition        Report By
 LR0677  HISTORY     - UNK      MONUMENTED       NVDH
 LR0677  HISTORY     - 1958     GOOD             NGS
 LR0677  HISTORY     - 1984     GOOD             NGS
 LR0677
 LR0677                          STATION DESCRIPTION
 LR0677
 LR0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0677'4.7 MI NW FROM GOLCONDA.
 LR0677'4.7 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT
 LR0677'GOLCONDA, 0.1 MILE NORTHWEST OF A POINT WHERE POWER LINE CROSSES
 LR0677'HIGHWAY, 99.0 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 3.0 FEET
 LR0677'NORTHEAST OF A METAL WITNESS POST, 2.2 FEET NORTHEAST OF A FENCE LINE,
 LR0677'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LR0677
 LR0677                          STATION RECOVERY (1984)
 LR0677
 LR0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0677'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.8 KM
 LR0677'(4.85 MI) NORTHWEST ALONG INTERSTATE 80 FROM THE MORRISON AVENUE
 LR0677'OVERPASS BRIDGE AT GOLCONDA, 0.8 KM (0.5 MI) SOUTHEAST OF MILEPOST
 LR0677'189, 0.15 KM (0.1 MI) NORTHWEST OF A POWER LINE CROSSING, 32.3 METERS
 LR0677'(106 FT) SOUTHWEST OF THE EAST BOUND HIGHWAY CENTERLINE, 58.8 METERS
 LR0677'(193 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, 11.6 METERS (38 FT)
 LR0677'NORTHWEST OF THE EXTENDED CENTER OF A DIRT ROAD LEADING NORTHEAST AND
 LR0677'0.9 METERS (3 FT) NORTHEAST OF A STEEL POST.
 LR0677'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 LR0677'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0595 ***********************************************************************
 MU0595  DESIGNATION -  52 BKC
 MU0595  PID         -  MU0595
 MU0595  STATE/COUNTY-  NV/ELKO
 MU0595  USGS QUAD   -  HUMBOLDT HILL (1973)
 MU0595
 MU0595                         *CURRENT SURVEY CONTROL
 MU0595  ___________________________________________________________________
 MU0595* NAD 83(1986)-  41 31 22.     (N)    116 58 27.     (W)     SCALED    
 MU0595* NAVD 88     -      1610.625  (meters)    5284.19   (feet)  POSTED    
 MU0595  ___________________________________________________________________
 MU0595  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 MU0595  DYNAMIC HT  -        1609.440 (meters)    5280.30  (feet)  COMP
 MU0595  MODELED GRAV-     979,827.8   (mgal)                       NAVD 88
 MU0595
 MU0595  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0595
 MU0595.The horizontal coordinates were scaled from a topographic map and have
 MU0595.an estimated accuracy of +/- 6 seconds.
 MU0595
 MU0595.The orthometric height was determined by differential leveling
 MU0595.and adjusted by the National Geodetic Survey in 1992..
 MU0595.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0595.rate of 0.0 thru 1.0 mm/km.
 MU0595
 MU0595.The geoid height was determined by GEOID03.
 MU0595
 MU0595.The dynamic height is computed by dividing the NAVD 88
 MU0595.geopotential number by the normal gravity value computed on the
 MU0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0595.degrees latitude (g = 980.6199 gals.).
 MU0595
 MU0595.The modeled gravity was interpolated from observed gravity values.
 MU0595
 MU0595;                    North         East    Units  Estimated Accuracy
 MU0595;SPC NV E     - 8,752,630.       83,920.      MT  (+/- 180 meters Scaled)
 MU0595
 MU0595                          SUPERSEDED SURVEY CONTROL
 MU0595
 MU0595.No superseded survey control is available for this station.
 MU0595
 MU0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF021967(NAD 83)
 MU0595_MARKER: DD = SURVEY DISK
 MU0595_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0595_SP_SET: COPPER-CLAD STEEL ROD
 MU0595_STAMPING: 52 BKC 1973 5280
 MU0595_MARK LOGO: USGS  
 MU0595_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0595+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0595
 MU0595  HISTORY     - Date     Condition        Report By
 MU0595  HISTORY     - 1973     MONUMENTED       USGS
 MU0595
 MU0595                          STATION DESCRIPTION
 MU0595
 MU0595'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0595'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0595'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0595'THENCE 19.3 MILES WEST ALONG ROAD TO A T-ROAD NORTH, 1.7 MILES
 MU0595'SOUTHEAST AND 3.9 MILES NORTHEAST OF LITTLE HUMBOLT RANCH, 167 FEET
 MU0595'EAST OF T-ROAD, 26 FEET NORTH OF THE CENTERLINE OF THE ROAD, 4 FEET
 MU0595'NORTH OF A CAIRN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK
 MU0595'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0470 ***********************************************************************
 JP0470  DESIGNATION -  52 DOR
 JP0470  PID         -  JP0470
 JP0470  STATE/COUNTY-  NV/LINCOLN
 JP0470  USGS QUAD   -  BRISTOL WELL (1980)
 JP0470
 JP0470                         *CURRENT SURVEY CONTROL
 JP0470  ___________________________________________________________________
 JP0470* NAD 83(1986)-  38 07 19.     (N)    114 39 13.     (W)     SCALED    
 JP0470* NAVD 88     -      1777.330  (meters)    5831.12   (feet)  ADJUSTED  
 JP0470  ___________________________________________________________________
 JP0470  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 JP0470  DYNAMIC HT  -        1775.356 (meters)    5824.65  (feet)  COMP
 JP0470  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 JP0470
 JP0470  VERT ORDER  -  SECOND    CLASS 0
 JP0470
 JP0470.The horizontal coordinates were scaled from a topographic map and have
 JP0470.an estimated accuracy of +/- 6 seconds.
 JP0470
 JP0470.The orthometric height was determined by differential leveling
 JP0470.and adjusted by the National Geodetic Survey in June 1991..
 JP0470
 JP0470.The geoid height was determined by GEOID03.
 JP0470
 JP0470.The dynamic height is computed by dividing the NAVD 88
 JP0470.geopotential number by the normal gravity value computed on the
 JP0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0470.degrees latitude (g = 980.6199 gals.).
 JP0470
 JP0470.The modeled gravity was interpolated from observed gravity values.
 JP0470
 JP0470;                    North         East    Units  Estimated Accuracy
 JP0470;SPC NV E     - 8,374,550.      281,520.      MT  (+/- 180 meters Scaled)
 JP0470
 JP0470                          SUPERSEDED SURVEY CONTROL
 JP0470
 JP0470  NGVD 29 (??/??/92) 1776.16   (m)         5827.3    (f) COMPUTED    2 0
 JP0470
 JP0470.Superseded values are not recommended for survey control.
 JP0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0470.See file dsdata.txt to determine how the superseded data were derived.
 JP0470
 JP0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC056219(NAD 83)
 JP0470_MARKER: DD = SURVEY DISK
 JP0470_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0470_SP_SET: COPPER-CLAD STEEL ROD
 JP0470_STAMPING: 52 DOR 1968 5828
 JP0470_MARK LOGO: USGS  
 JP0470_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0470+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0470
 JP0470  HISTORY     - Date     Condition        Report By
 JP0470  HISTORY     - 1968     MONUMENTED       USGS
 JP0470
 JP0470                          STATION DESCRIPTION
 JP0470
 JP0470'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0470'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0470'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 4.7 MILES
 JP0470'WEST, AT THE TOP OF A RISE, 48 FEET NORTHWEST AND 2 FEET LOWER THAN
 JP0470'THE ROAD, 1.5 FEET EAST OF A WITNESS SIGN, SET ON A COPPER-COATED ROD
 JP0470'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0632 ***********************************************************************
 JP0632  DESIGNATION -  52 DOR
 JP0632  PID         -  JP0632
 JP0632  STATE/COUNTY-  NV/LINCOLN
 JP0632  USGS QUAD   -  THE GOUGE EYE (1978)
 JP0632
 JP0632                         *CURRENT SURVEY CONTROL
 JP0632  ___________________________________________________________________
 JP0632* NAD 83(1986)-  38 36 58.     (N)    114 24 28.     (W)     SCALED    
 JP0632* NAVD 88     -      1864.453  (meters)    6116.96   (feet)  ADJUSTED  
 JP0632  ___________________________________________________________________
 JP0632  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 JP0632  DYNAMIC HT  -        1862.417 (meters)    6110.28  (feet)  COMP
 JP0632  MODELED GRAV-     979,470.1   (mgal)                       NAVD 88
 JP0632
 JP0632  VERT ORDER  -  SECOND    CLASS 0
 JP0632
 JP0632.The horizontal coordinates were scaled from a topographic map and have
 JP0632.an estimated accuracy of +/- 6 seconds.
 JP0632
 JP0632.The orthometric height was determined by differential leveling
 JP0632.and adjusted by the National Geodetic Survey in August 1995..
 JP0632
 JP0632.The geoid height was determined by GEOID03.
 JP0632
 JP0632.The dynamic height is computed by dividing the NAVD 88
 JP0632.geopotential number by the normal gravity value computed on the
 JP0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0632.degrees latitude (g = 980.6199 gals.).
 JP0632
 JP0632.The modeled gravity was interpolated from observed gravity values.
 JP0632
 JP0632;                    North         East    Units  Estimated Accuracy
 JP0632;SPC NV E     - 8,429,640.      302,370.      MT  (+/- 180 meters Scaled)
 JP0632
 JP0632                          SUPERSEDED SURVEY CONTROL
 JP0632
 JP0632.No superseded survey control is available for this station.
 JP0632
 JP0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC256773(NAD 83)
 JP0632_MARKER: DD = SURVEY DISK
 JP0632_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0632_SP_SET: COPPER-CLAD STEEL ROD
 JP0632_STAMPING: 52 DOR 1973 6113
 JP0632_MARK LOGO: USGS  
 JP0632_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0632
 JP0632  HISTORY     - Date     Condition        Report By
 JP0632  HISTORY     - 1973     MONUMENTED       USGS
 JP0632
 JP0632                          STATION DESCRIPTION
 JP0632
 JP0632'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0632'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0632'ROAD TO THE MAIN ROAD, THENCE 11.5 MILES NORTH ALONG THE MAIN ROAD TO
 JP0632'A CATTLEGUARD, 110 FEET SOUTH OF A BURIED PIPELINE, 110 FEET EAST OF
 JP0632'A BLM TABLET STAMPED  COTTONWOOD SEEDING FENCE CATTLEGUARD NE 1/4 NE
 JP0632'1/4 SEC 25, 90 FEET EAST OF THE CENTERLINE OF THE ROAD AT THE
 JP0632'CATTLEGUARD, 43 FEET WEST OF A T-FENCE NORTH, 0.5 FOOT NORTH OF A
 JP0632'FENCE,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED
 JP0632'IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0095 ***********************************************************************
 MT0095  DESIGNATION -  52 GWM
 MT0095  PID         -  MT0095
 MT0095  STATE/COUNTY-  NV/ELKO
 MT0095  USGS QUAD   -  VALLEY PASS (1976)
 MT0095
 MT0095                         *CURRENT SURVEY CONTROL
 MT0095  ___________________________________________________________________
 MT0095* NAD 83(1986)-  41 09 16.     (N)    114 27 27.     (W)     SCALED    
 MT0095* NAVD 88     -      1851.573  (meters)    6074.70   (feet)  ADJUSTED  
 MT0095  ___________________________________________________________________
 MT0095  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 MT0095  DYNAMIC HT  -        1850.023 (meters)    6069.62  (feet)  COMP
 MT0095  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 MT0095
 MT0095  VERT ORDER  -  FIRST     CLASS II
 MT0095
 MT0095.The horizontal coordinates were scaled from a topographic map and have
 MT0095.an estimated accuracy of +/- 6 seconds.
 MT0095
 MT0095.The orthometric height was determined by differential leveling
 MT0095.and adjusted by the National Geodetic Survey in June 1991..
 MT0095
 MT0095.The geoid height was determined by GEOID03.
 MT0095
 MT0095.The dynamic height is computed by dividing the NAVD 88
 MT0095.geopotential number by the normal gravity value computed on the
 MT0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0095.degrees latitude (g = 980.6199 gals.).
 MT0095
 MT0095.The modeled gravity was interpolated from observed gravity values.
 MT0095
 MT0095;                    North         East    Units  Estimated Accuracy
 MT0095;SPC NV E     - 8,711,410.      294,490.      MT  (+/- 180 meters Scaled)
 MT0095
 MT0095                          SUPERSEDED SURVEY CONTROL
 MT0095
 MT0095.No superseded survey control is available for this station.
 MT0095
 MT0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF133590(NAD 83)
 MT0095_MARKER: DD = SURVEY DISK
 MT0095_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MT0095_STAMPING: 6071 GWM 52 1939
 MT0095_MARK LOGO: USGS  
 MT0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0095+STABILITY: SURFACE MOTION
 MT0095
 MT0095  HISTORY     - Date     Condition        Report By
 MT0095  HISTORY     - 1939     MONUMENTED       USGS
 MT0095  HISTORY     - 1953     GOOD             NGS
 MT0095  HISTORY     - 1984     GOOD             NGS
 MT0095
 MT0095                          STATION DESCRIPTION
 MT0095
 MT0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0095'IN VALLEY PASS.
 MT0095'AT VALLEY PASS, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 0.1 MILE
 MT0095'NORTHWEST OF THE STATION, AT THE SECTION BUILDINGS, IN THE TOP OF THE
 MT0095'NORTHWEST WALL OF THE FORMER FOUNDATION FOR A WATER TANK, 30 FEET
 MT0095'SOUTHWEST OF A TELEGRAPH POLE WITH A METAL TAG STAMPED 6070.9, 20.9
 MT0095'FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK, 1.6 FEET
 MT0095'SOUTHWEST OF THE NORTH CORNER OF THE FOUNDATION, ABOUT LEVEL WITH THE
 MT0095'TRACK.
 MT0095
 MT0095                          STATION RECOVERY (1984)
 MT0095
 MT0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0095'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.25 KM
 MT0095'(13.9 MI) SOUTHWEST ALONG STATE HIGHWAY 233 FROM THE POST OFFICE AT
 MT0095'MONTELLO, THENCE 10.8 KM (6.75 MI) NORTHWEST ALONG THE SOUTHERN
 MT0095'PACIFIC RAILROAD, IN TOP OF THE NORTH CORNER OF AN ABANDON 4 BY 4 FOOT
 MT0095'CONCRETE FOUNDATION WALL, 0.5 KM (0.3 MI) NORTHWEST OF MILEPOLE 641,
 MT0095'6.4 METERS (21 FT) NORTHEAST OF THE NORTHEAST RAIL AND 33.8 METERS
 MT0095'(111 FT) SOUTHEAST OF THE SOUTHEAST END OF THE VALLEY PASS SIDE TRACK.
 MT0095'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0416 ***********************************************************************
 NW0416  DESIGNATION -  52 HEI
 NW0416  PID         -  NW0416
 NW0416  STATE/COUNTY-  NV/HUMBOLDT
 NW0416  USGS QUAD   -  STAR VALLEY KNOLL (1982)
 NW0416
 NW0416                         *CURRENT SURVEY CONTROL
 NW0416  ___________________________________________________________________
 NW0416* NAD 83(1986)-  42 03 26.     (N)    117 05 43.     (W)     SCALED    
 NW0416* NAVD 88     -      1638.169  (meters)    5374.56   (feet)  POSTED    
 NW0416  ___________________________________________________________________
 NW0416  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 NW0416  DYNAMIC HT  -        1637.030 (meters)    5370.82  (feet)  COMP
 NW0416  MODELED GRAV-     979,866.6   (mgal)                       NAVD 88
 NW0416
 NW0416  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0416
 NW0416.The horizontal coordinates were scaled from a topographic map and have
 NW0416.an estimated accuracy of +/- 6 seconds.
 NW0416
 NW0416.The orthometric height was determined by differential leveling
 NW0416.and adjusted by the National Geodetic Survey in 1992..
 NW0416.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0416.rate of 0.0 thru 1.0 mm/km.
 NW0416
 NW0416.The geoid height was determined by GEOID03.
 NW0416
 NW0416.The dynamic height is computed by dividing the NAVD 88
 NW0416.geopotential number by the normal gravity value computed on the
 NW0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0416.degrees latitude (g = 980.6199 gals.).
 NW0416
 NW0416.The modeled gravity was interpolated from observed gravity values.
 NW0416
 NW0416;                    North         East    Units  Estimated Accuracy
 NW0416;SPC NV W     - 4,812,130.      923,170.      MT  (+/- 180 meters Scaled)
 NW0416
 NW0416                          SUPERSEDED SURVEY CONTROL
 NW0416
 NW0416.No superseded survey control is available for this station.
 NW0416
 NW0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG921561(NAD 83)
 NW0416_MARKER: DD = SURVEY DISK
 NW0416_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0416_SP_SET: COPPER-CLAD STEEL ROD
 NW0416_STAMPING: 52 HEI 1974 5371
 NW0416_MARK LOGO: USGS  
 NW0416_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0416+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NW0416
 NW0416  HISTORY     - Date     Condition        Report By
 NW0416  HISTORY     - 1974     MONUMENTED       USGS
 NW0416
 NW0416                          STATION DESCRIPTION
 NW0416
 NW0416'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0416'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0416'ROAD TO A Y-ROAD, THENCE 7.75 MILES NORTHWEST AND GENERALLY WEST, 52
 NW0416'FEET SOUTH AND 1.5 FEET HIGHER THAN THE CENTERLINE OF THE ROAD
 NW0416'(CAIRN), SET ON COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC
 NW0416'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0528 ***********************************************************************
 LS0528  DESIGNATION -  52 HJH
 LS0528  PID         -  LS0528
 LS0528  STATE/COUNTY-  NV/PERSHING
 LS0528  USGS QUAD   -  KUMIVA PEAK (1990)
 LS0528
 LS0528                         *CURRENT SURVEY CONTROL
 LS0528  ___________________________________________________________________
 LS0528* NAD 83(1986)-  40 28 55.     (N)    119 20 02.     (W)     SCALED    
 LS0528* NAVD 88     -      1413.277  (meters)    4636.73   (feet)  ADJUSTED  
 LS0528  ___________________________________________________________________
 LS0528  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 LS0528  DYNAMIC HT  -        1412.137 (meters)    4632.99  (feet)  COMP
 LS0528  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 LS0528
 LS0528  VERT ORDER  -  SECOND    CLASS 0
 LS0528
 LS0528.The horizontal coordinates were scaled from a topographic map and have
 LS0528.an estimated accuracy of +/- 6 seconds.
 LS0528
 LS0528.The orthometric height was determined by differential leveling
 LS0528.and adjusted by the National Geodetic Survey in June 1991..
 LS0528
 LS0528.The geoid height was determined by GEOID03.
 LS0528
 LS0528.The dynamic height is computed by dividing the NAVD 88
 LS0528.geopotential number by the normal gravity value computed on the
 LS0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0528.degrees latitude (g = 980.6199 gals.).
 LS0528
 LS0528.The modeled gravity was interpolated from observed gravity values.
 LS0528
 LS0528;                    North         East    Units  Estimated Accuracy
 LS0528;SPC NV W     - 4,636,390.      736,370.      MT  (+/- 180 meters Scaled)
 LS0528
 LS0528                          SUPERSEDED SURVEY CONTROL
 LS0528
 LS0528  NGVD 29 (??/??/92) 1412.228  (m)         4633.28   (f) ADJ UNCH    2 0
 LS0528
 LS0528.Superseded values are not recommended for survey control.
 LS0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0528.See file dsdata.txt to determine how the superseded data were derived.
 LS0528
 LS0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE021838(NAD 83)
 LS0528_MARKER: DB = BENCH MARK DISK
 LS0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0528_SP_SET: CONCRETE POST
 LS0528_STAMPING: 52 HJH 1962 4633
 LS0528_MARK LOGO: USGS  
 LS0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0528+STABILITY: SURFACE MOTION
 LS0528
 LS0528  HISTORY     - Date     Condition        Report By
 LS0528  HISTORY     - 1962     MONUMENTED       USGS
 LS0528
 LS0528                          STATION DESCRIPTION
 LS0528
 LS0528'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0528'20.3 KM (12.60 MI) SOUTH FROM GERLACH.
 LS0528'12.6 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34 ABOUT 45 YARDS
 LS0528'NORTHEAST OF A TRACK ROAD HEADING EAST AND 48 FEET EAST OF THE
 LS0528'HIGHWAY CENTERLINE.
 LS0528'THE MARK IS 2.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0649 ***********************************************************************
 LS0649  DESIGNATION -  52 LRC
 LS0649  PID         -  LS0649
 LS0649  STATE/COUNTY-  NV/HUMBOLDT
 LS0649  USGS QUAD   -  BLACK ROCK POINT EAST (1981)
 LS0649
 LS0649                         *CURRENT SURVEY CONTROL
 LS0649  ___________________________________________________________________
 LS0649* NAD 83(1986)-  40 54 09.     (N)    118 55 09.     (W)     SCALED    
 LS0649* NAVD 88     -      1194.614  (meters)    3919.33   (feet)  ADJUSTED  
 LS0649  ___________________________________________________________________
 LS0649  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 LS0649  DYNAMIC HT  -        1193.748 (meters)    3916.49  (feet)  COMP
 LS0649  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 LS0649
 LS0649  VERT ORDER  -  SECOND    CLASS 0
 LS0649
 LS0649.The horizontal coordinates were scaled from a topographic map and have
 LS0649.an estimated accuracy of +/- 6 seconds.
 LS0649
 LS0649.The orthometric height was determined by differential leveling
 LS0649.and adjusted by the National Geodetic Survey in June 1991..
 LS0649
 LS0649.The geoid height was determined by GEOID03.
 LS0649
 LS0649.The dynamic height is computed by dividing the NAVD 88
 LS0649.geopotential number by the normal gravity value computed on the
 LS0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0649.degrees latitude (g = 980.6199 gals.).
 LS0649
 LS0649.The modeled gravity was interpolated from observed gravity values.
 LS0649
 LS0649;                    North         East    Units  Estimated Accuracy
 LS0649;SPC NV W     - 4,682,870.      771,710.      MT  (+/- 180 meters Scaled)
 LS0649
 LS0649                          SUPERSEDED SURVEY CONTROL
 LS0649
 LS0649  NGVD 29 (??/??/92) 1193.62   (m)         3916.1    (f) COMPUTED    2 0
 LS0649
 LS0649.Superseded values are not recommended for survey control.
 LS0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0649.See file dsdata.txt to determine how the superseded data were derived.
 LS0649
 LS0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF383297(NAD 83)
 LS0649_MARKER: DD = SURVEY DISK
 LS0649_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LS0649_SP_SET: PREFAB CONC. POST IN EARTH
 LS0649_STAMPING: 52 LRC 1972 3916
 LS0649_MARK LOGO: USGS  
 LS0649_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LS0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0649+SATELLITE: SATELLITE OBSERVATIONS - 1972
 LS0649
 LS0649  HISTORY     - Date     Condition        Report By
 LS0649  HISTORY     - 1972     MONUMENTED       USGS
 LS0649
 LS0649                          STATION DESCRIPTION
 LS0649
 LS0649'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LS0649'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 LS0649'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 LS0649'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST ALONG TRACK
 LS0649'ROAD TO CROSSROADS, 1.4 MILES SOUTH OF QUINN RIVER CROSSING, 588 FEET
 LS0649'NORTHEAST OF THE ROAD FORK AND 75 FEET SOUTHEAST OF A
 LS0649'SOUTHWEST-NORTHEAST ROAD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0486 ***********************************************************************
 MU0486  DESIGNATION -  52 O
 MU0486  PID         -  MU0486
 MU0486  STATE/COUNTY-  NV/LANDER
 MU0486  USGS QUAD   -  SANTA RENIA FIELDS (1970)
 MU0486
 MU0486                         *CURRENT SURVEY CONTROL
 MU0486  ___________________________________________________________________
 MU0486* NAD 83(1986)-  41 06 27.     (N)    116 27 44.     (W)     SCALED    
 MU0486* NAVD 88     -      1658.875  (meters)    5442.49   (feet)  POSTED    
 MU0486  ___________________________________________________________________
 MU0486  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 MU0486  DYNAMIC HT  -        1657.520 (meters)    5438.05  (feet)  COMP
 MU0486  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 MU0486
 MU0486  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0486
 MU0486.The horizontal coordinates were scaled from a topographic map and have
 MU0486.an estimated accuracy of +/- 6 seconds.
 MU0486
 MU0486.The orthometric height was determined by differential leveling
 MU0486.and adjusted by the National Geodetic Survey in 1992..
 MU0486.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0486.rate of 0.0 thru 1.0 mm/km.
 MU0486
 MU0486.The geoid height was determined by GEOID03.
 MU0486
 MU0486.The dynamic height is computed by dividing the NAVD 88
 MU0486.geopotential number by the normal gravity value computed on the
 MU0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0486.degrees latitude (g = 980.6199 gals.).
 MU0486
 MU0486.The modeled gravity was interpolated from observed gravity values.
 MU0486
 MU0486;                    North         East    Units  Estimated Accuracy
 MU0486;SPC NV C     - 6,705,600.      517,170.      MT  (+/- 180 meters Scaled)
 MU0486
 MU0486                          SUPERSEDED SURVEY CONTROL
 MU0486
 MU0486.No superseded survey control is available for this station.
 MU0486
 MU0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF451508(NAD 83)
 MU0486_MARKER: DD = SURVEY DISK
 MU0486_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MU0486_SP_SET: PREFAB CONC. POST IN EARTH
 MU0486_STAMPING: 52 O 1963
 MU0486_MARK LOGO: USGS  
 MU0486_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0486+SATELLITE: SATELLITE OBSERVATIONS - 1963
 MU0486
 MU0486  HISTORY     - Date     Condition        Report By
 MU0486  HISTORY     - 1963     MONUMENTED       USGS
 MU0486
 MU0486                          STATION DESCRIPTION
 MU0486
 MU0486'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MU0486'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 MU0486'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 MU0486'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 MU0486'NORTHEAST ALONG ROAD, THENCE 29.1 MILES NORTHEAST ALONG ROAD, 6.0
 MU0486'MILES NORTHEAST OF TIE CORRAL RANCH, 37 FEET EAST OF THE CENTERLINE OF
 MU0486'THE ROAD AT A GATE CROSSING AND 2 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0692 ***********************************************************************
 GS0692  DESIGNATION -  52 TJS
 GS0692  PID         -  GS0692
 GS0692  STATE/COUNTY-  NV/NYE
 GS0692  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0692
 GS0692                         *CURRENT SURVEY CONTROL
 GS0692  ___________________________________________________________________
 GS0692* NAD 83(1986)-  36 48 44.     (N)    116 26 39.     (W)     SCALED    
 GS0692* NAVD 88     -      1155.045  (meters)    3789.51   (feet)  ADJUSTED  
 GS0692  ___________________________________________________________________
 GS0692  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 GS0692  DYNAMIC HT  -        1153.776 (meters)    3785.35  (feet)  COMP
 GS0692  MODELED GRAV-     979,493.4   (mgal)                       NAVD 88
 GS0692
 GS0692  VERT ORDER  -  FIRST     CLASS I
 GS0692
 GS0692.The horizontal coordinates were scaled from a topographic map and have
 GS0692.an estimated accuracy of +/- 6 seconds.
 GS0692
 GS0692.The orthometric height was determined by differential leveling
 GS0692.and adjusted by the National Geodetic Survey in May 2004..
 GS0692
 GS0692.The geoid height was determined by GEOID03.
 GS0692
 GS0692.The dynamic height is computed by dividing the NAVD 88
 GS0692.geopotential number by the normal gravity value computed on the
 GS0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0692.degrees latitude (g = 980.6199 gals.).
 GS0692
 GS0692.The modeled gravity was interpolated from observed gravity values.
 GS0692
 GS0692;                    North         East    Units  Estimated Accuracy
 GS0692;SPC NV C     - 6,228,810.      519,850.      MT  (+/- 180 meters Scaled)
 GS0692
 GS0692                          SUPERSEDED SURVEY CONTROL
 GS0692
 GS0692  NAVD 88 (??/??/92) 1155.049  (m)         3789.52   (f) UNKNOWN     3 0
 GS0692  NGVD 29 (05/01/91) 1154.138  (m)         3786.53   (f) ADJUSTED    1 1
 GS0692
 GS0692.Superseded values are not recommended for survey control.
 GS0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0692.See file dsdata.txt to determine how the superseded data were derived.
 GS0692
 GS0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA495741(NAD 83)
 GS0692_MARKER: DB = BENCH MARK DISK
 GS0692_SETTING: 0 = UNSPECIFIED SETTING
 GS0692_STAMPING: 52 TJS 1983
 GS0692_MARK LOGO: USGS  
 GS0692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0692
 GS0692  HISTORY     - Date     Condition        Report By
 GS0692  HISTORY     - 1983     MONUMENTED       USGS
 GS0692  HISTORY     - 1986     GOOD             USGS
 GS0692  HISTORY     - 1988     GOOD             USGS
 GS0692  HISTORY     - 19910422 GOOD             USGS
 GS0692  HISTORY     - 19930203 GOOD             USGS
 GS0692  HISTORY     - 19950208 GOOD             USGS
 GS0692
 GS0692                          STATION DESCRIPTION
 GS0692
 GS0692'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0692'56.1 KM (34.85 MI) NW FROM MERCURY.
 GS0692'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0692'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0692'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0692'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0692'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0692'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0692'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0692'2.4 MILES, 155 FEET WEST OF THE CENTERLINE OF THE ROAD.
 GS0692'THE MARK IS 7 FT  S FROM  A ROCK CAIRN
 GS0692
 GS0692                          STATION RECOVERY (1986)
 GS0692
 GS0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0692'RECOVERED IN GOOD CONDITION.
 GS0692
 GS0692                          STATION RECOVERY (1988)
 GS0692
 GS0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0692'RECOVERED IN GOOD CONDITION.
 GS0692
 GS0692                          STATION RECOVERY (1991)
 GS0692
 GS0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0692'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0692'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0692'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0692'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0692'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0692'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0692'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0692'2.4 MILES, 155 FEET WEST OF THE CENTERLINE OF THE ROAD.
 GS0692
 GS0692                          STATION RECOVERY (1993)
 GS0692
 GS0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0692'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0692'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0692'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0692'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0692'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0692'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0692'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.95 MILES (3.14 KM) TO A
 GS0692'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 2.4 MILES
 GS0692'(3.9 KM), 155 FEET (47.2 M) WEST OF THE CENTERLINE OF THE ROAD.
 GS0692
 GS0692                          STATION RECOVERY (1995)
 GS0692
 GS0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0692'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0028 ***********************************************************************
 KR0028  DESIGNATION -  5288
 KR0028  PID         -  KR0028
 KR0028  STATE/COUNTY-  NV/CHURCHILL
 KR0028  USGS QUAD   -  COX CANYON (1969)
 KR0028
 KR0028                         *CURRENT SURVEY CONTROL
 KR0028  ___________________________________________________________________
 KR0028* NAD 83(1986)-  39 40 24.     (N)    118 15 44.     (W)     SCALED    
 KR0028* NAVD 88     -      1610.631  (meters)    5284.21   (feet)  ADJUSTED  
 KR0028  ___________________________________________________________________
 KR0028  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 KR0028  DYNAMIC HT  -        1609.181 (meters)    5279.45  (feet)  COMP
 KR0028  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 KR0028
 KR0028  VERT ORDER  -  FIRST     CLASS II
 KR0028
 KR0028.The horizontal coordinates were scaled from a topographic map and have
 KR0028.an estimated accuracy of +/- 6 seconds.
 KR0028
 KR0028.The orthometric height was determined by differential leveling
 KR0028.and adjusted by the National Geodetic Survey in June 1991..
 KR0028
 KR0028.The geoid height was determined by GEOID03.
 KR0028
 KR0028.The dynamic height is computed by dividing the NAVD 88
 KR0028.geopotential number by the normal gravity value computed on the
 KR0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0028.degrees latitude (g = 980.6199 gals.).
 KR0028
 KR0028.The modeled gravity was interpolated from observed gravity values.
 KR0028
 KR0028;                    North         East    Units  Estimated Accuracy
 KR0028;SPC NV W     - 4,546,400.      827,550.      MT  (+/- 180 meters Scaled)
 KR0028
 KR0028                          SUPERSEDED SURVEY CONTROL
 KR0028
 KR0028  NGVD 29 (??/??/92) 1609.619  (m)         5280.89   (f) ADJ UNCH    1 2
 KR0028
 KR0028.Superseded values are not recommended for survey control.
 KR0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0028.See file dsdata.txt to determine how the superseded data were derived.
 KR0028
 KR0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD917922(NAD 83)
 KR0028_MARKER: DD = SURVEY DISK
 KR0028_SETTING: 80 = SET IN A BOULDER
 KR0028_SP_SET: BOULDER
 KR0028_STAMPING: 5288 1908
 KR0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0028+STABILITY: SURFACE MOTION
 KR0028
 KR0028  HISTORY     - Date     Condition        Report By
 KR0028  HISTORY     - 1908     MONUMENTED       USGS
 KR0028  HISTORY     - 1955     GOOD             NGS
 KR0028
 KR0028                          STATION DESCRIPTION
 KR0028
 KR0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0028'6.7 MI NE FROM DESERT WELL.
 KR0028'1.1 MILES NORTHEAST ALONG A TRACK ROAD FROM DESERT WELL, THENCE 2.0
 KR0028'MILES NORTHEAST ALONG A COUNTY GRADED ROAD, THENCE 1.4 MILES SOUTHEAST
 KR0028'ALONG A GRADED ROAD, THENCE 2.2 MILES SOUTHEAST ALONG A TRACK ROAD, IN
 KR0028'THE TOP OF A GRANITE OUTCROP, AT THE BASE OF A HUGE BOULDER MARKED BY
 KR0028'THE WHITE PAINTED LETTERS BM ABOUT 4 1/2 FEET ABOVE THE GROUND, 285
 KR0028'FEET NORTHWEST OF AN OLD TRAIL LEADING NORTHEAST, 17 FEET SOUTHWEST OF
 KR0028'THE CENTER LINE OF THE ROAD, 12 1/2 FEET SOUTH OF ABOUT A 20- BY
 KR0028'12-FOOT BOULDER, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND 1.2 FEET
 KR0028'ABOVE THE GROUND.  NOTE-- SLANTING DISK.  ROD HELD OVER THE LETTERS
 KR0028'U.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0678 ***********************************************************************
 LR0678  DESIGNATION -  53
 LR0678  PID         -  LR0678
 LR0678  STATE/COUNTY-  NV/HUMBOLDT
 LR0678  USGS QUAD   -  POLE CREEK (1983)
 LR0678
 LR0678                         *CURRENT SURVEY CONTROL
 LR0678  ___________________________________________________________________
 LR0678* NAD 83(1986)-  40 59 23.     (N)    117 33 00.     (W)     SCALED    
 LR0678* NAVD 88     -      1334.639  (meters)    4378.73   (feet)  ADJUSTED  
 LR0678  ___________________________________________________________________
 LR0678  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 LR0678  DYNAMIC HT  -        1333.635 (meters)    4375.43  (feet)  COMP
 LR0678  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 LR0678
 LR0678  VERT ORDER  -  SECOND    CLASS 0
 LR0678
 LR0678.The horizontal coordinates were scaled from a topographic map and have
 LR0678.an estimated accuracy of +/- 6 seconds.
 LR0678
 LR0678.The orthometric height was determined by differential leveling
 LR0678.and adjusted by the National Geodetic Survey in June 1991..
 LR0678
 LR0678.The geoid height was determined by GEOID03.
 LR0678
 LR0678.The dynamic height is computed by dividing the NAVD 88
 LR0678.geopotential number by the normal gravity value computed on the
 LR0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0678.degrees latitude (g = 980.6199 gals.).
 LR0678
 LR0678.The modeled gravity was interpolated from observed gravity values.
 LR0678
 LR0678;                    North         East    Units  Estimated Accuracy
 LR0678;SPC NV W     - 4,693,020.      886,950.      MT  (+/- 180 meters Scaled)
 LR0678
 LR0678                          SUPERSEDED SURVEY CONTROL
 LR0678
 LR0678  NGVD 29 (??/??/92) 1333.614  (m)         4375.37   (f) ADJ UNCH    2 0
 LR0678
 LR0678.Superseded values are not recommended for survey control.
 LR0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0678.See file dsdata.txt to determine how the superseded data were derived.
 LR0678
 LR0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF537377(NAD 83)
 LR0678_MARKER: DD = SURVEY DISK
 LR0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0678_STAMPING: BM I-001-3 (2) 53
 LR0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0678+STABILITY: SURFACE MOTION
 LR0678
 LR0678  HISTORY     - Date     Condition        Report By
 LR0678  HISTORY     - UNK      MONUMENTED       NVDH
 LR0678  HISTORY     - 1958     GOOD             NGS
 LR0678  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0678
 LR0678                          STATION DESCRIPTION
 LR0678
 LR0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0678'4.2 MI NW FROM GOLCONDA.
 LR0678'4.2 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT
 LR0678'GOLCONDA, 98.0 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 3.0 FEET
 LR0678'NORTHEAST OF A METAL WITNESS POST, 2.0 FEET NORTHEAST OF FENCE LINE,
 LR0678'SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LR0678
 LR0678                          STATION RECOVERY (1984)
 LR0678
 LR0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0678'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0596 ***********************************************************************
 MU0596  DESIGNATION -  53 BKC
 MU0596  PID         -  MU0596
 MU0596  STATE/COUNTY-  NV/ELKO
 MU0596  USGS QUAD   -  HUMBOLDT HILL (1973)
 MU0596
 MU0596                         *CURRENT SURVEY CONTROL
 MU0596  ___________________________________________________________________
 MU0596* NAD 83(1986)-  41 32 06.     (N)    116 58 17.     (W)     SCALED    
 MU0596* NAVD 88     -      1611.916  (meters)    5288.43   (feet)  POSTED    
 MU0596  ___________________________________________________________________
 MU0596  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 MU0596  DYNAMIC HT  -        1610.720 (meters)    5284.50  (feet)  COMP
 MU0596  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 MU0596
 MU0596  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0596
 MU0596.The horizontal coordinates were scaled from a topographic map and have
 MU0596.an estimated accuracy of +/- 6 seconds.
 MU0596
 MU0596.The orthometric height was determined by differential leveling
 MU0596.and adjusted by the National Geodetic Survey in 1992..
 MU0596.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0596.rate of 1.1 thru 2.0 mm/km.
 MU0596
 MU0596.The geoid height was determined by GEOID03.
 MU0596
 MU0596.The dynamic height is computed by dividing the NAVD 88
 MU0596.geopotential number by the normal gravity value computed on the
 MU0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0596.degrees latitude (g = 980.6199 gals.).
 MU0596
 MU0596.The modeled gravity was interpolated from observed gravity values.
 MU0596
 MU0596;                    North         East    Units  Estimated Accuracy
 MU0596;SPC NV E     - 8,753,990.       84,180.      MT  (+/- 180 meters Scaled)
 MU0596
 MU0596                          SUPERSEDED SURVEY CONTROL
 MU0596
 MU0596.No superseded survey control is available for this station.
 MU0596
 MU0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF023981(NAD 83)
 MU0596_MARKER: DD = SURVEY DISK
 MU0596_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0596_SP_SET: COPPER-CLAD STEEL ROD
 MU0596_STAMPING: 53 BKC 1973 5285
 MU0596_MARK LOGO: USGS  
 MU0596_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0596+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0596
 MU0596  HISTORY     - Date     Condition        Report By
 MU0596  HISTORY     - 1973     MONUMENTED       USGS
 MU0596
 MU0596                          STATION DESCRIPTION
 MU0596
 MU0596'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0596'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0596'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0596'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 0.9 MILES NORTH ALONG ROAD,
 MU0596'1.7 MILES SOUTHEAST AND 4.8 MILES NORTH OF LITTLE HUMBOLT RANCH, ON
 MU0596'TOP OF A SMALL RIDGE, 26 FEET WEST OF THE CENTERLINE OF THE ROAD, 3
 MU0596'FEET EAST OF A CAIRN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH
 MU0596'BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0471 ***********************************************************************
 JP0471  DESIGNATION -  53 DOR
 JP0471  PID         -  JP0471
 JP0471  STATE/COUNTY-  NV/LINCOLN
 JP0471  USGS QUAD   -  BRISTOL WELL (1980)
 JP0471
 JP0471                         *CURRENT SURVEY CONTROL
 JP0471  ___________________________________________________________________
 JP0471* NAD 83(1986)-  38 07 24.     (N)    114 38 17.     (W)     SCALED    
 JP0471* NAVD 88     -      1827.122  (meters)    5994.48   (feet)  ADJUSTED  
 JP0471  ___________________________________________________________________
 JP0471  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 JP0471  DYNAMIC HT  -        1825.083 (meters)    5987.79  (feet)  COMP
 JP0471  MODELED GRAV-     979,448.2   (mgal)                       NAVD 88
 JP0471
 JP0471  VERT ORDER  -  SECOND    CLASS 0
 JP0471
 JP0471.The horizontal coordinates were scaled from a topographic map and have
 JP0471.an estimated accuracy of +/- 6 seconds.
 JP0471
 JP0471.The orthometric height was determined by differential leveling
 JP0471.and adjusted by the National Geodetic Survey in June 1991..
 JP0471
 JP0471.The geoid height was determined by GEOID03.
 JP0471
 JP0471.The dynamic height is computed by dividing the NAVD 88
 JP0471.geopotential number by the normal gravity value computed on the
 JP0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0471.degrees latitude (g = 980.6199 gals.).
 JP0471
 JP0471.The modeled gravity was interpolated from observed gravity values.
 JP0471
 JP0471;                    North         East    Units  Estimated Accuracy
 JP0471;SPC NV E     - 8,374,710.      282,880.      MT  (+/- 180 meters Scaled)
 JP0471
 JP0471                          SUPERSEDED SURVEY CONTROL
 JP0471
 JP0471  NGVD 29 (??/??/92) 1825.95   (m)         5990.6    (f) COMPUTED    2 0
 JP0471
 JP0471.Superseded values are not recommended for survey control.
 JP0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0471.See file dsdata.txt to determine how the superseded data were derived.
 JP0471
 JP0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC070221(NAD 83)
 JP0471_MARKER: DD = SURVEY DISK
 JP0471_SETTING: 66 = SET IN ROCK OUTCROP
 JP0471_SP_SET: ROCK OUTCROP
 JP0471_STAMPING: 53 DOR 1968 5991
 JP0471_MARK LOGO: USGS  
 JP0471_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JP0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0471+STABILITY: POSITION/ELEVATION WELL
 JP0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0471+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0471
 JP0471  HISTORY     - Date     Condition        Report By
 JP0471  HISTORY     - 1968     MONUMENTED       USGS
 JP0471
 JP0471                          STATION DESCRIPTION
 JP0471
 JP0471'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0471'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0471'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 3.75 MILES
 JP0471'WEST, 100 FEET NORTH OF THE ROAD, 5 FEET SOUTHEAST OF A WITNESS SIGN,
 JP0471'IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0633 ***********************************************************************
 JP0633  DESIGNATION -  53 DOR
 JP0633  PID         -  JP0633
 JP0633  STATE/COUNTY-  NV/LINCOLN
 JP0633  USGS QUAD   -  THE GOUGE EYE (1978)
 JP0633
 JP0633                         *CURRENT SURVEY CONTROL
 JP0633  ___________________________________________________________________
 JP0633* NAD 83(1986)-  38 36 10.     (N)    114 24 02.     (W)     SCALED    
 JP0633* NAVD 88     -      1856.353  (meters)    6090.38   (feet)  ADJUSTED  
 JP0633  ___________________________________________________________________
 JP0633  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 JP0633  DYNAMIC HT  -        1854.325 (meters)    6083.73  (feet)  COMP
 JP0633  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 JP0633
 JP0633  VERT ORDER  -  SECOND    CLASS 0
 JP0633
 JP0633.The horizontal coordinates were scaled from a topographic map and have
 JP0633.an estimated accuracy of +/- 6 seconds.
 JP0633
 JP0633.The orthometric height was determined by differential leveling
 JP0633.and adjusted by the National Geodetic Survey in August 1995..
 JP0633
 JP0633.The geoid height was determined by GEOID03.
 JP0633
 JP0633.The dynamic height is computed by dividing the NAVD 88
 JP0633.geopotential number by the normal gravity value computed on the
 JP0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0633.degrees latitude (g = 980.6199 gals.).
 JP0633
 JP0633.The modeled gravity was interpolated from observed gravity values.
 JP0633
 JP0633;                    North         East    Units  Estimated Accuracy
 JP0633;SPC NV E     - 8,428,170.      303,020.      MT  (+/- 180 meters Scaled)
 JP0633
 JP0633                          SUPERSEDED SURVEY CONTROL
 JP0633
 JP0633.No superseded survey control is available for this station.
 JP0633
 JP0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC263759(NAD 83)
 JP0633_MARKER: DD = SURVEY DISK
 JP0633_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0633_SP_SET: COPPER-CLAD STEEL ROD
 JP0633_STAMPING: 53 DOR 1973 6086
 JP0633_MARK LOGO: USGS  
 JP0633_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0633
 JP0633  HISTORY     - Date     Condition        Report By
 JP0633  HISTORY     - 1973     MONUMENTED       USGS
 JP0633
 JP0633                          STATION DESCRIPTION
 JP0633
 JP0633'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0633'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0633'ROAD TO THE MAIN ROAD, THENCE 10.6 MILES NORTH ALONG THE MAIN ROAD TO
 JP0633'THE TOP OF A SLIGHT RISE, 68 FEET SOUTHEAST OF A SMALL JUNIPER TREE,
 JP0633'50 FEET EAST OF THE CENTERLINE OF THE ROAD,  A 5/8 INCH COPPER COATED
 JP0633'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0098 ***********************************************************************
 MT0098  DESIGNATION -  53 GWM
 MT0098  PID         -  MT0098
 MT0098  STATE/COUNTY-  NV/ELKO
 MT0098  USGS QUAD   -  VALLEY PASS (1976)
 MT0098
 MT0098                         *CURRENT SURVEY CONTROL
 MT0098  ___________________________________________________________________
 MT0098* NAD 83(1986)-  41 08 23.     (N)    114 26 12.     (W)     SCALED    
 MT0098* NAVD 88     -      1831.946  (meters)    6010.31   (feet)  ADJUSTED  
 MT0098  ___________________________________________________________________
 MT0098  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 MT0098  DYNAMIC HT  -        1830.416 (meters)    6005.29  (feet)  COMP
 MT0098  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 MT0098
 MT0098  VERT ORDER  -  FIRST     CLASS II
 MT0098
 MT0098.The horizontal coordinates were scaled from a topographic map and have
 MT0098.an estimated accuracy of +/- 6 seconds.
 MT0098
 MT0098.The orthometric height was determined by differential leveling
 MT0098.and adjusted by the National Geodetic Survey in June 1991..
 MT0098.WARNING-Repeat measurements at this control monument indicate possible
 MT0098.vertical movement.
 MT0098
 MT0098.The geoid height was determined by GEOID03.
 MT0098
 MT0098.The dynamic height is computed by dividing the NAVD 88
 MT0098.geopotential number by the normal gravity value computed on the
 MT0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0098.degrees latitude (g = 980.6199 gals.).
 MT0098
 MT0098.The modeled gravity was interpolated from observed gravity values.
 MT0098
 MT0098;                    North         East    Units  Estimated Accuracy
 MT0098;SPC NV E     - 8,709,800.      296,260.      MT  (+/- 180 meters Scaled)
 MT0098
 MT0098                          SUPERSEDED SURVEY CONTROL
 MT0098
 MT0098.No superseded survey control is available for this station.
 MT0098
 MT0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF151574(NAD 83)
 MT0098_MARKER: DD = SURVEY DISK
 MT0098_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0098_STAMPING: 6007 GWM 53 1939
 MT0098_MARK LOGO: USGS  
 MT0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0098+STABILITY: SURFACE MOTION
 MT0098
 MT0098  HISTORY     - Date     Condition        Report By
 MT0098  HISTORY     - 1939     MONUMENTED       USGS
 MT0098  HISTORY     - 1953     GOOD             NGS
 MT0098  HISTORY     - 1984     GOOD             NGS
 MT0098
 MT0098                          STATION DESCRIPTION
 MT0098
 MT0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0098'1.4 MI SE FROM VALLEY PASS.
 MT0098'1.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0098'THE STATION AT VALLEY PASS, AT 36-INCH CAST IRON PIPE CULVERT 642.19,
 MT0098'IN THE TOP OF THE NORTHEAST CONCRETE WING WALL, 33 1/2 FEET SOUTH OF
 MT0098'TELEGRAPH POLE 23/M, 13.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MT0098'WEST-BOUND TRACK, 0.4 FOOT NORTHEAST OF THE NORTHEAST EDGE OF THE
 MT0098'NORTHEAST HEAD WALL, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 MT0098
 MT0098                          STATION RECOVERY (1984)
 MT0098
 MT0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0098'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.25 KM
 MT0098'(13.9 MI) SOUTHWEST ALONG STATE HIGHWAY 233 FROM THE POST OFFICE AT
 MT0098'MONTELLO, THENCE 8.35 KM (5.2 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC
 MT0098'RAILROAD, IN TOP OF THE TOP END OF THE NORTH WINGWALL FOR A 36-INCH
 MT0098'STEEL PIPE CULVERT, 0.33 KM (0.2 MI) SOUTHEAST OF MILEPOLE 642,
 MT0098'4.1 METERS (13.5 FT) NORTHEAST OF THE NORTHEAST RAIL.
 MT0098'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0417 ***********************************************************************
 NW0417  DESIGNATION -  53 HEI
 NW0417  PID         -  NW0417
 NW0417  STATE/COUNTY-  NV/HUMBOLDT
 NW0417  USGS QUAD   -  STAR VALLEY KNOLL (1982)
 NW0417
 NW0417                         *CURRENT SURVEY CONTROL
 NW0417  ___________________________________________________________________
 NW0417* NAD 83(1986)-  42 03 18.     (N)    117 04 37.     (W)     SCALED    
 NW0417* NAVD 88     -      1629.649  (meters)    5346.61   (feet)  POSTED    
 NW0417  ___________________________________________________________________
 NW0417  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 NW0417  DYNAMIC HT  -        1628.510 (meters)    5342.87  (feet)  COMP
 NW0417  MODELED GRAV-     979,867.3   (mgal)                       NAVD 88
 NW0417
 NW0417  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0417
 NW0417.The horizontal coordinates were scaled from a topographic map and have
 NW0417.an estimated accuracy of +/- 6 seconds.
 NW0417
 NW0417.The orthometric height was determined by differential leveling
 NW0417.and adjusted by the National Geodetic Survey in 1992..
 NW0417.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0417.rate of 0.0 thru 1.0 mm/km.
 NW0417
 NW0417.The geoid height was determined by GEOID03.
 NW0417
 NW0417.The dynamic height is computed by dividing the NAVD 88
 NW0417.geopotential number by the normal gravity value computed on the
 NW0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0417.degrees latitude (g = 980.6199 gals.).
 NW0417
 NW0417.The modeled gravity was interpolated from observed gravity values.
 NW0417
 NW0417;                    North         East    Units  Estimated Accuracy
 NW0417;SPC NV W     - 4,811,910.      924,690.      MT  (+/- 180 meters Scaled)
 NW0417
 NW0417                          SUPERSEDED SURVEY CONTROL
 NW0417
 NW0417.No superseded survey control is available for this station.
 NW0417
 NW0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG936558(NAD 83)
 NW0417_MARKER: DD = SURVEY DISK
 NW0417_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0417_SP_SET: COPPER-CLAD STEEL ROD
 NW0417_STAMPING: 53 HEI 1974 5343
 NW0417_MARK LOGO: USGS  
 NW0417_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0417+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NW0417
 NW0417  HISTORY     - Date     Condition        Report By
 NW0417  HISTORY     - 1974     MONUMENTED       USGS
 NW0417
 NW0417                          STATION DESCRIPTION
 NW0417
 NW0417'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0417'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0417'ROAD TO A Y-ROAD, THENCE 6.75 MILES NORTHWEST AND GENERALLY WEST, 57
 NW0417'FEET NORTH AND 1.0 FOOT LOWER THAN THE CENTERLINE OF THE ROAD (CAIRN),
 NW0417'SET ON COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE
 NW0417'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0529 ***********************************************************************
 LS0529  DESIGNATION -  53 HJH
 LS0529  PID         -  LS0529
 LS0529  STATE/COUNTY-  NV/PERSHING
 LS0529  USGS QUAD   -  KUMIVA PEAK (1990)
 LS0529
 LS0529                         *CURRENT SURVEY CONTROL
 LS0529  ___________________________________________________________________
 LS0529* NAD 83(1986)-  40 29 47.     (N)    119 20 06.     (W)     SCALED    
 LS0529* NAVD 88     -      1393.695  (meters)    4572.48   (feet)  ADJUSTED  
 LS0529  ___________________________________________________________________
 LS0529  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 LS0529  DYNAMIC HT  -        1392.574 (meters)    4568.80  (feet)  COMP
 LS0529  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 LS0529
 LS0529  VERT ORDER  -  SECOND    CLASS 0
 LS0529
 LS0529.The horizontal coordinates were scaled from a topographic map and have
 LS0529.an estimated accuracy of +/- 6 seconds.
 LS0529
 LS0529.The orthometric height was determined by differential leveling
 LS0529.and adjusted by the National Geodetic Survey in June 1991..
 LS0529
 LS0529.The geoid height was determined by GEOID03.
 LS0529
 LS0529.The dynamic height is computed by dividing the NAVD 88
 LS0529.geopotential number by the normal gravity value computed on the
 LS0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0529.degrees latitude (g = 980.6199 gals.).
 LS0529
 LS0529.The modeled gravity was interpolated from observed gravity values.
 LS0529
 LS0529;                    North         East    Units  Estimated Accuracy
 LS0529;SPC NV W     - 4,638,000.      736,290.      MT  (+/- 180 meters Scaled)
 LS0529
 LS0529                          SUPERSEDED SURVEY CONTROL
 LS0529
 LS0529  NGVD 29 (??/??/92) 1392.648  (m)         4569.05   (f) ADJ UNCH    2 0
 LS0529
 LS0529.Superseded values are not recommended for survey control.
 LS0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0529.See file dsdata.txt to determine how the superseded data were derived.
 LS0529
 LS0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE021854(NAD 83)
 LS0529_MARKER: DB = BENCH MARK DISK
 LS0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0529_SP_SET: CONCRETE POST
 LS0529_STAMPING: 53 HJH 1962 4569
 LS0529_MARK LOGO: USGS  
 LS0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0529+STABILITY: SURFACE MOTION
 LS0529
 LS0529  HISTORY     - Date     Condition        Report By
 LS0529  HISTORY     - 1962     MONUMENTED       USGS
 LS0529
 LS0529                          STATION DESCRIPTION
 LS0529
 LS0529'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0529'18.7 KM (11.60 MI) SOUTH FROM GERLACH.
 LS0529'11.6 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34, 47 FEET WEST OF
 LS0529'THE HIGHWAY CENTERLINE.
 LS0529'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0650 ***********************************************************************
 LS0650  DESIGNATION -  53 LRC
 LS0650  PID         -  LS0650
 LS0650  STATE/COUNTY-  NV/HUMBOLDT
 LS0650  USGS QUAD   -  BLACK ROCK POINT EAST (1981)
 LS0650
 LS0650                         *CURRENT SURVEY CONTROL
 LS0650  ___________________________________________________________________
 LS0650* NAD 83(1986)-  40 53 22.     (N)    118 54 18.     (W)     SCALED    
 LS0650* NAVD 88     -      1205.985  (meters)    3956.64   (feet)  ADJUSTED  
 LS0650  ___________________________________________________________________
 LS0650  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 LS0650  DYNAMIC HT  -        1205.110 (meters)    3953.77  (feet)  COMP
 LS0650  MODELED GRAV-     979,856.7   (mgal)                       NAVD 88
 LS0650
 LS0650  VERT ORDER  -  SECOND    CLASS 0
 LS0650
 LS0650.The horizontal coordinates were scaled from a topographic map and have
 LS0650.an estimated accuracy of +/- 6 seconds.
 LS0650
 LS0650.The orthometric height was determined by differential leveling
 LS0650.and adjusted by the National Geodetic Survey in June 1991..
 LS0650
 LS0650.The geoid height was determined by GEOID03.
 LS0650
 LS0650.The dynamic height is computed by dividing the NAVD 88
 LS0650.geopotential number by the normal gravity value computed on the
 LS0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0650.degrees latitude (g = 980.6199 gals.).
 LS0650
 LS0650.The modeled gravity was interpolated from observed gravity values.
 LS0650
 LS0650;                    North         East    Units  Estimated Accuracy
 LS0650;SPC NV W     - 4,681,420.      772,890.      MT  (+/- 180 meters Scaled)
 LS0650
 LS0650                          SUPERSEDED SURVEY CONTROL
 LS0650
 LS0650  NGVD 29 (??/??/92) 1204.99   (m)         3953.4    (f) COMPUTED    2 0
 LS0650
 LS0650.Superseded values are not recommended for survey control.
 LS0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0650.See file dsdata.txt to determine how the superseded data were derived.
 LS0650
 LS0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF395282(NAD 83)
 LS0650_MARKER: DD = SURVEY DISK
 LS0650_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LS0650_SP_SET: PREFAB CONC. POST IN EARTH
 LS0650_STAMPING: 53 LRC 1972 3953
 LS0650_MARK LOGO: USGS  
 LS0650_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LS0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0650+SATELLITE: SATELLITE OBSERVATIONS - 1972
 LS0650
 LS0650  HISTORY     - Date     Condition        Report By
 LS0650  HISTORY     - 1972     MONUMENTED       USGS
 LS0650
 LS0650                          STATION DESCRIPTION
 LS0650
 LS0650'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LS0650'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 LS0650'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 LS0650'AND A TRACK ROAD NORTHWEST, THENCE 2.7 MILES NORTHWEST ALONG TRACK
 LS0650'ROAD TO THE TOP OF A SAND RIDGE, 2.6 MILES SOUTH OF QUINN RIVER
 LS0650'CROSSING, 0.2 MILES NORTH OF A DRAIN CROSSING, 27 FEET SOUTHWEST OF
 LS0650'THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0488 ***********************************************************************
 MU0488  DESIGNATION -  53 O
 MU0488  PID         -  MU0488
 MU0488  STATE/COUNTY-  NV/LANDER
 MU0488  USGS QUAD   -  CHINA CAMP (1970)
 MU0488
 MU0488                         *CURRENT SURVEY CONTROL
 MU0488  ___________________________________________________________________
 MU0488* NAD 83(1986)-  41 08 01.     (N)    116 27 24.     (W)     SCALED    
 MU0488* NAVD 88     -      1704.001  (meters)    5590.54   (feet)  POSTED    
 MU0488  ___________________________________________________________________
 MU0488  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 MU0488  DYNAMIC HT  -        1702.610 (meters)    5585.98  (feet)  COMP
 MU0488  MODELED GRAV-     979,744.9   (mgal)                       NAVD 88
 MU0488
 MU0488  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0488
 MU0488.The horizontal coordinates were scaled from a topographic map and have
 MU0488.an estimated accuracy of +/- 6 seconds.
 MU0488
 MU0488.The orthometric height was determined by differential leveling
 MU0488.and adjusted by the National Geodetic Survey in 1992..
 MU0488.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0488.rate of 0.0 thru 1.0 mm/km.
 MU0488
 MU0488.The geoid height was determined by GEOID03.
 MU0488
 MU0488.The dynamic height is computed by dividing the NAVD 88
 MU0488.geopotential number by the normal gravity value computed on the
 MU0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0488.degrees latitude (g = 980.6199 gals.).
 MU0488
 MU0488.The modeled gravity was interpolated from observed gravity values.
 MU0488
 MU0488;                    North         East    Units  Estimated Accuracy
 MU0488;SPC NV C     - 6,708,500.      517,630.      MT  (+/- 180 meters Scaled)
 MU0488
 MU0488                          SUPERSEDED SURVEY CONTROL
 MU0488
 MU0488.No superseded survey control is available for this station.
 MU0488
 MU0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF456537(NAD 83)
 MU0488_MARKER: DD = SURVEY DISK
 MU0488_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MU0488_SP_SET: PREFAB CONC. POST IN EARTH
 MU0488_STAMPING: 53 O 1963
 MU0488_MARK LOGO: USGS  
 MU0488_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0488+SATELLITE: SATELLITE OBSERVATIONS - 1963
 MU0488
 MU0488  HISTORY     - Date     Condition        Report By
 MU0488  HISTORY     - 1963     MONUMENTED       USGS
 MU0488
 MU0488                          STATION DESCRIPTION
 MU0488
 MU0488'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MU0488'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 MU0488'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 MU0488'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 MU0488'NORTHEAST ALONG ROAD, THENCE 31.2 MILES NORTHEAST ALONG ROAD, 8.1
 MU0488'MILES NORTHEAST OF TIE CORRAL RANCH, 81 FEET WEST OF AN OLD Y-ROAD AND
 MU0488'48 FEET SOUTHWEST OF THE MAIN ROAD, 4 FEET SOUTHEAST OF A STEEL
 MU0488'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0693 ***********************************************************************
 GS0693  DESIGNATION -  53 TJS
 GS0693  PID         -  GS0693
 GS0693  STATE/COUNTY-  NV/NYE
 GS0693  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0693
 GS0693                         *CURRENT SURVEY CONTROL
 GS0693  ___________________________________________________________________
 GS0693* NAD 83(1986)-  36 48 32.     (N)    116 26 30.     (W)     SCALED    
 GS0693* NAVD 88     -      1134.834  (meters)    3723.20   (feet)  ADJUSTED  
 GS0693  ___________________________________________________________________
 GS0693  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 GS0693  DYNAMIC HT  -        1133.591 (meters)    3719.12  (feet)  COMP
 GS0693  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 GS0693
 GS0693  VERT ORDER  -  FIRST     CLASS I
 GS0693
 GS0693.The horizontal coordinates were scaled from a topographic map and have
 GS0693.an estimated accuracy of +/- 6 seconds.
 GS0693
 GS0693.The orthometric height was determined by differential leveling
 GS0693.and adjusted by the National Geodetic Survey in May 2004..
 GS0693
 GS0693.The geoid height was determined by GEOID03.
 GS0693
 GS0693.The dynamic height is computed by dividing the NAVD 88
 GS0693.geopotential number by the normal gravity value computed on the
 GS0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0693.degrees latitude (g = 980.6199 gals.).
 GS0693
 GS0693.The modeled gravity was interpolated from observed gravity values.
 GS0693
 GS0693;                    North         East    Units  Estimated Accuracy
 GS0693;SPC NV C     - 6,228,450.      520,080.      MT  (+/- 180 meters Scaled)
 GS0693
 GS0693                          SUPERSEDED SURVEY CONTROL
 GS0693
 GS0693  NAVD 88 (??/??/92) 1134.837  (m)         3723.21   (f) UNKNOWN     3 0
 GS0693  NGVD 29 (05/01/91) 1133.928  (m)         3720.23   (f) ADJUSTED    1 1
 GS0693
 GS0693.Superseded values are not recommended for survey control.
 GS0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0693.See file dsdata.txt to determine how the superseded data were derived.
 GS0693
 GS0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA498738(NAD 83)
 GS0693_MARKER: DB = BENCH MARK DISK
 GS0693_SETTING: 0 = UNSPECIFIED SETTING
 GS0693_STAMPING: 53 TJS 1983
 GS0693_MARK LOGO: USGS  
 GS0693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0693
 GS0693  HISTORY     - Date     Condition        Report By
 GS0693  HISTORY     - 1983     MONUMENTED       USGS
 GS0693  HISTORY     - 1986     GOOD             USGS
 GS0693  HISTORY     - 1988     GOOD             USGS
 GS0693  HISTORY     - 19910422 GOOD             USGS
 GS0693  HISTORY     - 19930203 GOOD             USGS
 GS0693  HISTORY     - 19950208 GOOD             USGS
 GS0693
 GS0693                          STATION DESCRIPTION
 GS0693
 GS0693'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0693'55.6 KM (34.55 MI) NW FROM MERCURY.
 GS0693'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0693'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0693'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0693'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0693'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0693'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0693'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0693'2.1 MILES, 85 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 GS0693'THE MARK IS 6 FT  S FROM  A ROCK CAIRN
 GS0693
 GS0693                          STATION RECOVERY (1986)
 GS0693
 GS0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0693'RECOVERED IN GOOD CONDITION.
 GS0693
 GS0693                          STATION RECOVERY (1988)
 GS0693
 GS0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0693'RECOVERED IN GOOD CONDITION.
 GS0693
 GS0693                          STATION RECOVERY (1991)
 GS0693
 GS0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0693'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0693'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0693'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0693'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0693'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0693'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0693'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0693'2.1 MILES, 85 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 GS0693
 GS0693                          STATION RECOVERY (1993)
 GS0693
 GS0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0693'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0693'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0693'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0693'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0693'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0693'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0693'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.95 MILES (3.14 KM) TO A
 GS0693'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 2.1 MILES
 GS0693'(3.4 KM), 85 FEET (25.9 M) SOUTH OF THE CENTERLINE OF THE ROAD.
 GS0693
 GS0693                          STATION RECOVERY (1995)
 GS0693
 GS0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0693'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0681 ***********************************************************************
 LR0681  DESIGNATION -  54
 LR0681  PID         -  LR0681
 LR0681  STATE/COUNTY-  NV/HUMBOLDT
 LR0681  USGS QUAD   -  POLE CREEK (1983)
 LR0681
 LR0681                         *CURRENT SURVEY CONTROL
 LR0681  ___________________________________________________________________
 LR0681* NAD 83(1986)-  40 59 04.     (N)    117 32 34.     (W)     SCALED    
 LR0681* NAVD 88     -      1335.344  (meters)    4381.04   (feet)  ADJUSTED  
 LR0681  ___________________________________________________________________
 LR0681  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 LR0681  DYNAMIC HT  -        1334.335 (meters)    4377.73  (feet)  COMP
 LR0681  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 LR0681
 LR0681  VERT ORDER  -  SECOND    CLASS 0
 LR0681
 LR0681.The horizontal coordinates were scaled from a topographic map and have
 LR0681.an estimated accuracy of +/- 6 seconds.
 LR0681
 LR0681.The orthometric height was determined by differential leveling
 LR0681.and adjusted by the National Geodetic Survey in June 1991..
 LR0681
 LR0681.The geoid height was determined by GEOID03.
 LR0681
 LR0681.The dynamic height is computed by dividing the NAVD 88
 LR0681.geopotential number by the normal gravity value computed on the
 LR0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0681.degrees latitude (g = 980.6199 gals.).
 LR0681
 LR0681.The modeled gravity was interpolated from observed gravity values.
 LR0681
 LR0681;                    North         East    Units  Estimated Accuracy
 LR0681;SPC NV W     - 4,692,440.      887,560.      MT  (+/- 180 meters Scaled)
 LR0681
 LR0681                          SUPERSEDED SURVEY CONTROL
 LR0681
 LR0681  NGVD 29 (??/??/92) 1334.316  (m)         4377.67   (f) ADJ UNCH    2 0
 LR0681
 LR0681.Superseded values are not recommended for survey control.
 LR0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0681.See file dsdata.txt to determine how the superseded data were derived.
 LR0681
 LR0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF543371(NAD 83)
 LR0681_MARKER: DD = SURVEY DISK
 LR0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0681_STAMPING: BM I-001-3 (2) 54
 LR0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0681+STABILITY: SURFACE MOTION
 LR0681
 LR0681  HISTORY     - Date     Condition        Report By
 LR0681  HISTORY     - UNK      MONUMENTED       NVDH
 LR0681  HISTORY     - 1958     GOOD             NGS
 LR0681  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0681
 LR0681                          STATION DESCRIPTION
 LR0681
 LR0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0681'3.7 MI NW FROM GOLCONDA.
 LR0681'3.7 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT
 LR0681'COLCONDA, 97.0 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 4.3 FEET
 LR0681'NORTHEAST OF A FENCE LINE, 3.0 FEET NORTHEAST OF A METAL WITNESS POST,
 LR0681'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LR0681
 LR0681                          STATION RECOVERY (1984)
 LR0681
 LR0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0681'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0597 ***********************************************************************
 MU0597  DESIGNATION -  54 BKC
 MU0597  PID         -  MU0597
 MU0597  STATE/COUNTY-  NV/ELKO
 MU0597  USGS QUAD   -  HUMBOLDT HILL (1973)
 MU0597
 MU0597                         *CURRENT SURVEY CONTROL
 MU0597  ___________________________________________________________________
 MU0597* NAD 83(1986)-  41 32 48.     (N)    116 58 06.     (W)     SCALED    
 MU0597* NAVD 88     -      1582.921  (meters)    5193.30   (feet)  POSTED    
 MU0597  ___________________________________________________________________
 MU0597  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 MU0597  DYNAMIC HT  -        1581.750 (meters)    5189.46  (feet)  COMP
 MU0597  MODELED GRAV-     979,824.8   (mgal)                       NAVD 88
 MU0597
 MU0597  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0597
 MU0597.The horizontal coordinates were scaled from a topographic map and have
 MU0597.an estimated accuracy of +/- 6 seconds.
 MU0597
 MU0597.The orthometric height was determined by differential leveling
 MU0597.and adjusted by the National Geodetic Survey in 1992..
 MU0597.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0597.rate of 1.1 thru 2.0 mm/km.
 MU0597
 MU0597.The geoid height was determined by GEOID03.
 MU0597
 MU0597.The dynamic height is computed by dividing the NAVD 88
 MU0597.geopotential number by the normal gravity value computed on the
 MU0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0597.degrees latitude (g = 980.6199 gals.).
 MU0597
 MU0597.The modeled gravity was interpolated from observed gravity values.
 MU0597
 MU0597;                    North         East    Units  Estimated Accuracy
 MU0597;SPC NV E     - 8,755,280.       84,450.      MT  (+/- 180 meters Scaled)
 MU0597
 MU0597                          SUPERSEDED SURVEY CONTROL
 MU0597
 MU0597.No superseded survey control is available for this station.
 MU0597
 MU0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF026994(NAD 83)
 MU0597_MARKER: DD = SURVEY DISK
 MU0597_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0597_SP_SET: COPPER-CLAD STEEL ROD
 MU0597_STAMPING: 54 BKC 1973 5189
 MU0597_MARK LOGO: USGS  
 MU0597_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0597+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0597
 MU0597  HISTORY     - Date     Condition        Report By
 MU0597  HISTORY     - 1973     MONUMENTED       USGS
 MU0597
 MU0597                          STATION DESCRIPTION
 MU0597
 MU0597'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0597'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0597'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0597'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 1.8 MILES NORTH ALONG ROAD,
 MU0597'1.7 MILES SOUTHEAST AND 5.7 MILES NORTH OF LITTLE HUMBOLT RANCH, 48
 MU0597'FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A CAIRN, SET
 MU0597'ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0597'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0472 ***********************************************************************
 JP0472  DESIGNATION -  54 DOR
 JP0472  PID         -  JP0472
 JP0472  STATE/COUNTY-  NV/LINCOLN
 JP0472  USGS QUAD   -  BRISTOL RANGE SE (1970)
 JP0472
 JP0472                         *CURRENT SURVEY CONTROL
 JP0472  ___________________________________________________________________
 JP0472* NAD 83(1986)-  38 07 08.     (N)    114 37 21.     (W)     SCALED    
 JP0472* NAVD 88     -      1876.558  (meters)    6156.67   (feet)  ADJUSTED  
 JP0472  ___________________________________________________________________
 JP0472  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 JP0472  DYNAMIC HT  -        1874.409 (meters)    6149.62  (feet)  COMP
 JP0472  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 JP0472
 JP0472  VERT ORDER  -  SECOND    CLASS 0
 JP0472
 JP0472.The horizontal coordinates were scaled from a topographic map and have
 JP0472.an estimated accuracy of +/- 6 seconds.
 JP0472
 JP0472.The orthometric height was determined by differential leveling
 JP0472.and adjusted by the National Geodetic Survey in June 1991..
 JP0472
 JP0472.The geoid height was determined by GEOID03.
 JP0472
 JP0472.The dynamic height is computed by dividing the NAVD 88
 JP0472.geopotential number by the normal gravity value computed on the
 JP0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0472.degrees latitude (g = 980.6199 gals.).
 JP0472
 JP0472.The modeled gravity was interpolated from observed gravity values.
 JP0472
 JP0472;                    North         East    Units  Estimated Accuracy
 JP0472;SPC NV E     - 8,374,240.      284,250.      MT  (+/- 180 meters Scaled)
 JP0472
 JP0472                          SUPERSEDED SURVEY CONTROL
 JP0472
 JP0472  NGVD 29 (??/??/92) 1875.33   (m)         6152.6    (f) COMPUTED    2 0
 JP0472
 JP0472.Superseded values are not recommended for survey control.
 JP0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0472.See file dsdata.txt to determine how the superseded data were derived.
 JP0472
 JP0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC084216(NAD 83)
 JP0472_MARKER: DD = SURVEY DISK
 JP0472_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0472_SP_SET: COPPER-CLAD STEEL ROD
 JP0472_STAMPING: 54 DOR 1968 6153
 JP0472_MARK LOGO: USGS  
 JP0472_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0472+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0472
 JP0472  HISTORY     - Date     Condition        Report By
 JP0472  HISTORY     - 1968     MONUMENTED       USGS
 JP0472
 JP0472                          STATION DESCRIPTION
 JP0472
 JP0472'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0472'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0472'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 2.7 MILES
 JP0472'WEST, AT A Y-ROAD SOUTHWEST, 50 FEET NORTH AND 2 FEET LOWER THAN THE
 JP0472'ROAD, 2 FEET SOUTH OF A WITNESS SIGN, SET ON A COPPER-COATED ROD
 JP0472'ENCLOSED BY A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0634 ***********************************************************************
 JP0634  DESIGNATION -  54 DOR
 JP0634  PID         -  JP0634
 JP0634  STATE/COUNTY-  NV/LINCOLN
 JP0634  USGS QUAD   -  THE GOUGE EYE (1978)
 JP0634
 JP0634                         *CURRENT SURVEY CONTROL
 JP0634  ___________________________________________________________________
 JP0634* NAD 83(1986)-  38 35 24.     (N)    114 23 37.     (W)     SCALED    
 JP0634* NAVD 88     -      1849.714  (meters)    6068.60   (feet)  ADJUSTED  
 JP0634  ___________________________________________________________________
 JP0634  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 JP0634  DYNAMIC HT  -        1847.687 (meters)    6061.95  (feet)  COMP
 JP0634  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 JP0634
 JP0634  VERT ORDER  -  SECOND    CLASS 0
 JP0634
 JP0634.The horizontal coordinates were scaled from a topographic map and have
 JP0634.an estimated accuracy of +/- 6 seconds.
 JP0634
 JP0634.The orthometric height was determined by differential leveling
 JP0634.and adjusted by the National Geodetic Survey in August 1995..
 JP0634
 JP0634.The geoid height was determined by GEOID03.
 JP0634
 JP0634.The dynamic height is computed by dividing the NAVD 88
 JP0634.geopotential number by the normal gravity value computed on the
 JP0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0634.degrees latitude (g = 980.6199 gals.).
 JP0634
 JP0634.The modeled gravity was interpolated from observed gravity values.
 JP0634
 JP0634;                    North         East    Units  Estimated Accuracy
 JP0634;SPC NV E     - 8,426,760.      303,650.      MT  (+/- 180 meters Scaled)
 JP0634
 JP0634                          SUPERSEDED SURVEY CONTROL
 JP0634
 JP0634.No superseded survey control is available for this station.
 JP0634
 JP0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC270745(NAD 83)
 JP0634_MARKER: DD = SURVEY DISK
 JP0634_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0634_SP_SET: COPPER-CLAD STEEL ROD
 JP0634_STAMPING: 54 DOR 1973 6065
 JP0634_MARK LOGO: USGS  
 JP0634_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0634
 JP0634  HISTORY     - Date     Condition        Report By
 JP0634  HISTORY     - 1973     MONUMENTED       USGS
 JP0634
 JP0634                          STATION DESCRIPTION
 JP0634
 JP0634'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0634'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0634'ROAD TO THE MAIN ROAD, THENCE 9.6 MILES NORTH ALONG THE MAIN ROAD TO
 JP0634'A CATTLEGUARD, 36 FEET WEST OF THE CENTERLINE OF THE ROAD AT THE
 JP0634'CATTLEGUARD, 0.5 FOOT NORTH OF A FENCE,  A 5/8 INCH COPPER COATED ROD
 JP0634'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0418 ***********************************************************************
 NW0418  DESIGNATION -  54 HEI
 NW0418  PID         -  NW0418
 NW0418  STATE/COUNTY-  NV/HUMBOLDT
 NW0418  USGS QUAD   -  STAR VALLEY KNOLL (1982)
 NW0418
 NW0418                         *CURRENT SURVEY CONTROL
 NW0418  ___________________________________________________________________
 NW0418* NAD 83(1986)-  42 03 16.     (N)    117 03 32.     (W)     SCALED    
 NW0418* NAVD 88     -      1626.417  (meters)    5336.00   (feet)  POSTED    
 NW0418  ___________________________________________________________________
 NW0418  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 NW0418  DYNAMIC HT  -        1625.280 (meters)    5332.27  (feet)  COMP
 NW0418  MODELED GRAV-     979,867.7   (mgal)                       NAVD 88
 NW0418
 NW0418  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0418
 NW0418.The horizontal coordinates were scaled from a topographic map and have
 NW0418.an estimated accuracy of +/- 6 seconds.
 NW0418
 NW0418.The orthometric height was determined by differential leveling
 NW0418.and adjusted by the National Geodetic Survey in 1992..
 NW0418.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0418.rate of 0.0 thru 1.0 mm/km.
 NW0418
 NW0418.The geoid height was determined by GEOID03.
 NW0418
 NW0418.The dynamic height is computed by dividing the NAVD 88
 NW0418.geopotential number by the normal gravity value computed on the
 NW0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0418.degrees latitude (g = 980.6199 gals.).
 NW0418
 NW0418.The modeled gravity was interpolated from observed gravity values.
 NW0418
 NW0418;                    North         East    Units  Estimated Accuracy
 NW0418;SPC NV W     - 4,811,870.      926,180.      MT  (+/- 180 meters Scaled)
 NW0418
 NW0418                          SUPERSEDED SURVEY CONTROL
 NW0418
 NW0418.No superseded survey control is available for this station.
 NW0418
 NW0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG951558(NAD 83)
 NW0418_MARKER: DD = SURVEY DISK
 NW0418_SETTING: 80 = SET IN A BOULDER
 NW0418_SP_SET: IN DRILL HOLE IN A BOULDER
 NW0418_STAMPING: 54 HEI 1974 5332
 NW0418_MARK LOGO: USGS  
 NW0418_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0418+STABILITY: SURFACE MOTION
 NW0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0418+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NW0418
 NW0418  HISTORY     - Date     Condition        Report By
 NW0418  HISTORY     - 1974     MONUMENTED       USGS
 NW0418
 NW0418                          STATION DESCRIPTION
 NW0418
 NW0418'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0418'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0418'ROAD TO A Y-ROAD, THENCE 5.8 MILES NORTHWEST AND GENERALLY WEST, TO
 NW0418'THE SOUTHWEST EDGE OF A SMALL DRY LAKE BED (PIGEONTOE LAKE), 50 FEET
 NW0418'NORTH AND LEVEL WITH THE CENTERLINE OF THE ROAD, SET ON A BOULDER
 NW0418'PROJECTING ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0530 ***********************************************************************
 LS0530  DESIGNATION -  54 HJH
 LS0530  PID         -  LS0530
 LS0530  STATE/COUNTY-  NV/PERSHING
 LS0530  USGS QUAD   -  EMPIRE (1990)
 LS0530
 LS0530                         *CURRENT SURVEY CONTROL
 LS0530  ___________________________________________________________________
 LS0530* NAD 83(1986)-  40 30 36.     (N)    119 20 09.     (W)     SCALED    
 LS0530* NAVD 88     -      1375.704  (meters)    4513.46   (feet)  ADJUSTED  
 LS0530  ___________________________________________________________________
 LS0530  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 LS0530  DYNAMIC HT  -        1374.615 (meters)    4509.88  (feet)  COMP
 LS0530  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 LS0530
 LS0530  VERT ORDER  -  SECOND    CLASS 0
 LS0530
 LS0530.The horizontal coordinates were scaled from a topographic map and have
 LS0530.an estimated accuracy of +/- 6 seconds.
 LS0530
 LS0530.The orthometric height was determined by differential leveling
 LS0530.and adjusted by the National Geodetic Survey in June 1991..
 LS0530
 LS0530.The geoid height was determined by GEOID03.
 LS0530
 LS0530.The dynamic height is computed by dividing the NAVD 88
 LS0530.geopotential number by the normal gravity value computed on the
 LS0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0530.degrees latitude (g = 980.6199 gals.).
 LS0530
 LS0530.The modeled gravity was interpolated from observed gravity values.
 LS0530
 LS0530;                    North         East    Units  Estimated Accuracy
 LS0530;SPC NV W     - 4,639,510.      736,230.      MT  (+/- 180 meters Scaled)
 LS0530
 LS0530                          SUPERSEDED SURVEY CONTROL
 LS0530
 LS0530  NGVD 29 (??/??/92) 1374.675  (m)         4510.08   (f) ADJ UNCH    2 0
 LS0530
 LS0530.Superseded values are not recommended for survey control.
 LS0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0530.See file dsdata.txt to determine how the superseded data were derived.
 LS0530
 LS0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE020869(NAD 83)
 LS0530_MARKER: DB = BENCH MARK DISK
 LS0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0530_SP_SET: CONCRETE POST
 LS0530_STAMPING: 54 HJH 1962 4510
 LS0530_MARK LOGO: USGS  
 LS0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0530+STABILITY: SURFACE MOTION
 LS0530
 LS0530  HISTORY     - Date     Condition        Report By
 LS0530  HISTORY     - 1962     MONUMENTED       USGS
 LS0530
 LS0530                          STATION DESCRIPTION
 LS0530
 LS0530'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0530'17.2 KM (10.70 MI) SOUTH FROM GERLACH.
 LS0530'10.7 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34, 200 YARDS NORTH
 LS0530'OFA Y - ROAD SOUTHEAST, 46 FEET WEST OF THE CENTERLINE.
 LS0530'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0651 ***********************************************************************
 LS0651  DESIGNATION -  54 LRC
 LS0651  PID         -  LS0651
 LS0651  STATE/COUNTY-  NV/HUMBOLDT
 LS0651  USGS QUAD   -  BLACK ROCK POINT EAST (1981)
 LS0651
 LS0651                         *CURRENT SURVEY CONTROL
 LS0651  ___________________________________________________________________
 LS0651* NAD 83(1986)-  40 52 46.     (N)    118 53 35.     (W)     SCALED    
 LS0651* NAVD 88     -      1209.113  (meters)    3966.90   (feet)  ADJUSTED  
 LS0651  ___________________________________________________________________
 LS0651  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 LS0651  DYNAMIC HT  -        1208.232 (meters)    3964.01  (feet)  COMP
 LS0651  MODELED GRAV-     979,854.3   (mgal)                       NAVD 88
 LS0651
 LS0651  VERT ORDER  -  SECOND    CLASS 0
 LS0651
 LS0651.The horizontal coordinates were scaled from a topographic map and have
 LS0651.an estimated accuracy of +/- 6 seconds.
 LS0651
 LS0651.The orthometric height was determined by differential leveling
 LS0651.and adjusted by the National Geodetic Survey in June 1991..
 LS0651
 LS0651.The geoid height was determined by GEOID03.
 LS0651
 LS0651.The dynamic height is computed by dividing the NAVD 88
 LS0651.geopotential number by the normal gravity value computed on the
 LS0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0651.degrees latitude (g = 980.6199 gals.).
 LS0651
 LS0651.The modeled gravity was interpolated from observed gravity values.
 LS0651
 LS0651;                    North         East    Units  Estimated Accuracy
 LS0651;SPC NV W     - 4,680,310.      773,900.      MT  (+/- 180 meters Scaled)
 LS0651
 LS0651                          SUPERSEDED SURVEY CONTROL
 LS0651
 LS0651  NGVD 29 (??/??/92) 1208.11   (m)         3963.6    (f) COMPUTED    2 0
 LS0651
 LS0651.Superseded values are not recommended for survey control.
 LS0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0651.See file dsdata.txt to determine how the superseded data were derived.
 LS0651
 LS0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF404270(NAD 83)
 LS0651_MARKER: DD = SURVEY DISK
 LS0651_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LS0651_SP_SET: PREFAB CONC. POST IN EARTH
 LS0651_STAMPING: 54 LRC 1972 3963
 LS0651_MARK LOGO: USGS  
 LS0651_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LS0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0651+SATELLITE: SATELLITE OBSERVATIONS - 1972
 LS0651
 LS0651  HISTORY     - Date     Condition        Report By
 LS0651  HISTORY     - 1972     MONUMENTED       USGS
 LS0651
 LS0651                          STATION DESCRIPTION
 LS0651
 LS0651'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LS0651'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 LS0651'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 LS0651'AND A TRACK ROAD NORTHWEST, THENCE 1.7 MILES NORTHWEST ALONG TRACK
 LS0651'ROAD TO A CURVE, 0.2 MILES NORTH OF A DRAIN CROSSING AT THE NORTH EDGE
 LS0651'OF A CLAY RIDGE, 39 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK
 LS0651'ROAD, AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0489 ***********************************************************************
 MU0489  DESIGNATION -  54 O
 MU0489  PID         -  MU0489
 MU0489  STATE/COUNTY-  NV/LANDER
 MU0489  USGS QUAD   -  CHINA CAMP (1970)
 MU0489
 MU0489                         *CURRENT SURVEY CONTROL
 MU0489  ___________________________________________________________________
 MU0489* NAD 83(1986)-  41 09 10.     (N)    116 25 58.     (W)     SCALED    
 MU0489* NAVD 88     -      1794.091  (meters)    5886.11   (feet)  POSTED    
 MU0489  ___________________________________________________________________
 MU0489  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 MU0489  DYNAMIC HT  -        1792.620 (meters)    5881.29  (feet)  COMP
 MU0489  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 MU0489
 MU0489  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0489
 MU0489.The horizontal coordinates were scaled from a topographic map and have
 MU0489.an estimated accuracy of +/- 6 seconds.
 MU0489
 MU0489.The orthometric height was determined by differential leveling
 MU0489.and adjusted by the National Geodetic Survey in 1992..
 MU0489.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0489.rate of 0.0 thru 1.0 mm/km.
 MU0489
 MU0489.The geoid height was determined by GEOID03.
 MU0489
 MU0489.The dynamic height is computed by dividing the NAVD 88
 MU0489.geopotential number by the normal gravity value computed on the
 MU0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0489.degrees latitude (g = 980.6199 gals.).
 MU0489
 MU0489.The modeled gravity was interpolated from observed gravity values.
 MU0489
 MU0489;                    North         East    Units  Estimated Accuracy
 MU0489;SPC NV C     - 6,710,640.      519,630.      MT  (+/- 180 meters Scaled)
 MU0489
 MU0489                          SUPERSEDED SURVEY CONTROL
 MU0489
 MU0489.No superseded survey control is available for this station.
 MU0489
 MU0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF475558(NAD 83)
 MU0489_MARKER: DD = SURVEY DISK
 MU0489_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MU0489_SP_SET: PREFAB CONC. POST IN EARTH
 MU0489_STAMPING: 54 O 1963
 MU0489_MARK LOGO: USGS  
 MU0489_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0489+SATELLITE: SATELLITE OBSERVATIONS - 1963
 MU0489
 MU0489  HISTORY     - Date     Condition        Report By
 MU0489  HISTORY     - 1963     MONUMENTED       USGS
 MU0489
 MU0489                          STATION DESCRIPTION
 MU0489
 MU0489'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MU0489'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 MU0489'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 MU0489'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 MU0489'NORTHEAST ALONG ROAD, THENCE 33.5 MILES NORTHEAST ALONG ROAD, 10.4
 MU0489'MILES NORTHEAST OF TIE CORRAL RANCH, 4.9 MILES WEST OF ST. JOHN RANCH,
 MU0489'ON A SUMMIT, 41 FEET SOUTH OF THE CENTERLINE OF A T-ROAD, 5 FEET
 MU0489'NORTHEAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0694 ***********************************************************************
 GS0694  DESIGNATION -  54 TJS
 GS0694  PID         -  GS0694
 GS0694  STATE/COUNTY-  NV/NYE
 GS0694  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0694
 GS0694                         *CURRENT SURVEY CONTROL
 GS0694  ___________________________________________________________________
 GS0694* NAD 83(1986)-  36 48 25.     (N)    116 26 13.     (W)     SCALED    
 GS0694* NAVD 88     -      1110.892  (meters)    3644.65   (feet)  ADJUSTED  
 GS0694  ___________________________________________________________________
 GS0694  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 GS0694  DYNAMIC HT  -        1109.681 (meters)    3640.68  (feet)  COMP
 GS0694  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 GS0694
 GS0694  VERT ORDER  -  FIRST     CLASS I
 GS0694
 GS0694.The horizontal coordinates were scaled from a topographic map and have
 GS0694.an estimated accuracy of +/- 6 seconds.
 GS0694
 GS0694.The orthometric height was determined by differential leveling
 GS0694.and adjusted by the National Geodetic Survey in May 2004..
 GS0694
 GS0694.The geoid height was determined by GEOID03.
 GS0694
 GS0694.The dynamic height is computed by dividing the NAVD 88
 GS0694.geopotential number by the normal gravity value computed on the
 GS0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0694.degrees latitude (g = 980.6199 gals.).
 GS0694
 GS0694.The modeled gravity was interpolated from observed gravity values.
 GS0694
 GS0694;                    North         East    Units  Estimated Accuracy
 GS0694;SPC NV C     - 6,228,230.      520,500.      MT  (+/- 180 meters Scaled)
 GS0694
 GS0694                          SUPERSEDED SURVEY CONTROL
 GS0694
 GS0694  NAVD 88 (??/??/92) 1110.895  (m)         3644.66   (f) UNKNOWN     3 0
 GS0694  NGVD 29 (05/01/91) 1109.990  (m)         3641.69   (f) ADJUSTED    1 1
 GS0694
 GS0694.Superseded values are not recommended for survey control.
 GS0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0694.See file dsdata.txt to determine how the superseded data were derived.
 GS0694
 GS0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA502736(NAD 83)
 GS0694_MARKER: DB = BENCH MARK DISK
 GS0694_SETTING: 66 = SET IN ROCK OUTCROP
 GS0694_SP_SET: BEDROCK
 GS0694_STAMPING: 54 TJS 1983
 GS0694_MARK LOGO: USGS  
 GS0694_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0694+STABILITY: POSITION/ELEVATION WELL
 GS0694
 GS0694  HISTORY     - Date     Condition        Report By
 GS0694  HISTORY     - 1983     MONUMENTED       USGS
 GS0694  HISTORY     - 1986     GOOD             USGS
 GS0694  HISTORY     - 1988     GOOD             USGS
 GS0694  HISTORY     - 19910422 GOOD             USGS
 GS0694  HISTORY     - 19930203 GOOD             USGS
 GS0694  HISTORY     - 19950209 GOOD             USGS
 GS0694
 GS0694                          STATION DESCRIPTION
 GS0694
 GS0694'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0694'55.1 KM (34.25 MI) NW FROM MERCURY.
 GS0694'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0694'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0694'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0694'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0694'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0694'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0694'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0694'1.8 MILES, 39 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 GS0694'THE MARK IS 6 FT  S FROM  A ROCK CAIRN
 GS0694
 GS0694                          STATION RECOVERY (1986)
 GS0694
 GS0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0694'RECOVERED IN GOOD CONDITION.
 GS0694
 GS0694                          STATION RECOVERY (1988)
 GS0694
 GS0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0694'RECOVERED IN GOOD CONDITION.
 GS0694
 GS0694                          STATION RECOVERY (1991)
 GS0694
 GS0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0694'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0694'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0694'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0694'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0694'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0694'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0694'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0694'1.8 MILES, 39 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 GS0694
 GS0694                          STATION RECOVERY (1993)
 GS0694
 GS0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0694'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0694'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0694'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0694'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0694'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0694'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0694'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.95 MILES (3.14 KM) TO A
 GS0694'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 1.8 MILES
 GS0694'(2.9 KM), 39 FEET (11.9 M) NORTH OF THE CENTERLINE OF THE ROAD.
 GS0694
 GS0694                          STATION RECOVERY (1995)
 GS0694
 GS0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0694'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0166 ***********************************************************************
 KQ0166  DESIGNATION -  5412.6
 KQ0166  PID         -  KQ0166
 KQ0166  STATE/COUNTY-  NV/LANDER
 KQ0166  USGS QUAD   -  MANHATTAN MTN (1980)
 KQ0166
 KQ0166                         *CURRENT SURVEY CONTROL
 KQ0166  ___________________________________________________________________
 KQ0166* NAD 83(1986)-  39 46 00.     (N)    117 08 30.     (W)     SCALED    
 KQ0166* NAVD 88     -      1650.015  (meters)    5413.42   (feet)  ADJUSTED  
 KQ0166  ___________________________________________________________________
 KQ0166  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 KQ0166  DYNAMIC HT  -        1648.444 (meters)    5408.27  (feet)  COMP
 KQ0166  MODELED GRAV-     979,616.2   (mgal)                       NAVD 88
 KQ0166
 KQ0166  VERT ORDER  -  FIRST     CLASS II
 KQ0166
 KQ0166.The horizontal coordinates were scaled from a topographic map and have
 KQ0166.an estimated accuracy of +/- 6 seconds.
 KQ0166
 KQ0166.The orthometric height was determined by differential leveling
 KQ0166.and adjusted by the National Geodetic Survey in June 1991..
 KQ0166
 KQ0166.The geoid height was determined by GEOID03.
 KQ0166
 KQ0166.The dynamic height is computed by dividing the NAVD 88
 KQ0166.geopotential number by the normal gravity value computed on the
 KQ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0166.degrees latitude (g = 980.6199 gals.).
 KQ0166
 KQ0166.The modeled gravity was interpolated from observed gravity values.
 KQ0166
 KQ0166;                    North         East    Units  Estimated Accuracy
 KQ0166;SPC NV C     - 6,556,820.      459,300.      MT  (+/- 180 meters Scaled)
 KQ0166
 KQ0166                          SUPERSEDED SURVEY CONTROL
 KQ0166
 KQ0166  NGVD 29 (??/??/92) 1648.818  (m)         5409.50   (f) ADJ UNCH    1 2
 KQ0166
 KQ0166.Superseded values are not recommended for survey control.
 KQ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0166.See file dsdata.txt to determine how the superseded data were derived.
 KQ0166
 KQ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME878018(NAD 83)
 KQ0166_MARKER: Z = SEE DESCRIPTION
 KQ0166_SETTING: 0 = UNSPECIFIED SETTING
 KQ0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0166
 KQ0166  HISTORY     - Date     Condition        Report By
 KQ0166  HISTORY     - UNK      MONUMENTED       USGS
 KQ0166  HISTORY     - 1934     GOOD             NGS
 KQ0166  HISTORY     - 1985     MARK NOT FOUND   NGS
 KQ0166
 KQ0166                          STATION DESCRIPTION
 KQ0166
 KQ0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KQ0166'24.9 MI NW FROM AUSTIN.
 KQ0166'24.9 MILES NORTHWEST ALONG THE NEVADA CENTRAL RAILROAD FROM AUSTIN,
 KQ0166'LANDER COUNTY, 3 FEET EAST OF MILEPOST 66, AND 25 FEET WEST OF THE
 KQ0166'TRACK.  A STEEL PIN.
 KQ0166
 KQ0166                          STATION RECOVERY (1985)
 KQ0166
 KQ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0166'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0050 ***********************************************************************
 MU0050  DESIGNATION -  5452
 MU0050  PID         -  MU0050
 MU0050  STATE/COUNTY-  NV/ELKO
 MU0050  USGS QUAD   -  OWYHEE (1971)
 MU0050
 MU0050                         *CURRENT SURVEY CONTROL
 MU0050  ___________________________________________________________________
 MU0050* NAD 83(1986)-  41 55 03.     (N)    116 03 49.     (W)     SCALED    
 MU0050* NAVD 88     -      1662.732  (meters)    5455.15   (feet)  ADJUSTED  
 MU0050  ___________________________________________________________________
 MU0050  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 MU0050  DYNAMIC HT  -        1661.526 (meters)    5451.19  (feet)  COMP
 MU0050  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 MU0050
 MU0050  VERT ORDER  -  SECOND    CLASS 0
 MU0050
 MU0050.The horizontal coordinates were scaled from a topographic map and have
 MU0050.an estimated accuracy of +/- 6 seconds.
 MU0050
 MU0050.The orthometric height was determined by differential leveling
 MU0050.and adjusted by the National Geodetic Survey in June 1991..
 MU0050
 MU0050.The geoid height was determined by GEOID03.
 MU0050
 MU0050.The dynamic height is computed by dividing the NAVD 88
 MU0050.geopotential number by the normal gravity value computed on the
 MU0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0050.degrees latitude (g = 980.6199 gals.).
 MU0050
 MU0050.The modeled gravity was interpolated from observed gravity values.
 MU0050
 MU0050;                    North         East    Units  Estimated Accuracy
 MU0050;SPC NV E     - 8,795,650.      160,160.      MT  (+/- 180 meters Scaled)
 MU0050
 MU0050                          SUPERSEDED SURVEY CONTROL
 MU0050
 MU0050  NGVD 29 (??/??/92) 1661.565  (m)         5451.32   (f) ADJ UNCH    2 0
 MU0050
 MU0050.Superseded values are not recommended for survey control.
 MU0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0050.See file dsdata.txt to determine how the superseded data were derived.
 MU0050
 MU0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG776410(NAD 83)
 MU0050_MARKER: DB = BENCH MARK DISK
 MU0050_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MU0050_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MU0050_STAMPING: 11 5452
 MU0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0050
 MU0050  HISTORY     - Date     Condition        Report By
 MU0050  HISTORY     - UNK      MONUMENTED       USGLO
 MU0050  HISTORY     - 1970     GOOD             USGS
 MU0050
 MU0050                          STATION DESCRIPTION
 MU0050
 MU0050'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 MU0050'0.5 MI SE FROM OWYHEE.
 MU0050'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE GRADE SCHOOL AT
 MU0050'OWYHEE.  3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE POST
 MU0050'OFFICE AT OWYHEE.  NEAR      SKULL CREEK.  ABOUT 355 FEET WEST OF THE
 MU0050'HIGHWAY CROSSING OVER SKULL CREEK.  ABOUT 270 FEET SOUTH OF A
 MU0050'TELEPHONE POLE PAINTED WITH A WHITE ARROW AND THE LETTERS BM.  183
 MU0050'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY IN A SMALL CUT. ABOUT
 MU0050'50 FEET NORTHEAST OF AN OLD, DIM TRACK ROAD.  A BRASS CAP RIVETED ON
 MU0050'THE TOP OF A 2-INCH IRON PIPE PROJECTING 0.7 FEET ABOVE THE GROUND.
 MU0050'THE PIPE IS STAMPED U. S. LAND OFFICE, NOT U. S. GENERAL LAND OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0164 ***********************************************************************
 KQ0164  DESIGNATION -  5453.7
 KQ0164  PID         -  KQ0164
 KQ0164  STATE/COUNTY-  NV/LANDER
 KQ0164  USGS QUAD   -  VIGUS BUTTE NW (1969)
 KQ0164
 KQ0164                         *CURRENT SURVEY CONTROL
 KQ0164  ___________________________________________________________________
 KQ0164* NAD 83(1986)-  39 43 57.     (N)    117 10 52.     (W)     SCALED    
 KQ0164* NAVD 88     -      1662.583  (meters)    5454.66   (feet)  ADJUSTED  
 KQ0164  ___________________________________________________________________
 KQ0164  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 KQ0164  DYNAMIC HT  -        1660.960 (meters)    5449.33  (feet)  COMP
 KQ0164  MODELED GRAV-     979,592.5   (mgal)                       NAVD 88
 KQ0164
 KQ0164  VERT ORDER  -  FIRST     CLASS II
 KQ0164
 KQ0164.The horizontal coordinates were scaled from a topographic map and have
 KQ0164.an estimated accuracy of +/- 6 seconds.
 KQ0164
 KQ0164.The orthometric height was determined by differential leveling
 KQ0164.and adjusted by the National Geodetic Survey in June 1991..
 KQ0164
 KQ0164.The geoid height was determined by GEOID03.
 KQ0164
 KQ0164.The dynamic height is computed by dividing the NAVD 88
 KQ0164.geopotential number by the normal gravity value computed on the
 KQ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0164.degrees latitude (g = 980.6199 gals.).
 KQ0164
 KQ0164.The modeled gravity was interpolated from observed gravity values.
 KQ0164
 KQ0164;                    North         East    Units  Estimated Accuracy
 KQ0164;SPC NV C     - 6,553,040.      455,900.      MT  (+/- 180 meters Scaled)
 KQ0164
 KQ0164                          SUPERSEDED SURVEY CONTROL
 KQ0164
 KQ0164  NGVD 29 (??/??/92) 1661.351  (m)         5450.62   (f) ADJ UNCH    1 2
 KQ0164
 KQ0164.Superseded values are not recommended for survey control.
 KQ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0164.See file dsdata.txt to determine how the superseded data were derived.
 KQ0164
 KQ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD844980(NAD 83)
 KQ0164_MARKER: Z = SEE DESCRIPTION
 KQ0164_SETTING: 0 = UNSPECIFIED SETTING
 KQ0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0164
 KQ0164  HISTORY     - Date     Condition        Report By
 KQ0164  HISTORY     - UNK      MONUMENTED       USGS
 KQ0164  HISTORY     - 1934     GOOD             NGS
 KQ0164
 KQ0164                          STATION DESCRIPTION
 KQ0164
 KQ0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KQ0164'21.9 MI NW FROM AUSTIN.
 KQ0164'21.9 MILES NORTHWEST ALONG THE NEVADA CENTRAL RAILROAD FROM AUSTIN,
 KQ0164'LANDER COUNTY, 1.1 MILES SOUTHWEST OF THE STATION AT SILVER CREEK, 40
 KQ0164'FEET NORTHWEST OF AN OLD ROAD CROSSING, AND 2 FEET EAST OF A POLE.  A
 KQ0164'STEEL PIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0439 ***********************************************************************
 MT0439  DESIGNATION -  5466.897
 MT0439  PID         -  MT0439
 MT0439  STATE/COUNTY-  NV/ELKO
 MT0439  USGS QUAD   -  TWIN BUTTES (1982)
 MT0439
 MT0439                         *CURRENT SURVEY CONTROL
 MT0439  ___________________________________________________________________
 MT0439* NAD 83(1986)-  41 08 40.     (N)    115 17 01.     (W)     SCALED    
 MT0439* NAVD 88     -      1667.491  (meters)    5470.76   (feet)  ADJUSTED  
 MT0439  ___________________________________________________________________
 MT0439  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 MT0439  DYNAMIC HT  -        1666.130 (meters)    5466.29  (feet)  COMP
 MT0439  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 MT0439
 MT0439  VERT ORDER  -  SECOND    CLASS 0
 MT0439
 MT0439.The horizontal coordinates were scaled from a topographic map and have
 MT0439.an estimated accuracy of +/- 6 seconds.
 MT0439
 MT0439.The orthometric height was determined by differential leveling
 MT0439.and adjusted by the National Geodetic Survey in June 1991..
 MT0439
 MT0439.The geoid height was determined by GEOID03.
 MT0439
 MT0439.The dynamic height is computed by dividing the NAVD 88
 MT0439.geopotential number by the normal gravity value computed on the
 MT0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0439.degrees latitude (g = 980.6199 gals.).
 MT0439
 MT0439.The modeled gravity was interpolated from observed gravity values.
 MT0439
 MT0439;                    North         East    Units  Estimated Accuracy
 MT0439;SPC NV E     - 8,709,730.      225,160.      MT  (+/- 180 meters Scaled)
 MT0439
 MT0439                          SUPERSEDED SURVEY CONTROL
 MT0439
 MT0439  NGVD 29 (??/??/92) 1666.335  (m)         5466.97   (f) ADJ UNCH    2 0
 MT0439
 MT0439.Superseded values are not recommended for survey control.
 MT0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0439.See file dsdata.txt to determine how the superseded data were derived.
 MT0439
 MT0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF440562(NAD 83)
 MT0439_MARKER: Q = CHISELED SQUARE
 MT0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MT0439_SP_SET: FOOTING
 MT0439_STAMPING: 5466.897
 MT0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0439
 MT0439  HISTORY     - Date     Condition        Report By
 MT0439  HISTORY     - UNK      MONUMENTED       USGS
 MT0439  HISTORY     - 1934     GOOD             NGS
 MT0439
 MT0439                          STATION DESCRIPTION
 MT0439
 MT0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0439'5.5 MI N FROM DEETH.
 MT0439'5.5 MILES NORTH OF SOUTHERN PACIFIC DEPOT AT DEETH IN TOP OF CONCRETE
 MT0439'FOOTING TO SOUTH BRACE POLE OF CATTLE GUARD.  21 FEET SOUTH OF THE
 MT0439'CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0682 ***********************************************************************
 LR0682  DESIGNATION -  55
 LR0682  PID         -  LR0682
 LR0682  STATE/COUNTY-  NV/HUMBOLDT
 LR0682  USGS QUAD   -  POLE CREEK (1983)
 LR0682
 LR0682                         *CURRENT SURVEY CONTROL
 LR0682  ___________________________________________________________________
 LR0682* NAD 83(1986)-  40 58 43.     (N)    117 32 10.     (W)     SCALED    
 LR0682* NAVD 88     -      1334.527  (meters)    4378.36   (feet)  ADJUSTED  
 LR0682  ___________________________________________________________________
 LR0682  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 LR0682  DYNAMIC HT  -        1333.515 (meters)    4375.04  (feet)  COMP
 LR0682  MODELED GRAV-     979,820.2   (mgal)                       NAVD 88
 LR0682
 LR0682  VERT ORDER  -  SECOND    CLASS 0
 LR0682
 LR0682.The horizontal coordinates were scaled from a topographic map and have
 LR0682.an estimated accuracy of +/- 6 seconds.
 LR0682
 LR0682.The orthometric height was determined by differential leveling
 LR0682.and adjusted by the National Geodetic Survey in June 1991..
 LR0682
 LR0682.The geoid height was determined by GEOID03.
 LR0682
 LR0682.The dynamic height is computed by dividing the NAVD 88
 LR0682.geopotential number by the normal gravity value computed on the
 LR0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0682.degrees latitude (g = 980.6199 gals.).
 LR0682
 LR0682.The modeled gravity was interpolated from observed gravity values.
 LR0682
 LR0682;                    North         East    Units  Estimated Accuracy
 LR0682;SPC NV W     - 4,691,800.      888,130.      MT  (+/- 180 meters Scaled)
 LR0682
 LR0682                          SUPERSEDED SURVEY CONTROL
 LR0682
 LR0682  NGVD 29 (??/??/92) 1333.498  (m)         4374.98   (f) ADJ UNCH    2 0
 LR0682
 LR0682.Superseded values are not recommended for survey control.
 LR0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0682.See file dsdata.txt to determine how the superseded data were derived.
 LR0682
 LR0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF548365(NAD 83)
 LR0682_MARKER: DD = SURVEY DISK
 LR0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0682_STAMPING: BM I-001-3 (2) 55
 LR0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0682+STABILITY: SURFACE MOTION
 LR0682
 LR0682  HISTORY     - Date     Condition        Report By
 LR0682  HISTORY     - UNK      MONUMENTED       NVDH
 LR0682  HISTORY     - 1958     GOOD             NGS
 LR0682  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0682
 LR0682                          STATION DESCRIPTION
 LR0682
 LR0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0682'3.15 MI NW FROM GOLCONDA.
 LR0682'3.15 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT
 LR0682'GOLCONDA, 138.0 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 3.3 FEET
 LR0682'NORTHEAST OF A STEEL WITNESS POST, 2.2 FEET NORTHEAST OF A FENCE LINE,
 LR0682'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LR0682
 LR0682                          STATION RECOVERY (1984)
 LR0682
 LR0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0682'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0598 ***********************************************************************
 MU0598  DESIGNATION -  55 BKC
 MU0598  PID         -  MU0598
 MU0598  STATE/COUNTY-  NV/ELKO
 MU0598  USGS QUAD   -  HUMBOLDT HILL (1973)
 MU0598
 MU0598                         *CURRENT SURVEY CONTROL
 MU0598  ___________________________________________________________________
 MU0598* NAD 83(1986)-  41 33 12.     (N)    116 58 49.     (W)     SCALED    
 MU0598* NAVD 88     -      1592.642  (meters)    5225.19   (feet)  POSTED    
 MU0598  ___________________________________________________________________
 MU0598  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 MU0598  DYNAMIC HT  -        1591.460 (meters)    5221.31  (feet)  COMP
 MU0598  MODELED GRAV-     979,824.9   (mgal)                       NAVD 88
 MU0598
 MU0598  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0598
 MU0598.The horizontal coordinates were scaled from a topographic map and have
 MU0598.an estimated accuracy of +/- 6 seconds.
 MU0598
 MU0598.The orthometric height was determined by differential leveling
 MU0598.and adjusted by the National Geodetic Survey in 1992..
 MU0598.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0598.rate of 1.1 thru 2.0 mm/km.
 MU0598
 MU0598.The geoid height was determined by GEOID03.
 MU0598
 MU0598.The dynamic height is computed by dividing the NAVD 88
 MU0598.geopotential number by the normal gravity value computed on the
 MU0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0598.degrees latitude (g = 980.6199 gals.).
 MU0598
 MU0598.The modeled gravity was interpolated from observed gravity values.
 MU0598
 MU0598;                    North         East    Units  Estimated Accuracy
 MU0598;SPC NV E     - 8,756,040.       83,470.      MT  (+/- 180 meters Scaled)
 MU0598
 MU0598                          SUPERSEDED SURVEY CONTROL
 MU0598
 MU0598.No superseded survey control is available for this station.
 MU0598
 MU0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG016001(NAD 83)
 MU0598_MARKER: DD = SURVEY DISK
 MU0598_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0598_SP_SET: COPPER-CLAD STEEL ROD
 MU0598_STAMPING: 55 BKC 1973 5221
 MU0598_MARK LOGO: USGS  
 MU0598_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0598+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0598
 MU0598  HISTORY     - Date     Condition        Report By
 MU0598  HISTORY     - 1973     MONUMENTED       USGS
 MU0598
 MU0598                          STATION DESCRIPTION
 MU0598
 MU0598'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0598'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0598'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0598'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 2.7 MILES NORTH ALONG ROAD,
 MU0598'1.7 MILES SOUTHEAST AND 6.6 MILES NORTH OF LITTLE HUMBOLT RANCH, 60
 MU0598'FEET WEST OF THE CENTERLINE OF THE ROAD, 4 FEET NORTHWEST OF A CAIRN,
 MU0598'SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0598'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0473 ***********************************************************************
 JP0473  DESIGNATION -  55 DOR
 JP0473  PID         -  JP0473
 JP0473  STATE/COUNTY-  NV/LINCOLN
 JP0473  USGS QUAD   -  BRISTOL RANGE SE (1970)
 JP0473
 JP0473                         *CURRENT SURVEY CONTROL
 JP0473  ___________________________________________________________________
 JP0473* NAD 83(1986)-  38 06 48.     (N)    114 36 22.     (W)     SCALED    
 JP0473* NAVD 88     -      1870.056  (meters)    6135.34   (feet)  ADJUSTED  
 JP0473  ___________________________________________________________________
 JP0473  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 JP0473  DYNAMIC HT  -        1867.875 (meters)    6128.19  (feet)  COMP
 JP0473  MODELED GRAV-     979,396.5   (mgal)                       NAVD 88
 JP0473
 JP0473  VERT ORDER  -  SECOND    CLASS 0
 JP0473
 JP0473.The horizontal coordinates were scaled from a topographic map and have
 JP0473.an estimated accuracy of +/- 6 seconds.
 JP0473
 JP0473.The orthometric height was determined by differential leveling
 JP0473.and adjusted by the National Geodetic Survey in June 1991..
 JP0473
 JP0473.The geoid height was determined by GEOID03.
 JP0473
 JP0473.The dynamic height is computed by dividing the NAVD 88
 JP0473.geopotential number by the normal gravity value computed on the
 JP0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0473.degrees latitude (g = 980.6199 gals.).
 JP0473
 JP0473.The modeled gravity was interpolated from observed gravity values.
 JP0473
 JP0473;                    North         East    Units  Estimated Accuracy
 JP0473;SPC NV E     - 8,373,630.      285,690.      MT  (+/- 180 meters Scaled)
 JP0473
 JP0473                          SUPERSEDED SURVEY CONTROL
 JP0473
 JP0473  NGVD 29 (??/??/92) 1868.79   (m)         6131.2    (f) COMPUTED    2 0
 JP0473
 JP0473.Superseded values are not recommended for survey control.
 JP0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0473.See file dsdata.txt to determine how the superseded data were derived.
 JP0473
 JP0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC098210(NAD 83)
 JP0473_MARKER: DD = SURVEY DISK
 JP0473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0473_SP_SET: COPPER-CLAD STEEL ROD
 JP0473_STAMPING: 55 DOR 1968 6132
 JP0473_MARK LOGO: USGS  
 JP0473_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0473+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0473
 JP0473  HISTORY     - Date     Condition        Report By
 JP0473  HISTORY     - 1968     MONUMENTED       USGS
 JP0473
 JP0473                          STATION DESCRIPTION
 JP0473
 JP0473'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0473'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0473'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 1.9 MILES
 JP0473'WEST, 50 FEET NORTHEAST AND 2 FEET LOWER THAN THE ROAD, 25 FEET
 JP0473'NORTHWEST OF A JUNIPER TREE, 2 FEET SOUTHWEST OF A WITNESS SIGN, SET
 JP0473'ON A COPPER-COATED ROD ENCLOSED BY FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0635 ***********************************************************************
 JP0635  DESIGNATION -  55 DOR
 JP0635  PID         -  JP0635
 JP0635  STATE/COUNTY-  NV/LINCOLN
 JP0635  USGS QUAD   -  THE GOUGE EYE (1978)
 JP0635
 JP0635                         *CURRENT SURVEY CONTROL
 JP0635  ___________________________________________________________________
 JP0635* NAD 83(1986)-  38 34 40.     (N)    114 23 11.     (W)     SCALED    
 JP0635* NAVD 88     -      1850.832  (meters)    6072.27   (feet)  ADJUSTED  
 JP0635  ___________________________________________________________________
 JP0635  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 JP0635  DYNAMIC HT  -        1848.797 (meters)    6065.59  (feet)  COMP
 JP0635  MODELED GRAV-     979,463.1   (mgal)                       NAVD 88
 JP0635
 JP0635  VERT ORDER  -  SECOND    CLASS 0
 JP0635
 JP0635.The horizontal coordinates were scaled from a topographic map and have
 JP0635.an estimated accuracy of +/- 6 seconds.
 JP0635
 JP0635.The orthometric height was determined by differential leveling
 JP0635.and adjusted by the National Geodetic Survey in August 1995..
 JP0635
 JP0635.The geoid height was determined by GEOID03.
 JP0635
 JP0635.The dynamic height is computed by dividing the NAVD 88
 JP0635.geopotential number by the normal gravity value computed on the
 JP0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0635.degrees latitude (g = 980.6199 gals.).
 JP0635
 JP0635.The modeled gravity was interpolated from observed gravity values.
 JP0635
 JP0635;                    North         East    Units  Estimated Accuracy
 JP0635;SPC NV E     - 8,425,410.      304,290.      MT  (+/- 180 meters Scaled)
 JP0635
 JP0635                          SUPERSEDED SURVEY CONTROL
 JP0635
 JP0635.No superseded survey control is available for this station.
 JP0635
 JP0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC276731(NAD 83)
 JP0635_MARKER: DD = SURVEY DISK
 JP0635_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0635_SP_SET: COPPER-CLAD STEEL ROD
 JP0635_STAMPING: 55 DOR 1973 6068
 JP0635_MARK LOGO: USGS  
 JP0635_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0635
 JP0635  HISTORY     - Date     Condition        Report By
 JP0635  HISTORY     - 1973     MONUMENTED       USGS
 JP0635
 JP0635                          STATION DESCRIPTION
 JP0635
 JP0635'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0635'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0635'ROAD TO THE MAIN ROAD, THENCE 8.6 MILES NORTH ALONG THE MAIN ROAD, 60
 JP0635'FEET EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD AT A SMALL BLADED
 JP0635'DRAIN,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN
 JP0635'A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0419 ***********************************************************************
 NW0419  DESIGNATION -  55 HEI
 NW0419  PID         -  NW0419
 NW0419  STATE/COUNTY-  NV/HUMBOLDT
 NW0419  USGS QUAD   -  STAR VALLEY KNOLL (1982)
 NW0419
 NW0419                         *CURRENT SURVEY CONTROL
 NW0419  ___________________________________________________________________
 NW0419* NAD 83(1986)-  42 03 10.     (N)    117 02 21.     (W)     SCALED    
 NW0419* NAVD 88     -      1626.136  (meters)    5335.08   (feet)  POSTED    
 NW0419  ___________________________________________________________________
 NW0419  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 NW0419  DYNAMIC HT  -        1625.000 (meters)    5331.35  (feet)  COMP
 NW0419  MODELED GRAV-     979,868.0   (mgal)                       NAVD 88
 NW0419
 NW0419  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0419
 NW0419.The horizontal coordinates were scaled from a topographic map and have
 NW0419.an estimated accuracy of +/- 6 seconds.
 NW0419
 NW0419.The orthometric height was determined by differential leveling
 NW0419.and adjusted by the National Geodetic Survey in 1992..
 NW0419.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0419.rate of 0.0 thru 1.0 mm/km.
 NW0419
 NW0419.The geoid height was determined by GEOID03.
 NW0419
 NW0419.The dynamic height is computed by dividing the NAVD 88
 NW0419.geopotential number by the normal gravity value computed on the
 NW0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0419.degrees latitude (g = 980.6199 gals.).
 NW0419
 NW0419.The modeled gravity was interpolated from observed gravity values.
 NW0419
 NW0419;                    North         East    Units  Estimated Accuracy
 NW0419;SPC NV W     - 4,811,710.      927,820.      MT  (+/- 180 meters Scaled)
 NW0419
 NW0419                          SUPERSEDED SURVEY CONTROL
 NW0419
 NW0419.No superseded survey control is available for this station.
 NW0419
 NW0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG967556(NAD 83)
 NW0419_MARKER: DD = SURVEY DISK
 NW0419_SETTING: 80 = SET IN A BOULDER
 NW0419_SP_SET: IN DRILL HOLE IN A BOULDER
 NW0419_STAMPING: 55 HEI 1974 5331
 NW0419_MARK LOGO: USGS  
 NW0419_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0419+STABILITY: SURFACE MOTION
 NW0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0419+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NW0419
 NW0419  HISTORY     - Date     Condition        Report By
 NW0419  HISTORY     - 1974     MONUMENTED       USGS
 NW0419
 NW0419                          STATION DESCRIPTION
 NW0419
 NW0419'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0419'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0419'ROAD TO A Y-ROAD, THENCE 4.8 MILES NORTHWEST AND GENERALLY WEST, 19
 NW0419'FEET SOUTH AND LEVEL WITH THE CENTERLINE OF THE ROAD (CAIRN), SET IN
 NW0419'LOW POINT OF BOULDER PROJECTING ABOUT 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0531 ***********************************************************************
 LS0531  DESIGNATION -  55 HJH
 LS0531  PID         -  LS0531
 LS0531  STATE/COUNTY-  NV/WASHOE
 LS0531  USGS QUAD   -  EMPIRE (1990)
 LS0531
 LS0531                         *CURRENT SURVEY CONTROL
 LS0531  ___________________________________________________________________
 LS0531* NAD 83(1986)-  40 31 34.     (N)    119 20 14.     (W)     SCALED    
 LS0531* NAVD 88     -      1323.709  (meters)    4342.87   (feet)  ADJUSTED  
 LS0531  ___________________________________________________________________
 LS0531  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 LS0531  DYNAMIC HT  -        1322.673 (meters)    4339.47  (feet)  COMP
 LS0531  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 LS0531
 LS0531  VERT ORDER  -  SECOND    CLASS 0
 LS0531
 LS0531.The horizontal coordinates were scaled from a topographic map and have
 LS0531.an estimated accuracy of +/- 6 seconds.
 LS0531
 LS0531.The orthometric height was determined by differential leveling
 LS0531.and adjusted by the National Geodetic Survey in June 1991..
 LS0531
 LS0531.The geoid height was determined by GEOID03.
 LS0531
 LS0531.The dynamic height is computed by dividing the NAVD 88
 LS0531.geopotential number by the normal gravity value computed on the
 LS0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0531.degrees latitude (g = 980.6199 gals.).
 LS0531
 LS0531.The modeled gravity was interpolated from observed gravity values.
 LS0531
 LS0531;                    North         East    Units  Estimated Accuracy
 LS0531;SPC NV W     - 4,641,300.      736,130.      MT  (+/- 180 meters Scaled)
 LS0531
 LS0531                          SUPERSEDED SURVEY CONTROL
 LS0531
 LS0531  NGVD 29 (??/??/92) 1322.691  (m)         4339.53   (f) ADJ UNCH    2 0
 LS0531
 LS0531.Superseded values are not recommended for survey control.
 LS0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0531.See file dsdata.txt to determine how the superseded data were derived.
 LS0531
 LS0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE020887(NAD 83)
 LS0531_MARKER: DB = BENCH MARK DISK
 LS0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0531_SP_SET: CONCRETE POST
 LS0531_STAMPING: 55 HJH 1962 4339
 LS0531_MARK LOGO: USGS  
 LS0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0531+STABILITY: SURFACE MOTION
 LS0531
 LS0531  HISTORY     - Date     Condition        Report By
 LS0531  HISTORY     - 1962     MONUMENTED       USGS
 LS0531
 LS0531                          STATION DESCRIPTION
 LS0531
 LS0531'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0531'15.4 KM (9.60 MI) SOUTH FROM GERLACH.
 LS0531'9.6 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34 ON A KNOLL, 47 FEET
 LS0531'WEST OF THE HIGHWAY CENTERLINE.
 LS0531'THE MARK IS 3.0 FT  SW FROM  A WITNESS POST
 LS0531'THE MARK IS 2.0 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0652 ***********************************************************************
 LS0652  DESIGNATION -  55 LRC
 LS0652  PID         -  LS0652
 LS0652  STATE/COUNTY-  NV/HUMBOLDT
 LS0652  USGS QUAD   -  CHOLONA (1981)
 LS0652
 LS0652                         *CURRENT SURVEY CONTROL
 LS0652  ___________________________________________________________________
 LS0652* NAD 83(1986)-  40 52 08.     (N)    118 52 43.     (W)     SCALED    
 LS0652* NAVD 88     -      1219.743  (meters)    4001.77   (feet)  ADJUSTED  
 LS0652  ___________________________________________________________________
 LS0652  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 LS0652  DYNAMIC HT  -        1218.850 (meters)    3998.84  (feet)  COMP
 LS0652  MODELED GRAV-     979,850.6   (mgal)                       NAVD 88
 LS0652
 LS0652  VERT ORDER  -  SECOND    CLASS 0
 LS0652
 LS0652.The horizontal coordinates were scaled from a topographic map and have
 LS0652.an estimated accuracy of +/- 6 seconds.
 LS0652
 LS0652.The orthometric height was determined by differential leveling
 LS0652.and adjusted by the National Geodetic Survey in June 1991..
 LS0652
 LS0652.The geoid height was determined by GEOID03.
 LS0652
 LS0652.The dynamic height is computed by dividing the NAVD 88
 LS0652.geopotential number by the normal gravity value computed on the
 LS0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0652.degrees latitude (g = 980.6199 gals.).
 LS0652
 LS0652.The modeled gravity was interpolated from observed gravity values.
 LS0652
 LS0652;                    North         East    Units  Estimated Accuracy
 LS0652;SPC NV W     - 4,679,130.      775,110.      MT  (+/- 180 meters Scaled)
 LS0652
 LS0652                          SUPERSEDED SURVEY CONTROL
 LS0652
 LS0652  NGVD 29 (??/??/92) 1218.74   (m)         3998.5    (f) COMPUTED    2 0
 LS0652
 LS0652.Superseded values are not recommended for survey control.
 LS0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0652.See file dsdata.txt to determine how the superseded data were derived.
 LS0652
 LS0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF416259(NAD 83)
 LS0652_MARKER: DD = SURVEY DISK
 LS0652_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LS0652_SP_SET: PREFAB CONC. POST IN EARTH
 LS0652_STAMPING: 55 LRC 1972 3998
 LS0652_MARK LOGO: USGS  
 LS0652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LS0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0652+SATELLITE: SATELLITE OBSERVATIONS - 1972
 LS0652
 LS0652  HISTORY     - Date     Condition        Report By
 LS0652  HISTORY     - 1972     MONUMENTED       USGS
 LS0652
 LS0652                          STATION DESCRIPTION
 LS0652
 LS0652'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LS0652'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 LS0652'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 LS0652'AND A TRACK ROAD NORTHWEST, THENCE 0.7 MILES NORTHWEST ALONG TRACK
 LS0652'ROAD TO A CURVE AND PROMINENT BARE SPOT, 47 FEET SOUTHWEST OF THE
 LS0652'CENTERLINE OF THE ROAD AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0490 ***********************************************************************
 MU0490  DESIGNATION -  55 O
 MU0490  PID         -  MU0490
 MU0490  STATE/COUNTY-  NV/LANDER
 MU0490  USGS QUAD   -  CHINA CAMP (1970)
 MU0490
 MU0490                         *CURRENT SURVEY CONTROL
 MU0490  ___________________________________________________________________
 MU0490* NAD 83(1986)-  41 09 14.     (N)    116 24 02.     (W)     SCALED    
 MU0490* NAVD 88     -      1823.127  (meters)    5981.38   (feet)  POSTED    
 MU0490  ___________________________________________________________________
 MU0490  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 MU0490  DYNAMIC HT  -        1821.620 (meters)    5976.43  (feet)  COMP
 MU0490  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 MU0490
 MU0490  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0490
 MU0490.The horizontal coordinates were scaled from a topographic map and have
 MU0490.an estimated accuracy of +/- 6 seconds.
 MU0490
 MU0490.The orthometric height was determined by differential leveling
 MU0490.and adjusted by the National Geodetic Survey in 1992..
 MU0490.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0490.rate of 0.0 thru 1.0 mm/km.
 MU0490
 MU0490.The geoid height was determined by GEOID03.
 MU0490
 MU0490.The dynamic height is computed by dividing the NAVD 88
 MU0490.geopotential number by the normal gravity value computed on the
 MU0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0490.degrees latitude (g = 980.6199 gals.).
 MU0490
 MU0490.The modeled gravity was interpolated from observed gravity values.
 MU0490
 MU0490;                    North         East    Units  Estimated Accuracy
 MU0490;SPC NV C     - 6,710,770.      522,340.      MT  (+/- 180 meters Scaled)
 MU0490
 MU0490                          SUPERSEDED SURVEY CONTROL
 MU0490
 MU0490.No superseded survey control is available for this station.
 MU0490
 MU0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF502560(NAD 83)
 MU0490_MARKER: DD = SURVEY DISK
 MU0490_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MU0490_SP_SET: PREFAB CONC. POST IN EARTH
 MU0490_STAMPING: 55 O 1963
 MU0490_MARK LOGO: USGS  
 MU0490_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0490+SATELLITE: SATELLITE OBSERVATIONS - 1963
 MU0490
 MU0490  HISTORY     - Date     Condition        Report By
 MU0490  HISTORY     - 1963     MONUMENTED       USGS
 MU0490
 MU0490                          STATION DESCRIPTION
 MU0490
 MU0490'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MU0490'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 MU0490'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 MU0490'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 MU0490'NORTHEAST ALONG ROAD, THENCE 35.4 MILES NORTHEAST ALONG ROAD, 2.9
 MU0490'MILES SOUTHWEST OF ST. JOHN RANCH, ON A ROCKY BARREN HILLSIDE, 68 FEET
 MU0490'SOUTH OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTHWEST OF A STEEL
 MU0490'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0695 ***********************************************************************
 GS0695  DESIGNATION -  55 TJS
 GS0695  PID         -  GS0695
 GS0695  STATE/COUNTY-  NV/NYE
 GS0695  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0695
 GS0695                         *CURRENT SURVEY CONTROL
 GS0695  ___________________________________________________________________
 GS0695* NAD 83(1986)-  36 48 14.     (N)    116 26 09.     (W)     SCALED    
 GS0695* NAVD 88     -      1097.399  (meters)    3600.38   (feet)  ADJUSTED  
 GS0695  ___________________________________________________________________
 GS0695  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 GS0695  DYNAMIC HT  -        1096.205 (meters)    3596.47  (feet)  COMP
 GS0695  MODELED GRAV-     979,506.4   (mgal)                       NAVD 88
 GS0695
 GS0695  VERT ORDER  -  FIRST     CLASS I
 GS0695
 GS0695.The horizontal coordinates were scaled from a topographic map and have
 GS0695.an estimated accuracy of +/- 6 seconds.
 GS0695
 GS0695.The orthometric height was determined by differential leveling
 GS0695.and adjusted by the National Geodetic Survey in May 2004..
 GS0695
 GS0695.The geoid height was determined by GEOID03.
 GS0695
 GS0695.The dynamic height is computed by dividing the NAVD 88
 GS0695.geopotential number by the normal gravity value computed on the
 GS0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0695.degrees latitude (g = 980.6199 gals.).
 GS0695
 GS0695.The modeled gravity was interpolated from observed gravity values.
 GS0695
 GS0695;                    North         East    Units  Estimated Accuracy
 GS0695;SPC NV C     - 6,227,890.      520,600.      MT  (+/- 180 meters Scaled)
 GS0695
 GS0695                          SUPERSEDED SURVEY CONTROL
 GS0695
 GS0695  NAVD 88 (??/??/92) 1097.401  (m)         3600.39   (f) UNKNOWN     3 0
 GS0695  NGVD 29 (05/01/91) 1096.499  (m)         3597.43   (f) ADJUSTED    1 1
 GS0695
 GS0695.Superseded values are not recommended for survey control.
 GS0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0695.See file dsdata.txt to determine how the superseded data were derived.
 GS0695
 GS0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA503732(NAD 83)
 GS0695_MARKER: DB = BENCH MARK DISK
 GS0695_SETTING: 0 = UNSPECIFIED SETTING
 GS0695_STAMPING: 55 TJS 1983
 GS0695_MARK LOGO: USGS  
 GS0695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0695
 GS0695  HISTORY     - Date     Condition        Report By
 GS0695  HISTORY     - 1983     MONUMENTED       USGS
 GS0695  HISTORY     - 1986     GOOD             USGS
 GS0695  HISTORY     - 1988     GOOD             USGS
 GS0695  HISTORY     - 19910422 GOOD             USGS
 GS0695  HISTORY     - 19930205 GOOD             USGS
 GS0695  HISTORY     - 19950210 GOOD             USGS
 GS0695
 GS0695                          STATION DESCRIPTION
 GS0695
 GS0695'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0695'54.6 KM (33.95 MI) NW FROM MERCURY.
 GS0695'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0695'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0695'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0695'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0695'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0695'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0695'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0695'1.5 MILES, 300 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 GS0695'THE MARK IS 8 FT  S FROM  A ROCK CAIRN
 GS0695
 GS0695                          STATION RECOVERY (1986)
 GS0695
 GS0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0695'RECOVERED IN GOOD CONDITION.
 GS0695
 GS0695                          STATION RECOVERY (1988)
 GS0695
 GS0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0695'RECOVERED IN GOOD CONDITION.
 GS0695
 GS0695                          STATION RECOVERY (1991)
 GS0695
 GS0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0695'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0695'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0695'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0695'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0695'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0695'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0695'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0695'1.5 MILES, 300 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 GS0695
 GS0695                          STATION RECOVERY (1993)
 GS0695
 GS0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0695'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0695'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0695'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0695'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0695'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0695'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0695'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.95 MILES (3.14 KM) TO A
 GS0695'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 1.5 MILES
 GS0695'(2.4 KM), 300 FEET (91.4 M) SOUTH OF THE CENTERLINE OF THE ROAD.
 GS0695
 GS0695                          STATION RECOVERY (1995)
 GS0695
 GS0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0695'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0683 ***********************************************************************
 LR0683  DESIGNATION -  56
 LR0683  PID         -  LR0683
 LR0683  STATE/COUNTY-  NV/HUMBOLDT
 LR0683  USGS QUAD   -  POLE CREEK (1983)
 LR0683
 LR0683                         *CURRENT SURVEY CONTROL
 LR0683  ___________________________________________________________________
 LR0683* NAD 83(1986)-  40 58 27.     (N)    117 31 48.     (W)     SCALED    
 LR0683* NAVD 88     -      1337.003  (meters)    4386.48   (feet)  ADJUSTED  
 LR0683  ___________________________________________________________________
 LR0683  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 LR0683  DYNAMIC HT  -        1335.989 (meters)    4383.16  (feet)  COMP
 LR0683  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 LR0683
 LR0683  VERT ORDER  -  SECOND    CLASS 0
 LR0683
 LR0683.The horizontal coordinates were scaled from a topographic map and have
 LR0683.an estimated accuracy of +/- 6 seconds.
 LR0683
 LR0683.The orthometric height was determined by differential leveling
 LR0683.and adjusted by the National Geodetic Survey in June 1991..
 LR0683
 LR0683.The geoid height was determined by GEOID03.
 LR0683
 LR0683.The dynamic height is computed by dividing the NAVD 88
 LR0683.geopotential number by the normal gravity value computed on the
 LR0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0683.degrees latitude (g = 980.6199 gals.).
 LR0683
 LR0683.The modeled gravity was interpolated from observed gravity values.
 LR0683
 LR0683;                    North         East    Units  Estimated Accuracy
 LR0683;SPC NV W     - 4,691,310.      888,650.      MT  (+/- 180 meters Scaled)
 LR0683
 LR0683                          SUPERSEDED SURVEY CONTROL
 LR0683
 LR0683  NGVD 29 (??/??/92) 1335.973  (m)         4383.10   (f) ADJ UNCH    2 0
 LR0683
 LR0683.Superseded values are not recommended for survey control.
 LR0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0683.See file dsdata.txt to determine how the superseded data were derived.
 LR0683
 LR0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF554360(NAD 83)
 LR0683_MARKER: DD = SURVEY DISK
 LR0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0683_STAMPING: BM I-001-3 (2) 56
 LR0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0683+STABILITY: SURFACE MOTION
 LR0683
 LR0683  HISTORY     - Date     Condition        Report By
 LR0683  HISTORY     - UNK      MONUMENTED       NVDH
 LR0683  HISTORY     - 1958     GOOD             NGS
 LR0683  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0683
 LR0683                          STATION DESCRIPTION
 LR0683
 LR0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0683'2.7 MI NW FROM GOLCONDA.
 LR0683'2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT
 LR0683'GOLCONDA, 138.0 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 3.0 FEET
 LR0683'NORTHEAST OF A METAL WITNESS POST, 2.0 FEET NORTHEAST OF A FENCE LINE,
 LR0683'SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 LR0683
 LR0683                          STATION RECOVERY (1984)
 LR0683
 LR0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0683'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0599 ***********************************************************************
 MU0599  DESIGNATION -  56 BKC
 MU0599  PID         -  MU0599
 MU0599  STATE/COUNTY-  NV/ELKO
 MU0599  USGS QUAD   -  HUMBOLDT HILL (1973)
 MU0599
 MU0599                         *CURRENT SURVEY CONTROL
 MU0599  ___________________________________________________________________
 MU0599* NAD 83(1986)-  41 33 58.     (N)    116 59 05.     (W)     SCALED    
 MU0599* NAVD 88     -      1605.275  (meters)    5266.64   (feet)  POSTED    
 MU0599  ___________________________________________________________________
 MU0599  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 MU0599  DYNAMIC HT  -        1604.080 (meters)    5262.72  (feet)  COMP
 MU0599  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 MU0599
 MU0599  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0599
 MU0599.The horizontal coordinates were scaled from a topographic map and have
 MU0599.an estimated accuracy of +/- 6 seconds.
 MU0599
 MU0599.The orthometric height was determined by differential leveling
 MU0599.and adjusted by the National Geodetic Survey in 1992..
 MU0599.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0599.rate of 1.1 thru 2.0 mm/km.
 MU0599
 MU0599.The geoid height was determined by GEOID03.
 MU0599
 MU0599.The dynamic height is computed by dividing the NAVD 88
 MU0599.geopotential number by the normal gravity value computed on the
 MU0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0599.degrees latitude (g = 980.6199 gals.).
 MU0599
 MU0599.The modeled gravity was interpolated from observed gravity values.
 MU0599
 MU0599;                    North         East    Units  Estimated Accuracy
 MU0599;SPC NV E     - 8,757,460.       83,120.      MT  (+/- 180 meters Scaled)
 MU0599
 MU0599                          SUPERSEDED SURVEY CONTROL
 MU0599
 MU0599.No superseded survey control is available for this station.
 MU0599
 MU0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG012016(NAD 83)
 MU0599_MARKER: DD = SURVEY DISK
 MU0599_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0599_SP_SET: COPPER-CLAD STEEL ROD
 MU0599_STAMPING: 56 BKC 1973 5263
 MU0599_MARK LOGO: USGS  
 MU0599_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0599+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0599
 MU0599  HISTORY     - Date     Condition        Report By
 MU0599  HISTORY     - 1973     MONUMENTED       USGS
 MU0599
 MU0599                          STATION DESCRIPTION
 MU0599
 MU0599'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0599'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0599'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0599'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 3.7 MILES NORTH ALONG ROAD,
 MU0599'1.7 MILES SOUTHEAST AND 7.6 MILES NORTH OF LITTLE HUMBOLT RANCH, 38
 MU0599'FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTHWEST OF A CAIRN,
 MU0599'SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK PIPE
 MU0599'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0474 ***********************************************************************
 JP0474  DESIGNATION -  56 DOR
 JP0474  PID         -  JP0474
 JP0474  STATE/COUNTY-  NV/LINCOLN
 JP0474  USGS QUAD   -  BRISTOL RANGE SE (1970)
 JP0474
 JP0474                         *CURRENT SURVEY CONTROL
 JP0474  ___________________________________________________________________
 JP0474* NAD 83(1986)-  38 06 21.     (N)    114 35 29.     (W)     SCALED    
 JP0474* NAVD 88     -      1839.328  (meters)    6034.53   (feet)  ADJUSTED  
 JP0474  ___________________________________________________________________
 JP0474  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 JP0474  DYNAMIC HT  -        1837.197 (meters)    6027.54  (feet)  COMP
 JP0474  MODELED GRAV-     979,405.8   (mgal)                       NAVD 88
 JP0474
 JP0474  VERT ORDER  -  SECOND    CLASS 0
 JP0474
 JP0474.The horizontal coordinates were scaled from a topographic map and have
 JP0474.an estimated accuracy of +/- 6 seconds.
 JP0474
 JP0474.The orthometric height was determined by differential leveling
 JP0474.and adjusted by the National Geodetic Survey in June 1991..
 JP0474
 JP0474.The geoid height was determined by GEOID03.
 JP0474
 JP0474.The dynamic height is computed by dividing the NAVD 88
 JP0474.geopotential number by the normal gravity value computed on the
 JP0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0474.degrees latitude (g = 980.6199 gals.).
 JP0474
 JP0474.The modeled gravity was interpolated from observed gravity values.
 JP0474
 JP0474;                    North         East    Units  Estimated Accuracy
 JP0474;SPC NV E     - 8,372,810.      286,990.      MT  (+/- 180 meters Scaled)
 JP0474
 JP0474                          SUPERSEDED SURVEY CONTROL
 JP0474
 JP0474  NGVD 29 (??/??/92) 1838.07   (m)         6030.4    (f) COMPUTED    2 0
 JP0474
 JP0474.Superseded values are not recommended for survey control.
 JP0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0474.See file dsdata.txt to determine how the superseded data were derived.
 JP0474
 JP0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC111202(NAD 83)
 JP0474_MARKER: DD = SURVEY DISK
 JP0474_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0474_SP_SET: COPPER-CLAD STEEL ROD
 JP0474_STAMPING: 56 DOR 1968 6031
 JP0474_MARK LOGO: USGS  
 JP0474_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0474+SATELLITE: SATELLITE OBSERVATIONS - 1968
 JP0474
 JP0474  HISTORY     - Date     Condition        Report By
 JP0474  HISTORY     - 1968     MONUMENTED       USGS
 JP0474
 JP0474                          STATION DESCRIPTION
 JP0474
 JP0474'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JP0474'FROM THE POST OFFICE IN PIOCHE, NEVADA, PROCEED 13.7 MILES NORTH ALONG
 JP0474'U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 0.9 MILES
 JP0474'NORTHWEST, 44 FEET NORTHEAST AND 3 FEET LOWER THAN THE ROAD, 2 FEET
 JP0474'SOUTHWEST OF A WITNESS SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY A
 JP0474'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0636 ***********************************************************************
 JP0636  DESIGNATION -  56 DOR
 JP0636  PID         -  JP0636
 JP0636  STATE/COUNTY-  NV/LINCOLN
 JP0636  USGS QUAD   -  THE GOUGE EYE (1978)
 JP0636
 JP0636                         *CURRENT SURVEY CONTROL
 JP0636  ___________________________________________________________________
 JP0636* NAD 83(1986)-  38 33 57.     (N)    114 22 36.     (W)     SCALED    
 JP0636* NAVD 88     -      1849.258  (meters)    6067.11   (feet)  ADJUSTED  
 JP0636  ___________________________________________________________________
 JP0636  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 JP0636  DYNAMIC HT  -        1847.218 (meters)    6060.41  (feet)  COMP
 JP0636  MODELED GRAV-     979,459.8   (mgal)                       NAVD 88
 JP0636
 JP0636  VERT ORDER  -  SECOND    CLASS 0
 JP0636
 JP0636.The horizontal coordinates were scaled from a topographic map and have
 JP0636.an estimated accuracy of +/- 6 seconds.
 JP0636
 JP0636.The orthometric height was determined by differential leveling
 JP0636.and adjusted by the National Geodetic Survey in August 1995..
 JP0636
 JP0636.The geoid height was determined by GEOID03.
 JP0636
 JP0636.The dynamic height is computed by dividing the NAVD 88
 JP0636.geopotential number by the normal gravity value computed on the
 JP0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0636.degrees latitude (g = 980.6199 gals.).
 JP0636
 JP0636.The modeled gravity was interpolated from observed gravity values.
 JP0636
 JP0636;                    North         East    Units  Estimated Accuracy
 JP0636;SPC NV E     - 8,424,100.      305,160.      MT  (+/- 180 meters Scaled)
 JP0636
 JP0636                          SUPERSEDED SURVEY CONTROL
 JP0636
 JP0636.No superseded survey control is available for this station.
 JP0636
 JP0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC285718(NAD 83)
 JP0636_MARKER: DD = SURVEY DISK
 JP0636_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0636_SP_SET: COPPER-CLAD STEEL ROD
 JP0636_STAMPING: 56 DOR 1973 6063
 JP0636_MARK LOGO: USGS  
 JP0636_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0636
 JP0636  HISTORY     - Date     Condition        Report By
 JP0636  HISTORY     - 1973     MONUMENTED       USGS
 JP0636
 JP0636                          STATION DESCRIPTION
 JP0636
 JP0636'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0636'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0636'ROAD TO THE MAIN ROAD, THENCE 7.7 MILES NORTH ALONG THE MAIN ROAD, 50
 JP0636'FEET SOUTHWEST OF CENTERLINE OF THE ROAD,  A 5/8 INCH COPPER COATED
 JP0636'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0532 ***********************************************************************
 LS0532  DESIGNATION -  56 HJH
 LS0532  PID         -  LS0532
 LS0532  STATE/COUNTY-  NV/WASHOE
 LS0532  USGS QUAD   -  EMPIRE (1990)
 LS0532
 LS0532                         *CURRENT SURVEY CONTROL
 LS0532  ___________________________________________________________________
 LS0532* NAD 83(1986)-  40 32 23.     (N)    119 20 19.     (W)     SCALED    
 LS0532* NAVD 88     -      1289.410  (meters)    4230.34   (feet)  ADJUSTED  
 LS0532  ___________________________________________________________________
 LS0532  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 LS0532  DYNAMIC HT  -        1288.406 (meters)    4227.05  (feet)  COMP
 LS0532  MODELED GRAV-     979,802.0   (mgal)                       NAVD 88
 LS0532
 LS0532  VERT ORDER  -  SECOND    CLASS 0
 LS0532
 LS0532.The horizontal coordinates were scaled from a topographic map and have
 LS0532.an estimated accuracy of +/- 6 seconds.
 LS0532
 LS0532.The orthometric height was determined by differential leveling
 LS0532.and adjusted by the National Geodetic Survey in June 1991..
 LS0532
 LS0532.The geoid height was determined by GEOID03.
 LS0532
 LS0532.The dynamic height is computed by dividing the NAVD 88
 LS0532.geopotential number by the normal gravity value computed on the
 LS0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0532.degrees latitude (g = 980.6199 gals.).
 LS0532
 LS0532.The modeled gravity was interpolated from observed gravity values.
 LS0532
 LS0532;                    North         East    Units  Estimated Accuracy
 LS0532;SPC NV W     - 4,642,810.      736,020.      MT  (+/- 180 meters Scaled)
 LS0532
 LS0532                          SUPERSEDED SURVEY CONTROL
 LS0532
 LS0532  NGVD 29 (??/??/92) 1288.398  (m)         4227.02   (f) ADJ UNCH    2 0
 LS0532
 LS0532.Superseded values are not recommended for survey control.
 LS0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0532.See file dsdata.txt to determine how the superseded data were derived.
 LS0532
 LS0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE019902(NAD 83)
 LS0532_MARKER: DB = BENCH MARK DISK
 LS0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0532_SP_SET: CONCRETE POST
 LS0532_STAMPING: 56 HJH 1962 4227
 LS0532_MARK LOGO: USGS  
 LS0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0532+STABILITY: SURFACE MOTION
 LS0532
 LS0532  HISTORY     - Date     Condition        Report By
 LS0532  HISTORY     - 1962     MONUMENTED       USGS
 LS0532
 LS0532                          STATION DESCRIPTION
 LS0532
 LS0532'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0532'13.8 KM (8.60 MI) SOUTH FROM GERLACH.
 LS0532'8.6 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34, 48 FEET WEST
 LS0532'OF THE HIGHWAY CENTERLINE.
 LS0532'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0492 ***********************************************************************
 MU0492  DESIGNATION -  56 O
 MU0492  PID         -  MU0492
 MU0492  STATE/COUNTY-  NV/LANDER
 MU0492  USGS QUAD   -  SUGARLOAF BUTTE (1970)
 MU0492
 MU0492                         *CURRENT SURVEY CONTROL
 MU0492  ___________________________________________________________________
 MU0492* NAD 83(1986)-  41 09 15.     (N)    116 22 12.     (W)     SCALED    
 MU0492* NAVD 88     -      1881.117  (meters)    6171.63   (feet)  POSTED    
 MU0492  ___________________________________________________________________
 MU0492  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 MU0492  DYNAMIC HT  -        1879.540 (meters)    6166.46  (feet)  COMP
 MU0492  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 MU0492
 MU0492  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0492
 MU0492.The horizontal coordinates were scaled from a topographic map and have
 MU0492.an estimated accuracy of +/- 6 seconds.
 MU0492
 MU0492.The orthometric height was determined by differential leveling
 MU0492.and adjusted by the National Geodetic Survey in 1992..
 MU0492.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0492.rate of 0.0 thru 1.0 mm/km.
 MU0492
 MU0492.The geoid height was determined by GEOID03.
 MU0492
 MU0492.The dynamic height is computed by dividing the NAVD 88
 MU0492.geopotential number by the normal gravity value computed on the
 MU0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0492.degrees latitude (g = 980.6199 gals.).
 MU0492
 MU0492.The modeled gravity was interpolated from observed gravity values.
 MU0492
 MU0492;                    North         East    Units  Estimated Accuracy
 MU0492;SPC NV C     - 6,710,810.      524,900.      MT  (+/- 180 meters Scaled)
 MU0492
 MU0492                          SUPERSEDED SURVEY CONTROL
 MU0492
 MU0492.No superseded survey control is available for this station.
 MU0492
 MU0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF528560(NAD 83)
 MU0492_MARKER: DD = SURVEY DISK
 MU0492_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MU0492_SP_SET: PREFAB CONC. POST IN EARTH
 MU0492_STAMPING: 56 O 1963
 MU0492_MARK LOGO: USGS  
 MU0492_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0492+SATELLITE: SATELLITE OBSERVATIONS - 1963
 MU0492
 MU0492  HISTORY     - Date     Condition        Report By
 MU0492  HISTORY     - 1963     MONUMENTED       USGS
 MU0492
 MU0492                          STATION DESCRIPTION
 MU0492
 MU0492'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MU0492'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 MU0492'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 MU0492'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 MU0492'NORTHEAST ALONG ROAD, THENCE 37.1 MILES NORTHEAST ALONG ROAD, 1.2
 MU0492'MILES SOUTHWEST OF ST. JOHN RANCH, AT A FENCE CROSSING, 41 FEET NORTH
 MU0492'OF THE CENTERLINE OF THE ROAD, 9 FEET SOUTHEAST OF A WITNESS SIGN
 MU0492'NAILED TO A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0696 ***********************************************************************
 GS0696  DESIGNATION -  56 TJS
 GS0696  PID         -  GS0696
 GS0696  STATE/COUNTY-  NV/NYE
 GS0696  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0696
 GS0696                         *CURRENT SURVEY CONTROL
 GS0696  ___________________________________________________________________
 GS0696* NAD 83(1986)-  36 48 13.     (N)    116 25 55.     (W)     SCALED    
 GS0696* NAVD 88     -      1078.309  (meters)    3537.75   (feet)  ADJUSTED  
 GS0696  ___________________________________________________________________
 GS0696  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 GS0696  DYNAMIC HT  -        1077.140 (meters)    3533.92  (feet)  COMP
 GS0696  MODELED GRAV-     979,511.2   (mgal)                       NAVD 88
 GS0696
 GS0696  VERT ORDER  -  FIRST     CLASS I
 GS0696
 GS0696.The horizontal coordinates were scaled from a topographic map and have
 GS0696.an estimated accuracy of +/- 6 seconds.
 GS0696
 GS0696.The orthometric height was determined by differential leveling
 GS0696.and adjusted by the National Geodetic Survey in May 2004..
 GS0696
 GS0696.The geoid height was determined by GEOID03.
 GS0696
 GS0696.The dynamic height is computed by dividing the NAVD 88
 GS0696.geopotential number by the normal gravity value computed on the
 GS0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0696.degrees latitude (g = 980.6199 gals.).
 GS0696
 GS0696.The modeled gravity was interpolated from observed gravity values.
 GS0696
 GS0696;                    North         East    Units  Estimated Accuracy
 GS0696;SPC NV C     - 6,227,860.      520,950.      MT  (+/- 180 meters Scaled)
 GS0696
 GS0696                          SUPERSEDED SURVEY CONTROL
 GS0696
 GS0696  NAVD 88 (??/??/92) 1078.312  (m)         3537.76   (f) UNKNOWN     3 0
 GS0696  NGVD 29 (05/01/91) 1077.412  (m)         3534.81   (f) ADJUSTED    1 1
 GS0696
 GS0696.Superseded values are not recommended for survey control.
 GS0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0696.See file dsdata.txt to determine how the superseded data were derived.
 GS0696
 GS0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA506732(NAD 83)
 GS0696_MARKER: DB = BENCH MARK DISK
 GS0696_SETTING: 66 = SET IN ROCK OUTCROP
 GS0696_SP_SET: BEDROCK
 GS0696_STAMPING: 56 TJS 1983
 GS0696_MARK LOGO: USGS  
 GS0696_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0696+STABILITY: POSITION/ELEVATION WELL
 GS0696
 GS0696  HISTORY     - Date     Condition        Report By
 GS0696  HISTORY     - 1983     MONUMENTED       USGS
 GS0696  HISTORY     - 1986     GOOD             USGS
 GS0696  HISTORY     - 1988     GOOD             USGS
 GS0696  HISTORY     - 19910424 GOOD             USGS
 GS0696  HISTORY     - 19930205 GOOD             USGS
 GS0696  HISTORY     - 19950210 GOOD             USGS
 GS0696
 GS0696                          STATION DESCRIPTION
 GS0696
 GS0696'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0696'54.2 KM (33.65 MI) NW FROM MERCURY.
 GS0696'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0696'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0696'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0696'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0696'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0696'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0696'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0696'1.2 MILES, 276 FEET WEST OF THE CENTERLINE OF THE ROAD, 166 FEET WEST
 GS0696'OF THE CENTERLINE OF AN OLD ROAD.
 GS0696'THE MARK IS 7 FT  E FROM  A ROCK CAIRN
 GS0696
 GS0696                          STATION RECOVERY (1986)
 GS0696
 GS0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0696'RECOVERED IN GOOD CONDITION.
 GS0696
 GS0696                          STATION RECOVERY (1988)
 GS0696
 GS0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0696'RECOVERED IN GOOD CONDITION.
 GS0696
 GS0696                          STATION RECOVERY (1991)
 GS0696
 GS0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0696'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0696'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0696'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0696'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0696'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0696'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0696'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0696'1.2 MILES, 276 FEET WEST OF THE CENTERLINE OF THE ROAD, 166 FEET WEST
 GS0696'OF THE CENTERLINE OF AN OLD ROAD.
 GS0696
 GS0696                          STATION RECOVERY (1993)
 GS0696
 GS0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0696'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0696'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0696'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0696'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0696'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0696'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0696'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.95 MILES (3.14 KM) TO A
 GS0696'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 1.2 MILES
 GS0696'(1.9 KM), 276 FEET (84.1 M) WEST OF THE CENTERLINE OF THE ROAD, 166
 GS0696'FEET (50.6 M) WEST OF THE CENTERLINE OF AN OLD ROAD.
 GS0696
 GS0696                          STATION RECOVERY (1995)
 GS0696
 GS0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0696'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0554 ***********************************************************************
 MT0554  DESIGNATION -  5603.0
 MT0554  PID         -  MT0554
 MT0554  STATE/COUNTY-  NV/ELKO
 MT0554  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0554
 MT0554                         *CURRENT SURVEY CONTROL
 MT0554  ___________________________________________________________________
 MT0554* NAD 83(1986)-  41 50 53.     (N)    115 58 20.     (W)     SCALED    
 MT0554* NAVD 88     -      1709.053  (meters)    5607.12   (feet)  ADJUSTED  
 MT0554  ___________________________________________________________________
 MT0554  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 MT0554  DYNAMIC HT  -        1707.776 (meters)    5602.93  (feet)  COMP
 MT0554  MODELED GRAV-     979,814.9   (mgal)                       NAVD 88
 MT0554
 MT0554  VERT ORDER  -  SECOND    CLASS 0
 MT0554
 MT0554.The horizontal coordinates were scaled from a topographic map and have
 MT0554.an estimated accuracy of +/- 6 seconds.
 MT0554
 MT0554.The orthometric height was determined by differential leveling
 MT0554.and adjusted by the National Geodetic Survey in June 1991..
 MT0554
 MT0554.The geoid height was determined by GEOID03.
 MT0554
 MT0554.The dynamic height is computed by dividing the NAVD 88
 MT0554.geopotential number by the normal gravity value computed on the
 MT0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0554.degrees latitude (g = 980.6199 gals.).
 MT0554
 MT0554.The modeled gravity was interpolated from observed gravity values.
 MT0554
 MT0554;                    North         East    Units  Estimated Accuracy
 MT0554;SPC NV E     - 8,787,900.      167,710.      MT  (+/- 180 meters Scaled)
 MT0554
 MT0554                          SUPERSEDED SURVEY CONTROL
 MT0554
 MT0554  NGVD 29 (??/??/92) 1707.860  (m)         5603.20   (f) ADJ UNCH    2 0
 MT0554
 MT0554.Superseded values are not recommended for survey control.
 MT0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0554.See file dsdata.txt to determine how the superseded data were derived.
 MT0554
 MT0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG853334(NAD 83)
 MT0554_MARKER: Q = CHISELED SQUARE
 MT0554_SETTING: 80 = SET IN A BOULDER
 MT0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0554+STABILITY: SURFACE MOTION
 MT0554
 MT0554  HISTORY     - Date     Condition        Report By
 MT0554  HISTORY     - UNK      MONUMENTED       USGS
 MT0554  HISTORY     - 1951     GOOD             NGS
 MT0554
 MT0554                          STATION DESCRIPTION
 MT0554
 MT0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0554'0.8 MI NW FROM MOUNTAIN CITY.
 MT0554'0.8 MILES NORTHWEST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0554'MOUNTAIN CITY, ON THE TOP OF A FLAT GRANITE BOULDER, 320 FEET
 MT0554'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BRIDGE OVER SLAUGHTER
 MT0554'HOUSE CREEK, 81 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 62.7
 MT0554'FEET NORTHWEST OF A TELEPHONE POLE, 27 FEET WEST OF A NORTH AND SOUTH
 MT0554'FENCE LINE, 7 FEET SOUTHEAST OF A HUGE GRANITE BOULDER, ABOUT ONE FOOT
 MT0554'HIGHER THAN THE ROAD, AND MARKED WITH WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0556 ***********************************************************************
 MT0556  DESIGNATION -  5608 37
 MT0556  PID         -  MT0556
 MT0556  STATE/COUNTY-  NV/ELKO
 MT0556  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0556
 MT0556                         *CURRENT SURVEY CONTROL
 MT0556  ___________________________________________________________________
 MT0556* NAD 83(1986)-  41 50 22.     (N)    115 57 52.     (W)     SCALED    
 MT0556* NAVD 88     -      1710.534  (meters)    5611.98   (feet)  ADJUSTED  
 MT0556  ___________________________________________________________________
 MT0556  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 MT0556  DYNAMIC HT  -        1709.252 (meters)    5607.77  (feet)  COMP
 MT0556  MODELED GRAV-     979,812.4   (mgal)                       NAVD 88
 MT0556
 MT0556  VERT ORDER  -  SECOND    CLASS 0
 MT0556
 MT0556.The horizontal coordinates were scaled from a topographic map and have
 MT0556.an estimated accuracy of +/- 6 seconds.
 MT0556
 MT0556.The orthometric height was determined by differential leveling
 MT0556.and adjusted by the National Geodetic Survey in June 1991..
 MT0556
 MT0556.The geoid height was determined by GEOID03.
 MT0556
 MT0556.The dynamic height is computed by dividing the NAVD 88
 MT0556.geopotential number by the normal gravity value computed on the
 MT0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0556.degrees latitude (g = 980.6199 gals.).
 MT0556
 MT0556.The modeled gravity was interpolated from observed gravity values.
 MT0556
 MT0556;                    North         East    Units  Estimated Accuracy
 MT0556;SPC NV E     - 8,786,940.      168,350.      MT  (+/- 180 meters Scaled)
 MT0556
 MT0556                          SUPERSEDED SURVEY CONTROL
 MT0556
 MT0556  NGVD 29 (??/??/92) 1709.34   (m)         5608.1    (f) COMPUTED    2 0
 MT0556
 MT0556.Superseded values are not recommended for survey control.
 MT0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0556.See file dsdata.txt to determine how the superseded data were derived.
 MT0556
 MT0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG859324(NAD 83)
 MT0556_MARKER: DD = SURVEY DISK
 MT0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MT0556_SP_SET: CULVERT
 MT0556_STAMPING: 5608 37
 MT0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0556
 MT0556  HISTORY     - Date     Condition        Report By
 MT0556  HISTORY     - UNK      MONUMENTED       USFWA
 MT0556  HISTORY     - 1951     GOOD             NGS
 MT0556
 MT0556                          STATION DESCRIPTION
 MT0556
 MT0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0556'IN MOUNTAIN CITY.
 MT0556'189.4 FEET NORTH AND ACROSS THE ROAD FROM THE NORTH CORNER OF THE POST
 MT0556'OFFICE AT MOUNTAIN CITY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 MT0556'NORTHEAST CONCRETE HEADWALL, AT A 24-INCH CORRUGATED METAL PIPE
 MT0556'CULVERT UNDER THE ROAD, 27 FEET NORTHEAST OF THE CENTER LINE OF THE
 MT0556'HIGHWAY, 24.3 FEET SOUTHEAST OF A POWER LINE POLE, 21.5 FEET SOUTHWEST
 MT0556'OF THE SOUTH CORNER OF A HOUSE, 5.3 FEET SOUTHWEST OF A FENCE AROUND
 MT0556'THE YARD, 0.4 FEET NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE
 MT0556'HEADWALL, AND SET ABOUT 1/2-FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0131 ***********************************************************************
 JQ0131  DESIGNATION -  5609
 JQ0131  PID         -  JQ0131
 JQ0131  STATE/COUNTY-  NV/NYE
 JQ0131  USGS QUAD   -  CARVERS (1971)
 JQ0131
 JQ0131                         *CURRENT SURVEY CONTROL
 JQ0131  ___________________________________________________________________
 JQ0131* NAD 83(1986)-  38 49 15.     (N)    117 10 56.     (W)     SCALED    
 JQ0131* NAVD 88     -      1708.826  (meters)    5606.37   (feet)  ADJUSTED  
 JQ0131  ___________________________________________________________________
 JQ0131  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 JQ0131  DYNAMIC HT  -        1707.062 (meters)    5600.59  (feet)  COMP
 JQ0131  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 JQ0131
 JQ0131  VERT ORDER  -  SECOND    CLASS 0
 JQ0131
 JQ0131.The horizontal coordinates were scaled from a topographic map and have
 JQ0131.an estimated accuracy of +/- 6 seconds.
 JQ0131
 JQ0131.The orthometric height was determined by differential leveling
 JQ0131.and adjusted by the National Geodetic Survey in June 1991..
 JQ0131
 JQ0131.The geoid height was determined by GEOID03.
 JQ0131
 JQ0131.The dynamic height is computed by dividing the NAVD 88
 JQ0131.geopotential number by the normal gravity value computed on the
 JQ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0131.degrees latitude (g = 980.6199 gals.).
 JQ0131
 JQ0131.The modeled gravity was interpolated from observed gravity values.
 JQ0131
 JQ0131;                    North         East    Units  Estimated Accuracy
 JQ0131;SPC NV C     - 6,451,840.      455,230.      MT  (+/- 180 meters Scaled)
 JQ0131
 JQ0131                          SUPERSEDED SURVEY CONTROL
 JQ0131
 JQ0131  NGVD 29 (??/??/92) 1707.65   (m)         5602.5    (f) COMPUTED    2 0
 JQ0131
 JQ0131.Superseded values are not recommended for survey control.
 JQ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0131.See file dsdata.txt to determine how the superseded data were derived.
 JQ0131
 JQ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC841969(NAD 83)
 JQ0131_MARKER: DD = SURVEY DISK
 JQ0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0131_STAMPING: 5609 1907
 JQ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0131+STABILITY: SURFACE MOTION
 JQ0131
 JQ0131  HISTORY     - Date     Condition        Report By
 JQ0131  HISTORY     - 1907     MONUMENTED       USGS
 JQ0131  HISTORY     - 1934     GOOD             NGS
 JQ0131  HISTORY     - 1968     GOOD             NGS
 JQ0131
 JQ0131                          STATION DESCRIPTION
 JQ0131
 JQ0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0131'10.7 MI NW FROM ROUND MOUNTAIN.
 JQ0131'5 MILES WEST AND 5.7 MILES NORTH OF ROUND MOUNTAIN BY ROAD.  14 FT.
 JQ0131'WEST OF DARROWS FENCH CORNER.  25 FT. EAST OF CENTER-LINE OF STATE
 JQ0131'HIGHWAY 8A.  DARROUGHS HOT SPRINGS, 400 FT. W. OF HOUSE OCCUPIED BY
 JQ0131'JAMES DARROUGH, 10 FT. W. OF SW. COR. OF CONCRETE STUCCO HOUSE, E.
 JQ0131'SIDE OF RD., IN SW. COR. OF FENCE AT MAIL BOX.  IRON POST STAMPED 5609
 JQ0131'1907.  NOTE-- STUCCO HOUSE NO LONGER EXISTS.
 JQ0131
 JQ0131                          STATION RECOVERY (1968)
 JQ0131
 JQ0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JQ0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0745 ***********************************************************************
 JR0745  DESIGNATION -  5631
 JR0745  PID         -  JR0745
 JR0745  STATE/COUNTY-  NV/MINERAL
 JR0745  USGS QUAD   -  THE ELBOW (1989)
 JR0745
 JR0745                         *CURRENT SURVEY CONTROL
 JR0745  ___________________________________________________________________
 JR0745* NAD 83(1986)-  38 25 27.     (N)    119 02 15.     (W)     SCALED    
 JR0745* NAVD 88     -      1715.64   (+/-2cm)    5628.7    (feet)  VERTCON   
 JR0745  ___________________________________________________________________
 JR0745  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 JR0745
 JR0745  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0745
 JR0745.The horizontal coordinates were scaled from a topographic map and have
 JR0745.an estimated accuracy of +/- 6 seconds.
 JR0745
 JR0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0745.The vertical order pertains to the NGVD 29 superseded value.
 JR0745
 JR0745.The geoid height was determined by GEOID03.
 JR0745
 JR0745;                    North         East    Units  Estimated Accuracy
 JR0745;SPC NV W     - 4,407,780.      760,340.      MT  (+/- 180 meters Scaled)
 JR0745
 JR0745                          SUPERSEDED SURVEY CONTROL
 JR0745
 JR0745  NGVD 29 (??/??/92) 1714.354  (m)         5624.51   (f) ADJ UNCH    2 0
 JR0745
 JR0745.Superseded values are not recommended for survey control.
 JR0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0745.See file dsdata.txt to determine how the superseded data were derived.
 JR0745
 JR0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC221548(NAD 83)
 JR0745_MARKER: DD = SURVEY DISK
 JR0745_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0745_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0745_STAMPING: 5631
 JR0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0745
 JR0745  HISTORY     - Date     Condition        Report By
 JR0745  HISTORY     - UNK      MONUMENTED       USGS
 JR0745  HISTORY     - 1934     GOOD             NGS
 JR0745  HISTORY     - 1949     GOOD             NGS
 JR0745
 JR0745                          STATION DESCRIPTION
 JR0745
 JR0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JR0745'34.2 MI S FROM WELLINGTON.
 JR0745'IN MINERAL COUNTY, ABOUT 34.2 MILES SOUTH ALONG STATE HIGHWAY 22
 JR0745'AND THE ROAD LEADING TO FLETCHER FROM WELLINGTON, LYON COUNTY,
 JR0745'IN A SMALL VALLEY, AT A SHEEP CORRAL ON THE ELBOW RANCH, ABOUT
 JR0745'50 YARDS SOUTHWEST OF THE SOUTH BANK OF AN S-CURVE IN THE SMALL
 JR0745'WALKER RIVER, 116 FEET NORTHEAST OF THE ROCK WALL OF A DUGOUT
 JR0745'IN A HILLSIDE, AND 31.0 FEET NORTHEAST OF THE CENTER LINE OF
 JR0745'THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 JR0745'STAMPED 5631 AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE.
 JR0745
 JR0745                          STATION RECOVERY (1949)
 JR0745
 JR0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 JR0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0156 ***********************************************************************
 KQ0156  DESIGNATION -  5641
 KQ0156  PID         -  KQ0156
 KQ0156  STATE/COUNTY-  NV/LANDER
 KQ0156  USGS QUAD   -  VIGUS BUTTE (1982)
 KQ0156
 KQ0156                         *CURRENT SURVEY CONTROL
 KQ0156  ___________________________________________________________________
 KQ0156* NAD 83(1986)-  39 35 21.     (N)    117 10 19.     (W)     SCALED    
 KQ0156* NAVD 88     -      1719.229  (meters)    5640.50   (feet)  ADJUSTED  
 KQ0156  ___________________________________________________________________
 KQ0156  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 KQ0156  DYNAMIC HT  -        1717.545 (meters)    5634.98  (feet)  COMP
 KQ0156  MODELED GRAV-     979,586.7   (mgal)                       NAVD 88
 KQ0156
 KQ0156  VERT ORDER  -  FIRST     CLASS II
 KQ0156
 KQ0156.The horizontal coordinates were scaled from a topographic map and have
 KQ0156.an estimated accuracy of +/- 6 seconds.
 KQ0156
 KQ0156.The orthometric height was determined by differential leveling
 KQ0156.and adjusted by the National Geodetic Survey in June 1991..
 KQ0156
 KQ0156.The geoid height was determined by GEOID03.
 KQ0156
 KQ0156.The dynamic height is computed by dividing the NAVD 88
 KQ0156.geopotential number by the normal gravity value computed on the
 KQ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0156.degrees latitude (g = 980.6199 gals.).
 KQ0156
 KQ0156.The modeled gravity was interpolated from observed gravity values.
 KQ0156
 KQ0156;                    North         East    Units  Estimated Accuracy
 KQ0156;SPC NV C     - 6,537,120.      456,600.      MT  (+/- 180 meters Scaled)
 KQ0156
 KQ0156                          SUPERSEDED SURVEY CONTROL
 KQ0156
 KQ0156  NGVD 29 (??/??/92) 1718.00   (m)         5636.5    (f) COMPUTED    1 2
 KQ0156
 KQ0156.Superseded values are not recommended for survey control.
 KQ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0156.See file dsdata.txt to determine how the superseded data were derived.
 KQ0156
 KQ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD852821(NAD 83)
 KQ0156_MARKER: N = NAIL
 KQ0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KQ0156_SP_SET: POST
 KQ0156_STAMPING: 5641.0
 KQ0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0156
 KQ0156  HISTORY     - Date     Condition        Report By
 KQ0156  HISTORY     - UNK      MONUMENTED       USGS
 KQ0156  HISTORY     - 1934     GOOD             NGS
 KQ0156
 KQ0156                          STATION DESCRIPTION
 KQ0156
 KQ0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KQ0156'10.7 MI NW FROM AUSTIN.
 KQ0156'10.7 MILES NORTHWEST ALONG THE NEVADA CENTRAL RAILROAD, OR 9.0 MILES
 KQ0156'NORTHWEST ALONG STATE HIGHWAY 8 A FROM AUSTIN, LANDER COUNTY, AT THE
 KQ0156'BOTTOM OF A GRADE ON THE HIGHWAY, 40 FEET WEST OF THE CENTERLINE OF
 KQ0156'THE TRACK, AND 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A U.S.
 KQ0156'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER, IN THE TOP OF A
 KQ0156'4-BY-4-INCH POST PAINTED 5641.0 AND PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0218 ***********************************************************************
 JR0218  DESIGNATION -  5681=I 13
 JR0218  PID         -  JR0218
 JR0218  STATE/COUNTY-  NV/MINERAL
 JR0218  USGS QUAD   -  BASALT (1982)
 JR0218
 JR0218                         *CURRENT SURVEY CONTROL
 JR0218  ___________________________________________________________________
 JR0218* NAD 83(1986)-  38 06 59.     (N)    118 15 23.     (W)     SCALED    
 JR0218* NAVD 88     -      1730.701  (meters)    5678.14   (feet)  ADJUSTED  
 JR0218  ___________________________________________________________________
 JR0218  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 JR0218  DYNAMIC HT  -        1728.767 (meters)    5671.80  (feet)  COMP
 JR0218  MODELED GRAV-     979,450.3   (mgal)                       NAVD 88
 JR0218
 JR0218  VERT ORDER  -  FIRST     CLASS II
 JR0218
 JR0218.The horizontal coordinates were scaled from a topographic map and have
 JR0218.an estimated accuracy of +/- 6 seconds.
 JR0218
 JR0218.The orthometric height was determined by differential leveling
 JR0218.and adjusted by the National Geodetic Survey in June 1991..
 JR0218
 JR0218.The geoid height was determined by GEOID03.
 JR0218
 JR0218.The dynamic height is computed by dividing the NAVD 88
 JR0218.geopotential number by the normal gravity value computed on the
 JR0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0218.degrees latitude (g = 980.6199 gals.).
 JR0218
 JR0218.The modeled gravity was interpolated from observed gravity values.
 JR0218
 JR0218;                    North         East    Units  Estimated Accuracy
 JR0218;SPC NV W     - 4,373,570.      828,670.      MT  (+/- 180 meters Scaled)
 JR0218
 JR0218                          SUPERSEDED SURVEY CONTROL
 JR0218
 JR0218  NGVD 29 (??/??/92) 1729.43   (m)         5674.0    (f) COMPUTED    1 2
 JR0218
 JR0218.Superseded values are not recommended for survey control.
 JR0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0218.See file dsdata.txt to determine how the superseded data were derived.
 JR0218
 JR0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC898194(NAD 83)
 JR0218_MARKER: DD = SURVEY DISK
 JR0218_SETTING: 80 = SET IN A BOULDER
 JR0218_SP_SET: BOULDER
 JR0218_STAMPING: 5674.241 1913
 JR0218_MARK LOGO: USGS  
 JR0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0218+STABILITY: SURFACE MOTION
 JR0218
 JR0218  HISTORY     - Date     Condition        Report By
 JR0218  HISTORY     - 1913     MONUMENTED       USGS
 JR0218  HISTORY     - 1955     GOOD             NGS
 JR0218  HISTORY     - 1986     GOOD             NGS
 JR0218
 JR0218                          STATION DESCRIPTION
 JR0218
 JR0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0218'10.7 MI N FROM BASALT.
 JR0218'9.6 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 JR0218'U.S. HIGHWAY 6 AT BASALT, THENCE 1.1 MILES SOUTH ALONG A GRADED
 JR0218'ROAD, AT THE INTERSECTION OF A GRADED ROAD ON AN ABANDONED
 JR0218'SOUTHERN PACIFIC COMPANY RAILROAD BED, IN THE TOP OF A 1- BY
 JR0218'1-FOOT QUARTZ BOULDER WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 JR0218'40 FEET SOUTHEAST OF THE CENTER LINE OF THE RAILROAD BED, 36 1/2
 JR0218'FEET EAST OF THE CENTER LINE OF THE GRADED ROAD, 3.2 FEET NORTH
 JR0218'OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROADS.
 JR0218
 JR0218                          STATION RECOVERY (1986)
 JR0218
 JR0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0218'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0218'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 JR0218'MONTGOMERY, THENCE 12.0 KM (7.5 MI) NORTH ALONG STATE HIGHWAY 360,
 JR0218'THENCE 1.45 KM (0.90 MI) NORTHEAST ALONG A TRACK ROAD, IN THE
 JR0218'SOUTHEAST CORNER OF THE INTERSECTION OF A SECOND TRACK ROAD, IN TOP
 JR0218'AND AT THE CENTER OF A 0.3- BY 0.3-METER WHITE BOULDER PROJECTING 10
 JR0218'CM, 11.9 METERS (39.0 FT) SOUTHEAST OF THE CENTER OF THE FIRST TRACK
 JR0218'ROAD, 11.6 METERS (38.0 FT) EAST OF THE SECOND TRACK ROAD.
 JR0218'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JR0218'THE MARK IS 0.9 M ABOVE THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0684 ***********************************************************************
 LR0684  DESIGNATION -  57
 LR0684  PID         -  LR0684
 LR0684  STATE/COUNTY-  NV/HUMBOLDT
 LR0684  USGS QUAD   -  POLE CREEK (1983)
 LR0684
 LR0684                         *CURRENT SURVEY CONTROL
 LR0684  ___________________________________________________________________
 LR0684* NAD 83(1986)-  40 58 11.     (N)    117 31 24.     (W)     SCALED    
 LR0684* NAVD 88     -      1340.927  (meters)    4399.36   (feet)  ADJUSTED  
 LR0684  ___________________________________________________________________
 LR0684  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 LR0684  DYNAMIC HT  -        1339.910 (meters)    4396.02  (feet)  COMP
 LR0684  MODELED GRAV-     979,819.6   (mgal)                       NAVD 88
 LR0684
 LR0684  VERT ORDER  -  SECOND    CLASS 0
 LR0684
 LR0684.The horizontal coordinates were scaled from a topographic map and have
 LR0684.an estimated accuracy of +/- 6 seconds.
 LR0684
 LR0684.The orthometric height was determined by differential leveling
 LR0684.and adjusted by the National Geodetic Survey in June 1991..
 LR0684
 LR0684.The geoid height was determined by GEOID03.
 LR0684
 LR0684.The dynamic height is computed by dividing the NAVD 88
 LR0684.geopotential number by the normal gravity value computed on the
 LR0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0684.degrees latitude (g = 980.6199 gals.).
 LR0684
 LR0684.The modeled gravity was interpolated from observed gravity values.
 LR0684
 LR0684;                    North         East    Units  Estimated Accuracy
 LR0684;SPC NV W     - 4,690,830.      889,220.      MT  (+/- 180 meters Scaled)
 LR0684
 LR0684                          SUPERSEDED SURVEY CONTROL
 LR0684
 LR0684  NGVD 29 (??/??/92) 1339.899  (m)         4395.99   (f) ADJ UNCH    2 0
 LR0684
 LR0684.Superseded values are not recommended for survey control.
 LR0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0684.See file dsdata.txt to determine how the superseded data were derived.
 LR0684
 LR0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF559355(NAD 83)
 LR0684_MARKER: DD = SURVEY DISK
 LR0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0684_STAMPING: BM I-001-3 (2) 57
 LR0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0684+STABILITY: SURFACE MOTION
 LR0684
 LR0684  HISTORY     - Date     Condition        Report By
 LR0684  HISTORY     - UNK      MONUMENTED       NVDH
 LR0684  HISTORY     - 1958     GOOD             NGS
 LR0684  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0684
 LR0684                          STATION DESCRIPTION
 LR0684
 LR0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0684'2.25 MI NW FROM GOLCONDA.
 LR0684'2.25 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT
 LR0684'GOLCONDA, 139.0 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 3.0 FEET
 LR0684'NORTHEAST OF A STEEL WITNESS POST, 2.0 FEET NORTHEAST OF A FENCE LINE,
 LR0684'SET IN A ROUND CONCRETE POST PROJECTING 1 INCH ABOVE GROUND SURFACE.
 LR0684
 LR0684                          STATION RECOVERY (1984)
 LR0684
 LR0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0684'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0600 ***********************************************************************
 MU0600  DESIGNATION -  57 BKC
 MU0600  PID         -  MU0600
 MU0600  STATE/COUNTY-  NV/ELKO
 MU0600  USGS QUAD   -  HUMBOLDT HILL (1973)
 MU0600
 MU0600                         *CURRENT SURVEY CONTROL
 MU0600  ___________________________________________________________________
 MU0600* NAD 83(1986)-  41 34 51.     (N)    116 59 15.     (W)     SCALED    
 MU0600* NAVD 88     -      1637.812  (meters)    5373.39   (feet)  POSTED    
 MU0600  ___________________________________________________________________
 MU0600  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 MU0600  DYNAMIC HT  -        1636.590 (meters)    5369.38  (feet)  COMP
 MU0600  MODELED GRAV-     979,821.2   (mgal)                       NAVD 88
 MU0600
 MU0600  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0600
 MU0600.The horizontal coordinates were scaled from a topographic map and have
 MU0600.an estimated accuracy of +/- 6 seconds.
 MU0600
 MU0600.The orthometric height was determined by differential leveling
 MU0600.and adjusted by the National Geodetic Survey in 1992..
 MU0600.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0600.rate of 0.0 thru 1.0 mm/km.
 MU0600
 MU0600.The geoid height was determined by GEOID03.
 MU0600
 MU0600.The dynamic height is computed by dividing the NAVD 88
 MU0600.geopotential number by the normal gravity value computed on the
 MU0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0600.degrees latitude (g = 980.6199 gals.).
 MU0600
 MU0600.The modeled gravity was interpolated from observed gravity values.
 MU0600
 MU0600;                    North         East    Units  Estimated Accuracy
 MU0600;SPC NV E     - 8,759,100.       82,910.      MT  (+/- 180 meters Scaled)
 MU0600
 MU0600                          SUPERSEDED SURVEY CONTROL
 MU0600
 MU0600.No superseded survey control is available for this station.
 MU0600
 MU0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG010032(NAD 83)
 MU0600_MARKER: DD = SURVEY DISK
 MU0600_SETTING: 66 = SET IN ROCK OUTCROP
 MU0600_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0600_STAMPING: 57 BKC 1973 5370
 MU0600_MARK LOGO: USGS  
 MU0600_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0600+STABILITY: POSITION/ELEVATION WELL
 MU0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0600+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0600
 MU0600  HISTORY     - Date     Condition        Report By
 MU0600  HISTORY     - 1973     MONUMENTED       USGS
 MU0600
 MU0600                          STATION DESCRIPTION
 MU0600
 MU0600'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0600'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0600'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0600'THENCE THENCE 19.3 MILES WEST ALONG ROAD, THENCE 4.8 MILES NORTH ALONG
 MU0600'ROAD, 1.7 MILES SOUTHEAST AND 8.6 MILES NORTH OF LITTLE HUMBOLT RANCH,
 MU0600'42 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A CAIRN,
 MU0600'SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0637 ***********************************************************************
 JP0637  DESIGNATION -  57 DOR
 JP0637  PID         -  JP0637
 JP0637  STATE/COUNTY-  NV/LINCOLN
 JP0637  USGS QUAD   -  WELLS SUMMIT (1973)
 JP0637
 JP0637                         *CURRENT SURVEY CONTROL
 JP0637  ___________________________________________________________________
 JP0637* NAD 83(1986)-  38 33 14.     (N)    114 21 59.     (W)     SCALED    
 JP0637* NAVD 88     -      1860.645  (meters)    6104.47   (feet)  ADJUSTED  
 JP0637  ___________________________________________________________________
 JP0637  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 JP0637  DYNAMIC HT  -        1858.588 (meters)    6097.72  (feet)  COMP
 JP0637  MODELED GRAV-     979,457.1   (mgal)                       NAVD 88
 JP0637
 JP0637  VERT ORDER  -  SECOND    CLASS 0
 JP0637
 JP0637.The horizontal coordinates were scaled from a topographic map and have
 JP0637.an estimated accuracy of +/- 6 seconds.
 JP0637
 JP0637.The orthometric height was determined by differential leveling
 JP0637.and adjusted by the National Geodetic Survey in August 1995..
 JP0637
 JP0637.The geoid height was determined by GEOID03.
 JP0637
 JP0637.The dynamic height is computed by dividing the NAVD 88
 JP0637.geopotential number by the normal gravity value computed on the
 JP0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0637.degrees latitude (g = 980.6199 gals.).
 JP0637
 JP0637.The modeled gravity was interpolated from observed gravity values.
 JP0637
 JP0637;                    North         East    Units  Estimated Accuracy
 JP0637;SPC NV E     - 8,422,780.      306,070.      MT  (+/- 180 meters Scaled)
 JP0637
 JP0637                          SUPERSEDED SURVEY CONTROL
 JP0637
 JP0637.No superseded survey control is available for this station.
 JP0637
 JP0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC294705(NAD 83)
 JP0637_MARKER: DD = SURVEY DISK
 JP0637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0637_SP_SET: COPPER-CLAD STEEL ROD
 JP0637_STAMPING: 57 DOR 1973 6100
 JP0637_MARK LOGO: USGS  
 JP0637_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0637
 JP0637  HISTORY     - Date     Condition        Report By
 JP0637  HISTORY     - 1973     MONUMENTED       USGS
 JP0637
 JP0637                          STATION DESCRIPTION
 JP0637
 JP0637'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0637'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0637'ROAD TO THE MAIN ROAD, THENCE 6.6 MILES NORTH ALONG THE MAIN ROAD,
 JP0637'0.2 MILE SOUTHEAST OF TWO 30-INCH CORRUGATED METAL PIPE CULVERTS, 50
 JP0637'FEET SOUTHWEST OF CENTERLINE OF THE ROAD,  A 5/8 INCH COPPER COATED
 JP0637'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0533 ***********************************************************************
 LS0533  DESIGNATION -  57 HJH
 LS0533  PID         -  LS0533
 LS0533  STATE/COUNTY-  NV/WASHOE
 LS0533  USGS QUAD   -  EMPIRE (1990)
 LS0533
 LS0533                         *CURRENT SURVEY CONTROL
 LS0533  ___________________________________________________________________
 LS0533* NAD 83(1986)-  40 33 15.     (N)    119 20 20.     (W)     SCALED    
 LS0533* NAVD 88     -      1264.836  (meters)    4149.72   (feet)  ADJUSTED  
 LS0533  ___________________________________________________________________
 LS0533  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 LS0533  DYNAMIC HT  -        1263.862 (meters)    4146.52  (feet)  COMP
 LS0533  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 LS0533
 LS0533  VERT ORDER  -  SECOND    CLASS 0
 LS0533
 LS0533.The horizontal coordinates were scaled from a topographic map and have
 LS0533.an estimated accuracy of +/- 6 seconds.
 LS0533
 LS0533.The orthometric height was determined by differential leveling
 LS0533.and adjusted by the National Geodetic Survey in June 1991..
 LS0533
 LS0533.The geoid height was determined by GEOID03.
 LS0533
 LS0533.The dynamic height is computed by dividing the NAVD 88
 LS0533.geopotential number by the normal gravity value computed on the
 LS0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0533.degrees latitude (g = 980.6199 gals.).
 LS0533
 LS0533.The modeled gravity was interpolated from observed gravity values.
 LS0533
 LS0533;                    North         East    Units  Estimated Accuracy
 LS0533;SPC NV W     - 4,644,420.      736,010.      MT  (+/- 180 meters Scaled)
 LS0533
 LS0533                          SUPERSEDED SURVEY CONTROL
 LS0533
 LS0533  NGVD 29 (??/??/92) 1263.837  (m)         4146.44   (f) ADJ UNCH    2 0
 LS0533
 LS0533.Superseded values are not recommended for survey control.
 LS0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0533.See file dsdata.txt to determine how the superseded data were derived.
 LS0533
 LS0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE019918(NAD 83)
 LS0533_MARKER: DB = BENCH MARK DISK
 LS0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0533_SP_SET: CONCRETE POST
 LS0533_STAMPING: 57 HJH 1962 4146
 LS0533_MARK LOGO: USGS  
 LS0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0533+STABILITY: SURFACE MOTION
 LS0533
 LS0533  HISTORY     - Date     Condition        Report By
 LS0533  HISTORY     - 1962     MONUMENTED       USGS
 LS0533
 LS0533                          STATION DESCRIPTION
 LS0533
 LS0533'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0533'12.2 KM (7.60 MI) SOUTH FROM GERLACH.
 LS0533'7.6 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34, 46 FEET EAST OF
 LS0533'THE HIGHWAY CENTERLINE.
 LS0533'THE MARK IS 3.0 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0556 ***********************************************************************
 KQ0556  DESIGNATION -  57 JRH
 KQ0556  PID         -  KQ0556
 KQ0556  STATE/COUNTY-  NV/EUREKA
 KQ0556  USGS QUAD   -  SULLIVAN WASH (1990)
 KQ0556
 KQ0556                         *CURRENT SURVEY CONTROL
 KQ0556  ___________________________________________________________________
 KQ0556* NAD 83(1994)-  39 15 00.07943(N)    116 21 42.69111(W)     ADJUSTED  
 KQ0556* NAVD 88     -      1995.00   (+/-2cm)    6545.3    (feet)  VERTCON   
 KQ0556  ___________________________________________________________________
 KQ0556  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 KQ0556  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 KQ0556
 KQ0556  HORZ ORDER  -  THIRD
 KQ0556  VERT ORDER  -  THIRD ? (See Below)
 KQ0556
 KQ0556.The horizontal coordinates were established by classical geodetic methods
 KQ0556.and adjusted by the National Geodetic Survey in June 1998..
 KQ0556
 KQ0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0556.The vertical order pertains to the NGVD 29 superseded value.
 KQ0556
 KQ0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0556
 KQ0556.The geoid height was determined by GEOID03.
 KQ0556
 KQ0556;                    North         East     Units Scale Factor Converg.
 KQ0556;SPC NV E     - 8,499,641.489   132,803.446   MT  0.99995558   -0 29 33.3
 KQ0556;SPC NV E     -27,885,907.12    435,705.97   sFT  0.99995558   -0 29 33.3
 KQ0556;UTM  11      - 4,344,716.412   555,063.011   MT  0.99963733   +0 24 13.6
 KQ0556
 KQ0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0556!SPC NV E     -   0.99969046  x   0.99995558  =   0.99964605
 KQ0556!UTM  11      -   0.99969046  x   0.99963733  =   0.99932790
 KQ0556
 KQ0556                          SUPERSEDED SURVEY CONTROL
 KQ0556
 KQ0556  NAD 83(1986)-  39 15 00.08142(N)    116 21 42.69572(W) AD(       ) 3
 KQ0556  NGVD 29 (04/13/94) 1993.68   (m)         6540.9    (f) LEVELING    3  
 KQ0556
 KQ0556.Superseded values are not recommended for survey control.
 KQ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0556.See file dsdata.txt to determine how the superseded data were derived.
 KQ0556
 KQ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND5506344716(NAD 83)
 KQ0556_MARKER: DB = BENCH MARK DISK
 KQ0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0556
 KQ0556  HISTORY     - Date     Condition        Report By
 KQ0556  HISTORY     - 1954     MONUMENTED       USGS
 KQ0556
 KQ0556                          STATION DESCRIPTION
 KQ0556
 KQ0556'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KQ0556'DESCRIBED IN 1954 LEVEL LINE BY USGS (PV 240A), AS FOLLOWS.
 KQ0556'
 KQ0556'SEGURA RANCH, 9.6 MI. N. OF ALONG ANTELOPE VALLEY ROAD, AT RD. FORK
 KQ0556'TO MONITOR VALLEY, 83 FT. W. OF N. S. RD., IN CONCRETE POST 5 IN.
 KQ0556'ABOVE GROUND, STANDARD TABLET STAMPED----57 JRH 6541 1954---.
 KQ0556'
 KQ0556'NOTE BY USGS, 1955  LOCATED ABOUT 27.6 MI. SW. FROM EUREKA AND 21.5
 KQ0556'MI. S. OF U.S. HIGHWAY 50 ALONG ANTELOPE VALLEY RD. AT RD. FORKS
 KQ0556'MARKED BY SIGN MONITOR VALLEY.
 KQ0556'
 KQ0556'TO REACH FROM EUREKA POST OFFICE, DRIVE W. 19.2 MI. ALONG U.S.
 KQ0556'HIGHWAY 50 TOWARD AUSTIN TO ANTELOPE VALLEY ROAD, LEFT MARKED BY
 KQ0556'ANTELOPE VALLEY SIGN, DRIVE S. ALONG ANTELOPE VALLEY RD. 21.5 MI.
 KQ0556'TO RD. FORKS MARKED BY SIGN  MONITOR VALLEY.  STATION IS 360 FT.
 KQ0556'SW. OF RD. FORKS.
 KQ0556'
 KQ0556'STATION MARK STANDARD BENCH MARK TABLET STAMPED----57 JRH 6541
 KQ0556'1954----SET IN CONCRETE POST 5 IN. ABOVE GROUND.
 KQ0556'
 KQ0556'REFERENCE MARK CHISELED SQUARE ON BOULDER SET IN GROUND 44.45 FT.
 KQ0556'FROM STATION MARK 22 DEGREES 50 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0494 ***********************************************************************
 MU0494  DESIGNATION -  57 O
 MU0494  PID         -  MU0494
 MU0494  STATE/COUNTY-  NV/LANDER
 MU0494  USGS QUAD   -  SUGARLOAF BUTTE (1970)
 MU0494
 MU0494                         *CURRENT SURVEY CONTROL
 MU0494  ___________________________________________________________________
 MU0494* NAD 83(1986)-  41 09 52.     (N)    116 21 38.     (W)     SCALED    
 MU0494* NAVD 88     -      1879.282  (meters)    6165.61   (feet)  POSTED    
 MU0494  ___________________________________________________________________
 MU0494  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 MU0494  DYNAMIC HT  -        1877.700 (meters)    6160.42  (feet)  COMP
 MU0494  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 MU0494
 MU0494  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0494
 MU0494.The horizontal coordinates were scaled from a topographic map and have
 MU0494.an estimated accuracy of +/- 6 seconds.
 MU0494
 MU0494.The orthometric height was determined by differential leveling
 MU0494.and adjusted by the National Geodetic Survey in 1992..
 MU0494.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0494.rate of 0.0 thru 1.0 mm/km.
 MU0494
 MU0494.The geoid height was determined by GEOID03.
 MU0494
 MU0494.The dynamic height is computed by dividing the NAVD 88
 MU0494.geopotential number by the normal gravity value computed on the
 MU0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0494.degrees latitude (g = 980.6199 gals.).
 MU0494
 MU0494.The modeled gravity was interpolated from observed gravity values.
 MU0494
 MU0494;                    North         East    Units  Estimated Accuracy
 MU0494;SPC NV C     - 6,711,950.      525,690.      MT  (+/- 180 meters Scaled)
 MU0494
 MU0494                          SUPERSEDED SURVEY CONTROL
 MU0494
 MU0494.No superseded survey control is available for this station.
 MU0494
 MU0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF536572(NAD 83)
 MU0494_MARKER: DD = SURVEY DISK
 MU0494_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MU0494_SP_SET: PREFAB CONC. POST IN EARTH
 MU0494_STAMPING: 57 O 1963
 MU0494_MARK LOGO: USGS  
 MU0494_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0494+SATELLITE: SATELLITE OBSERVATIONS - 1963
 MU0494
 MU0494  HISTORY     - Date     Condition        Report By
 MU0494  HISTORY     - 1963     MONUMENTED       USGS
 MU0494
 MU0494                          STATION DESCRIPTION
 MU0494
 MU0494'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MU0494'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 MU0494'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 MU0494'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 MU0494'NORTHEAST ALONG ROAD, THENCE 38.3 MILES NORTHEAST ALONG ROAD, THENCE
 MU0494'0.5 MILES NORTHWEST ALONG ROAD, 0.6 MILES SOUTHWEST OF ST. JOHN RANCH,
 MU0494'51 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A STEEL
 MU0494'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0697 ***********************************************************************
 GS0697  DESIGNATION -  57 TJS
 GS0697  PID         -  GS0697
 GS0697  STATE/COUNTY-  NV/NYE
 GS0697  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0697
 GS0697                         *CURRENT SURVEY CONTROL
 GS0697  ___________________________________________________________________
 GS0697* NAD 83(1986)-  36 48 06.     (N)    116 25 42.     (W)     SCALED    
 GS0697* NAVD 88     -      1065.889  (meters)    3497.00   (feet)  ADJUSTED  
 GS0697  ___________________________________________________________________
 GS0697  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 GS0697  DYNAMIC HT  -        1064.739 (meters)    3493.23  (feet)  COMP
 GS0697  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 GS0697
 GS0697  VERT ORDER  -  FIRST     CLASS I
 GS0697
 GS0697.The horizontal coordinates were scaled from a topographic map and have
 GS0697.an estimated accuracy of +/- 6 seconds.
 GS0697
 GS0697.The orthometric height was determined by differential leveling
 GS0697.and adjusted by the National Geodetic Survey in May 2004..
 GS0697
 GS0697.The geoid height was determined by GEOID03.
 GS0697
 GS0697.The dynamic height is computed by dividing the NAVD 88
 GS0697.geopotential number by the normal gravity value computed on the
 GS0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0697.degrees latitude (g = 980.6199 gals.).
 GS0697
 GS0697.The modeled gravity was interpolated from observed gravity values.
 GS0697
 GS0697;                    North         East    Units  Estimated Accuracy
 GS0697;SPC NV C     - 6,227,650.      521,270.      MT  (+/- 180 meters Scaled)
 GS0697
 GS0697                          SUPERSEDED SURVEY CONTROL
 GS0697
 GS0697  NAVD 88 (??/??/92) 1065.891  (m)         3497.01   (f) UNKNOWN     3 0
 GS0697  NGVD 29 (05/01/91) 1064.997  (m)         3494.08   (f) ADJUSTED    1 1
 GS0697
 GS0697.Superseded values are not recommended for survey control.
 GS0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0697.See file dsdata.txt to determine how the superseded data were derived.
 GS0697
 GS0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA509730(NAD 83)
 GS0697_MARKER: DB = BENCH MARK DISK
 GS0697_SETTING: 66 = SET IN ROCK OUTCROP
 GS0697_SP_SET: BEDROCK
 GS0697_STAMPING: 57 TJS 1983
 GS0697_MARK LOGO: USGS  
 GS0697_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0697+STABILITY: POSITION/ELEVATION WELL
 GS0697
 GS0697  HISTORY     - Date     Condition        Report By
 GS0697  HISTORY     - 1983     MONUMENTED       USGS
 GS0697  HISTORY     - 1986     GOOD             USGS
 GS0697  HISTORY     - 1988     GOOD             USGS
 GS0697  HISTORY     - 19910425 GOOD             USGS
 GS0697  HISTORY     - 19930205 GOOD             USGS
 GS0697  HISTORY     - 19950210 GOOD             USGS
 GS0697
 GS0697                          STATION DESCRIPTION
 GS0697
 GS0697'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0697'53.7 KM (33.35 MI) NW FROM MERCURY.
 GS0697'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0697'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0697'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0697'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0697'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0697'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0697'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0697'0.9 MILES, 176 FEET NORTH OF THE CENTERLINE OF THE ROAD, 50 FEET
 GS0697'SOUTHEAST OF A LARGE ROCK OUTCROP.
 GS0697'THE MARK IS 6 FT  S FROM  A ROCK CAIRN
 GS0697
 GS0697                          STATION RECOVERY (1986)
 GS0697
 GS0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0697'RECOVERED IN GOOD CONDITION.
 GS0697
 GS0697                          STATION RECOVERY (1988)
 GS0697
 GS0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0697'RECOVERED IN GOOD CONDITION.
 GS0697
 GS0697                          STATION RECOVERY (1991)
 GS0697
 GS0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0697'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0697'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0697'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0697'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0697'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0697'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0697'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0697'0.9 MILE, 176 FEET NORTH OF THE CENTERLINE OF THE ROAD, 50 FEET
 GS0697'SOUTHEAST OF A LARGE ROCK OUTCROP.
 GS0697
 GS0697                          STATION RECOVERY (1993)
 GS0697
 GS0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0697'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0697'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0697'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0697'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0697'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0697'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0697'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.95 MILES (3.14 KM) TO A
 GS0697'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 0.9 MILE
 GS0697'(1.4 KM), 176 FEET (53.6 M) NORTH OF THE CENTERLINE OF THE ROAD, 50
 GS0697'FEET (15.2 M) SOUTHEAST OF A LARGE ROCK OUTCROP.
 GS0697
 GS0697                          STATION RECOVERY (1995)
 GS0697
 GS0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0697'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0059 ***********************************************************************
 MT0059  DESIGNATION -  5757.4
 MT0059  PID         -  MT0059
 MT0059  STATE/COUNTY-  NV/ELKO
 MT0059  USGS QUAD   -  MUSTANG DRAW (1989)
 MT0059
 MT0059                         *CURRENT SURVEY CONTROL
 MT0059  ___________________________________________________________________
 MT0059* NAD 83(1986)-  41 45 21.     (N)    114 21 27.     (W)     SCALED    
 MT0059* NAVD 88     -      1756.073  (meters)    5761.38   (feet)  ADJUSTED  
 MT0059  ___________________________________________________________________
 MT0059  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 MT0059  DYNAMIC HT  -        1754.718 (meters)    5756.94  (feet)  COMP
 MT0059  MODELED GRAV-     979,788.8   (mgal)                       NAVD 88
 MT0059
 MT0059  VERT ORDER  -  SECOND    CLASS 0
 MT0059
 MT0059.The horizontal coordinates were scaled from a topographic map and have
 MT0059.an estimated accuracy of +/- 6 seconds.
 MT0059
 MT0059.The orthometric height was determined by differential leveling
 MT0059.and adjusted by the National Geodetic Survey in June 1991..
 MT0059
 MT0059.The geoid height was determined by GEOID03.
 MT0059
 MT0059.The dynamic height is computed by dividing the NAVD 88
 MT0059.geopotential number by the normal gravity value computed on the
 MT0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0059.degrees latitude (g = 980.6199 gals.).
 MT0059
 MT0059.The modeled gravity was interpolated from observed gravity values.
 MT0059
 MT0059;                    North         East    Units  Estimated Accuracy
 MT0059;SPC NV E     - 8,778,310.      301,940.      MT  (+/- 180 meters Scaled)
 MT0059
 MT0059                          SUPERSEDED SURVEY CONTROL
 MT0059
 MT0059  NGVD 29 (??/??/92) 1754.898  (m)         5757.53   (f) ADJ UNCH    2 0
 MT0059
 MT0059.Superseded values are not recommended for survey control.
 MT0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0059.See file dsdata.txt to determine how the superseded data were derived.
 MT0059
 MT0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG196260(NAD 83)
 MT0059_MARKER: Q = CHISELED SQUARE
 MT0059_SETTING: 66 = SET IN ROCK OUTCROP
 MT0059_SP_SET: SET IN ROCK OUTCROP
 MT0059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0059+STABILITY: POSITION/ELEVATION WELL
 MT0059
 MT0059  HISTORY     - Date     Condition        Report By
 MT0059  HISTORY     - UNK      MONUMENTED       USGS
 MT0059  HISTORY     - 1958     GOOD             NGS
 MT0059
 MT0059                          STATION DESCRIPTION
 MT0059
 MT0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0059'41.2 MI SE FROM SAN JACINTO.
 MT0059'31.9 MILES EAST ALONG A GRAVEL ROAD FROM THE OREGON SHORT LINE
 MT0059'RAILROAD AT SAN JACINTO, THENCE 9.3 MILES SOUTH ALONG A DIRT ROAD,
 MT0059'37.3 MILES NORTHEAST OF WILKINS, IN THE TOP OF A 3-BY 9-FOOT SANDSTONE
 MT0059'OUTCROP WHICH PROJECTS 1/2 FOOT ABOVE THE WEST SLOPE OF A HILL, 14
 MT0059'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET WEST OF A WITNESS
 MT0059'POST, 3 FEET HIGHER THAN THE ROAD, AND MARKED BY A WHITE PAINTED
 MT0059'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0566 ***********************************************************************
 MT0566  DESIGNATION -  5765.8
 MT0566  PID         -  MT0566
 MT0566  STATE/COUNTY-  NV/ELKO
 MT0566  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0566
 MT0566                         *CURRENT SURVEY CONTROL
 MT0566  ___________________________________________________________________
 MT0566* NAD 83(1986)-  41 49 11.     (N)    115 55 39.     (W)     SCALED    
 MT0566* NAVD 88     -      1758.669  (meters)    5769.90   (feet)  ADJUSTED  
 MT0566  ___________________________________________________________________
 MT0566  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 MT0566  DYNAMIC HT  -        1757.328 (meters)    5765.50  (feet)  COMP
 MT0566  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 MT0566
 MT0566  VERT ORDER  -  SECOND    CLASS 0
 MT0566
 MT0566.The horizontal coordinates were scaled from a topographic map and have
 MT0566.an estimated accuracy of +/- 6 seconds.
 MT0566
 MT0566.The orthometric height was determined by differential leveling
 MT0566.and adjusted by the National Geodetic Survey in June 1991..
 MT0566
 MT0566.The geoid height was determined by GEOID03.
 MT0566
 MT0566.The dynamic height is computed by dividing the NAVD 88
 MT0566.geopotential number by the normal gravity value computed on the
 MT0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0566.degrees latitude (g = 980.6199 gals.).
 MT0566
 MT0566.The modeled gravity was interpolated from observed gravity values.
 MT0566
 MT0566;                    North         East    Units  Estimated Accuracy
 MT0566;SPC NV E     - 8,784,730.      171,410.      MT  (+/- 180 meters Scaled)
 MT0566
 MT0566                          SUPERSEDED SURVEY CONTROL
 MT0566
 MT0566  NGVD 29 (??/??/92) 1757.460  (m)         5765.93   (f) ADJ UNCH    2 0
 MT0566
 MT0566.Superseded values are not recommended for survey control.
 MT0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0566.See file dsdata.txt to determine how the superseded data were derived.
 MT0566
 MT0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG890303(NAD 83)
 MT0566_MARKER: Q = CHISELED SQUARE
 MT0566_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MT0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0566
 MT0566  HISTORY     - Date     Condition        Report By
 MT0566  HISTORY     - UNK      MONUMENTED       USGS
 MT0566  HISTORY     - 1951     GOOD             NGS
 MT0566
 MT0566                          STATION DESCRIPTION
 MT0566
 MT0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0566'3.1 MI E FROM MOUNTAIN CITY.
 MT0566'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0566'MOUNTAIN CITY, THENCE 2.1 MILES EAST ALONG A GRAVEL ROAD, CUT ON THE
 MT0566'TOP OF A LARGE ROCK AT A BRIDGE OVER THE CALIFORNIA CREEK, 67 FEET
 MT0566'NORTH OF THE CENTER LINE OF THE ROAD, 55.2 FEET NORTH OF THE NORTHWEST
 MT0566'END OF THE NORTHWEST WINGWALL OF THE BRIDGE, 21 1/2 FEET WEST OF THE
 MT0566'WEST EDGE OF CALIFORNIA CREEK, ABOUT 4 FEET HIGHER THAN THE ROAD, AND
 MT0566'WITH THE ROCK PAINTED WITH THE LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0053 ***********************************************************************
 MT0053  DESIGNATION -  5774.5
 MT0053  PID         -  MT0053
 MT0053  STATE/COUNTY-  NV/ELKO
 MT0053  USGS QUAD   -  MUSTANG DRAW (1989)
 MT0053
 MT0053                         *CURRENT SURVEY CONTROL
 MT0053  ___________________________________________________________________
 MT0053* NAD 83(1986)-  41 48 04.     (N)    114 19 11.     (W)     SCALED    
 MT0053* NAVD 88     -      1761.266  (meters)    5778.42   (feet)  ADJUSTED  
 MT0053  ___________________________________________________________________
 MT0053  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 MT0053  DYNAMIC HT  -        1759.927 (meters)    5774.03  (feet)  COMP
 MT0053  MODELED GRAV-     979,799.8   (mgal)                       NAVD 88
 MT0053
 MT0053  VERT ORDER  -  SECOND    CLASS 0
 MT0053
 MT0053.The horizontal coordinates were scaled from a topographic map and have
 MT0053.an estimated accuracy of +/- 6 seconds.
 MT0053
 MT0053.The orthometric height was determined by differential leveling
 MT0053.and adjusted by the National Geodetic Survey in June 1991..
 MT0053
 MT0053.The geoid height was determined by GEOID03.
 MT0053
 MT0053.The dynamic height is computed by dividing the NAVD 88
 MT0053.geopotential number by the normal gravity value computed on the
 MT0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0053.degrees latitude (g = 980.6199 gals.).
 MT0053
 MT0053.The modeled gravity was interpolated from observed gravity values.
 MT0053
 MT0053;                    North         East    Units  Estimated Accuracy
 MT0053;SPC NV E     - 8,783,380.      305,010.      MT  (+/- 180 meters Scaled)
 MT0053
 MT0053                          SUPERSEDED SURVEY CONTROL
 MT0053
 MT0053  NGVD 29 (??/??/92) 1760.105  (m)         5774.61   (f) ADJ UNCH    2 0
 MT0053
 MT0053.Superseded values are not recommended for survey control.
 MT0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0053.See file dsdata.txt to determine how the superseded data were derived.
 MT0053
 MT0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG226311(NAD 83)
 MT0053_MARKER: Q = CHISELED SQUARE
 MT0053_SETTING: 66 = SET IN ROCK OUTCROP
 MT0053_SP_SET: SET IN ROCK OUTCROP
 MT0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0053+STABILITY: POSITION/ELEVATION WELL
 MT0053
 MT0053  HISTORY     - Date     Condition        Report By
 MT0053  HISTORY     - UNK      MONUMENTED       USGS
 MT0053  HISTORY     - 1958     GOOD             NGS
 MT0053
 MT0053                          STATION DESCRIPTION
 MT0053
 MT0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0053'36.5 MI E FROM SAN JACINTO.
 MT0053'31.9 MILES EAST ALONG A GRAVEL ROAD FROM THE OREGON SHORT LINE
 MT0053'RAILROAD AT SAN JACINTO, THENCE 4.6 MILES SOUTH ALONG A DIRT ROAD, IN
 MT0053'THE TOP OF A 2 1/2-BY 3-FOOT GRANITE OUTCROP WHICH PROJECTS 2 FEET
 MT0053'ABOVE THE GROUND, 205 FEET WEST OF THE CENTER LINE OF THE ROAD, 27
 MT0053'FEET EAST OF A ROCK CLIFF, AND MARKED BY THE WHITE PAINTED LETTERS UE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0360 ***********************************************************************
 JQ0360  DESIGNATION -  5780
 JQ0360  PID         -  JQ0360
 JQ0360  STATE/COUNTY-  NV/NYE
 JQ0360  USGS QUAD   -  GRANNY GOOSE WELL (1980)
 JQ0360
 JQ0360                         *CURRENT SURVEY CONTROL
 JQ0360  ___________________________________________________________________
 JQ0360* NAD 83(1986)-  38 44 40.     (N)    117 54 26.     (W)     SCALED    
 JQ0360* NAVD 88     -      1760.613  (meters)    5776.28   (feet)  ADJUSTED  
 JQ0360  ___________________________________________________________________
 JQ0360  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 JQ0360  DYNAMIC HT  -        1758.787 (meters)    5770.29  (feet)  COMP
 JQ0360  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 JQ0360
 JQ0360  VERT ORDER  -  FIRST     CLASS II
 JQ0360
 JQ0360.The horizontal coordinates were scaled from a topographic map and have
 JQ0360.an estimated accuracy of +/- 6 seconds.
 JQ0360
 JQ0360.The orthometric height was determined by differential leveling
 JQ0360.and adjusted by the National Geodetic Survey in June 1991..
 JQ0360
 JQ0360.The geoid height was determined by GEOID03.
 JQ0360
 JQ0360.The dynamic height is computed by dividing the NAVD 88
 JQ0360.geopotential number by the normal gravity value computed on the
 JQ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0360.degrees latitude (g = 980.6199 gals.).
 JQ0360
 JQ0360.The modeled gravity was interpolated from observed gravity values.
 JQ0360
 JQ0360;                    North         East    Units  Estimated Accuracy
 JQ0360;SPC NV C     - 6,443,960.      392,160.      MT  (+/- 180 meters Scaled)
 JQ0360
 JQ0360                          SUPERSEDED SURVEY CONTROL
 JQ0360
 JQ0360  NGVD 29 (??/??/92) 1759.396  (m)         5772.28   (f) ADJ UNCH    1 2
 JQ0360
 JQ0360.Superseded values are not recommended for survey control.
 JQ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0360.See file dsdata.txt to determine how the superseded data were derived.
 JQ0360
 JQ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC211888(NAD 83)
 JQ0360_MARKER: DD = SURVEY DISK
 JQ0360_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0360_SP_SET: SET IN ROCK OUTCROP
 JQ0360_STAMPING: 5780
 JQ0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0360+STABILITY: POSITION/ELEVATION WELL
 JQ0360
 JQ0360  HISTORY     - Date     Condition        Report By
 JQ0360  HISTORY     - UNK      MONUMENTED       USGS
 JQ0360  HISTORY     - 1934     GOOD             NGS
 JQ0360
 JQ0360                          STATION DESCRIPTION
 JQ0360
 JQ0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0360'2.3 MI NW FROM GOLDYKE.
 JQ0360'2.3 MILES NORTHWEST ALONG THE ROAD TO EVERETT MINE (THE FALLON-LODI
 JQ0360'ROAD) FROM GOLDYKE, NYE COUNTY, 0.6 MILE NORTHEAST OF THE ABANDONED
 JQ0360'EVERETT MINE, 100 FEET WEST OF A ROAD LEADING SOUTH, 20 FEET NORTH OF
 JQ0360'THE CENTERLINE OF THE MAIN ROAD, AND IN THE TOP OF A SMALL ROCK.  A
 JQ0360'U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5780.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0343 ***********************************************************************
 JQ0343  DESIGNATION -  5796
 JQ0343  PID         -  JQ0343
 JQ0343  STATE/COUNTY-  NV/NYE
 JQ0343  USGS QUAD   -  GOLDYKE (1979)
 JQ0343
 JQ0343                         *CURRENT SURVEY CONTROL
 JQ0343  ___________________________________________________________________
 JQ0343* NAD 83(1986)-  38 40 24.     (N)    117 48 21.     (W)     SCALED    
 JQ0343* NAVD 88     -      1765.900  (meters)    5793.62   (feet)  ADJUSTED  
 JQ0343  ___________________________________________________________________
 JQ0343  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 JQ0343  DYNAMIC HT  -        1764.024 (meters)    5787.47  (feet)  COMP
 JQ0343  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 JQ0343
 JQ0343  VERT ORDER  -  FIRST     CLASS II
 JQ0343
 JQ0343.The horizontal coordinates were scaled from a topographic map and have
 JQ0343.an estimated accuracy of +/- 6 seconds.
 JQ0343
 JQ0343.The orthometric height was determined by differential leveling
 JQ0343.and adjusted by the National Geodetic Survey in June 1991..
 JQ0343
 JQ0343.The geoid height was determined by GEOID03.
 JQ0343
 JQ0343.The dynamic height is computed by dividing the NAVD 88
 JQ0343.geopotential number by the normal gravity value computed on the
 JQ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0343.degrees latitude (g = 980.6199 gals.).
 JQ0343
 JQ0343.The modeled gravity was interpolated from observed gravity values.
 JQ0343
 JQ0343;                    North         East    Units  Estimated Accuracy
 JQ0343;SPC NV C     - 6,435,950.      400,870.      MT  (+/- 180 meters Scaled)
 JQ0343
 JQ0343                          SUPERSEDED SURVEY CONTROL
 JQ0343
 JQ0343  NGVD 29 (??/??/92) 1764.659  (m)         5789.55   (f) ADJ UNCH    1 2
 JQ0343
 JQ0343.Superseded values are not recommended for survey control.
 JQ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0343.See file dsdata.txt to determine how the superseded data were derived.
 JQ0343
 JQ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC299808(NAD 83)
 JQ0343_MARKER: DD = SURVEY DISK
 JQ0343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JQ0343_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JQ0343_STAMPING: 5796 1907
 JQ0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0343
 JQ0343  HISTORY     - Date     Condition        Report By
 JQ0343  HISTORY     - 1907     MONUMENTED       USGS
 JQ0343  HISTORY     - 1934     GOOD             NGS
 JQ0343
 JQ0343                          STATION DESCRIPTION
 JQ0343
 JQ0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0343'0.4 MI N FROM PACTOLUS.
 JQ0343'0.4 MILE NORTH ALONG A ROAD FROM PACTOLUS, NYE COUNTY, 40 FEET
 JQ0343'SOUTHEAST OF THE INTERSECTION OF A LITTLE-USED ROAD LEADING OFF TO THE
 JQ0343'SOUTHWEST, AND 15 FEET EAST OF THE MAIN ROAD.  A U.S. GEOLOGICAL
 JQ0343'SURVEY STANDARD CAP, STAMPED 5796 1907 AND RIVETED ON THE TOP OF A
 JQ0343'3-1/2-INCH IRON PIPE ENCASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0685 ***********************************************************************
 LR0685  DESIGNATION -  58
 LR0685  PID         -  LR0685
 LR0685  STATE/COUNTY-  NV/HUMBOLDT
 LR0685  USGS QUAD   -  POLE CREEK (1983)
 LR0685
 LR0685                         *CURRENT SURVEY CONTROL
 LR0685  ___________________________________________________________________
 LR0685* NAD 83(1986)-  40 57 51.     (N)    117 30 56.     (W)     SCALED    
 LR0685* NAVD 88     -      1343.713  (meters)    4408.50   (feet)  ADJUSTED  
 LR0685  ___________________________________________________________________
 LR0685  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 LR0685  DYNAMIC HT  -        1342.696 (meters)    4405.16  (feet)  COMP
 LR0685  MODELED GRAV-     979,820.2   (mgal)                       NAVD 88
 LR0685
 LR0685  VERT ORDER  -  SECOND    CLASS 0
 LR0685
 LR0685.The horizontal coordinates were scaled from a topographic map and have
 LR0685.an estimated accuracy of +/- 6 seconds.
 LR0685
 LR0685.The orthometric height was determined by differential leveling
 LR0685.and adjusted by the National Geodetic Survey in June 1991..
 LR0685
 LR0685.The geoid height was determined by GEOID03.
 LR0685
 LR0685.The dynamic height is computed by dividing the NAVD 88
 LR0685.geopotential number by the normal gravity value computed on the
 LR0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0685.degrees latitude (g = 980.6199 gals.).
 LR0685
 LR0685.The modeled gravity was interpolated from observed gravity values.
 LR0685
 LR0685;                    North         East    Units  Estimated Accuracy
 LR0685;SPC NV W     - 4,690,220.      889,880.      MT  (+/- 180 meters Scaled)
 LR0685
 LR0685                          SUPERSEDED SURVEY CONTROL
 LR0685
 LR0685  NGVD 29 (??/??/92) 1342.687  (m)         4405.13   (f) ADJ UNCH    2 0
 LR0685
 LR0685.Superseded values are not recommended for survey control.
 LR0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0685.See file dsdata.txt to determine how the superseded data were derived.
 LR0685
 LR0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF566349(NAD 83)
 LR0685_MARKER: DD = SURVEY DISK
 LR0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0685_STAMPING: BM I-001-3 (2) 58
 LR0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0685+STABILITY: SURFACE MOTION
 LR0685
 LR0685  HISTORY     - Date     Condition        Report By
 LR0685  HISTORY     - UNK      MONUMENTED       NVDH
 LR0685  HISTORY     - 1958     GOOD             NGS
 LR0685  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0685
 LR0685                          STATION DESCRIPTION
 LR0685
 LR0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0685'1.75 MI NW FROM GOLCONDA.
 LR0685'1.75 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT
 LR0685'GOLCONDA, 139.0 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 2.8 FEET
 LR0685'NORTHEAST OF A METAL WITNESS POST, 2.2 FEET NORTHEAST OF A FENCE LINE,
 LR0685'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LR0685
 LR0685                          STATION RECOVERY (1984)
 LR0685
 LR0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0685'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0601 ***********************************************************************
 MU0601  DESIGNATION -  58 BKC
 MU0601  PID         -  MU0601
 MU0601  STATE/COUNTY-  NV/ELKO
 MU0601  USGS QUAD   -  HUMBOLDT HILL (1973)
 MU0601
 MU0601                         *CURRENT SURVEY CONTROL
 MU0601  ___________________________________________________________________
 MU0601* NAD 83(1986)-  41 35 38.     (N)    116 59 35.     (W)     SCALED    
 MU0601* NAVD 88     -      1642.121  (meters)    5387.53   (feet)  POSTED    
 MU0601  ___________________________________________________________________
 MU0601  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 MU0601  DYNAMIC HT  -        1640.900 (meters)    5383.52  (feet)  COMP
 MU0601  MODELED GRAV-     979,819.2   (mgal)                       NAVD 88
 MU0601
 MU0601  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0601
 MU0601.The horizontal coordinates were scaled from a topographic map and have
 MU0601.an estimated accuracy of +/- 6 seconds.
 MU0601
 MU0601.The orthometric height was determined by differential leveling
 MU0601.and adjusted by the National Geodetic Survey in 1992..
 MU0601.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0601.rate of 0.0 thru 1.0 mm/km.
 MU0601
 MU0601.The geoid height was determined by GEOID03.
 MU0601
 MU0601.The dynamic height is computed by dividing the NAVD 88
 MU0601.geopotential number by the normal gravity value computed on the
 MU0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0601.degrees latitude (g = 980.6199 gals.).
 MU0601
 MU0601.The modeled gravity was interpolated from observed gravity values.
 MU0601
 MU0601;                    North         East    Units  Estimated Accuracy
 MU0601;SPC NV E     - 8,760,560.       82,470.      MT  (+/- 180 meters Scaled)
 MU0601
 MU0601                          SUPERSEDED SURVEY CONTROL
 MU0601
 MU0601.No superseded survey control is available for this station.
 MU0601
 MU0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG005046(NAD 83)
 MU0601_MARKER: DD = SURVEY DISK
 MU0601_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0601_SP_SET: COPPER-CLAD STEEL ROD
 MU0601_STAMPING: 58 BKC 1973 5384
 MU0601_MARK LOGO: USGS  
 MU0601_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0601+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0601
 MU0601  HISTORY     - Date     Condition        Report By
 MU0601  HISTORY     - 1973     MONUMENTED       USGS
 MU0601
 MU0601                          STATION DESCRIPTION
 MU0601
 MU0601'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0601'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0601'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0601'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 5.8 MILES NORTH ALONG ROAD,
 MU0601'1.7 MILES SOUTHEAST AND 9.6 MILES NORTH OF LITTLE HUMBOLDT RANCH, 3
 MU0601'FEET SOUTH OF A CAIRN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH
 MU0601'BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0638 ***********************************************************************
 JP0638  DESIGNATION -  58 DOR
 JP0638  PID         -  JP0638
 JP0638  STATE/COUNTY-  NV/LINCOLN
 JP0638  USGS QUAD   -  WELLS SUMMIT (1973)
 JP0638
 JP0638                         *CURRENT SURVEY CONTROL
 JP0638  ___________________________________________________________________
 JP0638* NAD 83(1986)-  38 32 23.     (N)    114 21 21.     (W)     SCALED    
 JP0638* NAVD 88     -      1882.087  (meters)    6174.81   (feet)  ADJUSTED  
 JP0638  ___________________________________________________________________
 JP0638  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 JP0638  DYNAMIC HT  -        1880.001 (meters)    6167.97  (feet)  COMP
 JP0638  MODELED GRAV-     979,453.4   (mgal)                       NAVD 88
 JP0638
 JP0638  VERT ORDER  -  SECOND    CLASS 0
 JP0638
 JP0638.The horizontal coordinates were scaled from a topographic map and have
 JP0638.an estimated accuracy of +/- 6 seconds.
 JP0638
 JP0638.The orthometric height was determined by differential leveling
 JP0638.and adjusted by the National Geodetic Survey in August 1995..
 JP0638
 JP0638.The geoid height was determined by GEOID03.
 JP0638
 JP0638.The dynamic height is computed by dividing the NAVD 88
 JP0638.geopotential number by the normal gravity value computed on the
 JP0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0638.degrees latitude (g = 980.6199 gals.).
 JP0638
 JP0638.The modeled gravity was interpolated from observed gravity values.
 JP0638
 JP0638;                    North         East    Units  Estimated Accuracy
 JP0638;SPC NV E     - 8,421,220.      307,010.      MT  (+/- 180 meters Scaled)
 JP0638
 JP0638                          SUPERSEDED SURVEY CONTROL
 JP0638
 JP0638.No superseded survey control is available for this station.
 JP0638
 JP0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC304690(NAD 83)
 JP0638_MARKER: DD = SURVEY DISK
 JP0638_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0638_SP_SET: COPPER-CLAD STEEL ROD
 JP0638_STAMPING: 58 DOR 1973 6171
 JP0638_MARK LOGO: USGS  
 JP0638_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0638
 JP0638  HISTORY     - Date     Condition        Report By
 JP0638  HISTORY     - 1973     MONUMENTED       USGS
 JP0638
 JP0638                          STATION DESCRIPTION
 JP0638
 JP0638'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0638'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0638'ROAD TO THE MAIN ROAD, THENCE 5.4 MILES NORTH ALONG THE MAIN ROAD TO
 JP0638'THE TOP OF A SLIGHT RISE, 50 FEET SOUTHWEST OF AND 1 FOOT HIGHER THAN
 JP0638'THE CENTERLINE OF THE ROAD,  A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0638'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0534 ***********************************************************************
 LS0534  DESIGNATION -  58 HJH
 LS0534  PID         -  LS0534
 LS0534  STATE/COUNTY-  NV/WASHOE
 LS0534  USGS QUAD   -  EMPIRE (1990)
 LS0534
 LS0534                         *CURRENT SURVEY CONTROL
 LS0534  ___________________________________________________________________
 LS0534* NAD 83(1986)-  40 34 17.     (N)    119 20 16.     (W)     SCALED    
 LS0534* NAVD 88     -      1254.007  (meters)    4114.19   (feet)  ADJUSTED  
 LS0534  ___________________________________________________________________
 LS0534  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 LS0534  DYNAMIC HT  -        1253.043 (meters)    4111.03  (feet)  COMP
 LS0534  MODELED GRAV-     979,813.0   (mgal)                       NAVD 88
 LS0534
 LS0534  VERT ORDER  -  SECOND    CLASS 0
 LS0534
 LS0534.The horizontal coordinates were scaled from a topographic map and have
 LS0534.an estimated accuracy of +/- 6 seconds.
 LS0534
 LS0534.The orthometric height was determined by differential leveling
 LS0534.and adjusted by the National Geodetic Survey in June 1991..
 LS0534
 LS0534.The geoid height was determined by GEOID03.
 LS0534
 LS0534.The dynamic height is computed by dividing the NAVD 88
 LS0534.geopotential number by the normal gravity value computed on the
 LS0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0534.degrees latitude (g = 980.6199 gals.).
 LS0534
 LS0534.The modeled gravity was interpolated from observed gravity values.
 LS0534
 LS0534;                    North         East    Units  Estimated Accuracy
 LS0534;SPC NV W     - 4,646,330.      736,120.      MT  (+/- 180 meters Scaled)
 LS0534
 LS0534                          SUPERSEDED SURVEY CONTROL
 LS0534
 LS0534  NGVD 29 (??/??/92) 1253.008  (m)         4110.91   (f) ADJ UNCH    2 0
 LS0534
 LS0534.Superseded values are not recommended for survey control.
 LS0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0534.See file dsdata.txt to determine how the superseded data were derived.
 LS0534
 LS0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE021938(NAD 83)
 LS0534_MARKER: DB = BENCH MARK DISK
 LS0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0534_SP_SET: CONCRETE POST
 LS0534_STAMPING: 58 HJH 1962 4111
 LS0534_MARK LOGO: USGS  
 LS0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0534+STABILITY: SURFACE MOTION
 LS0534
 LS0534  HISTORY     - Date     Condition        Report By
 LS0534  HISTORY     - 1962     MONUMENTED       USGS
 LS0534
 LS0534                          STATION DESCRIPTION
 LS0534
 LS0534'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0534'10.3 KM (6.40 MI) SOUTH FROM GERLACH.
 LS0534'6.4 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34, ABOUT 260 YARDS
 LS0534'SOUTH OF THE STORE AT EMPIRE, 70 FEET NORTHWEST OF THE HIGHWAY
 LS0534'CENTERLINE.
 LS0534'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0496 ***********************************************************************
 MU0496  DESIGNATION -  58 O
 MU0496  PID         -  MU0496
 MU0496  STATE/COUNTY-  NV/LANDER
 MU0496  USGS QUAD   -  SUGARLOAF BUTTE (1970)
 MU0496
 MU0496                         *CURRENT SURVEY CONTROL
 MU0496  ___________________________________________________________________
 MU0496* NAD 83(1986)-  41 11 25.     (N)    116 22 32.     (W)     SCALED    
 MU0496* NAVD 88     -      1813.177  (meters)    5948.73   (feet)  POSTED    
 MU0496  ___________________________________________________________________
 MU0496  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 MU0496  DYNAMIC HT  -        1811.670 (meters)    5943.79  (feet)  COMP
 MU0496  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 MU0496
 MU0496  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0496
 MU0496.The horizontal coordinates were scaled from a topographic map and have
 MU0496.an estimated accuracy of +/- 6 seconds.
 MU0496
 MU0496.The orthometric height was determined by differential leveling
 MU0496.and adjusted by the National Geodetic Survey in 1992..
 MU0496.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0496.rate of 0.0 thru 1.0 mm/km.
 MU0496
 MU0496.The geoid height was determined by GEOID03.
 MU0496
 MU0496.The dynamic height is computed by dividing the NAVD 88
 MU0496.geopotential number by the normal gravity value computed on the
 MU0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0496.degrees latitude (g = 980.6199 gals.).
 MU0496
 MU0496.The modeled gravity was interpolated from observed gravity values.
 MU0496
 MU0496;                    North         East    Units  Estimated Accuracy
 MU0496;SPC NV C     - 6,714,820.      524,420.      MT  (+/- 180 meters Scaled)
 MU0496
 MU0496                          SUPERSEDED SURVEY CONTROL
 MU0496
 MU0496.No superseded survey control is available for this station.
 MU0496
 MU0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF523600(NAD 83)
 MU0496_MARKER: DD = SURVEY DISK
 MU0496_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MU0496_SP_SET: PREFAB CONC. POST IN EARTH
 MU0496_STAMPING: 58 O 1963
 MU0496_MARK LOGO: USGS  
 MU0496_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0496+SATELLITE: SATELLITE OBSERVATIONS - 1963
 MU0496
 MU0496  HISTORY     - Date     Condition        Report By
 MU0496  HISTORY     - 1963     MONUMENTED       USGS
 MU0496
 MU0496                          STATION DESCRIPTION
 MU0496
 MU0496'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MU0496'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 MU0496'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 MU0496'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 MU0496'NORTHEAST ALONG ROAD, THENCE 38.3 MILES NORTHEAST ALONG ROAD, THENCE
 MU0496'2.6 MILES NORTHWEST ALONG ROAD, 2.7 MILES NORTHWEST OF ST. JOHN RANCH,
 MU0496'AT THE NORTH END OF A CURVE IN THE ROAD, 34 FEET WEST OF THE
 MU0496'CENTERLINE OF THE ROAD AND 2 FEET EAST OF A FENCE, 7 FEET SOUTH OF A
 MU0496'WITNESS SIGN ON A STEEL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0698 ***********************************************************************
 GS0698  DESIGNATION -  58 TJS
 GS0698  PID         -  GS0698
 GS0698  STATE/COUNTY-  NV/NYE
 GS0698  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0698
 GS0698                         *CURRENT SURVEY CONTROL
 GS0698  ___________________________________________________________________
 GS0698* NAD 83(1986)-  36 48 01.     (N)    116 25 21.     (W)     SCALED    
 GS0698* NAVD 88     -      1045.083  (meters)    3428.74   (feet)  ADJUSTED  
 GS0698  ___________________________________________________________________
 GS0698  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 GS0698  DYNAMIC HT  -        1043.962 (meters)    3425.07  (feet)  COMP
 GS0698  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 GS0698
 GS0698  VERT ORDER  -  FIRST     CLASS I
 GS0698
 GS0698.The horizontal coordinates were scaled from a topographic map and have
 GS0698.an estimated accuracy of +/- 6 seconds.
 GS0698
 GS0698.The orthometric height was determined by differential leveling
 GS0698.and adjusted by the National Geodetic Survey in May 2004..
 GS0698
 GS0698.The geoid height was determined by GEOID03.
 GS0698
 GS0698.The dynamic height is computed by dividing the NAVD 88
 GS0698.geopotential number by the normal gravity value computed on the
 GS0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0698.degrees latitude (g = 980.6199 gals.).
 GS0698
 GS0698.The modeled gravity was interpolated from observed gravity values.
 GS0698
 GS0698;                    North         East    Units  Estimated Accuracy
 GS0698;SPC NV C     - 6,227,490.      521,790.      MT  (+/- 180 meters Scaled)
 GS0698
 GS0698                          SUPERSEDED SURVEY CONTROL
 GS0698
 GS0698  NAVD 88 (??/??/92) 1045.085  (m)         3428.75   (f) UNKNOWN     3 0
 GS0698  NGVD 29 (05/01/91) 1044.196  (m)         3425.83   (f) ADJUSTED    1 1
 GS0698
 GS0698.Superseded values are not recommended for survey control.
 GS0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0698.See file dsdata.txt to determine how the superseded data were derived.
 GS0698
 GS0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA515728(NAD 83)
 GS0698_MARKER: DB = BENCH MARK DISK
 GS0698_SETTING: 66 = SET IN ROCK OUTCROP
 GS0698_SP_SET: BEDROCK
 GS0698_STAMPING: 58 TJS 1983
 GS0698_MARK LOGO: USGS  
 GS0698_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0698+STABILITY: POSITION/ELEVATION WELL
 GS0698
 GS0698  HISTORY     - Date     Condition        Report By
 GS0698  HISTORY     - 1983     MONUMENTED       USGS
 GS0698  HISTORY     - 1986     GOOD             USGS
 GS0698  HISTORY     - 1988     GOOD             USGS
 GS0698  HISTORY     - 19910425 GOOD             USGS
 GS0698  HISTORY     - 19930205 GOOD             USGS
 GS0698  HISTORY     - 19950213 GOOD             USGS
 GS0698
 GS0698                          STATION DESCRIPTION
 GS0698
 GS0698'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0698'53.2 KM (33.05 MI) NW FROM MERCURY.
 GS0698'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0698'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0698'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0698'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0698'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0698'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0698'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0698'0.6 MILES, 80 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 GS0698'THE MARK IS 8 FT  S FROM  A ROCK CAIRN
 GS0698
 GS0698                          STATION RECOVERY (1986)
 GS0698
 GS0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0698'RECOVERED IN GOOD CONDITION.
 GS0698
 GS0698                          STATION RECOVERY (1988)
 GS0698
 GS0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0698'RECOVERED IN GOOD CONDITION.
 GS0698
 GS0698                          STATION RECOVERY (1991)
 GS0698
 GS0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0698'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0698'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0698'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0698'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0698'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0698'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0698'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0698'0.6 MILE, 80 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 GS0698
 GS0698                          STATION RECOVERY (1993)
 GS0698
 GS0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0698'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0698'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0698'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0698'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0698'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0698'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0698'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.95 MILES (3.14 KM) TO A
 GS0698'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 0.6 MILE
 GS0698'(1.0 KM), 80 FEET (24.4 M) NORTH OF THE CENTERLINE OF THE ROAD.
 GS0698
 GS0698                          STATION RECOVERY (1995)
 GS0698
 GS0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0698'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0135 ***********************************************************************
 JQ0135  DESIGNATION -  5801
 JQ0135  PID         -  JQ0135
 JQ0135  STATE/COUNTY-  NV/NYE
 JQ0135  USGS QUAD   -  PABLO CANYON RANCH (1971)
 JQ0135
 JQ0135                         *CURRENT SURVEY CONTROL
 JQ0135  ___________________________________________________________________
 JQ0135* NAD 83(1986)-  38 42 22.     (N)    117 10 14.     (W)     SCALED    
 JQ0135* NAVD 88     -      1767.64   (+/-2cm)    5799.3    (feet)  VERTCON   
 JQ0135  ___________________________________________________________________
 JQ0135  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 JQ0135
 JQ0135  VERT ORDER  -  ? (See Below)
 JQ0135
 JQ0135.The horizontal coordinates were scaled from a topographic map and have
 JQ0135.an estimated accuracy of +/- 6 seconds.
 JQ0135
 JQ0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0135.The vertical order pertains to the NGVD 29 superseded value.
 JQ0135
 JQ0135.The geoid height was determined by GEOID03.
 JQ0135
 JQ0135;                    North         East    Units  Estimated Accuracy
 JQ0135;SPC NV C     - 6,439,100.      456,170.      MT  (+/- 180 meters Scaled)
 JQ0135
 JQ0135                          SUPERSEDED SURVEY CONTROL
 JQ0135
 JQ0135  NGVD 29 (??/??/92) 1766.383  (m)         5795.21   (f) ADJ UNCH    ?  
 JQ0135
 JQ0135.Superseded values are not recommended for survey control.
 JQ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0135.See file dsdata.txt to determine how the superseded data were derived.
 JQ0135
 JQ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC851841(NAD 83)
 JQ0135_MARKER: DD = SURVEY DISK
 JQ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0135+STABILITY: SURFACE MOTION
 JQ0135
 JQ0135  HISTORY     - Date     Condition        Report By
 JQ0135  HISTORY     - UNK      MONUMENTED       USGS
 JQ0135  HISTORY     - 1934     GOOD             NGS
 JQ0135  HISTORY     - 1968     GOOD             NGS
 JQ0135
 JQ0135                          STATION DESCRIPTION
 JQ0135
 JQ0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0135'8.0 MI SW FROM ROUND MOUNTAIN.
 JQ0135'5 MILES WEST AND 3.0 MILES SOUTH OF ROAD TO ROUND MOUNTAIN SET ALONG
 JQ0135'RIGHT OF WAY OF STATE HIGHWAY 8A.  ABOUT 40 FT. EAST OF THE CENTER
 JQ0135'LINE OF ROAD.  NOTE-- VERY BADLY BATTERED.
 JQ0135
 JQ0135                          STATION RECOVERY (1968)
 JQ0135
 JQ0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JQ0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0054 ***********************************************************************
 MT0054  DESIGNATION -  5803.1
 MT0054  PID         -  MT0054
 MT0054  STATE/COUNTY-  NV/ELKO
 MT0054  USGS QUAD   -  MUSTANG DRAW (1989)
 MT0054
 MT0054                         *CURRENT SURVEY CONTROL
 MT0054  ___________________________________________________________________
 MT0054* NAD 83(1986)-  41 47 40.     (N)    114 19 27.     (W)     SCALED    
 MT0054* NAVD 88     -      1770.006  (meters)    5807.09   (feet)  ADJUSTED  
 MT0054  ___________________________________________________________________
 MT0054  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 MT0054  DYNAMIC HT  -        1768.655 (meters)    5802.66  (feet)  COMP
 MT0054  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 MT0054
 MT0054  VERT ORDER  -  SECOND    CLASS 0
 MT0054
 MT0054.The horizontal coordinates were scaled from a topographic map and have
 MT0054.an estimated accuracy of +/- 6 seconds.
 MT0054
 MT0054.The orthometric height was determined by differential leveling
 MT0054.and adjusted by the National Geodetic Survey in June 1991..
 MT0054
 MT0054.The geoid height was determined by GEOID03.
 MT0054
 MT0054.The dynamic height is computed by dividing the NAVD 88
 MT0054.geopotential number by the normal gravity value computed on the
 MT0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0054.degrees latitude (g = 980.6199 gals.).
 MT0054
 MT0054.The modeled gravity was interpolated from observed gravity values.
 MT0054
 MT0054;                    North         East    Units  Estimated Accuracy
 MT0054;SPC NV E     - 8,782,640.      304,650.      MT  (+/- 180 meters Scaled)
 MT0054
 MT0054                          SUPERSEDED SURVEY CONTROL
 MT0054
 MT0054  NGVD 29 (??/??/92) 1768.839  (m)         5803.27   (f) ADJ UNCH    2 0
 MT0054
 MT0054.Superseded values are not recommended for survey control.
 MT0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0054.See file dsdata.txt to determine how the superseded data were derived.
 MT0054
 MT0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG223304(NAD 83)
 MT0054_MARKER: Q = CHISELED SQUARE
 MT0054_SETTING: 80 = SET IN A BOULDER
 MT0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0054+STABILITY: SURFACE MOTION
 MT0054
 MT0054  HISTORY     - Date     Condition        Report By
 MT0054  HISTORY     - UNK      MONUMENTED       USGS
 MT0054  HISTORY     - 1958     GOOD             NGS
 MT0054
 MT0054                          STATION DESCRIPTION
 MT0054
 MT0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0054'37.4 MI E FROM SAN JACINTO.
 MT0054'31.9 MILES EAST ALONG A GRAVEL ROAD FROM THE OREGON SHORT LINE
 MT0054'RAILROAD AT SAN JACINTO, THENCE 5.5 MILES SOUTH ALONG A DIRT ROAD, ON
 MT0054'THE SOUTH SLOPE OF AN OUTCROP COVERED HILL, IN THE TOP OF A 1-BY
 MT0054'1-FOOT BOULDER WHICH PROJECTS 1/2 FOOT ABOVE THE GROUND, 25 FEET NORTH
 MT0054'OF THE CENTER LINE OF THE ROAD, 31 FEET SOUTH OF BENCH MARK P 108, AND
 MT0054'MARKED BY A WHITE PAINTED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0509 ***********************************************************************
 JQ0509  DESIGNATION -  5830
 JQ0509  PID         -  JQ0509
 JQ0509  STATE/COUNTY-  NV/NYE
 JQ0509  USGS QUAD   -  CARVERS NW (1971)
 JQ0509
 JQ0509                         *CURRENT SURVEY CONTROL
 JQ0509  ___________________________________________________________________
 JQ0509* NAD 83(1994)-  38 53 23.09923(N)    117 12 20.52608(W)     ADJUSTED  
 JQ0509* NAVD 88     -      1776.     (meters)    5827.     (feet)  SCALED    
 JQ0509  ___________________________________________________________________
 JQ0509  LAPLACE CORR-         -10.35  (seconds)                    DEFLEC99
 JQ0509  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 JQ0509
 JQ0509  HORZ ORDER  -  SECOND
 JQ0509
 JQ0509.The horizontal coordinates were established by classical geodetic methods
 JQ0509.and adjusted by the National Geodetic Survey in June 1998..
 JQ0509
 JQ0509.The orthometric height was scaled from a topographic map.
 JQ0509
 JQ0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0509
 JQ0509.The geoid height was determined by GEOID03.
 JQ0509
 JQ0509;                    North         East     Units Scale Factor Converg.
 JQ0509;SPC NV C     - 6,459,498.454   453,237.485   MT  0.99992692   -0 20 18.3
 JQ0509;SPC NV C     -21,192,537.84  1,486,996.65   sFT  0.99992692   -0 20 18.3
 JQ0509;SPC NV E     - 8,460,611.590    59,252.272   MT  1.00014386   -1 01 07.4
 JQ0509;SPC NV E     -27,757,856.52    194,396.83   sFT  1.00014386   -1 01 07.4
 JQ0509;UTM  11      - 4,304,562.220   482,160.313   MT  0.99960392   -0 07 44.9
 JQ0509
 JQ0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0509!SPC NV C     -   0.99972494  x   0.99992692  =   0.99965188
 JQ0509!SPC NV E     -   0.99972494  x   1.00014386  =   0.99986876
 JQ0509!UTM  11      -   0.99972494  x   0.99960392  =   0.99932897
 JQ0509
 JQ0509|---------------------------------------------------------------------|
 JQ0509| PID    Reference Object                     Distance      Geod. Az  |
 JQ0509|                                                           dddmmss.s |
 JQ0509| DA8780 5830 RM 2                            13.070 METERS 07451     |
 JQ0509| DA8779 5830 RM 1                            13.755 METERS 33503     |
 JQ0509| JQ0510 TURK                                APPROX. 8.8 KM 3491150.8 |
 JQ0509|---------------------------------------------------------------------|
 JQ0509
 JQ0509                          SUPERSEDED SURVEY CONTROL
 JQ0509
 JQ0509  NAD 83(1986)-  38 53 23.10325(N)    117 12 20.52979(W) AD(       ) 2
 JQ0509  NAD 27      -  38 53 23.35398(N)    117 12 17.21553(W) AD(       ) 2
 JQ0509
 JQ0509.Superseded values are not recommended for survey control.
 JQ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0509.See file dsdata.txt to determine how the superseded data were derived.
 JQ0509
 JQ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD8216004562(NAD 83)
 JQ0509_MARKER: DB = BENCH MARK DISK
 JQ0509_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0509_SP_SET: PARTIALLY EXPOSED BEDROCK
 JQ0509
 JQ0509  HISTORY     - Date     Condition        Report By
 JQ0509  HISTORY     - 1971     MONUMENTED       USGS
 JQ0509
 JQ0509                          STATION DESCRIPTION
 JQ0509
 JQ0509'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JQ0509'NO INSTRUMENT STAND USED.
 JQ0509'
 JQ0509'DESCRIBED IN USGS LEVEL LINE BY T.A. GREEN, 1907, BOOK A 793.
 JQ0509'
 JQ0509'LOCATED ABOUT 14 MI NW. OF ROUND MOUNTAIN.  7 MI N. OF
 JQ0509'CARVERS.  3.5 MI SW. OF R.O. RANCH.  0.6 MI W. OF HIGHWAY
 JQ0509'8-A.  225 FT S. OF UNDERGROUND PIPE LINE.  17 FT S. OF CROSSING
 JQ0509'OF 2 FAINT TRACK RDS.
 JQ0509'
 JQ0509'TO REACH FROM ROUND MOUNTAIN, GO 2.7 MI W. ON HIGHWAY 92 TO
 JQ0509'JUNCTION 8-A.  GO NW. ON HIGHWAY 8-A FOR 12.4 MI.  THENCE
 JQ0509'NW. ALONG UNDERGROUND PIPE LINE SERVICE RD. 0.7 MI.  THENCE 240
 JQ0509'FT SW. ALONG FAINT TRACK RD. TO STATION 8 FT SE. OF TRACK RD.
 JQ0509'
 JQ0509'STATION MARK--A USGS BENCH MARK TABLET STAMPED BM 5830 1907 SET
 JQ0509'IN A BURIED ROCK.
 JQ0509'
 JQ0509'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED NO 1 1971
 JQ0509'SET ON COPPER ROD BURIED TO REFUSAL, 0.9 FT BELOW STATION MARK.
 JQ0509'
 JQ0509'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED NO 2 1971
 JQ0509'SET ON COPPER ROD BURIED TO REFUSAL, 0.2 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0358 ***********************************************************************
 JQ0358  DESIGNATION -  5886
 JQ0358  PID         -  JQ0358
 JQ0358  STATE/COUNTY-  NV/NYE
 JQ0358  USGS QUAD   -  GOLDYKE (1979)
 JQ0358
 JQ0358                         *CURRENT SURVEY CONTROL
 JQ0358  ___________________________________________________________________
 JQ0358* NAD 83(1986)-  38 44 10.     (N)    117 52 04.     (W)     SCALED    
 JQ0358* NAVD 88     -      1793.317  (meters)    5883.57   (feet)  ADJUSTED  
 JQ0358  ___________________________________________________________________
 JQ0358  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 JQ0358  DYNAMIC HT  -        1791.437 (meters)    5877.41  (feet)  COMP
 JQ0358  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 JQ0358
 JQ0358  VERT ORDER  -  FIRST     CLASS II
 JQ0358
 JQ0358.The horizontal coordinates were scaled from a topographic map and have
 JQ0358.an estimated accuracy of +/- 6 seconds.
 JQ0358
 JQ0358.The orthometric height was determined by differential leveling
 JQ0358.and adjusted by the National Geodetic Survey in June 1991..
 JQ0358
 JQ0358.The geoid height was determined by GEOID03.
 JQ0358
 JQ0358.The dynamic height is computed by dividing the NAVD 88
 JQ0358.geopotential number by the normal gravity value computed on the
 JQ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0358.degrees latitude (g = 980.6199 gals.).
 JQ0358
 JQ0358.The modeled gravity was interpolated from observed gravity values.
 JQ0358
 JQ0358;                    North         East    Units  Estimated Accuracy
 JQ0358;SPC NV C     - 6,442,990.      395,580.      MT  (+/- 180 meters Scaled)
 JQ0358
 JQ0358                          SUPERSEDED SURVEY CONTROL
 JQ0358
 JQ0358  NGVD 29 (??/??/92) 1792.082  (m)         5879.52   (f) ADJ UNCH    1 2
 JQ0358
 JQ0358.Superseded values are not recommended for survey control.
 JQ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0358.See file dsdata.txt to determine how the superseded data were derived.
 JQ0358
 JQ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC245878(NAD 83)
 JQ0358_MARKER: DD = SURVEY DISK
 JQ0358_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JQ0358_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JQ0358_STAMPING: 5886 1907
 JQ0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0358
 JQ0358  HISTORY     - Date     Condition        Report By
 JQ0358  HISTORY     - 1907     MONUMENTED       USGS
 JQ0358  HISTORY     - 1955     GOOD             NGS
 JQ0358
 JQ0358                          STATION DESCRIPTION
 JQ0358
 JQ0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JQ0358'IN GOLDYKE.
 JQ0358'AT GOLDYKE, 89.0 FEET EAST OF THE EAST CORNER OF A CORRUGATED METAL
 JQ0358'BUILDING OVER A SPRING, 105 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 JQ0358'ROAD, 12 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A SMALL STREAM, 5
 JQ0358'1/2 FEET WEST OF THE WEST EDGE OF A SMALL POND, 2.3 FEET EAST OF A
 JQ0358'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND RIVETED ON THE
 JQ0358'TOP OF A 3 1/2-INCH IRON PIPE WHICH IS ENCASED IN CONCRETE AND
 JQ0358'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0743 ***********************************************************************
 JR0743  DESIGNATION -  5891
 JR0743  PID         -  JR0743
 JR0743  STATE/COUNTY-  NV/MINERAL
 JR0743  USGS QUAD   -  THE ELBOW (1989)
 JR0743
 JR0743                         *CURRENT SURVEY CONTROL
 JR0743  ___________________________________________________________________
 JR0743* NAD 83(1986)-  38 25 50.     (N)    119 04 23.     (W)     SCALED    
 JR0743* NAVD 88     -      1794.82   (+/-2cm)    5888.5    (feet)  VERTCON   
 JR0743  ___________________________________________________________________
 JR0743  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 JR0743
 JR0743  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0743
 JR0743.The horizontal coordinates were scaled from a topographic map and have
 JR0743.an estimated accuracy of +/- 6 seconds.
 JR0743
 JR0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0743.The vertical order pertains to the NGVD 29 superseded value.
 JR0743
 JR0743.The geoid height was determined by GEOID03.
 JR0743
 JR0743;                    North         East    Units  Estimated Accuracy
 JR0743;SPC NV W     - 4,408,500.      757,240.      MT  (+/- 180 meters Scaled)
 JR0743
 JR0743                          SUPERSEDED SURVEY CONTROL
 JR0743
 JR0743  NGVD 29 (??/??/92) 1793.531  (m)         5884.28   (f) ADJ UNCH    2 0
 JR0743
 JR0743.Superseded values are not recommended for survey control.
 JR0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0743.See file dsdata.txt to determine how the superseded data were derived.
 JR0743
 JR0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC190556(NAD 83)
 JR0743_MARKER: P = PIPE CAP
 JR0743_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0743_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0743_STAMPING: 5891
 JR0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0743
 JR0743  HISTORY     - Date     Condition        Report By
 JR0743  HISTORY     - UNK      MONUMENTED       USGS
 JR0743  HISTORY     - 1940     GOOD             NGS
 JR0743  HISTORY     - 1949     GOOD             NGS
 JR0743
 JR0743                          STATION DESCRIPTION
 JR0743
 JR0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0743'32 MI S FROM WELLINGTON.
 JR0743'32.0 MILES SOUTH ALONG A ROAD FROM WELLINGTON, MINERAL COUNTY
 JR0743'TO FLETCHERS STATION, AT THE CREST OF A HILL, 18 FEET WEST OF
 JR0743'THE CENTER OF THE ROAD, AT A 4 X 4 WHITE POST MARKED USBM.  A
 JR0743'STANDARD GEOLOGICAL CAP SET IN A 3-1/2 INCH IRON PIPE, STAMPED,
 JR0743'5891.
 JR0743
 JR0743                          STATION RECOVERY (1949)
 JR0743
 JR0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 JR0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0686 ***********************************************************************
 LR0686  DESIGNATION -  59
 LR0686  PID         -  LR0686
 LR0686  STATE/COUNTY-  NV/HUMBOLDT
 LR0686  USGS QUAD   -  POLE CREEK (1983)
 LR0686
 LR0686                         *CURRENT SURVEY CONTROL
 LR0686  ___________________________________________________________________
 LR0686* NAD 83(1986)-  40 57 32.     (N)    117 30 31.     (W)     SCALED    
 LR0686* NAVD 88     -      1343.529  (meters)    4407.89   (feet)  ADJUSTED  
 LR0686  ___________________________________________________________________
 LR0686  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 LR0686  DYNAMIC HT  -        1342.513 (meters)    4404.56  (feet)  COMP
 LR0686  MODELED GRAV-     979,821.0   (mgal)                       NAVD 88
 LR0686
 LR0686  VERT ORDER  -  SECOND    CLASS 0
 LR0686
 LR0686.The horizontal coordinates were scaled from a topographic map and have
 LR0686.an estimated accuracy of +/- 6 seconds.
 LR0686
 LR0686.The orthometric height was determined by differential leveling
 LR0686.and adjusted by the National Geodetic Survey in June 1991..
 LR0686
 LR0686.The geoid height was determined by GEOID03.
 LR0686
 LR0686.The dynamic height is computed by dividing the NAVD 88
 LR0686.geopotential number by the normal gravity value computed on the
 LR0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0686.degrees latitude (g = 980.6199 gals.).
 LR0686
 LR0686.The modeled gravity was interpolated from observed gravity values.
 LR0686
 LR0686;                    North         East    Units  Estimated Accuracy
 LR0686;SPC NV W     - 4,689,640.      890,470.      MT  (+/- 180 meters Scaled)
 LR0686
 LR0686                          SUPERSEDED SURVEY CONTROL
 LR0686
 LR0686  NGVD 29 (??/??/92) 1342.504  (m)         4404.53   (f) ADJ UNCH    2 0
 LR0686
 LR0686.Superseded values are not recommended for survey control.
 LR0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0686.See file dsdata.txt to determine how the superseded data were derived.
 LR0686
 LR0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF571343(NAD 83)
 LR0686_MARKER: DD = SURVEY DISK
 LR0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0686_STAMPING: BM I-001-3 (2) 59
 LR0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0686+STABILITY: SURFACE MOTION
 LR0686
 LR0686  HISTORY     - Date     Condition        Report By
 LR0686  HISTORY     - UNK      MONUMENTED       NVDH
 LR0686  HISTORY     - 1958     GOOD             NGS
 LR0686  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0686
 LR0686                          STATION DESCRIPTION
 LR0686
 LR0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0686'1.45 MI NW FROM GOLCONDA.
 LR0686'1.45 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT
 LR0686'GOLCONDA, 138.0 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 124.0
 LR0686'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE CULVERT, 3.0 FEET
 LR0686'NORTHEAST OF A METAL WITNESS POST, 2.0 FEET NORTHEAST OF A FENCE LINE,
 LR0686'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LR0686
 LR0686                          STATION RECOVERY (1984)
 LR0686
 LR0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0686'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0602 ***********************************************************************
 MU0602  DESIGNATION -  59 BKC
 MU0602  PID         -  MU0602
 MU0602  STATE/COUNTY-  NV/ELKO
 MU0602  USGS QUAD   -  HUMBOLDT HILL (1973)
 MU0602
 MU0602                         *CURRENT SURVEY CONTROL
 MU0602  ___________________________________________________________________
 MU0602* NAD 83(1986)-  41 36 26.     (N)    116 59 40.     (W)     SCALED    
 MU0602* NAVD 88     -      1657.938  (meters)    5439.42   (feet)  POSTED    
 MU0602  ___________________________________________________________________
 MU0602  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 MU0602  DYNAMIC HT  -        1656.700 (meters)    5435.36  (feet)  COMP
 MU0602  MODELED GRAV-     979,817.4   (mgal)                       NAVD 88
 MU0602
 MU0602  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0602
 MU0602.The horizontal coordinates were scaled from a topographic map and have
 MU0602.an estimated accuracy of +/- 6 seconds.
 MU0602
 MU0602.The orthometric height was determined by differential leveling
 MU0602.and adjusted by the National Geodetic Survey in 1992..
 MU0602.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0602.rate of 1.1 thru 2.0 mm/km.
 MU0602
 MU0602.The geoid height was determined by GEOID03.
 MU0602
 MU0602.The dynamic height is computed by dividing the NAVD 88
 MU0602.geopotential number by the normal gravity value computed on the
 MU0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0602.degrees latitude (g = 980.6199 gals.).
 MU0602
 MU0602.The modeled gravity was interpolated from observed gravity values.
 MU0602
 MU0602;                    North         East    Units  Estimated Accuracy
 MU0602;SPC NV E     - 8,762,040.       82,380.      MT  (+/- 180 meters Scaled)
 MU0602
 MU0602                          SUPERSEDED SURVEY CONTROL
 MU0602
 MU0602.No superseded survey control is available for this station.
 MU0602
 MU0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG004061(NAD 83)
 MU0602_MARKER: DD = SURVEY DISK
 MU0602_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0602_SP_SET: COPPER-CLAD STEEL ROD
 MU0602_STAMPING: 59 BKC 1973 5436
 MU0602_MARK LOGO: USGS  
 MU0602_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0602+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0602
 MU0602  HISTORY     - Date     Condition        Report By
 MU0602  HISTORY     - 1973     MONUMENTED       USGS
 MU0602
 MU0602                          STATION DESCRIPTION
 MU0602
 MU0602'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0602'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0602'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0602'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 6.8 MILES NORTH ALONG ROAD,
 MU0602'1.7 MILES SOUTHEAST AND 10.6 MILES NORTH OF LITTLE HUMBOLT RANCH, 48
 MU0602'FEET WEST OF THE CENTERLINE OF THE ROAD, 6 FEET NORTH OF A CAIRN, SET
 MU0602'ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0602'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0639 ***********************************************************************
 JP0639  DESIGNATION -  59 DOR
 JP0639  PID         -  JP0639
 JP0639  STATE/COUNTY-  NV/LINCOLN
 JP0639  USGS QUAD   -  WELLS SUMMIT (1973)
 JP0639
 JP0639                         *CURRENT SURVEY CONTROL
 JP0639  ___________________________________________________________________
 JP0639* NAD 83(1986)-  38 31 36.     (N)    114 20 53.     (W)     SCALED    
 JP0639* NAVD 88     -      1904.520  (meters)    6248.41   (feet)  ADJUSTED  
 JP0639  ___________________________________________________________________
 JP0639  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 JP0639  DYNAMIC HT  -        1902.401 (meters)    6241.46  (feet)  COMP
 JP0639  MODELED GRAV-     979,448.3   (mgal)                       NAVD 88
 JP0639
 JP0639  VERT ORDER  -  SECOND    CLASS 0
 JP0639
 JP0639.The horizontal coordinates were scaled from a topographic map and have
 JP0639.an estimated accuracy of +/- 6 seconds.
 JP0639
 JP0639.The orthometric height was determined by differential leveling
 JP0639.and adjusted by the National Geodetic Survey in August 1995..
 JP0639
 JP0639.The geoid height was determined by GEOID03.
 JP0639
 JP0639.The dynamic height is computed by dividing the NAVD 88
 JP0639.geopotential number by the normal gravity value computed on the
 JP0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0639.degrees latitude (g = 980.6199 gals.).
 JP0639
 JP0639.The modeled gravity was interpolated from observed gravity values.
 JP0639
 JP0639;                    North         East    Units  Estimated Accuracy
 JP0639;SPC NV E     - 8,419,780.      307,710.      MT  (+/- 180 meters Scaled)
 JP0639
 JP0639                          SUPERSEDED SURVEY CONTROL
 JP0639
 JP0639.No superseded survey control is available for this station.
 JP0639
 JP0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC311675(NAD 83)
 JP0639_MARKER: DD = SURVEY DISK
 JP0639_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0639_SP_SET: COPPER-CLAD STEEL ROD
 JP0639_STAMPING: 59 DOR 1973 6244
 JP0639_MARK LOGO: USGS  
 JP0639_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0639
 JP0639  HISTORY     - Date     Condition        Report By
 JP0639  HISTORY     - 1973     MONUMENTED       USGS
 JP0639
 JP0639                          STATION DESCRIPTION
 JP0639
 JP0639'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0639'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0639'ROAD TO THE MAIN ROAD, THENCE 4.4 MILES NORTH ALONG THE MAIN ROAD, 50
 JP0639'FEET SOUTHWEST OF CENTERLINE OF THE ROAD,  A 5/8 INCH COPPER COATED
 JP0639'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0535 ***********************************************************************
 LS0535  DESIGNATION -  59 HJH
 LS0535  PID         -  LS0535
 LS0535  STATE/COUNTY-  NV/WASHOE
 LS0535  USGS QUAD   -  EMPIRE (1990)
 LS0535
 LS0535                         *CURRENT SURVEY CONTROL
 LS0535  ___________________________________________________________________
 LS0535* NAD 83(1986)-  40 35 05.     (N)    119 20 08.     (W)     SCALED    
 LS0535* NAVD 88     -      1237.995  (meters)    4061.66   (feet)  ADJUSTED  
 LS0535  ___________________________________________________________________
 LS0535  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 LS0535  DYNAMIC HT  -        1237.039 (meters)    4058.52  (feet)  COMP
 LS0535  MODELED GRAV-     979,810.1   (mgal)                       NAVD 88
 LS0535
 LS0535  VERT ORDER  -  SECOND    CLASS 0
 LS0535
 LS0535.The horizontal coordinates were scaled from a topographic map and have
 LS0535.an estimated accuracy of +/- 6 seconds.
 LS0535
 LS0535.The orthometric height was determined by differential leveling
 LS0535.and adjusted by the National Geodetic Survey in June 1991..
 LS0535
 LS0535.The geoid height was determined by GEOID03.
 LS0535
 LS0535.The dynamic height is computed by dividing the NAVD 88
 LS0535.geopotential number by the normal gravity value computed on the
 LS0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0535.degrees latitude (g = 980.6199 gals.).
 LS0535
 LS0535.The modeled gravity was interpolated from observed gravity values.
 LS0535
 LS0535;                    North         East    Units  Estimated Accuracy
 LS0535;SPC NV W     - 4,647,810.      736,320.      MT  (+/- 180 meters Scaled)
 LS0535
 LS0535                          SUPERSEDED SURVEY CONTROL
 LS0535
 LS0535  NGVD 29 (??/??/92) 1236.994  (m)         4058.37   (f) ADJ UNCH    2 0
 LS0535
 LS0535.Superseded values are not recommended for survey control.
 LS0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0535.See file dsdata.txt to determine how the superseded data were derived.
 LS0535
 LS0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE023952(NAD 83)
 LS0535_MARKER: DB = BENCH MARK DISK
 LS0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0535_SP_SET: CONCRETE POST
 LS0535_STAMPING: 59 HJH 1962 4058
 LS0535_MARK LOGO: USGS  
 LS0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0535+STABILITY: SURFACE MOTION
 LS0535
 LS0535  HISTORY     - Date     Condition        Report By
 LS0535  HISTORY     - 1962     MONUMENTED       USGS
 LS0535
 LS0535                          STATION DESCRIPTION
 LS0535
 LS0535'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0535'8.7 KM (5.40 MI) SOUTH FROM GERLACH.
 LS0535'5.4 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34, 50 FEET WEST OF
 LS0535'THE HIGHWAY CENTERLINE.
 LS0535'THE MARK IS 3.0 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0699 ***********************************************************************
 GS0699  DESIGNATION -  59 TJS
 GS0699  PID         -  GS0699
 GS0699  STATE/COUNTY-  NV/NYE
 GS0699  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0699
 GS0699                         *CURRENT SURVEY CONTROL
 GS0699  ___________________________________________________________________
 GS0699* NAD 83(1986)-  36 47 55.     (N)    116 25 02.     (W)     SCALED    
 GS0699* NAVD 88     -      1027.454  (meters)    3370.91   (feet)  ADJUSTED  
 GS0699  ___________________________________________________________________
 GS0699  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 GS0699  DYNAMIC HT  -        1026.359 (meters)    3367.31  (feet)  COMP
 GS0699  MODELED GRAV-     979,531.6   (mgal)                       NAVD 88
 GS0699
 GS0699  VERT ORDER  -  FIRST     CLASS I
 GS0699
 GS0699.The horizontal coordinates were scaled from a topographic map and have
 GS0699.an estimated accuracy of +/- 6 seconds.
 GS0699
 GS0699.The orthometric height was determined by differential leveling
 GS0699.and adjusted by the National Geodetic Survey in May 2004..
 GS0699
 GS0699.The geoid height was determined by GEOID03.
 GS0699
 GS0699.The dynamic height is computed by dividing the NAVD 88
 GS0699.geopotential number by the normal gravity value computed on the
 GS0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0699.degrees latitude (g = 980.6199 gals.).
 GS0699
 GS0699.The modeled gravity was interpolated from observed gravity values.
 GS0699
 GS0699;                    North         East    Units  Estimated Accuracy
 GS0699;SPC NV C     - 6,227,310.      522,260.      MT  (+/- 180 meters Scaled)
 GS0699
 GS0699                          SUPERSEDED SURVEY CONTROL
 GS0699
 GS0699  NAVD 88 (??/??/92) 1027.455  (m)         3370.91   (f) UNKNOWN     3 0
 GS0699  NGVD 29 (05/01/91) 1026.572  (m)         3368.01   (f) ADJUSTED    1 1
 GS0699
 GS0699.Superseded values are not recommended for survey control.
 GS0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0699.See file dsdata.txt to determine how the superseded data were derived.
 GS0699
 GS0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA519726(NAD 83)
 GS0699_MARKER: DB = BENCH MARK DISK
 GS0699_SETTING: 66 = SET IN ROCK OUTCROP
 GS0699_SP_SET: BEDROCK
 GS0699_STAMPING: 59 TJS 1983
 GS0699_MARK LOGO: USGS  
 GS0699_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0699+STABILITY: POSITION/ELEVATION WELL
 GS0699
 GS0699  HISTORY     - Date     Condition        Report By
 GS0699  HISTORY     - 1983     MONUMENTED       USGS
 GS0699  HISTORY     - 1986     GOOD             USGS
 GS0699  HISTORY     - 1988     GOOD             USGS
 GS0699  HISTORY     - 19910425 GOOD             USGS
 GS0699  HISTORY     - 19930205 GOOD             USGS
 GS0699  HISTORY     - 19950213 GOOD             USGS
 GS0699
 GS0699                          STATION DESCRIPTION
 GS0699
 GS0699'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0699'54.3 KM (33.75 MI) NW FROM MERCURY.
 GS0699'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0699'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0699'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0699'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0699'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0699'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0699'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0699'0.3 MILES, 166 FEET NORTH OF THE CENTERLINE OF THE ROAD, 25 FEET EAST
 GS0699'OF THE CENTERLINE OF A SPUR ROAD TO A DRILL SITE.
 GS0699'THE MARK IS 6 FT  S FROM  A ROCK CAIRN
 GS0699
 GS0699                          STATION RECOVERY (1986)
 GS0699
 GS0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0699'RECOVERED IN GOOD CONDITION.
 GS0699
 GS0699                          STATION RECOVERY (1988)
 GS0699
 GS0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0699'RECOVERED IN GOOD CONDITION.
 GS0699
 GS0699                          STATION RECOVERY (1991)
 GS0699
 GS0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0699'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0699'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0699'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0699'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0699'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0699'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING
 GS0699'1.95 MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY
 GS0699'0.3 MILE, 166 FEET NORTH OF THE CENTERLINE OF THE ROAD, 25 FEET EAST
 GS0699'OF THE CENTERLINE OF A SPUR ROAD TO A DRILL SITE.
 GS0699
 GS0699                          STATION RECOVERY (1993)
 GS0699
 GS0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0699'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0699'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0699'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0699'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0699'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0699'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0699'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.95 MILES (3.14 KM) TO A
 GS0699'BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 0.3 MILE
 GS0699'(0.5 KM), 166 FEET (50.6 M) NORTH OF THE CENTERLINE OF THE ROAD, 25
 GS0699'FEET (7.6 M) EAST OF THE CENTERLINE OF A SPUR ROAD TO A DRILL SITE.
 GS0699
 GS0699                          STATION RECOVERY (1995)
 GS0699
 GS0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0699'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0234 ***********************************************************************
 JR0234  DESIGNATION -  5901=K 13
 JR0234  PID         -  JR0234
 JR0234  STATE/COUNTY-  NV/MINERAL
 JR0234  USGS QUAD   -  BASALT (1982)
 JR0234
 JR0234                         *CURRENT SURVEY CONTROL
 JR0234  ___________________________________________________________________
 JR0234* NAD 83(1986)-  38 03 53.     (N)    118 16 54.     (W)     SCALED    
 JR0234* NAVD 88     -      1797.630  (meters)    5897.72   (feet)  ADJUSTED  
 JR0234  ___________________________________________________________________
 JR0234  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 JR0234  DYNAMIC HT  -        1795.616 (meters)    5891.12  (feet)  COMP
 JR0234  MODELED GRAV-     979,445.2   (mgal)                       NAVD 88
 JR0234
 JR0234  VERT ORDER  -  FIRST     CLASS II
 JR0234
 JR0234.The horizontal coordinates were scaled from a topographic map and have
 JR0234.an estimated accuracy of +/- 6 seconds.
 JR0234
 JR0234.The orthometric height was determined by differential leveling
 JR0234.and adjusted by the National Geodetic Survey in June 1991..
 JR0234
 JR0234.The geoid height was determined by GEOID03.
 JR0234
 JR0234.The dynamic height is computed by dividing the NAVD 88
 JR0234.geopotential number by the normal gravity value computed on the
 JR0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0234.degrees latitude (g = 980.6199 gals.).
 JR0234
 JR0234.The modeled gravity was interpolated from observed gravity values.
 JR0234
 JR0234;                    North         East    Units  Estimated Accuracy
 JR0234;SPC NV W     - 4,367,830.      826,470.      MT  (+/- 180 meters Scaled)
 JR0234
 JR0234                          SUPERSEDED SURVEY CONTROL
 JR0234
 JR0234  NGVD 29 (??/??/92) 1796.37   (m)         5893.6    (f) COMPUTED    1 2
 JR0234
 JR0234.Superseded values are not recommended for survey control.
 JR0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0234.See file dsdata.txt to determine how the superseded data were derived.
 JR0234
 JR0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC875137(NAD 83)
 JR0234_MARKER: DD = SURVEY DISK
 JR0234_SETTING: 80 = SET IN A BOULDER
 JR0234_SP_SET: BOULDER
 JR0234_STAMPING: 5893.905 1913
 JR0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0234+STABILITY: SURFACE MOTION
 JR0234
 JR0234  HISTORY     - Date     Condition        Report By
 JR0234  HISTORY     - 1913     MONUMENTED       USGS
 JR0234  HISTORY     - 1955     GOOD             NGS
 JR0234  HISTORY     - 1986     MARK NOT FOUND   NGS
 JR0234
 JR0234                          STATION DESCRIPTION
 JR0234
 JR0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0234'4.4 MI N FROM BASALT.
 JR0234'4.4 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0234'HIGHWAY 6 AT BASALT, AT A POINT WHERE THE HIGHWAY CROSSES A
 JR0234'DRY WASH, AT A FILL, IN THE TOP OF A FLAT 1- BY 1 1/2-FOOT
 JR0234'BOULDER WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, 43.0 FEET
 JR0234'EAST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET SOUTHWEST OF
 JR0234'THE CENTER LINE OF A GRADED TURNOUT (FORMER SOUTHERN PACIFIC
 JR0234'COMPANY RAILROAD BED), 2 FEET WEST OF A WITNESS POST, AND ABOUT
 JR0234'2 1/2 FEET LOWER THAN THE HIGHWAY.
 JR0234
 JR0234                          STATION RECOVERY (1986)
 JR0234
 JR0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0234'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0107 ***********************************************************************
 KQ0107  DESIGNATION -  5920.1
 KQ0107  PID         -  KQ0107
 KQ0107  STATE/COUNTY-  NV/LANDER
 KQ0107  USGS QUAD   -  BIRCH CREEK RANCH (1989)
 KQ0107
 KQ0107                         *CURRENT SURVEY CONTROL
 KQ0107  ___________________________________________________________________
 KQ0107* NAD 83(1986)-  39 21 26.     (N)    116 58 29.     (W)     SCALED    
 KQ0107* NAVD 88     -      1804.301  (meters)    5919.61   (feet)  ADJUSTED  
 KQ0107  ___________________________________________________________________
 KQ0107  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 KQ0107  DYNAMIC HT  -        1802.448 (meters)    5913.53  (feet)  COMP
 KQ0107  MODELED GRAV-     979,536.3   (mgal)                       NAVD 88
 KQ0107
 KQ0107  VERT ORDER  -  SECOND    CLASS 0
 KQ0107
 KQ0107.The horizontal coordinates were scaled from a topographic map and have
 KQ0107.an estimated accuracy of +/- 6 seconds.
 KQ0107
 KQ0107.The orthometric height was determined by differential leveling
 KQ0107.and adjusted by the National Geodetic Survey in June 1991..
 KQ0107
 KQ0107.The geoid height was determined by GEOID03.
 KQ0107
 KQ0107.The dynamic height is computed by dividing the NAVD 88
 KQ0107.geopotential number by the normal gravity value computed on the
 KQ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0107.degrees latitude (g = 980.6199 gals.).
 KQ0107
 KQ0107.The modeled gravity was interpolated from observed gravity values.
 KQ0107
 KQ0107;                    North         East    Units  Estimated Accuracy
 KQ0107;SPC NV C     - 6,511,300.      473,450.      MT  (+/- 180 meters Scaled)
 KQ0107
 KQ0107                          SUPERSEDED SURVEY CONTROL
 KQ0107
 KQ0107  NGVD 29 (??/??/92) 1803.041  (m)         5915.48   (f) ADJ UNCH    2 0
 KQ0107
 KQ0107.Superseded values are not recommended for survey control.
 KQ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0107.See file dsdata.txt to determine how the superseded data were derived.
 KQ0107
 KQ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND021564(NAD 83)
 KQ0107_MARKER: DD = SURVEY DISK
 KQ0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KQ0107_SP_SET: PLATFORM
 KQ0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0107
 KQ0107  HISTORY     - Date     Condition        Report By
 KQ0107  HISTORY     - UNK      MONUMENTED       USGS
 KQ0107  HISTORY     - 1955     GOOD             NGS
 KQ0107
 KQ0107                          STATION DESCRIPTION
 KQ0107
 KQ0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0107'15.1 MI SE FROM AUSTIN.
 KQ0107'11.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0107'AT AUSTIN, THENCE 4.0 MILES SOUTHWEST ALONG A GRAVELED ROAD (FORMER
 KQ0107'STATE HIGHWAY 8 A), AT BIRCH CREEK RANCH, ACROSS THE ROAD FROM A ROCK
 KQ0107'CHICKEN HOUSE, AT A RED FRAME BUILDING WITH A CONCRETE LOADING
 KQ0107'PLATFORM, ON THE SOUTH CORNER OF THE LOADING PLATFORM, 25 1/2 FEET
 KQ0107'NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 1 1/2 FEET HIGHER THAN
 KQ0107'THE ROAD, AND MARKED BY THE BLACK PAINTED LETTERS AND NUMBERS U S
 KQ0107'5920.1 B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0418 ***********************************************************************
 JQ0418  DESIGNATION -  5930
 JQ0418  PID         -  JQ0418
 JQ0418  STATE/COUNTY-  NV/NYE
 JQ0418  USGS QUAD   -  BLACK SPRING (1980)
 JQ0418
 JQ0418                         *CURRENT SURVEY CONTROL
 JQ0418  ___________________________________________________________________
 JQ0418* NAD 83(1986)-  38 36 27.     (N)    117 44 27.     (W)     SCALED    
 JQ0418* NAVD 88     -      1806.834  (meters)    5927.92   (feet)  ADJUSTED  
 JQ0418  ___________________________________________________________________
 JQ0418  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 JQ0418  DYNAMIC HT  -        1804.883 (meters)    5921.52  (feet)  COMP
 JQ0418  MODELED GRAV-     979,484.2   (mgal)                       NAVD 88
 JQ0418
 JQ0418  VERT ORDER  -  FIRST     CLASS II
 JQ0418
 JQ0418.The horizontal coordinates were scaled from a topographic map and have
 JQ0418.an estimated accuracy of +/- 6 seconds.
 JQ0418
 JQ0418.The orthometric height was determined by differential leveling
 JQ0418.and adjusted by the National Geodetic Survey in June 1991..
 JQ0418
 JQ0418.The geoid height was determined by GEOID03.
 JQ0418
 JQ0418.The dynamic height is computed by dividing the NAVD 88
 JQ0418.geopotential number by the normal gravity value computed on the
 JQ0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0418.degrees latitude (g = 980.6199 gals.).
 JQ0418
 JQ0418.The modeled gravity was interpolated from observed gravity values.
 JQ0418
 JQ0418;                    North         East    Units  Estimated Accuracy
 JQ0418;SPC NV C     - 6,428,580.      406,450.      MT  (+/- 180 meters Scaled)
 JQ0418
 JQ0418                          SUPERSEDED SURVEY CONTROL
 JQ0418
 JQ0418  NGVD 29 (??/??/92) 1805.569  (m)         5923.77   (f) ADJ UNCH    1 2
 JQ0418
 JQ0418.Superseded values are not recommended for survey control.
 JQ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0418.See file dsdata.txt to determine how the superseded data were derived.
 JQ0418
 JQ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC354734(NAD 83)
 JQ0418_MARKER: DD = SURVEY DISK
 JQ0418_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JQ0418_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JQ0418_STAMPING: 5930 1907
 JQ0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0418
 JQ0418  HISTORY     - Date     Condition        Report By
 JQ0418  HISTORY     - 1907     MONUMENTED       USGS
 JQ0418  HISTORY     - 1934     GOOD             NGS
 JQ0418
 JQ0418                          STATION DESCRIPTION
 JQ0418
 JQ0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0418'1.1 MI E FROM PACTOLUS.
 JQ0418'1.1 MILES EAST ALONG THE WARRIOR MINE ROAD FROM PACTOLUS, NYE COUNTY,
 JQ0418'THENCE 4.8 MILES SOUTHEAST ALONG AN OLD ABANDONED ROAD TO BLACK
 JQ0418'SPRINGS.  AND 25 FEET WEST OF THE ROAD.  A U. S. GEOLOGICAL SURVEY
 JQ0418'STANDARD CAP, STAMPED 5930 1907 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 JQ0418'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0570 ***********************************************************************
 MT0570  DESIGNATION -  5940.5
 MT0570  PID         -  MT0570
 MT0570  STATE/COUNTY-  NV/ELKO
 MT0570  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0570
 MT0570                         *CURRENT SURVEY CONTROL
 MT0570  ___________________________________________________________________
 MT0570* NAD 83(1986)-  41 49 26.     (N)    115 54 04.     (W)     SCALED    
 MT0570* NAVD 88     -      1811.935  (meters)    5944.66   (feet)  ADJUSTED  
 MT0570  ___________________________________________________________________
 MT0570  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 MT0570  DYNAMIC HT  -        1810.537 (meters)    5940.07  (feet)  COMP
 MT0570  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 MT0570
 MT0570  VERT ORDER  -  SECOND    CLASS 0
 MT0570
 MT0570.The horizontal coordinates were scaled from a topographic map and have
 MT0570.an estimated accuracy of +/- 6 seconds.
 MT0570
 MT0570.The orthometric height was determined by differential leveling
 MT0570.and adjusted by the National Geodetic Survey in June 1991..
 MT0570
 MT0570.The geoid height was determined by GEOID03.
 MT0570
 MT0570.The dynamic height is computed by dividing the NAVD 88
 MT0570.geopotential number by the normal gravity value computed on the
 MT0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0570.degrees latitude (g = 980.6199 gals.).
 MT0570
 MT0570.The modeled gravity was interpolated from observed gravity values.
 MT0570
 MT0570;                    North         East    Units  Estimated Accuracy
 MT0570;SPC NV E     - 8,785,190.      173,600.      MT  (+/- 180 meters Scaled)
 MT0570
 MT0570                          SUPERSEDED SURVEY CONTROL
 MT0570
 MT0570  NGVD 29 (??/??/92) 1810.714  (m)         5940.65   (f) ADJ UNCH    2 0
 MT0570
 MT0570.Superseded values are not recommended for survey control.
 MT0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0570.See file dsdata.txt to determine how the superseded data were derived.
 MT0570
 MT0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG912308(NAD 83)
 MT0570_MARKER: Q = CHISELED SQUARE
 MT0570_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MT0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0570
 MT0570  HISTORY     - Date     Condition        Report By
 MT0570  HISTORY     - UNK      MONUMENTED       USGS
 MT0570  HISTORY     - 1951     GOOD             NGS
 MT0570
 MT0570                          STATION DESCRIPTION
 MT0570
 MT0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0570'4.6 MI SE FROM MOUNTAIN CITY.
 MT0570'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0570'MOUNTAIN CITY, THENCE 3.6 MILES EAST ALONG A GRAVEL ROAD, 0.1 MILES
 MT0570'WEST OF A FARM HOUSE, 386.7 FEET WEST OF THE CENTER OF THE BRIDGE OVER
 MT0570'CALIFORNIA CREEK, 136.0 FEET WEST OF THE CENTER OF A Y JUNCTION OF A
 MT0570'ROAD LEADING NORTH TO THE IDAHO STATE LINE, 32 1/2 FEET NORTHWEST OF
 MT0570'THE CENTER LINE OF THE ROAD, ABOUT 4 1/2 FEET HIGHER THAN THE ROAD,
 MT0570'AND SET IN THE TOP OF A ROCK (CUT IN) AND MARKED WITH WHITE PAINTED
 MT0570'LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0041 ***********************************************************************
 JR0041  DESIGNATION -  5948
 JR0041  PID         -  JR0041
 JR0041  STATE/COUNTY-  NV/MINERAL
 JR0041  USGS QUAD   -  NINEMILE RANCH (1989)
 JR0041
 JR0041                         *CURRENT SURVEY CONTROL
 JR0041  ___________________________________________________________________
 JR0041* NAD 83(1986)-  38 23 02.     (N)    118 56 10.     (W)     SCALED    
 JR0041* NAVD 88     -      1812.27   (+/-2cm)    5945.8    (feet)  VERTCON   
 JR0041  ___________________________________________________________________
 JR0041  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 JR0041
 JR0041  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0041
 JR0041.The horizontal coordinates were scaled from a topographic map and have
 JR0041.an estimated accuracy of +/- 6 seconds.
 JR0041
 JR0041.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0041.The vertical order pertains to the NGVD 29 superseded value.
 JR0041
 JR0041.The geoid height was determined by GEOID03.
 JR0041
 JR0041;                    North         East    Units  Estimated Accuracy
 JR0041;SPC NV W     - 4,403,270.      769,180.      MT  (+/- 180 meters Scaled)
 JR0041
 JR0041                          SUPERSEDED SURVEY CONTROL
 JR0041
 JR0041  NGVD 29 (??/??/92) 1810.980  (m)         5941.52   (f) ADJ UNCH    2 0
 JR0041
 JR0041.Superseded values are not recommended for survey control.
 JR0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0041.See file dsdata.txt to determine how the superseded data were derived.
 JR0041
 JR0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC308501(NAD 83)
 JR0041_MARKER: P = PIPE CAP
 JR0041_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0041_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0041_STAMPING: 5948
 JR0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0041
 JR0041  HISTORY     - Date     Condition        Report By
 JR0041  HISTORY     - UNK      MONUMENTED       USGS
 JR0041  HISTORY     - 1940     GOOD             NGS
 JR0041
 JR0041                          STATION DESCRIPTION
 JR0041
 JR0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0041'2.9 MI NW FROM FLETCHERS STATION.
 JR0041'2.9 MILES NORTHWEST ALONG THE WELLINGTON ROAD FROM FLETCHERS
 JR0041'STATION, MINERAL COUNTY, AT NINE MILE RANCH, 41 FEET SOUTH OF
 JR0041'THE FRONT ENTRANCE TO THE STONE RANCH HOUSE, AND 41 FEET WEST OF
 JR0041'THE CENTERLINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 JR0041'STANDARD CAP, STAMPED 5948 AND RIVETED ON THE TOP OF A 3-1/2
 JR0041'INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0068 ***********************************************************************
 KQ0068  DESIGNATION -  5955
 KQ0068  PID         -  KQ0068
 KQ0068  STATE/COUNTY-  NV/LANDER
 KQ0068  USGS QUAD   -  CAPE HORN (1989)
 KQ0068
 KQ0068                         *CURRENT SURVEY CONTROL
 KQ0068  ___________________________________________________________________
 KQ0068* NAD 83(1986)-  39 24 31.     (N)    116 47 11.     (W)     SCALED    
 KQ0068* NAVD 88     -      1816.515  (meters)    5959.68   (feet)  ADJUSTED  
 KQ0068  ___________________________________________________________________
 KQ0068  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 KQ0068  DYNAMIC HT  -        1814.681 (meters)    5953.67  (feet)  COMP
 KQ0068  MODELED GRAV-     979,552.9   (mgal)                       NAVD 88
 KQ0068
 KQ0068  VERT ORDER  -  FIRST     CLASS II
 KQ0068
 KQ0068.The horizontal coordinates were scaled from a topographic map and have
 KQ0068.an estimated accuracy of +/- 6 seconds.
 KQ0068
 KQ0068.The orthometric height was determined by differential leveling
 KQ0068.and adjusted by the National Geodetic Survey in June 1991..
 KQ0068
 KQ0068.The geoid height was determined by GEOID03.
 KQ0068
 KQ0068.The dynamic height is computed by dividing the NAVD 88
 KQ0068.geopotential number by the normal gravity value computed on the
 KQ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0068.degrees latitude (g = 980.6199 gals.).
 KQ0068
 KQ0068.The modeled gravity was interpolated from observed gravity values.
 KQ0068
 KQ0068;                    North         East    Units  Estimated Accuracy
 KQ0068;SPC NV C     - 6,516,970.      489,690.      MT  (+/- 180 meters Scaled)
 KQ0068
 KQ0068                          SUPERSEDED SURVEY CONTROL
 KQ0068
 KQ0068  NGVD 29 (??/??/92) 1815.263  (m)         5955.58   (f) ADJ UNCH    1 2
 KQ0068
 KQ0068.Superseded values are not recommended for survey control.
 KQ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0068.See file dsdata.txt to determine how the superseded data were derived.
 KQ0068
 KQ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND183621(NAD 83)
 KQ0068_MARKER: DD = SURVEY DISK
 KQ0068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KQ0068_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KQ0068_STAMPING: 477+00 5955 1949
 KQ0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0068
 KQ0068  HISTORY     - Date     Condition        Report By
 KQ0068  HISTORY     - 1949     MONUMENTED       BPR
 KQ0068  HISTORY     - 1955     GOOD             NGS
 KQ0068
 KQ0068                          STATION DESCRIPTION
 KQ0068
 KQ0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0068'20.4 MI SE FROM AUSTIN.
 KQ0068'20.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0068'AT AUSTIN, ABOUT 0.2 MILE WEST OF TRIANGULATION STATION BILLY, ON THE
 KQ0068'OUTSIDE OF A LONG CURVE, 237.3 FEET EAST OF THE EAST END OF THE
 KQ0068'CONCRETE HEAD WALL OF A 14-FOOT CONCRETE BRIDGE WITH A CONCRETE PIER,
 KQ0068'52 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET
 KQ0068'LOWER THAN THE HIGHWAY, AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE
 KQ0068'WHICH IS SET IN CONCRETE AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0100 ***********************************************************************
 MT0100  DESIGNATION -  5973.1
 MT0100  PID         -  MT0100
 MT0100  STATE/COUNTY-  NV/ELKO
 MT0100  USGS QUAD   -  VALLEY PASS (1976)
 MT0100
 MT0100                         *CURRENT SURVEY CONTROL
 MT0100  ___________________________________________________________________
 MT0100* NAD 83(1986)-  41 07 59.     (N)    114 25 40.     (W)     SCALED    
 MT0100* NAVD 88     -      1821.736  (meters)    5976.81   (feet)  ADJUSTED  
 MT0100  ___________________________________________________________________
 MT0100  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 MT0100  DYNAMIC HT  -        1820.216 (meters)    5971.83  (feet)  COMP
 MT0100  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 MT0100
 MT0100  VERT ORDER  -  FIRST     CLASS II
 MT0100
 MT0100.The horizontal coordinates were scaled from a topographic map and have
 MT0100.an estimated accuracy of +/- 6 seconds.
 MT0100
 MT0100.The orthometric height was determined by differential leveling
 MT0100.and adjusted by the National Geodetic Survey in June 1991..
 MT0100
 MT0100.The geoid height was determined by GEOID03.
 MT0100
 MT0100.The dynamic height is computed by dividing the NAVD 88
 MT0100.geopotential number by the normal gravity value computed on the
 MT0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0100.degrees latitude (g = 980.6199 gals.).
 MT0100
 MT0100.The modeled gravity was interpolated from observed gravity values.
 MT0100
 MT0100;                    North         East    Units  Estimated Accuracy
 MT0100;SPC NV E     - 8,709,060.      297,020.      MT  (+/- 180 meters Scaled)
 MT0100
 MT0100                          SUPERSEDED SURVEY CONTROL
 MT0100
 MT0100  NGVD 29 (??/??/92) 1820.600  (m)         5973.09   (f) ADJ UNCH    1 2
 MT0100
 MT0100.Superseded values are not recommended for survey control.
 MT0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0100.See file dsdata.txt to determine how the superseded data were derived.
 MT0100
 MT0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF159567(NAD 83)
 MT0100_MARKER: Q = CHISELED SQUARE
 MT0100_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0100+STABILITY: SURFACE MOTION
 MT0100
 MT0100  HISTORY     - Date     Condition        Report By
 MT0100  HISTORY     - UNK      MONUMENTED       USGS
 MT0100  HISTORY     - 1953     GOOD             NGS
 MT0100  HISTORY     - 1984     GOOD             NGS
 MT0100
 MT0100                          STATION DESCRIPTION
 MT0100
 MT0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0100'2.1 MI SE FROM VALLEY PASS.
 MT0100'2.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0100'THE STATION AT VALLEY PASS, 2.0 MILES NORTHWEST OF COBRE, AT 36-INCH
 MT0100'CORRUGATED METAL PIPE CULVERT 642.84, IN THE TOP OF THE NORTHEAST
 MT0100'CONCRETE HEAD WALL, 17.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MT0100'WEST-BOUND TRACK, 4.1 FEET SOUTHEAST OF THE NORTHWEST END OF THE HEAD
 MT0100'WALL, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 MT0100
 MT0100                          STATION RECOVERY (1984)
 MT0100
 MT0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0100'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 MT0100'DESCRIPTION FOLLOWS.  22.25 KM (13.9 MI) SOUTHWEST ALONG STATE HIGHWAY
 MT0100'233 FROM THE POST OFFICE AT MONTELLO, THENCE 7.3 KM (4.55 MI)
 MT0100'NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD, A CHISELED SQUARE ON
 MT0100'TOP OF AND 1.0 METER (3 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 MT0100'NORTHEAST HEADWALL FOR A 36-INCH CORRUGATED METAL PIPE CULVERT,
 MT0100'0.25 KM (0.15 MI) NORTHWEST OF MILEPOLE 643, 5.3 METERS (17.5 FT)
 MT0100'NORTHEAST OF THE NORTHEAST RAIL.
 MT0100'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0170 ***********************************************************************
 LQ0170  DESIGNATION -  5996
 LQ0170  PID         -  LQ0170
 LQ0170  STATE/COUNTY-  NV/ELKO
 LQ0170  USGS QUAD   -  FERGUSON MTN (1980)
 LQ0170
 LQ0170                         *CURRENT SURVEY CONTROL
 LQ0170  ___________________________________________________________________
 LQ0170* NAD 83(1986)-  40 25 11.     (N)    114 10 56.     (W)     SCALED    
 LQ0170* NAVD 88     -      1798.392  (meters)    5900.22   (feet)  ADJUSTED  
 LQ0170  ___________________________________________________________________
 LQ0170  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 LQ0170  DYNAMIC HT  -        1796.809 (meters)    5895.03  (feet)  COMP
 LQ0170  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 LQ0170
 LQ0170  VERT ORDER  -  SECOND    CLASS 0
 LQ0170
 LQ0170.The horizontal coordinates were scaled from a topographic map and have
 LQ0170.an estimated accuracy of +/- 6 seconds.
 LQ0170
 LQ0170.The orthometric height was determined by differential leveling
 LQ0170.and adjusted by the National Geodetic Survey in June 1991..
 LQ0170
 LQ0170.The geoid height was determined by GEOID03.
 LQ0170
 LQ0170.The dynamic height is computed by dividing the NAVD 88
 LQ0170.geopotential number by the normal gravity value computed on the
 LQ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0170.degrees latitude (g = 980.6199 gals.).
 LQ0170
 LQ0170.The modeled gravity was interpolated from observed gravity values.
 LQ0170
 LQ0170;                    North         East    Units  Estimated Accuracy
 LQ0170;SPC NV E     - 8,630,160.      318,900.      MT  (+/- 180 meters Scaled)
 LQ0170
 LQ0170                          SUPERSEDED SURVEY CONTROL
 LQ0170
 LQ0170  NGVD 29 (??/??/92) 1797.290  (m)         5896.61   (f) ADJ UNCH    2 0
 LQ0170
 LQ0170.Superseded values are not recommended for survey control.
 LQ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0170.See file dsdata.txt to determine how the superseded data were derived.
 LQ0170
 LQ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE390781(NAD 83)
 LQ0170_MARKER: DB = BENCH MARK DISK
 LQ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0170_STAMPING: 58.10 303+20 93 POC 90 5996.84
 LQ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0170+STABILITY: SURFACE MOTION
 LQ0170
 LQ0170  HISTORY     - Date     Condition        Report By
 LQ0170  HISTORY     - UNK      MONUMENTED       CGS
 LQ0170  HISTORY     - 1958     GOOD             NGS
 LQ0170
 LQ0170                          STATION DESCRIPTION
 LQ0170
 LQ0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LQ0170'22.65 MI NE FROM BOONE SPRINGS.
 LQ0170'22.65 MILES NORTHEAST ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE UTOCO
 LQ0170'SERVICE STATION AT BOONE SPRINGS, ON THE OUTSIDE OF A LONG CURVE, 104
 LQ0170'YARDS SOUTHWEST OF A 50-FOOT DEEP CUT, AT A SHORT CUT, 58 FEET
 LQ0170'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET WEST OF A
 LQ0170'TELEPHONE POLE, 13 FEET SOUTH OF BENCH MARK R 191, 3.0 FEET NORTHWEST
 LQ0170'OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 LQ0170'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0216 ***********************************************************************
 KR0216  DESIGNATION -  6
 KR0216  PID         -  KR0216
 KR0216  STATE/COUNTY-  NV/CHURCHILL
 KR0216  USGS QUAD   -  BUNEJUG MTS (1985)
 KR0216
 KR0216                         *CURRENT SURVEY CONTROL
 KR0216  ___________________________________________________________________
 KR0216* NAD 83(1986)-  39 20 53.     (N)    118 32 12.     (W)     SCALED    
 KR0216* NAVD 88     -      1195.731  (meters)    3922.99   (feet)  ADJUSTED  
 KR0216  ___________________________________________________________________
 KR0216  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 KR0216  DYNAMIC HT  -        1194.680 (meters)    3919.55  (feet)  COMP
 KR0216  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 KR0216
 KR0216  VERT ORDER  -  FIRST     CLASS II
 KR0216
 KR0216.The horizontal coordinates were scaled from a topographic map and have
 KR0216.an estimated accuracy of +/- 6 seconds.
 KR0216
 KR0216.The orthometric height was determined by differential leveling
 KR0216.and adjusted by the National Geodetic Survey in June 1991..
 KR0216.WARNING-Repeat measurements at this control monument indicate possible
 KR0216.vertical movement.
 KR0216
 KR0216.The geoid height was determined by GEOID03.
 KR0216
 KR0216.The dynamic height is computed by dividing the NAVD 88
 KR0216.geopotential number by the normal gravity value computed on the
 KR0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0216.degrees latitude (g = 980.6199 gals.).
 KR0216
 KR0216.The modeled gravity was interpolated from observed gravity values.
 KR0216
 KR0216;                    North         East    Units  Estimated Accuracy
 KR0216;SPC NV W     - 4,510,240.      804,020.      MT  (+/- 180 meters Scaled)
 KR0216
 KR0216                          SUPERSEDED SURVEY CONTROL
 KR0216
 KR0216  NGVD 29 (??/??/92) 1194.746  (m)         3919.76   (f) ADJ UNCH    1 2
 KR0216
 KR0216.Superseded values are not recommended for survey control.
 KR0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0216.See file dsdata.txt to determine how the superseded data were derived.
 KR0216
 KR0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD675565(NAD 83)
 KR0216_MARKER: DD = SURVEY DISK
 KR0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0216_SP_SET: CONCRETE POST
 KR0216_STAMPING: 6
 KR0216_MARK LOGO: NVDH  
 KR0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0216+STABILITY: SURFACE MOTION
 KR0216
 KR0216  HISTORY     - Date     Condition        Report By
 KR0216  HISTORY     - UNK      MONUMENTED       NVDH
 KR0216  HISTORY     - 1967     GOOD             NGS
 KR0216  HISTORY     - 1986     GOOD             NGS
 KR0216
 KR0216                          STATION DESCRIPTION
 KR0216
 KR0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0216'3.2 MI SE FROM SALT WELLS.
 KR0216'ABOUT 3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE
 KR0216'STATION AT SALT WELLS, IN SECTION 8, T 17 N, R 31 E, 50 FEET NORTHEAST
 KR0216'OF THE CENTER LINE OF THE HIGHWAY, 11 1/2 FEET SOUTHWEST OF THE
 KR0216'SOUTHWEST BANK OF A DRAINAGE DITCH, 62 FEET SOUTHWEST OF BENCH MARK N
 KR0216'383, 1.6 FEET SOUTHWEST OF A WOODEN WITNESS POST, ABOUT 4 FEET BELOW
 KR0216'THE LEVEL OF THE HIGHWAY, A NEVADA STATE HIGHWAY DEPARTMENT DISK SET
 KR0216'IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 KR0216
 KR0216                          STATION RECOVERY (1986)
 KR0216
 KR0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0216'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 KR0216'0.3 METER (1.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0241 ***********************************************************************
 JR0241  DESIGNATION -  6
 JR0241  PID         -  JR0241
 JR0241  STATE/COUNTY-  NV/MINERAL
 JR0241  USGS QUAD   -  BASALT (1982)
 JR0241
 JR0241                         *CURRENT SURVEY CONTROL
 JR0241  ___________________________________________________________________
 JR0241* NAD 83(1986)-  38 01 39.     (N)    118 16 58.     (W)     SCALED    
 JR0241* NAVD 88     -      1872.351  (meters)    6142.87   (feet)  ADJUSTED  
 JR0241  ___________________________________________________________________
 JR0241  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 JR0241  DYNAMIC HT  -        1870.214 (meters)    6135.86  (feet)  COMP
 JR0241  MODELED GRAV-     979,421.0   (mgal)                       NAVD 88
 JR0241
 JR0241  VERT ORDER  -  FIRST     CLASS II
 JR0241
 JR0241.The horizontal coordinates were scaled from a topographic map and have
 JR0241.an estimated accuracy of +/- 6 seconds.
 JR0241
 JR0241.The orthometric height was determined by differential leveling
 JR0241.and adjusted by the National Geodetic Survey in June 1991..
 JR0241
 JR0241.The geoid height was determined by GEOID03.
 JR0241
 JR0241.The dynamic height is computed by dividing the NAVD 88
 JR0241.geopotential number by the normal gravity value computed on the
 JR0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0241.degrees latitude (g = 980.6199 gals.).
 JR0241
 JR0241.The modeled gravity was interpolated from observed gravity values.
 JR0241
 JR0241;                    North         East    Units  Estimated Accuracy
 JR0241;SPC NV W     - 4,363,700.      826,390.      MT  (+/- 180 meters Scaled)
 JR0241
 JR0241                          SUPERSEDED SURVEY CONTROL
 JR0241
 JR0241  NGVD 29 (??/??/92) 1871.056  (m)         6138.62   (f) ADJ UNCH    1 2
 JR0241
 JR0241.Superseded values are not recommended for survey control.
 JR0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0241.See file dsdata.txt to determine how the superseded data were derived.
 JR0241
 JR0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC874096(NAD 83)
 JR0241_MARKER: DD = SURVEY DISK
 JR0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0241_STAMPING: 6 S 662-1 M1-10
 JR0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0241+STABILITY: SURFACE MOTION
 JR0241
 JR0241  HISTORY     - Date     Condition        Report By
 JR0241  HISTORY     - UNK      MONUMENTED       NVDH
 JR0241  HISTORY     - 1955     GOOD             NGS
 JR0241  HISTORY     - 1986     MARK NOT FOUND   NGS
 JR0241
 JR0241                          STATION DESCRIPTION
 JR0241
 JR0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0241'1.7 MI N FROM BASALT.
 JR0241'1.7 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0241'HIGHWAY 6 AT BASALT, 0.1 MILE SOUTH OF THE Y JUNCTION OF AN
 JR0241'ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED, ABOUT 30 YARDS
 JR0241'NORTH OF THE SOUTH END OF A CUT BANK, 50.1 FEET EAST OF THE
 JR0241'CENTER OF THE Y JUNCTION OF A TRACK ROAD LEADING NORTHWEST,
 JR0241'1.7 FEET WEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 JR0241'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 JR0241'FOOT ABOVE THE GROUND.
 JR0241
 JR0241                          STATION RECOVERY (1986)
 JR0241
 JR0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0241'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0281 ***********************************************************************
 KR0281  DESIGNATION -  6
 KR0281  PID         -  KR0281
 KR0281  STATE/COUNTY-  NV/MINERAL
 KR0281  USGS QUAD   -  WEBER DAM (1987)
 KR0281
 KR0281                         *CURRENT SURVEY CONTROL
 KR0281  ___________________________________________________________________
 KR0281* NAD 83(1986)-  39 01 48.     (N)    118 47 58.     (W)     SCALED    
 KR0281* NAVD 88     -      1372.34   (+/-2cm)    4502.4    (feet)  VERTCON   
 KR0281  ___________________________________________________________________
 KR0281  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 KR0281
 KR0281  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0281
 KR0281.The horizontal coordinates were scaled from a topographic map and have
 KR0281.an estimated accuracy of +/- 6 seconds.
 KR0281
 KR0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0281.The vertical order pertains to the NGVD 29 superseded value.
 KR0281
 KR0281.The geoid height was determined by GEOID03.
 KR0281
 KR0281;                    North         East    Units  Estimated Accuracy
 KR0281;SPC NV W     - 4,474,950.      781,290.      MT  (+/- 180 meters Scaled)
 KR0281
 KR0281                          SUPERSEDED SURVEY CONTROL
 KR0281
 KR0281  NGVD 29 (??/??/92) 1371.292  (m)         4498.98   (f) ADJ UNCH    1 2
 KR0281
 KR0281.Superseded values are not recommended for survey control.
 KR0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0281.See file dsdata.txt to determine how the superseded data were derived.
 KR0281
 KR0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD442216(NAD 83)
 KR0281_MARKER: N = NAIL
 KR0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0281_SP_SET: CULVERT
 KR0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0281
 KR0281  HISTORY     - Date     Condition        Report By
 KR0281  HISTORY     - UNK      MONUMENTED       NVDH
 KR0281  HISTORY     - 1955     GOOD             NGS
 KR0281  HISTORY     - 1984     MARK NOT FOUND   USGS
 KR0281
 KR0281                          STATION DESCRIPTION
 KR0281
 KR0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0281'5.6 MI N FROM SCHURZ.
 KR0281'5.6 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE CROSSING OF THE
 KR0281'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, AT AN 18-INCH CORRUGATED
 KR0281'METAL PIPE CULVERT, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 KR0281'HEAD WALL, 18.8 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 KR0281'LEVEL WITH THE HIGHWAY.
 KR0281
 KR0281                          STATION RECOVERY (1984)
 KR0281
 KR0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0420 ***********************************************************************
 LS0420  DESIGNATION -  6
 LS0420  PID         -  LS0420
 LS0420  STATE/COUNTY-  NV/WASHOE
 LS0420  USGS QUAD   -  PYRAMID SW (1974)
 LS0420
 LS0420                         *CURRENT SURVEY CONTROL
 LS0420  ___________________________________________________________________
 LS0420* NAD 83(1986)-  40 06 56.     (N)    119 43 15.     (W)     SCALED    
 LS0420* NAVD 88     -      1183.899  (meters)    3884.18   (feet)  ADJUSTED  
 LS0420  ___________________________________________________________________
 LS0420  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 LS0420  DYNAMIC HT  -        1182.958 (meters)    3881.09  (feet)  COMP
 LS0420  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 LS0420
 LS0420  VERT ORDER  -  FIRST     CLASS II
 LS0420
 LS0420.The horizontal coordinates were scaled from a topographic map and have
 LS0420.an estimated accuracy of +/- 6 seconds.
 LS0420
 LS0420.The orthometric height was determined by differential leveling
 LS0420.and adjusted by the National Geodetic Survey in June 1991..
 LS0420
 LS0420.The geoid height was determined by GEOID03.
 LS0420
 LS0420.The dynamic height is computed by dividing the NAVD 88
 LS0420.geopotential number by the normal gravity value computed on the
 LS0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0420.degrees latitude (g = 980.6199 gals.).
 LS0420
 LS0420.The modeled gravity was interpolated from observed gravity values.
 LS0420
 LS0420;                    North         East    Units  Estimated Accuracy
 LS0420;SPC NV W     - 4,596,060.      703,040.      MT  (+/- 180 meters Scaled)
 LS0420
 LS0420                          SUPERSEDED SURVEY CONTROL
 LS0420
 LS0420  NGVD 29 (??/??/92) 1182.910  (m)         3880.93   (f) ADJ UNCH    1 2
 LS0420
 LS0420.Superseded values are not recommended for survey control.
 LS0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0420.See file dsdata.txt to determine how the superseded data were derived.
 LS0420
 LS0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE681441(NAD 83)
 LS0420_MARKER: DD = SURVEY DISK
 LS0420_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LS0420_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LS0420_STAMPING: NO. 6 1911
 LS0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0420
 LS0420  HISTORY     - Date     Condition        Report By
 LS0420  HISTORY     - 1911     MONUMENTED       USGLO
 LS0420  HISTORY     - 1934     MARK NOT FOUND   NGS
 LS0420
 LS0420                          STATION DESCRIPTION
 LS0420
 LS0420'DESCRIBED BY US GENERAL LAND OFFICE 1911
 LS0420'13.0 MI SE FROM FLANIGAN.
 LS0420'ABOUT 13 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 LS0420'THE STATION AT FLANIGAN, WASHOE COUNTY.  A   UNITED STATES GENERAL
 LS0420'LAND OFFICE STANDARD CAP, STAMPED NO. 6 1911 AND FASTENED ON THE TOP
 LS0420'OF A PIPE.
 LS0420
 LS0420                          STATION RECOVERY (1934)
 LS0420
 LS0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LS0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0308 ***********************************************************************
 JQ0308  DESIGNATION -  6
 JQ0308  PID         -  JQ0308
 JQ0308  STATE/COUNTY-  NV/ESMERALDA
 JQ0308  USGS QUAD   -  CROW SPRINGS (1968)
 JQ0308
 JQ0308                         *CURRENT SURVEY CONTROL
 JQ0308  ___________________________________________________________________
 JQ0308* NAD 83(1986)-  38 08 11.     (N)    117 30 50.     (W)     SCALED    
 JQ0308* NAVD 88     -      1460.470  (meters)    4791.56   (feet)  ADJUSTED  
 JQ0308  ___________________________________________________________________
 JQ0308  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 JQ0308  DYNAMIC HT  -        1458.911 (meters)    4786.44  (feet)  COMP
 JQ0308  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 JQ0308
 JQ0308  VERT ORDER  -  FIRST     CLASS II
 JQ0308
 JQ0308.The horizontal coordinates were scaled from a topographic map and have
 JQ0308.an estimated accuracy of +/- 6 seconds.
 JQ0308
 JQ0308.The orthometric height was determined by differential leveling
 JQ0308.and adjusted by the National Geodetic Survey in June 1991..
 JQ0308
 JQ0308.The geoid height was determined by GEOID03.
 JQ0308
 JQ0308.The dynamic height is computed by dividing the NAVD 88
 JQ0308.geopotential number by the normal gravity value computed on the
 JQ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0308.degrees latitude (g = 980.6199 gals.).
 JQ0308
 JQ0308.The modeled gravity was interpolated from observed gravity values.
 JQ0308
 JQ0308;                    North         East    Units  Estimated Accuracy
 JQ0308;SPC NV W     - 4,376,280.      893,750.      MT  (+/- 180 meters Scaled)
 JQ0308
 JQ0308                          SUPERSEDED SURVEY CONTROL
 JQ0308
 JQ0308  NGVD 29 (??/??/92) 1459.371  (m)         4787.95   (f) ADJ UNCH    1 2
 JQ0308
 JQ0308.Superseded values are not recommended for survey control.
 JQ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0308.See file dsdata.txt to determine how the superseded data were derived.
 JQ0308
 JQ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC549210(NAD 83)
 JQ0308_MARKER: DD = SURVEY DISK
 JQ0308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0308_STAMPING: INL 6
 JQ0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0308+STABILITY: SURFACE MOTION
 JQ0308
 JQ0308  HISTORY     - Date     Condition        Report By
 JQ0308  HISTORY     - UNK      MONUMENTED       NVDH
 JQ0308  HISTORY     - 1953     GOOD             NGS
 JQ0308  HISTORY     - 1984     GOOD             NGS
 JQ0308
 JQ0308                          STATION DESCRIPTION
 JQ0308
 JQ0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0308'16.9 MI W FROM TONOPAH.
 JQ0308'16.9 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0308'TONOPAH, AT 24-INCH CORRUGATED METAL PIPE CULVERT D 964+00, IN THE TOP
 JQ0308'OF THE WEST END OF THE NORTH CONCRETE HEAD WALL, 21 FEET NORTH OF THE
 JQ0308'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 JQ0308
 JQ0308                          STATION RECOVERY (1984)
 JQ0308
 JQ0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0308'RECOVERED IN GOOD CONDITION.  DISK HAS NO PRECAST ORIGIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0402 ***********************************************************************
 HP0402  DESIGNATION -  6 DOR
 HP0402  PID         -  HP0402
 HP0402  STATE/COUNTY-  NV/LINCOLN
 HP0402  USGS QUAD   -  WHITE RIVER NARROWS (1970)
 HP0402
 HP0402                         *CURRENT SURVEY CONTROL
 HP0402  ___________________________________________________________________
 HP0402* NAD 83(1986)-  37 48 09.     (N)    115 04 29.     (W)     SCALED    
 HP0402* NAVD 88     -      1334.105  (meters)    4376.98   (feet)  ADJUSTED  
 HP0402  ___________________________________________________________________
 HP0402  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 HP0402  DYNAMIC HT  -        1332.684 (meters)    4372.31  (feet)  COMP
 HP0402  MODELED GRAV-     979,519.3   (mgal)                       NAVD 88
 HP0402
 HP0402  VERT ORDER  -  SECOND    CLASS 0
 HP0402
 HP0402.The horizontal coordinates were scaled from a topographic map and have
 HP0402.an estimated accuracy of +/- 6 seconds.
 HP0402
 HP0402.The orthometric height was determined by differential leveling
 HP0402.and adjusted by the National Geodetic Survey in June 1991..
 HP0402
 HP0402.The geoid height was determined by GEOID03.
 HP0402
 HP0402.The dynamic height is computed by dividing the NAVD 88
 HP0402.geopotential number by the normal gravity value computed on the
 HP0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0402.degrees latitude (g = 980.6199 gals.).
 HP0402
 HP0402.The modeled gravity was interpolated from observed gravity values.
 HP0402
 HP0402;                    North         East    Units  Estimated Accuracy
 HP0402;SPC NV E     - 8,338,810.      244,790.      MT  (+/- 180 meters Scaled)
 HP0402
 HP0402                          SUPERSEDED SURVEY CONTROL
 HP0402
 HP0402  NGVD 29 (??/??/92) 1333.14   (m)         4373.8    (f) COMPUTED    2 0
 HP0402
 HP0402.Superseded values are not recommended for survey control.
 HP0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0402.See file dsdata.txt to determine how the superseded data were derived.
 HP0402
 HP0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB694856(NAD 83)
 HP0402_MARKER: DD = SURVEY DISK
 HP0402_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0402_SP_SET: COPPER-CLAD STEEL ROD
 HP0402_STAMPING: 6 DOR 1968 4374
 HP0402_MARK LOGO: USGS  
 HP0402_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0402+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0402
 HP0402  HISTORY     - Date     Condition        Report By
 HP0402  HISTORY     - 1968     MONUMENTED       USGS
 HP0402
 HP0402                          STATION DESCRIPTION
 HP0402
 HP0402'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0402'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 18.6 MILES NORTHEAST
 HP0402'ALONG HIGHWAY 38, 100 FEET EAST OF THE ROAD, 1.5 FEET SOUTH OF A
 HP0402'WITNESS SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY A FIBER PIPE
 HP0402'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0571 ***********************************************************************
 JP0571  DESIGNATION -  6 DOR
 JP0571  PID         -  JP0571
 JP0571  STATE/COUNTY-  NV/LINCOLN
 JP0571  USGS QUAD   -  MILK RANCH SPRING (1978)
 JP0571
 JP0571                         *CURRENT SURVEY CONTROL
 JP0571  ___________________________________________________________________
 JP0571* NAD 83(1986)-  38 35 36.     (N)    114 44 06.     (W)     SCALED    
 JP0571* NAVD 88     -      2206.333  (meters)    7238.61   (feet)  ADJUSTED  
 JP0571  ___________________________________________________________________
 JP0571  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 JP0571  DYNAMIC HT  -        2203.793 (meters)    7230.28  (feet)  COMP
 JP0571  MODELED GRAV-     979,397.5   (mgal)                       NAVD 88
 JP0571
 JP0571  VERT ORDER  -  SECOND    CLASS 0
 JP0571
 JP0571.The horizontal coordinates were scaled from a topographic map and have
 JP0571.an estimated accuracy of +/- 6 seconds.
 JP0571
 JP0571.The orthometric height was determined by differential leveling
 JP0571.and adjusted by the National Geodetic Survey in August 1995..
 JP0571
 JP0571.The geoid height was determined by GEOID03.
 JP0571
 JP0571.The dynamic height is computed by dividing the NAVD 88
 JP0571.geopotential number by the normal gravity value computed on the
 JP0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0571.degrees latitude (g = 980.6199 gals.).
 JP0571
 JP0571.The modeled gravity was interpolated from observed gravity values.
 JP0571
 JP0571;                    North         East    Units  Estimated Accuracy
 JP0571;SPC NV E     - 8,426,800.      273,900.      MT  (+/- 180 meters Scaled)
 JP0571
 JP0571                          SUPERSEDED SURVEY CONTROL
 JP0571
 JP0571.No superseded survey control is available for this station.
 JP0571
 JP0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC972740(NAD 83)
 JP0571_MARKER: DD = SURVEY DISK
 JP0571_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0571_SP_SET: COPPER-CLAD STEEL ROD
 JP0571_STAMPING: 6 DOR 1971 7234
 JP0571_MARK LOGO: USGS  
 JP0571_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0571
 JP0571  HISTORY     - Date     Condition        Report By
 JP0571  HISTORY     - 1971     MONUMENTED       USGS
 JP0571
 JP0571                          STATION DESCRIPTION
 JP0571
 JP0571'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0571'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0571'HIGHWAY 93 TO A T-ROAD WEST, THENCE 5.1 MILES WEST, 31 FEET NORTHWEST
 JP0571'OF AND 3 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 3 FEET
 JP0571'SOUTHEAST OF A WITNESS POST, A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0571'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0449 ***********************************************************************
 KP0449  DESIGNATION -  6 DOR
 KP0449  PID         -  KP0449
 KP0449  STATE/COUNTY-  NV/WHITE PINE
 KP0449  USGS QUAD   -  CONNORS PASS (1993)
 KP0449
 KP0449                         *CURRENT SURVEY CONTROL
 KP0449  ___________________________________________________________________
 KP0449* NAD 83(1986)-  39 01 39.     (N)    114 40 06.     (W)     SCALED    
 KP0449* NAVD 88     -      2242.848  (meters)    7358.41   (feet)  ADJUSTED  
 KP0449  ___________________________________________________________________
 KP0449  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 KP0449  DYNAMIC HT  -        2240.253 (meters)    7349.90  (feet)  COMP
 KP0449  MODELED GRAV-     979,390.1   (mgal)                       NAVD 88
 KP0449
 KP0449  VERT ORDER  -  SECOND    CLASS 0
 KP0449
 KP0449.The horizontal coordinates were scaled from a topographic map and have
 KP0449.an estimated accuracy of +/- 6 seconds.
 KP0449
 KP0449.The orthometric height was determined by differential leveling
 KP0449.and adjusted by the National Geodetic Survey in August 1995..
 KP0449
 KP0449.The geoid height was determined by GEOID03.
 KP0449
 KP0449.The dynamic height is computed by dividing the NAVD 88
 KP0449.geopotential number by the normal gravity value computed on the
 KP0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0449.degrees latitude (g = 980.6199 gals.).
 KP0449
 KP0449.The modeled gravity was interpolated from observed gravity values.
 KP0449
 KP0449;                    North         East    Units  Estimated Accuracy
 KP0449;SPC NV E     - 8,475,050.      279,230.      MT  (+/- 180 meters Scaled)
 KP0449
 KP0449                          SUPERSEDED SURVEY CONTROL
 KP0449
 KP0449.No superseded survey control is available for this station.
 KP0449
 KP0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD018224(NAD 83)
 KP0449_MARKER: DD = SURVEY DISK
 KP0449_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KP0449_SP_SET: HEADWALL
 KP0449_STAMPING: 6 DOR 1973 7354
 KP0449_MARK LOGO: USGS  
 KP0449_MAGNETIC: N = NO MAGNETIC MATERIAL
 KP0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KP0449
 KP0449  HISTORY     - Date     Condition        Report By
 KP0449  HISTORY     - 1973     MONUMENTED       USGS
 KP0449
 KP0449                          STATION DESCRIPTION
 KP0449
 KP0449'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 KP0449'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 20.6 MILES
 KP0449'SOUTHEAST ALONG U S HIGHWAY 6, 270 FEET NORTH OF A SIGN THAT READS,
 KP0449'LEAVING HUMBOLDT NATIONAL FOREST , 24 FEET WEST OF THE CENTERLINE OF
 KP0449'THE HIGHWAY, IN THE CENTER OF THE WEST CONCRETE HEADWALL OF A 36-INCH
 KP0449'METAL PIPE CULVERT NUMBER 163+50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0421 ***********************************************************************
 NW0421  DESIGNATION -  6 FMK
 NW0421  PID         -  NW0421
 NW0421  STATE/COUNTY-  NV/HUMBOLDT
 NW0421  USGS QUAD   -  STAR VALLEY (1973)
 NW0421
 NW0421                         *CURRENT SURVEY CONTROL
 NW0421  ___________________________________________________________________
 NW0421* NAD 83(1986)-  42 00 44.     (N)    116 58 56.     (W)     SCALED    
 NW0421* NAVD 88     -      1576.874  (meters)    5173.46   (feet)  POSTED    
 NW0421  ___________________________________________________________________
 NW0421  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 NW0421  DYNAMIC HT  -        1575.770 (meters)    5169.84  (feet)  COMP
 NW0421  MODELED GRAV-     979,867.5   (mgal)                       NAVD 88
 NW0421
 NW0421  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0421
 NW0421.The horizontal coordinates were scaled from a topographic map and have
 NW0421.an estimated accuracy of +/- 6 seconds.
 NW0421
 NW0421.The orthometric height was determined by differential leveling
 NW0421.and adjusted by the National Geodetic Survey in 1992..
 NW0421.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0421.rate of 0.0 thru 1.0 mm/km.
 NW0421
 NW0421.The geoid height was determined by GEOID03.
 NW0421
 NW0421.The dynamic height is computed by dividing the NAVD 88
 NW0421.geopotential number by the normal gravity value computed on the
 NW0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0421.degrees latitude (g = 980.6199 gals.).
 NW0421
 NW0421.The modeled gravity was interpolated from observed gravity values.
 NW0421
 NW0421;                    North         East    Units  Estimated Accuracy
 NW0421;SPC NV W     - 4,807,300.      932,620.      MT  (+/- 180 meters Scaled)
 NW0421
 NW0421                          SUPERSEDED SURVEY CONTROL
 NW0421
 NW0421.No superseded survey control is available for this station.
 NW0421
 NW0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG014511(NAD 83)
 NW0421_MARKER: DD = SURVEY DISK
 NW0421_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0421_SP_SET: COPPER-CLAD STEEL ROD
 NW0421_STAMPING: 6 FMK 1973 5170
 NW0421_MARK LOGO: USGS  
 NW0421_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0421+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0421
 NW0421  HISTORY     - Date     Condition        Report By
 NW0421  HISTORY     - 1973     MONUMENTED       USGS
 NW0421
 NW0421                          STATION DESCRIPTION
 NW0421
 NW0421'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0421'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0421'ROAD TO A Y-ROAD, THENCE 1.2 MILES SOUTHWEST TO A Y-ROAD, THENCE 0.8
 NW0421'MILES SOUTH ALONG A DIRT ROAD, 30 FEET WEST OF THE CENTERLINE OF THE
 NW0421'ROAD, 2 FEET NORTH OF A ROCK CAIRN, SET ON A COPPER-COATED STEEL ROD
 NW0421'ENCASED IN A 6-INCH BLACK FIBER PIPE, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0535 ***********************************************************************
 MU0535  DESIGNATION -  6 FMK
 MU0535  PID         -  MU0535
 MU0535  STATE/COUNTY-  NV/ELKO
 MU0535  USGS QUAD   -  SQUAW VALLEY RANCH (1965)
 MU0535
 MU0535                         *CURRENT SURVEY CONTROL
 MU0535  ___________________________________________________________________
 MU0535* NAD 83(1986)-  41 13 28.     (N)    116 42 32.     (W)     SCALED    
 MU0535* NAVD 88     -      1590.804  (meters)    5219.16   (feet)  POSTED    
 MU0535  ___________________________________________________________________
 MU0535  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 MU0535  DYNAMIC HT  -        1589.550 (meters)    5215.05  (feet)  COMP
 MU0535  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 MU0535
 MU0535  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0535
 MU0535.The horizontal coordinates were scaled from a topographic map and have
 MU0535.an estimated accuracy of +/- 6 seconds.
 MU0535
 MU0535.The orthometric height was determined by differential leveling
 MU0535.and adjusted by the National Geodetic Survey in 1992..
 MU0535.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0535.rate of 0.0 thru 1.0 mm/km.
 MU0535
 MU0535.The geoid height was determined by GEOID03.
 MU0535
 MU0535.The dynamic height is computed by dividing the NAVD 88
 MU0535.geopotential number by the normal gravity value computed on the
 MU0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0535.degrees latitude (g = 980.6199 gals.).
 MU0535
 MU0535.The modeled gravity was interpolated from observed gravity values.
 MU0535
 MU0535;                    North         East    Units  Estimated Accuracy
 MU0535;SPC NV E     - 8,719,180.      105,630.      MT  (+/- 180 meters Scaled)
 MU0535
 MU0535                          SUPERSEDED SURVEY CONTROL
 MU0535
 MU0535.No superseded survey control is available for this station.
 MU0535
 MU0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF244637(NAD 83)
 MU0535_MARKER: DD = SURVEY DISK
 MU0535_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0535_SP_SET: COPPER-CLAD STEEL ROD
 MU0535_STAMPING: 6 FMK 1973 5216
 MU0535_MARK LOGO: USGS  
 MU0535_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0535+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0535
 MU0535  HISTORY     - Date     Condition        Report By
 MU0535  HISTORY     - 1973     MONUMENTED       USGS
 MU0535
 MU0535                          STATION DESCRIPTION
 MU0535
 MU0535'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0535'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0535'MILES EAST ALONG GRAVEL ROAD, THENCE 0.9 MILES NORTH ALONG DIRT ROAD,
 MU0535'62 FEET WEST OF THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD
 MU0535'ENCASED IN 6-INCH BLACK PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1457 ***********************************************************************
 KR1457  DESIGNATION -  6 HJH
 KR1457  PID         -  KR1457
 KR1457  STATE/COUNTY-  NV/WASHOE
 KR1457  USGS QUAD   -  PAH RAH MTN (1985)
 KR1457
 KR1457                         *CURRENT SURVEY CONTROL
 KR1457  ___________________________________________________________________
 KR1457* NAD 83(1986)-  39 51 26.     (N)    119 22 51.     (W)     SCALED    
 KR1457* NAVD 88     -      1185.946  (meters)    3890.89   (feet)  ADJUSTED  
 KR1457  ___________________________________________________________________
 KR1457  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 KR1457  DYNAMIC HT  -        1184.959 (meters)    3887.65  (feet)  COMP
 KR1457  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 KR1457
 KR1457  VERT ORDER  -  SECOND    CLASS 0
 KR1457
 KR1457.The horizontal coordinates were scaled from a topographic map and have
 KR1457.an estimated accuracy of +/- 6 seconds.
 KR1457
 KR1457.The orthometric height was determined by differential leveling
 KR1457.and adjusted by the National Geodetic Survey in June 1991..
 KR1457
 KR1457.The geoid height was determined by GEOID03.
 KR1457
 KR1457.The dynamic height is computed by dividing the NAVD 88
 KR1457.geopotential number by the normal gravity value computed on the
 KR1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1457.degrees latitude (g = 980.6199 gals.).
 KR1457
 KR1457.The modeled gravity was interpolated from observed gravity values.
 KR1457
 KR1457;                    North         East    Units  Estimated Accuracy
 KR1457;SPC NV W     - 4,567,070.      731,760.      MT  (+/- 180 meters Scaled)
 KR1457
 KR1457                          SUPERSEDED SURVEY CONTROL
 KR1457
 KR1457  NGVD 29 (??/??/92) 1184.959  (m)         3887.65   (f) ADJ UNCH    2 0
 KR1457
 KR1457.Superseded values are not recommended for survey control.
 KR1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1457.See file dsdata.txt to determine how the superseded data were derived.
 KR1457
 KR1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE963146(NAD 83)
 KR1457_MARKER: DB = BENCH MARK DISK
 KR1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1457_SP_SET: CONCRETE POST
 KR1457_STAMPING: 6 HJH 1962 3888
 KR1457_MARK LOGO: USGS  
 KR1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1457+STABILITY: SURFACE MOTION
 KR1457
 KR1457  HISTORY     - Date     Condition        Report By
 KR1457  HISTORY     - 1962     MONUMENTED       USGS
 KR1457
 KR1457                          STATION DESCRIPTION
 KR1457
 KR1457'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1457'3.5 KM (2.20 MI) NORTH FROM NIXON.
 KR1457'2.2 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34, 17.5 FEET NORTH OF
 KR1457'A DIM ROAD FORK HEADING EAST AND 64 FEET EAST OF THE CENTERLINE OF
 KR1457'THEHIGHWAY.
 KR1457'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0574 ***********************************************************************
 JQ0574  DESIGNATION -  6 JCO ET
 JQ0574  PID         -  JQ0574
 JQ0574  STATE/COUNTY-  NV/NYE
 JQ0574  USGS QUAD   -  TYBO SE (1980)
 JQ0574
 JQ0574                         *CURRENT SURVEY CONTROL
 JQ0574  ___________________________________________________________________
 JQ0574* NAD 83(1994)-  38 21 14.07777(N)    116 15 20.44274(W)     ADJUSTED  
 JQ0574* NAVD 88     -      1600.1    (meters)    5250.     (feet)  VERTCON   
 JQ0574  ___________________________________________________________________
 JQ0574  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 JQ0574  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 JQ0574
 JQ0574  HORZ ORDER  -  SECOND
 JQ0574
 JQ0574.The horizontal coordinates were established by classical geodetic methods
 JQ0574.and adjusted by the National Geodetic Survey in June 1998..
 JQ0574
 JQ0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0574
 JQ0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0574
 JQ0574.The geoid height was determined by GEOID03.
 JQ0574
 JQ0574;                    North         East     Units Scale Factor Converg.
 JQ0574;SPC NV C     - 6,399,963.643   535,920.407   MT  0.99991588   +0 15 18.1
 JQ0574;SPC NV C     -20,997,214.05  1,758,265.54   sFT  0.99991588   +0 15 18.1
 JQ0574;SPC NV E     - 8,400,097.650   141,236.759   MT  0.99994251   -0 25 02.0
 JQ0574;SPC NV E     -27,559,320.37    463,374.27   sFT  0.99994251   -0 25 02.0
 JQ0574;UTM  11      - 4,245,345.442   565,034.554   MT  0.99965209   +0 27 42.8
 JQ0574
 JQ0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0574!SPC NV C     -   0.99975277  x   0.99991588  =   0.99966867
 JQ0574!SPC NV E     -   0.99975277  x   0.99994251  =   0.99969529
 JQ0574!UTM  11      -   0.99975277  x   0.99965209  =   0.99940495
 JQ0574
 JQ0574|---------------------------------------------------------------------|
 JQ0574| PID    Reference Object                     Distance      Geod. Az  |
 JQ0574|                                                           dddmmss.s |
 JQ0574| DD5830 6 JCO ET RM 1                        18.934 METERS 19740     |
 JQ0574| JQ0018 S 34                                APPROX. 7.0 KM 2093612.1 |
 JQ0574| DD5831 6 JCO ET RM 2                        17.692 METERS 28913     |
 JQ0574|---------------------------------------------------------------------|
 JQ0574
 JQ0574                          SUPERSEDED SURVEY CONTROL
 JQ0574
 JQ0574  NAD 83(1986)-  38 21 14.07399(N)    116 15 20.44636(W) AD(       ) 2
 JQ0574  NAD 27      -  38 21 14.30335(N)    116 15 17.26426(W) AD(       ) 2
 JQ0574  NGVD 29 (07/19/86) 1599.0    (m)         5246.     (f) VERT ANG       
 JQ0574
 JQ0574.Superseded values are not recommended for survey control.
 JQ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0574.See file dsdata.txt to determine how the superseded data were derived.
 JQ0574
 JQ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC6503545345(NAD 83)
 JQ0574_MARKER: DD = SURVEY DISK
 JQ0574_SETTING: 0 = UNSPECIFIED SETTING
 JQ0574
 JQ0574  HISTORY     - Date     Condition        Report By
 JQ0574  HISTORY     - 1967     MONUMENTED       USGS
 JQ0574
 JQ0574                          STATION DESCRIPTION
 JQ0574
 JQ0574'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (SHS)
 JQ0574'LOCATED ABOUT 12.5 MI. NE. OF WARM SPRINGS. ABOUT 2.2 MI. W. OF
 JQ0574'STATE HIGHWAY MAINTENANCE STATION.  ON RIM OF FLAT ABOUT 100
 JQ0574'FT. SE. OF OLD RD.
 JQ0574'
 JQ0574'TO REACH FROM CAFE AT WARM SPRINGS GO NE. ALONG U.S. HIGHWAY
 JQ0574'6 FOR 9.5 MI. TO A T-RD. NW. TURN LEFT 200 FT. NW. AND TURN
 JQ0574'RIGHT ALONG TRACK RD. FOR 1.4 MI. TO OLD HIGHWAY.  TURN RIGHT AND
 JQ0574'GO EASTERLY ALONG OLD HIGHWAY FOR 1.8 MI. TO STATION ON RIGHT.
 JQ0574'
 JQ0574'STATION MARK--A STANDARD TABLET STAMPED ET 6 JCO 1967 FASTENED
 JQ0574'TO COPPER-COATED ROD ENCASED IN BLACK PLASTIC PIPE FLUSH WITH
 JQ0574'GROUND.
 JQ0574'
 JQ0574'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 JQ0574'1 1967 FASTENED ON COPPER-COATED ROD FLUSH WITH GROUND.
 JQ0574'
 JQ0574'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 JQ0574'2 1967 FASTENED ON COPPER-COATED ROD FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0460 ***********************************************************************
 MV0460  DESIGNATION -  6 LRC
 MV0460  PID         -  MV0460
 MV0460  STATE/COUNTY-  NV/HUMBOLDT
 MV0460  USGS QUAD   -  BATTLE CREEK RANCH (1982)
 MV0460
 MV0460                         *CURRENT SURVEY CONTROL
 MV0460  ___________________________________________________________________
 MV0460* NAD 83(1986)-  41 27 46.     (N)    118 48 15.     (W)     SCALED    
 MV0460* NAVD 88     -      1237.548  (meters)    4060.19   (feet)  ADJUSTED  
 MV0460  ___________________________________________________________________
 MV0460  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 MV0460  DYNAMIC HT  -        1236.696 (meters)    4057.39  (feet)  COMP
 MV0460  MODELED GRAV-     979,892.7   (mgal)                       NAVD 88
 MV0460
 MV0460  VERT ORDER  -  SECOND    CLASS 0
 MV0460
 MV0460.The horizontal coordinates were scaled from a topographic map and have
 MV0460.an estimated accuracy of +/- 6 seconds.
 MV0460
 MV0460.The orthometric height was determined by differential leveling
 MV0460.and adjusted by the National Geodetic Survey in June 1991..
 MV0460
 MV0460.The geoid height was determined by GEOID03.
 MV0460
 MV0460.The dynamic height is computed by dividing the NAVD 88
 MV0460.geopotential number by the normal gravity value computed on the
 MV0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0460.degrees latitude (g = 980.6199 gals.).
 MV0460
 MV0460.The modeled gravity was interpolated from observed gravity values.
 MV0460
 MV0460;                    North         East    Units  Estimated Accuracy
 MV0460;SPC NV W     - 4,745,060.      781,550.      MT  (+/- 180 meters Scaled)
 MV0460
 MV0460                          SUPERSEDED SURVEY CONTROL
 MV0460
 MV0460  NGVD 29 (??/??/92) 1236.51   (m)         4056.8    (f) COMPUTED    2 0
 MV0460
 MV0460.Superseded values are not recommended for survey control.
 MV0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0460.See file dsdata.txt to determine how the superseded data were derived.
 MV0460
 MV0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF493917(NAD 83)
 MV0460_MARKER: DD = SURVEY DISK
 MV0460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0460_SP_SET: COPPER-CLAD STEEL ROD
 MV0460_STAMPING: 6 LRC 1972 4057
 MV0460_MARK LOGO: USGS  
 MV0460_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0460+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0460
 MV0460  HISTORY     - Date     Condition        Report By
 MV0460  HISTORY     - 1972     MONUMENTED       USGS
 MV0460
 MV0460                          STATION DESCRIPTION
 MV0460
 MV0460'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0460'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0460'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0460'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0460'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0460'ALONG TRACK ROAD, THENCE 14.9 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0460'TOWARD BATTLE CREEK RANCH, 1.2 MILES SOUTH OF CLARKFIELD RANCH AT A
 MV0460'CURVE EASTERLY AND OPPOSITE DRAIN DITCH, 6.2 MILES SOUTH OF LEONARD
 MV0460'CREEK RANCH, 65 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD AND 18
 MV0460'FEET EAST OF POWERLINE ROAD, 2 FEET EAST OF A WITNESS POST,
 MV0460'ENCASED IN A DRAINPIPE CASING FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0431 ***********************************************************************
 HP0431  DESIGNATION -  6 LRC
 HP0431  PID         -  HP0431
 HP0431  STATE/COUNTY-  NV/LINCOLN
 HP0431  USGS QUAD   -  LIME MOUNTAIN (1973)
 HP0431
 HP0431                         *CURRENT SURVEY CONTROL
 HP0431  ___________________________________________________________________
 HP0431* NAD 83(1986)-  37 10 44.     (N)    114 07 48.     (W)     SCALED    
 HP0431* NAVD 88     -      1108.386  (meters)    3636.43   (feet)  POSTED    
 HP0431  ___________________________________________________________________
 HP0431  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 HP0431  DYNAMIC HT  -        1107.250 (meters)    3632.70  (feet)  COMP
 HP0431  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 HP0431
 HP0431  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0431
 HP0431.The horizontal coordinates were scaled from a topographic map and have
 HP0431.an estimated accuracy of +/- 6 seconds.
 HP0431
 HP0431.The orthometric height was determined by differential leveling
 HP0431.and adjusted by the National Geodetic Survey in 1992..
 HP0431.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0431.rate of 1.1 thru 2.0 mm/km.
 HP0431
 HP0431.The geoid height was determined by GEOID03.
 HP0431
 HP0431.The dynamic height is computed by dividing the NAVD 88
 HP0431.geopotential number by the normal gravity value computed on the
 HP0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0431.degrees latitude (g = 980.6199 gals.).
 HP0431
 HP0431.The modeled gravity was interpolated from observed gravity values.
 HP0431
 HP0431;                    North         East    Units  Estimated Accuracy
 HP0431;SPC NV E     - 8,270,470.      329,050.      MT  (+/- 180 meters Scaled)
 HP0431
 HP0431                          SUPERSEDED SURVEY CONTROL
 HP0431
 HP0431.No superseded survey control is available for this station.
 HP0431
 HP0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB547185(NAD 83)
 HP0431_MARKER: DD = SURVEY DISK
 HP0431_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0431_SP_SET: COPPER-CLAD STEEL ROD
 HP0431_STAMPING: 6 LRC 1973 3634
 HP0431_MARK LOGO: USGS  
 HP0431_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0431+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0431
 HP0431  HISTORY     - Date     Condition        Report By
 HP0431  HISTORY     - 1973     MONUMENTED       USGS
 HP0431
 HP0431                          STATION DESCRIPTION
 HP0431
 HP0431'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0431'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0431'MILES NORTH ALONG A GRAVEL ROAD, THENCE 21.4 MILES EASTERLY ALONG THE
 HP0431'BLM ROAD TO THE SOUTH SIDE OF A CORRAL AT SNOW SPRING, 94 FEET EAST
 HP0431'OF A FENCE CORNER, 32 FEET NORTH OF THE CENTER OF THE ROAD, 3 FEET
 HP0431'SOUTH OF THE FENCE, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL
 HP0431'ENCASED IN DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0763 ***********************************************************************
 GS0763  DESIGNATION -  6 PDI
 GS0763  PID         -  GS0763
 GS0763  STATE/COUNTY-  NV/NYE
 GS0763  USGS QUAD   -  POINT OF ROCKS (1984)
 GS0763
 GS0763                         *CURRENT SURVEY CONTROL
 GS0763  ___________________________________________________________________
 GS0763* NAD 83(1986)-  36 37 12.     (N)    116 03 23.     (W)     SCALED    
 GS0763* NAVD 88     -       983.364  (meters)    3226.25   (feet)  ADJUSTED  
 GS0763  ___________________________________________________________________
 GS0763  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 GS0763  DYNAMIC HT  -         982.338 (meters)    3222.89  (feet)  COMP
 GS0763  MODELED GRAV-     979,555.3   (mgal)                       NAVD 88
 GS0763
 GS0763  VERT ORDER  -  FIRST     CLASS I
 GS0763
 GS0763.The horizontal coordinates were scaled from a topographic map and have
 GS0763.an estimated accuracy of +/- 6 seconds.
 GS0763
 GS0763.The orthometric height was determined by differential leveling
 GS0763.and adjusted by the National Geodetic Survey in May 2004..
 GS0763
 GS0763.The geoid height was determined by GEOID03.
 GS0763
 GS0763.The dynamic height is computed by dividing the NAVD 88
 GS0763.geopotential number by the normal gravity value computed on the
 GS0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0763.degrees latitude (g = 980.6199 gals.).
 GS0763
 GS0763.The modeled gravity was interpolated from observed gravity values.
 GS0763
 GS0763;                    North         East    Units  Estimated Accuracy
 GS0763;SPC NV C     - 6,207,640.      554,590.      MT  (+/- 180 meters Scaled)
 GS0763
 GS0763                          SUPERSEDED SURVEY CONTROL
 GS0763
 GS0763  NAVD 88 (??/??/92)  983.372  (m)         3226.28   (f) UNKNOWN     3 0
 GS0763  NGVD 29 (05/01/91)  982.542  (m)         3223.56   (f) ADJUSTED    1 1
 GS0763
 GS0763.Superseded values are not recommended for survey control.
 GS0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0763.See file dsdata.txt to determine how the superseded data were derived.
 GS0763
 GS0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA843531(NAD 83)
 GS0763_MARKER: DB = BENCH MARK DISK
 GS0763_SETTING: 0 = UNSPECIFIED SETTING
 GS0763_STAMPING: 6 PDI 1986
 GS0763_MARK LOGO: USGS  
 GS0763_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0763
 GS0763  HISTORY     - Date     Condition        Report By
 GS0763  HISTORY     - 1986     MONUMENTED       USGS
 GS0763  HISTORY     - 1988     GOOD             USGS
 GS0763  HISTORY     - 19910626 GOOD             USGS
 GS0763  HISTORY     - 19930412 GOOD             USGS
 GS0763  HISTORY     - 19950412 GOOD             USGS
 GS0763
 GS0763                          STATION DESCRIPTION
 GS0763
 GS0763'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0763'7.8 KM (4.85 MI) NW FROM MERCURY.
 GS0763'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0763'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0763'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES TO A ROAD
 GS0763'JUNCTION, THENCE TURN WESTERLY (LEFT) AND PROCEED 0.05 MILES TO
 GS0763'ANOTHER ROAD JUNCTION, THENCE PROCEED SOUTH 0.35 MILES TO A LOCKED
 GS0763'GATE, CONTINUE SOUTH ALONG THE ROAD 0.5 MILES, 88 FEET EAST OF THE
 GS0763'ROAD.
 GS0763
 GS0763                          STATION RECOVERY (1988)
 GS0763
 GS0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0763'RECOVERED IN GOOD CONDITION.
 GS0763
 GS0763                          STATION RECOVERY (1991)
 GS0763
 GS0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0763'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0763'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0763'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES TO A ROAD
 GS0763'JUNCTION, THENCE TURN WESTERLYAND PROCEED 0.05 MILE TO ANOTHER ROAD
 GS0763'JUNCTION, THENCE PROCEED SOUTH 0.35 MILE TO A LOCKED GATE, CONTINUE
 GS0763'SOUTH ALONG THE ROAD 0.5 MILE, 88 FEET EAST OF THE ROAD.
 GS0763
 GS0763                          STATION RECOVERY (1993)
 GS0763
 GS0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0763'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0763'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0763'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES
 GS0763'(7.1 KM) TO A ROAD JUNCTION, THENCE TURN WESTERLYAND PROCEED 0.05
 GS0763'MILE (0.08 KM) TO ANOTHER ROAD JUNCTION, THENCE PROCEED SOUTH 0.35
 GS0763'MILE (0.56 KM) TO A LOCKED GATE, CONTINUE SOUTH ALONG THE ROAD 0.5
 GS0763'MILE (0.8 KM), 88 FEET (26.8 M) EAST OF THE ROAD.
 GS0763
 GS0763                          STATION RECOVERY (1995)
 GS0763
 GS0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0763'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0643 ***********************************************************************
 GS0643  DESIGNATION -  6 TJS
 GS0643  PID         -  GS0643
 GS0643  STATE/COUNTY-  NV/NYE
 GS0643  USGS QUAD   -  CRATER FLAT (1986)
 GS0643
 GS0643                         *CURRENT SURVEY CONTROL
 GS0643  ___________________________________________________________________
 GS0643* NAD 83(1986)-  36 48 12.     (N)    116 36 28.     (W)     SCALED    
 GS0643* NAVD 88     -       957.872  (meters)    3142.62   (feet)  ADJUSTED  
 GS0643  ___________________________________________________________________
 GS0643  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 GS0643  DYNAMIC HT  -         956.855 (meters)    3139.28  (feet)  COMP
 GS0643  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 GS0643
 GS0643  VERT ORDER  -  FIRST     CLASS I
 GS0643
 GS0643.The horizontal coordinates were scaled from a topographic map and have
 GS0643.an estimated accuracy of +/- 6 seconds.
 GS0643
 GS0643.The orthometric height was determined by differential leveling
 GS0643.and adjusted by the National Geodetic Survey in May 2004..
 GS0643
 GS0643.The geoid height was determined by GEOID03.
 GS0643
 GS0643.The dynamic height is computed by dividing the NAVD 88
 GS0643.geopotential number by the normal gravity value computed on the
 GS0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0643.degrees latitude (g = 980.6199 gals.).
 GS0643
 GS0643.The modeled gravity was interpolated from observed gravity values.
 GS0643
 GS0643;                    North         East    Units  Estimated Accuracy
 GS0643;SPC NV C     - 6,227,810.      505,260.      MT  (+/- 180 meters Scaled)
 GS0643
 GS0643                          SUPERSEDED SURVEY CONTROL
 GS0643
 GS0643  NAVD 88 (??/??/92)  957.875  (m)         3142.63   (f) UNKNOWN     3 0
 GS0643  NGVD 29 (05/01/91)  956.985  (m)         3139.71   (f) ADJUSTED    1 1
 GS0643
 GS0643.Superseded values are not recommended for survey control.
 GS0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0643.See file dsdata.txt to determine how the superseded data were derived.
 GS0643
 GS0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA349731(NAD 83)
 GS0643_MARKER: DB = BENCH MARK DISK
 GS0643_SETTING: 0 = UNSPECIFIED SETTING
 GS0643_STAMPING: 6 TJS 1983
 GS0643_MARK LOGO: USGS  
 GS0643_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0643
 GS0643  HISTORY     - Date     Condition        Report By
 GS0643  HISTORY     - 1983     MONUMENTED       USGS
 GS0643  HISTORY     - 1986     GOOD             USGS
 GS0643  HISTORY     - 1988     GOOD             USGS
 GS0643  HISTORY     - 19901213 GOOD             USGS
 GS0643  HISTORY     - 19921203 GOOD             USGS
 GS0643  HISTORY     - 19941216 GOOD             USGS
 GS0643
 GS0643                          STATION DESCRIPTION
 GS0643
 GS0643'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0643'30.6 KM (19.00 MI) SE FROM BEATTY.
 GS0643'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0643'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0643'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.0 MILES, 208 FEET WEST OF
 GS0643'THE CENTERLINE OF THE ROAD, 5 FEET SOUTH OF A ROCK CAIRN.
 GS0643
 GS0643                          STATION RECOVERY (1986)
 GS0643
 GS0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0643'RECOVERED IN GOOD CONDITION.
 GS0643
 GS0643                          STATION RECOVERY (1988)
 GS0643
 GS0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0643'RECOVERED IN GOOD CONDITION.
 GS0643
 GS0643                          STATION RECOVERY (1990)
 GS0643
 GS0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 GS0643'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0643'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0643'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.0 MILES, 208 FEET
 GS0643'WEST OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTH OF A ROCK CAIRN.
 GS0643
 GS0643                          STATION RECOVERY (1992)
 GS0643
 GS0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0643'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0643'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0643'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.0 MILES
 GS0643'(8.0 KM), 208 FEET (63.4 M) WEST OF THE CENTERLINE OF THE ROAD, 5
 GS0643'FEET (1.5 M) SOUTH OF A ROCK CAIRN.
 GS0643
 GS0643                          STATION RECOVERY (1994)
 GS0643
 GS0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0643'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0672 ***********************************************************************
 LQ0672  DESIGNATION -  6 WF
 LQ0672  PID         -  LQ0672
 LQ0672  STATE/COUNTY-  NV/ELKO
 LQ0672  USGS QUAD   -  SPRUCE WELL (1986)
 LQ0672
 LQ0672                         *CURRENT SURVEY CONTROL
 LQ0672  ___________________________________________________________________
 LQ0672* NAD 83(1994)-  40 35 52.64713(N)    114 58 38.90066(W)     ADJUSTED  
 LQ0672* NAVD 88     -      1825.92   (+/-2cm)    5990.5    (feet)  VERTCON   
 LQ0672  ___________________________________________________________________
 LQ0672  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 LQ0672  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 LQ0672
 LQ0672  HORZ ORDER  -  THIRD
 LQ0672  VERT ORDER  -  THIRD ? (See Below)
 LQ0672
 LQ0672.The horizontal coordinates were established by classical geodetic methods
 LQ0672.and adjusted by the National Geodetic Survey in June 1998..
 LQ0672.No horizontal observational check was made to the station.
 LQ0672
 LQ0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0672.The vertical order pertains to the NGVD 29 superseded value.
 LQ0672
 LQ0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0672
 LQ0672.The geoid height was determined by GEOID03.
 LQ0672
 LQ0672;                    North         East     Units Scale Factor Converg.
 LQ0672;SPC NV E     - 8,649,179.658   251,277.719   MT  0.99993235   +0 23 39.4
 LQ0672;SPC NV E     -28,376,516.93    824,400.32   sFT  0.99993235   +0 23 39.4
 LQ0672;UTM  11      - 4,496,094.100   671,132.551   MT  0.99996049   +1 18 59.3
 LQ0672
 LQ0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0672!SPC NV E     -   0.99971653  x   0.99993235  =   0.99964890
 LQ0672!UTM  11      -   0.99971653  x   0.99996049  =   0.99967703
 LQ0672
 LQ0672                          SUPERSEDED SURVEY CONTROL
 LQ0672
 LQ0672  NAD 83(1994)-  40 35 52.64570(N)    114 58 38.89777(W) AD(       ) 3
 LQ0672  NAD 83(1986)-  40 35 52.64342(N)    114 58 38.89567(W) AD(       ) 3
 LQ0672  NAD 27      -  40 35 52.91014(N)    114 58 35.75921(W) AD(       ) 3
 LQ0672  NGVD 29 (07/19/86) 1824.73   (m)         5986.6    (f) LEVELING    3  
 LQ0672
 LQ0672.Superseded values are not recommended for survey control.
 LQ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0672.See file dsdata.txt to determine how the superseded data were derived.
 LQ0672
 LQ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE7113396094(NAD 83)
 LQ0672_MARKER: DB = BENCH MARK DISK
 LQ0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0672+STABILITY: SURFACE MOTION
 LQ0672
 LQ0672  HISTORY     - Date     Condition        Report By
 LQ0672  HISTORY     - 1952     MONUMENTED       USGS
 LQ0672  HISTORY     - 1966     GOOD             USGS
 LQ0672
 LQ0672                          STATION DESCRIPTION
 LQ0672
 LQ0672'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LQ0672'T31N, R62E, SW ONE QUARTER NE ONE QUARTER, AT JUNCTION OF US HIGHWAY
 LQ0672'93 AND SPRUCE MOUNTATION ROAD, 110 FT NW OF CENTER OF INTERSECTION, 75
 LQ0672'FT W OF HIGHWAY 93, IN CONCRETE POST. STATION MARK--STANDARD BENCH
 LQ0672'MARK TABLET STAMPED---6 WF 1952---SET IN CONCRETE POST PROJECTING
 LQ0672'ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0687 ***********************************************************************
 LR0687  DESIGNATION -  60
 LR0687  PID         -  LR0687
 LR0687  STATE/COUNTY-  NV/HUMBOLDT
 LR0687  USGS QUAD   -  POLE CREEK (1983)
 LR0687
 LR0687                         *CURRENT SURVEY CONTROL
 LR0687  ___________________________________________________________________
 LR0687* NAD 83(1986)-  40 57 13.     (N)    117 30 03.     (W)     SCALED    
 LR0687* NAVD 88     -      1347.204  (meters)    4419.95   (feet)  ADJUSTED  
 LR0687  ___________________________________________________________________
 LR0687  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 LR0687  DYNAMIC HT  -        1346.187 (meters)    4416.62  (feet)  COMP
 LR0687  MODELED GRAV-     979,822.3   (mgal)                       NAVD 88
 LR0687
 LR0687  VERT ORDER  -  SECOND    CLASS 0
 LR0687
 LR0687.The horizontal coordinates were scaled from a topographic map and have
 LR0687.an estimated accuracy of +/- 6 seconds.
 LR0687
 LR0687.The orthometric height was determined by differential leveling
 LR0687.and adjusted by the National Geodetic Survey in June 1991..
 LR0687
 LR0687.The geoid height was determined by GEOID03.
 LR0687
 LR0687.The dynamic height is computed by dividing the NAVD 88
 LR0687.geopotential number by the normal gravity value computed on the
 LR0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0687.degrees latitude (g = 980.6199 gals.).
 LR0687
 LR0687.The modeled gravity was interpolated from observed gravity values.
 LR0687
 LR0687;                    North         East    Units  Estimated Accuracy
 LR0687;SPC NV W     - 4,689,060.      891,130.      MT  (+/- 180 meters Scaled)
 LR0687
 LR0687                          SUPERSEDED SURVEY CONTROL
 LR0687
 LR0687  NGVD 29 (??/??/92) 1346.18   (m)         4416.6    (f) COMPUTED    2 0
 LR0687
 LR0687.Superseded values are not recommended for survey control.
 LR0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0687.See file dsdata.txt to determine how the superseded data were derived.
 LR0687
 LR0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF578337(NAD 83)
 LR0687_MARKER: DD = SURVEY DISK
 LR0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0687_STAMPING: BM I-001-3 (2) 60
 LR0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0687+STABILITY: SURFACE MOTION
 LR0687
 LR0687  HISTORY     - Date     Condition        Report By
 LR0687  HISTORY     - UNK      MONUMENTED       NVDH
 LR0687  HISTORY     - 1958     GOOD             NGS
 LR0687  HISTORY     - 1964     MARK NOT FOUND   USGS
 LR0687  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0687
 LR0687                          STATION DESCRIPTION
 LR0687
 LR0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0687'0.95 MI NW FROM GOLCONDA.
 LR0687'0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT
 LR0687'GOLCONDA, 0.05 MILE SOUTHEAST OF THE EDEN VALLEY ROAD, 138.0 FEET
 LR0687'SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 3.2 FEET NORTHEAST OF A METAL
 LR0687'WITNESS POST, 2.2 FEET NORTHEAST OF A FENCE LINE, SET IN A ROUND
 LR0687'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LR0687
 LR0687                          STATION RECOVERY (1964)
 LR0687
 LR0687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LR0687'MARK NOT FOUND.
 LR0687
 LR0687                          STATION RECOVERY (1984)
 LR0687
 LR0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0687'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0603 ***********************************************************************
 MU0603  DESIGNATION -  60 BKC
 MU0603  PID         -  MU0603
 MU0603  STATE/COUNTY-  NV/ELKO
 MU0603  USGS QUAD   -  BUTTON LAKE WELL (1973)
 MU0603
 MU0603                         *CURRENT SURVEY CONTROL
 MU0603  ___________________________________________________________________
 MU0603* NAD 83(1986)-  41 37 40.     (N)    116 59 17.     (W)     SCALED    
 MU0603* NAVD 88     -      1664.425  (meters)    5460.70   (feet)  POSTED    
 MU0603  ___________________________________________________________________
 MU0603  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 MU0603  DYNAMIC HT  -        1663.180 (meters)    5456.62  (feet)  COMP
 MU0603  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 MU0603
 MU0603  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0603
 MU0603.The horizontal coordinates were scaled from a topographic map and have
 MU0603.an estimated accuracy of +/- 6 seconds.
 MU0603
 MU0603.The orthometric height was determined by differential leveling
 MU0603.and adjusted by the National Geodetic Survey in 1992..
 MU0603.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0603.rate of 1.1 thru 2.0 mm/km.
 MU0603
 MU0603.The geoid height was determined by GEOID03.
 MU0603
 MU0603.The dynamic height is computed by dividing the NAVD 88
 MU0603.geopotential number by the normal gravity value computed on the
 MU0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0603.degrees latitude (g = 980.6199 gals.).
 MU0603
 MU0603.The modeled gravity was interpolated from observed gravity values.
 MU0603
 MU0603;                    North         East    Units  Estimated Accuracy
 MU0603;SPC NV E     - 8,764,310.       82,950.      MT  (+/- 180 meters Scaled)
 MU0603
 MU0603                          SUPERSEDED SURVEY CONTROL
 MU0603
 MU0603.No superseded survey control is available for this station.
 MU0603
 MU0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG009084(NAD 83)
 MU0603_MARKER: DD = SURVEY DISK
 MU0603_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0603_SP_SET: COPPER-CLAD STEEL ROD
 MU0603_STAMPING: 60 BKC 1973 5457
 MU0603_MARK LOGO: USGS  
 MU0603_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0603+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0603
 MU0603  HISTORY     - Date     Condition        Report By
 MU0603  HISTORY     - 1973     MONUMENTED       USGS
 MU0603
 MU0603                          STATION DESCRIPTION
 MU0603
 MU0603'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0603'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0603'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0603'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 8.3 MILES NORTH ALONG ROAD,
 MU0603'1.7 MILES SOUTHEAST AND 12.1 MILES NORTH OF LITTLE HUMBOLDT RANCH, 62
 MU0603'FEET EAST OF THE CENTERLINE OF THE ROAD, 6 FEET NORTHEAST OF A CAIRN,
 MU0603'SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0603'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0640 ***********************************************************************
 JP0640  DESIGNATION -  60 DOR
 JP0640  PID         -  JP0640
 JP0640  STATE/COUNTY-  NV/LINCOLN
 JP0640  USGS QUAD   -  WELLS SUMMIT (1973)
 JP0640
 JP0640                         *CURRENT SURVEY CONTROL
 JP0640  ___________________________________________________________________
 JP0640* NAD 83(1986)-  38 30 43.     (N)    114 20 29.     (W)     SCALED    
 JP0640* NAVD 88     -      1928.849  (meters)    6328.23   (feet)  ADJUSTED  
 JP0640  ___________________________________________________________________
 JP0640  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 JP0640  DYNAMIC HT  -        1926.697 (meters)    6321.17  (feet)  COMP
 JP0640  MODELED GRAV-     979,444.3   (mgal)                       NAVD 88
 JP0640
 JP0640  VERT ORDER  -  SECOND    CLASS 0
 JP0640
 JP0640.The horizontal coordinates were scaled from a topographic map and have
 JP0640.an estimated accuracy of +/- 6 seconds.
 JP0640
 JP0640.The orthometric height was determined by differential leveling
 JP0640.and adjusted by the National Geodetic Survey in August 1995..
 JP0640
 JP0640.The geoid height was determined by GEOID03.
 JP0640
 JP0640.The dynamic height is computed by dividing the NAVD 88
 JP0640.geopotential number by the normal gravity value computed on the
 JP0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0640.degrees latitude (g = 980.6199 gals.).
 JP0640
 JP0640.The modeled gravity was interpolated from observed gravity values.
 JP0640
 JP0640;                    North         East    Units  Estimated Accuracy
 JP0640;SPC NV E     - 8,418,160.      308,310.      MT  (+/- 180 meters Scaled)
 JP0640
 JP0640                          SUPERSEDED SURVEY CONTROL
 JP0640
 JP0640.No superseded survey control is available for this station.
 JP0640
 JP0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC318659(NAD 83)
 JP0640_MARKER: DD = SURVEY DISK
 JP0640_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0640_SP_SET: COPPER-CLAD STEEL ROD
 JP0640_STAMPING: 60 DOR 1973 6324
 JP0640_MARK LOGO: USGS  
 JP0640_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0640
 JP0640  HISTORY     - Date     Condition        Report By
 JP0640  HISTORY     - 1973     MONUMENTED       USGS
 JP0640
 JP0640                          STATION DESCRIPTION
 JP0640
 JP0640'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0640'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0640'ROAD TO THE MAIN ROAD, THENCE 3.3 MILES NORTH ALONG THE MAIN ROAD,
 JP0640'150 FEET NORTHEAST OF A Y-ROAD JUNCTION, 130 FEET EAST-NORTHEAST OF
 JP0640'THE CENTERLINE OF THE ROAD, 105 FEET WEST OF THE CENTER OF AN
 JP0640'AIRSTRIP, 10 FEET EAST OF A WINDSOCK,  A 5/8 INCH COPPER COATED ROD
 JP0640'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0536 ***********************************************************************
 LS0536  DESIGNATION -  60 HJH
 LS0536  PID         -  LS0536
 LS0536  STATE/COUNTY-  NV/WASHOE
 LS0536  USGS QUAD   -  EMPIRE (1990)
 LS0536
 LS0536                         *CURRENT SURVEY CONTROL
 LS0536  ___________________________________________________________________
 LS0536* NAD 83(1986)-  40 35 55.     (N)    119 20 07.     (W)     SCALED    
 LS0536* NAVD 88     -      1223.124  (meters)    4012.87   (feet)  ADJUSTED  
 LS0536  ___________________________________________________________________
 LS0536  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 LS0536  DYNAMIC HT  -        1222.183 (meters)    4009.78  (feet)  COMP
 LS0536  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 LS0536
 LS0536  VERT ORDER  -  SECOND    CLASS 0
 LS0536
 LS0536.The horizontal coordinates were scaled from a topographic map and have
 LS0536.an estimated accuracy of +/- 6 seconds.
 LS0536
 LS0536.The orthometric height was determined by differential leveling
 LS0536.and adjusted by the National Geodetic Survey in June 1991..
 LS0536
 LS0536.The geoid height was determined by GEOID03.
 LS0536
 LS0536.The dynamic height is computed by dividing the NAVD 88
 LS0536.geopotential number by the normal gravity value computed on the
 LS0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0536.degrees latitude (g = 980.6199 gals.).
 LS0536
 LS0536.The modeled gravity was interpolated from observed gravity values.
 LS0536
 LS0536;                    North         East    Units  Estimated Accuracy
 LS0536;SPC NV W     - 4,649,350.      736,360.      MT  (+/- 180 meters Scaled)
 LS0536
 LS0536                          SUPERSEDED SURVEY CONTROL
 LS0536
 LS0536  NGVD 29 (??/??/92) 1222.126  (m)         4009.59   (f) ADJ UNCH    2 0
 LS0536
 LS0536.Superseded values are not recommended for survey control.
 LS0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0536.See file dsdata.txt to determine how the superseded data were derived.
 LS0536
 LS0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE024968(NAD 83)
 LS0536_MARKER: DB = BENCH MARK DISK
 LS0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0536_SP_SET: CONCRETE POST
 LS0536_STAMPING: 60 HJH 1962 4009
 LS0536_MARK LOGO: USGS  
 LS0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0536+STABILITY: SURFACE MOTION
 LS0536
 LS0536  HISTORY     - Date     Condition        Report By
 LS0536  HISTORY     - 1962     MONUMENTED       USGS
 LS0536
 LS0536                          STATION DESCRIPTION
 LS0536
 LS0536'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0536'7.2 KM (4.50 MI) SOUTH FROM GERLACH.
 LS0536'4.5 MILES SOUTH OF NIXON ALONG STATE HIGHWAY 34, 48 FEET WEST OF
 LS0536'THE HIGHWAY CENTERLINE.
 LS0536'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0688 ***********************************************************************
 LR0688  DESIGNATION -  60 RESET
 LR0688  PID         -  LR0688
 LR0688  STATE/COUNTY-  NV/HUMBOLDT
 LR0688  USGS QUAD   -  GOLCONDA (1981)
 LR0688
 LR0688                         *CURRENT SURVEY CONTROL
 LR0688  ___________________________________________________________________
 LR0688* NAD 83(1986)-  40 57 16.     (N)    117 30 02.     (W)     SCALED    
 LR0688* NAVD 88     -      1346.51   (meters)    4417.7    (feet)  RESET     
 LR0688  ___________________________________________________________________
 LR0688  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 LR0688
 LR0688  VERT ORDER  -  THIRD
 LR0688
 LR0688.The horizontal coordinates were scaled from a topographic map and have
 LR0688.an estimated accuracy of +/- 6 seconds.
 LR0688
 LR0688.The orthometric height was computed from unverified reset data.
 LR0688
 LR0688.The geoid height was determined by GEOID03.
 LR0688
 LR0688;                    North         East    Units  Estimated Accuracy
 LR0688;SPC NV W     - 4,689,150.      891,150.      MT  (+/- 180 meters Scaled)
 LR0688
 LR0688                          SUPERSEDED SURVEY CONTROL
 LR0688
 LR0688.No superseded survey control is available for this station.
 LR0688
 LR0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF578338(NAD 83)
 LR0688_MARKER: DD = SURVEY DISK
 LR0688_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LR0688+WITH SETTING: INFORMATION.
 LR0688_STAMPING: 60 (NHD) RESET 1960
 LR0688_MARK LOGO: NVDH  
 LR0688_PROJECTION: FLUSH
 LR0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0688_ROD/PIPE-DEPTH: 0.3  meters
 LR0688
 LR0688  HISTORY     - Date     Condition        Report By
 LR0688  HISTORY     - 1960     MONUMENTED       NVDH
 LR0688  HISTORY     - 1984     POOR             NGS
 LR0688
 LR0688                          STATION DESCRIPTION
 LR0688
 LR0688'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1960
 LR0688'0.65 MI NW FROM GOLCONDA.
 LR0688'THIS MARK IS LOCATED 0.65 MILE NORTHWEST ALONG U.S. HIGHWAY 40 FROM
 LR0688'THE GOLCONDA INTERCHANGE, 0.05 MILE SOUTHEAST OF THE EDEN VALLEY ROAD,
 LR0688'60 FEET NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANE AT STATION W
 LR0688'97+80, AND 3 FEET SOUTHEAST OF AN ORANGE PAINTED STEEL WITNESS POST,
 LR0688'AND DRIVEN FLUSH WITH THE GROUND.
 LR0688
 LR0688                          STATION RECOVERY (1984)
 LR0688
 LR0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0688'RECOVERED IN POOR CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0688'NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7 MI) NORTHWEST ALONG INTERSTATE
 LR0688'80 FROM THE MORRISON AVENUE OVERPASS BRIDGE AT GOLCONDA, 0.7 KM
 LR0688'(0.4 MI) NORTHWEST OF MILEPOST 194, 18.3 METERS (60 FT) NORTHEAST OF
 LR0688'THE WEST BOUND HIGHWAY CENTERLINE AND 0.6 METER (2 FT) NORTHWEST OF A
 LR0688'T TOP FENCE POST.  NOTE--MARK IS A COPPER-CLAD ROD WITH A BRASS CAP
 LR0688'DRIVEN TO A DEPTH OF 1 FOOT.
 LR0688'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 LR0688'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0700 ***********************************************************************
 GS0700  DESIGNATION -  60 TJS
 GS0700  PID         -  GS0700
 GS0700  STATE/COUNTY-  NV/NYE
 GS0700  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0700
 GS0700                         *CURRENT SURVEY CONTROL
 GS0700  ___________________________________________________________________
 GS0700* NAD 83(1986)-  36 47 49.     (N)    116 24 36.     (W)     SCALED    
 GS0700* NAVD 88     -      1016.701  (meters)    3335.63   (feet)  ADJUSTED  
 GS0700  ___________________________________________________________________
 GS0700  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 GS0700  DYNAMIC HT  -        1015.626 (meters)    3332.10  (feet)  COMP
 GS0700  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 GS0700
 GS0700  VERT ORDER  -  FIRST     CLASS I
 GS0700
 GS0700.The horizontal coordinates were scaled from a topographic map and have
 GS0700.an estimated accuracy of +/- 6 seconds.
 GS0700
 GS0700.The orthometric height was determined by differential leveling
 GS0700.and adjusted by the National Geodetic Survey in May 2004..
 GS0700
 GS0700.The geoid height was determined by GEOID03.
 GS0700
 GS0700.The dynamic height is computed by dividing the NAVD 88
 GS0700.geopotential number by the normal gravity value computed on the
 GS0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0700.degrees latitude (g = 980.6199 gals.).
 GS0700
 GS0700.The modeled gravity was interpolated from observed gravity values.
 GS0700
 GS0700;                    North         East    Units  Estimated Accuracy
 GS0700;SPC NV C     - 6,227,130.      522,910.      MT  (+/- 180 meters Scaled)
 GS0700
 GS0700                          SUPERSEDED SURVEY CONTROL
 GS0700
 GS0700  NAVD 88 (??/??/92) 1016.701  (m)         3335.63   (f) UNKNOWN     3 0
 GS0700  NGVD 29 (05/01/91) 1015.826  (m)         3332.76   (f) ADJUSTED    1 1
 GS0700
 GS0700.Superseded values are not recommended for survey control.
 GS0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0700.See file dsdata.txt to determine how the superseded data were derived.
 GS0700
 GS0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA526725(NAD 83)
 GS0700_MARKER: DB = BENCH MARK DISK
 GS0700_SETTING: 0 = UNSPECIFIED SETTING
 GS0700_STAMPING: 60 TJS 1983
 GS0700_MARK LOGO: USGS  
 GS0700_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0700
 GS0700  HISTORY     - Date     Condition        Report By
 GS0700  HISTORY     - 1983     MONUMENTED       USGS
 GS0700  HISTORY     - 1986     GOOD             USGS
 GS0700  HISTORY     - 1988     GOOD             USGS
 GS0700  HISTORY     - 19910425 GOOD             USGS
 GS0700  HISTORY     - 19930205 GOOD             USGS
 GS0700  HISTORY     - 19950215 GOOD             USGS
 GS0700
 GS0700                          STATION DESCRIPTION
 GS0700
 GS0700'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0700'52.1 KM (32.40 MI) NW FROM MERCURY.
 GS0700'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0700'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0700'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0700'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0700'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0700'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.9
 GS0700'MILES NEAR THE NORTH ENBANKMENT OF A WASH, 161 FEET EAST OF THE
 GS0700'CENTERLINE OF THE ROAD.
 GS0700'THE MARK IS 6 FT  S FROM  A ROCK CAIRN
 GS0700
 GS0700                          STATION RECOVERY (1986)
 GS0700
 GS0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0700'RECOVERED IN GOOD CONDITION.
 GS0700
 GS0700                          STATION RECOVERY (1988)
 GS0700
 GS0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0700'RECOVERED IN GOOD CONDITION.
 GS0700
 GS0700                          STATION RECOVERY (1991)
 GS0700
 GS0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0700'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0700'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0700'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0700'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0700'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0700'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.9
 GS0700'MILES NEAR THE NORTH EMBANKMENT OF A WASH, 161 FEET EAST OF THE
 GS0700'CENTERLINE OF THE ROAD.
 GS0700
 GS0700                          STATION RECOVERY (1993)
 GS0700
 GS0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0700'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0700'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0700'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0700'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0700'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0700'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0700'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.9 MILES (3.1 KM) NEAR THE
 GS0700'NORTH EMBANKMENT OF A WASH, 161 FEET (49.1 M) EAST OF THE CENTERLINE
 GS0700'OF THE ROAD.
 GS0700
 GS0700                          STATION RECOVERY (1995)
 GS0700
 GS0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0700'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0603 ***********************************************************************
 HQ0603  DESIGNATION -  6035
 HQ0603  PID         -  HQ0603
 HQ0603  STATE/COUNTY-  NV/ESMERALDA
 HQ0603  USGS QUAD   -  LIDA (1968)
 HQ0603
 HQ0603                         *CURRENT SURVEY CONTROL
 HQ0603  ___________________________________________________________________
 HQ0603* NAD 83(1986)-  37 27 22.     (N)    117 29 16.     (W)     SCALED    
 HQ0603* NAVD 88     -      1839.452  (meters)    6034.94   (feet)  ADJUSTED  
 HQ0603  ___________________________________________________________________
 HQ0603  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 HQ0603  DYNAMIC HT  -        1837.292 (meters)    6027.85  (feet)  COMP
 HQ0603  MODELED GRAV-     979,390.0   (mgal)                       NAVD 88
 HQ0603
 HQ0603  VERT ORDER  -  SECOND    CLASS 0
 HQ0603
 HQ0603.The horizontal coordinates were scaled from a topographic map and have
 HQ0603.an estimated accuracy of +/- 6 seconds.
 HQ0603
 HQ0603.The orthometric height was determined by differential leveling
 HQ0603.and adjusted by the National Geodetic Survey in June 1991..
 HQ0603
 HQ0603.The geoid height was determined by GEOID03.
 HQ0603
 HQ0603.The dynamic height is computed by dividing the NAVD 88
 HQ0603.geopotential number by the normal gravity value computed on the
 HQ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0603.degrees latitude (g = 980.6199 gals.).
 HQ0603
 HQ0603.The modeled gravity was interpolated from observed gravity values.
 HQ0603
 HQ0603;                    North         East    Units  Estimated Accuracy
 HQ0603;SPC NV W     - 4,300,810.      896,920.      MT  (+/- 180 meters Scaled)
 HQ0603
 HQ0603                          SUPERSEDED SURVEY CONTROL
 HQ0603
 HQ0603  NGVD 29 (??/??/92) 1838.306  (m)         6031.18   (f) ADJ UNCH    2 0
 HQ0603
 HQ0603.Superseded values are not recommended for survey control.
 HQ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0603.See file dsdata.txt to determine how the superseded data were derived.
 HQ0603
 HQ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB568455(NAD 83)
 HQ0603_MARKER: DB = BENCH MARK DISK
 HQ0603_SETTING: 80 = SET IN A BOULDER
 HQ0603_SP_SET: BOULDER
 HQ0603_STAMPING: 6035
 HQ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0603+STABILITY: SURFACE MOTION
 HQ0603
 HQ0603  HISTORY     - Date     Condition        Report By
 HQ0603  HISTORY     - UNK      MONUMENTED       USGS
 HQ0603  HISTORY     - 1938     GOOD             NGS
 HQ0603
 HQ0603                          STATION DESCRIPTION
 HQ0603
 HQ0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HQ0603'0.5 MI NE FROM LIDA.
 HQ0603'0.5 OF A MILE NORTHEAST ALONG ROAD TO GOLDFIELD, 0.5 OF A MILE
 HQ0603'NORTHEAST OF LIDA, 0.2 OF A MILE SOUTHWEST OF A FARM HOUSE, 20
 HQ0603'FEET NORTH OF THE CENTER OF THE ROAD.  SET HORIZONTAL IN A
 HQ0603'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0533 ***********************************************************************
 MT0533  DESIGNATION -  6079.6
 MT0533  PID         -  MT0533
 MT0533  STATE/COUNTY-  NV/ELKO
 MT0533  USGS QUAD   -  DINNER STATION (1971)
 MT0533
 MT0533                         *CURRENT SURVEY CONTROL
 MT0533  ___________________________________________________________________
 MT0533* NAD 83(1986)-  41 02 13.     (N)    115 51 06.     (W)     SCALED    
 MT0533* NAVD 88     -      1854.29   (+/-2cm)    6083.6    (feet)  VERTCON   
 MT0533  ___________________________________________________________________
 MT0533  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 MT0533
 MT0533  VERT ORDER  -  ? (See Below)
 MT0533
 MT0533.The horizontal coordinates were scaled from a topographic map and have
 MT0533.an estimated accuracy of +/- 6 seconds.
 MT0533
 MT0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0533.The vertical order pertains to the NGVD 29 superseded value.
 MT0533
 MT0533.The geoid height was determined by GEOID03.
 MT0533
 MT0533;                    North         East    Units  Estimated Accuracy
 MT0533;SPC NV E     - 8,697,780.      177,440.      MT  (+/- 180 meters Scaled)
 MT0533
 MT0533                          SUPERSEDED SURVEY CONTROL
 MT0533
 MT0533  NGVD 29 (??/??/92) 1853.093  (m)         6079.69   (f) ADJ UNCH    ?  
 MT0533
 MT0533.Superseded values are not recommended for survey control.
 MT0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0533.See file dsdata.txt to determine how the superseded data were derived.
 MT0533
 MT0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF965434(NAD 83)
 MT0533_MARKER: P = PIPE CAP
 MT0533_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0533_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MT0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0533
 MT0533  HISTORY     - Date     Condition        Report By
 MT0533  HISTORY     - UNK      MONUMENTED       USGS
 MT0533  HISTORY     - 1971     GOOD             USGS
 MT0533
 MT0533                          STATION DESCRIPTION
 MT0533
 MT0533'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 MT0533'16.8 MI NW FROM ELKO.
 MT0533'16.8 MILES NORTHWEST ALONG OLD STATE HIGHWAY 11 FROM THE COUNTY
 MT0533'COURTHOUSE AT ELKO, ELKO COUNTY, 4.6 MILES SOUTHEAST OF DINNER STATION
 MT0533'AND 45 FEET OF THE CENTER LINE OF THE OLD HIGHWAY.  THE TOP OF A
 MT0533'3/4-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0639 ***********************************************************************
 MT0639  DESIGNATION -  6081
 MT0639  PID         -  MT0639
 MT0639  STATE/COUNTY-  NV/ELKO
 MT0639  USGS QUAD   -  BEARPAW MOUNTAIN (1986)
 MT0639
 MT0639                         *CURRENT SURVEY CONTROL
 MT0639  ___________________________________________________________________
 MT0639* NAD 83(1986)-  41 59 05.     (N)    115 30 28.     (W)     SCALED    
 MT0639* NAVD 88     -      1854.648  (meters)    6084.79   (feet)  ADJUSTED  
 MT0639  ___________________________________________________________________
 MT0639  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 MT0639  DYNAMIC HT  -        1853.226 (meters)    6080.13  (feet)  COMP
 MT0639  MODELED GRAV-     979,789.5   (mgal)                       NAVD 88
 MT0639
 MT0639  VERT ORDER  -  SECOND    CLASS 0
 MT0639
 MT0639.The horizontal coordinates were scaled from a topographic map and have
 MT0639.an estimated accuracy of +/- 6 seconds.
 MT0639
 MT0639.The orthometric height was determined by differential leveling
 MT0639.and adjusted by the National Geodetic Survey in June 1991..
 MT0639
 MT0639.The geoid height was determined by GEOID03.
 MT0639
 MT0639.The dynamic height is computed by dividing the NAVD 88
 MT0639.geopotential number by the normal gravity value computed on the
 MT0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0639.degrees latitude (g = 980.6199 gals.).
 MT0639
 MT0639.The modeled gravity was interpolated from observed gravity values.
 MT0639
 MT0639;                    North         East    Units  Estimated Accuracy
 MT0639;SPC NV E     - 8,803,000.      206,260.      MT  (+/- 180 meters Scaled)
 MT0639
 MT0639                          SUPERSEDED SURVEY CONTROL
 MT0639
 MT0639  NGVD 29 (??/??/92) 1853.444  (m)         6080.84   (f) ADJ UNCH    2 0
 MT0639
 MT0639.Superseded values are not recommended for survey control.
 MT0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0639.See file dsdata.txt to determine how the superseded data were derived.
 MT0639
 MT0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG236491(NAD 83)
 MT0639_MARKER: Q = CHISELED SQUARE
 MT0639_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MT0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0639
 MT0639  HISTORY     - Date     Condition        Report By
 MT0639  HISTORY     - UNK      MONUMENTED       USGS
 MT0639  HISTORY     - 1951     GOOD             NGS
 MT0639
 MT0639                          STATION DESCRIPTION
 MT0639
 MT0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0639'18.3 MI NW FROM JARBIDGE.
 MT0639'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0639'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0639'THENCE 8.1 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0639'CREEK RANGER STATION, 0.2 MILES SOUTHWEST OF A Y JUNCTION OF A TRACK
 MT0639'ROAD LEADING WEST TO A FARM, ON THE INSIDE OF A CURVE, AT THE
 MT0639'APPROXIMATE CENTER OF A LONG RIDGE, ON TOP OF THE NORTHWEST EDGE OF A
 MT0639'SMALL ROCK, 68.6 FEET EAST AND ACROSS THE ROAD FROM A FENCE LINE, 13
 MT0639'1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 6.0 FEET EAST OF THE TOP
 MT0639'OF THE EAST BANK OF THE ROAD, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD,
 MT0639'AND PAINTED USBM 6081.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0634 ***********************************************************************
 HQ0634  DESIGNATION -  6087
 HQ0634  PID         -  HQ0634
 HQ0634  STATE/COUNTY-  NV/ESMERALDA
 HQ0634  USGS QUAD   -  GOLDFIELD (1987)
 HQ0634
 HQ0634                         *CURRENT SURVEY CONTROL
 HQ0634  ___________________________________________________________________
 HQ0634* NAD 83(1986)-  37 40 44.     (N)    117 13 33.     (W)     SCALED    
 HQ0634* NAVD 88     -      1855.283  (meters)    6086.87   (feet)  ADJUSTED  
 HQ0634  ___________________________________________________________________
 HQ0634  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 HQ0634  DYNAMIC HT  -        1853.164 (meters)    6079.92  (feet)  COMP
 HQ0634  MODELED GRAV-     979,421.2   (mgal)                       NAVD 88
 HQ0634
 HQ0634  VERT ORDER  -  SECOND    CLASS 0
 HQ0634
 HQ0634.The horizontal coordinates were scaled from a topographic map and have
 HQ0634.an estimated accuracy of +/- 6 seconds.
 HQ0634
 HQ0634.The orthometric height was determined by differential leveling
 HQ0634.and adjusted by the National Geodetic Survey in June 1991..
 HQ0634
 HQ0634.The geoid height was determined by GEOID03.
 HQ0634
 HQ0634.The dynamic height is computed by dividing the NAVD 88
 HQ0634.geopotential number by the normal gravity value computed on the
 HQ0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0634.degrees latitude (g = 980.6199 gals.).
 HQ0634
 HQ0634.The modeled gravity was interpolated from observed gravity values.
 HQ0634
 HQ0634;                    North         East    Units  Estimated Accuracy
 HQ0634;SPC NV W     - 4,325,830.      919,740.      MT  (+/- 180 meters Scaled)
 HQ0634
 HQ0634                          SUPERSEDED SURVEY CONTROL
 HQ0634
 HQ0634  NGVD 29 (??/??/92) 1854.126  (m)         6083.08   (f) ADJ UNCH    2 0
 HQ0634
 HQ0634.Superseded values are not recommended for survey control.
 HQ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0634.See file dsdata.txt to determine how the superseded data were derived.
 HQ0634
 HQ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB800702(NAD 83)
 HQ0634_MARKER: P = PIPE CAP
 HQ0634_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0634_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0634_STAMPING: 6087
 HQ0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0634
 HQ0634  HISTORY     - Date     Condition        Report By
 HQ0634  HISTORY     - UNK      MONUMENTED       USGS
 HQ0634  HISTORY     - 1934     GOOD             NGS
 HQ0634
 HQ0634                          STATION DESCRIPTION
 HQ0634
 HQ0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HQ0634'2.3 MI SE FROM GOLDFIELD.
 HQ0634'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 3 LEADING TO LAS VEGAS,
 HQ0634'NEVADA FROM THE COURTHOUSE AT GOLDFIELD, ESMERALDA COUNTY, AT
 HQ0634'THE TOP OF A LONG GRADE, ON THE FIRST SUMMIT SOUTHEAST OF TOWN
 HQ0634'ON THE TOP OF THE SOUTH SLOPE OF A DEEP CUT 99 FEET SOUTH OF
 HQ0634'THE TOP EDGE OF THE CUT.  A UNITED STATES GEOLOGICAL SURVEY
 HQ0634'STANDARD CAP, STAMPED 6087 AND RIVETED ON THE TOP OF A 3-1/2
 HQ0634'INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0324 ***********************************************************************
 LR0324  DESIGNATION -  61
 LR0324  PID         -  LR0324
 LR0324  STATE/COUNTY-  NV/HUMBOLDT
 LR0324  USGS QUAD   -  GOLCONDA (1981)
 LR0324
 LR0324                         *CURRENT SURVEY CONTROL
 LR0324  ___________________________________________________________________
 LR0324* NAD 83(1986)-  40 56 39.     (N)    117 28 42.     (W)     SCALED    
 LR0324* NAVD 88     -      1360.671  (meters)    4464.13   (feet)  ADJUSTED  
 LR0324  ___________________________________________________________________
 LR0324  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 LR0324  DYNAMIC HT  -        1359.646 (meters)    4460.77  (feet)  COMP
 LR0324  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 LR0324
 LR0324  VERT ORDER  -  FIRST     CLASS II
 LR0324
 LR0324.The horizontal coordinates were scaled from a topographic map and have
 LR0324.an estimated accuracy of +/- 6 seconds.
 LR0324
 LR0324.The orthometric height was determined by differential leveling
 LR0324.and adjusted by the National Geodetic Survey in June 1991..
 LR0324
 LR0324.The geoid height was determined by GEOID03.
 LR0324
 LR0324.The dynamic height is computed by dividing the NAVD 88
 LR0324.geopotential number by the normal gravity value computed on the
 LR0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0324.degrees latitude (g = 980.6199 gals.).
 LR0324
 LR0324.The modeled gravity was interpolated from observed gravity values.
 LR0324
 LR0324;                    North         East    Units  Estimated Accuracy
 LR0324;SPC NV W     - 4,688,030.      893,040.      MT  (+/- 180 meters Scaled)
 LR0324
 LR0324                          SUPERSEDED SURVEY CONTROL
 LR0324
 LR0324  NGVD 29 (??/??/92) 1359.654  (m)         4460.80   (f) ADJ UNCH    1 2
 LR0324
 LR0324.Superseded values are not recommended for survey control.
 LR0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0324.See file dsdata.txt to determine how the superseded data were derived.
 LR0324
 LR0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF597326(NAD 83)
 LR0324_MARKER: DD = SURVEY DISK
 LR0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0324_STAMPING: BM I-001-3 (2) 61
 LR0324_MARK LOGO: NVDH  
 LR0324_PROJECTION: FLUSH
 LR0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0324+STABILITY: SURFACE MOTION
 LR0324
 LR0324  HISTORY     - Date     Condition        Report By
 LR0324  HISTORY     - UNK      MONUMENTED       NVDH
 LR0324  HISTORY     - 1958     GOOD             NGS
 LR0324  HISTORY     - 1984     GOOD             NGS
 LR0324
 LR0324                          STATION DESCRIPTION
 LR0324
 LR0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0324'0.5 MI E FROM GOLCONDA.
 LR0324'0.35 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0324'THENCE 0.15 MILE SOUTH CROSS COUNTRY, 4.0 FEET NORTH OF A METAL
 LR0324'WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LR0324'SURFACE.
 LR0324
 LR0324                          STATION RECOVERY (1984)
 LR0324
 LR0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0324'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.2 KM
 LR0324'(0.75 MI) SOUTHEAST ALONG INTERSTATE 80 FROM THE MORRISON AVENUE
 LR0324'OVERPASS BRIDGE AT GOLCONDA, 71.1 METERS (233.5 FT) NORTHEAST OF THE
 LR0324'WEST BOUND HIGHWAY CENTERLINE, 90.2 METERS (296 FT) NORTH OF MILEPOST
 LR0324'195, 33.2 METERS (109 FT) SOUTHEAST OF THE SOUTHEAST END OF A BRACE IN
 LR0324'THE RIGHT OF WAY FENCE, 10.5 METERS (34.5 FT) NORTHEAST OF THE RIGHT
 LR0324'OF WAY FENCE AND 1.2 METERS (4 FT) NORTHEAST OF A STEEL POST.
 LR0324'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 LR0324'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0604 ***********************************************************************
 MU0604  DESIGNATION -  61 BKC
 MU0604  PID         -  MU0604
 MU0604  STATE/COUNTY-  NV/ELKO
 MU0604  USGS QUAD   -  BUTTON LAKE WELL (1973)
 MU0604
 MU0604                         *CURRENT SURVEY CONTROL
 MU0604  ___________________________________________________________________
 MU0604* NAD 83(1986)-  41 38 17.     (N)    116 59 02.     (W)     SCALED    
 MU0604* NAVD 88     -      1659.930  (meters)    5445.95   (feet)  POSTED    
 MU0604  ___________________________________________________________________
 MU0604  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 MU0604  DYNAMIC HT  -        1658.690 (meters)    5441.89  (feet)  COMP
 MU0604  MODELED GRAV-     979,816.3   (mgal)                       NAVD 88
 MU0604
 MU0604  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0604
 MU0604.The horizontal coordinates were scaled from a topographic map and have
 MU0604.an estimated accuracy of +/- 6 seconds.
 MU0604
 MU0604.The orthometric height was determined by differential leveling
 MU0604.and adjusted by the National Geodetic Survey in 1992..
 MU0604.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0604.rate of 1.1 thru 2.0 mm/km.
 MU0604
 MU0604.The geoid height was determined by GEOID03.
 MU0604
 MU0604.The dynamic height is computed by dividing the NAVD 88
 MU0604.geopotential number by the normal gravity value computed on the
 MU0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0604.degrees latitude (g = 980.6199 gals.).
 MU0604
 MU0604.The modeled gravity was interpolated from observed gravity values.
 MU0604
 MU0604;                    North         East    Units  Estimated Accuracy
 MU0604;SPC NV E     - 8,765,450.       83,320.      MT  (+/- 180 meters Scaled)
 MU0604
 MU0604                          SUPERSEDED SURVEY CONTROL
 MU0604
 MU0604.No superseded survey control is available for this station.
 MU0604
 MU0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG013095(NAD 83)
 MU0604_MARKER: DD = SURVEY DISK
 MU0604_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0604_SP_SET: COPPER-CLAD STEEL ROD
 MU0604_STAMPING: 61 BKC 1973 5442
 MU0604_MARK LOGO: USGS  
 MU0604_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0604+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0604
 MU0604  HISTORY     - Date     Condition        Report By
 MU0604  HISTORY     - 1973     MONUMENTED       USGS
 MU0604
 MU0604                          STATION DESCRIPTION
 MU0604
 MU0604'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0604'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0604'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0604'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 9.1 MILES NORTH ALONG ROAD,
 MU0604'1.7 MILES SOUTHEAST AND 12.9 MILES NORTH OF LITTLE HUMBOLDT RANCH, 264
 MU0604'FEET NORTH OF A SMALL STOCK TANK, 22 FEET WEST OF THE CENTERLINE OF
 MU0604'THE ROAD, 5 FEET NORTH OF A ROCK MOUND, SET ON A COPPER-COATED ROD
 MU0604'ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0641 ***********************************************************************
 JP0641  DESIGNATION -  61 DOR
 JP0641  PID         -  JP0641
 JP0641  STATE/COUNTY-  NV/LINCOLN
 JP0641  USGS QUAD   -  ATLANTA (1973)
 JP0641
 JP0641                         *CURRENT SURVEY CONTROL
 JP0641  ___________________________________________________________________
 JP0641* NAD 83(1986)-  38 29 48.     (N)    114 20 05.     (W)     SCALED    
 JP0641* NAVD 88     -      1955.054  (meters)    6414.21   (feet)  ADJUSTED  
 JP0641  ___________________________________________________________________
 JP0641  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 JP0641  DYNAMIC HT  -        1952.872 (meters)    6407.05  (feet)  COMP
 JP0641  MODELED GRAV-     979,442.9   (mgal)                       NAVD 88
 JP0641
 JP0641  VERT ORDER  -  SECOND    CLASS 0
 JP0641
 JP0641.The horizontal coordinates were scaled from a topographic map and have
 JP0641.an estimated accuracy of +/- 6 seconds.
 JP0641
 JP0641.The orthometric height was determined by differential leveling
 JP0641.and adjusted by the National Geodetic Survey in August 1995..
 JP0641
 JP0641.The geoid height was determined by GEOID03.
 JP0641
 JP0641.The dynamic height is computed by dividing the NAVD 88
 JP0641.geopotential number by the normal gravity value computed on the
 JP0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0641.degrees latitude (g = 980.6199 gals.).
 JP0641
 JP0641.The modeled gravity was interpolated from observed gravity values.
 JP0641
 JP0641;                    North         East    Units  Estimated Accuracy
 JP0641;SPC NV E     - 8,416,470.      308,920.      MT  (+/- 180 meters Scaled)
 JP0641
 JP0641                          SUPERSEDED SURVEY CONTROL
 JP0641
 JP0641.No superseded survey control is available for this station.
 JP0641
 JP0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC324642(NAD 83)
 JP0641_MARKER: DD = SURVEY DISK
 JP0641_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0641_SP_SET: COPPER-CLAD STEEL ROD
 JP0641_STAMPING: 61 DOR 1973 6410
 JP0641_MARK LOGO: USGS  
 JP0641_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0641
 JP0641  HISTORY     - Date     Condition        Report By
 JP0641  HISTORY     - 1973     MONUMENTED       USGS
 JP0641
 JP0641                          STATION DESCRIPTION
 JP0641
 JP0641'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0641'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0641'ROAD TO THE MAIN ROAD, THENCE 2.2 MILES NORTH ALONG THE MAIN ROAD, 80
 JP0641'FEET WEST OF A JUNIPER TREE, 50 FEET EAST OF AND 1 FOOT LOWER THAN
 JP0641'THE CENTERLINE OF THE ROAD,  A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0641'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0537 ***********************************************************************
 LS0537  DESIGNATION -  61 HJH
 LS0537  PID         -  LS0537
 LS0537  STATE/COUNTY-  NV/WASHOE
 LS0537  USGS QUAD   -  EMPIRE (1990)
 LS0537
 LS0537                         *CURRENT SURVEY CONTROL
 LS0537  ___________________________________________________________________
 LS0537* NAD 83(1986)-  40 36 48.     (N)    119 20 07.     (W)     SCALED    
 LS0537* NAVD 88     -      1212.838  (meters)    3979.12   (feet)  ADJUSTED  
 LS0537  ___________________________________________________________________
 LS0537  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 LS0537  DYNAMIC HT  -        1211.911 (meters)    3976.08  (feet)  COMP
 LS0537  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 LS0537
 LS0537  VERT ORDER  -  SECOND    CLASS 0
 LS0537
 LS0537.The horizontal coordinates were scaled from a topographic map and have
 LS0537.an estimated accuracy of +/- 6 seconds.
 LS0537
 LS0537.The orthometric height was determined by differential leveling
 LS0537.and adjusted by the National Geodetic Survey in June 1991..
 LS0537
 LS0537.The geoid height was determined by GEOID03.
 LS0537
 LS0537.The dynamic height is computed by dividing the NAVD 88
 LS0537.geopotential number by the normal gravity value computed on the
 LS0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0537.degrees latitude (g = 980.6199 gals.).
 LS0537
 LS0537.The modeled gravity was interpolated from observed gravity values.
 LS0537
 LS0537;                    North         East    Units  Estimated Accuracy
 LS0537;SPC NV W     - 4,650,980.      736,370.      MT  (+/- 180 meters Scaled)
 LS0537
 LS0537                          SUPERSEDED SURVEY CONTROL
 LS0537
 LS0537  NGVD 29 (??/??/92) 1211.845  (m)         3975.86   (f) ADJ UNCH    2 0
 LS0537
 LS0537.Superseded values are not recommended for survey control.
 LS0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0537.See file dsdata.txt to determine how the superseded data were derived.
 LS0537
 LS0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE024984(NAD 83)
 LS0537_MARKER: DB = BENCH MARK DISK
 LS0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0537_SP_SET: CONCRETE POST
 LS0537_STAMPING: 61 HJH 1962 3976
 LS0537_MARK LOGO: USGS  
 LS0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0537+STABILITY: SURFACE MOTION
 LS0537
 LS0537  HISTORY     - Date     Condition        Report By
 LS0537  HISTORY     - 1962     MONUMENTED       USGS
 LS0537
 LS0537                          STATION DESCRIPTION
 LS0537
 LS0537'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0537'5.6 KM (3.50 MI) SOUTH FROM GERLACH.
 LS0537'3.5 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34, 45 FEET WEST OF
 LS0537'THE HIGHWAY CENTERLINE.
 LS0537'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0701 ***********************************************************************
 GS0701  DESIGNATION -  61 TJS
 GS0701  PID         -  GS0701
 GS0701  STATE/COUNTY-  NV/NYE
 GS0701  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0701
 GS0701                         *CURRENT SURVEY CONTROL
 GS0701  ___________________________________________________________________
 GS0701* NAD 83(1986)-  36 48 05.     (N)    116 24 32.     (W)     SCALED    
 GS0701* NAVD 88     -      1010.445  (meters)    3315.10   (feet)  ADJUSTED  
 GS0701  ___________________________________________________________________
 GS0701  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 GS0701  DYNAMIC HT  -        1009.377 (meters)    3311.60  (feet)  COMP
 GS0701  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 GS0701
 GS0701  VERT ORDER  -  FIRST     CLASS I
 GS0701
 GS0701.The horizontal coordinates were scaled from a topographic map and have
 GS0701.an estimated accuracy of +/- 6 seconds.
 GS0701
 GS0701.The orthometric height was determined by differential leveling
 GS0701.and adjusted by the National Geodetic Survey in May 2004..
 GS0701
 GS0701.The geoid height was determined by GEOID03.
 GS0701
 GS0701.The dynamic height is computed by dividing the NAVD 88
 GS0701.geopotential number by the normal gravity value computed on the
 GS0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0701.degrees latitude (g = 980.6199 gals.).
 GS0701
 GS0701.The modeled gravity was interpolated from observed gravity values.
 GS0701
 GS0701;                    North         East    Units  Estimated Accuracy
 GS0701;SPC NV C     - 6,227,620.      523,000.      MT  (+/- 180 meters Scaled)
 GS0701
 GS0701                          SUPERSEDED SURVEY CONTROL
 GS0701
 GS0701  NAVD 88 (??/??/92) 1010.445  (m)         3315.10   (f) UNKNOWN     3 0
 GS0701  NGVD 29 (05/01/91) 1009.569  (m)         3312.23   (f) ADJUSTED    1 1
 GS0701
 GS0701.Superseded values are not recommended for survey control.
 GS0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0701.See file dsdata.txt to determine how the superseded data were derived.
 GS0701
 GS0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA527730(NAD 83)
 GS0701_MARKER: DB = BENCH MARK DISK
 GS0701_SETTING: 0 = UNSPECIFIED SETTING
 GS0701_STAMPING: 61 TJS 1983
 GS0701_MARK LOGO: USGS  
 GS0701_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0701
 GS0701  HISTORY     - Date     Condition        Report By
 GS0701  HISTORY     - 1983     MONUMENTED       USGS
 GS0701  HISTORY     - 1986     GOOD             USGS
 GS0701  HISTORY     - 1988     GOOD             USGS
 GS0701  HISTORY     - 19910429 GOOD             USGS
 GS0701  HISTORY     - 19930211 GOOD             USGS
 GS0701  HISTORY     - 19950215 GOOD             USGS
 GS0701
 GS0701                          STATION DESCRIPTION
 GS0701
 GS0701'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0701'51.7 KM (32.10 MI) NW FROM MERCURY.
 GS0701'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0701'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0701'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0701'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0701'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0701'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.6
 GS0701'MILES, 145 FEET EAST OF THE CENTERLINE OF THE ROAD.
 GS0701'THE MARK IS 5 FT  S FROM  A ROCK CAIRN
 GS0701
 GS0701                          STATION RECOVERY (1986)
 GS0701
 GS0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0701'RECOVERED IN GOOD CONDITION.
 GS0701
 GS0701                          STATION RECOVERY (1988)
 GS0701
 GS0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0701'RECOVERED IN GOOD CONDITION.
 GS0701
 GS0701                          STATION RECOVERY (1991)
 GS0701
 GS0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0701'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0701'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0701'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0701'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0701'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0701'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.6
 GS0701'MILES, 145 FEET EAST OF THE CENTERLINE OF THE ROAD.
 GS0701
 GS0701                          STATION RECOVERY (1993)
 GS0701
 GS0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0701'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0701'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0701'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0701'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0701'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0701'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0701'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.6 MILES (2.6 KM), 145
 GS0701'FEET (44.2 M) EAST OF THE CENTERLINE OF THE ROAD.
 GS0701
 GS0701                          STATION RECOVERY (1995)
 GS0701
 GS0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0701'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0045 ***********************************************************************
 JR0045  DESIGNATION -  6100
 JR0045  PID         -  JR0045
 JR0045  STATE/COUNTY-  NV/MINERAL
 JR0045  USGS QUAD   -  AURORA (1989)
 JR0045
 JR0045                         *CURRENT SURVEY CONTROL
 JR0045  ___________________________________________________________________
 JR0045* NAD 83(1986)-  38 21 28.     (N)    118 53 50.     (W)     SCALED    
 JR0045* NAVD 88     -      1858.50   (+/-2cm)    6097.4    (feet)  VERTCON   
 JR0045  ___________________________________________________________________
 JR0045  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 JR0045
 JR0045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0045
 JR0045.The horizontal coordinates were scaled from a topographic map and have
 JR0045.an estimated accuracy of +/- 6 seconds.
 JR0045
 JR0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0045.The vertical order pertains to the NGVD 29 superseded value.
 JR0045
 JR0045.The geoid height was determined by GEOID03.
 JR0045
 JR0045;                    North         East    Units  Estimated Accuracy
 JR0045;SPC NV W     - 4,400,360.      772,570.      MT  (+/- 180 meters Scaled)
 JR0045
 JR0045                          SUPERSEDED SURVEY CONTROL
 JR0045
 JR0045  NGVD 29 (??/??/92) 1857.186  (m)         6093.12   (f) ADJ UNCH    2 0
 JR0045
 JR0045.Superseded values are not recommended for survey control.
 JR0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0045.See file dsdata.txt to determine how the superseded data were derived.
 JR0045
 JR0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC342472(NAD 83)
 JR0045_MARKER: P = PIPE CAP
 JR0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0045_STAMPING: 6100
 JR0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0045
 JR0045  HISTORY     - Date     Condition        Report By
 JR0045  HISTORY     - UNK      MONUMENTED       USGS
 JR0045  HISTORY     - 1940     GOOD             NGS
 JR0045
 JR0045                          STATION DESCRIPTION
 JR0045
 JR0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0045'21.9 MI SW FROM HAWTHORNE.
 JR0045'21.9 MILES SOUTHWEST ALONG THE ROAD LEADING TO BRIDGEPORT,
 JR0045'CALIFORNIA, FROM HAWTHORNE, MINERAL COUNTY, 85 FEET NORTHEAST
 JR0045'OF THE RANCH HOUSE AT FLETCHERS STATION, JUST NORTH OF A POOL
 JR0045'FED BY A LARGE SPRING, 11 FEET EAST OF THE CENTERLINE OF THE
 JR0045'ROAD, 10 FEET NORTH OF A STREAM FLOWING INTO THE POOL.  A
 JR0045'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6100 AND
 JR0045'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0370 ***********************************************************************
 JQ0370  DESIGNATION -  6119
 JQ0370  PID         -  JQ0370
 JQ0370  STATE/COUNTY-  NV/NYE
 JQ0370  USGS QUAD   -  IONE SW (1988)
 JQ0370
 JQ0370                         *CURRENT SURVEY CONTROL
 JQ0370  ___________________________________________________________________
 JQ0370* NAD 83(1986)-  38 46 19.     (N)    117 43 21.     (W)     SCALED    
 JQ0370* NAVD 88     -      1864.498  (meters)    6117.11   (feet)  ADJUSTED  
 JQ0370  ___________________________________________________________________
 JQ0370  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 JQ0370  DYNAMIC HT  -        1862.485 (meters)    6110.50  (feet)  COMP
 JQ0370  MODELED GRAV-     979,481.9   (mgal)                       NAVD 88
 JQ0370
 JQ0370  VERT ORDER  -  FIRST     CLASS II
 JQ0370
 JQ0370.The horizontal coordinates were scaled from a topographic map and have
 JQ0370.an estimated accuracy of +/- 6 seconds.
 JQ0370
 JQ0370.The orthometric height was determined by differential leveling
 JQ0370.and adjusted by the National Geodetic Survey in June 1991..
 JQ0370
 JQ0370.The geoid height was determined by GEOID03.
 JQ0370
 JQ0370.The dynamic height is computed by dividing the NAVD 88
 JQ0370.geopotential number by the normal gravity value computed on the
 JQ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0370.degrees latitude (g = 980.6199 gals.).
 JQ0370
 JQ0370.The modeled gravity was interpolated from observed gravity values.
 JQ0370
 JQ0370;                    North         East    Units  Estimated Accuracy
 JQ0370;SPC NV C     - 6,446,810.      408,250.      MT  (+/- 180 meters Scaled)
 JQ0370
 JQ0370                          SUPERSEDED SURVEY CONTROL
 JQ0370
 JQ0370  NGVD 29 (??/??/92) 1863.206  (m)         6112.87   (f) ADJ UNCH    1 2
 JQ0370
 JQ0370.Superseded values are not recommended for survey control.
 JQ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0370.See file dsdata.txt to determine how the superseded data were derived.
 JQ0370
 JQ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC372917(NAD 83)
 JQ0370_MARKER: DD = SURVEY DISK
 JQ0370_SETTING: 0 = UNSPECIFIED SETTING
 JQ0370_STAMPING: 6119 1907
 JQ0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0370
 JQ0370  HISTORY     - Date     Condition        Report By
 JQ0370  HISTORY     - 1907     MONUMENTED       USGS
 JQ0370  HISTORY     - 1970     GOOD             NGS
 JQ0370
 JQ0370                          STATION DESCRIPTION
 JQ0370
 JQ0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JQ0370'16.4 MI SW FROM IONE.
 JQ0370'14.9 MILES SOUTHWEST ALONG THE MAIN ROAD TO TONOPAH FROM THE TAVERN IN
 JQ0370'IONE TO AN ANGLING CROSSROAD AND SIGN ON THE LEFT (MISSION CANYON)
 JQ0370'TURN RIGHT ON TRACK ROAD FOR ABOUT 0.25 MILE TO A CREEK AND WASHED OUT
 JQ0370'BRIDGE, CONTINUE WEST ON TRACK ROAD FOR ABOUT 1 1/4 MILES TO THE TOP
 JQ0370'OF A GRADE WHICH OVER LOOKS A SMALL VALLEY AND THE MARK ON THE LEFT.
 JQ0370'THE MARK IS 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0373 ***********************************************************************
 JQ0373  DESIGNATION -  6131
 JQ0373  PID         -  JQ0373
 JQ0373  STATE/COUNTY-  NV/NYE
 JQ0373  USGS QUAD   -  IONE SW (1988)
 JQ0373
 JQ0373                         *CURRENT SURVEY CONTROL
 JQ0373  ___________________________________________________________________
 JQ0373* NAD 83(1986)-  38 49 39.     (N)    117 39 46.     (W)     SCALED    
 JQ0373* NAVD 88     -      1868.142  (meters)    6129.06   (feet)  ADJUSTED  
 JQ0373  ___________________________________________________________________
 JQ0373  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 JQ0373  DYNAMIC HT  -        1866.114 (meters)    6122.41  (feet)  COMP
 JQ0373  MODELED GRAV-     979,476.1   (mgal)                       NAVD 88
 JQ0373
 JQ0373  VERT ORDER  -  FIRST     CLASS II
 JQ0373
 JQ0373.The horizontal coordinates were scaled from a topographic map and have
 JQ0373.an estimated accuracy of +/- 6 seconds.
 JQ0373
 JQ0373.The orthometric height was determined by differential leveling
 JQ0373.and adjusted by the National Geodetic Survey in June 1991..
 JQ0373
 JQ0373.The geoid height was determined by GEOID03.
 JQ0373
 JQ0373.The dynamic height is computed by dividing the NAVD 88
 JQ0373.geopotential number by the normal gravity value computed on the
 JQ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0373.degrees latitude (g = 980.6199 gals.).
 JQ0373
 JQ0373.The modeled gravity was interpolated from observed gravity values.
 JQ0373
 JQ0373;                    North         East    Units  Estimated Accuracy
 JQ0373;SPC NV C     - 6,452,920.      413,510.      MT  (+/- 180 meters Scaled)
 JQ0373
 JQ0373                          SUPERSEDED SURVEY CONTROL
 JQ0373
 JQ0373  NGVD 29 (??/??/92) 1866.820  (m)         6124.73   (f) ADJ UNCH    1 2
 JQ0373
 JQ0373.Superseded values are not recommended for survey control.
 JQ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0373.See file dsdata.txt to determine how the superseded data were derived.
 JQ0373
 JQ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC424978(NAD 83)
 JQ0373_MARKER: DD = SURVEY DISK
 JQ0373_SETTING: 0 = UNSPECIFIED SETTING
 JQ0373_STAMPING: 6131 1907
 JQ0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0373
 JQ0373  HISTORY     - Date     Condition        Report By
 JQ0373  HISTORY     - 1907     MONUMENTED       USGS
 JQ0373  HISTORY     - 1970     GOOD             NGS
 JQ0373
 JQ0373                          STATION DESCRIPTION
 JQ0373
 JQ0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JQ0373'12.2 MI SW FROM IONE.
 JQ0373'11.3 MILES SOUTHWEST ALONG THE MAIN ROAD TO TONOPAH FROM THE TAVERN IN
 JQ0373'IONE TO A SIDE ROAD LEFT LEADING UP A NARROW VALLEY.  THIS IS 0.1 MILE
 JQ0373'BEFORE REACHING A WIND MILL AND BUILDING ALONG THE WEST SIDE OF THE
 JQ0373'ROAD.  TURN LEFT AND FOLLOW THE TRACK ROAD FOR 0.9 MILE TO THE TOP OF
 JQ0373'A RIDGE AND THE MARK ON THE LEFT.  9.0 FEET NORTH OF THE CENTER OF THE
 JQ0373'ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0325 ***********************************************************************
 LR0325  DESIGNATION -  62
 LR0325  PID         -  LR0325
 LR0325  STATE/COUNTY-  NV/HUMBOLDT
 LR0325  USGS QUAD   -  GOLCONDA (1981)
 LR0325
 LR0325                         *CURRENT SURVEY CONTROL
 LR0325  ___________________________________________________________________
 LR0325* NAD 83(1986)-  40 56 29.     (N)    117 28 18.     (W)     SCALED    
 LR0325* NAVD 88     -      1361.528  (meters)    4466.95   (feet)  ADJUSTED  
 LR0325  ___________________________________________________________________
 LR0325  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 LR0325  DYNAMIC HT  -        1360.501 (meters)    4463.58  (feet)  COMP
 LR0325  MODELED GRAV-     979,822.9   (mgal)                       NAVD 88
 LR0325
 LR0325  VERT ORDER  -  FIRST     CLASS II
 LR0325
 LR0325.The horizontal coordinates were scaled from a topographic map and have
 LR0325.an estimated accuracy of +/- 6 seconds.
 LR0325
 LR0325.The orthometric height was determined by differential leveling
 LR0325.and adjusted by the National Geodetic Survey in June 1991..
 LR0325
 LR0325.The geoid height was determined by GEOID03.
 LR0325
 LR0325.The dynamic height is computed by dividing the NAVD 88
 LR0325.geopotential number by the normal gravity value computed on the
 LR0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0325.degrees latitude (g = 980.6199 gals.).
 LR0325
 LR0325.The modeled gravity was interpolated from observed gravity values.
 LR0325
 LR0325;                    North         East    Units  Estimated Accuracy
 LR0325;SPC NV W     - 4,687,730.      893,610.      MT  (+/- 180 meters Scaled)
 LR0325
 LR0325                          SUPERSEDED SURVEY CONTROL
 LR0325
 LR0325  NGVD 29 (??/??/92) 1360.508  (m)         4463.60   (f) ADJ UNCH    1 2
 LR0325
 LR0325.Superseded values are not recommended for survey control.
 LR0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0325.See file dsdata.txt to determine how the superseded data were derived.
 LR0325
 LR0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF602323(NAD 83)
 LR0325_MARKER: DD = SURVEY DISK
 LR0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0325_STAMPING: BM I-001-3 (2) 62
 LR0325_MARK LOGO: NVDH  
 LR0325_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0325+STABILITY: SURFACE MOTION
 LR0325
 LR0325  HISTORY     - Date     Condition        Report By
 LR0325  HISTORY     - UNK      MONUMENTED       NVDH
 LR0325  HISTORY     - 1958     GOOD             NGS
 LR0325  HISTORY     - 1984     GOOD             NGS
 LR0325
 LR0325                          STATION DESCRIPTION
 LR0325
 LR0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0325'0.9 MI E FROM GOLCONDA.
 LR0325'0.75 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0325'THENCE 0.15 MILE SOUTH CROSS COUNTRY, 4.0 FEET NORTH OF A METAL
 LR0325'WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LR0325'SURFACE.
 LR0325
 LR0325                          STATION RECOVERY (1984)
 LR0325
 LR0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0325'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.85 KM
 LR0325'(1.15 MI) SOUTHEAST ALONG INTERSTATE 80 FROM THE MORRISON AVENUE
 LR0325'OVERPASS BRIDGE AT GOLCONDA, 0.57 KM (0.35 MI) SOUTHEAST OF MILEPOST
 LR0325'195, 25.0 METERS (82 FT) NORTHEAST OF THE WEST BOUND HIGHWAY
 LR0325'CENTERLINE, 53.6 METERS (176 FT) SOUTH OF THE SOUTHEAST END OF A BRACE
 LR0325'IN THE RIGHT OF WAY FENCE, 35.9 METERS (118 FT) SOUTHWEST OF THE RIGHT
 LR0325'OF WAY FENCE AND 1.2 METERS (4 FT) NORTHEAST OF A STEEL POST.
 LR0325'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 LR0325'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0605 ***********************************************************************
 MU0605  DESIGNATION -  62 BKC
 MU0605  PID         -  MU0605
 MU0605  STATE/COUNTY-  NV/ELKO
 MU0605  USGS QUAD   -  BUTTON LAKE WELL (1973)
 MU0605
 MU0605                         *CURRENT SURVEY CONTROL
 MU0605  ___________________________________________________________________
 MU0605* NAD 83(1986)-  41 38 56.     (N)    116 58 45.     (W)     SCALED    
 MU0605* NAVD 88     -      1661.575  (meters)    5451.35   (feet)  POSTED    
 MU0605  ___________________________________________________________________
 MU0605  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 MU0605  DYNAMIC HT  -        1660.330 (meters)    5447.27  (feet)  COMP
 MU0605  MODELED GRAV-     979,816.6   (mgal)                       NAVD 88
 MU0605
 MU0605  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0605
 MU0605.The horizontal coordinates were scaled from a topographic map and have
 MU0605.an estimated accuracy of +/- 6 seconds.
 MU0605
 MU0605.The orthometric height was determined by differential leveling
 MU0605.and adjusted by the National Geodetic Survey in 1992..
 MU0605.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0605.rate of 1.1 thru 2.0 mm/km.
 MU0605
 MU0605.The geoid height was determined by GEOID03.
 MU0605
 MU0605.The dynamic height is computed by dividing the NAVD 88
 MU0605.geopotential number by the normal gravity value computed on the
 MU0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0605.degrees latitude (g = 980.6199 gals.).
 MU0605
 MU0605.The modeled gravity was interpolated from observed gravity values.
 MU0605
 MU0605;                    North         East    Units  Estimated Accuracy
 MU0605;SPC NV E     - 8,766,650.       83,730.      MT  (+/- 180 meters Scaled)
 MU0605
 MU0605                          SUPERSEDED SURVEY CONTROL
 MU0605
 MU0605.No superseded survey control is available for this station.
 MU0605
 MU0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG017107(NAD 83)
 MU0605_MARKER: DD = SURVEY DISK
 MU0605_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0605_SP_SET: COPPER-CLAD STEEL ROD
 MU0605_STAMPING: 62 BKC 1973 5448
 MU0605_MARK LOGO: USGS  
 MU0605_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0605+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0605
 MU0605  HISTORY     - Date     Condition        Report By
 MU0605  HISTORY     - 1973     MONUMENTED       USGS
 MU0605
 MU0605                          STATION DESCRIPTION
 MU0605
 MU0605'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0605'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0605'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0605'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 9.9 MILES NORTH ALONG ROAD,
 MU0605'1.7 MILES SOUTHEAST AND 13.7 MILES NORTH OF LITTLE HUMBOLDT RANCH, 87
 MU0605'FEET EAST OF THE CENTERLINE OF THE ROAD, 8 FEET EAST OF A CAIRN, SET
 MU0605'ON A COPPER-COATED ROD ENCASED IN 6-INCH PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0642 ***********************************************************************
 JP0642  DESIGNATION -  62 DOR
 JP0642  PID         -  JP0642
 JP0642  STATE/COUNTY-  NV/LINCOLN
 JP0642  USGS QUAD   -  ATLANTA (1973)
 JP0642
 JP0642                         *CURRENT SURVEY CONTROL
 JP0642  ___________________________________________________________________
 JP0642* NAD 83(1986)-  38 28 57.     (N)    114 19 36.     (W)     SCALED    
 JP0642* NAVD 88     -      1984.282  (meters)    6510.10   (feet)  ADJUSTED  
 JP0642  ___________________________________________________________________
 JP0642  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 JP0642  DYNAMIC HT  -        1982.065 (meters)    6502.82  (feet)  COMP
 JP0642  MODELED GRAV-     979,440.4   (mgal)                       NAVD 88
 JP0642
 JP0642  VERT ORDER  -  SECOND    CLASS 0
 JP0642
 JP0642.The horizontal coordinates were scaled from a topographic map and have
 JP0642.an estimated accuracy of +/- 6 seconds.
 JP0642
 JP0642.The orthometric height was determined by differential leveling
 JP0642.and adjusted by the National Geodetic Survey in August 1995..
 JP0642
 JP0642.The geoid height was determined by GEOID03.
 JP0642
 JP0642.The dynamic height is computed by dividing the NAVD 88
 JP0642.geopotential number by the normal gravity value computed on the
 JP0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0642.degrees latitude (g = 980.6199 gals.).
 JP0642
 JP0642.The modeled gravity was interpolated from observed gravity values.
 JP0642
 JP0642;                    North         East    Units  Estimated Accuracy
 JP0642;SPC NV E     - 8,414,910.      309,640.      MT  (+/- 180 meters Scaled)
 JP0642
 JP0642                          SUPERSEDED SURVEY CONTROL
 JP0642
 JP0642.No superseded survey control is available for this station.
 JP0642
 JP0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC331627(NAD 83)
 JP0642_MARKER: DD = SURVEY DISK
 JP0642_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0642_SP_SET: COPPER-CLAD STEEL ROD
 JP0642_STAMPING: 62 DOR 1973 6506
 JP0642_MARK LOGO: USGS  
 JP0642_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0642
 JP0642  HISTORY     - Date     Condition        Report By
 JP0642  HISTORY     - 1973     MONUMENTED       USGS
 JP0642
 JP0642                          STATION DESCRIPTION
 JP0642
 JP0642'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0642'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0642'ROAD TO THE MAIN ROAD, THENCE 1.1 MILES NORTH ALONG THE MAIN ROAD, 40
 JP0642'FEET WEST OF THE CENTERLINE OF THE ROAD, BETWEEN TWO SMALL JUNIPER
 JP0642'TREES,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN
 JP0642'A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0538 ***********************************************************************
 LS0538  DESIGNATION -  62 HJH
 LS0538  PID         -  LS0538
 LS0538  STATE/COUNTY-  NV/WASHOE
 LS0538  USGS QUAD   -  GERLACH (1990)
 LS0538
 LS0538                         *CURRENT SURVEY CONTROL
 LS0538  ___________________________________________________________________
 LS0538* NAD 83(1986)-  40 37 35.     (N)    119 20 13.     (W)     SCALED    
 LS0538* NAVD 88     -      1199.245  (meters)    3934.52   (feet)  ADJUSTED  
 LS0538  ___________________________________________________________________
 LS0538  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 LS0538  DYNAMIC HT  -        1198.330 (meters)    3931.52  (feet)  COMP
 LS0538  MODELED GRAV-     979,820.2   (mgal)                       NAVD 88
 LS0538
 LS0538  VERT ORDER  -  SECOND    CLASS 0
 LS0538
 LS0538.The horizontal coordinates were scaled from a topographic map and have
 LS0538.an estimated accuracy of +/- 6 seconds.
 LS0538
 LS0538.The orthometric height was determined by differential leveling
 LS0538.and adjusted by the National Geodetic Survey in June 1991..
 LS0538
 LS0538.The geoid height was determined by GEOID03.
 LS0538
 LS0538.The dynamic height is computed by dividing the NAVD 88
 LS0538.geopotential number by the normal gravity value computed on the
 LS0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0538.degrees latitude (g = 980.6199 gals.).
 LS0538
 LS0538.The modeled gravity was interpolated from observed gravity values.
 LS0538
 LS0538;                    North         East    Units  Estimated Accuracy
 LS0538;SPC NV W     - 4,652,430.      736,240.      MT  (+/- 180 meters Scaled)
 LS0538
 LS0538                          SUPERSEDED SURVEY CONTROL
 LS0538
 LS0538  NGVD 29 (??/??/92) 1198.255  (m)         3931.27   (f) ADJ UNCH    2 0
 LS0538
 LS0538.Superseded values are not recommended for survey control.
 LS0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0538.See file dsdata.txt to determine how the superseded data were derived.
 LS0538
 LS0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE023999(NAD 83)
 LS0538_MARKER: DB = BENCH MARK DISK
 LS0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0538_SP_SET: CONCRETE POST
 LS0538_STAMPING: 62 HJH 1962 3931
 LS0538_MARK LOGO: USGS  
 LS0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0538+STABILITY: SURFACE MOTION
 LS0538
 LS0538  HISTORY     - Date     Condition        Report By
 LS0538  HISTORY     - 1962     MONUMENTED       USGS
 LS0538
 LS0538                          STATION DESCRIPTION
 LS0538
 LS0538'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0538'4.0 KM (2.50 MI) SOUTH FROM GERLACH.
 LS0538'2.5 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34, OPPOSITE THE FIRST
 LS0538'CUT BANK AFTER LEAVING THE FLAT DESERT, 64 FEET WEST OF THE HIGHWAY
 LS0538'CENTERLINE.
 LS0538'THE MARK IS 3.0 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0702 ***********************************************************************
 GS0702  DESIGNATION -  62 TJS
 GS0702  PID         -  GS0702
 GS0702  STATE/COUNTY-  NV/NYE
 GS0702  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0702
 GS0702                         *CURRENT SURVEY CONTROL
 GS0702  ___________________________________________________________________
 GS0702* NAD 83(1986)-  36 48 19.     (N)    116 24 26.     (W)     SCALED    
 GS0702* NAVD 88     -      1005.352  (meters)    3298.39   (feet)  ADJUSTED  
 GS0702  ___________________________________________________________________
 GS0702  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GS0702  DYNAMIC HT  -        1004.290 (meters)    3294.91  (feet)  COMP
 GS0702  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 GS0702
 GS0702  VERT ORDER  -  FIRST     CLASS I
 GS0702
 GS0702.The horizontal coordinates were scaled from a topographic map and have
 GS0702.an estimated accuracy of +/- 6 seconds.
 GS0702
 GS0702.The orthometric height was determined by differential leveling
 GS0702.and adjusted by the National Geodetic Survey in May 2004..
 GS0702
 GS0702.The geoid height was determined by GEOID03.
 GS0702
 GS0702.The dynamic height is computed by dividing the NAVD 88
 GS0702.geopotential number by the normal gravity value computed on the
 GS0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0702.degrees latitude (g = 980.6199 gals.).
 GS0702
 GS0702.The modeled gravity was interpolated from observed gravity values.
 GS0702
 GS0702;                    North         East    Units  Estimated Accuracy
 GS0702;SPC NV C     - 6,228,050.      523,150.      MT  (+/- 180 meters Scaled)
 GS0702
 GS0702                          SUPERSEDED SURVEY CONTROL
 GS0702
 GS0702  NAVD 88 (??/??/92) 1005.352  (m)         3298.39   (f) UNKNOWN     3 0
 GS0702  NGVD 29 (05/01/91) 1004.476  (m)         3295.52   (f) ADJUSTED    1 1
 GS0702
 GS0702.Superseded values are not recommended for survey control.
 GS0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0702.See file dsdata.txt to determine how the superseded data were derived.
 GS0702
 GS0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA528734(NAD 83)
 GS0702_MARKER: DB = BENCH MARK DISK
 GS0702_SETTING: 0 = UNSPECIFIED SETTING
 GS0702_STAMPING: 62 TJS 1983
 GS0702_MARK LOGO: USGS  
 GS0702_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0702
 GS0702  HISTORY     - Date     Condition        Report By
 GS0702  HISTORY     - 1983     MONUMENTED       USGS
 GS0702  HISTORY     - 1986     GOOD             USGS
 GS0702  HISTORY     - 1988     GOOD             USGS
 GS0702  HISTORY     - 19910429 GOOD             USGS
 GS0702  HISTORY     - 19930211 GOOD             USGS
 GS0702  HISTORY     - 19950221 GOOD             USGS
 GS0702
 GS0702                          STATION DESCRIPTION
 GS0702
 GS0702'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0702'51.2 KM (31.80 MI) NW FROM MERCURY.
 GS0702'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0702'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0702'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0702'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0702'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0702'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.3
 GS0702'MILES, 183 FEET EAST OF THE CENTERLINE OF THE ROAD.
 GS0702'THE MARK IS 5 FT  S FROM  A ROCK CAIRN
 GS0702
 GS0702                          STATION RECOVERY (1986)
 GS0702
 GS0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0702'RECOVERED IN GOOD CONDITION.
 GS0702
 GS0702                          STATION RECOVERY (1988)
 GS0702
 GS0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0702'RECOVERED IN GOOD CONDITION.
 GS0702
 GS0702                          STATION RECOVERY (1991)
 GS0702
 GS0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0702'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0702'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0702'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0702'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0702'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0702'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.3
 GS0702'MILES, 183 FEET EAST OF THE CENTERLINE OF THE ROAD.
 GS0702
 GS0702                          STATION RECOVERY (1993)
 GS0702
 GS0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0702'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0702'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0702'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0702'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0702'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0702'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0702'TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.3 MILES (2.1 KM), 183
 GS0702'FEET (55.8 M) EAST OF THE CENTERLINE OF THE ROAD.
 GS0702
 GS0702                          STATION RECOVERY (1995)
 GS0702
 GS0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0702'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0084 ***********************************************************************
 MV0084  DESIGNATION -  6226.4
 MV0084  PID         -  MV0084
 MV0084  STATE/COUNTY-  NV/HUMBOLDT
 MV0084  USGS QUAD   -  CATNIP MTN SE (1966)
 MV0084
 MV0084                         *CURRENT SURVEY CONTROL
 MV0084  ___________________________________________________________________
 MV0084* NAD 83(1986)-  41 49 36.     (N)    119 17 55.     (W)     SCALED    
 MV0084* NAVD 88     -      1899.062  (meters)    6230.51   (feet)  ADJUSTED  
 MV0084  ___________________________________________________________________
 MV0084  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 MV0084  DYNAMIC HT  -        1897.576 (meters)    6225.63  (feet)  COMP
 MV0084  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 MV0084
 MV0084  VERT ORDER  -  FIRST     CLASS II
 MV0084
 MV0084.The horizontal coordinates were scaled from a topographic map and have
 MV0084.an estimated accuracy of +/- 6 seconds.
 MV0084
 MV0084.The orthometric height was determined by differential leveling
 MV0084.and adjusted by the National Geodetic Survey in June 1991..
 MV0084
 MV0084.The geoid height was determined by GEOID03.
 MV0084
 MV0084.The dynamic height is computed by dividing the NAVD 88
 MV0084.geopotential number by the normal gravity value computed on the
 MV0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0084.degrees latitude (g = 980.6199 gals.).
 MV0084
 MV0084.The modeled gravity was interpolated from observed gravity values.
 MV0084
 MV0084;                    North         East    Units  Estimated Accuracy
 MV0084;SPC NV W     - 4,785,700.      740,580.      MT  (+/- 180 meters Scaled)
 MV0084
 MV0084                          SUPERSEDED SURVEY CONTROL
 MV0084
 MV0084  NGVD 29 (??/??/92) 1897.790  (m)         6226.33   (f) ADJ UNCH    1 2
 MV0084
 MV0084.Superseded values are not recommended for survey control.
 MV0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0084.See file dsdata.txt to determine how the superseded data were derived.
 MV0084
 MV0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG091330(NAD 83)
 MV0084_MARKER: P = PIPE CAP
 MV0084_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MV0084_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MV0084_STAMPING: 1/4 S 8 S 17 1927
 MV0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0084
 MV0084  HISTORY     - Date     Condition        Report By
 MV0084  HISTORY     - 1927     MONUMENTED       USGLO
 MV0084
 MV0084                          STATION DESCRIPTION
 MV0084
 MV0084'DESCRIBED BY US GENERAL LAND OFFICE 1927
 MV0084'20.1 MI SW FROM THOUSAND CREEK RANCH.
 MV0084'20.1 MILES SOUTHWEST ALONG STATE HIGHWAY 8 A FROM THE RANCH HOUSE AT
 MV0084'THOUSAND CREEK RANCH, HUMBOLDT COUNTY, AT THE QUARTER SECTION CORNER
 MV0084'OF SECS. 8 AND 17, AT A ROCK CAIRN, AND 57 FEET EAST OF THE CENTER
 MV0084'LINE OF THE HIGHWAY .  A UNITED STATES GENERAL LAND OFFICE SURVEY
 MV0084'STANDARD CAP, STAMPED 1/4 S 8 S 17 1927 AND FASTENED ON THE TOP OF AN
 MV0084'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0576 ***********************************************************************
 MT0576  DESIGNATION -  6228.2
 MT0576  PID         -  MT0576
 MT0576  STATE/COUNTY-  NV/ELKO
 MT0576  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0576
 MT0576                         *CURRENT SURVEY CONTROL
 MT0576  ___________________________________________________________________
 MT0576* NAD 83(1986)-  41 48 35.     (N)    115 52 42.     (W)     SCALED    
 MT0576* NAVD 88     -      1899.622  (meters)    6232.34   (feet)  ADJUSTED  
 MT0576  ___________________________________________________________________
 MT0576  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 MT0576  DYNAMIC HT  -        1898.126 (meters)    6227.44  (feet)  COMP
 MT0576  MODELED GRAV-     979,767.2   (mgal)                       NAVD 88
 MT0576
 MT0576  VERT ORDER  -  SECOND    CLASS 0
 MT0576
 MT0576.The horizontal coordinates were scaled from a topographic map and have
 MT0576.an estimated accuracy of +/- 6 seconds.
 MT0576
 MT0576.The orthometric height was determined by differential leveling
 MT0576.and adjusted by the National Geodetic Survey in June 1991..
 MT0576
 MT0576.The geoid height was determined by GEOID03.
 MT0576
 MT0576.The dynamic height is computed by dividing the NAVD 88
 MT0576.geopotential number by the normal gravity value computed on the
 MT0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0576.degrees latitude (g = 980.6199 gals.).
 MT0576
 MT0576.The modeled gravity was interpolated from observed gravity values.
 MT0576
 MT0576;                    North         East    Units  Estimated Accuracy
 MT0576;SPC NV E     - 8,783,610.      175,490.      MT  (+/- 180 meters Scaled)
 MT0576
 MT0576                          SUPERSEDED SURVEY CONTROL
 MT0576
 MT0576  NGVD 29 (??/??/92) 1898.379  (m)         6228.27   (f) ADJ UNCH    2 0
 MT0576
 MT0576.Superseded values are not recommended for survey control.
 MT0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0576.See file dsdata.txt to determine how the superseded data were derived.
 MT0576
 MT0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG931292(NAD 83)
 MT0576_MARKER: Q = CHISELED SQUARE
 MT0576_SETTING: 66 = SET IN ROCK OUTCROP
 MT0576_SP_SET: SET IN ROCK OUTCROP
 MT0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0576+STABILITY: POSITION/ELEVATION WELL
 MT0576
 MT0576  HISTORY     - Date     Condition        Report By
 MT0576  HISTORY     - UNK      MONUMENTED       USGS
 MT0576  HISTORY     - 1951     GOOD             NGS
 MT0576
 MT0576                          STATION DESCRIPTION
 MT0576
 MT0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0576'6.5 MI E FROM MOUNTAIN CITY.
 MT0576'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0576'MOUNTAIN CITY, THENCE 5.5 MILES EAST ALONG A GRAVEL ROAD, AT THE
 MT0576'SUMMIT OF A GRADE, ON THE TOP OF A RIDGE, IN THE TOP OF A ROCK
 MT0576'OUTCROP, AT A Y JUNCTION OF A TRACK ROAD LEADING NORTHEAST, 52 FEET
 MT0576'SOUTHEAST OF THE CENTER OF THE Y JUNCTION, 41 1/2 FEET SOUTH OF THE
 MT0576'CENTER LINE OF THE MAIN ROAD, 0.4 FEET EAST OF THE EAST EDGE OF A
 MT0576'CAIRN, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND MARKED WITH WHITE
 MT0576'PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0312 ***********************************************************************
 JQ0312  DESIGNATION -  6240
 JQ0312  PID         -  JQ0312
 JQ0312  STATE/COUNTY-  NV/MINERAL
 JQ0312  USGS QUAD   -  BETTLES WELL (1980)
 JQ0312
 JQ0312                         *CURRENT SURVEY CONTROL
 JQ0312  ___________________________________________________________________
 JQ0312* NAD 83(1986)-  38 27 49.     (N)    117 57 00.     (W)     SCALED    
 JQ0312* NAVD 88     -      1901.036  (meters)    6236.98   (feet)  ADJUSTED  
 JQ0312  ___________________________________________________________________
 JQ0312  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 JQ0312  DYNAMIC HT  -        1898.957 (meters)    6230.16  (feet)  COMP
 JQ0312  MODELED GRAV-     979,467.0   (mgal)                       NAVD 88
 JQ0312
 JQ0312  VERT ORDER  -  FIRST     CLASS II
 JQ0312
 JQ0312.The horizontal coordinates were scaled from a topographic map and have
 JQ0312.an estimated accuracy of +/- 6 seconds.
 JQ0312
 JQ0312.The orthometric height was determined by differential leveling
 JQ0312.and adjusted by the National Geodetic Survey in June 1991..
 JQ0312
 JQ0312.The geoid height was determined by GEOID03.
 JQ0312
 JQ0312.The dynamic height is computed by dividing the NAVD 88
 JQ0312.geopotential number by the normal gravity value computed on the
 JQ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0312.degrees latitude (g = 980.6199 gals.).
 JQ0312
 JQ0312.The modeled gravity was interpolated from observed gravity values.
 JQ0312
 JQ0312;                    North         East    Units  Estimated Accuracy
 JQ0312;SPC NV W     - 4,412,250.      855,270.      MT  (+/- 180 meters Scaled)
 JQ0312
 JQ0312                          SUPERSEDED SURVEY CONTROL
 JQ0312
 JQ0312  NGVD 29 (??/??/92) 1899.796  (m)         6232.91   (f) ADJ UNCH    1 2
 JQ0312
 JQ0312.Superseded values are not recommended for survey control.
 JQ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0312.See file dsdata.txt to determine how the superseded data were derived.
 JQ0312
 JQ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC171576(NAD 83)
 JQ0312_MARKER: DD = SURVEY DISK
 JQ0312_SETTING: 80 = SET IN A BOULDER
 JQ0312_STAMPING: 6240 1907
 JQ0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0312+STABILITY: SURFACE MOTION
 JQ0312
 JQ0312  HISTORY     - Date     Condition        Report By
 JQ0312  HISTORY     - 1907     MONUMENTED       USGS
 JQ0312  HISTORY     - 1934     GOOD             NGS
 JQ0312
 JQ0312                          STATION DESCRIPTION
 JQ0312
 JQ0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0312'11.1 MI NE FROM MINA.
 JQ0312'11.1 MILES NORTHEAST ALONG THE ROAD TO BATTLES WELL FROM THE SOUTHERN
 JQ0312'PACIFIC CO. RAILROAD STATION AT MINA, MINERAL COUNTY, ABOUT 783 FEET
 JQ0312'EAST OF BATTLES WELL, 590 FEET WEST OF THE JUNCTION OF ROAD LEADING
 JQ0312'NORTH TO GOLDYKE, 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD TO
 JQ0312'CLOVERDALE RANCH, AND IN THE TOP OF AN OBLONG BOULDER.  A US
 JQ0312'GEOLOGICAL SURVEY DISK, STAMPED 6240 1907.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0325 ***********************************************************************
 JQ0325  DESIGNATION -  6246
 JQ0325  PID         -  JQ0325
 JQ0325  STATE/COUNTY-  NV/MINERAL
 JQ0325  USGS QUAD   -  DICALITE SUMMIT (1980)
 JQ0325
 JQ0325                         *CURRENT SURVEY CONTROL
 JQ0325  ___________________________________________________________________
 JQ0325* NAD 83(1986)-  38 29 06.     (N)    117 51 42.     (W)     SCALED    
 JQ0325* NAVD 88     -      1902.726  (meters)    6242.53   (feet)  ADJUSTED  
 JQ0325  ___________________________________________________________________
 JQ0325  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 JQ0325  DYNAMIC HT  -        1900.629 (meters)    6235.65  (feet)  COMP
 JQ0325  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 JQ0325
 JQ0325  VERT ORDER  -  FIRST     CLASS II
 JQ0325
 JQ0325.The horizontal coordinates were scaled from a topographic map and have
 JQ0325.an estimated accuracy of +/- 6 seconds.
 JQ0325
 JQ0325.The orthometric height was determined by differential leveling
 JQ0325.and adjusted by the National Geodetic Survey in June 1991..
 JQ0325
 JQ0325.The geoid height was determined by GEOID03.
 JQ0325
 JQ0325.The dynamic height is computed by dividing the NAVD 88
 JQ0325.geopotential number by the normal gravity value computed on the
 JQ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0325.degrees latitude (g = 980.6199 gals.).
 JQ0325
 JQ0325.The modeled gravity was interpolated from observed gravity values.
 JQ0325
 JQ0325;                    North         East    Units  Estimated Accuracy
 JQ0325;SPC NV W     - 4,414,680.      862,960.      MT  (+/- 180 meters Scaled)
 JQ0325
 JQ0325                          SUPERSEDED SURVEY CONTROL
 JQ0325
 JQ0325  NGVD 29 (??/??/92) 1901.460  (m)         6238.37   (f) ADJ UNCH    1 2
 JQ0325
 JQ0325.Superseded values are not recommended for survey control.
 JQ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0325.See file dsdata.txt to determine how the superseded data were derived.
 JQ0325
 JQ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC248599(NAD 83)
 JQ0325_MARKER: DD = SURVEY DISK
 JQ0325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JQ0325_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JQ0325_STAMPING: 6246 1907
 JQ0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0325
 JQ0325  HISTORY     - Date     Condition        Report By
 JQ0325  HISTORY     - 1907     MONUMENTED       USGS
 JQ0325  HISTORY     - 1934     GOOD             NGS
 JQ0325
 JQ0325                          STATION DESCRIPTION
 JQ0325
 JQ0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0325'17.0 MI NE FROM MINA.
 JQ0325'17.0 MILES NORTHEAST ALONG THE ROAD TO CLOVERDALE RANCH FROM MINA,
 JQ0325'MINERAL COUNTY, AT THE TOP OF A SMALL RIDGE, 400 FEET EAST OF A ROAD
 JQ0325'INTERSECTION, AND 15 FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD. A
 JQ0325'U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6246 1907 AND RIVETED ON
 JQ0325'THE TOP OF A 3-1/2-INCH IRON PIPE ENCASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0326 ***********************************************************************
 LR0326  DESIGNATION -  63
 LR0326  PID         -  LR0326
 LR0326  STATE/COUNTY-  NV/HUMBOLDT
 LR0326  USGS QUAD   -  GOLCONDA (1981)
 LR0326
 LR0326                         *CURRENT SURVEY CONTROL
 LR0326  ___________________________________________________________________
 LR0326* NAD 83(1986)-  40 56 16.     (N)    117 27 39.     (W)     SCALED    
 LR0326* NAVD 88     -      1361.460  (meters)    4466.72   (feet)  ADJUSTED  
 LR0326  ___________________________________________________________________
 LR0326  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 LR0326  DYNAMIC HT  -        1360.431 (meters)    4463.35  (feet)  COMP
 LR0326  MODELED GRAV-     979,821.1   (mgal)                       NAVD 88
 LR0326
 LR0326  VERT ORDER  -  SECOND    CLASS 0
 LR0326
 LR0326.The horizontal coordinates were scaled from a topographic map and have
 LR0326.an estimated accuracy of +/- 6 seconds.
 LR0326
 LR0326.The orthometric height was determined by differential leveling
 LR0326.and adjusted by the National Geodetic Survey in June 1991..
 LR0326
 LR0326.The geoid height was determined by GEOID03.
 LR0326
 LR0326.The dynamic height is computed by dividing the NAVD 88
 LR0326.geopotential number by the normal gravity value computed on the
 LR0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0326.degrees latitude (g = 980.6199 gals.).
 LR0326
 LR0326.The modeled gravity was interpolated from observed gravity values.
 LR0326
 LR0326;                    North         East    Units  Estimated Accuracy
 LR0326;SPC NV W     - 4,687,340.      894,520.      MT  (+/- 180 meters Scaled)
 LR0326
 LR0326                          SUPERSEDED SURVEY CONTROL
 LR0326
 LR0326  NGVD 29 (??/??/92) 1360.435  (m)         4463.36   (f) ADJ UNCH    2 0
 LR0326
 LR0326.Superseded values are not recommended for survey control.
 LR0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0326.See file dsdata.txt to determine how the superseded data were derived.
 LR0326
 LR0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF612319(NAD 83)
 LR0326_MARKER: DD = SURVEY DISK
 LR0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0326_STAMPING: BM I-001-3 (2) 63
 LR0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0326+STABILITY: SURFACE MOTION
 LR0326
 LR0326  HISTORY     - Date     Condition        Report By
 LR0326  HISTORY     - UNK      MONUMENTED       NVDH
 LR0326  HISTORY     - 1958     GOOD             NGS
 LR0326  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0326
 LR0326                          STATION DESCRIPTION
 LR0326
 LR0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0326'1.55 MI E FROM GOLCONDA.
 LR0326'1.3 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0326'THENCE 0.25 MILE SOUTH CROSS COUNTRY, 4.1 FEET NORTH OF A METAL
 LR0326'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 1 INCH ABOVE
 LR0326'GROUND SURFACE.
 LR0326
 LR0326                          STATION RECOVERY (1984)
 LR0326
 LR0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0326'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0606 ***********************************************************************
 MU0606  DESIGNATION -  63 BKC
 MU0606  PID         -  MU0606
 MU0606  STATE/COUNTY-  NV/ELKO
 MU0606  USGS QUAD   -  BUTTON LAKE WELL (1973)
 MU0606
 MU0606                         *CURRENT SURVEY CONTROL
 MU0606  ___________________________________________________________________
 MU0606* NAD 83(1986)-  41 39 27.     (N)    116 58 38.     (W)     SCALED    
 MU0606* NAVD 88     -      1665.148  (meters)    5463.07   (feet)  POSTED    
 MU0606  ___________________________________________________________________
 MU0606  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 MU0606  DYNAMIC HT  -        1663.900 (meters)    5458.98  (feet)  COMP
 MU0606  MODELED GRAV-     979,816.9   (mgal)                       NAVD 88
 MU0606
 MU0606  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0606
 MU0606.The horizontal coordinates were scaled from a topographic map and have
 MU0606.an estimated accuracy of +/- 6 seconds.
 MU0606
 MU0606.The orthometric height was determined by differential leveling
 MU0606.and adjusted by the National Geodetic Survey in 1992..
 MU0606.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0606.rate of 1.1 thru 2.0 mm/km.
 MU0606
 MU0606.The geoid height was determined by GEOID03.
 MU0606
 MU0606.The dynamic height is computed by dividing the NAVD 88
 MU0606.geopotential number by the normal gravity value computed on the
 MU0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0606.degrees latitude (g = 980.6199 gals.).
 MU0606
 MU0606.The modeled gravity was interpolated from observed gravity values.
 MU0606
 MU0606;                    North         East    Units  Estimated Accuracy
 MU0606;SPC NV E     - 8,767,600.       83,910.      MT  (+/- 180 meters Scaled)
 MU0606
 MU0606                          SUPERSEDED SURVEY CONTROL
 MU0606
 MU0606.No superseded survey control is available for this station.
 MU0606
 MU0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG018117(NAD 83)
 MU0606_MARKER: DD = SURVEY DISK
 MU0606_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0606_SP_SET: COPPER-CLAD STEEL ROD
 MU0606_STAMPING: 63 BKC 1973 5459
 MU0606_MARK LOGO: USGS  
 MU0606_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0606+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0606
 MU0606  HISTORY     - Date     Condition        Report By
 MU0606  HISTORY     - 1973     MONUMENTED       USGS
 MU0606
 MU0606                          STATION DESCRIPTION
 MU0606
 MU0606'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0606'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0606'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0606'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 10.5 MILES NORTH ALONG ROAD,
 MU0606'1.7 MILES SOUTHEAST AND 14.3 MILES NORTH OF LITTLE HUMBOLDT RANCH, AT
 MU0606'A CROSSROAD, 38 FEET SOUTH AND 41 FEET WEST OF THE CROSSROAD, 5 FEET
 MU0606'WEST OF A CAIRN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK
 MU0606'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0643 ***********************************************************************
 JP0643  DESIGNATION -  63 DOR
 JP0643  PID         -  JP0643
 JP0643  STATE/COUNTY-  NV/LINCOLN
 JP0643  USGS QUAD   -  ATLANTA (1973)
 JP0643
 JP0643                         *CURRENT SURVEY CONTROL
 JP0643  ___________________________________________________________________
 JP0643* NAD 83(1986)-  38 28 01.     (N)    114 19 44.     (W)     SCALED    
 JP0643* NAVD 88     -      2035.742  (meters)    6678.93   (feet)  ADJUSTED  
 JP0643  ___________________________________________________________________
 JP0643  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 JP0643  DYNAMIC HT  -        2033.433 (meters)    6671.35  (feet)  COMP
 JP0643  MODELED GRAV-     979,421.1   (mgal)                       NAVD 88
 JP0643
 JP0643  VERT ORDER  -  SECOND    CLASS 0
 JP0643
 JP0643.The horizontal coordinates were scaled from a topographic map and have
 JP0643.an estimated accuracy of +/- 6 seconds.
 JP0643
 JP0643.The orthometric height was determined by differential leveling
 JP0643.and adjusted by the National Geodetic Survey in August 1995..
 JP0643
 JP0643.The geoid height was determined by GEOID03.
 JP0643
 JP0643.The dynamic height is computed by dividing the NAVD 88
 JP0643.geopotential number by the normal gravity value computed on the
 JP0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0643.degrees latitude (g = 980.6199 gals.).
 JP0643
 JP0643.The modeled gravity was interpolated from observed gravity values.
 JP0643
 JP0643;                    North         East    Units  Estimated Accuracy
 JP0643;SPC NV E     - 8,413,180.      309,470.      MT  (+/- 180 meters Scaled)
 JP0643
 JP0643                          SUPERSEDED SURVEY CONTROL
 JP0643
 JP0643.No superseded survey control is available for this station.
 JP0643
 JP0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC330610(NAD 83)
 JP0643_MARKER: DD = SURVEY DISK
 JP0643_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0643_SP_SET: COPPER-CLAD STEEL ROD
 JP0643_STAMPING: 63 DOR 1973 6675
 JP0643_MARK LOGO: USGS  
 JP0643_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0643
 JP0643  HISTORY     - Date     Condition        Report By
 JP0643  HISTORY     - 1973     MONUMENTED       USGS
 JP0643
 JP0643                          STATION DESCRIPTION
 JP0643
 JP0643'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0643'AT ATLANTA, ABOUT 0.2 MILE NORTHEAST OF THE MINE BUILDING, 0.1 MILE
 JP0643'NORTHEAST OF A GROUP OF TRANSFORMERS, 370 FEET NORTHWEST OF A ROAD
 JP0643'CROSSING, 72 FEET NORTH OF AND 2 FEET HIGHER THAN THE CENTERLINE OF A
 JP0643'ROAD, IN A BARE AREA,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL
 JP0643'ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0539 ***********************************************************************
 LS0539  DESIGNATION -  63 HJH
 LS0539  PID         -  LS0539
 LS0539  STATE/COUNTY-  NV/WASHOE
 LS0539  USGS QUAD   -  GERLACH (1990)
 LS0539
 LS0539                         *CURRENT SURVEY CONTROL
 LS0539  ___________________________________________________________________
 LS0539* NAD 83(1986)-  40 38 25.     (N)    119 20 28.     (W)     SCALED    
 LS0539* NAVD 88     -      1191.924  (meters)    3910.50   (feet)  ADJUSTED  
 LS0539  ___________________________________________________________________
 LS0539  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 LS0539  DYNAMIC HT  -        1191.013 (meters)    3907.52  (feet)  COMP
 LS0539  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 LS0539
 LS0539  VERT ORDER  -  SECOND    CLASS 0
 LS0539
 LS0539.The horizontal coordinates were scaled from a topographic map and have
 LS0539.an estimated accuracy of +/- 6 seconds.
 LS0539
 LS0539.The orthometric height was determined by differential leveling
 LS0539.and adjusted by the National Geodetic Survey in June 1991..
 LS0539
 LS0539.The geoid height was determined by GEOID03.
 LS0539
 LS0539.The dynamic height is computed by dividing the NAVD 88
 LS0539.geopotential number by the normal gravity value computed on the
 LS0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0539.degrees latitude (g = 980.6199 gals.).
 LS0539
 LS0539.The modeled gravity was interpolated from observed gravity values.
 LS0539
 LS0539;                    North         East    Units  Estimated Accuracy
 LS0539;SPC NV W     - 4,653,980.      735,910.      MT  (+/- 180 meters Scaled)
 LS0539
 LS0539                          SUPERSEDED SURVEY CONTROL
 LS0539
 LS0539  NGVD 29 (??/??/92) 1190.931  (m)         3907.25   (f) ADJ UNCH    2 0
 LS0539
 LS0539.Superseded values are not recommended for survey control.
 LS0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0539.See file dsdata.txt to determine how the superseded data were derived.
 LS0539
 LS0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF020014(NAD 83)
 LS0539_MARKER: DB = BENCH MARK DISK
 LS0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0539_SP_SET: CONCRETE POST
 LS0539_STAMPING: 63 HJH 1962 3907
 LS0539_MARK LOGO: USGS  
 LS0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0539+STABILITY: SURFACE MOTION
 LS0539
 LS0539  HISTORY     - Date     Condition        Report By
 LS0539  HISTORY     - 1962     MONUMENTED       USGS
 LS0539
 LS0539                          STATION DESCRIPTION
 LS0539
 LS0539'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0539'2.4 KM (1.50 MI) SOUTH FROM GERLACH.
 LS0539'1.5 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34 IN BLACK ROCK
 LS0539'DESERT, 47 FEET NORTHEAST OF THE HIGHWAY CENTERLINE.
 LS0539'THE MARK IS 3.0 FT  S FROM  A WITNESS POST
 LS0539'THE MARK IS 5.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0327 ***********************************************************************
 LR0327  DESIGNATION -  63 RESET
 LR0327  PID         -  LR0327
 LR0327  STATE/COUNTY-  NV/HUMBOLDT
 LR0327  USGS QUAD   -  GOLCONDA (1981)
 LR0327
 LR0327                         *CURRENT SURVEY CONTROL
 LR0327  ___________________________________________________________________
 LR0327* NAD 83(1986)-  40 56 14.     (N)    117 27 41.     (W)     SCALED    
 LR0327* NAVD 88     -      1362.18   (meters)    4469.1    (feet)  RESET     
 LR0327  ___________________________________________________________________
 LR0327  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 LR0327
 LR0327  VERT ORDER  -  THIRD
 LR0327
 LR0327.The horizontal coordinates were scaled from a topographic map and have
 LR0327.an estimated accuracy of +/- 6 seconds.
 LR0327
 LR0327.The orthometric height was computed from unverified reset data.
 LR0327
 LR0327.The geoid height was determined by GEOID03.
 LR0327
 LR0327;                    North         East    Units  Estimated Accuracy
 LR0327;SPC NV W     - 4,687,280.      894,480.      MT  (+/- 180 meters Scaled)
 LR0327
 LR0327                          SUPERSEDED SURVEY CONTROL
 LR0327
 LR0327.No superseded survey control is available for this station.
 LR0327
 LR0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF611318(NAD 83)
 LR0327_MARKER: P = PIPE CAP
 LR0327_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LR0327+WITH SETTING: INFORMATION.
 LR0327_STAMPING: 63 (NHD) RESET 1960
 LR0327_MARK LOGO: NVDH  
 LR0327_PROJECTION: FLUSH
 LR0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0327_ROD/PIPE-DEPTH: 0.3  meters
 LR0327
 LR0327  HISTORY     - Date     Condition        Report By
 LR0327  HISTORY     - 1960     MONUMENTED       NVDH
 LR0327  HISTORY     - 1984     POOR             NGS
 LR0327
 LR0327                          STATION DESCRIPTION
 LR0327
 LR0327'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1960
 LR0327'1.61 MI E FROM GOLCONDA.
 LR0327'THIS MARK IS LOCATED 1.61 MILES EASTERLY ALONG U.S. HIGHWAY 40 FROM
 LR0327'THE GOLCONDA INTERCHANGE, 230 FEET RIGHT OF THE CENTERLINE OF THE
 LR0327'EASTBOUND LANE AT STA. E 217+60, 40 FEET SOUTH OF THE R/W FENCE, AND 3
 LR0327'FEET EAST OF AN ORANGE STEEL WITNESS POST, AND DRIVEN FLUSH WITH THE
 LR0327'GROUND.
 LR0327
 LR0327                          STATION RECOVERY (1984)
 LR0327
 LR0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0327'RECOVERED IN POOR CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0327'NEW DESCRIPTION FOLLOWS.  2.6 KM (1.6 MI) SOUTHEAST ALONG INTERSTATE
 LR0327'80 FROM THE MORRISON AVENUE OVERPASS BRIDGE AT GOLCONDA, 70.1 METERS
 LR0327'(230 FT) SOUTHWEST OF THE EAST BOUND HIGHWAY CENTERLINE AND 7.3 METERS
 LR0327'(24 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 LR0327'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 LR0327'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0703 ***********************************************************************
 GS0703  DESIGNATION -  63 TJS
 GS0703  PID         -  GS0703
 GS0703  STATE/COUNTY-  NV/NYE
 GS0703  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0703
 GS0703                         *CURRENT SURVEY CONTROL
 GS0703  ___________________________________________________________________
 GS0703* NAD 83(1986)-  36 48 33.     (N)    116 24 26.     (W)     SCALED    
 GS0703* NAVD 88     -      1012.358  (meters)    3321.38   (feet)  ADJUSTED  
 GS0703  ___________________________________________________________________
 GS0703  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 GS0703  DYNAMIC HT  -        1011.288 (meters)    3317.87  (feet)  COMP
 GS0703  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 GS0703
 GS0703  VERT ORDER  -  FIRST     CLASS I
 GS0703
 GS0703.The horizontal coordinates were scaled from a topographic map and have
 GS0703.an estimated accuracy of +/- 6 seconds.
 GS0703
 GS0703.The orthometric height was determined by differential leveling
 GS0703.and adjusted by the National Geodetic Survey in May 2004..
 GS0703
 GS0703.The geoid height was determined by GEOID03.
 GS0703
 GS0703.The dynamic height is computed by dividing the NAVD 88
 GS0703.geopotential number by the normal gravity value computed on the
 GS0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0703.degrees latitude (g = 980.6199 gals.).
 GS0703
 GS0703.The modeled gravity was interpolated from observed gravity values.
 GS0703
 GS0703;                    North         East    Units  Estimated Accuracy
 GS0703;SPC NV C     - 6,228,480.      523,150.      MT  (+/- 180 meters Scaled)
 GS0703
 GS0703                          SUPERSEDED SURVEY CONTROL
 GS0703
 GS0703  NAVD 88 (??/??/92) 1012.358  (m)         3321.38   (f) UNKNOWN     3 0
 GS0703  NGVD 29 (05/01/91) 1011.482  (m)         3318.50   (f) ADJUSTED    1 1
 GS0703
 GS0703.Superseded values are not recommended for survey control.
 GS0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0703.See file dsdata.txt to determine how the superseded data were derived.
 GS0703
 GS0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA528738(NAD 83)
 GS0703_MARKER: DB = BENCH MARK DISK
 GS0703_SETTING: 0 = UNSPECIFIED SETTING
 GS0703_STAMPING: 63 TJS 1983
 GS0703_MARK LOGO: USGS  
 GS0703_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0703
 GS0703  HISTORY     - Date     Condition        Report By
 GS0703  HISTORY     - 1983     MONUMENTED       USGS
 GS0703  HISTORY     - 1986     GOOD             USGS
 GS0703  HISTORY     - 1988     GOOD             USGS
 GS0703  HISTORY     - 19910429 GOOD             USGS
 GS0703  HISTORY     - 19930211 GOOD             USGS
 GS0703  HISTORY     - 19950221 GOOD             USGS
 GS0703
 GS0703                          STATION DESCRIPTION
 GS0703
 GS0703'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0703'50.7 KM (31.50 MI) NW FROM MERCURY.
 GS0703'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0703'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0703'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0703'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0703'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0703'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED
 GS0703'1.0 MILES, 214 FEET WEST OF THE CENTERLINE OF THE ROAD.
 GS0703'THE MARK IS 6 FT  S FROM  A ROCK CAIRN
 GS0703
 GS0703                          STATION RECOVERY (1986)
 GS0703
 GS0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0703'RECOVERED IN GOOD CONDITION.
 GS0703
 GS0703                          STATION RECOVERY (1988)
 GS0703
 GS0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0703'RECOVERED IN GOOD CONDITION.
 GS0703
 GS0703                          STATION RECOVERY (1991)
 GS0703
 GS0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0703'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0703'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0703'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0703'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0703'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0703'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED
 GS0703'1.0 MILE, 214 FEET WEST OF THE CENTERLINE OF THE ROAD.
 GS0703
 GS0703                          STATION RECOVERY (1993)
 GS0703
 GS0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0703'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0703'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0703'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0703'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0703'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0703'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0703'TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED 1.0 MILE (1.6 KM), 214
 GS0703'FEET (65.2 M) WEST OF THE CENTERLINE OF THE ROAD.
 GS0703
 GS0703                          STATION RECOVERY (1995)
 GS0703
 GS0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0703'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0328 ***********************************************************************
 LR0328  DESIGNATION -  64
 LR0328  PID         -  LR0328
 LR0328  STATE/COUNTY-  NV/HUMBOLDT
 LR0328  USGS QUAD   -  GOLCONDA (1981)
 LR0328
 LR0328                         *CURRENT SURVEY CONTROL
 LR0328  ___________________________________________________________________
 LR0328* NAD 83(1986)-  40 56 03.     (N)    117 27 12.     (W)     SCALED    
 LR0328* NAVD 88     -      1361.880  (meters)    4468.10   (feet)  ADJUSTED  
 LR0328  ___________________________________________________________________
 LR0328  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 LR0328  DYNAMIC HT  -        1360.847 (meters)    4464.71  (feet)  COMP
 LR0328  MODELED GRAV-     979,818.5   (mgal)                       NAVD 88
 LR0328
 LR0328  VERT ORDER  -  FIRST     CLASS II
 LR0328
 LR0328.The horizontal coordinates were scaled from a topographic map and have
 LR0328.an estimated accuracy of +/- 6 seconds.
 LR0328
 LR0328.The orthometric height was determined by differential leveling
 LR0328.and adjusted by the National Geodetic Survey in June 1991..
 LR0328
 LR0328.The geoid height was determined by GEOID03.
 LR0328
 LR0328.The dynamic height is computed by dividing the NAVD 88
 LR0328.geopotential number by the normal gravity value computed on the
 LR0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0328.degrees latitude (g = 980.6199 gals.).
 LR0328
 LR0328.The modeled gravity was interpolated from observed gravity values.
 LR0328
 LR0328;                    North         East    Units  Estimated Accuracy
 LR0328;SPC NV W     - 4,686,950.      895,160.      MT  (+/- 180 meters Scaled)
 LR0328
 LR0328                          SUPERSEDED SURVEY CONTROL
 LR0328
 LR0328  NGVD 29 (??/??/92) 1360.848  (m)         4464.72   (f) ADJ UNCH    1 2
 LR0328
 LR0328.Superseded values are not recommended for survey control.
 LR0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0328.See file dsdata.txt to determine how the superseded data were derived.
 LR0328
 LR0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF618315(NAD 83)
 LR0328_MARKER: DD = SURVEY DISK
 LR0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0328_STAMPING: BM I-001-3 (2) 64
 LR0328_MARK LOGO: NVDH  
 LR0328_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0328+STABILITY: SURFACE MOTION
 LR0328
 LR0328  HISTORY     - Date     Condition        Report By
 LR0328  HISTORY     - UNK      MONUMENTED       NVDH
 LR0328  HISTORY     - 1958     GOOD             NGS
 LR0328  HISTORY     - 1984     GOOD             NGS
 LR0328
 LR0328                          STATION DESCRIPTION
 LR0328
 LR0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0328'2.15 MI E FROM GOLCONDA.
 LR0328'1.8 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0328'THENCE 0.35 MILE SOUTH CROSS COUNTRY, 4.0 FEET NORTH OF A METAL
 LR0328'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE
 LR0328'GROUND SURFACE.
 LR0328
 LR0328                          STATION RECOVERY (1984)
 LR0328
 LR0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0328'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.65 KM
 LR0328'(2.3 MI) SOUTHEAST ALONG INTERSTATE 80 FROM THE MORRISON AVENUE
 LR0328'OVERPASS BRIDGE AT GOLCONDA, 0.75 KM (0.45 MI) SOUTHEAST OF MILEPOST
 LR0328'197, 0.45 KM (0.3 MI) SOUTHEAST OF THE CROSSING OF ROCK CREEK,
 LR0328'78.6 METERS (258 FT) SOUTHWEST OF THE EAST BOUND HIGHWAY CENTERLINE,
 LR0328'18.0 METERS (59 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE AND 1.2 METERS
 LR0328'(4 FT) NORTHEAST OF A STEEL POST.
 LR0328'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 LR0328'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0607 ***********************************************************************
 MU0607  DESIGNATION -  64 BKC
 MU0607  PID         -  MU0607
 MU0607  STATE/COUNTY-  NV/ELKO
 MU0607  USGS QUAD   -  BUTTON LAKE WELL (1973)
 MU0607
 MU0607                         *CURRENT SURVEY CONTROL
 MU0607  ___________________________________________________________________
 MU0607* NAD 83(1986)-  41 40 21.     (N)    116 58 25.     (W)     SCALED    
 MU0607* NAVD 88     -      1676.132  (meters)    5499.11   (feet)  POSTED    
 MU0607  ___________________________________________________________________
 MU0607  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 MU0607  DYNAMIC HT  -        1674.880 (meters)    5495.00  (feet)  COMP
 MU0607  MODELED GRAV-     979,817.8   (mgal)                       NAVD 88
 MU0607
 MU0607  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0607
 MU0607.The horizontal coordinates were scaled from a topographic map and have
 MU0607.an estimated accuracy of +/- 6 seconds.
 MU0607
 MU0607.The orthometric height was determined by differential leveling
 MU0607.and adjusted by the National Geodetic Survey in 1992..
 MU0607.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0607.rate of 0.0 thru 1.0 mm/km.
 MU0607
 MU0607.The geoid height was determined by GEOID03.
 MU0607
 MU0607.The dynamic height is computed by dividing the NAVD 88
 MU0607.geopotential number by the normal gravity value computed on the
 MU0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0607.degrees latitude (g = 980.6199 gals.).
 MU0607
 MU0607.The modeled gravity was interpolated from observed gravity values.
 MU0607
 MU0607;                    North         East    Units  Estimated Accuracy
 MU0607;SPC NV E     - 8,769,260.       84,240.      MT  (+/- 180 meters Scaled)
 MU0607
 MU0607                          SUPERSEDED SURVEY CONTROL
 MU0607
 MU0607.No superseded survey control is available for this station.
 MU0607
 MU0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG021134(NAD 83)
 MU0607_MARKER: DD = SURVEY DISK
 MU0607_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0607_SP_SET: COPPER-CLAD STEEL ROD
 MU0607_STAMPING: 64 BKC 1973 5495
 MU0607_MARK LOGO: USGS  
 MU0607_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0607+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0607
 MU0607  HISTORY     - Date     Condition        Report By
 MU0607  HISTORY     - 1973     MONUMENTED       USGS
 MU0607
 MU0607                          STATION DESCRIPTION
 MU0607
 MU0607'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0607'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0607'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0607'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 11.6 MILES NORTH ALONG ROAD,
 MU0607'1.7 MILES SOUTHEAST AND 15.4 MILES NORTH OF LITTLE HUMBOLDT RANCH, 56
 MU0607'FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET EAST OF A CAIRN, A
 MU0607'COPPER-COATED ROD ENCASED IN 6-INCH BLACK PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0644 ***********************************************************************
 JP0644  DESIGNATION -  64 DOR
 JP0644  PID         -  JP0644
 JP0644  STATE/COUNTY-  NV/LINCOLN
 JP0644  USGS QUAD   -  ATLANTA (1973)
 JP0644
 JP0644                         *CURRENT SURVEY CONTROL
 JP0644  ___________________________________________________________________
 JP0644* NAD 83(1986)-  38 27 13.     (N)    114 19 55.     (W)     SCALED    
 JP0644* NAVD 88     -      2053.726  (meters)    6737.93   (feet)  ADJUSTED  
 JP0644  ___________________________________________________________________
 JP0644  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 JP0644  DYNAMIC HT  -        2051.351 (meters)    6730.14  (feet)  COMP
 JP0644  MODELED GRAV-     979,398.6   (mgal)                       NAVD 88
 JP0644
 JP0644  VERT ORDER  -  SECOND    CLASS 0
 JP0644
 JP0644.The horizontal coordinates were scaled from a topographic map and have
 JP0644.an estimated accuracy of +/- 6 seconds.
 JP0644
 JP0644.The orthometric height was determined by differential leveling
 JP0644.and adjusted by the National Geodetic Survey in August 1995..
 JP0644
 JP0644.The geoid height was determined by GEOID03.
 JP0644
 JP0644.The dynamic height is computed by dividing the NAVD 88
 JP0644.geopotential number by the normal gravity value computed on the
 JP0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0644.degrees latitude (g = 980.6199 gals.).
 JP0644
 JP0644.The modeled gravity was interpolated from observed gravity values.
 JP0644
 JP0644;                    North         East    Units  Estimated Accuracy
 JP0644;SPC NV E     - 8,411,690.      309,220.      MT  (+/- 180 meters Scaled)
 JP0644
 JP0644                          SUPERSEDED SURVEY CONTROL
 JP0644
 JP0644.No superseded survey control is available for this station.
 JP0644
 JP0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC328595(NAD 83)
 JP0644_MARKER: DD = SURVEY DISK
 JP0644_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0644_SP_SET: COPPER-CLAD STEEL ROD
 JP0644_STAMPING: 64 DOR 1973 6733
 JP0644_MARK LOGO: USGS  
 JP0644_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0644
 JP0644  HISTORY     - Date     Condition        Report By
 JP0644  HISTORY     - 1973     MONUMENTED       USGS
 JP0644
 JP0644                          STATION DESCRIPTION
 JP0644
 JP0644'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0644'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0644'ROAD TO THE MAIN ROAD, THENCE 0.9 MILE SOUTHWEST ALONG THE MAIN ROAD
 JP0644'TO A TO A DIM T-ROAD EAST AT THE TOP OF A RISE, 46 FEET EAST OF AND
 JP0644'2.5 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 27 FEET SOUTH OF THE
 JP0644'CENTERLINE OF THE DIM T-ROAD,  A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0644'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0540 ***********************************************************************
 LS0540  CBN         -  This is a Cooperative Base Network Control Station.
 LS0540  DESIGNATION -  64 HJH
 LS0540  PID         -  LS0540
 LS0540  STATE/COUNTY-  NV/WASHOE
 LS0540  USGS QUAD   -  GERLACH (1990)
 LS0540
 LS0540                         *CURRENT SURVEY CONTROL
 LS0540  ___________________________________________________________________
 LS0540* NAD 83(1999)-  40 39 15.36824(N)    119 20 48.13163(W)     ADJUSTED  
 LS0540* NAVD 88     -      1195.167  (meters)    3921.14   (feet)  ADJUSTED  
 LS0540  ___________________________________________________________________
 LS0540  EPOCH DATE  -        1999.37
 LS0540  X           -  -2,375,276.270 (meters)                     COMP
 LS0540  Y           -  -4,224,619.969 (meters)                     COMP
 LS0540  Z           -   4,134,135.172 (meters)                     COMP
 LS0540  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LS0540  ELLIP HEIGHT-        1172.43  (meters)          (10/30/00) GPS OBS
 LS0540  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 LS0540  DYNAMIC HT  -        1194.250 (meters)    3918.14  (feet)  COMP
 LS0540  MODELED GRAV-     979,816.7   (mgal)                       NAVD 88
 LS0540
 LS0540  HORZ ORDER  -  B
 LS0540  VERT ORDER  -  SECOND    CLASS 0
 LS0540  ELLP ORDER  -  FOURTH    CLASS II
 LS0540
 LS0540.The horizontal coordinates were established by GPS observations
 LS0540.and adjusted by the National Geodetic Survey in October 2000..
 LS0540.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 LS0540.DATUM ITEM on the data sheet items page.
 LS0540.The horizontal coordinates are valid at the epoch date displayed above.
 LS0540.The epoch date for horizontal control is a decimal equivalence
 LS0540.of Year/Month/Day.
 LS0540
 LS0540.The orthometric height was determined by differential leveling
 LS0540.and adjusted by the National Geodetic Survey in June 1991..
 LS0540
 LS0540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LS0540
 LS0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0540
 LS0540.The ellipsoidal height was determined by GPS observations
 LS0540.and is referenced to NAD 83.
 LS0540
 LS0540.The geoid height was determined by GEOID03.
 LS0540
 LS0540.The dynamic height is computed by dividing the NAVD 88
 LS0540.geopotential number by the normal gravity value computed on the
 LS0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0540.degrees latitude (g = 980.6199 gals.).
 LS0540
 LS0540.The modeled gravity was interpolated from observed gravity values.
 LS0540
 LS0540;                    North         East     Units Scale Factor Converg.
 LS0540;SPC NV W     - 4,655,535.978   735,445.468   MT  0.99995128   -0 29 50.5
 LS0540;SPC NV W     -15,274,037.62  2,412,874.01   sFT  0.99995128   -0 29 50.5
 LS0540;UTM  11      - 4,503,026.578   301,602.507   MT  1.00008452   -1 31 45.7
 LS0540
 LS0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0540!SPC NV W     -   0.99981612  x   0.99995128  =   0.99976741
 LS0540!UTM  11      -   0.99981612  x   1.00008452  =   0.99990062
 LS0540
 LS0540                          SUPERSEDED SURVEY CONTROL
 LS0540
 LS0540  NAD 83(1994)-  40 39 15.36645(N)    119 20 48.12870(W) AD(       ) B
 LS0540  ELLIP H (03/30/95) 1172.51   (m)                       GP(       ) 4 1
 LS0540  NAVD 88 (03/30/95) 1195.17   (m)         3921.2    (f) LEVELING    3  
 LS0540  NGVD 29 (??/??/92) 1194.170  (m)         3917.87   (f) ADJ UNCH    2 0
 LS0540
 LS0540.Superseded values are not recommended for survey control.
 LS0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0540.See file dsdata.txt to determine how the superseded data were derived.
 LS0540
 LS0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF0160303027(NAD 83)
 LS0540_MARKER: DD = SURVEY DISK
 LS0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0540_SP_SET: CONCRETE POST
 LS0540_STAMPING: 64 HJH 3918 1962
 LS0540_MARK LOGO: USGS  
 LS0540_MAGNETIC: N = NO MAGNETIC MATERIAL
 LS0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0540+STABILITY: SURFACE MOTION
 LS0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0540+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 LS0540
 LS0540  HISTORY     - Date     Condition        Report By
 LS0540  HISTORY     - 1962     MONUMENTED       USGS
 LS0540  HISTORY     - 19940116 GOOD             NGS
 LS0540  HISTORY     - 20020730 GOOD             NVGS
 LS0540
 LS0540                          STATION DESCRIPTION
 LS0540
 LS0540'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LS0540'0.8 KM (0.50 MI) SOUTH FROM GERLACH.
 LS0540'O.5 MILES SOUTH OF GERLACH ALONG STATE HIGHWAY 34, 193 FEET SOUTHEAST
 LS0540'OF THE WESTERN PACIFIC RAILROAD TRACK AND 48 FEET SOUTHWEST OF THE
 LS0540'HIGHWAY CENTERLINE.
 LS0540'THE MARK IS 3.0 FT  SW FROM A WITNESS POST.
 LS0540
 LS0540                          STATION RECOVERY (1994)
 LS0540
 LS0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 LS0540'STATION IS LOCATED ABOUT 80 KM (49.70 MI) NORTH-NORTHEAST OF RENO, 52
 LS0540'KM (32.30 MI) EAST OF THE CALIFORNIA STATE LINE, ON THE EAST SIDE OF
 LS0540'GERLACH, JUST SOUTH OF THE JUNCTION OF STATE HIGHWAY 447 AND A
 LS0540'SOUTHERN PACIFIC RAILROAD TRACK, AT A DIRT ROAD, ON HIGHWAY
 LS0540'RIGHT-OF-WAY, ADJACENT TO BLM LAND, IN OPEN RANGE, IN THE SOUTHWEST
 LS0540'1/4 OF SECTION 14, T 32 N, R 23 E.  OWNERSHIP--STATE DEPARTMENT OF
 LS0540'TRANSPORTATION. TO REACH FROM THE RAILROAD STATION IN GERLACH, GO EAST
 LS0540'AND SOUTH ON HIGHWAY 447 FOR 0.83 KM (0.50 MI) TO A RAILROAD CROSSING.
 LS0540'CONTINUE AHEAD ON THE HIGHWAY FOR 60 M (196.8 FT) TO THE STATION ON
 LS0540'THE RIGHT. STATION MARK IS A DISK SET IN THE TOP OF A 30-CM ROUND
 LS0540'CONCRETE POST PROJECTING 5 CM ABOVE GROUND.  IT IS 58.2 M (190.9 FT)
 LS0540'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 15.2 M (49.9 FT)
 LS0540'SOUTHWEST OF, AND 1 M (3.3 FT) LOWER THAN THE HIGHWAY CENTER, 15.5 M
 LS0540'(50.9 FT) EAST OF THE CENTER OF A DIRT ROAD, 0.5 M (1.6 FT) NORTHWEST
 LS0540'OF A FIBERGLASS WITNESS POST, AND 0.6 M (2.0 FT) SOUTH OF A WOOD
 LS0540'WITNESS POST. DESCRIBED BY G.R.HEID
 LS0540
 LS0540                          STATION RECOVERY (2002)
 LS0540
 LS0540'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 LS0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0704 ***********************************************************************
 GS0704  DESIGNATION -  64 TJS
 GS0704  PID         -  GS0704
 GS0704  STATE/COUNTY-  NV/NYE
 GS0704  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0704
 GS0704                         *CURRENT SURVEY CONTROL
 GS0704  ___________________________________________________________________
 GS0704* NAD 83(1986)-  36 48 47.     (N)    116 24 19.     (W)     SCALED    
 GS0704* NAVD 88     -      1019.348  (meters)    3344.31   (feet)  ADJUSTED  
 GS0704  ___________________________________________________________________
 GS0704  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 GS0704  DYNAMIC HT  -        1018.271 (meters)    3340.78  (feet)  COMP
 GS0704  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 GS0704
 GS0704  VERT ORDER  -  FIRST     CLASS I
 GS0704
 GS0704.The horizontal coordinates were scaled from a topographic map and have
 GS0704.an estimated accuracy of +/- 6 seconds.
 GS0704
 GS0704.The orthometric height was determined by differential leveling
 GS0704.and adjusted by the National Geodetic Survey in May 2004..
 GS0704
 GS0704.The geoid height was determined by GEOID03.
 GS0704
 GS0704.The dynamic height is computed by dividing the NAVD 88
 GS0704.geopotential number by the normal gravity value computed on the
 GS0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0704.degrees latitude (g = 980.6199 gals.).
 GS0704
 GS0704.The modeled gravity was interpolated from observed gravity values.
 GS0704
 GS0704;                    North         East    Units  Estimated Accuracy
 GS0704;SPC NV C     - 6,228,920.      523,320.      MT  (+/- 180 meters Scaled)
 GS0704
 GS0704                          SUPERSEDED SURVEY CONTROL
 GS0704
 GS0704  NAVD 88 (??/??/92) 1019.348  (m)         3344.31   (f) UNKNOWN     3 0
 GS0704  NGVD 29 (05/01/91) 1018.472  (m)         3341.44   (f) ADJUSTED    1 1
 GS0704
 GS0704.Superseded values are not recommended for survey control.
 GS0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0704.See file dsdata.txt to determine how the superseded data were derived.
 GS0704
 GS0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA530742(NAD 83)
 GS0704_MARKER: DB = BENCH MARK DISK
 GS0704_SETTING: 0 = UNSPECIFIED SETTING
 GS0704_STAMPING: 64 TJS 1983
 GS0704_MARK LOGO: USGS  
 GS0704_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0704
 GS0704  HISTORY     - Date     Condition        Report By
 GS0704  HISTORY     - 1983     MONUMENTED       USGS
 GS0704  HISTORY     - 1986     GOOD             USGS
 GS0704  HISTORY     - 1988     GOOD             USGS
 GS0704  HISTORY     - 19910429 GOOD             USGS
 GS0704  HISTORY     - 19930211 GOOD             USGS
 GS0704  HISTORY     - 19950221 GOOD             USGS
 GS0704
 GS0704                          STATION DESCRIPTION
 GS0704
 GS0704'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0704'50.2 KM (31.20 MI) NW FROM MERCURY.
 GS0704'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0704'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0704'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0704'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0704'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0704'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED
 GS0704'0.7 MILES, 205 FEET WEST OF THE CENTERLINE OF THE ROAD.
 GS0704'THE MARK IS 4 FT  S FROM  A ROCK CAIRN
 GS0704
 GS0704                          STATION RECOVERY (1986)
 GS0704
 GS0704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0704'RECOVERED IN GOOD CONDITION.
 GS0704
 GS0704                          STATION RECOVERY (1988)
 GS0704
 GS0704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0704'RECOVERED IN GOOD CONDITION.
 GS0704
 GS0704                          STATION RECOVERY (1991)
 GS0704
 GS0704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0704'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0704'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0704'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0704'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0704'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0704'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED
 GS0704'0.7 MILE, 205 FEET WEST OF THE CENTERLINE OF THE ROAD.
 GS0704
 GS0704                          STATION RECOVERY (1993)
 GS0704
 GS0704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0704'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0704'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0704'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0704'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0704'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0704'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0704'TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED 0.7 MILE (1.1 KM), 205
 GS0704'FEET (62.5 M) WEST OF THE CENTERLINE OF THE ROAD.
 GS0704
 GS0704                          STATION RECOVERY (1995)
 GS0704
 GS0704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0704'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0088 ***********************************************************************
 KP0088  DESIGNATION -  6422
 KP0088  PID         -  KP0088
 KP0088  STATE/COUNTY-  NV/WHITE PINE
 KP0088  USGS QUAD   -  ELY (1978)
 KP0088
 KP0088                         *CURRENT SURVEY CONTROL
 KP0088  ___________________________________________________________________
 KP0088* NAD 83(1986)-  39 14 52.     (N)    114 53 20.     (W)     SCALED    
 KP0088* NAVD 88     -      1960.208  (meters)    6431.12   (feet)  ADJUSTED  
 KP0088  ___________________________________________________________________
 KP0088  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 KP0088  DYNAMIC HT  -        1958.102 (meters)    6424.21  (feet)  COMP
 KP0088  MODELED GRAV-     979,483.2   (mgal)                       NAVD 88
 KP0088
 KP0088  VERT ORDER  -  FIRST     CLASS II
 KP0088
 KP0088.The horizontal coordinates were scaled from a topographic map and have
 KP0088.an estimated accuracy of +/- 6 seconds.
 KP0088
 KP0088.The orthometric height was determined by differential leveling
 KP0088.and adjusted by the National Geodetic Survey in June 1991..
 KP0088
 KP0088.The geoid height was determined by GEOID03.
 KP0088
 KP0088.The dynamic height is computed by dividing the NAVD 88
 KP0088.geopotential number by the normal gravity value computed on the
 KP0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0088.degrees latitude (g = 980.6199 gals.).
 KP0088
 KP0088.The modeled gravity was interpolated from observed gravity values.
 KP0088
 KP0088;                    North         East    Units  Estimated Accuracy
 KP0088;SPC NV E     - 8,499,330.      259,940.      MT  (+/- 180 meters Scaled)
 KP0088
 KP0088                          SUPERSEDED SURVEY CONTROL
 KP0088
 KP0088  NGVD 29 (??/??/92) 1958.956  (m)         6427.01   (f) ADJ UNCH    1 2
 KP0088
 KP0088.Superseded values are not recommended for survey control.
 KP0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0088.See file dsdata.txt to determine how the superseded data were derived.
 KP0088
 KP0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD821463(NAD 83)
 KP0088_MARKER: DD = SURVEY DISK
 KP0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KP0088_STAMPING: 6427.008 RR
 KP0088_MARK LOGO: USGS  
 KP0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0088
 KP0088  HISTORY     - Date     Condition        Report By
 KP0088  HISTORY     - UNK      MONUMENTED       USGS
 KP0088  HISTORY     - 1933     GOOD             NGS
 KP0088  HISTORY     - 1934     GOOD             NGS
 KP0088  HISTORY     - 1984     SEE DESCRIPTION  NGS
 KP0088
 KP0088                          STATION DESCRIPTION
 KP0088
 KP0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KP0088'IN ELY.
 KP0088'AT ELY, WHITE PINE COUNTY, AT THE MAIN ENTRANCE TO THE COUNTY
 KP0088'COURTHOUSE, ON THE NORTH SIDE OF THE CONCRETE BLOCK BUILDING, IN THE
 KP0088'NORTH FACE OF THE POST ON THE EAST SIDE OF THE STEPS, AND ABOUT 9
 KP0088'INCHES HIGHER THAN THE TOP OF THE FIRST STEP.  A UNITED STATES
 KP0088'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6427.008 RR AND SET
 KP0088'VERTICALLY.
 KP0088
 KP0088                          STATION RECOVERY (1934)
 KP0088
 KP0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0088'RECOVERED IN GOOD CONDITION.
 KP0088
 KP0088                          STATION RECOVERY (1984)
 KP0088
 KP0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0088'RECOVERED IN GOOD CONDITION EXCEPT A CONCRETE STEP HAS BEEN FORMED
 KP0088'OVER TWO THIRDS OF THE DISK, BENCH MARK NOW IS INACCESSIBLE FOR
 KP0088'LEVELS, ALSO UNABLE TO READ THE STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0585 ***********************************************************************
 MT0585  DESIGNATION -  6467.6
 MT0585  PID         -  MT0585
 MT0585  STATE/COUNTY-  NV/ELKO
 MT0585  USGS QUAD   -  MERRITT MOUNTAIN (1986)
 MT0585
 MT0585                         *CURRENT SURVEY CONTROL
 MT0585  ___________________________________________________________________
 MT0585* NAD 83(1986)-  41 47 33.     (N)    115 48 14.     (W)     SCALED    
 MT0585* NAVD 88     -      1972.598  (meters)    6471.77   (feet)  ADJUSTED  
 MT0585  ___________________________________________________________________
 MT0585  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 MT0585  DYNAMIC HT  -        1971.024 (meters)    6466.60  (feet)  COMP
 MT0585  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 MT0585
 MT0585  VERT ORDER  -  SECOND    CLASS 0
 MT0585
 MT0585.The horizontal coordinates were scaled from a topographic map and have
 MT0585.an estimated accuracy of +/- 6 seconds.
 MT0585
 MT0585.The orthometric height was determined by differential leveling
 MT0585.and adjusted by the National Geodetic Survey in June 1991..
 MT0585
 MT0585.The geoid height was determined by GEOID03.
 MT0585
 MT0585.The dynamic height is computed by dividing the NAVD 88
 MT0585.geopotential number by the normal gravity value computed on the
 MT0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0585.degrees latitude (g = 980.6199 gals.).
 MT0585
 MT0585.The modeled gravity was interpolated from observed gravity values.
 MT0585
 MT0585;                    North         East    Units  Estimated Accuracy
 MT0585;SPC NV E     - 8,781,680.      181,670.      MT  (+/- 180 meters Scaled)
 MT0585
 MT0585                          SUPERSEDED SURVEY CONTROL
 MT0585
 MT0585  NGVD 29 (??/??/92) 1971.343  (m)         6467.65   (f) ADJ UNCH    2 0
 MT0585
 MT0585.Superseded values are not recommended for survey control.
 MT0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0585.See file dsdata.txt to determine how the superseded data were derived.
 MT0585
 MT0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG993274(NAD 83)
 MT0585_MARKER: Q = CHISELED SQUARE
 MT0585_SETTING: 80 = SET IN A BOULDER
 MT0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0585+STABILITY: SURFACE MOTION
 MT0585
 MT0585  HISTORY     - Date     Condition        Report By
 MT0585  HISTORY     - UNK      MONUMENTED       USGS
 MT0585  HISTORY     - 1951     GOOD             NGS
 MT0585
 MT0585                          STATION DESCRIPTION
 MT0585
 MT0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0585'11.4 MI E FROM MOUNTAIN CITY.
 MT0585'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0585'MOUNTAIN CITY, THENCE 10.4 MILES EAST ALONG A GRAVEL ROAD, 0.1 MILES
 MT0585'NORTHWEST OF A POWER LINE CROSSING THE ROAD, CUT INTO THE TOP OF A
 MT0585'LARGE BOULDER, 89 FEET WEST OF THE APPROXIMATE CENTER OF A DRAIN, 88.1
 MT0585'FEET NORTHWEST OF THE NORTH END OF A 24-INCH CORRUGATED METAL PIPE
 MT0585'CULVERT, 71 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT FOUR FEET
 MT0585'HIGHER THAN THE ROAD, AND MARKED WITH WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0364 ***********************************************************************
 JQ0364  DESIGNATION -  6469
 JQ0364  PID         -  JQ0364
 JQ0364  STATE/COUNTY-  NV/NYE
 JQ0364  USGS QUAD   -  PARADISE PEAK (1988)
 JQ0364
 JQ0364                         *CURRENT SURVEY CONTROL
 JQ0364  ___________________________________________________________________
 JQ0364* NAD 83(1986)-  38 45 24.     (N)    117 48 38.     (W)     SCALED    
 JQ0364* NAVD 88     -      1971.108  (meters)    6466.88   (feet)  ADJUSTED  
 JQ0364  ___________________________________________________________________
 JQ0364  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 JQ0364  DYNAMIC HT  -        1968.976 (meters)    6459.88  (feet)  COMP
 JQ0364  MODELED GRAV-     979,475.8   (mgal)                       NAVD 88
 JQ0364
 JQ0364  VERT ORDER  -  FIRST     CLASS II
 JQ0364
 JQ0364.The horizontal coordinates were scaled from a topographic map and have
 JQ0364.an estimated accuracy of +/- 6 seconds.
 JQ0364
 JQ0364.The orthometric height was determined by differential leveling
 JQ0364.and adjusted by the National Geodetic Survey in June 1991..
 JQ0364
 JQ0364.The geoid height was determined by GEOID03.
 JQ0364
 JQ0364.The dynamic height is computed by dividing the NAVD 88
 JQ0364.geopotential number by the normal gravity value computed on the
 JQ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0364.degrees latitude (g = 980.6199 gals.).
 JQ0364
 JQ0364.The modeled gravity was interpolated from observed gravity values.
 JQ0364
 JQ0364;                    North         East    Units  Estimated Accuracy
 JQ0364;SPC NV C     - 6,445,210.      400,580.      MT  (+/- 180 meters Scaled)
 JQ0364
 JQ0364                          SUPERSEDED SURVEY CONTROL
 JQ0364
 JQ0364  NGVD 29 (??/??/92) 1969.818  (m)         6462.64   (f) ADJ UNCH    1 2
 JQ0364
 JQ0364.Superseded values are not recommended for survey control.
 JQ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0364.See file dsdata.txt to determine how the superseded data were derived.
 JQ0364
 JQ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC295900(NAD 83)
 JQ0364_MARKER: DD = SURVEY DISK
 JQ0364_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JQ0364_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JQ0364_STAMPING: 6469 1907
 JQ0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0364
 JQ0364  HISTORY     - Date     Condition        Report By
 JQ0364  HISTORY     - 1907     MONUMENTED       USGS
 JQ0364  HISTORY     - 1934     GOOD             NGS
 JQ0364  HISTORY     - 1984     MARK NOT FOUND   USGS
 JQ0364
 JQ0364                          STATION DESCRIPTION
 JQ0364
 JQ0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0364'3.7 MI NE FROM GOLDYKE.
 JQ0364'3.7 MILES NORTHEAST ALONG THE ROAD TO IONE FROM GOLDYKE, NYE COUNTY,
 JQ0364'ON THE WEST SIDE OF A SMALL DRAW, AND 21 FEET SOUTH OF THE CENTERLINE
 JQ0364'OF THE ROAD.  A U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6469 1907
 JQ0364'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE ENCASED IN CONCRETE.
 JQ0364
 JQ0364                          STATION RECOVERY (1984)
 JQ0364
 JQ0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JQ0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0329 ***********************************************************************
 LR0329  DESIGNATION -  65
 LR0329  PID         -  LR0329
 LR0329  STATE/COUNTY-  NV/HUMBOLDT
 LR0329  USGS QUAD   -  GOLCONDA (1981)
 LR0329
 LR0329                         *CURRENT SURVEY CONTROL
 LR0329  ___________________________________________________________________
 LR0329* NAD 83(1986)-  40 55 51.     (N)    117 26 40.     (W)     SCALED    
 LR0329* NAVD 88     -      1379.113  (meters)    4524.64   (feet)  ADJUSTED  
 LR0329  ___________________________________________________________________
 LR0329  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 LR0329  DYNAMIC HT  -        1378.063 (meters)    4521.19  (feet)  COMP
 LR0329  MODELED GRAV-     979,815.2   (mgal)                       NAVD 88
 LR0329
 LR0329  VERT ORDER  -  FIRST     CLASS II
 LR0329
 LR0329.The horizontal coordinates were scaled from a topographic map and have
 LR0329.an estimated accuracy of +/- 6 seconds.
 LR0329
 LR0329.The orthometric height was determined by differential leveling
 LR0329.and adjusted by the National Geodetic Survey in June 1991..
 LR0329
 LR0329.The geoid height was determined by GEOID03.
 LR0329
 LR0329.The dynamic height is computed by dividing the NAVD 88
 LR0329.geopotential number by the normal gravity value computed on the
 LR0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0329.degrees latitude (g = 980.6199 gals.).
 LR0329
 LR0329.The modeled gravity was interpolated from observed gravity values.
 LR0329
 LR0329;                    North         East    Units  Estimated Accuracy
 LR0329;SPC NV W     - 4,686,590.      895,910.      MT  (+/- 180 meters Scaled)
 LR0329
 LR0329                          SUPERSEDED SURVEY CONTROL
 LR0329
 LR0329.No superseded survey control is available for this station.
 LR0329
 LR0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF625311(NAD 83)
 LR0329_MARKER: DD = SURVEY DISK
 LR0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0329_STAMPING: BM I-001-3 (2) 65
 LR0329_MARK LOGO: NVDH  
 LR0329_PROJECTION: PROJECTING 8 CENTIMETERS
 LR0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0329+STABILITY: SURFACE MOTION
 LR0329
 LR0329  HISTORY     - Date     Condition        Report By
 LR0329  HISTORY     - UNK      MONUMENTED       NVDH
 LR0329  HISTORY     - 1958     GOOD             NGS
 LR0329  HISTORY     - 1984     GOOD             NGS
 LR0329
 LR0329                          STATION DESCRIPTION
 LR0329
 LR0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0329'2.75 MI E FROM GOLCONDA.
 LR0329'2.4 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0329'THENCE 0.35 MILE SOUTH CROSS COUNTRY, 3.1 FEET NORTH OF A METAL
 LR0329'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 1 INCH ABOVE
 LR0329'GROUND SURFACE.
 LR0329
 LR0329                          STATION RECOVERY (1984)
 LR0329
 LR0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0329'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.5 KM
 LR0329'(2.85 MI) SOUTHEAST ALONG INTERSTATE 80 FROM THE MORRISON AVENUE
 LR0329'OVERPASS BRIDGE AT GOLCONDA, 0.16 KM (0.1 MI) SOUTHWEST OF MILEPOST
 LR0329'198, 143.2 METERS (470 FT) SOUTHWEST OF THE EAST BOUND HIGHWAY
 LR0329'CENTERLINE AND 82.3 METERS (270 FT) SOUTHWEST OF THE RIGHT OF WAY
 LR0329'FENCE.
 LR0329'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 LR0329'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0608 ***********************************************************************
 MU0608  DESIGNATION -  65 BKC
 MU0608  PID         -  MU0608
 MU0608  STATE/COUNTY-  NV/ELKO
 MU0608  USGS QUAD   -  BUTTON LAKE WELL (1973)
 MU0608
 MU0608                         *CURRENT SURVEY CONTROL
 MU0608  ___________________________________________________________________
 MU0608* NAD 83(1986)-  41 41 26.     (N)    116 58 22.     (W)     SCALED    
 MU0608* NAVD 88     -      1674.944  (meters)    5495.21   (feet)  POSTED    
 MU0608  ___________________________________________________________________
 MU0608  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 MU0608  DYNAMIC HT  -        1673.700 (meters)    5491.13  (feet)  COMP
 MU0608  MODELED GRAV-     979,819.1   (mgal)                       NAVD 88
 MU0608
 MU0608  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0608
 MU0608.The horizontal coordinates were scaled from a topographic map and have
 MU0608.an estimated accuracy of +/- 6 seconds.
 MU0608
 MU0608.The orthometric height was determined by differential leveling
 MU0608.and adjusted by the National Geodetic Survey in 1992..
 MU0608.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0608.rate of 0.0 thru 1.0 mm/km.
 MU0608
 MU0608.The geoid height was determined by GEOID03.
 MU0608
 MU0608.The dynamic height is computed by dividing the NAVD 88
 MU0608.geopotential number by the normal gravity value computed on the
 MU0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0608.degrees latitude (g = 980.6199 gals.).
 MU0608
 MU0608.The modeled gravity was interpolated from observed gravity values.
 MU0608
 MU0608;                    North         East    Units  Estimated Accuracy
 MU0608;SPC NV E     - 8,771,260.       84,340.      MT  (+/- 180 meters Scaled)
 MU0608
 MU0608                          SUPERSEDED SURVEY CONTROL
 MU0608
 MU0608.No superseded survey control is available for this station.
 MU0608
 MU0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG022154(NAD 83)
 MU0608_MARKER: DD = SURVEY DISK
 MU0608_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0608_SP_SET: COPPER-CLAD STEEL ROD
 MU0608_STAMPING: 65 BKC 1973 5492
 MU0608_MARK LOGO: USGS  
 MU0608_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0608+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0608
 MU0608  HISTORY     - Date     Condition        Report By
 MU0608  HISTORY     - 1973     MONUMENTED       USGS
 MU0608
 MU0608                          STATION DESCRIPTION
 MU0608
 MU0608'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0608'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0608'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0608'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 13.0 MILES NORTH ALONG ROAD,
 MU0608'1.7 MILES SOUTHEAST AND 16.8 MILES NORTH OF LITTLE HUMBOLDT RANCH, TO
 MU0608'A DIM ROAD NORTHWEST, 102 FEET SOUTH AND 23 FEET EAST OF A Y-ROAD, 1
 MU0608'FOOT SOUTHWEST OF A WITNESS POST, SET ON A COPPER-COATED ROD ENCASED
 MU0608'IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0645 ***********************************************************************
 JP0645  DESIGNATION -  65 DOR
 JP0645  PID         -  JP0645
 JP0645  STATE/COUNTY-  NV/LINCOLN
 JP0645  USGS QUAD   -  ATLANTA (1973)
 JP0645
 JP0645                         *CURRENT SURVEY CONTROL
 JP0645  ___________________________________________________________________
 JP0645* NAD 83(1986)-  38 26 27.     (N)    114 19 52.     (W)     SCALED    
 JP0645* NAVD 88     -      2083.059  (meters)    6834.17   (feet)  ADJUSTED  
 JP0645  ___________________________________________________________________
 JP0645  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 JP0645  DYNAMIC HT  -        2080.618 (meters)    6826.16  (feet)  COMP
 JP0645  MODELED GRAV-     979,382.8   (mgal)                       NAVD 88
 JP0645
 JP0645  VERT ORDER  -  SECOND    CLASS 0
 JP0645
 JP0645.The horizontal coordinates were scaled from a topographic map and have
 JP0645.an estimated accuracy of +/- 6 seconds.
 JP0645
 JP0645.The orthometric height was determined by differential leveling
 JP0645.and adjusted by the National Geodetic Survey in August 1995..
 JP0645
 JP0645.The geoid height was determined by GEOID03.
 JP0645
 JP0645.The dynamic height is computed by dividing the NAVD 88
 JP0645.geopotential number by the normal gravity value computed on the
 JP0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0645.degrees latitude (g = 980.6199 gals.).
 JP0645
 JP0645.The modeled gravity was interpolated from observed gravity values.
 JP0645
 JP0645;                    North         East    Units  Estimated Accuracy
 JP0645;SPC NV E     - 8,410,270.      309,320.      MT  (+/- 180 meters Scaled)
 JP0645
 JP0645                          SUPERSEDED SURVEY CONTROL
 JP0645
 JP0645.No superseded survey control is available for this station.
 JP0645
 JP0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC329581(NAD 83)
 JP0645_MARKER: DD = SURVEY DISK
 JP0645_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0645_SP_SET: COPPER-CLAD STEEL ROD
 JP0645_STAMPING: 65 DOR 1973 6830
 JP0645_MARK LOGO: USGS  
 JP0645_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0645
 JP0645  HISTORY     - Date     Condition        Report By
 JP0645  HISTORY     - 1973     MONUMENTED       USGS
 JP0645
 JP0645                          STATION DESCRIPTION
 JP0645
 JP0645'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0645'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0645'ROAD TO THE MAIN ROAD, THENCE 1.4 MILES SOUTHWEST ALONG THE MAIN ROAD
 JP0645'TO A Y-ROAD SOUTHEAST, THENCE 0.5 MILE SOUTHEAST, ABOUT 0.2 MILE EAST
 JP0645'OF THE MAIN ROAD, 50 FEET EAST OF AND 1 FOOT LOWER THAN THE
 JP0645'CENTERLINE OF THE ROAD, JUST NORTH OF A SMALL PILE OF GRAY CLAY
 JP0645'(PROBABLY FROM A DRILLING),  A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0645'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1468 ***********************************************************************
 KR1468  DESIGNATION -  65 HJH
 KR1468  PID         -  KR1468
 KR1468  STATE/COUNTY-  NV/WASHOE
 KR1468  USGS QUAD   -  NIXON NW (1985)
 KR1468
 KR1468                         *CURRENT SURVEY CONTROL
 KR1468  ___________________________________________________________________
 KR1468* NAD 83(1986)-  39 55 17.     (N)    119 22 45.     (W)     SCALED    
 KR1468* NAVD 88     -      1311.079  (meters)    4301.43   (feet)  ADJUSTED  
 KR1468  ___________________________________________________________________
 KR1468  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 KR1468  DYNAMIC HT  -        1310.018 (meters)    4297.95  (feet)  COMP
 KR1468  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 KR1468
 KR1468  VERT ORDER  -  SECOND    CLASS 0
 KR1468
 KR1468.The horizontal coordinates were scaled from a topographic map and have
 KR1468.an estimated accuracy of +/- 6 seconds.
 KR1468
 KR1468.The orthometric height was determined by differential leveling
 KR1468.and adjusted by the National Geodetic Survey in June 1991..
 KR1468
 KR1468.The geoid height was determined by GEOID03.
 KR1468
 KR1468.The dynamic height is computed by dividing the NAVD 88
 KR1468.geopotential number by the normal gravity value computed on the
 KR1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1468.degrees latitude (g = 980.6199 gals.).
 KR1468
 KR1468.The modeled gravity was interpolated from observed gravity values.
 KR1468
 KR1468;                    North         East    Units  Estimated Accuracy
 KR1468;SPC NV W     - 4,574,190.      731,970.      MT  (+/- 180 meters Scaled)
 KR1468
 KR1468                          SUPERSEDED SURVEY CONTROL
 KR1468
 KR1468.No superseded survey control is available for this station.
 KR1468
 KR1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE966217(NAD 83)
 KR1468_MARKER: DB = BENCH MARK DISK
 KR1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1468_SP_SET: CONCRETE POST
 KR1468_STAMPING: 65 HJH 1962 4298
 KR1468_MARK LOGO: USGS  
 KR1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1468+STABILITY: SURFACE MOTION
 KR1468
 KR1468  HISTORY     - Date     Condition        Report By
 KR1468  HISTORY     - 1962     MONUMENTED       USGS
 KR1468
 KR1468                          STATION DESCRIPTION
 KR1468
 KR1468'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1468'11.9 KM (7.40 MI) NORTH FROM NIXON.
 KR1468'7.4 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34 TO DUCK RIDGE, THENCE
 KR1468'LEAVE THE ROAD AND HIKE UP THE RIDGE TO THE HIGHEST POINT
 KR1468'(ABOUT 200  YARDS).
 KR1468'THE MARK IS 6.0 FT  S FROM  A SMALL CAIRN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0705 ***********************************************************************
 GS0705  DESIGNATION -  65 TJS
 GS0705  PID         -  GS0705
 GS0705  STATE/COUNTY-  NV/NYE
 GS0705  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0705
 GS0705                         *CURRENT SURVEY CONTROL
 GS0705  ___________________________________________________________________
 GS0705* NAD 83(1986)-  36 48 59.     (N)    116 24 13.     (W)     SCALED    
 GS0705* NAVD 88     -      1025.424  (meters)    3364.25   (feet)  ADJUSTED  
 GS0705  ___________________________________________________________________
 GS0705  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GS0705  DYNAMIC HT  -        1024.340 (meters)    3360.69  (feet)  COMP
 GS0705  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 GS0705
 GS0705  VERT ORDER  -  FIRST     CLASS I
 GS0705
 GS0705.The horizontal coordinates were scaled from a topographic map and have
 GS0705.an estimated accuracy of +/- 6 seconds.
 GS0705
 GS0705.The orthometric height was determined by differential leveling
 GS0705.and adjusted by the National Geodetic Survey in May 2004..
 GS0705
 GS0705.The geoid height was determined by GEOID03.
 GS0705
 GS0705.The dynamic height is computed by dividing the NAVD 88
 GS0705.geopotential number by the normal gravity value computed on the
 GS0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0705.degrees latitude (g = 980.6199 gals.).
 GS0705
 GS0705.The modeled gravity was interpolated from observed gravity values.
 GS0705
 GS0705;                    North         East    Units  Estimated Accuracy
 GS0705;SPC NV C     - 6,229,290.      523,470.      MT  (+/- 180 meters Scaled)
 GS0705
 GS0705                          SUPERSEDED SURVEY CONTROL
 GS0705
 GS0705  NAVD 88 (??/??/92) 1025.424  (m)         3364.25   (f) UNKNOWN     3 0
 GS0705  NGVD 29 (05/01/91) 1024.547  (m)         3361.37   (f) ADJUSTED    1 1
 GS0705
 GS0705.Superseded values are not recommended for survey control.
 GS0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0705.See file dsdata.txt to determine how the superseded data were derived.
 GS0705
 GS0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA531746(NAD 83)
 GS0705_MARKER: DB = BENCH MARK DISK
 GS0705_SETTING: 0 = UNSPECIFIED SETTING
 GS0705_STAMPING: 65 TJS 1983
 GS0705_MARK LOGO: USGS  
 GS0705_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0705
 GS0705  HISTORY     - Date     Condition        Report By
 GS0705  HISTORY     - 1983     MONUMENTED       USGS
 GS0705  HISTORY     - 1986     GOOD             USGS
 GS0705  HISTORY     - 1988     GOOD             USGS
 GS0705  HISTORY     - 19910429 GOOD             USGS
 GS0705  HISTORY     - 19930211 GOOD             USGS
 GS0705  HISTORY     - 19950221 GOOD             USGS
 GS0705
 GS0705                          STATION DESCRIPTION
 GS0705
 GS0705'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0705'49.7 KM (30.90 MI) NW FROM MERCURY.
 GS0705'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0705'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0705'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0705'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0705'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0705'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED
 GS0705'0.3 MILES, 330 FEET WEST OF THE CENTERLINE OF THE ROAD.
 GS0705'THE MARK IS 8 FT  S FROM  A ROCK CAIRN
 GS0705
 GS0705                          STATION RECOVERY (1986)
 GS0705
 GS0705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0705'RECOVERED IN GOOD CONDITION.
 GS0705
 GS0705                          STATION RECOVERY (1988)
 GS0705
 GS0705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0705'RECOVERED IN GOOD CONDITION.
 GS0705
 GS0705                          STATION RECOVERY (1991)
 GS0705
 GS0705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0705'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0705'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0705'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0705'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0705'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0705'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED
 GS0705'0.3 MILES, 330 FEET WEST OF THE CENTERLINE OF THE ROAD.
 GS0705
 GS0705                          STATION RECOVERY (1993)
 GS0705
 GS0705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0705'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0705'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0705'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0705'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0705'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0705'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0705'TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED 0.3 MILES (0.5 KM), 330
 GS0705'FEET (100.6 M) WEST OF THE CENTERLINE OF THE ROAD.
 GS0705
 GS0705                          STATION RECOVERY (1995)
 GS0705
 GS0705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0705'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0330 ***********************************************************************
 LR0330  DESIGNATION -  66
 LR0330  PID         -  LR0330
 LR0330  STATE/COUNTY-  NV/HUMBOLDT
 LR0330  USGS QUAD   -  GOLCONDA (1981)
 LR0330
 LR0330                         *CURRENT SURVEY CONTROL
 LR0330  ___________________________________________________________________
 LR0330* NAD 83(1986)-  40 55 39.     (N)    117 26 10.     (W)     SCALED    
 LR0330* NAVD 88     -      1408.310  (meters)    4620.43   (feet)  ADJUSTED  
 LR0330  ___________________________________________________________________
 LR0330  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 LR0330  DYNAMIC HT  -        1407.233 (meters)    4616.90  (feet)  COMP
 LR0330  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 LR0330
 LR0330  VERT ORDER  -  FIRST     CLASS II
 LR0330
 LR0330.The horizontal coordinates were scaled from a topographic map and have
 LR0330.an estimated accuracy of +/- 6 seconds.
 LR0330
 LR0330.The orthometric height was determined by differential leveling
 LR0330.and adjusted by the National Geodetic Survey in June 1991..
 LR0330
 LR0330.The geoid height was determined by GEOID03.
 LR0330
 LR0330.The dynamic height is computed by dividing the NAVD 88
 LR0330.geopotential number by the normal gravity value computed on the
 LR0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0330.degrees latitude (g = 980.6199 gals.).
 LR0330
 LR0330.The modeled gravity was interpolated from observed gravity values.
 LR0330
 LR0330;                    North         East    Units  Estimated Accuracy
 LR0330;SPC NV W     - 4,686,230.      896,620.      MT  (+/- 180 meters Scaled)
 LR0330
 LR0330                          SUPERSEDED SURVEY CONTROL
 LR0330
 LR0330.No superseded survey control is available for this station.
 LR0330
 LR0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF632308(NAD 83)
 LR0330_MARKER: DD = SURVEY DISK
 LR0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0330_STAMPING: BM I-001-3 (2) 66
 LR0330_MARK LOGO: NVDH  
 LR0330_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0330+STABILITY: SURFACE MOTION
 LR0330
 LR0330  HISTORY     - Date     Condition        Report By
 LR0330  HISTORY     - UNK      MONUMENTED       NVDH
 LR0330  HISTORY     - 1958     GOOD             NGS
 LR0330  HISTORY     - 1984     GOOD             NGS
 LR0330
 LR0330                          STATION DESCRIPTION
 LR0330
 LR0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0330'3.25 MI E FROM GOLCONDA.
 LR0330'2.85 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0330'THENCE 0.4 MILE SOUTH CROSS COUNTRY, 3.6 FEET NORTH OF A METAL WITNESS
 LR0330'POST, SET IN A ROUND CONCRETE POST PROJECTING 1 INCH ABOVE GROUND
 LR0330'SURFACE.
 LR0330
 LR0330                          STATION RECOVERY (1984)
 LR0330
 LR0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0330'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.35 KM
 LR0330'(3.35 MI) SOUTHEAST ALONG INTERSTATE 80 FROM THE MORRISON AVENUE
 LR0330'OVERPASS BRIDGE AT GOLCONDA, THENCE 0.15 KM (0.1 MI) SOUTHWEST ACROSS
 LR0330'COUNTRY, 0.73 KM (0.45 MI) SOUTHEAST OF MILEPOST 197, 1.0 METER
 LR0330'(3.5 FT) NORTHEAST OF A STEEL POST.
 LR0330'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 LR0330'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0609 ***********************************************************************
 MU0609  DESIGNATION -  66 BKC
 MU0609  PID         -  MU0609
 MU0609  STATE/COUNTY-  NV/ELKO
 MU0609  USGS QUAD   -  BUTTON LAKE WELL (1973)
 MU0609
 MU0609                         *CURRENT SURVEY CONTROL
 MU0609  ___________________________________________________________________
 MU0609* NAD 83(1986)-  41 42 09.     (N)    116 58 26.     (W)     SCALED    
 MU0609* NAVD 88     -      1686.019  (meters)    5531.55   (feet)  POSTED    
 MU0609  ___________________________________________________________________
 MU0609  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 MU0609  DYNAMIC HT  -        1684.770 (meters)    5527.45  (feet)  COMP
 MU0609  MODELED GRAV-     979,820.5   (mgal)                       NAVD 88
 MU0609
 MU0609  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0609
 MU0609.The horizontal coordinates were scaled from a topographic map and have
 MU0609.an estimated accuracy of +/- 6 seconds.
 MU0609
 MU0609.The orthometric height was determined by differential leveling
 MU0609.and adjusted by the National Geodetic Survey in 1992..
 MU0609.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0609.rate of 1.1 thru 2.0 mm/km.
 MU0609
 MU0609.The geoid height was determined by GEOID03.
 MU0609
 MU0609.The dynamic height is computed by dividing the NAVD 88
 MU0609.geopotential number by the normal gravity value computed on the
 MU0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0609.degrees latitude (g = 980.6199 gals.).
 MU0609
 MU0609.The modeled gravity was interpolated from observed gravity values.
 MU0609
 MU0609;                    North         East    Units  Estimated Accuracy
 MU0609;SPC NV E     - 8,772,590.       84,270.      MT  (+/- 180 meters Scaled)
 MU0609
 MU0609                          SUPERSEDED SURVEY CONTROL
 MU0609
 MU0609.No superseded survey control is available for this station.
 MU0609
 MU0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG021167(NAD 83)
 MU0609_MARKER: DD = SURVEY DISK
 MU0609_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0609_SP_SET: COPPER-CLAD STEEL ROD
 MU0609_STAMPING: 66 BKC 1973 5528
 MU0609_MARK LOGO: USGS  
 MU0609_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0609+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0609
 MU0609  HISTORY     - Date     Condition        Report By
 MU0609  HISTORY     - 1973     MONUMENTED       USGS
 MU0609
 MU0609                          STATION DESCRIPTION
 MU0609
 MU0609'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0609'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0609'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0609'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 13.9 MILES NORTH ALONG ROAD,
 MU0609'1.7 MILES SOUTHEAST AND 17.6 MILES NORTH OF LITTLE HUMBOLDT RANCH, 52
 MU0609'FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A CAIRN, SET
 MU0609'ON A COPPER-COATED ROD ENCASED IN A 6-INCH PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0646 ***********************************************************************
 JP0646  DESIGNATION -  66 DOR
 JP0646  PID         -  JP0646
 JP0646  STATE/COUNTY-  NV/LINCOLN
 JP0646  USGS QUAD   -  ATLANTA (1973)
 JP0646
 JP0646                         *CURRENT SURVEY CONTROL
 JP0646  ___________________________________________________________________
 JP0646* NAD 83(1986)-  38 25 42.     (N)    114 20 21.     (W)     SCALED    
 JP0646* NAVD 88     -      2111.194  (meters)    6926.48   (feet)  ADJUSTED  
 JP0646  ___________________________________________________________________
 JP0646  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 JP0646  DYNAMIC HT  -        2108.706 (meters)    6918.31  (feet)  COMP
 JP0646  MODELED GRAV-     979,375.1   (mgal)                       NAVD 88
 JP0646
 JP0646  VERT ORDER  -  SECOND    CLASS 0
 JP0646
 JP0646.The horizontal coordinates were scaled from a topographic map and have
 JP0646.an estimated accuracy of +/- 6 seconds.
 JP0646
 JP0646.The orthometric height was determined by differential leveling
 JP0646.and adjusted by the National Geodetic Survey in August 1995..
 JP0646
 JP0646.The geoid height was determined by GEOID03.
 JP0646
 JP0646.The dynamic height is computed by dividing the NAVD 88
 JP0646.geopotential number by the normal gravity value computed on the
 JP0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0646.degrees latitude (g = 980.6199 gals.).
 JP0646
 JP0646.The modeled gravity was interpolated from observed gravity values.
 JP0646
 JP0646;                    North         East    Units  Estimated Accuracy
 JP0646;SPC NV E     - 8,408,880.      308,630.      MT  (+/- 180 meters Scaled)
 JP0646
 JP0646                          SUPERSEDED SURVEY CONTROL
 JP0646
 JP0646.No superseded survey control is available for this station.
 JP0646
 JP0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC322566(NAD 83)
 JP0646_MARKER: DD = SURVEY DISK
 JP0646_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0646_SP_SET: COPPER-CLAD STEEL ROD
 JP0646_STAMPING: 66 DOR 1973 6922
 JP0646_MARK LOGO: USGS  
 JP0646_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0646
 JP0646  HISTORY     - Date     Condition        Report By
 JP0646  HISTORY     - 1973     MONUMENTED       USGS
 JP0646
 JP0646                          STATION DESCRIPTION
 JP0646
 JP0646'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0646'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0646'ROAD TO THE MAIN ROAD, THENCE 2.9 MILES SOUTHWEST ALONG THE MAIN ROAD
 JP0646'TO A Y-ROAD JUNCTION, 475 FEET NORTH OF THE Y-ROAD JUNCTION, ABOUT 70
 JP0646'FEET EAST OF AND 16 FEET LOWER THAN THE CENTERLINE OF THE ROAD, 24
 JP0646'FEET WEST OF THE CENTERLINE OF A ROAD,  A 5/8 INCH COPPER COATED ROD
 JP0646'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0639 ***********************************************************************
 MU0639  DESIGNATION -  66 HEI
 MU0639  PID         -  MU0639
 MU0639  STATE/COUNTY-  NV/HUMBOLDT
 MU0639  USGS QUAD   -  RED HOUSE FLAT EAST (1980)
 MU0639
 MU0639                         *CURRENT SURVEY CONTROL
 MU0639  ___________________________________________________________________
 MU0639* NAD 83(1986)-  41 06 50.     (N)    117 08 40.     (W)     SCALED    
 MU0639* NAVD 88     -      1377.790  (meters)    4520.30   (feet)  POSTED    
 MU0639  ___________________________________________________________________
 MU0639  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 MU0639  DYNAMIC HT  -        1376.760 (meters)    4516.92  (feet)  COMP
 MU0639  MODELED GRAV-     979,828.8   (mgal)                       NAVD 88
 MU0639
 MU0639  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0639
 MU0639.The horizontal coordinates were scaled from a topographic map and have
 MU0639.an estimated accuracy of +/- 6 seconds.
 MU0639
 MU0639.The orthometric height was determined by differential leveling
 MU0639.and adjusted by the National Geodetic Survey in 1992..
 MU0639.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0639.rate of 0.0 thru 1.0 mm/km.
 MU0639
 MU0639.The geoid height was determined by GEOID03.
 MU0639
 MU0639.The dynamic height is computed by dividing the NAVD 88
 MU0639.geopotential number by the normal gravity value computed on the
 MU0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0639.degrees latitude (g = 980.6199 gals.).
 MU0639
 MU0639.The modeled gravity was interpolated from observed gravity values.
 MU0639
 MU0639;                    North         East    Units  Estimated Accuracy
 MU0639;SPC NV W     - 4,707,290.      920,840.      MT  (+/- 180 meters Scaled)
 MU0639
 MU0639                          SUPERSEDED SURVEY CONTROL
 MU0639
 MU0639  NGVD 29 (??/??/92) 1376.79   (m)         4517.0    (f) COMPUTED    2 0
 MU0639
 MU0639.Superseded values are not recommended for survey control.
 MU0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0639.See file dsdata.txt to determine how the superseded data were derived.
 MU0639
 MU0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF878514(NAD 83)
 MU0639_MARKER: DD = SURVEY DISK
 MU0639_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0639_SP_SET: COPPER-CLAD STEEL ROD
 MU0639_STAMPING: 66 HEI 1974 4517
 MU0639_MARK LOGO: USGS  
 MU0639_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0639+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0639
 MU0639  HISTORY     - Date     Condition        Report By
 MU0639  HISTORY     - 1974     MONUMENTED       USGS
 MU0639
 MU0639                          STATION DESCRIPTION
 MU0639
 MU0639'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0639'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0639'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, 75 FEET
 MU0639'NORTH OF THE CENTERLINE OF THE HIGHWAY, 36 FEET WEST AND 0.2 FEET
 MU0639'LOWER THAN A DIRT ROAD NORTH, ALONGSIDE A SMALL CAIRN, A COPPER-
 MU0639'COATED ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0706 ***********************************************************************
 GS0706  DESIGNATION -  66 TJS
 GS0706  PID         -  GS0706
 GS0706  STATE/COUNTY-  NV/NYE
 GS0706  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0706
 GS0706                         *CURRENT SURVEY CONTROL
 GS0706  ___________________________________________________________________
 GS0706* NAD 83(1986)-  36 49 13.     (N)    116 24 08.     (W)     SCALED    
 GS0706* NAVD 88     -      1030.962  (meters)    3382.41   (feet)  ADJUSTED  
 GS0706  ___________________________________________________________________
 GS0706  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GS0706  DYNAMIC HT  -        1029.869 (meters)    3378.83  (feet)  COMP
 GS0706  MODELED GRAV-     979,536.3   (mgal)                       NAVD 88
 GS0706
 GS0706  VERT ORDER  -  FIRST     CLASS I
 GS0706
 GS0706.The horizontal coordinates were scaled from a topographic map and have
 GS0706.an estimated accuracy of +/- 6 seconds.
 GS0706
 GS0706.The orthometric height was determined by differential leveling
 GS0706.and adjusted by the National Geodetic Survey in May 2004..
 GS0706
 GS0706.The geoid height was determined by GEOID03.
 GS0706
 GS0706.The dynamic height is computed by dividing the NAVD 88
 GS0706.geopotential number by the normal gravity value computed on the
 GS0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0706.degrees latitude (g = 980.6199 gals.).
 GS0706
 GS0706.The modeled gravity was interpolated from observed gravity values.
 GS0706
 GS0706;                    North         East    Units  Estimated Accuracy
 GS0706;SPC NV C     - 6,229,720.      523,590.      MT  (+/- 180 meters Scaled)
 GS0706
 GS0706                          SUPERSEDED SURVEY CONTROL
 GS0706
 GS0706  NAVD 88 (??/??/92) 1030.962  (m)         3382.41   (f) UNKNOWN     3 0
 GS0706  NGVD 29 (05/01/91) 1030.081  (m)         3379.52   (f) ADJUSTED    1 1
 GS0706
 GS0706.Superseded values are not recommended for survey control.
 GS0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0706.See file dsdata.txt to determine how the superseded data were derived.
 GS0706
 GS0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA533751(NAD 83)
 GS0706_MARKER: DB = BENCH MARK DISK
 GS0706_SETTING: 0 = UNSPECIFIED SETTING
 GS0706_STAMPING: 66 TJS 1983
 GS0706_MARK LOGO: USGS  
 GS0706_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0706
 GS0706  HISTORY     - Date     Condition        Report By
 GS0706  HISTORY     - 1983     MONUMENTED       USGS
 GS0706  HISTORY     - 1986     GOOD             USGS
 GS0706  HISTORY     - 1988     GOOD             USGS
 GS0706  HISTORY     - 19910429 GOOD             USGS
 GS0706  HISTORY     - 19930211 GOOD             USGS
 GS0706  HISTORY     - 19950221 GOOD             USGS
 GS0706
 GS0706                          STATION DESCRIPTION
 GS0706
 GS0706'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0706'49.2 KM (30.60 MI) NW FROM MERCURY.
 GS0706'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0706'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0706'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0706'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0706'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0706'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED
 GS0706'0.1 MILES TO THE TOP OF THE EMBANKMENT OF THE WASH, 265 FEET WEST OF
 GS0706'THE CENTERLINE OF THE ROAD.
 GS0706'THE MARK IS 7 FT  S FROM  A ROCK CAIRN
 GS0706
 GS0706                          STATION RECOVERY (1986)
 GS0706
 GS0706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0706'RECOVERED IN GOOD CONDITION.
 GS0706
 GS0706                          STATION RECOVERY (1988)
 GS0706
 GS0706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0706'RECOVERED IN GOOD CONDITION.
 GS0706
 GS0706                          STATION RECOVERY (1991)
 GS0706
 GS0706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0706'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0706'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0706'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0706'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0706'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST
 GS0706'EDGE OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED
 GS0706'0.1 MILE TO THE TOP OF THE EMBANKMENT OF THE WASH, 265 FEET WEST OF
 GS0706'THE CENTERLINE OF THE ROAD.
 GS0706
 GS0706                          STATION RECOVERY (1993)
 GS0706
 GS0706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0706'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0706'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0706'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0706'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0706'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0706'PROCEEDING 7.9 MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH,
 GS0706'TURN SOUTH ONTO A GRAVEL ROAD AND PROCEED 0.1 MILE (0.2 KM) TO THE
 GS0706'TOP OF THE EMBANKMENT OF THE WASH, 265 FEET (80.8 M) WEST OF THE
 GS0706'CENTERLINE OF THE ROAD.
 GS0706
 GS0706                          STATION RECOVERY (1995)
 GS0706
 GS0706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0706'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0004 ***********************************************************************
 JR0004  DESIGNATION -  6606
 JR0004  PID         -  JR0004
 JR0004  STATE/COUNTY-  NV/MINERAL
 JR0004  USGS QUAD   -  LUCKY BOY (1989)
 JR0004
 JR0004                         *CURRENT SURVEY CONTROL
 JR0004  ___________________________________________________________________
 JR0004* NAD 83(1986)-  38 27 12.     (N)    118 41 09.     (W)     SCALED    
 JR0004* NAVD 88     -      2012.75   (+/-2cm)    6603.5    (feet)  VERTCON   
 JR0004  ___________________________________________________________________
 JR0004  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 JR0004
 JR0004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0004
 JR0004.The horizontal coordinates were scaled from a topographic map and have
 JR0004.an estimated accuracy of +/- 6 seconds.
 JR0004
 JR0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0004.The vertical order pertains to the NGVD 29 superseded value.
 JR0004
 JR0004.The geoid height was determined by GEOID03.
 JR0004
 JR0004;                    North         East    Units  Estimated Accuracy
 JR0004;SPC NV W     - 4,410,920.      791,050.      MT  (+/- 180 meters Scaled)
 JR0004
 JR0004                          SUPERSEDED SURVEY CONTROL
 JR0004
 JR0004  NGVD 29 (??/??/92) 2011.487  (m)         6599.35   (f) ADJ UNCH    2 0
 JR0004
 JR0004.Superseded values are not recommended for survey control.
 JR0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0004.See file dsdata.txt to determine how the superseded data were derived.
 JR0004
 JR0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC528574(NAD 83)
 JR0004_MARKER: P = PIPE CAP
 JR0004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0004_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0004_STAMPING: 6606
 JR0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0004
 JR0004  HISTORY     - Date     Condition        Report By
 JR0004  HISTORY     - UNK      MONUMENTED       USGS
 JR0004  HISTORY     - 1940     GOOD             NGS
 JR0004  HISTORY     - 19840501 GOOD             USGS
 JR0004
 JR0004                          STATION DESCRIPTION
 JR0004
 JR0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0004'7.4 MI SW FROM HAWTHORNE.
 JR0004'7.4 MILES SOUTHWEST ALONG THE ROAD LEADING TO BRIDGEPORT,
 JR0004'CALIFORNIA, FROM HAWTHORNE, MINERAL COUNTY, AT SUMMIT WATER CO.
 JR0004'RESERVOIR NO. 1, 180 FEET NORTHEAST OF THE CENTERLINE OF THE
 JR0004'MAIN ROAD, 60 FEET EAST OF THE CENTERLINE OF A SIDE ROAD, AND 12
 JR0004'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RESERVOIR.  A
 JR0004'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6606 AND
 JR0004'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 JR0004
 JR0004                          STATION RECOVERY (1984)
 JR0004
 JR0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JEB)
 JR0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0114 ***********************************************************************
 JQ0114  DESIGNATION -  6647.1
 JQ0114  PID         -  JQ0114
 JQ0114  STATE/COUNTY-  NV/NYE
 JQ0114  USGS QUAD   -  MANHATTAN (1971)
 JQ0114
 JQ0114                         *CURRENT SURVEY CONTROL
 JQ0114  ___________________________________________________________________
 JQ0114* NAD 83(1986)-  38 32 34.     (N)    117 05 19.     (W)     SCALED    
 JQ0114* NAVD 88     -      2026.04   (+/-2cm)    6647.1    (feet)  VERTCON   
 JQ0114  ___________________________________________________________________
 JQ0114  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 JQ0114
 JQ0114  VERT ORDER  -  ? (See Below)
 JQ0114
 JQ0114.The horizontal coordinates were scaled from a topographic map and have
 JQ0114.an estimated accuracy of +/- 6 seconds.
 JQ0114
 JQ0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0114.The vertical order pertains to the NGVD 29 superseded value.
 JQ0114
 JQ0114.The geoid height was determined by GEOID03.
 JQ0114
 JQ0114;                    North         East    Units  Estimated Accuracy
 JQ0114;SPC NV C     - 6,420,930.      463,220.      MT  (+/- 180 meters Scaled)
 JQ0114
 JQ0114                          SUPERSEDED SURVEY CONTROL
 JQ0114
 JQ0114  NGVD 29 (??/??/92) 2024.721  (m)         6642.77   (f) ADJ UNCH    ?  
 JQ0114
 JQ0114.Superseded values are not recommended for survey control.
 JQ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0114.See file dsdata.txt to determine how the superseded data were derived.
 JQ0114
 JQ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC922660(NAD 83)
 JQ0114_MARKER: S = SPIKE
 JQ0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JQ0114_SP_SET: POLE BASE
 JQ0114_STAMPING: U.S. 6647.1 B.M. 6642.57
 JQ0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0114
 JQ0114  HISTORY     - Date     Condition        Report By
 JQ0114  HISTORY     - UNK      MONUMENTED       USGS
 JQ0114  HISTORY     - 1934     GOOD             NGS
 JQ0114  HISTORY     - 1967     MARK NOT FOUND   USGS
 JQ0114
 JQ0114                          STATION DESCRIPTION
 JQ0114
 JQ0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0114'1.6 MI W FROM MANHATTAN.
 JQ0114'1.6 MILES WEST OF MANHATTAN SCHOOLHOUSE ALONG ROAD TO SMOKY VALLEY.
 JQ0114'MANHATTAN, 2.0 MI. W. OF, 250 FT. E. OF BUILDING, 45 FT. S. OF RD., IN
 JQ0114'BASE OF TRANSMISSION POLE C 23.  R.R. SPIKE, PAINTED U.S. 6647.1 B.M.
 JQ0114'6642.57 ON POLE.
 JQ0114
 JQ0114                          STATION RECOVERY (1967)
 JQ0114
 JQ0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JQ0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0335 ***********************************************************************
 JQ0335  DESIGNATION -  6672
 JQ0335  PID         -  JQ0335
 JQ0335  STATE/COUNTY-  NV/MINERAL
 JQ0335  USGS QUAD   -  SIMON (1979)
 JQ0335
 JQ0335                         *CURRENT SURVEY CONTROL
 JQ0335  ___________________________________________________________________
 JQ0335* NAD 83(1986)-  38 31 59.     (N)    117 46 33.     (W)     SCALED    
 JQ0335* NAVD 88     -      2033.123  (meters)    6670.34   (feet)  ADJUSTED  
 JQ0335  ___________________________________________________________________
 JQ0335  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 JQ0335  DYNAMIC HT  -        2030.874 (meters)    6662.96  (feet)  COMP
 JQ0335  MODELED GRAV-     979,449.1   (mgal)                       NAVD 88
 JQ0335
 JQ0335  VERT ORDER  -  FIRST     CLASS II
 JQ0335
 JQ0335.The horizontal coordinates were scaled from a topographic map and have
 JQ0335.an estimated accuracy of +/- 6 seconds.
 JQ0335
 JQ0335.The orthometric height was determined by differential leveling
 JQ0335.and adjusted by the National Geodetic Survey in June 1991..
 JQ0335
 JQ0335.The geoid height was determined by GEOID03.
 JQ0335
 JQ0335.The dynamic height is computed by dividing the NAVD 88
 JQ0335.geopotential number by the normal gravity value computed on the
 JQ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0335.degrees latitude (g = 980.6199 gals.).
 JQ0335
 JQ0335.The modeled gravity was interpolated from observed gravity values.
 JQ0335
 JQ0335;                    North         East    Units  Estimated Accuracy
 JQ0335;SPC NV W     - 4,420,080.      870,400.      MT  (+/- 180 meters Scaled)
 JQ0335
 JQ0335                          SUPERSEDED SURVEY CONTROL
 JQ0335
 JQ0335  NGVD 29 (??/??/92) 2031.839  (m)         6666.13   (f) ADJ UNCH    1 2
 JQ0335
 JQ0335.Superseded values are not recommended for survey control.
 JQ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0335.See file dsdata.txt to determine how the superseded data were derived.
 JQ0335
 JQ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC323652(NAD 83)
 JQ0335_MARKER: DD = SURVEY DISK
 JQ0335_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0335_SP_SET: LIMESTONE LEDGE
 JQ0335_STAMPING: 6672 1907
 JQ0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0335+STABILITY: POSITION/ELEVATION WELL
 JQ0335
 JQ0335  HISTORY     - Date     Condition        Report By
 JQ0335  HISTORY     - 1907     MONUMENTED       USGS
 JQ0335  HISTORY     - 1934     GOOD             NGS
 JQ0335
 JQ0335                          STATION DESCRIPTION
 JQ0335
 JQ0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0335'23.1 MI NE FROM MINA.
 JQ0335'23.1 MILES NORTHEAST ALONG THE ROAD TO CLOVERDALE RANCH FROM MINA,
 JQ0335'MINERAL COUNTY, 120 FEET WEST OF THE INTERSECTION OF A ROAD LEADING
 JQ0335'NORTH TO WARRIOR MINE, 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 JQ0335'AND IN THE TOP OF A SHELF OF A LARGE LIMESTONE LEDGE.  A U.S.
 JQ0335'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6672 1907.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0331 ***********************************************************************
 LR0331  DESIGNATION -  67
 LR0331  PID         -  LR0331
 LR0331  STATE/COUNTY-  NV/HUMBOLDT
 LR0331  USGS QUAD   -  GOLCONDA (1981)
 LR0331
 LR0331                         *CURRENT SURVEY CONTROL
 LR0331  ___________________________________________________________________
 LR0331* NAD 83(1994)-  40 55 27.31119(N)    117 25 42.74851(W)     ADJUSTED  
 LR0331* NAVD 88     -      1439.021  (meters)    4721.19   (feet)  ADJUSTED  
 LR0331  ___________________________________________________________________
 LR0331  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 LR0331  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 LR0331  DYNAMIC HT  -        1437.914 (meters)    4717.56  (feet)  COMP
 LR0331  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 LR0331
 LR0331  HORZ ORDER  -  SECOND
 LR0331  VERT ORDER  -  SECOND    CLASS 0
 LR0331
 LR0331.The horizontal coordinates were established by classical geodetic methods
 LR0331.and adjusted by the National Geodetic Survey in June 1998..
 LR0331
 LR0331.The orthometric height was determined by differential leveling
 LR0331.and adjusted by the National Geodetic Survey in June 1991..
 LR0331
 LR0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0331
 LR0331.The geoid height was determined by GEOID03.
 LR0331
 LR0331.The dynamic height is computed by dividing the NAVD 88
 LR0331.geopotential number by the normal gravity value computed on the
 LR0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0331.degrees latitude (g = 980.6199 gals.).
 LR0331
 LR0331.The modeled gravity was interpolated from observed gravity values.
 LR0331
 LR0331;                    North         East     Units Scale Factor Converg.
 LR0331;SPC NV W     - 4,685,876.599   897,261.011   MT  1.00001639   +0 45 23.5
 LR0331;SPC NV W     -15,373,580.14  2,943,763.83   sFT  1.00001639   +0 45 23.5
 LR0331;UTM  11      - 4,530,436.887   463,917.747   MT  0.99961602   -0 16 50.6
 LR0331
 LR0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0331!SPC NV W     -   0.99977749  x   1.00001639  =   0.99979388
 LR0331!UTM  11      -   0.99977749  x   0.99961602  =   0.99939360
 LR0331
 LR0331                          SUPERSEDED SURVEY CONTROL
 LR0331
 LR0331  NAD 83(1986)-  40 55 27.31526(N)    117 25 42.74467(W) AD(       ) 2
 LR0331  NAD 27      -  40 55 27.66400(N)    117 25 39.31300(W) AD(       ) 2
 LR0331  NGVD 29 (??/??/92) 1437.974  (m)         4717.75   (f) ADJ UNCH    2 0
 LR0331
 LR0331.Superseded values are not recommended for survey control.
 LR0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0331.See file dsdata.txt to determine how the superseded data were derived.
 LR0331
 LR0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF6391830437(NAD 83)
 LR0331_MARKER: DD = SURVEY DISK
 LR0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0331_STAMPING: BM I-001-3 (2) 67
 LR0331_MARK LOGO: NVDH  
 LR0331_PROJECTION: PROJECTING 8 CENTIMETERS
 LR0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0331+STABILITY: SURFACE MOTION
 LR0331
 LR0331  HISTORY     - Date     Condition        Report By
 LR0331  HISTORY     - 1958     MONUMENTED       NVDH
 LR0331  HISTORY     - 1958     GOOD             NGS
 LR0331  HISTORY     - 1984     GOOD             NGS
 LR0331
 LR0331                          STATION DESCRIPTION
 LR0331
 LR0331'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1958 (WH)
 LR0331'3.5 MILES SOUTHEAST OF GOLCONDA, 0.75 MILE SOUTH OF THE
 LR0331'PRESENT U.S. HIGHWAY 40, AND NEAR THE PROPOSED ROUTE.  THE
 LR0331'STATION IS REACHED BY FOLLOWING THE DESCRIPTION FOR THE STATION
 LR0331'CON, FROM WHICH THE TRAVERSE CONNECTION WAS MADE, A DISTANCE
 LR0331'OF 122.08 METERS.
 LR0331'
 LR0331'THE MARK IS A BRONZE DISK OF THE NEVADA STATE HIGHWAY DEPT,
 LR0331'SET IN A ROUND CONE SHAPED CONCRETE POST, ABOUT 6 FEET NORTH
 LR0331'OF A METAL WITNESS POST.  STAMPED BM 001-3-(2) 67.
 LR0331
 LR0331                          STATION RECOVERY (1958)
 LR0331
 LR0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LR0331'3.7 MI E FROM GOLCONDA.
 LR0331'3.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA TO
 LR0331'A SIDE ROAD SOUTH, THENCE 0.4 MILE SOUTH, 400.0 FEET NORTH OF
 LR0331'TRIANGULATION STATION CON 1958, 4.0 FEET NORTH OF A METAL WITNESS
 LR0331'POST, SET IN A ROUND CONCRETE POST.
 LR0331
 LR0331                          STATION RECOVERY (1984)
 LR0331
 LR0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0331'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0331'NEW DESCRIPTION FOLLOWS.  6.0 KM (3.75 MI) SOUTHEAST ALONG INTERSTATE
 LR0331'80 FROM THE MORRISON AVENUE OVERPASS BRIDGE AT GOLCONDA, THENCE
 LR0331'0.32 KM (0.2 MI) SOUTH ACROSS COUNTRY, ON THE SOUTH SIDE OF A GRAVEL
 LR0331'PIT, 3.0 METERS (10 FT) NORTHWEST OF THE CENTER OF A DIM TRACK ROAD.
 LR0331'THE MARK IS 1.2 METERS  N FROM A WITNESS POST.
 LR0331'THE MARK IS 0.3 M ABOVE THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0610 ***********************************************************************
 MU0610  DESIGNATION -  67 BKC
 MU0610  PID         -  MU0610
 MU0610  STATE/COUNTY-  NV/ELKO
 MU0610  USGS QUAD   -  BUTTON LAKE WELL (1973)
 MU0610
 MU0610                         *CURRENT SURVEY CONTROL
 MU0610  ___________________________________________________________________
 MU0610* NAD 83(1986)-  41 42 53.     (N)    116 58 52.     (W)     SCALED    
 MU0610* NAVD 88     -      1685.308  (meters)    5529.21   (feet)  POSTED    
 MU0610  ___________________________________________________________________
 MU0610  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 MU0610  DYNAMIC HT  -        1684.060 (meters)    5525.12  (feet)  COMP
 MU0610  MODELED GRAV-     979,821.9   (mgal)                       NAVD 88
 MU0610
 MU0610  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0610
 MU0610.The horizontal coordinates were scaled from a topographic map and have
 MU0610.an estimated accuracy of +/- 6 seconds.
 MU0610
 MU0610.The orthometric height was determined by differential leveling
 MU0610.and adjusted by the National Geodetic Survey in 1992..
 MU0610.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0610.rate of 0.0 thru 1.0 mm/km.
 MU0610
 MU0610.The geoid height was determined by GEOID03.
 MU0610
 MU0610.The dynamic height is computed by dividing the NAVD 88
 MU0610.geopotential number by the normal gravity value computed on the
 MU0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0610.degrees latitude (g = 980.6199 gals.).
 MU0610
 MU0610.The modeled gravity was interpolated from observed gravity values.
 MU0610
 MU0610;                    North         East    Units  Estimated Accuracy
 MU0610;SPC NV E     - 8,773,960.       83,690.      MT  (+/- 180 meters Scaled)
 MU0610
 MU0610                          SUPERSEDED SURVEY CONTROL
 MU0610
 MU0610  NGVD 29 (??/??/92) 1684.150  (m)         5525.42   (f) ADJ UNCH    2 0
 MU0610
 MU0610.Superseded values are not recommended for survey control.
 MU0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0610.See file dsdata.txt to determine how the superseded data were derived.
 MU0610
 MU0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG015181(NAD 83)
 MU0610_MARKER: DD = SURVEY DISK
 MU0610_SETTING: 66 = SET IN ROCK OUTCROP
 MU0610_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0610_STAMPING: 67 BKC 1973 5526
 MU0610_MARK LOGO: USGS  
 MU0610_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0610+STABILITY: POSITION/ELEVATION WELL
 MU0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0610+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0610
 MU0610  HISTORY     - Date     Condition        Report By
 MU0610  HISTORY     - 1973     MONUMENTED       USGS
 MU0610
 MU0610                          STATION DESCRIPTION
 MU0610
 MU0610'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0610'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0610'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0610'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 14.9 MILES NORTH ALONG ROAD,
 MU0610'1.7 MILES SOUTHEAST AND 18.6 MILES NORTH OF LITTLE HUMBOLDT RANCH, 27
 MU0610'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 4 FEET NORTH OF A ROCK
 MU0610'MOUND, SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0647 ***********************************************************************
 JP0647  DESIGNATION -  67 DOR
 JP0647  PID         -  JP0647
 JP0647  STATE/COUNTY-  NV/LINCOLN
 JP0647  USGS QUAD   -  ATLANTA (1973)
 JP0647
 JP0647                         *CURRENT SURVEY CONTROL
 JP0647  ___________________________________________________________________
 JP0647* NAD 83(1986)-  38 25 05.     (N)    114 20 56.     (W)     SCALED    
 JP0647* NAVD 88     -      2171.027  (meters)    7122.78   (feet)  ADJUSTED  
 JP0647  ___________________________________________________________________
 JP0647  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 JP0647  DYNAMIC HT  -        2168.471 (meters)    7114.39  (feet)  COMP
 JP0647  MODELED GRAV-     979,373.3   (mgal)                       NAVD 88
 JP0647
 JP0647  VERT ORDER  -  SECOND    CLASS 0
 JP0647
 JP0647.The horizontal coordinates were scaled from a topographic map and have
 JP0647.an estimated accuracy of +/- 6 seconds.
 JP0647
 JP0647.The orthometric height was determined by differential leveling
 JP0647.and adjusted by the National Geodetic Survey in August 1995..
 JP0647
 JP0647.The geoid height was determined by GEOID03.
 JP0647
 JP0647.The dynamic height is computed by dividing the NAVD 88
 JP0647.geopotential number by the normal gravity value computed on the
 JP0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0647.degrees latitude (g = 980.6199 gals.).
 JP0647
 JP0647.The modeled gravity was interpolated from observed gravity values.
 JP0647
 JP0647;                    North         East    Units  Estimated Accuracy
 JP0647;SPC NV E     - 8,407,730.      307,800.      MT  (+/- 180 meters Scaled)
 JP0647
 JP0647                          SUPERSEDED SURVEY CONTROL
 JP0647
 JP0647.No superseded survey control is available for this station.
 JP0647
 JP0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC314555(NAD 83)
 JP0647_MARKER: DD = SURVEY DISK
 JP0647_SETTING: 80 = SET IN A BOULDER
 JP0647_SP_SET: BOULDER
 JP0647_STAMPING: 67 DOR 1973 7118
 JP0647_MARK LOGO: USGS  
 JP0647_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0647+STABILITY: SURFACE MOTION
 JP0647
 JP0647  HISTORY     - Date     Condition        Report By
 JP0647  HISTORY     - 1973     MONUMENTED       USGS
 JP0647
 JP0647                          STATION DESCRIPTION
 JP0647
 JP0647'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0647'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0647'ROAD TO THE MAIN ROAD, THENCE 4.0 MILES SOUTHWEST ALONG THE MAIN ROAD
 JP0647'TO A Y-ROAD JUNCTION, 0.1 MILE NORTHWEST OF THE JUNCTION OF THE UPPER
 JP0647'AND LOWER ROADS, 28 FEET SOUTHWEST OF AND 3 FEET HIGHER THAN THE
 JP0647'CENTERLINE OF THE LOWER ROAD, IN THE TOP OF A LARGE BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0640 ***********************************************************************
 MU0640  DESIGNATION -  67 HEI
 MU0640  PID         -  MU0640
 MU0640  STATE/COUNTY-  NV/HUMBOLDT
 MU0640  USGS QUAD   -  DRY HILLS SOUTH (1980)
 MU0640
 MU0640                         *CURRENT SURVEY CONTROL
 MU0640  ___________________________________________________________________
 MU0640* NAD 83(1986)-  41 07 37.     (N)    117 08 40.     (W)     SCALED    
 MU0640* NAVD 88     -      1386.387  (meters)    4548.50   (feet)  POSTED    
 MU0640  ___________________________________________________________________
 MU0640  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 MU0640  DYNAMIC HT  -        1385.350 (meters)    4545.10  (feet)  COMP
 MU0640  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 MU0640
 MU0640  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0640
 MU0640.The horizontal coordinates were scaled from a topographic map and have
 MU0640.an estimated accuracy of +/- 6 seconds.
 MU0640
 MU0640.The orthometric height was determined by differential leveling
 MU0640.and adjusted by the National Geodetic Survey in 1992..
 MU0640.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0640.rate of 0.0 thru 1.0 mm/km.
 MU0640
 MU0640.The geoid height was determined by GEOID03.
 MU0640
 MU0640.The dynamic height is computed by dividing the NAVD 88
 MU0640.geopotential number by the normal gravity value computed on the
 MU0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0640.degrees latitude (g = 980.6199 gals.).
 MU0640
 MU0640.The modeled gravity was interpolated from observed gravity values.
 MU0640
 MU0640;                    North         East    Units  Estimated Accuracy
 MU0640;SPC NV W     - 4,708,740.      920,820.      MT  (+/- 180 meters Scaled)
 MU0640
 MU0640                          SUPERSEDED SURVEY CONTROL
 MU0640
 MU0640  NGVD 29 (??/??/92) 1385.38   (m)         4545.2    (f) COMPUTED    2 0
 MU0640
 MU0640.Superseded values are not recommended for survey control.
 MU0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0640.See file dsdata.txt to determine how the superseded data were derived.
 MU0640
 MU0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF878528(NAD 83)
 MU0640_MARKER: DD = SURVEY DISK
 MU0640_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0640_SP_SET: COPPER-CLAD STEEL ROD
 MU0640_STAMPING: 67 HEI 1974 4545
 MU0640_MARK LOGO: USGS  
 MU0640_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0640+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0640
 MU0640  HISTORY     - Date     Condition        Report By
 MU0640  HISTORY     - 1974     MONUMENTED       USGS
 MU0640
 MU0640                          STATION DESCRIPTION
 MU0640
 MU0640'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0640'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0640'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 0.9
 MU0640'MILES NORTH ALONG A DIRT ROAD, 23 FEET EAST AND 0.7 FEET HIGHER THAN A
 MU0640'DIRT ROAD AND ALONGSIDE A SMALL CAIRN, SET ON COPPER-COATED ROD
 MU0640'ENCASED IN 6-INCH WHITE PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0707 ***********************************************************************
 GS0707  DESIGNATION -  67 TJS
 GS0707  PID         -  GS0707
 GS0707  STATE/COUNTY-  NV/NYE
 GS0707  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0707
 GS0707                         *CURRENT SURVEY CONTROL
 GS0707  ___________________________________________________________________
 GS0707* NAD 83(1986)-  36 48 53.     (N)    116 23 48.     (W)     SCALED    
 GS0707* NAVD 88     -      1020.093  (meters)    3346.76   (feet)  ADJUSTED  
 GS0707  ___________________________________________________________________
 GS0707  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 GS0707  DYNAMIC HT  -        1019.021 (meters)    3343.24  (feet)  COMP
 GS0707  MODELED GRAV-     979,546.6   (mgal)                       NAVD 88
 GS0707
 GS0707  VERT ORDER  -  FIRST     CLASS I
 GS0707
 GS0707.The horizontal coordinates were scaled from a topographic map and have
 GS0707.an estimated accuracy of +/- 6 seconds.
 GS0707
 GS0707.The orthometric height was determined by differential leveling
 GS0707.and adjusted by the National Geodetic Survey in May 2004..
 GS0707
 GS0707.The geoid height was determined by GEOID03.
 GS0707
 GS0707.The dynamic height is computed by dividing the NAVD 88
 GS0707.geopotential number by the normal gravity value computed on the
 GS0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0707.degrees latitude (g = 980.6199 gals.).
 GS0707
 GS0707.The modeled gravity was interpolated from observed gravity values.
 GS0707
 GS0707;                    North         East    Units  Estimated Accuracy
 GS0707;SPC NV C     - 6,229,100.      524,090.      MT  (+/- 180 meters Scaled)
 GS0707
 GS0707                          SUPERSEDED SURVEY CONTROL
 GS0707
 GS0707  NAVD 88 (??/??/92) 1020.092  (m)         3346.75   (f) UNKNOWN     3 0
 GS0707  NGVD 29 (05/01/91) 1019.222  (m)         3343.90   (f) ADJUSTED    1 1
 GS0707
 GS0707.Superseded values are not recommended for survey control.
 GS0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0707.See file dsdata.txt to determine how the superseded data were derived.
 GS0707
 GS0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA538744(NAD 83)
 GS0707_MARKER: DB = BENCH MARK DISK
 GS0707_SETTING: 0 = UNSPECIFIED SETTING
 GS0707_STAMPING: 67 TJS 1983
 GS0707_MARK LOGO: USGS  
 GS0707_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0707
 GS0707  HISTORY     - Date     Condition        Report By
 GS0707  HISTORY     - 1983     MONUMENTED       USGS
 GS0707  HISTORY     - 1986     GOOD             USGS
 GS0707  HISTORY     - 1988     GOOD             USGS
 GS0707  HISTORY     - 19910429 GOOD             USGS
 GS0707  HISTORY     - 19930212 GOOD             USGS
 GS0707  HISTORY     - 19950221 GOOD             USGS
 GS0707
 GS0707                          STATION DESCRIPTION
 GS0707
 GS0707'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0707'48.0 KM (29.80 MI) NW FROM MERCURY.
 GS0707'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0707'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0707'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0707'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0707'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.2 MILES TO A TRACK
 GS0707'ROAD SOUTH ON THE EASTERN EMBANKMENT OF FORTYMILE WASH, 350 FEET
 GS0707'SOUTH OF THE PAVED ROAD, 147 FEET WEST OF THE NORTH-SOUTH TRACK ROAD,
 GS0707'90 FEET EAST OF THE EMBANKMENT OF FORTYMILE WASH.
 GS0707'THE MARK IS 8 FT  S FROM  A ROCK CAIRN
 GS0707
 GS0707                          STATION RECOVERY (1986)
 GS0707
 GS0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0707'RECOVERED IN GOOD CONDITION.
 GS0707
 GS0707                          STATION RECOVERY (1988)
 GS0707
 GS0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0707'RECOVERED IN GOOD CONDITION.
 GS0707
 GS0707                          STATION RECOVERY (1991)
 GS0707
 GS0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0707'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0707'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0707'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0707'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0707'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 7.2 MILES TO A TRACK
 GS0707'ROAD SOUTH ON THE EASTERN EMBANKMENT OF FORTY MILE WASH, 350 FEET
 GS0707'SOUTH OF THE PAVED ROAD, 147 FEET WEST OF THE NORTH-SOUTH TRACK ROAD,
 GS0707'90 FEET EAST OF THE EMBANKMENT OF FORTY MILE WASH.
 GS0707
 GS0707                          STATION RECOVERY (1993)
 GS0707
 GS0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0707'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0707'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0707'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0707'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0707'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0707'PROCEEDING 7.2 MILES (11.6 KM) TO A TRACK ROAD SOUTH ON THE EASTERN
 GS0707'EMBANKMENT OF FORTY MILE WASH, 350 FEET (106.7 M) SOUTH OF THE PAVED
 GS0707'ROAD, 147 FEET (44.8 M) WEST OF THE NORTH-SOUTH TRACK ROAD, 90 FEET
 GS0707'(27.4 M) EAST OF THE EMBANKMENT OF FORTY MILE WASH.
 GS0707
 GS0707                          STATION RECOVERY (1995)
 GS0707
 GS0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0707'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0547 ***********************************************************************
 GR0547  DESIGNATION -  674.90
 GR0547  PID         -  GR0547
 GR0547  STATE/COUNTY-  NV/CLARK
 GR0547  USGS QUAD   -  HOOVER DAM (1997)
 GR0547
 GR0547                         *CURRENT SURVEY CONTROL
 GR0547  ___________________________________________________________________
 GR0547* NAD 83(1986)-  36 00 15.     (N)    114 44 37.     (W)     SCALED    
 GR0547* NAVD 88     -       206.478  (meters)     677.42   (feet)  POSTED    
 GR0547  ___________________________________________________________________
 GR0547  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR0547  DYNAMIC HT  -         206.270 (meters)     676.74  (feet)  COMP
 GR0547  MODELED GRAV-     979,638.9   (mgal)                       NAVD 88
 GR0547
 GR0547  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0547
 GR0547.The horizontal coordinates were scaled from a topographic map and have
 GR0547.an estimated accuracy of +/- 6 seconds.
 GR0547
 GR0547.The orthometric height was determined by differential leveling
 GR0547.and adjusted by the National Geodetic Survey in 1992..
 GR0547.No vertical observational check was made to the station.
 GR0547.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0547.was located on a no-check spur therefore a value was not computed.
 GR0547
 GR0547.The geoid height was determined by GEOID03.
 GR0547
 GR0547.The dynamic height is computed by dividing the NAVD 88
 GR0547.geopotential number by the normal gravity value computed on the
 GR0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0547.degrees latitude (g = 980.6199 gals.).
 GR0547
 GR0547.The modeled gravity was interpolated from observed gravity values.
 GR0547
 GR0547;                    North         East    Units  Estimated Accuracy
 GR0547;SPC NV E     - 8,139,460.      275,700.      MT  (+/- 180 meters Scaled)
 GR0547
 GR0547                          SUPERSEDED SURVEY CONTROL
 GR0547
 GR0547  NGVD 29 (??/??/92)  205.785  (m)          675.15   (f) ADJ UNCH    1 1
 GR0547
 GR0547.Superseded values are not recommended for survey control.
 GR0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0547.See file dsdata.txt to determine how the superseded data were derived.
 GR0547
 GR0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV033867(NAD 83)
 GR0547_MARKER: DD = SURVEY DISK
 GR0547_SETTING: 66 = SET IN ROCK OUTCROP
 GR0547_SP_SET: BEDROCK
 GR0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0547+STABILITY: POSITION/ELEVATION WELL
 GR0547
 GR0547  HISTORY     - Date     Condition        Report By
 GR0547  HISTORY     - UNK      MONUMENTED       BOR
 GR0547  HISTORY     - 1950     GOOD             NGS
 GR0547  HISTORY     - 1963     GOOD             NGS
 GR0547
 GR0547                          STATION DESCRIPTION
 GR0547
 GR0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0547'0.9 MI SW FROM HOOVER DAM.
 GR0547'0.7 MILE SOUTHWEST ALONG THE LOWER PORTAL ROAD FROM THE SOUTHWEST END
 GR0547'OF THE NEVADA RAMP AT THE BOTTOM OF HOOVER DAM, THENCE ABOUT 100 YARDS
 GR0547'SOUTH THROUGH AN ACCESS TUNNEL TO A MUCK DUMP, THENCE ABOUT 200 YARDS
 GR0547'EAST ALONG A TRAIL WHICH ZIGZAGS DOWN THE MUCK DUMP, ON THE WEST BANK
 GR0547'OF THE COLORADO RIVER, AT A U.S. GEOLOGICAL SURVEY GAGING STATION,
 GR0547'64.7 FEET NORTHWEST OF THE NORTHEAST END OF THE DOOR TO A CONCRETE
 GR0547'GAGE HOUSE, 23.0 FEET NORTH OF THE NORTH END OF A BOARD CATWALK, 20.5
 GR0547'FEET NORTH OF A 2-INCH GALVANIZED IRON PIPE WHICH IS SET IN BEDROCK
 GR0547'AND PROJECTS 3 FEET ABOVE THE ROCK, 2 FEET WEST OF THE CENTER LINE OF
 GR0547'A TRAIL, ABOUT LEVEL WITH THE TRAIL, AND SET IN A MASS OF CONCRETE IN
 GR0547'BEDROCK.
 GR0547
 GR0547                          STATION RECOVERY (1963)
 GR0547
 GR0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0542 ***********************************************************************
 LQ0542  DESIGNATION -  6758
 LQ0542  PID         -  LQ0542
 LQ0542  STATE/COUNTY-  NV/ELKO
 LQ0542  USGS QUAD   -  KITTRIDGE SPRINGS (1982)
 LQ0542
 LQ0542                         *CURRENT SURVEY CONTROL
 LQ0542  ___________________________________________________________________
 LQ0542* NAD 83(1986)-  40 55 38.     (N)    115 49 54.     (W)     SCALED    
 LQ0542* NAVD 88     -      2061.188  (meters)    6762.41   (feet)  ADJUSTED  
 LQ0542  ___________________________________________________________________
 LQ0542  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 LQ0542  DYNAMIC HT  -        2059.373 (meters)    6756.46  (feet)  COMP
 LQ0542  MODELED GRAV-     979,669.4   (mgal)                       NAVD 88
 LQ0542
 LQ0542  VERT ORDER  -  FIRST     CLASS II
 LQ0542
 LQ0542.The horizontal coordinates were scaled from a topographic map and have
 LQ0542.an estimated accuracy of +/- 6 seconds.
 LQ0542
 LQ0542.The orthometric height was determined by differential leveling
 LQ0542.and adjusted by the National Geodetic Survey in June 1991..
 LQ0542
 LQ0542.The geoid height was determined by GEOID03.
 LQ0542
 LQ0542.The dynamic height is computed by dividing the NAVD 88
 LQ0542.geopotential number by the normal gravity value computed on the
 LQ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0542.degrees latitude (g = 980.6199 gals.).
 LQ0542
 LQ0542.The modeled gravity was interpolated from observed gravity values.
 LQ0542
 LQ0542;                    North         East    Units  Estimated Accuracy
 LQ0542;SPC NV E     - 8,685,590.      179,090.      MT  (+/- 180 meters Scaled)
 LQ0542
 LQ0542                          SUPERSEDED SURVEY CONTROL
 LQ0542
 LQ0542  NGVD 29 (??/??/92) 2059.98   (m)         6758.5    (f) COMPUTED    1 2
 LQ0542
 LQ0542.Superseded values are not recommended for survey control.
 LQ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0542.See file dsdata.txt to determine how the superseded data were derived.
 LQ0542
 LQ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF983313(NAD 83)
 LQ0542_MARKER: P = PIPE CAP
 LQ0542_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LQ0542_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LQ0542_STAMPING: 6758
 LQ0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0542
 LQ0542  HISTORY     - Date     Condition        Report By
 LQ0542  HISTORY     - UNK      MONUMENTED       CGS
 LQ0542
 LQ0542                          STATION DESCRIPTION
 LQ0542
 LQ0542'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 LQ0542'8.6 MI N FROM ELKO.
 LQ0542'8.6 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE COUNTY COURTHOUSE AT
 LQ0542'ELKO, ELKO COUNTY, AT THE SUMMIT OF THE SECOND LONG GRADE NORTH OF
 LQ0542'TOWN, 0.1 MILE SOUTHEAST OF A SHARP CURVE TO THE NORTHEAST, AT A CURVE
 LQ0542'TO THE NORTHWEST, AT THE CROSSING OF A ROW OF POLES, 63 FEET EAST OF A
 LQ0542'STONE OUTCROP SOUTHWEST OF THE HIGHWAY, 19 FEET SOUTHWEST OF THE
 LQ0542'CENTERLINE OF THE HIGHWAY, 16 FEET NORTHWEST OF A POLE, AND 4 FEET
 LQ0542'HIGHER THAN THE HIGHWAY.  A UNITED STATES GENERAL LAND OFFICE STANDARD
 LQ0542'CAP, STAMPED 6758 AND RIVETED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0555 ***********************************************************************
 GR0555  DESIGNATION -  677.002
 GR0555  PID         -  GR0555
 GR0555  STATE/COUNTY-  NV/CLARK
 GR0555  USGS QUAD   -  HOOVER DAM (1997)
 GR0555
 GR0555                         *CURRENT SURVEY CONTROL
 GR0555  ___________________________________________________________________
 GR0555* NAD 83(1986)-  36 00 56.     (N)    114 44 20.     (W)     SCALED    
 GR0555* NAVD 88     -       207.052  (meters)     679.30   (feet)  POSTED    
 GR0555  ___________________________________________________________________
 GR0555  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0555  DYNAMIC HT  -         206.850 (meters)     678.64  (feet)  COMP
 GR0555  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 GR0555
 GR0555  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0555
 GR0555.The horizontal coordinates were scaled from a topographic map and have
 GR0555.an estimated accuracy of +/- 6 seconds.
 GR0555
 GR0555.The orthometric height was determined by differential leveling
 GR0555.and adjusted by the National Geodetic Survey in 1992..
 GR0555.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0555.rate of 2.1 thru 3.0 mm/km.
 GR0555
 GR0555.The geoid height was determined by GEOID03.
 GR0555
 GR0555.The dynamic height is computed by dividing the NAVD 88
 GR0555.geopotential number by the normal gravity value computed on the
 GR0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0555.degrees latitude (g = 980.6199 gals.).
 GR0555
 GR0555.The modeled gravity was interpolated from observed gravity values.
 GR0555
 GR0555;                    North         East    Units  Estimated Accuracy
 GR0555;SPC NV E     - 8,140,730.      276,120.      MT  (+/- 180 meters Scaled)
 GR0555
 GR0555                          SUPERSEDED SURVEY CONTROL
 GR0555
 GR0555  NGVD 29 (??/??/92)  206.361  (m)          677.04   (f) ADJ UNCH    1 1
 GR0555
 GR0555.Superseded values are not recommended for survey control.
 GR0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0555.See file dsdata.txt to determine how the superseded data were derived.
 GR0555
 GR0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV037880(NAD 83)
 GR0555_MARKER: DD = SURVEY DISK
 GR0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0555_SP_SET: RAMP
 GR0555_STAMPING: 677.002
 GR0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0555
 GR0555  HISTORY     - Date     Condition        Report By
 GR0555  HISTORY     - UNK      MONUMENTED       BOR
 GR0555  HISTORY     - 1950     GOOD             NGS
 GR0555  HISTORY     - 1963     GOOD             NGS
 GR0555  HISTORY     - 1990     GOOD             USPSQD
 GR0555
 GR0555                          STATION DESCRIPTION
 GR0555
 GR0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0555'IN HOOVER DAM.
 GR0555'AT THE BOTTOM OF HOOVER DAM, ON TOP OF THE TRANSFORMER PLATFORM OF THE
 GR0555'NEVADA RAMP, 1.0 FEET SOUTHWEST OF THE NORTHEAST END OF UNIT N 5, 1.0
 GR0555'FEET NORTHWEST OF THE SOUTHEAST EDGE, AND 3.8 FEET ABOVE THE RAMP
 GR0555'FLOOR.
 GR0555
 GR0555                          STATION RECOVERY (1963)
 GR0555
 GR0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0555'RECOVERED IN GOOD CONDITION.
 GR0555
 GR0555                          STATION RECOVERY (1990)
 GR0555
 GR0555'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0611 ***********************************************************************
 MU0611  DESIGNATION -  68 BKC
 MU0611  PID         -  MU0611
 MU0611  STATE/COUNTY-  NV/ELKO
 MU0611  USGS QUAD   -  BUTTON LAKE WELL (1973)
 MU0611
 MU0611                         *CURRENT SURVEY CONTROL
 MU0611  ___________________________________________________________________
 MU0611* NAD 83(1986)-  41 43 52.     (N)    116 59 20.     (W)     SCALED    
 MU0611* NAVD 88     -      1682.194  (meters)    5519.00   (feet)  POSTED    
 MU0611  ___________________________________________________________________
 MU0611  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 MU0611  DYNAMIC HT  -        1680.950 (meters)    5514.92  (feet)  COMP
 MU0611  MODELED GRAV-     979,824.7   (mgal)                       NAVD 88
 MU0611
 MU0611  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0611
 MU0611.The horizontal coordinates were scaled from a topographic map and have
 MU0611.an estimated accuracy of +/- 6 seconds.
 MU0611
 MU0611.The orthometric height was determined by differential leveling
 MU0611.and adjusted by the National Geodetic Survey in 1992..
 MU0611.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0611.rate of 0.0 thru 1.0 mm/km.
 MU0611
 MU0611.The geoid height was determined by GEOID03.
 MU0611
 MU0611.The dynamic height is computed by dividing the NAVD 88
 MU0611.geopotential number by the normal gravity value computed on the
 MU0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0611.degrees latitude (g = 980.6199 gals.).
 MU0611
 MU0611.The modeled gravity was interpolated from observed gravity values.
 MU0611
 MU0611;                    North         East    Units  Estimated Accuracy
 MU0611;SPC NV E     - 8,775,790.       83,070.      MT  (+/- 180 meters Scaled)
 MU0611
 MU0611                          SUPERSEDED SURVEY CONTROL
 MU0611
 MU0611  NGVD 29 (??/??/92) 1681.045  (m)         5515.23   (f) ADJ UNCH    2 0
 MU0611
 MU0611.Superseded values are not recommended for survey control.
 MU0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0611.See file dsdata.txt to determine how the superseded data were derived.
 MU0611
 MU0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG009199(NAD 83)
 MU0611_MARKER: DD = SURVEY DISK
 MU0611_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0611_SP_SET: COPPER-CLAD STEEL ROD
 MU0611_STAMPING: 68 BKC 1973 5515
 MU0611_MARK LOGO: USGS  
 MU0611_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0611+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0611
 MU0611  HISTORY     - Date     Condition        Report By
 MU0611  HISTORY     - 1973     MONUMENTED       USGS
 MU0611
 MU0611                          STATION DESCRIPTION
 MU0611
 MU0611'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0611'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0611'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0611'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 16.1 MILES NORTH ALONG ROAD,
 MU0611'1.7 MILES SOUTHEAST AND 19.8 MILES NORTH OF LITTLE HUMBOLDT RANCH, 68
 MU0611'FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A WITNESS
 MU0611'POST, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0611'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0536 ***********************************************************************
 JP0536  DESIGNATION -  68 DOR
 JP0536  PID         -  JP0536
 JP0536  STATE/COUNTY-  NV/LINCOLN
 JP0536  USGS QUAD   -  SIDEHILL PASS (1971)
 JP0536
 JP0536                         *CURRENT SURVEY CONTROL
 JP0536  ___________________________________________________________________
 JP0536* NAD 83(1986)-  38 19 15.     (N)    114 45 37.     (W)     SCALED    
 JP0536* NAVD 88     -      1745.114  (meters)    5725.43   (feet)  ADJUSTED  
 JP0536  ___________________________________________________________________
 JP0536  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 JP0536  DYNAMIC HT  -        1743.185 (meters)    5719.10  (feet)  COMP
 JP0536  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 JP0536
 JP0536  VERT ORDER  -  SECOND    CLASS 0
 JP0536
 JP0536.The horizontal coordinates were scaled from a topographic map and have
 JP0536.an estimated accuracy of +/- 6 seconds.
 JP0536
 JP0536.The orthometric height was determined by differential leveling
 JP0536.and adjusted by the National Geodetic Survey in August 1995..
 JP0536
 JP0536.The geoid height was determined by GEOID03.
 JP0536
 JP0536.The dynamic height is computed by dividing the NAVD 88
 JP0536.geopotential number by the normal gravity value computed on the
 JP0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0536.degrees latitude (g = 980.6199 gals.).
 JP0536
 JP0536.The modeled gravity was interpolated from observed gravity values.
 JP0536
 JP0536;                    North         East    Units  Estimated Accuracy
 JP0536;SPC NV E     - 8,396,530.      271,970.      MT  (+/- 180 meters Scaled)
 JP0536
 JP0536                          SUPERSEDED SURVEY CONTROL
 JP0536
 JP0536.No superseded survey control is available for this station.
 JP0536
 JP0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC957437(NAD 83)
 JP0536_MARKER: DD = SURVEY DISK
 JP0536_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0536_SP_SET: COPPER-CLAD STEEL ROD
 JP0536_STAMPING: 68 DOR 1971 5722
 JP0536_MARK LOGO: USGS  
 JP0536_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0536
 JP0536  HISTORY     - Date     Condition        Report By
 JP0536  HISTORY     - 1971     MONUMENTED       USGS
 JP0536
 JP0536                          STATION DESCRIPTION
 JP0536
 JP0536'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0536'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0536'HIGHWAY 93 TO A T-ROAD WEST, THENCE 9.4 MILES WEST TO A ROAD
 JP0536'CROSSING, THENCE 1.0 MILE SOUTH, 50 FEET NORTHEAST OF AND 1 FOOT
 JP0536'HIGHER THAN THE CENTERLINE OF THE ROAD, 2 FEET SOUTHWEST OF A WITNESS
 JP0536'POST, ON A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 JP0536'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0648 ***********************************************************************
 JP0648  DESIGNATION -  68 DOR
 JP0648  PID         -  JP0648
 JP0648  STATE/COUNTY-  NV/LINCOLN
 JP0648  USGS QUAD   -  ATLANTA (1973)
 JP0648
 JP0648                         *CURRENT SURVEY CONTROL
 JP0648  ___________________________________________________________________
 JP0648* NAD 83(1986)-  38 24 25.     (N)    114 20 51.     (W)     SCALED    
 JP0648* NAVD 88     -      2243.421  (meters)    7360.29   (feet)  ADJUSTED  
 JP0648  ___________________________________________________________________
 JP0648  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 JP0648  DYNAMIC HT  -        2240.789 (meters)    7351.66  (feet)  COMP
 JP0648  MODELED GRAV-     979,374.3   (mgal)                       NAVD 88
 JP0648
 JP0648  VERT ORDER  -  SECOND    CLASS 0
 JP0648
 JP0648.The horizontal coordinates were scaled from a topographic map and have
 JP0648.an estimated accuracy of +/- 6 seconds.
 JP0648
 JP0648.The orthometric height was determined by differential leveling
 JP0648.and adjusted by the National Geodetic Survey in August 1995..
 JP0648
 JP0648.The geoid height was determined by GEOID03.
 JP0648
 JP0648.The dynamic height is computed by dividing the NAVD 88
 JP0648.geopotential number by the normal gravity value computed on the
 JP0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0648.degrees latitude (g = 980.6199 gals.).
 JP0648
 JP0648.The modeled gravity was interpolated from observed gravity values.
 JP0648
 JP0648;                    North         East    Units  Estimated Accuracy
 JP0648;SPC NV E     - 8,406,490.      307,940.      MT  (+/- 180 meters Scaled)
 JP0648
 JP0648                          SUPERSEDED SURVEY CONTROL
 JP0648
 JP0648.No superseded survey control is available for this station.
 JP0648
 JP0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC316543(NAD 83)
 JP0648_MARKER: DD = SURVEY DISK
 JP0648_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0648_SP_SET: COPPER-CLAD STEEL ROD
 JP0648_STAMPING: 68 DOR 1973 7356
 JP0648_MARK LOGO: USGS  
 JP0648_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0648
 JP0648  HISTORY     - Date     Condition        Report By
 JP0648  HISTORY     - 1973     MONUMENTED       USGS
 JP0648
 JP0648                          STATION DESCRIPTION
 JP0648
 JP0648'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0648'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0648'ROAD TO THE MAIN ROAD, THENCE 4.8 MILES SOUTHWEST ALONG THE MAIN ROAD
 JP0648'TO A SMALL CAMP AREA AND A HIGH POINT ON THE ROAD, 0.1 MILE NORTHEAST
 JP0648'OF A SMALL WEATHER STATION, 28 FEET WEST-NORTHWEST OF THE CENTERLINE
 JP0648'OF THE ROAD,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED
 JP0648'IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0508 ***********************************************************************
 KR0508  DESIGNATION -  68 GWM 3931
 KR0508  PID         -  KR0508
 KR0508  STATE/COUNTY-  NV/CHURCHILL
 KR0508  USGS QUAD   -  WHITE PLAINS (1986)
 KR0508
 KR0508                         *CURRENT SURVEY CONTROL
 KR0508  ___________________________________________________________________
 KR0508* NAD 83(1986)-  39 54 51.     (N)    118 49 14.     (W)     SCALED    
 KR0508* NAVD 88     -      1199.010  (meters)    3933.75   (feet)  ADJUSTED  
 KR0508  ___________________________________________________________________
 KR0508  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 KR0508  DYNAMIC HT  -        1198.044 (meters)    3930.58  (feet)  COMP
 KR0508  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 KR0508
 KR0508  VERT ORDER  -  SECOND    CLASS 0
 KR0508
 KR0508.The horizontal coordinates were scaled from a topographic map and have
 KR0508.an estimated accuracy of +/- 6 seconds.
 KR0508
 KR0508.The orthometric height was determined by differential leveling
 KR0508.and adjusted by the National Geodetic Survey in June 1991..
 KR0508
 KR0508.The geoid height was determined by GEOID03.
 KR0508
 KR0508.The dynamic height is computed by dividing the NAVD 88
 KR0508.geopotential number by the normal gravity value computed on the
 KR0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0508.degrees latitude (g = 980.6199 gals.).
 KR0508
 KR0508.The modeled gravity was interpolated from observed gravity values.
 KR0508
 KR0508;                    North         East    Units  Estimated Accuracy
 KR0508;SPC NV W     - 4,573,110.      779,720.      MT  (+/- 180 meters Scaled)
 KR0508
 KR0508                          SUPERSEDED SURVEY CONTROL
 KR0508
 KR0508  NGVD 29 (??/??/92) 1198.10   (m)         3930.8    (f) COMPUTED    2 0
 KR0508
 KR0508.Superseded values are not recommended for survey control.
 KR0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0508.See file dsdata.txt to determine how the superseded data were derived.
 KR0508
 KR0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE443198(NAD 83)
 KR0508_MARKER: DD = SURVEY DISK
 KR0508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0508_SP_SET: CULVERT
 KR0508_STAMPING: 68 GWM 1950 3931
 KR0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0508
 KR0508  HISTORY     - Date     Condition        Report By
 KR0508  HISTORY     - 1950     MONUMENTED       USGS
 KR0508  HISTORY     - 1958     GOOD             NGS
 KR0508  HISTORY     - 1961     POOR             NGS
 KR0508
 KR0508                          STATION DESCRIPTION
 KR0508
 KR0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0508'11.55 MI SW FROM TOY.
 KR0508'11.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0508'STATION, 98.5 FEET SOUTH OF 001-1 38 (NHD), 31.7 FEET NORTHWEST OF THE
 KR0508'CENTERLINE OF THE HIGHWAY, SET IN THE NORTHEAST CORNER OF THE
 KR0508'NORTHWEST HEADWALL OF A CONCRETE CULVERT.
 KR0508
 KR0508                          STATION RECOVERY (1961)
 KR0508
 KR0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KR0508'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0641 ***********************************************************************
 MU0641  DESIGNATION -  68 HEI
 MU0641  PID         -  MU0641
 MU0641  STATE/COUNTY-  NV/HUMBOLDT
 MU0641  USGS QUAD   -  DRY HILLS SOUTH (1980)
 MU0641
 MU0641                         *CURRENT SURVEY CONTROL
 MU0641  ___________________________________________________________________
 MU0641* NAD 83(1986)-  41 08 29.     (N)    117 08 51.     (W)     SCALED    
 MU0641* NAVD 88     -      1393.860  (meters)    4573.02   (feet)  POSTED    
 MU0641  ___________________________________________________________________
 MU0641  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 MU0641  DYNAMIC HT  -        1392.820 (meters)    4569.61  (feet)  COMP
 MU0641  MODELED GRAV-     979,829.3   (mgal)                       NAVD 88
 MU0641
 MU0641  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0641
 MU0641.The horizontal coordinates were scaled from a topographic map and have
 MU0641.an estimated accuracy of +/- 6 seconds.
 MU0641
 MU0641.The orthometric height was determined by differential leveling
 MU0641.and adjusted by the National Geodetic Survey in 1992..
 MU0641.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0641.rate of 0.0 thru 1.0 mm/km.
 MU0641
 MU0641.The geoid height was determined by GEOID03.
 MU0641
 MU0641.The dynamic height is computed by dividing the NAVD 88
 MU0641.geopotential number by the normal gravity value computed on the
 MU0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0641.degrees latitude (g = 980.6199 gals.).
 MU0641
 MU0641.The modeled gravity was interpolated from observed gravity values.
 MU0641
 MU0641;                    North         East    Units  Estimated Accuracy
 MU0641;SPC NV W     - 4,710,340.      920,540.      MT  (+/- 180 meters Scaled)
 MU0641
 MU0641                          SUPERSEDED SURVEY CONTROL
 MU0641
 MU0641  NGVD 29 (??/??/92) 1392.85   (m)         4569.7    (f) COMPUTED    2 0
 MU0641
 MU0641.Superseded values are not recommended for survey control.
 MU0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0641.See file dsdata.txt to determine how the superseded data were derived.
 MU0641
 MU0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF876544(NAD 83)
 MU0641_MARKER: DD = SURVEY DISK
 MU0641_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0641_SP_SET: COPPER-CLAD STEEL ROD
 MU0641_STAMPING: 68 HEI 1974 4570
 MU0641_MARK LOGO: USGS  
 MU0641_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0641+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0641
 MU0641  HISTORY     - Date     Condition        Report By
 MU0641  HISTORY     - 1974     MONUMENTED       USGS
 MU0641
 MU0641                          STATION DESCRIPTION
 MU0641
 MU0641'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0641'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0641'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 1.9
 MU0641'MILES NORTH ALONG A DIRT ROAD, 30 FEET EAST AND 0.6 FEET HIGHER THAN
 MU0641'THE DIRT ROAD ALONGSIDE A SMALL CAIRN, SET ON COPPER-COATED ROD
 MU0641'ENCASED IN 6-INCH WHITE PLASTIC PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0709 ***********************************************************************
 GS0709  DESIGNATION -  68 TJS
 GS0709  PID         -  GS0709
 GS0709  STATE/COUNTY-  NV/NYE
 GS0709  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0709
 GS0709                         *CURRENT SURVEY CONTROL
 GS0709  ___________________________________________________________________
 GS0709* NAD 83(1986)-  36 48 34.     (N)    116 23 06.     (W)     SCALED    
 GS0709* NAVD 88     -      1014.083  (meters)    3327.04   (feet)  ADJUSTED  
 GS0709  ___________________________________________________________________
 GS0709  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 GS0709  DYNAMIC HT  -        1013.020 (meters)    3323.55  (feet)  COMP
 GS0709  MODELED GRAV-     979,549.2   (mgal)                       NAVD 88
 GS0709
 GS0709  VERT ORDER  -  FIRST     CLASS I
 GS0709
 GS0709.The horizontal coordinates were scaled from a topographic map and have
 GS0709.an estimated accuracy of +/- 6 seconds.
 GS0709
 GS0709.The orthometric height was determined by differential leveling
 GS0709.and adjusted by the National Geodetic Survey in May 2004..
 GS0709
 GS0709.The geoid height was determined by GEOID03.
 GS0709
 GS0709.The dynamic height is computed by dividing the NAVD 88
 GS0709.geopotential number by the normal gravity value computed on the
 GS0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0709.degrees latitude (g = 980.6199 gals.).
 GS0709
 GS0709.The modeled gravity was interpolated from observed gravity values.
 GS0709
 GS0709;                    North         East    Units  Estimated Accuracy
 GS0709;SPC NV C     - 6,228,520.      525,130.      MT  (+/- 180 meters Scaled)
 GS0709
 GS0709                          SUPERSEDED SURVEY CONTROL
 GS0709
 GS0709  NAVD 88 (??/??/92) 1014.082  (m)         3327.03   (f) UNKNOWN     3 0
 GS0709  NGVD 29 (05/01/91) 1013.213  (m)         3324.18   (f) ADJUSTED    1 1
 GS0709
 GS0709.Superseded values are not recommended for survey control.
 GS0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0709.See file dsdata.txt to determine how the superseded data were derived.
 GS0709
 GS0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA548739(NAD 83)
 GS0709_MARKER: DB = BENCH MARK DISK
 GS0709_SETTING: 0 = UNSPECIFIED SETTING
 GS0709_STAMPING: 68 TJS 1983
 GS0709_MARK LOGO: USGS  
 GS0709_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0709
 GS0709  HISTORY     - Date     Condition        Report By
 GS0709  HISTORY     - 1983     MONUMENTED       USGS
 GS0709  HISTORY     - 1986     GOOD             USGS
 GS0709  HISTORY     - 1988     GOOD             USGS
 GS0709  HISTORY     - 19910508 GOOD             USGS
 GS0709  HISTORY     - 19930216 GOOD             USGS
 GS0709  HISTORY     - 19950223 GOOD             USGS
 GS0709
 GS0709                          STATION DESCRIPTION
 GS0709
 GS0709'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0709'47.2 KM (29.35 MI) NW FROM MERCURY.
 GS0709'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0709'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0709'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0709'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0709'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 6.65 MILES TO A TRACK
 GS0709'ROAD EAST, TURN EAST ON THE TRACK ROAD 0.1 MILES.  OR - FROM THE SAME
 GS0709'STARTING POINT, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0709'TO THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST) ON ROAD B
 GS0709'AND PROCEED 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0709'STREET AND PROCEED 0.5 MILES TO A DIRT ROAD, TURN LEFT AND FOLLOW THE
 GS0709'DIRT ROAD WEST 5.85 MILES, 148 FEET SOUTH OF THE ROAD.
 GS0709'THE MARK IS 9 FT  S FROM  A ROCK CAIRN
 GS0709
 GS0709                          STATION RECOVERY (1986)
 GS0709
 GS0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0709'RECOVERED IN GOOD CONDITION.
 GS0709
 GS0709                          STATION RECOVERY (1988)
 GS0709
 GS0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0709'RECOVERED IN GOOD CONDITION.
 GS0709
 GS0709                          STATION RECOVERY (1991)
 GS0709
 GS0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0709'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0709'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0709'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0709'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0709'GUARD STATION, TURN WEST ONTO ROAD H PROCEEDING 6.65 MILES TO A TRACK
 GS0709'ROAD EAST, TURN EAST ON THE TRACK ROAD 0.1 MILE.  OR - FROM THE SAME
 GS0709'STARTING POINT, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0709'TO THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST) ON ROAD B
 GS0709'AND PROCEED 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0709'STREET AND PROCEED 0.5 MILE TO A DIRT ROAD, TURN LEFT AND FOLLOW THE
 GS0709'DIRT ROAD WEST 5.85 MILES, 148 FEET SOUTH OF THE ROAD.
 GS0709
 GS0709                          STATION RECOVERY (1993)
 GS0709
 GS0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0709'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0709'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0709'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0709'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0709'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0709'PROCEEDING 6.65 MILES (10.70 KM) TO A TRACK ROAD EAST, TURN EAST ON
 GS0709'THE TRACK ROAD 0.1 MILE (0.2 KM).  OR - FROM THE SAME STARTING
 GS0709'POINT, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0709'(34.3 KM) TO THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0709'ON ROAD B AND PROCEED 1.55 MILES (2.49 KM) TO 2ND STREET, TURN RIGHT
 GS0709'(NORTHEAST) ON 2ND STREET AND PROCEED 0.5 MILE (0.8 KM) TO A DIRT
 GS0709'ROAD, TURN LEFT AND FOLLOW THE DIRT ROAD WEST 5.85 MILES (9.41 KM),
 GS0709'148 FEET (45.1 M) SOUTH OF THE ROAD.
 GS0709
 GS0709                          STATION RECOVERY (1995)
 GS0709
 GS0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0709'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0025 ***********************************************************************
 KR0025  DESIGNATION -  6873
 KR0025  PID         -  KR0025
 KR0025  STATE/COUNTY-  NV/CHURCHILL
 KR0025  USGS QUAD   -  I X L CANYON (1980)
 KR0025
 KR0025                         *CURRENT SURVEY CONTROL
 KR0025  ___________________________________________________________________
 KR0025* NAD 83(1986)-  39 40 35.     (N)    118 14 10.     (W)     SCALED    
 KR0025* NAVD 88     -      2093.685  (meters)    6869.03   (feet)  ADJUSTED  
 KR0025  ___________________________________________________________________
 KR0025  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 KR0025  DYNAMIC HT  -        2091.653 (meters)    6862.36  (feet)  COMP
 KR0025  MODELED GRAV-     979,579.5   (mgal)                       NAVD 88
 KR0025
 KR0025  VERT ORDER  -  FIRST     CLASS II
 KR0025
 KR0025.The horizontal coordinates were scaled from a topographic map and have
 KR0025.an estimated accuracy of +/- 6 seconds.
 KR0025
 KR0025.The orthometric height was determined by differential leveling
 KR0025.and adjusted by the National Geodetic Survey in June 1991..
 KR0025
 KR0025.The geoid height was determined by GEOID03.
 KR0025
 KR0025.The dynamic height is computed by dividing the NAVD 88
 KR0025.geopotential number by the normal gravity value computed on the
 KR0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0025.degrees latitude (g = 980.6199 gals.).
 KR0025
 KR0025.The modeled gravity was interpolated from observed gravity values.
 KR0025
 KR0025;                    North         East    Units  Estimated Accuracy
 KR0025;SPC NV W     - 4,546,740.      829,790.      MT  (+/- 180 meters Scaled)
 KR0025
 KR0025                          SUPERSEDED SURVEY CONTROL
 KR0025
 KR0025  NGVD 29 (??/??/92) 2092.584  (m)         6865.42   (f) ADJ UNCH    1 2
 KR0025
 KR0025.Superseded values are not recommended for survey control.
 KR0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0025.See file dsdata.txt to determine how the superseded data were derived.
 KR0025
 KR0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD939925(NAD 83)
 KR0025_MARKER: DD = SURVEY DISK
 KR0025_SETTING: 66 = SET IN ROCK OUTCROP
 KR0025_SP_SET: ROCK OUTCROP
 KR0025_STAMPING: 6873 1908
 KR0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0025+STABILITY: POSITION/ELEVATION WELL
 KR0025
 KR0025  HISTORY     - Date     Condition        Report By
 KR0025  HISTORY     - 1908     MONUMENTED       USGS
 KR0025  HISTORY     - 1955     GOOD             NGS
 KR0025
 KR0025                          STATION DESCRIPTION
 KR0025
 KR0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0025'8.3 MI E FROM DESERT WELL.
 KR0025'1.1 MILES NORTHEAST ALONG A TRACK ROAD FROM DESERT WELL, THENCE 2.0
 KR0025'MILES NORTHEAST ALONG A COUNTY GRADED ROAD, THENCE 1.4 MILES SOUTHEAST
 KR0025'ALONG A GRADED ROAD, THENCE 2.2 MILES SOUTHEAST ALONG A TRACK ROAD,
 KR0025'THENCE 1.6 MILES NORTHEAST ALONG AN OLD TRAIL, 38.7 MILES NORTH OF
 KR0025'FRENCHMAN STATION, AT THE SUMMIT OF A MOUNTAIN, IN THE SADDLE OF THE
 KR0025'FIRST CANYON NORTH OF I X L CANYON AND IN ABOUT THE CENTER OF THE
 KR0025'SADDLE, IN THE TOP OF A 1 1/2- BY 2-FOOT ROCK OUTCROP PROJECTING 0.1
 KR0025'FOOT ABOVE THE GROUND, 111 FEET NORTH OF THE CROSSING OF A DIM TRAIL,
 KR0025'AND 3 FEET WEST OF A NORTH-SOUTH TRAIL ALONG THE TOP OF THE RIDGE.
 KR0025'NOTE-- SLANTING DISK.  ROD HELD ON THE LETTER Y OF THE WORD SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0336 ***********************************************************************
 LR0336  DESIGNATION -  69
 LR0336  PID         -  LR0336
 LR0336  STATE/COUNTY-  NV/HUMBOLDT
 LR0336  USGS QUAD   -  GOLCONDA (1981)
 LR0336
 LR0336                         *CURRENT SURVEY CONTROL
 LR0336  ___________________________________________________________________
 LR0336* NAD 83(1994)-  40 55 17.48427(N)    117 24 32.62570(W)     ADJUSTED  
 LR0336* NAVD 88     -      1562.034  (meters)    5124.77   (feet)  ADJUSTED  
 LR0336  ___________________________________________________________________
 LR0336  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 LR0336  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 LR0336  DYNAMIC HT  -        1560.821 (meters)    5120.79  (feet)  COMP
 LR0336  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 LR0336
 LR0336  HORZ ORDER  -  SECOND
 LR0336  VERT ORDER  -  SECOND    CLASS 0
 LR0336
 LR0336.The horizontal coordinates were established by classical geodetic methods
 LR0336.and adjusted by the National Geodetic Survey in June 1998..
 LR0336
 LR0336.The orthometric height was determined by differential leveling
 LR0336.and adjusted by the National Geodetic Survey in June 1991..
 LR0336
 LR0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0336
 LR0336.The geoid height was determined by GEOID03.
 LR0336
 LR0336.The dynamic height is computed by dividing the NAVD 88
 LR0336.geopotential number by the normal gravity value computed on the
 LR0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0336.degrees latitude (g = 980.6199 gals.).
 LR0336
 LR0336.The modeled gravity was interpolated from observed gravity values.
 LR0336
 LR0336;                    North         East     Units Scale Factor Converg.
 LR0336;SPC NV W     - 4,685,595.326   898,905.673   MT  1.00002036   +0 46 09.3
 LR0336;SPC NV W     -15,372,657.33  2,949,159.70   sFT  1.00002036   +0 46 09.3
 LR0336;UTM  11      - 4,530,126.014   465,556.387   MT  0.99961460   -0 16 04.6
 LR0336
 LR0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0336!SPC NV W     -   0.99975820  x   1.00002036  =   0.99977856
 LR0336!UTM  11      -   0.99975820  x   0.99961460  =   0.99937290
 LR0336
 LR0336                          SUPERSEDED SURVEY CONTROL
 LR0336
 LR0336  NAD 83(1986)-  40 55 17.48835(N)    117 24 32.62194(W) AD(       ) 2
 LR0336  NAD 27      -  40 55 17.83700(N)    117 24 29.19200(W) AD(       ) 2
 LR0336  NGVD 29 (??/??/92) 1560.99   (m)         5121.3    (f) COMPUTED    2 0
 LR0336
 LR0336.Superseded values are not recommended for survey control.
 LR0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0336.See file dsdata.txt to determine how the superseded data were derived.
 LR0336
 LR0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF6555630126(NAD 83)
 LR0336_MARKER: DD = SURVEY DISK
 LR0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0336_STAMPING: BM I-001-3 (2) 69
 LR0336_MARK LOGO: NVDH  
 LR0336_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0336+STABILITY: SURFACE MOTION
 LR0336
 LR0336  HISTORY     - Date     Condition        Report By
 LR0336  HISTORY     - 1958     MONUMENTED       CGS
 LR0336  HISTORY     - 1958     GOOD             NGS
 LR0336  HISTORY     - 1984     GOOD             NGS
 LR0336
 LR0336                          STATION DESCRIPTION
 LR0336
 LR0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0336'ABOUT 5 MILES SOUTHEAST OF GOLCONDA, 1 MILE WEST OF GOLCONDA
 LR0336'SUMMIT AND 0.5 MILE SOUTH OF U.S. HIGHWAY 40, NEAR THE WEST
 LR0336'END OF A LOW RIDGE.
 LR0336'
 LR0336'TO REACH FROM GOLCONDA SUMMIT (5.8 MILES SOUTHEAST ALONG U.S.
 LR0336'HIGHWAY 40 FROM GOLCONDA), GO NORTHWEST ON U.S. HIGHWAY 40
 LR0336'FOR 1.05 MILES TO A TRACK ROAD LEFT.  TURN LEFT AND FOLLOW
 LR0336'TRACKS SOUTHERLY UP RIDGE FOR 0.5 MILE TO TOP OF RIDGE, BEAR
 LR0336'LEFT AND GO SOUTHEAST ALONG TOP OF RIDGE AND INTO SADDLE FOR
 LR0336'0.15 MILE TO THE STATION.
 LR0336'
 LR0336'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TROY,
 LR0336'DISTANCE BEING 116.71 METERS - 382.91 FEET NORTHWEST OF
 LR0336'STATION TROY.
 LR0336'
 LR0336'THE MARK IS A NEVADA HIGHWAY DEPARTMENT BRONZE DISK SET IN A
 LR0336'ROUND CONCRETE POST PROJECTING ABOUT 4 INCHES, AND IS 3 FEET
 LR0336'SOUTHWEST OF A METAL WITNESS POST.  STAMPED B M I-001-3 (2) 69.
 LR0336
 LR0336                          STATION RECOVERY (1958)
 LR0336
 LR0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LR0336'4.8 MI E FROM GOLCONDA.
 LR0336'4.15 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA
 LR0336'TO A SIDE ROAD RIGHT, THENCE SOUTH 0.65 MILE, 382.0 FEET NORTHWEST OF
 LR0336'TRIANGULATION STATION TROY 1958, 3.0 FEET SOUTHWEST OF A METAL WITNESS
 LR0336'POST, SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND
 LR0336'SURFACE.
 LR0336
 LR0336                          STATION RECOVERY (1984)
 LR0336
 LR0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0336'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0336'NEW DESCRIPTION FOLLOWS.  8.35 KM (5.2 MI) SOUTHEAST ALONG INTERSTATE
 LR0336'80 FROM THE MORRISON AVENUE OVERPASS BRIDGE AT GOLCONDA, THENCE 0.55
 LR0336'(0.35 MI) SOUTHWEST ACROSS COUNTRY, IN THE BOTTOM OF A SHALLOW SADDLE,
 LR0336'116.7 METERS (383 FT) NORTHWEST OF TRIANGULATION STATION TROY 1958.
 LR0336'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 LR0336'THE MARK IS 11.0 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0612 ***********************************************************************
 MU0612  DESIGNATION -  69 BKC
 MU0612  PID         -  MU0612
 MU0612  STATE/COUNTY-  NV/ELKO
 MU0612  USGS QUAD   -  BUTTON LAKE WELL (1973)
 MU0612
 MU0612                         *CURRENT SURVEY CONTROL
 MU0612  ___________________________________________________________________
 MU0612* NAD 83(1986)-  41 44 26.     (N)    116 59 50.     (W)     SCALED    
 MU0612* NAVD 88     -      1667.447  (meters)    5470.62   (feet)  POSTED    
 MU0612  ___________________________________________________________________
 MU0612  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 MU0612  DYNAMIC HT  -        1666.220 (meters)    5466.59  (feet)  COMP
 MU0612  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 MU0612
 MU0612  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0612
 MU0612.The horizontal coordinates were scaled from a topographic map and have
 MU0612.an estimated accuracy of +/- 6 seconds.
 MU0612
 MU0612.The orthometric height was determined by differential leveling
 MU0612.and adjusted by the National Geodetic Survey in 1992..
 MU0612.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0612.rate of 1.1 thru 2.0 mm/km.
 MU0612
 MU0612.The geoid height was determined by GEOID03.
 MU0612
 MU0612.The dynamic height is computed by dividing the NAVD 88
 MU0612.geopotential number by the normal gravity value computed on the
 MU0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0612.degrees latitude (g = 980.6199 gals.).
 MU0612
 MU0612.The modeled gravity was interpolated from observed gravity values.
 MU0612
 MU0612;                    North         East    Units  Estimated Accuracy
 MU0612;SPC NV E     - 8,776,850.       82,390.      MT  (+/- 180 meters Scaled)
 MU0612
 MU0612                          SUPERSEDED SURVEY CONTROL
 MU0612
 MU0612  NGVD 29 (??/??/92) 1666.300  (m)         5466.85   (f) ADJ UNCH    2 0
 MU0612
 MU0612.Superseded values are not recommended for survey control.
 MU0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0612.See file dsdata.txt to determine how the superseded data were derived.
 MU0612
 MU0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG002209(NAD 83)
 MU0612_MARKER: DD = SURVEY DISK
 MU0612_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0612_SP_SET: COPPER-CLAD STEEL ROD
 MU0612_STAMPING: 69 BKC 1973 5467
 MU0612_MARK LOGO: USGS  
 MU0612_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0612+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0612
 MU0612  HISTORY     - Date     Condition        Report By
 MU0612  HISTORY     - 1973     MONUMENTED       USGS
 MU0612
 MU0612                          STATION DESCRIPTION
 MU0612
 MU0612'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0612'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0612'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0612'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 16.9 MILES NORTH ALONG ROAD,
 MU0612'1.7 MILES SOUTHEAST AND 20.6 MILES NORTH ALONG ROAD, 120 FEET EAST OF
 MU0612'THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A CAIRN, A COPPER-COATED
 MU0612'ROD ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0535 ***********************************************************************
 JP0535  DESIGNATION -  69 DOR
 JP0535  PID         -  JP0535
 JP0535  STATE/COUNTY-  NV/LINCOLN
 JP0535  USGS QUAD   -  SIDEHILL PASS (1971)
 JP0535
 JP0535                         *CURRENT SURVEY CONTROL
 JP0535  ___________________________________________________________________
 JP0535* NAD 83(1986)-  38 18 35.     (N)    114 45 49.     (W)     SCALED    
 JP0535* NAVD 88     -      1735.405  (meters)    5693.57   (feet)  ADJUSTED  
 JP0535  ___________________________________________________________________
 JP0535  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 JP0535  DYNAMIC HT  -        1733.483 (meters)    5687.27  (feet)  COMP
 JP0535  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 JP0535
 JP0535  VERT ORDER  -  SECOND    CLASS 0
 JP0535
 JP0535.The horizontal coordinates were scaled from a topographic map and have
 JP0535.an estimated accuracy of +/- 6 seconds.
 JP0535
 JP0535.The orthometric height was determined by differential leveling
 JP0535.and adjusted by the National Geodetic Survey in August 1995..
 JP0535
 JP0535.The geoid height was determined by GEOID03.
 JP0535
 JP0535.The dynamic height is computed by dividing the NAVD 88
 JP0535.geopotential number by the normal gravity value computed on the
 JP0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0535.degrees latitude (g = 980.6199 gals.).
 JP0535
 JP0535.The modeled gravity was interpolated from observed gravity values.
 JP0535
 JP0535;                    North         East    Units  Estimated Accuracy
 JP0535;SPC NV E     - 8,395,300.      271,690.      MT  (+/- 180 meters Scaled)
 JP0535
 JP0535                          SUPERSEDED SURVEY CONTROL
 JP0535
 JP0535.No superseded survey control is available for this station.
 JP0535
 JP0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC955425(NAD 83)
 JP0535_MARKER: DD = SURVEY DISK
 JP0535_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0535_SP_SET: COPPER-CLAD STEEL ROD
 JP0535_STAMPING: 69 DOR 1971 5690
 JP0535_MARK LOGO: USGS  
 JP0535_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0535
 JP0535  HISTORY     - Date     Condition        Report By
 JP0535  HISTORY     - 1971     MONUMENTED       USGS
 JP0535
 JP0535                          STATION DESCRIPTION
 JP0535
 JP0535'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0535'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0535'HIGHWAY 93 TO A T-ROAD WEST, THENCE 9.4 MILES WEST TO A ROAD CROSSING,
 JP0535'THENCE 1.9 MILES SOUTH TO A ROAD CROSSING, 36 FEET EAST OF AND 1
 JP0535'FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, 20 FEET SOUTHEAST OF THE
 JP0535'CROSSROAD, 2 FEET WEST OF A WITNESS POST, ON A 5/8 INCH COPPER COATED
 JP0535'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0649 ***********************************************************************
 JP0649  DESIGNATION -  69 DOR
 JP0649  PID         -  JP0649
 JP0649  STATE/COUNTY-  NV/LINCOLN
 JP0649  USGS QUAD   -  ATLANTA (1973)
 JP0649
 JP0649                         *CURRENT SURVEY CONTROL
 JP0649  ___________________________________________________________________
 JP0649* NAD 83(1986)-  38 23 42.     (N)    114 21 05.     (W)     SCALED    
 JP0649* NAVD 88     -      2191.671  (meters)    7190.51   (feet)  ADJUSTED  
 JP0649  ___________________________________________________________________
 JP0649  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 JP0649  DYNAMIC HT  -        2189.103 (meters)    7182.08  (feet)  COMP
 JP0649  MODELED GRAV-     979,377.9   (mgal)                       NAVD 88
 JP0649
 JP0649  VERT ORDER  -  SECOND    CLASS 0
 JP0649
 JP0649.The horizontal coordinates were scaled from a topographic map and have
 JP0649.an estimated accuracy of +/- 6 seconds.
 JP0649
 JP0649.The orthometric height was determined by differential leveling
 JP0649.and adjusted by the National Geodetic Survey in August 1995..
 JP0649
 JP0649.The geoid height was determined by GEOID03.
 JP0649
 JP0649.The dynamic height is computed by dividing the NAVD 88
 JP0649.geopotential number by the normal gravity value computed on the
 JP0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0649.degrees latitude (g = 980.6199 gals.).
 JP0649
 JP0649.The modeled gravity was interpolated from observed gravity values.
 JP0649
 JP0649;                    North         East    Units  Estimated Accuracy
 JP0649;SPC NV E     - 8,405,160.      307,610.      MT  (+/- 180 meters Scaled)
 JP0649
 JP0649                          SUPERSEDED SURVEY CONTROL
 JP0649
 JP0649.No superseded survey control is available for this station.
 JP0649
 JP0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC313529(NAD 83)
 JP0649_MARKER: DD = SURVEY DISK
 JP0649_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0649_SP_SET: COPPER-CLAD STEEL ROD
 JP0649_STAMPING: 69 DOR 1973 7186
 JP0649_MARK LOGO: USGS  
 JP0649_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0649
 JP0649  HISTORY     - Date     Condition        Report By
 JP0649  HISTORY     - 1973     MONUMENTED       USGS
 JP0649
 JP0649                          STATION DESCRIPTION
 JP0649
 JP0649'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0649'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0649'ROAD TO THE MAIN ROAD, THENCE 5.7 MILES SOUTHWEST ALONG THE MAIN ROAD
 JP0649'TO A Y-ROAD JUNCTION, 53 FEET SOUTH-SOUTHWEST OF THE Y-ROAD JUNCTION,
 JP0649'53 FEET SOUTHWEST OF A FENCE CORNER, 30 FEET SOUTHEAST OF THE
 JP0649'CENTERLINE OF ROAD, 0.5 FOOT NORTHWEST OF A FENCE,  A 5/8 INCH COPPER
 JP0649'COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND
 JP0649'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0513 ***********************************************************************
 KR0513  DESIGNATION -  69 GWM 3914
 KR0513  PID         -  KR0513
 KR0513  STATE/COUNTY-  NV/CHURCHILL
 KR0513  USGS QUAD   -  WHITE PLAINS (1986)
 KR0513
 KR0513                         *CURRENT SURVEY CONTROL
 KR0513  ___________________________________________________________________
 KR0513* NAD 83(1986)-  39 55 37.     (N)    118 47 20.     (W)     SCALED    
 KR0513* NAVD 88     -      1193.994  (meters)    3917.30   (feet)  ADJUSTED  
 KR0513  ___________________________________________________________________
 KR0513  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 KR0513  DYNAMIC HT  -        1193.021 (meters)    3914.10  (feet)  COMP
 KR0513  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 KR0513
 KR0513  VERT ORDER  -  SECOND    CLASS 0
 KR0513
 KR0513.The horizontal coordinates were scaled from a topographic map and have
 KR0513.an estimated accuracy of +/- 6 seconds.
 KR0513
 KR0513.The orthometric height was determined by differential leveling
 KR0513.and adjusted by the National Geodetic Survey in June 1991..
 KR0513
 KR0513.The geoid height was determined by GEOID03.
 KR0513
 KR0513.The dynamic height is computed by dividing the NAVD 88
 KR0513.geopotential number by the normal gravity value computed on the
 KR0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0513.degrees latitude (g = 980.6199 gals.).
 KR0513
 KR0513.The modeled gravity was interpolated from observed gravity values.
 KR0513
 KR0513;                    North         East    Units  Estimated Accuracy
 KR0513;SPC NV W     - 4,574,520.      782,430.      MT  (+/- 180 meters Scaled)
 KR0513
 KR0513                          SUPERSEDED SURVEY CONTROL
 KR0513
 KR0513  NGVD 29 (??/??/92) 1193.08   (m)         3914.3    (f) COMPUTED    2 0
 KR0513
 KR0513.Superseded values are not recommended for survey control.
 KR0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0513.See file dsdata.txt to determine how the superseded data were derived.
 KR0513
 KR0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE471211(NAD 83)
 KR0513_MARKER: DD = SURVEY DISK
 KR0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0513_SP_SET: CULVERT
 KR0513_STAMPING: 69 GWM 1950 3914
 KR0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0513
 KR0513  HISTORY     - Date     Condition        Report By
 KR0513  HISTORY     - 1950     MONUMENTED       USGS
 KR0513  HISTORY     - 1958     GOOD             NGS
 KR0513  HISTORY     - 1961     POOR             NGS
 KR0513
 KR0513                          STATION DESCRIPTION
 KR0513
 KR0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0513'9.4 MI SW FROM TOY.
 KR0513'9.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0513'STATION, 23.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN
 KR0513'THE NORTHEAST CORNER OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
 KR0513
 KR0513                          STATION RECOVERY (1961)
 KR0513
 KR0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KR0513'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0642 ***********************************************************************
 MU0642  DESIGNATION -  69 HEI
 MU0642  PID         -  MU0642
 MU0642  STATE/COUNTY-  NV/HUMBOLDT
 MU0642  USGS QUAD   -  DRY HILLS SOUTH (1980)
 MU0642
 MU0642                         *CURRENT SURVEY CONTROL
 MU0642  ___________________________________________________________________
 MU0642* NAD 83(1986)-  41 09 09.     (N)    117 09 20.     (W)     SCALED    
 MU0642* NAVD 88     -      1397.372  (meters)    4584.54   (feet)  POSTED    
 MU0642  ___________________________________________________________________
 MU0642  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 MU0642  DYNAMIC HT  -        1396.330 (meters)    4581.13  (feet)  COMP
 MU0642  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 MU0642
 MU0642  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0642
 MU0642.The horizontal coordinates were scaled from a topographic map and have
 MU0642.an estimated accuracy of +/- 6 seconds.
 MU0642
 MU0642.The orthometric height was determined by differential leveling
 MU0642.and adjusted by the National Geodetic Survey in 1992..
 MU0642.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0642.rate of 0.0 thru 1.0 mm/km.
 MU0642
 MU0642.The geoid height was determined by GEOID03.
 MU0642
 MU0642.The dynamic height is computed by dividing the NAVD 88
 MU0642.geopotential number by the normal gravity value computed on the
 MU0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0642.degrees latitude (g = 980.6199 gals.).
 MU0642
 MU0642.The modeled gravity was interpolated from observed gravity values.
 MU0642
 MU0642;                    North         East    Units  Estimated Accuracy
 MU0642;SPC NV W     - 4,711,560.      919,840.      MT  (+/- 180 meters Scaled)
 MU0642
 MU0642                          SUPERSEDED SURVEY CONTROL
 MU0642
 MU0642  NGVD 29 (??/??/92) 1396.36   (m)         4581.2    (f) COMPUTED    2 0
 MU0642
 MU0642.Superseded values are not recommended for survey control.
 MU0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0642.See file dsdata.txt to determine how the superseded data were derived.
 MU0642
 MU0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF869556(NAD 83)
 MU0642_MARKER: DD = SURVEY DISK
 MU0642_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0642_SP_SET: COPPER-CLAD STEEL ROD
 MU0642_STAMPING: 69 HEI 1974 4581
 MU0642_MARK LOGO: USGS  
 MU0642_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0642+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0642
 MU0642  HISTORY     - Date     Condition        Report By
 MU0642  HISTORY     - 1974     MONUMENTED       USGS
 MU0642
 MU0642                          STATION DESCRIPTION
 MU0642
 MU0642'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0642'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0642'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 2.8
 MU0642'MILES NORTH ALONG A DIRT ROAD TO A CATTLEGUARD, 17 FEET EAST OF THE
 MU0642'ROAD, 2 FEET SOUTH OF A FENCE LINE, SET ON COPPER-COATED ROD ENCASED
 MU0642'IN 6-INCH WHITE PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0711 ***********************************************************************
 GS0711  DESIGNATION -  69 TJS
 GS0711  PID         -  GS0711
 GS0711  STATE/COUNTY-  NV/NYE
 GS0711  USGS QUAD   -  JACKASS FLATS (1983)
 GS0711
 GS0711                         *CURRENT SURVEY CONTROL
 GS0711  ___________________________________________________________________
 GS0711* NAD 83(1986)-  36 48 26.     (N)    116 22 07.     (W)     SCALED    
 GS0711* NAVD 88     -      1018.081  (meters)    3340.15   (feet)  ADJUSTED  
 GS0711  ___________________________________________________________________
 GS0711  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 GS0711  DYNAMIC HT  -        1017.014 (meters)    3336.65  (feet)  COMP
 GS0711  MODELED GRAV-     979,548.2   (mgal)                       NAVD 88
 GS0711
 GS0711  VERT ORDER  -  FIRST     CLASS I
 GS0711
 GS0711.The horizontal coordinates were scaled from a topographic map and have
 GS0711.an estimated accuracy of +/- 6 seconds.
 GS0711
 GS0711.The orthometric height was determined by differential leveling
 GS0711.and adjusted by the National Geodetic Survey in May 2004..
 GS0711
 GS0711.The geoid height was determined by GEOID03.
 GS0711
 GS0711.The dynamic height is computed by dividing the NAVD 88
 GS0711.geopotential number by the normal gravity value computed on the
 GS0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0711.degrees latitude (g = 980.6199 gals.).
 GS0711
 GS0711.The modeled gravity was interpolated from observed gravity values.
 GS0711
 GS0711;                    North         East    Units  Estimated Accuracy
 GS0711;SPC NV C     - 6,228,280.      526,600.      MT  (+/- 180 meters Scaled)
 GS0711
 GS0711                          SUPERSEDED SURVEY CONTROL
 GS0711
 GS0711  NAVD 88 (??/??/92) 1018.080  (m)         3340.15   (f) UNKNOWN     3 0
 GS0711  NGVD 29 (05/01/91) 1017.210  (m)         3337.30   (f) ADJUSTED    1 1
 GS0711
 GS0711.Superseded values are not recommended for survey control.
 GS0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0711.See file dsdata.txt to determine how the superseded data were derived.
 GS0711
 GS0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA563736(NAD 83)
 GS0711_MARKER: DB = BENCH MARK DISK
 GS0711_SETTING: 0 = UNSPECIFIED SETTING
 GS0711_STAMPING: 69 TJS 1983
 GS0711_MARK LOGO: USGS  
 GS0711_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0711
 GS0711  HISTORY     - Date     Condition        Report By
 GS0711  HISTORY     - 1983     MONUMENTED       USGS
 GS0711  HISTORY     - 1986     GOOD             USGS
 GS0711  HISTORY     - 1988     GOOD             USGS
 GS0711  HISTORY     - 19910515 GOOD             USGS
 GS0711  HISTORY     - 19930217 GOOD             USGS
 GS0711  HISTORY     - 19950224 GOOD             USGS
 GS0711
 GS0711                          STATION DESCRIPTION
 GS0711
 GS0711'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0711'45.6 KM (28.35 MI) NW FROM MERCURY.
 GS0711'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0711'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0711'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0711'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0711'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0711'STREET 0.5 MILES TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0711'PROCEED WEST 5.0 MILES, 165 FEET NORTH OF THE ROAD.
 GS0711'THE MARK IS 6 FT  S FROM  A ROCK CAIRN
 GS0711
 GS0711                          STATION RECOVERY (1986)
 GS0711
 GS0711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0711'RECOVERED IN GOOD CONDITION.
 GS0711
 GS0711                          STATION RECOVERY (1988)
 GS0711
 GS0711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0711'RECOVERED IN GOOD CONDITION.
 GS0711
 GS0711                          STATION RECOVERY (1991)
 GS0711
 GS0711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0711'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0711'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0711'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0711'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0711'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0711'STREET 0.5 MILE TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0711'PROCEED WEST 5.0 MILES, 165 FEET NORTH OF THE ROAD.
 GS0711
 GS0711                          STATION RECOVERY (1993)
 GS0711
 GS0711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0711'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0711'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0711'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0711'(34.3 KM) TO A GUARD STATION AT THE INTERSECTION OF ROADS C AND B,
 GS0711'TURN LEFT (SOUTHWEST) ON ROAD B 1.55 MILES (2.49 KM) TO 2ND STREET,
 GS0711'TURN RIGHT (NORTHEAST) ON 2ND STREET 0.5 MILE (0.8 KM) TO A DIRT
 GS0711'ROAD, TURN LEFT ON THE DIRT ROAD AND PROCEED WEST 5.0 MILES (8.0 KM)
 GS0711', 165 FEET (50.3 M) NORTH OF THE ROAD.
 GS0711
 GS0711                          STATION RECOVERY (1995)
 GS0711
 GS0711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0711'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0034 ***********************************************************************
 JR0034  DESIGNATION -  6922
 JR0034  PID         -  JR0034
 JR0034  STATE/COUNTY-  NV/MINERAL
 JR0034  USGS QUAD   -  AURORA (1989)
 JR0034
 JR0034                         *CURRENT SURVEY CONTROL
 JR0034  ___________________________________________________________________
 JR0034* NAD 83(1986)-  38 17 37.     (N)    118 55 47.     (W)     SCALED    
 JR0034* NAVD 88     -      2109.21   (+/-2cm)    6920.0    (feet)  VERTCON   
 JR0034  ___________________________________________________________________
 JR0034  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 JR0034
 JR0034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0034
 JR0034.The horizontal coordinates were scaled from a topographic map and have
 JR0034.an estimated accuracy of +/- 6 seconds.
 JR0034
 JR0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0034.The vertical order pertains to the NGVD 29 superseded value.
 JR0034
 JR0034.The geoid height was determined by GEOID03.
 JR0034
 JR0034;                    North         East    Units  Estimated Accuracy
 JR0034;SPC NV W     - 4,393,250.      769,700.      MT  (+/- 180 meters Scaled)
 JR0034
 JR0034                          SUPERSEDED SURVEY CONTROL
 JR0034
 JR0034  NGVD 29 (??/??/92) 2107.783  (m)         6915.28   (f) ADJ UNCH    2 0
 JR0034
 JR0034.Superseded values are not recommended for survey control.
 JR0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0034.See file dsdata.txt to determine how the superseded data were derived.
 JR0034
 JR0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC312401(NAD 83)
 JR0034_MARKER: P = PIPE CAP
 JR0034_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0034_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0034_STAMPING: 6922
 JR0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0034
 JR0034  HISTORY     - Date     Condition        Report By
 JR0034  HISTORY     - UNK      MONUMENTED       USGS
 JR0034  HISTORY     - 1940     GOOD             NGS
 JR0034
 JR0034                          STATION DESCRIPTION
 JR0034
 JR0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0034'28.6 MI NE FROM BRIDGEPORT.
 JR0034'IN MINERAL COUNTY, NEVADA, ABOUT 7 MILES SOUTH ALONG U.S. HIGHWAY
 JR0034'395 FROM BRIDGEPORT, MONO COUNTY, CALIFORNIA, THENCE 21.6 MILES
 JR0034'NORTHEAST ALONG THE ROAD LEADING TO HAWTHORNE, NEVADA, ABOUT 2
 JR0034'MILES WEST OF AURORA, ABOUT 180 FEET SOUTHWEST OF A STEEL
 JR0034'CULVERT ON A CREEK, AT THE JUNCTION OF A ROAD LEADING TO AURORA,
 JR0034'45 FEET EAST OF THE CENTER OF THE JUNCTION, AND NEAR A WHITE
 JR0034'WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JR0034'CAP, STAMPED 6922 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 JR0034'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0055 ***********************************************************************
 KP0055  DESIGNATION -  6949.7
 KP0055  PID         -  KP0055
 KP0055  STATE/COUNTY-  NV/WHITE PINE
 KP0055  USGS QUAD   -  CONNORS PASS (1993)
 KP0055
 KP0055                         *CURRENT SURVEY CONTROL
 KP0055  ___________________________________________________________________
 KP0055* NAD 83(1986)-  39 02 16.     (N)    114 39 00.     (W)     SCALED    
 KP0055* NAVD 88     -      2343.027  (meters)    7687.08   (feet)  ADJUSTED  
 KP0055  ___________________________________________________________________
 KP0055  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 KP0055  DYNAMIC HT  -        2340.323 (meters)    7678.21  (feet)  COMP
 KP0055  MODELED GRAV-     979,388.8   (mgal)                       NAVD 88
 KP0055
 KP0055  VERT ORDER  -  FIRST     CLASS II
 KP0055
 KP0055.The horizontal coordinates were scaled from a topographic map and have
 KP0055.an estimated accuracy of +/- 6 seconds.
 KP0055
 KP0055.The orthometric height was determined by differential leveling
 KP0055.and adjusted by the National Geodetic Survey in June 1991..
 KP0055
 KP0055.The geoid height was determined by GEOID03.
 KP0055
 KP0055.The dynamic height is computed by dividing the NAVD 88
 KP0055.geopotential number by the normal gravity value computed on the
 KP0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0055.degrees latitude (g = 980.6199 gals.).
 KP0055
 KP0055.The modeled gravity was interpolated from observed gravity values.
 KP0055
 KP0055;                    North         East    Units  Estimated Accuracy
 KP0055;SPC NV E     - 8,476,210.      280,800.      MT  (+/- 180 meters Scaled)
 KP0055
 KP0055                          SUPERSEDED SURVEY CONTROL
 KP0055
 KP0055  NGVD 29 (??/??/92) 2341.635  (m)         7682.51   (f) ADJ UNCH    1 2
 KP0055
 KP0055.Superseded values are not recommended for survey control.
 KP0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0055.See file dsdata.txt to determine how the superseded data were derived.
 KP0055
 KP0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD033235(NAD 83)
 KP0055_MARKER: DD = SURVEY DISK
 KP0055_SETTING: 0 = UNSPECIFIED SETTING
 KP0055_STAMPING: 228+83.8 6949.7 1927
 KP0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KP0055
 KP0055  HISTORY     - Date     Condition        Report By
 KP0055  HISTORY     - 1927     MONUMENTED       BPR
 KP0055  HISTORY     - 1960     MARK NOT FOUND   NGS
 KP0055
 KP0055                          STATION DESCRIPTION
 KP0055
 KP0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KP0055'22.9 MI SE FROM ELY.
 KP0055'22.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM THE COUNTY COURTHOUSE
 KP0055'AT ELY, 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 KP0055'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0368 ***********************************************************************
 HQ0368  DESIGNATION -  6961
 HQ0368  PID         -  HQ0368
 HQ0368  STATE/COUNTY-  NV/ESMERALDA
 HQ0368  USGS QUAD   -  OASIS DIVIDE (1987)
 HQ0368
 HQ0368                         *CURRENT SURVEY CONTROL
 HQ0368  ___________________________________________________________________
 HQ0368* NAD 83(1986)-  37 33 08.     (N)    117 45 39.     (W)     SCALED    
 HQ0368* NAVD 88     -      2098.242  (meters)    6883.98   (feet)  ADJUSTED  
 HQ0368  ___________________________________________________________________
 HQ0368  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 HQ0368  DYNAMIC HT  -        2095.675 (meters)    6875.56  (feet)  COMP
 HQ0368  MODELED GRAV-     979,331.4   (mgal)                       NAVD 88
 HQ0368
 HQ0368  VERT ORDER  -  SECOND    CLASS 0
 HQ0368
 HQ0368.The horizontal coordinates were scaled from a topographic map and have
 HQ0368.an estimated accuracy of +/- 6 seconds.
 HQ0368
 HQ0368.The orthometric height was determined by differential leveling
 HQ0368.and adjusted by the National Geodetic Survey in June 1991..
 HQ0368
 HQ0368.The geoid height was determined by GEOID03.
 HQ0368
 HQ0368.The dynamic height is computed by dividing the NAVD 88
 HQ0368.geopotential number by the normal gravity value computed on the
 HQ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0368.degrees latitude (g = 980.6199 gals.).
 HQ0368
 HQ0368.The modeled gravity was interpolated from observed gravity values.
 HQ0368
 HQ0368;                    North         East    Units  Estimated Accuracy
 HQ0368;SPC NV W     - 4,311,230.      872,670.      MT  (+/- 180 meters Scaled)
 HQ0368
 HQ0368                          SUPERSEDED SURVEY CONTROL
 HQ0368
 HQ0368  NGVD 29 (??/??/92) 2097.010  (m)         6879.94   (f) ADJ UNCH    2 0
 HQ0368
 HQ0368.Superseded values are not recommended for survey control.
 HQ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0368.See file dsdata.txt to determine how the superseded data were derived.
 HQ0368
 HQ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB327564(NAD 83)
 HQ0368_MARKER: P = PIPE CAP
 HQ0368_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0368_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0368_STAMPING: 6961
 HQ0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0368
 HQ0368  HISTORY     - Date     Condition        Report By
 HQ0368  HISTORY     - UNK      MONUMENTED       USGS
 HQ0368  HISTORY     - 1958     GOOD             NGS
 HQ0368
 HQ0368                          STATION DESCRIPTION
 HQ0368
 HQ0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HQ0368'10.2 MI NE FROM OASIS RANCH.
 HQ0368'2.0 MILES EAST ALONG STATE ROUTE 63 FROM THE T JUNCTION OF THE
 HQ0368'ENTRANCE ROAD TO OASIS RANCH, THENCE 8.2 MILES NORTHEAST ALONG
 HQ0368'A DIRT ROAD, AT A SUMMIT, 135 YARDS SOUTH OF THE CENTER OF THE
 HQ0368'T JUNCTION OF A TRACK ROAD SOUTH, 99 FEET NORTH OF THE CENTER
 HQ0368'OF THE Y JUNCTION OF A TRACK ROAD NORTHWEST, 10 FEET EAST OF THE
 HQ0368'CENTER LINE OF THE NORTH-SOUTH TRACK ROAD, 1.6 FEET SOUTH OF A
 HQ0368'WITNESS POST, LEVEL WITH THE TRACK ROAD, AND RIVETED ON TOP OF A
 HQ0368'3 1/2-INCH IRON PIPE PROJECTING 1.1 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0214 ***********************************************************************
 KR0214  DESIGNATION -  7
 KR0214  PID         -  KR0214
 KR0214  STATE/COUNTY-  NV/CHURCHILL
 KR0214  USGS QUAD   -  BUNEJUG MTS (1985)
 KR0214
 KR0214                         *CURRENT SURVEY CONTROL
 KR0214  ___________________________________________________________________
 KR0214* NAD 83(1986)-  39 20 30.     (N)    118 31 47.     (W)     SCALED    
 KR0214* NAVD 88     -      1195.606  (meters)    3922.58   (feet)  ADJUSTED  
 KR0214  ___________________________________________________________________
 KR0214  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 KR0214  DYNAMIC HT  -        1194.555 (meters)    3919.14  (feet)  COMP
 KR0214  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 KR0214
 KR0214  VERT ORDER  -  FIRST     CLASS II
 KR0214
 KR0214.The horizontal coordinates were scaled from a topographic map and have
 KR0214.an estimated accuracy of +/- 6 seconds.
 KR0214
 KR0214.The orthometric height was determined by differential leveling
 KR0214.and adjusted by the National Geodetic Survey in June 1991..
 KR0214.WARNING-Repeat measurements at this control monument indicate possible
 KR0214.vertical movement.
 KR0214
 KR0214.The geoid height was determined by GEOID03.
 KR0214
 KR0214.The dynamic height is computed by dividing the NAVD 88
 KR0214.geopotential number by the normal gravity value computed on the
 KR0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0214.degrees latitude (g = 980.6199 gals.).
 KR0214
 KR0214.The modeled gravity was interpolated from observed gravity values.
 KR0214
 KR0214;                    North         East    Units  Estimated Accuracy
 KR0214;SPC NV W     - 4,509,530.      804,620.      MT  (+/- 180 meters Scaled)
 KR0214
 KR0214                          SUPERSEDED SURVEY CONTROL
 KR0214
 KR0214  NGVD 29 (??/??/92) 1194.616  (m)         3919.34   (f) ADJ UNCH    1 2
 KR0214
 KR0214.Superseded values are not recommended for survey control.
 KR0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0214.See file dsdata.txt to determine how the superseded data were derived.
 KR0214
 KR0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD681558(NAD 83)
 KR0214_MARKER: DD = SURVEY DISK
 KR0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0214_STAMPING: 7
 KR0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0214+STABILITY: SURFACE MOTION
 KR0214
 KR0214  HISTORY     - Date     Condition        Report By
 KR0214  HISTORY     - UNK      MONUMENTED       NVDH
 KR0214  HISTORY     - 1967     GOOD             NGS
 KR0214  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0214
 KR0214                          STATION DESCRIPTION
 KR0214
 KR0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0214'3.8 MI SE FROM SALT WELLS.
 KR0214'ABOUT 3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE
 KR0214'STATION AT SALT WELLS, IN SECTION 17, T 17 N, R 31 E, 50 FEET
 KR0214'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET NORTHEAST OF THE
 KR0214'NORTHEAST BANK OF A DRAINAGE DITCH, 1.6 FEET NORTHEAST OF A WOODEN
 KR0214'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, A NEVADA
 KR0214'STATE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A CONCRETE POST ABOUT
 KR0214'LEVEL WITH THE GROUND.
 KR0214
 KR0214                          STATION RECOVERY (1986)
 KR0214
 KR0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0214'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0240 ***********************************************************************
 JR0240  DESIGNATION -  7
 JR0240  PID         -  JR0240
 JR0240  STATE/COUNTY-  NV/MINERAL
 JR0240  USGS QUAD   -  BASALT (1982)
 JR0240
 JR0240                         *CURRENT SURVEY CONTROL
 JR0240  ___________________________________________________________________
 JR0240* NAD 83(1986)-  38 01 56.     (N)    118 16 56.     (W)     SCALED    
 JR0240* NAVD 88     -      1862.250  (meters)    6109.73   (feet)  ADJUSTED  
 JR0240  ___________________________________________________________________
 JR0240  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 JR0240  DYNAMIC HT  -        1860.128 (meters)    6102.77  (feet)  COMP
 JR0240  MODELED GRAV-     979,423.4   (mgal)                       NAVD 88
 JR0240
 JR0240  VERT ORDER  -  FIRST     CLASS II
 JR0240
 JR0240.The horizontal coordinates were scaled from a topographic map and have
 JR0240.an estimated accuracy of +/- 6 seconds.
 JR0240
 JR0240.The orthometric height was determined by differential leveling
 JR0240.and adjusted by the National Geodetic Survey in June 1991..
 JR0240
 JR0240.The geoid height was determined by GEOID03.
 JR0240
 JR0240.The dynamic height is computed by dividing the NAVD 88
 JR0240.geopotential number by the normal gravity value computed on the
 JR0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0240.degrees latitude (g = 980.6199 gals.).
 JR0240
 JR0240.The modeled gravity was interpolated from observed gravity values.
 JR0240
 JR0240;                    North         East    Units  Estimated Accuracy
 JR0240;SPC NV W     - 4,364,220.      826,430.      MT  (+/- 180 meters Scaled)
 JR0240
 JR0240                          SUPERSEDED SURVEY CONTROL
 JR0240
 JR0240  NGVD 29 (??/??/92) 1860.959  (m)         6105.50   (f) ADJ UNCH    1 2
 JR0240
 JR0240.Superseded values are not recommended for survey control.
 JR0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0240.See file dsdata.txt to determine how the superseded data were derived.
 JR0240
 JR0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC874101(NAD 83)
 JR0240_MARKER: DD = SURVEY DISK
 JR0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0240_SP_SET: CONCRETE POST
 JR0240_STAMPING: 7 S-662-1 M1-10
 JR0240_MARK LOGO: NVDH  
 JR0240_PROJECTION: PROJECTING 10 CENTIMETERS
 JR0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0240+STABILITY: SURFACE MOTION
 JR0240
 JR0240  HISTORY     - Date     Condition        Report By
 JR0240  HISTORY     - UNK      MONUMENTED       NVDH
 JR0240  HISTORY     - 1955     GOOD             NGS
 JR0240  HISTORY     - 1986     GOOD             NGS
 JR0240
 JR0240                          STATION DESCRIPTION
 JR0240
 JR0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0240'2 MI N FROM BASALT.
 JR0240'2.0 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0240'HIGHWAY 6 AT BASALT, 102 FEET NORTHWEST OF THE CENTER OF THE Y
 JR0240'JUNCTION OF A DIRT ROAD LEADING NORTHEAST, ON A SMALL RIDGE,
 JR0240'56.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET EAST
 JR0240'OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY,
 JR0240'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 JR0240'THE GROUND.
 JR0240
 JR0240                          STATION RECOVERY (1986)
 JR0240
 JR0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0240'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0240'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUMT
 JR0240'MONTGOMERY, THENCE 2.6 KM (1.6 MI) NORTH ALONG STATE HIGHWAY 360,
 JR0240'0.64 KM (0.40 MI) SOUTH OF MILEPOST 2, IN THE NORTHWEST CORNER OF THE
 JR0240'INTERSECTION OF A DIRT ROAD, 17.1 METERS (56.0 FT) WEST OF THE
 JR0240'CENTERLINE OF THE HIGHWAY, 60.4 METERS (198 FT) NORTH OF THE CENTER
 JR0240'OF THE ROAD, 19.2 METERS (63.0 FT) SOUTH OF THE NORTH END OF A DIRT
 JR0240'TURN OUT.
 JR0240'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 JR0240'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0283 ***********************************************************************
 KR0283  DESIGNATION -  7
 KR0283  PID         -  KR0283
 KR0283  STATE/COUNTY-  NV/MINERAL
 KR0283  USGS QUAD   -  WEBER DAM (1987)
 KR0283
 KR0283                         *CURRENT SURVEY CONTROL
 KR0283  ___________________________________________________________________
 KR0283* NAD 83(1986)-  39 02 13.     (N)    118 47 53.     (W)     SCALED    
 KR0283* NAVD 88     -      1390.32   (+/-2cm)    4561.4    (feet)  VERTCON   
 KR0283  ___________________________________________________________________
 KR0283  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 KR0283
 KR0283  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0283
 KR0283.The horizontal coordinates were scaled from a topographic map and have
 KR0283.an estimated accuracy of +/- 6 seconds.
 KR0283
 KR0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0283.The vertical order pertains to the NGVD 29 superseded value.
 KR0283
 KR0283.The geoid height was determined by GEOID03.
 KR0283
 KR0283;                    North         East    Units  Estimated Accuracy
 KR0283;SPC NV W     - 4,475,720.      781,410.      MT  (+/- 180 meters Scaled)
 KR0283
 KR0283                          SUPERSEDED SURVEY CONTROL
 KR0283
 KR0283  NGVD 29 (??/??/92) 1389.273  (m)         4557.97   (f) ADJ UNCH    1 2
 KR0283
 KR0283.Superseded values are not recommended for survey control.
 KR0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0283.See file dsdata.txt to determine how the superseded data were derived.
 KR0283
 KR0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD443224(NAD 83)
 KR0283_MARKER: N = NAIL
 KR0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0283_SP_SET: CULVERT
 KR0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0283
 KR0283  HISTORY     - Date     Condition        Report By
 KR0283  HISTORY     - UNK      MONUMENTED       NVDH
 KR0283  HISTORY     - 1955     GOOD             NGS
 KR0283  HISTORY     - 1984     MARK NOT FOUND   USGS
 KR0283
 KR0283                          STATION DESCRIPTION
 KR0283
 KR0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0283'6.1 MI N FROM SCHURZ.
 KR0283'6.1 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE CROSSING OF THE
 KR0283'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, AT AN 18-INCH CORRUGATED
 KR0283'METAL PIPE CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 KR0283'HEAD WALL, 16.9 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 KR0283'1/2 FOOT LOWER THAN THE HIGHWAY.
 KR0283
 KR0283                          STATION RECOVERY (1984)
 KR0283
 KR0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0306 ***********************************************************************
 JQ0306  DESIGNATION -  7
 JQ0306  PID         -  JQ0306
 JQ0306  STATE/COUNTY-  NV/ESMERALDA
 JQ0306  USGS QUAD   -  CROW SPRINGS (1968)
 JQ0306
 JQ0306                         *CURRENT SURVEY CONTROL
 JQ0306  ___________________________________________________________________
 JQ0306* NAD 83(1986)-  38 08 06.     (N)    117 31 23.     (W)     SCALED    
 JQ0306* NAVD 88     -      1459.471  (meters)    4788.28   (feet)  ADJUSTED  
 JQ0306  ___________________________________________________________________
 JQ0306  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 JQ0306  DYNAMIC HT  -        1457.914 (meters)    4783.17  (feet)  COMP
 JQ0306  MODELED GRAV-     979,511.6   (mgal)                       NAVD 88
 JQ0306
 JQ0306  VERT ORDER  -  FIRST     CLASS II
 JQ0306
 JQ0306.The horizontal coordinates were scaled from a topographic map and have
 JQ0306.an estimated accuracy of +/- 6 seconds.
 JQ0306
 JQ0306.The orthometric height was determined by differential leveling
 JQ0306.and adjusted by the National Geodetic Survey in June 1991..
 JQ0306
 JQ0306.The geoid height was determined by GEOID03.
 JQ0306
 JQ0306.The dynamic height is computed by dividing the NAVD 88
 JQ0306.geopotential number by the normal gravity value computed on the
 JQ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0306.degrees latitude (g = 980.6199 gals.).
 JQ0306
 JQ0306.The modeled gravity was interpolated from observed gravity values.
 JQ0306
 JQ0306;                    North         East    Units  Estimated Accuracy
 JQ0306;SPC NV W     - 4,376,120.      892,950.      MT  (+/- 180 meters Scaled)
 JQ0306
 JQ0306                          SUPERSEDED SURVEY CONTROL
 JQ0306
 JQ0306  NGVD 29 (??/??/92) 1458.370  (m)         4784.67   (f) ADJ UNCH    1 2
 JQ0306
 JQ0306.Superseded values are not recommended for survey control.
 JQ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0306.See file dsdata.txt to determine how the superseded data were derived.
 JQ0306
 JQ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC541209(NAD 83)
 JQ0306_MARKER: DD = SURVEY DISK
 JQ0306_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0306_STAMPING: RSP EX RI 7
 JQ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0306+STABILITY: SURFACE MOTION
 JQ0306
 JQ0306  HISTORY     - Date     Condition        Report By
 JQ0306  HISTORY     - UNK      MONUMENTED       NVDH
 JQ0306  HISTORY     - 1953     GOOD             NGS
 JQ0306  HISTORY     - 1984     GOOD             NGS
 JQ0306
 JQ0306                          STATION DESCRIPTION
 JQ0306
 JQ0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0306'17.4 MI W FROM TONOPAH.
 JQ0306'17.4 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0306'TONOPAH, AT CONCRETE BOX CULVERT D 991+00, IN THE TOP OF THE WEST END
 JQ0306'OF THE NORTH CONCRETE HEAD WALL, 20.5 FEET NORTH OF THE CENTER LINE OF
 JQ0306'THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 JQ0306
 JQ0306                          STATION RECOVERY (1984)
 JQ0306
 JQ0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0306'RECOVERED IN GOOD CONDITION.  DISK HAS NO PRECAST ORIGIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1138 ***********************************************************************
 KR1138  DESIGNATION -  7
 KR1138  PID         -  KR1138
 KR1138  STATE/COUNTY-  NV/WASHOE
 KR1138  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR1138
 KR1138                         *CURRENT SURVEY CONTROL
 KR1138  ___________________________________________________________________
 KR1138* NAD 83(1986)-  39 28 39.     (N)    119 45 48.     (W)     SCALED    
 KR1138* NAVD 88     -      1347.504  (meters)    4420.94   (feet)  ADJUSTED  
 KR1138  ___________________________________________________________________
 KR1138  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 KR1138  DYNAMIC HT  -        1346.281 (meters)    4416.92  (feet)  COMP
 KR1138  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 KR1138
 KR1138  VERT ORDER  -  FIRST     CLASS II
 KR1138
 KR1138.The horizontal coordinates were scaled from a topographic map and have
 KR1138.an estimated accuracy of +/- 6 seconds.
 KR1138
 KR1138.The orthometric height was determined by differential leveling
 KR1138.and adjusted by the National Geodetic Survey in June 1991..
 KR1138
 KR1138.The geoid height was determined by GEOID03.
 KR1138
 KR1138.The dynamic height is computed by dividing the NAVD 88
 KR1138.geopotential number by the normal gravity value computed on the
 KR1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1138.degrees latitude (g = 980.6199 gals.).
 KR1138
 KR1138.The modeled gravity was interpolated from observed gravity values.
 KR1138
 KR1138;                    North         East    Units  Estimated Accuracy
 KR1138;SPC NV W     - 4,525,270.      698,480.      MT  (+/- 180 meters Scaled)
 KR1138
 KR1138                          SUPERSEDED SURVEY CONTROL
 KR1138
 KR1138  NGVD 29 (??/??/92) 1346.436  (m)         4417.43   (f) ADJ UNCH    1 2
 KR1138
 KR1138.Superseded values are not recommended for survey control.
 KR1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1138.See file dsdata.txt to determine how the superseded data were derived.
 KR1138
 KR1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD623734(NAD 83)
 KR1138_MARKER: DB = BENCH MARK DISK
 KR1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1138_STAMPING: 7 4417.466
 KR1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1138+STABILITY: SURFACE MOTION
 KR1138
 KR1138  HISTORY     - Date     Condition        Report By
 KR1138  HISTORY     - UNK      MONUMENTED       CGS
 KR1138  HISTORY     - 1951     GOOD             NGS
 KR1138  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1138  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1138
 KR1138                          STATION DESCRIPTION
 KR1138
 KR1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1138'4.6 MI SE FROM RENO.
 KR1138'ABOUT 2.8 MILES SOUTHEAST ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE
 KR1138'IN RENO, THENCE 1.8 MILES SOUTHEAST ALONG PECKHAM LANE, AT THE
 KR1138'JUNCTION OF PECKHAM AND LONGLEY LANES, ABOUT 75 YARDS WEST OF THE
 KR1138'JUNCTION OF PECKHAM, BOYNTON, AND SHORT LANE, ABOUT 0.8 MILES NORTH OF
 KR1138'THE CAPURRO RANCH HOUSE, 51 1/2 FEET EAST OF THE CENTER LINE OF
 KR1138'LONGLEY LANE, 27 FEET SOUTH OF THE CENTER LINE OF PECKHAM LANE, 3.8
 KR1138'FEET WEST OF A TELEPHONE LINE POLE NO. 41, 1.8 FEET EAST OF A WITNESS
 KR1138'POST, ABOUT LEVEL WITH THE LANES, AND SET IN THE TOP OF A CONCRETE
 KR1138'POST IMBEDDED ABOUT 0.3 FEET INTO THE GROUND.
 KR1138
 KR1138                          STATION RECOVERY (1967)
 KR1138
 KR1138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1138'MARK NOT FOUND.
 KR1138
 KR1138                          STATION RECOVERY (2003)
 KR1138
 KR1138'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0513 ***********************************************************************
 JR0513  DESIGNATION -  7 1
 JR0513  PID         -  JR0513
 JR0513  STATE/COUNTY-  NV/DOUGLAS
 JR0513  USGS QUAD   -  MINDEN (1982)
 JR0513
 JR0513                         *CURRENT SURVEY CONTROL
 JR0513  ___________________________________________________________________
 JR0513* NAD 83(1986)-  38 57 21.     (N)    119 46 45.     (W)     SCALED    
 JR0513* NAVD 88     -      1435.12   (+/-2cm)    4708.4    (feet)  VERTCON   
 JR0513  ___________________________________________________________________
 JR0513  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 JR0513
 JR0513  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0513
 JR0513.The horizontal coordinates were scaled from a topographic map and have
 JR0513.an estimated accuracy of +/- 6 seconds.
 JR0513
 JR0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0513.The vertical order pertains to the NGVD 29 superseded value.
 JR0513
 JR0513.The geoid height was determined by GEOID03.
 JR0513
 JR0513;                    North         East    Units  Estimated Accuracy
 JR0513;SPC NV W     - 4,467,380.      696,350.      MT  (+/- 180 meters Scaled)
 JR0513
 JR0513                          SUPERSEDED SURVEY CONTROL
 JR0513
 JR0513  NGVD 29 (??/??/92) 1433.994  (m)         4704.70   (f) ADJ UNCH    2 0
 JR0513
 JR0513.Superseded values are not recommended for survey control.
 JR0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0513.See file dsdata.txt to determine how the superseded data were derived.
 JR0513
 JR0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD591155(NAD 83)
 JR0513_MARKER: DD = SURVEY DISK
 JR0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0513_STAMPING: 7-1
 JR0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0513+STABILITY: SURFACE MOTION
 JR0513
 JR0513  HISTORY     - Date     Condition        Report By
 JR0513  HISTORY     - UNK      MONUMENTED       NVGS
 JR0513  HISTORY     - 1951     GOOD             NGS
 JR0513
 JR0513                          STATION DESCRIPTION
 JR0513
 JR0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0513'1.3 MI W FROM MINDEN.
 JR0513'ABOUT 1.0 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST
 JR0513'OFFICE AT MINDEN, THENCE 0.3 MILES SOUTH ALONG STATE HIGHWAY 37,
 JR0513'AT A GRAVEL ROAD CROSSING, AT A POINT WHERE A POWER LINE CROSSES
 JR0513'OVER THE HIGHWAY, 63 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 JR0513'ROAD, 48.5 FEET WEST OF THE CENTER LINE OF THE STATE HIGHWAY,
 JR0513'27.6 FEET NORTHWEST OF THE NORTH END OF A DOUBLE 26-INCH
 JR0513'CORRUGATED METAL PIPE CULVERT, 1.3 FEET EAST OF A FENCE, 1.6 FEET
 JR0513'SOUTH OF A WITNESS POST, ABOUT ONE FOOT LOWER THAN THE HIGHWAY,
 JR0513'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE
 JR0513'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0761 ***********************************************************************
 GS0761  DESIGNATION -  7 A HN
 GS0761  PID         -  GS0761
 GS0761  STATE/COUNTY-  NV/NYE
 GS0761  USGS QUAD   -  CAMP DESERT ROCK (1983)
 GS0761
 GS0761                         *CURRENT SURVEY CONTROL
 GS0761  ___________________________________________________________________
 GS0761* NAD 83(1986)-  36 38 02.     (N)    116 04 23.     (W)     SCALED    
 GS0761* NAVD 88     -      1004.220  (meters)    3294.68   (feet)  ADJUSTED  
 GS0761  ___________________________________________________________________
 GS0761  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 GS0761  DYNAMIC HT  -        1003.169 (meters)    3291.23  (feet)  COMP
 GS0761  MODELED GRAV-     979,550.3   (mgal)                       NAVD 88
 GS0761
 GS0761  VERT ORDER  -  FIRST     CLASS I
 GS0761
 GS0761.The horizontal coordinates were scaled from a topographic map and have
 GS0761.an estimated accuracy of +/- 6 seconds.
 GS0761
 GS0761.The orthometric height was determined by differential leveling
 GS0761.and adjusted by the National Geodetic Survey in May 2004..
 GS0761
 GS0761.The geoid height was determined by GEOID03.
 GS0761
 GS0761.The dynamic height is computed by dividing the NAVD 88
 GS0761.geopotential number by the normal gravity value computed on the
 GS0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0761.degrees latitude (g = 980.6199 gals.).
 GS0761
 GS0761.The modeled gravity was interpolated from observed gravity values.
 GS0761
 GS0761;                    North         East    Units  Estimated Accuracy
 GS0761;SPC NV C     - 6,209,170.      553,090.      MT  (+/- 180 meters Scaled)
 GS0761
 GS0761                          SUPERSEDED SURVEY CONTROL
 GS0761
 GS0761  NAVD 88 (??/??/92) 1004.228  (m)         3294.70   (f) UNKNOWN     3 0
 GS0761  NGVD 29 (05/01/91) 1003.391  (m)         3291.96   (f) ADJUSTED    1 1
 GS0761
 GS0761.Superseded values are not recommended for survey control.
 GS0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0761.See file dsdata.txt to determine how the superseded data were derived.
 GS0761
 GS0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA828546(NAD 83)
 GS0761_MARKER: DD = SURVEY DISK
 GS0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0761_SP_SET: CONCRETE POST
 GS0761_STAMPING: H-N BM 7A 1956 3292.08
 GS0761_MARK LOGO: AEC   
 GS0761_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0761+STABILITY: SURFACE MOTION
 GS0761
 GS0761  HISTORY     - Date     Condition        Report By
 GS0761  HISTORY     - 1956     MONUMENTED       AEC
 GS0761  HISTORY     - 1986     GOOD             USGS
 GS0761  HISTORY     - 1988     GOOD             USGS
 GS0761  HISTORY     - 19910625 GOOD             USGS
 GS0761  HISTORY     - 19930331 GOOD             USGS
 GS0761  HISTORY     - 19950407 GOOD             USGS
 GS0761
 GS0761                          STATION DESCRIPTION
 GS0761
 GS0761'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0761'7.1 KM (4.40 MI) NW FROM MERCURY.
 GS0761'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0761'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0761'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES, 181 FEET EAST
 GS0761'OF THE HIGHWAY.
 GS0761'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GS0761
 GS0761                          STATION RECOVERY (1988)
 GS0761
 GS0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0761'RECOVERED IN GOOD CONDITION.
 GS0761
 GS0761                          STATION RECOVERY (1991)
 GS0761
 GS0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0761'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0761'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0761'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES, 181 FEET EAST
 GS0761'OF THE HIGHWAY.
 GS0761
 GS0761                          STATION RECOVERY (1993)
 GS0761
 GS0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0761'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0761'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0761'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES
 GS0761'(7.1 KM), 181 FEET (55.2 M) EAST OF THE HIGHWAY.
 GS0761
 GS0761                          STATION RECOVERY (1995)
 GS0761
 GS0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0761'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0403 ***********************************************************************
 HP0403  DESIGNATION -  7 DOR
 HP0403  PID         -  HP0403
 HP0403  STATE/COUNTY-  NV/LINCOLN
 HP0403  USGS QUAD   -  WHITE RIVER NARROWS (1970)
 HP0403
 HP0403                         *CURRENT SURVEY CONTROL
 HP0403  ___________________________________________________________________
 HP0403* NAD 83(1986)-  37 48 51.     (N)    115 03 52.     (W)     SCALED    
 HP0403* NAVD 88     -      1349.461  (meters)    4427.36   (feet)  ADJUSTED  
 HP0403  ___________________________________________________________________
 HP0403  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 HP0403  DYNAMIC HT  -        1348.028 (meters)    4422.66  (feet)  COMP
 HP0403  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 HP0403
 HP0403  VERT ORDER  -  SECOND    CLASS 0
 HP0403
 HP0403.The horizontal coordinates were scaled from a topographic map and have
 HP0403.an estimated accuracy of +/- 6 seconds.
 HP0403
 HP0403.The orthometric height was determined by differential leveling
 HP0403.and adjusted by the National Geodetic Survey in June 1991..
 HP0403
 HP0403.The geoid height was determined by GEOID03.
 HP0403
 HP0403.The dynamic height is computed by dividing the NAVD 88
 HP0403.geopotential number by the normal gravity value computed on the
 HP0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0403.degrees latitude (g = 980.6199 gals.).
 HP0403
 HP0403.The modeled gravity was interpolated from observed gravity values.
 HP0403
 HP0403;                    North         East    Units  Estimated Accuracy
 HP0403;SPC NV E     - 8,340,110.      245,690.      MT  (+/- 180 meters Scaled)
 HP0403
 HP0403                          SUPERSEDED SURVEY CONTROL
 HP0403
 HP0403  NGVD 29 (??/??/92) 1348.50   (m)         4424.2    (f) COMPUTED    2 0
 HP0403
 HP0403.Superseded values are not recommended for survey control.
 HP0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0403.See file dsdata.txt to determine how the superseded data were derived.
 HP0403
 HP0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB703869(NAD 83)
 HP0403_MARKER: DD = SURVEY DISK
 HP0403_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0403_SP_SET: COPPER-CLAD STEEL ROD
 HP0403_STAMPING: 7 DOR 1968 4424
 HP0403_MARK LOGO: USGS  
 HP0403_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0403+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0403
 HP0403  HISTORY     - Date     Condition        Report By
 HP0403  HISTORY     - 1968     MONUMENTED       USGS
 HP0403
 HP0403                          STATION DESCRIPTION
 HP0403
 HP0403'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0403'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 19.6 MILES NORTHEAST
 HP0403'ALONG HIGHWAY 38, 100 FEET NORTHWEST OF A SECONDARY ROAD PRELIMINARY
 HP0403'SURVEY CENTERLINE (-P- LINE), 66 FEET NORTHWEST OF THE ROAD, 2 FEET
 HP0403'SOUTHEAST OF A WITNESS SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY A
 HP0403'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0570 ***********************************************************************
 JP0570  DESIGNATION -  7 DOR
 JP0570  PID         -  JP0570
 JP0570  STATE/COUNTY-  NV/LINCOLN
 JP0570  USGS QUAD   -  MILK RANCH SPRING (1978)
 JP0570
 JP0570                         *CURRENT SURVEY CONTROL
 JP0570  ___________________________________________________________________
 JP0570* NAD 83(1986)-  38 35 21.     (N)    114 44 52.     (W)     SCALED    
 JP0570* NAVD 88     -      2116.289  (meters)    6943.19   (feet)  ADJUSTED  
 JP0570  ___________________________________________________________________
 JP0570  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 JP0570  DYNAMIC HT  -        2113.763 (meters)    6934.90  (feet)  COMP
 JP0570  MODELED GRAV-     979,359.7   (mgal)                       NAVD 88
 JP0570
 JP0570  VERT ORDER  -  SECOND    CLASS 0
 JP0570
 JP0570.The horizontal coordinates were scaled from a topographic map and have
 JP0570.an estimated accuracy of +/- 6 seconds.
 JP0570
 JP0570.The orthometric height was determined by differential leveling
 JP0570.and adjusted by the National Geodetic Survey in August 1995..
 JP0570
 JP0570.The geoid height was determined by GEOID03.
 JP0570
 JP0570.The dynamic height is computed by dividing the NAVD 88
 JP0570.geopotential number by the normal gravity value computed on the
 JP0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0570.degrees latitude (g = 980.6199 gals.).
 JP0570
 JP0570.The modeled gravity was interpolated from observed gravity values.
 JP0570
 JP0570;                    North         East    Units  Estimated Accuracy
 JP0570;SPC NV E     - 8,426,330.      272,790.      MT  (+/- 180 meters Scaled)
 JP0570
 JP0570                          SUPERSEDED SURVEY CONTROL
 JP0570
 JP0570.No superseded survey control is available for this station.
 JP0570
 JP0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC961735(NAD 83)
 JP0570_MARKER: DD = SURVEY DISK
 JP0570_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0570_SP_SET: COPPER-CLAD STEEL ROD
 JP0570_STAMPING: 7 DOR 1971 6939
 JP0570_MARK LOGO: USGS  
 JP0570_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0570
 JP0570  HISTORY     - Date     Condition        Report By
 JP0570  HISTORY     - 1971     MONUMENTED       USGS
 JP0570
 JP0570                          STATION DESCRIPTION
 JP0570
 JP0570'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0570'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0570'HIGHWAY 93 TO A T-ROAD WEST, THENCE 5.8 MILES WEST, 27 FEET NORTHWEST
 JP0570'OF AND 4 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 2 FEET
 JP0570'SOUTHEAST OF A WITNESS POST, A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0570'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0450 ***********************************************************************
 KP0450  DESIGNATION -  7 DOR
 KP0450  PID         -  KP0450
 KP0450  STATE/COUNTY-  NV/WHITE PINE
 KP0450  USGS QUAD   -  CONNORS PASS (1993)
 KP0450
 KP0450                         *CURRENT SURVEY CONTROL
 KP0450  ___________________________________________________________________
 KP0450* NAD 83(1986)-  39 01 16.     (N)    114 40 57.     (W)     SCALED    
 KP0450* NAVD 88     -      2195.547  (meters)    7203.22   (feet)  ADJUSTED  
 KP0450  ___________________________________________________________________
 KP0450  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 KP0450  DYNAMIC HT  -        2193.035 (meters)    7194.98  (feet)  COMP
 KP0450  MODELED GRAV-     979,405.1   (mgal)                       NAVD 88
 KP0450
 KP0450  VERT ORDER  -  SECOND    CLASS 0
 KP0450
 KP0450.The horizontal coordinates were scaled from a topographic map and have
 KP0450.an estimated accuracy of +/- 6 seconds.
 KP0450
 KP0450.The orthometric height was determined by differential leveling
 KP0450.and adjusted by the National Geodetic Survey in August 1995..
 KP0450
 KP0450.The geoid height was determined by GEOID03.
 KP0450
 KP0450.The dynamic height is computed by dividing the NAVD 88
 KP0450.geopotential number by the normal gravity value computed on the
 KP0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0450.degrees latitude (g = 980.6199 gals.).
 KP0450
 KP0450.The modeled gravity was interpolated from observed gravity values.
 KP0450
 KP0450;                    North         East    Units  Estimated Accuracy
 KP0450;SPC NV E     - 8,474,330.      278,010.      MT  (+/- 180 meters Scaled)
 KP0450
 KP0450                          SUPERSEDED SURVEY CONTROL
 KP0450
 KP0450.No superseded survey control is available for this station.
 KP0450
 KP0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD006216(NAD 83)
 KP0450_MARKER: DD = SURVEY DISK
 KP0450_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KP0450_SP_SET: COPPER-CLAD STEEL ROD
 KP0450_STAMPING: 7 DOR 1973 7199
 KP0450_MARK LOGO: USGS  
 KP0450_MAGNETIC: I = MARKER IS A STEEL ROD
 KP0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0450
 KP0450  HISTORY     - Date     Condition        Report By
 KP0450  HISTORY     - 1973     MONUMENTED       USGS
 KP0450
 KP0450                          STATION DESCRIPTION
 KP0450
 KP0450'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 KP0450'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 19.7 MILES
 KP0450'SOUTHEAST ALONG U S HIGHWAY 6, 0.1 MILE WEST OF MILEPOST 58, 70 FEET
 KP0450'NORTHWEST OF AND 1 FOOT LOWER THAN THE CENTERLINE OF THE HIGHWAY, 36
 KP0450'FEET NORTHWEST OF THE NORTHWEST END OF A 36-INCH CORRUGATED METAL
 KP0450'PIPE CULVERT,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL
 KP0450'ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0422 ***********************************************************************
 NW0422  DESIGNATION -  7 FMK
 NW0422  PID         -  NW0422
 NW0422  STATE/COUNTY-  NV/HUMBOLDT
 NW0422  USGS QUAD   -  STAR VALLEY (1973)
 NW0422
 NW0422                         *CURRENT SURVEY CONTROL
 NW0422  ___________________________________________________________________
 NW0422* NAD 83(1986)-  42 01 21.     (N)    116 58 23.     (W)     SCALED    
 NW0422* NAVD 88     -      1574.477  (meters)    5165.60   (feet)  POSTED    
 NW0422  ___________________________________________________________________
 NW0422  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 NW0422  DYNAMIC HT  -        1573.380 (meters)    5162.00  (feet)  COMP
 NW0422  MODELED GRAV-     979,870.0   (mgal)                       NAVD 88
 NW0422
 NW0422  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0422
 NW0422.The horizontal coordinates were scaled from a topographic map and have
 NW0422.an estimated accuracy of +/- 6 seconds.
 NW0422
 NW0422.The orthometric height was determined by differential leveling
 NW0422.and adjusted by the National Geodetic Survey in 1992..
 NW0422.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0422.rate of 0.0 thru 1.0 mm/km.
 NW0422
 NW0422.The geoid height was determined by GEOID03.
 NW0422
 NW0422.The dynamic height is computed by dividing the NAVD 88
 NW0422.geopotential number by the normal gravity value computed on the
 NW0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0422.degrees latitude (g = 980.6199 gals.).
 NW0422
 NW0422.The modeled gravity was interpolated from observed gravity values.
 NW0422
 NW0422;                    North         East    Units  Estimated Accuracy
 NW0422;SPC NV W     - 4,808,450.      933,350.      MT  (+/- 180 meters Scaled)
 NW0422
 NW0422                          SUPERSEDED SURVEY CONTROL
 NW0422
 NW0422.No superseded survey control is available for this station.
 NW0422
 NW0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG022522(NAD 83)
 NW0422_MARKER: DD = SURVEY DISK
 NW0422_SETTING: 80 = SET IN A BOULDER
 NW0422_SP_SET: IN DRILL HOLE IN A BOULDER
 NW0422_STAMPING: 7 FMK 1973 5162
 NW0422_MARK LOGO: USGS  
 NW0422_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0422+STABILITY: SURFACE MOTION
 NW0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0422+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0422
 NW0422  HISTORY     - Date     Condition        Report By
 NW0422  HISTORY     - 1973     MONUMENTED       USGS
 NW0422
 NW0422                          STATION DESCRIPTION
 NW0422
 NW0422'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0422'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0422'ROAD TO A Y-ROAD, THENCE 1.1 MILES SOUTHWEST ALONG DIRT ROAD,AT THE
 NW0422'TOP OF A GRADE, 17 FEET NORTH OF THE CENTERLINE OF THE ROAD, ROCK
 NW0422'CAIRN AT BENCH MARK, SET IN A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0536 ***********************************************************************
 MU0536  DESIGNATION -  7 FMK
 MU0536  PID         -  MU0536
 MU0536  STATE/COUNTY-  NV/ELKO
 MU0536  USGS QUAD   -  SQUAW VALLEY RANCH (1965)
 MU0536
 MU0536                         *CURRENT SURVEY CONTROL
 MU0536  ___________________________________________________________________
 MU0536* NAD 83(1986)-  41 14 13.     (N)    116 41 52.     (W)     SCALED    
 MU0536* NAVD 88     -      1591.758  (meters)    5222.29   (feet)  POSTED    
 MU0536  ___________________________________________________________________
 MU0536  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 MU0536  DYNAMIC HT  -        1590.500 (meters)    5218.17  (feet)  COMP
 MU0536  MODELED GRAV-     979,780.0   (mgal)                       NAVD 88
 MU0536
 MU0536  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0536
 MU0536.The horizontal coordinates were scaled from a topographic map and have
 MU0536.an estimated accuracy of +/- 6 seconds.
 MU0536
 MU0536.The orthometric height was determined by differential leveling
 MU0536.and adjusted by the National Geodetic Survey in 1992..
 MU0536.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0536.rate of 0.0 thru 1.0 mm/km.
 MU0536
 MU0536.The geoid height was determined by GEOID03.
 MU0536
 MU0536.The dynamic height is computed by dividing the NAVD 88
 MU0536.geopotential number by the normal gravity value computed on the
 MU0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0536.degrees latitude (g = 980.6199 gals.).
 MU0536
 MU0536.The modeled gravity was interpolated from observed gravity values.
 MU0536
 MU0536;                    North         East    Units  Estimated Accuracy
 MU0536;SPC NV E     - 8,720,560.      106,580.      MT  (+/- 180 meters Scaled)
 MU0536
 MU0536                          SUPERSEDED SURVEY CONTROL
 MU0536
 MU0536.No superseded survey control is available for this station.
 MU0536
 MU0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF253651(NAD 83)
 MU0536_MARKER: DD = SURVEY DISK
 MU0536_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0536_SP_SET: COPPER-CLAD STEEL ROD
 MU0536_STAMPING: 7 FMK 1973 5219
 MU0536_MARK LOGO: USGS  
 MU0536_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0536+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0536
 MU0536  HISTORY     - Date     Condition        Report By
 MU0536  HISTORY     - 1973     MONUMENTED       USGS
 MU0536
 MU0536                          STATION DESCRIPTION
 MU0536
 MU0536'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0536'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0536'MILES EAST ALONG GRAVEL ROAD, THENCE 1.9 MILES NORTH ALONG DIRT ROAD,
 MU0536'AT A Y-ROAD WEST, 56 FEET SOUTH AND 67 FEET WEST OF THE CENTER OF THE
 MU0536'Y-ROAD, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK PIPE
 MU0536'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1458 ***********************************************************************
 KR1458  DESIGNATION -  7 HJH
 KR1458  PID         -  KR1458
 KR1458  STATE/COUNTY-  NV/WASHOE
 KR1458  USGS QUAD   -  PAH RAH MTN (1985)
 KR1458
 KR1458                         *CURRENT SURVEY CONTROL
 KR1458  ___________________________________________________________________
 KR1458* NAD 83(1986)-  39 51 48.     (N)    119 23 37.     (W)     SCALED    
 KR1458* NAVD 88     -      1182.585  (meters)    3879.86   (feet)  ADJUSTED  
 KR1458  ___________________________________________________________________
 KR1458  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 KR1458  DYNAMIC HT  -        1181.611 (meters)    3876.67  (feet)  COMP
 KR1458  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 KR1458
 KR1458  VERT ORDER  -  SECOND    CLASS 0
 KR1458
 KR1458.The horizontal coordinates were scaled from a topographic map and have
 KR1458.an estimated accuracy of +/- 6 seconds.
 KR1458
 KR1458.The orthometric height was determined by differential leveling
 KR1458.and adjusted by the National Geodetic Survey in June 1991..
 KR1458
 KR1458.The geoid height was determined by GEOID03.
 KR1458
 KR1458.The dynamic height is computed by dividing the NAVD 88
 KR1458.geopotential number by the normal gravity value computed on the
 KR1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1458.degrees latitude (g = 980.6199 gals.).
 KR1458
 KR1458.The modeled gravity was interpolated from observed gravity values.
 KR1458
 KR1458;                    North         East    Units  Estimated Accuracy
 KR1458;SPC NV W     - 4,567,750.      730,680.      MT  (+/- 180 meters Scaled)
 KR1458
 KR1458                          SUPERSEDED SURVEY CONTROL
 KR1458
 KR1458  NGVD 29 (??/??/92) 1181.608  (m)         3876.66   (f) ADJ UNCH    2 0
 KR1458
 KR1458.Superseded values are not recommended for survey control.
 KR1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1458.See file dsdata.txt to determine how the superseded data were derived.
 KR1458
 KR1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE952153(NAD 83)
 KR1458_MARKER: DB = BENCH MARK DISK
 KR1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1458_SP_SET: CONCRETE POST
 KR1458_STAMPING: 7 HJH 1962 3877
 KR1458_MARK LOGO: USGS  
 KR1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1458+STABILITY: SURFACE MOTION
 KR1458
 KR1458  HISTORY     - Date     Condition        Report By
 KR1458  HISTORY     - 1962     MONUMENTED       USGS
 KR1458
 KR1458                          STATION DESCRIPTION
 KR1458
 KR1458'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1458'4.8 KM (3.00 MI) NORTH FROM NIXON.
 KR1458'3.0 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34 NEAR THE FOOT OF A
 KR1458'STEEP GRADE, 70 FEET SOUTHEAST OF A T - ROAD SOUTHWEST AND 38 FEET
 KR1458'NORTHEAST OF THE HIGHWAY CENTERLINE.
 KR1458'THE MARK IS 3.0 FT  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0566 ***********************************************************************
 JQ0566  DESIGNATION -  7 JCO ET
 JQ0566  PID         -  JQ0566
 JQ0566  STATE/COUNTY-  NV/NYE
 JQ0566  USGS QUAD   -  PALISADE MESA (1980)
 JQ0566
 JQ0566                         *CURRENT SURVEY CONTROL
 JQ0566  ___________________________________________________________________
 JQ0566* NAD 83(1994)-  38 25 27.59501(N)    116 11 01.49515(W)     ADJUSTED  
 JQ0566* NAVD 88     -      1763.6    (meters)    5786.     (feet)  VERTCON   
 JQ0566  ___________________________________________________________________
 JQ0566  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 JQ0566  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 JQ0566
 JQ0566  HORZ ORDER  -  SECOND
 JQ0566
 JQ0566.The horizontal coordinates were established by classical geodetic methods
 JQ0566.and adjusted by the National Geodetic Survey in June 1998..
 JQ0566
 JQ0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0566
 JQ0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0566
 JQ0566.The geoid height was determined by GEOID03.
 JQ0566
 JQ0566;                    North         East     Units Scale Factor Converg.
 JQ0566;SPC NV C     - 6,407,810.410   542,166.207   MT  0.99992189   +0 18 00.5
 JQ0566;SPC NV C     -21,022,957.99  1,778,756.96   sFT  0.99992189   +0 18 00.5
 JQ0566;SPC NV E     - 8,407,870.690   147,574.384   MT  0.99993384   -0 22 23.4
 JQ0566;SPC NV E     -27,584,822.42    484,166.96   sFT  0.99993384   -0 22 23.4
 JQ0566;UTM  11      - 4,253,212.666   571,250.336   MT  0.99966252   +0 30 26.3
 JQ0566
 JQ0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0566!SPC NV C     -   0.99972710  x   0.99992189  =   0.99964901
 JQ0566!SPC NV E     -   0.99972710  x   0.99993384  =   0.99966095
 JQ0566!UTM  11      -   0.99972710  x   0.99966252  =   0.99938971
 JQ0566
 JQ0566|---------------------------------------------------------------------|
 JQ0566| PID    Reference Object                     Distance      Geod. Az  |
 JQ0566|                                                           dddmmss.s |
 JQ0566| DD5833 7 JCO ET RM 2                        16.587 METERS 11159     |
 JQ0566| DD5832 7 JCO ET RM 1                        16.583 METERS 20925     |
 JQ0566| JQ0014 M 34                                APPROX. 4.9 KM 2290310.8 |
 JQ0566|---------------------------------------------------------------------|
 JQ0566
 JQ0566                          SUPERSEDED SURVEY CONTROL
 JQ0566
 JQ0566  NAD 83(1986)-  38 25 27.59101(N)    116 11 01.49817(W) AD(       ) 2
 JQ0566  NAD 27      -  38 25 27.82286(N)    116 10 58.31636(W) AD(       ) 2
 JQ0566  NGVD 29 (07/19/86) 1762.4    (m)         5782.     (f) VERT ANG       
 JQ0566
 JQ0566.Superseded values are not recommended for survey control.
 JQ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0566.See file dsdata.txt to determine how the superseded data were derived.
 JQ0566
 JQ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC7125053213(NAD 83)
 JQ0566_MARKER: DD = SURVEY DISK
 JQ0566_SETTING: 0 = UNSPECIFIED SETTING
 JQ0566
 JQ0566  HISTORY     - Date     Condition        Report By
 JQ0566  HISTORY     - 1967     MONUMENTED       USGS
 JQ0566
 JQ0566                          STATION DESCRIPTION
 JQ0566
 JQ0566'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (BAR)
 JQ0566'TO REACH GO E. ON U.S. HIGHWAY 6 FROM THE JUNCTION OF
 JQ0566'U.S. HIGHWAY 6 AND STATE HIGHWAY 25 18.8 MI. OR 9.3 MI. E. ALONG
 JQ0566'U.S. HIGHWAY 6 FROM THE ATOMIC ENERGY COMMISSION BASE CAMP OR
 JQ0566'4.2 MI. E. ALONG U.S. HIGHWAY 6 FROM THE BLUE JAY MAINTENANCE
 JQ0566'STATION.  STATION IS 245 FT. SE. OF U.S. 6 AND 62 FT. E. OF
 JQ0566'POWER POLE NUMBER 1546001E.
 JQ0566'
 JQ0566'STATION MARK--A STANDARD BRASS TABLET STAMPED ET 7 JCO 1967
 JQ0566'AND SET ON A COPPERWELD ROD.
 JQ0566'
 JQ0566'REFERENCE MARK NO. 1--A STANDARD BRASS TABLET STAMPED NO 1
 JQ0566'1967 SET ON A COPPERWELD ROD.
 JQ0566'
 JQ0566'REFERENCE MARK NO. 2--A STANDARD BRASS TABLET STAMPED NO 2
 JQ0566'1967 SET ON A COPPERWELD ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0166 ***********************************************************************
 JQ0166  DESIGNATION -  7 K
 JQ0166  PID         -  JQ0166
 JQ0166  STATE/COUNTY-  NV/ESMERALDA
 JQ0166  USGS QUAD   -  MILLERS (1987)
 JQ0166
 JQ0166                         *CURRENT SURVEY CONTROL
 JQ0166  ___________________________________________________________________
 JQ0166* NAD 83(1986)-  38 08 21.     (N)    117 29 40.     (W)     SCALED    
 JQ0166* NAVD 88     -      1462.701  (meters)    4798.88   (feet)  ADJUSTED  
 JQ0166  ___________________________________________________________________
 JQ0166  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 JQ0166  DYNAMIC HT  -        1461.135 (meters)    4793.74  (feet)  COMP
 JQ0166  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 JQ0166
 JQ0166  VERT ORDER  -  FIRST     CLASS II
 JQ0166
 JQ0166.The horizontal coordinates were scaled from a topographic map and have
 JQ0166.an estimated accuracy of +/- 6 seconds.
 JQ0166
 JQ0166.The orthometric height was determined by differential leveling
 JQ0166.and adjusted by the National Geodetic Survey in June 1991..
 JQ0166.WARNING-Repeat measurements at this control monument indicate possible
 JQ0166.vertical movement.
 JQ0166
 JQ0166.The geoid height was determined by GEOID03.
 JQ0166
 JQ0166.The dynamic height is computed by dividing the NAVD 88
 JQ0166.geopotential number by the normal gravity value computed on the
 JQ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0166.degrees latitude (g = 980.6199 gals.).
 JQ0166
 JQ0166.The modeled gravity was interpolated from observed gravity values.
 JQ0166
 JQ0166;                    North         East    Units  Estimated Accuracy
 JQ0166;SPC NV W     - 4,376,610.      895,450.      MT  (+/- 180 meters Scaled)
 JQ0166
 JQ0166                          SUPERSEDED SURVEY CONTROL
 JQ0166
 JQ0166.No superseded survey control is available for this station.
 JQ0166
 JQ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC566213(NAD 83)
 JQ0166_MARKER: DD = SURVEY DISK
 JQ0166_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0166_STAMPING: RSP 7K
 JQ0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0166+STABILITY: SURFACE MOTION
 JQ0166
 JQ0166  HISTORY     - Date     Condition        Report By
 JQ0166  HISTORY     - UNK      MONUMENTED       NVDH
 JQ0166  HISTORY     - 1953     GOOD             NGS
 JQ0166  HISTORY     - 1984     GOOD             NGS
 JQ0166  HISTORY     - 1985     GOOD             USGS
 JQ0166
 JQ0166                          STATION DESCRIPTION
 JQ0166
 JQ0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0166'15.9 MI W FROM TONOPAH.
 JQ0166'15.9 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0166'TONOPAH, AT CONCRETE BOX CULVERT D 910+00, IN THE TOP OF THE WEST END
 JQ0166'OF THE NORTH CONCRETE HEAD WALL, 16 FEET NORTH OF THE CENTER LINE OF
 JQ0166'THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 JQ0166
 JQ0166                          STATION RECOVERY (1984)
 JQ0166
 JQ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0166'RECOVERED IN GOOD CONDITION.  DISK HAS NO PRECAST ORIGIN.
 JQ0166
 JQ0166                          STATION RECOVERY (1985)
 JQ0166
 JQ0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JQ0166'TONOPAH POST OFFICE (MAIN ST. AND BRYAN AVE.) 15.8 MILES NORTHWEST
 JQ0166'OF, ALONG U.S. HWY. 6 AND 95 TO CONCRETE BOX CULVERT D 910 X 00, IN
 JQ0166'TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL, 16 FEET NORTH OF
 JQ0166'CENTERLINE OF HWY. A IRON DISK, STAMPED ' SP 7 K ' 0.7 FT. LOWER THEN
 JQ0166'HWY. AND 3.1 FEET HIGHER THEN DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0461 ***********************************************************************
 MV0461  DESIGNATION -  7 LRC
 MV0461  PID         -  MV0461
 MV0461  STATE/COUNTY-  NV/HUMBOLDT
 MV0461  USGS QUAD   -  BATTLE CREEK RANCH (1982)
 MV0461
 MV0461                         *CURRENT SURVEY CONTROL
 MV0461  ___________________________________________________________________
 MV0461* NAD 83(1986)-  41 26 54.     (N)    118 48 42.     (W)     SCALED    
 MV0461* NAVD 88     -      1249.024  (meters)    4097.84   (feet)  ADJUSTED  
 MV0461  ___________________________________________________________________
 MV0461  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 MV0461  DYNAMIC HT  -        1248.163 (meters)    4095.01  (feet)  COMP
 MV0461  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 MV0461
 MV0461  VERT ORDER  -  SECOND    CLASS 0
 MV0461
 MV0461.The horizontal coordinates were scaled from a topographic map and have
 MV0461.an estimated accuracy of +/- 6 seconds.
 MV0461
 MV0461.The orthometric height was determined by differential leveling
 MV0461.and adjusted by the National Geodetic Survey in June 1991..
 MV0461
 MV0461.The geoid height was determined by GEOID03.
 MV0461
 MV0461.The dynamic height is computed by dividing the NAVD 88
 MV0461.geopotential number by the normal gravity value computed on the
 MV0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0461.degrees latitude (g = 980.6199 gals.).
 MV0461
 MV0461.The modeled gravity was interpolated from observed gravity values.
 MV0461
 MV0461;                    North         East    Units  Estimated Accuracy
 MV0461;SPC NV W     - 4,743,460.      780,920.      MT  (+/- 180 meters Scaled)
 MV0461
 MV0461                          SUPERSEDED SURVEY CONTROL
 MV0461
 MV0461  NGVD 29 (??/??/92) 1247.98   (m)         4094.4    (f) COMPUTED    2 0
 MV0461
 MV0461.Superseded values are not recommended for survey control.
 MV0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0461.See file dsdata.txt to determine how the superseded data were derived.
 MV0461
 MV0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF486901(NAD 83)
 MV0461_MARKER: DD = SURVEY DISK
 MV0461_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MV0461_SP_SET: UNSPECIFIED ROCK
 MV0461_STAMPING: 7 LRC 1972 4044
 MV0461_MARK LOGO: USGS  
 MV0461_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MV0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0461+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0461
 MV0461  HISTORY     - Date     Condition        Report By
 MV0461  HISTORY     - 1972     MONUMENTED       USGS
 MV0461
 MV0461                          STATION DESCRIPTION
 MV0461
 MV0461'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0461'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0461'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0461'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0461'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0461'ALONG TRACK ROAD, THENCE 13.9 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0461'TOWARD BATTLE CREEK RANCH TO A CURVE AROUND A SLOPE OF RISE NEAR THE
 MV0461'BEGINNING OF UPGRADE, 1.0 MILE NORTH OF THE TOP OF A GRADE, 7.2 MILES
 MV0461'SOUTH OF LEONARD CREEK RANCH, 66 FEET WEST-SOUTHWEST OF THE CENTERLINE
 MV0461'OF THE ROAD, 2 FEET EAST OF A WITNESS POST, CEMENTED IN A FLAT ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0432 ***********************************************************************
 HP0432  DESIGNATION -  7 LRC
 HP0432  PID         -  HP0432
 HP0432  STATE/COUNTY-  NV/LINCOLN
 HP0432  USGS QUAD   -  LIME MOUNTAIN (1973)
 HP0432
 HP0432                         *CURRENT SURVEY CONTROL
 HP0432  ___________________________________________________________________
 HP0432* NAD 83(1986)-  37 10 50.     (N)    114 08 28.     (W)     SCALED    
 HP0432* NAVD 88     -      1130.901  (meters)    3710.30   (feet)  POSTED    
 HP0432  ___________________________________________________________________
 HP0432  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 HP0432  DYNAMIC HT  -        1129.740 (meters)    3706.49  (feet)  COMP
 HP0432  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 HP0432
 HP0432  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0432
 HP0432.The horizontal coordinates were scaled from a topographic map and have
 HP0432.an estimated accuracy of +/- 6 seconds.
 HP0432
 HP0432.The orthometric height was determined by differential leveling
 HP0432.and adjusted by the National Geodetic Survey in 1992..
 HP0432.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0432.rate of 1.1 thru 2.0 mm/km.
 HP0432
 HP0432.The geoid height was determined by GEOID03.
 HP0432
 HP0432.The dynamic height is computed by dividing the NAVD 88
 HP0432.geopotential number by the normal gravity value computed on the
 HP0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0432.degrees latitude (g = 980.6199 gals.).
 HP0432
 HP0432.The modeled gravity was interpolated from observed gravity values.
 HP0432
 HP0432;                    North         East    Units  Estimated Accuracy
 HP0432;SPC NV E     - 8,270,640.      328,060.      MT  (+/- 180 meters Scaled)
 HP0432
 HP0432                          SUPERSEDED SURVEY CONTROL
 HP0432
 HP0432.No superseded survey control is available for this station.
 HP0432
 HP0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB537187(NAD 83)
 HP0432_MARKER: DD = SURVEY DISK
 HP0432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0432_SP_SET: COPPER-CLAD STEEL ROD
 HP0432_STAMPING: 7 LRC 1973 3708
 HP0432_MARK LOGO: USGS  
 HP0432_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0432+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0432
 HP0432  HISTORY     - Date     Condition        Report By
 HP0432  HISTORY     - 1973     MONUMENTED       USGS
 HP0432
 HP0432                          STATION DESCRIPTION
 HP0432
 HP0432'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0432'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0432'MILES NORTH ALONG A GRAVEL ROAD, THENCE 20.5 MILES EASTERLY ALONG THE
 HP0432'BLM ROAD TO THE CROSSING OF A DRAIN, 80 FEET EAST-SOUTHEAST OF THE
 HP0432'DRAIN CROSSING, 26 FEET SOUTH OF THE CENTER OF THE ROAD, ON A 5/8
 HP0432'INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND
 HP0432'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0764 ***********************************************************************
 GS0764  DESIGNATION -  7 PDI
 GS0764  PID         -  GS0764
 GS0764  STATE/COUNTY-  NV/NYE
 GS0764  USGS QUAD   -  POINT OF ROCKS (1984)
 GS0764
 GS0764                         *CURRENT SURVEY CONTROL
 GS0764  ___________________________________________________________________
 GS0764* NAD 83(1986)-  36 36 49.     (N)    116 03 15.     (W)     SCALED    
 GS0764* NAVD 88     -       964.410  (meters)    3164.07   (feet)  ADJUSTED  
 GS0764  ___________________________________________________________________
 GS0764  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 GS0764  DYNAMIC HT  -         963.405 (meters)    3160.77  (feet)  COMP
 GS0764  MODELED GRAV-     979,557.5   (mgal)                       NAVD 88
 GS0764
 GS0764  VERT ORDER  -  FIRST     CLASS I
 GS0764
 GS0764.The horizontal coordinates were scaled from a topographic map and have
 GS0764.an estimated accuracy of +/- 6 seconds.
 GS0764
 GS0764.The orthometric height was determined by differential leveling
 GS0764.and adjusted by the National Geodetic Survey in May 2004..
 GS0764
 GS0764.The geoid height was determined by GEOID03.
 GS0764
 GS0764.The dynamic height is computed by dividing the NAVD 88
 GS0764.geopotential number by the normal gravity value computed on the
 GS0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0764.degrees latitude (g = 980.6199 gals.).
 GS0764
 GS0764.The modeled gravity was interpolated from observed gravity values.
 GS0764
 GS0764;                    North         East    Units  Estimated Accuracy
 GS0764;SPC NV C     - 6,206,930.      554,790.      MT  (+/- 180 meters Scaled)
 GS0764
 GS0764                          SUPERSEDED SURVEY CONTROL
 GS0764
 GS0764  NAVD 88 (??/??/92)  964.417  (m)         3164.09   (f) UNKNOWN     3 0
 GS0764  NGVD 29 (05/01/91)  963.587  (m)         3161.37   (f) ADJUSTED    1 1
 GS0764
 GS0764.Superseded values are not recommended for survey control.
 GS0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0764.See file dsdata.txt to determine how the superseded data were derived.
 GS0764
 GS0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA845524(NAD 83)
 GS0764_MARKER: DB = BENCH MARK DISK
 GS0764_SETTING: 0 = UNSPECIFIED SETTING
 GS0764_STAMPING: 7 PDI 1986
 GS0764_MARK LOGO: USGS  
 GS0764_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0764
 GS0764  HISTORY     - Date     Condition        Report By
 GS0764  HISTORY     - 1986     MONUMENTED       USGS
 GS0764  HISTORY     - 1988     GOOD             USGS
 GS0764  HISTORY     - 19910626 GOOD             USGS
 GS0764  HISTORY     - 19930412 GOOD             USGS
 GS0764  HISTORY     - 19950412 GOOD             USGS
 GS0764
 GS0764                          STATION DESCRIPTION
 GS0764
 GS0764'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0764'9.5 KM (5.90 MI) NW FROM MERCURY.
 GS0764'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0764'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0764'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES TO A ROAD
 GS0764'JUNCTION, THENCE TURN WESTERLY (LEFT) AND PROCEED 0.05 MILES TO
 GS0764'ANOTHER ROAD JUNCTION, TURN SOUTH AND PROCEED 0.35 MILES TO A LOCKED
 GS0764'GATE, CONTINUE SOUTH ON THE ROAD 1.1 MILES, 104 FEET WEST OF THE
 GS0764'ROAD.
 GS0764'THE MARK IS 4 FT  W FROM  A ROCK CAIRN
 GS0764
 GS0764                          STATION RECOVERY (1988)
 GS0764
 GS0764'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0764'RECOVERED IN GOOD CONDITION.
 GS0764
 GS0764                          STATION RECOVERY (1991)
 GS0764
 GS0764'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0764'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0764'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0764'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES TO A ROAD
 GS0764'JUNCTION, THENCE TURN WESTERLYAND PROCEED 0.05 MILE TO ANOTHER ROAD
 GS0764'JUNCTION, TURN SOUTH AND PROCEED 0.35 MILE TO A LOCKED GATE, CONTINUE
 GS0764'SOUTH ON THE ROAD 1.1 MILES, 104 FEET WEST OF THE ROAD.
 GS0764
 GS0764                          STATION RECOVERY (1993)
 GS0764
 GS0764'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0764'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0764'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0764'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES
 GS0764'(7.1 KM) TO A ROAD JUNCTION, THENCE TURN WESTERLYAND PROCEED 0.05
 GS0764'MILE (0.08 KM) TO ANOTHER ROAD JUNCTION, TURN SOUTH AND PROCEED 0.35
 GS0764'MILE (0.56 KM) TO A LOCKED GATE, CONTINUE SOUTH ON THE ROAD 1.1 MILES
 GS0764'(1.8 KM), 104 FEET (31.7 M) WEST OF THE ROAD.
 GS0764
 GS0764                          STATION RECOVERY (1995)
 GS0764
 GS0764'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0764'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0789 ***********************************************************************
 HQ0789  DESIGNATION -  7 RBR
 HQ0789  PID         -  HQ0789
 HQ0789  STATE/COUNTY-  NV/NYE
 HQ0789  USGS QUAD   -  SPRINGDALE (1986)
 HQ0789
 HQ0789                         *CURRENT SURVEY CONTROL
 HQ0789  ___________________________________________________________________
 HQ0789* NAD 83(1986)-  37 03 23.     (N)    116 46 31.     (W)     SCALED    
 HQ0789* NAVD 88     -      1203.475  (meters)    3948.40   (feet)  ADJUSTED  
 HQ0789  ___________________________________________________________________
 HQ0789  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 HQ0789  DYNAMIC HT  -        1202.179 (meters)    3944.15  (feet)  COMP
 HQ0789  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 HQ0789
 HQ0789  VERT ORDER  -  FIRST     CLASS II
 HQ0789
 HQ0789.The horizontal coordinates were scaled from a topographic map and have
 HQ0789.an estimated accuracy of +/- 6 seconds.
 HQ0789
 HQ0789.The orthometric height was determined by differential leveling
 HQ0789.and adjusted by the National Geodetic Survey in June 1991..
 HQ0789
 HQ0789.The geoid height was determined by GEOID03.
 HQ0789
 HQ0789.The dynamic height is computed by dividing the NAVD 88
 HQ0789.geopotential number by the normal gravity value computed on the
 HQ0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0789.degrees latitude (g = 980.6199 gals.).
 HQ0789
 HQ0789.The modeled gravity was interpolated from observed gravity values.
 HQ0789
 HQ0789;                    North         East    Units  Estimated Accuracy
 HQ0789;SPC NV C     - 6,255,890.      490,340.      MT  (+/- 180 meters Scaled)
 HQ0789
 HQ0789                          SUPERSEDED SURVEY CONTROL
 HQ0789
 HQ0789  NGVD 29 (05/01/91) 1202.517  (m)         3945.26   (f) ADJUSTED    1 2
 HQ0789
 HQ0789.Superseded values are not recommended for survey control.
 HQ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0789.See file dsdata.txt to determine how the superseded data were derived.
 HQ0789
 HQ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB199011(NAD 83)
 HQ0789_MARKER: DB = BENCH MARK DISK
 HQ0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0789_SP_SET: CONCRETE POST
 HQ0789_STAMPING: 3945 7 RBR 1965
 HQ0789_MARK LOGO: USGS  
 HQ0789_PROJECTION: PROJECTING 20 CENTIMETERS
 HQ0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0789+STABILITY: SURFACE MOTION
 HQ0789
 HQ0789  HISTORY     - Date     Condition        Report By
 HQ0789  HISTORY     - 1965     MONUMENTED       USGS
 HQ0789  HISTORY     - 1983     GOOD             NGS
 HQ0789
 HQ0789                          STATION DESCRIPTION
 HQ0789
 HQ0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0789'19.8 KM (12.3 MI) NORTH FROM BEATTY.
 HQ0789'19.8 KM (12.35 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 HQ0789'STATE HIGHWAY 374 IN BEATTY, 0.85 KM (0.55 MI) NORTH OF THE Y-JUNCTION
 HQ0789'OF A DIRT ROAD LEADING NORTHWEST, 0.2 KM (0.12 MI) NORTH OF MILEPOST
 HQ0789'72, 19.6 METERS (64.5 FT) WEST-SOUTHWEST OF THE HIGHWAY CENTERLINE,
 HQ0789'128.6 METERS (421.5 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST END OF A
 HQ0789'24-INCH CORRUGATED METAL PIPE CULVERT.
 HQ0789'THE MARK IS 1.2 METERS  N FROM A WITNESS POST.
 HQ0789'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0510 ***********************************************************************
 JR0510  DESIGNATION -  7 RESET
 JR0510  PID         -  JR0510
 JR0510  STATE/COUNTY-  NV/DOUGLAS
 JR0510  USGS QUAD   -  MINDEN (1982)
 JR0510
 JR0510                         *CURRENT SURVEY CONTROL
 JR0510  ___________________________________________________________________
 JR0510* NAD 83(1986)-  38 57 37.     (N)    119 46 46.     (W)     SCALED    
 JR0510* NAVD 88     -      1434.41   (+/-2cm)    4706.1    (feet)  VERTCON   
 JR0510  ___________________________________________________________________
 JR0510  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 JR0510
 JR0510  VERT ORDER  -  THIRD (See Below)
 JR0510
 JR0510.The horizontal coordinates were scaled from a topographic map and have
 JR0510.an estimated accuracy of +/- 6 seconds.
 JR0510
 JR0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0510.The vertical order pertains to the NGVD 29 superseded value.
 JR0510
 JR0510.The geoid height was determined by GEOID03.
 JR0510
 JR0510;                    North         East    Units  Estimated Accuracy
 JR0510;SPC NV W     - 4,467,870.      696,340.      MT  (+/- 180 meters Scaled)
 JR0510
 JR0510                          SUPERSEDED SURVEY CONTROL
 JR0510
 JR0510  NGVD 29 (07/31/00) 1433.28   (m)         4702.4    (f) RESET       3  
 JR0510
 JR0510.Superseded values are not recommended for survey control.
 JR0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0510.See file dsdata.txt to determine how the superseded data were derived.
 JR0510
 JR0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD591160(NAD 83)
 JR0510_MARKER: DD = SURVEY DISK
 JR0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0510_STAMPING: 7 RESET 1957
 JR0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0510+STABILITY: SURFACE MOTION
 JR0510
 JR0510  HISTORY     - Date     Condition        Report By
 JR0510  HISTORY     - 1957     MONUMENTED       NVDH
 JR0510
 JR0510                          STATION DESCRIPTION
 JR0510
 JR0510'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1957
 JR0510'1 MI NW FROM MINDEN.
 JR0510'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 JR0510'MINDEN, AT THE WEST SIDE OF A LARGE TRIANGLE FORMED BY THE
 JR0510'JUNCTION OF U.S. HIGHWAY 395 AND STATE HIGHWAY 37 LEADING SOUTH,
 JR0510'ABOUT 140 YARDS SOUTH OF THE NORTH CORNER OF THE TRIANGLE,
 JR0510'39.3 FEET WEST OF THE CENTERLINE OF THE STATE HIGHWAY, 38 FEET
 JR0510'NORTH OF POWER LINE POLE NO. 6539, 0.5 FOOT EAST OF A FENCE AND
 JR0510'ABOUT THE SAME ELEVATION AS THE HIGHWAY.  THE POST IS SET LEVEL
 JR0510'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0644 ***********************************************************************
 GS0644  DESIGNATION -  7 TJS
 GS0644  PID         -  GS0644
 GS0644  STATE/COUNTY-  NV/NYE
 GS0644  USGS QUAD   -  CARRARA CANYON (1987)
 GS0644
 GS0644                         *CURRENT SURVEY CONTROL
 GS0644  ___________________________________________________________________
 GS0644* NAD 83(1986)-  36 47 12.     (N)    116 37 43.     (W)     SCALED    
 GS0644* NAVD 88     -       976.973  (meters)    3205.29   (feet)  ADJUSTED  
 GS0644  ___________________________________________________________________
 GS0644  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 GS0644  DYNAMIC HT  -         975.961 (meters)    3201.97  (feet)  COMP
 GS0644  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 GS0644
 GS0644  VERT ORDER  -  FIRST     CLASS I
 GS0644
 GS0644.The horizontal coordinates were scaled from a topographic map and have
 GS0644.an estimated accuracy of +/- 6 seconds.
 GS0644
 GS0644.The orthometric height was determined by differential leveling
 GS0644.and adjusted by the National Geodetic Survey in May 2004..
 GS0644.No vertical observational check was made to the station.
 GS0644
 GS0644.The geoid height was determined by GEOID03.
 GS0644
 GS0644.The dynamic height is computed by dividing the NAVD 88
 GS0644.geopotential number by the normal gravity value computed on the
 GS0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0644.degrees latitude (g = 980.6199 gals.).
 GS0644
 GS0644.The modeled gravity was interpolated from observed gravity values.
 GS0644
 GS0644;                    North         East    Units  Estimated Accuracy
 GS0644;SPC NV C     - 6,225,960.      503,400.      MT  (+/- 180 meters Scaled)
 GS0644
 GS0644                          SUPERSEDED SURVEY CONTROL
 GS0644
 GS0644  NAVD 88 (??/??/92)  976.974  (m)         3205.29   (f) UNKNOWN     3 0
 GS0644  NGVD 29 (05/01/91)  976.110  (m)         3202.45   (f) ADJUSTED    1 1
 GS0644
 GS0644.Superseded values are not recommended for survey control.
 GS0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0644.See file dsdata.txt to determine how the superseded data were derived.
 GS0644
 GS0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA331712(NAD 83)
 GS0644_MARKER: DB = BENCH MARK DISK
 GS0644_SETTING: 66 = SET IN ROCK OUTCROP
 GS0644_SP_SET: BEDROCK
 GS0644_STAMPING: 7 TJS 1983
 GS0644_MARK LOGO: USGS  
 GS0644_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0644+STABILITY: POSITION/ELEVATION WELL
 GS0644
 GS0644  HISTORY     - Date     Condition        Report By
 GS0644  HISTORY     - 1983     MONUMENTED       USGS
 GS0644  HISTORY     - 1986     GOOD             USGS
 GS0644  HISTORY     - 1988     GOOD             USGS
 GS0644  HISTORY     - 19901206 GOOD             USGS
 GS0644  HISTORY     - 19921211 GOOD             USGS
 GS0644  HISTORY     - 19941222 GOOD             USGS
 GS0644
 GS0644                          STATION DESCRIPTION
 GS0644
 GS0644'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0644'27.4 KM (17.00 MI) SE FROM BEATTY.
 GS0644'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0644'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0644'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 3.6 MILES TO A TRACK ROAD,
 GS0644'TURN NORTHWEST ONTO THE TRACK ROAD PROCEEDING 0.55 MILES ACROSS A
 GS0644'DRAIN TO A ROAD FORK, CONTINUE WESTERLY ON THE LEFT ROAD FORK 0.5
 GS0644'MILES TO THE END OF THE ROAD NEAR SEVERAL PROSPECTS, 325 FEET
 GS0644'NORTHWEST FROM THE END OF THE ROAD, 400 FEET NORTH OF A LARGE
 GS0644'PROSPECT, 4 FEET SOUTH OF A CAIRN.
 GS0644
 GS0644                          STATION RECOVERY (1986)
 GS0644
 GS0644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0644'RECOVERED IN GOOD CONDITION.
 GS0644
 GS0644                          STATION RECOVERY (1988)
 GS0644
 GS0644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0644'RECOVERED IN GOOD CONDITION.
 GS0644
 GS0644                          STATION RECOVERY (1990)
 GS0644
 GS0644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 GS0644'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0644'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0644'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 3.6 MILES TO A TRACK
 GS0644'ROAD, TURN NORTHWEST ONTO THE TRACK ROAD PROCEEDING 0.55 MILE ACROSS
 GS0644'A DRAIN TO A ROAD FORK, CONTINUE WESTERLY ON THE LEFT ROAD FORK 0.5
 GS0644'MILE TO THE END OF THE ROAD NEAR SEVERAL PROSPECTS, 325 FEET
 GS0644'NORTHWEST FROM THE END OF THE ROAD, 400 FEET NORTH OF A LARGE
 GS0644'PROSPECT, 4 FEET SOUTH OF A CAIRN.
 GS0644
 GS0644                          STATION RECOVERY (1992)
 GS0644
 GS0644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0644'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0644'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0644'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 3.6 MILES
 GS0644'(5.8 KM) TO A TRACK ROAD, TURN NORTHWEST ONTO THE TRACK ROAD
 GS0644'PROCEEDING 0.55 MILE (0.89 KM) ACROSS A DRAIN TO A ROAD FORK,
 GS0644'CONTINUE WESTERLY ON THE LEFT ROAD FORK 0.5 MILE (0.8 KM) TO THE END
 GS0644'OF THE ROAD NEAR SEVERAL PROSPECTS, 325 FEET (99.1 M) NORTHWEST FROM
 GS0644'THE END OF THE ROAD, 400 FEET (121.9 M) NORTH OF A LARGE PROSPECT, 4
 GS0644'FEET (1.2 M) SOUTH OF A CAIRN.
 GS0644
 GS0644                          STATION RECOVERY (1994)
 GS0644
 GS0644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0644'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1370 ***********************************************************************
 FS1370  DESIGNATION -  7 WR
 FS1370  PID         -  FS1370
 FS1370  STATE/COUNTY-  NV/CLARK
 FS1370  USGS QUAD   -  DAVIS DAM (1983)
 FS1370
 FS1370                         *CURRENT SURVEY CONTROL
 FS1370  ___________________________________________________________________
 FS1370* NAD 83(1994)-  35 11 10.63346(N)    114 37 16.59713(W)     ADJUSTED  
 FS1370* NAVD 88     -       359.85   (+/-2cm)    1180.6    (feet)  VERTCON   
 FS1370  ___________________________________________________________________
 FS1370  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 FS1370  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FS1370
 FS1370  HORZ ORDER  -  THIRD
 FS1370  VERT ORDER  -  THIRD ? (See Below)
 FS1370
 FS1370.The horizontal coordinates were established by classical geodetic methods
 FS1370.and adjusted by the National Geodetic Survey in June 1998..
 FS1370
 FS1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1370.The vertical order pertains to the NGVD 29 superseded value.
 FS1370
 FS1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1370
 FS1370.The geoid height was determined by GEOID03.
 FS1370
 FS1370;                    North         East     Units Scale Factor Converg.
 FS1370;SPC NV E     - 8,048,820.745   287,617.491   MT  0.99999458   +0 33 15.9
 FS1370;SPC NV E     -26,406,839.39    943,625.05   sFT  0.99999458   +0 33 15.9
 FS1370;SPC AZ W     -   464,602.422   134,007.654   MT  1.00001091   -0 30 07.5
 FS1370;SPC AZ W     - 1,524,286.16    439,657.66   iFT  1.00001091   -0 30 07.5
 FS1370;UTM  11      - 3,896,293.573   716,590.398   MT  1.00017817   +1 22 16.5
 FS1370
 FS1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1370!SPC NV E     -   0.99994820  x   0.99999458  =   0.99994278
 FS1370!SPC AZ W     -   0.99994820  x   1.00001091  =   0.99995911
 FS1370!UTM  11      -   0.99994820  x   1.00017817  =   1.00012636
 FS1370
 FS1370                          SUPERSEDED SURVEY CONTROL
 FS1370
 FS1370  NAD 83(1992)-  35 11 10.63360(N)    114 37 16.59707(W) AD(1991.35) 3
 FS1370  NAD 83(1992)-  35 11 10.63366(N)    114 37 16.59723(W) AD(       ) 3
 FS1370  NAD 83(1986)-  35 11 10.63840(N)    114 37 16.59283(W) AD(       ) 3
 FS1370  NGVD 29 (04/26/91)  359.13   (m)         1178.2    (f) LEVELING    3  
 FS1370
 FS1370.Superseded values are not recommended for survey control.
 FS1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1370.See file dsdata.txt to determine how the superseded data were derived.
 FS1370
 FS1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1659096294(NAD 83)
 FS1370_MARKER: DD = SURVEY DISK
 FS1370_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FS1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1370
 FS1370  HISTORY     - Date     Condition        Report By
 FS1370  HISTORY     - 1948     MONUMENTED       USGS
 FS1370
 FS1370                          STATION DESCRIPTION
 FS1370
 FS1370'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 FS1370'LOCATED ABOUT 5 MI SW. OF THE COLORADO RIVER, ABOUT 3 MI NW. OF
 FS1370'DAVIS DAM.  ABOUT 30 FT S. OF RD.
 FS1370'
 FS1370'TO REACH FROM DAVIS DAM POST OFFICE, GO 3.5 MI W. ALONG STATE
 FS1370'HWY. 77.  GO 48 FT S. OF CENTER OF HWY.
 FS1370'
 FS1370'STATION MARK--STANDARD BM TABLET STAMPED---7 WR 1948 1178---, IN
 FS1370'CONCRETE POST.
 FS1370'
 FS1370'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0613 ***********************************************************************
 MU0613  DESIGNATION -  70 BKC
 MU0613  PID         -  MU0613
 MU0613  STATE/COUNTY-  NV/ELKO
 MU0613  USGS QUAD   -  MAIDEN BUTTE SE (1980)
 MU0613
 MU0613                         *CURRENT SURVEY CONTROL
 MU0613  ___________________________________________________________________
 MU0613* NAD 83(1986)-  41 45 11.     (N)    117 00 15.     (W)     SCALED    
 MU0613* NAVD 88     -      1664.775  (meters)    5461.85   (feet)  POSTED    
 MU0613  ___________________________________________________________________
 MU0613  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 MU0613  DYNAMIC HT  -        1663.550 (meters)    5457.83  (feet)  COMP
 MU0613  MODELED GRAV-     979,828.4   (mgal)                       NAVD 88
 MU0613
 MU0613  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0613
 MU0613.The horizontal coordinates were scaled from a topographic map and have
 MU0613.an estimated accuracy of +/- 6 seconds.
 MU0613
 MU0613.The orthometric height was determined by differential leveling
 MU0613.and adjusted by the National Geodetic Survey in 1992..
 MU0613.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0613.rate of 1.1 thru 2.0 mm/km.
 MU0613
 MU0613.The geoid height was determined by GEOID03.
 MU0613
 MU0613.The dynamic height is computed by dividing the NAVD 88
 MU0613.geopotential number by the normal gravity value computed on the
 MU0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0613.degrees latitude (g = 980.6199 gals.).
 MU0613
 MU0613.The modeled gravity was interpolated from observed gravity values.
 MU0613
 MU0613;                    North         East    Units  Estimated Accuracy
 MU0613;SPC NV E     - 8,778,250.       81,840.      MT  (+/- 180 meters Scaled)
 MU0613
 MU0613                          SUPERSEDED SURVEY CONTROL
 MU0613
 MU0613  NGVD 29 (??/??/92) 1663.632  (m)         5458.10   (f) ADJ UNCH    2 0
 MU0613
 MU0613.Superseded values are not recommended for survey control.
 MU0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0613.See file dsdata.txt to determine how the superseded data were derived.
 MU0613
 MU0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG996223(NAD 83)
 MU0613_MARKER: DD = SURVEY DISK
 MU0613_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0613_SP_SET: COPPER-CLAD STEEL ROD
 MU0613_STAMPING: 70 BKC 1973 5458
 MU0613_MARK LOGO: USGS  
 MU0613_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0613+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0613
 MU0613  HISTORY     - Date     Condition        Report By
 MU0613  HISTORY     - 1973     MONUMENTED       USGS
 MU0613
 MU0613                          STATION DESCRIPTION
 MU0613
 MU0613'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0613'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0613'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0613'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 17.9 MILES NORTH ALONG ROAD,
 MU0613'1.7 MILES SOUTHEAST AND 21.6 MILES NORTH OF LITTLE HUMBOLDT RANCH, 70
 MU0613'FEET EAST OF THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD
 MU0613'ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0534 ***********************************************************************
 JP0534  DESIGNATION -  70 DOR
 JP0534  PID         -  JP0534
 JP0534  STATE/COUNTY-  NV/LINCOLN
 JP0534  USGS QUAD   -  SIDEHILL PASS (1971)
 JP0534
 JP0534                         *CURRENT SURVEY CONTROL
 JP0534  ___________________________________________________________________
 JP0534* NAD 83(1986)-  38 17 51.     (N)    114 46 07.     (W)     SCALED    
 JP0534* NAVD 88     -      1722.327  (meters)    5650.67   (feet)  ADJUSTED  
 JP0534  ___________________________________________________________________
 JP0534  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 JP0534  DYNAMIC HT  -        1720.418 (meters)    5644.40  (feet)  COMP
 JP0534  MODELED GRAV-     979,459.9   (mgal)                       NAVD 88
 JP0534
 JP0534  VERT ORDER  -  SECOND    CLASS 0
 JP0534
 JP0534.The horizontal coordinates were scaled from a topographic map and have
 JP0534.an estimated accuracy of +/- 6 seconds.
 JP0534
 JP0534.The orthometric height was determined by differential leveling
 JP0534.and adjusted by the National Geodetic Survey in August 1995..
 JP0534
 JP0534.The geoid height was determined by GEOID03.
 JP0534
 JP0534.The dynamic height is computed by dividing the NAVD 88
 JP0534.geopotential number by the normal gravity value computed on the
 JP0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0534.degrees latitude (g = 980.6199 gals.).
 JP0534
 JP0534.The modeled gravity was interpolated from observed gravity values.
 JP0534
 JP0534;                    North         East    Units  Estimated Accuracy
 JP0534;SPC NV E     - 8,393,940.      271,260.      MT  (+/- 180 meters Scaled)
 JP0534
 JP0534                          SUPERSEDED SURVEY CONTROL
 JP0534
 JP0534.No superseded survey control is available for this station.
 JP0534
 JP0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC951411(NAD 83)
 JP0534_MARKER: DD = SURVEY DISK
 JP0534_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0534_SP_SET: COPPER-CLAD STEEL ROD
 JP0534_STAMPING: 70 DOR 1971 5647
 JP0534_MARK LOGO: USGS  
 JP0534_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0534
 JP0534  HISTORY     - Date     Condition        Report By
 JP0534  HISTORY     - 1971     MONUMENTED       USGS
 JP0534
 JP0534                          STATION DESCRIPTION
 JP0534
 JP0534'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0534'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0534'HIGHWAY 93 TO A T-ROAD WEST, THENCE 9.4 MILES WEST TO A ROAD
 JP0534'CROSSING, THENCE 2.8 MILES SOUTH, 0.1 MILE SOUTH OF A CORRAL, 40 FEET
 JP0534'EAST OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A WITNESS POST,
 JP0534'ON A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 JP0534'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0650 ***********************************************************************
 JP0650  DESIGNATION -  70 DOR
 JP0650  PID         -  JP0650
 JP0650  STATE/COUNTY-  NV/LINCOLN
 JP0650  USGS QUAD   -  ATLANTA (1973)
 JP0650
 JP0650                         *CURRENT SURVEY CONTROL
 JP0650  ___________________________________________________________________
 JP0650* NAD 83(1986)-  38 23 06.     (N)    114 21 49.     (W)     SCALED    
 JP0650* NAVD 88     -      2154.994  (meters)    7070.18   (feet)  ADJUSTED  
 JP0650  ___________________________________________________________________
 JP0650  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 JP0650  DYNAMIC HT  -        2152.475 (meters)    7061.91  (feet)  COMP
 JP0650  MODELED GRAV-     979,382.2   (mgal)                       NAVD 88
 JP0650
 JP0650  VERT ORDER  -  SECOND    CLASS 0
 JP0650
 JP0650.The horizontal coordinates were scaled from a topographic map and have
 JP0650.an estimated accuracy of +/- 6 seconds.
 JP0650
 JP0650.The orthometric height was determined by differential leveling
 JP0650.and adjusted by the National Geodetic Survey in August 1995..
 JP0650
 JP0650.The geoid height was determined by GEOID03.
 JP0650
 JP0650.The dynamic height is computed by dividing the NAVD 88
 JP0650.geopotential number by the normal gravity value computed on the
 JP0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0650.degrees latitude (g = 980.6199 gals.).
 JP0650
 JP0650.The modeled gravity was interpolated from observed gravity values.
 JP0650
 JP0650;                    North         East    Units  Estimated Accuracy
 JP0650;SPC NV E     - 8,404,040.      306,560.      MT  (+/- 180 meters Scaled)
 JP0650
 JP0650                          SUPERSEDED SURVEY CONTROL
 JP0650
 JP0650.No superseded survey control is available for this station.
 JP0650
 JP0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC302518(NAD 83)
 JP0650_MARKER: DD = SURVEY DISK
 JP0650_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0650_SP_SET: COPPER-CLAD STEEL ROD
 JP0650_STAMPING: 70 DOR 1973 7066
 JP0650_MARK LOGO: USGS  
 JP0650_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0650
 JP0650  HISTORY     - Date     Condition        Report By
 JP0650  HISTORY     - 1973     MONUMENTED       USGS
 JP0650
 JP0650                          STATION DESCRIPTION
 JP0650
 JP0650'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0650'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0650'ROAD TO THE MAIN ROAD, THENCE 6.7 MILES SOUTHWEST ALONG THE MAIN ROAD
 JP0650'TO THE TOP OF A SLIGHT RISE, 475 FEET SOUTHWEST OF A DIM Y-ROAD
 JP0650'SOUTH, 33 FEET WEST OF AND 2 FEET HIGHER THAN THE CENTERLINE OF THE
 JP0650'ROAD,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 JP0650'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0522 ***********************************************************************
 KR0522  DESIGNATION -  70 GWM 3943
 KR0522  PID         -  KR0522
 KR0522  STATE/COUNTY-  NV/CHURCHILL
 KR0522  USGS QUAD   -  WHITE PLAINS (1986)
 KR0522
 KR0522                         *CURRENT SURVEY CONTROL
 KR0522  ___________________________________________________________________
 KR0522* NAD 83(1986)-  39 56 32.     (N)    118 45 04.     (W)     SCALED    
 KR0522* NAVD 88     -      1202.660  (meters)    3945.73   (feet)  ADJUSTED  
 KR0522  ___________________________________________________________________
 KR0522  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 KR0522  DYNAMIC HT  -        1201.679 (meters)    3942.51  (feet)  COMP
 KR0522  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 KR0522
 KR0522  VERT ORDER  -  SECOND    CLASS 0
 KR0522
 KR0522.The horizontal coordinates were scaled from a topographic map and have
 KR0522.an estimated accuracy of +/- 6 seconds.
 KR0522
 KR0522.The orthometric height was determined by differential leveling
 KR0522.and adjusted by the National Geodetic Survey in June 1991..
 KR0522
 KR0522.The geoid height was determined by GEOID03.
 KR0522
 KR0522.The dynamic height is computed by dividing the NAVD 88
 KR0522.geopotential number by the normal gravity value computed on the
 KR0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0522.degrees latitude (g = 980.6199 gals.).
 KR0522
 KR0522.The modeled gravity was interpolated from observed gravity values.
 KR0522
 KR0522;                    North         East    Units  Estimated Accuracy
 KR0522;SPC NV W     - 4,576,210.      785,660.      MT  (+/- 180 meters Scaled)
 KR0522
 KR0522                          SUPERSEDED SURVEY CONTROL
 KR0522
 KR0522  NGVD 29 (??/??/92) 1201.75   (m)         3942.7    (f) COMPUTED    2 0
 KR0522
 KR0522.Superseded values are not recommended for survey control.
 KR0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0522.See file dsdata.txt to determine how the superseded data were derived.
 KR0522
 KR0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE503228(NAD 83)
 KR0522_MARKER: DD = SURVEY DISK
 KR0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0522_SP_SET: CULVERT
 KR0522_STAMPING: 70 GWM 1950 3943
 KR0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0522
 KR0522  HISTORY     - Date     Condition        Report By
 KR0522  HISTORY     - 1950     MONUMENTED       USGS
 KR0522  HISTORY     - 1958     GOOD             NGS
 KR0522  HISTORY     - 1961     POOR             NGS
 KR0522
 KR0522                          STATION DESCRIPTION
 KR0522
 KR0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0522'7.2 MI SW FROM TOY.
 KR0522'7.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0522'STATION, 27.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN
 KR0522'THE NORTHEAST CORNER OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
 KR0522
 KR0522                          STATION RECOVERY (1961)
 KR0522
 KR0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KR0522'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0643 ***********************************************************************
 MU0643  DESIGNATION -  70 HEI
 MU0643  PID         -  MU0643
 MU0643  STATE/COUNTY-  NV/HUMBOLDT
 MU0643  USGS QUAD   -  DRY HILLS SOUTH (1980)
 MU0643
 MU0643                         *CURRENT SURVEY CONTROL
 MU0643  ___________________________________________________________________
 MU0643* NAD 83(1986)-  41 09 57.     (N)    117 09 24.     (W)     SCALED    
 MU0643* NAVD 88     -      1408.586  (meters)    4621.34   (feet)  POSTED    
 MU0643  ___________________________________________________________________
 MU0643  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 MU0643  DYNAMIC HT  -        1407.540 (meters)    4617.90  (feet)  COMP
 MU0643  MODELED GRAV-     979,829.2   (mgal)                       NAVD 88
 MU0643
 MU0643  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0643
 MU0643.The horizontal coordinates were scaled from a topographic map and have
 MU0643.an estimated accuracy of +/- 6 seconds.
 MU0643
 MU0643.The orthometric height was determined by differential leveling
 MU0643.and adjusted by the National Geodetic Survey in 1992..
 MU0643.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0643.rate of 0.0 thru 1.0 mm/km.
 MU0643
 MU0643.The geoid height was determined by GEOID03.
 MU0643
 MU0643.The dynamic height is computed by dividing the NAVD 88
 MU0643.geopotential number by the normal gravity value computed on the
 MU0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0643.degrees latitude (g = 980.6199 gals.).
 MU0643
 MU0643.The modeled gravity was interpolated from observed gravity values.
 MU0643
 MU0643;                    North         East    Units  Estimated Accuracy
 MU0643;SPC NV W     - 4,713,040.      919,720.      MT  (+/- 180 meters Scaled)
 MU0643
 MU0643                          SUPERSEDED SURVEY CONTROL
 MU0643
 MU0643  NGVD 29 (??/??/92) 1407.58   (m)         4618.0    (f) COMPUTED    2 0
 MU0643
 MU0643.Superseded values are not recommended for survey control.
 MU0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0643.See file dsdata.txt to determine how the superseded data were derived.
 MU0643
 MU0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF868571(NAD 83)
 MU0643_MARKER: DD = SURVEY DISK
 MU0643_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0643_SP_SET: COPPER-CLAD STEEL ROD
 MU0643_STAMPING: 70 HEI 1974 4618
 MU0643_MARK LOGO: USGS  
 MU0643_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0643+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0643
 MU0643  HISTORY     - Date     Condition        Report By
 MU0643  HISTORY     - 1974     MONUMENTED       USGS
 MU0643
 MU0643                          STATION DESCRIPTION
 MU0643
 MU0643'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0643'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0643'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 3.8
 MU0643'MILES NORTH ALONG A DIRT ROAD, 28 FEET NORTHWEST AND 2 FEET HIGHER
 MU0643'THAN THE ROAD, ALONGSIDE A SMALL CAIRN, SET ON COPPER-COATED ROD
 MU0643'ENCASED IN 6-INCH WHITE PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0713 ***********************************************************************
 GS0713  DESIGNATION -  70 TJS
 GS0713  PID         -  GS0713
 GS0713  STATE/COUNTY-  NV/NYE
 GS0713  USGS QUAD   -  JACKASS FLATS (1983)
 GS0713
 GS0713                         *CURRENT SURVEY CONTROL
 GS0713  ___________________________________________________________________
 GS0713* NAD 83(1986)-  36 48 17.     (N)    116 21 20.     (W)     SCALED    
 GS0713* NAVD 88     -      1021.499  (meters)    3351.37   (feet)  ADJUSTED  
 GS0713  ___________________________________________________________________
 GS0713  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 GS0713  DYNAMIC HT  -        1020.427 (meters)    3347.85  (feet)  COMP
 GS0713  MODELED GRAV-     979,547.0   (mgal)                       NAVD 88
 GS0713
 GS0713  VERT ORDER  -  FIRST     CLASS I
 GS0713
 GS0713.The horizontal coordinates were scaled from a topographic map and have
 GS0713.an estimated accuracy of +/- 6 seconds.
 GS0713
 GS0713.The orthometric height was determined by differential leveling
 GS0713.and adjusted by the National Geodetic Survey in May 2004..
 GS0713
 GS0713.The geoid height was determined by GEOID03.
 GS0713
 GS0713.The dynamic height is computed by dividing the NAVD 88
 GS0713.geopotential number by the normal gravity value computed on the
 GS0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0713.degrees latitude (g = 980.6199 gals.).
 GS0713
 GS0713.The modeled gravity was interpolated from observed gravity values.
 GS0713
 GS0713;                    North         East    Units  Estimated Accuracy
 GS0713;SPC NV C     - 6,228,000.      527,760.      MT  (+/- 180 meters Scaled)
 GS0713
 GS0713                          SUPERSEDED SURVEY CONTROL
 GS0713
 GS0713  NAVD 88 (??/??/92) 1021.497  (m)         3351.36   (f) UNKNOWN     3 0
 GS0713  NGVD 29 (05/01/91) 1020.626  (m)         3348.50   (f) ADJUSTED    1 1
 GS0713
 GS0713.Superseded values are not recommended for survey control.
 GS0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0713.See file dsdata.txt to determine how the superseded data were derived.
 GS0713
 GS0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA574734(NAD 83)
 GS0713_MARKER: DB = BENCH MARK DISK
 GS0713_SETTING: 0 = UNSPECIFIED SETTING
 GS0713_STAMPING: 70 TJS 1983
 GS0713_MARK LOGO: USGS  
 GS0713_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0713
 GS0713  HISTORY     - Date     Condition        Report By
 GS0713  HISTORY     - 1983     MONUMENTED       USGS
 GS0713  HISTORY     - 1986     GOOD             USGS
 GS0713  HISTORY     - 1988     GOOD             USGS
 GS0713  HISTORY     - 19910515 GOOD             USGS
 GS0713  HISTORY     - 19930218 GOOD             USGS
 GS0713  HISTORY     - 19950224 GOOD             USGS
 GS0713
 GS0713                          STATION DESCRIPTION
 GS0713
 GS0713'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0713'44.3 KM (27.55 MI) NW FROM MERCURY.
 GS0713'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0713'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0713'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0713'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0713'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0713'STREET 0.5 MILES TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0713'PROCEED WEST 4.2 MILES, 172 FEET NORTH OF THE ROAD.
 GS0713'THE MARK IS 4 FT  S FROM  A ROCK CAIRN
 GS0713
 GS0713                          STATION RECOVERY (1986)
 GS0713
 GS0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0713'RECOVERED IN GOOD CONDITION.
 GS0713
 GS0713                          STATION RECOVERY (1988)
 GS0713
 GS0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0713'RECOVERED IN GOOD CONDITION.
 GS0713
 GS0713                          STATION RECOVERY (1991)
 GS0713
 GS0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0713'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0713'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0713'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0713'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0713'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0713'STREET 0.5 MILE TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0713'PROCEED WEST 4.2 MILES, 172 FEET NORTH OF THE ROAD.
 GS0713
 GS0713                          STATION RECOVERY (1993)
 GS0713
 GS0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0713'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0713'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0713'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0713'(34.3 KM) TO A GUARD STATION AT THE INTERSECTION OF ROADS C AND B,
 GS0713'TURN LEFT (SOUTHWEST) ON ROAD B 1.55 MILES (2.49 KM) TO 2ND STREET,
 GS0713'TURN RIGHT (NORTHEAST) ON 2ND STREET 0.5 MILE (0.8 KM) TO A DIRT
 GS0713'ROAD, TURN LEFT ON THE DIRT ROAD AND PROCEED WEST 4.2 MILES (6.8 KM)
 GS0713', 172 FEET (52.4 M) NORTH OF THE ROAD.
 GS0713
 GS0713                          STATION RECOVERY (1995)
 GS0713
 GS0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0713'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0339 ***********************************************************************
 LR0339  DESIGNATION -  71
 LR0339  PID         -  LR0339
 LR0339  STATE/COUNTY-  NV/HUMBOLDT
 LR0339  USGS QUAD   -  GOLCONDA (1981)
 LR0339
 LR0339                         *CURRENT SURVEY CONTROL
 LR0339  ___________________________________________________________________
 LR0339* NAD 83(1994)-  40 55 16.86288(N)    117 23 41.00336(W)     ADJUSTED  
 LR0339* NAVD 88     -      1573.433  (meters)    5162.17   (feet)  ADJUSTED  
 LR0339  ___________________________________________________________________
 LR0339  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 LR0339  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 LR0339  DYNAMIC HT  -        1572.213 (meters)    5158.17  (feet)  COMP
 LR0339  MODELED GRAV-     979,793.0   (mgal)                       NAVD 88
 LR0339
 LR0339  HORZ ORDER  -  SECOND
 LR0339  VERT ORDER  -  FIRST     CLASS II
 LR0339
 LR0339.The horizontal coordinates were established by classical geodetic methods
 LR0339.and adjusted by the National Geodetic Survey in June 1998..
 LR0339
 LR0339.The orthometric height was determined by differential leveling
 LR0339.and adjusted by the National Geodetic Survey in June 1991..
 LR0339
 LR0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0339
 LR0339.The geoid height was determined by GEOID03.
 LR0339
 LR0339.The dynamic height is computed by dividing the NAVD 88
 LR0339.geopotential number by the normal gravity value computed on the
 LR0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0339.degrees latitude (g = 980.6199 gals.).
 LR0339
 LR0339.The modeled gravity was interpolated from observed gravity values.
 LR0339
 LR0339;                    North         East     Units Scale Factor Converg.
 LR0339;SPC NV W     - 4,685,592.475   900,113.739   MT  1.00002332   +0 46 43.1
 LR0339;SPC NV W     -15,372,647.98  2,953,123.16   sFT  1.00002332   +0 46 43.1
 LR0339;UTM  11      - 4,530,101.306   466,763.711   MT  0.99961360   -0 15 30.8
 LR0339
 LR0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0339!SPC NV W     -   0.99975642  x   1.00002332  =   0.99977973
 LR0339!UTM  11      -   0.99975642  x   0.99961360  =   0.99937011
 LR0339
 LR0339:                Primary Azimuth Mark                     Grid Az
 LR0339:SPC NV W     -  SPIKE                                    094 39 29.5
 LR0339:UTM  11      -  SPIKE                                    095 41 43.4
 LR0339
 LR0339|---------------------------------------------------------------------|
 LR0339| PID    Reference Object                     Distance      Geod. Az  |
 LR0339|                                                           dddmmss.s |
 LR0339| LR0820 SPIKE                               APPROX. 3.3 KM 0952612.6 |
 LR0339| DB6130 71 RM 1                               5.585 METERS 15259     |
 LR0339| DB6131 71 RM 2                               6.450 METERS 26033     |
 LR0339|---------------------------------------------------------------------|
 LR0339
 LR0339                          SUPERSEDED SURVEY CONTROL
 LR0339
 LR0339  NAD 83(1986)-  40 55 16.86694(N)    117 23 40.99963(W) AD(       ) 2
 LR0339  NAD 27      -  40 55 17.21540(N)    117 23 37.57170(W) AD(       ) 2
 LR0339  NGVD 29 (??/??/92) 1572.390  (m)         5158.75   (f) ADJ UNCH    1 2
 LR0339
 LR0339.Superseded values are not recommended for survey control.
 LR0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0339.See file dsdata.txt to determine how the superseded data were derived.
 LR0339
 LR0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF6676430101(NAD 83)
 LR0339_MARKER: DD = SURVEY DISK
 LR0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0339_STAMPING: BM I-001-3 (2) 71
 LR0339_MARK LOGO: NVDH  
 LR0339_PROJECTION: PROJECTING 3 CENTIMETERS
 LR0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0339+STABILITY: SURFACE MOTION
 LR0339
 LR0339  HISTORY     - Date     Condition        Report By
 LR0339  HISTORY     - 1958     MONUMENTED       NVDH
 LR0339  HISTORY     - 1958     GOOD             NGS
 LR0339  HISTORY     - 1984     GOOD             NGS
 LR0339
 LR0339                          STATION DESCRIPTION
 LR0339
 LR0339'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1958 (WWH)
 LR0339'THE STATION IS ON THE NORTH SIDE OF U.S. HIGHWAY 40 AT GOLCONDA
 LR0339'SUMMIT (5.8 MILES EAST ALONG THE HIGHWAY FROM GOLCONDA), ABOUT
 LR0339'100 YARDS NORTHWEST OF SIGN GOLCONDA SUMMIT, 84 FEET WEST OF
 LR0339'GUYED POWER POLE NO. 47094 WHICH IS AT JOG IN POWER LINE, AND 9
 LR0339'FEET NORTHEAST OF THE CENTER OF A TRACK ROAD.
 LR0339'
 LR0339'THE STATION MARK IS A NEVADA HIGHWAY DEPARTMENT BRONZE DISK SET
 LR0339'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, AND 3-1/2 FEET
 LR0339'NORTHWEST OF A METAL WITNESS POST.  STAMPED B M I-001-3 (2) 71.
 LR0339'
 LR0339'THE REFERENCE MARKS ARE HIGHWAY SURVEY MARKS.  BLACK METAL PEGS
 LR0339'5 INCHES HIGH WITH SMALL ALUMINUM CAPS STAMPED SURVEY POINT.
 LR0339
 LR0339                          STATION RECOVERY (1958)
 LR0339
 LR0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LR0339'5.15 MI E FROM GOLCONDA.
 LR0339'5.15 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA
 LR0339'TO GOLCONDA SUMMIT, ABOUT 350.0 FEET NORTH OF THE CENTERLINE OF
 LR0339'HIGHWAY, 84.7 FEET WEST OF POWER POLE NO. 47095, 3.9 FEET NORTHWEST OF
 LR0339'A METAL WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH WITH THE
 LR0339'GROUND SURFACE.
 LR0339
 LR0339                          STATION RECOVERY (1984)
 LR0339
 LR0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0339'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.3 KM
 LR0339'(5.8 MI) SOUTHEAST ALONG INTERSTATE 80 FROM THE MORRISON AVENUE
 LR0339'OVERPASS BRIDGE AT GOLCONDA, ON TOP OF THE EAST END OF A HIGHWAY CUT
 LR0339'BANK, 0.25 KM (0.15 MI) WEST OF MILEPOST 200, 53.9 METERS (177 FT)
 LR0339'NORTH OF THE WEST BOUND HIGHWAY CENTERLINE, 34.1 METERS (112 FT)
 LR0339'SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE AROUND A SMALL
 LR0339'SUB-STATION, 25.7 METERS (84.5 FT) WEST OF A POWER POLE WITH THREE GUY
 LR0339'WIRES ATTACHED AND 7.3 METERS (24 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 LR0339'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LR0339'THE MARK IS 4.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0614 ***********************************************************************
 MU0614  DESIGNATION -  71 BKC
 MU0614  PID         -  MU0614
 MU0614  STATE/COUNTY-  NV/ELKO
 MU0614  USGS QUAD   -  MAIDEN BUTTE SE (1980)
 MU0614
 MU0614                         *CURRENT SURVEY CONTROL
 MU0614  ___________________________________________________________________
 MU0614* NAD 83(1986)-  41 45 47.     (N)    117 00 49.     (W)     SCALED    
 MU0614* NAVD 88     -      1671.977  (meters)    5485.48   (feet)  POSTED    
 MU0614  ___________________________________________________________________
 MU0614  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 MU0614  DYNAMIC HT  -        1670.750 (meters)    5481.45  (feet)  COMP
 MU0614  MODELED GRAV-     979,829.7   (mgal)                       NAVD 88
 MU0614
 MU0614  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0614
 MU0614.The horizontal coordinates were scaled from a topographic map and have
 MU0614.an estimated accuracy of +/- 6 seconds.
 MU0614
 MU0614.The orthometric height was determined by differential leveling
 MU0614.and adjusted by the National Geodetic Survey in 1992..
 MU0614.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0614.rate of 1.1 thru 2.0 mm/km.
 MU0614
 MU0614.The geoid height was determined by GEOID03.
 MU0614
 MU0614.The dynamic height is computed by dividing the NAVD 88
 MU0614.geopotential number by the normal gravity value computed on the
 MU0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0614.degrees latitude (g = 980.6199 gals.).
 MU0614
 MU0614.The modeled gravity was interpolated from observed gravity values.
 MU0614
 MU0614;                    North         East    Units  Estimated Accuracy
 MU0614;SPC NV E     - 8,779,370.       81,070.      MT  (+/- 180 meters Scaled)
 MU0614
 MU0614                          SUPERSEDED SURVEY CONTROL
 MU0614
 MU0614  NGVD 29 (??/??/92) 1670.835  (m)         5481.73   (f) ADJ UNCH    2 0
 MU0614
 MU0614.Superseded values are not recommended for survey control.
 MU0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0614.See file dsdata.txt to determine how the superseded data were derived.
 MU0614
 MU0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG988234(NAD 83)
 MU0614_MARKER: DD = SURVEY DISK
 MU0614_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0614_SP_SET: COPPER-CLAD STEEL ROD
 MU0614_STAMPING: 71 BKC 1973 5482
 MU0614_MARK LOGO: USGS  
 MU0614_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0614+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0614
 MU0614  HISTORY     - Date     Condition        Report By
 MU0614  HISTORY     - 1973     MONUMENTED       USGS
 MU0614
 MU0614                          STATION DESCRIPTION
 MU0614
 MU0614'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0614'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0614'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0614'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 18.8 MILES NORTH ALONG ROAD,
 MU0614'1.7 MILES SOUTHEAST AND 22.5 MILES NORTH OF LITTLE HUMBOLDT RANCH, 71
 MU0614'FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTHWEST OF A CAIRN,
 MU0614'SET ON A COPPER-COATED ROD ENCASED IN A 6-INCH BLACK FIBER PIPE
 MU0614'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0533 ***********************************************************************
 JP0533  DESIGNATION -  71 DOR
 JP0533  PID         -  JP0533
 JP0533  STATE/COUNTY-  NV/LINCOLN
 JP0533  USGS QUAD   -  SIDEHILL PASS (1971)
 JP0533
 JP0533                         *CURRENT SURVEY CONTROL
 JP0533  ___________________________________________________________________
 JP0533* NAD 83(1986)-  38 17 06.     (N)    114 46 37.     (W)     SCALED    
 JP0533* NAVD 88     -      1708.145  (meters)    5604.14   (feet)  ADJUSTED  
 JP0533  ___________________________________________________________________
 JP0533  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 JP0533  DYNAMIC HT  -        1706.253 (meters)    5597.93  (feet)  COMP
 JP0533  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 JP0533
 JP0533  VERT ORDER  -  SECOND    CLASS 0
 JP0533
 JP0533.The horizontal coordinates were scaled from a topographic map and have
 JP0533.an estimated accuracy of +/- 6 seconds.
 JP0533
 JP0533.The orthometric height was determined by differential leveling
 JP0533.and adjusted by the National Geodetic Survey in August 1995..
 JP0533
 JP0533.The geoid height was determined by GEOID03.
 JP0533
 JP0533.The dynamic height is computed by dividing the NAVD 88
 JP0533.geopotential number by the normal gravity value computed on the
 JP0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0533.degrees latitude (g = 980.6199 gals.).
 JP0533
 JP0533.The modeled gravity was interpolated from observed gravity values.
 JP0533
 JP0533;                    North         East    Units  Estimated Accuracy
 JP0533;SPC NV E     - 8,392,540.      270,550.      MT  (+/- 180 meters Scaled)
 JP0533
 JP0533                          SUPERSEDED SURVEY CONTROL
 JP0533
 JP0533.No superseded survey control is available for this station.
 JP0533
 JP0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC944397(NAD 83)
 JP0533_MARKER: DD = SURVEY DISK
 JP0533_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0533_SP_SET: COPPER-CLAD STEEL ROD
 JP0533_STAMPING: 71 DOR 1971 5600
 JP0533_MARK LOGO: USGS  
 JP0533_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0533
 JP0533  HISTORY     - Date     Condition        Report By
 JP0533  HISTORY     - 1971     MONUMENTED       USGS
 JP0533
 JP0533                          STATION DESCRIPTION
 JP0533
 JP0533'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0533'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0533'HIGHWAY 93 TO A T-ROAD WEST, THENCE 9.4 MILES WEST TO A ROAD
 JP0533'CROSSING, THENCE 3.9 MILES SOUTH TO A ROAD CROSSING, THENCE 0.1 MILE
 JP0533'WEST TO A ROAD CROSSING, 250 FEET WEST OF A DRY WASH CROSSING, 40
 JP0533'FEET WEST OF AND 2 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, 25
 JP0533'FEET SOUTH OF THE ROAD CROSSING, 3 FEET EAST OF A WITNESS POST, ON A
 JP0533'5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE
 JP0533'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0651 ***********************************************************************
 JP0651  DESIGNATION -  71 DOR
 JP0651  PID         -  JP0651
 JP0651  STATE/COUNTY-  NV/LINCOLN
 JP0651  USGS QUAD   -  SCHOOLMARM BASIN (1973)
 JP0651
 JP0651                         *CURRENT SURVEY CONTROL
 JP0651  ___________________________________________________________________
 JP0651* NAD 83(1986)-  38 22 26.     (N)    114 22 34.     (W)     SCALED    
 JP0651* NAVD 88     -      2078.009  (meters)    6817.60   (feet)  ADJUSTED  
 JP0651  ___________________________________________________________________
 JP0651  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 JP0651  DYNAMIC HT  -        2075.598 (meters)    6809.69  (feet)  COMP
 JP0651  MODELED GRAV-     979,394.1   (mgal)                       NAVD 88
 JP0651
 JP0651  VERT ORDER  -  SECOND    CLASS 0
 JP0651
 JP0651.The horizontal coordinates were scaled from a topographic map and have
 JP0651.an estimated accuracy of +/- 6 seconds.
 JP0651
 JP0651.The orthometric height was determined by differential leveling
 JP0651.and adjusted by the National Geodetic Survey in August 1995..
 JP0651
 JP0651.The geoid height was determined by GEOID03.
 JP0651
 JP0651.The dynamic height is computed by dividing the NAVD 88
 JP0651.geopotential number by the normal gravity value computed on the
 JP0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0651.degrees latitude (g = 980.6199 gals.).
 JP0651
 JP0651.The modeled gravity was interpolated from observed gravity values.
 JP0651
 JP0651;                    North         East    Units  Estimated Accuracy
 JP0651;SPC NV E     - 8,402,790.      305,480.      MT  (+/- 180 meters Scaled)
 JP0651
 JP0651                          SUPERSEDED SURVEY CONTROL
 JP0651
 JP0651.No superseded survey control is available for this station.
 JP0651
 JP0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC292505(NAD 83)
 JP0651_MARKER: DD = SURVEY DISK
 JP0651_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0651_SP_SET: COPPER-CLAD STEEL ROD
 JP0651_STAMPING: 71 DOR 1973 6813
 JP0651_MARK LOGO: USGS  
 JP0651_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0651
 JP0651  HISTORY     - Date     Condition        Report By
 JP0651  HISTORY     - 1973     MONUMENTED       USGS
 JP0651
 JP0651                          STATION DESCRIPTION
 JP0651
 JP0651'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0651'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0651'ROAD TO THE MAIN ROAD, THENCE 7.7 MILES SOUTHWEST ALONG THE MAIN
 JP0651'ROAD, 1.0 MILE NORTHEAST OF COLE RANCH, 30 FEET NORTHWEST OF THE
 JP0651'CENTERLINE OF THE ROAD,  A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0651'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0525 ***********************************************************************
 KR0525  DESIGNATION -  71 GWM 3946
 KR0525  PID         -  KR0525
 KR0525  STATE/COUNTY-  NV/CHURCHILL
 KR0525  USGS QUAD   -  OCALA (1986)
 KR0525
 KR0525                         *CURRENT SURVEY CONTROL
 KR0525  ___________________________________________________________________
 KR0525* NAD 83(1986)-  39 57 08.     (N)    118 43 35.     (W)     SCALED    
 KR0525* NAVD 88     -      1203.654  (meters)    3948.99   (feet)  ADJUSTED  
 KR0525  ___________________________________________________________________
 KR0525  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 KR0525  DYNAMIC HT  -        1202.682 (meters)    3945.80  (feet)  COMP
 KR0525  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 KR0525
 KR0525  VERT ORDER  -  SECOND    CLASS 0
 KR0525
 KR0525.The horizontal coordinates were scaled from a topographic map and have
 KR0525.an estimated accuracy of +/- 6 seconds.
 KR0525
 KR0525.The orthometric height was determined by differential leveling
 KR0525.and adjusted by the National Geodetic Survey in June 1991..
 KR0525
 KR0525.The geoid height was determined by GEOID03.
 KR0525
 KR0525.The dynamic height is computed by dividing the NAVD 88
 KR0525.geopotential number by the normal gravity value computed on the
 KR0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0525.degrees latitude (g = 980.6199 gals.).
 KR0525
 KR0525.The modeled gravity was interpolated from observed gravity values.
 KR0525
 KR0525;                    North         East    Units  Estimated Accuracy
 KR0525;SPC NV W     - 4,577,320.      787,780.      MT  (+/- 180 meters Scaled)
 KR0525
 KR0525                          SUPERSEDED SURVEY CONTROL
 KR0525
 KR0525  NGVD 29 (??/??/92) 1202.76   (m)         3946.1    (f) COMPUTED    2 0
 KR0525
 KR0525.Superseded values are not recommended for survey control.
 KR0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0525.See file dsdata.txt to determine how the superseded data were derived.
 KR0525
 KR0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE525238(NAD 83)
 KR0525_MARKER: DD = SURVEY DISK
 KR0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0525_SP_SET: CULVERT
 KR0525_STAMPING: 71 GWM 1950 3946
 KR0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0525
 KR0525  HISTORY     - Date     Condition        Report By
 KR0525  HISTORY     - 1950     MONUMENTED       USGS
 KR0525  HISTORY     - 1958     GOOD             NGS
 KR0525  HISTORY     - 1961     POOR             NGS
 KR0525
 KR0525                          STATION DESCRIPTION
 KR0525
 KR0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0525'5.7 MI SW FROM TOY.
 KR0525'5.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE TOY RAILROAD
 KR0525'STATION, 200.0 FEET NORTH OF THE FALLON-LOVELOCK CUTOFF, 24.0 FEET
 KR0525'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN THE CENTER OF THE
 KR0525'NORTHWEST HEADWALL OF A CONCRETE CULVERT.
 KR0525
 KR0525                          STATION RECOVERY (1961)
 KR0525
 KR0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KR0525'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0644 ***********************************************************************
 MU0644  DESIGNATION -  71 HEI
 MU0644  PID         -  MU0644
 MU0644  STATE/COUNTY-  NV/HUMBOLDT
 MU0644  USGS QUAD   -  DRY HILLS SOUTH (1980)
 MU0644
 MU0644                         *CURRENT SURVEY CONTROL
 MU0644  ___________________________________________________________________
 MU0644* NAD 83(1986)-  41 10 42.     (N)    117 09 09.     (W)     SCALED    
 MU0644* NAVD 88     -      1422.609  (meters)    4667.34   (feet)  POSTED    
 MU0644  ___________________________________________________________________
 MU0644  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 MU0644  DYNAMIC HT  -        1421.550 (meters)    4663.87  (feet)  COMP
 MU0644  MODELED GRAV-     979,830.5   (mgal)                       NAVD 88
 MU0644
 MU0644  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0644
 MU0644.The horizontal coordinates were scaled from a topographic map and have
 MU0644.an estimated accuracy of +/- 6 seconds.
 MU0644
 MU0644.The orthometric height was determined by differential leveling
 MU0644.and adjusted by the National Geodetic Survey in 1992..
 MU0644.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0644.rate of 0.0 thru 1.0 mm/km.
 MU0644
 MU0644.The geoid height was determined by GEOID03.
 MU0644
 MU0644.The dynamic height is computed by dividing the NAVD 88
 MU0644.geopotential number by the normal gravity value computed on the
 MU0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0644.degrees latitude (g = 980.6199 gals.).
 MU0644
 MU0644.The modeled gravity was interpolated from observed gravity values.
 MU0644
 MU0644;                    North         East    Units  Estimated Accuracy
 MU0644;SPC NV W     - 4,714,440.      920,050.      MT  (+/- 180 meters Scaled)
 MU0644
 MU0644                          SUPERSEDED SURVEY CONTROL
 MU0644
 MU0644  NGVD 29 (??/??/92) 1421.60   (m)         4664.0    (f) COMPUTED    2 0
 MU0644
 MU0644.Superseded values are not recommended for survey control.
 MU0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0644.See file dsdata.txt to determine how the superseded data were derived.
 MU0644
 MU0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF872585(NAD 83)
 MU0644_MARKER: DD = SURVEY DISK
 MU0644_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0644_SP_SET: COPPER-CLAD STEEL ROD
 MU0644_STAMPING: 71 HEI 1974 4664
 MU0644_MARK LOGO: USGS  
 MU0644_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0644+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0644
 MU0644  HISTORY     - Date     Condition        Report By
 MU0644  HISTORY     - 1974     MONUMENTED       USGS
 MU0644
 MU0644                          STATION DESCRIPTION
 MU0644
 MU0644'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0644'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0644'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.1
 MU0644'MILES NORTH ALONG A DIRT ROAD, 43 FEET NORTHWEST AND 0.6 FEET HIGHER
 MU0644'THAN THE ROAD, ALONGSIDE A SMALL CAIRN, SET ON COPPER-COATED ROD
 MU0644'ENCASED IN 6-INCH WHITE PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0717 ***********************************************************************
 GS0717  DESIGNATION -  71 TJS
 GS0717  PID         -  GS0717
 GS0717  STATE/COUNTY-  NV/NYE
 GS0717  USGS QUAD   -  JACKASS FLATS (1983)
 GS0717
 GS0717                         *CURRENT SURVEY CONTROL
 GS0717  ___________________________________________________________________
 GS0717* NAD 83(1986)-  36 47 55.     (N)    116 19 42.     (W)     SCALED    
 GS0717* NAVD 88     -      1031.727  (meters)    3384.92   (feet)  ADJUSTED  
 GS0717  ___________________________________________________________________
 GS0717  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 GS0717  DYNAMIC HT  -        1030.640 (meters)    3381.36  (feet)  COMP
 GS0717  MODELED GRAV-     979,543.4   (mgal)                       NAVD 88
 GS0717
 GS0717  VERT ORDER  -  FIRST     CLASS I
 GS0717
 GS0717.The horizontal coordinates were scaled from a topographic map and have
 GS0717.an estimated accuracy of +/- 6 seconds.
 GS0717
 GS0717.The orthometric height was determined by differential leveling
 GS0717.and adjusted by the National Geodetic Survey in May 2004..
 GS0717
 GS0717.The geoid height was determined by GEOID03.
 GS0717
 GS0717.The dynamic height is computed by dividing the NAVD 88
 GS0717.geopotential number by the normal gravity value computed on the
 GS0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0717.degrees latitude (g = 980.6199 gals.).
 GS0717
 GS0717.The modeled gravity was interpolated from observed gravity values.
 GS0717
 GS0717;                    North         East    Units  Estimated Accuracy
 GS0717;SPC NV C     - 6,227,330.      530,190.      MT  (+/- 180 meters Scaled)
 GS0717
 GS0717                          SUPERSEDED SURVEY CONTROL
 GS0717
 GS0717  NAVD 88 (??/??/92) 1031.725  (m)         3384.92   (f) UNKNOWN     3 0
 GS0717  NGVD 29 (05/01/91) 1030.849  (m)         3382.04   (f) ADJUSTED    1 1
 GS0717
 GS0717.Superseded values are not recommended for survey control.
 GS0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0717.See file dsdata.txt to determine how the superseded data were derived.
 GS0717
 GS0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA599727(NAD 83)
 GS0717_MARKER: DB = BENCH MARK DISK
 GS0717_SETTING: 0 = UNSPECIFIED SETTING
 GS0717_STAMPING: 71 TJS 1983
 GS0717_MARK LOGO: USGS  
 GS0717_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0717
 GS0717  HISTORY     - Date     Condition        Report By
 GS0717  HISTORY     - 1983     MONUMENTED       USGS
 GS0717  HISTORY     - 1986     GOOD             USGS
 GS0717  HISTORY     - 1988     GOOD             USGS
 GS0717  HISTORY     - 19910516 GOOD             USGS
 GS0717  HISTORY     - 19930224 GOOD             USGS
 GS0717  HISTORY     - 19950302 GOOD             USGS
 GS0717
 GS0717                          STATION DESCRIPTION
 GS0717
 GS0717'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0717'41.6 KM (25.85 MI) NW FROM MERCURY.
 GS0717'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0717'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0717'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0717'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0717'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0717'STREET 0.5 MILES TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0717'PROCEED WEST 2.5 MILES, 130 FEET NORTH OF THE ROAD.
 GS0717'THE MARK IS 4 FT  S FROM  A ROCK CAIRN
 GS0717
 GS0717                          STATION RECOVERY (1986)
 GS0717
 GS0717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0717'RECOVERED IN GOOD CONDITION.
 GS0717
 GS0717                          STATION RECOVERY (1988)
 GS0717
 GS0717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0717'RECOVERED IN GOOD CONDITION.
 GS0717
 GS0717                          STATION RECOVERY (1991)
 GS0717
 GS0717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0717'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0717'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0717'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0717'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0717'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0717'STREET 0.5 MILE TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0717'PROCEED WEST 2.5 MILES, 130 FEET NORTH OF THE ROAD.
 GS0717
 GS0717                          STATION RECOVERY (1993)
 GS0717
 GS0717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0717'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0717'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0717'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0717'(34.3 KM) TO A GUARD STATION AT THE INTERSECTION OF ROADS C AND B,
 GS0717'TURN LEFT (SOUTHWEST) ON ROAD B 1.55 MILES (2.49 KM) TO 2ND STREET,
 GS0717'TURN RIGHT (NORTHEAST) ON 2ND STREET 0.5 MILE (0.8 KM) TO A DIRT
 GS0717'ROAD, TURN LEFT ON THE DIRT ROAD AND PROCEED WEST 2.5 MILES (4.0 KM)
 GS0717', 130 FEET (39.6 M) NORTH OF THE ROAD.
 GS0717
 GS0717                          STATION RECOVERY (1995)
 GS0717
 GS0717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0717'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0049 ***********************************************************************
 JR0049  DESIGNATION -  7145
 JR0049  PID         -  JR0049
 JR0049  STATE/COUNTY-  NV/MINERAL
 JR0049  USGS QUAD   -  COREY PEAK (1989)
 JR0049
 JR0049                         *CURRENT SURVEY CONTROL
 JR0049  ___________________________________________________________________
 JR0049* NAD 83(1986)-  38 23 47.     (N)    118 47 12.     (W)     SCALED    
 JR0049* NAVD 88     -      2177.08   (+/-2cm)    7142.6    (feet)  VERTCON   
 JR0049  ___________________________________________________________________
 JR0049  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 JR0049
 JR0049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0049
 JR0049.The horizontal coordinates were scaled from a topographic map and have
 JR0049.an estimated accuracy of +/- 6 seconds.
 JR0049
 JR0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0049.The vertical order pertains to the NGVD 29 superseded value.
 JR0049
 JR0049.The geoid height was determined by GEOID03.
 JR0049
 JR0049;                    North         East    Units  Estimated Accuracy
 JR0049;SPC NV W     - 4,404,620.      782,240.      MT  (+/- 180 meters Scaled)
 JR0049
 JR0049                          SUPERSEDED SURVEY CONTROL
 JR0049
 JR0049  NGVD 29 (??/??/92) 2175.724  (m)         7138.19   (f) ADJ UNCH    2 0
 JR0049
 JR0049.Superseded values are not recommended for survey control.
 JR0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0049.See file dsdata.txt to determine how the superseded data were derived.
 JR0049
 JR0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC439513(NAD 83)
 JR0049_MARKER: P = PIPE CAP
 JR0049_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0049_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0049_STAMPING: 7145
 JR0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0049
 JR0049  HISTORY     - Date     Condition        Report By
 JR0049  HISTORY     - UNK      MONUMENTED       USGS
 JR0049  HISTORY     - 1940     GOOD             NGS
 JR0049
 JR0049                          STATION DESCRIPTION
 JR0049
 JR0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0049'15 MI SW FROM HAWTHORNE.
 JR0049'15.0 MILES SOUTHWEST ALONG THE ROAD LEADING TO BRIDGEPORT,
 JR0049'CALIFORNIA, FROM HAWTHORNE, MINERAL COUNTY, 12 FEET WEST OF THE
 JR0049'CENTERLINE OF THE ROAD, AND NEAR A WHITE WOODEN WITNESS POST.  A
 JR0049'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7145 AND
 JR0049'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0340 ***********************************************************************
 LR0340  DESIGNATION -  72
 LR0340  PID         -  LR0340
 LR0340  STATE/COUNTY-  NV/HUMBOLDT
 LR0340  USGS QUAD   -  GOLCONDA (1981)
 LR0340
 LR0340                         *CURRENT SURVEY CONTROL
 LR0340  ___________________________________________________________________
 LR0340* NAD 83(1986)-  40 55 24.     (N)    117 23 06.     (W)     SCALED    
 LR0340* NAVD 88     -      1553.556  (meters)    5096.96   (feet)  ADJUSTED  
 LR0340  ___________________________________________________________________
 LR0340  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 LR0340  DYNAMIC HT  -        1552.359 (meters)    5093.03  (feet)  COMP
 LR0340  MODELED GRAV-     979,798.2   (mgal)                       NAVD 88
 LR0340
 LR0340  VERT ORDER  -  FIRST     CLASS II
 LR0340
 LR0340.The horizontal coordinates were scaled from a topographic map and have
 LR0340.an estimated accuracy of +/- 6 seconds.
 LR0340
 LR0340.The orthometric height was determined by differential leveling
 LR0340.and adjusted by the National Geodetic Survey in June 1991..
 LR0340
 LR0340.The geoid height was determined by GEOID03.
 LR0340
 LR0340.The dynamic height is computed by dividing the NAVD 88
 LR0340.geopotential number by the normal gravity value computed on the
 LR0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0340.degrees latitude (g = 980.6199 gals.).
 LR0340
 LR0340.The modeled gravity was interpolated from observed gravity values.
 LR0340
 LR0340;                    North         East    Units  Estimated Accuracy
 LR0340;SPC NV W     - 4,685,820.      900,930.      MT  (+/- 180 meters Scaled)
 LR0340
 LR0340                          SUPERSEDED SURVEY CONTROL
 LR0340
 LR0340  NGVD 29 (??/??/92) 1552.522  (m)         5093.57   (f) ADJ UNCH    1 2
 LR0340
 LR0340.Superseded values are not recommended for survey control.
 LR0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0340.See file dsdata.txt to determine how the superseded data were derived.
 LR0340
 LR0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF675303(NAD 83)
 LR0340_MARKER: DD = SURVEY DISK
 LR0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0340_STAMPING: BM I-001-3 (2) 72
 LR0340_MARK LOGO: NVDH  
 LR0340_PROJECTION: PROJECTING 3 CENTIMETERS
 LR0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0340+STABILITY: SURFACE MOTION
 LR0340
 LR0340  HISTORY     - Date     Condition        Report By
 LR0340  HISTORY     - UNK      MONUMENTED       NVDH
 LR0340  HISTORY     - 1958     GOOD             NGS
 LR0340  HISTORY     - 1984     GOOD             NGS
 LR0340
 LR0340                          STATION DESCRIPTION
 LR0340
 LR0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0340'5.6 MI E FROM GOLCONDA.
 LR0340'5.6 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0340'450.0 FEET NORTH OF THE CENTERLINE OF HIGHWAY ON THE TOP OF A SMALL
 LR0340'HILL, 3.5 FEET NORTH OF A METAL WITNESS POST, SET IN A ROUND CONCRETE
 LR0340'POST PROJECTING 1 INCH ABOVE GROUND SURFACE.
 LR0340
 LR0340                          STATION RECOVERY (1984)
 LR0340
 LR0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0340'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.2 KM
 LR0340'(6.4 MI) SOUTHEAST ALONG INTERSTATE 80 FROM THE MORRISON AVENUE
 LR0340'OVERPASS BRIDGE AT GOLCONDA, ON TOP OF A RIDGE, 0.55 KM (0.35 MI) EAST
 LR0340'OF MILEPOST 200, 104.1 METERS (341.5 FT) NORTH OF THE WEST BOUND
 LR0340'HIGHWAY CENTERLINE AND 56.4 METERS (185 FT) NORTH OF A POWER POLE.
 LR0340'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 LR0340'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0615 ***********************************************************************
 MU0615  DESIGNATION -  72 BKC
 MU0615  PID         -  MU0615
 MU0615  STATE/COUNTY-  NV/ELKO
 MU0615  USGS QUAD   -  MAIDEN BUTTE SE (1980)
 MU0615
 MU0615                         *CURRENT SURVEY CONTROL
 MU0615  ___________________________________________________________________
 MU0615* NAD 83(1986)-  41 46 36.     (N)    117 01 04.     (W)     SCALED    
 MU0615* NAVD 88     -      1664.428  (meters)    5460.71   (feet)  POSTED    
 MU0615  ___________________________________________________________________
 MU0615  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 MU0615  DYNAMIC HT  -        1663.210 (meters)    5456.71  (feet)  COMP
 MU0615  MODELED GRAV-     979,833.1   (mgal)                       NAVD 88
 MU0615
 MU0615  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0615
 MU0615.The horizontal coordinates were scaled from a topographic map and have
 MU0615.an estimated accuracy of +/- 6 seconds.
 MU0615
 MU0615.The orthometric height was determined by differential leveling
 MU0615.and adjusted by the National Geodetic Survey in 1992..
 MU0615.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0615.rate of 1.1 thru 2.0 mm/km.
 MU0615
 MU0615.The geoid height was determined by GEOID03.
 MU0615
 MU0615.The dynamic height is computed by dividing the NAVD 88
 MU0615.geopotential number by the normal gravity value computed on the
 MU0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0615.degrees latitude (g = 980.6199 gals.).
 MU0615
 MU0615.The modeled gravity was interpolated from observed gravity values.
 MU0615
 MU0615;                    North         East    Units  Estimated Accuracy
 MU0615;SPC NV E     - 8,780,890.       80,750.      MT  (+/- 180 meters Scaled)
 MU0615
 MU0615                          SUPERSEDED SURVEY CONTROL
 MU0615
 MU0615  NGVD 29 (??/??/92) 1663.290  (m)         5456.98   (f) ADJ UNCH    2 0
 MU0615
 MU0615.Superseded values are not recommended for survey control.
 MU0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0615.See file dsdata.txt to determine how the superseded data were derived.
 MU0615
 MU0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG985249(NAD 83)
 MU0615_MARKER: DD = SURVEY DISK
 MU0615_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0615_SP_SET: COPPER-CLAD STEEL ROD
 MU0615_STAMPING: 72 BKC 1973 5457
 MU0615_MARK LOGO: USGS  
 MU0615_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0615+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0615
 MU0615  HISTORY     - Date     Condition        Report By
 MU0615  HISTORY     - 1973     MONUMENTED       USGS
 MU0615
 MU0615                          STATION DESCRIPTION
 MU0615
 MU0615'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0615'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0615'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0615'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 19.8 MILES NORTH ALONG ROAD,
 MU0615'1.7 MILES SOUTHEAST AND 23.5 MILES NORTH OF LITTLE HUMBOLDT RANCH, 27
 MU0615'FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTHWEST OF A CAIRN,
 MU0615'SET ON A COPPER-COATED ROD ENCASED IN A 6-INCH BLACK FIBER PIPE
 MU0615'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0532 ***********************************************************************
 JP0532  DESIGNATION -  72 DOR
 JP0532  PID         -  JP0532
 JP0532  STATE/COUNTY-  NV/LINCOLN
 JP0532  USGS QUAD   -  SIDEHILL PASS (1971)
 JP0532
 JP0532                         *CURRENT SURVEY CONTROL
 JP0532  ___________________________________________________________________
 JP0532* NAD 83(1986)-  38 16 21.     (N)    114 47 01.     (W)     SCALED    
 JP0532* NAVD 88     -      1694.873  (meters)    5560.60   (feet)  ADJUSTED  
 JP0532  ___________________________________________________________________
 JP0532  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 JP0532  DYNAMIC HT  -        1693.000 (meters)    5554.45  (feet)  COMP
 JP0532  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 JP0532
 JP0532  VERT ORDER  -  SECOND    CLASS 0
 JP0532
 JP0532.The horizontal coordinates were scaled from a topographic map and have
 JP0532.an estimated accuracy of +/- 6 seconds.
 JP0532
 JP0532.The orthometric height was determined by differential leveling
 JP0532.and adjusted by the National Geodetic Survey in August 1995..
 JP0532
 JP0532.The geoid height was determined by GEOID03.
 JP0532
 JP0532.The dynamic height is computed by dividing the NAVD 88
 JP0532.geopotential number by the normal gravity value computed on the
 JP0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0532.degrees latitude (g = 980.6199 gals.).
 JP0532
 JP0532.The modeled gravity was interpolated from observed gravity values.
 JP0532
 JP0532;                    North         East    Units  Estimated Accuracy
 JP0532;SPC NV E     - 8,391,150.      269,970.      MT  (+/- 180 meters Scaled)
 JP0532
 JP0532                          SUPERSEDED SURVEY CONTROL
 JP0532
 JP0532.No superseded survey control is available for this station.
 JP0532
 JP0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC938383(NAD 83)
 JP0532_MARKER: DD = SURVEY DISK
 JP0532_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0532_SP_SET: COPPER-CLAD STEEL ROD
 JP0532_STAMPING: 72 DOR 1971 5557
 JP0532_MARK LOGO: USGS  
 JP0532_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0532
 JP0532  HISTORY     - Date     Condition        Report By
 JP0532  HISTORY     - 1971     MONUMENTED       USGS
 JP0532
 JP0532                          STATION DESCRIPTION
 JP0532
 JP0532'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0532'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0532'HIGHWAY 93 TO A T-ROAD WEST, THENCE 9.4 MILES WEST TO A ROAD
 JP0532'CROSSING, THENCE 4.9 MILES SOUTH TO THE SOUTH END OF A LOW RIDGE, 35
 JP0532'FEET WEST OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, 3
 JP0532'FEET EAST OF A WITNESS POST, ON A 5/8 INCH COPPER COATED ROD DRIVEN TO
 JP0532'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0652 ***********************************************************************
 JP0652  DESIGNATION -  72 DOR
 JP0652  PID         -  JP0652
 JP0652  STATE/COUNTY-  NV/LINCOLN
 JP0652  USGS QUAD   -  SCHOOLMARM BASIN (1973)
 JP0652
 JP0652                         *CURRENT SURVEY CONTROL
 JP0652  ___________________________________________________________________
 JP0652* NAD 83(1986)-  38 21 52.     (N)    114 23 20.     (W)     SCALED    
 JP0652* NAVD 88     -      2030.338  (meters)    6661.20   (feet)  ADJUSTED  
 JP0652  ___________________________________________________________________
 JP0652  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 JP0652  DYNAMIC HT  -        2028.015 (meters)    6653.58  (feet)  COMP
 JP0652  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 JP0652
 JP0652  VERT ORDER  -  SECOND    CLASS 0
 JP0652
 JP0652.The horizontal coordinates were scaled from a topographic map and have
 JP0652.an estimated accuracy of +/- 6 seconds.
 JP0652
 JP0652.The orthometric height was determined by differential leveling
 JP0652.and adjusted by the National Geodetic Survey in August 1995..
 JP0652
 JP0652.The geoid height was determined by GEOID03.
 JP0652
 JP0652.The dynamic height is computed by dividing the NAVD 88
 JP0652.geopotential number by the normal gravity value computed on the
 JP0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0652.degrees latitude (g = 980.6199 gals.).
 JP0652
 JP0652.The modeled gravity was interpolated from observed gravity values.
 JP0652
 JP0652;                    North         East    Units  Estimated Accuracy
 JP0652;SPC NV E     - 8,401,730.      304,380.      MT  (+/- 180 meters Scaled)
 JP0652
 JP0652                          SUPERSEDED SURVEY CONTROL
 JP0652
 JP0652.No superseded survey control is available for this station.
 JP0652
 JP0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC281494(NAD 83)
 JP0652_MARKER: DD = SURVEY DISK
 JP0652_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0652_SP_SET: COPPER-CLAD STEEL ROD
 JP0652_STAMPING: 72 DOR 1973 6657
 JP0652_MARK LOGO: USGS  
 JP0652_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0652
 JP0652  HISTORY     - Date     Condition        Report By
 JP0652  HISTORY     - 1973     MONUMENTED       USGS
 JP0652
 JP0652                          STATION DESCRIPTION
 JP0652
 JP0652'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0652'FROM THE POST OFFICE AT PIOCHE, PROCEED 29.4 MILES NORTH ALONG U S
 JP0652'HIGHWAY 93 TO A T-ROAD NORTHEAST TOWARD ATLANTA, THENCE 12.4 MILES
 JP0652'NORTHEAST TO THE ENTRANCE TO COLE RANCH, 9.0 MILES SOUTHWEST OF
 JP0652'ATLANTA, 64 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 44 FEET WEST OF
 JP0652'THE ENTRANCE GATE, 0.5 FOOT NORTH OF FENCE,  A 5/8 INCH COPPER COATED
 JP0652'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0645 ***********************************************************************
 MU0645  DESIGNATION -  72 HEI
 MU0645  PID         -  MU0645
 MU0645  STATE/COUNTY-  NV/HUMBOLDT
 MU0645  USGS QUAD   -  DRY HILLS SOUTH (1980)
 MU0645
 MU0645                         *CURRENT SURVEY CONTROL
 MU0645  ___________________________________________________________________
 MU0645* NAD 83(1986)-  41 11 39.     (N)    117 09 13.     (W)     SCALED    
 MU0645* NAVD 88     -      1432.249  (meters)    4698.97   (feet)  POSTED    
 MU0645  ___________________________________________________________________
 MU0645  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 MU0645  DYNAMIC HT  -        1431.190 (meters)    4695.50  (feet)  COMP
 MU0645  MODELED GRAV-     979,831.7   (mgal)                       NAVD 88
 MU0645
 MU0645  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0645
 MU0645.The horizontal coordinates were scaled from a topographic map and have
 MU0645.an estimated accuracy of +/- 6 seconds.
 MU0645
 MU0645.The orthometric height was determined by differential leveling
 MU0645.and adjusted by the National Geodetic Survey in 1992..
 MU0645.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0645.rate of 0.0 thru 1.0 mm/km.
 MU0645
 MU0645.The geoid height was determined by GEOID03.
 MU0645
 MU0645.The dynamic height is computed by dividing the NAVD 88
 MU0645.geopotential number by the normal gravity value computed on the
 MU0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0645.degrees latitude (g = 980.6199 gals.).
 MU0645
 MU0645.The modeled gravity was interpolated from observed gravity values.
 MU0645
 MU0645;                    North         East    Units  Estimated Accuracy
 MU0645;SPC NV W     - 4,716,190.      919,930.      MT  (+/- 180 meters Scaled)
 MU0645
 MU0645                          SUPERSEDED SURVEY CONTROL
 MU0645
 MU0645  NGVD 29 (??/??/92) 1431.24   (m)         4695.7    (f) COMPUTED    2 0
 MU0645
 MU0645.Superseded values are not recommended for survey control.
 MU0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0645.See file dsdata.txt to determine how the superseded data were derived.
 MU0645
 MU0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF871603(NAD 83)
 MU0645_MARKER: DD = SURVEY DISK
 MU0645_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MU0645+WITH SETTING: PAVEMENT
 MU0645_SP_SET: SLAB
 MU0645_STAMPING: 72 HEI 1974 4696
 MU0645_MARK LOGO: USGS  
 MU0645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0645+STABILITY: SURFACE MOTION
 MU0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0645+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0645
 MU0645  HISTORY     - Date     Condition        Report By
 MU0645  HISTORY     - 1974     MONUMENTED       USGS
 MU0645
 MU0645                          STATION DESCRIPTION
 MU0645
 MU0645'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0645'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0645'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0645'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.6 MILES NORTHWEST,
 MU0645'300 FEET WEST OF WHERE THE ROAD CROSSES KELLY CREEK, 50 FEET NORTH OF
 MU0645'THE CENTERLINE OF THE ROAD, 7 FEET WEST OF THE WEST EDGE OF AN OLD
 MU0645'METAL BUILDING, IN WEST END OF 9 X 4- FOOT CONCRETE SLAB. (NOTE- E IS
 MU0645'STAMPED BACKWARDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0719 ***********************************************************************
 GS0719  DESIGNATION -  72 TJS
 GS0719  PID         -  GS0719
 GS0719  STATE/COUNTY-  NV/NYE
 GS0719  USGS QUAD   -  JACKASS FLATS (1983)
 GS0719
 GS0719                         *CURRENT SURVEY CONTROL
 GS0719  ___________________________________________________________________
 GS0719* NAD 83(1986)-  36 47 31.     (N)    116 19 27.     (W)     SCALED    
 GS0719* NAVD 88     -      1058.794  (meters)    3473.73   (feet)  ADJUSTED  
 GS0719  ___________________________________________________________________
 GS0719  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 GS0719  DYNAMIC HT  -        1057.682 (meters)    3470.08  (feet)  COMP
 GS0719  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 GS0719
 GS0719  VERT ORDER  -  FIRST     CLASS I
 GS0719
 GS0719.The horizontal coordinates were scaled from a topographic map and have
 GS0719.an estimated accuracy of +/- 6 seconds.
 GS0719
 GS0719.The orthometric height was determined by differential leveling
 GS0719.and adjusted by the National Geodetic Survey in May 2004..
 GS0719.No vertical observational check was made to the station.
 GS0719
 GS0719.The geoid height was determined by GEOID03.
 GS0719
 GS0719.The dynamic height is computed by dividing the NAVD 88
 GS0719.geopotential number by the normal gravity value computed on the
 GS0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0719.degrees latitude (g = 980.6199 gals.).
 GS0719
 GS0719.The modeled gravity was interpolated from observed gravity values.
 GS0719
 GS0719;                    North         East    Units  Estimated Accuracy
 GS0719;SPC NV C     - 6,226,600.      530,570.      MT  (+/- 180 meters Scaled)
 GS0719
 GS0719                          SUPERSEDED SURVEY CONTROL
 GS0719
 GS0719  NAVD 88 (??/??/92) 1058.792  (m)         3473.72   (f) UNKNOWN     3 0
 GS0719  NGVD 29 (05/01/91) 1057.922  (m)         3470.87   (f) ADJUSTED    1 1
 GS0719
 GS0719.Superseded values are not recommended for survey control.
 GS0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0719.See file dsdata.txt to determine how the superseded data were derived.
 GS0719
 GS0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA602720(NAD 83)
 GS0719_MARKER: DB = BENCH MARK DISK
 GS0719_SETTING: 66 = SET IN ROCK OUTCROP
 GS0719_SP_SET: BEDROCK
 GS0719_STAMPING: 72 TJS 1983
 GS0719_MARK LOGO: USGS  
 GS0719_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0719+STABILITY: POSITION/ELEVATION WELL
 GS0719
 GS0719  HISTORY     - Date     Condition        Report By
 GS0719  HISTORY     - 1983     MONUMENTED       USGS
 GS0719  HISTORY     - 1986     GOOD             USGS
 GS0719  HISTORY     - 1988     GOOD             USGS
 GS0719  HISTORY     - 19910523 GOOD             USGS
 GS0719  HISTORY     - 19930225 GOOD             USGS
 GS0719  HISTORY     - 19950308 GOOD             USGS
 GS0719
 GS0719                          STATION DESCRIPTION
 GS0719
 GS0719'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0719'40.2 KM (24.95 MI) NW FROM MERCURY.
 GS0719'THE MARK IS 65 FT ABOVE Y-ROAD INTERSECTION.
 GS0719'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0719'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0719'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0719'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0719'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0719'STREET 0.5 MILES TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0719'PROCEED WEST 1.6 MILES TO A Y-ROAD ON THE WEST SIDE OF A DRAIN, THE
 GS0719'BM IS ON A HILLSIDE SOUTH OF THE ROAD, ABOUT 3400 FEET DUE WEST OF
 GS0719'THE Y-ROAD INTERSECTION, 680 FEET NORTH OF THE TRACK ROAD GOING UP
 GS0719'THE HILL TO A RADIO TOWER.
 GS0719'THE MARK IS 4 FT  S FROM  A ROCK CAIRN
 GS0719
 GS0719                          STATION RECOVERY (1986)
 GS0719
 GS0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0719'RECOVERED IN GOOD CONDITION.
 GS0719
 GS0719                          STATION RECOVERY (1988)
 GS0719
 GS0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0719'RECOVERED IN GOOD CONDITION.
 GS0719
 GS0719                          STATION RECOVERY (1991)
 GS0719
 GS0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0719'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0719'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0719'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0719'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0719'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0719'STREET 0.5 MILE TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0719'PROCEED WEST 1.6 MILES TO A Y-ROAD ON THE WEST SIDE OF A DRAIN, THE
 GS0719'BM IS ON A HILLSIDE SOUTH OF THE ROAD, ABOUT 3400 FEET DUE WEST OF
 GS0719'THE Y-ROAD INTERSECTION, 680 FEET NORTH OF THE TRACK ROAD GOING UP
 GS0719'THE HILL TO A RADIO TOWER.
 GS0719
 GS0719                          STATION RECOVERY (1993)
 GS0719
 GS0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0719'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0719'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0719'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0719'(34.3 KM) TO A GUARD STATION AT THE INTERSECTION OF ROADS C AND B,
 GS0719'TURN LEFT (SOUTHWEST) ON ROAD B 1.55 MILES (2.49 KM) TO 2ND STREET,
 GS0719'TURN RIGHT (NORTHEAST) ON 2ND STREET 0.5 MILE (0.8 KM) TO A DIRT
 GS0719'ROAD, TURN LEFT ON THE DIRT ROAD AND PROCEED WEST 1.6 MILES (2.6 KM)
 GS0719'TO A Y-ROAD ON THE WEST SIDE OF A DRAIN, THE BM IS ON A HILLSIDE SOUTH
 GS0719'OF THE ROAD, ABOUT 3400 FEET (1036.3 M) DUE WEST OF THE Y-ROAD
 GS0719'INTERSECTION, 680 FEET (207.3 M) NORTH OF THE TRACK ROAD GOING UP THE
 GS0719'HILL TO A RADIO TOWER.
 GS0719
 GS0719                          STATION RECOVERY (1995)
 GS0719
 GS0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0719'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0206 ***********************************************************************
 KQ0206  DESIGNATION -  7283.3
 KQ0206  PID         -  KQ0206
 KQ0206  STATE/COUNTY-  NV/LANDER
 KQ0206  USGS QUAD   -  AUSTIN (1988)
 KQ0206
 KQ0206                         *CURRENT SURVEY CONTROL
 KQ0206  ___________________________________________________________________
 KQ0206* NAD 83(1986)-  39 28 37.     (N)    117 01 35.     (W)     SCALED    
 KQ0206* NAVD 88     -      2219.902  (meters)    7283.13   (feet)  ADJUSTED  
 KQ0206  ___________________________________________________________________
 KQ0206  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 KQ0206  DYNAMIC HT  -        2217.509 (meters)    7275.28  (feet)  COMP
 KQ0206  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 KQ0206
 KQ0206  VERT ORDER  -  FIRST     CLASS II
 KQ0206
 KQ0206.The horizontal coordinates were scaled from a topographic map and have
 KQ0206.an estimated accuracy of +/- 6 seconds.
 KQ0206
 KQ0206.The orthometric height was determined by differential leveling
 KQ0206.and adjusted by the National Geodetic Survey in June 1991..
 KQ0206
 KQ0206.The geoid height was determined by GEOID03.
 KQ0206
 KQ0206.The dynamic height is computed by dividing the NAVD 88
 KQ0206.geopotential number by the normal gravity value computed on the
 KQ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0206.degrees latitude (g = 980.6199 gals.).
 KQ0206
 KQ0206.The modeled gravity was interpolated from observed gravity values.
 KQ0206
 KQ0206;                    North         East    Units  Estimated Accuracy
 KQ0206;SPC NV C     - 6,524,610.      469,050.      MT  (+/- 180 meters Scaled)
 KQ0206
 KQ0206                          SUPERSEDED SURVEY CONTROL
 KQ0206
 KQ0206  NGVD 29 (??/??/92) 2218.542  (m)         7278.67   (f) ADJ UNCH    1 2
 KQ0206
 KQ0206.Superseded values are not recommended for survey control.
 KQ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0206.See file dsdata.txt to determine how the superseded data were derived.
 KQ0206
 KQ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD977697(NAD 83)
 KQ0206_MARKER: Q = CHISELED SQUARE
 KQ0206_SETTING: 80 = SET IN A BOULDER
 KQ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0206+STABILITY: SURFACE MOTION
 KQ0206
 KQ0206  HISTORY     - Date     Condition        Report By
 KQ0206  HISTORY     - UNK      MONUMENTED       USGS
 KQ0206  HISTORY     - 1955     GOOD             NGS
 KQ0206
 KQ0206                          STATION DESCRIPTION
 KQ0206
 KQ0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0206'3.7 MI SE FROM AUSTIN.
 KQ0206'3.7 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0206'AT AUSTIN, AT A SMALL ROCK-COVERED DRAW, ON THE TOP OF A 1- BY 7
 KQ0206'1/2-FOOT GRANITE BOULDER, 171.5 FEET NORTHEAST AND ACROSS THE HIGHWAY
 KQ0206'FROM B.M. S 385, 50.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KQ0206'AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0616 ***********************************************************************
 MU0616  DESIGNATION -  73 BKC
 MU0616  PID         -  MU0616
 MU0616  STATE/COUNTY-  NV/ELKO
 MU0616  USGS QUAD   -  MAIDEN BUTTE SE (1980)
 MU0616
 MU0616                         *CURRENT SURVEY CONTROL
 MU0616  ___________________________________________________________________
 MU0616* NAD 83(1986)-  41 47 10.     (N)    117 00 37.     (W)     SCALED    
 MU0616* NAVD 88     -      1652.396  (meters)    5421.24   (feet)  POSTED    
 MU0616  ___________________________________________________________________
 MU0616  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 MU0616  DYNAMIC HT  -        1651.200 (meters)    5417.31  (feet)  COMP
 MU0616  MODELED GRAV-     979,838.3   (mgal)                       NAVD 88
 MU0616
 MU0616  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0616
 MU0616.The horizontal coordinates were scaled from a topographic map and have
 MU0616.an estimated accuracy of +/- 6 seconds.
 MU0616
 MU0616.The orthometric height was determined by differential leveling
 MU0616.and adjusted by the National Geodetic Survey in 1992..
 MU0616.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0616.rate of 1.1 thru 2.0 mm/km.
 MU0616
 MU0616.The geoid height was determined by GEOID03.
 MU0616
 MU0616.The dynamic height is computed by dividing the NAVD 88
 MU0616.geopotential number by the normal gravity value computed on the
 MU0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0616.degrees latitude (g = 980.6199 gals.).
 MU0616
 MU0616.The modeled gravity was interpolated from observed gravity values.
 MU0616
 MU0616;                    North         East    Units  Estimated Accuracy
 MU0616;SPC NV E     - 8,781,930.       81,390.      MT  (+/- 180 meters Scaled)
 MU0616
 MU0616                          SUPERSEDED SURVEY CONTROL
 MU0616
 MU0616  NGVD 29 (??/??/92) 1651.267  (m)         5417.53   (f) ADJ UNCH    2 0
 MU0616
 MU0616.Superseded values are not recommended for survey control.
 MU0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0616.See file dsdata.txt to determine how the superseded data were derived.
 MU0616
 MU0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG991260(NAD 83)
 MU0616_MARKER: DD = SURVEY DISK
 MU0616_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0616_SP_SET: COPPER-CLAD STEEL ROD
 MU0616_STAMPING: 73 BKC 1973 5418
 MU0616_MARK LOGO: USGS  
 MU0616_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0616+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0616
 MU0616  HISTORY     - Date     Condition        Report By
 MU0616  HISTORY     - 1973     MONUMENTED       USGS
 MU0616
 MU0616                          STATION DESCRIPTION
 MU0616
 MU0616'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0616'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0616'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0616'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 20.0 MILES NORTH ALONG ROAD,
 MU0616'THENCE 0.7 MILES NORTHEAST ALONG PIPELINE ROAD, 1.7 MILES SOUTHEAST
 MU0616'AND 24.5 MILES NORTH OF LITTLE HUMBOLDT RANCH, 52 FEET SOUTH OF
 MU0616'CENTERLINE OF THE ROAD, 2 FEET NORTH OF A CAIRN, A COPPER-COATED
 MU0616'ROD ENCASED IN A 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0531 ***********************************************************************
 JP0531  DESIGNATION -  73 DOR
 JP0531  PID         -  JP0531
 JP0531  STATE/COUNTY-  NV/LINCOLN
 JP0531  USGS QUAD   -  SIDEHILL PASS (1971)
 JP0531
 JP0531                         *CURRENT SURVEY CONTROL
 JP0531  ___________________________________________________________________
 JP0531* NAD 83(1986)-  38 15 34.     (N)    114 47 34.     (W)     SCALED    
 JP0531* NAVD 88     -      1681.271  (meters)    5515.97   (feet)  ADJUSTED  
 JP0531  ___________________________________________________________________
 JP0531  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 JP0531  DYNAMIC HT  -        1679.418 (meters)    5509.89  (feet)  COMP
 JP0531  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 JP0531
 JP0531  VERT ORDER  -  SECOND    CLASS 0
 JP0531
 JP0531.The horizontal coordinates were scaled from a topographic map and have
 JP0531.an estimated accuracy of +/- 6 seconds.
 JP0531
 JP0531.The orthometric height was determined by differential leveling
 JP0531.and adjusted by the National Geodetic Survey in August 1995..
 JP0531
 JP0531.The geoid height was determined by GEOID03.
 JP0531
 JP0531.The dynamic height is computed by dividing the NAVD 88
 JP0531.geopotential number by the normal gravity value computed on the
 JP0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0531.degrees latitude (g = 980.6199 gals.).
 JP0531
 JP0531.The modeled gravity was interpolated from observed gravity values.
 JP0531
 JP0531;                    North         East    Units  Estimated Accuracy
 JP0531;SPC NV E     - 8,389,690.      269,190.      MT  (+/- 180 meters Scaled)
 JP0531
 JP0531                          SUPERSEDED SURVEY CONTROL
 JP0531
 JP0531.No superseded survey control is available for this station.
 JP0531
 JP0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC931369(NAD 83)
 JP0531_MARKER: DD = SURVEY DISK
 JP0531_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0531_SP_SET: COPPER-CLAD STEEL ROD
 JP0531_STAMPING: 73 DOR 1971 5512
 JP0531_MARK LOGO: USGS  
 JP0531_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0531
 JP0531  HISTORY     - Date     Condition        Report By
 JP0531  HISTORY     - 1971     MONUMENTED       USGS
 JP0531
 JP0531                          STATION DESCRIPTION
 JP0531
 JP0531'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0531'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0531'HIGHWAY 93 TO A T-ROAD WEST, THENCE 9.4 MILES WEST TO A ROAD
 JP0531'CROSSING, THENCE 5.9 MILES SOUTH, 35 FEET WEST OF AND 1 FOOT HIGHER
 JP0531'THAN THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A WITNESS POST, ON A
 JP0531'5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE
 JP0531'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0653 ***********************************************************************
 JP0653  DESIGNATION -  73 DOR
 JP0653  PID         -  JP0653
 JP0653  STATE/COUNTY-  NV/LINCOLN
 JP0653  USGS QUAD   -  SCHOOLMARM BASIN (1973)
 JP0653
 JP0653                         *CURRENT SURVEY CONTROL
 JP0653  ___________________________________________________________________
 JP0653* NAD 83(1986)-  38 21 30.     (N)    114 24 12.     (W)     SCALED    
 JP0653* NAVD 88     -      1986.191  (meters)    6516.36   (feet)  ADJUSTED  
 JP0653  ___________________________________________________________________
 JP0653  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 JP0653  DYNAMIC HT  -        1983.920 (meters)    6508.91  (feet)  COMP
 JP0653  MODELED GRAV-     979,414.4   (mgal)                       NAVD 88
 JP0653
 JP0653  VERT ORDER  -  SECOND    CLASS 0
 JP0653
 JP0653.The horizontal coordinates were scaled from a topographic map and have
 JP0653.an estimated accuracy of +/- 6 seconds.
 JP0653
 JP0653.The orthometric height was determined by differential leveling
 JP0653.and adjusted by the National Geodetic Survey in August 1995..
 JP0653
 JP0653.The geoid height was determined by GEOID03.
 JP0653
 JP0653.The dynamic height is computed by dividing the NAVD 88
 JP0653.geopotential number by the normal gravity value computed on the
 JP0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0653.degrees latitude (g = 980.6199 gals.).
 JP0653
 JP0653.The modeled gravity was interpolated from observed gravity values.
 JP0653
 JP0653;                    North         East    Units  Estimated Accuracy
 JP0653;SPC NV E     - 8,401,030.      303,130.      MT  (+/- 180 meters Scaled)
 JP0653
 JP0653                          SUPERSEDED SURVEY CONTROL
 JP0653
 JP0653.No superseded survey control is available for this station.
 JP0653
 JP0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC268487(NAD 83)
 JP0653_MARKER: DD = SURVEY DISK
 JP0653_SETTING: 66 = SET IN ROCK OUTCROP
 JP0653_SP_SET: ROCK OUTCROP
 JP0653_STAMPING: 73 DOR 1973 6512
 JP0653_MARK LOGO: USGS  
 JP0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0653+STABILITY: POSITION/ELEVATION WELL
 JP0653
 JP0653  HISTORY     - Date     Condition        Report By
 JP0653  HISTORY     - 1973     MONUMENTED       USGS
 JP0653
 JP0653                          STATION DESCRIPTION
 JP0653
 JP0653'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0653'FROM THE POST OFFICE AT PIOCHE, PROCEED 29.4 MILES NORTH ALONG U S
 JP0653'HIGHWAY 93 TO A T-ROAD NORTHEAST TOWARD ATLANTA, THENCE 11.6 MILES
 JP0653'NORTHEAST, 170 FEET NORTHEAST OF THREE CORRUGATED METAL PIPE
 JP0653'CULVERTS, 64 FEET NORTHWEST OF AND 7 FEET HIGHER THAN THE CENTERLINE
 JP0653'OF THE ROAD, NEAR THE SOUTHWEST BASE OF A SANDSTONE OUTCROP WITH AN
 JP0653'IGNEOUS CAP, SET IN SANDSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0647 ***********************************************************************
 MU0647  DESIGNATION -  73 HEI
 MU0647  PID         -  MU0647
 MU0647  STATE/COUNTY-  NV/HUMBOLDT
 MU0647  USGS QUAD   -  DRY HILLS SOUTH (1980)
 MU0647
 MU0647                         *CURRENT SURVEY CONTROL
 MU0647  ___________________________________________________________________
 MU0647* NAD 83(1986)-  41 12 14.     (N)    117 09 13.     (W)     SCALED    
 MU0647* NAVD 88     -      1442.947  (meters)    4734.07   (feet)  POSTED    
 MU0647  ___________________________________________________________________
 MU0647  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 MU0647  DYNAMIC HT  -        1441.870 (meters)    4730.54  (feet)  COMP
 MU0647  MODELED GRAV-     979,829.9   (mgal)                       NAVD 88
 MU0647
 MU0647  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0647
 MU0647.The horizontal coordinates were scaled from a topographic map and have
 MU0647.an estimated accuracy of +/- 6 seconds.
 MU0647
 MU0647.The orthometric height was determined by differential leveling
 MU0647.and adjusted by the National Geodetic Survey in 1992..
 MU0647.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0647.rate of 0.0 thru 1.0 mm/km.
 MU0647
 MU0647.The geoid height was determined by GEOID03.
 MU0647
 MU0647.The dynamic height is computed by dividing the NAVD 88
 MU0647.geopotential number by the normal gravity value computed on the
 MU0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0647.degrees latitude (g = 980.6199 gals.).
 MU0647
 MU0647.The modeled gravity was interpolated from observed gravity values.
 MU0647
 MU0647;                    North         East    Units  Estimated Accuracy
 MU0647;SPC NV W     - 4,717,270.      919,910.      MT  (+/- 180 meters Scaled)
 MU0647
 MU0647                          SUPERSEDED SURVEY CONTROL
 MU0647
 MU0647  NGVD 29 (??/??/92) 1441.94   (m)         4730.8    (f) COMPUTED    2 0
 MU0647
 MU0647.Superseded values are not recommended for survey control.
 MU0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0647.See file dsdata.txt to determine how the superseded data were derived.
 MU0647
 MU0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF871614(NAD 83)
 MU0647_MARKER: DD = SURVEY DISK
 MU0647_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0647_SP_SET: COPPER-CLAD STEEL ROD
 MU0647_STAMPING: 73 HEI 1974 4731
 MU0647_MARK LOGO: USGS  
 MU0647_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0647+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0647
 MU0647  HISTORY     - Date     Condition        Report By
 MU0647  HISTORY     - 1974     MONUMENTED       USGS
 MU0647
 MU0647                          STATION DESCRIPTION
 MU0647
 MU0647'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0647'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0647'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0647'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0647'TO A T-ROAD NORTH, THENCE 0.6 MILES NORTH, 27 FEET EAST AND 1.0 FOOT
 MU0647'HIGHER THAN THE CENTERLINE OF A DIRT ROAD, ALONGSIDE A SMALL CAIRN,
 MU0647'SET ON COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE
 MU0647'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0720 ***********************************************************************
 GS0720  DESIGNATION -  73 TJS
 GS0720  PID         -  GS0720
 GS0720  STATE/COUNTY-  NV/NYE
 GS0720  USGS QUAD   -  JACKASS FLATS (1983)
 GS0720
 GS0720                         *CURRENT SURVEY CONTROL
 GS0720  ___________________________________________________________________
 GS0720* NAD 83(1986)-  36 47 31.     (N)    116 18 36.     (W)     SCALED    
 GS0720* NAVD 88     -      1038.276  (meters)    3406.41   (feet)  ADJUSTED  
 GS0720  ___________________________________________________________________
 GS0720  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 GS0720  DYNAMIC HT  -        1037.180 (meters)    3402.81  (feet)  COMP
 GS0720  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 GS0720
 GS0720  VERT ORDER  -  FIRST     CLASS I
 GS0720
 GS0720.The horizontal coordinates were scaled from a topographic map and have
 GS0720.an estimated accuracy of +/- 6 seconds.
 GS0720
 GS0720.The orthometric height was determined by differential leveling
 GS0720.and adjusted by the National Geodetic Survey in May 2004..
 GS0720
 GS0720.The geoid height was determined by GEOID03.
 GS0720
 GS0720.The dynamic height is computed by dividing the NAVD 88
 GS0720.geopotential number by the normal gravity value computed on the
 GS0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0720.degrees latitude (g = 980.6199 gals.).
 GS0720
 GS0720.The modeled gravity was interpolated from observed gravity values.
 GS0720
 GS0720;                    North         East    Units  Estimated Accuracy
 GS0720;SPC NV C     - 6,226,600.      531,830.      MT  (+/- 180 meters Scaled)
 GS0720
 GS0720                          SUPERSEDED SURVEY CONTROL
 GS0720
 GS0720  NAVD 88 (??/??/92) 1038.276  (m)         3406.41   (f) UNKNOWN     3 0
 GS0720  NGVD 29 (05/01/91) 1037.399  (m)         3403.53   (f) ADJUSTED    1 1
 GS0720
 GS0720.Superseded values are not recommended for survey control.
 GS0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0720.See file dsdata.txt to determine how the superseded data were derived.
 GS0720
 GS0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA615720(NAD 83)
 GS0720_MARKER: DB = BENCH MARK DISK
 GS0720_SETTING: 0 = UNSPECIFIED SETTING
 GS0720_STAMPING: 73 TJS 1983
 GS0720_MARK LOGO: USGS  
 GS0720_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0720
 GS0720  HISTORY     - Date     Condition        Report By
 GS0720  HISTORY     - 1983     MONUMENTED       USGS
 GS0720  HISTORY     - 1986     GOOD             USGS
 GS0720  HISTORY     - 1988     GOOD             USGS
 GS0720  HISTORY     - 19910516 GOOD             USGS
 GS0720  HISTORY     - 19930224 GOOD             USGS
 GS0720  HISTORY     - 19950302 GOOD             USGS
 GS0720
 GS0720                          STATION DESCRIPTION
 GS0720
 GS0720'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0720'40.2 KM (24.95 MI) NW FROM MERCURY.
 GS0720'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0720'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0720'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0720'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0720'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0720'STREET 0.5 MILES TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0720'PROCEED WEST 1.6 MILES TO A Y-ROAD ON THE WEST BANK OF A WASH,
 GS0720'PROCEED ALONG THE RIGHT FORK OF THE ROAD FOR 100 FEET, 100 FEET NORTH
 GS0720'OF THE CENTER OF THE ROAD.
 GS0720'THE MARK IS 4 FT  S FROM  A ROCK CAIRN
 GS0720
 GS0720                          STATION RECOVERY (1986)
 GS0720
 GS0720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0720'RECOVERED IN GOOD CONDITION.
 GS0720
 GS0720                          STATION RECOVERY (1988)
 GS0720
 GS0720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0720'RECOVERED IN GOOD CONDITION.
 GS0720
 GS0720                          STATION RECOVERY (1991)
 GS0720
 GS0720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0720'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0720'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0720'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0720'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0720'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0720'STREET 0.5 MILE TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0720'PROCEED WEST 1.6 MILES TO A Y-ROAD ON THE WEST BANK OF A WASH,
 GS0720'PROCEED ALONG THE RIGHT FORK OF THE ROAD FOR 100 FEET, 100 FEET NORTH
 GS0720'OF THE CENTERLINE OF THE ROAD.
 GS0720
 GS0720                          STATION RECOVERY (1993)
 GS0720
 GS0720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0720'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0720'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0720'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0720'(34.3 KM) TO A GUARD STATION AT THE INTERSECTION OF ROADS C AND B,
 GS0720'TURN LEFT (SOUTHWEST) ON ROAD B 1.55 MILES (2.49 KM) TO 2ND STREET,
 GS0720'TURN RIGHT (NORTHEAST) ON 2ND STREET 0.5 MILE (0.8 KM) TO A DIRT
 GS0720'ROAD, TURN LEFT ON THE DIRT ROAD AND PROCEED WEST 1.6 MILES (2.6 KM)
 GS0720'TO A Y-ROAD ON THE WEST BANK OF A WASH, PROCEED ALONG THE RIGHT FORK
 GS0720'OF THE ROAD FOR 100 FEET (30.5 M), 100 FEET (30.5 M) NORTH OF THE
 GS0720'CENTERLINE OF THE ROAD.
 GS0720
 GS0720                          STATION RECOVERY (1995)
 GS0720
 GS0720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0720'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR2526 ***********************************************************************
 HR2526  DESIGNATION -  7359
 HR2526  PID         -  HR2526
 HR2526  STATE/COUNTY-  NV/ESMERALDA
 HR2526  USGS QUAD   -  VOLCANIC HILLS WEST (1994)
 HR2526
 HR2526                         *CURRENT SURVEY CONTROL
 HR2526  ___________________________________________________________________
 HR2526* NAD 83(1994)-  37 54 50.87177(N)    118 12 25.02836(W)     ADJUSTED  
 HR2526* NAVD 88     -      2240.6    (meters)    7351.     (feet)  VERTCON   
 HR2526  ___________________________________________________________________
 HR2526  LAPLACE CORR-         -10.95  (seconds)                    DEFLEC99
 HR2526  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 HR2526
 HR2526  HORZ ORDER  -  SECOND
 HR2526
 HR2526.The horizontal coordinates were established by classical geodetic methods
 HR2526.and adjusted by the National Geodetic Survey in June 1998..
 HR2526
 HR2526.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR2526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR2526
 HR2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2526
 HR2526.The geoid height was determined by GEOID03.
 HR2526
 HR2526;                    North         East     Units Scale Factor Converg.
 HR2526;SPC NV W     - 4,351,140.290   833,093.730   MT  0.99991348   +0 13 52.6
 HR2526;SPC NV W     -14,275,366.10  2,733,241.68   sFT  0.99991348   +0 13 52.6
 HR2526;SPC CA 3     -   659,412.309 2,201,604.996   MT  0.99993321   +1 24 14.0
 HR2526;SPC CA 3     - 2,163,421.88  7,223,099.06   sFT  0.99993321   +1 24 14.0
 HR2526;UTM  11      - 4,196,974.450   393,907.428   MT  0.99973863   -0 44 30.2
 HR2526
 HR2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2526!SPC NV W     -   0.99965247  x   0.99991348  =   0.99956598
 HR2526!SPC CA 3     -   0.99965247  x   0.99993321  =   0.99958570
 HR2526!UTM  11      -   0.99965247  x   0.99973863  =   0.99939119
 HR2526
 HR2526                          SUPERSEDED SURVEY CONTROL
 HR2526
 HR2526  NAD 83(1992)-  37 54 50.86733(N)    118 12 25.03039(W) AD(       ) 2
 HR2526  NAD 83(1986)-  37 54 50.86733(N)    118 12 25.01932(W) AD(       ) 2
 HR2526  NAD 27      -  37 54 51.12100(N)    118 12 21.60400(W) AD(       ) 2
 HR2526  NGVD 29 (07/19/86) 2239.3    (m)         7347.     (f) VERT ANG       
 HR2526
 HR2526.Superseded values are not recommended for survey control.
 HR2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2526.See file dsdata.txt to determine how the superseded data were derived.
 HR2526
 HR2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB9390796974(NAD 83)
 HR2526
 HR2526  HISTORY     - Date     Condition        Report By
 HR2526  HISTORY     - 1950     MONUMENTED       CGS
 HR2526
 HR2526                          STATION DESCRIPTION
 HR2526
 HR2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HR2526'SEE STATION PINON HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0341 ***********************************************************************
 LR0341  DESIGNATION -  74
 LR0341  PID         -  LR0341
 LR0341  STATE/COUNTY-  NV/HUMBOLDT
 LR0341  USGS QUAD   -  IRON POINT (1965)
 LR0341
 LR0341                         *CURRENT SURVEY CONTROL
 LR0341  ___________________________________________________________________
 LR0341* NAD 83(1986)-  40 55 12.     (N)    117 22 04.     (W)     SCALED    
 LR0341* NAVD 88     -      1505.823  (meters)    4940.35   (feet)  ADJUSTED  
 LR0341  ___________________________________________________________________
 LR0341  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 LR0341  DYNAMIC HT  -        1504.664 (meters)    4936.55  (feet)  COMP
 LR0341  MODELED GRAV-     979,801.0   (mgal)                       NAVD 88
 LR0341
 LR0341  VERT ORDER  -  FIRST     CLASS II
 LR0341
 LR0341.The horizontal coordinates were scaled from a topographic map and have
 LR0341.an estimated accuracy of +/- 6 seconds.
 LR0341
 LR0341.The orthometric height was determined by differential leveling
 LR0341.and adjusted by the National Geodetic Survey in June 1991..
 LR0341.WARNING-Repeat measurements at this control monument indicate possible
 LR0341.vertical movement.
 LR0341
 LR0341.The geoid height was determined by GEOID03.
 LR0341
 LR0341.The dynamic height is computed by dividing the NAVD 88
 LR0341.geopotential number by the normal gravity value computed on the
 LR0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0341.degrees latitude (g = 980.6199 gals.).
 LR0341
 LR0341.The modeled gravity was interpolated from observed gravity values.
 LR0341
 LR0341;                    North         East    Units  Estimated Accuracy
 LR0341;SPC NV W     - 4,685,470.      902,390.      MT  (+/- 180 meters Scaled)
 LR0341
 LR0341                          SUPERSEDED SURVEY CONTROL
 LR0341
 LR0341.No superseded survey control is available for this station.
 LR0341
 LR0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF690299(NAD 83)
 LR0341_MARKER: DD = SURVEY DISK
 LR0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0341_STAMPING: BM I-001-3 (2) 74
 LR0341_MARK LOGO: NVDH  
 LR0341_PROJECTION: FLUSH
 LR0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0341+STABILITY: SURFACE MOTION
 LR0341
 LR0341  HISTORY     - Date     Condition        Report By
 LR0341  HISTORY     - UNK      MONUMENTED       NVDH
 LR0341  HISTORY     - 1958     GOOD             NGS
 LR0341  HISTORY     - 1984     GOOD             NGS
 LR0341
 LR0341                          STATION DESCRIPTION
 LR0341
 LR0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0341'6.5 MI E FROM GOLCONDA.
 LR0341'6.5 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0341'0.1 MILE NORTH OF HIGHWAY, 15.0 FEET SOUTH OF THE CENTERLINE OF
 LR0341'ABANDONED HIGHWAY, 4.0 FEET NORTH OF A METAL WITNESS POST, SET IN A
 LR0341'ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LR0341
 LR0341                          STATION RECOVERY (1984)
 LR0341
 LR0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0341'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.7 KM
 LR0341'(7.3 MI) SOUTHEAST ALONG INTERSTATE 80 FROM THE MORRISON AVENUE
 LR0341'OVERPASS BRIDGE AT GOLCONDA, 0.4 KM (0.25 MI) SOUTHEAST OF MILEPOST
 LR0341'201, 99.3 METERS (326 FT) NORTHEAST OF THE WEST BOUND HIGHWAY
 LR0341'CENTERLINE, 38.2 METERS (125.5 FT) NORTHEAST OF THE RIGHT OF WAY FENCE
 LR0341'AND 4.5 METERS (15 FT) SOUTHWEST OF THE CENTER OF THE OLD ABANDON
 LR0341'HIGHWAY.
 LR0341'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 LR0341'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0617 ***********************************************************************
 MU0617  DESIGNATION -  74 BKC
 MU0617  PID         -  MU0617
 MU0617  STATE/COUNTY-  NV/ELKO
 MU0617  USGS QUAD   -  STAR VALLEY RIDGE SW (1973)
 MU0617
 MU0617                         *CURRENT SURVEY CONTROL
 MU0617  ___________________________________________________________________
 MU0617* NAD 83(1986)-  41 47 37.     (N)    116 59 43.     (W)     SCALED    
 MU0617* NAVD 88     -      1630.453  (meters)    5349.24   (feet)  POSTED    
 MU0617  ___________________________________________________________________
 MU0617  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 MU0617  DYNAMIC HT  -        1629.270 (meters)    5345.36  (feet)  COMP
 MU0617  MODELED GRAV-     979,841.3   (mgal)                       NAVD 88
 MU0617
 MU0617  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0617
 MU0617.The horizontal coordinates were scaled from a topographic map and have
 MU0617.an estimated accuracy of +/- 6 seconds.
 MU0617
 MU0617.The orthometric height was determined by differential leveling
 MU0617.and adjusted by the National Geodetic Survey in 1992..
 MU0617.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0617.rate of 1.1 thru 2.0 mm/km.
 MU0617
 MU0617.The geoid height was determined by GEOID03.
 MU0617
 MU0617.The dynamic height is computed by dividing the NAVD 88
 MU0617.geopotential number by the normal gravity value computed on the
 MU0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0617.degrees latitude (g = 980.6199 gals.).
 MU0617
 MU0617.The modeled gravity was interpolated from observed gravity values.
 MU0617
 MU0617;                    North         East    Units  Estimated Accuracy
 MU0617;SPC NV E     - 8,782,740.       82,650.      MT  (+/- 180 meters Scaled)
 MU0617
 MU0617                          SUPERSEDED SURVEY CONTROL
 MU0617
 MU0617  NGVD 29 (??/??/92) 1629.327  (m)         5345.55   (f) ADJ UNCH    2 0
 MU0617
 MU0617.Superseded values are not recommended for survey control.
 MU0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0617.See file dsdata.txt to determine how the superseded data were derived.
 MU0617
 MU0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG003268(NAD 83)
 MU0617_MARKER: DD = SURVEY DISK
 MU0617_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0617_SP_SET: COPPER-CLAD STEEL ROD
 MU0617_STAMPING: 74 BKC 1973 5346
 MU0617_MARK LOGO: USGS  
 MU0617_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0617+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0617
 MU0617  HISTORY     - Date     Condition        Report By
 MU0617  HISTORY     - 1973     MONUMENTED       USGS
 MU0617
 MU0617                          STATION DESCRIPTION
 MU0617
 MU0617'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0617'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0617'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0617'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 20.0 MILES NORTH ALONG ROAD,
 MU0617'1.7 MILES NORTHEAST ALONG PIPELINE ROAD, 1.7 MILES SOUTHEAST AND 25.4
 MU0617'MILES NORTH OF LITTLE HUMBOLDT RANCH, 117 FEET SOUTH OF THE CENTERLINE
 MU0617'OF THE ROAD, 5 FEET NORTH OF A CAIRN, SET ON A COPPER-COATED ROD
 MU0617'ENCASED IN A 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0530 ***********************************************************************
 JP0530  DESIGNATION -  74 DOR
 JP0530  PID         -  JP0530
 JP0530  STATE/COUNTY-  NV/LINCOLN
 JP0530  USGS QUAD   -  BAILEY WASH (1971)
 JP0530
 JP0530                         *CURRENT SURVEY CONTROL
 JP0530  ___________________________________________________________________
 JP0530* NAD 83(1986)-  38 14 55.     (N)    114 48 09.     (W)     SCALED    
 JP0530* NAVD 88     -      1671.884  (meters)    5485.17   (feet)  ADJUSTED  
 JP0530  ___________________________________________________________________
 JP0530  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 JP0530  DYNAMIC HT  -        1670.047 (meters)    5479.15  (feet)  COMP
 JP0530  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 JP0530
 JP0530  VERT ORDER  -  SECOND    CLASS 0
 JP0530
 JP0530.The horizontal coordinates were scaled from a topographic map and have
 JP0530.an estimated accuracy of +/- 6 seconds.
 JP0530
 JP0530.The orthometric height was determined by differential leveling
 JP0530.and adjusted by the National Geodetic Survey in August 1995..
 JP0530
 JP0530.The geoid height was determined by GEOID03.
 JP0530
 JP0530.The dynamic height is computed by dividing the NAVD 88
 JP0530.geopotential number by the normal gravity value computed on the
 JP0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0530.degrees latitude (g = 980.6199 gals.).
 JP0530
 JP0530.The modeled gravity was interpolated from observed gravity values.
 JP0530
 JP0530;                    North         East    Units  Estimated Accuracy
 JP0530;SPC NV E     - 8,388,490.      268,340.      MT  (+/- 180 meters Scaled)
 JP0530
 JP0530                          SUPERSEDED SURVEY CONTROL
 JP0530
 JP0530.No superseded survey control is available for this station.
 JP0530
 JP0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC922356(NAD 83)
 JP0530_MARKER: DD = SURVEY DISK
 JP0530_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0530_SP_SET: COPPER-CLAD STEEL ROD
 JP0530_STAMPING: 74 DOR 1971 5481
 JP0530_MARK LOGO: USGS  
 JP0530_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0530
 JP0530  HISTORY     - Date     Condition        Report By
 JP0530  HISTORY     - 1971     MONUMENTED       USGS
 JP0530
 JP0530                          STATION DESCRIPTION
 JP0530
 JP0530'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0530'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0530'HIGHWAY 93 TO A T-ROAD WEST, THENCE 9.4 MILES WEST TO A ROAD
 JP0530'CROSSING, THENCE 6.9 MILES SOUTH, 46 FEET WEST OF AND 1 FOOT HIGHER
 JP0530'THAN THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A WITNESS POST, ON A
 JP0530'5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE
 JP0530'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0654 ***********************************************************************
 JP0654  DESIGNATION -  74 DOR
 JP0654  PID         -  JP0654
 JP0654  STATE/COUNTY-  NV/LINCOLN
 JP0654  USGS QUAD   -  SCHOOLMARM BASIN (1973)
 JP0654
 JP0654                         *CURRENT SURVEY CONTROL
 JP0654  ___________________________________________________________________
 JP0654* NAD 83(1986)-  38 21 13.     (N)    114 25 14.     (W)     SCALED    
 JP0654* NAVD 88     -      1960.935  (meters)    6433.50   (feet)  ADJUSTED  
 JP0654  ___________________________________________________________________
 JP0654  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 JP0654  DYNAMIC HT  -        1958.701 (meters)    6426.17  (feet)  COMP
 JP0654  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 JP0654
 JP0654  VERT ORDER  -  SECOND    CLASS 0
 JP0654
 JP0654.The horizontal coordinates were scaled from a topographic map and have
 JP0654.an estimated accuracy of +/- 6 seconds.
 JP0654
 JP0654.The orthometric height was determined by differential leveling
 JP0654.and adjusted by the National Geodetic Survey in August 1995..
 JP0654
 JP0654.The geoid height was determined by GEOID03.
 JP0654
 JP0654.The dynamic height is computed by dividing the NAVD 88
 JP0654.geopotential number by the normal gravity value computed on the
 JP0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0654.degrees latitude (g = 980.6199 gals.).
 JP0654
 JP0654.The modeled gravity was interpolated from observed gravity values.
 JP0654
 JP0654;                    North         East    Units  Estimated Accuracy
 JP0654;SPC NV E     - 8,400,490.      301,630.      MT  (+/- 180 meters Scaled)
 JP0654
 JP0654                          SUPERSEDED SURVEY CONTROL
 JP0654
 JP0654.No superseded survey control is available for this station.
 JP0654
 JP0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC253482(NAD 83)
 JP0654_MARKER: DD = SURVEY DISK
 JP0654_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0654_SP_SET: COPPER-CLAD STEEL ROD
 JP0654_STAMPING: 74 DOR 1973 6429
 JP0654_MARK LOGO: USGS  
 JP0654_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0654
 JP0654  HISTORY     - Date     Condition        Report By
 JP0654  HISTORY     - 1973     MONUMENTED       USGS
 JP0654
 JP0654                          STATION DESCRIPTION
 JP0654
 JP0654'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0654'FROM THE POST OFFICE AT PIOCHE, PROCEED 29.4 MILES NORTH ALONG U S
 JP0654'HIGHWAY 93 TO A T-ROAD NORTHEAST, THENCE 10.5 MILES NORTHEAST, 50 FEET
 JP0654'NORTH OF CENTERLINE OF ROAD,  A 5/8 INCH COPPER COATED ROD DRIVEN
 JP0654'TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0648 ***********************************************************************
 MU0648  DESIGNATION -  74 HEI
 MU0648  PID         -  MU0648
 MU0648  STATE/COUNTY-  NV/HUMBOLDT
 MU0648  USGS QUAD   -  DRY HILLS SOUTH (1980)
 MU0648
 MU0648                         *CURRENT SURVEY CONTROL
 MU0648  ___________________________________________________________________
 MU0648* NAD 83(1986)-  41 12 55.     (N)    117 08 37.     (W)     SCALED    
 MU0648* NAVD 88     -      1456.792  (meters)    4779.49   (feet)  POSTED    
 MU0648  ___________________________________________________________________
 MU0648  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 MU0648  DYNAMIC HT  -        1455.710 (meters)    4775.94  (feet)  COMP
 MU0648  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 MU0648
 MU0648  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0648
 MU0648.The horizontal coordinates were scaled from a topographic map and have
 MU0648.an estimated accuracy of +/- 6 seconds.
 MU0648
 MU0648.The orthometric height was determined by differential leveling
 MU0648.and adjusted by the National Geodetic Survey in 1992..
 MU0648.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0648.rate of 0.0 thru 1.0 mm/km.
 MU0648
 MU0648.The geoid height was determined by GEOID03.
 MU0648
 MU0648.The dynamic height is computed by dividing the NAVD 88
 MU0648.geopotential number by the normal gravity value computed on the
 MU0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0648.degrees latitude (g = 980.6199 gals.).
 MU0648
 MU0648.The modeled gravity was interpolated from observed gravity values.
 MU0648
 MU0648;                    North         East    Units  Estimated Accuracy
 MU0648;SPC NV W     - 4,718,550.      920,730.      MT  (+/- 180 meters Scaled)
 MU0648
 MU0648                          SUPERSEDED SURVEY CONTROL
 MU0648
 MU0648  NGVD 29 (??/??/92) 1455.78   (m)         4776.2    (f) COMPUTED    2 0
 MU0648
 MU0648.Superseded values are not recommended for survey control.
 MU0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0648.See file dsdata.txt to determine how the superseded data were derived.
 MU0648
 MU0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF879626(NAD 83)
 MU0648_MARKER: DD = SURVEY DISK
 MU0648_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0648_SP_SET: COPPER-CLAD STEEL ROD
 MU0648_STAMPING: 74 HEI 1974 4776
 MU0648_MARK LOGO: USGS  
 MU0648_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0648+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0648
 MU0648  HISTORY     - Date     Condition        Report By
 MU0648  HISTORY     - 1974     MONUMENTED       USGS
 MU0648
 MU0648                          STATION DESCRIPTION
 MU0648
 MU0648'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0648'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0648'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0648'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0648'TO A T-ROAD NORTH, THENCE 1.6 MILES NORTH ALONG A DIRT ROAD, 42 FEET
 MU0648'EAST OF THE CENTERLINE OF THE ROAD, ALONGSIDE A SMALL CAIRN, SET ON
 MU0648'COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE
 MU0648'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3466 ***********************************************************************
 AA3466  FBN         -  This is a Federal Base Network Control Station.
 AA3466  DESIGNATION -  74 LRC
 AA3466  PID         -  AA3466
 AA3466  STATE/COUNTY-  NV/WASHOE
 AA3466  USGS QUAD   -  BUTTE SPRING (1979)
 AA3466
 AA3466                         *CURRENT SURVEY CONTROL
 AA3466  ___________________________________________________________________
 AA3466* NAD 83(1999)-  41 10 23.61704(N)    119 25 06.98381(W)     ADJUSTED  
 AA3466* NAVD 88     -      1761.0    (meters)    5778.     (feet)  GPS OBS   
 AA3466  ___________________________________________________________________
 AA3466  EPOCH DATE  -        1999.37
 AA3466  X           -  -2,362,243.057 (meters)                     COMP
 AA3466  Y           -  -4,189,124.591 (meters)                     COMP
 AA3466  Z           -   4,178,068.364 (meters)                     COMP
 AA3466  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 AA3466  ELLIP HEIGHT-        1739.68  (meters)          (05/16/00) GPS OBS
 AA3466  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 AA3466
 AA3466  HORZ ORDER  -  A
 AA3466  ELLP ORDER  -  FOURTH    CLASS I
 AA3466
 AA3466.The horizontal coordinates were established by GPS observations
 AA3466.and adjusted by the National Geodetic Survey in May 2000..
 AA3466.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3466.DATUM ITEM on the data sheet items page.
 AA3466.The horizontal coordinates are valid at the epoch date displayed above.
 AA3466.The epoch date for horizontal control is a decimal equivalence
 AA3466.of Year/Month/Day.
 AA3466
 AA3466.The orthometric height was determined by GPS observations and a
 AA3466.high-resolution geoid model.
 AA3466
 AA3466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3466
 AA3466.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3466
 AA3466.The ellipsoidal height was determined by GPS observations
 AA3466.and is referenced to NAD 83.
 AA3466
 AA3466.The geoid height was determined by GEOID03.
 AA3466
 AA3466;                    North         East     Units Scale Factor Converg.
 AA3466;SPC NV W     - 4,713,217.817   729,915.115   MT  0.99996043   -0 32 59.7
 AA3466;SPC NV W     -15,463,282.12  2,394,729.84   sFT  0.99996043   -0 32 59.7
 AA3466;UTM  11      - 4,560,807.167   297,116.825   MT  1.00010661   -1 35 34.1
 AA3466
 AA3466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3466!SPC NV W     -   0.99972719  x   0.99996043  =   0.99968763
 AA3466!UTM  11      -   0.99972719  x   1.00010661  =   0.99983377
 AA3466
 AA3466                          SUPERSEDED SURVEY CONTROL
 AA3466
 AA3466  NAD 83(1994)-  41 10 23.61540(N)    119 25 06.98066(W) AD(       ) B
 AA3466  ELLIP H (03/30/95) 1739.74   (m)                       GP(       ) 4 1
 AA3466
 AA3466.Superseded values are not recommended for survey control.
 AA3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3466.See file dsdata.txt to determine how the superseded data were derived.
 AA3466
 AA3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF9711760807(NAD 83)
 AA3466_MARKER: DD = SURVEY DISK
 AA3466_SETTING: 66 = SET IN ROCK OUTCROP
 AA3466_STAMPING: 5773 74 LRC 1972
 AA3466_MARK LOGO: USGS  
 AA3466_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3466+STABILITY: POSITION/ELEVATION WELL
 AA3466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3466+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1999
 AA3466
 AA3466  HISTORY     - Date     Condition        Report By
 AA3466  HISTORY     - 1972     MONUMENTED       USGS
 AA3466  HISTORY     - 19940620 GOOD             NVBMG
 AA3466  HISTORY     - 19990111 GOOD             NGS
 AA3466
 AA3466                          STATION DESCRIPTION
 AA3466
 AA3466'DESCRIBED BY NEVADA BUREAU OF MINES AND GEOLOGY 1994
 AA3466'THE STATION IS LOCATED ABOUT 58 KM (36.05 MI) NORTH OF GERLACH, 77 KM
 AA3466'(47.85 MI) SOUTHEAST OF CEDARVILLE, AND 16 KM (9.95 MI) SOUTHWEST OF
 AA3466'HIGH ROCK LAKE, NEAR BIG HOG RANCH CREEK. TO REACH THE STATION FROM
 AA3466'THE POST OFFICE IN GERLACH, GO NORTHWEST ON STATE ROUTE 447 FOR 1.6 KM
 AA3466'(1.00 MI) TO A FORK WITH STATE ROUTE 34. TAKE THE RIGHT FORK (ROUTE
 AA3466'34) AND GO NORTH FOR 35 KM (21.75 MI) TO THE END OF PAVEMENT. CONTINUE
 AA3466'AHEAD FOR 35.6 KM (22.10 MI) TO THE GEORGE LUND PETRIFIED FOREST ON
 AA3466'THE LEFT.  CONTINUE STRAIGHT ON ROUTE 34 FOR 2.77 KM (1.70 MI) TO THE
 AA3466'STATION. THE STATION IS A STANDARD DISK SET IN A LOW BEDROCK OUTCROP
 AA3466'35 M (114.8 FT) SOUTH OF THE ROAD AND 26 M (85.3 FT) EAST OF AN
 AA3466'ABANDONED CAR BODY.
 AA3466
 AA3466                          STATION RECOVERY (1999)
 AA3466
 AA3466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA3466'THE STATION IS LOCATED ABOUT 77.2 KM (47.95 MI) SOUTHEAST OF
 AA3466'CEDARVILLE, 57.9 KM (35.95 MI) NORTH OF GERLACH, AND 16.1 KM (10.00
 AA3466'MI) SOUTHWEST OF ROCKLAKE.  OWNERSHIP--BUREAU OF LAND MANAGEMENT.  TO
 AA3466'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 447 AND COUNTY
 AA3466'ROAD 34, ABOUT 0.96 KM (0.60 MI) NORTHWEST OF THE CENTER OF GERLACH,
 AA3466'GO NORTH ON COUNTY ROAD 34 FOR 33.15 KM (20.60 MI) TO THE END OF THE
 AA3466'PAVED ROAD.  CONTINUE AHEAD, NORTH ON THE GRAVEL ROAD FOR 35.8 KM
 AA3466'(22.25 MI) TO A SIGN AND CONCRETE MONUMENT FOR THE GEORGE LUND
 AA3466'PETRIFIED FOREST ON THE LEFT.  CONTINUE AHEAD, NORTH ON THE ROAD FOR
 AA3466'2.82 KM (1.75 MI) TO THE STATION ON THE LEFT, BEFORE REACHING AN
 AA3466'ABANDONED REAR PORTION OF AN ANTIQUE CAR BODY.  THE STATION IS SET IN
 AA3466'A DRILL HOLE IN ROCK OUTCROP.  IT IS 39.62 M (129.99 FT) SOUTH OF THE
 AA3466'CENTER OF THE ROAD, 26.06 M (85.50 FT) EAST-SOUTHEAST OF THE EAST SIDE
 AA3466'OF THE REAR PORTION OF THE CAR BODY AND 0.82 M (2.69 FT) NORTH OF A
 AA3466'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0722 ***********************************************************************
 GS0722  DESIGNATION -  74 TJS
 GS0722  PID         -  GS0722
 GS0722  STATE/COUNTY-  NV/NYE
 GS0722  USGS QUAD   -  JACKASS FLATS (1983)
 GS0722
 GS0722                         *CURRENT SURVEY CONTROL
 GS0722  ___________________________________________________________________
 GS0722* NAD 83(1986)-  36 47 05.     (N)    116 17 58.     (W)     SCALED    
 GS0722* NAVD 88     -      1034.767  (meters)    3394.90   (feet)  ADJUSTED  
 GS0722  ___________________________________________________________________
 GS0722  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 GS0722  DYNAMIC HT  -        1033.673 (meters)    3391.31  (feet)  COMP
 GS0722  MODELED GRAV-     979,539.3   (mgal)                       NAVD 88
 GS0722
 GS0722  VERT ORDER  -  FIRST     CLASS I
 GS0722
 GS0722.The horizontal coordinates were scaled from a topographic map and have
 GS0722.an estimated accuracy of +/- 6 seconds.
 GS0722
 GS0722.The orthometric height was determined by differential leveling
 GS0722.and adjusted by the National Geodetic Survey in May 2004..
 GS0722
 GS0722.The geoid height was determined by GEOID03.
 GS0722
 GS0722.The dynamic height is computed by dividing the NAVD 88
 GS0722.geopotential number by the normal gravity value computed on the
 GS0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0722.degrees latitude (g = 980.6199 gals.).
 GS0722
 GS0722.The modeled gravity was interpolated from observed gravity values.
 GS0722
 GS0722;                    North         East    Units  Estimated Accuracy
 GS0722;SPC NV C     - 6,225,800.      532,780.      MT  (+/- 180 meters Scaled)
 GS0722
 GS0722                          SUPERSEDED SURVEY CONTROL
 GS0722
 GS0722  NAVD 88 (??/??/92) 1034.770  (m)         3394.91   (f) UNKNOWN     3 0
 GS0722  NGVD 29 (05/01/91) 1033.893  (m)         3392.03   (f) ADJUSTED    1 1
 GS0722
 GS0722.Superseded values are not recommended for survey control.
 GS0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0722.See file dsdata.txt to determine how the superseded data were derived.
 GS0722
 GS0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA625712(NAD 83)
 GS0722_MARKER: DB = BENCH MARK DISK
 GS0722_SETTING: 0 = UNSPECIFIED SETTING
 GS0722_STAMPING: 74 TJS 1983
 GS0722_MARK LOGO: USGS  
 GS0722_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0722
 GS0722  HISTORY     - Date     Condition        Report By
 GS0722  HISTORY     - 1983     MONUMENTED       USGS
 GS0722  HISTORY     - 1986     GOOD             USGS
 GS0722  HISTORY     - 1988     GOOD             USGS
 GS0722  HISTORY     - 19910521 GOOD             USGS
 GS0722  HISTORY     - 19930301 GOOD             USGS
 GS0722  HISTORY     - 19950302 GOOD             USGS
 GS0722
 GS0722                          STATION DESCRIPTION
 GS0722
 GS0722'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0722'38.9 KM (24.15 MI) NW FROM MERCURY.
 GS0722'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0722'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0722'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0722'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0722'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0722'STREET 0.5 MILES TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0722'PROCEED WEST 0.8 MILES, 274 FEET NORTH OF THE ROAD.
 GS0722'THE MARK IS 4 FT  S FROM  A ROCK CAIRN
 GS0722
 GS0722                          STATION RECOVERY (1986)
 GS0722
 GS0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0722'RECOVERED IN GOOD CONDITION.
 GS0722
 GS0722                          STATION RECOVERY (1988)
 GS0722
 GS0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0722'RECOVERED IN GOOD CONDITION.
 GS0722
 GS0722                          STATION RECOVERY (1991)
 GS0722
 GS0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0722'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0722'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0722'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0722'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0722'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0722'STREET 0.5 MILE TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0722'PROCEED WEST 0.8 MILE, 274 FEET NORTH OF THE ROAD.
 GS0722
 GS0722                          STATION RECOVERY (1993)
 GS0722
 GS0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0722'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0722'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0722'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0722'(34.3 KM) TO A GUARD STATION AT THE INTERSECTION OF ROADS C AND B,
 GS0722'TURN LEFT (SOUTHWEST) ON ROAD B 1.55 MILES (2.49 KM) TO 2ND STREET,
 GS0722'TURN RIGHT (NORTHEAST) ON 2ND STREET 0.5 MILE (0.8 KM) TO A DIRT
 GS0722'ROAD, TURN LEFT ON THE DIRT ROAD AND PROCEED WEST 0.8 MILE (1.3 KM),
 GS0722'274 FEET (83.5 M) NORTH OF THE ROAD.
 GS0722
 GS0722                          STATION RECOVERY (1995)
 GS0722
 GS0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0722'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0342 ***********************************************************************
 LR0342  DESIGNATION -  75
 LR0342  PID         -  LR0342
 LR0342  STATE/COUNTY-  NV/HUMBOLDT
 LR0342  USGS QUAD   -  IRON POINT (1965)
 LR0342
 LR0342                         *CURRENT SURVEY CONTROL
 LR0342  ___________________________________________________________________
 LR0342* NAD 83(1986)-  40 54 58.     (N)    117 21 38.     (W)     SCALED    
 LR0342* NAVD 88     -      1486.506  (meters)    4876.98   (feet)  ADJUSTED  
 LR0342  ___________________________________________________________________
 LR0342  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 LR0342  DYNAMIC HT  -        1485.363 (meters)    4873.23  (feet)  COMP
 LR0342  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 LR0342
 LR0342  VERT ORDER  -  SECOND    CLASS 0
 LR0342
 LR0342.The horizontal coordinates were scaled from a topographic map and have
 LR0342.an estimated accuracy of +/- 6 seconds.
 LR0342
 LR0342.The orthometric height was determined by differential leveling
 LR0342.and adjusted by the National Geodetic Survey in June 1991..
 LR0342
 LR0342.The geoid height was determined by GEOID03.
 LR0342
 LR0342.The dynamic height is computed by dividing the NAVD 88
 LR0342.geopotential number by the normal gravity value computed on the
 LR0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0342.degrees latitude (g = 980.6199 gals.).
 LR0342
 LR0342.The modeled gravity was interpolated from observed gravity values.
 LR0342
 LR0342;                    North         East    Units  Estimated Accuracy
 LR0342;SPC NV W     - 4,685,050.      903,000.      MT  (+/- 180 meters Scaled)
 LR0342
 LR0342                          SUPERSEDED SURVEY CONTROL
 LR0342
 LR0342  NGVD 29 (??/??/92) 1485.472  (m)         4873.59   (f) ADJ UNCH    2 0
 LR0342
 LR0342.Superseded values are not recommended for survey control.
 LR0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0342.See file dsdata.txt to determine how the superseded data were derived.
 LR0342
 LR0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF696295(NAD 83)
 LR0342_MARKER: DD = SURVEY DISK
 LR0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0342_STAMPING: BM I-001-3 (2) 75
 LR0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0342+STABILITY: SURFACE MOTION
 LR0342
 LR0342  HISTORY     - Date     Condition        Report By
 LR0342  HISTORY     - UNK      MONUMENTED       NVDH
 LR0342  HISTORY     - 1958     GOOD             NGS
 LR0342  HISTORY     - 1964     MARK NOT FOUND   USGS
 LR0342  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0342
 LR0342                          STATION DESCRIPTION
 LR0342
 LR0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0342'7.0 MI E FROM GOLCONDA.
 LR0342'7.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0342'55.5 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 47.3 FEET SOUTH OF THE
 LR0342'CENTERLINE OF ABANDONED HIGHWAY, 3.8 FEET NORTH OF A METAL WITNESS
 LR0342'POST, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND
 LR0342'SURFACE.
 LR0342
 LR0342                          STATION RECOVERY (1964)
 LR0342
 LR0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LR0342'MARK NOT FOUND.
 LR0342
 LR0342                          STATION RECOVERY (1984)
 LR0342
 LR0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0342'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0618 ***********************************************************************
 MU0618  DESIGNATION -  75 BKC
 MU0618  PID         -  MU0618
 MU0618  STATE/COUNTY-  NV/ELKO
 MU0618  USGS QUAD   -  STAR VALLEY RIDGE SW (1973)
 MU0618
 MU0618                         *CURRENT SURVEY CONTROL
 MU0618  ___________________________________________________________________
 MU0618* NAD 83(1986)-  41 48 09.     (N)    116 58 43.     (W)     SCALED    
 MU0618* NAVD 88     -      1622.537  (meters)    5323.27   (feet)  POSTED    
 MU0618  ___________________________________________________________________
 MU0618  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 MU0618  DYNAMIC HT  -        1621.360 (meters)    5319.41  (feet)  COMP
 MU0618  MODELED GRAV-     979,842.4   (mgal)                       NAVD 88
 MU0618
 MU0618  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0618
 MU0618.The horizontal coordinates were scaled from a topographic map and have
 MU0618.an estimated accuracy of +/- 6 seconds.
 MU0618
 MU0618.The orthometric height was determined by differential leveling
 MU0618.and adjusted by the National Geodetic Survey in 1992..
 MU0618.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0618.rate of 1.1 thru 2.0 mm/km.
 MU0618
 MU0618.The geoid height was determined by GEOID03.
 MU0618
 MU0618.The dynamic height is computed by dividing the NAVD 88
 MU0618.geopotential number by the normal gravity value computed on the
 MU0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0618.degrees latitude (g = 980.6199 gals.).
 MU0618
 MU0618.The modeled gravity was interpolated from observed gravity values.
 MU0618
 MU0618;                    North         East    Units  Estimated Accuracy
 MU0618;SPC NV E     - 8,783,710.       84,050.      MT  (+/- 180 meters Scaled)
 MU0618
 MU0618                          SUPERSEDED SURVEY CONTROL
 MU0618
 MU0618  NGVD 29 (??/??/92) 1621.415  (m)         5319.59   (f) ADJ UNCH    2 0
 MU0618
 MU0618.Superseded values are not recommended for survey control.
 MU0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0618.See file dsdata.txt to determine how the superseded data were derived.
 MU0618
 MU0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG017278(NAD 83)
 MU0618_MARKER: DD = SURVEY DISK
 MU0618_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0618_SP_SET: COPPER-CLAD STEEL ROD
 MU0618_STAMPING: 75 BKC 1973 5320
 MU0618_MARK LOGO: USGS  
 MU0618_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0618+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0618
 MU0618  HISTORY     - Date     Condition        Report By
 MU0618  HISTORY     - 1973     MONUMENTED       USGS
 MU0618
 MU0618                          STATION DESCRIPTION
 MU0618
 MU0618'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0618'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0618'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0618'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 20.0 MILES NORTH ALONG ROAD,
 MU0618'THENCE 2.8 MILES NORTHEAST ALONG PIPELINE ROAD, 1.7 MILES SOUTHEAST
 MU0618'AND 26.5 MILES NORTH OF LITTLE HUMBOLDT RANCH, 47 FEET SOUTHEAST OF
 MU0618'THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF A CAIRN, A COPPER-COATED
 MU0618'ROD ENCASED IN A 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0529 ***********************************************************************
 JP0529  DESIGNATION -  75 DOR
 JP0529  PID         -  JP0529
 JP0529  STATE/COUNTY-  NV/LINCOLN
 JP0529  USGS QUAD   -  BAILEY WASH (1971)
 JP0529
 JP0529                         *CURRENT SURVEY CONTROL
 JP0529  ___________________________________________________________________
 JP0529* NAD 83(1986)-  38 14 15.     (N)    114 48 34.     (W)     SCALED    
 JP0529* NAVD 88     -      1661.964  (meters)    5452.63   (feet)  ADJUSTED  
 JP0529  ___________________________________________________________________
 JP0529  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 JP0529  DYNAMIC HT  -        1660.142 (meters)    5446.65  (feet)  COMP
 JP0529  MODELED GRAV-     979,474.8   (mgal)                       NAVD 88
 JP0529
 JP0529  VERT ORDER  -  SECOND    CLASS 0
 JP0529
 JP0529.The horizontal coordinates were scaled from a topographic map and have
 JP0529.an estimated accuracy of +/- 6 seconds.
 JP0529
 JP0529.The orthometric height was determined by differential leveling
 JP0529.and adjusted by the National Geodetic Survey in August 1995..
 JP0529
 JP0529.The geoid height was determined by GEOID03.
 JP0529
 JP0529.The dynamic height is computed by dividing the NAVD 88
 JP0529.geopotential number by the normal gravity value computed on the
 JP0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0529.degrees latitude (g = 980.6199 gals.).
 JP0529
 JP0529.The modeled gravity was interpolated from observed gravity values.
 JP0529
 JP0529;                    North         East    Units  Estimated Accuracy
 JP0529;SPC NV E     - 8,387,250.      267,750.      MT  (+/- 180 meters Scaled)
 JP0529
 JP0529                          SUPERSEDED SURVEY CONTROL
 JP0529
 JP0529.No superseded survey control is available for this station.
 JP0529
 JP0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC917344(NAD 83)
 JP0529_MARKER: DD = SURVEY DISK
 JP0529_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0529_SP_SET: COPPER-CLAD STEEL ROD
 JP0529_STAMPING: 75 DOR 1971 5449
 JP0529_MARK LOGO: USGS  
 JP0529_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0529
 JP0529  HISTORY     - Date     Condition        Report By
 JP0529  HISTORY     - 1971     MONUMENTED       USGS
 JP0529
 JP0529                          STATION DESCRIPTION
 JP0529
 JP0529'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0529'FROM THE POST OFFICE AT PIOCHE, PROCEED 30.2 MILES NORTH ALONG U S
 JP0529'HIGHWAY 93 TO A T-ROAD WEST, THENCE 9.4 MILES WEST TO A ROAD
 JP0529'CROSSING, THENCE 7.7 MILES SOUTH TO A Y-ROAD SOUTHWEST, 80 FEET SOUTH
 JP0529'OF THE ROAD JUNCTION, 44 FEET SOUTHEAST OF THE Y-ROAD SOUTHWEST, 25
 JP0529'FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A WITNESS
 JP0529'POST, ON A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN
 JP0529'A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0656 ***********************************************************************
 JP0656  DESIGNATION -  75 DOR
 JP0656  PID         -  JP0656
 JP0656  STATE/COUNTY-  NV/LINCOLN
 JP0656  USGS QUAD   -  SCHOOLMARM BASIN (1973)
 JP0656
 JP0656                         *CURRENT SURVEY CONTROL
 JP0656  ___________________________________________________________________
 JP0656* NAD 83(1986)-  38 21 00.     (N)    114 26 23.     (W)     SCALED    
 JP0656* NAVD 88     -      1929.821  (meters)    6331.42   (feet)  ADJUSTED  
 JP0656  ___________________________________________________________________
 JP0656  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 JP0656  DYNAMIC HT  -        1927.631 (meters)    6324.24  (feet)  COMP
 JP0656  MODELED GRAV-     979,425.2   (mgal)                       NAVD 88
 JP0656
 JP0656  VERT ORDER  -  SECOND    CLASS 0
 JP0656
 JP0656.The horizontal coordinates were scaled from a topographic map and have
 JP0656.an estimated accuracy of +/- 6 seconds.
 JP0656
 JP0656.The orthometric height was determined by differential leveling
 JP0656.and adjusted by the National Geodetic Survey in August 1995..
 JP0656
 JP0656.The geoid height was determined by GEOID03.
 JP0656
 JP0656.The dynamic height is computed by dividing the NAVD 88
 JP0656.geopotential number by the normal gravity value computed on the
 JP0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0656.degrees latitude (g = 980.6199 gals.).
 JP0656
 JP0656.The modeled gravity was interpolated from observed gravity values.
 JP0656
 JP0656;                    North         East    Units  Estimated Accuracy
 JP0656;SPC NV E     - 8,400,070.      299,960.      MT  (+/- 180 meters Scaled)
 JP0656
 JP0656                          SUPERSEDED SURVEY CONTROL
 JP0656
 JP0656.No superseded survey control is available for this station.
 JP0656
 JP0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC237477(NAD 83)
 JP0656_MARKER: DD = SURVEY DISK
 JP0656_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0656_SP_SET: COPPER-CLAD STEEL ROD
 JP0656_STAMPING: 75 DOR 1973 6327
 JP0656_MARK LOGO: USGS  
 JP0656_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0656
 JP0656  HISTORY     - Date     Condition        Report By
 JP0656  HISTORY     - 1973     MONUMENTED       USGS
 JP0656
 JP0656                          STATION DESCRIPTION
 JP0656
 JP0656'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0656'FROM THE POST OFFICE AT PIOCHE, PROCEED 29.4 MILES NORTH ALONG U S
 JP0656'HIGHWAY 93 TO A T-ROAD NORTHEAST TOWARD ATLANTA, THENCE 9.4 MILES
 JP0656'NORTHEAST TO THE TOP OF A SLIGHT RISE, 0.3 MILE SOUTHWEST OF A
 JP0656'CULVERT AND A WOODEN BRIDGE, 0.1 MILE NORTHEAST OF A Y-ROAD JUNCTION,
 JP0656'A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 JP0656'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0649 ***********************************************************************
 MU0649  DESIGNATION -  75 HEI
 MU0649  PID         -  MU0649
 MU0649  STATE/COUNTY-  NV/HUMBOLDT
 MU0649  USGS QUAD   -  DRY HILLS SOUTH (1980)
 MU0649
 MU0649                         *CURRENT SURVEY CONTROL
 MU0649  ___________________________________________________________________
 MU0649* NAD 83(1986)-  41 13 33.     (N)    117 07 58.     (W)     SCALED    
 MU0649* NAVD 88     -      1472.644  (meters)    4831.50   (feet)  POSTED    
 MU0649  ___________________________________________________________________
 MU0649  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 MU0649  DYNAMIC HT  -        1471.540 (meters)    4827.88  (feet)  COMP
 MU0649  MODELED GRAV-     979,825.4   (mgal)                       NAVD 88
 MU0649
 MU0649  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0649
 MU0649.The horizontal coordinates were scaled from a topographic map and have
 MU0649.an estimated accuracy of +/- 6 seconds.
 MU0649
 MU0649.The orthometric height was determined by differential leveling
 MU0649.and adjusted by the National Geodetic Survey in 1992..
 MU0649.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0649.rate of 0.0 thru 1.0 mm/km.
 MU0649
 MU0649.The geoid height was determined by GEOID03.
 MU0649
 MU0649.The dynamic height is computed by dividing the NAVD 88
 MU0649.geopotential number by the normal gravity value computed on the
 MU0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0649.degrees latitude (g = 980.6199 gals.).
 MU0649
 MU0649.The modeled gravity was interpolated from observed gravity values.
 MU0649
 MU0649;                    North         East    Units  Estimated Accuracy
 MU0649;SPC NV W     - 4,719,740.      921,620.      MT  (+/- 180 meters Scaled)
 MU0649
 MU0649                          SUPERSEDED SURVEY CONTROL
 MU0649
 MU0649.No superseded survey control is available for this station.
 MU0649
 MU0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF888638(NAD 83)
 MU0649_MARKER: DD = SURVEY DISK
 MU0649_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0649_SP_SET: COPPER-CLAD STEEL ROD
 MU0649_STAMPING: 75 HEI 1974 4828
 MU0649_MARK LOGO: USGS  
 MU0649_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0649+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0649
 MU0649  HISTORY     - Date     Condition        Report By
 MU0649  HISTORY     - 1974     MONUMENTED       USGS
 MU0649
 MU0649                          STATION DESCRIPTION
 MU0649
 MU0649'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0649'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0649'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0649'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0649'TO A T-ROAD NORTH, THENCE 2.6 MILES NORTH, 36 FEET EAST OF THE
 MU0649'CENTERLINE OF A DIRT ROAD, ALONGSIDE A SMALL CAIRN, A COPPER-
 MU0649'COATED ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0343 ***********************************************************************
 LR0343  DESIGNATION -  75 RESET
 LR0343  PID         -  LR0343
 LR0343  STATE/COUNTY-  NV/HUMBOLDT
 LR0343  USGS QUAD   -  IRON POINT (1965)
 LR0343
 LR0343                         *CURRENT SURVEY CONTROL
 LR0343  ___________________________________________________________________
 LR0343* NAD 83(1986)-  40 54 58.     (N)    117 21 02.     (W)     SCALED    
 LR0343* NAVD 88     -      1486.88   (meters)    4878.2    (feet)  RESET     
 LR0343  ___________________________________________________________________
 LR0343  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 LR0343
 LR0343  VERT ORDER  -  THIRD
 LR0343
 LR0343.The horizontal coordinates were scaled from a topographic map and have
 LR0343.an estimated accuracy of +/- 6 seconds.
 LR0343
 LR0343.The orthometric height was computed from unverified reset data.
 LR0343
 LR0343.The geoid height was determined by GEOID03.
 LR0343
 LR0343;                    North         East    Units  Estimated Accuracy
 LR0343;SPC NV W     - 4,685,060.      903,840.      MT  (+/- 180 meters Scaled)
 LR0343
 LR0343                          SUPERSEDED SURVEY CONTROL
 LR0343
 LR0343.No superseded survey control is available for this station.
 LR0343
 LR0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF704295(NAD 83)
 LR0343_MARKER: P = PIPE CAP
 LR0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LR0343_SP_SET: ROD
 LR0343_STAMPING: 75 (NHD) RESET 1960
 LR0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0343
 LR0343  HISTORY     - Date     Condition        Report By
 LR0343  HISTORY     - 1960     MONUMENTED       NVDH
 LR0343  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0343
 LR0343                          STATION DESCRIPTION
 LR0343
 LR0343'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1960
 LR0343'7.50 MI E FROM GOLCONDA.
 LR0343'THIS MARK IS LOCATED 7.50 MILES EASTERLY ALONG U.S. HIGHWAY 40 FROM
 LR0343'THE GOLCONDA INTERCHANGE, 69 FEET RIGHT OF THE CENTERLINE OF THE
 LR0343'EASTBOUND LANE AT STA. E 528+50, AND 3 FEET EAST OF AN ORANGE STEEL
 LR0343'WITNESS POST, AND DRIVEN FLUSH WITH THE GROUND.
 LR0343
 LR0343                          STATION RECOVERY (1984)
 LR0343
 LR0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0343'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0724 ***********************************************************************
 GS0724  DESIGNATION -  75 TJS
 GS0724  PID         -  GS0724
 GS0724  STATE/COUNTY-  NV/NYE
 GS0724  USGS QUAD   -  JACKASS FLATS (1983)
 GS0724
 GS0724                         *CURRENT SURVEY CONTROL
 GS0724  ___________________________________________________________________
 GS0724* NAD 83(1986)-  36 46 47.     (N)    116 17 29.     (W)     SCALED    
 GS0724* NAVD 88     -      1035.916  (meters)    3398.67   (feet)  ADJUSTED  
 GS0724  ___________________________________________________________________
 GS0724  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 GS0724  DYNAMIC HT  -        1034.819 (meters)    3395.07  (feet)  COMP
 GS0724  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 GS0724
 GS0724  VERT ORDER  -  FIRST     CLASS I
 GS0724
 GS0724.The horizontal coordinates were scaled from a topographic map and have
 GS0724.an estimated accuracy of +/- 6 seconds.
 GS0724
 GS0724.The orthometric height was determined by differential leveling
 GS0724.and adjusted by the National Geodetic Survey in May 2004..
 GS0724
 GS0724.The geoid height was determined by GEOID03.
 GS0724
 GS0724.The dynamic height is computed by dividing the NAVD 88
 GS0724.geopotential number by the normal gravity value computed on the
 GS0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0724.degrees latitude (g = 980.6199 gals.).
 GS0724
 GS0724.The modeled gravity was interpolated from observed gravity values.
 GS0724
 GS0724;                    North         East    Units  Estimated Accuracy
 GS0724;SPC NV C     - 6,225,250.      533,500.      MT  (+/- 180 meters Scaled)
 GS0724
 GS0724                          SUPERSEDED SURVEY CONTROL
 GS0724
 GS0724  NAVD 88 (??/??/92) 1035.925  (m)         3398.70   (f) UNKNOWN     3 0
 GS0724  NGVD 29 (05/01/91) 1035.048  (m)         3395.82   (f) ADJUSTED    1 1
 GS0724
 GS0724.Superseded values are not recommended for survey control.
 GS0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0724.See file dsdata.txt to determine how the superseded data were derived.
 GS0724
 GS0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA632706(NAD 83)
 GS0724_MARKER: DB = BENCH MARK DISK
 GS0724_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GS0724_SP_SET: CONCRETE APRON
 GS0724_STAMPING: 75 TJS 1983
 GS0724_MARK LOGO: USGS  
 GS0724_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0724
 GS0724  HISTORY     - Date     Condition        Report By
 GS0724  HISTORY     - 1983     MONUMENTED       USGS
 GS0724  HISTORY     - 1986     GOOD             USGS
 GS0724  HISTORY     - 1988     GOOD             USGS
 GS0724  HISTORY     - 19910522 GOOD             USGS
 GS0724  HISTORY     - 19930302 GOOD             USGS
 GS0724  HISTORY     - 19950309 GOOD             USGS
 GS0724
 GS0724                          STATION DESCRIPTION
 GS0724
 GS0724'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0724'37.3 KM (23.20 MI) NW FROM MERCURY.
 GS0724'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0724'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0724'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0724'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0724'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0724'STREET 0.1 MILE, THEN LEFT 0.2 MILES, THEN RIGHT 0.05 MILES TO
 GS0724'BUILDING 4919, BM IS AT THE SOUTHWEST CORNER OF THE BUILDING,
 GS0724'CEMENTEDIN THE NORTHWEST CORNER OF A CONCRETE APRON.
 GS0724
 GS0724                          STATION RECOVERY (1986)
 GS0724
 GS0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0724'RECOVERED IN GOOD CONDITION.
 GS0724
 GS0724                          STATION RECOVERY (1988)
 GS0724
 GS0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0724'RECOVERED IN GOOD CONDITION.
 GS0724
 GS0724                          STATION RECOVERY (1991)
 GS0724
 GS0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0724'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0724'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0724'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0724'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0724'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0724'STREET 0.1 MILE, THEN LEFT 0.2 MILE, THEN RIGHT 0.05 MILE TO BUILDING
 GS0724'4919, BM IS AT THE SOUTHWEST CORNER OF THE BUILDING, CEMENTED IN THE
 GS0724'NORTHWEST CORNER OF A CONCRETE APRON.
 GS0724
 GS0724                          STATION RECOVERY (1993)
 GS0724
 GS0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0724'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0724'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0724'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0724'(34.3 KM) TO A GUARD STATION AT THE INTERSECTION OF ROADS C AND B,
 GS0724'TURN LEFT (SOUTHWEST) ON ROAD B 1.55 MILES (2.49 KM) TO 2ND STREET,
 GS0724'TURN RIGHT (NORTHEAST) ON 2ND STREET 0.1 MILE (0.2 KM), THEN LEFT
 GS0724'0.2 MILE (0.3 KM), THEN RIGHT 0.05 MILE (0.08 KM) TO BUILDING 4919,
 GS0724'BM IS AT THE SOUTHWEST CORNER OF THE BUILDING, CEMENTED IN THE
 GS0724'NORTHWEST CORNER OF A CONCRETE APRON.
 GS0724
 GS0724                          STATION RECOVERY (1995)
 GS0724
 GS0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0724'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0001 ***********************************************************************
 JR0001  DESIGNATION -  7511
 JR0001  PID         -  JR0001
 JR0001  STATE/COUNTY-  NV/MINERAL
 JR0001  USGS QUAD   -  LUCKY BOY (1989)
 JR0001
 JR0001                         *CURRENT SURVEY CONTROL
 JR0001  ___________________________________________________________________
 JR0001* NAD 83(1986)-  38 26 11.     (N)    118 44 23.     (W)     SCALED    
 JR0001* NAVD 88     -      2288.62   (+/-2cm)    7508.6    (feet)  VERTCON   
 JR0001  ___________________________________________________________________
 JR0001  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JR0001
 JR0001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0001
 JR0001.The horizontal coordinates were scaled from a topographic map and have
 JR0001.an estimated accuracy of +/- 6 seconds.
 JR0001
 JR0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0001.The vertical order pertains to the NGVD 29 superseded value.
 JR0001
 JR0001.The geoid height was determined by GEOID03.
 JR0001
 JR0001;                    North         East    Units  Estimated Accuracy
 JR0001;SPC NV W     - 4,409,050.      786,350.      MT  (+/- 180 meters Scaled)
 JR0001
 JR0001                          SUPERSEDED SURVEY CONTROL
 JR0001
 JR0001  NGVD 29 (??/??/92) 2287.231  (m)         7504.02   (f) ADJ UNCH    2 0
 JR0001
 JR0001.Superseded values are not recommended for survey control.
 JR0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0001.See file dsdata.txt to determine how the superseded data were derived.
 JR0001
 JR0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC481556(NAD 83)
 JR0001_MARKER: P = PIPE CAP
 JR0001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0001_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0001_STAMPING: 7511
 JR0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0001
 JR0001  HISTORY     - Date     Condition        Report By
 JR0001  HISTORY     - UNK      MONUMENTED       USGS
 JR0001  HISTORY     - 1940     GOOD             NGS
 JR0001  HISTORY     - 19840501 MARK NOT FOUND   USGS
 JR0001
 JR0001                          STATION DESCRIPTION
 JR0001
 JR0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0001'10.8 MI SW FROM HAWTHORNE.
 JR0001'10.8 MILES SOUTHWEST ALONG THE ROAD LEADING TO BRIDGEPORT,
 JR0001'CALIFORNIA, FROM HAWTHORNE, MINERAL COUNTY, AT THE SITE OF THE
 JR0001'OLD SUMMIT STAGECOACH STATION, 22 FEET NORTH OF THE CENTERLINE
 JR0001'OF THE ROAD, AND NEAR A WHITE WOODEN WITNESS POST.  A UNITED
 JR0001'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7511 AND RIVETED
 JR0001'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 JR0001
 JR0001                          STATION RECOVERY (1984)
 JR0001
 JR0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JEB)
 JR0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0344 ***********************************************************************
 LR0344  DESIGNATION -  76
 LR0344  PID         -  LR0344
 LR0344  STATE/COUNTY-  NV/HUMBOLDT
 LR0344  USGS QUAD   -  IRON POINT (1965)
 LR0344
 LR0344                         *CURRENT SURVEY CONTROL
 LR0344  ___________________________________________________________________
 LR0344* NAD 83(1986)-  40 55 01.     (N)    117 20 52.     (W)     SCALED    
 LR0344* NAVD 88     -      1479.526  (meters)    4854.08   (feet)  ADJUSTED  
 LR0344  ___________________________________________________________________
 LR0344  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 LR0344  DYNAMIC HT  -        1478.396 (meters)    4850.37  (feet)  COMP
 LR0344  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 LR0344
 LR0344  VERT ORDER  -  SECOND    CLASS 0
 LR0344
 LR0344.The horizontal coordinates were scaled from a topographic map and have
 LR0344.an estimated accuracy of +/- 6 seconds.
 LR0344
 LR0344.The orthometric height was determined by differential leveling
 LR0344.and adjusted by the National Geodetic Survey in June 1991..
 LR0344
 LR0344.The geoid height was determined by GEOID03.
 LR0344
 LR0344.The dynamic height is computed by dividing the NAVD 88
 LR0344.geopotential number by the normal gravity value computed on the
 LR0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0344.degrees latitude (g = 980.6199 gals.).
 LR0344
 LR0344.The modeled gravity was interpolated from observed gravity values.
 LR0344
 LR0344;                    North         East    Units  Estimated Accuracy
 LR0344;SPC NV W     - 4,685,160.      904,080.      MT  (+/- 180 meters Scaled)
 LR0344
 LR0344                          SUPERSEDED SURVEY CONTROL
 LR0344
 LR0344  NGVD 29 (??/??/92) 1478.50   (m)         4850.7    (f) COMPUTED    2 0
 LR0344
 LR0344.Superseded values are not recommended for survey control.
 LR0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0344.See file dsdata.txt to determine how the superseded data were derived.
 LR0344
 LR0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF707295(NAD 83)
 LR0344_MARKER: DD = SURVEY DISK
 LR0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0344_STAMPING: BM I-001-3 (2) 76
 LR0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0344+STABILITY: SURFACE MOTION
 LR0344
 LR0344  HISTORY     - Date     Condition        Report By
 LR0344  HISTORY     - UNK      MONUMENTED       NVDH
 LR0344  HISTORY     - 1958     GOOD             NGS
 LR0344  HISTORY     - 1964     POOR             USGS
 LR0344  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0344
 LR0344                          STATION DESCRIPTION
 LR0344
 LR0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0344'7.65 MI E FROM GOLCONDA.
 LR0344'7.65 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0344'ABOUT 100.0 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 4.0 FEET NORTH OF
 LR0344'A METAL WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH WITH THE
 LR0344'GROUND SURFACE, AND ABOUT 40.0 FEET HIGHER THAN HIGHWAY.
 LR0344
 LR0344                          STATION RECOVERY (1964)
 LR0344
 LR0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LR0344'MARK RECOVERED IN POOR CONDITION.
 LR0344
 LR0344                          STATION RECOVERY (1984)
 LR0344
 LR0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0344'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0619 ***********************************************************************
 MU0619  DESIGNATION -  76 BKC
 MU0619  PID         -  MU0619
 MU0619  STATE/COUNTY-  NV/ELKO
 MU0619  USGS QUAD   -  STAR VALLEY RIDGE SW (1973)
 MU0619
 MU0619                         *CURRENT SURVEY CONTROL
 MU0619  ___________________________________________________________________
 MU0619* NAD 83(1986)-  41 48 33.     (N)    116 57 54.     (W)     SCALED    
 MU0619* NAVD 88     -      1620.616  (meters)    5316.97   (feet)  POSTED    
 MU0619  ___________________________________________________________________
 MU0619  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 MU0619  DYNAMIC HT  -        1619.450 (meters)    5313.15  (feet)  COMP
 MU0619  MODELED GRAV-     979,843.2   (mgal)                       NAVD 88
 MU0619
 MU0619  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0619
 MU0619.The horizontal coordinates were scaled from a topographic map and have
 MU0619.an estimated accuracy of +/- 6 seconds.
 MU0619
 MU0619.The orthometric height was determined by differential leveling
 MU0619.and adjusted by the National Geodetic Survey in 1992..
 MU0619.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0619.rate of 1.1 thru 2.0 mm/km.
 MU0619
 MU0619.The geoid height was determined by GEOID03.
 MU0619
 MU0619.The dynamic height is computed by dividing the NAVD 88
 MU0619.geopotential number by the normal gravity value computed on the
 MU0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0619.degrees latitude (g = 980.6199 gals.).
 MU0619
 MU0619.The modeled gravity was interpolated from observed gravity values.
 MU0619
 MU0619;                    North         East    Units  Estimated Accuracy
 MU0619;SPC NV E     - 8,784,430.       85,200.      MT  (+/- 180 meters Scaled)
 MU0619
 MU0619                          SUPERSEDED SURVEY CONTROL
 MU0619
 MU0619  NGVD 29 (??/??/92) 1619.499  (m)         5313.31   (f) ADJ UNCH    2 0
 MU0619
 MU0619.Superseded values are not recommended for survey control.
 MU0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0619.See file dsdata.txt to determine how the superseded data were derived.
 MU0619
 MU0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG029285(NAD 83)
 MU0619_MARKER: DD = SURVEY DISK
 MU0619_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0619_SP_SET: COPPER-CLAD STEEL ROD
 MU0619_STAMPING: 76 BKC 1973 5314
 MU0619_MARK LOGO: USGS  
 MU0619_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0619+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0619
 MU0619  HISTORY     - Date     Condition        Report By
 MU0619  HISTORY     - 1973     MONUMENTED       USGS
 MU0619
 MU0619                          STATION DESCRIPTION
 MU0619
 MU0619'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0619'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0619'MILES EAST ALONG GRAVEL ROAD, THENCE 23.3 MILES NORTH ALONG DIRT ROAD,
 MU0619'THENCE 19.3 MILES WEST ALONG ROAD, THENCE 20.0 MILES NORTH ALONG ROAD,
 MU0619'THENCE 3.5 MILES NORTHEAST ALONG PIPELINE ROAD TO A CROSSROAD, 1.7
 MU0619'MILES SOUTHEAST AND 27.4 MILES NORTH OF LITTLE HUMBOLDT RANCH, AT
 MU0619'CROSSROAD WITH PIPE LINE ROAD, 94 FEET EAST OF THE CROSSROAD
 MU0619'INTERSECTION, SET ON A COPPER-COATED ROD ENCASED IN A 6-INCH BLACK
 MU0619'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0528 ***********************************************************************
 JP0528  DESIGNATION -  76 DOR
 JP0528  PID         -  JP0528
 JP0528  STATE/COUNTY-  NV/LINCOLN
 JP0528  USGS QUAD   -  BAILEY WASH (1971)
 JP0528
 JP0528                         *CURRENT SURVEY CONTROL
 JP0528  ___________________________________________________________________
 JP0528* NAD 83(1986)-  38 13 23.     (N)    114 48 48.     (W)     SCALED    
 JP0528* NAVD 88     -      1645.951  (meters)    5400.09   (feet)  ADJUSTED  
 JP0528  ___________________________________________________________________
 JP0528  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 JP0528  DYNAMIC HT  -        1644.150 (meters)    5394.18  (feet)  COMP
 JP0528  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 JP0528
 JP0528  VERT ORDER  -  SECOND    CLASS 0
 JP0528
 JP0528.The horizontal coordinates were scaled from a topographic map and have
 JP0528.an estimated accuracy of +/- 6 seconds.
 JP0528
 JP0528.The orthometric height was determined by differential leveling
 JP0528.and adjusted by the National Geodetic Survey in August 1995..
 JP0528
 JP0528.The geoid height was determined by GEOID03.
 JP0528
 JP0528.The dynamic height is computed by dividing the NAVD 88
 JP0528.geopotential number by the normal gravity value computed on the
 JP0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0528.degrees latitude (g = 980.6199 gals.).
 JP0528
 JP0528.The modeled gravity was interpolated from observed gravity values.
 JP0528
 JP0528;                    North         East    Units  Estimated Accuracy
 JP0528;SPC NV E     - 8,385,640.      267,420.      MT  (+/- 180 meters Scaled)
 JP0528
 JP0528                          SUPERSEDED SURVEY CONTROL
 JP0528
 JP0528.No superseded survey control is available for this station.
 JP0528
 JP0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC914328(NAD 83)
 JP0528_MARKER: DD = SURVEY DISK
 JP0528_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0528_SP_SET: COPPER-CLAD STEEL ROD
 JP0528_STAMPING: 76 DOR 1971 5396
 JP0528_MARK LOGO: USGS  
 JP0528_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0528
 JP0528  HISTORY     - Date     Condition        Report By
 JP0528  HISTORY     - 1971     MONUMENTED       USGS
 JP0528
 JP0528                          STATION DESCRIPTION
 JP0528
 JP0528'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0528'FROM THE POST OFFICE AT PIOCHE, PROCEED 13.7 MILES NORTH ALONG U S
 JP0528'HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 7.5 MILES WEST
 JP0528'TO A Y-ROAD NORTHWEST, THENCE 10.0 MILES NORTHWEST TO A ROAD
 JP0528'CROSSING, THENCE 1.0 MILE NORTH, 30.2 MILES NORTH OF THE PIOCHE POST
 JP0528'OFFICE ALONG U S HIGHWAY 93 TO A T-ROAD WEST, THENCE 9.4 MILES WEST
 JP0528'TO A ROAD CROSSING, THENCE 8.8 MILES SOUTH, 40 FEET WEST OF AND 2
 JP0528'FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A WITNESS
 JP0528'POST, ON A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN
 JP0528'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0657 ***********************************************************************
 JP0657  DESIGNATION -  76 DOR
 JP0657  PID         -  JP0657
 JP0657  STATE/COUNTY-  NV/LINCOLN
 JP0657  USGS QUAD   -  SCHOOLMARM BASIN (1973)
 JP0657
 JP0657                         *CURRENT SURVEY CONTROL
 JP0657  ___________________________________________________________________
 JP0657* NAD 83(1986)-  38 20 48.     (N)    114 27 26.     (W)     SCALED    
 JP0657* NAVD 88     -      1912.870  (meters)    6275.81   (feet)  ADJUSTED  
 JP0657  ___________________________________________________________________
 JP0657  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 JP0657  DYNAMIC HT  -        1910.704 (meters)    6268.70  (feet)  COMP
 JP0657  MODELED GRAV-     979,428.3   (mgal)                       NAVD 88
 JP0657
 JP0657  VERT ORDER  -  SECOND    CLASS 0
 JP0657
 JP0657.The horizontal coordinates were scaled from a topographic map and have
 JP0657.an estimated accuracy of +/- 6 seconds.
 JP0657
 JP0657.The orthometric height was determined by differential leveling
 JP0657.and adjusted by the National Geodetic Survey in August 1995..
 JP0657
 JP0657.The geoid height was determined by GEOID03.
 JP0657
 JP0657.The dynamic height is computed by dividing the NAVD 88
 JP0657.geopotential number by the normal gravity value computed on the
 JP0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0657.degrees latitude (g = 980.6199 gals.).
 JP0657
 JP0657.The modeled gravity was interpolated from observed gravity values.
 JP0657
 JP0657;                    North         East    Units  Estimated Accuracy
 JP0657;SPC NV E     - 8,399,680.      298,430.      MT  (+/- 180 meters Scaled)
 JP0657
 JP0657                          SUPERSEDED SURVEY CONTROL
 JP0657
 JP0657.No superseded survey control is available for this station.
 JP0657
 JP0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC222473(NAD 83)
 JP0657_MARKER: DD = SURVEY DISK
 JP0657_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0657_SP_SET: COPPER-CLAD STEEL ROD
 JP0657_STAMPING: 76 DOR 1973 6272
 JP0657_MARK LOGO: USGS  
 JP0657_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0657
 JP0657  HISTORY     - Date     Condition        Report By
 JP0657  HISTORY     - 1973     MONUMENTED       USGS
 JP0657
 JP0657                          STATION DESCRIPTION
 JP0657
 JP0657'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0657'FROM THE POST OFFICE AT PIOCHE, PROCEED 29.4 MILES NORTH ALONG U S
 JP0657'HIGHWAY 93 TO A T-ROAD NORTHEAST, THENCE 8.4 MILES NORTHEAST, 422 FEET
 JP0657'WEST OF A ROAD CROSSING, 30 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 JP0657'8 FEET NORTH OF A JUNIPER TREE,  A 5/8 INCH COPPER COATED ROD
 JP0657'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0650 ***********************************************************************
 MU0650  DESIGNATION -  76 HEI
 MU0650  PID         -  MU0650
 MU0650  STATE/COUNTY-  NV/HUMBOLDT
 MU0650  USGS QUAD   -  THE KNOLLS (1980)
 MU0650
 MU0650                         *CURRENT SURVEY CONTROL
 MU0650  ___________________________________________________________________
 MU0650* NAD 83(1986)-  41 14 08.     (N)    117 07 25.     (W)     SCALED    
 MU0650* NAVD 88     -      1487.724  (meters)    4880.97   (feet)  POSTED    
 MU0650  ___________________________________________________________________
 MU0650  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 MU0650  DYNAMIC HT  -        1486.610 (meters)    4877.32  (feet)  COMP
 MU0650  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 MU0650
 MU0650  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0650
 MU0650.The horizontal coordinates were scaled from a topographic map and have
 MU0650.an estimated accuracy of +/- 6 seconds.
 MU0650
 MU0650.The orthometric height was determined by differential leveling
 MU0650.and adjusted by the National Geodetic Survey in 1992..
 MU0650.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0650.rate of 0.0 thru 1.0 mm/km.
 MU0650
 MU0650.The geoid height was determined by GEOID03.
 MU0650
 MU0650.The dynamic height is computed by dividing the NAVD 88
 MU0650.geopotential number by the normal gravity value computed on the
 MU0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0650.degrees latitude (g = 980.6199 gals.).
 MU0650
 MU0650.The modeled gravity was interpolated from observed gravity values.
 MU0650
 MU0650;                    North         East    Units  Estimated Accuracy
 MU0650;SPC NV W     - 4,720,830.      922,370.      MT  (+/- 180 meters Scaled)
 MU0650
 MU0650                          SUPERSEDED SURVEY CONTROL
 MU0650
 MU0650.No superseded survey control is available for this station.
 MU0650
 MU0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF896649(NAD 83)
 MU0650_MARKER: DD = SURVEY DISK
 MU0650_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0650_SP_SET: COPPER-CLAD STEEL ROD
 MU0650_STAMPING: 76 HEI 1974 4878
 MU0650_MARK LOGO: USGS  
 MU0650_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0650+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0650
 MU0650  HISTORY     - Date     Condition        Report By
 MU0650  HISTORY     - 1974     MONUMENTED       USGS
 MU0650
 MU0650                          STATION DESCRIPTION
 MU0650
 MU0650'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0650'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0650'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0650'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0650'TO A T-ROAD NORTH, THENCE 3.5 MILES NORTH, 77 FEET EAST OF THE
 MU0650'CENTERLINE OF THE ROAD, 18 FEET NORTH OF THE CENTERLINE OF A GATE, 4
 MU0650'FEET WEST OF A FENCE LINE, SET ON COPPER-COATED ROD ENCASED IN 6-INCH
 MU0650'WHITE PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0345 ***********************************************************************
 LR0345  DESIGNATION -  76 RESET
 LR0345  PID         -  LR0345
 LR0345  STATE/COUNTY-  NV/HUMBOLDT
 LR0345  USGS QUAD   -  IRON POINT (1965)
 LR0345
 LR0345                         *CURRENT SURVEY CONTROL
 LR0345  ___________________________________________________________________
 LR0345* NAD 83(1986)-  40 54 54.     (N)    117 20 18.     (W)     SCALED    
 LR0345* NAVD 88     -      1481.41   (meters)    4860.3    (feet)  RESET     
 LR0345  ___________________________________________________________________
 LR0345  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 LR0345
 LR0345  VERT ORDER  -  THIRD
 LR0345
 LR0345.The horizontal coordinates were scaled from a topographic map and have
 LR0345.an estimated accuracy of +/- 6 seconds.
 LR0345
 LR0345.The orthometric height was computed from unverified reset data.
 LR0345
 LR0345.The geoid height was determined by GEOID03.
 LR0345
 LR0345;                    North         East    Units  Estimated Accuracy
 LR0345;SPC NV W     - 4,684,950.      904,870.      MT  (+/- 180 meters Scaled)
 LR0345
 LR0345                          SUPERSEDED SURVEY CONTROL
 LR0345
 LR0345.No superseded survey control is available for this station.
 LR0345
 LR0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF715293(NAD 83)
 LR0345_MARKER: P = PIPE CAP
 LR0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LR0345_SP_SET: ROD
 LR0345_STAMPING: 76 (NHD) RESET 1960
 LR0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0345
 LR0345  HISTORY     - Date     Condition        Report By
 LR0345  HISTORY     - 1960     MONUMENTED       NVDH
 LR0345  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0345
 LR0345                          STATION DESCRIPTION
 LR0345
 LR0345'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1960
 LR0345'8.18 MI E FROM GOLCONDA.
 LR0345'THIS MARK IS LOCATED 8.18 MILES EASTERLY ALONG U.S. HIGHWAY 40 FROM
 LR0345'THE GOLCONDA INTERCHANGE, 134 FEET RIGHT OF THE CENTERLINE OF THE
 LR0345'EASTBOUND LANE AT STA. E 564+50, 65 FEET NORTHERLY FROM THE R/W FENCE,
 LR0345'AND 3 FEET EAST OF AN ORANGE PAINTED STEEL WITNESS POST, AND DRIVEN
 LR0345'FLUSH WITH THE GROUND.
 LR0345
 LR0345                          STATION RECOVERY (1984)
 LR0345
 LR0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0345'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0726 ***********************************************************************
 GS0726  DESIGNATION -  76 TJS
 GS0726  PID         -  GS0726
 GS0726  STATE/COUNTY-  NV/NYE
 GS0726  USGS QUAD   -  JACKASS FLATS (1983)
 GS0726
 GS0726                         *CURRENT SURVEY CONTROL
 GS0726  ___________________________________________________________________
 GS0726* NAD 83(1986)-  36 46 23.     (N)    116 16 49.     (W)     SCALED    
 GS0726* NAVD 88     -      1038.586  (meters)    3407.43   (feet)  ADJUSTED  
 GS0726  ___________________________________________________________________
 GS0726  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GS0726  DYNAMIC HT  -        1037.478 (meters)    3403.79  (feet)  COMP
 GS0726  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 GS0726
 GS0726  VERT ORDER  -  FIRST     CLASS I
 GS0726
 GS0726.The horizontal coordinates were scaled from a topographic map and have
 GS0726.an estimated accuracy of +/- 6 seconds.
 GS0726
 GS0726.The orthometric height was determined by differential leveling
 GS0726.and adjusted by the National Geodetic Survey in May 2004..
 GS0726
 GS0726.The geoid height was determined by GEOID03.
 GS0726
 GS0726.The dynamic height is computed by dividing the NAVD 88
 GS0726.geopotential number by the normal gravity value computed on the
 GS0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0726.degrees latitude (g = 980.6199 gals.).
 GS0726
 GS0726.The modeled gravity was interpolated from observed gravity values.
 GS0726
 GS0726;                    North         East    Units  Estimated Accuracy
 GS0726;SPC NV C     - 6,224,520.      534,490.      MT  (+/- 180 meters Scaled)
 GS0726
 GS0726                          SUPERSEDED SURVEY CONTROL
 GS0726
 GS0726  NAVD 88 (??/??/92) 1038.599  (m)         3407.47   (f) UNKNOWN     3 0
 GS0726  NGVD 29 (05/01/91) 1037.716  (m)         3404.57   (f) ADJUSTED    1 1
 GS0726
 GS0726.Superseded values are not recommended for survey control.
 GS0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0726.See file dsdata.txt to determine how the superseded data were derived.
 GS0726
 GS0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA642699(NAD 83)
 GS0726_MARKER: DB = BENCH MARK DISK
 GS0726_SETTING: 0 = UNSPECIFIED SETTING
 GS0726_STAMPING: 76 TJS 1983
 GS0726_MARK LOGO: USGS  
 GS0726_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0726
 GS0726  HISTORY     - Date     Condition        Report By
 GS0726  HISTORY     - 1983     MONUMENTED       USGS
 GS0726  HISTORY     - 1986     GOOD             USGS
 GS0726  HISTORY     - 1988     GOOD             USGS
 GS0726  HISTORY     - 19910529 GOOD             USGS
 GS0726  HISTORY     - 19930302 GOOD             USGS
 GS0726  HISTORY     - 19950309 GOOD             USGS
 GS0726
 GS0726                          STATION DESCRIPTION
 GS0726
 GS0726'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0726'33.6 KM (20.85 MI) NW FROM MERCURY.
 GS0726'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0726'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0726'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES TO A CURVE IN
 GS0726'THE ROAD AND A TRACK ROAD NORTHWEST, TURN LEFT ONTO THE TRACK ROAD
 GS0726'AND PROCEED NORTHWEST 1.65 MILES, 166 FEET NORTH OF THE ROAD.
 GS0726'THE MARK IS 6 FT  S FROM  A ROCK CAIRN
 GS0726
 GS0726                          STATION RECOVERY (1986)
 GS0726
 GS0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0726'RECOVERED IN GOOD CONDITION.
 GS0726
 GS0726                          STATION RECOVERY (1988)
 GS0726
 GS0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0726'RECOVERED IN GOOD CONDITION.
 GS0726
 GS0726                          STATION RECOVERY (1991)
 GS0726
 GS0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0726'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0726'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0726'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES TO A CURVE IN
 GS0726'THE ROAD AND A TRACK ROAD NORTHWEST, TURN LEFT ONTO THE TRACK ROAD
 GS0726'AND PROCEED NORTHWEST 1.65 MILES, 166 FEET NORTH OF THE ROAD.
 GS0726
 GS0726                          STATION RECOVERY (1993)
 GS0726
 GS0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0726'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0726'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0726'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES
 GS0726'(30.9 KM) TO A CURVE IN THE ROAD AND A TRACK ROAD NORTHWEST, TURN
 GS0726'LEFT ONTO THE TRACK ROAD AND PROCEED NORTHWEST 1.65 MILES (2.66 KM),
 GS0726'166 FEET (50.6 M) NORTH OF THE ROAD.
 GS0726
 GS0726                          STATION RECOVERY (1995)
 GS0726
 GS0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0726'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0346 ***********************************************************************
 LR0346  DESIGNATION -  77
 LR0346  PID         -  LR0346
 LR0346  STATE/COUNTY-  NV/HUMBOLDT
 LR0346  USGS QUAD   -  IRON POINT (1965)
 LR0346
 LR0346                         *CURRENT SURVEY CONTROL
 LR0346  ___________________________________________________________________
 LR0346* NAD 83(1986)-  40 54 57.     (N)    117 20 29.     (W)     SCALED    
 LR0346* NAVD 88     -      1473.878  (meters)    4835.55   (feet)  ADJUSTED  
 LR0346  ___________________________________________________________________
 LR0346  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 LR0346  DYNAMIC HT  -        1472.755 (meters)    4831.86  (feet)  COMP
 LR0346  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 LR0346
 LR0346  VERT ORDER  -  FIRST     CLASS II
 LR0346
 LR0346.The horizontal coordinates were scaled from a topographic map and have
 LR0346.an estimated accuracy of +/- 6 seconds.
 LR0346
 LR0346.The orthometric height was determined by differential leveling
 LR0346.and adjusted by the National Geodetic Survey in June 1991..
 LR0346
 LR0346.The geoid height was determined by GEOID03.
 LR0346
 LR0346.The dynamic height is computed by dividing the NAVD 88
 LR0346.geopotential number by the normal gravity value computed on the
 LR0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0346.degrees latitude (g = 980.6199 gals.).
 LR0346
 LR0346.The modeled gravity was interpolated from observed gravity values.
 LR0346
 LR0346;                    North         East    Units  Estimated Accuracy
 LR0346;SPC NV W     - 4,685,040.      904,620.      MT  (+/- 180 meters Scaled)
 LR0346
 LR0346                          SUPERSEDED SURVEY CONTROL
 LR0346
 LR0346  NGVD 29 (??/??/92) 1472.854  (m)         4832.19   (f) ADJ UNCH    1 2
 LR0346
 LR0346.Superseded values are not recommended for survey control.
 LR0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0346.See file dsdata.txt to determine how the superseded data were derived.
 LR0346
 LR0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF712294(NAD 83)
 LR0346_MARKER: DD = SURVEY DISK
 LR0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0346_STAMPING: BM I-001-3 (2) 77
 LR0346_MARK LOGO: NVDH  
 LR0346_PROJECTION: PROJECTING 6 CENTIMETERS
 LR0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0346+STABILITY: SURFACE MOTION
 LR0346
 LR0346  HISTORY     - Date     Condition        Report By
 LR0346  HISTORY     - UNK      MONUMENTED       NVDH
 LR0346  HISTORY     - 1958     GOOD             NGS
 LR0346  HISTORY     - 1984     GOOD             NGS
 LR0346
 LR0346                          STATION DESCRIPTION
 LR0346
 LR0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0346'8.0 MI E FROM GOLCONDA.
 LR0346'8.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA TO
 LR0346'A CUT BANK, ABOUT 400.0 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 111.0
 LR0346'FEET SOUTH OF TELEPHONE POLE NO. 47143, 3.4 FEET NORTH OF METAL
 LR0346'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE
 LR0346'GROUND SURFACE.
 LR0346
 LR0346                          STATION RECOVERY (1984)
 LR0346
 LR0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0346'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.15 KM
 LR0346'(8.85 MI) SOUTHEAST ALONG INTERSTATE 80 FROM THE MORRISON AVENUE
 LR0346'OVERPASS BRIDGE AT GOLCONDA, 0.5 KM (0.3 MI) NORTHWEST OF MILEPOST
 LR0346'203, ON TOP OF A HIGHWAY CUT BANK, 71.0 METERS (223.5 FT) SOUTHWEST OF
 LR0346'THE EAST BOUND HIGHWAY CENTERLINE, 121.9 METERS (400 FT) NORTHEAST OF
 LR0346'THE OLD US HIGHWAY 40 CENTERLINE AND 7.1 METERS (23.5 FT) SOUTHWEST OF
 LR0346'THE RIGHT OF WAY FENCE.
 LR0346'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 LR0346'THE MARK IS 4.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0683 ***********************************************************************
 MU0683  DESIGNATION -  77 BKC
 MU0683  PID         -  MU0683
 MU0683  STATE/COUNTY-  NV/ELKO
 MU0683  USGS QUAD   -  HUMBOLDT HILL (1973)
 MU0683
 MU0683                         *CURRENT SURVEY CONTROL
 MU0683  ___________________________________________________________________
 MU0683* NAD 83(1986)-  41 30 54.     (N)    116 59 21.     (W)     SCALED    
 MU0683* NAVD 88     -      1594.333  (meters)    5230.74   (feet)  POSTED    
 MU0683  ___________________________________________________________________
 MU0683  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 MU0683  DYNAMIC HT  -        1593.160 (meters)    5226.89  (feet)  COMP
 MU0683  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 MU0683
 MU0683  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0683
 MU0683.The horizontal coordinates were scaled from a topographic map and have
 MU0683.an estimated accuracy of +/- 6 seconds.
 MU0683
 MU0683.The orthometric height was determined by differential leveling
 MU0683.and adjusted by the National Geodetic Survey in 1992..
 MU0683.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0683.rate of 0.0 thru 1.0 mm/km.
 MU0683
 MU0683.The geoid height was determined by GEOID03.
 MU0683
 MU0683.The dynamic height is computed by dividing the NAVD 88
 MU0683.geopotential number by the normal gravity value computed on the
 MU0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0683.degrees latitude (g = 980.6199 gals.).
 MU0683
 MU0683.The modeled gravity was interpolated from observed gravity values.
 MU0683
 MU0683;                    North         East    Units  Estimated Accuracy
 MU0683;SPC NV E     - 8,751,790.       82,660.      MT  (+/- 180 meters Scaled)
 MU0683
 MU0683                          SUPERSEDED SURVEY CONTROL
 MU0683
 MU0683.No superseded survey control is available for this station.
 MU0683
 MU0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF009959(NAD 83)
 MU0683_MARKER: DD = SURVEY DISK
 MU0683_SETTING: 66 = SET IN ROCK OUTCROP
 MU0683_SP_SET: ROCK OUTCROP
 MU0683_STAMPING: 77 BKC 1973 5227
 MU0683_MARK LOGO: USGS  
 MU0683_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0683+STABILITY: POSITION/ELEVATION WELL
 MU0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0683+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0683
 MU0683  HISTORY     - Date     Condition        Report By
 MU0683  HISTORY     - 1974     MONUMENTED       USGS
 MU0683
 MU0683                          STATION DESCRIPTION
 MU0683
 MU0683'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0683'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0683'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0683'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0683'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0683'T-ROAD WEST, THENCE 28.7 MILES WEST ALONG A TRACK ROAD, 1.7 MILES
 MU0683'SOUTH AND 2.9 MILES NORTHEAST OF LITTLE HUMBOLDT RANCH, 2.7 MILES
 MU0683'NORTHEAST OF A BRIDGE OVER THE SOUTH FORK OF LITTLE HUMBOLDT RIVER, 94
 MU0683'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, IN SOLID ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0527 ***********************************************************************
 JP0527  DESIGNATION -  77 DOR
 JP0527  PID         -  JP0527
 JP0527  STATE/COUNTY-  NV/LINCOLN
 JP0527  USGS QUAD   -  BAILEY WASH (1971)
 JP0527
 JP0527                         *CURRENT SURVEY CONTROL
 JP0527  ___________________________________________________________________
 JP0527* NAD 83(1986)-  38 12 31.     (N)    114 49 06.     (W)     SCALED    
 JP0527* NAVD 88     -      1634.641  (meters)    5362.98   (feet)  ADJUSTED  
 JP0527  ___________________________________________________________________
 JP0527  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 JP0527  DYNAMIC HT  -        1632.857 (meters)    5357.13  (feet)  COMP
 JP0527  MODELED GRAV-     979,480.7   (mgal)                       NAVD 88
 JP0527
 JP0527  VERT ORDER  -  SECOND    CLASS 0
 JP0527
 JP0527.The horizontal coordinates were scaled from a topographic map and have
 JP0527.an estimated accuracy of +/- 6 seconds.
 JP0527
 JP0527.The orthometric height was determined by differential leveling
 JP0527.and adjusted by the National Geodetic Survey in August 1995..
 JP0527
 JP0527.The geoid height was determined by GEOID03.
 JP0527
 JP0527.The dynamic height is computed by dividing the NAVD 88
 JP0527.geopotential number by the normal gravity value computed on the
 JP0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0527.degrees latitude (g = 980.6199 gals.).
 JP0527
 JP0527.The modeled gravity was interpolated from observed gravity values.
 JP0527
 JP0527;                    North         East    Units  Estimated Accuracy
 JP0527;SPC NV E     - 8,384,030.      267,000.      MT  (+/- 180 meters Scaled)
 JP0527
 JP0527                          SUPERSEDED SURVEY CONTROL
 JP0527
 JP0527.No superseded survey control is available for this station.
 JP0527
 JP0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC910312(NAD 83)
 JP0527_MARKER: DD = SURVEY DISK
 JP0527_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0527_SP_SET: COPPER-CLAD STEEL ROD
 JP0527_STAMPING: 77 DOR 1971 5359
 JP0527_MARK LOGO: USGS  
 JP0527_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0527
 JP0527  HISTORY     - Date     Condition        Report By
 JP0527  HISTORY     - 1971     MONUMENTED       USGS
 JP0527
 JP0527                          STATION DESCRIPTION
 JP0527
 JP0527'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0527'FROM THE POST OFFICE AT PIOCHE, PROCEED 13.7 MILES NORTH ALONG U S
 JP0527'HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 7.5 MILES WEST
 JP0527'TO A Y-ROAD NORTHWEST, THENCE 10.0 MILES NORTHWEST TO A ROAD
 JP0527'CROSSING, 150 FEET NORTH OF THE ROAD JUNCTION, 48 FEET WEST OF AND 1
 JP0527'FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, 3 FEET EAST OF A WITNESS
 JP0527'POST, ON A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 JP0527'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0658 ***********************************************************************
 JP0658  DESIGNATION -  77 DOR
 JP0658  PID         -  JP0658
 JP0658  STATE/COUNTY-  NV/LINCOLN
 JP0658  USGS QUAD   -  SCHOOLMARM BASIN (1973)
 JP0658
 JP0658                         *CURRENT SURVEY CONTROL
 JP0658  ___________________________________________________________________
 JP0658* NAD 83(1986)-  38 20 38.     (N)    114 28 21.     (W)     SCALED    
 JP0658* NAVD 88     -      1890.009  (meters)    6200.80   (feet)  ADJUSTED  
 JP0658  ___________________________________________________________________
 JP0658  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 JP0658  DYNAMIC HT  -        1887.874 (meters)    6193.80  (feet)  COMP
 JP0658  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 JP0658
 JP0658  VERT ORDER  -  SECOND    CLASS 0
 JP0658
 JP0658.The horizontal coordinates were scaled from a topographic map and have
 JP0658.an estimated accuracy of +/- 6 seconds.
 JP0658
 JP0658.The orthometric height was determined by differential leveling
 JP0658.and adjusted by the National Geodetic Survey in August 1995..
 JP0658
 JP0658.The geoid height was determined by GEOID03.
 JP0658
 JP0658.The dynamic height is computed by dividing the NAVD 88
 JP0658.geopotential number by the normal gravity value computed on the
 JP0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0658.degrees latitude (g = 980.6199 gals.).
 JP0658
 JP0658.The modeled gravity was interpolated from observed gravity values.
 JP0658
 JP0658;                    North         East    Units  Estimated Accuracy
 JP0658;SPC NV E     - 8,399,360.      297,100.      MT  (+/- 180 meters Scaled)
 JP0658
 JP0658                          SUPERSEDED SURVEY CONTROL
 JP0658
 JP0658.No superseded survey control is available for this station.
 JP0658
 JP0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC208469(NAD 83)
 JP0658_MARKER: DD = SURVEY DISK
 JP0658_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0658_SP_SET: COPPER-CLAD STEEL ROD
 JP0658_STAMPING: 77 DOR 1973 6197
 JP0658_MARK LOGO: USGS  
 JP0658_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0658
 JP0658  HISTORY     - Date     Condition        Report By
 JP0658  HISTORY     - 1973     MONUMENTED       USGS
 JP0658
 JP0658                          STATION DESCRIPTION
 JP0658
 JP0658'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0658'FROM THE POST OFFICE AT PIOCHE, PROCEED 29.4 MILES NORTH ALONG U S
 JP0658'HIGHWAY 93 TO A T-ROAD NORTHEAST TOWARD ATLANTA, THENCE 7.6 MILES
 JP0658'NORTHEAST, 100 FEET SOUTHEAST OF THE SOUTHEAST END OF A BLADED DRAIN,
 JP0658'40 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 10 FEET NORTH OF A
 JP0658'JUNIPER TREE,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL
 JP0658'ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0651 ***********************************************************************
 MU0651  DESIGNATION -  77 HEI
 MU0651  PID         -  MU0651
 MU0651  STATE/COUNTY-  NV/HUMBOLDT
 MU0651  USGS QUAD   -  THE KNOLLS (1980)
 MU0651
 MU0651                         *CURRENT SURVEY CONTROL
 MU0651  ___________________________________________________________________
 MU0651* NAD 83(1986)-  41 14 55.     (N)    117 06 46.     (W)     SCALED    
 MU0651* NAVD 88     -      1508.308  (meters)    4948.51   (feet)  POSTED    
 MU0651  ___________________________________________________________________
 MU0651  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 MU0651  DYNAMIC HT  -        1507.170 (meters)    4944.77  (feet)  COMP
 MU0651  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 MU0651
 MU0651  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0651
 MU0651.The horizontal coordinates were scaled from a topographic map and have
 MU0651.an estimated accuracy of +/- 6 seconds.
 MU0651
 MU0651.The orthometric height was determined by differential leveling
 MU0651.and adjusted by the National Geodetic Survey in 1992..
 MU0651.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0651.rate of 0.0 thru 1.0 mm/km.
 MU0651
 MU0651.The geoid height was determined by GEOID03.
 MU0651
 MU0651.The dynamic height is computed by dividing the NAVD 88
 MU0651.geopotential number by the normal gravity value computed on the
 MU0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0651.degrees latitude (g = 980.6199 gals.).
 MU0651
 MU0651.The modeled gravity was interpolated from observed gravity values.
 MU0651
 MU0651;                    North         East    Units  Estimated Accuracy
 MU0651;SPC NV W     - 4,722,300.      923,250.      MT  (+/- 180 meters Scaled)
 MU0651
 MU0651                          SUPERSEDED SURVEY CONTROL
 MU0651
 MU0651.No superseded survey control is available for this station.
 MU0651
 MU0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF905663(NAD 83)
 MU0651_MARKER: DD = SURVEY DISK
 MU0651_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0651_SP_SET: COPPER-CLAD STEEL ROD
 MU0651_STAMPING: 77 HEI 1974 4945
 MU0651_MARK LOGO: USGS  
 MU0651_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0651+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0651
 MU0651  HISTORY     - Date     Condition        Report By
 MU0651  HISTORY     - 1974     MONUMENTED       USGS
 MU0651
 MU0651                          STATION DESCRIPTION
 MU0651
 MU0651'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0651'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0651'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0651'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0651'TO A T-ROAD NORTH, THENCE 4.5 MILES NORTH, 31 FEET SOUTHEAST OF THE
 MU0651'CENTERLINE OF A DIRT ROAD, 2.5 FEET WEST OF A FENCE LINE, SET ON
 MU0651'COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE
 MU0651'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0545 ***********************************************************************
 KQ0545  DESIGNATION -  77 JRH 5695
 KQ0545  PID         -  KQ0545
 KQ0545  STATE/COUNTY-  NV/LANDER
 KQ0545  USGS QUAD   -  HALL CREEK NORTH (1986)
 KQ0545
 KQ0545                         *CURRENT SURVEY CONTROL
 KQ0545  ___________________________________________________________________
 KQ0545* NAD 83(1994)-  39 59 22.84222(N)    116 52 51.44118(W)     ADJUSTED  
 KQ0545* NAVD 88     -      1737.10   (+/-2cm)    5699.1    (feet)  VERTCON   
 KQ0545  ___________________________________________________________________
 KQ0545  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 KQ0545  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 KQ0545
 KQ0545  HORZ ORDER  -  SECOND
 KQ0545  VERT ORDER  -  THIRD ? (See Below)
 KQ0545
 KQ0545.The horizontal coordinates were established by classical geodetic methods
 KQ0545.and adjusted by the National Geodetic Survey in June 1998..
 KQ0545
 KQ0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0545.The vertical order pertains to the NGVD 29 superseded value.
 KQ0545
 KQ0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0545
 KQ0545.The geoid height was determined by GEOID03.
 KQ0545
 KQ0545;                    North         East     Units Scale Factor Converg.
 KQ0545;SPC NV C     - 6,581,488.486   481,700.085   MT  0.99990412   -0 08 15.8
 KQ0545;SPC NV C     -21,592,766.81  1,580,377.70   sFT  0.99990412   -0 08 15.8
 KQ0545;UTM  11      - 4,426,618.408   510,163.101   MT  0.99960127   +0 04 35.4
 KQ0545
 KQ0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0545!SPC NV C     -   0.99973089  x   0.99990412  =   0.99963503
 KQ0545!UTM  11      -   0.99973089  x   0.99960127  =   0.99933226
 KQ0545
 KQ0545|---------------------------------------------------------------------|
 KQ0545| PID    Reference Object                     Distance      Geod. Az  |
 KQ0545|                                                           dddmmss.s |
 KQ0545| DD5363 5695 RM 1                             8.645 METERS 03720     |
 KQ0545| DD5364 5695 RM 2                             8.640 METERS 11340     |
 KQ0545| DD5362 5695 AZ MK                                         1554203.8 |
 KQ0545|---------------------------------------------------------------------|
 KQ0545
 KQ0545                          SUPERSEDED SURVEY CONTROL
 KQ0545
 KQ0545  NAD 83(1986)-  39 59 22.84267(N)    116 52 51.42841(W) AD(       ) 2
 KQ0545  NAD 27      -  39 59 23.12190(N)    116 52 48.11290(W) AD(       ) 2
 KQ0545  NGVD 29 (07/19/86) 1735.90   (m)         5695.2    (f) LEVELING    3  
 KQ0545
 KQ0545.Superseded values are not recommended for survey control.
 KQ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0545.See file dsdata.txt to determine how the superseded data were derived.
 KQ0545
 KQ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE1016326618(NAD 83)
 KQ0545_MARKER: DB = BENCH MARK DISK
 KQ0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0545_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KQ0545
 KQ0545  HISTORY     - Date     Condition        Report By
 KQ0545  HISTORY     - 1958     MONUMENTED       USGS
 KQ0545
 KQ0545                          STATION DESCRIPTION
 KQ0545
 KQ0545'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (ILC)
 KQ0545'THE STATION IS LOCATED ABOUT 35 MILES AIRLINE, NORTHEAST OF
 KQ0545'AUSTIN, 18 MILES AIRLINE, SOUTHWEST OF CORTEZ AND 7 MILES
 KQ0545'AIRLINE, NORTH OF HALL CREEK RANCH ON A LOW SAGE COVERED HILL
 KQ0545'ON THE EAST EDGE OF CARICO LAKE VALLEY.
 KQ0545'
 KQ0545'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 KQ0545'NEVADA STATE HIGHWAY 8A ONE MILE WEST OF THE U.S. POST OFFICE IN
 KQ0545'AUSTIN, GO NORTH ON STATE HIGHWAY 8A FOR 26.0 MILES TO A SIDE
 KQ0545'ROAD ON THE RIGHT AT A SIGN HALL CREEK AND IOWA CANYON.  TURN
 KQ0545'RIGHT AND FOLLOW THE MAIN ROAD EAST FOR 2.2 MILES TO A FORKS AND
 KQ0545'SIGN HALL CREEK 9 MILES.  KEEP THE LEFT FORK AND FOLLOW THE MAIN
 KQ0545'ROAD 8.7 MILES TO A GATE AT THE ENTRANCE TO THE RANCH.  PASS
 KQ0545'THROUGH THE GATE, ACROSS TWO BRIDGES, AND CONTINUE NORTH,
 KQ0545'PASSING TO THE RIGHT OF A METAL SHED, FOR 0.2 MILE TO A WIRE
 KQ0545'GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHERLY FOR 6.8
 KQ0545'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT
 KQ0545'AHEAD FOR 0.6 MILE TO A FORKS.  KEEP THE RIGHT FORK AND
 KQ0545'CONTINUE FOR 0.1 MILE TO THE STATION ON THE LEFT.
 KQ0545'
 KQ0545'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 KQ0545'77 JRH 5695-1954 SET IN THE TOP OF A 10-INCH CONCRETE CYLINDER
 KQ0545'THAT PROJECTS 1 FOOT.  MARK IS 100 FEET NORTH OF A ROAD AND 4
 KQ0545'FEET EAST OF A WITNESS POST.
 KQ0545'
 KQ0545'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 KQ0545'BM 5695 NO 1 1958 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 KQ0545'MONUMENT THAT PROJECTS 6 INCHES ABOVE GROUND LEVEL.
 KQ0545'
 KQ0545'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 KQ0545'BM 5695 NO 2 1958 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 KQ0545'MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND LEVEL.
 KQ0545'
 KQ0545'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED BM 5695 1958
 KQ0545'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 KQ0545'PROJECTS 6 INCHES ABOVE GROUND LEVEL.  MARK IS 27 FEET EAST OF
 KQ0545'A ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0728 ***********************************************************************
 GS0728  DESIGNATION -  77 TJS
 GS0728  PID         -  GS0728
 GS0728  STATE/COUNTY-  NV/NYE
 GS0728  USGS QUAD   -  JACKASS FLATS (1983)
 GS0728
 GS0728                         *CURRENT SURVEY CONTROL
 GS0728  ___________________________________________________________________
 GS0728* NAD 83(1986)-  36 46 00.     (N)    116 16 12.     (W)     SCALED    
 GS0728* NAVD 88     -      1049.545  (meters)    3443.38   (feet)  ADJUSTED  
 GS0728  ___________________________________________________________________
 GS0728  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 GS0728  DYNAMIC HT  -        1048.415 (meters)    3439.67  (feet)  COMP
 GS0728  MODELED GRAV-     979,519.6   (mgal)                       NAVD 88
 GS0728
 GS0728  VERT ORDER  -  FIRST     CLASS I
 GS0728
 GS0728.The horizontal coordinates were scaled from a topographic map and have
 GS0728.an estimated accuracy of +/- 6 seconds.
 GS0728
 GS0728.The orthometric height was determined by differential leveling
 GS0728.and adjusted by the National Geodetic Survey in May 2004..
 GS0728
 GS0728.The geoid height was determined by GEOID03.
 GS0728
 GS0728.The dynamic height is computed by dividing the NAVD 88
 GS0728.geopotential number by the normal gravity value computed on the
 GS0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0728.degrees latitude (g = 980.6199 gals.).
 GS0728
 GS0728.The modeled gravity was interpolated from observed gravity values.
 GS0728
 GS0728;                    North         East    Units  Estimated Accuracy
 GS0728;SPC NV C     - 6,223,810.      535,410.      MT  (+/- 180 meters Scaled)
 GS0728
 GS0728                          SUPERSEDED SURVEY CONTROL
 GS0728
 GS0728  NAVD 88 (??/??/92) 1049.563  (m)         3443.44   (f) UNKNOWN     3 0
 GS0728  NGVD 29 (05/01/91) 1048.672  (m)         3440.52   (f) ADJUSTED    1 1
 GS0728
 GS0728.Superseded values are not recommended for survey control.
 GS0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0728.See file dsdata.txt to determine how the superseded data were derived.
 GS0728
 GS0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA651692(NAD 83)
 GS0728_MARKER: DB = BENCH MARK DISK
 GS0728_SETTING: 0 = UNSPECIFIED SETTING
 GS0728_STAMPING: 77 TJS 1983
 GS0728_MARK LOGO: USGS  
 GS0728_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0728
 GS0728  HISTORY     - Date     Condition        Report By
 GS0728  HISTORY     - 1983     MONUMENTED       USGS
 GS0728  HISTORY     - 1986     GOOD             USGS
 GS0728  HISTORY     - 1988     GOOD             USGS
 GS0728  HISTORY     - 19910529 GOOD             USGS
 GS0728  HISTORY     - 19930302 GOOD             USGS
 GS0728  HISTORY     - 19950313 GOOD             USGS
 GS0728
 GS0728                          STATION DESCRIPTION
 GS0728
 GS0728'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0728'32.4 KM (20.15 MI) NW FROM MERCURY.
 GS0728'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0728'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0728'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES TO A CURVE IN
 GS0728'THE ROAD AND A TRACK ROAD NORTHWEST, TURN LEFT ONTO THE TRACK ROAD
 GS0728'AND PROCEED NORTHWEST 0.95 MILES, 257 FEET NORTH OF THE ROAD.
 GS0728'THE MARK IS 8 FT  S FROM  A ROCK CAIRN
 GS0728
 GS0728                          STATION RECOVERY (1986)
 GS0728
 GS0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0728'RECOVERED IN GOOD CONDITION.
 GS0728
 GS0728                          STATION RECOVERY (1988)
 GS0728
 GS0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0728'RECOVERED IN GOOD CONDITION.
 GS0728
 GS0728                          STATION RECOVERY (1991)
 GS0728
 GS0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0728'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0728'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0728'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES TO A CURVE IN
 GS0728'THE ROAD AND A TRACK ROAD NORTHWEST, TURN LEFT ONTO THE TRACK ROAD
 GS0728'AND PROCEED NORTHWEST 0.95 MILE, 257 FEET NORTH OF THE ROAD.
 GS0728
 GS0728                          STATION RECOVERY (1993)
 GS0728
 GS0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0728'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0728'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0728'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES
 GS0728'(30.9 KM) TO A CURVE IN THE ROAD AND A TRACK ROAD NORTHWEST, TURN
 GS0728'LEFT ONTO THE TRACK ROAD AND PROCEED NORTHWEST 0.95 MILE (1.53 KM),
 GS0728'257 FEET (78.3 M) NORTH OF THE ROAD.
 GS0728
 GS0728                          STATION RECOVERY (1995)
 GS0728
 GS0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0728'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0682 ***********************************************************************
 MU0682  DESIGNATION -  78 BKC
 MU0682  PID         -  MU0682
 MU0682  STATE/COUNTY-  NV/ELKO
 MU0682  USGS QUAD   -  HUMBOLDT HILL (1973)
 MU0682
 MU0682                         *CURRENT SURVEY CONTROL
 MU0682  ___________________________________________________________________
 MU0682* NAD 83(1986)-  41 30 13.     (N)    116 59 13.     (W)     SCALED    
 MU0682* NAVD 88     -      1562.922  (meters)    5127.69   (feet)  POSTED    
 MU0682  ___________________________________________________________________
 MU0682  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 MU0682  DYNAMIC HT  -        1561.780 (meters)    5123.94  (feet)  COMP
 MU0682  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 MU0682
 MU0682  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0682
 MU0682.The horizontal coordinates were scaled from a topographic map and have
 MU0682.an estimated accuracy of +/- 6 seconds.
 MU0682
 MU0682.The orthometric height was determined by differential leveling
 MU0682.and adjusted by the National Geodetic Survey in 1992..
 MU0682.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0682.rate of 0.0 thru 1.0 mm/km.
 MU0682
 MU0682.The geoid height was determined by GEOID03.
 MU0682
 MU0682.The dynamic height is computed by dividing the NAVD 88
 MU0682.geopotential number by the normal gravity value computed on the
 MU0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0682.degrees latitude (g = 980.6199 gals.).
 MU0682
 MU0682.The modeled gravity was interpolated from observed gravity values.
 MU0682
 MU0682;                    North         East    Units  Estimated Accuracy
 MU0682;SPC NV E     - 8,750,520.       82,820.      MT  (+/- 180 meters Scaled)
 MU0682
 MU0682                          SUPERSEDED SURVEY CONTROL
 MU0682
 MU0682.No superseded survey control is available for this station.
 MU0682
 MU0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF010946(NAD 83)
 MU0682_MARKER: DD = SURVEY DISK
 MU0682_SETTING: 66 = SET IN ROCK OUTCROP
 MU0682_SP_SET: ROCK OUTCROP
 MU0682_STAMPING: 78 BKC 1973 5124
 MU0682_MARK LOGO: USGS  
 MU0682_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0682+STABILITY: POSITION/ELEVATION WELL
 MU0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0682+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0682
 MU0682  HISTORY     - Date     Condition        Report By
 MU0682  HISTORY     - 1974     MONUMENTED       USGS
 MU0682
 MU0682                          STATION DESCRIPTION
 MU0682
 MU0682'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0682'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0682'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0682'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0682'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0682'T-ROAD WEST, THENCE 27.8 MILES WEST ALONG A TRACK ROAD, 1.7 MILES
 MU0682'SOUTH AND 2.0 MILES NORTHEAST OF LITTLE HUMBOLDT RANCH, 19 FEET
 MU0682'NORTHWEST OF THE CENTERLINE OF THE ROAD, SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0526 ***********************************************************************
 JP0526  DESIGNATION -  78 DOR
 JP0526  PID         -  JP0526
 JP0526  STATE/COUNTY-  NV/LINCOLN
 JP0526  USGS QUAD   -  BAILEY WASH (1971)
 JP0526
 JP0526                         *CURRENT SURVEY CONTROL
 JP0526  ___________________________________________________________________
 JP0526* NAD 83(1986)-  38 11 41.     (N)    114 49 22.     (W)     SCALED    
 JP0526* NAVD 88     -      1624.858  (meters)    5330.89   (feet)  ADJUSTED  
 JP0526  ___________________________________________________________________
 JP0526  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 JP0526  DYNAMIC HT  -        1623.094 (meters)    5325.10  (feet)  COMP
 JP0526  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 JP0526
 JP0526  VERT ORDER  -  SECOND    CLASS 0
 JP0526
 JP0526.The horizontal coordinates were scaled from a topographic map and have
 JP0526.an estimated accuracy of +/- 6 seconds.
 JP0526
 JP0526.The orthometric height was determined by differential leveling
 JP0526.and adjusted by the National Geodetic Survey in August 1995..
 JP0526
 JP0526.The geoid height was determined by GEOID03.
 JP0526
 JP0526.The dynamic height is computed by dividing the NAVD 88
 JP0526.geopotential number by the normal gravity value computed on the
 JP0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0526.degrees latitude (g = 980.6199 gals.).
 JP0526
 JP0526.The modeled gravity was interpolated from observed gravity values.
 JP0526
 JP0526;                    North         East    Units  Estimated Accuracy
 JP0526;SPC NV E     - 8,382,490.      266,620.      MT  (+/- 180 meters Scaled)
 JP0526
 JP0526                          SUPERSEDED SURVEY CONTROL
 JP0526
 JP0526.No superseded survey control is available for this station.
 JP0526
 JP0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC906296(NAD 83)
 JP0526_MARKER: DD = SURVEY DISK
 JP0526_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0526_SP_SET: COPPER-CLAD STEEL ROD
 JP0526_STAMPING: 78 DOR 1971 5328
 JP0526_MARK LOGO: USGS  
 JP0526_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0526
 JP0526  HISTORY     - Date     Condition        Report By
 JP0526  HISTORY     - 1971     MONUMENTED       USGS
 JP0526
 JP0526                          STATION DESCRIPTION
 JP0526
 JP0526'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0526'FROM THE POST OFFICE AT PIOCHE, PROCEED 13.7 MILES NORTH ALONG U S
 JP0526'HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 7.5 MILES WEST
 JP0526'TO A Y-ROAD NORTHWEST, THENCE 10.0 MILES NORTHWEST TO A ROAD
 JP0526'CROSSING, THENCE 1.0 MILE SOUTH TO THE TOP OF A SLIGHT RISE, 0.3 MILE
 JP0526'NORTH OF A Y-ROAD SOUTHWEST, ABOUT 0.25 MILE WEST OF A DRY WASH, 44
 JP0526'FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A WITNESS
 JP0526'POST, ON A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A
 JP0526'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0659 ***********************************************************************
 JP0659  DESIGNATION -  78 DOR
 JP0659  PID         -  JP0659
 JP0659  STATE/COUNTY-  NV/LINCOLN
 JP0659  USGS QUAD   -  SCHOOLMARM BASIN (1973)
 JP0659
 JP0659                         *CURRENT SURVEY CONTROL
 JP0659  ___________________________________________________________________
 JP0659* NAD 83(1986)-  38 20 28.     (N)    114 29 14.     (W)     SCALED    
 JP0659* NAVD 88     -      1870.535  (meters)    6136.91   (feet)  ADJUSTED  
 JP0659  ___________________________________________________________________
 JP0659  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 JP0659  DYNAMIC HT  -        1868.428 (meters)    6130.00  (feet)  COMP
 JP0659  MODELED GRAV-     979,436.1   (mgal)                       NAVD 88
 JP0659
 JP0659  VERT ORDER  -  SECOND    CLASS 0
 JP0659
 JP0659.The horizontal coordinates were scaled from a topographic map and have
 JP0659.an estimated accuracy of +/- 6 seconds.
 JP0659
 JP0659.The orthometric height was determined by differential leveling
 JP0659.and adjusted by the National Geodetic Survey in August 1995..
 JP0659
 JP0659.The geoid height was determined by GEOID03.
 JP0659
 JP0659.The dynamic height is computed by dividing the NAVD 88
 JP0659.geopotential number by the normal gravity value computed on the
 JP0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0659.degrees latitude (g = 980.6199 gals.).
 JP0659
 JP0659.The modeled gravity was interpolated from observed gravity values.
 JP0659
 JP0659;                    North         East    Units  Estimated Accuracy
 JP0659;SPC NV E     - 8,399,030.      295,820.      MT  (+/- 180 meters Scaled)
 JP0659
 JP0659                          SUPERSEDED SURVEY CONTROL
 JP0659
 JP0659.No superseded survey control is available for this station.
 JP0659
 JP0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC196466(NAD 83)
 JP0659_MARKER: DD = SURVEY DISK
 JP0659_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0659_SP_SET: COPPER-CLAD STEEL ROD
 JP0659_STAMPING: 78 DOR 1973 6133
 JP0659_MARK LOGO: USGS  
 JP0659_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0659
 JP0659  HISTORY     - Date     Condition        Report By
 JP0659  HISTORY     - 1973     MONUMENTED       USGS
 JP0659
 JP0659                          STATION DESCRIPTION
 JP0659
 JP0659'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0659'FROM POST OFFICE IN PIOCHE, PROCEED 29.4 MILES NORTH ALONG U S HIGHWAY
 JP0659'93 TO A T-ROAD NORTHEAST TO ATLANTA, THENCE 6.7 MILES NORTHEAST,
 JP0659'0.8 MILE EAST OF A CATTLEGUARD, 36 FEET SOUTH OF THE CENTERLINE OF
 JP0659'ROAD, 4 FEET NORTH OF A JUNIPER TREE,  A 5/8 INCH COPPER COATED
 JP0659'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0653 ***********************************************************************
 MU0653  DESIGNATION -  78 HEI
 MU0653  PID         -  MU0653
 MU0653  STATE/COUNTY-  NV/HUMBOLDT
 MU0653  USGS QUAD   -  KENNY CREEK (1980)
 MU0653
 MU0653                         *CURRENT SURVEY CONTROL
 MU0653  ___________________________________________________________________
 MU0653* NAD 83(1986)-  41 15 49.     (N)    117 05 54.     (W)     SCALED    
 MU0653* NAVD 88     -      1537.133  (meters)    5043.08   (feet)  POSTED    
 MU0653  ___________________________________________________________________
 MU0653  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 MU0653  DYNAMIC HT  -        1535.970 (meters)    5039.26  (feet)  COMP
 MU0653  MODELED GRAV-     979,812.3   (mgal)                       NAVD 88
 MU0653
 MU0653  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0653
 MU0653.The horizontal coordinates were scaled from a topographic map and have
 MU0653.an estimated accuracy of +/- 6 seconds.
 MU0653
 MU0653.The orthometric height was determined by differential leveling
 MU0653.and adjusted by the National Geodetic Survey in 1992..
 MU0653.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0653.rate of 0.0 thru 1.0 mm/km.
 MU0653
 MU0653.The geoid height was determined by GEOID03.
 MU0653
 MU0653.The dynamic height is computed by dividing the NAVD 88
 MU0653.geopotential number by the normal gravity value computed on the
 MU0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0653.degrees latitude (g = 980.6199 gals.).
 MU0653
 MU0653.The modeled gravity was interpolated from observed gravity values.
 MU0653
 MU0653;                    North         East    Units  Estimated Accuracy
 MU0653;SPC NV W     - 4,723,980.      924,430.      MT  (+/- 180 meters Scaled)
 MU0653
 MU0653                          SUPERSEDED SURVEY CONTROL
 MU0653
 MU0653.No superseded survey control is available for this station.
 MU0653
 MU0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF917680(NAD 83)
 MU0653_MARKER: DD = SURVEY DISK
 MU0653_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0653_SP_SET: COPPER-CLAD STEEL ROD
 MU0653_STAMPING: 78 HEI 1974 5040
 MU0653_MARK LOGO: USGS  
 MU0653_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0653+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0653
 MU0653  HISTORY     - Date     Condition        Report By
 MU0653  HISTORY     - 1974     MONUMENTED       USGS
 MU0653
 MU0653                          STATION DESCRIPTION
 MU0653
 MU0653'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0653'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0653'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0653'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0653'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, 11.6 MILES SOUTH OF CHIMNEY
 MU0653'DAM, 60 FEET EAST OF THE CENTERLINE OF A MAIN ROAD RUNNING NORTH, 52
 MU0653'FEET SOUTH OF THE CENTER OF A GATE INTO A RANCH, 20 FEET EAST OF THE
 MU0653'CENTERLINE OF THE ROAD INTO A RANCH, 4 FEET WEST OF A FENCE LINE, SET
 MU0653'ON COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE
 MU0653'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0730 ***********************************************************************
 GS0730  DESIGNATION -  78 TJS
 GS0730  PID         -  GS0730
 GS0730  STATE/COUNTY-  NV/NYE
 GS0730  USGS QUAD   -  JACKASS FLATS (1983)
 GS0730
 GS0730                         *CURRENT SURVEY CONTROL
 GS0730  ___________________________________________________________________
 GS0730* NAD 83(1986)-  36 45 27.     (N)    116 15 35.     (W)     SCALED    
 GS0730* NAVD 88     -      1067.636  (meters)    3502.74   (feet)  ADJUSTED  
 GS0730  ___________________________________________________________________
 GS0730  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GS0730  DYNAMIC HT  -        1066.483 (meters)    3498.95  (feet)  COMP
 GS0730  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 GS0730
 GS0730  VERT ORDER  -  FIRST     CLASS I
 GS0730
 GS0730.The horizontal coordinates were scaled from a topographic map and have
 GS0730.an estimated accuracy of +/- 6 seconds.
 GS0730
 GS0730.The orthometric height was determined by differential leveling
 GS0730.and adjusted by the National Geodetic Survey in May 2004..
 GS0730
 GS0730.The geoid height was determined by GEOID03.
 GS0730
 GS0730.The dynamic height is computed by dividing the NAVD 88
 GS0730.geopotential number by the normal gravity value computed on the
 GS0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0730.degrees latitude (g = 980.6199 gals.).
 GS0730
 GS0730.The modeled gravity was interpolated from observed gravity values.
 GS0730
 GS0730;                    North         East    Units  Estimated Accuracy
 GS0730;SPC NV C     - 6,222,800.      536,330.      MT  (+/- 180 meters Scaled)
 GS0730
 GS0730                          SUPERSEDED SURVEY CONTROL
 GS0730
 GS0730  NAVD 88 (??/??/92) 1067.657  (m)         3502.80   (f) UNKNOWN     3 0
 GS0730  NGVD 29 (05/01/91) 1066.764  (m)         3499.87   (f) ADJUSTED    1 1
 GS0730
 GS0730.Superseded values are not recommended for survey control.
 GS0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0730.See file dsdata.txt to determine how the superseded data were derived.
 GS0730
 GS0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA660682(NAD 83)
 GS0730_MARKER: DB = BENCH MARK DISK
 GS0730_SETTING: 0 = UNSPECIFIED SETTING
 GS0730_STAMPING: 78 TJS 1983
 GS0730_MARK LOGO: USGS  
 GS0730_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0730
 GS0730  HISTORY     - Date     Condition        Report By
 GS0730  HISTORY     - 1983     MONUMENTED       USGS
 GS0730  HISTORY     - 1986     GOOD             USGS
 GS0730  HISTORY     - 1988     GOOD             USGS
 GS0730  HISTORY     - 19910530 GOOD             USGS
 GS0730  HISTORY     - 19930309 GOOD             USGS
 GS0730  HISTORY     - 19950313 GOOD             USGS
 GS0730
 GS0730                          STATION DESCRIPTION
 GS0730
 GS0730'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0730'30.9 KM (19.20 MI) NW FROM MERCURY.
 GS0730'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0730'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0730'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES TO A CURVE IN
 GS0730'THE ROAD, 224 FEET SOUTH OF THE SOUTHEAST OF THE CURVE, IN-LINE WITH
 GS0730'A TRACK ROAD NORTHEAST.
 GS0730'THE MARK IS 7 FT  S FROM  A ROCK CAIRN
 GS0730
 GS0730                          STATION RECOVERY (1986)
 GS0730
 GS0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0730'RECOVERED IN GOOD CONDITION.
 GS0730
 GS0730                          STATION RECOVERY (1988)
 GS0730
 GS0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0730'RECOVERED IN GOOD CONDITION.
 GS0730
 GS0730                          STATION RECOVERY (1991)
 GS0730
 GS0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0730'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0730'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0730'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES TO A CURVE IN
 GS0730'THE ROAD, 224 FEET SOUTH OF THE SOUTHEAST OF THE CURVE, IN-LINE WITH
 GS0730'A TRACK ROAD NORTHEAST.
 GS0730
 GS0730                          STATION RECOVERY (1993)
 GS0730
 GS0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0730'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0730'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0730'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES
 GS0730'(30.9 KM) TO A CURVE IN THE ROAD, 224 FEET (68.3 M) SOUTH OF THE
 GS0730'SOUTHEAST OF THE CURVE, IN-LINE WITH A TRACK ROAD NORTHEAST.
 GS0730
 GS0730                          STATION RECOVERY (1995)
 GS0730
 GS0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0730'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0347 ***********************************************************************
 LR0347  DESIGNATION -  79
 LR0347  PID         -  LR0347
 LR0347  STATE/COUNTY-  NV/HUMBOLDT
 LR0347  USGS QUAD   -  IRON POINT (1965)
 LR0347
 LR0347                         *CURRENT SURVEY CONTROL
 LR0347  ___________________________________________________________________
 LR0347* NAD 83(1986)-  40 54 33.     (N)    117 19 37.     (W)     SCALED    
 LR0347* NAVD 88     -      1440.590  (meters)    4726.34   (feet)  ADJUSTED  
 LR0347  ___________________________________________________________________
 LR0347  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 LR0347  DYNAMIC HT  -        1439.493 (meters)    4722.74  (feet)  COMP
 LR0347  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 LR0347
 LR0347  VERT ORDER  -  FIRST     CLASS II
 LR0347
 LR0347.The horizontal coordinates were scaled from a topographic map and have
 LR0347.an estimated accuracy of +/- 6 seconds.
 LR0347
 LR0347.The orthometric height was determined by differential leveling
 LR0347.and adjusted by the National Geodetic Survey in June 1991..
 LR0347
 LR0347.The geoid height was determined by GEOID03.
 LR0347
 LR0347.The dynamic height is computed by dividing the NAVD 88
 LR0347.geopotential number by the normal gravity value computed on the
 LR0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0347.degrees latitude (g = 980.6199 gals.).
 LR0347
 LR0347.The modeled gravity was interpolated from observed gravity values.
 LR0347
 LR0347;                    North         East    Units  Estimated Accuracy
 LR0347;SPC NV W     - 4,684,320.      905,840.      MT  (+/- 180 meters Scaled)
 LR0347
 LR0347                          SUPERSEDED SURVEY CONTROL
 LR0347
 LR0347  NGVD 29 (??/??/92) 1439.565  (m)         4722.97   (f) ADJ UNCH    1 2
 LR0347
 LR0347.Superseded values are not recommended for survey control.
 LR0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0347.See file dsdata.txt to determine how the superseded data were derived.
 LR0347
 LR0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF724287(NAD 83)
 LR0347_MARKER: DD = SURVEY DISK
 LR0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0347_STAMPING: BM I-001-3 (2) 79
 LR0347_MARK LOGO: NVDH  
 LR0347_PROJECTION: PROJECTING 6 CENTIMETERS
 LR0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0347+STABILITY: SURFACE MOTION
 LR0347
 LR0347  HISTORY     - Date     Condition        Report By
 LR0347  HISTORY     - UNK      MONUMENTED       NVDH
 LR0347  HISTORY     - 1958     GOOD             NGS
 LR0347  HISTORY     - 1984     GOOD             NGS
 LR0347
 LR0347                          STATION DESCRIPTION
 LR0347
 LR0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0347'8.85 MI E FROM GOLCONDA.
 LR0347'8.85 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0347'68.0 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 4.5 FEET NORTH OF A
 LR0347'METAL WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES
 LR0347'ABOVE GROUND SURFACE.
 LR0347
 LR0347                          STATION RECOVERY (1984)
 LR0347
 LR0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0347'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.6 KM
 LR0347'(9.75 MI) SOUTHEAST ALONG INTERSTATE 80 FROM THE MORRISON AVENUE
 LR0347'OVERPASS BRIDGE AT GOLCONDA, THENCE 0.15 KM (0.1 MI) SOUTHWEST ACROSS
 LR0347'COUNTRY, ON TOP OF A SHORT LOW CUT BANK FOR THE ABANDON US HIGHWAY 40,
 LR0347'20.7 METERS (68 FT) NORTHEAST OF THE CENTER OF THE OLD HIGHWAY.
 LR0347'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 LR0347'THE MARK IS 0.5 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0640 ***********************************************************************
 KR0640  DESIGNATION -  79 10
 KR0640  PID         -  KR0640
 KR0640  STATE/COUNTY-  NV/LYON
 KR0640  USGS QUAD   -  TWO TIPS (1985)
 KR0640
 KR0640                         *CURRENT SURVEY CONTROL
 KR0640  ___________________________________________________________________
 KR0640* NAD 83(1986)-  39 40 11.     (N)    119 08 25.     (W)     SCALED    
 KR0640* NAVD 88     -      1228.208  (meters)    4029.55   (feet)  ADJUSTED  
 KR0640  ___________________________________________________________________
 KR0640  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 KR0640  DYNAMIC HT  -        1227.164 (meters)    4026.12  (feet)  COMP
 KR0640  MODELED GRAV-     979,734.5   (mgal)                       NAVD 88
 KR0640
 KR0640  VERT ORDER  -  FIRST     CLASS II
 KR0640
 KR0640.The horizontal coordinates were scaled from a topographic map and have
 KR0640.an estimated accuracy of +/- 6 seconds.
 KR0640
 KR0640.The orthometric height was determined by differential leveling
 KR0640.and adjusted by the National Geodetic Survey in June 1991..
 KR0640
 KR0640.The geoid height was determined by GEOID03.
 KR0640
 KR0640.The dynamic height is computed by dividing the NAVD 88
 KR0640.geopotential number by the normal gravity value computed on the
 KR0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0640.degrees latitude (g = 980.6199 gals.).
 KR0640
 KR0640.The modeled gravity was interpolated from observed gravity values.
 KR0640
 KR0640;                    North         East    Units  Estimated Accuracy
 KR0640;SPC NV W     - 4,546,090.      752,220.      MT  (+/- 180 meters Scaled)
 KR0640
 KR0640                          SUPERSEDED SURVEY CONTROL
 KR0640
 KR0640  NGVD 29 (??/??/92) 1227.240  (m)         4026.37   (f) ADJ UNCH    1 2
 KR0640
 KR0640.Superseded values are not recommended for survey control.
 KR0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0640.See file dsdata.txt to determine how the superseded data were derived.
 KR0640
 KR0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD164932(NAD 83)
 KR0640_MARKER: DD = SURVEY DISK
 KR0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0640_SP_SET: CONCRETE POST
 KR0640_STAMPING: 79-10
 KR0640_MARK LOGO: NVDH  
 KR0640_PROJECTION: PROJECTING 5 CENTIMETERS
 KR0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0640+STABILITY: SURFACE MOTION
 KR0640
 KR0640  HISTORY     - Date     Condition        Report By
 KR0640  HISTORY     - UNK      MONUMENTED       NVDH
 KR0640  HISTORY     - 1958     GOOD             NGS
 KR0640  HISTORY     - 1986     GOOD             NGS
 KR0640
 KR0640                          STATION DESCRIPTION
 KR0640
 KR0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0640'8.0 MI NE FROM FERNLEY.
 KR0640'8.0 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0640'FERNLEY, 90.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN
 KR0640'A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 KR0640
 KR0640                          STATION RECOVERY (1986)
 KR0640
 KR0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0640'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0640'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0640'FERNLEY, THENCE 9.38 KM (5.86 MI) NORTHEAST ALONG I-80, 0.71 KM (0.45
 KR0640'MI) SOUTHWEST OF MILE POST 55, ABOUT 31.4 METERS (103 FT) NORTHWEST OF
 KR0640'THE CENTERLINE OF I-80 WESTBOUND, ABOUT 49.5 METERS (162 FT) WEST OF
 KR0640'THE NORTHWEST END OF A 36 INCH CONCRETE CULVERT, ABOUT 30.7 METERS
 KR0640'(101 FT) SOUTHEAST OF A RIGHT OF WAY FENCE.
 KR0640'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR0640'THE MARK IS ABOVE LEVEL WITH I-80 WESTBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0641 ***********************************************************************
 KR0641  DESIGNATION -  79 11
 KR0641  PID         -  KR0641
 KR0641  STATE/COUNTY-  NV/LYON
 KR0641  USGS QUAD   -  TWO TIPS (1985)
 KR0641
 KR0641                         *CURRENT SURVEY CONTROL
 KR0641  ___________________________________________________________________
 KR0641* NAD 83(1986)-  39 40 49.     (N)    119 07 34.     (W)     SCALED    
 KR0641* NAVD 88     -      1227.217  (meters)    4026.29   (feet)  ADJUSTED  
 KR0641  ___________________________________________________________________
 KR0641  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 KR0641  DYNAMIC HT  -        1226.178 (meters)    4022.89  (feet)  COMP
 KR0641  MODELED GRAV-     979,737.7   (mgal)                       NAVD 88
 KR0641
 KR0641  VERT ORDER  -  FIRST     CLASS II
 KR0641
 KR0641.The horizontal coordinates were scaled from a topographic map and have
 KR0641.an estimated accuracy of +/- 6 seconds.
 KR0641
 KR0641.The orthometric height was determined by differential leveling
 KR0641.and adjusted by the National Geodetic Survey in June 1991..
 KR0641
 KR0641.The geoid height was determined by GEOID03.
 KR0641
 KR0641.The dynamic height is computed by dividing the NAVD 88
 KR0641.geopotential number by the normal gravity value computed on the
 KR0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0641.degrees latitude (g = 980.6199 gals.).
 KR0641
 KR0641.The modeled gravity was interpolated from observed gravity values.
 KR0641
 KR0641;                    North         East    Units  Estimated Accuracy
 KR0641;SPC NV W     - 4,547,260.      753,440.      MT  (+/- 180 meters Scaled)
 KR0641
 KR0641                          SUPERSEDED SURVEY CONTROL
 KR0641
 KR0641  NGVD 29 (??/??/92) 1226.249  (m)         4023.12   (f) ADJ UNCH    1 2
 KR0641
 KR0641.Superseded values are not recommended for survey control.
 KR0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0641.See file dsdata.txt to determine how the superseded data were derived.
 KR0641
 KR0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD176944(NAD 83)
 KR0641_MARKER: DD = SURVEY DISK
 KR0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0641_SP_SET: CONCRETE POST
 KR0641_STAMPING: 79-11
 KR0641_MARK LOGO: NVDH  
 KR0641_PROJECTION: PROJECTING 5 CENTIMETERS
 KR0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0641+STABILITY: SURFACE MOTION
 KR0641
 KR0641  HISTORY     - Date     Condition        Report By
 KR0641  HISTORY     - UNK      MONUMENTED       NVDH
 KR0641  HISTORY     - 1958     GOOD             NGS
 KR0641  HISTORY     - 1986     GOOD             NGS
 KR0641
 KR0641                          STATION DESCRIPTION
 KR0641
 KR0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0641'9.05 MI NE FROM FERNLEY.
 KR0641'9.05 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0641'FERNLEY, 100.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN
 KR0641'A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 KR0641
 KR0641                          STATION RECOVERY (1986)
 KR0641
 KR0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0641'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0641'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0641'FERNLEY, THENCE 11.05 KM (6.9 MI) NORTHEAST ALONG I-80, 0.61 KM (0.38
 KR0641'MI) SOUTHWEST OF MILE POST 56, ABOUT 32.6 METERS (107 FT) NORTHWEST OF
 KR0641'THE CENTERLINE OF I-80 WESTBOUND, 29.2 METERS (96.0 FT) SOUTHEAST OF A
 KR0641'RIGHT OF WAY FENCE.
 KR0641'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR0641'THE MARK IS 0.8 M BELOW I-80 WESTBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0643 ***********************************************************************
 KR0643  DESIGNATION -  79 12
 KR0643  PID         -  KR0643
 KR0643  STATE/COUNTY-  NV/CHURCHILL
 KR0643  USGS QUAD   -  EAGLE ROCK (1985)
 KR0643
 KR0643                         *CURRENT SURVEY CONTROL
 KR0643  ___________________________________________________________________
 KR0643* NAD 83(1986)-  39 41 19.     (N)    119 06 51.     (W)     SCALED    
 KR0643* NAVD 88     -      1230.026  (meters)    4035.51   (feet)  ADJUSTED  
 KR0643  ___________________________________________________________________
 KR0643  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 KR0643  DYNAMIC HT  -        1228.984 (meters)    4032.09  (feet)  COMP
 KR0643  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 KR0643
 KR0643  VERT ORDER  -  FIRST     CLASS II
 KR0643
 KR0643.The horizontal coordinates were scaled from a topographic map and have
 KR0643.an estimated accuracy of +/- 6 seconds.
 KR0643
 KR0643.The orthometric height was determined by differential leveling
 KR0643.and adjusted by the National Geodetic Survey in June 1991..
 KR0643
 KR0643.The geoid height was determined by GEOID03.
 KR0643
 KR0643.The dynamic height is computed by dividing the NAVD 88
 KR0643.geopotential number by the normal gravity value computed on the
 KR0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0643.degrees latitude (g = 980.6199 gals.).
 KR0643
 KR0643.The modeled gravity was interpolated from observed gravity values.
 KR0643
 KR0643;                    North         East    Units  Estimated Accuracy
 KR0643;SPC NV W     - 4,548,180.      754,470.      MT  (+/- 180 meters Scaled)
 KR0643
 KR0643                          SUPERSEDED SURVEY CONTROL
 KR0643
 KR0643  NGVD 29 (??/??/92) 1229.054  (m)         4032.32   (f) ADJ UNCH    1 2
 KR0643
 KR0643.Superseded values are not recommended for survey control.
 KR0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0643.See file dsdata.txt to determine how the superseded data were derived.
 KR0643
 KR0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD187953(NAD 83)
 KR0643_MARKER: DD = SURVEY DISK
 KR0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0643_SP_SET: CONCRETE POST
 KR0643_STAMPING: 79-12
 KR0643_MARK LOGO: NVDH  
 KR0643_PROJECTION: PROJECTING 10 CENTIMETERS
 KR0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0643+STABILITY: SURFACE MOTION
 KR0643
 KR0643  HISTORY     - Date     Condition        Report By
 KR0643  HISTORY     - UNK      MONUMENTED       NVDH
 KR0643  HISTORY     - 1958     GOOD             NGS
 KR0643  HISTORY     - 1986     GOOD             NGS
 KR0643
 KR0643                          STATION DESCRIPTION
 KR0643
 KR0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0643'9.9 MI NE FROM FERNLEY.
 KR0643'9.9 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0643'FERNLEY, 89.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN
 KR0643'A ROUND CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND SURFACE.
 KR0643
 KR0643                          STATION RECOVERY (1986)
 KR0643
 KR0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0643'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0643'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0643'FERNLEY, THENCE 12.4 KM (7.7 MI) NORTHEAST ALONG I-80, 0.54 KM (0.34
 KR0643'MI) NORTHEAST OF MILE POST 56, ABOUT 100 YARDS NORTHEAST OF THE
 KR0643'SOUTHWEST END OF A LONG HIGHWAY CURVE, 29.3 METERS (96.0 FT) NORTHWEST
 KR0643'OF THE CENTERLINE OF I-80 WESTBOUND, ABOUT 32.6 METERS (107 FT)
 KR0643'SOUTHEAST OF A RIGHT OF WAY FENCE.
 KR0643'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 KR0643'THE MARK IS 0.4 M ABOVE I-80 WESTBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0647 ***********************************************************************
 KR0647  DESIGNATION -  79 13
 KR0647  PID         -  KR0647
 KR0647  STATE/COUNTY-  NV/LYON
 KR0647  USGS QUAD   -  EAGLE ROCK (1985)
 KR0647
 KR0647                         *CURRENT SURVEY CONTROL
 KR0647  ___________________________________________________________________
 KR0647* NAD 83(1986)-  39 41 30.     (N)    119 06 35.     (W)     SCALED    
 KR0647* NAVD 88     -      1227.915  (meters)    4028.58   (feet)  ADJUSTED  
 KR0647  ___________________________________________________________________
 KR0647  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 KR0647  DYNAMIC HT  -        1226.874 (meters)    4025.17  (feet)  COMP
 KR0647  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 KR0647
 KR0647  VERT ORDER  -  FIRST     CLASS II
 KR0647
 KR0647.The horizontal coordinates were scaled from a topographic map and have
 KR0647.an estimated accuracy of +/- 6 seconds.
 KR0647
 KR0647.The orthometric height was determined by differential leveling
 KR0647.and adjusted by the National Geodetic Survey in June 1991..
 KR0647
 KR0647.The geoid height was determined by GEOID03.
 KR0647
 KR0647.The dynamic height is computed by dividing the NAVD 88
 KR0647.geopotential number by the normal gravity value computed on the
 KR0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0647.degrees latitude (g = 980.6199 gals.).
 KR0647
 KR0647.The modeled gravity was interpolated from observed gravity values.
 KR0647
 KR0647;                    North         East    Units  Estimated Accuracy
 KR0647;SPC NV W     - 4,548,510.      754,850.      MT  (+/- 180 meters Scaled)
 KR0647
 KR0647                          SUPERSEDED SURVEY CONTROL
 KR0647
 KR0647  NGVD 29 (??/??/92) 1226.940  (m)         4025.39   (f) ADJ UNCH    1 2
 KR0647
 KR0647.Superseded values are not recommended for survey control.
 KR0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0647.See file dsdata.txt to determine how the superseded data were derived.
 KR0647
 KR0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD191956(NAD 83)
 KR0647_MARKER: DD = SURVEY DISK
 KR0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0647_SP_SET: CONCRETE POST
 KR0647_STAMPING: 79-13
 KR0647_MARK LOGO: NVDH  
 KR0647_PROJECTION: PROJECTING 5 CENTIMETERS
 KR0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0647+STABILITY: SURFACE MOTION
 KR0647
 KR0647  HISTORY     - Date     Condition        Report By
 KR0647  HISTORY     - UNK      MONUMENTED       NVDH
 KR0647  HISTORY     - 1958     GOOD             NGS
 KR0647  HISTORY     - 1986     GOOD             NGS
 KR0647
 KR0647                          STATION DESCRIPTION
 KR0647
 KR0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0647'10.2 MI NE FROM FERNLEY.
 KR0647'10.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0647'FERNLEY 80.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN A
 KR0647'ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 KR0647
 KR0647                          STATION RECOVERY (1986)
 KR0647
 KR0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0647'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0647'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0647'FERNLEY, THENCE 12.9 KM (8.0 MI) NORTHEAST ALONG I-80, 0.55 KM (0.34
 KR0647'MI) SOUTHWEST OF MILE POST 57, 26.5 METERS (87.0 FT) NORTHWEST OF THE
 KR0647'CENTERLINE OF THE WESTBOUND LANES, 16.6 METERS (54.5 FT) NORTHWEST OF
 KR0647'A CORNER POST FOR AN OFFSET IN THE RIGHT OF WAY FENCE, 4.1 METERS
 KR0647'(13.5 FT) NORTHEAST OF THE FENCE.
 KR0647'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 KR0647'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0648 ***********************************************************************
 KR0648  DESIGNATION -  79 14
 KR0648  PID         -  KR0648
 KR0648  STATE/COUNTY-  NV/LYON
 KR0648  USGS QUAD   -  EAGLE ROCK (1985)
 KR0648
 KR0648                         *CURRENT SURVEY CONTROL
 KR0648  ___________________________________________________________________
 KR0648* NAD 83(1986)-  39 42 06.     (N)    119 06 05.     (W)     SCALED    
 KR0648* NAVD 88     -      1227.314  (meters)    4026.61   (feet)  ADJUSTED  
 KR0648  ___________________________________________________________________
 KR0648  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 KR0648  DYNAMIC HT  -        1226.275 (meters)    4023.20  (feet)  COMP
 KR0648  MODELED GRAV-     979,737.7   (mgal)                       NAVD 88
 KR0648
 KR0648  VERT ORDER  -  SECOND    CLASS 0
 KR0648
 KR0648.The horizontal coordinates were scaled from a topographic map and have
 KR0648.an estimated accuracy of +/- 6 seconds.
 KR0648
 KR0648.The orthometric height was determined by differential leveling
 KR0648.and adjusted by the National Geodetic Survey in June 1991..
 KR0648
 KR0648.The geoid height was determined by GEOID03.
 KR0648
 KR0648.The dynamic height is computed by dividing the NAVD 88
 KR0648.geopotential number by the normal gravity value computed on the
 KR0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0648.degrees latitude (g = 980.6199 gals.).
 KR0648
 KR0648.The modeled gravity was interpolated from observed gravity values.
 KR0648
 KR0648;                    North         East    Units  Estimated Accuracy
 KR0648;SPC NV W     - 4,549,620.      755,570.      MT  (+/- 180 meters Scaled)
 KR0648
 KR0648                          SUPERSEDED SURVEY CONTROL
 KR0648
 KR0648  NGVD 29 (??/??/92) 1226.339  (m)         4023.41   (f) ADJ UNCH    2 0
 KR0648
 KR0648.Superseded values are not recommended for survey control.
 KR0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0648.See file dsdata.txt to determine how the superseded data were derived.
 KR0648
 KR0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD198967(NAD 83)
 KR0648_MARKER: DD = SURVEY DISK
 KR0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0648_STAMPING: 79-14
 KR0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0648+STABILITY: SURFACE MOTION
 KR0648
 KR0648  HISTORY     - Date     Condition        Report By
 KR0648  HISTORY     - UNK      MONUMENTED       NVDH
 KR0648  HISTORY     - 1958     GOOD             NGS
 KR0648  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0648
 KR0648                          STATION DESCRIPTION
 KR0648
 KR0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0648'10.95 MI NE FROM FERNLEY.
 KR0648'10.95 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0648'FERNLEY, 96.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 45.5
 KR0648'FEET NORTHEAST OF A RIGHT-OF-WAY MARKER POST, SET IN A ROUND CONCRETE
 KR0648'POST PROJECTING 5 INCHES ABOVE GROUND SURFACE.
 KR0648
 KR0648                          STATION RECOVERY (1986)
 KR0648
 KR0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0648'NOT RECOVERED. THE DESCRIBED LOCATION IS UNDER WATER AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0649 ***********************************************************************
 KR0649  DESIGNATION -  79 15
 KR0649  PID         -  KR0649
 KR0649  STATE/COUNTY-  NV/CHURCHILL
 KR0649  USGS QUAD   -  EAGLE ROCK (1985)
 KR0649
 KR0649                         *CURRENT SURVEY CONTROL
 KR0649  ___________________________________________________________________
 KR0649* NAD 83(1986)-  39 42 11.     (N)    119 06 01.     (W)     SCALED    
 KR0649* NAVD 88     -      1227.847  (meters)    4028.36   (feet)  ADJUSTED  
 KR0649  ___________________________________________________________________
 KR0649  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KR0649  DYNAMIC HT  -        1226.808 (meters)    4024.95  (feet)  COMP
 KR0649  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 KR0649
 KR0649  VERT ORDER  -  SECOND    CLASS 0
 KR0649
 KR0649.The horizontal coordinates were scaled from a topographic map and have
 KR0649.an estimated accuracy of +/- 6 seconds.
 KR0649
 KR0649.The orthometric height was determined by differential leveling
 KR0649.and adjusted by the National Geodetic Survey in June 1991..
 KR0649
 KR0649.The geoid height was determined by GEOID03.
 KR0649
 KR0649.The dynamic height is computed by dividing the NAVD 88
 KR0649.geopotential number by the normal gravity value computed on the
 KR0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0649.degrees latitude (g = 980.6199 gals.).
 KR0649
 KR0649.The modeled gravity was interpolated from observed gravity values.
 KR0649
 KR0649;                    North         East    Units  Estimated Accuracy
 KR0649;SPC NV W     - 4,549,770.      755,670.      MT  (+/- 180 meters Scaled)
 KR0649
 KR0649                          SUPERSEDED SURVEY CONTROL
 KR0649
 KR0649  NGVD 29 (??/??/92) 1226.872  (m)         4025.16   (f) ADJ UNCH    2 0
 KR0649
 KR0649.Superseded values are not recommended for survey control.
 KR0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0649.See file dsdata.txt to determine how the superseded data were derived.
 KR0649
 KR0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD199969(NAD 83)
 KR0649_MARKER: DD = SURVEY DISK
 KR0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0649_STAMPING: 79-15
 KR0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0649+STABILITY: SURFACE MOTION
 KR0649
 KR0649  HISTORY     - Date     Condition        Report By
 KR0649  HISTORY     - UNK      MONUMENTED       NVDH
 KR0649  HISTORY     - 1958     GOOD             NGS
 KR0649  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0649
 KR0649                          STATION DESCRIPTION
 KR0649
 KR0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0649'11.1 MI NE FROM FERNLEY.
 KR0649'11.1 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0649'FERNLEY, 220.0 FEET NORTH OF CENTER OF HIGHWAY AND T ROAD NORTHWEST,
 KR0649'102.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 37.0 FEET
 KR0649'NORTHEAST OF A LARGE SIGN BOARD, SET IN A ROUND CONCRETE POST
 KR0649'PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 KR0649
 KR0649                          STATION RECOVERY (1986)
 KR0649
 KR0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0649'NOT RECOVERED.  A BROKEN CONCRETE POST WAS FOUND AT THE DESCRIBED
 KR0649'LOCATION, THE DISK WAS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0650 ***********************************************************************
 KR0650  DESIGNATION -  79 16
 KR0650  PID         -  KR0650
 KR0650  STATE/COUNTY-  NV/CHURCHILL
 KR0650  USGS QUAD   -  EAGLE ROCK (1985)
 KR0650
 KR0650                         *CURRENT SURVEY CONTROL
 KR0650  ___________________________________________________________________
 KR0650* NAD 83(1986)-  39 42 54.     (N)    119 05 12.     (W)     SCALED    
 KR0650* NAVD 88     -      1229.474  (meters)    4033.70   (feet)  ADJUSTED  
 KR0650  ___________________________________________________________________
 KR0650  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 KR0650  DYNAMIC HT  -        1228.443 (meters)    4030.32  (feet)  COMP
 KR0650  MODELED GRAV-     979,745.6   (mgal)                       NAVD 88
 KR0650
 KR0650  VERT ORDER  -  FIRST     CLASS II
 KR0650
 KR0650.The horizontal coordinates were scaled from a topographic map and have
 KR0650.an estimated accuracy of +/- 6 seconds.
 KR0650
 KR0650.The orthometric height was determined by differential leveling
 KR0650.and adjusted by the National Geodetic Survey in June 1991..
 KR0650
 KR0650.The geoid height was determined by GEOID03.
 KR0650
 KR0650.The dynamic height is computed by dividing the NAVD 88
 KR0650.geopotential number by the normal gravity value computed on the
 KR0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0650.degrees latitude (g = 980.6199 gals.).
 KR0650
 KR0650.The modeled gravity was interpolated from observed gravity values.
 KR0650
 KR0650;                    North         East    Units  Estimated Accuracy
 KR0650;SPC NV W     - 4,551,090.      756,840.      MT  (+/- 180 meters Scaled)
 KR0650
 KR0650                          SUPERSEDED SURVEY CONTROL
 KR0650
 KR0650  NGVD 29 (??/??/92) 1228.505  (m)         4030.52   (f) ADJ UNCH    1 2
 KR0650
 KR0650.Superseded values are not recommended for survey control.
 KR0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0650.See file dsdata.txt to determine how the superseded data were derived.
 KR0650
 KR0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD211982(NAD 83)
 KR0650_MARKER: DD = SURVEY DISK
 KR0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0650_SP_SET: CONCRETE POST
 KR0650_STAMPING: 79-16
 KR0650_MARK LOGO: NVDH  
 KR0650_PROJECTION: PROJECTING 5 CENTIMETERS
 KR0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0650+STABILITY: SURFACE MOTION
 KR0650
 KR0650  HISTORY     - Date     Condition        Report By
 KR0650  HISTORY     - UNK      MONUMENTED       NVDH
 KR0650  HISTORY     - 1958     GOOD             NGS
 KR0650  HISTORY     - 1986     GOOD             NGS
 KR0650
 KR0650                          STATION DESCRIPTION
 KR0650
 KR0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0650'6.5 MI SW FROM BRADY HOT SPRINGS.
 KR0650'6.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0650'110.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0650'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 KR0650
 KR0650                          STATION RECOVERY (1986)
 KR0650
 KR0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0650'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0650'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0650'FERNLEY, THENCE 16.1 KM (10.0 MI) NORTHEAST ALONG I-80, 0.53 KM (0.33
 KR0650'MI) SOUTHWEST OF MILE POST 59, 30.2 METERS (99.0 FT) NORTHWEST OF THE
 KR0650'CENTERLINE OF THE EASTBOUND LANES, 11.3 METERS (37.0 FT) NORTHEAST OF
 KR0650'THE CENTER OF A TRACK ROAD BETWEEN THE 4 LANES.
 KR0650'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0650'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0654 ***********************************************************************
 KR0654  DESIGNATION -  79 17
 KR0654  PID         -  KR0654
 KR0654  STATE/COUNTY-  NV/CHURCHILL
 KR0654  USGS QUAD   -  EAGLE ROCK (1985)
 KR0654
 KR0654                         *CURRENT SURVEY CONTROL
 KR0654  ___________________________________________________________________
 KR0654* NAD 83(1986)-  39 43 21.     (N)    119 04 43.     (W)     SCALED    
 KR0654* NAVD 88     -      1229.865  (meters)    4034.98   (feet)  ADJUSTED  
 KR0654  ___________________________________________________________________
 KR0654  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 KR0654  DYNAMIC HT  -        1228.834 (meters)    4031.60  (feet)  COMP
 KR0654  MODELED GRAV-     979,745.2   (mgal)                       NAVD 88
 KR0654
 KR0654  VERT ORDER  -  FIRST     CLASS II
 KR0654
 KR0654.The horizontal coordinates were scaled from a topographic map and have
 KR0654.an estimated accuracy of +/- 6 seconds.
 KR0654
 KR0654.The orthometric height was determined by differential leveling
 KR0654.and adjusted by the National Geodetic Survey in June 1991..
 KR0654
 KR0654.The geoid height was determined by GEOID03.
 KR0654
 KR0654.The dynamic height is computed by dividing the NAVD 88
 KR0654.geopotential number by the normal gravity value computed on the
 KR0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0654.degrees latitude (g = 980.6199 gals.).
 KR0654
 KR0654.The modeled gravity was interpolated from observed gravity values.
 KR0654
 KR0654;                    North         East    Units  Estimated Accuracy
 KR0654;SPC NV W     - 4,551,920.      757,540.      MT  (+/- 180 meters Scaled)
 KR0654
 KR0654                          SUPERSEDED SURVEY CONTROL
 KR0654
 KR0654  NGVD 29 (??/??/92) 1228.892  (m)         4031.79   (f) ADJ UNCH    1 2
 KR0654
 KR0654.Superseded values are not recommended for survey control.
 KR0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0654.See file dsdata.txt to determine how the superseded data were derived.
 KR0654
 KR0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD218990(NAD 83)
 KR0654_MARKER: DD = SURVEY DISK
 KR0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0654_SP_SET: CONCRETE POST
 KR0654_STAMPING: 79-17
 KR0654_MARK LOGO: NVDH  
 KR0654_PROJECTION: PROJECTING 10 CENTIMETERS
 KR0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0654+STABILITY: SURFACE MOTION
 KR0654
 KR0654  HISTORY     - Date     Condition        Report By
 KR0654  HISTORY     - UNK      MONUMENTED       NVDH
 KR0654  HISTORY     - 1958     GOOD             NGS
 KR0654  HISTORY     - 1986     GOOD             NGS
 KR0654
 KR0654                          STATION DESCRIPTION
 KR0654
 KR0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0654'5.75 MI SW FROM BRADY HOT SPRINGS.
 KR0654'5.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0654'118.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0654'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND SURFACE.
 KR0654
 KR0654                          STATION RECOVERY (1986)
 KR0654
 KR0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0654'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0654'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0654'FERNLEY, THENCE 17.2 KM (10.7 MI) NORTHEAST ALONG I-80, 0.61 KM (0.38
 KR0654'MI) NORTHEAST OF MILE POST 59, 30.3 METERS (99.5 FT) NORTHWEST OF THE
 KR0654'CENTERLINE OF THE EASTBOUND LANES.
 KR0654'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0654'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0655 ***********************************************************************
 KR0655  DESIGNATION -  79 18
 KR0655  PID         -  KR0655
 KR0655  STATE/COUNTY-  NV/CHURCHILL
 KR0655  USGS QUAD   -  EAGLE ROCK (1985)
 KR0655
 KR0655                         *CURRENT SURVEY CONTROL
 KR0655  ___________________________________________________________________
 KR0655* NAD 83(1986)-  39 44 07.     (N)    119 03 55.     (W)     SCALED    
 KR0655* NAVD 88     -      1234.421  (meters)    4049.93   (feet)  ADJUSTED  
 KR0655  ___________________________________________________________________
 KR0655  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 KR0655  DYNAMIC HT  -        1233.380 (meters)    4046.51  (feet)  COMP
 KR0655  MODELED GRAV-     979,741.0   (mgal)                       NAVD 88
 KR0655
 KR0655  VERT ORDER  -  FIRST     CLASS II
 KR0655
 KR0655.The horizontal coordinates were scaled from a topographic map and have
 KR0655.an estimated accuracy of +/- 6 seconds.
 KR0655
 KR0655.The orthometric height was determined by differential leveling
 KR0655.and adjusted by the National Geodetic Survey in June 1991..
 KR0655
 KR0655.The geoid height was determined by GEOID03.
 KR0655
 KR0655.The dynamic height is computed by dividing the NAVD 88
 KR0655.geopotential number by the normal gravity value computed on the
 KR0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0655.degrees latitude (g = 980.6199 gals.).
 KR0655
 KR0655.The modeled gravity was interpolated from observed gravity values.
 KR0655
 KR0655;                    North         East    Units  Estimated Accuracy
 KR0655;SPC NV W     - 4,553,330.      758,690.      MT  (+/- 180 meters Scaled)
 KR0655
 KR0655                          SUPERSEDED SURVEY CONTROL
 KR0655
 KR0655  NGVD 29 (??/??/92) 1233.442  (m)         4046.72   (f) ADJ UNCH    1 2
 KR0655
 KR0655.Superseded values are not recommended for survey control.
 KR0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0655.See file dsdata.txt to determine how the superseded data were derived.
 KR0655
 KR0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE230004(NAD 83)
 KR0655_MARKER: DD = SURVEY DISK
 KR0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0655_SP_SET: CONCRETE POST
 KR0655_STAMPING: 79-18
 KR0655_MARK LOGO: NVDH  
 KR0655_PROJECTION: PROJECTING 8 CENTIMETERS
 KR0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0655+STABILITY: SURFACE MOTION
 KR0655
 KR0655  HISTORY     - Date     Condition        Report By
 KR0655  HISTORY     - UNK      MONUMENTED       NVDH
 KR0655  HISTORY     - 1958     GOOD             NGS
 KR0655  HISTORY     - 1986     GOOD             NGS
 KR0655
 KR0655                          STATION DESCRIPTION
 KR0655
 KR0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0655'4.6 MI SW FROM BRADY HOT SPRINGS.
 KR0655'4.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0655'103.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 41.0 FEET
 KR0655'NORTHEAST OF A DIRT ROAD, SET IN A ROUND CONCRETE POST PROJECTING 3
 KR0655'INCHES ABOVE GROUND SURFACE.
 KR0655
 KR0655                          STATION RECOVERY (1986)
 KR0655
 KR0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0655'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0655'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0655'FERNLEY, THENCE 19.0 KM (11.8 MI) NORTHEAST ALONG I-80, 0.74 KM (0.46
 KR0655'MI) SOUTHWEST OF MILE POST 61, 29.3 METERS (96.0 FT) NORTHWEST OF THE
 KR0655'CENTERLINE OF THE EASTBOUND LANES, 15.5 METERS (51.0 FT) NORTHEAST OF
 KR0655'THE CENTER OF A TRACK ROAD.
 KR0655'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0655'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0659 ***********************************************************************
 KR0659  DESIGNATION -  79 19
 KR0659  PID         -  KR0659
 KR0659  STATE/COUNTY-  NV/CHURCHILL
 KR0659  USGS QUAD   -  EAGLE ROCK (1985)
 KR0659
 KR0659                         *CURRENT SURVEY CONTROL
 KR0659  ___________________________________________________________________
 KR0659* NAD 83(1986)-  39 44 16.     (N)    119 03 44.     (W)     SCALED    
 KR0659* NAVD 88     -      1233.546  (meters)    4047.06   (feet)  ADJUSTED  
 KR0659  ___________________________________________________________________
 KR0659  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 KR0659  DYNAMIC HT  -        1232.507 (meters)    4043.65  (feet)  COMP
 KR0659  MODELED GRAV-     979,741.0   (mgal)                       NAVD 88
 KR0659
 KR0659  VERT ORDER  -  FIRST     CLASS II
 KR0659
 KR0659.The horizontal coordinates were scaled from a topographic map and have
 KR0659.an estimated accuracy of +/- 6 seconds.
 KR0659
 KR0659.The orthometric height was determined by differential leveling
 KR0659.and adjusted by the National Geodetic Survey in June 1991..
 KR0659
 KR0659.The geoid height was determined by GEOID03.
 KR0659
 KR0659.The dynamic height is computed by dividing the NAVD 88
 KR0659.geopotential number by the normal gravity value computed on the
 KR0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0659.degrees latitude (g = 980.6199 gals.).
 KR0659
 KR0659.The modeled gravity was interpolated from observed gravity values.
 KR0659
 KR0659;                    North         East    Units  Estimated Accuracy
 KR0659;SPC NV W     - 4,553,610.      758,950.      MT  (+/- 180 meters Scaled)
 KR0659
 KR0659                          SUPERSEDED SURVEY CONTROL
 KR0659
 KR0659  NGVD 29 (??/??/92) 1232.564  (m)         4043.84   (f) ADJ UNCH    1 2
 KR0659
 KR0659.Superseded values are not recommended for survey control.
 KR0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0659.See file dsdata.txt to determine how the superseded data were derived.
 KR0659
 KR0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE232006(NAD 83)
 KR0659_MARKER: DD = SURVEY DISK
 KR0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0659_SP_SET: CONCRETE POST
 KR0659_STAMPING: 79-19
 KR0659_MARK LOGO: NVDH  
 KR0659_PROJECTION: FLUSH
 KR0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0659+STABILITY: SURFACE MOTION
 KR0659
 KR0659  HISTORY     - Date     Condition        Report By
 KR0659  HISTORY     - UNK      MONUMENTED       NVDH
 KR0659  HISTORY     - 1958     GOOD             NGS
 KR0659  HISTORY     - 1986     GOOD             NGS
 KR0659
 KR0659                          STATION DESCRIPTION
 KR0659
 KR0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0659'4.35 MI SW FROM BRADY HOT SPRINGS.
 KR0659'4.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS,
 KR0659'150.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN A ROUND
 KR0659'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 KR0659
 KR0659                          STATION RECOVERY (1986)
 KR0659
 KR0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0659'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0659'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0659'FERNLEY, THENCE 19.4 KM (12.1 MI) NORTHEAST ALONG I-80, 0.36 KM (0.22
 KR0659'MI) SOUTHWEST OF MILE POST 61, 29.9 METERS (98.0 FT) NORTHWEST OF THE
 KR0659'CENTERLINE OF THE EASTBOUND LANES, 7.3 METERS (24.0 FT) SOUTHEAST OF
 KR0659'THE CENTER OF A TRACK ROAD.
 KR0659'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0659'THE MARK IS ABOVE LEVEL WITH THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0629 ***********************************************************************
 KR0629  DESIGNATION -  79 2
 KR0629  PID         -  KR0629
 KR0629  STATE/COUNTY-  NV/LYON
 KR0629  USGS QUAD   -  FERNLEY EAST (1985)
 KR0629
 KR0629                         *CURRENT SURVEY CONTROL
 KR0629  ___________________________________________________________________
 KR0629* NAD 83(1994)-  39 37 28.17355(N)    119 12 00.42666(W)     ADJUSTED  
 KR0629* NAVD 88     -      1270.491  (meters)    4168.27   (feet)  ADJUSTED  
 KR0629  ___________________________________________________________________
 KR0629  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 KR0629  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 KR0629  DYNAMIC HT  -        1269.399 (meters)    4164.69  (feet)  COMP
 KR0629  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 KR0629
 KR0629  HORZ ORDER  -  SECOND
 KR0629  VERT ORDER  -  SECOND    CLASS 0
 KR0629
 KR0629.The horizontal coordinates were established by classical geodetic methods
 KR0629.and adjusted by the National Geodetic Survey in June 1998..
 KR0629
 KR0629.The orthometric height was determined by differential leveling
 KR0629.and adjusted by the National Geodetic Survey in June 1991..
 KR0629
 KR0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0629
 KR0629.The geoid height was determined by GEOID03.
 KR0629
 KR0629.The dynamic height is computed by dividing the NAVD 88
 KR0629.geopotential number by the normal gravity value computed on the
 KR0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0629.degrees latitude (g = 980.6199 gals.).
 KR0629
 KR0629.The modeled gravity was interpolated from observed gravity values.
 KR0629
 KR0629;                    North         East     Units Scale Factor Converg.
 KR0629;SPC NV W     - 4,541,105.408   747,048.068   MT  0.99993451   -0 23 36.1
 KR0629;SPC NV W     -14,898,609.99  2,450,940.20   sFT  0.99993451   -0 23 36.1
 KR0629;UTM  11      - 4,388,393.771   311,165.132   MT  1.00003904   -1 24 12.8
 KR0629
 KR0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0629!SPC NV W     -   0.99980450  x   0.99993451  =   0.99973903
 KR0629!UTM  11      -   0.99980450  x   1.00003904  =   0.99984354
 KR0629
 KR0629:                Primary Azimuth Mark                     Grid Az
 KR0629:SPC NV W     -  TURN NOSE=TURN                           037 22 05.1
 KR0629:UTM  11      -  TURN NOSE=TURN                           038 22 41.8
 KR0629
 KR0629|---------------------------------------------------------------------|
 KR0629| PID    Reference Object                     Distance      Geod. Az  |
 KR0629|                                                           dddmmss.s |
 KR0629| KR1578 TURN NOSE=TURN                      APPROX. 0.6 KM 0365829.0 |
 KR0629| KR1576 4169.0 SP                            90.500 METERS 31232     |
 KR0629| KR1577 CHURCHILL LYON WASHOE CO MON        101.950 METERS 32310     |
 KR0629|---------------------------------------------------------------------|
 KR0629
 KR0629                          SUPERSEDED SURVEY CONTROL
 KR0629
 KR0629  NAD 83(1992)-  39 37 28.17866(N)    119 12 00.41313(W) AD(       ) 2
 KR0629  NAD 83(1986)-  39 37 28.17770(N)    119 12 00.40904(W) AD(       ) 2
 KR0629  NAD 27      -  39 37 28.49140(N)    119 11 56.81050(W) AD(       ) 2
 KR0629  NGVD 29 (??/??/92) 1269.516  (m)         4165.07   (f) ADJ UNCH    2 0
 KR0629
 KR0629.Superseded values are not recommended for survey control.
 KR0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0629.See file dsdata.txt to determine how the superseded data were derived.
 KR0629
 KR0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD1116588394(NAD 83)
 KR0629_MARKER: DD = SURVEY DISK
 KR0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0629_STAMPING: 79-2
 KR0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0629+STABILITY: SURFACE MOTION
 KR0629
 KR0629  HISTORY     - Date     Condition        Report By
 KR0629  HISTORY     - 1958     MONUMENTED       CGS
 KR0629  HISTORY     - 1958     GOOD             NGS
 KR0629  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0629
 KR0629                          STATION DESCRIPTION
 KR0629
 KR0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR0629'THE STATION IS 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 95 AND
 KR0629'40 FROM THEIR JUNCTION AT THE EAST SIDE OF FERNLEY.  96 FEET
 KR0629'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTH OF
 KR0629'A METAL WITNESS POST AND ABOUT 100 YARDS SOUTHWEST OF AN OLD
 KR0629'RAILROAD GRADE AND ROAD.
 KR0629'
 KR0629'THE MARK IS A NEVADA STATE SURVEY BRONZE DISK SET IN A ROUND
 KR0629'CONCRETE POST PROJECTING ABOUT 6 INCHES.  STAMPED 79-2.
 KR0629'
 KR0629'PREVIOUSLY DESCRIBED AS FOURTY 79-2 (NHD) IN 1951, NO GEOGRAPHIC
 KR0629'POSITION DETERMINED.
 KR0629
 KR0629                          STATION RECOVERY (1958)
 KR0629
 KR0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KR0629'3.35 MI NE FROM FERNLEY.
 KR0629'3.35 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0629'FERNLEY, 97.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.0
 KR0629'FEET NORTHEAST OF A WITNESS POST, SET IN A ROUND CONCRETE POST
 KR0629'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 KR0629
 KR0629                          STATION RECOVERY (1986)
 KR0629
 KR0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0629'NOT RECOVERED.  BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0660 ***********************************************************************
 KR0660  DESIGNATION -  79 20
 KR0660  PID         -  KR0660
 KR0660  STATE/COUNTY-  NV/LYON
 KR0660  USGS QUAD   -  EAGLE ROCK (1985)
 KR0660
 KR0660                         *CURRENT SURVEY CONTROL
 KR0660  ___________________________________________________________________
 KR0660* NAD 83(1986)-  39 44 22.     (N)    119 03 39.     (W)     SCALED    
 KR0660* NAVD 88     -      1233.602  (meters)    4047.24   (feet)  ADJUSTED  
 KR0660  ___________________________________________________________________
 KR0660  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 KR0660  DYNAMIC HT  -        1232.562 (meters)    4043.83  (feet)  COMP
 KR0660  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 KR0660
 KR0660  VERT ORDER  -  FIRST     CLASS II
 KR0660
 KR0660.The horizontal coordinates were scaled from a topographic map and have
 KR0660.an estimated accuracy of +/- 6 seconds.
 KR0660
 KR0660.The orthometric height was determined by differential leveling
 KR0660.and adjusted by the National Geodetic Survey in June 1991..
 KR0660
 KR0660.The geoid height was determined by GEOID03.
 KR0660
 KR0660.The dynamic height is computed by dividing the NAVD 88
 KR0660.geopotential number by the normal gravity value computed on the
 KR0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0660.degrees latitude (g = 980.6199 gals.).
 KR0660
 KR0660.The modeled gravity was interpolated from observed gravity values.
 KR0660
 KR0660;                    North         East    Units  Estimated Accuracy
 KR0660;SPC NV W     - 4,553,790.      759,070.      MT  (+/- 180 meters Scaled)
 KR0660
 KR0660                          SUPERSEDED SURVEY CONTROL
 KR0660
 KR0660  NGVD 29 (??/??/92) 1232.619  (m)         4044.02   (f) ADJ UNCH    1 2
 KR0660
 KR0660.Superseded values are not recommended for survey control.
 KR0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0660.See file dsdata.txt to determine how the superseded data were derived.
 KR0660
 KR0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE234008(NAD 83)
 KR0660_MARKER: DD = SURVEY DISK
 KR0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0660_SP_SET: CONCRETE POST
 KR0660_STAMPING: 79-20
 KR0660_MARK LOGO: NVDH  
 KR0660_PROJECTION: PROJECTING 15 CENTIMETERS
 KR0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0660+STABILITY: SURFACE MOTION
 KR0660
 KR0660  HISTORY     - Date     Condition        Report By
 KR0660  HISTORY     - UNK      MONUMENTED       NVDH
 KR0660  HISTORY     - 1958     GOOD             NGS
 KR0660  HISTORY     - 1986     GOOD             NGS
 KR0660
 KR0660                          STATION DESCRIPTION
 KR0660
 KR0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0660'4.25 MI SW FROM BRADY HOT SPRINGS.
 KR0660'4.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS 0.1
 KR0660'MILE SOUTHWEST OF THE LYON-CHURCHILL COUNTY LINE, 110.0 FEET NORTHWEST
 KR0660'OF THE CENTER LINE OF THE HIGHWAY, SET IN A ROUND CONCRETE POST
 KR0660'PROJECTING 8 INCHES ABOVE GROUND SURFACE.
 KR0660
 KR0660                          STATION RECOVERY (1986)
 KR0660
 KR0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0660'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0660'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0660'FERNLEY, THENCE 19.6 KM (12.2 MI) NORTHEAST ALONG I-80, 0.15 KM (0.10
 KR0660'MI) SOUTHWEST OF MILE POST 61, ABOUT 31.4 METERS (103 FT) NORTHWEST OF
 KR0660'THE CENTERLINE OF THE EASTBOUND LANES, 15.2 METERS (50.0 FT) SOUTHWEST
 KR0660'OF THE CENTER OF A TRACK ROAD BETWEEN THE 4 LANES.
 KR0660'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR0660'THE MARK IS 0.4 M BELOW THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0633 ***********************************************************************
 KR0633  DESIGNATION -  79 6
 KR0633  PID         -  KR0633
 KR0633  STATE/COUNTY-  NV/LYON
 KR0633  USGS QUAD   -  TWO TIPS (1985)
 KR0633
 KR0633                         *CURRENT SURVEY CONTROL
 KR0633  ___________________________________________________________________
 KR0633* NAD 83(1986)-  39 38 36.     (N)    119 10 32.     (W)     SCALED    
 KR0633* NAVD 88     -      1249.228  (meters)    4098.51   (feet)  ADJUSTED  
 KR0633  ___________________________________________________________________
 KR0633  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR0633  DYNAMIC HT  -        1248.156 (meters)    4094.99  (feet)  COMP
 KR0633  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 KR0633
 KR0633  VERT ORDER  -  FIRST     CLASS II
 KR0633
 KR0633.The horizontal coordinates were scaled from a topographic map and have
 KR0633.an estimated accuracy of +/- 6 seconds.
 KR0633
 KR0633.The orthometric height was determined by differential leveling
 KR0633.and adjusted by the National Geodetic Survey in June 1991..
 KR0633
 KR0633.The geoid height was determined by GEOID03.
 KR0633
 KR0633.The dynamic height is computed by dividing the NAVD 88
 KR0633.geopotential number by the normal gravity value computed on the
 KR0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0633.degrees latitude (g = 980.6199 gals.).
 KR0633
 KR0633.The modeled gravity was interpolated from observed gravity values.
 KR0633
 KR0633;                    North         East    Units  Estimated Accuracy
 KR0633;SPC NV W     - 4,543,180.      749,170.      MT  (+/- 180 meters Scaled)
 KR0633
 KR0633                          SUPERSEDED SURVEY CONTROL
 KR0633
 KR0633  NGVD 29 (??/??/92) 1248.251  (m)         4095.30   (f) ADJ UNCH    1 2
 KR0633
 KR0633.Superseded values are not recommended for survey control.
 KR0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0633.See file dsdata.txt to determine how the superseded data were derived.
 KR0633
 KR0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD133904(NAD 83)
 KR0633_MARKER: DD = SURVEY DISK
 KR0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0633_SP_SET: CONCRETE POST
 KR0633_STAMPING: 79-6
 KR0633_MARK LOGO: NVDH  
 KR0633_PROJECTION: FLUSH
 KR0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0633+STABILITY: SURFACE MOTION
 KR0633
 KR0633  HISTORY     - Date     Condition        Report By
 KR0633  HISTORY     - UNK      MONUMENTED       NVDH
 KR0633  HISTORY     - 1958     GOOD             NGS
 KR0633  HISTORY     - 1986     GOOD             NGS
 KR0633
 KR0633                          STATION DESCRIPTION
 KR0633
 KR0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0633'5.35 MI NE FROM FERNLEY.
 KR0633'5.35 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0633'FERNLEY, 98.2 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.7
 KR0633'FEET SOUTH OF A RIGHT-OF-WAY MARKER POST, SET IN A ROUND CONCRETE POST
 KR0633'PROJECTING 1 INCH ABOVE GROUND SURFACE.
 KR0633
 KR0633                          STATION RECOVERY (1986)
 KR0633
 KR0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0633'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0633'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0633'FERNLEY, THENCE 5.11 KM (3.19 MI) NORTHEAST ALONG INTERSTATE HIGHWAY
 KR0633'80, 0.18 KM (0.11 MI) SOUTHWEST OF MILEPOST 52, 31.8 METERS (104.5 FT)
 KR0633'NORTHWEST OF THE CENTERLINE OF I-80 WESTBOUND, 23.7 METERS (78.0 FT)
 KR0633'NORTHEAST OF THE NORTHEAST EDGE OF A GRAVEL TURNOUT, 13.5 METERS
 KR0633'(44.5 FT) SOUTHEAST OF AN OFFSET CORNER POST IN THE RIGHT OF WAY
 KR0633'FENCE.
 KR0633'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0633'THE MARK IS 0.3 M BELOW I-80 WESTBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0634 ***********************************************************************
 KR0634  DESIGNATION -  79 7
 KR0634  PID         -  KR0634
 KR0634  STATE/COUNTY-  NV/LYON
 KR0634  USGS QUAD   -  TWO TIPS (1985)
 KR0634
 KR0634                         *CURRENT SURVEY CONTROL
 KR0634  ___________________________________________________________________
 KR0634* NAD 83(1986)-  39 38 42.     (N)    119 10 26.     (W)     SCALED    
 KR0634* NAVD 88     -      1248.180  (meters)    4095.07   (feet)  ADJUSTED  
 KR0634  ___________________________________________________________________
 KR0634  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR0634  DYNAMIC HT  -        1247.108 (meters)    4091.55  (feet)  COMP
 KR0634  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 KR0634
 KR0634  VERT ORDER  -  FIRST     CLASS II
 KR0634
 KR0634.The horizontal coordinates were scaled from a topographic map and have
 KR0634.an estimated accuracy of +/- 6 seconds.
 KR0634
 KR0634.The orthometric height was determined by differential leveling
 KR0634.and adjusted by the National Geodetic Survey in June 1991..
 KR0634
 KR0634.The geoid height was determined by GEOID03.
 KR0634
 KR0634.The dynamic height is computed by dividing the NAVD 88
 KR0634.geopotential number by the normal gravity value computed on the
 KR0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0634.degrees latitude (g = 980.6199 gals.).
 KR0634
 KR0634.The modeled gravity was interpolated from observed gravity values.
 KR0634
 KR0634;                    North         East    Units  Estimated Accuracy
 KR0634;SPC NV W     - 4,543,370.      749,320.      MT  (+/- 180 meters Scaled)
 KR0634
 KR0634                          SUPERSEDED SURVEY CONTROL
 KR0634
 KR0634  NGVD 29 (??/??/92) 1247.196  (m)         4091.84   (f) ADJ UNCH    1 2
 KR0634
 KR0634.Superseded values are not recommended for survey control.
 KR0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0634.See file dsdata.txt to determine how the superseded data were derived.
 KR0634
 KR0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD134906(NAD 83)
 KR0634_MARKER: DD = SURVEY DISK
 KR0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0634_SP_SET: CONCRETE POST
 KR0634_STAMPING: 79-7
 KR0634_MARK LOGO: NVDH  
 KR0634_PROJECTION: PROJECTING 5 CENTIMETERS
 KR0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0634+STABILITY: SURFACE MOTION
 KR0634
 KR0634  HISTORY     - Date     Condition        Report By
 KR0634  HISTORY     - UNK      MONUMENTED       NVDH
 KR0634  HISTORY     - 1958     GOOD             NGS
 KR0634  HISTORY     - 1986     GOOD             NGS
 KR0634
 KR0634                          STATION DESCRIPTION
 KR0634
 KR0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0634'5.5 MI NE FROM FERNLEY.
 KR0634'5.5 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0634'FERNLEY, 94.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 KR0634'8.0 FEET HIGHER THAN THE HIGHWAY, SET IN A ROUND CONCRETE POST
 KR0634'PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 KR0634
 KR0634                          STATION RECOVERY (1986)
 KR0634
 KR0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0634'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0634'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0634'FERNLEY, THENCE 5.34 KM (3.34 MI) NORTHEAST ALONG INTERSTATE HIGHWAY
 KR0634'80, 60.7 METERS (199 FT) NORTHEAST OF MILEPOST 52, 31.1 METERS
 KR0634'(102 FT) NORTHWEST OF THE CENTERLINE OF I-80 WESTBOUND, 31.1 METERS
 KR0634'(102 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 KR0634'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0634'THE MARK IS 2.0 M ABOVE I-80 WESTBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0635 ***********************************************************************
 KR0635  DESIGNATION -  79 8
 KR0635  PID         -  KR0635
 KR0635  STATE/COUNTY-  NV/LYON
 KR0635  USGS QUAD   -  TWO TIPS (1985)
 KR0635
 KR0635                         *CURRENT SURVEY CONTROL
 KR0635  ___________________________________________________________________
 KR0635* NAD 83(1986)-  39 39 23.     (N)    119 09 32.     (W)     SCALED    
 KR0635* NAVD 88     -      1228.646  (meters)    4030.98   (feet)  ADJUSTED  
 KR0635  ___________________________________________________________________
 KR0635  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR0635  DYNAMIC HT  -        1227.605 (meters)    4027.57  (feet)  COMP
 KR0635  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 KR0635
 KR0635  VERT ORDER  -  FIRST     CLASS II
 KR0635
 KR0635.The horizontal coordinates were scaled from a topographic map and have
 KR0635.an estimated accuracy of +/- 6 seconds.
 KR0635
 KR0635.The orthometric height was determined by differential leveling
 KR0635.and adjusted by the National Geodetic Survey in June 1991..
 KR0635
 KR0635.The geoid height was determined by GEOID03.
 KR0635
 KR0635.The dynamic height is computed by dividing the NAVD 88
 KR0635.geopotential number by the normal gravity value computed on the
 KR0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0635.degrees latitude (g = 980.6199 gals.).
 KR0635
 KR0635.The modeled gravity was interpolated from observed gravity values.
 KR0635
 KR0635;                    North         East    Units  Estimated Accuracy
 KR0635;SPC NV W     - 4,544,620.      750,610.      MT  (+/- 180 meters Scaled)
 KR0635
 KR0635                          SUPERSEDED SURVEY CONTROL
 KR0635
 KR0635  NGVD 29 (??/??/92) 1227.680  (m)         4027.81   (f) ADJ UNCH    1 2
 KR0635
 KR0635.Superseded values are not recommended for survey control.
 KR0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0635.See file dsdata.txt to determine how the superseded data were derived.
 KR0635
 KR0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD147918(NAD 83)
 KR0635_MARKER: DD = SURVEY DISK
 KR0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0635_SP_SET: CONCRETE POST
 KR0635_STAMPING: 79-8
 KR0635_MARK LOGO: NVDH  
 KR0635_PROJECTION: PROJECTING 5 CENTIMETERS
 KR0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0635+STABILITY: SURFACE MOTION
 KR0635
 KR0635  HISTORY     - Date     Condition        Report By
 KR0635  HISTORY     - UNK      MONUMENTED       NVDH
 KR0635  HISTORY     - 1958     GOOD             NGS
 KR0635  HISTORY     - 1986     GOOD             NGS
 KR0635
 KR0635                          STATION DESCRIPTION
 KR0635
 KR0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0635'6.55 MI NE FROM FERNLEY.
 KR0635'6.55 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0635'FERNLEY, 0.1 MILE SOUTHWEST OF 79-9 (NHD), 114.0 FEET NORTHWEST OF THE
 KR0635'CENTERLINE OF THE HIGHWAY, 15.0 FEET SOUTHEAST OF TELEPHONE LINES, SET
 KR0635'IN A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND SURFACE.
 KR0635
 KR0635                          STATION RECOVERY (1986)
 KR0635
 KR0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0635'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0635'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0635'FERNLEY, THENCE 7.10 KM (4.44 MI) NORTHEAST ALONG INTERSTATE HIGHWAY
 KR0635'80, 0.16 KM (0.10 MI) NORTHEAST OF MILEPOST 53, 32.3 METERS (106.0 FT)
 KR0635'NORTHWEST OF THE CENTERLINE OF WESTBOUND I-80, 9.1 METERS (30.0 FT)
 KR0635'EAST OF A POWER POLE, 1.4 METERS (4.5 FT) SOUTHEAST OF A RIGHT OF WAY
 KR0635'FENCE.
 KR0635'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR0635'THE MARK IS 0.3 M BELOW I-80 WESTBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0636 ***********************************************************************
 KR0636  DESIGNATION -  79 9
 KR0636  PID         -  KR0636
 KR0636  STATE/COUNTY-  NV/CHURCHILL
 KR0636  USGS QUAD   -  TWO TIPS (1985)
 KR0636
 KR0636                         *CURRENT SURVEY CONTROL
 KR0636  ___________________________________________________________________
 KR0636* NAD 83(1986)-  39 39 30.     (N)    119 09 26.     (W)     SCALED    
 KR0636* NAVD 88     -      1227.816  (meters)    4028.26   (feet)  ADJUSTED  
 KR0636  ___________________________________________________________________
 KR0636  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR0636  DYNAMIC HT  -        1226.778 (meters)    4024.85  (feet)  COMP
 KR0636  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 KR0636
 KR0636  VERT ORDER  -  FIRST     CLASS II
 KR0636
 KR0636.The horizontal coordinates were scaled from a topographic map and have
 KR0636.an estimated accuracy of +/- 6 seconds.
 KR0636
 KR0636.The orthometric height was determined by differential leveling
 KR0636.and adjusted by the National Geodetic Survey in June 1991..
 KR0636
 KR0636.The geoid height was determined by GEOID03.
 KR0636
 KR0636.The dynamic height is computed by dividing the NAVD 88
 KR0636.geopotential number by the normal gravity value computed on the
 KR0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0636.degrees latitude (g = 980.6199 gals.).
 KR0636
 KR0636.The modeled gravity was interpolated from observed gravity values.
 KR0636
 KR0636;                    North         East    Units  Estimated Accuracy
 KR0636;SPC NV W     - 4,544,840.      750,760.      MT  (+/- 180 meters Scaled)
 KR0636
 KR0636                          SUPERSEDED SURVEY CONTROL
 KR0636
 KR0636  NGVD 29 (??/??/92) 1226.848  (m)         4025.08   (f) ADJ UNCH    1 2
 KR0636
 KR0636.Superseded values are not recommended for survey control.
 KR0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0636.See file dsdata.txt to determine how the superseded data were derived.
 KR0636
 KR0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD149920(NAD 83)
 KR0636_MARKER: DD = SURVEY DISK
 KR0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0636_SP_SET: CONCRETE POST
 KR0636_STAMPING: 79-9
 KR0636_MARK LOGO: NVDH  
 KR0636_PROJECTION: FLUSH
 KR0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0636+STABILITY: SURFACE MOTION
 KR0636
 KR0636  HISTORY     - Date     Condition        Report By
 KR0636  HISTORY     - UNK      MONUMENTED       NVDH
 KR0636  HISTORY     - 1958     GOOD             NGS
 KR0636  HISTORY     - 1986     GOOD             NGS
 KR0636
 KR0636                          STATION DESCRIPTION
 KR0636
 KR0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0636'6.65 MI NE FROM FERNLEY.
 KR0636'6.65 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0636'FERNLEY, 129.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18.0
 KR0636'FEET NORTHWEST OF TELEPHONE LINES, 9.7 FEET NORTHEAST OF A
 KR0636'RIGHT-OF-WAY MARKER POST, SET IN A ROUND CONCRETE POST PROJECTING 6
 KR0636'INCHES ABOVE GROUND SURFACE.
 KR0636
 KR0636                          STATION RECOVERY (1986)
 KR0636
 KR0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0636'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0636'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0636'FERNLEY, THENCE 7.26 KM (4.54 MI) NORTHEAST ALONG INTERSTATE HIGHWAY
 KR0636'80, 0.32 KM (0.20 MI) NORTHEAST OF MILEPOST 53, 32.3 METERS (106 FT)
 KR0636'NORTHWEST OF THE CENTERLINE OF I-80 WESTBOUND, 11.3 METERS (37.0 FT)
 KR0636'SOUTHWEST OF A POWER POLE, 6.7 METERS (22.0 FT) NORTHWEST OF A FENCE.
 KR0636'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR0636'THE MARK IS 1.5 M BELOW I-80 WESTBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0681 ***********************************************************************
 MU0681  DESIGNATION -  79 BKC
 MU0681  PID         -  MU0681
 MU0681  STATE/COUNTY-  NV/ELKO
 MU0681  USGS QUAD   -  RODEAR FLAT (1973)
 MU0681
 MU0681                         *CURRENT SURVEY CONTROL
 MU0681  ___________________________________________________________________
 MU0681* NAD 83(1986)-  41 29 30.     (N)    116 59 47.     (W)     SCALED    
 MU0681* NAVD 88     -      1516.613  (meters)    4975.75   (feet)  POSTED    
 MU0681  ___________________________________________________________________
 MU0681  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 MU0681  DYNAMIC HT  -        1515.500 (meters)    4972.10  (feet)  COMP
 MU0681  MODELED GRAV-     979,836.5   (mgal)                       NAVD 88
 MU0681
 MU0681  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0681
 MU0681.The horizontal coordinates were scaled from a topographic map and have
 MU0681.an estimated accuracy of +/- 6 seconds.
 MU0681
 MU0681.The orthometric height was determined by differential leveling
 MU0681.and adjusted by the National Geodetic Survey in 1992..
 MU0681.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0681.rate of 0.0 thru 1.0 mm/km.
 MU0681
 MU0681.The geoid height was determined by GEOID03.
 MU0681
 MU0681.The dynamic height is computed by dividing the NAVD 88
 MU0681.geopotential number by the normal gravity value computed on the
 MU0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0681.degrees latitude (g = 980.6199 gals.).
 MU0681
 MU0681.The modeled gravity was interpolated from observed gravity values.
 MU0681
 MU0681;                    North         East    Units  Estimated Accuracy
 MU0681;SPC NV E     - 8,749,210.       82,010.      MT  (+/- 180 meters Scaled)
 MU0681
 MU0681                          SUPERSEDED SURVEY CONTROL
 MU0681
 MU0681.No superseded survey control is available for this station.
 MU0681
 MU0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF003933(NAD 83)
 MU0681_MARKER: DD = SURVEY DISK
 MU0681_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0681_SP_SET: COPPER-CLAD STEEL ROD
 MU0681_STAMPING: 79 BKC 1973 4972
 MU0681_MARK LOGO: USGS  
 MU0681_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0681+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0681
 MU0681  HISTORY     - Date     Condition        Report By
 MU0681  HISTORY     - 1974     MONUMENTED       USGS
 MU0681
 MU0681                          STATION DESCRIPTION
 MU0681
 MU0681'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0681'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0681'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0681'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0681'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0681'T-ROAD WEST, THENCE 26.6 MILES WEST ALONG A TRACK RAOD, 1.7 MILES
 MU0681'SOUTH AND 0.9 MILES NORTHEAST OF LITTLE HUMBOLDT RANCH, 0.7 MILES
 MU0681'NORTHEAST OF A BRIDGE OVER THE SOUTH FORK LITTLE HUMBOLDT RIVER, 41
 MU0681'FEET WEST OF THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD
 MU0681'ENCASED IN A 6-INCH PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0525 ***********************************************************************
 JP0525  DESIGNATION -  79 DOR
 JP0525  PID         -  JP0525
 JP0525  STATE/COUNTY-  NV/LINCOLN
 JP0525  USGS QUAD   -  BAILEY WASH (1971)
 JP0525
 JP0525                         *CURRENT SURVEY CONTROL
 JP0525  ___________________________________________________________________
 JP0525* NAD 83(1986)-  38 10 53.     (N)    114 49 38.     (W)     SCALED    
 JP0525* NAVD 88     -      1607.573  (meters)    5274.18   (feet)  ADJUSTED  
 JP0525  ___________________________________________________________________
 JP0525  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 JP0525  DYNAMIC HT  -        1605.824 (meters)    5268.44  (feet)  COMP
 JP0525  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 JP0525
 JP0525  VERT ORDER  -  SECOND    CLASS 0
 JP0525
 JP0525.The horizontal coordinates were scaled from a topographic map and have
 JP0525.an estimated accuracy of +/- 6 seconds.
 JP0525
 JP0525.The orthometric height was determined by differential leveling
 JP0525.and adjusted by the National Geodetic Survey in August 1995..
 JP0525
 JP0525.The geoid height was determined by GEOID03.
 JP0525
 JP0525.The dynamic height is computed by dividing the NAVD 88
 JP0525.geopotential number by the normal gravity value computed on the
 JP0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0525.degrees latitude (g = 980.6199 gals.).
 JP0525
 JP0525.The modeled gravity was interpolated from observed gravity values.
 JP0525
 JP0525;                    North         East    Units  Estimated Accuracy
 JP0525;SPC NV E     - 8,381,010.      266,240.      MT  (+/- 180 meters Scaled)
 JP0525
 JP0525                          SUPERSEDED SURVEY CONTROL
 JP0525
 JP0525.No superseded survey control is available for this station.
 JP0525
 JP0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC903281(NAD 83)
 JP0525_MARKER: DD = SURVEY DISK
 JP0525_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0525_SP_SET: COPPER-CLAD STEEL ROD
 JP0525_STAMPING: 79 DOR 1971 5271
 JP0525_MARK LOGO: USGS  
 JP0525_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0525
 JP0525  HISTORY     - Date     Condition        Report By
 JP0525  HISTORY     - 1971     MONUMENTED       USGS
 JP0525
 JP0525                          STATION DESCRIPTION
 JP0525
 JP0525'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0525'FROM THE POST OFFICE AT PIOCHE, PROCEED 13.7 MILES NORTH ALONG U S
 JP0525'HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 7.5 MILES WEST
 JP0525'TO A Y-ROAD NORTHWEST, THENCE 10.0 MILES NORTHWEST TO A ROAD
 JP0525'CROSSING, THENCE 2.0 MILES SOUTH, 30 FEET WEST OF THE CENTERLINE OF
 JP0525'THE ROAD, 3 FEET EAST OF A WITNESS POST, ON A 5/8 INCH COPPER COATED
 JP0525'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0660 ***********************************************************************
 JP0660  DESIGNATION -  79 DOR
 JP0660  PID         -  JP0660
 JP0660  STATE/COUNTY-  NV/LINCOLN
 JP0660  USGS QUAD   -  PONY SPRINGS (1973)
 JP0660
 JP0660                         *CURRENT SURVEY CONTROL
 JP0660  ___________________________________________________________________
 JP0660* NAD 83(1986)-  38 20 18.     (N)    114 30 09.     (W)     SCALED    
 JP0660* NAVD 88     -      1851.263  (meters)    6073.69   (feet)  ADJUSTED  
 JP0660  ___________________________________________________________________
 JP0660  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 JP0660  DYNAMIC HT  -        1849.184 (meters)    6066.86  (feet)  COMP
 JP0660  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 JP0660
 JP0660  VERT ORDER  -  SECOND    CLASS 0
 JP0660
 JP0660.The horizontal coordinates were scaled from a topographic map and have
 JP0660.an estimated accuracy of +/- 6 seconds.
 JP0660
 JP0660.The orthometric height was determined by differential leveling
 JP0660.and adjusted by the National Geodetic Survey in August 1995..
 JP0660
 JP0660.The geoid height was determined by GEOID03.
 JP0660
 JP0660.The dynamic height is computed by dividing the NAVD 88
 JP0660.geopotential number by the normal gravity value computed on the
 JP0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0660.degrees latitude (g = 980.6199 gals.).
 JP0660
 JP0660.The modeled gravity was interpolated from observed gravity values.
 JP0660
 JP0660;                    North         East    Units  Estimated Accuracy
 JP0660;SPC NV E     - 8,398,710.      294,490.      MT  (+/- 180 meters Scaled)
 JP0660
 JP0660                          SUPERSEDED SURVEY CONTROL
 JP0660
 JP0660.No superseded survey control is available for this station.
 JP0660
 JP0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC182463(NAD 83)
 JP0660_MARKER: DD = SURVEY DISK
 JP0660_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0660_SP_SET: COPPER-CLAD STEEL ROD
 JP0660_STAMPING: 79 DOR 1973 6070
 JP0660_MARK LOGO: USGS  
 JP0660_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0660
 JP0660  HISTORY     - Date     Condition        Report By
 JP0660  HISTORY     - 1973     MONUMENTED       USGS
 JP0660
 JP0660                          STATION DESCRIPTION
 JP0660
 JP0660'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0660'FROM THE POST OFFICE AT PIOCHE, PROCEED 29.4 MILES NORTH ALONG U S
 JP0660'HIGHWAY 93 TO A T-ROAD NORTHEAST TOWARD ATLANTA, THENCE 5.9 MILES
 JP0660'NORTHEAST TO A CATTLEGUARD, 35 FEET SOUTH OF THE CENTERLINE OF THE
 JP0660'ROAD AT THE CATTLEGUARD, 21 FEET SOUTH OF A USBLM CAP STAMPED
 JP0660'ATLANTA ROAD CATTLEGUARD SE 1/4 NW 1/4 SEC 31 T6N R66E 1954 NOT A
 JP0660'SURVEY CORNER, 16 FEET EAST OF THE CENTERLINE OF A ROAD, 2 FEET EAST
 JP0660'OF A FENCE,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED
 JP0660'IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0654 ***********************************************************************
 MU0654  DESIGNATION -  79 HEI
 MU0654  PID         -  MU0654
 MU0654  STATE/COUNTY-  NV/HUMBOLDT
 MU0654  USGS QUAD   -  KENNY CREEK (1980)
 MU0654
 MU0654                         *CURRENT SURVEY CONTROL
 MU0654  ___________________________________________________________________
 MU0654* NAD 83(1986)-  41 16 25.     (N)    117 06 30.     (W)     SCALED    
 MU0654* NAVD 88     -      1546.971  (meters)    5075.35   (feet)  POSTED    
 MU0654  ___________________________________________________________________
 MU0654  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 MU0654  DYNAMIC HT  -        1545.810 (meters)    5071.55  (feet)  COMP
 MU0654  MODELED GRAV-     979,815.1   (mgal)                       NAVD 88
 MU0654
 MU0654  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0654
 MU0654.The horizontal coordinates were scaled from a topographic map and have
 MU0654.an estimated accuracy of +/- 6 seconds.
 MU0654
 MU0654.The orthometric height was determined by differential leveling
 MU0654.and adjusted by the National Geodetic Survey in 1992..
 MU0654.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0654.rate of 0.0 thru 1.0 mm/km.
 MU0654
 MU0654.The geoid height was determined by GEOID03.
 MU0654
 MU0654.The dynamic height is computed by dividing the NAVD 88
 MU0654.geopotential number by the normal gravity value computed on the
 MU0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0654.degrees latitude (g = 980.6199 gals.).
 MU0654
 MU0654.The modeled gravity was interpolated from observed gravity values.
 MU0654
 MU0654;                    North         East    Units  Estimated Accuracy
 MU0654;SPC NV W     - 4,725,080.      923,570.      MT  (+/- 180 meters Scaled)
 MU0654
 MU0654                          SUPERSEDED SURVEY CONTROL
 MU0654
 MU0654.No superseded survey control is available for this station.
 MU0654
 MU0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF909691(NAD 83)
 MU0654_MARKER: DD = SURVEY DISK
 MU0654_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0654_SP_SET: COPPER-CLAD STEEL ROD
 MU0654_STAMPING: 79 HEI 1974 5072
 MU0654_MARK LOGO: USGS  
 MU0654_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0654+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0654
 MU0654  HISTORY     - Date     Condition        Report By
 MU0654  HISTORY     - 1974     MONUMENTED       USGS
 MU0654
 MU0654                          STATION DESCRIPTION
 MU0654
 MU0654'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0654'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0654'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0654'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0654'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0654'T-ROAD WEST, THENCE 0.7 MILES WEST ALONG A TRACK ROAD, 10.6 MILES
 MU0654'SOUTH OF CHIMNEY DAM, 23 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 MU0654'ALONGSIDE A SMALL CAIRN, SET ON COPPER-COATED ROD ENCASED IN 6-INCH
 MU0654'WHITE PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0904 ***********************************************************************
 JR0904  DESIGNATION -  79 LDW
 JR0904  PID         -  JR0904
 JR0904  STATE/COUNTY-  NV/MINERAL
 JR0904  USGS QUAD   -  LUNING (1980)
 JR0904
 JR0904                         *CURRENT SURVEY CONTROL
 JR0904  ___________________________________________________________________
 JR0904* NAD 83(1986)-  38 31 32.     (N)    118 10 57.     (W)     SCALED    
 JR0904* NAVD 88     -      1376.993  (meters)    4517.68   (feet)  ADJUSTED  
 JR0904  ___________________________________________________________________
 JR0904  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 JR0904  DYNAMIC HT  -        1375.598 (meters)    4513.11  (feet)  COMP
 JR0904  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 JR0904
 JR0904  VERT ORDER  -  FIRST     CLASS II
 JR0904
 JR0904.The horizontal coordinates were scaled from a topographic map and have
 JR0904.an estimated accuracy of +/- 6 seconds.
 JR0904
 JR0904.The orthometric height was determined by differential leveling
 JR0904.and adjusted by the National Geodetic Survey in June 1991..
 JR0904
 JR0904.The geoid height was determined by GEOID03.
 JR0904
 JR0904.The dynamic height is computed by dividing the NAVD 88
 JR0904.geopotential number by the normal gravity value computed on the
 JR0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0904.degrees latitude (g = 980.6199 gals.).
 JR0904
 JR0904.The modeled gravity was interpolated from observed gravity values.
 JR0904
 JR0904;                    North         East    Units  Estimated Accuracy
 JR0904;SPC NV W     - 4,419,010.      834,950.      MT  (+/- 180 meters Scaled)
 JR0904
 JR0904                          SUPERSEDED SURVEY CONTROL
 JR0904
 JR0904.No superseded survey control is available for this station.
 JR0904
 JR0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC969647(NAD 83)
 JR0904_MARKER: DB = BENCH MARK DISK
 JR0904_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JR0904+WITH SETTING: INFORMATION.
 JR0904_SP_SET: SHALLOW SET METAL ROD
 JR0904_STAMPING: LDW 79 1974 4514
 JR0904_MARK LOGO: USGS  
 JR0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0904
 JR0904  HISTORY     - Date     Condition        Report By
 JR0904  HISTORY     - 1974     MONUMENTED       USGS
 JR0904  HISTORY     - 1984     GOOD             NGS
 JR0904
 JR0904                          STATION DESCRIPTION
 JR0904
 JR0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JR0904'2.9 KM (1.8 MI) NORTH FROM LUNING.
 JR0904'1.3 KM (0.8 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 JR0904'POST OFFICE AT LUNING, THENCE 1.58 KM (0.98 MI) NORTH ALONG STATE
 JR0904'HIGHWAY 361, 30.5 METERS (100 FT) EAST OF THE HIGHWAY CENTERLINE,
 JR0904'111.6 METERS (366 FT) NORTH OF MILEPOST 1 AND 120.4 METERS (395 FT)
 JR0904'NORTH OF THE CENTER OF A DIRT ROAD LEADING EAST TO A CORRAL.  A
 JR0904'COPPER-CLAD STEEL ROD SET TO AN UNKNOWN DEPTH PROJECTING 5
 JR0904'CENTIMETERS.
 JR0904'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 JR0904'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0421 ***********************************************************************
 MV0421  DESIGNATION -  79 LRC
 MV0421  PID         -  MV0421
 MV0421  STATE/COUNTY-  NV/WASHOE
 MV0421  USGS QUAD   -  BUTTE SPRING (1979)
 MV0421
 MV0421                         *CURRENT SURVEY CONTROL
 MV0421  ___________________________________________________________________
 MV0421* NAD 83(1986)-  41 13 09.     (N)    119 28 52.     (W)     SCALED    
 MV0421* NAVD 88     -      1617.016  (meters)    5305.16   (feet)  ADJUSTED  
 MV0421  ___________________________________________________________________
 MV0421  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 MV0421  DYNAMIC HT  -        1615.738 (meters)    5300.97  (feet)  COMP
 MV0421  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 MV0421
 MV0421  VERT ORDER  -  SECOND    CLASS 0
 MV0421
 MV0421.The horizontal coordinates were scaled from a topographic map and have
 MV0421.an estimated accuracy of +/- 6 seconds.
 MV0421
 MV0421.The orthometric height was determined by differential leveling
 MV0421.and adjusted by the National Geodetic Survey in June 1991..
 MV0421
 MV0421.The geoid height was determined by GEOID03.
 MV0421
 MV0421.The dynamic height is computed by dividing the NAVD 88
 MV0421.geopotential number by the normal gravity value computed on the
 MV0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0421.degrees latitude (g = 980.6199 gals.).
 MV0421
 MV0421.The modeled gravity was interpolated from observed gravity values.
 MV0421
 MV0421;                    North         East    Units  Estimated Accuracy
 MV0421;SPC NV W     - 4,718,370.      724,720.      MT  (+/- 180 meters Scaled)
 MV0421
 MV0421                          SUPERSEDED SURVEY CONTROL
 MV0421
 MV0421.No superseded survey control is available for this station.
 MV0421
 MV0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF920660(NAD 83)
 MV0421_MARKER: DD = SURVEY DISK
 MV0421_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0421_SP_SET: COPPER-CLAD STEEL ROD
 MV0421_STAMPING: 79 LRC 1972 5301
 MV0421_MARK LOGO: USGS  
 MV0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0421
 MV0421  HISTORY     - Date     Condition        Report By
 MV0421  HISTORY     - 1972     MONUMENTED       USGS
 MV0421
 MV0421                          STATION DESCRIPTION
 MV0421
 MV0421'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0421'57.1 KM (35.50 MI) SE FROM VYA.
 MV0421'VYA, 2.0 MILES SOUTHWEST OF, THENCE 33.5 MILES SOUTHEAST ALONG STATE
 MV0421'HIGHWAY 34 TO THE GRASS VALLEY ROAD JUNCTION, SET ON A COPPER-COATED
 MV0421'ROD OF UNKNOWN DEPTH, ENCASED IN A IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0731 ***********************************************************************
 GS0731  DESIGNATION -  79 TJS
 GS0731  PID         -  GS0731
 GS0731  STATE/COUNTY-  NV/NYE
 GS0731  USGS QUAD   -  SKULL MOUNTAIN (1983)
 GS0731
 GS0731                         *CURRENT SURVEY CONTROL
 GS0731  ___________________________________________________________________
 GS0731* NAD 83(1986)-  36 45 03.     (N)    116 14 58.     (W)     SCALED    
 GS0731* NAVD 88     -      1099.858  (meters)    3608.45   (feet)  ADJUSTED  
 GS0731  ___________________________________________________________________
 GS0731  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GS0731  DYNAMIC HT  -        1098.671 (meters)    3604.56  (feet)  COMP
 GS0731  MODELED GRAV-     979,514.8   (mgal)                       NAVD 88
 GS0731
 GS0731  VERT ORDER  -  FIRST     CLASS I
 GS0731
 GS0731.The horizontal coordinates were scaled from a topographic map and have
 GS0731.an estimated accuracy of +/- 6 seconds.
 GS0731
 GS0731.The orthometric height was determined by differential leveling
 GS0731.and adjusted by the National Geodetic Survey in May 2004..
 GS0731
 GS0731.The geoid height was determined by GEOID03.
 GS0731
 GS0731.The dynamic height is computed by dividing the NAVD 88
 GS0731.geopotential number by the normal gravity value computed on the
 GS0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0731.degrees latitude (g = 980.6199 gals.).
 GS0731
 GS0731.The modeled gravity was interpolated from observed gravity values.
 GS0731
 GS0731;                    North         East    Units  Estimated Accuracy
 GS0731;SPC NV C     - 6,222,060.      537,260.      MT  (+/- 180 meters Scaled)
 GS0731
 GS0731                          SUPERSEDED SURVEY CONTROL
 GS0731
 GS0731  NAVD 88 (??/??/92) 1099.880  (m)         3608.52   (f) UNKNOWN     3 0
 GS0731  NGVD 29 (05/01/91) 1098.990  (m)         3605.60   (f) ADJUSTED    1 1
 GS0731
 GS0731.Superseded values are not recommended for survey control.
 GS0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0731.See file dsdata.txt to determine how the superseded data were derived.
 GS0731
 GS0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA669674(NAD 83)
 GS0731_MARKER: DB = BENCH MARK DISK
 GS0731_SETTING: 0 = UNSPECIFIED SETTING
 GS0731_STAMPING: 79 TJS 1983
 GS0731_MARK LOGO: USGS  
 GS0731_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0731
 GS0731  HISTORY     - Date     Condition        Report By
 GS0731  HISTORY     - 1983     MONUMENTED       USGS
 GS0731  HISTORY     - 1986     GOOD             USGS
 GS0731  HISTORY     - 1988     GOOD             USGS
 GS0731  HISTORY     - 19910530 GOOD             USGS
 GS0731  HISTORY     - 19930309 GOOD             USGS
 GS0731  HISTORY     - 19950315 GOOD             USGS
 GS0731
 GS0731                          STATION DESCRIPTION
 GS0731
 GS0731'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0731'29.9 KM (18.55 MI) NW FROM MERCURY.
 GS0731'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0731'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0731'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 18.55 MILES, 155 FEET
 GS0731'SOUTH OF THE ROAD.
 GS0731'THE MARK IS 6 FT  S FROM  A ROCK CAIRN
 GS0731
 GS0731                          STATION RECOVERY (1986)
 GS0731
 GS0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0731'RECOVERED IN GOOD CONDITION.
 GS0731
 GS0731                          STATION RECOVERY (1988)
 GS0731
 GS0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0731'RECOVERED IN GOOD CONDITION.
 GS0731
 GS0731                          STATION RECOVERY (1991)
 GS0731
 GS0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0731'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0731'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0731'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 18.55 MILES, 155 FEET
 GS0731'SOUTH OF THE ROAD.
 GS0731
 GS0731                          STATION RECOVERY (1993)
 GS0731
 GS0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0731'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0731'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0731'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 18.55 MILES
 GS0731'(29.85 KM), 155 FEET (47.2 M) SOUTH OF THE ROAD.
 GS0731
 GS0731                          STATION RECOVERY (1995)
 GS0731
 GS0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0731'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0304 ***********************************************************************
 JQ0304  DESIGNATION -  8
 JQ0304  PID         -  JQ0304
 JQ0304  STATE/COUNTY-  NV/ESMERALDA
 JQ0304  USGS QUAD   -  CROW SPRINGS (1968)
 JQ0304
 JQ0304                         *CURRENT SURVEY CONTROL
 JQ0304  ___________________________________________________________________
 JQ0304* NAD 83(1986)-  38 08 04.     (N)    117 31 44.     (W)     SCALED    
 JQ0304* NAVD 88     -      1458.689  (meters)    4785.72   (feet)  ADJUSTED  
 JQ0304  ___________________________________________________________________
 JQ0304  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 JQ0304  DYNAMIC HT  -        1457.132 (meters)    4780.61  (feet)  COMP
 JQ0304  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 JQ0304
 JQ0304  VERT ORDER  -  FIRST     CLASS II
 JQ0304
 JQ0304.The horizontal coordinates were scaled from a topographic map and have
 JQ0304.an estimated accuracy of +/- 6 seconds.
 JQ0304
 JQ0304.The orthometric height was determined by differential leveling
 JQ0304.and adjusted by the National Geodetic Survey in June 1991..
 JQ0304
 JQ0304.The geoid height was determined by GEOID03.
 JQ0304
 JQ0304.The dynamic height is computed by dividing the NAVD 88
 JQ0304.geopotential number by the normal gravity value computed on the
 JQ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0304.degrees latitude (g = 980.6199 gals.).
 JQ0304
 JQ0304.The modeled gravity was interpolated from observed gravity values.
 JQ0304
 JQ0304;                    North         East    Units  Estimated Accuracy
 JQ0304;SPC NV W     - 4,376,050.      892,440.      MT  (+/- 180 meters Scaled)
 JQ0304
 JQ0304                          SUPERSEDED SURVEY CONTROL
 JQ0304
 JQ0304  NGVD 29 (??/??/92) 1457.589  (m)         4782.11   (f) ADJ UNCH    1 2
 JQ0304
 JQ0304.Superseded values are not recommended for survey control.
 JQ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0304.See file dsdata.txt to determine how the superseded data were derived.
 JQ0304
 JQ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC536208(NAD 83)
 JQ0304_MARKER: DD = SURVEY DISK
 JQ0304_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0304_STAMPING: RSP EXI 93 8
 JQ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0304+STABILITY: SURFACE MOTION
 JQ0304
 JQ0304  HISTORY     - Date     Condition        Report By
 JQ0304  HISTORY     - UNK      MONUMENTED       NVDH
 JQ0304  HISTORY     - 1953     GOOD             NGS
 JQ0304  HISTORY     - 1984     GOOD             NGS
 JQ0304
 JQ0304                          STATION DESCRIPTION
 JQ0304
 JQ0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0304'17.7 MI W FROM TONOPAH.
 JQ0304'17.7 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0304'TONOPAH, AT 24-INCH CORRUGATED METAL PIPE CULVERT D 1008+00, IN THE
 JQ0304'TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL, 20.8 FEET NORTH
 JQ0304'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 JQ0304'HIGHWAY.
 JQ0304
 JQ0304                          STATION RECOVERY (1984)
 JQ0304
 JQ0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0304'RECOVERED IN GOOD CONDITION.  DISK HAS NO PRECAST ORIGIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0516 ***********************************************************************
 JR0516  DESIGNATION -  8 1
 JR0516  PID         -  JR0516
 JR0516  STATE/COUNTY-  NV/DOUGLAS
 JR0516  USGS QUAD   -  MINDEN (1982)
 JR0516
 JR0516                         *CURRENT SURVEY CONTROL
 JR0516  ___________________________________________________________________
 JR0516* NAD 83(1986)-  38 56 07.     (N)    119 46 44.     (W)     SCALED    
 JR0516* NAVD 88     -      1438.66   (+/-2cm)    4720.0    (feet)  VERTCON   
 JR0516  ___________________________________________________________________
 JR0516  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 JR0516
 JR0516  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0516
 JR0516.The horizontal coordinates were scaled from a topographic map and have
 JR0516.an estimated accuracy of +/- 6 seconds.
 JR0516
 JR0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0516.The vertical order pertains to the NGVD 29 superseded value.
 JR0516
 JR0516.The geoid height was determined by GEOID03.
 JR0516
 JR0516;                    North         East    Units  Estimated Accuracy
 JR0516;SPC NV W     - 4,465,090.      696,350.      MT  (+/- 180 meters Scaled)
 JR0516
 JR0516                          SUPERSEDED SURVEY CONTROL
 JR0516
 JR0516  NGVD 29 (??/??/92) 1437.534  (m)         4716.31   (f) ADJ UNCH    2 0
 JR0516
 JR0516.Superseded values are not recommended for survey control.
 JR0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0516.See file dsdata.txt to determine how the superseded data were derived.
 JR0516
 JR0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD591132(NAD 83)
 JR0516_MARKER: DD = SURVEY DISK
 JR0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0516_STAMPING: 8-1
 JR0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0516+STABILITY: SURFACE MOTION
 JR0516
 JR0516  HISTORY     - Date     Condition        Report By
 JR0516  HISTORY     - UNK      MONUMENTED       NVGS
 JR0516  HISTORY     - 1951     GOOD             NGS
 JR0516
 JR0516                          STATION DESCRIPTION
 JR0516
 JR0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0516'2.7 MI SW FROM MINDEN.
 JR0516'ABOUT 1.0 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST
 JR0516'OFFICE AT MINDEN, THENCE 1.7 MILES SOUTH ALONG STATE HIGHWAY NO.
 JR0516'37, 38.4 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 23 1/2 FEET
 JR0516'SOUTH OF THE CENTER OF AN IRON GATE, 22.6 FEET NORTHEAST OF THE
 JR0516'NORTHERN END OF A 30-INCH CORRUGATED METAL PIPE CULVERT, 1.2 FEET
 JR0516'WEST OF A BOARD FENCE, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT
 JR0516'ONE FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JR0516'POST PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0891 ***********************************************************************
 KR0891  DESIGNATION -  8 1
 KR0891  PID         -  KR0891
 KR0891  STATE/COUNTY-  NV/WASHOE
 KR0891  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR0891
 KR0891                         *CURRENT SURVEY CONTROL
 KR0891  ___________________________________________________________________
 KR0891* NAD 83(1986)-  39 29 42.     (N)    119 47 53.     (W)     SCALED    
 KR0891* NAVD 88     -      1355.139  (meters)    4445.99   (feet)  ADJUSTED  
 KR0891  ___________________________________________________________________
 KR0891  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR0891  DYNAMIC HT  -        1353.900 (meters)    4441.92  (feet)  COMP
 KR0891  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 KR0891
 KR0891  VERT ORDER  -  FIRST     CLASS II
 KR0891
 KR0891.The horizontal coordinates were scaled from a topographic map and have
 KR0891.an estimated accuracy of +/- 6 seconds.
 KR0891
 KR0891.The orthometric height was determined by differential leveling
 KR0891.and adjusted by the National Geodetic Survey in June 1991..
 KR0891.WARNING-Repeat measurements at this control monument indicate possible
 KR0891.vertical movement.
 KR0891
 KR0891.The geoid height was determined by GEOID03.
 KR0891
 KR0891.The dynamic height is computed by dividing the NAVD 88
 KR0891.geopotential number by the normal gravity value computed on the
 KR0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0891.degrees latitude (g = 980.6199 gals.).
 KR0891
 KR0891.The modeled gravity was interpolated from observed gravity values.
 KR0891
 KR0891;                    North         East    Units  Estimated Accuracy
 KR0891;SPC NV W     - 4,527,250.      695,520.      MT  (+/- 180 meters Scaled)
 KR0891
 KR0891                          SUPERSEDED SURVEY CONTROL
 KR0891
 KR0891  NGVD 29 (??/??/92) 1354.060  (m)         4442.45   (f) ADJ UNCH    1 2
 KR0891
 KR0891.Superseded values are not recommended for survey control.
 KR0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0891.See file dsdata.txt to determine how the superseded data were derived.
 KR0891
 KR0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD593754(NAD 83)
 KR0891_MARKER: DB = BENCH MARK DISK
 KR0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0891_STAMPING: 4442.406 8-1
 KR0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0891+STABILITY: SURFACE MOTION
 KR0891
 KR0891  HISTORY     - Date     Condition        Report By
 KR0891  HISTORY     - UNK      MONUMENTED       CGS
 KR0891  HISTORY     - 1947     GOOD             NGS
 KR0891  HISTORY     - 20030803 MARK NOT FOUND   USPSQD
 KR0891
 KR0891                          STATION DESCRIPTION
 KR0891
 KR0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KR0891'2.1 MI S FROM RENO.
 KR0891'NEW DESCRIPTION.  ABOUT 2.1 MILES SOUTH ALONG U. S. HIGHWAY NO 395
 KR0891'FROM THE POST OFFICE AT RENO, AT THE JUNCTION OF AN ASPHALT ROAD
 KR0891'LEADING EAST TO HUBBARD FIELD, 204.0 FEET WEST OF THE WEST RAIL OF THE
 KR0891'VIRGINIA AND TRUCKEE RAILROAD, 72.5 FEET NORTH OF THE CENTER LINE OF
 KR0891'THE MAIN ROAD LEADING TO THE ISBELL CONSTRUCTION CO., 38.1 FEET WEST
 KR0891'OF THE CENTER LINE OF U. S. HIGHWAY NO. 395, SET IN THE TOP OF A
 KR0891'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  WITNESS POST SET
 KR0891'1.5 FEET SOUTH OF THE STATION.
 KR0891
 KR0891                          STATION RECOVERY (2003)
 KR0891
 KR0891'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0891'US 395 WIDENED, COORDINATES PUT SITE IN MIDDILE OF INTERSECTION OF US
 KR0891'395 AND GENTRY WAY BUT WAS UNABLE TO FIND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0892 ***********************************************************************
 KR0892  DESIGNATION -  8 1 RESET
 KR0892  PID         -  KR0892
 KR0892  STATE/COUNTY-  NV/WASHOE
 KR0892  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR0892
 KR0892                         *CURRENT SURVEY CONTROL
 KR0892  ___________________________________________________________________
 KR0892* NAD 83(1986)-  39 29 42.     (N)    119 47 54.     (W)     SCALED    
 KR0892* NAVD 88     -      1355.587  (meters)    4447.45   (feet)  ADJUSTED  
 KR0892  ___________________________________________________________________
 KR0892  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR0892  DYNAMIC HT  -        1354.346 (meters)    4443.38  (feet)  COMP
 KR0892  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 KR0892
 KR0892  VERT ORDER  -  FIRST     CLASS II
 KR0892
 KR0892.The horizontal coordinates were scaled from a topographic map and have
 KR0892.an estimated accuracy of +/- 6 seconds.
 KR0892
 KR0892.The orthometric height was determined by differential leveling
 KR0892.and adjusted by the National Geodetic Survey in June 1991..
 KR0892
 KR0892.The geoid height was determined by GEOID03.
 KR0892
 KR0892.The dynamic height is computed by dividing the NAVD 88
 KR0892.geopotential number by the normal gravity value computed on the
 KR0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0892.degrees latitude (g = 980.6199 gals.).
 KR0892
 KR0892.The modeled gravity was interpolated from observed gravity values.
 KR0892
 KR0892;                    North         East    Units  Estimated Accuracy
 KR0892;SPC NV W     - 4,527,250.      695,500.      MT  (+/- 180 meters Scaled)
 KR0892
 KR0892                          SUPERSEDED SURVEY CONTROL
 KR0892
 KR0892  NGVD 29 (??/??/92) 1354.507  (m)         4443.91   (f) ADJ UNCH    1 2
 KR0892
 KR0892.Superseded values are not recommended for survey control.
 KR0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0892.See file dsdata.txt to determine how the superseded data were derived.
 KR0892
 KR0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD593754(NAD 83)
 KR0892_MARKER: DD = SURVEY DISK
 KR0892_SETTING: 0 = UNSPECIFIED SETTING
 KR0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0892
 KR0892  HISTORY     - Date     Condition        Report By
 KR0892  HISTORY     - 1971     MONUMENTED       NVDH
 KR0892  HISTORY     - 1971     GOOD             NVDH
 KR0892
 KR0892                          STATION DESCRIPTION
 KR0892
 KR0892'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1971
 KR0892'IN RENO.
 KR0892'AT RENO, 2.3 MILES SOUTH ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE
 KR0892'AT RENO, AT THE NORTHEAST CORNER OF THE JUNCTION OF SOUTH VIRGINIA
 KR0892'STREET AND GENTRY WAY, 25 FEET NORTH OF THE NORTH CURB LINE OF THE
 KR0892'STREET AND 23 FEET EAST OF A LIGHT POLE.  THE MARK IS A COPPERWELD SET
 KR0892'IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0760 ***********************************************************************
 GS0760  DESIGNATION -  8 A HN
 GS0760  PID         -  GS0760
 GS0760  STATE/COUNTY-  NV/NYE
 GS0760  USGS QUAD   -  CAMP DESERT ROCK (1983)
 GS0760
 GS0760                         *CURRENT SURVEY CONTROL
 GS0760  ___________________________________________________________________
 GS0760* NAD 83(1986)-  36 38 23.     (N)    116 04 58.     (W)     SCALED    
 GS0760* NAVD 88     -      1023.241  (meters)    3357.08   (feet)  ADJUSTED  
 GS0760  ___________________________________________________________________
 GS0760  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 GS0760  DYNAMIC HT  -        1022.168 (meters)    3353.56  (feet)  COMP
 GS0760  MODELED GRAV-     979,547.6   (mgal)                       NAVD 88
 GS0760
 GS0760  VERT ORDER  -  FIRST     CLASS I
 GS0760
 GS0760.The horizontal coordinates were scaled from a topographic map and have
 GS0760.an estimated accuracy of +/- 6 seconds.
 GS0760
 GS0760.The orthometric height was determined by differential leveling
 GS0760.and adjusted by the National Geodetic Survey in May 2004..
 GS0760
 GS0760.The geoid height was determined by GEOID03.
 GS0760
 GS0760.The dynamic height is computed by dividing the NAVD 88
 GS0760.geopotential number by the normal gravity value computed on the
 GS0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0760.degrees latitude (g = 980.6199 gals.).
 GS0760
 GS0760.The modeled gravity was interpolated from observed gravity values.
 GS0760
 GS0760;                    North         East    Units  Estimated Accuracy
 GS0760;SPC NV C     - 6,209,810.      552,210.      MT  (+/- 180 meters Scaled)
 GS0760
 GS0760                          SUPERSEDED SURVEY CONTROL
 GS0760
 GS0760  NAVD 88 (??/??/92) 1023.250  (m)         3357.11   (f) UNKNOWN     3 0
 GS0760  NGVD 29 (05/01/91) 1022.409  (m)         3354.35   (f) ADJUSTED    1 1
 GS0760
 GS0760.Superseded values are not recommended for survey control.
 GS0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0760.See file dsdata.txt to determine how the superseded data were derived.
 GS0760
 GS0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA819552(NAD 83)
 GS0760_MARKER: DD = SURVEY DISK
 GS0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0760_SP_SET: CONCRETE POST
 GS0760_STAMPING: H-N BM 8A 1956 3354.43
 GS0760_MARK LOGO: AEC   
 GS0760_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0760+STABILITY: SURFACE MOTION
 GS0760
 GS0760  HISTORY     - Date     Condition        Report By
 GS0760  HISTORY     - 1956     MONUMENTED       AEC
 GS0760  HISTORY     - 1986     GOOD             USGS
 GS0760  HISTORY     - 1988     GOOD             USGS
 GS0760  HISTORY     - 19910624 GOOD             USGS
 GS0760  HISTORY     - 19930331 GOOD             USGS
 GS0760  HISTORY     - 19950407 GOOD             USGS
 GS0760
 GS0760                          STATION DESCRIPTION
 GS0760
 GS0760'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0760'8.0 KM (5.00 MI) NW FROM MERCURY.
 GS0760'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0760'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0760'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 5.0 MILES, 214 FEET EAST
 GS0760'OF THE HIGHWAY.
 GS0760'THE MARK IS 2 FT  W FROM  A WITNESS POST
 GS0760
 GS0760                          STATION RECOVERY (1988)
 GS0760
 GS0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0760'RECOVERED IN GOOD CONDITION.
 GS0760
 GS0760                          STATION RECOVERY (1991)
 GS0760
 GS0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0760'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0760'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0760'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 5.0 MILES, 214 FEET EAST
 GS0760'OF THE HIGHWAY.
 GS0760
 GS0760                          STATION RECOVERY (1993)
 GS0760
 GS0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0760'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0760'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0760'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 5.0 MILES
 GS0760'(8.0 KM), 214 FEET (65.2 M) EAST OF THE HIGHWAY.
 GS0760
 GS0760                          STATION RECOVERY (1995)
 GS0760
 GS0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0760'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0404 ***********************************************************************
 HP0404  DESIGNATION -  8 DOR
 HP0404  PID         -  HP0404
 HP0404  STATE/COUNTY-  NV/LINCOLN
 HP0404  USGS QUAD   -  WHITE RIVER NARROWS (1970)
 HP0404
 HP0404                         *CURRENT SURVEY CONTROL
 HP0404  ___________________________________________________________________
 HP0404* NAD 83(1986)-  37 49 13.     (N)    115 03 02.     (W)     SCALED    
 HP0404* NAVD 88     -      1378.011  (meters)    4521.02   (feet)  ADJUSTED  
 HP0404  ___________________________________________________________________
 HP0404  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 HP0404  DYNAMIC HT  -        1376.549 (meters)    4516.23  (feet)  COMP
 HP0404  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 HP0404
 HP0404  VERT ORDER  -  SECOND    CLASS 0
 HP0404
 HP0404.The horizontal coordinates were scaled from a topographic map and have
 HP0404.an estimated accuracy of +/- 6 seconds.
 HP0404
 HP0404.The orthometric height was determined by differential leveling
 HP0404.and adjusted by the National Geodetic Survey in June 1991..
 HP0404
 HP0404.The geoid height was determined by GEOID03.
 HP0404
 HP0404.The dynamic height is computed by dividing the NAVD 88
 HP0404.geopotential number by the normal gravity value computed on the
 HP0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0404.degrees latitude (g = 980.6199 gals.).
 HP0404
 HP0404.The modeled gravity was interpolated from observed gravity values.
 HP0404
 HP0404;                    North         East    Units  Estimated Accuracy
 HP0404;SPC NV E     - 8,340,790.      246,910.      MT  (+/- 180 meters Scaled)
 HP0404
 HP0404                          SUPERSEDED SURVEY CONTROL
 HP0404
 HP0404  NGVD 29 (??/??/92) 1377.05   (m)         4517.9    (f) COMPUTED    2 0
 HP0404
 HP0404.Superseded values are not recommended for survey control.
 HP0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0404.See file dsdata.txt to determine how the superseded data were derived.
 HP0404
 HP0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB715876(NAD 83)
 HP0404_MARKER: DD = SURVEY DISK
 HP0404_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0404_SP_SET: COPPER-CLAD STEEL ROD
 HP0404_STAMPING: 8 DOR 1968 4518
 HP0404_MARK LOGO: USGS  
 HP0404_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0404+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 HP0404
 HP0404  HISTORY     - Date     Condition        Report By
 HP0404  HISTORY     - 1968     MONUMENTED       USGS
 HP0404  HISTORY     - 20040721 GOOD             NVGS
 HP0404
 HP0404                          STATION DESCRIPTION
 HP0404
 HP0404'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0404'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 20.5 MILES NORTHEAST
 HP0404'ALONG HIGHWAY 38, AT THE TOP OF A RISE AND NEAR THE EDGE OF A BENCH,
 HP0404'100 FEET SOUTH OF THE CENTERLINE, 38 FEET SOUTH OF THE ROAD, 1.5 FEET
 HP0404'NORTH OF A WITNESS SIGN, SET ON A COPPER-COATED ROD ENCLOSED BY A
 HP0404'FIBER PIPE, AND FLUSH WITH THE GROUND.
 HP0404
 HP0404                          STATION RECOVERY (2004)
 HP0404
 HP0404'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2004 (DRH)
 HP0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0569 ***********************************************************************
 JP0569  DESIGNATION -  8 DOR
 JP0569  PID         -  JP0569
 JP0569  STATE/COUNTY-  NV/LINCOLN
 JP0569  USGS QUAD   -  SHINGLE PASS SE (1980)
 JP0569
 JP0569                         *CURRENT SURVEY CONTROL
 JP0569  ___________________________________________________________________
 JP0569* NAD 83(1986)-  38 35 26.     (N)    114 45 53.     (W)     SCALED    
 JP0569* NAVD 88     -      2007.443  (meters)    6586.09   (feet)  ADJUSTED  
 JP0569  ___________________________________________________________________
 JP0569  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 JP0569  DYNAMIC HT  -        2005.203 (meters)    6578.74  (feet)  COMP
 JP0569  MODELED GRAV-     979,440.9   (mgal)                       NAVD 88
 JP0569
 JP0569  VERT ORDER  -  SECOND    CLASS 0
 JP0569
 JP0569.The horizontal coordinates were scaled from a topographic map and have
 JP0569.an estimated accuracy of +/- 6 seconds.
 JP0569
 JP0569.The orthometric height was determined by differential leveling
 JP0569.and adjusted by the National Geodetic Survey in August 1995..
 JP0569
 JP0569.The geoid height was determined by GEOID03.
 JP0569
 JP0569.The dynamic height is computed by dividing the NAVD 88
 JP0569.geopotential number by the normal gravity value computed on the
 JP0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0569.degrees latitude (g = 980.6199 gals.).
 JP0569
 JP0569.The modeled gravity was interpolated from observed gravity values.
 JP0569
 JP0569;                    North         East    Units  Estimated Accuracy
 JP0569;SPC NV E     - 8,426,470.      271,310.      MT  (+/- 180 meters Scaled)
 JP0569
 JP0569                          SUPERSEDED SURVEY CONTROL
 JP0569
 JP0569.No superseded survey control is available for this station.
 JP0569
 JP0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC946737(NAD 83)
 JP0569_MARKER: DD = SURVEY DISK
 JP0569_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0569_SP_SET: COPPER-CLAD STEEL ROD
 JP0569_STAMPING: 8 DOR 1971 6582
 JP0569_MARK LOGO: USGS  
 JP0569_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0569
 JP0569  HISTORY     - Date     Condition        Report By
 JP0569  HISTORY     - 1971     MONUMENTED       USGS
 JP0569
 JP0569                          STATION DESCRIPTION
 JP0569
 JP0569'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0569'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0569'HIGHWAY 93 TO A T-ROAD WEST, THENCE 6.8 MILES WEST, 0.2 MILE
 JP0569'NORTHWEST OF A T-ROAD SOUTH, 40 FEET NORTHEAST OF THE CENTERLINE OF
 JP0569'THE ROAD, 2 FEET SOUTHEAST OF A WITNESS POST, A 5/8 INCH COPPER COATED
 JP0569'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0451 ***********************************************************************
 KP0451  DESIGNATION -  8 DOR
 KP0451  PID         -  KP0451
 KP0451  STATE/COUNTY-  NV/WHITE PINE
 KP0451  USGS QUAD   -  CONNORS PASS (1993)
 KP0451
 KP0451                         *CURRENT SURVEY CONTROL
 KP0451  ___________________________________________________________________
 KP0451* NAD 83(1986)-  39 01 53.     (N)    114 41 39.     (W)     SCALED    
 KP0451* NAVD 88     -      2149.240  (meters)    7051.30   (feet)  ADJUSTED  
 KP0451  ___________________________________________________________________
 KP0451  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 KP0451  DYNAMIC HT  -        2146.822 (meters)    7043.37  (feet)  COMP
 KP0451  MODELED GRAV-     979,425.1   (mgal)                       NAVD 88
 KP0451
 KP0451  VERT ORDER  -  SECOND    CLASS 0
 KP0451
 KP0451.The horizontal coordinates were scaled from a topographic map and have
 KP0451.an estimated accuracy of +/- 6 seconds.
 KP0451
 KP0451.The orthometric height was determined by differential leveling
 KP0451.and adjusted by the National Geodetic Survey in August 1995..
 KP0451
 KP0451.The geoid height was determined by GEOID03.
 KP0451
 KP0451.The dynamic height is computed by dividing the NAVD 88
 KP0451.geopotential number by the normal gravity value computed on the
 KP0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0451.degrees latitude (g = 980.6199 gals.).
 KP0451
 KP0451.The modeled gravity was interpolated from observed gravity values.
 KP0451
 KP0451;                    North         East    Units  Estimated Accuracy
 KP0451;SPC NV E     - 8,475,460.      276,980.      MT  (+/- 180 meters Scaled)
 KP0451
 KP0451                          SUPERSEDED SURVEY CONTROL
 KP0451
 KP0451.No superseded survey control is available for this station.
 KP0451
 KP0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD995227(NAD 83)
 KP0451_MARKER: DD = SURVEY DISK
 KP0451_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KP0451_SP_SET: COPPER-CLAD STEEL ROD
 KP0451_STAMPING: 8 DOR 1973 7047
 KP0451_MARK LOGO: USGS  
 KP0451_MAGNETIC: I = MARKER IS A STEEL ROD
 KP0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0451
 KP0451  HISTORY     - Date     Condition        Report By
 KP0451  HISTORY     - 1973     MONUMENTED       USGS
 KP0451
 KP0451                          STATION DESCRIPTION
 KP0451
 KP0451'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 KP0451'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 18.6 MILES
 KP0451'SOUTHEAST ALONG U S HIGHWAY 6 TO THE SOUTHEAST END OF A CUT BANK, 75
 KP0451'FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY,  A 5/8 INCH COPPER COATED
 KP0451'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0423 ***********************************************************************
 NW0423  DESIGNATION -  8 FMK
 NW0423  PID         -  NW0423
 NW0423  STATE/COUNTY-  NV/HUMBOLDT
 NW0423  USGS QUAD   -  STAR VALLEY (1973)
 NW0423
 NW0423                         *CURRENT SURVEY CONTROL
 NW0423  ___________________________________________________________________
 NW0423* NAD 83(1986)-  42 01 52.     (N)    116 57 32.     (W)     SCALED    
 NW0423* NAVD 88     -      1502.982  (meters)    4931.03   (feet)  POSTED    
 NW0423  ___________________________________________________________________
 NW0423  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 NW0423  DYNAMIC HT  -        1501.930 (meters)    4927.58  (feet)  COMP
 NW0423  MODELED GRAV-     979,872.7   (mgal)                       NAVD 88
 NW0423
 NW0423  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0423
 NW0423.The horizontal coordinates were scaled from a topographic map and have
 NW0423.an estimated accuracy of +/- 6 seconds.
 NW0423
 NW0423.The orthometric height was determined by differential leveling
 NW0423.and adjusted by the National Geodetic Survey in 1992..
 NW0423.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0423.rate of 0.0 thru 1.0 mm/km.
 NW0423
 NW0423.The geoid height was determined by GEOID03.
 NW0423
 NW0423.The dynamic height is computed by dividing the NAVD 88
 NW0423.geopotential number by the normal gravity value computed on the
 NW0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0423.degrees latitude (g = 980.6199 gals.).
 NW0423
 NW0423.The modeled gravity was interpolated from observed gravity values.
 NW0423
 NW0423;                    North         East    Units  Estimated Accuracy
 NW0423;SPC NV W     - 4,809,430.      934,510.      MT  (+/- 180 meters Scaled)
 NW0423
 NW0423                          SUPERSEDED SURVEY CONTROL
 NW0423
 NW0423.No superseded survey control is available for this station.
 NW0423
 NW0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG034532(NAD 83)
 NW0423_MARKER: DD = SURVEY DISK
 NW0423_SETTING: 66 = SET IN ROCK OUTCROP
 NW0423_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0423_STAMPING: 8 FMK 1973 4927
 NW0423_MARK LOGO: USGS  
 NW0423_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0423+STABILITY: POSITION/ELEVATION WELL
 NW0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0423+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0423
 NW0423  HISTORY     - Date     Condition        Report By
 NW0423  HISTORY     - 1973     MONUMENTED       USGS
 NW0423
 NW0423                          STATION DESCRIPTION
 NW0423
 NW0423'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0423'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0423'ROAD TO A Y-ROAD, 20 FEET NORTH AND 44 FEET WEST OF THE CENTER OF A
 NW0423'Y-ROAD, 9 FEET EAST OF THE CENTERLINE OF A DRAIN, SET IN A ROCK
 NW0423'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0537 ***********************************************************************
 MU0537  DESIGNATION -  8 FMK
 MU0537  PID         -  MU0537
 MU0537  STATE/COUNTY-  NV/ELKO
 MU0537  USGS QUAD   -  SCRAPER SPRINGS (1977)
 MU0537
 MU0537                         *CURRENT SURVEY CONTROL
 MU0537  ___________________________________________________________________
 MU0537* NAD 83(1986)-  41 15 13.     (N)    116 41 25.     (W)     SCALED    
 MU0537* NAVD 88     -      1604.171  (meters)    5263.02   (feet)  POSTED    
 MU0537  ___________________________________________________________________
 MU0537  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 MU0537  DYNAMIC HT  -        1602.910 (meters)    5258.88  (feet)  COMP
 MU0537  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 MU0537
 MU0537  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0537
 MU0537.The horizontal coordinates were scaled from a topographic map and have
 MU0537.an estimated accuracy of +/- 6 seconds.
 MU0537
 MU0537.The orthometric height was determined by differential leveling
 MU0537.and adjusted by the National Geodetic Survey in 1992..
 MU0537.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0537.rate of 0.0 thru 1.0 mm/km.
 MU0537
 MU0537.The geoid height was determined by GEOID03.
 MU0537
 MU0537.The dynamic height is computed by dividing the NAVD 88
 MU0537.geopotential number by the normal gravity value computed on the
 MU0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0537.degrees latitude (g = 980.6199 gals.).
 MU0537
 MU0537.The modeled gravity was interpolated from observed gravity values.
 MU0537
 MU0537;                    North         East    Units  Estimated Accuracy
 MU0537;SPC NV E     - 8,722,400.      107,230.      MT  (+/- 180 meters Scaled)
 MU0537
 MU0537                          SUPERSEDED SURVEY CONTROL
 MU0537
 MU0537.No superseded survey control is available for this station.
 MU0537
 MU0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF259669(NAD 83)
 MU0537_MARKER: DD = SURVEY DISK
 MU0537_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0537_SP_SET: COPPER-CLAD STEEL ROD
 MU0537_STAMPING: 8 FMK 1973 5259
 MU0537_MARK LOGO: USGS  
 MU0537_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0537+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0537
 MU0537  HISTORY     - Date     Condition        Report By
 MU0537  HISTORY     - 1973     MONUMENTED       USGS
 MU0537
 MU0537                          STATION DESCRIPTION
 MU0537
 MU0537'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0537'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0537'MILES EAST ALONG GRAVEL ROAD, THENCE 3.2 MILES NORTH ALONG DIRT ROAD,
 MU0537'57 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 52 FEET EAST OF A
 MU0537'FENCE CORNER, 0.5 FEET NORTH OF THE FENCE, SET ON A COPPER-COATED ROD
 MU0537'ENCASED IN 6-INCH BLACK PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1459 ***********************************************************************
 KR1459  DESIGNATION -  8 HJH
 KR1459  PID         -  KR1459
 KR1459  STATE/COUNTY-  NV/WASHOE
 KR1459  USGS QUAD   -  PAH RAH MTN (1985)
 KR1459
 KR1459                         *CURRENT SURVEY CONTROL
 KR1459  ___________________________________________________________________
 KR1459* NAD 83(1986)-  39 52 24.     (N)    119 23 42.     (W)     SCALED    
 KR1459* NAVD 88     -      1211.665  (meters)    3975.27   (feet)  ADJUSTED  
 KR1459  ___________________________________________________________________
 KR1459  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 KR1459  DYNAMIC HT  -        1210.671 (meters)    3972.01  (feet)  COMP
 KR1459  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 KR1459
 KR1459  VERT ORDER  -  SECOND    CLASS 0
 KR1459
 KR1459.The horizontal coordinates were scaled from a topographic map and have
 KR1459.an estimated accuracy of +/- 6 seconds.
 KR1459
 KR1459.The orthometric height was determined by differential leveling
 KR1459.and adjusted by the National Geodetic Survey in June 1991..
 KR1459
 KR1459.The geoid height was determined by GEOID03.
 KR1459
 KR1459.The dynamic height is computed by dividing the NAVD 88
 KR1459.geopotential number by the normal gravity value computed on the
 KR1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1459.degrees latitude (g = 980.6199 gals.).
 KR1459
 KR1459.The modeled gravity was interpolated from observed gravity values.
 KR1459
 KR1459;                    North         East    Units  Estimated Accuracy
 KR1459;SPC NV W     - 4,568,870.      730,570.      MT  (+/- 180 meters Scaled)
 KR1459
 KR1459                          SUPERSEDED SURVEY CONTROL
 KR1459
 KR1459  NGVD 29 (??/??/92) 1210.690  (m)         3972.07   (f) ADJ UNCH    2 0
 KR1459
 KR1459.Superseded values are not recommended for survey control.
 KR1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1459.See file dsdata.txt to determine how the superseded data were derived.
 KR1459
 KR1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE951164(NAD 83)
 KR1459_MARKER: DB = BENCH MARK DISK
 KR1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1459_SP_SET: CONCRETE POST
 KR1459_STAMPING: 8 HJH 1962 3972
 KR1459_MARK LOGO: USGS  
 KR1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1459+STABILITY: SURFACE MOTION
 KR1459
 KR1459  HISTORY     - Date     Condition        Report By
 KR1459  HISTORY     - 1962     MONUMENTED       USGS
 KR1459
 KR1459                          STATION DESCRIPTION
 KR1459
 KR1459'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1459'6.4 KM (4.00 MI) NORTH FROM NIXON.
 KR1459'4.O MILES NORTH OF NIXON ALONG STATE HIGHWAY 34, ABOUT THE CENTER OF
 KR1459'ACURVE OR ABOUT 21 FEET EAST OF A POINT, 38 FEET EAST OF THE HIGHWAY
 KR1459'CENTERLINE.
 KR1459'THE MARK IS 3.0 FT  SW FROM  A WITNESS POST
 KR1459'THE MARK IS 4.0 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0567 ***********************************************************************
 JQ0567  DESIGNATION -  8 JCO ET
 JQ0567  PID         -  JQ0567
 JQ0567  STATE/COUNTY-  NV/NYE
 JQ0567  USGS QUAD   -  PALISADE MESA (1980)
 JQ0567
 JQ0567                         *CURRENT SURVEY CONTROL
 JQ0567  ___________________________________________________________________
 JQ0567* NAD 83(1994)-  38 28 59.43154(N)    116 13 03.65617(W)     ADJUSTED  
 JQ0567* NAVD 88     -      1733.1    (meters)    5686.     (feet)  VERTCON   
 JQ0567  ___________________________________________________________________
 JQ0567  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 JQ0567  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 JQ0567
 JQ0567  HORZ ORDER  -  SECOND
 JQ0567
 JQ0567.The horizontal coordinates were established by classical geodetic methods
 JQ0567.and adjusted by the National Geodetic Survey in June 1998..
 JQ0567
 JQ0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0567
 JQ0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0567
 JQ0567.The geoid height was determined by GEOID03.
 JQ0567
 JQ0567;                    North         East     Units Scale Factor Converg.
 JQ0567;SPC NV C     - 6,414,326.753   539,171.434   MT  0.99991889   +0 16 45.8
 JQ0567;SPC NV C     -21,044,337.02  1,768,931.61   sFT  0.99991889   +0 16 45.8
 JQ0567;SPC NV E     - 8,414,421.897   144,656.395   MT  0.99993771   -0 23 41.1
 JQ0567;SPC NV E     -27,606,315.84    474,593.52   sFT  0.99993771   -0 23 41.1
 JQ0567;UTM  11      - 4,259,716.435   568,232.791   MT  0.99965733   +0 29 12.6
 JQ0567
 JQ0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0567!SPC NV C     -   0.99973186  x   0.99991889  =   0.99965077
 JQ0567!SPC NV E     -   0.99973186  x   0.99993771  =   0.99966959
 JQ0567!UTM  11      -   0.99973186  x   0.99965733  =   0.99938928
 JQ0567
 JQ0567|---------------------------------------------------------------------|
 JQ0567| PID    Reference Object                     Distance      Geod. Az  |
 JQ0567|                                                           dddmmss.s |
 JQ0567| DD5835 8 JCO ET RM 2                        14.906 METERS 11343     |
 JQ0567| JQ0566 7 JCO ET                            APPROX. 7.2 KM 1553548.1 |
 JQ0567| DD5834 8 JCO ET RM 1                        15.650 METERS 20136     |
 JQ0567|---------------------------------------------------------------------|
 JQ0567
 JQ0567                          SUPERSEDED SURVEY CONTROL
 JQ0567
 JQ0567  NAD 83(1986)-  38 28 59.42781(N)    116 13 03.65864(W) AD(       ) 2
 JQ0567  NAD 27      -  38 28 59.66602(N)    116 13 00.46711(W) AD(       ) 2
 JQ0567  NGVD 29 (07/19/86) 1731.9    (m)         5682.     (f) VERT ANG       
 JQ0567
 JQ0567.Superseded values are not recommended for survey control.
 JQ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0567.See file dsdata.txt to determine how the superseded data were derived.
 JQ0567
 JQ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC6823359716(NAD 83)
 JQ0567_MARKER: DD = SURVEY DISK
 JQ0567_SETTING: 0 = UNSPECIFIED SETTING
 JQ0567
 JQ0567  HISTORY     - Date     Condition        Report By
 JQ0567  HISTORY     - 1967     MONUMENTED       USGS
 JQ0567
 JQ0567                          STATION DESCRIPTION
 JQ0567
 JQ0567'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (WAO)
 JQ0567'LOCATED ABOUT 21 MI. (AIRLINE) NNE. OF WARM SPRINGS.  ABOUT 5.5
 JQ0567'MI. E. OF HOT CREEK RANCH.  ON A LOW, ROUNDED TOP.
 JQ0567'
 JQ0567'TO REACH FROM WARM SPRINGS TRAVEL NE. ON U.S. HIGHWAY 6 FOR
 JQ0567'21.1 MI. TO A DIRT RD. LEFT WITH SIGN HOT CREEK 12.  TURN LEFT
 JQ0567'AND FOLLOW RD. FOR 4.2 MI. TURN RIGHT OFF RD. AND GO UP LOW
 JQ0567'HILL TO TOP AND STATION, ABOUT 600 FT. S. OF THE RD.
 JQ0567'
 JQ0567'STATION MARK--A STANDARD BRASS TABLET STAMPED ET 8 JCO 1967 SET
 JQ0567'ON A COPPERWELD ROD.
 JQ0567'
 JQ0567'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 JQ0567'NO 1 1967 ON A COPPERWELD ROD.
 JQ0567'
 JQ0567'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 JQ0567'NO 2 1967 ON A COPPERWELD ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0462 ***********************************************************************
 MV0462  DESIGNATION -  8 LRC
 MV0462  PID         -  MV0462
 MV0462  STATE/COUNTY-  NV/HUMBOLDT
 MV0462  USGS QUAD   -  BATTLE CREEK RANCH (1982)
 MV0462
 MV0462                         *CURRENT SURVEY CONTROL
 MV0462  ___________________________________________________________________
 MV0462* NAD 83(1986)-  41 26 29.     (N)    118 49 34.     (W)     SCALED    
 MV0462* NAVD 88     -      1300.315  (meters)    4266.12   (feet)  ADJUSTED  
 MV0462  ___________________________________________________________________
 MV0462  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 MV0462  DYNAMIC HT  -        1299.415 (meters)    4263.16  (feet)  COMP
 MV0462  MODELED GRAV-     979,886.0   (mgal)                       NAVD 88
 MV0462
 MV0462  VERT ORDER  -  SECOND    CLASS 0
 MV0462
 MV0462.The horizontal coordinates were scaled from a topographic map and have
 MV0462.an estimated accuracy of +/- 6 seconds.
 MV0462
 MV0462.The orthometric height was determined by differential leveling
 MV0462.and adjusted by the National Geodetic Survey in June 1991..
 MV0462
 MV0462.The geoid height was determined by GEOID03.
 MV0462
 MV0462.The dynamic height is computed by dividing the NAVD 88
 MV0462.geopotential number by the normal gravity value computed on the
 MV0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0462.degrees latitude (g = 980.6199 gals.).
 MV0462
 MV0462.The modeled gravity was interpolated from observed gravity values.
 MV0462
 MV0462;                    North         East    Units  Estimated Accuracy
 MV0462;SPC NV W     - 4,742,690.      779,710.      MT  (+/- 180 meters Scaled)
 MV0462
 MV0462                          SUPERSEDED SURVEY CONTROL
 MV0462
 MV0462  NGVD 29 (??/??/92) 1299.27   (m)         4262.7    (f) COMPUTED    2 0
 MV0462
 MV0462.Superseded values are not recommended for survey control.
 MV0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0462.See file dsdata.txt to determine how the superseded data were derived.
 MV0462
 MV0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF474893(NAD 83)
 MV0462_MARKER: DD = SURVEY DISK
 MV0462_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0462_SP_SET: COPPER-CLAD STEEL ROD
 MV0462_STAMPING: 8 LRC 1972 4263
 MV0462_MARK LOGO: USGS  
 MV0462_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0462+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0462
 MV0462  HISTORY     - Date     Condition        Report By
 MV0462  HISTORY     - 1972     MONUMENTED       USGS
 MV0462
 MV0462                          STATION DESCRIPTION
 MV0462
 MV0462'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0462'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0462'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0462'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0462'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0462'ALONG TRACK ROAD, THENCE 13.0 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0462'TO THE SUMMIT OF A SADDLE, 4.0 MILES NORTH OF BATTLE CREEK RANCH, 8.1
 MV0462'MILES SOUTH OF LEONARD CREEK RANCH, 52 FEET SOUTH OF THE CENTERLINE OF
 MV0462'A CROSSING OF AN OLD ROAD, 2 FEET NORTH OF A WITNESS POST, ENCASED IN
 MV0462'A DRAINPIPE CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0433 ***********************************************************************
 HP0433  DESIGNATION -  8 LRC
 HP0433  PID         -  HP0433
 HP0433  STATE/COUNTY-  NV/LINCOLN
 HP0433  USGS QUAD   -  LIME MOUNTAIN (1973)
 HP0433
 HP0433                         *CURRENT SURVEY CONTROL
 HP0433  ___________________________________________________________________
 HP0433* NAD 83(1986)-  37 11 02.     (N)    114 09 23.     (W)     SCALED    
 HP0433* NAVD 88     -      1166.077  (meters)    3825.70   (feet)  POSTED    
 HP0433  ___________________________________________________________________
 HP0433  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 HP0433  DYNAMIC HT  -        1164.870 (meters)    3821.74  (feet)  COMP
 HP0433  MODELED GRAV-     979,555.4   (mgal)                       NAVD 88
 HP0433
 HP0433  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0433
 HP0433.The horizontal coordinates were scaled from a topographic map and have
 HP0433.an estimated accuracy of +/- 6 seconds.
 HP0433
 HP0433.The orthometric height was determined by differential leveling
 HP0433.and adjusted by the National Geodetic Survey in 1992..
 HP0433.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0433.rate of 1.1 thru 2.0 mm/km.
 HP0433
 HP0433.The geoid height was determined by GEOID03.
 HP0433
 HP0433.The dynamic height is computed by dividing the NAVD 88
 HP0433.geopotential number by the normal gravity value computed on the
 HP0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0433.degrees latitude (g = 980.6199 gals.).
 HP0433
 HP0433.The modeled gravity was interpolated from observed gravity values.
 HP0433
 HP0433;                    North         East    Units  Estimated Accuracy
 HP0433;SPC NV E     - 8,270,990.      326,700.      MT  (+/- 180 meters Scaled)
 HP0433
 HP0433                          SUPERSEDED SURVEY CONTROL
 HP0433
 HP0433.No superseded survey control is available for this station.
 HP0433
 HP0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB524190(NAD 83)
 HP0433_MARKER: DD = SURVEY DISK
 HP0433_SETTING: 66 = SET IN ROCK OUTCROP
 HP0433_SP_SET: ROCK LEDGE
 HP0433_STAMPING: 8 LRC 1973 3823
 HP0433_MARK LOGO: USGS  
 HP0433_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0433+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0433
 HP0433  HISTORY     - Date     Condition        Report By
 HP0433  HISTORY     - 1973     MONUMENTED       USGS
 HP0433
 HP0433                          STATION DESCRIPTION
 HP0433
 HP0433'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0433'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0433'MILES NORTH ALONG A GRAVEL ROAD, THENCE 19.9 MILES EASTERLY ALONG THE
 HP0433'BLM ROAD TO A DRAIN CROSSING, ABOUT 150 FEET EAST OF THE DRAIN
 HP0433'CROSSING, 69 FEET NORTHEAST OF THE CENTER OF THE ROAD, 18 FEET NORTH
 HP0433'OF THE CENTER OF A WASH, IN A SANDSTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0765 ***********************************************************************
 GS0765  DESIGNATION -  8 PDI
 GS0765  PID         -  GS0765
 GS0765  STATE/COUNTY-  NV/NYE
 GS0765  USGS QUAD   -  POINT OF ROCKS (1984)
 GS0765
 GS0765                         *CURRENT SURVEY CONTROL
 GS0765  ___________________________________________________________________
 GS0765* NAD 83(1986)-  36 36 19.     (N)    116 02 57.     (W)     SCALED    
 GS0765* NAVD 88     -       952.136  (meters)    3123.80   (feet)  ADJUSTED  
 GS0765  ___________________________________________________________________
 GS0765  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 GS0765  DYNAMIC HT  -         951.145 (meters)    3120.55  (feet)  COMP
 GS0765  MODELED GRAV-     979,558.9   (mgal)                       NAVD 88
 GS0765
 GS0765  VERT ORDER  -  FIRST     CLASS I
 GS0765
 GS0765.The horizontal coordinates were scaled from a topographic map and have
 GS0765.an estimated accuracy of +/- 6 seconds.
 GS0765
 GS0765.The orthometric height was determined by differential leveling
 GS0765.and adjusted by the National Geodetic Survey in May 2004..
 GS0765
 GS0765.The geoid height was determined by GEOID03.
 GS0765
 GS0765.The dynamic height is computed by dividing the NAVD 88
 GS0765.geopotential number by the normal gravity value computed on the
 GS0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0765.degrees latitude (g = 980.6199 gals.).
 GS0765
 GS0765.The modeled gravity was interpolated from observed gravity values.
 GS0765
 GS0765;                    North         East    Units  Estimated Accuracy
 GS0765;SPC NV C     - 6,206,010.      555,240.      MT  (+/- 180 meters Scaled)
 GS0765
 GS0765                          SUPERSEDED SURVEY CONTROL
 GS0765
 GS0765  NAVD 88 (??/??/92)  952.142  (m)         3123.82   (f) UNKNOWN     3 0
 GS0765  NGVD 29 (05/01/91)  951.314  (m)         3121.10   (f) ADJUSTED    1 1
 GS0765
 GS0765.Superseded values are not recommended for survey control.
 GS0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0765.See file dsdata.txt to determine how the superseded data were derived.
 GS0765
 GS0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA850515(NAD 83)
 GS0765_MARKER: DB = BENCH MARK DISK
 GS0765_SETTING: 0 = UNSPECIFIED SETTING
 GS0765_STAMPING: 8 PDI 1986
 GS0765_MARK LOGO: USGS  
 GS0765_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0765
 GS0765  HISTORY     - Date     Condition        Report By
 GS0765  HISTORY     - 1986     MONUMENTED       USGS
 GS0765  HISTORY     - 1988     GOOD             USGS
 GS0765  HISTORY     - 19910626 GOOD             USGS
 GS0765  HISTORY     - 19930412 GOOD             USGS
 GS0765  HISTORY     - 19950412 GOOD             USGS
 GS0765
 GS0765                          STATION DESCRIPTION
 GS0765
 GS0765'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0765'10.5 KM (6.50 MI) NW FROM MERCURY.
 GS0765'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0765'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0765'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES TO A ROAD
 GS0765'JUNCTION, THENCE TURN WESTERLY (LEFT) AND PROCEED 0.05 MILES TO
 GS0765'ANOTHER ROAD JUNCTION, TURN SOUTH AND PROCEED 0.35 MILES TO A LOCKED
 GS0765'GATE, CONTINUE SOUTH ON THE ROAD 1.7 MILES, 26 FEET SOUTHEAST OF AN
 GS0765'OLD ROAD, 83 FEET WEST OF THE ROAD.
 GS0765'THE MARK IS 8 FT  N FROM  A ROCK CAIRN
 GS0765
 GS0765                          STATION RECOVERY (1988)
 GS0765
 GS0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0765'RECOVERED IN GOOD CONDITION.
 GS0765
 GS0765                          STATION RECOVERY (1991)
 GS0765
 GS0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0765'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0765'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0765'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES TO A ROAD
 GS0765'JUNCTION, THENCE TURN WESTERLYAND PROCEED 0.05 MILE TO ANOTHER ROAD
 GS0765'JUNCTION, TURN SOUTH AND PROCEED 0.35 MILE TO A LOCKED GATE, CONTINUE
 GS0765'SOUTH ON THE ROAD 1.7 MILES, 26 FEET SOUTHEAST OF AN OLD ROAD, 83
 GS0765'FEET WEST OF THE ROAD.
 GS0765
 GS0765                          STATION RECOVERY (1993)
 GS0765
 GS0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0765'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0765'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0765'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES
 GS0765'(7.1 KM) TO A ROAD JUNCTION, THENCE TURN WESTERLYAND PROCEED 0.05
 GS0765'MILE (0.08 KM) TO ANOTHER ROAD JUNCTION, TURN SOUTH AND PROCEED 0.35
 GS0765'MILE (0.56 KM) TO A LOCKED GATE, CONTINUE SOUTH ON THE ROAD 1.7 MILES
 GS0765'(2.7 KM), 26 FEET (7.9 M) SOUTHEAST OF AN OLD ROAD, 83 FEET
 GS0765'(25.3 M) WEST OF THE ROAD.
 GS0765
 GS0765                          STATION RECOVERY (1995)
 GS0765
 GS0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0765'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0646 ***********************************************************************
 GS0646  DESIGNATION -  8 TJS
 GS0646  PID         -  GS0646
 GS0646  STATE/COUNTY-  NV/NYE
 GS0646  USGS QUAD   -  CRATER FLAT (1986)
 GS0646
 GS0646                         *CURRENT SURVEY CONTROL
 GS0646  ___________________________________________________________________
 GS0646* NAD 83(1986)-  36 48 29.     (N)    116 35 42.     (W)     SCALED    
 GS0646* NAVD 88     -       972.301  (meters)    3189.96   (feet)  ADJUSTED  
 GS0646  ___________________________________________________________________
 GS0646  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 GS0646  DYNAMIC HT  -         971.259 (meters)    3186.54  (feet)  COMP
 GS0646  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 GS0646
 GS0646  VERT ORDER  -  FIRST     CLASS I
 GS0646
 GS0646.The horizontal coordinates were scaled from a topographic map and have
 GS0646.an estimated accuracy of +/- 6 seconds.
 GS0646
 GS0646.The orthometric height was determined by differential leveling
 GS0646.and adjusted by the National Geodetic Survey in May 2004..
 GS0646
 GS0646.The geoid height was determined by GEOID03.
 GS0646
 GS0646.The dynamic height is computed by dividing the NAVD 88
 GS0646.geopotential number by the normal gravity value computed on the
 GS0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0646.degrees latitude (g = 980.6199 gals.).
 GS0646
 GS0646.The modeled gravity was interpolated from observed gravity values.
 GS0646
 GS0646;                    North         East    Units  Estimated Accuracy
 GS0646;SPC NV C     - 6,228,330.      506,400.      MT  (+/- 180 meters Scaled)
 GS0646
 GS0646                          SUPERSEDED SURVEY CONTROL
 GS0646
 GS0646  NAVD 88 (??/??/92)  972.304  (m)         3189.97   (f) UNKNOWN     3 0
 GS0646  NGVD 29 (05/01/91)  971.404  (m)         3187.01   (f) ADJUSTED    1 1
 GS0646
 GS0646.Superseded values are not recommended for survey control.
 GS0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0646.See file dsdata.txt to determine how the superseded data were derived.
 GS0646
 GS0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA361736(NAD 83)
 GS0646_MARKER: DB = BENCH MARK DISK
 GS0646_SETTING: 0 = UNSPECIFIED SETTING
 GS0646_STAMPING: 8 TJS 1983
 GS0646_MARK LOGO: USGS  
 GS0646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0646
 GS0646  HISTORY     - Date     Condition        Report By
 GS0646  HISTORY     - 1983     MONUMENTED       USGS
 GS0646  HISTORY     - 1986     GOOD             USGS
 GS0646  HISTORY     - 1988     GOOD             USGS
 GS0646  HISTORY     - 19910107 GOOD             USGS
 GS0646  HISTORY     - 19921208 GOOD             USGS
 GS0646  HISTORY     - 19941219 GOOD             USGS
 GS0646
 GS0646                          STATION DESCRIPTION
 GS0646
 GS0646'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0646'31.5 KM (19.60 MI) ESE FROM BEATTY.
 GS0646'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0646'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0646'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0646'T-INTERSECTION, THENCE EAST 0.65 MILES, 217 FEET NORTH OF THE
 GS0646'CENTERLINE OF THE ROAD, 5 FEET SOUTH OF A ROCK CAIRN.
 GS0646
 GS0646                          STATION RECOVERY (1986)
 GS0646
 GS0646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0646'RECOVERED IN GOOD CONDITION.
 GS0646
 GS0646                          STATION RECOVERY (1988)
 GS0646
 GS0646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0646'RECOVERED IN GOOD CONDITION.
 GS0646
 GS0646                          STATION RECOVERY (1991)
 GS0646
 GS0646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0646'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0646'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0646'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0646'T-INTERSECTION, THENCE EAST 0.65 MILES, 217 FEET NORTH OF THE
 GS0646'CENTERLINE OF THE ROAD, 5 FEET SOUTH OF A ROCK CAIRN.
 GS0646
 GS0646                          STATION RECOVERY (1992)
 GS0646
 GS0646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0646'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0646'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0646'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0646'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 0.65 MILES (1.05 KM), 217
 GS0646'FEET (66.1 M) NORTH OF THE CENTERLINE OF THE ROAD, 5 FEET (1.5 M)
 GS0646'SOUTH OF A ROCK CAIRN.
 GS0646
 GS0646                          STATION RECOVERY (1994)
 GS0646
 GS0646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0646'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0348 ***********************************************************************
 LR0348  DESIGNATION -  80
 LR0348  PID         -  LR0348
 LR0348  STATE/COUNTY-  NV/HUMBOLDT
 LR0348  USGS QUAD   -  IRON POINT (1965)
 LR0348
 LR0348                         *CURRENT SURVEY CONTROL
 LR0348  ___________________________________________________________________
 LR0348* NAD 83(1986)-  40 54 25.     (N)    117 19 07.     (W)     SCALED    
 LR0348* NAVD 88     -      1425.355  (meters)    4676.35   (feet)  ADJUSTED  
 LR0348  ___________________________________________________________________
 LR0348  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 LR0348  DYNAMIC HT  -        1424.267 (meters)    4672.78  (feet)  COMP
 LR0348  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 LR0348
 LR0348  VERT ORDER  -  SECOND    CLASS 0
 LR0348
 LR0348.The horizontal coordinates were scaled from a topographic map and have
 LR0348.an estimated accuracy of +/- 6 seconds.
 LR0348
 LR0348.The orthometric height was determined by differential leveling
 LR0348.and adjusted by the National Geodetic Survey in June 1991..
 LR0348
 LR0348.The geoid height was determined by GEOID03.
 LR0348
 LR0348.The dynamic height is computed by dividing the NAVD 88
 LR0348.geopotential number by the normal gravity value computed on the
 LR0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0348.degrees latitude (g = 980.6199 gals.).
 LR0348
 LR0348.The modeled gravity was interpolated from observed gravity values.
 LR0348
 LR0348;                    North         East    Units  Estimated Accuracy
 LR0348;SPC NV W     - 4,684,080.      906,550.      MT  (+/- 180 meters Scaled)
 LR0348
 LR0348                          SUPERSEDED SURVEY CONTROL
 LR0348
 LR0348  NGVD 29 (??/??/92) 1424.33   (m)         4673.0    (f) COMPUTED    2 0
 LR0348
 LR0348.Superseded values are not recommended for survey control.
 LR0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0348.See file dsdata.txt to determine how the superseded data were derived.
 LR0348
 LR0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF731284(NAD 83)
 LR0348_MARKER: DD = SURVEY DISK
 LR0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0348_STAMPING: BM I-001-3 (2) 80
 LR0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0348+STABILITY: SURFACE MOTION
 LR0348
 LR0348  HISTORY     - Date     Condition        Report By
 LR0348  HISTORY     - UNK      MONUMENTED       NVDH
 LR0348  HISTORY     - 1958     GOOD             NGS
 LR0348  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0348
 LR0348                          STATION DESCRIPTION
 LR0348
 LR0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0348'9.3 MI E FROM GOLCONDA.
 LR0348'9.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0348'154.0 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 4.5 FEET NORTH OF A
 LR0348'METAL WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES
 LR0348'ABOVE GROUND SURFACE.
 LR0348
 LR0348                          STATION RECOVERY (1984)
 LR0348
 LR0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0348'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0680 ***********************************************************************
 MU0680  DESIGNATION -  80 BKC
 MU0680  PID         -  MU0680
 MU0680  STATE/COUNTY-  NV/ELKO
 MU0680  USGS QUAD   -  RODEAR FLAT (1973)
 MU0680
 MU0680                         *CURRENT SURVEY CONTROL
 MU0680  ___________________________________________________________________
 MU0680* NAD 83(1986)-  41 28 58.     (N)    116 59 59.     (W)     SCALED    
 MU0680* NAVD 88     -      1474.813  (meters)    4838.62   (feet)  POSTED    
 MU0680  ___________________________________________________________________
 MU0680  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 MU0680  DYNAMIC HT  -        1473.730 (meters)    4835.06  (feet)  COMP
 MU0680  MODELED GRAV-     979,838.1   (mgal)                       NAVD 88
 MU0680
 MU0680  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0680
 MU0680.The horizontal coordinates were scaled from a topographic map and have
 MU0680.an estimated accuracy of +/- 6 seconds.
 MU0680
 MU0680.The orthometric height was determined by differential leveling
 MU0680.and adjusted by the National Geodetic Survey in 1992..
 MU0680.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0680.rate of 0.0 thru 1.0 mm/km.
 MU0680
 MU0680.The geoid height was determined by GEOID03.
 MU0680
 MU0680.The dynamic height is computed by dividing the NAVD 88
 MU0680.geopotential number by the normal gravity value computed on the
 MU0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0680.degrees latitude (g = 980.6199 gals.).
 MU0680
 MU0680.The modeled gravity was interpolated from observed gravity values.
 MU0680
 MU0680;                    North         East    Units  Estimated Accuracy
 MU0680;SPC NV E     - 8,748,230.       81,720.      MT  (+/- 180 meters Scaled)
 MU0680
 MU0680                          SUPERSEDED SURVEY CONTROL
 MU0680
 MU0680.No superseded survey control is available for this station.
 MU0680
 MU0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF000923(NAD 83)
 MU0680_MARKER: DD = SURVEY DISK
 MU0680_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MU0680_SP_SET: HEADWALL
 MU0680_STAMPING: 80 BKC 1973 4835
 MU0680_MARK LOGO: USGS  
 MU0680_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0680+STABILITY: SURFACE MOTION
 MU0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0680+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0680
 MU0680  HISTORY     - Date     Condition        Report By
 MU0680  HISTORY     - 1974     MONUMENTED       USGS
 MU0680
 MU0680                          STATION DESCRIPTION
 MU0680
 MU0680'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0680'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0680'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0680'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0680'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0680'T-ROAD WEST, THENCE 25.9 MILES WEST ALONG A TRACK RAOD, 1.7 MILES
 MU0680'SOUTH AND 0.2 MILES NORTHEAST OF LITTLE HUMBOLDT RANCH, TO THE SOUTH
 MU0680'FORK OF LITTLE HUMBOLDT RIVER, 8 FEET SOUTHWEST OF THE CENTERLINE OF
 MU0680'THE RIVER, 8 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, SET IN THE
 MU0680'SOUTHEAST CONCRETE HEADWALL OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0412 ***********************************************************************
 JP0412  DESIGNATION -  80 DOR
 JP0412  PID         -  JP0412
 JP0412  STATE/COUNTY-  NV/NYE
 JP0412  USGS QUAD   -  DUCKWATER (1990)
 JP0412
 JP0412                         *CURRENT SURVEY CONTROL
 JP0412  ___________________________________________________________________
 JP0412* NAD 83(1986)-  38 56 25.     (N)    115 41 56.     (W)     SCALED    
 JP0412* NAVD 88     -      1711.683  (meters)    5615.75   (feet)  ADJUSTED  
 JP0412  ___________________________________________________________________
 JP0412  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 JP0412  DYNAMIC HT  -        1709.878 (meters)    5609.82  (feet)  COMP
 JP0412  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 JP0412
 JP0412  VERT ORDER  -  SECOND    CLASS 0
 JP0412
 JP0412.The horizontal coordinates were scaled from a topographic map and have
 JP0412.an estimated accuracy of +/- 6 seconds.
 JP0412
 JP0412.The orthometric height was determined by differential leveling
 JP0412.and adjusted by the National Geodetic Survey in June 1991..
 JP0412
 JP0412.The geoid height was determined by GEOID03.
 JP0412
 JP0412.The dynamic height is computed by dividing the NAVD 88
 JP0412.geopotential number by the normal gravity value computed on the
 JP0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0412.degrees latitude (g = 980.6199 gals.).
 JP0412
 JP0412.The modeled gravity was interpolated from observed gravity values.
 JP0412
 JP0412;                    North         East    Units  Estimated Accuracy
 JP0412;SPC NV C     - 6,465,410.      583,900.      MT  (+/- 180 meters Scaled)
 JP0412
 JP0412                          SUPERSEDED SURVEY CONTROL
 JP0412
 JP0412.No superseded survey control is available for this station.
 JP0412
 JP0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD127109(NAD 83)
 JP0412_MARKER: DD = SURVEY DISK
 JP0412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0412_SP_SET: COPPER-CLAD STEEL ROD
 JP0412_STAMPING: 80 DOR 1967 5612
 JP0412_MARK LOGO: USGS  
 JP0412_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0412+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0412
 JP0412  HISTORY     - Date     Condition        Report By
 JP0412  HISTORY     - 1967     MONUMENTED       USGS
 JP0412
 JP0412                          STATION DESCRIPTION
 JP0412
 JP0412'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0412'FROM CURRANT, NEVADA, (AT T-ROAD WEST TO DUCKWATER) PROCEED 18.6 MILES
 JP0412'NORTH ALONG THE DUCKWATER ROAD, AT THE JUNCTION, 70 FEET EAST AND 2
 JP0412'FEET HIGHER THAN THE ROAD, 1.5 FEET WEST OF A WITNESS, SET ON A
 JP0412'COPPER-COATED ROD, ENCLOSED IN A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0524 ***********************************************************************
 JP0524  DESIGNATION -  80 DOR
 JP0524  PID         -  JP0524
 JP0524  STATE/COUNTY-  NV/LINCOLN
 JP0524  USGS QUAD   -  BAILEY WASH (1971)
 JP0524
 JP0524                         *CURRENT SURVEY CONTROL
 JP0524  ___________________________________________________________________
 JP0524* NAD 83(1986)-  38 10 02.     (N)    114 49 52.     (W)     SCALED    
 JP0524* NAVD 88     -      1593.680  (meters)    5228.60   (feet)  ADJUSTED  
 JP0524  ___________________________________________________________________
 JP0524  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 JP0524  DYNAMIC HT  -        1591.956 (meters)    5222.94  (feet)  COMP
 JP0524  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 JP0524
 JP0524  VERT ORDER  -  SECOND    CLASS 0
 JP0524
 JP0524.The horizontal coordinates were scaled from a topographic map and have
 JP0524.an estimated accuracy of +/- 6 seconds.
 JP0524
 JP0524.The orthometric height was determined by differential leveling
 JP0524.and adjusted by the National Geodetic Survey in August 1995..
 JP0524
 JP0524.The geoid height was determined by GEOID03.
 JP0524
 JP0524.The dynamic height is computed by dividing the NAVD 88
 JP0524.geopotential number by the normal gravity value computed on the
 JP0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0524.degrees latitude (g = 980.6199 gals.).
 JP0524
 JP0524.The modeled gravity was interpolated from observed gravity values.
 JP0524
 JP0524;                    North         East    Units  Estimated Accuracy
 JP0524;SPC NV E     - 8,379,430.      265,910.      MT  (+/- 180 meters Scaled)
 JP0524
 JP0524                          SUPERSEDED SURVEY CONTROL
 JP0524
 JP0524.No superseded survey control is available for this station.
 JP0524
 JP0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC900265(NAD 83)
 JP0524_MARKER: DD = SURVEY DISK
 JP0524_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0524_SP_SET: COPPER-CLAD STEEL ROD
 JP0524_STAMPING: 80 DOR 1971 5225
 JP0524_MARK LOGO: USGS  
 JP0524_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0524
 JP0524  HISTORY     - Date     Condition        Report By
 JP0524  HISTORY     - 1971     MONUMENTED       USGS
 JP0524
 JP0524                          STATION DESCRIPTION
 JP0524
 JP0524'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0524'FROM THE POST OFFICE AT PIOCHE, PROCEED 13.7 MILES NORTH ALONG U S
 JP0524'HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 16.9 MILES WEST
 JP0524'TO A Y-ROAD NORTHEAST, THENCE 4.9 MILES NORTH, 13.7 MILES NORTH OF
 JP0524'THE PIOCHE POST OFFICE ALONG U S HIGHWAY 93 TO A T-ROAD NORTHWEST TO
 JP0524'SUNNYSIDE, THENCE 7.5 MILES WEST TO A Y-ROAD NORTHWEST, THENCE 10.0
 JP0524'MILES NORTHWEST TO A ROAD CROSSING, THENCE 3.1 MILES SOUTH, 0.2 MILE
 JP0524'NORTH OF A BAD WASH CROSSING, 18 FEET WEST OF AND 2 FEET HIGHER THAN
 JP0524'THE CENTERLINE OF ROAD, 2 FEET EAST OF A WITNESS POST, ON A 5/8 INCH
 JP0524'COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH
 JP0524'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0661 ***********************************************************************
 JP0661  DESIGNATION -  80 DOR
 JP0661  PID         -  JP0661
 JP0661  STATE/COUNTY-  NV/LINCOLN
 JP0661  USGS QUAD   -  PONY SPRINGS (1973)
 JP0661
 JP0661                         *CURRENT SURVEY CONTROL
 JP0661  ___________________________________________________________________
 JP0661* NAD 83(1986)-  38 20 05.     (N)    114 31 15.     (W)     SCALED    
 JP0661* NAVD 88     -      1835.993  (meters)    6023.59   (feet)  ADJUSTED  
 JP0661  ___________________________________________________________________
 JP0661  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 JP0661  DYNAMIC HT  -        1833.934 (meters)    6016.83  (feet)  COMP
 JP0661  MODELED GRAV-     979,442.7   (mgal)                       NAVD 88
 JP0661
 JP0661  VERT ORDER  -  SECOND    CLASS 0
 JP0661
 JP0661.The horizontal coordinates were scaled from a topographic map and have
 JP0661.an estimated accuracy of +/- 6 seconds.
 JP0661
 JP0661.The orthometric height was determined by differential leveling
 JP0661.and adjusted by the National Geodetic Survey in August 1995..
 JP0661
 JP0661.The geoid height was determined by GEOID03.
 JP0661
 JP0661.The dynamic height is computed by dividing the NAVD 88
 JP0661.geopotential number by the normal gravity value computed on the
 JP0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0661.degrees latitude (g = 980.6199 gals.).
 JP0661
 JP0661.The modeled gravity was interpolated from observed gravity values.
 JP0661
 JP0661;                    North         East    Units  Estimated Accuracy
 JP0661;SPC NV E     - 8,398,290.      292,890.      MT  (+/- 180 meters Scaled)
 JP0661
 JP0661                          SUPERSEDED SURVEY CONTROL
 JP0661
 JP0661.No superseded survey control is available for this station.
 JP0661
 JP0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC166458(NAD 83)
 JP0661_MARKER: DD = SURVEY DISK
 JP0661_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0661_SP_SET: COPPER-CLAD STEEL ROD
 JP0661_STAMPING: 80 DOR 1973 6019
 JP0661_MARK LOGO: USGS  
 JP0661_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0661
 JP0661  HISTORY     - Date     Condition        Report By
 JP0661  HISTORY     - 1973     MONUMENTED       USGS
 JP0661
 JP0661                          STATION DESCRIPTION
 JP0661
 JP0661'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0661'FROM THE POST OFFICE AT PIOCHE, PROCEED 29.4 MILES NORTH ALONG U S
 JP0661'HIGHWAY 93 TO A T-ROAD NORTHEAST TOWARD ATLANTA, THENCE 4.8 MILES
 JP0661'NORTHEAST, 0.5 MILE EAST OF A WINDMILL, 50 FEET SOUTH OF AND 1 FOOT
 JP0661'HIGHER THAN CENTERLINE OF THE ROAD,  A 5/8 INCH COPPER COATED ROD
 JP0661'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0655 ***********************************************************************
 MU0655  DESIGNATION -  80 HEI
 MU0655  PID         -  MU0655
 MU0655  STATE/COUNTY-  NV/HUMBOLDT
 MU0655  USGS QUAD   -  KENNY CREEK (1980)
 MU0655
 MU0655                         *CURRENT SURVEY CONTROL
 MU0655  ___________________________________________________________________
 MU0655* NAD 83(1986)-  41 16 54.     (N)    117 07 22.     (W)     SCALED    
 MU0655* NAVD 88     -      1543.411  (meters)    5063.67   (feet)  POSTED    
 MU0655  ___________________________________________________________________
 MU0655  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 MU0655  DYNAMIC HT  -        1542.250 (meters)    5059.87  (feet)  COMP
 MU0655  MODELED GRAV-     979,819.1   (mgal)                       NAVD 88
 MU0655
 MU0655  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0655
 MU0655.The horizontal coordinates were scaled from a topographic map and have
 MU0655.an estimated accuracy of +/- 6 seconds.
 MU0655
 MU0655.The orthometric height was determined by differential leveling
 MU0655.and adjusted by the National Geodetic Survey in 1992..
 MU0655.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0655.rate of 0.0 thru 1.0 mm/km.
 MU0655
 MU0655.The geoid height was determined by GEOID03.
 MU0655
 MU0655.The dynamic height is computed by dividing the NAVD 88
 MU0655.geopotential number by the normal gravity value computed on the
 MU0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0655.degrees latitude (g = 980.6199 gals.).
 MU0655
 MU0655.The modeled gravity was interpolated from observed gravity values.
 MU0655
 MU0655;                    North         East    Units  Estimated Accuracy
 MU0655;SPC NV W     - 4,725,950.      922,350.      MT  (+/- 180 meters Scaled)
 MU0655
 MU0655                          SUPERSEDED SURVEY CONTROL
 MU0655
 MU0655.No superseded survey control is available for this station.
 MU0655
 MU0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF897700(NAD 83)
 MU0655_MARKER: DD = SURVEY DISK
 MU0655_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0655_SP_SET: COPPER-CLAD STEEL ROD
 MU0655_STAMPING: 80 HEI 1974 5060
 MU0655_MARK LOGO: USGS  
 MU0655_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0655+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0655
 MU0655  HISTORY     - Date     Condition        Report By
 MU0655  HISTORY     - 1974     MONUMENTED       USGS
 MU0655
 MU0655                          STATION DESCRIPTION
 MU0655
 MU0655'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0655'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0655'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0655'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0655'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0655'T-ROAD WEST, THENCE 1.7 MILES WEST ALONG A TRACK ROAD, 9.7 MILES SOUTH
 MU0655'OF CHIMNEY DAM, 34 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 MU0655'ALONGSIDE A SMALL CAIRN, SET ON COPPER-COATED ROD ENCASED IN 6-INCH
 MU0655'WHITE PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0733 ***********************************************************************
 GS0733  DESIGNATION -  80 TJS
 GS0733  PID         -  GS0733
 GS0733  STATE/COUNTY-  NV/NYE
 GS0733  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0733
 GS0733                         *CURRENT SURVEY CONTROL
 GS0733  ___________________________________________________________________
 GS0733* NAD 83(1986)-  36 44 20.     (N)    116 14 13.     (W)     SCALED    
 GS0733* NAVD 88     -      1174.447  (meters)    3853.16   (feet)  ADJUSTED  
 GS0733  ___________________________________________________________________
 GS0733  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 GS0733  DYNAMIC HT  -        1173.177 (meters)    3849.00  (feet)  COMP
 GS0733  MODELED GRAV-     979,509.9   (mgal)                       NAVD 88
 GS0733
 GS0733  VERT ORDER  -  FIRST     CLASS I
 GS0733
 GS0733.The horizontal coordinates were scaled from a topographic map and have
 GS0733.an estimated accuracy of +/- 6 seconds.
 GS0733
 GS0733.The orthometric height was determined by differential leveling
 GS0733.and adjusted by the National Geodetic Survey in May 2004..
 GS0733
 GS0733.The geoid height was determined by GEOID03.
 GS0733
 GS0733.The dynamic height is computed by dividing the NAVD 88
 GS0733.geopotential number by the normal gravity value computed on the
 GS0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0733.degrees latitude (g = 980.6199 gals.).
 GS0733
 GS0733.The modeled gravity was interpolated from observed gravity values.
 GS0733
 GS0733;                    North         East    Units  Estimated Accuracy
 GS0733;SPC NV C     - 6,220,740.      538,380.      MT  (+/- 180 meters Scaled)
 GS0733
 GS0733                          SUPERSEDED SURVEY CONTROL
 GS0733
 GS0733  NAVD 88 (??/??/92) 1174.465  (m)         3853.22   (f) UNKNOWN     3 0
 GS0733  NGVD 29 (05/01/91) 1173.579  (m)         3850.32   (f) ADJUSTED    1 1
 GS0733
 GS0733.Superseded values are not recommended for survey control.
 GS0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0733.See file dsdata.txt to determine how the superseded data were derived.
 GS0733
 GS0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA681661(NAD 83)
 GS0733_MARKER: DB = BENCH MARK DISK
 GS0733_SETTING: 0 = UNSPECIFIED SETTING
 GS0733_STAMPING: 80 TJS 1983
 GS0733_MARK LOGO: USGS  
 GS0733_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0733
 GS0733  HISTORY     - Date     Condition        Report By
 GS0733  HISTORY     - 1983     MONUMENTED       USGS
 GS0733  HISTORY     - 1986     GOOD             USGS
 GS0733  HISTORY     - 1988     GOOD             USGS
 GS0733  HISTORY     - 19910605 GOOD             USGS
 GS0733  HISTORY     - 19930309 GOOD             USGS
 GS0733  HISTORY     - 19950315 GOOD             USGS
 GS0733
 GS0733                          STATION DESCRIPTION
 GS0733
 GS0733'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0733'28.0 KM (17.40 MI) NW FROM MERCURY.
 GS0733'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0733'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0733'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 17.4 MILES, 138 FEET SOUTH
 GS0733'OF THE ROAD.
 GS0733'THE MARK IS 6 FT  S FROM  A ROCK CAIRN
 GS0733
 GS0733                          STATION RECOVERY (1986)
 GS0733
 GS0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0733'RECOVERED IN GOOD CONDITION.
 GS0733
 GS0733                          STATION RECOVERY (1988)
 GS0733
 GS0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0733'RECOVERED IN GOOD CONDITION.
 GS0733
 GS0733                          STATION RECOVERY (1991)
 GS0733
 GS0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0733'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0733'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0733'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 17.4 MILES, 138 FEET SOUTH
 GS0733'OF THE ROAD.
 GS0733
 GS0733                          STATION RECOVERY (1993)
 GS0733
 GS0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0733'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0733'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0733'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 17.4 MILES
 GS0733'(28.0 KM), 138 FEET (42.1 M) SOUTH OF THE ROAD.
 GS0733
 GS0733                          STATION RECOVERY (1995)
 GS0733
 GS0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0733'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0351 ***********************************************************************
 LR0351  DESIGNATION -  81
 LR0351  PID         -  LR0351
 LR0351  STATE/COUNTY-  NV/HUMBOLDT
 LR0351  USGS QUAD   -  IRON POINT (1965)
 LR0351
 LR0351                         *CURRENT SURVEY CONTROL
 LR0351  ___________________________________________________________________
 LR0351* NAD 83(1986)-  40 54 15.     (N)    117 18 36.     (W)     SCALED    
 LR0351* NAVD 88     -      1408.387  (meters)    4620.68   (feet)  ADJUSTED  
 LR0351  ___________________________________________________________________
 LR0351  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 LR0351  DYNAMIC HT  -        1407.310 (meters)    4617.15  (feet)  COMP
 LR0351  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 LR0351
 LR0351  VERT ORDER  -  FIRST     CLASS II
 LR0351
 LR0351.The horizontal coordinates were scaled from a topographic map and have
 LR0351.an estimated accuracy of +/- 6 seconds.
 LR0351
 LR0351.The orthometric height was determined by differential leveling
 LR0351.and adjusted by the National Geodetic Survey in June 1991..
 LR0351
 LR0351.The geoid height was determined by GEOID03.
 LR0351
 LR0351.The dynamic height is computed by dividing the NAVD 88
 LR0351.geopotential number by the normal gravity value computed on the
 LR0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0351.degrees latitude (g = 980.6199 gals.).
 LR0351
 LR0351.The modeled gravity was interpolated from observed gravity values.
 LR0351
 LR0351;                    North         East    Units  Estimated Accuracy
 LR0351;SPC NV W     - 4,683,790.      907,280.      MT  (+/- 180 meters Scaled)
 LR0351
 LR0351                          SUPERSEDED SURVEY CONTROL
 LR0351
 LR0351.No superseded survey control is available for this station.
 LR0351
 LR0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF738281(NAD 83)
 LR0351_MARKER: DD = SURVEY DISK
 LR0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0351_STAMPING: BM I-001-3 (2) 81
 LR0351_MARK LOGO: NVDH  
 LR0351_PROJECTION: PROJECTING 6 CENTIMETERS
 LR0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0351+STABILITY: SURFACE MOTION
 LR0351
 LR0351  HISTORY     - Date     Condition        Report By
 LR0351  HISTORY     - UNK      MONUMENTED       NVDH
 LR0351  HISTORY     - 1958     GOOD             NGS
 LR0351  HISTORY     - 1984     GOOD             NGS
 LR0351
 LR0351                          STATION DESCRIPTION
 LR0351
 LR0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0351'9.85 MI E FROM GOLCONDA.
 LR0351'9.85 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0351'67.0 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 3.4 FEET NORTH OF A
 LR0351'METAL WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES
 LR0351'ABOVE GROUND SURFACE.
 LR0351
 LR0351                          STATION RECOVERY (1984)
 LR0351
 LR0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0351'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.15 KM
 LR0351'(10.7 MI) SOUTHEAST ALONG INTERSTATE 80 FROM THE MORRISON AVENUE
 LR0351'OVERPASS BRIDGE AT GOLCONDA, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST
 LR0351'205, 49.2 METERS (161.5 FT) NORTHEAST OF THE WEST BOUND HIGHWAY
 LR0351'CENTERLINE, 42.3 METERS (139 FT) NORTH OF THE NORTH CORNER OF A GRADE
 LR0351'DRAIN, 20.1 METERS (66 FT) SOUTH OF THE SOUTHEAST END OF A STEEL PIPE
 LR0351'BRACE IN THE RIGHT OF WAY FENCE, 14.9 METERS (49 FT) SOUTHWEST OF THE
 LR0351'RIGHT OF WAY FENCE AND 1.0 METER (3.5 FT) NORTH OF A STEEL POST.
 LR0351'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 LR0351'THE MARK IS 4.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3467 ***********************************************************************
 AA3467  CBN         -  This is a Cooperative Base Network Control Station.
 AA3467  DESIGNATION -  81 BKC
 AA3467  PID         -  AA3467
 AA3467  STATE/COUNTY-  NV/ELKO
 AA3467  USGS QUAD   -  RODEAR FLAT (1973)
 AA3467
 AA3467                         *CURRENT SURVEY CONTROL
 AA3467  ___________________________________________________________________
 AA3467* NAD 83(1999)-  41 28 38.48934(N)    116 59 35.98416(W)     ADJUSTED  
 AA3467* NAVD 88     -      1497.0    (meters)    4911.     (feet)  GPS OBS   
 AA3467  ___________________________________________________________________
 AA3467  EPOCH DATE  -        1999.37
 AA3467  X           -  -2,172,643.183 (meters)                     COMP
 AA3467  Y           -  -4,265,279.963 (meters)                     COMP
 AA3467  Z           -   4,203,267.771 (meters)                     COMP
 AA3467  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 AA3467  ELLIP HEIGHT-        1478.47  (meters)          (10/30/00) GPS OBS
 AA3467  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 AA3467
 AA3467  HORZ ORDER  -  B
 AA3467  ELLP ORDER  -  FOURTH    CLASS II
 AA3467
 AA3467.The horizontal coordinates were established by GPS observations
 AA3467.and adjusted by the National Geodetic Survey in October 2000..
 AA3467.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3467.DATUM ITEM on the data sheet items page.
 AA3467.The horizontal coordinates are valid at the epoch date displayed above.
 AA3467.The epoch date for horizontal control is a decimal equivalence
 AA3467.of Year/Month/Day.
 AA3467
 AA3467.The orthometric height was determined by GPS observations and a
 AA3467.high-resolution geoid model.
 AA3467
 AA3467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3467
 AA3467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3467
 AA3467.The ellipsoidal height was determined by GPS observations
 AA3467.and is referenced to NAD 83.
 AA3467
 AA3467.The geoid height was determined by GEOID03.
 AA3467
 AA3467;                    North         East     Units Scale Factor Converg.
 AA3467;SPC NV E     - 8,747,614.779    82,240.068   MT  1.00007061   -0 56 02.3
 AA3467;SPC NV E     -28,699,466.15    269,815.96   sFT  1.00007061   -0 56 02.3
 AA3467;UTM  11      - 4,591,750.569   500,556.980   MT  0.99960000   +0 00 15.9
 AA3467
 AA3467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3467!SPC NV E     -   0.99976815  x   1.00007061  =   0.99983875
 AA3467!UTM  11      -   0.99976815  x   0.99960000  =   0.99936825
 AA3467
 AA3467                          SUPERSEDED SURVEY CONTROL
 AA3467
 AA3467  NAD 83(1994)-  41 28 38.48807(N)    116 59 35.98189(W) AD(       ) B
 AA3467  ELLIP H (03/30/95) 1478.55   (m)                       GP(       ) 4 1
 AA3467
 AA3467.Superseded values are not recommended for survey control.
 AA3467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3467.See file dsdata.txt to determine how the superseded data were derived.
 AA3467
 AA3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF0055791751(NAD 83)
 AA3467_MARKER: DD = SURVEY DISK
 AA3467_SETTING: 66 = SET IN ROCK OUTCROP
 AA3467_STAMPING: 81 BKC 1973
 AA3467_MARK LOGO: USGS  
 AA3467_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3467+STABILITY: POSITION/ELEVATION WELL
 AA3467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3467+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1994
 AA3467
 AA3467  HISTORY     - Date     Condition        Report By
 AA3467  HISTORY     - 1973     MONUMENTED       USGS
 AA3467  HISTORY     - 19940620 GOOD             NVBMG
 AA3467
 AA3467                          STATION DESCRIPTION
 AA3467
 AA3467'DESCRIBED BY NEVADA BUREAU OF MINES AND GEOLOGY 1994
 AA3467'STATION IS LOCATED ABOUT 83 KM (51.55 MI) NORTHEAST OF WINNEMUCCA, 92
 AA3467'KM (57.15 MI) NORTH OF BATTLE MOUNTAIN, AND 45 KM (27.95 MI) EAST OF
 AA3467'PARADISE VALLEY, ALONG THE SOUTH FORK LITTLE HUMBOLDT RIVER. TO REACH
 AA3467'FROM MILE MARKER 11.73 ON STATE ROUTE 290, GO EAST ON LITTLE HUMBOLDT
 AA3467'RIVER ROAD FOR 35.1 KM (21.80 MI) TO A FORK IN THE ROAD (LEFT FORK
 AA3467'GOES TO CHIMNEY RESERVOIR).  TAKE THE RIGHT FORK AND GO 0.2 KM (0.10
 AA3467'MI) TO FORK IN ROAD.  TAKE THE LEFT FORK (MAIN ROAD) AND GO 19.8 KM
 AA3467'(12.30 MI) TO FORK IN ROAD. TAKE THE LEFT FORK AND GO 1.3 KM (0.80 MI)
 AA3467'TO ROAD INTERSECTION MARKED BY BLM SIGN.  CONTINUE STRAIGHT (RIGHT) ON
 AA3467'FISH CREEK ROAD, AND GO 0.97 KM (0.60 MI) TO THE STATION. THE STATION
 AA3467'IS A STANDARD DISK SET IN A 2 M (6.6 FT) HIGH BEDROACK OUTCROP 24 M
 AA3467'(78.7 FT) WEST OF THE ROAD, ABOUT 1 M (3.3 FT) ABOVE GROUND LEVEL, AND
 AA3467'NEXT TO A ROCK CAIRN. NOTE, 4WD MAY BE NECESSARY FOR THE LAST FEW
 AA3467'MILES DURING WET WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0413 ***********************************************************************
 JP0413  DESIGNATION -  81 DOR
 JP0413  PID         -  JP0413
 JP0413  STATE/COUNTY-  NV/NYE
 JP0413  USGS QUAD   -  DUCKWATER (1990)
 JP0413
 JP0413                         *CURRENT SURVEY CONTROL
 JP0413  ___________________________________________________________________
 JP0413* NAD 83(1986)-  38 56 13.     (N)    115 42 38.     (W)     SCALED    
 JP0413* NAVD 88     -      1703.117  (meters)    5587.64   (feet)  ADJUSTED  
 JP0413  ___________________________________________________________________
 JP0413  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 JP0413  DYNAMIC HT  -        1701.334 (meters)    5581.79  (feet)  COMP
 JP0413  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 JP0413
 JP0413  VERT ORDER  -  SECOND    CLASS 0
 JP0413
 JP0413.The horizontal coordinates were scaled from a topographic map and have
 JP0413.an estimated accuracy of +/- 6 seconds.
 JP0413
 JP0413.The orthometric height was determined by differential leveling
 JP0413.and adjusted by the National Geodetic Survey in June 1991..
 JP0413
 JP0413.The geoid height was determined by GEOID03.
 JP0413
 JP0413.The dynamic height is computed by dividing the NAVD 88
 JP0413.geopotential number by the normal gravity value computed on the
 JP0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0413.degrees latitude (g = 980.6199 gals.).
 JP0413
 JP0413.The modeled gravity was interpolated from observed gravity values.
 JP0413
 JP0413;                    North         East    Units  Estimated Accuracy
 JP0413;SPC NV C     - 6,465,030.      582,890.      MT  (+/- 180 meters Scaled)
 JP0413
 JP0413                          SUPERSEDED SURVEY CONTROL
 JP0413
 JP0413.No superseded survey control is available for this station.
 JP0413
 JP0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD117105(NAD 83)
 JP0413_MARKER: DD = SURVEY DISK
 JP0413_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0413_SP_SET: COPPER-CLAD STEEL ROD
 JP0413_STAMPING: 81 DOR 1967 5584
 JP0413_MARK LOGO: USGS  
 JP0413_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0413+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0413
 JP0413  HISTORY     - Date     Condition        Report By
 JP0413  HISTORY     - 1967     MONUMENTED       USGS
 JP0413
 JP0413                          STATION DESCRIPTION
 JP0413
 JP0413'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0413'FROM CURRANT, NEVADA, (AT T-ROAD WEST TO DUCKWATER) PROCEED 18.6 MILES
 JP0413'NORTH ALONG THE DUCKWATER ROAD, THENCE 0.7 MILES WEST, 0.7 MILES EAST
 JP0413'ALONG THE ROAD FROM THE DUCKWATER POST OFFICE, 55 FEET EAST OF THE
 JP0413'ROAD, 1 FOOT NORTHWEST OF A WITNESS, SET ON A COPPER-COATED ROD,
 JP0413'ENCLOSED IN FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0523 ***********************************************************************
 JP0523  DESIGNATION -  81 DOR
 JP0523  PID         -  JP0523
 JP0523  STATE/COUNTY-  NV/LINCOLN
 JP0523  USGS QUAD   -  BAILEY WASH (1971)
 JP0523
 JP0523                         *CURRENT SURVEY CONTROL
 JP0523  ___________________________________________________________________
 JP0523* NAD 83(1986)-  38 09 08.     (N)    114 50 02.     (W)     SCALED    
 JP0523* NAVD 88     -      1581.801  (meters)    5189.63   (feet)  ADJUSTED  
 JP0523  ___________________________________________________________________
 JP0523  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 JP0523  DYNAMIC HT  -        1580.101 (meters)    5184.05  (feet)  COMP
 JP0523  MODELED GRAV-     979,498.9   (mgal)                       NAVD 88
 JP0523
 JP0523  VERT ORDER  -  SECOND    CLASS 0
 JP0523
 JP0523.The horizontal coordinates were scaled from a topographic map and have
 JP0523.an estimated accuracy of +/- 6 seconds.
 JP0523
 JP0523.The orthometric height was determined by differential leveling
 JP0523.and adjusted by the National Geodetic Survey in August 1995..
 JP0523
 JP0523.The geoid height was determined by GEOID03.
 JP0523
 JP0523.The dynamic height is computed by dividing the NAVD 88
 JP0523.geopotential number by the normal gravity value computed on the
 JP0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0523.degrees latitude (g = 980.6199 gals.).
 JP0523
 JP0523.The modeled gravity was interpolated from observed gravity values.
 JP0523
 JP0523;                    North         East    Units  Estimated Accuracy
 JP0523;SPC NV E     - 8,377,760.      265,680.      MT  (+/- 180 meters Scaled)
 JP0523
 JP0523                          SUPERSEDED SURVEY CONTROL
 JP0523
 JP0523.No superseded survey control is available for this station.
 JP0523
 JP0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC897249(NAD 83)
 JP0523_MARKER: DD = SURVEY DISK
 JP0523_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0523_SP_SET: COPPER-CLAD STEEL ROD
 JP0523_STAMPING: 81 DOR 1971 5186
 JP0523_MARK LOGO: USGS  
 JP0523_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0523
 JP0523  HISTORY     - Date     Condition        Report By
 JP0523  HISTORY     - 1971     MONUMENTED       USGS
 JP0523
 JP0523                          STATION DESCRIPTION
 JP0523
 JP0523'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0523'FROM THE POST OFFICE AT PIOCHE, PROCEED 13.7 MILES NORTH ALONG U S
 JP0523'HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 16.9 MILES WEST
 JP0523'TO A Y-ROAD NORTHEAST, THENCE 3.9 MILES NORTH TO A Y-ROAD SOUTHWEST,
 JP0523'0.05 MILE WEST OF A DRY WASH, 80 FEET SOUTH OF THE Y-ROAD JUNCTION,
 JP0523'27 FEET SOUTHEAST OF A DIM TRACK ROAD, 18 FEET WEST OF THE CENTERLINE
 JP0523'OF THE ROAD, 3 FEET EAST OF A WITNESS POST, ON A 5/8 INCH COPPER
 JP0523'COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND
 JP0523'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0662 ***********************************************************************
 JP0662  DESIGNATION -  81 DOR
 JP0662  PID         -  JP0662
 JP0662  STATE/COUNTY-  NV/LINCOLN
 JP0662  USGS QUAD   -  PONY SPRINGS (1973)
 JP0662
 JP0662                         *CURRENT SURVEY CONTROL
 JP0662  ___________________________________________________________________
 JP0662* NAD 83(1986)-  38 19 54.     (N)    114 32 14.     (W)     SCALED    
 JP0662* NAVD 88     -      1823.514  (meters)    5982.65   (feet)  ADJUSTED  
 JP0662  ___________________________________________________________________
 JP0662  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 JP0662  DYNAMIC HT  -        1821.473 (meters)    5975.95  (feet)  COMP
 JP0662  MODELED GRAV-     979,444.8   (mgal)                       NAVD 88
 JP0662
 JP0662  VERT ORDER  -  SECOND    CLASS 0
 JP0662
 JP0662.The horizontal coordinates were scaled from a topographic map and have
 JP0662.an estimated accuracy of +/- 6 seconds.
 JP0662
 JP0662.The orthometric height was determined by differential leveling
 JP0662.and adjusted by the National Geodetic Survey in August 1995..
 JP0662
 JP0662.The geoid height was determined by GEOID03.
 JP0662
 JP0662.The dynamic height is computed by dividing the NAVD 88
 JP0662.geopotential number by the normal gravity value computed on the
 JP0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0662.degrees latitude (g = 980.6199 gals.).
 JP0662
 JP0662.The modeled gravity was interpolated from observed gravity values.
 JP0662
 JP0662;                    North         East    Units  Estimated Accuracy
 JP0662;SPC NV E     - 8,397,930.      291,460.      MT  (+/- 180 meters Scaled)
 JP0662
 JP0662                          SUPERSEDED SURVEY CONTROL
 JP0662
 JP0662.No superseded survey control is available for this station.
 JP0662
 JP0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC152454(NAD 83)
 JP0662_MARKER: DD = SURVEY DISK
 JP0662_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0662_SP_SET: COPPER-CLAD STEEL ROD
 JP0662_STAMPING: 81 DOR 1973 5979
 JP0662_MARK LOGO: USGS  
 JP0662_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0662
 JP0662  HISTORY     - Date     Condition        Report By
 JP0662  HISTORY     - 1973     MONUMENTED       USGS
 JP0662
 JP0662                          STATION DESCRIPTION
 JP0662
 JP0662'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0662'FROM THE POST OFFICE AT PIOCHE, PROCEED 29.4 MILES NORTH ALONG U S
 JP0662'HIGHWAY 93 TO A T-ROAD NORTHEAST TOWARD ATLANTA, THENCE 3.9 MILES
 JP0662'NORTHEAST TO A SMALL BORROW PIT, 100 FEET SOUTH OF SOUTH EDGE OF THE
 JP0662'PIT, 50 FEET SOUTH OF CENTERLINE OF ROAD,  A 5/8 INCH COPPER COATED
 JP0662'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0657 ***********************************************************************
 MU0657  DESIGNATION -  81 HEI
 MU0657  PID         -  MU0657
 MU0657  STATE/COUNTY-  NV/HUMBOLDT
 MU0657  USGS QUAD   -  DRY HILLS NORTH (1980)
 MU0657
 MU0657                         *CURRENT SURVEY CONTROL
 MU0657  ___________________________________________________________________
 MU0657* NAD 83(1986)-  41 17 13.     (N)    117 08 02.     (W)     SCALED    
 MU0657* NAVD 88     -      1535.232  (meters)    5036.84   (feet)  POSTED    
 MU0657  ___________________________________________________________________
 MU0657  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 MU0657  DYNAMIC HT  -        1534.080 (meters)    5033.06  (feet)  COMP
 MU0657  MODELED GRAV-     979,821.6   (mgal)                       NAVD 88
 MU0657
 MU0657  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0657
 MU0657.The horizontal coordinates were scaled from a topographic map and have
 MU0657.an estimated accuracy of +/- 6 seconds.
 MU0657
 MU0657.The orthometric height was determined by differential leveling
 MU0657.and adjusted by the National Geodetic Survey in 1992..
 MU0657.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0657.rate of 0.0 thru 1.0 mm/km.
 MU0657
 MU0657.The geoid height was determined by GEOID03.
 MU0657
 MU0657.The dynamic height is computed by dividing the NAVD 88
 MU0657.geopotential number by the normal gravity value computed on the
 MU0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0657.degrees latitude (g = 980.6199 gals.).
 MU0657
 MU0657.The modeled gravity was interpolated from observed gravity values.
 MU0657
 MU0657;                    North         East    Units  Estimated Accuracy
 MU0657;SPC NV W     - 4,726,520.      921,410.      MT  (+/- 180 meters Scaled)
 MU0657
 MU0657                          SUPERSEDED SURVEY CONTROL
 MU0657
 MU0657.No superseded survey control is available for this station.
 MU0657
 MU0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF887706(NAD 83)
 MU0657_MARKER: DD = SURVEY DISK
 MU0657_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0657_SP_SET: COPPER-CLAD STEEL ROD
 MU0657_STAMPING: 81 HEI 1974 5034
 MU0657_MARK LOGO: USGS  
 MU0657_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0657+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0657
 MU0657  HISTORY     - Date     Condition        Report By
 MU0657  HISTORY     - 1974     MONUMENTED       USGS
 MU0657
 MU0657                          STATION DESCRIPTION
 MU0657
 MU0657'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0657'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0657'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0657'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0657'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0657'T-ROAD WEST, THENCE 3.5 MILES NORTH ALONG A TRACK ROAD, 8.8 MILES
 MU0657'SOUTH OF CHIMNEY DAM, 31 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 MU0657'ALONGSIDE A SMALL CAIRN, SET ON COPPER-COATED ROD ENCASED IN 6-INCH
 MU0657'WHITE PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0394 ***********************************************************************
 MV0394  DESIGNATION -  81 LRC
 MV0394  PID         -  MV0394
 MV0394  STATE/COUNTY-  NV/WASHOE
 MV0394  USGS QUAD   -  YELLOW HILLS WEST (1980)
 MV0394
 MV0394                         *CURRENT SURVEY CONTROL
 MV0394  ___________________________________________________________________
 MV0394* NAD 83(1986)-  41 28 54.     (N)    119 28 33.     (W)     SCALED    
 MV0394* NAVD 88     -      1706.639  (meters)    5599.20   (feet)  ADJUSTED  
 MV0394  ___________________________________________________________________
 MV0394  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 MV0394  DYNAMIC HT  -        1705.295 (meters)    5594.79  (feet)  COMP
 MV0394  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 MV0394
 MV0394  VERT ORDER  -  SECOND    CLASS 0
 MV0394
 MV0394.The horizontal coordinates were scaled from a topographic map and have
 MV0394.an estimated accuracy of +/- 6 seconds.
 MV0394
 MV0394.The orthometric height was determined by differential leveling
 MV0394.and adjusted by the National Geodetic Survey in June 1991..
 MV0394
 MV0394.The geoid height was determined by GEOID03.
 MV0394
 MV0394.The dynamic height is computed by dividing the NAVD 88
 MV0394.geopotential number by the normal gravity value computed on the
 MV0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0394.degrees latitude (g = 980.6199 gals.).
 MV0394
 MV0394.The modeled gravity was interpolated from observed gravity values.
 MV0394
 MV0394;                    North         East    Units  Estimated Accuracy
 MV0394;SPC NV W     - 4,747,520.      725,470.      MT  (+/- 180 meters Scaled)
 MV0394
 MV0394                          SUPERSEDED SURVEY CONTROL
 MV0394
 MV0394  NGVD 29 (??/??/92) 1705.41   (m)         5595.2    (f) COMPUTED    2 0
 MV0394
 MV0394.Superseded values are not recommended for survey control.
 MV0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0394.See file dsdata.txt to determine how the superseded data were derived.
 MV0394
 MV0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF932951(NAD 83)
 MV0394_MARKER: DD = SURVEY DISK
 MV0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0394_SP_SET: CONCRETE POST
 MV0394_STAMPING: 81 LRC 1972 5595
 MV0394_MARK LOGO: USGS  
 MV0394_PROJECTION: FLUSH
 MV0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0394+STABILITY: SURFACE MOTION
 MV0394
 MV0394  HISTORY     - Date     Condition        Report By
 MV0394  HISTORY     - 1972     MONUMENTED       USGS
 MV0394
 MV0394                          STATION DESCRIPTION
 MV0394
 MV0394'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0394'57.9 KM (36.00 MI) SE FROM VYA.
 MV0394'VYA, 2.0 MILES SOUTHWEST OF, THENCE 20.9 MILES SOUTHEAST ALONG STATE
 MV0394'HIGHWAY 34 TO A ROAD JUNCTION NORTHEAST TOWARD PARKER RANCH,
 MV0394'THENCE 13.1 MILES NORTHEAST TO A JUNCTION ROAD-APPLEGATE TRAIL- ,
 MV0394'ABOUT 1.0 MILES SOUTHEAST OF PARKER RANCH, 50 FEET EAST OF THE CENTER
 MV0394'OF A WHITE SPOT, AND 46 FEET NNE OF A PILE OF ROCKS IN THE CENTER OF
 MV0394'THE ROAD FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0735 ***********************************************************************
 GS0735  DESIGNATION -  81 TJS
 GS0735  PID         -  GS0735
 GS0735  STATE/COUNTY-  NV/NYE
 GS0735  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0735
 GS0735                         *CURRENT SURVEY CONTROL
 GS0735  ___________________________________________________________________
 GS0735* NAD 83(1986)-  36 43 51.     (N)    116 13 59.     (W)     SCALED    
 GS0735* NAVD 88     -      1162.146  (meters)    3812.81   (feet)  ADJUSTED  
 GS0735  ___________________________________________________________________
 GS0735  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GS0735  DYNAMIC HT  -        1160.885 (meters)    3808.67  (feet)  COMP
 GS0735  MODELED GRAV-     979,506.9   (mgal)                       NAVD 88
 GS0735
 GS0735  VERT ORDER  -  FIRST     CLASS I
 GS0735
 GS0735.The horizontal coordinates were scaled from a topographic map and have
 GS0735.an estimated accuracy of +/- 6 seconds.
 GS0735
 GS0735.The orthometric height was determined by differential leveling
 GS0735.and adjusted by the National Geodetic Survey in May 2004..
 GS0735
 GS0735.The geoid height was determined by GEOID03.
 GS0735
 GS0735.The dynamic height is computed by dividing the NAVD 88
 GS0735.geopotential number by the normal gravity value computed on the
 GS0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0735.degrees latitude (g = 980.6199 gals.).
 GS0735
 GS0735.The modeled gravity was interpolated from observed gravity values.
 GS0735
 GS0735;                    North         East    Units  Estimated Accuracy
 GS0735;SPC NV C     - 6,219,850.      538,730.      MT  (+/- 180 meters Scaled)
 GS0735
 GS0735                          SUPERSEDED SURVEY CONTROL
 GS0735
 GS0735  NAVD 88 (??/??/92) 1162.164  (m)         3812.87   (f) UNKNOWN     3 0
 GS0735  NGVD 29 (05/01/91) 1161.275  (m)         3809.95   (f) ADJUSTED    1 1
 GS0735
 GS0735.Superseded values are not recommended for survey control.
 GS0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0735.See file dsdata.txt to determine how the superseded data were derived.
 GS0735
 GS0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA684652(NAD 83)
 GS0735_MARKER: DB = BENCH MARK DISK
 GS0735_SETTING: 0 = UNSPECIFIED SETTING
 GS0735_STAMPING: 81 TJS 1983
 GS0735_MARK LOGO: USGS  
 GS0735_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0735
 GS0735  HISTORY     - Date     Condition        Report By
 GS0735  HISTORY     - 1983     MONUMENTED       USGS
 GS0735  HISTORY     - 1986     GOOD             USGS
 GS0735  HISTORY     - 1988     GOOD             USGS
 GS0735  HISTORY     - 19910605 GOOD             USGS
 GS0735  HISTORY     - 19930310 GOOD             USGS
 GS0735  HISTORY     - 19950316 GOOD             USGS
 GS0735
 GS0735                          STATION DESCRIPTION
 GS0735
 GS0735'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0735'26.8 KM (16.65 MI) NW FROM MERCURY.
 GS0735'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0735'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0735'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 16.65 MILES, 200 FEET WEST
 GS0735'OF THE ROAD.
 GS0735'THE MARK IS 5 FT  S FROM  A ROCK CAIRN
 GS0735
 GS0735                          STATION RECOVERY (1986)
 GS0735
 GS0735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0735'RECOVERED IN GOOD CONDITION.
 GS0735
 GS0735                          STATION RECOVERY (1988)
 GS0735
 GS0735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0735'RECOVERED IN GOOD CONDITION.
 GS0735
 GS0735                          STATION RECOVERY (1991)
 GS0735
 GS0735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0735'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0735'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0735'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 16.65 MILES, 200 FEET WEST
 GS0735'OF THE ROAD.
 GS0735
 GS0735                          STATION RECOVERY (1993)
 GS0735
 GS0735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0735'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0735'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0735'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 16.65 MILES
 GS0735'(26.79 KM), 200 FEET (61.0 M) WEST OF THE ROAD.
 GS0735
 GS0735                          STATION RECOVERY (1995)
 GS0735
 GS0735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0735'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0414 ***********************************************************************
 JP0414  DESIGNATION -  82 DOR
 JP0414  PID         -  JP0414
 JP0414  STATE/COUNTY-  NV/NYE
 JP0414  USGS QUAD   -  DUCKWATER (1990)
 JP0414
 JP0414                         *CURRENT SURVEY CONTROL
 JP0414  ___________________________________________________________________
 JP0414* NAD 83(1986)-  38 56 05.     (N)    115 43 06.     (W)     SCALED    
 JP0414* NAVD 88     -      1673.153  (meters)    5489.34   (feet)  ADJUSTED  
 JP0414  ___________________________________________________________________
 JP0414  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 JP0414  DYNAMIC HT  -        1671.401 (meters)    5483.59  (feet)  COMP
 JP0414  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 JP0414
 JP0414  VERT ORDER  -  SECOND    CLASS 0
 JP0414
 JP0414.The horizontal coordinates were scaled from a topographic map and have
 JP0414.an estimated accuracy of +/- 6 seconds.
 JP0414
 JP0414.The orthometric height was determined by differential leveling
 JP0414.and adjusted by the National Geodetic Survey in June 1991..
 JP0414
 JP0414.The geoid height was determined by GEOID03.
 JP0414
 JP0414.The dynamic height is computed by dividing the NAVD 88
 JP0414.geopotential number by the normal gravity value computed on the
 JP0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0414.degrees latitude (g = 980.6199 gals.).
 JP0414
 JP0414.The modeled gravity was interpolated from observed gravity values.
 JP0414
 JP0414;                    North         East    Units  Estimated Accuracy
 JP0414;SPC NV C     - 6,464,780.      582,220.      MT  (+/- 180 meters Scaled)
 JP0414
 JP0414                          SUPERSEDED SURVEY CONTROL
 JP0414
 JP0414.No superseded survey control is available for this station.
 JP0414
 JP0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD110103(NAD 83)
 JP0414_MARKER: DD = SURVEY DISK
 JP0414_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JP0414_SP_SET: CATTLEGUARD HEADWALL
 JP0414_STAMPING: 82 DOR 1967 5485
 JP0414_MARK LOGO: USGS  
 JP0414_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JP0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0414+STABILITY: SURFACE MOTION
 JP0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0414+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0414
 JP0414  HISTORY     - Date     Condition        Report By
 JP0414  HISTORY     - 1967     MONUMENTED       USGS
 JP0414
 JP0414                          STATION DESCRIPTION
 JP0414
 JP0414'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0414'FROM THE POST OFFICE IN DUCKWATER, NEVADA, PROCEED 0.2 MILES NORTH
 JP0414'ALONG THE ROAD WEST TO LITTLE SMOKY VALLEY ROAD, AT A CATTLEGUARD, 30
 JP0414'FEET NORTHEAST OF THE JUNCTION OF THE MAIN ROAD WEST, 8 FEET EAST OF
 JP0414'THE CENTERLINE OF THE ROAD, IN THE CENTER OF THE EAST CONCRETE
 JP0414'CATTLEGUARD HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0522 ***********************************************************************
 JP0522  DESIGNATION -  82 DOR
 JP0522  PID         -  JP0522
 JP0522  STATE/COUNTY-  NV/LINCOLN
 JP0522  USGS QUAD   -  BAILEY WASH (1971)
 JP0522
 JP0522                         *CURRENT SURVEY CONTROL
 JP0522  ___________________________________________________________________
 JP0522* NAD 83(1986)-  38 08 20.     (N)    114 50 01.     (W)     SCALED    
 JP0522* NAVD 88     -      1570.917  (meters)    5153.92   (feet)  ADJUSTED  
 JP0522  ___________________________________________________________________
 JP0522  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 JP0522  DYNAMIC HT  -        1569.225 (meters)    5148.37  (feet)  COMP
 JP0522  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 JP0522
 JP0522  VERT ORDER  -  SECOND    CLASS 0
 JP0522
 JP0522.The horizontal coordinates were scaled from a topographic map and have
 JP0522.an estimated accuracy of +/- 6 seconds.
 JP0522
 JP0522.The orthometric height was determined by differential leveling
 JP0522.and adjusted by the National Geodetic Survey in August 1995..
 JP0522
 JP0522.The geoid height was determined by GEOID03.
 JP0522
 JP0522.The dynamic height is computed by dividing the NAVD 88
 JP0522.geopotential number by the normal gravity value computed on the
 JP0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0522.degrees latitude (g = 980.6199 gals.).
 JP0522
 JP0522.The modeled gravity was interpolated from observed gravity values.
 JP0522
 JP0522;                    North         East    Units  Estimated Accuracy
 JP0522;SPC NV E     - 8,376,280.      265,720.      MT  (+/- 180 meters Scaled)
 JP0522
 JP0522                          SUPERSEDED SURVEY CONTROL
 JP0522
 JP0522.No superseded survey control is available for this station.
 JP0522
 JP0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC898234(NAD 83)
 JP0522_MARKER: DD = SURVEY DISK
 JP0522_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0522_SP_SET: COPPER-CLAD STEEL ROD
 JP0522_STAMPING: 82 DOR 1971 5151
 JP0522_MARK LOGO: USGS  
 JP0522_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0522
 JP0522  HISTORY     - Date     Condition        Report By
 JP0522  HISTORY     - 1971     MONUMENTED       USGS
 JP0522
 JP0522                          STATION DESCRIPTION
 JP0522
 JP0522'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0522'FROM THE POST OFFICE AT PIOCHE, PROCEED 13.7 MILES NORTH ALONG U S
 JP0522'HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 16.9 MILES WEST
 JP0522'TO A Y-ROAD NORTHEAST, THENCE 2.9 MILES NORTH, 155 FEET WEST OF A 10
 JP0522'FOOT DEEP DRY WASH, 130 FEET WEST OF AND 6 FEET HIGHER THAN THE
 JP0522'CENTERLINE OF THE ROAD, 3 FEET EAST OF A WITNESS POST, ON A 5/8 INCH
 JP0522'COPPER COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH
 JP0522'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0663 ***********************************************************************
 JP0663  DESIGNATION -  82 DOR
 JP0663  PID         -  JP0663
 JP0663  STATE/COUNTY-  NV/LINCOLN
 JP0663  USGS QUAD   -  PONY SPRINGS (1973)
 JP0663
 JP0663                         *CURRENT SURVEY CONTROL
 JP0663  ___________________________________________________________________
 JP0663* NAD 83(1986)-  38 19 44.     (N)    114 33 11.     (W)     SCALED    
 JP0663* NAVD 88     -      1817.540  (meters)    5963.05   (feet)  ADJUSTED  
 JP0663  ___________________________________________________________________
 JP0663  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 JP0663  DYNAMIC HT  -        1815.509 (meters)    5956.38  (feet)  COMP
 JP0663  MODELED GRAV-     979,447.1   (mgal)                       NAVD 88
 JP0663
 JP0663  VERT ORDER  -  SECOND    CLASS 0
 JP0663
 JP0663.The horizontal coordinates were scaled from a topographic map and have
 JP0663.an estimated accuracy of +/- 6 seconds.
 JP0663
 JP0663.The orthometric height was determined by differential leveling
 JP0663.and adjusted by the National Geodetic Survey in August 1995..
 JP0663
 JP0663.The geoid height was determined by GEOID03.
 JP0663
 JP0663.The dynamic height is computed by dividing the NAVD 88
 JP0663.geopotential number by the normal gravity value computed on the
 JP0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0663.degrees latitude (g = 980.6199 gals.).
 JP0663
 JP0663.The modeled gravity was interpolated from observed gravity values.
 JP0663
 JP0663;                    North         East    Units  Estimated Accuracy
 JP0663;SPC NV E     - 8,397,610.      290,080.      MT  (+/- 180 meters Scaled)
 JP0663
 JP0663                          SUPERSEDED SURVEY CONTROL
 JP0663
 JP0663.No superseded survey control is available for this station.
 JP0663
 JP0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC138451(NAD 83)
 JP0663_MARKER: DD = SURVEY DISK
 JP0663_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0663_SP_SET: COPPER-CLAD STEEL ROD
 JP0663_STAMPING: 82 DOR 1973 5959
 JP0663_MARK LOGO: USGS  
 JP0663_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0663
 JP0663  HISTORY     - Date     Condition        Report By
 JP0663  HISTORY     - 1973     MONUMENTED       USGS
 JP0663
 JP0663                          STATION DESCRIPTION
 JP0663
 JP0663'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0663'FROM THE POST OFFICE AT PIOCHE, PROCEED 29.4 MILES NORTH ALONG U S
 JP0663'HIGHWAY 93 TO A T-ROAD NORTHEAST TOWARD ATLANTA, THENCE 3.0 MILES
 JP0663'NORTHEAST TO A POWER LINE CROSSING, 370 FEET SOUTHEAST OF A HOUSE, 50
 JP0663'FEET EAST OF A FENCE CORNER, 44 FEET EAST OF A POWER LINE, 30 FEET
 JP0663'SOUTH OF THE CENTERLINE OF THE ROAD, 1.0 FOOT NORTH OF A FENCE, UNDER
 JP0663'A POWER LINE,  A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED
 JP0663'IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0658 ***********************************************************************
 MU0658  DESIGNATION -  82 HEI
 MU0658  PID         -  MU0658
 MU0658  STATE/COUNTY-  NV/HUMBOLDT
 MU0658  USGS QUAD   -  DRY HILLS NORTH (1980)
 MU0658
 MU0658                         *CURRENT SURVEY CONTROL
 MU0658  ___________________________________________________________________
 MU0658* NAD 83(1986)-  41 17 46.     (N)    117 08 50.     (W)     SCALED    
 MU0658* NAVD 88     -      1564.537  (meters)    5132.99   (feet)  POSTED    
 MU0658  ___________________________________________________________________
 MU0658  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 MU0658  DYNAMIC HT  -        1563.370 (meters)    5129.16  (feet)  COMP
 MU0658  MODELED GRAV-     979,824.5   (mgal)                       NAVD 88
 MU0658
 MU0658  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0658
 MU0658.The horizontal coordinates were scaled from a topographic map and have
 MU0658.an estimated accuracy of +/- 6 seconds.
 MU0658
 MU0658.The orthometric height was determined by differential leveling
 MU0658.and adjusted by the National Geodetic Survey in 1992..
 MU0658.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0658.rate of 0.0 thru 1.0 mm/km.
 MU0658
 MU0658.The geoid height was determined by GEOID03.
 MU0658
 MU0658.The dynamic height is computed by dividing the NAVD 88
 MU0658.geopotential number by the normal gravity value computed on the
 MU0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0658.degrees latitude (g = 980.6199 gals.).
 MU0658
 MU0658.The modeled gravity was interpolated from observed gravity values.
 MU0658
 MU0658;                    North         East    Units  Estimated Accuracy
 MU0658;SPC NV W     - 4,727,520.      920,280.      MT  (+/- 180 meters Scaled)
 MU0658
 MU0658                          SUPERSEDED SURVEY CONTROL
 MU0658
 MU0658.No superseded survey control is available for this station.
 MU0658
 MU0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF876716(NAD 83)
 MU0658_MARKER: DD = SURVEY DISK
 MU0658_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0658_SP_SET: COPPER-CLAD STEEL ROD
 MU0658_STAMPING: 82 HEI 1974 5130
 MU0658_MARK LOGO: USGS  
 MU0658_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0658+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0658
 MU0658  HISTORY     - Date     Condition        Report By
 MU0658  HISTORY     - 1974     MONUMENTED       USGS
 MU0658
 MU0658                          STATION DESCRIPTION
 MU0658
 MU0658'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0658'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0658'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0658'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0658'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0658'T-ROAD WEST, THENCE 4.5 MILES WEST ALONG A TRACK ROAD, 7.8 MILES SOUTH
 MU0658'OF CHIMNEY DAM, 21 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 MU0658'ALONGSIDE A SMALL CAIRN, SET ON COPPER-COATED ROD ENCASED IN 6-INCH
 MU0658'WHITE PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0395 ***********************************************************************
 MV0395  DESIGNATION -  82 LRC
 MV0395  PID         -  MV0395
 MV0395  STATE/COUNTY-  NV/WASHOE
 MV0395  USGS QUAD   -  YELLOW HILLS WEST (1980)
 MV0395
 MV0395                         *CURRENT SURVEY CONTROL
 MV0395  ___________________________________________________________________
 MV0395* NAD 83(1986)-  41 28 38.     (N)    119 29 39.     (W)     SCALED    
 MV0395* NAVD 88     -      1767.659  (meters)    5799.39   (feet)  ADJUSTED  
 MV0395  ___________________________________________________________________
 MV0395  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 MV0395  DYNAMIC HT  -        1766.252 (meters)    5794.78  (feet)  COMP
 MV0395  MODELED GRAV-     979,764.6   (mgal)                       NAVD 88
 MV0395
 MV0395  VERT ORDER  -  SECOND    CLASS 0
 MV0395
 MV0395.The horizontal coordinates were scaled from a topographic map and have
 MV0395.an estimated accuracy of +/- 6 seconds.
 MV0395
 MV0395.The orthometric height was determined by differential leveling
 MV0395.and adjusted by the National Geodetic Survey in June 1991..
 MV0395
 MV0395.The geoid height was determined by GEOID03.
 MV0395
 MV0395.The dynamic height is computed by dividing the NAVD 88
 MV0395.geopotential number by the normal gravity value computed on the
 MV0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0395.degrees latitude (g = 980.6199 gals.).
 MV0395
 MV0395.The modeled gravity was interpolated from observed gravity values.
 MV0395
 MV0395;                    North         East    Units  Estimated Accuracy
 MV0395;SPC NV W     - 4,747,040.      723,930.      MT  (+/- 180 meters Scaled)
 MV0395
 MV0395                          SUPERSEDED SURVEY CONTROL
 MV0395
 MV0395  NGVD 29 (??/??/92) 1766.41   (m)         5795.3    (f) COMPUTED    2 0
 MV0395
 MV0395.Superseded values are not recommended for survey control.
 MV0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0395.See file dsdata.txt to determine how the superseded data were derived.
 MV0395
 MV0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF917947(NAD 83)
 MV0395_MARKER: DD = SURVEY DISK
 MV0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0395_SP_SET: CONCRETE POST
 MV0395_STAMPING: 82 LRC 1972 5795
 MV0395_MARK LOGO: USGS  
 MV0395_PROJECTION: FLUSH
 MV0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0395+STABILITY: SURFACE MOTION
 MV0395
 MV0395  HISTORY     - Date     Condition        Report By
 MV0395  HISTORY     - 1972     MONUMENTED       USGS
 MV0395
 MV0395                          STATION DESCRIPTION
 MV0395
 MV0395'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0395'56.3 KM (35.00 MI) SE FROM VYA.
 MV0395'VYA, 2.0 MILES SOUTHWEST OF, THENCE 20.9 MILES SOUTHEAST ALONG STATE
 MV0395'HIGHWAY 34 TO A ROAD JUNCTION NORTHEAST TO PARKER RANCH, THENCE 12.1
 MV0395'MILES NORTHEAST TOWARD PARKER RANCH TO A SLIGHT CURVE ON A GENTLY
 MV0395'SLOPING RIDGE, 1.0 MILES SOUTHWEST OF A ROAD FORK, AT A BARE PATCH OF
 MV0395'GROUND, 200 FEET EAST OF A SLIGHT CURVE, AND 23 FEET SSE OF THE
 MV0395'CENTERLINE OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0737 ***********************************************************************
 GS0737  DESIGNATION -  82 TJS
 GS0737  PID         -  GS0737
 GS0737  STATE/COUNTY-  NV/NYE
 GS0737  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0737
 GS0737                         *CURRENT SURVEY CONTROL
 GS0737  ___________________________________________________________________
 GS0737* NAD 83(1986)-  36 43 11.     (N)    116 13 59.     (W)     SCALED    
 GS0737* NAVD 88     -      1107.177  (meters)    3632.46   (feet)  ADJUSTED  
 GS0737  ___________________________________________________________________
 GS0737  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GS0737  DYNAMIC HT  -        1105.969 (meters)    3628.50  (feet)  COMP
 GS0737  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 GS0737
 GS0737  VERT ORDER  -  FIRST     CLASS I
 GS0737
 GS0737.The horizontal coordinates were scaled from a topographic map and have
 GS0737.an estimated accuracy of +/- 6 seconds.
 GS0737
 GS0737.The orthometric height was determined by differential leveling
 GS0737.and adjusted by the National Geodetic Survey in May 2004..
 GS0737
 GS0737.The geoid height was determined by GEOID03.
 GS0737
 GS0737.The dynamic height is computed by dividing the NAVD 88
 GS0737.geopotential number by the normal gravity value computed on the
 GS0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0737.degrees latitude (g = 980.6199 gals.).
 GS0737
 GS0737.The modeled gravity was interpolated from observed gravity values.
 GS0737
 GS0737;                    North         East    Units  Estimated Accuracy
 GS0737;SPC NV C     - 6,218,620.      538,730.      MT  (+/- 180 meters Scaled)
 GS0737
 GS0737                          SUPERSEDED SURVEY CONTROL
 GS0737
 GS0737  NAVD 88 (??/??/92) 1107.193  (m)         3632.52   (f) UNKNOWN     3 0
 GS0737  NGVD 29 (05/01/91) 1106.296  (m)         3629.57   (f) ADJUSTED    1 1
 GS0737
 GS0737.Superseded values are not recommended for survey control.
 GS0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0737.See file dsdata.txt to determine how the superseded data were derived.
 GS0737
 GS0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA684640(NAD 83)
 GS0737_MARKER: DB = BENCH MARK DISK
 GS0737_SETTING: 0 = UNSPECIFIED SETTING
 GS0737_STAMPING: 82 TJS 1983
 GS0737_MARK LOGO: USGS  
 GS0737_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0737
 GS0737  HISTORY     - Date     Condition        Report By
 GS0737  HISTORY     - 1983     MONUMENTED       USGS
 GS0737  HISTORY     - 1986     GOOD             USGS
 GS0737  HISTORY     - 1988     GOOD             USGS
 GS0737  HISTORY     - 19910610 GOOD             USGS
 GS0737  HISTORY     - 19930311 GOOD             USGS
 GS0737  HISTORY     - 19950320 GOOD             USGS
 GS0737
 GS0737                          STATION DESCRIPTION
 GS0737
 GS0737'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0737'25.6 KM (15.90 MI) NW FROM MERCURY.
 GS0737'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0737'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0737'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 15.9 MILES, 185 FEET WEST
 GS0737'OF THE ROAD.
 GS0737'THE MARK IS 9 FT  S FROM  A ROCK CAIRN
 GS0737
 GS0737                          STATION RECOVERY (1986)
 GS0737
 GS0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0737'RECOVERED IN GOOD CONDITION.
 GS0737
 GS0737                          STATION RECOVERY (1988)
 GS0737
 GS0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0737'RECOVERED IN GOOD CONDITION.
 GS0737
 GS0737                          STATION RECOVERY (1991)
 GS0737
 GS0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0737'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0737'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0737'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 15.9 MILES, 185 FEET WEST
 GS0737'OF THE ROAD.
 GS0737
 GS0737                          STATION RECOVERY (1993)
 GS0737
 GS0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0737'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0737'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0737'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 15.9 MILES
 GS0737'(25.6 KM), 185 FEET (56.4 M) WEST OF THE ROAD.
 GS0737
 GS0737                          STATION RECOVERY (1995)
 GS0737
 GS0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0737'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0352 ***********************************************************************
 LR0352  DESIGNATION -  83
 LR0352  PID         -  LR0352
 LR0352  STATE/COUNTY-  NV/HUMBOLDT
 LR0352  USGS QUAD   -  IRON POINT (1965)
 LR0352
 LR0352                         *CURRENT SURVEY CONTROL
 LR0352  ___________________________________________________________________
 LR0352* NAD 83(1986)-  40 53 51.     (N)    117 17 51.     (W)     SCALED    
 LR0352* NAVD 88     -      1343.303  (meters)    4407.15   (feet)  ADJUSTED  
 LR0352  ___________________________________________________________________
 LR0352  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 LR0352  DYNAMIC HT  -        1342.273 (meters)    4403.77  (feet)  COMP
 LR0352  MODELED GRAV-     979,810.9   (mgal)                       NAVD 88
 LR0352
 LR0352  VERT ORDER  -  SECOND    CLASS 0
 LR0352
 LR0352.The horizontal coordinates were scaled from a topographic map and have
 LR0352.an estimated accuracy of +/- 6 seconds.
 LR0352
 LR0352.The orthometric height was determined by differential leveling
 LR0352.and adjusted by the National Geodetic Survey in June 1991..
 LR0352
 LR0352.The geoid height was determined by GEOID03.
 LR0352
 LR0352.The dynamic height is computed by dividing the NAVD 88
 LR0352.geopotential number by the normal gravity value computed on the
 LR0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0352.degrees latitude (g = 980.6199 gals.).
 LR0352
 LR0352.The modeled gravity was interpolated from observed gravity values.
 LR0352
 LR0352;                    North         East    Units  Estimated Accuracy
 LR0352;SPC NV W     - 4,683,060.      908,340.      MT  (+/- 180 meters Scaled)
 LR0352
 LR0352                          SUPERSEDED SURVEY CONTROL
 LR0352
 LR0352  NGVD 29 (??/??/92) 1342.274  (m)         4403.78   (f) ADJ UNCH    2 0
 LR0352
 LR0352.Superseded values are not recommended for survey control.
 LR0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0352.See file dsdata.txt to determine how the superseded data were derived.
 LR0352
 LR0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF749274(NAD 83)
 LR0352_MARKER: DD = SURVEY DISK
 LR0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0352_STAMPING: BM I-001-3 (2) 83
 LR0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0352+STABILITY: SURFACE MOTION
 LR0352
 LR0352  HISTORY     - Date     Condition        Report By
 LR0352  HISTORY     - UNK      MONUMENTED       NVDH
 LR0352  HISTORY     - 1958     GOOD             NGS
 LR0352  HISTORY     - 1964     MARK NOT FOUND   USGS
 LR0352  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0352
 LR0352                          STATION DESCRIPTION
 LR0352
 LR0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0352'10.6 MI E FROM GOLCONDA.
 LR0352'10.6 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0352'90.0 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 4.0 FEET NORTH OF A
 LR0352'METAL WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LR0352'SURFACE.
 LR0352
 LR0352                          STATION RECOVERY (1964)
 LR0352
 LR0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LR0352'MARK NOT FOUND.
 LR0352
 LR0352                          STATION RECOVERY (1984)
 LR0352
 LR0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0352'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0948 ***********************************************************************
 GS0948  DESIGNATION -  83
 GS0948  PID         -  GS0948
 GS0948  STATE/COUNTY-  NV/NYE
 GS0948  USGS QUAD   -  BULLFROG MTN (1986)
 GS0948
 GS0948                         *CURRENT SURVEY CONTROL
 GS0948  ___________________________________________________________________
 GS0948* NAD 83(1994)-  36 59 49.72920(N)    116 56 51.81434(W)     ADJUSTED  
 GS0948* NAVD 88     -      1339.24   (+/-2cm)    4393.8    (feet)  VERTCON   
 GS0948  ___________________________________________________________________
 GS0948  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 GS0948  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 GS0948
 GS0948  HORZ ORDER  -  SECOND
 GS0948  VERT ORDER  -  THIRD ? (See Below)
 GS0948
 GS0948.The horizontal coordinates were established by classical geodetic methods
 GS0948.and adjusted by the National Geodetic Survey in June 1998..
 GS0948
 GS0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0948.The vertical order pertains to the NGVD 29 superseded value.
 GS0948
 GS0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0948
 GS0948.The geoid height was determined by GEOID03.
 GS0948
 GS0948;                    North         East     Units Scale Factor Converg.
 GS0948;SPC NV C     - 6,249,348.016   474,983.960   MT  0.99990771   -0 10 08.9
 GS0948;SPC NV C     -20,503,069.28  1,558,343.21   sFT  0.99990771   -0 10 08.9
 GS0948;SPC CA 4     -   686,573.395 2,182,662.247   MT  0.99996170   +1 13 27.7
 GS0948;SPC CA 4     - 2,252,532.88  7,160,951.06   sFT  0.99996170   +1 13 27.7
 GS0948;UTM  11      - 4,094,557.155   504,651.291   MT  0.99960027   +0 01 53.2
 GS0948
 GS0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0948!SPC NV C     -   0.99979415  x   0.99990771  =   0.99970188
 GS0948!SPC CA 4     -   0.99979415  x   0.99996170  =   0.99975586
 GS0948!UTM  11      -   0.99979415  x   0.99960027  =   0.99939450
 GS0948
 GS0948                          SUPERSEDED SURVEY CONTROL
 GS0948
 GS0948  NAD 83(1992)-  36 59 49.71386(N)    116 56 51.81804(W) AD(       ) 2
 GS0948  NAD 83(1986)-  36 59 49.70882(N)    116 56 51.81915(W) AD(       ) 2
 GS0948  NAD 27      -  36 59 49.92100(N)    116 56 48.59200(W) AD(       ) 2
 GS0948  NGVD 29 (07/19/86) 1338.22   (m)         4390.5    (f) LEVELING    3  
 GS0948
 GS0948.Superseded values are not recommended for survey control.
 GS0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0948.See file dsdata.txt to determine how the superseded data were derived.
 GS0948
 GS0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA0465194557(NAD 83)
 GS0948
 GS0948  HISTORY     - Date     Condition        Report By
 GS0948  HISTORY     - 1949     MONUMENTED       CGS
 GS0948
 GS0948                          STATION DESCRIPTION
 GS0948
 GS0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GS0948'SEE STATION CURRIE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0415 ***********************************************************************
 JP0415  DESIGNATION -  83 DOR
 JP0415  PID         -  JP0415
 JP0415  STATE/COUNTY-  NV/NYE
 JP0415  USGS QUAD   -  DUCKWATER (1990)
 JP0415
 JP0415                         *CURRENT SURVEY CONTROL
 JP0415  ___________________________________________________________________
 JP0415* NAD 83(1986)-  38 56 09.     (N)    115 43 45.     (W)     SCALED    
 JP0415* NAVD 88     -      1677.013  (meters)    5502.00   (feet)  ADJUSTED  
 JP0415  ___________________________________________________________________
 JP0415  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 JP0415  DYNAMIC HT  -        1675.257 (meters)    5496.24  (feet)  COMP
 JP0415  MODELED GRAV-     979,521.7   (mgal)                       NAVD 88
 JP0415
 JP0415  VERT ORDER  -  SECOND    CLASS 0
 JP0415
 JP0415.The horizontal coordinates were scaled from a topographic map and have
 JP0415.an estimated accuracy of +/- 6 seconds.
 JP0415
 JP0415.The orthometric height was determined by differential leveling
 JP0415.and adjusted by the National Geodetic Survey in June 1991..
 JP0415
 JP0415.The geoid height was determined by GEOID03.
 JP0415
 JP0415.The dynamic height is computed by dividing the NAVD 88
 JP0415.geopotential number by the normal gravity value computed on the
 JP0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0415.degrees latitude (g = 980.6199 gals.).
 JP0415
 JP0415.The modeled gravity was interpolated from observed gravity values.
 JP0415
 JP0415;                    North         East    Units  Estimated Accuracy
 JP0415;SPC NV C     - 6,464,890.      581,280.      MT  (+/- 180 meters Scaled)
 JP0415
 JP0415                          SUPERSEDED SURVEY CONTROL
 JP0415
 JP0415.No superseded survey control is available for this station.
 JP0415
 JP0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD101104(NAD 83)
 JP0415_MARKER: DD = SURVEY DISK
 JP0415_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0415_SP_SET: COPPER-CLAD STEEL ROD
 JP0415_STAMPING: 83 DOR 1967 5498
 JP0415_MARK LOGO: USGS  
 JP0415_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0415+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0415
 JP0415  HISTORY     - Date     Condition        Report By
 JP0415  HISTORY     - 1967     MONUMENTED       USGS
 JP0415
 JP0415                          STATION DESCRIPTION
 JP0415
 JP0415'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0415'FROM THE POST OFFICE IN DUCKWATER, NEVADA, PROCEED 0.8 MILES WEST
 JP0415'ALONG THE LITTLE SMOKY VALLEY ROAD TO A CATTLEGUARD, 215 FEET WEST OF
 JP0415'THE CATTLEGUARD, 150 FEET WEST OF THE Y-ROAD JUNCTION WEST, 80 FEET
 JP0415'WEST OF THE ROAD, 80 FEET EAST OF THE EAST EDGE OF A SMALL BORROW PIT,
 JP0415'44 FEET SOUTH OF THE ROAD WEST TO SMOKY VALLEY, 1 FOOT NORTHEAST OF A
 JP0415'WITNESS POST , SET ON A COPPER-COATED ROD, ENCLOSED IN A FIBER PIPE,
 JP0415'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0521 ***********************************************************************
 JP0521  DESIGNATION -  83 DOR
 JP0521  PID         -  JP0521
 JP0521  STATE/COUNTY-  NV/LINCOLN
 JP0521  USGS QUAD   -  BAILEY WASH (1971)
 JP0521
 JP0521                         *CURRENT SURVEY CONTROL
 JP0521  ___________________________________________________________________
 JP0521* NAD 83(1986)-  38 07 55.     (N)    114 50 12.     (W)     SCALED    
 JP0521* NAVD 88     -      1573.611  (meters)    5162.76   (feet)  ADJUSTED  
 JP0521  ___________________________________________________________________
 JP0521  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 JP0521  DYNAMIC HT  -        1571.917 (meters)    5157.20  (feet)  COMP
 JP0521  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 JP0521
 JP0521  VERT ORDER  -  SECOND    CLASS 0
 JP0521
 JP0521.The horizontal coordinates were scaled from a topographic map and have
 JP0521.an estimated accuracy of +/- 6 seconds.
 JP0521
 JP0521.The orthometric height was determined by differential leveling
 JP0521.and adjusted by the National Geodetic Survey in August 1995..
 JP0521
 JP0521.The geoid height was determined by GEOID03.
 JP0521
 JP0521.The dynamic height is computed by dividing the NAVD 88
 JP0521.geopotential number by the normal gravity value computed on the
 JP0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0521.degrees latitude (g = 980.6199 gals.).
 JP0521
 JP0521.The modeled gravity was interpolated from observed gravity values.
 JP0521
 JP0521;                    North         East    Units  Estimated Accuracy
 JP0521;SPC NV E     - 8,375,510.      265,460.      MT  (+/- 180 meters Scaled)
 JP0521
 JP0521                          SUPERSEDED SURVEY CONTROL
 JP0521
 JP0521.No superseded survey control is available for this station.
 JP0521
 JP0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC896226(NAD 83)
 JP0521_MARKER: DD = SURVEY DISK
 JP0521_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0521_SP_SET: COPPER-CLAD STEEL ROD
 JP0521_STAMPING: 83 DOR 1971 5160
 JP0521_MARK LOGO: USGS  
 JP0521_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0521
 JP0521  HISTORY     - Date     Condition        Report By
 JP0521  HISTORY     - 1971     MONUMENTED       USGS
 JP0521
 JP0521                          STATION DESCRIPTION
 JP0521
 JP0521'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0521'FROM THE POST OFFICE AT PIOCHE, PROCEED 13.7 MILES NORTH ALONG U S
 JP0521'HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 16.9 MILES WEST
 JP0521'TO A Y-ROAD NORTHEAST, THENCE 2.3 MILES NORTH, 0.25 MILE WEST OF A
 JP0521'DRY WASH, 350 FEET SOUTH OF A ROAD CROSSING, 25 FEET EAST OF THE
 JP0521'CENTERLINE OF THE ROAD, 2 FEET WEST OF A WITNESS POST, ON A 5/8 INCH
 JP0521'COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND
 JP0521'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0664 ***********************************************************************
 JP0664  DESIGNATION -  83 DOR
 JP0664  PID         -  JP0664
 JP0664  STATE/COUNTY-  NV/LINCOLN
 JP0664  USGS QUAD   -  PONY SPRINGS (1973)
 JP0664
 JP0664                         *CURRENT SURVEY CONTROL
 JP0664  ___________________________________________________________________
 JP0664* NAD 83(1986)-  38 19 30.     (N)    114 34 30.     (W)     SCALED    
 JP0664* NAVD 88     -      1822.124  (meters)    5978.09   (feet)  ADJUSTED  
 JP0664  ___________________________________________________________________
 JP0664  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 JP0664  DYNAMIC HT  -        1820.089 (meters)    5971.41  (feet)  COMP
 JP0664  MODELED GRAV-     979,447.6   (mgal)                       NAVD 88
 JP0664
 JP0664  VERT ORDER  -  SECOND    CLASS 0
 JP0664
 JP0664.The horizontal coordinates were scaled from a topographic map and have
 JP0664.an estimated accuracy of +/- 6 seconds.
 JP0664
 JP0664.The orthometric height was determined by differential leveling
 JP0664.and adjusted by the National Geodetic Survey in August 1995..
 JP0664
 JP0664.The geoid height was determined by GEOID03.
 JP0664
 JP0664.The dynamic height is computed by dividing the NAVD 88
 JP0664.geopotential number by the normal gravity value computed on the
 JP0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0664.degrees latitude (g = 980.6199 gals.).
 JP0664
 JP0664.The modeled gravity was interpolated from observed gravity values.
 JP0664
 JP0664;                    North         East    Units  Estimated Accuracy
 JP0664;SPC NV E     - 8,397,160.      288,160.      MT  (+/- 180 meters Scaled)
 JP0664
 JP0664                          SUPERSEDED SURVEY CONTROL
 JP0664
 JP0664.No superseded survey control is available for this station.
 JP0664
 JP0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC119446(NAD 83)
 JP0664_MARKER: DD = SURVEY DISK
 JP0664_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0664_SP_SET: COPPER-CLAD STEEL ROD
 JP0664_STAMPING: 83 DOR 1973 5974
 JP0664_MARK LOGO: USGS  
 JP0664_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0664
 JP0664  HISTORY     - Date     Condition        Report By
 JP0664  HISTORY     - 1973     MONUMENTED       USGS
 JP0664
 JP0664                          STATION DESCRIPTION
 JP0664
 JP0664'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0664'FROM THE POST OFFICE AT PIOCHE, PROCEED 29.4 MILES NORTH ALONG U S
 JP0664'HIGHWAY 93 TO A T-ROAD NORTHEAST TOWARD ATLANTA, THENCE 1.8 MILES
 JP0664'NORTHEAST TO A Y-ROAD JUNCTION, 150 FEET NORTHEAST OF THE ROAD
 JP0664'JUNCTION, 82 FEET SOUTHEAST OF THE CENTERLINE OF THE Y-ROAD, 45 FEET
 JP0664'NORTH OF THE CENTERLINE OF THE ROAD,  A 5/8 INCH COPPER COATED ROD
 JP0664'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0659 ***********************************************************************
 MU0659  DESIGNATION -  83 HEI
 MU0659  PID         -  MU0659
 MU0659  STATE/COUNTY-  NV/HUMBOLDT
 MU0659  USGS QUAD   -  DRY HILLS NORTH (1980)
 MU0659
 MU0659                         *CURRENT SURVEY CONTROL
 MU0659  ___________________________________________________________________
 MU0659* NAD 83(1986)-  41 18 24.     (N)    117 09 31.     (W)     SCALED    
 MU0659* NAVD 88     -      1566.202  (meters)    5138.45   (feet)  POSTED    
 MU0659  ___________________________________________________________________
 MU0659  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 MU0659  DYNAMIC HT  -        1565.040 (meters)    5134.64  (feet)  COMP
 MU0659  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 MU0659
 MU0659  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0659
 MU0659.The horizontal coordinates were scaled from a topographic map and have
 MU0659.an estimated accuracy of +/- 6 seconds.
 MU0659
 MU0659.The orthometric height was determined by differential leveling
 MU0659.and adjusted by the National Geodetic Survey in 1992..
 MU0659.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0659.rate of 0.0 thru 1.0 mm/km.
 MU0659
 MU0659.The geoid height was determined by GEOID03.
 MU0659
 MU0659.The dynamic height is computed by dividing the NAVD 88
 MU0659.geopotential number by the normal gravity value computed on the
 MU0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0659.degrees latitude (g = 980.6199 gals.).
 MU0659
 MU0659.The modeled gravity was interpolated from observed gravity values.
 MU0659
 MU0659;                    North         East    Units  Estimated Accuracy
 MU0659;SPC NV W     - 4,728,680.      919,300.      MT  (+/- 180 meters Scaled)
 MU0659
 MU0659                          SUPERSEDED SURVEY CONTROL
 MU0659
 MU0659.No superseded survey control is available for this station.
 MU0659
 MU0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF867728(NAD 83)
 MU0659_MARKER: DD = SURVEY DISK
 MU0659_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0659_SP_SET: COPPER-CLAD STEEL ROD
 MU0659_STAMPING: 83 HEI 1974 5135
 MU0659_MARK LOGO: USGS  
 MU0659_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0659+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0659
 MU0659  HISTORY     - Date     Condition        Report By
 MU0659  HISTORY     - 1974     MONUMENTED       USGS
 MU0659
 MU0659                          STATION DESCRIPTION
 MU0659
 MU0659'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0659'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0659'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0659'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0659'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0659'T-ROAD WEST, THENCE 5.5 MILES WEST ALONG A TRACK ROAD, 6.9 MILES SOUTH
 MU0659'OF CHIMNEY DAM, 72 FEET NORTHWEST OF A Y-ROAD, 27 FEET WEST OF A MAIN
 MU0659'ROAD, 23 FEET NORTH OF A DIM ROAD, ALONGSIDE A SMALL CAIRN, SET ON
 MU0659'COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE
 MU0659'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0396 ***********************************************************************
 MV0396  DESIGNATION -  83 LRC
 MV0396  PID         -  MV0396
 MV0396  STATE/COUNTY-  NV/WASHOE
 MV0396  USGS QUAD   -  NELLIE SPRING MTN (1979)
 MV0396
 MV0396                         *CURRENT SURVEY CONTROL
 MV0396  ___________________________________________________________________
 MV0396* NAD 83(1986)-  41 28 12.     (N)    119 30 40.     (W)     SCALED    
 MV0396* NAVD 88     -      1788.558  (meters)    5867.96   (feet)  ADJUSTED  
 MV0396  ___________________________________________________________________
 MV0396  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 MV0396  DYNAMIC HT  -        1787.127 (meters)    5863.27  (feet)  COMP
 MV0396  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 MV0396
 MV0396  VERT ORDER  -  SECOND    CLASS 0
 MV0396
 MV0396.The horizontal coordinates were scaled from a topographic map and have
 MV0396.an estimated accuracy of +/- 6 seconds.
 MV0396
 MV0396.The orthometric height was determined by differential leveling
 MV0396.and adjusted by the National Geodetic Survey in June 1991..
 MV0396
 MV0396.The geoid height was determined by GEOID03.
 MV0396
 MV0396.The dynamic height is computed by dividing the NAVD 88
 MV0396.geopotential number by the normal gravity value computed on the
 MV0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0396.degrees latitude (g = 980.6199 gals.).
 MV0396
 MV0396.The modeled gravity was interpolated from observed gravity values.
 MV0396
 MV0396;                    North         East    Units  Estimated Accuracy
 MV0396;SPC NV W     - 4,746,250.      722,510.      MT  (+/- 180 meters Scaled)
 MV0396
 MV0396                          SUPERSEDED SURVEY CONTROL
 MV0396
 MV0396  NGVD 29 (??/??/92) 1787.31   (m)         5863.9    (f) COMPUTED    2 0
 MV0396
 MV0396.Superseded values are not recommended for survey control.
 MV0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0396.See file dsdata.txt to determine how the superseded data were derived.
 MV0396
 MV0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF903939(NAD 83)
 MV0396_MARKER: DD = SURVEY DISK
 MV0396_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0396_SP_SET: COPPER-CLAD STEEL ROD
 MV0396_STAMPING: 83 LRC 1972 5864
 MV0396_MARK LOGO: USGS  
 MV0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0396
 MV0396  HISTORY     - Date     Condition        Report By
 MV0396  HISTORY     - 1972     MONUMENTED       USGS
 MV0396
 MV0396                          STATION DESCRIPTION
 MV0396
 MV0396'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0396'54.7 KM (34.00 MI) SE FROM VYA.
 MV0396'VYA, 2.0 MILES SOUTHWEST OF, THENCE 20.9 MILES SOUTHEAST ALONG STATE
 MV0396'HIGHWAY 34 TO A ROAD JUNCTION NORTHEAST TO PARKER RANCH, THENCE 11.1
 MV0396'MILES NORTHEAST ALONG THE TRACK ROAD TO PARKER RANCH TO THE TOP OF A
 MV0396'SLOPE EAST ON A GENTLY SLOPING RIDGE, 2.0 MILES SOUTHWEST OF THE ROAD
 MV0396'FORK, ABOUT 210 FEET SOUTH OF A SMALL SEEP, AND 28 FEET SOUTHWEST OF
 MV0396'THE CENTERLINE OF THE ROAD, SET ON A COPPER-COATED ROD OF UNKNOWN
 MV0396'DEPTH, ENCASED IN A IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0353 ***********************************************************************
 LR0353  DESIGNATION -  83 RESET
 LR0353  PID         -  LR0353
 LR0353  STATE/COUNTY-  NV/HUMBOLDT
 LR0353  USGS QUAD   -  IRON POINT (1965)
 LR0353
 LR0353                         *CURRENT SURVEY CONTROL
 LR0353  ___________________________________________________________________
 LR0353* NAD 83(1986)-  40 53 52.     (N)    117 17 50.     (W)     SCALED    
 LR0353* NAVD 88     -      1342.57   (meters)    4404.7    (feet)  RESET     
 LR0353  ___________________________________________________________________
 LR0353  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 LR0353
 LR0353  VERT ORDER  -  THIRD
 LR0353
 LR0353.The horizontal coordinates were scaled from a topographic map and have
 LR0353.an estimated accuracy of +/- 6 seconds.
 LR0353
 LR0353.The orthometric height was computed from unverified reset data.
 LR0353
 LR0353.The geoid height was determined by GEOID03.
 LR0353
 LR0353;                    North         East    Units  Estimated Accuracy
 LR0353;SPC NV W     - 4,683,090.      908,370.      MT  (+/- 180 meters Scaled)
 LR0353
 LR0353                          SUPERSEDED SURVEY CONTROL
 LR0353
 LR0353.No superseded survey control is available for this station.
 LR0353
 LR0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF749274(NAD 83)
 LR0353_MARKER: DD = SURVEY DISK
 LR0353_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LR0353+WITH SETTING: INFORMATION.
 LR0353_STAMPING: 83 (NHD) RESET 1960
 LR0353_MARK LOGO: NVDH  
 LR0353_PROJECTION: FLUSH
 LR0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0353_ROD/PIPE-DEPTH: 0.4  meters
 LR0353
 LR0353  HISTORY     - Date     Condition        Report By
 LR0353  HISTORY     - 1960     MONUMENTED       NVDH
 LR0353  HISTORY     - 1984     GOOD             NGS
 LR0353
 LR0353                          STATION DESCRIPTION
 LR0353
 LR0353'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1960
 LR0353'11.38 MI E FROM GOLCONDA.
 LR0353'THIS MARK IS LOCATED 11.38 MILES EASTERLY ALONG U.S. HIGHWAY 40 FROM
 LR0353'THE GOLCONDA INTERCHANGE, 215 FEET NORTHERLY OF THE CENTERLINE OF THE
 LR0353'WESTBOUND LANE AT STA. W 733+00, 13 FEET NORTHERLY FROM THE R/W FENCE,
 LR0353'AND 3 FEET WEST OF AN ORANGE PAINTED STEEL WITNESS POST, AND DRIVEN
 LR0353'FLUSH WITH THE GROUND.
 LR0353
 LR0353                          STATION RECOVERY (1984)
 LR0353
 LR0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0353'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0353'NEW DESCRIPTION FOLLOWS.  18.7 KM (11.7 MI) NORTHWEST ALONG INTERSTATE
 LR0353'80 FROM THE HIGHWAY OVERPASS BRIDGE AT VALMY, 0.7 KM (0.45 MI)
 LR0353'NORTHWEST OF MILEPOST 206, 65.5 METERS (215 FT) NORTHEAST OF THE WEST
 LR0353'BOUND HIGHWAY CENTERLINE, 48.4 METERS (159 FT) EAST-NORTHEAST OF THE
 LR0353'WEST BOUND OFF RAMP CENTERLINE AND 0.9 METER (3 FT) NORTHWEST OF A
 LR0353'STEEL POST.  NOTE--MARK IS A COPPER-CLAD ROAD WITH A BRASS CAP
 LR0353'ATTACHED.
 LR0353'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 LR0353'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0739 ***********************************************************************
 GS0739  DESIGNATION -  83 TJS
 GS0739  PID         -  GS0739
 GS0739  STATE/COUNTY-  NV/NYE
 GS0739  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0739
 GS0739                         *CURRENT SURVEY CONTROL
 GS0739  ___________________________________________________________________
 GS0739* NAD 83(1986)-  36 42 24.     (N)    116 13 28.     (W)     SCALED    
 GS0739* NAVD 88     -      1064.377  (meters)    3492.04   (feet)  ADJUSTED  
 GS0739  ___________________________________________________________________
 GS0739  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GS0739  DYNAMIC HT  -        1063.228 (meters)    3488.27  (feet)  COMP
 GS0739  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 GS0739
 GS0739  VERT ORDER  -  FIRST     CLASS I
 GS0739
 GS0739.The horizontal coordinates were scaled from a topographic map and have
 GS0739.an estimated accuracy of +/- 6 seconds.
 GS0739
 GS0739.The orthometric height was determined by differential leveling
 GS0739.and adjusted by the National Geodetic Survey in May 2004..
 GS0739
 GS0739.The geoid height was determined by GEOID03.
 GS0739
 GS0739.The dynamic height is computed by dividing the NAVD 88
 GS0739.geopotential number by the normal gravity value computed on the
 GS0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0739.degrees latitude (g = 980.6199 gals.).
 GS0739
 GS0739.The modeled gravity was interpolated from observed gravity values.
 GS0739
 GS0739;                    North         East    Units  Estimated Accuracy
 GS0739;SPC NV C     - 6,217,170.      539,510.      MT  (+/- 180 meters Scaled)
 GS0739
 GS0739                          SUPERSEDED SURVEY CONTROL
 GS0739
 GS0739  NAVD 88 (??/??/92) 1064.390  (m)         3492.09   (f) UNKNOWN     3 0
 GS0739  NGVD 29 (05/01/91) 1063.506  (m)         3489.19   (f) ADJUSTED    1 1
 GS0739
 GS0739.Superseded values are not recommended for survey control.
 GS0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0739.See file dsdata.txt to determine how the superseded data were derived.
 GS0739
 GS0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA692626(NAD 83)
 GS0739_MARKER: DB = BENCH MARK DISK
 GS0739_SETTING: 0 = UNSPECIFIED SETTING
 GS0739_STAMPING: 83 TJS 1983
 GS0739_MARK LOGO: USGS  
 GS0739_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0739
 GS0739  HISTORY     - Date     Condition        Report By
 GS0739  HISTORY     - 1983     MONUMENTED       USGS
 GS0739  HISTORY     - 1986     GOOD             USGS
 GS0739  HISTORY     - 1988     GOOD             USGS
 GS0739  HISTORY     - 19910611 GOOD             USGS
 GS0739  HISTORY     - 19930315 GOOD             USGS
 GS0739  HISTORY     - 19950322 GOOD             USGS
 GS0739
 GS0739                          STATION DESCRIPTION
 GS0739
 GS0739'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0739'24.0 KM (14.90 MI) NW FROM MERCURY.
 GS0739'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0739'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0739'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 14.9 MILES, 138 FEET SOUTH
 GS0739'OF THE ROAD.
 GS0739'THE MARK IS 7 FT  S FROM  A ROCK CAIRN
 GS0739
 GS0739                          STATION RECOVERY (1986)
 GS0739
 GS0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0739'RECOVERED IN GOOD CONDITION.
 GS0739
 GS0739                          STATION RECOVERY (1988)
 GS0739
 GS0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0739'RECOVERED IN GOOD CONDITION.
 GS0739
 GS0739                          STATION RECOVERY (1991)
 GS0739
 GS0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0739'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0739'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0739'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 14.9 MILES, 138 FEET SOUTH
 GS0739'OF THE ROAD.
 GS0739
 GS0739                          STATION RECOVERY (1993)
 GS0739
 GS0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0739'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0739'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0739'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 14.9 MILES
 GS0739'(24.0 KM), 138 FEET (42.1 M) SOUTH OF THE ROAD.
 GS0739
 GS0739                          STATION RECOVERY (1995)
 GS0739
 GS0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0739'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0355 ***********************************************************************
 LR0355  DESIGNATION -  84
 LR0355  PID         -  LR0355
 LR0355  STATE/COUNTY-  NV/HUMBOLDT
 LR0355  USGS QUAD   -  IRON POINT (1965)
 LR0355
 LR0355                         *CURRENT SURVEY CONTROL
 LR0355  ___________________________________________________________________
 LR0355* NAD 83(1986)-  40 53 21.     (N)    117 16 58.     (W)     SCALED    
 LR0355* NAVD 88     -      1341.923  (meters)    4402.63   (feet)  ADJUSTED  
 LR0355  ___________________________________________________________________
 LR0355  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 LR0355  DYNAMIC HT  -        1340.895 (meters)    4399.25  (feet)  COMP
 LR0355  MODELED GRAV-     979,811.5   (mgal)                       NAVD 88
 LR0355
 LR0355  VERT ORDER  -  FIRST     CLASS II
 LR0355
 LR0355.The horizontal coordinates were scaled from a topographic map and have
 LR0355.an estimated accuracy of +/- 6 seconds.
 LR0355
 LR0355.The orthometric height was determined by differential leveling
 LR0355.and adjusted by the National Geodetic Survey in June 1991..
 LR0355
 LR0355.The geoid height was determined by GEOID03.
 LR0355
 LR0355.The dynamic height is computed by dividing the NAVD 88
 LR0355.geopotential number by the normal gravity value computed on the
 LR0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0355.degrees latitude (g = 980.6199 gals.).
 LR0355
 LR0355.The modeled gravity was interpolated from observed gravity values.
 LR0355
 LR0355;                    North         East    Units  Estimated Accuracy
 LR0355;SPC NV W     - 4,682,150.      909,600.      MT  (+/- 180 meters Scaled)
 LR0355
 LR0355                          SUPERSEDED SURVEY CONTROL
 LR0355
 LR0355  NGVD 29 (??/??/92) 1340.899  (m)         4399.27   (f) ADJ UNCH    1 2
 LR0355
 LR0355.Superseded values are not recommended for survey control.
 LR0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0355.See file dsdata.txt to determine how the superseded data were derived.
 LR0355
 LR0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF761264(NAD 83)
 LR0355_MARKER: DD = SURVEY DISK
 LR0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0355_STAMPING: BM I-001-3 (2) 84
 LR0355_MARK LOGO: NVDH  
 LR0355_PROJECTION: PROJECTING 3 CENTIMETERS
 LR0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0355+STABILITY: SURFACE MOTION
 LR0355
 LR0355  HISTORY     - Date     Condition        Report By
 LR0355  HISTORY     - UNK      MONUMENTED       NVDH
 LR0355  HISTORY     - 1958     GOOD             NGS
 LR0355  HISTORY     - 1984     GOOD             NGS
 LR0355
 LR0355                          STATION DESCRIPTION
 LR0355
 LR0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0355'11.6 MI E FROM GOLCONDA.
 LR0355'11.6 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0355'188.0 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 4.0 FEET NORTH OF A
 LR0355'METAL WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES
 LR0355'ABOVE GROUND SURFACE.
 LR0355
 LR0355                          STATION RECOVERY (1984)
 LR0355
 LR0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0355'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.45 KM
 LR0355'(10.9 MI) NORTHWEST ALONG INTERSTATE 80 FROM THE HIGHWAY OVERPASS
 LR0355'BRIDGE AT VALMY, 1.63 KM (1.0 MI) SOUTHEAST OF THE PUPMERNICKEL
 LR0355'OVERPASS BRIDGE, 0.53 KM (0.35 MI) SOUTHEAST OF MILEPOST 206,
 LR0355'57.6 METERS (189 FT) SOUTHWEST OF THE EAST BOUND HIGHWAY CENTERLINE
 LR0355'AND 2.9 METERS (9.5 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 LR0355'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 LR0355'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0416 ***********************************************************************
 JP0416  DESIGNATION -  84 DOR
 JP0416  PID         -  JP0416
 JP0416  STATE/COUNTY-  NV/NYE
 JP0416  USGS QUAD   -  DUCKWATER (1990)
 JP0416
 JP0416                         *CURRENT SURVEY CONTROL
 JP0416  ___________________________________________________________________
 JP0416* NAD 83(1986)-  38 56 15.     (N)    115 44 55.     (W)     SCALED    
 JP0416* NAVD 88     -      1727.343  (meters)    5667.12   (feet)  ADJUSTED  
 JP0416  ___________________________________________________________________
 JP0416  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 JP0416  DYNAMIC HT  -        1725.524 (meters)    5661.16  (feet)  COMP
 JP0416  MODELED GRAV-     979,514.0   (mgal)                       NAVD 88
 JP0416
 JP0416  VERT ORDER  -  SECOND    CLASS 0
 JP0416
 JP0416.The horizontal coordinates were scaled from a topographic map and have
 JP0416.an estimated accuracy of +/- 6 seconds.
 JP0416
 JP0416.The orthometric height was determined by differential leveling
 JP0416.and adjusted by the National Geodetic Survey in June 1991..
 JP0416
 JP0416.The geoid height was determined by GEOID03.
 JP0416
 JP0416.The dynamic height is computed by dividing the NAVD 88
 JP0416.geopotential number by the normal gravity value computed on the
 JP0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0416.degrees latitude (g = 980.6199 gals.).
 JP0416
 JP0416.The modeled gravity was interpolated from observed gravity values.
 JP0416
 JP0416;                    North         East    Units  Estimated Accuracy
 JP0416;SPC NV C     - 6,465,060.      579,590.      MT  (+/- 180 meters Scaled)
 JP0416
 JP0416                          SUPERSEDED SURVEY CONTROL
 JP0416
 JP0416.No superseded survey control is available for this station.
 JP0416
 JP0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD084105(NAD 83)
 JP0416_MARKER: DD = SURVEY DISK
 JP0416_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0416_SP_SET: COPPER-CLAD STEEL ROD
 JP0416_STAMPING: 84 DOR 1967 5663
 JP0416_MARK LOGO: USGS  
 JP0416_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0416+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0416
 JP0416  HISTORY     - Date     Condition        Report By
 JP0416  HISTORY     - 1967     MONUMENTED       USGS
 JP0416
 JP0416                          STATION DESCRIPTION
 JP0416
 JP0416'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0416'FROM THE POST OFFICE IN DUCKWATER, NEVADA, PROCEED 1.9 MILES WEST
 JP0416'ALONG THE ROAD TO LITTLE SMOKY VALLEY, 36 FEET SOUTHWEST OF THE ROAD,
 JP0416'1 FOOT NORTHEAST OF A WITNESS, SET ON A COPPER-COATED ROD, ENCLOSED IN
 JP0416'A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0520 ***********************************************************************
 JP0520  DESIGNATION -  84 DOR
 JP0520  PID         -  JP0520
 JP0520  STATE/COUNTY-  NV/LINCOLN
 JP0520  USGS QUAD   -  COYOTE SPRING (1971)
 JP0520
 JP0520                         *CURRENT SURVEY CONTROL
 JP0520  ___________________________________________________________________
 JP0520* NAD 83(1986)-  38 07 09.     (N)    114 50 37.     (W)     SCALED    
 JP0520* NAVD 88     -      1567.755  (meters)    5143.54   (feet)  ADJUSTED  
 JP0520  ___________________________________________________________________
 JP0520  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 JP0520  DYNAMIC HT  -        1566.073 (meters)    5138.02  (feet)  COMP
 JP0520  MODELED GRAV-     979,501.1   (mgal)                       NAVD 88
 JP0520
 JP0520  VERT ORDER  -  SECOND    CLASS 0
 JP0520
 JP0520.The horizontal coordinates were scaled from a topographic map and have
 JP0520.an estimated accuracy of +/- 6 seconds.
 JP0520
 JP0520.The orthometric height was determined by differential leveling
 JP0520.and adjusted by the National Geodetic Survey in August 1995..
 JP0520
 JP0520.The geoid height was determined by GEOID03.
 JP0520
 JP0520.The dynamic height is computed by dividing the NAVD 88
 JP0520.geopotential number by the normal gravity value computed on the
 JP0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0520.degrees latitude (g = 980.6199 gals.).
 JP0520
 JP0520.The modeled gravity was interpolated from observed gravity values.
 JP0520
 JP0520;                    North         East    Units  Estimated Accuracy
 JP0520;SPC NV E     - 8,374,090.      264,860.      MT  (+/- 180 meters Scaled)
 JP0520
 JP0520                          SUPERSEDED SURVEY CONTROL
 JP0520
 JP0520.No superseded survey control is available for this station.
 JP0520
 JP0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC890212(NAD 83)
 JP0520_MARKER: DD = SURVEY DISK
 JP0520_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0520_SP_SET: COPPER-CLAD STEEL ROD
 JP0520_STAMPING: 84 DOR 1971 5140
 JP0520_MARK LOGO: USGS  
 JP0520_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0520
 JP0520  HISTORY     - Date     Condition        Report By
 JP0520  HISTORY     - 1971     MONUMENTED       USGS
 JP0520
 JP0520                          STATION DESCRIPTION
 JP0520
 JP0520'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0520'FROM THE POST OFFICE AT PIOCHE, PROCEED 13.7 MILES NORTH ALONG U S
 JP0520'HIGHWAY 93 TO A T-ROAD NORTHWEST TO SUNNYSIDE, THENCE 16.9 MILES WEST
 JP0520'TO A Y-ROAD NORTHEAST, THENCE 1.4 MILES NORTH TO A ROAD CROSSING, 300
 JP0520'FEET SOUTH OF THE ROAD CROSSING, 28 FEET SOUTHEAST OF THE CENTERLINE
 JP0520'OF THE ROAD, 2 FEET NORTHWEST OF A WITNESS POST, ON A 5/8 INCH COPPER
 JP0520'COATED ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH
 JP0520'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0665 ***********************************************************************
 JP0665  DESIGNATION -  84 DOR
 JP0665  PID         -  JP0665
 JP0665  STATE/COUNTY-  NV/LINCOLN
 JP0665  USGS QUAD   -  PONY SPRINGS (1973)
 JP0665
 JP0665                         *CURRENT SURVEY CONTROL
 JP0665  ___________________________________________________________________
 JP0665* NAD 83(1986)-  38 19 18.     (N)    114 35 29.     (W)     SCALED    
 JP0665* NAVD 88     -      1839.087  (meters)    6033.74   (feet)  ADJUSTED  
 JP0665  ___________________________________________________________________
 JP0665  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 JP0665  DYNAMIC HT  -        1837.027 (meters)    6026.98  (feet)  COMP
 JP0665  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 JP0665
 JP0665  VERT ORDER  -  SECOND    CLASS 0
 JP0665
 JP0665.The horizontal coordinates were scaled from a topographic map and have
 JP0665.an estimated accuracy of +/- 6 seconds.
 JP0665
 JP0665.The orthometric height was determined by differential leveling
 JP0665.and adjusted by the National Geodetic Survey in August 1995..
 JP0665
 JP0665.The geoid height was determined by GEOID03.
 JP0665
 JP0665.The dynamic height is computed by dividing the NAVD 88
 JP0665.geopotential number by the normal gravity value computed on the
 JP0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0665.degrees latitude (g = 980.6199 gals.).
 JP0665
 JP0665.The modeled gravity was interpolated from observed gravity values.
 JP0665
 JP0665;                    North         East    Units  Estimated Accuracy
 JP0665;SPC NV E     - 8,396,770.      286,740.      MT  (+/- 180 meters Scaled)
 JP0665
 JP0665                          SUPERSEDED SURVEY CONTROL
 JP0665
 JP0665.No superseded survey control is available for this station.
 JP0665
 JP0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC105442(NAD 83)
 JP0665_MARKER: DD = SURVEY DISK
 JP0665_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0665_SP_SET: COPPER-CLAD STEEL ROD
 JP0665_STAMPING: 84 DOR 1973 6030
 JP0665_MARK LOGO: USGS  
 JP0665_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0665
 JP0665  HISTORY     - Date     Condition        Report By
 JP0665  HISTORY     - 1973     MONUMENTED       USGS
 JP0665
 JP0665                          STATION DESCRIPTION
 JP0665
 JP0665'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0665'FROM THE POST OFFICE AT PIOCHE, PROCEED 29.4 MILES NORTH ALONG U S
 JP0665'HIGHWAY 93 TO A T-ROAD NORTHEAST TOWARD ATLANTA, THENCE 0.9 MILE
 JP0665'NORTHEAST, 68 FEET SOUTHEAST OF THE SOUTH END OF A 24-INCH CORRUGATED
 JP0665'METAL PIPE CULVERT, 50 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 40
 JP0665'FEET NORTH OF A SMALL JUNIPER TREE,  A 5/8 INCH COPPER COATED ROD
 JP0665'DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0660 ***********************************************************************
 MU0660  DESIGNATION -  84 HEI
 MU0660  PID         -  MU0660
 MU0660  STATE/COUNTY-  NV/HUMBOLDT
 MU0660  USGS QUAD   -  DRY HILLS NORTH (1980)
 MU0660
 MU0660                         *CURRENT SURVEY CONTROL
 MU0660  ___________________________________________________________________
 MU0660* NAD 83(1986)-  41 19 07.     (N)    117 09 21.     (W)     SCALED    
 MU0660* NAVD 88     -      1538.102  (meters)    5046.26   (feet)  POSTED    
 MU0660  ___________________________________________________________________
 MU0660  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 MU0660  DYNAMIC HT  -        1536.970 (meters)    5042.54  (feet)  COMP
 MU0660  MODELED GRAV-     979,830.8   (mgal)                       NAVD 88
 MU0660
 MU0660  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0660
 MU0660.The horizontal coordinates were scaled from a topographic map and have
 MU0660.an estimated accuracy of +/- 6 seconds.
 MU0660
 MU0660.The orthometric height was determined by differential leveling
 MU0660.and adjusted by the National Geodetic Survey in 1992..
 MU0660.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0660.rate of 0.0 thru 1.0 mm/km.
 MU0660
 MU0660.The geoid height was determined by GEOID03.
 MU0660
 MU0660.The dynamic height is computed by dividing the NAVD 88
 MU0660.geopotential number by the normal gravity value computed on the
 MU0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0660.degrees latitude (g = 980.6199 gals.).
 MU0660
 MU0660.The modeled gravity was interpolated from observed gravity values.
 MU0660
 MU0660;                    North         East    Units  Estimated Accuracy
 MU0660;SPC NV W     - 4,730,010.      919,510.      MT  (+/- 180 meters Scaled)
 MU0660
 MU0660                          SUPERSEDED SURVEY CONTROL
 MU0660
 MU0660.No superseded survey control is available for this station.
 MU0660
 MU0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF869741(NAD 83)
 MU0660_MARKER: DD = SURVEY DISK
 MU0660_SETTING: 66 = SET IN ROCK OUTCROP
 MU0660_SP_SET: ROCK OUTCROP
 MU0660_STAMPING: 84 HEI 1974 5043
 MU0660_MARK LOGO: USGS  
 MU0660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0660+STABILITY: POSITION/ELEVATION WELL
 MU0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0660+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0660
 MU0660  HISTORY     - Date     Condition        Report By
 MU0660  HISTORY     - 1974     MONUMENTED       USGS
 MU0660
 MU0660                          STATION DESCRIPTION
 MU0660
 MU0660'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0660'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0660'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0660'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0660'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0660'T-ROAD WEST, THENCE 6.4 MILES WEST ALONG A TRACK ROAD, 6.0 MILES SOUTH
 MU0660'OF CHIMNEY DAM, 115 FEET EAST OF THE CENTERLINE OF THE ROAD, 25 FEET
 MU0660'EAST OF A SMALL DRAIN, CEMENTED IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0397 ***********************************************************************
 MV0397  DESIGNATION -  84 LRC
 MV0397  PID         -  MV0397
 MV0397  STATE/COUNTY-  NV/WASHOE
 MV0397  USGS QUAD   -  NELLIE SPRING MTN (1979)
 MV0397
 MV0397                         *CURRENT SURVEY CONTROL
 MV0397  ___________________________________________________________________
 MV0397* NAD 83(1986)-  41 27 54.     (N)    119 31 35.     (W)     SCALED    
 MV0397* NAVD 88     -      1818.976  (meters)    5967.76   (feet)  ADJUSTED  
 MV0397  ___________________________________________________________________
 MV0397  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 MV0397  DYNAMIC HT  -        1817.514 (meters)    5962.96  (feet)  COMP
 MV0397  MODELED GRAV-     979,754.7   (mgal)                       NAVD 88
 MV0397
 MV0397  VERT ORDER  -  SECOND    CLASS 0
 MV0397
 MV0397.The horizontal coordinates were scaled from a topographic map and have
 MV0397.an estimated accuracy of +/- 6 seconds.
 MV0397
 MV0397.The orthometric height was determined by differential leveling
 MV0397.and adjusted by the National Geodetic Survey in June 1991..
 MV0397
 MV0397.The geoid height was determined by GEOID03.
 MV0397
 MV0397.The dynamic height is computed by dividing the NAVD 88
 MV0397.geopotential number by the normal gravity value computed on the
 MV0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0397.degrees latitude (g = 980.6199 gals.).
 MV0397
 MV0397.The modeled gravity was interpolated from observed gravity values.
 MV0397
 MV0397;                    North         East    Units  Estimated Accuracy
 MV0397;SPC NV W     - 4,745,710.      721,220.      MT  (+/- 180 meters Scaled)
 MV0397
 MV0397                          SUPERSEDED SURVEY CONTROL
 MV0397
 MV0397  NGVD 29 (??/??/92) 1817.72   (m)         5963.6    (f) COMPUTED    2 0
 MV0397
 MV0397.Superseded values are not recommended for survey control.
 MV0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0397.See file dsdata.txt to determine how the superseded data were derived.
 MV0397
 MV0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF890934(NAD 83)
 MV0397_MARKER: DD = SURVEY DISK
 MV0397_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0397_SP_SET: COPPER-CLAD STEEL ROD
 MV0397_STAMPING: 84 LRC 1972 5964
 MV0397_MARK LOGO: USGS  
 MV0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0397
 MV0397  HISTORY     - Date     Condition        Report By
 MV0397  HISTORY     - 1972     MONUMENTED       USGS
 MV0397
 MV0397                          STATION DESCRIPTION
 MV0397
 MV0397'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0397'53.1 KM (33.00 MI) SE FROM VYA.
 MV0397'VIA, 2.0 MILES SOUTHWEST OF, THENCE 20.9 MILES SOUTHEAST ALONG STATE
 MV0397'HIGHWAY 34 TO A ROAD JUNCTION NORTHEAST, THENCE 10.1 MILES NORTHEAST
 MV0397'TO A ROAD FORK NORTH AT THE SUMMIT OF A BIG FLAT SADDLE, SEVERAL
 MV0397'HUNDRED YARDS NORTH OF THREE PROMINENT ROCK CAIRNS, 51 FEET NORTHWEST
 MV0397'OF THE CENTERLINE OF THE MAIN ROAD, AND 42 FEET NORTHEAST OF THE
 MV0397'CENTER OF THE T-ROAD, SET ON A COPPER-COATED ROD OF UNKNOWN DEPTH,
 MV0397'ENCASED IN A IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0741 ***********************************************************************
 GS0741  DESIGNATION -  84 TJS
 GS0741  PID         -  GS0741
 GS0741  STATE/COUNTY-  NV/NYE
 GS0741  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0741
 GS0741                         *CURRENT SURVEY CONTROL
 GS0741  ___________________________________________________________________
 GS0741* NAD 83(1986)-  36 42 05.     (N)    116 12 32.     (W)     SCALED    
 GS0741* NAVD 88     -      1048.448  (meters)    3439.78   (feet)  ADJUSTED  
 GS0741  ___________________________________________________________________
 GS0741  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GS0741  DYNAMIC HT  -        1047.329 (meters)    3436.11  (feet)  COMP
 GS0741  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 GS0741
 GS0741  VERT ORDER  -  FIRST     CLASS I
 GS0741
 GS0741.The horizontal coordinates were scaled from a topographic map and have
 GS0741.an estimated accuracy of +/- 6 seconds.
 GS0741
 GS0741.The orthometric height was determined by differential leveling
 GS0741.and adjusted by the National Geodetic Survey in May 2004..
 GS0741
 GS0741.The geoid height was determined by GEOID03.
 GS0741
 GS0741.The dynamic height is computed by dividing the NAVD 88
 GS0741.geopotential number by the normal gravity value computed on the
 GS0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0741.degrees latitude (g = 980.6199 gals.).
 GS0741
 GS0741.The modeled gravity was interpolated from observed gravity values.
 GS0741
 GS0741;                    North         East    Units  Estimated Accuracy
 GS0741;SPC NV C     - 6,216,590.      540,900.      MT  (+/- 180 meters Scaled)
 GS0741
 GS0741                          SUPERSEDED SURVEY CONTROL
 GS0741
 GS0741  NAVD 88 (??/??/92) 1048.461  (m)         3439.83   (f) UNKNOWN     3 0
 GS0741  NGVD 29 (05/01/91) 1047.590  (m)         3436.97   (f) ADJUSTED    1 1
 GS0741
 GS0741.Superseded values are not recommended for survey control.
 GS0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0741.See file dsdata.txt to determine how the superseded data were derived.
 GS0741
 GS0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA706620(NAD 83)
 GS0741_MARKER: DB = BENCH MARK DISK
 GS0741_SETTING: 0 = UNSPECIFIED SETTING
 GS0741_STAMPING: 84 TJS 1983
 GS0741_MARK LOGO: USGS  
 GS0741_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0741
 GS0741  HISTORY     - Date     Condition        Report By
 GS0741  HISTORY     - 1983     MONUMENTED       USGS
 GS0741  HISTORY     - 1986     GOOD             USGS
 GS0741  HISTORY     - 1988     GOOD             USGS
 GS0741  HISTORY     - 19910612 GOOD             USGS
 GS0741  HISTORY     - 19930318 GOOD             USGS
 GS0741  HISTORY     - 19950322 GOOD             USGS
 GS0741
 GS0741                          STATION DESCRIPTION
 GS0741
 GS0741'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0741'22.2 KM (13.80 MI) NW FROM MERCURY.
 GS0741'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0741'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0741'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 13.8 MILES, 127 FEET SOUTH
 GS0741'OF THE ROAD.
 GS0741'THE MARK IS 6 FT  S FROM  A ROCK CAIRN
 GS0741
 GS0741                          STATION RECOVERY (1986)
 GS0741
 GS0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0741'RECOVERED IN GOOD CONDITION.
 GS0741
 GS0741                          STATION RECOVERY (1988)
 GS0741
 GS0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0741'RECOVERED IN GOOD CONDITION.
 GS0741
 GS0741                          STATION RECOVERY (1991)
 GS0741
 GS0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0741'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0741'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0741'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 13.8 MILES, 127 FEET SOUTH
 GS0741'OF THE ROAD.
 GS0741
 GS0741                          STATION RECOVERY (1993)
 GS0741
 GS0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0741'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0741'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0741'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 13.8 MILES
 GS0741'(22.2 KM), 127 FEET (38.7 M) SOUTH OF THE ROAD.
 GS0741
 GS0741                          STATION RECOVERY (1995)
 GS0741
 GS0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0741'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0356 ***********************************************************************
 LR0356  DESIGNATION -  85
 LR0356  PID         -  LR0356
 LR0356  STATE/COUNTY-  NV/HUMBOLDT
 LR0356  USGS QUAD   -  IRON POINT (1965)
 LR0356
 LR0356                         *CURRENT SURVEY CONTROL
 LR0356  ___________________________________________________________________
 LR0356* NAD 83(1986)-  40 53 07.     (N)    117 16 29.     (W)     SCALED    
 LR0356* NAVD 88     -      1342.424  (meters)    4404.27   (feet)  ADJUSTED  
 LR0356  ___________________________________________________________________
 LR0356  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 LR0356  DYNAMIC HT  -        1341.395 (meters)    4400.89  (feet)  COMP
 LR0356  MODELED GRAV-     979,811.7   (mgal)                       NAVD 88
 LR0356
 LR0356  VERT ORDER  -  FIRST     CLASS II
 LR0356
 LR0356.The horizontal coordinates were scaled from a topographic map and have
 LR0356.an estimated accuracy of +/- 6 seconds.
 LR0356
 LR0356.The orthometric height was determined by differential leveling
 LR0356.and adjusted by the National Geodetic Survey in June 1991..
 LR0356
 LR0356.The geoid height was determined by GEOID03.
 LR0356
 LR0356.The dynamic height is computed by dividing the NAVD 88
 LR0356.geopotential number by the normal gravity value computed on the
 LR0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0356.degrees latitude (g = 980.6199 gals.).
 LR0356
 LR0356.The modeled gravity was interpolated from observed gravity values.
 LR0356
 LR0356;                    North         East    Units  Estimated Accuracy
 LR0356;SPC NV W     - 4,681,730.      910,280.      MT  (+/- 180 meters Scaled)
 LR0356
 LR0356                          SUPERSEDED SURVEY CONTROL
 LR0356
 LR0356  NGVD 29 (??/??/92) 1341.398  (m)         4400.90   (f) ADJ UNCH    1 2
 LR0356
 LR0356.Superseded values are not recommended for survey control.
 LR0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0356.See file dsdata.txt to determine how the superseded data were derived.
 LR0356
 LR0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF768260(NAD 83)
 LR0356_MARKER: DD = SURVEY DISK
 LR0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0356_STAMPING: BM I-001-3 (2) 85
 LR0356_MARK LOGO: NVDH  
 LR0356_PROJECTION: PROJECTING 3 CENTIMETERS
 LR0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0356+STABILITY: SURFACE MOTION
 LR0356
 LR0356  HISTORY     - Date     Condition        Report By
 LR0356  HISTORY     - UNK      MONUMENTED       NVDH
 LR0356  HISTORY     - 1958     GOOD             NGS
 LR0356  HISTORY     - 1984     GOOD             NGS
 LR0356
 LR0356                          STATION DESCRIPTION
 LR0356
 LR0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0356'12.1 MI E FROM GOLCONDA.
 LR0356'12.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0356'89.0 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 4.0 FEET NORTH OF A
 LR0356'METAL WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES
 LR0356'ABOVE GROUND SURFACE.
 LR0356
 LR0356                          STATION RECOVERY (1984)
 LR0356
 LR0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0356'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.6 KM
 LR0356'(10.35 MI) NORTHWEST ALONG INTERSTATE 80 FROM THE HIGHWAY OVERPASS
 LR0356'BRIDGE AT VALMY, 0.15 KM (0.1 MI) NORTHWEST OF MILEPOST 207,
 LR0356'28.2 METERS (92.5 FT) SOUTHWEST OF THE EAST BOUND HIGHWAY CENTERLINE,
 LR0356'71.6 METERS (235 FT) NORTH OF THE NORTHWEST END OF A WOODEN BRACE IN
 LR0356'THE RIGHT OF WAY FENCE AND 32.4 METERS (106.5 FT) NORTHEAST OF THE
 LR0356'RIGHT OF WAY FENCE.
 LR0356'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 LR0356'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0417 ***********************************************************************
 JP0417  DESIGNATION -  85 DOR
 JP0417  PID         -  JP0417
 JP0417  STATE/COUNTY-  NV/NYE
 JP0417  USGS QUAD   -  BROWN SUMMIT (1968)
 JP0417
 JP0417                         *CURRENT SURVEY CONTROL
 JP0417  ___________________________________________________________________
 JP0417* NAD 83(1986)-  38 56 19.     (N)    115 46 04.     (W)     SCALED    
 JP0417* NAVD 88     -      1790.777  (meters)    5875.24   (feet)  ADJUSTED  
 JP0417  ___________________________________________________________________
 JP0417  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 JP0417  DYNAMIC HT  -        1788.868 (meters)    5868.98  (feet)  COMP
 JP0417  MODELED GRAV-     979,498.9   (mgal)                       NAVD 88
 JP0417
 JP0417  VERT ORDER  -  SECOND    CLASS 0
 JP0417
 JP0417.The horizontal coordinates were scaled from a topographic map and have
 JP0417.an estimated accuracy of +/- 6 seconds.
 JP0417
 JP0417.The orthometric height was determined by differential leveling
 JP0417.and adjusted by the National Geodetic Survey in June 1991..
 JP0417
 JP0417.The geoid height was determined by GEOID03.
 JP0417
 JP0417.The dynamic height is computed by dividing the NAVD 88
 JP0417.geopotential number by the normal gravity value computed on the
 JP0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0417.degrees latitude (g = 980.6199 gals.).
 JP0417
 JP0417.The modeled gravity was interpolated from observed gravity values.
 JP0417
 JP0417;                    North         East    Units  Estimated Accuracy
 JP0417;SPC NV C     - 6,465,170.      577,930.      MT  (+/- 180 meters Scaled)
 JP0417
 JP0417                          SUPERSEDED SURVEY CONTROL
 JP0417
 JP0417.No superseded survey control is available for this station.
 JP0417
 JP0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD067106(NAD 83)
 JP0417_MARKER: DD = SURVEY DISK
 JP0417_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0417_SP_SET: COPPER-CLAD STEEL ROD
 JP0417_STAMPING: 85 DOR 1967 5871
 JP0417_MARK LOGO: USGS  
 JP0417_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0417+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0417
 JP0417  HISTORY     - Date     Condition        Report By
 JP0417  HISTORY     - 1967     MONUMENTED       USGS
 JP0417
 JP0417                          STATION DESCRIPTION
 JP0417
 JP0417'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0417'FROM THE POST OFFICE IN DUCKWATER, NEVADA, PROCEED 2.95 MILES WEST
 JP0417'ALONG THE ROAD TO LITTLE SMOKY VALLEY, 180 FEET NORTHWEST AND 10 FEET
 JP0417'HIGHER THAN THE ROAD 26 FEET NORTHWEST OF THE ROAD, 1 FOOT SOUTHEAST
 JP0417'OF A WITNESS, SET ON A COPPER-COATED ROD, ENCLOSED IN A FIBER PIPE
 JP0417'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0661 ***********************************************************************
 MU0661  DESIGNATION -  85 HEI
 MU0661  PID         -  MU0661
 MU0661  STATE/COUNTY-  NV/HUMBOLDT
 MU0661  USGS QUAD   -  DRY HILLS NORTH (1980)
 MU0661
 MU0661                         *CURRENT SURVEY CONTROL
 MU0661  ___________________________________________________________________
 MU0661* NAD 83(1986)-  41 20 06.     (N)    117 09 25.     (W)     SCALED    
 MU0661* NAVD 88     -      1503.647  (meters)    4933.22   (feet)  POSTED    
 MU0661  ___________________________________________________________________
 MU0661  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 MU0661  DYNAMIC HT  -        1502.550 (meters)    4929.62  (feet)  COMP
 MU0661  MODELED GRAV-     979,837.5   (mgal)                       NAVD 88
 MU0661
 MU0661  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0661
 MU0661.The horizontal coordinates were scaled from a topographic map and have
 MU0661.an estimated accuracy of +/- 6 seconds.
 MU0661
 MU0661.The orthometric height was determined by differential leveling
 MU0661.and adjusted by the National Geodetic Survey in 1992..
 MU0661.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0661.rate of 0.0 thru 1.0 mm/km.
 MU0661
 MU0661.The geoid height was determined by GEOID03.
 MU0661
 MU0661.The dynamic height is computed by dividing the NAVD 88
 MU0661.geopotential number by the normal gravity value computed on the
 MU0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0661.degrees latitude (g = 980.6199 gals.).
 MU0661
 MU0661.The modeled gravity was interpolated from observed gravity values.
 MU0661
 MU0661;                    North         East    Units  Estimated Accuracy
 MU0661;SPC NV W     - 4,731,830.      919,390.      MT  (+/- 180 meters Scaled)
 MU0661
 MU0661                          SUPERSEDED SURVEY CONTROL
 MU0661
 MU0661.No superseded survey control is available for this station.
 MU0661
 MU0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF868759(NAD 83)
 MU0661_MARKER: DD = SURVEY DISK
 MU0661_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0661_SP_SET: COPPER-CLAD STEEL ROD
 MU0661_STAMPING: 85 HEI 1974 4930
 MU0661_MARK LOGO: USGS  
 MU0661_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0661+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0661
 MU0661  HISTORY     - Date     Condition        Report By
 MU0661  HISTORY     - 1974     MONUMENTED       USGS
 MU0661
 MU0661                          STATION DESCRIPTION
 MU0661
 MU0661'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0661'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0661'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0661'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0661'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0661'T-ROAD WEST, THENCE 7.6 MILES WEST ALONG A TRACK ROAD, 4.8 MILES SOUTH
 MU0661'OF CHIMNEY DAM, 24 FEET EAST OF THE CENTERLINE OF THE ROAD, ALONGSIDE
 MU0661'A SMALL CAIRN, SET ON COPPER-COATED ROD ENCASED IN 6-INCH WHITE
 MU0661'PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0398 ***********************************************************************
 MV0398  DESIGNATION -  85 LRC
 MV0398  PID         -  MV0398
 MV0398  STATE/COUNTY-  NV/WASHOE
 MV0398  USGS QUAD   -  NELLIE SPRING MTN (1979)
 MV0398
 MV0398                         *CURRENT SURVEY CONTROL
 MV0398  ___________________________________________________________________
 MV0398* NAD 83(1986)-  41 27 12.     (N)    119 32 38.     (W)     SCALED    
 MV0398* NAVD 88     -      1789.136  (meters)    5869.86   (feet)  ADJUSTED  
 MV0398  ___________________________________________________________________
 MV0398  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 MV0398  DYNAMIC HT  -        1787.701 (meters)    5865.15  (feet)  COMP
 MV0398  MODELED GRAV-     979,757.7   (mgal)                       NAVD 88
 MV0398
 MV0398  VERT ORDER  -  SECOND    CLASS 0
 MV0398
 MV0398.The horizontal coordinates were scaled from a topographic map and have
 MV0398.an estimated accuracy of +/- 6 seconds.
 MV0398
 MV0398.The orthometric height was determined by differential leveling
 MV0398.and adjusted by the National Geodetic Survey in June 1991..
 MV0398
 MV0398.The geoid height was determined by GEOID03.
 MV0398
 MV0398.The dynamic height is computed by dividing the NAVD 88
 MV0398.geopotential number by the normal gravity value computed on the
 MV0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0398.degrees latitude (g = 980.6199 gals.).
 MV0398
 MV0398.The modeled gravity was interpolated from observed gravity values.
 MV0398
 MV0398;                    North         East    Units  Estimated Accuracy
 MV0398;SPC NV W     - 4,744,430.      719,750.      MT  (+/- 180 meters Scaled)
 MV0398
 MV0398                          SUPERSEDED SURVEY CONTROL
 MV0398
 MV0398  NGVD 29 (??/??/92) 1787.88   (m)         5865.7    (f) COMPUTED    2 0
 MV0398
 MV0398.Superseded values are not recommended for survey control.
 MV0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0398.See file dsdata.txt to determine how the superseded data were derived.
 MV0398
 MV0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF875922(NAD 83)
 MV0398_MARKER: DD = SURVEY DISK
 MV0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0398_SP_SET: CONCRETE POST
 MV0398_STAMPING: 85 LRC 1972 5866
 MV0398_MARK LOGO: USGS  
 MV0398_PROJECTION: FLUSH
 MV0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0398+STABILITY: SURFACE MOTION
 MV0398
 MV0398  HISTORY     - Date     Condition        Report By
 MV0398  HISTORY     - 1972     MONUMENTED       USGS
 MV0398
 MV0398                          STATION DESCRIPTION
 MV0398
 MV0398'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0398'51.2 KM (31.80 MI) SE FROM VYA.
 MV0398'VIA, 2.0 MILES SOUTHWEST OF, THENCE 20.9 MILES SOUTHEAST ALONG STATE
 MV0398'HIGHWAY 34 TO A ROAD JUNCTION NORTHEAST TOWARD PARKER RANCH, THENCE
 MV0398'8.9 MILES NORTHEAST TO A ROAD FORK SOUTHEAST, AT THE TOP OF A SHARP
 MV0398'RISE ABOVE A LARGE DRAIN, 45 FEET NNE OF THE CENTERLINE OF THE TRACK
 MV0398'ROAD EAST, AND 40 FEET SSE OF THE CENTERLINE OF THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0743 ***********************************************************************
 GS0743  DESIGNATION -  85 TJS
 GS0743  PID         -  GS0743
 GS0743  STATE/COUNTY-  NV/NYE
 GS0743  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0743
 GS0743                         *CURRENT SURVEY CONTROL
 GS0743  ___________________________________________________________________
 GS0743* NAD 83(1986)-  36 41 56.     (N)    116 11 42.     (W)     SCALED    
 GS0743* NAVD 88     -      1045.548  (meters)    3430.27   (feet)  ADJUSTED  
 GS0743  ___________________________________________________________________
 GS0743  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 GS0743  DYNAMIC HT  -        1044.420 (meters)    3426.57  (feet)  COMP
 GS0743  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 GS0743
 GS0743  VERT ORDER  -  FIRST     CLASS I
 GS0743
 GS0743.The horizontal coordinates were scaled from a topographic map and have
 GS0743.an estimated accuracy of +/- 6 seconds.
 GS0743
 GS0743.The orthometric height was determined by differential leveling
 GS0743.and adjusted by the National Geodetic Survey in May 2004..
 GS0743
 GS0743.The geoid height was determined by GEOID03.
 GS0743
 GS0743.The dynamic height is computed by dividing the NAVD 88
 GS0743.geopotential number by the normal gravity value computed on the
 GS0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0743.degrees latitude (g = 980.6199 gals.).
 GS0743
 GS0743.The modeled gravity was interpolated from observed gravity values.
 GS0743
 GS0743;                    North         East    Units  Estimated Accuracy
 GS0743;SPC NV C     - 6,216,320.      542,150.      MT  (+/- 180 meters Scaled)
 GS0743
 GS0743                          SUPERSEDED SURVEY CONTROL
 GS0743
 GS0743  NAVD 88 (??/??/92) 1045.558  (m)         3430.30   (f) UNKNOWN     3 0
 GS0743  NGVD 29 (05/01/91) 1044.676  (m)         3427.41   (f) ADJUSTED    1 1
 GS0743
 GS0743.Superseded values are not recommended for survey control.
 GS0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0743.See file dsdata.txt to determine how the superseded data were derived.
 GS0743
 GS0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA719617(NAD 83)
 GS0743_MARKER: DB = BENCH MARK DISK
 GS0743_SETTING: 0 = UNSPECIFIED SETTING
 GS0743_STAMPING: 85 TJS 1983
 GS0743_MARK LOGO: USGS  
 GS0743_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0743
 GS0743  HISTORY     - Date     Condition        Report By
 GS0743  HISTORY     - 1983     MONUMENTED       USGS
 GS0743  HISTORY     - 1986     GOOD             USGS
 GS0743  HISTORY     - 1988     GOOD             USGS
 GS0743  HISTORY     - 19910612 GOOD             USGS
 GS0743  HISTORY     - 19930318 GOOD             USGS
 GS0743  HISTORY     - 19950328 GOOD             USGS
 GS0743
 GS0743                          STATION DESCRIPTION
 GS0743
 GS0743'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0743'21.1 KM (13.10 MI) NW FROM MERCURY.
 GS0743'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0743'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0743'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 13.1 MILES, 158 FEET SOUTH
 GS0743'OF THE ROAD.
 GS0743'THE MARK IS 6 FT  S FROM  A ROCK CAIRN
 GS0743
 GS0743                          STATION RECOVERY (1986)
 GS0743
 GS0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0743'RECOVERED IN GOOD CONDITION.
 GS0743
 GS0743                          STATION RECOVERY (1988)
 GS0743
 GS0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0743'RECOVERED IN GOOD CONDITION.
 GS0743
 GS0743                          STATION RECOVERY (1991)
 GS0743
 GS0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0743'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0743'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0743'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 13.1 MILES, 158 FEET SOUTH
 GS0743'OF THE ROAD.
 GS0743
 GS0743                          STATION RECOVERY (1993)
 GS0743
 GS0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0743'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0743'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0743'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 13.1 MILES
 GS0743'(21.1 KM), 158 FEET (48.2 M) SOUTH OF THE ROAD.
 GS0743
 GS0743                          STATION RECOVERY (1995)
 GS0743
 GS0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0743'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0418 ***********************************************************************
 JP0418  DESIGNATION -  86 DOR
 JP0418  PID         -  JP0418
 JP0418  STATE/COUNTY-  NV/NYE
 JP0418  USGS QUAD   -  BROWN SUMMIT (1968)
 JP0418
 JP0418                         *CURRENT SURVEY CONTROL
 JP0418  ___________________________________________________________________
 JP0418* NAD 83(1986)-  38 56 15.     (N)    115 46 34.     (W)     SCALED    
 JP0418* NAVD 88     -      1816.446  (meters)    5959.46   (feet)  ADJUSTED  
 JP0418  ___________________________________________________________________
 JP0418  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 JP0418  DYNAMIC HT  -        1814.499 (meters)    5953.07  (feet)  COMP
 JP0418  MODELED GRAV-     979,491.5   (mgal)                       NAVD 88
 JP0418
 JP0418  VERT ORDER  -  SECOND    CLASS 0
 JP0418
 JP0418.The horizontal coordinates were scaled from a topographic map and have
 JP0418.an estimated accuracy of +/- 6 seconds.
 JP0418
 JP0418.The orthometric height was determined by differential leveling
 JP0418.and adjusted by the National Geodetic Survey in June 1991..
 JP0418
 JP0418.The geoid height was determined by GEOID03.
 JP0418
 JP0418.The dynamic height is computed by dividing the NAVD 88
 JP0418.geopotential number by the normal gravity value computed on the
 JP0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0418.degrees latitude (g = 980.6199 gals.).
 JP0418
 JP0418.The modeled gravity was interpolated from observed gravity values.
 JP0418
 JP0418;                    North         East    Units  Estimated Accuracy
 JP0418;SPC NV C     - 6,465,040.      577,210.      MT  (+/- 180 meters Scaled)
 JP0418
 JP0418                          SUPERSEDED SURVEY CONTROL
 JP0418
 JP0418.No superseded survey control is available for this station.
 JP0418
 JP0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD060105(NAD 83)
 JP0418_MARKER: DD = SURVEY DISK
 JP0418_SETTING: 66 = SET IN ROCK OUTCROP
 JP0418_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JP0418_STAMPING: 86 DOR 1967 5955
 JP0418_MARK LOGO: USGS  
 JP0418_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JP0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0418+STABILITY: POSITION/ELEVATION WELL
 JP0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0418+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0418
 JP0418  HISTORY     - Date     Condition        Report By
 JP0418  HISTORY     - 1967     MONUMENTED       USGS
 JP0418
 JP0418                          STATION DESCRIPTION
 JP0418
 JP0418'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0418'FROM THE POST OFFICE IN DUCKWATER, NEVADA, PROCEED 3.5 MILES WEST
 JP0418'ALONG THE ROAD TO LITTLE SMOKY VALLEY, AT THE SOUTH EDGE AND 2 FEET
 JP0418'HIGHER THAN THE WASH, 30 FEET SOUTHEAST OF THE ROAD, 5 FEET EAST OF A
 JP0418'WITNESS, IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0662 ***********************************************************************
 MU0662  DESIGNATION -  86 HEI
 MU0662  PID         -  MU0662
 MU0662  STATE/COUNTY-  NV/HUMBOLDT
 MU0662  USGS QUAD   -  DRY HILLS NORTH (1980)
 MU0662
 MU0662                         *CURRENT SURVEY CONTROL
 MU0662  ___________________________________________________________________
 MU0662* NAD 83(1986)-  41 20 56.     (N)    117 09 28.     (W)     SCALED    
 MU0662* NAVD 88     -      1472.413  (meters)    4830.74   (feet)  POSTED    
 MU0662  ___________________________________________________________________
 MU0662  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 MU0662  DYNAMIC HT  -        1471.340 (meters)    4827.22  (feet)  COMP
 MU0662  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 MU0662
 MU0662  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0662
 MU0662.The horizontal coordinates were scaled from a topographic map and have
 MU0662.an estimated accuracy of +/- 6 seconds.
 MU0662
 MU0662.The orthometric height was determined by differential leveling
 MU0662.and adjusted by the National Geodetic Survey in 1992..
 MU0662.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0662.rate of 0.0 thru 1.0 mm/km.
 MU0662
 MU0662.The geoid height was determined by GEOID03.
 MU0662
 MU0662.The dynamic height is computed by dividing the NAVD 88
 MU0662.geopotential number by the normal gravity value computed on the
 MU0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0662.degrees latitude (g = 980.6199 gals.).
 MU0662
 MU0662.The modeled gravity was interpolated from observed gravity values.
 MU0662
 MU0662;                    North         East    Units  Estimated Accuracy
 MU0662;SPC NV W     - 4,733,370.      919,290.      MT  (+/- 180 meters Scaled)
 MU0662
 MU0662                          SUPERSEDED SURVEY CONTROL
 MU0662
 MU0662.No superseded survey control is available for this station.
 MU0662
 MU0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF868775(NAD 83)
 MU0662_MARKER: DD = SURVEY DISK
 MU0662_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0662_SP_SET: COPPER-CLAD STEEL ROD
 MU0662_STAMPING: 86 HEI 1974 4828
 MU0662_MARK LOGO: USGS  
 MU0662_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0662+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0662
 MU0662  HISTORY     - Date     Condition        Report By
 MU0662  HISTORY     - 1974     MONUMENTED       USGS
 MU0662
 MU0662                          STATION DESCRIPTION
 MU0662
 MU0662'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0662'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0662'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0662'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0662'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0662'T-ROAD WEST, THENCE 8.6 MILES WEST ALONG A TRACK ROAD, 3.8 MILES SOUTH
 MU0662'OF CHIMNEY DAM, 22 FEET EAST OF THE CENTERLINE OF THE ROAD, ALONGSIDE
 MU0662'A SMALL CAIRN, SET ON COPPER-COATED ROD ENCASED IN 6-INCH WHITE
 MU0662'PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0912 ***********************************************************************
 JR0912  DESIGNATION -  86 LDW
 JR0912  PID         -  JR0912
 JR0912  STATE/COUNTY-  NV/MINERAL
 JR0912  USGS QUAD   -  LUNING (1980)
 JR0912
 JR0912                         *CURRENT SURVEY CONTROL
 JR0912  ___________________________________________________________________
 JR0912* NAD 83(1986)-  38 35 41.     (N)    118 07 34.     (W)     SCALED    
 JR0912* NAVD 88     -      1846.562  (meters)    6058.26   (feet)  ADJUSTED  
 JR0912  ___________________________________________________________________
 JR0912  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 JR0912  DYNAMIC HT  -        1844.589 (meters)    6051.79  (feet)  COMP
 JR0912  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 JR0912
 JR0912  VERT ORDER  -  FIRST     CLASS II
 JR0912
 JR0912.The horizontal coordinates were scaled from a topographic map and have
 JR0912.an estimated accuracy of +/- 6 seconds.
 JR0912
 JR0912.The orthometric height was determined by differential leveling
 JR0912.and adjusted by the National Geodetic Survey in June 1991..
 JR0912
 JR0912.The geoid height was determined by GEOID03.
 JR0912
 JR0912.The dynamic height is computed by dividing the NAVD 88
 JR0912.geopotential number by the normal gravity value computed on the
 JR0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0912.degrees latitude (g = 980.6199 gals.).
 JR0912
 JR0912.The modeled gravity was interpolated from observed gravity values.
 JR0912
 JR0912;                    North         East    Units  Estimated Accuracy
 JR0912;SPC NV W     - 4,426,710.      839,830.      MT  (+/- 180 meters Scaled)
 JR0912
 JR0912                          SUPERSEDED SURVEY CONTROL
 JR0912
 JR0912.No superseded survey control is available for this station.
 JR0912
 JR0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC019724(NAD 83)
 JR0912_MARKER: DB = BENCH MARK DISK
 JR0912_SETTING: 66 = SET IN ROCK OUTCROP
 JR0912_SP_SET: ROCK OUTCROP
 JR0912_STAMPING: 6055 LDW 86 1974
 JR0912_MARK LOGO: USGS  
 JR0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0912
 JR0912  HISTORY     - Date     Condition        Report By
 JR0912  HISTORY     - 1974     MONUMENTED       USGS
 JR0912  HISTORY     - 1984     GOOD             NGS
 JR0912
 JR0912                          STATION DESCRIPTION
 JR0912
 JR0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JR0912'14.0 KM (8.8 MI) NORTH FROM LUNING.
 JR0912'1.3 KM (0.8 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 JR0912'POST OFFICE AT LUNING, THENCE 12.7 KM (7.9 MI) NORTH ALONG STATE
 JR0912'HIGHWAY 361, IN THE TOP CENTER OF A 1.5 BY 3.0 FOOT PORTION OF OUTCROP
 JR0912'PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND, AT THE EAST END OF
 JR0912'A LONG LOW CUT, 0.2 KM (0.1 MI) EAST OF MILEPOST 8, 13.7 METERS
 JR0912'(45 FT) NORTH OF THE HIGHWAY CENTERLINE AND 85.3 METERS (280 FT) WEST
 JR0912'OF THE CENTER OF A 24-INCH CONCRETE PIPE CULVERT.
 JR0912'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 JR0912'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0399 ***********************************************************************
 MV0399  DESIGNATION -  86 LRC
 MV0399  PID         -  MV0399
 MV0399  STATE/COUNTY-  NV/WASHOE
 MV0399  USGS QUAD   -  NELLIE SPRING MTN (1979)
 MV0399
 MV0399                         *CURRENT SURVEY CONTROL
 MV0399  ___________________________________________________________________
 MV0399* NAD 83(1986)-  41 27 05.     (N)    119 33 16.     (W)     SCALED    
 MV0399* NAVD 88     -      1771.775  (meters)    5812.90   (feet)  ADJUSTED  
 MV0399  ___________________________________________________________________
 MV0399  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 MV0399  DYNAMIC HT  -        1770.358 (meters)    5808.25  (feet)  COMP
 MV0399  MODELED GRAV-     979,760.2   (mgal)                       NAVD 88
 MV0399
 MV0399  VERT ORDER  -  SECOND    CLASS 0
 MV0399
 MV0399.The horizontal coordinates were scaled from a topographic map and have
 MV0399.an estimated accuracy of +/- 6 seconds.
 MV0399
 MV0399.The orthometric height was determined by differential leveling
 MV0399.and adjusted by the National Geodetic Survey in June 1991..
 MV0399
 MV0399.The geoid height was determined by GEOID03.
 MV0399
 MV0399.The dynamic height is computed by dividing the NAVD 88
 MV0399.geopotential number by the normal gravity value computed on the
 MV0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0399.degrees latitude (g = 980.6199 gals.).
 MV0399
 MV0399.The modeled gravity was interpolated from observed gravity values.
 MV0399
 MV0399;                    North         East    Units  Estimated Accuracy
 MV0399;SPC NV W     - 4,744,230.      718,860.      MT  (+/- 180 meters Scaled)
 MV0399
 MV0399                          SUPERSEDED SURVEY CONTROL
 MV0399
 MV0399  NGVD 29 (??/??/92) 1770.53   (m)         5808.8    (f) COMPUTED    2 0
 MV0399
 MV0399.Superseded values are not recommended for survey control.
 MV0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0399.See file dsdata.txt to determine how the superseded data were derived.
 MV0399
 MV0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF866920(NAD 83)
 MV0399_MARKER: DD = SURVEY DISK
 MV0399_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0399_SP_SET: COPPER-CLAD STEEL ROD
 MV0399_STAMPING: 86 LRC 1972 5809
 MV0399_MARK LOGO: USGS  
 MV0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0399
 MV0399  HISTORY     - Date     Condition        Report By
 MV0399  HISTORY     - 1972     MONUMENTED       USGS
 MV0399
 MV0399                          STATION DESCRIPTION
 MV0399
 MV0399'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0399'50.2 KM (31.20 MI) SE FROM VYA.
 MV0399'VIA, 2.0 MILES SOUTHWEST OF, THENCE 20.9 MILES SOUTHEAST ALONG STATE
 MV0399'HIGHWAY 34 TO A ROAD JUNCTION NORTHEAST, THENCE 8.3 MILES NORTHEAST
 MV0399'TO A PROMINENT ROAD FORK ABOVE A VERY LARGE DRAIN, ABOUT 6
 MV0399'MILES SOUTHWEST OF THE PARKER RANCH, 48 FEET SOUTH OF THE EAST/WEST
 MV0399'ROAD, AND 38 FEET SOUTHEAST OF THE ROAD SOUTH, SET ON A COPPER-COATED
 MV0399'ROD OF UNKNOWN DEPTH,  ENCASED IN A IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0745 ***********************************************************************
 GS0745  DESIGNATION -  86 TJS
 GS0745  PID         -  GS0745
 GS0745  STATE/COUNTY-  NV/NYE
 GS0745  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0745
 GS0745                         *CURRENT SURVEY CONTROL
 GS0745  ___________________________________________________________________
 GS0745* NAD 83(1986)-  36 41 48.     (N)    116 11 04.     (W)     SCALED    
 GS0745* NAVD 88     -      1043.457  (meters)    3423.41   (feet)  ADJUSTED  
 GS0745  ___________________________________________________________________
 GS0745  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 GS0745  DYNAMIC HT  -        1042.320 (meters)    3419.68  (feet)  COMP
 GS0745  MODELED GRAV-     979,507.2   (mgal)                       NAVD 88
 GS0745
 GS0745  VERT ORDER  -  FIRST     CLASS I
 GS0745
 GS0745.The horizontal coordinates were scaled from a topographic map and have
 GS0745.an estimated accuracy of +/- 6 seconds.
 GS0745
 GS0745.The orthometric height was determined by differential leveling
 GS0745.and adjusted by the National Geodetic Survey in May 2004..
 GS0745
 GS0745.The geoid height was determined by GEOID03.
 GS0745
 GS0745.The dynamic height is computed by dividing the NAVD 88
 GS0745.geopotential number by the normal gravity value computed on the
 GS0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0745.degrees latitude (g = 980.6199 gals.).
 GS0745
 GS0745.The modeled gravity was interpolated from observed gravity values.
 GS0745
 GS0745;                    North         East    Units  Estimated Accuracy
 GS0745;SPC NV C     - 6,216,080.      543,090.      MT  (+/- 180 meters Scaled)
 GS0745
 GS0745                          SUPERSEDED SURVEY CONTROL
 GS0745
 GS0745  NAVD 88 (??/??/92) 1043.464  (m)         3423.43   (f) UNKNOWN     3 0
 GS0745  NGVD 29 (05/01/91) 1042.570  (m)         3420.50   (f) ADJUSTED    1 1
 GS0745
 GS0745.Superseded values are not recommended for survey control.
 GS0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0745.See file dsdata.txt to determine how the superseded data were derived.
 GS0745
 GS0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA728615(NAD 83)
 GS0745_MARKER: DB = BENCH MARK DISK
 GS0745_SETTING: 0 = UNSPECIFIED SETTING
 GS0745_STAMPING: 86 TJS 1983
 GS0745_MARK LOGO: USGS  
 GS0745_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0745
 GS0745  HISTORY     - Date     Condition        Report By
 GS0745  HISTORY     - 1983     MONUMENTED       USGS
 GS0745  HISTORY     - 1986     GOOD             USGS
 GS0745  HISTORY     - 1988     GOOD             USGS
 GS0745  HISTORY     - 19910614 GOOD             USGS
 GS0745  HISTORY     - 19930318 GOOD             USGS
 GS0745  HISTORY     - 19950328 GOOD             USGS
 GS0745
 GS0745                          STATION DESCRIPTION
 GS0745
 GS0745'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0745'20.0 KM (12.45 MI) NW FROM MERCURY.
 GS0745'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0745'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0745'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 12.45 MILES, 170 FEET
 GS0745'SOUTH OF THE ROAD.
 GS0745'THE MARK IS 6 FT  S FROM  A ROCK CAIRN
 GS0745
 GS0745                          STATION RECOVERY (1986)
 GS0745
 GS0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0745'RECOVERED IN GOOD CONDITION.
 GS0745
 GS0745                          STATION RECOVERY (1988)
 GS0745
 GS0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0745'RECOVERED IN GOOD CONDITION.
 GS0745
 GS0745                          STATION RECOVERY (1991)
 GS0745
 GS0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0745'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0745'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0745'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 12.45 MILES, 170 FEET
 GS0745'SOUTH OF THE ROAD.
 GS0745
 GS0745                          STATION RECOVERY (1993)
 GS0745
 GS0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0745'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0745'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0745'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 12.45 MILES
 GS0745'(20.04 KM), 170 FEET (51.8 M) SOUTH OF THE ROAD.
 GS0745
 GS0745                          STATION RECOVERY (1995)
 GS0745
 GS0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0745'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0137 ***********************************************************************
 KR0137  DESIGNATION -  86.75
 KR0137  PID         -  KR0137
 KR0137  STATE/COUNTY-  NV/CHURCHILL
 KR0137  USGS QUAD   -  FOURMILE FLAT (1972)
 KR0137
 KR0137                         *CURRENT SURVEY CONTROL
 KR0137  ___________________________________________________________________
 KR0137* NAD 83(1986)-  39 15 53.     (N)    118 22 34.     (W)     SCALED    
 KR0137* NAVD 88     -      1333.490  (meters)    4374.96   (feet)  ADJUSTED  
 KR0137  ___________________________________________________________________
 KR0137  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 KR0137  DYNAMIC HT  -        1332.285 (meters)    4371.01  (feet)  COMP
 KR0137  MODELED GRAV-     979,677.2   (mgal)                       NAVD 88
 KR0137
 KR0137  VERT ORDER  -  FIRST     CLASS II
 KR0137
 KR0137.The horizontal coordinates were scaled from a topographic map and have
 KR0137.an estimated accuracy of +/- 6 seconds.
 KR0137
 KR0137.The orthometric height was determined by differential leveling
 KR0137.and adjusted by the National Geodetic Survey in June 1991..
 KR0137
 KR0137.The geoid height was determined by GEOID03.
 KR0137
 KR0137.The dynamic height is computed by dividing the NAVD 88
 KR0137.geopotential number by the normal gravity value computed on the
 KR0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0137.degrees latitude (g = 980.6199 gals.).
 KR0137
 KR0137.The modeled gravity was interpolated from observed gravity values.
 KR0137
 KR0137;                    North         East    Units  Estimated Accuracy
 KR0137;SPC NV W     - 4,501,010.      817,880.      MT  (+/- 180 meters Scaled)
 KR0137
 KR0137                          SUPERSEDED SURVEY CONTROL
 KR0137
 KR0137  NGVD 29 (??/??/92) 1332.504  (m)         4371.72   (f) ADJ UNCH    1 2
 KR0137
 KR0137.Superseded values are not recommended for survey control.
 KR0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0137.See file dsdata.txt to determine how the superseded data were derived.
 KR0137
 KR0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD812470(NAD 83)
 KR0137_MARKER: DD = SURVEY DISK
 KR0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0137_STAMPING: 86.75 0.270+06.58
 KR0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0137+STABILITY: SURFACE MOTION
 KR0137
 KR0137  HISTORY     - Date     Condition        Report By
 KR0137  HISTORY     - UNK      MONUMENTED       NVDH
 KR0137  HISTORY     - 1967     GOOD             NGS
 KR0137
 KR0137                          STATION DESCRIPTION
 KR0137
 KR0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0137'5.8 MI W FROM FRENCHMAN STATION.
 KR0137'ABOUT 5.8 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0137'FRENCHMAN STATION, IN SECTION 10, T 16 N, R 32 E, 87 FEET NORTH OF THE
 KR0137'CENTER LINE OF NEW U.S. HIGHWAY 50, 41 FEET SOUTH OF THE CENTER LINE
 KR0137'OF OLD U.S. HIGHWAY 50, 62 FEET NORTH OF THE NORTH END OF THE
 KR0137'NORTH-SOUTH WING WALL OF A TWIN CHANNEL 60-INCH CONCRETE CULVERT UNDER
 KR0137'THE HIGHWAY, 0.7 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 KR0137'ABOVE THE LEVEL OF THE HIGHWAY, A NEVADA STATE HIGHWAY DEPARTMENT DISK
 KR0137'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0419 ***********************************************************************
 JP0419  DESIGNATION -  87 DOR
 JP0419  PID         -  JP0419
 JP0419  STATE/COUNTY-  NV/NYE
 JP0419  USGS QUAD   -  BROWN SUMMIT (1968)
 JP0419
 JP0419                         *CURRENT SURVEY CONTROL
 JP0419  ___________________________________________________________________
 JP0419* NAD 83(1986)-  38 55 22.     (N)    115 47 09.     (W)     SCALED    
 JP0419* NAVD 88     -      1901.787  (meters)    6239.45   (feet)  ADJUSTED  
 JP0419  ___________________________________________________________________
 JP0419  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 JP0419  DYNAMIC HT  -        1899.736 (meters)    6232.72  (feet)  COMP
 JP0419  MODELED GRAV-     979,481.4   (mgal)                       NAVD 88
 JP0419
 JP0419  VERT ORDER  -  SECOND    CLASS 0
 JP0419
 JP0419.The horizontal coordinates were scaled from a topographic map and have
 JP0419.an estimated accuracy of +/- 6 seconds.
 JP0419
 JP0419.The orthometric height was determined by differential leveling
 JP0419.and adjusted by the National Geodetic Survey in June 1991..
 JP0419
 JP0419.The geoid height was determined by GEOID03.
 JP0419
 JP0419.The dynamic height is computed by dividing the NAVD 88
 JP0419.geopotential number by the normal gravity value computed on the
 JP0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0419.degrees latitude (g = 980.6199 gals.).
 JP0419
 JP0419.The modeled gravity was interpolated from observed gravity values.
 JP0419
 JP0419;                    North         East    Units  Estimated Accuracy
 JP0419;SPC NV C     - 6,463,400.      576,380.      MT  (+/- 180 meters Scaled)
 JP0419
 JP0419                          SUPERSEDED SURVEY CONTROL
 JP0419
 JP0419.No superseded survey control is available for this station.
 JP0419
 JP0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD052089(NAD 83)
 JP0419_MARKER: DD = SURVEY DISK
 JP0419_SETTING: 66 = SET IN ROCK OUTCROP
 JP0419_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JP0419_STAMPING: 87 DOR 1967 6235
 JP0419_MARK LOGO: USGS  
 JP0419_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0419+STABILITY: POSITION/ELEVATION WELL
 JP0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0419+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0419
 JP0419  HISTORY     - Date     Condition        Report By
 JP0419  HISTORY     - 1967     MONUMENTED       USGS
 JP0419
 JP0419                          STATION DESCRIPTION
 JP0419
 JP0419'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0419'FROM THE POST OFFICE IN DUCKWATER, NEVADA, PROCEED 4.6 MILES WEST
 JP0419'ALONG THE ROAD TO LITTLE SMOKY VALLEY, 0.1 MILE SOUTH OF THE ROAD, ON
 JP0419'A RIDGE, 5 FEET EAST OF A WITNESS SIGN, SET ON A COPPER-COATED ROD,
 JP0419'CEMENTED IN A BURIED OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0663 ***********************************************************************
 MU0663  DESIGNATION -  87 HEI
 MU0663  PID         -  MU0663
 MU0663  STATE/COUNTY-  NV/HUMBOLDT
 MU0663  USGS QUAD   -  DRY HILLS NORTH (1980)
 MU0663
 MU0663                         *CURRENT SURVEY CONTROL
 MU0663  ___________________________________________________________________
 MU0663* NAD 83(1986)-  41 21 42.     (N)    117 09 29.     (W)     SCALED    
 MU0663* NAVD 88     -      1451.475  (meters)    4762.05   (feet)  POSTED    
 MU0663  ___________________________________________________________________
 MU0663  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 MU0663  DYNAMIC HT  -        1450.420 (meters)    4758.59  (feet)  COMP
 MU0663  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 MU0663
 MU0663  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0663
 MU0663.The horizontal coordinates were scaled from a topographic map and have
 MU0663.an estimated accuracy of +/- 6 seconds.
 MU0663
 MU0663.The orthometric height was determined by differential leveling
 MU0663.and adjusted by the National Geodetic Survey in 1992..
 MU0663.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0663.rate of 0.0 thru 1.0 mm/km.
 MU0663
 MU0663.The geoid height was determined by GEOID03.
 MU0663
 MU0663.The dynamic height is computed by dividing the NAVD 88
 MU0663.geopotential number by the normal gravity value computed on the
 MU0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0663.degrees latitude (g = 980.6199 gals.).
 MU0663
 MU0663.The modeled gravity was interpolated from observed gravity values.
 MU0663
 MU0663;                    North         East    Units  Estimated Accuracy
 MU0663;SPC NV W     - 4,734,790.      919,250.      MT  (+/- 180 meters Scaled)
 MU0663
 MU0663                          SUPERSEDED SURVEY CONTROL
 MU0663
 MU0663.No superseded survey control is available for this station.
 MU0663
 MU0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF867789(NAD 83)
 MU0663_MARKER: DD = SURVEY DISK
 MU0663_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0663_SP_SET: COPPER-CLAD STEEL ROD
 MU0663_STAMPING: 87 HEI 1974 4759
 MU0663_MARK LOGO: USGS  
 MU0663_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0663+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0663
 MU0663  HISTORY     - Date     Condition        Report By
 MU0663  HISTORY     - 1974     MONUMENTED       USGS
 MU0663
 MU0663                          STATION DESCRIPTION
 MU0663
 MU0663'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0663'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0663'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0663'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0663'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0663'T-ROAD WEST, THENCE 9.5 MILES WEST ALONG A TRACK ROAD, 2.9 MILES SOUTH
 MU0663'OF CHIMNEY DAM, 65 FEET WEST OF THE CENTERLINE OF THE ROAD, ALONGSIDE
 MU0663'A SMALL CAIRN, SET ON COPPER-COATED ROD ENCASED IN 6-INCH WHITE
 MU0663'PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0400 ***********************************************************************
 MV0400  DESIGNATION -  87 LRC
 MV0400  PID         -  MV0400
 MV0400  STATE/COUNTY-  NV/WASHOE
 MV0400  USGS QUAD   -  NELLIE SPRING MTN (1979)
 MV0400
 MV0400                         *CURRENT SURVEY CONTROL
 MV0400  ___________________________________________________________________
 MV0400* NAD 83(1986)-  41 26 19.     (N)    119 33 05.     (W)     SCALED    
 MV0400* NAVD 88     -      1764.365  (meters)    5788.59   (feet)  ADJUSTED  
 MV0400  ___________________________________________________________________
 MV0400  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 MV0400  DYNAMIC HT  -        1762.955 (meters)    5783.96  (feet)  COMP
 MV0400  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 MV0400
 MV0400  VERT ORDER  -  SECOND    CLASS 0
 MV0400
 MV0400.The horizontal coordinates were scaled from a topographic map and have
 MV0400.an estimated accuracy of +/- 6 seconds.
 MV0400
 MV0400.The orthometric height was determined by differential leveling
 MV0400.and adjusted by the National Geodetic Survey in June 1991..
 MV0400
 MV0400.The geoid height was determined by GEOID03.
 MV0400
 MV0400.The dynamic height is computed by dividing the NAVD 88
 MV0400.geopotential number by the normal gravity value computed on the
 MV0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0400.degrees latitude (g = 980.6199 gals.).
 MV0400
 MV0400.The modeled gravity was interpolated from observed gravity values.
 MV0400
 MV0400;                    North         East    Units  Estimated Accuracy
 MV0400;SPC NV W     - 4,742,800.      719,100.      MT  (+/- 180 meters Scaled)
 MV0400
 MV0400                          SUPERSEDED SURVEY CONTROL
 MV0400
 MV0400  NGVD 29 (??/??/92) 1763.11   (m)         5784.5    (f) COMPUTED    2 0
 MV0400
 MV0400.Superseded values are not recommended for survey control.
 MV0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0400.See file dsdata.txt to determine how the superseded data were derived.
 MV0400
 MV0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF868905(NAD 83)
 MV0400_MARKER: DD = SURVEY DISK
 MV0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0400_SP_SET: CONCRETE POST
 MV0400_STAMPING: 87 LRC 1972 5785
 MV0400_MARK LOGO: USGS  
 MV0400_PROJECTION: FLUSH
 MV0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0400+STABILITY: SURFACE MOTION
 MV0400
 MV0400  HISTORY     - Date     Condition        Report By
 MV0400  HISTORY     - 1972     MONUMENTED       USGS
 MV0400
 MV0400                          STATION DESCRIPTION
 MV0400
 MV0400'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0400'48.6 KM (30.20 MI) SE FROM VYA.
 MV0400'VYA, 2.0 MILES SOUTHWEST OF, THENCE 20.9 MILES SOUTHEAST ALONG STATE
 MV0400'HIGHWAY 34 TO A ROAD JUNCTION NORTHEAST, THENCE 7.3 MILES NORTHEAST
 MV0400'TOWARD PARKER RANCH TO THE TOP OF A SHARP RISE ABOVE A DRAIN,
 MV0400'0.1 MILES SOUTH OF A Y-ROAD, 24 FEET NORTH OF THE DRAIN, AND 26
 MV0400'FEET EAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0747 ***********************************************************************
 GS0747  DESIGNATION -  87 TJS
 GS0747  PID         -  GS0747
 GS0747  STATE/COUNTY-  NV/NYE
 GS0747  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0747
 GS0747                         *CURRENT SURVEY CONTROL
 GS0747  ___________________________________________________________________
 GS0747* NAD 83(1986)-  36 41 40.     (N)    116 10 27.     (W)     SCALED    
 GS0747* NAVD 88     -      1058.363  (meters)    3472.31   (feet)  ADJUSTED  
 GS0747  ___________________________________________________________________
 GS0747  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 GS0747  DYNAMIC HT  -        1057.204 (meters)    3468.51  (feet)  COMP
 GS0747  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 GS0747
 GS0747  VERT ORDER  -  FIRST     CLASS I
 GS0747
 GS0747.The horizontal coordinates were scaled from a topographic map and have
 GS0747.an estimated accuracy of +/- 6 seconds.
 GS0747
 GS0747.The orthometric height was determined by differential leveling
 GS0747.and adjusted by the National Geodetic Survey in May 2004..
 GS0747
 GS0747.The geoid height was determined by GEOID03.
 GS0747
 GS0747.The dynamic height is computed by dividing the NAVD 88
 GS0747.geopotential number by the normal gravity value computed on the
 GS0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0747.degrees latitude (g = 980.6199 gals.).
 GS0747
 GS0747.The modeled gravity was interpolated from observed gravity values.
 GS0747
 GS0747;                    North         East    Units  Estimated Accuracy
 GS0747;SPC NV C     - 6,215,840.      544,010.      MT  (+/- 180 meters Scaled)
 GS0747
 GS0747                          SUPERSEDED SURVEY CONTROL
 GS0747
 GS0747  NAVD 88 (??/??/92) 1058.370  (m)         3472.34   (f) UNKNOWN     3 0
 GS0747  NGVD 29 (05/01/91) 1057.471  (m)         3469.39   (f) ADJUSTED    1 1
 GS0747
 GS0747.Superseded values are not recommended for survey control.
 GS0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0747.See file dsdata.txt to determine how the superseded data were derived.
 GS0747
 GS0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA737612(NAD 83)
 GS0747_MARKER: DB = BENCH MARK DISK
 GS0747_SETTING: 66 = SET IN ROCK OUTCROP
 GS0747_SP_SET: BEDROCK
 GS0747_STAMPING: 87 TJS 1983
 GS0747_MARK LOGO: USGS  
 GS0747_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0747+STABILITY: POSITION/ELEVATION WELL
 GS0747
 GS0747  HISTORY     - Date     Condition        Report By
 GS0747  HISTORY     - 1983     MONUMENTED       USGS
 GS0747  HISTORY     - 1986     GOOD             USGS
 GS0747  HISTORY     - 1988     GOOD             USGS
 GS0747  HISTORY     - 19910614 GOOD             USGS
 GS0747  HISTORY     - 19930322 GOOD             USGS
 GS0747  HISTORY     - 19950330 GOOD             USGS
 GS0747
 GS0747                          STATION DESCRIPTION
 GS0747
 GS0747'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0747'18.9 KM (11.75 MI) NW FROM MERCURY.
 GS0747'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0747'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0747'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 11.75 MILES, 273 FEET
 GS0747'SOUTHOF THE ROAD.
 GS0747
 GS0747                          STATION RECOVERY (1986)
 GS0747
 GS0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0747'RECOVERED IN GOOD CONDITION.
 GS0747
 GS0747                          STATION RECOVERY (1988)
 GS0747
 GS0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0747'RECOVERED IN GOOD CONDITION.
 GS0747
 GS0747                          STATION RECOVERY (1991)
 GS0747
 GS0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0747'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0747'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0747'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 11.75 MILES, 273 FEET
 GS0747'SOUTH OF THE ROAD.
 GS0747
 GS0747                          STATION RECOVERY (1993)
 GS0747
 GS0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0747'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0747'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0747'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 11.75 MILES
 GS0747'(18.91 KM), 273 FEET (83.2 M) SOUTH OF THE ROAD.
 GS0747
 GS0747                          STATION RECOVERY (1995)
 GS0747
 GS0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0747'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0422 ***********************************************************************
 JP0422  DESIGNATION -  88 DOR
 JP0422  PID         -  JP0422
 JP0422  STATE/COUNTY-  NV/NYE
 JP0422  USGS QUAD   -  BROWN SUMMIT (1968)
 JP0422
 JP0422                         *CURRENT SURVEY CONTROL
 JP0422  ___________________________________________________________________
 JP0422* NAD 83(1986)-  38 55 09.     (N)    115 48 07.     (W)     SCALED    
 JP0422* NAVD 88     -      1962.414  (meters)    6438.35   (feet)  ADJUSTED  
 JP0422  ___________________________________________________________________
 JP0422  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 JP0422  DYNAMIC HT  -        1960.270 (meters)    6431.32  (feet)  COMP
 JP0422  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 JP0422
 JP0422  VERT ORDER  -  SECOND    CLASS 0
 JP0422
 JP0422.The horizontal coordinates were scaled from a topographic map and have
 JP0422.an estimated accuracy of +/- 6 seconds.
 JP0422
 JP0422.The orthometric height was determined by differential leveling
 JP0422.and adjusted by the National Geodetic Survey in June 1991..
 JP0422
 JP0422.The geoid height was determined by GEOID03.
 JP0422
 JP0422.The dynamic height is computed by dividing the NAVD 88
 JP0422.geopotential number by the normal gravity value computed on the
 JP0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0422.degrees latitude (g = 980.6199 gals.).
 JP0422
 JP0422.The modeled gravity was interpolated from observed gravity values.
 JP0422
 JP0422;                    North         East    Units  Estimated Accuracy
 JP0422;SPC NV C     - 6,462,980.      574,990.      MT  (+/- 180 meters Scaled)
 JP0422
 JP0422                          SUPERSEDED SURVEY CONTROL
 JP0422
 JP0422.No superseded survey control is available for this station.
 JP0422
 JP0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD038084(NAD 83)
 JP0422_MARKER: DD = SURVEY DISK
 JP0422_SETTING: 66 = SET IN ROCK OUTCROP
 JP0422_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JP0422_STAMPING: 88 DOR 1967 6434
 JP0422_MARK LOGO: USGS  
 JP0422_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JP0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0422+STABILITY: POSITION/ELEVATION WELL
 JP0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0422+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0422
 JP0422  HISTORY     - Date     Condition        Report By
 JP0422  HISTORY     - 1967     MONUMENTED       USGS
 JP0422
 JP0422                          STATION DESCRIPTION
 JP0422
 JP0422'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0422'FROM THE POST OFFICE IN DUCKWATER, NEVADA, PROCEED 5.6 MILES WEST
 JP0422'ALONG THE ROAD TO LITTLE SMOKY VALLEY, 30 FEET NORTHEAST AND 2 FEET
 JP0422'HIGHER THAN THE WASH, 1 FOOT WEST OF A WITNESS, IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0517 ***********************************************************************
 MU0517  DESIGNATION -  88 FMK
 MU0517  PID         -  MU0517
 MU0517  STATE/COUNTY-  NV/HUMBOLDT
 MU0517  USGS QUAD   -  STAR VALLEY RIDGE SW (1973)
 MU0517
 MU0517                         *CURRENT SURVEY CONTROL
 MU0517  ___________________________________________________________________
 MU0517* NAD 83(1986)-  41 49 39.     (N)    116 58 26.     (W)     SCALED    
 MU0517* NAVD 88     -      1619.125  (meters)    5312.08   (feet)  POSTED    
 MU0517  ___________________________________________________________________
 MU0517  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 MU0517  DYNAMIC HT  -        1617.960 (meters)    5308.26  (feet)  COMP
 MU0517  MODELED GRAV-     979,844.8   (mgal)                       NAVD 88
 MU0517
 MU0517  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0517
 MU0517.The horizontal coordinates were scaled from a topographic map and have
 MU0517.an estimated accuracy of +/- 6 seconds.
 MU0517
 MU0517.The orthometric height was determined by differential leveling
 MU0517.and adjusted by the National Geodetic Survey in 1992..
 MU0517.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0517.rate of 0.0 thru 1.0 mm/km.
 MU0517
 MU0517.The geoid height was determined by GEOID03.
 MU0517
 MU0517.The dynamic height is computed by dividing the NAVD 88
 MU0517.geopotential number by the normal gravity value computed on the
 MU0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0517.degrees latitude (g = 980.6199 gals.).
 MU0517
 MU0517.The modeled gravity was interpolated from observed gravity values.
 MU0517
 MU0517;                    North         East    Units  Estimated Accuracy
 MU0517;SPC NV W     - 4,786,790.      933,690.      MT  (+/- 180 meters Scaled)
 MU0517
 MU0517                          SUPERSEDED SURVEY CONTROL
 MU0517
 MU0517  NGVD 29 (??/??/92) 1618.01   (m)         5308.4    (f) COMPUTED    2 0
 MU0517
 MU0517.Superseded values are not recommended for survey control.
 MU0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0517.See file dsdata.txt to determine how the superseded data were derived.
 MU0517
 MU0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG021306(NAD 83)
 MU0517_MARKER: DD = SURVEY DISK
 MU0517_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0517_SP_SET: COPPER-CLAD STEEL ROD
 MU0517_STAMPING: 88 FMK 1973 5308
 MU0517_MARK LOGO: USGS  
 MU0517_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0517+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0517
 MU0517  HISTORY     - Date     Condition        Report By
 MU0517  HISTORY     - 1973     MONUMENTED       USGS
 MU0517
 MU0517                          STATION DESCRIPTION
 MU0517
 MU0517'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0517'FROM I. L. STAR VALLEY LINE CABIN, NEVADA, PROCEED 4.3 MILES SOUTH
 MU0517'ALONG A DIRT ROAD, THENCE 12.3 MILES WEST ALONG DIRT ROAD ACROSS PIPE
 MU0517'LINE ROAD, THENCE 1.1 MILES NORTHEAST ALONG THE EAST SIDE OF THE
 MU0517'LITTLE OWYHEE RIVER ALONG A TRACK ROAD, ON WEST SIDE OF A SMALL DRAIN,
 MU0517'43 FEET SOUTH OF THE CENTERLINE OF THE ROAD, SMALL ROCK CAIRN AT BENCH
 MU0517'MARK, SET ON A COPPER-COATED STEEL ROD ENCASED IN A 6-INCH BLACK FIBER
 MU0517'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0664 ***********************************************************************
 MU0664  DESIGNATION -  88 HEI
 MU0664  PID         -  MU0664
 MU0664  STATE/COUNTY-  NV/HUMBOLDT
 MU0664  USGS QUAD   -  CHIMNEY RESERVOIR (1980)
 MU0664
 MU0664                         *CURRENT SURVEY CONTROL
 MU0664  ___________________________________________________________________
 MU0664* NAD 83(1986)-  41 22 41.     (N)    117 09 30.     (W)     SCALED    
 MU0664* NAVD 88     -      1414.669  (meters)    4641.29   (feet)  POSTED    
 MU0664  ___________________________________________________________________
 MU0664  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 MU0664  DYNAMIC HT  -        1413.660 (meters)    4637.98  (feet)  COMP
 MU0664  MODELED GRAV-     979,859.2   (mgal)                       NAVD 88
 MU0664
 MU0664  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0664
 MU0664.The horizontal coordinates were scaled from a topographic map and have
 MU0664.an estimated accuracy of +/- 6 seconds.
 MU0664
 MU0664.The orthometric height was determined by differential leveling
 MU0664.and adjusted by the National Geodetic Survey in 1992..
 MU0664.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0664.rate of 0.0 thru 1.0 mm/km.
 MU0664
 MU0664.The geoid height was determined by GEOID03.
 MU0664
 MU0664.The dynamic height is computed by dividing the NAVD 88
 MU0664.geopotential number by the normal gravity value computed on the
 MU0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0664.degrees latitude (g = 980.6199 gals.).
 MU0664
 MU0664.The modeled gravity was interpolated from observed gravity values.
 MU0664
 MU0664;                    North         East    Units  Estimated Accuracy
 MU0664;SPC NV W     - 4,736,610.      919,200.      MT  (+/- 180 meters Scaled)
 MU0664
 MU0664                          SUPERSEDED SURVEY CONTROL
 MU0664
 MU0664.No superseded survey control is available for this station.
 MU0664
 MU0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF867807(NAD 83)
 MU0664_MARKER: DD = SURVEY DISK
 MU0664_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0664_SP_SET: COPPER-CLAD STEEL ROD
 MU0664_STAMPING: 88 HEI 1974 4638
 MU0664_MARK LOGO: USGS  
 MU0664_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0664+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0664
 MU0664  HISTORY     - Date     Condition        Report By
 MU0664  HISTORY     - 1974     MONUMENTED       USGS
 MU0664
 MU0664                          STATION DESCRIPTION
 MU0664
 MU0664'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0664'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0664'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0664'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0664'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0664'T-ROAD WEST, THENCE 10.7 MILES WEST ALONG A TRACK ROAD, 1.8 MILES
 MU0664'SOUTH OF CHIMNEY DAM, 37 FEET EAST OF THE CENTERLINE OF THE ROAD,
 MU0664'ALONGSIDE A SMALL CAIRN, SET ON COPPER-COATED ROD ENCASED IN 6-INCH
 MU0664'WHITE PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3454 ***********************************************************************
 AA3454  FBN         -  This is a Federal Base Network Control Station.
 AA3454  DESIGNATION -  88 JD
 AA3454  PID         -  AA3454
 AA3454  STATE/COUNTY-  NV/ELKO
 AA3454  USGS QUAD   -  JACKPOT (1989)
 AA3454
 AA3454                         *CURRENT SURVEY CONTROL
 AA3454  ___________________________________________________________________
 AA3454* NAD 83(1999)-  41 54 17.00933(N)    114 42 04.12947(W)     ADJUSTED  
 AA3454* NAVD 88     -      1591.     (meters)    5220.     (feet)  GPS OBS   
 AA3454  ___________________________________________________________________
 AA3454  EPOCH DATE  -        1999.37
 AA3454  X           -  -1,987,147.377 (meters)                     COMP
 AA3454  Y           -  -4,320,140.433 (meters)                     COMP
 AA3454  Z           -   4,238,786.234 (meters)                     COMP
 AA3454  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AA3454  ELLIP HEIGHT-        1575.95  (meters)          (05/16/00) GPS OBS
 AA3454  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 AA3454
 AA3454  HORZ ORDER  -  A
 AA3454  ELLP ORDER  -  FOURTH    CLASS I
 AA3454
 AA3454.The horizontal coordinates were established by GPS observations
 AA3454.and adjusted by the National Geodetic Survey in May 2000..
 AA3454.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3454.DATUM ITEM on the data sheet items page.
 AA3454.The horizontal coordinates are valid at the epoch date displayed above.
 AA3454.The epoch date for horizontal control is a decimal equivalence
 AA3454.of Year/Month/Day.
 AA3454
 AA3454.The orthometric height was determined by GPS observations and a
 AA3454.high-resolution geoid model.
 AA3454.No vertical observational check was made to the station.
 AA3454
 AA3454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3454
 AA3454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3454
 AA3454.The ellipsoidal height was determined by GPS observations
 AA3454.and is referenced to NAD 83.
 AA3454
 AA3454.The geoid height was determined by GEOID03.
 AA3454
 AA3454;                    North         East     Units Scale Factor Converg.
 AA3454;SPC NV E     - 8,794,493.044   273,191.728   MT  0.99996590   +0 35 21.2
 AA3454;SPC NV E     -28,853,265.93    896,296.53   sFT  0.99996590   +0 35 21.2
 AA3454;UTM  11      - 4,641,753.561   690,674.875   MT  1.00004740   +1 32 09.1
 AA3454
 AA3454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3454!SPC NV E     -   0.99975288  x   0.99996590  =   0.99971879
 AA3454!UTM  11      -   0.99975288  x   1.00004740  =   0.99980027
 AA3454
 AA3454                          SUPERSEDED SURVEY CONTROL
 AA3454
 AA3454  NAD 83(1994)-  41 54 17.00809(N)    114 42 04.12701(W) AD(       ) B
 AA3454  ELLIP H (03/30/95) 1576.00   (m)                       GP(       ) 4 1
 AA3454
 AA3454.Superseded values are not recommended for survey control.
 AA3454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3454.See file dsdata.txt to determine how the superseded data were derived.
 AA3454
 AA3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG9067541754(NAD 83)
 AA3454_MARKER: DB = BENCH MARK DISK
 AA3454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3454_STAMPING: 1956 5118 88 JD
 AA3454_MARK LOGO: USGS  
 AA3454_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3454+STABILITY: SURFACE MOTION
 AA3454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3454+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2002
 AA3454
 AA3454  HISTORY     - Date     Condition        Report By
 AA3454  HISTORY     - 1956     MONUMENTED       USGS
 AA3454  HISTORY     - 19940128 GOOD             NGS
 AA3454  HISTORY     - 19981207 GOOD             NGS
 AA3454  HISTORY     - 19990615 GOOD             NGS
 AA3454  HISTORY     - 19990719 GOOD             NGS
 AA3454  HISTORY     - 20020503 GOOD             NVGS
 AA3454
 AA3454                          STATION DESCRIPTION
 AA3454
 AA3454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 AA3454'STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTH OF JACKPOT, 15 KM (9.30
 AA3454'MI) NORTH OF CONTACT, 0.15 KM (0.10 MI) EAST OF US HIGHWAY 93, ON THE
 AA3454'RIGHT-OF-WAY ALONG A SECTION OF THE OLD PAVED HIGHWAY IN A VALLEY, ON
 AA3454'THE SOUTH END OF A VERY LOW CUTBANK, IN LOW BRUSH, IN THE NORTHEAST
 AA3454'1/4 OF SECTION 3, T 46 N, R 15 E.  OWNERSHIP--US BUREAU OF LAND
 AA3454'MANAGEMENT. TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AA3454'HIGHWAY 80 AND US HIGHWAY 93 (EXIT 352) ON THE EAST SIDE OF WELLS, GO
 AA3454'NORTH ON HIGHWAY 93 FOR 82.9 KM (51.50 MI) TO THE ENTRANCE TO A STATE
 AA3454'MAINTAINANCE YARD ON THE RIGHT AT CONTACT.  CONTINUE NORTH FOR 12.54
 AA3454'KM (7.80 MI) TO A GRADED ROAD RIGHT LEADING TO THE SAN JACINTO RANCH.
 AA3454'CONTINUE AHEAD FOR 2.90 KM (1.80 MI) TO A GRADED ROAD RIGHT LEADING TO
 AA3454'GRAVEL PILES AT MILE 135.1.  TURN RIGHT, EAST, ON ROAD FOR 0.16 KM
 AA3454'(0.10 MI) TO A CROSSROAD.  TURN LEFT, NORTH, ON EITHER ONE OF TWO
 AA3454'PARALLEL ROADS FOR 0.22 KM (0.15 MI) TO THE ROADS MERGE.  CONTINUE
 AA3454'AHEAD ON OLD HIGHWAY FOR 20 M (65.6 FT) TO THE STATION ON THE LEFT.
 AA3454'STATION MARK IS A DISK SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 AA3454'PROJECTING 10 CM ABOVE GROUND.  IT IS 13.7 M (44.9 FT) WEST OF, AND
 AA3454'0.5 M (1.6 FT) HIGHER THAN THE ROAD CENTER, 12 M (39.4 FT) SOUTH OF,
 AA3454'AND SLIGHTLY LOWER THEN HIGH GROUND, AND 0.8 M (2.6 FT) NORTH OF A
 AA3454'FIBERGLASS WITNESS POST. DESCRIBED BY G.R.HEID
 AA3454
 AA3454                          STATION RECOVERY (1998)
 AA3454
 AA3454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AA3454'RECOVERED AS DESCRIBED.  THE STATION PROJECTS 4 CM ABOVE GROUND.
 AA3454
 AA3454                          STATION RECOVERY (1999)
 AA3454
 AA3454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA3454'RECOVERED AS DESCRIBED.
 AA3454
 AA3454                          STATION RECOVERY (1999)
 AA3454
 AA3454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA3454'RECOVERED AS DESCRIBED.
 AA3454
 AA3454                          STATION RECOVERY (2002)
 AA3454
 AA3454'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 AA3454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0401 ***********************************************************************
 MV0401  DESIGNATION -  88 LRC
 MV0401  PID         -  MV0401
 MV0401  STATE/COUNTY-  NV/WASHOE
 MV0401  USGS QUAD   -  NELLIE SPRING MTN (1979)
 MV0401
 MV0401                         *CURRENT SURVEY CONTROL
 MV0401  ___________________________________________________________________
 MV0401* NAD 83(1986)-  41 25 21.     (N)    119 33 28.     (W)     SCALED    
 MV0401* NAVD 88     -      1756.100  (meters)    5761.47   (feet)  ADJUSTED  
 MV0401  ___________________________________________________________________
 MV0401  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 MV0401  DYNAMIC HT  -        1754.698 (meters)    5756.87  (feet)  COMP
 MV0401  MODELED GRAV-     979,762.2   (mgal)                       NAVD 88
 MV0401
 MV0401  VERT ORDER  -  SECOND    CLASS 0
 MV0401
 MV0401.The horizontal coordinates were scaled from a topographic map and have
 MV0401.an estimated accuracy of +/- 6 seconds.
 MV0401
 MV0401.The orthometric height was determined by differential leveling
 MV0401.and adjusted by the National Geodetic Survey in June 1991..
 MV0401
 MV0401.The geoid height was determined by GEOID03.
 MV0401
 MV0401.The dynamic height is computed by dividing the NAVD 88
 MV0401.geopotential number by the normal gravity value computed on the
 MV0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0401.degrees latitude (g = 980.6199 gals.).
 MV0401
 MV0401.The modeled gravity was interpolated from observed gravity values.
 MV0401
 MV0401;                    North         East    Units  Estimated Accuracy
 MV0401;SPC NV W     - 4,741,020.      718,550.      MT  (+/- 180 meters Scaled)
 MV0401
 MV0401                          SUPERSEDED SURVEY CONTROL
 MV0401
 MV0401  NGVD 29 (??/??/92) 1754.85   (m)         5757.4    (f) COMPUTED    2 0
 MV0401
 MV0401.Superseded values are not recommended for survey control.
 MV0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0401.See file dsdata.txt to determine how the superseded data were derived.
 MV0401
 MV0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF862888(NAD 83)
 MV0401_MARKER: DD = SURVEY DISK
 MV0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0401_SP_SET: CONCRETE POST
 MV0401_STAMPING: 88 LRC 1972 5757
 MV0401_MARK LOGO: USGS  
 MV0401_PROJECTION: FLUSH
 MV0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0401+STABILITY: SURFACE MOTION
 MV0401
 MV0401  HISTORY     - Date     Condition        Report By
 MV0401  HISTORY     - 1972     MONUMENTED       USGS
 MV0401
 MV0401                          STATION DESCRIPTION
 MV0401
 MV0401'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0401'46.8 KM (29.10 MI) SE FROM VYA.
 MV0401'VYA, 2.O MILES SOUTHWEST OF, THENCE 20.9 MILES SOUTHEAST ALONG STATE
 MV0401'HIGHWAY 34 TO A ROAD JUNCTION NORTHEAST, THENCE 6.2 MILES
 MV0401'NORTHEAST TOWARD PARKER RANCH TO A CATTLEGUARD, 8.0 MILES SOUTHWEST
 MV0401'OF PARKER RANCH, 38.7 FEET WNW OF THE CENTERLINE OF THE ROAD, AND
 MV0401'34.5 FEET SOUTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0423 ***********************************************************************
 JP0423  DESIGNATION -  89 DOR
 JP0423  PID         -  JP0423
 JP0423  STATE/COUNTY-  NV/NYE
 JP0423  USGS QUAD   -  BROWN SUMMIT (1968)
 JP0423
 JP0423                         *CURRENT SURVEY CONTROL
 JP0423  ___________________________________________________________________
 JP0423* NAD 83(1986)-  38 55 04.     (N)    115 48 31.     (W)     SCALED    
 JP0423* NAVD 88     -      2005.315  (meters)    6579.10   (feet)  ADJUSTED  
 JP0423  ___________________________________________________________________
 JP0423  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 JP0423  DYNAMIC HT  -        2003.110 (meters)    6571.87  (feet)  COMP
 JP0423  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 JP0423
 JP0423  VERT ORDER  -  SECOND    CLASS 0
 JP0423
 JP0423.The horizontal coordinates were scaled from a topographic map and have
 JP0423.an estimated accuracy of +/- 6 seconds.
 JP0423
 JP0423.The orthometric height was determined by differential leveling
 JP0423.and adjusted by the National Geodetic Survey in June 1991..
 JP0423
 JP0423.The geoid height was determined by GEOID03.
 JP0423
 JP0423.The dynamic height is computed by dividing the NAVD 88
 JP0423.geopotential number by the normal gravity value computed on the
 JP0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0423.degrees latitude (g = 980.6199 gals.).
 JP0423
 JP0423.The modeled gravity was interpolated from observed gravity values.
 JP0423
 JP0423;                    North         East    Units  Estimated Accuracy
 JP0423;SPC NV C     - 6,462,820.      574,410.      MT  (+/- 180 meters Scaled)
 JP0423
 JP0423                          SUPERSEDED SURVEY CONTROL
 JP0423
 JP0423.No superseded survey control is available for this station.
 JP0423
 JP0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD032083(NAD 83)
 JP0423_MARKER: DD = SURVEY DISK
 JP0423_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0423_SP_SET: COPPER-CLAD STEEL ROD
 JP0423_STAMPING: 89 DOR 1967 6575
 JP0423_MARK LOGO: USGS  
 JP0423_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0423+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0423
 JP0423  HISTORY     - Date     Condition        Report By
 JP0423  HISTORY     - 1967     MONUMENTED       USGS
 JP0423
 JP0423                          STATION DESCRIPTION
 JP0423
 JP0423'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0423'FROM THE POST OFFICE IN DUCKWATER, NEVADA, PROCEED 6.3 MILES WEST
 JP0423'ALONG THE ROAD TO LITTLE SMOKY VALLEY, 90 FEET EAST AND 12 FEET HIGHER
 JP0423'THAN THE ROAD (WASH), 1.5 FEET WEST OF A WITNESS, SET ON A
 JP0423'COPPER-COATED ROD, ENCLOSED IN A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0518 ***********************************************************************
 MU0518  DESIGNATION -  89 FMK
 MU0518  PID         -  MU0518
 MU0518  STATE/COUNTY-  NV/HUMBOLDT
 MU0518  USGS QUAD   -  STAR VALLEY RIDGE SW (1973)
 MU0518
 MU0518                         *CURRENT SURVEY CONTROL
 MU0518  ___________________________________________________________________
 MU0518* NAD 83(1986)-  41 50 28.     (N)    116 57 59.     (W)     SCALED    
 MU0518* NAVD 88     -      1612.797  (meters)    5291.32   (feet)  POSTED    
 MU0518  ___________________________________________________________________
 MU0518  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 MU0518  DYNAMIC HT  -        1611.640 (meters)    5287.52  (feet)  COMP
 MU0518  MODELED GRAV-     979,846.4   (mgal)                       NAVD 88
 MU0518
 MU0518  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0518
 MU0518.The horizontal coordinates were scaled from a topographic map and have
 MU0518.an estimated accuracy of +/- 6 seconds.
 MU0518
 MU0518.The orthometric height was determined by differential leveling
 MU0518.and adjusted by the National Geodetic Survey in 1992..
 MU0518.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0518.rate of 0.0 thru 1.0 mm/km.
 MU0518
 MU0518.The geoid height was determined by GEOID03.
 MU0518
 MU0518.The dynamic height is computed by dividing the NAVD 88
 MU0518.geopotential number by the normal gravity value computed on the
 MU0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0518.degrees latitude (g = 980.6199 gals.).
 MU0518
 MU0518.The modeled gravity was interpolated from observed gravity values.
 MU0518
 MU0518;                    North         East    Units  Estimated Accuracy
 MU0518;SPC NV W     - 4,788,320.      934,290.      MT  (+/- 180 meters Scaled)
 MU0518
 MU0518                          SUPERSEDED SURVEY CONTROL
 MU0518
 MU0518  NGVD 29 (??/??/92) 1611.69   (m)         5287.7    (f) COMPUTED    2 0
 MU0518
 MU0518.Superseded values are not recommended for survey control.
 MU0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0518.See file dsdata.txt to determine how the superseded data were derived.
 MU0518
 MU0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG027321(NAD 83)
 MU0518_MARKER: DD = SURVEY DISK
 MU0518_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0518_SP_SET: COPPER-CLAD STEEL ROD
 MU0518_STAMPING: 89 FMK 1973 5288
 MU0518_MARK LOGO: USGS  
 MU0518_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0518+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0518
 MU0518  HISTORY     - Date     Condition        Report By
 MU0518  HISTORY     - 1973     MONUMENTED       USGS
 MU0518
 MU0518                          STATION DESCRIPTION
 MU0518
 MU0518'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0518'FROM I. L. STAR VALLEY LINE CABIN, NEVADA, PROCEED 4.3 MILES SOUTH
 MU0518'ALONG A DIRT ROAD, THENCE 12.3 MILES WEST ALONG DIRT ROAD ACROSS PIPE
 MU0518'LINE ROAD, THENCE 2.2 MILES NORTHEAST ON A TRACK ROAD ON THE EAST SIDE
 MU0518'OF THE LITTLE OWYHEE RIVER, ON THE EAST SIDE OF A SMALL DRAIN, 89 FEET
 MU0518'SOUTH OF THE CENTERLINE OF THE ROAD, SMALL ROCK CAIRN AT BENCH MARK,
 MU0518'SET ON A COPPER-COATED STEEL ROD ENCASED IN A 6-INCH BLACK FIBER PIPE
 MU0518'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0666 ***********************************************************************
 MU0666  DESIGNATION -  89 HEI
 MU0666  PID         -  MU0666
 MU0666  STATE/COUNTY-  NV/HUMBOLDT
 MU0666  USGS QUAD   -  CHIMNEY RESERVOIR (1980)
 MU0666
 MU0666                         *CURRENT SURVEY CONTROL
 MU0666  ___________________________________________________________________
 MU0666* NAD 83(1986)-  41 23 16.     (N)    117 10 34.     (W)     SCALED    
 MU0666* NAVD 88     -      1416.996  (meters)    4648.93   (feet)  POSTED    
 MU0666  ___________________________________________________________________
 MU0666  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 MU0666  DYNAMIC HT  -        1415.990 (meters)    4645.63  (feet)  COMP
 MU0666  MODELED GRAV-     979,862.7   (mgal)                       NAVD 88
 MU0666
 MU0666  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0666
 MU0666.The horizontal coordinates were scaled from a topographic map and have
 MU0666.an estimated accuracy of +/- 6 seconds.
 MU0666
 MU0666.The orthometric height was determined by differential leveling
 MU0666.and adjusted by the National Geodetic Survey in 1992..
 MU0666.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0666.rate of 0.0 thru 1.0 mm/km.
 MU0666
 MU0666.The geoid height was determined by GEOID03.
 MU0666
 MU0666.The dynamic height is computed by dividing the NAVD 88
 MU0666.geopotential number by the normal gravity value computed on the
 MU0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0666.degrees latitude (g = 980.6199 gals.).
 MU0666
 MU0666.The modeled gravity was interpolated from observed gravity values.
 MU0666
 MU0666;                    North         East    Units  Estimated Accuracy
 MU0666;SPC NV W     - 4,737,660.      917,690.      MT  (+/- 180 meters Scaled)
 MU0666
 MU0666                          SUPERSEDED SURVEY CONTROL
 MU0666
 MU0666.No superseded survey control is available for this station.
 MU0666
 MU0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF852818(NAD 83)
 MU0666_MARKER: DD = SURVEY DISK
 MU0666_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0666_SP_SET: COPPER-CLAD STEEL ROD
 MU0666_STAMPING: 89 HEI 1974 4646
 MU0666_MARK LOGO: USGS  
 MU0666_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0666+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0666
 MU0666  HISTORY     - Date     Condition        Report By
 MU0666  HISTORY     - 1974     MONUMENTED       USGS
 MU0666
 MU0666                          STATION DESCRIPTION
 MU0666
 MU0666'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0666'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0666'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0666'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0666'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0666'T-ROAD WEST, THENCE 12.2 MILES WEST ALONG A TRACK ROAD, 0.7 MILES
 MU0666'SOUTH OF CHIMNEY DAM, 4.2 MILES SOUTH AND 7.9 MILES WEST OF LITTLE
 MU0666'HUMBOLDT RANCH, 105 FEET SOUTHEAST OF ROAD FORKS, 45 FEET SOUTH OF THE
 MU0666'CENTERLINE OF THE ROAD TO THE SOUTHEAST, ALONGSIDE A SMALL CAIRN, SET
 MU0666'ON COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE
 MU0666'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7040 ***********************************************************************
 AH7040  DESIGNATION -  89 JD
 AH7040  PID         -  AH7040
 AH7040  STATE/COUNTY-  NV/ELKO
 AH7040  USGS QUAD   -  JACKPOT (1989)
 AH7040
 AH7040                         *CURRENT SURVEY CONTROL
 AH7040  ___________________________________________________________________
 AH7040* NAD 83(1994)-  41 52 36.27454(N)    114 42 31.63002(W)     ADJUSTED  
 AH7040* NAVD 88     -      1613.57   (+/-2cm)    5293.9    (feet)  VERTCON   
 AH7040  ___________________________________________________________________
 AH7040  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 AH7040  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 AH7040
 AH7040  HORZ ORDER  -  THIRD
 AH7040  VERT ORDER  -  THIRD ? (See Below)
 AH7040
 AH7040.The horizontal coordinates were established by classical geodetic methods
 AH7040.and adjusted by the National Geodetic Survey in January 1999..
 AH7040
 AH7040.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7040.The vertical order pertains to the NGVD 29 superseded value.
 AH7040
 AH7040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7040
 AH7040.The geoid height was determined by GEOID03.
 AH7040
 AH7040;                    North         East     Units Scale Factor Converg.
 AH7040;SPC NV E     - 8,791,378.844   272,589.615   MT  0.99996482   +0 35 01.7
 AH7040;SPC NV E     -28,843,048.76    894,321.10   sFT  0.99996482   +0 35 01.7
 AH7040;UTM  11      - 4,638,629.589   690,124.235   MT  1.00004482   +1 31 47.7
 AH7040
 AH7040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7040!SPC NV E     -   0.99974942  x   0.99996482  =   0.99971424
 AH7040!UTM  11      -   0.99974942  x   1.00004482  =   0.99979422
 AH7040
 AH7040                          SUPERSEDED SURVEY CONTROL
 AH7040
 AH7040  NGVD 29 (01/22/99) 1612.45   (m)         5290.2    (f) LEVELING    3  
 AH7040
 AH7040.Superseded values are not recommended for survey control.
 AH7040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7040.See file dsdata.txt to determine how the superseded data were derived.
 AH7040
 AH7040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG9012438630(NAD 83)
 AH7040_MARKER: Z = SEE DESCRIPTION
 AH7040_SETTING: 0 = UNSPECIFIED SETTING
 AH7040_PROJECTION: FLUSH
 AH7040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7040
 AH7040  HISTORY     - Date     Condition        Report By
 AH7040  HISTORY     - 1956     MONUMENTED       USGS
 AH7040
 AH7040                          STATION DESCRIPTION
 AH7040
 AH7040'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AH7040'DESCRIBED IN LEVEL LINE BY USGS, 1956, PV 288 AS FOLLOWS--
 AH7040'SAN JACINTO RANCH, 1 MI. W. OF, 114 FT. E. OF CENTER OF HWY. 93, 50
 AH7040'FT. S. OF RD. E. TO RANCH, IN CONCRETE POST, STANDARD TABLET
 AH7040'---STAMPED--- 89 JD 1956 5290.
 AH7040'STATION MARK--STANDARD BM TABLET---STAMPED--- 89 JD 1956 5290, SET IN
 AH7040'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0402 ***********************************************************************
 MV0402  DESIGNATION -  89 LRC
 MV0402  PID         -  MV0402
 MV0402  STATE/COUNTY-  NV/WASHOE
 MV0402  USGS QUAD   -  NELLIE SPRING MTN (1979)
 MV0402
 MV0402                         *CURRENT SURVEY CONTROL
 MV0402  ___________________________________________________________________
 MV0402* NAD 83(1986)-  41 24 26.     (N)    119 33 41.     (W)     SCALED    
 MV0402* NAVD 88     -      1782.142  (meters)    5846.91   (feet)  ADJUSTED  
 MV0402  ___________________________________________________________________
 MV0402  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 MV0402  DYNAMIC HT  -        1780.711 (meters)    5842.22  (feet)  COMP
 MV0402  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 MV0402
 MV0402  VERT ORDER  -  SECOND    CLASS 0
 MV0402
 MV0402.The horizontal coordinates were scaled from a topographic map and have
 MV0402.an estimated accuracy of +/- 6 seconds.
 MV0402
 MV0402.The orthometric height was determined by differential leveling
 MV0402.and adjusted by the National Geodetic Survey in June 1991..
 MV0402
 MV0402.The geoid height was determined by GEOID03.
 MV0402
 MV0402.The dynamic height is computed by dividing the NAVD 88
 MV0402.geopotential number by the normal gravity value computed on the
 MV0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0402.degrees latitude (g = 980.6199 gals.).
 MV0402
 MV0402.The modeled gravity was interpolated from observed gravity values.
 MV0402
 MV0402;                    North         East    Units  Estimated Accuracy
 MV0402;SPC NV W     - 4,739,330.      718,230.      MT  (+/- 180 meters Scaled)
 MV0402
 MV0402                          SUPERSEDED SURVEY CONTROL
 MV0402
 MV0402  NGVD 29 (??/??/92) 1780.88   (m)         5842.8    (f) COMPUTED    2 0
 MV0402
 MV0402.Superseded values are not recommended for survey control.
 MV0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0402.See file dsdata.txt to determine how the superseded data were derived.
 MV0402
 MV0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF859871(NAD 83)
 MV0402_MARKER: DD = SURVEY DISK
 MV0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0402_SP_SET: CONCRETE POST
 MV0402_STAMPING: 89 LRC 1972 5843
 MV0402_MARK LOGO: USGS  
 MV0402_PROJECTION: FLUSH
 MV0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0402+STABILITY: SURFACE MOTION
 MV0402
 MV0402  HISTORY     - Date     Condition        Report By
 MV0402  HISTORY     - 1972     MONUMENTED       USGS
 MV0402
 MV0402                          STATION DESCRIPTION
 MV0402
 MV0402'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0402'45.1 KM (28.00 MI) SE FROM VYA.
 MV0402'VIA, 2.0 MILES SOUTHWEST OF, THENCE 20.9 MILES SOUTHEAST ALONG STATE
 MV0402'HIGHWAY 34, THENCE 5.1 MILES NORTHEAST TO THE TOP OF A LONG LOW
 MV0402'RIDGE, 0.1 MILES NORTH OF A Y-ROAD SOUTHEAST, AND 45 FEET WEST OF THE
 MV0402'CENTER OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0440 ***********************************************************************
 KP0440  DESIGNATION -  8AA
 KP0440  PID         -  KP0440
 KP0440  STATE/COUNTY-  NV/EUREKA
 KP0440  USGS QUAD   -  NORTH OF EUREKA (1990)
 KP0440
 KP0440                         *CURRENT SURVEY CONTROL
 KP0440  ___________________________________________________________________
 KP0440* NAD 83(1994)-  39 39 13.10076(N)    115 54 26.22995(W)     ADJUSTED  
 KP0440* NAVD 88     -      1846.72   (+/-2cm)    6058.8    (feet)  VERTCON   
 KP0440  ___________________________________________________________________
 KP0440  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 KP0440  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 KP0440
 KP0440  HORZ ORDER  -  SECOND
 KP0440  VERT ORDER  -  THIRD ? (See Below)
 KP0440
 KP0440.The horizontal coordinates were established by classical geodetic methods
 KP0440.and adjusted by the National Geodetic Survey in June 1998..
 KP0440
 KP0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0440.The vertical order pertains to the NGVD 29 superseded value.
 KP0440
 KP0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0440
 KP0440.The geoid height was determined by GEOID03.
 KP0440
 KP0440;                    North         East     Units Scale Factor Converg.
 KP0440;SPC NV E     - 8,544,209.529   172,199.915   MT  0.99990951   -0 12 24.2
 KP0440;SPC NV E     -28,032,127.43    564,959.22   sFT  0.99990951   -0 12 24.2
 KP0440;UTM  11      - 4,389,886.187   593,744.348   MT  0.99970819   +0 41 50.5
 KP0440
 KP0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0440!SPC NV E     -   0.99971358  x   0.99990951  =   0.99962312
 KP0440!UTM  11      -   0.99971358  x   0.99970819  =   0.99942185
 KP0440
 KP0440|---------------------------------------------------------------------|
 KP0440| PID    Reference Object                     Distance      Geod. Az  |
 KP0440|                                                           dddmmss.s |
 KP0440| DD5367 8AA RM 1                              9.809 METERS 05617     |
 KP0440| DD5368 8AA RM 2                              9.347 METERS 13710     |
 KP0440| DD5366 8AA AZ MK                                          2035321.4 |
 KP0440|---------------------------------------------------------------------|
 KP0440
 KP0440                          SUPERSEDED SURVEY CONTROL
 KP0440
 KP0440  NAD 83(1986)-  39 39 13.09709(N)    115 54 26.22741(W) AD(       ) 2
 KP0440  NAD 27      -  39 39 13.35700(N)    115 54 23.02700(W) AD(       ) 2
 KP0440  NGVD 29 (07/19/86) 1845.46   (m)         6054.6    (f) LEVELING    3  
 KP0440
 KP0440.Superseded values are not recommended for survey control.
 KP0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0440.See file dsdata.txt to determine how the superseded data were derived.
 KP0440
 KP0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND9374489886(NAD 83)
 KP0440_MARKER: DB = BENCH MARK DISK
 KP0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0440
 KP0440  HISTORY     - Date     Condition        Report By
 KP0440  HISTORY     - 1954     MONUMENTED       USGS
 KP0440
 KP0440                          STATION DESCRIPTION
 KP0440
 KP0440'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (LSB)
 KP0440'THE STATION IS ON THE FLOOR OF DIAMOND VALLEY ON ITS EASTERN
 KP0440'SIDE ALONG A ROAD WHICH PARALLELS THE MAIN RIDGE OF THE DIAMOND
 KP0440'MOUNTAINS.  IT IS ABOUT 10 MILES NORTH OF EUREKA AND ABOUT 2
 KP0440'MILES WEST OF THE BASE OF THE MAIN RIDGE.
 KP0440'
 KP0440'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA GO NORTH
 KP0440'ON U.S. HIGHWAY 50 FOR 0.45 MILE TO A GRAVELED ROAD TO THE
 KP0440'RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE GRAVELED ROAD FOR
 KP0440'1.35 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTH
 KP0440'FOR 0.35 MILE TO A 3-WAY FORK.  TAKE THE LEFT ONE OF THREE
 KP0440'FORKS AND GO 2.45 MILES TO A 3-WAY FORK.  TAKE THE RIGHT ONE OF
 KP0440'THREE FORKS AND GO EAST FOR 1.25 MILES TO A FORK NEAR TWO
 KP0440'SHACKS.  TAKE THE LEFT FORK (MTR) AND GO NORTHEASTERLY FOR 2.2
 KP0440'MILES TO A SIDE ROAD RIGHT.  CONTINUE AHEAD (NORTHEASTERLY) ON THE
 KP0440'MOST TRAVELED ROAD AND GO 1.35 MILES TO A FORK.  TAKE THE RIGHT FORK
 KP0440'AND GO 0.35 MILE TO A MAZE OF ROADS NEAR THE SOUTHEAST CORNER OF
 KP0440'A HAY FIELD.  TAKE THE ROAD WHICH PARALLELS THE FENCE LINE
 KP0440'ON THE EAST SIDE OF THE FIELD AND GO NORTH FOR 0.25 MILE TO
 KP0440'A SIDE ROAD TO THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.1
 KP0440'MILE TO A TRACK ROAD TO THE LEFT.  TURN LEFT ON THE TRACK
 KP0440'ROAD AND GO ABOUT 25 YARDS TO A FORK.  TAKE THE LEFT FORK
 KP0440'AND GO NORTHWESTERLY FOR 0.3 MILE TO A ROAD TO THE LEFT
 KP0440'AND A BRIDGE ACROSS A GULLEY.  DO NOT CROSS THE BRIDGE.
 KP0440'CONTINUE ON THE ROAD TO THE RIGHT AND GO NORTHERLY FOR
 KP0440'1.05 MILES TO A FORK.  TAKE THE LEFT FORK (MTR) AND CONTINUE
 KP0440'NORTHERLY FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK (MTR)
 KP0440'AND CONTINUE NORTHERLY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 KP0440'RIGHT (EAST) SIDE OF THE ROAD.  CONTINUE NORTH ON THE ROAD
 KP0440'FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 KP0440'
 KP0440'THE STATION MARK IS A STANDARD U.S.G.S. BENCH MARK DISK STAMPED
 KP0440'6055 8 AA 1951, AND SET IN THE TOP OF A 6 IN X 6 IN SQUARE
 KP0440'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 KP0440'8 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST AND 41 FEET
 KP0440'EAST OF THE CENTERLINE OF THE ROAD.
 KP0440'
 KP0440'REFERENCE MARKS 1 AND 2 ARE STANDARD USC AND GS REFERENCE MARK
 KP0440'DISKS SET IN THE TOPS OF 10 IN X 10 IN SQUARE CONCRETE POSTS AND
 KP0440'STAMPED BENCH MARK 8 AA USGS NO 1 1954 AND BENCH MARK 8 AA
 KP0440'USGS NO 2 1954.  REFERENCE MARK 1 IS 32 FEET NORTHEAST OF THE
 KP0440'STATION AT THE SAME ELEVATION AND PROJECTS 1 INCH ABOVE THE
 KP0440'GROUND LEVEL.  REFERENCE MARK 2 IS 31 FEET SOUTHEAST OF THE
 KP0440'STATION AT THE SAME ELEVATION AND PROJECTS 2 INCHES ABOVE THE
 KP0440'GROUND LEVEL.
 KP0440'
 KP0440'THE AZIMUTH MARK IS A STANDARD USC AND GS AZIMUTH MARK DISK
 KP0440'STAMPED BENCH MARK 8 AA USGS 1954 SET IN THE TOP OF A 10 IN
 KP0440'X 10 IN SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND
 KP0440'LEVEL.  IT IS 2 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS
 KP0440'POST AND 22 FEET EAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0560 ***********************************************************************
 MT0560  DESIGNATION -  9
 MT0560  PID         -  MT0560
 MT0560  STATE/COUNTY-  NV/ELKO
 MT0560  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0560
 MT0560                         *CURRENT SURVEY CONTROL
 MT0560  ___________________________________________________________________
 MT0560* NAD 83(1986)-  41 50 09.     (N)    115 57 49.     (W)     SCALED    
 MT0560* NAVD 88     -      1713.396  (meters)    5621.37   (feet)  ADJUSTED  
 MT0560  ___________________________________________________________________
 MT0560  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 MT0560  DYNAMIC HT  -        1712.111 (meters)    5617.15  (feet)  COMP
 MT0560  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 MT0560
 MT0560  VERT ORDER  -  SECOND    CLASS 0
 MT0560
 MT0560.The horizontal coordinates were scaled from a topographic map and have
 MT0560.an estimated accuracy of +/- 6 seconds.
 MT0560
 MT0560.The orthometric height was determined by differential leveling
 MT0560.and adjusted by the National Geodetic Survey in June 1991..
 MT0560
 MT0560.The geoid height was determined by GEOID03.
 MT0560
 MT0560.The dynamic height is computed by dividing the NAVD 88
 MT0560.geopotential number by the normal gravity value computed on the
 MT0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0560.degrees latitude (g = 980.6199 gals.).
 MT0560
 MT0560.The modeled gravity was interpolated from observed gravity values.
 MT0560
 MT0560;                    North         East    Units  Estimated Accuracy
 MT0560;SPC NV E     - 8,786,540.      168,420.      MT  (+/- 180 meters Scaled)
 MT0560
 MT0560                          SUPERSEDED SURVEY CONTROL
 MT0560
 MT0560  NGVD 29 (??/??/92) 1712.202  (m)         5617.45   (f) ADJ UNCH    2 0
 MT0560
 MT0560.Superseded values are not recommended for survey control.
 MT0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0560.See file dsdata.txt to determine how the superseded data were derived.
 MT0560
 MT0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG860320(NAD 83)
 MT0560_MARKER: DD = SURVEY DISK
 MT0560_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0560_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MT0560_STAMPING: 9 5617 78
 MT0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0560
 MT0560  HISTORY     - Date     Condition        Report By
 MT0560  HISTORY     - UNK      MONUMENTED       USFWA
 MT0560  HISTORY     - 1951     GOOD             NGS
 MT0560
 MT0560                          STATION DESCRIPTION
 MT0560
 MT0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0560'0.2 MI SE FROM MOUNTAIN CITY.
 MT0560'0.2 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE AT
 MT0560'MOUNTAIN CITY, 79.4 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM BENCH
 MT0560'MARK 10 (F.W.A.), 45 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 MT0560'HIGHWAY, 12.5 FEET NORTH OF A POWER LINE POLE WITH A STREET LIGHT, 1.9
 MT0560'FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE
 MT0560'ROAD, AND BRAZED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 0.3 FEET
 MT0560'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0239 ***********************************************************************
 JR0239  DESIGNATION -  9
 JR0239  PID         -  JR0239
 JR0239  STATE/COUNTY-  NV/MINERAL
 JR0239  USGS QUAD   -  BASALT (1982)
 JR0239
 JR0239                         *CURRENT SURVEY CONTROL
 JR0239  ___________________________________________________________________
 JR0239* NAD 83(1986)-  38 02 53.     (N)    118 16 45.     (W)     SCALED    
 JR0239* NAVD 88     -      1843.989  (meters)    6049.82   (feet)  ADJUSTED  
 JR0239  ___________________________________________________________________
 JR0239  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 JR0239  DYNAMIC HT  -        1841.902 (meters)    6042.97  (feet)  COMP
 JR0239  MODELED GRAV-     979,432.1   (mgal)                       NAVD 88
 JR0239
 JR0239  VERT ORDER  -  FIRST     CLASS II
 JR0239
 JR0239.The horizontal coordinates were scaled from a topographic map and have
 JR0239.an estimated accuracy of +/- 6 seconds.
 JR0239
 JR0239.The orthometric height was determined by differential leveling
 JR0239.and adjusted by the National Geodetic Survey in June 1991..
 JR0239
 JR0239.The geoid height was determined by GEOID03.
 JR0239
 JR0239.The dynamic height is computed by dividing the NAVD 88
 JR0239.geopotential number by the normal gravity value computed on the
 JR0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0239.degrees latitude (g = 980.6199 gals.).
 JR0239
 JR0239.The modeled gravity was interpolated from observed gravity values.
 JR0239
 JR0239;                    North         East    Units  Estimated Accuracy
 JR0239;SPC NV W     - 4,365,980.      826,700.      MT  (+/- 180 meters Scaled)
 JR0239
 JR0239                          SUPERSEDED SURVEY CONTROL
 JR0239
 JR0239  NGVD 29 (??/??/92) 1842.710  (m)         6045.62   (f) ADJ UNCH    1 2
 JR0239
 JR0239.Superseded values are not recommended for survey control.
 JR0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0239.See file dsdata.txt to determine how the superseded data were derived.
 JR0239
 JR0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC877119(NAD 83)
 JR0239_MARKER: DD = SURVEY DISK
 JR0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0239_SP_SET: CONCRETE POST
 JR0239_STAMPING: 9 S-662-1 M1-10
 JR0239_MARK LOGO: NVDH  
 JR0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0239+STABILITY: SURFACE MOTION
 JR0239
 JR0239  HISTORY     - Date     Condition        Report By
 JR0239  HISTORY     - UNK      MONUMENTED       NVDH
 JR0239  HISTORY     - 1955     GOOD             NGS
 JR0239  HISTORY     - 1986     POOR             NGS
 JR0239
 JR0239                          STATION DESCRIPTION
 JR0239
 JR0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0239'3.1 MI N FROM BASALT.
 JR0239'3.1 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF U.S.
 JR0239'HIGHWAY 6 AT BASALT, 0.1 MILE SOUTH OF THE T JUNCTION OF A DIRT
 JR0239'ROAD LEADING EAST TO A MINE, AT THE APPROXIMATE CENTER OF A
 JR0239'DIRT CUT BANK, 62.2 FEET (SLOPE MEASUREMENT) WEST OF THE CENTER
 JR0239'LINE OF THE HIGHWAY, 2.0 FEET WEST OF A WITNESS POST, ABOUT 14
 JR0239'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JR0239'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JR0239
 JR0239                          STATION RECOVERY (1986)
 JR0239
 JR0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0239'RECOVERED IN DISTURBED CONDITION BUT NOT LEVELED TO DURING THIS
 JR0239'SURVEY.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5 MI) NORTHEAST ALONG US
 JR0239'HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT MONTGOMERY, THENCE 4.3 KM
 JR0239'(2.7 MI) NORTH ALONG STATE HIGHWAY 360, 0.50 KM (0.31 MI) SOUTH OF
 JR0239'MILEPOST 3, ON TOP OF A HIGHWAY CUT, 19.0 METERS (62.5 FT) WEST OF
 JR0239'THE CENTERLINE OF THE HIGHWAY.  NOTE--THE MARK WAS FOUND LYING ON TOP
 JR0239'OF THE GROUND.
 JR0239'THE MARK IS 4.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0302 ***********************************************************************
 JQ0302  DESIGNATION -  9
 JQ0302  PID         -  JQ0302
 JQ0302  STATE/COUNTY-  NV/ESMERALDA
 JQ0302  USGS QUAD   -  CROW SPRINGS (1968)
 JQ0302
 JQ0302                         *CURRENT SURVEY CONTROL
 JQ0302  ___________________________________________________________________
 JQ0302* NAD 83(1986)-  38 07 58.     (N)    117 32 20.     (W)     SCALED    
 JQ0302* NAVD 88     -      1457.252  (meters)    4781.00   (feet)  ADJUSTED  
 JQ0302  ___________________________________________________________________
 JQ0302  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 JQ0302  DYNAMIC HT  -        1455.697 (meters)    4775.90  (feet)  COMP
 JQ0302  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 JQ0302
 JQ0302  VERT ORDER  -  FIRST     CLASS II
 JQ0302
 JQ0302.The horizontal coordinates were scaled from a topographic map and have
 JQ0302.an estimated accuracy of +/- 6 seconds.
 JQ0302
 JQ0302.The orthometric height was determined by differential leveling
 JQ0302.and adjusted by the National Geodetic Survey in June 1991..
 JQ0302
 JQ0302.The geoid height was determined by GEOID03.
 JQ0302
 JQ0302.The dynamic height is computed by dividing the NAVD 88
 JQ0302.geopotential number by the normal gravity value computed on the
 JQ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0302.degrees latitude (g = 980.6199 gals.).
 JQ0302
 JQ0302.The modeled gravity was interpolated from observed gravity values.
 JQ0302
 JQ0302;                    North         East    Units  Estimated Accuracy
 JQ0302;SPC NV W     - 4,375,860.      891,560.      MT  (+/- 180 meters Scaled)
 JQ0302
 JQ0302                          SUPERSEDED SURVEY CONTROL
 JQ0302
 JQ0302  NGVD 29 (??/??/92) 1456.151  (m)         4777.39   (f) ADJ UNCH    1 2
 JQ0302
 JQ0302.Superseded values are not recommended for survey control.
 JQ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0302.See file dsdata.txt to determine how the superseded data were derived.
 JQ0302
 JQ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC527206(NAD 83)
 JQ0302_MARKER: DD = SURVEY DISK
 JQ0302_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0302_STAMPING: SPT 9
 JQ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0302+STABILITY: SURFACE MOTION
 JQ0302
 JQ0302  HISTORY     - Date     Condition        Report By
 JQ0302  HISTORY     - UNK      MONUMENTED       NVDH
 JQ0302  HISTORY     - 1953     GOOD             NGS
 JQ0302  HISTORY     - 1984     GOOD             NGS
 JQ0302
 JQ0302                          STATION DESCRIPTION
 JQ0302
 JQ0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0302'18.3 MI W FROM TONOPAH.
 JQ0302'18.3 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0302'TONOPAH, AT 24-INCH CORRUGATED METAL PIPE CULVERT D 1037+50, IN THE
 JQ0302'TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL, 21.6 FEET NORTH
 JQ0302'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET LOWER THAN THE
 JQ0302'HIGHWAY.
 JQ0302
 JQ0302                          STATION RECOVERY (1984)
 JQ0302
 JQ0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0302'RECOVERED IN GOOD CONDITION.  DISK HAS NO PRECAST ORIGIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0898 ***********************************************************************
 KR0898  DESIGNATION -  9
 KR0898  PID         -  KR0898
 KR0898  STATE/COUNTY-  NV/WASHOE
 KR0898  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR0898
 KR0898                         *CURRENT SURVEY CONTROL
 KR0898  ___________________________________________________________________
 KR0898* NAD 83(1986)-  39 28 38.     (N)    119 47 22.     (W)     SCALED    
 KR0898* NAVD 88     -      1362.674  (meters)    4470.71   (feet)  ADJUSTED  
 KR0898  ___________________________________________________________________
 KR0898  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR0898  DYNAMIC HT  -        1361.427 (meters)    4466.62  (feet)  COMP
 KR0898  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 KR0898
 KR0898  VERT ORDER  -  FIRST     CLASS II
 KR0898
 KR0898.The horizontal coordinates were scaled from a topographic map and have
 KR0898.an estimated accuracy of +/- 6 seconds.
 KR0898
 KR0898.The orthometric height was determined by differential leveling
 KR0898.and adjusted by the National Geodetic Survey in June 1991..
 KR0898
 KR0898.The geoid height was determined by GEOID03.
 KR0898
 KR0898.The dynamic height is computed by dividing the NAVD 88
 KR0898.geopotential number by the normal gravity value computed on the
 KR0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0898.degrees latitude (g = 980.6199 gals.).
 KR0898
 KR0898.The modeled gravity was interpolated from observed gravity values.
 KR0898
 KR0898;                    North         East    Units  Estimated Accuracy
 KR0898;SPC NV W     - 4,525,270.      696,230.      MT  (+/- 180 meters Scaled)
 KR0898
 KR0898                          SUPERSEDED SURVEY CONTROL
 KR0898
 KR0898  NGVD 29 (??/??/92) 1361.593  (m)         4467.16   (f) ADJ UNCH    1 2
 KR0898
 KR0898.Superseded values are not recommended for survey control.
 KR0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0898.See file dsdata.txt to determine how the superseded data were derived.
 KR0898
 KR0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD600734(NAD 83)
 KR0898_MARKER: DB = BENCH MARK DISK
 KR0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0898_STAMPING: 9 4467.232
 KR0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0898+STABILITY: SURFACE MOTION
 KR0898
 KR0898  HISTORY     - Date     Condition        Report By
 KR0898  HISTORY     - UNK      MONUMENTED       CGS
 KR0898  HISTORY     - 1945     GOOD             NGS
 KR0898  HISTORY     - 20030803 MARK NOT FOUND   USPSQD
 KR0898
 KR0898                          STATION DESCRIPTION
 KR0898
 KR0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 KR0898'4.1 MI S FROM RENO.
 KR0898'ALONG U. S. HIGHWAY 395, 4.1 MILES SOUTH OF RENO, SET AT A T JUNCTION,
 KR0898'DIRECTLY IN LINE WITH THE PROJECTION OF THE CENTER-LINE OF A SIDE
 KR0898'ROAD, 32 FEET EAST OF THE CENTER-LINE OF U. S. HIGHWAY 395, 76 FEET
 KR0898'NORTHEAST OF THE NORTHEAST CORNER OF THE YARD FENCE OF THE LONE STAR
 KR0898'GUEST RANCH, 42 FEET SOUTH OF A LIGHT POLE WHICH IS AT POINT WHERE
 KR0898'POWER LINE CROSSES HIGHWAY, SET FLUSH WITH GROUND, AND 1.5 FEET SOUTH
 KR0898'OF WITNESS POST.
 KR0898
 KR0898                          STATION RECOVERY (2003)
 KR0898
 KR0898'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0898'DESCRIPTION NOT ACCURATE, NO REFERENCES FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0520 ***********************************************************************
 JR0520  DESIGNATION -  9 1
 JR0520  PID         -  JR0520
 JR0520  STATE/COUNTY-  NV/DOUGLAS
 JR0520  USGS QUAD   -  MINDEN (1982)
 JR0520
 JR0520                         *CURRENT SURVEY CONTROL
 JR0520  ___________________________________________________________________
 JR0520* NAD 83(1986)-  38 54 51.     (N)    119 46 43.     (W)     SCALED    
 JR0520* NAVD 88     -      1439.29   (+/-2cm)    4722.1    (feet)  VERTCON   
 JR0520  ___________________________________________________________________
 JR0520  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 JR0520
 JR0520  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0520
 JR0520.The horizontal coordinates were scaled from a topographic map and have
 JR0520.an estimated accuracy of +/- 6 seconds.
 JR0520
 JR0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0520.The vertical order pertains to the NGVD 29 superseded value.
 JR0520
 JR0520.The geoid height was determined by GEOID03.
 JR0520
 JR0520;                    North         East    Units  Estimated Accuracy
 JR0520;SPC NV W     - 4,462,750.      696,340.      MT  (+/- 180 meters Scaled)
 JR0520
 JR0520                          SUPERSEDED SURVEY CONTROL
 JR0520
 JR0520  NGVD 29 (??/??/92) 1438.154  (m)         4718.34   (f) ADJ UNCH    2 0
 JR0520
 JR0520.Superseded values are not recommended for survey control.
 JR0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0520.See file dsdata.txt to determine how the superseded data were derived.
 JR0520
 JR0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD590109(NAD 83)
 JR0520_MARKER: DD = SURVEY DISK
 JR0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0520_STAMPING: 9-1
 JR0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0520+STABILITY: SURFACE MOTION
 JR0520
 JR0520  HISTORY     - Date     Condition        Report By
 JR0520  HISTORY     - UNK      MONUMENTED       NVGS
 JR0520  HISTORY     - 1951     GOOD             NGS
 JR0520
 JR0520                          STATION DESCRIPTION
 JR0520
 JR0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0520'4.1 MI SW FROM MINDEN.
 JR0520'1.0 MILES NORTHWEST OF THE POST OFFICE AT MINDEN ALONG U.S.
 JR0520'HIGHWAY 395, THENCE 3.1 MILES SOUTH ALONG STATE HIGHWAY 37, ABOUT
 JR0520'0.35 MILES NORTH OF THE MAIN ROAD INTERSECTION AT CENTERVILLE,
 JR0520'155 1/2 FEET NORTH OF THE CENTER OF A GATE, 48.3 FEET WEST OF THE
 JR0520'CENTER LINE OF THE HIGHWAY, 1.1 FEET EAST OF A FENCE, 1.0 FEET
 JR0520'SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY,
 JR0520'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE
 JR0520'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0901 ***********************************************************************
 KR0901  DESIGNATION -  9 1
 KR0901  PID         -  KR0901
 KR0901  STATE/COUNTY-  NV/WASHOE
 KR0901  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR0901
 KR0901                         *CURRENT SURVEY CONTROL
 KR0901  ___________________________________________________________________
 KR0901* NAD 83(1986)-  39 28 48.     (N)    119 47 27.     (W)     SCALED    
 KR0901* NAVD 88     -      1363.859  (meters)    4474.59   (feet)  ADJUSTED  
 KR0901  ___________________________________________________________________
 KR0901  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR0901  DYNAMIC HT  -        1362.611 (meters)    4470.50  (feet)  COMP
 KR0901  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 KR0901
 KR0901  VERT ORDER  -  FIRST     CLASS II
 KR0901
 KR0901.The horizontal coordinates were scaled from a topographic map and have
 KR0901.an estimated accuracy of +/- 6 seconds.
 KR0901
 KR0901.The orthometric height was determined by differential leveling
 KR0901.and adjusted by the National Geodetic Survey in June 1991..
 KR0901
 KR0901.The geoid height was determined by GEOID03.
 KR0901
 KR0901.The dynamic height is computed by dividing the NAVD 88
 KR0901.geopotential number by the normal gravity value computed on the
 KR0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0901.degrees latitude (g = 980.6199 gals.).
 KR0901
 KR0901.The modeled gravity was interpolated from observed gravity values.
 KR0901
 KR0901;                    North         East    Units  Estimated Accuracy
 KR0901;SPC NV W     - 4,525,580.      696,120.      MT  (+/- 180 meters Scaled)
 KR0901
 KR0901                          SUPERSEDED SURVEY CONTROL
 KR0901
 KR0901  NGVD 29 (??/??/92) 1362.777  (m)         4471.04   (f) ADJ UNCH    1 2
 KR0901
 KR0901.Superseded values are not recommended for survey control.
 KR0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0901.See file dsdata.txt to determine how the superseded data were derived.
 KR0901
 KR0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD599737(NAD 83)
 KR0901_MARKER: DD = SURVEY DISK
 KR0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0901_STAMPING: 9-1 4471.118
 KR0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0901+STABILITY: SURFACE MOTION
 KR0901
 KR0901  HISTORY     - Date     Condition        Report By
 KR0901  HISTORY     - UNK      MONUMENTED       CGS
 KR0901  HISTORY     - 1945     GOOD             NGS
 KR0901
 KR0901                          STATION DESCRIPTION
 KR0901
 KR0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 KR0901'3.9 MI S FROM RENO.
 KR0901'ALONG U. S. HIGHWAY 395, 3.9 MILES SOUTH OF RENO, 169 FEET SOUTH OF
 KR0901'DIRT ROAD CROSSING, 35.9 FEET WEST OF CENTER-LINE OF U. S. HIGHWAY
 KR0901'395, 300 FEET WEST OF A LARGE POTATO CELLAR, 6 FEET NORTHWEST OF
 KR0901'TELEPHONE NO. 98LZ, 2 FEET EAST OF FENCE, 1.2 FEET WEST OF WITNESS
 KR0901'POST AND ABOUT 2 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0046 ***********************************************************************
 HQ0046  DESIGNATION -  9 A GUNSITE
 HQ0046  PID         -  HQ0046
 HQ0046  STATE/COUNTY-  NV/NYE
 HQ0046  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0046
 HQ0046                         *CURRENT SURVEY CONTROL
 HQ0046  ___________________________________________________________________
 HQ0046* NAD 83(1994)-  37 50 45.53380(N)    116 42 18.83806(W)     ADJUSTED  
 HQ0046* NAVD 88     -      1630.316  (meters)    5348.80   (feet)  ADJUSTED  
 HQ0046  ___________________________________________________________________
 HQ0046  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 HQ0046  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 HQ0046  DYNAMIC HT  -        1628.493 (meters)    5342.81  (feet)  COMP
 HQ0046  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 HQ0046
 HQ0046  HORZ ORDER  -  SECOND
 HQ0046  VERT ORDER  -  FIRST     CLASS II
 HQ0046
 HQ0046.The horizontal coordinates were established by classical geodetic methods
 HQ0046.and adjusted by the National Geodetic Survey in June 1998..
 HQ0046
 HQ0046.The orthometric height was determined by differential leveling
 HQ0046.and adjusted by the National Geodetic Survey in June 1991..
 HQ0046
 HQ0046.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0046
 HQ0046.The geoid height was determined by GEOID03.
 HQ0046
 HQ0046.The dynamic height is computed by dividing the NAVD 88
 HQ0046.geopotential number by the normal gravity value computed on the
 HQ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0046.degrees latitude (g = 980.6199 gals.).
 HQ0046
 HQ0046.The modeled gravity was interpolated from observed gravity values.
 HQ0046
 HQ0046;                    North         East     Units Scale Factor Converg.
 HQ0046;SPC NV C     - 6,343,510.762   496,605.909   MT  0.99990014   -0 01 25.2
 HQ0046;SPC NV C     -20,812,001.56  1,629,281.22   sFT  0.99990014   -0 01 25.2
 HQ0046;UTM  11      - 4,188,767.514   525,933.834   MT  0.99960828   +0 10 51.1
 HQ0046
 HQ0046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0046!SPC NV C     -   0.99974820  x   0.99990014  =   0.99964836
 HQ0046!UTM  11      -   0.99974820  x   0.99960828  =   0.99935657
 HQ0046
 HQ0046                          SUPERSEDED SURVEY CONTROL
 HQ0046
 HQ0046  NAD 83(1986)-  37 50 45.53048(N)    116 42 18.84618(W) AD(       ) 2
 HQ0046  NAD 27      -  37 50 45.75627(N)    116 42 15.62153(W) AD(       ) 2
 HQ0046  NGVD 29 (07/19/86) 1629.21   (m)         5345.2    (f) LEVELING    3  
 HQ0046
 HQ0046.Superseded values are not recommended for survey control.
 HQ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0046.See file dsdata.txt to determine how the superseded data were derived.
 HQ0046
 HQ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2593488768(NAD 83)
 HQ0046_MARKER: DE = TRAVERSE STATION DISK
 HQ0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0046_STAMPING: 9A GUNSITE 1968
 HQ0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0046+STABILITY: SURFACE MOTION
 HQ0046
 HQ0046  HISTORY     - Date     Condition        Report By
 HQ0046  HISTORY     - 1968     MONUMENTED       CGS
 HQ0046  HISTORY     - 1968     GOOD             CGS
 HQ0046
 HQ0046                          STATION DESCRIPTION
 HQ0046
 HQ0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0046'STATION IS LOCATED ON THE TONOPAH TEST RANCE, WHICH IS
 HQ0046'LOCATED ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT
 HQ0046'4 MILES NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES
 HQ0046'SOUTHEAST OF THE NORTH GUARD GATE, WHICH IS CALLED POINT
 HQ0046'ABLE, AT THE MASTER LAUNCHER AREA.
 HQ0046'
 HQ0046'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 9A
 HQ0046'GUNSITE 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 HQ0046'FLUSH.  IT IS 110 FEET SOUTHWEST OF A WOODEN 4 X 4-INCH
 HQ0046'TELEPHONE CABLE WITNESS POST, 45 FEET WEST OF A DRAINAGE DITCH
 HQ0046'AND 32 FEET SOUTHEAST OF A ROCKET LAUNCHER BOOM SUPPORT POLE.
 HQ0046'
 HQ0046'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MASTER
 HQ0046'LAUNCHER.
 HQ0046
 HQ0046                          STATION RECOVERY (1968)
 HQ0046
 HQ0046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0046'AT TONOPAH TEST RANGE.
 HQ0046'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0046'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 MILES NORTHEAST OF
 HQ0046'THE TEST RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH
 HQ0046'GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE MASTER LAUNCHER
 HQ0046'AREA.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.
 HQ0046'IT IS 110 FEET SOUTHWEST OF A WOODEN 4 X 4-INCH TELEPHONE CABLE
 HQ0046'WITNESS POST, 45 FEET WEST OF A DRAINAGE DITCH AND 32 FEET
 HQ0046'SOUTHEAST OF A ROCKET LAUNCHER BOOM SUPPORT POLE.  NOTE-- A
 HQ0046'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MASTER
 HQ0046'LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0759 ***********************************************************************
 GS0759  DESIGNATION -  9 A HN
 GS0759  PID         -  GS0759
 GS0759  STATE/COUNTY-  NV/NYE
 GS0759  USGS QUAD   -  CAMP DESERT ROCK (1983)
 GS0759
 GS0759                         *CURRENT SURVEY CONTROL
 GS0759  ___________________________________________________________________
 GS0759* NAD 83(1986)-  36 38 32.     (N)    116 05 27.     (W)     SCALED    
 GS0759* NAVD 88     -      1025.276  (meters)    3363.76   (feet)  ADJUSTED  
 GS0759  ___________________________________________________________________
 GS0759  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 GS0759  DYNAMIC HT  -        1024.198 (meters)    3360.22  (feet)  COMP
 GS0759  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 GS0759
 GS0759  VERT ORDER  -  FIRST     CLASS I
 GS0759
 GS0759.The horizontal coordinates were scaled from a topographic map and have
 GS0759.an estimated accuracy of +/- 6 seconds.
 GS0759
 GS0759.The orthometric height was determined by differential leveling
 GS0759.and adjusted by the National Geodetic Survey in May 2004..
 GS0759
 GS0759.The geoid height was determined by GEOID03.
 GS0759
 GS0759.The dynamic height is computed by dividing the NAVD 88
 GS0759.geopotential number by the normal gravity value computed on the
 GS0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0759.degrees latitude (g = 980.6199 gals.).
 GS0759
 GS0759.The modeled gravity was interpolated from observed gravity values.
 GS0759
 GS0759;                    North         East    Units  Estimated Accuracy
 GS0759;SPC NV C     - 6,210,080.      551,490.      MT  (+/- 180 meters Scaled)
 GS0759
 GS0759                          SUPERSEDED SURVEY CONTROL
 GS0759
 GS0759  NAVD 88 (??/??/92) 1025.286  (m)         3363.79   (f) UNKNOWN     3 0
 GS0759  NGVD 29 (05/01/91) 1024.444  (m)         3361.03   (f) ADJUSTED    1 1
 GS0759
 GS0759.Superseded values are not recommended for survey control.
 GS0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0759.See file dsdata.txt to determine how the superseded data were derived.
 GS0759
 GS0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA812555(NAD 83)
 GS0759_MARKER: DD = SURVEY DISK
 GS0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0759_SP_SET: CONCRETE POST
 GS0759_STAMPING: H-N BM 9A 1956 3361.11
 GS0759_MARK LOGO: AEC   
 GS0759_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0759+STABILITY: SURFACE MOTION
 GS0759
 GS0759  HISTORY     - Date     Condition        Report By
 GS0759  HISTORY     - 1956     MONUMENTED       AEC
 GS0759  HISTORY     - 1986     GOOD             USGS
 GS0759  HISTORY     - 1988     GOOD             USGS
 GS0759  HISTORY     - 19910624 GOOD             USGS
 GS0759  HISTORY     - 19930331 GOOD             USGS
 GS0759  HISTORY     - 19950407 GOOD             USGS
 GS0759
 GS0759                          STATION DESCRIPTION
 GS0759
 GS0759'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0759'8.9 KM (5.50 MI) NW FROM MERCURY.
 GS0759'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0759'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0759'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 5.5 MILES, 213 FEET WEST
 GS0759'OF THE HIGHWAY.
 GS0759'THE MARK IS 2 FT  E FROM  A WITNESS POST
 GS0759
 GS0759                          STATION RECOVERY (1988)
 GS0759
 GS0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0759'RECOVERED IN GOOD CONDITION.
 GS0759
 GS0759                          STATION RECOVERY (1991)
 GS0759
 GS0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0759'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0759'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0759'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 5.5 MILES, 213 FEET WEST
 GS0759'OF THE HIGHWAY.
 GS0759
 GS0759                          STATION RECOVERY (1993)
 GS0759
 GS0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0759'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0759'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0759'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 5.5 MILES
 GS0759'(8.9 KM), 213 FEET (64.9 M) WEST OF THE HIGHWAY.
 GS0759
 GS0759                          STATION RECOVERY (1995)
 GS0759
 GS0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0759'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0115 ***********************************************************************
 LS0115  DESIGNATION -  9 C
 LS0115  PID         -  LS0115
 LS0115  STATE/COUNTY-  NV/PERSHING
 LS0115  USGS QUAD   -  LOVELOCK (1987)
 LS0115
 LS0115                         *CURRENT SURVEY CONTROL
 LS0115  ___________________________________________________________________
 LS0115* NAD 83(1986)-  40 13 00.     (N)    118 26 19.     (W)     SCALED    
 LS0115* NAVD 88     -      1219.366  (meters)    4000.54   (feet)  POSTED    
 LS0115  ___________________________________________________________________
 LS0115  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 LS0115  DYNAMIC HT  -        1218.380 (meters)    3997.30  (feet)  COMP
 LS0115  MODELED GRAV-     979,772.8   (mgal)                       NAVD 88
 LS0115
 LS0115  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LS0115
 LS0115.The horizontal coordinates were scaled from a topographic map and have
 LS0115.an estimated accuracy of +/- 6 seconds.
 LS0115
 LS0115.The orthometric height was determined by differential leveling
 LS0115.and adjusted by the National Geodetic Survey in 1992..
 LS0115.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LS0115.rate of 1.1 thru 2.0 mm/km.
 LS0115
 LS0115.The geoid height was determined by GEOID03.
 LS0115
 LS0115.The dynamic height is computed by dividing the NAVD 88
 LS0115.geopotential number by the normal gravity value computed on the
 LS0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0115.degrees latitude (g = 980.6199 gals.).
 LS0115
 LS0115.The modeled gravity was interpolated from observed gravity values.
 LS0115
 LS0115;                    North         East    Units  Estimated Accuracy
 LS0115;SPC NV W     - 4,606,680.      812,320.      MT  (+/- 180 meters Scaled)
 LS0115
 LS0115                          SUPERSEDED SURVEY CONTROL
 LS0115
 LS0115  NGVD 29 (??/??/92) 1218.40   (m)         3997.4    (f) COMPUTED    1 2
 LS0115
 LS0115.Superseded values are not recommended for survey control.
 LS0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0115.See file dsdata.txt to determine how the superseded data were derived.
 LS0115
 LS0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE775527(NAD 83)
 LS0115_MARKER: DD = SURVEY DISK
 LS0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0115_SP_SET: CULVERT
 LS0115_STAMPING: 9 C
 LS0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0115
 LS0115  HISTORY     - Date     Condition        Report By
 LS0115  HISTORY     - UNK      MONUMENTED       BOR
 LS0115  HISTORY     - 1953     GOOD             NGS
 LS0115  HISTORY     - 1986     MARK NOT FOUND   NGS
 LS0115
 LS0115                          STATION DESCRIPTION
 LS0115
 LS0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LS0115'3.1 MI NE FROM LOVELOCK.
 LS0115'3.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LS0115'THE STATION AT LOVELOCK, AT THE CROSSING OF A GRAVELED ROAD, IN THE
 LS0115'TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A 36-INCH
 LS0115'CORRUGATED METAL PIPE CULVERT UNDER THE ROAD, 43.2 FEET WEST OF THE
 LS0115'WEST RAIL, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1
 LS0115'FOOT LOWER THAN THE TRACK.
 LS0115
 LS0115                          STATION RECOVERY (1986)
 LS0115
 LS0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0115'NOT RECOVERED.  A NEW BRIDGE HAS BEEN BUILT.  THE OLD HEADWALL IS
 LS0115'GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0490 ***********************************************************************
 JR0490  DESIGNATION -  9 D
 JR0490  PID         -  JR0490
 JR0490  STATE/COUNTY-  NV/DOUGLAS
 JR0490  USGS QUAD   -  MINDEN (1982)
 JR0490
 JR0490                         *CURRENT SURVEY CONTROL
 JR0490  ___________________________________________________________________
 JR0490* NAD 83(1986)-  38 58 17.     (N)    119 50 16.     (W)     SCALED    
 JR0490* NAVD 88     -      1431.72   (+/-2cm)    4697.2    (feet)  VERTCON   
 JR0490  ___________________________________________________________________
 JR0490  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 JR0490
 JR0490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0490
 JR0490.The horizontal coordinates were scaled from a topographic map and have
 JR0490.an estimated accuracy of +/- 6 seconds.
 JR0490
 JR0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0490.The vertical order pertains to the NGVD 29 superseded value.
 JR0490
 JR0490.The geoid height was determined by GEOID03.
 JR0490
 JR0490;                    North         East    Units  Estimated Accuracy
 JR0490;SPC NV W     - 4,469,170.      691,300.      MT  (+/- 180 meters Scaled)
 JR0490
 JR0490                          SUPERSEDED SURVEY CONTROL
 JR0490
 JR0490  NGVD 29 (??/??/92) 1430.559  (m)         4693.43   (f) ADJ UNCH    2 0
 JR0490
 JR0490.Superseded values are not recommended for survey control.
 JR0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0490.See file dsdata.txt to determine how the superseded data were derived.
 JR0490
 JR0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD541174(NAD 83)
 JR0490_MARKER: DD = SURVEY DISK
 JR0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0490_STAMPING: 9-D
 JR0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0490+STABILITY: SURFACE MOTION
 JR0490
 JR0490  HISTORY     - Date     Condition        Report By
 JR0490  HISTORY     - UNK      MONUMENTED       BOR
 JR0490  HISTORY     - 1951     GOOD             NGS
 JR0490
 JR0490                          STATION DESCRIPTION
 JR0490
 JR0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0490'2.6 MI S FROM GENOA.
 JR0490'ABOUT 2.5 MILES SOUTH ALONG THE FOOTHILL ROAD FROM THE GENERAL
 JR0490'STORE IN GENOA, AT THE T JUNCTION OF STATE HIGHWAY 19 LEADING
 JR0490'EAST, 49 FEET EAST OF THE CENTER LINE OF THE NORTH AND SOUTH
 JR0490'HIGHWAY, 30 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 19,
 JR0490'15 1/2 FEET EAST OF A 6-INCH BY 6-INCH WOODEN POST STENCILED
 JR0490'USBM, 2 1/2 FEET NORTHWEST OF TELEGRAPH POLE NO. 11471, ABOUT
 JR0490'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JR0490'PROJECTING 0.1 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0405 ***********************************************************************
 HP0405  DESIGNATION -  9 DOR
 HP0405  PID         -  HP0405
 HP0405  STATE/COUNTY-  NV/LINCOLN
 HP0405  USGS QUAD   -  WHITE RIVER NARROWS (1970)
 HP0405
 HP0405                         *CURRENT SURVEY CONTROL
 HP0405  ___________________________________________________________________
 HP0405* NAD 83(1986)-  37 49 38.     (N)    115 02 23.     (W)     SCALED    
 HP0405* NAVD 88     -      1381.888  (meters)    4533.74   (feet)  ADJUSTED  
 HP0405  ___________________________________________________________________
 HP0405  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 HP0405  DYNAMIC HT  -        1380.415 (meters)    4528.91  (feet)  COMP
 HP0405  MODELED GRAV-     979,516.3   (mgal)                       NAVD 88
 HP0405
 HP0405  VERT ORDER  -  SECOND    CLASS 0
 HP0405
 HP0405.The horizontal coordinates were scaled from a topographic map and have
 HP0405.an estimated accuracy of +/- 6 seconds.
 HP0405
 HP0405.The orthometric height was determined by differential leveling
 HP0405.and adjusted by the National Geodetic Survey in June 1991..
 HP0405
 HP0405.The geoid height was determined by GEOID03.
 HP0405
 HP0405.The dynamic height is computed by dividing the NAVD 88
 HP0405.geopotential number by the normal gravity value computed on the
 HP0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0405.degrees latitude (g = 980.6199 gals.).
 HP0405
 HP0405.The modeled gravity was interpolated from observed gravity values.
 HP0405
 HP0405;                    North         East    Units  Estimated Accuracy
 HP0405;SPC NV E     - 8,341,570.      247,850.      MT  (+/- 180 meters Scaled)
 HP0405
 HP0405                          SUPERSEDED SURVEY CONTROL
 HP0405
 HP0405  NGVD 29 (??/??/92) 1380.92   (m)         4530.6    (f) COMPUTED    2 0
 HP0405
 HP0405.Superseded values are not recommended for survey control.
 HP0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0405.See file dsdata.txt to determine how the superseded data were derived.
 HP0405
 HP0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB725884(NAD 83)
 HP0405_MARKER: DD = SURVEY DISK
 HP0405_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HP0405_SP_SET: UNSPECIFIED ROCK
 HP0405_STAMPING: 9 DOR 1968 4531
 HP0405_MARK LOGO: USGS  
 HP0405_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0405+SATELLITE: SATELLITE OBSERVATIONS - 1968
 HP0405
 HP0405  HISTORY     - Date     Condition        Report By
 HP0405  HISTORY     - 1968     MONUMENTED       USGS
 HP0405
 HP0405                          STATION DESCRIPTION
 HP0405
 HP0405'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0405'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 21.5 MILES NORTHEAST
 HP0405'ALONG HIGHWAY 38, AT THE BASE OF A SOUTHWEST WALL OF A CANYON, 100
 HP0405'FEET SOUTHWEST AND 5 FEET HIGHER THAN THE ROAD, 66 FEET SOUTHWEST OF A
 HP0405'BLADED DRAIN, 3 FEET NORTHWEST OF A WITNESS SIGN, AT THE BASE OF THE
 HP0405'SOUTHWEST WALL OF A CANYON, IN AN IGNEOUS OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0497 ***********************************************************************
 HP0497  DESIGNATION -  9 DOR
 HP0497  PID         -  HP0497
 HP0497  STATE/COUNTY-  NV/LINCOLN
 HP0497  USGS QUAD   -  UVADA (1972)
 HP0497
 HP0497                         *CURRENT SURVEY CONTROL
 HP0497  ___________________________________________________________________
 HP0497* NAD 83(1986)-  37 40 41.     (N)    114 07 24.     (W)     SCALED    
 HP0497* NAVD 88     -      1806.003  (meters)    5925.19   (feet)  POSTED    
 HP0497  ___________________________________________________________________
 HP0497  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 HP0497  DYNAMIC HT  -        1803.910 (meters)    5918.33  (feet)  COMP
 HP0497  MODELED GRAV-     979,407.5   (mgal)                       NAVD 88
 HP0497
 HP0497  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0497
 HP0497.The horizontal coordinates were scaled from a topographic map and have
 HP0497.an estimated accuracy of +/- 6 seconds.
 HP0497
 HP0497.The orthometric height was determined by differential leveling
 HP0497.and adjusted by the National Geodetic Survey in 1992..
 HP0497.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0497.rate of 0.0 thru 1.0 mm/km.
 HP0497
 HP0497.The geoid height was determined by GEOID03.
 HP0497
 HP0497.The dynamic height is computed by dividing the NAVD 88
 HP0497.geopotential number by the normal gravity value computed on the
 HP0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0497.degrees latitude (g = 980.6199 gals.).
 HP0497
 HP0497.The modeled gravity was interpolated from observed gravity values.
 HP0497
 HP0497;                    North         East    Units  Estimated Accuracy
 HP0497;SPC NV E     - 8,325,880.      328,790.      MT  (+/- 180 meters Scaled)
 HP0497
 HP0497                          SUPERSEDED SURVEY CONTROL
 HP0497
 HP0497.No superseded survey control is available for this station.
 HP0497
 HP0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB536739(NAD 83)
 HP0497_MARKER: DD = SURVEY DISK
 HP0497_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0497_SP_SET: COPPER-CLAD STEEL ROD
 HP0497_STAMPING: 9 DOR 1972 5921
 HP0497_MARK LOGO: USGS  
 HP0497_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0497+SATELLITE: SATELLITE OBSERVATIONS - 1972
 HP0497
 HP0497  HISTORY     - Date     Condition        Report By
 HP0497  HISTORY     - 1972     MONUMENTED       USGS
 HP0497
 HP0497                          STATION DESCRIPTION
 HP0497
 HP0497'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HP0497'AT THE RAILROAD CROSSING IN CRESTLINE, PROCEED 1.1 MILES NORTHEAST
 HP0497'ALONG THE RAILROAD, AT MILEPOST 495, 95 FEET WEST AND 8 FEET LOWER
 HP0497'THAN THE TRACKS, 13 FEET SOUTH OF A TELEPHONE POLE, 8 FEET EAST OF A
 HP0497'FENCE, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO REFUSAL ENCASED BY A
 HP0497'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0568 ***********************************************************************
 JP0568  DESIGNATION -  9 DOR
 JP0568  PID         -  JP0568
 JP0568  STATE/COUNTY-  NV/LINCOLN
 JP0568  USGS QUAD   -  SHINGLE PASS SE (1980)
 JP0568
 JP0568                         *CURRENT SURVEY CONTROL
 JP0568  ___________________________________________________________________
 JP0568* NAD 83(1986)-  38 35 20.     (N)    114 46 38.     (W)     SCALED    
 JP0568* NAVD 88     -      1948.349  (meters)    6392.21   (feet)  ADJUSTED  
 JP0568  ___________________________________________________________________
 JP0568  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 JP0568  DYNAMIC HT  -        1946.206 (meters)    6385.18  (feet)  COMP
 JP0568  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 JP0568
 JP0568  VERT ORDER  -  SECOND    CLASS 0
 JP0568
 JP0568.The horizontal coordinates were scaled from a topographic map and have
 JP0568.an estimated accuracy of +/- 6 seconds.
 JP0568
 JP0568.The orthometric height was determined by differential leveling
 JP0568.and adjusted by the National Geodetic Survey in August 1995..
 JP0568
 JP0568.The geoid height was determined by GEOID03.
 JP0568
 JP0568.The dynamic height is computed by dividing the NAVD 88
 JP0568.geopotential number by the normal gravity value computed on the
 JP0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0568.degrees latitude (g = 980.6199 gals.).
 JP0568
 JP0568.The modeled gravity was interpolated from observed gravity values.
 JP0568
 JP0568;                    North         East    Units  Estimated Accuracy
 JP0568;SPC NV E     - 8,426,270.      270,230.      MT  (+/- 180 meters Scaled)
 JP0568
 JP0568                          SUPERSEDED SURVEY CONTROL
 JP0568
 JP0568.No superseded survey control is available for this station.
 JP0568
 JP0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC935735(NAD 83)
 JP0568_MARKER: DD = SURVEY DISK
 JP0568_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0568_SP_SET: COPPER-CLAD STEEL ROD
 JP0568_STAMPING: 9 DOR 1971 6388
 JP0568_MARK LOGO: USGS  
 JP0568_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0568
 JP0568  HISTORY     - Date     Condition        Report By
 JP0568  HISTORY     - 1971     MONUMENTED       USGS
 JP0568
 JP0568                          STATION DESCRIPTION
 JP0568
 JP0568'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0568'FROM THE POST OFFICE AT PIOCHE, PROCEED 48.0 MILES NORTH ALONG U S
 JP0568'HIGHWAY 93 TO A T-ROAD WEST, THENCE 7.8 MILES WEST, 30 FEET EAST OF
 JP0568'AND 1 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A
 JP0568'WITNESS POST, A 5/8 INCH COPPER COATED ROD DRIVEN TO REFUSAL ENCASED
 JP0568'IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0452 ***********************************************************************
 KP0452  DESIGNATION -  9 DOR
 KP0452  PID         -  KP0452
 KP0452  STATE/COUNTY-  NV/WHITE PINE
 KP0452  USGS QUAD   -  CONNORS PASS (1993)
 KP0452
 KP0452                         *CURRENT SURVEY CONTROL
 KP0452  ___________________________________________________________________
 KP0452* NAD 83(1986)-  39 02 19.     (N)    114 42 45.     (W)     SCALED    
 KP0452* NAVD 88     -      2125.702  (meters)    6974.07   (feet)  ADJUSTED  
 KP0452  ___________________________________________________________________
 KP0452  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 KP0452  DYNAMIC HT  -        2123.302 (meters)    6966.20  (feet)  COMP
 KP0452  MODELED GRAV-     979,422.5   (mgal)                       NAVD 88
 KP0452
 KP0452  VERT ORDER  -  SECOND    CLASS 0
 KP0452
 KP0452.The horizontal coordinates were scaled from a topographic map and have
 KP0452.an estimated accuracy of +/- 6 seconds.
 KP0452
 KP0452.The orthometric height was determined by differential leveling
 KP0452.and adjusted by the National Geodetic Survey in August 1995..
 KP0452
 KP0452.The geoid height was determined by GEOID03.
 KP0452
 KP0452.The dynamic height is computed by dividing the NAVD 88
 KP0452.geopotential number by the normal gravity value computed on the
 KP0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0452.degrees latitude (g = 980.6199 gals.).
 KP0452
 KP0452.The modeled gravity was interpolated from observed gravity values.
 KP0452
 KP0452;                    North         East    Units  Estimated Accuracy
 KP0452;SPC NV E     - 8,476,250.      275,390.      MT  (+/- 180 meters Scaled)
 KP0452
 KP0452                          SUPERSEDED SURVEY CONTROL
 KP0452
 KP0452.No superseded survey control is available for this station.
 KP0452
 KP0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD979235(NAD 83)
 KP0452_MARKER: DD = SURVEY DISK
 KP0452_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KP0452_SP_SET: COPPER-CLAD STEEL ROD
 KP0452_STAMPING: 9 DOR 1973 6970
 KP0452_MARK LOGO: USGS  
 KP0452_MAGNETIC: I = MARKER IS A STEEL ROD
 KP0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0452
 KP0452  HISTORY     - Date     Condition        Report By
 KP0452  HISTORY     - 1973     MONUMENTED       USGS
 KP0452
 KP0452                          STATION DESCRIPTION
 KP0452
 KP0452'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 KP0452'FROM THE JUNCTION WITH U S HIGHWAY 50A IN EAST ELY, PROCEED 17.5 MILES
 KP0452'SOUTHEAST ALONG U S HIGHWAY 6 TO THE TOP OF A SLIGHT RISE, 160 FEET
 KP0452'WEST OF A WITNESS POST MARKED  FAP107B , 75 FEET SOUTH OF AND 9 FEET
 KP0452'HIGHER THAN THE CENTERLINE OF THE HIGHWAY,  A 5/8 INCH COPPER COATED
 KP0452'ROD DRIVEN TO REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0268 ***********************************************************************
 LS0268  DESIGNATION -  9 E
 LS0268  PID         -  LS0268
 LS0268  STATE/COUNTY-  NV/PERSHING
 LS0268  USGS QUAD   -  LOVELOCK (1987)
 LS0268
 LS0268                         *CURRENT SURVEY CONTROL
 LS0268  ___________________________________________________________________
 LS0268* NAD 83(1986)-  40 13 51.     (N)    118 25 39.     (W)     SCALED    
 LS0268* NAVD 88     -      1221.028  (meters)    4005.99   (feet)  ADJUSTED  
 LS0268  ___________________________________________________________________
 LS0268  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 LS0268  DYNAMIC HT  -        1220.039 (meters)    4002.74  (feet)  COMP
 LS0268  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 LS0268
 LS0268  VERT ORDER  -  SECOND    CLASS 0
 LS0268
 LS0268.The horizontal coordinates were scaled from a topographic map and have
 LS0268.an estimated accuracy of +/- 6 seconds.
 LS0268
 LS0268.The orthometric height was determined by differential leveling
 LS0268.and adjusted by the National Geodetic Survey in June 1991..
 LS0268
 LS0268.The geoid height was determined by GEOID03.
 LS0268
 LS0268.The dynamic height is computed by dividing the NAVD 88
 LS0268.geopotential number by the normal gravity value computed on the
 LS0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0268.degrees latitude (g = 980.6199 gals.).
 LS0268
 LS0268.The modeled gravity was interpolated from observed gravity values.
 LS0268
 LS0268;                    North         East    Units  Estimated Accuracy
 LS0268;SPC NV W     - 4,608,250.      813,260.      MT  (+/- 180 meters Scaled)
 LS0268
 LS0268                          SUPERSEDED SURVEY CONTROL
 LS0268
 LS0268  NGVD 29 (??/??/92) 1220.07   (m)         4002.8    (f) COMPUTED    2 0
 LS0268
 LS0268.Superseded values are not recommended for survey control.
 LS0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0268.See file dsdata.txt to determine how the superseded data were derived.
 LS0268
 LS0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE785543(NAD 83)
 LS0268_MARKER: DD = SURVEY DISK
 LS0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LS0268_SP_SET: BRIDGE
 LS0268_STAMPING: 9 - E
 LS0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LS0268
 LS0268  HISTORY     - Date     Condition        Report By
 LS0268  HISTORY     - UNK      MONUMENTED       BOR
 LS0268  HISTORY     - 1951     GOOD             NGS
 LS0268
 LS0268                          STATION DESCRIPTION
 LS0268
 LS0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0268'6.3 MI NE FROM LOVELOCK.
 LS0268'3.6 MILES NORTH ALONG CENTRAL STREET FROM THE COURTHOUSE IN LOVELOCK,
 LS0268'THENCE 1.0 MILE EAST ON A GRAVEL ROAD AND 1.1 MILE EAST ON A PAVED
 LS0268'ROAD, THENCE 0.6 MILE EAST ALONG ANOTHER GRAVEL ROAD, AT A
 LS0268'DIVERSIONARY DAM FOR IRRIGATION CANALS, SET IN THE TOP OF THE
 LS0268'SOUTHWEST WINGWALL OF A BRIDGE OVER THE CANAL AT THE DAM, AT THE
 LS0268'INTERSECTION OF ROADS RUNNING EAST AND WEST AND NORTH AND SOUTH, 100
 LS0268'FEET SOUTHWEST OF THE CENTER LINE AND CENTER OF THE INTERSECTION, 72
 LS0268'FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 40.5 FEET
 LS0268'SOUTHEAST AND ACROSS THE ROAD FROM A GAUGING STATION, 19 1/2 FEET
 LS0268'SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 6.4 FEET SOUTHWEST
 LS0268'OF THE SOUTHWEST CORNER OF THE BRIDGE, 5.1 FEET NORTHEAST OF THE
 LS0268'SOUTHWEST END OF THE WINGWALL, AND SET ABOUT 0.6 FEET LOWER THAN THE
 LS0268'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0531 ***********************************************************************
 JR0531  DESIGNATION -  9 E
 JR0531  PID         -  JR0531
 JR0531  STATE/COUNTY-  NV/DOUGLAS
 JR0531  USGS QUAD   -  MINDEN (1982)
 JR0531
 JR0531                         *CURRENT SURVEY CONTROL
 JR0531  ___________________________________________________________________
 JR0531* NAD 83(1986)-  38 58 16.     (N)    119 49 04.     (W)     SCALED    
 JR0531* NAVD 88     -      1427.13   (+/-2cm)    4682.2    (feet)  VERTCON   
 JR0531  ___________________________________________________________________
 JR0531  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 JR0531
 JR0531  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0531
 JR0531.The horizontal coordinates were scaled from a topographic map and have
 JR0531.an estimated accuracy of +/- 6 seconds.
 JR0531
 JR0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0531.The vertical order pertains to the NGVD 29 superseded value.
 JR0531
 JR0531.The geoid height was determined by GEOID03.
 JR0531
 JR0531;                    North         East    Units  Estimated Accuracy
 JR0531;SPC NV W     - 4,469,120.      693,030.      MT  (+/- 180 meters Scaled)
 JR0531
 JR0531                          SUPERSEDED SURVEY CONTROL
 JR0531
 JR0531  NGVD 29 (??/??/92) 1425.986  (m)         4678.42   (f) ADJ UNCH    2 0
 JR0531
 JR0531.Superseded values are not recommended for survey control.
 JR0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0531.See file dsdata.txt to determine how the superseded data were derived.
 JR0531
 JR0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD558173(NAD 83)
 JR0531_MARKER: DD = SURVEY DISK
 JR0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0531_SP_SET: CULVERT
 JR0531_STAMPING: 9-E
 JR0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0531
 JR0531  HISTORY     - Date     Condition        Report By
 JR0531  HISTORY     - UNK      MONUMENTED       BOR
 JR0531  HISTORY     - 1951     GOOD             NGS
 JR0531
 JR0531                          STATION DESCRIPTION
 JR0531
 JR0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0531'3.8 MI NW FROM MINDEN.
 JR0531'ABOUT 1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST
 JR0531'OFFICE AT MINDEN, THENCE 2.1 MILES WEST ALONG STATE HIGHWAY 19,
 JR0531'ON THE TOP AND IN THE CENTER OF THE NORTH HEADWALL OF A 6-FOOT
 JR0531'BY 6-FOOT CONCRETE BOX TYPE CULVERT, AT THE T JUNCTION OF A
 JR0531'TRACK ROAD LEADING SOUTH ALONG AN IRRIGATION CANAL, 131 FEET
 JR0531'WEST OF THE WEST END OF A LARGE BRIDGE, 18 FEET NORTH OF THE
 JR0531'CENTER LINE OF THE HIGHWAY, AND SET ABOUT 1/2-FOOT LOWER THAN THE
 JR0531'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0266 ***********************************************************************
 LS0266  DESIGNATION -  9 F
 LS0266  PID         -  LS0266
 LS0266  STATE/COUNTY-  NV/PERSHING
 LS0266  USGS QUAD   -  LOVELOCK (1987)
 LS0266
 LS0266                         *CURRENT SURVEY CONTROL
 LS0266  ___________________________________________________________________
 LS0266* NAD 83(1986)-  40 13 52.     (N)    118 26 15.     (W)     SCALED    
 LS0266* NAVD 88     -      1221.282  (meters)    4006.82   (feet)  ADJUSTED  
 LS0266  ___________________________________________________________________
 LS0266  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 LS0266  DYNAMIC HT  -        1220.291 (meters)    4003.57  (feet)  COMP
 LS0266  MODELED GRAV-     979,771.7   (mgal)                       NAVD 88
 LS0266
 LS0266  VERT ORDER  -  SECOND    CLASS 0
 LS0266
 LS0266.The horizontal coordinates were scaled from a topographic map and have
 LS0266.an estimated accuracy of +/- 6 seconds.
 LS0266
 LS0266.The orthometric height was determined by differential leveling
 LS0266.and adjusted by the National Geodetic Survey in June 1991..
 LS0266
 LS0266.The geoid height was determined by GEOID03.
 LS0266
 LS0266.The dynamic height is computed by dividing the NAVD 88
 LS0266.geopotential number by the normal gravity value computed on the
 LS0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0266.degrees latitude (g = 980.6199 gals.).
 LS0266
 LS0266.The modeled gravity was interpolated from observed gravity values.
 LS0266
 LS0266;                    North         East    Units  Estimated Accuracy
 LS0266;SPC NV W     - 4,608,280.      812,410.      MT  (+/- 180 meters Scaled)
 LS0266
 LS0266                          SUPERSEDED SURVEY CONTROL
 LS0266
 LS0266  NGVD 29 (??/??/92) 1220.32   (m)         4003.7    (f) COMPUTED    2 0
 LS0266
 LS0266.Superseded values are not recommended for survey control.
 LS0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0266.See file dsdata.txt to determine how the superseded data were derived.
 LS0266
 LS0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE777544(NAD 83)
 LS0266_MARKER: DD = SURVEY DISK
 LS0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0266_STAMPING: 9 - F
 LS0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0266+STABILITY: SURFACE MOTION
 LS0266
 LS0266  HISTORY     - Date     Condition        Report By
 LS0266  HISTORY     - UNK      MONUMENTED       BOR
 LS0266  HISTORY     - 1951     GOOD             NGS
 LS0266
 LS0266                          STATION DESCRIPTION
 LS0266
 LS0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0266'5.6 MI NE FROM LOVELOCK.
 LS0266'3.5 MILES NORTH ALONG CENTRAL STREET FROM THE COURTHOUSE IN LOVELOCK,
 LS0266'THENCE 1.0 MILE EAST ALONG A GRAVEL ROAD AND 1.1 MILES EAST ALONG A
 LS0266'PAVED ROAD, AT AN INTERSECTION OF PAVED ROADS LEADING WEST AND SOUTH
 LS0266'AND GRAVEL ROADS LEADING NORTH AND EAST, 289 1/2 FEET NORTHEAST OF
 LS0266'BENCH MARK NO. 4, 53 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION,
 LS0266'46 FEET NORTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 24 FEET
 LS0266'EAST OF THE NORTH AND SOUTH ROAD, 21.4 FEET NORTH OF POWER LINE POLE
 LS0266'NO. 18690, 17.4 FEET NORTH OF A FENCE CORNER POST, 1.7 FEET SOUTH OF A
 LS0266'WITNESS POST, ABOUT 2 FEET LOWER THAN THE PAVED ROAD, SET IN THE TOP
 LS0266'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND AND ENCASED IN
 LS0266'A TIN PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0533 ***********************************************************************
 JR0533  DESIGNATION -  9 F
 JR0533  PID         -  JR0533
 JR0533  STATE/COUNTY-  NV/DOUGLAS
 JR0533  USGS QUAD   -  MINDEN (1982)
 JR0533
 JR0533                         *CURRENT SURVEY CONTROL
 JR0533  ___________________________________________________________________
 JR0533* NAD 83(1986)-  38 58 16.     (N)    119 47 58.     (W)     SCALED    
 JR0533* NAVD 88     -      1430.09   (+/-2cm)    4691.9    (feet)  VERTCON   
 JR0533  ___________________________________________________________________
 JR0533  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 JR0533
 JR0533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0533
 JR0533.The horizontal coordinates were scaled from a topographic map and have
 JR0533.an estimated accuracy of +/- 6 seconds.
 JR0533
 JR0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0533.The vertical order pertains to the NGVD 29 superseded value.
 JR0533
 JR0533.The geoid height was determined by GEOID03.
 JR0533
 JR0533;                    North         East    Units  Estimated Accuracy
 JR0533;SPC NV W     - 4,469,100.      694,620.      MT  (+/- 180 meters Scaled)
 JR0533
 JR0533                          SUPERSEDED SURVEY CONTROL
 JR0533
 JR0533  NGVD 29 (??/??/92) 1428.957  (m)         4688.17   (f) ADJ UNCH    2 0
 JR0533
 JR0533.Superseded values are not recommended for survey control.
 JR0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0533.See file dsdata.txt to determine how the superseded data were derived.
 JR0533
 JR0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD574172(NAD 83)
 JR0533_MARKER: DD = SURVEY DISK
 JR0533_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JR0533_SP_SET: BRIDGE
 JR0533_STAMPING: 9-F
 JR0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0533
 JR0533  HISTORY     - Date     Condition        Report By
 JR0533  HISTORY     - UNK      MONUMENTED       BOR
 JR0533  HISTORY     - 1951     GOOD             NGS
 JR0533
 JR0533                          STATION DESCRIPTION
 JR0533
 JR0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0533'2.8 MI NW FROM MINDEN.
 JR0533'ABOUT 1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST
 JR0533'OFFICE AT MINDEN, THENCE 1.1 MILES WEST ALONG STATE HIGHWAY NO.
 JR0533'19, AT THE WEST END OF THE NORTH CONCRETE CURBING OF THE LARGE
 JR0533'BRIDGE OVER THE EAST FORK OF CARSON RIVER, 1.1 MILES WEST OF
 JR0533'BL - 5 (BOR ), 13 1/2 FEET NORTH OF THE CENTER LINE OF THE
 JR0533'HIGHWAY, 0.6 FEET EAST OF THE WEST END OF THE BRIDGE, AND SET
 JR0533'0.7 FEET HIGHER THAN THE FLOORING OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0424 ***********************************************************************
 NW0424  DESIGNATION -  9 FMK
 NW0424  PID         -  NW0424
 NW0424  STATE/COUNTY-  NV/HUMBOLDT
 NW0424  USGS QUAD   -  STAR VALLEY (1973)
 NW0424
 NW0424                         *CURRENT SURVEY CONTROL
 NW0424  ___________________________________________________________________
 NW0424* NAD 83(1986)-  42 02 08.     (N)    116 57 55.     (W)     SCALED    
 NW0424* NAVD 88     -      1554.986  (meters)    5101.65   (feet)  POSTED    
 NW0424  ___________________________________________________________________
 NW0424  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 NW0424  DYNAMIC HT  -        1553.910 (meters)    5098.12  (feet)  COMP
 NW0424  MODELED GRAV-     979,872.3   (mgal)                       NAVD 88
 NW0424
 NW0424  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0424
 NW0424.The horizontal coordinates were scaled from a topographic map and have
 NW0424.an estimated accuracy of +/- 6 seconds.
 NW0424
 NW0424.The orthometric height was determined by differential leveling
 NW0424.and adjusted by the National Geodetic Survey in 1992..
 NW0424.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0424.rate of 0.0 thru 1.0 mm/km.
 NW0424
 NW0424.The geoid height was determined by GEOID03.
 NW0424
 NW0424.The dynamic height is computed by dividing the NAVD 88
 NW0424.geopotential number by the normal gravity value computed on the
 NW0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0424.degrees latitude (g = 980.6199 gals.).
 NW0424
 NW0424.The modeled gravity was interpolated from observed gravity values.
 NW0424
 NW0424;                    North         East    Units  Estimated Accuracy
 NW0424;SPC NV W     - 4,809,910.      933,970.      MT  (+/- 180 meters Scaled)
 NW0424
 NW0424                          SUPERSEDED SURVEY CONTROL
 NW0424
 NW0424.No superseded survey control is available for this station.
 NW0424
 NW0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG028537(NAD 83)
 NW0424_MARKER: DD = SURVEY DISK
 NW0424_SETTING: 66 = SET IN ROCK OUTCROP
 NW0424_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0424_STAMPING: 9 FMK 1973 5098
 NW0424_MARK LOGO: USGS  
 NW0424_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0424+STABILITY: POSITION/ELEVATION WELL
 NW0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0424+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0424
 NW0424  HISTORY     - Date     Condition        Report By
 NW0424  HISTORY     - 1973     MONUMENTED       USGS
 NW0424
 NW0424                          STATION DESCRIPTION
 NW0424
 NW0424'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0424'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0424'ROAD, THENCE 0.5 MILES NORTHWEST ALONG A DIRT ROAD, 107 FEET WEST OF
 NW0424'THE CENTERLINE OF THE ROAD, 43 FEET NORTH OF A PROMINENT VERTICAL
 NW0424'OUTCROP, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0538 ***********************************************************************
 MU0538  DESIGNATION -  9 FMK
 MU0538  PID         -  MU0538
 MU0538  STATE/COUNTY-  NV/ELKO
 MU0538  USGS QUAD   -  SCRAPER SPRINGS (1977)
 MU0538
 MU0538                         *CURRENT SURVEY CONTROL
 MU0538  ___________________________________________________________________
 MU0538* NAD 83(1986)-  41 15 31.     (N)    116 41 02.     (W)     SCALED    
 MU0538* NAVD 88     -      1613.939  (meters)    5295.06   (feet)  POSTED    
 MU0538  ___________________________________________________________________
 MU0538  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 MU0538  DYNAMIC HT  -        1612.670 (meters)    5290.90  (feet)  COMP
 MU0538  MODELED GRAV-     979,777.8   (mgal)                       NAVD 88
 MU0538
 MU0538  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0538
 MU0538.The horizontal coordinates were scaled from a topographic map and have
 MU0538.an estimated accuracy of +/- 6 seconds.
 MU0538
 MU0538.The orthometric height was determined by differential leveling
 MU0538.and adjusted by the National Geodetic Survey in 1992..
 MU0538.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0538.rate of 0.0 thru 1.0 mm/km.
 MU0538
 MU0538.The geoid height was determined by GEOID03.
 MU0538
 MU0538.The dynamic height is computed by dividing the NAVD 88
 MU0538.geopotential number by the normal gravity value computed on the
 MU0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0538.degrees latitude (g = 980.6199 gals.).
 MU0538
 MU0538.The modeled gravity was interpolated from observed gravity values.
 MU0538
 MU0538;                    North         East    Units  Estimated Accuracy
 MU0538;SPC NV E     - 8,722,950.      107,780.      MT  (+/- 180 meters Scaled)
 MU0538
 MU0538                          SUPERSEDED SURVEY CONTROL
 MU0538
 MU0538.No superseded survey control is available for this station.
 MU0538
 MU0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF264675(NAD 83)
 MU0538_MARKER: DD = SURVEY DISK
 MU0538_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0538_SP_SET: COPPER-CLAD STEEL ROD
 MU0538_STAMPING: 9 FMK 1973 5292
 MU0538_MARK LOGO: USGS  
 MU0538_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0538+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0538
 MU0538  HISTORY     - Date     Condition        Report By
 MU0538  HISTORY     - 1973     MONUMENTED       USGS
 MU0538
 MU0538                          STATION DESCRIPTION
 MU0538
 MU0538'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0538'FROM MIDAS, NEVADA, PROCEED 2.5 MILES SOUTH ALONG ROAD, THENCE 4.1
 MU0538'MILES EAST ALONG GRAVEL ROAD, THENCE 3.7 MILES NORTH ALONG DIRT ROAD,
 MU0538'120 FEET WEST OF THE CENTER OF A Y-ROAD, 3 FEET SOUTH OF A SMALL
 MU0538'CAIRN, SET ON A COPPER-COATED ROD ENCASED IN 6-INCH BLACK PIPE
 MU0538'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0263 ***********************************************************************
 LS0263  DESIGNATION -  9 G
 LS0263  PID         -  LS0263
 LS0263  STATE/COUNTY-  NV/PERSHING
 LS0263  USGS QUAD   -  LOVELOCK (1987)
 LS0263
 LS0263                         *CURRENT SURVEY CONTROL
 LS0263  ___________________________________________________________________
 LS0263* NAD 83(1986)-  40 13 52.     (N)    118 27 25.     (W)     SCALED    
 LS0263* NAVD 88     -      1220.955  (meters)    4005.75   (feet)  ADJUSTED  
 LS0263  ___________________________________________________________________
 LS0263  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 LS0263  DYNAMIC HT  -        1219.966 (meters)    4002.51  (feet)  COMP
 LS0263  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 LS0263
 LS0263  VERT ORDER  -  SECOND    CLASS 0
 LS0263
 LS0263.The horizontal coordinates were scaled from a topographic map and have
 LS0263.an estimated accuracy of +/- 6 seconds.
 LS0263
 LS0263.The orthometric height was determined by differential leveling
 LS0263.and adjusted by the National Geodetic Survey in June 1991..
 LS0263
 LS0263.The geoid height was determined by GEOID03.
 LS0263
 LS0263.The dynamic height is computed by dividing the NAVD 88
 LS0263.geopotential number by the normal gravity value computed on the
 LS0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0263.degrees latitude (g = 980.6199 gals.).
 LS0263
 LS0263.The modeled gravity was interpolated from observed gravity values.
 LS0263
 LS0263;                    North         East    Units  Estimated Accuracy
 LS0263;SPC NV W     - 4,608,280.      810,760.      MT  (+/- 180 meters Scaled)
 LS0263
 LS0263                          SUPERSEDED SURVEY CONTROL
 LS0263
 LS0263  NGVD 29 (??/??/92) 1219.99   (m)         4002.6    (f) COMPUTED    2 0
 LS0263
 LS0263.Superseded values are not recommended for survey control.
 LS0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0263.See file dsdata.txt to determine how the superseded data were derived.
 LS0263
 LS0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE760544(NAD 83)
 LS0263_MARKER: DD = SURVEY DISK
 LS0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0263_SP_SET: HEAD GATE
 LS0263_STAMPING: 9 - G
 LS0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0263
 LS0263  HISTORY     - Date     Condition        Report By
 LS0263  HISTORY     - UNK      MONUMENTED       BOR
 LS0263  HISTORY     - 1951     GOOD             NGS
 LS0263
 LS0263                          STATION DESCRIPTION
 LS0263
 LS0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0263'4.55 MI N FROM LOVELOCK.
 LS0263'3.55 MILES NORTH ALONG CENTRAL STREET FROM THE COURTHOUSE IN LOVELOCK,
 LS0263'THENCE 1.0 MILE EAST ALONG A GRAVEL ROAD, AT AN INTERSECTION OF A
 LS0263'PAVED ROAD LEADING EAST AND A GRAVEL ROAD LEADING NORTH AND A PAVED
 LS0263'ROAD LEADING SOUTH, SET IN THE TOP OF THE NORTH CONCRETE HEAD GATE AT
 LS0263'A T JUNCTION OF IRRIGATION DITCHES RUNNING NORTH, SOUTH AND WEST, AND
 LS0263'ON THE WEST SIDE OF THE NORTH AND SOUTH DITCH, 63 FEET SOUTHWEST OF
 LS0263'THE CENTER OF THE INTERSECTION, 54 FEET WEST OF THE CENTER LINE OF THE
 LS0263'NORTH AND SOUTH PAVED ROAD, 32 FEET SOUTH OF THE CENTER LINE OF THE
 LS0263'GRAVEL ROAD LEADING WEST, 23.4 FEET WEST OF A FENCE CORNER POST, 22.7
 LS0263'FEET SOUTH OF THE SOUTH END OF A 24-INCH CORRUGATED METAL PIPE CULVERT
 LS0263'ACROSS THE GRAVEL ROAD, 3.9 FEET SOUTH OF AN EAST AND WEST FENCE LINE,
 LS0263'2.0 FEET SOUTH OF THE NORTH END OF THE NORTH HEAD GATE, 2.2 FEET EAST
 LS0263'OF A WITNESS POST, AND SET ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1460 ***********************************************************************
 KR1460  DESIGNATION -  9 HJH
 KR1460  PID         -  KR1460
 KR1460  STATE/COUNTY-  NV/WASHOE
 KR1460  USGS QUAD   -  NIXON NW (1985)
 KR1460
 KR1460                         *CURRENT SURVEY CONTROL
 KR1460  ___________________________________________________________________
 KR1460* NAD 83(1986)-  39 53 28.     (N)    119 23 09.     (W)     SCALED    
 KR1460* NAVD 88     -      1205.293  (meters)    3954.37   (feet)  ADJUSTED  
 KR1460  ___________________________________________________________________
 KR1460  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KR1460  DYNAMIC HT  -        1204.313 (meters)    3951.15  (feet)  COMP
 KR1460  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 KR1460
 KR1460  VERT ORDER  -  SECOND    CLASS 0
 KR1460
 KR1460.The horizontal coordinates were scaled from a topographic map and have
 KR1460.an estimated accuracy of +/- 6 seconds.
 KR1460
 KR1460.The orthometric height was determined by differential leveling
 KR1460.and adjusted by the National Geodetic Survey in June 1991..
 KR1460
 KR1460.The geoid height was determined by GEOID03.
 KR1460
 KR1460.The dynamic height is computed by dividing the NAVD 88
 KR1460.geopotential number by the normal gravity value computed on the
 KR1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1460.degrees latitude (g = 980.6199 gals.).
 KR1460
 KR1460.The modeled gravity was interpolated from observed gravity values.
 KR1460
 KR1460;                    North         East    Units  Estimated Accuracy
 KR1460;SPC NV W     - 4,570,830.      731,370.      MT  (+/- 180 meters Scaled)
 KR1460
 KR1460                          SUPERSEDED SURVEY CONTROL
 KR1460
 KR1460  NGVD 29 (??/??/92) 1204.326  (m)         3951.19   (f) ADJ UNCH    2 0
 KR1460
 KR1460.Superseded values are not recommended for survey control.
 KR1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1460.See file dsdata.txt to determine how the superseded data were derived.
 KR1460
 KR1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE960183(NAD 83)
 KR1460_MARKER: DB = BENCH MARK DISK
 KR1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1460_SP_SET: CONCRETE POST
 KR1460_STAMPING: 9 HJH 1962 3951
 KR1460_MARK LOGO: USGS  
 KR1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1460+STABILITY: SURFACE MOTION
 KR1460
 KR1460  HISTORY     - Date     Condition        Report By
 KR1460  HISTORY     - 1962     MONUMENTED       USGS
 KR1460
 KR1460                          STATION DESCRIPTION
 KR1460
 KR1460'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KR1460'8.5 KM (5.30 MI) NORTH FROM NIXON.
 KR1460'5.3 MILES NORTH OF NIXON ALONG STATE HIGHWAY 34 IN A FLAT AREA ALONG
 KR1460'ALONG CURVE, 47 FEET SOUTHEAST OF THE HIGHWAY CENTERLINE.
 KR1460'THE MARK IS 3.0 FT  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0565 ***********************************************************************
 JQ0565  DESIGNATION -  9 JCO ET
 JQ0565  PID         -  JQ0565
 JQ0565  STATE/COUNTY-  NV/NYE
 JQ0565  USGS QUAD   -  LUNAR CRATER (1967)
 JQ0565
 JQ0565                         *CURRENT SURVEY CONTROL
 JQ0565  ___________________________________________________________________
 JQ0565* NAD 83(1994)-  38 29 11.83239(N)    116 04 47.33300(W)     ADJUSTED  
 JQ0565* NAVD 88     -      1804.6    (meters)    5921.     (feet)  VERTCON   
 JQ0565  ___________________________________________________________________
 JQ0565  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 JQ0565  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 JQ0565
 JQ0565  HORZ ORDER  -  SECOND
 JQ0565
 JQ0565.The horizontal coordinates were established by classical geodetic methods
 JQ0565.and adjusted by the National Geodetic Survey in June 1998..
 JQ0565
 JQ0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0565
 JQ0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0565
 JQ0565.The geoid height was determined by GEOID03.
 JQ0565
 JQ0565;                    North         East     Units Scale Factor Converg.
 JQ0565;SPC NV C     - 6,414,776.760   551,197.271   MT  0.99993227   +0 21 54.8
 JQ0565;SPC NV C     -21,045,813.42  1,808,386.38   sFT  0.99993227   +0 21 54.8
 JQ0565;SPC NV E     - 8,414,730.373   156,686.753   MT  0.99992310   -0 18 32.3
 JQ0565;SPC NV E     -27,607,327.90    514,063.12   sFT  0.99992310   -0 18 32.3
 JQ0565;UTM  11      - 4,260,209.855   580,253.826   MT  0.99967931   +0 34 21.7
 JQ0565
 JQ0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0565!SPC NV C     -   0.99972063  x   0.99993227  =   0.99965292
 JQ0565!SPC NV E     -   0.99972063  x   0.99992310  =   0.99964375
 JQ0565!UTM  11      -   0.99972063  x   0.99967931  =   0.99940003
 JQ0565
 JQ0565|---------------------------------------------------------------------|
 JQ0565| PID    Reference Object                     Distance      Geod. Az  |
 JQ0565|                                                           dddmmss.s |
 JQ0565| DD5837 9 JCO ET RM 2                        13.409 METERS 07823     |
 JQ0565| JQ0564 10 JCO ET                           APPROX. 5.9 KM 1175248.6 |
 JQ0565| DD5836 9 JCO ET RM 1                        13.346 METERS 17223     |
 JQ0565|---------------------------------------------------------------------|
 JQ0565
 JQ0565                          SUPERSEDED SURVEY CONTROL
 JQ0565
 JQ0565  NAD 83(1986)-  38 29 11.82810(N)    116 04 47.33521(W) AD(       ) 2
 JQ0565  NAD 27      -  38 29 12.07177(N)    116 04 44.16443(W) AD(       ) 2
 JQ0565  NGVD 29 (07/19/86) 1803.4    (m)         5917.     (f) VERT ANG       
 JQ0565
 JQ0565.Superseded values are not recommended for survey control.
 JQ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0565.See file dsdata.txt to determine how the superseded data were derived.
 JQ0565
 JQ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC8025460210(NAD 83)
 JQ0565_MARKER: DD = SURVEY DISK
 JQ0565_SETTING: 0 = UNSPECIFIED SETTING
 JQ0565
 JQ0565  HISTORY     - Date     Condition        Report By
 JQ0565  HISTORY     - 1967     MONUMENTED       USGS
 JQ0565
 JQ0565                          STATION DESCRIPTION
 JQ0565
 JQ0565'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (TES)
 JQ0565'LOCATED ABOUT 25 MI. (AIRLINE) NNE. OF WARM SPRINGS. ON N. SIDE
 JQ0565'OF U.S. HIGHWAY 6.  ON SMALL TOP AT BEND IN RD.
 JQ0565'
 JQ0565'TO REACH FROM WARM SPRINGS TRAVEL N. ON U.S. HIGHWAY 6 FOR
 JQ0565'26.7 MI. TO WHERE HIGHWAY MAKES A CURVE.  TURN OFF LEFT, N., AND
 JQ0565'PROCEED TO TOP OF SMALL TOP AND STATION, ABOUT 500 FT. FROM
 JQ0565'HIGHWAY.
 JQ0565'
 JQ0565'STATION MARK--A STANDARD TABLET STAMPED ET 9 JCO 1967 SET IN
 JQ0565'CONCRETE FLUSH WITH GROUND.
 JQ0565'
 JQ0565'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET STAMPED
 JQ0565'NO 1 1967 SET IN CONCRETE FLUSH WITH GROUND.
 JQ0565'
 JQ0565'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET STAMPED
 JQ0565'NO 2 1967 SET IN CONCRETE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0463 ***********************************************************************
 MV0463  DESIGNATION -  9 LRC
 MV0463  PID         -  MV0463
 MV0463  STATE/COUNTY-  NV/HUMBOLDT
 MV0463  USGS QUAD   -  BATTLE CREEK RANCH (1982)
 MV0463
 MV0463                         *CURRENT SURVEY CONTROL
 MV0463  ___________________________________________________________________
 MV0463* NAD 83(1986)-  41 26 08.     (N)    118 50 41.     (W)     SCALED    
 MV0463* NAVD 88     -      1275.233  (meters)    4183.83   (feet)  ADJUSTED  
 MV0463  ___________________________________________________________________
 MV0463  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 MV0463  DYNAMIC HT  -        1274.339 (meters)    4180.89  (feet)  COMP
 MV0463  MODELED GRAV-     979,878.3   (mgal)                       NAVD 88
 MV0463
 MV0463  VERT ORDER  -  SECOND    CLASS 0
 MV0463
 MV0463.The horizontal coordinates were scaled from a topographic map and have
 MV0463.an estimated accuracy of +/- 6 seconds.
 MV0463
 MV0463.The orthometric height was determined by differential leveling
 MV0463.and adjusted by the National Geodetic Survey in June 1991..
 MV0463
 MV0463.The geoid height was determined by GEOID03.
 MV0463
 MV0463.The dynamic height is computed by dividing the NAVD 88
 MV0463.geopotential number by the normal gravity value computed on the
 MV0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0463.degrees latitude (g = 980.6199 gals.).
 MV0463
 MV0463.The modeled gravity was interpolated from observed gravity values.
 MV0463
 MV0463;                    North         East    Units  Estimated Accuracy
 MV0463;SPC NV W     - 4,742,050.      778,160.      MT  (+/- 180 meters Scaled)
 MV0463
 MV0463                          SUPERSEDED SURVEY CONTROL
 MV0463
 MV0463  NGVD 29 (??/??/92) 1274.18   (m)         4180.4    (f) COMPUTED    2 0
 MV0463
 MV0463.Superseded values are not recommended for survey control.
 MV0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0463.See file dsdata.txt to determine how the superseded data were derived.
 MV0463
 MV0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF458887(NAD 83)
 MV0463_MARKER: DD = SURVEY DISK
 MV0463_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MV0463_SP_SET: COPPER-CLAD STEEL ROD
 MV0463_STAMPING: 9 LRC 1972 4180
 MV0463_MARK LOGO: USGS  
 MV0463_MAGNETIC: I = MARKER IS A STEEL ROD
 MV0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0463+SATELLITE: SATELLITE OBSERVATIONS - 1972
 MV0463
 MV0463  HISTORY     - Date     Condition        Report By
 MV0463  HISTORY     - 1972     MONUMENTED       USGS
 MV0463
 MV0463                          STATION DESCRIPTION
 MV0463
 MV0463'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0463'FROM SULPHUR, NEVADA RAILROAD STATION, PROCEED 7.0 MILES WEST ALONG
 MV0463'WESTERN PACIFIC RAILROAD TO A SIGN READING -APPLEGATE TRAIL TO OREGON-
 MV0463'AND A TRACK ROAD NORTHWEST, THENCE 3.9 MILES NORTHWEST TO A DIM
 MV0463'CROSSROADS, THENCE 3.7 MILES CROSS COUNTRY, THENCE 26.6 MILES NORTH
 MV0463'ALONG TRACK ROAD, THENCE 11.9 MILES NORTHEAST ALONG LEONARD CREEK ROAD
 MV0463'OVER A SUMMIT OF A LOW SADDLE TO A Y-ROAD NORTH, 1.0 MILE SOUTHWEST OF
 MV0463'THE SADDLE, 9.2 MILES SOUTH OF LEONARD CREEK RANCH, 2.9 MILES NORTH OF
 MV0463'BATTLE CREEK RANCH, 102 FEET WEST OF ROAD NORTH AND 52 FEET NORTH OF
 MV0463'THE CENTERLINE OF THE ROAD, 2 FEET SOUTHEAST OF A WITNESS POST,
 MV0463'ENCASED IN DRAINPIPE CASING AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0434 ***********************************************************************
 HP0434  DESIGNATION -  9 LRC
 HP0434  PID         -  HP0434
 HP0434  STATE/COUNTY-  NV/LINCOLN
 HP0434  USGS QUAD   -  LIME MOUNTAIN (1973)
 HP0434
 HP0434                         *CURRENT SURVEY CONTROL
 HP0434  ___________________________________________________________________
 HP0434* NAD 83(1986)-  37 11 03.     (N)    114 10 16.     (W)     SCALED    
 HP0434* NAVD 88     -      1205.775  (meters)    3955.95   (feet)  POSTED    
 HP0434  ___________________________________________________________________
 HP0434  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 HP0434  DYNAMIC HT  -        1204.520 (meters)    3951.83  (feet)  COMP
 HP0434  MODELED GRAV-     979,549.1   (mgal)                       NAVD 88
 HP0434
 HP0434  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0434
 HP0434.The horizontal coordinates were scaled from a topographic map and have
 HP0434.an estimated accuracy of +/- 6 seconds.
 HP0434
 HP0434.The orthometric height was determined by differential leveling
 HP0434.and adjusted by the National Geodetic Survey in 1992..
 HP0434.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0434.rate of 1.1 thru 2.0 mm/km.
 HP0434
 HP0434.The geoid height was determined by GEOID03.
 HP0434
 HP0434.The dynamic height is computed by dividing the NAVD 88
 HP0434.geopotential number by the normal gravity value computed on the
 HP0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0434.degrees latitude (g = 980.6199 gals.).
 HP0434
 HP0434.The modeled gravity was interpolated from observed gravity values.
 HP0434
 HP0434;                    North         East    Units  Estimated Accuracy
 HP0434;SPC NV E     - 8,271,000.      325,390.      MT  (+/- 180 meters Scaled)
 HP0434
 HP0434                          SUPERSEDED SURVEY CONTROL
 HP0434
 HP0434.No superseded survey control is available for this station.
 HP0434
 HP0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB511190(NAD 83)
 HP0434_MARKER: DD = SURVEY DISK
 HP0434_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HP0434_SP_SET: COPPER-CLAD STEEL ROD
 HP0434_STAMPING: 9 LRC 1973 3953
 HP0434_MARK LOGO: USGS  
 HP0434_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0434+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0434
 HP0434  HISTORY     - Date     Condition        Report By
 HP0434  HISTORY     - 1973     MONUMENTED       USGS
 HP0434
 HP0434                          STATION DESCRIPTION
 HP0434
 HP0434'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0434'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0434'MILES NORTH ALONG A GRAVEL ROAD, THENCE 19.0 MILES EASTERLY ALONG THE
 HP0434'BLM ROAD TO THE EAST SIDE OF A PASS OVER A LOW RANGE OF HILLS, 57
 HP0434'FEET NORTH OF THE CENTER OF THE ROAD AT A DRAIN CROSSING, 53 FEET
 HP0434'SOUTHWEST OF A SMALL DRAIN, ON A 5/8 INCH COPPER-COATED ROD DRIVEN TO
 HP0434'REFUSAL ENCASED IN A DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0766 ***********************************************************************
 GS0766  DESIGNATION -  9 PDI
 GS0766  PID         -  GS0766
 GS0766  STATE/COUNTY-  NV/NYE
 GS0766  USGS QUAD   -  POINT OF ROCKS (1984)
 GS0766
 GS0766                         *CURRENT SURVEY CONTROL
 GS0766  ___________________________________________________________________
 GS0766* NAD 83(1986)-  36 35 40.     (N)    116 02 42.     (W)     SCALED    
 GS0766* NAVD 88     -       940.460  (meters)    3085.49   (feet)  ADJUSTED  
 GS0766  ___________________________________________________________________
 GS0766  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 GS0766  DYNAMIC HT  -         939.480 (meters)    3082.28  (feet)  COMP
 GS0766  MODELED GRAV-     979,558.6   (mgal)                       NAVD 88
 GS0766
 GS0766  VERT ORDER  -  FIRST     CLASS I
 GS0766
 GS0766.The horizontal coordinates were scaled from a topographic map and have
 GS0766.an estimated accuracy of +/- 6 seconds.
 GS0766
 GS0766.The orthometric height was determined by differential leveling
 GS0766.and adjusted by the National Geodetic Survey in May 2004..
 GS0766
 GS0766.The geoid height was determined by GEOID03.
 GS0766
 GS0766.The dynamic height is computed by dividing the NAVD 88
 GS0766.geopotential number by the normal gravity value computed on the
 GS0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0766.degrees latitude (g = 980.6199 gals.).
 GS0766
 GS0766.The modeled gravity was interpolated from observed gravity values.
 GS0766
 GS0766;                    North         East    Units  Estimated Accuracy
 GS0766;SPC NV C     - 6,204,810.      555,620.      MT  (+/- 180 meters Scaled)
 GS0766
 GS0766                          SUPERSEDED SURVEY CONTROL
 GS0766
 GS0766  NAVD 88 (??/??/92)  940.464  (m)         3085.51   (f) UNKNOWN     3 0
 GS0766  NGVD 29 (05/01/91)  939.637  (m)         3082.79   (f) ADJUSTED    1 1
 GS0766
 GS0766.Superseded values are not recommended for survey control.
 GS0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0766.See file dsdata.txt to determine how the superseded data were derived.
 GS0766
 GS0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA854503(NAD 83)
 GS0766_MARKER: DB = BENCH MARK DISK
 GS0766_SETTING: 0 = UNSPECIFIED SETTING
 GS0766_STAMPING: 9 PDI 1986
 GS0766_MARK LOGO: USGS  
 GS0766_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0766
 GS0766  HISTORY     - Date     Condition        Report By
 GS0766  HISTORY     - 1986     MONUMENTED       USGS
 GS0766  HISTORY     - 1988     GOOD             USGS
 GS0766  HISTORY     - 19910628 GOOD             USGS
 GS0766  HISTORY     - 19930413 GOOD             USGS
 GS0766  HISTORY     - 19950412 GOOD             USGS
 GS0766
 GS0766                          STATION DESCRIPTION
 GS0766
 GS0766'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 GS0766'11.7 KM (7.25 MI) NW FROM MERCURY.
 GS0766'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0766'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0766'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES TO A ROAD
 GS0766'JUNCTION, THENCE TURN WESTERLY (LEFT) AND PROCEED 0.05 MILES TO
 GS0766'ANOTHER ROAD JUNCTION, TURN SOUTH AND PROCEED 0.35 MILES TO A LOCKED
 GS0766'GATE, CONTINUE SOUTH ON THE ROAD 2.45 MILES TO ANOTHER LOCKED GATE,
 GS0766'84 FEET WEST OF THE ROAD, 18 FEET NORTH OF A TRENCH BARRIER, 0.45
 GS0766'MILES NORTH OF THE ROAD JUNCTION WITH STATE HIGHWAY 95.
 GS0766
 GS0766                          STATION RECOVERY (1988)
 GS0766
 GS0766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0766'RECOVERED IN GOOD CONDITION.
 GS0766
 GS0766                          STATION RECOVERY (1991)
 GS0766
 GS0766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0766'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0766'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0766'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES TO A ROAD
 GS0766'JUNCTION, THENCE TURN WESTERLYAND PROCEED 0.05 MILE TO ANOTHER ROAD
 GS0766'JUNCTION, TURN SOUTH AND PROCEED 0.35 MILE TO A LOCKED GATE, CONTINUE
 GS0766'SOUTH ON THE ROAD 2.45 MILES TO ANOTHER LOCKED GATE, 84 FEET WEST OF
 GS0766'THE ROAD, 18 FEET NORTH OF A TRENCH BARRIER, 0.45 MILE NORTH OF THE
 GS0766'ROAD JUNCTION WITH STATE HIGHWAY 95.
 GS0766
 GS0766                          STATION RECOVERY (1993)
 GS0766
 GS0766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0766'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0766'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0766'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 4.4 MILES
 GS0766'(7.1 KM) TO A ROAD JUNCTION, THENCE TURN WESTERLYAND PROCEED 0.05
 GS0766'MILE (0.08 KM) TO ANOTHER ROAD JUNCTION, TURN SOUTH AND PROCEED 0.35
 GS0766'MILE (0.56 KM) TO A LOCKED GATE, CONTINUE SOUTH ON THE ROAD 2.45
 GS0766'MILES (3.94 KM) TO ANOTHER LOCKED GATE, 84 FEET (25.6 M) WEST OF THE
 GS0766'ROAD, 18 FEET (5.5 M) NORTH OF A TRENCH BARRIER, 0.45 MILE (0.72 KM)
 GS0766'NORTH OF THE ROAD JUNCTION WITH STATE HIGHWAY 95.
 GS0766
 GS0766                          STATION RECOVERY (1995)
 GS0766
 GS0766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0766'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0899 ***********************************************************************
 KR0899  DESIGNATION -  9 RESET
 KR0899  PID         -  KR0899
 KR0899  STATE/COUNTY-  NV/WASHOE
 KR0899  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR0899
 KR0899                         *CURRENT SURVEY CONTROL
 KR0899  ___________________________________________________________________
 KR0899* NAD 83(1986)-  39 28 38.     (N)    119 47 22.     (W)     SCALED    
 KR0899* NAVD 88     -      1363.03   (meters)    4471.9    (feet)  RESET     
 KR0899  ___________________________________________________________________
 KR0899  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR0899
 KR0899  VERT ORDER  -  THIRD
 KR0899
 KR0899.The horizontal coordinates were scaled from a topographic map and have
 KR0899.an estimated accuracy of +/- 6 seconds.
 KR0899
 KR0899.The orthometric height was computed from unverified reset data.
 KR0899.No vertical observational check was made to the station.
 KR0899
 KR0899.The geoid height was determined by GEOID03.
 KR0899
 KR0899;                    North         East    Units  Estimated Accuracy
 KR0899;SPC NV W     - 4,525,270.      696,230.      MT  (+/- 180 meters Scaled)
 KR0899
 KR0899                          SUPERSEDED SURVEY CONTROL
 KR0899
 KR0899  NGVD 29 (07/31/00) 1361.95   (m)         4468.3    (f) RESET       3  
 KR0899
 KR0899.Superseded values are not recommended for survey control.
 KR0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0899.See file dsdata.txt to determine how the superseded data were derived.
 KR0899
 KR0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD600734(NAD 83)
 KR0899_MARKER: DB = BENCH MARK DISK
 KR0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0899_SP_SET: CONCRETE POST
 KR0899_STAMPING: 9 RESET 1949
 KR0899_MARK LOGO: CGS   
 KR0899_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0899+STABILITY: SURFACE MOTION
 KR0899
 KR0899  HISTORY     - Date     Condition        Report By
 KR0899  HISTORY     - 1949     MONUMENTED       CGS
 KR0899  HISTORY     - 1968     GOOD             USGS
 KR0899  HISTORY     - 19810429 GOOD             NVDT
 KR0899
 KR0899                          STATION DESCRIPTION
 KR0899
 KR0899'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 KR0899'4 MI S FROM RENO.
 KR0899'ABOUT 3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE
 KR0899'IN RENO, 222 FEET NORTHWEST OF THE CENTERLINES OF HIGHWAY 395 WITH
 KR0899'HASH LANE, 43 FEET SOUTHWEST (NORMAL) OF THE CENTERLINE OF HIGHWAY
 KR0899'395, 2 FEET SOUTHWEST OF POWER LINE POLE NO. L11033, LOCATED NEAR A
 KR0899'FENCE CORNER, 0.5 FOOT EAST OF A FENCE LINE.  A STATE SURVEY STANDARD
 KR0899'DISK, STAMPED 9 RESET 1949 AND SET IN THE TOP OF A CONCRETE POST
 KR0899'PROJECTING 3 INCHES ABOVE GROUND.
 KR0899
 KR0899                          STATION RECOVERY (1981)
 KR0899
 KR0899'RECOVERY NOTE BY NEVADA DEPARTMENT OF TRANSPORTATION 1981
 KR0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0647 ***********************************************************************
 GS0647  DESIGNATION -  9 TJS
 GS0647  PID         -  GS0647
 GS0647  STATE/COUNTY-  NV/NYE
 GS0647  USGS QUAD   -  CRATER FLAT (1986)
 GS0647
 GS0647                         *CURRENT SURVEY CONTROL
 GS0647  ___________________________________________________________________
 GS0647* NAD 83(1986)-  36 48 03.     (N)    116 34 48.     (W)     SCALED    
 GS0647* NAVD 88     -       965.775  (meters)    3168.55   (feet)  ADJUSTED  
 GS0647  ___________________________________________________________________
 GS0647  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 GS0647  DYNAMIC HT  -         964.738 (meters)    3165.14  (feet)  COMP
 GS0647  MODELED GRAV-     979,525.9   (mgal)                       NAVD 88
 GS0647
 GS0647  VERT ORDER  -  FIRST     CLASS I
 GS0647
 GS0647.The horizontal coordinates were scaled from a topographic map and have
 GS0647.an estimated accuracy of +/- 6 seconds.
 GS0647
 GS0647.The orthometric height was determined by differential leveling
 GS0647.and adjusted by the National Geodetic Survey in May 2004..
 GS0647
 GS0647.The geoid height was determined by GEOID03.
 GS0647
 GS0647.The dynamic height is computed by dividing the NAVD 88
 GS0647.geopotential number by the normal gravity value computed on the
 GS0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0647.degrees latitude (g = 980.6199 gals.).
 GS0647
 GS0647.The modeled gravity was interpolated from observed gravity values.
 GS0647
 GS0647;                    North         East    Units  Estimated Accuracy
 GS0647;SPC NV C     - 6,227,530.      507,730.      MT  (+/- 180 meters Scaled)
 GS0647
 GS0647                          SUPERSEDED SURVEY CONTROL
 GS0647
 GS0647  NAVD 88 (??/??/92)  965.778  (m)         3168.56   (f) UNKNOWN     3 0
 GS0647  NGVD 29 (05/01/91)  964.874  (m)         3165.59   (f) ADJUSTED    1 1
 GS0647
 GS0647.Superseded values are not recommended for survey control.
 GS0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0647.See file dsdata.txt to determine how the superseded data were derived.
 GS0647
 GS0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA374728(NAD 83)
 GS0647_MARKER: DB = BENCH MARK DISK
 GS0647_SETTING: 0 = UNSPECIFIED SETTING
 GS0647_STAMPING: 9 TJS 1983
 GS0647_MARK LOGO: USGS  
 GS0647_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0647
 GS0647  HISTORY     - Date     Condition        Report By
 GS0647  HISTORY     - 1983     MONUMENTED       USGS
 GS0647  HISTORY     - 1986     GOOD             USGS
 GS0647  HISTORY     - 1988     GOOD             USGS
 GS0647  HISTORY     - 19910107 GOOD             USGS
 GS0647  HISTORY     - 19921208 GOOD             USGS
 GS0647  HISTORY     - 19941219 GOOD             USGS
 GS0647
 GS0647                          STATION DESCRIPTION
 GS0647
 GS0647'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0647'34.0 KM (21.15 MI) ESE FROM BEATTY.
 GS0647'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S.HIGHWAY 95 AND STATE
 GS0647'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O MILES,
 GS0647'TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0647'T-INTERSECTION, THENCE EAST 1.55 MILES TO A T-ROAD NORTH, 160 FEET
 GS0647'SOUTH OF THE INTERSECTION, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0647
 GS0647                          STATION RECOVERY (1986)
 GS0647
 GS0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0647'RECOVERED IN GOOD CONDITION.
 GS0647
 GS0647                          STATION RECOVERY (1988)
 GS0647
 GS0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0647'RECOVERED IN GOOD CONDITION.
 GS0647
 GS0647                          STATION RECOVERY (1991)
 GS0647
 GS0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0647'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0647'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.O
 GS0647'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES TO A
 GS0647'T-INTERSECTION, THENCE EAST 1.55 MILES TO A T-ROAD NORTH, 160 FEET
 GS0647'SOUTH OF THE INTERSECTION, 6 FEET SOUTH OF A ROCK CAIRN.
 GS0647
 GS0647                          STATION RECOVERY (1992)
 GS0647
 GS0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0647'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0647'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0647'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0647'(9.0 KM) TO A T-INTERSECTION, THENCE EAST 1.55 MILES (2.49 KM) TO A
 GS0647'T-ROAD NORTH, 160 FEET (48.8 M) SOUTH OF THE INTERSECTION, 6 FEET
 GS0647'(1.8 M) SOUTH OF A ROCK CAIRN.
 GS0647
 GS0647                          STATION RECOVERY (1994)
 GS0647
 GS0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0647'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0424 ***********************************************************************
 JP0424  DESIGNATION -  90 DOR
 JP0424  PID         -  JP0424
 JP0424  STATE/COUNTY-  NV/NYE
 JP0424  USGS QUAD   -  BROWN SUMMIT (1968)
 JP0424
 JP0424                         *CURRENT SURVEY CONTROL
 JP0424  ___________________________________________________________________
 JP0424* NAD 83(1986)-  38 55 21.     (N)    115 49 24.     (W)     SCALED    
 JP0424* NAVD 88     -      2067.235  (meters)    6782.25   (feet)  ADJUSTED  
 JP0424  ___________________________________________________________________
 JP0424  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 JP0424  DYNAMIC HT  -        2064.918 (meters)    6774.65  (feet)  COMP
 JP0424  MODELED GRAV-     979,433.4   (mgal)                       NAVD 88
 JP0424
 JP0424  VERT ORDER  -  SECOND    CLASS 0
 JP0424
 JP0424.The horizontal coordinates were scaled from a topographic map and have
 JP0424.an estimated accuracy of +/- 6 seconds.
 JP0424
 JP0424.The orthometric height was determined by differential leveling
 JP0424.and adjusted by the National Geodetic Survey in June 1991..
 JP0424
 JP0424.The geoid height was determined by GEOID03.
 JP0424
 JP0424.The dynamic height is computed by dividing the NAVD 88
 JP0424.geopotential number by the normal gravity value computed on the
 JP0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0424.degrees latitude (g = 980.6199 gals.).
 JP0424
 JP0424.The modeled gravity was interpolated from observed gravity values.
 JP0424
 JP0424;                    North         East    Units  Estimated Accuracy
 JP0424;SPC NV C     - 6,463,330.      573,130.      MT  (+/- 180 meters Scaled)
 JP0424
 JP0424                          SUPERSEDED SURVEY CONTROL
 JP0424
 JP0424.No superseded survey control is available for this station.
 JP0424
 JP0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD020088(NAD 83)
 JP0424_MARKER: DD = SURVEY DISK
 JP0424_SETTING: 66 = SET IN ROCK OUTCROP
 JP0424_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JP0424_STAMPING: 90 DOR 1967 6778
 JP0424_MARK LOGO: USGS  
 JP0424_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JP0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0424+STABILITY: POSITION/ELEVATION WELL
 JP0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0424+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0424
 JP0424  HISTORY     - Date     Condition        Report By
 JP0424  HISTORY     - 1967     MONUMENTED       USGS
 JP0424
 JP0424                          STATION DESCRIPTION
 JP0424
 JP0424'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0424'FROM THE POST OFFICE IN DUCKWATER, NEVADA, PROCEED 7.4 MILES WEST
 JP0424'ALONG THE ROAD TO LITTLE SMOKY VALLEY, ON THE SOUTHWEST SIDE AND 3
 JP0424'FEET HIGHER THAN A DRY WASH, 80 FEET WEST AND 7 FEET HIGHER THAN THE
 JP0424'ROAD (WASH), 1 FOOT EAST OF A WITNESS SIGN, IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0519 ***********************************************************************
 MU0519  DESIGNATION -  90 FMK
 MU0519  PID         -  MU0519
 MU0519  STATE/COUNTY-  NV/HUMBOLDT
 MU0519  USGS QUAD   -  STAR VALLEY RIDGE SW (1973)
 MU0519
 MU0519                         *CURRENT SURVEY CONTROL
 MU0519  ___________________________________________________________________
 MU0519* NAD 83(1986)-  41 51 08.     (N)    116 57 42.     (W)     SCALED    
 MU0519* NAVD 88     -      1608.897  (meters)    5278.52   (feet)  POSTED    
 MU0519  ___________________________________________________________________
 MU0519  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 MU0519  DYNAMIC HT  -        1607.740 (meters)    5274.73  (feet)  COMP
 MU0519  MODELED GRAV-     979,848.0   (mgal)                       NAVD 88
 MU0519
 MU0519  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0519
 MU0519.The horizontal coordinates were scaled from a topographic map and have
 MU0519.an estimated accuracy of +/- 6 seconds.
 MU0519
 MU0519.The orthometric height was determined by differential leveling
 MU0519.and adjusted by the National Geodetic Survey in 1992..
 MU0519.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0519.rate of 0.0 thru 1.0 mm/km.
 MU0519
 MU0519.The geoid height was determined by GEOID03.
 MU0519
 MU0519.The dynamic height is computed by dividing the NAVD 88
 MU0519.geopotential number by the normal gravity value computed on the
 MU0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0519.degrees latitude (g = 980.6199 gals.).
 MU0519
 MU0519.The modeled gravity was interpolated from observed gravity values.
 MU0519
 MU0519;                    North         East    Units  Estimated Accuracy
 MU0519;SPC NV W     - 4,789,560.      934,660.      MT  (+/- 180 meters Scaled)
 MU0519
 MU0519                          SUPERSEDED SURVEY CONTROL
 MU0519
 MU0519  NGVD 29 (??/??/92) 1607.79   (m)         5274.9    (f) COMPUTED    2 0
 MU0519
 MU0519.Superseded values are not recommended for survey control.
 MU0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0519.See file dsdata.txt to determine how the superseded data were derived.
 MU0519
 MU0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG031333(NAD 83)
 MU0519_MARKER: DD = SURVEY DISK
 MU0519_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0519_SP_SET: COPPER-CLAD STEEL ROD
 MU0519_STAMPING: 90 FMK 1973 5275
 MU0519_MARK LOGO: USGS  
 MU0519_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0519+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0519
 MU0519  HISTORY     - Date     Condition        Report By
 MU0519  HISTORY     - 1973     MONUMENTED       USGS
 MU0519
 MU0519                          STATION DESCRIPTION
 MU0519
 MU0519'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0519'FROM I. L. STAR VALLEY LINE CABIN, NEVADA, PROCEED 4.3 MILES SOUTH
 MU0519'ALONG A DIRT ROAD, THENCE 12.3 MILES WEST ALONG DIRT ROAD ACROSS PIPE
 MU0519'LINE ROAD, THENCE 3.0 MILES NORTHEAST ALONG A TRACK ROAD ON THE EAST
 MU0519'SIDE OF THE LITTLE OWYHEE RIVER, 49 FEET NORTH OF THE CENTERLINE OF
 MU0519'THE ROAD, SMALL ROCK CAIRN AT BENCH MARK, SET ON A COPPER-COATED STEEL
 MU0519'ROD ENCASED IN A 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0209 ***********************************************************************
 KR0209  DESIGNATION -  90 GWM
 KR0209  PID         -  KR0209
 KR0209  STATE/COUNTY-  NV/CHURCHILL
 KR0209  USGS QUAD   -  LAHONTAN MTS (1985)
 KR0209
 KR0209                         *CURRENT SURVEY CONTROL
 KR0209  ___________________________________________________________________
 KR0209* NAD 83(1986)-  39 22 31.     (N)    118 33 03.     (W)     SCALED    
 KR0209* NAVD 88     -      1206.523  (meters)    3958.40   (feet)  ADJUSTED  
 KR0209  ___________________________________________________________________
 KR0209  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 KR0209  DYNAMIC HT  -        1205.476 (meters)    3954.97  (feet)  COMP
 KR0209  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 KR0209
 KR0209  VERT ORDER  -  FIRST     CLASS II
 KR0209
 KR0209.The horizontal coordinates were scaled from a topographic map and have
 KR0209.an estimated accuracy of +/- 6 seconds.
 KR0209
 KR0209.The orthometric height was determined by differential leveling
 KR0209.and adjusted by the National Geodetic Survey in June 1991..
 KR0209.WARNING-Repeat measurements at this control monument indicate possible
 KR0209.vertical movement.
 KR0209
 KR0209.The geoid height was determined by GEOID03.
 KR0209
 KR0209.The dynamic height is computed by dividing the NAVD 88
 KR0209.geopotential number by the normal gravity value computed on the
 KR0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0209.degrees latitude (g = 980.6199 gals.).
 KR0209
 KR0209.The modeled gravity was interpolated from observed gravity values.
 KR0209
 KR0209;                    North         East    Units  Estimated Accuracy
 KR0209;SPC NV W     - 4,513,260.      802,800.      MT  (+/- 180 meters Scaled)
 KR0209
 KR0209                          SUPERSEDED SURVEY CONTROL
 KR0209
 KR0209  NGVD 29 (??/??/92) 1205.536  (m)         3955.16   (f) ADJ UNCH    1 2
 KR0209
 KR0209.Superseded values are not recommended for survey control.
 KR0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0209.See file dsdata.txt to determine how the superseded data were derived.
 KR0209
 KR0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD664595(NAD 83)
 KR0209_MARKER: DD = SURVEY DISK
 KR0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0209_SP_SET: CONCRETE POST
 KR0209_STAMPING: 90 GWM 3955 1950
 KR0209_MARK LOGO: USGS  
 KR0209_PROJECTION: PROJECTING 10 CENTIMETERS
 KR0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0209+STABILITY: SURFACE MOTION
 KR0209
 KR0209  HISTORY     - Date     Condition        Report By
 KR0209  HISTORY     - 1950     MONUMENTED       USGS
 KR0209  HISTORY     - 1967     GOOD             NGS
 KR0209  HISTORY     - 1986     GOOD             NGS
 KR0209  HISTORY     - 20060518 POOR             GEOCAC
 KR0209
 KR0209                          STATION DESCRIPTION
 KR0209
 KR0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0209'3.45 MI E FROM SALT WELLS.
 KR0209'ABOUT 2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE
 KR0209'STATION AT SALT WELLS, THENCE 1.35 MILES NORTH ALONG A DIRT ROAD, IN
 KR0209'SECTION 31, T 18 N, R 31 E, 0.3 MILE EAST OF A WINDMILL, 114 YARDS
 KR0209'SOUTH OF THE JUNCTION OF THE NORTH-SOUTH DIRT ROAD AND A DIRT ROAD, 29
 KR0209'FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 57 FEET WEST OF THE
 KR0209'CENTER LINE OF THE NORTH-SOUTH DIRT ROAD, 1.2 FEET NORTH OF A METAL
 KR0209'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, A U.S.
 KR0209'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE POST WHICH
 KR0209'PROJECTS 4 INCHES.
 KR0209
 KR0209                          STATION RECOVERY (1986)
 KR0209
 KR0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0209'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.81 KM (0.50
 KR0209'MI) SOUTHEAST ALONG US HIGHWAY 50 FROM SALT WELLS, THENCE 2.4 KM (1.5
 KR0209'MI) EASTERLY ALONG A GRADED ROAD LEADING TO STILLWATER WILDLIFE
 KR0209'MANAGEMENT AREA, 9.1 METERS (30 FT) EAST OF THE CENTER OF THE ROAD,
 KR0209'67.4 METERS (221 FT) NORTHWEST OF BENCH MARK S 389.
 KR0209'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KR0209'THE MARK IS ABOVE LEVEL WITH THE GRADED ROAD.
 KR0209
 KR0209                          STATION RECOVERY (2006)
 KR0209
 KR0209'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0209'WITNESS POST IS NO LONGER VISIBLE.  STATION HAS BEEN BADLY DAMAGE BY
 KR0209'ROAD GRADER MAKING A DRAINAGE CUT.  DISK IS MISSING AND CONCRETE POST
 KR0209'BADLY DAMAGE.  LOCATION CONFIRMED VIA MEASUREMENT FROM STATION S389.
 KR0209'OBSERVED GPSR COORDINATES N 39 22 30.84, W 118 33 01.50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0667 ***********************************************************************
 MU0667  DESIGNATION -  90 HEI
 MU0667  PID         -  MU0667
 MU0667  STATE/COUNTY-  NV/HUMBOLDT
 MU0667  USGS QUAD   -  CHIMNEY RESERVOIR (1980)
 MU0667
 MU0667                         *CURRENT SURVEY CONTROL
 MU0667  ___________________________________________________________________
 MU0667* NAD 83(1986)-  41 23 23.     (N)    117 09 08.     (W)     SCALED    
 MU0667* NAVD 88     -      1426.482  (meters)    4680.05   (feet)  POSTED    
 MU0667  ___________________________________________________________________
 MU0667  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 MU0667  DYNAMIC HT  -        1425.460 (meters)    4676.70  (feet)  COMP
 MU0667  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 MU0667
 MU0667  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0667
 MU0667.The horizontal coordinates were scaled from a topographic map and have
 MU0667.an estimated accuracy of +/- 6 seconds.
 MU0667
 MU0667.The orthometric height was determined by differential leveling
 MU0667.and adjusted by the National Geodetic Survey in 1992..
 MU0667.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0667.rate of 0.0 thru 1.0 mm/km.
 MU0667
 MU0667.The geoid height was determined by GEOID03.
 MU0667
 MU0667.The dynamic height is computed by dividing the NAVD 88
 MU0667.geopotential number by the normal gravity value computed on the
 MU0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0667.degrees latitude (g = 980.6199 gals.).
 MU0667
 MU0667.The modeled gravity was interpolated from observed gravity values.
 MU0667
 MU0667;                    North         East    Units  Estimated Accuracy
 MU0667;SPC NV W     - 4,737,910.      919,680.      MT  (+/- 180 meters Scaled)
 MU0667
 MU0667                          SUPERSEDED SURVEY CONTROL
 MU0667
 MU0667.No superseded survey control is available for this station.
 MU0667
 MU0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF872820(NAD 83)
 MU0667_MARKER: DD = SURVEY DISK
 MU0667_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0667_SP_SET: COPPER-CLAD STEEL ROD
 MU0667_STAMPING: 90 HEI 1974 4677
 MU0667_MARK LOGO: USGS  
 MU0667_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0667+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0667
 MU0667  HISTORY     - Date     Condition        Report By
 MU0667  HISTORY     - 1974     MONUMENTED       USGS
 MU0667
 MU0667                          STATION DESCRIPTION
 MU0667
 MU0667'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0667'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0667'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0667'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0667'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0667'T-ROAD WEST, THENCE 13.5 MILES WEST ALONG A TRACK ROAD, 2.9 MILES
 MU0667'SOUTH AND 7.9 MILES WEST OF LITTLE HUMBOLDT RANCH, 44 FEET NORTHWEST
 MU0667'OF THE CENTERLINE OF THE ROAD, ALONGSIDE A SMALL CAIRN, SET ON
 MU0667'COPPER-COATED ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE
 MU0667'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0050 ***********************************************************************
 MT0050  DESIGNATION -  90 JD
 MT0050  PID         -  MT0050
 MT0050  STATE/COUNTY-  NV/ELKO
 MT0050  USGS QUAD   -  MUSTANG DRAW (1989)
 MT0050
 MT0050                         *CURRENT SURVEY CONTROL
 MT0050  ___________________________________________________________________
 MT0050* NAD 83(1986)-  41 50 00.     (N)    114 18 34.     (W)     SCALED    
 MT0050* NAVD 88     -      1754.381  (meters)    5755.83   (feet)  ADJUSTED  
 MT0050  ___________________________________________________________________
 MT0050  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 MT0050  DYNAMIC HT  -        1753.070 (meters)    5751.53  (feet)  COMP
 MT0050  MODELED GRAV-     979,812.7   (mgal)                       NAVD 88
 MT0050
 MT0050  VERT ORDER  -  SECOND    CLASS 0
 MT0050
 MT0050.The horizontal coordinates were scaled from a topographic map and have
 MT0050.an estimated accuracy of +/- 6 seconds.
 MT0050
 MT0050.The orthometric height was determined by differential leveling
 MT0050.and adjusted by the National Geodetic Survey in June 1991..
 MT0050
 MT0050.The geoid height was determined by GEOID03.
 MT0050
 MT0050.The dynamic height is computed by dividing the NAVD 88
 MT0050.geopotential number by the normal gravity value computed on the
 MT0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0050.degrees latitude (g = 980.6199 gals.).
 MT0050
 MT0050.The modeled gravity was interpolated from observed gravity values.
 MT0050
 MT0050;                    North         East    Units  Estimated Accuracy
 MT0050;SPC NV E     - 8,786,970.      305,810.      MT  (+/- 180 meters Scaled)
 MT0050
 MT0050                          SUPERSEDED SURVEY CONTROL
 MT0050
 MT0050  NGVD 29 (??/??/92) 1753.235  (m)         5752.07   (f) ADJ UNCH    2 0
 MT0050
 MT0050.Superseded values are not recommended for survey control.
 MT0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0050.See file dsdata.txt to determine how the superseded data were derived.
 MT0050
 MT0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG234347(NAD 83)
 MT0050_MARKER: DD = SURVEY DISK
 MT0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0050_STAMPING: 90 JD 1956 5758
 MT0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0050+STABILITY: SURFACE MOTION
 MT0050
 MT0050  HISTORY     - Date     Condition        Report By
 MT0050  HISTORY     - 1956     MONUMENTED       USGS
 MT0050  HISTORY     - 1958     GOOD             NGS
 MT0050
 MT0050                          STATION DESCRIPTION
 MT0050
 MT0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0050'34.0 MI E FROM SAN JACINTO.
 MT0050'31.9 MILES EAST ALONG A GRAVEL ROAD FROM THE OREGON SHORT LINE
 MT0050'RAILROAD AT SAN JACINTO, THENCE 2.1 MILES SOUTH ALONG A DIRT ROAD, AT
 MT0050'A SUMMIT, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.4 FEET EAST
 MT0050'OF A WITNESS POST, 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 MT0050'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0403 ***********************************************************************
 MV0403  DESIGNATION -  90 LRC
 MV0403  PID         -  MV0403
 MV0403  STATE/COUNTY-  NV/WASHOE
 MV0403  USGS QUAD   -  NELLIE SPRING MTN (1979)
 MV0403
 MV0403                         *CURRENT SURVEY CONTROL
 MV0403  ___________________________________________________________________
 MV0403* NAD 83(1986)-  41 23 35.     (N)    119 34 05.     (W)     SCALED    
 MV0403* NAVD 88     -      1799.954  (meters)    5905.35   (feet)  ADJUSTED  
 MV0403  ___________________________________________________________________
 MV0403  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 MV0403  DYNAMIC HT  -        1798.499 (meters)    5900.58  (feet)  COMP
 MV0403  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 MV0403
 MV0403  VERT ORDER  -  SECOND    CLASS 0
 MV0403
 MV0403.The horizontal coordinates were scaled from a topographic map and have
 MV0403.an estimated accuracy of +/- 6 seconds.
 MV0403
 MV0403.The orthometric height was determined by differential leveling
 MV0403.and adjusted by the National Geodetic Survey in June 1991..
 MV0403
 MV0403.The geoid height was determined by GEOID03.
 MV0403
 MV0403.The dynamic height is computed by dividing the NAVD 88
 MV0403.geopotential number by the normal gravity value computed on the
 MV0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0403.degrees latitude (g = 980.6199 gals.).
 MV0403
 MV0403.The modeled gravity was interpolated from observed gravity values.
 MV0403
 MV0403;                    North         East    Units  Estimated Accuracy
 MV0403;SPC NV W     - 4,737,760.      717,650.      MT  (+/- 180 meters Scaled)
 MV0403
 MV0403                          SUPERSEDED SURVEY CONTROL
 MV0403
 MV0403  NGVD 29 (??/??/92) 1798.69   (m)         5901.2    (f) COMPUTED    2 0
 MV0403
 MV0403.Superseded values are not recommended for survey control.
 MV0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0403.See file dsdata.txt to determine how the superseded data were derived.
 MV0403
 MV0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF853855(NAD 83)
 MV0403_MARKER: DD = SURVEY DISK
 MV0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0403_SP_SET: CONCRETE POST
 MV0403_STAMPING: 90 LRC 1972 5901
 MV0403_MARK LOGO: USGS  
 MV0403_PROJECTION: FLUSH
 MV0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0403+STABILITY: SURFACE MOTION
 MV0403
 MV0403  HISTORY     - Date     Condition        Report By
 MV0403  HISTORY     - 1972     MONUMENTED       USGS
 MV0403
 MV0403                          STATION DESCRIPTION
 MV0403
 MV0403'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0403'43.5 KM (27.00 MI) SE FROM VYA.
 MV0403'VYA, 2.0 MILES SOUTHWEST OF, THENCE 20.9 MILES SOUTHEAST TO A ROAD
 MV0403'JUNCTION NORTHEAST, THENCE 4.1 MILES NORTHEAST ALONG THE TRACK ROAD
 MV0403'TOWARD PARKER RANCH TO A ROAD FORK NEAR INDIAN SPRING, ABOUT 450 FEET
 MV0403'NORTH OF A WATER TANK, 135 FEET NORTH OF A SIGNBOARD READING -HIGH
 MV0403'ROCK CANYON 25, GRASSY 6-, AND 74 FEET NORTHWEST OF THE CENTERLINE OF
 MV0403'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0168 ***********************************************************************
 JQ0168  DESIGNATION -  91
 JQ0168  PID         -  JQ0168
 JQ0168  STATE/COUNTY-  NV/ESMERALDA
 JQ0168  USGS QUAD   -  MILLERS (1987)
 JQ0168
 JQ0168                         *CURRENT SURVEY CONTROL
 JQ0168  ___________________________________________________________________
 JQ0168* NAD 83(1986)-  38 08 26.     (N)    117 29 09.     (W)     SCALED    
 JQ0168* NAVD 88     -      1463.257  (meters)    4800.70   (feet)  ADJUSTED  
 JQ0168  ___________________________________________________________________
 JQ0168  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 JQ0168  DYNAMIC HT  -        1461.690 (meters)    4795.56  (feet)  COMP
 JQ0168  MODELED GRAV-     979,507.3   (mgal)                       NAVD 88
 JQ0168
 JQ0168  VERT ORDER  -  FIRST     CLASS II
 JQ0168
 JQ0168.The horizontal coordinates were scaled from a topographic map and have
 JQ0168.an estimated accuracy of +/- 6 seconds.
 JQ0168
 JQ0168.The orthometric height was determined by differential leveling
 JQ0168.and adjusted by the National Geodetic Survey in June 1991..
 JQ0168
 JQ0168.The geoid height was determined by GEOID03.
 JQ0168
 JQ0168.The dynamic height is computed by dividing the NAVD 88
 JQ0168.geopotential number by the normal gravity value computed on the
 JQ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0168.degrees latitude (g = 980.6199 gals.).
 JQ0168
 JQ0168.The modeled gravity was interpolated from observed gravity values.
 JQ0168
 JQ0168;                    North         East    Units  Estimated Accuracy
 JQ0168;SPC NV W     - 4,376,770.      896,200.      MT  (+/- 180 meters Scaled)
 JQ0168
 JQ0168                          SUPERSEDED SURVEY CONTROL
 JQ0168
 JQ0168.No superseded survey control is available for this station.
 JQ0168
 JQ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC574215(NAD 83)
 JQ0168_MARKER: DD = SURVEY DISK
 JQ0168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0168_STAMPING: 91
 JQ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0168+STABILITY: SURFACE MOTION
 JQ0168
 JQ0168  HISTORY     - Date     Condition        Report By
 JQ0168  HISTORY     - UNK      MONUMENTED       NVDH
 JQ0168  HISTORY     - 1953     GOOD             NGS
 JQ0168  HISTORY     - 1984     GOOD             NGS
 JQ0168
 JQ0168                          STATION DESCRIPTION
 JQ0168
 JQ0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0168'15.4 MI W FROM TONOPAH.
 JQ0168'15.4 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0168'TONOPAH, AT 24-INCH CORRUGATED METAL PIPE CULVERT D 883+75, IN THE TOP
 JQ0168'OF THE WEST END OF THE NORTH CONCRETE HEAD WALL, AND ABOUT 1 FOOT
 JQ0168'LOWER THAN THE HIGHWAY.
 JQ0168
 JQ0168                          STATION RECOVERY (1984)
 JQ0168
 JQ0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0168'RECOVERED IN GOOD CONDITION.  DISK HAS NO PRECAST ORIGIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0425 ***********************************************************************
 JP0425  DESIGNATION -  91 DOR
 JP0425  PID         -  JP0425
 JP0425  STATE/COUNTY-  NV/NYE
 JP0425  USGS QUAD   -  BROWN SUMMIT (1968)
 JP0425
 JP0425                         *CURRENT SURVEY CONTROL
 JP0425  ___________________________________________________________________
 JP0425* NAD 83(1986)-  38 56 07.     (N)    115 50 01.     (W)     SCALED    
 JP0425* NAVD 88     -      2129.748  (meters)    6987.35   (feet)  ADJUSTED  
 JP0425  ___________________________________________________________________
 JP0425  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 JP0425  DYNAMIC HT  -        2127.377 (meters)    6979.57  (feet)  COMP
 JP0425  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 JP0425
 JP0425  VERT ORDER  -  SECOND    CLASS 0
 JP0425
 JP0425.The horizontal coordinates were scaled from a topographic map and have
 JP0425.an estimated accuracy of +/- 6 seconds.
 JP0425
 JP0425.The orthometric height was determined by differential leveling
 JP0425.and adjusted by the National Geodetic Survey in June 1991..
 JP0425
 JP0425.The geoid height was determined by GEOID03.
 JP0425
 JP0425.The dynamic height is computed by dividing the NAVD 88
 JP0425.geopotential number by the normal gravity value computed on the
 JP0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0425.degrees latitude (g = 980.6199 gals.).
 JP0425
 JP0425.The modeled gravity was interpolated from observed gravity values.
 JP0425
 JP0425;                    North         East    Units  Estimated Accuracy
 JP0425;SPC NV C     - 6,464,740.      572,220.      MT  (+/- 180 meters Scaled)
 JP0425
 JP0425                          SUPERSEDED SURVEY CONTROL
 JP0425
 JP0425.No superseded survey control is available for this station.
 JP0425
 JP0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD010102(NAD 83)
 JP0425_MARKER: DD = SURVEY DISK
 JP0425_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0425_SP_SET: COPPER-CLAD STEEL ROD
 JP0425_STAMPING: 91 DOR 1967 6983
 JP0425_MARK LOGO: USGS  
 JP0425_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0425+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0425
 JP0425  HISTORY     - Date     Condition        Report By
 JP0425  HISTORY     - 1967     MONUMENTED       USGS
 JP0425
 JP0425                          STATION DESCRIPTION
 JP0425
 JP0425'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0425'FROM THE POST OFFICE IN DUCKWATER, NEVADA, PROCEED 8.5 MILES WEST
 JP0425'ALONG THE ROAD TO LITTLE SMOKY VALLEY, 0.1 MILE NORTH OF THE ROAD,
 JP0425'NEAR THE TOP OF A PROMINENT HILL, 5 FEET WEST OF A WITNESS, SET ON A
 JP0425'COPPER-COATED ROD ENCASED IN A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0520 ***********************************************************************
 MU0520  DESIGNATION -  91 FMK
 MU0520  PID         -  MU0520
 MU0520  STATE/COUNTY-  NV/HUMBOLDT
 MU0520  USGS QUAD   -  STAR VALLEY RIDGE SW (1973)
 MU0520
 MU0520                         *CURRENT SURVEY CONTROL
 MU0520  ___________________________________________________________________
 MU0520* NAD 83(1986)-  41 52 11.     (N)    116 57 30.     (W)     SCALED    
 MU0520* NAVD 88     -      1601.175  (meters)    5253.19   (feet)  POSTED    
 MU0520  ___________________________________________________________________
 MU0520  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 MU0520  DYNAMIC HT  -        1600.030 (meters)    5249.43  (feet)  COMP
 MU0520  MODELED GRAV-     979,850.9   (mgal)                       NAVD 88
 MU0520
 MU0520  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0520
 MU0520.The horizontal coordinates were scaled from a topographic map and have
 MU0520.an estimated accuracy of +/- 6 seconds.
 MU0520
 MU0520.The orthometric height was determined by differential leveling
 MU0520.and adjusted by the National Geodetic Survey in 1992..
 MU0520.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0520.rate of 0.0 thru 1.0 mm/km.
 MU0520
 MU0520.The geoid height was determined by GEOID03.
 MU0520
 MU0520.The dynamic height is computed by dividing the NAVD 88
 MU0520.geopotential number by the normal gravity value computed on the
 MU0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0520.degrees latitude (g = 980.6199 gals.).
 MU0520
 MU0520.The modeled gravity was interpolated from observed gravity values.
 MU0520
 MU0520;                    North         East    Units  Estimated Accuracy
 MU0520;SPC NV W     - 4,791,510.      934,900.      MT  (+/- 180 meters Scaled)
 MU0520
 MU0520                          SUPERSEDED SURVEY CONTROL
 MU0520
 MU0520  NGVD 29 (??/??/92) 1600.08   (m)         5249.6    (f) COMPUTED    2 0
 MU0520
 MU0520.Superseded values are not recommended for survey control.
 MU0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0520.See file dsdata.txt to determine how the superseded data were derived.
 MU0520
 MU0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG034353(NAD 83)
 MU0520_MARKER: DD = SURVEY DISK
 MU0520_SETTING: 66 = SET IN ROCK OUTCROP
 MU0520_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0520_STAMPING: 91 FMK 1973 5250
 MU0520_MARK LOGO: USGS  
 MU0520_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0520+STABILITY: POSITION/ELEVATION WELL
 MU0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0520+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0520
 MU0520  HISTORY     - Date     Condition        Report By
 MU0520  HISTORY     - 1973     MONUMENTED       USGS
 MU0520
 MU0520                          STATION DESCRIPTION
 MU0520
 MU0520'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0520'FROM I. L. STAR VALLEY LINE CABIN, NEVADA, PROCEED 4.3 MILES SOUTH
 MU0520'ALONG A DIRT ROAD, THENCE 12.3 MILES WEST ALONG DIRT ROAD ACROSS PIPE
 MU0520'LINE ROAD, THENCE 4.2 MILES NORTHEAST ALONG A TRACK ROAD, 100 FEET
 MU0520'NORTH OF THE CENTER OF LITTLE OWYHEE RIVER, 84 FEET EAST OF THE
 MU0520'CENTERLINE OF THE ROAD, ROCK CAIRN AT BENCH MARK, SET IN A ROCK
 MU0520'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0203 ***********************************************************************
 KR0203  DESIGNATION -  91 GWM
 KR0203  PID         -  KR0203
 KR0203  STATE/COUNTY-  NV/CHURCHILL
 KR0203  USGS QUAD   -  LAHONTAN MTS (1985)
 KR0203
 KR0203                         *CURRENT SURVEY CONTROL
 KR0203  ___________________________________________________________________
 KR0203* NAD 83(1986)-  39 25 17.     (N)    118 31 43.     (W)     SCALED    
 KR0203* NAVD 88     -      1269.061  (meters)    4163.58   (feet)  ADJUSTED  
 KR0203  ___________________________________________________________________
 KR0203  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 KR0203  DYNAMIC HT  -        1267.960 (meters)    4159.97  (feet)  COMP
 KR0203  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 KR0203
 KR0203  VERT ORDER  -  FIRST     CLASS II
 KR0203
 KR0203.The horizontal coordinates were scaled from a topographic map and have
 KR0203.an estimated accuracy of +/- 6 seconds.
 KR0203
 KR0203.The orthometric height was determined by differential leveling
 KR0203.and adjusted by the National Geodetic Survey in June 1991..
 KR0203
 KR0203.The geoid height was determined by GEOID03.
 KR0203
 KR0203.The dynamic height is computed by dividing the NAVD 88
 KR0203.geopotential number by the normal gravity value computed on the
 KR0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0203.degrees latitude (g = 980.6199 gals.).
 KR0203
 KR0203.The modeled gravity was interpolated from observed gravity values.
 KR0203
 KR0203;                    North         East    Units  Estimated Accuracy
 KR0203;SPC NV W     - 4,518,380.      804,710.      MT  (+/- 180 meters Scaled)
 KR0203
 KR0203                          SUPERSEDED SURVEY CONTROL
 KR0203
 KR0203  NGVD 29 (??/??/92) 1268.072  (m)         4160.33   (f) ADJ UNCH    1 2
 KR0203
 KR0203.Superseded values are not recommended for survey control.
 KR0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0203.See file dsdata.txt to determine how the superseded data were derived.
 KR0203
 KR0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD684646(NAD 83)
 KR0203_MARKER: DD = SURVEY DISK
 KR0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0203_STAMPING: 91 GWM 4160 1950
 KR0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0203+STABILITY: SURFACE MOTION
 KR0203
 KR0203  HISTORY     - Date     Condition        Report By
 KR0203  HISTORY     - 1950     MONUMENTED       USGS
 KR0203  HISTORY     - 1967     GOOD             NGS
 KR0203  HISTORY     - 20060519 MARK NOT FOUND   GEOCAC
 KR0203
 KR0203                          STATION DESCRIPTION
 KR0203
 KR0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0203'6.9 MI NE FROM SALT WELLS.
 KR0203'ABOUT 2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE
 KR0203'STATION AT SALT WELLS, THENCE 4.7 MILES NORTH ALONG A DIRT ROAD, IN
 KR0203'SECTION 17, T 18 N, R 31 E, 68 FEET SOUTH OF THE CENTER OF THE
 KR0203'INTERSECTION OF THE DIRT ROAD AND A ROAD WHICH LEADS EAST, 24 FEET
 KR0203'EAST OF THE CENTER LINE OF THE NORTH-SOUTH DIRT ROAD, 1.0 FOOT NORTH
 KR0203'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, A
 KR0203'U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE POST WHICH
 KR0203'PROJECTS 8 INCHES.  NOTE-- THE DISK WAS SLANTING.
 KR0203
 KR0203                          STATION RECOVERY (2006)
 KR0203
 KR0203'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0203'FOUND REMAINS OF HEAVILY DAMAGED CONCRETE BASE.  DISK IMPRESSION
 KR0203'VISIBLE ON PIECES BUT DISK NOT FOUND.  WITNESS POST NOT PRESENT.  A
 KR0203'NEW ROAD HAS BEEN GRADED HEADING EAST, STATION IS 47.5M (156FT) SOUTH
 KR0203'OF JUNCTION WITH NORTH-SOUTH ROAD.  ROAD IN 1967 DESCRIPTION STILL
 KR0203'PRESENT, BUT SLIGHTLY OVERGROWN.  OBSERVED GPSR COORDINATES N 39 25
 KR0203'15.72, W 118 31 42.54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0668 ***********************************************************************
 MU0668  DESIGNATION -  91 HEI
 MU0668  PID         -  MU0668
 MU0668  STATE/COUNTY-  NV/HUMBOLDT
 MU0668  USGS QUAD   -  CHIMNEY RESERVOIR (1980)
 MU0668
 MU0668                         *CURRENT SURVEY CONTROL
 MU0668  ___________________________________________________________________
 MU0668* NAD 83(1986)-  41 24 09.     (N)    117 08 45.     (W)     SCALED    
 MU0668* NAVD 88     -      1433.330  (meters)    4702.52   (feet)  POSTED    
 MU0668  ___________________________________________________________________
 MU0668  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 MU0668  DYNAMIC HT  -        1432.300 (meters)    4699.14  (feet)  COMP
 MU0668  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 MU0668
 MU0668  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0668
 MU0668.The horizontal coordinates were scaled from a topographic map and have
 MU0668.an estimated accuracy of +/- 6 seconds.
 MU0668
 MU0668.The orthometric height was determined by differential leveling
 MU0668.and adjusted by the National Geodetic Survey in 1992..
 MU0668.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0668.rate of 0.0 thru 1.0 mm/km.
 MU0668
 MU0668.The geoid height was determined by GEOID03.
 MU0668
 MU0668.The dynamic height is computed by dividing the NAVD 88
 MU0668.geopotential number by the normal gravity value computed on the
 MU0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0668.degrees latitude (g = 980.6199 gals.).
 MU0668
 MU0668.The modeled gravity was interpolated from observed gravity values.
 MU0668
 MU0668;                    North         East    Units  Estimated Accuracy
 MU0668;SPC NV W     - 4,739,340.      920,200.      MT  (+/- 180 meters Scaled)
 MU0668
 MU0668                          SUPERSEDED SURVEY CONTROL
 MU0668
 MU0668.No superseded survey control is available for this station.
 MU0668
 MU0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF878834(NAD 83)
 MU0668_MARKER: DD = SURVEY DISK
 MU0668_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0668_SP_SET: COPPER-CLAD STEEL ROD
 MU0668_STAMPING: 91 HEI 1974 4699
 MU0668_MARK LOGO: USGS  
 MU0668_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0668+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0668
 MU0668  HISTORY     - Date     Condition        Report By
 MU0668  HISTORY     - 1974     MONUMENTED       USGS
 MU0668
 MU0668                          STATION DESCRIPTION
 MU0668
 MU0668'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0668'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0668'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0668'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0668'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0668'T-ROAD WEST, THENCE 14.5 MILES WEST ALONG A TRACK ROAD, 1.9 MILES
 MU0668'SOUTH AND 7.9 MILES WEST OF LITTLE HUMBOLDT RANCH, 55 FEET WEST AND
 MU0668'2.7 FEET HIGHER THAN THE CENTERLINE OF THE ROAD AT THE CREST OF A
 MU0668'HILL, ALONGSIDE A SMALL CAIRN, SET ON COPPER-COATED ROD ENCASED IN
 MU0668'6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0052 ***********************************************************************
 MT0052  DESIGNATION -  91 JD
 MT0052  PID         -  MT0052
 MT0052  STATE/COUNTY-  NV/ELKO
 MT0052  USGS QUAD   -  MUSTANG DRAW (1989)
 MT0052
 MT0052                         *CURRENT SURVEY CONTROL
 MT0052  ___________________________________________________________________
 MT0052* NAD 83(1986)-  41 48 31.     (N)    114 19 20.     (W)     SCALED    
 MT0052* NAVD 88     -      1769.581  (meters)    5805.70   (feet)  ADJUSTED  
 MT0052  ___________________________________________________________________
 MT0052  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 MT0052  DYNAMIC HT  -        1768.240 (meters)    5801.30  (feet)  COMP
 MT0052  MODELED GRAV-     979,801.4   (mgal)                       NAVD 88
 MT0052
 MT0052  VERT ORDER  -  SECOND    CLASS 0
 MT0052
 MT0052.The horizontal coordinates were scaled from a topographic map and have
 MT0052.an estimated accuracy of +/- 6 seconds.
 MT0052
 MT0052.The orthometric height was determined by differential leveling
 MT0052.and adjusted by the National Geodetic Survey in June 1991..
 MT0052
 MT0052.The geoid height was determined by GEOID03.
 MT0052
 MT0052.The dynamic height is computed by dividing the NAVD 88
 MT0052.geopotential number by the normal gravity value computed on the
 MT0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0052.degrees latitude (g = 980.6199 gals.).
 MT0052
 MT0052.The modeled gravity was interpolated from observed gravity values.
 MT0052
 MT0052;                    North         East    Units  Estimated Accuracy
 MT0052;SPC NV E     - 8,784,210.      304,790.      MT  (+/- 180 meters Scaled)
 MT0052
 MT0052                          SUPERSEDED SURVEY CONTROL
 MT0052
 MT0052  NGVD 29 (??/??/92) 1768.422  (m)         5801.90   (f) ADJ UNCH    2 0
 MT0052
 MT0052.Superseded values are not recommended for survey control.
 MT0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0052.See file dsdata.txt to determine how the superseded data were derived.
 MT0052
 MT0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG224319(NAD 83)
 MT0052_MARKER: DD = SURVEY DISK
 MT0052_SETTING: 66 = SET IN ROCK OUTCROP
 MT0052_SP_SET: SET IN ROCK OUTCROP
 MT0052_STAMPING: 91 JD 1956 5802
 MT0052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0052+STABILITY: POSITION/ELEVATION WELL
 MT0052
 MT0052  HISTORY     - Date     Condition        Report By
 MT0052  HISTORY     - 1956     MONUMENTED       USGS
 MT0052  HISTORY     - 1958     GOOD             NGS
 MT0052
 MT0052                          STATION DESCRIPTION
 MT0052
 MT0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0052'35.9 MI E FROM SAN JACINTO.
 MT0052'31.9 MILES EAST ALONG A GRAVEL ROAD FROM THE OREGON SHORT LINE
 MT0052'RAILROAD AT SAN JACINTO, THENCE 4.0 MILES SOUTH ALONG A DIRT ROAD, 430
 MT0052'FEET SOUTH OF THE CENTER OF THE JUNCTION OF A DIRT ROAD SOUTHWEST, IN
 MT0052'THE TOP OF AN 8-BY 10-FOOT OUTCROP WHICH PROJECTS 4 FEET ABOVE THE
 MT0052'GROUND, 102 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD SOUTHWEST,
 MT0052'AND MARKED BY THE WHITE PAINTED LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0404 ***********************************************************************
 MV0404  DESIGNATION -  91 LRC
 MV0404  PID         -  MV0404
 MV0404  STATE/COUNTY-  NV/WASHOE
 MV0404  USGS QUAD   -  NELLIE SPRING MTN (1979)
 MV0404
 MV0404                         *CURRENT SURVEY CONTROL
 MV0404  ___________________________________________________________________
 MV0404* NAD 83(1986)-  41 22 57.     (N)    119 34 15.     (W)     SCALED    
 MV0404* NAVD 88     -      1822.872  (meters)    5980.54   (feet)  ADJUSTED  
 MV0404  ___________________________________________________________________
 MV0404  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 MV0404  DYNAMIC HT  -        1821.392 (meters)    5975.68  (feet)  COMP
 MV0404  MODELED GRAV-     979,746.3   (mgal)                       NAVD 88
 MV0404
 MV0404  VERT ORDER  -  SECOND    CLASS 0
 MV0404
 MV0404.The horizontal coordinates were scaled from a topographic map and have
 MV0404.an estimated accuracy of +/- 6 seconds.
 MV0404
 MV0404.The orthometric height was determined by differential leveling
 MV0404.and adjusted by the National Geodetic Survey in June 1991..
 MV0404
 MV0404.The geoid height was determined by GEOID03.
 MV0404
 MV0404.The dynamic height is computed by dividing the NAVD 88
 MV0404.geopotential number by the normal gravity value computed on the
 MV0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0404.degrees latitude (g = 980.6199 gals.).
 MV0404
 MV0404.The modeled gravity was interpolated from observed gravity values.
 MV0404
 MV0404;                    North         East    Units  Estimated Accuracy
 MV0404;SPC NV W     - 4,736,590.      717,410.      MT  (+/- 180 meters Scaled)
 MV0404
 MV0404                          SUPERSEDED SURVEY CONTROL
 MV0404
 MV0404.No superseded survey control is available for this station.
 MV0404
 MV0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF850844(NAD 83)
 MV0404_MARKER: DD = SURVEY DISK
 MV0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0404_SP_SET: CONCRETE POST
 MV0404_STAMPING: 91 LRC 1972 5976
 MV0404_MARK LOGO: USGS  
 MV0404_PROJECTION: FLUSH
 MV0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0404+STABILITY: SURFACE MOTION
 MV0404
 MV0404  HISTORY     - Date     Condition        Report By
 MV0404  HISTORY     - 1972     MONUMENTED       USGS
 MV0404
 MV0404                          STATION DESCRIPTION
 MV0404
 MV0404'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0404'42.2 KM (26.20 MI) SE FROM VYA.
 MV0404'VYA, 2.0 MILES SOUTHWEST OF, THENCE 20.9 MILES SOUTHWEST ALONG STATE
 MV0404'HIGHWAY 34 TO A ROAD JUNCTION NORTHEAST, THENCE 3.3 MILES NORTHEAST
 MV0404'TOWARD PARKER RANCH TO A TOP, 0.3 MILES NORTH OF A SADDLE, 51
 MV0404'FEET SOUTH OF A POINT OF BRUSH, AND 36 FEET WEST OF THE CENTERLINE OF
 MV0404'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR2566 ***********************************************************************
 HR2566  DESIGNATION -  9195=SUGARLOAF
 HR2566  PID         -  HR2566
 HR2566  STATE/COUNTY-  NV/MINERAL
 HR2566  USGS QUAD   -  MT MONTGOMERY (1994)
 HR2566
 HR2566                         *CURRENT SURVEY CONTROL
 HR2566  ___________________________________________________________________
 HR2566* NAD 83(1994)-  37 56 02.80148(N)    118 18 22.35940(W)     ADJUSTED  
 HR2566* NAVD 88     -      2800.3    (meters)    9187.     (feet)  VERTCON   
 HR2566  ___________________________________________________________________
 HR2566  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HR2566  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 HR2566
 HR2566  HORZ ORDER  -  THIRD
 HR2566
 HR2566.The horizontal coordinates were established by classical geodetic methods
 HR2566.and adjusted by the National Geodetic Survey in June 1998..
 HR2566
 HR2566.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR2566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR2566
 HR2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2566
 HR2566.The geoid height was determined by GEOID03.
 HR2566
 HR2566;                    North         East     Units Scale Factor Converg.
 HR2566;SPC NV W     - 4,353,327.225   824,359.690   MT  0.99990731   +0 10 13.3
 HR2566;SPC NV W     -14,282,541.07  2,704,586.75   sFT  0.99990731   +0 10 13.3
 HR2566;SPC CA 3     -   661,420.087 2,192,827.823   MT  0.99993426   +1 20 35.2
 HR2566;SPC CA 3     - 2,170,009.07  7,194,302.62   sFT  0.99993426   +1 20 35.2
 HR2566;UTM  11      - 4,199,309.044   385,213.185   MT  0.99976228   -0 48 11.1
 HR2566
 HR2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2566!SPC NV W     -   0.99956468  x   0.99990731  =   0.99947203
 HR2566!SPC CA 3     -   0.99956468  x   0.99993426  =   0.99949896
 HR2566!UTM  11      -   0.99956468  x   0.99976228  =   0.99932706
 HR2566
 HR2566:                Primary Azimuth Mark                     Grid Az
 HR2566:SPC NV W     -  SUGARLOAF AZ MK                          017 12 27.3
 HR2566:SPC CA 3     -  SUGARLOAF AZ MK                          016 02 05.4
 HR2566:UTM  11      -  SUGARLOAF AZ MK                          018 10 51.7
 HR2566
 HR2566|---------------------------------------------------------------------|
 HR2566| PID    Reference Object                     Distance      Geod. Az  |
 HR2566|                                                           dddmmss.s |
 HR2566| DA9836 SUGARLOAF AZ MK                                    0172240.6 |
 HR2566| DA9837 SUGARLOAF RM 1                        8.856 METERS 04229     |
 HR2566| DA9838 SUGARLOAF RM 2                        5.528 METERS 11228     |
 HR2566| HR2567 SUGARLOAF CAIRN                       5.780 METERS 12307     |
 HR2566|---------------------------------------------------------------------|
 HR2566
 HR2566                          SUPERSEDED SURVEY CONTROL
 HR2566
 HR2566  NAD 83(1992)-  37 56 02.79587(N)    118 18 22.36043(W) AD(       ) 3
 HR2566  NAD 83(1986)-  37 56 02.79546(N)    118 18 22.34846(W) AD(       ) 3
 HR2566  NAD 27      -  37 56 03.04900(N)    118 18 18.91900(W) AD(       ) 3
 HR2566  NGVD 29 (07/19/86) 2798.8    (m)         9182.     (f) VERT ANG       
 HR2566
 HR2566.Superseded values are not recommended for survey control.
 HR2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2566.See file dsdata.txt to determine how the superseded data were derived.
 HR2566
 HR2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB8521399309(NAD 83)
 HR2566_MARKER: Z = SEE DESCRIPTION
 HR2566_SETTING: 0 = UNSPECIFIED SETTING
 HR2566
 HR2566  HISTORY     - Date     Condition        Report By
 HR2566  HISTORY     - 1950     MONUMENTED       CGS
 HR2566
 HR2566                          STATION DESCRIPTION
 HR2566
 HR2566'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HR2566'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT HILL
 HR2566'WHICH IS LOCALLY KNOWN AS SUGARLOAF PEAK.  IT IS 24 MILES AIR
 HR2566'LINE WEST SOUTHWEST OF COALDALE, NEVADA, 12 MILES AIR LINE
 HR2566'NORTHEAST OF BENTON, CALIFORNIA AND 6 MILES AIR LINE SOUTH
 HR2566'SOUTHWEST OF THE BASALT MAINTENANCE STATION.  THE MARK IS A
 HR2566'U.S. GEOLOGICAL SURVEY MARK SET IN A DRILL HOLE IN A BOULDER.
 HR2566'THE BOULDER PROJECTS 8 INCHES ABOVE THE GROUND.  THE MARK IS
 HR2566'STAMPED 9195 VA 1914.
 HR2566'
 HR2566'REFERENCE MARK NUMBER ONE IS ABOUT 18 INCHES LOWER THAN THE STATION.
 HR2566'THE BOULDER IN WHICH THE MARK IS SET IS FLUSH WITH THE GROUND.
 HR2566'THE MARK IS STAMPED SUGARLOAF USGS NO 1 1950.
 HR2566'
 HR2566'REFERENCE MARK NUMBER TWO IS ABOUT 6 INCHES LOWER THAN THE
 HR2566'STATION.  THE BOULDER IN WHICH IT IS SET PROJECTS 6 INCHES ABOVE
 HR2566'THE GROUND.  THE MARK IS STAMPED SUGARLOAF USGS NO 2 1950.
 HR2566'
 HR2566'THE AZIMUTH MARK IS LOCATED 20 FEET EAST OF THE ROAD LEADING TO
 HR2566'THE STATION.  IT IS 6.5 FEET NORTHEAST OF A WHITE WITNESS POST.
 HR2566'THE BOULDER IN WHICH THE MARK IS SET PROJECTS 10 INCHES ABOVE
 HR2566'THE GROUND.  THE MARK IS STAMPED SUGARLOAF USGS 1950.
 HR2566'
 HR2566'TO REACH FROM THE BASALT MAINTENANCE STATION, GO WESTERLY ON
 HR2566'U.S. HIGHWAY 6 FOR 4.4 MILES TO A DIRT ROAD LEFT AND A SERVICE
 HR2566'STATION ON THE RIGHT.  TURN LEFT AND GO 0.1 MILE TO A THREE ROAD
 HR2566'FORK.  TAKE THE LEFT FORK AND GO 1.1 MILES TO A FORK.  TAKE THE
 HR2566'RIGHT FORK AND GO 1.0 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 HR2566'1.8 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED ABOVE.
 HR2566'CONTINUE ON THE ROAD FOR 1.5 MILES TO A FORK.  TAKE THE RIGHT
 HR2566'FORK AND GO 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 HR2566'0.2 MILE TO THE END OF THE ROAD AT A MINE AND THE END OF TRUCK
 HR2566'TRAVEL.  PACK NORTHEAST UP THE SLOPE TO THE HIGHEST POINT
 HR2566'AND THE STATION AS DESCRIBED ABOVE.  A 10 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0426 ***********************************************************************
 JP0426  DESIGNATION -  92 DOR
 JP0426  PID         -  JP0426
 JP0426  STATE/COUNTY-  NV/NYE
 JP0426  USGS QUAD   -  BROWN SUMMIT (1968)
 JP0426
 JP0426                         *CURRENT SURVEY CONTROL
 JP0426  ___________________________________________________________________
 JP0426* NAD 83(1986)-  38 55 39.     (N)    115 50 32.     (W)     SCALED    
 JP0426* NAVD 88     -      2065.486  (meters)    6776.52   (feet)  ADJUSTED  
 JP0426  ___________________________________________________________________
 JP0426  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 JP0426  DYNAMIC HT  -        2063.188 (meters)    6768.98  (feet)  COMP
 JP0426  MODELED GRAV-     979,441.4   (mgal)                       NAVD 88
 JP0426
 JP0426  VERT ORDER  -  SECOND    CLASS 0
 JP0426
 JP0426.The horizontal coordinates were scaled from a topographic map and have
 JP0426.an estimated accuracy of +/- 6 seconds.
 JP0426
 JP0426.The orthometric height was determined by differential leveling
 JP0426.and adjusted by the National Geodetic Survey in June 1991..
 JP0426
 JP0426.The geoid height was determined by GEOID03.
 JP0426
 JP0426.The dynamic height is computed by dividing the NAVD 88
 JP0426.geopotential number by the normal gravity value computed on the
 JP0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0426.degrees latitude (g = 980.6199 gals.).
 JP0426
 JP0426.The modeled gravity was interpolated from observed gravity values.
 JP0426
 JP0426;                    North         East    Units  Estimated Accuracy
 JP0426;SPC NV C     - 6,463,870.      571,490.      MT  (+/- 180 meters Scaled)
 JP0426
 JP0426                          SUPERSEDED SURVEY CONTROL
 JP0426
 JP0426.No superseded survey control is available for this station.
 JP0426
 JP0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD003093(NAD 83)
 JP0426_MARKER: DD = SURVEY DISK
 JP0426_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0426_SP_SET: COPPER-CLAD STEEL ROD
 JP0426_STAMPING: 92 DOR 1967 6772
 JP0426_MARK LOGO: USGS  
 JP0426_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0426+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0426
 JP0426  HISTORY     - Date     Condition        Report By
 JP0426  HISTORY     - 1967     MONUMENTED       USGS
 JP0426
 JP0426                          STATION DESCRIPTION
 JP0426
 JP0426'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0426'FROM THE POST OFFICE IN DUCKWATER, NEVADA, PROCEED 9.1 MILES WEST
 JP0426'ALONG THE ROAD TO LITTLE SMOKY VALLEY, 0.1 MILE SOUTHEAST OF THE ROAD,
 JP0426'25 FEET WEST OF A ROAD, 1 FOOT NORTHWEST OF A WITNESS, SET ON A
 JP0426'COPPER-COATED ROD, ENCLOSED IN A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0521 ***********************************************************************
 MU0521  DESIGNATION -  92 FMK
 MU0521  PID         -  MU0521
 MU0521  STATE/COUNTY-  NV/HUMBOLDT
 MU0521  USGS QUAD   -  STAR VALLEY RIDGE WEST (1973)
 MU0521
 MU0521                         *CURRENT SURVEY CONTROL
 MU0521  ___________________________________________________________________
 MU0521* NAD 83(1986)-  41 52 57.     (N)    116 58 03.     (W)     SCALED    
 MU0521* NAVD 88     -      1608.328  (meters)    5276.66   (feet)  POSTED    
 MU0521  ___________________________________________________________________
 MU0521  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 MU0521  DYNAMIC HT  -        1607.180 (meters)    5272.89  (feet)  COMP
 MU0521  MODELED GRAV-     979,852.1   (mgal)                       NAVD 88
 MU0521
 MU0521  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0521
 MU0521.The horizontal coordinates were scaled from a topographic map and have
 MU0521.an estimated accuracy of +/- 6 seconds.
 MU0521
 MU0521.The orthometric height was determined by differential leveling
 MU0521.and adjusted by the National Geodetic Survey in 1992..
 MU0521.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0521.rate of 0.0 thru 1.0 mm/km.
 MU0521
 MU0521.The geoid height was determined by GEOID03.
 MU0521
 MU0521.The dynamic height is computed by dividing the NAVD 88
 MU0521.geopotential number by the normal gravity value computed on the
 MU0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0521.degrees latitude (g = 980.6199 gals.).
 MU0521
 MU0521.The modeled gravity was interpolated from observed gravity values.
 MU0521
 MU0521;                    North         East    Units  Estimated Accuracy
 MU0521;SPC NV W     - 4,792,910.      934,110.      MT  (+/- 180 meters Scaled)
 MU0521
 MU0521                          SUPERSEDED SURVEY CONTROL
 MU0521
 MU0521  NGVD 29 (??/??/92) 1607.23   (m)         5273.1    (f) COMPUTED    2 0
 MU0521
 MU0521.Superseded values are not recommended for survey control.
 MU0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0521.See file dsdata.txt to determine how the superseded data were derived.
 MU0521
 MU0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG026367(NAD 83)
 MU0521_MARKER: DD = SURVEY DISK
 MU0521_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0521_SP_SET: COPPER-CLAD STEEL ROD
 MU0521_STAMPING: 92 FMK 1973 5273
 MU0521_MARK LOGO: USGS  
 MU0521_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0521+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0521
 MU0521  HISTORY     - Date     Condition        Report By
 MU0521  HISTORY     - 1973     MONUMENTED       USGS
 MU0521
 MU0521                          STATION DESCRIPTION
 MU0521
 MU0521'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0521'FROM I. L. STAR VALLEY LINE CABIN, NEVADA, PROCEED 4.3 MILES SOUTH
 MU0521'ALONG A DIRT ROAD, THENCE 12.3 MILES WEST ALONG DIRT ROAD TO THE
 MU0521'LITTLE OWYHEE RIVER, THENCE 5.3 MILES NORTHEAST ALONG A TRACK ROAD, 83
 MU0521'FEET WEST OF THE CENTERLINE OF THE ROAD, ROCK CAIRN AT BENCH MARK, SET
 MU0521'ON A COPPER-COATED STEEL ROD ENCASED IN A 6-INCH BLACK FIBER PIPE
 MU0521'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0193 ***********************************************************************
 KR0193  DESIGNATION -  92 GWM
 KR0193  PID         -  KR0193
 KR0193  STATE/COUNTY-  NV/CHURCHILL
 KR0193  USGS QUAD   -  LAHONTAN MTS (1985)
 KR0193
 KR0193                         *CURRENT SURVEY CONTROL
 KR0193  ___________________________________________________________________
 KR0193* NAD 83(1986)-  39 27 50.     (N)    118 33 10.     (W)     SCALED    
 KR0193* NAVD 88     -      1198.644  (meters)    3932.55   (feet)  ADJUSTED  
 KR0193  ___________________________________________________________________
 KR0193  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KR0193  DYNAMIC HT  -        1197.619 (meters)    3929.19  (feet)  COMP
 KR0193  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 KR0193
 KR0193  VERT ORDER  -  FIRST     CLASS II
 KR0193
 KR0193.The horizontal coordinates were scaled from a topographic map and have
 KR0193.an estimated accuracy of +/- 6 seconds.
 KR0193
 KR0193.The orthometric height was determined by differential leveling
 KR0193.and adjusted by the National Geodetic Survey in June 1991..
 KR0193
 KR0193.The geoid height was determined by GEOID03.
 KR0193
 KR0193.The dynamic height is computed by dividing the NAVD 88
 KR0193.geopotential number by the normal gravity value computed on the
 KR0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0193.degrees latitude (g = 980.6199 gals.).
 KR0193
 KR0193.The modeled gravity was interpolated from observed gravity values.
 KR0193
 KR0193;                    North         East    Units  Estimated Accuracy
 KR0193;SPC NV W     - 4,523,100.      802,630.      MT  (+/- 180 meters Scaled)
 KR0193
 KR0193                          SUPERSEDED SURVEY CONTROL
 KR0193
 KR0193  NGVD 29 (??/??/92) 1197.688  (m)         3929.41   (f) ADJ UNCH    1 2
 KR0193
 KR0193.Superseded values are not recommended for survey control.
 KR0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0193.See file dsdata.txt to determine how the superseded data were derived.
 KR0193
 KR0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD664694(NAD 83)
 KR0193_MARKER: DD = SURVEY DISK
 KR0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0193_STAMPING: 92 GWM 3929 1950
 KR0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0193+STABILITY: SURFACE MOTION
 KR0193
 KR0193  HISTORY     - Date     Condition        Report By
 KR0193  HISTORY     - 1950     MONUMENTED       USGS
 KR0193  HISTORY     - 1967     GOOD             NGS
 KR0193
 KR0193                          STATION DESCRIPTION
 KR0193
 KR0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0193'5.7 MI S FROM STILLWATER.
 KR0193'ABOUT 1.5 MILES WEST ALONG STILLWATER ROAD FROM BRIDGE NUMBER 293 OVER
 KR0193'A LARGE DRAINAGE DITCH AT STILLWATER, THENCE 1.65 MILES SOUTH ALONG A
 KR0193'DIRT ROAD WHICH PARALLELS THE WEST SIDE OF AN IRRIGATION CANAL, THENCE
 KR0193'0.55 MILE SOUTHEAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTHWEST
 KR0193'SIDE OF AN IRRIGATION CANAL, THENCE 2.0 MILES SOUTH ALONG A DIRT ROAD,
 KR0193'IN SECTION 31, T 19 N, R 31 E, 68 FEET NORTHEAST OF THE CENTER OF THE
 KR0193'JUNCTION OF THE DIRT ROAD AND A DIRT ROAD WHICH LEADS EAST, 74 FEET
 KR0193'EAST OF THE CENTER LINE OF THE NORTH-SOUTH DIRT ROAD, 1.0 FOOT NORTH
 KR0193'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, A
 KR0193'U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE POST WHICH
 KR0193'PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0669 ***********************************************************************
 MU0669  DESIGNATION -  92 HEI
 MU0669  PID         -  MU0669
 MU0669  STATE/COUNTY-  NV/HUMBOLDT
 MU0669  USGS QUAD   -  CHIMNEY RESERVOIR (1980)
 MU0669
 MU0669                         *CURRENT SURVEY CONTROL
 MU0669  ___________________________________________________________________
 MU0669* NAD 83(1986)-  41 24 45.     (N)    117 08 10.     (W)     SCALED    
 MU0669* NAVD 88     -      1426.079  (meters)    4678.73   (feet)  POSTED    
 MU0669  ___________________________________________________________________
 MU0669  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 MU0669  DYNAMIC HT  -        1425.050 (meters)    4675.35  (feet)  COMP
 MU0669  MODELED GRAV-     979,850.2   (mgal)                       NAVD 88
 MU0669
 MU0669  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0669
 MU0669.The horizontal coordinates were scaled from a topographic map and have
 MU0669.an estimated accuracy of +/- 6 seconds.
 MU0669
 MU0669.The orthometric height was determined by differential leveling
 MU0669.and adjusted by the National Geodetic Survey in 1992..
 MU0669.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0669.rate of 0.0 thru 1.0 mm/km.
 MU0669
 MU0669.The geoid height was determined by GEOID03.
 MU0669
 MU0669.The dynamic height is computed by dividing the NAVD 88
 MU0669.geopotential number by the normal gravity value computed on the
 MU0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0669.degrees latitude (g = 980.6199 gals.).
 MU0669
 MU0669.The modeled gravity was interpolated from observed gravity values.
 MU0669
 MU0669;                    North         East    Units  Estimated Accuracy
 MU0669;SPC NV W     - 4,740,460.      920,990.      MT  (+/- 180 meters Scaled)
 MU0669
 MU0669                          SUPERSEDED SURVEY CONTROL
 MU0669
 MU0669.No superseded survey control is available for this station.
 MU0669
 MU0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF886845(NAD 83)
 MU0669_MARKER: DD = SURVEY DISK
 MU0669_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0669_SP_SET: COPPER-CLAD STEEL ROD
 MU0669_STAMPING: 92 HEI 1974 4676
 MU0669_MARK LOGO: USGS  
 MU0669_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0669+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0669
 MU0669  HISTORY     - Date     Condition        Report By
 MU0669  HISTORY     - 1974     MONUMENTED       USGS
 MU0669
 MU0669                          STATION DESCRIPTION
 MU0669
 MU0669'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0669'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0669'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0669'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0669'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0669'T-ROAD WEST, THENCE 15.4 MILES WEST ALONG A TRACK ROAD, 1.0 MILES
 MU0669'SOUTH AND 7.9 MILES WEST OF LITTLE HUMBOLDT RANCH, 76 FEET NORTHWEST
 MU0669'AND LEVEL WITH THE CENTERLINE OF THE ROAD, ALONGSIDE A SMALL CAIRN,
 MU0669'SET ON COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0669'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0056 ***********************************************************************
 MT0056  DESIGNATION -  92 JD
 MT0056  PID         -  MT0056
 MT0056  STATE/COUNTY-  NV/ELKO
 MT0056  USGS QUAD   -  MUSTANG DRAW (1989)
 MT0056
 MT0056                         *CURRENT SURVEY CONTROL
 MT0056  ___________________________________________________________________
 MT0056* NAD 83(1986)-  41 47 52.     (N)    114 19 52.     (W)     SCALED    
 MT0056* NAVD 88     -      1774.569  (meters)    5822.07   (feet)  ADJUSTED  
 MT0056  ___________________________________________________________________
 MT0056  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 MT0056  DYNAMIC HT  -        1773.212 (meters)    5817.61  (feet)  COMP
 MT0056  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 MT0056
 MT0056  VERT ORDER  -  SECOND    CLASS 0
 MT0056
 MT0056.The horizontal coordinates were scaled from a topographic map and have
 MT0056.an estimated accuracy of +/- 6 seconds.
 MT0056
 MT0056.The orthometric height was determined by differential leveling
 MT0056.and adjusted by the National Geodetic Survey in June 1991..
 MT0056
 MT0056.The geoid height was determined by GEOID03.
 MT0056
 MT0056.The dynamic height is computed by dividing the NAVD 88
 MT0056.geopotential number by the normal gravity value computed on the
 MT0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0056.degrees latitude (g = 980.6199 gals.).
 MT0056
 MT0056.The modeled gravity was interpolated from observed gravity values.
 MT0056
 MT0056;                    North         East    Units  Estimated Accuracy
 MT0056;SPC NV E     - 8,783,000.      304,070.      MT  (+/- 180 meters Scaled)
 MT0056
 MT0056                          SUPERSEDED SURVEY CONTROL
 MT0056
 MT0056  NGVD 29 (??/??/92) 1773.403  (m)         5818.24   (f) ADJ UNCH    2 0
 MT0056
 MT0056.Superseded values are not recommended for survey control.
 MT0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0056.See file dsdata.txt to determine how the superseded data were derived.
 MT0056
 MT0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG217307(NAD 83)
 MT0056_MARKER: DD = SURVEY DISK
 MT0056_SETTING: 66 = SET IN ROCK OUTCROP
 MT0056_SP_SET: SET IN ROCK OUTCROP
 MT0056_STAMPING: 92 JD 1956 5818
 MT0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0056+STABILITY: POSITION/ELEVATION WELL
 MT0056
 MT0056  HISTORY     - Date     Condition        Report By
 MT0056  HISTORY     - 1956     MONUMENTED       USGS
 MT0056  HISTORY     - 1958     GOOD             NGS
 MT0056
 MT0056                          STATION DESCRIPTION
 MT0056
 MT0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0056'37.8 MI SE FROM SAN JACINTO.
 MT0056'31.9 MILES EAST ALONG A GRAVEL ROAD FROM THE OREGON SHORT LINE
 MT0056'RAILROAD AT SAN JACINTO, THENCE 5.9 MILES SOUTH ALONG A DIRT ROAD, 0.2
 MT0056'MILE NORTHEAST OF THE Y JUNCTION OF A DIRT ROAD NORTHWEST, ON THE
 MT0056'OUTSIDE OF A CURVE, IN THE CENTER OF THE TOP OF A 20-FOOT LONG RUST
 MT0056'COLORED OUTCROP WHICH PROJECTS 3 1/2 FEET ABOVE THE GROUND, AND MARKED
 MT0056'BY THE WHITE PAINTED LETTERS USBM 5818.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0405 ***********************************************************************
 MV0405  DESIGNATION -  92 LRC
 MV0405  PID         -  MV0405
 MV0405  STATE/COUNTY-  NV/WASHOE
 MV0405  USGS QUAD   -  HART MOUNTAIN (1978)
 MV0405
 MV0405                         *CURRENT SURVEY CONTROL
 MV0405  ___________________________________________________________________
 MV0405* NAD 83(1986)-  41 22 07.     (N)    119 34 42.     (W)     SCALED    
 MV0405* NAVD 88     -      1802.491  (meters)    5913.67   (feet)  ADJUSTED  
 MV0405  ___________________________________________________________________
 MV0405  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 MV0405  DYNAMIC HT  -        1801.026 (meters)    5908.87  (feet)  COMP
 MV0405  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 MV0405
 MV0405  VERT ORDER  -  SECOND    CLASS 0
 MV0405
 MV0405.The horizontal coordinates were scaled from a topographic map and have
 MV0405.an estimated accuracy of +/- 6 seconds.
 MV0405
 MV0405.The orthometric height was determined by differential leveling
 MV0405.and adjusted by the National Geodetic Survey in June 1991..
 MV0405
 MV0405.The geoid height was determined by GEOID03.
 MV0405
 MV0405.The dynamic height is computed by dividing the NAVD 88
 MV0405.geopotential number by the normal gravity value computed on the
 MV0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0405.degrees latitude (g = 980.6199 gals.).
 MV0405
 MV0405.The modeled gravity was interpolated from observed gravity values.
 MV0405
 MV0405;                    North         East    Units  Estimated Accuracy
 MV0405;SPC NV W     - 4,735,060.      716,760.      MT  (+/- 180 meters Scaled)
 MV0405
 MV0405                          SUPERSEDED SURVEY CONTROL
 MV0405
 MV0405.No superseded survey control is available for this station.
 MV0405
 MV0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF843828(NAD 83)
 MV0405_MARKER: DD = SURVEY DISK
 MV0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0405_SP_SET: CONCRETE POST
 MV0405_STAMPING: 92 LRC 1972 5910
 MV0405_MARK LOGO: USGS  
 MV0405_PROJECTION: FLUSH
 MV0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0405+STABILITY: SURFACE MOTION
 MV0405
 MV0405  HISTORY     - Date     Condition        Report By
 MV0405  HISTORY     - 1972     MONUMENTED       USGS
 MV0405
 MV0405                          STATION DESCRIPTION
 MV0405
 MV0405'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0405'40.1 KM (24.90 MI) SE FROM VYA.
 MV0405'VYA, 2.0 MILES SOUTHWEST OF, THENCE 20.9 MILES ALONG STATE HIGHWAY 34
 MV0405'TO A ROAD JUNCTION NORTHEAST, THENCE 2.0 MILES NORTHEAST TOWARD
 MV0405'PARKER RANCH TO A SMALL FLAT, ABOUT 150 FEET SOUTH OF A CURVE, AND 29
 MV0405'FEET WEST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0307 ***********************************************************************
 JQ0307  DESIGNATION -  93
 JQ0307  PID         -  JQ0307
 JQ0307  STATE/COUNTY-  NV/ESMERALDA
 JQ0307  USGS QUAD   -  CROW SPRINGS (1968)
 JQ0307
 JQ0307                         *CURRENT SURVEY CONTROL
 JQ0307  ___________________________________________________________________
 JQ0307* NAD 83(1986)-  38 08 09.     (N)    117 31 03.     (W)     SCALED    
 JQ0307* NAVD 88     -      1460.044  (meters)    4790.16   (feet)  ADJUSTED  
 JQ0307  ___________________________________________________________________
 JQ0307  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 JQ0307  DYNAMIC HT  -        1458.486 (meters)    4785.05  (feet)  COMP
 JQ0307  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 JQ0307
 JQ0307  VERT ORDER  -  FIRST     CLASS II
 JQ0307
 JQ0307.The horizontal coordinates were scaled from a topographic map and have
 JQ0307.an estimated accuracy of +/- 6 seconds.
 JQ0307
 JQ0307.The orthometric height was determined by differential leveling
 JQ0307.and adjusted by the National Geodetic Survey in June 1991..
 JQ0307
 JQ0307.The geoid height was determined by GEOID03.
 JQ0307
 JQ0307.The dynamic height is computed by dividing the NAVD 88
 JQ0307.geopotential number by the normal gravity value computed on the
 JQ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0307.degrees latitude (g = 980.6199 gals.).
 JQ0307
 JQ0307.The modeled gravity was interpolated from observed gravity values.
 JQ0307
 JQ0307;                    North         East    Units  Estimated Accuracy
 JQ0307;SPC NV W     - 4,376,220.      893,430.      MT  (+/- 180 meters Scaled)
 JQ0307
 JQ0307                          SUPERSEDED SURVEY CONTROL
 JQ0307
 JQ0307  NGVD 29 (??/??/92) 1458.942  (m)         4786.55   (f) ADJ UNCH    1 2
 JQ0307
 JQ0307.Superseded values are not recommended for survey control.
 JQ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0307.See file dsdata.txt to determine how the superseded data were derived.
 JQ0307
 JQ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC546210(NAD 83)
 JQ0307_MARKER: DD = SURVEY DISK
 JQ0307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0307_STAMPING: RSP 93 EXE
 JQ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0307+STABILITY: SURFACE MOTION
 JQ0307
 JQ0307  HISTORY     - Date     Condition        Report By
 JQ0307  HISTORY     - UNK      MONUMENTED       NVDH
 JQ0307  HISTORY     - 1953     GOOD             NGS
 JQ0307  HISTORY     - 1984     GOOD             NGS
 JQ0307
 JQ0307                          STATION DESCRIPTION
 JQ0307
 JQ0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0307'17.1 MI W FROM TONOPAH.
 JQ0307'17.1 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0307'TONOPAH, AT 24-INCH CONCRETE PIPE CULVERT D 974+77, IN THE TOP OF THE
 JQ0307'NORTH CONCRETE HEAD WALL, 24 FEET NORTH OF THE CENTER LINE OF THE
 JQ0307'HIGHWAY, 0.8 FOOT EAST OF THE WEST END OF THE HEAD WALL, AND ABOUT 1
 JQ0307'FOOT LOWER THAN THE HIGHWAY.
 JQ0307
 JQ0307                          STATION RECOVERY (1984)
 JQ0307
 JQ0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0307'RECOVERED IN GOOD CONDITION.  DISK HAS NO PRECAST ORIGIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0427 ***********************************************************************
 JP0427  DESIGNATION -  93 DOR
 JP0427  PID         -  JP0427
 JP0427  STATE/COUNTY-  NV/NYE
 JP0427  USGS QUAD   -  BROWN SUMMIT (1968)
 JP0427
 JP0427                         *CURRENT SURVEY CONTROL
 JP0427  ___________________________________________________________________
 JP0427* NAD 83(1986)-  38 55 06.     (N)    115 51 12.     (W)     SCALED    
 JP0427* NAVD 88     -      2030.997  (meters)    6663.36   (feet)  ADJUSTED  
 JP0427  ___________________________________________________________________
 JP0427  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 JP0427  DYNAMIC HT  -        2028.753 (meters)    6656.00  (feet)  COMP
 JP0427  MODELED GRAV-     979,450.1   (mgal)                       NAVD 88
 JP0427
 JP0427  VERT ORDER  -  SECOND    CLASS 0
 JP0427
 JP0427.The horizontal coordinates were scaled from a topographic map and have
 JP0427.an estimated accuracy of +/- 6 seconds.
 JP0427
 JP0427.The orthometric height was determined by differential leveling
 JP0427.and adjusted by the National Geodetic Survey in June 1991..
 JP0427
 JP0427.The geoid height was determined by GEOID03.
 JP0427
 JP0427.The dynamic height is computed by dividing the NAVD 88
 JP0427.geopotential number by the normal gravity value computed on the
 JP0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0427.degrees latitude (g = 980.6199 gals.).
 JP0427
 JP0427.The modeled gravity was interpolated from observed gravity values.
 JP0427
 JP0427;                    North         East    Units  Estimated Accuracy
 JP0427;SPC NV C     - 6,462,850.      570,530.      MT  (+/- 180 meters Scaled)
 JP0427
 JP0427                          SUPERSEDED SURVEY CONTROL
 JP0427
 JP0427.No superseded survey control is available for this station.
 JP0427
 JP0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND994083(NAD 83)
 JP0427_MARKER: DD = SURVEY DISK
 JP0427_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0427_SP_SET: COPPER-CLAD STEEL ROD
 JP0427_STAMPING: 93 DOR 1967 6659
 JP0427_MARK LOGO: USGS  
 JP0427_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0427+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0427
 JP0427  HISTORY     - Date     Condition        Report By
 JP0427  HISTORY     - 1967     MONUMENTED       USGS
 JP0427
 JP0427                          STATION DESCRIPTION
 JP0427
 JP0427'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0427'FROM THE POST OFFICE IN DUCKWATER, NEVADA, PROCEED 10.0 MILES WEST
 JP0427'ALONG THE ROAD TO LITTLE SMOKY VALLEY, 25 FEET SOUTH OF THE ROAD, 1
 JP0427'FOOT NORTH OF A WITNESS, SET ON A COPPER-COATED ROD, ENCLOSED IN A
 JP0427'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0522 ***********************************************************************
 MU0522  DESIGNATION -  93 FMK
 MU0522  PID         -  MU0522
 MU0522  STATE/COUNTY-  NV/HUMBOLDT
 MU0522  USGS QUAD   -  STAR VALLEY RIDGE WEST (1973)
 MU0522
 MU0522                         *CURRENT SURVEY CONTROL
 MU0522  ___________________________________________________________________
 MU0522* NAD 83(1986)-  41 53 45.     (N)    116 58 09.     (W)     SCALED    
 MU0522* NAVD 88     -      1604.957  (meters)    5265.60   (feet)  POSTED    
 MU0522  ___________________________________________________________________
 MU0522  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 MU0522  DYNAMIC HT  -        1603.810 (meters)    5261.83  (feet)  COMP
 MU0522  MODELED GRAV-     979,853.9   (mgal)                       NAVD 88
 MU0522
 MU0522  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0522
 MU0522.The horizontal coordinates were scaled from a topographic map and have
 MU0522.an estimated accuracy of +/- 6 seconds.
 MU0522
 MU0522.The orthometric height was determined by differential leveling
 MU0522.and adjusted by the National Geodetic Survey in 1992..
 MU0522.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0522.rate of 0.0 thru 1.0 mm/km.
 MU0522
 MU0522.The geoid height was determined by GEOID03.
 MU0522
 MU0522.The dynamic height is computed by dividing the NAVD 88
 MU0522.geopotential number by the normal gravity value computed on the
 MU0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0522.degrees latitude (g = 980.6199 gals.).
 MU0522
 MU0522.The modeled gravity was interpolated from observed gravity values.
 MU0522
 MU0522;                    North         East    Units  Estimated Accuracy
 MU0522;SPC NV W     - 4,794,390.      933,940.      MT  (+/- 180 meters Scaled)
 MU0522
 MU0522                          SUPERSEDED SURVEY CONTROL
 MU0522
 MU0522  NGVD 29 (??/??/92) 1603.87   (m)         5262.0    (f) COMPUTED    2 0
 MU0522
 MU0522.Superseded values are not recommended for survey control.
 MU0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0522.See file dsdata.txt to determine how the superseded data were derived.
 MU0522
 MU0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG025382(NAD 83)
 MU0522_MARKER: DD = SURVEY DISK
 MU0522_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0522_SP_SET: COPPER-CLAD STEEL ROD
 MU0522_STAMPING: 93 FMK 1973 5262
 MU0522_MARK LOGO: USGS  
 MU0522_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0522+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0522
 MU0522  HISTORY     - Date     Condition        Report By
 MU0522  HISTORY     - 1973     MONUMENTED       USGS
 MU0522
 MU0522                          STATION DESCRIPTION
 MU0522
 MU0522'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0522'FROM I. L. STAR VALLEY LINE CABIN, NEVADA, PROCEED 4.3 MILES SOUTH
 MU0522'ALONG A DIRT ROAD, THENCE 12.3 MILES WEST ALONG DIRT ROAD ACROSS PIPE
 MU0522'LINE ROAD, THENCE 6.2 MILES NORTHEAST ALONG A TRACK ROAD, 22 FEET EAST
 MU0522'OF THE CENTERLINE OF THE ROAD, ROCK CAIRN AT BENCH MARK, SET ON A
 MU0522'COPPER-COATED STELL ROD ENCASED IN A 6-INCH BLACK FIBER PIPE
 MU0522'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0190 ***********************************************************************
 KR0190  DESIGNATION -  93 GWM
 KR0190  PID         -  KR0190
 KR0190  STATE/COUNTY-  NV/CHURCHILL
 KR0190  USGS QUAD   -  LAHONTAN MTS (1985)
 KR0190
 KR0190                         *CURRENT SURVEY CONTROL
 KR0190  ___________________________________________________________________
 KR0190* NAD 83(1986)-  39 29 25.     (N)    118 34 08.     (W)     SCALED    
 KR0190* NAVD 88     -      1192.920  (meters)    3913.77   (feet)  ADJUSTED  
 KR0190  ___________________________________________________________________
 KR0190  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 KR0190  DYNAMIC HT  -        1191.898 (meters)    3910.42  (feet)  COMP
 KR0190  MODELED GRAV-     979,729.5   (mgal)                       NAVD 88
 KR0190
 KR0190  VERT ORDER  -  FIRST     CLASS II
 KR0190
 KR0190.The horizontal coordinates were scaled from a topographic map and have
 KR0190.an estimated accuracy of +/- 6 seconds.
 KR0190
 KR0190.The orthometric height was determined by differential leveling
 KR0190.and adjusted by the National Geodetic Survey in June 1991..
 KR0190
 KR0190.The geoid height was determined by GEOID03.
 KR0190
 KR0190.The dynamic height is computed by dividing the NAVD 88
 KR0190.geopotential number by the normal gravity value computed on the
 KR0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0190.degrees latitude (g = 980.6199 gals.).
 KR0190
 KR0190.The modeled gravity was interpolated from observed gravity values.
 KR0190
 KR0190;                    North         East    Units  Estimated Accuracy
 KR0190;SPC NV W     - 4,526,020.      801,240.      MT  (+/- 180 meters Scaled)
 KR0190
 KR0190                          SUPERSEDED SURVEY CONTROL
 KR0190
 KR0190  NGVD 29 (??/??/92) 1191.978  (m)         3910.68   (f) ADJ UNCH    1 2
 KR0190
 KR0190.Superseded values are not recommended for survey control.
 KR0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0190.See file dsdata.txt to determine how the superseded data were derived.
 KR0190
 KR0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD650723(NAD 83)
 KR0190_MARKER: DD = SURVEY DISK
 KR0190_SETTING: 0 = UNSPECIFIED SETTING
 KR0190_STAMPING: 93 GWM 3910 1950
 KR0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0190
 KR0190  HISTORY     - Date     Condition        Report By
 KR0190  HISTORY     - 1950     MONUMENTED       USGS
 KR0190  HISTORY     - 1967     GOOD             NGS
 KR0190
 KR0190                          STATION DESCRIPTION
 KR0190
 KR0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0190'3.7 MI SW FROM STILLWATER.
 KR0190'ABOUT 1.5 MILES WEST ALONG STILLWATER ROAD FROM BRIDGE NUMBER 293 OVER
 KR0190'A LARGE DRAINAGE DITCH AT STILLWATER, THENCE 1.65 MILES SOUTH ALONG A
 KR0190'DIRT ROAD WHICH PARALLELS THE WEST SIDE OF AN IRRIGATION CANAL, THENCE
 KR0190'0.55 MILE SOUTHEAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTHWEST
 KR0190'SIDE OF AN IRRIGATION CANAL, IN SECTION 24, T 19 N, R 30 E, AT THE
 KR0190'INTERSECTION OF TWO CANALS, 28 FEET NORTHEAST OF THE CENTER LINE OF
 KR0190'THE ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 KR0190'CONCRETE STRUCTURE SUPPORTING A METAL FLUME WHICH CROSSES A CANAL, 28
 KR0190'FEET EAST OF THE EAST CORNER OF A WOODEN FOOTBRIDGE OVER A CANAL, AND
 KR0190'ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0670 ***********************************************************************
 MU0670  DESIGNATION -  93 HEI
 MU0670  PID         -  MU0670
 MU0670  STATE/COUNTY-  NV/HUMBOLDT
 MU0670  USGS QUAD   -  CHIMNEY RESERVOIR (1980)
 MU0670
 MU0670                         *CURRENT SURVEY CONTROL
 MU0670  ___________________________________________________________________
 MU0670* NAD 83(1986)-  41 25 27.     (N)    117 07 51.     (W)     SCALED    
 MU0670* NAVD 88     -      1418.938  (meters)    4655.30   (feet)  POSTED    
 MU0670  ___________________________________________________________________
 MU0670  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 MU0670  DYNAMIC HT  -        1417.910 (meters)    4651.93  (feet)  COMP
 MU0670  MODELED GRAV-     979,850.3   (mgal)                       NAVD 88
 MU0670
 MU0670  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0670
 MU0670.The horizontal coordinates were scaled from a topographic map and have
 MU0670.an estimated accuracy of +/- 6 seconds.
 MU0670
 MU0670.The orthometric height was determined by differential leveling
 MU0670.and adjusted by the National Geodetic Survey in 1992..
 MU0670.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0670.rate of 0.0 thru 1.0 mm/km.
 MU0670
 MU0670.The geoid height was determined by GEOID03.
 MU0670
 MU0670.The dynamic height is computed by dividing the NAVD 88
 MU0670.geopotential number by the normal gravity value computed on the
 MU0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0670.degrees latitude (g = 980.6199 gals.).
 MU0670
 MU0670.The modeled gravity was interpolated from observed gravity values.
 MU0670
 MU0670;                    North         East    Units  Estimated Accuracy
 MU0670;SPC NV W     - 4,741,770.      921,410.      MT  (+/- 180 meters Scaled)
 MU0670
 MU0670                          SUPERSEDED SURVEY CONTROL
 MU0670
 MU0670.No superseded survey control is available for this station.
 MU0670
 MU0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF890858(NAD 83)
 MU0670_MARKER: DD = SURVEY DISK
 MU0670_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0670_SP_SET: COPPER-CLAD STEEL ROD
 MU0670_STAMPING: 93 HEI 1974 4652
 MU0670_MARK LOGO: USGS  
 MU0670_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0670+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0670
 MU0670  HISTORY     - Date     Condition        Report By
 MU0670  HISTORY     - 1974     MONUMENTED       USGS
 MU0670
 MU0670                          STATION DESCRIPTION
 MU0670
 MU0670'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0670'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0670'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0670'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0670'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0670'T-ROAD WEST, THENCE 16.3 MILES WEST ALONG A TRACK ROAD, 0.2 MILES
 MU0670'SOUTH AND 7.9 MILES WEST OF LITTLE HUMBOLDT RANCH, 250 FEET SOUTHWEST
 MU0670'OF A Y-ROAD, 52 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, SET ON
 MU0670'COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0670'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0058 ***********************************************************************
 MT0058  DESIGNATION -  93 JD
 MT0058  PID         -  MT0058
 MT0058  STATE/COUNTY-  NV/ELKO
 MT0058  USGS QUAD   -  MUSTANG DRAW (1989)
 MT0058
 MT0058                         *CURRENT SURVEY CONTROL
 MT0058  ___________________________________________________________________
 MT0058* NAD 83(1994)-  41 46 17.25370(N)    114 21 08.46390(W)     ADJUSTED  
 MT0058* NAVD 88     -      1793.916  (meters)    5885.54   (feet)  ADJUSTED  
 MT0058  ___________________________________________________________________
 MT0058  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 MT0058  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 MT0058  DYNAMIC HT  -        1792.518 (meters)    5880.95  (feet)  COMP
 MT0058  MODELED GRAV-     979,779.7   (mgal)                       NAVD 88
 MT0058
 MT0058  HORZ ORDER  -  THIRD
 MT0058  VERT ORDER  -  SECOND    CLASS 0
 MT0058
 MT0058.The horizontal coordinates were established by classical geodetic methods
 MT0058.and adjusted by the National Geodetic Survey in January 1999..
 MT0058
 MT0058.The orthometric height was determined by differential leveling
 MT0058.and adjusted by the National Geodetic Survey in June 1991..
 MT0058
 MT0058.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0058
 MT0058.The geoid height was determined by GEOID03.
 MT0058
 MT0058.The dynamic height is computed by dividing the NAVD 88
 MT0058.geopotential number by the normal gravity value computed on the
 MT0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0058.degrees latitude (g = 980.6199 gals.).
 MT0058
 MT0058.The modeled gravity was interpolated from observed gravity values.
 MT0058
 MT0058;                    North         East     Units Scale Factor Converg.
 MT0058;SPC NV E     - 8,780,048.795   302,342.599   MT  1.00002885   +0 49 12.4
 MT0058;SPC NV E     -28,805,876.75    991,935.68   sFT  1.00002885   +0 49 12.4
 MT0058;UTM  11      - 4,627,790.568   720,063.777   MT  1.00019597   +1 45 52.1
 MT0058
 MT0058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0058!SPC NV E     -   0.99972115  x   1.00002885  =   0.99974999
 MT0058!UTM  11      -   0.99972115  x   1.00019597  =   0.99991707
 MT0058
 MT0058                          SUPERSEDED SURVEY CONTROL
 MT0058
 MT0058  NGVD 29 (??/??/92) 1792.725  (m)         5881.63   (f) ADJ UNCH    2 0
 MT0058
 MT0058.Superseded values are not recommended for survey control.
 MT0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0058.See file dsdata.txt to determine how the superseded data were derived.
 MT0058
 MT0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG2006427791(NAD 83)
 MT0058_MARKER: DB = BENCH MARK DISK
 MT0058_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0058_STAMPING: 93 JD 1956 5881
 MT0058_PROJECTION: FLUSH
 MT0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0058+STABILITY: SURFACE MOTION
 MT0058
 MT0058  HISTORY     - Date     Condition        Report By
 MT0058  HISTORY     - 1956     MONUMENTED       USGS
 MT0058  HISTORY     - 1958     GOOD             NGS
 MT0058
 MT0058                          STATION DESCRIPTION
 MT0058
 MT0058'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 MT0058'DESCRIBED IN LEVEL LINE BY USGS, 1956 (PV 288) AS FOLLOWS--
 MT0058'--ROCK SPRINGS COW CAMP, 3.8 MI. NE. OF ALONG RD., AT SUMMIT OF SMALL
 MT0058'HILL, 29 FT. SE. OF JUNCTION OF RD. NW., IN CONCRETE POST, STANDARD
 MT0058'TABLET---STAMPED--- 93 JD 1956 5881.
 MT0058'LOCATED ABOUT 19 MI. E. OF CONTACT AND 16 MI. S. OF IDAHO-NEVADA STATE
 MT0058'LINE.
 MT0058'TO REACH FROM THOUSAND SPRING POST OFICE, DRIVE N. FOR 0.5 MI., TURN
 MT0058'RIGHT OFF U.S. HIGHWAY 93 UNDER SIGN --WINECUP RANCH HEADQUARTERS 4
 MT0058'MILES-- AND DRIVE E. FOR 3.5 MI. TO RD. FORK, TAKE LEFT FORK AND DRIVE
 MT0058'ABOUT 19 MI. NE. OF ECCLES RANCH, TURN ONTO SIDE RD. LEFT UP VALLEY TO
 MT0058'N. AND DRIVE 15.2 MI. (STAYING ON MAIN RD.) TO STATION WHICH IS
 MT0058'LOCATED 29 FT. SE. OF JUNCTION WITH SIDE RD.
 MT0058'STATION MARK--STANDARD BM TABLET---STAMPED--- 93 JD 1956 5881, SET IN
 MT0058'CONCRETE POST.
 MT0058
 MT0058                          STATION RECOVERY (1958)
 MT0058
 MT0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MT0058'40.1 MI SE FROM SAN JACINTO.
 MT0058'31.9 MILES EAST ALONG A GRAVEL ROAD FROM THE OREGON SHORT LINE
 MT0058'RAILROAD AT SAN JACINTO, THENCE 8.2 MILES SOUTH ALONG A DIRT ROAD, 29
 MT0058'FEET EAST OF THE CENTER OF THE Y JUNCTION OF A TRACK ROAD NORTHWEST,
 MT0058'2.0 FEET WEST OF A WITNESS POST, 1/2 FOOT HIGHER THAN THE ROAD, AND
 MT0058'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MT0058'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0406 ***********************************************************************
 MV0406  DESIGNATION -  93 LRC
 MV0406  PID         -  MV0406
 MV0406  STATE/COUNTY-  NV/WASHOE
 MV0406  USGS QUAD   -  HART MOUNTAIN (1978)
 MV0406
 MV0406                         *CURRENT SURVEY CONTROL
 MV0406  ___________________________________________________________________
 MV0406* NAD 83(1986)-  41 21 40.     (N)    119 35 14.     (W)     SCALED    
 MV0406* NAVD 88     -      1798.028  (meters)    5899.03   (feet)  ADJUSTED  
 MV0406  ___________________________________________________________________
 MV0406  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 MV0406  DYNAMIC HT  -        1796.571 (meters)    5894.25  (feet)  COMP
 MV0406  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 MV0406
 MV0406  VERT ORDER  -  SECOND    CLASS 0
 MV0406
 MV0406.The horizontal coordinates were scaled from a topographic map and have
 MV0406.an estimated accuracy of +/- 6 seconds.
 MV0406
 MV0406.The orthometric height was determined by differential leveling
 MV0406.and adjusted by the National Geodetic Survey in June 1991..
 MV0406
 MV0406.The geoid height was determined by GEOID03.
 MV0406
 MV0406.The dynamic height is computed by dividing the NAVD 88
 MV0406.geopotential number by the normal gravity value computed on the
 MV0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0406.degrees latitude (g = 980.6199 gals.).
 MV0406
 MV0406.The modeled gravity was interpolated from observed gravity values.
 MV0406
 MV0406;                    North         East    Units  Estimated Accuracy
 MV0406;SPC NV W     - 4,734,230.      716,010.      MT  (+/- 180 meters Scaled)
 MV0406
 MV0406                          SUPERSEDED SURVEY CONTROL
 MV0406
 MV0406.No superseded survey control is available for this station.
 MV0406
 MV0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF835820(NAD 83)
 MV0406_MARKER: DD = SURVEY DISK
 MV0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0406_SP_SET: CONCRETE POST
 MV0406_STAMPING: 93 LRC 1972 5895
 MV0406_MARK LOGO: USGS  
 MV0406_PROJECTION: FLUSH
 MV0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0406+STABILITY: SURFACE MOTION
 MV0406
 MV0406  HISTORY     - Date     Condition        Report By
 MV0406  HISTORY     - 1972     MONUMENTED       USGS
 MV0406
 MV0406                          STATION DESCRIPTION
 MV0406
 MV0406'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0406'38.8 KM (24.10 MI) SE FROM VYA.
 MV0406'VYA, 2.0 MILES SOUTHWEST OF, THENCE 20.9 MILES SOUTHEAST ALONG STATE
 MV0406'HIGHWAY 34 TO A ROAD JUNCTION NORTHEAST, THENCE 1.2 MILES NORTHEAST
 MV0406'TOWARD PARKER RANCH TO THE TOP OF A HILL SOUTHWEST OF A CURVE, ABOUT
 MV0406'0.2 MILES WEST OF A SPRING, 25.5 FEET SOUTHEAST OF THE CENTERLINE OF
 MV0406'THE ROAD, AND 7 FEET NORTHWEST OF A LARGE BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0428 ***********************************************************************
 JP0428  DESIGNATION -  94 DOR
 JP0428  PID         -  JP0428
 JP0428  STATE/COUNTY-  NV/NYE
 JP0428  USGS QUAD   -  BROWN SUMMIT (1968)
 JP0428
 JP0428                         *CURRENT SURVEY CONTROL
 JP0428  ___________________________________________________________________
 JP0428* NAD 83(1986)-  38 54 25.     (N)    115 51 47.     (W)     SCALED    
 JP0428* NAVD 88     -      2007.181  (meters)    6585.23   (feet)  ADJUSTED  
 JP0428  ___________________________________________________________________
 JP0428  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 JP0428  DYNAMIC HT  -        2004.984 (meters)    6578.02  (feet)  COMP
 JP0428  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 JP0428
 JP0428  VERT ORDER  -  SECOND    CLASS 0
 JP0428
 JP0428.The horizontal coordinates were scaled from a topographic map and have
 JP0428.an estimated accuracy of +/- 6 seconds.
 JP0428
 JP0428.The orthometric height was determined by differential leveling
 JP0428.and adjusted by the National Geodetic Survey in June 1991..
 JP0428
 JP0428.The geoid height was determined by GEOID03.
 JP0428
 JP0428.The dynamic height is computed by dividing the NAVD 88
 JP0428.geopotential number by the normal gravity value computed on the
 JP0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0428.degrees latitude (g = 980.6199 gals.).
 JP0428
 JP0428.The modeled gravity was interpolated from observed gravity values.
 JP0428
 JP0428;                    North         East    Units  Estimated Accuracy
 JP0428;SPC NV C     - 6,461,580.      569,700.      MT  (+/- 180 meters Scaled)
 JP0428
 JP0428                          SUPERSEDED SURVEY CONTROL
 JP0428
 JP0428.No superseded survey control is available for this station.
 JP0428
 JP0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND985070(NAD 83)
 JP0428_MARKER: DD = SURVEY DISK
 JP0428_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0428_SP_SET: COPPER-CLAD STEEL ROD
 JP0428_STAMPING: 94 DOR 1967 6581
 JP0428_MARK LOGO: USGS  
 JP0428_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0428+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0428
 JP0428  HISTORY     - Date     Condition        Report By
 JP0428  HISTORY     - 1967     MONUMENTED       USGS
 JP0428
 JP0428                          STATION DESCRIPTION
 JP0428
 JP0428'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0428'FROM THE POST OFFICE IN DUCKWATER, NEVADA, PROCEED 11.0 MILES WEST
 JP0428'ALONG THE ROAD TO LITTLE SMOKY VALLEY, 27 FEET SOUTH AND 1 FOOT HIGHER
 JP0428'THAN THE ROAD, 1 FOOT NORTH OF A WITNESS, SET ON A COPPER-COATED ROD,
 JP0428'ENCLOSED IN A FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0523 ***********************************************************************
 MU0523  DESIGNATION -  94 FMK
 MU0523  PID         -  MU0523
 MU0523  STATE/COUNTY-  NV/HUMBOLDT
 MU0523  USGS QUAD   -  STAR VALLEY RIDGE WEST (1973)
 MU0523
 MU0523                         *CURRENT SURVEY CONTROL
 MU0523  ___________________________________________________________________
 MU0523* NAD 83(1986)-  41 54 22.     (N)    116 58 18.     (W)     SCALED    
 MU0523* NAVD 88     -      1594.352  (meters)    5230.80   (feet)  POSTED    
 MU0523  ___________________________________________________________________
 MU0523  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 MU0523  DYNAMIC HT  -        1593.220 (meters)    5227.09  (feet)  COMP
 MU0523  MODELED GRAV-     979,855.1   (mgal)                       NAVD 88
 MU0523
 MU0523  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0523
 MU0523.The horizontal coordinates were scaled from a topographic map and have
 MU0523.an estimated accuracy of +/- 6 seconds.
 MU0523
 MU0523.The orthometric height was determined by differential leveling
 MU0523.and adjusted by the National Geodetic Survey in 1992..
 MU0523.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0523.rate of 0.0 thru 1.0 mm/km.
 MU0523
 MU0523.The geoid height was determined by GEOID03.
 MU0523
 MU0523.The dynamic height is computed by dividing the NAVD 88
 MU0523.geopotential number by the normal gravity value computed on the
 MU0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0523.degrees latitude (g = 980.6199 gals.).
 MU0523
 MU0523.The modeled gravity was interpolated from observed gravity values.
 MU0523
 MU0523;                    North         East    Units  Estimated Accuracy
 MU0523;SPC NV W     - 4,795,530.      933,710.      MT  (+/- 180 meters Scaled)
 MU0523
 MU0523                          SUPERSEDED SURVEY CONTROL
 MU0523
 MU0523  NGVD 29 (??/??/92) 1593.27   (m)         5227.3    (f) COMPUTED    2 0
 MU0523
 MU0523.Superseded values are not recommended for survey control.
 MU0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0523.See file dsdata.txt to determine how the superseded data were derived.
 MU0523
 MU0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG023393(NAD 83)
 MU0523_MARKER: DD = SURVEY DISK
 MU0523_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0523_SP_SET: COPPER-CLAD STEEL ROD
 MU0523_STAMPING: 94 FMK 1973 5227
 MU0523_MARK LOGO: USGS  
 MU0523_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0523+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0523
 MU0523  HISTORY     - Date     Condition        Report By
 MU0523  HISTORY     - 1973     MONUMENTED       USGS
 MU0523
 MU0523                          STATION DESCRIPTION
 MU0523
 MU0523'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0523'FROM I. L. STAR VALLEY LINE CABIN, NEVADA, PROCEED 4.3 MILES SOUTH
 MU0523'ALONG A DIRT ROAD, THENCE 12.3 MILES WEST ALONG DIRT ROAD TO THE
 MU0523'LITTLE OWYHEE RIVER, THENCE 7.0 MILES NORTHEAST ALONG A TRACK ROAD, 46
 MU0523'FEET EAST OF THE CENTERLINE OF THE ROAD, SMALL ROCK CAIRN AT BENCH
 MU0523'MARK, SET ON A COPPER-COATED STELL ROD ENCASED IN A 6-INCH BLACK FIBER
 MU0523'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0671 ***********************************************************************
 MU0671  DESIGNATION -  94 HEI
 MU0671  PID         -  MU0671
 MU0671  STATE/COUNTY-  NV/HUMBOLDT
 MU0671  USGS QUAD   -  LAYTON SPRING (1980)
 MU0671
 MU0671                         *CURRENT SURVEY CONTROL
 MU0671  ___________________________________________________________________
 MU0671* NAD 83(1986)-  41 26 01.     (N)    117 06 53.     (W)     SCALED    
 MU0671* NAVD 88     -      1426.145  (meters)    4678.94   (feet)  POSTED    
 MU0671  ___________________________________________________________________
 MU0671  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 MU0671  DYNAMIC HT  -        1425.120 (meters)    4675.58  (feet)  COMP
 MU0671  MODELED GRAV-     979,852.0   (mgal)                       NAVD 88
 MU0671
 MU0671  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0671
 MU0671.The horizontal coordinates were scaled from a topographic map and have
 MU0671.an estimated accuracy of +/- 6 seconds.
 MU0671
 MU0671.The orthometric height was determined by differential leveling
 MU0671.and adjusted by the National Geodetic Survey in 1992..
 MU0671.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0671.rate of 0.0 thru 1.0 mm/km.
 MU0671
 MU0671.The geoid height was determined by GEOID03.
 MU0671
 MU0671.The dynamic height is computed by dividing the NAVD 88
 MU0671.geopotential number by the normal gravity value computed on the
 MU0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0671.degrees latitude (g = 980.6199 gals.).
 MU0671
 MU0671.The modeled gravity was interpolated from observed gravity values.
 MU0671
 MU0671;                    North         East    Units  Estimated Accuracy
 MU0671;SPC NV W     - 4,742,840.      922,740.      MT  (+/- 180 meters Scaled)
 MU0671
 MU0671                          SUPERSEDED SURVEY CONTROL
 MU0671
 MU0671.No superseded survey control is available for this station.
 MU0671
 MU0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF904869(NAD 83)
 MU0671_MARKER: DD = SURVEY DISK
 MU0671_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0671_SP_SET: COPPER-CLAD STEEL ROD
 MU0671_STAMPING: 94 HEI 1974 4676
 MU0671_MARK LOGO: USGS  
 MU0671_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0671+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0671
 MU0671  HISTORY     - Date     Condition        Report By
 MU0671  HISTORY     - 1974     MONUMENTED       USGS
 MU0671
 MU0671                          STATION DESCRIPTION
 MU0671
 MU0671'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0671'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0671'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0671'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0671'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0671'T-ROAD WEST, THENCE 17.4 MILES WEST ALONG A TRACK ROAD, 0.2 MILES
 MU0671'SOUTH AND 6.8 MILES WEST OF LITTLE HUMBOLDT RANCH, 47 FEET NORTHWEST
 MU0671'AND 1.1 FEET LOWER THAN THE CENTERLINE OF THE ROAD, ALONGSIDE A CAIRN,
 MU0671'SET ON COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0671'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0061 ***********************************************************************
 MT0061  DESIGNATION -  94 JD
 MT0061  PID         -  MT0061
 MT0061  STATE/COUNTY-  NV/ELKO
 MT0061  USGS QUAD   -  DRY CANYON (1989)
 MT0061
 MT0061                         *CURRENT SURVEY CONTROL
 MT0061  ___________________________________________________________________
 MT0061* NAD 83(1986)-  41 44 29.     (N)    114 21 59.     (W)     SCALED    
 MT0061* NAVD 88     -      1753.800  (meters)    5753.93   (feet)  ADJUSTED  
 MT0061  ___________________________________________________________________
 MT0061  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 MT0061  DYNAMIC HT  -        1752.456 (meters)    5749.52  (feet)  COMP
 MT0061  MODELED GRAV-     979,794.3   (mgal)                       NAVD 88
 MT0061
 MT0061  VERT ORDER  -  SECOND    CLASS 0
 MT0061
 MT0061.The horizontal coordinates were scaled from a topographic map and have
 MT0061.an estimated accuracy of +/- 6 seconds.
 MT0061
 MT0061.The orthometric height was determined by differential leveling
 MT0061.and adjusted by the National Geodetic Survey in June 1991..
 MT0061
 MT0061.The geoid height was determined by GEOID03.
 MT0061
 MT0061.The dynamic height is computed by dividing the NAVD 88
 MT0061.geopotential number by the normal gravity value computed on the
 MT0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0061.degrees latitude (g = 980.6199 gals.).
 MT0061
 MT0061.The modeled gravity was interpolated from observed gravity values.
 MT0061
 MT0061;                    North         East    Units  Estimated Accuracy
 MT0061;SPC NV E     - 8,776,690.      301,220.      MT  (+/- 180 meters Scaled)
 MT0061
 MT0061                          SUPERSEDED SURVEY CONTROL
 MT0061
 MT0061  NGVD 29 (??/??/92) 1752.636  (m)         5750.11   (f) ADJ UNCH    2 0
 MT0061
 MT0061.Superseded values are not recommended for survey control.
 MT0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0061.See file dsdata.txt to determine how the superseded data were derived.
 MT0061
 MT0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG189244(NAD 83)
 MT0061_MARKER: DD = SURVEY DISK
 MT0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0061_STAMPING: 94 JD 1956 5750
 MT0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0061+STABILITY: SURFACE MOTION
 MT0061
 MT0061  HISTORY     - Date     Condition        Report By
 MT0061  HISTORY     - 1956     MONUMENTED       USGS
 MT0061  HISTORY     - 1958     GOOD             NGS
 MT0061
 MT0061                          STATION DESCRIPTION
 MT0061
 MT0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0061'36.0 MI NE FROM WILKINS.
 MT0061'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0061'POST AT WILKINS, THENCE 22.4 MILES NORTHEAST ALONG A GRAVEL ROAD,
 MT0061'THENCE 12.9 MILES NORTH ALONG A DIRT ROAD, AT THE SUMMIT OF A RIDGE,
 MT0061'34 FEET EAST OF THE CENTER LINE OF THE ROAD, 0.4 FOOT NORTHEAST OF A
 MT0061'WITNESS POST, 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 MT0061'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0407 ***********************************************************************
 MV0407  DESIGNATION -  94 LRC
 MV0407  PID         -  MV0407
 MV0407  STATE/COUNTY-  NV/WASHOE
 MV0407  USGS QUAD   -  HART MOUNTAIN (1978)
 MV0407
 MV0407                         *CURRENT SURVEY CONTROL
 MV0407  ___________________________________________________________________
 MV0407* NAD 83(1986)-  41 21 32.     (N)    119 36 01.     (W)     SCALED    
 MV0407* NAVD 88     -      1759.010  (meters)    5771.02   (feet)  ADJUSTED  
 MV0407  ___________________________________________________________________
 MV0407  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 MV0407  DYNAMIC HT  -        1757.589 (meters)    5766.36  (feet)  COMP
 MV0407  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 MV0407
 MV0407  VERT ORDER  -  SECOND    CLASS 0
 MV0407
 MV0407.The horizontal coordinates were scaled from a topographic map and have
 MV0407.an estimated accuracy of +/- 6 seconds.
 MV0407
 MV0407.The orthometric height was determined by differential leveling
 MV0407.and adjusted by the National Geodetic Survey in June 1991..
 MV0407
 MV0407.The geoid height was determined by GEOID03.
 MV0407
 MV0407.The dynamic height is computed by dividing the NAVD 88
 MV0407.geopotential number by the normal gravity value computed on the
 MV0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0407.degrees latitude (g = 980.6199 gals.).
 MV0407
 MV0407.The modeled gravity was interpolated from observed gravity values.
 MV0407
 MV0407;                    North         East    Units  Estimated Accuracy
 MV0407;SPC NV W     - 4,734,000.      714,910.      MT  (+/- 180 meters Scaled)
 MV0407
 MV0407                          SUPERSEDED SURVEY CONTROL
 MV0407
 MV0407.No superseded survey control is available for this station.
 MV0407
 MV0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF824818(NAD 83)
 MV0407_MARKER: DD = SURVEY DISK
 MV0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0407_SP_SET: CONCRETE POST
 MV0407_STAMPING: 94 LRC 1972 5767
 MV0407_MARK LOGO: USGS  
 MV0407_PROJECTION: FLUSH
 MV0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0407+STABILITY: SURFACE MOTION
 MV0407
 MV0407  HISTORY     - Date     Condition        Report By
 MV0407  HISTORY     - 1972     MONUMENTED       USGS
 MV0407
 MV0407                          STATION DESCRIPTION
 MV0407
 MV0407'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0407'37.7 KM (23.40 MI) SE FROM VYA.
 MV0407'VYA, 2.0 MILES SOUTHWEST OF, THENCE 20.9 MILES SOUTHEAST ALONG STATE
 MV0407'HIGHWAY 34 TO A Y-ROAD NORTHEAST, THENCE 0.5 MILES NORTHEAST TOWARD
 MV0407'PARKER RANCH TO THE FIRST DRAIN CROSSING IN A BOTTOM, 54 FEET
 MV0407'SOUTHWEST OF THE CENTERLINE OF THE DRAIN CROSSING, AND 21.5 FEET
 MV0407'NORTHWEST OF THE CENTERLINE 0F THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0429 ***********************************************************************
 JP0429  DESIGNATION -  95 DOR
 JP0429  PID         -  JP0429
 JP0429  STATE/COUNTY-  NV/NYE
 JP0429  USGS QUAD   -  BROWN SUMMIT (1968)
 JP0429
 JP0429                         *CURRENT SURVEY CONTROL
 JP0429  ___________________________________________________________________
 JP0429* NAD 83(1986)-  38 53 51.     (N)    115 52 21.     (W)     SCALED    
 JP0429* NAVD 88     -      1982.684  (meters)    6504.86   (feet)  ADJUSTED  
 JP0429  ___________________________________________________________________
 JP0429  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 JP0429  DYNAMIC HT  -        1980.538 (meters)    6497.82  (feet)  COMP
 JP0429  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 JP0429
 JP0429  VERT ORDER  -  SECOND    CLASS 0
 JP0429
 JP0429.The horizontal coordinates were scaled from a topographic map and have
 JP0429.an estimated accuracy of +/- 6 seconds.
 JP0429
 JP0429.The orthometric height was determined by differential leveling
 JP0429.and adjusted by the National Geodetic Survey in June 1991..
 JP0429
 JP0429.The geoid height was determined by GEOID03.
 JP0429
 JP0429.The dynamic height is computed by dividing the NAVD 88
 JP0429.geopotential number by the normal gravity value computed on the
 JP0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0429.degrees latitude (g = 980.6199 gals.).
 JP0429
 JP0429.The modeled gravity was interpolated from observed gravity values.
 JP0429
 JP0429;                    North         East    Units  Estimated Accuracy
 JP0429;SPC NV C     - 6,460,520.      568,890.      MT  (+/- 180 meters Scaled)
 JP0429
 JP0429                          SUPERSEDED SURVEY CONTROL
 JP0429
 JP0429.No superseded survey control is available for this station.
 JP0429
 JP0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND977060(NAD 83)
 JP0429_MARKER: DD = SURVEY DISK
 JP0429_SETTING: 80 = SET IN A BOULDER
 JP0429_SP_SET: IN DRILL HOLE IN A BOULDER
 JP0429_STAMPING: 95 DOR 1967 6501
 JP0429_MARK LOGO: USGS  
 JP0429_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JP0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0429+STABILITY: SURFACE MOTION
 JP0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0429+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0429
 JP0429  HISTORY     - Date     Condition        Report By
 JP0429  HISTORY     - 1967     MONUMENTED       USGS
 JP0429
 JP0429                          STATION DESCRIPTION
 JP0429
 JP0429'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0429'FROM THE POST OFFICE IN DUCKWATER, NEVADA, PROCEED 11.8 MILES WEST
 JP0429'ALONG THE ROAD TO LITTLE SMOKY VALLEY TO A Y-ROAD, 25.5 MILES
 JP0429'NORTHEAST OF WARM SPRINGS TAVERN ALONG HIGHWAY 6 TO A T-ROAD NORTH,
 JP0429'THENCE 6.7 MILES NORTH TO A Y-ROAD NORTHEAST TO LITTLE SMOKY VALLEY,
 JP0429'THENCE 27.6 MILES NORTHEAST TO A Y-ROAD WEST, 125 FEET NORTHWEST OF
 JP0429'THE ROAD, 8 FEET EAST OF A WITNESS, IN A LARGE ROUND BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0524 ***********************************************************************
 MU0524  DESIGNATION -  95 FMK
 MU0524  PID         -  MU0524
 MU0524  STATE/COUNTY-  NV/HUMBOLDT
 MU0524  USGS QUAD   -  STAR VALLEY RIDGE WEST (1973)
 MU0524
 MU0524                         *CURRENT SURVEY CONTROL
 MU0524  ___________________________________________________________________
 MU0524* NAD 83(1986)-  41 55 02.     (N)    116 58 18.     (W)     SCALED    
 MU0524* NAVD 88     -      1584.666  (meters)    5199.02   (feet)  POSTED    
 MU0524  ___________________________________________________________________
 MU0524  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 MU0524  DYNAMIC HT  -        1583.540 (meters)    5195.33  (feet)  COMP
 MU0524  MODELED GRAV-     979,856.8   (mgal)                       NAVD 88
 MU0524
 MU0524  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0524
 MU0524.The horizontal coordinates were scaled from a topographic map and have
 MU0524.an estimated accuracy of +/- 6 seconds.
 MU0524
 MU0524.The orthometric height was determined by differential leveling
 MU0524.and adjusted by the National Geodetic Survey in 1992..
 MU0524.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0524.rate of 0.0 thru 1.0 mm/km.
 MU0524
 MU0524.The geoid height was determined by GEOID03.
 MU0524
 MU0524.The dynamic height is computed by dividing the NAVD 88
 MU0524.geopotential number by the normal gravity value computed on the
 MU0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0524.degrees latitude (g = 980.6199 gals.).
 MU0524
 MU0524.The modeled gravity was interpolated from observed gravity values.
 MU0524
 MU0524;                    North         East    Units  Estimated Accuracy
 MU0524;SPC NV W     - 4,796,760.      933,690.      MT  (+/- 180 meters Scaled)
 MU0524
 MU0524                          SUPERSEDED SURVEY CONTROL
 MU0524
 MU0524  NGVD 29 (??/??/92) 1583.58   (m)         5195.5    (f) COMPUTED    2 0
 MU0524
 MU0524.Superseded values are not recommended for survey control.
 MU0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0524.See file dsdata.txt to determine how the superseded data were derived.
 MU0524
 MU0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG023405(NAD 83)
 MU0524_MARKER: DD = SURVEY DISK
 MU0524_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0524_SP_SET: COPPER-CLAD STEEL ROD
 MU0524_STAMPING: 95 FMK 1973 5195
 MU0524_MARK LOGO: USGS  
 MU0524_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0524+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0524
 MU0524  HISTORY     - Date     Condition        Report By
 MU0524  HISTORY     - 1973     MONUMENTED       USGS
 MU0524
 MU0524                          STATION DESCRIPTION
 MU0524
 MU0524'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0524'FROM I. L. STAR VALLEY LINE CABIN, NEVADA, PROCEED 4.3 MILES SOUTH
 MU0524'ALONG A DIRT ROAD, THENCE 12.3 MILES WEST ALONG DIRT ROAD TO THE
 MU0524'LITTLE OWYHEE RIVER, THENCE 7.8 MILES NORTHEAST ALONG A TRACK ROAD,
 MU0524'OPPOSITE A T-ROAD WEST, 64 FEET EAST OF THE CENTERLINE OF THE ROAD,
 MU0524'SMALL ROCK CAIRN AT BENCH MARK, SET ON A COPPER-COATED STEEL ROD
 MU0524'ENCASED IN A 6-INCH FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0672 ***********************************************************************
 MU0672  DESIGNATION -  95 HEI
 MU0672  PID         -  MU0672
 MU0672  STATE/COUNTY-  NV/HUMBOLDT
 MU0672  USGS QUAD   -  LAYTON SPRING (1980)
 MU0672
 MU0672                         *CURRENT SURVEY CONTROL
 MU0672  ___________________________________________________________________
 MU0672* NAD 83(1986)-  41 26 30.     (N)    117 05 48.     (W)     SCALED    
 MU0672* NAVD 88     -      1435.291  (meters)    4708.95   (feet)  POSTED    
 MU0672  ___________________________________________________________________
 MU0672  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 MU0672  DYNAMIC HT  -        1434.260 (meters)    4705.57  (feet)  COMP
 MU0672  MODELED GRAV-     979,855.2   (mgal)                       NAVD 88
 MU0672
 MU0672  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0672
 MU0672.The horizontal coordinates were scaled from a topographic map and have
 MU0672.an estimated accuracy of +/- 6 seconds.
 MU0672
 MU0672.The orthometric height was determined by differential leveling
 MU0672.and adjusted by the National Geodetic Survey in 1992..
 MU0672.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0672.rate of 0.0 thru 1.0 mm/km.
 MU0672
 MU0672.The geoid height was determined by GEOID03.
 MU0672
 MU0672.The dynamic height is computed by dividing the NAVD 88
 MU0672.geopotential number by the normal gravity value computed on the
 MU0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0672.degrees latitude (g = 980.6199 gals.).
 MU0672
 MU0672.The modeled gravity was interpolated from observed gravity values.
 MU0672
 MU0672;                    North         East    Units  Estimated Accuracy
 MU0672;SPC NV W     - 4,743,760.      924,230.      MT  (+/- 180 meters Scaled)
 MU0672
 MU0672                          SUPERSEDED SURVEY CONTROL
 MU0672
 MU0672.No superseded survey control is available for this station.
 MU0672
 MU0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF919877(NAD 83)
 MU0672_MARKER: DD = SURVEY DISK
 MU0672_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0672_SP_SET: COPPER-CLAD STEEL ROD
 MU0672_STAMPING: 95 HEI 1974 4706
 MU0672_MARK LOGO: USGS  
 MU0672_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0672+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0672
 MU0672  HISTORY     - Date     Condition        Report By
 MU0672  HISTORY     - 1974     MONUMENTED       USGS
 MU0672
 MU0672                          STATION DESCRIPTION
 MU0672
 MU0672'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0672'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0672'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0672'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0672'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0672'T-ROAD WEST, THENCE 18.5 MILES WEST ALONG A TRACK ROAD, 0.2 MILES
 MU0672'SOUTH AND 5.8 MILES WEST OF LITTLE HUMBOLDT RANCH, 33 FEET SOUTH AND 1
 MU0672'FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, SET ON COPPER-COATED ROD
 MU0672'ENCASED IN 6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0063 ***********************************************************************
 MT0063  DESIGNATION -  95 JD
 MT0063  PID         -  MT0063
 MT0063  STATE/COUNTY-  NV/ELKO
 MT0063  USGS QUAD   -  DRY CANYON (1989)
 MT0063
 MT0063                         *CURRENT SURVEY CONTROL
 MT0063  ___________________________________________________________________
 MT0063* NAD 83(1986)-  41 42 55.     (N)    114 22 26.     (W)     SCALED    
 MT0063* NAVD 88     -      1699.942  (meters)    5577.23   (feet)  ADJUSTED  
 MT0063  ___________________________________________________________________
 MT0063  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 MT0063  DYNAMIC HT  -        1698.641 (meters)    5572.96  (feet)  COMP
 MT0063  MODELED GRAV-     979,797.4   (mgal)                       NAVD 88
 MT0063
 MT0063  VERT ORDER  -  SECOND    CLASS 0
 MT0063
 MT0063.The horizontal coordinates were scaled from a topographic map and have
 MT0063.an estimated accuracy of +/- 6 seconds.
 MT0063
 MT0063.The orthometric height was determined by differential leveling
 MT0063.and adjusted by the National Geodetic Survey in June 1991..
 MT0063
 MT0063.The geoid height was determined by GEOID03.
 MT0063
 MT0063.The dynamic height is computed by dividing the NAVD 88
 MT0063.geopotential number by the normal gravity value computed on the
 MT0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0063.degrees latitude (g = 980.6199 gals.).
 MT0063
 MT0063.The modeled gravity was interpolated from observed gravity values.
 MT0063
 MT0063;                    North         East    Units  Estimated Accuracy
 MT0063;SPC NV E     - 8,773,780.      300,640.      MT  (+/- 180 meters Scaled)
 MT0063
 MT0063                          SUPERSEDED SURVEY CONTROL
 MT0063
 MT0063  NGVD 29 (??/??/92) 1698.785  (m)         5573.43   (f) ADJ UNCH    2 0
 MT0063
 MT0063.Superseded values are not recommended for survey control.
 MT0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0063.See file dsdata.txt to determine how the superseded data were derived.
 MT0063
 MT0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG184214(NAD 83)
 MT0063_MARKER: DD = SURVEY DISK
 MT0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0063_STAMPING: 95 JD 1956 5573
 MT0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0063+STABILITY: SURFACE MOTION
 MT0063
 MT0063  HISTORY     - Date     Condition        Report By
 MT0063  HISTORY     - 1956     MONUMENTED       USGS
 MT0063  HISTORY     - 1958     GOOD             NGS
 MT0063
 MT0063                          STATION DESCRIPTION
 MT0063
 MT0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0063'34.0 MI NE FROM WILKINS.
 MT0063'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0063'POST AT WILKINS, THENCE 22.4 MILES NORTHEAST ALONG A GRAVEL ROAD,
 MT0063'THENCE 10.9 MILES NORTH ALONG A DIRT ROAD, 0.6 MILE SOUTH OF THE ROCK
 MT0063'SPRING COW CAMP, AT THE SOUTH BREAK IN A RIDGE, DIRECTLY ACROSS THE
 MT0063'ROAD AND A WASH FROM A 10-INCH SCRUB TREE, 188 FEET NORTH OF THE
 MT0063'CENTER OF THE CROSSING OF THE WASH, 30 FEET EAST OF THE CENTER LINE OF
 MT0063'THE ROAD, 2.3 FEET NORTHEAST OF A WITNESS POST, 1 1/2 FEET HIGHER THAN
 MT0063'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MT0063'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0923 ***********************************************************************
 JR0923  DESIGNATION -  95 LDW RESET
 JR0923  PID         -  JR0923
 JR0923  STATE/COUNTY-  NV/MINERAL
 JR0923  USGS QUAD   -  GABBS MOUNTAIN (1979)
 JR0923
 JR0923                         *CURRENT SURVEY CONTROL
 JR0923  ___________________________________________________________________
 JR0923* NAD 83(1986)-  38 42 35.     (N)    118 03 44.     (W)     SCALED    
 JR0923* NAVD 88     -      1527.258  (meters)    5010.68   (feet)  ADJUSTED  
 JR0923  ___________________________________________________________________
 JR0923  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 JR0923  DYNAMIC HT  -        1525.703 (meters)    5005.58  (feet)  COMP
 JR0923  MODELED GRAV-     979,556.9   (mgal)                       NAVD 88
 JR0923
 JR0923  VERT ORDER  -  FIRST     CLASS II
 JR0923
 JR0923.The horizontal coordinates were scaled from a topographic map and have
 JR0923.an estimated accuracy of +/- 6 seconds.
 JR0923
 JR0923.The orthometric height was determined by differential leveling
 JR0923.and adjusted by the National Geodetic Survey in June 1991..
 JR0923
 JR0923.The geoid height was determined by GEOID03.
 JR0923
 JR0923.The dynamic height is computed by dividing the NAVD 88
 JR0923.geopotential number by the normal gravity value computed on the
 JR0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0923.degrees latitude (g = 980.6199 gals.).
 JR0923
 JR0923.The modeled gravity was interpolated from observed gravity values.
 JR0923
 JR0923;                    North         East    Units  Estimated Accuracy
 JR0923;SPC NV W     - 4,439,510.      845,320.      MT  (+/- 180 meters Scaled)
 JR0923
 JR0923                          SUPERSEDED SURVEY CONTROL
 JR0923
 JR0923.No superseded survey control is available for this station.
 JR0923
 JR0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC076851(NAD 83)
 JR0923_MARKER: DB = BENCH MARK DISK
 JR0923_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JR0923+WITH SETTING: INFORMATION.
 JR0923_SP_SET: SHALLOW SET METAL ROD
 JR0923_STAMPING: LDW 95 1974 RESET 1975 5007
 JR0923_MARK LOGO: USGS  
 JR0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0923
 JR0923  HISTORY     - Date     Condition        Report By
 JR0923  HISTORY     - 1975     MONUMENTED       USGS
 JR0923  HISTORY     - 1985     GOOD             NGS
 JR0923
 JR0923                          STATION DESCRIPTION
 JR0923
 JR0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JR0923'22.0 KM (13.7 MI) SW FROM GABBS.
 JR0923'0.6 KM (0.4 MI) SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JR0923'THENCE 21.4 KM (13.3 MI) SOUTHWEST ALONG STATE HIGHWAY 361, 0.42 KM
 JR0923'(0.26 MI) SOUTHWEST OF MILEPOST 18, 24.1 METERS (79 FT) SOUTHEAST OF
 JR0923'THE HIGHWAY CENTERLINE AND 3.0 METERS (10 FT) NORTH OF A CAIRN.  A
 JR0923'COPPER-CLAD STEEL ROD SET TO AN UNKNOWN DEPTH PROJECTING 3
 JR0923'CENTIMETERS.
 JR0923'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 JR0923'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0408 ***********************************************************************
 MV0408  DESIGNATION -  95 LRC
 MV0408  PID         -  MV0408
 MV0408  STATE/COUNTY-  NV/WASHOE
 MV0408  USGS QUAD   -  HART MOUNTAIN (1978)
 MV0408
 MV0408                         *CURRENT SURVEY CONTROL
 MV0408  ___________________________________________________________________
 MV0408* NAD 83(1986)-  41 21 19.     (N)    119 36 32.     (W)     SCALED    
 MV0408* NAVD 88     -      1773.880  (meters)    5819.80   (feet)  ADJUSTED  
 MV0408  ___________________________________________________________________
 MV0408  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 MV0408  DYNAMIC HT  -        1772.451 (meters)    5815.12  (feet)  COMP
 MV0408  MODELED GRAV-     979,755.2   (mgal)                       NAVD 88
 MV0408
 MV0408  VERT ORDER  -  SECOND    CLASS 0
 MV0408
 MV0408.The horizontal coordinates were scaled from a topographic map and have
 MV0408.an estimated accuracy of +/- 6 seconds.
 MV0408
 MV0408.The orthometric height was determined by differential leveling
 MV0408.and adjusted by the National Geodetic Survey in June 1991..
 MV0408
 MV0408.The geoid height was determined by GEOID03.
 MV0408
 MV0408.The dynamic height is computed by dividing the NAVD 88
 MV0408.geopotential number by the normal gravity value computed on the
 MV0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0408.degrees latitude (g = 980.6199 gals.).
 MV0408
 MV0408.The modeled gravity was interpolated from observed gravity values.
 MV0408
 MV0408;                    North         East    Units  Estimated Accuracy
 MV0408;SPC NV W     - 4,733,610.      714,190.      MT  (+/- 180 meters Scaled)
 MV0408
 MV0408                          SUPERSEDED SURVEY CONTROL
 MV0408
 MV0408.No superseded survey control is available for this station.
 MV0408
 MV0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF817814(NAD 83)
 MV0408_MARKER: DD = SURVEY DISK
 MV0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0408_SP_SET: CONCRETE POST
 MV0408_STAMPING: 95 LRC 1972 5816
 MV0408_MARK LOGO: USGS  
 MV0408_PROJECTION: FLUSH
 MV0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0408+STABILITY: SURFACE MOTION
 MV0408
 MV0408  HISTORY     - Date     Condition        Report By
 MV0408  HISTORY     - 1972     MONUMENTED       USGS
 MV0408
 MV0408                          STATION DESCRIPTION
 MV0408
 MV0408'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0408'36.9 KM (22.90 MI) SE FROM VYA.
 MV0408'VYA, 2.0 MILES SOUTHWEST OF, THENCE 20.9 MILES SOUTHEAST ALONG STATE
 MV0408'HIGHWAY 34 TO A Y-ROAD NORTHEAST, 90.6 FEET EAST OF THE CENTERLINE OF
 MV0408'STATE HIGHWAY 34 AT THE JUNCTION, AND 67.5 FEET SOUTHEAST OF THE
 MV0408'CENTERLINE OF THE Y-ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0430 ***********************************************************************
 JP0430  DESIGNATION -  96 DOR
 JP0430  PID         -  JP0430
 JP0430  STATE/COUNTY-  NV/NYE
 JP0430  USGS QUAD   -  BROWN SUMMIT NW (1968)
 JP0430
 JP0430                         *CURRENT SURVEY CONTROL
 JP0430  ___________________________________________________________________
 JP0430* NAD 83(1986)-  38 53 32.     (N)    115 53 18.     (W)     SCALED    
 JP0430* NAVD 88     -      1967.733  (meters)    6455.80   (feet)  ADJUSTED  
 JP0430  ___________________________________________________________________
 JP0430  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 JP0430  DYNAMIC HT  -        1965.600 (meters)    6448.81  (feet)  COMP
 JP0430  MODELED GRAV-     979,473.4   (mgal)                       NAVD 88
 JP0430
 JP0430  VERT ORDER  -  SECOND    CLASS 0
 JP0430
 JP0430.The horizontal coordinates were scaled from a topographic map and have
 JP0430.an estimated accuracy of +/- 6 seconds.
 JP0430
 JP0430.The orthometric height was determined by differential leveling
 JP0430.and adjusted by the National Geodetic Survey in June 1991..
 JP0430
 JP0430.The geoid height was determined by GEOID03.
 JP0430
 JP0430.The dynamic height is computed by dividing the NAVD 88
 JP0430.geopotential number by the normal gravity value computed on the
 JP0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0430.degrees latitude (g = 980.6199 gals.).
 JP0430
 JP0430.The modeled gravity was interpolated from observed gravity values.
 JP0430
 JP0430;                    North         East    Units  Estimated Accuracy
 JP0430;SPC NV C     - 6,459,920.      567,520.      MT  (+/- 180 meters Scaled)
 JP0430
 JP0430                          SUPERSEDED SURVEY CONTROL
 JP0430
 JP0430.No superseded survey control is available for this station.
 JP0430
 JP0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND964054(NAD 83)
 JP0430_MARKER: DD = SURVEY DISK
 JP0430_SETTING: 66 = SET IN ROCK OUTCROP
 JP0430_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JP0430_STAMPING: 96 DOR 1967 6452
 JP0430_MARK LOGO: USGS  
 JP0430_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JP0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0430+STABILITY: POSITION/ELEVATION WELL
 JP0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0430+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0430
 JP0430  HISTORY     - Date     Condition        Report By
 JP0430  HISTORY     - 1967     MONUMENTED       USGS
 JP0430
 JP0430                          STATION DESCRIPTION
 JP0430
 JP0430'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0430'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JP0430'HIGHWAY 6 TO A T-ROAD NORTH, THENCE 6.7 MILES NORTH TO A Y-ROAD
 JP0430'NORTHEAST TO LITTLE SMOKY VALLEY, THENCE 26.6 MILES NORTHEAST, 60 FEET
 JP0430'EAST AND 3 FEET HIGHER THAN THE ROAD, 3 FEET EAST OF A WITNESS SIGN,
 JP0430'IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0525 ***********************************************************************
 MU0525  DESIGNATION -  96 FMK
 MU0525  PID         -  MU0525
 MU0525  STATE/COUNTY-  NV/HUMBOLDT
 MU0525  USGS QUAD   -  STAR VALLEY RIDGE WEST (1973)
 MU0525
 MU0525                         *CURRENT SURVEY CONTROL
 MU0525  ___________________________________________________________________
 MU0525* NAD 83(1986)-  41 55 43.     (N)    116 58 30.     (W)     SCALED    
 MU0525* NAVD 88     -      1577.142  (meters)    5174.34   (feet)  POSTED    
 MU0525  ___________________________________________________________________
 MU0525  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 MU0525  DYNAMIC HT  -        1576.020 (meters)    5170.66  (feet)  COMP
 MU0525  MODELED GRAV-     979,857.9   (mgal)                       NAVD 88
 MU0525
 MU0525  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0525
 MU0525.The horizontal coordinates were scaled from a topographic map and have
 MU0525.an estimated accuracy of +/- 6 seconds.
 MU0525
 MU0525.The orthometric height was determined by differential leveling
 MU0525.and adjusted by the National Geodetic Survey in 1992..
 MU0525.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0525.rate of 0.0 thru 1.0 mm/km.
 MU0525
 MU0525.The geoid height was determined by GEOID03.
 MU0525
 MU0525.The dynamic height is computed by dividing the NAVD 88
 MU0525.geopotential number by the normal gravity value computed on the
 MU0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0525.degrees latitude (g = 980.6199 gals.).
 MU0525
 MU0525.The modeled gravity was interpolated from observed gravity values.
 MU0525
 MU0525;                    North         East    Units  Estimated Accuracy
 MU0525;SPC NV W     - 4,798,020.      933,390.      MT  (+/- 180 meters Scaled)
 MU0525
 MU0525                          SUPERSEDED SURVEY CONTROL
 MU0525
 MU0525  NGVD 29 (??/??/92) 1576.06   (m)         5170.8    (f) COMPUTED    2 0
 MU0525
 MU0525.Superseded values are not recommended for survey control.
 MU0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0525.See file dsdata.txt to determine how the superseded data were derived.
 MU0525
 MU0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG020418(NAD 83)
 MU0525_MARKER: DD = SURVEY DISK
 MU0525_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0525_SP_SET: COPPER-CLAD STEEL ROD
 MU0525_STAMPING: 96 FMK 1973 5171
 MU0525_MARK LOGO: USGS  
 MU0525_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0525+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0525
 MU0525  HISTORY     - Date     Condition        Report By
 MU0525  HISTORY     - 1973     MONUMENTED       USGS
 MU0525
 MU0525                          STATION DESCRIPTION
 MU0525
 MU0525'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0525'FROM I. L. STAR VALLEY LINE CABIN, NEVADA, PROCEED 4.3 MILES SOUTH
 MU0525'ALONG A DIRT ROAD, THENCE 12.3 MILES WEST ALONG DIRT ROAD TO THE
 MU0525'LITTLE OWYHEE RIVER, THENCE 8.6 MILES NORTHEAST ALONG A TRACK ROAD, AT
 MU0525'A T-ROAD INTERSECTION TO THE EAST, 87 FEET EAST OF THE CENTERLINE OF
 MU0525'THE INTERSECTION, SMALL ROCK CAIRN AT BENCH MARK, SET ON A
 MU0525'COPPER-COATED STEEL ROD ENCASED IN A 6-INCH FIBER PIPE
 MU0525'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0673 ***********************************************************************
 MU0673  DESIGNATION -  96 HEI
 MU0673  PID         -  MU0673
 MU0673  STATE/COUNTY-  NV/HUMBOLDT
 MU0673  USGS QUAD   -  LAYTON SPRING (1980)
 MU0673
 MU0673                         *CURRENT SURVEY CONTROL
 MU0673  ___________________________________________________________________
 MU0673* NAD 83(1986)-  41 26 47.     (N)    117 04 30.     (W)     SCALED    
 MU0673* NAVD 88     -      1431.747  (meters)    4697.32   (feet)  POSTED    
 MU0673  ___________________________________________________________________
 MU0673  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 MU0673  DYNAMIC HT  -        1430.730 (meters)    4693.99  (feet)  COMP
 MU0673  MODELED GRAV-     979,860.2   (mgal)                       NAVD 88
 MU0673
 MU0673  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0673
 MU0673.The horizontal coordinates were scaled from a topographic map and have
 MU0673.an estimated accuracy of +/- 6 seconds.
 MU0673
 MU0673.The orthometric height was determined by differential leveling
 MU0673.and adjusted by the National Geodetic Survey in 1992..
 MU0673.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0673.rate of 0.0 thru 1.0 mm/km.
 MU0673
 MU0673.The geoid height was determined by GEOID03.
 MU0673
 MU0673.The dynamic height is computed by dividing the NAVD 88
 MU0673.geopotential number by the normal gravity value computed on the
 MU0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0673.degrees latitude (g = 980.6199 gals.).
 MU0673
 MU0673.The modeled gravity was interpolated from observed gravity values.
 MU0673
 MU0673;                    North         East    Units  Estimated Accuracy
 MU0673;SPC NV W     - 4,744,310.      926,030.      MT  (+/- 180 meters Scaled)
 MU0673
 MU0673                          SUPERSEDED SURVEY CONTROL
 MU0673
 MU0673.No superseded survey control is available for this station.
 MU0673
 MU0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF937883(NAD 83)
 MU0673_MARKER: DD = SURVEY DISK
 MU0673_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0673_SP_SET: COPPER-CLAD STEEL ROD
 MU0673_STAMPING: 96 HEI 1974 4694
 MU0673_MARK LOGO: USGS  
 MU0673_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0673+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0673
 MU0673  HISTORY     - Date     Condition        Report By
 MU0673  HISTORY     - 1974     MONUMENTED       USGS
 MU0673
 MU0673                          STATION DESCRIPTION
 MU0673
 MU0673'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0673'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0673'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0673'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0673'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0673'T-ROAD WEST, THENCE 19.7 MILES WEST ALONG A TRACK ROAD, 0.2 MILES
 MU0673'SOUTH AND 4.6 MILES WEST OF LITTLE HUMBOLDT RANCH, 0.2 MILES EAST OF
 MU0673'LAYTON SPRING, 45 FEET SOUTH AND 0.3 FEET HIGHER THAN THE CENTERLINE
 MU0673'OF THE ROAD, ALONGSIDE A CAIRN, SET ON COPPER-COATED ROD ENCASED IN
 MU0673'6-INCH BLACK FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0066 ***********************************************************************
 MT0066  DESIGNATION -  96 JD
 MT0066  PID         -  MT0066
 MT0066  STATE/COUNTY-  NV/ELKO
 MT0066  USGS QUAD   -  EMIGRANT SPRINGS (1989)
 MT0066
 MT0066                         *CURRENT SURVEY CONTROL
 MT0066  ___________________________________________________________________
 MT0066* NAD 83(1986)-  41 40 44.     (N)    114 23 27.     (W)     SCALED    
 MT0066* NAVD 88     -      1669.584  (meters)    5477.63   (feet)  ADJUSTED  
 MT0066  ___________________________________________________________________
 MT0066  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 MT0066  DYNAMIC HT  -        1668.305 (meters)    5473.43  (feet)  COMP
 MT0066  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 MT0066
 MT0066  VERT ORDER  -  SECOND    CLASS 0
 MT0066
 MT0066.The horizontal coordinates were scaled from a topographic map and have
 MT0066.an estimated accuracy of +/- 6 seconds.
 MT0066
 MT0066.The orthometric height was determined by differential leveling
 MT0066.and adjusted by the National Geodetic Survey in June 1991..
 MT0066
 MT0066.The geoid height was determined by GEOID03.
 MT0066
 MT0066.The dynamic height is computed by dividing the NAVD 88
 MT0066.geopotential number by the normal gravity value computed on the
 MT0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0066.degrees latitude (g = 980.6199 gals.).
 MT0066
 MT0066.The modeled gravity was interpolated from observed gravity values.
 MT0066
 MT0066;                    North         East    Units  Estimated Accuracy
 MT0066;SPC NV E     - 8,769,720.      299,290.      MT  (+/- 180 meters Scaled)
 MT0066
 MT0066                          SUPERSEDED SURVEY CONTROL
 MT0066
 MT0066  NGVD 29 (??/??/92) 1668.431  (m)         5473.84   (f) ADJ UNCH    2 0
 MT0066
 MT0066.Superseded values are not recommended for survey control.
 MT0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0066.See file dsdata.txt to determine how the superseded data were derived.
 MT0066
 MT0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG171174(NAD 83)
 MT0066_MARKER: DD = SURVEY DISK
 MT0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0066_STAMPING: 96 JD 1956 5474
 MT0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0066+STABILITY: SURFACE MOTION
 MT0066
 MT0066  HISTORY     - Date     Condition        Report By
 MT0066  HISTORY     - 1956     MONUMENTED       USGS
 MT0066  HISTORY     - 1958     GOOD             NGS
 MT0066
 MT0066                          STATION DESCRIPTION
 MT0066
 MT0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0066'31.2 MI NE FROM WILKINS.
 MT0066'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0066'POST AT WILKINS, THENCE 22.4 MILES NORTHEAST ALONG A GRAVEL ROAD,
 MT0066'THENCE 8.1 MILES NORTH ALONG A DIRT ROAD, AT THE SUMMIT OF A SMALL
 MT0066'RIDGE, NEAR A FENCE POST WITH TWO WOODEN BRACES, 32 FEET WEST OF THE
 MT0066'CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A FENCE, 0.8 FOOT WEST OF A
 MT0066'WITNESS POST, 2 FEET HIGHER THAN THE ROAD, AND SET IN TOP OF A
 MT0066'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0409 ***********************************************************************
 MV0409  DESIGNATION -  96 LRC
 MV0409  PID         -  MV0409
 MV0409  STATE/COUNTY-  NV/WASHOE
 MV0409  USGS QUAD   -  HART MOUNTAIN (1978)
 MV0409
 MV0409                         *CURRENT SURVEY CONTROL
 MV0409  ___________________________________________________________________
 MV0409* NAD 83(1986)-  41 20 34.     (N)    119 36 14.     (W)     SCALED    
 MV0409* NAVD 88     -      1780.079  (meters)    5840.14   (feet)  ADJUSTED  
 MV0409  ___________________________________________________________________
 MV0409  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 MV0409  DYNAMIC HT  -        1778.644 (meters)    5835.43  (feet)  COMP
 MV0409  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 MV0409
 MV0409  VERT ORDER  -  SECOND    CLASS 0
 MV0409
 MV0409.The horizontal coordinates were scaled from a topographic map and have
 MV0409.an estimated accuracy of +/- 6 seconds.
 MV0409
 MV0409.The orthometric height was determined by differential leveling
 MV0409.and adjusted by the National Geodetic Survey in June 1991..
 MV0409
 MV0409.The geoid height was determined by GEOID03.
 MV0409
 MV0409.The dynamic height is computed by dividing the NAVD 88
 MV0409.geopotential number by the normal gravity value computed on the
 MV0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0409.degrees latitude (g = 980.6199 gals.).
 MV0409
 MV0409.The modeled gravity was interpolated from observed gravity values.
 MV0409
 MV0409;                    North         East    Units  Estimated Accuracy
 MV0409;SPC NV W     - 4,732,210.      714,590.      MT  (+/- 180 meters Scaled)
 MV0409
 MV0409                          SUPERSEDED SURVEY CONTROL
 MV0409
 MV0409.No superseded survey control is available for this station.
 MV0409
 MV0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF821800(NAD 83)
 MV0409_MARKER: DD = SURVEY DISK
 MV0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0409_SP_SET: CONCRETE POST
 MV0409_STAMPING: 96 LRC 1972 5836
 MV0409_MARK LOGO: USGS  
 MV0409_PROJECTION: FLUSH
 MV0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0409+STABILITY: SURFACE MOTION
 MV0409
 MV0409  HISTORY     - Date     Condition        Report By
 MV0409  HISTORY     - 1972     MONUMENTED       USGS
 MV0409
 MV0409                          STATION DESCRIPTION
 MV0409
 MV0409'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0409'38.3 KM (23.80MI) SE FROM VYA.
 MV0409'VYA, 2.0 MILES SOUTHWEST OF, THENCE 21.8 MILES SOUTHEAST ALONG STATE
 MV0409'HIGHWAY 34 TO A WIDE DRAIN CROSSING, 150 FEET ENE OF A CULVERT, 46
 MV0409'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 30 FEET SOUTHWEST
 MV0409'OF A DUG DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0431 ***********************************************************************
 JP0431  DESIGNATION -  97 DOR
 JP0431  PID         -  JP0431
 JP0431  STATE/COUNTY-  NV/NYE
 JP0431  USGS QUAD   -  BROWN SUMMIT NW (1968)
 JP0431
 JP0431                         *CURRENT SURVEY CONTROL
 JP0431  ___________________________________________________________________
 JP0431* NAD 83(1986)-  38 52 59.     (N)    115 54 04.     (W)     SCALED    
 JP0431* NAVD 88     -      1954.728  (meters)    6413.14   (feet)  ADJUSTED  
 JP0431  ___________________________________________________________________
 JP0431  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 JP0431  DYNAMIC HT  -        1952.608 (meters)    6406.18  (feet)  COMP
 JP0431  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 JP0431
 JP0431  VERT ORDER  -  SECOND    CLASS 0
 JP0431
 JP0431.The horizontal coordinates were scaled from a topographic map and have
 JP0431.an estimated accuracy of +/- 6 seconds.
 JP0431
 JP0431.The orthometric height was determined by differential leveling
 JP0431.and adjusted by the National Geodetic Survey in June 1991..
 JP0431
 JP0431.The geoid height was determined by GEOID03.
 JP0431
 JP0431.The dynamic height is computed by dividing the NAVD 88
 JP0431.geopotential number by the normal gravity value computed on the
 JP0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0431.degrees latitude (g = 980.6199 gals.).
 JP0431
 JP0431.The modeled gravity was interpolated from observed gravity values.
 JP0431
 JP0431;                    North         East    Units  Estimated Accuracy
 JP0431;SPC NV C     - 6,458,900.      566,420.      MT  (+/- 180 meters Scaled)
 JP0431
 JP0431                          SUPERSEDED SURVEY CONTROL
 JP0431
 JP0431.No superseded survey control is available for this station.
 JP0431
 JP0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND953043(NAD 83)
 JP0431_MARKER: DD = SURVEY DISK
 JP0431_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0431_SP_SET: COPPER-CLAD STEEL ROD
 JP0431_STAMPING: 97 DOR 1967 6409
 JP0431_MARK LOGO: USGS  
 JP0431_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0431+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0431
 JP0431  HISTORY     - Date     Condition        Report By
 JP0431  HISTORY     - 1967     MONUMENTED       USGS
 JP0431
 JP0431                          STATION DESCRIPTION
 JP0431
 JP0431'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0431'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JP0431'HIGHWAY 6 TO A T-ROAD NORTH, THENCE 6.7 MILES NORTH TO A Y-ROAD
 JP0431'NORTHEAST TO LITTLE SMOKY VALLEY, THENCE 25.6 MILES NORTHEAST, 30 FEET
 JP0431'SOUTHEAST OF THE ROAD, 1 FOOT NORTHWEST OF A WITNESS, SET ON A
 JP0431'COPPER-COATED ROD, ENCLOSED IN A FIBER PIPE AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0526 ***********************************************************************
 MU0526  DESIGNATION -  97 FMK
 MU0526  PID         -  MU0526
 MU0526  STATE/COUNTY-  NV/HUMBOLDT
 MU0526  USGS QUAD   -  STAR VALLEY RIDGE WEST (1973)
 MU0526
 MU0526                         *CURRENT SURVEY CONTROL
 MU0526  ___________________________________________________________________
 MU0526* NAD 83(1986)-  41 56 38.     (N)    116 58 43.     (W)     SCALED    
 MU0526* NAVD 88     -      1566.285  (meters)    5138.72   (feet)  POSTED    
 MU0526  ___________________________________________________________________
 MU0526  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 MU0526  DYNAMIC HT  -        1565.180 (meters)    5135.09  (feet)  COMP
 MU0526  MODELED GRAV-     979,859.3   (mgal)                       NAVD 88
 MU0526
 MU0526  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0526
 MU0526.The horizontal coordinates were scaled from a topographic map and have
 MU0526.an estimated accuracy of +/- 6 seconds.
 MU0526
 MU0526.The orthometric height was determined by differential leveling
 MU0526.and adjusted by the National Geodetic Survey in 1992..
 MU0526.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0526.rate of 0.0 thru 1.0 mm/km.
 MU0526
 MU0526.The geoid height was determined by GEOID03.
 MU0526
 MU0526.The dynamic height is computed by dividing the NAVD 88
 MU0526.geopotential number by the normal gravity value computed on the
 MU0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0526.degrees latitude (g = 980.6199 gals.).
 MU0526
 MU0526.The modeled gravity was interpolated from observed gravity values.
 MU0526
 MU0526;                    North         East    Units  Estimated Accuracy
 MU0526;SPC NV W     - 4,799,710.      933,060.      MT  (+/- 180 meters Scaled)
 MU0526
 MU0526                          SUPERSEDED SURVEY CONTROL
 MU0526
 MU0526  NGVD 29 (??/??/92) 1565.21   (m)         5135.2    (f) COMPUTED    2 0
 MU0526
 MU0526.Superseded values are not recommended for survey control.
 MU0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0526.See file dsdata.txt to determine how the superseded data were derived.
 MU0526
 MU0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG017435(NAD 83)
 MU0526_MARKER: DD = SURVEY DISK
 MU0526_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0526_SP_SET: COPPER-CLAD STEEL ROD
 MU0526_STAMPING: 97 FMK 1973 5135
 MU0526_MARK LOGO: USGS  
 MU0526_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0526+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0526
 MU0526  HISTORY     - Date     Condition        Report By
 MU0526  HISTORY     - 1973     MONUMENTED       USGS
 MU0526
 MU0526                          STATION DESCRIPTION
 MU0526
 MU0526'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0526'FROM I. L. STAR VALLEY LINE CABIN, NEVADA, PROCEED 4.3 MILES SOUTH
 MU0526'ALONG A DIRT ROAD, THENCE 12.3 MILES WEST ALONG DIRT ROAD TO THE
 MU0526'LITTLE OWYHEE RIVER, THENCE 9.7 MILES NORTHEAST ALONG A TRACK ROAD,
 MU0526'1.8 MILES WEST OF THE STAR VALLEY RANCH, ALONG A DIRT ROAD TO A
 MU0526'Y-ROAD, THENCE 1.2 MILES SOUTHWEST ALONG DIRT ROAD TO Y-ROAD, THENCE
 MU0526'2.7 MILES SOUTH TO Y-ROAD, THENCE 3.2 MILES SOUTH ALONG LEFT FORK OF
 MU0526'ROAD, 54 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET EAST OF A
 MU0526'ROCK CAIRN, SET ON A COPPER-COATED STEEL ROD ENCASED IN A 6-INCH BLACK
 MU0526'FIBER PIPE, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0674 ***********************************************************************
 MU0674  DESIGNATION -  97 HEI
 MU0674  PID         -  MU0674
 MU0674  STATE/COUNTY-  NV/HUMBOLDT
 MU0674  USGS QUAD   -  LAYTON SPRING (1980)
 MU0674
 MU0674                         *CURRENT SURVEY CONTROL
 MU0674  ___________________________________________________________________
 MU0674* NAD 83(1986)-  41 27 12.     (N)    117 03 30.     (W)     SCALED    
 MU0674* NAVD 88     -      1440.545  (meters)    4726.19   (feet)  POSTED    
 MU0674  ___________________________________________________________________
 MU0674  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 MU0674  DYNAMIC HT  -        1439.520 (meters)    4722.83  (feet)  COMP
 MU0674  MODELED GRAV-     979,859.1   (mgal)                       NAVD 88
 MU0674
 MU0674  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0674
 MU0674.The horizontal coordinates were scaled from a topographic map and have
 MU0674.an estimated accuracy of +/- 6 seconds.
 MU0674
 MU0674.The orthometric height was determined by differential leveling
 MU0674.and adjusted by the National Geodetic Survey in 1992..
 MU0674.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0674.rate of 0.0 thru 1.0 mm/km.
 MU0674
 MU0674.The geoid height was determined by GEOID03.
 MU0674
 MU0674.The dynamic height is computed by dividing the NAVD 88
 MU0674.geopotential number by the normal gravity value computed on the
 MU0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0674.degrees latitude (g = 980.6199 gals.).
 MU0674
 MU0674.The modeled gravity was interpolated from observed gravity values.
 MU0674
 MU0674;                    North         East    Units  Estimated Accuracy
 MU0674;SPC NV W     - 4,745,110.      927,410.      MT  (+/- 180 meters Scaled)
 MU0674
 MU0674                          SUPERSEDED SURVEY CONTROL
 MU0674
 MU0674.No superseded survey control is available for this station.
 MU0674
 MU0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF951890(NAD 83)
 MU0674_MARKER: A = ALUMINUM MARKER
 MU0674_SETTING: 0 = UNSPECIFIED SETTING
 MU0674_STAMPING: 97 HEI 1974 4723
 MU0674_MARK LOGO: USGS  
 MU0674_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0674+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0674
 MU0674  HISTORY     - Date     Condition        Report By
 MU0674  HISTORY     - 1974     MONUMENTED       USGS
 MU0674
 MU0674                          STATION DESCRIPTION
 MU0674
 MU0674'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0674'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0674'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0674'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0674'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0674'T-ROAD WEST, THENCE 20.7 MILES WEST ALONG A TRACK ROAD, 0.2 MILES
 MU0674'SOUTH AND 3.5 MILES WEST OF LITTLE HUMBOLDT RANCH, 58 FEET SOUTHEAST
 MU0674'AND 14 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 18 FEET NORTHEAST
 MU0674'OF A 6 X 12-FOOT BOULDER 5-FEET HIGH, IN THE CENTERLINE OF OLD WAGON
 MU0674'ROAD, ALUMINUM TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0068 ***********************************************************************
 MT0068  DESIGNATION -  97 JD
 MT0068  PID         -  MT0068
 MT0068  STATE/COUNTY-  NV/ELKO
 MT0068  USGS QUAD   -  EMIGRANT SPRINGS (1989)
 MT0068
 MT0068                         *CURRENT SURVEY CONTROL
 MT0068  ___________________________________________________________________
 MT0068* NAD 83(1994)-  41 39 10.64287(N)    114 25 20.97799(W)     ADJUSTED  
 MT0068* NAVD 88     -      1638.264  (meters)    5374.87   (feet)  ADJUSTED  
 MT0068  ___________________________________________________________________
 MT0068  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 MT0068  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 MT0068  DYNAMIC HT  -        1637.002 (meters)    5370.73  (feet)  COMP
 MT0068  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 MT0068
 MT0068  HORZ ORDER  -  THIRD
 MT0068  VERT ORDER  -  SECOND    CLASS 0
 MT0068
 MT0068.The horizontal coordinates were established by classical geodetic methods
 MT0068.and adjusted by the National Geodetic Survey in January 1999..
 MT0068
 MT0068.The orthometric height was determined by differential leveling
 MT0068.and adjusted by the National Geodetic Survey in June 1991..
 MT0068
 MT0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0068
 MT0068.The geoid height was determined by GEOID03.
 MT0068
 MT0068.The dynamic height is computed by dividing the NAVD 88
 MT0068.geopotential number by the normal gravity value computed on the
 MT0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0068.degrees latitude (g = 980.6199 gals.).
 MT0068
 MT0068.The modeled gravity was interpolated from observed gravity values.
 MT0068
 MT0068;                    North         East     Units Scale Factor Converg.
 MT0068;SPC NV E     - 8,766,806.842   296,688.352   MT  1.00001501   +0 46 17.7
 MT0068;SPC NV E     -28,762,432.11    973,385.03   sFT  1.00001501   +0 46 17.7
 MT0068;UTM  11      - 4,614,455.201   714,627.418   MT  1.00016690   +1 42 49.3
 MT0068
 MT0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0068!SPC NV E     -   0.99974560  x   1.00001501  =   0.99976061
 MT0068!UTM  11      -   0.99974560  x   1.00016690  =   0.99991246
 MT0068
 MT0068                          SUPERSEDED SURVEY CONTROL
 MT0068
 MT0068  NGVD 29 (??/??/92) 1637.108  (m)         5371.08   (f) ADJ UNCH    2 0
 MT0068
 MT0068.Superseded values are not recommended for survey control.
 MT0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0068.See file dsdata.txt to determine how the superseded data were derived.
 MT0068
 MT0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG1462714455(NAD 83)
 MT0068_MARKER: DB = BENCH MARK DISK
 MT0068_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0068_STAMPING: 97 JD 1956 5371
 MT0068_PROJECTION: FLUSH
 MT0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0068+STABILITY: SURFACE MOTION
 MT0068
 MT0068  HISTORY     - Date     Condition        Report By
 MT0068  HISTORY     - 1956     MONUMENTED       USGS
 MT0068  HISTORY     - 1958     GOOD             NGS
 MT0068
 MT0068                          STATION DESCRIPTION
 MT0068
 MT0068'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 MT0068'DESCRIBED IN LEVEL LINE BY USGS, 1956 (PV 288) AS FOLLOWS--
 MT0068'--ECCLES RANCH, 5.6 MI. NE. OF ALONG RD., 140 FT. SW. OF LARGE DRAIN
 MT0068'CROSSING, 47 FT. W. OF CENTER OF RD., IN CONCRETE POST PROJECTING 2
 MT0068'IN. ABOVE GROUND, STANDARD TABLET---STAMPED--- 97 JD 1956 5371.
 MT0068'LOCATED ABOUT 23 MI. S. OF IDAHO-NEVADA STATE LINE, AND 19 MI. SE. OF
 MT0068'CONTACT.
 MT0068'TO REACH FROM THOUSAND SPRING POST OFFICE, DRIVE N. FOR 0.5 MI., TURN
 MT0068'RIGHT OFF U.S. HIGHWAY 93 UNDER SIGN --WINECUP RANCH HEADQUARTERS 4
 MT0068'MILES-- AND DRIVE E. FOR 3.5 MI. TO RD. FORK, TAKE LEFT FORK (NE.) FOR
 MT0068'ABOUT 19 MI. TO ECCLES RANCH, TURN ONTO SIDE RD. (LEFT) UP VALLEY TO
 MT0068'N. AND DRIVE 5.6 MI. TO STATION WHICH IS 140 FT. SW. OF LARGE DRAIN
 MT0068'X-ING AND 47 FT. W. OF CENTER OF RD.
 MT0068'STATION MARK--STANDARD BM TABLET---STAMPED--- 97 JD 1956 5371, IN
 MT0068'CONCRETE POST PROJECTING 2 IN. ABOVE GROUND.
 MT0068
 MT0068                          STATION RECOVERY (1958)
 MT0068
 MT0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MT0068'28.7 MI NE FROM WILKINS.
 MT0068'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0068'POST AT WILKINS, THENCE 22.4 MILES NORTHEAST ALONG A GRAVEL ROAD,
 MT0068'THENCE 5.6 MILES NORTH ALONG A DIRT ROAD, 140 FEET SOUTHWEST OF THE
 MT0068'CENTER OF THE CROSSING OF A DEEP WASH, 47 FEET WEST OF THE CENTER LINE
 MT0068'OF THE ROAD, 1.0 FOOT NORTH OF A WITNESS POST, 1 FOOT HIGHER THAN THE
 MT0068'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MT0068'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0410 ***********************************************************************
 MV0410  DESIGNATION -  97 LRC
 MV0410  PID         -  MV0410
 MV0410  STATE/COUNTY-  NV/WASHOE
 MV0410  USGS QUAD   -  HART MOUNTAIN (1978)
 MV0410
 MV0410                         *CURRENT SURVEY CONTROL
 MV0410  ___________________________________________________________________
 MV0410* NAD 83(1986)-  41 19 44.     (N)    119 35 56.     (W)     SCALED    
 MV0410* NAVD 88     -      1801.565  (meters)    5910.63   (feet)  ADJUSTED  
 MV0410  ___________________________________________________________________
 MV0410  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 MV0410  DYNAMIC HT  -        1800.106 (meters)    5905.85  (feet)  COMP
 MV0410  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 MV0410
 MV0410  VERT ORDER  -  SECOND    CLASS 0
 MV0410
 MV0410.The horizontal coordinates were scaled from a topographic map and have
 MV0410.an estimated accuracy of +/- 6 seconds.
 MV0410
 MV0410.The orthometric height was determined by differential leveling
 MV0410.and adjusted by the National Geodetic Survey in June 1991..
 MV0410
 MV0410.The geoid height was determined by GEOID03.
 MV0410
 MV0410.The dynamic height is computed by dividing the NAVD 88
 MV0410.geopotential number by the normal gravity value computed on the
 MV0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0410.degrees latitude (g = 980.6199 gals.).
 MV0410
 MV0410.The modeled gravity was interpolated from observed gravity values.
 MV0410
 MV0410;                    North         East    Units  Estimated Accuracy
 MV0410;SPC NV W     - 4,730,670.      714,990.      MT  (+/- 180 meters Scaled)
 MV0410
 MV0410                          SUPERSEDED SURVEY CONTROL
 MV0410
 MV0410.No superseded survey control is available for this station.
 MV0410
 MV0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF825785(NAD 83)
 MV0410_MARKER: DD = SURVEY DISK
 MV0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0410_SP_SET: CONCRETE POST
 MV0410_STAMPING: 97 LRC 1972 5907
 MV0410_MARK LOGO: USGS  
 MV0410_PROJECTION: FLUSH
 MV0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0410+STABILITY: SURFACE MOTION
 MV0410
 MV0410  HISTORY     - Date     Condition        Report By
 MV0410  HISTORY     - 1972     MONUMENTED       USGS
 MV0410
 MV0410                          STATION DESCRIPTION
 MV0410
 MV0410'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0410'39.7 KM (24.70 MI) SE FROM VYA.
 MV0410'VYA, 2.0 MILES SOUTHWEST OF, THENCE 22.7 MILES SOUTHEAST ALONG STATE
 MV0410'HIGHWAY 34 TO THE JUNCTION OF A DIM OLD ROAD, AT THE TOP OF A HILL,
 MV0410'1.8 MILES SOUTHEAST OF A Y-ROAD NORTH, 43 FEET ENE OF THE CENTERLINE
 MV0410'OF THE ROAD, AND 8.6 FEET NORTH OF THE CENTERLINE OF THE OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0432 ***********************************************************************
 JP0432  DESIGNATION -  98 DOR
 JP0432  PID         -  JP0432
 JP0432  STATE/COUNTY-  NV/NYE
 JP0432  USGS QUAD   -  BROWN SUMMIT SW (1982)
 JP0432
 JP0432                         *CURRENT SURVEY CONTROL
 JP0432  ___________________________________________________________________
 JP0432* NAD 83(1986)-  38 52 13.     (N)    115 54 42.     (W)     SCALED    
 JP0432* NAVD 88     -      1937.228  (meters)    6355.72   (feet)  ADJUSTED  
 JP0432  ___________________________________________________________________
 JP0432  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 JP0432  DYNAMIC HT  -        1935.125 (meters)    6348.82  (feet)  COMP
 JP0432  MODELED GRAV-     979,473.1   (mgal)                       NAVD 88
 JP0432
 JP0432  VERT ORDER  -  SECOND    CLASS 0
 JP0432
 JP0432.The horizontal coordinates were scaled from a topographic map and have
 JP0432.an estimated accuracy of +/- 6 seconds.
 JP0432
 JP0432.The orthometric height was determined by differential leveling
 JP0432.and adjusted by the National Geodetic Survey in June 1991..
 JP0432
 JP0432.The geoid height was determined by GEOID03.
 JP0432
 JP0432.The dynamic height is computed by dividing the NAVD 88
 JP0432.geopotential number by the normal gravity value computed on the
 JP0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0432.degrees latitude (g = 980.6199 gals.).
 JP0432
 JP0432.The modeled gravity was interpolated from observed gravity values.
 JP0432
 JP0432;                    North         East    Units  Estimated Accuracy
 JP0432;SPC NV C     - 6,457,470.      565,520.      MT  (+/- 180 meters Scaled)
 JP0432
 JP0432                          SUPERSEDED SURVEY CONTROL
 JP0432
 JP0432.No superseded survey control is available for this station.
 JP0432
 JP0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND944029(NAD 83)
 JP0432_MARKER: DD = SURVEY DISK
 JP0432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0432_SP_SET: COPPER-CLAD STEEL ROD
 JP0432_STAMPING: 98 DOR 1967 6352
 JP0432_MARK LOGO: USGS  
 JP0432_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0432+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0432
 JP0432  HISTORY     - Date     Condition        Report By
 JP0432  HISTORY     - 1967     MONUMENTED       USGS
 JP0432
 JP0432                          STATION DESCRIPTION
 JP0432
 JP0432'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0432'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JP0432'HIGHWAY 6 TO A T-ROAD NORTH, THENCE 6.7 MILES NORTH TO A Y-ROAD
 JP0432'NORTHEAST TO LITTLE SMOKY VALLEY, THENCE 24.6 MILES NORTHEAST, 0.3
 JP0432'MILES NORTHEAST TO A ROAD CROSSING, 50 FEET SOUTHEAST OF THE ROAD, 1
 JP0432'FOOT NORTHWEST OF A WITNESS, SET ON A COPPER-COATED ROD, ENCLOSED IN A
 JP0432'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0527 ***********************************************************************
 MU0527  DESIGNATION -  98 FMK
 MU0527  PID         -  MU0527
 MU0527  STATE/COUNTY-  NV/HUMBOLDT
 MU0527  USGS QUAD   -  STAR VALLEY RIDGE WEST (1973)
 MU0527
 MU0527                         *CURRENT SURVEY CONTROL
 MU0527  ___________________________________________________________________
 MU0527* NAD 83(1986)-  41 57 29.     (N)    116 58 43.     (W)     SCALED    
 MU0527* NAVD 88     -      1565.247  (meters)    5135.31   (feet)  POSTED    
 MU0527  ___________________________________________________________________
 MU0527  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 MU0527  DYNAMIC HT  -        1564.140 (meters)    5131.68  (feet)  COMP
 MU0527  MODELED GRAV-     979,861.1   (mgal)                       NAVD 88
 MU0527
 MU0527  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0527
 MU0527.The horizontal coordinates were scaled from a topographic map and have
 MU0527.an estimated accuracy of +/- 6 seconds.
 MU0527
 MU0527.The orthometric height was determined by differential leveling
 MU0527.and adjusted by the National Geodetic Survey in 1992..
 MU0527.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0527.rate of 0.0 thru 1.0 mm/km.
 MU0527
 MU0527.The geoid height was determined by GEOID03.
 MU0527
 MU0527.The dynamic height is computed by dividing the NAVD 88
 MU0527.geopotential number by the normal gravity value computed on the
 MU0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0527.degrees latitude (g = 980.6199 gals.).
 MU0527
 MU0527.The modeled gravity was interpolated from observed gravity values.
 MU0527
 MU0527;                    North         East    Units  Estimated Accuracy
 MU0527;SPC NV W     - 4,801,290.      933,030.      MT  (+/- 180 meters Scaled)
 MU0527
 MU0527                          SUPERSEDED SURVEY CONTROL
 MU0527
 MU0527.No superseded survey control is available for this station.
 MU0527
 MU0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG017451(NAD 83)
 MU0527_MARKER: DD = SURVEY DISK
 MU0527_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0527_SP_SET: COPPER-CLAD STEEL ROD
 MU0527_STAMPING: 98 FMK 1973 5132
 MU0527_MARK LOGO: USGS  
 MU0527_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0527+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0527
 MU0527  HISTORY     - Date     Condition        Report By
 MU0527  HISTORY     - 1973     MONUMENTED       USGS
 MU0527
 MU0527                          STATION DESCRIPTION
 MU0527
 MU0527'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0527'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 MU0527'ROAD TO A Y-ROAD, THENCE 1.2 MILES SOUTHWEST TO A Y-ROAD, THENCE 2.7
 MU0527'MILES SOUTH TO Y-ROAD, THENCE 2.2 MILES SOUTH ALONG LEFT FORK OF
 MU0527'Y-ROAD, 68 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A
 MU0527'ROCK CAIRN, SET ON A COPPER-COATED STEEL ROD ENCASED IN A 6-INCH BLACK
 MU0527'FIBER PIPE, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0675 ***********************************************************************
 MU0675  DESIGNATION -  98 HEI
 MU0675  PID         -  MU0675
 MU0675  STATE/COUNTY-  NV/HUMBOLDT
 MU0675  USGS QUAD   -  LAYTON SPRING (1980)
 MU0675
 MU0675                         *CURRENT SURVEY CONTROL
 MU0675  ___________________________________________________________________
 MU0675* NAD 83(1986)-  41 27 39.     (N)    117 02 35.     (W)     SCALED    
 MU0675* NAVD 88     -      1440.859  (meters)    4727.22   (feet)  POSTED    
 MU0675  ___________________________________________________________________
 MU0675  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 MU0675  DYNAMIC HT  -        1439.830 (meters)    4723.84  (feet)  COMP
 MU0675  MODELED GRAV-     979,857.9   (mgal)                       NAVD 88
 MU0675
 MU0675  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0675
 MU0675.The horizontal coordinates were scaled from a topographic map and have
 MU0675.an estimated accuracy of +/- 6 seconds.
 MU0675
 MU0675.The orthometric height was determined by differential leveling
 MU0675.and adjusted by the National Geodetic Survey in 1992..
 MU0675.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0675.rate of 0.0 thru 1.0 mm/km.
 MU0675
 MU0675.The geoid height was determined by GEOID03.
 MU0675
 MU0675.The dynamic height is computed by dividing the NAVD 88
 MU0675.geopotential number by the normal gravity value computed on the
 MU0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0675.degrees latitude (g = 980.6199 gals.).
 MU0675
 MU0675.The modeled gravity was interpolated from observed gravity values.
 MU0675
 MU0675;                    North         East    Units  Estimated Accuracy
 MU0675;SPC NV W     - 4,745,970.      928,670.      MT  (+/- 180 meters Scaled)
 MU0675
 MU0675                          SUPERSEDED SURVEY CONTROL
 MU0675
 MU0675.No superseded survey control is available for this station.
 MU0675
 MU0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF964899(NAD 83)
 MU0675_MARKER: DD = SURVEY DISK
 MU0675_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0675_SP_SET: COPPER-CLAD STEEL ROD
 MU0675_STAMPING: 98 HEI 1974 4724
 MU0675_MARK LOGO: USGS  
 MU0675_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0675+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0675
 MU0675  HISTORY     - Date     Condition        Report By
 MU0675  HISTORY     - 1974     MONUMENTED       USGS
 MU0675
 MU0675                          STATION DESCRIPTION
 MU0675
 MU0675'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0675'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0675'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0675'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0675'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0675'T-ROAD WEST, THENCE 21.8 MILES WEST ALONG A TRACK ROAD, 0.2 MILES
 MU0675'SOUTH AND 2.5 MILES WEST OF LITTLE HUMBOLDT RANCH, 28 FEET NORTHWEST
 MU0675'OF THE CENTERLINE OF THE ROAD, 18 FEET NORTHEAST OF AN ANGLE POINT
 MU0675'ALONG A FENCE LINE, 0.7 FEET SOUTHEAST OF A FENCE LINE, SET ON
 MU0675'COPPER-COATED ROD ENCASED IN 6-INCH BLACK FIBER PIPE
 MU0675'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0071 ***********************************************************************
 MT0071  DESIGNATION -  98 JD
 MT0071  PID         -  MT0071
 MT0071  STATE/COUNTY-  NV/ELKO
 MT0071  USGS QUAD   -  CHICKEN SPRINGS (1989)
 MT0071
 MT0071                         *CURRENT SURVEY CONTROL
 MT0071  ___________________________________________________________________
 MT0071* NAD 83(1986)-  41 37 09.     (N)    114 25 39.     (W)     SCALED    
 MT0071* NAVD 88     -      1621.576  (meters)    5320.12   (feet)  ADJUSTED  
 MT0071  ___________________________________________________________________
 MT0071  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 MT0071  DYNAMIC HT  -        1620.336 (meters)    5316.05  (feet)  COMP
 MT0071  MODELED GRAV-     979,800.8   (mgal)                       NAVD 88
 MT0071
 MT0071  VERT ORDER  -  SECOND    CLASS 0
 MT0071
 MT0071.The horizontal coordinates were scaled from a topographic map and have
 MT0071.an estimated accuracy of +/- 6 seconds.
 MT0071
 MT0071.The orthometric height was determined by differential leveling
 MT0071.and adjusted by the National Geodetic Survey in June 1991..
 MT0071
 MT0071.The geoid height was determined by GEOID03.
 MT0071
 MT0071.The dynamic height is computed by dividing the NAVD 88
 MT0071.geopotential number by the normal gravity value computed on the
 MT0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0071.degrees latitude (g = 980.6199 gals.).
 MT0071
 MT0071.The modeled gravity was interpolated from observed gravity values.
 MT0071
 MT0071;                    North         East    Units  Estimated Accuracy
 MT0071;SPC NV E     - 8,763,050.      296,320.      MT  (+/- 180 meters Scaled)
 MT0071
 MT0071                          SUPERSEDED SURVEY CONTROL
 MT0071
 MT0071  NGVD 29 (??/??/92) 1620.435  (m)         5316.38   (f) ADJ UNCH    2 0
 MT0071
 MT0071.Superseded values are not recommended for survey control.
 MT0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0071.See file dsdata.txt to determine how the superseded data were derived.
 MT0071
 MT0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG143106(NAD 83)
 MT0071_MARKER: DD = SURVEY DISK
 MT0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0071_STAMPING: 98 JD 1956 5316
 MT0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0071+STABILITY: SURFACE MOTION
 MT0071
 MT0071  HISTORY     - Date     Condition        Report By
 MT0071  HISTORY     - 1956     MONUMENTED       USGS
 MT0071  HISTORY     - 1958     GOOD             NGS
 MT0071
 MT0071                          STATION DESCRIPTION
 MT0071
 MT0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0071'26.1 MI NE FROM WILKINS.
 MT0071'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0071'POST AT WILKINS, THENCE 22.4 MILES NORTHEAST ALONG A GRAVEL ROAD,
 MT0071'THENCE 3.0 MILES NORTH ALONG A DIRT ROAD, IN A CLEARING, 46 FEET WEST
 MT0071'OF THE CENTER LINE OF THE ROAD MEASURED FROM THE CENTER OF THE Y
 MT0071'JUNCTION OF A TRACK ROAD NORTHWEST, 2.0 FEET WEST OF A WITNESS POST, 1
 MT0071'1/2 FEET HIGHER THAN THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 MT0071'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0411 ***********************************************************************
 MV0411  DESIGNATION -  98 LRC
 MV0411  PID         -  MV0411
 MV0411  STATE/COUNTY-  NV/WASHOE
 MV0411  USGS QUAD   -  HART MOUNTAIN (1978)
 MV0411
 MV0411                         *CURRENT SURVEY CONTROL
 MV0411  ___________________________________________________________________
 MV0411* NAD 83(1986)-  41 19 01.     (N)    119 35 39.     (W)     SCALED    
 MV0411* NAVD 88     -      1819.884  (meters)    5970.74   (feet)  ADJUSTED  
 MV0411  ___________________________________________________________________
 MV0411  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 MV0411  DYNAMIC HT  -        1818.404 (meters)    5965.88  (feet)  COMP
 MV0411  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 MV0411
 MV0411  VERT ORDER  -  SECOND    CLASS 0
 MV0411
 MV0411.The horizontal coordinates were scaled from a topographic map and have
 MV0411.an estimated accuracy of +/- 6 seconds.
 MV0411
 MV0411.The orthometric height was determined by differential leveling
 MV0411.and adjusted by the National Geodetic Survey in June 1991..
 MV0411
 MV0411.The geoid height was determined by GEOID03.
 MV0411
 MV0411.The dynamic height is computed by dividing the NAVD 88
 MV0411.geopotential number by the normal gravity value computed on the
 MV0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0411.degrees latitude (g = 980.6199 gals.).
 MV0411
 MV0411.The modeled gravity was interpolated from observed gravity values.
 MV0411
 MV0411;                    North         East    Units  Estimated Accuracy
 MV0411;SPC NV W     - 4,729,330.      715,370.      MT  (+/- 180 meters Scaled)
 MV0411
 MV0411                          SUPERSEDED SURVEY CONTROL
 MV0411
 MV0411.No superseded survey control is available for this station.
 MV0411
 MV0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF828771(NAD 83)
 MV0411_MARKER: DD = SURVEY DISK
 MV0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0411_SP_SET: CONCRETE POST
 MV0411_STAMPING: 98 LRC 1972 5967
 MV0411_MARK LOGO: USGS  
 MV0411_PROJECTION: FLUSH
 MV0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0411+STABILITY: SURFACE MOTION
 MV0411
 MV0411  HISTORY     - Date     Condition        Report By
 MV0411  HISTORY     - 1972     MONUMENTED       USGS
 MV0411
 MV0411                          STATION DESCRIPTION
 MV0411
 MV0411'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0411'41.2 KM (25.60 MI) SE FROM VYA.
 MV0411'VYA, 2.0 MILES SOUTHWEST OF, THENCE 23.6 MILES SOUTHEAST ALONG STATE
 MV0411'HIGHWAY 34 TO THE OLD HART RANCH AT THE BOTTOM OF A HILL, ABOUT 500
 MV0411'FEET NORTHEAST OF AN OLD HOUSE, 95 FEET SOUTHWEST OF THE CENTERLINE
 MV0411'OF THE ROAD OPPOSITE A CORRAL, AND 55 FEET SOUTH OF THE CENTERLINE OF
 MV0411'THE ROAD TO THE OLD HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0433 ***********************************************************************
 JP0433  DESIGNATION -  99 DOR
 JP0433  PID         -  JP0433
 JP0433  STATE/COUNTY-  NV/NYE
 JP0433  USGS QUAD   -  BROWN SUMMIT SW (1982)
 JP0433
 JP0433                         *CURRENT SURVEY CONTROL
 JP0433  ___________________________________________________________________
 JP0433* NAD 83(1986)-  38 51 20.     (N)    115 55 18.     (W)     SCALED    
 JP0433* NAVD 88     -      1918.982  (meters)    6295.86   (feet)  ADJUSTED  
 JP0433  ___________________________________________________________________
 JP0433  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 JP0433  DYNAMIC HT  -        1916.898 (meters)    6289.02  (feet)  COMP
 JP0433  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 JP0433
 JP0433  VERT ORDER  -  SECOND    CLASS 0
 JP0433
 JP0433.The horizontal coordinates were scaled from a topographic map and have
 JP0433.an estimated accuracy of +/- 6 seconds.
 JP0433
 JP0433.The orthometric height was determined by differential leveling
 JP0433.and adjusted by the National Geodetic Survey in June 1991..
 JP0433
 JP0433.The geoid height was determined by GEOID03.
 JP0433
 JP0433.The dynamic height is computed by dividing the NAVD 88
 JP0433.geopotential number by the normal gravity value computed on the
 JP0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0433.degrees latitude (g = 980.6199 gals.).
 JP0433
 JP0433.The modeled gravity was interpolated from observed gravity values.
 JP0433
 JP0433;                    North         East    Units  Estimated Accuracy
 JP0433;SPC NV C     - 6,455,830.      564,660.      MT  (+/- 180 meters Scaled)
 JP0433
 JP0433                          SUPERSEDED SURVEY CONTROL
 JP0433
 JP0433.No superseded survey control is available for this station.
 JP0433
 JP0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND935013(NAD 83)
 JP0433_MARKER: DD = SURVEY DISK
 JP0433_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JP0433_SP_SET: COPPER-CLAD STEEL ROD
 JP0433_STAMPING: 99 DOR 1967 6292
 JP0433_MARK LOGO: USGS  
 JP0433_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0433+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0433
 JP0433  HISTORY     - Date     Condition        Report By
 JP0433  HISTORY     - 1967     MONUMENTED       USGS
 JP0433
 JP0433                          STATION DESCRIPTION
 JP0433
 JP0433'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0433'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JP0433'HIGHWAY 6 TO A T-ROAD NORTH, THENCE 6.7 MILES NORTH TO A Y-ROAD
 JP0433'NORTHEAST TO LITTLE SMOKY VALLEY, THENCE 23.4 MILES NORTHEAST, 0.9
 JP0433'MILES SOUTHWEST OF A ROAD CROSSING, 50 FEET SOUTH OF THE ROAD, 1 FOOT
 JP0433'NORTH OF A WITNESS SIGN, SET ON A COPPER-COATED ROD, ENCLOSED IN A
 JP0433'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0528 ***********************************************************************
 MU0528  DESIGNATION -  99 FMK
 MU0528  PID         -  MU0528
 MU0528  STATE/COUNTY-  NV/HUMBOLDT
 MU0528  USGS QUAD   -  STAR VALLEY RIDGE WEST (1973)
 MU0528
 MU0528                         *CURRENT SURVEY CONTROL
 MU0528  ___________________________________________________________________
 MU0528* NAD 83(1986)-  41 58 26.     (N)    116 58 42.     (W)     SCALED    
 MU0528* NAVD 88     -      1561.484  (meters)    5122.97   (feet)  POSTED    
 MU0528  ___________________________________________________________________
 MU0528  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 MU0528  DYNAMIC HT  -        1560.380 (meters)    5119.35  (feet)  COMP
 MU0528  MODELED GRAV-     979,863.3   (mgal)                       NAVD 88
 MU0528
 MU0528  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0528
 MU0528.The horizontal coordinates were scaled from a topographic map and have
 MU0528.an estimated accuracy of +/- 6 seconds.
 MU0528
 MU0528.The orthometric height was determined by differential leveling
 MU0528.and adjusted by the National Geodetic Survey in 1992..
 MU0528.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0528.rate of 0.0 thru 1.0 mm/km.
 MU0528
 MU0528.The geoid height was determined by GEOID03.
 MU0528
 MU0528.The dynamic height is computed by dividing the NAVD 88
 MU0528.geopotential number by the normal gravity value computed on the
 MU0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0528.degrees latitude (g = 980.6199 gals.).
 MU0528
 MU0528.The modeled gravity was interpolated from observed gravity values.
 MU0528
 MU0528;                    North         East    Units  Estimated Accuracy
 MU0528;SPC NV W     - 4,803,040.      933,020.      MT  (+/- 180 meters Scaled)
 MU0528
 MU0528                          SUPERSEDED SURVEY CONTROL
 MU0528
 MU0528.No superseded survey control is available for this station.
 MU0528
 MU0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG017468(NAD 83)
 MU0528_MARKER: DD = SURVEY DISK
 MU0528_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0528_SP_SET: COPPER-CLAD STEEL ROD
 MU0528_STAMPING: 99 FMK 1973 5119
 MU0528_MARK LOGO: USGS  
 MU0528_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0528+SATELLITE: SATELLITE OBSERVATIONS - 1973
 MU0528
 MU0528  HISTORY     - Date     Condition        Report By
 MU0528  HISTORY     - 1973     MONUMENTED       USGS
 MU0528
 MU0528                          STATION DESCRIPTION
 MU0528
 MU0528'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0528'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 MU0528'ROAD TO A Y-ROAD, THENCE 1.2 MILES SOUTHWEST TO A Y-ROAD, THENCE 2.7
 MU0528'MILES SOUTH TO Y-ROAD, THENCE 1.1 MILES SOUTH ALONG LEFT FORK OF
 MU0528'Y-ROAD, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET NORTHEAST
 MU0528'OF A ROCK CAIRN, SET ON A COPPER-COATED STEEL ROD ENCASED IN A 6-INCH
 MU0528'BLACK FIBER PIPE, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0676 ***********************************************************************
 MU0676  DESIGNATION -  99 HEI
 MU0676  PID         -  MU0676
 MU0676  STATE/COUNTY-  NV/HUMBOLDT
 MU0676  USGS QUAD   -  LAYTON SPRING (1980)
 MU0676
 MU0676                         *CURRENT SURVEY CONTROL
 MU0676  ___________________________________________________________________
 MU0676* NAD 83(1986)-  41 28 39.     (N)    117 02 02.     (W)     SCALED    
 MU0676* NAVD 88     -      1469.222  (meters)    4820.27   (feet)  POSTED    
 MU0676  ___________________________________________________________________
 MU0676  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 MU0676  DYNAMIC HT  -        1468.170 (meters)    4816.82  (feet)  COMP
 MU0676  MODELED GRAV-     979,854.8   (mgal)                       NAVD 88
 MU0676
 MU0676  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0676
 MU0676.The horizontal coordinates were scaled from a topographic map and have
 MU0676.an estimated accuracy of +/- 6 seconds.
 MU0676
 MU0676.The orthometric height was determined by differential leveling
 MU0676.and adjusted by the National Geodetic Survey in 1992..
 MU0676.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0676.rate of 0.0 thru 1.0 mm/km.
 MU0676
 MU0676.The geoid height was determined by GEOID03.
 MU0676
 MU0676.The dynamic height is computed by dividing the NAVD 88
 MU0676.geopotential number by the normal gravity value computed on the
 MU0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0676.degrees latitude (g = 980.6199 gals.).
 MU0676
 MU0676.The modeled gravity was interpolated from observed gravity values.
 MU0676
 MU0676;                    North         East    Units  Estimated Accuracy
 MU0676;SPC NV W     - 4,747,830.      929,410.      MT  (+/- 180 meters Scaled)
 MU0676
 MU0676                          SUPERSEDED SURVEY CONTROL
 MU0676
 MU0676.No superseded survey control is available for this station.
 MU0676
 MU0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF971917(NAD 83)
 MU0676_MARKER: DD = SURVEY DISK
 MU0676_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MU0676_SP_SET: COPPER-CLAD STEEL ROD
 MU0676_STAMPING: 99 HEI 1974 4817
 MU0676_MARK LOGO: USGS  
 MU0676_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0676+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0676
 MU0676  HISTORY     - Date     Condition        Report By
 MU0676  HISTORY     - 1974     MONUMENTED       USGS
 MU0676
 MU0676                          STATION DESCRIPTION
 MU0676
 MU0676'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0676'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0676'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0676'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.8 MILES NORTHWEST
 MU0676'TO A T-ROAD NORTH, THENCE 5.8 MILES NORTH, THENCE 0.3 MILES NORTH TO A
 MU0676'T-ROAD WEST, THENCE 23.1 MILES WEST ALONG A TRACK ROAD, 0.2 MILES
 MU0676'SOUTH AND 1.1 MILES WEST OF LITTLE HUMBOLDT RANCH, 38 FEET EAST OF THE
 MU0676'CENTERLINE OF THE ROAD, ALONGSIDE A SMALL CAIRN, SET ON COPPER-COATED
 MU0676'ROD ENCASED IN 6-INCH WHITE PLASTIC PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0073 ***********************************************************************
 MT0073  DESIGNATION -  99 JD
 MT0073  PID         -  MT0073
 MT0073  STATE/COUNTY-  NV/ELKO
 MT0073  USGS QUAD   -  CHICKEN SPRINGS (1989)
 MT0073
 MT0073                         *CURRENT SURVEY CONTROL
 MT0073  ___________________________________________________________________
 MT0073* NAD 83(1986)-  41 35 13.     (N)    114 26 10.     (W)     SCALED    
 MT0073* NAVD 88     -      1610.908  (meters)    5285.12   (feet)  ADJUSTED  
 MT0073  ___________________________________________________________________
 MT0073  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 MT0073  DYNAMIC HT  -        1609.694 (meters)    5281.14  (feet)  COMP
 MT0073  MODELED GRAV-     979,812.8   (mgal)                       NAVD 88
 MT0073
 MT0073  VERT ORDER  -  SECOND    CLASS 0
 MT0073
 MT0073.The horizontal coordinates were scaled from a topographic map and have
 MT0073.an estimated accuracy of +/- 6 seconds.
 MT0073
 MT0073.The orthometric height was determined by differential leveling
 MT0073.and adjusted by the National Geodetic Survey in June 1991..
 MT0073
 MT0073.The geoid height was determined by GEOID03.
 MT0073
 MT0073.The dynamic height is computed by dividing the NAVD 88
 MT0073.geopotential number by the normal gravity value computed on the
 MT0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0073.degrees latitude (g = 980.6199 gals.).
 MT0073
 MT0073.The modeled gravity was interpolated from observed gravity values.
 MT0073
 MT0073;                    North         East    Units  Estimated Accuracy
 MT0073;SPC NV E     - 8,759,460.      295,650.      MT  (+/- 180 meters Scaled)
 MT0073
 MT0073                          SUPERSEDED SURVEY CONTROL
 MT0073
 MT0073  NGVD 29 (??/??/92) 1609.791  (m)         5281.46   (f) ADJ UNCH    2 0
 MT0073
 MT0073.Superseded values are not recommended for survey control.
 MT0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0073.See file dsdata.txt to determine how the superseded data were derived.
 MT0073
 MT0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG137070(NAD 83)
 MT0073_MARKER: DD = SURVEY DISK
 MT0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0073_STAMPING: 99 JD 1956 5281
 MT0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0073+STABILITY: SURFACE MOTION
 MT0073
 MT0073  HISTORY     - Date     Condition        Report By
 MT0073  HISTORY     - 1956     MONUMENTED       USGS
 MT0073  HISTORY     - 1958     GOOD             NGS
 MT0073
 MT0073                          STATION DESCRIPTION
 MT0073
 MT0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0073'23.7 MI NE FROM WILKINS.
 MT0073'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0073'POST AT WILKINS, THENCE 22.4 MILES NORTHEAST ALONG A GRAVEL ROAD,
 MT0073'THENCE 0.6 MILE NORTH ALONG A DIRT ROAD, 0.6 MILE NORTH ALONG A TRACK
 MT0073'ROAD FROM BENCH MARK W 192, 33 1/2 FEET WEST OF THE CENTER LINE OF THE
 MT0073'ROAD, 33 1/2 FEET WEST OF THE CENTER OF THE Y JUNCTION OF A TRACK ROAD
 MT0073'LEADING SOUTH-SOUTHEAST, 1.0 FEET NORTHWEST OF A WITNESS POST, LEVEL
 MT0073'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 MT0073'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0412 ***********************************************************************
 MV0412  DESIGNATION -  99 LRC
 MV0412  PID         -  MV0412
 MV0412  STATE/COUNTY-  NV/WASHOE
 MV0412  USGS QUAD   -  HART MOUNTAIN (1978)
 MV0412
 MV0412                         *CURRENT SURVEY CONTROL
 MV0412  ___________________________________________________________________
 MV0412* NAD 83(1986)-  41 18 14.     (N)    119 35 02.     (W)     SCALED    
 MV0412* NAVD 88     -      1897.835  (meters)    6226.48   (feet)  ADJUSTED  
 MV0412  ___________________________________________________________________
 MV0412  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 MV0412  DYNAMIC HT  -        1896.275 (meters)    6221.36  (feet)  COMP
 MV0412  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 MV0412
 MV0412  VERT ORDER  -  SECOND    CLASS 0
 MV0412
 MV0412.The horizontal coordinates were scaled from a topographic map and have
 MV0412.an estimated accuracy of +/- 6 seconds.
 MV0412
 MV0412.The orthometric height was determined by differential leveling
 MV0412.and adjusted by the National Geodetic Survey in June 1991..
 MV0412
 MV0412.The geoid height was determined by GEOID03.
 MV0412
 MV0412.The dynamic height is computed by dividing the NAVD 88
 MV0412.geopotential number by the normal gravity value computed on the
 MV0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0412.degrees latitude (g = 980.6199 gals.).
 MV0412
 MV0412.The modeled gravity was interpolated from observed gravity values.
 MV0412
 MV0412;                    North         East    Units  Estimated Accuracy
 MV0412;SPC NV W     - 4,727,870.      716,210.      MT  (+/- 180 meters Scaled)
 MV0412
 MV0412                          SUPERSEDED SURVEY CONTROL
 MV0412
 MV0412.No superseded survey control is available for this station.
 MV0412
 MV0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF836757(NAD 83)
 MV0412_MARKER: DD = SURVEY DISK
 MV0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0412_SP_SET: CONCRETE POST
 MV0412_STAMPING: 99 LRC 1972 6222
 MV0412_MARK LOGO: USGS  
 MV0412_PROJECTION: FLUSH
 MV0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0412+STABILITY: SURFACE MOTION
 MV0412
 MV0412  HISTORY     - Date     Condition        Report By
 MV0412  HISTORY     - 1972     MONUMENTED       USGS
 MV0412
 MV0412                          STATION DESCRIPTION
 MV0412
 MV0412'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MV0412'43.0 KM (26.70 MI) SE FROM VYA.
 MV0412'VYA, 2.0 MILES SOUTHWEST OF, THENCE 24.7 MILES SOUTHEAST ALONG STATE
 MV0412'HIGHWAY 34 TO THE TOP OF A GRADE, 1 MILE SOUTHEAST OF THE OLD HART
 MV0412'RANCH, AND 51 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 MV0412'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0581 ***********************************************************************
 GR0581  DESIGNATION -  A
 GR0581  PID         -  GR0581
 GR0581  STATE/COUNTY-  NV/CLARK
 GR0581  USGS QUAD   -  HOOVER DAM (1997)
 GR0581
 GR0581                         *CURRENT SURVEY CONTROL
 GR0581  ___________________________________________________________________
 GR0581* NAD 83(1986)-  36 00 59.     (N)    114 44 17.     (W)     SCALED    
 GR0581* NAVD 88     -       376.392  (meters)    1234.88   (feet)  ADJUSTED  
 GR0581  ___________________________________________________________________
 GR0581  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0581  DYNAMIC HT  -         376.023 (meters)    1233.67  (feet)  COMP
 GR0581  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 GR0581
 GR0581  VERT ORDER  -  FIRST     CLASS I
 GR0581
 GR0581.The horizontal coordinates were scaled from a topographic map and have
 GR0581.an estimated accuracy of +/- 6 seconds.
 GR0581
 GR0581.The orthometric height was determined by differential leveling
 GR0581.and adjusted by the National Geodetic Survey in June 1991..
 GR0581
 GR0581.The geoid height was determined by GEOID03.
 GR0581
 GR0581.The dynamic height is computed by dividing the NAVD 88
 GR0581.geopotential number by the normal gravity value computed on the
 GR0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0581.degrees latitude (g = 980.6199 gals.).
 GR0581
 GR0581.The modeled gravity was interpolated from observed gravity values.
 GR0581
 GR0581;                    North         East    Units  Estimated Accuracy
 GR0581;SPC NV E     - 8,140,820.      276,190.      MT  (+/- 180 meters Scaled)
 GR0581
 GR0581                          SUPERSEDED SURVEY CONTROL
 GR0581
 GR0581.No superseded survey control is available for this station.
 GR0581
 GR0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV038881(NAD 83)
 GR0581_MARKER: DS = TRIANGULATION STATION DISK
 GR0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0581_SP_SET: SIDEWALK
 GR0581_STAMPING: A 1935
 GR0581_MARK LOGO: CGS   
 GR0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0581+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 GR0581
 GR0581  HISTORY     - Date     Condition        Report By
 GR0581  HISTORY     - 1935     MONUMENTED       CGS
 GR0581  HISTORY     - 1950     GOOD             NGS
 GR0581  HISTORY     - 1963     GOOD             NGS
 GR0581  HISTORY     - 1981     GOOD             NGS
 GR0581  HISTORY     - 1990     GOOD             USPSQD
 GR0581  HISTORY     - 1990     GOOD             USPSQD
 GR0581  HISTORY     - 19961102 GOOD             USPSQD
 GR0581  HISTORY     - 20050520 GOOD             GEOCAC
 GR0581
 GR0581                          STATION DESCRIPTION
 GR0581
 GR0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0581'IN HOOVER DAM.
 GR0581'ON TOP OF HOOVER DAM, ABOUT 115 YARDS EAST OF THE NORTHWEST (NEVADA)
 GR0581'END, NEAR THE CENTER OF THE NORTH (UPSTREAM) SIDE OF BLOCK O, 40.5
 GR0581'FEET WEST OF THE WEST EDGE OF A BRIDGE LEADING TO THE NEVADA INTAKE
 GR0581'TOWERS, IN THE TOP OF THE NORTH SIDEWALK, AND 1.8 FEET SOUTH OF THE
 GR0581'NORTH GUARD RAIL.
 GR0581
 GR0581                          STATION RECOVERY (1963)
 GR0581
 GR0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0581'RECOVERED IN GOOD CONDITION.
 GR0581
 GR0581                          STATION RECOVERY (1981)
 GR0581
 GR0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0581'RECOVERED IN GOOD CONDITION.
 GR0581
 GR0581                          STATION RECOVERY (1990)
 GR0581
 GR0581'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0581'RECOVERED IN GOOD CONDITION.
 GR0581
 GR0581                          STATION RECOVERY (1990)
 GR0581
 GR0581'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0581'RECOVERED IN GOOD CONDITION.
 GR0581
 GR0581                          STATION RECOVERY (1996)
 GR0581
 GR0581'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0581'RECOVERED IN GOOD CONDITION.
 GR0581
 GR0581                          STATION RECOVERY (2005)
 GR0581
 GR0581'RECOVERY NOTE BY GEOCACHING 2005 (WS)
 GR0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1863 ***********************************************************************
 GR1863  DESIGNATION -  A
 GR1863  PID         -  GR1863
 GR1863  STATE/COUNTY-  NV/CLARK
 GR1863  USGS QUAD   -  HOOVER DAM (1997)
 GR1863
 GR1863                         *CURRENT SURVEY CONTROL
 GR1863  ___________________________________________________________________
 GR1863* NAD 83(1994)-  36 00 59.93514(N)    114 44 16.97939(W)     ADJUSTED  
 GR1863* NAVD 88     -       376.38   (+/-2cm)    1234.8    (feet)  VERTCON   
 GR1863  ___________________________________________________________________
 GR1863  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 GR1863  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1863
 GR1863  HORZ ORDER  -  SECOND
 GR1863  VERT ORDER  -  THIRD ? (See Below)
 GR1863
 GR1863.The horizontal coordinates were established by classical geodetic methods
 GR1863.and adjusted by the National Geodetic Survey in June 1998..
 GR1863
 GR1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1863.The vertical order pertains to the NGVD 29 superseded value.
 GR1863
 GR1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1863
 GR1863.The geoid height was determined by GEOID03.
 GR1863
 GR1863;                    North         East     Units Scale Factor Converg.
 GR1863;SPC NV E     - 8,140,848.103   276,191.096   MT  0.99997151   +0 29 49.4
 GR1863;SPC NV E     -26,708,765.82    906,136.95   sFT  0.99997151   +0 29 49.4
 GR1863;SPC AZ W     -   556,830.159   124,297.076   MT  1.00003104   -0 34 51.7
 GR1863;SPC AZ W     - 1,826,870.60    407,798.81   iFT  1.00003104   -0 34 51.7
 GR1863;UTM  11      - 3,988,161.711   703,837.809   MT  1.00011199   +1 19 49.9
 GR1863
 GR1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1863!SPC NV E     -   0.99994536  x   0.99997151  =   0.99991688
 GR1863!SPC AZ W     -   0.99994536  x   1.00003104  =   0.99997640
 GR1863!UTM  11      -   0.99994536  x   1.00011199  =   1.00005735
 GR1863
 GR1863                          SUPERSEDED SURVEY CONTROL
 GR1863
 GR1863  NAD 83(1992)-  36 00 59.93514(N)    114 44 16.97939(W) AD(       ) 2
 GR1863  NAD 83(1986)-  36 00 59.92324(N)    114 44 16.96857(W) AD(       ) 2
 GR1863  NAD 27      -  36 00 59.99200(N)    114 44 14.03100(W) AD(       ) 2
 GR1863  NGVD 29 (07/19/86)  375.67   (m)         1232.5    (f) LEVELING    3  
 GR1863
 GR1863.Superseded values are not recommended for survey control.
 GR1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1863.See file dsdata.txt to determine how the superseded data were derived.
 GR1863
 GR1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0383888162(NAD 83)
 GR1863_MARKER: DS = TRIANGULATION STATION DISK
 GR1863_SETTING: 0 = UNSPECIFIED SETTING
 GR1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1863
 GR1863  HISTORY     - Date     Condition        Report By
 GR1863  HISTORY     - 1935     MONUMENTED       BOR
 GR1863  HISTORY     - 1990     GOOD             USPSQD
 GR1863
 GR1863                          STATION DESCRIPTION
 GR1863
 GR1863'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1863'STATION IS A STANDARD USC AND GS STATION DISK MARKED A 1935
 GR1863'AND SET FLUSH WITH THE SIDEWALK.  THE STATION IS LOCATED ON THE
 GR1863'UPSTREAM SIDEWALK OF HOOVER DAM APPROXIMATELY 300 FEET TOWARDS
 GR1863'ARIZONA FROM THE NEVADA END OF THE DAM.
 GR1863
 GR1863                          STATION RECOVERY (1990)
 GR1863
 GR1863'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0638 ***********************************************************************
 GR0638  DESIGNATION -  A 1
 GR0638  PID         -  GR0638
 GR0638  STATE/COUNTY-  NV/CLARK
 GR0638  USGS QUAD   -  DRY LAKE (1986)
 GR0638
 GR0638                         *CURRENT SURVEY CONTROL
 GR0638  ___________________________________________________________________
 GR0638* NAD 83(1986)-  36 24 49.     (N)    114 50 51.     (W)     SCALED    
 GR0638* NAVD 88     -       652.327  (meters)    2140.18   (feet)  ADJUSTED  
 GR0638  ___________________________________________________________________
 GR0638  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 GR0638  DYNAMIC HT  -         651.677 (meters)    2138.04  (feet)  COMP
 GR0638  MODELED GRAV-     979,615.8   (mgal)                       NAVD 88
 GR0638
 GR0638  VERT ORDER  -  FIRST     CLASS I
 GR0638
 GR0638.The horizontal coordinates were scaled from a topographic map and have
 GR0638.an estimated accuracy of +/- 6 seconds.
 GR0638
 GR0638.The orthometric height was determined by differential leveling
 GR0638.and adjusted by the National Geodetic Survey in June 1991..
 GR0638
 GR0638.The geoid height was determined by GEOID03.
 GR0638
 GR0638.The dynamic height is computed by dividing the NAVD 88
 GR0638.geopotential number by the normal gravity value computed on the
 GR0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0638.degrees latitude (g = 980.6199 gals.).
 GR0638
 GR0638.The modeled gravity was interpolated from observed gravity values.
 GR0638
 GR0638;                    North         East    Units  Estimated Accuracy
 GR0638;SPC NV E     - 8,184,810.      265,990.      MT  (+/- 180 meters Scaled)
 GR0638
 GR0638                          SUPERSEDED SURVEY CONTROL
 GR0638
 GR0638  NGVD 29 (??/??/92)  651.600  (m)         2137.79   (f) ADJ UNCH    1 1
 GR0638
 GR0638.Superseded values are not recommended for survey control.
 GR0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0638.See file dsdata.txt to determine how the superseded data were derived.
 GR0638
 GR0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA929319(NAD 83)
 GR0638_MARKER: P = PIPE CAP
 GR0638_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0638_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0638_STAMPING: A 1
 GR0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0638
 GR0638  HISTORY     - Date     Condition        Report By
 GR0638  HISTORY     - UNK      MONUMENTED       CGS
 GR0638  HISTORY     - 1950     GOOD             NGS
 GR0638  HISTORY     - 1963     GOOD             NGS
 GR0638  HISTORY     - 1983     GOOD             NGS
 GR0638
 GR0638                          STATION DESCRIPTION
 GR0638
 GR0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0638'23.5 MI SW FROM MOAPA.
 GR0638'23.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0638'AT MOAPA, 5 POLES SOUTH OF AND ACROSS THE TRACK FROM MILEPOLE 360, 14
 GR0638'RAILS SOUTH OF CONCRETE CULVERT 359.92, IN THE NORTHWEST END OF AN
 GR0638'EMBANKMENT FOR WASH PROTECTION, 135 FEET EAST OF THE EAST RAIL, 2.9
 GR0638'FEET WEST OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE TRACK, AND
 GR0638'SCREWED ON THE TOP OF A 3 1/2 -INCH IRON PIPE PROJECTING 1.0 FOOT
 GR0638'ABOVE THE GROUND.
 GR0638
 GR0638                          STATION RECOVERY (1963)
 GR0638
 GR0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0638'RECOVERED IN GOOD CONDITION.
 GR0638
 GR0638                          STATION RECOVERY (1983)
 GR0638
 GR0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0964 ***********************************************************************
 KR0964  DESIGNATION -  A 10 RESET
 KR0964  PID         -  KR0964
 KR0964  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0964  USGS QUAD   -  CARSON CITY (1994)
 KR0964
 KR0964                         *CURRENT SURVEY CONTROL
 KR0964  ___________________________________________________________________
 KR0964* NAD 83(1986)-  39 12 25.     (N)    119 47 57.     (W)     SCALED    
 KR0964* NAVD 88     -      1567.11   (+/-2cm)    5141.4    (feet)  VERTCON   
 KR0964  ___________________________________________________________________
 KR0964  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 KR0964
 KR0964  VERT ORDER  -  THIRD (See Below)
 KR0964
 KR0964.The horizontal coordinates were scaled from a topographic map and have
 KR0964.an estimated accuracy of +/- 6 seconds.
 KR0964
 KR0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0964.The vertical order pertains to the NGVD 29 superseded value.
 KR0964
 KR0964.The geoid height was determined by GEOID03.
 KR0964
 KR0964;                    North         East    Units  Estimated Accuracy
 KR0964;SPC NV W     - 4,495,280.      694,990.      MT  (+/- 180 meters Scaled)
 KR0964
 KR0964                          SUPERSEDED SURVEY CONTROL
 KR0964
 KR0964  NGVD 29 (07/31/00) 1565.97   (m)         5137.7    (f) RESET       3  
 KR0964
 KR0964.Superseded values are not recommended for survey control.
 KR0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0964.See file dsdata.txt to determine how the superseded data were derived.
 KR0964
 KR0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD583434(NAD 83)
 KR0964_MARKER: DD = SURVEY DISK
 KR0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0964_SP_SET: CULVERT
 KR0964_STAMPING: A 10 RESET 1962
 KR0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0964
 KR0964  HISTORY     - Date     Condition        Report By
 KR0964  HISTORY     - 1962     MONUMENTED       NVDH
 KR0964  HISTORY     - 1967     GOOD             NVDH
 KR0964  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR0964
 KR0964                          STATION DESCRIPTION
 KR0964
 KR0964'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1967
 KR0964'4 MI N FROM CARSON CITY.
 KR0964'ABOUT 4 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR0964'CARSON CITY, SET IN THE TOP OF HEADWALL OF A DRAIN CULVERT, 31 FEET
 KR0964'NORTH OF THE NORTH BOUND LANE, 0.5 FOOT WEST OF THE WEST END OF THE
 KR0964'HEADWALL, 2 FEET EAST OF A METAL WITNESS POST.
 KR0964
 KR0964                          STATION RECOVERY (2003)
 KR0964
 KR0964'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0579 ***********************************************************************
 LR0579  DESIGNATION -  A 101
 LR0579  PID         -  LR0579
 LR0579  STATE/COUNTY-  NV/PERSHING
 LR0579  USGS QUAD   -  LEACH HOT SPRINGS (1990)
 LR0579
 LR0579                         *CURRENT SURVEY CONTROL
 LR0579  ___________________________________________________________________
 LR0579* NAD 83(1986)-  40 35 26.     (N)    117 38 35.     (W)     SCALED    
 LR0579* NAVD 88     -      1436.630  (meters)    4713.34   (feet)  ADJUSTED  
 LR0579  ___________________________________________________________________
 LR0579  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 LR0579  DYNAMIC HT  -        1435.455 (meters)    4709.49  (feet)  COMP
 LR0579  MODELED GRAV-     979,757.4   (mgal)                       NAVD 88
 LR0579
 LR0579  VERT ORDER  -  SECOND    CLASS 0
 LR0579
 LR0579.The horizontal coordinates were scaled from a topographic map and have
 LR0579.an estimated accuracy of +/- 6 seconds.
 LR0579
 LR0579.The orthometric height was determined by differential leveling
 LR0579.and adjusted by the National Geodetic Survey in June 1991..
 LR0579
 LR0579.The geoid height was determined by GEOID03.
 LR0579
 LR0579.The dynamic height is computed by dividing the NAVD 88
 LR0579.geopotential number by the normal gravity value computed on the
 LR0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0579.degrees latitude (g = 980.6199 gals.).
 LR0579
 LR0579.The modeled gravity was interpolated from observed gravity values.
 LR0579
 LR0579;                    North         East    Units  Estimated Accuracy
 LR0579;SPC NV W     - 4,648,610.      879,590.      MT  (+/- 180 meters Scaled)
 LR0579
 LR0579                          SUPERSEDED SURVEY CONTROL
 LR0579
 LR0579  NGVD 29 (??/??/92) 1435.545  (m)         4709.78   (f) ADJ UNCH    2 0
 LR0579
 LR0579.Superseded values are not recommended for survey control.
 LR0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0579.See file dsdata.txt to determine how the superseded data were derived.
 LR0579
 LR0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME455935(NAD 83)
 LR0579_MARKER: DB = BENCH MARK DISK
 LR0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0579_STAMPING: A 101 1958
 LR0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0579+STABILITY: SURFACE MOTION
 LR0579
 LR0579  HISTORY     - Date     Condition        Report By
 LR0579  HISTORY     - 1958     MONUMENTED       CGS
 LR0579
 LR0579                          STATION DESCRIPTION
 LR0579
 LR0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0579'1.0 MI SE FROM LEACH HOT SPRINGS.
 LR0579'1.0 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, 23 FEET
 LR0579'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTHWEST OF A
 LR0579'TELEPHONE POLE, 1 1/2 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL
 LR0579'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST  PROJECTING 1/2
 LR0579'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0457 ***********************************************************************
 LR0457  DESIGNATION -  A 102
 LR0457  PID         -  LR0457
 LR0457  STATE/COUNTY-  NV/PERSHING
 LR0457  USGS QUAD   -  KENNEDY CANYON (1990)
 LR0457
 LR0457                         *CURRENT SURVEY CONTROL
 LR0457  ___________________________________________________________________
 LR0457* NAD 83(1986)-  40 15 26.     (N)    117 40 20.     (W)     SCALED    
 LR0457* NAVD 88     -      1304.433  (meters)    4279.63   (feet)  ADJUSTED  
 LR0457  ___________________________________________________________________
 LR0457  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 LR0457  DYNAMIC HT  -        1303.373 (meters)    4276.15  (feet)  COMP
 LR0457  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 LR0457
 LR0457  VERT ORDER  -  SECOND    CLASS 0
 LR0457
 LR0457.The horizontal coordinates were scaled from a topographic map and have
 LR0457.an estimated accuracy of +/- 6 seconds.
 LR0457
 LR0457.The orthometric height was determined by differential leveling
 LR0457.and adjusted by the National Geodetic Survey in June 1991..
 LR0457
 LR0457.The geoid height was determined by GEOID03.
 LR0457
 LR0457.The dynamic height is computed by dividing the NAVD 88
 LR0457.geopotential number by the normal gravity value computed on the
 LR0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0457.degrees latitude (g = 980.6199 gals.).
 LR0457
 LR0457.The modeled gravity was interpolated from observed gravity values.
 LR0457
 LR0457;                    North         East    Units  Estimated Accuracy
 LR0457;SPC NV W     - 4,611,570.      877,500.      MT  (+/- 180 meters Scaled)
 LR0457
 LR0457                          SUPERSEDED SURVEY CONTROL
 LR0457
 LR0457  NGVD 29 (??/??/92) 1303.415  (m)         4276.29   (f) ADJ UNCH    2 0
 LR0457
 LR0457.Superseded values are not recommended for survey control.
 LR0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0457.See file dsdata.txt to determine how the superseded data were derived.
 LR0457
 LR0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME428565(NAD 83)
 LR0457_MARKER: DB = BENCH MARK DISK
 LR0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0457_STAMPING: A 102 1958
 LR0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0457+STABILITY: SURFACE MOTION
 LR0457
 LR0457  HISTORY     - Date     Condition        Report By
 LR0457  HISTORY     - 1958     MONUMENTED       CGS
 LR0457
 LR0457                          STATION DESCRIPTION
 LR0457
 LR0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0457'2.5 MI N FROM PARIS RANCH.
 LR0457'2.5 MILES NORTH ALONG A GRAVEL ROAD FROM PARIS RANCH, 0.6 MILE NORTH
 LR0457'OF THE T JUNCTION OF A GRAVEL ROAD WEST, 45 FEET EAST OF THE CENTER
 LR0457'LINE OF THE ROAD, 31.4 FEET EAST OF THE EAST END OF A 24-INCH
 LR0457'CORRUGATED METAL PIPE CULVERT, 2 FEET SOUTHWEST OF A TELEPHONE POLE,
 LR0457'1.5 FEET WEST OF A FENCE, 1.4 FEET NORTH OF A WITNESS POST, ABOUT 4
 LR0457'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LR0457'PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0362 ***********************************************************************
 KQ0362  DESIGNATION -  A 103
 KQ0362  PID         -  KQ0362
 KQ0362  STATE/COUNTY-  NV/CHURCHILL
 KQ0362  USGS QUAD   -  BOLIVIA (1990)
 KQ0362
 KQ0362                         *CURRENT SURVEY CONTROL
 KQ0362  ___________________________________________________________________
 KQ0362* NAD 83(1986)-  39 54 24.     (N)    117 59 21.     (W)     SCALED    
 KQ0362* NAVD 88     -      1043.431  (meters)    3423.32   (feet)  ADJUSTED  
 KQ0362  ___________________________________________________________________
 KQ0362  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 KQ0362  DYNAMIC HT  -        1042.604 (meters)    3420.61  (feet)  COMP
 KQ0362  MODELED GRAV-     979,798.9   (mgal)                       NAVD 88
 KQ0362
 KQ0362  VERT ORDER  -  SECOND    CLASS 0
 KQ0362
 KQ0362.The horizontal coordinates were scaled from a topographic map and have
 KQ0362.an estimated accuracy of +/- 6 seconds.
 KQ0362
 KQ0362.The orthometric height was determined by differential leveling
 KQ0362.and adjusted by the National Geodetic Survey in June 1991..
 KQ0362
 KQ0362.The geoid height was determined by GEOID03.
 KQ0362
 KQ0362.The dynamic height is computed by dividing the NAVD 88
 KQ0362.geopotential number by the normal gravity value computed on the
 KQ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0362.degrees latitude (g = 980.6199 gals.).
 KQ0362
 KQ0362.The modeled gravity was interpolated from observed gravity values.
 KQ0362
 KQ0362;                    North         East    Units  Estimated Accuracy
 KQ0362;SPC NV W     - 4,572,420.      850,800.      MT  (+/- 180 meters Scaled)
 KQ0362
 KQ0362                          SUPERSEDED SURVEY CONTROL
 KQ0362
 KQ0362  NGVD 29 (??/??/92) 1042.503  (m)         3420.28   (f) ADJ UNCH    2 0
 KQ0362
 KQ0362.Superseded values are not recommended for survey control.
 KQ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0362.See file dsdata.txt to determine how the superseded data were derived.
 KQ0362
 KQ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME154178(NAD 83)
 KQ0362_MARKER: DB = BENCH MARK DISK
 KQ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0362_STAMPING: A 103 1958
 KQ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0362+STABILITY: SURFACE MOTION
 KQ0362
 KQ0362  HISTORY     - Date     Condition        Report By
 KQ0362  HISTORY     - 1958     MONUMENTED       CGS
 KQ0362
 KQ0362                          STATION DESCRIPTION
 KQ0362
 KQ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KQ0362'7.9 MI SW FROM BOYER RANCH.
 KQ0362'7.9 MILES SOUTHWEST ALONG A DIRT ROAD FROM BOYER RANCH, 0.1 MILE
 KQ0362'SOUTHWEST OF A HOT SPRING, 135 FEET NORTHEAST OF THE CENTER OF THE Y
 KQ0362'JUNCTION OF A DIM ROAD SOUTH, 42 FEET SOUTHEAST OF THE CENTER LINE OF
 KQ0362'THE MAIN ROAD, 2 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 KQ0362'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2
 KQ0362'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0052 ***********************************************************************
 KR0052  DESIGNATION -  A 104
 KR0052  PID         -  KR0052
 KR0052  STATE/COUNTY-  NV/CHURCHILL
 KR0052  USGS QUAD   -  DIXIE HOT SPRINGS NE (1990)
 KR0052
 KR0052                         *CURRENT SURVEY CONTROL
 KR0052  ___________________________________________________________________
 KR0052* NAD 83(1986)-  39 53 02.     (N)    118 00 14.     (W)     SCALED    
 KR0052* NAVD 88     -      1062.902  (meters)    3487.20   (feet)  ADJUSTED  
 KR0052  ___________________________________________________________________
 KR0052  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 KR0052  DYNAMIC HT  -        1062.047 (meters)    3484.40  (feet)  COMP
 KR0052  MODELED GRAV-     979,785.2   (mgal)                       NAVD 88
 KR0052
 KR0052  VERT ORDER  -  SECOND    CLASS 0
 KR0052
 KR0052.The horizontal coordinates were scaled from a topographic map and have
 KR0052.an estimated accuracy of +/- 6 seconds.
 KR0052
 KR0052.The orthometric height was determined by differential leveling
 KR0052.and adjusted by the National Geodetic Survey in June 1991..
 KR0052
 KR0052.The geoid height was determined by GEOID03.
 KR0052
 KR0052.The dynamic height is computed by dividing the NAVD 88
 KR0052.geopotential number by the normal gravity value computed on the
 KR0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0052.degrees latitude (g = 980.6199 gals.).
 KR0052
 KR0052.The modeled gravity was interpolated from observed gravity values.
 KR0052
 KR0052;                    North         East    Units  Estimated Accuracy
 KR0052;SPC NV W     - 4,569,880.      849,560.      MT  (+/- 180 meters Scaled)
 KR0052
 KR0052                          SUPERSEDED SURVEY CONTROL
 KR0052
 KR0052  NGVD 29 (??/??/92) 1061.962  (m)         3484.12   (f) ADJ UNCH    2 0
 KR0052
 KR0052.Superseded values are not recommended for survey control.
 KR0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0052.See file dsdata.txt to determine how the superseded data were derived.
 KR0052
 KR0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME141153(NAD 83)
 KR0052_MARKER: DB = BENCH MARK DISK
 KR0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0052_STAMPING: A 104 1958
 KR0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0052+STABILITY: SURFACE MOTION
 KR0052
 KR0052  HISTORY     - Date     Condition        Report By
 KR0052  HISTORY     - 1958     MONUMENTED       CGS
 KR0052
 KR0052                          STATION DESCRIPTION
 KR0052
 KR0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0052'9.65 MI SW FROM BOYER RANCH.
 KR0052'9.65 MILES SOUTHWEST ALONG A DIRT ROAD FROM BOYER RANCH, 0.4 MILE
 KR0052'SOUTH OF THE Y JUNCTION OF A DIRT ROAD LEADING NORTHWEST INTO A
 KR0052'CANYON, 0.4 MILE NORTH OF A CURVE AND THE Y JUNCTION OF A DIRT ROAD
 KR0052'LEADING NORTHWEST INTO A CANYON TO DIXIE VALLEY MINE, 31 FEET EAST OF
 KR0052'THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A WITNESS POST, ABOUT
 KR0052'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KR0052'1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0494 ***********************************************************************
 LR0494  DESIGNATION -  A 105
 LR0494  PID         -  LR0494
 LR0494  STATE/COUNTY-  NV/PERSHING
 LR0494  USGS QUAD   -  WEST OF MC KINNEY PASS (1990)
 LR0494
 LR0494                         *CURRENT SURVEY CONTROL
 LR0494  ___________________________________________________________________
 LR0494* NAD 83(1986)-  40 11 34.     (N)    117 52 53.     (W)     SCALED    
 LR0494* NAVD 88     -      1306.427  (meters)    4286.17   (feet)  ADJUSTED  
 LR0494  ___________________________________________________________________
 LR0494  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 LR0494  DYNAMIC HT  -        1305.354 (meters)    4282.65  (feet)  COMP
 LR0494  MODELED GRAV-     979,758.8   (mgal)                       NAVD 88
 LR0494
 LR0494  VERT ORDER  -  SECOND    CLASS 0
 LR0494
 LR0494.The horizontal coordinates were scaled from a topographic map and have
 LR0494.an estimated accuracy of +/- 6 seconds.
 LR0494
 LR0494.The orthometric height was determined by differential leveling
 LR0494.and adjusted by the National Geodetic Survey in June 1991..
 LR0494
 LR0494.The geoid height was determined by GEOID03.
 LR0494
 LR0494.The dynamic height is computed by dividing the NAVD 88
 LR0494.geopotential number by the normal gravity value computed on the
 LR0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0494.degrees latitude (g = 980.6199 gals.).
 LR0494
 LR0494.The modeled gravity was interpolated from observed gravity values.
 LR0494
 LR0494;                    North         East    Units  Estimated Accuracy
 LR0494;SPC NV W     - 4,604,250.      859,770.      MT  (+/- 180 meters Scaled)
 LR0494
 LR0494                          SUPERSEDED SURVEY CONTROL
 LR0494
 LR0494  NGVD 29 (??/??/92) 1305.417  (m)         4282.86   (f) ADJ UNCH    2 0
 LR0494
 LR0494.Superseded values are not recommended for survey control.
 LR0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0494.See file dsdata.txt to determine how the superseded data were derived.
 LR0494
 LR0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME249495(NAD 83)
 LR0494_MARKER: DB = BENCH MARK DISK
 LR0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0494_STAMPING: A 105 1958
 LR0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0494+STABILITY: SURFACE MOTION
 LR0494
 LR0494  HISTORY     - Date     Condition        Report By
 LR0494  HISTORY     - 1958     MONUMENTED       CGS
 LR0494
 LR0494                          STATION DESCRIPTION
 LR0494
 LR0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0494'14.8 MI SW FROM PARIS RANCH.
 LR0494'2.25 MILES SOUTH ALONG A DIRT ROAD FROM PARIS RANCH, THENCE 12.55
 LR0494'MILES WEST AND SOUTHWEST ALONG A GRAVEL ROAD.  0.22 MILE NORTHEAST OF
 LR0494'THE CENTER OF A CURVE AND THE Y JUNCTION OF A DIRT ROAD NORTH, 50 FEET
 LR0494'SOUTH OF THE CENTER OF THE INTERSECTION OF A DIM TRACK ROAD SOUTHEAST,
 LR0494'40 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 26 FEET
 LR0494'SOUTHWEST OF THE CENTER LINE OF THE TRACK ROAD, 6 FEET NORTHWEST OF A
 LR0494'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LR0494'CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0593 ***********************************************************************
 LR0593  DESIGNATION -  A 106
 LR0593  PID         -  LR0593
 LR0593  STATE/COUNTY-  NV/PERSHING
 LR0593  USGS QUAD   -  SHEEP RANCH CANYON (1990)
 LR0593
 LR0593                         *CURRENT SURVEY CONTROL
 LR0593  ___________________________________________________________________
 LR0593* NAD 83(1986)-  40 37 59.     (N)    117 33 45.     (W)     SCALED    
 LR0593* NAVD 88     -      1639.743  (meters)    5379.72   (feet)  ADJUSTED  
 LR0593  ___________________________________________________________________
 LR0593  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 LR0593  DYNAMIC HT  -        1638.383 (meters)    5375.26  (feet)  COMP
 LR0593  MODELED GRAV-     979,737.1   (mgal)                       NAVD 88
 LR0593
 LR0593  VERT ORDER  -  SECOND    CLASS 0
 LR0593
 LR0593.The horizontal coordinates were scaled from a topographic map and have
 LR0593.an estimated accuracy of +/- 6 seconds.
 LR0593
 LR0593.The orthometric height was determined by differential leveling
 LR0593.and adjusted by the National Geodetic Survey in June 1991..
 LR0593
 LR0593.The geoid height was determined by GEOID03.
 LR0593
 LR0593.The dynamic height is computed by dividing the NAVD 88
 LR0593.geopotential number by the normal gravity value computed on the
 LR0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0593.degrees latitude (g = 980.6199 gals.).
 LR0593
 LR0593.The modeled gravity was interpolated from observed gravity values.
 LR0593
 LR0593;                    North         East    Units  Estimated Accuracy
 LR0593;SPC NV W     - 4,653,400.      886,360.      MT  (+/- 180 meters Scaled)
 LR0593
 LR0593                          SUPERSEDED SURVEY CONTROL
 LR0593
 LR0593  NGVD 29 (??/??/92) 1638.636  (m)         5376.09   (f) ADJ UNCH    2 0
 LR0593
 LR0593.Superseded values are not recommended for survey control.
 LR0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0593.See file dsdata.txt to determine how the superseded data were derived.
 LR0593
 LR0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME524981(NAD 83)
 LR0593_MARKER: DB = BENCH MARK DISK
 LR0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0593_STAMPING: A 106 1958
 LR0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0593+STABILITY: SURFACE MOTION
 LR0593
 LR0593  HISTORY     - Date     Condition        Report By
 LR0593  HISTORY     - 1958     MONUMENTED       CGS
 LR0593
 LR0593                          STATION DESCRIPTION
 LR0593
 LR0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0593'9.2 MI NE FROM LEACH HOT SPRINGS.
 LR0593'2.8 MILES NORTHWEST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, THENCE
 LR0593'6.4 MILES EAST ALONG A DIRT ROAD, AT A SHALLOW-GRASSY DIP, 22 1/2 FEET
 LR0593'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTHWEST OF A
 LR0593'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 LR0593'A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0602 ***********************************************************************
 LR0602  DESIGNATION -  A 107
 LR0602  PID         -  LR0602
 LR0602  STATE/COUNTY-  NV/PERSHING
 LR0602  USGS QUAD   -  SMELSER PASS (1981)
 LR0602
 LR0602                         *CURRENT SURVEY CONTROL
 LR0602  ___________________________________________________________________
 LR0602* NAD 83(1986)-  40 40 59.     (N)    117 29 25.     (W)     SCALED    
 LR0602* NAVD 88     -      1473.690  (meters)    4834.93   (feet)  ADJUSTED  
 LR0602  ___________________________________________________________________
 LR0602  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 LR0602  DYNAMIC HT  -        1472.497 (meters)    4831.02  (feet)  COMP
 LR0602  MODELED GRAV-     979,763.6   (mgal)                       NAVD 88
 LR0602
 LR0602  VERT ORDER  -  SECOND    CLASS 0
 LR0602
 LR0602.The horizontal coordinates were scaled from a topographic map and have
 LR0602.an estimated accuracy of +/- 6 seconds.
 LR0602
 LR0602.The orthometric height was determined by differential leveling
 LR0602.and adjusted by the National Geodetic Survey in June 1991..
 LR0602
 LR0602.The geoid height was determined by GEOID03.
 LR0602
 LR0602.The dynamic height is computed by dividing the NAVD 88
 LR0602.geopotential number by the normal gravity value computed on the
 LR0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0602.degrees latitude (g = 980.6199 gals.).
 LR0602
 LR0602.The modeled gravity was interpolated from observed gravity values.
 LR0602
 LR0602;                    North         East    Units  Estimated Accuracy
 LR0602;SPC NV W     - 4,659,030.      892,400.      MT  (+/- 180 meters Scaled)
 LR0602
 LR0602                          SUPERSEDED SURVEY CONTROL
 LR0602
 LR0602  NGVD 29 (??/??/92) 1472.609  (m)         4831.38   (f) ADJ UNCH    2 0
 LR0602
 LR0602.Superseded values are not recommended for survey control.
 LR0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0602.See file dsdata.txt to determine how the superseded data were derived.
 LR0602
 LR0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF585036(NAD 83)
 LR0602_MARKER: DB = BENCH MARK DISK
 LR0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0602_STAMPING: A 107 1958
 LR0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0602+STABILITY: SURFACE MOTION
 LR0602
 LR0602  HISTORY     - Date     Condition        Report By
 LR0602  HISTORY     - 1958     MONUMENTED       CGS
 LR0602
 LR0602                          STATION DESCRIPTION
 LR0602
 LR0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0602'5.0 MI W FROM SMELSER PASS.
 LR0602'2.5 MILES WEST ALONG A DIRT ROAD FROM SMELSER PASS, THENCE 2.5 MILES
 LR0602'WEST ALONG A DIRT ROAD, 0.7 MILE SOUTHEAST OF THE STEWART RANCH, 24
 LR0602'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF A
 LR0602'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 LR0602'A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0159 ***********************************************************************
 MT0159  DESIGNATION -  A 108
 MT0159  PID         -  MT0159
 MT0159  STATE/COUNTY-  NV/ELKO
 MT0159  USGS QUAD   -  TWELVEMILE RANCH (1982)
 MT0159
 MT0159                         *CURRENT SURVEY CONTROL
 MT0159  ___________________________________________________________________
 MT0159* NAD 83(1986)-  41 23 18.     (N)    114 10 40.     (W)     SCALED    
 MT0159* NAVD 88     -      1505.111  (meters)    4938.02   (feet)  ADJUSTED  
 MT0159  ___________________________________________________________________
 MT0159  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 MT0159  DYNAMIC HT  -        1503.980 (meters)    4934.31  (feet)  COMP
 MT0159  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 MT0159
 MT0159  VERT ORDER  -  SECOND    CLASS 0
 MT0159
 MT0159.The horizontal coordinates were scaled from a topographic map and have
 MT0159.an estimated accuracy of +/- 6 seconds.
 MT0159
 MT0159.The orthometric height was determined by differential leveling
 MT0159.and adjusted by the National Geodetic Survey in June 1991..
 MT0159
 MT0159.The geoid height was determined by GEOID03.
 MT0159
 MT0159.The dynamic height is computed by dividing the NAVD 88
 MT0159.geopotential number by the normal gravity value computed on the
 MT0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0159.degrees latitude (g = 980.6199 gals.).
 MT0159
 MT0159.The modeled gravity was interpolated from observed gravity values.
 MT0159
 MT0159;                    North         East    Units  Estimated Accuracy
 MT0159;SPC NV E     - 8,737,720.      317,550.      MT  (+/- 180 meters Scaled)
 MT0159
 MT0159                          SUPERSEDED SURVEY CONTROL
 MT0159
 MT0159  NGVD 29 (??/??/92) 1504.029  (m)         4934.47   (f) ADJ UNCH    2 0
 MT0159
 MT0159.Superseded values are not recommended for survey control.
 MT0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0159.See file dsdata.txt to determine how the superseded data were derived.
 MT0159
 MT0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF359857(NAD 83)
 MT0159_MARKER: DB = BENCH MARK DISK
 MT0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0159_STAMPING: A 108 1958
 MT0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0159+STABILITY: SURFACE MOTION
 MT0159
 MT0159  HISTORY     - Date     Condition        Report By
 MT0159  HISTORY     - 1958     MONUMENTED       CGS
 MT0159
 MT0159                          STATION DESCRIPTION
 MT0159
 MT0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0159'9.0 MI N FROM MONTELLO.
 MT0159'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0159'MONTELLO, THENCE 8.85 MILES NORTH ALONG A GRAVEL ROAD, 0.05 MILE NORTH
 MT0159'OF THE CROSSING OF A POWER LINE, 80 FEET EAST OF THE CENTER LINE OF
 MT0159'THE ROAD, 106 FEET NORTHWEST OF A POWER POLE WITH A GUY WIRE, 33 FEET
 MT0159'WEST OF THE CENTER LINE OF A DIM ROAD, 2.6 FEET WEST OF A WITNESS
 MT0159'POST, LEVEL WITH THE MAIN ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MT0159'PROJECTING ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0002 ***********************************************************************
 FS0002  DESIGNATION -  A 109
 FS0002  PID         -  FS0002
 FS0002  STATE/COUNTY-  NV/CLARK
 FS0002  USGS QUAD   -  BOULDER CITY NW (1983)
 FS0002
 FS0002                         *CURRENT SURVEY CONTROL
 FS0002  ___________________________________________________________________
 FS0002* NAD 83(1986)-  35 58 43.     (N)    114 54 54.     (W)     SCALED    
 FS0002* NAVD 88     -       722.214  (meters)    2369.46   (feet)  ADJUSTED  
 FS0002  ___________________________________________________________________
 FS0002  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FS0002  DYNAMIC HT  -         721.471 (meters)    2367.03  (feet)  COMP
 FS0002  MODELED GRAV-     979,580.4   (mgal)                       NAVD 88
 FS0002
 FS0002  VERT ORDER  -  FIRST     CLASS I
 FS0002
 FS0002.The horizontal coordinates were scaled from a topographic map and have
 FS0002.an estimated accuracy of +/- 6 seconds.
 FS0002
 FS0002.The orthometric height was determined by differential leveling
 FS0002.and adjusted by the National Geodetic Survey in June 1991..
 FS0002
 FS0002.The geoid height was determined by GEOID03.
 FS0002
 FS0002.The dynamic height is computed by dividing the NAVD 88
 FS0002.geopotential number by the normal gravity value computed on the
 FS0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0002.degrees latitude (g = 980.6199 gals.).
 FS0002
 FS0002.The modeled gravity was interpolated from observed gravity values.
 FS0002
 FS0002;                    North         East    Units  Estimated Accuracy
 FS0002;SPC NV E     - 8,136,500.      260,270.      MT  (+/- 180 meters Scaled)
 FS0002
 FS0002                          SUPERSEDED SURVEY CONTROL
 FS0002
 FS0002  NGVD 29 (??/??/92)  721.516  (m)         2367.17   (f) ADJ UNCH    1 1
 FS0002
 FS0002.Superseded values are not recommended for survey control.
 FS0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0002.See file dsdata.txt to determine how the superseded data were derived.
 FS0002
 FS0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV879835(NAD 83)
 FS0002_MARKER: DB = BENCH MARK DISK
 FS0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0002_STAMPING: A 109 1934
 FS0002_MARK LOGO: CGS   
 FS0002_PROJECTION: PROJECTING 30 CENTIMETERS
 FS0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0002+STABILITY: SURFACE MOTION
 FS0002
 FS0002  HISTORY     - Date     Condition        Report By
 FS0002  HISTORY     - 1934     MONUMENTED       CGS
 FS0002  HISTORY     - 1949     GOOD             NGS
 FS0002  HISTORY     - 1963     GOOD             NGS
 FS0002  HISTORY     - 1980     GOOD             NGS
 FS0002  HISTORY     - 1981     GOOD             NGS
 FS0002
 FS0002                          STATION DESCRIPTION
 FS0002
 FS0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0002'0.7 MI NW FROM ALUNITE.
 FS0002'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0002'U.S. HIGHWAY 95 AT ALUNITE, AT RAILROAD PASS, ABOUT 80 YARDS
 FS0002'SOUTHEAST OF THE CENTER OF THE CROSSING OF THE UNION PACIFIC
 FS0002'RAILROAD, 50.0 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST
 FS0002'TRAFFIC LANE, 39.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 28 1/2
 FS0002'FEET SOUTHEAST OF A TELEPHONE POLE WITH A GUY WIRE, 2.9 FEET
 FS0002'SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE NORTHEAST
 FS0002'LANE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 FS0002'ABOVE THE GROUND.
 FS0002
 FS0002                          STATION RECOVERY (1963)
 FS0002
 FS0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0002'RECOVERED IN GOOD CONDITION.
 FS0002
 FS0002                          STATION RECOVERY (1980)
 FS0002
 FS0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FS0002'29.5 KILOMETERS (18.35 MILES) SOUTHEAST ALONG U. S. HIGHWAY 93 AND 95
 FS0002'FROM THE UNION PACIFIC RAILROAD STATION (UNION PLAZA HOTEL) IN LAS
 FS0002'VEGAS, AT THE CROSSING OF THE UNION PACIFIC RAILROAD, 15.2 METERS
 FS0002'(50 FEET) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE
 FS0002'HIGHWAY, 12.4 METERS (40.8 FEET) SOUTHEAST OF THE SOUTHEAST RAIL
 FS0002'AND 5.6 METERS (18.3 FEET) EAST OF THE SOUTH END OF A METAL GUARDRAIL.
 FS0002'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 FS0002'THE MARK IS 1 M ABOVE THE HIGHWAY.
 FS0002
 FS0002                          STATION RECOVERY (1981)
 FS0002
 FS0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0622 ***********************************************************************
 FS0622  DESIGNATION -  A 110
 FS0622  PID         -  FS0622
 FS0622  STATE/COUNTY-  NV/CLARK
 FS0622  USGS QUAD   -  SEARCHLIGHT SE (1989)
 FS0622
 FS0622                         *CURRENT SURVEY CONTROL
 FS0622  ___________________________________________________________________
 FS0622* NAD 83(1986)-  35 22 08.     (N)    114 52 23.     (W)     SCALED    
 FS0622* NAVD 88     -       857.80   (+/-2cm)    2814.3    (feet)  VERTCON   
 FS0622  ___________________________________________________________________
 FS0622  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FS0622
 FS0622  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0622
 FS0622.The horizontal coordinates were scaled from a topographic map and have
 FS0622.an estimated accuracy of +/- 6 seconds.
 FS0622
 FS0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0622.The vertical order pertains to the NGVD 29 superseded value.
 FS0622
 FS0622.The geoid height was determined by GEOID03.
 FS0622
 FS0622;                    North         East    Units  Estimated Accuracy
 FS0622;SPC NV E     - 8,068,890.      264,540.      MT  (+/- 180 meters Scaled)
 FS0622
 FS0622                          SUPERSEDED SURVEY CONTROL
 FS0622
 FS0622  NGVD 29 (??/??/92)  857.005  (m)         2811.69   (f) ADJ UNCH    2 0
 FS0622
 FS0622.Superseded values are not recommended for survey control.
 FS0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0622.See file dsdata.txt to determine how the superseded data were derived.
 FS0622
 FS0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV932160(NAD 83)
 FS0622_MARKER: DB = BENCH MARK DISK
 FS0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0622_STAMPING: A 110 1934
 FS0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0622+STABILITY: SURFACE MOTION
 FS0622
 FS0622  HISTORY     - Date     Condition        Report By
 FS0622  HISTORY     - 1934     MONUMENTED       CGS
 FS0622  HISTORY     - 1955     GOOD             NGS
 FS0622
 FS0622                          STATION DESCRIPTION
 FS0622
 FS0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FS0622'8 MI SE FROM SEARCHLIGHT.
 FS0622'8.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD (OLD U.S. HIGHWAY
 FS0622'95) FROM SEARCHLIGHT, CLARK COUNTY, 1.3 MILES SOUTH OF A
 FS0622'PROMINENT GRANITE HILL ON THE WEST SIDE OF THE ROAD, 1.0 MILE
 FS0622'SOUTH OF A HIGHWAY MARKER AT A CURVE TO THE EAST, AND 49 FEET
 FS0622'WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 FS0622'A 110 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 FS0622'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0651 ***********************************************************************
 FS0651  DESIGNATION -  A 111
 FS0651  PID         -  FS0651
 FS0651  STATE/COUNTY-  NV/CLARK
 FS0651  USGS QUAD   -  SPIRIT MTN NW (1959)
 FS0651
 FS0651                         *CURRENT SURVEY CONTROL
 FS0651  ___________________________________________________________________
 FS0651* NAD 83(1986)-  35 29 14.     (N)    114 41 57.     (W)     SCALED    
 FS0651* NAVD 88     -       266.417  (meters)     874.07   (feet)  POSTED    
 FS0651  ___________________________________________________________________
 FS0651  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FS0651  DYNAMIC HT  -         266.150 (meters)     873.19  (feet)  COMP
 FS0651  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 FS0651
 FS0651  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0651
 FS0651.The horizontal coordinates were scaled from a topographic map and have
 FS0651.an estimated accuracy of +/- 6 seconds.
 FS0651
 FS0651.The orthometric height was determined by differential leveling
 FS0651.and adjusted by the National Geodetic Survey in 1992..
 FS0651.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0651.rate of 1.1 thru 2.0 mm/km.
 FS0651
 FS0651.The geoid height was determined by GEOID03.
 FS0651
 FS0651.The dynamic height is computed by dividing the NAVD 88
 FS0651.geopotential number by the normal gravity value computed on the
 FS0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0651.degrees latitude (g = 980.6199 gals.).
 FS0651
 FS0651.The modeled gravity was interpolated from observed gravity values.
 FS0651
 FS0651;                    North         East    Units  Estimated Accuracy
 FS0651;SPC NV E     - 8,082,140.      280,230.      MT  (+/- 180 meters Scaled)
 FS0651
 FS0651                          SUPERSEDED SURVEY CONTROL
 FS0651
 FS0651  NGVD 29 (??/??/92)  265.71   (m)          871.8    (f) COMPUTED    1 2
 FS0651
 FS0651.Superseded values are not recommended for survey control.
 FS0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0651.See file dsdata.txt to determine how the superseded data were derived.
 FS0651
 FS0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV087295(NAD 83)
 FS0651_MARKER: DB = BENCH MARK DISK
 FS0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0651_STAMPING: A 111 1934
 FS0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0651+STABILITY: SURFACE MOTION
 FS0651
 FS0651  HISTORY     - Date     Condition        Report By
 FS0651  HISTORY     - 1934     MONUMENTED       CGS
 FS0651  HISTORY     - 1949     GOOD             NGS
 FS0651
 FS0651                          STATION DESCRIPTION
 FS0651
 FS0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0651'12.8 MI E FROM SEARCHLIGHT.
 FS0651'0.2 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 FS0651'SEARCHLIGHT, THENCE 12.6 MILES EAST ALONG THE COTTONWOOD LANDING
 FS0651'ROAD, AT THE BASE OF THE NORTH BANK OF A LARGE DRY WASH, 12 FEET
 FS0651'NORTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTH OF A WITNESS
 FS0651'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 FS0651'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0134 ***********************************************************************
 HP0134  DESIGNATION -  A 115
 HP0134  PID         -  HP0134
 HP0134  STATE/COUNTY-  NV/LINCOLN
 HP0134  USGS QUAD   -  HIKO (1973)
 HP0134
 HP0134                         *CURRENT SURVEY CONTROL
 HP0134  ___________________________________________________________________
 HP0134* NAD 83(1986)-  37 33 52.     (N)    115 13 52.     (W)     SCALED    
 HP0134* NAVD 88     -      1172.788  (meters)    3847.72   (feet)  ADJUSTED  
 HP0134  ___________________________________________________________________
 HP0134  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 HP0134  DYNAMIC HT  -        1171.552 (meters)    3843.67  (feet)  COMP
 HP0134  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 HP0134
 HP0134  VERT ORDER  -  SECOND    CLASS 0
 HP0134
 HP0134.The horizontal coordinates were scaled from a topographic map and have
 HP0134.an estimated accuracy of +/- 6 seconds.
 HP0134
 HP0134.The orthometric height was determined by differential leveling
 HP0134.and adjusted by the National Geodetic Survey in June 1991..
 HP0134
 HP0134.The geoid height was determined by GEOID03.
 HP0134
 HP0134.The dynamic height is computed by dividing the NAVD 88
 HP0134.geopotential number by the normal gravity value computed on the
 HP0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0134.degrees latitude (g = 980.6199 gals.).
 HP0134
 HP0134.The modeled gravity was interpolated from observed gravity values.
 HP0134
 HP0134;                    North         East    Units  Estimated Accuracy
 HP0134;SPC NV E     - 8,312,320.      231,120.      MT  (+/- 180 meters Scaled)
 HP0134
 HP0134                          SUPERSEDED SURVEY CONTROL
 HP0134
 HP0134  NGVD 29 (??/??/92) 1171.855  (m)         3844.66   (f) ADJ UNCH    2 0
 HP0134
 HP0134.Superseded values are not recommended for survey control.
 HP0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0134.See file dsdata.txt to determine how the superseded data were derived.
 HP0134
 HP0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB562589(NAD 83)
 HP0134_MARKER: DB = BENCH MARK DISK
 HP0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0134_STAMPING: A 115 1934
 HP0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0134+STABILITY: SURFACE MOTION
 HP0134
 HP0134  HISTORY     - Date     Condition        Report By
 HP0134  HISTORY     - 1934     MONUMENTED       CGS
 HP0134  HISTORY     - 1970     GOOD             USGS
 HP0134
 HP0134                          STATION DESCRIPTION
 HP0134
 HP0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0134'2.0 MI S FROM HIKO.
 HP0134'ABOUT 2.0 MILES SOUTH ALONG THE ROAD LEADING TO CRYSTAL SPRINGS FROM
 HP0134'HIKO, LINCOLN COUNTY, ABOUT 200 YARDS WEST OF A RANCH HOUSE, ABOUT 500
 HP0134'FEET NORTH OF THE JUNCTION OF A PRIVATE ROAD, AND ABOUT 50 FEET WEST
 HP0134'OF THE CENTER LINE OF THE MAIN ROAD.  A STANDARD DISK, STAMPED A 115
 HP0134'1934 AND SET IN THE TOP OF A CONCRETE POST.
 HP0134
 HP0134                          STATION RECOVERY (1970)
 HP0134
 HP0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HP0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0109 ***********************************************************************
 JP0109  DESIGNATION -  A 116
 JP0109  PID         -  JP0109
 JP0109  STATE/COUNTY-  NV/NYE
 JP0109  USGS QUAD   -  WATER GAP NE (1985)
 JP0109
 JP0109                         *CURRENT SURVEY CONTROL
 JP0109  ___________________________________________________________________
 JP0109* NAD 83(1986)-  38 08 00.     (N)    115 17 03.     (W)     SCALED    
 JP0109* NAVD 88     -      1547.328  (meters)    5076.53   (feet)  ADJUSTED  
 JP0109  ___________________________________________________________________
 JP0109  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 JP0109  DYNAMIC HT  -        1545.665 (meters)    5071.07  (feet)  COMP
 JP0109  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 JP0109
 JP0109  VERT ORDER  -  SECOND    CLASS 0
 JP0109
 JP0109.The horizontal coordinates were scaled from a topographic map and have
 JP0109.an estimated accuracy of +/- 6 seconds.
 JP0109
 JP0109.The orthometric height was determined by differential leveling
 JP0109.and adjusted by the National Geodetic Survey in June 1991..
 JP0109
 JP0109.The geoid height was determined by GEOID03.
 JP0109
 JP0109.The dynamic height is computed by dividing the NAVD 88
 JP0109.geopotential number by the normal gravity value computed on the
 JP0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0109.degrees latitude (g = 980.6199 gals.).
 JP0109
 JP0109.The modeled gravity was interpolated from observed gravity values.
 JP0109
 JP0109;                    North         East    Units  Estimated Accuracy
 JP0109;SPC NV C     - 6,376,310.      621,200.      MT  (+/- 180 meters Scaled)
 JP0109
 JP0109                          SUPERSEDED SURVEY CONTROL
 JP0109
 JP0109  NGVD 29 (??/??/92) 1546.277  (m)         5073.08   (f) ADJ UNCH    2 0
 JP0109
 JP0109.Superseded values are not recommended for survey control.
 JP0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0109.See file dsdata.txt to determine how the superseded data were derived.
 JP0109
 JP0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC503219(NAD 83)
 JP0109_MARKER: DB = BENCH MARK DISK
 JP0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0109_STAMPING: A 116 1934
 JP0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0109+STABILITY: SURFACE MOTION
 JP0109
 JP0109  HISTORY     - Date     Condition        Report By
 JP0109  HISTORY     - 1934     MONUMENTED       CGS
 JP0109  HISTORY     - 1981     GOOD             USGS
 JP0109
 JP0109                          STATION DESCRIPTION
 JP0109
 JP0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0109'45.9 MI N FROM HIKO.
 JP0109'IN NYE COUNTY, ABOUT 45.9 MILES NORTH ALONG THE ROAD LEADING TO SHARP
 JP0109'FROM HIKO, LINCOLN COUNTY, ABOUT 1,100 YARDS SOUTH OF A ROAD CROSSING,
 JP0109'AND 40 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 JP0109'STAMPED A 116 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JP0109
 JP0109                          STATION RECOVERY (1981)
 JP0109
 JP0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JP0109'IN NYE COUNTY, ABOUT 45.9 MILES NORTH ALONG THE ROAD LEADING TO SHARP
 JP0109'FROM HIKO, ABOUT 50.0 MILES WEST AND NORTH ON NEVADA HWY. 318 FROM
 JP0109'THE JCT. U.S. HIGHWAY 93 AND STATE HWY. 318 TO A SIGN POINTING TO
 JP0109'BRISTOL WELLS (EAST) AT A CROSS RD., THENCE 17.1 MI. SW ALONG A
 JP0109'GRADED DIRT TO A CROSS ROAD, THENCE TURN RIGHT (NW) ALONG DIRT RD.
 JP0109'FOR 0.9 MI. TO Y-RD. THENCE CONTINUE NW ALONG MAIN TRAVELED RD. FOR
 JP0109'0.5 MI. TO X-RD., THENCE CONTINUE NW 2.6 MI. TO Y-RD., THENCE
 JP0109'CONTINUE N-NE 1.7 MI., 46 FEET SE OF CENTERLINE OF THE ROAD, 0.6 MI.
 JP0109'SW OF X-RDS., A STANDARD DISK SET IN THE TOP OF A CONCRETE POST,
 JP0109'STAMPED 'A 116 1934'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0219 ***********************************************************************
 HP0219  DESIGNATION -  A 117
 HP0219  PID         -  HP0219
 HP0219  STATE/COUNTY-  NV/LINCOLN
 HP0219  USGS QUAD   -  FALLOUT HILLS NW (1989)
 HP0219
 HP0219                         *CURRENT SURVEY CONTROL
 HP0219  ___________________________________________________________________
 HP0219* NAD 83(1986)-  37 12 36.     (N)    115 44 05.     (W)     SCALED    
 HP0219* NAVD 88     -      1405.678  (meters)    4611.80   (feet)  ADJUSTED  
 HP0219  ___________________________________________________________________
 HP0219  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 HP0219  DYNAMIC HT  -        1404.130 (meters)    4606.72  (feet)  COMP
 HP0219  MODELED GRAV-     979,480.2   (mgal)                       NAVD 88
 HP0219
 HP0219  VERT ORDER  -  SECOND    CLASS 0
 HP0219
 HP0219.The horizontal coordinates were scaled from a topographic map and have
 HP0219.an estimated accuracy of +/- 6 seconds.
 HP0219
 HP0219.The orthometric height was determined by differential leveling
 HP0219.and adjusted by the National Geodetic Survey in June 1991..
 HP0219
 HP0219.The geoid height was determined by GEOID03.
 HP0219
 HP0219.The dynamic height is computed by dividing the NAVD 88
 HP0219.geopotential number by the normal gravity value computed on the
 HP0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0219.degrees latitude (g = 980.6199 gals.).
 HP0219
 HP0219.The modeled gravity was interpolated from observed gravity values.
 HP0219
 HP0219;                    North         East    Units  Estimated Accuracy
 HP0219;SPC NV E     - 8,272,940.      186,560.      MT  (+/- 180 meters Scaled)
 HP0219
 HP0219                          SUPERSEDED SURVEY CONTROL
 HP0219
 HP0219  NGVD 29 (??/??/92) 1404.729  (m)         4608.68   (f) ADJ UNCH    2 0
 HP0219
 HP0219.Superseded values are not recommended for survey control.
 HP0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0219.See file dsdata.txt to determine how the superseded data were derived.
 HP0219
 HP0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB122189(NAD 83)
 HP0219_MARKER: DB = BENCH MARK DISK
 HP0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0219_STAMPING: A 117 1934
 HP0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0219+STABILITY: SURFACE MOTION
 HP0219
 HP0219  HISTORY     - Date     Condition        Report By
 HP0219  HISTORY     - 1934     MONUMENTED       CGS
 HP0219  HISTORY     - 1970     GOOD             NGS
 HP0219
 HP0219                          STATION DESCRIPTION
 HP0219
 HP0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0219'8.1 MI S FROM GROOM.
 HP0219'8.1 MILES SOUTH ALONG THE INDIAN SPRINGS ROAD FROM GROOM, LINCOLN
 HP0219'COUNTY, AND 44 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.  A
 HP0219'STANDARD DISK, STAMPED A 117 1934 AND SET IN THE TOP OF A CONCRETE
 HP0219'POST.
 HP0219
 HP0219                          STATION RECOVERY (1970)
 HP0219
 HP0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HP0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0072 ***********************************************************************
 JP0072  DESIGNATION -  A 118
 JP0072  PID         -  JP0072
 JP0072  STATE/COUNTY-  NV/WHITE PINE
 JP0072  USGS QUAD   -  MOORMAN SPRING NE (1969)
 JP0072
 JP0072                         *CURRENT SURVEY CONTROL
 JP0072  ___________________________________________________________________
 JP0072* NAD 83(1986)-  38 44 20.     (N)    115 05 59.     (W)     SCALED    
 JP0072* NAVD 88     -      1642.900  (meters)    5390.08   (feet)  ADJUSTED  
 JP0072  ___________________________________________________________________
 JP0072  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 JP0072  DYNAMIC HT  -        1641.155 (meters)    5384.36  (feet)  COMP
 JP0072  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 JP0072
 JP0072  VERT ORDER  -  SECOND    CLASS 0
 JP0072
 JP0072.The horizontal coordinates were scaled from a topographic map and have
 JP0072.an estimated accuracy of +/- 6 seconds.
 JP0072
 JP0072.The orthometric height was determined by differential leveling
 JP0072.and adjusted by the National Geodetic Survey in June 1991..
 JP0072
 JP0072.The geoid height was determined by GEOID03.
 JP0072
 JP0072.The dynamic height is computed by dividing the NAVD 88
 JP0072.geopotential number by the normal gravity value computed on the
 JP0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0072.degrees latitude (g = 980.6199 gals.).
 JP0072
 JP0072.The modeled gravity was interpolated from observed gravity values.
 JP0072
 JP0072;                    North         East    Units  Estimated Accuracy
 JP0072;SPC NV E     - 8,442,730.      242,040.      MT  (+/- 180 meters Scaled)
 JP0072
 JP0072                          SUPERSEDED SURVEY CONTROL
 JP0072
 JP0072  NGVD 29 (??/??/92) 1641.740  (m)         5386.28   (f) ADJ UNCH    2 0
 JP0072
 JP0072.Superseded values are not recommended for survey control.
 JP0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0072.See file dsdata.txt to determine how the superseded data were derived.
 JP0072
 JP0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC651895(NAD 83)
 JP0072_MARKER: DB = BENCH MARK DISK
 JP0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0072_STAMPING: A 118 1934
 JP0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0072+STABILITY: SURFACE MOTION
 JP0072
 JP0072  HISTORY     - Date     Condition        Report By
 JP0072  HISTORY     - 1934     MONUMENTED       CGS
 JP0072
 JP0072                          STATION DESCRIPTION
 JP0072
 JP0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0072'12.4 MI S FROM PRESTON.
 JP0072'IN NYE COUNTY, ABOUT 12.4 MILES SOUTH ALONG THE ROAD LEADING TO SHARP
 JP0072'FROM PRESTON, WHITE PINE COUNTY, ABOUT 9.4 MILES SOUTH OF THE JUNCTION
 JP0072'OF THE ROAD LEADING TO LUND, AND 40 FEET WEST OF THE CENTER LINE OF
 JP0072'THE ROAD.  A STANDARD DISK, STAMPED A 118 1934 AND SET IN THE TOP OF A
 JP0072'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1112 ***********************************************************************
 KR1112  DESIGNATION -  A 119
 KR1112  PID         -  KR1112
 KR1112  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1112  USGS QUAD   -  CARSON CITY (1994)
 KR1112
 KR1112                         *CURRENT SURVEY CONTROL
 KR1112  ___________________________________________________________________
 KR1112* NAD 83(1986)-  39 08 26.     (N)    119 46 07.     (W)     SCALED    
 KR1112* NAVD 88     -      1434.20   (+/-2cm)    4705.4    (feet)  VERTCON   
 KR1112  ___________________________________________________________________
 KR1112  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 KR1112
 KR1112  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1112
 KR1112.The horizontal coordinates were scaled from a topographic map and have
 KR1112.an estimated accuracy of +/- 6 seconds.
 KR1112
 KR1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1112.The vertical order pertains to the NGVD 29 superseded value.
 KR1112
 KR1112.The geoid height was determined by GEOID03.
 KR1112
 KR1112;                    North         East    Units  Estimated Accuracy
 KR1112;SPC NV W     - 4,487,870.      697,540.      MT  (+/- 180 meters Scaled)
 KR1112
 KR1112                          SUPERSEDED SURVEY CONTROL
 KR1112
 KR1112  NGVD 29 (??/??/92) 1433.071  (m)         4701.67   (f) ADJ UNCH    2 0
 KR1112
 KR1112.Superseded values are not recommended for survey control.
 KR1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1112.See file dsdata.txt to determine how the superseded data were derived.
 KR1112
 KR1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD607360(NAD 83)
 KR1112_MARKER: DB = BENCH MARK DISK
 KR1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1112_STAMPING: A 119 1934
 KR1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1112+STABILITY: SURFACE MOTION
 KR1112
 KR1112  HISTORY     - Date     Condition        Report By
 KR1112  HISTORY     - 1934     MONUMENTED       CGS
 KR1112  HISTORY     - 1951     GOOD             NGS
 KR1112  HISTORY     - 20030908 MARK NOT FOUND   USPSQD
 KR1112
 KR1112                          STATION DESCRIPTION
 KR1112
 KR1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1112'1.6 MI S FROM CARSON CITY.
 KR1112'ABOUT 1.6 MILES SOUTH ALONG U. S. HIGHWAY 395 FROM THE STATE CAPITOL
 KR1112'AT CARSON CITY, ABOUT 0.1 MILES NORTH OF A TRACK ROAD LEADING WEST TO
 KR1112'RANCH HOUSES, 51.3 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 36
 KR1112'FEET NORTHEAST OF TELEPHONE POLE NO. 8, 2 FEET SOUTH OF A WITNESS
 KR1112'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KR1112'POST PROJECTING 0.4 FEET ABOVE THE GROUND.
 KR1112
 KR1112                          STATION RECOVERY (2003)
 KR1112
 KR1112'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1112'ROAD WIDENED. NO REFERENCE MARKS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0055 ***********************************************************************
 JR0055  DESIGNATION -  A 12
 JR0055  PID         -  JR0055
 JR0055  STATE/COUNTY-  NV/MINERAL
 JR0055  USGS QUAD   -  WALKER LAKE (1987)
 JR0055
 JR0055                         *CURRENT SURVEY CONTROL
 JR0055  ___________________________________________________________________
 JR0055* NAD 83(1986)-  38 42 22.     (N)    118 39 06.     (W)     SCALED    
 JR0055* NAVD 88     -      1252.90   (+/-2cm)    4110.6    (feet)  VERTCON   
 JR0055  ___________________________________________________________________
 JR0055  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 JR0055
 JR0055  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0055
 JR0055.The horizontal coordinates were scaled from a topographic map and have
 JR0055.an estimated accuracy of +/- 6 seconds.
 JR0055
 JR0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0055.The vertical order pertains to the NGVD 29 superseded value.
 JR0055
 JR0055.The geoid height was determined by GEOID03.
 JR0055
 JR0055;                    North         East    Units  Estimated Accuracy
 JR0055;SPC NV W     - 4,438,980.      794,060.      MT  (+/- 180 meters Scaled)
 JR0055
 JR0055                          SUPERSEDED SURVEY CONTROL
 JR0055
 JR0055  NGVD 29 (??/??/92) 1251.806  (m)         4106.97   (f) ADJ UNCH    1 2
 JR0055
 JR0055.Superseded values are not recommended for survey control.
 JR0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0055.See file dsdata.txt to determine how the superseded data were derived.
 JR0055
 JR0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC563854(NAD 83)
 JR0055_MARKER: P = PIPE CAP
 JR0055_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0055_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0055_STAMPING: 4107.091 1908
 JR0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0055
 JR0055  HISTORY     - Date     Condition        Report By
 JR0055  HISTORY     - 1908     MONUMENTED       USGS
 JR0055  HISTORY     - 1953     GOOD             NGS
 JR0055
 JR0055                          STATION DESCRIPTION
 JR0055
 JR0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0055'9.3 MI NW FROM THORNE.
 JR0055'9.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0055'FROM THE STATION AT THORNE, 2 POLES SOUTH OF MILEPOLE 375, ON
 JR0055'THE SOUTHWEST SLOPE OF A ROCKY HILL, 64.0 FEET SOUTHWEST OF THE
 JR0055'SOUTHWEST RAIL, 19 1/2 FEET SOUTHWEST OF A TELEGRAPH POLE, 3.0
 JR0055'FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 JR0055'TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8
 JR0055'FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS A LITTLE LOOSE.  B.M.
 JR0055'V 362 WAS SET IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0431 ***********************************************************************
 JR0431  DESIGNATION -  A 120 RESET
 JR0431  PID         -  JR0431
 JR0431  STATE/COUNTY-  NV/LYON
 JR0431  USGS QUAD   -  LONG DRY CANYON (1988)
 JR0431
 JR0431                         *CURRENT SURVEY CONTROL
 JR0431  ___________________________________________________________________
 JR0431* NAD 83(1986)-  38 44 27.     (N)    119 27 59.     (W)     SCALED    
 JR0431* NAVD 88     -      1546.06   (+/-2cm)    5072.4    (feet)  VERTCON   
 JR0431  ___________________________________________________________________
 JR0431  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 JR0431
 JR0431  VERT ORDER  -  THIRD (See Below)
 JR0431
 JR0431.The horizontal coordinates were scaled from a topographic map and have
 JR0431.an estimated accuracy of +/- 6 seconds.
 JR0431
 JR0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0431.The vertical order pertains to the NGVD 29 superseded value.
 JR0431
 JR0431.The geoid height was determined by GEOID03.
 JR0431
 JR0431;                    North         East    Units  Estimated Accuracy
 JR0431;SPC NV W     - 4,443,200.      723,230.      MT  (+/- 180 meters Scaled)
 JR0431
 JR0431                          SUPERSEDED SURVEY CONTROL
 JR0431
 JR0431  NGVD 29 (??/??/??) 1544.88   (m)         5068.5    (f) RESET       3  
 JR0431
 JR0431.Superseded values are not recommended for survey control.
 JR0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0431.See file dsdata.txt to determine how the superseded data were derived.
 JR0431
 JR0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC856909(NAD 83)
 JR0431_MARKER: DB = BENCH MARK DISK
 JR0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0431_SP_SET: CULVERT
 JR0431_STAMPING: A 120 RESET 1961
 JR0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0431
 JR0431  HISTORY     - Date     Condition        Report By
 JR0431  HISTORY     - 1961     MONUMENTED       NVDH
 JR0431  HISTORY     - 1961     GOOD             NGS
 JR0431
 JR0431                          STATION DESCRIPTION
 JR0431
 JR0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JR0431'6 MI W FROM WELLINGTON.
 JR0431'THIS BENCH MARK IS LOCATED 6.0 MILES WEST ALONG STATE HIGHWAY 3
 JR0431'FROM WELLINGTON, 24.60 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JR0431'HIGHWAY, AT A 6 FT X 2 FT CONCRETE CULVERT, AND SET IN THE TOP
 JR0431'OF THE SOUTH HEADWALL OF CONCRETE CULVERT C 261+47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0182 ***********************************************************************
 KP0182  DESIGNATION -  A 121
 KP0182  PID         -  KP0182
 KP0182  STATE/COUNTY-  NV/NYE
 KP0182  USGS QUAD   -  BULL FORK (1990)
 KP0182
 KP0182                         *CURRENT SURVEY CONTROL
 KP0182  ___________________________________________________________________
 KP0182* NAD 83(1986)-  39 06 22.     (N)    115 47 52.     (W)     SCALED    
 KP0182* NAVD 88     -      1949.110  (meters)    6394.71   (feet)  ADJUSTED  
 KP0182  ___________________________________________________________________
 KP0182  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 KP0182  DYNAMIC HT  -        1947.044 (meters)    6387.93  (feet)  COMP
 KP0182  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 KP0182
 KP0182  VERT ORDER  -  SECOND    CLASS 0
 KP0182
 KP0182.The horizontal coordinates were scaled from a topographic map and have
 KP0182.an estimated accuracy of +/- 6 seconds.
 KP0182
 KP0182.The orthometric height was determined by differential leveling
 KP0182.and adjusted by the National Geodetic Survey in June 1991..
 KP0182
 KP0182.The geoid height was determined by GEOID03.
 KP0182
 KP0182.The dynamic height is computed by dividing the NAVD 88
 KP0182.geopotential number by the normal gravity value computed on the
 KP0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0182.degrees latitude (g = 980.6199 gals.).
 KP0182
 KP0182.The modeled gravity was interpolated from observed gravity values.
 KP0182
 KP0182;                    North         East    Units  Estimated Accuracy
 KP0182;SPC NV C     - 6,483,740.      575,150.      MT  (+/- 180 meters Scaled)
 KP0182
 KP0182                          SUPERSEDED SURVEY CONTROL
 KP0182
 KP0182  NGVD 29 (??/??/92) 1947.850  (m)         6390.57   (f) ADJ UNCH    2 0
 KP0182
 KP0182.Superseded values are not recommended for survey control.
 KP0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0182.See file dsdata.txt to determine how the superseded data were derived.
 KP0182
 KP0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD039292(NAD 83)
 KP0182_MARKER: DB = BENCH MARK DISK
 KP0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0182_STAMPING: A 121 1934
 KP0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0182+STABILITY: SURFACE MOTION
 KP0182
 KP0182  HISTORY     - Date     Condition        Report By
 KP0182  HISTORY     - 1934     MONUMENTED       CGS
 KP0182  HISTORY     - 20010604 MARK NOT FOUND   NVGS
 KP0182
 KP0182                          STATION DESCRIPTION
 KP0182
 KP0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0182'17.2 MI N FROM DUCKWATER.
 KP0182'17.2 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 KP0182'DUCKWATER, NYE COUNTY, 60 YARDS NORTH OF THE CROSSING OF A SMALL
 KP0182'RAVINE, AND 52 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 KP0182'DISK, STAMPED A 121 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KP0182
 KP0182                          STATION RECOVERY (2001)
 KP0182
 KP0182'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (PEY)
 KP0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0086 ***********************************************************************
 KQ0086  DESIGNATION -  A 126 RESET
 KQ0086  PID         -  KQ0086
 KQ0086  STATE/COUNTY-  NV/LANDER
 KQ0086  USGS QUAD   -  SIMPSON PARK CANYON (1989)
 KQ0086
 KQ0086                         *CURRENT SURVEY CONTROL
 KQ0086  ___________________________________________________________________
 KQ0086* NAD 83(1986)-  39 24 26.     (N)    116 57 01.     (W)     SCALED    
 KQ0086* NAVD 88     -      1864.38   (meters)    6116.7    (feet)  RESET     
 KQ0086  ___________________________________________________________________
 KQ0086  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 KQ0086
 KQ0086  VERT ORDER  -  THIRD
 KQ0086
 KQ0086.The horizontal coordinates were scaled from a topographic map and have
 KQ0086.an estimated accuracy of +/- 6 seconds.
 KQ0086
 KQ0086.The orthometric height was computed from unverified reset data.
 KQ0086
 KQ0086.The geoid height was determined by GEOID03.
 KQ0086
 KQ0086;                    North         East    Units  Estimated Accuracy
 KQ0086;SPC NV C     - 6,516,840.      475,580.      MT  (+/- 180 meters Scaled)
 KQ0086
 KQ0086                          SUPERSEDED SURVEY CONTROL
 KQ0086
 KQ0086.No superseded survey control is available for this station.
 KQ0086
 KQ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND042619(NAD 83)
 KQ0086_MARKER: DD = SURVEY DISK
 KQ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0086_STAMPING: A 126 RESET 1956
 KQ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0086+STABILITY: SURFACE MOTION
 KQ0086
 KQ0086  HISTORY     - Date     Condition        Report By
 KQ0086  HISTORY     - 1956     MONUMENTED       NVDH
 KQ0086
 KQ0086                          STATION DESCRIPTION
 KQ0086
 KQ0086'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1956
 KQ0086'11.1 MI SE FROM AUSTIN.
 KQ0086'11.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0086'AT AUSTIN, 0.2 MILE NORTHWEST OF THE FRONTIER MOTEL, CAFE AND GAS
 KQ0086'STATION.  89.45 FEET RIGHT OF CENTERLINE AT STA. 03 566+00.00 P.O.C.,
 KQ0086'141.70 FEET EAST OF SOUTH END OF THE 24 INCH C.M.P. AT STA. 03 567+35,
 KQ0086'2.0 FEET TOWARD HIGHWAY CENTERLINE FROM WHITE WITNESS POST, AND ABOUT
 KQ0086'17.8 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 126
 KQ0086'RESET 1956 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0140 ***********************************************************************
 JQ0140  DESIGNATION -  A 127
 JQ0140  PID         -  JQ0140
 JQ0140  STATE/COUNTY-  NV/NYE
 JQ0140  USGS QUAD   -  SEYLER PEAK (1971)
 JQ0140
 JQ0140                         *CURRENT SURVEY CONTROL
 JQ0140  ___________________________________________________________________
 JQ0140* NAD 83(1986)-  38 34 25.     (N)    117 13 29.     (W)     SCALED    
 JQ0140* NAVD 88     -      1744.229  (meters)    5722.52   (feet)  ADJUSTED  
 JQ0140  ___________________________________________________________________
 JQ0140  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 JQ0140  DYNAMIC HT  -        1742.324 (meters)    5716.27  (feet)  COMP
 JQ0140  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 JQ0140
 JQ0140  VERT ORDER  -  SECOND    CLASS 0
 JQ0140
 JQ0140.The horizontal coordinates were scaled from a topographic map and have
 JQ0140.an estimated accuracy of +/- 6 seconds.
 JQ0140
 JQ0140.The orthometric height was determined by differential leveling
 JQ0140.and adjusted by the National Geodetic Survey in June 1991..
 JQ0140
 JQ0140.The geoid height was determined by GEOID03.
 JQ0140
 JQ0140.The dynamic height is computed by dividing the NAVD 88
 JQ0140.geopotential number by the normal gravity value computed on the
 JQ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0140.degrees latitude (g = 980.6199 gals.).
 JQ0140
 JQ0140.The modeled gravity was interpolated from observed gravity values.
 JQ0140
 JQ0140;                    North         East    Units  Estimated Accuracy
 JQ0140;SPC NV C     - 6,424,420.      451,370.      MT  (+/- 180 meters Scaled)
 JQ0140
 JQ0140                          SUPERSEDED SURVEY CONTROL
 JQ0140
 JQ0140  NGVD 29 (??/??/92) 1742.968  (m)         5718.39   (f) ADJ UNCH    2 0
 JQ0140
 JQ0140.Superseded values are not recommended for survey control.
 JQ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0140.See file dsdata.txt to determine how the superseded data were derived.
 JQ0140
 JQ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC804694(NAD 83)
 JQ0140_MARKER: DB = BENCH MARK DISK
 JQ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0140_STAMPING: A 127 1934
 JQ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0140+STABILITY: SURFACE MOTION
 JQ0140
 JQ0140  HISTORY     - Date     Condition        Report By
 JQ0140  HISTORY     - 1934     MONUMENTED       CGS
 JQ0140  HISTORY     - 1971     GOOD             USGS
 JQ0140  HISTORY     - 1985     MARK NOT FOUND   USGS
 JQ0140
 JQ0140                          STATION DESCRIPTION
 JQ0140
 JQ0140'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JQ0140'14.1 MI W FROM MANHATTAN.
 JQ0140'MANHATTAN, 6.7 MI. W. OF.  THENCE 2.9 MI. S.  THENCE WEST 2.2 MI. TO
 JQ0140'OLD ROUTE NO. 8A.  THENCE NORTH 2.3 MILES ON OLD ROUTE 8A.  30 FEET
 JQ0140'WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK STAMPED A 127
 JQ0140'1934 SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FEET.
 JQ0140
 JQ0140                          STATION RECOVERY (1985)
 JQ0140
 JQ0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JQ0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0227 ***********************************************************************
 JQ0227  DESIGNATION -  A 128
 JQ0227  PID         -  JQ0227
 JQ0227  STATE/COUNTY-  NV/NYE
 JQ0227  USGS QUAD   -  CRESCENT DUNES (1987)
 JQ0227
 JQ0227                         *CURRENT SURVEY CONTROL
 JQ0227  ___________________________________________________________________
 JQ0227* NAD 83(1986)-  38 12 05.     (N)    117 21 40.     (W)     SCALED    
 JQ0227* NAVD 88     -      1495.911  (meters)    4907.83   (feet)  ADJUSTED  
 JQ0227  ___________________________________________________________________
 JQ0227  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 JQ0227  DYNAMIC HT  -        1494.306 (meters)    4902.57  (feet)  COMP
 JQ0227  MODELED GRAV-     979,504.0   (mgal)                       NAVD 88
 JQ0227
 JQ0227  VERT ORDER  -  SECOND    CLASS 0
 JQ0227
 JQ0227.The horizontal coordinates were scaled from a topographic map and have
 JQ0227.an estimated accuracy of +/- 6 seconds.
 JQ0227
 JQ0227.The orthometric height was determined by differential leveling
 JQ0227.and adjusted by the National Geodetic Survey in June 1991..
 JQ0227
 JQ0227.The geoid height was determined by GEOID03.
 JQ0227
 JQ0227.The dynamic height is computed by dividing the NAVD 88
 JQ0227.geopotential number by the normal gravity value computed on the
 JQ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0227.degrees latitude (g = 980.6199 gals.).
 JQ0227
 JQ0227.The modeled gravity was interpolated from observed gravity values.
 JQ0227
 JQ0227;                    North         East    Units  Estimated Accuracy
 JQ0227;SPC NV C     - 6,383,180.      439,180.      MT  (+/- 180 meters Scaled)
 JQ0227
 JQ0227                          SUPERSEDED SURVEY CONTROL
 JQ0227
 JQ0227  NGVD 29 (??/??/92) 1494.758  (m)         4904.05   (f) ADJ UNCH    2 0
 JQ0227
 JQ0227.Superseded values are not recommended for survey control.
 JQ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0227.See file dsdata.txt to determine how the superseded data were derived.
 JQ0227
 JQ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC683282(NAD 83)
 JQ0227_MARKER: DB = BENCH MARK DISK
 JQ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0227_STAMPING: A-128 1934
 JQ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0227+STABILITY: SURFACE MOTION
 JQ0227
 JQ0227  HISTORY     - Date     Condition        Report By
 JQ0227  HISTORY     - 1934     MONUMENTED       CGS
 JQ0227  HISTORY     - 1938     GOOD             NGS
 JQ0227
 JQ0227                          STATION DESCRIPTION
 JQ0227
 JQ0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JQ0227'11.9 MI NW FROM TONOPAH.
 JQ0227'ALONG A COUNTY ROAD, 2.1 MILES WEST AND 9.8 MILES NORTH OF TONOPAH, 42
 JQ0227'FEET NORTHEAST OF THE CENTER OF THE ROAD.  A STANDARD DISK SET
 JQ0227'HORIZONTAL IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0102 ***********************************************************************
 JQ0102  DESIGNATION -  A 129
 JQ0102  PID         -  JQ0102
 JQ0102  STATE/COUNTY-  NV/NYE
 JQ0102  USGS QUAD   -  MC INTYRE SUMMIT (1971)
 JQ0102
 JQ0102                         *CURRENT SURVEY CONTROL
 JQ0102  ___________________________________________________________________
 JQ0102* NAD 83(1986)-  38 26 08.     (N)    116 30 44.     (W)     SCALED    
 JQ0102* NAVD 88     -      2035.481  (meters)    6678.07   (feet)  ADJUSTED  
 JQ0102  ___________________________________________________________________
 JQ0102  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 JQ0102  DYNAMIC HT  -        2033.144 (meters)    6670.41  (feet)  COMP
 JQ0102  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 JQ0102
 JQ0102  VERT ORDER  -  SECOND    CLASS 0
 JQ0102
 JQ0102.The horizontal coordinates were scaled from a topographic map and have
 JQ0102.an estimated accuracy of +/- 6 seconds.
 JQ0102
 JQ0102.The orthometric height was determined by differential leveling
 JQ0102.and adjusted by the National Geodetic Survey in June 1991..
 JQ0102
 JQ0102.The geoid height was determined by GEOID03.
 JQ0102
 JQ0102.The dynamic height is computed by dividing the NAVD 88
 JQ0102.geopotential number by the normal gravity value computed on the
 JQ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0102.degrees latitude (g = 980.6199 gals.).
 JQ0102
 JQ0102.The modeled gravity was interpolated from observed gravity values.
 JQ0102
 JQ0102;                    North         East    Units  Estimated Accuracy
 JQ0102;SPC NV C     - 6,408,960.      513,480.      MT  (+/- 180 meters Scaled)
 JQ0102
 JQ0102                          SUPERSEDED SURVEY CONTROL
 JQ0102
 JQ0102  NGVD 29 (??/??/92) 2034.192  (m)         6673.84   (f) ADJ UNCH    2 0
 JQ0102
 JQ0102.Superseded values are not recommended for survey control.
 JQ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0102.See file dsdata.txt to determine how the superseded data were derived.
 JQ0102
 JQ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC425542(NAD 83)
 JQ0102_MARKER: DB = BENCH MARK DISK
 JQ0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0102_STAMPING: A 129 1934
 JQ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0102+STABILITY: SURFACE MOTION
 JQ0102
 JQ0102  HISTORY     - Date     Condition        Report By
 JQ0102  HISTORY     - 1934     MONUMENTED       CGS
 JQ0102  HISTORY     - 1937     GOOD             NGS
 JQ0102
 JQ0102                          STATION DESCRIPTION
 JQ0102
 JQ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0102'15.9 MI NW FROM HOT CREEK RANCH.
 JQ0102'ABOUT 15.9 MILES NORTHWEST ALONG THE ROAD LEADING TO THE JUNCTION OF
 JQ0102'THE TYBO-MCCANN SUMMIT ROAD FROM THE WILLIAMS RANCH HOUSE AT HOT CREEK
 JQ0102'RANCH, NYE COUNTY, ABOUT 0.4 MILE NORTH OF THE HIGHEST POINT SOUTH OF
 JQ0102'THE JUNCTION, AT THE TOP OF A RISE, AND 18 FEET WEST OF THE CENTER
 JQ0102'LINE OF THE ROAD.  A STANDARD DISK, STAMPED A 129 1934 AND SET IN THE
 JQ0102'TOP OF A CONCRETE POST.
 JQ0102
 JQ0102                          STATION RECOVERY (1937)
 JQ0102
 JQ0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 JQ0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0251 ***********************************************************************
 JQ0251  DESIGNATION -  A 13
 JQ0251  PID         -  JQ0251
 JQ0251  STATE/COUNTY-  NV/ESMERALDA
 JQ0251  USGS QUAD   -  ROCK HILL (1980)
 JQ0251
 JQ0251                         *CURRENT SURVEY CONTROL
 JQ0251  ___________________________________________________________________
 JQ0251* NAD 83(1994)-  38 08 46.98120(N)    117 56 41.28835(W)     ADJUSTED  
 JQ0251* NAVD 88     -      1395.207  (meters)    4577.44   (feet)  ADJUSTED  
 JQ0251  ___________________________________________________________________
 JQ0251  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 JQ0251  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 JQ0251  DYNAMIC HT  -        1393.741 (meters)    4572.63  (feet)  COMP
 JQ0251  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 JQ0251
 JQ0251  HORZ ORDER  -  SECOND
 JQ0251  VERT ORDER  -  FIRST     CLASS II
 JQ0251
 JQ0251.The horizontal coordinates were established by classical geodetic methods
 JQ0251.and adjusted by the National Geodetic Survey in June 1998..
 JQ0251
 JQ0251.The orthometric height was determined by differential leveling
 JQ0251.and adjusted by the National Geodetic Survey in June 1991..
 JQ0251
 JQ0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0251
 JQ0251.The geoid height was determined by GEOID03.
 JQ0251
 JQ0251.The dynamic height is computed by dividing the NAVD 88
 JQ0251.geopotential number by the normal gravity value computed on the
 JQ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0251.degrees latitude (g = 980.6199 gals.).
 JQ0251
 JQ0251.The modeled gravity was interpolated from observed gravity values.
 JQ0251
 JQ0251;                    North         East     Units Scale Factor Converg.
 JQ0251;SPC NV W     - 4,377,042.907   855,966.766   MT  0.99993856   +0 23 39.9
 JQ0251;SPC NV W     -14,360,348.27  2,808,284.30   sFT  0.99993856   +0 23 39.9
 JQ0251;UTM  11      - 4,222,478.424   417,213.141   MT  0.99968441   -0 35 01.0
 JQ0251
 JQ0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0251!SPC NV W     -   0.99978508  x   0.99993856  =   0.99972365
 JQ0251!UTM  11      -   0.99978508  x   0.99968441  =   0.99946956
 JQ0251
 JQ0251                          SUPERSEDED SURVEY CONTROL
 JQ0251
 JQ0251  NAD 83(1992)-  38 08 46.97974(N)    117 56 41.29739(W) AD(       ) 2
 JQ0251  NAD 83(1986)-  38 08 46.97743(N)    117 56 41.29183(W) AD(       ) 2
 JQ0251  NAD 27      -  38 08 47.23100(N)    117 56 37.90800(W) AD(       ) 2
 JQ0251  NGVD 29 (??/??/92) 1394.102  (m)         4573.82   (f) ADJ UNCH    1 2
 JQ0251
 JQ0251.Superseded values are not recommended for survey control.
 JQ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0251.See file dsdata.txt to determine how the superseded data were derived.
 JQ0251
 JQ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC1721322478(NAD 83)
 JQ0251_MARKER: X = CHISELED CROSS
 JQ0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JQ0251_SP_SET: FOUNDATION
 JQ0251_STAMPING: A 13 1905
 JQ0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0251
 JQ0251  HISTORY     - Date     Condition        Report By
 JQ0251  HISTORY     - 1952     MONUMENTED       CGS
 JQ0251  HISTORY     - 1953     GOOD             NGS
 JQ0251  HISTORY     - 1966     MARK NOT FOUND   USGS
 JQ0251  HISTORY     - 1984     MARK NOT FOUND   NGS
 JQ0251
 JQ0251                          STATION DESCRIPTION
 JQ0251
 JQ0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JQ0251'STATION IS LOCATED ABOUT 7 MILES NORTH OF COALDALE, 42 MILES
 JQ0251'WEST NORTHWEST OF TONOPAH AT THE OLD SITE OF A RAILROAD WATER
 JQ0251'TANK THAT IS BETWEEN U.S. HIGHWAY 95 AND AN OLD RAILROAD BED.
 JQ0251'
 JQ0251'STATION IS A CROSS IN THE TOP OF A STEEL REENFORCING RED THAT
 JQ0251'PROJECTS ABOUT 10 INCHES ABOVE THE TOP OF A CONCRETE BLOCK
 JQ0251'THAT IS ABOUT 2 FEET SQUARE.  IT IS 18 FEET WEST OF THE
 JQ0251'CENTER LINE OF AN OLD RAILROAD BED AND 138 FEET EAST OF THE
 JQ0251'CENTER LINE OF U.S. HIGHWAY 95.  IT IS 16.537 FEET (5.040
 JQ0251'METERS) SE OF STATION ROCKHILL 1952.
 JQ0251
 JQ0251                          STATION RECOVERY (1953)
 JQ0251
 JQ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 JQ0251'8.7 MI NW FROM COALDALE.
 JQ0251'8.7 MILES NORTHWEST ALONG U. S. HIGHWAY 95 FROM THE JUNCTION OF U. S.
 JQ0251'HIGHWAY 6 AT COALDALE, AT THE REMAINS OF A WATER TANK, NEAR THE
 JQ0251'SOUTHWEST BASE OF A LONE CONSPICIOUS MOUNTAIN, IN THE TOP OF THE
 JQ0251'NORTHWEST ONE OF TWO CONCRETE FOUNDATIONS, 125.4 FEET NORTHEAST OF THE
 JQ0251'CENTER LINE OF THE HIGHWAY, 16.6 FEET SOUTHEAST OF TRIANGULATION
 JQ0251'STATION ROCKHILL, 16 FEET SOUTHWEST OF THE CENTER LINE OF AN ABANDONED
 JQ0251'RAILROAD BED, AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- CONCRETE
 JQ0251'FOUNDATION WAS NOT FOUND.
 JQ0251
 JQ0251                          STATION RECOVERY (1966)
 JQ0251
 JQ0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JQ0251'MARK NOT FOUND.
 JQ0251
 JQ0251                          STATION RECOVERY (1984)
 JQ0251
 JQ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0251'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0606 ***********************************************************************
 HQ0606  DESIGNATION -  A 130
 HQ0606  PID         -  HQ0606
 HQ0606  STATE/COUNTY-  NV/ESMERALDA
 HQ0606  USGS QUAD   -  LIDA (1968)
 HQ0606
 HQ0606                         *CURRENT SURVEY CONTROL
 HQ0606  ___________________________________________________________________
 HQ0606* NAD 83(1986)-  37 26 36.     (N)    117 25 19.     (W)     SCALED    
 HQ0606* NAVD 88     -      1624.983  (meters)    5331.30   (feet)  ADJUSTED  
 HQ0606  ___________________________________________________________________
 HQ0606  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 HQ0606  DYNAMIC HT  -        1623.122 (meters)    5325.19  (feet)  COMP
 HQ0606  MODELED GRAV-     979,428.2   (mgal)                       NAVD 88
 HQ0606
 HQ0606  VERT ORDER  -  SECOND    CLASS 0
 HQ0606
 HQ0606.The horizontal coordinates were scaled from a topographic map and have
 HQ0606.an estimated accuracy of +/- 6 seconds.
 HQ0606
 HQ0606.The orthometric height was determined by differential leveling
 HQ0606.and adjusted by the National Geodetic Survey in June 1991..
 HQ0606
 HQ0606.The geoid height was determined by GEOID03.
 HQ0606
 HQ0606.The dynamic height is computed by dividing the NAVD 88
 HQ0606.geopotential number by the normal gravity value computed on the
 HQ0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0606.degrees latitude (g = 980.6199 gals.).
 HQ0606
 HQ0606.The modeled gravity was interpolated from observed gravity values.
 HQ0606
 HQ0606;                    North         East    Units  Estimated Accuracy
 HQ0606;SPC NV W     - 4,299,460.      902,770.      MT  (+/- 180 meters Scaled)
 HQ0606
 HQ0606                          SUPERSEDED SURVEY CONTROL
 HQ0606
 HQ0606  NGVD 29 (??/??/92) 1623.880  (m)         5327.68   (f) ADJ UNCH    2 0
 HQ0606
 HQ0606.Superseded values are not recommended for survey control.
 HQ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0606.See file dsdata.txt to determine how the superseded data were derived.
 HQ0606
 HQ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB626441(NAD 83)
 HQ0606_MARKER: DB = BENCH MARK DISK
 HQ0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0606_STAMPING: A-130 1934
 HQ0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0606+STABILITY: SURFACE MOTION
 HQ0606
 HQ0606  HISTORY     - Date     Condition        Report By
 HQ0606  HISTORY     - 1934     MONUMENTED       CGS
 HQ0606  HISTORY     - 1938     GOOD             NGS
 HQ0606
 HQ0606                          STATION DESCRIPTION
 HQ0606
 HQ0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HQ0606'4.8 MI NE FROM LIDA.
 HQ0606'ALONG A ROAD FROM LIDA TO BIGPINE, CALIF.  28 FEET SOUTH OF THE
 HQ0606'CENTER OF THE ROAD.  A STANDARD DISK SET HOROZONTAL IN A CONCRETE
 HQ0606'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0178 ***********************************************************************
 KR0178  DESIGNATION -  A 131
 KR0178  PID         -  KR0178
 KR0178  STATE/COUNTY-  NV/MINERAL
 KR0178  USGS QUAD   -  BROKEN HILLS (1980)
 KR0178
 KR0178                         *CURRENT SURVEY CONTROL
 KR0178  ___________________________________________________________________
 KR0178* NAD 83(1986)-  39 03 21.     (N)    118 02 12.     (W)     SCALED    
 KR0178* NAVD 88     -      1581.897  (meters)    5189.94   (feet)  ADJUSTED  
 KR0178  ___________________________________________________________________
 KR0178  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KR0178  DYNAMIC HT  -        1580.336 (meters)    5184.82  (feet)  COMP
 KR0178  MODELED GRAV-     979,585.3   (mgal)                       NAVD 88
 KR0178
 KR0178  VERT ORDER  -  FIRST     CLASS II
 KR0178
 KR0178.The horizontal coordinates were scaled from a topographic map and have
 KR0178.an estimated accuracy of +/- 6 seconds.
 KR0178
 KR0178.The orthometric height was determined by differential leveling
 KR0178.and adjusted by the National Geodetic Survey in June 1991..
 KR0178
 KR0178.The geoid height was determined by GEOID03.
 KR0178
 KR0178.The dynamic height is computed by dividing the NAVD 88
 KR0178.geopotential number by the normal gravity value computed on the
 KR0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0178.degrees latitude (g = 980.6199 gals.).
 KR0178
 KR0178.The modeled gravity was interpolated from observed gravity values.
 KR0178
 KR0178;                    North         East    Units  Estimated Accuracy
 KR0178;SPC NV W     - 4,477,940.      847,310.      MT  (+/- 180 meters Scaled)
 KR0178
 KR0178                          SUPERSEDED SURVEY CONTROL
 KR0178
 KR0178  NGVD 29 (??/??/92) 1580.800  (m)         5186.34   (f) ADJ UNCH    1 2
 KR0178
 KR0178.Superseded values are not recommended for survey control.
 KR0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0178.See file dsdata.txt to determine how the superseded data were derived.
 KR0178
 KR0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD103234(NAD 83)
 KR0178_MARKER: DB = BENCH MARK DISK
 KR0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0178_STAMPING: A 131 1934
 KR0178_MARK LOGO: CGS   
 KR0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0178+STABILITY: SURFACE MOTION
 KR0178
 KR0178  HISTORY     - Date     Condition        Report By
 KR0178  HISTORY     - 1934     MONUMENTED       CGS
 KR0178  HISTORY     - 1971     GOOD             NGS
 KR0178  HISTORY     - 1984     GOOD             NGS
 KR0178
 KR0178                          STATION DESCRIPTION
 KR0178
 KR0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KR0178'0.3 MI NE FROM GABBS.
 KR0178'0.3 MILE NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 KR0178'THENCE 14.3 MILES NORTH ALONG STATE HIGHWAY 23, THENCE 0.15 MILE
 KR0178'NORTHEAST ALONG A GRADED ROAD TO BROKEN HILLS, 596 FEET EAST OF THE
 KR0178'CENTERLINE OF THE HIGHWAY, 186 FEET NORTH OF THE GRADED ROAD, 75 FEET
 KR0178'SOUTH OF THE BASE OF A SMALL HILL, 25 FEET NORTHEAST OF THE CENTERLINE
 KR0178'OF A DIM ABANDONED ROAD, 3.0 FEET SOUTH OF A WITNESS POST, AND SET IN
 KR0178'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 KR0178
 KR0178                          STATION RECOVERY (1984)
 KR0178
 KR0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KR0178'RECOVERED IN GOOD CONDITION.  NOTE--STATE HIGHWAY 23 IS NOW STATE
 KR0178'HIGHWAY 361.  ADD 57.0 METERS (187 FT) NORTH OF THE CENTER OF THE NEW
 KR0178'GRADED ROAD LEADING TO BROKEN HILLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0042 ***********************************************************************
 JR0042  DESIGNATION -  A 132
 JR0042  PID         -  JR0042
 JR0042  STATE/COUNTY-  NV/MINERAL
 JR0042  USGS QUAD   -  NINEMILE RANCH (1989)
 JR0042
 JR0042                         *CURRENT SURVEY CONTROL
 JR0042  ___________________________________________________________________
 JR0042* NAD 83(1986)-  38 22 54.     (N)    118 55 58.     (W)     SCALED    
 JR0042* NAVD 88     -      1814.39   (+/-2cm)    5952.7    (feet)  VERTCON   
 JR0042  ___________________________________________________________________
 JR0042  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 JR0042
 JR0042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0042
 JR0042.The horizontal coordinates were scaled from a topographic map and have
 JR0042.an estimated accuracy of +/- 6 seconds.
 JR0042
 JR0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0042.The vertical order pertains to the NGVD 29 superseded value.
 JR0042
 JR0042.The geoid height was determined by GEOID03.
 JR0042
 JR0042;                    North         East    Units  Estimated Accuracy
 JR0042;SPC NV W     - 4,403,020.      769,470.      MT  (+/- 180 meters Scaled)
 JR0042
 JR0042                          SUPERSEDED SURVEY CONTROL
 JR0042
 JR0042  NGVD 29 (??/??/92) 1813.097  (m)         5948.47   (f) ADJ UNCH    2 0
 JR0042
 JR0042.Superseded values are not recommended for survey control.
 JR0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0042.See file dsdata.txt to determine how the superseded data were derived.
 JR0042
 JR0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC311499(NAD 83)
 JR0042_MARKER: DB = BENCH MARK DISK
 JR0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0042_STAMPING: A 132 1934
 JR0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0042+STABILITY: SURFACE MOTION
 JR0042
 JR0042  HISTORY     - Date     Condition        Report By
 JR0042  HISTORY     - 1934     MONUMENTED       CGS
 JR0042  HISTORY     - 1940     GOOD             NGS
 JR0042  HISTORY     - 19850214 MARK NOT FOUND   USGS
 JR0042
 JR0042                          STATION DESCRIPTION
 JR0042
 JR0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0042'2.7 MI NW FROM FLETCHERS STATION.
 JR0042'2.7 MILES NORTHWEST ALONG THE WELLINGTON ROAD FROM FLETCHERS
 JR0042'STATION, MINERAL COUNTY, 13 FEET NORTH OF THE CENTERLINE OF THE
 JR0042'ROAD, AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 JR0042'STAMPED A 132 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JR0042
 JR0042                          STATION RECOVERY (1985)
 JR0042
 JR0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (PI)
 JR0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0245 ***********************************************************************
 JR0245  DESIGNATION -  A 133
 JR0245  PID         -  JR0245
 JR0245  STATE/COUNTY-  NV/MINERAL
 JR0245  USGS QUAD   -  BASALT (1982)
 JR0245
 JR0245                         *CURRENT SURVEY CONTROL
 JR0245  ___________________________________________________________________
 JR0245* NAD 83(1986)-  38 00 23.     (N)    118 16 17.     (W)     SCALED    
 JR0245* NAVD 88     -      1936.357  (meters)    6352.86   (feet)  ADJUSTED  
 JR0245  ___________________________________________________________________
 JR0245  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 JR0245  DYNAMIC HT  -        1934.098 (meters)    6345.45  (feet)  COMP
 JR0245  MODELED GRAV-     979,393.6   (mgal)                       NAVD 88
 JR0245
 JR0245  VERT ORDER  -  FIRST     CLASS II
 JR0245
 JR0245.The horizontal coordinates were scaled from a topographic map and have
 JR0245.an estimated accuracy of +/- 6 seconds.
 JR0245
 JR0245.The orthometric height was determined by differential leveling
 JR0245.and adjusted by the National Geodetic Survey in June 1991..
 JR0245
 JR0245.The geoid height was determined by GEOID03.
 JR0245
 JR0245.The dynamic height is computed by dividing the NAVD 88
 JR0245.geopotential number by the normal gravity value computed on the
 JR0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0245.degrees latitude (g = 980.6199 gals.).
 JR0245
 JR0245.The modeled gravity was interpolated from observed gravity values.
 JR0245
 JR0245;                    North         East    Units  Estimated Accuracy
 JR0245;SPC NV W     - 4,361,360.      827,390.      MT  (+/- 180 meters Scaled)
 JR0245
 JR0245                          SUPERSEDED SURVEY CONTROL
 JR0245
 JR0245  NGVD 29 (??/??/92) 1935.009  (m)         6348.44   (f) ADJ UNCH    1 2
 JR0245
 JR0245.Superseded values are not recommended for survey control.
 JR0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0245.See file dsdata.txt to determine how the superseded data were derived.
 JR0245
 JR0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC883072(NAD 83)
 JR0245_MARKER: DB = BENCH MARK DISK
 JR0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0245_SP_SET: CONCRETE POST
 JR0245_STAMPING: A 133 1955
 JR0245_MARK LOGO: CGS   
 JR0245_PROJECTION: PROJECTING 5 CENTIMETERS
 JR0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0245+STABILITY: SURFACE MOTION
 JR0245
 JR0245  HISTORY     - Date     Condition        Report By
 JR0245  HISTORY     - 1955     MONUMENTED       CGS
 JR0245  HISTORY     - 1965     GOOD             NGS
 JR0245  HISTORY     - 1986     GOOD             NGS
 JR0245
 JR0245                          STATION DESCRIPTION
 JR0245
 JR0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 JR0245'AT BASALT.
 JR0245'AT BASALT (ABANDONED TOWN) ABOUT 77 YDS NORTHEAST OF THE CENTER
 JR0245'OF THE T JUNCTION OF THE OLD U.S. HWY 6 AND THE EXTENTION OF
 JR0245'STATE HWY 10, THIS IS ABOUT 1/2 MILE SOUTH OF THE T OF STATE
 JR0245'HWY 10 AND THE NEW U.S. HWY 6.  THE MARK IS BY THE BASE OF A
 JR0245'UTILITY POLE THAT IS ABOUT 30 FT. SOUTH EAST OF THE SOUTH EAST
 JR0245'CORNER OF THE TREES THAT MAKE UP THE ROAD SIDE REST AREA.
 JR0245
 JR0245                          STATION RECOVERY (1986)
 JR0245
 JR0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0245'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0245'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 JR0245'MONTGOMERY TO THE JUNCTION OF STATE HIGHWAY 360, THENCE 0.55 KM (0.34
 JR0245'MI) SOUTHEAST ALONG A PAVED ROAD (AN ABANDONED SECTION OF HIGHWAY
 JR0245'360), IN THE NORTH CORNER OF THE JUNCTION OF A SECOND PAVED ROAD (AN
 JR0245'ABANDONED SECTION OF HIGHWAY 6), 70.7 METERS (232 FT) NORTHEAST OF
 JR0245'THE CENTERLINE OF OLD HIGHWAY 360, 45.4 METERS (149 FT)
 JR0245'NORTH-NORTHWEST OF THE CENTERLINE OF OLD HIGHWAY 6.
 JR0245'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JR0245'THE MARK IS ABOVE LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0233 ***********************************************************************
 JQ0233  DESIGNATION -  A 134
 JQ0233  PID         -  JQ0233
 JQ0233  STATE/COUNTY-  NV/ESMERALDA
 JQ0233  USGS QUAD   -  MT BUTTE (1987)
 JQ0233
 JQ0233                         *CURRENT SURVEY CONTROL
 JQ0233  ___________________________________________________________________
 JQ0233* NAD 83(1994)-  38 00 54.56902(N)    117 20 20.44254(W)     ADJUSTED  
 JQ0233* NAVD 88     -      1618.468  (meters)    5309.92   (feet)  ADJUSTED  
 JQ0233  ___________________________________________________________________
 JQ0233  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 JQ0233  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 JQ0233  DYNAMIC HT  -        1616.679 (meters)    5304.05  (feet)  COMP
 JQ0233  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 JQ0233
 JQ0233  HORZ ORDER  -  THIRD
 JQ0233  VERT ORDER  -  FIRST     CLASS II
 JQ0233
 JQ0233.The horizontal coordinates were established by classical geodetic methods
 JQ0233.and adjusted by the National Geodetic Survey in March 1999..
 JQ0233
 JQ0233.The orthometric height was determined by differential leveling
 JQ0233.and adjusted by the National Geodetic Survey in June 1991..
 JQ0233
 JQ0233.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0233
 JQ0233.The geoid height was determined by GEOID03.
 JQ0233
 JQ0233.The dynamic height is computed by dividing the NAVD 88
 JQ0233.geopotential number by the normal gravity value computed on the
 JQ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0233.degrees latitude (g = 980.6199 gals.).
 JQ0233
 JQ0233.The modeled gravity was interpolated from observed gravity values.
 JQ0233
 JQ0233;                    North         East     Units Scale Factor Converg.
 JQ0233;SPC NV W     - 4,363,016.704   909,260.490   MT  1.00004698   +0 45 59.1
 JQ0233;SPC NV W     -14,314,330.64  2,983,132.12   sFT  1.00004698   +0 45 59.1
 JQ0233;UTM  11      - 4,207,551.061   470,241.754   MT  0.99961091   -0 12 31.6
 JQ0233
 JQ0233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0233!SPC NV W     -   0.99975007  x   1.00004698  =   0.99979704
 JQ0233!UTM  11      -   0.99975007  x   0.99961091  =   0.99936108
 JQ0233
 JQ0233                          SUPERSEDED SURVEY CONTROL
 JQ0233
 JQ0233  NGVD 29 (??/??/92) 1617.304  (m)         5306.10   (f) ADJ UNCH    1 2
 JQ0233
 JQ0233.Superseded values are not recommended for survey control.
 JQ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0233.See file dsdata.txt to determine how the superseded data were derived.
 JQ0233
 JQ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC7024207551(NAD 83)
 JQ0233_MARKER: DB = BENCH MARK DISK
 JQ0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0233_STAMPING: A 134 1955
 JQ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0233+STABILITY: SURFACE MOTION
 JQ0233
 JQ0233  HISTORY     - Date     Condition        Report By
 JQ0233  HISTORY     - 1955     MONUMENTED       CGS
 JQ0233  HISTORY     - 1958     GOOD             USGS
 JQ0233  HISTORY     - 1985     GOOD             USGS
 JQ0233
 JQ0233                          STATION DESCRIPTION
 JQ0233
 JQ0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JQ0233'9.7 MI SW FROM TONOPAH.
 JQ0233'2.2 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT TONOPAH,
 JQ0233'THENCE 7.5 MILES SOUTHWEST ALONG AN ABANDONED TONOPAH AND GOLDFIELD
 JQ0233'RAILROAD BED, 0.8 MILE SOUTH OF THE Y JUNCTION OF AN ABANDONED
 JQ0233'RAILROAD BED LEADING NORTHWEST TO MAIN LINE JUNCTION, 64 FEET EAST OF
 JQ0233'THE CENTER LINE OF THE RAILROAD BED, 22 FEET WEST OF THE CENTER LINE
 JQ0233'OF A TRACK ROAD PARALLELING THE RAILROAD BED, 2.6 FEET EAST OF A
 JQ0233'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE RAILROAD BED, AND SET IN
 JQ0233'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JQ0233
 JQ0233                          STATION RECOVERY (1958)
 JQ0233
 JQ0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JQ0233'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY IN NEVADA LEVEL LINE NO.
 JQ0233'82, AS FOLLOWS-- --2.2 MI. W. ALONG U.S. HIGHWAY 95 FROM TONOPAH,
 JQ0233'THENCE 7.5 MI. SW. ALONG AN ABANDONED TONOPAH AND GOLDFIELD RAILROAD
 JQ0233'BED, 0.8 MI. S. OF Y-JUNCTION OF AN ABANDONED RAILROAD BED LEADING NW.
 JQ0233'TO MAIN LINE JUNCTION, 64 FT. E. OF CENTERLINE OF RAILROAD BED, 22 FT.
 JQ0233'W. OF CENTERLINE OF A TRACK RD. PARALLELING THE RAILROAD BED, 2.6 FT.
 JQ0233'E. OF A WITNESS POST, ABOUT 2 FT. HIGHER THAN THE RAILROAD BED AND SET
 JQ0233'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND.--
 JQ0233'STATION MARK--STANDARD USC AND GS BM DISK STAMPED---A 134 1955--- SET
 JQ0233'IN TOP OF CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND.
 JQ0233
 JQ0233                          STATION RECOVERY (1985)
 JQ0233
 JQ0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JQ0233'TONOPAH POST OFFICE (MAIN ST. AND BRYAN AVE.) 3.5 MILES NORTHWEST OF,
 JQ0233'ALONG U.S. HWY. 6 AND 95 TO T-RDS, THENCE 0.2 MILE SOUTHWEST TO ROAD.
 JQ0233'AT X-ING OF OLD RAILROAD GRADE, THENCE (LEFT FK.) 2.35 MILES
 JQ0233'SOUTHWEST ALONG ROAD PARALLELING OLD RAILROAD GRADE TO X-RDS., THENCE
 JQ0233'(LEFT FK.) SOUTHWEST 5.4 MILES ALONG ROAD PARALLELING OLD RAILROAD
 JQ0233'GRADE, TO RD.-FK. LEADING NORTHWEST TO C AND GS BM X-348, THENCE
 JQ0233'(STRAIGHT AHEAD) SOUTH 0.5 MILE ALONG RD. PARALLELING OLD RAILROAD
 JQ0233'GRADE, 0.75 MILE SOUTH OF THE 'Y' JCT. OF OLD RAILROAD GRADES, 64
 JQ0233'FEET EAST OF CENTERLINE OF OLD RAILROAD GRADE, 22 FEET WEST OF
 JQ0233'CENTERLINE OF ROAD PARALLELING OLD RAILROAD GRADE, 2.6 FEET EAST OF A
 JQ0233'WHITE WOOD WITNESS POST, ABOUT 2.0 FEET HIGHER THEN THE OLD RAILROAD
 JQ0233'GRADE. A STANDARD DISK, STAMP 'A -134 1953' AND SET IN THE TOP OF A
 JQ0233'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0351 ***********************************************************************
 HQ0351  DESIGNATION -  A 135
 HQ0351  PID         -  HQ0351
 HQ0351  STATE/COUNTY-  NV/NYE
 HQ0351  USGS QUAD   -  GOLDFIELD (1987)
 HQ0351
 HQ0351                         *CURRENT SURVEY CONTROL
 HQ0351  ___________________________________________________________________
 HQ0351* NAD 83(1986)-  37 39 16.     (N)    117 08 08.     (W)     SCALED    
 HQ0351* NAVD 88     -      1616.059  (meters)    5302.02   (feet)  ADJUSTED  
 HQ0351  ___________________________________________________________________
 HQ0351  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 HQ0351  DYNAMIC HT  -        1614.262 (meters)    5296.12  (feet)  COMP
 HQ0351  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 HQ0351
 HQ0351  VERT ORDER  -  FIRST     CLASS II
 HQ0351
 HQ0351.The horizontal coordinates were scaled from a topographic map and have
 HQ0351.an estimated accuracy of +/- 6 seconds.
 HQ0351
 HQ0351.The orthometric height was determined by differential leveling
 HQ0351.and adjusted by the National Geodetic Survey in June 1991..
 HQ0351
 HQ0351.The geoid height was determined by GEOID03.
 HQ0351
 HQ0351.The dynamic height is computed by dividing the NAVD 88
 HQ0351.geopotential number by the normal gravity value computed on the
 HQ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0351.degrees latitude (g = 980.6199 gals.).
 HQ0351
 HQ0351.The modeled gravity was interpolated from observed gravity values.
 HQ0351
 HQ0351;                    North         East    Units  Estimated Accuracy
 HQ0351;SPC NV C     - 6,322,360.      458,630.      MT  (+/- 180 meters Scaled)
 HQ0351
 HQ0351                          SUPERSEDED SURVEY CONTROL
 HQ0351
 HQ0351  NGVD 29 (??/??/92) 1614.946  (m)         5298.37   (f) ADJ UNCH    1 2
 HQ0351
 HQ0351.Superseded values are not recommended for survey control.
 HQ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0351.See file dsdata.txt to determine how the superseded data were derived.
 HQ0351
 HQ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB880674(NAD 83)
 HQ0351_MARKER: DB = BENCH MARK DISK
 HQ0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0351_STAMPING: A 135 1955
 HQ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0351+STABILITY: SURFACE MOTION
 HQ0351
 HQ0351  HISTORY     - Date     Condition        Report By
 HQ0351  HISTORY     - 1955     MONUMENTED       CGS
 HQ0351
 HQ0351                          STATION DESCRIPTION
 HQ0351
 HQ0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0351'7.8 MI SE FROM GOLDFIELD.
 HQ0351'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE AT
 HQ0351'GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD, THENCE
 HQ0351'2.2 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS AND
 HQ0351'TONOPAH RAILROAD, ON THE OUTSIDE OF A LONG SWEEPING CURVE, 70
 HQ0351'FEET WEST OF AND ACROSS A DRY WASH FROM THE CENTER LINE OF THE
 HQ0351'RAILROAD BED, 28 1/2 FEET SOUTH OF A 9-FOOT-HIGH JOSHUA TREE, 2.0
 HQ0351'FEET EAST OF A WITNESS POST, ABOUT 3 FEET LOWR THAN THE RAILROAD
 HQ0351'BED, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 HQ0351'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0110 ***********************************************************************
 GR0110  DESIGNATION -  A 136
 GR0110  PID         -  GR0110
 GR0110  STATE/COUNTY-  NV/CLARK
 GR0110  USGS QUAD   -  MESQUITE (1985)
 GR0110
 GR0110                         *CURRENT SURVEY CONTROL
 GR0110  ___________________________________________________________________
 GR0110* NAD 83(1986)-  36 47 43.     (N)    114 07 03.     (W)     SCALED    
 GR0110* NAVD 88     -       483.853  (meters)    1587.44   (feet)  POSTED    
 GR0110  ___________________________________________________________________
 GR0110  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 GR0110  DYNAMIC HT  -         483.380 (meters)    1585.89  (feet)  COMP
 GR0110  MODELED GRAV-     979,631.1   (mgal)                       NAVD 88
 GR0110
 GR0110  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0110
 GR0110.The horizontal coordinates were scaled from a topographic map and have
 GR0110.an estimated accuracy of +/- 6 seconds.
 GR0110
 GR0110.The orthometric height was determined by differential leveling
 GR0110.and adjusted by the National Geodetic Survey in 1992..
 GR0110.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0110.rate of 0.0 thru 1.0 mm/km.
 GR0110
 GR0110.The geoid height was determined by GEOID03.
 GR0110
 GR0110.The dynamic height is computed by dividing the NAVD 88
 GR0110.geopotential number by the normal gravity value computed on the
 GR0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0110.degrees latitude (g = 980.6199 gals.).
 GR0110
 GR0110.The modeled gravity was interpolated from observed gravity values.
 GR0110
 GR0110;                    North         East    Units  Estimated Accuracy
 GR0110;SPC NV E     - 8,227,910.      330,820.      MT  (+/- 180 meters Scaled)
 GR0110
 GR0110                          SUPERSEDED SURVEY CONTROL
 GR0110
 GR0110  NGVD 29 (??/??/92)  483.159  (m)         1585.16   (f) ADJ UNCH    2 0
 GR0110
 GR0110.Superseded values are not recommended for survey control.
 GR0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0110.See file dsdata.txt to determine how the superseded data were derived.
 GR0110
 GR0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA571760(NAD 83)
 GR0110_MARKER: DD = SURVEY DISK
 GR0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0110_SP_SET: CONCRETE BLOCK
 GR0110_STAMPING: SEE TEXT
 GR0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0110
 GR0110  HISTORY     - Date     Condition        Report By
 GR0110  HISTORY     - 1957     MONUMENTED       NVDH
 GR0110  HISTORY     - 1957     GOOD             NGS
 GR0110  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0110  HISTORY     - 19941017 MARK NOT FOUND   USPSQD
 GR0110
 GR0110                          STATION DESCRIPTION
 GR0110
 GR0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0110'3.05 MI W FROM MESQUITE.
 GR0110'3.05 MILE WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0110'50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.4 FOOT NORTH OF A
 GR0110'BLACK AND WHITE ROUND IRON POST PROJECTING 18 INCHES.  A STANDARD DISK
 GR0110'SET IN A ROUND CONCRETE BLOCK FLUSH WITH THE GROUND. STAMPED DIST 50
 GR0110'FT STA F 488 + 43.15 POT ANGLE 90 O A 136 1957.
 GR0110
 GR0110                          STATION RECOVERY (1982)
 GR0110
 GR0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0110'MARK NOT FOUND.
 GR0110
 GR0110                          STATION RECOVERY (1994)
 GR0110
 GR0110'RECOVERY NOTE BY US POWER SQUADRON 1994
 GR0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0141 ***********************************************************************
 GR0141  DESIGNATION -  A 137
 GR0141  PID         -  GR0141
 GR0141  STATE/COUNTY-  NV/CLARK
 GR0141  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0141
 GR0141                         *CURRENT SURVEY CONTROL
 GR0141  ___________________________________________________________________
 GR0141* NAD 83(1986)-  36 45 58.     (N)    114 12 01.     (W)     SCALED    
 GR0141* NAVD 88     -       504.009  (meters)    1653.57   (feet)  POSTED    
 GR0141  ___________________________________________________________________
 GR0141  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 GR0141  DYNAMIC HT  -         503.520 (meters)    1651.97  (feet)  COMP
 GR0141  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 GR0141
 GR0141  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0141
 GR0141.The horizontal coordinates were scaled from a topographic map and have
 GR0141.an estimated accuracy of +/- 6 seconds.
 GR0141
 GR0141.The orthometric height was determined by differential leveling
 GR0141.and adjusted by the National Geodetic Survey in 1992..
 GR0141.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0141.rate of 0.0 thru 1.0 mm/km.
 GR0141
 GR0141.The geoid height was determined by GEOID03.
 GR0141
 GR0141.The dynamic height is computed by dividing the NAVD 88
 GR0141.geopotential number by the normal gravity value computed on the
 GR0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0141.degrees latitude (g = 980.6199 gals.).
 GR0141
 GR0141.The modeled gravity was interpolated from observed gravity values.
 GR0141
 GR0141;                    North         East    Units  Estimated Accuracy
 GR0141;SPC NV E     - 8,224,570.      323,480.      MT  (+/- 180 meters Scaled)
 GR0141
 GR0141                          SUPERSEDED SURVEY CONTROL
 GR0141
 GR0141  NGVD 29 (??/??/92)  503.317  (m)         1651.30   (f) ADJ UNCH    2 0
 GR0141
 GR0141.Superseded values are not recommended for survey control.
 GR0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0141.See file dsdata.txt to determine how the superseded data were derived.
 GR0141
 GR0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA498725(NAD 83)
 GR0141_MARKER: DD = SURVEY DISK
 GR0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0141_STAMPING: SEE TEXT
 GR0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0141+STABILITY: SURFACE MOTION
 GR0141
 GR0141  HISTORY     - Date     Condition        Report By
 GR0141  HISTORY     - 1957     MONUMENTED       NVDH
 GR0141  HISTORY     - 1957     GOOD             NGS
 GR0141  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0141
 GR0141                          STATION DESCRIPTION
 GR0141
 GR0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0141'8.25 MI W FROM MESQUITE.
 GR0141'8.25 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0141'MESQUITE, 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET
 GR0141'SOUTH OF A ROUND BLACK AND WHITE IRON REFERENCE POST, SET IN A
 GR0141'CONCRETE POST FLUSH WITH THE GROUND.  STAMPED DIST 50 FT STA F 203 +
 GR0141'79.96 POT ANGLE 90 O A 137 1957 ELEV 1651.48.
 GR0141
 GR0141                          STATION RECOVERY (1982)
 GR0141
 GR0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0166 ***********************************************************************
 GR0166  DESIGNATION -  A 138
 GR0166  PID         -  GR0166
 GR0166  STATE/COUNTY-  NV/CLARK
 GR0166  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0166
 GR0166                         *CURRENT SURVEY CONTROL
 GR0166  ___________________________________________________________________
 GR0166* NAD 83(1986)-  36 46 40.     (N)    114 15 22.     (W)     SCALED    
 GR0166* NAVD 88     -       643.492  (meters)    2111.19   (feet)  POSTED    
 GR0166  ___________________________________________________________________
 GR0166  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 GR0166  DYNAMIC HT  -         642.860 (meters)    2109.12  (feet)  COMP
 GR0166  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 GR0166
 GR0166  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0166
 GR0166.The horizontal coordinates were scaled from a topographic map and have
 GR0166.an estimated accuracy of +/- 6 seconds.
 GR0166
 GR0166.The orthometric height was determined by differential leveling
 GR0166.and adjusted by the National Geodetic Survey in 1992..
 GR0166.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0166.rate of 0.0 thru 1.0 mm/km.
 GR0166
 GR0166.The geoid height was determined by GEOID03.
 GR0166
 GR0166.The dynamic height is computed by dividing the NAVD 88
 GR0166.geopotential number by the normal gravity value computed on the
 GR0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0166.degrees latitude (g = 980.6199 gals.).
 GR0166
 GR0166.The modeled gravity was interpolated from observed gravity values.
 GR0166
 GR0166;                    North         East    Units  Estimated Accuracy
 GR0166;SPC NV E     - 8,225,790.      318,470.      MT  (+/- 180 meters Scaled)
 GR0166
 GR0166                          SUPERSEDED SURVEY CONTROL
 GR0166
 GR0166  NGVD 29 (??/??/92)  642.794  (m)         2108.90   (f) ADJ UNCH    2 0
 GR0166
 GR0166.Superseded values are not recommended for survey control.
 GR0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0166.See file dsdata.txt to determine how the superseded data were derived.
 GR0166
 GR0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA448737(NAD 83)
 GR0166_MARKER: DD = SURVEY DISK
 GR0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0166_STAMPING: SEE TEXT
 GR0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0166+STABILITY: SURFACE MOTION
 GR0166
 GR0166  HISTORY     - Date     Condition        Report By
 GR0166  HISTORY     - 1957     MONUMENTED       NVDH
 GR0166  HISTORY     - 1957     GOOD             NGS
 GR0166
 GR0166                          STATION DESCRIPTION
 GR0166
 GR0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0166'11.45 MI W FROM MESQUITE.
 GR0166'11.45 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0166'MESQUITE, 1.3 MILES WEST OF THE RIVERSIDE ROAD JUNCTION, 43.11 FEET
 GR0166'NORTH OF THE CENTER LINE OF THE HIGHWAY AND SOUTHWEST OF A HIGHWAY
 GR0166'BLUFF.  SET IN TOP OF A 20-INCH CONCRETE POST PROJECTING 1 INCH.
 GR0166'STAMPED DIST 43.11 STA F 34 + 50.00 POC ANGLE 90 O BM A 138 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0193 ***********************************************************************
 GR0193  DESIGNATION -  A 139
 GR0193  PID         -  GR0193
 GR0193  STATE/COUNTY-  NV/CLARK
 GR0193  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0193
 GR0193                         *CURRENT SURVEY CONTROL
 GR0193  ___________________________________________________________________
 GR0193* NAD 83(1986)-  36 45 34.     (N)    114 21 59.     (W)     SCALED    
 GR0193* NAVD 88     -       631.072  (meters)    2070.44   (feet)  POSTED    
 GR0193  ___________________________________________________________________
 GR0193  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 GR0193  DYNAMIC HT  -         630.450 (meters)    2068.40  (feet)  COMP
 GR0193  MODELED GRAV-     979,626.2   (mgal)                       NAVD 88
 GR0193
 GR0193  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0193
 GR0193.The horizontal coordinates were scaled from a topographic map and have
 GR0193.an estimated accuracy of +/- 6 seconds.
 GR0193
 GR0193.The orthometric height was determined by differential leveling
 GR0193.and adjusted by the National Geodetic Survey in 1992..
 GR0193.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0193.rate of 0.0 thru 1.0 mm/km.
 GR0193
 GR0193.The geoid height was determined by GEOID03.
 GR0193
 GR0193.The dynamic height is computed by dividing the NAVD 88
 GR0193.geopotential number by the normal gravity value computed on the
 GR0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0193.degrees latitude (g = 980.6199 gals.).
 GR0193
 GR0193.The modeled gravity was interpolated from observed gravity values.
 GR0193
 GR0193;                    North         East    Units  Estimated Accuracy
 GR0193;SPC NV E     - 8,223,630.      308,650.      MT  (+/- 180 meters Scaled)
 GR0193
 GR0193                          SUPERSEDED SURVEY CONTROL
 GR0193
 GR0193  NGVD 29 (??/??/92)  630.378  (m)         2068.17   (f) ADJ UNCH    2 0
 GR0193
 GR0193.Superseded values are not recommended for survey control.
 GR0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0193.See file dsdata.txt to determine how the superseded data were derived.
 GR0193
 GR0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA350714(NAD 83)
 GR0193_MARKER: DD = SURVEY DISK
 GR0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0193_SP_SET: CONCRETE BLOCK
 GR0193_STAMPING: SEE TEXT
 GR0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0193
 GR0193  HISTORY     - Date     Condition        Report By
 GR0193  HISTORY     - 1957     MONUMENTED       NVDH
 GR0193  HISTORY     - 1957     GOOD             NGS
 GR0193
 GR0193                          STATION DESCRIPTION
 GR0193
 GR0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0193'17.55 MI SW FROM MESQUITE.
 GR0193'17.55 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0193'OFFICE IN MESQUITE, 10.6 MILES EAST FROM THE JUNCTION WITH STATE ROUTE
 GR0193'12, 150 FEET NORTH OF THE SOUTH ROAD RIGHT-OF-WAY MARKER POST, 54 FEET
 GR0193'SOUTHWEST OF THE SOUTH END OF A CULVERT, 50.08 FEET SOUTH OF THE
 GR0193'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK SET IN A ROUND CONCRETE
 GR0193'BLOCK 20 INCHES IN DIAMETER AND FLUSH WITH THE GROUND SURFACE. STAMPED
 GR0193'DIST 50.08 STA D 458 + 02.06 PC ANGLE 90 O ELEV 2068.151 A 139 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0223 ***********************************************************************
 GR0223  DESIGNATION -  A 140
 GR0223  PID         -  GR0223
 GR0223  STATE/COUNTY-  NV/CLARK
 GR0223  USGS QUAD   -  OVERTON NW (1983)
 GR0223
 GR0223                         *CURRENT SURVEY CONTROL
 GR0223  ___________________________________________________________________
 GR0223* NAD 83(1986)-  36 43 10.     (N)    114 27 36.     (W)     SCALED    
 GR0223* NAVD 88     -       638.241  (meters)    2093.96   (feet)  POSTED    
 GR0223  ___________________________________________________________________
 GR0223  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 GR0223  DYNAMIC HT  -         637.620 (meters)    2091.93  (feet)  COMP
 GR0223  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 GR0223
 GR0223  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0223
 GR0223.The horizontal coordinates were scaled from a topographic map and have
 GR0223.an estimated accuracy of +/- 6 seconds.
 GR0223
 GR0223.The orthometric height was determined by differential leveling
 GR0223.and adjusted by the National Geodetic Survey in 1992..
 GR0223.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0223.rate of 2.1 thru 3.0 mm/km.
 GR0223
 GR0223.The geoid height was determined by GEOID03.
 GR0223
 GR0223.The dynamic height is computed by dividing the NAVD 88
 GR0223.geopotential number by the normal gravity value computed on the
 GR0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0223.degrees latitude (g = 980.6199 gals.).
 GR0223
 GR0223.The modeled gravity was interpolated from observed gravity values.
 GR0223
 GR0223;                    North         East    Units  Estimated Accuracy
 GR0223;SPC NV E     - 8,219,080.      300,350.      MT  (+/- 180 meters Scaled)
 GR0223
 GR0223                          SUPERSEDED SURVEY CONTROL
 GR0223
 GR0223  NGVD 29 (??/??/92)  637.571  (m)         2091.76   (f) ADJ UNCH    2 0
 GR0223
 GR0223.Superseded values are not recommended for survey control.
 GR0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0223.See file dsdata.txt to determine how the superseded data were derived.
 GR0223
 GR0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA268667(NAD 83)
 GR0223_MARKER: DD = SURVEY DISK
 GR0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0223_STAMPING: SEE TEXT
 GR0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0223+STABILITY: SURFACE MOTION
 GR0223
 GR0223  HISTORY     - Date     Condition        Report By
 GR0223  HISTORY     - 1957     MONUMENTED       NVDH
 GR0223  HISTORY     - 1957     GOOD             NGS
 GR0223  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0223
 GR0223                          STATION DESCRIPTION
 GR0223
 GR0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0223'23.4 MI SW FROM MESQUITE.
 GR0223'23.4 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0223'OFFICE IN MESQUITE, 4.75 MILES EAST FROM THE JUNCTION WITH STATE ROUTE
 GR0223'12, 149.6 FEET NORTH OF THE SOUTH RIGHT-OF-WAY MARKER POST, 50.4 FEET
 GR0223'SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A CONCRETE POST FLUSH
 GR0223'WITH THE GROUND.  STAMPED DIST 50.40 STA 141 + 76.54 POT ANGLE 90 O A
 GR0223'140 1957.
 GR0223
 GR0223                          STATION RECOVERY (1982)
 GR0223
 GR0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0681 ***********************************************************************
 GR0681  DESIGNATION -  A 141
 GR0681  PID         -  GR0681
 GR0681  STATE/COUNTY-  NV/CLARK
 GR0681  USGS QUAD   -  APEX (1986)
 GR0681
 GR0681                         *CURRENT SURVEY CONTROL
 GR0681  ___________________________________________________________________
 GR0681* NAD 83(1986)-  36 17 57.     (N)    114 58 41.     (W)     SCALED    
 GR0681* NAVD 88     -       672.894  (meters)    2207.65   (feet)  POSTED    
 GR0681  ___________________________________________________________________
 GR0681  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 GR0681  DYNAMIC HT  -         672.220 (meters)    2205.44  (feet)  COMP
 GR0681  MODELED GRAV-     979,603.4   (mgal)                       NAVD 88
 GR0681
 GR0681  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0681
 GR0681.The horizontal coordinates were scaled from a topographic map and have
 GR0681.an estimated accuracy of +/- 6 seconds.
 GR0681
 GR0681.The orthometric height was determined by differential leveling
 GR0681.and adjusted by the National Geodetic Survey in 1992..
 GR0681.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0681.rate of 0.0 thru 1.0 mm/km.
 GR0681
 GR0681.The geoid height was determined by GEOID03.
 GR0681
 GR0681.The dynamic height is computed by dividing the NAVD 88
 GR0681.geopotential number by the normal gravity value computed on the
 GR0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0681.degrees latitude (g = 980.6199 gals.).
 GR0681
 GR0681.The modeled gravity was interpolated from observed gravity values.
 GR0681
 GR0681;                    North         East    Units  Estimated Accuracy
 GR0681;SPC NV E     - 8,172,030.      254,360.      MT  (+/- 180 meters Scaled)
 GR0681
 GR0681                          SUPERSEDED SURVEY CONTROL
 GR0681
 GR0681  NGVD 29 (??/??/92)  672.204  (m)         2205.39   (f) ADJ UNCH    2 0
 GR0681
 GR0681.Superseded values are not recommended for survey control.
 GR0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0681.See file dsdata.txt to determine how the superseded data were derived.
 GR0681
 GR0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA815190(NAD 83)
 GR0681_MARKER: DB = BENCH MARK DISK
 GR0681_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GR0681_SP_SET: UNSPEC. ROCK
 GR0681_STAMPING: A 141 1957
 GR0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0681
 GR0681  HISTORY     - Date     Condition        Report By
 GR0681  HISTORY     - 1957     MONUMENTED       CGS
 GR0681
 GR0681                          STATION DESCRIPTION
 GR0681
 GR0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0681'12.35 MI NE FROM LAS VEGAS.
 GR0681'11.40 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0681'NORTH LAS VEGAS, 0.8 MILE NORTHWEST OF HIGHWAY, 75 FEET NORTHWEST OF
 GR0681'GRAVEL ROAD BED, 17 FEET EAST OF WITNESS POST, SET IN ROCK, AND
 GR0681'PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0525 ***********************************************************************
 LQ0525  DESIGNATION -  A 142 RESET
 LQ0525  PID         -  LQ0525
 LQ0525  STATE/COUNTY-  NV/ELKO
 LQ0525  USGS QUAD   -  RYNDON (1982)
 LQ0525
 LQ0525                         *CURRENT SURVEY CONTROL
 LQ0525  ___________________________________________________________________
 LQ0525* NAD 83(1986)-  40 57 00.     (N)    115 34 20.     (W)     SCALED    
 LQ0525* NAVD 88     -      1611.983  (meters)    5288.65   (feet)  ADJUSTED  
 LQ0525  ___________________________________________________________________
 LQ0525  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 LQ0525  DYNAMIC HT  -        1610.654 (meters)    5284.29  (feet)  COMP
 LQ0525  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 LQ0525
 LQ0525  VERT ORDER  -  FIRST     CLASS II
 LQ0525
 LQ0525.The horizontal coordinates were scaled from a topographic map and have
 LQ0525.an estimated accuracy of +/- 6 seconds.
 LQ0525
 LQ0525.The orthometric height was determined by differential leveling
 LQ0525.and adjusted by the National Geodetic Survey in June 1991..
 LQ0525
 LQ0525.The geoid height was determined by GEOID03.
 LQ0525
 LQ0525.The dynamic height is computed by dividing the NAVD 88
 LQ0525.geopotential number by the normal gravity value computed on the
 LQ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0525.degrees latitude (g = 980.6199 gals.).
 LQ0525
 LQ0525.The modeled gravity was interpolated from observed gravity values.
 LQ0525
 LQ0525;                    North         East    Units  Estimated Accuracy
 LQ0525;SPC NV E     - 8,688,090.      200,940.      MT  (+/- 180 meters Scaled)
 LQ0525
 LQ0525                          SUPERSEDED SURVEY CONTROL
 LQ0525
 LQ0525  NGVD 29 (??/??/??) 1610.82   (m)         5284.8    (f) RESET       3  
 LQ0525
 LQ0525.Superseded values are not recommended for survey control.
 LQ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0525.See file dsdata.txt to determine how the superseded data were derived.
 LQ0525
 LQ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF201341(NAD 83)
 LQ0525_MARKER: DB = BENCH MARK DISK
 LQ0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0525_STAMPING: A 142 RESET 1961
 LQ0525_MARK LOGO: CGS   
 LQ0525_PROJECTION: PROJECTING 5 CENTIMETERS
 LQ0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0525+STABILITY: SURFACE MOTION
 LQ0525
 LQ0525  HISTORY     - Date     Condition        Report By
 LQ0525  HISTORY     - 1961     MONUMENTED       NVDH
 LQ0525  HISTORY     - 1962     GOOD             NVDH
 LQ0525  HISTORY     - 1984     GOOD             NGS
 LQ0525
 LQ0525                          STATION DESCRIPTION
 LQ0525
 LQ0525'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 LQ0525'13.8 MI NE FROM ELKO.
 LQ0525'13.8 MILES NORTHEAST ALONG U.S. HIGHWAY 40 THEN INTERSTATE 80 FROM THE
 LQ0525'CORNER OF 5TH AND IDAHO STREETS AT ELKO, 273 FEET NORTH OF THE
 LQ0525'EASTBOUND CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF THE WITNESS POST,
 LQ0525'77 FEET NORTH OF THE NEW FENCE LINE, AND SET IN A SQUARE CONCRETE POST
 LQ0525'PROJECTING 2 INCHES ABOVE THE GROUND SURFACE.  THIS INFORMATION IS
 LQ0525'RELATED TO THE HIGHWAY STATIONING AS FOLLOWS, 273 FT. LT. OF OE
 LQ0525'702+08.
 LQ0525
 LQ0525                          STATION RECOVERY (1984)
 LQ0525
 LQ0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0525'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.15 KM
 LQ0525'(8.85 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE COURTHOUSE AT
 LQ0525'ELKO, THENCE 8.4 KM (5.25 MI) NORTHEAST ALONG INTERSTATE 80, 1.9 KM
 LQ0525'(1.2 MI) EAST OF THE RYNDON INTERCHANGE, 51.6 METERS (169.5 FT) NORTH
 LQ0525'OF THE WEST BOUND HIGHWAY CENTERLINE, 91.4 METERS (300 FT) NORTHWEST
 LQ0525'OF MILEPOST 316, 21.8 METERS (71.5 FT) NORTH OF THE RIGHT OF WAY
 LQ0525'FENCE, 21.2 METERS (69.5 FT) SOUTH OF THE CENTER OF A DIRT ROAD AND
 LQ0525'18.3 METERS (60 FT) NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE
 LQ0525'WITNESS POST.
 LQ0525'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 LQ0525'THE MARK IS 3.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0263 ***********************************************************************
 MT0263  DESIGNATION -  A 143
 MT0263  PID         -  MT0263
 MT0263  STATE/COUNTY-  NV/ELKO
 MT0263  USGS QUAD   -  WELLS (1982)
 MT0263
 MT0263                         *CURRENT SURVEY CONTROL
 MT0263  ___________________________________________________________________
 MT0263* NAD 83(1986)-  41 06 12.     (N)    114 54 12.     (W)     SCALED    
 MT0263* NAVD 88     -      1788.746  (meters)    5868.58   (feet)  ADJUSTED  
 MT0263  ___________________________________________________________________
 MT0263  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 MT0263  DYNAMIC HT  -        1787.247 (meters)    5863.66  (feet)  COMP
 MT0263  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 MT0263
 MT0263  VERT ORDER  -  SECOND    CLASS 0
 MT0263
 MT0263.The horizontal coordinates were scaled from a topographic map and have
 MT0263.an estimated accuracy of +/- 6 seconds.
 MT0263
 MT0263.The orthometric height was determined by differential leveling
 MT0263.and adjusted by the National Geodetic Survey in June 1991..
 MT0263
 MT0263.The geoid height was determined by GEOID03.
 MT0263
 MT0263.The dynamic height is computed by dividing the NAVD 88
 MT0263.geopotential number by the normal gravity value computed on the
 MT0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0263.degrees latitude (g = 980.6199 gals.).
 MT0263
 MT0263.The modeled gravity was interpolated from observed gravity values.
 MT0263
 MT0263;                    North         East    Units  Estimated Accuracy
 MT0263;SPC NV E     - 8,705,340.      257,120.      MT  (+/- 180 meters Scaled)
 MT0263
 MT0263                          SUPERSEDED SURVEY CONTROL
 MT0263
 MT0263  NGVD 29 (??/??/92) 1787.563  (m)         5864.70   (f) ADJ UNCH    2 0
 MT0263
 MT0263.Superseded values are not recommended for survey control.
 MT0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0263.See file dsdata.txt to determine how the superseded data were derived.
 MT0263
 MT0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF760523(NAD 83)
 MT0263_MARKER: DB = BENCH MARK DISK
 MT0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0263_STAMPING: A 143 1957
 MT0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0263+STABILITY: SURFACE MOTION
 MT0263
 MT0263  HISTORY     - Date     Condition        Report By
 MT0263  HISTORY     - 1957     MONUMENTED       CGS
 MT0263  HISTORY     - 1968     GOOD             USGS
 MT0263  HISTORY     - 1984     MARK NOT FOUND   NGS
 MT0263
 MT0263                          STATION DESCRIPTION
 MT0263
 MT0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0263'3.8 MI E FROM WELLS.
 MT0263'3.8 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0263'AVE. AND U.S. HIGHWAY 40 AT WELLS, 172.0 FEET NORTH OF HIGHWAY,
 MT0263'23.8-FEET NORTHWEST OF WITNESS POST, 1.5 FEET NORTHEAST OF CENTER OF
 MT0263'GREEN EL RANCHO HOTEL SIGN, SET IN A ROUND CONCRETE POST PROJECTING 7
 MT0263'INCHES ABOVE GROUND SURFACE.
 MT0263
 MT0263                          STATION RECOVERY (1968)
 MT0263
 MT0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0263'RECOVERED IN GOOD CONDITION.
 MT0263
 MT0263                          STATION RECOVERY (1984)
 MT0263
 MT0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0263'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN
 MT0263'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0264 ***********************************************************************
 MT0264  DESIGNATION -  A 143 RESET
 MT0264  PID         -  MT0264
 MT0264  STATE/COUNTY-  NV/ELKO
 MT0264  USGS QUAD   -  WELLS (1982)
 MT0264
 MT0264                         *CURRENT SURVEY CONTROL
 MT0264  ___________________________________________________________________
 MT0264* NAD 83(1986)-  41 06 10.     (N)    114 54 13.     (W)     SCALED    
 MT0264* NAVD 88     -      1787.921  (meters)    5865.87   (feet)  ADJUSTED  
 MT0264  ___________________________________________________________________
 MT0264  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 MT0264  DYNAMIC HT  -        1786.422 (meters)    5860.95  (feet)  COMP
 MT0264  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 MT0264
 MT0264  VERT ORDER  -  FIRST     CLASS II
 MT0264
 MT0264.The horizontal coordinates were scaled from a topographic map and have
 MT0264.an estimated accuracy of +/- 6 seconds.
 MT0264
 MT0264.The orthometric height was determined by differential leveling
 MT0264.and adjusted by the National Geodetic Survey in June 1991..
 MT0264
 MT0264.The geoid height was determined by GEOID03.
 MT0264
 MT0264.The dynamic height is computed by dividing the NAVD 88
 MT0264.geopotential number by the normal gravity value computed on the
 MT0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0264.degrees latitude (g = 980.6199 gals.).
 MT0264
 MT0264.The modeled gravity was interpolated from observed gravity values.
 MT0264
 MT0264;                    North         East    Units  Estimated Accuracy
 MT0264;SPC NV E     - 8,705,280.      257,090.      MT  (+/- 180 meters Scaled)
 MT0264
 MT0264                          SUPERSEDED SURVEY CONTROL
 MT0264
 MT0264.No superseded survey control is available for this station.
 MT0264
 MT0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF760522(NAD 83)
 MT0264_MARKER: DD = SURVEY DISK
 MT0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0264_STAMPING: A 143 RESET 1965
 MT0264_MARK LOGO: CGS   
 MT0264_PROJECTION: PROJECTING 5 CENTIMETERS
 MT0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0264+STABILITY: SURFACE MOTION
 MT0264
 MT0264  HISTORY     - Date     Condition        Report By
 MT0264  HISTORY     - 1965     MONUMENTED       NVDH
 MT0264  HISTORY     - 1966     GOOD             NVDH
 MT0264  HISTORY     - 1984     GOOD             NGS
 MT0264
 MT0264                          STATION DESCRIPTION
 MT0264
 MT0264'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1966
 MT0264'3.8 MI E FROM WELLS.
 MT0264'ABOUT 3.8 MILES EAST ALONG U. S. HIGHWAY 40 FROM THE INTERSECTION OF
 MT0264'LAKE AVENUE AND U. S. HIGHWAY 40 IN WELLS, 150 FEET NORTH OF THE OW
 MT0264'CENTER LINE AT STATION OW - 196+42, 2.5 FEET SOUTH OF A WITNESS POST,
 MT0264'85 FEET SOUTHEAST OF THE CENTER OF A 4-WAY TEXACO TRUCK STOP SIGN AND
 MT0264'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MT0264
 MT0264                          STATION RECOVERY (1984)
 MT0264
 MT0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0264'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.75 KM
 MT0264'(2.95 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE OVER US
 MT0264'HIGHWAY 93 AT WELLS, 0.32 KM (0.2 MI) WEST OF MILEPOST 355,
 MT0264'45.7 METERS (150 FT) NORTH OF THE WEST BOUND HIGHWAY CENTERLINE,
 MT0264'34.6 METERS (113.5 FT) WEST OF THE EXTENDED CENTER OF A HIGHWAY
 MT0264'CROSSOVER ROAD, 16.4 METERS (54 FT) SOUTHWEST OF THE WEST END OF A
 MT0264'STEEL PIPE BRACE IN THE RIGHT OF WAY FENCE AND 15.1 METERS (49.5 FT)
 MT0264'SOUTH OF THE RIGHT OF WAY FENCE.
 MT0264'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 MT0264'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0089 ***********************************************************************
 LQ0089  DESIGNATION -  A 144
 LQ0089  PID         -  LQ0089
 LQ0089  STATE/COUNTY-  NV/ELKO
 LQ0089  USGS QUAD   -  SILVER ZONE PASS (1982)
 LQ0089
 LQ0089                         *CURRENT SURVEY CONTROL
 LQ0089  ___________________________________________________________________
 LQ0089* NAD 83(1986)-  40 54 30.     (N)    114 18 17.     (W)     SCALED    
 LQ0089* NAVD 88     -      1728.050  (meters)    5669.44   (feet)  ADJUSTED  
 LQ0089  ___________________________________________________________________
 LQ0089  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 LQ0089  DYNAMIC HT  -        1726.608 (meters)    5664.71  (feet)  COMP
 LQ0089  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 LQ0089
 LQ0089  VERT ORDER  -  SECOND    CLASS 0
 LQ0089
 LQ0089.The horizontal coordinates were scaled from a topographic map and have
 LQ0089.an estimated accuracy of +/- 6 seconds.
 LQ0089
 LQ0089.The orthometric height was determined by differential leveling
 LQ0089.and adjusted by the National Geodetic Survey in June 1991..
 LQ0089
 LQ0089.The geoid height was determined by GEOID03.
 LQ0089
 LQ0089.The dynamic height is computed by dividing the NAVD 88
 LQ0089.geopotential number by the normal gravity value computed on the
 LQ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0089.degrees latitude (g = 980.6199 gals.).
 LQ0089
 LQ0089.The modeled gravity was interpolated from observed gravity values.
 LQ0089
 LQ0089;                    North         East    Units  Estimated Accuracy
 LQ0089;SPC NV E     - 8,684,250.      307,720.      MT  (+/- 180 meters Scaled)
 LQ0089
 LQ0089                          SUPERSEDED SURVEY CONTROL
 LQ0089
 LQ0089  NGVD 29 (??/??/92) 1726.958  (m)         5665.86   (f) ADJ UNCH    2 0
 LQ0089
 LQ0089.Superseded values are not recommended for survey control.
 LQ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0089.See file dsdata.txt to determine how the superseded data were derived.
 LQ0089
 LQ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF270320(NAD 83)
 LQ0089_MARKER: DB = BENCH MARK DISK
 LQ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0089_STAMPING: A 144 1957
 LQ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0089+STABILITY: SURFACE MOTION
 LQ0089
 LQ0089  HISTORY     - Date     Condition        Report By
 LQ0089  HISTORY     - 1957     MONUMENTED       CGS
 LQ0089
 LQ0089                          STATION DESCRIPTION
 LQ0089
 LQ0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0089'12.7 MI SE FROM OASIS.
 LQ0089'12.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 70.0 FEET
 LQ0089'NORTHEAST OF CENTERLINE OF HIGHWAY, 3.0 FEET EAST OF WITNESS POST, SET
 LQ0089'IN A ROUND CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0039 ***********************************************************************
 LS0039  DESIGNATION -  A 145
 LS0039  PID         -  LS0039
 LS0039  STATE/COUNTY-  NV/PERSHING
 LS0039  USGS QUAD   -  RYE PATCH RES SOUTH (1971)
 LS0039
 LS0039                         *CURRENT SURVEY CONTROL
 LS0039  ___________________________________________________________________
 LS0039* NAD 83(1986)-  40 31 17.     (N)    118 16 45.     (W)     SCALED    
 LS0039* NAVD 88     -      1339.965  (meters)    4396.20   (feet)  ADJUSTED  
 LS0039  ___________________________________________________________________
 LS0039  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 LS0039  DYNAMIC HT  -        1338.895 (meters)    4392.69  (feet)  COMP
 LS0039  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 LS0039
 LS0039  VERT ORDER  -  FIRST     CLASS II
 LS0039
 LS0039.The horizontal coordinates were scaled from a topographic map and have
 LS0039.an estimated accuracy of +/- 6 seconds.
 LS0039
 LS0039.The orthometric height was determined by differential leveling
 LS0039.and adjusted by the National Geodetic Survey in June 1991..
 LS0039
 LS0039.The geoid height was determined by GEOID03.
 LS0039
 LS0039.The dynamic height is computed by dividing the NAVD 88
 LS0039.geopotential number by the normal gravity value computed on the
 LS0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0039.degrees latitude (g = 980.6199 gals.).
 LS0039
 LS0039.The modeled gravity was interpolated from observed gravity values.
 LS0039
 LS0039;                    North         East    Units  Estimated Accuracy
 LS0039;SPC NV W     - 4,640,550.      825,770.      MT  (+/- 180 meters Scaled)
 LS0039
 LS0039                          SUPERSEDED SURVEY CONTROL
 LS0039
 LS0039  NGVD 29 (??/??/92) 1338.969  (m)         4392.93   (f) ADJ UNCH    1 2
 LS0039
 LS0039.Superseded values are not recommended for survey control.
 LS0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0039.See file dsdata.txt to determine how the superseded data were derived.
 LS0039
 LS0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE916864(NAD 83)
 LS0039_MARKER: DB = BENCH MARK DISK
 LS0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0039_SP_SET: CONCRETE POST
 LS0039_STAMPING: A 145 1957
 LS0039_MARK LOGO: CGS   
 LS0039_PROJECTION: PROJECTING 15 CENTIMETERS
 LS0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0039+STABILITY: SURFACE MOTION
 LS0039
 LS0039  HISTORY     - Date     Condition        Report By
 LS0039  HISTORY     - 1957     MONUMENTED       CGS
 LS0039  HISTORY     - 1971     MARK NOT FOUND   USGS
 LS0039  HISTORY     - 1986     GOOD             NGS
 LS0039
 LS0039                          STATION DESCRIPTION
 LS0039
 LS0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0039'5.2 MI SW FROM HUMBOLDT HOUSE.
 LS0039'5.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE HUMBOLDT HOUSE,
 LS0039'218.0 FEET EAST OF CENTER LINE OF HIGHWAY, 4.2 FEET SOUTH OF WITNESS
 LS0039'POST, SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND
 LS0039'SURFACE.
 LS0039
 LS0039                          STATION RECOVERY (1971)
 LS0039
 LS0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 LS0039'MARK NOT FOUND.
 LS0039
 LS0039                          STATION RECOVERY (1986)
 LS0039
 LS0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0039'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  19.5 KM (12.1
 LS0039'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 119) IN
 LS0039'OREANA, 67.4 METERS (221 FT) EAST OF THE CENTERLINE OF THE EASTBOUND
 LS0039'LANES, 60.7 METERS (199 FT) EAST OF MILEPOST 133, 6.2 METERS (20.5 FT)
 LS0039'EAST OF A FENCE.
 LS0039'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 LS0039'THE MARK IS 1.0 M ABOVE THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0626 ***********************************************************************
 LR0626  DESIGNATION -  A 146
 LR0626  PID         -  LR0626
 LR0626  STATE/COUNTY-  NV/PERSHING
 LR0626  USGS QUAD   -  DUN GLEN PEAK (1982)
 LR0626
 LR0626                         *CURRENT SURVEY CONTROL
 LR0626  ___________________________________________________________________
 LR0626* NAD 83(1986)-  40 50 48.     (N)    117 57 37.     (W)     SCALED    
 LR0626* NAVD 88     -      1348.001  (meters)    4422.57   (feet)  ADJUSTED  
 LR0626  ___________________________________________________________________
 LR0626  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 LR0626  DYNAMIC HT  -        1346.980 (meters)    4419.22  (feet)  COMP
 LR0626  MODELED GRAV-     979,820.0   (mgal)                       NAVD 88
 LR0626
 LR0626  VERT ORDER  -  SECOND    CLASS 0
 LR0626
 LR0626.The horizontal coordinates were scaled from a topographic map and have
 LR0626.an estimated accuracy of +/- 6 seconds.
 LR0626
 LR0626.The orthometric height was determined by differential leveling
 LR0626.and adjusted by the National Geodetic Survey in June 1991..
 LR0626
 LR0626.The geoid height was determined by GEOID03.
 LR0626
 LR0626.The dynamic height is computed by dividing the NAVD 88
 LR0626.geopotential number by the normal gravity value computed on the
 LR0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0626.degrees latitude (g = 980.6199 gals.).
 LR0626
 LR0626.The modeled gravity was interpolated from observed gravity values.
 LR0626
 LR0626;                    North         East    Units  Estimated Accuracy
 LR0626;SPC NV W     - 4,676,810.      852,540.      MT  (+/- 180 meters Scaled)
 LR0626
 LR0626                          SUPERSEDED SURVEY CONTROL
 LR0626
 LR0626  NGVD 29 (??/??/92) 1347.009  (m)         4419.31   (f) ADJ UNCH    2 0
 LR0626
 LR0626.Superseded values are not recommended for survey control.
 LR0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0626.See file dsdata.txt to determine how the superseded data were derived.
 LR0626
 LR0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF190221(NAD 83)
 LR0626_MARKER: DB = BENCH MARK DISK
 LR0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0626_STAMPING: A 146 1957
 LR0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0626+STABILITY: SURFACE MOTION
 LR0626
 LR0626  HISTORY     - Date     Condition        Report By
 LR0626  HISTORY     - 1957     MONUMENTED       CGS
 LR0626
 LR0626                          STATION DESCRIPTION
 LR0626
 LR0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LR0626'12.5 MI NE FROM MILL CITY.
 LR0626'12.5 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE STAR PEAK SERVICE
 LR0626'STATION AT MILL CITY, 136.0 FEET EAST OF CENTER LINE OF HIGHWAY, 4.0
 LR0626'FEET WEST OF RIGHT-OF-WAY FENCE, 5.0 FEET NORTH OF WITNESS POST, SET
 LR0626'IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0627 ***********************************************************************
 LR0627  DESIGNATION -  A 146 RESET
 LR0627  PID         -  LR0627
 LR0627  STATE/COUNTY-  NV/PERSHING
 LR0627  USGS QUAD   -  DUN GLEN PEAK (1982)
 LR0627
 LR0627                         *CURRENT SURVEY CONTROL
 LR0627  ___________________________________________________________________
 LR0627* NAD 83(1986)-  40 50 49.     (N)    117 57 39.     (W)     SCALED    
 LR0627* NAVD 88     -      1349.191  (meters)    4426.47   (feet)  ADJUSTED  
 LR0627  ___________________________________________________________________
 LR0627  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 LR0627  DYNAMIC HT  -        1348.169 (meters)    4423.12  (feet)  COMP
 LR0627  MODELED GRAV-     979,820.2   (mgal)                       NAVD 88
 LR0627
 LR0627  VERT ORDER  -  FIRST     CLASS II
 LR0627
 LR0627.The horizontal coordinates were scaled from a topographic map and have
 LR0627.an estimated accuracy of +/- 6 seconds.
 LR0627
 LR0627.The orthometric height was determined by differential leveling
 LR0627.and adjusted by the National Geodetic Survey in June 1991..
 LR0627
 LR0627.The geoid height was determined by GEOID03.
 LR0627
 LR0627.The dynamic height is computed by dividing the NAVD 88
 LR0627.geopotential number by the normal gravity value computed on the
 LR0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0627.degrees latitude (g = 980.6199 gals.).
 LR0627
 LR0627.The modeled gravity was interpolated from observed gravity values.
 LR0627
 LR0627;                    North         East    Units  Estimated Accuracy
 LR0627;SPC NV W     - 4,676,840.      852,490.      MT  (+/- 180 meters Scaled)
 LR0627
 LR0627                          SUPERSEDED SURVEY CONTROL
 LR0627
 LR0627.No superseded survey control is available for this station.
 LR0627
 LR0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF190222(NAD 83)
 LR0627_MARKER: DB = BENCH MARK DISK
 LR0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0627_SP_SET: CONCRETE POST
 LR0627_STAMPING: A 146 RESET 1966
 LR0627_MARK LOGO: CGS   
 LR0627_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0627+STABILITY: SURFACE MOTION
 LR0627
 LR0627  HISTORY     - Date     Condition        Report By
 LR0627  HISTORY     - 1966     MONUMENTED       NVDH
 LR0627  HISTORY     - 1986     GOOD             NGS
 LR0627
 LR0627                          STATION DESCRIPTION
 LR0627
 LR0627'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1966
 LR0627'12.80 MI NE FROM MILL CITY.
 LR0627'ABOUT 12.80 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE STAR
 LR0627'PEAK CAFE AND GAS STATION AT MILL CITY, 70 FEET SOUTHEAST OF THE
 LR0627'CENTERLINE OF HIGHWAY 80 AT STATION AE 620+51.  THE DISK IS SET IN A
 LR0627'10-INCH ROUND CONCRETE POST WITH A STEEL WITNESS POST NEARBY.
 LR0627
 LR0627                          STATION RECOVERY (1986)
 LR0627
 LR0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0627'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  20.6 KM (12.8
 LR0627'MI) NORTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 149)
 LR0627'IN MILL CITY, 16.3 METERS (53.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LR0627'EASTBOUND LANES, 70.4 METERS (231 FT) SOUTHWEST OF MILEPOST 163, 30.3
 LR0627'METERS (99.5 FT) NORTHEAST OF THE NORTHEAST 1 OF 2 FENCE BRACE POSTS,
 LR0627'14.0 METERS (46.0 FT) NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 6.4
 LR0627'METERS (21.0 FT) NORTHWEST OF A FENCE.
 LR0627'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LR0627'THE MARK IS 0.4 M BELOW THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1290 ***********************************************************************
 KR1290  DESIGNATION -  A 147
 KR1290  PID         -  KR1290
 KR1290  STATE/COUNTY-  NV/WASHOE
 KR1290  USGS QUAD   -  PATRICK (1980)
 KR1290
 KR1290                         *CURRENT SURVEY CONTROL
 KR1290  ___________________________________________________________________
 KR1290* NAD 83(1986)-  39 34 07.     (N)    119 31 37.     (W)     SCALED    
 KR1290* NAVD 88     -      1312.008  (meters)    4304.48   (feet)  ADJUSTED  
 KR1290  ___________________________________________________________________
 KR1290  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 KR1290  DYNAMIC HT  -        1310.807 (meters)    4300.54  (feet)  COMP
 KR1290  MODELED GRAV-     979,666.7   (mgal)                       NAVD 88
 KR1290
 KR1290  VERT ORDER  -  SECOND    CLASS 0
 KR1290
 KR1290.The horizontal coordinates were scaled from a topographic map and have
 KR1290.an estimated accuracy of +/- 6 seconds.
 KR1290
 KR1290.The orthometric height was determined by differential leveling
 KR1290.and adjusted by the National Geodetic Survey in June 1991..
 KR1290
 KR1290.The geoid height was determined by GEOID03.
 KR1290
 KR1290.The dynamic height is computed by dividing the NAVD 88
 KR1290.geopotential number by the normal gravity value computed on the
 KR1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1290.degrees latitude (g = 980.6199 gals.).
 KR1290
 KR1290.The modeled gravity was interpolated from observed gravity values.
 KR1290
 KR1290;                    North         East    Units  Estimated Accuracy
 KR1290;SPC NV W     - 4,535,150.      718,920.      MT  (+/- 180 meters Scaled)
 KR1290
 KR1290                          SUPERSEDED SURVEY CONTROL
 KR1290
 KR1290  NGVD 29 (??/??/92) 1310.940  (m)         4300.98   (f) ADJ UNCH    2 0
 KR1290
 KR1290.Superseded values are not recommended for survey control.
 KR1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1290.See file dsdata.txt to determine how the superseded data were derived.
 KR1290
 KR1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD829829(NAD 83)
 KR1290_MARKER: DB = BENCH MARK DISK
 KR1290_SETTING: 80 = SET IN A BOULDER
 KR1290_STAMPING: A 147 1958
 KR1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1290+STABILITY: SURFACE MOTION
 KR1290
 KR1290  HISTORY     - Date     Condition        Report By
 KR1290  HISTORY     - 1958     MONUMENTED       CGS
 KR1290
 KR1290                          STATION DESCRIPTION
 KR1290
 KR1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR1290'1.3 MI W FROM 102 RANCH.
 KR1290'1.3 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH, 83.0 FEET
 KR1290'NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 46.9 FEET WEST
 KR1290'OF POWER POLE NO. 50116, 5.3 FEET WEST OF A CONCRETE WITNESS POST, SET
 KR1290'IN A DRILL HOLE IN A BOULDER PROJECTING 5 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0788 ***********************************************************************
 FS0788  DESIGNATION -  A 148
 FS0788  PID         -  FS0788
 FS0788  STATE/COUNTY-  NV/CLARK
 FS0788  USGS QUAD   -  CRESCENT PEAK (1984)
 FS0788
 FS0788                         *CURRENT SURVEY CONTROL
 FS0788  ___________________________________________________________________
 FS0788* NAD 83(1986)-  35 28 33.     (N)    115 13 25.     (W)     SCALED    
 FS0788* NAVD 88     -      1111.870  (meters)    3647.86   (feet)  POSTED    
 FS0788  ___________________________________________________________________
 FS0788  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FS0788  DYNAMIC HT  -        1110.550 (meters)    3643.53  (feet)  COMP
 FS0788  MODELED GRAV-     979,410.2   (mgal)                       NAVD 88
 FS0788
 FS0788  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0788
 FS0788.The horizontal coordinates were scaled from a topographic map and have
 FS0788.an estimated accuracy of +/- 6 seconds.
 FS0788
 FS0788.The orthometric height was determined by differential leveling
 FS0788.and adjusted by the National Geodetic Survey in 1992..
 FS0788.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0788.rate of 1.1 thru 2.0 mm/km.
 FS0788
 FS0788.The geoid height was determined by GEOID03.
 FS0788
 FS0788.The dynamic height is computed by dividing the NAVD 88
 FS0788.geopotential number by the normal gravity value computed on the
 FS0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0788.degrees latitude (g = 980.6199 gals.).
 FS0788
 FS0788.The modeled gravity was interpolated from observed gravity values.
 FS0788
 FS0788;                    North         East    Units  Estimated Accuracy
 FS0788;SPC NV E     - 8,080,580.      232,640.      MT  (+/- 180 meters Scaled)
 FS0788
 FS0788                          SUPERSEDED SURVEY CONTROL
 FS0788
 FS0788  NGVD 29 (??/??/92) 1111.02   (m)         3645.1    (f) COMPUTED    1 2
 FS0788
 FS0788.Superseded values are not recommended for survey control.
 FS0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0788.See file dsdata.txt to determine how the superseded data were derived.
 FS0788
 FS0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV611272(NAD 83)
 FS0788_MARKER: DB = BENCH MARK DISK
 FS0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0788_STAMPING: A 148 1935
 FS0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0788+STABILITY: SURFACE MOTION
 FS0788
 FS0788  HISTORY     - Date     Condition        Report By
 FS0788  HISTORY     - 1935     MONUMENTED       CGS
 FS0788  HISTORY     - 1949     GOOD             NGS
 FS0788  HISTORY     - 1969     GOOD             NGS
 FS0788
 FS0788                          STATION DESCRIPTION
 FS0788
 FS0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0788'2.8 MI E FROM NIPTON.
 FS0788'2.7 MILES EAST ALONG A COUNTY GRADED ROAD FROM THE UNION PACIFIC
 FS0788'RAILROAD STATION AT NIPTON, THENCE 0.1 MILE EAST ALONG NEVADA STATE
 FS0788'HIGHWAY 68, ABOUT 43 YARDS NORTH OF THE APPROXIMATE CENTER OF A
 FS0788'SMALL WASH, 55 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.2
 FS0788'FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 FS0788'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 FS0788'THE GROUND.
 FS0788
 FS0788                          STATION RECOVERY (1969)
 FS0788
 FS0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0122 ***********************************************************************
 FS0122  DESIGNATION -  A 149
 FS0122  PID         -  FS0122
 FS0122  STATE/COUNTY-  NV/CLARK
 FS0122  USGS QUAD   -  BOULDER CITY SW (1973)
 FS0122
 FS0122                         *CURRENT SURVEY CONTROL
 FS0122  ___________________________________________________________________
 FS0122* NAD 83(1986)-  35 48 32.     (N)    114 57 29.     (W)     SCALED    
 FS0122* NAVD 88     -       541.137  (meters)    1775.38   (feet)  POSTED    
 FS0122  ___________________________________________________________________
 FS0122  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FS0122  DYNAMIC HT  -         540.570 (meters)    1773.52  (feet)  COMP
 FS0122  MODELED GRAV-     979,572.7   (mgal)                       NAVD 88
 FS0122
 FS0122  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0122
 FS0122.The horizontal coordinates were scaled from a topographic map and have
 FS0122.an estimated accuracy of +/- 6 seconds.
 FS0122
 FS0122.The orthometric height was determined by differential leveling
 FS0122.and adjusted by the National Geodetic Survey in 1992..
 FS0122.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0122.rate of 0.0 thru 1.0 mm/km.
 FS0122
 FS0122.The geoid height was determined by GEOID03.
 FS0122
 FS0122.The dynamic height is computed by dividing the NAVD 88
 FS0122.geopotential number by the normal gravity value computed on the
 FS0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0122.degrees latitude (g = 980.6199 gals.).
 FS0122
 FS0122.The modeled gravity was interpolated from observed gravity values.
 FS0122
 FS0122;                    North         East    Units  Estimated Accuracy
 FS0122;SPC NV E     - 8,117,650.      256,510.      MT  (+/- 180 meters Scaled)
 FS0122
 FS0122                          SUPERSEDED SURVEY CONTROL
 FS0122
 FS0122  NGVD 29 (??/??/92)  540.429  (m)         1773.06   (f) ADJ UNCH    1 1
 FS0122
 FS0122.Superseded values are not recommended for survey control.
 FS0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0122.See file dsdata.txt to determine how the superseded data were derived.
 FS0122
 FS0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV844646(NAD 83)
 FS0122_MARKER: DB = BENCH MARK DISK
 FS0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0122_STAMPING: A 149 1935
 FS0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0122+STABILITY: SURFACE MOTION
 FS0122
 FS0122  HISTORY     - Date     Condition        Report By
 FS0122  HISTORY     - 1935     MONUMENTED       CGS
 FS0122  HISTORY     - 1949     GOOD             NGS
 FS0122  HISTORY     - 1963     GOOD             NGS
 FS0122
 FS0122                          STATION DESCRIPTION
 FS0122
 FS0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0122'12.4 MI S FROM ALUNITE.
 FS0122'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE JUNCTION OF U.S.
 FS0122'HIGHWAY 93 AT ALUNITE, THENCE 10.7 MILES SOUTH ALONG OLD ABANDONED
 FS0122'STATE HIGHWAY 5, 1.0 MILE SOUTH OF THE Y JUNCTION OF A DIRT ROAD
 FS0122'LEADING NORTH, 58 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.5
 FS0122'FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 FS0122'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 FS0122'ABOVE THE GROUND.
 FS0122
 FS0122                          STATION RECOVERY (1963)
 FS0122
 FS0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0208 ***********************************************************************
 JQ0208  DESIGNATION -  A 15
 JQ0208  PID         -  JQ0208
 JQ0208  STATE/COUNTY-  NV/NYE
 JQ0208  USGS QUAD   -  TONOPAH (1982)
 JQ0208
 JQ0208                         *CURRENT SURVEY CONTROL
 JQ0208  ___________________________________________________________________
 JQ0208* NAD 83(1986)-  38 04 05.     (N)    117 13 50.     (W)     SCALED    
 JQ0208* NAVD 88     -      1838.121  (meters)    6030.57   (feet)  ADJUSTED  
 JQ0208  ___________________________________________________________________
 JQ0208  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 JQ0208  DYNAMIC HT  -        1836.057 (meters)    6023.80  (feet)  COMP
 JQ0208  MODELED GRAV-     979,440.7   (mgal)                       NAVD 88
 JQ0208
 JQ0208  VERT ORDER  -  FIRST     CLASS II
 JQ0208
 JQ0208.The horizontal coordinates were scaled from a topographic map and have
 JQ0208.an estimated accuracy of +/- 6 seconds.
 JQ0208
 JQ0208.The orthometric height was determined by differential leveling
 JQ0208.and adjusted by the National Geodetic Survey in June 1991..
 JQ0208
 JQ0208.The geoid height was determined by GEOID03.
 JQ0208
 JQ0208.The dynamic height is computed by dividing the NAVD 88
 JQ0208.geopotential number by the normal gravity value computed on the
 JQ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0208.degrees latitude (g = 980.6199 gals.).
 JQ0208
 JQ0208.The modeled gravity was interpolated from observed gravity values.
 JQ0208
 JQ0208;                    North         East    Units  Estimated Accuracy
 JQ0208;SPC NV C     - 6,368,310.      450,520.      MT  (+/- 180 meters Scaled)
 JQ0208
 JQ0208                          SUPERSEDED SURVEY CONTROL
 JQ0208
 JQ0208  NGVD 29 (??/??/92) 1836.90   (m)         6026.6    (f) COMPUTED    1 2
 JQ0208
 JQ0208.Superseded values are not recommended for survey control.
 JQ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0208.See file dsdata.txt to determine how the superseded data were derived.
 JQ0208
 JQ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC797133(NAD 83)
 JQ0208_MARKER: Z = SEE DESCRIPTION
 JQ0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JQ0208_SP_SET: BUILDING
 JQ0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0208
 JQ0208  HISTORY     - Date     Condition        Report By
 JQ0208  HISTORY     - UNK      MONUMENTED       CGS
 JQ0208  HISTORY     - 1938     GOOD             NGS
 JQ0208
 JQ0208                          STATION DESCRIPTION
 JQ0208
 JQ0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JQ0208'IN TONOPAH.
 JQ0208'IN THE SOUTHWEST CORNER OF THE OF THE BROUGHER-GOVAN BUILDING, SET
 JQ0208'VERTICAL 16 INCHES ABOVE THE SIDE WALK, 48 FEET EAST OF THE CENTER OF
 JQ0208'MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0200 ***********************************************************************
 FS0200  DESIGNATION -  A 150 RESET
 FS0200  PID         -  FS0200
 FS0200  STATE/COUNTY-  NV/CLARK
 FS0200  USGS QUAD   -  JEAN (1989)
 FS0200
 FS0200                         *CURRENT SURVEY CONTROL
 FS0200  ___________________________________________________________________
 FS0200* NAD 83(1999)-  35 49 19.19872(N)    115 17 25.72884(W)     ADJUSTED  
 FS0200* NAVD 88     -       923.699  (meters)    3030.50   (feet)  POSTED    
 FS0200  ___________________________________________________________________
 FS0200  EPOCH DATE  -        1999.37
 FS0200  X           -  -2,212,213.229 (meters)                     COMP
 FS0200  Y           -  -4,681,986.528 (meters)                     COMP
 FS0200  Z           -   3,712,719.358 (meters)                     COMP
 FS0200  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 FS0200  ELLIP HEIGHT-         895.55  (meters)          (05/16/00) GPS OBS
 FS0200  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FS0200  DYNAMIC HT  -         922.690 (meters)    3027.19  (feet)  COMP
 FS0200  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 FS0200
 FS0200  HORZ ORDER  -  A
 FS0200  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0200  ELLP ORDER  -  FOURTH    CLASS I
 FS0200
 FS0200.The horizontal coordinates were established by GPS observations
 FS0200.and adjusted by the National Geodetic Survey in May 2000..
 FS0200.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 FS0200.DATUM ITEM on the data sheet items page.
 FS0200.The horizontal coordinates are valid at the epoch date displayed above.
 FS0200.The epoch date for horizontal control is a decimal equivalence
 FS0200.of Year/Month/Day.
 FS0200
 FS0200.The orthometric height was determined by differential leveling
 FS0200.and adjusted by the National Geodetic Survey in 1992..
 FS0200.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0200.rate of 0.0 thru 1.0 mm/km.
 FS0200
 FS0200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS0200
 FS0200.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0200
 FS0200.The ellipsoidal height was determined by GPS observations
 FS0200.and is referenced to NAD 83.
 FS0200
 FS0200.The geoid height was determined by GEOID03.
 FS0200
 FS0200.The dynamic height is computed by dividing the NAVD 88
 FS0200.geopotential number by the normal gravity value computed on the
 FS0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0200.degrees latitude (g = 980.6199 gals.).
 FS0200
 FS0200.The modeled gravity was interpolated from observed gravity values.
 FS0200
 FS0200;                    North         East     Units Scale Factor Converg.
 FS0200;SPC NV E     - 8,118,961.578   226,461.315   MT  0.99990863   +0 10 17.0
 FS0200;SPC NV E     -26,636,959.78    742,981.83   sFT  0.99990863   +0 10 17.0
 FS0200;UTM  11      - 3,965,554.488   654,427.728   MT  0.99989387   +1 00 02.6
 FS0200
 FS0200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0200!SPC NV E     -   0.99985946  x   0.99990863  =   0.99976810
 FS0200!UTM  11      -   0.99985946  x   0.99989387  =   0.99975335
 FS0200
 FS0200                          SUPERSEDED SURVEY CONTROL
 FS0200
 FS0200  NAVD 88 (05/16/00)  923.70   (m)         3030.5    (f) LEVELING    3  
 FS0200  NGVD 29 (??/??/92)  922.903  (m)         3027.89   (f) ADJ UNCH    1 2
 FS0200
 FS0200.Superseded values are not recommended for survey control.
 FS0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0200.See file dsdata.txt to determine how the superseded data were derived.
 FS0200
 FS0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5442865554(NAD 83)
 FS0200_MARKER: DB = BENCH MARK DISK
 FS0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0200_STAMPING: A 150 RESET 1938
 FS0200_MARK LOGO: CGS   
 FS0200_MAGNETIC: N = NO MAGNETIC MATERIAL
 FS0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0200+STABILITY: SURFACE MOTION
 FS0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0200+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 FS0200
 FS0200  HISTORY     - Date     Condition        Report By
 FS0200  HISTORY     - 1938     MONUMENTED       CGS
 FS0200  HISTORY     - 1950     GOOD             NGS
 FS0200  HISTORY     - 1958     GOOD             NGS
 FS0200  HISTORY     - 19991004 GOOD             NGS
 FS0200
 FS0200                          STATION DESCRIPTION
 FS0200
 FS0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0200'3.6 MI N FROM JEAN.
 FS0200'3.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0200'AT JEAN, 108.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST
 FS0200'RETAINING WALL OF THE JEAN UNDERPASS, 59.8 FEET EAST OF THE EAST
 FS0200'RAIL, 46 1/2 FEET NORTH OF A TELEPHONE POLE, 46.1 FEET EAST OF
 FS0200'THE NORTHEAST CORNER OF THE EAST HEAD WALL OF CONCRETE CULVERT
 FS0200'304.87, ABOUT 1 1/2 FEET HIGHER THAN THE TRACK, AND SET IN THE
 FS0200'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FS0200
 FS0200                          STATION RECOVERY (1958)
 FS0200
 FS0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FS0200'RECOVERED IN GOOD CONDITION.
 FS0200
 FS0200                          STATION RECOVERY (1999)
 FS0200
 FS0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JGF)
 FS0200'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0769 ***********************************************************************
 GR0769  DESIGNATION -  A 160
 GR0769  PID         -  GR0769
 GR0769  STATE/COUNTY-  NV/CLARK
 GR0769  USGS QUAD   -  MOAPA EAST (1983)
 GR0769
 GR0769                         *CURRENT SURVEY CONTROL
 GR0769  ___________________________________________________________________
 GR0769* NAD 83(1986)-  36 40 02.     (N)    114 32 58.     (W)     SCALED    
 GR0769* NAVD 88     -       481.151  (meters)    1578.58   (feet)  ADJUSTED  
 GR0769  ___________________________________________________________________
 GR0769  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 GR0769  DYNAMIC HT  -         480.698 (meters)    1577.09  (feet)  COMP
 GR0769  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 GR0769
 GR0769  VERT ORDER  -  FIRST     CLASS I
 GR0769
 GR0769.The horizontal coordinates were scaled from a topographic map and have
 GR0769.an estimated accuracy of +/- 6 seconds.
 GR0769
 GR0769.The orthometric height was determined by differential leveling
 GR0769.and adjusted by the National Geodetic Survey in June 1991..
 GR0769
 GR0769.The geoid height was determined by GEOID03.
 GR0769
 GR0769.The dynamic height is computed by dividing the NAVD 88
 GR0769.geopotential number by the normal gravity value computed on the
 GR0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0769.degrees latitude (g = 980.6199 gals.).
 GR0769
 GR0769.The modeled gravity was interpolated from observed gravity values.
 GR0769
 GR0769;                    North         East    Units  Estimated Accuracy
 GR0769;SPC NV E     - 8,213,200.      292,420.      MT  (+/- 180 meters Scaled)
 GR0769
 GR0769                          SUPERSEDED SURVEY CONTROL
 GR0769
 GR0769  NGVD 29 (??/??/92)  480.490  (m)         1576.41   (f) ADJ UNCH    1 1
 GR0769
 GR0769.Superseded values are not recommended for survey control.
 GR0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0769.See file dsdata.txt to determine how the superseded data were derived.
 GR0769
 GR0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA190607(NAD 83)
 GR0769_MARKER: DB = BENCH MARK DISK
 GR0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0769_STAMPING: A 160 1935
 GR0769_MARK LOGO: CGS   
 GR0769_PROJECTION: RECESSED 50 CENTIMETERS
 GR0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0769+STABILITY: SURFACE MOTION
 GR0769
 GR0769  HISTORY     - Date     Condition        Report By
 GR0769  HISTORY     - 1935     MONUMENTED       CGS
 GR0769  HISTORY     - 1957     GOOD             NGS
 GR0769  HISTORY     - 1979     GOOD             USGS
 GR0769  HISTORY     - 1982     GOOD             NGS
 GR0769
 GR0769                          STATION DESCRIPTION
 GR0769
 GR0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0769'1.1 MI NE FROM GLENDALE.
 GR0769'1.1 MILE NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE STANDARD SERVICE
 GR0769'STATION IN GLENDALE, 58.6 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 4
 GR0769'FEET WEST OF A CONCRETE WITNESS POST.  A STANDARD DISK SET IN A 12
 GR0769'INCH CONCRETE POST PROJECTING 1.5 FEET.
 GR0769
 GR0769                          STATION RECOVERY (1979)
 GR0769
 GR0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0769'1.2 MILES NORTHEAST ALONG INTERSTATE 15 FROM STANDARD STATION AND
 GR0769'RESTAURANT AT GLENDALE. 21 METERS SOUTH OF RIGHTWAY FENCE. 41.3
 GR0769'METERS NORTH OF CENTERLINE OF SOUTHBOUND LANES. 0.9 METERS WEST OF
 GR0769'CONCRETE WITNESS POST. 0.4 METERS BELOW GROUND LEVEL. A STANDARD
 GR0769'TABLET SET IN TOP OF CONCRETE POST STAMPED A 160 1935.
 GR0769
 GR0769                          STATION RECOVERY (1982)
 GR0769
 GR0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0769'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0769'1.95 KM (1.2 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR0769'OF THE NORTH BOUND BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 2.55 KM
 GR0769'(1.6 MI) SOUTHWEST OF STATE HIGHWAY 169 INTERCHANGE BRIDGE, 0.52 KM
 GR0769'(0.3 MI) NORTHEAST OF MILEPOST 92, 40.2 METERS (132 FT) NORTH OF THE
 GR0769'SOUTH BOUND CENTERLINE, 20.7 METERS (68 FT) SOUTH OF THE WEST ONE OF
 GR0769'TWO 3 INCH BRACED STEEL PIPE IN THE RIGHT OF WAY FENCE, 1.0 METER (3.5
 GR0769'FT) WEST OF A 5 INCH TRIANGULAR SHAPED CONCRETE POST.
 GR0769'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 GR0769'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0639 ***********************************************************************
 GR0639  DESIGNATION -  A 161
 GR0639  PID         -  GR0639
 GR0639  STATE/COUNTY-  NV/CLARK
 GR0639  USGS QUAD   -  DRY LAKE (1986)
 GR0639
 GR0639                         *CURRENT SURVEY CONTROL
 GR0639  ___________________________________________________________________
 GR0639* NAD 83(1986)-  36 25 04.     (N)    114 50 55.     (W)     SCALED    
 GR0639* NAVD 88     -       646.291  (meters)    2120.37   (feet)  ADJUSTED  
 GR0639  ___________________________________________________________________
 GR0639  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 GR0639  DYNAMIC HT  -         645.648 (meters)    2118.26  (feet)  COMP
 GR0639  MODELED GRAV-     979,616.9   (mgal)                       NAVD 88
 GR0639
 GR0639  VERT ORDER  -  FIRST     CLASS I
 GR0639
 GR0639.The horizontal coordinates were scaled from a topographic map and have
 GR0639.an estimated accuracy of +/- 6 seconds.
 GR0639
 GR0639.The orthometric height was determined by differential leveling
 GR0639.and adjusted by the National Geodetic Survey in June 1991..
 GR0639
 GR0639.The geoid height was determined by GEOID03.
 GR0639
 GR0639.The dynamic height is computed by dividing the NAVD 88
 GR0639.geopotential number by the normal gravity value computed on the
 GR0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0639.degrees latitude (g = 980.6199 gals.).
 GR0639
 GR0639.The modeled gravity was interpolated from observed gravity values.
 GR0639
 GR0639;                    North         East    Units  Estimated Accuracy
 GR0639;SPC NV E     - 8,185,270.      265,890.      MT  (+/- 180 meters Scaled)
 GR0639
 GR0639                          SUPERSEDED SURVEY CONTROL
 GR0639
 GR0639  NGVD 29 (??/??/92)  645.566  (m)         2117.99   (f) ADJ UNCH    1 1
 GR0639
 GR0639.Superseded values are not recommended for survey control.
 GR0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0639.See file dsdata.txt to determine how the superseded data were derived.
 GR0639
 GR0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA928324(NAD 83)
 GR0639_MARKER: DB = BENCH MARK DISK
 GR0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0639_STAMPING: A 161 1935
 GR0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0639+STABILITY: SURFACE MOTION
 GR0639
 GR0639  HISTORY     - Date     Condition        Report By
 GR0639  HISTORY     - 1935     MONUMENTED       CGS
 GR0639  HISTORY     - 1950     GOOD             NGS
 GR0639  HISTORY     - 1963     GOOD             NGS
 GR0639  HISTORY     - 1983     MARK NOT FOUND   NGS
 GR0639
 GR0639                          STATION DESCRIPTION
 GR0639
 GR0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0639'23.2 MI SW FROM MOAPA.
 GR0639'23.2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0639'AT MOAPA, AT THE SOUTH END OF A CUT, 4 FEET SOUTH OF THE 3RD POLE
 GR0639'NORTH OF MILEPOLE 360, 97 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 GR0639'A WOODEN HAND CAR DERAIL PLATFORM, 41.0 FEET WEST OF THE WEST RAIL,
 GR0639'3.2 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK,
 GR0639'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 GR0639'GROUND.
 GR0639
 GR0639                          STATION RECOVERY (1963)
 GR0639
 GR0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0639'RECOVERED IN GOOD CONDITION.
 GR0639
 GR0639                          STATION RECOVERY (1983)
 GR0639
 GR0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0735 ***********************************************************************
 GR0735  DESIGNATION -  A 162
 GR0735  PID         -  GR0735
 GR0735  STATE/COUNTY-  NV/CLARK
 GR0735  USGS QUAD   -  MOAPA WEST (1983)
 GR0735
 GR0735                         *CURRENT SURVEY CONTROL
 GR0735  ___________________________________________________________________
 GR0735* NAD 83(1986)-  36 42 32.     (N)    114 37 35.     (W)     SCALED    
 GR0735* NAVD 88     -       519.964  (meters)    1705.92   (feet)  ADJUSTED  
 GR0735  ___________________________________________________________________
 GR0735  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 GR0735  DYNAMIC HT  -         519.467 (meters)    1704.28  (feet)  COMP
 GR0735  MODELED GRAV-     979,660.9   (mgal)                       NAVD 88
 GR0735
 GR0735  VERT ORDER  -  FIRST     CLASS I
 GR0735
 GR0735.The horizontal coordinates were scaled from a topographic map and have
 GR0735.an estimated accuracy of +/- 6 seconds.
 GR0735
 GR0735.The orthometric height was determined by differential leveling
 GR0735.and adjusted by the National Geodetic Survey in June 1991..
 GR0735.WARNING-Repeat measurements at this control monument indicate possible
 GR0735.vertical movement.
 GR0735
 GR0735.The geoid height was determined by GEOID03.
 GR0735
 GR0735.The dynamic height is computed by dividing the NAVD 88
 GR0735.geopotential number by the normal gravity value computed on the
 GR0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0735.degrees latitude (g = 980.6199 gals.).
 GR0735
 GR0735.The modeled gravity was interpolated from observed gravity values.
 GR0735
 GR0735;                    North         East    Units  Estimated Accuracy
 GR0735;SPC NV E     - 8,217,750.      285,500.      MT  (+/- 180 meters Scaled)
 GR0735
 GR0735                          SUPERSEDED SURVEY CONTROL
 GR0735
 GR0735  NGVD 29 (??/??/92)  519.296  (m)         1703.72   (f) ADJ UNCH    1 1
 GR0735
 GR0735.Superseded values are not recommended for survey control.
 GR0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0735.See file dsdata.txt to determine how the superseded data were derived.
 GR0735
 GR0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA120652(NAD 83)
 GR0735_MARKER: DB = BENCH MARK DISK
 GR0735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0735_SP_SET: ABUTMENT
 GR0735_STAMPING: A 162 1935
 GR0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0735
 GR0735  HISTORY     - Date     Condition        Report By
 GR0735  HISTORY     - 1935     MONUMENTED       CGS
 GR0735  HISTORY     - 1963     GOOD             NGS
 GR0735  HISTORY     - 1982     GOOD             NGS
 GR0735
 GR0735                          STATION DESCRIPTION
 GR0735
 GR0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0735'2.7 MI N FROM MOAPA.
 GR0735'2.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0735'MOAPA, 10 POLES SOUTH OF MILEPOLE 386, IN THE TOP OF THE EAST END OF
 GR0735'THE SOUTH CONCRETE ABUTMENT OF BRIDGE 385.68, 6.3 FEET EAST OF THE
 GR0735'EAST RAIL, AND 1 1/2 FEET LOWER THAN THE RAIL.
 GR0735
 GR0735                          STATION RECOVERY (1982)
 GR0735
 GR0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0262 ***********************************************************************
 GR0262  DESIGNATION -  A 163
 GR0262  PID         -  GR0262
 GR0262  STATE/COUNTY-  NV/CLARK
 GR0262  USGS QUAD   -  DEVILS THROAT (1983)
 GR0262
 GR0262                         *CURRENT SURVEY CONTROL
 GR0262  ___________________________________________________________________
 GR0262* NAD 83(1986)-  36 27 02.     (N)    114 14 45.     (W)     SCALED    
 GR0262* NAVD 88     -       527.007  (meters)    1729.02   (feet)  POSTED    
 GR0262  ___________________________________________________________________
 GR0262  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 GR0262  DYNAMIC HT  -         526.500 (meters)    1727.36  (feet)  COMP
 GR0262  MODELED GRAV-     979,655.0   (mgal)                       NAVD 88
 GR0262
 GR0262  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0262
 GR0262.The horizontal coordinates were scaled from a topographic map and have
 GR0262.an estimated accuracy of +/- 6 seconds.
 GR0262
 GR0262.The orthometric height was determined by differential leveling
 GR0262.and adjusted by the National Geodetic Survey in 1992..
 GR0262.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0262.rate of 1.1 thru 2.0 mm/km.
 GR0262
 GR0262.The geoid height was determined by GEOID03.
 GR0262
 GR0262.The dynamic height is computed by dividing the NAVD 88
 GR0262.geopotential number by the normal gravity value computed on the
 GR0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0262.degrees latitude (g = 980.6199 gals.).
 GR0262
 GR0262.The modeled gravity was interpolated from observed gravity values.
 GR0262
 GR0262;                    North         East    Units  Estimated Accuracy
 GR0262;SPC NV E     - 8,189,490.      319,900.      MT  (+/- 180 meters Scaled)
 GR0262
 GR0262                          SUPERSEDED SURVEY CONTROL
 GR0262
 GR0262  NGVD 29 (??/??/92)  526.342  (m)         1726.84   (f) ADJ UNCH    1 1
 GR0262
 GR0262.Superseded values are not recommended for survey control.
 GR0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0262.See file dsdata.txt to determine how the superseded data were derived.
 GR0262
 GR0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA468374(NAD 83)
 GR0262_MARKER: DB = BENCH MARK DISK
 GR0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0262_STAMPING: A 163 1935
 GR0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0262+STABILITY: SURFACE MOTION
 GR0262
 GR0262  HISTORY     - Date     Condition        Report By
 GR0262  HISTORY     - 1935     MONUMENTED       CGS
 GR0262  HISTORY     - 1950     GOOD             NGS
 GR0262
 GR0262                          STATION DESCRIPTION
 GR0262
 GR0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0262'34.5 MI S FROM RIVERSIDE.
 GR0262'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0262'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0262'THENCE 7.4 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY
 GR0262'ROAD, IN GOLD BUTTE WASH, AT THE SOUTH EDGE, AT THE NORTHWEST BASE OF
 GR0262'A SMALL ROCKY POINT, 12 FEET EAST OF THE APPROXIMATE CENTER OF A SMALL
 GR0262'WASH, 3.7 FEET WEST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE
 GR0262'BED OF THE WASH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 GR0262'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0002 ***********************************************************************
 GR0002  DESIGNATION -  A 164
 GR0002  PID         -  GR0002
 GR0002  STATE/COUNTY-  NV/CLARK
 GR0002  USGS QUAD   -  OVERTON SE (1983)
 GR0002
 GR0002                         *CURRENT SURVEY CONTROL
 GR0002  ___________________________________________________________________
 GR0002* NAD 83(1986)-  36 30 06.     (N)    114 22 04.     (W)     SCALED    
 GR0002* NAVD 88     -       574.947  (meters)    1886.31   (feet)  POSTED    
 GR0002  ___________________________________________________________________
 GR0002  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 GR0002  DYNAMIC HT  -         574.390 (meters)    1884.48  (feet)  COMP
 GR0002  MODELED GRAV-     979,641.4   (mgal)                       NAVD 88
 GR0002
 GR0002  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0002
 GR0002.The horizontal coordinates were scaled from a topographic map and have
 GR0002.an estimated accuracy of +/- 6 seconds.
 GR0002
 GR0002.The orthometric height was determined by differential leveling
 GR0002.and adjusted by the National Geodetic Survey in 1992..
 GR0002.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0002.rate of 0.0 thru 1.0 mm/km.
 GR0002
 GR0002.The geoid height was determined by GEOID03.
 GR0002
 GR0002.The dynamic height is computed by dividing the NAVD 88
 GR0002.geopotential number by the normal gravity value computed on the
 GR0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0002.degrees latitude (g = 980.6199 gals.).
 GR0002
 GR0002.The modeled gravity was interpolated from observed gravity values.
 GR0002
 GR0002;                    North         East    Units  Estimated Accuracy
 GR0002;SPC NV E     - 8,195,020.      308,890.      MT  (+/- 180 meters Scaled)
 GR0002
 GR0002                          SUPERSEDED SURVEY CONTROL
 GR0002
 GR0002  NGVD 29 (??/??/92)  574.302  (m)         1884.19   (f) ADJ UNCH    1 1
 GR0002
 GR0002.Superseded values are not recommended for survey control.
 GR0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0002.See file dsdata.txt to determine how the superseded data were derived.
 GR0002
 GR0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA357428(NAD 83)
 GR0002_MARKER: DB = BENCH MARK DISK
 GR0002_SETTING: 66 = SET IN ROCK OUTCROP
 GR0002_SP_SET: BEDROCK
 GR0002_STAMPING: A 164 1935
 GR0002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0002+STABILITY: POSITION/ELEVATION WELL
 GR0002
 GR0002  HISTORY     - Date     Condition        Report By
 GR0002  HISTORY     - 1935     MONUMENTED       CGS
 GR0002  HISTORY     - 1935     GOOD             NGS
 GR0002  HISTORY     - 1979     GOOD             USGS
 GR0002
 GR0002                          STATION DESCRIPTION
 GR0002
 GR0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GR0002'10.6 MI E FROM OVERTON.
 GR0002'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT OVERTON,
 GR0002'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3 MILES NORTH
 GR0002'ALONG A GRADED ROAD, THENCE 2.7 MILES NORTHEAST ALONG A TRACK ROAD,
 GR0002'THENCE 5.7 MILES SOUTHEAST ACROSS MORMON MESA, THENCE 0.6 MILE
 GR0002'SOUTHEAST ALONG A PROMINENT RIDGE, ON THE EAST RIM OF A LARGE FLAT TOP
 GR0002'HILL, IN THE TOP OF A BEDROCK FLUSH WITH THE GROUND, 3.0 FEET EAST OF
 GR0002'A CAIRN AND A 2- BY 4-INCH WITNESS POST.
 GR0002
 GR0002                          STATION RECOVERY (1979)
 GR0002
 GR0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0002'OVERTON POST OFFICE, 4 MI NORTH AND EAST ALONG ROAD TO MORMON MESA.
 GR0002'THENCE 6.10 MI SE ALONG TRACK RD ON MORMON MESA, THENCE 0.6 MILE
 GR0002'SOUTHEAST ALONG A PROMINENT RIDGE, ON THE EAST RIM OF A LARGE FLAT
 GR0002'TOP HILL, IN THE TOP OF A BEDROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0027 ***********************************************************************
 GR0027  DESIGNATION -  A 165
 GR0027  PID         -  GR0027
 GR0027  STATE/COUNTY-  NV/CLARK
 GR0027  USGS QUAD   -  OVERTON (1983)
 GR0027
 GR0027                         *CURRENT SURVEY CONTROL
 GR0027  ___________________________________________________________________
 GR0027* NAD 83(1986)-  36 33 35.     (N)    114 26 24.     (W)     SCALED    
 GR0027* NAVD 88     -       408.857  (meters)    1341.39   (feet)  POSTED    
 GR0027  ___________________________________________________________________
 GR0027  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 GR0027  DYNAMIC HT  -         408.460 (meters)    1340.09  (feet)  COMP
 GR0027  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 GR0027
 GR0027  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0027
 GR0027.The horizontal coordinates were scaled from a topographic map and have
 GR0027.an estimated accuracy of +/- 6 seconds.
 GR0027
 GR0027.The orthometric height was determined by differential leveling
 GR0027.and adjusted by the National Geodetic Survey in 1992..
 GR0027.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0027.rate of 0.0 thru 1.0 mm/km.
 GR0027
 GR0027.The geoid height was determined by GEOID03.
 GR0027
 GR0027.The dynamic height is computed by dividing the NAVD 88
 GR0027.geopotential number by the normal gravity value computed on the
 GR0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0027.degrees latitude (g = 980.6199 gals.).
 GR0027
 GR0027.The modeled gravity was interpolated from observed gravity values.
 GR0027
 GR0027;                    North         East    Units  Estimated Accuracy
 GR0027;SPC NV E     - 8,201,380.      302,350.      MT  (+/- 180 meters Scaled)
 GR0027
 GR0027                          SUPERSEDED SURVEY CONTROL
 GR0027
 GR0027  NGVD 29 (??/??/92)  408.201  (m)         1339.24   (f) ADJ UNCH    1 1
 GR0027
 GR0027.Superseded values are not recommended for survey control.
 GR0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0027.See file dsdata.txt to determine how the superseded data were derived.
 GR0027
 GR0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA291490(NAD 83)
 GR0027_MARKER: DB = BENCH MARK DISK
 GR0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0027_STAMPING: A 165 1935
 GR0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0027+STABILITY: SURFACE MOTION
 GR0027
 GR0027  HISTORY     - Date     Condition        Report By
 GR0027  HISTORY     - 1935     MONUMENTED       CGS
 GR0027  HISTORY     - 1949     GOOD             NGS
 GR0027  HISTORY     - 1978     GOOD             USGS
 GR0027
 GR0027                          STATION DESCRIPTION
 GR0027
 GR0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0027'1.6 MI N FROM OVERTON.
 GR0027'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT OVERTON,
 GR0027'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3 MILES NORTH
 GR0027'ALONG A GRADED ROAD, 0.1 MILE SOUTHEAST OF THE ENTRANCE TO THE OVERTON
 GR0027'AIRPORT, AT THE NORTH SIDE OF THE OVERTON CEMETERY, 56.3 FEET NORTH OF
 GR0027'THE NORTHWEST CORNER OF A STEEL FENCE AROUND THE ANDERSON BURIAL PLOT,
 GR0027'31 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.8 FEET SOUTH
 GR0027'OF A CONCRETE WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 GR0027'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 GR0027
 GR0027                          STATION RECOVERY (1978)
 GR0027
 GR0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GR0027'OVERTON POST OFFICE, 1.4 MI N OF. AT OVERTON CEMETERY. NEAR CENTER OF
 GR0027'CEMETERY. 56 FT N OF THE NE CORNER OF A STEEL FENCE AROUND THE
 GR0027'ANDERSEN BURIAL PLOT. 32 FT N OF CENTERLINE OF ROAD. 3 FT S OF
 GR0027'CONCRETE WITNESS POST. SET IN CONCRETE POST FLUSH WITH GROUND.
 GR0027'STANDARD USC AND GS TABLET STAMPED A 165 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0444 ***********************************************************************
 GR0444  DESIGNATION -  A 167
 GR0444  PID         -  GR0444
 GR0444  STATE/COUNTY-  NV/CLARK
 GR0444  USGS QUAD   -  FRENCHMAN MTN (1983)
 GR0444
 GR0444                         *CURRENT SURVEY CONTROL
 GR0444  ___________________________________________________________________
 GR0444* NAD 83(1986)-  36 13 27.     (N)    114 53 27.     (W)     SCALED    
 GR0444* NAVD 88     -       551.671  (meters)    1809.94   (feet)  POSTED    
 GR0444  ___________________________________________________________________
 GR0444  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 GR0444  DYNAMIC HT  -         551.130 (meters)    1808.17  (feet)  COMP
 GR0444  MODELED GRAV-     979,638.0   (mgal)                       NAVD 88
 GR0444
 GR0444  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0444
 GR0444.The horizontal coordinates were scaled from a topographic map and have
 GR0444.an estimated accuracy of +/- 6 seconds.
 GR0444
 GR0444.The orthometric height was determined by differential leveling
 GR0444.and adjusted by the National Geodetic Survey in 1992..
 GR0444.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0444.rate of 0.0 thru 1.0 mm/km.
 GR0444
 GR0444.The geoid height was determined by GEOID03.
 GR0444
 GR0444.The dynamic height is computed by dividing the NAVD 88
 GR0444.geopotential number by the normal gravity value computed on the
 GR0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0444.degrees latitude (g = 980.6199 gals.).
 GR0444
 GR0444.The modeled gravity was interpolated from observed gravity values.
 GR0444
 GR0444;                    North         East    Units  Estimated Accuracy
 GR0444;SPC NV E     - 8,163,760.      262,260.      MT  (+/- 180 meters Scaled)
 GR0444
 GR0444                          SUPERSEDED SURVEY CONTROL
 GR0444
 GR0444  NGVD 29 (??/??/92)  550.995  (m)         1807.72   (f) ADJ UNCH    1 1
 GR0444
 GR0444.Superseded values are not recommended for survey control.
 GR0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0444.See file dsdata.txt to determine how the superseded data were derived.
 GR0444
 GR0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA895108(NAD 83)
 GR0444_MARKER: DB = BENCH MARK DISK
 GR0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0444_STAMPING: A 167 1935
 GR0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0444+STABILITY: SURFACE MOTION
 GR0444
 GR0444  HISTORY     - Date     Condition        Report By
 GR0444  HISTORY     - 1935     MONUMENTED       CGS
 GR0444  HISTORY     - 1963     GOOD             NGS
 GR0444
 GR0444                          STATION DESCRIPTION
 GR0444
 GR0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0444'10.4 MI S FROM APEX SIDING.
 GR0444'9.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM APEX SIDING, THENCE 0.8
 GR0444'MILE NORTHWEST ALONG A TRACK ROAD, 0.8 MILE NORTHWEST OF THE
 GR0444'FIBREBOARD PAPER PRODUCTS CORPORATION QUARRY, 180 YARDS SOUTHEAST OF
 GR0444'THE CENTER LINE OF THE ROAD, 58 YARDS SOUTH OF THE CENTER LINE OF AN
 GR0444'ABANDONED ROAD LEADING EAST, 3.2 FEET WEST OF A WITNESS POST, ABOUT
 GR0444'LEVEL WITH THE ABANDONED ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GR0444'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0005 ***********************************************************************
 FS0005  DESIGNATION -  A 169 RESET
 FS0005  PID         -  FS0005
 FS0005  STATE/COUNTY-  NV/CLARK
 FS0005  USGS QUAD   -  BOULDER CITY NW (1983)
 FS0005
 FS0005                         *CURRENT SURVEY CONTROL
 FS0005  ___________________________________________________________________
 FS0005* NAD 83(1986)-  35 58 31.     (N)    114 54 49.     (W)     SCALED    
 FS0005* NAVD 88     -       708.838  (meters)    2325.58   (feet)  ADJUSTED  
 FS0005  ___________________________________________________________________
 FS0005  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FS0005  DYNAMIC HT  -         708.109 (meters)    2323.19  (feet)  COMP
 FS0005  MODELED GRAV-     979,581.8   (mgal)                       NAVD 88
 FS0005
 FS0005  VERT ORDER  -  FIRST     CLASS I
 FS0005
 FS0005.The horizontal coordinates were scaled from a topographic map and have
 FS0005.an estimated accuracy of +/- 6 seconds.
 FS0005
 FS0005.The orthometric height was determined by differential leveling
 FS0005.and adjusted by the National Geodetic Survey in June 1991..
 FS0005
 FS0005.The geoid height was determined by GEOID03.
 FS0005
 FS0005.The dynamic height is computed by dividing the NAVD 88
 FS0005.geopotential number by the normal gravity value computed on the
 FS0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0005.degrees latitude (g = 980.6199 gals.).
 FS0005
 FS0005.The modeled gravity was interpolated from observed gravity values.
 FS0005
 FS0005;                    North         East    Units  Estimated Accuracy
 FS0005;SPC NV E     - 8,136,140.      260,400.      MT  (+/- 180 meters Scaled)
 FS0005
 FS0005                          SUPERSEDED SURVEY CONTROL
 FS0005
 FS0005  NGVD 29 (??/??/92)  708.138  (m)         2323.28   (f) ADJ UNCH    1 1
 FS0005
 FS0005.Superseded values are not recommended for survey control.
 FS0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0005.See file dsdata.txt to determine how the superseded data were derived.
 FS0005
 FS0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV881832(NAD 83)
 FS0005_MARKER: DB = BENCH MARK DISK
 FS0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0005_STAMPING: A 169 RESET 1949
 FS0005_MARK LOGO: CGS   
 FS0005_PROJECTION: PROJECTING 5 CENTIMETERS
 FS0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0005+STABILITY: SURFACE MOTION
 FS0005
 FS0005  HISTORY     - Date     Condition        Report By
 FS0005  HISTORY     - 1949     MONUMENTED       CGS
 FS0005  HISTORY     - 1963     GOOD             NGS
 FS0005  HISTORY     - 1980     GOOD             NGS
 FS0005  HISTORY     - 1981     GOOD             NGS
 FS0005
 FS0005                          STATION DESCRIPTION
 FS0005
 FS0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FS0005'0.4 MI NW FROM ALUNITE.
 FS0005'0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0005'U.S. HIGHWAY AT ALUNITE, AT THE NORTHWEST BASE OF A PROMINENT
 FS0005'ROCKY KNOLL, 105.9 FEET NORTHEAST OF THE CENTER LINE OF THE
 FS0005'NORTHEAST TRAFFIC LANES, 62 FEET NORTHEAST OF THE EAST END OF A
 FS0005'DOUBLE 48-INCH PIPE CULVERT, ABOUT 66 FEET SOUTHWEST OF THE
 FS0005'CENTER OF THE JUNCTION OF TWO WASHES, ABOUT LEVEL WITH THE
 FS0005'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 FS0005'FOOT ABOVE THE GROUND.
 FS0005
 FS0005                          STATION RECOVERY (1980)
 FS0005
 FS0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FS0005'29.9 KILOMETERS (18.6 MILES) SOUTHEAST ALONG U. S. HIGHWAY 93 AND 95
 FS0005'FROM THE UNION PACIFIC RAILROAD STATION (UNION PLAZA HOTEL) IN LAS
 FS0005'VEGAS, 0.4 KILOMETER (0.25 MILE) SOUTH OF THE CROSSING OF THE UNION
 FS0005'PACIFIC RAIROAD, ON THE NORTH SLOPE OF THE FIRST LOW HILL OF OUTCROP
 FS0005'SOUTH OF THE RAILROAD CROSSING, 34.0 METERS (111 FEET) EAST OF THE
 FS0005'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 21.2 METERS
 FS0005'(69 FEET) EAST OF THE SOUTH END OF A DOUBLE METAL PIPE CULVERT
 FS0005'HEADWALL AND 11.4 METERS (37.3 FEET) EAST-NORTHEAST OF BENCH MARK
 FS0005'P 364.
 FS0005'THE MARK IS 10.7 METERS  NE FROM A WITNESS POST.
 FS0005'THE MARK IS 1 M BELOW THE HIGHWAY.
 FS0005
 FS0005                          STATION RECOVERY (1981)
 FS0005
 FS0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0101 ***********************************************************************
 GS0101  DESIGNATION -  A 17
 GS0101  PID         -  GS0101
 GS0101  STATE/COUNTY-  NV/NYE
 GS0101  USGS QUAD   -  STRIPED HILLS (1983)
 GS0101
 GS0101                         *CURRENT SURVEY CONTROL
 GS0101  ___________________________________________________________________
 GS0101* NAD 83(1986)-  36 37 49.     (N)    116 20 36.     (W)     SCALED    
 GS0101* NAVD 88     -       852.671  (meters)    2797.47   (feet)  POSTED    
 GS0101  ___________________________________________________________________
 GS0101  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GS0101  DYNAMIC HT  -         851.800 (meters)    2794.61  (feet)  COMP
 GS0101  MODELED GRAV-     979,584.3   (mgal)                       NAVD 88
 GS0101
 GS0101  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GS0101
 GS0101.The horizontal coordinates were scaled from a topographic map and have
 GS0101.an estimated accuracy of +/- 6 seconds.
 GS0101
 GS0101.The orthometric height was determined by differential leveling
 GS0101.and adjusted by the National Geodetic Survey in 1992..
 GS0101.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GS0101.rate of 0.0 thru 1.0 mm/km.
 GS0101
 GS0101.The geoid height was determined by GEOID03.
 GS0101
 GS0101.The dynamic height is computed by dividing the NAVD 88
 GS0101.geopotential number by the normal gravity value computed on the
 GS0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0101.degrees latitude (g = 980.6199 gals.).
 GS0101
 GS0101.The modeled gravity was interpolated from observed gravity values.
 GS0101
 GS0101;                    North         East    Units  Estimated Accuracy
 GS0101;SPC NV C     - 6,208,650.      528,920.      MT  (+/- 180 meters Scaled)
 GS0101
 GS0101                          SUPERSEDED SURVEY CONTROL
 GS0101
 GS0101  NGVD 29 (??/??/??)  851.860  (m)         2794.81   (f) ADJUSTED    1 2
 GS0101
 GS0101.Superseded values are not recommended for survey control.
 GS0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0101.See file dsdata.txt to determine how the superseded data were derived.
 GS0101
 GS0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA587540(NAD 83)
 GS0101_MARKER: DB = BENCH MARK DISK
 GS0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0101_STAMPING: 2794.811
 GS0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0101+STABILITY: SURFACE MOTION
 GS0101
 GS0101  HISTORY     - Date     Condition        Report By
 GS0101  HISTORY     - UNK      MONUMENTED       CGS
 GS0101  HISTORY     - 1934     GOOD             NGS
 GS0101
 GS0101                          STATION DESCRIPTION
 GS0101
 GS0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GS0101'3 MI E FROM LATHROP WELLS.
 GS0101'3.0 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF THE
 GS0101'Y-JUNCTION OF STATE HIGHWAY 29 AT LATHROP WELLS, NYE COUNTY,
 GS0101'AND 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 GS0101'DISK, STAMPED 2794.811 AND SET IN THE TOP OF A CONCRETE POST
 GS0101'PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0443 ***********************************************************************
 GS0443  DESIGNATION -  A 17 RESET
 GS0443  PID         -  GS0443
 GS0443  STATE/COUNTY-  NV/NYE
 GS0443  USGS QUAD   -  STRIPED HILLS (1983)
 GS0443
 GS0443                         *CURRENT SURVEY CONTROL
 GS0443  ___________________________________________________________________
 GS0443* NAD 83(1986)-  36 37 53.     (N)    116 20 38.     (W)     SCALED    
 GS0443* NAVD 88     -       852.333  (meters)    2796.36   (feet)  ADJUSTED  
 GS0443  ___________________________________________________________________
 GS0443  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GS0443  DYNAMIC HT  -         851.465 (meters)    2793.51  (feet)  COMP
 GS0443  MODELED GRAV-     979,584.5   (mgal)                       NAVD 88
 GS0443
 GS0443  VERT ORDER  -  FIRST     CLASS II
 GS0443
 GS0443.The horizontal coordinates were scaled from a topographic map and have
 GS0443.an estimated accuracy of +/- 6 seconds.
 GS0443
 GS0443.The orthometric height was determined by differential leveling
 GS0443.and adjusted by the National Geodetic Survey in June 1991..
 GS0443
 GS0443.The geoid height was determined by GEOID03.
 GS0443
 GS0443.The dynamic height is computed by dividing the NAVD 88
 GS0443.geopotential number by the normal gravity value computed on the
 GS0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0443.degrees latitude (g = 980.6199 gals.).
 GS0443
 GS0443.The modeled gravity was interpolated from observed gravity values.
 GS0443
 GS0443;                    North         East    Units  Estimated Accuracy
 GS0443;SPC NV C     - 6,208,770.      528,870.      MT  (+/- 180 meters Scaled)
 GS0443
 GS0443                          SUPERSEDED SURVEY CONTROL
 GS0443
 GS0443  NGVD 29 (05/01/91)  851.527  (m)         2793.72   (f) ADJUSTED    1 2
 GS0443
 GS0443.Superseded values are not recommended for survey control.
 GS0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0443.See file dsdata.txt to determine how the superseded data were derived.
 GS0443
 GS0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA586541(NAD 83)
 GS0443_MARKER: DB = BENCH MARK DISK
 GS0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0443_SP_SET: CONCRETE POST
 GS0443_STAMPING: A 17 RESET 1977
 GS0443_MARK LOGO: NGS   
 GS0443_PROJECTION: FLUSH
 GS0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0443+STABILITY: SURFACE MOTION
 GS0443
 GS0443  HISTORY     - Date     Condition        Report By
 GS0443  HISTORY     - 1977     MONUMENTED       NVDH
 GS0443  HISTORY     - 1982     GOOD             NGS
 GS0443  HISTORY     - 1983     GOOD             NGS
 GS0443
 GS0443                          STATION DESCRIPTION
 GS0443
 GS0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0443'5.2 KM(3.25 MI) EAST FROM LATHROP WELLS.
 GS0443'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS--5.2 KM
 GS0443'(3.25 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 GS0443'HIGHWAY 373 AT LATHROP WELLS, 0.1 KM (0.05 MI) EAST OF THE T JUNCTION
 GS0443'OF A DIRT ROAD LEADING NORTH, 64.7 METERS (212 FT) SOUTHWEST OF MILE
 GS0443'POST 27, 44.9 METERS (147 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GS0443'16.2 METERS (53 FT) NORTH OF THE RIGHT OF WAY FENCE.
 GS0443'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 GS0443'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GS0443
 GS0443                          STATION RECOVERY (1983)
 GS0443
 GS0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0909 ***********************************************************************
 GR0909  DESIGNATION -  A 171
 GR0909  PID         -  GR0909
 GR0909  STATE/COUNTY-  NV/CLARK
 GR0909  USGS QUAD   -  VALLEY (1982)
 GR0909
 GR0909                         *CURRENT SURVEY CONTROL
 GR0909  ___________________________________________________________________
 GR0909* NAD 83(1986)-  36 15 22.     (N)    115 05 24.     (W)     SCALED    
 GR0909* NAVD 88     -       593.097  (meters)    1945.85   (feet)  ADJUSTED  
 GR0909  ___________________________________________________________________
 GR0909  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR0909  DYNAMIC HT  -         592.489 (meters)    1943.86  (feet)  COMP
 GR0909  MODELED GRAV-     979,589.3   (mgal)                       NAVD 88
 GR0909
 GR0909  VERT ORDER  -  FIRST     CLASS I
 GR0909
 GR0909.The horizontal coordinates were scaled from a topographic map and have
 GR0909.an estimated accuracy of +/- 6 seconds.
 GR0909
 GR0909.The orthometric height was determined by differential leveling
 GR0909.and adjusted by the National Geodetic Survey in June 1991..
 GR0909
 GR0909.The geoid height was determined by GEOID03.
 GR0909
 GR0909.The dynamic height is computed by dividing the NAVD 88
 GR0909.geopotential number by the normal gravity value computed on the
 GR0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0909.degrees latitude (g = 980.6199 gals.).
 GR0909
 GR0909.The modeled gravity was interpolated from observed gravity values.
 GR0909
 GR0909;                    North         East    Units  Estimated Accuracy
 GR0909;SPC NV E     - 8,167,200.      244,330.      MT  (+/- 180 meters Scaled)
 GR0909
 GR0909                          SUPERSEDED SURVEY CONTROL
 GR0909
 GR0909  NGVD 29 (??/??/92)  592.394  (m)         1943.55   (f) ADJ UNCH    1 1
 GR0909
 GR0909.Superseded values are not recommended for survey control.
 GR0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0909.See file dsdata.txt to determine how the superseded data were derived.
 GR0909
 GR0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA715140(NAD 83)
 GR0909_MARKER: DB = BENCH MARK DISK
 GR0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0909_STAMPING: A 171 1935
 GR0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0909+STABILITY: SURFACE MOTION
 GR0909
 GR0909  HISTORY     - Date     Condition        Report By
 GR0909  HISTORY     - 1935     MONUMENTED       CGS
 GR0909  HISTORY     - 1950     GOOD             NGS
 GR0909  HISTORY     - 1963     GOOD             NGS
 GR0909  HISTORY     - 1980     GOOD             NGS
 GR0909  HISTORY     - 19870725 SEE DESCRIPTION  LOCSUR
 GR0909
 GR0909                          STATION DESCRIPTION
 GR0909
 GR0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0909'7.1 MI NE FROM LAS VEGAS.
 GR0909'7.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0909'AT LAS VEGAS, 1.5 MILES SOUTH OF VALLEY SIDING, 15 RAILS NORTH OF
 GR0909'CONCRETE CULVERT NO. 340.88, 112 1/2 FEET SOUTHEAST OF AND ACROSS THE
 GR0909'TRACKS FROM MILEPOLE 341, 45.5 FEET EAST OF THE EAST RAIL, 32 FEET
 GR0909'SOUTH OF A POWER LINE POLE, 2.8 FEET SOUTH OF A WITNESS POST, 1.0 FOOT
 GR0909'WEST OF A WIRE FENCE, ABOUT 7 FEET LOWER THAN THE TRACK, AND SET IN
 GR0909'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GR0909
 GR0909                          STATION RECOVERY (1963)
 GR0909
 GR0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0909'RECOVERED IN GOOD CONDITION.
 GR0909
 GR0909                          STATION RECOVERY (1980)
 GR0909
 GR0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR0909'RECOVERED IN GOOD CONDITION.
 GR0909
 GR0909                          STATION RECOVERY (1987)
 GR0909
 GR0909'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GR0909'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0502 ***********************************************************************
 GR0502  DESIGNATION -  A 172
 GR0502  PID         -  GR0502
 GR0502  STATE/COUNTY-  NV/CLARK
 GR0502  USGS QUAD   -  BOULDER CANYON (1983)
 GR0502
 GR0502                         *CURRENT SURVEY CONTROL
 GR0502  ___________________________________________________________________
 GR0502* NAD 83(1986)-  36 10 29.     (N)    114 33 23.     (W)     SCALED    
 GR0502* NAVD 88     -       378.865  (meters)    1242.99   (feet)  POSTED    
 GR0502  ___________________________________________________________________
 GR0502  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 GR0502  DYNAMIC HT  -         378.500 (meters)    1241.80  (feet)  COMP
 GR0502  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 GR0502
 GR0502  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0502
 GR0502.The horizontal coordinates were scaled from a topographic map and have
 GR0502.an estimated accuracy of +/- 6 seconds.
 GR0502
 GR0502.The orthometric height was determined by differential leveling
 GR0502.and adjusted by the National Geodetic Survey in 1992..
 GR0502.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0502.rate of 0.0 thru 1.0 mm/km.
 GR0502
 GR0502.The geoid height was determined by GEOID03.
 GR0502
 GR0502.The dynamic height is computed by dividing the NAVD 88
 GR0502.geopotential number by the normal gravity value computed on the
 GR0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0502.degrees latitude (g = 980.6199 gals.).
 GR0502
 GR0502.The modeled gravity was interpolated from observed gravity values.
 GR0502
 GR0502;                    North         East    Units  Estimated Accuracy
 GR0502;SPC NV E     - 8,158,550.      292,380.      MT  (+/- 180 meters Scaled)
 GR0502
 GR0502                          SUPERSEDED SURVEY CONTROL
 GR0502
 GR0502  NGVD 29 (??/??/92)  378.184  (m)         1240.76   (f) ADJ UNCH    1 1
 GR0502
 GR0502.Superseded values are not recommended for survey control.
 GR0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0502.See file dsdata.txt to determine how the superseded data were derived.
 GR0502
 GR0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA197060(NAD 83)
 GR0502_MARKER: DB = BENCH MARK DISK
 GR0502_SETTING: 66 = SET IN ROCK OUTCROP
 GR0502_SP_SET: GRAY OUTCROP
 GR0502_STAMPING: A 172 1935
 GR0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0502+STABILITY: POSITION/ELEVATION WELL
 GR0502
 GR0502  HISTORY     - Date     Condition        Report By
 GR0502  HISTORY     - 1935     MONUMENTED       CGS
 GR0502  HISTORY     - 1950     GOOD             NGS
 GR0502  HISTORY     - 1963     GOOD             NGS
 GR0502
 GR0502                          STATION DESCRIPTION
 GR0502
 GR0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0502'0.3 MI NW FROM MOUTH OF BOULDER WASH.
 GR0502'0.3 MILE NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0502'WASH, IN BOULDER WASH, IN THE TOP OF A GRAY OUTCROP, AT THE BASE OF
 GR0502'THE WEST WALL OF THE WASH, SOUTHWEST OF AND ACROSS THE WASH FROM THE
 GR0502'MOUTH OF A WIDE WASH ENTERING BOULDER WASH FROM THE NORTHEAST, 45 FEET
 GR0502'WEST OF THE APPROXIMATE CENTER OF THE WASH, ABOUT 4 FEET HIGHER THAN
 GR0502'THE BED OF THE WASH, AND MARKED BY THE WHITE PAINTED LETTERS BM.
 GR0502
 GR0502                          STATION RECOVERY (1963)
 GR0502
 GR0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0460 ***********************************************************************
 GR0460  DESIGNATION -  A 173
 GR0460  PID         -  GR0460
 GR0460  STATE/COUNTY-  NV/CLARK
 GR0460  USGS QUAD   -  CALLVILLE BAY (1983)
 GR0460
 GR0460                         *CURRENT SURVEY CONTROL
 GR0460  ___________________________________________________________________
 GR0460* NAD 83(1986)-  36 12 06.     (N)    114 44 19.     (W)     SCALED    
 GR0460* NAVD 88     -       551.420  (meters)    1809.12   (feet)  POSTED    
 GR0460  ___________________________________________________________________
 GR0460  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 GR0460  DYNAMIC HT  -         550.880 (meters)    1807.35  (feet)  COMP
 GR0460  MODELED GRAV-     979,632.6   (mgal)                       NAVD 88
 GR0460
 GR0460  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0460
 GR0460.The horizontal coordinates were scaled from a topographic map and have
 GR0460.an estimated accuracy of +/- 6 seconds.
 GR0460
 GR0460.The orthometric height was determined by differential leveling
 GR0460.and adjusted by the National Geodetic Survey in 1992..
 GR0460.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0460.rate of 2.1 thru 3.0 mm/km.
 GR0460
 GR0460.The geoid height was determined by GEOID03.
 GR0460
 GR0460.The dynamic height is computed by dividing the NAVD 88
 GR0460.geopotential number by the normal gravity value computed on the
 GR0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0460.degrees latitude (g = 980.6199 gals.).
 GR0460
 GR0460.The modeled gravity was interpolated from observed gravity values.
 GR0460
 GR0460;                    North         East    Units  Estimated Accuracy
 GR0460;SPC NV E     - 8,161,380.      275,960.      MT  (+/- 180 meters Scaled)
 GR0460
 GR0460                          SUPERSEDED SURVEY CONTROL
 GR0460
 GR0460  NGVD 29 (??/??/92)  550.743  (m)         1806.90   (f) ADJ UNCH    1 1
 GR0460
 GR0460.Superseded values are not recommended for survey control.
 GR0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0460.See file dsdata.txt to determine how the superseded data were derived.
 GR0460
 GR0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA033086(NAD 83)
 GR0460_MARKER: DB = BENCH MARK DISK
 GR0460_SETTING: 80 = SET IN A BOULDER
 GR0460_SP_SET: BOULDER
 GR0460_STAMPING: A 173 1935
 GR0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0460+STABILITY: SURFACE MOTION
 GR0460
 GR0460  HISTORY     - Date     Condition        Report By
 GR0460  HISTORY     - 1935     MONUMENTED       CGS
 GR0460  HISTORY     - 1963     GOOD             NGS
 GR0460  HISTORY     - 1979     GOOD             USGS
 GR0460
 GR0460                          STATION DESCRIPTION
 GR0460
 GR0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0460'20.9 MI SE FROM APEX SIDING.
 GR0460'9.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM APEX SIDING, THENCE 11.3
 GR0460'MILES EAST ALONG A TRACK ROAD, IN THE APPROXIMATE CENTER OF A WASH, IN
 GR0460'THE TOP OF A FLAT 4 BY 5-FOOT BOULDER, 150 FEET WEST OF THE CENTER
 GR0460'LINE OF THE ROAD, 60 FEET WEST OF THE CENTER LINE OF A TRACK ROAD
 GR0460'LEADING DOWN THE WASH, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND
 GR0460'MARKED BY THE WHITE PAINTED LETTERS BM.
 GR0460
 GR0460                          STATION RECOVERY (1979)
 GR0460
 GR0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0460'STATE ROUTE 167 (NORTH SHORE ROAD) AND WEST END WASH. 0.8 MILE NORTH
 GR0460'IN WEST END WASH. IN THE CENTER OF A SMALL WASH. A STANDARD USC AND
 GR0460'GS TABLET STAMPED A 173 1935 AND SET IN THE TOP OF A FLAT 4 X 5 FOOT
 GR0460'BOULDER 3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0571 ***********************************************************************
 GR0571  DESIGNATION -  A 174
 GR0571  PID         -  GR0571
 GR0571  STATE/COUNTY-  NV/CLARK
 GR0571  USGS QUAD   -  HOOVER DAM (1997)
 GR0571
 GR0571                         *CURRENT SURVEY CONTROL
 GR0571  ___________________________________________________________________
 GR0571* NAD 83(1986)-  36 00 51.     (N)    114 44 31.     (W)     SCALED    
 GR0571* NAVD 88     -       389.740  (meters)    1278.67   (feet)  ADJUSTED  
 GR0571  ___________________________________________________________________
 GR0571  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0571  DYNAMIC HT  -         389.358 (meters)    1277.42  (feet)  COMP
 GR0571  MODELED GRAV-     979,640.8   (mgal)                       NAVD 88
 GR0571
 GR0571  VERT ORDER  -  FIRST     CLASS I
 GR0571
 GR0571.The horizontal coordinates were scaled from a topographic map and have
 GR0571.an estimated accuracy of +/- 6 seconds.
 GR0571
 GR0571.The orthometric height was determined by differential leveling
 GR0571.and adjusted by the National Geodetic Survey in June 1991..
 GR0571
 GR0571.The geoid height was determined by GEOID03.
 GR0571
 GR0571.The dynamic height is computed by dividing the NAVD 88
 GR0571.geopotential number by the normal gravity value computed on the
 GR0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0571.degrees latitude (g = 980.6199 gals.).
 GR0571
 GR0571.The modeled gravity was interpolated from observed gravity values.
 GR0571
 GR0571;                    North         East    Units  Estimated Accuracy
 GR0571;SPC NV E     - 8,140,570.      275,840.      MT  (+/- 180 meters Scaled)
 GR0571
 GR0571                          SUPERSEDED SURVEY CONTROL
 GR0571
 GR0571  NGVD 29 (??/??/92)  389.032  (m)         1276.35   (f) ADJ UNCH    1 1
 GR0571
 GR0571.Superseded values are not recommended for survey control.
 GR0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0571.See file dsdata.txt to determine how the superseded data were derived.
 GR0571
 GR0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV034878(NAD 83)
 GR0571_MARKER: DB = BENCH MARK DISK
 GR0571_SETTING: 66 = SET IN ROCK OUTCROP
 GR0571_SP_SET: ROCK CUFF
 GR0571_STAMPING: A 174 1935
 GR0571_MARK LOGO: CGS   
 GR0571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0571+STABILITY: POSITION/ELEVATION WELL
 GR0571
 GR0571  HISTORY     - Date     Condition        Report By
 GR0571  HISTORY     - 1935     MONUMENTED       CGS
 GR0571  HISTORY     - 1950     GOOD             NGS
 GR0571  HISTORY     - 1963     GOOD             NGS
 GR0571  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0571  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0571  HISTORY     - 19961102 MARK NOT FOUND   USPSQD
 GR0571
 GR0571                          STATION DESCRIPTION
 GR0571
 GR0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0571'0.3 MI SW FROM HOOVER DAM.
 GR0571'0.3 MILE SOUTHWEST ALONG U. S. HIGHWAY 93 FROM THE NORTHWEST (NEVADA)
 GR0571'END OF HOOVER DAM, 82.2 FEET WEST OF AND ACROSS THE HIGHWAY FROM THE
 GR0571'WEST SIDE OF A SMALL INFORMATION BOOTH AT A LOOKOUT POINT, IN THE TOP
 GR0571'OF A LEDGE AT THE BASE OF A VERTICAL ROCK CLIFF, 19.1 FEET WEST OF THE
 GR0571'CENTER LINE OF THE HGIHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 GR0571
 GR0571                          STATION RECOVERY (1963)
 GR0571
 GR0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0571'RECOVERED IN GOOD CONDITION.
 GR0571
 GR0571                          STATION RECOVERY (1979)
 GR0571
 GR0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0571'MARK NOT FOUND.
 GR0571
 GR0571                          STATION RECOVERY (1979)
 GR0571
 GR0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0571'MARK NOT FOUND.
 GR0571
 GR0571                          STATION RECOVERY (1996)
 GR0571
 GR0571'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0354 ***********************************************************************
 GR0354  DESIGNATION -  A 175
 GR0354  PID         -  GR0354
 GR0354  STATE/COUNTY-  NV/CLARK
 GR0354  USGS QUAD   -  GOLD BUTTE (1984)
 GR0354
 GR0354                         *CURRENT SURVEY CONTROL
 GR0354  ___________________________________________________________________
 GR0354* NAD 83(1986)-  36 19 43.     (N)    114 14 03.     (W)     SCALED    
 GR0354* NAVD 88     -       978.308  (meters)    3209.67   (feet)  POSTED    
 GR0354  ___________________________________________________________________
 GR0354  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 GR0354  DYNAMIC HT  -         977.300 (meters)    3206.36  (feet)  COMP
 GR0354  MODELED GRAV-     979,567.3   (mgal)                       NAVD 88
 GR0354
 GR0354  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0354
 GR0354.The horizontal coordinates were scaled from a topographic map and have
 GR0354.an estimated accuracy of +/- 6 seconds.
 GR0354
 GR0354.The orthometric height was determined by differential leveling
 GR0354.and adjusted by the National Geodetic Survey in 1992..
 GR0354.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0354.rate of 0.0 thru 1.0 mm/km.
 GR0354
 GR0354.The geoid height was determined by GEOID03.
 GR0354
 GR0354.The dynamic height is computed by dividing the NAVD 88
 GR0354.geopotential number by the normal gravity value computed on the
 GR0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0354.degrees latitude (g = 980.6199 gals.).
 GR0354
 GR0354.The modeled gravity was interpolated from observed gravity values.
 GR0354
 GR0354;                    North         East    Units  Estimated Accuracy
 GR0354;SPC NV E     - 8,175,980.      321,130.      MT  (+/- 180 meters Scaled)
 GR0354
 GR0354                          SUPERSEDED SURVEY CONTROL
 GR0354
 GR0354  NGVD 29 (??/??/92)  977.593  (m)         3207.32   (f) ADJ UNCH    1 1
 GR0354
 GR0354.Superseded values are not recommended for survey control.
 GR0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0354.See file dsdata.txt to determine how the superseded data were derived.
 GR0354
 GR0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA482239(NAD 83)
 GR0354_MARKER: DB = BENCH MARK DISK
 GR0354_SETTING: 66 = SET IN ROCK OUTCROP
 GR0354_SP_SET: LIMESTONE OUTCROP
 GR0354_STAMPING: A 175 1935
 GR0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0354+STABILITY: POSITION/ELEVATION WELL
 GR0354
 GR0354  HISTORY     - Date     Condition        Report By
 GR0354  HISTORY     - 1935     MONUMENTED       CGS
 GR0354  HISTORY     - 1950     GOOD             NGS
 GR0354
 GR0354                          STATION DESCRIPTION
 GR0354
 GR0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0354'4.7 MI NW FROM GOLD BUTTE RANCHHOUSE.
 GR0354'4.7 MILES NORTHWEST ALONG AN ABANDONED ROAD AND GOLD BUTTE WASH FROM
 GR0354'THE GOLD BUTTE RANCHHOUSE, IN THE TOP OF A LIMESTONE OUTCROP, ON THE
 GR0354'EAST SLOPE OF A RIDGE, ON THE INSIDE OF A CURVE, 56.5 FEET NORTHEAST
 GR0354'OF BENCH MARK 3212 (USGS), 38 FEET WEST OF THE CENTER LINE OF THE
 GR0354'ROAD, 26 1/2 FEET NORTH OF A 14-INCH JOSHUA TREE, 1.3 FEET EAST OF A
 GR0354'SMALL CAIRN, ABOUT 5 FEET HIGHER THAN THE ROAD, AND MARKED BY THE
 GR0354'WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0321 ***********************************************************************
 GR0321  DESIGNATION -  A 176
 GR0321  PID         -  GR0321
 GR0321  STATE/COUNTY-  NV/CLARK
 GR0321  USGS QUAD   -  JUMBO PEAK (1983)
 GR0321
 GR0321                         *CURRENT SURVEY CONTROL
 GR0321  ___________________________________________________________________
 GR0321* NAD 83(1986)-  36 08 59.     (N)    114 11 38.     (W)     SCALED    
 GR0321* NAVD 88     -       917.919  (meters)    3011.54   (feet)  POSTED    
 GR0321  ___________________________________________________________________
 GR0321  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 GR0321  DYNAMIC HT  -         916.960 (meters)    3008.39  (feet)  COMP
 GR0321  MODELED GRAV-     979,552.6   (mgal)                       NAVD 88
 GR0321
 GR0321  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0321
 GR0321.The horizontal coordinates were scaled from a topographic map and have
 GR0321.an estimated accuracy of +/- 6 seconds.
 GR0321
 GR0321.The orthometric height was determined by differential leveling
 GR0321.and adjusted by the National Geodetic Survey in 1992..
 GR0321.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0321.rate of 0.0 thru 1.0 mm/km.
 GR0321
 GR0321.The geoid height was determined by GEOID03.
 GR0321
 GR0321.The dynamic height is computed by dividing the NAVD 88
 GR0321.geopotential number by the normal gravity value computed on the
 GR0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0321.degrees latitude (g = 980.6199 gals.).
 GR0321
 GR0321.The modeled gravity was interpolated from observed gravity values.
 GR0321
 GR0321;                    North         East    Units  Estimated Accuracy
 GR0321;SPC NV E     - 8,156,180.      325,030.      MT  (+/- 180 meters Scaled)
 GR0321
 GR0321                          SUPERSEDED SURVEY CONTROL
 GR0321
 GR0321  NGVD 29 (??/??/92)  917.184  (m)         3009.13   (f) ADJ UNCH    1 1
 GR0321
 GR0321.Superseded values are not recommended for survey control.
 GR0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0321.See file dsdata.txt to determine how the superseded data were derived.
 GR0321
 GR0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA524042(NAD 83)
 GR0321_MARKER: DB = BENCH MARK DISK
 GR0321_SETTING: 66 = SET IN ROCK OUTCROP
 GR0321_SP_SET: GRANITE OUTCROP
 GR0321_STAMPING: A 176 1935
 GR0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0321+STABILITY: POSITION/ELEVATION WELL
 GR0321
 GR0321  HISTORY     - Date     Condition        Report By
 GR0321  HISTORY     - 1935     MONUMENTED       CGS
 GR0321  HISTORY     - 1950     GOOD             NGS
 GR0321
 GR0321                          STATION DESCRIPTION
 GR0321
 GR0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0321'1.7 MI NE FROM LAKE SHORE MINE.
 GR0321'0.4 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, THENCE
 GR0321'0.1 MILE EAST ACROSS A RIDGE, THENCE 1.2 MILE NORTHWEST ALONG A WASH,
 GR0321'0.35 MILE SOUTHEAST OF BENCH MARK Z 175, IN THE TOP OF A GRAY GRANITE
 GR0321'OUTCROP RUNNING NORTH AND SOUTH ACROSS THE WASH, 250 YARDS NORTHWEST
 GR0321'OF THE APPROXIMATE CENTER OF THE MOUTH OF A WASH ENTERING THE MAIN
 GR0321'WASH FROM THE NORTH, 16 FEET NORTHEAST OF TWO SMALL YUCCA TREES, 8
 GR0321'FEET SOUTH OF AND BELOW A CAIRN WHICH IS ON THE NORTH BANK OF THE
 GR0321'WASH, ABOUT 2 1/2 FEET HIGHER THAN THE BED OF THE WASH, AND MARKED BY
 GR0321'THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0599 ***********************************************************************
 HQ0599  DESIGNATION -  A 179
 HQ0599  PID         -  HQ0599
 HQ0599  STATE/COUNTY-  NV/ESMERALDA
 HQ0599  USGS QUAD   -  ALKALI (1970)
 HQ0599
 HQ0599                         *CURRENT SURVEY CONTROL
 HQ0599  ___________________________________________________________________
 HQ0599* NAD 83(1986)-  37 50 47.     (N)    117 15 03.     (W)     SCALED    
 HQ0599* NAVD 88     -      1530.735  (meters)    5022.09   (feet)  ADJUSTED  
 HQ0599  ___________________________________________________________________
 HQ0599  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HQ0599  DYNAMIC HT  -        1529.070 (meters)    5016.62  (feet)  COMP
 HQ0599  MODELED GRAV-     979,488.9   (mgal)                       NAVD 88
 HQ0599
 HQ0599  VERT ORDER  -  FIRST     CLASS II
 HQ0599
 HQ0599.The horizontal coordinates were scaled from a topographic map and have
 HQ0599.an estimated accuracy of +/- 6 seconds.
 HQ0599
 HQ0599.The orthometric height was determined by differential leveling
 HQ0599.and adjusted by the National Geodetic Survey in June 1991..
 HQ0599
 HQ0599.The geoid height was determined by GEOID03.
 HQ0599
 HQ0599.The dynamic height is computed by dividing the NAVD 88
 HQ0599.geopotential number by the normal gravity value computed on the
 HQ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0599.degrees latitude (g = 980.6199 gals.).
 HQ0599
 HQ0599.The modeled gravity was interpolated from observed gravity values.
 HQ0599
 HQ0599;                    North         East    Units  Estimated Accuracy
 HQ0599;SPC NV W     - 4,344,390.      917,270.      MT  (+/- 180 meters Scaled)
 HQ0599
 HQ0599                          SUPERSEDED SURVEY CONTROL
 HQ0599
 HQ0599  NGVD 29 (05/01/91) 1529.632  (m)         5018.47   (f) ADJUSTED    1 2
 HQ0599
 HQ0599.Superseded values are not recommended for survey control.
 HQ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0599.See file dsdata.txt to determine how the superseded data were derived.
 HQ0599
 HQ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB779888(NAD 83)
 HQ0599_MARKER: DB = BENCH MARK DISK
 HQ0599_SETTING: 80 = SET IN A BOULDER
 HQ0599_SP_SET: BOULDER
 HQ0599_STAMPING: A 179 1958
 HQ0599_MARK LOGO: CGS   
 HQ0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0599+STABILITY: SURFACE MOTION
 HQ0599
 HQ0599  HISTORY     - Date     Condition        Report By
 HQ0599  HISTORY     - 1958     MONUMENTED       CGS
 HQ0599  HISTORY     - 1983     GOOD             NGS
 HQ0599
 HQ0599                          STATION DESCRIPTION
 HQ0599
 HQ0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0599'10.5 MI N FROM GOLDFIELD.
 HQ0599'9.9 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0599'AT GOLDFIELD, THENCE 0.6 MILE WEST ALONG A TRACK ROAD, IN THE
 HQ0599'APPROXIMATE CENTER OF A 300 YARD WIDE GULLY, IN THE TOP OF A
 HQ0599'2-BY 3-FOOT GRAY BOULDER WHICH PROJECTS 1/2 FOOT ABOVE THE
 HQ0599'GROUND, 11 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.5
 HQ0599'FEET NORTH OF A WITNESS POST, AND 1 FOOT HIGHER THAN THE ROAD.
 HQ0599
 HQ0599                          STATION RECOVERY (1983)
 HQ0599
 HQ0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0599'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.9 KM
 HQ0599'(9.9 MI) NORTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN GOLDFIELD,
 HQ0599'THENCE 0.8 KM (0.5 MI) WEST ALONG A DIRT ROAD, IN TOP OF A 2- BY
 HQ0599'4-FOOT BOULDER PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND AND
 HQ0599'IN THE BOTTOM OF A LARGE DRY WASH, 3.3 METERS (11 FT) SOUTH OF THE
 HQ0599'CENTER OF THE DIRT ROAD.
 HQ0599'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 HQ0599'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1153 ***********************************************************************
 GR1153  DESIGNATION -  A 18
 GR1153  PID         -  GR1153
 GR1153  STATE/COUNTY-  NV/CLARK
 GR1153  USGS QUAD   -  TULE SPRINGS PARK (1983)
 GR1153
 GR1153                         *CURRENT SURVEY CONTROL
 GR1153  ___________________________________________________________________
 GR1153* NAD 83(1986)-  36 18 51.     (N)    115 16 48.     (W)     SCALED    
 GR1153* NAVD 88     -       776.050  (meters)    2546.09   (feet)  ADJUSTED  
 GR1153  ___________________________________________________________________
 GR1153  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 GR1153  DYNAMIC HT  -         775.228 (meters)    2543.39  (feet)  COMP
 GR1153  MODELED GRAV-     979,548.8   (mgal)                       NAVD 88
 GR1153
 GR1153  VERT ORDER  -  FIRST     CLASS I
 GR1153
 GR1153.The horizontal coordinates were scaled from a topographic map and have
 GR1153.an estimated accuracy of +/- 6 seconds.
 GR1153
 GR1153.The orthometric height was determined by differential leveling
 GR1153.and adjusted by the National Geodetic Survey in June 1991..
 GR1153
 GR1153.The geoid height was determined by GEOID03.
 GR1153
 GR1153.The dynamic height is computed by dividing the NAVD 88
 GR1153.geopotential number by the normal gravity value computed on the
 GR1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1153.degrees latitude (g = 980.6199 gals.).
 GR1153
 GR1153.The modeled gravity was interpolated from observed gravity values.
 GR1153
 GR1153;                    North         East    Units  Estimated Accuracy
 GR1153;SPC NV E     - 8,173,570.      227,240.      MT  (+/- 180 meters Scaled)
 GR1153
 GR1153                          SUPERSEDED SURVEY CONTROL
 GR1153
 GR1153  NGVD 29 (??/??/92)  775.319  (m)         2543.69   (f) ADJ UNCH    1 1
 GR1153
 GR1153.Superseded values are not recommended for survey control.
 GR1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1153.See file dsdata.txt to determine how the superseded data were derived.
 GR1153
 GR1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA544201(NAD 83)
 GR1153_MARKER: DB = BENCH MARK DISK
 GR1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1153_STAMPING: 2543.801
 GR1153_PROJECTION: PROJECTING 20 CENTIMETERS
 GR1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1153+STABILITY: SURFACE MOTION
 GR1153
 GR1153  HISTORY     - Date     Condition        Report By
 GR1153  HISTORY     - UNK      MONUMENTED       CGS
 GR1153  HISTORY     - 1963     GOOD             NGS
 GR1153  HISTORY     - 1980     GOOD             NGS
 GR1153
 GR1153                          STATION DESCRIPTION
 GR1153
 GR1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1153'13.6 MI NW FROM LAS VEGAS.
 GR1153'10.9 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1153'RAILROAD STATION AT LAS VEGAS, THENCE 2.7 MILES NORTH ALONG AN OLD
 GR1153'HIGHWAY (FORMERLY AN OLD RAILROAD GRADE), 0.2 MILE NORTH OF AN ASPHALT
 GR1153'ROAD CROSSING, 46 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, AT
 GR1153'THE CROSSING OF A POWER LINE, 37 FEET EAST OF POWER LINE POLE 20857,
 GR1153'12 FEET NORTH OF THE NORTH BANK OF A DRY WASH, 3.0 FEET SOUTH OF A
 GR1153'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 GR1153'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 GR1153
 GR1153                          STATION RECOVERY (1980)
 GR1153
 GR1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1153'2.1 KILOMETERS (1.3 MILES) WEST ALONG BONANZA ROAD FROM ITS JUNCTION
 GR1153'WITH THE INTERSTATE HIGHWAY 15 OVERPASS IN LAS VEGAS, THENCE 13.5
 GR1153'KILOMETERS (8.4 MILES) NORTHWEST ALONG RANCHO DRIVE (U. S. HIGHWAY
 GR1153'95), THENCE 4.3 KILOMETERS (2.7 MILES) NORTH ALONG AN OLD RAILROAD
 GR1153'GRADE, 0.4 KILOMETER (0.25 MILE) SOUTH OF THE JUNCTION OF BRENT LANE
 GR1153'AND THE RAILROAD GRADE, AT A POWER LINE CROSSING, 14.0 METERS (45.8
 GR1153'FEET) EAST OF THE CENTER OF THE RAILROAD GRADE, 11.3 METERS (37.1
 GR1153'FEET) EAST OF POWER POLE 20857 AND 3.0 METERS (9.9 FEET) SOUTH OF
 GR1153'BENCH MARK V 365.
 GR1153'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 GR1153'THE MARK IS ABOVE LEVEL WITH RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0373 ***********************************************************************
 HQ0373  DESIGNATION -  A 180
 HQ0373  PID         -  HQ0373
 HQ0373  STATE/COUNTY-  NV/ESMERALDA
 HQ0373  USGS QUAD   -  OASIS DIVIDE (1987)
 HQ0373
 HQ0373                         *CURRENT SURVEY CONTROL
 HQ0373  ___________________________________________________________________
 HQ0373* NAD 83(1986)-  37 31 19.     (N)    117 48 46.     (W)     SCALED    
 HQ0373* NAVD 88     -      1820.770  (meters)    5973.64   (feet)  ADJUSTED  
 HQ0373  ___________________________________________________________________
 HQ0373  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 HQ0373  DYNAMIC HT  -        1818.611 (meters)    5966.56  (feet)  COMP
 HQ0373  MODELED GRAV-     979,379.7   (mgal)                       NAVD 88
 HQ0373
 HQ0373  VERT ORDER  -  SECOND    CLASS 0
 HQ0373
 HQ0373.The horizontal coordinates were scaled from a topographic map and have
 HQ0373.an estimated accuracy of +/- 6 seconds.
 HQ0373
 HQ0373.The orthometric height was determined by differential leveling
 HQ0373.and adjusted by the National Geodetic Survey in June 1991..
 HQ0373
 HQ0373.The geoid height was determined by GEOID03.
 HQ0373
 HQ0373.The dynamic height is computed by dividing the NAVD 88
 HQ0373.geopotential number by the normal gravity value computed on the
 HQ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0373.degrees latitude (g = 980.6199 gals.).
 HQ0373
 HQ0373.The modeled gravity was interpolated from observed gravity values.
 HQ0373
 HQ0373;                    North         East    Units  Estimated Accuracy
 HQ0373;SPC NV W     - 4,307,830.      868,110.      MT  (+/- 180 meters Scaled)
 HQ0373
 HQ0373                          SUPERSEDED SURVEY CONTROL
 HQ0373
 HQ0373  NGVD 29 (??/??/92) 1819.604  (m)         5969.82   (f) ADJ UNCH    2 0
 HQ0373
 HQ0373.Superseded values are not recommended for survey control.
 HQ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0373.See file dsdata.txt to determine how the superseded data were derived.
 HQ0373
 HQ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB281530(NAD 83)
 HQ0373_MARKER: DB = BENCH MARK DISK
 HQ0373_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0373_SP_SET: ROCK OUTCROP
 HQ0373_STAMPING: A 180 1958
 HQ0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0373+STABILITY: POSITION/ELEVATION WELL
 HQ0373
 HQ0373  HISTORY     - Date     Condition        Report By
 HQ0373  HISTORY     - 1958     MONUMENTED       CGS
 HQ0373  HISTORY     - 1985     GOOD             USGS
 HQ0373
 HQ0373                          STATION DESCRIPTION
 HQ0373
 HQ0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0373'6.3 MI NE FROM OASIS RANCH.
 HQ0373'2.0 MILES EAST ALONG STATE ROUTE 63 FROM THE T JUNCTION OF THE
 HQ0373'ENTRANCE ROAD TO OASIS RANCH, THENCE 4.3 MILES NORTHEAST ALONG
 HQ0373'A DIRT ROAD, ON THE OUTSIDE OF A LONG CURVE, ABOUT MIDWAY
 HQ0373'BETWEEN TWO CROSSINGS OF A TELEPHONE LINE, IN THE TOP OF A
 HQ0373'8-BY 10-FOOT CONGLOMERATE OUTCROP WHICH PROJECTS 2 FEET ABOVE
 HQ0373'THE GROUND, 18 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 HQ0373'ROAD, AND 2 FEET HIGHER THAN THE ROAD.
 HQ0373
 HQ0373                          STATION RECOVERY (1985)
 HQ0373
 HQ0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HQ0373'2.0 MILES EAST ALONG CALIFORNIA STATE ROUTE 168 FROM THE JUNCTION OF
 HQ0373'CALIF. STATE HWYS. 168 AND 266, THENCE 4.3 MILES NORTHWEST ALONG A
 HQ0373'DIRT ROAD, ON THE OUTSIDE OF A LONG CURVE, ABOUT MIDWAY BETWEEN TWO
 HQ0373'CROSSING OF A TELEPHONE LINE, IN THE TOP OF AN 8 X 10 FOOT
 HQ0373'CONGLOMERATE OUTCROP WHICH PROJECTS 2 FEET ABOVE THE GROUND, 18 1/2
 HQ0373'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 2 FEET HIGHER THAN
 HQ0373'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0284 ***********************************************************************
 HQ0284  DESIGNATION -  A 181
 HQ0284  PID         -  HQ0284
 HQ0284  STATE/COUNTY-  NV/ESMERALDA
 HQ0284  USGS QUAD   -  RHYOLITE RIDGE NE (1987)
 HQ0284
 HQ0284                         *CURRENT SURVEY CONTROL
 HQ0284  ___________________________________________________________________
 HQ0284* NAD 83(1986)-  37 59 38.     (N)    117 46 13.     (W)     SCALED    
 HQ0284* NAVD 88     -      1455.225  (meters)    4774.35   (feet)  ADJUSTED  
 HQ0284  ___________________________________________________________________
 HQ0284  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HQ0284  DYNAMIC HT  -        1453.656 (meters)    4769.20  (feet)  COMP
 HQ0284  MODELED GRAV-     979,501.1   (mgal)                       NAVD 88
 HQ0284
 HQ0284  VERT ORDER  -  FIRST     CLASS II
 HQ0284
 HQ0284.The horizontal coordinates were scaled from a topographic map and have
 HQ0284.an estimated accuracy of +/- 6 seconds.
 HQ0284
 HQ0284.The orthometric height was determined by differential leveling
 HQ0284.and adjusted by the National Geodetic Survey in June 1991..
 HQ0284
 HQ0284.The geoid height was determined by GEOID03.
 HQ0284
 HQ0284.The dynamic height is computed by dividing the NAVD 88
 HQ0284.geopotential number by the normal gravity value computed on the
 HQ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0284.degrees latitude (g = 980.6199 gals.).
 HQ0284
 HQ0284.The modeled gravity was interpolated from observed gravity values.
 HQ0284
 HQ0284;                    North         East    Units  Estimated Accuracy
 HQ0284;SPC NV W     - 4,360,240.      871,410.      MT  (+/- 180 meters Scaled)
 HQ0284
 HQ0284                          SUPERSEDED SURVEY CONTROL
 HQ0284
 HQ0284  NGVD 29 (??/??/92) 1454.089  (m)         4770.62   (f) ADJ UNCH    1 2
 HQ0284
 HQ0284.Superseded values are not recommended for survey control.
 HQ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0284.See file dsdata.txt to determine how the superseded data were derived.
 HQ0284
 HQ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC323054(NAD 83)
 HQ0284_MARKER: DB = BENCH MARK DISK
 HQ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0284_STAMPING: A 181 1958
 HQ0284_MARK LOGO: CGS   
 HQ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0284+STABILITY: SURFACE MOTION
 HQ0284
 HQ0284  HISTORY     - Date     Condition        Report By
 HQ0284  HISTORY     - 1958     MONUMENTED       CGS
 HQ0284  HISTORY     - 1984     GOOD             NGS
 HQ0284
 HQ0284                          STATION DESCRIPTION
 HQ0284
 HQ0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0284'8 MI E FROM COALDALE.
 HQ0284'6.3 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE HIGHWAY JUNCTION
 HQ0284'AT COALDALE, THENCE 1.7 MILES SOUTH ALONG STATE HIGHWAY 47,
 HQ0284'60 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 103 FEET SOUTHEAST
 HQ0284'OF THE SOUTH END OF THE EAST HEAD WALL OF 15-INCH CORRUGATED
 HQ0284'METAL PIPE CULVERT 41+40, 77 FEET SOUTH OF THE CENTER OF A
 HQ0284'DRAINAGE DITCH, 3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 HQ0284'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HQ0284'0.4 FOOT ABOVE THE GROUND.
 HQ0284
 HQ0284                          STATION RECOVERY (1984)
 HQ0284
 HQ0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HQ0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0595 ***********************************************************************
 HQ0595  DESIGNATION -  A 182
 HQ0595  PID         -  HQ0595
 HQ0595  STATE/COUNTY-  NV/ESMERALDA
 HQ0595  USGS QUAD   -  ALKALI (1970)
 HQ0595
 HQ0595                         *CURRENT SURVEY CONTROL
 HQ0595  ___________________________________________________________________
 HQ0595* NAD 83(1986)-  37 49 26.     (N)    117 20 04.     (W)     SCALED    
 HQ0595* NAVD 88     -      1531.668  (meters)    5025.15   (feet)  ADJUSTED  
 HQ0595  ___________________________________________________________________
 HQ0595  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 HQ0595  DYNAMIC HT  -        1529.999 (meters)    5019.67  (feet)  COMP
 HQ0595  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 HQ0595
 HQ0595  VERT ORDER  -  SECOND    CLASS 0
 HQ0595
 HQ0595.The horizontal coordinates were scaled from a topographic map and have
 HQ0595.an estimated accuracy of +/- 6 seconds.
 HQ0595
 HQ0595.The orthometric height was determined by differential leveling
 HQ0595.and adjusted by the National Geodetic Survey in June 1991..
 HQ0595
 HQ0595.The geoid height was determined by GEOID03.
 HQ0595
 HQ0595.The dynamic height is computed by dividing the NAVD 88
 HQ0595.geopotential number by the normal gravity value computed on the
 HQ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0595.degrees latitude (g = 980.6199 gals.).
 HQ0595
 HQ0595.The modeled gravity was interpolated from observed gravity values.
 HQ0595
 HQ0595;                    North         East    Units  Estimated Accuracy
 HQ0595;SPC NV W     - 4,341,790.      909,950.      MT  (+/- 180 meters Scaled)
 HQ0595
 HQ0595                          SUPERSEDED SURVEY CONTROL
 HQ0595
 HQ0595  NGVD 29 (??/??/92) 1530.565  (m)         5021.53   (f) ADJ UNCH    2 0
 HQ0595
 HQ0595.Superseded values are not recommended for survey control.
 HQ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0595.See file dsdata.txt to determine how the superseded data were derived.
 HQ0595
 HQ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB705863(NAD 83)
 HQ0595_MARKER: DB = BENCH MARK DISK
 HQ0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0595_STAMPING: A 182 1958
 HQ0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0595+STABILITY: SURFACE MOTION
 HQ0595
 HQ0595  HISTORY     - Date     Condition        Report By
 HQ0595  HISTORY     - 1958     MONUMENTED       CGS
 HQ0595
 HQ0595                          STATION DESCRIPTION
 HQ0595
 HQ0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0595'14.6 MI NW FROM GOLDFIELD.
 HQ0595'8.5 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0595'AT GOLDFIELD, THENCE 6.05 MILES WEST ALONG A DIRT ROAD, 0.15
 HQ0595'MILE EAST OF A SUBSTATION ON A POWER LINE, ON THE OUTSIDE OF A
 HQ0595'CURVE, AT ALKALI SPRINGS, 166 FEET EAST OF THE CENTER OF THE
 HQ0595'Y JUNCTION OF A DIRT ROAD LEADING EAST TO GOLDFIELD, 48 1/2 FEET
 HQ0595'NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 31 1/2 FEET
 HQ0595'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 3.1 FEET WEST
 HQ0595'OF A WITNESS POST, LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 HQ0595'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0148 ***********************************************************************
 LQ0148  DESIGNATION -  A 183
 LQ0148  PID         -  LQ0148
 LQ0148  STATE/COUNTY-  NV/ELKO
 LQ0148  USGS QUAD   -  OLA (1972)
 LQ0148
 LQ0148                         *CURRENT SURVEY CONTROL
 LQ0148  ___________________________________________________________________
 LQ0148* NAD 83(1986)-  40 37 55.     (N)    114 07 34.     (W)     SCALED    
 LQ0148* NAVD 88     -      1415.325  (meters)    4643.45   (feet)  ADJUSTED  
 LQ0148  ___________________________________________________________________
 LQ0148  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 LQ0148  DYNAMIC HT  -        1414.176 (meters)    4639.68  (feet)  COMP
 LQ0148  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 LQ0148
 LQ0148  VERT ORDER  -  SECOND    CLASS 0
 LQ0148
 LQ0148.The horizontal coordinates were scaled from a topographic map and have
 LQ0148.an estimated accuracy of +/- 6 seconds.
 LQ0148
 LQ0148.The orthometric height was determined by differential leveling
 LQ0148.and adjusted by the National Geodetic Survey in June 1991..
 LQ0148
 LQ0148.The geoid height was determined by GEOID03.
 LQ0148
 LQ0148.The dynamic height is computed by dividing the NAVD 88
 LQ0148.geopotential number by the normal gravity value computed on the
 LQ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0148.degrees latitude (g = 980.6199 gals.).
 LQ0148
 LQ0148.The modeled gravity was interpolated from observed gravity values.
 LQ0148
 LQ0148;                    North         East    Units  Estimated Accuracy
 LQ0148;SPC NV E     - 8,653,800.      323,270.      MT  (+/- 180 meters Scaled)
 LQ0148
 LQ0148                          SUPERSEDED SURVEY CONTROL
 LQ0148
 LQ0148  NGVD 29 (??/??/92) 1414.308  (m)         4640.11   (f) ADJ UNCH    2 0
 LQ0148
 LQ0148.Superseded values are not recommended for survey control.
 LQ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0148.See file dsdata.txt to determine how the superseded data were derived.
 LQ0148
 LQ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF430018(NAD 83)
 LQ0148_MARKER: DB = BENCH MARK DISK
 LQ0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0148_STAMPING: A 183 1958
 LQ0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0148+STABILITY: SURFACE MOTION
 LQ0148
 LQ0148  HISTORY     - Date     Condition        Report By
 LQ0148  HISTORY     - 1958     MONUMENTED       CGS
 LQ0148
 LQ0148                          STATION DESCRIPTION
 LQ0148
 LQ0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0148'8.4 MI S FROM WENDOVER, UT.
 LQ0148'8.4 MILES SOUTH ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE JUNCTION OF
 LQ0148'U.S. HIGHWAY 40 AT WENDOVER, 52 FEET WEST OF THE CENTER LINE OF THE
 LQ0148'HIGHWAY, 40 FEET NORTHWEST OF THE SOUTHEAST EDGE OF A BARREN ALKALI
 LQ0148'FLAT AND THE NORTH END OF A HIGHWAY CUT, 21 FEET SOUTHEAST OF THE
 LQ0148'CENTER OF A NORTHEAST-SOUTHWEST DRAINAGE DITCH, 2.7 FEET EAST OF A
 LQ0148'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 LQ0148'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0033 ***********************************************************************
 JQ0033  DESIGNATION -  A 184
 JQ0033  PID         -  JQ0033
 JQ0033  STATE/COUNTY-  NV/NYE
 JQ0033  USGS QUAD   -  WARM SPRINGS NW (1968)
 JQ0033
 JQ0033                         *CURRENT SURVEY CONTROL
 JQ0033  ___________________________________________________________________
 JQ0033* NAD 83(1986)-  38 09 50.     (N)    116 27 27.     (W)     SCALED    
 JQ0033* NAVD 88     -      1895.968  (meters)    6220.35   (feet)  ADJUSTED  
 JQ0033  ___________________________________________________________________
 JQ0033  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 JQ0033  DYNAMIC HT  -        1893.821 (meters)    6213.31  (feet)  COMP
 JQ0033  MODELED GRAV-     979,428.9   (mgal)                       NAVD 88
 JQ0033
 JQ0033  VERT ORDER  -  FIRST     CLASS II
 JQ0033
 JQ0033.The horizontal coordinates were scaled from a topographic map and have
 JQ0033.an estimated accuracy of +/- 6 seconds.
 JQ0033
 JQ0033.The orthometric height was determined by differential leveling
 JQ0033.and adjusted by the National Geodetic Survey in June 1991..
 JQ0033
 JQ0033.The geoid height was determined by GEOID03.
 JQ0033
 JQ0033.The dynamic height is computed by dividing the NAVD 88
 JQ0033.geopotential number by the normal gravity value computed on the
 JQ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0033.degrees latitude (g = 980.6199 gals.).
 JQ0033
 JQ0033.The modeled gravity was interpolated from observed gravity values.
 JQ0033
 JQ0033;                    North         East    Units  Estimated Accuracy
 JQ0033;SPC NV C     - 6,378,810.      518,330.      MT  (+/- 180 meters Scaled)
 JQ0033
 JQ0033                          SUPERSEDED SURVEY CONTROL
 JQ0033
 JQ0033  NGVD 29 (??/??/92) 1894.813  (m)         6216.57   (f) ADJ UNCH    1 2
 JQ0033
 JQ0033.Superseded values are not recommended for survey control.
 JQ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0033.See file dsdata.txt to determine how the superseded data were derived.
 JQ0033
 JQ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC475241(NAD 83)
 JQ0033_MARKER: DB = BENCH MARK DISK
 JQ0033_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0033_STAMPING: A 184 1958
 JQ0033_MARK LOGO: CGS   
 JQ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0033+STABILITY: SURFACE MOTION
 JQ0033
 JQ0033  HISTORY     - Date     Condition        Report By
 JQ0033  HISTORY     - 1958     MONUMENTED       CGS
 JQ0033  HISTORY     - 1984     GOOD             NGS
 JQ0033
 JQ0033                          STATION DESCRIPTION
 JQ0033
 JQ0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JQ0033'5.9 MI SW FROM WARM SPRINGS.
 JQ0033'5.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE T JUNCTION OF STATE
 JQ0033'HIGHWAY 25 AT WARM SPRINGS, IN THE TOP OF THE WEST END OF THE SOUTH
 JQ0033'CONCRETE HEAD WALL OF 2 BY 3 FOOT CONCRETE BOX CULVERT 505/45, 20 FEET
 JQ0033'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.4 FOOT EAST OF THE WEST END
 JQ0033'OF THE HEAD WALL, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 JQ0033
 JQ0033                          STATION RECOVERY (1984)
 JQ0033
 JQ0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0033'RECOVERED IN GOOD CONDITION.  ADD--0.85 KM (0.55 MI) SOUTHWEST
 JQ0033'OF MILEPOST 46 AND STATE HIGHWAY 25 AT WARM SPRINGS IS NOW STATE
 JQ0033'HIGHWAY 375.
 JQ0033'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0059 ***********************************************************************
 JQ0059  DESIGNATION -  A 185
 JQ0059  PID         -  JQ0059
 JQ0059  STATE/COUNTY-  NV/NYE
 JQ0059  USGS QUAD   -  ECHO CANYON (1980)
 JQ0059
 JQ0059                         *CURRENT SURVEY CONTROL
 JQ0059  ___________________________________________________________________
 JQ0059* NAD 83(1986)-  38 09 28.     (N)    116 03 09.     (W)     SCALED    
 JQ0059* NAVD 88     -      1521.035  (meters)    4990.26   (feet)  ADJUSTED  
 JQ0059  ___________________________________________________________________
 JQ0059  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 JQ0059  DYNAMIC HT  -        1519.401 (meters)    4984.90  (feet)  COMP
 JQ0059  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 JQ0059
 JQ0059  VERT ORDER  -  SECOND    CLASS 0
 JQ0059
 JQ0059.The horizontal coordinates were scaled from a topographic map and have
 JQ0059.an estimated accuracy of +/- 6 seconds.
 JQ0059
 JQ0059.The orthometric height was determined by differential leveling
 JQ0059.and adjusted by the National Geodetic Survey in June 1991..
 JQ0059
 JQ0059.The geoid height was determined by GEOID03.
 JQ0059
 JQ0059.The dynamic height is computed by dividing the NAVD 88
 JQ0059.geopotential number by the normal gravity value computed on the
 JQ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0059.degrees latitude (g = 980.6199 gals.).
 JQ0059
 JQ0059.The modeled gravity was interpolated from observed gravity values.
 JQ0059
 JQ0059;                    North         East    Units  Estimated Accuracy
 JQ0059;SPC NV C     - 6,378,290.      553,820.      MT  (+/- 180 meters Scaled)
 JQ0059
 JQ0059                          SUPERSEDED SURVEY CONTROL
 JQ0059
 JQ0059  NGVD 29 (??/??/92) 1519.979  (m)         4986.80   (f) ADJ UNCH    2 0
 JQ0059
 JQ0059.Superseded values are not recommended for survey control.
 JQ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0059.See file dsdata.txt to determine how the superseded data were derived.
 JQ0059
 JQ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC830237(NAD 83)
 JQ0059_MARKER: DR = REFERENCE MARK DISK
 JQ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0059_STAMPING: A 185 1958
 JQ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0059+STABILITY: SURFACE MOTION
 JQ0059
 JQ0059  HISTORY     - Date     Condition        Report By
 JQ0059  HISTORY     - 1958     MONUMENTED       CGS
 JQ0059
 JQ0059                          STATION DESCRIPTION
 JQ0059
 JQ0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JQ0059'18.45 MI E FROM WARM SPRINGS.
 JQ0059'15.5 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S.
 JQ0059'HIGHWAY 6 AT WARM SPRINGS, THENCE 2.95 MILES NORTHEAST ALONG A DIRT
 JQ0059'ROAD, ON A SLIGHT KNOLL, 63 FEET NORTHWEST OF THE CENTER LINE OF THE
 JQ0059'ROAD, 153 FEET SOUTHWEST OF THE CENTER OF A SMALL WASH, 1.4 FEET
 JQ0059'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 JQ0059'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0156 ***********************************************************************
 JP0156  DESIGNATION -  A 186
 JP0156  PID         -  JP0156
 JP0156  STATE/COUNTY-  NV/NYE
 JP0156  USGS QUAD   -  CROWS NEST (1990)
 JP0156
 JP0156                         *CURRENT SURVEY CONTROL
 JP0156  ___________________________________________________________________
 JP0156* NAD 83(1986)-  38 18 53.     (N)    115 39 55.     (W)     SCALED    
 JP0156* NAVD 88     -      1496.160  (meters)    4908.65   (feet)  ADJUSTED  
 JP0156  ___________________________________________________________________
 JP0156  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 JP0156  DYNAMIC HT  -        1494.596 (meters)    4903.52  (feet)  COMP
 JP0156  MODELED GRAV-     979,531.4   (mgal)                       NAVD 88
 JP0156
 JP0156  VERT ORDER  -  SECOND    CLASS 0
 JP0156
 JP0156.The horizontal coordinates were scaled from a topographic map and have
 JP0156.an estimated accuracy of +/- 6 seconds.
 JP0156
 JP0156.The orthometric height was determined by differential leveling
 JP0156.and adjusted by the National Geodetic Survey in June 1991..
 JP0156
 JP0156.The geoid height was determined by GEOID03.
 JP0156
 JP0156.The dynamic height is computed by dividing the NAVD 88
 JP0156.geopotential number by the normal gravity value computed on the
 JP0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0156.degrees latitude (g = 980.6199 gals.).
 JP0156
 JP0156.The modeled gravity was interpolated from observed gravity values.
 JP0156
 JP0156;                    North         East    Units  Estimated Accuracy
 JP0156;SPC NV C     - 6,396,010.      587,570.      MT  (+/- 180 meters Scaled)
 JP0156
 JP0156                          SUPERSEDED SURVEY CONTROL
 JP0156
 JP0156  NGVD 29 (??/??/92) 1495.112  (m)         4905.21   (f) ADJ UNCH    2 0
 JP0156
 JP0156.Superseded values are not recommended for survey control.
 JP0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0156.See file dsdata.txt to determine how the superseded data were derived.
 JP0156
 JP0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC166415(NAD 83)
 JP0156_MARKER: DB = BENCH MARK DISK
 JP0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0156_STAMPING: A 186 1958
 JP0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0156+STABILITY: SURFACE MOTION
 JP0156
 JP0156  HISTORY     - Date     Condition        Report By
 JP0156  HISTORY     - 1958     MONUMENTED       CGS
 JP0156
 JP0156                          STATION DESCRIPTION
 JP0156
 JP0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0156'5.8 MI NE FROM NYALA.
 JP0156'5.8 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0156'NYALA, 78 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD
 JP0156'LEADING EAST TO CHERRY CREEK, 67 FEET EAST OF THE CENTER LINE OF THE
 JP0156'ROAD, 32 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD EAST, 40 FEET
 JP0156'SOUTHEAST OF THE EAST ONE OF TWO WOODEN POST SUPPORTING A U.S.
 JP0156'FORESTRY MILEAGE SIGN, 1.8 FEET NORTHWEST OF A WITNESS POST, ABOUT 1
 JP0156'FOOT HIGHER THAN THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 JP0156'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0520 ***********************************************************************
 HQ0520  DESIGNATION -  A 187
 HQ0520  PID         -  HQ0520
 HQ0520  STATE/COUNTY-  NV/NYE
 HQ0520  USGS QUAD   -  FREDS WELL (1987)
 HQ0520
 HQ0520                         *CURRENT SURVEY CONTROL
 HQ0520  ___________________________________________________________________
 HQ0520* NAD 83(1986)-  37 56 54.     (N)    116 03 22.     (W)     SCALED    
 HQ0520* NAVD 88     -      1510.531  (meters)    4955.80   (feet)  ADJUSTED  
 HQ0520  ___________________________________________________________________
 HQ0520  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 HQ0520  DYNAMIC HT  -        1508.872 (meters)    4950.36  (feet)  COMP
 HQ0520  MODELED GRAV-     979,479.1   (mgal)                       NAVD 88
 HQ0520
 HQ0520  VERT ORDER  -  SECOND    CLASS 0
 HQ0520
 HQ0520.The horizontal coordinates were scaled from a topographic map and have
 HQ0520.an estimated accuracy of +/- 6 seconds.
 HQ0520
 HQ0520.The orthometric height was determined by differential leveling
 HQ0520.and adjusted by the National Geodetic Survey in June 1991..
 HQ0520
 HQ0520.The geoid height was determined by GEOID03.
 HQ0520
 HQ0520.The dynamic height is computed by dividing the NAVD 88
 HQ0520.geopotential number by the normal gravity value computed on the
 HQ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0520.degrees latitude (g = 980.6199 gals.).
 HQ0520
 HQ0520.The modeled gravity was interpolated from observed gravity values.
 HQ0520
 HQ0520;                    North         East    Units  Estimated Accuracy
 HQ0520;SPC NV C     - 6,355,050.      553,660.      MT  (+/- 180 meters Scaled)
 HQ0520
 HQ0520                          SUPERSEDED SURVEY CONTROL
 HQ0520
 HQ0520  NGVD 29 (??/??/92) 1509.499  (m)         4952.41   (f) ADJ UNCH    2 0
 HQ0520
 HQ0520.Superseded values are not recommended for survey control.
 HQ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0520.See file dsdata.txt to determine how the superseded data were derived.
 HQ0520
 HQ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC829005(NAD 83)
 HQ0520_MARKER: DB = BENCH MARK DISK
 HQ0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0520_STAMPING: A 187 1958
 HQ0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0520+STABILITY: SURFACE MOTION
 HQ0520
 HQ0520  HISTORY     - Date     Condition        Report By
 HQ0520  HISTORY     - 1958     MONUMENTED       CGS
 HQ0520
 HQ0520                          STATION DESCRIPTION
 HQ0520
 HQ0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0520'2.6 MI NE FROM REED MAINTENANCE STA.
 HQ0520'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED
 HQ0520'MAINTENANCE STATION, THENCE 2.1 MILES NORTHEAST ALONG A DIRT
 HQ0520'ROAD, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, 0.2 MILE NORTH
 HQ0520'OF A WINDMILL AND A WATER TANK, 0.1 MILE NORTH OF THE
 HQ0520'INTERSECTION OF A NORTHWEST-SOUTHEAST DIRT ROAD, 58 FEET EAST
 HQ0520'OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHEAST OF A WITNESS
 HQ0520'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HQ0520'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0090 ***********************************************************************
 JP0090  DESIGNATION -  A 188
 JP0090  PID         -  JP0090
 JP0090  STATE/COUNTY-  NV/NYE
 JP0090  USGS QUAD   -  WHITE PINE PEAK (1990)
 JP0090
 JP0090                         *CURRENT SURVEY CONTROL
 JP0090  ___________________________________________________________________
 JP0090* NAD 83(1986)-  38 45 10.     (N)    115 29 14.     (W)     SCALED    
 JP0090* NAVD 88     -      1560.164  (meters)    5118.64   (feet)  ADJUSTED  
 JP0090  ___________________________________________________________________
 JP0090  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 JP0090  DYNAMIC HT  -        1558.550 (meters)    5113.34  (feet)  COMP
 JP0090  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 JP0090
 JP0090  VERT ORDER  -  FIRST     CLASS II
 JP0090
 JP0090.The horizontal coordinates were scaled from a topographic map and have
 JP0090.an estimated accuracy of +/- 6 seconds.
 JP0090
 JP0090.The orthometric height was determined by differential leveling
 JP0090.and adjusted by the National Geodetic Survey in June 1991..
 JP0090
 JP0090.The geoid height was determined by GEOID03.
 JP0090
 JP0090.The dynamic height is computed by dividing the NAVD 88
 JP0090.geopotential number by the normal gravity value computed on the
 JP0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0090.degrees latitude (g = 980.6199 gals.).
 JP0090
 JP0090.The modeled gravity was interpolated from observed gravity values.
 JP0090
 JP0090;                    North         East    Units  Estimated Accuracy
 JP0090;SPC NV C     - 6,444,820.      602,520.      MT  (+/- 180 meters Scaled)
 JP0090
 JP0090                          SUPERSEDED SURVEY CONTROL
 JP0090
 JP0090  NGVD 29 (??/??/92) 1559.027  (m)         5114.91   (f) ADJ UNCH    1 2
 JP0090
 JP0090.Superseded values are not recommended for survey control.
 JP0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0090.See file dsdata.txt to determine how the superseded data were derived.
 JP0090
 JP0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC314904(NAD 83)
 JP0090_MARKER: DB = BENCH MARK DISK
 JP0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0090_STAMPING: A 188 1958
 JP0090_MARK LOGO: CGS   
 JP0090_PROJECTION: PROJECTING 12 CENTIMETERS
 JP0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0090+STABILITY: SURFACE MOTION
 JP0090
 JP0090  HISTORY     - Date     Condition        Report By
 JP0090  HISTORY     - 1958     MONUMENTED       CGS
 JP0090  HISTORY     - 1984     GOOD             NGS
 JP0090
 JP0090                          STATION DESCRIPTION
 JP0090
 JP0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0090'1.0 MI NW FROM CURRANT.
 JP0090'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF U. S.
 JP0090'HIGHWAY 6 AT CURRANT, 130 FEET SOUTHWEST AND ACROSS A FORMER ALIGNMENT
 JP0090'OF THE HIGHWAY FROM THE CENTER LINE OF THE HIGHWAY, 50 1/2 FEET
 JP0090'SOUTHWEST OF THE CENTER LINE OF THE FORMER ALIGNMENT, 1.5 FEET
 JP0090'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 JP0090'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JP0090
 JP0090                          STATION RECOVERY (1984)
 JP0090
 JP0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JP0090'RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 JP0090'STATE HIGHWAY 20 IS NOW STATE HIGHWAY 379.  ADD--49.5 METERS
 JP0090'(162.5 FT) SOUTH OF MILEPOST 1.
 JP0090'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JP0090'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0214 ***********************************************************************
 JP0214  DESIGNATION -  A 189
 JP0214  PID         -  JP0214
 JP0214  STATE/COUNTY-  NV/NYE
 JP0214  USGS QUAD   -  WADSWORTH RANCH (1985)
 JP0214
 JP0214                         *CURRENT SURVEY CONTROL
 JP0214  ___________________________________________________________________
 JP0214* NAD 83(1986)-  38 07 04.     (N)    115 31 29.     (W)     SCALED    
 JP0214* NAVD 88     -      1747.912  (meters)    5734.61   (feet)  ADJUSTED  
 JP0214  ___________________________________________________________________
 JP0214  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 JP0214  DYNAMIC HT  -        1745.965 (meters)    5728.22  (feet)  COMP
 JP0214  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 JP0214
 JP0214  VERT ORDER  -  SECOND    CLASS 0
 JP0214
 JP0214.The horizontal coordinates were scaled from a topographic map and have
 JP0214.an estimated accuracy of +/- 6 seconds.
 JP0214
 JP0214.The orthometric height was determined by differential leveling
 JP0214.and adjusted by the National Geodetic Survey in June 1991..
 JP0214
 JP0214.The geoid height was determined by GEOID03.
 JP0214
 JP0214.The dynamic height is computed by dividing the NAVD 88
 JP0214.geopotential number by the normal gravity value computed on the
 JP0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0214.degrees latitude (g = 980.6199 gals.).
 JP0214
 JP0214.The modeled gravity was interpolated from observed gravity values.
 JP0214
 JP0214;                    North         East    Units  Estimated Accuracy
 JP0214;SPC NV C     - 6,374,290.      600,130.      MT  (+/- 180 meters Scaled)
 JP0214
 JP0214                          SUPERSEDED SURVEY CONTROL
 JP0214
 JP0214  NGVD 29 (??/??/92) 1746.793  (m)         5730.94   (f) ADJ UNCH    2 0
 JP0214
 JP0214.Superseded values are not recommended for survey control.
 JP0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0214.See file dsdata.txt to determine how the superseded data were derived.
 JP0214
 JP0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC293199(NAD 83)
 JP0214_MARKER: DB = BENCH MARK DISK
 JP0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0214_STAMPING: A 189 1958
 JP0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0214+STABILITY: SURFACE MOTION
 JP0214
 JP0214  HISTORY     - Date     Condition        Report By
 JP0214  HISTORY     - 1958     MONUMENTED       CGS
 JP0214
 JP0214                          STATION DESCRIPTION
 JP0214
 JP0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0214'3.2 MI E FROM SHARP.
 JP0214'0.1 MILE NORTHEAST ALONG A DIRT ROAD FROM THE UHLAJDE RANCHHOUSE AT
 JP0214'SHARP, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 2.9 MILES EAST
 JP0214'ALONG A DIRT ROAD LEADING TO PIOCHE, AT THE EAST END OF A WIDE GRADED
 JP0214'PORTION OF THE ROAD (A POSSIBLE LANDING STRIP), 0.9 MILE EAST OF THE
 JP0214'JUNCTION OF A GRADED ROAD NORTH TO ELY, 41 FEET SOUTH OF THE CENTER
 JP0214'LINE OF THE ROAD, 146 FEET WEST OF THE EAST END OF THE WIDE PORTION OF
 JP0214'THE ROAD, 63 1/2 FEET SOUTHEAST OF THE JUNCTION OF A TRACK ROAD
 JP0214'NORTHEAST, 1.5 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A WITNESS POST,
 JP0214'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JP0214'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0223 ***********************************************************************
 MU0223  DESIGNATION -  A 19
 MU0223  PID         -  MU0223
 MU0223  STATE/COUNTY-  NV/HUMBOLDT
 MU0223  USGS QUAD   -  PARADISE WELL (1988)
 MU0223
 MU0223                         *CURRENT SURVEY CONTROL
 MU0223  ___________________________________________________________________
 MU0223* NAD 83(1986)-  41 20 41.     (N)    117 43 54.     (W)     SCALED    
 MU0223* NAVD 88     -      1469.943  (meters)    4822.64   (feet)  ADJUSTED  
 MU0223  ___________________________________________________________________
 MU0223  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 MU0223  DYNAMIC HT  -        1468.857 (meters)    4819.07  (feet)  COMP
 MU0223  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 MU0223
 MU0223  VERT ORDER  -  FIRST     CLASS II
 MU0223
 MU0223.The horizontal coordinates were scaled from a topographic map and have
 MU0223.an estimated accuracy of +/- 6 seconds.
 MU0223
 MU0223.The orthometric height was determined by differential leveling
 MU0223.and adjusted by the National Geodetic Survey in June 1991..
 MU0223
 MU0223.The geoid height was determined by GEOID03.
 MU0223
 MU0223.The dynamic height is computed by dividing the NAVD 88
 MU0223.geopotential number by the normal gravity value computed on the
 MU0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0223.degrees latitude (g = 980.6199 gals.).
 MU0223
 MU0223.The modeled gravity was interpolated from observed gravity values.
 MU0223
 MU0223;                    North         East    Units  Estimated Accuracy
 MU0223;SPC NV W     - 4,732,280.      871,270.      MT  (+/- 180 meters Scaled)
 MU0223
 MU0223                          SUPERSEDED SURVEY CONTROL
 MU0223
 MU0223  NGVD 29 (??/??/92) 1468.83   (m)         4819.0    (f) COMPUTED    1 2
 MU0223
 MU0223.Superseded values are not recommended for survey control.
 MU0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0223.See file dsdata.txt to determine how the superseded data were derived.
 MU0223
 MU0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF387772(NAD 83)
 MU0223_MARKER: DB = BENCH MARK DISK
 MU0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0223+STABILITY: SURFACE MOTION
 MU0223
 MU0223  HISTORY     - Date     Condition        Report By
 MU0223  HISTORY     - UNK      MONUMENTED       CGS
 MU0223  HISTORY     - 1931     GOOD             NGS
 MU0223  HISTORY     - 1934     GOOD             NGS
 MU0223
 MU0223                          STATION DESCRIPTION
 MU0223
 MU0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 MU0223'26.7 MI N FROM WINNEMUCCA.
 MU0223'26.7 MILES NORTH OF, 52 FEET SOUTH OF ROAD LEADING INTO GRAVEL PIT, 29
 MU0223'FEET EAST OF CENTER OF HIGHWAY.
 MU0223
 MU0223                          STATION RECOVERY (1934)
 MU0223
 MU0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MU0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0224 ***********************************************************************
 MU0224  DESIGNATION -  A 19 RESET
 MU0224  PID         -  MU0224
 MU0224  STATE/COUNTY-  NV/HUMBOLDT
 MU0224  USGS QUAD   -  PARADISE WELL (1988)
 MU0224
 MU0224                         *CURRENT SURVEY CONTROL
 MU0224  ___________________________________________________________________
 MU0224* NAD 83(1986)-  41 20 41.     (N)    117 43 54.     (W)     SCALED    
 MU0224* NAVD 88     -      1470.42   (+/-2cm)    4824.2    (feet)  VERTCON   
 MU0224  ___________________________________________________________________
 MU0224  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 MU0224
 MU0224  VERT ORDER  -  THIRD (See Below)
 MU0224
 MU0224.The horizontal coordinates were scaled from a topographic map and have
 MU0224.an estimated accuracy of +/- 6 seconds.
 MU0224
 MU0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0224.The vertical order pertains to the NGVD 29 superseded value.
 MU0224
 MU0224.The geoid height was determined by GEOID03.
 MU0224
 MU0224;                    North         East    Units  Estimated Accuracy
 MU0224;SPC NV W     - 4,732,280.      871,270.      MT  (+/- 180 meters Scaled)
 MU0224
 MU0224                          SUPERSEDED SURVEY CONTROL
 MU0224
 MU0224  NGVD 29 (??/??/??) 1469.32   (m)         4820.6    (f) RESET       3  
 MU0224
 MU0224.Superseded values are not recommended for survey control.
 MU0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0224.See file dsdata.txt to determine how the superseded data were derived.
 MU0224
 MU0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF387772(NAD 83)
 MU0224_MARKER: DB = BENCH MARK DISK
 MU0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0224_STAMPING: A 19 RESET 1955
 MU0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0224+STABILITY: SURFACE MOTION
 MU0224
 MU0224  HISTORY     - Date     Condition        Report By
 MU0224  HISTORY     - 1955     MONUMENTED       CGS
 MU0224  HISTORY     - 1968     GOOD             NGS
 MU0224  HISTORY     - 1984     MARK NOT FOUND   NGS
 MU0224
 MU0224                          STATION DESCRIPTION
 MU0224
 MU0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MU0224'26.7 MI N FROM WINNEMUCCA.
 MU0224'26.7 MILES NORTH ALONG THE HIGHWAY FROM WINNEMUCCA, HUMBOLDT COUNTY,
 MU0224'52 FEET SOUTH OF THE JUNCTION OF A ROAD LEADING TO A GRAVEL PIT, AND
 MU0224'29 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  50.7 FEET NORTHEAST OF
 MU0224'A 19 1931.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 MU0224'PROJECTING 1 INCH.
 MU0224
 MU0224                          STATION RECOVERY (1968)
 MU0224
 MU0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MU0224'RECOVERED IN GOOD CONDITION.
 MU0224
 MU0224                          STATION RECOVERY (1984)
 MU0224
 MU0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0224'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0199 ***********************************************************************
 LQ0199  DESIGNATION -  A 190
 LQ0199  PID         -  LQ0199
 LQ0199  STATE/COUNTY-  NV/ELKO
 LQ0199  USGS QUAD   -  BOONE CANYON (1982)
 LQ0199
 LQ0199                         *CURRENT SURVEY CONTROL
 LQ0199  ___________________________________________________________________
 LQ0199* NAD 83(1986)-  40 08 40.     (N)    114 29 56.     (W)     SCALED    
 LQ0199* NAVD 88     -      1915.265  (meters)    6283.67   (feet)  ADJUSTED  
 LQ0199  ___________________________________________________________________
 LQ0199  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 LQ0199  DYNAMIC HT  -        1913.437 (meters)    6277.67  (feet)  COMP
 LQ0199  MODELED GRAV-     979,602.8   (mgal)                       NAVD 88
 LQ0199
 LQ0199  VERT ORDER  -  SECOND    CLASS 0
 LQ0199
 LQ0199.The horizontal coordinates were scaled from a topographic map and have
 LQ0199.an estimated accuracy of +/- 6 seconds.
 LQ0199
 LQ0199.The orthometric height was determined by differential leveling
 LQ0199.and adjusted by the National Geodetic Survey in June 1991..
 LQ0199
 LQ0199.The geoid height was determined by GEOID03.
 LQ0199
 LQ0199.The dynamic height is computed by dividing the NAVD 88
 LQ0199.geopotential number by the normal gravity value computed on the
 LQ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0199.degrees latitude (g = 980.6199 gals.).
 LQ0199
 LQ0199.The modeled gravity was interpolated from observed gravity values.
 LQ0199
 LQ0199;                    North         East    Units  Estimated Accuracy
 LQ0199;SPC NV E     - 8,599,210.      292,400.      MT  (+/- 180 meters Scaled)
 LQ0199
 LQ0199                          SUPERSEDED SURVEY CONTROL
 LQ0199
 LQ0199  NGVD 29 (??/??/92) 1914.080  (m)         6279.78   (f) ADJ UNCH    2 0
 LQ0199
 LQ0199.Superseded values are not recommended for survey control.
 LQ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0199.See file dsdata.txt to determine how the superseded data were derived.
 LQ0199
 LQ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE130467(NAD 83)
 LQ0199_MARKER: DB = BENCH MARK DISK
 LQ0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LQ0199_SP_SET: CULVERT
 LQ0199_STAMPING: A 190 1958
 LQ0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0199
 LQ0199  HISTORY     - Date     Condition        Report By
 LQ0199  HISTORY     - 1958     MONUMENTED       CGS
 LQ0199
 LQ0199                          STATION DESCRIPTION
 LQ0199
 LQ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0199'4.55 MI SW FROM BOONE SPRINGS.
 LQ0199'4.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE UTOCO
 LQ0199'SERVICE STATION AT BOONE SPRINGS, 8.3 MILES NORTHEAST OF LAGES
 LQ0199'STATION, 0.1 MILE SOUTHWEST OF THE SUMMIT OF A RISE, AT A 24-INCH PIPE
 LQ0199'CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 LQ0199'HEAD WALL, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 2
 LQ0199'FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0185 ***********************************************************************
 LQ0185  DESIGNATION -  A 191
 LQ0185  PID         -  LQ0185
 LQ0185  STATE/COUNTY-  NV/ELKO
 LQ0185  USGS QUAD   -  WHITE HORSE MOUNTAIN (1982)
 LQ0185
 LQ0185                         *CURRENT SURVEY CONTROL
 LQ0185  ___________________________________________________________________
 LQ0185* NAD 83(1986)-  40 16 55.     (N)    114 22 17.     (W)     SCALED    
 LQ0185* NAVD 88     -      1713.137  (meters)    5620.52   (feet)  ADJUSTED  
 LQ0185  ___________________________________________________________________
 LQ0185  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 LQ0185  DYNAMIC HT  -        1711.575 (meters)    5615.39  (feet)  COMP
 LQ0185  MODELED GRAV-     979,652.9   (mgal)                       NAVD 88
 LQ0185
 LQ0185  VERT ORDER  -  SECOND    CLASS 0
 LQ0185
 LQ0185.The horizontal coordinates were scaled from a topographic map and have
 LQ0185.an estimated accuracy of +/- 6 seconds.
 LQ0185
 LQ0185.The orthometric height was determined by differential leveling
 LQ0185.and adjusted by the National Geodetic Survey in June 1991..
 LQ0185
 LQ0185.The geoid height was determined by GEOID03.
 LQ0185
 LQ0185.The dynamic height is computed by dividing the NAVD 88
 LQ0185.geopotential number by the normal gravity value computed on the
 LQ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0185.degrees latitude (g = 980.6199 gals.).
 LQ0185
 LQ0185.The modeled gravity was interpolated from observed gravity values.
 LQ0185
 LQ0185;                    North         East    Units  Estimated Accuracy
 LQ0185;SPC NV E     - 8,614,620.      303,060.      MT  (+/- 180 meters Scaled)
 LQ0185
 LQ0185                          SUPERSEDED SURVEY CONTROL
 LQ0185
 LQ0185  NGVD 29 (??/??/92) 1712.008  (m)         5616.81   (f) ADJ UNCH    2 0
 LQ0185
 LQ0185.Superseded values are not recommended for survey control.
 LQ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0185.See file dsdata.txt to determine how the superseded data were derived.
 LQ0185
 LQ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE234623(NAD 83)
 LQ0185_MARKER: DB = BENCH MARK DISK
 LQ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0185_STAMPING: A 191 1958
 LQ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0185+STABILITY: SURFACE MOTION
 LQ0185
 LQ0185  HISTORY     - Date     Condition        Report By
 LQ0185  HISTORY     - 1958     MONUMENTED       CGS
 LQ0185
 LQ0185                          STATION DESCRIPTION
 LQ0185
 LQ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0185'8.25 MI NE FROM BOONE SPRINGS.
 LQ0185'8.25 MILES NORTHEAST ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE UTOCO
 LQ0185'SERVICE STATION AT BOONE SPRINGS, 0.3 MILES NORTHEAST OF THE
 LQ0185'INTERSECTION OF A GRAVEL ROAD, 0.15 MILE SOUTHWEST OF A 24-INCH PIPE
 LQ0185'CULVERT, BETWEEN THE HIGHWAY AND A 20-FOOT WIDE BLADED DRAINAGE DITCH,
 LQ0185'91 FEET NORTHEAST OF THE CENTER OF A SMALL BARREN AREA, 48 FEET
 LQ0185'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTHEAST OF THE
 LQ0185'CENTER OF THE DITCH, 2.1 FEET SOUTHEAST OF A WITNESS POST, 1 1/2 FEET
 LQ0185'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LQ0185'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0322 ***********************************************************************
 MT0322  DESIGNATION -  A 192
 MT0322  PID         -  MT0322
 MT0322  STATE/COUNTY-  NV/ELKO
 MT0322  USGS QUAD   -  WINE CUP RANCH (1968)
 MT0322
 MT0322                         *CURRENT SURVEY CONTROL
 MT0322  ___________________________________________________________________
 MT0322* NAD 83(1986)-  41 25 06.     (N)    114 43 07.     (W)     SCALED    
 MT0322* NAVD 88     -      1719.488  (meters)    5641.35   (feet)  ADJUSTED  
 MT0322  ___________________________________________________________________
 MT0322  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 MT0322  DYNAMIC HT  -        1718.135 (meters)    5636.91  (feet)  COMP
 MT0322  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 MT0322
 MT0322  VERT ORDER  -  SECOND    CLASS 0
 MT0322
 MT0322.The horizontal coordinates were scaled from a topographic map and have
 MT0322.an estimated accuracy of +/- 6 seconds.
 MT0322
 MT0322.The orthometric height was determined by differential leveling
 MT0322.and adjusted by the National Geodetic Survey in June 1991..
 MT0322
 MT0322.The geoid height was determined by GEOID03.
 MT0322
 MT0322.The dynamic height is computed by dividing the NAVD 88
 MT0322.geopotential number by the normal gravity value computed on the
 MT0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0322.degrees latitude (g = 980.6199 gals.).
 MT0322
 MT0322.The modeled gravity was interpolated from observed gravity values.
 MT0322
 MT0322;                    North         East    Units  Estimated Accuracy
 MT0322;SPC NV E     - 8,740,460.      272,290.      MT  (+/- 180 meters Scaled)
 MT0322
 MT0322                          SUPERSEDED SURVEY CONTROL
 MT0322
 MT0322  NGVD 29 (??/??/92) 1718.332  (m)         5637.56   (f) ADJ UNCH    2 0
 MT0322
 MT0322.Superseded values are not recommended for survey control.
 MT0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0322.See file dsdata.txt to determine how the superseded data were derived.
 MT0322
 MT0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF906877(NAD 83)
 MT0322_MARKER: DB = BENCH MARK DISK
 MT0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0322_STAMPING: A 192 1958
 MT0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0322+STABILITY: SURFACE MOTION
 MT0322
 MT0322  HISTORY     - Date     Condition        Report By
 MT0322  HISTORY     - 1958     MONUMENTED       CGS
 MT0322  HISTORY     - 1970     GOOD             USGS
 MT0322
 MT0322                          STATION DESCRIPTION
 MT0322
 MT0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0322'2.9 MI E FROM WILKINS.
 MT0322'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0322'POST AT WILKINS, THENCE 2.2 MILES SOUTHEAST ALONG A GRAVEL ROAD, ON
 MT0322'THE OUTSIDE OF A LONG CURVE, 101 1/2 FEET SOUTHEAST OF THE CENTER OF
 MT0322'THE Y JUNCTION OF A TRACK ROAD SOUTH, 52 FEET SOUTHWEST OF THE CENTER
 MT0322'LINE OF THE MAIN ROAD, 34 1/2 FEET EAST OF THE CENTER LINE OF THE
 MT0322'TRACK ROAD, 15 FEET SOUTH OF A TELEPHONE POLE WITH A GUY WIRE, 2.5
 MT0322'FEET NORTHWEST OF A WITNESS POST, 1/2 FOOT LOWER THAN THE MAIN ROAD,
 MT0322'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MT0322'GROUND.
 MT0322
 MT0322                          STATION RECOVERY (1970)
 MT0322
 MT0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MT0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0194 ***********************************************************************
 JP0194  DESIGNATION -  A 196
 JP0194  PID         -  JP0194
 JP0194  STATE/COUNTY-  NV/NYE
 JP0194  USGS QUAD   -  CROWS NEST (1990)
 JP0194
 JP0194                         *CURRENT SURVEY CONTROL
 JP0194  ___________________________________________________________________
 JP0194* NAD 83(1986)-  38 16 50.     (N)    115 40 23.     (W)     SCALED    
 JP0194* NAVD 88     -      1546.452  (meters)    5073.65   (feet)  ADJUSTED  
 JP0194  ___________________________________________________________________
 JP0194  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 JP0194  DYNAMIC HT  -        1544.809 (meters)    5068.26  (feet)  COMP
 JP0194  MODELED GRAV-     979,512.8   (mgal)                       NAVD 88
 JP0194
 JP0194  VERT ORDER  -  SECOND    CLASS 0
 JP0194
 JP0194.The horizontal coordinates were scaled from a topographic map and have
 JP0194.an estimated accuracy of +/- 6 seconds.
 JP0194
 JP0194.The orthometric height was determined by differential leveling
 JP0194.and adjusted by the National Geodetic Survey in June 1991..
 JP0194
 JP0194.The geoid height was determined by GEOID03.
 JP0194
 JP0194.The dynamic height is computed by dividing the NAVD 88
 JP0194.geopotential number by the normal gravity value computed on the
 JP0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0194.degrees latitude (g = 980.6199 gals.).
 JP0194
 JP0194.The modeled gravity was interpolated from observed gravity values.
 JP0194
 JP0194;                    North         East    Units  Estimated Accuracy
 JP0194;SPC NV C     - 6,392,210.      586,930.      MT  (+/- 180 meters Scaled)
 JP0194
 JP0194                          SUPERSEDED SURVEY CONTROL
 JP0194
 JP0194  NGVD 29 (??/??/92) 1545.390  (m)         5070.17   (f) ADJ UNCH    2 0
 JP0194
 JP0194.Superseded values are not recommended for survey control.
 JP0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0194.See file dsdata.txt to determine how the superseded data were derived.
 JP0194
 JP0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC160377(NAD 83)
 JP0194_MARKER: DB = BENCH MARK DISK
 JP0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0194_STAMPING: A 196 1958
 JP0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0194+STABILITY: SURFACE MOTION
 JP0194
 JP0194  HISTORY     - Date     Condition        Report By
 JP0194  HISTORY     - 1958     MONUMENTED       CGS
 JP0194
 JP0194                          STATION DESCRIPTION
 JP0194
 JP0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0194'4.1 MI NE FROM NYALA.
 JP0194'3.1 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE SHARP RANCHHOUSE AT
 JP0194'NYALA, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, 57 FEET NORTH OF THE
 JP0194'CENTER LINE OF THE ROAD, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 JP0194'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 JP0194'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0304 ***********************************************************************
 MU0304  DESIGNATION -  A 197
 MU0304  PID         -  MU0304
 MU0304  STATE/COUNTY-  NV/HUMBOLDT
 MU0304  USGS QUAD   -  BUCKSKIN MOUNTAIN (1991)
 MU0304
 MU0304                         *CURRENT SURVEY CONTROL
 MU0304  ___________________________________________________________________
 MU0304* NAD 83(1986)-  41 46 07.     (N)    117 33 21.     (W)     SCALED    
 MU0304* NAVD 88     -      1968.994  (meters)    6459.94   (feet)  ADJUSTED  
 MU0304  ___________________________________________________________________
 MU0304  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 MU0304  DYNAMIC HT  -        1967.452 (meters)    6454.88  (feet)  COMP
 MU0304  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 MU0304
 MU0304  VERT ORDER  -  SECOND    CLASS 0
 MU0304
 MU0304.The horizontal coordinates were scaled from a topographic map and have
 MU0304.an estimated accuracy of +/- 6 seconds.
 MU0304
 MU0304.The orthometric height was determined by differential leveling
 MU0304.and adjusted by the National Geodetic Survey in June 1991..
 MU0304
 MU0304.The geoid height was determined by GEOID03.
 MU0304
 MU0304.The dynamic height is computed by dividing the NAVD 88
 MU0304.geopotential number by the normal gravity value computed on the
 MU0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0304.degrees latitude (g = 980.6199 gals.).
 MU0304
 MU0304.The modeled gravity was interpolated from observed gravity values.
 MU0304
 MU0304;                    North         East    Units  Estimated Accuracy
 MU0304;SPC NV W     - 4,779,510.      885,430.      MT  (+/- 180 meters Scaled)
 MU0304
 MU0304                          SUPERSEDED SURVEY CONTROL
 MU0304
 MU0304  NGVD 29 (??/??/92) 1967.750  (m)         6455.86   (f) ADJ UNCH    2 0
 MU0304
 MU0304.Superseded values are not recommended for survey control.
 MU0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0304.See file dsdata.txt to determine how the superseded data were derived.
 MU0304
 MU0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG538242(NAD 83)
 MU0304_MARKER: DB = BENCH MARK DISK
 MU0304_SETTING: 66 = SET IN ROCK OUTCROP
 MU0304_SP_SET: SET IN ROCK OUTCROP
 MU0304_STAMPING: A 197 1963
 MU0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0304+STABILITY: POSITION/ELEVATION WELL
 MU0304
 MU0304  HISTORY     - Date     Condition        Report By
 MU0304  HISTORY     - 1963     MONUMENTED       CGS
 MU0304
 MU0304                          STATION DESCRIPTION
 MU0304
 MU0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0304'25.25 MI SE FROM MCDERMITT.
 MU0304'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0304'LINE AT MCDERMITT, THENCE 11.25 MILES EAST ALONG BUCKSKIN ROAD, IN THE
 MU0304'TOP OF AN 8- BY 20-FOOT OUTCROP WHICH IS ON THE SOUTH SLOPE OF THE
 MU0304'ROAD, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET WEST OF A
 MU0304'WITNESS POST, AND ABOUT 5 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0170 ***********************************************************************
 MU0170  DESIGNATION -  A 198
 MU0170  PID         -  MU0170
 MU0170  STATE/COUNTY-  NV/HUMBOLDT
 MU0170  USGS QUAD   -  CAPITOL PEAK (1980)
 MU0170
 MU0170                         *CURRENT SURVEY CONTROL
 MU0170  ___________________________________________________________________
 MU0170* NAD 83(1986)-  41 46 04.     (N)    117 20 24.     (W)     SCALED    
 MU0170* NAVD 88     -      1861.740  (meters)    6108.06   (feet)  ADJUSTED  
 MU0170  ___________________________________________________________________
 MU0170  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 MU0170  DYNAMIC HT  -        1860.315 (meters)    6103.38  (feet)  COMP
 MU0170  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 MU0170
 MU0170  VERT ORDER  -  SECOND    CLASS 0
 MU0170
 MU0170.The horizontal coordinates were scaled from a topographic map and have
 MU0170.an estimated accuracy of +/- 6 seconds.
 MU0170
 MU0170.The orthometric height was determined by differential leveling
 MU0170.and adjusted by the National Geodetic Survey in June 1991..
 MU0170
 MU0170.The geoid height was determined by GEOID03.
 MU0170
 MU0170.The dynamic height is computed by dividing the NAVD 88
 MU0170.geopotential number by the normal gravity value computed on the
 MU0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0170.degrees latitude (g = 980.6199 gals.).
 MU0170
 MU0170.The modeled gravity was interpolated from observed gravity values.
 MU0170
 MU0170;                    North         East    Units  Estimated Accuracy
 MU0170;SPC NV W     - 4,779,660.      903,380.      MT  (+/- 180 meters Scaled)
 MU0170
 MU0170                          SUPERSEDED SURVEY CONTROL
 MU0170
 MU0170  NGVD 29 (??/??/92) 1860.534  (m)         6104.10   (f) ADJ UNCH    2 0
 MU0170
 MU0170.Superseded values are not recommended for survey control.
 MU0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0170.See file dsdata.txt to determine how the superseded data were derived.
 MU0170
 MU0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG717240(NAD 83)
 MU0170_MARKER: DB = BENCH MARK DISK
 MU0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0170_STAMPING: A 198 1963
 MU0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0170+STABILITY: SURFACE MOTION
 MU0170
 MU0170  HISTORY     - Date     Condition        Report By
 MU0170  HISTORY     - 1963     MONUMENTED       CGS
 MU0170
 MU0170                          STATION DESCRIPTION
 MU0170
 MU0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0170'44.65 MI E FROM MCDERMITT.
 MU0170'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0170'LINE AT MCDERMITT, THENCE 17.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0170'THENCE 13.5 MILES NORTHEAST ALONG A DIRT ROAD, 20 FEET SOUTHEAST OF
 MU0170'THE CENTER LINE OF THE ROAD, 3 FEET NORTHEAST OF A WITNESS POST, ABOUT
 MU0170'2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MU0170'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0374 ***********************************************************************
 LQ0374  DESIGNATION -  A 199
 LQ0374  PID         -  LQ0374
 LQ0374  STATE/COUNTY-  NV/ELKO
 LQ0374  USGS QUAD   -  JIGGS (1985)
 LQ0374
 LQ0374                         *CURRENT SURVEY CONTROL
 LQ0374  ___________________________________________________________________
 LQ0374* NAD 83(1986)-  40 25 19.     (N)    115 40 02.     (W)     SCALED    
 LQ0374* NAVD 88     -      1670.229  (meters)    5479.74   (feet)  ADJUSTED  
 LQ0374  ___________________________________________________________________
 LQ0374  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 LQ0374  DYNAMIC HT  -        1668.726 (meters)    5474.81  (feet)  COMP
 LQ0374  MODELED GRAV-     979,666.7   (mgal)                       NAVD 88
 LQ0374
 LQ0374  VERT ORDER  -  SECOND    CLASS 0
 LQ0374
 LQ0374.The horizontal coordinates were scaled from a topographic map and have
 LQ0374.an estimated accuracy of +/- 6 seconds.
 LQ0374
 LQ0374.The orthometric height was determined by differential leveling
 LQ0374.and adjusted by the National Geodetic Survey in June 1991..
 LQ0374
 LQ0374.The geoid height was determined by GEOID03.
 LQ0374
 LQ0374.The dynamic height is computed by dividing the NAVD 88
 LQ0374.geopotential number by the normal gravity value computed on the
 LQ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0374.degrees latitude (g = 980.6199 gals.).
 LQ0374
 LQ0374.The modeled gravity was interpolated from observed gravity values.
 LQ0374
 LQ0374;                    North         East    Units  Estimated Accuracy
 LQ0374;SPC NV E     - 8,629,460.      192,880.      MT  (+/- 180 meters Scaled)
 LQ0374
 LQ0374                          SUPERSEDED SURVEY CONTROL
 LQ0374
 LQ0374  NGVD 29 (??/??/92) 1669.101  (m)         5476.04   (f) ADJ UNCH    2 0
 LQ0374
 LQ0374.Superseded values are not recommended for survey control.
 LQ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0374.See file dsdata.txt to determine how the superseded data were derived.
 LQ0374
 LQ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE130754(NAD 83)
 LQ0374_MARKER: DB = BENCH MARK DISK
 LQ0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LQ0374_SP_SET: CULVERT
 LQ0374_STAMPING: A 199 1963
 LQ0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0374
 LQ0374  HISTORY     - Date     Condition        Report By
 LQ0374  HISTORY     - 1963     MONUMENTED       CGS
 LQ0374
 LQ0374                          STATION DESCRIPTION
 LQ0374
 LQ0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0374'0.3 MI S FROM JIGGS.
 LQ0374'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0374'JIGGS, AT THE JUNCTION OF A ROAD WEST TO LITTLE PORTER CREEK, IN THE
 LQ0374'TOP AND 0.8 FOOT SOUTH OF THE NORTH END OF THE WEST HEAD WALL OF A
 LQ0374'LARGE DOUBLE CONCRETE BOX CULVERT UNDER THE HIGHWAY, 19 FEET WEST OF
 LQ0374'THE CENTER LINE OF THE HIGHWAY, 107 FEET NORTH OF THE CENTER LINE OF
 LQ0374'THE ROAD WEST AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0036 ***********************************************************************
 HP0036  DESIGNATION -  A 2
 HP0036  PID         -  HP0036
 HP0036  STATE/COUNTY-  NV/LINCOLN
 HP0036  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0036
 HP0036                         *CURRENT SURVEY CONTROL
 HP0036  ___________________________________________________________________
 HP0036* NAD 83(1986)-  37 10 50.     (N)    114 28 36.     (W)     SCALED    
 HP0036* NAVD 88     -       822.272  (meters)    2697.74   (feet)  POSTED    
 HP0036  ___________________________________________________________________
 HP0036  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 HP0036  DYNAMIC HT  -         821.440 (meters)    2695.01  (feet)  COMP
 HP0036  MODELED GRAV-     979,595.5   (mgal)                       NAVD 88
 HP0036
 HP0036  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0036
 HP0036.The horizontal coordinates were scaled from a topographic map and have
 HP0036.an estimated accuracy of +/- 6 seconds.
 HP0036
 HP0036.The orthometric height was determined by differential leveling
 HP0036.and adjusted by the National Geodetic Survey in 1992..
 HP0036.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0036.rate of 1.1 thru 2.0 mm/km.
 HP0036
 HP0036.The geoid height was determined by GEOID03.
 HP0036
 HP0036.The dynamic height is computed by dividing the NAVD 88
 HP0036.geopotential number by the normal gravity value computed on the
 HP0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0036.degrees latitude (g = 980.6199 gals.).
 HP0036
 HP0036.The modeled gravity was interpolated from observed gravity values.
 HP0036
 HP0036;                    North         East    Units  Estimated Accuracy
 HP0036;SPC NV E     - 8,270,240.      298,270.      MT  (+/- 180 meters Scaled)
 HP0036
 HP0036                          SUPERSEDED SURVEY CONTROL
 HP0036
 HP0036  NGVD 29 (??/??/92)  821.485  (m)         2695.16   (f) ADJ UNCH    1 2
 HP0036
 HP0036.Superseded values are not recommended for survey control.
 HP0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0036.See file dsdata.txt to determine how the superseded data were derived.
 HP0036
 HP0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB240178(NAD 83)
 HP0036_MARKER: Z = SEE DESCRIPTION
 HP0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0036+STABILITY: SURFACE MOTION
 HP0036
 HP0036  HISTORY     - Date     Condition        Report By
 HP0036  HISTORY     - UNK      MONUMENTED       CGS
 HP0036  HISTORY     - 1950     GOOD             NGS
 HP0036  HISTORY     - 1967     MARK NOT FOUND   USGS
 HP0036
 HP0036                          STATION DESCRIPTION
 HP0036
 HP0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HP0036'IN ST GEORGE.
 HP0036'AT ST. GEORGE, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD, 413 FEET
 HP0036'SOUTH OF THE STATION SIGN, 456 FEET WEST OF THE CENTER LINE OF THE
 HP0036'MAIN TRACK, 354 FEET WEST OF THE RIGHT-OF-WAY FENCE, AT THE FOOT OF A
 HP0036'CLIFF ABOVE A BROAD SANDY WASH, AND ABOUT 2 FEET HIGHER THAN THE
 HP0036'TRACK.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST, NEAR
 HP0036'THE LETTERS USBM.
 HP0036
 HP0036                          STATION RECOVERY (1967)
 HP0036
 HP0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HP0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0004 ***********************************************************************
 MV0004  DESIGNATION -  A 20
 MV0004  PID         -  MV0004
 MV0004  STATE/COUNTY-  NV/HUMBOLDT
 MV0004  USGS QUAD   -  BILK CREEK RESERVOIR (1990)
 MV0004
 MV0004                         *CURRENT SURVEY CONTROL
 MV0004  ___________________________________________________________________
 MV0004* NAD 83(1986)-  41 37 59.     (N)    118 27 16.     (W)     SCALED    
 MV0004* NAVD 88     -      1274.399  (meters)    4181.09   (feet)  ADJUSTED  
 MV0004  ___________________________________________________________________
 MV0004  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 MV0004  DYNAMIC HT  -        1273.538 (meters)    4178.27  (feet)  COMP
 MV0004  MODELED GRAV-     979,903.7   (mgal)                       NAVD 88
 MV0004
 MV0004  VERT ORDER  -  FIRST     CLASS II
 MV0004
 MV0004.The horizontal coordinates were scaled from a topographic map and have
 MV0004.an estimated accuracy of +/- 6 seconds.
 MV0004
 MV0004.The orthometric height was determined by differential leveling
 MV0004.and adjusted by the National Geodetic Survey in June 1991..
 MV0004
 MV0004.The geoid height was determined by GEOID03.
 MV0004
 MV0004.The dynamic height is computed by dividing the NAVD 88
 MV0004.geopotential number by the normal gravity value computed on the
 MV0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0004.degrees latitude (g = 980.6199 gals.).
 MV0004
 MV0004.The modeled gravity was interpolated from observed gravity values.
 MV0004
 MV0004;                    North         East    Units  Estimated Accuracy
 MV0004;SPC NV W     - 4,763,950.      810,740.      MT  (+/- 180 meters Scaled)
 MV0004
 MV0004                          SUPERSEDED SURVEY CONTROL
 MV0004
 MV0004  NGVD 29 (??/??/92) 1273.324  (m)         4177.56   (f) ADJ UNCH    1 2
 MV0004
 MV0004.Superseded values are not recommended for survey control.
 MV0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0004.See file dsdata.txt to determine how the superseded data were derived.
 MV0004
 MV0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG788100(NAD 83)
 MV0004_MARKER: DB = BENCH MARK DISK
 MV0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0004_STAMPING: 4177.531 A 20 1931
 MV0004_MARK LOGO: CGS   
 MV0004_PROJECTION: PROJECTING 10 CENTIMETERS
 MV0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0004+STABILITY: SURFACE MOTION
 MV0004
 MV0004  HISTORY     - Date     Condition        Report By
 MV0004  HISTORY     - 1931     MONUMENTED       CGS
 MV0004  HISTORY     - 1960     GOOD             USGS
 MV0004  HISTORY     - 1984     GOOD             NGS
 MV0004
 MV0004                          STATION DESCRIPTION
 MV0004
 MV0004'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MV0004'27.0 MI SE FROM DENIO.
 MV0004'IN HUMBOLDT COUNTY, NEVADA, 27.0 MILES SOUTHEAST ALONG THE OLD HIGHWAY
 MV0004'FROM DENIO, HARNEY COUNTY, OREGON, 4.0 MILES NORTH OF THE QUINN RIVER
 MV0004'CROSSING RANCH, AND 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. A
 MV0004'STANDARD DISK, STAMPED 4177.531 A 20 1931 AND SET IN THE TOP OF A
 MV0004'CONCRETE POST.
 MV0004
 MV0004                          STATION RECOVERY (1984)
 MV0004
 MV0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MV0004'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  43.72 KM
 MV0004'(27.17 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST OFFICE AT
 MV0004'DENIO, THENCE 0.40 KM (0.25 MI) EAST ALONG A DIRT ROAD, THENCE 0.46 KM
 MV0004'(0.29 MI) NORTHWEST ALONG A TRACK ROAD (OLD DENIO HIGHWAY), 0.1 KM
 MV0004'(0.06 MI) NORTHWEST OF THE T JUNCTION OF A TRACK ROAD LEADING
 MV0004'NORTHEAST, 12.1 METERS (40 FT) EAST OF THE CENTER OF THE OLD ROAD BED.
 MV0004'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 MV0004'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1038 ***********************************************************************
 KR1038  DESIGNATION -  A 200
 KR1038  PID         -  KR1038
 KR1038  STATE/COUNTY-  NV/LYON
 KR1038  USGS QUAD   -  DAYTON (1993)
 KR1038
 KR1038                         *CURRENT SURVEY CONTROL
 KR1038  ___________________________________________________________________
 KR1038* NAD 83(1986)-  39 14 58.     (N)    119 35 19.     (W)     SCALED    
 KR1038* NAVD 88     -      1335.73   (+/-2cm)    4382.3    (feet)  VERTCON   
 KR1038  ___________________________________________________________________
 KR1038  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR1038
 KR1038  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1038
 KR1038.The horizontal coordinates were scaled from a topographic map and have
 KR1038.an estimated accuracy of +/- 6 seconds.
 KR1038
 KR1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1038.The vertical order pertains to the NGVD 29 superseded value.
 KR1038
 KR1038.The geoid height was determined by GEOID03.
 KR1038
 KR1038;                    North         East    Units  Estimated Accuracy
 KR1038;SPC NV W     - 4,499,770.      713,230.      MT  (+/- 180 meters Scaled)
 KR1038
 KR1038                          SUPERSEDED SURVEY CONTROL
 KR1038
 KR1038  NGVD 29 (??/??/92) 1334.677  (m)         4378.85   (f) ADJ UNCH    1 2
 KR1038
 KR1038.Superseded values are not recommended for survey control.
 KR1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1038.See file dsdata.txt to determine how the superseded data were derived.
 KR1038
 KR1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD766476(NAD 83)
 KR1038_MARKER: DB = BENCH MARK DISK
 KR1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1038_STAMPING: A 200 1935
 KR1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1038+STABILITY: SURFACE MOTION
 KR1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1038+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2003
 KR1038
 KR1038  HISTORY     - Date     Condition        Report By
 KR1038  HISTORY     - 1935     MONUMENTED       CGS
 KR1038  HISTORY     - 1953     GOOD             NGS
 KR1038  HISTORY     - 20030901 GOOD             USPSQD
 KR1038
 KR1038                          STATION DESCRIPTION
 KR1038
 KR1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR1038'0.8 MI N FROM DAYTON.
 KR1038'0.8 MILE NORTH ALONG U. S. HIGHWAY 50 FROM THE HIGH SCHOOL AT DAYTON,
 KR1038'0.15 MILE NORTH OF A LARGE CONCRETE RESERVOIR, ON THE EAST SLOPE OF A
 KR1038'HILL, NEAR THE SOUTH END OF A SMALL CUT, ACROSS THE HIGHWAY FROM A
 KR1038'ROCKY CUT, 113.2 FEET NORTH OF THE NORTH END OF AN 18-INCH CORRUGATED
 KR1038'METAL PIPE CULVERT UNDER THE HIGHWAY, 32.0 FEET EAST OF THE CENTER
 KR1038'LINE OF THE HIGHWAY, 1.4 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL
 KR1038'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 KR1038'FOOT ABOVE THE GROUND.
 KR1038
 KR1038                          STATION RECOVERY (2003)
 KR1038
 KR1038'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0810 ***********************************************************************
 KR0810  DESIGNATION -  A 201
 KR0810  PID         -  KR0810
 KR0810  STATE/COUNTY-  NV/STOREY
 KR0810  USGS QUAD   -  MARTIN CANYON (1985)
 KR0810
 KR0810                         *CURRENT SURVEY CONTROL
 KR0810  ___________________________________________________________________
 KR0810* NAD 83(1986)-  39 28 04.     (N)    119 24 58.     (W)     SCALED    
 KR0810* NAVD 88     -      1737.22   (+/-2cm)    5699.5    (feet)  VERTCON   
 KR0810  ___________________________________________________________________
 KR0810  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 KR0810
 KR0810  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0810
 KR0810.The horizontal coordinates were scaled from a topographic map and have
 KR0810.an estimated accuracy of +/- 6 seconds.
 KR0810
 KR0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0810.The vertical order pertains to the NGVD 29 superseded value.
 KR0810
 KR0810.The geoid height was determined by GEOID03.
 KR0810
 KR0810;                    North         East    Units  Estimated Accuracy
 KR0810;SPC NV W     - 4,523,860.      728,340.      MT  (+/- 180 meters Scaled)
 KR0810
 KR0810                          SUPERSEDED SURVEY CONTROL
 KR0810
 KR0810  NGVD 29 (??/??/92) 1736.134  (m)         5695.97   (f) ADJ UNCH    2 0
 KR0810
 KR0810.Superseded values are not recommended for survey control.
 KR0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0810.See file dsdata.txt to determine how the superseded data were derived.
 KR0810
 KR0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD921714(NAD 83)
 KR0810_MARKER: DB = BENCH MARK DISK
 KR0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0810_STAMPING: A 201 1935
 KR0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0810+STABILITY: SURFACE MOTION
 KR0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0810+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2001
 KR0810
 KR0810  HISTORY     - Date     Condition        Report By
 KR0810  HISTORY     - 1935     MONUMENTED       CGS
 KR0810  HISTORY     - 1961     GOOD             NGS
 KR0810  HISTORY     - 20010403 GOOD             NVGS
 KR0810
 KR0810                          STATION DESCRIPTION
 KR0810
 KR0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0810'10.2 MI SE FROM CLARK.
 KR0810'10.2 MILES SOUTHEAST ALONG ROAD TO RAMSEY.  IN SMALL GROUP OF CEDAR
 KR0810'TREES AT FOOT OF SOUTH RANGE OF HILLS.  21.7 FEET SOUTH OF CENTERLINE
 KR0810'OF ROAD, 17.1 FEET NORTH OF SMALL MINE OPENING.
 KR0810
 KR0810                          STATION RECOVERY (1961)
 KR0810
 KR0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KR0810'RECOVERED IN GOOD CONDITION.
 KR0810
 KR0810                          STATION RECOVERY (2001)
 KR0810
 KR0810'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0316 ***********************************************************************
 JR0316  DESIGNATION -  A 202
 JR0316  PID         -  JR0316
 JR0316  STATE/COUNTY-  NV/LYON
 JR0316  USGS QUAD   -  WILSON CANYON (1986)
 JR0316
 JR0316                         *CURRENT SURVEY CONTROL
 JR0316  ___________________________________________________________________
 JR0316* NAD 83(1986)-  38 49 29.     (N)    119 11 47.     (W)     SCALED    
 JR0316* NAVD 88     -      1386.13   (+/-2cm)    4547.7    (feet)  VERTCON   
 JR0316  ___________________________________________________________________
 JR0316  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 JR0316
 JR0316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0316
 JR0316.The horizontal coordinates were scaled from a topographic map and have
 JR0316.an estimated accuracy of +/- 6 seconds.
 JR0316
 JR0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0316.The vertical order pertains to the NGVD 29 superseded value.
 JR0316
 JR0316.The geoid height was determined by GEOID03.
 JR0316
 JR0316;                    North         East    Units  Estimated Accuracy
 JR0316;SPC NV W     - 4,452,320.      746,770.      MT  (+/- 180 meters Scaled)
 JR0316
 JR0316                          SUPERSEDED SURVEY CONTROL
 JR0316
 JR0316  NGVD 29 (??/??/92) 1385.012  (m)         4543.99   (f) ADJ UNCH    2 0
 JR0316
 JR0316.Superseded values are not recommended for survey control.
 JR0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0316.See file dsdata.txt to determine how the superseded data were derived.
 JR0316
 JR0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC093996(NAD 83)
 JR0316_MARKER: DB = BENCH MARK DISK
 JR0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0316_STAMPING: A 202 1935
 JR0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0316+STABILITY: SURFACE MOTION
 JR0316
 JR0316  HISTORY     - Date     Condition        Report By
 JR0316  HISTORY     - 1935     MONUMENTED       CGS
 JR0316  HISTORY     - 1956     MARK NOT FOUND   NGS
 JR0316  HISTORY     - 1984     MARK NOT FOUND   USGS
 JR0316
 JR0316                          STATION DESCRIPTION
 JR0316
 JR0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0316'12.6 MI NE FROM WELLINGTON.
 JR0316'12.6 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM WELLINGTON, LYON
 JR0316'COUNTY, AT THE ENTRANCE TO A CANYON, 30 FEET SOUTHEAST OF A
 JR0316'CONCRETE BRIDGE, 25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JR0316'21 FEET SOUTHEAST OF A LARGE COTTONWOOD TREE, AND 3 FEET NORTH
 JR0316'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 202 1935
 JR0316'AND SET IN THE TOP OF A CONCRETE POST.
 JR0316
 JR0316                          STATION RECOVERY (1956)
 JR0316
 JR0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 JR0316'MARK NOT FOUND.
 JR0316
 JR0316                          STATION RECOVERY (1984)
 JR0316
 JR0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JR0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0389 ***********************************************************************
 KR0389  DESIGNATION -  A 203
 KR0389  PID         -  KR0389
 KR0389  STATE/COUNTY-  NV/LYON
 KR0389  USGS QUAD   -  WEBER RESERVOIR (1987)
 KR0389
 KR0389                         *CURRENT SURVEY CONTROL
 KR0389  ___________________________________________________________________
 KR0389* NAD 83(1986)-  39 03 06.     (N)    118 58 30.     (W)     SCALED    
 KR0389* NAVD 88     -      1417.10   (+/-2cm)    4649.3    (feet)  VERTCON   
 KR0389  ___________________________________________________________________
 KR0389  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 KR0389
 KR0389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0389
 KR0389.The horizontal coordinates were scaled from a topographic map and have
 KR0389.an estimated accuracy of +/- 6 seconds.
 KR0389
 KR0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0389.The vertical order pertains to the NGVD 29 superseded value.
 KR0389
 KR0389.The geoid height was determined by GEOID03.
 KR0389
 KR0389;                    North         East    Units  Estimated Accuracy
 KR0389;SPC NV W     - 4,477,410.      766,100.      MT  (+/- 180 meters Scaled)
 KR0389
 KR0389                          SUPERSEDED SURVEY CONTROL
 KR0389
 KR0389  NGVD 29 (??/??/92) 1416.054  (m)         4645.84   (f) ADJ UNCH    2 0
 KR0389
 KR0389.Superseded values are not recommended for survey control.
 KR0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0389.See file dsdata.txt to determine how the superseded data were derived.
 KR0389
 KR0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD290243(NAD 83)
 KR0389_MARKER: DB = BENCH MARK DISK
 KR0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0389_STAMPING: A 203 1935
 KR0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0389+STABILITY: SURFACE MOTION
 KR0389
 KR0389  HISTORY     - Date     Condition        Report By
 KR0389  HISTORY     - 1935     MONUMENTED       CGS
 KR0389
 KR0389                          STATION DESCRIPTION
 KR0389
 KR0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0389'13.2 MI NE FROM YERINGTON.
 KR0389'TO REACH FROM YERINGTON COURTHOUSE GO 12.2 MILES NORTHEAST ALONG STATE
 KR0389'HIGHWAY 3, THENCE 1.0 MILES NORTH ALONG TRAIL.  AT TOP OF LARGE RANGE
 KR0389'OF HILLS.  63 FEET EAST OF MOUND OF SOLID BLUE GRANITE ROCK, 46 FEET
 KR0389'EAST OF MOUND OF SOLID BLUE GRANITE ROCK, 46 FEET EAST OF CENTERLINE
 KR0389'OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1074 ***********************************************************************
 KR1074  DESIGNATION -  A 209
 KR1074  PID         -  KR1074
 KR1074  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1074  USGS QUAD   -  GENOA (1994)
 KR1074
 KR1074                         *CURRENT SURVEY CONTROL
 KR1074  ___________________________________________________________________
 KR1074* NAD 83(1986)-  39 07 03.     (N)    119 46 26.     (W)     SCALED    
 KR1074* NAVD 88     -      1454.03   (+/-2cm)    4770.4    (feet)  VERTCON   
 KR1074  ___________________________________________________________________
 KR1074  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KR1074
 KR1074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1074
 KR1074.The horizontal coordinates were scaled from a topographic map and have
 KR1074.an estimated accuracy of +/- 6 seconds.
 KR1074
 KR1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1074.The vertical order pertains to the NGVD 29 superseded value.
 KR1074
 KR1074.The geoid height was determined by GEOID03.
 KR1074
 KR1074;                    North         East    Units  Estimated Accuracy
 KR1074;SPC NV W     - 4,485,320.      697,050.      MT  (+/- 180 meters Scaled)
 KR1074
 KR1074                          SUPERSEDED SURVEY CONTROL
 KR1074
 KR1074  NGVD 29 (??/??/92) 1452.896  (m)         4766.71   (f) ADJ UNCH    2 0
 KR1074
 KR1074.Superseded values are not recommended for survey control.
 KR1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1074.See file dsdata.txt to determine how the superseded data were derived.
 KR1074
 KR1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD601334(NAD 83)
 KR1074_MARKER: DB = BENCH MARK DISK
 KR1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1074_STAMPING: A 209 1935
 KR1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1074+STABILITY: SURFACE MOTION
 KR1074
 KR1074  HISTORY     - Date     Condition        Report By
 KR1074  HISTORY     - 1935     MONUMENTED       CGS
 KR1074  HISTORY     - 1951     GOOD             NGS
 KR1074  HISTORY     - 20030908 MARK NOT FOUND   USPSQD
 KR1074
 KR1074                          STATION DESCRIPTION
 KR1074
 KR1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1074'3.3 MI S FROM CARSON CITY.
 KR1074'ABOUT 3.2 MILES SOUTH ALONG U. S. HIGHWAY 395 FROM THE STATE CAPITOL
 KR1074'AT CARSON CITY, THENCE 0.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 50, ON
 KR1074'THE SOUTHEAST SLOPE OF A SMALL HILL, AT THE WEST SIDE OF THE LARGE
 KR1074'TRIANGLE FORMED BY THE JUNCTION OF U.S. HIGHWAY 50 AND 395, 115 YARDS
 KR1074'NORTH OF THE SOUTHWEST END OF THE TRIANGLE, ABOUT 120 YARDS WEST OF
 KR1074'THE ROAD LEADING EAST TO STEWART, 71.6 FEET NORTHWEST OF THE CENTER
 KR1074'LINE OF HIGHWAY 50, 14.7 FEET SOUTH OF A CONCRETE RIGHT OF WAY MARKER,
 KR1074'2.2 FEET EAST OF A WITNESS POST, ABOUT 6 FEET ABOVE THE HIGHWAY, AND
 KR1074'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE ROAD.
 KR1074
 KR1074                          STATION RECOVERY (2003)
 KR1074
 KR1074'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1074'US50 RELOCATED. COORDINATES NOW A COSTCO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0031 ***********************************************************************
 JR0031  DESIGNATION -  A 210
 JR0031  PID         -  JR0031
 JR0031  STATE/COUNTY-  NV/MINERAL
 JR0031  USGS QUAD   -  AURORA (1989)
 JR0031
 JR0031                         *CURRENT SURVEY CONTROL
 JR0031  ___________________________________________________________________
 JR0031* NAD 83(1986)-  38 22 11.     (N)    118 54 07.     (W)     SCALED    
 JR0031* NAVD 88     -      1842.63   (+/-2cm)    6045.4    (feet)  VERTCON   
 JR0031  ___________________________________________________________________
 JR0031  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 JR0031
 JR0031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0031
 JR0031.The horizontal coordinates were scaled from a topographic map and have
 JR0031.an estimated accuracy of +/- 6 seconds.
 JR0031
 JR0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0031.The vertical order pertains to the NGVD 29 superseded value.
 JR0031
 JR0031.The geoid height was determined by GEOID03.
 JR0031
 JR0031;                    North         East    Units  Estimated Accuracy
 JR0031;SPC NV W     - 4,401,690.      772,160.      MT  (+/- 180 meters Scaled)
 JR0031
 JR0031                          SUPERSEDED SURVEY CONTROL
 JR0031
 JR0031  NGVD 29 (??/??/92) 1841.326  (m)         6041.08   (f) ADJ UNCH    2 0
 JR0031
 JR0031.Superseded values are not recommended for survey control.
 JR0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0031.See file dsdata.txt to determine how the superseded data were derived.
 JR0031
 JR0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC338485(NAD 83)
 JR0031_MARKER: DB = BENCH MARK DISK
 JR0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0031_STAMPING: A 210 1935
 JR0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0031+STABILITY: SURFACE MOTION
 JR0031
 JR0031  HISTORY     - Date     Condition        Report By
 JR0031  HISTORY     - 1935     MONUMENTED       CGS
 JR0031  HISTORY     - 1940     GOOD             NGS
 JR0031  HISTORY     - 19841101 GOOD             USGS
 JR0031
 JR0031                          STATION DESCRIPTION
 JR0031
 JR0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0031'1.1 MI N FROM FLETCHER.
 JR0031'0.1 MILE SOUTH ALONG A ROAD FROM THE OLD STORE AT FLETCHER,
 JR0031'MINERAL COUNTY, THENCE 0.5 MILE WEST ALONG THE SWEETWATER ROAD,
 JR0031'AND THENCE 0.5 MILE NORTHWEST ALONG THE SWEETWATER ROAD, AND
 JR0031'THENCE 0.5 MILE NORTHWEST ALONG THE EAST WALKER RIVER ROAD,
 JR0031'NORTH OF THE SWEETWATER ANGE, SOUTH OF COREY PEAK, EAST OF TALL
 JR0031'SNOW-CAPPED MOUNT WHEELER, ON THE SOUTH SLOPE OF A SMALL HILL,
 JR0031'AND 23 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 JR0031'DISK, STAMPED A 210 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JR0031
 JR0031                          STATION RECOVERY (1984)
 JR0031
 JR0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RCN)
 JR0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0399 ***********************************************************************
 JR0399  DESIGNATION -  A 211
 JR0399  PID         -  JR0399
 JR0399  STATE/COUNTY-  NV/LYON
 JR0399  USGS QUAD   -  OREANA PEAK (1986)
 JR0399
 JR0399                         *CURRENT SURVEY CONTROL
 JR0399  ___________________________________________________________________
 JR0399* NAD 83(1986)-  38 46 47.     (N)    119 23 20.     (W)     SCALED    
 JR0399* NAVD 88     -      1470.63   (+/-2cm)    4824.9    (feet)  VERTCON   
 JR0399  ___________________________________________________________________
 JR0399  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 JR0399
 JR0399  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0399
 JR0399.The horizontal coordinates were scaled from a topographic map and have
 JR0399.an estimated accuracy of +/- 6 seconds.
 JR0399
 JR0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0399.The vertical order pertains to the NGVD 29 superseded value.
 JR0399
 JR0399.The geoid height was determined by GEOID03.
 JR0399
 JR0399;                    North         East    Units  Estimated Accuracy
 JR0399;SPC NV W     - 4,447,460.      730,010.      MT  (+/- 180 meters Scaled)
 JR0399
 JR0399                          SUPERSEDED SURVEY CONTROL
 JR0399
 JR0399  NGVD 29 (??/??/92) 1469.478  (m)         4821.11   (f) ADJ UNCH    2 0
 JR0399
 JR0399.Superseded values are not recommended for survey control.
 JR0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0399.See file dsdata.txt to determine how the superseded data were derived.
 JR0399
 JR0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC924950(NAD 83)
 JR0399_MARKER: DB = BENCH MARK DISK
 JR0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0399_STAMPING: A 211 1935
 JR0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0399+STABILITY: SURFACE MOTION
 JR0399
 JR0399  HISTORY     - Date     Condition        Report By
 JR0399  HISTORY     - 1935     MONUMENTED       CGS
 JR0399  HISTORY     - 1983     MARK NOT FOUND   USGS
 JR0399
 JR0399                          STATION DESCRIPTION
 JR0399
 JR0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0399'2 MI N FROM WELLINGTON.
 JR0399'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 JR0399'AT WELLINGTON, LYON COUNTY, THENCE 1.0 MILE NORTH ALONG A GRAVEL
 JR0399'ROAD LEADING TO ARTESIA, 37 FEET NORTHWEST OF THE JUNCTION OF A
 JR0399'ROAD LEADING WEST, 41 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 JR0399'ROAD, 20 FEET WEST OF A FENCE CORNER, AND 3 FEET SOUTH OF THE
 JR0399'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED A 211 1935
 JR0399'AND SET IN THE TOP OF A CONCRETE POST.
 JR0399
 JR0399                          STATION RECOVERY (1983)
 JR0399
 JR0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JR0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0024 ***********************************************************************
 JR0024  DESIGNATION -  A 212
 JR0024  PID         -  JR0024
 JR0024  STATE/COUNTY-  NV/LYON
 JR0024  USGS QUAD   -  NINEMILE RANCH (1989)
 JR0024
 JR0024                         *CURRENT SURVEY CONTROL
 JR0024  ___________________________________________________________________
 JR0024* NAD 83(1986)-  38 27 54.     (N)    118 54 47.     (W)     SCALED    
 JR0024* NAVD 88     -      1967.64   (+/-2cm)    6455.5    (feet)  VERTCON   
 JR0024  ___________________________________________________________________
 JR0024  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 JR0024
 JR0024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0024
 JR0024.The horizontal coordinates were scaled from a topographic map and have
 JR0024.an estimated accuracy of +/- 6 seconds.
 JR0024
 JR0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0024.The vertical order pertains to the NGVD 29 superseded value.
 JR0024
 JR0024.The geoid height was determined by GEOID03.
 JR0024
 JR0024;                    North         East    Units  Estimated Accuracy
 JR0024;SPC NV W     - 4,412,270.      771,230.      MT  (+/- 180 meters Scaled)
 JR0024
 JR0024                          SUPERSEDED SURVEY CONTROL
 JR0024
 JR0024  NGVD 29 (??/??/92) 1966.351  (m)         6451.27   (f) ADJ UNCH    2 0
 JR0024
 JR0024.Superseded values are not recommended for survey control.
 JR0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0024.See file dsdata.txt to determine how the superseded data were derived.
 JR0024
 JR0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC330591(NAD 83)
 JR0024_MARKER: DB = BENCH MARK DISK
 JR0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0024_STAMPING: A 212 1935
 JR0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0024+STABILITY: SURFACE MOTION
 JR0024
 JR0024  HISTORY     - Date     Condition        Report By
 JR0024  HISTORY     - 1935     MONUMENTED       CGS
 JR0024  HISTORY     - 1940     GOOD             NGS
 JR0024  HISTORY     - 19850214 MARK NOT FOUND   USGS
 JR0024
 JR0024                          STATION DESCRIPTION
 JR0024
 JR0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0024'8.2 MI N FROM FLECTHER.
 JR0024'IN LYON COUNTY, 0.1 MILE SOUTH ALONG A ROAD FROM THE OLD STORE AT
 JR0024'FLETCHER, MINERAL COUNTY, THENCE 0.5 MILE WEST ALONG THE SWEETWATER
 JR0024'ROAD, AND THENCE 7.6 MILES NORTH ALONG THE EAST WALKER RIVER ROAD,
 JR0024'ON THE SOUTH SLOPE OF THE WALKER RANGE, NORTHEAST OF A LARGE
 JR0024'HILL, AT A DIVIDE, AND 37 FEET SOUTH OF THE CENTERLINE OF THE
 JR0024'ROAD.  A STANDARD DISK, STAMPED A 212 1935 AND SET IN THE TOP OF
 JR0024'A CONCRETE POST.
 JR0024
 JR0024                          STATION RECOVERY (1985)
 JR0024
 JR0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (PI)
 JR0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0126 ***********************************************************************
 JR0126  DESIGNATION -  A 213
 JR0126  PID         -  JR0126
 JR0126  STATE/COUNTY-  NV/LYON
 JR0126  USGS QUAD   -  BUTLER MOUNTAIN (1988)
 JR0126
 JR0126                         *CURRENT SURVEY CONTROL
 JR0126  ___________________________________________________________________
 JR0126* NAD 83(1986)-  38 44 34.     (N)    118 57 57.     (W)     SCALED    
 JR0126* NAVD 88     -      1497.50   (+/-2cm)    4913.0    (feet)  VERTCON   
 JR0126  ___________________________________________________________________
 JR0126  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 JR0126
 JR0126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0126
 JR0126.The horizontal coordinates were scaled from a topographic map and have
 JR0126.an estimated accuracy of +/- 6 seconds.
 JR0126
 JR0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0126.The vertical order pertains to the NGVD 29 superseded value.
 JR0126
 JR0126.The geoid height was determined by GEOID03.
 JR0126
 JR0126;                    North         East    Units  Estimated Accuracy
 JR0126;SPC NV W     - 4,443,120.      766,750.      MT  (+/- 180 meters Scaled)
 JR0126
 JR0126                          SUPERSEDED SURVEY CONTROL
 JR0126
 JR0126  NGVD 29 (??/??/92) 1496.380  (m)         4909.37   (f) ADJ UNCH    2 0
 JR0126
 JR0126.Superseded values are not recommended for survey control.
 JR0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0126.See file dsdata.txt to determine how the superseded data were derived.
 JR0126
 JR0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC291900(NAD 83)
 JR0126_MARKER: DB = BENCH MARK DISK
 JR0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0126_STAMPING: A 213 1935
 JR0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0126+STABILITY: SURFACE MOTION
 JR0126
 JR0126  HISTORY     - Date     Condition        Report By
 JR0126  HISTORY     - 1935     MONUMENTED       CGS
 JR0126  HISTORY     - 1940     GOOD             NGS
 JR0126
 JR0126                          STATION DESCRIPTION
 JR0126
 JR0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0126'25.6 MI SE FROM YERINGTON.
 JR0126'TO REACH FROM YERINGTON COURTHOUSE GO 10.2 MILES SOUTH ALONG
 JR0126'NEVADA STATE HIWAY 3 TO A SIGN MASON VALLEY CCC CAMP.  THENCE
 JR0126'GO 3.8 MILES EAST ALONG GRADED ROAD TO JUNCTION 0.1 MILE EAST
 JR0126'OF BRIDGE OVER THE EAST WALKER RIVER.  THENCE 10.5 MILES SOUTHEAST
 JR0126'ALONG GRADED ROAD TO SIGN SHOWING ROAD TO SUNNLY SLOPE MINE.
 JR0126'THENCE 1.1 MILES EAST ALONG ROAD.  ON THE EAST SIDE OF WALKER
 JR0126'RIVER VALLEY, ABOUT 1.4 MILES EAST OF WALKER RIVER.  31.0 FEET
 JR0126'SOUTH OF CENTERLINE OF ROAD.  STANDARD TABLET IN TOP OF CONCRETE
 JR0126'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0182 ***********************************************************************
 JR0182  DESIGNATION -  A 214
 JR0182  PID         -  JR0182
 JR0182  STATE/COUNTY-  NV/MINERAL
 JR0182  USGS QUAD   -  REESE RIVER CANYON (1988)
 JR0182
 JR0182                         *CURRENT SURVEY CONTROL
 JR0182  ___________________________________________________________________
 JR0182* NAD 83(1986)-  38 51 13.     (N)    118 47 02.     (W)     SCALED    
 JR0182* NAVD 88     -      1254.95   (+/-2cm)    4117.3    (feet)  VERTCON   
 JR0182  ___________________________________________________________________
 JR0182  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 JR0182
 JR0182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0182
 JR0182.The horizontal coordinates were scaled from a topographic map and have
 JR0182.an estimated accuracy of +/- 6 seconds.
 JR0182
 JR0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0182.The vertical order pertains to the NGVD 29 superseded value.
 JR0182
 JR0182.The geoid height was determined by GEOID03.
 JR0182
 JR0182;                    North         East    Units  Estimated Accuracy
 JR0182;SPC NV W     - 4,455,370.      782,590.      MT  (+/- 180 meters Scaled)
 JR0182
 JR0182                          SUPERSEDED SURVEY CONTROL
 JR0182
 JR0182  NGVD 29 (??/??/92) 1253.856  (m)         4113.69   (f) ADJ UNCH    2 0
 JR0182
 JR0182.Superseded values are not recommended for survey control.
 JR0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0182.See file dsdata.txt to determine how the superseded data were derived.
 JR0182
 JR0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD452020(NAD 83)
 JR0182_MARKER: DB = BENCH MARK DISK
 JR0182_SETTING: 80 = SET IN A BOULDER
 JR0182_SP_SET: BOULDER
 JR0182_STAMPING: A-214 1935
 JR0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0182+STABILITY: SURFACE MOTION
 JR0182
 JR0182  HISTORY     - Date     Condition        Report By
 JR0182  HISTORY     - 1935     MONUMENTED       CGS
 JR0182  HISTORY     - 1961     MARK NOT FOUND   NVDH
 JR0182
 JR0182                          STATION DESCRIPTION
 JR0182
 JR0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0182'7 MI S FROM SCHURZ.
 JR0182'BENCH MARK IS ALONG STATE HIGHWAY 3 BETWEEN SCHURZ AND HAWTHORNE.
 JR0182'BENCH MARK IS ON THE EASTERN SLOPE OF WALKER (WASSUK) RANGE,
 JR0182'AT THE MOUTH OF REESE RIVER CANYON, ABOUT 0.5 MILE WEST OF THE
 JR0182'WEST SHORE OF WALKER LANE, AND 137 FEET EAST OF THE CENTER
 JR0182'LINE OF THE HIGHWAY.  NOTE-- ADILIGENT SEARCH WAS MADE FOR THIS
 JR0182'MARK ALONG THE E SIDE OF THE OLD ALIGNMENT FOR 0.4 MI.  THE
 JR0182'POSITION FOR THIS MARK IS AT THE MOUTH OF THE REESE RIVER
 JR0182'CANYON, IN AN AREA THAT WAS SUBJECT TO EROSION AND RUBBLE
 JR0182'COVERAGE FROM CLOUD BURSTS IN 1952-1953, IT IS BELIEVED TO BE
 JR0182'COVERED BY RUBBLE.
 JR0182
 JR0182                          STATION RECOVERY (1961)
 JR0182
 JR0182'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 JR0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0120 ***********************************************************************
 JR0120  DESIGNATION -  A 217
 JR0120  PID         -  JR0120
 JR0120  STATE/COUNTY-  NV/LYON
 JR0120  USGS QUAD   -  BUTLER MOUNTAIN (1988)
 JR0120
 JR0120                         *CURRENT SURVEY CONTROL
 JR0120  ___________________________________________________________________
 JR0120* NAD 83(1986)-  38 42 44.     (N)    118 58 58.     (W)     SCALED    
 JR0120* NAVD 88     -      1439.73   (+/-2cm)    4723.5    (feet)  VERTCON   
 JR0120  ___________________________________________________________________
 JR0120  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 JR0120
 JR0120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0120
 JR0120.The horizontal coordinates were scaled from a topographic map and have
 JR0120.an estimated accuracy of +/- 6 seconds.
 JR0120
 JR0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0120.The vertical order pertains to the NGVD 29 superseded value.
 JR0120
 JR0120.The geoid height was determined by GEOID03.
 JR0120
 JR0120;                    North         East    Units  Estimated Accuracy
 JR0120;SPC NV W     - 4,439,730.      765,260.      MT  (+/- 180 meters Scaled)
 JR0120
 JR0120                          SUPERSEDED SURVEY CONTROL
 JR0120
 JR0120  NGVD 29 (??/??/92) 1438.607  (m)         4719.83   (f) ADJ UNCH    2 0
 JR0120
 JR0120.Superseded values are not recommended for survey control.
 JR0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0120.See file dsdata.txt to determine how the superseded data were derived.
 JR0120
 JR0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC276867(NAD 83)
 JR0120_MARKER: DB = BENCH MARK DISK
 JR0120_SETTING: 80 = SET IN A BOULDER
 JR0120_SP_SET: BOULDER
 JR0120_STAMPING: A 217 1935
 JR0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0120+STABILITY: SURFACE MOTION
 JR0120
 JR0120  HISTORY     - Date     Condition        Report By
 JR0120  HISTORY     - 1935     MONUMENTED       CGS
 JR0120  HISTORY     - 1956     MARK NOT FOUND   USGS
 JR0120  HISTORY     - 19850123 MARK NOT FOUND   USGS
 JR0120
 JR0120                          STATION DESCRIPTION
 JR0120
 JR0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0120'12.7 MI N FROM WICHMAN.
 JR0120'TO REACH FROM POST OFFICE GO 0.7 MILE NORTH TO POLI RANCH,
 JR0120'THENCE 0.4 MILE WEST TO EAST WALKER SCHOOL, THENCE 7.1 MILES
 JR0120'NORTH, THENCE 4.5 MILES NORTHEAST.  2.7 MILES NORTHEAST OF
 JR0120'CAMBRIDGE MINE, 0.9 MILE SOUTHWEST OF ROSSAHA RANCH HOUSE, 0.6
 JR0120'MILE SOUTH OF BRIDGE OVER EAST WALKER RIVER.  AT FOOT OF LARGE
 JR0120'STEEP GRANITE BOULDER, IN TOP OF LARGE BOULDER BY SIDE OF ROAD.
 JR0120'8 FEET WEST OF CENTERLINE OF ROAD.
 JR0120
 JR0120                          STATION RECOVERY (1956)
 JR0120
 JR0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 JR0120'MARK NOT FOUND.
 JR0120
 JR0120                          STATION RECOVERY (1985)
 JR0120
 JR0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RCN)
 JR0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0356 ***********************************************************************
 KR0356  DESIGNATION -  A 218
 KR0356  PID         -  KR0356
 KR0356  STATE/COUNTY-  NV/MINERAL
 KR0356  USGS QUAD   -  TERRILL MOUNTAINS (1987)
 KR0356
 KR0356                         *CURRENT SURVEY CONTROL
 KR0356  ___________________________________________________________________
 KR0356* NAD 83(1986)-  39 00 14.     (N)    118 41 50.     (W)     SCALED    
 KR0356* NAVD 88     -      1308.72   (+/-2cm)    4293.7    (feet)  VERTCON   
 KR0356  ___________________________________________________________________
 KR0356  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 KR0356
 KR0356  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0356
 KR0356.The horizontal coordinates were scaled from a topographic map and have
 KR0356.an estimated accuracy of +/- 6 seconds.
 KR0356
 KR0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0356.The vertical order pertains to the NGVD 29 superseded value.
 KR0356
 KR0356.The geoid height was determined by GEOID03.
 KR0356
 KR0356;                    North         East    Units  Estimated Accuracy
 KR0356;SPC NV W     - 4,472,040.      790,140.      MT  (+/- 180 meters Scaled)
 KR0356
 KR0356                          SUPERSEDED SURVEY CONTROL
 KR0356
 KR0356  NGVD 29 (??/??/92) 1307.68   (m)         4290.3    (f) COMPUTED    1 2
 KR0356
 KR0356.Superseded values are not recommended for survey control.
 KR0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0356.See file dsdata.txt to determine how the superseded data were derived.
 KR0356
 KR0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD530185(NAD 83)
 KR0356_MARKER: DB = BENCH MARK DISK
 KR0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0356_STAMPING: A 218 1935
 KR0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0356+STABILITY: SURFACE MOTION
 KR0356
 KR0356  HISTORY     - Date     Condition        Report By
 KR0356  HISTORY     - 1935     MONUMENTED       CGS
 KR0356  HISTORY     - 1955     GOOD             NGS
 KR0356
 KR0356                          STATION DESCRIPTION
 KR0356
 KR0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0356'7.7 MI NE FROM SCHURZ.
 KR0356'1.1 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE CROSSING OF THE
 KR0356'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, THENCE 6.6 MILES
 KR0356'NORTHEAST ALONG A COUNTY GRADED ROAD, 0.45 MILE NORTHEAST OF THE
 KR0356'INTERSECTION OF A DIM TRACK ROAD AND THE CROSSING OF A DRY WASH, 250
 KR0356'FEET EAST OF THE CENTER OF THE NORTHWEST END OF A BLADED DRAINAGE
 KR0356'DITCH, 57 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET
 KR0356'NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET
 KR0356'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0583 ***********************************************************************
 KR0583  DESIGNATION -  A 22
 KR0583  PID         -  KR0583
 KR0583  STATE/COUNTY-  NV/LYON
 KR0583  USGS QUAD   -  FERNLEY WEST (1985)
 KR0583
 KR0583                         *CURRENT SURVEY CONTROL
 KR0583  ___________________________________________________________________
 KR0583* NAD 83(1986)-  39 36 37.     (N)    119 15 05.     (W)     SCALED    
 KR0583* NAVD 88     -      1267.554  (meters)    4158.63   (feet)  ADJUSTED  
 KR0583  ___________________________________________________________________
 KR0583  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 KR0583  DYNAMIC HT  -        1266.455 (meters)    4155.03  (feet)  COMP
 KR0583  MODELED GRAV-     979,715.9   (mgal)                       NAVD 88
 KR0583
 KR0583  VERT ORDER  -  FIRST     CLASS I
 KR0583
 KR0583.The horizontal coordinates were scaled from a topographic map and have
 KR0583.an estimated accuracy of +/- 6 seconds.
 KR0583
 KR0583.The orthometric height was determined by differential leveling
 KR0583.and adjusted by the National Geodetic Survey in June 1991..
 KR0583.WARNING-Repeat measurements at this control monument indicate possible
 KR0583.vertical movement.
 KR0583
 KR0583.The geoid height was determined by GEOID03.
 KR0583
 KR0583.The dynamic height is computed by dividing the NAVD 88
 KR0583.geopotential number by the normal gravity value computed on the
 KR0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0583.degrees latitude (g = 980.6199 gals.).
 KR0583
 KR0583.The modeled gravity was interpolated from observed gravity values.
 KR0583
 KR0583;                    North         East    Units  Estimated Accuracy
 KR0583;SPC NV W     - 4,539,560.      742,640.      MT  (+/- 180 meters Scaled)
 KR0583
 KR0583                          SUPERSEDED SURVEY CONTROL
 KR0583
 KR0583  NGVD 29 (??/??/92) 1266.583  (m)         4155.45   (f) ADJ UNCH    1 1
 KR0583
 KR0583.Superseded values are not recommended for survey control.
 KR0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0583.See file dsdata.txt to determine how the superseded data were derived.
 KR0583
 KR0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD067869(NAD 83)
 KR0583_MARKER: DB = BENCH MARK DISK
 KR0583_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KR0583+WITH SETTING: PAVEMENT
 KR0583_SP_SET: WATER TOWER LEG FOUNDATION
 KR0583_STAMPING: A 22 1931 4155.159
 KR0583_MARK LOGO: CGS   
 KR0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0583+STABILITY: SURFACE MOTION
 KR0583
 KR0583  HISTORY     - Date     Condition        Report By
 KR0583  HISTORY     - 1931     MONUMENTED       CGS
 KR0583  HISTORY     - 1969     GOOD             NGS
 KR0583  HISTORY     - 1986     GOOD             NGS
 KR0583
 KR0583                          STATION DESCRIPTION
 KR0583
 KR0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR0583'IN FERNLEY.
 KR0583'AT FERNLEY, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 3 1/2 POLES
 KR0583'EAST OF MILEPOLE 276, IN THE TOP OF A CONCRETE BLOCK (THE FORMER
 KR0583'FOUNDATION OF THE SOUTHWEST LEG OF A WATER TANK), 55.9 FEET NORTH OF
 KR0583'THE NORTH RAIL OF THE MAIN TRACK, 149.0 FEET NORTH-NORTHEAST OF AND
 KR0583'ACROSS THE TRACK FROM THE NORTHWEST CORNER OF THE RAILROAD STATION,
 KR0583'AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 KR0583
 KR0583                          STATION RECOVERY (1986)
 KR0583
 KR0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0583'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25
 KR0583'MI) NORTH ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0583'FERNLEY, THENCE 0.12 KM (0.07 MI) NORTH ALONG EAST STREET, 0.3 METER
 KR0583'(1.0 FT) EAST OF THE SOUTHWEST CORNER OF THE SOUTHWESTMOST 1 OF 4
 KR0583'BLOCK FOUNDATIONS FOR AN OLD WATER TANK (REMOVED), 58.9 METERS
 KR0583'(193 FT) WEST OF THE EXTENDED CENTERLINE OF EAST STREET, 45.4 METERS
 KR0583'(149 FT) NORTHEAST AND ACROSS THE SOUTHERN PACIFIC RAILROAD TRACKS
 KR0583'FROM THE STATION, 19.8 METERS (65 FT) NORTH OF THE NORTH RAIL OF THE
 KR0583'MAIN TRACK.
 KR0583'THE MARK IS 0.6 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0324 ***********************************************************************
 GS0324  DESIGNATION -  A 23
 GS0324  PID         -  GS0324
 GS0324  STATE/COUNTY-  NV/NYE
 GS0324  USGS QUAD   -  CARRARA CANYON (1987)
 GS0324
 GS0324                         *CURRENT SURVEY CONTROL
 GS0324  ___________________________________________________________________
 GS0324* NAD 83(1986)-  36 45 42.     (N)    116 42 07.     (W)     SCALED    
 GS0324* NAVD 88     -       847.255  (meters)    2779.70   (feet)  ADJUSTED  
 GS0324  ___________________________________________________________________
 GS0324  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 GS0324  DYNAMIC HT  -         846.404 (meters)    2776.91  (feet)  COMP
 GS0324  MODELED GRAV-     979,598.4   (mgal)                       NAVD 88
 GS0324
 GS0324  VERT ORDER  -  FIRST     CLASS II
 GS0324
 GS0324.The horizontal coordinates were scaled from a topographic map and have
 GS0324.an estimated accuracy of +/- 6 seconds.
 GS0324
 GS0324.The orthometric height was determined by differential leveling
 GS0324.and adjusted by the National Geodetic Survey in June 1991..
 GS0324
 GS0324.The geoid height was determined by GEOID03.
 GS0324
 GS0324.The dynamic height is computed by dividing the NAVD 88
 GS0324.geopotential number by the normal gravity value computed on the
 GS0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0324.degrees latitude (g = 980.6199 gals.).
 GS0324
 GS0324.The modeled gravity was interpolated from observed gravity values.
 GS0324
 GS0324;                    North         East    Units  Estimated Accuracy
 GS0324;SPC NV C     - 6,223,180.      496,850.      MT  (+/- 180 meters Scaled)
 GS0324
 GS0324                          SUPERSEDED SURVEY CONTROL
 GS0324
 GS0324  NGVD 29 (??/??/??)  846.421  (m)         2776.97   (f) ADJUSTED    1 2
 GS0324
 GS0324.Superseded values are not recommended for survey control.
 GS0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0324.See file dsdata.txt to determine how the superseded data were derived.
 GS0324
 GS0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA266684(NAD 83)
 GS0324_MARKER: DB = BENCH MARK DISK
 GS0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0324_STAMPING: 2776.963 A 23 1933
 GS0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0324+STABILITY: SURFACE MOTION
 GS0324
 GS0324  HISTORY     - Date     Condition        Report By
 GS0324  HISTORY     - 1933     MONUMENTED       CGS
 GS0324  HISTORY     - 1943     GOOD             NGS
 GS0324
 GS0324                          STATION DESCRIPTION
 GS0324
 GS0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GS0324'11.1 MI SE FROM BEATTY.
 GS0324'11.1 MILES SOUTHEAST ALONG THE ABANDONED TONOPAH AND TIDEWATER
 GS0324'RAILROAD FROM BEATTY, NYE COUNTY, AND 47 FEET EAST OF THE
 GS0324'CENTERLINE OF THE OLD ROADBED.  A STANDARD DISK, STAMPED 2776.963
 GS0324'A 23 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 GS0324'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0296 ***********************************************************************
 JR0296  DESIGNATION -  A 24
 JR0296  PID         -  JR0296
 JR0296  STATE/COUNTY-  NV/MINERAL
 JR0296  USGS QUAD   -  MINA (1967)
 JR0296
 JR0296                         *CURRENT SURVEY CONTROL
 JR0296  ___________________________________________________________________
 JR0296* NAD 83(1986)-  38 25 48.     (N)    118 03 40.     (W)     SCALED    
 JR0296* NAVD 88     -      1508.088  (meters)    4947.79   (feet)  ADJUSTED  
 JR0296  ___________________________________________________________________
 JR0296  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 JR0296  DYNAMIC HT  -        1506.520 (meters)    4942.64  (feet)  COMP
 JR0296  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 JR0296
 JR0296  VERT ORDER  -  FIRST     CLASS II
 JR0296
 JR0296.The horizontal coordinates were scaled from a topographic map and have
 JR0296.an estimated accuracy of +/- 6 seconds.
 JR0296
 JR0296.The orthometric height was determined by differential leveling
 JR0296.and adjusted by the National Geodetic Survey in June 1991..
 JR0296
 JR0296.The geoid height was determined by GEOID03.
 JR0296
 JR0296.The dynamic height is computed by dividing the NAVD 88
 JR0296.geopotential number by the normal gravity value computed on the
 JR0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0296.degrees latitude (g = 980.6199 gals.).
 JR0296
 JR0296.The modeled gravity was interpolated from observed gravity values.
 JR0296
 JR0296;                    North         East    Units  Estimated Accuracy
 JR0296;SPC NV W     - 4,408,460.      845,600.      MT  (+/- 180 meters Scaled)
 JR0296
 JR0296                          SUPERSEDED SURVEY CONTROL
 JR0296
 JR0296  NGVD 29 (??/??/92) 1506.932  (m)         4943.99   (f) ADJ UNCH    1 2
 JR0296
 JR0296.Superseded values are not recommended for survey control.
 JR0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0296.See file dsdata.txt to determine how the superseded data were derived.
 JR0296
 JR0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC073540(NAD 83)
 JR0296_MARKER: DB = BENCH MARK DISK
 JR0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0296_STAMPING: 4943.953 A 24 1933
 JR0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0296+STABILITY: SURFACE MOTION
 JR0296
 JR0296  HISTORY     - Date     Condition        Report By
 JR0296  HISTORY     - 1933     MONUMENTED       CGS
 JR0296  HISTORY     - 1984     GOOD             NGS
 JR0296
 JR0296                          STATION DESCRIPTION
 JR0296
 JR0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JR0296'4.4 MI NE FROM MINA.
 JR0296'4.4 MILES NORTHEAST ALONG THE ROAD TO BATTLES WELL FROM THE
 JR0296'SOUTHERN PACIFIC CO. RAILROAD STATION AT MINA, MINERAL COUNTY,
 JR0296'AND 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 JR0296'DISK, STAMPED 4943.953 A 24 1933 AND SET IN THE TOP OF A CONCRETE
 JR0296'POST PROJECTING 1 FOOT ABOVE GROUND.
 JR0296
 JR0296                          STATION RECOVERY (1984)
 JR0296
 JR0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0350 ***********************************************************************
 JQ0350  DESIGNATION -  A 25
 JQ0350  PID         -  JQ0350
 JQ0350  STATE/COUNTY-  NV/MINERAL
 JQ0350  USGS QUAD   -  GRANNY GOOSE WELL (1980)
 JQ0350
 JQ0350                         *CURRENT SURVEY CONTROL
 JQ0350  ___________________________________________________________________
 JQ0350* NAD 83(1986)-  38 37 43.     (N)    117 53 43.     (W)     SCALED    
 JQ0350* NAVD 88     -      1720.538  (meters)    5644.80   (feet)  ADJUSTED  
 JQ0350  ___________________________________________________________________
 JQ0350  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 JQ0350  DYNAMIC HT  -        1718.706 (meters)    5638.79  (feet)  COMP
 JQ0350  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 JQ0350
 JQ0350  VERT ORDER  -  FIRST     CLASS II
 JQ0350
 JQ0350.The horizontal coordinates were scaled from a topographic map and have
 JQ0350.an estimated accuracy of +/- 6 seconds.
 JQ0350
 JQ0350.The orthometric height was determined by differential leveling
 JQ0350.and adjusted by the National Geodetic Survey in June 1991..
 JQ0350
 JQ0350.The geoid height was determined by GEOID03.
 JQ0350
 JQ0350.The dynamic height is computed by dividing the NAVD 88
 JQ0350.geopotential number by the normal gravity value computed on the
 JQ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0350.degrees latitude (g = 980.6199 gals.).
 JQ0350
 JQ0350.The modeled gravity was interpolated from observed gravity values.
 JQ0350
 JQ0350;                    North         East    Units  Estimated Accuracy
 JQ0350;SPC NV W     - 4,430,600.      859,910.      MT  (+/- 180 meters Scaled)
 JQ0350
 JQ0350                          SUPERSEDED SURVEY CONTROL
 JQ0350
 JQ0350  NGVD 29 (??/??/92) 1719.292  (m)         5640.71   (f) ADJ UNCH    1 2
 JQ0350
 JQ0350.Superseded values are not recommended for survey control.
 JQ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0350.See file dsdata.txt to determine how the superseded data were derived.
 JQ0350
 JQ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC220759(NAD 83)
 JQ0350_MARKER: DB = BENCH MARK DISK
 JQ0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0350_STAMPING: 5640.710 A 25 1933
 JQ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0350+STABILITY: SURFACE MOTION
 JQ0350
 JQ0350  HISTORY     - Date     Condition        Report By
 JQ0350  HISTORY     - 1933     MONUMENTED       CGS
 JQ0350  HISTORY     - 1934     GOOD             NGS
 JQ0350  HISTORY     - 1975     GOOD             USGS
 JQ0350
 JQ0350                          STATION DESCRIPTION
 JQ0350
 JQ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0350'7 MI SW FROM PACTOLUS.
 JQ0350'IN MINERAL COUNTY, 7 MILES SOUTHWEST ALONG A ROAD FROM PACTOLUS, NYE
 JQ0350'COUNTY, 1.1 MILES SOUTHWEST OF THE INTERSECTION OF THE SIMON-GOLDYKE
 JQ0350'ROAD, AND 21 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 JQ0350'DISK, STAMPED 5640.710 A 25 1933 AND SET IN THE TOP OF A CONCRETE POST
 JQ0350'PROJECTING 0.8 FOOT ABOVE GROUND.
 JQ0350
 JQ0350                          STATION RECOVERY (1975)
 JQ0350
 JQ0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JQ0350'PACTOLUS, 2 MI SW. TO X-RD., THENCE 3.8 MI S. TO X-RD., THENCE 1.0 MI
 JQ0350'NW. ABOUT 500 FT S. OF RD., 21 FT W. OF OLD RD. SET IN TOP OF
 JQ0350'CONCRETE POST PROJECTING 0.8 FT ABOVE GROUND. STANDARD DISK STAMPED
 JQ0350'5640.710 A 25 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0193 ***********************************************************************
 KQ0193  DESIGNATION -  A 27
 KQ0193  PID         -  KQ0193
 KQ0193  STATE/COUNTY-  NV/LANDER
 KQ0193  USGS QUAD   -  BUNKER HILL (1988)
 KQ0193
 KQ0193                         *CURRENT SURVEY CONTROL
 KQ0193  ___________________________________________________________________
 KQ0193* NAD 83(1986)-  39 18 42.     (N)    117 14 28.     (W)     SCALED    
 KQ0193* NAVD 88     -      1791.456  (meters)    5877.47   (feet)  ADJUSTED  
 KQ0193  ___________________________________________________________________
 KQ0193  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 KQ0193  DYNAMIC HT  -        1789.601 (meters)    5871.38  (feet)  COMP
 KQ0193  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 KQ0193
 KQ0193  VERT ORDER  -  FIRST     CLASS II
 KQ0193
 KQ0193.The horizontal coordinates were scaled from a topographic map and have
 KQ0193.an estimated accuracy of +/- 6 seconds.
 KQ0193
 KQ0193.The orthometric height was determined by differential leveling
 KQ0193.and adjusted by the National Geodetic Survey in June 1991..
 KQ0193
 KQ0193.The geoid height was determined by GEOID03.
 KQ0193
 KQ0193.The dynamic height is computed by dividing the NAVD 88
 KQ0193.geopotential number by the normal gravity value computed on the
 KQ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0193.degrees latitude (g = 980.6199 gals.).
 KQ0193
 KQ0193.The modeled gravity was interpolated from observed gravity values.
 KQ0193
 KQ0193;                    North         East    Units  Estimated Accuracy
 KQ0193;SPC NV C     - 6,506,350.      450,460.      MT  (+/- 180 meters Scaled)
 KQ0193
 KQ0193                          SUPERSEDED SURVEY CONTROL
 KQ0193
 KQ0193  NGVD 29 (??/??/92) 1790.181  (m)         5873.29   (f) ADJ UNCH    1 2
 KQ0193
 KQ0193.Superseded values are not recommended for survey control.
 KQ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0193.See file dsdata.txt to determine how the superseded data were derived.
 KQ0193
 KQ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD792513(NAD 83)
 KQ0193_MARKER: DB = BENCH MARK DISK
 KQ0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0193_STAMPING: 5873.138 A 27 1933
 KQ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0193+STABILITY: SURFACE MOTION
 KQ0193
 KQ0193  HISTORY     - Date     Condition        Report By
 KQ0193  HISTORY     - 1933     MONUMENTED       CGS
 KQ0193  HISTORY     - 1955     GOOD             USGS
 KQ0193  HISTORY     - 1969     GOOD             USGS
 KQ0193  HISTORY     - 1984     GOOD             USGS
 KQ0193  HISTORY     - 1985     GOOD             NGS
 KQ0193
 KQ0193                          STATION DESCRIPTION
 KQ0193
 KQ0193'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0193'16.8 MI SW FROM AUSTIN.
 KQ0193'16.8 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM AUSTIN MARK FOUND IN
 KQ0193'GOOD CONDITION.  DESCRIPTION SHOULD BE MADE TO READ AS FOLLOWS.  2.0
 KQ0193'MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE IN
 KQ0193'AUSTIN, LANDER COUNTY, THENCE 7.2 MILES SOUTH ALONG THE BIG CREEK
 KQ0193'ROAD, THENCE 0.2 MILES SOUTH ALONG DIRT ROAD, THENCE 7.6 MILES SOUTH
 KQ0193'ALONG ABANDONED ROAD, THENCE 0.6 MILE SOUTH ALONG STATE HIGHWAY 21, 28
 KQ0193'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KQ0193'5873.138 A 27 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 KQ0193'FOOT ABOVE GROUND.
 KQ0193
 KQ0193                          STATION RECOVERY (1969)
 KQ0193
 KQ0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KQ0193'RECOVERED IN GOOD CONDITION.
 KQ0193
 KQ0193                          STATION RECOVERY (1984)
 KQ0193
 KQ0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KQ0193'2.0 MILES SOUTHWEST ON US 50 FROM THE COUNTY COURTHOUSE IN AUSTIN.
 KQ0193'3.1 MILES WEST TO PAVED T-ROAD SOUTH. SOUTH ON PAVED ROAD FOR 0.25
 KQ0193'MILES TO OLD US 50, THENCE SOUTHWEST ON OLD US 50 FOR 6.15 MILES TO
 KQ0193'T-ROAD SOUTH, SOUTH ON GRAVEL ROAD FOR 9.6 MILES TO BENCH MARK, 28
 KQ0193'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 36 FEET NORTHWEST OF A
 KQ0193'WITNESS POST, 2 FEET NORTHWEST OF A FENCE AND SET IN THE TOP OF A
 KQ0193'CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 KQ0193
 KQ0193                          STATION RECOVERY (1985)
 KQ0193
 KQ0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0408 ***********************************************************************
 LR0408  DESIGNATION -  A 28
 LR0408  PID         -  LR0408
 LR0408  STATE/COUNTY-  NV/LANDER
 LR0408  USGS QUAD   -  THE CEDARS SW (1990)
 LR0408
 LR0408                         *CURRENT SURVEY CONTROL
 LR0408  ___________________________________________________________________
 LR0408* NAD 83(1986)-  40 02 37.     (N)    117 11 21.     (W)     SCALED    
 LR0408* NAVD 88     -      1504.880  (meters)    4937.26   (feet)  ADJUSTED  
 LR0408  ___________________________________________________________________
 LR0408  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 LR0408  DYNAMIC HT  -        1503.552 (meters)    4932.90  (feet)  COMP
 LR0408  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 LR0408
 LR0408  VERT ORDER  -  FIRST     CLASS II
 LR0408
 LR0408.The horizontal coordinates were scaled from a topographic map and have
 LR0408.an estimated accuracy of +/- 6 seconds.
 LR0408
 LR0408.The orthometric height was determined by differential leveling
 LR0408.and adjusted by the National Geodetic Survey in June 1991..
 LR0408
 LR0408.The geoid height was determined by GEOID03.
 LR0408
 LR0408.The dynamic height is computed by dividing the NAVD 88
 LR0408.geopotential number by the normal gravity value computed on the
 LR0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0408.degrees latitude (g = 980.6199 gals.).
 LR0408
 LR0408.The modeled gravity was interpolated from observed gravity values.
 LR0408
 LR0408;                    North         East    Units  Estimated Accuracy
 LR0408;SPC NV C     - 6,587,590.      455,410.      MT  (+/- 180 meters Scaled)
 LR0408
 LR0408                          SUPERSEDED SURVEY CONTROL
 LR0408
 LR0408  NGVD 29 (??/??/92) 1503.778  (m)         4933.65   (f) ADJ UNCH    1 2
 LR0408
 LR0408.Superseded values are not recommended for survey control.
 LR0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0408.See file dsdata.txt to determine how the superseded data were derived.
 LR0408
 LR0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME838326(NAD 83)
 LR0408_MARKER: DB = BENCH MARK DISK
 LR0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0408_SP_SET: CONCRETE POST
 LR0408_STAMPING: A 28 1933 4933.399
 LR0408_MARK LOGO: CGS   
 LR0408_PROJECTION: PROJECTING 25 CENTIMETERS
 LR0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0408+STABILITY: SURFACE MOTION
 LR0408
 LR0408  HISTORY     - Date     Condition        Report By
 LR0408  HISTORY     - 1933     MONUMENTED       CGS
 LR0408  HISTORY     - 1934     GOOD             NGS
 LR0408  HISTORY     - 1985     GOOD             NGS
 LR0408
 LR0408                          STATION DESCRIPTION
 LR0408
 LR0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LR0408'44.0 MI S FROM BATTLE MOUNTAIN.
 LR0408'44.0 MILES SOUTH ALONG THE NEVADA CENTRAL RAILROAD FROM BATTLE
 LR0408'MOUNTAIN, LANDER COUNTY, 80 FEET NORTHEAST OF MILEPOST 44, AT THE
 LR0408'SOUTH SIDE OF A RIDGE, AND 27 FEET EAST OF THE CENTERLINE OF THE
 LR0408'TRACK.  A STANDARD DISK, STAMPED 4933.399 A 28 1933 AND SET IN THE TOP
 LR0408'OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 LR0408
 LR0408                          STATION RECOVERY (1985)
 LR0408
 LR0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LR0408'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.56 KM
 LR0408'(0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 LR0408'AUSTIN, THENCE 67.14 KM (41.72 MI) NORTH ALONG STATE HIGHWAY 305,
 LR0408'THENCE 0.22 KM (0.14 MI) NORTHWEST ACROSS COUNTRY, ON THE SOUTH SIDE
 LR0408'OF A SMALL RIDGE, ABOUT 50 FEET NORTH OF THE SOUTH END OF A LOW
 LR0408'RAILROAD CUT FOR THE ABANDON RAILROAD BED, 0.69 KM (0.43 MI) NORTHEAST
 LR0408'OF MILEPOST 72, 0.45 KM (0.28 MI) SOUTHWEST OF THE INTERSECTION OF A
 LR0408'DIRT ROAD LEADING WEST, 8.2 METERS (27 FT) EAST OF THE CENTER OF THE
 LR0408'OLD RAILROAD BED.
 LR0408'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 LR0408'THE MARK IS 0.3 M BELOW THE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0146 ***********************************************************************
 MT0146  DESIGNATION -  A 29
 MT0146  PID         -  MT0146
 MT0146  STATE/COUNTY-  NV/ELKO
 MT0146  USGS QUAD   -  COBRE (1982)
 MT0146
 MT0146                         *CURRENT SURVEY CONTROL
 MT0146  ___________________________________________________________________
 MT0146* NAD 83(1986)-  41 03 42.     (N)    114 25 00.     (W)     SCALED    
 MT0146* NAVD 88     -      1774.960  (meters)    5823.35   (feet)  ADJUSTED  
 MT0146  ___________________________________________________________________
 MT0146  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 MT0146  DYNAMIC HT  -        1773.438 (meters)    5818.35  (feet)  COMP
 MT0146  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 MT0146
 MT0146  VERT ORDER  -  FIRST     CLASS II
 MT0146
 MT0146.The horizontal coordinates were scaled from a topographic map and have
 MT0146.an estimated accuracy of +/- 6 seconds.
 MT0146
 MT0146.The orthometric height was determined by differential leveling
 MT0146.and adjusted by the National Geodetic Survey in June 1991..
 MT0146
 MT0146.The geoid height was determined by GEOID03.
 MT0146
 MT0146.The dynamic height is computed by dividing the NAVD 88
 MT0146.geopotential number by the normal gravity value computed on the
 MT0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0146.degrees latitude (g = 980.6199 gals.).
 MT0146
 MT0146.The modeled gravity was interpolated from observed gravity values.
 MT0146
 MT0146;                    North         East    Units  Estimated Accuracy
 MT0146;SPC NV E     - 8,701,150.      298,060.      MT  (+/- 180 meters Scaled)
 MT0146
 MT0146                          SUPERSEDED SURVEY CONTROL
 MT0146
 MT0146  NGVD 29 (??/??/92) 1773.799  (m)         5819.54   (f) ADJ UNCH    1 2
 MT0146
 MT0146.Superseded values are not recommended for survey control.
 MT0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0146.See file dsdata.txt to determine how the superseded data were derived.
 MT0146
 MT0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF170488(NAD 83)
 MT0146_MARKER: DB = BENCH MARK DISK
 MT0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0146_STAMPING: 5819.539 A 29 1933
 MT0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0146+STABILITY: SURFACE MOTION
 MT0146
 MT0146  HISTORY     - Date     Condition        Report By
 MT0146  HISTORY     - 1933     MONUMENTED       CGS
 MT0146  HISTORY     - 1934     GOOD             NGS
 MT0146
 MT0146                          STATION DESCRIPTION
 MT0146
 MT0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MT0146'4.0 MI S FROM COBRE.
 MT0146'ABOUT 4.0 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM COBRE,
 MT0146'ELKO COUNTY, 9 FEET WEST OF MILEPOST 4, AND 59 FEET WEST OF THE CENTER
 MT0146'LINE OF THE TRACK.  A STANDARD DISK, STAMPED 5819.539 A 29 1933 AND
 MT0146'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE
 MT0146'GROUND.
 MT0146
 MT0146                          STATION RECOVERY (1934)
 MT0146
 MT0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MT0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0183 ***********************************************************************
 KR0183  DESIGNATION -  A 294
 KR0183  PID         -  KR0183
 KR0183  STATE/COUNTY-  NV/MINERAL
 KR0183  USGS QUAD   -  RAWHIDE (1980)
 KR0183
 KR0183                         *CURRENT SURVEY CONTROL
 KR0183  ___________________________________________________________________
 KR0183* NAD 83(1986)-  39 03 43.     (N)    118 27 10.     (W)     SCALED    
 KR0183* NAVD 88     -      1516.90   (+/-2cm)    4976.7    (feet)  VERTCON   
 KR0183  ___________________________________________________________________
 KR0183  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 KR0183
 KR0183  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0183
 KR0183.The horizontal coordinates were scaled from a topographic map and have
 KR0183.an estimated accuracy of +/- 6 seconds.
 KR0183
 KR0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0183.The vertical order pertains to the NGVD 29 superseded value.
 KR0183
 KR0183.The geoid height was determined by GEOID03.
 KR0183
 KR0183;                    North         East    Units  Estimated Accuracy
 KR0183;SPC NV W     - 4,478,480.      811,300.      MT  (+/- 180 meters Scaled)
 KR0183
 KR0183                          SUPERSEDED SURVEY CONTROL
 KR0183
 KR0183  NGVD 29 (??/??/92) 1515.801  (m)         4973.09   (f) ADJ UNCH    1 2
 KR0183
 KR0183.Superseded values are not recommended for survey control.
 KR0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0183.See file dsdata.txt to determine how the superseded data were derived.
 KR0183
 KR0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD743246(NAD 83)
 KR0183_MARKER: DB = BENCH MARK DISK
 KR0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0183_STAMPING: A 294 1940
 KR0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0183+STABILITY: SURFACE MOTION
 KR0183
 KR0183  HISTORY     - Date     Condition        Report By
 KR0183  HISTORY     - 1940     MONUMENTED       CGS
 KR0183  HISTORY     - 1955     GOOD             NGS
 KR0183  HISTORY     - 1975     GOOD             USGS
 KR0183
 KR0183                          STATION DESCRIPTION
 KR0183
 KR0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0183'5.0 MI NW FROM RAWHIDE.
 KR0183'5.0 MILES NORTHWEST ALONG A COUNTY GRADED ROAD FROM THE GRUTT BROTHERS
 KR0183'MINING COMPANY OFFICE AT RAWHIDE, 0.75 MILE WEST OF THE T JUNCTION OF
 KR0183'A TRACK ROAD LEADING SOUTH, 40 1/2 FEET WEST OF THE APPROXIMATE CENTER
 KR0183'OF A SMALL DRY WASH, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.6
 KR0183'FEET NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND
 KR0183'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 KR0183'GROUND.
 KR0183
 KR0183                          STATION RECOVERY (1975)
 KR0183
 KR0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KR0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0801 ***********************************************************************
 JR0801  DESIGNATION -  A 295
 JR0801  PID         -  JR0801
 JR0801  STATE/COUNTY-  NV/MINERAL
 JR0801  USGS QUAD   -  RAMSEY SPRING (1979)
 JR0801
 JR0801                         *CURRENT SURVEY CONTROL
 JR0801  ___________________________________________________________________
 JR0801* NAD 83(1986)-  38 51 47.     (N)    118 11 12.     (W)     SCALED    
 JR0801* NAVD 88     -      1297.81   (+/-2cm)    4257.9    (feet)  VERTCON   
 JR0801  ___________________________________________________________________
 JR0801  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 JR0801
 JR0801  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0801
 JR0801.The horizontal coordinates were scaled from a topographic map and have
 JR0801.an estimated accuracy of +/- 6 seconds.
 JR0801
 JR0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0801.The vertical order pertains to the NGVD 29 superseded value.
 JR0801
 JR0801.The geoid height was determined by GEOID03.
 JR0801
 JR0801;                    North         East    Units  Estimated Accuracy
 JR0801;SPC NV W     - 4,456,470.      834,430.      MT  (+/- 180 meters Scaled)
 JR0801
 JR0801                          SUPERSEDED SURVEY CONTROL
 JR0801
 JR0801  NGVD 29 (??/??/92) 1296.785  (m)         4254.54   (f) ADJ UNCH    1 2
 JR0801
 JR0801.Superseded values are not recommended for survey control.
 JR0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0801.See file dsdata.txt to determine how the superseded data were derived.
 JR0801
 JR0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD970022(NAD 83)
 JR0801_MARKER: DB = BENCH MARK DISK
 JR0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0801_STAMPING: A 295 1940
 JR0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0801+STABILITY: SURFACE MOTION
 JR0801
 JR0801  HISTORY     - Date     Condition        Report By
 JR0801  HISTORY     - 1940     MONUMENTED       CGS
 JR0801  HISTORY     - 1955     GOOD             NGS
 JR0801
 JR0801                          STATION DESCRIPTION
 JR0801
 JR0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0801'4.5 MI S FROM HOT SPRING.
 JR0801'0.2 MILE SOUTH ALONG A TRACK ROAD FROM HOT SPRING, THENCE 2.7
 JR0801'MILES SOUTH ALONG A GRADED ROAD, THENCE 1.6 MILES SOUTH ALONG A
 JR0801'NARROW DIRT ROAD, 90 YARDS WEST OF THE WEST EDGE OF A BARREN
 JR0801'ALKALI FLAT, 29 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.3
 JR0801'FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE
 JR0801'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.4 FEET
 JR0801'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0573 ***********************************************************************
 JR0573  DESIGNATION -  A 296 RESET
 JR0573  PID         -  JR0573
 JR0573  STATE/COUNTY-  NV/DOUGLAS
 JR0573  USGS QUAD   -  TOPAZ LAKE (1988)
 JR0573
 JR0573                         *CURRENT SURVEY CONTROL
 JR0573  ___________________________________________________________________
 JR0573* NAD 83(1986)-  38 44 48.     (N)    119 33 58.     (W)     SCALED    
 JR0573* NAVD 88     -      1707.40   (+/-2cm)    5601.7    (feet)  VERTCON   
 JR0573  ___________________________________________________________________
 JR0573  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 JR0573
 JR0573  VERT ORDER  -  THIRD (See Below)
 JR0573
 JR0573.The horizontal coordinates were scaled from a topographic map and have
 JR0573.an estimated accuracy of +/- 6 seconds.
 JR0573
 JR0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0573.The vertical order pertains to the NGVD 29 superseded value.
 JR0573
 JR0573.The geoid height was determined by GEOID03.
 JR0573
 JR0573;                    North         East    Units  Estimated Accuracy
 JR0573;SPC NV W     - 4,443,940.      714,570.      MT  (+/- 180 meters Scaled)
 JR0573
 JR0573                          SUPERSEDED SURVEY CONTROL
 JR0573
 JR0573  NGVD 29 (07/31/00) 1706.16   (m)         5597.6    (f) RESET       3  
 JR0573
 JR0573.Superseded values are not recommended for survey control.
 JR0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0573.See file dsdata.txt to determine how the superseded data were derived.
 JR0573
 JR0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC769917(NAD 83)
 JR0573_MARKER: DB = BENCH MARK DISK
 JR0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0573_SP_SET: CULVERT
 JR0573_STAMPING: A 296 RESET 1961
 JR0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0573
 JR0573  HISTORY     - Date     Condition        Report By
 JR0573  HISTORY     - 1961     MONUMENTED       NVDH
 JR0573
 JR0573                          STATION DESCRIPTION
 JR0573
 JR0573'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 JR0573'12 MI W FROM WELLINGTON.
 JR0573'THIS BENCH MARK IS LOCATED 11.0 MILES WEST ALONG STATE HIGHWAY
 JR0573'3 FROM WELLINGTON, THENCE 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY
 JR0573'395, ABOUT 375 FEET NORTH OF A RESIDENCE AT A METAL CULVERT
 JR0573'AND SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF
 JR0573'CULVERT C 72+25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0151 ***********************************************************************
 JQ0151  DESIGNATION -  A 297
 JQ0151  PID         -  JQ0151
 JQ0151  STATE/COUNTY-  NV/NYE
 JQ0151  USGS QUAD   -  EAST OF TONOPAH (1987)
 JQ0151
 JQ0151                         *CURRENT SURVEY CONTROL
 JQ0151  ___________________________________________________________________
 JQ0151* NAD 83(1986)-  38 04 18.     (N)    117 06 45.     (W)     SCALED    
 JQ0151* NAVD 88     -      1660.430  (meters)    5447.59   (feet)  ADJUSTED  
 JQ0151  ___________________________________________________________________
 JQ0151  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 JQ0151  DYNAMIC HT  -        1658.600 (meters)    5441.59  (feet)  COMP
 JQ0151  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 JQ0151
 JQ0151  VERT ORDER  -  FIRST     CLASS II
 JQ0151
 JQ0151.The horizontal coordinates were scaled from a topographic map and have
 JQ0151.an estimated accuracy of +/- 6 seconds.
 JQ0151
 JQ0151.The orthometric height was determined by differential leveling
 JQ0151.and adjusted by the National Geodetic Survey in June 1991..
 JQ0151
 JQ0151.The geoid height was determined by GEOID03.
 JQ0151
 JQ0151.The dynamic height is computed by dividing the NAVD 88
 JQ0151.geopotential number by the normal gravity value computed on the
 JQ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0151.degrees latitude (g = 980.6199 gals.).
 JQ0151
 JQ0151.The modeled gravity was interpolated from observed gravity values.
 JQ0151
 JQ0151;                    North         East    Units  Estimated Accuracy
 JQ0151;SPC NV C     - 6,368,650.      460,880.      MT  (+/- 180 meters Scaled)
 JQ0151
 JQ0151                          SUPERSEDED SURVEY CONTROL
 JQ0151
 JQ0151  NGVD 29 (??/??/92) 1659.248  (m)         5443.72   (f) ADJ UNCH    1 2
 JQ0151
 JQ0151.Superseded values are not recommended for survey control.
 JQ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0151.See file dsdata.txt to determine how the superseded data were derived.
 JQ0151
 JQ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC901137(NAD 83)
 JQ0151_MARKER: DB = BENCH MARK DISK
 JQ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0151_STAMPING: A 297 1945
 JQ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0151+STABILITY: SURFACE MOTION
 JQ0151
 JQ0151  HISTORY     - Date     Condition        Report By
 JQ0151  HISTORY     - 1945     MONUMENTED       CGS
 JQ0151  HISTORY     - 1984     MARK NOT FOUND   NGS
 JQ0151  HISTORY     - 1985     MARK NOT FOUND   USGS
 JQ0151
 JQ0151                          STATION DESCRIPTION
 JQ0151
 JQ0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JQ0151'IN TONOPAH ARMY AIR FIELD.
 JQ0151'AT THE TONOPAH ARMY AIR FIELD, SET AT THE MAIN GATE, 185 FEET SOUTH OF
 JQ0151'THE CENTER-LINE OF U. S. HIGHWAY NO. 6, 18.7 FEET NORTHEAST OF THE
 JQ0151'EAST CORNER OF THE NORTHEAST PORTAL OF THE MAIN GATE, 8.3 FEET
 JQ0151'NORTHWEST OF A BARBWIRE FENCE, 1.9 FEET SOUTHWEST OF WITNESS POST AND
 JQ0151'PROJECTING ABOUT 0.9 FOOT ABOVE THE GROUND.  STAMPED A 297 1945.
 JQ0151
 JQ0151                          STATION RECOVERY (1984)
 JQ0151
 JQ0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0151'NOT RECOVERED.  BOTTOM OF CONCRETE POST WAS FOUND AT THE DESCRIBED
 JQ0151'LOCATION, HOWEVER NO DISK WAS RECOVERED.
 JQ0151
 JQ0151                          STATION RECOVERY (1985)
 JQ0151
 JQ0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JQ0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0201 ***********************************************************************
 LS0201  DESIGNATION -  A 298
 LS0201  PID         -  LS0201
 LS0201  STATE/COUNTY-  NV/PERSHING
 LS0201  USGS QUAD   -  BUFFALO MOUNTAIN (1987)
 LS0201
 LS0201                         *CURRENT SURVEY CONTROL
 LS0201  ___________________________________________________________________
 LS0201* NAD 83(1986)-  40 11 42.     (N)    118 14 39.     (W)     SCALED    
 LS0201* NAVD 88     -      1427.142  (meters)    4682.22   (feet)  ADJUSTED  
 LS0201  ___________________________________________________________________
 LS0201  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 LS0201  DYNAMIC HT  -        1425.972 (meters)    4678.38  (feet)  COMP
 LS0201  MODELED GRAV-     979,755.3   (mgal)                       NAVD 88
 LS0201
 LS0201  VERT ORDER  -  SECOND    CLASS 0
 LS0201
 LS0201.The horizontal coordinates were scaled from a topographic map and have
 LS0201.an estimated accuracy of +/- 6 seconds.
 LS0201
 LS0201.The orthometric height was determined by differential leveling
 LS0201.and adjusted by the National Geodetic Survey in June 1991..
 LS0201
 LS0201.The geoid height was determined by GEOID03.
 LS0201
 LS0201.The dynamic height is computed by dividing the NAVD 88
 LS0201.geopotential number by the normal gravity value computed on the
 LS0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0201.degrees latitude (g = 980.6199 gals.).
 LS0201
 LS0201.The modeled gravity was interpolated from observed gravity values.
 LS0201
 LS0201;                    North         East    Units  Estimated Accuracy
 LS0201;SPC NV W     - 4,604,320.      828,880.      MT  (+/- 180 meters Scaled)
 LS0201
 LS0201                          SUPERSEDED SURVEY CONTROL
 LS0201
 LS0201  NGVD 29 (??/??/92) 1426.133  (m)         4678.90   (f) ADJ UNCH    2 0
 LS0201
 LS0201.Superseded values are not recommended for survey control.
 LS0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0201.See file dsdata.txt to determine how the superseded data were derived.
 LS0201
 LS0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE941501(NAD 83)
 LS0201_MARKER: DB = BENCH MARK DISK
 LS0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0201_STAMPING: A 298 1945
 LS0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0201+STABILITY: SURFACE MOTION
 LS0201
 LS0201  HISTORY     - Date     Condition        Report By
 LS0201  HISTORY     - 1945     MONUMENTED       CGS
 LS0201  HISTORY     - 1982     GOOD             USGS
 LS0201
 LS0201                          STATION DESCRIPTION
 LS0201
 LS0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LS0201'15.3 MI NE FROM LOVELOCK.
 LS0201'6.25 MILES NORTHEAST ALONG U. S. HIGHWAY 40 FROM THE POST OFFICE AT
 LS0201'LOVELOCK, THENCE 9.05 MILES EAST ALONG THE HUMBOLDT AIRPORT ROAD, 0.8
 LS0201'MILE WEST OF RELIEF WELL NO. 2, ABOUT MIDWAY OF TWO CURVES ON A 0.4
 LS0201'MILE STRAIGHT-OF-WAY ON THE EAST SLOPE OF A HILL, 38 FEET NORTH OF THE
 LS0201'CENTERLINE OF THE ROAD, 2.5 FEET NORTH OF A REFERENCE POST, SET IN THE
 LS0201'TOP OF A CONCRETE POST.
 LS0201
 LS0201                          STATION RECOVERY (1982)
 LS0201
 LS0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LS0201'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0201'STREET AT LOVELOCK. 6.8 MILES NORTHEAST ALONG BUSINESS I-80 FROM THE
 LS0201'JCT. OF MAIN ST. AT LOVELOCK, THENCE 8.7 MILES EAST ALONG STATE
 LS0201'HIGHWAY 857 TOWARDS COAL CANYON, 0.8 MILE WEST OF A WINDMILL, 51 FEET
 LS0201'SOUTH OF THE HIGHWAY, AND 1.5 FEET SOUTH OF A WITNESS POST. AN IRON
 LS0201'BENCH- MARK DISK, STAMPED 'A 298 1145' AND SET IN THE TOP OF A
 LS0201'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1194 ***********************************************************************
 KR1194  DESIGNATION -  A 299
 KR1194  PID         -  KR1194
 KR1194  STATE/COUNTY-  NV/WASHOE
 KR1194  USGS QUAD   -  VERDI (1982)
 KR1194
 KR1194                         *CURRENT SURVEY CONTROL
 KR1194  ___________________________________________________________________
 KR1194* NAD 83(1986)-  39 37 18.     (N)    119 52 57.     (W)     SCALED    
 KR1194* NAVD 88     -      1557.802  (meters)    5110.89   (feet)  ADJUSTED  
 KR1194  ___________________________________________________________________
 KR1194  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 KR1194  DYNAMIC HT  -        1556.374 (meters)    5106.20  (feet)  COMP
 KR1194  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 KR1194
 KR1194  VERT ORDER  -  SECOND    CLASS 0
 KR1194
 KR1194.The horizontal coordinates were scaled from a topographic map and have
 KR1194.an estimated accuracy of +/- 6 seconds.
 KR1194
 KR1194.The orthometric height was determined by differential leveling
 KR1194.and adjusted by the National Geodetic Survey in June 1991..
 KR1194
 KR1194.The geoid height was determined by GEOID03.
 KR1194
 KR1194.The dynamic height is computed by dividing the NAVD 88
 KR1194.geopotential number by the normal gravity value computed on the
 KR1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1194.degrees latitude (g = 980.6199 gals.).
 KR1194
 KR1194.The modeled gravity was interpolated from observed gravity values.
 KR1194
 KR1194;                    North         East    Units  Estimated Accuracy
 KR1194;SPC NV W     - 4,541,420.      688,460.      MT  (+/- 180 meters Scaled)
 KR1194
 KR1194                          SUPERSEDED SURVEY CONTROL
 KR1194
 KR1194  NGVD 29 (??/??/92) 1556.642  (m)         5107.08   (f) ADJ UNCH    2 0
 KR1194
 KR1194.Superseded values are not recommended for survey control.
 KR1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1194.See file dsdata.txt to determine how the superseded data were derived.
 KR1194
 KR1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD525897(NAD 83)
 KR1194_MARKER: DB = BENCH MARK DISK
 KR1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1194_STAMPING: A 299 1945
 KR1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1194+STABILITY: SURFACE MOTION
 KR1194
 KR1194  HISTORY     - Date     Condition        Report By
 KR1194  HISTORY     - 1945     MONUMENTED       CGS
 KR1194
 KR1194                          STATION DESCRIPTION
 KR1194
 KR1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KR1194'IN RENO ARMY AIR BASE.
 KR1194'AT RENO ARMY AIR BASE, AT THE MAIN GATE, 97 FEET WEST OF THE CENTER OF
 KR1194'THE GUARD HOUSE ISLAND, 101.5 FEET EAST OF THE EAST RAIL OF THE
 KR1194'RAILROAD SPUR TO THE BASE, 2.6 FEET SOUTH OF A BARB WIRE FENCE, 1.5
 KR1194'FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0007 ***********************************************************************
 HP0007  DESIGNATION -  A 3
 HP0007  PID         -  HP0007
 HP0007  STATE/COUNTY-  NV/LINCOLN
 HP0007  USGS QUAD   -  ACOMA (1972)
 HP0007
 HP0007                         *CURRENT SURVEY CONTROL
 HP0007  ___________________________________________________________________
 HP0007* NAD 83(1986)-  37 32 50.     (N)    114 10 30.     (W)     SCALED    
 HP0007* NAVD 88     -      1683.067  (meters)    5521.86   (feet)  ADJUSTED  
 HP0007  ___________________________________________________________________
 HP0007  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 HP0007  DYNAMIC HT  -        1681.130 (meters)    5515.51  (feet)  COMP
 HP0007  MODELED GRAV-     979,419.7   (mgal)                       NAVD 88
 HP0007
 HP0007  VERT ORDER  -  FIRST     CLASS II
 HP0007
 HP0007.The horizontal coordinates were scaled from a topographic map and have
 HP0007.an estimated accuracy of +/- 6 seconds.
 HP0007
 HP0007.The orthometric height was determined by differential leveling
 HP0007.and adjusted by the National Geodetic Survey in June 1991..
 HP0007
 HP0007.The geoid height was determined by GEOID03.
 HP0007
 HP0007.The dynamic height is computed by dividing the NAVD 88
 HP0007.geopotential number by the normal gravity value computed on the
 HP0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0007.degrees latitude (g = 980.6199 gals.).
 HP0007
 HP0007.The modeled gravity was interpolated from observed gravity values.
 HP0007
 HP0007;                    North         East    Units  Estimated Accuracy
 HP0007;SPC NV E     - 8,311,290.      324,450.      MT  (+/- 180 meters Scaled)
 HP0007
 HP0007                          SUPERSEDED SURVEY CONTROL
 HP0007
 HP0007  NGVD 29 (??/??/92) 1681.875  (m)         5517.95   (f) ADJ UNCH    1 2
 HP0007
 HP0007.Superseded values are not recommended for survey control.
 HP0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0007.See file dsdata.txt to determine how the superseded data were derived.
 HP0007
 HP0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB495593(NAD 83)
 HP0007_MARKER: P = PIPE CAP
 HP0007_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HP0007_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HP0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0007
 HP0007  HISTORY     - Date     Condition        Report By
 HP0007  HISTORY     - UNK      MONUMENTED       CGS
 HP0007  HISTORY     - 1950     GOOD             NGS
 HP0007
 HP0007                          STATION DESCRIPTION
 HP0007
 HP0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HP0007'IN ACOMA.
 HP0007'AT ACOMA, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD, 213 FEET
 HP0007'SOUTHWEST OF THE STATION, 34 FEET NORTHWEST OF THE CENTER LINE OF THE
 HP0007'MAIN TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD CAP,
 HP0007'FASTENED ON THE TOP OF AN IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE
 HP0007'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0209 ***********************************************************************
 LQ0209  DESIGNATION -  A 30
 LQ0209  PID         -  LQ0209
 LQ0209  STATE/COUNTY-  NV/ELKO
 LQ0209  USGS QUAD   -  MIZPAH POINT (1982)
 LQ0209
 LQ0209                         *CURRENT SURVEY CONTROL
 LQ0209  ___________________________________________________________________
 LQ0209* NAD 83(1986)-  40 27 24.     (N)    114 36 50.     (W)     SCALED    
 LQ0209* NAVD 88     -      1719.719  (meters)    5642.11   (feet)  ADJUSTED  
 LQ0209  ___________________________________________________________________
 LQ0209  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 LQ0209  DYNAMIC HT  -        1718.193 (meters)    5637.10  (feet)  COMP
 LQ0209  MODELED GRAV-     979,676.6   (mgal)                       NAVD 88
 LQ0209
 LQ0209  VERT ORDER  -  FIRST     CLASS II
 LQ0209
 LQ0209.The horizontal coordinates were scaled from a topographic map and have
 LQ0209.an estimated accuracy of +/- 6 seconds.
 LQ0209
 LQ0209.The orthometric height was determined by differential leveling
 LQ0209.and adjusted by the National Geodetic Survey in June 1991..
 LQ0209
 LQ0209.The geoid height was determined by GEOID03.
 LQ0209
 LQ0209.The dynamic height is computed by dividing the NAVD 88
 LQ0209.geopotential number by the normal gravity value computed on the
 LQ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0209.degrees latitude (g = 980.6199 gals.).
 LQ0209
 LQ0209.The modeled gravity was interpolated from observed gravity values.
 LQ0209
 LQ0209;                    North         East    Units  Estimated Accuracy
 LQ0209;SPC NV E     - 8,633,770.      282,220.      MT  (+/- 180 meters Scaled)
 LQ0209
 LQ0209                          SUPERSEDED SURVEY CONTROL
 LQ0209
 LQ0209  NGVD 29 (??/??/92) 1718.615  (m)         5638.49   (f) ADJ UNCH    1 2
 LQ0209
 LQ0209.Superseded values are not recommended for survey control.
 LQ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0209.See file dsdata.txt to determine how the superseded data were derived.
 LQ0209
 LQ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE023811(NAD 83)
 LQ0209_MARKER: DB = BENCH MARK DISK
 LQ0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0209_STAMPING: 5638.489 A 30 1933
 LQ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0209+STABILITY: SURFACE MOTION
 LQ0209
 LQ0209  HISTORY     - Date     Condition        Report By
 LQ0209  HISTORY     - 1933     MONUMENTED       CGS
 LQ0209
 LQ0209                          STATION DESCRIPTION
 LQ0209
 LQ0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0209'15.0 MI NE FROM CURRIE.
 LQ0209'ABOUT 15.0 MILES NORTHEAST ALONG THE NEVADA NORTHERN RAILWAY FROM
 LQ0209'CURRIE, ELKO COUNTY, 91 FEET SOUTHEAST OF MILEPOST 48, AND 42 FEET
 LQ0209'SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LQ0209'5638.489 A 30 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LQ0209'ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0185 ***********************************************************************
 HP0185  DESIGNATION -  A 304
 HP0185  PID         -  HP0185
 HP0185  STATE/COUNTY-  NV/LINCOLN
 HP0185  USGS QUAD   -  LOWER PAHRANAGAT LAKE (1969)
 HP0185
 HP0185                         *CURRENT SURVEY CONTROL
 HP0185  ___________________________________________________________________
 HP0185* NAD 83(1994)-  37 12 09.52744(N)    115 04 06.97377(W)     ADJUSTED  
 HP0185* NAVD 88     -       976.618  (meters)    3204.12   (feet)  ADJUSTED  
 HP0185  ___________________________________________________________________
 HP0185  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 HP0185  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 HP0185  DYNAMIC HT  -         975.601 (meters)    3200.78  (feet)  COMP
 HP0185  MODELED GRAV-     979,556.9   (mgal)                       NAVD 88
 HP0185
 HP0185  HORZ ORDER  -  SECOND
 HP0185  VERT ORDER  -  SECOND    CLASS 0
 HP0185
 HP0185.The horizontal coordinates were established by classical geodetic methods
 HP0185.and adjusted by the National Geodetic Survey in June 1998..
 HP0185
 HP0185.The orthometric height was determined by differential leveling
 HP0185.and adjusted by the National Geodetic Survey in June 1991..
 HP0185
 HP0185.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0185
 HP0185.The geoid height was determined by GEOID03.
 HP0185
 HP0185.The dynamic height is computed by dividing the NAVD 88
 HP0185.geopotential number by the normal gravity value computed on the
 HP0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0185.degrees latitude (g = 980.6199 gals.).
 HP0185
 HP0185.The modeled gravity was interpolated from observed gravity values.
 HP0185
 HP0185;                    North         East     Units Scale Factor Converg.
 HP0185;SPC NV E     - 8,272,239.143   245,690.655   MT  0.99992571   +0 18 40.4
 HP0185;SPC NV E     -27,139,837.92    806,070.09   sFT  0.99992571   +0 18 40.4
 HP0185;UTM  11      - 4,119,100.088   671,399.718   MT  0.99996190   +1 10 05.1
 HP0185
 HP0185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0185!SPC NV E     -   0.99985082  x   0.99992571  =   0.99977654
 HP0185!UTM  11      -   0.99985082  x   0.99996190  =   0.99981272
 HP0185
 HP0185|---------------------------------------------------------------------|
 HP0185| PID    Reference Object                     Distance      Geod. Az  |
 HP0185|                                                           dddmmss.s |
 HP0185| HP0370 T9S R62E SECS 5 6 CC                  1.386 METERS 02050     |
 HP0185| HP0371 HOYT                                APPROX. 3.4 KM 0730819.7 |
 HP0185| DD5370 A 304 RM 2                            5.486 METERS 20036     |
 HP0185| DD5369 A 304 RM 1                            8.624 METERS 31402     |
 HP0185|---------------------------------------------------------------------|
 HP0185
 HP0185                          SUPERSEDED SURVEY CONTROL
 HP0185
 HP0185  NAD 83(1994)-  37 12 09.52525(N)    115 04 06.97172(W) AD(       ) 2
 HP0185  NAD 83(1992)-  37 12 09.52060(N)    115 04 06.97066(W) AD(       ) 2
 HP0185  NAD 83(1986)-  37 12 09.52007(N)    115 04 06.97060(W) AD(       ) 2
 HP0185  NAD 27      -  37 12 09.65500(N)    115 04 03.93600(W) AD(       ) 2
 HP0185  NGVD 29 (??/??/92)  975.772  (m)         3201.35   (f) ADJ UNCH    2 0
 HP0185
 HP0185.Superseded values are not recommended for survey control.
 HP0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0185.See file dsdata.txt to determine how the superseded data were derived.
 HP0185
 HP0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB7140019100(NAD 83)
 HP0185_MARKER: DB = BENCH MARK DISK
 HP0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0185_STAMPING: A 304 1941
 HP0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0185+STABILITY: SURFACE MOTION
 HP0185
 HP0185  HISTORY     - Date     Condition        Report By
 HP0185  HISTORY     - 1941     MONUMENTED       CGS
 HP0185  HISTORY     - 1944     GOOD             CGS
 HP0185  HISTORY     - 1955     GOOD             CGS
 HP0185  HISTORY     - 1969     GOOD             USGS
 HP0185
 HP0185                          STATION DESCRIPTION
 HP0185
 HP0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0185'0.5 MI W FROM ALAMO.
 HP0185'THE MARK IS 0.5 MILE WEST OF U.S. HIGHWAY 93.  TO REACH FROM THE
 HP0185'STANDARD STATION IN ALAMO, PROCEED SOUTHEASTERLY ON U.S. HIGHWAY 93
 HP0185'FOR 12.3 MILES TO THE LOWER END OF LOWER PAHRANAGAT LAKE, TURN RIGHT
 HP0185'THROUGH A WIRE GATE AND PROCEED WESTERLY ON THE TRACK ROAD OVER A DIRT
 HP0185'FILL DYKE FOR 0.15 MILE TO A TIE BRIDGE, TURN LEFT AND FOLLOW TRACK
 HP0185'ROAD SOUTH THEN WEST FOR 0.8 MILE TO A WIRE GATE AT THE GAME REFUGE
 HP0185'SIGN AND TO SITE OF MARK.  STAMPED A 304 1941.
 HP0185
 HP0185                          STATION RECOVERY (1944)
 HP0185
 HP0185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0185'STATION IS LOCATED ABOUT 12 MILES (AIR LINE) SE OF ALAMO, 0.5
 HP0185'MILE (AIR LINE) W OF U.S. HIGHWAY 93, NEAR A FENCE CORNER JUST
 HP0185'N OF A LARGE ROUND COTTONWOOD TREE.  IT IS 8.5 FEET NW OF FENCE
 HP0185'CORNER AND 9 FEET S OF THE CENTER LINE OF A TRACK ROAD.
 HP0185'
 HP0185'STATION MARK IS A BRONZE BENCH-MARK DISK SET IN A SQUARE-TOPPED
 HP0185'CONCRETE POST THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
 HP0185'IT IS STAMPED A 304 1941.
 HP0185'
 HP0185'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED
 HP0185'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  IT
 HP0185'IS STAMPED BM A 304 NO 1 1944.
 HP0185'
 HP0185'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED
 HP0185'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  IT
 HP0185'IS STAMPED BM A 304 NO 2 1944.
 HP0185'
 HP0185'THE GENERAL LAND OFFICE SECTION-CORNER MARKER IS A BRASS CAP
 HP0185'RIVETED ON A 2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE THE GROUND.
 HP0185'IT IS STAMPED T8S R62E S31 S6 S5 T9S R62E 1917.
 HP0185'
 HP0185'TO REACH STATION FROM THE STANDARD SERVICE STATION IN ALAMO,
 HP0185'GO SE ALONG U.S. HIGHWAY 93 FOR 12.3 MILES TO THE S END OF
 HP0185'LOWER PAHRANAGAT LAKE.  AT THIS POINT TURN RIGHT THROUGH WIRE
 HP0185'GATE AND GO W ON A DIRT TRACK ROAD OVER A DIRT-FILL DYKE FOR
 HP0185'0.15 MILE TO A TIE BRIDGE.  TURN LEFT AND FOLLOW TRACK ROAD
 HP0185'S AND W FOR 0.8 MILE TO A WIRE GATE AND GAME REFUGE SIGNS
 HP0185'AND STATION.
 HP0185'
 HP0185'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HP0185
 HP0185                          STATION RECOVERY (1955)
 HP0185
 HP0185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 HP0185'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HP0185'AS DESCRIBED IN THE 1944 DATA AND FOUND TO BE IN GOOD CONDITION.
 HP0185
 HP0185                          STATION RECOVERY (1969)
 HP0185
 HP0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HP0185'ALL MARKS IN GOOD CONDITION.
 HP0185'
 HP0185'TO REACH DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0882 ***********************************************************************
 GR0882  DESIGNATION -  A 305
 GR0882  PID         -  GR0882
 GR0882  STATE/COUNTY-  NV/CLARK
 GR0882  USGS QUAD   -  BLACK HILLS NW (1973)
 GR0882
 GR0882                         *CURRENT SURVEY CONTROL
 GR0882  ___________________________________________________________________
 GR0882* NAD 83(1986)-  36 44 13.     (N)    115 26 34.     (W)     SCALED    
 GR0882* NAVD 88     -      1095.682  (meters)    3594.75   (feet)  ADJUSTED  
 GR0882  ___________________________________________________________________
 GR0882  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 GR0882  DYNAMIC HT  -        1094.501 (meters)    3590.88  (feet)  COMP
 GR0882  MODELED GRAV-     979,515.9   (mgal)                       NAVD 88
 GR0882
 GR0882  VERT ORDER  -  SECOND    CLASS 0
 GR0882
 GR0882.The horizontal coordinates were scaled from a topographic map and have
 GR0882.an estimated accuracy of +/- 6 seconds.
 GR0882
 GR0882.The orthometric height was determined by differential leveling
 GR0882.and adjusted by the National Geodetic Survey in June 1991..
 GR0882
 GR0882.The geoid height was determined by GEOID03.
 GR0882
 GR0882.The dynamic height is computed by dividing the NAVD 88
 GR0882.geopotential number by the normal gravity value computed on the
 GR0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0882.degrees latitude (g = 980.6199 gals.).
 GR0882
 GR0882.The modeled gravity was interpolated from observed gravity values.
 GR0882
 GR0882;                    North         East    Units  Estimated Accuracy
 GR0882;SPC NV E     - 8,220,450.      212,550.      MT  (+/- 180 meters Scaled)
 GR0882
 GR0882                          SUPERSEDED SURVEY CONTROL
 GR0882
 GR0882  NGVD 29 (??/??/92) 1094.848  (m)         3592.01   (f) ADJ UNCH    2 0
 GR0882
 GR0882.Superseded values are not recommended for survey control.
 GR0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0882.See file dsdata.txt to determine how the superseded data were derived.
 GR0882
 GR0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA390668(NAD 83)
 GR0882_MARKER: DB = BENCH MARK DISK
 GR0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0882_SP_SET: CONCRETE POST
 GR0882_STAMPING: A 305 1941
 GR0882_MARK LOGO: CGS   
 GR0882_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0882+STABILITY: SURFACE MOTION
 GR0882
 GR0882  HISTORY     - Date     Condition        Report By
 GR0882  HISTORY     - 1941     MONUMENTED       CGS
 GR0882  HISTORY     - 1973     GOOD             USGS
 GR0882  HISTORY     - 19920623 GOOD             LOCENG
 GR0882
 GR0882                          STATION DESCRIPTION
 GR0882
 GR0882'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR0882'24.5 MI NE FROM INDIAN SPRINGS.
 GR0882'ABOUT 6.6 MI SE ALONG US HWY 95 FROM THE POST OFFICE AT INDIAN SPRINGS
 GR0882'TO RD JCT LEADING NE, THENCE 1.3 MI NE TO JCT OF TRACK RD ALONG NE
 GR0882'SIDE OF DISMANTLED RR, THENCE 1.0 MI ESE ALONG TRACK RD, THENCE 1.7 MI
 GR0882'NE ALONG TRACK RD TO LINE OF WRECKED VEHICLES AT SW EDGE OF DRY LAKE,
 GR0882'THENCE 4.9 MI NNE ACROSS COUNTRY ON DRY LAKE BED TO AN ABANDONED TRACK
 GR0882'RD AT NW EDGE OF DRY LAKE , THENCE 2.0 MI NORTH ALONG ABANDONED TRACK
 GR0882'RD TO JCT WITH BLADED GRAVEL RD, THENCE 7.0 MI NNE ALONG BLADED GRAVEL
 GR0882'RD, 37 FT WEST OF THE C/L OF THE RD, 3 FT EAST OF A WOODEN POST
 GR0882'STENCILED USBM PROJECTING 2 FT AND LEVEL WITH THE RD. A STD DISK
 GR0882'STAMPED A 305 1941 SET IN TOP OF A CONCRETE POST PROJECTION 0.6 FT.
 GR0882'NOTE-- MARK LIES WITHIN THE BOUNDARY OF NELLIS AIR FORCE RANGE.
 GR0882
 GR0882                          STATION RECOVERY (1992)
 GR0882
 GR0882'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 GR0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1377 ***********************************************************************
 KR1377  DESIGNATION -  A 306
 KR1377  PID         -  KR1377
 KR1377  STATE/COUNTY-  NV/WASHOE
 KR1377  USGS QUAD   -  VERDI (1982)
 KR1377
 KR1377                         *CURRENT SURVEY CONTROL
 KR1377  ___________________________________________________________________
 KR1377* NAD 83(1986)-  39 31 09.     (N)    119 58 23.     (W)     SCALED    
 KR1377* NAVD 88     -      1472.680  (meters)    4831.62   (feet)  ADJUSTED  
 KR1377  ___________________________________________________________________
 KR1377  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 KR1377  DYNAMIC HT  -        1471.285 (meters)    4827.04  (feet)  COMP
 KR1377  MODELED GRAV-     979,628.3   (mgal)                       NAVD 88
 KR1377
 KR1377  VERT ORDER  -  FIRST     CLASS I
 KR1377
 KR1377.The horizontal coordinates were scaled from a topographic map and have
 KR1377.an estimated accuracy of +/- 6 seconds.
 KR1377
 KR1377.The orthometric height was determined by differential leveling
 KR1377.and adjusted by the National Geodetic Survey in June 1991..
 KR1377
 KR1377.The geoid height was determined by GEOID03.
 KR1377
 KR1377.The dynamic height is computed by dividing the NAVD 88
 KR1377.geopotential number by the normal gravity value computed on the
 KR1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1377.degrees latitude (g = 980.6199 gals.).
 KR1377
 KR1377.The modeled gravity was interpolated from observed gravity values.
 KR1377
 KR1377;                    North         East    Units  Estimated Accuracy
 KR1377;SPC NV W     - 4,530,150.      680,510.      MT  (+/- 180 meters Scaled)
 KR1377
 KR1377                          SUPERSEDED SURVEY CONTROL
 KR1377
 KR1377  NGVD 29 (??/??/92) 1471.529  (m)         4827.84   (f) ADJ UNCH    1 1
 KR1377
 KR1377.Superseded values are not recommended for survey control.
 KR1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1377.See file dsdata.txt to determine how the superseded data were derived.
 KR1377
 KR1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD444786(NAD 83)
 KR1377_MARKER: DB = BENCH MARK DISK
 KR1377_SETTING: 66 = SET IN ROCK OUTCROP
 KR1377_SP_SET: SET IN ROCK OUTCROP
 KR1377_STAMPING: A 306 1947
 KR1377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1377+STABILITY: POSITION/ELEVATION WELL
 KR1377
 KR1377  HISTORY     - Date     Condition        Report By
 KR1377  HISTORY     - 1947     MONUMENTED       CGS
 KR1377  HISTORY     - 1969     GOOD             NGS
 KR1377
 KR1377                          STATION DESCRIPTION
 KR1377
 KR1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1377'0.85 MI E FROM VERDI.
 KR1377'0.85 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1377'CROSSING OF BRIDGE STREET AT VERDI, 6 POLES EAST OF MILEPOLE 233, 5
 KR1377'POLES EAST OF SEMAPHORE 2330, IN THE TOP OF A LARGE LONE BROWN ROCK
 KR1377'OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 15.6 FEET NORTH
 KR1377'OF THE NORTH RAIL OF THE EASTBOUND TRACK, 36 FEET SOUTHEAST OF THE
 KR1377'SIXTH POLE EAST OF THE MILEPOLE, AND ABOUT 1 FOOT HIGHER THAN THE
 KR1377'TRACK.  SEC 16, T19N, R18E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1348 ***********************************************************************
 KR1348  DESIGNATION -  A 307 RESET
 KR1348  PID         -  KR1348
 KR1348  STATE/COUNTY-  NV/WASHOE
 KR1348  USGS QUAD   -  RENO (1982)
 KR1348
 KR1348                         *CURRENT SURVEY CONTROL
 KR1348  ___________________________________________________________________
 KR1348* NAD 83(1986)-  39 32 43.     (N)    119 47 55.     (W)     SCALED    
 KR1348* NAVD 88     -      1368.95   (meters)    4491.3    (feet)  RESET     
 KR1348  ___________________________________________________________________
 KR1348  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 KR1348
 KR1348  VERT ORDER  -  THIRD
 KR1348
 KR1348.The horizontal coordinates were scaled from a topographic map and have
 KR1348.an estimated accuracy of +/- 6 seconds.
 KR1348
 KR1348.The orthometric height was computed from unverified reset data.
 KR1348
 KR1348.The geoid height was determined by GEOID03.
 KR1348
 KR1348;                    North         East    Units  Estimated Accuracy
 KR1348;SPC NV W     - 4,532,840.      695,550.      MT  (+/- 180 meters Scaled)
 KR1348
 KR1348                          SUPERSEDED SURVEY CONTROL
 KR1348
 KR1348.No superseded survey control is available for this station.
 KR1348
 KR1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD595810(NAD 83)
 KR1348_MARKER: DD = SURVEY DISK
 KR1348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1348_SP_SET: CURB
 KR1348_STAMPING: A 307 RESET 1958
 KR1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1348
 KR1348  HISTORY     - Date     Condition        Report By
 KR1348  HISTORY     - 1958     MONUMENTED       NVDH
 KR1348  HISTORY     - 20030906 MARK NOT FOUND   USPSQD
 KR1348
 KR1348                          STATION DESCRIPTION
 KR1348
 KR1348'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1958
 KR1348'IN RENO.
 KR1348'AT RENO, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SUTRO STREET
 KR1348'AND ODDIE BLVD., SETTING ON ENGINEERS STATION A 0+00.00 P.O.T. ON
 KR1348'ODDIE BLVD., AND SIGHTING FORWARD TANGENT THEN TURNING CLOCKWISE TO A
 KR1348'307, THE HORIZONTAL ANGLE IS 80 DEGREES 47 MINUTES AND 00 SECTIONS,
 KR1348'AND 47.07 FEET, 40.9 FEET NORTH OF JOINT POLE NO. 55977 - J 9327 AND L
 KR1348'13, IS 9874 FEET SOUTH OF JOINT POLE NO. 55978 - J 9328, IS 28.1 FEET
 KR1348'EAST OF THE CENTERLINE OF SUTRO STREET.  A STANDARD DISK, STAMPED A
 KR1348'307 RESET 1958 AND SET IN A CONCRETE CURB.
 KR1348
 KR1348                          STATION RECOVERY (2003)
 KR1348
 KR1348'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 KR1348'INTERSECTION HAS BEEN WIDENED. STATION IS PROBABLY DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0107 ***********************************************************************
 KP0107  DESIGNATION -  A 31
 KP0107  PID         -  KP0107
 KP0107  STATE/COUNTY-  NV/WHITE PINE
 KP0107  USGS QUAD   -  BORCHERT SPRING (1982)
 KP0107
 KP0107                         *CURRENT SURVEY CONTROL
 KP0107  ___________________________________________________________________
 KP0107* NAD 83(1986)-  39 49 30.     (N)    114 49 49.     (W)     SCALED    
 KP0107* NAVD 88     -      1800.343  (meters)    5906.63   (feet)  ADJUSTED  
 KP0107  ___________________________________________________________________
 KP0107  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 KP0107  DYNAMIC HT  -        1798.534 (meters)    5900.69  (feet)  COMP
 KP0107  MODELED GRAV-     979,557.9   (mgal)                       NAVD 88
 KP0107
 KP0107  VERT ORDER  -  FIRST     CLASS II
 KP0107
 KP0107.The horizontal coordinates were scaled from a topographic map and have
 KP0107.an estimated accuracy of +/- 6 seconds.
 KP0107
 KP0107.The orthometric height was determined by differential leveling
 KP0107.and adjusted by the National Geodetic Survey in June 1991..
 KP0107
 KP0107.The geoid height was determined by GEOID03.
 KP0107
 KP0107.The dynamic height is computed by dividing the NAVD 88
 KP0107.geopotential number by the normal gravity value computed on the
 KP0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0107.degrees latitude (g = 980.6199 gals.).
 KP0107
 KP0107.The modeled gravity was interpolated from observed gravity values.
 KP0107
 KP0107;                    North         East    Units  Estimated Accuracy
 KP0107;SPC NV E     - 8,563,460.      264,460.      MT  (+/- 180 meters Scaled)
 KP0107
 KP0107                          SUPERSEDED SURVEY CONTROL
 KP0107
 KP0107  NGVD 29 (??/??/92) 1799.127  (m)         5902.64   (f) ADJ UNCH    1 2
 KP0107
 KP0107.Superseded values are not recommended for survey control.
 KP0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0107.See file dsdata.txt to determine how the superseded data were derived.
 KP0107
 KP0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE856105(NAD 83)
 KP0107_MARKER: DB = BENCH MARK DISK
 KP0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0107_STAMPING: 5902.636 A 31 1933
 KP0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0107+STABILITY: SURFACE MOTION
 KP0107
 KP0107  HISTORY     - Date     Condition        Report By
 KP0107  HISTORY     - 1933     MONUMENTED       CGS
 KP0107  HISTORY     - 1934     GOOD             NGS
 KP0107
 KP0107                          STATION DESCRIPTION
 KP0107
 KP0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0107'4.7 MI S FROM CHERRY CREEK.
 KP0107'ABOUT 4.7 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM THE
 KP0107'STATION AT CHERRY CREEK, WHITE PINE COUNTY, ABOUT 0.5 MILE NORTHWEST
 KP0107'OF THE SIDING AT RAY, 6 FEET NORTH OF MILEPOST 96, AND 44 FEET
 KP0107'SOUTHWEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 KP0107'5902.636 A 31 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KP0107'ABOUT 11 INCHES ABOVE GROUND.
 KP0107
 KP0107                          STATION RECOVERY (1934)
 KP0107
 KP0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0810 ***********************************************************************
 GR0810  DESIGNATION -  A 311
 GR0810  PID         -  GR0810
 GR0810  STATE/COUNTY-  NV/LINCOLN
 GR0810  USGS QUAD   -  WILDCAT WASH NW (1969)
 GR0810
 GR0810                         *CURRENT SURVEY CONTROL
 GR0810  ___________________________________________________________________
 GR0810* NAD 83(1986)-  36 56 33.     (N)    114 55 12.     (W)     SCALED    
 GR0810* NAVD 88     -       789.861  (meters)    2591.40   (feet)  ADJUSTED  
 GR0810  ___________________________________________________________________
 GR0810  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 GR0810  DYNAMIC HT  -         789.072 (meters)    2588.81  (feet)  COMP
 GR0810  MODELED GRAV-     979,607.1   (mgal)                       NAVD 88
 GR0810
 GR0810  VERT ORDER  -  SECOND    CLASS 0
 GR0810
 GR0810.The horizontal coordinates were scaled from a topographic map and have
 GR0810.an estimated accuracy of +/- 6 seconds.
 GR0810
 GR0810.The orthometric height was determined by differential leveling
 GR0810.and adjusted by the National Geodetic Survey in June 1991..
 GR0810
 GR0810.The geoid height was determined by GEOID03.
 GR0810
 GR0810.The dynamic height is computed by dividing the NAVD 88
 GR0810.geopotential number by the normal gravity value computed on the
 GR0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0810.degrees latitude (g = 980.6199 gals.).
 GR0810
 GR0810.The modeled gravity was interpolated from observed gravity values.
 GR0810
 GR0810;                    North         East    Units  Estimated Accuracy
 GR0810;SPC NV E     - 8,243,450.      259,080.      MT  (+/- 180 meters Scaled)
 GR0810
 GR0810                          SUPERSEDED SURVEY CONTROL
 GR0810
 GR0810  NGVD 29 (??/??/92)  789.126  (m)         2588.99   (f) ADJ UNCH    2 0
 GR0810
 GR0810.Superseded values are not recommended for survey control.
 GR0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0810.See file dsdata.txt to determine how the superseded data were derived.
 GR0810
 GR0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA852905(NAD 83)
 GR0810_MARKER: DB = BENCH MARK DISK
 GR0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0810_STAMPING: A 311 1941
 GR0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0810+STABILITY: SURFACE MOTION
 GR0810
 GR0810  HISTORY     - Date     Condition        Report By
 GR0810  HISTORY     - 1941     MONUMENTED       CGS
 GR0810  HISTORY     - 1969     GOOD             USGS
 GR0810
 GR0810                          STATION DESCRIPTION
 GR0810
 GR0810'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GR0810'27.0 MI NW FROM MOAPA.
 GR0810'IN LINCOLN CO., ABOUT 27.0 MILES NW ALONG US HIGHWAY 93 FROM THE
 GR0810'OVERPASS IN MOAPA.  19.4 MILES NORTHWEST ALONG NEVADA HIGHWAY 7 FROM
 GR0810'THE STANDARD STATION AT GLENDALE, CLARK COUNTY, THENCE 11.0 MILES
 GR0810'NORTH ALONG OLD US HIGHWAY 93, ABOUT 6.7 MILES NORTH OF LINCOLN-CLARK
 GR0810'COUNTY LINE, 3.3 MILES SOUTH OF KANE SPRING WASH, 67 FT. WEST OF THE
 GR0810'CENTER LINE OF THE OLD HIGHWAY, 3 FT. WEST OF A TRIANGULAR CONCRETE
 GR0810'POST PROJECTING ABOUT 2 FT. ABOVE GROUND, AND ABOUT 1 FT. HIGHER THAN
 GR0810'OLD HIGHWAY.  A STANDARD DISK STAMPED A 311 1941 AND SET IN THE TOP OF
 GR0810'A CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0162 ***********************************************************************
 HP0162  DESIGNATION -  A 312
 HP0162  PID         -  HP0162
 HP0162  STATE/COUNTY-  NV/LINCOLN
 HP0162  USGS QUAD   -  LOWER PAHRANAGAT LAKE (1969)
 HP0162
 HP0162                         *CURRENT SURVEY CONTROL
 HP0162  ___________________________________________________________________
 HP0162* NAD 83(1986)-  37 13 32.     (N)    115 05 00.     (W)     SCALED    
 HP0162* NAVD 88     -       975.320  (meters)    3199.86   (feet)  ADJUSTED  
 HP0162  ___________________________________________________________________
 HP0162  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 HP0162  DYNAMIC HT  -         974.307 (meters)    3196.54  (feet)  COMP
 HP0162  MODELED GRAV-     979,559.5   (mgal)                       NAVD 88
 HP0162
 HP0162  VERT ORDER  -  SECOND    CLASS 0
 HP0162
 HP0162.The horizontal coordinates were scaled from a topographic map and have
 HP0162.an estimated accuracy of +/- 6 seconds.
 HP0162
 HP0162.The orthometric height was determined by differential leveling
 HP0162.and adjusted by the National Geodetic Survey in June 1991..
 HP0162
 HP0162.The geoid height was determined by GEOID03.
 HP0162
 HP0162.The dynamic height is computed by dividing the NAVD 88
 HP0162.geopotential number by the normal gravity value computed on the
 HP0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0162.degrees latitude (g = 980.6199 gals.).
 HP0162
 HP0162.The modeled gravity was interpolated from observed gravity values.
 HP0162
 HP0162;                    North         East    Units  Estimated Accuracy
 HP0162;SPC NV E     - 8,274,770.      244,370.      MT  (+/- 180 meters Scaled)
 HP0162
 HP0162                          SUPERSEDED SURVEY CONTROL
 HP0162
 HP0162  NGVD 29 (??/??/92)  974.475  (m)         3197.09   (f) ADJ UNCH    2 0
 HP0162
 HP0162.Superseded values are not recommended for survey control.
 HP0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0162.See file dsdata.txt to determine how the superseded data were derived.
 HP0162
 HP0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB700216(NAD 83)
 HP0162_MARKER: DB = BENCH MARK DISK
 HP0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0162_STAMPING: A 312 1941
 HP0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0162+STABILITY: SURFACE MOTION
 HP0162
 HP0162  HISTORY     - Date     Condition        Report By
 HP0162  HISTORY     - 1941     MONUMENTED       CGS
 HP0162
 HP0162                          STATION DESCRIPTION
 HP0162
 HP0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0162'11.4 MI SE FROM ALAMO.
 HP0162'ABOUT 11.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0162'AT ALAMO, LINCOLN COUNTY, NEAR THE EAST END OF UPPER PAHRANAGAT LAKE,
 HP0162'IN A SMALL CRESCENT SHAPED FLAT BETWEEN THE LAKE AND THE HIGHWAY, ON
 HP0162'THE TOP OF A SMALL GRAVEL KNOLL, ABOUT 100.0 FEET SOUTHEAST OF THE
 HP0162'SOUTH END OF A CULVERT, 75.0 FEET SOUTH OF THE CENTER LINE OF THE
 HP0162'HIGHWAY, AND 3.0 FEET EAST OF A WHITE WOODEN POST STENCILED U.S.B.M.
 HP0162'AND PROJECTING ABOUT 2.0 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 HP0162'A 312 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 HP0162'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0137 ***********************************************************************
 HP0137  DESIGNATION -  A 313 RESET
 HP0137  PID         -  HP0137
 HP0137  STATE/COUNTY-  NV/LINCOLN
 HP0137  USGS QUAD   -  HIKO (1973)
 HP0137
 HP0137                         *CURRENT SURVEY CONTROL
 HP0137  ___________________________________________________________________
 HP0137* NAD 83(1986)-  37 30 29.     (N)    115 12 39.     (W)     SCALED    
 HP0137* NAVD 88     -      1139.87   (meters)    3739.7    (feet)  RESET     
 HP0137  ___________________________________________________________________
 HP0137  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 HP0137
 HP0137  VERT ORDER  -  THIRD
 HP0137
 HP0137.The horizontal coordinates were scaled from a topographic map and have
 HP0137.an estimated accuracy of +/- 6 seconds.
 HP0137
 HP0137.The orthometric height was computed from unverified reset data.
 HP0137
 HP0137.The geoid height was determined by GEOID03.
 HP0137
 HP0137;                    North         East    Units  Estimated Accuracy
 HP0137;SPC NV E     - 8,306,070.      232,930.      MT  (+/- 180 meters Scaled)
 HP0137
 HP0137                          SUPERSEDED SURVEY CONTROL
 HP0137
 HP0137.No superseded survey control is available for this station.
 HP0137
 HP0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB581527(NAD 83)
 HP0137_MARKER: DB = BENCH MARK DISK
 HP0137_SETTING: 80 = SET IN A BOULDER
 HP0137_STAMPING: A 313 RESET 1970
 HP0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0137+STABILITY: SURFACE MOTION
 HP0137
 HP0137  HISTORY     - Date     Condition        Report By
 HP0137  HISTORY     - 1970     MONUMENTED       NGS
 HP0137
 HP0137                          STATION DESCRIPTION
 HP0137
 HP0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HP0137'10.8 MI NW FROM ALAMO.
 HP0137'10.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE IN
 HP0137'ALAMO TO THE MARK ON THE RIGHT.  SET IN A DRILL HOLE IN THE TOP OF A 1
 HP0137'1/2X1 1/2 FOOT BLACK BOULDER WHICH PROJECTS ABOUT 4 INCHES.  THE MARK
 HP0137'IS IN THE PLANNED EAST RIGHT OF WAY FENCE LINE, 193 FEET EAST OF THE
 HP0137'CENTER LINE OF THE PRESENT HIGHWAY AND 62 FEET NORTH OF 5 CEDAR FENCE
 HP0137'POSTS SET AT THE BOTTON OF A SMALL BOX CANYON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1080 ***********************************************************************
 GR1080  DESIGNATION -  A 314 RESET
 GR1080  PID         -  GR1080
 GR1080  STATE/COUNTY-  NV/CLARK
 GR1080  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1080
 GR1080                         *CURRENT SURVEY CONTROL
 GR1080  ___________________________________________________________________
 GR1080* NAD 83(1986)-  36 04 43.     (N)    115 10 08.     (W)     SCALED    
 GR1080* NAVD 88     -       661.08   (+/-2cm)    2168.9    (feet)  VERTCON   
 GR1080  ___________________________________________________________________
 GR1080  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GR1080
 GR1080  VERT ORDER  -  THIRD (See Below)
 GR1080
 GR1080.This mark is at Mccarran Intl Airport (LAS)
 GR1080
 GR1080.The horizontal coordinates were scaled from a topographic map and have
 GR1080.an estimated accuracy of +/- 6 seconds.
 GR1080
 GR1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1080.The vertical order pertains to the NGVD 29 superseded value.
 GR1080
 GR1080.The geoid height was determined by GEOID03.
 GR1080
 GR1080;                    North         East    Units  Estimated Accuracy
 GR1080;SPC NV E     - 8,147,470.      237,330.      MT  (+/- 180 meters Scaled)
 GR1080
 GR1080                          SUPERSEDED SURVEY CONTROL
 GR1080
 GR1080  NGVD 29 (07/31/00)  660.41   (m)         2166.7    (f) RESET       3  
 GR1080
 GR1080.Superseded values are not recommended for survey control.
 GR1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1080.See file dsdata.txt to determine how the superseded data were derived.
 GR1080
 GR1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV648942(NAD 83)
 GR1080_MARKER: DB = BENCH MARK DISK
 GR1080_SETTING: 0 = UNSPECIFIED SETTING
 GR1080_STAMPING: A 314 RESET 1975
 GR1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1080
 GR1080  HISTORY     - Date     Condition        Report By
 GR1080  HISTORY     - 1975     MONUMENTED       LOCENG
 GR1080
 GR1080                          STATION DESCRIPTION
 GR1080
 GR1080'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 GR1080'0.2 MI E FROM LAS VEGAS.
 GR1080'0.2 MILE EAST ALONG STEWART AVENUE FROM THE POST OFFICE AT LAS VEGAS,
 GR1080'THENCE 1.7 MILES SOUTHWEST ALONG 5TH STREET, THENCE 4.9 MILES SOUTH
 GR1080'ALONG U.S. 91 AT MCCARRAN FIELD, 1 FOOT WEST AND 2.5 FEET SOUTH OF THE
 GR1080'NORTHEAST CORNER OF CONCRETE PORCH AREA ON THE EAST SIDE OF THE
 GR1080'EXISTING HUGHES EXECUTIVE TERMINAL.  APPROXIMATELY 600 FEET SOUTH OF
 GR1080'1949 A 314.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1210 ***********************************************************************
 KR1210  DESIGNATION -  A 316
 KR1210  PID         -  KR1210
 KR1210  STATE/COUNTY-  NV/WASHOE
 KR1210  USGS QUAD   -  RENO (1982)
 KR1210
 KR1210                         *CURRENT SURVEY CONTROL
 KR1210  ___________________________________________________________________
 KR1210* NAD 83(1986)-  39 32 03.     (N)    119 51 14.     (W)     SCALED    
 KR1210* NAVD 88     -      1457.905  (meters)    4783.14   (feet)  ADJUSTED  
 KR1210  ___________________________________________________________________
 KR1210  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 KR1210  DYNAMIC HT  -        1456.550 (meters)    4778.70  (feet)  COMP
 KR1210  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 KR1210
 KR1210  VERT ORDER  -  FIRST     CLASS II
 KR1210
 KR1210.The horizontal coordinates were scaled from a topographic map and have
 KR1210.an estimated accuracy of +/- 6 seconds.
 KR1210
 KR1210.The orthometric height was determined by differential leveling
 KR1210.and adjusted by the National Geodetic Survey in June 1991..
 KR1210
 KR1210.The geoid height was determined by GEOID03.
 KR1210
 KR1210.The dynamic height is computed by dividing the NAVD 88
 KR1210.geopotential number by the normal gravity value computed on the
 KR1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1210.degrees latitude (g = 980.6199 gals.).
 KR1210
 KR1210.The modeled gravity was interpolated from observed gravity values.
 KR1210
 KR1210;                    North         East    Units  Estimated Accuracy
 KR1210;SPC NV W     - 4,531,670.      690,780.      MT  (+/- 180 meters Scaled)
 KR1210
 KR1210                          SUPERSEDED SURVEY CONTROL
 KR1210
 KR1210  NGVD 29 (??/??/92) 1456.800  (m)         4779.52   (f) ADJ UNCH    1 2
 KR1210
 KR1210.Superseded values are not recommended for survey control.
 KR1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1210.See file dsdata.txt to determine how the superseded data were derived.
 KR1210
 KR1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD547799(NAD 83)
 KR1210_MARKER: DB = BENCH MARK DISK
 KR1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1210_STAMPING: A 316 1951
 KR1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1210+STABILITY: SURFACE MOTION
 KR1210
 KR1210  HISTORY     - Date     Condition        Report By
 KR1210  HISTORY     - 1951     MONUMENTED       CGS
 KR1210  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1210  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1210
 KR1210                          STATION DESCRIPTION
 KR1210
 KR1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR1210'1.7 MI NW FROM RENO.
 KR1210'1.1 MILES WEST ALONG WEST SEVENTH STREET, THENCE 0.6 MILES NORTHWEST
 KR1210'ALONG STODDARD ROAD, AT THE SKYLINE AIRPORT, 7.9 FEET WEST OF THE
 KR1210'NORTHWEST CORNER OF THE HANGAR, 0.8 FEET NORTH OF THE NORTH EDGE OF A
 KR1210'CONCRETE BASE FOR A DOOR SUPPORT, AND SET IN THE TOP OF A CONCRETE
 KR1210'POST PROJECTING 0.2 FEET ABOVE THE GROUND.
 KR1210
 KR1210                          STATION RECOVERY (1967)
 KR1210
 KR1210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1210'MARK NOT FOUND.
 KR1210
 KR1210                          STATION RECOVERY (2003)
 KR1210
 KR1210'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0257 ***********************************************************************
 LS0257  DESIGNATION -  A 317
 LS0257  PID         -  LS0257
 LS0257  STATE/COUNTY-  NV/PERSHING
 LS0257  USGS QUAD   -  LOVELOCK (1987)
 LS0257
 LS0257                         *CURRENT SURVEY CONTROL
 LS0257  ___________________________________________________________________
 LS0257* NAD 83(1986)-  40 12 59.     (N)    118 28 35.     (W)     SCALED    
 LS0257* NAVD 88     -      1218.522  (meters)    3997.77   (feet)  ADJUSTED  
 LS0257  ___________________________________________________________________
 LS0257  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 LS0257  DYNAMIC HT  -        1217.546 (meters)    3994.57  (feet)  COMP
 LS0257  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 LS0257
 LS0257  VERT ORDER  -  SECOND    CLASS 0
 LS0257
 LS0257.The horizontal coordinates were scaled from a topographic map and have
 LS0257.an estimated accuracy of +/- 6 seconds.
 LS0257
 LS0257.The orthometric height was determined by differential leveling
 LS0257.and adjusted by the National Geodetic Survey in June 1991..
 LS0257
 LS0257.The geoid height was determined by GEOID03.
 LS0257
 LS0257.The dynamic height is computed by dividing the NAVD 88
 LS0257.geopotential number by the normal gravity value computed on the
 LS0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0257.degrees latitude (g = 980.6199 gals.).
 LS0257
 LS0257.The modeled gravity was interpolated from observed gravity values.
 LS0257
 LS0257;                    North         East    Units  Estimated Accuracy
 LS0257;SPC NV W     - 4,606,640.      809,100.      MT  (+/- 180 meters Scaled)
 LS0257
 LS0257                          SUPERSEDED SURVEY CONTROL
 LS0257
 LS0257  NGVD 29 (??/??/92) 1217.570  (m)         3994.64   (f) ADJ UNCH    2 0
 LS0257
 LS0257.Superseded values are not recommended for survey control.
 LS0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0257.See file dsdata.txt to determine how the superseded data were derived.
 LS0257
 LS0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE743528(NAD 83)
 LS0257_MARKER: DB = BENCH MARK DISK
 LS0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0257_STAMPING: A 317 1951
 LS0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0257+STABILITY: SURFACE MOTION
 LS0257
 LS0257  HISTORY     - Date     Condition        Report By
 LS0257  HISTORY     - 1951     MONUMENTED       CGS
 LS0257
 LS0257                          STATION DESCRIPTION
 LS0257
 LS0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LS0257'2.5 MI N FROM LOVELOCK.
 LS0257'2.5 MILES NORTH ALONG CENTRAL STREET FROM THE COURTHOUSE IN LOVELOCK,
 LS0257'AT A T INTERSECTION OF A GRAVEL ROAD LEADING EAST AND A PRIVATE LANE
 LS0257'LEADING WEST, 43 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 37
 LS0257'1/2 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE LANE LEADING WEST,
 LS0257'24.8 FEET SOUTH OF A FENCE CORNER POST, 24 FEET WEST OF THE CENTER
 LS0257'LINE OF THE STREET, 1.7 FEET EAST OF THE FENCE LINE, 14.9 FEET
 LS0257'NORTHWEST OF BENCH MARK M - 8 (USBR), SET IN THE TOP OF A CONCRETE
 LS0257'POST, AND SET 2.0 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0034 ***********************************************************************
 MU0034  DESIGNATION -  A 318
 MU0034  PID         -  MU0034
 MU0034  STATE/COUNTY-  NV/ELKO
 MU0034  USGS QUAD   -  OWYHEE (1971)
 MU0034
 MU0034                         *CURRENT SURVEY CONTROL
 MU0034  ___________________________________________________________________
 MU0034* NAD 83(1986)-  41 56 15.     (N)    116 06 56.     (W)     SCALED    
 MU0034* NAVD 88     -      1644.059  (meters)    5393.88   (feet)  ADJUSTED  
 MU0034  ___________________________________________________________________
 MU0034  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 MU0034  DYNAMIC HT  -        1642.866 (meters)    5389.97  (feet)  COMP
 MU0034  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 MU0034
 MU0034  VERT ORDER  -  FIRST     CLASS II
 MU0034
 MU0034.The horizontal coordinates were scaled from a topographic map and have
 MU0034.an estimated accuracy of +/- 6 seconds.
 MU0034
 MU0034.The orthometric height was determined by differential leveling
 MU0034.and adjusted by the National Geodetic Survey in June 1991..
 MU0034.WARNING-Repeat measurements at this control monument indicate possible
 MU0034.vertical movement.
 MU0034
 MU0034.The geoid height was determined by GEOID03.
 MU0034
 MU0034.The dynamic height is computed by dividing the NAVD 88
 MU0034.geopotential number by the normal gravity value computed on the
 MU0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0034.degrees latitude (g = 980.6199 gals.).
 MU0034
 MU0034.The modeled gravity was interpolated from observed gravity values.
 MU0034
 MU0034;                    North         East    Units  Estimated Accuracy
 MU0034;SPC NV E     - 8,797,890.      155,870.      MT  (+/- 180 meters Scaled)
 MU0034
 MU0034                          SUPERSEDED SURVEY CONTROL
 MU0034
 MU0034  NGVD 29 (??/??/92) 1642.887  (m)         5390.04   (f) ADJ UNCH    1 2
 MU0034
 MU0034.Superseded values are not recommended for survey control.
 MU0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0034.See file dsdata.txt to determine how the superseded data were derived.
 MU0034
 MU0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG733432(NAD 83)
 MU0034_MARKER: DB = BENCH MARK DISK
 MU0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0034_SP_SET: CONCRETE POST
 MU0034_STAMPING: A 318
 MU0034_MARK LOGO: CGS   
 MU0034_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0034+STABILITY: SURFACE MOTION
 MU0034
 MU0034  HISTORY     - Date     Condition        Report By
 MU0034  HISTORY     - 1951     MONUMENTED       CGS
 MU0034  HISTORY     - 1970     GOOD             USGS
 MU0034  HISTORY     - 19840601 GOOD             NGS
 MU0034
 MU0034                          STATION DESCRIPTION
 MU0034
 MU0034'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 MU0034'1.4 MI W FROM OWYHEE.
 MU0034'FROM THE GRADE SCHOOL IN OWYHEE, 0.5 MILES SOUTHEAST ALONG STATE
 MU0034'HIGHWAY 11, 0.3 MILES SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE POST
 MU0034'OFFICE AT OWYHEE.  THENCE 1.1 MILES WEST ALONG STATE HIGHWAY 11.  THE
 MU0034'BENCH MARK IS 9 FEET SOUTH OF AN EAST-WEST FENCE LINE.  NOTE-- THE
 MU0034'WITNESS POST IS GONE.
 MU0034
 MU0034                          STATION RECOVERY (1984)
 MU0034
 MU0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0034'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 0.7 KM (0.45
 MU0034'MI) SOUTH ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE
 MU0034'1.6 KM (1.0 MI) WEST ALONG STATE HIGHWAY 11, AT A POWER LINE CROSSING,
 MU0034'12.5 METERS (41 FT) NORTH OF THE HIGHWAY CENTERLINE, 26.8 M (88.5 FT)
 MU0034'WEST OF THE CENTER OF A GRAVEL ROAD LEADING NORTH TO A HOUSE AND 2.4 M
 MU0034'(8 FT) SOUTH OF AN EAST-WEST FENCE.  A DISK SET INTO THE TOP OF A
 MU0034'CONCRETE POST PROJECTING 10 CM.  0.3 M BELOW THE HIGHWAY.  0.7 M EAST
 MU0034'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0567 ***********************************************************************
 MT0567  DESIGNATION -  A 319
 MT0567  PID         -  MT0567
 MT0567  STATE/COUNTY-  NV/ELKO
 MT0567  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0567
 MT0567                         *CURRENT SURVEY CONTROL
 MT0567  ___________________________________________________________________
 MT0567* NAD 83(1986)-  41 49 15.     (N)    115 55 04.     (W)     SCALED    
 MT0567* NAVD 88     -      1775.532  (meters)    5825.22   (feet)  ADJUSTED  
 MT0567  ___________________________________________________________________
 MT0567  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 MT0567  DYNAMIC HT  -        1774.173 (meters)    5820.77  (feet)  COMP
 MT0567  MODELED GRAV-     979,793.9   (mgal)                       NAVD 88
 MT0567
 MT0567  VERT ORDER  -  SECOND    CLASS 0
 MT0567
 MT0567.The horizontal coordinates were scaled from a topographic map and have
 MT0567.an estimated accuracy of +/- 6 seconds.
 MT0567
 MT0567.The orthometric height was determined by differential leveling
 MT0567.and adjusted by the National Geodetic Survey in June 1991..
 MT0567
 MT0567.The geoid height was determined by GEOID03.
 MT0567
 MT0567.The dynamic height is computed by dividing the NAVD 88
 MT0567.geopotential number by the normal gravity value computed on the
 MT0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0567.degrees latitude (g = 980.6199 gals.).
 MT0567
 MT0567.The modeled gravity was interpolated from observed gravity values.
 MT0567
 MT0567;                    North         East    Units  Estimated Accuracy
 MT0567;SPC NV E     - 8,784,850.      172,220.      MT  (+/- 180 meters Scaled)
 MT0567
 MT0567                          SUPERSEDED SURVEY CONTROL
 MT0567
 MT0567  NGVD 29 (??/??/92) 1774.320  (m)         5821.25   (f) ADJ UNCH    2 0
 MT0567
 MT0567.Superseded values are not recommended for survey control.
 MT0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0567.See file dsdata.txt to determine how the superseded data were derived.
 MT0567
 MT0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG898304(NAD 83)
 MT0567_MARKER: DB = BENCH MARK DISK
 MT0567_SETTING: 80 = SET IN A BOULDER
 MT0567_STAMPING: A 319 1951
 MT0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0567+STABILITY: SURFACE MOTION
 MT0567
 MT0567  HISTORY     - Date     Condition        Report By
 MT0567  HISTORY     - 1951     MONUMENTED       CGS
 MT0567
 MT0567                          STATION DESCRIPTION
 MT0567
 MT0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0567'3.5 MI E FROM MOUNTAIN CITY.
 MT0567'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0567'MOUNTAIN CITY, THENCE 2.5 MILES EAST ALONG A GRAVEL ROAD, 0.4 MILES
 MT0567'NORTHEAST OF A BRIDGE OVER CALIFORNIA CREEK, AT A GROUP OF LARGE
 MT0567'BOULDERS, SET IN THE TOP OF A LARGE BOULDER SOUTH OF AND ACROSS
 MT0567'CALIFORNIA CREEK FROM A LARGE BOULDER-COVERED POINT, 42 1/2 FEET
 MT0567'SOUTHEAST OF THE CENTER OF CALIFORNIA CREEK, 35 FEET NORTHWEST OF THE
 MT0567'CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 MT0567'BOULDER MARKED WITH WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0089 ***********************************************************************
 KP0089  DESIGNATION -  A 32
 KP0089  PID         -  KP0089
 KP0089  STATE/COUNTY-  NV/WHITE PINE
 KP0089  USGS QUAD   -  ELY (1978)
 KP0089
 KP0089                         *CURRENT SURVEY CONTROL
 KP0089  ___________________________________________________________________
 KP0089* NAD 83(1986)-  39 14 53.     (N)    114 53 23.     (W)     SCALED    
 KP0089* NAVD 88     -      1957.182  (meters)    6421.19   (feet)  ADJUSTED  
 KP0089  ___________________________________________________________________
 KP0089  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 KP0089  DYNAMIC HT  -        1955.080 (meters)    6414.29  (feet)  COMP
 KP0089  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 KP0089
 KP0089  VERT ORDER  -  FIRST     CLASS II
 KP0089
 KP0089.The horizontal coordinates were scaled from a topographic map and have
 KP0089.an estimated accuracy of +/- 6 seconds.
 KP0089
 KP0089.The orthometric height was determined by differential leveling
 KP0089.and adjusted by the National Geodetic Survey in June 1991..
 KP0089
 KP0089.The geoid height was determined by GEOID03.
 KP0089
 KP0089.The dynamic height is computed by dividing the NAVD 88
 KP0089.geopotential number by the normal gravity value computed on the
 KP0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0089.degrees latitude (g = 980.6199 gals.).
 KP0089
 KP0089.The modeled gravity was interpolated from observed gravity values.
 KP0089
 KP0089;                    North         East    Units  Estimated Accuracy
 KP0089;SPC NV E     - 8,499,360.      259,870.      MT  (+/- 180 meters Scaled)
 KP0089
 KP0089                          SUPERSEDED SURVEY CONTROL
 KP0089
 KP0089  NGVD 29 (??/??/92) 1955.932  (m)         6417.09   (f) ADJ UNCH    1 2
 KP0089
 KP0089.Superseded values are not recommended for survey control.
 KP0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0089.See file dsdata.txt to determine how the superseded data were derived.
 KP0089
 KP0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD821464(NAD 83)
 KP0089_MARKER: DB = BENCH MARK DISK
 KP0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KP0089_SP_SET: CULVERT
 KP0089_STAMPING: 6417.087 A 32 1933
 KP0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KP0089
 KP0089  HISTORY     - Date     Condition        Report By
 KP0089  HISTORY     - 1933     MONUMENTED       CGS
 KP0089  HISTORY     - 1957     POOR             NGS
 KP0089  HISTORY     - 1984     MARK NOT FOUND   NGS
 KP0089
 KP0089                          STATION DESCRIPTION
 KP0089
 KP0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0089'IN ELY.
 KP0089'AT ELY, WHITE PINE COUNTY, ON THE EAST SIDE OF EIGHTH STREET, BETWEEN
 KP0089'MAIN STREET AND RAILROAD AVENUE, AT THE WEST END OF THE PARK, IN THE
 KP0089'TOP OF THE SOUTH WING WALL OF A CONCRETE CULVERT, AND 42 FEET NORTH OF
 KP0089'THE CENTER LINE OF THE NEVADA NORTHERN RAILWAY TRACK.  A STANDARD
 KP0089'DISK, STAMPED 6417.087 A 32 1933.  NOTE-- MARK HAS BEEN RAISED ABOUT
 KP0089'1/2-INCH.
 KP0089
 KP0089                          STATION RECOVERY (1957)
 KP0089
 KP0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KP0089'MARK RECOVERED IN POOR CONDITION.
 KP0089
 KP0089                          STATION RECOVERY (1984)
 KP0089
 KP0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0089'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0851 ***********************************************************************
 KR0851  DESIGNATION -  A 320
 KR0851  PID         -  KR0851
 KR0851  STATE/COUNTY-  NV/LYON
 KR0851  USGS QUAD   -  WABUSKA (1993)
 KR0851
 KR0851                         *CURRENT SURVEY CONTROL
 KR0851  ___________________________________________________________________
 KR0851* NAD 83(1986)-  39 07 40.     (N)    119 09 47.     (W)     SCALED    
 KR0851* NAVD 88     -      1313.20   (+/-2cm)    4308.4    (feet)  VERTCON   
 KR0851  ___________________________________________________________________
 KR0851  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 KR0851
 KR0851  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0851
 KR0851.The horizontal coordinates were scaled from a topographic map and have
 KR0851.an estimated accuracy of +/- 6 seconds.
 KR0851
 KR0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0851.The vertical order pertains to the NGVD 29 superseded value.
 KR0851
 KR0851.The geoid height was determined by GEOID03.
 KR0851
 KR0851;                    North         East    Units  Estimated Accuracy
 KR0851;SPC NV W     - 4,485,940.      749,880.      MT  (+/- 180 meters Scaled)
 KR0851
 KR0851                          SUPERSEDED SURVEY CONTROL
 KR0851
 KR0851  NGVD 29 (??/??/92) 1312.198  (m)         4305.10   (f) ADJ UNCH    2 0
 KR0851
 KR0851.Superseded values are not recommended for survey control.
 KR0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0851.See file dsdata.txt to determine how the superseded data were derived.
 KR0851
 KR0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD130331(NAD 83)
 KR0851_MARKER: DB = BENCH MARK DISK
 KR0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0851_STAMPING: A 320 1951
 KR0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0851+STABILITY: SURFACE MOTION
 KR0851
 KR0851  HISTORY     - Date     Condition        Report By
 KR0851  HISTORY     - 1951     MONUMENTED       CGS
 KR0851  HISTORY     - 1984     MARK NOT FOUND   USGS
 KR0851
 KR0851                          STATION DESCRIPTION
 KR0851
 KR0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0851'2.0 MI SE FROM WABUSKA.
 KR0851'1.0 MILES SOUTH ALONG U. S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 KR0851'COMPANY RAILROAD STATION AT WABUSKA, THENCE 1.0 MILES EAST ALONG A
 KR0851'DIRT ROAD LEADING TO THE MASON VALLEY RANCH, 15 FEET SOUTH OF THE
 KR0851'CENTER LINE OF A DIRT ROAD, 3.2 FEET WEST OF TELEPHONE POLE NO. 12148,
 KR0851'3 FEET NORTH OF A WIRE FENCE, 2 FEET EAST OF A WITNESS POST, 0.25
 KR0851'MILES WEST OF A SMALL CONCRETE BRIDGE, AND SET IN THE TOP OF A
 KR0851'CONCRETE POST PROJECTING 0.9 FEET ABOVE THE GROUND.
 KR0851
 KR0851                          STATION RECOVERY (1984)
 KR0851
 KR0851'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0877 ***********************************************************************
 KR0877  DESIGNATION -  A 321
 KR0877  PID         -  KR0877
 KR0877  STATE/COUNTY-  NV/LYON
 KR0877  USGS QUAD   -  HINKSON SLOUGH (1987)
 KR0877
 KR0877                         *CURRENT SURVEY CONTROL
 KR0877  ___________________________________________________________________
 KR0877* NAD 83(1986)-  39 01 35.     (N)    119 06 43.     (W)     SCALED    
 KR0877* NAVD 88     -      1329.03   (+/-2cm)    4360.3    (feet)  VERTCON   
 KR0877  ___________________________________________________________________
 KR0877  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 KR0877
 KR0877  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0877
 KR0877.The horizontal coordinates were scaled from a topographic map and have
 KR0877.an estimated accuracy of +/- 6 seconds.
 KR0877
 KR0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0877.The vertical order pertains to the NGVD 29 superseded value.
 KR0877
 KR0877.The geoid height was determined by GEOID03.
 KR0877
 KR0877;                    North         East    Units  Estimated Accuracy
 KR0877;SPC NV W     - 4,474,660.      754,230.      MT  (+/- 180 meters Scaled)
 KR0877
 KR0877                          SUPERSEDED SURVEY CONTROL
 KR0877
 KR0877  NGVD 29 (??/??/92) 1328.01   (m)         4357.0    (f) COMPUTED    2 0
 KR0877
 KR0877.Superseded values are not recommended for survey control.
 KR0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0877.See file dsdata.txt to determine how the superseded data were derived.
 KR0877
 KR0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD171218(NAD 83)
 KR0877_MARKER: DB = BENCH MARK DISK
 KR0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0877_STAMPING: A 321 1951
 KR0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0877+STABILITY: SURFACE MOTION
 KR0877
 KR0877  HISTORY     - Date     Condition        Report By
 KR0877  HISTORY     - 1951     MONUMENTED       CGS
 KR0877  HISTORY     - 1984     GOOD             USGS
 KR0877
 KR0877                          STATION DESCRIPTION
 KR0877
 KR0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0877'5.3 MI NE FROM YERINGTON.
 KR0877'5.3 MILES NORTHEAST ALONG U. S. HIGHWAY 95 FROM THE COURTHOUSE IN
 KR0877'YERINGTON, 0.2 MILES EAST OF A WHITE FARM HOUSE, 31 FEET SOUTH OF THE
 KR0877'CENTER OF HIGHWAY 95, 8 FEET NORTHWEST OF TELEPHONE POLE NO. 11570,
 KR0877'1.5 FEET NORTHWEST OF A FENCE CORNER, AND SET IN THE TOP OF A CONCRETE
 KR0877'POST PROJECTING 0.7 FEET ABOVE THE GROUND.
 KR0877
 KR0877                          STATION RECOVERY (1984)
 KR0877
 KR0877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0877'5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 95 AND FROM THE COURTHOUSE AT
 KR0877'YERINGTON, 2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 95 FROM THE
 KR0877'COURTHOUSE AT YERINGTON, LYON COUNTY, THENCE 2.4 MILES NORTHEAST
 KR0877'ALONG PAVED ROAD (OLD HIGHWAY 95), 0.2 MILE EAST OF A WHITE
 KR0877'FARMHOUSE, 31 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD, 8 FEET
 KR0877'NORTHWEST OF POLE 11570, AND 1.5 FEET NORTHWEST OF A OF A FENCE
 KR0877'CORNER. A STANDARD DISK, STAMPED 'A 321 1951' AND SET IN THE TOP OF A
 KR0877'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0635 ***********************************************************************
 MT0635  DESIGNATION -  A 322
 MT0635  PID         -  MT0635
 MT0635  STATE/COUNTY-  NV/ELKO
 MT0635  USGS QUAD   -  BEARPAW MOUNTAIN (1986)
 MT0635
 MT0635                         *CURRENT SURVEY CONTROL
 MT0635  ___________________________________________________________________
 MT0635* NAD 83(1986)-  41 58 18.     (N)    115 32 08.     (W)     SCALED    
 MT0635* NAVD 88     -      1970.255  (meters)    6464.08   (feet)  ADJUSTED  
 MT0635  ___________________________________________________________________
 MT0635  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 MT0635  DYNAMIC HT  -        1968.724 (meters)    6459.06  (feet)  COMP
 MT0635  MODELED GRAV-     979,774.3   (mgal)                       NAVD 88
 MT0635
 MT0635  VERT ORDER  -  SECOND    CLASS 0
 MT0635
 MT0635.The horizontal coordinates were scaled from a topographic map and have
 MT0635.an estimated accuracy of +/- 6 seconds.
 MT0635
 MT0635.The orthometric height was determined by differential leveling
 MT0635.and adjusted by the National Geodetic Survey in June 1991..
 MT0635
 MT0635.The geoid height was determined by GEOID03.
 MT0635
 MT0635.The dynamic height is computed by dividing the NAVD 88
 MT0635.geopotential number by the normal gravity value computed on the
 MT0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0635.degrees latitude (g = 980.6199 gals.).
 MT0635
 MT0635.The modeled gravity was interpolated from observed gravity values.
 MT0635
 MT0635;                    North         East    Units  Estimated Accuracy
 MT0635;SPC NV E     - 8,801,550.      203,960.      MT  (+/- 180 meters Scaled)
 MT0635
 MT0635                          SUPERSEDED SURVEY CONTROL
 MT0635
 MT0635  NGVD 29 (??/??/92) 1969.035  (m)         6460.08   (f) ADJ UNCH    2 0
 MT0635
 MT0635.Superseded values are not recommended for survey control.
 MT0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0635.See file dsdata.txt to determine how the superseded data were derived.
 MT0635
 MT0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG213476(NAD 83)
 MT0635_MARKER: DB = BENCH MARK DISK
 MT0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0635_STAMPING: A 322 1951
 MT0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0635+STABILITY: SURFACE MOTION
 MT0635
 MT0635  HISTORY     - Date     Condition        Report By
 MT0635  HISTORY     - 1951     MONUMENTED       CGS
 MT0635
 MT0635                          STATION DESCRIPTION
 MT0635
 MT0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0635'21.0 MI NW FROM JARBIDGE.
 MT0635'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0635'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0635'THENCE 10.8 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0635'CREEK RANGER STATION, 1.3 MILES NORTH OF THE U. S. FOREST SERVICE
 MT0635'GATE, ON THE INSIDE OF A SHARP CURVE, 55 1/2 FEET SOUTHEAST OF THE
 MT0635'CENTER LINE OF THE ROAD, 55 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 MT0635'AN OLD ROAD LEADING SOUTH, 2.4 FEET NORTHWEST OF A WITNESS POST, ABOUT
 MT0635'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MT0635'0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1105 ***********************************************************************
 KR1105  DESIGNATION -  A 323
 KR1105  PID         -  KR1105
 KR1105  STATE/COUNTY-  NV/DOUGLAS
 KR1105  USGS QUAD   -  GENOA (1994)
 KR1105
 KR1105                         *CURRENT SURVEY CONTROL
 KR1105  ___________________________________________________________________
 KR1105* NAD 83(1986)-  39 01 04.     (N)    119 50 15.     (W)     SCALED    
 KR1105* NAVD 88     -      1443.97   (+/-2cm)    4737.4    (feet)  VERTCON   
 KR1105  ___________________________________________________________________
 KR1105  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 KR1105
 KR1105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1105
 KR1105.The horizontal coordinates were scaled from a topographic map and have
 KR1105.an estimated accuracy of +/- 6 seconds.
 KR1105
 KR1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1105.The vertical order pertains to the NGVD 29 superseded value.
 KR1105
 KR1105.The geoid height was determined by GEOID03.
 KR1105
 KR1105;                    North         East    Units  Estimated Accuracy
 KR1105;SPC NV W     - 4,474,320.      691,390.      MT  (+/- 180 meters Scaled)
 KR1105
 KR1105                          SUPERSEDED SURVEY CONTROL
 KR1105
 KR1105  NGVD 29 (??/??/92) 1442.796  (m)         4733.57   (f) ADJ UNCH    2 0
 KR1105
 KR1105.Superseded values are not recommended for survey control.
 KR1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1105.See file dsdata.txt to determine how the superseded data were derived.
 KR1105
 KR1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD543225(NAD 83)
 KR1105_MARKER: DB = BENCH MARK DISK
 KR1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1105_STAMPING: A 323 1951
 KR1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1105+STABILITY: SURFACE MOTION
 KR1105
 KR1105  HISTORY     - Date     Condition        Report By
 KR1105  HISTORY     - 1951     MONUMENTED       CGS
 KR1105  HISTORY     - 1968     GOOD             NGS
 KR1105
 KR1105                          STATION DESCRIPTION
 KR1105
 KR1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR1105'1.0 MI N FROM GENOA.
 KR1105'1.0 MILES NORTH ALONG THE VALLEY ROAD FROM THE SCHOOL AT GENOA, ABOUT
 KR1105'0.1 MILES SOUTH OF A RANCH HOUSE PAINTED RED, BETWEEN TWO SMALL
 KR1105'STREAMS, 65 FEET NORTHEAST OF THE CENTER OF A SMALL CONCRETE BRIDGE
 KR1105'OVER A STREAM, 52 FEET SOUTH OF THE CENTER LINE OF A DIM RANCH ROAD
 KR1105'LEADING EAST, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET
 KR1105'WEST OF A FENCE, 1.6 FEET NORTH OF A WITNESS POST, ABOUT 1/2-FOOT
 KR1105'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KR1105'0.6 FEET ABOVE THE GROUND.
 KR1105
 KR1105                          STATION RECOVERY (1968)
 KR1105
 KR1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KR1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0001 ***********************************************************************
 MT0001  DESIGNATION -  A 323
 MT0001  PID         -  MT0001
 MT0001  STATE/COUNTY-  NV/ELKO
 MT0001  USGS QUAD   -  EAST OF JACKPOT (1989)
 MT0001
 MT0001                         *CURRENT SURVEY CONTROL
 MT0001  ___________________________________________________________________
 MT0001* NAD 83(1986)-  41 57 42.     (N)    114 30 21.     (W)     SCALED    
 MT0001* NAVD 88     -      1830.620  (meters)    6005.96   (feet)  ADJUSTED  
 MT0001  ___________________________________________________________________
 MT0001  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 MT0001  DYNAMIC HT  -        1829.251 (meters)    6001.47  (feet)  COMP
 MT0001  MODELED GRAV-     979,809.4   (mgal)                       NAVD 88
 MT0001
 MT0001  VERT ORDER  -  SECOND    CLASS 0
 MT0001
 MT0001.The horizontal coordinates were scaled from a topographic map and have
 MT0001.an estimated accuracy of +/- 6 seconds.
 MT0001
 MT0001.The orthometric height was determined by differential leveling
 MT0001.and adjusted by the National Geodetic Survey in June 1991..
 MT0001
 MT0001.The geoid height was determined by GEOID03.
 MT0001
 MT0001.The dynamic height is computed by dividing the NAVD 88
 MT0001.geopotential number by the normal gravity value computed on the
 MT0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0001.degrees latitude (g = 980.6199 gals.).
 MT0001
 MT0001.The modeled gravity was interpolated from observed gravity values.
 MT0001
 MT0001;                    North         East    Units  Estimated Accuracy
 MT0001;SPC NV E     - 8,801,000.      289,320.      MT  (+/- 180 meters Scaled)
 MT0001
 MT0001                          SUPERSEDED SURVEY CONTROL
 MT0001
 MT0001  NGVD 29 (??/??/92) 1829.465  (m)         6002.17   (f) ADJ UNCH    2 0
 MT0001
 MT0001.Superseded values are not recommended for survey control.
 MT0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0001.See file dsdata.txt to determine how the superseded data were derived.
 MT0001
 MT0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG066485(NAD 83)
 MT0001_MARKER: DB = BENCH MARK DISK
 MT0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0001_STAMPING: A 323 1951
 MT0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0001+STABILITY: SURFACE MOTION
 MT0001
 MT0001  HISTORY     - Date     Condition        Report By
 MT0001  HISTORY     - 1951     MONUMENTED       CGS
 MT0001
 MT0001                          STATION DESCRIPTION
 MT0001
 MT0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0001'12.6 MI NE FROM SAN JACINTO.
 MT0001'12.6 MILES NORTHEAST, 0.6 MILE SOUTHWEST OF THE Y JUNCTION OF A DIRT
 MT0001'ROAD LEADING EAST, 0.25 MILE NORTHEAST OF THE Y JUNCTION OF A TRACK
 MT0001'ROAD LEADING NORTH, AT THE EAST CORNER OF A SMALL CLEARING, 61 1/2
 MT0001'FEET SOUTHEAST OF THE CENTER LINE OF A ROAD, AND ABOUT 3 FEET HIGHER
 MT0001'THAN THE ROAD, 2.3 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF
 MT0001'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0485 ***********************************************************************
 JR0485  DESIGNATION -  A 324
 JR0485  PID         -  JR0485
 JR0485  STATE/COUNTY-  NV/DOUGLAS
 JR0485  USGS QUAD   -  MINDEN (1982)
 JR0485
 JR0485                         *CURRENT SURVEY CONTROL
 JR0485  ___________________________________________________________________
 JR0485* NAD 83(1986)-  38 57 28.     (N)    119 50 21.     (W)     SCALED    
 JR0485* NAVD 88     -      1446.25   (+/-2cm)    4744.9    (feet)  VERTCON   
 JR0485  ___________________________________________________________________
 JR0485  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 JR0485
 JR0485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0485
 JR0485.The horizontal coordinates were scaled from a topographic map and have
 JR0485.an estimated accuracy of +/- 6 seconds.
 JR0485
 JR0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0485.The vertical order pertains to the NGVD 29 superseded value.
 JR0485
 JR0485.The geoid height was determined by GEOID03.
 JR0485
 JR0485;                    North         East    Units  Estimated Accuracy
 JR0485;SPC NV W     - 4,467,660.      691,160.      MT  (+/- 180 meters Scaled)
 JR0485
 JR0485                          SUPERSEDED SURVEY CONTROL
 JR0485
 JR0485  NGVD 29 (??/??/92) 1445.080  (m)         4741.07   (f) ADJ UNCH    2 0
 JR0485
 JR0485.Superseded values are not recommended for survey control.
 JR0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0485.See file dsdata.txt to determine how the superseded data were derived.
 JR0485
 JR0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD539159(NAD 83)
 JR0485_MARKER: DD = SURVEY DISK
 JR0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0485_STAMPING: A 324 1951
 JR0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0485+STABILITY: SURFACE MOTION
 JR0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JR0485+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 JR0485
 JR0485  HISTORY     - Date     Condition        Report By
 JR0485  HISTORY     - 1951     MONUMENTED       NVDH
 JR0485  HISTORY     - 1951     GOOD             NGS
 JR0485  HISTORY     - 20011019 GOOD             NVGS
 JR0485
 JR0485                          STATION DESCRIPTION
 JR0485
 JR0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0485'3.4 MI S FROM GENOA.
 JR0485'ABOUT 3.4 MILES SOUTH ALONG THE FOOTHILL ROAD FROM THE GENERAL
 JR0485'STORE IN GENOA, 77 FEET SOUTH OF THE CENTER OF A LARGE GATE OVER
 JR0485'THE ROAD LEADING TO A RANCH, 39 FEET EAST OF THE CENTER LINE OF
 JR0485'THE HIGHWAY, 12 FEET NORTHWEST OF POWER LINE POLE NO. 57591 WITH
 JR0485'A TRANSFORMER AND SWITCH BOX, 0.5 FEET WEST OF A WIRE FENCE, 1.3
 JR0485'FEET NORTH OF A WITNESS POST, ABOUT TWO FEET HIGHER THAN THE
 JR0485'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 JR0485'FEET ABOVE THE GROUND.
 JR0485
 JR0485                          STATION RECOVERY (2001)
 JR0485
 JR0485'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 JR0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0603 ***********************************************************************
 MT0603  DESIGNATION -  A 326
 MT0603  PID         -  MT0603
 MT0603  STATE/COUNTY-  NV/ELKO
 MT0603  USGS QUAD   -  TENNESSEE MOUNTAIN (1986)
 MT0603
 MT0603                         *CURRENT SURVEY CONTROL
 MT0603  ___________________________________________________________________
 MT0603* NAD 83(1986)-  41 50 27.     (N)    115 42 02.     (W)     SCALED    
 MT0603* NAVD 88     -      1739.776  (meters)    5707.92   (feet)  ADJUSTED  
 MT0603  ___________________________________________________________________
 MT0603  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 MT0603  DYNAMIC HT  -        1738.440 (meters)    5703.53  (feet)  COMP
 MT0603  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 MT0603
 MT0603  VERT ORDER  -  SECOND    CLASS 0
 MT0603
 MT0603.The horizontal coordinates were scaled from a topographic map and have
 MT0603.an estimated accuracy of +/- 6 seconds.
 MT0603
 MT0603.The orthometric height was determined by differential leveling
 MT0603.and adjusted by the National Geodetic Survey in June 1991..
 MT0603
 MT0603.The geoid height was determined by GEOID03.
 MT0603
 MT0603.The dynamic height is computed by dividing the NAVD 88
 MT0603.geopotential number by the normal gravity value computed on the
 MT0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0603.degrees latitude (g = 980.6199 gals.).
 MT0603
 MT0603.The modeled gravity was interpolated from observed gravity values.
 MT0603
 MT0603;                    North         East    Units  Estimated Accuracy
 MT0603;SPC NV E     - 8,787,030.      190,270.      MT  (+/- 180 meters Scaled)
 MT0603
 MT0603                          SUPERSEDED SURVEY CONTROL
 MT0603
 MT0603  NGVD 29 (??/??/92) 1738.552  (m)         5703.90   (f) ADJ UNCH    2 0
 MT0603
 MT0603.Superseded values are not recommended for survey control.
 MT0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0603.See file dsdata.txt to determine how the superseded data were derived.
 MT0603
 MT0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG078329(NAD 83)
 MT0603_MARKER: DB = BENCH MARK DISK
 MT0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0603_STAMPING: A 326 1951
 MT0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0603+STABILITY: SURFACE MOTION
 MT0603
 MT0603  HISTORY     - Date     Condition        Report By
 MT0603  HISTORY     - 1951     MONUMENTED       CGS
 MT0603
 MT0603                          STATION DESCRIPTION
 MT0603
 MT0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0603'22.9 MI NE FROM MOUNTAIN CITY.
 MT0603'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0603'MOUNTAIN CITY, THENCE 15.0 MILES EAST ALONG A GRAVEL ROAD, THENCE 2.6
 MT0603'MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 4.3 MILES NORTHEAST ALONG A
 MT0603'GRAVEL ROAD, AT A STOCK CORRAL AND SMALL CABIN, 119.3 FEET SOUTHEAST
 MT0603'OF THE SOUTHEAST CORNER OF THE CABIN, 45.5 FEET SOUTH OF THE SOUTHEAST
 MT0603'CORNER OF A STOCK LOADING RAMP, 27 1/2 FEET NORTH OF THE CENTER LINE
 MT0603'OF THE ROAD, 2.1 FEET EAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 MT0603'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET
 MT0603'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0025 ***********************************************************************
 MT0025  DESIGNATION -  A 327
 MT0025  PID         -  MT0025
 MT0025  STATE/COUNTY-  NV/ELKO
 MT0025  USGS QUAD   -  CEDAR MOUNTAIN DRAW (1989)
 MT0025
 MT0025                         *CURRENT SURVEY CONTROL
 MT0025  ___________________________________________________________________
 MT0025* NAD 83(1986)-  41 52 19.     (N)    114 13 51.     (W)     SCALED    
 MT0025* NAVD 88     -      1657.532  (meters)    5438.09   (feet)  ADJUSTED  
 MT0025  ___________________________________________________________________
 MT0025  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 MT0025  DYNAMIC HT  -        1656.326 (meters)    5434.13  (feet)  COMP
 MT0025  MODELED GRAV-     979,836.1   (mgal)                       NAVD 88
 MT0025
 MT0025  VERT ORDER  -  SECOND    CLASS 0
 MT0025
 MT0025.The horizontal coordinates were scaled from a topographic map and have
 MT0025.an estimated accuracy of +/- 6 seconds.
 MT0025
 MT0025.The orthometric height was determined by differential leveling
 MT0025.and adjusted by the National Geodetic Survey in June 1991..
 MT0025
 MT0025.The geoid height was determined by GEOID03.
 MT0025
 MT0025.The dynamic height is computed by dividing the NAVD 88
 MT0025.geopotential number by the normal gravity value computed on the
 MT0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0025.degrees latitude (g = 980.6199 gals.).
 MT0025
 MT0025.The modeled gravity was interpolated from observed gravity values.
 MT0025
 MT0025;                    North         East    Units  Estimated Accuracy
 MT0025;SPC NV E     - 8,791,360.      312,270.      MT  (+/- 180 meters Scaled)
 MT0025
 MT0025                          SUPERSEDED SURVEY CONTROL
 MT0025
 MT0025  NGVD 29 (??/??/92) 1656.416  (m)         5434.42   (f) ADJ UNCH    2 0
 MT0025
 MT0025.Superseded values are not recommended for survey control.
 MT0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0025.See file dsdata.txt to determine how the superseded data were derived.
 MT0025
 MT0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG298392(NAD 83)
 MT0025_MARKER: DB = BENCH MARK DISK
 MT0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0025_STAMPING: A 327 1951
 MT0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0025+STABILITY: SURFACE MOTION
 MT0025
 MT0025  HISTORY     - Date     Condition        Report By
 MT0025  HISTORY     - 1951     MONUMENTED       CGS
 MT0025  HISTORY     - 1969     GOOD             NGS
 MT0025
 MT0025                          STATION DESCRIPTION
 MT0025
 MT0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0025'35.6 MI E FROM SAN JACINTO.
 MT0025'35.6 MILES EAST, AND ABOUT 100 YARDS NORTHEAST OF A POINT WHERE THE
 MT0025'ROAD CROSSES OVER A SMALL STREAM, AT A LARGE CLEARING ON THE SOUTHEAST
 MT0025'SIDE OF THE ROAD, AT THE NORTH SIDE OF A CORRAL, 86 1/2 FEET SOUTHEAST
 MT0025'OF THE CENTER LINE OF THE ROAD, 23.9 FEET NORTH OF A 14 INCH JUNIPER
 MT0025'TREE TO WHICH CORRAL FENCE IS FASTENED, AND ABOUT 3 FEET LOWER THAN
 MT0025'THE ROAD, 1.9 FEET NORTH OF THE CORRAL FENCE, 1.9 FEET WEST OF A
 MT0025'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 MT0025'FOOT ABOVE THE GROUND.
 MT0025
 MT0025                          STATION RECOVERY (1969)
 MT0025
 MT0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MT0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1257 ***********************************************************************
 GR1257  DESIGNATION -  A 328
 GR1257  PID         -  GR1257
 GR1257  STATE/COUNTY-  NV/NYE
 GR1257  USGS QUAD   -  MERCURY (1983)
 GR1257
 GR1257                         *CURRENT SURVEY CONTROL
 GR1257  ___________________________________________________________________
 GR1257* NAD 83(1986)-  36 40 09.     (N)    115 59 32.     (W)     SCALED    
 GR1257* NAVD 88     -      1185.256  (meters)    3888.63   (feet)  ADJUSTED  
 GR1257  ___________________________________________________________________
 GR1257  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 GR1257  DYNAMIC HT  -        1183.980 (meters)    3884.44  (feet)  COMP
 GR1257  MODELED GRAV-     979,514.3   (mgal)                       NAVD 88
 GR1257
 GR1257  VERT ORDER  -  SECOND    CLASS 0
 GR1257
 GR1257.The horizontal coordinates were scaled from a topographic map and have
 GR1257.an estimated accuracy of +/- 6 seconds.
 GR1257
 GR1257.The orthometric height was determined by differential leveling
 GR1257.and adjusted by the National Geodetic Survey in June 1991..
 GR1257
 GR1257.The geoid height was determined by GEOID03.
 GR1257
 GR1257.The dynamic height is computed by dividing the NAVD 88
 GR1257.geopotential number by the normal gravity value computed on the
 GR1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1257.degrees latitude (g = 980.6199 gals.).
 GR1257
 GR1257.The modeled gravity was interpolated from observed gravity values.
 GR1257
 GR1257;                    North         East    Units  Estimated Accuracy
 GR1257;SPC NV C     - 6,213,130.      560,290.      MT  (+/- 180 meters Scaled)
 GR1257
 GR1257                          SUPERSEDED SURVEY CONTROL
 GR1257
 GR1257  NGVD 29 (??/??/92) 1184.407  (m)         3885.84   (f) ADJ UNCH    2 0
 GR1257
 GR1257.Superseded values are not recommended for survey control.
 GR1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1257.See file dsdata.txt to determine how the superseded data were derived.
 GR1257
 GR1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA900586(NAD 83)
 GR1257_MARKER: DB = BENCH MARK DISK
 GR1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1257_STAMPING: A 328 1952
 GR1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1257+STABILITY: SURFACE MOTION
 GR1257
 GR1257  HISTORY     - Date     Condition        Report By
 GR1257  HISTORY     - 1952     MONUMENTED       CGS
 GR1257  HISTORY     - 1963     GOOD             NGS
 GR1257
 GR1257                          STATION DESCRIPTION
 GR1257
 GR1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GR1257'0.75 MI NW FROM MERCURY.
 GR1257'0.15 MILE WEST ALONG RANGER AVENUE FROM THE POST OFFICE AT MERCURY,
 GR1257'THENCE 0.6 MILE NORTH ALONG THE MERCURY HIGHWAY, 125 FEET SOUTH OF THE
 GR1257'CENTER LINE OF A GRAVELED ROAD LEADING SOUTHWEST, 51 FEET WEST OF THE
 GR1257'CENTER LINE OF THE HIGHWAY, 97 FEET NORTH OF A POWER POLE, 2.6 FEET
 GR1257'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GR1257'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GR1257
 GR1257                          STATION RECOVERY (1963)
 GR1257
 GR1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR1257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0124 ***********************************************************************
 GS0124  DESIGNATION -  A 329
 GS0124  PID         -  GS0124
 GS0124  STATE/COUNTY-  NV/NYE
 GS0124  USGS QUAD   -  YUCCA LAKE (1986)
 GS0124
 GS0124                         *CURRENT SURVEY CONTROL
 GS0124  ___________________________________________________________________
 GS0124* NAD 83(1986)-  36 58 21.     (N)    116 03 08.     (W)     SCALED    
 GS0124* NAVD 88     -      1197.593  (meters)    3929.10   (feet)  ADJUSTED  
 GS0124  ___________________________________________________________________
 GS0124  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 GS0124  DYNAMIC HT  -        1196.272 (meters)    3924.77  (feet)  COMP
 GS0124  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 GS0124
 GS0124  VERT ORDER  -  SECOND    CLASS 0
 GS0124
 GS0124.The horizontal coordinates were scaled from a topographic map and have
 GS0124.an estimated accuracy of +/- 6 seconds.
 GS0124
 GS0124.The orthometric height was determined by differential leveling
 GS0124.and adjusted by the National Geodetic Survey in June 1991..
 GS0124
 GS0124.The geoid height was determined by GEOID03.
 GS0124
 GS0124.The dynamic height is computed by dividing the NAVD 88
 GS0124.geopotential number by the normal gravity value computed on the
 GS0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0124.degrees latitude (g = 980.6199 gals.).
 GS0124
 GS0124.The modeled gravity was interpolated from observed gravity values.
 GS0124
 GS0124;                    North         East    Units  Estimated Accuracy
 GS0124;SPC NV C     - 6,246,750.      554,710.      MT  (+/- 180 meters Scaled)
 GS0124
 GS0124                          SUPERSEDED SURVEY CONTROL
 GS0124
 GS0124  NGVD 29 (??/??/??) 1196.669  (m)         3926.07   (f) ADJUSTED    2 0
 GS0124
 GS0124.Superseded values are not recommended for survey control.
 GS0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0124.See file dsdata.txt to determine how the superseded data were derived.
 GS0124
 GS0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA843922(NAD 83)
 GS0124_MARKER: DB = BENCH MARK DISK
 GS0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0124_STAMPING: A 329 1952
 GS0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0124+STABILITY: SURFACE MOTION
 GS0124
 GS0124  HISTORY     - Date     Condition        Report By
 GS0124  HISTORY     - 1952     MONUMENTED       CGS
 GS0124  HISTORY     - 1952     GOOD             NGS
 GS0124
 GS0124                          STATION DESCRIPTION
 GS0124
 GS0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0124'2.6 MI N FROM YUCCA PASS.
 GS0124'2.65 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF
 GS0124'YUCCA PASS, AT A JUNCTION WITH A SANDY ROAD LEADING WEST, IN
 GS0124'LINE WITH A ROW OF TELEPHONE POLES, 150 FEET WEST OF THE CENTER
 GS0124'LINE OF THE HIGHWAY, 46 FEET SOUTH OF THE CENTER LINE OF A ROAD
 GS0124'LEADING WEST, 21.2 FEET NORTH OF A TELEPHONE POLE, 2.5 FEET
 GS0124'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GS0124'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS
 GS0124'160 FEET WEST-SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES
 GS0124'OF THE HIGHWAY AND THE DIRT ROAD LEADING WEST.
 GS0124
 GS0124                          STATION RECOVERY (1952)
 GS0124
 GS0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GS0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0054 ***********************************************************************
 JP0054  DESIGNATION -  A 33 B RESET
 JP0054  PID         -  JP0054
 JP0054  STATE/COUNTY-  NV/NYE
 JP0054  USGS QUAD   -  CURRANT SUMMIT (1990)
 JP0054
 JP0054                         *CURRENT SURVEY CONTROL
 JP0054  ___________________________________________________________________
 JP0054* NAD 83(1986)-  38 48 55.     (N)    115 18 22.     (W)     SCALED    
 JP0054* NAVD 88     -      2020.83   (meters)    6630.0    (feet)  RESET     
 JP0054  ___________________________________________________________________
 JP0054  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 JP0054
 JP0054  VERT ORDER  -  THIRD
 JP0054
 JP0054.The horizontal coordinates were scaled from a topographic map and have
 JP0054.an estimated accuracy of +/- 6 seconds.
 JP0054
 JP0054.The orthometric height was computed from unverified reset data.
 JP0054
 JP0054.The geoid height was determined by GEOID03.
 JP0054
 JP0054;                    North         East    Units  Estimated Accuracy
 JP0054;SPC NV C     - 6,451,970.      618,160.      MT  (+/- 180 meters Scaled)
 JP0054
 JP0054                          SUPERSEDED SURVEY CONTROL
 JP0054
 JP0054.No superseded survey control is available for this station.
 JP0054
 JP0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC470976(NAD 83)
 JP0054_MARKER: DB = BENCH MARK DISK
 JP0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JP0054_SP_SET: MONUMENT
 JP0054_STAMPING: A 33 B RESET 1970
 JP0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0054
 JP0054  HISTORY     - Date     Condition        Report By
 JP0054  HISTORY     - 1970     MONUMENTED       NGS
 JP0054  HISTORY     - 1984     MARK NOT FOUND   NGS
 JP0054
 JP0054                          STATION DESCRIPTION
 JP0054
 JP0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JP0054'11.4 MI NE FROM CURRANT.
 JP0054'ABOUT 11.4 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM CURRANT, NYE
 JP0054'COUNTY, ABOUT 1.4 MILES WEST OF CURRANT SUMMIT, 60 FT. SOUTH OF THE
 JP0054'CENTERLINE OF THE HIGHWAY, ON THE EDGE OF THE BACKSLOPE OF THE HIGHWAY
 JP0054'CUT, A STANDARD DISK, SET IN A CONCRETE MONUMENT FLUSH WITH GROUND.
 JP0054
 JP0054                          STATION RECOVERY (1984)
 JP0054
 JP0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JP0054'NOT RECOVERED.  UNABLE TO LOCATE DUE TO HEAVY SNOW IN THE DESCRIBED
 JP0054'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0232 ***********************************************************************
 HP0232  DESIGNATION -  A 330
 HP0232  PID         -  HP0232
 HP0232  STATE/COUNTY-  NV/LINCOLN
 HP0232  USGS QUAD   -  JANGLE RIDGE (1986)
 HP0232
 HP0232                         *CURRENT SURVEY CONTROL
 HP0232  ___________________________________________________________________
 HP0232* NAD 83(1986)-  37 14 39.     (N)    115 54 18.     (W)     SCALED    
 HP0232* NAVD 88     -      1368.477  (meters)    4489.74   (feet)  ADJUSTED  
 HP0232  ___________________________________________________________________
 HP0232  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 HP0232  DYNAMIC HT  -        1366.951 (meters)    4484.74  (feet)  COMP
 HP0232  MODELED GRAV-     979,468.7   (mgal)                       NAVD 88
 HP0232
 HP0232  VERT ORDER  -  SECOND    CLASS 0
 HP0232
 HP0232.The horizontal coordinates were scaled from a topographic map and have
 HP0232.an estimated accuracy of +/- 6 seconds.
 HP0232
 HP0232.The orthometric height was determined by differential leveling
 HP0232.and adjusted by the National Geodetic Survey in June 1991..
 HP0232
 HP0232.The geoid height was determined by GEOID03.
 HP0232
 HP0232.The dynamic height is computed by dividing the NAVD 88
 HP0232.geopotential number by the normal gravity value computed on the
 HP0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0232.degrees latitude (g = 980.6199 gals.).
 HP0232
 HP0232.The modeled gravity was interpolated from observed gravity values.
 HP0232
 HP0232;                    North         East    Units  Estimated Accuracy
 HP0232;SPC NV E     - 8,276,770.      171,460.      MT  (+/- 180 meters Scaled)
 HP0232
 HP0232                          SUPERSEDED SURVEY CONTROL
 HP0232
 HP0232  NGVD 29 (??/??/92) 1367.504  (m)         4486.55   (f) ADJ UNCH    2 0
 HP0232
 HP0232.Superseded values are not recommended for survey control.
 HP0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0232.See file dsdata.txt to determine how the superseded data were derived.
 HP0232
 HP0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB971225(NAD 83)
 HP0232_MARKER: DB = BENCH MARK DISK
 HP0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0232_STAMPING: A 330 1952
 HP0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0232+STABILITY: SURFACE MOTION
 HP0232
 HP0232  HISTORY     - Date     Condition        Report By
 HP0232  HISTORY     - 1952     MONUMENTED       CGS
 HP0232
 HP0232                          STATION DESCRIPTION
 HP0232
 HP0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HP0232'7.0 MI SW FROM GROOM LAKE.
 HP0232'2.3 MILES SOUTH ALONG THE WEST EDGE OF GROOM LAKE FROM A POINT AT THE
 HP0232'NORTH END OF THE LAKE WHERE A SANDY TRACK ROAD LEADS NORTHWEST, THENCE
 HP0232'4.7 MILES SOUTHWEST ALONG A TRACK ROAD, 56 FEET SOUTHEAST OF THE
 HP0232'CENTER LINE OF A TRACK ROAD, 41 FEET EAST OF THE CENTER LINE OF A DIM
 HP0232'TRACK ROAD LEADING SOUTH, 2.2 FEET SOUTH OF A WITNESS POST, SET IN THE
 HP0232'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0492 ***********************************************************************
 HQ0492  DESIGNATION -  A 331
 HQ0492  PID         -  HQ0492
 HQ0492  STATE/COUNTY-  NV/NYE
 HQ0492  USGS QUAD   -  TOLICHA PEAK (1986)
 HQ0492
 HQ0492                         *CURRENT SURVEY CONTROL
 HQ0492  ___________________________________________________________________
 HQ0492* NAD 83(1986)-  37 15 26.     (N)    116 47 20.     (W)     SCALED    
 HQ0492* NAVD 88     -      1716.654  (meters)    5632.06   (feet)  ADJUSTED  
 HQ0492  ___________________________________________________________________
 HQ0492  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 HQ0492  DYNAMIC HT  -        1714.675 (meters)    5625.56  (feet)  COMP
 HQ0492  MODELED GRAV-     979,416.7   (mgal)                       NAVD 88
 HQ0492
 HQ0492  VERT ORDER  -  SECOND    CLASS 0
 HQ0492
 HQ0492.The horizontal coordinates were scaled from a topographic map and have
 HQ0492.an estimated accuracy of +/- 6 seconds.
 HQ0492
 HQ0492.The orthometric height was determined by differential leveling
 HQ0492.and adjusted by the National Geodetic Survey in June 1991..
 HQ0492
 HQ0492.The geoid height was determined by GEOID03.
 HQ0492
 HQ0492.The dynamic height is computed by dividing the NAVD 88
 HQ0492.geopotential number by the normal gravity value computed on the
 HQ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0492.degrees latitude (g = 980.6199 gals.).
 HQ0492
 HQ0492.The modeled gravity was interpolated from observed gravity values.
 HQ0492
 HQ0492;                    North         East    Units  Estimated Accuracy
 HQ0492;SPC NV C     - 6,278,180.      489,160.      MT  (+/- 180 meters Scaled)
 HQ0492
 HQ0492                          SUPERSEDED SURVEY CONTROL
 HQ0492
 HQ0492.No superseded survey control is available for this station.
 HQ0492
 HQ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB187234(NAD 83)
 HQ0492_MARKER: DB = BENCH MARK DISK
 HQ0492_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0492_SP_SET: ROCK LEDGE
 HQ0492_STAMPING: A 331 1952
 HQ0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0492+STABILITY: POSITION/ELEVATION WELL
 HQ0492
 HQ0492  HISTORY     - Date     Condition        Report By
 HQ0492  HISTORY     - 1952     MONUMENTED       CGS
 HQ0492  HISTORY     - 1984     MARK NOT FOUND   USGS
 HQ0492
 HQ0492                          STATION DESCRIPTION
 HQ0492
 HQ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0492'28.2 MI N FROM BEATTY.
 HQ0492'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0492'AT BEATTY, THENCE 9.6 MILES NORTH ALONG A WINDING TRACK ROAD,
 HQ0492'45 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 8 FEET ABOVE
 HQ0492'THE LEVEL OF THE ROAD, SET IN THE TOP OF A 10X81 FOOT ROCK LEDGE.
 HQ0492
 HQ0492                          STATION RECOVERY (1984)
 HQ0492
 HQ0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0262 ***********************************************************************
 HQ0262  DESIGNATION -  A 332
 HQ0262  PID         -  HQ0262
 HQ0262  STATE/COUNTY-  NV/NYE
 HQ0262  USGS QUAD   -  TRAPPMAN HILLS (1988)
 HQ0262
 HQ0262                         *CURRENT SURVEY CONTROL
 HQ0262  ___________________________________________________________________
 HQ0262* NAD 83(1986)-  37 33 35.     (N)    116 40 05.     (W)     SCALED    
 HQ0262* NAVD 88     -      1711.332  (meters)    5614.60   (feet)  ADJUSTED  
 HQ0262  ___________________________________________________________________
 HQ0262  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 HQ0262  DYNAMIC HT  -        1709.379 (meters)    5608.19  (feet)  COMP
 HQ0262  MODELED GRAV-     979,428.1   (mgal)                       NAVD 88
 HQ0262
 HQ0262  VERT ORDER  -  SECOND    CLASS 0
 HQ0262
 HQ0262.The horizontal coordinates were scaled from a topographic map and have
 HQ0262.an estimated accuracy of +/- 6 seconds.
 HQ0262
 HQ0262.The orthometric height was determined by differential leveling
 HQ0262.and adjusted by the National Geodetic Survey in June 1991..
 HQ0262
 HQ0262.The geoid height was determined by GEOID03.
 HQ0262
 HQ0262.The dynamic height is computed by dividing the NAVD 88
 HQ0262.geopotential number by the normal gravity value computed on the
 HQ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0262.degrees latitude (g = 980.6199 gals.).
 HQ0262
 HQ0262.The modeled gravity was interpolated from observed gravity values.
 HQ0262
 HQ0262;                    North         East    Units  Estimated Accuracy
 HQ0262;SPC NV C     - 6,311,740.      499,880.      MT  (+/- 180 meters Scaled)
 HQ0262
 HQ0262                          SUPERSEDED SURVEY CONTROL
 HQ0262
 HQ0262.No superseded survey control is available for this station.
 HQ0262
 HQ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB293570(NAD 83)
 HQ0262_MARKER: DB = BENCH MARK DISK
 HQ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0262_SP_SET: CONCRETE POST
 HQ0262_STAMPING: A 332 1952
 HQ0262_MARK LOGO: CGS   
 HQ0262_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0262+STABILITY: SURFACE MOTION
 HQ0262
 HQ0262  HISTORY     - Date     Condition        Report By
 HQ0262  HISTORY     - 1952     MONUMENTED       CGS
 HQ0262  HISTORY     - 19920623 GOOD             LOCENG
 HQ0262
 HQ0262                          STATION DESCRIPTION
 HQ0262
 HQ0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0262'56 MI SE FROM TONOPAH.
 HQ0262'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ0262'TONOPAH, THENCE 21.1 MILES SOUTHEAST ALONG AN OILED ROAD, THENCE
 HQ0262'8.5 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 14.4 MILES SOUTH
 HQ0262'ALONG A TRACK ROAD, IN A DRAW, BETWEEN TWO HILLS, AT A STOCK CORRAL,
 HQ0262'243 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 5.8 FEET
 HQ0262'NORTHEAST OF A FENCE CORNER, 1.8 FEET NORTHWEST OF A WITNESS
 HQ0262'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 HQ0262'ABOVE THE GROUND.
 HQ0262
 HQ0262                          STATION RECOVERY (1992)
 HQ0262
 HQ0262'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0094 ***********************************************************************
 GS0094  DESIGNATION -  A 333
 GS0094  PID         -  GS0094
 GS0094  STATE/COUNTY-  NV/NYE
 GS0094  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0094
 GS0094                         *CURRENT SURVEY CONTROL
 GS0094  ___________________________________________________________________
 GS0094* NAD 83(1986)-  36 38 33.     (N)    116 23 38.     (W)     SCALED    
 GS0094* NAVD 88     -       810.844  (meters)    2660.24   (feet)  ADJUSTED  
 GS0094  ___________________________________________________________________
 GS0094  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GS0094  DYNAMIC HT  -         810.016 (meters)    2657.53  (feet)  COMP
 GS0094  MODELED GRAV-     979,583.7   (mgal)                       NAVD 88
 GS0094
 GS0094  VERT ORDER  -  SECOND    CLASS 0
 GS0094
 GS0094.The horizontal coordinates were scaled from a topographic map and have
 GS0094.an estimated accuracy of +/- 6 seconds.
 GS0094
 GS0094.The orthometric height was determined by differential leveling
 GS0094.and adjusted by the National Geodetic Survey in June 1991..
 GS0094
 GS0094.The geoid height was determined by GEOID03.
 GS0094
 GS0094.The dynamic height is computed by dividing the NAVD 88
 GS0094.geopotential number by the normal gravity value computed on the
 GS0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0094.degrees latitude (g = 980.6199 gals.).
 GS0094
 GS0094.The modeled gravity was interpolated from observed gravity values.
 GS0094
 GS0094;                    North         East    Units  Estimated Accuracy
 GS0094;SPC NV C     - 6,209,990.      524,390.      MT  (+/- 180 meters Scaled)
 GS0094
 GS0094                          SUPERSEDED SURVEY CONTROL
 GS0094
 GS0094  NGVD 29 (??/??/??)  810.034  (m)         2657.59   (f) ADJUSTED    2 0
 GS0094
 GS0094.Superseded values are not recommended for survey control.
 GS0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0094.See file dsdata.txt to determine how the superseded data were derived.
 GS0094
 GS0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA541553(NAD 83)
 GS0094_MARKER: DB = BENCH MARK DISK
 GS0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GS0094_SP_SET: HEADWALL
 GS0094_STAMPING: A 333 1952
 GS0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0094
 GS0094  HISTORY     - Date     Condition        Report By
 GS0094  HISTORY     - 1952     MONUMENTED       CGS
 GS0094  HISTORY     - 1982     MARK NOT FOUND   NGS
 GS0094
 GS0094                          STATION DESCRIPTION
 GS0094
 GS0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0094'0.2 MI E FROM LATHROP WELLS.
 GS0094'0.2 MILE EAST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF ITS
 GS0094'Y JUNCTION WITH STATE HIGHWAY 29 AT LATHROP WELLS, 18 FEET NORTH
 GS0094'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST
 GS0094'END OF THE NORTH CONCRETE HEADWALL OF A 36 INCH PIPE CULVERT.
 GS0094
 GS0094                          STATION RECOVERY (1982)
 GS0094
 GS0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GS0094'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0438 ***********************************************************************
 HQ0438  DESIGNATION -  A 334
 HQ0438  PID         -  HQ0438
 HQ0438  STATE/COUNTY-  NV/NYE
 HQ0438  USGS QUAD   -  YUCCA FLAT (1986)
 HQ0438
 HQ0438                         *CURRENT SURVEY CONTROL
 HQ0438  ___________________________________________________________________
 HQ0438* NAD 83(1986)-  37 05 44.     (N)    116 04 00.     (W)     SCALED    
 HQ0438* NAVD 88     -      1271.236  (meters)    4170.71   (feet)  ADJUSTED  
 HQ0438  ___________________________________________________________________
 HQ0438  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 HQ0438  DYNAMIC HT  -        1269.845 (meters)    4166.15  (feet)  COMP
 HQ0438  MODELED GRAV-     979,493.0   (mgal)                       NAVD 88
 HQ0438
 HQ0438  VERT ORDER  -  SECOND    CLASS 0
 HQ0438
 HQ0438.The horizontal coordinates were scaled from a topographic map and have
 HQ0438.an estimated accuracy of +/- 6 seconds.
 HQ0438
 HQ0438.The orthometric height was determined by differential leveling
 HQ0438.and adjusted by the National Geodetic Survey in June 1991..
 HQ0438
 HQ0438.The geoid height was determined by GEOID03.
 HQ0438
 HQ0438.The dynamic height is computed by dividing the NAVD 88
 HQ0438.geopotential number by the normal gravity value computed on the
 HQ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0438.degrees latitude (g = 980.6199 gals.).
 HQ0438
 HQ0438.The modeled gravity was interpolated from observed gravity values.
 HQ0438
 HQ0438;                    North         East    Units  Estimated Accuracy
 HQ0438;SPC NV C     - 6,260,400.      553,340.      MT  (+/- 180 meters Scaled)
 HQ0438
 HQ0438                          SUPERSEDED SURVEY CONTROL
 HQ0438
 HQ0438  NGVD 29 (??/??/92) 1270.303  (m)         4167.65   (f) ADJ UNCH    2 0
 HQ0438
 HQ0438.Superseded values are not recommended for survey control.
 HQ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0438.See file dsdata.txt to determine how the superseded data were derived.
 HQ0438
 HQ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB829058(NAD 83)
 HQ0438_MARKER: DB = BENCH MARK DISK
 HQ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0438_STAMPING: A 334 1952
 HQ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0438+STABILITY: SURFACE MOTION
 HQ0438
 HQ0438  HISTORY     - Date     Condition        Report By
 HQ0438  HISTORY     - 1952     MONUMENTED       CGS
 HQ0438  HISTORY     - 1984     GOOD             USGS
 HQ0438
 HQ0438                          STATION DESCRIPTION
 HQ0438
 HQ0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0438'12.7 MI N FROM YUCCA PASS.
 HQ0438'11.6 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF
 HQ0438'YUCCA PASS, THENCE 0.1 MILE WEST ALONG A DIRT ROAD, THENCE
 HQ0438'1.0 MILE SOUTHWEST ALONG A DIRT ROAD, AT A JUNCTION WITH A
 HQ0438'NORTHWEST AND SOUTHEAST OILED ROAD AND AN OILED ROAD LEADING
 HQ0438'SOUTHWEST, 224 FEET SOUTHWEST OF THE CENTER LINE OF A NORTHWEST
 HQ0438'AND SOUTHEAST OILED ROAD, 84 FEET NORTHWEST OF THE CENTER LINE
 HQ0438'OF A NORTHEAST AND SOUTHWEST ROAD, 2 FEET NORTH OF A WITNESS
 HQ0438'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 HQ0438'ABOVE THE GROUND.
 HQ0438
 HQ0438                          STATION RECOVERY (1984)
 HQ0438
 HQ0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0438'11.3 MILES NORTH OF YUCCA PASS, 9 MILES NORTH ALONG MERCURY HIGHWAY
 HQ0438'FROM THE SUMMIT OF YUCCA PASS (ENTRANCE TO CP 1) TO BJ WYE. TAKE LEFT
 HQ0438'FORK (PAVED ROAD) 2.3 MILES TO AN INTERSECTION WITH A GRADED ROAD
 HQ0438'WEST. 213 FEET WEST AND 84 FEET NORTH OF THE CENTER OF THE
 HQ0438'INTERSECTION. STANDARD TABLET SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0512 ***********************************************************************
 HQ0512  DESIGNATION -  A 335
 HQ0512  PID         -  HQ0512
 HQ0512  STATE/COUNTY-  NV/NYE
 HQ0512  USGS QUAD   -  BUCKBOARD MESA (1983)
 HQ0512
 HQ0512                         *CURRENT SURVEY CONTROL
 HQ0512  ___________________________________________________________________
 HQ0512* NAD 83(1986)-  37 02 50.     (N)    116 17 05.     (W)     SCALED    
 HQ0512* NAVD 88     -      1478.267  (meters)    4849.95   (feet)  ADJUSTED  
 HQ0512  ___________________________________________________________________
 HQ0512  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 HQ0512  DYNAMIC HT  -        1476.579 (meters)    4844.41  (feet)  COMP
 HQ0512  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 HQ0512
 HQ0512  VERT ORDER  -  SECOND    CLASS 0
 HQ0512
 HQ0512.The horizontal coordinates were scaled from a topographic map and have
 HQ0512.an estimated accuracy of +/- 6 seconds.
 HQ0512
 HQ0512.The orthometric height was determined by differential leveling
 HQ0512.and adjusted by the National Geodetic Survey in June 1991..
 HQ0512
 HQ0512.The geoid height was determined by GEOID03.
 HQ0512
 HQ0512.The dynamic height is computed by dividing the NAVD 88
 HQ0512.geopotential number by the normal gravity value computed on the
 HQ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0512.degrees latitude (g = 980.6199 gals.).
 HQ0512
 HQ0512.The modeled gravity was interpolated from observed gravity values.
 HQ0512
 HQ0512;                    North         East    Units  Estimated Accuracy
 HQ0512;SPC NV C     - 6,254,940.      533,970.      MT  (+/- 180 meters Scaled)
 HQ0512
 HQ0512                          SUPERSEDED SURVEY CONTROL
 HQ0512
 HQ0512  NGVD 29 (??/??/92) 1477.258  (m)         4846.64   (f) ADJ UNCH    2 0
 HQ0512
 HQ0512.Superseded values are not recommended for survey control.
 HQ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0512.See file dsdata.txt to determine how the superseded data were derived.
 HQ0512
 HQ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB636003(NAD 83)
 HQ0512_MARKER: DB = BENCH MARK DISK
 HQ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0512_SP_SET: CONCRETE POST
 HQ0512_STAMPING: A 335 1952
 HQ0512_MARK LOGO: CGS   
 HQ0512_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0512+STABILITY: SURFACE MOTION
 HQ0512
 HQ0512  HISTORY     - Date     Condition        Report By
 HQ0512  HISTORY     - 1952     MONUMENTED       CGS
 HQ0512  HISTORY     - 1981     GOOD             LOCSUR
 HQ0512  HISTORY     - 19920623 GOOD             LOCENG
 HQ0512
 HQ0512                          STATION DESCRIPTION
 HQ0512
 HQ0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0512'5.1 MI W FROM TIPPIPAH SPRINGS.
 HQ0512'5.1 MILES WEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0512'AT TIPPIPAH SPRINGS, 47 FEET SOUTHWEST OF THE CENTER LINE OF
 HQ0512'THE ROAD, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 HQ0512'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 HQ0512
 HQ0512                          STATION RECOVERY (1981)
 HQ0512
 HQ0512'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 HQ0512'RECOVERED IN GOOD CONDITION.
 HQ0512
 HQ0512                          STATION RECOVERY (1992)
 HQ0512
 HQ0512'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0086 ***********************************************************************
 JQ0086  DESIGNATION -  A 336
 JQ0086  PID         -  JQ0086
 JQ0086  STATE/COUNTY-  NV/NYE
 JQ0086  USGS QUAD   -  MC KINNEY TANKS (1986)
 JQ0086
 JQ0086                         *CURRENT SURVEY CONTROL
 JQ0086  ___________________________________________________________________
 JQ0086* NAD 83(1986)-  38 00 00.     (N)    116 53 07.     (W)     SCALED    
 JQ0086* NAVD 88     -      1645.182  (meters)    5397.57   (feet)  ADJUSTED  
 JQ0086  ___________________________________________________________________
 JQ0086  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 JQ0086  DYNAMIC HT  -        1643.376 (meters)    5391.64  (feet)  COMP
 JQ0086  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 JQ0086
 JQ0086  VERT ORDER  -  SECOND    CLASS 0
 JQ0086
 JQ0086.The horizontal coordinates were scaled from a topographic map and have
 JQ0086.an estimated accuracy of +/- 6 seconds.
 JQ0086
 JQ0086.The orthometric height was determined by differential leveling
 JQ0086.and adjusted by the National Geodetic Survey in June 1991..
 JQ0086
 JQ0086.The geoid height was determined by GEOID03.
 JQ0086
 JQ0086.The dynamic height is computed by dividing the NAVD 88
 JQ0086.geopotential number by the normal gravity value computed on the
 JQ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0086.degrees latitude (g = 980.6199 gals.).
 JQ0086
 JQ0086.The modeled gravity was interpolated from observed gravity values.
 JQ0086
 JQ0086;                    North         East    Units  Estimated Accuracy
 JQ0086;SPC NV C     - 6,360,630.      480,800.      MT  (+/- 180 meters Scaled)
 JQ0086
 JQ0086                          SUPERSEDED SURVEY CONTROL
 JQ0086
 JQ0086  NGVD 29 (??/??/92) 1644.072  (m)         5393.93   (f) ADJ UNCH    2 0
 JQ0086
 JQ0086.Superseded values are not recommended for survey control.
 JQ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0086.See file dsdata.txt to determine how the superseded data were derived.
 JQ0086
 JQ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC100058(NAD 83)
 JQ0086_MARKER: DB = BENCH MARK DISK
 JQ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0086_SP_SET: CONCRETE POST
 JQ0086_STAMPING: A 336 1952
 JQ0086_MARK LOGO: CGS   
 JQ0086_MAGNETIC: N = NO MAGNETIC MATERIAL
 JQ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0086+STABILITY: SURFACE MOTION
 JQ0086
 JQ0086  HISTORY     - Date     Condition        Report By
 JQ0086  HISTORY     - 1952     MONUMENTED       CGS
 JQ0086  HISTORY     - 19920623 GOOD             LOCENG
 JQ0086
 JQ0086                          STATION DESCRIPTION
 JQ0086
 JQ0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JQ0086'21.0 MI SE FROM TONOPAH.
 JQ0086'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT TONOPAH,
 JQ0086'THENCE 9.0 MILES SOUTHEAST ALONG AN OILED ROAD, 52 FEET SOUTH OF THE
 JQ0086'CENTER LINE OF THE ROAD, 2.6 FEET NORTH OF A WITNESS POST, SET IN THE
 JQ0086'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 JQ0086
 JQ0086                          STATION RECOVERY (1992)
 JQ0086
 JQ0086'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 JQ0086'RECOVERED IN GOOD CONDITION.  NOTE--CARSONITE MARKER 0.5 METER
 JQ0086'(1.6 FT) SOUTHEAST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0272 ***********************************************************************
 HQ0272  DESIGNATION -  A 337
 HQ0272  PID         -  HQ0272
 HQ0272  STATE/COUNTY-  NV/NYE
 HQ0272  USGS QUAD   -  MELLAN (1988)
 HQ0272
 HQ0272                         *CURRENT SURVEY CONTROL
 HQ0272  ___________________________________________________________________
 HQ0272* NAD 83(1986)-  37 42 44.     (N)    116 35 37.     (W)     SCALED    
 HQ0272* NAVD 88     -      1676.153  (meters)    5499.18   (feet)  ADJUSTED  
 HQ0272  ___________________________________________________________________
 HQ0272  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 HQ0272  DYNAMIC HT  -        1674.264 (meters)    5492.98  (feet)  COMP
 HQ0272  MODELED GRAV-     979,444.1   (mgal)                       NAVD 88
 HQ0272
 HQ0272  VERT ORDER  -  FIRST     CLASS II
 HQ0272
 HQ0272.The horizontal coordinates were scaled from a topographic map and have
 HQ0272.an estimated accuracy of +/- 6 seconds.
 HQ0272
 HQ0272.The orthometric height was determined by differential leveling
 HQ0272.and adjusted by the National Geodetic Survey in June 1991..
 HQ0272
 HQ0272.The geoid height was determined by GEOID03.
 HQ0272
 HQ0272.The dynamic height is computed by dividing the NAVD 88
 HQ0272.geopotential number by the normal gravity value computed on the
 HQ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0272.degrees latitude (g = 980.6199 gals.).
 HQ0272
 HQ0272.The modeled gravity was interpolated from observed gravity values.
 HQ0272
 HQ0272;                    North         East    Units  Estimated Accuracy
 HQ0272;SPC NV C     - 6,328,670.      506,440.      MT  (+/- 180 meters Scaled)
 HQ0272
 HQ0272                          SUPERSEDED SURVEY CONTROL
 HQ0272
 HQ0272.No superseded survey control is available for this station.
 HQ0272
 HQ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB358739(NAD 83)
 HQ0272_MARKER: DB = BENCH MARK DISK
 HQ0272_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0272_SP_SET: OUTCROP
 HQ0272_STAMPING: A 337 1952
 HQ0272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0272+STABILITY: POSITION/ELEVATION WELL
 HQ0272
 HQ0272  HISTORY     - Date     Condition        Report By
 HQ0272  HISTORY     - 1952     MONUMENTED       CGS
 HQ0272  HISTORY     - 1968     GOOD             NGS
 HQ0272
 HQ0272                          STATION DESCRIPTION
 HQ0272
 HQ0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0272'17.9 MI SE FROM TONOPAH TEST RANGE.
 HQ0272'8.2 MILES SOUTH ALONG AN ASPHALT ROAD FROM POINT ABLE AT TONOPAH
 HQ0272'TEST RANGE, THENCE 2.4 MILES EAST ALONG A GRAVELED ROAD, THENCE
 HQ0272'3.65 MILES EAST SOUTHEAST ALONG A TRACK ROAD, THENCE 3.65 MILES
 HQ0272'SOUTHEAST ALONG A DIM TRACK ROAD, AT MELLAN, AT THE JUNCTION OF A
 HQ0272'TRACK ROAD NORTH, ALONG THE EAST SIDE OF THE BASE OF A LARGE
 HQ0272'GRANITE KNOLL, IN THE TOP OF A GRANITE OUTCROP WHICH PROJECTS
 HQ0272'ABOUT 1 1/2 FEET ABOVE THE GROUND, 62 1/2 FEET WEST OF THE CENTER
 HQ0272'LINE OF THE ROAD, 88 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION,
 HQ0272'AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0551 ***********************************************************************
 HQ0551  DESIGNATION -  A 338
 HQ0551  PID         -  HQ0551
 HQ0551  STATE/COUNTY-  NV/NYE
 HQ0551  USGS QUAD   -  RHYOLITE KNOB (1987)
 HQ0551
 HQ0551                         *CURRENT SURVEY CONTROL
 HQ0551  ___________________________________________________________________
 HQ0551* NAD 83(1986)-  37 44 13.     (N)    116 08 35.     (W)     SCALED    
 HQ0551* NAVD 88     -      1723.871  (meters)    5655.73   (feet)  ADJUSTED  
 HQ0551  ___________________________________________________________________
 HQ0551  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 HQ0551  DYNAMIC HT  -        1721.884 (meters)    5649.21  (feet)  COMP
 HQ0551  MODELED GRAV-     979,416.7   (mgal)                       NAVD 88
 HQ0551
 HQ0551  VERT ORDER  -  SECOND    CLASS 0
 HQ0551
 HQ0551.The horizontal coordinates were scaled from a topographic map and have
 HQ0551.an estimated accuracy of +/- 6 seconds.
 HQ0551
 HQ0551.The orthometric height was determined by differential leveling
 HQ0551.and adjusted by the National Geodetic Survey in June 1991..
 HQ0551
 HQ0551.The geoid height was determined by GEOID03.
 HQ0551
 HQ0551.The dynamic height is computed by dividing the NAVD 88
 HQ0551.geopotential number by the normal gravity value computed on the
 HQ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0551.degrees latitude (g = 980.6199 gals.).
 HQ0551
 HQ0551.The modeled gravity was interpolated from observed gravity values.
 HQ0551
 HQ0551;                    North         East    Units  Estimated Accuracy
 HQ0551;SPC NV C     - 6,331,540.      546,150.      MT  (+/- 180 meters Scaled)
 HQ0551
 HQ0551                          SUPERSEDED SURVEY CONTROL
 HQ0551
 HQ0551  NGVD 29 (??/??/92) 1722.75   (m)         5652.1    (f) COMPUTED    2 0
 HQ0551
 HQ0551.Superseded values are not recommended for survey control.
 HQ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0551.See file dsdata.txt to determine how the superseded data were derived.
 HQ0551
 HQ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB755769(NAD 83)
 HQ0551_MARKER: DB = BENCH MARK DISK
 HQ0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0551_STAMPING: A 338 1952
 HQ0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0551+STABILITY: SURFACE MOTION
 HQ0551
 HQ0551  HISTORY     - Date     Condition        Report By
 HQ0551  HISTORY     - 1952     MONUMENTED       CGS
 HQ0551
 HQ0551                          STATION DESCRIPTION
 HQ0551
 HQ0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0551'1.4 MI SW FROM REED.
 HQ0551'1.4 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0551'AT REED, 68 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3
 HQ0551'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0551'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1242 ***********************************************************************
 KR1242  DESIGNATION -  A 339
 KR1242  PID         -  KR1242
 KR1242  STATE/COUNTY-  NV/STOREY
 KR1242  USGS QUAD   -  VISTA (1982)
 KR1242
 KR1242                         *CURRENT SURVEY CONTROL
 KR1242  ___________________________________________________________________
 KR1242* NAD 83(1986)-  39 30 59.     (N)    119 41 02.     (W)     SCALED    
 KR1242* NAVD 88     -      1340.612  (meters)    4398.32   (feet)  ADJUSTED  
 KR1242  ___________________________________________________________________
 KR1242  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KR1242  DYNAMIC HT  -        1339.412 (meters)    4394.39  (feet)  COMP
 KR1242  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 KR1242
 KR1242  VERT ORDER  -  FIRST     CLASS I
 KR1242
 KR1242.The horizontal coordinates were scaled from a topographic map and have
 KR1242.an estimated accuracy of +/- 6 seconds.
 KR1242
 KR1242.The orthometric height was determined by differential leveling
 KR1242.and adjusted by the National Geodetic Survey in June 1991..
 KR1242.WARNING-Repeat measurements at this control monument indicate possible
 KR1242.vertical movement.
 KR1242
 KR1242.The geoid height was determined by GEOID03.
 KR1242
 KR1242.The dynamic height is computed by dividing the NAVD 88
 KR1242.geopotential number by the normal gravity value computed on the
 KR1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1242.degrees latitude (g = 980.6199 gals.).
 KR1242
 KR1242.The modeled gravity was interpolated from observed gravity values.
 KR1242
 KR1242;                    North         East    Units  Estimated Accuracy
 KR1242;SPC NV W     - 4,529,500.      705,370.      MT  (+/- 180 meters Scaled)
 KR1242
 KR1242                          SUPERSEDED SURVEY CONTROL
 KR1242
 KR1242  NGVD 29 (??/??/92) 1339.572  (m)         4394.91   (f) ADJ UNCH    1 1
 KR1242
 KR1242.Superseded values are not recommended for survey control.
 KR1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1242.See file dsdata.txt to determine how the superseded data were derived.
 KR1242
 KR1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD692775(NAD 83)
 KR1242_MARKER: DB = BENCH MARK DISK
 KR1242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1242_SP_SET: ABUTMENT
 KR1242_STAMPING: A 339 1953
 KR1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1242
 KR1242  HISTORY     - Date     Condition        Report By
 KR1242  HISTORY     - 1953     MONUMENTED       CGS
 KR1242  HISTORY     - 1969     GOOD             NGS
 KR1242
 KR1242                          STATION DESCRIPTION
 KR1242
 KR1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1242'3.25 MI E FROM SPARKS.
 KR1242'3.25 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1242'MCCARRAN BOULEVARD OVERPASS AT SPARKS, 1-3/4 POLES SOUTHEAST OF
 KR1242'MILEPOLE 250, IN THE TOP AND 1.5 FEET SOUTHWEST OF THE NORTHEAST END
 KR1242'OF THE SOUTHEAST CONCRETE ABUTMENT OF CONCRETE BRIDGE 250.07, 6.9 FEET
 KR1242'NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 KR1242'TRACK.  SEC 13, T 19N, R 20E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0131 ***********************************************************************
 JP0131  DESIGNATION -  A 34
 JP0131  PID         -  JP0131
 JP0131  STATE/COUNTY-  NV/NYE
 JP0131  USGS QUAD   -  THE WALL (1968)
 JP0131
 JP0131                         *CURRENT SURVEY CONTROL
 JP0131  ___________________________________________________________________
 JP0131* NAD 83(1986)-  38 29 57.     (N)    115 55 17.     (W)     SCALED    
 JP0131* NAVD 88     -      1886.967  (meters)    6190.82   (feet)  ADJUSTED  
 JP0131  ___________________________________________________________________
 JP0131  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 JP0131  DYNAMIC HT  -        1884.885 (meters)    6183.99  (feet)  COMP
 JP0131  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 JP0131
 JP0131  VERT ORDER  -  FIRST     CLASS II
 JP0131
 JP0131.The horizontal coordinates were scaled from a topographic map and have
 JP0131.an estimated accuracy of +/- 6 seconds.
 JP0131
 JP0131.The orthometric height was determined by differential leveling
 JP0131.and adjusted by the National Geodetic Survey in June 1991..
 JP0131.WARNING-Repeat measurements at this control monument indicate possible
 JP0131.vertical movement.
 JP0131
 JP0131.The geoid height was determined by GEOID03.
 JP0131
 JP0131.The dynamic height is computed by dividing the NAVD 88
 JP0131.geopotential number by the normal gravity value computed on the
 JP0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0131.degrees latitude (g = 980.6199 gals.).
 JP0131
 JP0131.The modeled gravity was interpolated from observed gravity values.
 JP0131
 JP0131;                    North         East    Units  Estimated Accuracy
 JP0131;SPC NV C     - 6,416,270.      565,010.      MT  (+/- 180 meters Scaled)
 JP0131
 JP0131                          SUPERSEDED SURVEY CONTROL
 JP0131
 JP0131  NGVD 29 (??/??/92) 1885.781  (m)         6186.93   (f) ADJ UNCH    1 2
 JP0131
 JP0131.Superseded values are not recommended for survey control.
 JP0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0131.See file dsdata.txt to determine how the superseded data were derived.
 JP0131
 JP0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC940617(NAD 83)
 JP0131_MARKER: DB = BENCH MARK DISK
 JP0131_SETTING: 66 = SET IN ROCK OUTCROP
 JP0131_SP_SET: BASALT OUTCROP
 JP0131_STAMPING: 6186.935 A34 1933
 JP0131_MARK LOGO: CGS   
 JP0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0131+STABILITY: POSITION/ELEVATION WELL
 JP0131
 JP0131  HISTORY     - Date     Condition        Report By
 JP0131  HISTORY     - 1933     MONUMENTED       CGS
 JP0131  HISTORY     - 1969     GOOD             USGS
 JP0131  HISTORY     - 1984     GOOD             NGS
 JP0131
 JP0131                          STATION DESCRIPTION
 JP0131
 JP0131'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JP0131'39.0 MI NE FROM WARM SPRINGS.
 JP0131'ABOUT 39.0 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM WARM SPRINGS, NYE
 JP0131'COUNTY, 3.9 MILES NORTHEAST OF LARGE CINDER PIT, 0.4 MILES SOUTHWEST
 JP0131'OF A SUMMIT IN THE PANCAKE RANGE, ABOUT 225 FEET NORTHWEST OF THE
 JP0131'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A BASALT OUTCROP. A
 JP0131'STANDARD DISK STAMPED, 6186.935 A34 1933.
 JP0131
 JP0131                          STATION RECOVERY (1984)
 JP0131
 JP0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JP0131'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JP0131'58.5 KM (36.55 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0131'STATE HIGHWAY 375 AT WARM SPRINGS, IN TOP OF THE NORTHEAST END OF A 1
 JP0131'BY 6 FOOT PORTION OF OUTCROP PROJECTING 6 INCHES ABOVE THE SURFACE OF
 JP0131'THE GROUND, 0.75 KM (0.45 MI) NORTHEAST OF MILEPOST 87, 64.5 METERS
 JP0131'(211.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE.
 JP0131'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 JP0131'THE MARK IS 4.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0691 ***********************************************************************
 KR0691  DESIGNATION -  A 340
 KR0691  PID         -  KR0691
 KR0691  STATE/COUNTY-  NV/WASHOE
 KR0691  USGS QUAD   -  WADSWORTH (1985)
 KR0691
 KR0691                         *CURRENT SURVEY CONTROL
 KR0691  ___________________________________________________________________
 KR0691* NAD 83(1986)-  39 38 01.     (N)    119 17 28.     (W)     SCALED    
 KR0691* NAVD 88     -      1248.088  (meters)    4094.77   (feet)  ADJUSTED  
 KR0691  ___________________________________________________________________
 KR0691  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR0691  DYNAMIC HT  -        1247.010 (meters)    4091.23  (feet)  COMP
 KR0691  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 KR0691
 KR0691  VERT ORDER  -  FIRST     CLASS II
 KR0691
 KR0691.The horizontal coordinates were scaled from a topographic map and have
 KR0691.an estimated accuracy of +/- 6 seconds.
 KR0691
 KR0691.The orthometric height was determined by differential leveling
 KR0691.and adjusted by the National Geodetic Survey in June 1991..
 KR0691
 KR0691.The geoid height was determined by GEOID03.
 KR0691
 KR0691.The dynamic height is computed by dividing the NAVD 88
 KR0691.geopotential number by the normal gravity value computed on the
 KR0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0691.degrees latitude (g = 980.6199 gals.).
 KR0691
 KR0691.The modeled gravity was interpolated from observed gravity values.
 KR0691
 KR0691;                    North         East    Units  Estimated Accuracy
 KR0691;SPC NV W     - 4,542,180.      739,240.      MT  (+/- 180 meters Scaled)
 KR0691
 KR0691                          SUPERSEDED SURVEY CONTROL
 KR0691
 KR0691  NGVD 29 (??/??/92) 1247.109  (m)         4091.56   (f) ADJ UNCH    1 2
 KR0691
 KR0691.Superseded values are not recommended for survey control.
 KR0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0691.See file dsdata.txt to determine how the superseded data were derived.
 KR0691
 KR0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD033896(NAD 83)
 KR0691_MARKER: DB = BENCH MARK DISK
 KR0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0691_STAMPING: A 340 1953
 KR0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0691+STABILITY: SURFACE MOTION
 KR0691
 KR0691  HISTORY     - Date     Condition        Report By
 KR0691  HISTORY     - 1953     MONUMENTED       CGS
 KR0691  HISTORY     - 1962     MARK NOT FOUND   NGS
 KR0691  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0691
 KR0691                          STATION DESCRIPTION
 KR0691
 KR0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0691'IN WADSWORTH.
 KR0691'AT WADSWORTH, AT THE WADSWORTH AIRPORT, AT THE NORTHEAST END OF THE
 KR0691'LANDING STRIP, 75 FEET NORTHWEST OF THE CENTER LINE OF THE STRIP, 43
 KR0691'1/2 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 34, 14 FEET
 KR0691'SOUTHEAST OF THE APPROXIMATE CENTER OF A NORTHEAST-SOUTHWEST DITCH
 KR0691'ALONG THE NORTHWEST SIDE OF THE STRIP, 2.5 FEET SOUTH OF A WITNESS
 KR0691'POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 KR0691'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KR0691
 KR0691                          STATION RECOVERY (1962)
 KR0691
 KR0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KR0691'MARK NOT FOUND.
 KR0691
 KR0691                          STATION RECOVERY (1986)
 KR0691
 KR0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0691'NOT RECOVERED.  THE AIRPORT IS GONE AND THE DESCRIBED AREA IS NOW IN A
 KR0691'HOUSING AREA.  BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0441 ***********************************************************************
 KR0441  DESIGNATION -  A 341
 KR0441  PID         -  KR0441
 KR0441  STATE/COUNTY-  NV/CHURCHILL
 KR0441  USGS QUAD   -  UPSAL HOGBACK (1985)
 KR0441
 KR0441                         *CURRENT SURVEY CONTROL
 KR0441  ___________________________________________________________________
 KR0441* NAD 83(1986)-  39 41 56.     (N)    118 48 28.     (W)     SCALED    
 KR0441* NAVD 88     -      1190.25   (+/-2cm)    3905.0    (feet)  VERTCON   
 KR0441  ___________________________________________________________________
 KR0441  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KR0441
 KR0441  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0441
 KR0441.The horizontal coordinates were scaled from a topographic map and have
 KR0441.an estimated accuracy of +/- 6 seconds.
 KR0441
 KR0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0441.The vertical order pertains to the NGVD 29 superseded value.
 KR0441
 KR0441.The geoid height was determined by GEOID03.
 KR0441
 KR0441;                    North         East    Units  Estimated Accuracy
 KR0441;SPC NV W     - 4,549,210.      780,750.      MT  (+/- 180 meters Scaled)
 KR0441
 KR0441                          SUPERSEDED SURVEY CONTROL
 KR0441
 KR0441  NGVD 29 (??/??/92) 1189.328  (m)         3901.99   (f) ADJ UNCH    1 2
 KR0441
 KR0441.Superseded values are not recommended for survey control.
 KR0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0441.See file dsdata.txt to determine how the superseded data were derived.
 KR0441
 KR0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD450959(NAD 83)
 KR0441_MARKER: DB = BENCH MARK DISK
 KR0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0441_SP_SET: ABUTMENT
 KR0441_STAMPING: A 341 1953
 KR0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0441
 KR0441  HISTORY     - Date     Condition        Report By
 KR0441  HISTORY     - 1953     MONUMENTED       CGS
 KR0441
 KR0441                          STATION DESCRIPTION
 KR0441
 KR0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0441'8.0 MI S FROM PARRAN.
 KR0441'8.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0441'WATER TANK AT PARRAN, AT WOODEN BRIDGE 303.97, IN THE TOP OF THE
 KR0441'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT, 7.4 FEET NORTHWEST
 KR0441'OF THE NORTHWEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE
 KR0441'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0127 ***********************************************************************
 LS0127  DESIGNATION -  A 342
 LS0127  PID         -  LS0127
 LS0127  STATE/COUNTY-  NV/PERSHING
 LS0127  USGS QUAD   -  OREANA (1987)
 LS0127
 LS0127                         *CURRENT SURVEY CONTROL
 LS0127  ___________________________________________________________________
 LS0127* NAD 83(1986)-  40 19 34.     (N)    118 19 47.     (W)     SCALED    
 LS0127* NAVD 88     -      1266.339  (meters)    4154.65   (feet)  ADJUSTED  
 LS0127  ___________________________________________________________________
 LS0127  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 LS0127  DYNAMIC HT  -        1265.325 (meters)    4151.32  (feet)  COMP
 LS0127  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 LS0127
 LS0127  VERT ORDER  -  FIRST     CLASS II
 LS0127
 LS0127.The horizontal coordinates were scaled from a topographic map and have
 LS0127.an estimated accuracy of +/- 6 seconds.
 LS0127
 LS0127.The orthometric height was determined by differential leveling
 LS0127.and adjusted by the National Geodetic Survey in June 1991..
 LS0127
 LS0127.The geoid height was determined by GEOID03.
 LS0127
 LS0127.The dynamic height is computed by dividing the NAVD 88
 LS0127.geopotential number by the normal gravity value computed on the
 LS0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0127.degrees latitude (g = 980.6199 gals.).
 LS0127
 LS0127.The modeled gravity was interpolated from observed gravity values.
 LS0127
 LS0127;                    North         East    Units  Estimated Accuracy
 LS0127;SPC NV W     - 4,618,850.      821,550.      MT  (+/- 180 meters Scaled)
 LS0127
 LS0127                          SUPERSEDED SURVEY CONTROL
 LS0127
 LS0127  NGVD 29 (??/??/92) 1265.35   (m)         4151.4    (f) COMPUTED    1 2
 LS0127
 LS0127.Superseded values are not recommended for survey control.
 LS0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0127.See file dsdata.txt to determine how the superseded data were derived.
 LS0127
 LS0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE870648(NAD 83)
 LS0127_MARKER: DB = BENCH MARK DISK
 LS0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0127_STAMPING: A 342 1953
 LS0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0127+STABILITY: SURFACE MOTION
 LS0127
 LS0127  HISTORY     - Date     Condition        Report By
 LS0127  HISTORY     - 1953     MONUMENTED       CGS
 LS0127
 LS0127                          STATION DESCRIPTION
 LS0127
 LS0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0127'0.7 MI SW FROM OREANA.
 LS0127'0.7 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LS0127'THE SIDING SIGN AT OREANA, 18 FEET SOUTHEAST OF THE SIXTH POLE
 LS0127'NORTHEAST OF MILEPOLE 357, AT THE NORTHEAST END OF A DEEP FILL, 48.5
 LS0127'FEET WEST OF THE WEST CORNER OF THE CONCRETE BASE OF SEMAPHORE 3573,
 LS0127'42.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 2.6 FEET
 LS0127'SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND
 LS0127'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 LS0127'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0020 ***********************************************************************
 LS0020  DESIGNATION -  A 343
 LS0020  PID         -  LS0020
 LS0020  STATE/COUNTY-  NV/PERSHING
 LS0020  USGS QUAD   -  IMLAY (1987)
 LS0020
 LS0020                         *CURRENT SURVEY CONTROL
 LS0020  ___________________________________________________________________
 LS0020* NAD 83(1986)-  40 40 06.     (N)    118 07 43.     (W)     SCALED    
 LS0020* NAVD 88     -      1278.671  (meters)    4195.11   (feet)  ADJUSTED  
 LS0020  ___________________________________________________________________
 LS0020  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 LS0020  DYNAMIC HT  -        1277.672 (meters)    4191.83  (feet)  COMP
 LS0020  MODELED GRAV-     979,799.7   (mgal)                       NAVD 88
 LS0020
 LS0020  VERT ORDER  -  FIRST     CLASS II
 LS0020
 LS0020.The horizontal coordinates were scaled from a topographic map and have
 LS0020.an estimated accuracy of +/- 6 seconds.
 LS0020
 LS0020.The orthometric height was determined by differential leveling
 LS0020.and adjusted by the National Geodetic Survey in June 1991..
 LS0020
 LS0020.The geoid height was determined by GEOID03.
 LS0020
 LS0020.The dynamic height is computed by dividing the NAVD 88
 LS0020.geopotential number by the normal gravity value computed on the
 LS0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0020.degrees latitude (g = 980.6199 gals.).
 LS0020
 LS0020.The modeled gravity was interpolated from observed gravity values.
 LS0020
 LS0020;                    North         East    Units  Estimated Accuracy
 LS0020;SPC NV W     - 4,656,920.      838,450.      MT  (+/- 180 meters Scaled)
 LS0020
 LS0020                          SUPERSEDED SURVEY CONTROL
 LS0020
 LS0020  NGVD 29 (??/??/92) 1277.68   (m)         4191.9    (f) COMPUTED    1 2
 LS0020
 LS0020.Superseded values are not recommended for survey control.
 LS0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0020.See file dsdata.txt to determine how the superseded data were derived.
 LS0020
 LS0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF046025(NAD 83)
 LS0020_MARKER: DB = BENCH MARK DISK
 LS0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0020_STAMPING: A 343 1953
 LS0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0020+STABILITY: SURFACE MOTION
 LS0020
 LS0020  HISTORY     - Date     Condition        Report By
 LS0020  HISTORY     - 1953     MONUMENTED       CGS
 LS0020
 LS0020                          STATION DESCRIPTION
 LS0020
 LS0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0020'1.1 MI E FROM IMLAY.
 LS0020'1.1 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0020'STATION AT IMLAY, AT THE CROSSING OF A DIRT ROAD, 16 POLES EAST OF
 LS0020'MILEPOLE 385, 242.5 FEET SOUTHEAST OF A HANDSWITCH, 183.0 FEET SOUTH
 LS0020'OF THE SOUTH RAIL, 18.3 FEET WEST OF THE WEST END OF A BOARD GATE IN A
 LS0020'FENCE, 1.4 FEET NORTH OF THE FENCE, 1.9 FEET EAST OF A WITNESS POST,
 LS0020'ABOUT LEVEL WITH THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 LS0020'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0521 ***********************************************************************
 LR0521  DESIGNATION -  A 344
 LR0521  PID         -  LR0521
 LR0521  STATE/COUNTY-  NV/HUMBOLDT
 LR0521  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0521
 LR0521                         *CURRENT SURVEY CONTROL
 LR0521  ___________________________________________________________________
 LR0521* NAD 83(1986)-  40 54 32.     (N)    117 49 53.     (W)     SCALED    
 LR0521* NAVD 88     -      1309.774  (meters)    4297.15   (feet)  POSTED    
 LR0521  ___________________________________________________________________
 LR0521  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 LR0521  DYNAMIC HT  -        1308.780 (meters)    4293.89  (feet)  COMP
 LR0521  MODELED GRAV-     979,816.9   (mgal)                       NAVD 88
 LR0521
 LR0521  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 LR0521
 LR0521.The horizontal coordinates were scaled from a topographic map and have
 LR0521.an estimated accuracy of +/- 6 seconds.
 LR0521
 LR0521.The orthometric height was determined by differential leveling
 LR0521.and adjusted by the National Geodetic Survey in 1992..
 LR0521.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 LR0521.rate of 4.1 thru 8.0 mm/km.
 LR0521
 LR0521.The geoid height was determined by GEOID03.
 LR0521
 LR0521.The dynamic height is computed by dividing the NAVD 88
 LR0521.geopotential number by the normal gravity value computed on the
 LR0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0521.degrees latitude (g = 980.6199 gals.).
 LR0521
 LR0521.The modeled gravity was interpolated from observed gravity values.
 LR0521
 LR0521;                    North         East    Units  Estimated Accuracy
 LR0521;SPC NV W     - 4,683,800.      863,350.      MT  (+/- 180 meters Scaled)
 LR0521
 LR0521                          SUPERSEDED SURVEY CONTROL
 LR0521
 LR0521  NGVD 29 (??/??/92) 1308.75   (m)         4293.8    (f) COMPUTED    1 2
 LR0521
 LR0521.Superseded values are not recommended for survey control.
 LR0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0521.See file dsdata.txt to determine how the superseded data were derived.
 LR0521
 LR0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF299289(NAD 83)
 LR0521_MARKER: DB = BENCH MARK DISK
 LR0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0521_STAMPING: A 344 1953
 LR0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0521+STABILITY: SURFACE MOTION
 LR0521
 LR0521  HISTORY     - Date     Condition        Report By
 LR0521  HISTORY     - 1953     MONUMENTED       CGS
 LR0521
 LR0521                          STATION DESCRIPTION
 LR0521
 LR0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0521'3.6 MI NE FROM ROSE CREEK.
 LR0521'3.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0521'THE SIDING SIGN AT ROSE CREEK, 135 1/2 FEET NORTHWEST OF THE 10TH.
 LR0521'POLE NORTHEAST OF MILEPOLE 410, 222.4 FEET WEST OF THE WEST CORNER OF
 LR0521'THE CONCRETE BASE OF SEMAPHORE 4103, 195.8 FEET NORTHWEST OF THE
 LR0521'NORTHWEST RAIL, 1.6 FEET SOUTHEAST OF A FENCE, 1.8 FEET NORTHEAST OF A
 LR0521'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 LR0521'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0553 ***********************************************************************
 LR0553  DESIGNATION -  A 345
 LR0553  PID         -  LR0553
 LR0553  STATE/COUNTY-  NV/HUMBOLDT
 LR0553  USGS QUAD   -  POLE CREEK (1983)
 LR0553
 LR0553                         *CURRENT SURVEY CONTROL
 LR0553  ___________________________________________________________________
 LR0553* NAD 83(1986)-  40 58 14.     (N)    117 30 30.     (W)     SCALED    
 LR0553* NAVD 88     -      1331.261  (meters)    4367.65   (feet)  ADJUSTED  
 LR0553  ___________________________________________________________________
 LR0553  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 LR0553  DYNAMIC HT  -        1330.259 (meters)    4364.36  (feet)  COMP
 LR0553  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 LR0553
 LR0553  VERT ORDER  -  FIRST     CLASS II
 LR0553
 LR0553.The horizontal coordinates were scaled from a topographic map and have
 LR0553.an estimated accuracy of +/- 6 seconds.
 LR0553
 LR0553.The orthometric height was determined by differential leveling
 LR0553.and adjusted by the National Geodetic Survey in June 1991..
 LR0553
 LR0553.The geoid height was determined by GEOID03.
 LR0553
 LR0553.The dynamic height is computed by dividing the NAVD 88
 LR0553.geopotential number by the normal gravity value computed on the
 LR0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0553.degrees latitude (g = 980.6199 gals.).
 LR0553
 LR0553.The modeled gravity was interpolated from observed gravity values.
 LR0553
 LR0553;                    North         East    Units  Estimated Accuracy
 LR0553;SPC NV W     - 4,690,930.      890,480.      MT  (+/- 180 meters Scaled)
 LR0553
 LR0553                          SUPERSEDED SURVEY CONTROL
 LR0553
 LR0553  NGVD 29 (??/??/92) 1330.242  (m)         4364.30   (f) ADJ UNCH    1 2
 LR0553
 LR0553.Superseded values are not recommended for survey control.
 LR0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0553.See file dsdata.txt to determine how the superseded data were derived.
 LR0553
 LR0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF572356(NAD 83)
 LR0553_MARKER: DB = BENCH MARK DISK
 LR0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0553_SP_SET: ABUTMENT
 LR0553_STAMPING: A 345 1953
 LR0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0553
 LR0553  HISTORY     - Date     Condition        Report By
 LR0553  HISTORY     - 1953     MONUMENTED       CGS
 LR0553
 LR0553                          STATION DESCRIPTION
 LR0553
 LR0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0553'1.4 MI NW FROM GOLCONDA.
 LR0553'1.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0553'THE STATION AT GOLCONDA, AT CONCRETE BRIDGE 432.56, IN THE TOP OF THE
 LR0553'SOUTHWEST END OF THE NORTHWEST ABUTMENT, 6.9 FEET SOUTHWEST OF THE
 LR0553'SOUTHWEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0297 ***********************************************************************
 LR0297  DESIGNATION -  A 346
 LR0297  PID         -  LR0297
 LR0297  STATE/COUNTY-  NV/HUMBOLDT
 LR0297  USGS QUAD   -  VALMY (1981)
 LR0297
 LR0297                         *CURRENT SURVEY CONTROL
 LR0297  ___________________________________________________________________
 LR0297* NAD 83(1986)-  40 52 28.     (N)    117 12 26.     (W)     SCALED    
 LR0297* NAVD 88     -      1346.537  (meters)    4417.76   (feet)  ADJUSTED  
 LR0297  ___________________________________________________________________
 LR0297  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 LR0297  DYNAMIC HT  -        1345.510 (meters)    4414.39  (feet)  COMP
 LR0297  MODELED GRAV-     979,814.6   (mgal)                       NAVD 88
 LR0297
 LR0297  VERT ORDER  -  FIRST     CLASS II
 LR0297
 LR0297.The horizontal coordinates were scaled from a topographic map and have
 LR0297.an estimated accuracy of +/- 6 seconds.
 LR0297
 LR0297.The orthometric height was determined by differential leveling
 LR0297.and adjusted by the National Geodetic Survey in June 1991..
 LR0297
 LR0297.The geoid height was determined by GEOID03.
 LR0297
 LR0297.The dynamic height is computed by dividing the NAVD 88
 LR0297.geopotential number by the normal gravity value computed on the
 LR0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0297.degrees latitude (g = 980.6199 gals.).
 LR0297
 LR0297.The modeled gravity was interpolated from observed gravity values.
 LR0297
 LR0297;                    North         East    Units  Estimated Accuracy
 LR0297;SPC NV W     - 4,680,620.      915,990.      MT  (+/- 180 meters Scaled)
 LR0297
 LR0297                          SUPERSEDED SURVEY CONTROL
 LR0297
 LR0297  NGVD 29 (??/??/92) 1345.519  (m)         4414.42   (f) ADJ UNCH    1 2
 LR0297
 LR0297.Superseded values are not recommended for survey control.
 LR0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0297.See file dsdata.txt to determine how the superseded data were derived.
 LR0297
 LR0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF825248(NAD 83)
 LR0297_MARKER: DB = BENCH MARK DISK
 LR0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LR0297_SP_SET: CULVERT
 LR0297_STAMPING: A 346 1953
 LR0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0297
 LR0297  HISTORY     - Date     Condition        Report By
 LR0297  HISTORY     - 1953     MONUMENTED       CGS
 LR0297  HISTORY     - 1964     MARK NOT FOUND   USGS
 LR0297
 LR0297                          STATION DESCRIPTION
 LR0297
 LR0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0297'7.0 MI NW FROM VALMY.
 LR0297'7.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0297'THE WATER TANK AT VALMY, 6.2 MILES SOUTHEAST OF IRON POINT, 0.3 MILE
 LR0297'(11-2/3 POLES) SOUTHEAST OF MILEPOLE 454, AT 36-INCH CAST IRON PIPE
 LR0297'CULVERT 454.32, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 LR0297'CONCRETE HEAD WALL, 9.3 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 LR0297'ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.
 LR0297
 LR0297                          STATION RECOVERY (1964)
 LR0297
 LR0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LR0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0216 ***********************************************************************
 MT0216  DESIGNATION -  A 347
 MT0216  PID         -  MT0216
 MT0216  STATE/COUNTY-  NV/ELKO
 MT0216  USGS QUAD   -  HOLBORN (1968)
 MT0216
 MT0216                         *CURRENT SURVEY CONTROL
 MT0216  ___________________________________________________________________
 MT0216* NAD 83(1986)-  41 11 51.     (N)    114 40 11.     (W)     SCALED    
 MT0216* NAVD 88     -      1873.052  (meters)    6145.17   (feet)  ADJUSTED  
 MT0216  ___________________________________________________________________
 MT0216  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 MT0216  DYNAMIC HT  -        1871.468 (meters)    6139.97  (feet)  COMP
 MT0216  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 MT0216
 MT0216  VERT ORDER  -  FIRST     CLASS II
 MT0216
 MT0216.The horizontal coordinates were scaled from a topographic map and have
 MT0216.an estimated accuracy of +/- 6 seconds.
 MT0216
 MT0216.The orthometric height was determined by differential leveling
 MT0216.and adjusted by the National Geodetic Survey in June 1991..
 MT0216.WARNING-Repeat measurements at this control monument indicate possible
 MT0216.vertical movement.
 MT0216
 MT0216.The geoid height was determined by GEOID03.
 MT0216
 MT0216.The dynamic height is computed by dividing the NAVD 88
 MT0216.geopotential number by the normal gravity value computed on the
 MT0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0216.degrees latitude (g = 980.6199 gals.).
 MT0216
 MT0216.The modeled gravity was interpolated from observed gravity values.
 MT0216
 MT0216;                    North         East    Units  Estimated Accuracy
 MT0216;SPC NV E     - 8,715,980.      276,630.      MT  (+/- 180 meters Scaled)
 MT0216
 MT0216                          SUPERSEDED SURVEY CONTROL
 MT0216
 MT0216  NGVD 29 (??/??/92) 1871.819  (m)         6141.13   (f) ADJ UNCH    1 2
 MT0216
 MT0216.Superseded values are not recommended for survey control.
 MT0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0216.See file dsdata.txt to determine how the superseded data were derived.
 MT0216
 MT0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF954633(NAD 83)
 MT0216_MARKER: DB = BENCH MARK DISK
 MT0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0216_STAMPING: A 347 1953
 MT0216_MARK LOGO: CGS   
 MT0216_PROJECTION: PROJECTING 10 CENTIMETERS
 MT0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0216+STABILITY: SURFACE MOTION
 MT0216
 MT0216  HISTORY     - Date     Condition        Report By
 MT0216  HISTORY     - 1953     MONUMENTED       CGS
 MT0216  HISTORY     - 1984     GOOD             NGS
 MT0216
 MT0216                          STATION DESCRIPTION
 MT0216
 MT0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0216'0.8 MI W FROM FENELON.
 MT0216'0.8 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 MT0216'STATION AT FENELON, 169 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM
 MT0216'MILEPOLE 627, 8 1/4 RAILS NORTHEAST OF SEMAPHORES 6269 AND P 6270,
 MT0216'6-3/4 RAILS NORTHEAST OF THE SOUTHWEST END OF A SIDE TRACK, 90.8 FEET
 MT0216'SOUTHEAST OF THE SOUTHEAST RAIL, 49 FEET EAST OF A TELEPHONE POLE, 1.3
 MT0216'FEET NORTH OF A FENCE, 2.3 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3
 MT0216'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MT0216'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MT0216
 MT0216                          STATION RECOVERY (1984)
 MT0216
 MT0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0216'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.45 KM
 MT0216'(8.45 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE OVER US
 MT0216'HIGHWAY 93 AT WELLS, THENCE 0.15 KM (0.1 MI) NORTH ALONG MOOR SUMMIT
 MT0216'ROAD, THENCE 16.1 KM (10.05 MI) NORTHEAST ALONG MOOR-COBRE ROAD,
 MT0216'THENCE 0.15 KM (0.1 MI) NORTHWEST ALONG A TRACK ROAD, 14.6 METERS
 MT0216'(48 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 51.5 METERS (169 FT)
 MT0216'SOUTHEAST ACROSS THE SOUTHERN PACIFIC RAILROAD FROM ITS MILEPOLE 627,
 MT0216'27.7 METERS (91 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 14.9 METERS
 MT0216'(49 FT) NORTHEAST OF A TELEGRAPH POLE AND 0.5 METER (1.5 FT) NORTHWEST
 MT0216'OF THE RIGHT OF WAY FENCE.
 MT0216'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 MT0216'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0118 ***********************************************************************
 MT0118  DESIGNATION -  A 348
 MT0118  PID         -  MT0118
 MT0118  STATE/COUNTY-  NV/ELKO
 MT0118  USGS QUAD   -  LORAY (1982)
 MT0118
 MT0118                         *CURRENT SURVEY CONTROL
 MT0118  ___________________________________________________________________
 MT0118* NAD 83(1986)-  41 12 11.     (N)    114 16 24.     (W)     SCALED    
 MT0118* NAVD 88     -      1587.527  (meters)    5208.41   (feet)  ADJUSTED  
 MT0118  ___________________________________________________________________
 MT0118  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 MT0118  DYNAMIC HT  -        1586.283 (meters)    5204.33  (feet)  COMP
 MT0118  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 MT0118
 MT0118  VERT ORDER  -  FIRST     CLASS II
 MT0118
 MT0118.The horizontal coordinates were scaled from a topographic map and have
 MT0118.an estimated accuracy of +/- 6 seconds.
 MT0118
 MT0118.The orthometric height was determined by differential leveling
 MT0118.and adjusted by the National Geodetic Survey in June 1991..
 MT0118
 MT0118.The geoid height was determined by GEOID03.
 MT0118
 MT0118.The dynamic height is computed by dividing the NAVD 88
 MT0118.geopotential number by the normal gravity value computed on the
 MT0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0118.degrees latitude (g = 980.6199 gals.).
 MT0118
 MT0118.The modeled gravity was interpolated from observed gravity values.
 MT0118
 MT0118;                    North         East    Units  Estimated Accuracy
 MT0118;SPC NV E     - 8,717,020.      309,870.      MT  (+/- 180 meters Scaled)
 MT0118
 MT0118                          SUPERSEDED SURVEY CONTROL
 MT0118
 MT0118  NGVD 29 (??/??/92) 1586.420  (m)         5204.78   (f) ADJ UNCH    1 2
 MT0118
 MT0118.Superseded values are not recommended for survey control.
 MT0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0118.See file dsdata.txt to determine how the superseded data were derived.
 MT0118
 MT0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF286648(NAD 83)
 MT0118_MARKER: DB = BENCH MARK DISK
 MT0118_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0118_STAMPING: A 348 1953
 MT0118_MARK LOGO: CGS   
 MT0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0118+STABILITY: SURFACE MOTION
 MT0118
 MT0118  HISTORY     - Date     Condition        Report By
 MT0118  HISTORY     - 1953     MONUMENTED       CGS
 MT0118  HISTORY     - 1984     GOOD             NGS
 MT0118
 MT0118                          STATION DESCRIPTION
 MT0118
 MT0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0118'5.9 MI SW FROM MONTELLO.
 MT0118'5.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0118'THE STATION AT MONTELLO, 5.8 MILES NORTHEAST OF LORAY, AT 24-INCH
 MT0118'CONCRETE PIPE CULVERT 655.95, IN THE TOP OF THE SOUTHWEST END OF THE
 MT0118'NORTHWEST CONCRETE HEAD WALL, 9.1 FEET NORTHWEST OF THE NORTHWEST RAIL
 MT0118'OF THE WEST-BOUND TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 MT0118
 MT0118                          STATION RECOVERY (1984)
 MT0118
 MT0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0118'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.8 KM
 MT0118'(6.1 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MT0118'OFFICE AT MONTELLO, IN TOP OF AND 0.3 METER (1 FT) NORTHEAST OF THE
 MT0118'SOUTHWEST END OF THE NORTHWEST HEADWALL FOR A 24-INCH CONCRETE PIPE
 MT0118'CULVERT 655.95, 2.7 METERS (9 FT) NORTHWEST OF THE NORTHWEST RAIL.
 MT0118'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0186 ***********************************************************************
 JQ0186  DESIGNATION -  A 349
 JQ0186  PID         -  JQ0186
 JQ0186  STATE/COUNTY-  NV/ESMERALDA
 JQ0186  USGS QUAD   -  LONE MOUNTAIN (1987)
 JQ0186
 JQ0186                         *CURRENT SURVEY CONTROL
 JQ0186  ___________________________________________________________________
 JQ0186* NAD 83(1986)-  38 05 17.     (N)    117 23 00.     (W)     SCALED    
 JQ0186* NAVD 88     -      1551.894  (meters)    5091.51   (feet)  ADJUSTED  
 JQ0186  ___________________________________________________________________
 JQ0186  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 JQ0186  DYNAMIC HT  -        1550.206 (meters)    5085.97  (feet)  COMP
 JQ0186  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 JQ0186
 JQ0186  VERT ORDER  -  FIRST     CLASS II
 JQ0186
 JQ0186.The horizontal coordinates were scaled from a topographic map and have
 JQ0186.an estimated accuracy of +/- 6 seconds.
 JQ0186
 JQ0186.The orthometric height was determined by differential leveling
 JQ0186.and adjusted by the National Geodetic Survey in June 1991..
 JQ0186
 JQ0186.The geoid height was determined by GEOID03.
 JQ0186
 JQ0186.The dynamic height is computed by dividing the NAVD 88
 JQ0186.geopotential number by the normal gravity value computed on the
 JQ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0186.degrees latitude (g = 980.6199 gals.).
 JQ0186
 JQ0186.The modeled gravity was interpolated from observed gravity values.
 JQ0186
 JQ0186;                    North         East    Units  Estimated Accuracy
 JQ0186;SPC NV W     - 4,371,060.      905,260.      MT  (+/- 180 meters Scaled)
 JQ0186
 JQ0186                          SUPERSEDED SURVEY CONTROL
 JQ0186
 JQ0186  NGVD 29 (??/??/92) 1550.759  (m)         5087.78   (f) ADJ UNCH    1 2
 JQ0186
 JQ0186.Superseded values are not recommended for survey control.
 JQ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0186.See file dsdata.txt to determine how the superseded data were derived.
 JQ0186
 JQ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC663156(NAD 83)
 JQ0186_MARKER: DB = BENCH MARK DISK
 JQ0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0186_STAMPING: A 349 1953
 JQ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0186+STABILITY: SURFACE MOTION
 JQ0186
 JQ0186  HISTORY     - Date     Condition        Report By
 JQ0186  HISTORY     - 1953     MONUMENTED       CGS
 JQ0186  HISTORY     - 1985     GOOD             USGS
 JQ0186
 JQ0186                          STATION DESCRIPTION
 JQ0186
 JQ0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0186'13.5 MI W FROM TONOPAH.
 JQ0186'2.2 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT TONOPAH,
 JQ0186'THENCE 6.6 MILES SOUTHWEST ALONG THE ABANDONED TONOPAH AND GOLDFIELD
 JQ0186'RAILROAD, THENCE 4.7 MILES NORTHWEST ALONG THE ABANDONED TONOPAH AND
 JQ0186'GOLDFIELD RAILROAD, 2.3 MILES SOUTHEAST OF MAIN LINE JUNCTION, 74 1/2
 JQ0186'FEET SOUTHWEST OF THE CENTER LINE OF THE RAILROAD BED, 2.0 FEET
 JQ0186'NORTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE RAILROAD BED,
 JQ0186'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 JQ0186'GROUND.
 JQ0186
 JQ0186                          STATION RECOVERY (1985)
 JQ0186
 JQ0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JQ0186'TONOPAH POST OFFICE (MAIN STREET AND BRYAN AVE.) 11.1 MILES NORTHWEST
 JQ0186'OF, ALONG U.S. HWY 6 AND 95 TO T-ROAD, THENCE (LEFT) SOUTHEAST 0.4
 JQ0186'MILE ALONG ROAD TO ROAD-FORK THENCE (LEFT) SOUTH 150 FEET ALONG ROAD
 JQ0186'TO ROAD-FORK AT X-ING OF OLD RAILROAD GRADE, THENCE (LEFT) SOUTHWEST
 JQ0186'150 FEET ALONG ROAD TO ROAD-FORK WITH DIM ROAD THENCE (RIGHT)
 JQ0186'SOUTHWEST 0.2 MILE ALONG DIM ROAD TO ROAD FORK, THENCE (LEFT)
 JQ0186'SOUTHEAST 500 FEET ALONG ROAD TO SINGLE POLE POWER LINE, THENCE
 JQ0186'(RIGHT) NORTHWEST 100 FEET ALONG SINGLE POLE POWER TO OLD RAILROAD
 JQ0186'GRADE, THENCE (LEFT) SOUTHEAST 1.1 MILE ALONG OLD RAILROAD GRADE,
 JQ0186'74.5 FEET SOUTHWEST OF CENTERLINE OF THE OLD RAILROAD GRADE, ABOUT
 JQ0186'2.0 FEET LOWER THEN THE OLD RAILROAD GRADE. A STANDARD DISK, STAMPED
 JQ0186''A 349 1953' SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 JQ0186'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0032 ***********************************************************************
 JQ0032  DESIGNATION -  A 35
 JQ0032  PID         -  JQ0032
 JQ0032  STATE/COUNTY-  NV/NYE
 JQ0032  USGS QUAD   -  WARM SPRINGS NW (1968)
 JQ0032
 JQ0032                         *CURRENT SURVEY CONTROL
 JQ0032  ___________________________________________________________________
 JQ0032* NAD 83(1986)-  38 10 04.     (N)    116 26 43.     (W)     SCALED    
 JQ0032* NAVD 88     -      1918.721  (meters)    6295.00   (feet)  ADJUSTED  
 JQ0032  ___________________________________________________________________
 JQ0032  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 JQ0032  DYNAMIC HT  -        1916.549 (meters)    6287.88  (feet)  COMP
 JQ0032  MODELED GRAV-     979,428.5   (mgal)                       NAVD 88
 JQ0032
 JQ0032  VERT ORDER  -  FIRST     CLASS II
 JQ0032
 JQ0032.The horizontal coordinates were scaled from a topographic map and have
 JQ0032.an estimated accuracy of +/- 6 seconds.
 JQ0032
 JQ0032.The orthometric height was determined by differential leveling
 JQ0032.and adjusted by the National Geodetic Survey in June 1991..
 JQ0032.WARNING-Repeat measurements at this control monument indicate possible
 JQ0032.vertical movement.
 JQ0032
 JQ0032.The geoid height was determined by GEOID03.
 JQ0032
 JQ0032.The dynamic height is computed by dividing the NAVD 88
 JQ0032.geopotential number by the normal gravity value computed on the
 JQ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0032.degrees latitude (g = 980.6199 gals.).
 JQ0032
 JQ0032.The modeled gravity was interpolated from observed gravity values.
 JQ0032
 JQ0032;                    North         East    Units  Estimated Accuracy
 JQ0032;SPC NV C     - 6,379,250.      519,400.      MT  (+/- 180 meters Scaled)
 JQ0032
 JQ0032                          SUPERSEDED SURVEY CONTROL
 JQ0032
 JQ0032  NGVD 29 (??/??/92) 1917.564  (m)         6291.21   (f) ADJ UNCH    1 2
 JQ0032
 JQ0032.Superseded values are not recommended for survey control.
 JQ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0032.See file dsdata.txt to determine how the superseded data were derived.
 JQ0032
 JQ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC485245(NAD 83)
 JQ0032_MARKER: DB = BENCH MARK DISK
 JQ0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0032_STAMPING: A 35 1933 6291.254
 JQ0032_MARK LOGO: CGS   
 JQ0032_PROJECTION: PROJECTING 30 CENTIMETERS
 JQ0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0032+STABILITY: SURFACE MOTION
 JQ0032
 JQ0032  HISTORY     - Date     Condition        Report By
 JQ0032  HISTORY     - 1933     MONUMENTED       CGS
 JQ0032  HISTORY     - 1958     GOOD             NGS
 JQ0032  HISTORY     - 1984     GOOD             NGS
 JQ0032
 JQ0032                          STATION DESCRIPTION
 JQ0032
 JQ0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JQ0032'5.15 MI SW FROM WARM SPRINGS.
 JQ0032'5.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE T JUNCTION OF STATE
 JQ0032'HIGHWAY 25 AT WARM SPRINGS, AT THE SUMMIT OF A GRADE, 262 YARDS WEST
 JQ0032'OF THE CENTER OF THE NORTHWEST END OF 24-INCH CORRUGATED METAL PIPE
 JQ0032'CULVERT A 548/50, 174 YARDS NORTHWEST OF THE CENTERLINE OF THE
 JQ0032'HIGHWAY, 62 1/2 FEET NORTHWEST OF THE CENTERLINE OF A
 JQ0032'NORTHEAST-SOUTHEAST TRACK ROAD, 2.0 FEET SOUTHEAST OF A WITNESS POST,
 JQ0032'ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JQ0032'POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 JQ0032
 JQ0032                          STATION RECOVERY (1984)
 JQ0032
 JQ0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0032'RECOVERED IN GOOD CONDITION.  ADD--0.3 KM (0.2 MI) NORTHEAST OF
 JQ0032'MILEPOST 46 AND STATE HIGHWAY 25 AT WARM SPRINGS IS NOW STATE HIGHWAY
 JQ0032'375.
 JQ0032'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 JQ0032'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0275 ***********************************************************************
 JQ0275  DESIGNATION -  A 350
 JQ0275  PID         -  JQ0275
 JQ0275  STATE/COUNTY-  NV/ESMERALDA
 JQ0275  USGS QUAD   -  BLAIR JUNCTION (1968)
 JQ0275
 JQ0275                         *CURRENT SURVEY CONTROL
 JQ0275  ___________________________________________________________________
 JQ0275* NAD 83(1986)-  38 01 05.     (N)    117 47 41.     (W)     SCALED    
 JQ0275* NAVD 88     -      1491.823  (meters)    4894.42   (feet)  ADJUSTED  
 JQ0275  ___________________________________________________________________
 JQ0275  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 JQ0275  DYNAMIC HT  -        1490.217 (meters)    4889.15  (feet)  COMP
 JQ0275  MODELED GRAV-     979,501.0   (mgal)                       NAVD 88
 JQ0275
 JQ0275  VERT ORDER  -  FIRST     CLASS II
 JQ0275
 JQ0275.The horizontal coordinates were scaled from a topographic map and have
 JQ0275.an estimated accuracy of +/- 6 seconds.
 JQ0275
 JQ0275.The orthometric height was determined by differential leveling
 JQ0275.and adjusted by the National Geodetic Survey in June 1991..
 JQ0275
 JQ0275.The geoid height was determined by GEOID03.
 JQ0275
 JQ0275.The dynamic height is computed by dividing the NAVD 88
 JQ0275.geopotential number by the normal gravity value computed on the
 JQ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0275.degrees latitude (g = 980.6199 gals.).
 JQ0275
 JQ0275.The modeled gravity was interpolated from observed gravity values.
 JQ0275
 JQ0275;                    North         East    Units  Estimated Accuracy
 JQ0275;SPC NV W     - 4,362,900.      869,240.      MT  (+/- 180 meters Scaled)
 JQ0275
 JQ0275                          SUPERSEDED SURVEY CONTROL
 JQ0275
 JQ0275  NGVD 29 (??/??/92) 1490.691  (m)         4890.71   (f) ADJ UNCH    1 2
 JQ0275
 JQ0275.Superseded values are not recommended for survey control.
 JQ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0275.See file dsdata.txt to determine how the superseded data were derived.
 JQ0275
 JQ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC302081(NAD 83)
 JQ0275_MARKER: DB = BENCH MARK DISK
 JQ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0275_STAMPING: A 350 1953
 JQ0275_MARK LOGO: CGS   
 JQ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0275+STABILITY: SURFACE MOTION
 JQ0275
 JQ0275  HISTORY     - Date     Condition        Report By
 JQ0275  HISTORY     - 1953     MONUMENTED       CGS
 JQ0275  HISTORY     - 1984     GOOD             NGS
 JQ0275
 JQ0275                          STATION DESCRIPTION
 JQ0275
 JQ0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0275'5.3 MI E FROM COALDALE.
 JQ0275'5.3 MILES EAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF THE
 JQ0275'HIGHWAYS AT COALDALE, IN LINE WITH A ROW OF TELEPHONE POLES, 220 FEET
 JQ0275'NORTH OF THE CENTER LINE OF THE HIGHWAY, 209.5 FEET NORTHWEST OF THE
 JQ0275'CENTER OF THE NORTH END OF A 24-INCH CORRUGATED METAL PIPE CULVERT NO.
 JQ0275'A1976+29, 20 FEET WEST OF THE CENTER OF A SMALL WASH, 6.6 FEET WEST OF
 JQ0275'TELEPHONE POLE 1335, 2.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 JQ0275'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 JQ0275'ABOVE THE GROUND.
 JQ0275
 JQ0275                          STATION RECOVERY (1984)
 JQ0275
 JQ0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0188 ***********************************************************************
 LR0188  DESIGNATION -  A 351
 LR0188  PID         -  LR0188
 LR0188  STATE/COUNTY-  NV/LANDER
 LR0188  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0188
 LR0188                         *CURRENT SURVEY CONTROL
 LR0188  ___________________________________________________________________
 LR0188* NAD 83(1986)-  40 38 00.     (N)    116 55 22.     (W)     SCALED    
 LR0188* NAVD 88     -      1376.465  (meters)    4515.95   (feet)  ADJUSTED  
 LR0188  ___________________________________________________________________
 LR0188  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 LR0188  DYNAMIC HT  -        1375.353 (meters)    4512.30  (feet)  COMP
 LR0188  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 LR0188
 LR0188  VERT ORDER  -  FIRST     CLASS II
 LR0188
 LR0188.The horizontal coordinates were scaled from a topographic map and have
 LR0188.an estimated accuracy of +/- 6 seconds.
 LR0188
 LR0188.The orthometric height was determined by differential leveling
 LR0188.and adjusted by the National Geodetic Survey in June 1991..
 LR0188
 LR0188.The geoid height was determined by GEOID03.
 LR0188
 LR0188.The dynamic height is computed by dividing the NAVD 88
 LR0188.geopotential number by the normal gravity value computed on the
 LR0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0188.degrees latitude (g = 980.6199 gals.).
 LR0188
 LR0188.The modeled gravity was interpolated from observed gravity values.
 LR0188
 LR0188;                    North         East    Units  Estimated Accuracy
 LR0188;SPC NV C     - 6,652,960.      478,340.      MT  (+/- 180 meters Scaled)
 LR0188
 LR0188                          SUPERSEDED SURVEY CONTROL
 LR0188
 LR0188  NGVD 29 (??/??/92) 1375.415  (m)         4512.51   (f) ADJ UNCH    1 2
 LR0188
 LR0188.Superseded values are not recommended for survey control.
 LR0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0188.See file dsdata.txt to determine how the superseded data were derived.
 LR0188
 LR0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE065980(NAD 83)
 LR0188_MARKER: DB = BENCH MARK DISK
 LR0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0188_SP_SET: ABUTMENT
 LR0188_STAMPING: A 351 1953
 LR0188_MARK LOGO: CGS   
 LR0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0188
 LR0188  HISTORY     - Date     Condition        Report By
 LR0188  HISTORY     - 1953     MONUMENTED       CGS
 LR0188  HISTORY     - 1984     SEE DESCRIPTION  NGS
 LR0188
 LR0188                          STATION DESCRIPTION
 LR0188
 LR0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0188'0.9 MI SE FROM BATTLE MOUNTAIN.
 LR0188'0.9 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0188'THE STATION AT BATTLE MOUNTAIN, 0.25 MILE (7-1/4 POLES) NORTHWEST OF
 LR0188'MILEPOLE 477, AT SMALL WOODEN BRIDGE 476.73, IN THE TOP OF THE
 LR0188'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT, 5.7 FEET SOUTHWEST
 LR0188'OF THE SOUTHWEST RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE TOP OF THE
 LR0188'RAIL.
 LR0188
 LR0188                          STATION RECOVERY (1984)
 LR0188
 LR0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0188'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0188'THE RAILROAD HAS BUILT A WOODEN GUARDRAIL OVER THE MARK AND IS NOW
 LR0188'INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0242 ***********************************************************************
 LR0242  DESIGNATION -  A 352
 LR0242  PID         -  LR0242
 LR0242  STATE/COUNTY-  NV/EUREKA
 LR0242  USGS QUAD   -  DUNPHY (1986)
 LR0242
 LR0242                         *CURRENT SURVEY CONTROL
 LR0242  ___________________________________________________________________
 LR0242* NAD 83(1986)-  40 42 08.     (N)    116 31 57.     (W)     SCALED    
 LR0242* NAVD 88     -      1413.194  (meters)    4636.45   (feet)  ADJUSTED  
 LR0242  ___________________________________________________________________
 LR0242  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 LR0242  DYNAMIC HT  -        1412.074 (meters)    4632.78  (feet)  COMP
 LR0242  MODELED GRAV-     979,783.1   (mgal)                       NAVD 88
 LR0242
 LR0242  VERT ORDER  -  FIRST     CLASS II
 LR0242
 LR0242.The horizontal coordinates were scaled from a topographic map and have
 LR0242.an estimated accuracy of +/- 6 seconds.
 LR0242
 LR0242.The orthometric height was determined by differential leveling
 LR0242.and adjusted by the National Geodetic Survey in June 1991..
 LR0242
 LR0242.The geoid height was determined by GEOID03.
 LR0242
 LR0242.The dynamic height is computed by dividing the NAVD 88
 LR0242.geopotential number by the normal gravity value computed on the
 LR0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0242.degrees latitude (g = 980.6199 gals.).
 LR0242
 LR0242.The modeled gravity was interpolated from observed gravity values.
 LR0242
 LR0242;                    North         East    Units  Estimated Accuracy
 LR0242;SPC NV E     - 8,661,010.      119,790.      MT  (+/- 180 meters Scaled)
 LR0242
 LR0242                          SUPERSEDED SURVEY CONTROL
 LR0242
 LR0242  NGVD 29 (??/??/92) 1412.133  (m)         4632.97   (f) ADJ UNCH    1 2
 LR0242
 LR0242.Superseded values are not recommended for survey control.
 LR0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0242.See file dsdata.txt to determine how the superseded data were derived.
 LR0242
 LR0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF394058(NAD 83)
 LR0242_MARKER: DB = BENCH MARK DISK
 LR0242_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LR0242_STAMPING: A 352 1953
 LR0242_MARK LOGO: CGS   
 LR0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0242
 LR0242  HISTORY     - Date     Condition        Report By
 LR0242  HISTORY     - 1953     MONUMENTED       CGS
 LR0242  HISTORY     - 1984     GOOD             NGS
 LR0242
 LR0242                          STATION DESCRIPTION
 LR0242
 LR0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0242'8.4 MI N FROM BEOWAWE.
 LR0242'8.4 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0242'STATION AT BEOWAWE, 0.25 MILE (9-1/3 POLES) WEST OF MILEPOLE 500, 0.2
 LR0242'MILE EAST OF THE SHOSHONE OVERPASS (U. S. HIGHWAY 40 BRIDGE OVER THE
 LR0242'RAILROAD), AT SMALL WOODEN BRIDGE 499.73, IN THE TOP OF THE EAST
 LR0242'CONCRETE ABUTMENT, 7.8 FEET NORTH OF THE NORTH RAIL, 1.1 FEET SOUTH OF
 LR0242'THE NORTH END OF THE ABUTMENT, AND ABOUT 2 FEET LOWER THAN THE TOP OF
 LR0242'THE RAIL.
 LR0242
 LR0242                          STATION RECOVERY (1984)
 LR0242
 LR0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0019 ***********************************************************************
 LR0019  DESIGNATION -  A 353
 LR0019  PID         -  LR0019
 LR0019  STATE/COUNTY-  NV/EUREKA
 LR0019  USGS QUAD   -  SCOTTS GULCH (1985)
 LR0019
 LR0019                         *CURRENT SURVEY CONTROL
 LR0019  ___________________________________________________________________
 LR0019* NAD 83(1986)-  40 34 32.     (N)    116 17 28.     (W)     SCALED    
 LR0019* NAVD 88     -      1464.453  (meters)    4804.63   (feet)  ADJUSTED  
 LR0019  ___________________________________________________________________
 LR0019  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 LR0019  DYNAMIC HT  -        1463.242 (meters)    4800.65  (feet)  COMP
 LR0019  MODELED GRAV-     979,746.7   (mgal)                       NAVD 88
 LR0019
 LR0019  VERT ORDER  -  FIRST     CLASS II
 LR0019
 LR0019.The horizontal coordinates were scaled from a topographic map and have
 LR0019.an estimated accuracy of +/- 6 seconds.
 LR0019
 LR0019.The orthometric height was determined by differential leveling
 LR0019.and adjusted by the National Geodetic Survey in June 1991..
 LR0019
 LR0019.The geoid height was determined by GEOID03.
 LR0019
 LR0019.The dynamic height is computed by dividing the NAVD 88
 LR0019.geopotential number by the normal gravity value computed on the
 LR0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0019.degrees latitude (g = 980.6199 gals.).
 LR0019
 LR0019.The modeled gravity was interpolated from observed gravity values.
 LR0019
 LR0019;                    North         East    Units  Estimated Accuracy
 LR0019;SPC NV E     - 8,646,760.      140,080.      MT  (+/- 180 meters Scaled)
 LR0019
 LR0019                          SUPERSEDED SURVEY CONTROL
 LR0019
 LR0019  NGVD 29 (??/??/92) 1463.363  (m)         4801.05   (f) ADJ UNCH    1 2
 LR0019
 LR0019.Superseded values are not recommended for survey control.
 LR0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0019.See file dsdata.txt to determine how the superseded data were derived.
 LR0019
 LR0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE600918(NAD 83)
 LR0019_MARKER: DB = BENCH MARK DISK
 LR0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0019_SP_SET: ABUTMENT
 LR0019_STAMPING: A 353 1953
 LR0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0019
 LR0019  HISTORY     - Date     Condition        Report By
 LR0019  HISTORY     - 1953     MONUMENTED       CGS
 LR0019
 LR0019                          STATION DESCRIPTION
 LR0019
 LR0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0019'6.8 MI SW FROM PALISADE.
 LR0019'6.8 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0019'THE STATION AT PALISADE, AT STEEL BRIDGE 518.91-6 OVER HUMBOLDT RIVER,
 LR0019'IN THE TOP OF THE EAST CONCRETE ABUTMENT, 8.3 FEET SOUTH OF THE SOUTH
 LR0019'RAIL, 3.8 FEET NORTH OF THE SOUTH END OF THE ABUTMENT, AND ABOUT 1 1/2
 LR0019'FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0434 ***********************************************************************
 LQ0434  DESIGNATION -  A 354
 LQ0434  PID         -  LQ0434
 LQ0434  STATE/COUNTY-  NV/ELKO
 LQ0434  USGS QUAD   -  ELKO WEST (1975)
 LQ0434
 LQ0434                         *CURRENT SURVEY CONTROL
 LQ0434  ___________________________________________________________________
 LQ0434* NAD 83(1986)-  40 48 30.     (N)    115 49 16.     (W)     SCALED    
 LQ0434* NAVD 88     -      1534.995  (meters)    5036.06   (feet)  ADJUSTED  
 LQ0434  ___________________________________________________________________
 LQ0434  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 LQ0434  DYNAMIC HT  -        1533.710 (meters)    5031.85  (feet)  COMP
 LQ0434  MODELED GRAV-     979,733.6   (mgal)                       NAVD 88
 LQ0434
 LQ0434  VERT ORDER  -  FIRST     CLASS II
 LQ0434
 LQ0434.The horizontal coordinates were scaled from a topographic map and have
 LQ0434.an estimated accuracy of +/- 6 seconds.
 LQ0434
 LQ0434.The orthometric height was determined by differential leveling
 LQ0434.and adjusted by the National Geodetic Survey in June 1991..
 LQ0434
 LQ0434.The geoid height was determined by GEOID03.
 LQ0434
 LQ0434.The dynamic height is computed by dividing the NAVD 88
 LQ0434.geopotential number by the normal gravity value computed on the
 LQ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0434.degrees latitude (g = 980.6199 gals.).
 LQ0434
 LQ0434.The modeled gravity was interpolated from observed gravity values.
 LQ0434
 LQ0434;                    North         East    Units  Estimated Accuracy
 LQ0434;SPC NV E     - 8,672,390.      179,940.      MT  (+/- 180 meters Scaled)
 LQ0434
 LQ0434                          SUPERSEDED SURVEY CONTROL
 LQ0434
 LQ0434  NGVD 29 (??/??/92) 1533.869  (m)         5032.37   (f) ADJ UNCH    1 2
 LQ0434
 LQ0434.Superseded values are not recommended for survey control.
 LQ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0434.See file dsdata.txt to determine how the superseded data were derived.
 LQ0434
 LQ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF994181(NAD 83)
 LQ0434_MARKER: DB = BENCH MARK DISK
 LQ0434_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LQ0434_STAMPING: A 354 1953
 LQ0434_MARK LOGO: CGS   
 LQ0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0434+STABILITY: SURFACE MOTION
 LQ0434
 LQ0434  HISTORY     - Date     Condition        Report By
 LQ0434  HISTORY     - 1953     MONUMENTED       CGS
 LQ0434  HISTORY     - 1984     GOOD             NGS
 LQ0434
 LQ0434                          STATION DESCRIPTION
 LQ0434
 LQ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LQ0434'3.4 MI SW FROM ELKO.
 LQ0434'3.4 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LQ0434'THE STATION AT ELKO, 0.4 MILE (14-1/4 POLES) SOUTHWEST OF MILEPOLE 553
 LQ0434'AND THE CROSSING OF A GRAVELED ROAD, AT SMALL WOODEN BRIDGE 552.58 IN
 LQ0434'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT, 6.8
 LQ0434'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 1 1/2 FEET LOWER THAN
 LQ0434'THE TOP OF THE RAIL.
 LQ0434
 LQ0434                          STATION RECOVERY (1984)
 LQ0434
 LQ0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0434'RECOVERED IN GOOD CONDITION, EXCEPT ADD 5.85 KM (3.65 MI) SOUTHWEST
 LQ0434'ALONG OLD US HIGHWAY 40 (IDAHO STREET) FROM THE COURTHOUSE AT ELKO AND
 LQ0434'74.6 METERS (245 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE.
 LQ0434'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0409 ***********************************************************************
 MT0409  DESIGNATION -  A 355
 MT0409  PID         -  MT0409
 MT0409  STATE/COUNTY-  NV/ELKO
 MT0409  USGS QUAD   -  DEETH (1967)
 MT0409
 MT0409                         *CURRENT SURVEY CONTROL
 MT0409  ___________________________________________________________________
 MT0409* NAD 83(1986)-  41 02 25.     (N)    115 21 31.     (W)     SCALED    
 MT0409* NAVD 88     -      1613.754  (meters)    5294.46   (feet)  ADJUSTED  
 MT0409  ___________________________________________________________________
 MT0409  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 MT0409  DYNAMIC HT  -        1612.426 (meters)    5290.10  (feet)  COMP
 MT0409  MODELED GRAV-     979,744.5   (mgal)                       NAVD 88
 MT0409
 MT0409  VERT ORDER  -  FIRST     CLASS II
 MT0409
 MT0409.The horizontal coordinates were scaled from a topographic map and have
 MT0409.an estimated accuracy of +/- 6 seconds.
 MT0409
 MT0409.The orthometric height was determined by differential leveling
 MT0409.and adjusted by the National Geodetic Survey in June 1991..
 MT0409
 MT0409.The geoid height was determined by GEOID03.
 MT0409
 MT0409.The dynamic height is computed by dividing the NAVD 88
 MT0409.geopotential number by the normal gravity value computed on the
 MT0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0409.degrees latitude (g = 980.6199 gals.).
 MT0409
 MT0409.The modeled gravity was interpolated from observed gravity values.
 MT0409
 MT0409;                    North         East    Units  Estimated Accuracy
 MT0409;SPC NV E     - 8,698,140.      218,890.      MT  (+/- 180 meters Scaled)
 MT0409
 MT0409                          SUPERSEDED SURVEY CONTROL
 MT0409
 MT0409  NGVD 29 (??/??/92) 1612.586  (m)         5290.63   (f) ADJ UNCH    1 2
 MT0409
 MT0409.Superseded values are not recommended for survey control.
 MT0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0409.See file dsdata.txt to determine how the superseded data were derived.
 MT0409
 MT0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF379445(NAD 83)
 MT0409_MARKER: DB = BENCH MARK DISK
 MT0409_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0409_STAMPING: A 355 1953
 MT0409_MARK LOGO: CGS   
 MT0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0409+STABILITY: SURFACE MOTION
 MT0409
 MT0409  HISTORY     - Date     Condition        Report By
 MT0409  HISTORY     - 1953     MONUMENTED       CGS
 MT0409  HISTORY     - 1984     GOOD             NGS
 MT0409
 MT0409                          STATION DESCRIPTION
 MT0409
 MT0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0409'4.8 MI SW FROM DEETH.
 MT0409'4.8 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0409'THE STATION AT DEETH, AT WOODEN BRIDGE 584.79, IN THE TOP OF THE
 MT0409'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT, 7.0 FEET NORTHWEST
 MT0409'OF THE NORTHWEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 MT0409'RAIL.
 MT0409
 MT0409                          STATION RECOVERY (1984)
 MT0409
 MT0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0409'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.15 KM
 MT0409'(8.85 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE COURTHOUSE IN
 MT0409'ELKO, THENCE 30.7 KM (19.2 MI) NORTHEAST ALONG INTERSTATE 80, THENCE
 MT0409'0.15 KM (0.1 MI) SOUTHEAST ACROSS COUNTRY, IN TOP OF THE NORTHWEST END
 MT0409'OF THE NORTHEAST ABUTMENT FOR THE SOUTHERN PACIFIC RAILROAD BRIDGE
 MT0409'584.79, 2.1 METERS (7 FT) NORTHWEST OF THE NORTHWEST RAIL.
 MT0409'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0932 ***********************************************************************
 KR0932  DESIGNATION -  A 357
 KR0932  PID         -  KR0932
 KR0932  STATE/COUNTY-  NV/WASHOE
 KR0932  USGS QUAD   -  WASHOE CITY (1994)
 KR0932
 KR0932                         *CURRENT SURVEY CONTROL
 KR0932  ___________________________________________________________________
 KR0932* NAD 83(1986)-  39 21 55.     (N)    119 45 07.     (W)     SCALED    
 KR0932* NAVD 88     -      1419.99   (+/-2cm)    4658.8    (feet)  VERTCON   
 KR0932  ___________________________________________________________________
 KR0932  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KR0932
 KR0932  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0932
 KR0932.The horizontal coordinates were scaled from a topographic map and have
 KR0932.an estimated accuracy of +/- 6 seconds.
 KR0932
 KR0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0932.The vertical order pertains to the NGVD 29 superseded value.
 KR0932
 KR0932.The geoid height was determined by GEOID03.
 KR0932
 KR0932;                    North         East    Units  Estimated Accuracy
 KR0932;SPC NV W     - 4,512,800.      699,300.      MT  (+/- 180 meters Scaled)
 KR0932
 KR0932                          SUPERSEDED SURVEY CONTROL
 KR0932
 KR0932  NGVD 29 (??/??/92) 1418.884  (m)         4655.12   (f) ADJ UNCH    1 2
 KR0932
 KR0932.Superseded values are not recommended for survey control.
 KR0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0932.See file dsdata.txt to determine how the superseded data were derived.
 KR0932
 KR0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD629609(NAD 83)
 KR0932_MARKER: DB = BENCH MARK DISK
 KR0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0932_STAMPING: A 357 1953
 KR0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0932+STABILITY: SURFACE MOTION
 KR0932
 KR0932  HISTORY     - Date     Condition        Report By
 KR0932  HISTORY     - 1953     MONUMENTED       CGS
 KR0932  HISTORY     - 1955     GOOD             NGS
 KR0932  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR0932
 KR0932                          STATION DESCRIPTION
 KR0932
 KR0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0932'1.1 MI S FROM STEAMBOAT.
 KR0932'0.1 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 KR0932'STEAMBOAT, THENCE 1.0 MILE SOUTH ALONG U.S. HIGHWAY 395, NEAR THE WEST
 KR0932'END OF A ROW OF LARGE POPLAR TREES, 47.5 FEET NORTH OF THE NORTH
 KR0932'CORNER OF A BRICK HOME, 46 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 KR0932'THE HIGHWAY, 13 1/2 FEET SOUTHEAST OF A 36-INCH POPLAR TREE, 6 1/2
 KR0932'FEET SOUTHWEST OF A 36-INCH POPLAR TREE, 1.3 FEET NORTHWEST OF A
 KR0932'FENCE, 1.9 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A
 KR0932'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KR0932
 KR0932                          STATION RECOVERY (1955)
 KR0932
 KR0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KR0932'RECOVERED IN GOOD CONDITION.
 KR0932
 KR0932                          STATION RECOVERY (2003)
 KR0932
 KR0932'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0932'DIRECTIONS LEAD TO THE STOLZ RANCH AND POOL OVER COORDINATES OF
 KR0932'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1011 ***********************************************************************
 KR1011  DESIGNATION -  A 358
 KR1011  PID         -  KR1011
 KR1011  STATE/COUNTY-  NV/LYON
 KR1011  USGS QUAD   -  NEW EMPIRE (1994)
 KR1011
 KR1011                         *CURRENT SURVEY CONTROL
 KR1011  ___________________________________________________________________
 KR1011* NAD 83(1986)-  39 12 05.     (N)    119 39 54.     (W)     SCALED    
 KR1011* NAVD 88     -      1464.78   (+/-2cm)    4805.7    (feet)  VERTCON   
 KR1011  ___________________________________________________________________
 KR1011  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KR1011
 KR1011  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1011
 KR1011.The horizontal coordinates were scaled from a topographic map and have
 KR1011.an estimated accuracy of +/- 6 seconds.
 KR1011
 KR1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1011.The vertical order pertains to the NGVD 29 superseded value.
 KR1011
 KR1011.The geoid height was determined by GEOID03.
 KR1011
 KR1011;                    North         East    Units  Estimated Accuracy
 KR1011;SPC NV W     - 4,494,510.      706,570.      MT  (+/- 180 meters Scaled)
 KR1011
 KR1011                          SUPERSEDED SURVEY CONTROL
 KR1011
 KR1011  NGVD 29 (??/??/92) 1463.705  (m)         4802.17   (f) ADJ UNCH    1 2
 KR1011
 KR1011.Superseded values are not recommended for survey control.
 KR1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1011.See file dsdata.txt to determine how the superseded data were derived.
 KR1011
 KR1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD698425(NAD 83)
 KR1011_MARKER: DB = BENCH MARK DISK
 KR1011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1011_SP_SET: WALL
 KR1011_STAMPING: A 358 1953
 KR1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1011
 KR1011  HISTORY     - Date     Condition        Report By
 KR1011  HISTORY     - 1953     MONUMENTED       CGS
 KR1011  HISTORY     - 1968     MARK NOT FOUND   USGS
 KR1011  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1011
 KR1011                          STATION DESCRIPTION
 KR1011
 KR1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR1011'7.2 MI E FROM CARSON CITY.
 KR1011'6.2 MILES NORTHEAST ALONG U. S. HIGHWAY 50 FROM THE POST OFFICE AT
 KR1011'CARSON CITY, THENCE 1.0 MILE SOUTHEAST ALONG THE ABANDONED VIRGINIA
 KR1011'AND TRUCKEE RAILROAD, NEAR THE CROSSING OF A DOUBLE-POLE POWER LINE,
 KR1011'AT A PROMINENT 20-FOOT HIGH ROCK WALL, SET VERTICALLY IN THE NORTH
 KR1011'FACE, 314 FEET EAST OF THE CENTER LINE OF A POWER LINE ROAD, 218 FEET
 KR1011'EAST OF POWER LINE POLE 63093, 17 FEET SOUTH OF THE CENTER LINE OF THE
 KR1011'RAILROAD BED, MARKED BY THE WHITE PAINTED LETTERS B.M., AND ABOUT 3
 KR1011'FEET ABOVE THE GROUND.
 KR1011
 KR1011                          STATION RECOVERY (1968)
 KR1011
 KR1011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR1011'MARK NOT FOUND.
 KR1011
 KR1011                          STATION RECOVERY (2003)
 KR1011
 KR1011'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0415 ***********************************************************************
 MT0415  DESIGNATION -  A 359
 MT0415  PID         -  MT0415
 MT0415  STATE/COUNTY-  NV/ELKO
 MT0415  USGS QUAD   -  DEETH (1967)
 MT0415
 MT0415                         *CURRENT SURVEY CONTROL
 MT0415  ___________________________________________________________________
 MT0415* NAD 83(1986)-  41 04 59.     (N)    115 16 22.     (W)     SCALED    
 MT0415* NAVD 88     -      1636.614  (meters)    5369.46   (feet)  ADJUSTED  
 MT0415  ___________________________________________________________________
 MT0415  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 MT0415  DYNAMIC HT  -        1635.248 (meters)    5364.98  (feet)  COMP
 MT0415  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 MT0415
 MT0415  VERT ORDER  -  FIRST     CLASS II
 MT0415
 MT0415.The horizontal coordinates were scaled from a topographic map and have
 MT0415.an estimated accuracy of +/- 6 seconds.
 MT0415
 MT0415.The orthometric height was determined by differential leveling
 MT0415.and adjusted by the National Geodetic Survey in June 1991..
 MT0415
 MT0415.The geoid height was determined by GEOID03.
 MT0415
 MT0415.The dynamic height is computed by dividing the NAVD 88
 MT0415.geopotential number by the normal gravity value computed on the
 MT0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0415.degrees latitude (g = 980.6199 gals.).
 MT0415
 MT0415.The modeled gravity was interpolated from observed gravity values.
 MT0415
 MT0415;                    North         East    Units  Estimated Accuracy
 MT0415;SPC NV E     - 8,702,920.      226,090.      MT  (+/- 180 meters Scaled)
 MT0415
 MT0415                          SUPERSEDED SURVEY CONTROL
 MT0415
 MT0415  NGVD 29 (??/??/92) 1635.438  (m)         5365.60   (f) ADJ UNCH    1 2
 MT0415
 MT0415.Superseded values are not recommended for survey control.
 MT0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0415.See file dsdata.txt to determine how the superseded data were derived.
 MT0415
 MT0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF450494(NAD 83)
 MT0415_MARKER: DB = BENCH MARK DISK
 MT0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0415_STAMPING: A 359 1953
 MT0415_MARK LOGO: CGS   
 MT0415_PROJECTION: PROJECTING 10 CENTIMETERS
 MT0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0415+STABILITY: SURFACE MOTION
 MT0415
 MT0415  HISTORY     - Date     Condition        Report By
 MT0415  HISTORY     - 1953     MONUMENTED       CGS
 MT0415  HISTORY     - 1984     GOOD             NGS
 MT0415
 MT0415                          STATION DESCRIPTION
 MT0415
 MT0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0415'1.2 MI N FROM DEETH.
 MT0415'1.2 MILES NORTH ALONG A GRAVELED ROAD LEADING TO CHARLESTON FROM THE
 MT0415'SOUTHERN PACIFIC COMPANY RAILROAD STATION AT DEETH, AT THE CROSSING OF
 MT0415'A NORTHEAST-SOUTHWEST TELEPHONE LINE, 58 FEET NORTHEAST OF THE CENTER
 MT0415'LINE OF THE ROAD, 10 FEET NORTHWEST OF THE CENTER LINE OF A TRACK ROAD
 MT0415'ALONG THE TELEPHONE LINE, 3 FEET SOUTHWEST OF A TELEPHONE POLE, 2.3
 MT0415'FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD,
 MT0415'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MT0415'GROUND.
 MT0415
 MT0415                          STATION RECOVERY (1984)
 MT0415
 MT0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0415'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.15 KM
 MT0415'(0.1 MI) NORTH ALONG A DIRT ROAD FROM THE POST OFFICE IN DEETH, THENCE
 MT0415'0.55 KM (0.35 MI) NORTHEAST ALONG A DIRT ROAD, THENCE 1.65 KM (1.0 MI)
 MT0415'NORTH ALONG A DIRT ROAD, IN THE EAST CORNER OF THE T JUNCTION OF A
 MT0415'DIRT ROAD LEADING NORTHEAST, 17.7 METERS (58 FT) NORTHEAST OF THE
 MT0415'CENTER OF THE ROAD, 22.2 METERS (73 FT) SOUTHEAST OF THE CENTER OF THE
 MT0415'ROAD LEADING NORTHEAST, 3.0 METERS (10 FT) NORTHWEST OF THE EXTENDED
 MT0415'CENTER OF A DIRT ROAD LEADING SOUTHWEST AND 0.9 METER (3 FT) SOUTHWEST
 MT0415'OF A TELEPHONE POLE AND IN LINE WITH THE POLES.
 MT0415'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MT0415'THE MARK IS 0.3 M ABOVE THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0290 ***********************************************************************
 JR0290  DESIGNATION -  A 360
 JR0290  PID         -  JR0290
 JR0290  STATE/COUNTY-  NV/MINERAL
 JR0290  USGS QUAD   -  MINA (1967)
 JR0290
 JR0290                         *CURRENT SURVEY CONTROL
 JR0290  ___________________________________________________________________
 JR0290* NAD 83(1986)-  38 24 33.     (N)    118 06 08.     (W)     SCALED    
 JR0290* NAVD 88     -      1397.046  (meters)    4583.48   (feet)  ADJUSTED  
 JR0290  ___________________________________________________________________
 JR0290  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 JR0290  DYNAMIC HT  -        1395.613 (meters)    4578.77  (feet)  COMP
 JR0290  MODELED GRAV-     979,554.6   (mgal)                       NAVD 88
 JR0290
 JR0290  VERT ORDER  -  FIRST     CLASS II
 JR0290
 JR0290.The horizontal coordinates were scaled from a topographic map and have
 JR0290.an estimated accuracy of +/- 6 seconds.
 JR0290
 JR0290.The orthometric height was determined by differential leveling
 JR0290.and adjusted by the National Geodetic Survey in June 1991..
 JR0290
 JR0290.The geoid height was determined by GEOID03.
 JR0290
 JR0290.The dynamic height is computed by dividing the NAVD 88
 JR0290.geopotential number by the normal gravity value computed on the
 JR0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0290.degrees latitude (g = 980.6199 gals.).
 JR0290
 JR0290.The modeled gravity was interpolated from observed gravity values.
 JR0290
 JR0290;                    North         East    Units  Estimated Accuracy
 JR0290;SPC NV W     - 4,406,130.      842,020.      MT  (+/- 180 meters Scaled)
 JR0290
 JR0290                          SUPERSEDED SURVEY CONTROL
 JR0290
 JR0290  NGVD 29 (??/??/92) 1395.913  (m)         4579.76   (f) ADJ UNCH    1 2
 JR0290
 JR0290.Superseded values are not recommended for survey control.
 JR0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0290.See file dsdata.txt to determine how the superseded data were derived.
 JR0290
 JR0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC037517(NAD 83)
 JR0290_MARKER: DB = BENCH MARK DISK
 JR0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0290_STAMPING: A 360 1953
 JR0290_MARK LOGO: CGS   
 JR0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0290+STABILITY: SURFACE MOTION
 JR0290
 JR0290  HISTORY     - Date     Condition        Report By
 JR0290  HISTORY     - 1953     MONUMENTED       CGS
 JR0290  HISTORY     - 1984     GOOD             NGS
 JR0290  HISTORY     - 1985     GOOD             NGS
 JR0290
 JR0290                          STATION DESCRIPTION
 JR0290
 JR0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0290'1.7 MI N FROM MINA.
 JR0290'0.8 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0290'FROM THE STATION AT MINA, THENCE 0.9 MILE NORTHEAST ALONG A GRAVELED
 JR0290'ROAD, 0.45 MILE NORTHEAST OF THE CROSSING OF A TELEPHONE LINE,
 JR0290'0.4 MILE SOUTHWEST OF THE INTERSECTION OF A NORTH-SOUTH ROAD, 55
 JR0290'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET NORTHEAST
 JR0290'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 JR0290'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JR0290
 JR0290                          STATION RECOVERY (1984)
 JR0290
 JR0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0290'RECOVERED IN GOOD CONDITION.
 JR0290
 JR0290                          STATION RECOVERY (1985)
 JR0290
 JR0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JR0290'RECOVERED IN GOOD CONDITION.  NOTE--THE RAILROAD STATION IS NOW THE
 JR0290'MINA FIRE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0752 ***********************************************************************
 KR0752  DESIGNATION -  A 361
 KR0752  PID         -  KR0752
 KR0752  STATE/COUNTY-  NV/LYON
 KR0752  USGS QUAD   -  CHURCHILL BUTTE (1985)
 KR0752
 KR0752                         *CURRENT SURVEY CONTROL
 KR0752  ___________________________________________________________________
 KR0752* NAD 83(1986)-  39 17 25.     (N)    119 16 15.     (W)     SCALED    
 KR0752* NAVD 88     -      1290.01   (+/-2cm)    4232.3    (feet)  VERTCON   
 KR0752  ___________________________________________________________________
 KR0752  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 KR0752
 KR0752  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0752
 KR0752.The horizontal coordinates were scaled from a topographic map and have
 KR0752.an estimated accuracy of +/- 6 seconds.
 KR0752
 KR0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0752.The vertical order pertains to the NGVD 29 superseded value.
 KR0752
 KR0752.The geoid height was determined by GEOID03.
 KR0752
 KR0752;                    North         East    Units  Estimated Accuracy
 KR0752;SPC NV W     - 4,504,050.      740,690.      MT  (+/- 180 meters Scaled)
 KR0752
 KR0752                          SUPERSEDED SURVEY CONTROL
 KR0752
 KR0752  NGVD 29 (??/??/92) 1289.004  (m)         4229.01   (f) ADJ UNCH    1 2
 KR0752
 KR0752.Superseded values are not recommended for survey control.
 KR0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0752.See file dsdata.txt to determine how the superseded data were derived.
 KR0752
 KR0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD041514(NAD 83)
 KR0752_MARKER: DB = BENCH MARK DISK
 KR0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0752_STAMPING: A 361 1953
 KR0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0752+STABILITY: SURFACE MOTION
 KR0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0752+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 KR0752
 KR0752  HISTORY     - Date     Condition        Report By
 KR0752  HISTORY     - 1953     MONUMENTED       CGS
 KR0752  HISTORY     - 20050715 GOOD             GEOCAC
 KR0752
 KR0752                          STATION DESCRIPTION
 KR0752
 KR0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0752'1.0 MI SW FROM WEEKS.
 KR0752'1.0 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0752'THE CROSSING OF U.S. HIGHWAY 95A AT WEEKS, ABOUT 1/2 MILE SOUTHWEST OF
 KR0752'THE CEMETERY AT FORT CHURCHILL, 0.3 MILE SOUTH OF BENCH MARK U 358, AT
 KR0752'THE CROSSING OF A GRAVELED ROAD, 135 FEET NORTHEAST OF THE CENTER LINE
 KR0752'OF THE ROAD, 100.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 61 1/2 FEET
 KR0752'NORTHWEST OF MILEPOLE 315, 1.2 FEET NORTHWEST OF A FENCE, 2.7 FEET
 KR0752'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 KR0752'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KR0752
 KR0752                          STATION RECOVERY (2005)
 KR0752
 KR0752'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR0752'OBSERVED GPSR COORDINATES N39 17 24.90, W119 16 13.62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0382 ***********************************************************************
 KR0382  DESIGNATION -  A 362
 KR0382  PID         -  KR0382
 KR0382  STATE/COUNTY-  NV/MINERAL
 KR0382  USGS QUAD   -  WEBER RESERVOIR (1987)
 KR0382
 KR0382                         *CURRENT SURVEY CONTROL
 KR0382  ___________________________________________________________________
 KR0382* NAD 83(1986)-  39 03 49.     (N)    118 54 52.     (W)     SCALED    
 KR0382* NAVD 88     -      1327.56   (+/-2cm)    4355.5    (feet)  VERTCON   
 KR0382  ___________________________________________________________________
 KR0382  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 KR0382
 KR0382  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0382
 KR0382.The horizontal coordinates were scaled from a topographic map and have
 KR0382.an estimated accuracy of +/- 6 seconds.
 KR0382
 KR0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0382.The vertical order pertains to the NGVD 29 superseded value.
 KR0382
 KR0382.The geoid height was determined by GEOID03.
 KR0382
 KR0382;                    North         East    Units  Estimated Accuracy
 KR0382;SPC NV W     - 4,478,710.      771,350.      MT  (+/- 180 meters Scaled)
 KR0382
 KR0382                          SUPERSEDED SURVEY CONTROL
 KR0382
 KR0382  NGVD 29 (??/??/92) 1326.521  (m)         4352.09   (f) ADJ UNCH    1 2
 KR0382
 KR0382.Superseded values are not recommended for survey control.
 KR0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0382.See file dsdata.txt to determine how the superseded data were derived.
 KR0382
 KR0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD343255(NAD 83)
 KR0382_MARKER: DB = BENCH MARK DISK
 KR0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0382_STAMPING: A 362 1953
 KR0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0382+STABILITY: SURFACE MOTION
 KR0382
 KR0382  HISTORY     - Date     Condition        Report By
 KR0382  HISTORY     - 1953     MONUMENTED       CGS
 KR0382
 KR0382                          STATION DESCRIPTION
 KR0382
 KR0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0382'10.2 MI NW FROM SCHURZ.
 KR0382'10.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0382'THE STATION AT SCHURZ, 36 FEET SOUTH OF MILEPOLE 344, 0.1 MILE (2 1/2
 KR0382'POLES) NORTHWEST OF THE CROSSING OF A GRAVELED ROAD, AT THE CROSSING
 KR0382'OF A NORTHEAST-SOUTHWEST FENCE, 190.1 FEET NORTHWEST OF THE CENTER OF
 KR0382'THE SOUTHWEST END OF 2- BY 2-FOOT WOODEN BOX CULVERT 344.04, 40.7 FEET
 KR0382'SOUTHWEST OF THE SOUTHWEST RAIL, 37.8 FEET SOUTHWEST OF THE SOUTH
 KR0382'CORNER OF A CATTLE GUARD, 3.2 FEET SOUTHEAST OF THE FENCE, 2.3 FEET
 KR0382'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 KR0382'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0775 ***********************************************************************
 KR0775  DESIGNATION -  A 363
 KR0775  PID         -  KR0775
 KR0775  STATE/COUNTY-  NV/LYON
 KR0775  USGS QUAD   -  HINKSON SLOUGH (1987)
 KR0775
 KR0775                         *CURRENT SURVEY CONTROL
 KR0775  ___________________________________________________________________
 KR0775* NAD 83(1986)-  39 07 23.     (N)    119 05 30.     (W)     SCALED    
 KR0775* NAVD 88     -      1316.66   (+/-2cm)    4319.7    (feet)  VERTCON   
 KR0775  ___________________________________________________________________
 KR0775  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 KR0775
 KR0775  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0775
 KR0775.The horizontal coordinates were scaled from a topographic map and have
 KR0775.an estimated accuracy of +/- 6 seconds.
 KR0775
 KR0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0775.The vertical order pertains to the NGVD 29 superseded value.
 KR0775
 KR0775.The geoid height was determined by GEOID03.
 KR0775
 KR0775;                    North         East    Units  Estimated Accuracy
 KR0775;SPC NV W     - 4,485,380.      756,050.      MT  (+/- 180 meters Scaled)
 KR0775
 KR0775                          SUPERSEDED SURVEY CONTROL
 KR0775
 KR0775  NGVD 29 (??/??/92) 1315.661  (m)         4316.46   (f) ADJ UNCH    1 2
 KR0775
 KR0775.Superseded values are not recommended for survey control.
 KR0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0775.See file dsdata.txt to determine how the superseded data were derived.
 KR0775
 KR0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD191325(NAD 83)
 KR0775_MARKER: P = PIPE CAP
 KR0775_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0775_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0775_STAMPING: A 363 1953
 KR0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0775
 KR0775  HISTORY     - Date     Condition        Report By
 KR0775  HISTORY     - 1953     MONUMENTED       CGS
 KR0775
 KR0775                          STATION DESCRIPTION
 KR0775
 KR0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0775'5.0 MI E FROM WABUSKA.
 KR0775'5.0 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0775'STATION AT WABUSKA, 1.0 MILE EAST OF LUX SIDING, 18 1/2 FEET WEST OF
 KR0775'MILEPOLE 333, 18.6 FEET SOUTH OF THE SOUTH RAIL, 3.8 FEET NORTH OF A
 KR0775'FENCE, 3.0 FEET EAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 KR0775'TRACK, AND BRAZED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT
 KR0775'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0721 ***********************************************************************
 GR0721  DESIGNATION -  A 364
 GR0721  PID         -  GR0721
 GR0721  STATE/COUNTY-  NV/CLARK
 GR0721  USGS QUAD   -  MOAPA WEST (1983)
 GR0721
 GR0721                         *CURRENT SURVEY CONTROL
 GR0721  ___________________________________________________________________
 GR0721* NAD 83(1986)-  36 39 36.     (N)    114 38 15.     (W)     SCALED    
 GR0721* NAVD 88     -       484.779  (meters)    1590.48   (feet)  ADJUSTED  
 GR0721  ___________________________________________________________________
 GR0721  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 GR0721  DYNAMIC HT  -         484.307 (meters)    1588.93  (feet)  COMP
 GR0721  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 GR0721
 GR0721  VERT ORDER  -  FIRST     CLASS II
 GR0721
 GR0721.The horizontal coordinates were scaled from a topographic map and have
 GR0721.an estimated accuracy of +/- 6 seconds.
 GR0721
 GR0721.The orthometric height was determined by differential leveling
 GR0721.and adjusted by the National Geodetic Survey in June 1991..
 GR0721
 GR0721.The geoid height was determined by GEOID03.
 GR0721
 GR0721.The dynamic height is computed by dividing the NAVD 88
 GR0721.geopotential number by the normal gravity value computed on the
 GR0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0721.degrees latitude (g = 980.6199 gals.).
 GR0721
 GR0721.The modeled gravity was interpolated from observed gravity values.
 GR0721
 GR0721;                    North         East    Units  Estimated Accuracy
 GR0721;SPC NV E     - 8,212,320.      284,560.      MT  (+/- 180 meters Scaled)
 GR0721
 GR0721                          SUPERSEDED SURVEY CONTROL
 GR0721
 GR0721  NGVD 29 (??/??/92)  484.10   (m)         1588.3    (f) COMPUTED    1 2
 GR0721
 GR0721.Superseded values are not recommended for survey control.
 GR0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0721.See file dsdata.txt to determine how the superseded data were derived.
 GR0721
 GR0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA111597(NAD 83)
 GR0721_MARKER: DB = BENCH MARK DISK
 GR0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0721_STAMPING: A 364 1963
 GR0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0721+STABILITY: SURFACE MOTION
 GR0721
 GR0721  HISTORY     - Date     Condition        Report By
 GR0721  HISTORY     - 1963     MONUMENTED       CGS
 GR0721  HISTORY     - 1982     GOOD             NGS
 GR0721
 GR0721                          STATION DESCRIPTION
 GR0721
 GR0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0721'1.1 MI SW FROM MOAPA.
 GR0721'1.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0721'AT MOAPA, 2 1/2 POLES SOUTHWEST AND ACROSS THE TRACKS FROM MILEPOLE
 GR0721'382, 71.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 37 FEET
 GR0721'SOUTH-SOUTHEAST OF THE SOUTHEAST END OF THE SOUTH CONCRETE WING WALL
 GR0721'OF BRIDGE 381.91, 28 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD,
 GR0721'14 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD, 2 1/2 FEET NORTH
 GR0721'OF A TELEPHONE POLE, 1.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT 25
 GR0721'FEET LOWER THAN THE TRACK.  A DISK ON THE TOP OF A 5/8-INCH COPPER
 GR0721'COATED ROD DRIVEN TO SUDDEN REFUSAL AT A DEPTH OF 8 FEET.  THE UPPER
 GR0721'PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.4 FOOT
 GR0721'ABOVE THE GROUND.
 GR0721
 GR0721                          STATION RECOVERY (1982)
 GR0721
 GR0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0151 ***********************************************************************
 FS0151  DESIGNATION -  A 365
 FS0151  PID         -  FS0151
 FS0151  STATE/COUNTY-  NV/CLARK
 FS0151  USGS QUAD   -  NELSON SW (1984)
 FS0151
 FS0151                         *CURRENT SURVEY CONTROL
 FS0151  ___________________________________________________________________
 FS0151* NAD 83(1986)-  35 31 58.     (N)    114 55 15.     (W)     SCALED    
 FS0151* NAVD 88     -      1048.509  (meters)    3439.98   (feet)  POSTED    
 FS0151  ___________________________________________________________________
 FS0151  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FS0151  DYNAMIC HT  -        1047.300 (meters)    3436.02  (feet)  COMP
 FS0151  MODELED GRAV-     979,445.8   (mgal)                       NAVD 88
 FS0151
 FS0151  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0151
 FS0151.The horizontal coordinates were scaled from a topographic map and have
 FS0151.an estimated accuracy of +/- 6 seconds.
 FS0151
 FS0151.The orthometric height was determined by differential leveling
 FS0151.and adjusted by the National Geodetic Survey in 1992..
 FS0151.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0151.rate of 0.0 thru 1.0 mm/km.
 FS0151
 FS0151.The geoid height was determined by GEOID03.
 FS0151
 FS0151.The dynamic height is computed by dividing the NAVD 88
 FS0151.geopotential number by the normal gravity value computed on the
 FS0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0151.degrees latitude (g = 980.6199 gals.).
 FS0151
 FS0151.The modeled gravity was interpolated from observed gravity values.
 FS0151
 FS0151;                    North         East    Units  Estimated Accuracy
 FS0151;SPC NV E     - 8,087,040.      260,080.      MT  (+/- 180 meters Scaled)
 FS0151
 FS0151                          SUPERSEDED SURVEY CONTROL
 FS0151
 FS0151  NGVD 29 (??/??/92) 1047.673  (m)         3437.24   (f) ADJ UNCH    1 2
 FS0151
 FS0151.Superseded values are not recommended for survey control.
 FS0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0151.See file dsdata.txt to determine how the superseded data were derived.
 FS0151
 FS0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV885341(NAD 83)
 FS0151_MARKER: DB = BENCH MARK DISK
 FS0151_SETTING: 66 = SET IN ROCK OUTCROP
 FS0151_SP_SET: ROCK OUTCROP
 FS0151_STAMPING: A 365 1963
 FS0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0151+STABILITY: POSITION/ELEVATION WELL
 FS0151
 FS0151  HISTORY     - Date     Condition        Report By
 FS0151  HISTORY     - 1963     MONUMENTED       CGS
 FS0151
 FS0151                          STATION DESCRIPTION
 FS0151
 FS0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FS0151'5.3 MI N FROM SEARCHLIGHT.
 FS0151'5.3 MILES NORTH ALONG ABANDONED STATE HIGHWAY 5 FROM THE POST
 FS0151'OFFICE AT SEARCHLIGHT, 0.4 MILE WEST OF U.S. HIGHWAY 95, 116
 FS0151'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION OF AN
 FS0151'EAST-WEST GRADED ROAD, IN THE TOP OF A CONGLOMERATE OUTCROP WHICH
 FS0151'PROJECTS 1 1/2 FEET ABOVE THE GROUND, 65 FEET EAST OF THE CENTER LINE
 FS0151'OF THE ABANDONED HIGHWAY, 132.5 FEET SOUTH-SOUTHEAST AND ACROSS THE
 FS0151'GRADED ROAD FROM BENCH MARK L 149, 57 FEET EAST OF THE CENTER LINE
 FS0151'OF A GRADED ROAD ALONG A PIPE LINE, 12 FEET EAST OF THE CENTER LINE
 FS0151'OF AN ABANDONED ROAD, AN ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0525 ***********************************************************************
 GR0525  DESIGNATION -  A 366
 GR0525  PID         -  GR0525
 GR0525  STATE/COUNTY-  NV/CLARK
 GR0525  USGS QUAD   -  BOULDER BEACH (1970)
 GR0525
 GR0525                         *CURRENT SURVEY CONTROL
 GR0525  ___________________________________________________________________
 GR0525* NAD 83(1986)-  36 01 54.     (N)    114 48 04.     (W)     SCALED    
 GR0525* NAVD 88     -       409.308  (meters)    1342.87   (feet)  POSTED    
 GR0525  ___________________________________________________________________
 GR0525  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GR0525  DYNAMIC HT  -         408.910 (meters)    1341.57  (feet)  COMP
 GR0525  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 GR0525
 GR0525  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0525
 GR0525.The horizontal coordinates were scaled from a topographic map and have
 GR0525.an estimated accuracy of +/- 6 seconds.
 GR0525
 GR0525.The orthometric height was determined by differential leveling
 GR0525.and adjusted by the National Geodetic Survey in 1992..
 GR0525.No vertical observational check was made to the station.
 GR0525.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0525.was located on a no-check spur therefore a value was not computed.
 GR0525
 GR0525.The geoid height was determined by GEOID03.
 GR0525
 GR0525.The dynamic height is computed by dividing the NAVD 88
 GR0525.geopotential number by the normal gravity value computed on the
 GR0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0525.degrees latitude (g = 980.6199 gals.).
 GR0525
 GR0525.The modeled gravity was interpolated from observed gravity values.
 GR0525
 GR0525;                    North         East    Units  Estimated Accuracy
 GR0525;SPC NV E     - 8,142,470.      270,490.      MT  (+/- 180 meters Scaled)
 GR0525
 GR0525                          SUPERSEDED SURVEY CONTROL
 GR0525
 GR0525  NGVD 29 (??/??/92)  408.609  (m)         1340.58   (f) ADJ UNCH    1 2
 GR0525
 GR0525.Superseded values are not recommended for survey control.
 GR0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0525.See file dsdata.txt to determine how the superseded data were derived.
 GR0525
 GR0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV981896(NAD 83)
 GR0525_MARKER: DB = BENCH MARK DISK
 GR0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0525_STAMPING: A 366 1963
 GR0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0525+STABILITY: SURFACE MOTION
 GR0525
 GR0525  HISTORY     - Date     Condition        Report By
 GR0525  HISTORY     - 1963     MONUMENTED       CGS
 GR0525  HISTORY     - 1990     GOOD             USPSQD
 GR0525
 GR0525                          STATION DESCRIPTION
 GR0525
 GR0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0525'5.85 MI NE FROM BOULDER CITY.
 GR0525'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 93 FROM THE U.S. BUREAU OF
 GR0525'RECLAMATION ADMINISTRATION BUILDING AT BOULDER CITY, THENCE 1.75 MILES
 GR0525'NORTH ALONG STATE HIGHWAY 41, 0.2 MILE SOUTH OF THE JUNCTION OF AN
 GR0525'ASPHALT ROAD EAST TO THE TRAILER VILLAGE, 40 FEET EAST OF THE CENTER
 GR0525'LINE OF THE HIGHWAY, 34 FEET SOUTHEAST OF A SLOW 4 JUNCTIONS SIGN, 2.1
 GR0525'FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 GR0525'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR0525
 GR0525                          STATION RECOVERY (1990)
 GR0525
 GR0525'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0156 ***********************************************************************
 FS0156  DESIGNATION -  A 367
 FS0156  PID         -  FS0156
 FS0156  STATE/COUNTY-  NV/CLARK
 FS0156  USGS QUAD   -  SLOAN (1989)
 FS0156
 FS0156                         *CURRENT SURVEY CONTROL
 FS0156  ___________________________________________________________________
 FS0156* NAD 83(1986)-  35 59 28.     (N)    115 14 27.     (W)     SCALED    
 FS0156* NAVD 88     -       782.903  (meters)    2568.57   (feet)  ADJUSTED  
 FS0156  ___________________________________________________________________
 FS0156  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FS0156  DYNAMIC HT  -         782.081 (meters)    2565.88  (feet)  COMP
 FS0156  MODELED GRAV-     979,557.5   (mgal)                       NAVD 88
 FS0156
 FS0156  VERT ORDER  -  FIRST     CLASS II
 FS0156
 FS0156.The horizontal coordinates were scaled from a topographic map and have
 FS0156.an estimated accuracy of +/- 6 seconds.
 FS0156
 FS0156.The orthometric height was determined by differential leveling
 FS0156.and adjusted by the National Geodetic Survey in June 1991..
 FS0156
 FS0156.The geoid height was determined by GEOID03.
 FS0156
 FS0156.The dynamic height is computed by dividing the NAVD 88
 FS0156.geopotential number by the normal gravity value computed on the
 FS0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0156.degrees latitude (g = 980.6199 gals.).
 FS0156
 FS0156.The modeled gravity was interpolated from observed gravity values.
 FS0156
 FS0156;                    North         East    Units  Estimated Accuracy
 FS0156;SPC NV E     - 8,137,740.      230,880.      MT  (+/- 180 meters Scaled)
 FS0156
 FS0156                          SUPERSEDED SURVEY CONTROL
 FS0156
 FS0156  NGVD 29 (??/??/92)  782.159  (m)         2566.13   (f) ADJ UNCH    1 2
 FS0156
 FS0156.Superseded values are not recommended for survey control.
 FS0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0156.See file dsdata.txt to determine how the superseded data were derived.
 FS0156
 FS0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV585843(NAD 83)
 FS0156_MARKER: DB = BENCH MARK DISK
 FS0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0156_SP_SET: BRIDGE
 FS0156_STAMPING: A 367 1963
 FS0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0156
 FS0156  HISTORY     - Date     Condition        Report By
 FS0156  HISTORY     - 1963     MONUMENTED       CGS
 FS0156  HISTORY     - 1980     GOOD             NGS
 FS0156
 FS0156                          STATION DESCRIPTION
 FS0156
 FS0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FS0156'13.6 MI S FROM LAS VEGAS.
 FS0156'13.65 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 FS0156'STATION AT LAS VEGAS, IN THE TOP OF THE EAST END OF THE SOUTH
 FS0156'CONCRETE ABUTMENT OF BRIDGE 320.57, 4.7 FEET EAST OF THE EAST RAIL
 FS0156'1.5 FEET WEST OF THE EAST END OF THE ABUTMENT, AND ABOUT LEVEL
 FS0156'WITH THE TRACK.
 FS0156
 FS0156                          STATION RECOVERY (1980)
 FS0156
 FS0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FS0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1233 ***********************************************************************
 GR1233  DESIGNATION -  A 368
 GR1233  PID         -  GR1233
 GR1233  STATE/COUNTY-  NV/CLARK
 GR1233  USGS QUAD   -  BLUE DIAMOND NE (1983)
 GR1233
 GR1233                         *CURRENT SURVEY CONTROL
 GR1233  ___________________________________________________________________
 GR1233* NAD 83(1986)-  36 09 10.     (N)    115 20 33.     (W)     SCALED    
 GR1233* NAVD 88     -       946.89   (+/-2cm)    3106.6    (feet)  VERTCON   
 GR1233  ___________________________________________________________________
 GR1233  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 GR1233
 GR1233  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1233
 GR1233.The horizontal coordinates were scaled from a topographic map and have
 GR1233.an estimated accuracy of +/- 6 seconds.
 GR1233
 GR1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1233.The vertical order pertains to the NGVD 29 superseded value.
 GR1233
 GR1233.The geoid height was determined by GEOID03.
 GR1233
 GR1233;                    North         East    Units  Estimated Accuracy
 GR1233;SPC NV E     - 8,155,650.      221,670.      MT  (+/- 180 meters Scaled)
 GR1233
 GR1233                          SUPERSEDED SURVEY CONTROL
 GR1233
 GR1233  NGVD 29 (??/??/92)  946.172  (m)         3104.23   (f) ADJ UNCH    1 2
 GR1233
 GR1233.Superseded values are not recommended for survey control.
 GR1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1233.See file dsdata.txt to determine how the superseded data were derived.
 GR1233
 GR1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA491021(NAD 83)
 GR1233_MARKER: DB = BENCH MARK DISK
 GR1233_SETTING: 66 = SET IN ROCK OUTCROP
 GR1233_SP_SET: OUTCROP
 GR1233_STAMPING: A 368 1963
 GR1233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1233+STABILITY: POSITION/ELEVATION WELL
 GR1233
 GR1233  HISTORY     - Date     Condition        Report By
 GR1233  HISTORY     - 1963     MONUMENTED       CGS
 GR1233  HISTORY     - 1972     GOOD             USGS
 GR1233  HISTORY     - 19961120 MARK NOT FOUND   USPSQD
 GR1233
 GR1233                          STATION DESCRIPTION
 GR1233
 GR1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1233'12.45 MI W FROM LAS VEGAS.
 GR1233'1.0 MILES SOUTH ALONG THE UNION LAS VEGAS, THENCE 11.45 MILES WEST
 GR1233'ALONG CHARLESTON BOULEVARD, 0.1 MILE EAST OF THE INTERSECTION OF A
 GR1233'DIRT ROAD, 0.05 MILE WEST OF A POINT WHERE THE BOULEVARD DROPS DOWN A
 GR1233'HILL, ON THE NORTH RIM OF A HILL, IN THE TOP OF A 4 BY 4-FOOT
 GR1233'CONGLOMERATE OUTCROP WHICH PROJECTS ABOUT 0.1 FOOT ABOVE THE GROUND,
 GR1233'208 FEET SOUTH OF THE CENTER LINE OF THE BOULEVARD, 16.3 FEET WEST OF
 GR1233'A WITNESS POST, AND ABOUT 15 FEET HIGHER THAN THE BOULEVARD.
 GR1233
 GR1233                          STATION RECOVERY (1972)
 GR1233
 GR1233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GR1233'RECOVERED IN GOOD CONDITION.
 GR1233
 GR1233                          STATION RECOVERY (1996)
 GR1233
 GR1233'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0946 ***********************************************************************
 GR0946  DESIGNATION -  A 369
 GR0946  PID         -  GR0946
 GR0946  STATE/COUNTY-  NV/CLARK
 GR0946  USGS QUAD   -  LAS VEGAS NW (1983)
 GR0946
 GR0946                         *CURRENT SURVEY CONTROL
 GR0946  ___________________________________________________________________
 GR0946* NAD 83(1986)-  36 14 20.     (N)    115 12 09.     (W)     SCALED    
 GR0946* NAVD 88     -       672.95   (+/-2cm)    2207.8    (feet)  VERTCON   
 GR0946  ___________________________________________________________________
 GR0946  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 GR0946
 GR0946  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0946
 GR0946.The horizontal coordinates were scaled from a topographic map and have
 GR0946.an estimated accuracy of +/- 6 seconds.
 GR0946
 GR0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0946.The vertical order pertains to the NGVD 29 superseded value.
 GR0946
 GR0946.The geoid height was determined by GEOID03.
 GR0946
 GR0946;                    North         East    Units  Estimated Accuracy
 GR0946;SPC NV E     - 8,165,240.      234,230.      MT  (+/- 180 meters Scaled)
 GR0946
 GR0946                          SUPERSEDED SURVEY CONTROL
 GR0946
 GR0946  NGVD 29 (??/??/92)  672.310  (m)         2205.74   (f) ADJ UNCH    1 2
 GR0946
 GR0946.Superseded values are not recommended for survey control.
 GR0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0946.See file dsdata.txt to determine how the superseded data were derived.
 GR0946
 GR0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA615119(NAD 83)
 GR0946_MARKER: DB = BENCH MARK DISK
 GR0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0946_STAMPING: A 369 1963
 GR0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0946+STABILITY: SURFACE MOTION
 GR0946
 GR0946  HISTORY     - Date     Condition        Report By
 GR0946  HISTORY     - 1963     MONUMENTED       CGS
 GR0946  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR0946
 GR0946                          STATION DESCRIPTION
 GR0946
 GR0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0946'9.4 MI N FROM LAS VEGAS.
 GR0946'7.7 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR0946'RAILROAD STATION AT LAS VEGAS, THENCE 1.7 MILES EAST ALONG CRAIG ROAD,
 GR0946'AT THE JUNCTION OF SAN MATEO STREET, 32 FEET SOUTH OF THE CENTER LINE
 GR0946'OF THE ROAD, 29 FEET EAST OF THE CENTER LINE OF THE STREET, 1.5 FEET
 GR0946'SOUTH OF A 4- BY 4-INCH POST BEARING STREET NAMES, 1.8 FEET WEST OF A
 GR0946'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 GR0946'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR0946
 GR0946                          STATION RECOVERY (1996)
 GR0946
 GR0946'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0034 ***********************************************************************
 LQ0034  DESIGNATION -  A 37
 LQ0034  PID         -  LQ0034
 LQ0034  STATE/COUNTY-  NV/ELKO
 LQ0034  USGS QUAD   -  OLA (1972)
 LQ0034
 LQ0034                         *CURRENT SURVEY CONTROL
 LQ0034  ___________________________________________________________________
 LQ0034* NAD 83(1986)-  40 43 44.     (N)    114 08 47.     (W)     SCALED    
 LQ0034* NAVD 88     -      1416.751  (meters)    4648.12   (feet)  ADJUSTED  
 LQ0034  ___________________________________________________________________
 LQ0034  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 LQ0034  DYNAMIC HT  -        1415.609 (meters)    4644.38  (feet)  COMP
 LQ0034  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 LQ0034
 LQ0034  VERT ORDER  -  SECOND    CLASS 0
 LQ0034
 LQ0034.The horizontal coordinates were scaled from a topographic map and have
 LQ0034.an estimated accuracy of +/- 6 seconds.
 LQ0034
 LQ0034.The orthometric height was determined by differential leveling
 LQ0034.and adjusted by the National Geodetic Survey in June 1991..
 LQ0034
 LQ0034.The geoid height was determined by GEOID03.
 LQ0034
 LQ0034.The dynamic height is computed by dividing the NAVD 88
 LQ0034.geopotential number by the normal gravity value computed on the
 LQ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0034.degrees latitude (g = 980.6199 gals.).
 LQ0034
 LQ0034.The modeled gravity was interpolated from observed gravity values.
 LQ0034
 LQ0034;                    North         East    Units  Estimated Accuracy
 LQ0034;SPC NV E     - 8,664,540.      321,380.      MT  (+/- 180 meters Scaled)
 LQ0034
 LQ0034                          SUPERSEDED SURVEY CONTROL
 LQ0034
 LQ0034  NGVD 29 (??/??/92) 1415.742  (m)         4644.81   (f) ADJ UNCH    2 0
 LQ0034
 LQ0034.Superseded values are not recommended for survey control.
 LQ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0034.See file dsdata.txt to determine how the superseded data were derived.
 LQ0034
 LQ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF409125(NAD 83)
 LQ0034_MARKER: DB = BENCH MARK DISK
 LQ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0034_STAMPING: A 37 1934
 LQ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0034+STABILITY: SURFACE MOTION
 LQ0034
 LQ0034  HISTORY     - Date     Condition        Report By
 LQ0034  HISTORY     - 1934     MONUMENTED       CGS
 LQ0034  HISTORY     - 1958     GOOD             NGS
 LQ0034
 LQ0034                          STATION DESCRIPTION
 LQ0034
 LQ0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LQ0034'7.7 MI W FROM WENDOVER, UT.
 LQ0034'IN ELKO COUNTY, NEVADA, 7.7 MILES WEST ALONG THE WESTERN PACIFIC
 LQ0034'RAILROAD FROM THE UTAH-NEVADA STATE LINE AT WENDOVER, TOOELE COUNTY,
 LQ0034'UTAH, 132 FEET EAST OF MILEPOST 798, 87 FEET EAST OF THE CENTERLINE OF
 LQ0034'THE TRACK, ABOUT 6 FEET LOWER THAN THE RAIL, AND SET IN THE TOP OF A
 LQ0034'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1047 ***********************************************************************
 GR1047  DESIGNATION -  A 370
 GR1047  PID         -  GR1047
 GR1047  STATE/COUNTY-  NV/CLARK
 GR1047  USGS QUAD   -  LAS VEGAS SE (1984)
 GR1047
 GR1047                         *CURRENT SURVEY CONTROL
 GR1047  ___________________________________________________________________
 GR1047* NAD 83(1986)-  36 06 02.     (N)    115 03 30.     (W)     SCALED    
 GR1047* NAVD 88     -       514.16   (+/-2cm)    1686.9    (feet)  VERTCON   
 GR1047  ___________________________________________________________________
 GR1047  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GR1047
 GR1047  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1047
 GR1047.The horizontal coordinates were scaled from a topographic map and have
 GR1047.an estimated accuracy of +/- 6 seconds.
 GR1047
 GR1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1047.The vertical order pertains to the NGVD 29 superseded value.
 GR1047
 GR1047.The geoid height was determined by GEOID03.
 GR1047
 GR1047;                    North         East    Units  Estimated Accuracy
 GR1047;SPC NV E     - 8,149,960.      247,270.      MT  (+/- 180 meters Scaled)
 GR1047
 GR1047                          SUPERSEDED SURVEY CONTROL
 GR1047
 GR1047  NGVD 29 (??/??/92)  513.470  (m)         1684.61   (f) ADJ UNCH    1 2
 GR1047
 GR1047.Superseded values are not recommended for survey control.
 GR1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1047.See file dsdata.txt to determine how the superseded data were derived.
 GR1047
 GR1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV747968(NAD 83)
 GR1047_MARKER: DB = BENCH MARK DISK
 GR1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1047_STAMPING: A 370 1963
 GR1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1047+STABILITY: SURFACE MOTION
 GR1047
 GR1047  HISTORY     - Date     Condition        Report By
 GR1047  HISTORY     - 1963     MONUMENTED       CGS
 GR1047  HISTORY     - 19961122 GOOD             USPSQD
 GR1047
 GR1047                          STATION DESCRIPTION
 GR1047
 GR1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1047'1.0 MI NW FROM EAST LAS VEGAS.
 GR1047'0.55 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT
 GR1047'EAST LAS VEGAS, THENCE 0.45 MILES WEST ALONG TROPICANA AVENUE, AT THE
 GR1047'JUNCTION OF SACKS DRIVE, AT THE SOUTHWEST CORNER OF THE YARD AROUND
 GR1047'DESERT HILLS APARTMENTS, 64 FEET NORTH OF THE CENTER LINE OF THE
 GR1047'AVENUE, 30 FEET EAST OF THE CENTERLINE OF THE DRIVE, 2.0 FEET
 GR1047'NORTH-WEST OF THE NORTHWEST SIDE OF AN 8-INCH METAL LAMP POST D H 175,
 GR1047'28.2 FEET WEST OF THE CENTER OF A FIRE HYDRANT, 0.7 FOOT NORTHEAST OF
 GR1047'THE NORTHEAST EDGE OF A SIDEWALK, ABOUT LEVEL WITH THE AVENUE, AND SET
 GR1047'IN THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE SIDEWALK.
 GR1047
 GR1047                          STATION RECOVERY (1996)
 GR1047
 GR1047'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1170 ***********************************************************************
 GR1170  DESIGNATION -  A 371
 GR1170  PID         -  GR1170
 GR1170  STATE/COUNTY-  NV/CLARK
 GR1170  USGS QUAD   -  CORN CREEK SPRINGS NW (1974)
 GR1170
 GR1170                         *CURRENT SURVEY CONTROL
 GR1170  ___________________________________________________________________
 GR1170* NAD 83(1986)-  36 25 10.     (N)    115 26 42.     (W)     SCALED    
 GR1170* NAVD 88     -      1023.826  (meters)    3359.00   (feet)  ADJUSTED  
 GR1170  ___________________________________________________________________
 GR1170  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GR1170  DYNAMIC HT  -        1022.719 (meters)    3355.37  (feet)  COMP
 GR1170  MODELED GRAV-     979,516.8   (mgal)                       NAVD 88
 GR1170
 GR1170  VERT ORDER  -  FIRST     CLASS II
 GR1170
 GR1170.The horizontal coordinates were scaled from a topographic map and have
 GR1170.an estimated accuracy of +/- 6 seconds.
 GR1170
 GR1170.The orthometric height was determined by differential leveling
 GR1170.and adjusted by the National Geodetic Survey in June 1991..
 GR1170
 GR1170.The geoid height was determined by GEOID03.
 GR1170
 GR1170.The dynamic height is computed by dividing the NAVD 88
 GR1170.geopotential number by the normal gravity value computed on the
 GR1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1170.degrees latitude (g = 980.6199 gals.).
 GR1170
 GR1170.The modeled gravity was interpolated from observed gravity values.
 GR1170
 GR1170;                    North         East    Units  Estimated Accuracy
 GR1170;SPC NV E     - 8,185,220.      212,410.      MT  (+/- 180 meters Scaled)
 GR1170
 GR1170                          SUPERSEDED SURVEY CONTROL
 GR1170
 GR1170  NGVD 29 (05/01/91) 1023.038  (m)         3356.42   (f) ADJUSTED    1 2
 GR1170
 GR1170.Superseded values are not recommended for survey control.
 GR1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1170.See file dsdata.txt to determine how the superseded data were derived.
 GR1170
 GR1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA394315(NAD 83)
 GR1170_MARKER: DB = BENCH MARK DISK
 GR1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1170_STAMPING: A 371 1963
 GR1170_MARK LOGO: CGS   
 GR1170_PROJECTION: PROJECTING 30 CENTIMETERS
 GR1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1170+STABILITY: SURFACE MOTION
 GR1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR1170+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2002
 GR1170
 GR1170  HISTORY     - Date     Condition        Report By
 GR1170  HISTORY     - 1963     MONUMENTED       CGS
 GR1170  HISTORY     - 1980     GOOD             NGS
 GR1170  HISTORY     - 1983     GOOD             NGS
 GR1170  HISTORY     - 20020413 GOOD             USGS-R
 GR1170
 GR1170                          STATION DESCRIPTION
 GR1170
 GR1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1170'26.0 MI NW FROM LAS VEGAS.
 GR1170'24.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1170'RAILROAD STATION AT LAS VEGAS, THENCE 1.35 MILES WEST ALONG A TRACK
 GR1170'ROAD AND POWER LINE, 13 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2
 GR1170'FEET WEST OF POWER POLE 9, 1.7 FEET EAST OF A WITNESS POST, ABOUT 1
 GR1170'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GR1170'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR1170
 GR1170                          STATION RECOVERY (1980)
 GR1170
 GR1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1170'2.1 KILOMETERS (1.3 MILES) WEST ALONG BONANZA ROAD FROM ITS JUNCTION
 GR1170'WITH THE INTERSTATE HIGHWAY 15 OVERPASS IN LAS VEGAS, THENCE 34.8
 GR1170'KILOMETERS (21.65 MILES) NORTHWEST ALONG RANCHO DRIVE (U. S. HIGHWAY
 GR1170'95), THENCE 2.2 KILOMETERS (1.35 MILES) WEST ALONG A GRAVEL ROAD
 GR1170'LEADING TO AN ELECTRICAL SUBSTATION, 1.6 KILOMETERS (1 MILE) WEST
 GR1170'OF THE SUBSTATION, 4.0 METERS (13 FEET) NORTH OF THE CENTERLINE OF
 GR1170'THE GRAVEL ROAD AND 0.6 METERS (2 FEET) WEST OF POWER POLE 9.
 GR1170'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 GR1170'THE MARK IS 0.3 M ABOVE ROAD.
 GR1170
 GR1170                          STATION RECOVERY (1983)
 GR1170
 GR1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR1170'RECOVERED IN GOOD CONDITION.
 GR1170
 GR1170                          STATION RECOVERY (2002)
 GR1170
 GR1170'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2002 (DPB)
 GR1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0265 ***********************************************************************
 KR0265  DESIGNATION -  A 372
 KR0265  PID         -  KR0265
 KR0265  STATE/COUNTY-  NV/CHURCHILL
 KR0265  USGS QUAD   -  FALLON (1985)
 KR0265
 KR0265                         *CURRENT SURVEY CONTROL
 KR0265  ___________________________________________________________________
 KR0265* NAD 83(1986)-  39 29 19.     (N)    118 46 32.     (W)     SCALED    
 KR0265* NAVD 88     -      1209.787  (meters)    3969.11   (feet)  ADJUSTED  
 KR0265  ___________________________________________________________________
 KR0265  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR0265  DYNAMIC HT  -        1208.750 (meters)    3965.71  (feet)  COMP
 KR0265  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 KR0265
 KR0265  VERT ORDER  -  FIRST     CLASS II
 KR0265
 KR0265.The horizontal coordinates were scaled from a topographic map and have
 KR0265.an estimated accuracy of +/- 6 seconds.
 KR0265
 KR0265.The orthometric height was determined by differential leveling
 KR0265.and adjusted by the National Geodetic Survey in June 1991..
 KR0265
 KR0265.The geoid height was determined by GEOID03.
 KR0265
 KR0265.The dynamic height is computed by dividing the NAVD 88
 KR0265.geopotential number by the normal gravity value computed on the
 KR0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0265.degrees latitude (g = 980.6199 gals.).
 KR0265
 KR0265.The modeled gravity was interpolated from observed gravity values.
 KR0265
 KR0265;                    North         East    Units  Estimated Accuracy
 KR0265;SPC NV W     - 4,525,860.      783,470.      MT  (+/- 180 meters Scaled)
 KR0265
 KR0265                          SUPERSEDED SURVEY CONTROL
 KR0265
 KR0265  NGVD 29 (??/??/92) 1208.830  (m)         3965.97   (f) ADJ UNCH    1 2
 KR0265
 KR0265.Superseded values are not recommended for survey control.
 KR0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0265.See file dsdata.txt to determine how the superseded data were derived.
 KR0265
 KR0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD473725(NAD 83)
 KR0265_MARKER: DB = BENCH MARK DISK
 KR0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0265_SP_SET: CONCRETE BASE
 KR0265_STAMPING: A 372 1967
 KR0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0265
 KR0265  HISTORY     - Date     Condition        Report By
 KR0265  HISTORY     - 1967     MONUMENTED       CGS
 KR0265
 KR0265                          STATION DESCRIPTION
 KR0265
 KR0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KR0265'1.0 MI N FROM FALLON.
 KR0265'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAYS 95 ALTERNATE AND 50, WHICH IS
 KR0265'WILLIAMS AVENUE, FROM THE CITY HALL AT FALLON, THENCE 0.95 MILE NORTH
 KR0265'ALONG U.S. HIGHWAY 95, WHICH IS MAIN STREET, IN SECTION 30, T 19 N, R
 KR0265'29 E, 15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE NORTH
 KR0265'END OF THE WEST CONCRETE BASE FOR A GUARD RAIL ON A HIGHWAY BRIDGE
 KR0265'OVER AN IRRIGATION CANAL, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 KR0265'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0042 ***********************************************************************
 HQ0042  DESIGNATION -  A 373
 HQ0042  PID         -  HQ0042
 HQ0042  STATE/COUNTY-  NV/NYE
 HQ0042  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0042
 HQ0042                         *CURRENT SURVEY CONTROL
 HQ0042  ___________________________________________________________________
 HQ0042* NAD 83(1986)-  37 52 04.     (N)    116 40 15.     (W)     SCALED    
 HQ0042* NAVD 88     -      1665.469  (meters)    5464.13   (feet)  ADJUSTED  
 HQ0042  ___________________________________________________________________
 HQ0042  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 HQ0042  DYNAMIC HT  -        1663.598 (meters)    5457.99  (feet)  COMP
 HQ0042  MODELED GRAV-     979,447.6   (mgal)                       NAVD 88
 HQ0042
 HQ0042  VERT ORDER  -  FIRST     CLASS II
 HQ0042
 HQ0042.The horizontal coordinates were scaled from a topographic map and have
 HQ0042.an estimated accuracy of +/- 6 seconds.
 HQ0042
 HQ0042.The orthometric height was determined by differential leveling
 HQ0042.and adjusted by the National Geodetic Survey in June 1991..
 HQ0042
 HQ0042.The geoid height was determined by GEOID03.
 HQ0042
 HQ0042.The dynamic height is computed by dividing the NAVD 88
 HQ0042.geopotential number by the normal gravity value computed on the
 HQ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0042.degrees latitude (g = 980.6199 gals.).
 HQ0042
 HQ0042.The modeled gravity was interpolated from observed gravity values.
 HQ0042
 HQ0042;                    North         East    Units  Estimated Accuracy
 HQ0042;SPC NV C     - 6,345,930.      499,630.      MT  (+/- 180 meters Scaled)
 HQ0042
 HQ0042                          SUPERSEDED SURVEY CONTROL
 HQ0042
 HQ0042.No superseded survey control is available for this station.
 HQ0042
 HQ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB289911(NAD 83)
 HQ0042_MARKER: DB = BENCH MARK DISK
 HQ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0042_STAMPING: A 373 1968
 HQ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0042+STABILITY: SURFACE MOTION
 HQ0042
 HQ0042  HISTORY     - Date     Condition        Report By
 HQ0042  HISTORY     - 1968     MONUMENTED       CGS
 HQ0042
 HQ0042                          STATION DESCRIPTION
 HQ0042
 HQ0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0042'5.9 MI SE FROM TONOPAH TEST RANGE.
 HQ0042'1.1 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM POINT ABLE AT
 HQ0042'TONOPAH TEST RANGE, THENCE 3.7 MILES EAST ALONG A GRAVELED
 HQ0042'ROAD, THENCE 1.1 MILES SOUTHEAST ALONG A GRAVELED ROAD, 1.1
 HQ0042'MILES SOUTHEAST OF TRIANGULATION STATION CONTRAVES 12, 62 FEET
 HQ0042'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.4 FEET SOUTHEAST
 HQ0042'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 HQ0042'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0242 ***********************************************************************
 HQ0242  DESIGNATION -  A 374
 HQ0242  PID         -  HQ0242
 HQ0242  STATE/COUNTY-  NV/NYE
 HQ0242  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0242
 HQ0242                         *CURRENT SURVEY CONTROL
 HQ0242  ___________________________________________________________________
 HQ0242* NAD 83(1986)-  37 40 19.     (N)    116 42 22.     (W)     SCALED    
 HQ0242* NAVD 88     -      1718.236  (meters)    5637.25   (feet)  ADJUSTED  
 HQ0242  ___________________________________________________________________
 HQ0242  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 HQ0242  DYNAMIC HT  -        1716.276 (meters)    5630.82  (feet)  COMP
 HQ0242  MODELED GRAV-     979,428.3   (mgal)                       NAVD 88
 HQ0242
 HQ0242  VERT ORDER  -  FIRST     CLASS II
 HQ0242
 HQ0242.The horizontal coordinates were scaled from a topographic map and have
 HQ0242.an estimated accuracy of +/- 6 seconds.
 HQ0242
 HQ0242.The orthometric height was determined by differential leveling
 HQ0242.and adjusted by the National Geodetic Survey in June 1991..
 HQ0242
 HQ0242.The geoid height was determined by GEOID03.
 HQ0242
 HQ0242.The dynamic height is computed by dividing the NAVD 88
 HQ0242.geopotential number by the normal gravity value computed on the
 HQ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0242.degrees latitude (g = 980.6199 gals.).
 HQ0242
 HQ0242.The modeled gravity was interpolated from observed gravity values.
 HQ0242
 HQ0242;                    North         East    Units  Estimated Accuracy
 HQ0242;SPC NV C     - 6,324,200.      496,520.      MT  (+/- 180 meters Scaled)
 HQ0242
 HQ0242                          SUPERSEDED SURVEY CONTROL
 HQ0242
 HQ0242.No superseded survey control is available for this station.
 HQ0242
 HQ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB259694(NAD 83)
 HQ0242_MARKER: DB = BENCH MARK DISK
 HQ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0242_STAMPING: A 374 1968
 HQ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0242+STABILITY: SURFACE MOTION
 HQ0242
 HQ0242  HISTORY     - Date     Condition        Report By
 HQ0242  HISTORY     - 1968     MONUMENTED       CGS
 HQ0242
 HQ0242                          STATION DESCRIPTION
 HQ0242
 HQ0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0242'15.6 MI S FROM TONOPAH TEST RANGE.
 HQ0242'15.55 MILES SOUTH ALONG AN ASPHALT AND GRAVELED ROAD FROM POINT
 HQ0242'ABLE AT TONOPAH TEST RANGE, 8.45 MILES SOUTH OF THE C. P. COMPLEX,
 HQ0242'1.0 MILE NORTH OF TRIANGULATION STATION 32, 0.6 MILE SOUTH OF
 HQ0242'THE JUNCTION OF A ROAD EAST TO MIDOT STATION 7, 84 FEET EAST
 HQ0242'OF THE CENTER LINE OF THE ROAD, 2.8 FEET WEST OF A WITNESS
 HQ0242'POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 HQ0242'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0599 ***********************************************************************
 KR0599  DESIGNATION -  A 375
 KR0599  PID         -  KR0599
 KR0599  STATE/COUNTY-  NV/STOREY
 KR0599  USGS QUAD   -  FERNLEY WEST (1985)
 KR0599
 KR0599                         *CURRENT SURVEY CONTROL
 KR0599  ___________________________________________________________________
 KR0599* NAD 83(1986)-  39 35 34.     (N)    119 21 42.     (W)     SCALED    
 KR0599* NAVD 88     -      1270.690  (meters)    4168.92   (feet)  ADJUSTED  
 KR0599  ___________________________________________________________________
 KR0599  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 KR0599  DYNAMIC HT  -        1269.596 (meters)    4165.33  (feet)  COMP
 KR0599  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 KR0599
 KR0599  VERT ORDER  -  FIRST     CLASS I
 KR0599
 KR0599.The horizontal coordinates were scaled from a topographic map and have
 KR0599.an estimated accuracy of +/- 6 seconds.
 KR0599
 KR0599.The orthometric height was determined by differential leveling
 KR0599.and adjusted by the National Geodetic Survey in June 1991..
 KR0599
 KR0599.The geoid height was determined by GEOID03.
 KR0599
 KR0599.The dynamic height is computed by dividing the NAVD 88
 KR0599.geopotential number by the normal gravity value computed on the
 KR0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0599.degrees latitude (g = 980.6199 gals.).
 KR0599
 KR0599.The modeled gravity was interpolated from observed gravity values.
 KR0599
 KR0599;                    North         East    Units  Estimated Accuracy
 KR0599;SPC NV W     - 4,537,690.      733,150.      MT  (+/- 180 meters Scaled)
 KR0599
 KR0599                          SUPERSEDED SURVEY CONTROL
 KR0599
 KR0599  NGVD 29 (??/??/92) 1269.69   (m)         4165.6    (f) COMPUTED    1 1
 KR0599
 KR0599.Superseded values are not recommended for survey control.
 KR0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0599.See file dsdata.txt to determine how the superseded data were derived.
 KR0599
 KR0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD972852(NAD 83)
 KR0599_MARKER: DB = BENCH MARK DISK
 KR0599_SETTING: 66 = SET IN ROCK OUTCROP
 KR0599_SP_SET: OUTCROP
 KR0599_STAMPING: A 375 1969
 KR0599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0599+STABILITY: POSITION/ELEVATION WELL
 KR0599
 KR0599  HISTORY     - Date     Condition        Report By
 KR0599  HISTORY     - 1969     MONUMENTED       CGS
 KR0599
 KR0599                          STATION DESCRIPTION
 KR0599
 KR0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KR0599'6.3 MI W FROM FERNLEY.
 KR0599'6.3 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0599'STATION AT FERNELY, 8 POLES WEST OF MILEPOLE 270, AT PAINTED ROACK, AT
 KR0599'THE FIRST ROCK CUT EAST OF A BRIDGE OVER THE TRUCKEE RIVER, SET
 KR0599'VERTICALLY IN THE NORTH FACE OF AN OUTCROP IN A CUT, 12.0 FEET SOUTH
 KR0599'OF THE SOUTH RAIL, 105 FEET EAST OF THE WEST END OF THE CUT, ABOUT 3
 KR0599'1/2 FEET HIGHER THAN THE TRACK, AND 4.5 FEET ABOVE THE GROUND. SECTION
 KR0599'23, T 20N, R 23E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0278 ***********************************************************************
 LQ0278  DESIGNATION -  A 38
 LQ0278  PID         -  LQ0278
 LQ0278  STATE/COUNTY-  NV/ELKO
 LQ0278  USGS QUAD   -  INDEPENDENCE VALLEY SW (1980)
 LQ0278
 LQ0278                         *CURRENT SURVEY CONTROL
 LQ0278  ___________________________________________________________________
 LQ0278* NAD 83(1986)-  40 49 20.     (N)    114 43 06.     (W)     SCALED    
 LQ0278* NAVD 88     -      1705.681  (meters)    5596.06   (feet)  ADJUSTED  
 LQ0278  ___________________________________________________________________
 LQ0278  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 LQ0278  DYNAMIC HT  -        1704.204 (meters)    5591.21  (feet)  COMP
 LQ0278  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 LQ0278
 LQ0278  VERT ORDER  -  SECOND    CLASS 0
 LQ0278
 LQ0278.The horizontal coordinates were scaled from a topographic map and have
 LQ0278.an estimated accuracy of +/- 6 seconds.
 LQ0278
 LQ0278.The orthometric height was determined by differential leveling
 LQ0278.and adjusted by the National Geodetic Survey in June 1991..
 LQ0278
 LQ0278.The geoid height was determined by GEOID03.
 LQ0278
 LQ0278.The dynamic height is computed by dividing the NAVD 88
 LQ0278.geopotential number by the normal gravity value computed on the
 LQ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0278.degrees latitude (g = 980.6199 gals.).
 LQ0278
 LQ0278.The modeled gravity was interpolated from observed gravity values.
 LQ0278
 LQ0278;                    North         East    Units  Estimated Accuracy
 LQ0278;SPC NV E     - 8,674,270.      272,970.      MT  (+/- 180 meters Scaled)
 LQ0278
 LQ0278                          SUPERSEDED SURVEY CONTROL
 LQ0278
 LQ0278  NGVD 29 (??/??/92) 1704.529  (m)         5592.28   (f) ADJ UNCH    2 0
 LQ0278
 LQ0278.Superseded values are not recommended for survey control.
 LQ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0278.See file dsdata.txt to determine how the superseded data were derived.
 LQ0278
 LQ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF924215(NAD 83)
 LQ0278_MARKER: DB = BENCH MARK DISK
 LQ0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0278_STAMPING: A 38 1934
 LQ0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0278+STABILITY: SURFACE MOTION
 LQ0278
 LQ0278  HISTORY     - Date     Condition        Report By
 LQ0278  HISTORY     - 1934     MONUMENTED       CGS
 LQ0278
 LQ0278                          STATION DESCRIPTION
 LQ0278
 LQ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0278'21.9 MI W FROM SHAFTER.
 LQ0278'21.9 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 LQ0278'AT SHAFTER, ELKO COUNTY, 48 FEET SOUTH OF MILEPOST 744, 93 FEET SOUTH
 LQ0278'OF THE CENTERLINE OF THE TRACK, AT THE SOUTH EDGE OF A DIM WAGON ROAD,
 LQ0278'AND ABOUT 3 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED A 38
 LQ0278'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0374 ***********************************************************************
 KR0374  DESIGNATION -  A 381
 KR0374  PID         -  KR0374
 KR0374  STATE/COUNTY-  NV/MINERAL
 KR0374  USGS QUAD   -  RED RIDGE (1987)
 KR0374
 KR0374                         *CURRENT SURVEY CONTROL
 KR0374  ___________________________________________________________________
 KR0374* NAD 83(1986)-  39 03 09.     (N)    118 32 01.     (W)     SCALED    
 KR0374* NAVD 88     -      1368.52   (+/-2cm)    4489.9    (feet)  VERTCON   
 KR0374  ___________________________________________________________________
 KR0374  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 KR0374
 KR0374  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0374
 KR0374.The horizontal coordinates were scaled from a topographic map and have
 KR0374.an estimated accuracy of +/- 6 seconds.
 KR0374
 KR0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0374.The vertical order pertains to the NGVD 29 superseded value.
 KR0374
 KR0374.The geoid height was determined by GEOID03.
 KR0374
 KR0374;                    North         East    Units  Estimated Accuracy
 KR0374;SPC NV W     - 4,477,430.      804,300.      MT  (+/- 180 meters Scaled)
 KR0374
 KR0374                          SUPERSEDED SURVEY CONTROL
 KR0374
 KR0374  NGVD 29 (??/??/92) 1367.470  (m)         4486.44   (f) ADJ UNCH    1 2
 KR0374
 KR0374.Superseded values are not recommended for survey control.
 KR0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0374.See file dsdata.txt to determine how the superseded data were derived.
 KR0374
 KR0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD672237(NAD 83)
 KR0374_MARKER: DB = BENCH MARK DISK
 KR0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0374_STAMPING: A 381 1955
 KR0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0374+STABILITY: SURFACE MOTION
 KR0374
 KR0374  HISTORY     - Date     Condition        Report By
 KR0374  HISTORY     - 1955     MONUMENTED       CGS
 KR0374
 KR0374                          STATION DESCRIPTION
 KR0374
 KR0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0374'9.5 MI NW FROM RAWHIDE.
 KR0374'9.5 MILES NORTHWEST ALONG A COUNTY GRADED ROAD FROM THE GRUTT BROTHERS
 KR0374'MINING COMPANY OFFICE AT RAWHIDE, 312 FEET SOUTHWEST OF THE
 KR0374'APPROXIMATE CENTER OF A PROMINENT CURVE AND THE CENTER OF THE Y
 KR0374'JUNCTION OF A TRACK ROAD LEADING NORTH, 36 FEET NORTHWEST OF THE
 KR0374'CENTER LINE OF THE ROAD, 14 1/2 FEET NORTHWEST OF THE CENTER LINE OF A
 KR0374'DIM TRACK ROAD (A FORMER ALIGNMENT OF THE PRESENT ROAD), 1.6 FEET
 KR0374'NORTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD,
 KR0374'ABOUT 1 FOOT HIGHER THAN THE OLD ROAD, AND SET IN THE TOP OF A
 KR0374'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0398 ***********************************************************************
 JQ0398  DESIGNATION -  A 382
 JQ0398  PID         -  JQ0398
 JQ0398  STATE/COUNTY-  NV/NYE
 JQ0398  USGS QUAD   -  DOWNEYVILLE (1988)
 JQ0398
 JQ0398                         *CURRENT SURVEY CONTROL
 JQ0398  ___________________________________________________________________
 JQ0398* NAD 83(1986)-  38 53 02.     (N)    117 55 05.     (W)     SCALED    
 JQ0398* NAVD 88     -      1420.683  (meters)    4661.02   (feet)  ADJUSTED  
 JQ0398  ___________________________________________________________________
 JQ0398  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 JQ0398  DYNAMIC HT  -        1419.293 (meters)    4656.46  (feet)  COMP
 JQ0398  MODELED GRAV-     979,600.1   (mgal)                       NAVD 88
 JQ0398
 JQ0398  VERT ORDER  -  FIRST     CLASS II
 JQ0398
 JQ0398.The horizontal coordinates were scaled from a topographic map and have
 JQ0398.an estimated accuracy of +/- 6 seconds.
 JQ0398
 JQ0398.The orthometric height was determined by differential leveling
 JQ0398.and adjusted by the National Geodetic Survey in June 1991..
 JQ0398
 JQ0398.The geoid height was determined by GEOID03.
 JQ0398
 JQ0398.The dynamic height is computed by dividing the NAVD 88
 JQ0398.geopotential number by the normal gravity value computed on the
 JQ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0398.degrees latitude (g = 980.6199 gals.).
 JQ0398
 JQ0398.The modeled gravity was interpolated from observed gravity values.
 JQ0398
 JQ0398;                    North         East    Units  Estimated Accuracy
 JQ0398;SPC NV C     - 6,459,450.      391,430.      MT  (+/- 180 meters Scaled)
 JQ0398
 JQ0398                          SUPERSEDED SURVEY CONTROL
 JQ0398
 JQ0398  NGVD 29 (??/??/92) 1419.646  (m)         4657.62   (f) ADJ UNCH    1 2
 JQ0398
 JQ0398.Superseded values are not recommended for survey control.
 JQ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0398.See file dsdata.txt to determine how the superseded data were derived.
 JQ0398
 JQ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD203042(NAD 83)
 JQ0398_MARKER: DB = BENCH MARK DISK
 JQ0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0398_STAMPING: A 382 1955
 JQ0398_MARK LOGO: CGS   
 JQ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0398+STABILITY: SURFACE MOTION
 JQ0398
 JQ0398  HISTORY     - Date     Condition        Report By
 JQ0398  HISTORY     - 1955     MONUMENTED       CGS
 JQ0398  HISTORY     - 1984     GOOD             NGS
 JQ0398
 JQ0398                          STATION DESCRIPTION
 JQ0398
 JQ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JQ0398'1.0 MI N FROM GABBS.
 JQ0398'0.3 MILE NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JQ0398'THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY 23, AT THE T JUNCTION OF A
 JQ0398'TRACK ROAD LEADING EAST, 146.4 FEET NORTHEAST OF THE CENTER OF THE
 JQ0398'EAST END OF 60-INCH CONCRETE PIPE CULVERT E526-80, 98 FEET EAST OF THE
 JQ0398'CENTER LINE OF THE HIGHWAY, 37 FEET NORTH OF THE CENTER LINE OF THE
 JQ0398'TRACK ROAD, 2.6 FEET WEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN
 JQ0398'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 JQ0398'ABOVE THE GROUND.
 JQ0398
 JQ0398                          STATION RECOVERY (1984)
 JQ0398
 JQ0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0398'RECOVERED IN GOOD CONDITION.  NOTE--STATE HIGHWAY 23 IS NOW STATE
 JQ0398'HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0334 ***********************************************************************
 KQ0334  DESIGNATION -  A 383
 KQ0334  PID         -  KQ0334
 KQ0334  STATE/COUNTY-  NV/CHURCHILL
 KQ0334  USGS QUAD   -  EASTGATE (1969)
 KQ0334
 KQ0334                         *CURRENT SURVEY CONTROL
 KQ0334  ___________________________________________________________________
 KQ0334* NAD 83(1986)-  39 18 02.     (N)    117 53 59.     (W)     SCALED    
 KQ0334* NAVD 88     -      1534.047  (meters)    5032.95   (feet)  ADJUSTED  
 KQ0334  ___________________________________________________________________
 KQ0334  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 KQ0334  DYNAMIC HT  -        1532.538 (meters)    5028.00  (feet)  COMP
 KQ0334  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 KQ0334
 KQ0334  VERT ORDER  -  FIRST     CLASS II
 KQ0334
 KQ0334.The horizontal coordinates were scaled from a topographic map and have
 KQ0334.an estimated accuracy of +/- 6 seconds.
 KQ0334
 KQ0334.The orthometric height was determined by differential leveling
 KQ0334.and adjusted by the National Geodetic Survey in June 1991..
 KQ0334.WARNING-Repeat measurements at this control monument indicate possible
 KQ0334.vertical movement.
 KQ0334
 KQ0334.The geoid height was determined by GEOID03.
 KQ0334
 KQ0334.The dynamic height is computed by dividing the NAVD 88
 KQ0334.geopotential number by the normal gravity value computed on the
 KQ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0334.degrees latitude (g = 980.6199 gals.).
 KQ0334
 KQ0334.The modeled gravity was interpolated from observed gravity values.
 KQ0334
 KQ0334;                    North         East    Units  Estimated Accuracy
 KQ0334;SPC NV W     - 4,505,190.      858,960.      MT  (+/- 180 meters Scaled)
 KQ0334
 KQ0334                          SUPERSEDED SURVEY CONTROL
 KQ0334
 KQ0334  NGVD 29 (??/??/92) 1532.984  (m)         5029.47   (f) ADJ UNCH    1 2
 KQ0334
 KQ0334.Superseded values are not recommended for survey control.
 KQ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0334.See file dsdata.txt to determine how the superseded data were derived.
 KQ0334
 KQ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD224505(NAD 83)
 KQ0334_MARKER: DB = BENCH MARK DISK
 KQ0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0334_STAMPING: A 383 1955
 KQ0334_MARK LOGO: CGS   
 KQ0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0334+STABILITY: SURFACE MOTION
 KQ0334
 KQ0334  HISTORY     - Date     Condition        Report By
 KQ0334  HISTORY     - 1955     MONUMENTED       CGS
 KQ0334  HISTORY     - 1967     GOOD             NGS
 KQ0334  HISTORY     - 1984     GOOD             NGS
 KQ0334
 KQ0334                          STATION DESCRIPTION
 KQ0334
 KQ0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KQ0334'1.2 MI W FROM EASTGATE.
 KQ0334'ABOUT 1.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KQ0334'EASTGATE, IN SECTION 35, T 17 N, R 36 E, 105 FEET NORTH OF THE CENTER
 KQ0334'LINE OF THE HIGHWAY, 189 FEET NORTHEAST OF THE EAST END OF THE NORTH
 KQ0334'CONCRETE HEAD WALL OF AN 18-INCH CORRUGATED METAL CULVERT, 1.0 FOOT
 KQ0334'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 KQ0334'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 KQ0334'INCHES.
 KQ0334
 KQ0334                          STATION RECOVERY (1984)
 KQ0334
 KQ0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0334'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0334'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0215 ***********************************************************************
 KQ0215  DESIGNATION -  A 384
 KQ0215  PID         -  KQ0215
 KQ0215  STATE/COUNTY-  NV/LANDER
 KQ0215  USGS QUAD   -  YANKEE BLADE (1982)
 KQ0215
 KQ0215                         *CURRENT SURVEY CONTROL
 KQ0215  ___________________________________________________________________
 KQ0215* NAD 83(1986)-  39 30 02.     (N)    117 05 05.     (W)     SCALED    
 KQ0215* NAVD 88     -      1906.274  (meters)    6254.17   (feet)  ADJUSTED  
 KQ0215  ___________________________________________________________________
 KQ0215  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 KQ0215  DYNAMIC HT  -        1904.321 (meters)    6247.76  (feet)  COMP
 KQ0215  MODELED GRAV-     979,534.6   (mgal)                       NAVD 88
 KQ0215
 KQ0215  VERT ORDER  -  FIRST     CLASS II
 KQ0215
 KQ0215.The horizontal coordinates were scaled from a topographic map and have
 KQ0215.an estimated accuracy of +/- 6 seconds.
 KQ0215
 KQ0215.The orthometric height was determined by differential leveling
 KQ0215.and adjusted by the National Geodetic Survey in June 1991..
 KQ0215
 KQ0215.The geoid height was determined by GEOID03.
 KQ0215
 KQ0215.The dynamic height is computed by dividing the NAVD 88
 KQ0215.geopotential number by the normal gravity value computed on the
 KQ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0215.degrees latitude (g = 980.6199 gals.).
 KQ0215
 KQ0215.The modeled gravity was interpolated from observed gravity values.
 KQ0215
 KQ0215;                    North         East    Units  Estimated Accuracy
 KQ0215;SPC NV C     - 6,527,250.      464,050.      MT  (+/- 180 meters Scaled)
 KQ0215
 KQ0215                          SUPERSEDED SURVEY CONTROL
 KQ0215
 KQ0215  NGVD 29 (??/??/92) 1904.995  (m)         6249.97   (f) ADJ UNCH    1 2
 KQ0215
 KQ0215.Superseded values are not recommended for survey control.
 KQ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0215.See file dsdata.txt to determine how the superseded data were derived.
 KQ0215
 KQ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD927723(NAD 83)
 KQ0215_MARKER: DB = BENCH MARK DISK
 KQ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0215_STAMPING: A 384 1955
 KQ0215_MARK LOGO: CGS   
 KQ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0215+STABILITY: SURFACE MOTION
 KQ0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KQ0215+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 KQ0215
 KQ0215  HISTORY     - Date     Condition        Report By
 KQ0215  HISTORY     - 1955     MONUMENTED       CGS
 KQ0215  HISTORY     - 1985     GOOD             NGS
 KQ0215  HISTORY     - 19960518 GOOD             NGS
 KQ0215  HISTORY     - 20031215 GOOD             NGS
 KQ0215
 KQ0215                          STATION DESCRIPTION
 KQ0215
 KQ0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0215'1.0 MI NW FROM AUSTIN.
 KQ0215'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0215'AUSTIN, NEAR THE T JUNCTION OF STATE HIGHWAY 8 A, AT THE T JUNCTION OF
 KQ0215'A GRADED DIRT ROAD LEADING SOUTHEAST, AT THE NORTHEAST CORNER OF
 KQ0215'CALVARY CEMETARY, 30.7 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 KQ0215'3.0 FEET WEST OF A 6- BY 6-INCH WOODEN POST MARKED FAP 96 B 96 A, 2.6
 KQ0215'FEET NORTHWEST OF AN IRON FENCE CORNER POST, 1.4 FEET NORTH OF THE
 KQ0215'FENCE, 1.5 FEET EAST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN
 KQ0215'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 KQ0215'ABOVE THE GROUND.
 KQ0215
 KQ0215                          STATION RECOVERY (1985)
 KQ0215
 KQ0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0215'RECOVERED IN GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE.
 KQ0215'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 KQ0215'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 KQ0215
 KQ0215                          STATION RECOVERY (1996)
 KQ0215
 KQ0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 KQ0215'THIS IS GRAVITY BASE STATION 'AUSTIN', DOD 2353-2, HUS 68.
 KQ0215
 KQ0215                          STATION RECOVERY (2003)
 KQ0215
 KQ0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KQ0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0307 ***********************************************************************
 KQ0307  DESIGNATION -  A 385
 KQ0307  PID         -  KQ0307
 KQ0307  STATE/COUNTY-  NV/LANDER
 KQ0307  USGS QUAD   -  CAMPBELL CREEK RANCH (1988)
 KQ0307
 KQ0307                         *CURRENT SURVEY CONTROL
 KQ0307  ___________________________________________________________________
 KQ0307* NAD 83(1986)-  39 14 35.     (N)    117 40 17.     (W)     SCALED    
 KQ0307* NAVD 88     -      1978.662  (meters)    6491.66   (feet)  ADJUSTED  
 KQ0307  ___________________________________________________________________
 KQ0307  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 KQ0307  DYNAMIC HT  -        1976.548 (meters)    6484.72  (feet)  COMP
 KQ0307  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 KQ0307
 KQ0307  VERT ORDER  -  FIRST     CLASS II
 KQ0307
 KQ0307.The horizontal coordinates were scaled from a topographic map and have
 KQ0307.an estimated accuracy of +/- 6 seconds.
 KQ0307
 KQ0307.The orthometric height was determined by differential leveling
 KQ0307.and adjusted by the National Geodetic Survey in June 1991..
 KQ0307
 KQ0307.The geoid height was determined by GEOID03.
 KQ0307
 KQ0307.The dynamic height is computed by dividing the NAVD 88
 KQ0307.geopotential number by the normal gravity value computed on the
 KQ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0307.degrees latitude (g = 980.6199 gals.).
 KQ0307
 KQ0307.The modeled gravity was interpolated from observed gravity values.
 KQ0307
 KQ0307;                    North         East    Units  Estimated Accuracy
 KQ0307;SPC NV C     - 6,499,060.      413,270.      MT  (+/- 180 meters Scaled)
 KQ0307
 KQ0307                          SUPERSEDED SURVEY CONTROL
 KQ0307
 KQ0307  NGVD 29 (??/??/92) 1977.335  (m)         6487.31   (f) ADJ UNCH    1 2
 KQ0307
 KQ0307.Superseded values are not recommended for survey control.
 KQ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0307.See file dsdata.txt to determine how the superseded data were derived.
 KQ0307
 KQ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD420439(NAD 83)
 KQ0307_MARKER: DB = BENCH MARK DISK
 KQ0307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KQ0307_STAMPING: A 385 1955
 KQ0307_MARK LOGO: CGS   
 KQ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0307+STABILITY: SURFACE MOTION
 KQ0307
 KQ0307  HISTORY     - Date     Condition        Report By
 KQ0307  HISTORY     - 1955     MONUMENTED       CGS
 KQ0307  HISTORY     - 1984     GOOD             NGS
 KQ0307
 KQ0307                          STATION DESCRIPTION
 KQ0307
 KQ0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0307'4.4 MI E FROM CARROLL SUMMIT.
 KQ0307'4.4 MILES EAST ALONG U.S. HIGHWAY 50 FROM CARROLL SUMMIT, 1.5 MILES
 KQ0307'SOUTHEAST OF CARROLL STATION, AT AN 18-INCH CORRUGATED METAL PIPE
 KQ0307'CULVERT, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 KQ0307'HEAD WALL, 19.7 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 KQ0307'ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 KQ0307
 KQ0307                          STATION RECOVERY (1984)
 KQ0307
 KQ0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0307'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0307'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0070 ***********************************************************************
 KR0070  DESIGNATION -  A 386
 KR0070  PID         -  KR0070
 KR0070  STATE/COUNTY-  NV/CHURCHILL
 KR0070  USGS QUAD   -  DRUMM SUMMIT (1972)
 KR0070
 KR0070                         *CURRENT SURVEY CONTROL
 KR0070  ___________________________________________________________________
 KR0070* NAD 83(1986)-  39 17 43.     (N)    118 10 10.     (W)     SCALED    
 KR0070* NAVD 88     -      1360.939  (meters)    4465.01   (feet)  ADJUSTED  
 KR0070  ___________________________________________________________________
 KR0070  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 KR0070  DYNAMIC HT  -        1359.687 (meters)    4460.91  (feet)  COMP
 KR0070  MODELED GRAV-     979,660.1   (mgal)                       NAVD 88
 KR0070
 KR0070  VERT ORDER  -  FIRST     CLASS II
 KR0070
 KR0070.The horizontal coordinates were scaled from a topographic map and have
 KR0070.an estimated accuracy of +/- 6 seconds.
 KR0070
 KR0070.The orthometric height was determined by differential leveling
 KR0070.and adjusted by the National Geodetic Survey in June 1991..
 KR0070
 KR0070.The geoid height was determined by GEOID03.
 KR0070
 KR0070.The dynamic height is computed by dividing the NAVD 88
 KR0070.geopotential number by the normal gravity value computed on the
 KR0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0070.degrees latitude (g = 980.6199 gals.).
 KR0070
 KR0070.The modeled gravity was interpolated from observed gravity values.
 KR0070
 KR0070;                    North         East    Units  Estimated Accuracy
 KR0070;SPC NV W     - 4,504,460.      835,700.      MT  (+/- 180 meters Scaled)
 KR0070
 KR0070                          SUPERSEDED SURVEY CONTROL
 KR0070
 KR0070  NGVD 29 (??/??/92) 1359.857  (m)         4461.46   (f) ADJ UNCH    1 2
 KR0070
 KR0070.Superseded values are not recommended for survey control.
 KR0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0070.See file dsdata.txt to determine how the superseded data were derived.
 KR0070
 KR0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD991501(NAD 83)
 KR0070_MARKER: DB = BENCH MARK DISK
 KR0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0070_SP_SET: CONCRETE POST
 KR0070_STAMPING: A 386 1955
 KR0070_MARK LOGO: CGS   
 KR0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0070+STABILITY: SURFACE MOTION
 KR0070
 KR0070  HISTORY     - Date     Condition        Report By
 KR0070  HISTORY     - 1955     MONUMENTED       CGS
 KR0070  HISTORY     - 1972     GOOD             USGS
 KR0070  HISTORY     - 1986     GOOD             NGS
 KR0070
 KR0070                          STATION DESCRIPTION
 KR0070
 KR0070'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KR0070'8.0 MI NE FROM FRENCHMEN STATION.
 KR0070'5.8 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0070'FRENCHMEN STATION, THENCE 1.3 MILES NORTH (TOWARDS DIXIE VALLEY) ALONG
 KR0070'THE NEW COUNTY GRADED ROAD TO WHERE IT CROSSES THE OLD COUNTY ROAD,
 KR0070'THENCE 0.9 MILES SOUTHWEST ALONG THE ABANDONED COUNTY ROAD TO THE
 KR0070'BENCH MARK.  700 FEET NORTHWEST OF 1/4 COR. 32 AND 33, T17N, R34E,
 KR0070'ABOUT 60 YARDS NORTH OF A DIP IN THE ROAD, 92 FEET EAST OF THE APPROX.
 KR0070'CENTER OF DRY WASH, 63 1/2 FT. NORTHWEST OF CENTER-LINE RD, 2.2 FT.
 KR0070'SOUTHWEST OF WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 KR0070'PROJECTING 0.4 FT. ABOVE THE GROUND.
 KR0070
 KR0070                          STATION RECOVERY (1986)
 KR0070
 KR0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0010 ***********************************************************************
 KR0010  DESIGNATION -  A 387
 KR0010  PID         -  KR0010
 KR0010  STATE/COUNTY-  NV/CHURCHILL
 KR0010  USGS QUAD   -  I X L CANYON (1980)
 KR0010
 KR0010                         *CURRENT SURVEY CONTROL
 KR0010  ___________________________________________________________________
 KR0010* NAD 83(1986)-  39 37 43.     (N)    118 09 09.     (W)     SCALED    
 KR0010* NAVD 88     -      1084.058  (meters)    3556.61   (feet)  ADJUSTED  
 KR0010  ___________________________________________________________________
 KR0010  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 KR0010  DYNAMIC HT  -        1083.145 (meters)    3553.62  (feet)  COMP
 KR0010  MODELED GRAV-     979,748.4   (mgal)                       NAVD 88
 KR0010
 KR0010  VERT ORDER  -  FIRST     CLASS II
 KR0010
 KR0010.The horizontal coordinates were scaled from a topographic map and have
 KR0010.an estimated accuracy of +/- 6 seconds.
 KR0010
 KR0010.The orthometric height was determined by differential leveling
 KR0010.and adjusted by the National Geodetic Survey in June 1991..
 KR0010
 KR0010.The geoid height was determined by GEOID03.
 KR0010
 KR0010.The dynamic height is computed by dividing the NAVD 88
 KR0010.geopotential number by the normal gravity value computed on the
 KR0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0010.degrees latitude (g = 980.6199 gals.).
 KR0010
 KR0010.The modeled gravity was interpolated from observed gravity values.
 KR0010
 KR0010;                    North         East    Units  Estimated Accuracy
 KR0010;SPC NV W     - 4,541,470.      836,990.      MT  (+/- 180 meters Scaled)
 KR0010
 KR0010                          SUPERSEDED SURVEY CONTROL
 KR0010
 KR0010  NGVD 29 (??/??/92) 1083.099  (m)         3553.47   (f) ADJ UNCH    1 2
 KR0010
 KR0010.Superseded values are not recommended for survey control.
 KR0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0010.See file dsdata.txt to determine how the superseded data were derived.
 KR0010
 KR0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD010871(NAD 83)
 KR0010_MARKER: DB = BENCH MARK DISK
 KR0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0010_STAMPING: A 387 1955
 KR0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0010+STABILITY: SURFACE MOTION
 KR0010
 KR0010  HISTORY     - Date     Condition        Report By
 KR0010  HISTORY     - 1955     MONUMENTED       CGS
 KR0010  HISTORY     - 1972     GOOD             USGS
 KR0010  HISTORY     - 1986     GOOD             USPSQD
 KR0010
 KR0010                          STATION DESCRIPTION
 KR0010
 KR0010'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KR0010'29.8 MI NE FROM FRENCHMAN STATION.
 KR0010'5.8 MI. EAST ALONG US HWY 50 FROM THE SERVICE STATION AT FRENCHMAN,
 KR0010'THENCE 24.0 MI. NORTH (TOWARDS DIXIE VALLEY) ALONG THE NEW GRADED
 KR0010'COUNTY ROAD TO THE BENCH MARK.  55 FT. WEST OF AND 1.9 FT. HIGHER THAN
 KR0010'THE CENTERLINE OF THE COUNTY ROAD.  3.1 FT. SOUTH OF WITNESS POST. SET
 KR0010'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FT.
 KR0010
 KR0010                          STATION RECOVERY (1986)
 KR0010
 KR0010'RECOVERY NOTE BY US POWER SQUADRON 1986 (GT)
 KR0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0253 ***********************************************************************
 KR0253  DESIGNATION -  A 388
 KR0253  PID         -  KR0253
 KR0253  STATE/COUNTY-  NV/CHURCHILL
 KR0253  USGS QUAD   -  FALLON (1985)
 KR0253
 KR0253                         *CURRENT SURVEY CONTROL
 KR0253  ___________________________________________________________________
 KR0253* NAD 83(1986)-  39 25 52.     (N)    118 45 46.     (W)     SCALED    
 KR0253* NAVD 88     -      1205.055  (meters)    3953.58   (feet)  ADJUSTED  
 KR0253  ___________________________________________________________________
 KR0253  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 KR0253  DYNAMIC HT  -        1204.009 (meters)    3950.15  (feet)  COMP
 KR0253  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 KR0253
 KR0253  VERT ORDER  -  FIRST     CLASS II
 KR0253
 KR0253.The horizontal coordinates were scaled from a topographic map and have
 KR0253.an estimated accuracy of +/- 6 seconds.
 KR0253
 KR0253.The orthometric height was determined by differential leveling
 KR0253.and adjusted by the National Geodetic Survey in June 1991..
 KR0253
 KR0253.The geoid height was determined by GEOID03.
 KR0253
 KR0253.The dynamic height is computed by dividing the NAVD 88
 KR0253.geopotential number by the normal gravity value computed on the
 KR0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0253.degrees latitude (g = 980.6199 gals.).
 KR0253
 KR0253.The modeled gravity was interpolated from observed gravity values.
 KR0253
 KR0253;                    North         East    Units  Estimated Accuracy
 KR0253;SPC NV W     - 4,519,470.      784,550.      MT  (+/- 180 meters Scaled)
 KR0253
 KR0253                          SUPERSEDED SURVEY CONTROL
 KR0253
 KR0253  NGVD 29 (??/??/92) 1204.090  (m)         3950.42   (f) ADJ UNCH    1 2
 KR0253
 KR0253.Superseded values are not recommended for survey control.
 KR0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0253.See file dsdata.txt to determine how the superseded data were derived.
 KR0253
 KR0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD482661(NAD 83)
 KR0253_MARKER: DB = BENCH MARK DISK
 KR0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0253_SP_SET: FOUNDATION
 KR0253_STAMPING: A 388 1955
 KR0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0253
 KR0253  HISTORY     - Date     Condition        Report By
 KR0253  HISTORY     - 1955     MONUMENTED       CGS
 KR0253  HISTORY     - 1967     GOOD             NGS
 KR0253
 KR0253                          STATION DESCRIPTION
 KR0253
 KR0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0253'3.75 MI S FROM FALLON.
 KR0253'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0253'FROM THE CITY HALL AT FALLON, THENCE 0.25 MILE SOUTH ALONG SHERMAN
 KR0253'STREET, THENCE 0.2 MILE EAST ALONG STILLWATER AVENUE, THENCE 2.8 MILES
 KR0253'SOUTH ALONG A PAVED ROAD WHICH WAS FORMERLY U.S. HIGHWAY 50 ALTERNATE,
 KR0253'IN SECTION 17, T 18 N, R 29 E, AT THE INTERSECTION OF THE NORTH-SOUTH
 KR0253'PAVED ROAD AND AN EAST-WEST PAVED ROAD, 66 FEET EAST OF THE CENTER
 KR0253'LINE OF THE NORTH-SOUTH ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE
 KR0253'EAST-WEST ROAD, SET IN THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE
 KR0253'STRUCTURE SUPPORTING A FLOODGATE, 41 FEET NORTHEAST OF TELEPHONE POLE
 KR0253'NUMBER 74-5W, 23 FEET EAST OF A FENCE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0046 ***********************************************************************
 KR0046  DESIGNATION -  A 389
 KR0046  PID         -  KR0046
 KR0046  STATE/COUNTY-  NV/CHURCHILL
 KR0046  USGS QUAD   -  FOXTAIL LAKE (1982)
 KR0046
 KR0046                         *CURRENT SURVEY CONTROL
 KR0046  ___________________________________________________________________
 KR0046* NAD 83(1986)-  39 33 40.     (N)    118 26 11.     (W)     SCALED    
 KR0046* NAVD 88     -      1194.845  (meters)    3920.09   (feet)  ADJUSTED  
 KR0046  ___________________________________________________________________
 KR0046  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KR0046  DYNAMIC HT  -        1193.822 (meters)    3916.73  (feet)  COMP
 KR0046  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 KR0046
 KR0046  VERT ORDER  -  FIRST     CLASS II
 KR0046
 KR0046.The horizontal coordinates were scaled from a topographic map and have
 KR0046.an estimated accuracy of +/- 6 seconds.
 KR0046
 KR0046.The orthometric height was determined by differential leveling
 KR0046.and adjusted by the National Geodetic Survey in June 1991..
 KR0046
 KR0046.The geoid height was determined by GEOID03.
 KR0046
 KR0046.The dynamic height is computed by dividing the NAVD 88
 KR0046.geopotential number by the normal gravity value computed on the
 KR0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0046.degrees latitude (g = 980.6199 gals.).
 KR0046
 KR0046.The modeled gravity was interpolated from observed gravity values.
 KR0046
 KR0046;                    North         East    Units  Estimated Accuracy
 KR0046;SPC NV W     - 4,533,900.      812,630.      MT  (+/- 180 meters Scaled)
 KR0046
 KR0046                          SUPERSEDED SURVEY CONTROL
 KR0046
 KR0046  NGVD 29 (??/??/92) 1193.89   (m)         3917.0    (f) COMPUTED    1 2
 KR0046
 KR0046.Superseded values are not recommended for survey control.
 KR0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0046.See file dsdata.txt to determine how the superseded data were derived.
 KR0046
 KR0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD766800(NAD 83)
 KR0046_MARKER: DB = BENCH MARK DISK
 KR0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0046_STAMPING: A 389 1955
 KR0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0046+STABILITY: SURFACE MOTION
 KR0046
 KR0046  HISTORY     - Date     Condition        Report By
 KR0046  HISTORY     - 1955     MONUMENTED       CGS
 KR0046
 KR0046                          STATION DESCRIPTION
 KR0046
 KR0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0046'7.0 MI NE FROM STILLWATER.
 KR0046'3.5 MILES NORTHEAST ALONG A COUNTY GRADED ROAD FROM THE STORE AND POST
 KR0046'OFFICE AT STILLWATER, THENCE 3.5 MILES NORTHEAST ALONG A COUNTY GRADED
 KR0046'ROAD, IN THE APPROXIMATE CENTER OF A SMALL BARREN AREA, 70 FEET WEST
 KR0046'OF THE CENTER OF THE Y JUNCTION OF A GRADED ROAD LEADING EAST, 40 FEET
 KR0046'NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.3 FEET SOUTHEAST OF A
 KR0046'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 KR0046'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0237 ***********************************************************************
 MT0237  DESIGNATION -  A 39
 MT0237  PID         -  MT0237
 MT0237  STATE/COUNTY-  NV/ELKO
 MT0237  USGS QUAD   -  MELANDCO (1980)
 MT0237
 MT0237                         *CURRENT SURVEY CONTROL
 MT0237  ___________________________________________________________________
 MT0237* NAD 83(1986)-  41 18 58.     (N)    114 51 46.     (W)     SCALED    
 MT0237* NAVD 88     -      1898.631  (meters)    6229.09   (feet)  ADJUSTED  
 MT0237  ___________________________________________________________________
 MT0237  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 MT0237  DYNAMIC HT  -        1897.070 (meters)    6223.97  (feet)  COMP
 MT0237  MODELED GRAV-     979,733.4   (mgal)                       NAVD 88
 MT0237
 MT0237  VERT ORDER  -  SECOND    CLASS 0
 MT0237
 MT0237.The horizontal coordinates were scaled from a topographic map and have
 MT0237.an estimated accuracy of +/- 6 seconds.
 MT0237
 MT0237.The orthometric height was determined by differential leveling
 MT0237.and adjusted by the National Geodetic Survey in June 1991..
 MT0237
 MT0237.The geoid height was determined by GEOID03.
 MT0237
 MT0237.The dynamic height is computed by dividing the NAVD 88
 MT0237.geopotential number by the normal gravity value computed on the
 MT0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0237.degrees latitude (g = 980.6199 gals.).
 MT0237
 MT0237.The modeled gravity was interpolated from observed gravity values.
 MT0237
 MT0237;                    North         East    Units  Estimated Accuracy
 MT0237;SPC NV E     - 8,729,000.      260,330.      MT  (+/- 180 meters Scaled)
 MT0237
 MT0237                          SUPERSEDED SURVEY CONTROL
 MT0237
 MT0237  NGVD 29 (??/??/92) 1897.406  (m)         6225.07   (f) ADJ UNCH    2 0
 MT0237
 MT0237.Superseded values are not recommended for survey control.
 MT0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0237.See file dsdata.txt to determine how the superseded data were derived.
 MT0237
 MT0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF788760(NAD 83)
 MT0237_MARKER: DB = BENCH MARK DISK
 MT0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0237_STAMPING: A-39 1934
 MT0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0237+STABILITY: SURFACE MOTION
 MT0237
 MT0237  HISTORY     - Date     Condition        Report By
 MT0237  HISTORY     - 1934     MONUMENTED       CGS
 MT0237
 MT0237                          STATION DESCRIPTION
 MT0237
 MT0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0237'3.7 MI N FROM MELANDCO.
 MT0237'3.7 MILES NORTH OF O.S.L. RR WATER TANK AT MELANDCO 147 FEET NORTH OF
 MT0237'MILE POST 105.  110 FEET NORTHWEST OF CULVERT NO. 105.00.  2 FEET
 MT0237'NORTH OF RAILROAD RIGHT-OF-WAY FENCE LINE.  102 FEET NORTH OF THE
 MT0237'CENTERLINE OF OREGON SHORT LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0087 ***********************************************************************
 KQ0087  DESIGNATION -  A 390
 KQ0087  PID         -  KQ0087
 KQ0087  STATE/COUNTY-  NV/LANDER
 KQ0087  USGS QUAD   -  SIMPSON PARK CANYON (1989)
 KQ0087
 KQ0087                         *CURRENT SURVEY CONTROL
 KQ0087  ___________________________________________________________________
 KQ0087* NAD 83(1986)-  39 25 02.     (N)    116 57 30.     (W)     SCALED    
 KQ0087* NAVD 88     -      1938.480  (meters)    6359.83   (feet)  ADJUSTED  
 KQ0087  ___________________________________________________________________
 KQ0087  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 KQ0087  DYNAMIC HT  -        1936.494 (meters)    6353.31  (feet)  COMP
 KQ0087  MODELED GRAV-     979,533.2   (mgal)                       NAVD 88
 KQ0087
 KQ0087  VERT ORDER  -  FIRST     CLASS II
 KQ0087
 KQ0087.The horizontal coordinates were scaled from a topographic map and have
 KQ0087.an estimated accuracy of +/- 6 seconds.
 KQ0087
 KQ0087.The orthometric height was determined by differential leveling
 KQ0087.and adjusted by the National Geodetic Survey in June 1991..
 KQ0087
 KQ0087.The geoid height was determined by GEOID03.
 KQ0087
 KQ0087.The dynamic height is computed by dividing the NAVD 88
 KQ0087.geopotential number by the normal gravity value computed on the
 KQ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0087.degrees latitude (g = 980.6199 gals.).
 KQ0087
 KQ0087.The modeled gravity was interpolated from observed gravity values.
 KQ0087
 KQ0087;                    North         East    Units  Estimated Accuracy
 KQ0087;SPC NV C     - 6,517,950.      474,890.      MT  (+/- 180 meters Scaled)
 KQ0087
 KQ0087                          SUPERSEDED SURVEY CONTROL
 KQ0087
 KQ0087  NGVD 29 (??/??/92) 1937.218  (m)         6355.69   (f) ADJ UNCH    1 2
 KQ0087
 KQ0087.Superseded values are not recommended for survey control.
 KQ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0087.See file dsdata.txt to determine how the superseded data were derived.
 KQ0087
 KQ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND035630(NAD 83)
 KQ0087_MARKER: DB = BENCH MARK DISK
 KQ0087_SETTING: 0 = UNSPECIFIED SETTING
 KQ0087_STAMPING: A 390 1955
 KQ0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0087
 KQ0087  HISTORY     - Date     Condition        Report By
 KQ0087  HISTORY     - 1955     MONUMENTED       CGS
 KQ0087
 KQ0087                          STATION DESCRIPTION
 KQ0087
 KQ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0087'10.3 MI SE FROM AUSTIN.
 KQ0087'10.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0087'AT AUSTIN, 0.8 MILE SOUTHEAST OF THE BLACK BIRD RANCHHOUSE, ON THE
 KQ0087'NORTH BANK OF A CUT, ABOUT 100 FEET WEST OF A HIGH ROCKY CLIFF, AT THE
 KQ0087'APPROXIMATE CENTER OF A CURVE, 24.5 FEET NORTH OF THE CENTER LINE OF
 KQ0087'THE HIGHWAY, AND ABOUT 12 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0196 ***********************************************************************
 MU0196  DESIGNATION -  A 391
 MU0196  PID         -  MU0196
 MU0196  STATE/COUNTY-  NV/HUMBOLDT
 MU0196  USGS QUAD   -  MAIDEN BUTTE SE (1980)
 MU0196
 MU0196                         *CURRENT SURVEY CONTROL
 MU0196  ___________________________________________________________________
 MU0196* NAD 83(1986)-  41 50 16.     (N)    117 02 44.     (W)     SCALED    
 MU0196* NAVD 88     -      1660.062  (meters)    5446.39   (feet)  ADJUSTED  
 MU0196  ___________________________________________________________________
 MU0196  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 MU0196  DYNAMIC HT  -        1658.852 (meters)    5442.42  (feet)  COMP
 MU0196  MODELED GRAV-     979,834.5   (mgal)                       NAVD 88
 MU0196
 MU0196  VERT ORDER  -  SECOND    CLASS 0
 MU0196
 MU0196.The horizontal coordinates were scaled from a topographic map and have
 MU0196.an estimated accuracy of +/- 6 seconds.
 MU0196
 MU0196.The orthometric height was determined by differential leveling
 MU0196.and adjusted by the National Geodetic Survey in June 1991..
 MU0196
 MU0196.The geoid height was determined by GEOID03.
 MU0196
 MU0196.The dynamic height is computed by dividing the NAVD 88
 MU0196.geopotential number by the normal gravity value computed on the
 MU0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0196.degrees latitude (g = 980.6199 gals.).
 MU0196
 MU0196.The modeled gravity was interpolated from observed gravity values.
 MU0196
 MU0196;                    North         East    Units  Estimated Accuracy
 MU0196;SPC NV W     - 4,787,830.      927,720.      MT  (+/- 180 meters Scaled)
 MU0196
 MU0196                          SUPERSEDED SURVEY CONTROL
 MU0196
 MU0196  NGVD 29 (??/??/92) 1658.925  (m)         5442.66   (f) ADJ UNCH    2 0
 MU0196
 MU0196.Superseded values are not recommended for survey control.
 MU0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0196.See file dsdata.txt to determine how the superseded data were derived.
 MU0196
 MU0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG962317(NAD 83)
 MU0196_MARKER: DB = BENCH MARK DISK
 MU0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0196_STAMPING: A 391 1963
 MU0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0196+STABILITY: SURFACE MOTION
 MU0196
 MU0196  HISTORY     - Date     Condition        Report By
 MU0196  HISTORY     - 1963     MONUMENTED       CGS
 MU0196
 MU0196                          STATION DESCRIPTION
 MU0196
 MU0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0196'47.4 MI NW FROM I L RANCH.
 MU0196'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0196'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 18.9 MILES NORTHWEST
 MU0196'ALONG A DIRT ROAD, THENCE 2.5 MILES NORTHWEST ALONG A DIRT ROAD,
 MU0196'THENCE 8.55 MILES WEST ALONG A TRACK ROAD, 71 FEET SOUTH OF THE CENTER
 MU0196'LINE OF THE ROAD, 3.0 FEET WEST OF A WITNESS POST, ABOUT 2 FEET HIGHER
 MU0196'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 MU0196'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0145 ***********************************************************************
 MU0145  DESIGNATION -  A 392
 MU0145  PID         -  MU0145
 MU0145  STATE/COUNTY-  NV/ELKO
 MU0145  USGS QUAD   -  TWELVEMILE FLAT (1973)
 MU0145
 MU0145                         *CURRENT SURVEY CONTROL
 MU0145  ___________________________________________________________________
 MU0145* NAD 83(1986)-  41 45 19.     (N)    116 38 50.     (W)     SCALED    
 MU0145* NAVD 88     -      1617.655  (meters)    5307.26   (feet)  ADJUSTED  
 MU0145  ___________________________________________________________________
 MU0145  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 MU0145  DYNAMIC HT  -        1616.461 (meters)    5303.34  (feet)  COMP
 MU0145  MODELED GRAV-     979,827.7   (mgal)                       NAVD 88
 MU0145
 MU0145  VERT ORDER  -  SECOND    CLASS 0
 MU0145
 MU0145.The horizontal coordinates were scaled from a topographic map and have
 MU0145.an estimated accuracy of +/- 6 seconds.
 MU0145
 MU0145.The orthometric height was determined by differential leveling
 MU0145.and adjusted by the National Geodetic Survey in June 1991..
 MU0145
 MU0145.The geoid height was determined by GEOID03.
 MU0145
 MU0145.The dynamic height is computed by dividing the NAVD 88
 MU0145.geopotential number by the normal gravity value computed on the
 MU0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0145.degrees latitude (g = 980.6199 gals.).
 MU0145
 MU0145.The modeled gravity was interpolated from observed gravity values.
 MU0145
 MU0145;                    North         East    Units  Estimated Accuracy
 MU0145;SPC NV E     - 8,778,070.      111,530.      MT  (+/- 180 meters Scaled)
 MU0145
 MU0145                          SUPERSEDED SURVEY CONTROL
 MU0145
 MU0145  NGVD 29 (??/??/92) 1616.528  (m)         5303.56   (f) ADJ UNCH    2 0
 MU0145
 MU0145.Superseded values are not recommended for survey control.
 MU0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0145.See file dsdata.txt to determine how the superseded data were derived.
 MU0145
 MU0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG293226(NAD 83)
 MU0145_MARKER: DB = BENCH MARK DISK
 MU0145_SETTING: 66 = SET IN ROCK OUTCROP
 MU0145_SP_SET: ROCK OUTCROP
 MU0145_STAMPING: A 392 1963
 MU0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0145+STABILITY: POSITION/ELEVATION WELL
 MU0145
 MU0145  HISTORY     - Date     Condition        Report By
 MU0145  HISTORY     - 1963     MONUMENTED       CGS
 MU0145
 MU0145                          STATION DESCRIPTION
 MU0145
 MU0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0145'23.1 MI NW FROM I L RANCH.
 MU0145'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0145'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 5.65 MILES NORTHWEST
 MU0145'ALONG A DIRT ROAD, IN THE TOP OF A 2- BY 4-FOOT OUTCROP, 31 FEET NORTH
 MU0145'OF THE CENTER LINE OF THE ROAD, 2.4 FEET SOUTH OF A WITNESS POST,
 MU0145'ABOUT LEVEL WITH THE ROAD, AND 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0069 ***********************************************************************
 MU0069  DESIGNATION -  A 393
 MU0069  PID         -  MU0069
 MU0069  STATE/COUNTY-  NV/ELKO
 MU0069  USGS QUAD   -  I-L RANCH (1987)
 MU0069
 MU0069                         *CURRENT SURVEY CONTROL
 MU0069  ___________________________________________________________________
 MU0069* NAD 83(1986)-  41 35 07.     (N)    116 23 40.     (W)     SCALED    
 MU0069* NAVD 88     -      1587.897  (meters)    5209.63   (feet)  ADJUSTED  
 MU0069  ___________________________________________________________________
 MU0069  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 MU0069  DYNAMIC HT  -        1586.702 (meters)    5205.70  (feet)  COMP
 MU0069  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 MU0069
 MU0069  VERT ORDER  -  SECOND    CLASS 0
 MU0069
 MU0069.The horizontal coordinates were scaled from a topographic map and have
 MU0069.an estimated accuracy of +/- 6 seconds.
 MU0069
 MU0069.The orthometric height was determined by differential leveling
 MU0069.and adjusted by the National Geodetic Survey in June 1991..
 MU0069
 MU0069.The geoid height was determined by GEOID03.
 MU0069
 MU0069.The dynamic height is computed by dividing the NAVD 88
 MU0069.geopotential number by the normal gravity value computed on the
 MU0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0069.degrees latitude (g = 980.6199 gals.).
 MU0069
 MU0069.The modeled gravity was interpolated from observed gravity values.
 MU0069
 MU0069;                    North         East    Units  Estimated Accuracy
 MU0069;SPC NV E     - 8,758,960.      132,370.      MT  (+/- 180 meters Scaled)
 MU0069
 MU0069                          SUPERSEDED SURVEY CONTROL
 MU0069
 MU0069  NGVD 29 (??/??/92) 1586.762  (m)         5205.90   (f) ADJ UNCH    2 0
 MU0069
 MU0069.Superseded values are not recommended for survey control.
 MU0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0069.See file dsdata.txt to determine how the superseded data were derived.
 MU0069
 MU0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG504039(NAD 83)
 MU0069_MARKER: DB = BENCH MARK DISK
 MU0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MU0069_SP_SET: ABUTMENT
 MU0069_STAMPING: A 393 1963
 MU0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0069
 MU0069  HISTORY     - Date     Condition        Report By
 MU0069  HISTORY     - 1963     MONUMENTED       CGS
 MU0069
 MU0069                          STATION DESCRIPTION
 MU0069
 MU0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0069'1.05 MI N FROM I L RANCH.
 MU0069'1.05 MILE NORTH ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0069'AT THE SOUTH END OF A RIGHT-ANGLE TURN IN THE ROAD, IN THE TOP OF THE
 MU0069'EAST END OF THE SOUTH CONCRETE ABUTMENT OF A CATTLE-GUARD, 5 FEET EAST
 MU0069'OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0128 ***********************************************************************
 LR0128  DESIGNATION -  A 394
 LR0128  PID         -  LR0128
 LR0128  STATE/COUNTY-  NV/EUREKA
 LR0128  USGS QUAD   -  PAPOOSE CANYON (1985)
 LR0128
 LR0128                         *CURRENT SURVEY CONTROL
 LR0128  ___________________________________________________________________
 LR0128* NAD 83(1986)-  40 27 48.     (N)    116 07 13.     (W)     SCALED    
 LR0128* NAVD 88     -      1555.048  (meters)    5101.85   (feet)  ADJUSTED  
 LR0128  ___________________________________________________________________
 LR0128  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 LR0128  DYNAMIC HT  -        1553.687 (meters)    5097.39  (feet)  COMP
 LR0128  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 LR0128
 LR0128  VERT ORDER  -  SECOND    CLASS 0
 LR0128
 LR0128.The horizontal coordinates were scaled from a topographic map and have
 LR0128.an estimated accuracy of +/- 6 seconds.
 LR0128
 LR0128.The orthometric height was determined by differential leveling
 LR0128.and adjusted by the National Geodetic Survey in June 1991..
 LR0128
 LR0128.The geoid height was determined by GEOID03.
 LR0128
 LR0128.The dynamic height is computed by dividing the NAVD 88
 LR0128.geopotential number by the normal gravity value computed on the
 LR0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0128.degrees latitude (g = 980.6199 gals.).
 LR0128
 LR0128.The modeled gravity was interpolated from observed gravity values.
 LR0128
 LR0128;                    North         East    Units  Estimated Accuracy
 LR0128;SPC NV E     - 8,634,190.      154,460.      MT  (+/- 180 meters Scaled)
 LR0128
 LR0128                          SUPERSEDED SURVEY CONTROL
 LR0128
 LR0128  NGVD 29 (??/??/92) 1553.939  (m)         5098.21   (f) ADJ UNCH    2 0
 LR0128
 LR0128.Superseded values are not recommended for survey control.
 LR0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0128.See file dsdata.txt to determine how the superseded data were derived.
 LR0128
 LR0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE745795(NAD 83)
 LR0128_MARKER: DB = BENCH MARK DISK
 LR0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0128_STAMPING: A 394 1963
 LR0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0128+STABILITY: SURFACE MOTION
 LR0128
 LR0128  HISTORY     - Date     Condition        Report By
 LR0128  HISTORY     - 1963     MONUMENTED       CGS
 LR0128  HISTORY     - 1983     MARK NOT FOUND   USGS
 LR0128
 LR0128                          STATION DESCRIPTION
 LR0128
 LR0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LR0128'12.7 MI S FROM PALISADE.
 LR0128'1.65 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER THE
 LR0128'HUMBOLDT RIVER AT PALISADE, THENCE 11.05 MILES SOUTH ALONG STATE
 LR0128'HIGHWAY 20, 182 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 62 FEET
 LR0128'NORTH OF THE CENTER LINE OF A DRIVEWAY WEST TO THE RAND RANCH, 1.5
 LR0128'FEET SOUTH OF A FENCE, 6 1/2 FEET WEST OF AN ANGLE IN THE FENCE LINE,
 LR0128'1.4 FEET WEST OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE
 LR0128'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 LR0128
 LR0128                          STATION RECOVERY (1983)
 LR0128
 LR0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0316 ***********************************************************************
 LQ0316  DESIGNATION -  A 395
 LQ0316  PID         -  LQ0316
 LQ0316  STATE/COUNTY-  NV/ELKO
 LQ0316  USGS QUAD   -  FRANKLIN LAKE SE (1980)
 LQ0316
 LQ0316                         *CURRENT SURVEY CONTROL
 LQ0316  ___________________________________________________________________
 LQ0316* NAD 83(1986)-  40 18 53.     (N)    115 20 05.     (W)     SCALED    
 LQ0316* NAVD 88     -      1830.562  (meters)    6005.77   (feet)  ADJUSTED  
 LQ0316  ___________________________________________________________________
 LQ0316  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 LQ0316  DYNAMIC HT  -        1828.823 (meters)    6000.06  (feet)  COMP
 LQ0316  MODELED GRAV-     979,611.1   (mgal)                       NAVD 88
 LQ0316
 LQ0316  VERT ORDER  -  SECOND    CLASS 0
 LQ0316
 LQ0316.The horizontal coordinates were scaled from a topographic map and have
 LQ0316.an estimated accuracy of +/- 6 seconds.
 LQ0316
 LQ0316.The orthometric height was determined by differential leveling
 LQ0316.and adjusted by the National Geodetic Survey in June 1991..
 LQ0316
 LQ0316.The geoid height was determined by GEOID03.
 LQ0316
 LQ0316.The dynamic height is computed by dividing the NAVD 88
 LQ0316.geopotential number by the normal gravity value computed on the
 LQ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0316.degrees latitude (g = 980.6199 gals.).
 LQ0316
 LQ0316.The modeled gravity was interpolated from observed gravity values.
 LQ0316
 LQ0316;                    North         East    Units  Estimated Accuracy
 LQ0316;SPC NV E     - 8,617,590.      221,130.      MT  (+/- 180 meters Scaled)
 LQ0316
 LQ0316                          SUPERSEDED SURVEY CONTROL
 LQ0316
 LQ0316  NGVD 29 (??/??/92) 1829.357  (m)         6001.82   (f) ADJ UNCH    2 0
 LQ0316
 LQ0316.Superseded values are not recommended for survey control.
 LQ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0316.See file dsdata.txt to determine how the superseded data were derived.
 LQ0316
 LQ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE414640(NAD 83)
 LQ0316_MARKER: DB = BENCH MARK DISK
 LQ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0316_STAMPING: A 395 1963
 LQ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0316+STABILITY: SURFACE MOTION
 LQ0316
 LQ0316  HISTORY     - Date     Condition        Report By
 LQ0316  HISTORY     - 1963     MONUMENTED       CGS
 LQ0316
 LQ0316                          STATION DESCRIPTION
 LQ0316
 LQ0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0316'15.35 MI SE FROM RUBY VALLEY.
 LQ0316'8.0 MILES SOUTH ALONG A ROAD FROM THE ROCK HOUSE RANCH AT RUBY VALLEY,
 LQ0316'THENCE 7.35 MILES EAST AND NORTHEAST ALONG A ROAD, 0.35 MILES
 LQ0316'SOUTHWEST OF THE JUNCTION OF A TRACK ROAD LEADING NORTHWEST TO A STEEL
 LQ0316'WATER TANK AND WELL, 35 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 LQ0316'2.2 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 LQ0316'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 LQ0316'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0340 ***********************************************************************
 LQ0340  DESIGNATION -  A 396
 LQ0340  PID         -  LQ0340
 LQ0340  STATE/COUNTY-  NV/ELKO
 LQ0340  USGS QUAD   -  DELCER BUTTES (1984)
 LQ0340
 LQ0340                         *CURRENT SURVEY CONTROL
 LQ0340  ___________________________________________________________________
 LQ0340* NAD 83(1986)-  40 25 58.     (N)    115 02 37.     (W)     SCALED    
 LQ0340* NAVD 88     -      1837.676  (meters)    6029.11   (feet)  ADJUSTED  
 LQ0340  ___________________________________________________________________
 LQ0340  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 LQ0340  DYNAMIC HT  -        1835.984 (meters)    6023.56  (feet)  COMP
 LQ0340  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 LQ0340
 LQ0340  VERT ORDER  -  SECOND    CLASS 0
 LQ0340
 LQ0340.The horizontal coordinates were scaled from a topographic map and have
 LQ0340.an estimated accuracy of +/- 6 seconds.
 LQ0340
 LQ0340.The orthometric height was determined by differential leveling
 LQ0340.and adjusted by the National Geodetic Survey in June 1991..
 LQ0340
 LQ0340.The geoid height was determined by GEOID03.
 LQ0340
 LQ0340.The dynamic height is computed by dividing the NAVD 88
 LQ0340.geopotential number by the normal gravity value computed on the
 LQ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0340.degrees latitude (g = 980.6199 gals.).
 LQ0340
 LQ0340.The modeled gravity was interpolated from observed gravity values.
 LQ0340
 LQ0340;                    North         East    Units  Estimated Accuracy
 LQ0340;SPC NV E     - 8,630,800.      245,790.      MT  (+/- 180 meters Scaled)
 LQ0340
 LQ0340                          SUPERSEDED SURVEY CONTROL
 LQ0340
 LQ0340  NGVD 29 (??/??/92) 1836.507  (m)         6025.27   (f) ADJ UNCH    2 0
 LQ0340
 LQ0340.Superseded values are not recommended for survey control.
 LQ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0340.See file dsdata.txt to determine how the superseded data were derived.
 LQ0340
 LQ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE659776(NAD 83)
 LQ0340_MARKER: DB = BENCH MARK DISK
 LQ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0340_STAMPING: A 396 1963
 LQ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0340+STABILITY: SURFACE MOTION
 LQ0340
 LQ0340  HISTORY     - Date     Condition        Report By
 LQ0340  HISTORY     - 1963     MONUMENTED       CGS
 LQ0340
 LQ0340                          STATION DESCRIPTION
 LQ0340
 LQ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0340'22.15 MI NW FROM CURRIE.
 LQ0340'4.95 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE RAILROAD CROSSING
 LQ0340'AT CURRIE, THENCE 17.2 MILES NORTHWEST ALONG A ROAD, 0.35 MILE
 LQ0340'SOUTHEAST OF THE JUNCTION OF A ROAD SOUTHWEST, 29 FEET NORTHEAST OF
 LQ0340'THE CENTER LINE OF THE ROAD, 1.4 FEET NORTHEAST OF A WITNESS POST,
 LQ0340'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LQ0340'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0221 ***********************************************************************
 MV0221  DESIGNATION -  A 397
 MV0221  PID         -  MV0221
 MV0221  STATE/COUNTY-  NV/WASHOE
 MV0221  USGS QUAD   -  LITTLE COLEMAN CANYON (1966)
 MV0221
 MV0221                         *CURRENT SURVEY CONTROL
 MV0221  ___________________________________________________________________
 MV0221* NAD 83(1986)-  41 58 14.     (N)    119 45 56.     (W)     SCALED    
 MV0221* NAVD 88     -      1468.724  (meters)    4818.64   (feet)  ADJUSTED  
 MV0221  ___________________________________________________________________
 MV0221  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 MV0221  DYNAMIC HT  -        1467.684 (meters)    4815.23  (feet)  COMP
 MV0221  MODELED GRAV-     979,863.3   (mgal)                       NAVD 88
 MV0221
 MV0221  VERT ORDER  -  SECOND    CLASS 0
 MV0221
 MV0221.The horizontal coordinates were scaled from a topographic map and have
 MV0221.an estimated accuracy of +/- 6 seconds.
 MV0221
 MV0221.The orthometric height was determined by differential leveling
 MV0221.and adjusted by the National Geodetic Survey in June 1991..
 MV0221
 MV0221.The geoid height was determined by GEOID03.
 MV0221
 MV0221.The dynamic height is computed by dividing the NAVD 88
 MV0221.geopotential number by the normal gravity value computed on the
 MV0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0221.degrees latitude (g = 980.6199 gals.).
 MV0221
 MV0221.The modeled gravity was interpolated from observed gravity values.
 MV0221
 MV0221;                    North         East    Units  Estimated Accuracy
 MV0221;SPC NV W     - 4,802,100.      702,020.      MT  (+/- 180 meters Scaled)
 MV0221
 MV0221                          SUPERSEDED SURVEY CONTROL
 MV0221
 MV0221  NGVD 29 (??/??/92) 1467.510  (m)         4814.66   (f) ADJ UNCH    2 0
 MV0221
 MV0221.Superseded values are not recommended for survey control.
 MV0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0221.See file dsdata.txt to determine how the superseded data were derived.
 MV0221
 MV0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG708502(NAD 83)
 MV0221_MARKER: DB = BENCH MARK DISK
 MV0221_SETTING: 80 = SET IN A BOULDER
 MV0221_SP_SET: BOULDER
 MV0221_STAMPING: A 397 1965
 MV0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0221+STABILITY: SURFACE MOTION
 MV0221
 MV0221  HISTORY     - Date     Condition        Report By
 MV0221  HISTORY     - 1965     MONUMENTED       CGS
 MV0221
 MV0221                          STATION DESCRIPTION
 MV0221
 MV0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0221'19.55 MI SE FROM ADEL, OR.
 MV0221'2.1 MILES SOUTHWEST ALONG A ROAD FROM THE STORE AT ADEL, THENCE 15.85
 MV0221'MILES SOUTHEAST ALONG A ROAD TO OREGON-NEVADA STATE LINE, THENCE 1.6
 MV0221'MILES SOUTH ALONG NEVADA STATE HIGHWAY 34, ABOUT 0.75 MILE SOUTHEAST
 MV0221'OF A ROAD JUNCTION, IN THE TOP OF A 6- BY 4-FOOT BOULDER PROJECTING
 MV0221'ABOUT 3 FEET ABOVE THE GROUND, 84 FEET SOUTHWEST OF THE CENTER LINE OF
 MV0221'THE HIGHWAY, 57 FEET SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD, AND
 MV0221'ABOUT 6 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0106 ***********************************************************************
 MV0106  DESIGNATION -  A 398
 MV0106  PID         -  MV0106
 MV0106  STATE/COUNTY-  NV/WASHOE
 MV0106  USGS QUAD   -  SAGE HEN HILLS (1966)
 MV0106
 MV0106                         *CURRENT SURVEY CONTROL
 MV0106  ___________________________________________________________________
 MV0106* NAD 83(1986)-  41 53 54.     (N)    119 21 49.     (W)     SCALED    
 MV0106* NAVD 88     -      1939.399  (meters)    6362.84   (feet)  ADJUSTED  
 MV0106  ___________________________________________________________________
 MV0106  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 MV0106  DYNAMIC HT  -        1937.859 (meters)    6357.79  (feet)  COMP
 MV0106  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 MV0106
 MV0106  VERT ORDER  -  SECOND    CLASS 0
 MV0106
 MV0106.The horizontal coordinates were scaled from a topographic map and have
 MV0106.an estimated accuracy of +/- 6 seconds.
 MV0106
 MV0106.The orthometric height was determined by differential leveling
 MV0106.and adjusted by the National Geodetic Survey in June 1991..
 MV0106
 MV0106.The geoid height was determined by GEOID03.
 MV0106
 MV0106.The dynamic height is computed by dividing the NAVD 88
 MV0106.geopotential number by the normal gravity value computed on the
 MV0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0106.degrees latitude (g = 980.6199 gals.).
 MV0106
 MV0106.The modeled gravity was interpolated from observed gravity values.
 MV0106
 MV0106;                    North         East    Units  Estimated Accuracy
 MV0106;SPC NV W     - 4,793,700.      735,260.      MT  (+/- 180 meters Scaled)
 MV0106
 MV0106                          SUPERSEDED SURVEY CONTROL
 MV0106
 MV0106  NGVD 29 (??/??/92) 1938.088  (m)         6358.54   (f) ADJ UNCH    2 0
 MV0106
 MV0106.Superseded values are not recommended for survey control.
 MV0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0106.See file dsdata.txt to determine how the superseded data were derived.
 MV0106
 MV0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG039411(NAD 83)
 MV0106_MARKER: DB = BENCH MARK DISK
 MV0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MV0106_SP_SET: CULVERT
 MV0106_STAMPING: A 398 1965
 MV0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0106
 MV0106  HISTORY     - Date     Condition        Report By
 MV0106  HISTORY     - 1965     MONUMENTED       CGS
 MV0106
 MV0106                          STATION DESCRIPTION
 MV0106
 MV0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0106'13.4 MI SE FROM IXL RANCH.
 MV0106'4.8 MILES SOUTHEAST ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0106'THENCE 8.6 MILES EAST ALONG STATE HIGHWAY 34A, NEAR A FENCED IN SPRING
 MV0106'ON CATNIP CANYON AND CREEK, IN THE TOP AND THE CENTER OF THE SOUTHWEST
 MV0106'CONCRETE HEADWALL OF A DOUBLE 36-INCH PIPE CULVERT, 12 FEET SOUTHWEST
 MV0106'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 100 YARDS NORTHEAST OF THE
 MV0106'SPRING, ABOUT 150 YARDS EAST OF A FRAME BUILDING, AND ABOUT LEVEL WITH
 MV0106'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1303 ***********************************************************************
 GR1303  DESIGNATION -  A 399
 GR1303  PID         -  GR1303
 GR1303  STATE/COUNTY-  NV/CLARK
 GR1303  USGS QUAD   -  CORN CREEK SPRINGS (1974)
 GR1303
 GR1303                         *CURRENT SURVEY CONTROL
 GR1303  ___________________________________________________________________
 GR1303* NAD 83(1986)-  36 22 34.     (N)    115 22 08.     (W)     SCALED    
 GR1303* NAVD 88     -       903.289  (meters)    2963.54   (feet)  ADJUSTED  
 GR1303  ___________________________________________________________________
 GR1303  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 GR1303  DYNAMIC HT  -         902.328 (meters)    2960.39  (feet)  COMP
 GR1303  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 GR1303
 GR1303  VERT ORDER  -  FIRST     CLASS II
 GR1303
 GR1303.The horizontal coordinates were scaled from a topographic map and have
 GR1303.an estimated accuracy of +/- 6 seconds.
 GR1303
 GR1303.The orthometric height was determined by differential leveling
 GR1303.and adjusted by the National Geodetic Survey in June 1991..
 GR1303
 GR1303.The geoid height was determined by GEOID03.
 GR1303
 GR1303.The dynamic height is computed by dividing the NAVD 88
 GR1303.geopotential number by the normal gravity value computed on the
 GR1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1303.degrees latitude (g = 980.6199 gals.).
 GR1303
 GR1303.The modeled gravity was interpolated from observed gravity values.
 GR1303
 GR1303;                    North         East    Units  Estimated Accuracy
 GR1303;SPC NV E     - 8,180,420.      219,240.      MT  (+/- 180 meters Scaled)
 GR1303
 GR1303                          SUPERSEDED SURVEY CONTROL
 GR1303
 GR1303.No superseded survey control is available for this station.
 GR1303
 GR1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA463269(NAD 83)
 GR1303_MARKER: DB = BENCH MARK DISK
 GR1303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1303_SP_SET: STAINLESS STEEL ROD
 GR1303_STAMPING: A 399 1980
 GR1303_PROJECTION: FLUSH
 GR1303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1303_ROD/PIPE-DEPTH: 1.8  meters
 GR1303
 GR1303  HISTORY     - Date     Condition        Report By
 GR1303  HISTORY     - 1980     MONUMENTED       NGS
 GR1303
 GR1303                          STATION DESCRIPTION
 GR1303
 GR1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GR1303'29.6 KM NW FROM LAS VEGAS.
 GR1303'2.1 KILOMETERS (1.3 MILES) WEST ALONG BONANZA ROAD FROM ITS JUNCTION
 GR1303'WITH THE INTERSTATE HIGHWAY 15 OVERPASS IN LAS VEGAS, THENCE 27.5
 GR1303'KILOMETERS (17.1 MILES) NORTHWEST ALONG U. S. HIGHWAY 95, 71.0 METERS
 GR1303'(233 FEET) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 GR1303'HIGHWAY, 88.1 METERS (289 FEET) SOUTH OF THE SOUTH END OF THE SOUTH
 GR1303'CONCRETE WINGWALL OF A LARGE CONCRETE BOX CULVERT AND 1.5 METERS
 GR1303'(5 FEET) NORTHWEST OF A TELEPHONE POLE.
 GR1303'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 GR1303'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0093 ***********************************************************************
 MT0093  DESIGNATION -  A 4
 MT0093  PID         -  MT0093
 MT0093  STATE/COUNTY-  NV/ELKO
 MT0093  USGS QUAD   -  VALLEY PASS (1976)
 MT0093
 MT0093                         *CURRENT SURVEY CONTROL
 MT0093  ___________________________________________________________________
 MT0093* NAD 83(1986)-  41 10 14.     (N)    114 28 48.     (W)     SCALED    
 MT0093* NAVD 88     -      1852.969  (meters)    6079.28   (feet)  ADJUSTED  
 MT0093  ___________________________________________________________________
 MT0093  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 MT0093  DYNAMIC HT  -        1851.416 (meters)    6074.19  (feet)  COMP
 MT0093  MODELED GRAV-     979,719.3   (mgal)                       NAVD 88
 MT0093
 MT0093  VERT ORDER  -  FIRST     CLASS II
 MT0093
 MT0093.The horizontal coordinates were scaled from a topographic map and have
 MT0093.an estimated accuracy of +/- 6 seconds.
 MT0093
 MT0093.The orthometric height was determined by differential leveling
 MT0093.and adjusted by the National Geodetic Survey in June 1991..
 MT0093
 MT0093.The geoid height was determined by GEOID03.
 MT0093
 MT0093.The dynamic height is computed by dividing the NAVD 88
 MT0093.geopotential number by the normal gravity value computed on the
 MT0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0093.degrees latitude (g = 980.6199 gals.).
 MT0093
 MT0093.The modeled gravity was interpolated from observed gravity values.
 MT0093
 MT0093;                    North         East    Units  Estimated Accuracy
 MT0093;SPC NV E     - 8,713,170.      292,580.      MT  (+/- 180 meters Scaled)
 MT0093
 MT0093                          SUPERSEDED SURVEY CONTROL
 MT0093
 MT0093  NGVD 29 (??/??/92) 1851.811  (m)         6075.48   (f) ADJ UNCH    1 2
 MT0093
 MT0093.Superseded values are not recommended for survey control.
 MT0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0093.See file dsdata.txt to determine how the superseded data were derived.
 MT0093
 MT0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF113607(NAD 83)
 MT0093_MARKER: P = PIPE CAP
 MT0093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MT0093_STAMPING: A 4 6075.532
 MT0093_MARK LOGO: CGS   
 MT0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0093
 MT0093  HISTORY     - Date     Condition        Report By
 MT0093  HISTORY     - 1911     MONUMENTED       CGS
 MT0093  HISTORY     - 1953     GOOD             NGS
 MT0093  HISTORY     - 1984     GOOD             NGS
 MT0093
 MT0093                          STATION DESCRIPTION
 MT0093
 MT0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0093'1.7 MI NW FROM VALLEY PASS.
 MT0093'1.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0093'THE STATION AT VALLEY PASS, 0.1 MILE SOUTHEAST OF MILEPOLE 639, 94.0
 MT0093'FEET NORTHEAST OF THE NORTHEAST RAIL, 66 1/2 FEET NORTH OF THE 4TH
 MT0093'POLE SOUTHEAST OF MILEPOLE 639, 4.9 FEET SOUTHWEST OF A FENCE, 1.7
 MT0093'FEET NORTHWEST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE
 MT0093'TRACK, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.1
 MT0093'FEET ABOVE THE GROUND.
 MT0093
 MT0093                          STATION RECOVERY (1984)
 MT0093
 MT0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0093'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.25 KM
 MT0093'(13.9 MI) SOUTHWEST ALONG STATE HIGHWAY 233 FROM THE POST OFFICE AT
 MT0093'MONTELLO, THENCE 13.45 KM (8.4 MI) NORTHWEST ALONG THE SOUTHERN
 MT0093'PACIFIC RAILROAD, 0.16 KM (0.1 MI) SOUTHEAST OF MILEPOLE 639,
 MT0093'28.6 METERS (94 FT) NORTHEAST OF THE NORTHEAST RAIL AND 1.5 METERS
 MT0093'(5 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.  A SHALLOW-SET PIPE
 MT0093'PROJECTING 30 CENTIMETERS.
 MT0093'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 MT0093'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0434 ***********************************************************************
 MT0434  DESIGNATION -  A 40
 MT0434  PID         -  MT0434
 MT0434  STATE/COUNTY-  NV/ELKO
 MT0434  USGS QUAD   -  HERDER CREEK (1967)
 MT0434
 MT0434                         *CURRENT SURVEY CONTROL
 MT0434  ___________________________________________________________________
 MT0434* NAD 83(1986)-  41 05 07.     (N)    115 13 48.     (W)     SCALED    
 MT0434* NAVD 88     -      1634.333  (meters)    5361.97   (feet)  ADJUSTED  
 MT0434  ___________________________________________________________________
 MT0434  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 MT0434  DYNAMIC HT  -        1632.969 (meters)    5357.50  (feet)  COMP
 MT0434  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 MT0434
 MT0434  VERT ORDER  -  FIRST     CLASS II
 MT0434
 MT0434.The horizontal coordinates were scaled from a topographic map and have
 MT0434.an estimated accuracy of +/- 6 seconds.
 MT0434
 MT0434.The orthometric height was determined by differential leveling
 MT0434.and adjusted by the National Geodetic Survey in June 1991..
 MT0434
 MT0434.The geoid height was determined by GEOID03.
 MT0434
 MT0434.The dynamic height is computed by dividing the NAVD 88
 MT0434.geopotential number by the normal gravity value computed on the
 MT0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0434.degrees latitude (g = 980.6199 gals.).
 MT0434
 MT0434.The modeled gravity was interpolated from observed gravity values.
 MT0434
 MT0434;                    North         East    Units  Estimated Accuracy
 MT0434;SPC NV E     - 8,703,180.      229,690.      MT  (+/- 180 meters Scaled)
 MT0434
 MT0434                          SUPERSEDED SURVEY CONTROL
 MT0434
 MT0434  NGVD 29 (??/??/92) 1633.148  (m)         5358.09   (f) ADJ UNCH    1 2
 MT0434
 MT0434.Superseded values are not recommended for survey control.
 MT0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0434.See file dsdata.txt to determine how the superseded data were derived.
 MT0434
 MT0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF486497(NAD 83)
 MT0434_MARKER: DB = BENCH MARK DISK
 MT0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0434_STAMPING: A 40 1934
 MT0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0434+STABILITY: SURFACE MOTION
 MT0434
 MT0434  HISTORY     - Date     Condition        Report By
 MT0434  HISTORY     - 1934     MONUMENTED       CGS
 MT0434  HISTORY     - 1953     GOOD             NGS
 MT0434
 MT0434                          STATION DESCRIPTION
 MT0434
 MT0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0434'2.6 MI NE FROM DEETH.
 MT0434'2.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0434'THE STATION AT DEETH, AT THE CROSSING OF A TELEGRAPH LINE, 12-3/4
 MT0434'RAILS NORTHEAST OF THE NORTHEAST END OF SOUTHERN PACIFIC COMPANY
 MT0434'BRIDGE 592.13 AND WESTERN PACIFIC RAILROAD BRIDGE 702.04, 8-1/2 RAILS
 MT0434'SOUTHWEST OF SEMAPHORE 592.3, ABOUT 100 FEET SOUTH OF THE SOUTH RAIL
 MT0434'OF THE WESTERN PACIFIC TRACK (UNABLE TO GET ACCURATE MEASUREMENT ON
 MT0434'ACCOUNT OF BRUSH AND WATER), 32 1/2 FEET EAST OF THE SECOND TELEGRAPH
 MT0434'POLE SOUTHEAST OF THE TRACKS, 22.5 FEET SOUTH OF A T JUNCTION OF FENCE
 MT0434'LINES, 12.4 FEET NORTHWEST OF A FENCE CORNER, 1.4 FEET NORTH OF A
 MT0434'WITNESS POST, ABOUT 7 FEET LOWER THAN THE TRACKS, AND SET IN THE TOP
 MT0434'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0966 ***********************************************************************
 FS0966  DESIGNATION -  A 404
 FS0966  PID         -  FS0966
 FS0966  STATE/COUNTY-  NV/CLARK
 FS0966  USGS QUAD   -  BOULDER CITY NW (1983)
 FS0966
 FS0966                         *CURRENT SURVEY CONTROL
 FS0966  ___________________________________________________________________
 FS0966* NAD 83(1986)-  35 57 59.     (N)    114 53 39.     (W)     SCALED    
 FS0966* NAVD 88     -       705.969  (meters)    2316.17   (feet)  ADJUSTED  
 FS0966  ___________________________________________________________________
 FS0966  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FS0966  DYNAMIC HT  -         705.237 (meters)    2313.77  (feet)  COMP
 FS0966  MODELED GRAV-     979,572.9   (mgal)                       NAVD 88
 FS0966
 FS0966  VERT ORDER  -  FIRST     CLASS II
 FS0966
 FS0966.The horizontal coordinates were scaled from a topographic map and have
 FS0966.an estimated accuracy of +/- 6 seconds.
 FS0966
 FS0966.The orthometric height was determined by differential leveling
 FS0966.and adjusted by the National Geodetic Survey in June 1991..
 FS0966
 FS0966.The geoid height was determined by GEOID03.
 FS0966
 FS0966.The dynamic height is computed by dividing the NAVD 88
 FS0966.geopotential number by the normal gravity value computed on the
 FS0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0966.degrees latitude (g = 980.6199 gals.).
 FS0966
 FS0966.The modeled gravity was interpolated from observed gravity values.
 FS0966
 FS0966;                    North         East    Units  Estimated Accuracy
 FS0966;SPC NV E     - 8,135,160.      262,160.      MT  (+/- 180 meters Scaled)
 FS0966
 FS0966                          SUPERSEDED SURVEY CONTROL
 FS0966
 FS0966.No superseded survey control is available for this station.
 FS0966
 FS0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV898822(NAD 83)
 FS0966_MARKER: I = METAL ROD
 FS0966_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FS0966_SP_SET: STAINLESS STEEL ROD
 FS0966_STAMPING: A 404 1981
 FS0966_MARK LOGO: NGS   
 FS0966_PROJECTION: RECESSED 8 CENTIMETERS
 FS0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0966_ROD/PIPE-DEPTH: 2.0  meters
 FS0966
 FS0966  HISTORY     - Date     Condition        Report By
 FS0966  HISTORY     - 1981     MONUMENTED       NGS
 FS0966
 FS0966                          STATION DESCRIPTION
 FS0966
 FS0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FS0966'6.05 KM (3.75 MI) WEST FROM BOULDER CITY.
 FS0966'6.05 KM (3.75 MI) WEST ALONG US HIGHWAY 93 FROM THE US BUREAU OF
 FS0966'RECLAMATION ADMINISTRATION BUILDING IN BOULDER CITY, 126.2 METERS (416
 FS0966'FT) SOUTH OF THE CENTERLINE OF THE EAST BOUNDS LANES OF THE HIGHWAY,
 FS0966'52.7 METERS (173 FT) EAST OF THE CENTERLINE OF US HIGHWAY 95, 36.9
 FS0966'METERS (121 FT) SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST END 0F A
 FS0966'24-INCH CONCRETE PIPE CULVERT UNDER THE ONRAMP TO THE EAST BOUND LANES
 FS0966'OF US HIGHWAY 93, 15.1 METERS (49.5 FT) EAST OF A FENCE CORNER, 0.3
 FS0966'METER (1 FT) NORTH OF A FENCE.
 FS0966'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 FS0966'THE MARK IS ABOVE LEVEL WITH US HIGHWAY 95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0421 ***********************************************************************
 GS0421  DESIGNATION -  A 405
 GS0421  PID         -  GS0421
 GS0421  STATE/COUNTY-  NV/NYE
 GS0421  USGS QUAD   -  FRANKLIN WELL (1987)
 GS0421
 GS0421                         *CURRENT SURVEY CONTROL
 GS0421  ___________________________________________________________________
 GS0421* NAD 83(1986)-  36 24 33.     (N)    116 25 19.     (W)     SCALED    
 GS0421* NAVD 88     -       660.803  (meters)    2167.98   (feet)  ADJUSTED  
 GS0421  ___________________________________________________________________
 GS0421  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 GS0421  DYNAMIC HT  -         660.134 (meters)    2165.79  (feet)  COMP
 GS0421  MODELED GRAV-     979,600.1   (mgal)                       NAVD 88
 GS0421
 GS0421  VERT ORDER  -  FIRST     CLASS II
 GS0421
 GS0421.The horizontal coordinates were scaled from a topographic map and have
 GS0421.an estimated accuracy of +/- 6 seconds.
 GS0421
 GS0421.The orthometric height was determined by differential leveling
 GS0421.and adjusted by the National Geodetic Survey in June 1991..
 GS0421
 GS0421.The geoid height was determined by GEOID03.
 GS0421
 GS0421.The dynamic height is computed by dividing the NAVD 88
 GS0421.geopotential number by the normal gravity value computed on the
 GS0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0421.degrees latitude (g = 980.6199 gals.).
 GS0421
 GS0421.The modeled gravity was interpolated from observed gravity values.
 GS0421
 GS0421;                    North         East    Units  Estimated Accuracy
 GS0421;SPC NV C     - 6,184,100.      521,950.      MT  (+/- 180 meters Scaled)
 GS0421
 GS0421                          SUPERSEDED SURVEY CONTROL
 GS0421
 GS0421  NGVD 29 (05/01/91)  660.023  (m)         2165.43   (f) ADJUSTED    1 2
 GS0421
 GS0421.Superseded values are not recommended for survey control.
 GS0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0421.See file dsdata.txt to determine how the superseded data were derived.
 GS0421
 GS0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA518294(NAD 83)
 GS0421_MARKER: I = METAL ROD
 GS0421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0421_SP_SET: STAINLESS STEEL ROD
 GS0421_STAMPING: A 405 1982
 GS0421_MARK LOGO: NGS   
 GS0421_PROJECTION: PROJECTING 6 CENTIMETERS
 GS0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GS0421+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2002
 GS0421_ROD/PIPE-DEPTH: 1.8  meters
 GS0421
 GS0421  HISTORY     - Date     Condition        Report By
 GS0421  HISTORY     - 1982     MONUMENTED       NGS
 GS0421  HISTORY     - 20020811 GOOD             USPSQD
 GS0421
 GS0421                          STATION DESCRIPTION
 GS0421
 GS0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0421'11.7 KM(7.3 MI) NORTH FROM DEATH VALLEY JUNCTION CA.
 GS0421'11.7 KM (7.3 MI) NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 GS0421'STATE HIGHWAY 190 AT DEATH VALLEY JUNCTION, 95.5 METERS (313.5 FT)
 GS0421'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AT THE CROSSING OF THE
 GS0421'CALIFORNIA-NEVADA STATE LINE, 57.9 METERS (190 FT) EAST OF THE
 GS0421'CENTERLINE OF THE HIGHWAY, 71.5 METERS (234.5 FT) NORTH OF THE WEST
 GS0421'POLE OF A THREE POLE STRUCTURE SUPPORTING THREE LARGE TRANSFORMERS,
 GS0421'2.3 METERS (7.5 FT) NORTH OF A POWER LINE POLE.
 GS0421'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 GS0421'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 GS0421
 GS0421                          STATION RECOVERY (2002)
 GS0421
 GS0421'RECOVERY NOTE BY US POWER SQUADRON 2002 (WK)
 GS0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1366 ***********************************************************************
 GR1366  DESIGNATION -  A 406
 GR1366  PID         -  GR1366
 GR1366  STATE/COUNTY-  NV/CLARK
 GR1366  USGS QUAD   -  MESQUITE (1985)
 GR1366
 GR1366                         *CURRENT SURVEY CONTROL
 GR1366  ___________________________________________________________________
 GR1366* NAD 83(1986)-  36 48 13.     (N)    114 05 36.     (W)     SCALED    
 GR1366* NAVD 88     -       486.078  (meters)    1594.74   (feet)  ADJUSTED  
 GR1366  ___________________________________________________________________
 GR1366  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 GR1366  DYNAMIC HT  -         485.596 (meters)    1593.16  (feet)  COMP
 GR1366  MODELED GRAV-     979,626.3   (mgal)                       NAVD 88
 GR1366
 GR1366  VERT ORDER  -  FIRST     CLASS II
 GR1366
 GR1366.The horizontal coordinates were scaled from a topographic map and have
 GR1366.an estimated accuracy of +/- 6 seconds.
 GR1366
 GR1366.The orthometric height was determined by differential leveling
 GR1366.and adjusted by the National Geodetic Survey in June 1991..
 GR1366
 GR1366.The geoid height was determined by GEOID03.
 GR1366
 GR1366.The dynamic height is computed by dividing the NAVD 88
 GR1366.geopotential number by the normal gravity value computed on the
 GR1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1366.degrees latitude (g = 980.6199 gals.).
 GR1366
 GR1366.The modeled gravity was interpolated from observed gravity values.
 GR1366
 GR1366;                    North         East    Units  Estimated Accuracy
 GR1366;SPC NV E     - 8,228,870.      332,960.      MT  (+/- 180 meters Scaled)
 GR1366
 GR1366                          SUPERSEDED SURVEY CONTROL
 GR1366
 GR1366.No superseded survey control is available for this station.
 GR1366
 GR1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA593770(NAD 83)
 GR1366_MARKER: I = METAL ROD
 GR1366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1366_SP_SET: STAINLESS STEEL ROD
 GR1366_STAMPING: A 406 1982
 GR1366_MARK LOGO: NGS   
 GR1366_PROJECTION: FLUSH
 GR1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1366_ROD/PIPE-DEPTH: 12.2 meters
 GR1366
 GR1366  HISTORY     - Date     Condition        Report By
 GR1366  HISTORY     - 1982     MONUMENTED       NGS
 GR1366  HISTORY     - 19941017 MARK NOT FOUND   USPSQD
 GR1366  HISTORY     - 19951007 MARK NOT FOUND   USPSQD
 GR1366
 GR1366                          STATION DESCRIPTION
 GR1366
 GR1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GR1366'2.1 KM (1.3 MI) WEST FROM MESQUITE.
 GR1366'2.1 KM (1.3 MI) WEST ALONG MESQUITE BOULEVARD FROM THE CHURCH OF
 GR1366'LATTER DAY SAINTS IN MESQUITE, IN THE SOUTHWEST CORNER OF THE T
 GR1366'JUNCTION OF STATE HIGHWAY 170, 23.0 METERS (75.5 FT) SOUTH OF THE
 GR1366'BOULEVARD CENTERLINE, 11.3 METERS (37 FT) WEST OF THE HIGHWAY
 GR1366'CENTERLINE, 4.9 METERS (16 FT) SOUTH OF A FENCE CORNER POST, 2.7
 GR1366'METERS (9 FT) NORTH OF THE NORTH GATE POST FOR A PIPE GATE, 0.75 METER
 GR1366'(2.5 FT) EAST OF A HOG WIRE FENCE, 0.7 METER (2.3 FT) SOUTH OF THE
 GR1366'STATE HIGHWAY 170 MILEPOST 11.98.
 GR1366'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 GR1366'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 GR1366
 GR1366                          STATION RECOVERY (1994)
 GR1366
 GR1366'RECOVERY NOTE BY US POWER SQUADRON 1994
 GR1366'MARK NOT FOUND.
 GR1366
 GR1366                          STATION RECOVERY (1995)
 GR1366
 GR1366'RECOVERY NOTE BY US POWER SQUADRON 1995
 GR1366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1335 ***********************************************************************
 GR1335  DESIGNATION -  A 407
 GR1335  PID         -  GR1335
 GR1335  STATE/COUNTY-  NV/CLARK
 GR1335  USGS QUAD   -  CORN CREEK SPRINGS NW (1974)
 GR1335
 GR1335                         *CURRENT SURVEY CONTROL
 GR1335  ___________________________________________________________________
 GR1335* NAD 83(1986)-  36 28 37.     (N)    115 28 04.     (W)     SCALED    
 GR1335* NAVD 88     -      1009.844  (meters)    3313.13   (feet)  ADJUSTED  
 GR1335  ___________________________________________________________________
 GR1335  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 GR1335  DYNAMIC HT  -        1008.740 (meters)    3309.51  (feet)  COMP
 GR1335  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 GR1335
 GR1335  VERT ORDER  -  FIRST     CLASS II
 GR1335
 GR1335.The horizontal coordinates were scaled from a topographic map and have
 GR1335.an estimated accuracy of +/- 6 seconds.
 GR1335
 GR1335.The orthometric height was determined by differential leveling
 GR1335.and adjusted by the National Geodetic Survey in June 1991..
 GR1335
 GR1335.The geoid height was determined by GEOID03.
 GR1335
 GR1335.The dynamic height is computed by dividing the NAVD 88
 GR1335.geopotential number by the normal gravity value computed on the
 GR1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1335.degrees latitude (g = 980.6199 gals.).
 GR1335
 GR1335.The modeled gravity was interpolated from observed gravity values.
 GR1335
 GR1335;                    North         East    Units  Estimated Accuracy
 GR1335;SPC NV E     - 8,191,600.      210,360.      MT  (+/- 180 meters Scaled)
 GR1335
 GR1335                          SUPERSEDED SURVEY CONTROL
 GR1335
 GR1335  NGVD 29 (05/01/91) 1009.034  (m)         3310.47   (f) ADJUSTED    1 2
 GR1335
 GR1335.Superseded values are not recommended for survey control.
 GR1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1335.See file dsdata.txt to determine how the superseded data were derived.
 GR1335
 GR1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA372379(NAD 83)
 GR1335_MARKER: I = METAL ROD
 GR1335_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1335_SP_SET: STAINLESS STEEL ROD
 GR1335_STAMPING: A 407 1983
 GR1335_MARK LOGO: NGS   
 GR1335_PROJECTION: FLUSH
 GR1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1335_ROD/PIPE-DEPTH: 2.4  meters
 GR1335
 GR1335  HISTORY     - Date     Condition        Report By
 GR1335  HISTORY     - 1983     MONUMENTED       NGS
 GR1335
 GR1335                          STATION DESCRIPTION
 GR1335
 GR1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1335'21.4 KM (13.4 MI) SE FROM INDIAN SPRINGS.
 GR1335'21.4 KM (13.4 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE POST OFFICE
 GR1335'IN INDIAN SPRINGS, IN THE SOUTH CORNER OF THE JUNCTION OF STATE
 GR1335'HIGHWAY 156, 71.0 METERS (233 FT) SOUTH OF MILEPOST 106, 64.6 METERS
 GR1335'(212 FT) SOUTHWEST OF THE SOUTH BOUND CENTERLINE, 56.4 METERS (185 FT)
 GR1335'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 156, 8.2 METERS (27 FT)
 GR1335'EAST OF A TELEPHONE POLE, 0.6 METER (2 FT) SOUTHEAST OF A WOODEN RIGHT
 GR1335'OF WAY POST.
 GR1335'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 GR1335'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1359 ***********************************************************************
 GR1359  FBN         -  This is a Federal Base Network Control Station.
 GR1359  DESIGNATION -  A 408
 GR1359  PID         -  GR1359
 GR1359  STATE/COUNTY-  NV/NYE
 GR1359  USGS QUAD   -  NIAVI WASH (1984)
 GR1359
 GR1359                         *CURRENT SURVEY CONTROL
 GR1359  ___________________________________________________________________
 GR1359* NAD 83(1999)-  36 35 06.28316(N)    115 54 40.05080(W)     ADJUSTED  
 GR1359* NAVD 88     -      1098.871  (meters)    3605.21   (feet)  ADJUSTED  
 GR1359  ___________________________________________________________________
 GR1359  EPOCH DATE  -        1999.37
 GR1359  X           -  -2,241,003.753 (meters)                     COMP
 GR1359  Y           -  -4,612,885.331 (meters)                     COMP
 GR1359  Z           -   3,781,158.682 (meters)                     COMP
 GR1359  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 GR1359  ELLIP HEIGHT-        1072.14  (meters)          (05/16/00) GPS OBS
 GR1359  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 GR1359  DYNAMIC HT  -        1097.686 (meters)    3601.32  (feet)  COMP
 GR1359  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 GR1359
 GR1359  HORZ ORDER  -  A
 GR1359  VERT ORDER  -  FIRST     CLASS II
 GR1359  ELLP ORDER  -  FOURTH    CLASS I
 GR1359
 GR1359.The horizontal coordinates were established by GPS observations
 GR1359.and adjusted by the National Geodetic Survey in May 2000..
 GR1359.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 GR1359.DATUM ITEM on the data sheet items page.
 GR1359.The horizontal coordinates are valid at the epoch date displayed above.
 GR1359.The epoch date for horizontal control is a decimal equivalence
 GR1359.of Year/Month/Day.
 GR1359
 GR1359.The orthometric height was determined by differential leveling
 GR1359.and adjusted by the National Geodetic Survey in June 1991..
 GR1359
 GR1359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GR1359
 GR1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1359
 GR1359.The ellipsoidal height was determined by GPS observations
 GR1359.and is referenced to NAD 83.
 GR1359
 GR1359.The geoid height was determined by GEOID03.
 GR1359
 GR1359.The dynamic height is computed by dividing the NAVD 88
 GR1359.geopotential number by the normal gravity value computed on the
 GR1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1359.degrees latitude (g = 980.6199 gals.).
 GR1359
 GR1359.The modeled gravity was interpolated from observed gravity values.
 GR1359
 GR1359;                    North         East     Units Scale Factor Converg.
 GR1359;SPC NV C     - 6,203,852.599   567,609.473   MT  0.99995630   +0 27 01.2
 GR1359;SPC NV C     -20,353,806.40  1,862,232.08   sFT  0.99995630   +0 27 01.2
 GR1359;UTM  11      - 4,049,397.121   597,409.393   MT  0.99971690   +0 38 56.5
 GR1359
 GR1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1359!SPC NV C     -   0.99983177  x   0.99995630  =   0.99978807
 GR1359!UTM  11      -   0.99983177  x   0.99971690  =   0.99954872
 GR1359
 GR1359                          SUPERSEDED SURVEY CONTROL
 GR1359
 GR1359  NAD 83(1994)-  36 35 06.28226(N)    115 54 40.04866(W) AD(       ) B
 GR1359  ELLIP H (03/30/95) 1072.22   (m)                       GP(       ) 4 1
 GR1359  NAVD 88 (03/30/95) 1098.87   (m)         3605.2    (f) LEVELING    3  
 GR1359  NGVD 29 (05/01/91) 1098.031  (m)         3602.46   (f) ADJUSTED    1 2
 GR1359
 GR1359.Superseded values are not recommended for survey control.
 GR1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1359.See file dsdata.txt to determine how the superseded data were derived.
 GR1359
 GR1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA9740949397(NAD 83)
 GR1359_MARKER: F = FLANGE-ENCASED ROD
 GR1359_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GR1359_SP_SET: STAINLESS STEEL ROD
 GR1359_STAMPING: A 408 1983
 GR1359_MARK LOGO: NGS   
 GR1359_PROJECTION: FLUSH
 GR1359_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR1359+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2001
 GR1359_ROD/PIPE-DEPTH: 4.0  meters
 GR1359
 GR1359  HISTORY     - Date     Condition        Report By
 GR1359  HISTORY     - 1983     MONUMENTED       NGS
 GR1359  HISTORY     - 19940318 GOOD             NGS
 GR1359  HISTORY     - 19981209 GOOD             NGS
 GR1359  HISTORY     - 20010404 GOOD             JCLS
 GR1359
 GR1359                          STATION DESCRIPTION
 GR1359
 GR1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1359'21.9 KM (13.7 MI) WEST FROM INDIAN SPRINGS.
 GR1359'21.95 KM (13.7 MI) WEST ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 GR1359'INDIAN SPRINGS, 82.9 METERS (272 FT) EAST OF MILEPOST 1, 25.1 METERS
 GR1359'(82.5 FT) NORTHEAST OF THE WEST BOUND CENTERLINE, 46.9 METERS (154 FT)
 GR1359'NORTHWEST OF THE NORTHWEST END OF A 24-INCH CORRUGATED METAL PIPE
 GR1359'CULVERT, 0.6 METER (0.2 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 GR1359'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 GR1359'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 GR1359
 GR1359                          STATION RECOVERY (1994)
 GR1359
 GR1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 GR1359'STATION IS LOCATED ABOUT 80 KM (49.70 MI) NORTHWEST OF LAS VEGAS, 21
 GR1359'KM (13.05 MI) WEST OF INDIAN SPRINGS, 0.95 KM (0.60 MI) WEST OF THE
 GR1359'NYE-CLARK COUNTY LINE, ALONG US HIGHWAY 95, ON THE RIGHT-OF-WAY, AT
 GR1359'MILE 0.9, IN A BARE GRAVEL AREA, IN SOUTH CENTRAL SECTION 4, T 16 S, R
 GR1359'54 E.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION. TO REACH FROM
 GR1359'THE ENTRANCE TO THE AIR FORCE AIRFIELD AT INDIAN SPRINGS, GO WEST ON
 GR1359'HIGHWAY 95 FOR 19.8 KM (12.30 MI) TO THE COUNTY LINE.  CONTINUE AHEAD
 GR1359'FOR 1.50 KM (0.95 MI) TO THE STATION ON THE RIGHT, 76 M (249.3 FT)
 GR1359'BEFORE REACHING MILEPOST 1. STATION MARK IS A PUNCH HOLE TOP CENTER ON
 GR1359'A STEEL ROD ENCASED IN A PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST
 GR1359'PROJECTING 1 CM ABOVE GROUND.  IT IS 24.6 M (80.7 FT) NORTHEAST OF,
 GR1359'AND 0.5 M (1.6 FT) LOWER THAN THE CENTER OF THE NORTHBOUND LANES, 46.3
 GR1359'M (151.9 FT) NORTH-NORTHWEST OF THE NORTHWEST END OF A CONCRETE
 GR1359'HEADWALL, 66.4 M (217.8 FT) SOUTHEAST OF THE SOUTHEAST ONE OF TWO
 GR1359'BRACED WOOD FENCE POSTS IN THE RIGHT-OF-WAY FENCE, 0.6 M (2.0 FT)
 GR1359'SOUTHWEST OF THE FENCE, AND 0.6 M (2.0 FT) NORTHWEST OF A FIBERGLASS
 GR1359'WITNESS POST.
 GR1359
 GR1359                          STATION RECOVERY (1998)
 GR1359
 GR1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 GR1359'RECOVERED AS DESCRIBED.
 GR1359
 GR1359                          STATION RECOVERY (2001)
 GR1359
 GR1359'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 GR1359' 
 GR1359' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0478 ***********************************************************************
 GS0478  DESIGNATION -  A 409
 GS0478  PID         -  GS0478
 GS0478  STATE/COUNTY-  NV/NYE
 GS0478  USGS QUAD   -  BIG DUNE (1986)
 GS0478
 GS0478                         *CURRENT SURVEY CONTROL
 GS0478  ___________________________________________________________________
 GS0478* NAD 83(1986)-  36 43 07.     (N)    116 36 46.     (W)     SCALED    
 GS0478* NAVD 88     -       792.870  (meters)    2601.27   (feet)  ADJUSTED  
 GS0478  ___________________________________________________________________
 GS0478  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GS0478  DYNAMIC HT  -         792.073 (meters)    2598.66  (feet)  COMP
 GS0478  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 GS0478
 GS0478  VERT ORDER  -  FIRST     CLASS I
 GS0478
 GS0478.The horizontal coordinates were scaled from a topographic map and have
 GS0478.an estimated accuracy of +/- 6 seconds.
 GS0478
 GS0478.The orthometric height was determined by differential leveling
 GS0478.and adjusted by the National Geodetic Survey in June 1991..
 GS0478
 GS0478.The geoid height was determined by GEOID03.
 GS0478
 GS0478.The dynamic height is computed by dividing the NAVD 88
 GS0478.geopotential number by the normal gravity value computed on the
 GS0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0478.degrees latitude (g = 980.6199 gals.).
 GS0478
 GS0478.The modeled gravity was interpolated from observed gravity values.
 GS0478
 GS0478;                    North         East    Units  Estimated Accuracy
 GS0478;SPC NV C     - 6,218,410.      504,810.      MT  (+/- 180 meters Scaled)
 GS0478
 GS0478                          SUPERSEDED SURVEY CONTROL
 GS0478
 GS0478  NGVD 29 (05/01/91)  792.043  (m)         2598.56   (f) ADJUSTED    1 1
 GS0478
 GS0478.Superseded values are not recommended for survey control.
 GS0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0478.See file dsdata.txt to determine how the superseded data were derived.
 GS0478
 GS0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA345637(NAD 83)
 GS0478_MARKER: I = METAL ROD
 GS0478_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0478_SP_SET: STAINLESS STEEL ROD
 GS0478_STAMPING: A 409 1983
 GS0478_MARK LOGO: NGS   
 GS0478_PROJECTION: FLUSH
 GS0478_MAGNETIC: I = MARKER IS A STEEL ROD
 GS0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0478_ROD/PIPE-DEPTH: 3.0  meters
 GS0478
 GS0478  HISTORY     - Date     Condition        Report By
 GS0478  HISTORY     - 1983     MONUMENTED       NGS
 GS0478  HISTORY     - 19921125 GOOD             USGS
 GS0478
 GS0478                          STATION DESCRIPTION
 GS0478
 GS0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0478'20.8 KM (13.0 MI) NW FROM LATHROP WELLS.
 GS0478'20.8 KM (13.05 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0478'STATE HIGHWAY 373 IN LATHROP WELLS, 0.57 KM (0.35 MI) SOUTHEAST OF
 GS0478'MILEPOST 44, IN THE SOUTH CORNER OF THE T JUNCTION OF A DIRT ROAD
 GS0478'LEADING SOUTHWEST, 93.6 METERS (307 FT) SOUTHWEST OF THE HIGHWAY
 GS0478'CENTERLINE, 11.9 METERS (39 FT) SOUTHEAST OF THE CENTER OF THE DIRT
 GS0478'ROAD, 0.5 METER (1.5 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 GS0478'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 GS0478'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 GS0478
 GS0478                          STATION RECOVERY (1992)
 GS0478
 GS0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0384 ***********************************************************************
 MT0384  DESIGNATION -  A 41
 MT0384  PID         -  MT0384
 MT0384  STATE/COUNTY-  NV/ELKO
 MT0384  USGS QUAD   -  JARBIDGE SOUTH (1986)
 MT0384
 MT0384                         *CURRENT SURVEY CONTROL
 MT0384  ___________________________________________________________________
 MT0384* NAD 83(1986)-  41 47 21.     (N)    115 28 35.     (W)     SCALED    
 MT0384* NAVD 88     -      2495.392  (meters)    8186.97   (feet)  ADJUSTED  
 MT0384  ___________________________________________________________________
 MT0384  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 MT0384  DYNAMIC HT  -        2493.157 (meters)    8179.63  (feet)  COMP
 MT0384  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 MT0384
 MT0384  VERT ORDER  -  SECOND    CLASS 0
 MT0384
 MT0384.The horizontal coordinates were scaled from a topographic map and have
 MT0384.an estimated accuracy of +/- 6 seconds.
 MT0384
 MT0384.The orthometric height was determined by differential leveling
 MT0384.and adjusted by the National Geodetic Survey in June 1991..
 MT0384
 MT0384.The geoid height was determined by GEOID03.
 MT0384
 MT0384.The dynamic height is computed by dividing the NAVD 88
 MT0384.geopotential number by the normal gravity value computed on the
 MT0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0384.degrees latitude (g = 980.6199 gals.).
 MT0384
 MT0384.The modeled gravity was interpolated from observed gravity values.
 MT0384
 MT0384;                    North         East    Units  Estimated Accuracy
 MT0384;SPC NV E     - 8,781,290.      208,890.      MT  (+/- 180 meters Scaled)
 MT0384
 MT0384                          SUPERSEDED SURVEY CONTROL
 MT0384
 MT0384  NGVD 29 (??/??/92) 2493.986  (m)         8182.35   (f) ADJ UNCH    2 0
 MT0384
 MT0384.Superseded values are not recommended for survey control.
 MT0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0384.See file dsdata.txt to determine how the superseded data were derived.
 MT0384
 MT0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG265274(NAD 83)
 MT0384_MARKER: DB = BENCH MARK DISK
 MT0384_SETTING: 80 = SET IN A BOULDER
 MT0384_STAMPING: A-41 1934
 MT0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0384+STABILITY: SURFACE MOTION
 MT0384
 MT0384  HISTORY     - Date     Condition        Report By
 MT0384  HISTORY     - 1934     MONUMENTED       CGS
 MT0384
 MT0384                          STATION DESCRIPTION
 MT0384
 MT0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0384'9.9 MI S FROM JARBIDGE.
 MT0384'9.9 MILES SOUTH OF PUBLIC SCHOOL AT JARBIDGE IN TOP OF LARGE GRANITE
 MT0384'BOULDER IN SMALL ONE ACRE CLEARING.  60 FEET SOUTHWEST OF FOOT OF
 MT0384'LARGE ROCKY BLUFF.  33 FEET NORTHEAST OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0435 ***********************************************************************
 JQ0435  DESIGNATION -  A 410
 JQ0435  PID         -  JQ0435
 JQ0435  STATE/COUNTY-  NV/NYE
 JQ0435  USGS QUAD   -  TONOPAH (1982)
 JQ0435
 JQ0435                         *CURRENT SURVEY CONTROL
 JQ0435  ___________________________________________________________________
 JQ0435* NAD 83(1986)-  38 03 50.     (N)    117 13 24.     (W)     SCALED    
 JQ0435* NAVD 88     -      1866.317  (meters)    6123.07   (feet)  ADJUSTED  
 JQ0435  ___________________________________________________________________
 JQ0435  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 JQ0435  DYNAMIC HT  -        1864.204 (meters)    6116.14  (feet)  COMP
 JQ0435  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 JQ0435
 JQ0435  VERT ORDER  -  FIRST     CLASS II
 JQ0435
 JQ0435.The horizontal coordinates were scaled from a topographic map and have
 JQ0435.an estimated accuracy of +/- 6 seconds.
 JQ0435
 JQ0435.The orthometric height was determined by differential leveling
 JQ0435.and adjusted by the National Geodetic Survey in June 1991..
 JQ0435
 JQ0435.The geoid height was determined by GEOID03.
 JQ0435
 JQ0435.The dynamic height is computed by dividing the NAVD 88
 JQ0435.geopotential number by the normal gravity value computed on the
 JQ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0435.degrees latitude (g = 980.6199 gals.).
 JQ0435
 JQ0435.The modeled gravity was interpolated from observed gravity values.
 JQ0435
 JQ0435;                    North         East    Units  Estimated Accuracy
 JQ0435;SPC NV C     - 6,367,840.      451,150.      MT  (+/- 180 meters Scaled)
 JQ0435
 JQ0435                          SUPERSEDED SURVEY CONTROL
 JQ0435
 JQ0435  NGVD 29 (05/01/91) 1865.068  (m)         6118.98   (f) ADJUSTED    1 2
 JQ0435
 JQ0435.Superseded values are not recommended for survey control.
 JQ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0435.See file dsdata.txt to determine how the superseded data were derived.
 JQ0435
 JQ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC804129(NAD 83)
 JQ0435_MARKER: DB = BENCH MARK DISK
 JQ0435_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0435_SP_SET: ROCK OUTCROP
 JQ0435_STAMPING: A 410 1983
 JQ0435_MARK LOGO: NGS   
 JQ0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0435+STABILITY: POSITION/ELEVATION WELL
 JQ0435
 JQ0435  HISTORY     - Date     Condition        Report By
 JQ0435  HISTORY     - 1983     MONUMENTED       NGS
 JQ0435  HISTORY     - 1984     GOOD             NGS
 JQ0435  HISTORY     - 1984     GOOD             NGS
 JQ0435
 JQ0435                          STATION DESCRIPTION
 JQ0435
 JQ0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JQ0435'IN TONOPAH.
 JQ0435'AT THE T-JUNCTION OF US HIGHWAY 95 AND STATE HIGHWAY 6 IN TONOPAH, IN
 JQ0435'TOP OF A 15- BY 20-FOOT PORTION OF OUTCROP PROJECTING 3 FEET ABOVE THE
 JQ0435'SURFACE OF THE GROUND, 91.4 METERS (300 FT) NORTH OF THE CENTER OF THE
 JQ0435'T-JUNCTION OF THE HIGHWAYS, 31.0 METERS (102 FT) NORTHWEST OF THE
 JQ0435'CENTERLINE OF STATE HIGHWAY 6, 14.6 METERS (48 FT) WEST OF A LAMP
 JQ0435'POLE, 0.9 METER (3 FT) SOUTHEAST OF A CHAIN LINK RIGHT-OF-WAY FENCE.
 JQ0435'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 JQ0435'THE MARK IS 3.0 M ABOVE THE T JUNCTION.
 JQ0435
 JQ0435                          STATION RECOVERY (1984)
 JQ0435
 JQ0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0435'RECOVERED IN GOOD CONDITION.
 JQ0435
 JQ0435                          STATION RECOVERY (1984)
 JQ0435
 JQ0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0837 ***********************************************************************
 HQ0837  DESIGNATION -  A 411
 HQ0837  PID         -  HQ0837
 HQ0837  STATE/COUNTY-  NV/ESMERALDA
 HQ0837  USGS QUAD   -  GOLDFIELD (1987)
 HQ0837
 HQ0837                         *CURRENT SURVEY CONTROL
 HQ0837  ___________________________________________________________________
 HQ0837* NAD 83(1986)-  37 38 26.     (N)    117 13 05.     (W)     SCALED    
 HQ0837* NAVD 88     -      1673.020  (meters)    5488.90   (feet)  ADJUSTED  
 HQ0837  ___________________________________________________________________
 HQ0837  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 HQ0837  DYNAMIC HT  -        1671.137 (meters)    5482.72  (feet)  COMP
 HQ0837  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 HQ0837
 HQ0837  VERT ORDER  -  FIRST     CLASS II
 HQ0837
 HQ0837.The horizontal coordinates were scaled from a topographic map and have
 HQ0837.an estimated accuracy of +/- 6 seconds.
 HQ0837
 HQ0837.The orthometric height was determined by differential leveling
 HQ0837.and adjusted by the National Geodetic Survey in June 1991..
 HQ0837
 HQ0837.The geoid height was determined by GEOID03.
 HQ0837
 HQ0837.The dynamic height is computed by dividing the NAVD 88
 HQ0837.geopotential number by the normal gravity value computed on the
 HQ0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0837.degrees latitude (g = 980.6199 gals.).
 HQ0837
 HQ0837.The modeled gravity was interpolated from observed gravity values.
 HQ0837
 HQ0837;                    North         East    Units  Estimated Accuracy
 HQ0837;SPC NV W     - 4,321,590.      920,490.      MT  (+/- 180 meters Scaled)
 HQ0837
 HQ0837                          SUPERSEDED SURVEY CONTROL
 HQ0837
 HQ0837  NGVD 29 (05/01/91) 1671.885  (m)         5485.18   (f) ADJUSTED    1 2
 HQ0837
 HQ0837.Superseded values are not recommended for survey control.
 HQ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0837.See file dsdata.txt to determine how the superseded data were derived.
 HQ0837
 HQ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB807659(NAD 83)
 HQ0837_MARKER: DB = BENCH MARK DISK
 HQ0837_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HQ0837_SP_SET: HEADWALL
 HQ0837_STAMPING: A 411 1983
 HQ0837_MARK LOGO: NGS   
 HQ0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0837
 HQ0837  HISTORY     - Date     Condition        Report By
 HQ0837  HISTORY     - 1983     MONUMENTED       NGS
 HQ0837
 HQ0837                          STATION DESCRIPTION
 HQ0837
 HQ0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0837'8.4 KM (5.2 MI) SOUTH FROM GOLDFIELD.
 HQ0837'8.4 KM (5.2 MI) SOUTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0837'GOLDFIELD, IN TOP OF THE SOUTH END OF THE WEST HEADWALL FOR A 6- BY
 HQ0837'8-FOOT BOX CULVERT, 10.6 METERS (35 FT) WEST OF THE HIGHWAY
 HQ0837'CENTERLINE, 0.15 METER (0.6 FT) NORTH OF THE SOUTH END.
 HQ0837'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0796 ***********************************************************************
 HQ0796  DESIGNATION -  A 412
 HQ0796  PID         -  HQ0796
 HQ0796  STATE/COUNTY-  NV/NYE
 HQ0796  USGS QUAD   -  SPRINGDALE NW (1986)
 HQ0796
 HQ0796                         *CURRENT SURVEY CONTROL
 HQ0796  ___________________________________________________________________
 HQ0796* NAD 83(1986)-  37 09 58.     (N)    116 54 19.     (W)     SCALED    
 HQ0796* NAVD 88     -      1227.189  (meters)    4026.20   (feet)  ADJUSTED  
 HQ0796  ___________________________________________________________________
 HQ0796  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 HQ0796  DYNAMIC HT  -        1225.856 (meters)    4021.83  (feet)  COMP
 HQ0796  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 HQ0796
 HQ0796  VERT ORDER  -  FIRST     CLASS II
 HQ0796
 HQ0796.The horizontal coordinates were scaled from a topographic map and have
 HQ0796.an estimated accuracy of +/- 6 seconds.
 HQ0796
 HQ0796.The orthometric height was determined by differential leveling
 HQ0796.and adjusted by the National Geodetic Survey in June 1991..
 HQ0796
 HQ0796.The geoid height was determined by GEOID03.
 HQ0796
 HQ0796.The dynamic height is computed by dividing the NAVD 88
 HQ0796.geopotential number by the normal gravity value computed on the
 HQ0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0796.degrees latitude (g = 980.6199 gals.).
 HQ0796
 HQ0796.The modeled gravity was interpolated from observed gravity values.
 HQ0796
 HQ0796;                    North         East    Units  Estimated Accuracy
 HQ0796;SPC NV C     - 6,268,090.      478,810.      MT  (+/- 180 meters Scaled)
 HQ0796
 HQ0796                          SUPERSEDED SURVEY CONTROL
 HQ0796
 HQ0796  NGVD 29 (05/01/91) 1226.194  (m)         4022.94   (f) ADJUSTED    1 2
 HQ0796
 HQ0796.Superseded values are not recommended for survey control.
 HQ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0796.See file dsdata.txt to determine how the superseded data were derived.
 HQ0796
 HQ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB084133(NAD 83)
 HQ0796_MARKER: I = METAL ROD
 HQ0796_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HQ0796_SP_SET: STAINLESS STEEL ROD
 HQ0796_STAMPING: A 412 1983
 HQ0796_MARK LOGO: NGS   
 HQ0796_PROJECTION: FLUSH
 HQ0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0796_ROD/PIPE-DEPTH: 6.1  meters
 HQ0796
 HQ0796  HISTORY     - Date     Condition        Report By
 HQ0796  HISTORY     - 1983     MONUMENTED       NGS
 HQ0796
 HQ0796                          STATION DESCRIPTION
 HQ0796
 HQ0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0796'37.0 KM (23.2 MI) NORTH FROM BEATTY.
 HQ0796'37.05 KM (23.2 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 HQ0796'STATE HIGHWAY 374 IN BEATTY, 5.35 KM (3.35 MI) NORTHWEST OF THE
 HQ0796'T-JUNCTION OF A PAVED ROAD LEADING NORTHEAST INTO THE NELLIS AIR FORCE
 HQ0796'RANGE, 62.2 METERS (204.5 FT) NORTHEAST OF MILEPOST 83, 66.1 METERS
 HQ0796'(217 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 4.5 METERS (15 FT)
 HQ0796'NORTHWEST OF A TELEPHONE POLE AND IN LINE WITH THE POLES.
 HQ0796'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 HQ0796'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0824 ***********************************************************************
 HQ0824  DESIGNATION -  A 413
 HQ0824  PID         -  HQ0824
 HQ0824  STATE/COUNTY-  NV/ESMERALDA
 HQ0824  USGS QUAD   -  STONEWALL PASS (1968)
 HQ0824
 HQ0824                         *CURRENT SURVEY CONTROL
 HQ0824  ___________________________________________________________________
 HQ0824* NAD 83(1986)-  37 27 03.     (N)    117 10 07.     (W)     SCALED    
 HQ0824* NAVD 88     -      1407.565  (meters)    4617.99   (feet)  ADJUSTED  
 HQ0824  ___________________________________________________________________
 HQ0824  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 HQ0824  DYNAMIC HT  -        1406.012 (meters)    4612.89  (feet)  COMP
 HQ0824  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 HQ0824
 HQ0824  VERT ORDER  -  FIRST     CLASS II
 HQ0824
 HQ0824.The horizontal coordinates were scaled from a topographic map and have
 HQ0824.an estimated accuracy of +/- 6 seconds.
 HQ0824
 HQ0824.The orthometric height was determined by differential leveling
 HQ0824.and adjusted by the National Geodetic Survey in June 1991..
 HQ0824
 HQ0824.The geoid height was determined by GEOID03.
 HQ0824
 HQ0824.The dynamic height is computed by dividing the NAVD 88
 HQ0824.geopotential number by the normal gravity value computed on the
 HQ0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0824.degrees latitude (g = 980.6199 gals.).
 HQ0824
 HQ0824.The modeled gravity was interpolated from observed gravity values.
 HQ0824
 HQ0824;                    North         East    Units  Estimated Accuracy
 HQ0824;SPC NV W     - 4,300,600.      925,170.      MT  (+/- 180 meters Scaled)
 HQ0824
 HQ0824                          SUPERSEDED SURVEY CONTROL
 HQ0824
 HQ0824  NGVD 29 (05/01/91) 1406.491  (m)         4614.46   (f) ADJUSTED    1 2
 HQ0824
 HQ0824.Superseded values are not recommended for survey control.
 HQ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0824.See file dsdata.txt to determine how the superseded data were derived.
 HQ0824
 HQ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB850449(NAD 83)
 HQ0824_MARKER: DB = BENCH MARK DISK
 HQ0824_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0824_SP_SET: ROCK OUTCROP
 HQ0824_STAMPING: A 413 1983
 HQ0824_MARK LOGO: NGS   
 HQ0824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0824+STABILITY: POSITION/ELEVATION WELL
 HQ0824
 HQ0824  HISTORY     - Date     Condition        Report By
 HQ0824  HISTORY     - 1983     MONUMENTED       NGS
 HQ0824
 HQ0824                          STATION DESCRIPTION
 HQ0824
 HQ0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0824'29.4 KM (18.2 MI) SOUTH FROM GOLDFIELD.
 HQ0824'29.4 KM (18.2 MI) SOUTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0824'GOLDFIELD, IN TOP OF AND 1.0 METERS (3.5 FT) SOUTH OF THE NORTH END OF
 HQ0824'A 3- BY 7-FOOT PORTION OF A BLACK VOLCANIC ROCK SHELF IN THE CENTER OF
 HQ0824'A LONG LOW BEDROCK CUT, 0.8 KM (0.5 MI) NORTH OF THE ESMERALDA-NYE
 HQ0824'COUNTY LINE, 5.85 KM (3.65 MI) SOUTH OF THE T-JUNCTION OF STATE
 HQ0824'HIGHWAY 266, 13.7 METERS (45 FT) WEST OF THE HIGHWAY CENTERLINE, 0.9
 HQ0824'METER (3 FT) ABOVE THE BASE OF THE CUT, 0.9 METER (3 FT) BELOW THE TOP
 HQ0824'OF THE CUT, 0.5 METER (1.5 FT) WEST OF THE EAST EDGE OF THE SHELF.
 HQ0824'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 HQ0824'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0358 ***********************************************************************
 MU0358  DESIGNATION -  A 414
 MU0358  PID         -  MU0358
 MU0358  STATE/COUNTY-  NV/ELKO
 MU0358  USGS QUAD   -  WATER PIPE CANYON (1987)
 MU0358
 MU0358                         *CURRENT SURVEY CONTROL
 MU0358  ___________________________________________________________________
 MU0358* NAD 83(1986)-  41 21 38.     (N)    116 06 25.     (W)     SCALED    
 MU0358* NAVD 88     -      1740.331  (meters)    5709.74   (feet)  ADJUSTED  
 MU0358  ___________________________________________________________________
 MU0358  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 MU0358  DYNAMIC HT  -        1738.904 (meters)    5705.05  (feet)  COMP
 MU0358  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 MU0358
 MU0358  VERT ORDER  -  FIRST     CLASS II
 MU0358
 MU0358.The horizontal coordinates were scaled from a topographic map and have
 MU0358.an estimated accuracy of +/- 6 seconds.
 MU0358
 MU0358.The orthometric height was determined by differential leveling
 MU0358.and adjusted by the National Geodetic Survey in June 1991..
 MU0358
 MU0358.The geoid height was determined by GEOID03.
 MU0358
 MU0358.The dynamic height is computed by dividing the NAVD 88
 MU0358.geopotential number by the normal gravity value computed on the
 MU0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0358.degrees latitude (g = 980.6199 gals.).
 MU0358
 MU0358.The modeled gravity was interpolated from observed gravity values.
 MU0358
 MU0358;                    North         East    Units  Estimated Accuracy
 MU0358;SPC NV E     - 8,733,820.      156,190.      MT  (+/- 180 meters Scaled)
 MU0358
 MU0358                          SUPERSEDED SURVEY CONTROL
 MU0358
 MU0358.No superseded survey control is available for this station.
 MU0358
 MU0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF746791(NAD 83)
 MU0358_MARKER: I = METAL ROD
 MU0358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0358_SP_SET: STAINLESS STEEL ROD
 MU0358_STAMPING: A 414 1983
 MU0358_MARK LOGO: NGS   
 MU0358_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0358
 MU0358  HISTORY     - Date     Condition        Report By
 MU0358  HISTORY     - 1983     MONUMENTED       NGS
 MU0358  HISTORY     - 19840601 GOOD             NGS
 MU0358
 MU0358                          STATION DESCRIPTION
 MU0358
 MU0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0358'LOCATION--24.9 KM (15.5 MI) SOUTH OF DEEP CREEK. 24.9 KM (15.5 MI)
 MU0358'SOUTH ALONG STATE HIGHWAY 226 FROM THE BRIDGE AT DEEP CREEK, 0.4 KM
 MU0358'(0.25 MI) SOUTH OF MILEPOST 22, 0.1 KM (0.05 MI) SOUTH OF A T JUNCTION
 MU0358'FENCE POST, 18.0 M (59 FT) EAST OF THE HIGHWAY CENTERLINE AND 0.4 M
 MU0358'(1.5 FT) WEST OF THE RIGHT OF WAY FENCE.  A STAINLESS STEEL ROD SET TO
 MU0358'THE DEPTH OF 6.1 M ENCASED IN A PIPE FLUSH WITH THE GROUND.  0.3 M
 MU0358'BELOW THE HIGHWAY.  0.0 M SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0670 ***********************************************************************
 MT0670  DESIGNATION -  A 415
 MT0670  PID         -  MT0670
 MT0670  STATE/COUNTY-  NV/ELKO
 MT0670  USGS QUAD   -  WIELAND FLAT (1982)
 MT0670
 MT0670                         *CURRENT SURVEY CONTROL
 MT0670  ___________________________________________________________________
 MT0670* NAD 83(1986)-  41 09 25.     (N)    115 50 27.     (W)     SCALED    
 MT0670* NAVD 88     -      1792.357  (meters)    5880.42   (feet)  ADJUSTED  
 MT0670  ___________________________________________________________________
 MT0670  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 MT0670  DYNAMIC HT  -        1790.831 (meters)    5875.42  (feet)  COMP
 MT0670  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 MT0670
 MT0670  VERT ORDER  -  FIRST     CLASS II
 MT0670
 MT0670.The horizontal coordinates were scaled from a topographic map and have
 MT0670.an estimated accuracy of +/- 6 seconds.
 MT0670
 MT0670.The orthometric height was determined by differential leveling
 MT0670.and adjusted by the National Geodetic Survey in June 1991..
 MT0670
 MT0670.The geoid height was determined by GEOID03.
 MT0670
 MT0670.The dynamic height is computed by dividing the NAVD 88
 MT0670.geopotential number by the normal gravity value computed on the
 MT0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0670.degrees latitude (g = 980.6199 gals.).
 MT0670
 MT0670.The modeled gravity was interpolated from observed gravity values.
 MT0670
 MT0670;                    North         East    Units  Estimated Accuracy
 MT0670;SPC NV E     - 8,711,110.      178,390.      MT  (+/- 180 meters Scaled)
 MT0670
 MT0670                          SUPERSEDED SURVEY CONTROL
 MT0670
 MT0670.No superseded survey control is available for this station.
 MT0670
 MT0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF972568(NAD 83)
 MT0670_MARKER: I = METAL ROD
 MT0670_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0670_SP_SET: STAINLESS STEEL ROD
 MT0670_STAMPING: A 415 1983
 MT0670_MARK LOGO: NGS   
 MT0670_MAGNETIC: I = MARKER IS A STEEL ROD
 MT0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0670+STABILITY: POSITION/ELEVATION WELL
 MT0670
 MT0670  HISTORY     - Date     Condition        Report By
 MT0670  HISTORY     - 1983     MONUMENTED       NGS
 MT0670  HISTORY     - 19840601 GOOD             NGS
 MT0670
 MT0670                          STATION DESCRIPTION
 MT0670
 MT0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MT0670'LOCATION--40.2 KM (25.0 MI) SE OF TUSCARORA. 40.2 KM (25.0 MI)
 MT0670'SOUTHEAST ALONG ELKO ROAD FROM THE POST OFFICE IN TUSCARORA, ALSO 43.1
 MT0670'KM (26.8 MI) NORTH ALONG STATE HIGHWAY 225 FROM THE JUNCTION OF
 MT0670'INTERSTATE 80 AT ELKO, 30.4 M (100 FT) EAST OF THE CENTERLINE OF STATE
 MT0670'HIGHWAY 225, 85.6 M (281 FT) EAST OF THE NORTHEAST CORNER OF THE LONE
 MT0670'MOUNTAIN BAR AND GRILL, 11.2 M (37 FT) NORTH OF THE CENTER OF A WIRE
 MT0670'GATE AND 0.3 M (1 FT) WEST OF THE RIGHT OF WAY FENCE.  A STAINLESS
 MT0670'STEEL ROD SET TO THE DEPTH OF 7.9 M ENCASED IN A PIPE FLUSH WITH THE
 MT0670'GROUND.  ABOUT LEVEL WITH THE HIGHWAY.  0.6 M NORTH FROM A WITNESS
 MT0670'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0566 ***********************************************************************
 LQ0566  DESIGNATION -  A 416
 LQ0566  PID         -  LQ0566
 LQ0566  STATE/COUNTY-  NV/ELKO
 LQ0566  USGS QUAD   -  ELKO WEST (1975)
 LQ0566
 LQ0566                         *CURRENT SURVEY CONTROL
 LQ0566  ___________________________________________________________________
 LQ0566* NAD 83(1986)-  40 50 54.     (N)    115 50 05.     (W)     SCALED    
 LQ0566* NAVD 88     -      1658.992  (meters)    5442.88   (feet)  ADJUSTED  
 LQ0566  ___________________________________________________________________
 LQ0566  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 LQ0566  DYNAMIC HT  -        1657.602 (meters)    5438.32  (feet)  COMP
 LQ0566  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 LQ0566
 LQ0566  VERT ORDER  -  FIRST     CLASS II
 LQ0566
 LQ0566.The horizontal coordinates were scaled from a topographic map and have
 LQ0566.an estimated accuracy of +/- 6 seconds.
 LQ0566
 LQ0566.The orthometric height was determined by differential leveling
 LQ0566.and adjusted by the National Geodetic Survey in June 1991..
 LQ0566
 LQ0566.The geoid height was determined by GEOID03.
 LQ0566
 LQ0566.The dynamic height is computed by dividing the NAVD 88
 LQ0566.geopotential number by the normal gravity value computed on the
 LQ0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0566.degrees latitude (g = 980.6199 gals.).
 LQ0566
 LQ0566.The modeled gravity was interpolated from observed gravity values.
 LQ0566
 LQ0566;                    North         East    Units  Estimated Accuracy
 LQ0566;SPC NV E     - 8,676,840.      178,800.      MT  (+/- 180 meters Scaled)
 LQ0566
 LQ0566                          SUPERSEDED SURVEY CONTROL
 LQ0566
 LQ0566.No superseded survey control is available for this station.
 LQ0566
 LQ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF982225(NAD 83)
 LQ0566_MARKER: DV = VERTICAL CONTROL DISK
 LQ0566_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LQ0566_SP_SET: HEADWALL
 LQ0566_STAMPING: A 416 1983
 LQ0566_MARK LOGO: NGS   
 LQ0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0566+STABILITY: SURFACE MOTION
 LQ0566
 LQ0566  HISTORY     - Date     Condition        Report By
 LQ0566  HISTORY     - 1983     MONUMENTED       NGS
 LQ0566  HISTORY     - 19840601 GOOD             NGS
 LQ0566
 LQ0566                          STATION DESCRIPTION
 LQ0566
 LQ0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 LQ0566'LOCATION--4.3 KM (2.7 MI) NORTH OF ELKO. 4.3 KM (2.7 MI) NORTH ALONG
 LQ0566'STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80 AT ELKO, 0.3 KM
 LQ0566'(0.2 MI) SOUTH OF MILEPOST 31, IN A HEADWALL FOR A 30-INCH CORRUGATED
 LQ0566'METAL PIPE CULVERT, 5.4 M (18 FT) EAST OF THE HIGHWAY CENTERLINE, 14.0
 LQ0566'M (49 FT) NORTHWEST OF A T JUNCTION FENCE POST AND 10.0 M (33 FT)
 LQ0566'NORTH OF THE NORTHEAST END OF A CATTLE GUARD.  1.0 M BELOW THE
 LQ0566'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0445 ***********************************************************************
 JQ0445  DESIGNATION -  A 417
 JQ0445  PID         -  JQ0445
 JQ0445  STATE/COUNTY-  NV/NYE
 JQ0445  USGS QUAD   -  MC KINNEY TANKS (1986)
 JQ0445
 JQ0445                         *CURRENT SURVEY CONTROL
 JQ0445  ___________________________________________________________________
 JQ0445* NAD 83(1986)-  38 06 37.     (N)    116 54 31.     (W)     SCALED    
 JQ0445* NAVD 88     -      1950.960  (meters)    6400.77   (feet)  ADJUSTED  
 JQ0445  ___________________________________________________________________
 JQ0445  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 JQ0445  DYNAMIC HT  -        1948.762 (meters)    6393.56  (feet)  COMP
 JQ0445  MODELED GRAV-     979,432.5   (mgal)                       NAVD 88
 JQ0445
 JQ0445  VERT ORDER  -  FIRST     CLASS II
 JQ0445
 JQ0445.The horizontal coordinates were scaled from a topographic map and have
 JQ0445.an estimated accuracy of +/- 6 seconds.
 JQ0445
 JQ0445.The orthometric height was determined by differential leveling
 JQ0445.and adjusted by the National Geodetic Survey in June 1991..
 JQ0445
 JQ0445.The geoid height was determined by GEOID03.
 JQ0445
 JQ0445.The dynamic height is computed by dividing the NAVD 88
 JQ0445.geopotential number by the normal gravity value computed on the
 JQ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0445.degrees latitude (g = 980.6199 gals.).
 JQ0445
 JQ0445.The modeled gravity was interpolated from observed gravity values.
 JQ0445
 JQ0445;                    North         East    Units  Estimated Accuracy
 JQ0445;SPC NV C     - 6,372,870.      478,780.      MT  (+/- 180 meters Scaled)
 JQ0445
 JQ0445                          SUPERSEDED SURVEY CONTROL
 JQ0445
 JQ0445.No superseded survey control is available for this station.
 JQ0445
 JQ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC080180(NAD 83)
 JQ0445_MARKER: DB = BENCH MARK DISK
 JQ0445_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0445_SP_SET: ROCK OUTCROP
 JQ0445_STAMPING: A 417 1984
 JQ0445_MARK LOGO: NGS   
 JQ0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0445+STABILITY: POSITION/ELEVATION WELL
 JQ0445
 JQ0445  HISTORY     - Date     Condition        Report By
 JQ0445  HISTORY     - 1984     MONUMENTED       NGS
 JQ0445
 JQ0445                          STATION DESCRIPTION
 JQ0445
 JQ0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0445'29.3 KM (18.3 MI) EAST FROM TONOPAH.
 JQ0445'29.35 KM (18.35 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0445'HIGHWAY 95 AT TONOPAH, IN TOP OF THE SOUTHEAST EDGE OF A 9 BY 6 FOOT
 JQ0445'PORTION OF OUTCROP PROJECTING 2 FEET ABOVE THE SURFACE OF THE GROUND,
 JQ0445'AT THE SOUTHWEST END OF A LOW CUT, 0.1 KM (0.05 MI) NORTHEAST OF
 JQ0445'MILEPOST 20, 30.0 METERS (98 FT) NORTHWEST OF THE HIGHWAY CENTERLINE
 JQ0445'AND 37.4 METERS (123 FT) NORTH OF THE NORTHEAST END OF A HEADWALL FOR
 JQ0445'AN 18-INCH CORRUGATED METAL PIPE CULVERT.
 JQ0445'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 JQ0445'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0468 ***********************************************************************
 JQ0468  DESIGNATION -  A 418
 JQ0468  PID         -  JQ0468
 JQ0468  STATE/COUNTY-  NV/NYE
 JQ0468  USGS QUAD   -  TYBO SE (1980)
 JQ0468
 JQ0468                         *CURRENT SURVEY CONTROL
 JQ0468  ___________________________________________________________________
 JQ0468* NAD 83(1986)-  38 19 02.     (N)    116 16 12.     (W)     SCALED    
 JQ0468* NAVD 88     -      1590.774  (meters)    5219.06   (feet)  ADJUSTED  
 JQ0468  ___________________________________________________________________
 JQ0468  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 JQ0468  DYNAMIC HT  -        1589.035 (meters)    5213.36  (feet)  COMP
 JQ0468  MODELED GRAV-     979,480.4   (mgal)                       NAVD 88
 JQ0468
 JQ0468  VERT ORDER  -  FIRST     CLASS II
 JQ0468
 JQ0468.The horizontal coordinates were scaled from a topographic map and have
 JQ0468.an estimated accuracy of +/- 6 seconds.
 JQ0468
 JQ0468.The orthometric height was determined by differential leveling
 JQ0468.and adjusted by the National Geodetic Survey in June 1991..
 JQ0468
 JQ0468.The geoid height was determined by GEOID03.
 JQ0468
 JQ0468.The dynamic height is computed by dividing the NAVD 88
 JQ0468.geopotential number by the normal gravity value computed on the
 JQ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0468.degrees latitude (g = 980.6199 gals.).
 JQ0468
 JQ0468.The modeled gravity was interpolated from observed gravity values.
 JQ0468
 JQ0468;                    North         East    Units  Estimated Accuracy
 JQ0468;SPC NV C     - 6,395,890.      534,690.      MT  (+/- 180 meters Scaled)
 JQ0468
 JQ0468                          SUPERSEDED SURVEY CONTROL
 JQ0468
 JQ0468.No superseded survey control is available for this station.
 JQ0468
 JQ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC638412(NAD 83)
 JQ0468_MARKER: I = METAL ROD
 JQ0468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0468_SP_SET: STAINLESS STEEL ROD
 JQ0468_STAMPING: A 418 1984
 JQ0468_MARK LOGO: NGS   
 JQ0468_PROJECTION: FLUSH
 JQ0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0468_ROD/PIPE-DEPTH: 7.3  meters
 JQ0468
 JQ0468  HISTORY     - Date     Condition        Report By
 JQ0468  HISTORY     - 1984     MONUMENTED       NGS
 JQ0468
 JQ0468                          STATION DESCRIPTION
 JQ0468
 JQ0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0468'16.5 KM (10.3 MI) NE FROM WARM SPRINGS.
 JQ0468'16.5 KM (10.3 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0468'STATE HIGHWAY 375 AT WARM SPRINGS, 1.0 KM (0.6 MI) NORTHEAST OF A
 JQ0468'PAVED ROAD LEADING NORTHWEST TO THE NORTHWEST CENTRAL NEVADA TEST
 JQ0468'SITE, 0.7 KM (0.45 MI) NORTHEAST OF MILEPOST 61, 24.3 METERS (80 FT)
 JQ0468'SOUTHEAST OF THE HIGHWAY CENTERLINE AND 23.5 METERS (77.5 FT) EAST OF
 JQ0468'THE NORTHEAST END OF THE SOUTHEAST HEADWALL FOR A 30-INCH CORRUGATED
 JQ0468'METAL PIPE CULVERT.
 JQ0468'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 JQ0468'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0478 ***********************************************************************
 JQ0478  DESIGNATION -  A 419
 JQ0478  PID         -  JQ0478
 JQ0478  STATE/COUNTY-  NV/NYE
 JQ0478  USGS QUAD   -  PALISADE MESA (1980)
 JQ0478
 JQ0478                         *CURRENT SURVEY CONTROL
 JQ0478  ___________________________________________________________________
 JQ0478* NAD 83(1986)-  38 26 46.     (N)    116 09 55.     (W)     SCALED    
 JQ0478* NAVD 88     -      1804.517  (meters)    5920.32   (feet)  ADJUSTED  
 JQ0478  ___________________________________________________________________
 JQ0478  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 JQ0478  DYNAMIC HT  -        1802.517 (meters)    5913.76  (feet)  COMP
 JQ0478  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 JQ0478
 JQ0478  VERT ORDER  -  FIRST     CLASS II
 JQ0478
 JQ0478.The horizontal coordinates were scaled from a topographic map and have
 JQ0478.an estimated accuracy of +/- 6 seconds.
 JQ0478
 JQ0478.The orthometric height was determined by differential leveling
 JQ0478.and adjusted by the National Geodetic Survey in June 1991..
 JQ0478
 JQ0478.The geoid height was determined by GEOID03.
 JQ0478
 JQ0478.The dynamic height is computed by dividing the NAVD 88
 JQ0478.geopotential number by the normal gravity value computed on the
 JQ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0478.degrees latitude (g = 980.6199 gals.).
 JQ0478
 JQ0478.The modeled gravity was interpolated from observed gravity values.
 JQ0478
 JQ0478;                    North         East    Units  Estimated Accuracy
 JQ0478;SPC NV C     - 6,410,240.      543,770.      MT  (+/- 180 meters Scaled)
 JQ0478
 JQ0478                          SUPERSEDED SURVEY CONTROL
 JQ0478
 JQ0478.No superseded survey control is available for this station.
 JQ0478
 JQ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC728556(NAD 83)
 JQ0478_MARKER: DB = BENCH MARK DISK
 JQ0478_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0478_SP_SET: ROCK OUTCROP
 JQ0478_STAMPING: A 419 1984
 JQ0478_MARK LOGO: NGS   
 JQ0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0478+STABILITY: POSITION/ELEVATION WELL
 JQ0478
 JQ0478  HISTORY     - Date     Condition        Report By
 JQ0478  HISTORY     - 1984     MONUMENTED       NGS
 JQ0478
 JQ0478                          STATION DESCRIPTION
 JQ0478
 JQ0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0478'33.6 KM (21.0 MI) NE FROM WARM SPRINGS.
 JQ0478'33.65 KM (21.0 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0478'STATE HIGHWAY 375 AT WARM SPRINGS, AT A REST AREA, IN TOP OF AND
 JQ0478'1.5 METERS (5 FT) SOUTHEAST OF THE NORTHWEST BASE OF AN OUTCROP KNOLL,
 JQ0478'172.2 METERS (564.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE AND
 JQ0478'34.0 METERS (111.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE KNOLL.
 JQ0478'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 JQ0478'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0037 ***********************************************************************
 KP0037  DESIGNATION -  A 42
 KP0037  PID         -  KP0037
 KP0037  STATE/COUNTY-  NV/WHITE PINE
 KP0037  USGS QUAD   -  HOGUM (1987)
 KP0037
 KP0037                         *CURRENT SURVEY CONTROL
 KP0037  ___________________________________________________________________
 KP0037* NAD 83(1986)-  39 04 07.     (N)    114 27 07.     (W)     SCALED    
 KP0037* NAVD 88     -      1747.784  (meters)    5734.19   (feet)  ADJUSTED  
 KP0037  ___________________________________________________________________
 KP0037  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 KP0037  DYNAMIC HT  -        1745.927 (meters)    5728.10  (feet)  COMP
 KP0037  MODELED GRAV-     979,504.0   (mgal)                       NAVD 88
 KP0037
 KP0037  VERT ORDER  -  FIRST     CLASS II
 KP0037
 KP0037.The horizontal coordinates were scaled from a topographic map and have
 KP0037.an estimated accuracy of +/- 6 seconds.
 KP0037
 KP0037.The orthometric height was determined by differential leveling
 KP0037.and adjusted by the National Geodetic Survey in June 1991..
 KP0037
 KP0037.The geoid height was determined by GEOID03.
 KP0037
 KP0037.The dynamic height is computed by dividing the NAVD 88
 KP0037.geopotential number by the normal gravity value computed on the
 KP0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0037.degrees latitude (g = 980.6199 gals.).
 KP0037
 KP0037.The modeled gravity was interpolated from observed gravity values.
 KP0037
 KP0037;                    North         East    Units  Estimated Accuracy
 KP0037;SPC NV E     - 8,479,820.      297,910.      MT  (+/- 180 meters Scaled)
 KP0037
 KP0037                          SUPERSEDED SURVEY CONTROL
 KP0037
 KP0037  NGVD 29 (??/??/92) 1746.576  (m)         5730.22   (f) ADJ UNCH    1 2
 KP0037
 KP0037.Superseded values are not recommended for survey control.
 KP0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0037.See file dsdata.txt to determine how the superseded data were derived.
 KP0037
 KP0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD204274(NAD 83)
 KP0037_MARKER: DB = BENCH MARK DISK
 KP0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0037_STAMPING: A 42 1934
 KP0037_MARK LOGO: CGS   
 KP0037_PROJECTION: PROJECTING 12 CENTIMETERS
 KP0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0037+STABILITY: SURFACE MOTION
 KP0037
 KP0037  HISTORY     - Date     Condition        Report By
 KP0037  HISTORY     - 1934     MONUMENTED       CGS
 KP0037  HISTORY     - 1957     GOOD             NGS
 KP0037  HISTORY     - 1984     GOOD             NGS
 KP0037
 KP0037                          STATION DESCRIPTION
 KP0037
 KP0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KP0037'28.4 MI NW FROM BAKER.
 KP0037'28.4 MILES NORTHWEST ALONG STATE HIGHWAY 73 AND US HIGHWAY 6 FROM THE
 KP0037'GARAGE AT BAKER, 125 FEET SOUTH OF THE BILL TRENT PROPERTY, AT THE
 KP0037'JUNCTION OF A ROAD LEADING SOUTHEAST, 62.5 FEET SOUTH OF THE
 KP0037'CENTERLINE OF THE HIGHWAY, AND 42 FEET EAST OF THE GATE AT CRYSTAL
 KP0037'QUEEN MINE.  A STANDARD DISK, STAMPED A 42 1934 AND SET IN THE TOP OF
 KP0037'A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THIS MARK IS
 KP0037'ALONG THE OLD HIGHWAY.  A NEW HIGHWAY HAS BEEN BUILT IN THE AREA.
 KP0037
 KP0037                          STATION RECOVERY (1984)
 KP0037
 KP0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0037'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.7 KM
 KP0037'(5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0037'OFFICE AT BAKER, THENCE 37.1 KM (23.15 MI) WEST ALONG US HIGHWAYS 6
 KP0037'AND 50, 0.75 KM (0.45 MI) NORTHEAST OF MILEPOST 72, 0.1 KM (0.05 MI)
 KP0037'SOUTHWEST OF A POWER LINE CROSSING, 18.3 METERS (60 FT) SOUTHEAST OF
 KP0037'THE HIGHWAY CENTERLINE AND 41.1 METERS (135 FT) EAST OF THE EXTENDED
 KP0037'CENTER OF A PRIVATE DRIVEWAY.
 KP0037'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 KP0037'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0314 ***********************************************************************
 JP0314  DESIGNATION -  A 420
 JP0314  PID         -  JP0314
 JP0314  STATE/COUNTY-  NV/WHITE PINE
 JP0314  USGS QUAD   -  BADGER HOLE SPRING (1978)
 JP0314
 JP0314                         *CURRENT SURVEY CONTROL
 JP0314  ___________________________________________________________________
 JP0314* NAD 83(1986)-  38 52 45.     (N)    115 12 40.     (W)     SCALED    
 JP0314* NAVD 88     -      1898.333  (meters)    6228.11   (feet)  ADJUSTED  
 JP0314  ___________________________________________________________________
 JP0314  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 JP0314  DYNAMIC HT  -        1896.245 (meters)    6221.26  (feet)  COMP
 JP0314  MODELED GRAV-     979,461.0   (mgal)                       NAVD 88
 JP0314
 JP0314  VERT ORDER  -  FIRST     CLASS II
 JP0314
 JP0314.The horizontal coordinates were scaled from a topographic map and have
 JP0314.an estimated accuracy of +/- 6 seconds.
 JP0314
 JP0314.The orthometric height was determined by differential leveling
 JP0314.and adjusted by the National Geodetic Survey in June 1991..
 JP0314
 JP0314.The geoid height was determined by GEOID03.
 JP0314
 JP0314.The dynamic height is computed by dividing the NAVD 88
 JP0314.geopotential number by the normal gravity value computed on the
 JP0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0314.degrees latitude (g = 980.6199 gals.).
 JP0314
 JP0314.The modeled gravity was interpolated from observed gravity values.
 JP0314
 JP0314;                    North         East    Units  Estimated Accuracy
 JP0314;SPC NV E     - 8,458,250.      232,300.      MT  (+/- 180 meters Scaled)
 JP0314
 JP0314                          SUPERSEDED SURVEY CONTROL
 JP0314
 JP0314.No superseded survey control is available for this station.
 JP0314
 JP0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD551048(NAD 83)
 JP0314_MARKER: I = METAL ROD
 JP0314_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JP0314+WITH SETTING: INFORMATION.
 JP0314_SP_SET: SHALLOW SET METAL ROD
 JP0314_STAMPING: A 420 1984
 JP0314_MARK LOGO: NGS   
 JP0314_PROJECTION: FLUSH
 JP0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0314+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 JP0314_ROD/PIPE-DEPTH: 1.5  meters
 JP0314
 JP0314  HISTORY     - Date     Condition        Report By
 JP0314  HISTORY     - 1984     MONUMENTED       NGS
 JP0314  HISTORY     - 20060914 GOOD             NVGS
 JP0314
 JP0314                          STATION DESCRIPTION
 JP0314
 JP0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0314'29.4 KM (18.3 MI) NE FROM CURRANT.
 JP0314'29.4 KM (18.35 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0314'STATE HIGHWAY 379 AT CURRANT, IN THE WEST CORNER OF THE T JUNCTION OF
 JP0314'A TRACK ROAD LEADING NORTHWEST, 0.65 KM (0.4 MI) NORTHEAST OF MILEPOST
 JP0314'4, 66.6 METERS (218.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 JP0314'8.4 METERS (27.5 FT) SOUTHWEST OF THE CENTER OF THE TRACK ROAD,
 JP0314'2.6 METERS (8.5 FT) SOUTHWEST OF THE SOUTHWEST GATE POST FOR A WIRE
 JP0314'GATE AND 0.3 METER (1 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 JP0314'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 JP0314'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JP0314
 JP0314                          STATION RECOVERY (2006)
 JP0314
 JP0314'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2006 (DRH)
 JP0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0226 ***********************************************************************
 KP0226  DESIGNATION -  A 421
 KP0226  PID         -  KP0226
 KP0226  STATE/COUNTY-  NV/WHITE PINE
 KP0226  USGS QUAD   -  ELY (1978)
 KP0226
 KP0226                         *CURRENT SURVEY CONTROL
 KP0226  ___________________________________________________________________
 KP0226* NAD 83(1986)-  39 13 03.     (N)    114 58 10.     (W)     SCALED    
 KP0226* NAVD 88     -      2223.543  (meters)    7295.07   (feet)  ADJUSTED  
 KP0226  ___________________________________________________________________
 KP0226  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 KP0226  DYNAMIC HT  -        2221.074 (meters)    7286.97  (feet)  COMP
 KP0226  MODELED GRAV-     979,437.0   (mgal)                       NAVD 88
 KP0226
 KP0226  VERT ORDER  -  FIRST     CLASS II
 KP0226
 KP0226.The horizontal coordinates were scaled from a topographic map and have
 KP0226.an estimated accuracy of +/- 6 seconds.
 KP0226
 KP0226.The orthometric height was determined by differential leveling
 KP0226.and adjusted by the National Geodetic Survey in June 1991..
 KP0226
 KP0226.The geoid height was determined by GEOID03.
 KP0226
 KP0226.The dynamic height is computed by dividing the NAVD 88
 KP0226.geopotential number by the normal gravity value computed on the
 KP0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0226.degrees latitude (g = 980.6199 gals.).
 KP0226
 KP0226.The modeled gravity was interpolated from observed gravity values.
 KP0226
 KP0226;                    North         East    Units  Estimated Accuracy
 KP0226;SPC NV E     - 8,495,920.      253,010.      MT  (+/- 180 meters Scaled)
 KP0226
 KP0226                          SUPERSEDED SURVEY CONTROL
 KP0226
 KP0226.No superseded survey control is available for this station.
 KP0226
 KP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD752428(NAD 83)
 KP0226_MARKER: I = METAL ROD
 KP0226_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0226_SP_SET: STAINLESS STEEL ROD
 KP0226_STAMPING: A 421 1984
 KP0226_MARK LOGO: NGS   
 KP0226_PROJECTION: FLUSH
 KP0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0226_ROD/PIPE-DEPTH: 7.3  meters
 KP0226
 KP0226  HISTORY     - Date     Condition        Report By
 KP0226  HISTORY     - 1984     MONUMENTED       NGS
 KP0226
 KP0226                          STATION DESCRIPTION
 KP0226
 KP0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0226'10.3 KM (6.4 MI) SW FROM ELY.
 KP0226'10.3 KM (6.45 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 KP0226'US HIGHWAY 93 AT ELY, AT MURRY SUMMIT, IN THE EAST CORNER OF THE Y
 KP0226'JUNCTION OF A DIRT ROAD LEADING SOUTH TO THE WARD MOUNTAIN CAMPGROUND,
 KP0226'0.8 KM (0.5 MI) SOUTHWEST OF MILEPOST 32, 11.6 METERS (38 FT)
 KP0226'SOUTHEAST OF THE HIGHWAY CENTERLINE AND 37.8 METERS (124 FT) EAST OF
 KP0226'THE CENTER OF THE ROAD.
 KP0226'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 KP0226'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0749 ***********************************************************************
 LR0749  DESIGNATION -  A 422
 LR0749  PID         -  LR0749
 LR0749  STATE/COUNTY-  NV/EUREKA
 LR0749  USGS QUAD   -  EMIGRANT PASS (1986)
 LR0749
 LR0749                         *CURRENT SURVEY CONTROL
 LR0749  ___________________________________________________________________
 LR0749* NAD 83(1986)-  40 39 34.     (N)    116 15 47.     (W)     SCALED    
 LR0749* NAVD 88     -      1829.523  (meters)    6002.36   (feet)  ADJUSTED  
 LR0749  ___________________________________________________________________
 LR0749  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 LR0749  DYNAMIC HT  -        1827.927 (meters)    5997.12  (feet)  COMP
 LR0749  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 LR0749
 LR0749  VERT ORDER  -  FIRST     CLASS II
 LR0749
 LR0749.The horizontal coordinates were scaled from a topographic map and have
 LR0749.an estimated accuracy of +/- 6 seconds.
 LR0749
 LR0749.The orthometric height was determined by differential leveling
 LR0749.and adjusted by the National Geodetic Survey in June 1991..
 LR0749
 LR0749.The geoid height was determined by GEOID03.
 LR0749
 LR0749.The dynamic height is computed by dividing the NAVD 88
 LR0749.geopotential number by the normal gravity value computed on the
 LR0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0749.degrees latitude (g = 980.6199 gals.).
 LR0749
 LR0749.The modeled gravity was interpolated from observed gravity values.
 LR0749
 LR0749;                    North         East    Units  Estimated Accuracy
 LR0749;SPC NV E     - 8,656,050.      142,520.      MT  (+/- 180 meters Scaled)
 LR0749
 LR0749                          SUPERSEDED SURVEY CONTROL
 LR0749
 LR0749.No superseded survey control is available for this station.
 LR0749
 LR0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF622012(NAD 83)
 LR0749_MARKER: DB = BENCH MARK DISK
 LR0749_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LR0749_SP_SET: BRIDGE PIER
 LR0749_STAMPING: A 422 1984
 LR0749_MARK LOGO: NGS   
 LR0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0749
 LR0749  HISTORY     - Date     Condition        Report By
 LR0749  HISTORY     - 1984     MONUMENTED       NGS
 LR0749
 LR0749                          STATION DESCRIPTION
 LR0749
 LR0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0749'13.7 KM (8.5 MI) SW FROM CARLIN.
 LR0749'13.7 KM (8.55 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF
 LR0749'STATE HIGHWAY 278 AT CARLIN, VERTICALLY IN THE NORTH FACE OF THE NORTH
 LR0749'ONE OF THREE EAST PIERS FOR THE WEST BOUND OVERPASS BRIDGE OVER
 LR0749'PALISADE ROAD, 0.25 KM (0.15 MI) EAST OF MILEPOST 271, 5.3 METERS
 LR0749'(17.5 FT) EAST OF THE ROAD AND 1.5 METERS (5 FT) ABOVE THE GROUND.
 LR0749'THE MARK IS 1.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0715 ***********************************************************************
 MT0715  DESIGNATION -  A 423
 MT0715  PID         -  MT0715
 MT0715  STATE/COUNTY-  NV/ELKO
 MT0715  USGS QUAD   -  DEETH (1967)
 MT0715
 MT0715                         *CURRENT SURVEY CONTROL
 MT0715  ___________________________________________________________________
 MT0715* NAD 83(1986)-  41 04 24.     (N)    115 17 37.     (W)     SCALED    
 MT0715* NAVD 88     -      1649.541  (meters)    5411.87   (feet)  ADJUSTED  
 MT0715  ___________________________________________________________________
 MT0715  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 MT0715  DYNAMIC HT  -        1648.167 (meters)    5407.36  (feet)  COMP
 MT0715  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 MT0715
 MT0715  VERT ORDER  -  FIRST     CLASS II
 MT0715
 MT0715.The horizontal coordinates were scaled from a topographic map and have
 MT0715.an estimated accuracy of +/- 6 seconds.
 MT0715
 MT0715.The orthometric height was determined by differential leveling
 MT0715.and adjusted by the National Geodetic Survey in June 1991..
 MT0715
 MT0715.The geoid height was determined by GEOID03.
 MT0715
 MT0715.The dynamic height is computed by dividing the NAVD 88
 MT0715.geopotential number by the normal gravity value computed on the
 MT0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0715.degrees latitude (g = 980.6199 gals.).
 MT0715
 MT0715.The modeled gravity was interpolated from observed gravity values.
 MT0715
 MT0715;                    North         East    Units  Estimated Accuracy
 MT0715;SPC NV E     - 8,701,830.      224,350.      MT  (+/- 180 meters Scaled)
 MT0715
 MT0715                          SUPERSEDED SURVEY CONTROL
 MT0715
 MT0715.No superseded survey control is available for this station.
 MT0715
 MT0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF433483(NAD 83)
 MT0715_MARKER: I = METAL ROD
 MT0715_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MT0715_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MT0715_STAMPING: A 423 1984
 MT0715_MARK LOGO: NGS   
 MT0715_PROJECTION: FLUSH
 MT0715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0715+STABILITY: POSITION/ELEVATION WELL
 MT0715_ROD/PIPE-DEPTH: 10.7 meters
 MT0715_SLEEVE-DEPTH  : 8.8 meters
 MT0715
 MT0715  HISTORY     - Date     Condition        Report By
 MT0715  HISTORY     - 1984     MONUMENTED       NGS
 MT0715
 MT0715                          STATION DESCRIPTION
 MT0715
 MT0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MT0715'2.3 KM (1.5 MI) WEST FROM DEETH.
 MT0715'0.15 KM (0.1 MI) NORTH ALONG A DIRT ROAD FROM THE POST OFFICE IN
 MT0715'DEETH, THENCE 0.8 KM (0.5 MI) SOUTHWEST ALONG A DIRT ROAD, THENCE
 MT0715'0.3 KM (0.2 MI) WEST ALONG OLD US HIGHWAY 40, THENCE 1.1 KM (0.7 MI)
 MT0715'NORTH ALONG A PAVED ROAD, AT THE DEETH INTERSTATE 80 INTERCHANGE,
 MT0715'26.2 METERS (88 FT) NORTHEAST OF THE CENTER OF THE ROAD, 39.9 METERS
 MT0715'(131 FT) NORTH OF THE NORTH CORNER OF THE INTERCHANGE OVERPASS BRIDGE,
 MT0715'13.2 METERS (43.5 FT) NORTHWEST OF THE CENTER OF THE WEST BOUND OFF
 MT0715'RAMP, 12.6 METERS (41.5 FT) SOUTHEAST OF THE CENTER OF THE DIRT
 MT0715'FRONTAGE ROAD, 4.1 METERS (13.5 FT) NORTHWEST OF THE RIGHT OF WAY
 MT0715'FENCE AND 2.3 METERS (7.5 FT) NORTHEAST OF A TELEPHONE POLE.
 MT0715'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 MT0715'THE MARK IS 1.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0721 ***********************************************************************
 LR0721  DESIGNATION -  A 424
 LR0721  PID         -  LR0721
 LR0721  STATE/COUNTY-  NV/HUMBOLDT
 LR0721  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0721
 LR0721                         *CURRENT SURVEY CONTROL
 LR0721  ___________________________________________________________________
 LR0721* NAD 83(1986)-  40 59 26.     (N)    117 44 14.     (W)     SCALED    
 LR0721* NAVD 88     -      1337.431  (meters)    4387.89   (feet)  ADJUSTED  
 LR0721  ___________________________________________________________________
 LR0721  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 LR0721  DYNAMIC HT  -        1336.412 (meters)    4384.55  (feet)  COMP
 LR0721  MODELED GRAV-     979,815.9   (mgal)                       NAVD 88
 LR0721
 LR0721  VERT ORDER  -  FIRST     CLASS II
 LR0721
 LR0721.The horizontal coordinates were scaled from a topographic map and have
 LR0721.an estimated accuracy of +/- 6 seconds.
 LR0721
 LR0721.The orthometric height was determined by differential leveling
 LR0721.and adjusted by the National Geodetic Survey in June 1991..
 LR0721
 LR0721.The geoid height was determined by GEOID03.
 LR0721
 LR0721.The dynamic height is computed by dividing the NAVD 88
 LR0721.geopotential number by the normal gravity value computed on the
 LR0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0721.degrees latitude (g = 980.6199 gals.).
 LR0721
 LR0721.The modeled gravity was interpolated from observed gravity values.
 LR0721
 LR0721;                    North         East    Units  Estimated Accuracy
 LR0721;SPC NV W     - 4,692,940.      871,190.      MT  (+/- 180 meters Scaled)
 LR0721
 LR0721                          SUPERSEDED SURVEY CONTROL
 LR0721
 LR0721.No superseded survey control is available for this station.
 LR0721
 LR0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF379379(NAD 83)
 LR0721_MARKER: I = METAL ROD
 LR0721_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0721_SP_SET: STAINLESS STEEL ROD
 LR0721_STAMPING: A 424 1984
 LR0721_MARK LOGO: NGS   
 LR0721_PROJECTION: FLUSH
 LR0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0721_ROD/PIPE-DEPTH: 5.8  meters
 LR0721
 LR0721  HISTORY     - Date     Condition        Report By
 LR0721  HISTORY     - 1984     MONUMENTED       NGS
 LR0721
 LR0721                          STATION DESCRIPTION
 LR0721
 LR0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0721'2.3 KM (1.4 MI) NORTH FROM WINNEMUCCA.
 LR0721'2.34 KM (1.45 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 LR0721'WINNEMUCCA, AT THE T JUNCTION OF BENGOCHEA ROAD, 0.62 KM (0.38 MI)
 LR0721'NORTH OF MILEPOST 1, 61.3 METERS (201 FT) EAST OF THE HIGHWAY
 LR0721'CENTERLINE, 25.9 METERS (85 FT) NORTH OF THE EXTENDED CENTER OF
 LR0721'BENGOCHEA ROAD, 15.1 METERS (49.5 FT) WEST OF THE NORTHWEST CORNER OF
 LR0721'A FENCE AROUND AN OPEN PIT AND 0.6 METER (2 FT) WEST OF THE RIGHT OF
 LR0721'WAY FENCE.
 LR0721'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 LR0721'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0396 ***********************************************************************
 MU0396  DESIGNATION -  A 425
 MU0396  PID         -  MU0396
 MU0396  STATE/COUNTY-  NV/HUMBOLDT
 MU0396  USGS QUAD   -  PARADISE WELL (1988)
 MU0396
 MU0396                         *CURRENT SURVEY CONTROL
 MU0396  ___________________________________________________________________
 MU0396* NAD 83(1986)-  41 20 42.     (N)    117 43 54.     (W)     SCALED    
 MU0396* NAVD 88     -      1471.640  (meters)    4828.21   (feet)  ADJUSTED  
 MU0396  ___________________________________________________________________
 MU0396  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 MU0396  DYNAMIC HT  -        1470.552 (meters)    4824.64  (feet)  COMP
 MU0396  MODELED GRAV-     979,832.4   (mgal)                       NAVD 88
 MU0396
 MU0396  VERT ORDER  -  FIRST     CLASS II
 MU0396
 MU0396.The horizontal coordinates were scaled from a topographic map and have
 MU0396.an estimated accuracy of +/- 6 seconds.
 MU0396
 MU0396.The orthometric height was determined by differential leveling
 MU0396.and adjusted by the National Geodetic Survey in June 1991..
 MU0396
 MU0396.The geoid height was determined by GEOID03.
 MU0396
 MU0396.The dynamic height is computed by dividing the NAVD 88
 MU0396.geopotential number by the normal gravity value computed on the
 MU0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0396.degrees latitude (g = 980.6199 gals.).
 MU0396
 MU0396.The modeled gravity was interpolated from observed gravity values.
 MU0396
 MU0396;                    North         East    Units  Estimated Accuracy
 MU0396;SPC NV W     - 4,732,310.      871,270.      MT  (+/- 180 meters Scaled)
 MU0396
 MU0396                          SUPERSEDED SURVEY CONTROL
 MU0396
 MU0396.No superseded survey control is available for this station.
 MU0396
 MU0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF387773(NAD 83)
 MU0396_MARKER: I = METAL ROD
 MU0396_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MU0396+WITH SETTING: INFORMATION.
 MU0396_SP_SET: SHALLOW-SET METAL ROD
 MU0396_STAMPING: A 425 1984
 MU0396_MARK LOGO: NGS   
 MU0396_PROJECTION: FLUSH
 MU0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0396_ROD/PIPE-DEPTH: 1.2  meters
 MU0396
 MU0396  HISTORY     - Date     Condition        Report By
 MU0396  HISTORY     - 1984     MONUMENTED       NGS
 MU0396
 MU0396                          STATION DESCRIPTION
 MU0396
 MU0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0396'43.9 KM (27.3 MI) NORTH FROM WINNEMUCCA.
 MU0396'43.87 KM (27.26 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0396'WINNEMUCCA, IN THE EAST CORNER OF THE T JUNCTION OF A TRACK ROAD
 MU0396'LEADING NORTHEAST, 7.05 KM (4.38 MI) SOUTHEAST OF THE T JUNCTION OF
 MU0396'STATE HIGHWAY 140, 0.15 KM (0.09 MI) NORTHWEST OF MILEPOST 27,
 MU0396'61.9 METERS (203 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 9.3 METERS
 MU0396'(30.5 FT) SOUTHEAST OF THE SOUTH CORNER OF A CATTLE GUARD AND
 MU0396'0.5 METER (1.5 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 MU0396'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 MU0396'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0698 ***********************************************************************
 MT0698  DESIGNATION -  A 426
 MT0698  PID         -  MT0698
 MT0698  STATE/COUNTY-  NV/ELKO
 MT0698  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0698
 MT0698                         *CURRENT SURVEY CONTROL
 MT0698  ___________________________________________________________________
 MT0698* NAD 83(1986)-  41 06 48.     (N)    114 48 11.     (W)     SCALED    
 MT0698* NAVD 88     -      1865.166  (meters)    6119.30   (feet)  ADJUSTED  
 MT0698  ___________________________________________________________________
 MT0698  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 MT0698  DYNAMIC HT  -        1863.592 (meters)    6114.13  (feet)  COMP
 MT0698  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 MT0698
 MT0698  VERT ORDER  -  FIRST     CLASS II
 MT0698
 MT0698.The horizontal coordinates were scaled from a topographic map and have
 MT0698.an estimated accuracy of +/- 6 seconds.
 MT0698
 MT0698.The orthometric height was determined by differential leveling
 MT0698.and adjusted by the National Geodetic Survey in June 1991..
 MT0698
 MT0698.The geoid height was determined by GEOID03.
 MT0698
 MT0698.The dynamic height is computed by dividing the NAVD 88
 MT0698.geopotential number by the normal gravity value computed on the
 MT0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0698.degrees latitude (g = 980.6199 gals.).
 MT0698
 MT0698.The modeled gravity was interpolated from observed gravity values.
 MT0698
 MT0698;                    North         East    Units  Estimated Accuracy
 MT0698;SPC NV E     - 8,706,520.      265,530.      MT  (+/- 180 meters Scaled)
 MT0698
 MT0698                          SUPERSEDED SURVEY CONTROL
 MT0698
 MT0698.No superseded survey control is available for this station.
 MT0698
 MT0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF844536(NAD 83)
 MT0698_MARKER: I = METAL ROD
 MT0698_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MT0698_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MT0698_STAMPING: A 426 1984
 MT0698_MARK LOGO: NGS   
 MT0698_PROJECTION: FLUSH
 MT0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0698+STABILITY: POSITION/ELEVATION WELL
 MT0698_ROD/PIPE-DEPTH: 12.1 meters
 MT0698_SLEEVE-DEPTH  : 9.1 meters
 MT0698
 MT0698  HISTORY     - Date     Condition        Report By
 MT0698  HISTORY     - 1984     MONUMENTED       NGS
 MT0698
 MT0698                          STATION DESCRIPTION
 MT0698
 MT0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MT0698'13.4 KM (8.4 MI) NE FROM WELLS.
 MT0698'13.45 KM (8.45 MI) NORTHEAST ALONG INTERSTATE 80 FROM THE OVERPASS
 MT0698'BRIDGE OVER US HIGHWAY 93 AT WELLS, AT THE MOORS SUMMIT INTERCHANGE,
 MT0698'35.6 METERS (117 FT) NORTH OF THE WEST BOUND HIGHWAY CENTERLINE,
 MT0698'32.3 METERS (106 FT) NORTH OR THE NORTHEAST CORNER OF AN OVERPASS
 MT0698'BRIDGE, 28.5 METERS (93.5 FT) SOUTH OF THE CENTER OF THE MOORS SUMMIT
 MT0698'ROAD, 19.7 METERS (64.5 FT) SOUTH OF THE WEST BOUND OFF RAMP AND
 MT0698'1.2 METERS (4 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 MT0698'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 MT0698'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0236 ***********************************************************************
 KP0236  DESIGNATION -  A 427
 KP0236  PID         -  KP0236
 KP0236  STATE/COUNTY-  NV/WHITE PINE
 KP0236  USGS QUAD   -  EAST ELY (1979)
 KP0236
 KP0236                         *CURRENT SURVEY CONTROL
 KP0236  ___________________________________________________________________
 KP0236* NAD 83(1986)-  39 15 06.     (N)    114 51 55.     (W)     SCALED    
 KP0236* NAVD 88     -      1974.583  (meters)    6478.28   (feet)  ADJUSTED  
 KP0236  ___________________________________________________________________
 KP0236  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 KP0236  DYNAMIC HT  -        1972.463 (meters)    6471.32  (feet)  COMP
 KP0236  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 KP0236
 KP0236  VERT ORDER  -  FIRST     CLASS II
 KP0236
 KP0236.The horizontal coordinates were scaled from a topographic map and have
 KP0236.an estimated accuracy of +/- 6 seconds.
 KP0236
 KP0236.The orthometric height was determined by differential leveling
 KP0236.and adjusted by the National Geodetic Survey in June 1991..
 KP0236
 KP0236.The geoid height was determined by GEOID03.
 KP0236
 KP0236.The dynamic height is computed by dividing the NAVD 88
 KP0236.geopotential number by the normal gravity value computed on the
 KP0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0236.degrees latitude (g = 980.6199 gals.).
 KP0236
 KP0236.The modeled gravity was interpolated from observed gravity values.
 KP0236
 KP0236;                    North         East    Units  Estimated Accuracy
 KP0236;SPC NV E     - 8,499,780.      261,980.      MT  (+/- 180 meters Scaled)
 KP0236
 KP0236                          SUPERSEDED SURVEY CONTROL
 KP0236
 KP0236.No superseded survey control is available for this station.
 KP0236
 KP0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD842468(NAD 83)
 KP0236_MARKER: DB = BENCH MARK DISK
 KP0236_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KP0236_SP_SET: BUILDING
 KP0236_STAMPING: A 427 1984
 KP0236_MARK LOGO: NGS   
 KP0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0236
 KP0236  HISTORY     - Date     Condition        Report By
 KP0236  HISTORY     - 1984     MONUMENTED       NGS
 KP0236
 KP0236                          STATION DESCRIPTION
 KP0236
 KP0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0236'IN ELY.
 KP0236'VERTICALLY IN THE NORTHWEST FACE OF AND 0.9 METER (3 FT) SOUTHWEST OF
 KP0236'THE NORTH CORNER OF THE WHITE PINE JR HIGH SCHOOL BUILDING WITH A
 KP0236'SANDSTONE BLOCK FOUNDATION, 22.7 METERS (74.5 FT) SOUTHWEST OF THE
 KP0236'CENTER OF 11TH STREET, 20.9 METERS (68.5 FT) SOUTHEAST OF THE EXTENDED
 KP0236'CENTERLINE OF AVENUE K AND 1.2 METERS (4 FT) ABOVE THE GROUND.
 KP0236'THE MARK IS 1.5 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0261 ***********************************************************************
 KP0261  DESIGNATION -  A 428
 KP0261  PID         -  KP0261
 KP0261  STATE/COUNTY-  NV/WHITE PINE
 KP0261  USGS QUAD   -  MAJORS PLACE (1993)
 KP0261
 KP0261                         *CURRENT SURVEY CONTROL
 KP0261  ___________________________________________________________________
 KP0261* NAD 83(1986)-  39 02 32.     (N)    114 36 45.     (W)     SCALED    
 KP0261* NAVD 88     -      2165.350  (meters)    7104.15   (feet)  ADJUSTED  
 KP0261  ___________________________________________________________________
 KP0261  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 KP0261  DYNAMIC HT  -        2162.922 (meters)    7096.19  (feet)  COMP
 KP0261  MODELED GRAV-     979,428.5   (mgal)                       NAVD 88
 KP0261
 KP0261  VERT ORDER  -  FIRST     CLASS II
 KP0261
 KP0261.The horizontal coordinates were scaled from a topographic map and have
 KP0261.an estimated accuracy of +/- 6 seconds.
 KP0261
 KP0261.The orthometric height was determined by differential leveling
 KP0261.and adjusted by the National Geodetic Survey in June 1991..
 KP0261
 KP0261.The geoid height was determined by GEOID03.
 KP0261
 KP0261.The dynamic height is computed by dividing the NAVD 88
 KP0261.geopotential number by the normal gravity value computed on the
 KP0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0261.degrees latitude (g = 980.6199 gals.).
 KP0261
 KP0261.The modeled gravity was interpolated from observed gravity values.
 KP0261
 KP0261;                    North         East    Units  Estimated Accuracy
 KP0261;SPC NV E     - 8,476,730.      284,040.      MT  (+/- 180 meters Scaled)
 KP0261
 KP0261                          SUPERSEDED SURVEY CONTROL
 KP0261
 KP0261.No superseded survey control is available for this station.
 KP0261
 KP0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD066241(NAD 83)
 KP0261_MARKER: DB = BENCH MARK DISK
 KP0261_SETTING: 66 = SET IN ROCK OUTCROP
 KP0261_SP_SET: ROCK OUTCROP
 KP0261_STAMPING: A 428 1984
 KP0261_MARK LOGO: NGS   
 KP0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0261+STABILITY: POSITION/ELEVATION WELL
 KP0261
 KP0261  HISTORY     - Date     Condition        Report By
 KP0261  HISTORY     - 1984     MONUMENTED       NGS
 KP0261
 KP0261                          STATION DESCRIPTION
 KP0261
 KP0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0261'38.7 KM (24.7 MI) SE FROM ELY.
 KP0261'38.75 KM (24.45 MI) SOUTHEAST ALONG US HIGHWAYS 6, 93 AND 50 FROM THE
 KP0261'JUNCTION OF US HIGHWAYS 6 AND 93 AT ELY, IN TOP OF THE SOUTHEAST END
 KP0261'OF A 2 BY 3 FOOT PORTION OF LIMESTONE OUTCROP PROJECTING 0.5 FOOT
 KP0261'ABOVE THE GROUND AT A BLADED FLAT ACROSS THE HIGHWAY FROM A LARGE
 KP0261'BEDROCK CUT, 3.95 KM (2.45 MI) EAST OF THE CONNERS PASS SUMMIT, 0.5 KM
 KP0261'(0.3 MI) NORTHWEST OF MILEPOST 63, 11.1 METERS (39.5 FT) SOUTHWEST OF
 KP0261'THE HIGHWAY CENTERLINE, 10.8 METERS (35.5 FT) SOUTHEAST OF THE
 KP0261'SOUTHEAST EDGE OF A MASSIVE POINT OF LIMESTONE OUTCROP, 6.1 METERS
 KP0261'(20 FT) SOUTHWEST OF A STEEL GUARD RAIL AND 1.2 METERS (4 FT)
 KP0261'NORTHEAST OF THE SOUTHWEST EDGE OF THE BLADED FLAT.
 KP0261'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 KP0261'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0287 ***********************************************************************
 KP0287  DESIGNATION -  A 429
 KP0287  PID         -  KP0287
 KP0287  STATE/COUNTY-  NV/WHITE PINE
 KP0287  USGS QUAD   -  SACRAMENTO PASS (1987)
 KP0287
 KP0287                         *CURRENT SURVEY CONTROL
 KP0287  ___________________________________________________________________
 KP0287* NAD 83(1986)-  39 07 40.     (N)    114 19 06.     (W)     SCALED    
 KP0287* NAVD 88     -      2096.667  (meters)    6878.81   (feet)  ADJUSTED  
 KP0287  ___________________________________________________________________
 KP0287  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 KP0287  DYNAMIC HT  -        2094.361 (meters)    6871.25  (feet)  COMP
 KP0287  MODELED GRAV-     979,452.3   (mgal)                       NAVD 88
 KP0287
 KP0287  VERT ORDER  -  FIRST     CLASS II
 KP0287
 KP0287.The horizontal coordinates were scaled from a topographic map and have
 KP0287.an estimated accuracy of +/- 6 seconds.
 KP0287
 KP0287.The orthometric height was determined by differential leveling
 KP0287.and adjusted by the National Geodetic Survey in June 1991..
 KP0287
 KP0287.The geoid height was determined by GEOID03.
 KP0287
 KP0287.The dynamic height is computed by dividing the NAVD 88
 KP0287.geopotential number by the normal gravity value computed on the
 KP0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0287.degrees latitude (g = 980.6199 gals.).
 KP0287
 KP0287.The modeled gravity was interpolated from observed gravity values.
 KP0287
 KP0287;                    North         East    Units  Estimated Accuracy
 KP0287;SPC NV E     - 8,486,550.      309,380.      MT  (+/- 180 meters Scaled)
 KP0287
 KP0287                          SUPERSEDED SURVEY CONTROL
 KP0287
 KP0287.No superseded survey control is available for this station.
 KP0287
 KP0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD318343(NAD 83)
 KP0287_MARKER: I = METAL ROD
 KP0287_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0287_SP_SET: STAINLESS STEEL ROD
 KP0287_STAMPING: A 429 1984
 KP0287_MARK LOGO: NGS   
 KP0287_PROJECTION: FLUSH
 KP0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0287_ROD/PIPE-DEPTH: 3.3  meters
 KP0287
 KP0287  HISTORY     - Date     Condition        Report By
 KP0287  HISTORY     - 1984     MONUMENTED       NGS
 KP0287
 KP0287                          STATION DESCRIPTION
 KP0287
 KP0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0287'23.0 KM (14.4 MI) WEST FROM BAKER.
 KP0287'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0287'OFFICE AT BAKER, THENCE 14.3 KM (8.95 MI) WEST ALONG US HIGHWAYS 6 AND
 KP0287'50, 0.2 KM (0.1 MI) SOUTHEAST OF MILEPOST 86, 36.1 METERS (118.5 FT)
 KP0287'SOUTHWEST OF THE HIGHWAY CENTERLINE, 17.5 METERS (57.5 FT) NORTHEAST
 KP0287'OF THE NORTHWEST END OF A 5 POST BRACE IN THE RIGHT OF WAY FENCE AND
 KP0287'5.0 METERS (16.5 FT) EAST OF A 30-INCH UTAH CEDAR TREE.
 KP0287'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 KP0287'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0133 ***********************************************************************
 KP0133  DESIGNATION -  A 43
 KP0133  PID         -  KP0133
 KP0133  STATE/COUNTY-  NV/WHITE PINE
 KP0133  USGS QUAD   -  RIEPETOWN (1958)
 KP0133
 KP0133                         *CURRENT SURVEY CONTROL
 KP0133  ___________________________________________________________________
 KP0133* NAD 83(1999)-  39 20 47.39654(N)    115 01 57.27286(W)     ADJUSTED  
 KP0133* NAVD 88     -      2111.996  (meters)    6929.11   (feet)  ADJUSTED  
 KP0133  ___________________________________________________________________
 KP0133  EPOCH DATE  -        1999.37
 KP0133  X           -  -2,090,552.782 (meters)                     COMP
 KP0133  Y           -  -4,476,558.181 (meters)                     COMP
 KP0133  Z           -   4,023,465.053 (meters)                     COMP
 KP0133  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 KP0133  ELLIP HEIGHT-        2091.83  (meters)          (10/30/00) GPS OBS
 KP0133  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 KP0133  DYNAMIC HT  -        2109.733 (meters)    6921.68  (feet)  COMP
 KP0133  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 KP0133
 KP0133  HORZ ORDER  -  FIRST
 KP0133  VERT ORDER  -  FIRST     CLASS II
 KP0133  ELLP ORDER  -  FOURTH    CLASS II
 KP0133
 KP0133.The horizontal coordinates were established by GPS observations
 KP0133.and adjusted by the National Geodetic Survey in October 2000..
 KP0133.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KP0133.DATUM ITEM on the data sheet items page.
 KP0133.The horizontal coordinates are valid at the epoch date displayed above.
 KP0133.The epoch date for horizontal control is a decimal equivalence
 KP0133.of Year/Month/Day.
 KP0133
 KP0133.The orthometric height was determined by differential leveling
 KP0133.and adjusted by the National Geodetic Survey in June 1991..
 KP0133
 KP0133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KP0133
 KP0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0133
 KP0133.The ellipsoidal height was determined by GPS observations
 KP0133.and is referenced to NAD 83.
 KP0133
 KP0133.The geoid height was determined by GEOID03.
 KP0133
 KP0133.The dynamic height is computed by dividing the NAVD 88
 KP0133.geopotential number by the normal gravity value computed on the
 KP0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0133.degrees latitude (g = 980.6199 gals.).
 KP0133
 KP0133.The modeled gravity was interpolated from observed gravity values.
 KP0133
 KP0133;                    North         East     Units Scale Factor Converg.
 KP0133;SPC NV E     - 8,510,207.208   247,471.969   MT  0.99992774   +0 20 57.1
 KP0133;SPC NV E     -27,920,571.48    811,914.28   sFT  0.99992774   +0 20 57.1
 KP0133;UTM  11      - 4,357,074.944   669,535.277   MT  0.99995390   +1 14 51.6
 KP0133
 KP0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0133!SPC NV E     -   0.99967192  x   0.99992774  =   0.99959968
 KP0133!UTM  11      -   0.99967192  x   0.99995390  =   0.99962584
 KP0133
 KP0133|---------------------------------------------------------------------|
 KP0133| PID    Reference Object                     Distance      Geod. Az  |
 KP0133|                                                           dddmmss.s |
 KP0133| KP0135 A 43 RM 3                             9.153 METERS 04547     |
 KP0133| DD5372 A 43 RM 1                            10.644 METERS 05018     |
 KP0133| KP0134 A 43 RM 2                             9.395 METERS 15146     |
 KP0133| DD5371 A 43 AZ MK                                         3045647.2 |
 KP0133|---------------------------------------------------------------------|
 KP0133
 KP0133                          SUPERSEDED SURVEY CONTROL
 KP0133
 KP0133  NAD 83(1994)-  39 20 47.39534(N)    115 01 57.27039(W) AD(       ) 3
 KP0133  ELLIP H (06/11/98) 2091.95   (m)                       GP(       ) 4 1
 KP0133  NAD 83(1994)-  39 20 47.39524(N)    115 01 57.27024(W) AD(       ) 3
 KP0133  NAD 83(1986)-  39 20 47.39049(N)    115 01 57.26910(W) AD(       ) 3
 KP0133  NAD 27      -  39 20 47.61800(N)    115 01 54.18500(W) AD(       ) 3
 KP0133  NGVD 29 (??/??/92) 2110.700  (m)         6924.85   (f) ADJ UNCH    1 2
 KP0133
 KP0133.Superseded values are not recommended for survey control.
 KP0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0133.See file dsdata.txt to determine how the superseded data were derived.
 KP0133
 KP0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD6953557075(NAD 83)
 KP0133_MARKER: DB = BENCH MARK DISK
 KP0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0133_STAMPING: A 43 1934
 KP0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0133+STABILITY: SURFACE MOTION
 KP0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0133+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1984
 KP0133
 KP0133  HISTORY     - Date     Condition        Report By
 KP0133  HISTORY     - 1954     MONUMENTED       CGS
 KP0133  HISTORY     - 1970     GOOD             NGS
 KP0133  HISTORY     - 1970     GOOD             NGS
 KP0133  HISTORY     - 19841205 GOOD
 KP0133
 KP0133                          STATION DESCRIPTION
 KP0133
 KP0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0133'THE STATION IS ON THE NORTHEAST SIDE OF OLD U.S. HIGHWAY 50,
 KP0133'ABOUT 25 MILES EAST-NORTHEAST OF HAMILTON, 10 MILES NORTHWEST
 KP0133'OF ELY, ABOUT 175 FEET NORTH OF A CULVERT, 48 FEET NORTHEAST
 KP0133'OF THE CENTER OF THE OLD HIGHWAY, AND 14 FEET WEST OF A WITNESS
 KP0133'POST.
 KP0133'
 KP0133'THE STATION CAN BE REACHED FROM THE INTERSECTION OF FIFTH
 KP0133'AND AULTMAN STREETS IN ELY (1 BLOCK NORTH OF THE POST OFFICE)
 KP0133'BY GOING WESTERLY ON U.S. HIGHWAY 50 FOR 5.05 MILES TO THE
 KP0133'INTERSECTION OF STATE HIGHWAY 44.  CONTINUE WESTERLY ON U.S.
 KP0133'HIGHWAY 50 FOR 4.65 MILES TO AN INTERSECTION OF THE OLD HIGHWAY
 KP0133'LEADING TO THE RIGHT AND PARALLELING THE NEW HIGHWAY.  (THIS
 KP0133'MILEAGE MAY VARY DUE TO CURRENT CONSTRUCTION.) TURN RIGHT ON
 KP0133'THE OLD HIGHWAY AND GO 1.4 MILE TO THE STATION ON THE RIGHT.
 KP0133'
 KP0133'THE STATION MARK, STAMPED A 43 1934, IS A STANDARD BENCH MARK
 KP0133'DISK THAT IS SET IN THE TOP OF AN EIGHT INCH SQUARE CONCRETE
 KP0133'POST THAT PROJECTS FROM THE GROUND ABOUT 10 INCHES.  IT IS
 KP0133'ACROSS THE ROAD FROM A POINT ABOUT 1/3 OF THE DISTANCE BETWEEN
 KP0133'THE THE FIRST AND SECOND TELEPHONE POLE NORTH OF WHERE THE
 KP0133'POLE LINE MAKES A TURN TO THE NORTH.
 KP0133'
 KP0133'REFERENCE MARK 1, STAMPED BM A 43 NO 1 1954, IS A STANDARD
 KP0133'DISK THAT IS SET IN THE TOP OF A ROUND CONCRETE POST THAT
 KP0133'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
 KP0133'
 KP0133'REFERENCE MARK 2, STAMPED BM A 43 NO 2 1954, IS A STANDARD
 KP0133'DISK THAT IS SET IN THE TOP OF A ROUND CONCRETE POST THAT
 KP0133'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS 49-1/2 FEET
 KP0133'NORTHEAST OF THE CENTER OF THE HIGHWAY.
 KP0133'
 KP0133'THE AZIMUTH MARK, STAMPED BM A 43 1954, IS A STANDARD DISK THAT
 KP0133'IS SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS ABOVE
 KP0133'THE GROUND ABOUT 1 INCH.  IT IS 127 FEET SOUTHWEST OF THE CENTER
 KP0133'OF THE NEW HIGHWAY, ABOUT 48 FEET SOUTHWEST OF A DEEP DITCH,
 KP0133'AND 5-1/2 FEET SOUTHWEST OF A WITNESS POST.  TO REACH THE MARK
 KP0133'FROM THE STATION, GO NORTHWEST ON THE OLD HIGHWAY FOR 0.3 MILE
 KP0133'TO A ROAD TO THE LEFT.  TURN LEFT ON THE BLADED ROAD AND GO
 KP0133'SOUTHWEST ACROSS THE NEW HIGHWAY AND THE DITCH BEYOND FOR
 KP0133'A TOTAL DISTANCE OF 0.2 MILE.  TURN RIGHT AND GO NORTHWEST
 KP0133'ALONG THE WEST SIDE OF THE DITCH FOR 0.1 MILE TO THE MARK.
 KP0133
 KP0133                          STATION RECOVERY (1970)
 KP0133
 KP0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KP0133'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 KP0133'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN
 KP0133'DESTROYED AND REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 KP0133'
 KP0133'THE STATION IS LOCATED IN A BARE BLADED AREA ALONG THE NORTHEAST
 KP0133'SIDE OF U.S. HIGHWAY 50.  IT IS ABOUT 25 MILES AIRLINE
 KP0133'EAST-NORTHEAST OF HAMILTON AND 0.1 MILE NORTHEAST OF THE HIGHWAY.
 KP0133'
 KP0133'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND
 KP0133'6 IN ELY.  GO NORTHWEST ALONG U.S. 50 FOR 4.9 MILES TO THE
 KP0133'JUNCTION OF STATE HIGHWAY 44, CONTINUE NORTHWEST ALONG U.S.
 KP0133'50 FOR 5.85 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT FOR 0.1
 KP0133'MILE TO THE STATION.
 KP0133'
 KP0133'THE STATION MARK IS A STANDARD BENCH MARK DISK STAMPED, A 43
 KP0133'1934.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 KP0133'WHICH PROJECTS 10 INCHES.  IT IS NEAR THE CENTER OF A LOW MOUND
 KP0133'OF DIRT AND GRAVEL, 38 FEET NORTHEAST OF THE CENTER LINE OF
 KP0133'THE PROLONGATION OF THE OLD HIGHWAY, 58 YARDS NORTH OF THE
 KP0133'SECOND POLE WEST OF A BEND IN THE POWER LINE AND 3 FEET NORTH
 KP0133'EAST OF THE WITNESS POST.
 KP0133'
 KP0133'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, BM A 43 NO 2
 KP0133'1954.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 KP0133'WHICH IS ABOUT 4 INCHES BELOW THE GROUND SURFACE.  IT IS 36
 KP0133'FEET NORTH OF THE CENTER LINE OF THE PROLONGATION OF THE OLD
 KP0133'HIGHWAY AND 20.8 FEET SOUTHEAST OF THE WITNESS POST.
 KP0133'
 KP0133'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 KP0133'BURIED BOULDER.  IT IS STAMPED, BM A 43 1954 NO 3 1970. 33
 KP0133'FEET NORTHEAST OF THE POST AND AT THE SOUTHWEST END OF A LOW
 KP0133'MOUND OF DIRT AND GRAVEL.
 KP0133'
 KP0133'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, BM A 43 1954. IT
 KP0133'IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 KP0133'ABOUT 3 INCHES.  IT IS 38 YARDS NORTHEAST OF THE SOUTHWEST
 KP0133'RIGHT OF WAY FENCE LINE, 40 YARDS SOUTHWEST OF U.S. HIGHWAY
 KP0133'50 AND 2 FEET NORTHWEST OF THE WITNESS POST AND SIGN.  IT IS
 KP0133'0.4 MILE NORTHWEST ALONG THE HIGHWAY FROM THE LAST TURN GIVING
 KP0133'IN THE ROUTE TO THE STATION ON THE LEFT SIDE OF THE HIGHWAY.
 KP0133'
 KP0133'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KP0133'
 KP0133'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 KP0133'NORTHWEST OF ELY.
 KP0133
 KP0133                          STATION RECOVERY (1970)
 KP0133
 KP0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KP0133'10.9 MI NW FROM ELY.
 KP0133'10.8 MILES NORTHWEST ALONG U. S. HIGHWAY 50 FROM THE JUNCTION OF U. S.
 KP0133'HIGHWAYS 6 AND 50 AT ELY, THENCE 0.1 MILE NORTHEAST ALONG A TRACK
 KP0133'ROAD, IN A LARGE CLEARED AREA, 58 YARDS NORTH OF THE SECOND POWERLINE
 KP0133'POLE NORTHWEST OF A BEND IN THE LINE, 38 FEET NORTHEAST OF THE
 KP0133'PROLONGATION OF THE CENTERLINE OF AN ABANDONDED SECTION OF THE
 KP0133'HIGHWAY, 3.0 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN THE
 KP0133'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE CENTER OF A DIRT
 KP0133'AND ROCK MOUND WHICH IS ABOUT 4 FEET IN DIAMETER AND PROJECTS ABOUT
 KP0133'1-1/2 FEET ABOVE THE SURROUNDING GROUND.  T 17 N R 62 E.
 KP0133
 KP0133                          STATION RECOVERY (1984)
 KP0133
 KP0133'RECOVERED 1984
 KP0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0134 ***********************************************************************
 KP0134  DESIGNATION -  A 43 RM 2
 KP0134  PID         -  KP0134
 KP0134  STATE/COUNTY-  NV/WHITE PINE
 KP0134  USGS QUAD   -  RIEPETOWN (1958)
 KP0134
 KP0134                         *CURRENT SURVEY CONTROL
 KP0134  ___________________________________________________________________
 KP0134* NAD 83(1986)-  39 20 49.     (N)    115 01 56.     (W)     SCALED    
 KP0134* NAVD 88     -      2111.08   (meters)    6926.1    (feet)  RESET     
 KP0134  ___________________________________________________________________
 KP0134  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 KP0134
 KP0134  VERT ORDER  -  THIRD
 KP0134
 KP0134.The horizontal coordinates were scaled from a topographic map and have
 KP0134.an estimated accuracy of +/- 6 seconds.
 KP0134
 KP0134.The orthometric height was computed from unverified reset data.
 KP0134
 KP0134.The geoid height was determined by GEOID03.
 KP0134
 KP0134;                    North         East    Units  Estimated Accuracy
 KP0134;SPC NV E     - 8,510,260.      247,500.      MT  (+/- 180 meters Scaled)
 KP0134
 KP0134                          SUPERSEDED SURVEY CONTROL
 KP0134
 KP0134.No superseded survey control is available for this station.
 KP0134
 KP0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD695571(NAD 83)
 KP0134_MARKER: DR = REFERENCE MARK DISK
 KP0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0134_STAMPING: BM A 43 NO 2 1954
 KP0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0134+STABILITY: SURFACE MOTION
 KP0134
 KP0134  HISTORY     - Date     Condition        Report By
 KP0134  HISTORY     - 1954     MONUMENTED       CGS
 KP0134  HISTORY     - 1970     GOOD             NGS
 KP0134
 KP0134                          STATION DESCRIPTION
 KP0134
 KP0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KP0134'10.9 MI NW FROM ELY.
 KP0134'10.8 MILES NORTHWEST ALONG U. S. HIGHWAY 50 FROM THE JUNCTIOON OF U.
 KP0134'S. HIGHWAYS 6 AND 50 AT ELY, THENCE 0.1 MILE NORTHEAST ALONG A TRACK
 KP0134'ROAD, IN A LARGE CLEARED AREA, 36 FEET NORTHEAST OF THE PROLONGATION
 KP0134'OF THE CENTERLINE OF AN ABANDONED SECTION OF THE HIGHWAY, 30.8 FEET
 KP0134'SOUTH-SOUTHEAST OF BENCH MARK A 43, 20.8 FEET SOUTH-SOUTHEAST OF A
 KP0134'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST 0.5 FOOT
 KP0134'BELOW THE SURFACE OF THE GROUND.  T 17 N, R 62 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0135 ***********************************************************************
 KP0135  DESIGNATION -  A 43 RM 3
 KP0135  PID         -  KP0135
 KP0135  STATE/COUNTY-  NV/WHITE PINE
 KP0135  USGS QUAD   -  RIEPETOWN (1958)
 KP0135
 KP0135                         *CURRENT SURVEY CONTROL
 KP0135  ___________________________________________________________________
 KP0135* NAD 83(1986)-  39 20 48.     (N)    115 01 55.     (W)     SCALED    
 KP0135* NAVD 88     -      2111.48   (meters)    6927.4    (feet)  RESET     
 KP0135  ___________________________________________________________________
 KP0135  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 KP0135
 KP0135  VERT ORDER  -  THIRD
 KP0135
 KP0135.The horizontal coordinates were scaled from a topographic map and have
 KP0135.an estimated accuracy of +/- 6 seconds.
 KP0135
 KP0135.The orthometric height was computed from unverified reset data.
 KP0135
 KP0135.The geoid height was determined by GEOID03.
 KP0135
 KP0135;                    North         East    Units  Estimated Accuracy
 KP0135;SPC NV E     - 8,510,230.      247,530.      MT  (+/- 180 meters Scaled)
 KP0135
 KP0135                          SUPERSEDED SURVEY CONTROL
 KP0135
 KP0135.No superseded survey control is available for this station.
 KP0135
 KP0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD695570(NAD 83)
 KP0135_MARKER: DR = REFERENCE MARK DISK
 KP0135_SETTING: 80 = SET IN A BOULDER
 KP0135_SP_SET: BOULDER
 KP0135_STAMPING: BM A 43 1954 NO 3 1970
 KP0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0135+STABILITY: SURFACE MOTION
 KP0135
 KP0135  HISTORY     - Date     Condition        Report By
 KP0135  HISTORY     - 1970     MONUMENTED       NGS
 KP0135
 KP0135                          STATION DESCRIPTION
 KP0135
 KP0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KP0135'10.9 MI NW FROM ELY.
 KP0135'10.8 MILES NORTHWEST ALONG U. S. HIGHWAY 50 FROM THE JUNCTION OF U. S.
 KP0135'HIGHWAYS 6 AND 50 AT ELY, THENCE 0.1 MILE NORTHEAST ALONG A TRACK
 KP0135'ROAD, IN A LARGE CLEARED AREA, 48.6 FEET NORTH OF A 43 RM 2, 33.0 FEET
 KP0135'NORTHEAST OF A METAL WITNESS POST, 30.0 FEET NORTHEAST OF BENCH MARK A
 KP0135'43, 3 FEET WEST OF A LOW MOUND OF DIRT AND ROCKS, AND SET IN THE TOP
 KP0135'OF A BOULDER PROJECTING 0.3 FOOT ABOVE THE GROUND.  T 17 N R 62 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0239 ***********************************************************************
 MV0239  DESIGNATION -  A 430
 MV0239  PID         -  MV0239
 MV0239  STATE/COUNTY-  NV/HUMBOLDT
 MV0239  USGS QUAD   -  BOTTLE CREEK SLOUGH NW (1982)
 MV0239
 MV0239                         *CURRENT SURVEY CONTROL
 MV0239  ___________________________________________________________________
 MV0239* NAD 83(1986)-  41 27 23.     (N)    118 14 38.     (W)     SCALED    
 MV0239* NAVD 88     -      1256.634  (meters)    4122.81   (feet)  ADJUSTED  
 MV0239  ___________________________________________________________________
 MV0239  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 MV0239  DYNAMIC HT  -        1255.771 (meters)    4119.98  (feet)  COMP
 MV0239  MODELED GRAV-     979,893.6   (mgal)                       NAVD 88
 MV0239
 MV0239  VERT ORDER  -  FIRST     CLASS II
 MV0239
 MV0239.The horizontal coordinates were scaled from a topographic map and have
 MV0239.an estimated accuracy of +/- 6 seconds.
 MV0239
 MV0239.The orthometric height was determined by differential leveling
 MV0239.and adjusted by the National Geodetic Survey in June 1991..
 MV0239
 MV0239.The geoid height was determined by GEOID03.
 MV0239
 MV0239.The dynamic height is computed by dividing the NAVD 88
 MV0239.geopotential number by the normal gravity value computed on the
 MV0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0239.degrees latitude (g = 980.6199 gals.).
 MV0239
 MV0239.The modeled gravity was interpolated from observed gravity values.
 MV0239
 MV0239;                    North         East    Units  Estimated Accuracy
 MV0239;SPC NV W     - 4,744,380.      828,360.      MT  (+/- 180 meters Scaled)
 MV0239
 MV0239                          SUPERSEDED SURVEY CONTROL
 MV0239
 MV0239.No superseded survey control is available for this station.
 MV0239
 MV0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF961901(NAD 83)
 MV0239_MARKER: I = METAL ROD
 MV0239_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0239_SP_SET: STAINLESS STEEL ROD
 MV0239_STAMPING: A 430 1984
 MV0239_MARK LOGO: NGS   
 MV0239_PROJECTION: FLUSH
 MV0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0239_ROD/PIPE-DEPTH: 12.2 meters
 MV0239
 MV0239  HISTORY     - Date     Condition        Report By
 MV0239  HISTORY     - 1984     MONUMENTED       NGS
 MV0239
 MV0239                          STATION DESCRIPTION
 MV0239
 MV0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0239'90.3 KM (56.1 MI) NORTH FROM WINNEMUCCA.
 MV0239'50.93 KM (31.65 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MV0239'WINNEMUCCA, THENCE 39.40 KM (24.49 MI) WEST ALONG STATE HIGHWAY 140,
 MV0239'0.75 KM (0.47 MI) WEST OF MILEPOST 24, 2.35 KM (1.46 MI) EAST OF THE T
 MV0239'JUNCTION OF BOTTLE CREEK ROAD, 59.4 METERS (195 FT) NORTHEAST OF THE
 MV0239'HIGHWAY CENTERLINE AND 5.0 METERS (16.5 FT) SOUTHEAST OF A TELEPHONE
 MV0239'POLE.
 MV0239'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 MV0239'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0263 ***********************************************************************
 MV0263  DESIGNATION -  A 431
 MV0263  PID         -  MV0263
 MV0263  STATE/COUNTY-  NV/HUMBOLDT
 MV0263  USGS QUAD   -  HOWARD HOT SPRING (1990)
 MV0263
 MV0263                         *CURRENT SURVEY CONTROL
 MV0263  ___________________________________________________________________
 MV0263* NAD 83(1986)-  41 43 18.     (N)    118 31 07.     (W)     SCALED    
 MV0263* NAVD 88     -      1315.987  (meters)    4317.53   (feet)  ADJUSTED  
 MV0263  ___________________________________________________________________
 MV0263  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 MV0263  DYNAMIC HT  -        1315.086 (meters)    4314.58  (feet)  COMP
 MV0263  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 MV0263
 MV0263  VERT ORDER  -  FIRST     CLASS II
 MV0263
 MV0263.The horizontal coordinates were scaled from a topographic map and have
 MV0263.an estimated accuracy of +/- 6 seconds.
 MV0263
 MV0263.The orthometric height was determined by differential leveling
 MV0263.and adjusted by the National Geodetic Survey in June 1991..
 MV0263
 MV0263.The geoid height was determined by GEOID03.
 MV0263
 MV0263.The dynamic height is computed by dividing the NAVD 88
 MV0263.geopotential number by the normal gravity value computed on the
 MV0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0263.degrees latitude (g = 980.6199 gals.).
 MV0263
 MV0263.The modeled gravity was interpolated from observed gravity values.
 MV0263
 MV0263;                    North         East    Units  Estimated Accuracy
 MV0263;SPC NV W     - 4,773,790.      805,390.      MT  (+/- 180 meters Scaled)
 MV0263
 MV0263                          SUPERSEDED SURVEY CONTROL
 MV0263
 MV0263.No superseded survey control is available for this station.
 MV0263
 MV0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG736199(NAD 83)
 MV0263_MARKER: I = METAL ROD
 MV0263_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0263_SP_SET: STAINLESS STEEL ROD
 MV0263_STAMPING: A 431 1984
 MV0263_MARK LOGO: NGS   
 MV0263_PROJECTION: FLUSH
 MV0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0263_ROD/PIPE-DEPTH: 3.6  meters
 MV0263
 MV0263  HISTORY     - Date     Condition        Report By
 MV0263  HISTORY     - 1984     MONUMENTED       NGS
 MV0263
 MV0263                          STATION DESCRIPTION
 MV0263
 MV0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0263'32.4 KM (20.1 MI) SE FROM DENIO.
 MV0263'32.37 KM (20.12 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0263'OFFICE AT DENIO, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A DIRT
 MV0263'ROAD LEADING NORTHEAST TO HOWARD HOT SPRINGS, 0.62 KM (0.38 MI)
 MV0263'NORTHWEST OF MILEPOST 48, 22.3 METERS (73 FT) NORTHEAST OF THE HIGHWAY
 MV0263'CENTERLINE, 71.3 METERS (234 FT) SOUTH OF POWER POLE C 405 AND
 MV0263'21.3 METERS (70 FT) NORTH OF THE CENTER OF THE ROAD.
 MV0263'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MV0263'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0492 ***********************************************************************
 JQ0492  DESIGNATION -  A 432
 JQ0492  PID         -  JQ0492
 JQ0492  STATE/COUNTY-  NV/ESMERALDA
 JQ0492  USGS QUAD   -  MILLERS (1987)
 JQ0492
 JQ0492                         *CURRENT SURVEY CONTROL
 JQ0492  ___________________________________________________________________
 JQ0492* NAD 83(1986)-  38 08 28.     (N)    117 27 15.     (W)     SCALED    
 JQ0492* NAVD 88     -      1469.387  (meters)    4820.81   (feet)  ADJUSTED  
 JQ0492  ___________________________________________________________________
 JQ0492  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 JQ0492  DYNAMIC HT  -        1467.820 (meters)    4815.67  (feet)  COMP
 JQ0492  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 JQ0492
 JQ0492  VERT ORDER  -  FIRST     CLASS II
 JQ0492
 JQ0492.The horizontal coordinates were scaled from a topographic map and have
 JQ0492.an estimated accuracy of +/- 6 seconds.
 JQ0492
 JQ0492.The orthometric height was determined by differential leveling
 JQ0492.and adjusted by the National Geodetic Survey in June 1991..
 JQ0492
 JQ0492.The geoid height was determined by GEOID03.
 JQ0492
 JQ0492.The dynamic height is computed by dividing the NAVD 88
 JQ0492.geopotential number by the normal gravity value computed on the
 JQ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0492.degrees latitude (g = 980.6199 gals.).
 JQ0492
 JQ0492.The modeled gravity was interpolated from observed gravity values.
 JQ0492
 JQ0492;                    North         East    Units  Estimated Accuracy
 JQ0492;SPC NV W     - 4,376,870.      898,980.      MT  (+/- 180 meters Scaled)
 JQ0492
 JQ0492                          SUPERSEDED SURVEY CONTROL
 JQ0492
 JQ0492.No superseded survey control is available for this station.
 JQ0492
 JQ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC602215(NAD 83)
 JQ0492_MARKER: I = METAL ROD
 JQ0492_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JQ0492_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JQ0492_STAMPING: A 432 1984
 JQ0492_MARK LOGO: NGS   
 JQ0492_PROJECTION: FLUSH
 JQ0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0492+STABILITY: POSITION/ELEVATION WELL
 JQ0492_ROD/PIPE-DEPTH: 14.6 meters
 JQ0492_SLEEVE-DEPTH  : 9.1 meters
 JQ0492
 JQ0492  HISTORY     - Date     Condition        Report By
 JQ0492  HISTORY     - 1984     MONUMENTED       NGS
 JQ0492
 JQ0492                          STATION DESCRIPTION
 JQ0492
 JQ0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0492'21.4 KM (13.3 MI) NW FROM TONOPAH.
 JQ0492'21.4 KM (13.35 MI) NORTHWEST ALONG US HIGHWAYS 6 AND 95 FROM THE POST
 JQ0492'OFFICE AT TONOPAH, AT THE CENTER OF THE NORTHEAST EDGE OF THE MILLERS
 JQ0492'REST AREA, 7.5 METERS (2.3 FT) WEST OF THE WEST SIDE OF A 9 BY 11 FOOT
 JQ0492'CONCRETE BLOCK TOOL SHED, 60.0 METERS (197 FT) NORTHEAST OF THE
 JQ0492'NORTHEAST CORNER OF THE TOILET FACILITIES AND 16.1 METERS (53 FT)
 JQ0492'SOUTHWEST OF A FENCE.
 JQ0492'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 JQ0492'THE MARK IS ABOVE LEVEL WITH THE PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0491 ***********************************************************************
 JQ0491  DESIGNATION -  A 433
 JQ0491  PID         -  JQ0491
 JQ0491  STATE/COUNTY-  NV/ESMERALDA
 JQ0491  USGS QUAD   -  MILLERS (1987)
 JQ0491
 JQ0491                         *CURRENT SURVEY CONTROL
 JQ0491  ___________________________________________________________________
 JQ0491* NAD 83(1986)-  38 08 10.     (N)    117 26 35.     (W)     SCALED    
 JQ0491* NAVD 88     -      1476.539  (meters)    4844.28   (feet)  ADJUSTED  
 JQ0491  ___________________________________________________________________
 JQ0491  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 JQ0491  DYNAMIC HT  -        1474.967 (meters)    4839.12  (feet)  COMP
 JQ0491  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 JQ0491
 JQ0491  VERT ORDER  -  FIRST     CLASS II
 JQ0491
 JQ0491.The horizontal coordinates were scaled from a topographic map and have
 JQ0491.an estimated accuracy of +/- 6 seconds.
 JQ0491
 JQ0491.The orthometric height was determined by differential leveling
 JQ0491.and adjusted by the National Geodetic Survey in June 1991..
 JQ0491
 JQ0491.The geoid height was determined by GEOID03.
 JQ0491
 JQ0491.The dynamic height is computed by dividing the NAVD 88
 JQ0491.geopotential number by the normal gravity value computed on the
 JQ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0491.degrees latitude (g = 980.6199 gals.).
 JQ0491
 JQ0491.The modeled gravity was interpolated from observed gravity values.
 JQ0491
 JQ0491;                    North         East    Units  Estimated Accuracy
 JQ0491;SPC NV W     - 4,376,320.      899,960.      MT  (+/- 180 meters Scaled)
 JQ0491
 JQ0491                          SUPERSEDED SURVEY CONTROL
 JQ0491
 JQ0491.No superseded survey control is available for this station.
 JQ0491
 JQ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC611210(NAD 83)
 JQ0491_MARKER: I = METAL ROD
 JQ0491_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JQ0491+WITH SETTING: INFORMATION.
 JQ0491_SP_SET: SHALLOW SET METAL ROD
 JQ0491_STAMPING: A 433 1984
 JQ0491_MARK LOGO: NGS   
 JQ0491_PROJECTION: FLUSH
 JQ0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0491_ROD/PIPE-DEPTH: 2.4  meters
 JQ0491
 JQ0491  HISTORY     - Date     Condition        Report By
 JQ0491  HISTORY     - 1984     MONUMENTED       NGS
 JQ0491
 JQ0491                          STATION DESCRIPTION
 JQ0491
 JQ0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0491'20.3 KM (12.7 MI) NW FROM TONOPAH.
 JQ0491'20.3 KM (12.7 MI) NORTHWEST ALONG US HIGHWAYS 6 AND 95 FROM THE POST
 JQ0491'OFFICE AT TONOPAH, 0.9 KM (0.55 MI) SOUTHEAST OF THE ENTRANCE ROAD TO
 JQ0491'THE MILLERS REST AREA, 0.68 KM (0.42 MI) NORTHWEST OF MILEPOST 46,
 JQ0491'66.1 METERS (217 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 63.1 METERS
 JQ0491'(207 FT) SOUTHWEST OF THE SOUTHWEST END OF A 24-INCH CORRUGATED METAL
 JQ0491'PIPE CULVERT AND 10.5 METERS (34.5 FT) NORTHWEST OF A POWER POLE.
 JQ0491'NOTE-ROD SET TO 8 FOOT IMBEDDED REFUSAL.
 JQ0491'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 JQ0491'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0379 ***********************************************************************
 KQ0379  DESIGNATION -  A 434
 KQ0379  PID         -  KQ0379
 KQ0379  STATE/COUNTY-  NV/LANDER
 KQ0379  USGS QUAD   -  WEST OF AUSTIN (1988)
 KQ0379
 KQ0379                         *CURRENT SURVEY CONTROL
 KQ0379  ___________________________________________________________________
 KQ0379* NAD 83(1986)-  39 27 46.     (N)    117 11 15.     (W)     SCALED    
 KQ0379* NAVD 88     -      1746.152  (meters)    5728.83   (feet)  ADJUSTED  
 KQ0379  ___________________________________________________________________
 KQ0379  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 KQ0379  DYNAMIC HT  -        1744.394 (meters)    5723.07  (feet)  COMP
 KQ0379  MODELED GRAV-     979,558.4   (mgal)                       NAVD 88
 KQ0379
 KQ0379  VERT ORDER  -  FIRST     CLASS II
 KQ0379
 KQ0379.The horizontal coordinates were scaled from a topographic map and have
 KQ0379.an estimated accuracy of +/- 6 seconds.
 KQ0379
 KQ0379.The orthometric height was determined by differential leveling
 KQ0379.and adjusted by the National Geodetic Survey in June 1991..
 KQ0379
 KQ0379.The geoid height was determined by GEOID03.
 KQ0379
 KQ0379.The dynamic height is computed by dividing the NAVD 88
 KQ0379.geopotential number by the normal gravity value computed on the
 KQ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0379.degrees latitude (g = 980.6199 gals.).
 KQ0379
 KQ0379.The modeled gravity was interpolated from observed gravity values.
 KQ0379
 KQ0379;                    North         East    Units  Estimated Accuracy
 KQ0379;SPC NV C     - 6,523,100.      455,180.      MT  (+/- 180 meters Scaled)
 KQ0379
 KQ0379                          SUPERSEDED SURVEY CONTROL
 KQ0379
 KQ0379.No superseded survey control is available for this station.
 KQ0379
 KQ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD838681(NAD 83)
 KQ0379_MARKER: I = METAL ROD
 KQ0379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KQ0379_SP_SET: STAINLESS STEEL ROD
 KQ0379_STAMPING: A 434 1985
 KQ0379_MARK LOGO: NGS   
 KQ0379_PROJECTION: FLUSH
 KQ0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KQ0379_ROD/PIPE-DEPTH: 17.1 meters
 KQ0379
 KQ0379  HISTORY     - Date     Condition        Report By
 KQ0379  HISTORY     - 1985     MONUMENTED       NGS
 KQ0379
 KQ0379                          STATION DESCRIPTION
 KQ0379
 KQ0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0379'12.1 KM (7.6 MI) SW FROM AUSTIN.
 KQ0379'5.1 KM (3.2 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0379'AUSTIN, THENCE 7.05 KM (4.38 MI) SOUTHWEST ALONG STATE HIGHWAY 722, IN
 KQ0379'THE NORTHEAST CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING
 KQ0379'NORTHWEST TO THE AUSTIN AIRPORT, 60.4 METERS (198 FT) NORTHWEST OF THE
 KQ0379'HIGHWAY CENTERLINE, 104.2 METERS (342 FT) NORTH-NORTHEAST OF MILEPOST
 KQ0379'37, 24.7 METERS (81 FT) NORTHEAST OF THE CENTER OF THE DIRT ROAD AND
 KQ0379'0.6 METER (2 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 KQ0379'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 KQ0379'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0922 ***********************************************************************
 JR0922  DESIGNATION -  A 435
 JR0922  PID         -  JR0922
 JR0922  STATE/COUNTY-  NV/MINERAL
 JR0922  USGS QUAD   -  GABBS MOUNTAIN (1979)
 JR0922
 JR0922                         *CURRENT SURVEY CONTROL
 JR0922  ___________________________________________________________________
 JR0922* NAD 83(1986)-  38 41 33.     (N)    118 04 26.     (W)     SCALED    
 JR0922* NAVD 88     -      1586.216  (meters)    5204.11   (feet)  ADJUSTED  
 JR0922  ___________________________________________________________________
 JR0922  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 JR0922  DYNAMIC HT  -        1584.583 (meters)    5198.75  (feet)  COMP
 JR0922  MODELED GRAV-     979,543.1   (mgal)                       NAVD 88
 JR0922
 JR0922  VERT ORDER  -  FIRST     CLASS II
 JR0922
 JR0922.The horizontal coordinates were scaled from a topographic map and have
 JR0922.an estimated accuracy of +/- 6 seconds.
 JR0922
 JR0922.The orthometric height was determined by differential leveling
 JR0922.and adjusted by the National Geodetic Survey in June 1991..
 JR0922
 JR0922.The geoid height was determined by GEOID03.
 JR0922
 JR0922.The dynamic height is computed by dividing the NAVD 88
 JR0922.geopotential number by the normal gravity value computed on the
 JR0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0922.degrees latitude (g = 980.6199 gals.).
 JR0922
 JR0922.The modeled gravity was interpolated from observed gravity values.
 JR0922
 JR0922;                    North         East    Units  Estimated Accuracy
 JR0922;SPC NV W     - 4,437,590.      844,320.      MT  (+/- 180 meters Scaled)
 JR0922
 JR0922                          SUPERSEDED SURVEY CONTROL
 JR0922
 JR0922.No superseded survey control is available for this station.
 JR0922
 JR0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC066832(NAD 83)
 JR0922_MARKER: I = METAL ROD
 JR0922_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JR0922_SP_SET: STAINLESS STEEL ROD
 JR0922_STAMPING: A 435 1985
 JR0922_MARK LOGO: NGS   
 JR0922_PROJECTION: FLUSH
 JR0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0922_ROD/PIPE-DEPTH: 5.8  meters
 JR0922
 JR0922  HISTORY     - Date     Condition        Report By
 JR0922  HISTORY     - 1985     MONUMENTED       NGS
 JR0922
 JR0922                          STATION DESCRIPTION
 JR0922
 JR0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JR0922'24.1 KM (15.0 MI) SW FROM GABBS.
 JR0922'0.6 KM (0.4 MI) SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JR0922'THENCE 23.5 KM (14.6 MI) SOUTHWEST ALONG STATE HIGHWAY 361, IN THE
 JR0922'SOUTHWEST CORNER OF THE T JUNCTION OF A DIM TRACK ROAD LEADING
 JR0922'NORTHWEST, AT THE NORTHEAST END OF A BORROW PIT, 0.66 KM (0.41 MI)
 JR0922'NORTHEAST OF MILEPOST 16, 18.9 METERS (62 FT) NORTHWEST OF THE HIGHWAY
 JR0922'CENTERLINE, 19.5 METERS (64 FT) SOUTHWEST OF THE CENTER OF THE ROAD
 JR0922'AND 13.7 METERS (45 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE BORROW
 JR0922'PIT.
 JR0922'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 JR0922'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0411 ***********************************************************************
 KQ0411  DESIGNATION -  A 436
 KQ0411  PID         -  KQ0411
 KQ0411  STATE/COUNTY-  NV/LANDER
 KQ0411  USGS QUAD   -  MANHATTAN MTN NE (1969)
 KQ0411
 KQ0411                         *CURRENT SURVEY CONTROL
 KQ0411  ___________________________________________________________________
 KQ0411* NAD 83(1986)-  39 53 12.     (N)    117 06 38.     (W)     SCALED    
 KQ0411* NAVD 88     -      1606.603  (meters)    5271.00   (feet)  ADJUSTED  
 KQ0411  ___________________________________________________________________
 KQ0411  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 KQ0411  DYNAMIC HT  -        1605.118 (meters)    5266.12  (feet)  COMP
 KQ0411  MODELED GRAV-     979,645.7   (mgal)                       NAVD 88
 KQ0411
 KQ0411  VERT ORDER  -  FIRST     CLASS II
 KQ0411
 KQ0411.The horizontal coordinates were scaled from a topographic map and have
 KQ0411.an estimated accuracy of +/- 6 seconds.
 KQ0411
 KQ0411.The orthometric height was determined by differential leveling
 KQ0411.and adjusted by the National Geodetic Survey in June 1991..
 KQ0411
 KQ0411.The geoid height was determined by GEOID03.
 KQ0411
 KQ0411.The dynamic height is computed by dividing the NAVD 88
 KQ0411.geopotential number by the normal gravity value computed on the
 KQ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0411.degrees latitude (g = 980.6199 gals.).
 KQ0411
 KQ0411.The modeled gravity was interpolated from observed gravity values.
 KQ0411
 KQ0411;                    North         East    Units  Estimated Accuracy
 KQ0411;SPC NV C     - 6,570,120.      462,040.      MT  (+/- 180 meters Scaled)
 KQ0411
 KQ0411                          SUPERSEDED SURVEY CONTROL
 KQ0411
 KQ0411.No superseded survey control is available for this station.
 KQ0411
 KQ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME905151(NAD 83)
 KQ0411_MARKER: DB = BENCH MARK DISK
 KQ0411_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0411_SP_SET: ROCK OUTCROP
 KQ0411_STAMPING: A 436 1985
 KQ0411_MARK LOGO: NGS   
 KQ0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0411+STABILITY: POSITION/ELEVATION WELL
 KQ0411
 KQ0411  HISTORY     - Date     Condition        Report By
 KQ0411  HISTORY     - 1985     MONUMENTED       NGS
 KQ0411
 KQ0411                          STATION DESCRIPTION
 KQ0411
 KQ0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0411'48.3 KM (30.0 MI) NORTH FROM AUSTIN.
 KQ0411'1.56 KM (0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0411'AT AUSTIN, THENCE 46.78 KM (29.07 MI) NORTH ALONG STATE HIGHWAY 305,
 KQ0411'VERTICAL IN THE EAST FACE OF THE NORTH ONE OF TWO LARGE PROMINENT
 KQ0411'OUTCROP POINTS AT THE NORTH END OF A CUT, 0.55 KM (0.34 MI) NORTH OF
 KQ0411'THE T JUNCTION OF A DIRT ROAD LEADING EAST, 43.0 METERS (141 FT) WEST
 KQ0411'OF THE HIGHWAY CENTERLINE, 38.7 METERS (127 FT) WEST-NORTHWEST OF THE
 KQ0411'NORTH END OF THE WEST HEADWALL FOR A 24-INCH CORRUGATED METAL PIPE
 KQ0411'CULVERT, 16.2 METERS (53 FT) SOUTHWEST OF THE CENTER OF A DRAINAGE
 KQ0411'DITCH AND ABOUT 130 FEET NORTHWEST OF THE NORTH END OF THE CUT.
 KQ0411'THE MARK IS 0.8 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0789 ***********************************************************************
 LR0789  DESIGNATION -  A 437
 LR0789  PID         -  LR0789
 LR0789  STATE/COUNTY-  NV/LANDER
 LR0789  USGS QUAD   -  GALENA CANYON (1984)
 LR0789
 LR0789                         *CURRENT SURVEY CONTROL
 LR0789  ___________________________________________________________________
 LR0789* NAD 83(1986)-  40 33 06.     (N)    117 02 23.     (W)     SCALED    
 LR0789* NAVD 88     -      1449.826  (meters)    4756.64   (feet)  ADJUSTED  
 LR0789  ___________________________________________________________________
 LR0789  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 LR0789  DYNAMIC HT  -        1448.632 (meters)    4752.72  (feet)  COMP
 LR0789  MODELED GRAV-     979,751.2   (mgal)                       NAVD 88
 LR0789
 LR0789  VERT ORDER  -  FIRST     CLASS II
 LR0789
 LR0789.The horizontal coordinates were scaled from a topographic map and have
 LR0789.an estimated accuracy of +/- 6 seconds.
 LR0789
 LR0789.The orthometric height was determined by differential leveling
 LR0789.and adjusted by the National Geodetic Survey in June 1991..
 LR0789
 LR0789.The geoid height was determined by GEOID03.
 LR0789
 LR0789.The dynamic height is computed by dividing the NAVD 88
 LR0789.geopotential number by the normal gravity value computed on the
 LR0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0789.degrees latitude (g = 980.6199 gals.).
 LR0789
 LR0789.The modeled gravity was interpolated from observed gravity values.
 LR0789
 LR0789;                    North         East    Units  Estimated Accuracy
 LR0789;SPC NV C     - 6,643,930.      468,400.      MT  (+/- 180 meters Scaled)
 LR0789
 LR0789                          SUPERSEDED SURVEY CONTROL
 LR0789
 LR0789.No superseded survey control is available for this station.
 LR0789
 LR0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME966889(NAD 83)
 LR0789_MARKER: I = METAL ROD
 LR0789_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LR0789+WITH SETTING: INFORMATION.
 LR0789_SP_SET: SHALLOW SET METAL ROD
 LR0789_STAMPING: A 437 1985
 LR0789_MARK LOGO: NGS   
 LR0789_PROJECTION: FLUSH
 LR0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0789_ROD/PIPE-DEPTH: 2.4  meters
 LR0789
 LR0789  HISTORY     - Date     Condition        Report By
 LR0789  HISTORY     - 1985     MONUMENTED       NGS
 LR0789
 LR0789                          STATION DESCRIPTION
 LR0789
 LR0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LR0789'12.8 KM (8.0 MI) SOUTH FROM BATTLE MTN.
 LR0789'12.81 KM (7.96 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0789'AT BATTLE MTN, 36.3 METERS (119 FT) SOUTHEAST OF THE HIGHWAY
 LR0789'CENTERLINE, 35.1 METERS (115 FT) SOUTH OF THE SOUTHEAST END OF A
 LR0789'24-INCH PIPE CULVERT, 31.4 METERS (103 FT) SOUTHEAST OF MILEPOST 110
 LR0789'AND 26.5 METERS (87 FT) NORTHWEST OF A TELEPHONE POLE.  NOTE--ROD
 LR0789'DRIVEN TO 8 FOOT ANCHORED REFUSAL.
 LR0789'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 LR0789'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1409 ***********************************************************************
 KR1409  DESIGNATION -  A 439
 KR1409  PID         -  KR1409
 KR1409  STATE/COUNTY-  NV/LYON
 KR1409  USGS QUAD   -  FERNLEY EAST (1985)
 KR1409
 KR1409                         *CURRENT SURVEY CONTROL
 KR1409  ___________________________________________________________________
 KR1409* NAD 83(1986)-  39 36 04.     (N)    119 13 06.     (W)     SCALED    
 KR1409* NAVD 88     -      1256.926  (meters)    4123.76   (feet)  ADJUSTED  
 KR1409  ___________________________________________________________________
 KR1409  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 KR1409  DYNAMIC HT  -        1255.840 (meters)    4120.20  (feet)  COMP
 KR1409  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 KR1409
 KR1409  VERT ORDER  -  FIRST     CLASS II
 KR1409
 KR1409.The horizontal coordinates were scaled from a topographic map and have
 KR1409.an estimated accuracy of +/- 6 seconds.
 KR1409
 KR1409.The orthometric height was determined by differential leveling
 KR1409.and adjusted by the National Geodetic Survey in June 1991..
 KR1409
 KR1409.The geoid height was determined by GEOID03.
 KR1409
 KR1409.The dynamic height is computed by dividing the NAVD 88
 KR1409.geopotential number by the normal gravity value computed on the
 KR1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1409.degrees latitude (g = 980.6199 gals.).
 KR1409
 KR1409.The modeled gravity was interpolated from observed gravity values.
 KR1409
 KR1409;                    North         East    Units  Estimated Accuracy
 KR1409;SPC NV W     - 4,538,520.      745,470.      MT  (+/- 180 meters Scaled)
 KR1409
 KR1409                          SUPERSEDED SURVEY CONTROL
 KR1409
 KR1409.No superseded survey control is available for this station.
 KR1409
 KR1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD095858(NAD 83)
 KR1409_MARKER: I = METAL ROD
 KR1409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1409_SP_SET: STAINLESS STEEL ROD
 KR1409_STAMPING: A 439 1986
 KR1409_MARK LOGO: NGS   
 KR1409_PROJECTION: FLUSH
 KR1409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1409_ROD/PIPE-DEPTH: 8.5  meters
 KR1409
 KR1409  HISTORY     - Date     Condition        Report By
 KR1409  HISTORY     - 1986     MONUMENTED       NGS
 KR1409
 KR1409                          STATION DESCRIPTION
 KR1409
 KR1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1409'3.5 KM (2.2 MI) EAST FROM FERNLEY.
 KR1409'0.40 KM (0.25 MI) NORTH ALONG US ALTERNATE HIGHWAY 95 AND US ALTERNATE
 KR1409'HIGHWAY 50 FROM THE POST OFFICE IN FERNLEY, THENCE 3.1 KM (1.9 MI)
 KR1409'EAST ALONG US ALTERNATE HIGHWAY 50, AT A POWERLINE CROSSING OVER THE
 KR1409'HIGHWAY, 21.2 METERS (69.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 KR1409'16.5 METERS (54.1 FT) WEST-SOUTHWEST OF A 24-INCH OAK TREE, 1.2 METERS
 KR1409'(3.9 FT) SOUTH OF A GUYED POWERPOLE. NOTE--ACCESS TO DATUM POINT IS
 KR1409'HAD THROUGH A 5-INCH LOGO CAP.
 KR1409'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KR1409'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0169 ***********************************************************************
 KP0169  DESIGNATION -  A 44
 KP0169  PID         -  KP0169
 KP0169  STATE/COUNTY-  NV/WHITE PINE
 KP0169  USGS QUAD   -  PANCAKE SUMMIT (1990)
 KP0169
 KP0169                         *CURRENT SURVEY CONTROL
 KP0169  ___________________________________________________________________
 KP0169* NAD 83(1986)-  39 23 43.     (N)    115 43 17.     (W)     SCALED    
 KP0169* NAVD 88     -      1903.307  (meters)    6244.43   (feet)  ADJUSTED  
 KP0169  ___________________________________________________________________
 KP0169  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 KP0169  DYNAMIC HT  -        1901.361 (meters)    6238.05  (feet)  COMP
 KP0169  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 KP0169
 KP0169  VERT ORDER  -  FIRST     CLASS II
 KP0169
 KP0169.The horizontal coordinates were scaled from a topographic map and have
 KP0169.an estimated accuracy of +/- 6 seconds.
 KP0169
 KP0169.The orthometric height was determined by differential leveling
 KP0169.and adjusted by the National Geodetic Survey in June 1991..
 KP0169
 KP0169.The geoid height was determined by GEOID03.
 KP0169
 KP0169.The dynamic height is computed by dividing the NAVD 88
 KP0169.geopotential number by the normal gravity value computed on the
 KP0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0169.degrees latitude (g = 980.6199 gals.).
 KP0169
 KP0169.The modeled gravity was interpolated from observed gravity values.
 KP0169
 KP0169;                    North         East    Units  Estimated Accuracy
 KP0169;SPC NV E     - 8,515,490.      188,110.      MT  (+/- 180 meters Scaled)
 KP0169
 KP0169                          SUPERSEDED SURVEY CONTROL
 KP0169
 KP0169  NGVD 29 (??/??/92) 1902.050  (m)         6240.31   (f) ADJ UNCH    1 2
 KP0169
 KP0169.Superseded values are not recommended for survey control.
 KP0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0169.See file dsdata.txt to determine how the superseded data were derived.
 KP0169
 KP0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD101614(NAD 83)
 KP0169_MARKER: DB = BENCH MARK DISK
 KP0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0169_STAMPING: A 44 1934
 KP0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0169+STABILITY: SURFACE MOTION
 KP0169
 KP0169  HISTORY     - Date     Condition        Report By
 KP0169  HISTORY     - 1934     MONUMENTED       CGS
 KP0169  HISTORY     - 1950     MARK NOT FOUND   NGS
 KP0169  HISTORY     - 19870923 MARK NOT FOUND   USPSQD
 KP0169
 KP0169                          STATION DESCRIPTION
 KP0169
 KP0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KP0169'20.9 MI SE FROM EUREKA.
 KP0169'IN WHITE PINE COUNTY, 20.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM
 KP0169'THE COUNTY COURTHOUSE AT EUREKA, EUREKA COUNTY, ABOUT 1 MILE EAST OF
 KP0169'THE POINT WHERE THE HIGHWAY RISES TO CROSS HILLS, 100 FEET EAST OF A
 KP0169'SMALL CUT AT THE BREAK OF A HILL, AND 55 FEET NORTH OF THE CENTERLINE
 KP0169'OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 44 1934 AND SET IN THE TOP
 KP0169'OF A CONCRETE POST.
 KP0169
 KP0169                          STATION RECOVERY (1987)
 KP0169
 KP0169'RECOVERY NOTE BY US POWER SQUADRON 1987 (DEP)
 KP0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1432 ***********************************************************************
 KR1432  DESIGNATION -  A 441
 KR1432  PID         -  KR1432
 KR1432  STATE/COUNTY-  NV/LYON
 KR1432  USGS QUAD   -  FERNLEY EAST (1985)
 KR1432
 KR1432                         *CURRENT SURVEY CONTROL
 KR1432  ___________________________________________________________________
 KR1432* NAD 83(1986)-  39 36 25.     (N)    119 13 23.     (W)     SCALED    
 KR1432* NAVD 88     -      1259.710  (meters)    4132.90   (feet)  ADJUSTED  
 KR1432  ___________________________________________________________________
 KR1432  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 KR1432  DYNAMIC HT  -        1258.621 (meters)    4129.33  (feet)  COMP
 KR1432  MODELED GRAV-     979,718.9   (mgal)                       NAVD 88
 KR1432
 KR1432  VERT ORDER  -  FIRST     CLASS II
 KR1432
 KR1432.The horizontal coordinates were scaled from a topographic map and have
 KR1432.an estimated accuracy of +/- 6 seconds.
 KR1432
 KR1432.The orthometric height was determined by differential leveling
 KR1432.and adjusted by the National Geodetic Survey in June 1991..
 KR1432
 KR1432.The geoid height was determined by GEOID03.
 KR1432
 KR1432.The dynamic height is computed by dividing the NAVD 88
 KR1432.geopotential number by the normal gravity value computed on the
 KR1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1432.degrees latitude (g = 980.6199 gals.).
 KR1432
 KR1432.The modeled gravity was interpolated from observed gravity values.
 KR1432
 KR1432;                    North         East    Units  Estimated Accuracy
 KR1432;SPC NV W     - 4,539,170.      745,070.      MT  (+/- 180 meters Scaled)
 KR1432
 KR1432                          SUPERSEDED SURVEY CONTROL
 KR1432
 KR1432.No superseded survey control is available for this station.
 KR1432
 KR1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD091864(NAD 83)
 KR1432_MARKER: I = METAL ROD
 KR1432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1432_SP_SET: STAINLESS STEEL ROD
 KR1432_STAMPING: A 441 1986
 KR1432_MARK LOGO: NGS   
 KR1432_PROJECTION: FLUSH
 KR1432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1432_ROD/PIPE-DEPTH: 12.2 meters
 KR1432
 KR1432  HISTORY     - Date     Condition        Report By
 KR1432  HISTORY     - 1986     MONUMENTED       NGS
 KR1432
 KR1432                          STATION DESCRIPTION
 KR1432
 KR1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1432'3.0 KM (1.85 MI) NE FROM FERNLEY.
 KR1432'2.98 KM (1.86 MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE
 KR1432'POST OFFICE IN FERNLEY, 7.3 METERS (24.0 FT) SOUTHEAST OF THE
 KR1432'NORTHEAST END OF THE SOUTHEAST STEEL GUARD RAIL OF THE BRIDGE OVER THE
 KR1432'SOUTHERN PACIFIC RAILROAD, 14.8 METERS (48.5 FT) SOUTHEAST OF THE
 KR1432'CENTERLINE OF THE HIGHWAY, 28.8 METERS (94.5 FT) SOUTHWEST OF THE
 KR1432'SOUTHWEST GATE POST OF A STEEL FRAMED GATE, 0.4 METERS (1.5 FT)
 KR1432'NORTHWEST OF A RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 KR1432'THROUGH A 5-INCH LOGO CAP.
 KR1432'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR1432'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0477 ***********************************************************************
 LS0477  DESIGNATION -  A 442
 LS0477  PID         -  LS0477
 LS0477  STATE/COUNTY-  NV/PERSHING
 LS0477  USGS QUAD   -  LOVELOCK (1987)
 LS0477
 LS0477                         *CURRENT SURVEY CONTROL
 LS0477  ___________________________________________________________________
 LS0477* NAD 83(1986)-  40 12 58.     (N)    118 26 22.     (W)     SCALED    
 LS0477* NAVD 88     -      1219.242  (meters)    4000.13   (feet)  ADJUSTED  
 LS0477  ___________________________________________________________________
 LS0477  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 LS0477  DYNAMIC HT  -        1218.253 (meters)    3996.89  (feet)  COMP
 LS0477  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 LS0477
 LS0477  VERT ORDER  -  FIRST     CLASS II
 LS0477
 LS0477.The horizontal coordinates were scaled from a topographic map and have
 LS0477.an estimated accuracy of +/- 6 seconds.
 LS0477
 LS0477.The orthometric height was determined by differential leveling
 LS0477.and adjusted by the National Geodetic Survey in June 1991..
 LS0477
 LS0477.The geoid height was determined by GEOID03.
 LS0477
 LS0477.The dynamic height is computed by dividing the NAVD 88
 LS0477.geopotential number by the normal gravity value computed on the
 LS0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0477.degrees latitude (g = 980.6199 gals.).
 LS0477
 LS0477.The modeled gravity was interpolated from observed gravity values.
 LS0477
 LS0477;                    North         East    Units  Estimated Accuracy
 LS0477;SPC NV W     - 4,606,620.      812,250.      MT  (+/- 180 meters Scaled)
 LS0477
 LS0477                          SUPERSEDED SURVEY CONTROL
 LS0477
 LS0477.No superseded survey control is available for this station.
 LS0477
 LS0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE775527(NAD 83)
 LS0477_MARKER: DB = BENCH MARK DISK
 LS0477_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LS0477_SP_SET: ABUTMENT
 LS0477_STAMPING: A 442 1986
 LS0477_MARK LOGO: NGS   
 LS0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LS0477
 LS0477  HISTORY     - Date     Condition        Report By
 LS0477  HISTORY     - 1986     MONUMENTED       NGS
 LS0477
 LS0477                          STATION DESCRIPTION
 LS0477
 LS0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LS0477'5.0 KM (3.1 MI) NE FROM LOVELOCK.
 LS0477'0.5 KM (0.3 MI) NORTHEAST ALONG CORNELL AVENUE FROM THE INTERSECTION
 LS0477'OF MAIN STREET IN LOVELOCK, THENCE 4.5 KM (2.8 MI) NORTHEAST ALONG
 LS0477'UPPER VALLEY ROAD, 13.1 METERS (43.0 FT) SOUTHEAST OF THE CENTERLINE
 LS0477'OF UPPER VALLEY ROAD, 6.1 METERS (20.0 FT) SOUTH OF THE CENTERLINE OF
 LS0477'IRISH-AMERICAN ROAD, IN TOP AND 0.3 METERS (1.0 FT) NORTHEAST OF THE
 LS0477'SOUTHWEST END OF THE NORTHWEST ABUTMENT OF A BRIDGE OVER A CANAL.
 LS0477'THE MARK IS 0.4 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0803 ***********************************************************************
 LR0803  DESIGNATION -  A 443
 LR0803  PID         -  LR0803
 LR0803  STATE/COUNTY-  NV/HUMBOLDT
 LR0803  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0803
 LR0803                         *CURRENT SURVEY CONTROL
 LR0803  ___________________________________________________________________
 LR0803* NAD 83(1986)-  40 56 59.     (N)    117 45 40.     (W)     SCALED    
 LR0803* NAVD 88     -      1306.071  (meters)    4285.00   (feet)  ADJUSTED  
 LR0803  ___________________________________________________________________
 LR0803  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 LR0803  DYNAMIC HT  -        1305.088 (meters)    4281.78  (feet)  COMP
 LR0803  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 LR0803
 LR0803  VERT ORDER  -  FIRST     CLASS II
 LR0803
 LR0803.The horizontal coordinates were scaled from a topographic map and have
 LR0803.an estimated accuracy of +/- 6 seconds.
 LR0803
 LR0803.The orthometric height was determined by differential leveling
 LR0803.and adjusted by the National Geodetic Survey in June 1991..
 LR0803
 LR0803.The geoid height was determined by GEOID03.
 LR0803
 LR0803.The dynamic height is computed by dividing the NAVD 88
 LR0803.geopotential number by the normal gravity value computed on the
 LR0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0803.degrees latitude (g = 980.6199 gals.).
 LR0803
 LR0803.The modeled gravity was interpolated from observed gravity values.
 LR0803
 LR0803;                    North         East    Units  Estimated Accuracy
 LR0803;SPC NV W     - 4,688,390.      869,220.      MT  (+/- 180 meters Scaled)
 LR0803
 LR0803                          SUPERSEDED SURVEY CONTROL
 LR0803
 LR0803.No superseded survey control is available for this station.
 LR0803
 LR0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF359334(NAD 83)
 LR0803_MARKER: I = METAL ROD
 LR0803_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0803_SP_SET: STAINLESS STEEL ROD
 LR0803_STAMPING: A 443 1986
 LR0803_MARK LOGO: NGS   
 LR0803_PROJECTION: FLUSH
 LR0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0803_ROD/PIPE-DEPTH: 30.5 meters
 LR0803
 LR0803  HISTORY     - Date     Condition        Report By
 LR0803  HISTORY     - 1986     MONUMENTED       NGS
 LR0803
 LR0803                          STATION DESCRIPTION
 LR0803
 LR0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LR0803'3.4 KM (2.1 MI) SW FROM WINNEMUCCA.
 LR0803'1.1 KM (0.7 MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN
 LR0803'WINNEMUCCA, THENCE 2.34 KM (1.45 MI) SOUTHWEST ALONG BUSINESS ROUTE
 LR0803'80, IN THE WEST CORNER OF THE T-JUNCTION OF A PRIVATE DRIVE, 20.1
 LR0803'METERS (66.0 FT) NORTHWEST OF THE CENTERLINE OF THE BUSINESS ROUTE,
 LR0803'15.5 METERS (51.0 FT) SOUTH OF THE DRIVEWAY CUT OFF ROAD, 5.5 METERS
 LR0803'(18.0 FT) NORTHEAST OF THE CENTER OF THE DRIVEWAY, 0.8 METERS (2.5 FT)
 LR0803'SOUTHEAST OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 LR0803'A 5-INCH LOGO CAP.
 LR0803'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LR0803'THE MARK IS ABOVE LEVEL WITH THE BUSINESS ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1803 ***********************************************************************
 KR1803  DESIGNATION -  A 446
 KR1803  PID         -  KR1803
 KR1803  STATE/COUNTY-  NV/CHURCHILL
 KR1803  USGS QUAD   -  GRIMES POINT (1985)
 KR1803
 KR1803                         *CURRENT SURVEY CONTROL
 KR1803  ___________________________________________________________________
 KR1803* NAD 83(1986)-  39 28 29.     (N)    118 44 04.     (W)     SCALED    
 KR1803* NAVD 88     -      1204.037  (meters)    3950.24   (feet)  ADJUSTED  
 KR1803  ___________________________________________________________________
 KR1803  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 KR1803  DYNAMIC HT  -        1203.002 (meters)    3946.85  (feet)  COMP
 KR1803  MODELED GRAV-     979,726.0   (mgal)                       NAVD 88
 KR1803
 KR1803  VERT ORDER  -  FIRST     CLASS II
 KR1803
 KR1803.The horizontal coordinates were scaled from a topographic map and have
 KR1803.an estimated accuracy of +/- 6 seconds.
 KR1803
 KR1803.The orthometric height was determined by differential leveling
 KR1803.and adjusted by the National Geodetic Survey in October 1991..
 KR1803
 KR1803.The geoid height was determined by GEOID03.
 KR1803
 KR1803.The dynamic height is computed by dividing the NAVD 88
 KR1803.geopotential number by the normal gravity value computed on the
 KR1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1803.degrees latitude (g = 980.6199 gals.).
 KR1803
 KR1803.The modeled gravity was interpolated from observed gravity values.
 KR1803
 KR1803;                    North         East    Units  Estimated Accuracy
 KR1803;SPC NV W     - 4,524,310.      787,000.      MT  (+/- 180 meters Scaled)
 KR1803
 KR1803                          SUPERSEDED SURVEY CONTROL
 KR1803
 KR1803.No superseded survey control is available for this station.
 KR1803
 KR1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD508708(NAD 83)
 KR1803_MARKER: DB = BENCH MARK DISK
 KR1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1803_SP_SET: CONCRETE POST
 KR1803_STAMPING: A 446 1991
 KR1803_MARK LOGO: USN   
 KR1803_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1803+STABILITY: SURFACE MOTION
 KR1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1803+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KR1803
 KR1803  HISTORY     - Date     Condition        Report By
 KR1803  HISTORY     - 1991     MONUMENTED       NGS
 KR1803
 KR1803                          STATION DESCRIPTION
 KR1803
 KR1803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1803'3.8 KM (2.4 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL IN
 KR1803'FALLON, 62.0 M (203.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 KR1803'20.7 M (67.9 FT) NORTH-NORTHWEST OF A UTILITY POLE, 6.3 M (20.7 FT)
 KR1803'EAST-NORTHEAST OF AND LEVEL WITH THE CENTER OF CROOK ROAD, 0.5 M (1.6
 KR1803'FT) WEST-SOUTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 KR1803'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1822 ***********************************************************************
 KR1822  DESIGNATION -  A 447
 KR1822  PID         -  KR1822
 KR1822  STATE/COUNTY-  NV/CHURCHILL
 KR1822  USGS QUAD   -  CARSON LAKE (1985)
 KR1822
 KR1822                         *CURRENT SURVEY CONTROL
 KR1822  ___________________________________________________________________
 KR1822* NAD 83(1986)-  39 21 59.     (N)    118 42 27.     (W)     SCALED    
 KR1822* NAVD 88     -      1193.281  (meters)    3914.96   (feet)  ADJUSTED  
 KR1822  ___________________________________________________________________
 KR1822  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 KR1822  DYNAMIC HT  -        1192.236 (meters)    3911.53  (feet)  COMP
 KR1822  MODELED GRAV-     979,710.6   (mgal)                       NAVD 88
 KR1822
 KR1822  VERT ORDER  -  FIRST     CLASS II
 KR1822
 KR1822.The horizontal coordinates were scaled from a topographic map and have
 KR1822.an estimated accuracy of +/- 6 seconds.
 KR1822
 KR1822.The orthometric height was determined by differential leveling
 KR1822.and adjusted by the National Geodetic Survey in October 1991..
 KR1822
 KR1822.The geoid height was determined by GEOID03.
 KR1822
 KR1822.The dynamic height is computed by dividing the NAVD 88
 KR1822.geopotential number by the normal gravity value computed on the
 KR1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1822.degrees latitude (g = 980.6199 gals.).
 KR1822
 KR1822.The modeled gravity was interpolated from observed gravity values.
 KR1822
 KR1822;                    North         East    Units  Estimated Accuracy
 KR1822;SPC NV W     - 4,512,280.      789,300.      MT  (+/- 180 meters Scaled)
 KR1822
 KR1822                          SUPERSEDED SURVEY CONTROL
 KR1822
 KR1822.No superseded survey control is available for this station.
 KR1822
 KR1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD529588(NAD 83)
 KR1822_MARKER: DB = BENCH MARK DISK
 KR1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1822_SP_SET: CONCRETE POST
 KR1822_STAMPING: A 447 1991
 KR1822_MARK LOGO: USN   
 KR1822_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1822+STABILITY: SURFACE MOTION
 KR1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1822+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KR1822
 KR1822  HISTORY     - Date     Condition        Report By
 KR1822  HISTORY     - 1991     MONUMENTED       NGS
 KR1822
 KR1822                          STATION DESCRIPTION
 KR1822
 KR1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1822'12.2 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR1822'IN FALLON, THENCE 5.1 KM (3.2 MI) WESTERLY ALONG WILDES ROAD, THENCE
 KR1822'9.8 KM (6.1 MI) SOUTHERLY ALONG PASTURE ROAD, THENCE 1.8 KM (1.1 MI)
 KR1822'EASTERLY ALONG A GRAVELED ROAD, 16.7 M (54.8 FT) WEST OF THE
 KR1822'NORTHWEST CORNER OF A CULVERT HEADWALL, 16.4 M (53.8 FT) NORTHWEST OF
 KR1822'AND LEVEL WITH THE CENTER OF THE ROAD, 7.5 M (24.6 FT) WEST-SOUTHWEST
 KR1822'OF THE CENTER OF A FIELD ROAD, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS
 KR1822'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0060 ***********************************************************************
 KQ0060  DESIGNATION -  A 45
 KQ0060  PID         -  KQ0060
 KQ0060  STATE/COUNTY-  NV/LANDER
 KQ0060  USGS QUAD   -  HICKISON SUMMIT (1989)
 KQ0060
 KQ0060                         *CURRENT SURVEY CONTROL
 KQ0060  ___________________________________________________________________
 KQ0060* NAD 83(1986)-  39 27 42.     (N)    116 42 21.     (W)     SCALED    
 KQ0060* NAVD 88     -      1918.313  (meters)    6293.67   (feet)  ADJUSTED  
 KQ0060  ___________________________________________________________________
 KQ0060  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 KQ0060  DYNAMIC HT  -        1916.309 (meters)    6287.09  (feet)  COMP
 KQ0060  MODELED GRAV-     979,513.8   (mgal)                       NAVD 88
 KQ0060
 KQ0060  VERT ORDER  -  FIRST     CLASS II
 KQ0060
 KQ0060.The horizontal coordinates were scaled from a topographic map and have
 KQ0060.an estimated accuracy of +/- 6 seconds.
 KQ0060
 KQ0060.The orthometric height was determined by differential leveling
 KQ0060.and adjusted by the National Geodetic Survey in June 1991..
 KQ0060
 KQ0060.The geoid height was determined by GEOID03.
 KQ0060
 KQ0060.The dynamic height is computed by dividing the NAVD 88
 KQ0060.geopotential number by the normal gravity value computed on the
 KQ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0060.degrees latitude (g = 980.6199 gals.).
 KQ0060
 KQ0060.The modeled gravity was interpolated from observed gravity values.
 KQ0060
 KQ0060;                    North         East    Units  Estimated Accuracy
 KQ0060;SPC NV C     - 6,522,850.      496,630.      MT  (+/- 180 meters Scaled)
 KQ0060
 KQ0060                          SUPERSEDED SURVEY CONTROL
 KQ0060
 KQ0060  NGVD 29 (??/??/92) 1917.004  (m)         6289.37   (f) ADJ UNCH    1 2
 KQ0060
 KQ0060.Superseded values are not recommended for survey control.
 KQ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0060.See file dsdata.txt to determine how the superseded data were derived.
 KQ0060
 KQ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND253680(NAD 83)
 KQ0060_MARKER: DB = BENCH MARK DISK
 KQ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0060_STAMPING: A 45 1934
 KQ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0060+STABILITY: SURFACE MOTION
 KQ0060
 KQ0060  HISTORY     - Date     Condition        Report By
 KQ0060  HISTORY     - 1934     MONUMENTED       CGS
 KQ0060  HISTORY     - 1954     GOOD             NGS
 KQ0060
 KQ0060                          STATION DESCRIPTION
 KQ0060
 KQ0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KQ0060'17.3 MI W FROM TWIN SPRINGS.
 KQ0060'ABOUT 19 MILES AIRLINE EAST-SOUTHEAST OF AUSTIN.  LOCATED 42.5 MILES
 KQ0060'WESTERLY ON U.S. HIGHWAY 50 FROM THE POST OFFICE IN EUREKA.  65 FEET
 KQ0060'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET EAST OF THE CENTER OF
 KQ0060'A NORTH-SOUTH DIRT ROAD AND 1 FOOT NORTH OF A WITNESS POST.  THE MARK
 KQ0060'IS A STANDARD USC AND GS DISK STAMPED A 45 1934, SET IN THE TOP OF A
 KQ0060'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND. NOTE-- THE
 KQ0060'MARK IS ALSO 17.3 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE
 KQ0060'STATION AT TWIN SPRINGS, EUREKA COUNTY, AT THE INTERSECTION OF A
 KQ0060'NORTH-AND-SOUTH ROAD, 60 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 KQ0060'AND 25 FEET EAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0305 ***********************************************************************
 KQ0305  DESIGNATION -  A 46
 KQ0305  PID         -  KQ0305
 KQ0305  STATE/COUNTY-  NV/LANDER
 KQ0305  USGS QUAD   -  CAMPBELL CREEK RANCH (1988)
 KQ0305
 KQ0305                         *CURRENT SURVEY CONTROL
 KQ0305  ___________________________________________________________________
 KQ0305* NAD 83(1986)-  39 14 29.     (N)    117 39 34.     (W)     SCALED    
 KQ0305* NAVD 88     -      1946.400  (meters)    6385.81   (feet)  ADJUSTED  
 KQ0305  ___________________________________________________________________
 KQ0305  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 KQ0305  DYNAMIC HT  -        1944.354 (meters)    6379.10  (feet)  COMP
 KQ0305  MODELED GRAV-     979,506.5   (mgal)                       NAVD 88
 KQ0305
 KQ0305  VERT ORDER  -  FIRST     CLASS II
 KQ0305
 KQ0305.The horizontal coordinates were scaled from a topographic map and have
 KQ0305.an estimated accuracy of +/- 6 seconds.
 KQ0305
 KQ0305.The orthometric height was determined by differential leveling
 KQ0305.and adjusted by the National Geodetic Survey in June 1991..
 KQ0305
 KQ0305.The geoid height was determined by GEOID03.
 KQ0305
 KQ0305.The dynamic height is computed by dividing the NAVD 88
 KQ0305.geopotential number by the normal gravity value computed on the
 KQ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0305.degrees latitude (g = 980.6199 gals.).
 KQ0305
 KQ0305.The modeled gravity was interpolated from observed gravity values.
 KQ0305
 KQ0305;                    North         East    Units  Estimated Accuracy
 KQ0305;SPC NV C     - 6,498,860.      414,300.      MT  (+/- 180 meters Scaled)
 KQ0305
 KQ0305                          SUPERSEDED SURVEY CONTROL
 KQ0305
 KQ0305  NGVD 29 (??/??/92) 1945.109  (m)         6381.58   (f) ADJ UNCH    1 2
 KQ0305
 KQ0305.Superseded values are not recommended for survey control.
 KQ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0305.See file dsdata.txt to determine how the superseded data were derived.
 KQ0305
 KQ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD430437(NAD 83)
 KQ0305_MARKER: DB = BENCH MARK DISK
 KQ0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0305_STAMPING: A 46 1934
 KQ0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0305+STABILITY: SURFACE MOTION
 KQ0305
 KQ0305  HISTORY     - Date     Condition        Report By
 KQ0305  HISTORY     - 1934     MONUMENTED       CGS
 KQ0305  HISTORY     - 1955     MARK NOT FOUND   NGS
 KQ0305
 KQ0305                          STATION DESCRIPTION
 KQ0305
 KQ0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0305'17.1 MI E FROM EASTGATE.
 KQ0305'AT LANDER COUNTY, 17.1 MILES SOUTHEAST OF EASTGATE STORE, CHURCHILL
 KQ0305'COUNTY, 63 FEET NORTHEAST OF THE INTERSECTION OF THE HIGHWAY AND
 KQ0305'DRIVEWAY TO CAMBLE CREEK RANCHHOUSE, AND 30 FEET NORTH OF THE
 KQ0305'CENTERLINE OF US HIGHWAY 50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0138 ***********************************************************************
 KR0138  DESIGNATION -  A 47
 KR0138  PID         -  KR0138
 KR0138  STATE/COUNTY-  NV/CHURCHILL
 KR0138  USGS QUAD   -  FOURMILE FLAT (1972)
 KR0138
 KR0138                         *CURRENT SURVEY CONTROL
 KR0138  ___________________________________________________________________
 KR0138* NAD 83(1986)-  39 16 12.     (N)    118 24 09.     (W)     SCALED    
 KR0138* NAVD 88     -      1239.380  (meters)    4066.20   (feet)  ADJUSTED  
 KR0138  ___________________________________________________________________
 KR0138  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR0138  DYNAMIC HT  -        1238.277 (meters)    4062.58  (feet)  COMP
 KR0138  MODELED GRAV-     979,694.6   (mgal)                       NAVD 88
 KR0138
 KR0138  VERT ORDER  -  FIRST     CLASS II
 KR0138
 KR0138.The horizontal coordinates were scaled from a topographic map and have
 KR0138.an estimated accuracy of +/- 6 seconds.
 KR0138
 KR0138.The orthometric height was determined by differential leveling
 KR0138.and adjusted by the National Geodetic Survey in June 1991..
 KR0138
 KR0138.The geoid height was determined by GEOID03.
 KR0138
 KR0138.The dynamic height is computed by dividing the NAVD 88
 KR0138.geopotential number by the normal gravity value computed on the
 KR0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0138.degrees latitude (g = 980.6199 gals.).
 KR0138
 KR0138.The modeled gravity was interpolated from observed gravity values.
 KR0138
 KR0138;                    North         East    Units  Estimated Accuracy
 KR0138;SPC NV W     - 4,501,590.      815,600.      MT  (+/- 180 meters Scaled)
 KR0138
 KR0138                          SUPERSEDED SURVEY CONTROL
 KR0138
 KR0138  NGVD 29 (??/??/92) 1238.407  (m)         4063.01   (f) ADJ UNCH    1 2
 KR0138
 KR0138.Superseded values are not recommended for survey control.
 KR0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0138.See file dsdata.txt to determine how the superseded data were derived.
 KR0138
 KR0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD790476(NAD 83)
 KR0138_MARKER: DB = BENCH MARK DISK
 KR0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0138_SP_SET: CONCRETE POST
 KR0138_STAMPING: A 47 1934
 KR0138_MARK LOGO: CGS   
 KR0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0138+STABILITY: SURFACE MOTION
 KR0138
 KR0138  HISTORY     - Date     Condition        Report By
 KR0138  HISTORY     - 1934     MONUMENTED       CGS
 KR0138  HISTORY     - 1967     GOOD             NGS
 KR0138  HISTORY     - 1986     GOOD             NGS
 KR0138
 KR0138                          STATION DESCRIPTION
 KR0138
 KR0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0138'7.3 MI W FROM FRENCHMAN STATION.
 KR0138'ABOUT 7.3 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0138'FRENCHMAN STATION, IN SECTION 9, T 16 N, R 32 E, 0.25 MILE SOUTHEAST
 KR0138'OF AN ABANDONED MINE, 146 FEET NORTHEAST OF THE CENTER LINE OF THE NEW
 KR0138'HIGHWAY, 45 FEET SOUTHWEST OF THE CENTER LINE OF OLD U. S. HIGHWAY 50,
 KR0138'67 1/2 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET SOUTHWEST OF A METAL
 KR0138'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT 1
 KR0138'FOOT BELOW THE LEVEL OF THE OLD HIGHWAY, AND SET IN THE TOP OF A
 KR0138'CONCRETE POST WHICH PROJECTS 6 INCHES.
 KR0138
 KR0138                          STATION RECOVERY (1986)
 KR0138
 KR0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0138'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 KR0138'44.8 METERS (147 FT) NORTH OF THE CENTERLINE OF THE PRESENT US HIGHWAY
 KR0138'50.
 KR0138'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 KR0138'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0700 ***********************************************************************
 KR0700  DESIGNATION -  A 48
 KR0700  PID         -  KR0700
 KR0700  STATE/COUNTY-  NV/CHURCHILL
 KR0700  USGS QUAD   -  HAZEN (1985)
 KR0700
 KR0700                         *CURRENT SURVEY CONTROL
 KR0700  ___________________________________________________________________
 KR0700* NAD 83(1986)-  39 33 01.     (N)    119 01 07.     (W)     SCALED    
 KR0700* NAVD 88     -      1221.581  (meters)    4007.80   (feet)  ADJUSTED  
 KR0700  ___________________________________________________________________
 KR0700  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 KR0700  DYNAMIC HT  -        1220.540 (meters)    4004.39  (feet)  COMP
 KR0700  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 KR0700
 KR0700  VERT ORDER  -  FIRST     CLASS II
 KR0700
 KR0700.The horizontal coordinates were scaled from a topographic map and have
 KR0700.an estimated accuracy of +/- 6 seconds.
 KR0700
 KR0700.The orthometric height was determined by differential leveling
 KR0700.and adjusted by the National Geodetic Survey in June 1991..
 KR0700.WARNING-Repeat measurements at this control monument indicate possible
 KR0700.vertical movement.
 KR0700
 KR0700.The geoid height was determined by GEOID03.
 KR0700
 KR0700.The dynamic height is computed by dividing the NAVD 88
 KR0700.geopotential number by the normal gravity value computed on the
 KR0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0700.degrees latitude (g = 980.6199 gals.).
 KR0700
 KR0700.The modeled gravity was interpolated from observed gravity values.
 KR0700
 KR0700;                    North         East    Units  Estimated Accuracy
 KR0700;SPC NV W     - 4,532,780.      762,590.      MT  (+/- 180 meters Scaled)
 KR0700
 KR0700                          SUPERSEDED SURVEY CONTROL
 KR0700
 KR0700  NGVD 29 (??/??/92) 1220.630  (m)         4004.68   (f) ADJ UNCH    1 2
 KR0700
 KR0700.Superseded values are not recommended for survey control.
 KR0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0700.See file dsdata.txt to determine how the superseded data were derived.
 KR0700
 KR0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD265797(NAD 83)
 KR0700_MARKER: DB = BENCH MARK DISK
 KR0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0700_SP_SET: CONCRETE POST
 KR0700_STAMPING: A 48 1934
 KR0700_MARK LOGO: CGS   
 KR0700_PROJECTION: PROJECTING 15 CENTIMETERS
 KR0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0700+STABILITY: SURFACE MOTION
 KR0700
 KR0700  HISTORY     - Date     Condition        Report By
 KR0700  HISTORY     - 1934     MONUMENTED       CGS
 KR0700  HISTORY     - 1967     GOOD             NGS
 KR0700  HISTORY     - 1986     GOOD             NGS
 KR0700
 KR0700                          STATION DESCRIPTION
 KR0700
 KR0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0700'1.9 MI SE FROM HAZEN.
 KR0700'ABOUT 0.4 MILE EAST ALONG THE OVERLAND ROUTE OF THE SOUTHERN PACIFIC
 KR0700'COMPANY RAILROAD FROM THE RAILROAD TOOL HOUSE AT HAZEN, THENCE 1.5
 KR0700'MILES SOUTHEAST ALONG THE FALLON BRANCH OF THE SOUTHERN PACIFIC
 KR0700'COMPANY RAILROAD, IN SECTION 36, T 20 N, R 26 E, 33 1/2 FEET EAST OF
 KR0700'THE 3RD POLE SOUTHEAST OF MILEPOST NUMBER 290, 30 1/2 FEET SOUTHWEST
 KR0700'OF THE SOUTHWEST RAIL OF THE TRACK, 106 FEET NORTHEAST OF THE CENTER
 KR0700'LINE OF U.S. HIGHWAY 95 ALTERNATE, 1.2 FEET NORTHEAST OF A METAL
 KR0700'WITNESS POST, ABOUT LEVEL WITH THE TRACK, ABOUT 2 FEET BELOW THE LEVEL
 KR0700'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 KR0700'INCHES.
 KR0700
 KR0700                          STATION RECOVERY (1986)
 KR0700
 KR0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0700'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.40 KM (0.25
 KR0700'MI) NORTH ALONG US ALTERNATE HIGHWAY 95 AND US ALTERNATE HIGHWAY 50
 KR0700'FROM THE POST OFFICE IN FERNLEY, THENCE 21.9 KM (13.6 MI) EASTERLY
 KR0700'ALONG US ALTERNATE HIGHWAY 50, 32.3 METERS (106 FT) NORTHEAST OF THE
 KR0700'CENTERLINE OF THE HIGHWAY, 9.1 METERS (30 FT) SOUTHWEST OF THE
 KR0700'SOUTHWEST RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD.
 KR0700'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 KR0700'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0079 ***********************************************************************
 MV0079  DESIGNATION -  A 49
 MV0079  PID         -  MV0079
 MV0079  STATE/COUNTY-  NV/WASHOE
 MV0079  USGS QUAD   -  BADGER MTN NW (1966)
 MV0079
 MV0079                         *CURRENT SURVEY CONTROL
 MV0079  ___________________________________________________________________
 MV0079* NAD 83(1986)-  41 44 07.     (N)    119 22 57.     (W)     SCALED    
 MV0079* NAVD 88     -      1809.606  (meters)    5937.02   (feet)  ADJUSTED  
 MV0079  ___________________________________________________________________
 MV0079  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 MV0079  DYNAMIC HT  -        1808.184 (meters)    5932.35  (feet)  COMP
 MV0079  MODELED GRAV-     979,772.8   (mgal)                       NAVD 88
 MV0079
 MV0079  VERT ORDER  -  FIRST     CLASS II
 MV0079
 MV0079.The horizontal coordinates were scaled from a topographic map and have
 MV0079.an estimated accuracy of +/- 6 seconds.
 MV0079
 MV0079.The orthometric height was determined by differential leveling
 MV0079.and adjusted by the National Geodetic Survey in June 1991..
 MV0079
 MV0079.The geoid height was determined by GEOID03.
 MV0079
 MV0079.The dynamic height is computed by dividing the NAVD 88
 MV0079.geopotential number by the normal gravity value computed on the
 MV0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0079.degrees latitude (g = 980.6199 gals.).
 MV0079
 MV0079.The modeled gravity was interpolated from observed gravity values.
 MV0079
 MV0079;                    North         East    Units  Estimated Accuracy
 MV0079;SPC NV W     - 4,775,610.      733,520.      MT  (+/- 180 meters Scaled)
 MV0079
 MV0079                          SUPERSEDED SURVEY CONTROL
 MV0079
 MV0079  NGVD 29 (??/??/92) 1808.330  (m)         5932.83   (f) ADJ UNCH    1 2
 MV0079
 MV0079.Superseded values are not recommended for survey control.
 MV0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0079.See file dsdata.txt to determine how the superseded data were derived.
 MV0079
 MV0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG018231(NAD 83)
 MV0079_MARKER: DB = BENCH MARK DISK
 MV0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0079_STAMPING: A 49 1934
 MV0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0079+STABILITY: SURFACE MOTION
 MV0079
 MV0079  HISTORY     - Date     Condition        Report By
 MV0079  HISTORY     - 1934     MONUMENTED       CGS
 MV0079  HISTORY     - 1966     MARK NOT FOUND   USGS
 MV0079
 MV0079                          STATION DESCRIPTION
 MV0079
 MV0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0079'28.8 MI SW FROM THOUSAND CREEK RANCH.
 MV0079'IN WASHOE COUNTY, ABOUT 28.8 MILE SOUTHWEST ALONG STATE HIGHWAY 8 A
 MV0079'FROM THE RANCH HOUSE AT THOUSAND CREEK RANCH, HUMBOLDT COUNTY, ABOUT
 MV0079'30.4 MILES NORTHEAST OF THE HIGHWAY JUNCTION ABOUT 1 MILE SOUTHEAST OF
 MV0079'VYA, WASHOE COUNTY, AT A CUT AROUND THE FOOT OF A HILL, NEAR THE OLD
 MV0079'HIGHWAY BED, AND 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY. A
 MV0079'STANDARD DISK, STAMPED A 49 1934 AND SET IN THE TOP OF A CONCRETE
 MV0079'POST.
 MV0079
 MV0079                          STATION RECOVERY (1966)
 MV0079
 MV0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MV0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0461 ***********************************************************************
 LQ0461  DESIGNATION -  A 5
 LQ0461  PID         -  LQ0461
 LQ0461  STATE/COUNTY-  NV/ELKO
 LQ0461  USGS QUAD   -  RYNDON (1982)
 LQ0461
 LQ0461                         *CURRENT SURVEY CONTROL
 LQ0461  ___________________________________________________________________
 LQ0461* NAD 83(1986)-  40 56 30.     (N)    115 37 14.     (W)     SCALED    
 LQ0461* NAVD 88     -      1571.825  (meters)    5156.90   (feet)  ADJUSTED  
 LQ0461  ___________________________________________________________________
 LQ0461  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 LQ0461  DYNAMIC HT  -        1570.547 (meters)    5152.70  (feet)  COMP
 LQ0461  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 LQ0461
 LQ0461  VERT ORDER  -  FIRST     CLASS II
 LQ0461
 LQ0461.The horizontal coordinates were scaled from a topographic map and have
 LQ0461.an estimated accuracy of +/- 6 seconds.
 LQ0461
 LQ0461.The orthometric height was determined by differential leveling
 LQ0461.and adjusted by the National Geodetic Survey in June 1991..
 LQ0461
 LQ0461.The geoid height was determined by GEOID03.
 LQ0461
 LQ0461.The dynamic height is computed by dividing the NAVD 88
 LQ0461.geopotential number by the normal gravity value computed on the
 LQ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0461.degrees latitude (g = 980.6199 gals.).
 LQ0461
 LQ0461.The modeled gravity was interpolated from observed gravity values.
 LQ0461
 LQ0461;                    North         East    Units  Estimated Accuracy
 LQ0461;SPC NV E     - 8,687,170.      196,870.      MT  (+/- 180 meters Scaled)
 LQ0461
 LQ0461                          SUPERSEDED SURVEY CONTROL
 LQ0461
 LQ0461  NGVD 29 (??/??/92) 1570.701  (m)         5153.21   (f) ADJ UNCH    1 2
 LQ0461
 LQ0461.Superseded values are not recommended for survey control.
 LQ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0461.See file dsdata.txt to determine how the superseded data were derived.
 LQ0461
 LQ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF161331(NAD 83)
 LQ0461_MARKER: DB = BENCH MARK DISK
 LQ0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0461_SP_SET: ABUTMENT
 LQ0461_STAMPING: 5153.208 A 5
 LQ0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0461
 LQ0461  HISTORY     - Date     Condition        Report By
 LQ0461  HISTORY     - UNK      MONUMENTED       CGS
 LQ0461  HISTORY     - 1953     GOOD             NGS
 LQ0461
 LQ0461                          STATION DESCRIPTION
 LQ0461
 LQ0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0461'11.2 MI NE FROM ELKO.
 LQ0461'11.2 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LQ0461'THE STATION AT ELKO, AT RYNDON SIDING, ABOUT 0.2 MILE EAST OF THE EAST
 LQ0461'END OF TUNNEL NO. 3, AT STEEL BRIDGE 567.19-25 OVER HUMBOLDT RIVER, IN
 LQ0461'THE TOP OF THE SOUTH END OF THE EAST ABUTMENT, 4.1 FEET SOUTH OF THE
 LQ0461'SOUTH RAIL, 0.5 FOOT WEST OF THE WEST END OF THE SOUTH BOARD WALK, AND
 LQ0461'ABOUT 1/2 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0243 ***********************************************************************
 GR0243  DESIGNATION -  A 50
 GR0243  PID         -  GR0243
 GR0243  STATE/COUNTY-  NV/CLARK
 GR0243  USGS QUAD   -  ST THOMAS GAP (1984)
 GR0243
 GR0243                         *CURRENT SURVEY CONTROL
 GR0243  ___________________________________________________________________
 GR0243* NAD 83(1986)-  36 24 06.     (N)    114 04 21.     (W)     SCALED    
 GR0243* NAVD 88     -       698.377  (meters)    2291.26   (feet)  POSTED    
 GR0243  ___________________________________________________________________
 GR0243  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 GR0243  DYNAMIC HT  -         697.660 (meters)    2288.91  (feet)  COMP
 GR0243  MODELED GRAV-     979,581.9   (mgal)                       NAVD 88
 GR0243
 GR0243  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0243
 GR0243.The horizontal coordinates were scaled from a topographic map and have
 GR0243.an estimated accuracy of +/- 6 seconds.
 GR0243
 GR0243.The orthometric height was determined by differential leveling
 GR0243.and adjusted by the National Geodetic Survey in 1992..
 GR0243.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0243.rate of 0.0 thru 1.0 mm/km.
 GR0243
 GR0243.The geoid height was determined by GEOID03.
 GR0243
 GR0243.The dynamic height is computed by dividing the NAVD 88
 GR0243.geopotential number by the normal gravity value computed on the
 GR0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0243.degrees latitude (g = 980.6199 gals.).
 GR0243
 GR0243.The modeled gravity was interpolated from observed gravity values.
 GR0243
 GR0243;                    North         East    Units  Estimated Accuracy
 GR0243;SPC NV E     - 8,184,300.      335,520.      MT  (+/- 180 meters Scaled)
 GR0243
 GR0243                          SUPERSEDED SURVEY CONTROL
 GR0243
 GR0243  NGVD 29 (??/??/92)  697.658  (m)         2288.90   (f) ADJ UNCH    1 1
 GR0243
 GR0243.Superseded values are not recommended for survey control.
 GR0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0243.See file dsdata.txt to determine how the superseded data were derived.
 GR0243
 GR0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA625324(NAD 83)
 GR0243_MARKER: DB = BENCH MARK DISK
 GR0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0243_STAMPING: A 50 1934
 GR0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0243+STABILITY: SURFACE MOTION
 GR0243
 GR0243  HISTORY     - Date     Condition        Report By
 GR0243  HISTORY     - 1934     MONUMENTED       CGS
 GR0243  HISTORY     - 1950     GOOD             NGS
 GR0243
 GR0243                          STATION DESCRIPTION
 GR0243
 GR0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0243'31.7 MI S FROM RIVERSIDE.
 GR0243'31.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0243'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE, 0.6
 GR0243'MILE NORTHWEST OF THE ARIZONA AND NEVADA STATE LINE, 69 FEET NORTH OF
 GR0243'THE NORTH BANK OF A DEEP WASH, 35 FEET NORTH OF THE CENTER LINE OF THE
 GR0243'ROAD, 3.0 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 GR0243'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 GR0243'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0057 ***********************************************************************
 GR0057  DESIGNATION -  A 51
 GR0057  PID         -  GR0057
 GR0057  STATE/COUNTY-  NV/CLARK
 GR0057  USGS QUAD   -  OVERTON NW (1983)
 GR0057
 GR0057                         *CURRENT SURVEY CONTROL
 GR0057  ___________________________________________________________________
 GR0057* NAD 83(1986)-  36 43 21.     (N)    114 27 09.     (W)     SCALED    
 GR0057* NAVD 88     -       628.283  (meters)    2061.29   (feet)  ADJUSTED  
 GR0057  ___________________________________________________________________
 GR0057  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 GR0057  DYNAMIC HT  -         627.671 (meters)    2059.28  (feet)  COMP
 GR0057  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 GR0057  OBS GRAVITY -     979,636.3   (mgal)                       GRAV_OBS
 GR0057
 GR0057  VERT ORDER  -  FIRST     CLASS I
 GR0057
 GR0057.The horizontal coordinates were scaled from a topographic map and have
 GR0057.an estimated accuracy of +/- 6 seconds.
 GR0057
 GR0057.The orthometric height was determined by differential leveling
 GR0057.and adjusted by the National Geodetic Survey in June 1991..
 GR0057
 GR0057.The geoid height was determined by GEOID03.
 GR0057
 GR0057.The dynamic height is computed by dividing the NAVD 88
 GR0057.geopotential number by the normal gravity value computed on the
 GR0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0057.degrees latitude (g = 980.6199 gals.).
 GR0057
 GR0057.The modeled gravity was interpolated from observed gravity values.
 GR0057.The observed gravity was obtained from relative gravimeter ties
 GR0057.to the IGSN71 gravity network.
 GR0057
 GR0057;                    North         East    Units  Estimated Accuracy
 GR0057;SPC NV E     - 8,219,430.      301,010.      MT  (+/- 180 meters Scaled)
 GR0057
 GR0057                          SUPERSEDED SURVEY CONTROL
 GR0057
 GR0057  NGVD 29 (??/??/92)  627.602  (m)         2059.06   (f) ADJ UNCH    1 1
 GR0057
 GR0057.Superseded values are not recommended for survey control.
 GR0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0057.See file dsdata.txt to determine how the superseded data were derived.
 GR0057
 GR0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA275671(NAD 83)
 GR0057_MARKER: DB = BENCH MARK DISK
 GR0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0057_STAMPING: A 51 1934
 GR0057_MARK LOGO: CGS   
 GR0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0057+STABILITY: SURFACE MOTION
 GR0057
 GR0057  HISTORY     - Date     Condition        Report By
 GR0057  HISTORY     - 1934     MONUMENTED       CGS
 GR0057  HISTORY     - 1957     GOOD             NGS
 GR0057  HISTORY     - 1979     GOOD             USGS
 GR0057  HISTORY     - 1979     GOOD             USGS
 GR0057  HISTORY     - 1982     GOOD             NGS
 GR0057
 GR0057                          STATION DESCRIPTION
 GR0057
 GR0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GR0057'9.2 MI NE FROM GLENDALE.
 GR0057'8.0 MILES NORTHEAST ALONG U. S. HIGHWAY 91 FROM GLENDALE, CLARK
 GR0057'COUNTY, 1.2 MILES NORTHEAST OF THE EMERGENCY LANDING FIELD, 62 FEET
 GR0057'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET WEST OF A 5-INCH
 GR0057'TRIANGULAR CONCRETE POST PROJECTING 2.4 FEET ABOVE THE GROUND.  A
 GR0057'STANDARD DISK, STAMPED A 51 1934 AND SET IN THE TOP OF A CONCRETE POST
 GR0057'PROJECTING 0.3 FOOT ABOVE GROUND.
 GR0057
 GR0057                          STATION RECOVERY (1957)
 GR0057
 GR0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GR0057'RECOVERED IN GOOD CONDITION.
 GR0057
 GR0057                          STATION RECOVERY (1979)
 GR0057
 GR0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0057'INTERSTATE 15 AND EXIT 100 (CARP, ELGIN) 1.2 MILES SW ALONG ABANDONED
 GR0057'HIGHWAY 91. 62 FEET SOUTH OF CENTERLINE OF ROAD. 3 FEET WEST OF A
 GR0057'TRIANGULAR CONCRETE WITNESS POST. A STANDARD USC AND GS TABLET
 GR0057'STAMPED A 51 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GR0057'0.3 FOOT ABOVE GROUND.
 GR0057
 GR0057                          STATION RECOVERY (1979)
 GR0057
 GR0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0057'INTERSTATE 15 AND EXIT 100 (CARP, ELGIN) 1.2 MILES SW ALONG ABANDONED
 GR0057'HIGHWAY 91. 62 FEET SOUTH OF CENTERLINE OF ROAD. 3 FEET WEST OF A
 GR0057'TRIANGULAR CONCRETE WITNESS POST. A STANDARD USC AND GS TABLET
 GR0057'STAMPED A 51 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GR0057'0.3 FOOT ABOVE GROUND.
 GR0057
 GR0057                          STATION RECOVERY (1982)
 GR0057
 GR0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0057'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0057'11.4 KM (7.1 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR0057'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, THENCE 0.15 KM (0.1
 GR0057'MI) SOUTHEAST ACROSS COUNTRY TO THE OLD ABANDON HIGHWAY, THENCE 1.6 KM
 GR0057'(1.0 MI) NORTHEAST ALONG THE OLD HIGHWAY, 18.9 METERS (62 FT)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0536 ***********************************************************************
 LQ0536  DESIGNATION -  A 52
 LQ0536  PID         -  LQ0536
 LQ0536  STATE/COUNTY-  NV/ELKO
 LQ0536  USGS QUAD   -  ELKO WEST (1975)
 LQ0536
 LQ0536                         *CURRENT SURVEY CONTROL
 LQ0536  ___________________________________________________________________
 LQ0536* NAD 83(1986)-  40 50 10.     (N)    115 45 41.     (W)     SCALED    
 LQ0536* NAVD 88     -      1548.536  (meters)    5080.49   (feet)  ADJUSTED  
 LQ0536  ___________________________________________________________________
 LQ0536  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 LQ0536  DYNAMIC HT  -        1547.251 (meters)    5076.27  (feet)  COMP
 LQ0536  MODELED GRAV-     979,740.2   (mgal)                       NAVD 88
 LQ0536
 LQ0536  VERT ORDER  -  FIRST     CLASS II
 LQ0536
 LQ0536.The horizontal coordinates were scaled from a topographic map and have
 LQ0536.an estimated accuracy of +/- 6 seconds.
 LQ0536
 LQ0536.The orthometric height was determined by differential leveling
 LQ0536.and adjusted by the National Geodetic Survey in June 1991..
 LQ0536.WARNING-Repeat measurements at this control monument indicate possible
 LQ0536.vertical movement.
 LQ0536
 LQ0536.The geoid height was determined by GEOID03.
 LQ0536
 LQ0536.The dynamic height is computed by dividing the NAVD 88
 LQ0536.geopotential number by the normal gravity value computed on the
 LQ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0536.degrees latitude (g = 980.6199 gals.).
 LQ0536
 LQ0536.The modeled gravity was interpolated from observed gravity values.
 LQ0536
 LQ0536;                    North         East    Units  Estimated Accuracy
 LQ0536;SPC NV E     - 8,675,460.      184,980.      MT  (+/- 180 meters Scaled)
 LQ0536
 LQ0536                          SUPERSEDED SURVEY CONTROL
 LQ0536
 LQ0536  NGVD 29 (??/??/92) 1547.417  (m)         5076.82   (f) ADJ UNCH    1 2
 LQ0536
 LQ0536.Superseded values are not recommended for survey control.
 LQ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0536.See file dsdata.txt to determine how the superseded data were derived.
 LQ0536
 LQ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF044213(NAD 83)
 LQ0536_MARKER: DB = BENCH MARK DISK
 LQ0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0536_SP_SET: BUILDING
 LQ0536_STAMPING: A 52 1934
 LQ0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0536
 LQ0536  HISTORY     - Date     Condition        Report By
 LQ0536  HISTORY     - 1934     MONUMENTED       CGS
 LQ0536  HISTORY     - 1953     GOOD             NGS
 LQ0536
 LQ0536                          STATION DESCRIPTION
 LQ0536
 LQ0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0536'IN ELKO.
 LQ0536'AT ELKO, ELKO COUNTY, 165 FEET NORTHWEST OF THE CENTERLINE OF COURT
 LQ0536'STREET, 119 FEET NORTHEAST OF THE CENTERLINE OF EIGHTH STREET, 70 FEET
 LQ0536'SOUTHWEST OF THE CENTERLINE OF THE MAIN ENTRANCE TO THE GRAMMAR
 LQ0536'SCHOOL, IN THE SOUTHEAST WALL OF THE BUILDING, 5.5 FEET NORTHEAST OF
 LQ0536'THE SOUTH CORNER, AND 4.8 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 LQ0536'A 52 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0084 ***********************************************************************
 MU0084  DESIGNATION -  A 53
 MU0084  PID         -  MU0084
 MU0084  STATE/COUNTY-  NV/ELKO
 MU0084  USGS QUAD   -  WATER PIPE CANYON (1987)
 MU0084
 MU0084                         *CURRENT SURVEY CONTROL
 MU0084  ___________________________________________________________________
 MU0084* NAD 83(1986)-  41 19 57.     (N)    116 06 37.     (W)     SCALED    
 MU0084* NAVD 88     -      1751.303  (meters)    5745.73   (feet)  ADJUSTED  
 MU0084  ___________________________________________________________________
 MU0084  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 MU0084  DYNAMIC HT  -        1749.860 (meters)    5741.00  (feet)  COMP
 MU0084  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 MU0084
 MU0084  VERT ORDER  -  FIRST     CLASS II
 MU0084
 MU0084.The horizontal coordinates were scaled from a topographic map and have
 MU0084.an estimated accuracy of +/- 6 seconds.
 MU0084
 MU0084.The orthometric height was determined by differential leveling
 MU0084.and adjusted by the National Geodetic Survey in June 1991..
 MU0084.WARNING-Repeat measurements at this control monument indicate possible
 MU0084.vertical movement.
 MU0084
 MU0084.The geoid height was determined by GEOID03.
 MU0084
 MU0084.The dynamic height is computed by dividing the NAVD 88
 MU0084.geopotential number by the normal gravity value computed on the
 MU0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0084.degrees latitude (g = 980.6199 gals.).
 MU0084
 MU0084.The modeled gravity was interpolated from observed gravity values.
 MU0084
 MU0084;                    North         East    Units  Estimated Accuracy
 MU0084;SPC NV E     - 8,730,700.      155,890.      MT  (+/- 180 meters Scaled)
 MU0084
 MU0084                          SUPERSEDED SURVEY CONTROL
 MU0084
 MU0084  NGVD 29 (??/??/92) 1750.092  (m)         5741.76   (f) ADJ UNCH    1 2
 MU0084
 MU0084.Superseded values are not recommended for survey control.
 MU0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0084.See file dsdata.txt to determine how the superseded data were derived.
 MU0084
 MU0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF744760(NAD 83)
 MU0084_MARKER: DB = BENCH MARK DISK
 MU0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0084_SP_SET: CONCRETE POST
 MU0084_STAMPING: A 53 1934
 MU0084_MARK LOGO: CGS   
 MU0084_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0084+STABILITY: SURFACE MOTION
 MU0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0084+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 MU0084
 MU0084  HISTORY     - Date     Condition        Report By
 MU0084  HISTORY     - 1934     MONUMENTED       CGS
 MU0084  HISTORY     - 1955     MARK NOT FOUND   NGS
 MU0084  HISTORY     - 19840601 GOOD             NGS
 MU0084  HISTORY     - 20011019 GOOD             NVGS
 MU0084
 MU0084                          STATION DESCRIPTION
 MU0084
 MU0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MU0084'45.8 MI NW FROM ELKO.
 MU0084'45.8 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE COUNTY COURTHOUSE
 MU0084'AT ELKO, ELKO COUNTY, 4.0 MILES NORTH OF THE JUNCTION WITH THE ROAD
 MU0084'LEADING TO TUSCARORA, AT A LONG STRAIGHT STRETCH OF HIGHWAY IN A SMALL
 MU0084'OPEN AREA, 0.3 MILE SOUTH OF THE ROAD LEADING TO WILLIAMS RANCH, 66
 MU0084'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 30 FEET WEST OF THE
 MU0084'CENTERLINE OF THE OLD ROAD.  A STANDARD DISK, STAMPED A 53 1934 AND
 MU0084'SET IN THE TOP OF A CONCRETE POST.
 MU0084
 MU0084                          STATION RECOVERY (1984)
 MU0084
 MU0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0084'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 28.3 KM (17.6
 MU0084'MI) SOUTH ALONG STATE HIGHWAY 226 FROM THE BRIDGE AT DEEP CREEK, 0.5
 MU0084'KM (0.3 MI) SOUTH OF A GRAVEL ROAD LEADING WEST TO TUSCARORA, 0.5 KM
 MU0084'(0.3 MI) SOUTH OF MILEPOST 22, 27.1 M (89 FT) EAST OF THE HIGHWAY
 MU0084'CENTERLINE, 8.2 M (27 FT) EAST OF THE RIGHT OF WAY FENCE.  A DISK SET
 MU0084'INTO THE TOP OF A CONCRETE POST PROJECTING 30 CM.  ABOUT LEVEL WITH
 MU0084'THE HIGHWAY.  0.4 M WEST FROM A WITNESS POST.
 MU0084
 MU0084                          STATION RECOVERY (2001)
 MU0084
 MU0084'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 MU0084'ADDED A CARSONITE W.P. 1.5M WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0019 ***********************************************************************
 MU0019  DESIGNATION -  A 54
 MU0019  PID         -  MU0019
 MU0019  STATE/COUNTY-  NV/ELKO
 MU0019  USGS QUAD   -  THE POINT (1971)
 MU0019
 MU0019                         *CURRENT SURVEY CONTROL
 MU0019  ___________________________________________________________________
 MU0019* NAD 83(1986)-  41 54 01.     (N)    116 11 54.     (W)     SCALED    
 MU0019* NAVD 88     -      1658.879  (meters)    5442.51   (feet)  ADJUSTED  
 MU0019  ___________________________________________________________________
 MU0019  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 MU0019  DYNAMIC HT  -        1657.667 (meters)    5438.53  (feet)  COMP
 MU0019  MODELED GRAV-     979,833.4   (mgal)                       NAVD 88
 MU0019
 MU0019  VERT ORDER  -  FIRST     CLASS II
 MU0019
 MU0019.The horizontal coordinates were scaled from a topographic map and have
 MU0019.an estimated accuracy of +/- 6 seconds.
 MU0019
 MU0019.The orthometric height was determined by differential leveling
 MU0019.and adjusted by the National Geodetic Survey in June 1991..
 MU0019
 MU0019.The geoid height was determined by GEOID03.
 MU0019
 MU0019.The dynamic height is computed by dividing the NAVD 88
 MU0019.geopotential number by the normal gravity value computed on the
 MU0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0019.degrees latitude (g = 980.6199 gals.).
 MU0019
 MU0019.The modeled gravity was interpolated from observed gravity values.
 MU0019
 MU0019;                    North         East    Units  Estimated Accuracy
 MU0019;SPC NV E     - 8,793,810.      148,970.      MT  (+/- 180 meters Scaled)
 MU0019
 MU0019                          SUPERSEDED SURVEY CONTROL
 MU0019
 MU0019  NGVD 29 (??/??/92) 1657.708  (m)         5438.66   (f) ADJ UNCH    1 2
 MU0019
 MU0019.Superseded values are not recommended for survey control.
 MU0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0019.See file dsdata.txt to determine how the superseded data were derived.
 MU0019
 MU0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG664390(NAD 83)
 MU0019_MARKER: DB = BENCH MARK DISK
 MU0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0019_SP_SET: CONCRETE POST
 MU0019_STAMPING: A 54 1934
 MU0019_MARK LOGO: CGS   
 MU0019_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0019+STABILITY: SURFACE MOTION
 MU0019
 MU0019  HISTORY     - Date     Condition        Report By
 MU0019  HISTORY     - 1934     MONUMENTED       CGS
 MU0019  HISTORY     - 1951     GOOD             NGS
 MU0019  HISTORY     - 19840601 GOOD             NGS
 MU0019
 MU0019                          STATION DESCRIPTION
 MU0019
 MU0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MU0019'7.2 MI SW FROM OWYHEE.
 MU0019'FROM THE GRADE SCHOOL IN OWYHEE, 0.5 MILES SOUTHEAST ALONG STATE
 MU0019'HIGHWAY 11, THENCE 6.7 MILES ALONG STATE HIGHWAY 11 WEST, 0.7 MILES
 MU0019'NORTHEAST OF A CATTLE GUARD ACROSS THE ROAD, 1.2 MILES SOUTHWEST OF A
 MU0019'BRIDGE AND U. S. INDIAN IRRIGATION SERVICE BENCH MARK 17, 0.8 MILES
 MU0019'NORTHEAST OF A BRIDGE OVER SHEEP CREEK, 141 FEET WEST AND ACROSS THE
 MU0019'MAIN ROAD FROM A POWER LINE POLE, 90.2 FEET SOUTH OF A TELEPHONE POLE,
 MU0019'37.8 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.9 FEET SOUTH
 MU0019'OF A WITNESS POST, ABOUT ONE FOOT HIGHER THAN THE ROAD, AND SET IN THE
 MU0019'TOP OF A CONCRETE POST PROJECTING 0.8 FEET ABOVE THE GROUND.
 MU0019
 MU0019                          STATION RECOVERY (1984)
 MU0019
 MU0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0019'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 MU0019'MI) SOUTH ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE
 MU0019'10.6 KM (6.6 MI) SOUTH ALONG STATE HIGHWAY 11, 0.3 KM (0.2 MI)
 MU0019'SOUTHWEST OF A GRAVEL ROAD LEADING WEST, 11.6 M (38 FT) SOUTHWEST OF
 MU0019'THE HIGHWAY CENTERLINE.  A DISK SET INTO THE TOP OF A CONCRETE POST
 MU0019'PROJECTING 18 CM.  0.4 M ABOVE THE HIGHWAY.  0.4 M EAST FROM A WITNESS
 MU0019'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0064 ***********************************************************************
 HP0064  DESIGNATION -  A 57
 HP0064  PID         -  HP0064
 HP0064  STATE/COUNTY-  NV/LINCOLN
 HP0064  USGS QUAD   -  CALIENTE (1980)
 HP0064
 HP0064                         *CURRENT SURVEY CONTROL
 HP0064  ___________________________________________________________________
 HP0064* NAD 83(1986)-  37 36 56.     (N)    114 30 48.     (W)     SCALED    
 HP0064* NAVD 88     -      1341.093  (meters)    4399.90   (feet)  ADJUSTED  
 HP0064  ___________________________________________________________________
 HP0064  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 HP0064  DYNAMIC HT  -        1339.659 (meters)    4395.20  (feet)  COMP
 HP0064  MODELED GRAV-     979,514.8   (mgal)                       NAVD 88
 HP0064
 HP0064  VERT ORDER  -  FIRST     CLASS II
 HP0064
 HP0064.The horizontal coordinates were scaled from a topographic map and have
 HP0064.an estimated accuracy of +/- 6 seconds.
 HP0064
 HP0064.The orthometric height was determined by differential leveling
 HP0064.and adjusted by the National Geodetic Survey in June 1991..
 HP0064
 HP0064.The geoid height was determined by GEOID03.
 HP0064
 HP0064.The dynamic height is computed by dividing the NAVD 88
 HP0064.geopotential number by the normal gravity value computed on the
 HP0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0064.degrees latitude (g = 980.6199 gals.).
 HP0064
 HP0064.The modeled gravity was interpolated from observed gravity values.
 HP0064
 HP0064;                    North         East    Units  Estimated Accuracy
 HP0064;SPC NV E     - 8,318,480.      294,460.      MT  (+/- 180 meters Scaled)
 HP0064
 HP0064                          SUPERSEDED SURVEY CONTROL
 HP0064
 HP0064  NGVD 29 (??/??/92) 1340.10   (m)         4396.6    (f) COMPUTED    1 2
 HP0064
 HP0064.Superseded values are not recommended for survey control.
 HP0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0064.See file dsdata.txt to determine how the superseded data were derived.
 HP0064
 HP0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB194660(NAD 83)
 HP0064_MARKER: DB = BENCH MARK DISK
 HP0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0064+STABILITY: SURFACE MOTION
 HP0064
 HP0064  HISTORY     - Date     Condition        Report By
 HP0064  HISTORY     - UNK      MONUMENTED       CGS
 HP0064  HISTORY     - 1934     GOOD             NGS
 HP0064
 HP0064                          STATION DESCRIPTION
 HP0064
 HP0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HP0064'IN CALIENTE.
 HP0064'SET IN THE EAST END OF THE FIRST STEP FROM THE BOTTOM ON THE NORTH
 HP0064'SIDE OF THE AMERICAN LEGION BAND STAND.  185 FT. NORTHWEST OF THE
 HP0064'NORTH TRACK OF THE RAILROAD CROSSING.  38 FT. SOUTH OF THE CENTER LINE
 HP0064'OF U.S. HIGHWAY NO. 93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0065 ***********************************************************************
 HP0065  DESIGNATION -  A 57 RESET
 HP0065  PID         -  HP0065
 HP0065  STATE/COUNTY-  NV/LINCOLN
 HP0065  USGS QUAD   -  CALIENTE (1980)
 HP0065
 HP0065                         *CURRENT SURVEY CONTROL
 HP0065  ___________________________________________________________________
 HP0065* NAD 83(1986)-  37 36 55.     (N)    114 30 48.     (W)     SCALED    
 HP0065* NAVD 88     -      1340.63   (meters)    4398.4    (feet)  RESET     
 HP0065  ___________________________________________________________________
 HP0065  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 HP0065
 HP0065  VERT ORDER  -  THIRD
 HP0065
 HP0065.The horizontal coordinates were scaled from a topographic map and have
 HP0065.an estimated accuracy of +/- 6 seconds.
 HP0065
 HP0065.The orthometric height was computed from unverified reset data.
 HP0065
 HP0065.The geoid height was determined by GEOID03.
 HP0065
 HP0065;                    North         East    Units  Estimated Accuracy
 HP0065;SPC NV E     - 8,318,450.      294,460.      MT  (+/- 180 meters Scaled)
 HP0065
 HP0065                          SUPERSEDED SURVEY CONTROL
 HP0065
 HP0065.No superseded survey control is available for this station.
 HP0065
 HP0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB194660(NAD 83)
 HP0065_MARKER: DB = BENCH MARK DISK
 HP0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HP0065_SP_SET: SIDEWALK
 HP0065_STAMPING: A 57 RESET 1954
 HP0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0065+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1993
 HP0065
 HP0065  HISTORY     - Date     Condition        Report By
 HP0065  HISTORY     - 1954     MONUMENTED       NVDH
 HP0065  HISTORY     - 1965     GOOD             NGS
 HP0065  HISTORY     - 19930210 GOOD             NGS
 HP0065
 HP0065                          STATION DESCRIPTION
 HP0065
 HP0065'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1954
 HP0065'IN CALIENTE.
 HP0065'AT CALIENTE, LINCOLN COUNTY, AT THE ELEMENTARY SCHOOL, AT THE MAIN
 HP0065'ENTRANCE, AT THE SOUTH SIDE OF THE SIDE WALK LEADING TO THE SCHOOL, IN
 HP0065'THE TOP OF THE WALK, 6 INCHES FROM THE SOUTH EDGE, AND 2 FEET FROM THE
 HP0065'FIRST STEP.  A STANDARD DISK, STAMPED A 57 RESET 1954.
 HP0065
 HP0065                          STATION RECOVERY (1965)
 HP0065
 HP0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HP0065'RECOVERED IN GOOD CONDITION.
 HP0065
 HP0065                          STATION RECOVERY (1993)
 HP0065
 HP0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (DW)
 HP0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0252 ***********************************************************************
 HP0252  DESIGNATION -  A 59
 HP0252  PID         -  HP0252
 HP0252  STATE/COUNTY-  NV/LINCOLN
 HP0252  USGS QUAD   -  WHITE BLOTCH SPRINGS NE (1987)
 HP0252
 HP0252                         *CURRENT SURVEY CONTROL
 HP0252  ___________________________________________________________________
 HP0252* NAD 83(1994)-  37 40 22.81322(N)    115 48 09.71373(W)     ADJUSTED  
 HP0252* NAVD 88     -      1459.254  (meters)    4787.57   (feet)  ADJUSTED  
 HP0252  ___________________________________________________________________
 HP0252  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 HP0252  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 HP0252  DYNAMIC HT  -        1457.624 (meters)    4782.22  (feet)  COMP
 HP0252  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 HP0252
 HP0252  HORZ ORDER  -  SECOND
 HP0252  VERT ORDER  -  FIRST     CLASS II
 HP0252
 HP0252.The horizontal coordinates were established by classical geodetic methods
 HP0252.and adjusted by the National Geodetic Survey in June 1998..
 HP0252
 HP0252.The orthometric height was determined by differential leveling
 HP0252.and adjusted by the National Geodetic Survey in June 1991..
 HP0252
 HP0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0252
 HP0252.The geoid height was determined by GEOID03.
 HP0252
 HP0252.The dynamic height is computed by dividing the NAVD 88
 HP0252.geopotential number by the normal gravity value computed on the
 HP0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0252.degrees latitude (g = 980.6199 gals.).
 HP0252
 HP0252.The modeled gravity was interpolated from observed gravity values.
 HP0252
 HP0252;                    North         East     Units Scale Factor Converg.
 HP0252;SPC NV E     - 8,324,335.465   180,649.324   MT  0.99990461   -0 08 02.6
 HP0252;SPC NV E     -27,310,757.27    592,680.32   sFT  0.99990461   -0 08 02.6
 HP0252;SPC NV C     - 6,324,664.018   576,213.299   MT  0.99997152   +0 31 41.0
 HP0252;SPC NV C     -20,750,168.53  1,890,459.80   sFT  0.99997152   +0 31 41.0
 HP0252;UTM  11      - 4,170,209.400   605,586.906   MT  0.99973732   +0 43 54.5
 HP0252
 HP0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0252!SPC NV E     -   0.99977503  x   0.99990461  =   0.99967966
 HP0252!SPC NV C     -   0.99977503  x   0.99997152  =   0.99974656
 HP0252!UTM  11      -   0.99977503  x   0.99973732  =   0.99951241
 HP0252
 HP0252                          SUPERSEDED SURVEY CONTROL
 HP0252
 HP0252  NAD 83(1986)-  37 40 22.80983(N)    115 48 09.71713(W) AD(       ) 2
 HP0252  NAD 27      -  37 40 22.99900(N)    115 48 06.58100(W) AD(       ) 2
 HP0252  NGVD 29 (??/??/92) 1458.207  (m)         4784.13   (f) ADJ UNCH    1 2
 HP0252
 HP0252.Superseded values are not recommended for survey control.
 HP0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0252.See file dsdata.txt to determine how the superseded data were derived.
 HP0252
 HP0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB0558770209(NAD 83)
 HP0252_MARKER: DB = BENCH MARK DISK
 HP0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0252_SP_SET: CONCRETE POST
 HP0252_STAMPING: A 59 1934
 HP0252_MARK LOGO: CGS   
 HP0252_MAGNETIC: N = NO MAGNETIC MATERIAL
 HP0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0252+STABILITY: SURFACE MOTION
 HP0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0252+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 HP0252
 HP0252  HISTORY     - Date     Condition        Report By
 HP0252  HISTORY     - 1934     MONUMENTED       CGS
 HP0252  HISTORY     - 1952     GOOD             AMS
 HP0252  HISTORY     - 19920623 GOOD             LOCENG
 HP0252  HISTORY     - 20040825 GOOD             NVGS
 HP0252
 HP0252                          STATION DESCRIPTION
 HP0252
 HP0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0252'43.4 MI W FROM CRYSTAL SPRINGS.
 HP0252'IN NYE COUNTY, 43.4 MILES WEST ALONG STATE HIGHWAY 25 FROM CRYSTAL
 HP0252'SPRINGS, LINCOLN COUNTY, 20.1 MILES EAST OF REEDS RANCH, AT A ROAD
 HP0252'INTERSECTION, 90 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING SOUTH
 HP0252'TO GROOM, AND 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. A
 HP0252'STANDARD DISK.  STAMPED A 59 1934 AND SET IN THE TOP OF A CONCRETE
 HP0252'POST.
 HP0252
 HP0252                          STATION RECOVERY (1952)
 HP0252
 HP0252'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HP0252'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS A
 HP0252'STANDARD U.S.C. AND G.S. BRONZE BENCH MARK DISK, SET IN THE TOP
 HP0252'OF AN 8-INCH SQUARE CONCRETE POST, PROJECTING 8-INCHES.
 HP0252'
 HP0252'THE MARK IS 109 FEET WEST OF CENTER LINE JUNCTION NW-SE ROAD AND
 HP0252'CENTER LINE ROAD SW.  84 FEET NW OF, CENTER LINE OF ROAD SW.
 HP0252'80 FEET SW OF CENTER LINE NW-SE ROAD.
 HP0252'
 HP0252'THE BENCH MARK IS 2.2 FOOT HIGHER THAN CENTER LINE JUNCTION.
 HP0252
 HP0252                          STATION RECOVERY (1992)
 HP0252
 HP0252'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HP0252'RECOVERED IN GOOD CONDITION.
 HP0252
 HP0252                          STATION RECOVERY (2004)
 HP0252
 HP0252'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2004 (DRH)
 HP0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0011 ***********************************************************************
 LR0011  DESIGNATION -  A 6
 LR0011  PID         -  LR0011
 LR0011  STATE/COUNTY-  NV/EUREKA
 LR0011  USGS QUAD   -  BEOWAWE (1986)
 LR0011
 LR0011                         *CURRENT SURVEY CONTROL
 LR0011  ___________________________________________________________________
 LR0011* NAD 83(1986)-  40 35 38.     (N)    116 28 44.     (W)     SCALED    
 LR0011* NAVD 88     -      1433.676  (meters)    4703.65   (feet)  POSTED    
 LR0011  ___________________________________________________________________
 LR0011  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 LR0011  DYNAMIC HT  -        1432.510 (meters)    4699.83  (feet)  COMP
 LR0011  MODELED GRAV-     979,765.3   (mgal)                       NAVD 88
 LR0011
 LR0011  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LR0011
 LR0011.The horizontal coordinates were scaled from a topographic map and have
 LR0011.an estimated accuracy of +/- 6 seconds.
 LR0011
 LR0011.The orthometric height was determined by differential leveling
 LR0011.and adjusted by the National Geodetic Survey in 1992..
 LR0011.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LR0011.rate of 1.1 thru 2.0 mm/km.
 LR0011
 LR0011.The geoid height was determined by GEOID03.
 LR0011
 LR0011.The dynamic height is computed by dividing the NAVD 88
 LR0011.geopotential number by the normal gravity value computed on the
 LR0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0011.degrees latitude (g = 980.6199 gals.).
 LR0011
 LR0011.The modeled gravity was interpolated from observed gravity values.
 LR0011
 LR0011;                    North         East    Units  Estimated Accuracy
 LR0011;SPC NV E     - 8,648,940.      124,200.      MT  (+/- 180 meters Scaled)
 LR0011
 LR0011                          SUPERSEDED SURVEY CONTROL
 LR0011
 LR0011  NGVD 29 (??/??/92) 1432.606  (m)         4700.14   (f) ADJ UNCH    1 2
 LR0011
 LR0011.Superseded values are not recommended for survey control.
 LR0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0011.See file dsdata.txt to determine how the superseded data were derived.
 LR0011
 LR0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE440938(NAD 83)
 LR0011_MARKER: DB = BENCH MARK DISK
 LR0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LR0011_SP_SET: SIGNAL BASE
 LR0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0011
 LR0011  HISTORY     - Date     Condition        Report By
 LR0011  HISTORY     - UNK      MONUMENTED       CGS
 LR0011  HISTORY     - 1953     MARK NOT FOUND   NGS
 LR0011
 LR0011                          STATION DESCRIPTION
 LR0011
 LR0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0011'IN BEOWAWE.
 LR0011'BEOWAWE, IN TOP OF CONCRETE SURFACE OF BASE OF SIGNAL TOWER 510.1 AT
 LR0011'EAST END OF SIDING.  A RED-METAL DISK.  NOTE-- THE SIGNAL AT THE
 LR0011'SOUTHEAST END OF THE PASSING SIDING HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0037 ***********************************************************************
 JQ0037  DESIGNATION -  A 60
 JQ0037  PID         -  JQ0037
 JQ0037  STATE/COUNTY-  NV/NYE
 JQ0037  USGS QUAD   -  WARM SPRINGS SE (1968)
 JQ0037
 JQ0037                         *CURRENT SURVEY CONTROL
 JQ0037  ___________________________________________________________________
 JQ0037* NAD 83(1986)-  38 02 45.     (N)    116 20 40.     (W)     SCALED    
 JQ0037* NAVD 88     -      1762.610  (meters)    5782.83   (feet)  ADJUSTED  
 JQ0037  ___________________________________________________________________
 JQ0037  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 JQ0037  DYNAMIC HT  -        1760.620 (meters)    5776.30  (feet)  COMP
 JQ0037  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 JQ0037
 JQ0037  VERT ORDER  -  FIRST     CLASS II
 JQ0037
 JQ0037.The horizontal coordinates were scaled from a topographic map and have
 JQ0037.an estimated accuracy of +/- 6 seconds.
 JQ0037
 JQ0037.The orthometric height was determined by differential leveling
 JQ0037.and adjusted by the National Geodetic Survey in June 1991..
 JQ0037
 JQ0037.The geoid height was determined by GEOID03.
 JQ0037
 JQ0037.The dynamic height is computed by dividing the NAVD 88
 JQ0037.geopotential number by the normal gravity value computed on the
 JQ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0037.degrees latitude (g = 980.6199 gals.).
 JQ0037
 JQ0037.The modeled gravity was interpolated from observed gravity values.
 JQ0037
 JQ0037;                    North         East    Units  Estimated Accuracy
 JQ0037;SPC NV C     - 6,365,740.      528,280.      MT  (+/- 180 meters Scaled)
 JQ0037
 JQ0037                          SUPERSEDED SURVEY CONTROL
 JQ0037
 JQ0037  NGVD 29 (??/??/92) 1761.469  (m)         5779.09   (f) ADJ UNCH    1 2
 JQ0037
 JQ0037.Superseded values are not recommended for survey control.
 JQ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0037.See file dsdata.txt to determine how the superseded data were derived.
 JQ0037
 JQ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC575111(NAD 83)
 JQ0037_MARKER: DB = BENCH MARK DISK
 JQ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0037_STAMPING: A 60 1934
 JQ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0037+STABILITY: SURFACE MOTION
 JQ0037
 JQ0037  HISTORY     - Date     Condition        Report By
 JQ0037  HISTORY     - 1934     MONUMENTED       CGS
 JQ0037
 JQ0037                          STATION DESCRIPTION
 JQ0037
 JQ0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0037'11.6 MI S FROM WARM SPRINGS.
 JQ0037'11.6 MILES SOUTH ALONG THE OLD MILL ROAD FROM WARM SPRINGS, NYE
 JQ0037'COUNTY, AND 45 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 JQ0037'DISK, STAMPED A 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0005 ***********************************************************************
 KP0005  DESIGNATION -  A 61
 KP0005  PID         -  KP0005
 KP0005  STATE/COUNTY-  NV/WHITE PINE
 KP0005  USGS QUAD   -  GEORGETTA RANCH (1981)
 KP0005
 KP0005                         *CURRENT SURVEY CONTROL
 KP0005  ___________________________________________________________________
 KP0005* NAD 83(1986)-  39 59 17.     (N)    114 03 49.     (W)     SCALED    
 KP0005* NAVD 88     -      1682.457  (meters)    5519.86   (feet)  ADJUSTED  
 KP0005  ___________________________________________________________________
 KP0005  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 KP0005  DYNAMIC HT  -        1680.891 (meters)    5514.72  (feet)  COMP
 KP0005  MODELED GRAV-     979,636.1   (mgal)                       NAVD 88
 KP0005
 KP0005  VERT ORDER  -  FIRST     CLASS II
 KP0005
 KP0005.The horizontal coordinates were scaled from a topographic map and have
 KP0005.an estimated accuracy of +/- 6 seconds.
 KP0005
 KP0005.The orthometric height was determined by differential leveling
 KP0005.and adjusted by the National Geodetic Survey in June 1991..
 KP0005
 KP0005.The geoid height was determined by GEOID03.
 KP0005
 KP0005.The dynamic height is computed by dividing the NAVD 88
 KP0005.geopotential number by the normal gravity value computed on the
 KP0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0005.degrees latitude (g = 980.6199 gals.).
 KP0005
 KP0005.The modeled gravity was interpolated from observed gravity values.
 KP0005
 KP0005;                    North         East    Units  Estimated Accuracy
 KP0005;SPC NV E     - 8,582,390.      329,790.      MT  (+/- 180 meters Scaled)
 KP0005
 KP0005                          SUPERSEDED SURVEY CONTROL
 KP0005
 KP0005  NGVD 29 (??/??/92) 1681.314  (m)         5516.11   (f) ADJ UNCH    1 2
 KP0005
 KP0005.Superseded values are not recommended for survey control.
 KP0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0005.See file dsdata.txt to determine how the superseded data were derived.
 KP0005
 KP0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQE507305(NAD 83)
 KP0005_MARKER: DB = BENCH MARK DISK
 KP0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0005_STAMPING: A 61 1934
 KP0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0005+STABILITY: SURFACE MOTION
 KP0005
 KP0005  HISTORY     - Date     Condition        Report By
 KP0005  HISTORY     - 1934     MONUMENTED       CGS
 KP0005
 KP0005                          STATION DESCRIPTION
 KP0005
 KP0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0005'19.2 MI E FROM TIPPETT.
 KP0005'ABOUT 19.2 MILES EAST ALONG STATE HIGHWAY 2 FROM TIPPETT, WHITE PINE
 KP0005'COUNTY, ABOUT 230 YARDS EAST OF THE POINT WHERE THE HIGHWAY CROSSES
 KP0005'THE TOP OF A SMALL RIDGE, AND 28 FEET WEST OF THE CENTER LINE OF THE
 KP0005'HIGHWAY.  A STANDARD DISK, STAMPED A 61 1934 AND SET IN THE TOP OF A
 KP0005'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0125 ***********************************************************************
 KP0125  DESIGNATION -  A 62
 KP0125  PID         -  KP0125
 KP0125  STATE/COUNTY-  NV/WHITE PINE
 KP0125  USGS QUAD   -  SCHELLBOURNE (1982)
 KP0125
 KP0125                         *CURRENT SURVEY CONTROL
 KP0125  ___________________________________________________________________
 KP0125* NAD 83(1986)-  39 48 20.     (N)    114 38 57.     (W)     SCALED    
 KP0125* NAVD 88     -      2314.292  (meters)    7592.81   (feet)  ADJUSTED  
 KP0125  ___________________________________________________________________
 KP0125  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 KP0125  DYNAMIC HT  -        2311.837 (meters)    7584.75  (feet)  COMP
 KP0125  MODELED GRAV-     979,481.5   (mgal)                       NAVD 88
 KP0125
 KP0125  VERT ORDER  -  FIRST     CLASS II
 KP0125
 KP0125.The horizontal coordinates were scaled from a topographic map and have
 KP0125.an estimated accuracy of +/- 6 seconds.
 KP0125
 KP0125.The orthometric height was determined by differential leveling
 KP0125.and adjusted by the National Geodetic Survey in June 1991..
 KP0125
 KP0125.The geoid height was determined by GEOID03.
 KP0125
 KP0125.The dynamic height is computed by dividing the NAVD 88
 KP0125.geopotential number by the normal gravity value computed on the
 KP0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0125.degrees latitude (g = 980.6199 gals.).
 KP0125
 KP0125.The modeled gravity was interpolated from observed gravity values.
 KP0125
 KP0125;                    North         East    Units  Estimated Accuracy
 KP0125;SPC NV E     - 8,561,440.      279,990.      MT  (+/- 180 meters Scaled)
 KP0125
 KP0125                          SUPERSEDED SURVEY CONTROL
 KP0125
 KP0125  NGVD 29 (??/??/92) 2312.996  (m)         7588.55   (f) ADJ UNCH    1 2
 KP0125
 KP0125.Superseded values are not recommended for survey control.
 KP0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0125.See file dsdata.txt to determine how the superseded data were derived.
 KP0125
 KP0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQE012088(NAD 83)
 KP0125_MARKER: DB = BENCH MARK DISK
 KP0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0125_STAMPING: A 62 1934
 KP0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0125+STABILITY: SURFACE MOTION
 KP0125
 KP0125  HISTORY     - Date     Condition        Report By
 KP0125  HISTORY     - 1934     MONUMENTED       CGS
 KP0125
 KP0125                          STATION DESCRIPTION
 KP0125
 KP0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0125'5.0 MI S FROM CHERRY CREEK.
 KP0125'ABOUT 5 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM CHERRY
 KP0125'CREEK, WHITE PINE COUNTY, THENCE ABOUT 10.9 MILES EAST ALONG STATE
 KP0125'HIGHWAY 2, AT SHELLBOURNE PASS, 40 FEET SOUTH OF THE CENTER LINE OF
 KP0125'THE HIGHWAY, AND 9 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED A 62
 KP0125'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0010 ***********************************************************************
 JP0010  DESIGNATION -  A 63
 JP0010  PID         -  JP0010
 JP0010  STATE/COUNTY-  NV/LINCOLN
 JP0010  USGS QUAD   -  BRISTOL RANGE SE (1970)
 JP0010
 JP0010                         *CURRENT SURVEY CONTROL
 JP0010  ___________________________________________________________________
 JP0010* NAD 83(1986)-  38 04 11.     (N)    114 33 58.     (W)     SCALED    
 JP0010* NAVD 88     -      1864.450  (meters)    6116.95   (feet)  ADJUSTED  
 JP0010  ___________________________________________________________________
 JP0010  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 JP0010  DYNAMIC HT  -        1862.357 (meters)    6110.08  (feet)  COMP
 JP0010  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 JP0010
 JP0010  VERT ORDER  -  SECOND    CLASS 0
 JP0010
 JP0010.The horizontal coordinates were scaled from a topographic map and have
 JP0010.an estimated accuracy of +/- 6 seconds.
 JP0010
 JP0010.The orthometric height was determined by differential leveling
 JP0010.and adjusted by the National Geodetic Survey in June 1991..
 JP0010.WARNING-Repeat measurements at this control monument indicate possible
 JP0010.vertical movement.
 JP0010
 JP0010.The geoid height was determined by GEOID03.
 JP0010
 JP0010.The dynamic height is computed by dividing the NAVD 88
 JP0010.geopotential number by the normal gravity value computed on the
 JP0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0010.degrees latitude (g = 980.6199 gals.).
 JP0010
 JP0010.The modeled gravity was interpolated from observed gravity values.
 JP0010
 JP0010;                    North         East    Units  Estimated Accuracy
 JP0010;SPC NV E     - 8,368,830.      289,250.      MT  (+/- 180 meters Scaled)
 JP0010
 JP0010                          SUPERSEDED SURVEY CONTROL
 JP0010
 JP0010  NGVD 29 (??/??/92) 1863.398  (m)         6113.50   (f) ADJ UNCH    2 0
 JP0010
 JP0010.Superseded values are not recommended for survey control.
 JP0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0010.See file dsdata.txt to determine how the superseded data were derived.
 JP0010
 JP0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC135163(NAD 83)
 JP0010_MARKER: DB = BENCH MARK DISK
 JP0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0010_SP_SET: CONCRETE POST
 JP0010_STAMPING: A 63 1934
 JP0010_MARK LOGO: CGS   
 JP0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0010+STABILITY: SURFACE MOTION
 JP0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0010+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1968
 JP0010
 JP0010  HISTORY     - Date     Condition        Report By
 JP0010  HISTORY     - 1934     MONUMENTED       CGS
 JP0010  HISTORY     - 19680223 GOOD             USGS
 JP0010
 JP0010                          STATION DESCRIPTION
 JP0010
 JP0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0010'11.3 MI N FROM PIOCHE.
 JP0010'11.3 MILES NORTH ALONG U. S. HIGHWAY 93 FROM PIOCHE, LINCOLN COUNTY,
 JP0010'50 YARDS SOUTH OF A 15-INCH IRON CULVERT, 65 FEET WEST OF THE
 JP0010'CENTERLINE OF THE HIGHWAY, AND 35 FEET EAST OF A POWERLINE POLE.  A
 JP0010'STANDARD DISK, STAMPED A 63 1934 AND SET IN THE TOP OF A CONCRETE
 JP0010'POST.
 JP0010
 JP0010                          STATION RECOVERY (1968)
 JP0010
 JP0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JP0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0034 ***********************************************************************
 JP0034  DESIGNATION -  A 64
 JP0034  PID         -  JP0034
 JP0034  STATE/COUNTY-  NV/WHITE PINE
 JP0034  USGS QUAD   -  MOUNT GRAFTON NE (1973)
 JP0034
 JP0034                         *CURRENT SURVEY CONTROL
 JP0034  ___________________________________________________________________
 JP0034* NAD 83(1986)-  38 43 34.     (N)    114 36 13.     (W)     SCALED    
 JP0034* NAVD 88     -      1843.879  (meters)    6049.46   (feet)  ADJUSTED  
 JP0034  ___________________________________________________________________
 JP0034  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 JP0034  DYNAMIC HT  -        1841.876 (meters)    6042.89  (feet)  COMP
 JP0034  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 JP0034
 JP0034  VERT ORDER  -  SECOND    CLASS 0
 JP0034
 JP0034.The horizontal coordinates were scaled from a topographic map and have
 JP0034.an estimated accuracy of +/- 6 seconds.
 JP0034
 JP0034.The orthometric height was determined by differential leveling
 JP0034.and adjusted by the National Geodetic Survey in June 1991..
 JP0034
 JP0034.The geoid height was determined by GEOID03.
 JP0034
 JP0034.The dynamic height is computed by dividing the NAVD 88
 JP0034.geopotential number by the normal gravity value computed on the
 JP0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0034.degrees latitude (g = 980.6199 gals.).
 JP0034
 JP0034.The modeled gravity was interpolated from observed gravity values.
 JP0034
 JP0034;                    North         East    Units  Estimated Accuracy
 JP0034;SPC NV E     - 8,441,650.      285,190.      MT  (+/- 180 meters Scaled)
 JP0034
 JP0034                          SUPERSEDED SURVEY CONTROL
 JP0034
 JP0034  NGVD 29 (??/??/92) 1842.651  (m)         6045.43   (f) ADJ UNCH    2 0
 JP0034
 JP0034.Superseded values are not recommended for survey control.
 JP0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0034.See file dsdata.txt to determine how the superseded data were derived.
 JP0034
 JP0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC083891(NAD 83)
 JP0034_MARKER: DB = BENCH MARK DISK
 JP0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0034_STAMPING: A 64 1934
 JP0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0034+STABILITY: SURFACE MOTION
 JP0034
 JP0034  HISTORY     - Date     Condition        Report By
 JP0034  HISTORY     - 1934     MONUMENTED       CGS
 JP0034  HISTORY     - 1973     GOOD             USGS
 JP0034
 JP0034                          STATION DESCRIPTION
 JP0034
 JP0034'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0034'23.4 MI S FROM MAJORS PLACE.
 JP0034'JUNCTION US HWYS 6, 50 AND 93, AT MAJORS PLACE.  23.4 MILES SOUTH
 JP0034'FROM.  120 FEET NORTH OF A T ROAD SOUTHEAST TO A WELL AND 63 FEET EAST
 JP0034'OF THE CENTERLINE OF US HWY 93, A STANDARD DISK STAMPED A 64 1934 AND
 JP0034'SET IN THE TOP OF A CONCRETE POST PROJECTING APPROX 1.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0157 ***********************************************************************
 MV0157  DESIGNATION -  A 65
 MV0157  PID         -  MV0157
 MV0157  STATE/COUNTY-  NV/WASHOE
 MV0157  USGS QUAD   -  PEGLEG CANYON (1980)
 MV0157
 MV0157                         *CURRENT SURVEY CONTROL
 MV0157  ___________________________________________________________________
 MV0157* NAD 83(1994)-  41 09 55.21271(N)    119 59 58.01206(W)     ADJUSTED  
 MV0157* NAVD 88     -      1380.688  (meters)    4529.81   (feet)  ADJUSTED  
 MV0157  ___________________________________________________________________
 MV0157  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 MV0157  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 MV0157  DYNAMIC HT  -        1379.638 (meters)    4526.36  (feet)  COMP
 MV0157  MODELED GRAV-     979,815.3   (mgal)                       NAVD 88
 MV0157
 MV0157  HORZ ORDER  -  SECOND
 MV0157  VERT ORDER  -  SECOND    CLASS 0
 MV0157
 MV0157.The horizontal coordinates were established by classical geodetic methods
 MV0157.and adjusted by the National Geodetic Survey in June 1998..
 MV0157
 MV0157.The orthometric height was determined by differential leveling
 MV0157.and adjusted by the National Geodetic Survey in June 1991..
 MV0157
 MV0157.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0157
 MV0157.The geoid height was determined by GEOID03.
 MV0157
 MV0157.The dynamic height is computed by dividing the NAVD 88
 MV0157.geopotential number by the normal gravity value computed on the
 MV0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0157.degrees latitude (g = 980.6199 gals.).
 MV0157
 MV0157.The modeled gravity was interpolated from observed gravity values.
 MV0157
 MV0157;                    North         East     Units Scale Factor Converg.
 MV0157;SPC NV W     - 4,712,972.094   681,163.420   MT  1.00007375   -0 55 56.1
 MV0157;SPC NV W     -15,462,475.95  2,234,783.65   sFT  1.00007375   -0 55 56.1
 MV0157;SPC CA 1     -   705,338.707 2,167,866.030   MT  0.99991121   +1 18 29.3
 MV0157;SPC CA 1     - 2,314,098.74  7,112,407.13   sFT  0.99991121   +1 18 29.3
 MV0157;UTM  11      - 4,561,449.050   248,357.721   MT  1.00037942   -1 58 31.3
 MV0157;UTM  10      - 4,561,452.246   751,734.946   MT  1.00037999   +1 58 34.0
 MV0157
 MV0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0157!SPC NV W     -   0.99978690  x   1.00007375  =   0.99986064
 MV0157!SPC CA 1     -   0.99978690  x   0.99991121  =   0.99969813
 MV0157!UTM  11      -   0.99978690  x   1.00037942  =   1.00016624
 MV0157!UTM  10      -   0.99978690  x   1.00037999  =   1.00016681
 MV0157
 MV0157                          SUPERSEDED SURVEY CONTROL
 MV0157
 MV0157  NAD 83(1992)-  41 09 55.21401(N)    119 59 58.01477(W) AD(       ) 2
 MV0157  NAD 83(1986)-  41 09 55.22178(N)    119 59 58.02125(W) AD(       ) 2
 MV0157  NAD 27      -  41 09 55.58100(N)    119 59 54.24000(W) AD(       ) 2
 MV0157  NGVD 29 (??/??/92) 1379.609  (m)         4526.27   (f) ADJ UNCH    2 0
 MV0157
 MV0157.Superseded values are not recommended for survey control.
 MV0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0157.See file dsdata.txt to determine how the superseded data were derived.
 MV0157
 MV0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF4835861449(NAD 83)
 MV0157_MARKER: DB = BENCH MARK DISK
 MV0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0157_STAMPING: A 181 1934
 MV0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0157+STABILITY: SURFACE MOTION
 MV0157
 MV0157  HISTORY     - Date     Condition        Report By
 MV0157  HISTORY     - 1934     MONUMENTED       CGS
 MV0157  HISTORY     - 1947     GOOD             CGS
 MV0157
 MV0157                          STATION DESCRIPTION
 MV0157
 MV0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0157'13.8 MI SE FROM EAGLEVILLE, CA.
 MV0157'IN WASHOE COUNTY, NEVADA, 13.8 MILES SOUTHEAST ALONG THE GERLACH ROAD
 MV0157'FROM THE GRAMMAR SCHOOL AT EAGLEVILLE, MODOC COUNTY, CALIFORNIA, 90
 MV0157'FEET EAST OF THE NEVADA-CALIFORNIA STATE LINE, AT THE JUNCTION OF A
 MV0157'ROAD LEADING NORTH, 39 FEET WEST OF THE ROAD TO THE NORTH, AND 30 FEET
 MV0157'NORTH OF THE CENTERLINE OF THE MAIN ROAD.  A STANDARD DISK, STAMPED A
 MV0157'181 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MV0157
 MV0157                          STATION RECOVERY (1947)
 MV0157
 MV0157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MV0157'SEE STATION BEAR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0185 ***********************************************************************
 MV0185  DESIGNATION -  A 66
 MV0185  PID         -  MV0185
 MV0185  STATE/COUNTY-  NV/WASHOE
 MV0185  USGS QUAD   -  MASSACRE CREEK (1980)
 MV0185
 MV0185                         *CURRENT SURVEY CONTROL
 MV0185  ___________________________________________________________________
 MV0185* NAD 83(1986)-  41 34 16.     (N)    119 36 42.     (W)     SCALED    
 MV0185* NAVD 88     -      1787.606  (meters)    5864.84   (feet)  ADJUSTED  
 MV0185  ___________________________________________________________________
 MV0185  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 MV0185  DYNAMIC HT  -        1786.217 (meters)    5860.28  (feet)  COMP
 MV0185  MODELED GRAV-     979,782.2   (mgal)                       NAVD 88
 MV0185
 MV0185  VERT ORDER  -  SECOND    CLASS 0
 MV0185
 MV0185.The horizontal coordinates were scaled from a topographic map and have
 MV0185.an estimated accuracy of +/- 6 seconds.
 MV0185
 MV0185.The orthometric height was determined by differential leveling
 MV0185.and adjusted by the National Geodetic Survey in June 1991..
 MV0185
 MV0185.The geoid height was determined by GEOID03.
 MV0185
 MV0185.The dynamic height is computed by dividing the NAVD 88
 MV0185.geopotential number by the normal gravity value computed on the
 MV0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0185.degrees latitude (g = 980.6199 gals.).
 MV0185
 MV0185.The modeled gravity was interpolated from observed gravity values.
 MV0185
 MV0185;                    North         East    Units  Estimated Accuracy
 MV0185;SPC NV W     - 4,757,580.      714,240.      MT  (+/- 180 meters Scaled)
 MV0185
 MV0185                          SUPERSEDED SURVEY CONTROL
 MV0185
 MV0185  NGVD 29 (??/??/92) 1786.376  (m)         5860.80   (f) ADJ UNCH    2 0
 MV0185
 MV0185.Superseded values are not recommended for survey control.
 MV0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0185.See file dsdata.txt to determine how the superseded data were derived.
 MV0185
 MV0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG822054(NAD 83)
 MV0185_MARKER: DB = BENCH MARK DISK
 MV0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0185_STAMPING: A 66 1934
 MV0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0185+STABILITY: SURFACE MOTION
 MV0185
 MV0185  HISTORY     - Date     Condition        Report By
 MV0185  HISTORY     - 1934     MONUMENTED       CGS
 MV0185  HISTORY     - 1974     MARK NOT FOUND   USGS
 MV0185
 MV0185                          STATION DESCRIPTION
 MV0185
 MV0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0185'2.3 MI SE FROM VYA.
 MV0185'2.3 MILES SOUTHEAST ALONG THE HIGH ROCK LAKE ROAD FROM THE JUNCTION OF
 MV0185'STATE HIGHWAY 8 A ABOUT 11.1 MILES EAST OF VYA, WASHOE COUNTY, NEAR
 MV0185'THE TOP OF A RIDGE, AND 18 FEET NORTHEAST OF THE CENTERLINE OF THE
 MV0185'ROAD.  A STANDARD DISK, STAMPED A 66 1934 AND SET IN THE TOP OF A
 MV0185'CONCRETE POST.  NOTE-- THIS BM APPEARS TO BE COVERED BY ROAD
 MV0185'IMPROVEMENTS.  MOST OF THE LANDMARKS USED IN THE DESCRIPTION NO LONGER
 MV0185'EXIST.  THE RECTANGULAR ROCK WAS FOUND AND THE DISTANCE MEASURED OUT.
 MV0185
 MV0185                          STATION RECOVERY (1974)
 MV0185
 MV0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MV0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0651 ***********************************************************************
 MT0651  DESIGNATION -  A 66
 MT0651  PID         -  MT0651
 MT0651  STATE/COUNTY-  NV/ELKO
 MT0651  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0651
 MT0651                         *CURRENT SURVEY CONTROL
 MT0651  ___________________________________________________________________
 MT0651* NAD 83(1986)-  41 59 26.     (N)    115 24 43.     (W)     SCALED    
 MT0651* NAVD 88     -      1636.632  (meters)    5369.52   (feet)  ADJUSTED  
 MT0651  ___________________________________________________________________
 MT0651  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 MT0651  DYNAMIC HT  -        1635.400 (meters)    5365.47  (feet)  COMP
 MT0651  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 MT0651
 MT0651  VERT ORDER  -  SECOND    CLASS 0
 MT0651
 MT0651.The horizontal coordinates were scaled from a topographic map and have
 MT0651.an estimated accuracy of +/- 6 seconds.
 MT0651
 MT0651.The orthometric height was determined by differential leveling
 MT0651.and adjusted by the National Geodetic Survey in June 1991..
 MT0651
 MT0651.The geoid height was determined by GEOID03.
 MT0651
 MT0651.The dynamic height is computed by dividing the NAVD 88
 MT0651.geopotential number by the normal gravity value computed on the
 MT0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0651.degrees latitude (g = 980.6199 gals.).
 MT0651
 MT0651.The modeled gravity was interpolated from observed gravity values.
 MT0651
 MT0651;                    North         East    Units  Estimated Accuracy
 MT0651;SPC NV E     - 8,803,660.      214,200.      MT  (+/- 180 meters Scaled)
 MT0651
 MT0651                          SUPERSEDED SURVEY CONTROL
 MT0651
 MT0651  NGVD 29 (??/??/92) 1635.448  (m)         5365.63   (f) ADJ UNCH    2 0
 MT0651
 MT0651.Superseded values are not recommended for survey control.
 MT0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0651.See file dsdata.txt to determine how the superseded data were derived.
 MT0651
 MT0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG315499(NAD 83)
 MT0651_MARKER: DB = BENCH MARK DISK
 MT0651_SETTING: 80 = SET IN A BOULDER
 MT0651_SP_SET: BOULDER
 MT0651_STAMPING: A 66 1934
 MT0651
 MT0651  HISTORY     - Date     Condition        Report By
 MT0651  HISTORY     - UNK      MONUMENTED
 MT0651  HISTORY     - 1951     GOOD             NGS
 MT0651
 MT0651                          STATION DESCRIPTION
 MT0651
 MT0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0651'8.8 MI N FROM JARBIDGE.
 MT0651'8.8 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE IN JARBIDGE,
 MT0651'0.55 MILES SOUTH OF THE IDAHO STATE LINE, AT THE NORTH END AND ON THE
 MT0651'OUTSIDE OF A CURVE, AT THE NORTH EDGE OF A PROMINENT TURNOUT, 65.7
 MT0651'FEET NORTH OF A LARGE SIGN READING WELCOME TO NEVADA, IN THE TOP OF A
 MT0651'BOULDER WHICH PROJECTS ABOUT 1 1/2 FEET, 31.2 FEET NORTHEAST OF A
 MT0651'PROMINENT LONE RECTANGULAR-SHAPED BOULDER IN THE TURNOUT, 14 FEET WEST
 MT0651'OF AND ABOUT LEVEL WITH THE ROAD.  NOTE-- THE BENCH MARK SETTER IN
 MT0651'1934 OBVIOUSLY ASSUMED THAT THE SIGN READING WELCOME TO NEVADA WAS THE
 MT0651'STATE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0097 ***********************************************************************
 MV0097  DESIGNATION -  A 67
 MV0097  PID         -  MV0097
 MV0097  STATE/COUNTY-  NV/HUMBOLDT
 MV0097  USGS QUAD   -  BIG SPRING BUTTE (1990)
 MV0097
 MV0097                         *CURRENT SURVEY CONTROL
 MV0097  ___________________________________________________________________
 MV0097* NAD 83(1986)-  41 53 46.     (N)    119 12 19.     (W)     SCALED    
 MV0097* NAVD 88     -      1709.740  (meters)    5609.37   (feet)  ADJUSTED  
 MV0097  ___________________________________________________________________
 MV0097  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 MV0097  DYNAMIC HT  -        1708.467 (meters)    5605.20  (feet)  COMP
 MV0097  MODELED GRAV-     979,817.6   (mgal)                       NAVD 88
 MV0097
 MV0097  VERT ORDER  -  FIRST     CLASS II
 MV0097
 MV0097.The horizontal coordinates were scaled from a topographic map and have
 MV0097.an estimated accuracy of +/- 6 seconds.
 MV0097
 MV0097.The orthometric height was determined by differential leveling
 MV0097.and adjusted by the National Geodetic Survey in June 1991..
 MV0097
 MV0097.The geoid height was determined by GEOID03.
 MV0097
 MV0097.The dynamic height is computed by dividing the NAVD 88
 MV0097.geopotential number by the normal gravity value computed on the
 MV0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0097.degrees latitude (g = 980.6199 gals.).
 MV0097
 MV0097.The modeled gravity was interpolated from observed gravity values.
 MV0097
 MV0097;                    North         East    Units  Estimated Accuracy
 MV0097;SPC NV W     - 4,793,350.      748,390.      MT  (+/- 180 meters Scaled)
 MV0097
 MV0097                          SUPERSEDED SURVEY CONTROL
 MV0097
 MV0097  NGVD 29 (??/??/92) 1708.515  (m)         5605.35   (f) ADJ UNCH    1 2
 MV0097
 MV0097.Superseded values are not recommended for survey control.
 MV0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0097.See file dsdata.txt to determine how the superseded data were derived.
 MV0097
 MV0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG170405(NAD 83)
 MV0097_MARKER: DB = BENCH MARK DISK
 MV0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0097_SP_SET: CONCRETE POST
 MV0097_STAMPING: A 67 1934
 MV0097_MARK LOGO: CGS   
 MV0097_MAGNETIC: N = NO MAGNETIC MATERIAL
 MV0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0097+STABILITY: SURFACE MOTION
 MV0097
 MV0097  HISTORY     - Date     Condition        Report By
 MV0097  HISTORY     - 1934     MONUMENTED       CGS
 MV0097  HISTORY     - 1964     GOOD             NGS
 MV0097  HISTORY     - 19880501 GOOD             USGS
 MV0097
 MV0097                          STATION DESCRIPTION
 MV0097
 MV0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MV0097'11.0 MI SW FROM THOUSAND CREEK RANCH.
 MV0097'3.0 MILES SOUTH OF DENIO, HUMBOLDT COUNTY, 36.1 MILES WEST ALONG STATE
 MV0097'HIGHWAY 8A, 1.0 MILES WEST OF THE CEDARVILLE JUNCTION, 30 FEET
 MV0097'NORTHWEST OF THE CENTERLINE OF HIGHWAY 8A.  A STANDARD DISK, STAMPED A
 MV0097'67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MV0097
 MV0097                          STATION RECOVERY (1988)
 MV0097
 MV0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 MV0097'3.0 MILES (4.8 KM) SOUTH OF DENIO ALONG STATE HIGHWAY 292 TO THE
 MV0097'JUNCTION WITH STATE HIGHWAY 140, THENCE WEST ALONG STATE HIGHWAY 140
 MV0097'35.0 MILES (56.3 KM) TO THE JUNCTION WITH CEDARVILLE ROAD, THENCE 1.0
 MV0097'MILE (1.6 KM) SOUTHWEST ALONG THE CEDARVILLE ROAD, 30 FEET (9.1 M)
 MV0097'NORTHWEST OF THE CENTERLINE OF THE ROAD, A STANDARD DISK SET IN THE
 MV0097'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0121 ***********************************************************************
 MV0121  DESIGNATION -  A 68
 MV0121  PID         -  MV0121
 MV0121  STATE/COUNTY-  NV/HUMBOLDT
 MV0121  USGS QUAD   -  SUMMIT LAKE (1990)
 MV0121
 MV0121                         *CURRENT SURVEY CONTROL
 MV0121  ___________________________________________________________________
 MV0121* NAD 83(1986)-  41 33 54.     (N)    119 01 06.     (W)     SCALED    
 MV0121* NAVD 88     -      1842.820  (meters)    6045.99   (feet)  ADJUSTED  
 MV0121  ___________________________________________________________________
 MV0121  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 MV0121  DYNAMIC HT  -        1841.332 (meters)    6041.10  (feet)  COMP
 MV0121  MODELED GRAV-     979,750.3   (mgal)                       NAVD 88
 MV0121
 MV0121  VERT ORDER  -  SECOND    CLASS 0
 MV0121
 MV0121.The horizontal coordinates were scaled from a topographic map and have
 MV0121.an estimated accuracy of +/- 6 seconds.
 MV0121
 MV0121.The orthometric height was determined by differential leveling
 MV0121.and adjusted by the National Geodetic Survey in June 1991..
 MV0121
 MV0121.The geoid height was determined by GEOID03.
 MV0121
 MV0121.The dynamic height is computed by dividing the NAVD 88
 MV0121.geopotential number by the normal gravity value computed on the
 MV0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0121.degrees latitude (g = 980.6199 gals.).
 MV0121
 MV0121.The modeled gravity was interpolated from observed gravity values.
 MV0121
 MV0121;                    North         East    Units  Estimated Accuracy
 MV0121;SPC NV W     - 4,756,480.      763,720.      MT  (+/- 180 meters Scaled)
 MV0121
 MV0121                          SUPERSEDED SURVEY CONTROL
 MV0121
 MV0121  NGVD 29 (??/??/92) 1841.602  (m)         6041.99   (f) ADJ UNCH    2 0
 MV0121
 MV0121.Superseded values are not recommended for survey control.
 MV0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0121.See file dsdata.txt to determine how the superseded data were derived.
 MV0121
 MV0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG317034(NAD 83)
 MV0121_MARKER: DB = BENCH MARK DISK
 MV0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0121_STAMPING: A 68 1934
 MV0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0121+STABILITY: SURFACE MOTION
 MV0121
 MV0121  HISTORY     - Date     Condition        Report By
 MV0121  HISTORY     - 1934     MONUMENTED       CGS
 MV0121
 MV0121                          STATION DESCRIPTION
 MV0121
 MV0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0121'15.7 MI NE FROM SOLDIER MEADOWS RANCH.
 MV0121'15.7 MILES NORTHEAST ALONG THE ROAD LEADING TO SUMMIT LAKE AND DENIO,
 MV0121'OREGON, FROM THE RANCHHOUSE AT SOLDIER MEADOWS RANCH, HUMBOLDT COUNTY,
 MV0121'AND 30 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 MV0121'STAMPED A 68 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0375 ***********************************************************************
 LS0375  DESIGNATION -  A 69
 LS0375  PID         -  LS0375
 LS0375  STATE/COUNTY-  NV/WASHOE
 LS0375  USGS QUAD   -  GODEYS ROCK (1990)
 LS0375
 LS0375                         *CURRENT SURVEY CONTROL
 LS0375  ___________________________________________________________________
 LS0375* NAD 83(1986)-  40 42 17.     (N)    119 25 54.     (W)     SCALED    
 LS0375* NAVD 88     -      1203.670  (meters)    3949.04   (feet)  ADJUSTED  
 LS0375  ___________________________________________________________________
 LS0375  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 LS0375  DYNAMIC HT  -        1202.751 (meters)    3946.03  (feet)  COMP
 LS0375  MODELED GRAV-     979,820.3   (mgal)                       NAVD 88
 LS0375
 LS0375  VERT ORDER  -  SECOND    CLASS 0
 LS0375
 LS0375.The horizontal coordinates were scaled from a topographic map and have
 LS0375.an estimated accuracy of +/- 6 seconds.
 LS0375
 LS0375.The orthometric height was determined by differential leveling
 LS0375.and adjusted by the National Geodetic Survey in June 1991..
 LS0375
 LS0375.The geoid height was determined by GEOID03.
 LS0375
 LS0375.The dynamic height is computed by dividing the NAVD 88
 LS0375.geopotential number by the normal gravity value computed on the
 LS0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0375.degrees latitude (g = 980.6199 gals.).
 LS0375
 LS0375.The modeled gravity was interpolated from observed gravity values.
 LS0375
 LS0375;                    North         East    Units  Estimated Accuracy
 LS0375;SPC NV W     - 4,661,200.      728,320.      MT  (+/- 180 meters Scaled)
 LS0375
 LS0375                          SUPERSEDED SURVEY CONTROL
 LS0375
 LS0375  NGVD 29 (??/??/92) 1202.663  (m)         3945.74   (f) ADJ UNCH    2 0
 LS0375
 LS0375.Superseded values are not recommended for survey control.
 LS0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0375.See file dsdata.txt to determine how the superseded data were derived.
 LS0375
 LS0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF945088(NAD 83)
 LS0375_MARKER: DB = BENCH MARK DISK
 LS0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0375_STAMPING: A 69 1934
 LS0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0375+STABILITY: SURFACE MOTION
 LS0375
 LS0375  HISTORY     - Date     Condition        Report By
 LS0375  HISTORY     - 1934     MONUMENTED       CGS
 LS0375  HISTORY     - 1941     GOOD             NGS
 LS0375
 LS0375                          STATION DESCRIPTION
 LS0375
 LS0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0375'5.9 MI NW FROM GERLACH.
 LS0375'5.9 MILES NORTHWEST OF GERLACH W.P. RR. STATION 42 FEET SOUTHWEST OF
 LS0375'CENTERLINE OF ROAD FROM EAGLEVILLE TO GERLACH.
 LS0375
 LS0375                          STATION RECOVERY (1941)
 LS0375
 LS0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LS0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0129 ***********************************************************************
 MV0129  DESIGNATION -  A 70
 MV0129  PID         -  MV0129
 MV0129  STATE/COUNTY-  NV/HUMBOLDT
 MV0129  USGS QUAD   -  WAGNER SPRINGS (1980)
 MV0129
 MV0129                         *CURRENT SURVEY CONTROL
 MV0129  ___________________________________________________________________
 MV0129* NAD 83(1986)-  41 11 14.     (N)    119 08 42.     (W)     SCALED    
 MV0129* NAVD 88     -      1250.884  (meters)    4103.94   (feet)  ADJUSTED  
 MV0129  ___________________________________________________________________
 MV0129  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 MV0129  DYNAMIC HT  -        1249.974 (meters)    4100.96  (feet)  COMP
 MV0129  MODELED GRAV-     979,853.1   (mgal)                       NAVD 88
 MV0129
 MV0129  VERT ORDER  -  SECOND    CLASS 0
 MV0129
 MV0129.The horizontal coordinates were scaled from a topographic map and have
 MV0129.an estimated accuracy of +/- 6 seconds.
 MV0129
 MV0129.The orthometric height was determined by differential leveling
 MV0129.and adjusted by the National Geodetic Survey in June 1991..
 MV0129
 MV0129.The geoid height was determined by GEOID03.
 MV0129
 MV0129.The dynamic height is computed by dividing the NAVD 88
 MV0129.geopotential number by the normal gravity value computed on the
 MV0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0129.degrees latitude (g = 980.6199 gals.).
 MV0129
 MV0129.The modeled gravity was interpolated from observed gravity values.
 MV0129
 MV0129;                    North         East    Units  Estimated Accuracy
 MV0129;SPC NV W     - 4,714,590.      752,880.      MT  (+/- 180 meters Scaled)
 MV0129
 MV0129                          SUPERSEDED SURVEY CONTROL
 MV0129
 MV0129  NGVD 29 (??/??/92) 1249.845  (m)         4100.53   (f) ADJ UNCH    2 0
 MV0129
 MV0129.Superseded values are not recommended for survey control.
 MV0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0129.See file dsdata.txt to determine how the superseded data were derived.
 MV0129
 MV0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF201617(NAD 83)
 MV0129_MARKER: DB = BENCH MARK DISK
 MV0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0129_STAMPING: A 70 1934
 MV0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0129+STABILITY: SURFACE MOTION
 MV0129
 MV0129  HISTORY     - Date     Condition        Report By
 MV0129  HISTORY     - 1934     MONUMENTED       CGS
 MV0129  HISTORY     - 1975     GOOD             NGS
 MV0129
 MV0129                          STATION DESCRIPTION
 MV0129
 MV0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 MV0129'15.7 MI SW FROM SOLDIERS MEADOWS RANCH.
 MV0129'SOLDIERS MEADOWS RANCH HOUSE, 15.7 MI SW. OF, ALONG THE RD. LEADING TO
 MV0129'GERLACH.  430 FT. W. OF THE PRESENT RD. ALIGNMENT.  IN CONCRETE POST.
 MV0129'STANDARD TABLET STAMPED A 70 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0429 ***********************************************************************
 LS0429  DESIGNATION -  A 71
 LS0429  PID         -  LS0429
 LS0429  STATE/COUNTY-  NV/WASHOE
 LS0429  USGS QUAD   -  REYNARD (1990)
 LS0429
 LS0429                         *CURRENT SURVEY CONTROL
 LS0429  ___________________________________________________________________
 LS0429* NAD 83(1986)-  40 26 51.     (N)    119 40 02.     (W)     SCALED    
 LS0429* NAVD 88     -      1182.578  (meters)    3879.84   (feet)  POSTED    
 LS0429  ___________________________________________________________________
 LS0429  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 LS0429  DYNAMIC HT  -        1181.670 (meters)    3876.86  (feet)  COMP
 LS0429  MODELED GRAV-     979,815.4   (mgal)                       NAVD 88
 LS0429
 LS0429  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LS0429
 LS0429.The horizontal coordinates were scaled from a topographic map and have
 LS0429.an estimated accuracy of +/- 6 seconds.
 LS0429
 LS0429.The orthometric height was determined by differential leveling
 LS0429.and adjusted by the National Geodetic Survey in 1992..
 LS0429.No vertical observational check was made to the station.
 LS0429.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LS0429.was located on a no-check spur therefore a value was not computed.
 LS0429
 LS0429.The geoid height was determined by GEOID03.
 LS0429
 LS0429.The dynamic height is computed by dividing the NAVD 88
 LS0429.geopotential number by the normal gravity value computed on the
 LS0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0429.degrees latitude (g = 980.6199 gals.).
 LS0429
 LS0429.The modeled gravity was interpolated from observed gravity values.
 LS0429
 LS0429;                    North         East    Units  Estimated Accuracy
 LS0429;SPC NV W     - 4,632,860.      708,060.      MT  (+/- 180 meters Scaled)
 LS0429
 LS0429                          SUPERSEDED SURVEY CONTROL
 LS0429
 LS0429  NGVD 29 (??/??/92) 1181.592  (m)         3876.61   (f) ADJ UNCH    2 0
 LS0429
 LS0429.Superseded values are not recommended for survey control.
 LS0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0429.See file dsdata.txt to determine how the superseded data were derived.
 LS0429
 LS0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE738808(NAD 83)
 LS0429_MARKER: DB = BENCH MARK DISK
 LS0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0429_STAMPING: A 71 1934
 LS0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0429+STABILITY: SURFACE MOTION
 LS0429
 LS0429  HISTORY     - Date     Condition        Report By
 LS0429  HISTORY     - 1934     MONUMENTED       CGS
 LS0429  HISTORY     - 1968     GOOD             NGS
 LS0429
 LS0429                          STATION DESCRIPTION
 LS0429
 LS0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0429'IN FOURTWELVE.
 LS0429'AT FOURTWELVE, WASHOE COUNTY, ON THE WESTERN PACIFIC RAILROAD, 12
 LS0429'POLES WEST ACROSS THE TRACK FROM MILEPOST 413, 21 FEET SOUTHWEST OF
 LS0429'THE RAILWAY WATER TANK, AND 57 FEET SOUTH OF THE SOUTH RAIL OF THE
 LS0429'MAIN TRACK.  A STANDARD DISK, STAMPED A 71 1934 AND SET IN THE TOP OF
 LS0429'A CONCRETE POST.
 LS0429
 LS0429                          STATION RECOVERY (1968)
 LS0429
 LS0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LS0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0393 ***********************************************************************
 LS0393  DESIGNATION -  A 72
 LS0393  PID         -  LS0393
 LS0393  STATE/COUNTY-  NV/PERSHING
 LS0393  USGS QUAD   -  TREGO HOT SPRINGS (1980)
 LS0393
 LS0393                         *CURRENT SURVEY CONTROL
 LS0393  ___________________________________________________________________
 LS0393* NAD 83(1986)-  40 47 40.     (N)    119 03 34.     (W)     SCALED    
 LS0393* NAVD 88     -      1200.559  (meters)    3938.83   (feet)  ADJUSTED  
 LS0393  ___________________________________________________________________
 LS0393  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 LS0393  DYNAMIC HT  -        1199.684 (meters)    3935.96  (feet)  COMP
 LS0393  MODELED GRAV-     979,854.4   (mgal)                       NAVD 88
 LS0393
 LS0393  VERT ORDER  -  SECOND    CLASS 0
 LS0393
 LS0393.The horizontal coordinates were scaled from a topographic map and have
 LS0393.an estimated accuracy of +/- 6 seconds.
 LS0393
 LS0393.The orthometric height was determined by differential leveling
 LS0393.and adjusted by the National Geodetic Survey in June 1991..
 LS0393
 LS0393.The geoid height was determined by GEOID03.
 LS0393
 LS0393.The dynamic height is computed by dividing the NAVD 88
 LS0393.geopotential number by the normal gravity value computed on the
 LS0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0393.degrees latitude (g = 980.6199 gals.).
 LS0393
 LS0393.The modeled gravity was interpolated from observed gravity values.
 LS0393
 LS0393;                    North         East    Units  Estimated Accuracy
 LS0393;SPC NV W     - 4,670,930.      759,820.      MT  (+/- 180 meters Scaled)
 LS0393
 LS0393                          SUPERSEDED SURVEY CONTROL
 LS0393
 LS0393  NGVD 29 (??/??/92) 1199.589  (m)         3935.65   (f) ADJ UNCH    2 0
 LS0393
 LS0393.Superseded values are not recommended for survey control.
 LS0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0393.See file dsdata.txt to determine how the superseded data were derived.
 LS0393
 LS0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF262179(NAD 83)
 LS0393_MARKER: DB = BENCH MARK DISK
 LS0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0393_STAMPING: A-72 1934
 LS0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0393+STABILITY: SURFACE MOTION
 LS0393
 LS0393  HISTORY     - Date     Condition        Report By
 LS0393  HISTORY     - 1934     MONUMENTED       CGS
 LS0393  HISTORY     - 1975     GOOD             USGS
 LS0393
 LS0393                          STATION DESCRIPTION
 LS0393
 LS0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0393'5.0 MI E FROM TREGO.
 LS0393'5.0 MILES EAST OF TREGO RAILWAY STATION 50 FEET NORTH OF NEARESTRAIL
 LS0393'OF WESTERN PACIFIC RAILROAD TRACK.  33 FEET EAST OF THIRTEENTH POLE
 LS0393'WEST OF MILEPOLE 457.
 LS0393
 LS0393                          STATION RECOVERY (1975)
 LS0393
 LS0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LS0393'5.0 MI. EAST ALONG THE WESTERN PACIFIC R.R. FROM THE STA. AT TREGO,
 LS0393'PERSHING COUNTY, 33 FT. EAST OF THE THIRTEENTH POLE WEST OF MILEPOST
 LS0393'457, 42 FT. NORTH OF THE NEAREST RAIL. SET IN THE TOP OF A CONC.
 LS0393'POST. STANDARD DISK STAMPED A 72 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0346 ***********************************************************************
 LS0346  DESIGNATION -  A 73
 LS0346  PID         -  LS0346
 LS0346  STATE/COUNTY-  NV/HUMBOLDT
 LS0346  USGS QUAD   -  SULPHUR (1981)
 LS0346
 LS0346                         *CURRENT SURVEY CONTROL
 LS0346  ___________________________________________________________________
 LS0346* NAD 83(1986)-  40 52 25.     (N)    118 44 13.     (W)     SCALED    
 LS0346* NAVD 88     -      1232.079  (meters)    4042.25   (feet)  ADJUSTED  
 LS0346  ___________________________________________________________________
 LS0346  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 LS0346  DYNAMIC HT  -        1231.176 (meters)    4039.28  (feet)  COMP
 LS0346  MODELED GRAV-     979,848.6   (mgal)                       NAVD 88
 LS0346
 LS0346  VERT ORDER  -  SECOND    CLASS 0
 LS0346
 LS0346.The horizontal coordinates were scaled from a topographic map and have
 LS0346.an estimated accuracy of +/- 6 seconds.
 LS0346
 LS0346.The orthometric height was determined by differential leveling
 LS0346.and adjusted by the National Geodetic Survey in June 1991..
 LS0346
 LS0346.The geoid height was determined by GEOID03.
 LS0346
 LS0346.The dynamic height is computed by dividing the NAVD 88
 LS0346.geopotential number by the normal gravity value computed on the
 LS0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0346.degrees latitude (g = 980.6199 gals.).
 LS0346
 LS0346.The modeled gravity was interpolated from observed gravity values.
 LS0346
 LS0346;                    North         East    Units  Estimated Accuracy
 LS0346;SPC NV W     - 4,679,620.      787,050.      MT  (+/- 180 meters Scaled)
 LS0346
 LS0346                          SUPERSEDED SURVEY CONTROL
 LS0346
 LS0346  NGVD 29 (??/??/92) 1231.079  (m)         4038.97   (f) ADJ UNCH    2 0
 LS0346
 LS0346.Superseded values are not recommended for survey control.
 LS0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0346.See file dsdata.txt to determine how the superseded data were derived.
 LS0346
 LS0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF536261(NAD 83)
 LS0346_MARKER: DB = BENCH MARK DISK
 LS0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0346_STAMPING: A 73 1934
 LS0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0346+STABILITY: SURFACE MOTION
 LS0346
 LS0346  HISTORY     - Date     Condition        Report By
 LS0346  HISTORY     - 1934     MONUMENTED       CGS
 LS0346  HISTORY     - 1969     GOOD             NGS
 LS0346
 LS0346                          STATION DESCRIPTION
 LS0346
 LS0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0346'IN SULPHUR.
 LS0346'AT SULPHUR, HUMBOLDT COUNTY, ON THE WESTERN PACIFIC RAILROAD, 198 FEET
 LS0346'EAST OF THE STATION, 72 FEET WEST OF THE CROSSING OF THE ROAD LEADING
 LS0346'TO WINNEMUCCA, AND 60 FEET SOUTH OF THE NEAREST RAIL OF THE MAIN
 LS0346'TRACK.  A STANDARD DISK, STAMPED A 73 1934 AND SET IN THE TOP OF A
 LS0346'CONCRETE POST.
 LS0346
 LS0346                          STATION RECOVERY (1969)
 LS0346
 LS0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LS0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0306 ***********************************************************************
 LS0306  DESIGNATION -  A 74
 LS0306  PID         -  LS0306
 LS0306  STATE/COUNTY-  NV/PERSHING
 LS0306  USGS QUAD   -  TRINITY PASS (1981)
 LS0306
 LS0306                         *CURRENT SURVEY CONTROL
 LS0306  ___________________________________________________________________
 LS0306* NAD 83(1986)-  40 18 20.     (N)    118 39 14.     (W)     SCALED    
 LS0306* NAVD 88     -      1592.598  (meters)    5225.05   (feet)  ADJUSTED  
 LS0306  ___________________________________________________________________
 LS0306  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 LS0306  DYNAMIC HT  -        1591.238 (meters)    5220.59  (feet)  COMP
 LS0306  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 LS0306
 LS0306  VERT ORDER  -  SECOND    CLASS 0
 LS0306
 LS0306.The horizontal coordinates were scaled from a topographic map and have
 LS0306.an estimated accuracy of +/- 6 seconds.
 LS0306
 LS0306.The orthometric height was determined by differential leveling
 LS0306.and adjusted by the National Geodetic Survey in June 1991..
 LS0306
 LS0306.The geoid height was determined by GEOID03.
 LS0306
 LS0306.The dynamic height is computed by dividing the NAVD 88
 LS0306.geopotential number by the normal gravity value computed on the
 LS0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0306.degrees latitude (g = 980.6199 gals.).
 LS0306
 LS0306.The modeled gravity was interpolated from observed gravity values.
 LS0306
 LS0306;                    North         East    Units  Estimated Accuracy
 LS0306;SPC NV W     - 4,616,540.      794,000.      MT  (+/- 180 meters Scaled)
 LS0306
 LS0306                          SUPERSEDED SURVEY CONTROL
 LS0306
 LS0306  NGVD 29 (??/??/92) 1591.552  (m)         5221.62   (f) ADJ UNCH    2 0
 LS0306
 LS0306.Superseded values are not recommended for survey control.
 LS0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0306.See file dsdata.txt to determine how the superseded data were derived.
 LS0306
 LS0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE594629(NAD 83)
 LS0306_MARKER: DB = BENCH MARK DISK
 LS0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0306_STAMPING: A 74 1934
 LS0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0306+STABILITY: SURFACE MOTION
 LS0306
 LS0306  HISTORY     - Date     Condition        Report By
 LS0306  HISTORY     - 1934     MONUMENTED       CGS
 LS0306  HISTORY     - 20020730 POOR             NVGS
 LS0306
 LS0306                          STATION DESCRIPTION
 LS0306
 LS0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0306'14.2 MI NW FROM LOVELOCK.
 LS0306'14.2 MILES NORTHWEST ALONG THE SULPHUR ROAD FROM THE COURTHOUSE AT
 LS0306'LOVELOCK, PERSHING COUNTY, 36 FEET NORTH OF THE CENTERLINE OF THE
 LS0306'ROAD, AND 30 FEET SOUTH OF AN OLD ROADBED.  A STANDARD DISK, STAMPED A
 LS0306'74 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LS0306
 LS0306                          STATION RECOVERY (2002)
 LS0306
 LS0306'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 LS0306'TOP OF CONCRETE IS ALMOST COMPLETELY CRUMBLED INSIDE STOVEPIPE FORM,
 LS0306'BUT DISC STILL APPEARS TO BE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0119 ***********************************************************************
 MU0119  DESIGNATION -  A 76
 MU0119  PID         -  MU0119
 MU0119  STATE/COUNTY-  NV/ELKO
 MU0119  USGS QUAD   -  SQUAW VALLEY RANCH (1965)
 MU0119
 MU0119                         *CURRENT SURVEY CONTROL
 MU0119  ___________________________________________________________________
 MU0119* NAD 83(1986)-  41 12 40.     (N)    116 41 06.     (W)     SCALED    
 MU0119* NAVD 88     -      1576.962  (meters)    5173.75   (feet)  POSTED    
 MU0119  ___________________________________________________________________
 MU0119  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 MU0119  DYNAMIC HT  -        1575.720 (meters)    5169.67  (feet)  COMP
 MU0119  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 MU0119
 MU0119  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0119
 MU0119.The horizontal coordinates were scaled from a topographic map and have
 MU0119.an estimated accuracy of +/- 6 seconds.
 MU0119
 MU0119.The orthometric height was determined by differential leveling
 MU0119.and adjusted by the National Geodetic Survey in 1992..
 MU0119.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0119.rate of 0.0 thru 1.0 mm/km.
 MU0119
 MU0119.The geoid height was determined by GEOID03.
 MU0119
 MU0119.The dynamic height is computed by dividing the NAVD 88
 MU0119.geopotential number by the normal gravity value computed on the
 MU0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0119.degrees latitude (g = 980.6199 gals.).
 MU0119
 MU0119.The modeled gravity was interpolated from observed gravity values.
 MU0119
 MU0119;                    North         East    Units  Estimated Accuracy
 MU0119;SPC NV E     - 8,717,670.      107,620.      MT  (+/- 180 meters Scaled)
 MU0119
 MU0119                          SUPERSEDED SURVEY CONTROL
 MU0119
 MU0119  NGVD 29 (??/??/92) 1575.896  (m)         5170.25   (f) ADJ UNCH    2 0
 MU0119
 MU0119.Superseded values are not recommended for survey control.
 MU0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0119.See file dsdata.txt to determine how the superseded data were derived.
 MU0119
 MU0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF264622(NAD 83)
 MU0119_MARKER: DB = BENCH MARK DISK
 MU0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0119_STAMPING: A-76 1934
 MU0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0119+STABILITY: SURFACE MOTION
 MU0119
 MU0119  HISTORY     - Date     Condition        Report By
 MU0119  HISTORY     - 1934     MONUMENTED       CGS
 MU0119  HISTORY     - 1964     MARK NOT FOUND   USGS
 MU0119
 MU0119                          STATION DESCRIPTION
 MU0119
 MU0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0119'8.3 MI NE FROM MIDAS.
 MU0119'8.3 MILES NORTHEAST OF MIDAS POST OFFICE 150 FEET SOUTHWEST OF WHERE
 MU0119'ROAD CROSSES ROCK CREEK.  38 FEET SOUTHEAST OF CENTER LINE OF ROAD
 MU0119'FROM MIDAS TO TUSCARORA.
 MU0119
 MU0119                          STATION RECOVERY (1964)
 MU0119
 MU0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MU0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0048 ***********************************************************************
 LR0048  DESIGNATION -  A 77
 LR0048  PID         -  LR0048
 LR0048  STATE/COUNTY-  NV/EUREKA
 LR0048  USGS QUAD   -  PALISADE (1985)
 LR0048
 LR0048                         *CURRENT SURVEY CONTROL
 LR0048  ___________________________________________________________________
 LR0048* NAD 83(1986)-  40 35 11.     (N)    116 09 14.     (W)     SCALED    
 LR0048* NAVD 88     -      1500.991  (meters)    4924.50   (feet)  ADJUSTED  
 LR0048  ___________________________________________________________________
 LR0048  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 LR0048  DYNAMIC HT  -        1499.746 (meters)    4920.42  (feet)  COMP
 LR0048  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 LR0048
 LR0048  VERT ORDER  -  SECOND    CLASS 0
 LR0048
 LR0048.The horizontal coordinates were scaled from a topographic map and have
 LR0048.an estimated accuracy of +/- 6 seconds.
 LR0048
 LR0048.The orthometric height was determined by differential leveling
 LR0048.and adjusted by the National Geodetic Survey in June 1991..
 LR0048
 LR0048.The geoid height was determined by GEOID03.
 LR0048
 LR0048.The dynamic height is computed by dividing the NAVD 88
 LR0048.geopotential number by the normal gravity value computed on the
 LR0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0048.degrees latitude (g = 980.6199 gals.).
 LR0048
 LR0048.The modeled gravity was interpolated from observed gravity values.
 LR0048
 LR0048;                    North         East    Units  Estimated Accuracy
 LR0048;SPC NV E     - 8,647,880.      151,700.      MT  (+/- 180 meters Scaled)
 LR0048
 LR0048                          SUPERSEDED SURVEY CONTROL
 LR0048
 LR0048  NGVD 29 (??/??/92) 1499.909  (m)         4920.95   (f) ADJ UNCH    2 0
 LR0048
 LR0048.Superseded values are not recommended for survey control.
 LR0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0048.See file dsdata.txt to determine how the superseded data were derived.
 LR0048
 LR0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE716931(NAD 83)
 LR0048_MARKER: DB = BENCH MARK DISK
 LR0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0048_STAMPING: A-77 1934
 LR0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0048+STABILITY: SURFACE MOTION
 LR0048
 LR0048  HISTORY     - Date     Condition        Report By
 LR0048  HISTORY     - 1934     MONUMENTED       CGS
 LR0048  HISTORY     - 1951     MARK NOT FOUND   USGS
 LR0048  HISTORY     - 1983     MARK NOT FOUND   USGS
 LR0048
 LR0048                          STATION DESCRIPTION
 LR0048
 LR0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0048'3.4 MI S FROM PALISADE.
 LR0048'3.4 MILES SOUTH OF PALISADE.  135 FEET SOUTHWEST OF CENTER LINE OF
 LR0048'ROAD FROM PALISADE TO EUREKA.  24 FEET NORTHEAST OF NEAREST RAIL OF
 LR0048'EUREKA NEVADA RAILROAD TRACK, OUTSIDE OF FENCE LINE WHERE TRACK ENTERS
 LR0048'FIELD.
 LR0048
 LR0048                          STATION RECOVERY (1951)
 LR0048
 LR0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 LR0048'MARK NOT FOUND.
 LR0048
 LR0048                          STATION RECOVERY (1983)
 LR0048
 LR0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0034 ***********************************************************************
 KQ0034  DESIGNATION -  A 78
 KQ0034  PID         -  KQ0034
 KQ0034  STATE/COUNTY-  NV/EUREKA
 KQ0034  USGS QUAD   -  WHISTLER MTN (1986)
 KQ0034
 KQ0034                         *CURRENT SURVEY CONTROL
 KQ0034  ___________________________________________________________________
 KQ0034* NAD 83(1986)-  39 37 57.     (N)    116 01 00.     (W)     SCALED    
 KQ0034* NAVD 88     -      1809.236  (meters)    5935.80   (feet)  ADJUSTED  
 KQ0034  ___________________________________________________________________
 KQ0034  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 KQ0034  DYNAMIC HT  -        1807.463 (meters)    5929.98  (feet)  COMP
 KQ0034  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 KQ0034
 KQ0034  VERT ORDER  -  SECOND    CLASS 0
 KQ0034
 KQ0034.The horizontal coordinates were scaled from a topographic map and have
 KQ0034.an estimated accuracy of +/- 6 seconds.
 KQ0034
 KQ0034.The orthometric height was determined by differential leveling
 KQ0034.and adjusted by the National Geodetic Survey in June 1991..
 KQ0034
 KQ0034.The geoid height was determined by GEOID03.
 KQ0034
 KQ0034.The dynamic height is computed by dividing the NAVD 88
 KQ0034.geopotential number by the normal gravity value computed on the
 KQ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0034.degrees latitude (g = 980.6199 gals.).
 KQ0034
 KQ0034.The modeled gravity was interpolated from observed gravity values.
 KQ0034
 KQ0034;                    North         East    Units  Estimated Accuracy
 KQ0034;SPC NV E     - 8,541,900.      162,800.      MT  (+/- 180 meters Scaled)
 KQ0034
 KQ0034                          SUPERSEDED SURVEY CONTROL
 KQ0034
 KQ0034  NGVD 29 (??/??/92) 1808.010  (m)         5931.78   (f) ADJ UNCH    2 0
 KQ0034
 KQ0034.Superseded values are not recommended for survey control.
 KQ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0034.See file dsdata.txt to determine how the superseded data were derived.
 KQ0034
 KQ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND843874(NAD 83)
 KQ0034_MARKER: DB = BENCH MARK DISK
 KQ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0034_STAMPING: A-78 1934
 KQ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0034+STABILITY: SURFACE MOTION
 KQ0034
 KQ0034  HISTORY     - Date     Condition        Report By
 KQ0034  HISTORY     - 1934     MONUMENTED       CGS
 KQ0034
 KQ0034                          STATION DESCRIPTION
 KQ0034
 KQ0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KQ0034'9.0 MI N FROM EUREKA.
 KQ0034'9.0 MILES NORTH OF EUREKA POST OFFICE 48 FEET NORTH OF NORTH END OF
 KQ0034'SMALL CUT, 45 FEET WEST OF OLD ROAD BED, 25 FEET EAST OF EUREKA NEVADA
 KQ0034'RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0095 ***********************************************************************
 KQ0095  DESIGNATION -  A 79
 KQ0095  PID         -  KQ0095
 KQ0095  STATE/COUNTY-  NV/LANDER
 KQ0095  USGS QUAD   -  AUSTIN (1988)
 KQ0095
 KQ0095                         *CURRENT SURVEY CONTROL
 KQ0095  ___________________________________________________________________
 KQ0095* NAD 83(1986)-  39 28 38.     (N)    117 00 27.     (W)     SCALED    
 KQ0095* NAVD 88     -      2107.143  (meters)    6913.19   (feet)  ADJUSTED  
 KQ0095  ___________________________________________________________________
 KQ0095  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 KQ0095  DYNAMIC HT  -        2104.913 (meters)    6905.87  (feet)  COMP
 KQ0095  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 KQ0095
 KQ0095  VERT ORDER  -  FIRST     CLASS II
 KQ0095
 KQ0095.The horizontal coordinates were scaled from a topographic map and have
 KQ0095.an estimated accuracy of +/- 6 seconds.
 KQ0095
 KQ0095.The orthometric height was determined by differential leveling
 KQ0095.and adjusted by the National Geodetic Survey in June 1991..
 KQ0095
 KQ0095.The geoid height was determined by GEOID03.
 KQ0095
 KQ0095.The dynamic height is computed by dividing the NAVD 88
 KQ0095.geopotential number by the normal gravity value computed on the
 KQ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0095.degrees latitude (g = 980.6199 gals.).
 KQ0095
 KQ0095.The modeled gravity was interpolated from observed gravity values.
 KQ0095
 KQ0095;                    North         East    Units  Estimated Accuracy
 KQ0095;SPC NV C     - 6,524,630.      470,680.      MT  (+/- 180 meters Scaled)
 KQ0095
 KQ0095                          SUPERSEDED SURVEY CONTROL
 KQ0095
 KQ0095  NGVD 29 (??/??/92) 2105.816  (m)         6908.83   (f) ADJ UNCH    1 2
 KQ0095
 KQ0095.Superseded values are not recommended for survey control.
 KQ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0095.See file dsdata.txt to determine how the superseded data were derived.
 KQ0095
 KQ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD993697(NAD 83)
 KQ0095_MARKER: DB = BENCH MARK DISK
 KQ0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0095_STAMPING: A 79 1934
 KQ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0095+STABILITY: SURFACE MOTION
 KQ0095
 KQ0095  HISTORY     - Date     Condition        Report By
 KQ0095  HISTORY     - 1934     MONUMENTED       CGS
 KQ0095  HISTORY     - 1955     GOOD             NGS
 KQ0095  HISTORY     - 1985     GOOD             NGS
 KQ0095
 KQ0095                          STATION DESCRIPTION
 KQ0095
 KQ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0095'4.9 MI SE FROM AUSTIN.
 KQ0095'4.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0095'OF AUSTIN, 0.45 MILE NORTHWEST OF THE JUNCTION OF GRASS VALLEY ROAD,
 KQ0095'AT Y JUNCTION OF A GRAVEL ROAD LEADING EAST (FORMERLY STATE HIGHWAY
 KQ0095'21) 92 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 26 FEET NORTH OF
 KQ0095'THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A WITNESS POST, ABOUT 15
 KQ0095'FEET HIGHER THAN THE HIGHWAY, ABOUT 1-1/2 FEET HIGHER THAN THE ROAD,
 KQ0095'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 KQ0095
 KQ0095                          STATION RECOVERY (1985)
 KQ0095
 KQ0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0238 ***********************************************************************
 MU0238  DESIGNATION -  A 80
 MU0238  PID         -  MU0238
 MU0238  STATE/COUNTY-  NV/HUMBOLDT
 MU0238  USGS QUAD   -  ANDORNO RANCH (1982)
 MU0238
 MU0238                         *CURRENT SURVEY CONTROL
 MU0238  ___________________________________________________________________
 MU0238* NAD 83(1986)-  41 25 10.     (N)    117 47 38.     (W)     SCALED    
 MU0238* NAVD 88     -      1369.580  (meters)    4493.36   (feet)  ADJUSTED  
 MU0238  ___________________________________________________________________
 MU0238  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 MU0238  DYNAMIC HT  -        1368.608 (meters)    4490.17  (feet)  COMP
 MU0238  MODELED GRAV-     979,866.3   (mgal)                       NAVD 88
 MU0238
 MU0238  VERT ORDER  -  FIRST     CLASS II
 MU0238
 MU0238.The horizontal coordinates were scaled from a topographic map and have
 MU0238.an estimated accuracy of +/- 6 seconds.
 MU0238
 MU0238.The orthometric height was determined by differential leveling
 MU0238.and adjusted by the National Geodetic Survey in June 1991..
 MU0238
 MU0238.The geoid height was determined by GEOID03.
 MU0238
 MU0238.The dynamic height is computed by dividing the NAVD 88
 MU0238.geopotential number by the normal gravity value computed on the
 MU0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0238.degrees latitude (g = 980.6199 gals.).
 MU0238
 MU0238.The modeled gravity was interpolated from observed gravity values.
 MU0238
 MU0238;                    North         East    Units  Estimated Accuracy
 MU0238;SPC NV W     - 4,740,520.      865,990.      MT  (+/- 180 meters Scaled)
 MU0238
 MU0238                          SUPERSEDED SURVEY CONTROL
 MU0238
 MU0238.No superseded survey control is available for this station.
 MU0238
 MU0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF336856(NAD 83)
 MU0238_MARKER: DB = BENCH MARK DISK
 MU0238_SETTING: 80 = SET IN A BOULDER
 MU0238_STAMPING: A 80. 1934
 MU0238_MARK LOGO: CGS   
 MU0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0238+STABILITY: SURFACE MOTION
 MU0238
 MU0238  HISTORY     - Date     Condition        Report By
 MU0238  HISTORY     - 1934     MONUMENTED       CGS
 MU0238  HISTORY     - 1984     GOOD             NGS
 MU0238
 MU0238                          STATION DESCRIPTION
 MU0238
 MU0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0238'10.5 MI S FROM OROVADA.
 MU0238'10.5 MILES SOUTH OF POST OFFICE AT OROVADA AT A SMALL WASH 60 FEET E
 MU0238'OF CENTER LINE IN LARGE GRANITE BOULDER.
 MU0238
 MU0238                          STATION RECOVERY (1984)
 MU0238
 MU0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0238'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  51.26 KM
 MU0238'(31.86 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0238'WINNEMUCCA, THENCE 2.44 KM (1.52 MI) NORTH ALONG THE OLD HIGHWAY
 MU0238'GRADE, IN TOP OF A 2 BY 3 FOOT GRAY BOULDER ON THE NORTH BANK OF A
 MU0238'SMALL WASH, 0.13 KM (0.08 MI) SOUTH OF A CURVE, 2.80 KM (1.74 MI)
 MU0238'NORTH OF THE T JUNCTION OF STATE HIGHWAY 140, 18.3 METERS (60 FT) EAST
 MU0238'OF THE CENTER OF THE OLD HIGHWAY GRADE.
 MU0238'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 MU0238'THE MARK IS 0.3 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0177 ***********************************************************************
 LR0177  DESIGNATION -  A 82
 LR0177  PID         -  LR0177
 LR0177  STATE/COUNTY-  NV/LANDER
 LR0177  USGS QUAD   -  EAST OF TENABO (1985)
 LR0177
 LR0177                         *CURRENT SURVEY CONTROL
 LR0177  ___________________________________________________________________
 LR0177* NAD 83(1986)-  40 16 22.     (N)    116 36 48.     (W)     SCALED    
 LR0177* NAVD 88     -      1450.964  (meters)    4760.37   (feet)  ADJUSTED  
 LR0177  ___________________________________________________________________
 LR0177  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 LR0177  DYNAMIC HT  -        1449.697 (meters)    4756.21  (feet)  COMP
 LR0177  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 LR0177
 LR0177  VERT ORDER  -  SECOND    CLASS 0
 LR0177
 LR0177.The horizontal coordinates were scaled from a topographic map and have
 LR0177.an estimated accuracy of +/- 6 seconds.
 LR0177
 LR0177.The orthometric height was determined by differential leveling
 LR0177.and adjusted by the National Geodetic Survey in June 1991..
 LR0177
 LR0177.The geoid height was determined by GEOID03.
 LR0177
 LR0177.The dynamic height is computed by dividing the NAVD 88
 LR0177.geopotential number by the normal gravity value computed on the
 LR0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0177.degrees latitude (g = 980.6199 gals.).
 LR0177
 LR0177.The modeled gravity was interpolated from observed gravity values.
 LR0177
 LR0177;                    North         East    Units  Estimated Accuracy
 LR0177;SPC NV C     - 6,612,900.      504,540.      MT  (+/- 180 meters Scaled)
 LR0177
 LR0177                          SUPERSEDED SURVEY CONTROL
 LR0177
 LR0177  NGVD 29 (??/??/92) 1449.827  (m)         4756.64   (f) ADJ UNCH    2 0
 LR0177
 LR0177.Superseded values are not recommended for survey control.
 LR0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0177.See file dsdata.txt to determine how the superseded data were derived.
 LR0177
 LR0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE328581(NAD 83)
 LR0177_MARKER: DB = BENCH MARK DISK
 LR0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0177_STAMPING: A 82 1934
 LR0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0177+STABILITY: SURFACE MOTION
 LR0177
 LR0177  HISTORY     - Date     Condition        Report By
 LR0177  HISTORY     - 1934     MONUMENTED       CGS
 LR0177
 LR0177                          STATION DESCRIPTION
 LR0177
 LR0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0177'10.4 MI NW FROM CORTEZ.
 LR0177'10.4 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 LR0177'CORTEZ, LANDER COUNTY, AND 45 FEET EAST OF THE CENTERLINE OF THE
 LR0177'HIGHWAY.  A STANDARD DISK, STAMPED A 82 1934 AND SET IN THE TOP OF A
 LR0177'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0083 ***********************************************************************
 KP0083  DESIGNATION -  A 85
 KP0083  PID         -  KP0083
 KP0083  STATE/COUNTY-  NV/WHITE PINE
 KP0083  USGS QUAD   -  EAST ELY (1979)
 KP0083
 KP0083                         *CURRENT SURVEY CONTROL
 KP0083  ___________________________________________________________________
 KP0083* NAD 83(1986)-  39 18 43.     (N)    114 49 32.     (W)     SCALED    
 KP0083* NAVD 88     -      1893.699  (meters)    6212.91   (feet)  ADJUSTED  
 KP0083  ___________________________________________________________________
 KP0083  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 KP0083  DYNAMIC HT  -        1891.669 (meters)    6206.25  (feet)  COMP
 KP0083  MODELED GRAV-     979,488.2   (mgal)                       NAVD 88
 KP0083
 KP0083  VERT ORDER  -  SECOND    CLASS 0
 KP0083
 KP0083.The horizontal coordinates were scaled from a topographic map and have
 KP0083.an estimated accuracy of +/- 6 seconds.
 KP0083
 KP0083.The orthometric height was determined by differential leveling
 KP0083.and adjusted by the National Geodetic Survey in June 1991..
 KP0083
 KP0083.The geoid height was determined by GEOID03.
 KP0083
 KP0083.The dynamic height is computed by dividing the NAVD 88
 KP0083.geopotential number by the normal gravity value computed on the
 KP0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0083.degrees latitude (g = 980.6199 gals.).
 KP0083
 KP0083.The modeled gravity was interpolated from observed gravity values.
 KP0083
 KP0083;                    North         East    Units  Estimated Accuracy
 KP0083;SPC NV E     - 8,506,500.      265,350.      MT  (+/- 180 meters Scaled)
 KP0083
 KP0083                          SUPERSEDED SURVEY CONTROL
 KP0083
 KP0083  NGVD 29 (??/??/92) 1892.448  (m)         6208.81   (f) ADJ UNCH    2 0
 KP0083
 KP0083.Superseded values are not recommended for survey control.
 KP0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0083.See file dsdata.txt to determine how the superseded data were derived.
 KP0083
 KP0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD874536(NAD 83)
 KP0083_MARKER: DB = BENCH MARK DISK
 KP0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KP0083_SP_SET: CULVERT
 KP0083_STAMPING: A 85 1964
 KP0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KP0083
 KP0083  HISTORY     - Date     Condition        Report By
 KP0083  HISTORY     - 1964     MONUMENTED       CGS
 KP0083
 KP0083                          STATION DESCRIPTION
 KP0083
 KP0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KP0083'5.0 MI NE FROM ELY.
 KP0083'5.0 MILES FROM JUNCTION OF HIGHWAYS 6, 93, AND 50 GO EAST ON HIGHWAY
 KP0083'50 TO SIDE ROAD LEADING TO K9 CORRAL DOG BOARDING KENNEL.  MARK IS
 KP0083'25.2 FEET EAST OF CENTERLINE OF HIGHWAY.  MARK IS STANDARD DISK IN THE
 KP0083'CENTER OF THE EAST HEADWALL OF AN 18 INCH PIPE CULVERT STAMPED A 85
 KP0083'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0360 ***********************************************************************
 LR0360  DESIGNATION -  A 87
 LR0360  PID         -  LR0360
 LR0360  STATE/COUNTY-  NV/HUMBOLDT
 LR0360  USGS QUAD   -  VALMY (1981)
 LR0360
 LR0360                         *CURRENT SURVEY CONTROL
 LR0360  ___________________________________________________________________
 LR0360* NAD 83(1986)-  40 52 15.     (N)    117 14 44.     (W)     SCALED    
 LR0360* NAVD 88     -      1343.593  (meters)    4408.10   (feet)  ADJUSTED  
 LR0360  ___________________________________________________________________
 LR0360  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 LR0360  DYNAMIC HT  -        1342.564 (meters)    4404.73  (feet)  COMP
 LR0360  MODELED GRAV-     979,811.7   (mgal)                       NAVD 88
 LR0360
 LR0360  VERT ORDER  -  FIRST     CLASS II
 LR0360
 LR0360.The horizontal coordinates were scaled from a topographic map and have
 LR0360.an estimated accuracy of +/- 6 seconds.
 LR0360
 LR0360.The orthometric height was determined by differential leveling
 LR0360.and adjusted by the National Geodetic Survey in June 1991..
 LR0360
 LR0360.The geoid height was determined by GEOID03.
 LR0360
 LR0360.The dynamic height is computed by dividing the NAVD 88
 LR0360.geopotential number by the normal gravity value computed on the
 LR0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0360.degrees latitude (g = 980.6199 gals.).
 LR0360
 LR0360.The modeled gravity was interpolated from observed gravity values.
 LR0360
 LR0360;                    North         East    Units  Estimated Accuracy
 LR0360;SPC NV W     - 4,680,160.      912,760.      MT  (+/- 180 meters Scaled)
 LR0360
 LR0360                          SUPERSEDED SURVEY CONTROL
 LR0360
 LR0360  NGVD 29 (??/??/92) 1342.569  (m)         4404.75   (f) ADJ UNCH    1 2
 LR0360
 LR0360.Superseded values are not recommended for survey control.
 LR0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0360.See file dsdata.txt to determine how the superseded data were derived.
 LR0360
 LR0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF793244(NAD 83)
 LR0360_MARKER: DB = BENCH MARK DISK
 LR0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0360_STAMPING: A 87 1958
 LR0360_MARK LOGO: CGS   
 LR0360_PROJECTION: PROJECTING 6 CENTIMETERS
 LR0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0360+STABILITY: SURFACE MOTION
 LR0360
 LR0360  HISTORY     - Date     Condition        Report By
 LR0360  HISTORY     - 1958     MONUMENTED       CGS
 LR0360  HISTORY     - 1984     GOOD             NGS
 LR0360
 LR0360                          STATION DESCRIPTION
 LR0360
 LR0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0360'8.35 MI NW FROM VALMY.
 LR0360'8.35 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LR0360'VALMY, 115.0 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 4.5 FEET SOUTH
 LR0360'OF A METAL WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 2
 LR0360'INCHES ABOVE GROUND SURFACE.
 LR0360
 LR0360                          STATION RECOVERY (1984)
 LR0360
 LR0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0360'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.6 KM
 LR0360'(8.5 MI) NORTHWEST ALONG INTERSTATE 80 FROM THE HIGHWAY OVERPASS
 LR0360'BRIDGE AT VALMY, 0.55 KM (0.35 MI) NORTHWEST OF MILEPOST 209,
 LR0360'36.3 METERS (119 FT) SOUTHWEST OF THE EAST BOUND HIGHWAY CENTERLINE
 LR0360'AND 24.5 METERS (80.5 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 LR0360'THE MARK IS 1.2 METERS  SW FROM A WITNESS POST.
 LR0360'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0073 ***********************************************************************
 LR0073  DESIGNATION -  A 88
 LR0073  PID         -  LR0073
 LR0073  STATE/COUNTY-  NV/EUREKA
 LR0073  USGS QUAD   -  CARLIN WEST (1985)
 LR0073
 LR0073                         *CURRENT SURVEY CONTROL
 LR0073  ___________________________________________________________________
 LR0073* NAD 83(1986)-  40 40 55.     (N)    116 12 09.     (W)     SCALED    
 LR0073* NAVD 88     -      1613.358  (meters)    5293.16   (feet)  ADJUSTED  
 LR0073  ___________________________________________________________________
 LR0073  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 LR0073  DYNAMIC HT  -        1612.009 (meters)    5288.73  (feet)  COMP
 LR0073  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 LR0073
 LR0073  VERT ORDER  -  FIRST     CLASS II
 LR0073
 LR0073.The horizontal coordinates were scaled from a topographic map and have
 LR0073.an estimated accuracy of +/- 6 seconds.
 LR0073
 LR0073.The orthometric height was determined by differential leveling
 LR0073.and adjusted by the National Geodetic Survey in June 1991..
 LR0073
 LR0073.The geoid height was determined by GEOID03.
 LR0073
 LR0073.The dynamic height is computed by dividing the NAVD 88
 LR0073.geopotential number by the normal gravity value computed on the
 LR0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0073.degrees latitude (g = 980.6199 gals.).
 LR0073
 LR0073.The modeled gravity was interpolated from observed gravity values.
 LR0073
 LR0073;                    North         East    Units  Estimated Accuracy
 LR0073;SPC NV E     - 8,658,510.      147,660.      MT  (+/- 180 meters Scaled)
 LR0073
 LR0073                          SUPERSEDED SURVEY CONTROL
 LR0073
 LR0073  NGVD 29 (??/??/92) 1612.238  (m)         5289.48   (f) ADJ UNCH    1 2
 LR0073
 LR0073.Superseded values are not recommended for survey control.
 LR0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0073.See file dsdata.txt to determine how the superseded data were derived.
 LR0073
 LR0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF673037(NAD 83)
 LR0073_MARKER: DB = BENCH MARK DISK
 LR0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0073_STAMPING: A 88 1958
 LR0073_MARK LOGO: CGS   
 LR0073_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0073+STABILITY: SURFACE MOTION
 LR0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0073+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 LR0073
 LR0073  HISTORY     - Date     Condition        Report By
 LR0073  HISTORY     - 1958     MONUMENTED       CGS
 LR0073  HISTORY     - 1970     GOOD             NGS
 LR0073  HISTORY     - 1984     GOOD             NGS
 LR0073  HISTORY     - 20040512 GOOD             NVGS
 LR0073
 LR0073                          STATION DESCRIPTION
 LR0073
 LR0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0073'6.0 MI SW FROM CARLIN.
 LR0073'6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF 10 TH
 LR0073'STREET AT CARLIN AT THE NORTHEAST END OF A CUT BANK AT A GRAVEL ROAD
 LR0073'LEADING NORTH, 98.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 31.0
 LR0073'FEET NORTHEAST OF THE CENTER OF THE GRAVEL ROAD, 1.0 FEET SOUTH OF A
 LR0073'FENCE LINE, 5.4 FEET NORTHEAST OF A METAL WITNESS POST, SET IN A ROUND
 LR0073'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 LR0073
 LR0073                          STATION RECOVERY (1970)
 LR0073
 LR0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LR0073'RECOVERED IN GOOD CONDITION.
 LR0073
 LR0073                          STATION RECOVERY (1984)
 LR0073
 LR0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0073'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.65 KM
 LR0073'(4.8 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF STATE
 LR0073'HIGHWAY 278 AT CARLIN, 0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST 275,
 LR0073'0.15 KM (0.1 MI) SOUTHWEST OF THE NORTHEAST END OF A LONG LOW CUT
 LR0073'BANK, 34.1 METERS (112 FT) NORTHWEST OF THE WEST BOUND HIGHWAY
 LR0073'CENTERLINE, 46.3 METERS (152 FT) SOUTH OF THE SOUTHWEST END OF A
 LR0073'WOODEN BRACE IN THE RIGHT OF WAY FENCE AND 27.1 METERS (89 FT)
 LR0073'SOUTHEAST OF THE RIGHT OF WAY FENCE.
 LR0073'THE MARK IS 1.6 METERS  NE FROM A WITNESS POST.
 LR0073'THE MARK IS 3.6 M ABOVE THE HIGHWAY.
 LR0073
 LR0073                          STATION RECOVERY (2004)
 LR0073
 LR0073'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2004 (DRH)
 LR0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4263 ***********************************************************************
 DG4263  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4263  DESIGNATION -  A M SMITH WTF CORS ARP
 DG4263  CORS_ID     -  NVLK
 DG4263  PID         -  DG4263
 DG4263  STATE/COUNTY-  NV/CLARK
 DG4263  USGS QUAD   -  BOULDER BEACH (1970)
 DG4263
 DG4263                         *CURRENT SURVEY CONTROL
 DG4263  ___________________________________________________________________
 DG4263* NAD 83(CORS)-  36 04 10.75899(N)    114 48 47.50123(W)     ADJUSTED  
 DG4263* NAVD 88     -                                                        
 DG4263  ___________________________________________________________________
 DG4263  EPOCH DATE  -        2002.00
 DG4263  X           -  -2,166,183.710 (meters)                     COMP
 DG4263  Y           -  -4,685,217.114 (meters)                     COMP
 DG4263  Z           -   3,734,655.131 (meters)                     COMP
 DG4263  ELLIP HEIGHT-         362.43  (meters)          (02/??/04) GPS OBS
 DG4263  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DG4263
 DG4263  HORZ ORDER  -  SPECIAL (CORS)
 DG4263  ELLP ORDER  -  SPECIAL (CORS)
 DG4263
 DG4263.ITRF positions are available for this station.
 DG4263.The coordinates were established by GPS observations
 DG4263.and adjusted by the National Geodetic Survey in February 2004..
 DG4263.The coordinates are valid at the epoch date displayed above.
 DG4263.The epoch date for horizontal control is a decimal equivalence
 DG4263.of Year/Month/Day.
 DG4263
 DG4263
 DG4263.The PID for the CORS L1 Phase Center is DG4264.
 DG4263
 DG4263.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4263
 DG4263.The ellipsoidal height was determined by GPS observations
 DG4263.and is referenced to NAD 83.
 DG4263
 DG4263.The geoid height was determined by GEOID03.
 DG4263
 DG4263;                    North         East     Units Scale Factor Converg.
 DG4263;SPC NV E     - 8,146,673.132   269,371.126   MT  0.99995928   +0 27 12.4
 DG4263;SPC NV E     -26,727,876.77    883,761.77   sFT  0.99995928   +0 27 12.4
 DG4263
 DG4263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4263!SPC NV E     -   0.99994312  x   0.99995928  =   0.99990240
 DG4263
 DG4263                          SUPERSEDED SURVEY CONTROL
 DG4263
 DG4263.No superseded survey control is available for this station.
 DG4263
 DG4263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9693393888(NAD 83)
 DG4263_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG4263
 DG4263                          STATION DESCRIPTION
 DG4263
 DG4263'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG4263'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4263'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4263'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4263'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4263'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4264 ***********************************************************************
 DG4264  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4264  DESIGNATION -  A M SMITH WTF CORS L1 PHASE CENTER
 DG4264  CORS_ID     -  NVLK
 DG4264  PID         -  DG4264
 DG4264  STATE/COUNTY-  NV/CLARK
 DG4264  USGS QUAD   -  BOULDER BEACH (1970)
 DG4264
 DG4264                         *CURRENT SURVEY CONTROL
 DG4264  ___________________________________________________________________
 DG4264* NAD 83(CORS)-  36 04 10.75898(N)    114 48 47.50119(W)     ADJUSTED  
 DG4264* NAVD 88     -                                                        
 DG4264  ___________________________________________________________________
 DG4264  EPOCH DATE  -        2002.00
 DG4264  X           -  -2,166,183.736 (meters)                     COMP
 DG4264  Y           -  -4,685,217.173 (meters)                     COMP
 DG4264  Z           -   3,734,655.178 (meters)                     COMP
 DG4264  ELLIP HEIGHT-         362.51  (meters)          (02/??/04) GPS OBS
 DG4264  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DG4264
 DG4264  HORZ ORDER  -  SPECIAL (CORS)
 DG4264  ELLP ORDER  -  SPECIAL (CORS)
 DG4264
 DG4264.ITRF positions are available for this station.
 DG4264.The coordinates were established by GPS observations
 DG4264.and adjusted by the National Geodetic Survey in February 2004..
 DG4264.The coordinates are valid at the epoch date displayed above.
 DG4264.The epoch date for horizontal control is a decimal equivalence
 DG4264.of Year/Month/Day.
 DG4264
 DG4264
 DG4264.The PID for the CORS ARP is DG4263.
 DG4264
 DG4264.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4264
 DG4264.The ellipsoidal height was determined by GPS observations
 DG4264.and is referenced to NAD 83.
 DG4264
 DG4264.The geoid height was determined by GEOID03.
 DG4264
 DG4264;                    North         East     Units Scale Factor Converg.
 DG4264;SPC NV E     - 8,146,673.132   269,371.127   MT  0.99995928   +0 27 12.4
 DG4264;SPC NV E     -26,727,876.77    883,761.77   sFT  0.99995928   +0 27 12.4
 DG4264
 DG4264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4264!SPC NV E     -   0.99994311  x   0.99995928  =   0.99990239
 DG4264
 DG4264                          SUPERSEDED SURVEY CONTROL
 DG4264
 DG4264.No superseded survey control is available for this station.
 DG4264
 DG4264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9693393888(NAD 83)
 DG4264_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4264
 DG4264                          STATION DESCRIPTION
 DG4264
 DG4264'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4264'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4264'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4264'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4264'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4264'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1139 ***********************************************************************
 AI1139  DESIGNATION -  AA 1
 AI1139  PID         -  AI1139
 AI1139  STATE/COUNTY-  NV/NYE
 AI1139  USGS QUAD   -  TIPPIPAH SPRING (1986)
 AI1139
 AI1139                         *CURRENT SURVEY CONTROL
 AI1139  ___________________________________________________________________
 AI1139* NAD 83(1994)-  36 59 59.50251(N)    116 08 57.11140(W)     ADJUSTED  
 AI1139* NAVD 88     -      1661.7    (meters)    5452.     (feet)  VERTCON   
 AI1139  ___________________________________________________________________
 AI1139  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AI1139  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AI1139
 AI1139  HORZ ORDER  -  THIRD
 AI1139
 AI1139.The horizontal coordinates were established by classical geodetic methods
 AI1139.and adjusted by the National Geodetic Survey in March 1999..
 AI1139
 AI1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1139
 AI1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1139
 AI1139.The geoid height was determined by GEOID03.
 AI1139
 AI1139;                    North         East     Units Scale Factor Converg.
 AI1139;SPC NV C     - 6,249,737.512   546,056.437   MT  0.99992612   +0 18 41.1
 AI1139;SPC NV C     -20,504,347.15  1,791,520.16   sFT  0.99992612   +0 18 41.1
 AI1139;UTM  11      - 4,095,195.310   575,701.962   MT  0.99967060   +0 30 43.4
 AI1139
 AI1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1139!SPC NV C     -   0.99974346  x   0.99992612  =   0.99966959
 AI1139!UTM  11      -   0.99974346  x   0.99967060  =   0.99941414
 AI1139
 AI1139                          SUPERSEDED SURVEY CONTROL
 AI1139
 AI1139  NGVD 29 (03/11/99) 1660.7    (m)         5448.     (f) VERT ANG       
 AI1139
 AI1139.Superseded values are not recommended for survey control.
 AI1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1139.See file dsdata.txt to determine how the superseded data were derived.
 AI1139
 AI1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA7570295195(NAD 83)
 AI1139_MARKER: DS = TRIANGULATION STATION DISK
 AI1139_SETTING: 66 = SET IN ROCK OUTCROP
 AI1139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1139+STABILITY: POSITION/ELEVATION WELL
 AI1139
 AI1139  HISTORY     - Date     Condition        Report By
 AI1139  HISTORY     - 1958     MONUMENTED       USGS
 AI1139
 AI1139                          STATION DESCRIPTION
 AI1139
 AI1139'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AI1139'DESCRIBED BY USGS IN 1958 AS FOLLOWS-- TO REACH FROM NEVADA TEST SITE
 AI1139'CONTROL STATION AT YUCCA PASS, PROCEED N. ON BLACKTOP ROAD 5.05 MI. TO
 AI1139'GRADED RD. TO LEFT, TURN LEFT (W.) ON GRADED RD. AND PROCEED STRAIGHT
 AI1139'W. 3.45 MI. TO --Y-- IN RD., TURN LEFT AND GO S. 1.4 MI. TO T-RD.,
 AI1139'TURN RIGHT AND PROCEED W. 1.0 MI. WHERE RD. MAKES SLIGHT BEND TO N.
 AI1139'AND W., FOLLOW ON RD. WHICH IS WINDING UP DRAW 1.0 MI. TO WHERE RD.
 AI1139'TURNS SW., LEAVE MAIN RD. AND FOLLOW DIM TRAIL CROSS-COUNTRY NW. 0.55
 AI1139'MI. TO SADDLE BETWEEN TWO PEAKS, TURN RIGHT 0.19 MI. TO TOP OF PEAK
 AI1139'AND STATION.  STATION IS BRASS CAP SET IN ROCK ON N. EDGE OF ROCK
 AI1139'OUTCROP ON PEAK, STAMPED---USGS AA-1 1958---. RECOVERED BY USGS, 1959
 AI1139'AS FOLLOWS-- LOCATED ABOUT 28.5 MI. NE. OF LATHROP WELLS, 25 MI. NNW.
 AI1139'OF MERCURY, 5.5 MI. NW. OF THE NW. END OF YUCCA LAKE.  STATION IS ON A
 AI1139'HIGH TOP AT THE N. END OF MINE MOUNTAIN. STATION REACHED BY
 AI1139'HELICOPTER. STATION MARK--SMALL BRASS TABLET STAMPED---USGS AA-1
 AI1139'1958--- CEMENTED IN ROCK OUTCROP APPROXIMATELY 1 FT. LOWER THAN
 AI1139'HIGHEST POINT OF TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1056 ***********************************************************************
 HQ1056  DESIGNATION -  AA 2
 HQ1056  PID         -  HQ1056
 HQ1056  STATE/COUNTY-  NV/NYE
 HQ1056  USGS QUAD   -  TIPPIPAH SPRING (1986)
 HQ1056
 HQ1056                         *CURRENT SURVEY CONTROL
 HQ1056  ___________________________________________________________________
 HQ1056* NAD 83(1994)-  37 00 30.72177(N)    116 12 09.26704(W)     ADJUSTED  
 HQ1056* NAVD 88     -      2016.3    (meters)    6615.     (feet)  VERTCON   
 HQ1056  ___________________________________________________________________
 HQ1056  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 HQ1056  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 HQ1056
 HQ1056  HORZ ORDER  -  THIRD
 HQ1056
 HQ1056.The horizontal coordinates were established by classical geodetic methods
 HQ1056.and adjusted by the National Geodetic Survey in June 1998..
 HQ1056
 HQ1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1056
 HQ1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1056
 HQ1056.The geoid height was determined by GEOID03.
 HQ1056
 HQ1056;                    North         East     Units Scale Factor Converg.
 HQ1056;SPC NV C     - 6,250,675.335   541,301.026   MT  0.99992101   +0 16 45.7
 HQ1056;SPC NV C     -20,507,423.99  1,775,918.45   sFT  0.99992101   +0 16 45.7
 HQ1056;UTM  11      - 4,096,116.237   570,944.520   MT  0.99966200   +0 28 48.1
 HQ1056
 HQ1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1056!SPC NV C     -   0.99968783  x   0.99992101  =   0.99960886
 HQ1056!UTM  11      -   0.99968783  x   0.99966200  =   0.99934993
 HQ1056
 HQ1056                          SUPERSEDED SURVEY CONTROL
 HQ1056
 HQ1056  NAD 83(1986)-  37 00 30.72452(N)    116 12 09.27053(W) AD(       ) 3
 HQ1056  NGVD 29 (02/14/94) 2015.3    (m)         6612.     (f) VERT ANG       
 HQ1056
 HQ1056.Superseded values are not recommended for survey control.
 HQ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1056.See file dsdata.txt to determine how the superseded data were derived.
 HQ1056
 HQ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA7094596116(NAD 83)
 HQ1056_MARKER: DS = TRIANGULATION STATION DISK
 HQ1056_SETTING: 66 = SET IN ROCK OUTCROP
 HQ1056_SP_SET: SET IN BEDROCK
 HQ1056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ1056+STABILITY: POSITION/ELEVATION WELL
 HQ1056
 HQ1056  HISTORY     - Date     Condition        Report By
 HQ1056  HISTORY     - 1958     MONUMENTED       USGS
 HQ1056  HISTORY     - 1959     GOOD             USGS
 HQ1056
 HQ1056                          STATION DESCRIPTION
 HQ1056
 HQ1056'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 HQ1056'LOCATED ABOUT 28 MI NNE. OF LATHROP WELLS, ABOUT 26 MI NNW. OF
 HQ1056'MERCURY.  ON EASTERN TIP OF PROMINENT RIDGE EXTENDING IN EASTERLY
 HQ1056'DIRECTION FROM SHOSHONE MTN.
 HQ1056'
 HQ1056'TO REACH FROM NEVADA TEST SITE CONTROL POINT AT YUCCA PASS, GO
 HQ1056'7.1 MI N. ON BLACK-TOPPED RD. TO BLACK-TOPPED RD. TURN-OFF TO
 HQ1056'LEFT (NW.).  TURN LEFT ON BLACK-TOPPED RD. AND GO 3.05 MI TO END
 HQ1056'OF BLACK TOP AND Y-RD.  TAKE RIGHT FORK AND GO 1.4 MI TO GRAVEL
 HQ1056'PIT.  GO RIGHT OF GRAVEL PILE FOLLOWING RD. 3.3 MI UP BOTTOM OF
 HQ1056'WASH TO Y-RD. AND Y IN WASH.  TAKE LEFT FORK 2.2 MI TO FORK IN RD.
 HQ1056'AT OLD TIPPIPAH SPRINGS ABANDONED RANCH.  TAKE LEFT FORK 2.33 MI.
 HQ1056'TURN RIGHT ABOUT 1 MI SW. CROSS-COUNTRY UP NORTH SIDE OF DRAW.  GO
 HQ1056'ABOUT 0.6 MI SW. TO TOP OF STEEP HILL, IN ROCK ON TOP OF PEAK.
 HQ1056'
 HQ1056'REACHED BY HELICOPTER.
 HQ1056'
 HQ1056'STATION MARK--STANDARD COPPER TABLET
 HQ1056'STAMPED---USGS AA-2 1958 VA ELEV---, CEMENTED IN SOLID ROCK.
 HQ1056
 HQ1056                          STATION RECOVERY (1959)
 HQ1056
 HQ1056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HQ1056'DESCRIBED BY USGS, 1958, AS FOLLOWS-- TO REACH FROM NEVADA TEST SITE
 HQ1056'CONTROL POINT AT YUCCA PASS GO N. ON BLACK TOPPED RD. 7.1 MI. TO BLACK
 HQ1056'TOPPED RD. TURN-OFF TO LEFT (NW.). TURN LEFT ON BLACK TOPPED RD. AND
 HQ1056'PROCEED 3.05 MI. TO END OF BLACK TOP AND --Y-- IN RD.  TAKE RIGHT HAND
 HQ1056'FORK AND PROCEED 1.4 MI. TO GRAVEL PIT.  TAKE TO RIGHT OF GRAVEL PILE
 HQ1056'AND FOLLOW RD. UP BOTTOM OF WASH 3.3 MI. TO --Y-- IN RD. AND --Y-- IN
 HQ1056'WASH.  TAKE LEFT FORK AND CONTINUE 2.2 MI. TO FORK IN RD. AT OLD
 HQ1056'TIPPIPAH SPRINGS ABANDONED RANCH.  TAKE LEFT FORK AND CONTINUE ON RD.
 HQ1056'2.33 MI.  TURN RIGHT OFF OF RD. AND FOLLOW UP THE N. SIDE OF DRAW
 HQ1056'ACROSS COUNTRY APPROXIMATELY 1 MI. IN A DIRECTION LITTLE S. OF W.
 HQ1056'FROM HERE STATION IS APPROXIMATELY 0.6 MI. SW. ON TOP OF STEEP HILL.
 HQ1056'STATION IS BRASS CAP IN ROCK ON VERY TOP OF PEAK.  STAMPED---USGS AA-2
 HQ1056'1958---. RECOVERED BY USGS, 1959 AS FOLLOWS-- LOCATED ABOUT 26 MI.
 HQ1056'(AIRLINE) NNW. OF MERCURY, AND ABOUT 26 MI. NNE. OF LATHROP WELLS ON
 HQ1056'THE EASTERN TIP OF A PRIMINENT RIDGE EXTENDING IN AN EASTERLY
 HQ1056'DIRECTION FROM SHOSHONE MOUNTAIN. STATION REACHED BY HELICOPTER.
 HQ1056'STATION MARK--COPPER DISK STAMPED---USGS AA-2 1958 V.A. ELEV---
 HQ1056'CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1140 ***********************************************************************
 AI1140  DESIGNATION -  AA 3
 AI1140  PID         -  AI1140
 AI1140  STATE/COUNTY-  NV/NYE
 AI1140  USGS QUAD   -  TIPPIPAH SPRING (1986)
 AI1140
 AI1140                         *CURRENT SURVEY CONTROL
 AI1140  ___________________________________________________________________
 AI1140* NAD 83(1994)-  37 05 39.49003(N)    116 12 07.80880(W)     ADJUSTED  
 AI1140* NAVD 88     -      1924.7    (meters)    6315.     (feet)  VERTCON   
 AI1140  ___________________________________________________________________
 AI1140  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AI1140  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AI1140
 AI1140  HORZ ORDER  -  THIRD
 AI1140
 AI1140.The horizontal coordinates were established by classical geodetic methods
 AI1140.and adjusted by the National Geodetic Survey in March 1999..
 AI1140
 AI1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1140
 AI1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1140
 AI1140.The geoid height was determined by GEOID03.
 AI1140
 AI1140;                    North         East     Units Scale Factor Converg.
 AI1140;SPC NV C     - 6,260,193.165   541,290.582   MT  0.99992100   +0 16 48.6
 AI1140;SPC NV C     -20,538,650.41  1,775,884.18   sFT  0.99992100   +0 16 48.6
 AI1140;UTM  11      - 4,105,631.507   570,900.722   MT  0.99966192   +0 28 52.4
 AI1140
 AI1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1140!SPC NV C     -   0.99970216  x   0.99992100  =   0.99962318
 AI1140!UTM  11      -   0.99970216  x   0.99966192  =   0.99936418
 AI1140
 AI1140                          SUPERSEDED SURVEY CONTROL
 AI1140
 AI1140  NGVD 29 (03/11/99) 1923.7    (m)         6311.     (f) VERT ANG       
 AI1140
 AI1140.Superseded values are not recommended for survey control.
 AI1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1140.See file dsdata.txt to determine how the superseded data were derived.
 AI1140
 AI1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB7090105632(NAD 83)
 AI1140_MARKER: DS = TRIANGULATION STATION DISK
 AI1140_SETTING: 66 = SET IN ROCK OUTCROP
 AI1140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1140+STABILITY: POSITION/ELEVATION WELL
 AI1140
 AI1140  HISTORY     - Date     Condition        Report By
 AI1140  HISTORY     - 1958     MONUMENTED       USGS
 AI1140
 AI1140                          STATION DESCRIPTION
 AI1140
 AI1140'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AI1140'DESCRIBED BY USGS, 1958, AS FOLLOWS-- TO REACH FROM NEVADA TEST SITE
 AI1140'CONTROL POINT AT YUCCA PASS GO N. ON BLACK TOPPED RD. 7.1 MI., TURN
 AI1140'LEFT ON BLACK TOPPED RD., PROCEED 3.05 MI. TO END OF BLACK TOP AND
 AI1140'--Y-- IN RD.  TAKE RIGHT FORK AND PROCEED 1.4 MI. TO GRAVEL PIT.  BEAR
 AI1140'TO RIGHT OF GRAVEL PILE AND FOLLOW UP BOTTOM OF WASH 3.3 MI. TO --Y--
 AI1140'IN RD. AND --Y-- IN WASH.  TAKE RIGHT FORK AND PROCEED 3.45 MI. TO
 AI1140'FORKS IN RD. AND WASH.  TURN RIGHT AND FOLLOW BOTTOM OF WASH AROUND
 AI1140'TOE OF HILL AND PROCEED 1.5 MI. UP BOTTOM OF DRAW TO END OF TRUCK
 AI1140'TRAVEL.  LEAVE TRUCK AND PACK TOWARD THE E. UP SIDE OF PEAK, 30
 AI1140'MINUTES TO TOP AND STATION. STATION MARK--BRASS CAP, STAMPED---USGS
 AI1140'AA-3 1958--- SET IN SLOPE OF ROCK ON TOP OF PEAK, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0108 ***********************************************************************
 JR0108  DESIGNATION -  AA 359
 JR0108  PID         -  JR0108
 JR0108  STATE/COUNTY-  NV/MINERAL
 JR0108  USGS QUAD   -  HAWTHORNE EAST (1987)
 JR0108
 JR0108                         *CURRENT SURVEY CONTROL
 JR0108  ___________________________________________________________________
 JR0108* NAD 83(1986)-  38 33 26.     (N)    118 30 23.     (W)     SCALED    
 JR0108* NAVD 88     -      1333.53   (+/-2cm)    4375.1    (feet)  VERTCON   
 JR0108  ___________________________________________________________________
 JR0108  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 JR0108
 JR0108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0108
 JR0108.The horizontal coordinates were scaled from a topographic map and have
 JR0108.an estimated accuracy of +/- 6 seconds.
 JR0108
 JR0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0108.The vertical order pertains to the NGVD 29 superseded value.
 JR0108
 JR0108.The geoid height was determined by GEOID03.
 JR0108
 JR0108;                    North         East    Units  Estimated Accuracy
 JR0108;SPC NV W     - 4,422,450.      806,710.      MT  (+/- 180 meters Scaled)
 JR0108
 JR0108                          SUPERSEDED SURVEY CONTROL
 JR0108
 JR0108  NGVD 29 (??/??/92) 1332.42   (m)         4371.4    (f) COMPUTED    2 0
 JR0108
 JR0108.Superseded values are not recommended for survey control.
 JR0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0108.See file dsdata.txt to determine how the superseded data were derived.
 JR0108
 JR0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC687687(NAD 83)
 JR0108_MARKER: DD = SURVEY DISK
 JR0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0108_STAMPING: AA 359 1953
 JR0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0108+STABILITY: SURFACE MOTION
 JR0108
 JR0108  HISTORY     - Date     Condition        Report By
 JR0108  HISTORY     - 1953     MONUMENTED       DOD
 JR0108  HISTORY     - 1953     GOOD             NGS
 JR0108  HISTORY     - 1984     MARK NOT FOUND   USGS
 JR0108
 JR0108                          STATION DESCRIPTION
 JR0108
 JR0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0108'AT HAWTHORNE NAD.
 JR0108'AT HAWTHORNE NAVAL AMMUNITION DEPOT, 0.5 MILE NORTHWEST ALONG
 JR0108'A PAVED ROAD FROM GATE 5, THENCE 0.7 MILE NORTH ALONG A PAVED
 JR0108'ROAD, THENCE 0.6 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE 0.6
 JR0108'MILE NORTH ALONG A PAVED ROAD, AT AMMUNITION SHED 72-1, 162 1/2
 JR0108'FEET SOUTHWEST OF THE CENTER LINE OF A ROAD LEADING TO THE SHED,
 JR0108'97.8 FEET WEST OF THE CENTER OF THE VENTILATOR CAP OF THE SHED,
 JR0108'43 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.9 FEET
 JR0108'NORTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE
 JR0108'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 JR0108'ABOVE THE GROUND.
 JR0108
 JR0108                          STATION RECOVERY (1984)
 JR0108
 JR0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JR0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1141 ***********************************************************************
 AI1141  DESIGNATION -  AA 4
 AI1141  PID         -  AI1141
 AI1141  STATE/COUNTY-  NV/NYE
 AI1141  USGS QUAD   -  RAINIER MESA (1997)
 AI1141
 AI1141                         *CURRENT SURVEY CONTROL
 AI1141  ___________________________________________________________________
 AI1141* NAD 83(1994)-  37 08 27.40955(N)    116 11 15.72994(W)     ADJUSTED  
 AI1141* NAVD 88     -      2087.5    (meters)    6849.     (feet)  VERTCON   
 AI1141  ___________________________________________________________________
 AI1141  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AI1141  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AI1141
 AI1141  HORZ ORDER  -  THIRD
 AI1141
 AI1141.The horizontal coordinates were established by classical geodetic methods
 AI1141.and adjusted by the National Geodetic Survey in March 1999..
 AI1141
 AI1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1141
 AI1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1141
 AI1141.The geoid height was determined by GEOID03.
 AI1141
 AI1141;                    North         East     Units Scale Factor Converg.
 AI1141;SPC NV C     - 6,265,375.662   542,550.436   MT  0.99992230   +0 17 21.1
 AI1141;SPC NV C     -20,555,653.32  1,780,017.56   sFT  0.99992230   +0 17 21.1
 AI1141;UTM  11      - 4,110,817.053   572,142.050   MT  0.99966411   +0 29 25.7
 AI1141
 AI1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1141!SPC NV C     -   0.99967662  x   0.99992230  =   0.99959894
 AI1141!UTM  11      -   0.99967662  x   0.99966411  =   0.99934083
 AI1141
 AI1141                          SUPERSEDED SURVEY CONTROL
 AI1141
 AI1141  NGVD 29 (03/11/99) 2086.4    (m)         6845.     (f) VERT ANG       
 AI1141
 AI1141.Superseded values are not recommended for survey control.
 AI1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1141.See file dsdata.txt to determine how the superseded data were derived.
 AI1141
 AI1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB7214210817(NAD 83)
 AI1141_MARKER: DS = TRIANGULATION STATION DISK
 AI1141_SETTING: 66 = SET IN ROCK OUTCROP
 AI1141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1141+STABILITY: POSITION/ELEVATION WELL
 AI1141
 AI1141  HISTORY     - Date     Condition        Report By
 AI1141  HISTORY     - 1958     MONUMENTED       USGS
 AI1141
 AI1141                          STATION DESCRIPTION
 AI1141
 AI1141'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AI1141'DESCRIBED BY USGS, 1958, AS FOLLOWS-- TO REACH FROM NEVADA TEST SITE
 AI1141'CONTROL POINT AT YUCCA PASS GO N. ON BLACK TOPPED RD. 8.8 MI. TO THREE
 AI1141'FORKS IN RD.  TAKE LEFT HAND FORK AND PROCEED 4.65 MI. TO --Y-- IN RD.
 AI1141'TAKE LEFT FORK AND PROCEED 0.65 MI. TO --Y-- IN BLACK TOPPED RD.  TAKE
 AI1141'LEFT FORK AND PROCEED W. 3 MI. 500 FT. SHORT OF CONCRETE STRUCTURE.
 AI1141'BEAR SLIGHTLY RIGHT ON OLD GRADED RD.  PROCEED 1.1 MI. TO DIM TRACK
 AI1141'RD. BEARING LEFT SW. FOLLOW THIS RD. UP N. EDGE OF DRAW 1.2 MI. INTO
 AI1141'BOTTOM OF DRAW. FOLLOW BOTTOM OF DRAW 0.2 MI. TO FORKS, TAKE RIGHT
 AI1141'FORK AND FOLLOW BOTTOM OF DRAW 1.3 MI. TO FORKS IN DRAW.  LEAVE BOTTOM
 AI1141'OF DRAW AND PROCEED W. TO SADDLE OF RIDGE.  GO S. TO BOTTOM OF DRAW.
 AI1141'GO SW. UP LONG RIDGE TO PEAK AND STATION. STATION MARK--BRASS CAP,
 AI1141'STAMPED---USGS AA-4 1958--- SET IN ROCK ON CENTER OF ROCK OUTCROP IN
 AI1141'MIDDLE OF RIDGE PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1142 ***********************************************************************
 AI1142  DESIGNATION -  AA 5
 AI1142  PID         -  AI1142
 AI1142  STATE/COUNTY-  NV/NYE
 AI1142  USGS QUAD   -  RAINIER MESA (1997)
 AI1142
 AI1142                         *CURRENT SURVEY CONTROL
 AI1142  ___________________________________________________________________
 AI1142* NAD 83(1994)-  37 10 49.77450(N)    116 10 03.01919(W)     ADJUSTED  
 AI1142* NAVD 88     -      1961.6    (meters)    6436.     (feet)  VERTCON   
 AI1142  ___________________________________________________________________
 AI1142  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 AI1142  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AI1142
 AI1142  HORZ ORDER  -  THIRD
 AI1142
 AI1142.The horizontal coordinates were established by classical geodetic methods
 AI1142.and adjusted by the National Geodetic Survey in March 1999..
 AI1142
 AI1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1142
 AI1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1142
 AI1142.The geoid height was determined by GEOID03.
 AI1142
 AI1142;                    North         East     Units Scale Factor Converg.
 AI1142;SPC NV C     - 6,269,773.337   544,321.663   MT  0.99992419   +0 18 06.0
 AI1142;SPC NV C     -20,570,081.36  1,785,828.66   sFT  0.99992419   +0 18 06.0
 AI1142;UTM  11      - 4,115,219.792   573,897.358   MT  0.99966727   +0 30 11.2
 AI1142
 AI1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1142!SPC NV C     -   0.99969634  x   0.99992419  =   0.99962055
 AI1142!UTM  11      -   0.99969634  x   0.99966727  =   0.99936371
 AI1142
 AI1142                          SUPERSEDED SURVEY CONTROL
 AI1142
 AI1142  NGVD 29 (03/11/99) 1960.5    (m)         6432.     (f) VERT ANG       
 AI1142
 AI1142.Superseded values are not recommended for survey control.
 AI1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1142.See file dsdata.txt to determine how the superseded data were derived.
 AI1142
 AI1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB7389715220(NAD 83)
 AI1142_MARKER: DS = TRIANGULATION STATION DISK
 AI1142_SETTING: 66 = SET IN ROCK OUTCROP
 AI1142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1142+STABILITY: POSITION/ELEVATION WELL
 AI1142
 AI1142  HISTORY     - Date     Condition        Report By
 AI1142  HISTORY     - 1958     MONUMENTED       USGS
 AI1142
 AI1142                          STATION DESCRIPTION
 AI1142
 AI1142'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AI1142'DESCRIBED BY USGS, 1958, AS FOLLOWS-- TO REACH FROM NEVADA TEST SITE
 AI1142'CONTROL POINT AT YUCCA PASS GO W. ON BLACK TOPPED RD. 8.8 MI. TO THREE
 AI1142'FORKED JUNCTION.  TAKE LEFT FORK AND PROCEED 4.65 MI. TO --Y-- IN RD.
 AI1142'TAKE LEFT FORK AND GO 0.65 MI. TO --Y-- IN BLACK TOPPED RD.  TAKE
 AI1142'RIGHT FORK AND FOLLOW BLACK TOPPED RD. 7.35 MI.  TURN LEFT OFF OF
 AI1142'BLACK TOP AND PROCEED 0.45 MI. TO A DIM TRAIL TO THE LEFT.  TURN LEFT
 AI1142'AND GO 0.3 MI. UP DIM TRAIL TO END OF TRUCH TRAVEL.  PACK UP POWER
 AI1142'WAGON TRAIL TO TOP OF RIDGE AND TURN LEFT (NE.) UP RIDGE TO PEAK AND
 AI1142'STATION. STATION MARK--BRASS CAP, STAMPED---USGS AA-5 1958--- SET IN
 AI1142'ROCK AT N. END OF WHITE AREA ON TOP CENTER OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1143 ***********************************************************************
 AI1143  DESIGNATION -  AA 6
 AI1143  PID         -  AI1143
 AI1143  STATE/COUNTY-  NV/NYE
 AI1143  USGS QUAD   -  RAINIER MESA (1997)
 AI1143
 AI1143                         *CURRENT SURVEY CONTROL
 AI1143  ___________________________________________________________________
 AI1143* NAD 83(1994)-  37 13 52.87911(N)    116 11 14.97649(W)     ADJUSTED  
 AI1143* NAVD 88     -      2215.4    (meters)    7268.     (feet)  VERTCON   
 AI1143  ___________________________________________________________________
 AI1143  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AI1143  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AI1143
 AI1143  HORZ ORDER  -  THIRD
 AI1143
 AI1143.The horizontal coordinates were established by classical geodetic methods
 AI1143.and adjusted by the National Geodetic Survey in March 1999..
 AI1143
 AI1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1143
 AI1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1143
 AI1143.The geoid height was determined by GEOID03.
 AI1143
 AI1143;                    North         East     Units Scale Factor Converg.
 AI1143;SPC NV C     - 6,275,408.454   542,518.315   MT  0.99992226   +0 17 23.7
 AI1143;SPC NV C     -20,588,569.24  1,779,912.17   sFT  0.99992226   +0 17 23.7
 AI1143;UTM  11      - 4,120,847.079   572,074.666   MT  0.99966399   +0 29 29.8
 AI1143
 AI1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1143!SPC NV C     -   0.99965653  x   0.99992226  =   0.99957882
 AI1143!UTM  11      -   0.99965653  x   0.99966399  =   0.99932063
 AI1143
 AI1143                          SUPERSEDED SURVEY CONTROL
 AI1143
 AI1143  NGVD 29 (03/11/99) 2214.2    (m)         7264.     (f) VERT ANG       
 AI1143
 AI1143.Superseded values are not recommended for survey control.
 AI1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1143.See file dsdata.txt to determine how the superseded data were derived.
 AI1143
 AI1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB7207520847(NAD 83)
 AI1143_MARKER: DS = TRIANGULATION STATION DISK
 AI1143_SETTING: 66 = SET IN ROCK OUTCROP
 AI1143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1143+STABILITY: POSITION/ELEVATION WELL
 AI1143
 AI1143  HISTORY     - Date     Condition        Report By
 AI1143  HISTORY     - 1958     MONUMENTED       USGS
 AI1143
 AI1143                          STATION DESCRIPTION
 AI1143
 AI1143'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AI1143'DESCRIBED BY USGS, 1958, AS FOLLOWS-- TO REACH FROM NEVADA TEST SITE
 AI1143'CONTROL POINT AT YUCCA PASS GO N. ON BLACK TOPPED RD. 8.8 MI. TO THREE
 AI1143'FORKED RD. JUNCTION.  TAKE LEFT FORK AND PROCEED 4.65 MI. TO --Y-- IN
 AI1143'RD.  TAKE LEFT FORK AND PROCEED 0.65 MI. TO --Y-- IN BLACK TOPPED RD.
 AI1143'TAKE RIGHT FORK AND PROCEED 9.5 MI. TO END OF BLACK TOP.  CONTINUE ON
 AI1143'UP GRADED RD. 0.75 MI. TO TOP OF MESA, CONTINUE 0.75 MI. TO FORKS.
 AI1143'TAKE RIGHT FORK 0.15 MI. TO FORKS. TAKE RIGHT FORK 0.55 MI. TO FORKS.
 AI1143'TAKE LEFT FORK 0.5 MI. TO FORKS. TAKE RIGHT FORK 1.2 MI. TO FORKS.
 AI1143'TAKE RIGHT FORK AND DROP OFF OF MESA, BEAR LEFT AND PROCEED 0.74 MI.
 AI1143'TO BOTTOM OF HILL AND RD. INTERSECTION TO RIGHT.  TURN RIGHT ON RD.
 AI1143'THROUGH SADDLE AND PROCEED 2.2 MI. TO T-RD.  TURN RIGHT AND GO 0.2 MI.
 AI1143'TO T-RD.  TURN RIGHT AND FOLLOW BOTTOM OF DRAW BEARING A LITTLE LEFT
 AI1143'AROUND FOOT OF S. SIDE OF SUGAR LOAF MOUNTAIN 0.9 MI., TURN RIGHT UP
 AI1143'SMALL VALLEY 0.5 MI. FROM HERE IT IS A 1 HOUR PACK TRIP TO YOUR LEFT
 AI1143'UP SIDE OF MOUNTAIN TO S. END OF LONG RIDGE AND STATION. STATION
 AI1143'MARK--BRASS CAP, STAMPED---USGS AA-6 1958--- IN TOP OF ROCK CLIFF,
 AI1143'BETWEEN EDGE OF CLIFF AND SMALL CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0176 ***********************************************************************
 MV0176  DESIGNATION -  AA 66
 MV0176  PID         -  MV0176
 MV0176  STATE/COUNTY-  NV/WASHOE
 MV0176  USGS QUAD   -  PAINTED POINT (1966)
 MV0176
 MV0176                         *CURRENT SURVEY CONTROL
 MV0176  ___________________________________________________________________
 MV0176* NAD 83(1986)-  41 35 03.     (N)    119 39 10.     (W)     SCALED    
 MV0176* NAVD 88     -      1732.861  (meters)    5685.23   (feet)  ADJUSTED  
 MV0176  ___________________________________________________________________
 MV0176  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 MV0176  DYNAMIC HT  -        1731.515 (meters)    5680.81  (feet)  COMP
 MV0176  MODELED GRAV-     979,784.5   (mgal)                       NAVD 88
 MV0176
 MV0176  VERT ORDER  -  FIRST     CLASS II
 MV0176
 MV0176.The horizontal coordinates were scaled from a topographic map and have
 MV0176.an estimated accuracy of +/- 6 seconds.
 MV0176
 MV0176.The orthometric height was determined by differential leveling
 MV0176.and adjusted by the National Geodetic Survey in June 1991..
 MV0176
 MV0176.The geoid height was determined by GEOID03.
 MV0176
 MV0176.The dynamic height is computed by dividing the NAVD 88
 MV0176.geopotential number by the normal gravity value computed on the
 MV0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0176.degrees latitude (g = 980.6199 gals.).
 MV0176
 MV0176.The modeled gravity was interpolated from observed gravity values.
 MV0176
 MV0176;                    North         East    Units  Estimated Accuracy
 MV0176;SPC NV W     - 4,759,070.      710,830.      MT  (+/- 180 meters Scaled)
 MV0176
 MV0176                          SUPERSEDED SURVEY CONTROL
 MV0176
 MV0176  NGVD 29 (??/??/92) 1731.627  (m)         5681.18   (f) ADJ UNCH    1 2
 MV0176
 MV0176.Superseded values are not recommended for survey control.
 MV0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0176.See file dsdata.txt to determine how the superseded data were derived.
 MV0176
 MV0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG788070(NAD 83)
 MV0176_MARKER: DB = BENCH MARK DISK
 MV0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0176_STAMPING: AA 66 1934
 MV0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0176+STABILITY: SURFACE MOTION
 MV0176
 MV0176  HISTORY     - Date     Condition        Report By
 MV0176  HISTORY     - 1934     MONUMENTED       CGS
 MV0176  HISTORY     - 1966     MARK NOT FOUND   USGS
 MV0176
 MV0176                          STATION DESCRIPTION
 MV0176
 MV0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0176'10.5 MI NE FROM VYA.
 MV0176'ABOUT 10.5 MILES NORTHEAST ALONG STATE HIGHWAY 8 A FROM THE VYA
 MV0176'HIGHWAY JUNCTION ABOUT 1 MILE SOUTHEAST OF VYA, WASHOE COUNTY, AND 30
 MV0176'FEET SOUTH OF THE INTERSECTION OF THE ROAD FROM MASSACRE LAKE TO HIGH
 MV0176'ROCK LAKE.  A STANDARD DISK, STAMPED AA 66 1934 AND SET IN THE TOP OF
 MV0176'A CONCRETE POST.
 MV0176
 MV0176                          STATION RECOVERY (1966)
 MV0176
 MV0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MV0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1144 ***********************************************************************
 AI1144  DESIGNATION -  AA 7
 AI1144  PID         -  AI1144
 AI1144  STATE/COUNTY-  NV/NYE
 AI1144  USGS QUAD   -  OAK SPRING (1986)
 AI1144
 AI1144                         *CURRENT SURVEY CONTROL
 AI1144  ___________________________________________________________________
 AI1144* NAD 83(1994)-  37 14 48.99423(N)    116 07 30.54225(W)     ADJUSTED  
 AI1144* NAVD 88     -      2172.3    (meters)    7127.     (feet)  VERTCON   
 AI1144  ___________________________________________________________________
 AI1144  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AI1144  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AI1144
 AI1144  HORZ ORDER  -  THIRD
 AI1144
 AI1144.The horizontal coordinates were established by classical geodetic methods
 AI1144.and adjusted by the National Geodetic Survey in March 1999..
 AI1144
 AI1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1144
 AI1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1144
 AI1144.The geoid height was determined by GEOID03.
 AI1144
 AI1144;                    North         East     Units Scale Factor Converg.
 AI1144;SPC NV C     - 6,277,168.052   548,040.311   MT  0.99992842   +0 19 39.9
 AI1144;SPC NV C     -20,594,342.18  1,798,028.92   sFT  0.99992842   +0 19 39.9
 AI1144;UTM  11      - 4,122,625.653   577,589.018   MT  0.99967416   +0 31 46.3
 AI1144
 AI1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1144!SPC NV C     -   0.99966327  x   0.99992842  =   0.99959172
 AI1144!UTM  11      -   0.99966327  x   0.99967416  =   0.99933754
 AI1144
 AI1144                          SUPERSEDED SURVEY CONTROL
 AI1144
 AI1144  NGVD 29 (03/11/99) 2171.2    (m)         7123.     (f) VERT ANG       
 AI1144
 AI1144.Superseded values are not recommended for survey control.
 AI1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1144.See file dsdata.txt to determine how the superseded data were derived.
 AI1144
 AI1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB7758922626(NAD 83)
 AI1144_MARKER: DS = TRIANGULATION STATION DISK
 AI1144_SETTING: 66 = SET IN ROCK OUTCROP
 AI1144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1144+STABILITY: POSITION/ELEVATION WELL
 AI1144
 AI1144  HISTORY     - Date     Condition        Report By
 AI1144  HISTORY     - 1958     MONUMENTED       USGS
 AI1144
 AI1144                          STATION DESCRIPTION
 AI1144
 AI1144'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AI1144'LOCATED ABOUT 7 MI. W. AND 40 MI. N. OF MERCURY, ABOUT 3.8 MI. W. AND
 AI1144'0.4 MI. S. OF OAK SPRINGS BUTTE ON A TOP 1.5 MI. N. OF TWIN PEAKS. TO
 AI1144'REACH FROM NEVADA TEST SITE CONTROL POINT AT YUCCA PASS GO N. ON BLACK
 AI1144'TOPPED RD. 8.8 MI. TO THREE FORKED JUNCTION.  TAKE LEFT FORK AND
 AI1144'PROCEED 0.65 MI. TO --Y-- IN RD.  TAKE RIGHT FORK AND PROCEED 3.6 MI.
 AI1144'TO A SINGLE TRACK RD. TO THE RIGHT.  TURN RIGHT AND PROCEED 1.5 A
 AI1144'LITTLE E. OF N. TO WHERE RD. GOES INTO BOTTOM OF DRAW.  GO UP DRAW 1.2
 AI1144'MI. TO FORK IN RD. AND DRAW.  CONTINUE UP RIGHT FORK 0.4 MI. WHERE RD.
 AI1144'LEAVES BOTTOM OF MAIN DRAW.  BEAR LEFT AND FOLLOW RD. 1.5 MI. TO TOP
 AI1144'OF RIDGE.  TURN LEFT AND FOLLOW DIM TRAIL UP RIDGE 0.5 MI. TO PEAK AND
 AI1144'STATION.  STATION IS BRASS CAP SET IN ROCK ON W. EDGE IN MIDDLE OF
 AI1144'LONG ROCK OUTCROP. STATION MARK--BLANK COPPER DISK STAMPED---USGS AA-7
 AI1144'1958 ELEV--- SET IN BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1921 ***********************************************************************
 KR1921  DESIGNATION -  AB EAST
 KR1921  PID         -  KR1921
 KR1921  STATE/COUNTY-  NV/CHURCHILL
 KR1921  USGS QUAD   -  LONE ROCK NW (1980)
 KR1921
 KR1921                         *CURRENT SURVEY CONTROL
 KR1921  ___________________________________________________________________
 KR1921* NAD 83(1994)-  39 55 48.34017(N)    118 29 30.89914(W)     ADJUSTED  
 KR1921* NAVD 88     -      1188.69   (meters)    3899.9    (feet)  LEVELING  
 KR1921  ___________________________________________________________________
 KR1921  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 KR1921  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 KR1921
 KR1921  HORZ ORDER  -  THIRD
 KR1921  VERT ORDER  -  THIRD ?
 KR1921
 KR1921.The horizontal coordinates were established by classical geodetic methods
 KR1921.and adjusted by the National Geodetic Survey in June 1998..
 KR1921
 KR1921.The orthometric height was determined by differential leveling.
 KR1921.The vertical network tie was performed by a horz. field party for horz.
 KR1921.obs reductions. Reset procedures were used to establish the elevation.
 KR1921
 KR1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1921
 KR1921.The geoid height was determined by GEOID03.
 KR1921
 KR1921;                    North         East     Units Scale Factor Converg.
 KR1921;SPC NV W     - 4,574,855.325   807,813.616   MT  0.99990075   +0 03 31.2
 KR1921;SPC NV W     -15,009,337.85  2,650,301.84   sFT  0.99990075   +0 03 31.2
 KR1921;UTM  11      - 4,421,063.879   372,518.126   MT  0.99980007   -0 57 27.8
 KR1921
 KR1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1921!SPC NV W     -   0.99981723  x   0.99990075  =   0.99971800
 KR1921!UTM  11      -   0.99981723  x   0.99980007  =   0.99961734
 KR1921
 KR1921:                Primary Azimuth Mark                     Grid Az
 KR1921:SPC NV W     -  TP BLACK CAIRN                           307 40 04.6
 KR1921:UTM  11      -  TP BLACK CAIRN                           308 41 03.6
 KR1921
 KR1921|---------------------------------------------------------------------|
 KR1921| PID    Reference Object                     Distance      Geod. Az  |
 KR1921|                                                           dddmmss.s |
 KR1921| KR1930 TP BLACK CAIRN                      APPROX. 5.3 KM 3074335.8 |
 KR1921|---------------------------------------------------------------------|
 KR1921
 KR1921                          SUPERSEDED SURVEY CONTROL
 KR1921
 KR1921  NAD 83(1986)-  39 55 48.34645(N)    118 29 30.89201(W) AD(       ) 3
 KR1921
 KR1921.Superseded values are not recommended for survey control.
 KR1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1921.See file dsdata.txt to determine how the superseded data were derived.
 KR1921
 KR1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE7251821064(NAD 83)
 KR1921_MARKER: DD = SURVEY DISK
 KR1921_SETTING: 0 = UNSPECIFIED SETTING
 KR1921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1921
 KR1921  HISTORY     - Date     Condition        Report By
 KR1921  HISTORY     - 1950     MONUMENTED       USGS
 KR1921
 KR1921                          STATION DESCRIPTION
 KR1921
 KR1921'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KR1921'LOCATED ABOUT 18 MI. NE. OF PARRAN, APPROXIMATELY 17 MI. S. OF
 KR1921'LOVELOCK, ABOUT 11 MI. E. OF MIRIAM, ABOUT 10 FT. N. OF THE CENTER
 KR1921'OF AN ABANDONED AIRLINE BEACON, ON THE N. EDGE OF CARSON SINK.
 KR1921'
 KR1921'TO REACH FROM THE RAILROAD STATION IN LOVELOCK, CROSS TO THE (E.)
 KR1921'SIDE OF THE RAILROAD AND TURN RIGHT (S.) ON STREET PARALLELING
 KR1921'TRACKS, FOLLOW THE PAVED RD., S. OUT OF TOWN 0.4 MI. TO JOG IN RD.,
 KR1921'CONTINUE S. ON PAVED RD. 4.0 MI. TO AN INTERSECTION, CONTINUE ON S.
 KR1921'ON GRAVELED RD. FOR 4.0 MI. TO AN INTERSECTION, TURN LEFT (E.) FOR
 KR1921'0.4 MI. TO WHERE RD. TURNS (S.) ACROSS A DITCH AND HUMBOLDT RIVER,
 KR1921'CONTINUE S. ON DIRT RD. FOR APPROXIMATELY 3.5 MI. TO WILD HORSE
 KR1921'PASS, CONTINUE S. FOR 2.0 MI. TO AN INTERSECTION, TURN RIGHT (W.)
 KR1921'FOR 5.0 MI. ON DIRT RD., FROM THIS POINT THE ABANDONED AIRLINE
 KR1921'BEACON CAN BE SEEN, LEAVE RD. AND GO S. FOR ABOUT 0.7 MI. TO STATION.
 KR1921'
 KR1921'STATION MARK--A STANDARD USGS TABLET STAMPED---AB EAST 1950--- SET
 KR1921'IN A CONCRETE POST.
 KR1921'
 KR1921'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER SET IN A CONCRETE
 KR1921'POST 46.76 FT. N. OF STATION MARK IN 165 DEGREES 54 MINUTES.
 KR1921'
 KR1921'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER SET IN A CONCRETE POST
 KR1921'44.57 FT. W. OF STATION MARK IN 82 DEGREES 40 MINUTES.
 KR1921'
 KR1921'NOTE--THE STATION MARK IS SET 6.97 FT. NW. OF AB EAST, (BOLT) A WHITE
 KR1921'PAINTED BOLT ON THE N. CORNER OF THE ABANDONED AIRLINE BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0817 ***********************************************************************
 GR0817  DESIGNATION -  ACE
 GR0817  PID         -  GR0817
 GR0817  STATE/COUNTY-  NV/CLARK
 GR0817  USGS QUAD   -  MOAPA EAST (1983)
 GR0817
 GR0817                         *CURRENT SURVEY CONTROL
 GR0817  ___________________________________________________________________
 GR0817* NAD 83(1994)-  36 40 40.21217(N)    114 30 41.09232(W)     ADJUSTED  
 GR0817* NAVD 88     -       624.697  (meters)    2049.53   (feet)  POSTED    
 GR0817  ___________________________________________________________________
 GR0817  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 GR0817  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 GR0817  DYNAMIC HT  -         624.100 (meters)    2047.57  (feet)  COMP
 GR0817  MODELED GRAV-     979,649.5   (mgal)                       NAVD 88
 GR0817
 GR0817  HORZ ORDER  -  SECOND
 GR0817  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0817
 GR0817.The horizontal coordinates were established by classical geodetic methods
 GR0817.and adjusted by the National Geodetic Survey in June 1998..
 GR0817
 GR0817.The orthometric height was determined by differential leveling
 GR0817.and adjusted by the National Geodetic Survey in 1992..
 GR0817.No vertical observational check was made to the station.
 GR0817.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0817.was located on a no-check spur therefore a value was not computed.
 GR0817
 GR0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0817
 GR0817.The geoid height was determined by GEOID03.
 GR0817
 GR0817.The dynamic height is computed by dividing the NAVD 88
 GR0817.geopotential number by the normal gravity value computed on the
 GR0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0817.degrees latitude (g = 980.6199 gals.).
 GR0817
 GR0817.The modeled gravity was interpolated from observed gravity values.
 GR0817
 GR0817;                    North         East     Units Scale Factor Converg.
 GR0817;SPC NV E     - 8,214,414.653   295,806.349   MT  1.00001305   +0 38 25.2
 GR0817;SPC NV E     -26,950,125.41    970,491.33   sFT  1.00001305   +0 38 25.2
 GR0817;UTM  11      - 4,062,020.397   722,375.419   MT  1.00020927   +1 29 13.5
 GR0817
 GR0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0817!SPC NV E     -   0.99990621  x   1.00001305  =   0.99991925
 GR0817!UTM  11      -   0.99990621  x   1.00020927  =   1.00011546
 GR0817
 GR0817:                Primary Azimuth Mark                     Grid Az
 GR0817:SPC NV E     -  AIRPORT BEACON OVERTON MUN APT           153 35 25.9
 GR0817:UTM  11      -  AIRPORT BEACON OVERTON MUN APT           152 44 37.6
 GR0817
 GR0817|---------------------------------------------------------------------|
 GR0817| PID    Reference Object                     Distance      Geod. Az  |
 GR0817|                                                           dddmmss.s |
 GR0817| GR1823 AIRPORT BEACON OVERTON MUN APT      APPROX.14.3 KM 1541351.1 |
 GR0817| GR0818 ACE RM 1                             12.079 METERS 19655     |
 GR0817| GR0816 ACE RM 2                              9.890 METERS 31457     |
 GR0817| GR1900 LOS ANGELES SALT LK AWY BN 31A      APPROX. 1.1 KM 3164155.7 |
 GR0817|---------------------------------------------------------------------|
 GR0817
 GR0817                          SUPERSEDED SURVEY CONTROL
 GR0817
 GR0817  NAD 83(1994)-  36 40 40.21173(N)    114 30 41.09046(W) AD(       ) 2
 GR0817  NAD 83(1992)-  36 40 40.21085(N)    114 30 41.09106(W) AD(       ) 2
 GR0817  NAD 83(1986)-  36 40 40.20537(N)    114 30 41.08599(W) AD(       ) 2
 GR0817  NAD 27      -  36 40 40.29700(N)    114 30 38.15000(W) AD(       ) 2
 GR0817  NGVD 29 (??/??/92)  624.033  (m)         2047.35   (f) ADJ UNCH    2 0
 GR0817
 GR0817.Superseded values are not recommended for survey control.
 GR0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0817.See file dsdata.txt to determine how the superseded data were derived.
 GR0817
 GR0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2237562020(NAD 83)
 GR0817_MARKER: DS = TRIANGULATION STATION DISK
 GR0817_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GR0817_SP_SET: UNSPEC. ROCK
 GR0817_STAMPING: ACE 1957
 GR0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0817
 GR0817  HISTORY     - Date     Condition        Report By
 GR0817  HISTORY     - 1957     MONUMENTED       CGS
 GR0817  HISTORY     - 1957     GOOD             CGS
 GR0817  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0817
 GR0817                          STATION DESCRIPTION
 GR0817
 GR0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR0817'THE STATION IS LOCATED ON A SMALL TABLE TOP MESA OVERLOOKING
 GR0817'OVERTON AND LOGANDALE TO THE SOUTH ABOUT 3 MILES AIRLINE ENE
 GR0817'OF GLENDALE, 1 MILE AIRLINE NE OF THE JUNCTION OF U.S. HIGHWAY
 GR0817'91 AND STATE HIGHWAY 12 AND ABOUT 0.15 MILE S OF A DEEP
 GR0817'HIGHWAY CUTBANK COMING UP ON TOP OF MORMOM MESA.  (NOTE--A LINE
 GR0817'OF POWER POLES CROSSES THE NW CORNER OF THIS HILL.
 GR0817'
 GR0817'THE STATION IS SET ON THE SOUTHERN TIP OF THE MESA.  IT IS A
 GR0817'STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK AND
 GR0817'IT IS STAMPED ACE 1957 AND PROJECTS ABOUT 2 INCHES AND IT IS
 GR0817'6.8 FEET NNW OF A WHITE WITNESS POST.
 GR0817'
 GR0817'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 GR0817'OUTCROPPING BEDROCK AND IT IS STAMPED ACE NO 1 1957 AND PROJECTS
 GR0817'2 INCHES.
 GR0817'
 GR0817'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 GR0817'OUTCROPPING BEDROCK AND IT IS STAMPED ACE NO 2 1957 AND IT IS
 GR0817'FLUSH WITH THE GROUND SURFACE.
 GR0817'
 GR0817'BEST REACHED FROM THE STANDARD SERVICE STATION IN GLENDALE, GO
 GR0817'EASTERLY ON U.S. HIGHWAY 91 FOR 2.7 MILES TO THE JUNCTION OF
 GR0817'STATE HIGHWAY 12, CONTINUE EASTERLY ON U.S. HIGHWAY 91 FOR 1.2
 GR0817'MILE TO TOP OF HILL AND SUMMIT OF MORMON MESA AND A PARKING AREA
 GR0817'ON THE RIGHT, TURN RIGHT (SOUTH) THEN RIGHT AGAIN PARELLING
 GR0817'HIGHWAY ON OLD HIGHWAY FOR 0.2 MILE, HERE TURN LEFT OFF OLD
 GR0817'ROAD ON TO POWER LINE ROAD SW ACROSS A VERY NARROW CONNECTING
 GR0817'LEDGE, THEN ACROSS SMALL FLAT MESA TO STATION FOR 0.2 MILE.
 GR0817
 GR0817                          STATION RECOVERY (1957)
 GR0817
 GR0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GR0817'3.6 MI ENE FROM GLENDALE.
 GR0817'3.6 MILES EAST AND NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE STANDARD
 GR0817'SERVICE STATION IN GLENDALE, 0.9 MILE EAST OF JUNCTION WITH STATE
 GR0817'ROUTE 12, TO THE SUMMIT OF MORMON MESA, TURN SOUTH FOR ABOUT 100 FEET
 GR0817'TO A GRAVELED ROAD PARALLEL TO THE HIGHWAY, THENCE WEST AND SOUTHWEST
 GR0817'0.25 MILE ON GRAVELLED ROAD TO 3 POWER LINE POLES ON THE LEFT, THENCE
 GR0817'SOUTHERLY ON POWER LINE MAINTENANCE ROAD (DIM TRACK ROAD) ACROSS
 GR0817'NARROW CONNECTING LEDGE 0.35 MILE TO THE SOUTHERN MOST TIP OF A SMALL
 GR0817'FLAT TOPPED MESA AND STATION, 7 FEET NORTH OF A 4 X 4 WHITE WITNESS
 GR0817'POST.  A STANDARD DISK SET IN ROCK AND PROJECTS ABOUT 3 INCHES.
 GR0817
 GR0817                          STATION RECOVERY (1982)
 GR0817
 GR0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0818 ***********************************************************************
 GR0818  DESIGNATION -  ACE RM 1
 GR0818  PID         -  GR0818
 GR0818  STATE/COUNTY-  NV/CLARK
 GR0818  USGS QUAD   -  MOAPA EAST (1983)
 GR0818
 GR0818                         *CURRENT SURVEY CONTROL
 GR0818  ___________________________________________________________________
 GR0818* NAD 83(1986)-  36 40 40.     (N)    114 30 41.     (W)     SCALED    
 GR0818* NAVD 88     -       624.303  (meters)    2048.23   (feet)  POSTED    
 GR0818  ___________________________________________________________________
 GR0818  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 GR0818  DYNAMIC HT  -         623.700 (meters)    2046.26  (feet)  COMP
 GR0818  MODELED GRAV-     979,648.9   (mgal)                       NAVD 88
 GR0818
 GR0818  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0818
 GR0818.The horizontal coordinates were scaled from a topographic map and have
 GR0818.an estimated accuracy of +/- 6 seconds.
 GR0818
 GR0818.The orthometric height was determined by differential leveling
 GR0818.and adjusted by the National Geodetic Survey in 1992..
 GR0818.No vertical observational check was made to the station.
 GR0818.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0818.was located on a no-check spur therefore a value was not computed.
 GR0818
 GR0818.The geoid height was determined by GEOID03.
 GR0818
 GR0818.The dynamic height is computed by dividing the NAVD 88
 GR0818.geopotential number by the normal gravity value computed on the
 GR0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0818.degrees latitude (g = 980.6199 gals.).
 GR0818
 GR0818.The modeled gravity was interpolated from observed gravity values.
 GR0818
 GR0818;                    North         East    Units  Estimated Accuracy
 GR0818;SPC NV E     - 8,214,410.      295,810.      MT  (+/- 180 meters Scaled)
 GR0818
 GR0818                          SUPERSEDED SURVEY CONTROL
 GR0818
 GR0818  NGVD 29 (??/??/92)  623.639  (m)         2046.06   (f) ADJ UNCH    2 0
 GR0818
 GR0818.Superseded values are not recommended for survey control.
 GR0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0818.See file dsdata.txt to determine how the superseded data were derived.
 GR0818
 GR0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA223620(NAD 83)
 GR0818_MARKER: DR = REFERENCE MARK DISK
 GR0818_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GR0818_SP_SET: UNSPEC. ROCK
 GR0818_STAMPING: ACE NO 2 1957
 GR0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0818
 GR0818  HISTORY     - Date     Condition        Report By
 GR0818  HISTORY     - 1957     MONUMENTED       CGS
 GR0818  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0818
 GR0818                          STATION DESCRIPTION
 GR0818
 GR0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0818'3.6 MI ENE FROM GLENDALE.
 GR0818'3.6 MILES EAST AND NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE STANDARD
 GR0818'SERVICE STATION IN GLENDALE, 0.9 MILE EAST OF JUNCTION WITH STATE
 GR0818'ROUTE 12, TO THE SUMMIT OF MORMON MESA, TURN SOUTH FOR ABOUT 100 FEET
 GR0818'TO A GRAVELLED ROAD PARALLEL TO THE HIGHWAY, THENCE WEST AND SOUTHWEST
 GR0818'0.25 MILE ON GRAVELLED ROAD TO 3 POWER LINE POLES ON THE LEFT, THENCE
 GR0818'SOUTHERLY ON POWER LINE MAINTENANCE ROAD (DIM TRACK ROAD) ACROSS
 GR0818'NARROW CONNECTING LEDGE 0.35 MILE TO THE SOUTHERN MOST TIP OF A SMALL
 GR0818'FLAT TOPPED MESA AND STATION SITE, 30 FEET SOUTHWEST OF THE WEST EDGE
 GR0818'OF MESA, 39.64 FEET SOUTHWEST OF THE STATION.  A STANDARD DISK SET IN
 GR0818'ROCK AND FLUSH WITH THE GROUND SURFACE.
 GR0818
 GR0818                          STATION RECOVERY (1982)
 GR0818
 GR0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0816 ***********************************************************************
 GR0816  DESIGNATION -  ACE RM 2
 GR0816  PID         -  GR0816
 GR0816  STATE/COUNTY-  NV/CLARK
 GR0816  USGS QUAD   -  MOAPA EAST (1983)
 GR0816
 GR0816                         *CURRENT SURVEY CONTROL
 GR0816  ___________________________________________________________________
 GR0816* NAD 83(1986)-  36 40 40.     (N)    114 30 41.     (W)     SCALED    
 GR0816* NAVD 88     -       624.652  (meters)    2049.38   (feet)  POSTED    
 GR0816  ___________________________________________________________________
 GR0816  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 GR0816  DYNAMIC HT  -         624.050 (meters)    2047.40  (feet)  COMP
 GR0816  MODELED GRAV-     979,648.9   (mgal)                       NAVD 88
 GR0816
 GR0816  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0816
 GR0816.The horizontal coordinates were scaled from a topographic map and have
 GR0816.an estimated accuracy of +/- 6 seconds.
 GR0816
 GR0816.The orthometric height was determined by differential leveling
 GR0816.and adjusted by the National Geodetic Survey in 1992..
 GR0816.No vertical observational check was made to the station.
 GR0816.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0816.was located on a no-check spur therefore a value was not computed.
 GR0816
 GR0816.The geoid height was determined by GEOID03.
 GR0816
 GR0816.The dynamic height is computed by dividing the NAVD 88
 GR0816.geopotential number by the normal gravity value computed on the
 GR0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0816.degrees latitude (g = 980.6199 gals.).
 GR0816
 GR0816.The modeled gravity was interpolated from observed gravity values.
 GR0816
 GR0816;                    North         East    Units  Estimated Accuracy
 GR0816;SPC NV E     - 8,214,410.      295,810.      MT  (+/- 180 meters Scaled)
 GR0816
 GR0816                          SUPERSEDED SURVEY CONTROL
 GR0816
 GR0816  NGVD 29 (??/??/92)  623.987  (m)         2047.20   (f) ADJ UNCH    2 0
 GR0816
 GR0816.Superseded values are not recommended for survey control.
 GR0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0816.See file dsdata.txt to determine how the superseded data were derived.
 GR0816
 GR0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA223620(NAD 83)
 GR0816_MARKER: DR = REFERENCE MARK DISK
 GR0816_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GR0816_SP_SET: UNSPEC ROCK
 GR0816_STAMPING: ACE NO 2 1957
 GR0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0816
 GR0816  HISTORY     - Date     Condition        Report By
 GR0816  HISTORY     - 1957     MONUMENTED       CGS
 GR0816  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0816
 GR0816                          STATION DESCRIPTION
 GR0816
 GR0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0816'3.6 MI ENE FROM GLENDALE.
 GR0816'3.6 MILES EAST AND NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE STANDARD
 GR0816'SERVICE STATION IN GLENDALE, 0.9 MILE EAST OF JUNCTION WITH STATE
 GR0816'ROUTE 12, TO THE SUMMIT OF MORMON MESA, TURN SOUTH FOR ABOUT 100 FEET
 GR0816'TO A GRAVELED ROAD PARALLED TO THE HIGHWAY, THENCE WEST AND SOUTHWEST
 GR0816'0.25 MILE ON GRAVELLED ROAD TO 3 POWER LINE POLES ON THE LEFT, THENCE
 GR0816'SOUTHERLY ON POWER LINE MAINTENANCE ROAD (DIM TRACK ROAD ACROSS NARROW
 GR0816'CONNECTING LEDGE 0.35 MILE TO THE SOUTHERN MOST TIPP OF A SMALL FLAT
 GR0816'TOPPED MESA AND STATION SITE, 32.45 FEET NORTHWEST OF THE STATION. A
 GR0816'STANDARD DISK SET IN ROCK AND FLUSH WITH THE GROUND SURFACE.
 GR0816
 GR0816                          STATION RECOVERY (1982)
 GR0816
 GR0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0826 ***********************************************************************
 MT0826  DESIGNATION -  ACKLER
 MT0826  PID         -  MT0826
 MT0826  STATE/COUNTY-  NV/ELKO
 MT0826  USGS QUAD   -  DEETH (1967)
 MT0826
 MT0826                         *CURRENT SURVEY CONTROL
 MT0826  ___________________________________________________________________
 MT0826* NAD 83(1994)-  41 02 03.22725(N)    115 15 53.32489(W)     ADJUSTED  
 MT0826* NAVD 88     -      1663.7    (meters)    5458.     (feet)  VERTCON   
 MT0826  ___________________________________________________________________
 MT0826  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 MT0826  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 MT0826
 MT0826  HORZ ORDER  -  SECOND
 MT0826
 MT0826.The horizontal coordinates were established by classical geodetic methods
 MT0826.and adjusted by the National Geodetic Survey in June 1998..
 MT0826
 MT0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0826
 MT0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0826
 MT0826.The geoid height was determined by GEOID03.
 MT0826
 MT0826;                    North         East     Units Scale Factor Converg.
 MT0826;SPC NV E     - 8,697,495.447   226,782.284   MT  0.99990883   +0 12 32.8
 MT0826;SPC NV E     -28,535,032.98    744,034.88   sFT  0.99990883   +0 12 32.8
 MT0826;UTM  11      - 4,544,007.149   645,859.527   MT  0.99986185   +1 08 21.7
 MT0826
 MT0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0826!SPC NV E     -   0.99974190  x   0.99990883  =   0.99965075
 MT0826!UTM  11      -   0.99974190  x   0.99986185  =   0.99960378
 MT0826
 MT0826|---------------------------------------------------------------------|
 MT0826| PID    Reference Object                     Distance      Geod. Az  |
 MT0826|                                                           dddmmss.s |
 MT0826| DD5265 ACKLER RM 1                           6.427 METERS 01959     |
 MT0826| DD5266 ACKLER RM 2                           7.638 METERS 16028     |
 MT0826| MT0828 REED                                APPROX.10.4 KM 2504933.3 |
 MT0826|---------------------------------------------------------------------|
 MT0826
 MT0826                          SUPERSEDED SURVEY CONTROL
 MT0826
 MT0826  NAD 83(1994)-  41 02 03.22561(N)    115 15 53.32009(W) AD(       ) 2
 MT0826  NAD 83(1986)-  41 02 03.22484(N)    115 15 53.31968(W) AD(       ) 2
 MT0826  NAD 27      -  41 02 03.51040(N)    115 15 50.11924(W) AD(       ) 2
 MT0826  NGVD 29 (07/19/86) 1662.5    (m)         5454.     (f) VERT ANG       
 MT0826
 MT0826.Superseded values are not recommended for survey control.
 MT0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0826.See file dsdata.txt to determine how the superseded data were derived.
 MT0826
 MT0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF4586044007(NAD 83)
 MT0826_MARKER: DS = TRIANGULATION STATION DISK
 MT0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MT0826
 MT0826  HISTORY     - Date     Condition        Report By
 MT0826  HISTORY     - 1957     MONUMENTED       CGS
 MT0826  HISTORY     - 1963     GOOD             USAF
 MT0826
 MT0826                          STATION DESCRIPTION
 MT0826
 MT0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0826'THE STATION IS ABOUT 2 MILES SOUTH OF DEETH POST OFFICE ON THE
 MT0826'EAST RIGHT-OF-WAY OF THE STARR VALLEY ROAD.  ABOUT 1/2 MILE NORTH
 MT0826'OF ACKLER CREEK.
 MT0826'
 MT0826'TO REACH FROM DEETH POST OFFICE, GO SOUTHWESTERLY FOR 0.4 MILE
 MT0826'TO U.S. HIGHWAY 40.  TURN LEFT, SOUTHEAST.  ON U.S. HIGHWAY 40 FOR
 MT0826'0.3 MILE TO THE JUNCTION WITH STARR VALLEY ROAD.  CONTINUE SOUTH ON
 MT0826'ROAD TOWARDS STARR VALLEY FOR 0.6 MILE TO A FORK.  KEEP RIGHT
 MT0826'FORK AS PER SIGN STARR VALLEY-RUBY VALLEY AND GO SOUTH FOR 0.75
 MT0826'MILE TO THE STATION ON THE LEFT, EAST SIDE OF THE ROAD.
 MT0826'
 MT0826'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 MT0826'SET IN CONCRETE CYLINDERS.
 MT0826'
 MT0826'THE STATION MARK, STAMPED ACKLER 1957, PROJECTS ABOUT 4 INCHES.  IT
 MT0826'IS 33 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 4-1/2 FEET
 MT0826'WEST OF THE FENCE LINE, 6-1/2 FEET NORTH OF A WITNESS POST AND
 MT0826'ABOUT ON LINE WITH THE LINE OF POWER POLES.
 MT0826'
 MT0826'REFERENCE MARK 1, STAMPED ACKLER NO 1 1957, PROJECTS ABOUT 6
 MT0826'INCHES.  IT IS IN THE FIELD, 3 FEET EAST OF THE NORTH-SOUTH
 MT0826'FENCE LINE.
 MT0826'
 MT0826'REFERENCE MARK 2, STAMPED ACKLER NO 2 1957, PROJECTS ABOUT 8
 MT0826'INCHES.  IT IS ALSO 3 FEET EAST OF THE FENCE LINE.
 MT0826
 MT0826                          STATION RECOVERY (1963)
 MT0826
 MT0826'RECOVERY NOTE BY US AIR FORCE 1963
 MT0826'STATION RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0467 ***********************************************************************
 LS0467  DESIGNATION -  ACME
 LS0467  PID         -  LS0467
 LS0467  STATE/COUNTY-  NV/PERSHING
 LS0467  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0467
 LS0467                         *CURRENT SURVEY CONTROL
 LS0467  ___________________________________________________________________
 LS0467* NAD 83(1994)-  40 25 03.27768(N)    118 17 39.05898(W)     ADJUSTED  
 LS0467* NAVD 88     -      1306.086  (meters)    4285.05   (feet)  ADJUSTED  
 LS0467  ___________________________________________________________________
 LS0467  LAPLACE CORR-           6.99  (seconds)                    DEFLEC99
 LS0467  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 LS0467  DYNAMIC HT  -        1305.028 (meters)    4281.58  (feet)  COMP
 LS0467  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 LS0467
 LS0467  HORZ ORDER  -  SECOND
 LS0467  VERT ORDER  -  SECOND    CLASS 0
 LS0467
 LS0467.The horizontal coordinates were established by classical geodetic methods
 LS0467.and adjusted by the National Geodetic Survey in June 1998..
 LS0467
 LS0467.The orthometric height was determined by differential leveling
 LS0467.and adjusted by the National Geodetic Survey in June 1991..
 LS0467
 LS0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0467
 LS0467.The geoid height was determined by GEOID03.
 LS0467
 LS0467.The dynamic height is computed by dividing the NAVD 88
 LS0467.geopotential number by the normal gravity value computed on the
 LS0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0467.degrees latitude (g = 980.6199 gals.).
 LS0467
 LS0467.The modeled gravity was interpolated from observed gravity values.
 LS0467
 LS0467;                    North         East     Units Scale Factor Converg.
 LS0467;SPC NV W     - 4,629,015.142   824,538.158   MT  0.99990741   +0 11 14.9
 LS0467;SPC NV W     -15,187,027.18  2,705,172.27   sFT  0.99990741   +0 11 14.9
 LS0467;UTM  11      - 4,474,909.925   390,203.275   MT  0.99974839   -0 50 21.0
 LS0467
 LS0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0467!SPC NV W     -   0.99979861  x   0.99990741  =   0.99970604
 LS0467!UTM  11      -   0.99979861  x   0.99974839  =   0.99954705
 LS0467
 LS0467:                Primary Azimuth Mark                     Grid Az
 LS0467:SPC NV W     -  RYE                                      009 38 24.2
 LS0467:UTM  11      -  RYE                                      010 40 00.1
 LS0467
 LS0467|---------------------------------------------------------------------|
 LS0467| PID    Reference Object                     Distance      Geod. Az  |
 LS0467|                                                           dddmmss.s |
 LS0467| LS0184 RYE                                 APPROX. 3.5 KM 0094939.1 |
 LS0467| LS0179 ACME RM 1                            11.985 METERS 04357     |
 LS0467| LS0482 ACME 2                               26.401 METERS 09448     |
 LS0467| LS0180 ACME RM 2                            12.180 METERS 31507     |
 LS0467|---------------------------------------------------------------------|
 LS0467
 LS0467                          SUPERSEDED SURVEY CONTROL
 LS0467
 LS0467  NAD 83(1986)-  40 25 03.28409(N)    118 17 39.05529(W) AD(       ) 2
 LS0467  NAD 27      -  40 25 03.61790(N)    118 17 35.53080(W) AD(       ) 2
 LS0467  NGVD 29 (??/??/92) 1305.09   (m)         4281.8    (f) COMPUTED    2 0
 LS0467
 LS0467.Superseded values are not recommended for survey control.
 LS0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0467.See file dsdata.txt to determine how the superseded data were derived.
 LS0467
 LS0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE9020374910(NAD 83)
 LS0467_MARKER: DS = TRIANGULATION STATION DISK
 LS0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0467_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LS0467
 LS0467  HISTORY     - Date     Condition        Report By
 LS0467  HISTORY     - 1957     MONUMENTED       CGS
 LS0467  HISTORY     - 1961     GOOD             NVDH
 LS0467
 LS0467                          STATION DESCRIPTION
 LS0467
 LS0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0467'THE STATION IS LOCATED ABOUT 19 MILES NORTHEAST OF LOVELOCK,
 LS0467'ON THE EAST SIDE OF U.S. HIGHWAY 40.  IT IS IN A FLAT AREA,
 LS0467'ON THE NORTH SIDE OF A SHALLOW DRAW.
 LS0467'
 LS0467'TO REACH FROM THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY
 LS0467'40 IN LOVELOCK, GO NORTHEAST ON THE HIGHWAY FOR 13.6 MILES TO
 LS0467'OREANA.  CONTINUE NORTHEAST ON THE HIGHWAY FOR 5.9 MILES
 LS0467'TO A SIDE ROAD RIGHT AT A WIRE GATE.  TURN RIGHT (EAST) THROUGH
 LS0467'GATE, THEN BEAR NORTH ALONG THE FENCE FOR 0.1 MILE TO STATION
 LS0467'ON RIGHT.
 LS0467'
 LS0467'THE STATION MARK, STAMPED ACME 1957, IS A STANDARD BRONZE
 LS0467'DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 LS0467'6 INCHES.  IT IS 145 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LS0467'85 FEET EAST OF THE FENCE, AND 3 FEET SOUTH-SOUTHEAST OF A
 LS0467'WHITE WITNESS POST.
 LS0467'
 LS0467'REFERENCE MARK NO. 1, STAMPED ACME NO 1 1957, IS A STANDARD
 LS0467'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 LS0467'1 INCH.
 LS0467'
 LS0467'REFERENCE MARK NO. 2, STAMPED ACME NO 2 1957, IS A STANDARD
 LS0467'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 LS0467'FLUSH WITH THE SURFACE OF THE GROUND.
 LS0467
 LS0467                          STATION RECOVERY (1961)
 LS0467
 LS0467'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 LS0467'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO
 LS0467'BE IN GOOD CONDITION.  PENDING CONSTRUCTION MADE IT NECESSARY
 LS0467'TO REMOVE THIS STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AFTER
 LS0467'ESTABLISHING ACME 2 1961 AND REFERENCE MARKS NO. 3 AND NO. 4.
 LS0467'
 LS0467'SEE DESCRIPTION FOR ACME 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0482 ***********************************************************************
 LS0482  DESIGNATION -  ACME 2
 LS0482  PID         -  LS0482
 LS0482  STATE/COUNTY-  NV/PERSHING
 LS0482  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0482
 LS0482                         *CURRENT SURVEY CONTROL
 LS0482  ___________________________________________________________________
 LS0482* NAD 83(1994)-  40 25 03.20615(N)    118 17 37.94305(W)     ADJUSTED  
 LS0482* NAVD 88     -      1305.950  (meters)    4284.60   (feet)  ADJUSTED  
 LS0482  ___________________________________________________________________
 LS0482  LAPLACE CORR-           7.03  (seconds)                    DEFLEC99
 LS0482  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 LS0482  DYNAMIC HT  -        1304.892 (meters)    4281.13  (feet)  COMP
 LS0482  MODELED GRAV-     979,770.6   (mgal)                       NAVD 88
 LS0482
 LS0482  HORZ ORDER  -  THIRD
 LS0482  VERT ORDER  -  FIRST     CLASS II
 LS0482
 LS0482.The horizontal coordinates were established by classical geodetic methods
 LS0482.and adjusted by the National Geodetic Survey in June 1998..
 LS0482.No horizontal observational check was made to the station.
 LS0482
 LS0482.The orthometric height was determined by differential leveling
 LS0482.and adjusted by the National Geodetic Survey in June 1991..
 LS0482
 LS0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0482
 LS0482.The geoid height was determined by GEOID03.
 LS0482
 LS0482.The dynamic height is computed by dividing the NAVD 88
 LS0482.geopotential number by the normal gravity value computed on the
 LS0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0482.degrees latitude (g = 980.6199 gals.).
 LS0482
 LS0482.The modeled gravity was interpolated from observed gravity values.
 LS0482
 LS0482;                    North         East     Units Scale Factor Converg.
 LS0482;SPC NV W     - 4,629,013.022   824,564.471   MT  0.99990743   +0 11 15.6
 LS0482;SPC NV W     -15,187,020.22  2,705,258.60   sFT  0.99990743   +0 11 15.6
 LS0482;UTM  11      - 4,474,907.334   390,229.542   MT  0.99974832   -0 50 20.3
 LS0482
 LS0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0482!SPC NV W     -   0.99979863  x   0.99990743  =   0.99970608
 LS0482!UTM  11      -   0.99979863  x   0.99974832  =   0.99954700
 LS0482
 LS0482:                Primary Azimuth Mark                     Grid Az
 LS0482:SPC NV W     -  RYE                                      009 12 43.7
 LS0482:UTM  11      -  RYE                                      010 14 19.6
 LS0482
 LS0482|---------------------------------------------------------------------|
 LS0482| PID    Reference Object                     Distance      Geod. Az  |
 LS0482|                                                           dddmmss.s |
 LS0482| LS0184 RYE                                 APPROX. 3.5 KM 0092359.3 |
 LS0482| LS0182 ACME 2 RM 4                           8.147 METERS 10232     |
 LS0482| LS0181 ACME 2 RM 3                          10.111 METERS 18656     |
 LS0482|---------------------------------------------------------------------|
 LS0482
 LS0482                          SUPERSEDED SURVEY CONTROL
 LS0482
 LS0482  NAD 83(1986)-  40 25 03.21256(N)    118 17 37.93936(W) AD(       ) 3
 LS0482  NAD 27      -  40 25 03.54640(N)    118 17 34.41490(W) AD(       ) 3
 LS0482
 LS0482.Superseded values are not recommended for survey control.
 LS0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0482.See file dsdata.txt to determine how the superseded data were derived.
 LS0482
 LS0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE9023074907(NAD 83)
 LS0482_MARKER: DS = TRIANGULATION STATION DISK
 LS0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0482_SP_SET: CONCRETE POST
 LS0482_STAMPING: ACME 2 1961
 LS0482_MARK LOGO: CGS   
 LS0482_PROJECTION: FLUSH
 LS0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0482+STABILITY: SURFACE MOTION
 LS0482
 LS0482  HISTORY     - Date     Condition        Report By
 LS0482  HISTORY     - 1961     MONUMENTED       NVDH
 LS0482  HISTORY     - 1986     GOOD             NGS
 LS0482
 LS0482                          STATION DESCRIPTION
 LS0482
 LS0482'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 LS0482'STATION IS LOCATED ABOUT 19 MILES NORTHEAST OF LOVELOCK ON THE
 LS0482'EAST SIDE OF U.S. HIGHWAY 40.  IT IS IN A FLAT AREA ON THE NORTH
 LS0482'SIDE OF A SHALLOW DRAW, 231 FEET EAST OF THE CENTERLINE OF THE
 LS0482'EASTBOUND LANE OF HIGHWAY 40, 3 FEET SOUTH OF A WITNESS POST,
 LS0482'PROJECTS 3 INCHES AND THE DISK IS STAMPED ACME 2 1961.
 LS0482'
 LS0482'REFERENCE MARK NO. 3 IS 240 FEET EAST OF THE CENTERLINE OF THE
 LS0482'EASTBOUND LANE OF THE HIGHWAY, PROJECTS 6 INCHES AND THE
 LS0482'DISK IS STAMPED ACME 2 NO 3 1961.
 LS0482'
 LS0482'REFERENCE MARK NO. 4 IS 262 FEET EAST OF THE EASTBOUND LANE
 LS0482'OF THE HIGHWAY, PROJECTS ONE INCH AND THE DISK IS STAMPED
 LS0482'ACME 2 NO 4 1961.
 LS0482'
 LS0482'NO AZIMUTH MARK WAS SET.
 LS0482'
 LS0482'TO REACH FROM MAIN STREET AND THE JUNCTION OF U.S. HIGHWAY
 LS0482'40 IN LOVELOCK, GO NORTHEAST ON HIGHWAY FOR 13.6 MILES TO
 LS0482'OREANA, CONTINUE ON HIGHWAY FOR 5.9 MILES TO A SIDE ROAD RIGHT
 LS0482'AT WIRE GATE, TURN RIGHT, THROUGH GATE AND BEAR NORTH ALONG
 LS0482'THE FENCE FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 LS0482
 LS0482                          STATION RECOVERY (1986)
 LS0482
 LS0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0482'8.0 KM (5.0 MI) NORTH FROM OREANA.
 LS0482'8.0 KM (5.0 MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS IN
 LS0482'OREANA, 0.40 KM (0.25 MI) SOUTH OF MILEPOST 126, 70.3 METERS (230.5
 LS0482'FT) EAST OF THE CENTERLINE OF THE EASTBOUND LANES, 10.1 METERS (33.0
 LS0482'FT) NORTH OF RM 3, 9.8 METERS (32.0 FT) EAST OF A FENCE, 8.1 METERS
 LS0482'(26.5 FT) WEST OF RM 4.
 LS0482'THE MARK IS 9.7 METERS  W FROM  A WITNESS POST
 LS0482'THE MARK IS 1.5 M ABOVE THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0179 ***********************************************************************
 LS0179  DESIGNATION -  ACME RM 1
 LS0179  PID         -  LS0179
 LS0179  STATE/COUNTY-  NV/PERSHING
 LS0179  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0179
 LS0179                         *CURRENT SURVEY CONTROL
 LS0179  ___________________________________________________________________
 LS0179* NAD 83(1986)-  40 25 03.     (N)    118 17 39.     (W)     SCALED    
 LS0179* NAVD 88     -      1305.958  (meters)    4284.63   (feet)  ADJUSTED  
 LS0179  ___________________________________________________________________
 LS0179  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 LS0179  DYNAMIC HT  -        1304.900 (meters)    4281.16  (feet)  COMP
 LS0179  MODELED GRAV-     979,770.5   (mgal)                       NAVD 88
 LS0179
 LS0179  VERT ORDER  -  SECOND    CLASS 0
 LS0179
 LS0179.The horizontal coordinates were scaled from a topographic map and have
 LS0179.an estimated accuracy of +/- 6 seconds.
 LS0179
 LS0179.The orthometric height was determined by differential leveling
 LS0179.and adjusted by the National Geodetic Survey in June 1991..
 LS0179
 LS0179.The geoid height was determined by GEOID03.
 LS0179
 LS0179.The dynamic height is computed by dividing the NAVD 88
 LS0179.geopotential number by the normal gravity value computed on the
 LS0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0179.degrees latitude (g = 980.6199 gals.).
 LS0179
 LS0179.The modeled gravity was interpolated from observed gravity values.
 LS0179
 LS0179;                    North         East    Units  Estimated Accuracy
 LS0179;SPC NV W     - 4,629,010.      824,540.      MT  (+/- 180 meters Scaled)
 LS0179
 LS0179                          SUPERSEDED SURVEY CONTROL
 LS0179
 LS0179  NGVD 29 (??/??/92) 1304.96   (m)         4281.4    (f) COMPUTED    2 0
 LS0179
 LS0179.Superseded values are not recommended for survey control.
 LS0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0179.See file dsdata.txt to determine how the superseded data were derived.
 LS0179
 LS0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE902749(NAD 83)
 LS0179_MARKER: DR = REFERENCE MARK DISK
 LS0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0179_STAMPING: ACME NO 1 1957
 LS0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0179+STABILITY: SURFACE MOTION
 LS0179
 LS0179  HISTORY     - Date     Condition        Report By
 LS0179  HISTORY     - 1957     MONUMENTED       CGS
 LS0179
 LS0179                          STATION DESCRIPTION
 LS0179
 LS0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0179'2.1 MI S FROM RYE PATCH.
 LS0179'0.1 MILE EAST ALONG A DIRT ROAD FROM THE SECTION HOUSE AT RYE PATCH,
 LS0179'THENCE 2.0 MILES SOUTH ALONG U.S. HIGHWAY 40, 167.0 FEET EAST OF
 LS0179'CENTER LINE OF HIGHWAY, 39.3 FEET NORTHEAST OF STATION MARK, SET IN A
 LS0179'ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0180 ***********************************************************************
 LS0180  DESIGNATION -  ACME RM 2
 LS0180  PID         -  LS0180
 LS0180  STATE/COUNTY-  NV/PERSHING
 LS0180  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0180
 LS0180                         *CURRENT SURVEY CONTROL
 LS0180  ___________________________________________________________________
 LS0180* NAD 83(1986)-  40 25 03.     (N)    118 17 39.     (W)     SCALED    
 LS0180* NAVD 88     -      1305.455  (meters)    4282.98   (feet)  ADJUSTED  
 LS0180  ___________________________________________________________________
 LS0180  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 LS0180  DYNAMIC HT  -        1304.398 (meters)    4279.51  (feet)  COMP
 LS0180  MODELED GRAV-     979,770.5   (mgal)                       NAVD 88
 LS0180
 LS0180  VERT ORDER  -  SECOND    CLASS 0
 LS0180
 LS0180.The horizontal coordinates were scaled from a topographic map and have
 LS0180.an estimated accuracy of +/- 6 seconds.
 LS0180
 LS0180.The orthometric height was determined by differential leveling
 LS0180.and adjusted by the National Geodetic Survey in June 1991..
 LS0180
 LS0180.The geoid height was determined by GEOID03.
 LS0180
 LS0180.The dynamic height is computed by dividing the NAVD 88
 LS0180.geopotential number by the normal gravity value computed on the
 LS0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0180.degrees latitude (g = 980.6199 gals.).
 LS0180
 LS0180.The modeled gravity was interpolated from observed gravity values.
 LS0180
 LS0180;                    North         East    Units  Estimated Accuracy
 LS0180;SPC NV W     - 4,629,010.      824,540.      MT  (+/- 180 meters Scaled)
 LS0180
 LS0180                          SUPERSEDED SURVEY CONTROL
 LS0180
 LS0180  NGVD 29 (??/??/92) 1304.46   (m)         4279.7    (f) COMPUTED    2 0
 LS0180
 LS0180.Superseded values are not recommended for survey control.
 LS0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0180.See file dsdata.txt to determine how the superseded data were derived.
 LS0180
 LS0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE902749(NAD 83)
 LS0180_MARKER: DR = REFERENCE MARK DISK
 LS0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0180_STAMPING: ACME NO 2 1957
 LS0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0180+STABILITY: SURFACE MOTION
 LS0180
 LS0180  HISTORY     - Date     Condition        Report By
 LS0180  HISTORY     - 1957     MONUMENTED       CGS
 LS0180
 LS0180                          STATION DESCRIPTION
 LS0180
 LS0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0180'2.1 MI S FROM RYE PATCH.
 LS0180'0.1 MILE EAST ALONG A DIRT ROAD FROM THE SECTION HOUSE AT RYE PATCH,
 LS0180'THENCE 2.0 MILES SOUTH ALONG U.S. HIGHWAY 40, 112.0 FEET EAST OF
 LS0180'CENTER LINE OF HIGHWAY, 40.0 FEET NORTHWEST OF STATION MARK, SET IN A
 LS0180'ROUND CONCRETE POST PROJECTING 1 INCH ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1191 ***********************************************************************
 FS1191  DESIGNATION -  ADALAC
 FS1191  PID         -  FS1191
 FS1191  STATE/COUNTY-  NV/CLARK
 FS1191  USGS QUAD   -  DESERT (1985)
 FS1191
 FS1191                         *CURRENT SURVEY CONTROL
 FS1191  ___________________________________________________________________
 FS1191* NAD 83(1994)-  35 35 51.13774(N)    115 16 19.62150(W)     ADJUSTED  
 FS1191* NAVD 88     -      1742.7    (meters)    5718.     (feet)  VERTCON   
 FS1191  ___________________________________________________________________
 FS1191  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 FS1191  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FS1191
 FS1191  HORZ ORDER  -  SECOND
 FS1191
 FS1191.The horizontal coordinates were established by classical geodetic methods
 FS1191.and adjusted by the National Geodetic Survey in June 1998..
 FS1191
 FS1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1191
 FS1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1191
 FS1191.The geoid height was determined by GEOID03.
 FS1191
 FS1191;                    North         East     Units Scale Factor Converg.
 FS1191;SPC NV E     - 8,094,064.265   228,199.510   MT  0.99990980   +0 10 52.2
 FS1191;SPC NV E     -26,555,275.84    748,684.56   sFT  0.99990980   +0 10 52.2
 FS1191;SPC CA 5     -   736,035.361 2,247,176.956   MT  1.00003115   +1 33 17.7
 FS1191;SPC CA 5     - 2,414,809.35  7,372,613.06   sFT  1.00003115   +1 33 17.7
 FS1191;UTM  11      - 3,940,685.140   656,525.105   MT  0.99990192   +1 00 21.5
 FS1191
 FS1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1191!SPC NV E     -   0.99973102  x   0.99990980  =   0.99964085
 FS1191!SPC CA 5     -   0.99973102  x   1.00003115  =   0.99976217
 FS1191!UTM  11      -   0.99973102  x   0.99990192  =   0.99963297
 FS1191
 FS1191|---------------------------------------------------------------------|
 FS1191| PID    Reference Object                     Distance      Geod. Az  |
 FS1191|                                                           dddmmss.s |
 FS1191| CC4542 ADALAC COPPER PLUG SE                              17344     |
 FS1191| FS1190 CALADA                                1.277 METERS 19543     |
 FS1191| CS5927 CALADA                                1.283 METERS 19846     |
 FS1191| FS1193 T 126                               APPROX. 7.5 KM 2470728.6 |
 FS1191| CC4541 ADALAC COPPER PLUG NW                              28744     |
 FS1191|---------------------------------------------------------------------|
 FS1191
 FS1191                          SUPERSEDED SURVEY CONTROL
 FS1191
 FS1191  NAD 83(1992)-  35 35 51.13107(N)    115 16 19.61356(W) AD(1991.35) 2
 FS1191  NAD 83(1992)-  35 35 51.13519(N)    115 16 19.61303(W) AD(       ) 2
 FS1191  NAD 83(1992)-  35 35 51.13109(N)    115 16 19.62365(W) AD(       ) 2
 FS1191  NAD 83(1986)-  35 35 51.14206(N)    115 16 19.61684(W) AD(       ) 2
 FS1191  NAD 27      -  35 35 51.19720(N)    115 16 16.65790(W) AD(       ) 2
 FS1191  NGVD 29 (07/19/86) 1741.8    (m)         5715.     (f) VERT ANG       
 FS1191
 FS1191.Superseded values are not recommended for survey control.
 FS1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1191.See file dsdata.txt to determine how the superseded data were derived.
 FS1191
 FS1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5652540685(NAD 83)
 FS1191_MARKER: DS = TRIANGULATION STATION DISK
 FS1191_SETTING: 80 = SET IN A BOULDER
 FS1191_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FS1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1191
 FS1191  HISTORY     - Date     Condition        Report By
 FS1191  HISTORY     - 1958     MONUMENTED       CGS
 FS1191  HISTORY     - 1958     GOOD             CGS
 FS1191  HISTORY     - 1958     GOOD             USGS
 FS1191
 FS1191                          STATION DESCRIPTION
 FS1191
 FS1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS1191'THE STATION IS ABOUT 12-1/2 MILES SOUTHEAST OF JEAN, 6-1/2
 FS1191'MILES EAST OF U.S. HIGHWAY 91 AND 6 MILES SOUTHEAST OF THE
 FS1191'RAILROAD SIDING AT ROACH.  ON THE WESTERLY AND HIGHER ONE
 FS1191'OF TWO HIGH SHARP PEAKS IN THE GROUP OF HILLS BETWEEN IVANPAH
 FS1191'VALLEY AND MOUNT MC COLLOUGH.
 FS1191'
 FS1191'TO REACH FROM JEAN (JUNCTION OF U.S. HIGHWAY 91 AND GOODSPRINGS
 FS1191'HIGHWAY), GO SOUTH ON U.S. 91 FOR 9.8 MILES TO SIGN ROACH
 FS1191'AND GRAVEL ROAD LEFT.  TURN LEFT AND FOLLOW ROAD ACROSS DRY
 FS1191'LAKE FOR 1.3 MILES TO A POINT ABOUT 100 YARDS SOUTH OF
 FS1191'ROACH RAILROAD SIDING.  TURN RIGHT, SOUTH, ON WEST SIDE OF
 FS1191'TRACKS FOR 0.8 MILE TO POWER LINE AND RAILROAD CROSSING.  TURN
 FS1191'LEFT, EAST, ACROSS RAILROAD AND GO 0.2 MILE TO POWER LINE
 FS1191'TOWER NO. 4516.  TURN RIGHT AND FOLLOW TRACKS (IF POSSIBLE)
 FS1191'EASTERLY AND SOUTHEASTERLY, GENERALLY ALONG A WASH, FOR 7.2
 FS1191'MILES TO WHERE A WASH COMES IN FROM THE EAST.  CONTINUE
 FS1191'ON MAIN WASH (LEFT FORK) EASTERLY ALONG THE SOUTH BASE OF
 FS1191'THE HILLS FOR 1.3 MILES.  (NOTE--IN DRIVING ACROSS COUNTRY
 FS1191'TO THIS POINT, KEEP IN MIND TO GO THROUGH THE GAP THAT
 FS1191'COMPLETELY CUTS THROUGH THE RANGE ON THE SOUTH SIDE OF THE
 FS1191'STATION PEAK.) TAKE LEFT FORK UP SANDY WASH, NORTH AND
 FS1191'NORTHWEST, UP AROUND THE EAST END OF THE MOUNTAIN AND GO
 FS1191'0.6 MILE TO THE END OF TRUCK TRAVEL AT THE EAST BASE OF
 FS1191'THE MOUNTAIN.  PACK WESTERLY UP TO CREST OF MAIN DIVIDE THEN
 FS1191'BEAR RIGHT, NORTHERLY TO FIRST HIGH POINT, THENCE
 FS1191'WESTERLY DOWN INTO SADDLE THEN UP WEST AND HIGHER PEAK TO
 FS1191'SUMMIT AND STATION.  A 1 1/2-HOUR PACK FOR THE O PARTY.
 FS1191'
 FS1191'THE STATION MARK, STAMPED ADALAC 1958, IS A STANDARD DISK
 FS1191'CEMENTED IN A DRILL HOLE IN A SMALL BOULDER IN THE CLEARING ON THE
 FS1191'EAST SIDE OF THE HUGE BOULDERS THAT MAKE UP THE SUMMIT OF THE
 FS1191'PEAK.
 FS1191'
 FS1191'THE USGS MARK IS AN ALUMINUM STATION DISK, UNSTAMPED, IN A
 FS1191'SMALL BOULDER WHICH IS UNSTABLE BUT INTACT.
 FS1191'
 FS1191'THE REFERENCE MARKS ARE COPPER PLUGS WITH WASHERS CEMENTED
 FS1191'IN DRILL HOLES IN LARGE BOULDERS AND STAMPED USGS BM.
 FS1191
 FS1191                          STATION RECOVERY (1958)
 FS1191
 FS1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS1191'THE C AND GS TRIANGULATION STATION ADALAC WAS ESTABLISHED
 FS1191'ADJACENT TO THE STATION CALADA OF THE U.S. GEOLOGICAL SURVEY
 FS1191'SINCE IT WAS SET IN A SMALL MOVABLE BOULDER.  THEIR STATION
 FS1191'IS AN ALUMINUM DISK, UNSTAMPED AND REFERENCED BY TWO COPPER
 FS1191'PLUGS SET IN DRILL HOLES IN BOULDERS.  OBSERVATIONS BELOW ARE
 FS1191'FROM THE STATION ADALAC.
 FS1191
 FS1191                          STATION RECOVERY (1958)
 FS1191
 FS1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FS1191'RECOVERED AS DESCRIBED BY NGS.  RMS AGREE WITH NGS.  STATION
 FS1191'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0422 ***********************************************************************
 MU0422  DESIGNATION -  ADAM
 MU0422  PID         -  MU0422
 MU0422  STATE/COUNTY-  NV/HUMBOLDT
 MU0422  USGS QUAD   -  ADAM PEAK (1988)
 MU0422
 MU0422                         *CURRENT SURVEY CONTROL
 MU0422  ___________________________________________________________________
 MU0422* NAD 83(1994)-  41 09 38.48529(N)    117 18 19.75603(W)     ADJUSTED  
 MU0422* NAVD 88     -      2646.     (meters)    8681.     (feet)  SCALED    
 MU0422  ___________________________________________________________________
 MU0422  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 MU0422  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 MU0422
 MU0422  HORZ ORDER  -  FIRST
 MU0422
 MU0422.The horizontal coordinates were established by classical geodetic methods
 MU0422.and adjusted by the National Geodetic Survey in June 1998..
 MU0422
 MU0422.The orthometric height was scaled from a topographic map.
 MU0422
 MU0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0422
 MU0422.The geoid height was determined by GEOID03.
 MU0422
 MU0422;                    North         East     Units Scale Factor Converg.
 MU0422;SPC NV W     - 4,712,276.510   907,240.719   MT  1.00004150   +0 50 28.0
 MU0422;SPC NV W     -15,460,193.85  2,976,505.59   sFT  1.00004150   +0 50 28.0
 MU0422;UTM  11      - 4,556,640.436   474,370.491   MT  0.99960808   -0 12 03.8
 MU0422
 MU0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0422!SPC NV W     -   0.99958815  x   1.00004150  =   0.99962964
 MU0422!UTM  11      -   0.99958815  x   0.99960808  =   0.99919640
 MU0422
 MU0422:                Primary Azimuth Mark                     Grid Az
 MU0422:SPC NV W     -  ADAM RM 3 AZIMUTH                        021 58 40.6
 MU0422:UTM  11      -  ADAM RM 3 AZIMUTH                        023 01 12.4
 MU0422
 MU0422|---------------------------------------------------------------------|
 MU0422| PID    Reference Object                     Distance      Geod. Az  |
 MU0422|                                                           dddmmss.s |
 MU0422| CD5761 ADAM RM 3 AZIMUTH                                  0224908.6 |
 MU0422| CD5760 ADAM RM 2                             6.949 METERS 05424     |
 MU0422| CD5759 ADAM RM 1                             7.985 METERS 35731     |
 MU0422|---------------------------------------------------------------------|
 MU0422
 MU0422                          SUPERSEDED SURVEY CONTROL
 MU0422
 MU0422  NAD 83(1986)-  41 09 38.48952(N)    117 18 19.75349(W) AD(       ) 1
 MU0422  NAD 27      -  41 09 38.84900(N)    117 18 16.32600(W) AD(       ) 1
 MU0422
 MU0422.Superseded values are not recommended for survey control.
 MU0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0422.See file dsdata.txt to determine how the superseded data were derived.
 MU0422
 MU0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF7437056640(NAD 83)
 MU0422_MARKER: DS = TRIANGULATION STATION DISK
 MU0422_SETTING: 66 = SET IN ROCK OUTCROP
 MU0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0422
 MU0422  HISTORY     - Date     Condition        Report By
 MU0422  HISTORY     - 1934     MONUMENTED       CGS
 MU0422  HISTORY     - 1940     GOOD             CGS
 MU0422  HISTORY     - 1944     GOOD             USGS
 MU0422
 MU0422                          STATION DESCRIPTION
 MU0422
 MU0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 MU0422'STATION IS ON THE HIGHEST POINT OF THE HOT SPRINGS RANGE OF
 MU0422'MOUNTAINS, WHICH ARE LOCALLY KNOWN AS OSGOOD MOUNTAINS, AND
 MU0422'ARE ABOUT 16 MILES NORTHEAST OF THE TOWN OF GOLCONDA.
 MU0422'
 MU0422'REACHED FROM GOLCONDA AS FOLLOWS--FROM RAILROAD STATION GO
 MU0422'EAST ON THE SOUTH SIDE OF THE RAILROAD FOR 5.0 MILES, TURN LEFT
 MU0422'CROSSING TWO BRIDGES AND RAILROAD TRACKS, THENCE RIGHT AND GO
 MU0422'7.9 MILES ON THE MAIN-TRAVELED ROAD TO FARMHOUSE ON THE LEFT
 MU0422'OF THE ROAD, CONTINUE STRAIGHT AHEAD ON MAIN ROAD 2.8 MILES,
 MU0422'TURN LEFT AND GO 2.1 MILES, TAKE RIGHT FORK AND GO 1.1 MILES,
 MU0422'TAKE LEFT FORK AND GO 3.8 MILES TO THE PENSON RANCH.  THIS IS
 MU0422'AS FAR AS TRUCK CAN BE DRIVEN.  FROM HERE GO SOUTHWEST ACROSS
 MU0422'THE MEADOW THENCE ON THE OLD ROAD UP THE CANYON TO LA RUES
 MU0422'CABIN, THENCE WEST UP THE SIDE OF THE HILL TO THE RIDGE,
 MU0422'THENCE ALONG THE RIDGE TO THE HIGHEST POINT AND STATION.  A
 MU0422'3-HOUR PACK.
 MU0422'
 MU0422'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 MU0422'SET.
 MU0422'
 MU0422'AZIMUTH MARK IS ON THE NORTH END OF THE RIDGE IN THE ROCK OUTCROP,
 MU0422'1/3 MILE FROM STATION.
 MU0422'
 MU0422'STATION ADAM PEAK WAS OCCUPIED BY ALBERT L. WEBSTER OF THE U.S.
 MU0422'GEOLOGICAL SURVEY ON JUNE 21, 1882.  THE COAST SURVEY STATION
 MU0422'ADAM WAS PLACED AT THE CENTER OF THE CAIRN.
 MU0422
 MU0422                          STATION RECOVERY (1940)
 MU0422
 MU0422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MU0422'STATION WAS FOUND AS DESCRIBED.  DUE TO NEW ROADS RECENTLY
 MU0422'CONSTRUCTED, THE 1934 DESCRIPTION SHOULD BE DISCARDED.  IT IS
 MU0422'LOCATED ABOUT 17-1/2 MILES NE OF GOLCONDA ON ROCKY SUMMIT OF ADAM
 MU0422'PEAK, WHICH IS THE HIGHEST POINT OF THE OSGOOD MOUNTAINS.
 MU0422'
 MU0422'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 MU0422'
 MU0422'AZIMUTH MARK IS A STANDARD BRONZE REFERENCE MARK DISK SET IN
 MU0422'A BOULDER THAT IS ABOUT READY TO TUMBLE DOWN THE MOUNTAINS.
 MU0422'IT IS STAMPED ADAM NO. 3 1934.
 MU0422'
 MU0422'AZIMUTH MARK IS ON THE N END OF THE RIDGE IN ROCK OUTCROP, ABOUT
 MU0422'1/3 MILE FROM STATION TO THE N.
 MU0422'
 MU0422'REACHED FROM THE RAILROAD STATION IN GOLCONDA BY GOING E ON
 MU0422'THE S SIDE OF THE TRACK FOLLOWING MAIN-TRAVELED, GRAVELED
 MU0422'ROAD 5.55 MILES.  TURN LEFT, CROSS RAILROAD TRACKS AND GO 0.3
 MU0422'MILE AND TURN RIGHT, CONTINUE ON MAIN-TRAVELED GRADED GRAVEL
 MU0422'ROAD LEADING N AND GO 8.2 MILES TO FARM HOUSE ON LEFT SIDE OF
 MU0422'ROAD, CONTINUE N ON MAIN ROAD 1.95 MILES TO FORKS AT SIGN GETCHELL
 MU0422'12 MILES, MIDAS 30.  TAKE LEFT FORK TOWARD GETCHELL MINE
 MU0422'AND GO 6.5 MILES TO TRACK ROAD LEFT, WHICH LEADS TO PENSON
 MU0422'RANCH.  TURN LEFT AND GO 0.8 MILE TO PENSON RANCH HOUSE.
 MU0422'INQUIRE AT THE RANCH AS TO THE ROAD LEADING THROUGH THE CORRALS
 MU0422'AND S INTO THE CANYON, WHICH HEADS AT THE FOOT OF THE STATION.
 MU0422'THIS ROUTE WAS NOT TRAVELED IN 1940, BUT IS THE BEST ROUTE TO
 MU0422'TAKE PACK HORSES TO THE STATION.  IF ROAD IS PASSABLE, TRUCK
 MU0422'CAN BE DRIVEN TO WITHIN 2-HOURS PACK OF THE STATION.
 MU0422'HORSES CAN BE HAD AT THE RANCH.  ROUTE TRAVELED BY THE PARTY
 MU0422'IN 1934, FROM ROAD INTO PENSON RANCH, CONTINUE 2.4 MILES
 MU0422'TO THE ROAD COMING IN FROM LEFT.  TURN SHARP LEFT AND GO 2.75
 MU0422'MILES TO LA RUES CABIN AND END OF TRUCK TRAVEL.  FROM CABIN
 MU0422'FOLLOW UP THE VALLEY TO THE LEFT TO THE SADDLE, THEN RIGHT ALONG
 MU0422'RIDGE TO MAIN RIDGE, THEN LEFT ALONG TOP OF RIDGE TO HIGHEST
 MU0422'POINT AND STATION.  (A THREE-HOUR PACK.)
 MU0422
 MU0422                          STATION RECOVERY (1944)
 MU0422
 MU0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1944
 MU0422'RECOVERED AS DESCRIBED.  RMS NOT OBSERVED.
 MU0422'
 MU0422'NOTE--A RD. HAS BEEN BUILT ACROSS THE MOUNTAIN W. FROM GETCHELL
 MU0422'MINE.  IT IS LOCALLY CALLED BURMA ROAD.  TAKE THIS RD. FROM MINE
 MU0422'TO SUMMIT THEN DRIVE S. ALONG SUMMIT ABOUT 1 MI TO TUNGSTEN MINE,
 MU0422'FROM HERE STATION IS ABOUT 2-HOUR PACK TO S. ALONG MAIN RIDGE.
 MU0422'THERE IS LESS OF A CLIMB FROM HERE THAN BY NGS ROUTE.  STATION IS ON
 MU0422'HIGHEST POINT.  THERE IS ANOTHER TOP ABOUT 500 FT N. AND 20 FT
 MU0422'LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0914 ***********************************************************************
 HQ0914  DESIGNATION -  ADAMS
 HQ0914  PID         -  HQ0914
 HQ0914  STATE/COUNTY-  NV/ESMERALDA
 HQ0914  USGS QUAD   -  MOUNT JACKSON (1982)
 HQ0914
 HQ0914                         *CURRENT SURVEY CONTROL
 HQ0914  ___________________________________________________________________
 HQ0914* NAD 83(1994)-  37 29 02.55672(N)    117 16 50.31506(W)     ADJUSTED  
 HQ0914* NAVD 88     -      1836.5    (meters)    6025.     (feet)  VERTCON   
 HQ0914  ___________________________________________________________________
 HQ0914  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 HQ0914  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 HQ0914
 HQ0914  HORZ ORDER  -  SECOND
 HQ0914
 HQ0914.The horizontal coordinates were established by classical geodetic methods
 HQ0914.and adjusted by the National Geodetic Survey in June 1998..
 HQ0914
 HQ0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0914
 HQ0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0914
 HQ0914.The geoid height was determined by GEOID03.
 HQ0914
 HQ0914;                    North         East     Units Scale Factor Converg.
 HQ0914;SPC NV W     - 4,304,139.590   915,206.551   MT  1.00006344   +0 47 34.2
 HQ0914;SPC NV W     -14,121,164.64  3,002,640.16   sFT  1.00006344   +0 47 34.2
 HQ0914;SPC NV C     - 6,303,519.560   445,702.471   MT  0.99993630   -0 22 25.1
 HQ0914;SPC NV C     -20,680,797.09  1,462,275.52   sFT  0.99993630   -0 22 25.1
 HQ0914;UTM  11      - 4,148,608.070   475,188.635   MT  0.99960758   -0 10 14.8
 HQ0914
 HQ0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0914!SPC NV W     -   0.99971601  x   1.00006344  =   0.99977943
 HQ0914!SPC NV C     -   0.99971601  x   0.99993630  =   0.99965233
 HQ0914!UTM  11      -   0.99971601  x   0.99960758  =   0.99932370
 HQ0914
 HQ0914:                Primary Azimuth Mark                     Grid Az
 HQ0914:SPC NV W     -  ADAMS AZ MK                              183 54 51.6
 HQ0914:SPC NV C     -  ADAMS AZ MK                              185 04 50.9
 HQ0914:UTM  11      -  ADAMS AZ MK                              184 52 40.6
 HQ0914
 HQ0914|---------------------------------------------------------------------|
 HQ0914| PID    Reference Object                     Distance      Geod. Az  |
 HQ0914|                                                           dddmmss.s |
 HQ0914| HQ0913 ADAMS AZ MK                         APPROX. 5.1 KM 1844225.8 |
 HQ0914| DA9493 ADAMS RM 1                            6.041 METERS 19907     |
 HQ0914| DA9494 ADAMS RM 2                            7.122 METERS 29431     |
 HQ0914|---------------------------------------------------------------------|
 HQ0914
 HQ0914                          SUPERSEDED SURVEY CONTROL
 HQ0914
 HQ0914  NAD 83(1992)-  37 29 02.55457(N)    117 16 50.31270(W) AD(       ) 2
 HQ0914  NAD 83(1986)-  37 29 02.55704(N)    117 16 50.31398(W) AD(       ) 2
 HQ0914  NAD 27      -  37 29 02.80100(N)    117 16 47.03900(W) AD(       ) 2
 HQ0914  NGVD 29 (07/19/86) 1835.4    (m)         6022.     (f) VERT ANG       
 HQ0914
 HQ0914.Superseded values are not recommended for survey control.
 HQ0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0914.See file dsdata.txt to determine how the superseded data were derived.
 HQ0914
 HQ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB7518948608(NAD 83)
 HQ0914_MARKER: DS = TRIANGULATION STATION DISK
 HQ0914_SETTING: 80 = SET IN A BOULDER
 HQ0914_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HQ0914
 HQ0914  HISTORY     - Date     Condition        Report By
 HQ0914  HISTORY     - 1950     MONUMENTED       CGS
 HQ0914
 HQ0914                          STATION DESCRIPTION
 HQ0914
 HQ0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0914'THE STATION IS LOCATED ABOUT 12 MILES EAST OF LIDA AND ABOUT 11
 HQ0914'MILES NORTH-NORTHEAST OF GOLD POINT, ON THE HIGHEST POINT OF A
 HQ0914'LOW RANGE OF HILLS.  THE MARK IS 6.5 FEET NORTH-NORTHWEST OF A
 HQ0914'5 FOOT CAIRN.  THE MARK PROJECTS 5 INCHES AND IS STAMPED ADAMS
 HQ0914'1949.
 HQ0914'
 HQ0914'REFERENCE MARK NO. 1 IS APPROXIMATELY 2.5 FEET LOWER THAN THE
 HQ0914'STATION MARK.  IT PROJECTS 8 INCHES AND IS STAMPED ADAMS NO 1
 HQ0914'1949.
 HQ0914'
 HQ0914'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 HQ0914'STATION MARK.  IT IS FLUSH WITH THE GROUND SURFACE AND STAMPED
 HQ0914'ADAMS NO 2 1949.
 HQ0914'
 HQ0914'THE AZIMUTH MARK IS 38 PACES NORTH-NORTHEAST OF THE INTERSECTION
 HQ0914'OF THE ROAD TO GOLD POINT AND NEVADA STATE HIGHWAY 3, 20
 HQ0914'PACES NORTH OF THE CENTER OF NEVADA STATE HIGHWAY 3 AND 5 FEET
 HQ0914'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND IS
 HQ0914'STAMPED ADAMS 1949.
 HQ0914'
 HQ0914'TO REACH THE STATION FROM THE POST OFFICE IN GOLD POINT, GO
 HQ0914'NORTHEAST ON A GRADED ROAD FOR 7.4 MILES TO THE INTERSECTION OF
 HQ0914'NEVADA STATE HIGHWAY 3, A SIGN GOLD POINT 8, LIDA 13, FISH LAKE
 HQ0914'VALLEY, BIG PINE CAL. 78 AND THE AZIMUTH MARK AS DESCRIBED ABOVE.
 HQ0914'CONTINUE STRAIGHT AHEAD, NORTHEAST, AND FOLLOW NEVADA STATE
 HQ0914'HIGHWAY 3 FOR 1.5 MILES.  HERE TURN LEFT, LEAVING THE ROAD, AND GO
 HQ0914'NORTHWEST ACROSS COUNTRY FOR 1.5 MILES TO A BREAK IN THE
 HQ0914'HILLS.  HERE FOLLOW A WASH IN A NORTHERLY DIRECTION FOR 1.5
 HQ0914'MILES TO THE BASE OF A HILL WITH CLIFFS ON THE SOUTHWEST SIDE
 HQ0914'AND THE END OF TRUCK TRAVEL.  PACK NORTHEAST, PICKING WAY
 HQ0914'AROUND THE CLIFFS, TO THE HIGHEST POINT AND STATION.  A 45
 HQ0914'MINUTE PACK.  A 4 WHEEL DRIVE VEHICLE IS REQUIRED TO DRIVE
 HQ0914'ACROSS COUNTRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0689 ***********************************************************************
 JP0689  DESIGNATION -  ADAMS
 JP0689  PID         -  JP0689
 JP0689  STATE/COUNTY-  NV/LINCOLN
 JP0689  USGS QUAD   -  HAGGERTY SPRING (1980)
 JP0689
 JP0689                         *CURRENT SURVEY CONTROL
 JP0689  ___________________________________________________________________
 JP0689* NAD 83(1994)-  38 39 59.47741(N)    114 57 41.29838(W)     ADJUSTED  
 JP0689* NAVD 88     -      2931.2    (meters)    9617.     (feet)  VERTCON   
 JP0689  ___________________________________________________________________
 JP0689  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 JP0689  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 JP0689
 JP0689  HORZ ORDER  -  THIRD
 JP0689
 JP0689.The horizontal coordinates were established by classical geodetic methods
 JP0689.and adjusted by the National Geodetic Survey in June 1998..
 JP0689
 JP0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0689
 JP0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0689
 JP0689.The geoid height was determined by GEOID03.
 JP0689
 JP0689;                    North         East     Units Scale Factor Converg.
 JP0689;SPC NV E     - 8,434,765.466   254,116.405   MT  0.99993605   +0 23 18.7
 JP0689;SPC NV E     -27,673,059.70    833,713.57   sFT  0.99993605   +0 23 18.7
 JP0689;UTM  11      - 4,281,742.864   677,353.618   MT  0.99998735   +1 16 26.3
 JP0689
 JP0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0689!SPC NV E     -   0.99954372  x   0.99993605  =   0.99947980
 JP0689!UTM  11      -   0.99954372  x   0.99998735  =   0.99953108
 JP0689
 JP0689|---------------------------------------------------------------------|
 JP0689| PID    Reference Object                     Distance      Geod. Az  |
 JP0689|                                                           dddmmss.s |
 JP0689| CS8698 ADAMS RM 2                            3.801 METERS 03316     |
 JP0689| CS8697 ADAMS RM 1                            7.303 METERS 23739     |
 JP0689|---------------------------------------------------------------------|
 JP0689
 JP0689                          SUPERSEDED SURVEY CONTROL
 JP0689
 JP0689  NAD 83(1994)-  38 39 59.47551(N)    114 57 41.29893(W) AD(       ) 3
 JP0689  NAD 83(1986)-  38 39 59.47030(N)    114 57 41.31214(W) AD(       ) 3
 JP0689  NGVD 29 (01/04/94) 2929.8    (m)         9612.     (f) VERT ANG       
 JP0689
 JP0689.Superseded values are not recommended for survey control.
 JP0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0689.See file dsdata.txt to determine how the superseded data were derived.
 JP0689
 JP0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC7735481743(NAD 83)
 JP0689_MARKER: DS = TRIANGULATION STATION DISK
 JP0689_SETTING: 66 = SET IN ROCK OUTCROP
 JP0689_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 JP0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0689+STABILITY: POSITION/ELEVATION WELL
 JP0689
 JP0689  HISTORY     - Date     Condition        Report By
 JP0689  HISTORY     - 1965     MONUMENTED       USGS
 JP0689
 JP0689                          STATION DESCRIPTION
 JP0689
 JP0689'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 JP0689'LOCATED ABOUT 16 MI NNE. OF SUNNYSIDE, ABOUT 13.5 MI SSE. OF
 JP0689'LUND, ABOUT 5.5 MI NE. OF ADAMS RANCH.  ON HIGHEST TOP IN
 JP0689'VICINITY.
 JP0689'
 JP0689'STATION REACHED BY HELICOPTER.
 JP0689'
 JP0689'STATION MARK--STANDARD TABLET STAMPED---ADAMS 1965---, CEMENTED IN
 JP0689'DRILL HOLE IN SOLID ROCK.
 JP0689'
 JP0689'RM 1--STANDARD RM TABLET STAMPED---NO 1 1965---, CEMENTED IN DRILL
 JP0689'HOLE.
 JP0689'
 JP0689'RM 2--STANDARD RM TABLET STAMPED---NO 2 1965---, CEMENTED IN DRILL
 JP0689'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0913 ***********************************************************************
 HQ0913  DESIGNATION -  ADAMS AZ MK
 HQ0913  PID         -  HQ0913
 HQ0913  STATE/COUNTY-  NV/ESMERALDA
 HQ0913  USGS QUAD   -  MOUNT JACKSON (1982)
 HQ0913
 HQ0913                         *CURRENT SURVEY CONTROL
 HQ0913  ___________________________________________________________________
 HQ0913* NAD 83(1994)-  37 26 16.29059(N)    117 17 07.48434(W)     ADJUSTED  
 HQ0913* NAVD 88     -      1454.1    (meters)    4771.     (feet)  VERTCON   
 HQ0913  ___________________________________________________________________
 HQ0913  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 HQ0913  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 HQ0913
 HQ0913  HORZ ORDER  -  THIRD
 HQ0913
 HQ0913.The horizontal coordinates were established by classical geodetic methods
 HQ0913.and adjusted by the National Geodetic Survey in June 1998..
 HQ0913
 HQ0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0913
 HQ0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0913
 HQ0913.The geoid height was determined by GEOID03.
 HQ0913
 HQ0913;                    North         East     Units Scale Factor Converg.
 HQ0913;SPC NV W     - 4,299,008.024   914,855.387   MT  1.00006244   +0 47 20.7
 HQ0913;SPC NV W     -14,104,328.83  3,001,488.05   sFT  1.00006244   +0 47 20.7
 HQ0913;SPC NV C     - 6,298,396.849   445,247.028   MT  0.99993692   -0 22 34.1
 HQ0913;SPC NV C     -20,663,990.33  1,460,781.29   sFT  0.99993692   -0 22 34.1
 HQ0913;UTM  11      - 4,143,485.464   474,751.465   MT  0.99960785   -0 10 24.6
 HQ0913
 HQ0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0913!SPC NV W     -   0.99977600  x   1.00006244  =   0.99983843
 HQ0913!SPC NV C     -   0.99977600  x   0.99993692  =   0.99971293
 HQ0913!UTM  11      -   0.99977600  x   0.99960785  =   0.99938394
 HQ0913
 HQ0913                          SUPERSEDED SURVEY CONTROL
 HQ0913
 HQ0913  NAD 83(1992)-  37 26 16.28968(N)    117 17 07.48230(W) AD(       ) 3
 HQ0913  NAD 83(1986)-  37 26 16.29186(N)    117 17 07.48357(W) AD(       ) 3
 HQ0913  NAD 27      -  37 26 16.54800(N)    117 17 04.20800(W) AD(       ) 3
 HQ0913  NGVD 29 (07/19/86) 1453.0    (m)         4767.     (f) VERT ANG       
 HQ0913
 HQ0913.Superseded values are not recommended for survey control.
 HQ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0913.See file dsdata.txt to determine how the superseded data were derived.
 HQ0913
 HQ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB7475143485(NAD 83)
 HQ0913_MARKER: DS = TRIANGULATION STATION DISK
 HQ0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0913_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HQ0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0913+STABILITY: SURFACE MOTION
 HQ0913
 HQ0913  HISTORY     - Date     Condition        Report By
 HQ0913  HISTORY     - 1950     MONUMENTED       CGS
 HQ0913
 HQ0913                          STATION DESCRIPTION
 HQ0913
 HQ0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0913'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH NORTHEAST OF GOLD
 HQ0913'POINT AND ABOUT 3 MILES SOUTH OF TRIANGULATION STATION ADAMS.
 HQ0913'IT IS 38 PACES NORTH NORTHEAST OF THE INTERSECTION OF THE ROAD TO
 HQ0913'GOLD POINT AND NEVADA STATE HIGHWAY 3, 58.0 FEET NORTH NORTHWEST
 HQ0913'OF THE CENTER OF NEVADA STATE HIGHWAY 3, AND 5 FEET WEST OF A
 HQ0913'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND IS STAMPED
 HQ0913'ADAMS 1949.  IT IS A STANDARD AZIMUTH MARK DISK THAT IS SET
 HQ0913'IN THE TOP OF A SQUARE CONCRETE POST.
 HQ0913'
 HQ0913'TO REACH THE STATION FROM THE POST OFFICE IN GOLD POINT, GO
 HQ0913'NORTHEAST ON A GRADED ROAD FOR 7.4 MILES TO THE INTERSECTION OF
 HQ0913'NEVADA STATE HIGHWAY 3 AND THE STATION AS DESCRIBED ABOVE.  A
 HQ0913'DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0915 ***********************************************************************
 HQ0915  DESIGNATION -  ADAMS CAIRN
 HQ0915  PID         -  HQ0915
 HQ0915  STATE/COUNTY-  NV/ESMERALDA
 HQ0915  USGS QUAD   -  MOUNT JACKSON (1982)
 HQ0915
 HQ0915                         *CURRENT SURVEY CONTROL
 HQ0915  ___________________________________________________________________
 HQ0915* NAD 83(1994)-  37 29 02.49361(N)    117 16 50.29990(W)     ADJUSTED  
 HQ0915* NAVD 88     -      1836.     (meters)    6024.     (feet)  SCALED    
 HQ0915  ___________________________________________________________________
 HQ0915  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 HQ0915  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 HQ0915
 HQ0915  HORZ ORDER  -  THIRD
 HQ0915
 HQ0915.The horizontal coordinates were established by classical geodetic methods
 HQ0915.and adjusted by the National Geodetic Survey in June 1998..
 HQ0915
 HQ0915.The orthometric height was scaled from a topographic map.
 HQ0915
 HQ0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0915
 HQ0915.The geoid height was determined by GEOID03.
 HQ0915
 HQ0915;                    North         East     Units Scale Factor Converg.
 HQ0915;SPC NV W     - 4,304,137.649   915,206.950   MT  1.00006344   +0 47 34.2
 HQ0915;SPC NV W     -14,121,158.27  3,002,641.47   sFT  1.00006344   +0 47 34.2
 HQ0915;SPC NV C     - 6,303,517.612   445,702.831   MT  0.99993630   -0 22 25.1
 HQ0915;SPC NV C     -20,680,790.70  1,462,276.70   sFT  0.99993630   -0 22 25.1
 HQ0915;UTM  11      - 4,148,606.124   475,189.001   MT  0.99960758   -0 10 14.8
 HQ0915
 HQ0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0915!SPC NV W     -   0.99971607  x   1.00006344  =   0.99977949
 HQ0915!SPC NV C     -   0.99971607  x   0.99993630  =   0.99965239
 HQ0915!UTM  11      -   0.99971607  x   0.99960758  =   0.99932376
 HQ0915
 HQ0915                          SUPERSEDED SURVEY CONTROL
 HQ0915
 HQ0915  NAD 83(1992)-  37 29 02.49146(N)    117 16 50.29754(W) AD(       ) 4
 HQ0915  NAD 83(1986)-  37 29 02.49393(N)    117 16 50.29882(W) AD(       ) 4
 HQ0915  NAD 27      -  37 29 02.73800(N)    117 16 47.02400(W) AD(       ) 3
 HQ0915
 HQ0915.Superseded values are not recommended for survey control.
 HQ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0915.See file dsdata.txt to determine how the superseded data were derived.
 HQ0915
 HQ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB7518948606(NAD 83)
 HQ0915_MARKER: 72 = CAIRN
 HQ0915
 HQ0915  HISTORY     - Date     Condition        Report By
 HQ0915  HISTORY     - 1950     FIRST OBSERVED   CGS
 HQ0915
 HQ0915                          STATION DESCRIPTION
 HQ0915
 HQ0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HQ0915'TO REACH STATION ADAMS FROM THE POST OFFICE IN GOLD POINT, GO
 HQ0915'NORTHEAST ON A GRADED ROAD FOR 7.4 MILES TO THE INTERSECTION OF
 HQ0915'NEVADA STATE HIGHWAY 3, A SIGN GOLD POINT 8, LIDA 13, FISH LAKE
 HQ0915'VALLEY, BIG PINE CAL. 78.
 HQ0915'CONTINUE STRAIGHT AHEAD, NORTHEAST, AND FOLLOW NEVADA STATE
 HQ0915'HIGHWAY 3 FOR 1.5 MILES.  HERE TURN LEFT, LEAVING THE ROAD, AND GO
 HQ0915'NORTHWEST ACROSS COUNTRY FOR 1.5 MILES TO A BREAK IN THE
 HQ0915'HILLS.  HERE FOLLOW A WASH IN A NORTHERLY DIRECTION FOR 1.5
 HQ0915'MILES TO THE BASE OF A HILL WITH CLIFFS ON THE SOUTHWEST SIDE
 HQ0915'AND THE END OF TRUCK TRAVEL.  PACK NORTHEAST, PICKING WAY
 HQ0915'AROUND THE CLIFFS, TO THE HIGHEST POINT AND STATION ADAMS.  A 45
 HQ0915'MINUTE PACK.  A 4 WHEEL DRIVE VEHICLE IS REQUIRED TO DRIVE
 HQ0915'ACROSS COUNTRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0753 ***********************************************************************
 LQ0753  DESIGNATION -  ADOBE HILL BELL MICRO BLDG NW
 LQ0753  PID         -  LQ0753
 LQ0753  STATE/COUNTY-  NV/ELKO
 LQ0753  USGS QUAD   -  KITTRIDGE SPRINGS (1982)
 LQ0753
 LQ0753                         *CURRENT SURVEY CONTROL
 LQ0753  ___________________________________________________________________
 LQ0753* NAD 83(1994)-  40 54 34.15581(N)    115 49 08.09547(W)     ADJUSTED  
 LQ0753* NAVD 88     -      2042.     (meters)    6699.     (feet)  SCALED    
 LQ0753  ___________________________________________________________________
 LQ0753  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 LQ0753  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 LQ0753
 LQ0753  HORZ ORDER  -  THIRD
 LQ0753
 LQ0753.The horizontal coordinates were established by classical geodetic methods
 LQ0753.and adjusted by the National Geodetic Survey in June 1998..
 LQ0753
 LQ0753.The orthometric height was scaled from a topographic map.
 LQ0753
 LQ0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0753
 LQ0753.The geoid height was determined by GEOID03.
 LQ0753
 LQ0753;                    North         East     Units Scale Factor Converg.
 LQ0753;SPC NV E     - 8,683,621.651   180,154.145   MT  0.99990485   -0 09 15.4
 LQ0753;SPC NV E     -28,489,515.37    591,055.72   sFT  0.99990485   -0 09 15.4
 LQ0753;UTM  11      - 4,529,380.843   599,467.800   MT  0.99972177   +0 46 24.7
 LQ0753
 LQ0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0753!SPC NV E     -   0.99968264  x   0.99990485  =   0.99958752
 LQ0753!UTM  11      -   0.99968264  x   0.99972177  =   0.99940450
 LQ0753
 LQ0753                          SUPERSEDED SURVEY CONTROL
 LQ0753
 LQ0753  NAD 83(1986)-  40 54 34.15784(N)    115 49 08.08794(W) AD(       ) 4
 LQ0753  NAD 27      -  40 54 34.45300(N)    115 49 04.83300(W) AD(       ) 3
 LQ0753
 LQ0753.Superseded values are not recommended for survey control.
 LQ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0753.See file dsdata.txt to determine how the superseded data were derived.
 LQ0753
 LQ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF9946829381(NAD 83)
 LQ0753
 LQ0753  HISTORY     - Date     Condition        Report By
 LQ0753  HISTORY     - 1957     FIRST OBSERVED   CGS
 LQ0753
 LQ0753                          STATION DESCRIPTION
 LQ0753
 LQ0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0753'ABOUT 6 MILES NORTH-NORTHEAST OF ELKO AND 3 MILES EAST OF
 LQ0753'STATE HIGHWAY 11 ON A ROCKY BUTTE.
 LQ0753'
 LQ0753'TO REACH FROM FIFTH AND IDAHO STREETS IN ELKO, GO NORTH ON
 LQ0753'FIFTH STREET FOR 0.55 MILE TO THE END OF THE PAVEMENT AT
 LQ0753'SAGE STREET.  CONTINUE NORTH ON THE PROLONGATION OF FIFTH
 LQ0753'STREET AND FOLLOW THE MAIN TRAVELED ROAD NORTHERLY FOR 6.5
 LQ0753'MILES TO A FORK AT THE BASE OF A SHARP BUTTE.  TAKE RIGHT
 LQ0753'FORK AND FOLLOW THE WINDING ROAD UP GRADE, EASTERLY, FOR
 LQ0753'1.4 MILES TO THE SUMMIT OF THE HILL, AND THE MICRO-WAVE
 LQ0753'INSTALLATION.
 LQ0753'
 LQ0753'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BELL,
 LQ0753'DISTANCE BEING 99.0 FEET (30.2 METERS) SOUTH-SOUTHWEST OF STATION
 LQ0753'BELL.
 LQ0753'
 LQ0753'THE MICRO-WAVE BUILDING IS A CONCRETE STRUCTURE 15-1/2 FEET
 LQ0753'HIGH, 34 FEET (NORTH-SOUTH) BY 37-1/2 FEET (EAST-WEST) WITH
 LQ0753'SCREENS AND SHORT ANTENNAS ATOP THE FLAT ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0401 ***********************************************************************
 HQ0401  DESIGNATION -  AERIAL
 HQ0401  PID         -  HQ0401
 HQ0401  STATE/COUNTY-  NV/NYE
 HQ0401  USGS QUAD   -  WEST OF QUARTZITE MOUNTAIN (1988)
 HQ0401
 HQ0401                         *CURRENT SURVEY CONTROL
 HQ0401  ___________________________________________________________________
 HQ0401* NAD 83(1994)-  37 36 06.26017(N)    116 26 35.02094(W)     ADJUSTED  
 HQ0401* NAVD 88     -      1604.008  (meters)    5262.48   (feet)  ADJUSTED  
 HQ0401  ___________________________________________________________________
 HQ0401  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 HQ0401  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 HQ0401  DYNAMIC HT  -        1602.189 (meters)    5256.52  (feet)  COMP
 HQ0401  MODELED GRAV-     979,440.2   (mgal)                       NAVD 88
 HQ0401
 HQ0401  HORZ ORDER  -  THIRD
 HQ0401  VERT ORDER  -  SECOND    CLASS 0
 HQ0401
 HQ0401.The horizontal coordinates were established by classical geodetic methods
 HQ0401.and adjusted by the National Geodetic Survey in June 1998..
 HQ0401
 HQ0401.The orthometric height was determined by differential leveling
 HQ0401.and adjusted by the National Geodetic Survey in June 1991..
 HQ0401
 HQ0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0401
 HQ0401.The geoid height was determined by GEOID03.
 HQ0401
 HQ0401.The dynamic height is computed by dividing the NAVD 88
 HQ0401.geopotential number by the normal gravity value computed on the
 HQ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0401.degrees latitude (g = 980.6199 gals.).
 HQ0401
 HQ0401.The modeled gravity was interpolated from observed gravity values.
 HQ0401
 HQ0401;                    North         East     Units Scale Factor Converg.
 HQ0401;SPC NV C     - 6,316,427.477   519,743.578   MT  0.99990480   +0 08 11.2
 HQ0401;SPC NV C     -20,723,145.81  1,705,192.06   sFT  0.99990480   +0 08 11.2
 HQ0401;UTM  11      - 4,161,774.418   549,161.178   MT  0.99962977   +0 20 23.4
 HQ0401
 HQ0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0401!SPC NV C     -   0.99975238  x   0.99990480  =   0.99965721
 HQ0401!UTM  11      -   0.99975238  x   0.99962977  =   0.99938225
 HQ0401
 HQ0401|---------------------------------------------------------------------|
 HQ0401| PID    Reference Object                     Distance      Geod. Az  |
 HQ0401|                                                           dddmmss.s |
 HQ0401| HQ0399 AERIAL RM 1                           7.962 METERS 15316     |
 HQ0401| DD5267 AERIAL AZ MK                                       1762122.0 |
 HQ0401| HQ1036 GOLD                                APPROX.12.1 KM 2432440.4 |
 HQ0401| HQ0400 AERIAL RM 2                           7.664 METERS 24512     |
 HQ0401|---------------------------------------------------------------------|
 HQ0401
 HQ0401                          SUPERSEDED SURVEY CONTROL
 HQ0401
 HQ0401  NAD 83(1986)-  37 36 06.25672(N)    116 26 35.02922(W) AD(       ) 3
 HQ0401  NAD 27      -  37 36 06.46000(N)    116 26 31.84200(W) AD(       ) 3
 HQ0401  NGVD 29 (07/19/86) 1602.94   (m)         5259.0    (f) LEVELING    3  
 HQ0401
 HQ0401.Superseded values are not recommended for survey control.
 HQ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0401.See file dsdata.txt to determine how the superseded data were derived.
 HQ0401
 HQ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB4916161774(NAD 83)
 HQ0401_MARKER: DS = TRIANGULATION STATION DISK
 HQ0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0401_STAMPING: AERIAL 1950
 HQ0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0401+STABILITY: SURFACE MOTION
 HQ0401
 HQ0401  HISTORY     - Date     Condition        Report By
 HQ0401  HISTORY     - 1950     MONUMENTED       CGS
 HQ0401  HISTORY     - 1952     GOOD             CGS
 HQ0401  HISTORY     - 1952     GOOD             AMS
 HQ0401  HISTORY     - 1952     GOOD             NGS
 HQ0401
 HQ0401                          STATION DESCRIPTION
 HQ0401
 HQ0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0401'THE STATION IS ON THE ROLLING LAND THAT IS LOCATED ABOUT 7-1/2
 HQ0401'MILES WEST NORTHWEST OF GOLD REED AND ABOUT 43 MILES SOUTHEAST
 HQ0401'OF TONOPAH.  THE MARK IS SET IN A CONCRETE POST THAT IS FLUSH WITH
 HQ0401'THE SURFACE OF THE GROUND AND IS STAMPED AERIAL 1950.  IT IS 10
 HQ0401'FEET SOUTHWEST OF A WHITE WITNESS POST AND 41 FEET NORTHEAST OF
 HQ0401'THE CENTER OF THE ROAD INTERSECTION.
 HQ0401'
 HQ0401'REFERENCE MARK NUMBER 1, STAMPED AERIAL NO 1 1950, IS SET IN A
 HQ0401'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 HQ0401'
 HQ0401'REFERENCE MARK NUMBER 2, STAMPED AERIAL NO 2 1950, IS SET IN A
 HQ0401'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 HQ0401'
 HQ0401'THE AZIMUTH MARK, STAMPED AERIAL 1950, IS SET IN A CONCRETE POST
 HQ0401'THAT PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT IS 2 FEET
 HQ0401'WEST OF A WHITE WITNESS POST AND 15 FEET WEST OF THE CENTER OF THE
 HQ0401'TRACK ROAD.
 HQ0401'
 HQ0401'THE STATION CAN BE REACHED FROM THE POST OFFICE IN TONOPAH
 HQ0401'BY GOING EAST ON U.S. HIGHWAY 6 FOR 12.0 MILES TO A PAVED ROAD
 HQ0401'TO THE RIGHT.  TURN RIGHT ON THE PAVED ROAD AND FOLLOW IT
 HQ0401'SOUTHERLY AND SOUTHEASTERLY FOR 19.4 MILES TO THE ENTRANCE TO THE
 HQ0401'BOMBING RANGE AND A FORK.  CONTINUE STRAIGHT AHEAD FOR
 HQ0401'2.9 MILES TO THE NORTH SHORE OF A DRY LAKE.  (THE LAKE SHOULD BE
 HQ0401'SKIRTED IN WET WEATHER.) CONTINUE SOUTHEASTERLY ACROSS THE
 HQ0401'LAKE BED FOR 1.3 MILES TO THE SOUTHERN EDGE OF THE LAKE.  PICK
 HQ0401'UP THE PAVEMENT AND CONTINUE FOR 3.8 MILES TO A FORK.  TAKE THE
 HQ0401'LEFT FORK, STRAIGHT AHEAD, FOR 2.9 MILES TO A FORK.  TAKE
 HQ0401'THE LEFT FORK AND GO 1.8 MILES TO THE END OF THE OILED ROAD AND
 HQ0401'AN OLD AERIAL GUNNERY RANGE.  CONTINUE ON THE MAIN
 HQ0401'TRAVELED DIRT ROAD FOR 6.3 MILES TO A FORK.  TAKE THE RIGHT
 HQ0401'FORK (TRACK ROAD) FOR 3.7 MILES TO ANOTHER FORK.  KEEP
 HQ0401'STRAIGHT AHEAD ON THE WINDING TRACK ROAD FOR 1.8 MILES TO A
 HQ0401'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 4.6 MILES TO A
 HQ0401'CROSSROAD AND THE STATION ON THE LEFT.  (THESE ROADS CROSS AT A
 HQ0401'VERY SHARP ANGLE.)
 HQ0401
 HQ0401                          STATION RECOVERY (1952)
 HQ0401
 HQ0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 HQ0401'11.45 MILES SOUTHEAST ALONG A DIRT ROAD FROM A LARGE GRANITE
 HQ0401'KNOLL AT MELLAN, AT A JUNCTION WITH A NORTH AND SOUTH ROAD,
 HQ0401'40 FEET NORTHEAST OF THE CENTER LINE OF A NORTHWEST AND
 HQ0401'SOUTHEAST ROAD, 40 FEET EAST OF THE CENTER LINE OF A NORTH
 HQ0401'AND SOUTH ROAD, 10 FEET SOUTHWEST OF A WITNESS POST, A
 HQ0401'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 HQ0401'WHICH IS FLUSH WITH THE GROUND, STAMPED AERIAL 1950.
 HQ0401'
 HQ0401'AERIAL R.M. 1 IS 26.2 FEET SOUTHEAST OF TRIANGULATION STATION
 HQ0401'AERIAL 1950, 28 FEET NORTHEAST OF THE CENTER LINE OF A NORTHWEST
 HQ0401'AND SOUTHEAST ROAD, A REFERENCE MARK DISK SET IN THE TOP OF A
 HQ0401'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 HQ0401'AERIAL NO L 1950.
 HQ0401'
 HQ0401'AERIAL R.M. 2 IS 17 FEET NORTH OF THE CENTER OF A ROAD
 HQ0401'INTERSECTION, 15 FEET NORTHEAST OF THE CENTER LINE OF A NORTHWEST
 HQ0401'AND SOUTHEAST ROAD, 25.3 FEET SOUTHWEST OF TRIANGULATION STATION
 HQ0401'AERIAL 1950, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 HQ0401'POST WHICH IS FLUSH WITH THE GROUND, STAMPED AERIAL NO 2 1950.
 HQ0401
 HQ0401                          STATION RECOVERY (1952)
 HQ0401
 HQ0401'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ0401'STATION AND THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 HQ0401'
 HQ0401'THE AZIMUTH MARK WAS NOT VISITED.
 HQ0401'
 HQ0401'THE STATION IS LOCATED 38 FEET NE OF THE CENTER LINE OF THE
 HQ0401'NW-SE ROAD.  40 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 HQ0401'ROAD.  43 FEET ENE OF THE CENTER OF THE ROAD INTERSECTION.
 HQ0401'
 HQ0401'THE STATION MARK IS A STANDARD DISK IN THE TOP OF A 12 X 12 INCH
 HQ0401'CONCRETE MONUMENT PROJECTING 0.1 FOOT AND STAMPED AERIAL 1950.
 HQ0401
 HQ0401                          STATION RECOVERY (1952)
 HQ0401
 HQ0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 HQ0401'11.4 MI SE FROM MELLAN.
 HQ0401'11.45 MILES SOUTHEAST ALONG A DIRT ROAD FROM A LARGE GRANITE
 HQ0401'KNOLL AT MELLAN, AT A JUNCTION WITH A NORTH AND SOUTH ROAD,
 HQ0401'40 FEET NORTHEAST OF THE CENTER LINE OF A NORTHWEST AND SOUTHEAST
 HQ0401'ROAD, 40 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 HQ0401'ROAD, 10 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF
 HQ0401'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, THE AZIMUTH
 HQ0401'MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0399 ***********************************************************************
 HQ0399  DESIGNATION -  AERIAL RM 1
 HQ0399  PID         -  HQ0399
 HQ0399  STATE/COUNTY-  NV/NYE
 HQ0399  USGS QUAD   -  WEST OF QUARTZITE MOUNTAIN (1988)
 HQ0399
 HQ0399                         *CURRENT SURVEY CONTROL
 HQ0399  ___________________________________________________________________
 HQ0399* NAD 83(1986)-  37 36 06.     (N)    116 26 36.     (W)     SCALED    
 HQ0399* NAVD 88     -      1603.984  (meters)    5262.40   (feet)  ADJUSTED  
 HQ0399  ___________________________________________________________________
 HQ0399  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 HQ0399  DYNAMIC HT  -        1602.165 (meters)    5256.44  (feet)  COMP
 HQ0399  MODELED GRAV-     979,440.2   (mgal)                       NAVD 88
 HQ0399
 HQ0399  VERT ORDER  -  SECOND    CLASS 0
 HQ0399
 HQ0399.The horizontal coordinates were scaled from a topographic map and have
 HQ0399.an estimated accuracy of +/- 6 seconds.
 HQ0399
 HQ0399.The orthometric height was determined by differential leveling
 HQ0399.and adjusted by the National Geodetic Survey in June 1991..
 HQ0399
 HQ0399.The geoid height was determined by GEOID03.
 HQ0399
 HQ0399.The dynamic height is computed by dividing the NAVD 88
 HQ0399.geopotential number by the normal gravity value computed on the
 HQ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0399.degrees latitude (g = 980.6199 gals.).
 HQ0399
 HQ0399.The modeled gravity was interpolated from observed gravity values.
 HQ0399
 HQ0399;                    North         East    Units  Estimated Accuracy
 HQ0399;SPC NV C     - 6,316,420.      519,720.      MT  (+/- 180 meters Scaled)
 HQ0399
 HQ0399                          SUPERSEDED SURVEY CONTROL
 HQ0399
 HQ0399.No superseded survey control is available for this station.
 HQ0399
 HQ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB491617(NAD 83)
 HQ0399_MARKER: DR = REFERENCE MARK DISK
 HQ0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0399_STAMPING: AERIAL NO 1 1950
 HQ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0399+STABILITY: SURFACE MOTION
 HQ0399
 HQ0399  HISTORY     - Date     Condition        Report By
 HQ0399  HISTORY     - 1950     MONUMENTED       CGS
 HQ0399  HISTORY     - 1952     GOOD             NGS
 HQ0399
 HQ0399                          STATION DESCRIPTION
 HQ0399
 HQ0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0399'11.4 MI SE FROM MELLAN.
 HQ0399'11.45 MILES SOUTHEAST ALONG A DIRT ROAD FROM A LARGE GRANITE
 HQ0399'KNOLL AT MELLAN, AT AN INTERSECTION WITH A NORTH AND SOUTH
 HQ0399'ROAD, 26.2 FEET SOUTHEAST OF TRIANGULATION STATION AERIAL 1950,
 HQ0399'28 FEET NORTHEAST OF THE CENTER LINE OF A NORTHWEST AND SOUTHEAST
 HQ0399'ROAD, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 HQ0399'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0400 ***********************************************************************
 HQ0400  DESIGNATION -  AERIAL RM 2
 HQ0400  PID         -  HQ0400
 HQ0400  STATE/COUNTY-  NV/NYE
 HQ0400  USGS QUAD   -  WEST OF QUARTZITE MOUNTAIN (1988)
 HQ0400
 HQ0400                         *CURRENT SURVEY CONTROL
 HQ0400  ___________________________________________________________________
 HQ0400* NAD 83(1986)-  37 36 06.     (N)    116 26 35.     (W)     SCALED    
 HQ0400* NAVD 88     -      1604.033  (meters)    5262.56   (feet)  ADJUSTED  
 HQ0400  ___________________________________________________________________
 HQ0400  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 HQ0400  DYNAMIC HT  -        1602.214 (meters)    5256.60  (feet)  COMP
 HQ0400  MODELED GRAV-     979,440.2   (mgal)                       NAVD 88
 HQ0400
 HQ0400  VERT ORDER  -  SECOND    CLASS 0
 HQ0400
 HQ0400.The horizontal coordinates were scaled from a topographic map and have
 HQ0400.an estimated accuracy of +/- 6 seconds.
 HQ0400
 HQ0400.The orthometric height was determined by differential leveling
 HQ0400.and adjusted by the National Geodetic Survey in June 1991..
 HQ0400
 HQ0400.The geoid height was determined by GEOID03.
 HQ0400
 HQ0400.The dynamic height is computed by dividing the NAVD 88
 HQ0400.geopotential number by the normal gravity value computed on the
 HQ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0400.degrees latitude (g = 980.6199 gals.).
 HQ0400
 HQ0400.The modeled gravity was interpolated from observed gravity values.
 HQ0400
 HQ0400;                    North         East    Units  Estimated Accuracy
 HQ0400;SPC NV C     - 6,316,420.      519,740.      MT  (+/- 180 meters Scaled)
 HQ0400
 HQ0400                          SUPERSEDED SURVEY CONTROL
 HQ0400
 HQ0400.No superseded survey control is available for this station.
 HQ0400
 HQ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB491617(NAD 83)
 HQ0400_MARKER: DR = REFERENCE MARK DISK
 HQ0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0400_STAMPING: AERIAL NO 2 1950
 HQ0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0400+STABILITY: SURFACE MOTION
 HQ0400
 HQ0400  HISTORY     - Date     Condition        Report By
 HQ0400  HISTORY     - 1950     MONUMENTED       CGS
 HQ0400  HISTORY     - 1952     GOOD             NGS
 HQ0400  HISTORY     - 1980     MARK NOT FOUND   USPSQD
 HQ0400
 HQ0400                          STATION DESCRIPTION
 HQ0400
 HQ0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0400'THE STATION IS ON THE ROLLING LAND THAT IS LOCATED ABOUT 7-1/2
 HQ0400'MILES WEST NORTHWEST OF GOLD REED AND ABOUT 43 MILES SOUTHEAST
 HQ0400'OF TONOPAH.
 HQ0400'
 HQ0400'REFERENCE MARK NUMBER 2, STAMPED AERIAL NO 2 1950, IS SET IN A
 HQ0400'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 HQ0400
 HQ0400                          STATION RECOVERY (1952)
 HQ0400
 HQ0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 HQ0400'11.4 MI SE FROM MELLAN.
 HQ0400'11.45 MILES SOUTHEAST ALONG A DIRT ROAD FROM A LARGE GRANITE
 HQ0400'KNOLL AT MELLAN, AT AN INTERSECTION WITH A NORTH AND SOUTH
 HQ0400'ROAD, 17 FEET NORTH OF THE CENTER OF THE ROAD INTERSECTION,
 HQ0400'15 FEET NORTHEAST OF THE CENTER LINE OF A NORTHWEST AND SOUTHEAST
 HQ0400'ROAD, 25.3 FEET SOUTHWEST OF TRIANGULATION STATION AERIAL 1950,
 HQ0400'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HQ0400
 HQ0400                          STATION RECOVERY (1980)
 HQ0400
 HQ0400'RECOVERY NOTE BY US POWER SQUADRON 1980 (GAP)
 HQ0400'AERIAL RM NO 2 1950 DESTROYED.  CONCRETE MONUMENT WAS BROKEN
 HQ0400'APART AND SCATTERED ABOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1851 ***********************************************************************
 KR1851  DESIGNATION -  AGENCY
 KR1851  PID         -  KR1851
 KR1851  STATE/COUNTY-  NV/WASHOE
 KR1851  USGS QUAD   -  NIXON (1986)
 KR1851
 KR1851                         *CURRENT SURVEY CONTROL
 KR1851  ___________________________________________________________________
 KR1851* NAD 83(1994)-  39 49 17.41780(N)    119 17 09.99820(W)     ADJUSTED  
 KR1851* NAVD 88     -      1699.2    (meters)    5575.     (feet)  VERTCON   
 KR1851  ___________________________________________________________________
 KR1851  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 KR1851  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 KR1851
 KR1851  HORZ ORDER  -  THIRD
 KR1851
 KR1851.The horizontal coordinates were established by classical geodetic methods
 KR1851.and adjusted by the National Geodetic Survey in June 1998..
 KR1851
 KR1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1851
 KR1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1851
 KR1851.The geoid height was determined by GEOID03.
 KR1851
 KR1851;                    North         East     Units Scale Factor Converg.
 KR1851;SPC NV W     - 4,563,031.885   739,836.913   MT  0.99994455   -0 27 00.3
 KR1851;SPC NV W     -14,970,547.11  2,427,281.61   sFT  0.99994455   -0 27 00.3
 KR1851;UTM  11      - 4,410,446.777   304,341.688   MT  1.00007132   -1 27 52.1
 KR1851
 KR1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1851!SPC NV W     -   0.99973723  x   0.99994455  =   0.99968180
 KR1851!UTM  11      -   0.99973723  x   1.00007132  =   0.99980853
 KR1851
 KR1851                          SUPERSEDED SURVEY CONTROL
 KR1851
 KR1851  NAD 83(1992)-  39 49 17.42470(N)    119 17 09.99658(W) AD(       ) 3
 KR1851  NAD 83(1986)-  39 49 17.42886(N)    119 17 09.99222(W) AD(       ) 3
 KR1851  NGVD 29 (10/14/92) 1698.2    (m)         5572.     (f) VERT ANG       
 KR1851
 KR1851.Superseded values are not recommended for survey control.
 KR1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1851.See file dsdata.txt to determine how the superseded data were derived.
 KR1851
 KR1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE0434210447(NAD 83)
 KR1851_MARKER: DS = TRIANGULATION STATION DISK
 KR1851_SETTING: 66 = SET IN ROCK OUTCROP
 KR1851_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KR1851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1851+STABILITY: POSITION/ELEVATION WELL
 KR1851
 KR1851  HISTORY     - Date     Condition        Report By
 KR1851  HISTORY     - 1956     MONUMENTED       USGS
 KR1851
 KR1851                          STATION DESCRIPTION
 KR1851
 KR1851'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KR1851'LOCATED ABOUT 3 MI E. OF NIXON.  ON HIGHEST PORTION OF LONG N.-S.
 KR1851'RIDGE, AT NORTH END.
 KR1851'
 KR1851'TO REACH FROM NIXON TRADING POST 16 MI N. OF WADSWORTH ON STATE
 KR1851'HWY. 34, TURN RIGHT (S.) 1.2 MI ALONG COUNTY RD. ON EAST SIDE OF
 KR1851'TRUCKEE RIVER.  TAKE LEFT FORK ACROSS DITCH 0.5 MI TO WHERE RD.
 KR1851'TOPS OUT FROM STEEP BANK.  TAKE RIGHT FORK 1 MI.  TAKE RIGHT FORK
 KR1851'0.4 MI.  TAKE LEFT FORK 2.8 MI.  TAKE LEFT FORK PASSING CORRAL AND
 KR1851'CABIN 1.9 MI.  LEAVE RD. AND PICK WAY TO NW. TO BASE OF HILL AND
 KR1851'END OF RD.  LEAVE TRUCK AND CLIMB TO HIGHEST PART OF HILL.  A
 KR1851'1-HOUR PACK.
 KR1851'
 KR1851'STATION MARK--STANDARD TABLET STAMPED---AGENCY 1956---, CEMENTED IN
 KR1851'DRILL HOLE IN ROCK OUTCROP.
 KR1851'
 KR1851'RM 1--COPPER NAIL AND WASHER STAMPED---RM 1---, IN HOLE IN ROCK.
 KR1851'
 KR1851'RM 2--COPPER NAIL AND WASHER STAMPED---RM 2---, IN HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0657 ***********************************************************************
 KR0657  DESIGNATION -  AGIE
 KR0657  PID         -  KR0657
 KR0657  STATE/COUNTY-  NV/CHURCHILL
 KR0657  USGS QUAD   -  EAGLE ROCK (1985)
 KR0657
 KR0657                         *CURRENT SURVEY CONTROL
 KR0657  ___________________________________________________________________
 KR0657* NAD 83(1994)-  39 44 16.56258(N)    119 04 00.37122(W)     ADJUSTED  
 KR0657* NAVD 88     -      1242.315  (meters)    4075.83   (feet)  ADJUSTED  
 KR0657  ___________________________________________________________________
 KR0657  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 KR0657  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 KR0657  DYNAMIC HT  -        1241.269 (meters)    4072.40  (feet)  COMP
 KR0657  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 KR0657
 KR0657  HORZ ORDER  -  SECOND
 KR0657  VERT ORDER  -  SECOND    CLASS 0
 KR0657
 KR0657.The horizontal coordinates were established by classical geodetic methods
 KR0657.and adjusted by the National Geodetic Survey in June 1998..
 KR0657
 KR0657.The orthometric height was determined by differential leveling
 KR0657.and adjusted by the National Geodetic Survey in June 1991..
 KR0657
 KR0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0657
 KR0657.The geoid height was determined by GEOID03.
 KR0657
 KR0657.The dynamic height is computed by dividing the NAVD 88
 KR0657.geopotential number by the normal gravity value computed on the
 KR0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0657.degrees latitude (g = 980.6199 gals.).
 KR0657
 KR0657.The modeled gravity was interpolated from observed gravity values.
 KR0657
 KR0657;                    North         East     Units Scale Factor Converg.
 KR0657;SPC NV W     - 4,553,629.359   758,564.167   MT  0.99992113   -0 18 32.6
 KR0657;SPC NV W     -14,939,698.99  2,488,722.60   sFT  0.99992113   -0 18 32.6
 KR0657;UTM  11      - 4,400,713.550   322,901.486   MT  0.99998614   -1 19 17.7
 KR0657
 KR0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0657!SPC NV W     -   0.99980890  x   0.99992113  =   0.99973004
 KR0657!UTM  11      -   0.99980890  x   0.99998614  =   0.99979504
 KR0657
 KR0657:                Primary Azimuth Mark                     Grid Az
 KR0657:SPC NV W     -  JEFF                                     031 40 32.1
 KR0657:UTM  11      -  JEFF                                     032 41 17.2
 KR0657
 KR0657|---------------------------------------------------------------------|
 KR0657| PID    Reference Object                     Distance      Geod. Az  |
 KR0657|                                                           dddmmss.s |
 KR0657| KR1564 JEFF                                APPROX. 3.8 KM 0312159.5 |
 KR0657| KR1547 AIRWAY BN 23 12 MI NE OF HAZEN      APPROX.11.2 KM 0843932.3 |
 KR0657| KR0658 AGIE RM 1                            18.382 METERS 11239     |
 KR0657| KR0656 AGIE RM 2                            12.343 METERS 20151     |
 KR0657|---------------------------------------------------------------------|
 KR0657
 KR0657                          SUPERSEDED SURVEY CONTROL
 KR0657
 KR0657  NAD 83(1992)-  39 44 16.56461(N)    119 04 00.35894(W) AD(       ) 2
 KR0657  NAD 83(1986)-  39 44 16.56285(N)    119 04 00.35872(W) AD(       ) 2
 KR0657  NAD 27      -  39 44 16.88490(N)    119 03 56.76670(W) AD(       ) 2
 KR0657  NGVD 29 (??/??/92) 1241.336  (m)         4072.62   (f) ADJ UNCH    2 0
 KR0657
 KR0657.Superseded values are not recommended for survey control.
 KR0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0657.See file dsdata.txt to determine how the superseded data were derived.
 KR0657
 KR0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE2290100714(NAD 83)
 KR0657_MARKER: DS = TRIANGULATION STATION DISK
 KR0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0657_SP_SET: CONCRETE POST
 KR0657_STAMPING: AGIE 1958
 KR0657_MARK LOGO: CGS   
 KR0657_PROJECTION: PROJECTING 5 CENTIMETERS
 KR0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0657+STABILITY: SURFACE MOTION
 KR0657
 KR0657  HISTORY     - Date     Condition        Report By
 KR0657  HISTORY     - 1958     MONUMENTED       CGS
 KR0657  HISTORY     - 1958     GOOD             CGS
 KR0657  HISTORY     - 1986     GOOD             NGS
 KR0657
 KR0657                          STATION DESCRIPTION
 KR0657
 KR0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 KR0657'STATION IS 4-1/2 MILES SOUTHWEST FROM BRADY HOT SPRINGS, ON
 KR0657'THE TOP OF A ROUND MOUND, THE HIGHEST OF A GROUP, AND 0.2
 KR0657'MILE NORTHWEST OF THE PRESENT ALINEMENT OF U.S. HIGHWAY 40.
 KR0657'STATION IS ABOUT 0.4 MILE WEST-SOUTHWEST OF THE OLD COUNTY
 KR0657'LINE MONUMENT THAT MARKED LYON AND CHURCHILL COUNTIES.
 KR0657'
 KR0657'REACHED FROM BRADY HOT SPRINGS BY CONTINUING U.S. HIGHWAY 40
 KR0657'SOUTHWEST 4.1 MILES TO COUNTY LINE MONUMENT, CONTINUE 0.5 MILE
 KR0657'WHEN TURN RIGHT ON GRAVELED ROAD TO GRAVEL PIT, 0.2 MILE,
 KR0657'THEN CONTINUE BEYOND ABOUT 0.05 MILE TO THE HIGHEST POINT IN
 KR0657'THE IMMEDIATE VICINITY AND STATION SITE.
 KR0657'
 KR0657'STATION MARK IS SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 KR0657'3-INCHES, IT AND THE REFERENCE MARKS STAMPED AGIE 1958, THE
 KR0657'REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY,
 KR0657'THESE SET IN OUTCROPPING ROCK.
 KR0657
 KR0657                          STATION RECOVERY (1958)
 KR0657
 KR0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KR0657'4.85 MI SW FROM BRADY HOT SPRINGS.
 KR0657'4.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS TO A
 KR0657'SIDE ROAD RIGHT, THENCE 0.2 MILE NORTHWEST, THENCE 0.05 MILE NORTHEAST
 KR0657'TO A SMALL MOUND, 60.4 FEET WEST OF R.M. 1, 40.6 FEET NORTH OF R.M. 2,
 KR0657'8.0 FEET NORTH OF A WITNESS POST, SET IN A ROUND CONCRETE POST
 KR0657'PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 KR0657
 KR0657                          STATION RECOVERY (1986)
 KR0657
 KR0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0657'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0657'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0657'FERNLEY, THENCE 19.0 KM (11.8 MI) NORTHEAST ALONG I-80, THENCE 0.36 KM
 KR0657'(0.22 MI) NORTHWEST ALONG A TRACK ROAD, ON TOP AND CENTER OF A SMALL
 KR0657'ROUND HILL (THE HIGHEST ONE OF SEVERAL HILLS), ABOUT 0.24 KM (0.15 MI)
 KR0657'SOUTHEAST OF THE WESTBOUND LANES, 18.4 METERS (60.5 FT) NORTHWEST OF
 KR0657'AGIE RM 1, 12.3 METERS (40.5 FT) NORTHEAST OF AGIE RM 2.  NOTE--NOT
 KR0657'LEVELED DURING THIS SURVEY.
 KR0657'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 KR0657'THE MARK IS 2.0 M ABOVE THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0658 ***********************************************************************
 KR0658  DESIGNATION -  AGIE RM 1
 KR0658  PID         -  KR0658
 KR0658  STATE/COUNTY-  NV/CHURCHILL
 KR0658  USGS QUAD   -  EAGLE ROCK (1985)
 KR0658
 KR0658                         *CURRENT SURVEY CONTROL
 KR0658  ___________________________________________________________________
 KR0658* NAD 83(1986)-  39 44 16.     (N)    119 04 00.     (W)     SCALED    
 KR0658* NAVD 88     -      1241.060  (meters)    4071.71   (feet)  ADJUSTED  
 KR0658  ___________________________________________________________________
 KR0658  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 KR0658  DYNAMIC HT  -        1240.015 (meters)    4068.28  (feet)  COMP
 KR0658  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 KR0658
 KR0658  VERT ORDER  -  SECOND    CLASS 0
 KR0658
 KR0658.The horizontal coordinates were scaled from a topographic map and have
 KR0658.an estimated accuracy of +/- 6 seconds.
 KR0658
 KR0658.The orthometric height was determined by differential leveling
 KR0658.and adjusted by the National Geodetic Survey in June 1991..
 KR0658
 KR0658.The geoid height was determined by GEOID03.
 KR0658
 KR0658.The dynamic height is computed by dividing the NAVD 88
 KR0658.geopotential number by the normal gravity value computed on the
 KR0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0658.degrees latitude (g = 980.6199 gals.).
 KR0658
 KR0658.The modeled gravity was interpolated from observed gravity values.
 KR0658
 KR0658;                    North         East    Units  Estimated Accuracy
 KR0658;SPC NV W     - 4,553,610.      758,570.      MT  (+/- 180 meters Scaled)
 KR0658
 KR0658                          SUPERSEDED SURVEY CONTROL
 KR0658
 KR0658  NGVD 29 (??/??/92) 1240.080  (m)         4068.50   (f) ADJ UNCH    2 0
 KR0658
 KR0658.Superseded values are not recommended for survey control.
 KR0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0658.See file dsdata.txt to determine how the superseded data were derived.
 KR0658
 KR0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE229006(NAD 83)
 KR0658_MARKER: DR = REFERENCE MARK DISK
 KR0658_SETTING: 66 = SET IN ROCK OUTCROP
 KR0658_SP_SET: ROCK OUTCROP
 KR0658_STAMPING: AGIE NO 1 1958
 KR0658_MARK LOGO: CGS   
 KR0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0658+STABILITY: POSITION/ELEVATION WELL
 KR0658
 KR0658  HISTORY     - Date     Condition        Report By
 KR0658  HISTORY     - 1958     MONUMENTED       CGS
 KR0658  HISTORY     - 1986     GOOD             NGS
 KR0658
 KR0658                          STATION DESCRIPTION
 KR0658
 KR0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0658'4.85 MI SW FROM BRADY HOT SPRINGS.
 KR0658'4.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS TO A
 KR0658'SIDE ROAD RIGHT, THENCE 0.2 MILE NORTHWEST, THENCE 0.05 MILE NORTHEAST
 KR0658'TO A SMALL MOUND, 60.4 FEET EAST OF STATION MARK, SET IN A DRILL HOLE
 KR0658'IN BEDROCK PROJECTING 1 INCH ABOVE GROUND SURFACE.
 KR0658
 KR0658                          STATION RECOVERY (1986)
 KR0658
 KR0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0658'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0658'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0658'FERNLEY, THENCE 19.0 KM (11.8 MI) NORTHEAST ALONG I-80, THENCE 0.36 KM
 KR0658'(0.22 MI) NORTHWEST ALONG A TRACK ROAD, IN A ROCK OUTCROP ON THE
 KR0658'SOUTHEAST SIDE OF A SMALL ROUND HILL (THE HIGHEST ONE OF SEVERAL
 KR0658'HILLS), ABOUT 0.24 KM (0.15 MI) SOUTHEAST OF THE WESTBOUND LANES,
 KR0658'18.4 METERS (60.5 FT) SOUTHEAST OF THE STATION AGIE.  NOTE--NOT
 KR0658'LEVELED DURING THIS SURVEY.
 KR0658'THE MARK IS 18.9 METERS  SE FROM  A WITNESS POST
 KR0658'THE MARK IS 2.0 M ABOVE THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0656 ***********************************************************************
 KR0656  DESIGNATION -  AGIE RM 2
 KR0656  PID         -  KR0656
 KR0656  STATE/COUNTY-  NV/CHURCHILL
 KR0656  USGS QUAD   -  EAGLE ROCK (1985)
 KR0656
 KR0656                         *CURRENT SURVEY CONTROL
 KR0656  ___________________________________________________________________
 KR0656* NAD 83(1986)-  39 44 16.     (N)    119 04 00.     (W)     SCALED    
 KR0656* NAVD 88     -      1241.558  (meters)    4073.34   (feet)  ADJUSTED  
 KR0656  ___________________________________________________________________
 KR0656  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 KR0656  DYNAMIC HT  -        1240.513 (meters)    4069.92  (feet)  COMP
 KR0656  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 KR0656
 KR0656  VERT ORDER  -  SECOND    CLASS 0
 KR0656
 KR0656.The horizontal coordinates were scaled from a topographic map and have
 KR0656.an estimated accuracy of +/- 6 seconds.
 KR0656
 KR0656.The orthometric height was determined by differential leveling
 KR0656.and adjusted by the National Geodetic Survey in June 1991..
 KR0656
 KR0656.The geoid height was determined by GEOID03.
 KR0656
 KR0656.The dynamic height is computed by dividing the NAVD 88
 KR0656.geopotential number by the normal gravity value computed on the
 KR0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0656.degrees latitude (g = 980.6199 gals.).
 KR0656
 KR0656.The modeled gravity was interpolated from observed gravity values.
 KR0656
 KR0656;                    North         East    Units  Estimated Accuracy
 KR0656;SPC NV W     - 4,553,610.      758,570.      MT  (+/- 180 meters Scaled)
 KR0656
 KR0656                          SUPERSEDED SURVEY CONTROL
 KR0656
 KR0656  NGVD 29 (??/??/92) 1240.579  (m)         4070.13   (f) ADJ UNCH    2 0
 KR0656
 KR0656.Superseded values are not recommended for survey control.
 KR0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0656.See file dsdata.txt to determine how the superseded data were derived.
 KR0656
 KR0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE229006(NAD 83)
 KR0656_MARKER: DR = REFERENCE MARK DISK
 KR0656_SETTING: 66 = SET IN ROCK OUTCROP
 KR0656_SP_SET: ROCK OUTCROP
 KR0656_STAMPING: AGIE NO 2 1958
 KR0656_MARK LOGO: CGS   
 KR0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0656+STABILITY: POSITION/ELEVATION WELL
 KR0656
 KR0656  HISTORY     - Date     Condition        Report By
 KR0656  HISTORY     - 1958     MONUMENTED       CGS
 KR0656  HISTORY     - 1986     GOOD             NGS
 KR0656
 KR0656                          STATION DESCRIPTION
 KR0656
 KR0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0656'4.85 MI SW FROM BRADY HOT SPRINGS.
 KR0656'4.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM BRADY HOT SPRINGS TO A
 KR0656'SIDE ROAD RIGHT, THENCE 0.2 MILE NORTHWEST, THENCE 0.05 MILE NORTHEAST
 KR0656'TO A SMALL MOUND, 40.6 FEET SOUTH OF STATION MARK, SET IN A DRILL HOLE
 KR0656'IN BEDROCK PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 KR0656
 KR0656                          STATION RECOVERY (1986)
 KR0656
 KR0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0656'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 3.81 KM (2.38
 KR0656'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0656'FERNLEY, THENCE 19.0 KM (11.8 MI) NORTHEAST ALONG I-80, THENCE 0.36 KM
 KR0656'(0.22 MI) NORTHWEST ALONG A TRACK ROAD, IN A ROCK OUTCROP ON THE
 KR0656'SOUTHWEST SIDE OF A SMALL ROUND HILL (THE HIGHEST ONE OF SEVERAL),
 KR0656'ABOUT 0.24 KM (0.15 MI) SOUTHEAST OF THE WESTBOUND LANES OF I-80, 12.3
 KR0656'METERS (40.5 FT) SOUTHWEST OF THE STATION MARK. NOT LEVELED DURING
 KR0656'THIS SURVEY.
 KR0656'THE MARK IS 11.9 METERS  SW FROM  A WITNESS POST
 KR0656'THE MARK IS 2.0 M ABOVE THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0545 ***********************************************************************
 LR0545  DESIGNATION -  AIR
 LR0545  PID         -  LR0545
 LR0545  STATE/COUNTY-  NV/HUMBOLDT
 LR0545  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0545
 LR0545                         *CURRENT SURVEY CONTROL
 LR0545  ___________________________________________________________________
 LR0545* NAD 83(1994)-  40 58 32.39055(N)    117 43 15.58416(W)     ADJUSTED  
 LR0545* NAVD 88     -      1327.608  (meters)    4355.66   (feet)  ADJUSTED  
 LR0545  ___________________________________________________________________
 LR0545  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 LR0545  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 LR0545  DYNAMIC HT  -        1326.602 (meters)    4352.36  (feet)  COMP
 LR0545  MODELED GRAV-     979,820.4   (mgal)                       NAVD 88
 LR0545
 LR0545  HORZ ORDER  -  FIRST
 LR0545  VERT ORDER  -  FIRST     CLASS II
 LR0545
 LR0545.The horizontal coordinates were established by classical geodetic methods
 LR0545.and adjusted by the National Geodetic Survey in June 1998..
 LR0545
 LR0545.The orthometric height was determined by differential leveling
 LR0545.and adjusted by the National Geodetic Survey in June 1991..
 LR0545
 LR0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0545
 LR0545.The geoid height was determined by GEOID03.
 LR0545
 LR0545.The dynamic height is computed by dividing the NAVD 88
 LR0545.geopotential number by the normal gravity value computed on the
 LR0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0545.degrees latitude (g = 980.6199 gals.).
 LR0545
 LR0545.The modeled gravity was interpolated from observed gravity values.
 LR0545
 LR0545;                    North         East     Units Scale Factor Converg.
 LR0545;SPC NV W     - 4,691,301.398   872,572.756   MT  0.99996480   +0 33 55.8
 LR0545;SPC NV W     -15,391,378.00  2,862,765.78   sFT  0.99996480   +0 33 55.8
 LR0545;UTM  11      - 4,536,305.822   439,340.641   MT  0.99964529   -0 28 22.1
 LR0545
 LR0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0545!SPC NV W     -   0.99979501  x   0.99996480  =   0.99975982
 LR0545!UTM  11      -   0.99979501  x   0.99964529  =   0.99944037
 LR0545
 LR0545:                Primary Azimuth Mark                     Grid Az
 LR0545:SPC NV W     -  AIR AZ MK                                062 38 46.6
 LR0545:UTM  11      -  AIR AZ MK                                063 41 04.5
 LR0545
 LR0545|---------------------------------------------------------------------|
 LR0545| PID    Reference Object                     Distance      Geod. Az  |
 LR0545|                                                           dddmmss.s |
 LR0545| LR0674 AIR AZ MK                           APPROX. 3.3 KM 0631242.4 |
 LR0545| LR0544 AIR RM 1                             19.695 METERS 26430     |
 LR0545| LR0546 AIR RM 2                             27.200 METERS 35309     |
 LR0545|---------------------------------------------------------------------|
 LR0545
 LR0545                          SUPERSEDED SURVEY CONTROL
 LR0545
 LR0545  NAD 83(1986)-  40 58 32.39576(N)    117 43 15.57852(W) AD(       ) 1
 LR0545  NAD 27      -  40 58 32.74600(N)    117 43 12.11500(W) AD(       ) 1
 LR0545  NGVD 29 (07/19/86) 1326.57   (m)         4352.3    (f) LEVELING    3  
 LR0545
 LR0545.Superseded values are not recommended for survey control.
 LR0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0545.See file dsdata.txt to determine how the superseded data were derived.
 LR0545
 LR0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF3934136306(NAD 83)
 LR0545_MARKER: DS = TRIANGULATION STATION DISK
 LR0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0545_STAMPING: AIR 1940
 LR0545_MARK LOGO: CGS   
 LR0545_PROJECTION: PROJECTING 40 CENTIMETERS
 LR0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0545+STABILITY: SURFACE MOTION
 LR0545
 LR0545  HISTORY     - Date     Condition        Report By
 LR0545  HISTORY     - 1940     MONUMENTED       CGS
 LR0545  HISTORY     - 1946     GOOD             CGS
 LR0545  HISTORY     - 1953     GOOD             CGS
 LR0545  HISTORY     - 1953     GOOD             NGS
 LR0545  HISTORY     - 1957     GOOD             CGS
 LR0545  HISTORY     - 1958     GOOD             CGS
 LR0545  HISTORY     - 1984     GOOD             NGS
 LR0545
 LR0545                          STATION DESCRIPTION
 LR0545
 LR0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LR0545'STATION IS LOCATED ABOUT 0.8 MILE E BY NE OF DOWNTOWN WINNEMUCCA,
 LR0545'0.25 MILE NE OF THE SOUTHERN PACIFIC RAILROAD UNDERPASS, AND 66
 LR0545'PACES N OF THE CENTER LINE OF U.S. HIGHWAY 40, BETWEEN HIGHWAY
 LR0545'AND RAILROAD, AND JUST ACROSS THE HIGHWAY FROM THE WINNEMUCCA
 LR0545'AIRPORT.
 LR0545'
 LR0545'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARK ARE STANDARD
 LR0545'BRONZE DISKS SET IN CONCRETE.
 LR0545'
 LR0545'AZIMUTH MARK IS 2.1 MILES BY ROAD NE OF STATION ON THE HIGHEST
 LR0545'POINT OF THE N BANK OF A CUT WHERE THE HIGHWAY IS CUT THRU A LOW
 LR0545'HILL.  MARK IS 88 FEET NW OF CENTER LINE OF HIGHWAY AND 12.6
 LR0545'FEET SSE OF WHITE RIGHT-OF-WAY STAKE ON THE HIGHEST POINT OF THE
 LR0545'CUT-BANK.
 LR0545'
 LR0545'TO REACH THE STATION FROM STOKERS CABIN CAMP AND SERVICE STATION,
 LR0545'GO E ON HIGHWAY 40, 0.35 MILE TO RAILROAD UNDERPASS, CONTINUE
 LR0545'ON HIGHWAY 0.25 MILE TO STATION ON LEFT, 66 PACES N OF HIGHWAY
 LR0545'ON FLAT, BARE, PLOT OF GROUND.
 LR0545
 LR0545                          STATION RECOVERY (1946)
 LR0545
 LR0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 LR0545'THE STATION WAS FOUND AS DESCRIBED AND ALL THE MARKS ARE IN
 LR0545'GOOD CONDITION.  THE STATION IS LOCATED ABOUT 0.8 MILES NORTHEAST
 LR0545'OF WINNEMUCCA, 0.25 MILES NORTHEAST OF THE SOUTHERN PACIFIC
 LR0545'RAILROAD UNDERPASS, AND 66 PACES NORTH OF THE CENTER OF U.S.
 LR0545'HIGHWAY NO 40, BETWEEN THE HIGHWAY AND THE RAILROAD.  THE STATION
 LR0545'IS A STANDARD DISK STAMPED AIR 1940, SET IN THE TOP OF A 12 BY
 LR0545'12 INCH CONCRETE POST FLUSH WITH THE GROUND.  IT IS 75 METERS
 LR0545'SOUTHEAST OF A POWER LINE, 50 METERS NORTHEAST OF THE DITCH,
 LR0545'15 METERS NORTHEAST OF A SIGNBOARD, AND ON THE HIGHEST GROUND
 LR0545'IN THE VICINITY.
 LR0545'
 LR0545'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED AIR NO 1 1940,
 LR0545'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING ABOUT
 LR0545'4 INCHES.  IT IS 50 METERS NORTH OF THE RIGHTWAY LINE, AND ABOUT
 LR0545'THE SAME ELEVATION AS THE STATION.
 LR0545'
 LR0545'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED AIR NO 2 1940,
 LR0545'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING ABOUT
 LR0545'6 INCHES.  IT IS 40 METERS SOUTH OF THE POWER LINE, 5 FEET WEST
 LR0545'OF A WHITE WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 LR0545'
 LR0545'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AIR 1940, SET IN
 LR0545'A 12 BY 12 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES.  IT IS
 LR0545'88 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, AND 12.6 FEET
 LR0545'SOUTH SOUTHEAST OF A WHITE RIGHT-OF-WAY STAKE AND ON THE HIGHEST
 LR0545'PART OF THE CUTBANK.
 LR0545'
 LR0545'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON
 LR0545'U.S. HIGHWAY NO 40 FOR 2.1 MILES TO THE MARK ON THE LEFT AS
 LR0545'DESCRIBED ABOVE.
 LR0545'
 LR0545'TO REACH THE STATION FROM THE MAIN INTERSECTION IN WINNEMUCCA GO
 LR0545'NORTHEAST ON U.S. HIGHWAY NO 40 FOR 0.8 MILES OR 0.25 MILES AFTER
 LR0545'PASSING UNDER THE UNDERPASS, AND THE STATION ON THE LEFT JUST
 LR0545'BEFORE MAKING THE BEND TO THE LEFT ON U.S. HIGHWAY NO 40.
 LR0545
 LR0545                          STATION RECOVERY (1953)
 LR0545
 LR0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFW)
 LR0545'STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED.
 LR0545
 LR0545                          STATION RECOVERY (1953)
 LR0545
 LR0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 LR0545'0.8 MI E FROM WINNEMUCCA.
 LR0545'0.8 MILE EAST ALONG U. S. HIGHWAY 40 FROM THE HUMBOLDT HOTEL AT
 LR0545'WINNEMUCCA, 0.25 MILE EAST OF B.M. M 344, 179 FEET NORTH OF THE CENTER
 LR0545'LINE OF THE HIGHWAY, 132 FEET SOUTHEAST OF A TELEPHONE POLE WITH A GUY
 LR0545'WIRE, 89.2 FEET SOUTH OF AIR R.M. 2, 64.6 FEET EAST OF AIR R.M. 1, 51
 LR0545'FEET WEST OF THE WEST SIDE OF AN ABANDONED GRAVEL PIT, 2.5 FEET WEST
 LR0545'OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 LR0545'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LR0545
 LR0545                          STATION RECOVERY (1957)
 LR0545
 LR0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LR0545'RECOVERED AS DESCRIBED, ALL MARKS IN GOOD CONDITION.  ORIGINAL
 LR0545'ROUTE TO REACH, IS STILL ADEQUATE.  THE GROUND SURROUNDING THE
 LR0545'STATION MARK AND REFERENCE NO. 2 HAS BEEN GRADED OFF LEAVING THE
 LR0545'MARKS ABOUT 2-1/2 FEET ABOVE THE GENERAL SURFACE.  THE MOUND
 LR0545'HOLDING THE MARKS IS OF AN IRREGULAR TRIANGLE SHAPE ABOUT 8 OR
 LR0545'9 FEET AT BASE.  THE GROUND AROUND REFERENCE NO. 1 EVIDENTLY HAS
 LR0545'NOT BEEN DISTURBED.
 LR0545
 LR0545                          STATION RECOVERY (1958)
 LR0545
 LR0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WH)
 LR0545'LOCATED EAST OF THE CITY LIMITS OF WINNEMUCCA, 1/4 MILE NORTHEAST
 LR0545'OF THE RAILROAD UNDERPASS ON U.S. HIGHWAY 40, AND 200 FEET EAST
 LR0545'FROM THE CENTER LINE OF THE HIGHWAY.  THE LOCALITY HAS RECENTLY
 LR0545'BEEN GRADED FOR A BUILDING SITE.  THE STATION AND REFERENCE
 LR0545'MARKS WHILE IN THEIR ORIGINAL LOCATIONS NOW SET ON MOUNDS, THE
 LR0545'EARTH HAVING BEEN REMOVED.  EACH MOUND IS ABOUT 2 FEET ABOVE
 LR0545'PRESENT GROUND LEVEL.
 LR0545'
 LR0545'TO RETAIN HORIZONTAL CONTROL IN THE VICINITY, AN OFFSET STATION
 LR0545'WAS ESTABLISHED.  THIS CONSISTS OF A STANDARD TRIANGULATION
 LR0545'DISK SET IN A 4-FOOT SECTION OF CONCRETE FILLED PIPE, 27.895
 LR0545'METERS - 91.520 FEET FROM THE PRESENT STATION MARK.  THE OFFSET
 LR0545'IS 94.3 FEET FROM THE CENTER LINE OF THE HIGHWAY.  THE GEODETIC
 LR0545'AZIMUTH FROM THE OFF SET STATION TO THE STATION HARMONY 1946
 LR0545'IS 284 DEG 06 MIN 21.6 SEC.
 LR0545
 LR0545                          STATION RECOVERY (1984)
 LR0545
 LR0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0545'RECOVERED IN GOOD CONDITION.  US HIGHWAY 40 IS NOW STATE HIGHWAY 289.
 LR0545'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 LR0545'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1707 ***********************************************************************
 KR1707  DESIGNATION -  AIR
 KR1707  PID         -  KR1707
 KR1707  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1707  USGS QUAD   -  MARLETTE LAKE (1992)
 KR1707
 KR1707                         *CURRENT SURVEY CONTROL
 KR1707  ___________________________________________________________________
 KR1707* NAD 83(1994)-  39 07 40.93560(N)    119 57 00.54903(W)     ADJUSTED  
 KR1707* NAVD 88     -      1901.     (meters)    6237.     (feet)  SCALED    
 KR1707  ___________________________________________________________________
 KR1707  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 KR1707  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 KR1707
 KR1707  HORZ ORDER  -  THIRD
 KR1707
 KR1707.The horizontal coordinates were established by classical geodetic methods
 KR1707.and adjusted by the National Geodetic Survey in June 1998..
 KR1707
 KR1707.The orthometric height was scaled from a topographic map.
 KR1707
 KR1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1707
 KR1707.The geoid height was determined by GEOID03.
 KR1707
 KR1707;                    North         East     Units Scale Factor Converg.
 KR1707;SPC NV W     - 4,486,701.027   681,820.571   MT  1.00007192   -0 51 45.5
 KR1707;SPC NV W     -14,720,118.29  2,236,939.66   sFT  1.00007192   -0 51 45.5
 KR1707;SPC CA 2     -   664,218.919 2,177,220.339   MT  0.99991496   +1 17 32.5
 KR1707;SPC CA 2     - 2,179,191.57  7,143,097.06   sFT  0.99991496   +1 17 32.5
 KR1707;UTM  11      - 4,335,130.446   244,978.995   MT  1.00040087   -1 51 45.8
 KR1707;UTM  10      - 4,335,415.517   763,640.615   MT  1.00045593   +1 55 32.6
 KR1707
 KR1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1707!SPC NV W     -   0.99970555  x   1.00007192  =   0.99977745
 KR1707!SPC CA 2     -   0.99970555  x   0.99991496  =   0.99962054
 KR1707!UTM  11      -   0.99970555  x   1.00040087  =   1.00010631
 KR1707!UTM  10      -   0.99970555  x   1.00045593  =   1.00016135
 KR1707
 KR1707                          SUPERSEDED SURVEY CONTROL
 KR1707
 KR1707  NAD 83(1992)-  39 07 40.92854(N)    119 57 00.54749(W) AD(       ) 3
 KR1707  NAD 83(1986)-  39 07 40.91472(N)    119 57 00.51480(W) AD(       ) 3
 KR1707  NAD 27      -  39 07 41.26100(N)    119 56 56.86000(W) AD(       ) 3
 KR1707
 KR1707.Superseded values are not recommended for survey control.
 KR1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1707.See file dsdata.txt to determine how the superseded data were derived.
 KR1707
 KR1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4497935130(NAD 83)
 KR1707_MARKER: Z = SEE DESCRIPTION
 KR1707_SETTING: 0 = UNSPECIFIED SETTING
 KR1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1707
 KR1707  HISTORY     - Date     Condition        Report By
 KR1707  HISTORY     - 1922     MONUMENTED       CGS
 KR1707
 KR1707                          STATION DESCRIPTION
 KR1707
 KR1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FLP)
 KR1707'ON THE EAST SHORE OF LAKE TAHOE, ON A PROMINENT JUTTING POINT
 KR1707'ON THE SOUTH SHORE OF THE BIGHT, THE INNER PART OF WHICH IS KNOWN
 KR1707'AS SKUNK HARBOR, ON A WHITEWASHED BOULDER SLIGHTLY BACK FROM
 KR1707'THE SHORE LINE AND AT AN ELEVATION ABOVE THE SURFACE OF THE LAKE
 KR1707'OF ABOUT 12 OR 15 FEET.  THE STATION IS MARKED BY A STANDARD
 KR1707'DISK HYDROGRAPHIC STATION MARK, STAMPED AIR 1922, CEMENTED
 KR1707'INTO A DRILL HOLE IN THE TOP OF THE BOULDER.  IT IS 2 METERS
 KR1707'INSHORE OF U.S. RECLAMATION SERVICE SHORE LINE STATION NO. 90.
 KR1707'THE LINE FROM STATION AIR THROUGH STATION NO. 90 WOULD PASS
 KR1707'NEAR VIS AT TAHOE VISTA, NORTH SHORE OF LAKE TAHOE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0674 ***********************************************************************
 LR0674  DESIGNATION -  AIR AZ MK
 LR0674  PID         -  LR0674
 LR0674  STATE/COUNTY-  NV/HUMBOLDT
 LR0674  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0674
 LR0674                         *CURRENT SURVEY CONTROL
 LR0674  ___________________________________________________________________
 LR0674* NAD 83(1994)-  40 59 20.50043(N)    117 41 09.77784(W)     ADJUSTED  
 LR0674* NAVD 88     -      1379.791  (meters)    4526.86   (feet)  ADJUSTED  
 LR0674  ___________________________________________________________________
 LR0674  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 LR0674  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 LR0674  DYNAMIC HT  -        1378.740 (meters)    4523.42  (feet)  COMP
 LR0674  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 LR0674
 LR0674  HORZ ORDER  -  SECOND
 LR0674  VERT ORDER  -  SECOND    CLASS 0
 LR0674
 LR0674.The horizontal coordinates were established by classical geodetic methods
 LR0674.and adjusted by the National Geodetic Survey in June 1998..
 LR0674
 LR0674.The orthometric height was determined by differential leveling
 LR0674.and adjusted by the National Geodetic Survey in June 1991..
 LR0674
 LR0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0674
 LR0674.The geoid height was determined by GEOID03.
 LR0674
 LR0674.The dynamic height is computed by dividing the NAVD 88
 LR0674.geopotential number by the normal gravity value computed on the
 LR0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0674.degrees latitude (g = 980.6199 gals.).
 LR0674
 LR0674.The modeled gravity was interpolated from observed gravity values.
 LR0674
 LR0674;                    North         East     Units Scale Factor Converg.
 LR0674;SPC NV W     - 4,692,814.995   875,498.554   MT  0.99997013   +0 35 18.8
 LR0674;SPC NV W     -15,396,343.86  2,872,364.84   sFT  0.99997013   +0 35 18.8
 LR0674;UTM  11      - 4,537,765.673   442,292.433   MT  0.99964099   -0 27 00.0
 LR0674
 LR0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0674!SPC NV W     -   0.99978682  x   0.99997013  =   0.99975696
 LR0674!UTM  11      -   0.99978682  x   0.99964099  =   0.99942789
 LR0674
 LR0674:                Primary Azimuth Mark                     Grid Az
 LR0674:SPC NV W     -  35                                       068 28 10.5
 LR0674:UTM  11      -  35                                       069 30 29.3
 LR0674
 LR0674|---------------------------------------------------------------------|
 LR0674| PID    Reference Object                     Distance      Geod. Az  |
 LR0674|                                                           dddmmss.s |
 LR0674| LR0675 35                                  APPROX. 0.9 KM 0690329.3 |
 LR0674|---------------------------------------------------------------------|
 LR0674
 LR0674                          SUPERSEDED SURVEY CONTROL
 LR0674
 LR0674  NAD 83(1986)-  40 59 20.50547(N)    117 41 09.77244(W) AD(       ) 2
 LR0674  NAD 27      -  40 59 20.85540(N)    117 41 06.31370(W) AD(       ) 2
 LR0674  NGVD 29 (??/??/92) 1378.74   (m)         4523.4    (f) COMPUTED    2 0
 LR0674
 LR0674.Superseded values are not recommended for survey control.
 LR0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0674.See file dsdata.txt to determine how the superseded data were derived.
 LR0674
 LR0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF4229237766(NAD 83)
 LR0674_MARKER: DZ = AZIMUTH MARK DISK
 LR0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0674_STAMPING: AIR 1940
 LR0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0674+STABILITY: SURFACE MOTION
 LR0674
 LR0674  HISTORY     - Date     Condition        Report By
 LR0674  HISTORY     - 1957     MONUMENTED       CGS
 LR0674  HISTORY     - 1958     GOOD             NGS
 LR0674  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0674
 LR0674                          STATION DESCRIPTION
 LR0674
 LR0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LR0674'THE STATION IS 3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE
 LR0674'JUNCTION OF U.S. HIGHWAYS 40 AND 95 IN WINNEMUCCA, ON TOP OF THE
 LR0674'HIGH CUT BANK ON THE NORTHWEST SIDE OF THE HIGHWAY.
 LR0674'
 LR0674'THE MARK, A STANDARD AZIMUTH MARK DISK STAMPED AIR 1940, IS
 LR0674'SET IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.  IT IS 22-1/2
 LR0674'FEET NORTHWEST OF THE EDGE OF THE CUT BANK, 14 FEET SOUTHEAST
 LR0674'OF THE RIGHT-OF-WAY FENCE LINE AND 4 FEET WEST OF A METAL WITNESS
 LR0674'POST.
 LR0674'
 LR0674'NOTE--THIS IS THE AZIMUTH MARK FOR STATION AIR 1940.
 LR0674
 LR0674                          STATION RECOVERY (1958)
 LR0674
 LR0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LR0674'2.7 MI NE FROM WINNEMUCCA.
 LR0674'2.7 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 LR0674'U.S. 40 AND BRIDGE STREET AT WINNEMUCCA TO A CUT BANK, 89.0 FEET
 LR0674'NORTHWEST OF THE CENTERLINE OF HIGHWAY, 14.5 FEET SOUTHEAST OF A
 LR0674'FENCELINE, 4.0 FEET SOUTHWEST OF A METAL WITNESS POST, SET IN A SQUARE
 LR0674'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 LR0674
 LR0674                          STATION RECOVERY (1984)
 LR0674
 LR0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0674'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0854 ***********************************************************************
 LR0854  DESIGNATION -  AIR OFFSET
 LR0854  PID         -  LR0854
 LR0854  STATE/COUNTY-  NV/HUMBOLDT
 LR0854  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0854
 LR0854                         *CURRENT SURVEY CONTROL
 LR0854  ___________________________________________________________________
 LR0854* NAD 83(1994)-  40 58 31.58362(N)    117 43 15.04564(W)     ADJUSTED  
 LR0854* NAVD 88     -      1327.     (meters)    4354.     (feet)  SCALED    
 LR0854  ___________________________________________________________________
 LR0854  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 LR0854  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 LR0854
 LR0854  HORZ ORDER  -  THIRD
 LR0854
 LR0854.The horizontal coordinates were established by classical geodetic methods
 LR0854.and adjusted by the National Geodetic Survey in June 1998..
 LR0854.No horizontal observational check was made to the station.
 LR0854
 LR0854.The orthometric height was scaled from a topographic map.
 LR0854
 LR0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0854
 LR0854.The geoid height was determined by GEOID03.
 LR0854
 LR0854;                    North         East     Units Scale Factor Converg.
 LR0854;SPC NV W     - 4,691,276.632   872,585.591   MT  0.99996483   +0 33 56.1
 LR0854;SPC NV W     -15,391,296.75  2,862,807.89   sFT  0.99996483   +0 33 56.1
 LR0854;UTM  11      - 4,536,280.836   439,353.021   MT  0.99964527   -0 28 21.7
 LR0854
 LR0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0854!SPC NV W     -   0.99979510  x   0.99996483  =   0.99975994
 LR0854!UTM  11      -   0.99979510  x   0.99964527  =   0.99944044
 LR0854
 LR0854:                Primary Azimuth Mark                     Grid Az
 LR0854:SPC NV W     -  HARMONY                                  103 32 36.1
 LR0854:UTM  11      -  HARMONY                                  104 34 53.9
 LR0854
 LR0854|---------------------------------------------------------------------|
 LR0854| PID    Reference Object                     Distance      Geod. Az  |
 LR0854|                                                           dddmmss.s |
 LR0854| LR0855 HARMONY                             APPROX. 5.6 KM 1040632.2 |
 LR0854| LR0545 AIR                                  27.895 METERS 33310     |
 LR0854|---------------------------------------------------------------------|
 LR0854
 LR0854                          SUPERSEDED SURVEY CONTROL
 LR0854
 LR0854  NAD 83(1986)-  40 58 31.58883(N)    117 43 15.04001(W) AD(       ) 3
 LR0854  NAD 27      -  40 58 31.93900(N)    117 43 11.57700(W) AD(       ) 3
 LR0854
 LR0854.Superseded values are not recommended for survey control.
 LR0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0854.See file dsdata.txt to determine how the superseded data were derived.
 LR0854
 LR0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF3935336281(NAD 83)
 LR0854_MARKER: DS = TRIANGULATION STATION DISK
 LR0854_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LR0854_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 LR0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0854
 LR0854  HISTORY     - Date     Condition        Report By
 LR0854  HISTORY     - 1958     MONUMENTED       CGS
 LR0854
 LR0854                          STATION DESCRIPTION
 LR0854
 LR0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 LR0854'LOCATED EAST FROM THE CITY LIMITS OF WINNEMUCCA, 1/4 MILE
 LR0854'NORTHEAST OF THE RAILROAD UNDERPASS ON U.S. HIGHWAY 40, AND
 LR0854'94.3 FEET NNW OF THE CENTER LINE OF THE HIGHWAY.  THE STATION IS
 LR0854'A STANDARD TRIANGULATION DISK SET IN A 4-FOOT SECTION OF CONCRETE
 LR0854'FILLED PIPE, PROJECTS 4-INCHES ABOVE GROUND, STAMPED AIR OFFSET
 LR0854'1940.  UNDERGROUND MARK IS SIMILARILY STAMPED.  THE OFFSET
 LR0854'STATION WAS ESTABLISHED IN CASE OF THE EVENTUAL DESTRUCTION OF
 LR0854'THE STATION AND REFERENCE MARK OF AIR 1940, WHICH HAVE BEEN
 LR0854'GRADED ABOUT TO PROVIDE FOR BUILDING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0544 ***********************************************************************
 LR0544  DESIGNATION -  AIR RM 1
 LR0544  PID         -  LR0544
 LR0544  STATE/COUNTY-  NV/HUMBOLDT
 LR0544  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0544
 LR0544                         *CURRENT SURVEY CONTROL
 LR0544  ___________________________________________________________________
 LR0544* NAD 83(1986)-  40 58 33.     (N)    117 43 15.     (W)     SCALED    
 LR0544* NAVD 88     -      1326.990  (meters)    4353.63   (feet)  ADJUSTED  
 LR0544  ___________________________________________________________________
 LR0544  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 LR0544  DYNAMIC HT  -        1325.984 (meters)    4350.33  (feet)  COMP
 LR0544  MODELED GRAV-     979,820.0   (mgal)                       NAVD 88
 LR0544
 LR0544  VERT ORDER  -  FIRST     CLASS II
 LR0544
 LR0544.The horizontal coordinates were scaled from a topographic map and have
 LR0544.an estimated accuracy of +/- 6 seconds.
 LR0544
 LR0544.The orthometric height was determined by differential leveling
 LR0544.and adjusted by the National Geodetic Survey in June 1991..
 LR0544
 LR0544.The geoid height was determined by GEOID03.
 LR0544
 LR0544.The dynamic height is computed by dividing the NAVD 88
 LR0544.geopotential number by the normal gravity value computed on the
 LR0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0544.degrees latitude (g = 980.6199 gals.).
 LR0544
 LR0544.The modeled gravity was interpolated from observed gravity values.
 LR0544
 LR0544;                    North         East    Units  Estimated Accuracy
 LR0544;SPC NV W     - 4,691,320.      872,590.      MT  (+/- 180 meters Scaled)
 LR0544
 LR0544                          SUPERSEDED SURVEY CONTROL
 LR0544
 LR0544  NGVD 29 (??/??/92) 1325.96   (m)         4350.3    (f) COMPUTED    1 2
 LR0544
 LR0544.Superseded values are not recommended for survey control.
 LR0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0544.See file dsdata.txt to determine how the superseded data were derived.
 LR0544
 LR0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF393363(NAD 83)
 LR0544_MARKER: DR = REFERENCE MARK DISK
 LR0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0544_STAMPING: AIR NO 1 1940
 LR0544_MARK LOGO: CGS   
 LR0544_PROJECTION: PROJECTING 15 CENTIMETERS
 LR0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0544+STABILITY: SURFACE MOTION
 LR0544
 LR0544  HISTORY     - Date     Condition        Report By
 LR0544  HISTORY     - 1940     MONUMENTED       CGS
 LR0544  HISTORY     - 1953     GOOD             NGS
 LR0544  HISTORY     - 1984     GOOD             NGS
 LR0544
 LR0544                          STATION DESCRIPTION
 LR0544
 LR0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0544'0.8 MI E FROM WINNEMUCCA.
 LR0544'0.8 MILE EAST ALONG U. S. HIGHWAY 40 FROM THE HUMBOLDT HOTEL AT
 LR0544'WINNEMUCCA, 0.25 MILE EAST OF B.M. M 344, 177 FEET NORTH OF THE CENTER
 LR0544'LINE OF THE HIGHWAY, 120 FEET SOUTH OF A TELEPHONE POLE WITH A GUY
 LR0544'WIRE, 102 1/2 FEET WEST OF THE WEST SIDE OF AN ABANDONED GRAVEL PIT,
 LR0544'108.9 FEET SOUTHWEST OF AIR R.M. 2, 64.6 FEET WEST OF TRIANGULATION
 LR0544'STATION AIR, 2.0 FEET EAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN
 LR0544'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 LR0544'ABOVE THE GROUND.
 LR0544
 LR0544                          STATION RECOVERY (1984)
 LR0544
 LR0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0544'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0544'US HIGHWAY 40 IS NOW STATE HIGHWAY 289.
 LR0544'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 LR0544'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0546 ***********************************************************************
 LR0546  DESIGNATION -  AIR RM 2
 LR0546  PID         -  LR0546
 LR0546  STATE/COUNTY-  NV/HUMBOLDT
 LR0546  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0546
 LR0546                         *CURRENT SURVEY CONTROL
 LR0546  ___________________________________________________________________
 LR0546* NAD 83(1986)-  40 58 33.     (N)    117 43 15.     (W)     SCALED    
 LR0546* NAVD 88     -      1327.520  (meters)    4355.37   (feet)  ADJUSTED  
 LR0546  ___________________________________________________________________
 LR0546  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 LR0546  DYNAMIC HT  -        1326.513 (meters)    4352.07  (feet)  COMP
 LR0546  MODELED GRAV-     979,820.0   (mgal)                       NAVD 88
 LR0546
 LR0546  VERT ORDER  -  FIRST     CLASS II
 LR0546
 LR0546.The horizontal coordinates were scaled from a topographic map and have
 LR0546.an estimated accuracy of +/- 6 seconds.
 LR0546
 LR0546.The orthometric height was determined by differential leveling
 LR0546.and adjusted by the National Geodetic Survey in June 1991..
 LR0546
 LR0546.The geoid height was determined by GEOID03.
 LR0546
 LR0546.The dynamic height is computed by dividing the NAVD 88
 LR0546.geopotential number by the normal gravity value computed on the
 LR0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0546.degrees latitude (g = 980.6199 gals.).
 LR0546
 LR0546.The modeled gravity was interpolated from observed gravity values.
 LR0546
 LR0546;                    North         East    Units  Estimated Accuracy
 LR0546;SPC NV W     - 4,691,320.      872,590.      MT  (+/- 180 meters Scaled)
 LR0546
 LR0546                          SUPERSEDED SURVEY CONTROL
 LR0546
 LR0546  NGVD 29 (??/??/92) 1326.49   (m)         4352.0    (f) COMPUTED    1 2
 LR0546
 LR0546.Superseded values are not recommended for survey control.
 LR0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0546.See file dsdata.txt to determine how the superseded data were derived.
 LR0546
 LR0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF393363(NAD 83)
 LR0546_MARKER: DR = REFERENCE MARK DISK
 LR0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0546_STAMPING: AIR NO 2 1940
 LR0546_MARK LOGO: CGS   
 LR0546_PROJECTION: PROJECTING 20 CENTIMETERS
 LR0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0546+STABILITY: SURFACE MOTION
 LR0546
 LR0546  HISTORY     - Date     Condition        Report By
 LR0546  HISTORY     - 1940     MONUMENTED       CGS
 LR0546  HISTORY     - 1953     GOOD             NGS
 LR0546  HISTORY     - 1984     GOOD             NGS
 LR0546
 LR0546                          STATION DESCRIPTION
 LR0546
 LR0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0546'0.8 MI E FROM WINNEMUCCA.
 LR0546'0.8 MILE EAST ALONG U. S. HIGHWAY 40 FROM THE HUMBOLDT HOTEL AT
 LR0546'WINNEMUCCA, 0.25 MILE EAST OF B.M. M 344, 268 FEET NORTH OF THE CENTER
 LR0546'LINE OF THE HIGHWAY, 108.9 FEET NORTHEAST OF AIR R.M. 1, 89.2 FEET
 LR0546'NORTH OF TRIANGULATION STATION AIR, 59 1/2 FEET SOUTHEAST OF A
 LR0546'TELEPHONE POLE WITH A GUY WIRE, 18 FEET WEST OF THE WEST SIDE OF AN
 LR0546'ABANDONED GRAVEL PIT, 2.9 FEET SOUTH OF A WITNESS POST, ABOUT 5 FEET
 LR0546'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LR0546'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LR0546
 LR0546                          STATION RECOVERY (1984)
 LR0546
 LR0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0546'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0546'US HIGHWAY 40 IS NOW STATE HIGHWAY 289.
 LR0546'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 LR0546'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0186 ***********************************************************************
 HQ0186  DESIGNATION -  AIRPORT
 HQ0186  PID         -  HQ0186
 HQ0186  STATE/COUNTY-  NV/NYE
 HQ0186  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0186
 HQ0186                         *CURRENT SURVEY CONTROL
 HQ0186  ___________________________________________________________________
 HQ0186* NAD 83(1994)-  37 47 11.78325(N)    116 46 24.01437(W)     ADJUSTED  
 HQ0186* NAVD 88     -      1688.445  (meters)    5539.51   (feet)  ADJUSTED  
 HQ0186  ___________________________________________________________________
 HQ0186  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 HQ0186  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 HQ0186  DYNAMIC HT  -        1686.548 (meters)    5533.28  (feet)  COMP
 HQ0186  MODELED GRAV-     979,446.4   (mgal)                       NAVD 88
 HQ0186
 HQ0186  HORZ ORDER  -  FIRST
 HQ0186  VERT ORDER  -  FIRST     CLASS II
 HQ0186
 HQ0186.The horizontal coordinates were established by classical geodetic methods
 HQ0186.and adjusted by the National Geodetic Survey in June 1998..
 HQ0186
 HQ0186.The orthometric height was determined by differential leveling
 HQ0186.and adjusted by the National Geodetic Survey in June 1991..
 HQ0186
 HQ0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0186
 HQ0186.The geoid height was determined by GEOID03.
 HQ0186
 HQ0186.The dynamic height is computed by dividing the NAVD 88
 HQ0186.geopotential number by the normal gravity value computed on the
 HQ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0186.degrees latitude (g = 980.6199 gals.).
 HQ0186
 HQ0186.The modeled gravity was interpolated from observed gravity values.
 HQ0186
 HQ0186;                    North         East     Units Scale Factor Converg.
 HQ0186;SPC NV C     - 6,336,925.852   490,604.708   MT  0.99990109   -0 03 55.3
 HQ0186;SPC NV C     -20,790,397.57  1,609,592.28   sFT  0.99990109   -0 03 55.3
 HQ0186;UTM  11      - 4,182,163.182   519,957.917   MT  0.99960491   +0 08 20.0
 HQ0186
 HQ0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0186!SPC NV C     -   0.99973910  x   0.99990109  =   0.99964021
 HQ0186!UTM  11      -   0.99973910  x   0.99960491  =   0.99934411
 HQ0186
 HQ0186|---------------------------------------------------------------------|
 HQ0186| PID    Reference Object                     Distance      Geod. Az  |
 HQ0186|                                                           dddmmss.s |
 HQ0186| HQ0185 AIRPORT RM 2                         10.008 METERS 08404     |
 HQ0186| HQ0187 AIRPORT RM 1                         10.625 METERS 34143     |
 HQ0186| HQ0170 CONTRAVES 20                        APPROX. 3.5 KM 3522004.9 |
 HQ0186|---------------------------------------------------------------------|
 HQ0186
 HQ0186                          SUPERSEDED SURVEY CONTROL
 HQ0186
 HQ0186  NAD 83(1992)-  37 47 11.77993(N)    116 46 24.02271(W) AD(       ) 1
 HQ0186  NAD 83(1986)-  37 47 11.77994(N)    116 46 24.02263(W) AD(       ) 1
 HQ0186  NAD 27      -  37 47 12.00425(N)    116 46 20.79292(W) AD(       ) 1
 HQ0186  NGVD 29 (07/19/86) 1687.34   (m)         5535.9    (f) LEVELING    3  
 HQ0186
 HQ0186.Superseded values are not recommended for survey control.
 HQ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0186.See file dsdata.txt to determine how the superseded data were derived.
 HQ0186
 HQ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB1995882163(NAD 83)
 HQ0186_MARKER: DB = BENCH MARK DISK
 HQ0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0186_STAMPING: AIRPORT 1968
 HQ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0186+STABILITY: SURFACE MOTION
 HQ0186
 HQ0186  HISTORY     - Date     Condition        Report By
 HQ0186  HISTORY     - 1968     MONUMENTED       CGS
 HQ0186  HISTORY     - 1968     GOOD             CGS
 HQ0186
 HQ0186                          STATION DESCRIPTION
 HQ0186
 HQ0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0186'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS
 HQ0186'ABOUT 30 MILES SOUTHEAST OF TONOPAH, 6-1/2 MILES SOUTH-SOUTHWEST
 HQ0186'OF THE MAIN GUARD GATE OF THE TEST RANGE AND 1 MILE WEST OF THE
 HQ0186'TEST RANGE HEADQUARTERS, AT THE TEST RANGE AIRSTRIP.
 HQ0186'
 HQ0186'TO REACH THE STATION FROM THE GUARD GATE OF THE TEST RANGE,
 HQ0186'KNOWN AS POINT ABLE, GO SOUTHERLY FOR 6.7 MILES TO A CROSSROAD.
 HQ0186'TURN RIGHT, WEST, FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT,
 HQ0186'SOUTH, FOR 0.2 MILE TO A SECURITY GATE ON LEFT AT THE HEADQUARTERS
 HQ0186'AND A SIDE ROAD RIGHT.  TURN RIGHT, WEST, FOR 1.0 MILE TO THE
 HQ0186'AIRSTRIP AND THE STATION.
 HQ0186'
 HQ0186'THE STATION MARK IS A STANDARD DISK, STAMPED AIRPORT 1968,
 HQ0186'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS
 HQ0186'FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 150 FEET WEST OF
 HQ0186'THREE SMALL BUILDINGS, 100 FEET SOUTH OF THE CENTER OF THE
 HQ0186'ASPHALT ROAD LEADING FROM THE PARKING AREA TO THE AIRSTRIP
 HQ0186'AND 11.4 FEET WEST OF THE SOUTHWEST CORNER OF THE PARKING
 HQ0186'AREA.
 HQ0186'
 HQ0186'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIRPORT NO 1 1968,
 HQ0186'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS
 HQ0186'FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 150 FEET
 HQ0186'WEST-NORTHWEST OF THREE SMALL BUILDINGS, 67.0 FEET SOUTH OF
 HQ0186'THE CENTER OF THE ASPHALT ROAD AND 7.5 FEET WEST OF THE WEST
 HQ0186'EDGE OF THE PARKING AREA.
 HQ0186'
 HQ0186'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AIRPORT NO 2 1968,
 HQ0186'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS
 HQ0186'FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 120 FEET WEST
 HQ0186'OF THREE SMALL BUILDINGS, 21.2 FEET EAST-SOUTHEAST OF THE
 HQ0186'SOUTHWEST CORNER OF THE PARKING AREA AND 8.3 FEET SOUTH OF
 HQ0186'THE SOUTH EDGE OF THE PARKING AREA.
 HQ0186'
 HQ0186'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 HQ0186
 HQ0186                          STATION RECOVERY (1968)
 HQ0186
 HQ0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0186'AT TONOPAH TEST RANGE.
 HQ0186'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS
 HQ0186'ABOUT 30 MILES SOUTHEAST OF TONOPAH, 6 1/2 MILES S-SE OF THE MAIN
 HQ0186'GUARD GATE OF THE TEST RANGE AND 1 MILE W OF THE TEST RANGE
 HQ0186'HEADQUARTERS AT THE TEST RANGE AIRSTRIP.  TO REACH THE STATION
 HQ0186'FROM THE GUARD GATE OF THE TEST RANGE, KNOWN AS POINT ABLE, GO
 HQ0186'SOUTHERLY FOR 6.7 MILES TO A CROSSROAD.  TURN RIGHT, WEST FOR
 HQ0186'0.1 MI. TO A SIDE ROAD LEFT.  TURN LEFT, S FOR 0.2 MILE TO A SECURITY
 HQ0186'GATE ON LEFT AT THE HEADQUARTERS AND A SIDE ROAD RIGHT.  TURN RIGHT,
 HQ0186'W FOR 1.0 MILE TO THE AIRSTRIP AND THE STATION.  SET IN THE TOP
 HQ0186'OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 HQ0186'GROUND SURFACE.  IT IS ABOUT 150 FEET WEST OF THREE SMALL
 HQ0186'BUILDINGS, 100 FEET SOUTH OF THE CENTER OF THE ASHPALT ROAD
 HQ0186'LEADING FROM THE PARKING AREA TO THE AIRSTRIP AND 11.4 FT. W.
 HQ0186'OF THE SW CORNER OF THE PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1721 ***********************************************************************
 KR1721  DESIGNATION -  AIRPORT BCN RENO MUNICIPAL APT
 KR1721  PID         -  KR1721
 KR1721  STATE/COUNTY-  NV/WASHOE
 KR1721  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR1721
 KR1721                         *CURRENT SURVEY CONTROL
 KR1721  ___________________________________________________________________
 KR1721* NAD 83(1994)-  39 29 53.06800(N)    119 46 25.44143(W)     ADJUSTED  
 KR1721* NAVD 88     -                                                        
 KR1721  ___________________________________________________________________
 KR1721  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 KR1721  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 KR1721
 KR1721  HORZ ORDER  -  THIRD
 KR1721
 KR1721.The horizontal coordinates were established by classical geodetic methods
 KR1721.and adjusted by the National Geodetic Survey in June 1998..
 KR1721
 KR1721
 KR1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1721
 KR1721.The geoid height was determined by GEOID03.
 KR1721
 KR1721;                    North         East     Units Scale Factor Converg.
 KR1721;SPC NV W     - 4,527,565.858   697,615.583   MT  1.00002902   -0 45 26.0
 KR1721;SPC NV W     -14,854,188.99  2,288,760.46   sFT  1.00002902   -0 45 26.0
 KR1721;UTM  11      - 4,375,724.428   261,492.553   MT  1.00030044   -1 45 54.3
 KR1721
 KR1721                          SUPERSEDED SURVEY CONTROL
 KR1721
 KR1721  NAD 83(1992)-  39 29 53.07128(N)    119 46 25.43454(W) AD(       ) 4
 KR1721  NAD 83(1986)-  39 29 53.07071(N)    119 46 25.42642(W) AD(       ) 4
 KR1721  NAD 27      -  39 29 53.39100(N)    119 46 21.74700(W) AD(       ) 3
 KR1721
 KR1721.Superseded values are not recommended for survey control.
 KR1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1721.See file dsdata.txt to determine how the superseded data were derived.
 KR1721
 KR1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6149375724(NAD 83)
 KR1721_MARKER: 21 = AIRPORT BEACON
 KR1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1721+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003
 KR1721
 KR1721  HISTORY     - Date     Condition        Report By
 KR1721  HISTORY     - 1961     FIRST OBSERVED   CGS
 KR1721  HISTORY     - 1982     GOOD             NGS
 KR1721  HISTORY     - 19940922 GOOD             NGS
 KR1721  HISTORY     - 20030803 GOOD             USPSQD
 KR1721
 KR1721                          STATION DESCRIPTION
 KR1721
 KR1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (MLO)
 KR1721'THE BEACON IS MOUNTED ATOP THE CENTER OF THE CONTROL TOWER AND
 KR1721'CONSISTS OF TWO REVOLVING 36 IN LIGHTS SECURED BACK TO BACK
 KR1721'AND SHOWING A WHITE AND GREEN LIGHT.
 KR1721'
 KR1721'POINT INTERSECTED WAS CENTER SHAFT SUPPORTING THE BEACON.
 KR1721
 KR1721                          STATION RECOVERY (1982)
 KR1721
 KR1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RMM)
 KR1721'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KR1721'
 KR1721'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT RENO CANNON
 KR1721'INTERNATIONAL AIRPORT.
 KR1721
 KR1721                          STATION RECOVERY (1994)
 KR1721
 KR1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 KR1721'THE BEACON IS LOCATED ATOP THE CENTER OF THE CONTROL TOWER.
 KR1721
 KR1721                          STATION RECOVERY (2003)
 KR1721
 KR1721'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1823 ***********************************************************************
 GR1823  DESIGNATION -  AIRPORT BEACON OVERTON MUN APT
 GR1823  PID         -  GR1823
 GR1823  STATE/COUNTY-  NV/CLARK
 GR1823  USGS QUAD   -  OVERTON (1983)
 GR1823
 GR1823                         *CURRENT SURVEY CONTROL
 GR1823  ___________________________________________________________________
 GR1823* NAD 83(1994)-  36 33 40.98442(N)    114 26 30.25852(W)     ADJUSTED  
 GR1823* NAVD 88     -                                                        
 GR1823  ___________________________________________________________________
 GR1823  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 GR1823  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 GR1823
 GR1823  HORZ ORDER  -  THIRD
 GR1823
 GR1823.The horizontal coordinates were established by classical geodetic methods
 GR1823.and adjusted by the National Geodetic Survey in June 1998..
 GR1823
 GR1823
 GR1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1823
 GR1823.The geoid height was determined by GEOID03.
 GR1823
 GR1823;                    North         East     Units Scale Factor Converg.
 GR1823;SPC NV E     - 8,201,564.307   302,187.713   MT  1.00002861   +0 40 48.3
 GR1823;SPC NV E     -26,907,965.56    991,427.52   sFT  1.00002861   +0 40 48.3
 GR1823;UTM  11      - 4,049,262.992   728,947.097   MT  1.00024584   +1 31 28.5
 GR1823
 GR1823                          SUPERSEDED SURVEY CONTROL
 GR1823
 GR1823  NAD 83(1994)-  36 33 40.98402(N)    114 26 30.25667(W) AD(       ) 4
 GR1823  NAD 83(1992)-  36 33 40.98107(N)    114 26 30.25639(W) AD(       ) 4
 GR1823  NAD 83(1986)-  36 33 40.98039(N)    114 26 30.25324(W) AD(       ) 4
 GR1823  NAD 27      -  36 33 41.06000(N)    114 26 27.33000(W) AD(       ) 3
 GR1823
 GR1823.Superseded values are not recommended for survey control.
 GR1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1823.See file dsdata.txt to determine how the superseded data were derived.
 GR1823
 GR1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2894749263(NAD 83)
 GR1823_MARKER: 21 = AIRPORT BEACON
 GR1823
 GR1823  HISTORY     - Date     Condition        Report By
 GR1823  HISTORY     - 1957     FIRST OBSERVED   CGS
 GR1823  HISTORY     - 19951007 GOOD             USPSQD
 GR1823
 GR1823                          STATION DESCRIPTION
 GR1823
 GR1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1823'THE STATION IS LOCATED ABOUT 3/4 MILE NORTH OF OVERTON, AND
 GR1823'2.0 MILE SE OF LOGANDALE ABOUT 300 FEET SW OF THE S EDGE
 GR1823'OF THE RUNWAY.  IT IS A 4 LEGGED TRIPOD STRUCTURE ABOUT 50
 GR1823'FOOT IN HEIGHT AND IT IS PAINTED ORANGE AND WHITE.  POINT
 GR1823'OBSERVED ON WAS TOP AND CENTER OF LIGHT.
 GR1823'
 GR1823'BEST REACHED FROM OVERTON POST OFFICE, GO NORTHERLY ON STATE
 GR1823'HIGHWAY NO 12 FOR 0.25 MILE TO A FORK, TAKE RIGHT FORK AND GO
 GR1823'1.2 MILE TO AIRPORT AND STATION AS DESCRIBED.
 GR1823
 GR1823                          STATION RECOVERY (1995)
 GR1823
 GR1823'RECOVERY NOTE BY US POWER SQUADRON 1995
 GR1823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0923 ***********************************************************************
 LR0923  DESIGNATION -  AIRPORT BN LANDER AP BATTLE MT
 LR0923  PID         -  LR0923
 LR0923  STATE/COUNTY-  NV/LANDER
 LR0923  USGS QUAD   -  BATEMAN SPRING (1986)
 LR0923
 LR0923                         *CURRENT SURVEY CONTROL
 LR0923  ___________________________________________________________________
 LR0923* NAD 83(1994)-  40 36 31.83761(N)    116 52 26.27459(W)     ADJUSTED  
 LR0923* NAVD 88     -                                                        
 LR0923  ___________________________________________________________________
 LR0923  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 LR0923  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 LR0923
 LR0923  HORZ ORDER  -  THIRD
 LR0923
 LR0923.The horizontal coordinates were established by classical geodetic methods
 LR0923.and adjusted by the National Geodetic Survey in June 1998..
 LR0923
 LR0923
 LR0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0923
 LR0923.The geoid height was determined by GEOID03.
 LR0923
 LR0923;                    North         East     Units Scale Factor Converg.
 LR0923;SPC NV C     - 6,650,232.640   482,457.950   MT  0.99990379   -0 08 05.7
 LR0923;SPC NV C     -21,818,304.92  1,582,864.12   sFT  0.99990379   -0 08 05.7
 LR0923;SPC NV W     - 4,651,616.709   944,653.726   MT  1.00015749   +1 06 46.1
 LR0923;SPC NV W     -15,261,179.15  3,099,251.43   sFT  1.00015749   +1 06 46.1
 LR0923;UTM  11      - 4,495,344.121   510,662.140   MT  0.99960140   +0 04 55.3
 LR0923
 LR0923                          SUPERSEDED SURVEY CONTROL
 LR0923
 LR0923  NAD 83(1986)-  40 36 31.83772(N)    116 52 26.26545(W) AD(       ) 4
 LR0923  NAD 27      -  40 36 32.15700(N)    116 52 22.91200(W) AD(       ) 3
 LR0923
 LR0923.Superseded values are not recommended for survey control.
 LR0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0923.See file dsdata.txt to determine how the superseded data were derived.
 LR0923
 LR0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE1066295344(NAD 83)
 LR0923_MARKER: 22 = AIRWAY BEACON
 LR0923
 LR0923  HISTORY     - Date     Condition        Report By
 LR0923  HISTORY     - 1958     FIRST OBSERVED   CGS
 LR0923  HISTORY     - 1971     GOOD             NGS
 LR0923
 LR0923                          STATION DESCRIPTION
 LR0923
 LR0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ILC)
 LR0923'STATION IS LOCATED, AIRLINE, ABOUT 4 MILES SOUTHEAST OF BATTLE
 LR0923'MOUNTAIN AND 0.3 MILE SOUTH OF U.S. HIGHWAY 40.  IT IS AT THE
 LR0923'NORTH END OF THE AIRPORT RUNWAY AND 0.05 MILE NORTH OF THE
 LR0923'AIRPORT BUILDINGS.
 LR0923'
 LR0923'THE BEACON IS PAINTED RED AND WHITE, ABOUT 35 FEET HIGH AND
 LR0923'IS AT THE ELEVATION OF 4533 FEET.  THE CENTER OF THE REVOLVING
 LR0923'LIGHT WAS INTERSECTED.
 LR0923
 LR0923                          STATION RECOVERY (1971)
 LR0923
 LR0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JVT)
 LR0923'THE STATION WAS RECOVERED AS DESCRIBED IN QUAD.
 LR0923'
 LR0923'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 LR0923'SOUTHEAST OF BATTLE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0187 ***********************************************************************
 HQ0187  DESIGNATION -  AIRPORT RM 1
 HQ0187  PID         -  HQ0187
 HQ0187  STATE/COUNTY-  NV/NYE
 HQ0187  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0187
 HQ0187                         *CURRENT SURVEY CONTROL
 HQ0187  ___________________________________________________________________
 HQ0187* NAD 83(1986)-  37 47 14.     (N)    116 46 27.     (W)     SCALED    
 HQ0187* NAVD 88     -      1688.398  (meters)    5539.35   (feet)  ADJUSTED  
 HQ0187  ___________________________________________________________________
 HQ0187  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 HQ0187  DYNAMIC HT  -        1686.500 (meters)    5533.13  (feet)  COMP
 HQ0187  MODELED GRAV-     979,446.4   (mgal)                       NAVD 88
 HQ0187
 HQ0187  VERT ORDER  -  FIRST     CLASS II
 HQ0187
 HQ0187.The horizontal coordinates were scaled from a topographic map and have
 HQ0187.an estimated accuracy of +/- 6 seconds.
 HQ0187
 HQ0187.The orthometric height was determined by differential leveling
 HQ0187.and adjusted by the National Geodetic Survey in June 1991..
 HQ0187
 HQ0187.The geoid height was determined by GEOID03.
 HQ0187
 HQ0187.The dynamic height is computed by dividing the NAVD 88
 HQ0187.geopotential number by the normal gravity value computed on the
 HQ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0187.degrees latitude (g = 980.6199 gals.).
 HQ0187
 HQ0187.The modeled gravity was interpolated from observed gravity values.
 HQ0187
 HQ0187;                    North         East    Units  Estimated Accuracy
 HQ0187;SPC NV C     - 6,336,990.      490,530.      MT  (+/- 180 meters Scaled)
 HQ0187
 HQ0187                          SUPERSEDED SURVEY CONTROL
 HQ0187
 HQ0187.No superseded survey control is available for this station.
 HQ0187
 HQ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198822(NAD 83)
 HQ0187_MARKER: DR = REFERENCE MARK DISK
 HQ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0187_STAMPING: AIRPORT NO 1 1968
 HQ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0187+STABILITY: SURFACE MOTION
 HQ0187
 HQ0187  HISTORY     - Date     Condition        Report By
 HQ0187  HISTORY     - 1968     MONUMENTED       CGS
 HQ0187
 HQ0187                          STATION DESCRIPTION
 HQ0187
 HQ0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0187'AT TONOPAH TEST RANGE.
 HQ0187'IT IS ABOUT 150 FEET WEST-NORTHWEST OF THREE SMALL BUILDINGS,
 HQ0187'67.0 FEET SOUTH OF THE CENTER OF THE ASPHALT ROAD AND 7.5 FEET
 HQ0187'WEST OF THE WEST EDGE OF THE PARKING AREA.  SET IN THE TOP OF A
 HQ0187'12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 HQ0187'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0185 ***********************************************************************
 HQ0185  DESIGNATION -  AIRPORT RM 2
 HQ0185  PID         -  HQ0185
 HQ0185  STATE/COUNTY-  NV/NYE
 HQ0185  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0185
 HQ0185                         *CURRENT SURVEY CONTROL
 HQ0185  ___________________________________________________________________
 HQ0185* NAD 83(1986)-  37 47 13.     (N)    116 46 29.     (W)     SCALED    
 HQ0185* NAVD 88     -      1688.281  (meters)    5538.97   (feet)  ADJUSTED  
 HQ0185  ___________________________________________________________________
 HQ0185  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 HQ0185  DYNAMIC HT  -        1686.383 (meters)    5532.74  (feet)  COMP
 HQ0185  MODELED GRAV-     979,446.3   (mgal)                       NAVD 88
 HQ0185
 HQ0185  VERT ORDER  -  FIRST     CLASS II
 HQ0185
 HQ0185.The horizontal coordinates were scaled from a topographic map and have
 HQ0185.an estimated accuracy of +/- 6 seconds.
 HQ0185
 HQ0185.The orthometric height was determined by differential leveling
 HQ0185.and adjusted by the National Geodetic Survey in June 1991..
 HQ0185
 HQ0185.The geoid height was determined by GEOID03.
 HQ0185
 HQ0185.The dynamic height is computed by dividing the NAVD 88
 HQ0185.geopotential number by the normal gravity value computed on the
 HQ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0185.degrees latitude (g = 980.6199 gals.).
 HQ0185
 HQ0185.The modeled gravity was interpolated from observed gravity values.
 HQ0185
 HQ0185;                    North         East    Units  Estimated Accuracy
 HQ0185;SPC NV C     - 6,336,960.      490,480.      MT  (+/- 180 meters Scaled)
 HQ0185
 HQ0185                          SUPERSEDED SURVEY CONTROL
 HQ0185
 HQ0185.No superseded survey control is available for this station.
 HQ0185
 HQ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198822(NAD 83)
 HQ0185_MARKER: DR = REFERENCE MARK DISK
 HQ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0185_STAMPING: AIRPORT NO 2 1968
 HQ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0185+STABILITY: SURFACE MOTION
 HQ0185
 HQ0185  HISTORY     - Date     Condition        Report By
 HQ0185  HISTORY     - 1968     MONUMENTED       CGS
 HQ0185
 HQ0185                          STATION DESCRIPTION
 HQ0185
 HQ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0185'AT TONOPAH TEST RANGE.
 HQ0185'IT IS ABOUT 120 FEET WEST OF THREE SMALL BUILDINGS, 21.2 FEET
 HQ0185'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE PARKING AREA AND
 HQ0185'8.3 FEET SOUTH OF THE SOUTH EDGE OF THE PARKING AREA.  SET IN THE
 HQ0185'TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 HQ0185'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1627 ***********************************************************************
 KR1627  DESIGNATION -  AIRSTRIP
 KR1627  PID         -  KR1627
 KR1627  STATE/COUNTY-  NV/LYON
 KR1627  USGS QUAD   -  STOCKTON WELL (1993)
 KR1627
 KR1627                         *CURRENT SURVEY CONTROL
 KR1627  ___________________________________________________________________
 KR1627* NAD 83(1994)-  39 24 02.30168(N)    119 15 51.46344(W)     ADJUSTED  
 KR1627* NAVD 88     -      1302.0    (meters)    4272.     (feet)  VERTCON   
 KR1627  ___________________________________________________________________
 KR1627  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 KR1627  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 KR1627
 KR1627  HORZ ORDER  -  FIRST
 KR1627
 KR1627.The horizontal coordinates were established by classical geodetic methods
 KR1627.and adjusted by the National Geodetic Survey in June 1998..
 KR1627
 KR1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1627
 KR1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1627
 KR1627.The geoid height was determined by GEOID03.
 KR1627
 KR1627;                    North         East     Units Scale Factor Converg.
 KR1627;SPC NV W     - 4,516,293.975   741,350.411   MT  0.99994234   -0 25 56.1
 KR1627;SPC NV W     -14,817,207.82  2,432,247.14   sFT  0.99994234   -0 25 56.1
 KR1627;UTM  11      - 4,363,683.548   305,031.248   MT  1.00006805   -1 26 15.7
 KR1627
 KR1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1627!SPC NV W     -   0.99979959  x   0.99994234  =   0.99974194
 KR1627!UTM  11      -   0.99979959  x   1.00006805  =   0.99986762
 KR1627
 KR1627|---------------------------------------------------------------------|
 KR1627| PID    Reference Object                     Distance      Geod. Az  |
 KR1627|                                                           dddmmss.s |
 KR1627| DB6143 AIRSTRIP RM 1                        10.677 METERS 24500     |
 KR1627| DB6142 AIRSTRIP AZ MK                                     2485529.3 |
 KR1627| DB6144 AIRSTRIP RM 2                        11.978 METERS 31655     |
 KR1627|---------------------------------------------------------------------|
 KR1627
 KR1627                          SUPERSEDED SURVEY CONTROL
 KR1627
 KR1627  NAD 83(1992)-  39 24 02.30638(N)    119 15 51.45171(W) AD(       ) 1
 KR1627  NAD 83(1986)-  39 24 02.30957(N)    119 15 51.44206(W) AD(       ) 1
 KR1627  NAD 27      -  39 24 02.61200(N)    119 15 47.84300(W) AD(       ) 1
 KR1627  NGVD 29 (07/19/86) 1301.0    (m)         4268.     (f) VERT ANG       
 KR1627
 KR1627.Superseded values are not recommended for survey control.
 KR1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1627.See file dsdata.txt to determine how the superseded data were derived.
 KR1627
 KR1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0503163684(NAD 83)
 KR1627_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1627
 KR1627  HISTORY     - Date     Condition        Report By
 KR1627  HISTORY     - 1951     MONUMENTED       CGS
 KR1627  HISTORY     - 1970     SEE DESCRIPTION  USAF
 KR1627
 KR1627                          STATION DESCRIPTION
 KR1627
 KR1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1627'THE STATION IS LOCATED 2 MILES AIR LINE WEST OF THE JUNCTION
 KR1627'OF U.S. HIGHWAYS 50 AND ALTERNATE 95, 0.05 MILE SOUTH OF U.S.
 KR1627'HIGHWAY 50, 6 FEET WEST OF THE WEST END OF A CATTLE GUARD,
 KR1627'6 FEET NORTHEAST OF A WHITE WITNESS POST, AND 4 FEET NORTH OF THE
 KR1627'FENCE ON THE NORTH SIDE OF AN EMERGENCY LANDING FIELD.
 KR1627'
 KR1627'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND ALTERNATE
 KR1627'95, ABOUT 27 MILES WEST OF FALLON, GO WEST ON U.S. HIGHWAY
 KR1627'50 FOR 2.3 MILES TO A ROAD LEFT.  TURN LEFT AND GO 0.05
 KR1627'MILE TO A CATTLE GUARD AND THE STATION.  A DRIVE STATION.
 KR1627'
 KR1627'THE STATION MARK IS A STANDARD STATION MARK DISK SET IN THE
 KR1627'TOP OF A SQUARE CONCRETE BLOCK WHICH IS FLUSH WITH THE GROUND.
 KR1627'THE MARK IS STAMPED AIRSTRIP 1951.
 KR1627'
 KR1627'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK
 KR1627'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 6 INCHES
 KR1627'ABOVE THE GROUND.  IT IS 30 INCHES NORTH OF THE FENCE AND
 KR1627'IS APPROXIMATELY THE SAME ELEVATION AS THE STATION.  THE
 KR1627'MARK IS STAMPED AIRSTRIP NO 1 1951.
 KR1627'
 KR1627'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK
 KR1627'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 4 INCHES
 KR1627'ABOVE THE GROUND.  IT IS APPROXIMATELY THE SAME ELEVATION
 KR1627'AS THE STATION.  THE MARK IS STAMPED AIRSTRIP NO 2 1951.
 KR1627'
 KR1627'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE WEST
 KR1627'END OF A CONCRETE CULVERT WHICH IS FLUSH WITH THE HIGHWAY BED.
 KR1627'IT IS 21 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 50 AND
 KR1627'10 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS STAMPED
 KR1627'AIRSTRIP 1951.
 KR1627'
 KR1627'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.05
 KR1627'MILE TO U.S. HIGHWAY 50.  TURN LEFT AND GO WEST ON U.S. HIGHWAY
 KR1627'50 FOR 1.0 MILE TO THE MARK ON THE LEFT.
 KR1627
 KR1627                          STATION RECOVERY (1970)
 KR1627
 KR1627'RECOVERY NOTE BY US AIR FORCE 1970 (TGO)
 KR1627'RECOVERED AS MAPPED ON CHURCHILL BUTTE IS QUAD (USGS) IN THE
 KR1627'N.W. 1/4 OF SECT 26, R 24 E, T 18 N.  ONE REFERENCE MARK
 KR1627'WAS FOUND.  DISTANCE AND DIRECTION NOT CHECKED BY THIS TEAM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1752 ***********************************************************************
 KR1752  DESIGNATION -  AIRWAY BCN 19 5 MI E OF SPARKS
 KR1752  PID         -  KR1752
 KR1752  STATE/COUNTY-  NV/WASHOE
 KR1752  USGS QUAD   -  VISTA (1982)
 KR1752
 KR1752                         *CURRENT SURVEY CONTROL
 KR1752  ___________________________________________________________________
 KR1752* NAD 83(1994)-  39 31 50.29226(N)    119 39 22.00747(W)     ADJUSTED  
 KR1752* NAVD 88     -                                                        
 KR1752  ___________________________________________________________________
 KR1752  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 KR1752  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR1752
 KR1752  HORZ ORDER  -  THIRD
 KR1752
 KR1752.The horizontal coordinates were established by classical geodetic methods
 KR1752.and adjusted by the National Geodetic Survey in June 1998..
 KR1752
 KR1752
 KR1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1752
 KR1752.The geoid height was determined by GEOID03.
 KR1752
 KR1752;                    North         East     Units Scale Factor Converg.
 KR1752;SPC NV W     - 4,531,053.756   707,775.248   MT  1.00000469   -0 40 58.3
 KR1752;SPC NV W     -14,865,632.20  2,322,092.63   sFT  1.00000469   -0 40 58.3
 KR1752;UTM  11      - 4,379,033.871   271,714.612   MT  1.00024167   -1 41 28.8
 KR1752
 KR1752                          SUPERSEDED SURVEY CONTROL
 KR1752
 KR1752  NAD 83(1992)-  39 31 50.29820(N)    119 39 22.00275(W) AD(       ) 4
 KR1752  NAD 83(1986)-  39 31 50.29926(N)    119 39 21.99378(W) AD(       ) 4
 KR1752  NAD 27      -  39 31 50.61400(N)    119 39 18.32500(W) AD(       ) 3
 KR1752
 KR1752.Superseded values are not recommended for survey control.
 KR1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1752.See file dsdata.txt to determine how the superseded data were derived.
 KR1752
 KR1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7171579034(NAD 83)
 KR1752
 KR1752  HISTORY     - Date     Condition        Report By
 KR1752  HISTORY     - 1958     MONUMENTED       CGS
 KR1752
 KR1752                          STATION DESCRIPTION
 KR1752
 KR1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 KR1752'THE BEACON IS 5 MILES OF SPARKS, 1-1/2 MILES NORTH OF U.S.
 KR1752'HIGHWAY 40, AT THE SOUTHWEST END OF THE PYRAMID MOUNTAIN RANGE.
 KR1752'IT IS 91-1/2 METERS IN AZIMUTH 112 DEG 37 MIN 41 SEC FROM THE
 KR1752'TRIANGULATION STATION CAVOR.  THE LIGHT SETS ON A TOWER ABOUT
 KR1752'15-FEET HIGH, THE CENTER OF THE LIGHT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1596 ***********************************************************************
 KR1596  DESIGNATION -  AIRWAY BCN 20 2 MI N OF CLARK
 KR1596  PID         -  KR1596
 KR1596  STATE/COUNTY-  NV/WASHOE
 KR1596  USGS QUAD   -  DERBY DAM (1985)
 KR1596
 KR1596                         *CURRENT SURVEY CONTROL
 KR1596  ___________________________________________________________________
 KR1596* NAD 83(1994)-  39 34 50.97604(N)    119 29 14.52265(W)     ADJUSTED  
 KR1596* NAVD 88     -                                                        
 KR1596  ___________________________________________________________________
 KR1596  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 KR1596  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 KR1596
 KR1596  HORZ ORDER  -  THIRD
 KR1596
 KR1596.The horizontal coordinates were established by classical geodetic methods
 KR1596.and adjusted by the National Geodetic Survey in June 1998..
 KR1596
 KR1596
 KR1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1596
 KR1596.The geoid height was determined by GEOID03.
 KR1596
 KR1596;                    North         East     Units Scale Factor Converg.
 KR1596;SPC NV W     - 4,536,466.421   722,338.233   MT  0.99997423   -0 34 33.8
 KR1596;SPC NV W     -14,883,390.25  2,369,871.35   sFT  0.99997423   -0 34 33.8
 KR1596;UTM  11      - 4,384,190.361   286,373.759   MT  1.00016190   -1 35 07.7
 KR1596
 KR1596                          SUPERSEDED SURVEY CONTROL
 KR1596
 KR1596  NAD 83(1992)-  39 34 50.98313(N)    119 29 14.51568(W) AD(       ) 4
 KR1596  NAD 83(1986)-  39 34 50.98266(N)    119 29 14.50537(W) AD(       ) 4
 KR1596  NAD 27      -  39 34 51.29700(N)    119 29 10.86100(W) AD(       ) 3
 KR1596
 KR1596.Superseded values are not recommended for survey control.
 KR1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1596.See file dsdata.txt to determine how the superseded data were derived.
 KR1596
 KR1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8637484190(NAD 83)
 KR1596
 KR1596  HISTORY     - Date     Condition        Report By
 KR1596  HISTORY     - 1958     MONUMENTED       CGS
 KR1596
 KR1596                          STATION DESCRIPTION
 KR1596
 KR1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 KR1596'THE BEACON IS ABOUT 1-1/2 MILES NORTH OF U.S. HIGHWAY 40,
 KR1596'NEAR THIS SAME DISTANCE NORTH FROM THE EAGLE-PICHER MILL AT CLARK
 KR1596'STATION ON THE SOUTHERN PACIFIC RAILROAD, ON THE WEST END OF A
 KR1596'HIGH RIDGE.  THE TRIANGULATION STATION BOLT IS ON THE SAME RIDGE,
 KR1596'THE BEACON BEING 420.8 METERS IN AZIMUTH 88 DEG 29 MIN 31 SEC
 KR1596'FROM THIS STATION.  THE CENTER OF THE LIGHT, ABOUT 50 FEET ABOVE
 KR1596'GROUND WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0603 ***********************************************************************
 LS0603  DESIGNATION -  AIRWAY BCN 26 A DERBY APT
 LS0603  PID         -  LS0603
 LS0603  STATE/COUNTY-  NV/PERSHING
 LS0603  USGS QUAD   -  GRANITE POINT (1987)
 LS0603
 LS0603                         *CURRENT SURVEY CONTROL
 LS0603  ___________________________________________________________________
 LS0603* NAD 83(1994)-  40 04 11.26872(N)    118 34 15.30618(W)     ADJUSTED  
 LS0603* NAVD 88     -                                                        
 LS0603  ___________________________________________________________________
 LS0603  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 LS0603  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 LS0603
 LS0603  HORZ ORDER  -  THIRD
 LS0603
 LS0603.This mark is at Derby Field Airport (LOL)
 LS0603
 LS0603.The horizontal coordinates were established by classical geodetic methods
 LS0603.and adjusted by the National Geodetic Survey in June 1998..
 LS0603
 LS0603
 LS0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0603
 LS0603.The geoid height was determined by GEOID03.
 LS0603
 LS0603;                    North         East     Units Scale Factor Converg.
 LS0603;SPC NV W     - 4,590,361.649   801,058.974   MT  0.99990001   +0 00 28.8
 LS0603;SPC NV W     -15,060,211.51  2,628,140.98   sFT  0.99990001   +0 00 28.8
 LS0603;UTM  11      - 4,436,686.344   366,040.595   MT  0.99982091   -1 00 41.0
 LS0603
 LS0603                          SUPERSEDED SURVEY CONTROL
 LS0603
 LS0603  NAD 83(1986)-  40 04 11.27488(N)    118 34 15.30232(W) AD(       ) 4
 LS0603  NAD 27      -  40 04 11.60000(N)    118 34 11.76200(W) AD(       ) 3
 LS0603
 LS0603.Superseded values are not recommended for survey control.
 LS0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0603.See file dsdata.txt to determine how the superseded data were derived.
 LS0603
 LS0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE6604136686(NAD 83)
 LS0603_MARKER: 22 = AIRWAY BEACON
 LS0603
 LS0603  HISTORY     - Date     Condition        Report By
 LS0603  HISTORY     - 1957     FIRST OBSERVED   CGS
 LS0603  HISTORY     - 1963     GOOD             CGS
 LS0603
 LS0603                          STATION DESCRIPTION
 LS0603
 LS0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0603'THE OBJECT INTERSECTED IS THE TOP OF THE ROTATING LIGHT (WHITE
 LS0603'AND GREEN) OF THE AIRWAYS BEACON AT DERBY AIRPORT, LOCATED
 LS0603'ABOUT 8 MILES SOUTHWEST FROM LOVELOCK.  IT IS SITUATED ABOUT
 LS0603'485 FEET SOUTHWEST FROM THE CONTROL TOWER WHICH IS BUILT
 LS0603'AS AN INTEGRAL PART OF THE COMMUNICATIONS BUILDING.  THE HEIGHT
 LS0603'OF THE APEX OF THE LIGHT IS 55-1/2 FEET ABOVE GROUND SURFACE
 LS0603'AT THE BASE OF THE SUPPORTING TOWER.
 LS0603
 LS0603                          STATION RECOVERY (1963)
 LS0603
 LS0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JJC)
 LS0603'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED AND FOUND
 LS0603'TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0572 ***********************************************************************
 LS0572  DESIGNATION -  AIRWAY BCN 28 ESE LOVELOCK
 LS0572  PID         -  LS0572
 LS0572  STATE/COUNTY-  NV/PERSHING
 LS0572  USGS QUAD   -  BUENA VISTA HILLS NORTH (1987)
 LS0572
 LS0572                         *CURRENT SURVEY CONTROL
 LS0572  ___________________________________________________________________
 LS0572* NAD 83(1994)-  40 04 31.36408(N)    118 10 53.48043(W)     ADJUSTED  
 LS0572* NAVD 88     -                                                        
 LS0572  ___________________________________________________________________
 LS0572  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 LS0572  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 LS0572
 LS0572  HORZ ORDER  -  THIRD
 LS0572
 LS0572.The horizontal coordinates were established by classical geodetic methods
 LS0572.and adjusted by the National Geodetic Survey in June 1998..
 LS0572
 LS0572
 LS0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0572
 LS0572.The geoid height was determined by GEOID03.
 LS0572
 LS0572;                    North         East     Units Scale Factor Converg.
 LS0572;SPC NV W     - 4,591,058.687   834,271.053   MT  0.99991445   +0 15 31.3
 LS0572;SPC NV W     -15,062,498.38  2,737,104.28   sFT  0.99991445   +0 15 31.3
 LS0572;UTM  11      - 4,436,792.389   399,255.356   MT  0.99972494   -0 45 38.6
 LS0572
 LS0572                          SUPERSEDED SURVEY CONTROL
 LS0572
 LS0572  NAD 83(1986)-  40 04 31.36776(N)    118 10 53.47416(W) AD(       ) 4
 LS0572  NAD 27      -  40 04 31.68600(N)    118 10 49.97600(W) AD(       ) 3
 LS0572
 LS0572.Superseded values are not recommended for survey control.
 LS0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0572.See file dsdata.txt to determine how the superseded data were derived.
 LS0572
 LS0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE9925536792(NAD 83)
 LS0572_MARKER: 22 = AIRWAY BEACON
 LS0572
 LS0572  HISTORY     - Date     Condition        Report By
 LS0572  HISTORY     - 1958     FIRST OBSERVED   CGS
 LS0572
 LS0572                          STATION DESCRIPTION
 LS0572
 LS0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ILC)
 LS0572'THE BEACON IS LOCATED ABOUT 20 MILES AIRLINE EAST SOUTHEAST
 LS0572'OF LOVELOCE AND ABOUT 24 MILES AIRLINE SOUTH OF THE VILLAGE
 LS0572'OF UNIONVILLE.
 LS0572'
 LS0572'THE BEACON IS A STANDARD AIRWAY BEACON MOUNTED ON TOP OF A
 LS0572'60 FOOT STEEL TOWER.  THE LIGHT WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0848 ***********************************************************************
 LR0848  DESIGNATION -  AIRWAY BCN 30 35 MI E LOVELOCK
 LR0848  PID         -  LR0848
 LR0848  STATE/COUNTY-  NV/PERSHING
 LR0848  USGS QUAD   -  MC KINNEY PASS (1990)
 LR0848
 LR0848                         *CURRENT SURVEY CONTROL
 LR0848  ___________________________________________________________________
 LR0848* NAD 83(1994)-  40 12 21.44166(N)    117 48 16.31420(W)     ADJUSTED  
 LR0848* NAVD 88     -      1876.8    (meters)    6157.     (feet)  VERTCON   
 LR0848  ___________________________________________________________________
 LR0848  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 LR0848  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 LR0848
 LR0848  HORZ ORDER  -  THIRD
 LR0848
 LR0848.The horizontal coordinates were established by classical geodetic methods
 LR0848.and adjusted by the National Geodetic Survey in June 1998..
 LR0848
 LR0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0848
 LR0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0848
 LR0848.The geoid height was determined by GEOID03.
 LR0848
 LR0848;                    North         East     Units Scale Factor Converg.
 LR0848;SPC NV W     - 4,605,769.684   866,298.352   MT  0.99995409   +0 30 09.9
 LR0848;SPC NV W     -15,110,762.70  2,842,180.51   sFT  0.99995409   +0 30 09.9
 LR0848;UTM  11      - 4,450,927.054   431,531.802   MT  0.99965771   -0 31 09.8
 LR0848
 LR0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0848!SPC NV W     -   0.99970909  x   0.99995409  =   0.99966320
 LR0848!UTM  11      -   0.99970909  x   0.99965771  =   0.99936690
 LR0848
 LR0848                          SUPERSEDED SURVEY CONTROL
 LR0848
 LR0848  NAD 83(1986)-  40 12 21.44840(N)    117 48 16.30251(W) AD(       ) 4
 LR0848  NAD 27      -  40 12 21.76400(N)    117 48 12.85300(W) AD(       ) 3
 LR0848  NGVD 29 (07/11/94) 1875.7    (m)         6154.     (f) VERT ANG       
 LR0848
 LR0848.Superseded values are not recommended for survey control.
 LR0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0848.See file dsdata.txt to determine how the superseded data were derived.
 LR0848
 LR0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME3153250927(NAD 83)
 LR0848_MARKER: 22 = AIRWAY BEACON
 LR0848_SETTING: 0 = UNSPECIFIED SETTING
 LR0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0848
 LR0848  HISTORY     - Date     Condition        Report By
 LR0848  HISTORY     - 1958     FIRST OBSERVED   CGS
 LR0848  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LR0848
 LR0848                          STATION DESCRIPTION
 LR0848
 LR0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ILC)
 LR0848'THE BEACON IS LOCATED ABOUT 35 MILES AIRLINE EAST OF LOVELOCK
 LR0848'AND 33 MILES SOUTH SOUTHEAST OF MILL CITY.
 LR0848'
 LR0848'THE BEACON IS A STANDARD AIRWAY BEACON MOUNTED ON TOP OF A
 LR0848'40 FOOT STEEL TOWER.  THE LIGHT ON TOP WAS INTERSECTED.
 LR0848
 LR0848                          STATION RECOVERY (1958)
 LR0848
 LR0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0848'RECOVERED AS DESCRIBED.
 LR0848'
 LR0848'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND BRIDGE STREET IN
 LR0848'WINNEMUCCA, GO SE. ON BRIDGE STREET FOR 0.35 MI., TURN RIGHT ON
 LR0848'HASKELL STREET AND GO 53.8 MI., TURN RIGHT AND CONTINUE 9.65 MI. TO
 LR0848'TOP OF DAGO PASS, TURN LEFT AND GO 1.9 MI. TO END OF RD. AND STATION
 LR0848'ON TOP OF HILL.
 LR0848'
 LR0848'STATION MARK--CENTER OF STEEL AIR BEACON TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0843 ***********************************************************************
 LR0843  DESIGNATION -  AIRWAY BCN 32 SW OF BATTLE MTN
 LR0843  PID         -  LR0843
 LR0843  STATE/COUNTY-  NV/PERSHING
 LR0843  USGS QUAD   -  NEEDLE PEAK (1990)
 LR0843
 LR0843                         *CURRENT SURVEY CONTROL
 LR0843  ___________________________________________________________________
 LR0843* NAD 83(1994)-  40 18 56.15980(N)    117 30 23.04841(W)     ADJUSTED  
 LR0843* NAVD 88     -                                                        
 LR0843  ___________________________________________________________________
 LR0843  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 LR0843  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 LR0843
 LR0843  HORZ ORDER  -  THIRD
 LR0843
 LR0843.The horizontal coordinates were established by classical geodetic methods
 LR0843.and adjusted by the National Geodetic Survey in June 1998..
 LR0843
 LR0843
 LR0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0843
 LR0843.The geoid height was determined by GEOID03.
 LR0843
 LR0843;                    North         East     Units Scale Factor Converg.
 LR0843;SPC NV W     - 4,618,208.994   891,530.250   MT  1.00000310   +0 41 48.6
 LR0843;SPC NV W     -15,151,574.01  2,924,962.16   sFT  1.00000310   +0 41 48.6
 LR0843;SPC NV C     - 6,617,990.808   428,629.668   MT  0.99996268   -0 32 36.0
 LR0843;SPC NV C     -21,712,524.84  1,406,262.50   sFT  0.99996268   -0 32 36.0
 LR0843;UTM  11      - 4,462,909.707   456,973.218   MT  0.99962279   -0 19 39.5
 LR0843
 LR0843                          SUPERSEDED SURVEY CONTROL
 LR0843
 LR0843  NAD 83(1986)-  40 18 56.16004(N)    117 30 23.04291(W) AD(       ) 4
 LR0843  NAD 27      -  40 18 56.47200(N)    117 30 19.63500(W) AD(       ) 3
 LR0843
 LR0843.Superseded values are not recommended for survey control.
 LR0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0843.See file dsdata.txt to determine how the superseded data were derived.
 LR0843
 LR0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME5697362910(NAD 83)
 LR0843_MARKER: 22 = AIRWAY BEACON
 LR0843
 LR0843  HISTORY     - Date     Condition        Report By
 LR0843  HISTORY     - 1958     FIRST OBSERVED   CGS
 LR0843
 LR0843                          STATION DESCRIPTION
 LR0843
 LR0843'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0877 ***********************************************************************
 LR0877  DESIGNATION -  AIRWAY BCN 32=WINNEMUCCA APT
 LR0877  PID         -  LR0877
 LR0877  STATE/COUNTY-  NV/HUMBOLDT
 LR0877  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0877
 LR0877                         *CURRENT SURVEY CONTROL
 LR0877  ___________________________________________________________________
 LR0877* NAD 83(1994)-  40 54 16.84019(N)    117 48 04.40538(W)     ADJUSTED  
 LR0877* NAVD 88     -                                                        
 LR0877  ___________________________________________________________________
 LR0877  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 LR0877  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 LR0877
 LR0877  HORZ ORDER  -  THIRD
 LR0877
 LR0877.This mark is at Winnemucca Airport (WMC)
 LR0877
 LR0877.The horizontal coordinates were established by classical geodetic methods
 LR0877.and adjusted by the National Geodetic Survey in June 1998..
 LR0877
 LR0877
 LR0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0877
 LR0877.The geoid height was determined by GEOID03.
 LR0877
 LR0877;                    North         East     Units Scale Factor Converg.
 LR0877;SPC NV W     - 4,683,355.325   865,891.354   MT  0.99995342   +0 30 43.7
 LR0877;SPC NV W     -15,365,308.26  2,840,845.22   sFT  0.99995342   +0 30 43.7
 LR0877;UTM  11      - 4,528,484.451   432,518.555   MT  0.99965605   -0 31 28.8
 LR0877
 LR0877                          SUPERSEDED SURVEY CONTROL
 LR0877
 LR0877  NAD 83(1986)-  40 54 16.84625(N)    117 48 04.39978(W) AD(       ) 4
 LR0877  NAD 27      -  40 54 17.19400(N)    117 48 00.92500(W) AD(       ) 3
 LR0877
 LR0877.Superseded values are not recommended for survey control.
 LR0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0877.See file dsdata.txt to determine how the superseded data were derived.
 LR0877
 LR0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF3251928484(NAD 83)
 LR0877_MARKER: 22 = AIRWAY BEACON
 LR0877
 LR0877  HISTORY     - Date     Condition        Report By
 LR0877  HISTORY     - 1957     FIRST OBSERVED   CGS
 LR0877
 LR0877                          STATION DESCRIPTION
 LR0877
 LR0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LR0877'THE STATION AIRWAY BEACON LOCATED IN THE VICINITY OF THE
 LR0877'BUILDINGS OF THE CIVIL AERONAUTIC ADMINISTRATION ON THE WINNEMUCCA
 LR0877'AIRPORT, ABOUT 8 MILES SOUTHWEST FROM WINNEMUCCA.  THE CENTER OF
 LR0877'THE BEACON WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0629 ***********************************************************************
 LQ0629  DESIGNATION -  AIRWAY BCN 4 MI NE OF SHAFTER
 LQ0629  PID         -  LQ0629
 LQ0629  STATE/COUNTY-  NV/ELKO
 LQ0629  USGS QUAD   -  HARDY CREEK (1982)
 LQ0629
 LQ0629                         *CURRENT SURVEY CONTROL
 LQ0629  ___________________________________________________________________
 LQ0629* NAD 83(1994)-  40 52 53.07834(N)    114 23 52.64992(W)     ADJUSTED  
 LQ0629* NAVD 88     -                                                        
 LQ0629  ___________________________________________________________________
 LQ0629  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 LQ0629  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 LQ0629
 LQ0629  HORZ ORDER  -  THIRD
 LQ0629
 LQ0629.The horizontal coordinates were established by classical geodetic methods
 LQ0629.and adjusted by the National Geodetic Survey in June 1998..
 LQ0629
 LQ0629
 LQ0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0629
 LQ0629.The geoid height was determined by GEOID03.
 LQ0629
 LQ0629;                    North         East     Units Scale Factor Converg.
 LQ0629;SPC NV E     - 8,681,153.649   299,901.331   MT  1.00002280   +0 46 33.2
 LQ0629;SPC NV E     -28,481,418.26    983,926.28   sFT  1.00002280   +0 46 33.2
 LQ0629;UTM  11      - 4,528,852.118   719,238.390   MT  1.00019163   +1 42 13.3
 LQ0629
 LQ0629                          SUPERSEDED SURVEY CONTROL
 LQ0629
 LQ0629  NAD 83(1994)-  40 52 53.07828(N)    114 23 52.64982(W) AD(       ) 4
 LQ0629  NAD 83(1986)-  40 52 53.07001(N)    114 23 52.64647(W) AD(       ) 4
 LQ0629  NAD 27      -  40 52 53.33465(N)    114 23 49.56482(W) AD(       ) 3
 LQ0629
 LQ0629.Superseded values are not recommended for survey control.
 LQ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0629.See file dsdata.txt to determine how the superseded data were derived.
 LQ0629
 LQ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF1923828852(NAD 83)
 LQ0629_MARKER: 22 = AIRWAY BEACON
 LQ0629
 LQ0629  HISTORY     - Date     Condition        Report By
 LQ0629  HISTORY     - 1957     FIRST OBSERVED   CGS
 LQ0629
 LQ0629                          STATION DESCRIPTION
 LQ0629
 LQ0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0629'A BEACON FOR AIR NAVIGATION AID LOCATED ON A LOW RIM ROCKED
 LQ0629'BUTTE ABOUT 4 MILES NE OF SHAFTER, A RAILROAD STATION ON THE
 LQ0629'WESTERN PACIFIC RAILROAD, AND ABOUT 1/2 MILE SE OF THE RAILROAD
 LQ0629'TRACKS.  THE BEACON IS A STEEL STRUCTURE WITH A SMALL WOOD
 LQ0629'BUILDING ENCASED IN ITS BASE.  THE BEACON IS PRESENTLY
 LQ0629'INOPERATIVE.
 LQ0629'
 LQ0629'THE POINT INTERSECTED WAS THE LIGHT MOUNTED ON THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1224 ***********************************************************************
 FS1224  DESIGNATION -  AIRWAY BCN WILSON SUMMIT 23 B
 FS1224  PID         -  FS1224
 FS1224  STATE/COUNTY-  NV/CLARK
 FS1224  USGS QUAD   -  COTTONWOOD PASS (1989)
 FS1224
 FS1224                         *CURRENT SURVEY CONTROL
 FS1224  ___________________________________________________________________
 FS1224* NAD 83(1994)-  35 56 22.69300(N)    115 25 32.93009(W)     ADJUSTED  
 FS1224* NAVD 88     -                                                        
 FS1224  ___________________________________________________________________
 FS1224  LAPLACE CORR-          -7.21  (seconds)                    DEFLEC99
 FS1224  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 FS1224
 FS1224  HORZ ORDER  -  THIRD
 FS1224
 FS1224.The horizontal coordinates were established by classical geodetic methods
 FS1224.and adjusted by the National Geodetic Survey in June 1998..
 FS1224
 FS1224
 FS1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1224
 FS1224.The geoid height was determined by GEOID03.
 FS1224
 FS1224;                    North         East     Units Scale Factor Converg.
 FS1224;SPC NV E     - 8,131,984.818   214,211.932   MT  0.99990249   +0 05 32.8
 FS1224;SPC NV E     -26,679,686.86    702,793.65   sFT  0.99990249   +0 05 32.8
 FS1224;UTM  11      - 3,978,398.372   641,991.298   MT  0.99984843   +0 55 26.7
 FS1224
 FS1224                          SUPERSEDED SURVEY CONTROL
 FS1224
 FS1224  NAD 83(1992)-  35 56 22.69896(N)    115 25 32.93298(W) AD(1991.35) 4
 FS1224  NAD 83(1992)-  35 56 22.71094(N)    115 25 32.90546(W) AD(       ) 4
 FS1224  NAD 83(1992)-  35 56 22.69204(N)    115 25 32.93341(W) AD(       ) 4
 FS1224  NAD 83(1986)-  35 56 22.68510(N)    115 25 32.93605(W) AD(       ) 4
 FS1224  NAD 27      -  35 56 22.82700(N)    115 25 29.89800(W) AD(       ) 3
 FS1224
 FS1224.Superseded values are not recommended for survey control.
 FS1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1224.See file dsdata.txt to determine how the superseded data were derived.
 FS1224
 FS1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV4199178398(NAD 83)
 FS1224
 FS1224  HISTORY     - Date     Condition        Report By
 FS1224  HISTORY     - 1947     MONUMENTED       CGS
 FS1224  HISTORY     - 19870401 MARK NOT FOUND   USPSQD
 FS1224
 FS1224                          STATION DESCRIPTION
 FS1224
 FS1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 FS1224'THE STATION IS A STANDARD CIVIL AERONAUTICS ADMINISTRATION
 FS1224'BEACON (ROTATING) ON TOP OF A FOUR-LEGGED STEEL TOWER WHICH IS
 FS1224'APPROXIMATELY 25 FEET HIGH, IS ABOUT 12 FEET SQUARE AT THE
 FS1224'BASE AND TAPERS TO 4 FOOT SQUARE AT THE TOP.  IT IS PAINTED
 FS1224'RED AND WHITE.  IT FLASHES RED AND WHITE SENDING THE CODE
 FS1224'V IN RED.
 FS1224'
 FS1224'THE BEACON IS 22 MILES SOUTHWEST OF LAS VEGAS, 8 MILES NORTH
 FS1224'OF GOOD SPRINGS, AND IS PLAINLY VISIBLE AT NIGHT FROM LAS
 FS1224'VEGAS.
 FS1224
 FS1224                          STATION RECOVERY (1987)
 FS1224
 FS1224'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 FS1224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0765 ***********************************************************************
 MT0765  DESIGNATION -  AIRWAY BEACON 46 WELLS AIRPORT
 MT0765  PID         -  MT0765
 MT0765  STATE/COUNTY-  NV/ELKO
 MT0765  USGS QUAD   -  WELLS (1982)
 MT0765
 MT0765                         *CURRENT SURVEY CONTROL
 MT0765  ___________________________________________________________________
 MT0765* NAD 83(1994)-  41 06 52.75838(N)    114 55 38.60514(W)     ADJUSTED  
 MT0765* NAVD 88     -                                                        
 MT0765  ___________________________________________________________________
 MT0765  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 MT0765  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 MT0765
 MT0765  HORZ ORDER  -  THIRD
 MT0765
 MT0765.The horizontal coordinates were established by classical geodetic methods
 MT0765.and adjusted by the National Geodetic Survey in June 1998..
 MT0765
 MT0765
 MT0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0765
 MT0765.The geoid height was determined by GEOID03.
 MT0765
 MT0765;                    North         East     Units Scale Factor Converg.
 MT0765;SPC NV E     - 8,706,584.695   255,086.798   MT  0.99993734   +0 25 52.8
 MT0765;SPC NV E     -28,564,853.29    836,897.27   sFT  0.99993734   +0 25 52.8
 MT0765;UTM  11      - 4,553,555.076   674,012.445   MT  0.99997268   +1 21 47.6
 MT0765
 MT0765                          SUPERSEDED SURVEY CONTROL
 MT0765
 MT0765  NAD 83(1994)-  41 06 52.75821(N)    114 55 38.60320(W) AD(       ) 4
 MT0765  NAD 83(1986)-  41 06 52.75521(N)    114 55 38.60157(W) AD(       ) 4
 MT0765  NAD 27      -  41 06 53.03637(N)    114 55 35.44643(W) AD(       ) 3
 MT0765
 MT0765.Superseded values are not recommended for survey control.
 MT0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0765.See file dsdata.txt to determine how the superseded data were derived.
 MT0765
 MT0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF7401253555(NAD 83)
 MT0765
 MT0765  HISTORY     - Date     Condition        Report By
 MT0765  HISTORY     - 1957     MONUMENTED       CGS
 MT0765  HISTORY     - 1963     SEE DESCRIPTION  USAF
 MT0765
 MT0765                          STATION DESCRIPTION
 MT0765
 MT0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0765'AN AIRWAY BEACON AT THE WELLS C.A.A. INTERMEDIATE LANDING FIELD
 MT0765'MOUNTED ON A STEEL STRUCTURE WITH THE CENTER OF THE REVOLVING
 MT0765'LIGHT 53.9 FEET ABOVE THE GROUND SURFACE.  THE BEACON SHOWS A
 MT0765'GREEN AND WHITE LIGHT, FLASHES THE CODE LETTER B (-...).  THE
 MT0765'BEACON IS LOCATED ABOUT 525 FEET W OF THE WEST EDGE AND SOUTH
 MT0765'END OF THE N-S RUNWAY, AND 600 FEET S OF THE SOUTH EDGE OF
 MT0765'THE E-W BLACKTOPPED RUNWAY.  DESIGNATED ELEVATION OF THE
 MT0765'AIRFIELD IS 5763 FEET.
 MT0765'
 MT0765'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 93 AT EAST
 MT0765'EDGE OF WELLS BY FOLLOWING HIGHWAY 93 NORTH FOR 1.5 MILES
 MT0765'WHEN TURN RIGHT, EAST AND CONTINUE AIRFIELD ROAD FOR 0.7
 MT0765'MILE TO BEACON NEAR CATTLE GUARD CROSSING.
 MT0765'
 MT0765'N-S RUNWAY HAS A GRAVEL SURFACE.  THE BEACON HAS A DESIGNATION
 MT0765'46 ON THE ELKO SECTIONAL AERONAUTICAL CHART, AND IS PROBABLY
 MT0765'IN SAME LOCATION ARE PREVIOUS BEACON NUMBERED 46B.
 MT0765
 MT0765                          STATION RECOVERY (1963)
 MT0765
 MT0765'RECOVERY NOTE BY US AIR FORCE 1963
 MT0765'STATION RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0752 ***********************************************************************
 MT0752  DESIGNATION -  AIRWAY BEACON 48 PEQUOP SUMMIT
 MT0752  PID         -  MT0752
 MT0752  STATE/COUNTY-  NV/ELKO
 MT0752  USGS QUAD   -  PEQUOP SUMMIT (1982)
 MT0752
 MT0752                         *CURRENT SURVEY CONTROL
 MT0752  ___________________________________________________________________
 MT0752* NAD 83(1994)-  41 04 50.82519(N)    114 33 31.98394(W)     ADJUSTED  
 MT0752* NAVD 88     -                                                        
 MT0752  ___________________________________________________________________
 MT0752  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 MT0752  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 MT0752
 MT0752  HORZ ORDER  -  THIRD
 MT0752
 MT0752.The horizontal coordinates were established by classical geodetic methods
 MT0752.and adjusted by the National Geodetic Survey in June 1998..
 MT0752
 MT0752
 MT0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0752
 MT0752.The geoid height was determined by GEOID03.
 MT0752
 MT0752;                    North         East     Units Scale Factor Converg.
 MT0752;SPC NV E     - 8,703,121.936   286,078.901   MT  0.99999116   +0 40 23.6
 MT0752;SPC NV E     -28,553,492.55    938,577.19   sFT  0.99999116   +0 40 23.6
 MT0752;UTM  11      - 4,550,596.462   705,059.265   MT  1.00011755   +1 36 16.8
 MT0752
 MT0752                          SUPERSEDED SURVEY CONTROL
 MT0752
 MT0752  NAD 83(1994)-  41 04 50.82474(N)    114 33 31.98331(W) AD(       ) 4
 MT0752  NAD 83(1986)-  41 04 50.81860(N)    114 33 31.97926(W) AD(       ) 4
 MT0752  NAD 27      -  41 04 51.09271(N)    114 33 28.87335(W) AD(       ) 3
 MT0752
 MT0752.Superseded values are not recommended for survey control.
 MT0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0752.See file dsdata.txt to determine how the superseded data were derived.
 MT0752
 MT0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF0505950596(NAD 83)
 MT0752
 MT0752  HISTORY     - Date     Condition        Report By
 MT0752  HISTORY     - 1957     MONUMENTED       CGS
 MT0752
 MT0752                          STATION DESCRIPTION
 MT0752
 MT0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0752'THE BEACON IS ABOUT 20-1/2 MILES EAST OF WELLS, 1/2 MILE
 MT0752'NORTHWEST OF PEQUOP SUMMIT AND 1/4 MILE NORTH OF U.S. HIGHWAY
 MT0752'40, ON THE ROCKY SUMMIT OF A SMALL HILL.
 MT0752'
 MT0752'IT IS A STANDARD ORANGE AND WHITE-COLORED STEEL TOWER WITH
 MT0752'A REVOLVING WHITE LIGHT ENCLOSED IN A GLASS OR PLASTIC DOME
 MT0752'AT THE APEX OF THE TOWER.  TWO RED COURSE BEACONS ARE MOUNTED
 MT0752'ON THE TOWER PLATFORM.
 MT0752'
 MT0752'THE HEIGHT FROM THE GROUND TO THE TOP OF THE DOME LIGHT IS
 MT0752'56.3 FEET.  THE POINT OBSERVED UPON WAS THE DOME LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1964 ***********************************************************************
 GR1964  DESIGNATION -  AIRWAY BEACON ARDEN 24
 GR1964  PID         -  GR1964
 GR1964  STATE/COUNTY-  NV/CLARK
 GR1964  USGS QUAD   -  BLUE DIAMOND SE (1983)
 GR1964
 GR1964                         *CURRENT SURVEY CONTROL
 GR1964  ___________________________________________________________________
 GR1964* NAD 83(1994)-  36 02 09.40886(N)    115 18 45.79175(W)     ADJUSTED  
 GR1964* NAVD 88     -                                                        
 GR1964  ___________________________________________________________________
 GR1964  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 GR1964  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 GR1964
 GR1964  HORZ ORDER  -  THIRD
 GR1964
 GR1964.The horizontal coordinates were established by classical geodetic methods
 GR1964.and adjusted by the National Geodetic Survey in June 1998..
 GR1964
 GR1964
 GR1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1964
 GR1964.The geoid height was determined by GEOID03.
 GR1964
 GR1964;                    North         East     Units Scale Factor Converg.
 GR1964;SPC NV E     - 8,142,692.597   224,386.014   MT  0.99990733   +0 09 33.1
 GR1964;SPC NV E     -26,714,817.30    736,173.11   sFT  0.99990733   +0 09 33.1
 GR1964;UTM  11      - 3,989,252.450   652,008.322   MT  0.99988472   +0 59 34.1
 GR1964
 GR1964                          SUPERSEDED SURVEY CONTROL
 GR1964
 GR1964  NAD 83(1992)-  36 02 09.40964(N)    115 18 45.79684(W) AD(       ) 4
 GR1964  NAD 83(1992)-  36 02 09.40791(N)    115 18 45.79622(W) AD(       ) 4
 GR1964  NAD 83(1986)-  36 02 09.40392(N)    115 18 45.78696(W) AD(       ) 4
 GR1964  NAD 27      -  36 02 09.52500(N)    115 18 42.77200(W) AD(       ) 3
 GR1964
 GR1964.Superseded values are not recommended for survey control.
 GR1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1964.See file dsdata.txt to determine how the superseded data were derived.
 GR1964
 GR1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5200889252(NAD 83)
 GR1964
 GR1964  HISTORY     - Date     Condition        Report By
 GR1964  HISTORY     - 1947     MONUMENTED       CGS
 GR1964  HISTORY     - 1951     SEE DESCRIPTION  USGS
 GR1964  HISTORY     - 1960     SEE DESCRIPTION  CGS
 GR1964
 GR1964                          STATION DESCRIPTION
 GR1964
 GR1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 GR1964'THE STATION IS A STANDARD CIVIL AERONAUTICS ADMINISTRATION
 GR1964'ROTATING BEACON ON TOP OF A FOUR-LEGGED STEEL TOWER WHICH IS
 GR1964'12 FEET SQUARE AT THE BOTTOM AND TAPERS TO ABOUT 4 FOOT
 GR1964'SQUARE AT THE TOP.  IT IS APPROXIMATELY 25 FEET HIGH AND IS
 GR1964'PAINTED RED AND WHITE.
 GR1964'
 GR1964'THE BEACON IS 15 MILES, AIRLINE, SOUTHWEST OF LAS VEGAS,
 GR1964'8 MILES WEST OF U.S. HIGHWAY NO. 91 AND IS PLAINLY VISIBLE
 GR1964'FROM THE LAS VEGAS AT NIGHT.
 GR1964
 GR1964                          STATION RECOVERY (1951)
 GR1964
 GR1964'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1964'STATION HAS BEEN DESTROYED.
 GR1964
 GR1964                          STATION RECOVERY (1960)
 GR1964
 GR1964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (MKM)
 GR1964'AIRWAY BEACON HAS BEEN TORN DOWN, BUT RECOVERED FOUR STEEL
 GR1964'FOOTINGS THAT SUPPORTED THE TOWER.  POINT OBSERVED WAS CENTER
 GR1964'OF THE REMAINING FOOTINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1878 ***********************************************************************
 GR1878  DESIGNATION -  AIRWAY BEACON USA 2
 GR1878  PID         -  GR1878
 GR1878  STATE/COUNTY-  NV/CLARK
 GR1878  USGS QUAD   -  FRENCHMAN MTN (1983)
 GR1878
 GR1878                         *CURRENT SURVEY CONTROL
 GR1878  ___________________________________________________________________
 GR1878* NAD 83(1994)-  36 13 28.04565(N)    114 58 36.84895(W)     ADJUSTED  
 GR1878* NAVD 88     -                                                        
 GR1878  ___________________________________________________________________
 GR1878  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 GR1878  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 GR1878
 GR1878  HORZ ORDER  -  THIRD
 GR1878
 GR1878.The horizontal coordinates were established by classical geodetic methods
 GR1878.and adjusted by the National Geodetic Survey in June 1998..
 GR1878
 GR1878
 GR1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1878
 GR1878.The geoid height was determined by GEOID03.
 GR1878
 GR1878;                    North         East     Units Scale Factor Converg.
 GR1878;SPC NV E     - 8,163,744.488   254,517.535   MT  0.99993661   +0 21 30.2
 GR1878;SPC NV E     -26,783,885.04    835,029.61   sFT  0.99993661   +0 21 30.2
 GR1878;UTM  11      - 4,010,742.016   681,830.368   MT  1.00000738   +1 11 45.2
 GR1878
 GR1878                          SUPERSEDED SURVEY CONTROL
 GR1878
 GR1878  NAD 83(1994)-  36 13 28.04707(N)    114 58 36.85115(W) AD(       ) 4
 GR1878  NAD 83(1992)-  36 13 28.04733(N)    114 58 36.85145(W) AD(       ) 4
 GR1878  NAD 83(1992)-  36 13 28.04703(N)    114 58 36.85178(W) AD(       ) 4
 GR1878  NAD 83(1986)-  36 13 28.03731(N)    114 58 36.83484(W) AD(       ) 4
 GR1878  NAD 27      -  36 13 28.12400(N)    114 58 33.84600(W) AD(       ) 3
 GR1878
 GR1878.Superseded values are not recommended for survey control.
 GR1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1878.See file dsdata.txt to determine how the superseded data were derived.
 GR1878
 GR1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8183010742(NAD 83)
 GR1878_MARKER: 22 = AIRWAY BEACON
 GR1878
 GR1878  HISTORY     - Date     Condition        Report By
 GR1878  HISTORY     - 1947     FIRST OBSERVED   CGS
 GR1878  HISTORY     - 1951     GOOD             USGS
 GR1878  HISTORY     - 1990     GOOD             USPSQD
 GR1878
 GR1878                          STATION DESCRIPTION
 GR1878
 GR1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 GR1878'THE STATION IS A STANDARD ROTATING BEACON ON THE TOP OF
 GR1878'THREE-LEGGED WOODEN TOWER WHICH IS ABOUT 25 FEET HIGH.  THE
 GR1878'LEGS ARE ROUND TELEGRAPH POLE MATERIAL.  THE BEACON FLASHES RED
 GR1878'ONLY AND SENDS NO CODE.  THIS BEACON IS MAINTAINED BY THE U.S.
 GR1878'ARMY.
 GR1878'
 GR1878'THE AIRWAY BEACON IS ON A HIGH RUGGED MOUNTAIN ABOUT 10-1/2
 GR1878'MILES, AIRLINE, EAST-NORTHEAST OF LAS VEGAS AND 4-1/2 MILES
 GR1878'EAST BY SOUTH OF THE LAS VEGAS ARMY AIRBASE.
 GR1878
 GR1878                          STATION RECOVERY (1951)
 GR1878
 GR1878'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1878'NOT OCCUPIED.
 GR1878
 GR1878                          STATION RECOVERY (1990)
 GR1878
 GR1878'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1880 ***********************************************************************
 GR1880  DESIGNATION -  AIRWAY BEACON USA 3
 GR1880  PID         -  GR1880
 GR1880  STATE/COUNTY-  NV/CLARK
 GR1880  USGS QUAD   -  FRENCHMAN MTN (1983)
 GR1880
 GR1880                         *CURRENT SURVEY CONTROL
 GR1880  ___________________________________________________________________
 GR1880* NAD 83(1994)-  36 11 16.98836(N)    114 59 52.88920(W)     ADJUSTED  
 GR1880* NAVD 88     -                                                        
 GR1880  ___________________________________________________________________
 GR1880  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 GR1880  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GR1880
 GR1880  HORZ ORDER  -  THIRD
 GR1880
 GR1880.The horizontal coordinates were established by classical geodetic methods
 GR1880.and adjusted by the National Geodetic Survey in June 1998..
 GR1880
 GR1880
 GR1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1880
 GR1880.The geoid height was determined by GEOID03.
 GR1880
 GR1880;                    North         East     Units Scale Factor Converg.
 GR1880;SPC NV E     - 8,159,693.577   252,643.016   MT  0.99993413   +0 20 44.1
 GR1880;SPC NV E     -26,770,594.68    828,879.63   sFT  0.99993413   +0 20 44.1
 GR1880;UTM  11      - 4,006,663.873   680,015.110   MT  0.99999929   +1 10 56.5
 GR1880
 GR1880                          SUPERSEDED SURVEY CONTROL
 GR1880
 GR1880  NAD 83(1994)-  36 11 16.98906(N)    114 59 52.89179(W) AD(       ) 4
 GR1880  NAD 83(1992)-  36 11 16.98962(N)    114 59 52.89215(W) AD(       ) 4
 GR1880  NAD 83(1992)-  36 11 16.98889(N)    114 59 52.89236(W) AD(       ) 4
 GR1880  NAD 83(1986)-  36 11 16.97971(N)    114 59 52.87515(W) AD(       ) 4
 GR1880  NAD 27      -  36 11 17.07600(N)    114 59 49.88400(W) AD(       ) 3
 GR1880
 GR1880.Superseded values are not recommended for survey control.
 GR1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1880.See file dsdata.txt to determine how the superseded data were derived.
 GR1880
 GR1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8001506664(NAD 83)
 GR1880_MARKER: 22 = AIRWAY BEACON
 GR1880
 GR1880  HISTORY     - Date     Condition        Report By
 GR1880  HISTORY     - 1947     FIRST OBSERVED   CGS
 GR1880
 GR1880                          STATION DESCRIPTION
 GR1880
 GR1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 GR1880'THE STATION IS A STANDARD ROTATING BEACON ON THE TOP OF A
 GR1880'THREE-LEGGED WOODEN TOWER WHICH IS ABOUT 25 FEET HIGH.  THE
 GR1880'LEGS ARE ABOUT 12 FEET APART AT THE BASE AND TAPER TO 4 FEET
 GR1880'AT THE TOP.  THE BEACON FLASHES RED ONLY AND SENDS NO CODE.
 GR1880'THIS BEACON IS MAINTAINED BY THE U.S. ARMY.
 GR1880'
 GR1880'THE BEACON IS ON A HIGH RUGGED MOUNTAIN LOCALLY KNOWN AS
 GR1880'SUNRISE MOUNTAIN.  IT IS 8-1/2 MILES, AIRLINE, EAST OF LAS
 GR1880'VEGAS AND 3/4 MILE NORTH OF STATION SUNRISE.  THIS IS THE FIRST
 GR1880'PROMINENT POINT NORTH OF THE STATION.
 GR1880'
 GR1880'TO REACH SEE THE DESCRIPTION FOR STATION SUNRISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1879 ***********************************************************************
 GR1879  DESIGNATION -  AIRWAY BEACON USA 4
 GR1879  PID         -  GR1879
 GR1879  STATE/COUNTY-  NV/CLARK
 GR1879  USGS QUAD   -  FRENCHMAN MTN (1983)
 GR1879
 GR1879                         *CURRENT SURVEY CONTROL
 GR1879  ___________________________________________________________________
 GR1879* NAD 83(1994)-  36 10 36.76289(N)    114 59 54.41624(W)     ADJUSTED  
 GR1879* NAVD 88     -                                                        
 GR1879  ___________________________________________________________________
 GR1879  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 GR1879  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GR1879
 GR1879  HORZ ORDER  -  THIRD
 GR1879
 GR1879.The horizontal coordinates were established by classical geodetic methods
 GR1879.and adjusted by the National Geodetic Survey in June 1998..
 GR1879
 GR1879
 GR1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1879
 GR1879.The geoid height was determined by GEOID03.
 GR1879
 GR1879;                    North         East     Units Scale Factor Converg.
 GR1879;SPC NV E     - 8,158,453.586   252,612.337   MT  0.99993410   +0 20 42.9
 GR1879;SPC NV E     -26,766,526.47    828,778.98   sFT  0.99993410   +0 20 42.9
 GR1879;UTM  11      - 4,005,423.486   680,002.539   MT  0.99999924   +1 10 54.5
 GR1879
 GR1879                          SUPERSEDED SURVEY CONTROL
 GR1879
 GR1879  NAD 83(1994)-  36 10 36.76314(N)    114 59 54.41930(W) AD(       ) 4
 GR1879  NAD 83(1992)-  36 10 36.76387(N)    114 59 54.41939(W) AD(       ) 4
 GR1879  NAD 83(1992)-  36 10 36.76313(N)    114 59 54.41956(W) AD(       ) 4
 GR1879  NAD 83(1986)-  36 10 36.75438(N)    114 59 54.40200(W) AD(       ) 4
 GR1879  NAD 27      -  36 10 36.84600(N)    114 59 51.41400(W) AD(       ) 3
 GR1879
 GR1879.Superseded values are not recommended for survey control.
 GR1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1879.See file dsdata.txt to determine how the superseded data were derived.
 GR1879
 GR1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8000305423(NAD 83)
 GR1879_MARKER: 22 = AIRWAY BEACON
 GR1879
 GR1879  HISTORY     - Date     Condition        Report By
 GR1879  HISTORY     - 1947     FIRST OBSERVED   CGS
 GR1879
 GR1879                          STATION DESCRIPTION
 GR1879
 GR1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 GR1879'THE STATION IS A STANDARD ROTATING BEACON ON THE TOP OF A
 GR1879'THREE-LEGGED WOOD-TOWER WHICH IS ABOUT 25 FEET HIGH.  THE LEGS
 GR1879'ARE ABOUT 12 FEET APART AT THE BASE AND TAPER TO 4 FEET
 GR1879'AT THE TOP.  THE BEACON FLASHES RED ONLY AND SENDS NO CODE.
 GR1879'THIS BEACON IS MAINTAINED BY THE U.S. ARMY.
 GR1879'
 GR1879'THE BEACON IS ON A HIGH RUGGED MOUNTAIN LOCALLY KNOWN AS SUNRISE
 GR1879'MOUNTAIN.  IT IS 8-1/2 MILES EAST OF LAS VEGAS AND ABOUT 150
 GR1879'YARDS SOUTH OF STATION SUNRISE.  THIS BEACON IS NOT TO BE
 GR1879'CONFUSED WITH AIRWAY BEACON NO. 3 (USA) WHICH IS NORTH
 GR1879'APPROXIMATELY 3/4 MILE.
 GR1879'
 GR1879'TO REACH THE STATION SEE THE DESCRIPTION FOR STATION SUNRISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1547 ***********************************************************************
 KR1547  DESIGNATION -  AIRWAY BN 23 12 MI NE OF HAZEN
 KR1547  PID         -  KR1547
 KR1547  STATE/COUNTY-  NV/CHURCHILL
 KR1547  USGS QUAD   -  SODA LAKE NW (1985)
 KR1547
 KR1547                         *CURRENT SURVEY CONTROL
 KR1547  ___________________________________________________________________
 KR1547* NAD 83(1994)-  39 44 50.20689(N)    118 56 10.51724(W)     ADJUSTED  
 KR1547* NAVD 88     -                                                        
 KR1547  ___________________________________________________________________
 KR1547  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 KR1547  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 KR1547
 KR1547  HORZ ORDER  -  THIRD
 KR1547
 KR1547.The horizontal coordinates were established by classical geodetic methods
 KR1547.and adjusted by the National Geodetic Survey in June 1998..
 KR1547
 KR1547
 KR1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1547
 KR1547.The geoid height was determined by GEOID03.
 KR1547
 KR1547;                    North         East     Units Scale Factor Converg.
 KR1547;SPC NV W     - 4,554,614.707   769,754.858   MT  0.99991126   -0 13 32.4
 KR1547;SPC NV W     -14,942,931.75  2,525,437.40   sFT  0.99991126   -0 13 32.4
 KR1547;UTM  11      - 4,401,501.016   334,108.362   MT  0.99993882   -1 14 18.0
 KR1547
 KR1547                          SUPERSEDED SURVEY CONTROL
 KR1547
 KR1547  NAD 83(1986)-  39 44 50.21126(N)    118 56 10.51052(W) AD(       ) 4
 KR1547  NAD 27      -  39 44 50.52600(N)    118 56 06.93100(W) AD(       ) 3
 KR1547
 KR1547.Superseded values are not recommended for survey control.
 KR1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1547.See file dsdata.txt to determine how the superseded data were derived.
 KR1547
 KR1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE3410801501(NAD 83)
 KR1547_MARKER: 22 = AIRWAY BEACON
 KR1547
 KR1547  HISTORY     - Date     Condition        Report By
 KR1547  HISTORY     - 1935     FIRST OBSERVED   CGS
 KR1547  HISTORY     - 1958     GOOD             CGS
 KR1547
 KR1547                          STATION DESCRIPTION
 KR1547
 KR1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 KR1547'AIRWAY BEACON WAS NOT PREVIOUSLY DESCRIBED.  IT IS ON THE SOUTHERN
 KR1547'BREAKS OF THE HOT SPRINGS MOUNTAINS ABOUT 8 MILES NEARLY DUE
 KR1547'SOUTH OF DESERT PEAK, THE HIGHEST ELEVATION OF THIS MOUNTAIN
 KR1547'RANGE.  OBSERVATIONS OF 1958 FROM DESERT (USGS) AND ROCK 2
 KR1547'USGS WERE EVIDENTLY ON THE SAME BEACON INTERSECTED IN 1935.
 KR1547'BEACON IS A STEEL TOWER ON WHICH IS MOUNTED THE NAVIGATION
 KR1547'AID, AND CENTER OF LIGHT INTERSECTED.
 KR1547'
 KR1547'INTERSECTED FROM ROCKY 2 USGS, AGIE, AND DESERT (USGS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0749 ***********************************************************************
 LQ0749  DESIGNATION -  AIRWAY BN 40 RENO TO SALT LAKE
 LQ0749  PID         -  LQ0749
 LQ0749  STATE/COUNTY-  NV/ELKO
 LQ0749  USGS QUAD   -  GRINDSTONE MTN (1985)
 LQ0749
 LQ0749                         *CURRENT SURVEY CONTROL
 LQ0749  ___________________________________________________________________
 LQ0749* NAD 83(1994)-  40 43 47.17495(N)    115 59 02.24631(W)     ADJUSTED  
 LQ0749* NAVD 88     -                                                        
 LQ0749  ___________________________________________________________________
 LQ0749  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 LQ0749  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 LQ0749
 LQ0749  HORZ ORDER  -  THIRD
 LQ0749
 LQ0749.The horizontal coordinates were established by classical geodetic methods
 LQ0749.and adjusted by the National Geodetic Survey in June 1998..
 LQ0749
 LQ0749
 LQ0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0749
 LQ0749.The geoid height was determined by GEOID03.
 LQ0749
 LQ0749;                    North         East     Units Scale Factor Converg.
 LQ0749;SPC NV E     - 8,663,716.487   166,159.483   MT  0.99991409   -0 15 41.1
 LQ0749;SPC NV E     -28,424,209.84    545,141.57   sFT  0.99991409   -0 15 41.1
 LQ0749;UTM  11      - 4,509,256.178   585,799.467   MT  0.99969061   +0 39 46.8
 LQ0749
 LQ0749                          SUPERSEDED SURVEY CONTROL
 LQ0749
 LQ0749  NAD 83(1986)-  40 43 47.17776(N)    115 59 02.24001(W) AD(       ) 4
 LQ0749  NAD 27      -  40 43 47.46600(N)    115 58 58.95800(W) AD(       ) 3
 LQ0749
 LQ0749.Superseded values are not recommended for survey control.
 LQ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0749.See file dsdata.txt to determine how the superseded data were derived.
 LQ0749
 LQ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF8579909256(NAD 83)
 LQ0749_MARKER: 22 = AIRWAY BEACON
 LQ0749_SETTING: 0 = UNSPECIFIED SETTING
 LQ0749
 LQ0749  HISTORY     - Date     Condition        Report By
 LQ0749  HISTORY     - 1940     FIRST OBSERVED   CGS
 LQ0749  HISTORY     - 1943     GOOD             CGS
 LQ0749  HISTORY     - 1958     GOOD             CGS
 LQ0749
 LQ0749                          STATION DESCRIPTION
 LQ0749
 LQ0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LQ0749'STATION IS ABOUT 14 MILES SW OF ELKO, 6.5 MILES E OF CARLIN,
 LQ0749'AND ABOUT 2 MILES N OF U.S. HIGHWAY 40, ON THE HIGHEST POINT
 LQ0749'OF A PROMINENT, ROUNDED, GRASS-COVERED MOUNTAIN.  IT HAS A
 LQ0749'STANDARD, 75-FOOT, RED-AND-WHITE STRIPED AIRWAY BEACON, WITH
 LQ0749'A CONTROL HOUSE AT ITS BASE.
 LQ0749
 LQ0749                          STATION RECOVERY (1943)
 LQ0749
 LQ0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HJB)
 LQ0749'RECOVERED, IN GOOD CONDITION, AS DESCRIBED IN ORIGINAL DESCRIPTION.
 LQ0749'DESCRIPTION ADEQUATE.
 LQ0749
 LQ0749                          STATION RECOVERY (1958)
 LQ0749
 LQ0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LQ0749'BEACON 40 IS STILL SITUATED IN ITS 1940 LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0737 ***********************************************************************
 LQ0737  DESIGNATION -  AIRWAY BN 42 RENO TO SALT LAKE
 LQ0737  PID         -  LQ0737
 LQ0737  STATE/COUNTY-  NV/ELKO
 LQ0737  USGS QUAD   -  OSINO (1982)
 LQ0737
 LQ0737                         *CURRENT SURVEY CONTROL
 LQ0737  ___________________________________________________________________
 LQ0737* NAD 83(1994)-  40 53 12.37957(N)    115 43 08.30189(W)     ADJUSTED  
 LQ0737* NAVD 88     -                                                        
 LQ0737  ___________________________________________________________________
 LQ0737  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 LQ0737  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 LQ0737
 LQ0737  HORZ ORDER  -  THIRD
 LQ0737
 LQ0737.The horizontal coordinates were established by classical geodetic methods
 LQ0737.and adjusted by the National Geodetic Survey in June 1998..
 LQ0737
 LQ0737
 LQ0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0737
 LQ0737.The geoid height was determined by GEOID03.
 LQ0737
 LQ0737;                    North         East     Units Scale Factor Converg.
 LQ0737;SPC NV E     - 8,681,081.427   188,569.587   MT  0.99990161   -0 05 19.6
 LQ0737;SPC NV E     -28,481,181.32    618,665.39   sFT  0.99990161   -0 05 19.6
 LQ0737;UTM  11      - 4,526,977.598   607,921.818   MT  0.99974335   +0 50 19.0
 LQ0737
 LQ0737                          SUPERSEDED SURVEY CONTROL
 LQ0737
 LQ0737  NAD 83(1986)-  40 53 12.38029(N)    115 43 08.29690(W) AD(       ) 4
 LQ0737  NAD 27      -  40 53 12.67000(N)    115 43 05.05300(W) AD(       ) 3
 LQ0737
 LQ0737.Superseded values are not recommended for survey control.
 LQ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0737.See file dsdata.txt to determine how the superseded data were derived.
 LQ0737
 LQ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0792226978(NAD 83)
 LQ0737_MARKER: 22 = AIRWAY BEACON
 LQ0737
 LQ0737  HISTORY     - Date     Condition        Report By
 LQ0737  HISTORY     - 1947     FIRST OBSERVED   CGS
 LQ0737  HISTORY     - 1956     GOOD             CGS
 LQ0737
 LQ0737                          STATION DESCRIPTION
 LQ0737
 LQ0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0737'THE STATION IS ABOUT 6 MILES NORTH OF THE CITY OF ELKO, 2
 LQ0737'MILES NORTHWEST OF U.S. HIGHWAY NO. 40, ON THE SUMMIT OF A
 LQ0737'LOW SAGE- COVERED RIDGE.
 LQ0737'
 LQ0737'IT CONSISTS OF A ROTATING BEACON LIGHT ON THE TOP OF A RED AND
 LQ0737'WHITE STEEL TOWER WHICH HAS 4 LEGS AND IS APPROXIMATELY 35
 LQ0737'FEET HIGH.  THE BEACON FLASHES RED AND WHITE.
 LQ0737'
 LQ0737'THE LIGHT WAS USED FOR OBSERVATIONS.
 LQ0737
 LQ0737                          STATION RECOVERY (1956)
 LQ0737
 LQ0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 LQ0737'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0606 ***********************************************************************
 LQ0606  DESIGNATION -  AIRWAY LIGHT NEAR STATION SALT
 LQ0606  PID         -  LQ0606
 LQ0606  STATE/COUNTY-  NV/ELKO
 LQ0606  USGS QUAD   -  WENDOVER (1972)
 LQ0606
 LQ0606                         *CURRENT SURVEY CONTROL
 LQ0606  ___________________________________________________________________
 LQ0606* NAD 83(1994)-  40 38 08.41694(N)    114 03 53.47618(W)     ADJUSTED  
 LQ0606* NAVD 88     -                                                        
 LQ0606  ___________________________________________________________________
 LQ0606  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 LQ0606  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 LQ0606
 LQ0606  HORZ ORDER  -  THIRD
 LQ0606
 LQ0606.The horizontal coordinates were established by classical geodetic methods
 LQ0606.and adjusted by the National Geodetic Survey in June 1998..
 LQ0606
 LQ0606
 LQ0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0606
 LQ0606.The geoid height was determined by GEOID03.
 LQ0606
 LQ0606;                    North         East     Units Scale Factor Converg.
 LQ0606;SPC NV E     - 8,654,299.423   328,447.854   MT  1.00010302   +0 59 20.5
 LQ0606;SPC NV E     -28,393,314.02  1,077,582.67   sFT  1.00010302   +0 59 20.5
 LQ0606;SPC UT C     - 2,258,723.260   283,052.129   MT  0.99999647   -1 38 34.8
 LQ0606;UTM  11      - 4,502,456.955   748,221.150   MT  1.00035846   +1 54 44.9
 LQ0606;UTM  12      - 4,502,831.398   240,807.972   MT  1.00042700   -1 59 49.5
 LQ0606
 LQ0606                          SUPERSEDED SURVEY CONTROL
 LQ0606
 LQ0606  NAD 83(1994)-  40 38 08.41687(N)    114 03 53.47605(W) AD(       ) 4
 LQ0606  NAD 83(1986)-  40 38 08.41026(N)    114 03 53.46943(W) AD(       ) 4
 LQ0606  NAD 27      -  40 38 08.66100(N)    114 03 50.43200(W) AD(       ) 3
 LQ0606
 LQ0606.Superseded values are not recommended for survey control.
 LQ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0606.See file dsdata.txt to determine how the superseded data were derived.
 LQ0606
 LQ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4822102457(NAD 83)
 LQ0606_MARKER: 22 = AIRWAY BEACON
 LQ0606
 LQ0606  HISTORY     - Date     Condition        Report By
 LQ0606  HISTORY     - 1944     FIRST OBSERVED   CGS
 LQ0606  HISTORY     - 1957     GOOD             CGS
 LQ0606  HISTORY     - 1984     GOOD             DMA
 LQ0606
 LQ0606                          STATION DESCRIPTION
 LQ0606
 LQ0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 LQ0606'LOCATED ABOUT 7 MILES SSW OF WENDOVER, UTAH, ON THE W EDGE
 LQ0606'OF THE SALT LAKE FLATS, ABOUT 1.25 MILES W OF THE NEVADA-UTAH
 LQ0606'STATE LINE, ON A ROUND ROCKY-TOPPED HILL THAT STANDS APART
 LQ0606'TO THE E OF A SMALL RANGE OF HILLS.  IT IS A RED FLASHING LIGHT
 LQ0606'PLACED ON A 20-FOOT TOWER 10.1 FEET N OF STATION SALT.
 LQ0606
 LQ0606                          STATION RECOVERY (1957)
 LQ0606
 LQ0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0606'A BEACON MOUNTED ON A STEEL TOWER TO SERVE AS A WARNING FOR
 LQ0606'AIR NAVIGATION, AND IS LOCATED ON A LOW HILL AT THE WEST
 LQ0606'EDGE OF THE SALT FLATS ABOUT 8 MILES SOUTH FROM WENDOVER, UTAH.
 LQ0606'THE TRIANGULATION STATION SALT 1940 IS SOUTH FROM THE BEACON.
 LQ0606'BEACON FLASHES RED AT NEAR 1 SECOND INTERVALS WHEN IN OPERATION.
 LQ0606'DISTANCE MEASUREMENT WAS MADE TO THE CENTER OF LIGHT, ROUGHLY,
 LQ0606'BECAUSE OF BUILDING BUILT WITHIN THE STEEL TOWER FRAMEWORK
 LQ0606'
 LQ0606'OFFICE NOTE--THIS STATION PREVIOUSLY SHOWN AS AIRWAY LIGHT
 LQ0606'(NEAR STATION SALT) 1944.
 LQ0606'
 LQ0606'MEASUREMENTS DO NOT AGREE BECAUSE OF BUILDING IN STEEL TOWER.
 LQ0606
 LQ0606                          STATION RECOVERY (1984)
 LQ0606
 LQ0606'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (GS)
 LQ0606'STATION NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0364 ***********************************************************************
 HP0364  DESIGNATION -  ALAMO
 HP0364  PID         -  HP0364
 HP0364  STATE/COUNTY-  NV/LINCOLN
 HP0364  USGS QUAD   -  ALAMO SE (1980)
 HP0364
 HP0364                         *CURRENT SURVEY CONTROL
 HP0364  ___________________________________________________________________
 HP0364* NAD 83(1994)-  37 21 52.73322(N)    115 07 08.04567(W)     ADJUSTED  
 HP0364* NAVD 88     -      1564.7    (meters)    5134.     (feet)  VERTCON   
 HP0364  ___________________________________________________________________
 HP0364  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 HP0364  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 HP0364
 HP0364  HORZ ORDER  -  FIRST
 HP0364
 HP0364.The horizontal coordinates were established by classical geodetic methods
 HP0364.and adjusted by the National Geodetic Survey in June 1998..
 HP0364
 HP0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0364
 HP0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0364
 HP0364.The geoid height was determined by GEOID03.
 HP0364
 HP0364;                    North         East     Units Scale Factor Converg.
 HP0364;SPC NV E     - 8,290,193.855   241,137.603   MT  0.99992084   +0 16 54.7
 HP0364;SPC NV E     -27,198,744.34    791,132.29   sFT  0.99992084   +0 16 54.7
 HP0364;UTM  11      - 4,136,985.083   666,578.044   MT  0.99994181   +1 08 30.7
 HP0364
 HP0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0364!SPC NV E     -   0.99975851  x   0.99992084  =   0.99967937
 HP0364!UTM  11      -   0.99975851  x   0.99994181  =   0.99970034
 HP0364
 HP0364|---------------------------------------------------------------------|
 HP0364| PID    Reference Object                     Distance      Geod. Az  |
 HP0364|                                                           dddmmss.s |
 HP0364| DD5269 ALAMO RM 1                            8.706 METERS 00500     |
 HP0364| HP0365 ALAMO CAIRN                           5.121 METERS 17300     |
 HP0364| HP0171 K 312                                              1994953.6 |
 HP0364| DD5270 ALAMO RM 2                            5.175 METERS 26831     |
 HP0364| HP0378 ASH SPRINGS                         APPROX.18.3 KM 2965357.2 |
 HP0364|---------------------------------------------------------------------|
 HP0364
 HP0364                          SUPERSEDED SURVEY CONTROL
 HP0364
 HP0364  NAD 83(1994)-  37 21 52.73014(N)    115 07 08.04445(W) AD(       ) 1
 HP0364  NAD 83(1992)-  37 21 52.72576(N)    115 07 08.04271(W) AD(       ) 1
 HP0364  NAD 83(1986)-  37 21 52.72555(N)    115 07 08.04269(W) AD(       ) 1
 HP0364  NAD 27      -  37 21 52.85700(N)    115 07 04.98800(W) AD(       ) 1
 HP0364  NGVD 29 (07/19/86) 1563.8    (m)         5131.     (f) VERT ANG       
 HP0364
 HP0364.Superseded values are not recommended for survey control.
 HP0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0364.See file dsdata.txt to determine how the superseded data were derived.
 HP0364
 HP0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB6657836985(NAD 83)
 HP0364_MARKER: DS = TRIANGULATION STATION DISK
 HP0364_SETTING: 80 = SET IN A BOULDER
 HP0364_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HP0364
 HP0364  HISTORY     - Date     Condition        Report By
 HP0364  HISTORY     - 1944     MONUMENTED       CGS
 HP0364  HISTORY     - 1955     GOOD             CGS
 HP0364  HISTORY     - 1969     GOOD             USGS
 HP0364
 HP0364                          STATION DESCRIPTION
 HP0364
 HP0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0364'STATION IS LOCATED ABOUT 12-1/2 MILES SE OF CRYSTAL SPRINGS,
 HP0364'ON A SHARP ROCKY HOGBACKED PEAK, THE HIGHEST POINT IN THE FIRST
 HP0364'RANGE OF HILLS E OF PAHRANAGAT VALLEY.  THE W SLOPE IS QUITE
 HP0364'STEEP AND HAS THE LETTER P PAINTED ON ITS SIDE.
 HP0364'
 HP0364'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER PROJECTING
 HP0364'ABOUT 8 INCHES.  IT IS 17 FEET NNW OF AN 8-FOOT ROCK CAIRN
 HP0364'AND IS STAMPED ALAMO 1944.
 HP0364'
 HP0364'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER.
 HP0364'IT IS 5 FEET LOWER THAN THE STATION MARK AND IS STAMPED ALAMO
 HP0364'NO 1 1944.
 HP0364'
 HP0364'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0364'PROJECTING 2-1/2 FEET ABOVE THE GROUND.  IT IS 1 FOOT HIGHER
 HP0364'THAN THE STATION MARK AND IS STAMPED ALAMO NO 2 1944.
 HP0364'
 HP0364'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN AN 8-INCH
 HP0364'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.  IT IS 23
 HP0364'PACES E OF THE CENTER LINE OF U.S. HIGHWAY 93, 3-1/2 FEET SW
 HP0364'OF A WHITE WITNESS POST, 12 PACES N OF AN ALAMO SERVICE AND
 HP0364'GARAGE SIGN, AND IS STAMPED K 312 1941.
 HP0364'
 HP0364'TO REACH STATION FROM ALAMO, GO S ON U.S. HIGHWAY 93 FOR 2.1
 HP0364'MILES, TURN LEFT, OPPOSITE CULTIVATED FIELD, ON TO TRACK ROAD
 HP0364'E FOR 2.6 MILES TO END OF TRUCK TRAVEL.  FROM HERE PACK N (LEFT)
 HP0364'UP ROCKY CANYON ABOUT 1/2 MILE TO PLACE WHERE CANYON BECOMES
 HP0364'NARROW AND WALLS ARE VERTICAL, WITH A LARGE BOULDER ALMOST
 HP0364'BLOCKING PASSAGE.  TURN LEFT AT THIS POINT AND GO UP STEEP
 HP0364'SLOPE OF LOOSE DIRT AND STONES TO SMALL SADDLE.  TURN LEFT (W)
 HP0364'ABOUT 15 YARDS TO TOP OF RIDGE.  CONTINUE IN A W DIRECTION TO
 HP0364'BASE OF HILL, THENCE UP STEEP SIDE OF HILL TO TOP AND TURN
 HP0364'RIGHT AND GO IN A N DIRECTION ABOUT 1/4 MILE TO BASE OF HILL
 HP0364'ON WHICH STATION IS LOCATED.  GO UP STEEP SIDE TO TOP AND
 HP0364'STATION SITE.
 HP0364'
 HP0364'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HP0364
 HP0364                          STATION RECOVERY (1955)
 HP0364
 HP0364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 HP0364'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND IN
 HP0364'GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS ADEQUATE.  A MUCH
 HP0364'EASIER ROUTE TO THE STATION WAS FOUND, THE APPROACH BEING MADE
 HP0364'FROM THE E SIDE OF THE PEAK AND AT THE BASE THEREOF, REDUCING
 HP0364'THE PACKING TIME BY AT LEAST 1-1/2 HOURS.  THE NEW ROUTE TO
 HP0364'THE STATION FOLLOWS--
 HP0364'
 HP0364'TO REACH FROM LARRYS CHEVRON SERVICE STATION IN THE NE SECTION
 HP0364'OF ALAMO, GO S ON U.S. HIGHWAY 93 FOR 2.2 MI. TO A BLADED SIDE
 HP0364'ROAD LEFT, OPPOSITE A CULTIVATED FIELD.  TURN LEFT AND GO E
 HP0364'UP THE CANYON FOR 3.2 MI. TO A WIDE FLAT-BOTTOM DRAW TO THE LEFT
 HP0364'(N).  TURN LEFT UP THE DRAW, ON A VERY DIM TRACK ROAD AND GO
 HP0364'N-NW FOR 2.35 MI. TO THE SUMMIT OF A DIVIDE IN A SADDLE.
 HP0364'CONTINUE ON THE DIM ROAD (N-NW) DOWN THE DRAW FOR 1.5 MI. TO
 HP0364'A BRANCH CANYON COMING IN FROM THE LEFT.  TURN SHARP LEFT
 HP0364'(S-SE) AND GO UP THE SANDY FLAT-BOTTOM CANYON FOR 1.35 MI.
 HP0364'TO THE END OF TRUCK TRAVEL.  THE CAIRN ON THE STATION PEAK
 HP0364'IS VISIBLE TO THE RIGHT FROM A POINT ABOUT 0.05 MI. BEFORE
 HP0364'REACHING THE END OF TRUCK TRAVEL.  A FOUR-WHEEL DRIVE
 HP0364'VEHICLE IS REQUIRED TO DRIVE THE LAST 5.1 MI.
 HP0364'
 HP0364'PACK UP THE EXTREME RIGHT-HAND CANYON FOR ABOUT 10 MINUTES TO
 HP0364'A NARROW VALLEY AT THE BASE OF THE STATION HILL PEAK, THENCE
 HP0364'ANGLE UP THE STEEP ROCKY SLOPE TO THE RIGHT TO THE TOP OF
 HP0364'THE PEAK AND THE STATION.  ABOUT A 45-MINUTE PACK.
 HP0364'
 HP0364'TO REACH BENCH MARK K 312 (AZIMUTH MARK) FROM LARRYS CHEVRON
 HP0364'SERVICE STATION, GO S ON U.S. HIGHWAY 93 FOR 3.1 MI. TO THE
 HP0364'MARK ON THE LEFT (E) SIDE OF THE HIGHWAY.
 HP0364
 HP0364                          STATION RECOVERY (1969)
 HP0364
 HP0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HP0364'ALL MARKS IN GOOD CONDITION.
 HP0364'
 HP0364'REACHED BY HELICOPTER.
 HP0364'
 HP0364'TO REACH DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0365 ***********************************************************************
 HP0365  DESIGNATION -  ALAMO CAIRN
 HP0365  PID         -  HP0365
 HP0365  STATE/COUNTY-  NV/LINCOLN
 HP0365  USGS QUAD   -  ALAMO SE (1980)
 HP0365
 HP0365                         *CURRENT SURVEY CONTROL
 HP0365  ___________________________________________________________________
 HP0365* NAD 83(1994)-  37 21 52.56835(N)    115 07 08.02033(W)     ADJUSTED  
 HP0365* NAVD 88     -      1565.     (meters)    5135.     (feet)  SCALED    
 HP0365  ___________________________________________________________________
 HP0365  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 HP0365  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 HP0365
 HP0365  HORZ ORDER  -  SECOND
 HP0365
 HP0365.The horizontal coordinates were established by classical geodetic methods
 HP0365.and adjusted by the National Geodetic Survey in June 1998..
 HP0365
 HP0365.The orthometric height was scaled from a topographic map.
 HP0365
 HP0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0365
 HP0365.The geoid height was determined by GEOID03.
 HP0365
 HP0365;                    North         East     Units Scale Factor Converg.
 HP0365;SPC NV E     - 8,290,188.776   241,138.252   MT  0.99992084   +0 16 54.7
 HP0365;SPC NV E     -27,198,727.68    791,134.42   sFT  0.99992084   +0 16 54.7
 HP0365;UTM  11      - 4,136,980.013   666,578.769   MT  0.99994182   +1 08 30.8
 HP0365
 HP0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0365!SPC NV E     -   0.99975848  x   0.99992084  =   0.99967934
 HP0365!UTM  11      -   0.99975848  x   0.99994182  =   0.99970032
 HP0365
 HP0365                          SUPERSEDED SURVEY CONTROL
 HP0365
 HP0365  NAD 83(1994)-  37 21 52.56527(N)    115 07 08.01911(W) AD(       ) 2
 HP0365  NAD 83(1992)-  37 21 52.56088(N)    115 07 08.01737(W) AD(       ) 2
 HP0365  NAD 83(1986)-  37 21 52.56068(N)    115 07 08.01736(W) AD(       ) 2
 HP0365  NAD 27      -  37 21 52.69212(N)    115 07 04.96267(W) AD(       ) 2
 HP0365
 HP0365.Superseded values are not recommended for survey control.
 HP0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0365.See file dsdata.txt to determine how the superseded data were derived.
 HP0365
 HP0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB6657936980(NAD 83)
 HP0365_MARKER: 72 = CAIRN
 HP0365
 HP0365  HISTORY     - Date     Condition        Report By
 HP0365  HISTORY     - 1944     FIRST OBSERVED   CGS
 HP0365
 HP0365                          STATION DESCRIPTION
 HP0365
 HP0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0365'LOCATED ABOUT 12.5 MILES SE OF CRYSTAL SPRINGS, 3.5 MILES E
 HP0365'OF ALAMO, ON A SHARP ROCKY HOG-BACKED PEAK, THE HIGHEST POINT
 HP0365'IN THE FIRST RANGE OF HILLS E OF PAHRANAGAT VALLEY.  THE W
 HP0365'SLOPE IS QUITE STEEP AND HAS THE LETTER P PAINTED ON ITS SIDE.
 HP0365'
 HP0365'CAIRN IS 8 FEET HIGH AND ABOUT 4 FEET SQUARE.  IT IS 17 FEET
 HP0365'SSE OF STATION ALAMO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0690 ***********************************************************************
 JP0690  DESIGNATION -  ALBERT
 JP0690  PID         -  JP0690
 JP0690  STATE/COUNTY-  NV/NYE
 JP0690  USGS QUAD   -  BLUE EAGLE MOUNTAIN (1990)
 JP0690
 JP0690                         *CURRENT SURVEY CONTROL
 JP0690  ___________________________________________________________________
 JP0690* NAD 83(1994)-  38 30 24.63497(N)    115 23 51.33598(W)     ADJUSTED  
 JP0690* NAVD 88     -      2655.3    (meters)    8712.     (feet)  VERTCON   
 JP0690  ___________________________________________________________________
 JP0690  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 JP0690  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 JP0690
 JP0690  HORZ ORDER  -  THIRD
 JP0690
 JP0690.The horizontal coordinates were established by classical geodetic methods
 JP0690.and adjusted by the National Geodetic Survey in June 1998..
 JP0690
 JP0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0690
 JP0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0690
 JP0690.The geoid height was determined by GEOID03.
 JP0690
 JP0690;                    North         East     Units Scale Factor Converg.
 JP0690;SPC NV C     - 6,417,621.497   610,685.290   MT  1.00005083   +0 47 24.8
 JP0690;SPC NV C     -21,055,146.53  2,003,556.66   sFT  1.00005083   +0 47 24.8
 JP0690;UTM  11      - 4,263,269.345   639,717.370   MT  0.99984040   +0 59 52.2
 JP0690
 JP0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0690!SPC NV C     -   0.99958710  x   1.00005083  =   0.99963791
 JP0690!UTM  11      -   0.99958710  x   0.99984040  =   0.99942756
 JP0690
 JP0690|---------------------------------------------------------------------|
 JP0690| PID    Reference Object                     Distance      Geod. Az  |
 JP0690|                                                           dddmmss.s |
 JP0690| CS8699 ALBERT RM 1                           4.749 METERS 29340     |
 JP0690| CS8700 ALBERT RM 2                           6.154 METERS 31352     |
 JP0690|---------------------------------------------------------------------|
 JP0690
 JP0690                          SUPERSEDED SURVEY CONTROL
 JP0690
 JP0690  NAD 83(1994)-  38 30 24.62909(N)    115 23 51.33799(W) AD(       ) 3
 JP0690  NAD 83(1986)-  38 30 24.62868(N)    115 23 51.33937(W) AD(       ) 3
 JP0690  NGVD 29 (01/04/94) 2654.0    (m)         8707.     (f) VERT ANG       
 JP0690
 JP0690.Superseded values are not recommended for survey control.
 JP0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0690.See file dsdata.txt to determine how the superseded data were derived.
 JP0690
 JP0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC3971763269(NAD 83)
 JP0690_MARKER: DS = TRIANGULATION STATION DISK
 JP0690_SETTING: 66 = SET IN ROCK OUTCROP
 JP0690_SP_SET: SET IN BEDROCK
 JP0690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0690+STABILITY: POSITION/ELEVATION WELL
 JP0690
 JP0690  HISTORY     - Date     Condition        Report By
 JP0690  HISTORY     - 1963     MONUMENTED       USGS
 JP0690
 JP0690                          STATION DESCRIPTION
 JP0690
 JP0690'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JP0690'LOCATED ABOUT 60 MI SW. OF ELY, ABOUT 17 MI SE. OF CURRANT.  ON
 JP0690'CLEAR TOP, THE MOST NORTHERLY OF TWO TOPS, IN GRANT RANGE.
 JP0690'
 JP0690'STATION REACHED BY HELICOPTER.
 JP0690'
 JP0690'STATION MARK--STANDARD TABLET STAMPED---ALBERT 1963---, IN SOLID
 JP0690'ROCK.
 JP0690'
 JP0690'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---.
 JP0690'
 JP0690'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0859 ***********************************************************************
 MT0859  DESIGNATION -  ALDER
 MT0859  PID         -  MT0859
 MT0859  STATE/COUNTY-  NV/ELKO
 MT0859  USGS QUAD   -  HICKS MOUNTAIN (1986)
 MT0859
 MT0859                         *CURRENT SURVEY CONTROL
 MT0859  ___________________________________________________________________
 MT0859* NAD 83(1994)-  41 58 19.81741(N)    115 50 05.20910(W)     ADJUSTED  
 MT0859* NAVD 88     -      2345.6    (meters)    7696.     (feet)  VERTCON   
 MT0859  ___________________________________________________________________
 MT0859  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 MT0859  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 MT0859
 MT0859  HORZ ORDER  -  FIRST
 MT0859
 MT0859.The horizontal coordinates were established by classical geodetic methods
 MT0859.and adjusted by the National Geodetic Survey in June 1998..
 MT0859
 MT0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0859
 MT0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0859
 MT0859.The geoid height was determined by GEOID03.
 MT0859
 MT0859;                    North         East     Units Scale Factor Converg.
 MT0859;SPC NV E     - 8,801,637.968   179,160.429   MT  0.99990534   -0 10 05.4
 MT0859;SPC NV E     -28,876,707.23    587,795.51   sFT  0.99990534   -0 10 05.4
 MT0859;SPC ID W     -    33,933.569   792,973.296   MT  0.99993394   -0 03 24.1
 MT0859;UTM  11      - 4,647,343.044   596,543.473   MT  0.99971469   +0 46 45.6
 MT0859
 MT0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0859!SPC NV E     -   0.99963479  x   0.99990534  =   0.99954017
 MT0859!SPC ID W     -   0.99963479  x   0.99993394  =   0.99956876
 MT0859!UTM  11      -   0.99963479  x   0.99971469  =   0.99934959
 MT0859
 MT0859|---------------------------------------------------------------------|
 MT0859| PID    Reference Object                     Distance      Geod. Az  |
 MT0859|                                                           dddmmss.s |
 MT0859| DD5272 ALDER RM 1                           15.234 METERS 00925     |
 MT0859| DD5273 ALDER RM 2                            4.434 METERS 08322     |
 MT0859| DD5271 ALDER AZ MK                                        2615454.3 |
 MT0859|---------------------------------------------------------------------|
 MT0859
 MT0859                          SUPERSEDED SURVEY CONTROL
 MT0859
 MT0859  NAD 83(1986)-  41 58 19.81689(N)    115 50 05.21036(W) AD(       ) 1
 MT0859  NAD 27      -  41 58 20.16700(N)    115 50 01.88900(W) AD(       ) 1
 MT0859  NGVD 29 (07/19/86) 2344.3    (m)         7691.     (f) VERT ANG       
 MT0859
 MT0859.Superseded values are not recommended for survey control.
 MT0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0859.See file dsdata.txt to determine how the superseded data were derived.
 MT0859
 MT0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG9654347343(NAD 83)
 MT0859_MARKER: DS = TRIANGULATION STATION DISK
 MT0859_SETTING: 80 = SET IN A BOULDER
 MT0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0859+STABILITY: SURFACE MOTION
 MT0859
 MT0859  HISTORY     - Date     Condition        Report By
 MT0859  HISTORY     - 1936     MONUMENTED       USGS
 MT0859  HISTORY     - 1956     GOOD             USGS
 MT0859
 MT0859                          STATION DESCRIPTION
 MT0859
 MT0859'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 MT0859'LOCATED ABOUT 19.5 MI NE. OF MOUNTAIN CITY, ABOUT 2 MI S. OF
 MT0859'ID-NV STATE LINE.  ON PROMINENT BARE PEAK BETWEEN HEAD OF
 MT0859'COTTONWOOD CREEK ON W. AND ALDER CREEK ON E.  SUMMIT IS ABOUT 100
 MT0859'FT LONG N.-S.  STATION IS ON HIGHEST POINT NEAR CENTER.
 MT0859'
 MT0859'TO REACH FROM MOUNTAIN CITY, GO 1.3 MI S. ON MAIN RD. TO FORK OF
 MT0859'RD. TO ELKO VIA NORTH FORK UP CALIFORNIA CREEK.  FOLLOW THIS RD.
 MT0859'3.25 MI TO FORK OF RD. N. JUST W. OF RANCH HOUSE AND BUILDINGS.
 MT0859'TAKE RD. N. OVER YANKEE BILL SUMMIT AND DOWN MERRITT CREEK TO
 MT0859'SAGEHEN CREEK FOLLOWING MAIN-TRAVELED RD. TO SUMMIT BETWEEN
 MT0859'SALMON CREEK AND COTTONWOOD CREEK.  LEAVE RD. FOLLOWING ALONG
 MT0859'RIDGE EASTWARD TO STATION ABOUT 1.5 MI FROM RD. AT SUMMIT.
 MT0859'
 MT0859'STATION MARK--STANDARD TABLET STAMPED---ALDER 1936---, CEMENTED IN
 MT0859'TOP OF OBLONG ROCK IN GROUND UNDER CAIRN.
 MT0859'
 MT0859'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK IN
 MT0859'GROUND NEAR NORTH END OF SUMMIT.
 MT0859'
 MT0859'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN NATURALLY
 MT0859'EMBEDDED ROCK ON EASTERLY SLOPE (14.60 FT IN SLOPE DISTANCE FROM
 MT0859'STATION MARK)
 MT0859'
 MT0859'1956 NOTE--RECOVERED BY NGS IN 1956.
 MT0859
 MT0859                          STATION RECOVERY (1956)
 MT0859
 MT0859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956 (LSB)
 MT0859'THE STATION IS A U.S. GEOLOGICAL SURVEY TRIANGULATION STATION.
 MT0859'IT IS ABOUT 8 MILES NORTHEAST OF MOUNTAIN CITY AND ABOUT
 MT0859'2 MILES SOUTH OF THE IDAHO-NEVADA STATE LINE ON THE SUMMIT
 MT0859'OF A PROMINENT BARE PEAK.
 MT0859'
 MT0859'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN CITY,
 MT0859'GO SOUTH ON STATE HIGHWAY 11 FOR 1.1 MILES TO A ROAD LEFT.
 MT0859'TURN LEFT, EAST, UP CALIFORNIA CREEK FOR 3.4 MILES TO A ROAD
 MT0859'LEFT JUST BEFORE REACHING SOME RANCH BUILDINGS.  TURN LEFT,
 MT0859'NORTHERLY, FOR 4.9 MILES TO YANKEE BILL SUMMIT AND A SIGN
 MT0859'YANKEE BILL SUMMIT ELEV. 7034.  CONTINUE DOWN GRADE ON THE
 MT0859'MAIN TRAVELED ROAD FOR 3.2 MILES TO MERRITT CREEK AND A
 MT0859'SIGN MERRITT CREEK.  TAKE THE RIGHT FORK EASTERLY, JUST AFTER
 MT0859'CROSSING THE CREEK, FOR 1.6 MILES TO RANCH BUILDINGS ON THE
 MT0859'LEFT.  CONTINUE PAST THE BUILDINGS FOR 1.9 MILES TO A FORK.
 MT0859'TAKE THE LEFT FORK, MAIN TRAVELED ROAD, FOR 1.4 MILES TO
 MT0859'THE SUMMIT OF THE HILL AND A DIM REVERSE Y-FORK TO THE
 MT0859'RIGHT.  TURN RIGHT, EASTERLY, UP THE RIDGE FOR 0.4 MILE
 MT0859'TO THE AZIMUTH MARK ON THE RIGHT, SOUTH SIDE OF THE ROAD.
 MT0859'CONTINUE UP THE RIDGE FOR 0.9 MILE TO A CAIRN AT A POINT
 MT0859'WHERE THE EAST-WEST RIDGE INTERSECTS THE NORTH-SOUTH RIDGE.
 MT0859'TURN LEFT, NORTHERLY UP THE RIDGE FOR 0.25 MILE TO THE
 MT0859'HIGHEST POINT AND THE STATION.  THE STATION CAN BE DRIVEN IN DRY
 MT0859'WEATHER.
 MT0859'
 MT0859'THE STATION MARK STAMPED ALDER 1936, IS A STANDARD U.S.
 MT0859'GEOLOGICAL SURVEY BENCH MARK DISK SET IN A FLAT ROCK (8 BY 12
 MT0859'INCHES) AND PROJECTS ABOUT 1 INCH.  THE MARK IS 8 FEET
 MT0859'SOUTHWEST OF A WITNESS POST SET IN A PILE OF ROCK.
 MT0859'
 MT0859'REFERENCE MARK 1 STAMPED NO 1, IS A STANDARD U.S. GEOLOGICAL
 MT0859'SURVEY REFERENCE MARK DISK SET IN A DRILL HOLE IN A FLAT
 MT0859'ROCK ABOUT 10 INCHES SQUARE AND PROJECTING ABOUT 2 INCHES.
 MT0859'THE MARK IS ABOUT 1 FOOT LOWER THAN THE STATION AND NEAR THE
 MT0859'NORTH EDGE OF THE HILL.
 MT0859'
 MT0859'REFERENCE MARK 2 STAMPED NO 2, IS A STANDARD U.S. GEOLOGICAL
 MT0859'SURVEY REFERENCE MARK DISK SET IN A DRILL HOLE IN A SMALL
 MT0859'FLAT OBLONG ROCK ABOUT 1 FOOT LONG.  IT PROJECTS ABOUT 1 INCH.
 MT0859'THE MARK IS 1 FOOT LOWER THAN THE STATION AND ON THE EAST SLOPE
 MT0859'OF THE HILL.
 MT0859'
 MT0859'THE AZIMUTH MARK STAMPED ALDER USGS 1956, IS A STANDARD DISK
 MT0859'BRAZED TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE SURROUNDED
 MT0859'WITH A SMALL PILE OF ROCK AND PROJECTING ABOUT 6 INCHES ABOVE
 MT0859'THE GROUND.  THE MARK IS 4 FEET SOUTH OF THE CENTER OF THE
 MT0859'EAST-WEST TRACK ROAD LEADING TO THE STATION AND 1-1/2 FEET
 MT0859'SOUTH OF A METAL FENCE POST (RED) WITH LETTERS USF PAINTED
 MT0859'ON IT.  THIS IS A LONE POST AND IS EVIDENTLY A MARKER OF THE
 MT0859'FOREST SERVICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0297 ***********************************************************************
 MV0297  DESIGNATION -  ALEXANDER
 MV0297  PID         -  MV0297
 MV0297  STATE/COUNTY-  NV/HUMBOLDT
 MV0297  USGS QUAD   -  DRY HILLS (1990)
 MV0297
 MV0297                         *CURRENT SURVEY CONTROL
 MV0297  ___________________________________________________________________
 MV0297* NAD 83(1994)-  41 14 57.62364(N)    118 19 19.23991(W)     ADJUSTED  
 MV0297* NAVD 88     -      1367.4    (meters)    4486.     (feet)  VERTCON   
 MV0297  ___________________________________________________________________
 MV0297  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 MV0297  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 MV0297
 MV0297  HORZ ORDER  -  FIRST
 MV0297
 MV0297.The horizontal coordinates were established by classical geodetic methods
 MV0297.and adjusted by the National Geodetic Survey in June 1998..
 MV0297
 MV0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0297
 MV0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0297
 MV0297.The geoid height was determined by GEOID03.
 MV0297
 MV0297;                    North         East     Units Scale Factor Converg.
 MV0297;SPC NV W     - 4,721,366.523   821,901.151   MT  0.99990590   +0 10 20.3
 MV0297;SPC NV W     -15,490,016.67  2,696,520.69   sFT  0.99990590   +0 10 20.3
 MV0297;UTM  11      - 4,567,279.377   389,235.590   MT  0.99975099   -0 52 18.3
 MV0297
 MV0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0297!SPC NV W     -   0.99978877  x   0.99990590  =   0.99969469
 MV0297!UTM  11      -   0.99978877  x   0.99975099  =   0.99953982
 MV0297
 MV0297:                Primary Azimuth Mark                     Grid Az
 MV0297:SPC NV W     -  ALEXANDER AZ MK                          083 35 03.8
 MV0297:UTM  11      -  ALEXANDER AZ MK                          084 37 42.4
 MV0297
 MV0297|---------------------------------------------------------------------|
 MV0297| PID    Reference Object                     Distance      Geod. Az  |
 MV0297|                                                           dddmmss.s |
 MV0297| CD5774 ALEXANDER AZ MK                                    0834524.1 |
 MV0297| CD5775 ALEXANDER RM 1                       11.917 METERS 21439     |
 MV0297| CD5776 ALEXANDER RM 2                       10.460 METERS 33136     |
 MV0297|---------------------------------------------------------------------|
 MV0297
 MV0297                          SUPERSEDED SURVEY CONTROL
 MV0297
 MV0297  NAD 83(1986)-  41 14 57.62929(N)    118 19 19.23108(W) AD(       ) 1
 MV0297  NAD 27      -  41 14 57.98700(N)    118 19 15.67800(W) AD(       ) 1
 MV0297  NGVD 29 (03/31/99) 1366.4    (m)         4483.     (f) VERT ANG       
 MV0297
 MV0297.Superseded values are not recommended for survey control.
 MV0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0297.See file dsdata.txt to determine how the superseded data were derived.
 MV0297
 MV0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF8923667279(NAD 83)
 MV0297_MARKER: DS = TRIANGULATION STATION DISK
 MV0297_SETTING: 66 = SET IN ROCK OUTCROP
 MV0297_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MV0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0297+STABILITY: POSITION/ELEVATION WELL
 MV0297
 MV0297  HISTORY     - Date     Condition        Report By
 MV0297  HISTORY     - 1940     MONUMENTED       CGS
 MV0297  HISTORY     - 1965     GOOD             USGS
 MV0297
 MV0297                          STATION DESCRIPTION
 MV0297
 MV0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MV0297'STATION IS LOCATED ABOUT 23 MILES N OF JUNGO, 37 MILES NW OF
 MV0297'WINNEMUCCA, 0.6 MILE W OF THE ALEXANDER RANCH WHICH IS ALSO
 MV0297'KNOWN AS THE MORMON DAM RANCH, ON THE NW END OF A LOW, ROCKY
 MV0297'RIDGE LYING IN THE VALLEY TO THE E OF THE JACKSON MOUNTAINS.
 MV0297'IT IS NEAR THE LINE BETWEEN T 39 N, R 32 AND 33 E.
 MV0297'
 MV0297'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 MV0297'DRILL HOLES IN BOULDERS.
 MV0297'
 MV0297'AZIMUTH MARK IS A STANDARD BRONZE DISK WELDED ONTO 2-INCH SEWER
 MV0297'PIPE, 58 FEET W OF THE ROAD, 0.5 MILE N OF THE GATE AT THE
 MV0297'ALEXANDER RANCH.
 MV0297'
 MV0297'REACHED FROM THE POST OFFICE IN JUNGO BY GOING N ON THE GRADED,
 MV0297'GRAVEL ROAD 1.5 MILES, THENCE RIGHT FORK, NE, TOWARD THE S END
 MV0297'OF THE JUNGO HILLS.  7.3 MILES TO GRANITE POINT, CONTINUE
 MV0297'ON THE MAIN-TRAVELED TRACKS AROUND THE POINT.  THENCE N ALONG
 MV0297'THE E SIDE OF THE JUNGO HILLS FOR 3.8 MILES, THENCE RIGHT FORK
 MV0297'AND CONTINUE N ON THE MAIN TRACKS 12.6 MILES TO THE ALEXANDER
 MV0297'RANCH.  FROM A POINT 100 YARDS S OF THE GATE INTO RANCH, TURN
 MV0297'W ON TRACK ROAD FOLLOWING PIPE LINE AND GO 0.6 MILE TO A POINT
 MV0297'JUST S OF THE W END OF THE RIDGE.  TRUCK CAN BE DRIVEN TO TOP
 MV0297'OF HILL BY GOING EASTERLY AND ANGLING UP THE S SLOPE OF THE
 MV0297'RIDGE.
 MV0297
 MV0297                          STATION RECOVERY (1965)
 MV0297
 MV0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MV0297'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41118-2 STATION 1002
 MV0297'STATION MARK--STANDARD DISC WEDGED IN DRILL HOLE IN BOULDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0833 ***********************************************************************
 LR0833  DESIGNATION -  ALKALI
 LR0833  PID         -  LR0833
 LR0833  STATE/COUNTY-  NV/LANDER
 LR0833  USGS QUAD   -  MC COY NW (1990)
 LR0833
 LR0833                         *CURRENT SURVEY CONTROL
 LR0833  ___________________________________________________________________
 LR0833* NAD 83(1994)-  40 24 48.92091(N)    117 12 21.04891(W)     ADJUSTED  
 LR0833* NAVD 88     -      1817.2    (meters)    5962.     (feet)  VERTCON   
 LR0833  ___________________________________________________________________
 LR0833  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 LR0833  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 LR0833
 LR0833  HORZ ORDER  -  FIRST
 LR0833
 LR0833.The horizontal coordinates were established by classical geodetic methods
 LR0833.and adjusted by the National Geodetic Survey in June 1998..
 LR0833
 LR0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0833
 LR0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0833
 LR0833.The geoid height was determined by GEOID03.
 LR0833
 LR0833;                    North         East     Units Scale Factor Converg.
 LR0833;SPC NV C     - 6,628,671.791   454,240.772   MT  0.99992577   -0 20 58.4
 LR0833;SPC NV C     -21,747,567.37  1,490,288.27   sFT  0.99992577   -0 20 58.4
 LR0833;SPC NV W     - 4,629,443.364   916,906.259   MT  1.00006818   +0 53 35.3
 LR0833;SPC NV W     -15,188,432.10  3,008,216.62   sFT  1.00006818   +0 53 35.3
 LR0833;UTM  11      - 4,473,683.551   482,535.431   MT  0.99960375   -0 08 00.4
 LR0833
 LR0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0833!SPC NV C     -   0.99971832  x   0.99992577  =   0.99964411
 LR0833!SPC NV W     -   0.99971832  x   1.00006818  =   0.99978648
 LR0833!UTM  11      -   0.99971832  x   0.99960375  =   0.99932218
 LR0833
 LR0833|---------------------------------------------------------------------|
 LR0833| PID    Reference Object                     Distance      Geod. Az  |
 LR0833|                                                           dddmmss.s |
 LR0833| DB6155 ALKALI RM SW                         13.550 METERS 23613     |
 LR0833| DB6154 ALKALI AZ MK                                       2471359.9 |
 LR0833| LR0832 ALKALI BM                            10.457 METERS 33343     |
 LR0833| LR0834 ALKALI ASTRO                          9.180 METERS 33812     |
 LR0833| LR0831 FISH CREEK BELL TEL MICROWAVE       167.135 METERS 34526     |
 LR0833|---------------------------------------------------------------------|
 LR0833
 LR0833                          SUPERSEDED SURVEY CONTROL
 LR0833
 LR0833  NAD 83(1986)-  40 24 48.92411(N)    117 12 21.04254(W) AD(       ) 1
 LR0833  NAD 27      -  40 24 49.23670(N)    117 12 17.66200(W) AD(       ) 1
 LR0833  NGVD 29 (07/19/86) 1816.1    (m)         5958.     (f) VERT ANG       
 LR0833
 LR0833.Superseded values are not recommended for survey control.
 LR0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0833.See file dsdata.txt to determine how the superseded data were derived.
 LR0833
 LR0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME8253573684(NAD 83)
 LR0833_MARKER: DB = BENCH MARK DISK
 LR0833_SETTING: 66 = SET IN ROCK OUTCROP
 LR0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0833
 LR0833  HISTORY     - Date     Condition        Report By
 LR0833  HISTORY     - 1958     MONUMENTED       USGS
 LR0833  HISTORY     - 1964     GOOD             USGS
 LR0833
 LR0833                          STATION DESCRIPTION
 LR0833
 LR0833'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (WRH)
 LR0833'STATION IS LOCATED, AIRLINE, ABOUT 21 MILES SOUTHWEST OF BATTLE
 LR0833'MOUNTAIN, 8-1/2 MILES WEST OF STATE HIGHWAY 8A AND ON THE
 LR0833'SUMMIT OF A PROMINENT, ROUND TOPPED HILL THAT LIES AT THE NORTH
 LR0833'END OF THE FISH CREEK MOUNTAIN RANGE, ON THE EAST SIDE OF BUFFALO
 LR0833'VALLEY.  IT IS ON THE SAME HILL AS THE MICRO-WAVE STATION
 LR0833'WHICH IS VISIBLE FROM MOST ALL DIRECTIONS AS YOU APPROACH
 LR0833'THE STATION.
 LR0833'
 LR0833'STATION IS REACHED AS FOLLOWS--FROM THE MAIN INTERSECTION IN
 LR0833'THE CENTER OF BATTLE MOUNTAIN, GO SOUTHWEST ON STATE HIGHWAY
 LR0833'8A FOR 12.0 MILES TO A FORK.  TAKE THE RIGHT FORK AS PER
 LR0833'SIGN BUFFALO VALLEY ROAD AND GO 2.4 MILES, KEEP THE LEFT FORK
 LR0833'AND GO 5.8 MILES TO A SIDE ROAD ON THE LEFT AND ABOUT 0.15
 LR0833'MILE BEFORE REACHING AN OLD WINDMILL AND BUILDINGS.  TURN
 LR0833'LEFT ON THE SIDE ROAD AND GO 3.6 MILES TO A LARGE ROCK OUTCROP
 LR0833'ON THE RIGHT ABOUT 100 YARDS UP THE HILL AND THE AZIMUTH
 LR0833'MARK.  CONTINUE ON THE ROAD UP THE HILL FOR 0.9 MILE TO THE
 LR0833'MICRO-WAVE STATION, TURN RIGHT AND GO 0.1 MILE TO THE
 LR0833'HIGHEST PART OF THE HILL AND THE STATION.
 LR0833'
 LR0833'STATION MARK IS A USGS BENCH MARK DISK, STAMPED ALKALI 1940,
 LR0833'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 2 FEET
 LR0833'IN DIAMETER AND PROJECTS 2 INCHES.
 LR0833'
 LR0833'USGS REFERENCE MARK DISK, UNSTAMPED, IS CEMENTED IN A DRILL
 LR0833'HOLE IN A BOULDER 4 FEET IN DIAMETER, PROJECTING 2 INCHES AND
 LR0833'IS ABOUT 6 INCHES HIGHER THAN THE STATION MARK.
 LR0833'
 LR0833'USGS BM IS A ROUND HEADED BOLT WITH A WASHER THAT IS STAMPED
 LR0833'USGS BM.  IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 LR0833'FLUSH WITH THE GROUND AND IS ABOUT 6 INCHES LOWER THAN THE
 LR0833'STATION MARK.
 LR0833'
 LR0833'AZIMUTH MARK, STAMPED ALKALI USGS 1958, IS A STANDARD DISK
 LR0833'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 LR0833'3 ON THE UPHILL SIDE AND IS 1 FOOT NORTHWEST OF A SMALL CAIRN.
 LR0833'
 LR0833'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 LR0833
 LR0833                          STATION RECOVERY (1964)
 LR0833
 LR0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LR0833'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40117-2, STATION 1001.
 LR0833'
 LR0833'LOCATED ABOUT 21 MI. (AIRLINE) SW. OF BATTLE MOUNTAIN, 8.5 MI. W.
 LR0833'OF STATE HIGHWAY 8A AND ON THE SUMMIT OF A PROMINENT ROUND TOPPED
 LR0833'HILL THAT LIES AT THE N. END OF THE FISH CREEK MOUNTAIN RANGE, ON THE
 LR0833'E. SIDE OF BUFFALO VALLEY.  IT IS ON THE SAME HILL AS THE MICROWAVE
 LR0833'STATION WHICH IS VISIBLE FROM MOST ALL DIRECTIONS AS YOU APPROACH
 LR0833'THE STATION.
 LR0833'
 LR0833'TO REACH FROM BATTLE MOUNTAIN, GO SW. ON STATE HIGHWAY 8A FOR 12 MI.
 LR0833'TO A RD. FORK, TAKE RIGHT FORK AS PER SIGN --BUFFALO VALLEY ROAD--
 LR0833'AND GO 2.4 MI., KEEP LEFT FORK AND GO 5.8 MI. TO A SIDE RD. ON LEFT
 LR0833'AND ABOUT 0.15 MI. BEFORE REACHING AN OLD WINDMILL AND BUILDINGS,
 LR0833'TURN LEFT ON THE SIDE RD. AND GO 3.6 MI. TO A LARGE ROCK OUTCROP
 LR0833'ON THE RIGHT ABOUT 100 YDS. UP THE HILL AND THE AZIMUTH MARK,
 LR0833'CONTINUE ON THE RD. UP THE HILL FOR 0.9 MI. TO THE MICROWAVE STATION,
 LR0833'TURN RIGHT AND GO 0.1 MI. TO THE HIGHEST PART OF THE HILL AND STATION.
 LR0833'
 LR0833'STATION MARK--STANDARD TABLET STAMPED----ALKALI 1940----CEMENTED IN
 LR0833'A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 2 FT. IN DIAMETER AND
 LR0833'PROJECTING 2 IN.
 LR0833'
 LR0833'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK DISK, UNSTAMPED,
 LR0833'CEMENTED IN A DRILL HOLE IN A BOULDER 4 FT. IN DIAMETER PROJECTING
 LR0833'2 IN. AND ABOUT 6 IN. HIGHER, 44.89 FT. FROM STATION MARK
 LR0833'56 DEGREES 17 MINUTES.
 LR0833'
 LR0833'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN A DRILL HOLE
 LR0833'IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND IS ABOUT 6 IN. LOWER,
 LR0833'34.31 FT. FROM STATION MARK 153 DEGREES 43 MINUTES.
 LR0833'
 LR0833'NOTE--IN 1958 THE USC AND GS SET AN AZIMUTH MARK STAMPED----ALKALI
 LR0833'USGS 1958----.  A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 LR0833'OUTCROPPING BEDROCK THAT PROJECTS 3 FT. ON THE UPHILL SIDE AND IS
 LR0833'1 FT. NW. OF A SMALL CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0561 ***********************************************************************
 LS0561  DESIGNATION -  ALKALI
 LS0561  PID         -  LS0561
 LS0561  STATE/COUNTY-  NV/HUMBOLDT
 LS0561  USGS QUAD   -  JUNGO NE (1971)
 LS0561
 LS0561                         *CURRENT SURVEY CONTROL
 LS0561  ___________________________________________________________________
 LS0561* NAD 83(1994)-  40 55 19.69905(N)    118 20 36.83798(W)     ADJUSTED  
 LS0561* NAVD 88     -      1270.29   (+/-2cm)    4167.6    (feet)  VERTCON   
 LS0561  ___________________________________________________________________
 LS0561  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 LS0561  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 LS0561
 LS0561  HORZ ORDER  -  SECOND
 LS0561  VERT ORDER  -  THIRD ? (See Below)
 LS0561
 LS0561.The horizontal coordinates were established by classical geodetic methods
 LS0561.and adjusted by the National Geodetic Survey in June 1998..
 LS0561
 LS0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0561.The vertical order pertains to the NGVD 29 superseded value.
 LS0561
 LS0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0561
 LS0561.The geoid height was determined by GEOID03.
 LS0561
 LS0561;                    North         East     Units Scale Factor Converg.
 LS0561;SPC NV W     - 4,685,027.381   820,194.569   MT  0.99990502   +0 09 25.4
 LS0561;SPC NV W     -15,370,794.00  2,690,921.68   sFT  0.99990502   +0 09 25.4
 LS0561;UTM  11      - 4,530,982.712   386,869.673   MT  0.99975752   -0 52 48.6
 LS0561
 LS0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0561!SPC NV W     -   0.99980411  x   0.99990502  =   0.99970915
 LS0561!UTM  11      -   0.99980411  x   0.99975752  =   0.99956168
 LS0561
 LS0561:                Primary Azimuth Mark                     Grid Az
 LS0561:SPC NV W     -  ALKALI AZ MK                             088 32 27.6
 LS0561:UTM  11      -  ALKALI AZ MK                             089 34 41.6
 LS0561
 LS0561|---------------------------------------------------------------------|
 LS0561| PID    Reference Object                     Distance      Geod. Az  |
 LS0561|                                                           dddmmss.s |
 LS0561| DB6151 ALKALI AZ MK                                       0884153.0 |
 LS0561| DB6152 ALKALI RM 1                          22.128 METERS 16847     |
 LS0561| LS0564 JUNGO RAILROAD WATER TANK           APPROX. 3.2 KM 2575436.2 |
 LS0561| DB6153 ALKALI RM 2                          16.968 METERS 26314     |
 LS0561|---------------------------------------------------------------------|
 LS0561
 LS0561                          SUPERSEDED SURVEY CONTROL
 LS0561
 LS0561  NAD 83(1986)-  40 55 19.70695(N)    118 20 36.83226(W) AD(       ) 2
 LS0561  NAD 27      -  40 55 20.05860(N)    118 20 33.28460(W) AD(       ) 2
 LS0561  NGVD 29 (07/19/86) 1269.27   (m)         4164.3    (f) LEVELING    3  
 LS0561
 LS0561.Superseded values are not recommended for survey control.
 LS0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0561.See file dsdata.txt to determine how the superseded data were derived.
 LS0561
 LS0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF8687030983(NAD 83)
 LS0561_MARKER: DS = TRIANGULATION STATION DISK
 LS0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0561
 LS0561  HISTORY     - Date     Condition        Report By
 LS0561  HISTORY     - 1958     MONUMENTED       CGS
 LS0561
 LS0561                          STATION DESCRIPTION
 LS0561
 LS0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0561'STATION IS LOCATED, AIRLINE, ABOUT 2 MILES EAST ALONG STATE
 LS0561'HIGHWAY 49 FROM JUNGO AND 4.8 MILES WEST FROM THE ABANDONED
 LS0561'RAILROAD VILLAGE OF VENADO.
 LS0561'
 LS0561'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD DEPOT AT JUNGO,
 LS0561'GO EAST ON STATE HIGHWAY 49 FOR 2.0 MILES TO THE STATION ON
 LS0561'THE LEFT.
 LS0561'
 LS0561'STATION MARK, STAMPED ALKALI 1958, IS A STANDARD DISK SET IN
 LS0561'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 LS0561'INCHES.  IT IS 120 FEET NORTH OF THE CENTERLINE OF THE ROAD
 LS0561'AND 13.4 FEET NORTHWEST OF A WITNESS POST.
 LS0561'
 LS0561'REFERENCE MARK NUMBER 1, STAMPED ALKALI NO 1 1958, IS A STANDARD
 LS0561'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 LS0561'PROJECTS 6 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 LS0561'IT IS 193 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 LS0561'
 LS0561'REFERENCE MARK NUMBER 2, STAMPED ALKALI NO 2 1958, IS A STANDARD
 LS0561'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 LS0561'PROJECTS 6 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 LS0561'IT IS 120 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 LS0561'
 LS0561'AZIMUTH MARK, STAMPED ALKALI 1958, IS A STANDARD DISK SET IN
 LS0561'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 LS0561'TO REACH FROM THE STATION, GO EAST FOR 0.35 MILE TO A RAILROAD
 LS0561'SIGNAL ON THE RIGHT.  THE AZIMUTH MARK IS 130 FEET WEST
 LS0561'NORTHWEST OF SIGNAL 4993, 36 FEET NORTH OF THE CENTERLINE OF
 LS0561'THE RAILROAD TRACKS AND 5 FEET SOUTHWEST OF A SQUARE TELEPHONE
 LS0561'POLE.
 LS0561'
 LS0561'HEIGHT OF LIGHT ABOVE STATION MARK 4.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0667 ***********************************************************************
 LQ0667  DESIGNATION -  ALKALI
 LQ0667  PID         -  LQ0667
 LQ0667  STATE/COUNTY-  NV/ELKO
 LQ0667  USGS QUAD   -  FLOWERY LAKE (1986)
 LQ0667
 LQ0667                         *CURRENT SURVEY CONTROL
 LQ0667  ___________________________________________________________________
 LQ0667* NAD 83(1994)-  40 41 11.24018(N)    114 31 47.95097(W)     ADJUSTED  
 LQ0667* NAVD 88     -      1715.1    (meters)    5627.     (feet)  VERTCON   
 LQ0667  ___________________________________________________________________
 LQ0667  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 LQ0667  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 LQ0667
 LQ0667  HORZ ORDER  -  SECOND
 LQ0667
 LQ0667.The horizontal coordinates were established by classical geodetic methods
 LQ0667.and adjusted by the National Geodetic Survey in June 1998..
 LQ0667
 LQ0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0667
 LQ0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0667
 LQ0667.The geoid height was determined by GEOID03.
 LQ0667
 LQ0667;                    North         East     Units Scale Factor Converg.
 LQ0667;SPC NV E     - 8,659,363.266   289,034.041   MT  0.99999754   +0 41 12.3
 LQ0667;SPC NV E     -28,409,927.65    948,272.52   sFT  0.99999754   +0 41 12.3
 LQ0667;UTM  11      - 4,506,885.585   708,723.039   MT  1.00013626   +1 36 39.0
 LQ0667
 LQ0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0667!SPC NV E     -   0.99973385  x   0.99999754  =   0.99973139
 LQ0667!UTM  11      -   0.99973385  x   1.00013626  =   0.99987007
 LQ0667
 LQ0667|---------------------------------------------------------------------|
 LQ0667| PID    Reference Object                     Distance      Geod. Az  |
 LQ0667|                                                           dddmmss.s |
 LQ0667| DD5275 ALKALI RM 1                           6.448 METERS 05507     |
 LQ0667| LQ0616 TOANO                               APPROX.20.6 KM 0980912.6 |
 LQ0667| DD5276 ALKALI RM 2                           8.728 METERS 26356     |
 LQ0667|---------------------------------------------------------------------|
 LQ0667
 LQ0667                          SUPERSEDED SURVEY CONTROL
 LQ0667
 LQ0667  NAD 83(1994)-  40 41 11.24009(N)    114 31 47.95087(W) AD(       ) 2
 LQ0667  NAD 83(1986)-  40 41 11.23507(N)    114 31 47.94700(W) AD(       ) 2
 LQ0667  NAD 27      -  40 41 11.47032(N)    114 31 44.82230(W) AD(       ) 2
 LQ0667  NGVD 29 (07/19/86) 1714.0    (m)         5623.     (f) VERT ANG       
 LQ0667
 LQ0667.Superseded values are not recommended for survey control.
 LQ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0667.See file dsdata.txt to determine how the superseded data were derived.
 LQ0667
 LQ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF0872306886(NAD 83)
 LQ0667_MARKER: P = PIPE CAP
 LQ0667_SETTING: 0 = UNSPECIFIED SETTING
 LQ0667
 LQ0667  HISTORY     - Date     Condition        Report By
 LQ0667  HISTORY     - 1944     MONUMENTED       USGLO
 LQ0667
 LQ0667                          STATION DESCRIPTION
 LQ0667
 LQ0667'DESCRIBED BY US GENERAL LAND OFFICE 1944 (EHB)
 LQ0667'STATION IS LOCATED ABOUT 24 MILES (AIR LINE) S OF OASIS, ABOUT
 LQ0667'12 MILES (AIR LINE) SSW OF SHAFTER, ON N SLOPE OF A LOW RIDGE
 LQ0667'WHICH RUNS E FROM THE PEQUOP MOUNTAINS INTO THE N END OF
 LQ0667'STEPTOE VALLEY.
 LQ0667'
 LQ0667'STATION MARK IS A STANDARD GENERAL LAND OFFICE BRASS CAP
 LQ0667'RIVETED TO A 1-3/4-INCH IRON PIPE PROJECTING 6 INCHES ABOVE
 LQ0667'THE GROUND.  IT IS STAMPED T 33 N R 66 E S 32 S 33 S 5 S 4 T 32 N
 LQ0667'1939.
 LQ0667'
 LQ0667'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 LQ0667'CYLINDER PROJECTING 1 INCH ABOVE THE GROUND.  IT IS STAMPED
 LQ0667'ALKALI NO 1 1944.
 LQ0667'
 LQ0667'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 LQ0667'CYLINDER PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS STAMPED
 LQ0667'ALKALI NO 2 1944.
 LQ0667'
 LQ0667'TO REACH STATION FROM WENDOVER, UTAH, GO W ON U.S. HIGHWAY 40
 LQ0667'FOR 30.5 MILES TO A GRADED ROAD ON LEFT AND SIGN SHAFTER 10.
 LQ0667'TURN LEFT AND GO S ON GRADED ROAD FOR 11.8 MILES TO THE WESTERN
 LQ0667'PACIFIC RAILROAD CROSSING AT SHAFTER.  CROSS TRACK AND GO E
 LQ0667'ABOUT 200 FEET TO THE SECOND TRACK ROAD RIGHT JUST BEFORE
 LQ0667'CROSSING SECOND RAILROAD TRACK.  TURN RIGHT AND GO S ON TRACK
 LQ0667'ROAD FOR 1.3 MILES TO ROAD FORK.  TAKE RIGHT FORK AND CONTINUE
 LQ0667'S FOR 3.3 MILES TO ROAD FORK.  TAKE LEFT FORK AND CONTINUE
 LQ0667'ON MAIN ROAD FOR 1.2 MILES TO CROSSROADS.  TURN LEFT AND GO E
 LQ0667'FOR 4.0 MILES TO ROAD FORK.  TAKE LEFT FORK, PASS TO RIGHT OF
 LQ0667'DESERTED RANCH HOUSE, AND CONTINUE E FOR 2.6 MILES TO ROAD FORK.
 LQ0667'TAKE LEFT FORK AND GO 0.7 MILE.  HERE TURN SHARP RIGHT AND FOLLOW
 LQ0667'DIM TRACKS ACROSS COUNTRY FOR 0.1 MILE TO STATION.
 LQ0667'
 LQ0667'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0704 ***********************************************************************
 LQ0704  DESIGNATION -  ALKALI
 LQ0704  PID         -  LQ0704
 LQ0704  STATE/COUNTY-  NV/ELKO
 LQ0704  USGS QUAD   -  FRANKLIN LAKE SE (1980)
 LQ0704
 LQ0704                         *CURRENT SURVEY CONTROL
 LQ0704  ___________________________________________________________________
 LQ0704* NAD 83(1994)-  40 18 38.38567(N)    115 21 08.34269(W)     ADJUSTED  
 LQ0704* NAVD 88     -      1830.44   (+/-2cm)    6005.4    (feet)  VERTCON   
 LQ0704  ___________________________________________________________________
 LQ0704  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 LQ0704  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 LQ0704
 LQ0704  HORZ ORDER  -  SECOND
 LQ0704  VERT ORDER  -  THIRD ? (See Below)
 LQ0704
 LQ0704.The horizontal coordinates were established by classical geodetic methods
 LQ0704.and adjusted by the National Geodetic Survey in June 1998..
 LQ0704
 LQ0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0704.The vertical order pertains to the NGVD 29 superseded value.
 LQ0704
 LQ0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0704
 LQ0704.The geoid height was determined by GEOID03.
 LQ0704
 LQ0704;                    North         East     Units Scale Factor Converg.
 LQ0704;SPC NV E     - 8,617,129.838   219,635.695   MT  0.99990474   +0 08 58.0
 LQ0704;SPC NV E     -28,271,366.81    720,588.11   sFT  0.99990474   +0 08 58.0
 LQ0704;UTM  11      - 4,463,541.238   640,009.433   MT  0.99984131   +1 03 58.0
 LQ0704
 LQ0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0704!SPC NV E     -   0.99971593  x   0.99990474  =   0.99962070
 LQ0704!UTM  11      -   0.99971593  x   0.99984131  =   0.99955728
 LQ0704
 LQ0704:                Primary Azimuth Mark                     Grid Az
 LQ0704:SPC NV E     -  A 395                                    072 25 39.7
 LQ0704:UTM  11      -  A 395                                    071 30 39.7
 LQ0704
 LQ0704|---------------------------------------------------------------------|
 LQ0704| PID    Reference Object                     Distance      Geod. Az  |
 LQ0704|                                                           dddmmss.s |
 LQ0704| LQ0316 A 395                                              0723437.7 |
 LQ0704| LQ0315 Z 394                                16.664 METERS 23536     |
 LQ0704| DD5274 ALKALI RM 1                           8.940 METERS 32454     |
 LQ0704|---------------------------------------------------------------------|
 LQ0704
 LQ0704                          SUPERSEDED SURVEY CONTROL
 LQ0704
 LQ0704  NAD 83(1994)-  40 18 38.38365(N)    115 21 08.33864(W) AD(       ) 2
 LQ0704  NAD 83(1986)-  40 18 38.38309(N)    115 21 08.33805(W) AD(       ) 2
 LQ0704  NAD 27      -  40 18 38.64044(N)    115 21 05.17787(W) AD(       ) 2
 LQ0704  NGVD 29 (07/19/86) 1829.24   (m)         6001.4    (f) LEVELING    3  
 LQ0704
 LQ0704.Superseded values are not recommended for survey control.
 LQ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0704.See file dsdata.txt to determine how the superseded data were derived.
 LQ0704
 LQ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE4000963541(NAD 83)
 LQ0704_MARKER: DS = TRIANGULATION STATION DISK
 LQ0704_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LQ0704_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0704+STABILITY: SURFACE MOTION
 LQ0704
 LQ0704  HISTORY     - Date     Condition        Report By
 LQ0704  HISTORY     - 1965     MONUMENTED       CGS
 LQ0704  HISTORY     - 1966     GOOD             USGS
 LQ0704
 LQ0704                          STATION DESCRIPTION
 LQ0704
 LQ0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0704'STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH-SOUTHEAST OF RUBY
 LQ0704'VALLEY, ABOUT 13 MILES NORTHEAST OF SHANTY TOWN, ABOUT 3-1/2 MILES
 LQ0704'EAST-SOUTHEAST OF THE SOUTH END OF FRANKLIN LAKE AND ALONG THE
 LQ0704'WEST SIDE OF GRAVELED ROAD.
 LQ0704'
 LQ0704'TO REACH FROM THE ROCK HOUSE IN RUBY VALLEY, GO SOUTH ON GRAVELED
 LQ0704'ROAD 8.15 MILES TO A SIDE ROAD LEFT, TURN LEFT CROSSING CATTLE
 LQ0704'GUARD AND GO EASTERLY ON GOOD GRAVELED ROAD 2.35 MILES TO CATTLE
 LQ0704'GUARD, CROSS CATTLE GUARD AND CONTINUE EASTERLY ON GRAVELED
 LQ0704'ROAD 1.2 MILE TO FORK, KEEP LEFT FOLLOWING MAIN TRAVELED ROAD
 LQ0704'IN A NORTHEASTERLY DIRECTION FOR 2.85 MILES TO STATION ON LEFT
 LQ0704'AS DESCRIBED.
 LQ0704'
 LQ0704'STATION MARK, A STANDARD DISK STAMPED ALKALI 1965, IS SET IN
 LQ0704'THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 12 INCHES
 LQ0704'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 36.5 FEET WEST
 LQ0704'OF CENTER OF GRAVELED ROAD AND 4.4 FEET SOUTHWEST OF THE
 LQ0704'WITNESS POST.
 LQ0704'
 LQ0704'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED ALKALI NO 1
 LQ0704'1965, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 LQ0704'ABOUT 1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 66
 LQ0704'FEET WEST OF CENTER OF GRAVELED ROAD AND 32.4 FEET WEST OF THE
 LQ0704'WITNESS POST.
 LQ0704'
 LQ0704'REFERENCE MARK 2, IS BENCH MARK Z 394 STAMPED Z 394 1963, IS SET IN
 LQ0704'THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 5 INCHES
 LQ0704'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 36 FEET WEST OF
 LQ0704'CENTER OF GRAVELED ROAD AND 1.4 FEET WEST OF THE WITNESS POST.
 LQ0704'
 LQ0704'AZIMUTH MARK, IS BENCH MARK A 395 STAMPED A 395 1963, IS SET
 LQ0704'IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 4 INCHES
 LQ0704'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 34.5 FEET WEST OF
 LQ0704'CENTER OF GRAVELED ROAD AND 2.2 FEET WEST OF THE WITNESS
 LQ0704'POST.
 LQ0704'
 LQ0704'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 LQ0704'GRAVELED ROAD FOR 1.0 MILE TO MARK ON LEFT AS DESCRIBED.
 LQ0704'
 LQ0704'THE DISTANCE BETWEEN REFERENCE MARK 1 AND 2 IS 61.75 FEET OR
 LQ0704'18.821 METERS.
 LQ0704'
 LQ0704'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LQ0704
 LQ0704                          STATION RECOVERY (1966)
 LQ0704
 LQ0704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LQ0704'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-2 STATION 1007
 LQ0704'STATION MARK--STANDARD DISC STAMPED---ALKALI 1965---SET ON TOP OF
 LQ0704'CONCRETE CYLINDER WHICH PROJECTS ABOUT 12 INCHES ABOVE THE SURFACE OF
 LQ0704'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1922 ***********************************************************************
 KR1922  DESIGNATION -  ALKALI
 KR1922  PID         -  KR1922
 KR1922  STATE/COUNTY-  NV/CHURCHILL
 KR1922  USGS QUAD   -  DIAMOND FIELD JACK W (1987)
 KR1922
 KR1922                         *CURRENT SURVEY CONTROL
 KR1922  ___________________________________________________________________
 KR1922* NAD 83(1994)-  39 12 38.67367(N)    118 32 16.04817(W)     ADJUSTED  
 KR1922* NAVD 88     -      1861.5    (meters)    6107.     (feet)  VERT ANG  
 KR1922  ___________________________________________________________________
 KR1922  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 KR1922  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 KR1922
 KR1922  HORZ ORDER  -  THIRD
 KR1922
 KR1922.The horizontal coordinates were established by classical geodetic methods
 KR1922.and adjusted by the National Geodetic Survey in June 1998..
 KR1922
 KR1922.The orthometric height was determined by vertical angle observations.
 KR1922
 KR1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1922
 KR1922.The geoid height was determined by GEOID03.
 KR1922
 KR1922;                    North         East     Units Scale Factor Converg.
 KR1922;SPC NV W     - 4,494,993.264   803,933.032   MT  0.99990019   +0 01 43.6
 KR1922;SPC NV W     -14,747,323.73  2,637,570.29   sFT  0.99990019   +0 01 43.6
 KR1922;UTM  11      - 4,341,289.849   367,232.645   MT  0.99981704   -0 58 20.3
 KR1922
 KR1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1922!SPC NV W     -   0.99971185  x   0.99990019  =   0.99961207
 KR1922!UTM  11      -   0.99971185  x   0.99981704  =   0.99952895
 KR1922
 KR1922:                Primary Azimuth Mark                     Grid Az
 KR1922:SPC NV W     -  SAND SPRINGS                             125 05 54.5
 KR1922:UTM  11      -  SAND SPRINGS                             126 05 58.4
 KR1922
 KR1922|---------------------------------------------------------------------|
 KR1922| PID    Reference Object                     Distance      Geod. Az  |
 KR1922|                                                           dddmmss.s |
 KR1922| KR1507 SAND SPRINGS                        APPROX.12.2 KM 1250738.1 |
 KR1922|---------------------------------------------------------------------|
 KR1922
 KR1922                          SUPERSEDED SURVEY CONTROL
 KR1922
 KR1922  NAD 83(1986)-  39 12 38.67849(N)    118 32 16.04289(W) AD(       ) 3
 KR1922
 KR1922.Superseded values are not recommended for survey control.
 KR1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1922.See file dsdata.txt to determine how the superseded data were derived.
 KR1922
 KR1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD6723341290(NAD 83)
 KR1922_MARKER: DS = TRIANGULATION STATION DISK
 KR1922_SETTING: 0 = UNSPECIFIED SETTING
 KR1922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1922
 KR1922  HISTORY     - Date     Condition        Report By
 KR1922  HISTORY     - 1950     MONUMENTED       USGS
 KR1922
 KR1922                          STATION DESCRIPTION
 KR1922
 KR1922'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KR1922'LOCATED ABOUT 22.5 MI. (AIRLINE) SE. OF FALLON, 11.5 MI. S. OF SALT
 KR1922'WELLS AND 3.75 MI. W. OF ROCK SPRINGS, AT S. END OF FOURMILE FLAT,
 KR1922'ON FLAT-TOPPED RIDGE.
 KR1922'
 KR1922'TO REACH FROM FALLON POST OFFICE, DRIVE E. ON U.S. HIGHWAY 50 FOR
 KR1922'28.4 MI. TO TRACK RD., TURN RIGHT OFF HIGHWAY AND FOLLOW TRACK RD.
 KR1922'3.9 MI. TO RD. FORK, TAKE RIGHT FORK FOR 1.6 MI., TURN RIGHT FOR
 KR1922'1.2 MI., LEAVE TRUCK AND PACK S. TO TOP OF RIDGE AND STATION.  ABOUT
 KR1922'3 HOUR PACK.
 KR1922'
 KR1922'STATION MARK-STANDARD TABLET--STAMPED ALKALI 1950--CEMENTED IN
 KR1922'ROCK OUTCROP.
 KR1922'
 KR1922'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET--STAMPED
 KR1922'RM NO 1--- CEMENTED IN ROCK OUTCROP, 56.39 FT. FROM STATION MARK IN
 KR1922'AZIMUTH 56 DEGREES 38 MINUTES.
 KR1922'
 KR1922'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET--STAMPED
 KR1922'RM NO 2--- CEMENTED IN ROCK OUTCROP, 72.44 FT. FROM STATION MARK IN
 KR1922'AZIMUTH 136 DEGREES 08 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8023 ***********************************************************************
 AH8023  DESIGNATION -  ALKALI
 AH8023  PID         -  AH8023
 AH8023  STATE/COUNTY-  NV/EUREKA
 AH8023  USGS QUAD   -  WALTI HOT SPRINGS (1986)
 AH8023
 AH8023                         *CURRENT SURVEY CONTROL
 AH8023  ___________________________________________________________________
 AH8023* NAD 83(1994)-  39 53 43.44170(N)    116 33 13.17496(W)     ADJUSTED  
 AH8023* NAVD 88     -      2586.3    (meters)    8485.     (feet)  VERTCON   
 AH8023  ___________________________________________________________________
 AH8023  LAPLACE CORR-          10.38  (seconds)                    DEFLEC99
 AH8023  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 AH8023
 AH8023  HORZ ORDER  -  THIRD
 AH8023
 AH8023.The horizontal coordinates were established by classical geodetic methods
 AH8023.and adjusted by the National Geodetic Survey in February 1999..
 AH8023
 AH8023.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8023
 AH8023.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8023
 AH8023.The geoid height was determined by GEOID03.
 AH8023
 AH8023;                    North         East     Units Scale Factor Converg.
 AH8023;SPC NV E     - 8,571,450.217   117,021.383   MT  0.99998474   -0 37 20.6
 AH8023;SPC NV E     -28,121,499.59    383,927.65   sFT  0.99998474   -0 37 20.6
 AH8023;UTM  11      - 4,416,243.127   538,157.612   MT  0.99961792   +0 17 10.6
 AH8023
 AH8023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8023!SPC NV E     -   0.99959766  x   0.99998474  =   0.99958241
 AH8023!UTM  11      -   0.99959766  x   0.99961792  =   0.99921574
 AH8023
 AH8023                          SUPERSEDED SURVEY CONTROL
 AH8023
 AH8023  NGVD 29 (02/26/99) 2585.0    (m)         8481.     (f) VERT ANG       
 AH8023
 AH8023.Superseded values are not recommended for survey control.
 AH8023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8023.See file dsdata.txt to determine how the superseded data were derived.
 AH8023
 AH8023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE3815816243(NAD 83)
 AH8023_MARKER: 72 = CAIRN
 AH8023
 AH8023  HISTORY     - Date     Condition        Report By
 AH8023  HISTORY     - 1937     FIRST OBSERVED   USGS
 AH8023
 AH8023                          STATION DESCRIPTION
 AH8023
 AH8023'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 AH8023'INTERSEDTED ONLY.
 AH8023'LOCATED ON TOP OF RANGE ON EAST SIDE OF DRY LAKE, ON TOP OF HIGH
 AH8023'CONE-SHAPED PEAK. A LOWER PEAK IS ABOUT 1 MI. N.
 AH8023'TO REACH FROM THREE BAR RANCH 25 MI W. AND 18 MI N. OF EUREKA ON U.S.
 AH8023'HWY. 50, DRIVE 4.7 MI N. TO Y-RD. TURN LEFT 2.2 MI NW. TO MCCLUSKY
 AH8023'PASS. TURN LEFT 4.9 MI W. ON DIM TRAIL FOLLOWING RIDGES, VALLEYS, AND
 AH8023'HILLSIDES TO STATION ON HIGH PEAK. (4-WHEEL DRIVE)
 AH8023'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---ALKALI 1955---,
 AH8023'CEMENTED IN BROKEN UP ROCK 0.4 FT BELOW SURVACE, CENTERED UNDER OLD
 AH8023'CAIRN.
 AH8023'RM 1--CHISELED CROSS.
 AH8023'RM 2--CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0832 ***********************************************************************
 LR0832  DESIGNATION -  ALKALI BM
 LR0832  PID         -  LR0832
 LR0832  STATE/COUNTY-  NV/LANDER
 LR0832  USGS QUAD   -  MC COY NW (1990)
 LR0832
 LR0832                         *CURRENT SURVEY CONTROL
 LR0832  ___________________________________________________________________
 LR0832* NAD 83(1994)-  40 24 49.22487(N)    117 12 21.24534(W)     ADJUSTED  
 LR0832* NAVD 88     -      1817.     (meters)    5961.     (feet)  VERTCON   
 LR0832  ___________________________________________________________________
 LR0832  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 LR0832  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 LR0832
 LR0832  HORZ ORDER  -  SECOND
 LR0832
 LR0832.The horizontal coordinates were established by classical geodetic methods
 LR0832.and adjusted by the National Geodetic Survey in June 1998..
 LR0832
 LR0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0832
 LR0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0832
 LR0832.The geoid height was determined by GEOID03.
 LR0832
 LR0832;                    North         East     Units Scale Factor Converg.
 LR0832;SPC NV C     - 6,628,681.194   454,236.198   MT  0.99992577   -0 20 58.5
 LR0832;SPC NV C     -21,747,598.22  1,490,273.26   sFT  0.99992577   -0 20 58.5
 LR0832;SPC NV W     - 4,629,452.667   916,901.482   MT  1.00006817   +0 53 35.1
 LR0832;SPC NV W     -15,188,462.62  3,008,200.95   sFT  1.00006817   +0 53 35.1
 LR0832;UTM  11      - 4,473,692.934   482,530.823   MT  0.99960376   -0 08 00.6
 LR0832
 LR0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0832!SPC NV C     -   0.99971833  x   0.99992577  =   0.99964412
 LR0832!SPC NV W     -   0.99971833  x   1.00006817  =   0.99978648
 LR0832!UTM  11      -   0.99971833  x   0.99960376  =   0.99932220
 LR0832
 LR0832                          SUPERSEDED SURVEY CONTROL
 LR0832
 LR0832  NAD 83(1986)-  40 24 49.22805(N)    117 12 21.23895(W) AD(       ) 2
 LR0832  NAD 27      -  40 24 49.54060(N)    117 12 17.85850(W) AD(       ) 2
 LR0832  NGVD 29 (07/19/86) 1816.     (m)         5958.     (f) VERT ANG       
 LR0832
 LR0832.Superseded values are not recommended for survey control.
 LR0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0832.See file dsdata.txt to determine how the superseded data were derived.
 LR0832
 LR0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME8253173693(NAD 83)
 LR0832_MARKER: B = BOLT
 LR0832_SETTING: 80 = SET IN A BOULDER
 LR0832_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LR0832
 LR0832  HISTORY     - Date     Condition        Report By
 LR0832  HISTORY     - 1958     MONUMENTED       CGS
 LR0832
 LR0832                          STATION DESCRIPTION
 LR0832
 LR0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0832'STATION IS REACHED AS FOLLOWS--FROM THE MAIN INTERSECTION IN
 LR0832'THE CENTER OF BATTLE MOUNTAIN, GO SOUTHWEST ON STATE HIGHWAY
 LR0832'8A FOR 12.0 MILES TO A FORK.  TAKE THE RIGHT FORK AS PER
 LR0832'SIGN BUFFALO VALLEY ROAD AND GO 2.4 MILES, KEEP THE LEFT FORK
 LR0832'AND GO 5.8 MILES TO A SIDE ROAD ON THE LEFT AND ABOUT 0.15
 LR0832'MILE BEFORE REACHING AN OLD WINDMILL AND BUILDINGS.  TURN
 LR0832'LEFT ON THE SIDE ROAD AND GO 3.6 MILES TO A LARGE ROCK OUTCROP
 LR0832'ON THE RIGHT ABOUT 100 YARDS UP THE HILL AND THE AZIMUTH
 LR0832'MARK.  CONTINUE ON THE ROAD UP THE HILL FOR 0.9 MILE TO THE
 LR0832'MICRO-WAVE STATION, TURN RIGHT AND GO 0.1 MILE TO THE
 LR0832'HIGHEST PART OF THE HILL AND THE STATION.
 LR0832'
 LR0832'USGS BM IS A ROUND HEADED BOLT WITH A WASHER THAT IS STAMPED
 LR0832'USGS BM.  IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 LR0832'FLUSH WITH THE GROUND AND IS ABOUT 6 INCHES LOWER THAN THE
 LR0832'STATION ALKALI USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0499 ***********************************************************************
 MV0499  DESIGNATION -  ALKALI PK
 MV0499  PID         -  MV0499
 MV0499  STATE/COUNTY-  NV/HUMBOLDT
 MV0499  USGS QUAD   -  ALKALI PEAK (1990)
 MV0499
 MV0499                         *CURRENT SURVEY CONTROL
 MV0499  ___________________________________________________________________
 MV0499* NAD 83(1994)-  41 40 40.48657(N)    119 08 42.32191(W)     ADJUSTED  
 MV0499* NAVD 88     -      2186.7    (meters)    7174.     (feet)  VERTCON   
 MV0499  ___________________________________________________________________
 MV0499  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 MV0499  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 MV0499
 MV0499  HORZ ORDER  -  THIRD
 MV0499
 MV0499.The horizontal coordinates were established by classical geodetic methods
 MV0499.and adjusted by the National Geodetic Survey in June 1998..
 MV0499
 MV0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0499
 MV0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0499
 MV0499.The geoid height was determined by GEOID03.
 MV0499
 MV0499;                    North         East     Units Scale Factor Converg.
 MV0499;SPC NV W     - 4,769,079.852   753,228.707   MT  0.99992691   -0 22 24.8
 MV0499;SPC NV W     -15,646,556.15  2,471,217.85   sFT  0.99992691   -0 22 24.8
 MV0499;UTM  11      - 4,616,239.290   321,450.852   MT  0.99999232   -1 25 36.3
 MV0499
 MV0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0499!SPC NV W     -   0.99966035  x   0.99992691  =   0.99958729
 MV0499!UTM  11      -   0.99966035  x   0.99999232  =   0.99965268
 MV0499
 MV0499:                Primary Azimuth Mark                     Grid Az
 MV0499:SPC NV W     -  ONION                                    132 36 28.9
 MV0499:UTM  11      -  ONION                                    133 39 40.4
 MV0499
 MV0499|---------------------------------------------------------------------|
 MV0499| PID    Reference Object                     Distance      Geod. Az  |
 MV0499|                                                           dddmmss.s |
 MV0499| MV0508 ONION                               APPROX. 8.7 KM 1321404.1 |
 MV0499| CS5021 ALKALI PK RM 1                        9.025 METERS 17623     |
 MV0499| CS5022 ALKALI PK RM 2                       12.719 METERS 24238     |
 MV0499|---------------------------------------------------------------------|
 MV0499
 MV0499                          SUPERSEDED SURVEY CONTROL
 MV0499
 MV0499  NAD 83(1992)-  41 40 40.48798(N)    119 08 42.32200(W) AD(       ) 3
 MV0499  NAD 83(1986)-  41 40 40.48728(N)    119 08 42.32329(W) AD(       ) 3
 MV0499  NGVD 29 (11/16/90) 2185.4    (m)         7170.     (f) VERT ANG       
 MV0499
 MV0499.Superseded values are not recommended for survey control.
 MV0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0499.See file dsdata.txt to determine how the superseded data were derived.
 MV0499
 MV0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG2145116239(NAD 83)
 MV0499_MARKER: DS = TRIANGULATION STATION DISK
 MV0499_SETTING: 66 = SET IN ROCK OUTCROP
 MV0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0499+STABILITY: POSITION/ELEVATION WELL
 MV0499
 MV0499  HISTORY     - Date     Condition        Report By
 MV0499  HISTORY     - 1964     MONUMENTED       USGS
 MV0499
 MV0499                          STATION DESCRIPTION
 MV0499
 MV0499'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MV0499'LOCATED ABOUT 13 MI. SSE OF GOOCH LAKE, ABOUT 9 MI. NW OF THE AIRSTRIP
 MV0499'NEAR THE RANCH AT SUMMIT LAKE, AT ABOUT THE GENERAL LOCATION OF THE SE
 MV0499'CORNER OF SECTION 32 T44N,R25E, ON THE TOP OF A HIGH ROCKY CONICAL
 MV0499'PEAK THAT PROJECTS ABOVE THE SMALL MESAS THAT ARE TYPICAL OF THE AREA.
 MV0499'REACHED BY HELICOPTER. STATION MARK--A STANDARD TABLET
 MV0499'STAMPED---ALKALI PK 1964---CEMENTED IN A DRILL HOLE IN THE ROCK
 MV0499'OUTCROP ON THE HIGHEST POINT OF THE TOP. REFERENCE MARK NO. 1--A
 MV0499'STANDARD TABLET CEMENTED IN A DRILL HOLE ON THE SIDE OF A LARGE
 MV0499'OUTCROP,29.61 FT. FROM AND 3.6 FT. BELOW THE STA- TION MARK IN DIRECTI
 MV0499'356 DEGREE 23 MINUTE. REFERENCE MARK NO. 2--A STANDARD TABLET CEMENTED
 MV0499'IN A DRILL HOLE IN THE TOP OF AN OUTCROP, 41.73 FT. FROM AND 6.8 FT.
 MV0499'BELOW THE STATION MARK IN DIRECTI 62 DEGREE 38 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0638 ***********************************************************************
 KR0638  DESIGNATION -  ALKI
 KR0638  PID         -  KR0638
 KR0638  STATE/COUNTY-  NV/CHURCHILL
 KR0638  USGS QUAD   -  TWO TIPS (1985)
 KR0638
 KR0638                         *CURRENT SURVEY CONTROL
 KR0638  ___________________________________________________________________
 KR0638* NAD 83(1994)-  39 39 33.70477(N)    119 09 27.34869(W)     ADJUSTED  
 KR0638* NAVD 88     -      1234.851  (meters)    4051.34   (feet)  ADJUSTED  
 KR0638  ___________________________________________________________________
 KR0638  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 KR0638  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR0638  DYNAMIC HT  -        1233.805 (meters)    4047.91  (feet)  COMP
 KR0638  MODELED GRAV-     979,736.9   (mgal)                       NAVD 88
 KR0638
 KR0638  HORZ ORDER  -  SECOND
 KR0638  VERT ORDER  -  SECOND    CLASS 0
 KR0638
 KR0638.The horizontal coordinates were established by classical geodetic methods
 KR0638.and adjusted by the National Geodetic Survey in June 1998..
 KR0638
 KR0638.The orthometric height was determined by differential leveling
 KR0638.and adjusted by the National Geodetic Survey in June 1991..
 KR0638
 KR0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0638
 KR0638.The geoid height was determined by GEOID03.
 KR0638
 KR0638.The dynamic height is computed by dividing the NAVD 88
 KR0638.geopotential number by the normal gravity value computed on the
 KR0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0638.degrees latitude (g = 980.6199 gals.).
 KR0638
 KR0638.The modeled gravity was interpolated from observed gravity values.
 KR0638
 KR0638;                    North         East     Units Scale Factor Converg.
 KR0638;SPC NV W     - 4,544,952.371   750,723.395   MT  0.99992989   -0 21 59.5
 KR0638;SPC NV W     -14,911,231.24  2,462,998.34   sFT  0.99992989   -0 21 59.5
 KR0638;UTM  11      - 4,392,175.689   314,908.101   MT  1.00002180   -1 22 38.7
 KR0638
 KR0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0638!SPC NV W     -   0.99981008  x   0.99992989  =   0.99973999
 KR0638!UTM  11      -   0.99981008  x   1.00002180  =   0.99983188
 KR0638
 KR0638:                Primary Azimuth Mark                     Grid Az
 KR0638:SPC NV W     -  TEAL                                     048 49 30.8
 KR0638:UTM  11      -  TEAL                                     049 50 10.0
 KR0638
 KR0638|---------------------------------------------------------------------|
 KR0638| PID    Reference Object                     Distance      Geod. Az  |
 KR0638|                                                           dddmmss.s |
 KR0638| KR0646 TEAL                                APPROX. 5.1 KM 0482731.3 |
 KR0638| KR0639 ALKI RM 1                             9.812 METERS 12335     |
 KR0638| KR0637 ALKI RM 2                             7.498 METERS 19813     |
 KR0638|---------------------------------------------------------------------|
 KR0638
 KR0638                          SUPERSEDED SURVEY CONTROL
 KR0638
 KR0638  NAD 83(1992)-  39 39 33.70936(N)    119 09 27.33502(W) AD(       ) 2
 KR0638  NAD 83(1986)-  39 39 33.70771(N)    119 09 27.33232(W) AD(       ) 2
 KR0638  NAD 27      -  39 39 34.02160(N)    119 09 23.73930(W) AD(       ) 2
 KR0638  NGVD 29 (??/??/92) 1233.881  (m)         4048.16   (f) ADJ UNCH    2 0
 KR0638
 KR0638.Superseded values are not recommended for survey control.
 KR0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0638.See file dsdata.txt to determine how the superseded data were derived.
 KR0638
 KR0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD1490892176(NAD 83)
 KR0638_MARKER: DS = TRIANGULATION STATION DISK
 KR0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0638_SP_SET: CONCRETE POST
 KR0638_STAMPING: ALKI 1958
 KR0638_MARK LOGO: CGS   
 KR0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0638+STABILITY: SURFACE MOTION
 KR0638
 KR0638  HISTORY     - Date     Condition        Report By
 KR0638  HISTORY     - 1958     MONUMENTED       CGS
 KR0638  HISTORY     - 1958     GOOD             CGS
 KR0638  HISTORY     - 1986     GOOD             NGS
 KR0638
 KR0638                          STATION DESCRIPTION
 KR0638
 KR0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR0638'THE STATION IS 9 MILES NORTHWEST OF HAZEN, 8 MILES NORTHEAST
 KR0638'OF FERNLEY AND 0.1 MILE WEST OF U.S. HIGHWAY 40 AND 95.  IT IS
 KR0638'ON A LOW ROCK COVERED SAND HILL, 6.4 MILES NORTH AND EAST
 KR0638'OF FERNLEY ALONG U.S. HIGHWAY 40 AND 95 FROM THE POST OFFICE
 KR0638'IN FERNLEY.
 KR0638'
 KR0638'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN A
 KR0638'CYLINDRICAL POST AND STAMPED ALKI 1958 WITH THE REFERENCE
 KR0638'MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
 KR0638
 KR0638                          STATION RECOVERY (1958)
 KR0638
 KR0638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KR0638'6.75 MI NE FROM FERNLEY.
 KR0638'6.7 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0638'FERNLEY, THENCE 0.05 MILE NORTHWEST CROSS COUNTRY TO A SMALL HILL,
 KR0638'32.25 FEET WEST OF R.M. 1, 24.6 FEET NORTH OF R.M. 2, 5.65 FEET
 KR0638'SOUTHWEST OF A WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH WITH
 KR0638'THE GROUND SURFACE.
 KR0638
 KR0638                          STATION RECOVERY (1986)
 KR0638
 KR0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0638'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0638'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0638'FERNLEY, THENCE7.34 KM (4.59 MI) NORTHEAST ALONG INTERSTATE HIGHWAY
 KR0638'80, 0.40 KM (0.25 MI) NORTHEAST OF MILE POST 53, ON TOP OF THE
 KR0638'SOUTHEAST END OF A LONG LOW ROCKY SAND HILL, ABOUT 140.8 METERS
 KR0638'(462 FT) NORTHWEST OF THE CENTERLINE OF I-80 WESTBOUND, ABOUT 112.5
 KR0638'METERS (369 FT) NORTHWEST OF A TELEPHONE POLE WITH 4 GUY WIRES, 9.8
 KR0638'METERS (32.0 FT) WEST OF RM 1, 7.5 METERS (2.0 FT) NORTH OF RM 2.
 KR0638'NOTE--NOT LEVELED DURING THIS SURVEY.
 KR0638'THE MARK IS 1.6 METERS  SW FROM  A WITNESS POST
 KR0638'THE MARK IS 6.5 M ABOVE I-80 WESTBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0639 ***********************************************************************
 KR0639  DESIGNATION -  ALKI RM 1
 KR0639  PID         -  KR0639
 KR0639  STATE/COUNTY-  NV/CHURCHILL
 KR0639  USGS QUAD   -  TWO TIPS (1985)
 KR0639
 KR0639                         *CURRENT SURVEY CONTROL
 KR0639  ___________________________________________________________________
 KR0639* NAD 83(1986)-  39 39 34.     (N)    119 09 27.     (W)     SCALED    
 KR0639* NAVD 88     -      1234.537  (meters)    4050.31   (feet)  ADJUSTED  
 KR0639  ___________________________________________________________________
 KR0639  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR0639  DYNAMIC HT  -        1233.492 (meters)    4046.88  (feet)  COMP
 KR0639  MODELED GRAV-     979,737.7   (mgal)                       NAVD 88
 KR0639
 KR0639  VERT ORDER  -  SECOND    CLASS 0
 KR0639
 KR0639.The horizontal coordinates were scaled from a topographic map and have
 KR0639.an estimated accuracy of +/- 6 seconds.
 KR0639
 KR0639.The orthometric height was determined by differential leveling
 KR0639.and adjusted by the National Geodetic Survey in June 1991..
 KR0639
 KR0639.The geoid height was determined by GEOID03.
 KR0639
 KR0639.The dynamic height is computed by dividing the NAVD 88
 KR0639.geopotential number by the normal gravity value computed on the
 KR0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0639.degrees latitude (g = 980.6199 gals.).
 KR0639
 KR0639.The modeled gravity was interpolated from observed gravity values.
 KR0639
 KR0639;                    North         East    Units  Estimated Accuracy
 KR0639;SPC NV W     - 4,544,960.      750,730.      MT  (+/- 180 meters Scaled)
 KR0639
 KR0639                          SUPERSEDED SURVEY CONTROL
 KR0639
 KR0639  NGVD 29 (??/??/92) 1233.568  (m)         4047.13   (f) ADJ UNCH    2 0
 KR0639
 KR0639.Superseded values are not recommended for survey control.
 KR0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0639.See file dsdata.txt to determine how the superseded data were derived.
 KR0639
 KR0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD149921(NAD 83)
 KR0639_MARKER: DR = REFERENCE MARK DISK
 KR0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0639_SP_SET: CONCRETE POST
 KR0639_STAMPING: ALKI NO 1 1958
 KR0639_MARK LOGO: CGS   
 KR0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0639+STABILITY: SURFACE MOTION
 KR0639
 KR0639  HISTORY     - Date     Condition        Report By
 KR0639  HISTORY     - 1958     MONUMENTED       CGS
 KR0639  HISTORY     - 1986     GOOD             NGS
 KR0639
 KR0639                          STATION DESCRIPTION
 KR0639
 KR0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0639'6.75 MI NE FROM FERNLEY.
 KR0639'6.7 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0639'FERNLEY, THENCE 0.05 MILE NORTHWEST CROSS COUNTRY TO A SMALL HILL,
 KR0639'32.25 FEET EAST OF STATION MARK, SET IN A ROUND CONCRETE POST
 KR0639'PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 KR0639
 KR0639                          STATION RECOVERY (1986)
 KR0639
 KR0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0639'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0639'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0639'FERNLEY, THENCE 7.34 KM (4.59 MI) NORTHEAST ALONG INTERSTATE HIGHWAY
 KR0639'80, 0.40 KM (0.25 MI) NORTHEAST OF MILE POST 53, ON TOP OF THE
 KR0639'SOUTHEAST END OF A LONG LOW ROCKY SAND HILL, ABOUT 131.0 METERS
 KR0639'(430 FT) NORTHWEST OF THE CENTERLINE OF I-80 WESTBOUND, ABOUT
 KR0639'103.0 METERS (338 FT) NORTHWEST A OF TELEPHONE POLE WITH 4 GUY WIRES,
 KR0639'9.7 METERS (32.0 FT) EAST OF THE STATION MARK.  NOTE--NOT LEVELED
 KR0639'DURING THIS SURVEY.
 KR0639'THE MARK IS 10.0 METERS  E FROM  A WITNESS POST
 KR0639'THE MARK IS 6.5 M ABOVE I-80 WESTBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0637 ***********************************************************************
 KR0637  DESIGNATION -  ALKI RM 2
 KR0637  PID         -  KR0637
 KR0637  STATE/COUNTY-  NV/CHURCHILL
 KR0637  USGS QUAD   -  TWO TIPS (1985)
 KR0637
 KR0637                         *CURRENT SURVEY CONTROL
 KR0637  ___________________________________________________________________
 KR0637* NAD 83(1986)-  39 39 34.     (N)    119 09 27.     (W)     SCALED    
 KR0637* NAVD 88     -      1234.631  (meters)    4050.62   (feet)  ADJUSTED  
 KR0637  ___________________________________________________________________
 KR0637  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR0637  DYNAMIC HT  -        1233.586 (meters)    4047.19  (feet)  COMP
 KR0637  MODELED GRAV-     979,737.7   (mgal)                       NAVD 88
 KR0637
 KR0637  VERT ORDER  -  SECOND    CLASS 0
 KR0637
 KR0637.The horizontal coordinates were scaled from a topographic map and have
 KR0637.an estimated accuracy of +/- 6 seconds.
 KR0637
 KR0637.The orthometric height was determined by differential leveling
 KR0637.and adjusted by the National Geodetic Survey in June 1991..
 KR0637
 KR0637.The geoid height was determined by GEOID03.
 KR0637
 KR0637.The dynamic height is computed by dividing the NAVD 88
 KR0637.geopotential number by the normal gravity value computed on the
 KR0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0637.degrees latitude (g = 980.6199 gals.).
 KR0637
 KR0637.The modeled gravity was interpolated from observed gravity values.
 KR0637
 KR0637;                    North         East    Units  Estimated Accuracy
 KR0637;SPC NV W     - 4,544,960.      750,730.      MT  (+/- 180 meters Scaled)
 KR0637
 KR0637                          SUPERSEDED SURVEY CONTROL
 KR0637
 KR0637  NGVD 29 (??/??/92) 1233.662  (m)         4047.44   (f) ADJ UNCH    2 0
 KR0637
 KR0637.Superseded values are not recommended for survey control.
 KR0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0637.See file dsdata.txt to determine how the superseded data were derived.
 KR0637
 KR0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD149921(NAD 83)
 KR0637_MARKER: DR = REFERENCE MARK DISK
 KR0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0637_SP_SET: CONCRETE POST
 KR0637_STAMPING: ALKI NO 2 1958
 KR0637_MARK LOGO: CGS   
 KR0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0637+STABILITY: SURFACE MOTION
 KR0637
 KR0637  HISTORY     - Date     Condition        Report By
 KR0637  HISTORY     - 1958     MONUMENTED       CGS
 KR0637  HISTORY     - 1986     GOOD             NGS
 KR0637
 KR0637                          STATION DESCRIPTION
 KR0637
 KR0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0637'6.75 MI NE FROM FERNLEY.
 KR0637'6.7 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0637'FERNLEY, THENCE 0.05 MILE NORTHWEST CROSS COUNTRY TO A SMALL HILL,
 KR0637'24.6 FEET SOUTH OF STATION MARK, SET IN A ROUND CONCRETE POST
 KR0637'PROJECTING 1 INCH ABOVE GROUND SURFACE.
 KR0637
 KR0637                          STATION RECOVERY (1986)
 KR0637
 KR0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0637'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  38.1 KM (2.38
 KR0637'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0637'FERNLEY, THENCE 7.34 KM (4.59 MI) NORTHEAST ALONG INTERSTATE HIGHWAY
 KR0637'80, 0.40 KM (0.25 MI) NORTHEAST OF MILE POST 53, ON TOP OF THE
 KR0637'SOUTHEAST END OF A LONG LOW ROCKY SAND HILL, ABOUT 137.2 METERS
 KR0637'(450 FT) NORTHWEST OF THE CENTERLINE OF I-80 WESTBOUND, ABOUT
 KR0637'109.1 METERS (358 FT) NORTHWEST OF A TELEPHONE POLE WITH 4 GUY WIRES,
 KR0637'7.5 METERS (24.5 FT) SOUTH OF THE STATION MARK.  NOTE--NOT LEVELED
 KR0637'DURING THIS SURVEY.
 KR0637'THE MARK IS 6.5 M ABOVE I-80 WESTBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0866 ***********************************************************************
 MT0866  DESIGNATION -  ALLEGHENY
 MT0866  PID         -  MT0866
 MT0866  STATE/COUNTY-  NV/ELKO
 MT0866  USGS QUAD   -  MERRITT MOUNTAIN (1986)
 MT0866
 MT0866                         *CURRENT SURVEY CONTROL
 MT0866  ___________________________________________________________________
 MT0866* NAD 83(1994)-  41 47 02.18905(N)    115 50 33.86962(W)     ADJUSTED  
 MT0866* NAVD 88     -      2300.     (meters)    7546.     (feet)  SCALED    
 MT0866  ___________________________________________________________________
 MT0866  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 MT0866  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 MT0866
 MT0866  HORZ ORDER  -  THIRD
 MT0866
 MT0866.The horizontal coordinates were established by classical geodetic methods
 MT0866.and adjusted by the National Geodetic Survey in June 1998..
 MT0866
 MT0866.The orthometric height was scaled from a topographic map.
 MT0866
 MT0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0866
 MT0866.The geoid height was determined by GEOID03.
 MT0866
 MT0866;                    North         East     Units Scale Factor Converg.
 MT0866;SPC NV E     - 8,780,735.112   178,437.429   MT  0.99990572   -0 10 22.3
 MT0866;SPC NV E     -28,808,128.45    585,423.46   sFT  0.99990572   -0 10 22.3
 MT0866;UTM  11      - 4,626,435.103   596,165.661   MT  0.99971380   +0 46 16.2
 MT0866
 MT0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0866!SPC NV E     -   0.99964191  x   0.99990572  =   0.99954767
 MT0866!UTM  11      -   0.99964191  x   0.99971380  =   0.99935582
 MT0866
 MT0866|---------------------------------------------------------------------|
 MT0866| PID    Reference Object                     Distance      Geod. Az  |
 MT0866|                                                           dddmmss.s |
 MT0866| CS8443 ALLEGHENY RM 2                        9.668 METERS 14806     |
 MT0866| CS8442 ALLEGHENY RM 1                        3.773 METERS 26757     |
 MT0866|---------------------------------------------------------------------|
 MT0866
 MT0866                          SUPERSEDED SURVEY CONTROL
 MT0866
 MT0866  NAD 83(1986)-  41 47 02.18887(N)    115 50 33.86784(W) AD(       ) 3
 MT0866
 MT0866.Superseded values are not recommended for survey control.
 MT0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0866.See file dsdata.txt to determine how the superseded data were derived.
 MT0866
 MT0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG9616626435(NAD 83)
 MT0866_MARKER: DS = TRIANGULATION STATION DISK
 MT0866_SETTING: 80 = SET IN A BOULDER
 MT0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0866+STABILITY: SURFACE MOTION
 MT0866
 MT0866  HISTORY     - Date     Condition        Report By
 MT0866  HISTORY     - 1936     MONUMENTED       USGS
 MT0866
 MT0866                          STATION DESCRIPTION
 MT0866
 MT0866'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 MT0866'LOCATED ABOUT 9.5 MI SE. OF MOUNTAIN CITY, ABOUT 1 MI S. OF ELKO
 MT0866'RD. VIA NORTH FORK.  NEAR HEADWATERS OF ALLEGHENY CREEK, ON
 MT0866'HIGHEST POINT OF PROMINENT ROCKY-TOPPED MOUNTAIN.
 MT0866'
 MT0866'TO REACH FROM MOUNTAIN CITY, FOLLOW NORTH FORK ROAD 9.4 MI TO
 MT0866'CAMPSITE ON NORTH SIDE OF RD. (FORMER LOCATION OF USFS TRANSIENT
 MT0866'CAMP).  LEAVE RD. CROSSING ALLEGHENY CREEK S. FOLLOWING RIDGE
 MT0866'SOUTHWARD TO MAIN PEAK.
 MT0866'
 MT0866'STATION MARK--STANDARD TABLET STAMPED---ALLEGHENY 1936---, CEMENTED
 MT0866'IN TOP OF ROCK CRAG UNDER CAIRN.
 MT0866'
 MT0866'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN
 MT0866'PROMINENT ROCK CRAG (12.38 FT IN SLOPE DISTANCE FROM STATION
 MT0866'MARK).
 MT0866'
 MT0866'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN
 MT0866'PROMINENT ROCK CRAG (31.72 FT IN SLOPE DISTANCE FROM STATION
 MT0866'MARK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1525 ***********************************************************************
 KR1525  DESIGNATION -  ALLEN
 KR1525  PID         -  KR1525
 KR1525  STATE/COUNTY-  NV/CHURCHILL
 KR1525  USGS QUAD   -  RUSSELL SPIT (1987)
 KR1525
 KR1525                         *CURRENT SURVEY CONTROL
 KR1525  ___________________________________________________________________
 KR1525* NAD 83(1994)-  39 12 50.25180(N)    118 46 48.59465(W)     ADJUSTED  
 KR1525* NAVD 88     -      1650.7    (meters)    5416.     (feet)  VERTCON   
 KR1525  ___________________________________________________________________
 KR1525  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 KR1525  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 KR1525
 KR1525  HORZ ORDER  -  FIRST
 KR1525
 KR1525.The horizontal coordinates were established by classical geodetic methods
 KR1525.and adjusted by the National Geodetic Survey in June 1998..
 KR1525
 KR1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1525
 KR1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1525
 KR1525.The geoid height was determined by GEOID03.
 KR1525
 KR1525;                    North         East     Units Scale Factor Converg.
 KR1525;SPC NV W     - 4,495,367.754   783,002.329   MT  0.99990356   -0 07 28.0
 KR1525;SPC NV W     -14,748,552.37  2,568,900.14   sFT  0.99990356   -0 07 28.0
 KR1525;UTM  11      - 4,342,029.960   346,312.684   MT  0.99989083   -1 07 32.4
 KR1525
 KR1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1525!SPC NV W     -   0.99974493  x   0.99990356  =   0.99964852
 KR1525!UTM  11      -   0.99974493  x   0.99989083  =   0.99963579
 KR1525
 KR1525|---------------------------------------------------------------------|
 KR1525| PID    Reference Object                     Distance      Geod. Az  |
 KR1525|                                                           dddmmss.s |
 KR1525| DA8641 ALLEN RM 1                            6.220 METERS 02621     |
 KR1525| DA8643 ALLEN AZ MK                                        0540218.8 |
 KR1525| DA8642 ALLEN RM 2                            5.798 METERS 09413     |
 KR1525|---------------------------------------------------------------------|
 KR1525
 KR1525                          SUPERSEDED SURVEY CONTROL
 KR1525
 KR1525  NAD 83(1986)-  39 12 50.25822(N)    118 46 48.59035(W) AD(       ) 1
 KR1525  NAD 27      -  39 12 50.54700(N)    118 46 45.05900(W) AD(       ) 1
 KR1525  NGVD 29 (07/19/86) 1649.7    (m)         5412.     (f) VERT ANG       
 KR1525
 KR1525.Superseded values are not recommended for survey control.
 KR1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1525.See file dsdata.txt to determine how the superseded data were derived.
 KR1525
 KR1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD4631342030(NAD 83)
 KR1525_MARKER: DS = TRIANGULATION STATION DISK
 KR1525_SETTING: 66 = SET IN ROCK OUTCROP
 KR1525
 KR1525  HISTORY     - Date     Condition        Report By
 KR1525  HISTORY     - 1935     MONUMENTED       CGS
 KR1525  HISTORY     - 1953     GOOD             CGS
 KR1525  HISTORY     - 1955     GOOD             CGS
 KR1525  HISTORY     - 1966     GOOD             CGS
 KR1525
 KR1525                          STATION DESCRIPTION
 KR1525
 KR1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 KR1525'STATION IS ON THE HIGHEST POINT OF THE SMALL PEAK AT THE E
 KR1525'END OF THE FIRST BENCH W OF THE FALLON-SCHURZ HIGHWAY, 17 MILES,
 KR1525'AIRLINE, S OF THE TOWN OF FALLAN, AND 2 MILES, AIRLINE, W
 KR1525'OF THE HIGHWAY.
 KR1525'
 KR1525'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 KR1525'HOLE IN OUTCROPPING BEDROCK.  REFERENCE
 KR1525'AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING
 KR1525'BEDROCK.
 KR1525'
 KR1525'REACHED FROM FALLON AS FOLLOWS--GO S ON THE SCHURZ HIGHWAY
 KR1525'16.7 MILES TO THE FIRST DIVIDE.  TURN RIGHT ON OLD DIM ROAD
 KR1525'JUST BEFORE REACHING OW ROCKY HILL TO THE RIGHT OF THE
 KR1525'HIGHWAY, AND FOLLOW OLD ROAD SW 2.0 MILES TO ITS END IN WASH
 KR1525'AT THE BASE OF THE HILL, AND AT A CHALK PIT, AND THE END OF
 KR1525'TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL GO W UP THE SIDE
 KR1525'OF THE RIDGE BETWEEN THE TWO WASHES TO THE TOP OF THE RIDGE,
 KR1525'THENCE LEFT ALONG THE RIDGE TO THE HIGHEST POINT AND STATION.
 KR1525'A 30 MINUTE PACK.
 KR1525'
 KR1525'AZIMUTH MARK IS IN THE ROCK OUTCROP ON THE END OF THE LOW
 KR1525'RIDGE 1/2 MILE NE OF THE STATION.
 KR1525
 KR1525                          STATION RECOVERY (1953)
 KR1525
 KR1525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 KR1525'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 KR1525'AS DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 KR1525'SEARCHED FOR.
 KR1525'
 KR1525'THE STATION WAS NOT OCCUPIED AND THE REFERENCE MARKS WERE NOT
 KR1525'MEASURED AT THIS TIME.
 KR1525'
 KR1525'THE ROUTE TO THE STATION IS ADEQUATE.
 KR1525
 KR1525                          STATION RECOVERY (1955)
 KR1525
 KR1525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KR1525'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 KR1525'AND FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE IN DISTANCE
 KR1525'TO REFERENCE MARK 2 AND A DIFFERENCE IN DIRECTIONS TO
 KR1525'REFERENCE MARKS 1, 2, AND 3 WAS FOUND.
 KR1525'
 KR1525'THE STATION IS LOCATED ON TOP OF THE HIGHEST PONT OF A LOW
 KR1525'HILL ABOUT 2 MILES (AIR LINE) WEST OF U.S. HIGHWAY 95 AND
 KR1525'17 MILES SOUTH OF FALLON.
 KR1525'
 KR1525'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 95
 KR1525'AND 50 IN FALLON, GO SOUTH ON U.S. HIGHWAY 95 FOR 16.7 MILES
 KR1525'TO A DIRT ROAD RIGHT (WEST) JUST BEFORE REACHING THE CREST OF A
 KR1525'DIVIDE.  TURN RIGHT AND GO 1.3 MILES TO A CHALK MINE AND WHERE
 KR1525'THE WASTE MATERIALS HAS BEEN BLADED OUT OVER THE GROUND.
 KR1525'TURN RIGHT AND GO TO THE NORTHWEST CORNER OF THE WASTE MATERIAL
 KR1525'TO WHERE A DIM TRACK ROAD HEADS WEST.  TAKE THE TRACK ROAD AND
 KR1525'GO ABOUT 0.75 MILE TO THE END OF TRUCK TRAVEL IN A WASH WHERE
 KR1525'TWO WASHES MERGE.  FROM THIS POINT THE AZIMUTH MARK IS ON TOP
 KR1525'OF THE RIDGE TO THE LEFT OF THE LEFT WASH.  PACK UP TO THE
 KR1525'TOP OF THE RIDGE THEN ALONG THE RIDGE TO THE STATION.  THIS
 KR1525'IS A 30 MINUTE PACK.
 KR1525'
 KR1525'THE STATION MARK IS A STANDARD DISK STAMPED ALLEN 1935 AND
 KR1525'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.
 KR1525'IT IS ABOUT 3 FEET LOWER THAN THE HIGHEST POINT OF THE HILL.
 KR1525'
 KR1525'REFERENCE MARK 1, A STANDARD DISK STAMPED ALLEN NO 1 1935,
 KR1525'IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 10 INCHES
 KR1525'AND IS 1 FOOT LOWER THAN THE STATION.
 KR1525'
 KR1525'REFERENCE MARK 2, A STANDARD DISK STAMPED ALLEN NO 2 1935,
 KR1525'IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET
 KR1525'AND IS 5 FEET LOWER THAN THE STATION.
 KR1525'
 KR1525'REFERENCE MARK 3, A STANDARD DISK STAMPED ALLEN 1935, IS SET
 KR1525'IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2.5 FEET.
 KR1525'IT IS ON THE EAST END OF A LOW RIDGE THAT IS ABOUT 0.5 MILE
 KR1525'NORTHEAST OF THE STATION.
 KR1525'
 KR1525'OBSERVATIONS WERE TAKEN FROM A 4 FOOT STAND.
 KR1525
 KR1525                          STATION RECOVERY (1966)
 KR1525
 KR1525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KR1525'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 KR1525'TO BE IN GOOD CONDITION.  THE DESCRIPTION AND TO REACH STATION
 KR1525'IS ADEQUATE.
 KR1525'
 KR1525'THE STATION WAS USED FOR CHECK ANGLE PURPOSE ONLY AT THIS DATE.
 KR1525'
 KR1525'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES
 KR1525'SOUTH OF FALLON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2959 ***********************************************************************
 AB2959  DESIGNATION -  ALLEN
 AB2959  PID         -  AB2959
 AB2959  STATE/COUNTY-  NV/LYON
 AB2959  USGS QUAD   -  NEW EMPIRE (1994)
 AB2959
 AB2959                         *CURRENT SURVEY CONTROL
 AB2959  ___________________________________________________________________
 AB2959* NAD 83(1994)-  39 14 18.30198(N)    119 40 39.96739(W)     ADJUSTED  
 AB2959* NAVD 88     -      1648.5    (meters)    5408.     (feet)  VERTCON   
 AB2959  ___________________________________________________________________
 AB2959  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 AB2959  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AB2959
 AB2959  HORZ ORDER  -  THIRD
 AB2959
 AB2959.The horizontal coordinates were established by classical geodetic methods
 AB2959.and adjusted by the National Geodetic Survey in June 1998..
 AB2959
 AB2959.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2959
 AB2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2959
 AB2959.The geoid height was determined by GEOID03.
 AB2959
 AB2959;                    North         East     Units Scale Factor Converg.
 AB2959;SPC NV W     - 4,498,635.209   705,520.280   MT  1.00000987   -0 41 32.4
 AB2959;SPC NV W     -14,759,272.35  2,314,694.45   sFT  1.00000987   -0 41 32.4
 AB2959;UTM  11      - 4,346,652.033   268,890.498   MT  1.00025769   -1 41 40.4
 AB2959
 AB2959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2959!SPC NV W     -   0.99974522  x   1.00000987  =   0.99975509
 AB2959!UTM  11      -   0.99974522  x   1.00025769  =   1.00000285
 AB2959
 AB2959                          SUPERSEDED SURVEY CONTROL
 AB2959
 AB2959  NAD 83(1992)-  39 14 18.30383(N)    119 40 39.96114(W) AD(       ) 3
 AB2959  NGVD 29 (04/11/94) 1647.4    (m)         5405.     (f) VERT ANG       
 AB2959
 AB2959.Superseded values are not recommended for survey control.
 AB2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2959.See file dsdata.txt to determine how the superseded data were derived.
 AB2959
 AB2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6889046652(NAD 83)
 AB2959_MARKER: X = CHISELED CROSS
 AB2959_SETTING: 66 = SET IN ROCK OUTCROP
 AB2959
 AB2959  HISTORY     - Date     Condition        Report By
 AB2959  HISTORY     - 1935     MONUMENTED       USGS
 AB2959
 AB2959                          STATION DESCRIPTION
 AB2959
 AB2959'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 AB2959'LOCATED ABOUT 5.1 MI. NE OF NEW EMPIRE, ABOUT 5 MI. SW OF VIRGINIA
 AB2959'CITY IN THE SE QUARTER OF NE QUARTER  OF SECTION 24 T 16N R20E, ABOUT
 AB2959'4.6 MI. W OF DAYTON , ON E SIDE OF A LOW, SAGEBRUSH- AND JUNIPER-
 AB2959'COVERED SUB TOP
 AB2959'TO REACH FROM JUNCTION OF US HIGHWAYS 50 AND 395 IN CARSON CITY,
 AB2959'PROCEED E ON US 50 FOR 5.8 MI. TO RD FORK, TURN LEFT ON OLD RR GRADE
 AB2959'AND PROCEED 1.5 MI.TO RD. FORK, TURN LEFT ON TRACK RD AND PROCEED 0.2
 AB2959'MI. TO RD FORK IN SADDLE, TAKE RIGHT FORK AND PROCEED 0.5 MI. TO RIDGE
 AB2959'WITH CONSIDERABLE PROSPECT TAILINGS, TURN RIGHT OFF RD. AND FOLLOW
 AB2959'RIDGE NE AND E DOWNHILL FOR 0.2 MI. TO SMALL TOP ON RIGHT PROCEED
 AB2959'ABOUT 100 YARDS TO E END OF SPUR TO THIS SMALL TOP AND STATION ON E
 AB2959'EDGE OF SMALL FLAT SPOT.
 AB2959'STATION MARK--A CHISELED CROSS ENCLOSED IN A CHISELED SQUARE ON TOP OF
 AB2959'A 4 X 4 IN. OUTCROP FLUSH WITH THE GROUND.
 AB2959'REFERENCE MARK NO. 1--CHISELED CROSS ON POINTED ROCK OUTCROP
 AB2959'PROJECTING 16 IN., 18.20 FT. FROM STATION MARK AND 1 FT. HIGHER
 AB2959'REFERENCE MARK NO. 2--CHISELED CROSS ON ROCK OUTCROP PROJECTING 4 IN.,
 AB2959'15.65 FT. FROM STATION MARK AND 0.9 FT. LOWER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0497 ***********************************************************************
 KQ0497  DESIGNATION -  ALLEY 2
 KQ0497  PID         -  KQ0497
 KQ0497  STATE/COUNTY-  NV/EUREKA
 KQ0497  USGS QUAD   -  BEAN FLAT EAST (1986)
 KQ0497
 KQ0497                         *CURRENT SURVEY CONTROL
 KQ0497  ___________________________________________________________________
 KQ0497* NAD 83(1994)-  39 30 02.26281(N)    116 29 10.51558(W)     ADJUSTED  
 KQ0497* NAVD 88     -      1931.0    (meters)    6335.     (feet)  VERTCON   
 KQ0497  ___________________________________________________________________
 KQ0497  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 KQ0497  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 KQ0497
 KQ0497  HORZ ORDER  -  THIRD
 KQ0497
 KQ0497.The horizontal coordinates were established by classical geodetic methods
 KQ0497.and adjusted by the National Geodetic Survey in June 1998..
 KQ0497.No horizontal observational check was made to the station.
 KQ0497
 KQ0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0497
 KQ0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0497
 KQ0497.The geoid height was determined by GEOID03.
 KQ0497
 KQ0497;                    North         East     Units Scale Factor Converg.
 KQ0497;SPC NV E     - 8,527,562.076   122,344.523   MT  0.99997422   -0 34 27.7
 KQ0497;SPC NV E     -27,977,509.91    401,391.99   sFT  0.99997422   -0 34 27.7
 KQ0497;SPC NV C     - 6,527,188.386   515,516.196   MT  0.99990296   +0 06 53.1
 KQ0497;SPC NV C     -21,414,617.23  1,691,322.72   sFT  0.99990296   +0 06 53.1
 KQ0497;UTM  11      - 4,372,460.232   544,171.063   MT  0.99962402   +0 19 36.5
 KQ0497
 KQ0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0497!SPC NV E     -   0.99970048  x   0.99997422  =   0.99967471
 KQ0497!SPC NV C     -   0.99970048  x   0.99990296  =   0.99960347
 KQ0497!UTM  11      -   0.99970048  x   0.99962402  =   0.99932462
 KQ0497
 KQ0497|---------------------------------------------------------------------|
 KQ0497| PID    Reference Object                     Distance      Geod. Az  |
 KQ0497|                                                           dddmmss.s |
 KQ0497| DD5279 ALLEY 2 RM 3                         12.625 METERS 12023     |
 KQ0497| DD5280 ALLEY 2 RM 4                         13.247 METERS 21519     |
 KQ0497| KQ0535 BEAN                                APPROX.11.0 KM 3040703.4 |
 KQ0497|---------------------------------------------------------------------|
 KQ0497
 KQ0497                          SUPERSEDED SURVEY CONTROL
 KQ0497
 KQ0497  NAD 83(1986)-  39 30 02.26178(N)    116 29 10.50926(W) AD(       ) 3
 KQ0497  NAD 27      -  39 30 02.52400(N)    116 29 07.24300(W) AD(       ) 3
 KQ0497  NGVD 29 (07/19/86) 1929.7    (m)         6331.     (f) VERT ANG       
 KQ0497
 KQ0497.Superseded values are not recommended for survey control.
 KQ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0497.See file dsdata.txt to determine how the superseded data were derived.
 KQ0497
 KQ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND4417172460(NAD 83)
 KQ0497_MARKER: DS = TRIANGULATION STATION DISK
 KQ0497_SETTING: 0 = UNSPECIFIED SETTING
 KQ0497
 KQ0497  HISTORY     - Date     Condition        Report By
 KQ0497  HISTORY     - 1959     MONUMENTED       NVDH
 KQ0497
 KQ0497                          STATION DESCRIPTION
 KQ0497
 KQ0497'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1959
 KQ0497'STATION ALLEY 2 1959 WAS SET 82.01 FEET ON LINE EXTENDED
 KQ0497'FROM STATION GRUB THROUGH STATION ALLEY 1954.
 KQ0497'
 KQ0497'THE STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED
 KQ0497'ALLEY 2 1959.
 KQ0497'
 KQ0497'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ALLEY NO 3
 KQ0497'1959.
 KQ0497'
 KQ0497'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED ALLEY NO 4
 KQ0497'1959.
 KQ0497'
 KQ0497'THE BENCH MARK STAMPED X 44 1934 WHICH WAS USED AS AN AZIMUTH
 KQ0497'MARK FOR STATION ALLEY 1954 WAS ALSO USED AS AZIMUTH MARK
 KQ0497'FOR ALLEY 2 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0379 ***********************************************************************
 KP0379  DESIGNATION -  ALLIGATOR
 KP0379  PID         -  KP0379
 KP0379  STATE/COUNTY-  NV/WHITE PINE
 KP0379  USGS QUAD   -  LONG VALLEY SLOUGH (1982)
 KP0379
 KP0379                         *CURRENT SURVEY CONTROL
 KP0379  ___________________________________________________________________
 KP0379* NAD 83(1994)-  39 48 47.33621(N)    115 29 46.72213(W)     ADJUSTED  
 KP0379* NAVD 88     -      2568.0    (meters)    8425.     (feet)  VERTCON   
 KP0379  ___________________________________________________________________
 KP0379  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 KP0379  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 KP0379
 KP0379  HORZ ORDER  -  SECOND
 KP0379
 KP0379.The horizontal coordinates were established by classical geodetic methods
 KP0379.and adjusted by the National Geodetic Survey in June 1998..
 KP0379
 KP0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0379
 KP0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0379
 KP0379.The geoid height was determined by GEOID03.
 KP0379
 KP0379;                    North         East     Units Scale Factor Converg.
 KP0379;SPC NV E     - 8,561,871.528   207,450.583   MT  0.99990068   +0 03 20.6
 KP0379;SPC NV E     -28,090,073.50    680,610.79   sFT  0.99990068   +0 03 20.6
 KP0379;UTM  11      - 4,408,100.432   628,706.240   MT  0.99980394   +0 57 46.5
 KP0379
 KP0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0379!SPC NV E     -   0.99960040  x   0.99990068  =   0.99950112
 KP0379!UTM  11      -   0.99960040  x   0.99980394  =   0.99940442
 KP0379
 KP0379:                Primary Azimuth Mark                     Grid Az
 KP0379:SPC NV E     -  T22 23N R58E SECS 4 33 1/4 COR           087 58 09.4
 KP0379:UTM  11      -  T22 23N R58E SECS 4 33 1/4 COR           087 03 43.5
 KP0379
 KP0379|---------------------------------------------------------------------|
 KP0379| PID    Reference Object                     Distance      Geod. Az  |
 KP0379|                                                           dddmmss.s |
 KP0379| DD6859 T22 23N R58E SECS 4 33 1/4 COR                     0880130.0 |
 KP0379| DD5281 ALLIGATOR RM 1                        6.420 METERS 10702     |
 KP0379| DD5282 ALLIGATOR RM 2                        6.622 METERS 18601     |
 KP0379|---------------------------------------------------------------------|
 KP0379
 KP0379                          SUPERSEDED SURVEY CONTROL
 KP0379
 KP0379  NAD 83(1986)-  39 48 47.33374(N)    115 29 46.71878(W) AD(       ) 2
 KP0379  NAD 27      -  39 48 47.58199(N)    115 29 43.56997(W) AD(       ) 2
 KP0379  NGVD 29 (07/19/86) 2566.7    (m)         8421.     (f) VERT ANG       
 KP0379
 KP0379.Superseded values are not recommended for survey control.
 KP0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0379.See file dsdata.txt to determine how the superseded data were derived.
 KP0379
 KP0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE2870608100(NAD 83)
 KP0379_MARKER: DE = TRAVERSE STATION DISK
 KP0379_SETTING: 66 = SET IN ROCK OUTCROP
 KP0379
 KP0379  HISTORY     - Date     Condition        Report By
 KP0379  HISTORY     - 1967     MONUMENTED       CGS
 KP0379
 KP0379                          STATION DESCRIPTION
 KP0379
 KP0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0379'STATION IS LOCATED ABOUT 40 MILES NORTHWEST OF ELY AND ABOUT
 KP0379'32 MILES NORTHEAST OF EUREKA ON THE HIGHEST POINT OF A
 KP0379'NORTH-SOUTH RIDGE KNOWN AS ALLIGATOR RIDGE.
 KP0379'
 KP0379'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 KP0379'44 5 MILES WEST OF ELY, GO WEST ON U.S. HIGHWAY 50 FOR 26 MILES
 KP0379'TO A GRAVEL SIDE ROAD RIGHT AND SIGN RUBY MARSHES 67 MILES,
 KP0379'TURN RIGHT AND GO NORTHERLY FOR 4.5 MILES TO FORK, TAKE THE
 KP0379'RIGHT FORK AND FOLLOW MAIN ROAD FOR 13.2 MILES TO A SIDE ROAD
 KP0379'RIGHT, CONTINUE FOR 18 MILES TO A DIAGONAL CROSSROAD, TURN LEFT
 KP0379'AND GO WEST ON BLADED ROAD FOR 1.3 MILES TO A REVERSE FORK,
 KP0379'CONTINUE FOR 0.05 MILE TO FORK, KEEP LEFT AND GO SOUTH FOR 1.9
 KP0379'MILES TO FORK, TAKE THE RIGHT FOR 0.05 MILE TO FORK AND
 KP0379'AZIMUTH MARK ON RIGHT, CONTINUE FOR 0.5 MILES TO A TRACK ROAD
 KP0379'RIGHT, TURN RIGHT AND FOLLOW TRACK ROAD WESTERLY FOR 1.8
 KP0379'MILES TO A DIM FORK, KEEP RIGHT AND CONTINUE THROUGH TREE
 KP0379'FOR 0.5 MILE TO BASE OF RIDGE AND END OF TRUCK TRAVEL.
 KP0379'FROM HERE PACK SOUTHWEST UP RIDGE TO SADDLE AND
 KP0379'EAST-WEST RIDGE, BEAR RIGHT AND GO WESTERLY UP RIDGE TO
 KP0379'SADDLE AND NORTH-SOUTH RIDGE, BEAR LEFT AND GO SOUTHERLY TO
 KP0379'HIGHEST POINT AND STATION.
 KP0379'
 KP0379'STATION MARK, A STANDARD TRAVERSE DISK STAMPED ALLIGATOR 1967,
 KP0379'IS SET IN A DRILL HOLE IN OUTCROPPING ROCK WHICH PROJECTS 2
 KP0379'INCHES AND ON THE HIGHEST POINT OF RIDGE.
 KP0379'
 KP0379'REFERENCE MARK 1, A STANDARD DISK STAMPED ALLIGATOR NO 1 1967,
 KP0379'IS SET IN A DRILL HOLE IN OUTCROPPING ROCK WHICH PROJECTS ABOUT
 KP0379'1 FOOT AND ABOUT 3 FEET LOWER THAN THE STATION.
 KP0379'
 KP0379'REFERENCE MARK 2, A STANDARD DISK STAMPED ALLIGATOR NO 2 1967,
 KP0379'IS SET IN A DRILL HOLE IN OUTCROPPING ROCK WHICH PROJECT 4
 KP0379'INCHES AND ABOUT 4 FEET LOWER THAN THE STATION.
 KP0379'
 KP0379'BLM (AZIMUTH MARK), A BUREAU OF LAND MANAGEMENT, U.S. CADASTRAL
 KP0379'SURVEY BRONZE CAP ON A 3 INCH METAL PIPE WHICH PROJECT 10 INCHES
 KP0379'AND STAMPED T 23N R 58E 1/4 S38 S4 T22N 1959.  THE MARK IS
 KP0379'136 FEET WEST OF CENTER OF TRACK ROAD, 23 FEET SOUTH OF CENTER
 KP0379'OF TRACK ROAD AND 1.6 FEET EAST OF WITNESS POST.  (2 HOUR
 KP0379'PACK AND A 4 WHEEL DRIVE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0867 ***********************************************************************
 MT0867  DESIGNATION -  ALLOWYHEE
 MT0867  PID         -  MT0867
 MT0867  STATE/COUNTY-  NV/ELKO
 MT0867  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0867
 MT0867                         *CURRENT SURVEY CONTROL
 MT0867  ___________________________________________________________________
 MT0867* NAD 83(1994)-  41 45 27.66951(N)    115 56 13.79753(W)     ADJUSTED  
 MT0867* NAVD 88     -      1868.1    (meters)    6129.     (feet)  VERTCON   
 MT0867  ___________________________________________________________________
 MT0867  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 MT0867  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 MT0867
 MT0867  HORZ ORDER  -  THIRD
 MT0867
 MT0867.The horizontal coordinates were established by classical geodetic methods
 MT0867.and adjusted by the National Geodetic Survey in June 1998..
 MT0867
 MT0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0867
 MT0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0867
 MT0867.The geoid height was determined by GEOID03.
 MT0867
 MT0867;                    North         East     Units Scale Factor Converg.
 MT0867;SPC NV E     - 8,777,847.225   170,576.663   MT  0.99991065   -0 14 08.3
 MT0867;SPC NV E     -28,798,653.77    559,633.60   sFT  0.99991065   -0 14 08.3
 MT0867;UTM  11      - 4,623,418.746   588,355.115   MT  0.99969606   +0 42 28.3
 MT0867
 MT0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0867!SPC NV E     -   0.99970968  x   0.99991065  =   0.99962036
 MT0867!UTM  11      -   0.99970968  x   0.99969606  =   0.99940583
 MT0867
 MT0867|---------------------------------------------------------------------|
 MT0867| PID    Reference Object                     Distance      Geod. Az  |
 MT0867|                                                           dddmmss.s |
 MT0867| CS8445 ALLOWYHEE RM 2                        5.727 METERS 14718     |
 MT0867| CS8444 ALLOWYHEE RM 1                        3.383 METERS 29920     |
 MT0867|---------------------------------------------------------------------|
 MT0867
 MT0867                          SUPERSEDED SURVEY CONTROL
 MT0867
 MT0867  NAD 83(1986)-  41 45 27.67039(N)    115 56 13.79282(W) AD(       ) 3
 MT0867  NGVD 29 (11/02/93) 1866.9    (m)         6125.     (f) VERT ANG       
 MT0867
 MT0867.Superseded values are not recommended for survey control.
 MT0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0867.See file dsdata.txt to determine how the superseded data were derived.
 MT0867
 MT0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG8835523419(NAD 83)
 MT0867_MARKER: DS = TRIANGULATION STATION DISK
 MT0867_SETTING: 80 = SET IN A BOULDER
 MT0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0867+STABILITY: SURFACE MOTION
 MT0867
 MT0867  HISTORY     - Date     Condition        Report By
 MT0867  HISTORY     - 1936     MONUMENTED       USGS
 MT0867  HISTORY     - 1955     GOOD             USGS
 MT0867
 MT0867                          STATION DESCRIPTION
 MT0867
 MT0867'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 MT0867'LOCATED ABOUT 8 MI S. OF MOUNTAIN CITY, 3.5 MI S. OF MOUNTAIN
 MT0867'CITY RANGER STATION.  ON HIGH POINT OF RIDGE BETWEEN TRAIL CREEK
 MT0867'AND OWYHEE RIVER.
 MT0867'
 MT0867'TO REACH FROM MOUNTAIN CITY, FOLLOW ELKO RD. S. PAST RANGER
 MT0867'STATION TO FORK ABOUT 0.5 MI AFTER CROSSING CHICKEN CREEK.  LEAVE
 MT0867'MAIN RD. FOLLOWING PRIVATE RD. LEFT ABOUT 0.25 MI.  LEAVE RD. LEFT
 MT0867'UP GRADE PAST FENCE CORNER TO TOP OF RIDGE.  LEAVE TRUCK AND CROSS
 MT0867'TRAIL CREEK ON CONCRETE DAM JUST N. OF FENCE LINE.  KEEP N. ALONG
 MT0867'FENCE TO TOP OF RIDGE, AFTER CROSSING FENCE LINE TURN E. UP RIDGE
 MT0867'TO STATION.  (IN DRY WEATHER WHEN MEADOW ON TRAIL CREEK IS NOT
 MT0867'FLOODED, TRUCK CAN BE TAKEN ACROSS TRAIL CREEK AT NORTH END OF
 MT0867'MEADOW TO ABANDONED SCHOOLHOUSE ABOUT 0.5 MI N. OF STATION.  RD.
 MT0867'CROSSING TRAIL CREEK LEAVES MAIN ELKO RD. JUST N. OF CHICKEN
 MT0867'CREEK AND GOES BY ROCK HOUSE AT WEST EDGE OF MEADOW.)
 MT0867'
 MT0867'STATION MARK--STANDARD TABLET STAMPED---ALLOWYHEE 1936---, CEMENTED
 MT0867'IN ROCK.
 MT0867'
 MT0867'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN
 MT0867'PROMINENT EMBEDDED BOULDER.
 MT0867'
 MT0867'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN
 MT0867'PROMINENT EMBEDDED BOULDER.
 MT0867
 MT0867                          STATION RECOVERY (1955)
 MT0867
 MT0867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MT0867'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0516 ***********************************************************************
 KQ0516  DESIGNATION -  ALMA
 KQ0516  PID         -  KQ0516
 KQ0516  STATE/COUNTY-  NV/EUREKA
 KQ0516  USGS QUAD   -  JACKRABBIT SPRING (1989)
 KQ0516
 KQ0516                         *CURRENT SURVEY CONTROL
 KQ0516  ___________________________________________________________________
 KQ0516* NAD 83(1994)-  39 26 19.16065(N)    116 33 39.17207(W)     ADJUSTED  
 KQ0516* NAVD 88     -      2055.0    (meters)    6742.     (feet)  VERTCON   
 KQ0516  ___________________________________________________________________
 KQ0516  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 KQ0516  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 KQ0516
 KQ0516  HORZ ORDER  -  SECOND
 KQ0516
 KQ0516.The horizontal coordinates were established by classical geodetic methods
 KQ0516.and adjusted by the National Geodetic Survey in June 1998..
 KQ0516
 KQ0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0516
 KQ0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0516
 KQ0516.The geoid height was determined by GEOID03.
 KQ0516
 KQ0516;                    North         East     Units Scale Factor Converg.
 KQ0516;SPC NV E     - 8,520,749.074   115,851.526   MT  0.99998715   -0 37 15.7
 KQ0516;SPC NV E     -27,955,157.59    380,089.55   sFT  0.99998715   -0 37 15.7
 KQ0516;SPC NV C     - 6,520,298.376   509,106.059   MT  0.99990102   +0 04 01.9
 KQ0516;SPC NV C     -21,392,012.26  1,670,292.13   sFT  0.99990102   +0 04 01.9
 KQ0516;UTM  11      - 4,365,548.508   537,788.247   MT  0.99961758   +0 16 44.2
 KQ0516
 KQ0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0516!SPC NV E     -   0.99968105  x   0.99998715  =   0.99966821
 KQ0516!SPC NV C     -   0.99968105  x   0.99990102  =   0.99958211
 KQ0516!UTM  11      -   0.99968105  x   0.99961758  =   0.99929876
 KQ0516
 KQ0516|---------------------------------------------------------------------|
 KQ0516| PID    Reference Object                     Distance      Geod. Az  |
 KQ0516|                                                           dddmmss.s |
 KQ0516| DD5284 ALMA RM 1                             6.768 METERS 06002     |
 KQ0516| KQ0514 ALMA CAIRN                           16.000 METERS 17318     |
 KQ0516| DD5283 ALMA AZ MK                                         2224040.3 |
 KQ0516| DD5285 ALMA RM 2                             9.472 METERS 34155     |
 KQ0516|---------------------------------------------------------------------|
 KQ0516
 KQ0516                          SUPERSEDED SURVEY CONTROL
 KQ0516
 KQ0516  NAD 83(1986)-  39 26 19.16031(N)    116 33 39.16550(W) AD(       ) 2
 KQ0516  NAD 27      -  39 26 19.41800(N)    116 33 35.89600(W) AD(       ) 2
 KQ0516  NGVD 29 (07/19/86) 2053.7    (m)         6738.     (f) VERT ANG       
 KQ0516
 KQ0516.Superseded values are not recommended for survey control.
 KQ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0516.See file dsdata.txt to determine how the superseded data were derived.
 KQ0516
 KQ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND3778865549(NAD 83)
 KQ0516_MARKER: DS = TRIANGULATION STATION DISK
 KQ0516_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0516
 KQ0516  HISTORY     - Date     Condition        Report By
 KQ0516  HISTORY     - 1954     MONUMENTED       CGS
 KQ0516
 KQ0516                          STATION DESCRIPTION
 KQ0516
 KQ0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0516'THE STATION IS ABOUT 30 MILES SOUTHWEST OF EUREKA, 3 MILES
 KQ0516'SOUTH OF U.S. HIGHWAY 50 AND 1 MILE EAST OF A BLADED ROAD
 KQ0516'THAT GOES TO MONITOR VALLEY AND BELMONT.  THE STATION IS
 KQ0516'ON A LOW ROUNDED HILL COVERED WITH SAGEBRUSH AND EXPOSED BEDROCK.
 KQ0516'
 KQ0516'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA, GO
 KQ0516'WEST ON U.S. HIGHWAY 50 TOWARD AUSTIN FOR 32.6 MILES TO A SIDE
 KQ0516'ROAD, LEFT, AT A SIGN MONITOR VALLEY-BELMONT.  TURN LEFT ON
 KQ0516'THE BLADED ROAD AS PER SIGN MONITOR-BELMONT, AND GO SOUTH
 KQ0516'FOR 3.5 MILES TO A CROSS ROAD AND A SIGN WILLOW RANCH.  CONTINUE
 KQ0516'STRAIGHT AHEAD, SOUTH, FOR 0.9 MILE TO A DIM FORK, LEFT, AND
 KQ0516'A SIGN PEDLAR CREEK.  TURN LEFT ON THE DIM ROAD AND GO 0.15
 KQ0516'MILE TO A DEEP DITCH, CROSS THE DITCH AND WORK YOUR WAY
 KQ0516'EAST UP THE SIDE OF THE HILL TO THE END OF TRUCK TRAVEL.
 KQ0516'PACK TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 KQ0516'
 KQ0516'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KQ0516'IN OUTCROPPING BEDROCK THAT PROJECTS 6 INCHES.  THE MARK IS
 KQ0516'STAMPED ALMA 1954.
 KQ0516'
 KQ0516'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KQ0516'IN OUTCROPPING BEDROCK THAT PROJECTS 8 INCHES ABOVE GROUND.
 KQ0516'THE MARK IS STAMPED ALMA NO 1 1954.
 KQ0516'
 KQ0516'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KQ0516'IN OUTCROPPING BEDROCK THAT PROJECTS 4 INCHES ABOVE GROUND.
 KQ0516'THE MARK IS STAMPED ALMA NO 2 1954.
 KQ0516'
 KQ0516'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL
 KQ0516'HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2 FEET ABOVE THE
 KQ0516'GROUND.  THE MARK IS STAMPED ALMA 1954.  THE MARK IS NEAR
 KQ0516'THE SOUTH END OF A RIDGE OF OUTCROPPING BEDROCK.  THERE ARE
 KQ0516'HIGHER POINTS JUST TO THE WEST AND NORTH OF THE MARK, AND
 KQ0516'IT IS 12 FEET SOUTH OF A WHITE WITNESS POST.  TO REACH
 KQ0516'THE AZIMUTH MARK FROM THE STATION, GO WEST FROM THE STATION
 KQ0516'TO THE WEST SIDE OF THE DEEP DITCH.  TURN LEFT AND GO SOUTH
 KQ0516'ALONG THE DITCH TO THE ONLY ROCK FORMATION IN THE VICINITY
 KQ0516'AND THE AZIMUTH MARK AS DESCRIBED.
 KQ0516'
 KQ0516'A CAIRN 8 FEET HIGH AND 4 FEET IN DIAMETER IS ON THE HIGHEST
 KQ0516'POINT OF THE HILL.
 KQ0516'
 KQ0516'IT IS A 10 MINUTE PACK TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0514 ***********************************************************************
 KQ0514  DESIGNATION -  ALMA CAIRN
 KQ0514  PID         -  KQ0514
 KQ0514  STATE/COUNTY-  NV/EUREKA
 KQ0514  USGS QUAD   -  JACKRABBIT SPRING (1989)
 KQ0514
 KQ0514                         *CURRENT SURVEY CONTROL
 KQ0514  ___________________________________________________________________
 KQ0514* NAD 83(1994)-  39 26 18.64538(N)    116 33 39.09402(W)     ADJUSTED  
 KQ0514* NAVD 88     -      2055.     (meters)    6742.     (feet)  SCALED    
 KQ0514  ___________________________________________________________________
 KQ0514  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 KQ0514  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 KQ0514
 KQ0514  HORZ ORDER  -  THIRD
 KQ0514
 KQ0514.The horizontal coordinates were established by classical geodetic methods
 KQ0514.and adjusted by the National Geodetic Survey in June 1998..
 KQ0514
 KQ0514.The orthometric height was scaled from a topographic map.
 KQ0514
 KQ0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0514
 KQ0514.The geoid height was determined by GEOID03.
 KQ0514
 KQ0514;                    North         East     Units Scale Factor Converg.
 KQ0514;SPC NV E     - 8,520,733.164   115,853.220   MT  0.99998715   -0 37 15.6
 KQ0514;SPC NV E     -27,955,105.39    380,095.11   sFT  0.99998715   -0 37 15.6
 KQ0514;SPC NV C     - 6,520,282.489   509,107.944   MT  0.99990102   +0 04 02.0
 KQ0514;SPC NV C     -21,391,960.13  1,670,298.31   sFT  0.99990102   +0 04 02.0
 KQ0514;UTM  11      - 4,365,532.632   537,790.190   MT  0.99961758   +0 16 44.3
 KQ0514
 KQ0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0514!SPC NV E     -   0.99968101  x   0.99998715  =   0.99966816
 KQ0514!SPC NV C     -   0.99968101  x   0.99990102  =   0.99958206
 KQ0514!UTM  11      -   0.99968101  x   0.99961758  =   0.99929871
 KQ0514
 KQ0514                          SUPERSEDED SURVEY CONTROL
 KQ0514
 KQ0514  NAD 83(1986)-  39 26 18.64504(N)    116 33 39.08746(W) AD(       ) 4
 KQ0514  NAD 27      -  39 26 18.90000(N)    116 33 35.82000(W) AD(       ) 3
 KQ0514
 KQ0514.Superseded values are not recommended for survey control.
 KQ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0514.See file dsdata.txt to determine how the superseded data were derived.
 KQ0514
 KQ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND3779065533(NAD 83)
 KQ0514_MARKER: 72 = CAIRN
 KQ0514
 KQ0514  HISTORY     - Date     Condition        Report By
 KQ0514  HISTORY     - 1954     FIRST OBSERVED   CGS
 KQ0514
 KQ0514                          STATION DESCRIPTION
 KQ0514
 KQ0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KQ0514'TO REACH STATION ALMA FROM THE POST OFFICE IN EUREKA, GO
 KQ0514'WEST ON U.S. HIGHWAY 50 TOWARD AUSTIN FOR 32.6 MILES TO A SIDE
 KQ0514'ROAD, LEFT, AT A SIGN MONITOR VALLEY-BELMONT.  TURN LEFT ON
 KQ0514'THE BLADED ROAD AS PER SIGN MONITOR-BELMONT, AND GO SOUTH
 KQ0514'FOR 3.5 MILES TO A CROSS ROAD AND A SIGN WILLOW RANCH.  CONTINUE
 KQ0514'STRAIGHT AHEAD, SOUTH, FOR 0.9 MILE TO A DIM FORK, LEFT, AND
 KQ0514'A SIGN PEDLAR CREEK.  TURN LEFT ON THE DIM ROAD AND GO 0.15
 KQ0514'MILE TO A DEEP DITCH, CROSS THE DITCH AND WORK YOUR WAY
 KQ0514'EAST UP THE SIDE OF THE HILL TO THE END OF TRUCK TRAVEL.
 KQ0514'PACK TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 KQ0514'
 KQ0514'A CAIRN 8 FEET HIGH AND 4 FEET IN DIAMETER IS ON THE HIGHEST
 KQ0514'POINT OF THE HILL.
 KQ0514'
 KQ0514'IT IS A 10 MINUTE PACK TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0692 ***********************************************************************
 LS0692  DESIGNATION -  ALPHA
 LS0692  PID         -  LS0692
 LS0692  STATE/COUNTY-  NV/PERSHING
 LS0692  USGS QUAD   -  ALPHA MOUNTAIN (1971)
 LS0692
 LS0692                         *CURRENT SURVEY CONTROL
 LS0692  ___________________________________________________________________
 LS0692* NAD 83(1994)-  40 48 42.46625(N)    118 18 52.00159(W)     ADJUSTED  
 LS0692* NAVD 88     -      1638.1    (meters)    5374.     (feet)  VERTCON   
 LS0692  ___________________________________________________________________
 LS0692  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 LS0692  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 LS0692
 LS0692  HORZ ORDER  -  THIRD
 LS0692
 LS0692.The horizontal coordinates were established by classical geodetic methods
 LS0692.and adjusted by the National Geodetic Survey in June 1998..
 LS0692
 LS0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0692
 LS0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0692
 LS0692.The geoid height was determined by GEOID03.
 LS0692
 LS0692;                    North         East     Units Scale Factor Converg.
 LS0692;SPC NV W     - 4,672,782.043   822,684.951   MT  0.99990633   +0 10 32.7
 LS0692;SPC NV W     -15,330,619.09  2,699,092.21   sFT  0.99990633   +0 10 32.7
 LS0692;UTM  11      - 4,518,696.204   389,137.885   MT  0.99975127   -0 51 33.0
 LS0692
 LS0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0692!SPC NV W     -   0.99974645  x   0.99990633  =   0.99965281
 LS0692!UTM  11      -   0.99974645  x   0.99975127  =   0.99949778
 LS0692
 LS0692                          SUPERSEDED SURVEY CONTROL
 LS0692
 LS0692  NAD 83(1986)-  40 48 42.47295(N)    118 18 51.99618(W) AD(       ) 3
 LS0692  NGVD 29 (07/11/94) 1637.1    (m)         5371.     (f) VERT ANG       
 LS0692
 LS0692.Superseded values are not recommended for survey control.
 LS0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0692.See file dsdata.txt to determine how the superseded data were derived.
 LS0692
 LS0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF8913818696(NAD 83)
 LS0692_MARKER: DS = TRIANGULATION STATION DISK
 LS0692_SETTING: 0 = UNSPECIFIED SETTING
 LS0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0692
 LS0692  HISTORY     - Date     Condition        Report By
 LS0692  HISTORY     - 1938     MONUMENTED       USGS
 LS0692
 LS0692                          STATION DESCRIPTION
 LS0692
 LS0692'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 LS0692'NOTE BY USGS, 1971--REFERENCE MARK NO. 1 AND NO. 2 NOT STAMPED.
 LS0692'REFERENCE MARK NO. 2 IS 27.04 FT. FROM STATION MARK.
 LS0692'
 LS0692'LOCATED 38 MI. W. OF WINNEMUCCA, 7 MI. S. OF VENADO (A STATION ON THE
 LS0692'WESTERN PACIFIC RAILROAD), ON HIGHEST POINT OF ALPHA MOUNTAIN, A
 LS0692'PROMINENT BUTTE.
 LS0692'
 LS0692'A TRUCK CAN BE DRIVEN FROM VENADO TO FOOT OF BUTTE.
 LS0692'
 LS0692'STATION MARK--STANDARD TABLET STAMPED----ALPHA 1938----SET IN ROCK.
 LS0692'
 LS0692'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET SET IN ROCK,
 LS0692'19.72 FT. FROM STATION MARK 172 DEGREES 09 MINUTES.
 LS0692'
 LS0692'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET SET IN ROCK,
 LS0692'27.04 FT. FROM STATION MARK 266 DEGREES 23 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8024 ***********************************************************************
 AH8024  DESIGNATION -  ALPHA
 AH8024  PID         -  AH8024
 AH8024  STATE/COUNTY-  NV/EUREKA
 AH8024  USGS QUAD   -  MINERAL HILL SW (1986)
 AH8024
 AH8024                         *CURRENT SURVEY CONTROL
 AH8024  ___________________________________________________________________
 AH8024* NAD 83(1994)-  40 00 04.09786(N)    116 12 09.59355(W)     ADJUSTED  
 AH8024* NAVD 88     -      1857.2    (meters)    6093.     (feet)  VERTCON   
 AH8024  ___________________________________________________________________
 AH8024  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 AH8024  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 AH8024
 AH8024  HORZ ORDER  -  THIRD
 AH8024
 AH8024.The horizontal coordinates were established by classical geodetic methods
 AH8024.and adjusted by the National Geodetic Survey in February 1999..
 AH8024
 AH8024.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8024
 AH8024.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8024
 AH8024.The geoid height was determined by GEOID03.
 AH8024
 AH8024;                    North         East     Units Scale Factor Converg.
 AH8024;SPC NV E     - 8,582,922.532   147,118.877   MT  0.99993441   -0 23 53.2
 AH8024;SPC NV E     -28,159,138.34    482,672.52   sFT  0.99993441   -0 23 53.2
 AH8024;UTM  11      - 4,428,187.976   568,059.543   MT  0.99965702   +0 30 45.2
 AH8024
 AH8024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8024!SPC NV E     -   0.99971188  x   0.99993441  =   0.99964631
 AH8024!UTM  11      -   0.99971188  x   0.99965702  =   0.99936900
 AH8024
 AH8024                          SUPERSEDED SURVEY CONTROL
 AH8024
 AH8024  NGVD 29 (02/26/99) 1856.0    (m)         6089.     (f) VERT ANG       
 AH8024
 AH8024.Superseded values are not recommended for survey control.
 AH8024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8024.See file dsdata.txt to determine how the superseded data were derived.
 AH8024
 AH8024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE6806028188(NAD 83)
 AH8024_MARKER: DS = TRIANGULATION STATION DISK
 AH8024_SETTING: 80 = SET IN A BOULDER
 AH8024_PROJECTION: FLUSH
 AH8024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8024+STABILITY: SURFACE MOTION
 AH8024
 AH8024  HISTORY     - Date     Condition        Report By
 AH8024  HISTORY     - 1936     MONUMENTED       USGS
 AH8024
 AH8024                          STATION DESCRIPTION
 AH8024
 AH8024'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 AH8024'LOCATED 0.8 MI SW. OF ALPHA, A STATION ON EUREKA-NEVADA RR., ABOUT 0.5
 AH8024'MI SW. OF EUREKA LAND AND CATTLE COMPANY RANCH BUILDINGS. ON SMOOTH,
 AH8024'ROUNDED KNOLL WHICH EXTENDS FARTHEST TO N. FROM FOOTHILLS ON WEST SIDE
 AH8024'OF HERDERSON CREEK, ON HIGHEST PART OF SUMMIT.
 AH8024'TO REACH FROM EUREKA LAND AND CATTLE COMPANY RANCH, DRIVE THROUGH GATE
 AH8024'JUST S. OF HOUSE ON WEST SIDE OF RD. CROSS CREEK ON RANCH BRIDGE AND
 AH8024'OUT THROUGH GATE IN WEST PASTURE FENCE. BEAR LEFT UP RIDGE HAVING MOST
 AH8024'GENTLE SLOPE CROSS-COUNTRY TO SADDLE SE. OF KNOLL. THENCE NW. UP SLOPE
 AH8024'TO SUMMIT.
 AH8024'STATION MARK--STANDARD TABLET STAMPED---ALPHA 1936---, CEMENTED IN TOP
 AH8024'OF LAVA BOULDER SET IN GROUND.
 AH8024'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN LAVA BOULDER
 AH8024'SET IN GROUND.
 AH8024'RM 2--STANDARD RM TABLET STAMPING UNKNOWN, CEMENTED IN LAVA BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0550 ***********************************************************************
 KQ0550  DESIGNATION -  ALPINE
 KQ0550  PID         -  KQ0550
 KQ0550  STATE/COUNTY-  NV/CHURCHILL
 KQ0550  USGS QUAD   -  BYERS RANCH (1990)
 KQ0550
 KQ0550                         *CURRENT SURVEY CONTROL
 KQ0550  ___________________________________________________________________
 KQ0550* NAD 83(1986)-  39 36 08.     (N)    117 44 12.     (W)     SCALED    
 KQ0550* NAVD 88     -      1581.70   (+/-2cm)    5189.3    (feet)  VERTCON   
 KQ0550  ___________________________________________________________________
 KQ0550  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 KQ0550
 KQ0550  VERT ORDER  -  THIRD ? (See Below)
 KQ0550
 KQ0550.The horizontal coordinates were scaled from a topographic map and have
 KQ0550.an estimated accuracy of +/- 6 seconds.
 KQ0550
 KQ0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0550.The vertical order pertains to the NGVD 29 superseded value.
 KQ0550
 KQ0550.The geoid height was determined by GEOID03.
 KQ0550
 KQ0550;                    North         East    Units  Estimated Accuracy
 KQ0550;SPC NV W     - 4,538,790.      872,710.      MT  (+/- 180 meters Scaled)
 KQ0550
 KQ0550                          SUPERSEDED SURVEY CONTROL
 KQ0550
 KQ0550  NGVD 29 (07/19/86) 1580.60   (m)         5185.7    (f) LEVELING    3  
 KQ0550
 KQ0550.Superseded values are not recommended for survey control.
 KQ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0550.See file dsdata.txt to determine how the superseded data were derived.
 KQ0550
 KQ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD367838(NAD 83)
 KQ0550
 KQ0550  HISTORY     - Date     Condition        Report By
 KQ0550  HISTORY     - 1954     MONUMENTED       CGS
 KQ0550
 KQ0550                          STATION DESCRIPTION
 KQ0550
 KQ0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KQ0550'PRE-EARTHQUAKE POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0483 ***********************************************************************
 KQ0483  DESIGNATION -  ALPINE
 KQ0483  PID         -  KQ0483
 KQ0483  STATE/COUNTY-  NV/CHURCHILL
 KQ0483  USGS QUAD   -  BYERS RANCH (1990)
 KQ0483
 KQ0483                         *CURRENT SURVEY CONTROL
 KQ0483  ___________________________________________________________________
 KQ0483* NAD 83(1994)-  39 36 07.49182(N)    117 44 12.17604(W)     ADJUSTED  
 KQ0483* NAVD 88     -      1580.3    (meters)    5185.     (feet)  VERTCON   
 KQ0483  ___________________________________________________________________
 KQ0483  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 KQ0483  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 KQ0483
 KQ0483  HORZ ORDER  -  THIRD
 KQ0483
 KQ0483.The horizontal coordinates were established by classical geodetic methods
 KQ0483.and adjusted by the National Geodetic Survey in June 1998..
 KQ0483
 KQ0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0483
 KQ0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0483
 KQ0483.The geoid height was determined by GEOID03.
 KQ0483
 KQ0483;                    North         East     Units Scale Factor Converg.
 KQ0483;SPC NV W     - 4,538,778.022   872,707.081   MT  0.99996506   +0 32 22.9
 KQ0483;SPC NV W     -14,890,974.23  2,863,206.48   sFT  0.99996506   +0 32 22.9
 KQ0483;SPC NV C     - 6,538,982.631   408,104.394   MT  1.00000394   -0 40 55.7
 KQ0483;SPC NV C     -21,453,312.18  1,338,922.50   sFT  1.00000394   -0 40 55.7
 KQ0483;UTM  11      - 4,383,852.847   436,750.350   MT  0.99964925   -0 28 10.7
 KQ0483
 KQ0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0483!SPC NV W     -   0.99975568  x   0.99996506  =   0.99972075
 KQ0483!SPC NV C     -   0.99975568  x   1.00000394  =   0.99975962
 KQ0483!UTM  11      -   0.99975568  x   0.99964925  =   0.99940501
 KQ0483
 KQ0483|---------------------------------------------------------------------|
 KQ0483| PID    Reference Object                     Distance      Geod. Az  |
 KQ0483|                                                           dddmmss.s |
 KQ0483| DA8646 ALPINE RM 2                          16.320 METERS 05735     |
 KQ0483| DA8644 ALPINE AZ MK                                       2225600.7 |
 KQ0483| DA8645 ALPINE RM 1                           9.379 METERS 32622     |
 KQ0483| KQ0484 MT GRANT CAIRN                      APPROX.11.0 KM 3265627.1 |
 KQ0483|---------------------------------------------------------------------|
 KQ0483
 KQ0483                          SUPERSEDED SURVEY CONTROL
 KQ0483
 KQ0483  NAD 83(1986)-  39 36 07.49908(N)    117 44 12.16259(W) AD(       ) 3
 KQ0483  NAD 27      -  39 36 07.78100(N)    117 44 08.74600(W) AD(       ) 3
 KQ0483  NGVD 29 (02/26/99) 1579.2    (m)         5181.     (f) VERT ANG       
 KQ0483
 KQ0483.Superseded values are not recommended for survey control.
 KQ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0483.See file dsdata.txt to determine how the superseded data were derived.
 KQ0483
 KQ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD3675083853(NAD 83)
 KQ0483_MARKER: DS = TRIANGULATION STATION DISK
 KQ0483_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KQ0483_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KQ0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0483+STABILITY: SURFACE MOTION
 KQ0483
 KQ0483  HISTORY     - Date     Condition        Report By
 KQ0483  HISTORY     - 1954     MONUMENTED       CGS
 KQ0483  HISTORY     - 1958     GOOD             CGS
 KQ0483  HISTORY     - 1959     GOOD             CGS
 KQ0483  HISTORY     - 1965     GOOD             USGS
 KQ0483
 KQ0483                          STATION DESCRIPTION
 KQ0483
 KQ0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0483'THE STATION IS LOCATED ABOUT 58 MILES AIR LINE EAST-NORTHEAST
 KQ0483'OF FALLON, 36 MILES AIR LINE WEST-NORTHWEST OF AUSTIN AND 20
 KQ0483'MILES AIR LINE NORTH-NORTHEAST OF EAST GATE.  IT IS ON THE
 KQ0483'NORTHWEST SIDE OF A GRAVELED ROAD WHICH IS SAID TO BE THE OLD
 KQ0483'LINCOLN HIGHWAY.
 KQ0483'
 KQ0483'TO REACH FROM THE POST OFFICE IN AUSTIN, FOLLOW U.S. HIGHWAY
 KQ0483'50 WESTERLY FOR 55.0 MILES TO EAST GATE.  FROM EAST GATE, GO NORTH
 KQ0483'ON THE GRAVELED ROAD FOR 12.75 MILES TO THE OLD ALPINE RANCH,
 KQ0483'CONTINUE NORTHERLY ON THE MAIN ROAD FOR 4.05 MILES TO THE CLAN
 KQ0483'ALPINE RANCH.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A Y-FORK,
 KQ0483'TAKE RIGHT FORK, EAST, AND FOLLOW MAIN ROAD EAST AND NORTHEAST
 KQ0483'FOR 5.7 MILES TO THE AZIMUTH MARK ON THE RIGHT, SOUTHEAST, SIDE
 KQ0483'OF THE ROAD.  CONTINUE NORTHERLY FOR 0.55 MILE TO THE STATION
 KQ0483'ON THE LEFT SIDE OF THE ROAD.
 KQ0483'
 KQ0483'THE STATION, UNDERGROUND AND ALL MARKS ARE STANDARD DISKS SET
 KQ0483'IN CONCRETE CYLINDERS.
 KQ0483'
 KQ0483'THE STATION MARK, STAMPED ALPINE 1954, IS 38 FEET NORTHWEST
 KQ0483'OF THE CENTER LINE OF THE GRAVELED ROAD AND 66.5 FEET
 KQ0483'NORTH-NORTHEAST OF THE CENTER OF A METAL CULVERT.  THE MARK PROJECTS
 KQ0483'ABOUT 1 INCH ABOVE THE GROUND.
 KQ0483'
 KQ0483'REFERENCE MARK 1, STAMPED ALPINE NO 1 1954, IS 88 FEET NORTH OF
 KQ0483'THE CENTER OF THE METAL CULVERT AND 69 FEET NORTHWEST OF THE
 KQ0483'CENTER OF THE GRAVELED ROAD.  THE MARK IS FLUSH WITH THE GROUND.
 KQ0483'
 KQ0483'REFERENCE MARK 2, STAMPED ALPINE NO 2 1954, IS FLUSH WITH THE
 KQ0483'GROUND AND IS 41 FEET NORTHWEST OF THE CENTER OF THE GRAVELED
 KQ0483'ROAD.
 KQ0483'
 KQ0483'THE AZIMUTH MARK, STAMPED ALPINE 1954, IS 30 FEET SOUTHEAST OF THE
 KQ0483'CENTER OF THE GRAVELED ROAD AND THE MARK PROJECTS ABOUT 2 INCHES
 KQ0483'ABOVE THE GROUND.
 KQ0483
 KQ0483                          STATION RECOVERY (1958)
 KQ0483
 KQ0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KQ0483'ALL MARKS AT THE STATION WERE RECOVERED IN GOOD CONDITION.
 KQ0483'A NEW DESCRIPTION FOLLOWS--
 KQ0483'
 KQ0483'THE STATION IS LOCATED AIRLINE ABOUT 20 MILES NORTH-NORTHEAST OF
 KQ0483'EASTGATE, 56 MILES EAST OF FALLON, 36 MILES WEST OF AUSTIN, AND 2
 KQ0483'MILES SOUTHWEST OF THE SOUTH END OF THE DRY LAKE IN THE VALLEY
 KQ0483'BETWEEN THE CLAN ALPINE MOUNTAINS ON THE WEST AND THE DESATOYA
 KQ0483'MOUNTAINS ON THE EAST.
 KQ0483'
 KQ0483'THE OLD ROAD TO THE STATION IS WASHED OUT IN SEVERAL PLACES,
 KQ0483'AND A WAY WAS FOUND TO REACH THE STATION FROM A NEWER ROAD UP THE
 KQ0483'WEST SIDE OF THE VALLEY.  TO REACH THE STATION FROM EASTGATE
 KQ0483'ON U.S. HIGHWAY 50, GO NORTH ON THE GRADED ROAD FOR 12.5 MILES
 KQ0483'TO THE OLD ALPINE RANCH ON THE RIGHT.  CONTINUE NORTH 0.3 MILE
 KQ0483'TO A FORK.  FOLLOW ON THE MAIN ROAD, LEFT FORK, AND GO NORTH
 KQ0483'4.0 MILES TO THE CLAN ALPINE RANCH AND A SMALL BRIDGE ACROSS AN
 KQ0483'IRRIGATION DITCH.  BEAR RIGHT AROUND A FENCE CORNER AND
 KQ0483'CONTINUE NORTH ON THE MAIN ROAD 7.2 MILES TO A SIDE ROAD ON THE
 KQ0483'RIGHT AND A SIGN, TUNGSTEN MT. MINING CAMP.  TURN RIGHT AND
 KQ0483'GO EAST 0.8 MILE TO A SIDE ROAD SHARP ON THE LEFT.
 KQ0483'CONTINUE STRAIGHT AHEAD 0.2 MILE TO A CROSSROAD JUST
 KQ0483'BEFORE REACHING A RANCH ON THE LEFT.  TURN RIGHT AND GO
 KQ0483'SOUTH 1.6 MILES TO THE STATION ON THE RIGHT.
 KQ0483'
 KQ0483'THE STATION MARK IS A STANDARD DISK STAMPED ALPINE 1954 CEMENTED
 KQ0483'IN THE TOP OF AN 18-INCH CONCRETE CYLINDER WHICH PROJECTS 3
 KQ0483'INCHES ABOVE GROUND.  IT IS 40.2 FEET NORTHWEST OF THE CENTER
 KQ0483'OF A GRAVEL ROAD, 62 FEET NORTH-NORTHWEST OF THE NORTHWEST END
 KQ0483'OF A METAL CULVERT, AND 4.7 FEET WEST OF A WITNESS POST.
 KQ0483'
 KQ0483'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ALPINE
 KQ0483'NO 1 1954 CEMENTED IN THE TOP OF AN 18-INCH CONCRETE CYLINDER
 KQ0483'FLUSH WITH THE GROUND.  IT IS AT THE SAME ELEVATION AS THE STATION.
 KQ0483'
 KQ0483'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ALPINE
 KQ0483'NO 2 1954 CEMENTED IN THE TOP OF AN 18-INCH CONCRETE CYLINDER
 KQ0483'FLUSH WITH THE GROUND.  IT IS 41.4 FEET NORTHWEST OF THE
 KQ0483'CENTER OF THE GRAVEL ROAD AND AT THE SAME ELEVATION AS THE
 KQ0483'STATION.
 KQ0483'
 KQ0483'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALPINE 1954 CEMENTED
 KQ0483'IN THE TOP OF A 14-INCH CONCRETE CYLINDER PROJECTING 2 INCHES
 KQ0483'ABOVE GROUND.  IT IS ABOUT 30 FEET SOUTHEAST OF THE CENTER OF
 KQ0483'A GRAVEL ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 KQ0483'CONTINUE SOUTH AND SOUTHWEST ON THE GRAVEL ROAD PAST THE STATION
 KQ0483'FOR 0.6 MILE TO THE MARK ON THE LEFT.
 KQ0483
 KQ0483                          STATION RECOVERY (1959)
 KQ0483
 KQ0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 KQ0483'STATION WAS RECOVERED AS DESCRIBED BY IVAN L. CRABBE IN 1958.
 KQ0483
 KQ0483                          STATION RECOVERY (1965)
 KQ0483
 KQ0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KQ0483'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-4, STATION 1007.
 KQ0483'STATION WAS REACHED BY HELICOPTER. NOTE BY USGS, 1965--REFERENCE MARK
 KQ0483'NO. 1 COULD NOT BE FOUND. STATION MARK--A STANDARD DISK
 KQ0483'STAMPED---ALPINE 1954---, SET IN A CONCRETE CYLINDER WHICH PROJECTS
 KQ0483'ABOUT 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1610 ***********************************************************************
 KR1610  DESIGNATION -  ALT
 KR1610  PID         -  KR1610
 KR1610  STATE/COUNTY-  NV/LYON
 KR1610  USGS QUAD   -  SILVER SPRINGS SOUTH (1985)
 KR1610
 KR1610                         *CURRENT SURVEY CONTROL
 KR1610  ___________________________________________________________________
 KR1610* NAD 83(1994)-  39 22 02.58848(N)    119 14 07.86628(W)     ADJUSTED  
 KR1610* NAVD 88     -      1285.0    (meters)    4216.     (feet)  VERTCON   
 KR1610  ___________________________________________________________________
 KR1610  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 KR1610  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 KR1610
 KR1610  HORZ ORDER  -  SECOND
 KR1610
 KR1610.The horizontal coordinates were established by classical geodetic methods
 KR1610.and adjusted by the National Geodetic Survey in June 1998..
 KR1610
 KR1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1610
 KR1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1610
 KR1610.The geoid height was determined by GEOID03.
 KR1610
 KR1610;                    North         East     Units Scale Factor Converg.
 KR1610;SPC NV W     - 4,512,584.078   743,802.260   MT  0.99993887   -0 24 49.3
 KR1610;SPC NV W     -14,805,036.26  2,440,291.25   sFT  0.99993887   -0 24 49.3
 KR1610;UTM  11      - 4,359,930.756   307,417.934   MT  1.00005666   -1 25 06.3
 KR1610
 KR1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1610!SPC NV W     -   0.99980227  x   0.99993887  =   0.99974115
 KR1610!UTM  11      -   0.99980227  x   1.00005666  =   0.99985891
 KR1610
 KR1610:                Primary Azimuth Mark                     Grid Az
 KR1610:SPC NV W     -  ALT AZ MK                                009 53 00.5
 KR1610:UTM  11      -  ALT AZ MK                                010 53 17.5
 KR1610
 KR1610|---------------------------------------------------------------------|
 KR1610| PID    Reference Object                     Distance      Geod. Az  |
 KR1610|                                                           dddmmss.s |
 KR1610| DB6159 ALT AZ MK                                          0092811.2 |
 KR1610| DB6160 ALT RM 1                             15.015 METERS 19157     |
 KR1610| KR1631 CHURCHILL BUTTE                     APPROX. 6.0 KM 2393058.0 |
 KR1610| DB6161 ALT RM 2                             14.215 METERS 27215     |
 KR1610|---------------------------------------------------------------------|
 KR1610
 KR1610                          SUPERSEDED SURVEY CONTROL
 KR1610
 KR1610  NAD 83(1992)-  39 22 02.59278(N)    119 14 07.85381(W) AD(       ) 2
 KR1610  NAD 83(1986)-  39 22 02.59777(N)    119 14 07.84501(W) AD(       ) 2
 KR1610  NAD 27      -  39 22 02.89800(N)    119 14 04.25100(W) AD(       ) 2
 KR1610  NGVD 29 (07/19/86) 1284.0    (m)         4213.     (f) VERT ANG       
 KR1610
 KR1610.Superseded values are not recommended for survey control.
 KR1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1610.See file dsdata.txt to determine how the superseded data were derived.
 KR1610
 KR1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0741859931(NAD 83)
 KR1610_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1610
 KR1610  HISTORY     - Date     Condition        Report By
 KR1610  HISTORY     - 1951     MONUMENTED       CGS
 KR1610  HISTORY     - 1961     SEE DESCRIPTION  NVDH
 KR1610
 KR1610                          STATION DESCRIPTION
 KR1610
 KR1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1610'THE STATION IS LOCATED IN OPEN COUNTRY ON THE WEST SIDE OF
 KR1610'CHURCHILL BASIN, ALONG U.S. HIGHWAY 395 ALTERNATE.
 KR1610'
 KR1610'REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS 50 AND 395
 KR1610'ALTERNATE BY DRIVING SOUTH ON U.S. HIGHWAY 395 ALTERNATE
 KR1610'FOR 3.05 MILES TO THE AZIMUTH MARK ON THE RIGHT (WEST) SIDE
 KR1610'OF ROAD.  CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO THE STATION
 KR1610'ON THE RIGHT (WEST) SIDE OF ROAD.
 KR1610'
 KR1610'THE STATION IS ABOUT 50 YARDS EAST OF A TELEPHONE POLE LINE,
 KR1610'64.8 FEET WEST OF THE CENTER OF THE HIGHWAY AND APPROXIMATELY
 KR1610'1 FOOT HIGHER THAN THE HIGHWAY AND 5 FEET SOUTH OF A 4-INCH
 KR1610'SQUARE WITNESS POST.  THE MARK IS A BRONZE DISK SET IN THE
 KR1610'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 KR1610'THE MARK IS STAMPED ALT 1951.
 KR1610'
 KR1610'REFERENCE MARK NUMBER 1 IS APPROXIMATELY 6 INCHES LOWER THAN
 KR1610'THE STATION MARK.  IT IS A STANDARD REFERENCE MARK DISK SET
 KR1610'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS ABOUT 3
 KR1610'INCHES ABOVE THE GROUND SURFACE.  THE MARK IS STAMPED ALT NO
 KR1610'1 1951.
 KR1610'
 KR1610'REFERENCE MARK NUMBER 2 IS APPROXIMATELY THE SAME ELEVATION
 KR1610'AS THE STATION MARK.  IT IS A BRONZE DISK SET IN THE TOP
 KR1610'OF A ROUND CONCRETE POST THAT PROJECTS ABOUT 1 INCH ABOVE
 KR1610'THE SURROUNDING SURFACE.  THE MARK IS STAMPED ALT NO 2 1951.
 KR1610'
 KR1610'THE AZIMUTH MARK IS APPROXIMATELY 50 YARDS EAST OF A TELEPHONE
 KR1610'POLE LINE, 20 PACES WEST AND APPROXIMATELY 1 FOOT HIGHER
 KR1610'THAN THE CENTER OF THE HIGHWAY.  IT IS A STANDARD AZIMUTH
 KR1610'MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 KR1610'2 INCHES ABOVE THE GROUND.  THE MARK IS 5 FEET WEST OF A 4-INCH
 KR1610'SQUARE WITNESS POST AND STAMPED ALT 1951.
 KR1610
 KR1610                          STATION RECOVERY (1961)
 KR1610
 KR1610'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 KR1610'AZIMUTH MARK WAS FOUND DESTROYED.  STATION WAS RECOVERED
 KR1610'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1956 ***********************************************************************
 GR1956  DESIGNATION -  ALTO
 GR1956  PID         -  GR1956
 GR1956  STATE/COUNTY-  NV/CLARK
 GR1956  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1956
 GR1956                         *CURRENT SURVEY CONTROL
 GR1956  ___________________________________________________________________
 GR1956* NAD 83(1994)-  36 13 16.81440(N)    115 10 20.43812(W)     ADJUSTED  
 GR1956* NAVD 88     -       672.3    (meters)    2206.     (feet)  VERTCON   
 GR1956  ___________________________________________________________________
 GR1956  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 GR1956  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GR1956
 GR1956  HORZ ORDER  -  SECOND
 GR1956
 GR1956.The horizontal coordinates were established by classical geodetic methods
 GR1956.and adjusted by the National Geodetic Survey in June 1998..
 GR1956
 GR1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1956
 GR1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1956
 GR1956.The geoid height was determined by GEOID03.
 GR1956
 GR1956;                    North         East     Units Scale Factor Converg.
 GR1956;SPC NV E     - 8,163,306.147   236,948.897   MT  0.99991682   +0 14 34.3
 GR1956;SPC NV E     -26,782,446.92    777,389.84   sFT  0.99991682   +0 14 34.3
 GR1956;UTM  11      - 4,010,046.921   664,269.253   MT  0.99993249   +1 04 48.8
 GR1956
 GR1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1956!SPC NV E     -   0.99989887  x   0.99991682  =   0.99981570
 GR1956!UTM  11      -   0.99989887  x   0.99993249  =   0.99983137
 GR1956
 GR1956:                Primary Azimuth Mark                     Grid Az
 GR1956:SPC NV E     -  SNIPE                                    039 06 03.7
 GR1956:UTM  11      -  SNIPE                                    038 15 49.2
 GR1956
 GR1956|---------------------------------------------------------------------|
 GR1956| PID    Reference Object                     Distance      Geod. Az  |
 GR1956|                                                           dddmmss.s |
 GR1956| GR1923 SNIPE                               APPROX. 7.2 KM 0392038.0 |
 GR1956| CC5016 ALTO RM 1                             9.590 METERS 05848     |
 GR1956| CC5017 ALTO RM 2                             9.995 METERS 15922     |
 GR1956|---------------------------------------------------------------------|
 GR1956
 GR1956                          SUPERSEDED SURVEY CONTROL
 GR1956
 GR1956  NAD 83(1994)-  36 13 16.81537(N)    115 10 20.44202(W) AD(       ) 2
 GR1956  NAD 83(1992)-  36 13 16.81553(N)    115 10 20.44355(W) AD(       ) 2
 GR1956  NAD 83(1992)-  36 13 16.81418(N)    115 10 20.44391(W) AD(       ) 2
 GR1956  NAD 83(1986)-  36 13 16.80741(N)    115 10 20.42523(W) AD(       ) 2
 GR1956  NAD 27      -  36 13 16.92600(N)    115 10 17.41100(W) AD(       ) 2
 GR1956  NGVD 29 (07/19/86)  671.7    (m)         2204.     (f) VERT ANG       
 GR1956
 GR1956.Superseded values are not recommended for survey control.
 GR1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1956.See file dsdata.txt to determine how the superseded data were derived.
 GR1956
 GR1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6426910047(NAD 83)
 GR1956_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GR1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1956
 GR1956  HISTORY     - Date     Condition        Report By
 GR1956  HISTORY     - 1957     MONUMENTED       CGS
 GR1956  HISTORY     - 1968     SEE DESCRIPTION  CGS
 GR1956
 GR1956                          STATION DESCRIPTION
 GR1956
 GR1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR1956'STATION IS ABOUT FOUR MILES NORTH-NORTHWEST OF LAS VEGAS AND
 GR1956'ABOUT THREE MILES WEST OF HIGHWAY 91.
 GR1956'
 GR1956'TO REACH FROM POST OFFICE IN NORTH LAS VEGAS GO NORTHEAST ON
 GR1956'U.S. HIGHWAY 91 FOR 0.45 MILE TO COLLEGE AVE, TURN LEFT (WEST) ON
 GR1956'COLLEGE AVE AND GO 0.8 MILE TO GOLDFIELD ST.  TURN RIGHT (NORTH)
 GR1956'ON GOLDFIELD ST. AND GO 0.15 TO UNDER PASS, CONTINUE ON (WEST)
 GR1956'ON GOLDFIELD ST. FOR 1.35 MILES TO T-INTERSECTION WHERE GOLDFIELD
 GR1956'ST. MEETS HIGHLAND ROAD.  TURN RIGHT (ROAD) ON HIGHLAND ROAD AND
 GR1956'GO 0.3 MILE TO FORK, TURN LEFT (NORTHWEST) PER SIGN CARLTON
 GR1956'HILLS.  GO FOR 1.1 MILES TO TRACK ROAD RIGHT ABOUT 1/10 MILE
 GR1956'BEFORE REACHING CARLTON VILLAGE SQUARE, TURN RIGHT (NORTH) AND GO
 GR1956'0.25 MILE TO TOP OF SMALL HILL AND STATION.  THE STATION MARK
 GR1956'STAMPED ALTO 1957, IS A STANDARD BRONZE DISK SET IN A SQUARE
 GR1956'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND, IT
 GR1956'IS 5.92 FEET SOUTHEAST OF WHITE WITNESS POST.
 GR1956'REFERENCE MARK 1, STAMPED ALTO NO. 1 1957,
 GR1956'IS A STANDARD BRONZE DISK SET IN THE TIP OF A SQUARE CONCRETE POST
 GR1956'WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 GR1956'
 GR1956'REFERENCE MARK NO. 2, STAMPED ALTO NO. 2 1957, IS A STANDARD
 GR1956'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 GR1956'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 GR1956
 GR1956                          STATION RECOVERY (1968)
 GR1956
 GR1956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WEF)
 GR1956'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GR1956'IN GOOD CONDITION.
 GR1956'
 GR1956'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0143 ***********************************************************************
 HQ0143  DESIGNATION -  AME 25
 HQ0143  PID         -  HQ0143
 HQ0143  STATE/COUNTY-  NV/NYE
 HQ0143  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0143
 HQ0143                         *CURRENT SURVEY CONTROL
 HQ0143  ___________________________________________________________________
 HQ0143* NAD 83(1994)-  37 51 40.82507(N)    116 46 25.41493(W)     ADJUSTED  
 HQ0143* NAVD 88     -      1627.144  (meters)    5338.39   (feet)  ADJUSTED  
 HQ0143  ___________________________________________________________________
 HQ0143  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 HQ0143  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0143  DYNAMIC HT  -        1625.331 (meters)    5332.44  (feet)  COMP
 HQ0143  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 HQ0143
 HQ0143  HORZ ORDER  -  FIRST
 HQ0143  VERT ORDER  -  FIRST     CLASS II
 HQ0143
 HQ0143.The horizontal coordinates were established by classical geodetic methods
 HQ0143.and adjusted by the National Geodetic Survey in June 1998..
 HQ0143
 HQ0143.The orthometric height was determined by differential leveling
 HQ0143.and adjusted by the National Geodetic Survey in June 1991..
 HQ0143
 HQ0143.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0143
 HQ0143.The geoid height was determined by GEOID03.
 HQ0143
 HQ0143.The dynamic height is computed by dividing the NAVD 88
 HQ0143.geopotential number by the normal gravity value computed on the
 HQ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0143.degrees latitude (g = 980.6199 gals.).
 HQ0143
 HQ0143.The modeled gravity was interpolated from observed gravity values.
 HQ0143
 HQ0143;                    North         East     Units Scale Factor Converg.
 HQ0143;SPC NV C     - 6,345,220.010   490,579.946   MT  0.99990109   -0 03 56.5
 HQ0143;SPC NV C     -20,817,609.32  1,609,511.04   sFT  0.99990109   -0 03 56.5
 HQ0143;UTM  11      - 4,190,454.741   519,903.580   MT  0.99960488   +0 08 20.0
 HQ0143
 HQ0143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0143!SPC NV C     -   0.99974870  x   0.99990109  =   0.99964981
 HQ0143!UTM  11      -   0.99974870  x   0.99960488  =   0.99935367
 HQ0143
 HQ0143|---------------------------------------------------------------------|
 HQ0143| PID    Reference Object                     Distance      Geod. Az  |
 HQ0143|                                                           dddmmss.s |
 HQ0143| HQ0142 AME 25 RM 1                           8.366 METERS 12642     |
 HQ0143| HQ0144 AME 25 RM 2                           8.412 METERS 21638     |
 HQ0143| HQ1052 KNOB                                APPROX. 2.8 KM 2233241.3 |
 HQ0143|---------------------------------------------------------------------|
 HQ0143
 HQ0143                          SUPERSEDED SURVEY CONTROL
 HQ0143
 HQ0143  NAD 83(1992)-  37 51 40.82188(N)    116 46 25.42310(W) AD(       ) 1
 HQ0143  NAD 83(1986)-  37 51 40.82183(N)    116 46 25.42309(W) AD(       ) 1
 HQ0143  NAD 27      -  37 51 41.04997(N)    116 46 22.18990(W) AD(       ) 1
 HQ0143  NGVD 29 (07/19/86) 1626.04   (m)         5334.8    (f) LEVELING    3  
 HQ0143
 HQ0143.Superseded values are not recommended for survey control.
 HQ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0143.See file dsdata.txt to determine how the superseded data were derived.
 HQ0143
 HQ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB1990490455(NAD 83)
 HQ0143_MARKER: DB = BENCH MARK DISK
 HQ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0143_STAMPING: AME 25 1968
 HQ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0143+STABILITY: SURFACE MOTION
 HQ0143
 HQ0143  HISTORY     - Date     Condition        Report By
 HQ0143  HISTORY     - 1968     MONUMENTED       CGS
 HQ0143  HISTORY     - 1968     GOOD             CGS
 HQ0143
 HQ0143                          STATION DESCRIPTION
 HQ0143
 HQ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0143'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS
 HQ0143'LOCATED ABOUT 30 MILES SOUTH-SOUTHEAST OF TONOPAH, ABOUT 5
 HQ0143'MILES NORTH-NORTHWEST OF THE TEST RANGE HEADQUARTERS, ABOUT
 HQ0143'2-1/2 MILES SOUTHWEST OF THE MAIN GUARD GATE WHICH IS CALLED
 HQ0143'POINT ABLE AND IN THE CENTER OF AN ARRAY OF ANTENNAS.
 HQ0143'
 HQ0143'TO REACH THE STATION FROM POINT ABLE, GO SOUTHERLY ON THE
 HQ0143'MAIN SURFACED ROAD FOR 2.1 MILES TO A GRAVELED SIDE ROAD RIGHT,
 HQ0143'TURN RIGHT AND GO WESTERLY FOR 1.1 MILES TO THE ANTENNA COMPLEX
 HQ0143'ON THE LEFT AND THE STATION.
 HQ0143'
 HQ0143'THE STATION MARK IS A STANDARD DISK STAMPED AME 25 1968, SET
 HQ0143'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH GROUND.  IT IS
 HQ0143'5.0 FEET SOUTHEAST OF A WITNESS POST.
 HQ0143'
 HQ0143'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AME 25 NO 1 1968,
 HQ0143'SET IN A DRILL HOLE IN THE CONCRETE SUPPORT OF THE FIRST
 HQ0143'ANTENNA SOUTHEAST OF THE STATION.  IT IS 32.2 FEET SOUTHEAST
 HQ0143'OF THE WITNESS POST AND 1.0 FOOT SOUTHEAST OF THE NORTHWEST
 HQ0143'CORNER OF THE CONCRETE BASE.
 HQ0143'
 HQ0143'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AME 25 NO 2 1968,
 HQ0143'SET IN A DRILL HOLE IN THE CONCRETE SUPPORT OF THE FIRST
 HQ0143'ANTENNA SOUTHWEST OF THE STATION.  IT IS 29.7 FEET SOUTHWEST OF
 HQ0143'THE WITNESS POST AND 1.0 FOOT SOUTHWEST OF THE NORTHEAST
 HQ0143'CORNER OF THE CONCRETE SUPPORT.
 HQ0143'
 HQ0143'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 HQ0143'
 HQ0143'THE 4 ANTENNAS CLOSEST TO THE STATION WERE OBSERVED AND
 HQ0143'DESIGNATED AS AME 25 4A, AME 25 12A, AME 25 5A, AME 25 13A.
 HQ0143'
 HQ0143'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HQ0143
 HQ0143                          STATION RECOVERY (1968)
 HQ0143
 HQ0143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0143'30 MI SSE FROM TONOPAH.
 HQ0143'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS LOCATED
 HQ0143'ABOUT 30 MILES SOUTH-SOUTHEAST OF TONOPAH, ABOUT 5 MI.
 HQ0143'NORTH-NORTHWEST OF THE TEST RANGE HEADQUARTERS, ABOUT 2 1/2 MILES
 HQ0143'SOUTHWEST OF THE MAIN GUARD GATE WHICH IS CALLED POINT ABLE
 HQ0143'AND IN THE CENTER OF AN ARRAY OF ANTENNAS.  TO REACH THE STATION
 HQ0143'FROM POINT ABLE, GO SOUTHERLY ON THE MAIN SURFACED ROAD FROM
 HQ0143'2.1 MILES TO A GRAVELED SIDE ROAD RIGHT, TURN RIGHT AND GO
 HQ0143'WESTERLY FOR 1.1 MILES TO THE ANTENNA COMPLEX ON THE LEFT AND
 HQ0143'THE STATION.  SET IN THE TOP OF A ROUND CONCRETE POST FLUSH
 HQ0143'WITH GROUND.  IT IS 5.0 FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0148 ***********************************************************************
 HQ0148  DESIGNATION -  AME 25 1 A
 HQ0148  PID         -  HQ0148
 HQ0148  STATE/COUNTY-  NV/NYE
 HQ0148  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0148
 HQ0148                         *CURRENT SURVEY CONTROL
 HQ0148  ___________________________________________________________________
 HQ0148* NAD 83(1986)-  37 51 42.     (N)    116 46 28.     (W)     SCALED    
 HQ0148* NAVD 88     -      1628.668  (meters)    5343.39   (feet)  ADJUSTED  
 HQ0148  ___________________________________________________________________
 HQ0148  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0148  DYNAMIC HT  -        1626.853 (meters)    5337.43  (feet)  COMP
 HQ0148  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0148
 HQ0148  VERT ORDER  -  FIRST     CLASS II
 HQ0148
 HQ0148.The horizontal coordinates were scaled from a topographic map and have
 HQ0148.an estimated accuracy of +/- 6 seconds.
 HQ0148
 HQ0148.The orthometric height was determined by differential leveling
 HQ0148.and adjusted by the National Geodetic Survey in June 1991..
 HQ0148
 HQ0148.The geoid height was determined by GEOID03.
 HQ0148
 HQ0148.The dynamic height is computed by dividing the NAVD 88
 HQ0148.geopotential number by the normal gravity value computed on the
 HQ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0148.degrees latitude (g = 980.6199 gals.).
 HQ0148
 HQ0148.The modeled gravity was interpolated from observed gravity values.
 HQ0148
 HQ0148;                    North         East    Units  Estimated Accuracy
 HQ0148;SPC NV C     - 6,345,260.      490,520.      MT  (+/- 180 meters Scaled)
 HQ0148
 HQ0148                          SUPERSEDED SURVEY CONTROL
 HQ0148
 HQ0148.No superseded survey control is available for this station.
 HQ0148
 HQ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198904(NAD 83)
 HQ0148_MARKER: B = BOLT
 HQ0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0148_SP_SET: ANTENNA
 HQ0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0148
 HQ0148  HISTORY     - Date     Condition        Report By
 HQ0148  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0148  HISTORY     - 1968     GOOD             NGS
 HQ0148
 HQ0148                          STATION DESCRIPTION
 HQ0148
 HQ0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0148'AT TONOPAH TEST RANGE.
 HQ0148'ANTENNA IN THE VICINITY OF STATION AME 25.  POINT IS A TRAVERSE
 HQ0148'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0157 ***********************************************************************
 HQ0157  DESIGNATION -  AME 25 10 A
 HQ0157  PID         -  HQ0157
 HQ0157  STATE/COUNTY-  NV/NYE
 HQ0157  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0157
 HQ0157                         *CURRENT SURVEY CONTROL
 HQ0157  ___________________________________________________________________
 HQ0157* NAD 83(1986)-  37 51 43.     (N)    116 46 27.     (W)     SCALED    
 HQ0157* NAVD 88     -      1628.679  (meters)    5343.42   (feet)  ADJUSTED  
 HQ0157  ___________________________________________________________________
 HQ0157  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0157  DYNAMIC HT  -        1626.864 (meters)    5337.47  (feet)  COMP
 HQ0157  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0157
 HQ0157  VERT ORDER  -  FIRST     CLASS II
 HQ0157
 HQ0157.The horizontal coordinates were scaled from a topographic map and have
 HQ0157.an estimated accuracy of +/- 6 seconds.
 HQ0157
 HQ0157.The orthometric height was determined by differential leveling
 HQ0157.and adjusted by the National Geodetic Survey in June 1991..
 HQ0157
 HQ0157.The geoid height was determined by GEOID03.
 HQ0157
 HQ0157.The dynamic height is computed by dividing the NAVD 88
 HQ0157.geopotential number by the normal gravity value computed on the
 HQ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0157.degrees latitude (g = 980.6199 gals.).
 HQ0157
 HQ0157.The modeled gravity was interpolated from observed gravity values.
 HQ0157
 HQ0157;                    North         East    Units  Estimated Accuracy
 HQ0157;SPC NV C     - 6,345,290.      490,540.      MT  (+/- 180 meters Scaled)
 HQ0157
 HQ0157                          SUPERSEDED SURVEY CONTROL
 HQ0157
 HQ0157.No superseded survey control is available for this station.
 HQ0157
 HQ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198905(NAD 83)
 HQ0157_MARKER: B = BOLT
 HQ0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0157_SP_SET: ANTENNA
 HQ0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0157
 HQ0157  HISTORY     - Date     Condition        Report By
 HQ0157  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0157  HISTORY     - 1968     GOOD             NGS
 HQ0157
 HQ0157                          STATION DESCRIPTION
 HQ0157
 HQ0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0157'AT TONOPAH TEST RANGE.
 HQ0157'ANTENNA IN THE VICINITY OF STATION AME 25.  POINT IS A TRAVERSE
 HQ0157'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0158 ***********************************************************************
 HQ0158  DESIGNATION -  AME 25 11 A
 HQ0158  PID         -  HQ0158
 HQ0158  STATE/COUNTY-  NV/NYE
 HQ0158  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0158
 HQ0158                         *CURRENT SURVEY CONTROL
 HQ0158  ___________________________________________________________________
 HQ0158* NAD 83(1986)-  37 51 43.     (N)    116 46 28.     (W)     SCALED    
 HQ0158* NAVD 88     -      1628.692  (meters)    5343.47   (feet)  ADJUSTED  
 HQ0158  ___________________________________________________________________
 HQ0158  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0158  DYNAMIC HT  -        1626.877 (meters)    5337.51  (feet)  COMP
 HQ0158  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0158
 HQ0158  VERT ORDER  -  FIRST     CLASS II
 HQ0158
 HQ0158.The horizontal coordinates were scaled from a topographic map and have
 HQ0158.an estimated accuracy of +/- 6 seconds.
 HQ0158
 HQ0158.The orthometric height was determined by differential leveling
 HQ0158.and adjusted by the National Geodetic Survey in June 1991..
 HQ0158
 HQ0158.The geoid height was determined by GEOID03.
 HQ0158
 HQ0158.The dynamic height is computed by dividing the NAVD 88
 HQ0158.geopotential number by the normal gravity value computed on the
 HQ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0158.degrees latitude (g = 980.6199 gals.).
 HQ0158
 HQ0158.The modeled gravity was interpolated from observed gravity values.
 HQ0158
 HQ0158;                    North         East    Units  Estimated Accuracy
 HQ0158;SPC NV C     - 6,345,290.      490,520.      MT  (+/- 180 meters Scaled)
 HQ0158
 HQ0158                          SUPERSEDED SURVEY CONTROL
 HQ0158
 HQ0158.No superseded survey control is available for this station.
 HQ0158
 HQ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198905(NAD 83)
 HQ0158_MARKER: B = BOLT
 HQ0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0158_SP_SET: ANTENNA
 HQ0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0158
 HQ0158  HISTORY     - Date     Condition        Report By
 HQ0158  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0158  HISTORY     - 1968     GOOD             NGS
 HQ0158
 HQ0158                          STATION DESCRIPTION
 HQ0158
 HQ0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0158'AT TONOPAH TEST RANGE.
 HQ0158'ANTENNA IN THE VICINITY OF STATION AME 25.  POINT IS A TRAVERSE
 HQ0158'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0159 ***********************************************************************
 HQ0159  DESIGNATION -  AME 25 12 A
 HQ0159  PID         -  HQ0159
 HQ0159  STATE/COUNTY-  NV/NYE
 HQ0159  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0159
 HQ0159                         *CURRENT SURVEY CONTROL
 HQ0159  ___________________________________________________________________
 HQ0159* NAD 83(1986)-  37 51 42.     (N)    116 46 28.     (W)     SCALED    
 HQ0159* NAVD 88     -      1628.667  (meters)    5343.39   (feet)  ADJUSTED  
 HQ0159  ___________________________________________________________________
 HQ0159  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0159  DYNAMIC HT  -        1626.852 (meters)    5337.43  (feet)  COMP
 HQ0159  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0159
 HQ0159  VERT ORDER  -  FIRST     CLASS II
 HQ0159
 HQ0159.The horizontal coordinates were scaled from a topographic map and have
 HQ0159.an estimated accuracy of +/- 6 seconds.
 HQ0159
 HQ0159.The orthometric height was determined by differential leveling
 HQ0159.and adjusted by the National Geodetic Survey in June 1991..
 HQ0159
 HQ0159.The geoid height was determined by GEOID03.
 HQ0159
 HQ0159.The dynamic height is computed by dividing the NAVD 88
 HQ0159.geopotential number by the normal gravity value computed on the
 HQ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0159.degrees latitude (g = 980.6199 gals.).
 HQ0159
 HQ0159.The modeled gravity was interpolated from observed gravity values.
 HQ0159
 HQ0159;                    North         East    Units  Estimated Accuracy
 HQ0159;SPC NV C     - 6,345,260.      490,520.      MT  (+/- 180 meters Scaled)
 HQ0159
 HQ0159                          SUPERSEDED SURVEY CONTROL
 HQ0159
 HQ0159.No superseded survey control is available for this station.
 HQ0159
 HQ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198904(NAD 83)
 HQ0159_MARKER: B = BOLT
 HQ0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0159_SP_SET: ANTENNA
 HQ0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0159
 HQ0159  HISTORY     - Date     Condition        Report By
 HQ0159  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0159  HISTORY     - 1968     GOOD             NGS
 HQ0159
 HQ0159                          STATION DESCRIPTION
 HQ0159
 HQ0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0159'AT TONOPAH TEST RANGE.
 HQ0159'ANTENNA IN THE VICINITY OF STATION AME 25.  POINT IS A TRAVERSE
 HQ0159'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0160 ***********************************************************************
 HQ0160  DESIGNATION -  AME 25 13 A
 HQ0160  PID         -  HQ0160
 HQ0160  STATE/COUNTY-  NV/NYE
 HQ0160  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0160
 HQ0160                         *CURRENT SURVEY CONTROL
 HQ0160  ___________________________________________________________________
 HQ0160* NAD 83(1986)-  37 51 42.     (N)    116 46 28.     (W)     SCALED    
 HQ0160* NAVD 88     -      1628.675  (meters)    5343.41   (feet)  ADJUSTED  
 HQ0160  ___________________________________________________________________
 HQ0160  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0160  DYNAMIC HT  -        1626.860 (meters)    5337.46  (feet)  COMP
 HQ0160  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0160
 HQ0160  VERT ORDER  -  FIRST     CLASS II
 HQ0160
 HQ0160.The horizontal coordinates were scaled from a topographic map and have
 HQ0160.an estimated accuracy of +/- 6 seconds.
 HQ0160
 HQ0160.The orthometric height was determined by differential leveling
 HQ0160.and adjusted by the National Geodetic Survey in June 1991..
 HQ0160
 HQ0160.The geoid height was determined by GEOID03.
 HQ0160
 HQ0160.The dynamic height is computed by dividing the NAVD 88
 HQ0160.geopotential number by the normal gravity value computed on the
 HQ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0160.degrees latitude (g = 980.6199 gals.).
 HQ0160
 HQ0160.The modeled gravity was interpolated from observed gravity values.
 HQ0160
 HQ0160;                    North         East    Units  Estimated Accuracy
 HQ0160;SPC NV C     - 6,345,260.      490,520.      MT  (+/- 180 meters Scaled)
 HQ0160
 HQ0160                          SUPERSEDED SURVEY CONTROL
 HQ0160
 HQ0160.No superseded survey control is available for this station.
 HQ0160
 HQ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198904(NAD 83)
 HQ0160_MARKER: B = BOLT
 HQ0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0160_SP_SET: ANTENNA
 HQ0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0160
 HQ0160  HISTORY     - Date     Condition        Report By
 HQ0160  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0160  HISTORY     - 1968     GOOD             NGS
 HQ0160
 HQ0160                          STATION DESCRIPTION
 HQ0160
 HQ0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0160'AT TONOPAH TEST RANGE.
 HQ0160'ANTENNA IN THE VICINITY OF STATION AME 25.  POINT IS A TRAVERSE
 HQ0160'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0161 ***********************************************************************
 HQ0161  DESIGNATION -  AME 25 14 A
 HQ0161  PID         -  HQ0161
 HQ0161  STATE/COUNTY-  NV/NYE
 HQ0161  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0161
 HQ0161                         *CURRENT SURVEY CONTROL
 HQ0161  ___________________________________________________________________
 HQ0161* NAD 83(1986)-  37 51 42.     (N)    116 46 27.     (W)     SCALED    
 HQ0161* NAVD 88     -      1628.669  (meters)    5343.39   (feet)  ADJUSTED  
 HQ0161  ___________________________________________________________________
 HQ0161  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0161  DYNAMIC HT  -        1626.854 (meters)    5337.44  (feet)  COMP
 HQ0161  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0161
 HQ0161  VERT ORDER  -  FIRST     CLASS II
 HQ0161
 HQ0161.The horizontal coordinates were scaled from a topographic map and have
 HQ0161.an estimated accuracy of +/- 6 seconds.
 HQ0161
 HQ0161.The orthometric height was determined by differential leveling
 HQ0161.and adjusted by the National Geodetic Survey in June 1991..
 HQ0161
 HQ0161.The geoid height was determined by GEOID03.
 HQ0161
 HQ0161.The dynamic height is computed by dividing the NAVD 88
 HQ0161.geopotential number by the normal gravity value computed on the
 HQ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0161.degrees latitude (g = 980.6199 gals.).
 HQ0161
 HQ0161.The modeled gravity was interpolated from observed gravity values.
 HQ0161
 HQ0161;                    North         East    Units  Estimated Accuracy
 HQ0161;SPC NV C     - 6,345,260.      490,540.      MT  (+/- 180 meters Scaled)
 HQ0161
 HQ0161                          SUPERSEDED SURVEY CONTROL
 HQ0161
 HQ0161.No superseded survey control is available for this station.
 HQ0161
 HQ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198904(NAD 83)
 HQ0161_MARKER: B = BOLT
 HQ0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0161_SP_SET: ANTENNA
 HQ0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0161
 HQ0161  HISTORY     - Date     Condition        Report By
 HQ0161  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0161  HISTORY     - 1968     GOOD             NGS
 HQ0161
 HQ0161                          STATION DESCRIPTION
 HQ0161
 HQ0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0161'AT TONOPAH TEST RANGE.
 HQ0161'ANTENNA IN THE VICINITY OF STATION AME 25.  POINT IS A TRAVERSE
 HQ0161'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0162 ***********************************************************************
 HQ0162  DESIGNATION -  AME 25 15 A
 HQ0162  PID         -  HQ0162
 HQ0162  STATE/COUNTY-  NV/NYE
 HQ0162  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0162
 HQ0162                         *CURRENT SURVEY CONTROL
 HQ0162  ___________________________________________________________________
 HQ0162* NAD 83(1986)-  37 51 42.     (N)    116 46 27.     (W)     SCALED    
 HQ0162* NAVD 88     -      1628.681  (meters)    5343.43   (feet)  ADJUSTED  
 HQ0162  ___________________________________________________________________
 HQ0162  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0162  DYNAMIC HT  -        1626.866 (meters)    5337.48  (feet)  COMP
 HQ0162  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0162
 HQ0162  VERT ORDER  -  FIRST     CLASS II
 HQ0162
 HQ0162.The horizontal coordinates were scaled from a topographic map and have
 HQ0162.an estimated accuracy of +/- 6 seconds.
 HQ0162
 HQ0162.The orthometric height was determined by differential leveling
 HQ0162.and adjusted by the National Geodetic Survey in June 1991..
 HQ0162
 HQ0162.The geoid height was determined by GEOID03.
 HQ0162
 HQ0162.The dynamic height is computed by dividing the NAVD 88
 HQ0162.geopotential number by the normal gravity value computed on the
 HQ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0162.degrees latitude (g = 980.6199 gals.).
 HQ0162
 HQ0162.The modeled gravity was interpolated from observed gravity values.
 HQ0162
 HQ0162;                    North         East    Units  Estimated Accuracy
 HQ0162;SPC NV C     - 6,345,260.      490,540.      MT  (+/- 180 meters Scaled)
 HQ0162
 HQ0162                          SUPERSEDED SURVEY CONTROL
 HQ0162
 HQ0162.No superseded survey control is available for this station.
 HQ0162
 HQ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198904(NAD 83)
 HQ0162_MARKER: B = BOLT
 HQ0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0162_SP_SET: ANTENNA
 HQ0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0162
 HQ0162  HISTORY     - Date     Condition        Report By
 HQ0162  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0162  HISTORY     - 1968     GOOD             NGS
 HQ0162
 HQ0162                          STATION DESCRIPTION
 HQ0162
 HQ0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0162'AT TONOPAH TEST RANGE.
 HQ0162'ANTENNA IN THE VICINITY OF STATION AME 25.  POINT IS A TRAVERSE
 HQ0162'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0163 ***********************************************************************
 HQ0163  DESIGNATION -  AME 25 16 A
 HQ0163  PID         -  HQ0163
 HQ0163  STATE/COUNTY-  NV/NYE
 HQ0163  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0163
 HQ0163                         *CURRENT SURVEY CONTROL
 HQ0163  ___________________________________________________________________
 HQ0163* NAD 83(1986)-  37 51 42.     (N)    116 46 27.     (W)     SCALED    
 HQ0163* NAVD 88     -      1628.680  (meters)    5343.43   (feet)  ADJUSTED  
 HQ0163  ___________________________________________________________________
 HQ0163  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0163  DYNAMIC HT  -        1626.865 (meters)    5337.47  (feet)  COMP
 HQ0163  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0163
 HQ0163  VERT ORDER  -  FIRST     CLASS II
 HQ0163
 HQ0163.The horizontal coordinates were scaled from a topographic map and have
 HQ0163.an estimated accuracy of +/- 6 seconds.
 HQ0163
 HQ0163.The orthometric height was determined by differential leveling
 HQ0163.and adjusted by the National Geodetic Survey in June 1991..
 HQ0163
 HQ0163.The geoid height was determined by GEOID03.
 HQ0163
 HQ0163.The dynamic height is computed by dividing the NAVD 88
 HQ0163.geopotential number by the normal gravity value computed on the
 HQ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0163.degrees latitude (g = 980.6199 gals.).
 HQ0163
 HQ0163.The modeled gravity was interpolated from observed gravity values.
 HQ0163
 HQ0163;                    North         East    Units  Estimated Accuracy
 HQ0163;SPC NV C     - 6,345,260.      490,540.      MT  (+/- 180 meters Scaled)
 HQ0163
 HQ0163                          SUPERSEDED SURVEY CONTROL
 HQ0163
 HQ0163.No superseded survey control is available for this station.
 HQ0163
 HQ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198904(NAD 83)
 HQ0163_MARKER: B = BOLT
 HQ0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0163_SP_SET: ANTENNA
 HQ0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0163
 HQ0163  HISTORY     - Date     Condition        Report By
 HQ0163  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0163  HISTORY     - 1968     GOOD             NGS
 HQ0163
 HQ0163                          STATION DESCRIPTION
 HQ0163
 HQ0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0163'AT TONOPAH TEST RANGE.
 HQ0163'ANTENNA IN THE VICINITY OF STATION AME 25.  POINT IS A TRAVERSE
 HQ0163'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0149 ***********************************************************************
 HQ0149  DESIGNATION -  AME 25 2 A
 HQ0149  PID         -  HQ0149
 HQ0149  STATE/COUNTY-  NV/NYE
 HQ0149  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0149
 HQ0149                         *CURRENT SURVEY CONTROL
 HQ0149  ___________________________________________________________________
 HQ0149* NAD 83(1986)-  37 51 43.     (N)    116 46 28.     (W)     SCALED    
 HQ0149* NAVD 88     -      1628.668  (meters)    5343.39   (feet)  ADJUSTED  
 HQ0149  ___________________________________________________________________
 HQ0149  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0149  DYNAMIC HT  -        1626.853 (meters)    5337.43  (feet)  COMP
 HQ0149  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0149
 HQ0149  VERT ORDER  -  FIRST     CLASS II
 HQ0149
 HQ0149.The horizontal coordinates were scaled from a topographic map and have
 HQ0149.an estimated accuracy of +/- 6 seconds.
 HQ0149
 HQ0149.The orthometric height was determined by differential leveling
 HQ0149.and adjusted by the National Geodetic Survey in June 1991..
 HQ0149
 HQ0149.The geoid height was determined by GEOID03.
 HQ0149
 HQ0149.The dynamic height is computed by dividing the NAVD 88
 HQ0149.geopotential number by the normal gravity value computed on the
 HQ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0149.degrees latitude (g = 980.6199 gals.).
 HQ0149
 HQ0149.The modeled gravity was interpolated from observed gravity values.
 HQ0149
 HQ0149;                    North         East    Units  Estimated Accuracy
 HQ0149;SPC NV C     - 6,345,290.      490,520.      MT  (+/- 180 meters Scaled)
 HQ0149
 HQ0149                          SUPERSEDED SURVEY CONTROL
 HQ0149
 HQ0149.No superseded survey control is available for this station.
 HQ0149
 HQ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198905(NAD 83)
 HQ0149_MARKER: B = BOLT
 HQ0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0149_SP_SET: ANTENNA
 HQ0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0149
 HQ0149  HISTORY     - Date     Condition        Report By
 HQ0149  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0149  HISTORY     - 1968     GOOD             NGS
 HQ0149
 HQ0149                          STATION DESCRIPTION
 HQ0149
 HQ0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0149'AT TONOPAH TEST RANGE.
 HQ0149'ANTENNA IN THE VICINITY OF STATION AME 25.  POINT IS A TRAVERSE
 HQ0149'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0150 ***********************************************************************
 HQ0150  DESIGNATION -  AME 25 3 A
 HQ0150  PID         -  HQ0150
 HQ0150  STATE/COUNTY-  NV/NYE
 HQ0150  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0150
 HQ0150                         *CURRENT SURVEY CONTROL
 HQ0150  ___________________________________________________________________
 HQ0150* NAD 83(1986)-  37 51 43.     (N)    116 46 28.     (W)     SCALED    
 HQ0150* NAVD 88     -      1628.670  (meters)    5343.39   (feet)  ADJUSTED  
 HQ0150  ___________________________________________________________________
 HQ0150  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0150  DYNAMIC HT  -        1626.855 (meters)    5337.44  (feet)  COMP
 HQ0150  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0150
 HQ0150  VERT ORDER  -  FIRST     CLASS II
 HQ0150
 HQ0150.The horizontal coordinates were scaled from a topographic map and have
 HQ0150.an estimated accuracy of +/- 6 seconds.
 HQ0150
 HQ0150.The orthometric height was determined by differential leveling
 HQ0150.and adjusted by the National Geodetic Survey in June 1991..
 HQ0150
 HQ0150.The geoid height was determined by GEOID03.
 HQ0150
 HQ0150.The dynamic height is computed by dividing the NAVD 88
 HQ0150.geopotential number by the normal gravity value computed on the
 HQ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0150.degrees latitude (g = 980.6199 gals.).
 HQ0150
 HQ0150.The modeled gravity was interpolated from observed gravity values.
 HQ0150
 HQ0150;                    North         East    Units  Estimated Accuracy
 HQ0150;SPC NV C     - 6,345,290.      490,520.      MT  (+/- 180 meters Scaled)
 HQ0150
 HQ0150                          SUPERSEDED SURVEY CONTROL
 HQ0150
 HQ0150.No superseded survey control is available for this station.
 HQ0150
 HQ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198905(NAD 83)
 HQ0150_MARKER: B = BOLT
 HQ0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0150_SP_SET: ANTENNA
 HQ0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0150
 HQ0150  HISTORY     - Date     Condition        Report By
 HQ0150  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0150  HISTORY     - 1968     GOOD             NGS
 HQ0150
 HQ0150                          STATION DESCRIPTION
 HQ0150
 HQ0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0150'AT TONOPAH TEST RANGE.
 HQ0150'ANTENNA IN THE VICINITY OF STATION AME 25.  POINT IS A TRAVERSE
 HQ0150'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0151 ***********************************************************************
 HQ0151  DESIGNATION -  AME 25 4 A
 HQ0151  PID         -  HQ0151
 HQ0151  STATE/COUNTY-  NV/NYE
 HQ0151  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0151
 HQ0151                         *CURRENT SURVEY CONTROL
 HQ0151  ___________________________________________________________________
 HQ0151* NAD 83(1986)-  37 51 43.     (N)    116 46 28.     (W)     SCALED    
 HQ0151* NAVD 88     -      1628.670  (meters)    5343.39   (feet)  ADJUSTED  
 HQ0151  ___________________________________________________________________
 HQ0151  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0151  DYNAMIC HT  -        1626.855 (meters)    5337.44  (feet)  COMP
 HQ0151  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0151
 HQ0151  VERT ORDER  -  FIRST     CLASS II
 HQ0151
 HQ0151.The horizontal coordinates were scaled from a topographic map and have
 HQ0151.an estimated accuracy of +/- 6 seconds.
 HQ0151
 HQ0151.The orthometric height was determined by differential leveling
 HQ0151.and adjusted by the National Geodetic Survey in June 1991..
 HQ0151
 HQ0151.The geoid height was determined by GEOID03.
 HQ0151
 HQ0151.The dynamic height is computed by dividing the NAVD 88
 HQ0151.geopotential number by the normal gravity value computed on the
 HQ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0151.degrees latitude (g = 980.6199 gals.).
 HQ0151
 HQ0151.The modeled gravity was interpolated from observed gravity values.
 HQ0151
 HQ0151;                    North         East    Units  Estimated Accuracy
 HQ0151;SPC NV C     - 6,345,290.      490,520.      MT  (+/- 180 meters Scaled)
 HQ0151
 HQ0151                          SUPERSEDED SURVEY CONTROL
 HQ0151
 HQ0151.No superseded survey control is available for this station.
 HQ0151
 HQ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198905(NAD 83)
 HQ0151_MARKER: B = BOLT
 HQ0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0151_SP_SET: ANTENNA
 HQ0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0151
 HQ0151  HISTORY     - Date     Condition        Report By
 HQ0151  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0151  HISTORY     - 1968     GOOD             NGS
 HQ0151
 HQ0151                          STATION DESCRIPTION
 HQ0151
 HQ0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0151'AT TONOPAH TEST RANGE.
 HQ0151'ANTENNA IN THE VICINITY OF STATION AME 25.  POINT IS A TRAVERSE
 HQ0151'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0152 ***********************************************************************
 HQ0152  DESIGNATION -  AME 25 5 A
 HQ0152  PID         -  HQ0152
 HQ0152  STATE/COUNTY-  NV/NYE
 HQ0152  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0152
 HQ0152                         *CURRENT SURVEY CONTROL
 HQ0152  ___________________________________________________________________
 HQ0152* NAD 83(1986)-  37 51 42.     (N)    116 46 28.     (W)     SCALED    
 HQ0152* NAVD 88     -      1628.670  (meters)    5343.39   (feet)  ADJUSTED  
 HQ0152  ___________________________________________________________________
 HQ0152  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0152  DYNAMIC HT  -        1626.855 (meters)    5337.44  (feet)  COMP
 HQ0152  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0152
 HQ0152  VERT ORDER  -  FIRST     CLASS II
 HQ0152
 HQ0152.The horizontal coordinates were scaled from a topographic map and have
 HQ0152.an estimated accuracy of +/- 6 seconds.
 HQ0152
 HQ0152.The orthometric height was determined by differential leveling
 HQ0152.and adjusted by the National Geodetic Survey in June 1991..
 HQ0152
 HQ0152.The geoid height was determined by GEOID03.
 HQ0152
 HQ0152.The dynamic height is computed by dividing the NAVD 88
 HQ0152.geopotential number by the normal gravity value computed on the
 HQ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0152.degrees latitude (g = 980.6199 gals.).
 HQ0152
 HQ0152.The modeled gravity was interpolated from observed gravity values.
 HQ0152
 HQ0152;                    North         East    Units  Estimated Accuracy
 HQ0152;SPC NV C     - 6,345,260.      490,520.      MT  (+/- 180 meters Scaled)
 HQ0152
 HQ0152                          SUPERSEDED SURVEY CONTROL
 HQ0152
 HQ0152.No superseded survey control is available for this station.
 HQ0152
 HQ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198904(NAD 83)
 HQ0152_MARKER: B = BOLT
 HQ0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0152_SP_SET: ANTENNA
 HQ0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0152
 HQ0152  HISTORY     - Date     Condition        Report By
 HQ0152  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0152  HISTORY     - 1968     GOOD             NGS
 HQ0152
 HQ0152                          STATION DESCRIPTION
 HQ0152
 HQ0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0152'AT TONOPAH TEST RANGE.
 HQ0152'ANTENNA IN THE VICINITY OF STATION AME 25.  POINT IS A TRAVERSE
 HQ0152'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0153 ***********************************************************************
 HQ0153  DESIGNATION -  AME 25 6 A
 HQ0153  PID         -  HQ0153
 HQ0153  STATE/COUNTY-  NV/NYE
 HQ0153  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0153
 HQ0153                         *CURRENT SURVEY CONTROL
 HQ0153  ___________________________________________________________________
 HQ0153* NAD 83(1986)-  37 51 42.     (N)    116 46 29.     (W)     SCALED    
 HQ0153* NAVD 88     -      1628.669  (meters)    5343.39   (feet)  ADJUSTED  
 HQ0153  ___________________________________________________________________
 HQ0153  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0153  DYNAMIC HT  -        1626.854 (meters)    5337.44  (feet)  COMP
 HQ0153  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0153
 HQ0153  VERT ORDER  -  FIRST     CLASS II
 HQ0153
 HQ0153.The horizontal coordinates were scaled from a topographic map and have
 HQ0153.an estimated accuracy of +/- 6 seconds.
 HQ0153
 HQ0153.The orthometric height was determined by differential leveling
 HQ0153.and adjusted by the National Geodetic Survey in June 1991..
 HQ0153
 HQ0153.The geoid height was determined by GEOID03.
 HQ0153
 HQ0153.The dynamic height is computed by dividing the NAVD 88
 HQ0153.geopotential number by the normal gravity value computed on the
 HQ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0153.degrees latitude (g = 980.6199 gals.).
 HQ0153
 HQ0153.The modeled gravity was interpolated from observed gravity values.
 HQ0153
 HQ0153;                    North         East    Units  Estimated Accuracy
 HQ0153;SPC NV C     - 6,345,260.      490,490.      MT  (+/- 180 meters Scaled)
 HQ0153
 HQ0153                          SUPERSEDED SURVEY CONTROL
 HQ0153
 HQ0153.No superseded survey control is available for this station.
 HQ0153
 HQ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198904(NAD 83)
 HQ0153_MARKER: B = BOLT
 HQ0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0153_SP_SET: ANTENNA
 HQ0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0153
 HQ0153  HISTORY     - Date     Condition        Report By
 HQ0153  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0153  HISTORY     - 1968     GOOD             NGS
 HQ0153
 HQ0153                          STATION DESCRIPTION
 HQ0153
 HQ0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0153'AT TONOPAH TEST RANGE.
 HQ0153'ANTENNA IN THE VICINITY OF STATION AME 25.  POINT IS A TRAVERSE
 HQ0153'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0154 ***********************************************************************
 HQ0154  DESIGNATION -  AME 25 7 A
 HQ0154  PID         -  HQ0154
 HQ0154  STATE/COUNTY-  NV/NYE
 HQ0154  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0154
 HQ0154                         *CURRENT SURVEY CONTROL
 HQ0154  ___________________________________________________________________
 HQ0154* NAD 83(1986)-  37 51 43.     (N)    116 46 29.     (W)     SCALED    
 HQ0154* NAVD 88     -      1628.668  (meters)    5343.39   (feet)  ADJUSTED  
 HQ0154  ___________________________________________________________________
 HQ0154  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0154  DYNAMIC HT  -        1626.853 (meters)    5337.43  (feet)  COMP
 HQ0154  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0154
 HQ0154  VERT ORDER  -  FIRST     CLASS II
 HQ0154
 HQ0154.The horizontal coordinates were scaled from a topographic map and have
 HQ0154.an estimated accuracy of +/- 6 seconds.
 HQ0154
 HQ0154.The orthometric height was determined by differential leveling
 HQ0154.and adjusted by the National Geodetic Survey in June 1991..
 HQ0154
 HQ0154.The geoid height was determined by GEOID03.
 HQ0154
 HQ0154.The dynamic height is computed by dividing the NAVD 88
 HQ0154.geopotential number by the normal gravity value computed on the
 HQ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0154.degrees latitude (g = 980.6199 gals.).
 HQ0154
 HQ0154.The modeled gravity was interpolated from observed gravity values.
 HQ0154
 HQ0154;                    North         East    Units  Estimated Accuracy
 HQ0154;SPC NV C     - 6,345,290.      490,490.      MT  (+/- 180 meters Scaled)
 HQ0154
 HQ0154                          SUPERSEDED SURVEY CONTROL
 HQ0154
 HQ0154.No superseded survey control is available for this station.
 HQ0154
 HQ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198905(NAD 83)
 HQ0154_MARKER: B = BOLT
 HQ0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0154_SP_SET: ANTENNA
 HQ0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0154
 HQ0154  HISTORY     - Date     Condition        Report By
 HQ0154  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0154  HISTORY     - 1968     GOOD             NGS
 HQ0154
 HQ0154                          STATION DESCRIPTION
 HQ0154
 HQ0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0154'AT TONOPAH TEST RANGE.
 HQ0154'ANTENNA IN THE VICINITY OF STATION AME 25.  POINT IS A TRAVERSE
 HQ0154'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0155 ***********************************************************************
 HQ0155  DESIGNATION -  AME 25 8 A
 HQ0155  PID         -  HQ0155
 HQ0155  STATE/COUNTY-  NV/NYE
 HQ0155  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0155
 HQ0155                         *CURRENT SURVEY CONTROL
 HQ0155  ___________________________________________________________________
 HQ0155* NAD 83(1986)-  37 51 43.     (N)    116 46 28.     (W)     SCALED    
 HQ0155* NAVD 88     -      1628.659  (meters)    5343.36   (feet)  ADJUSTED  
 HQ0155  ___________________________________________________________________
 HQ0155  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0155  DYNAMIC HT  -        1626.844 (meters)    5337.40  (feet)  COMP
 HQ0155  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0155
 HQ0155  VERT ORDER  -  FIRST     CLASS II
 HQ0155
 HQ0155.The horizontal coordinates were scaled from a topographic map and have
 HQ0155.an estimated accuracy of +/- 6 seconds.
 HQ0155
 HQ0155.The orthometric height was determined by differential leveling
 HQ0155.and adjusted by the National Geodetic Survey in June 1991..
 HQ0155
 HQ0155.The geoid height was determined by GEOID03.
 HQ0155
 HQ0155.The dynamic height is computed by dividing the NAVD 88
 HQ0155.geopotential number by the normal gravity value computed on the
 HQ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0155.degrees latitude (g = 980.6199 gals.).
 HQ0155
 HQ0155.The modeled gravity was interpolated from observed gravity values.
 HQ0155
 HQ0155;                    North         East    Units  Estimated Accuracy
 HQ0155;SPC NV C     - 6,345,290.      490,520.      MT  (+/- 180 meters Scaled)
 HQ0155
 HQ0155                          SUPERSEDED SURVEY CONTROL
 HQ0155
 HQ0155.No superseded survey control is available for this station.
 HQ0155
 HQ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198905(NAD 83)
 HQ0155_MARKER: B = BOLT
 HQ0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0155_SP_SET: ANTENNA
 HQ0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0155
 HQ0155  HISTORY     - Date     Condition        Report By
 HQ0155  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0155  HISTORY     - 1968     GOOD             NGS
 HQ0155
 HQ0155                          STATION DESCRIPTION
 HQ0155
 HQ0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0155'AT TONOPAH TEST RANGE.
 HQ0155'ANTENNA IN THE VICINITY OF STATION AME 25.  POINT IS A TRAVERSE
 HQ0155'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0156 ***********************************************************************
 HQ0156  DESIGNATION -  AME 25 9 A
 HQ0156  PID         -  HQ0156
 HQ0156  STATE/COUNTY-  NV/NYE
 HQ0156  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0156
 HQ0156                         *CURRENT SURVEY CONTROL
 HQ0156  ___________________________________________________________________
 HQ0156* NAD 83(1986)-  37 51 42.     (N)    116 46 27.     (W)     SCALED    
 HQ0156* NAVD 88     -      1628.667  (meters)    5343.39   (feet)  ADJUSTED  
 HQ0156  ___________________________________________________________________
 HQ0156  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0156  DYNAMIC HT  -        1626.851 (meters)    5337.43  (feet)  COMP
 HQ0156  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0156
 HQ0156  VERT ORDER  -  FIRST     CLASS II
 HQ0156
 HQ0156.The horizontal coordinates were scaled from a topographic map and have
 HQ0156.an estimated accuracy of +/- 6 seconds.
 HQ0156
 HQ0156.The orthometric height was determined by differential leveling
 HQ0156.and adjusted by the National Geodetic Survey in June 1991..
 HQ0156
 HQ0156.The geoid height was determined by GEOID03.
 HQ0156
 HQ0156.The dynamic height is computed by dividing the NAVD 88
 HQ0156.geopotential number by the normal gravity value computed on the
 HQ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0156.degrees latitude (g = 980.6199 gals.).
 HQ0156
 HQ0156.The modeled gravity was interpolated from observed gravity values.
 HQ0156
 HQ0156;                    North         East    Units  Estimated Accuracy
 HQ0156;SPC NV C     - 6,345,260.      490,540.      MT  (+/- 180 meters Scaled)
 HQ0156
 HQ0156                          SUPERSEDED SURVEY CONTROL
 HQ0156
 HQ0156.No superseded survey control is available for this station.
 HQ0156
 HQ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198904(NAD 83)
 HQ0156_MARKER: B = BOLT
 HQ0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0156_SP_SET: ANTENNA
 HQ0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0156
 HQ0156  HISTORY     - Date     Condition        Report By
 HQ0156  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0156  HISTORY     - 1968     GOOD             NGS
 HQ0156
 HQ0156                          STATION DESCRIPTION
 HQ0156
 HQ0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0156'AT TONOPAH TEST RANGE.
 HQ0156'ANTENNA IN THE VICINITY OF STATION AME 25.  POINT IS A TRAVESE
 HQ0156'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0142 ***********************************************************************
 HQ0142  DESIGNATION -  AME 25 RM 1
 HQ0142  PID         -  HQ0142
 HQ0142  STATE/COUNTY-  NV/NYE
 HQ0142  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0142
 HQ0142                         *CURRENT SURVEY CONTROL
 HQ0142  ___________________________________________________________________
 HQ0142* NAD 83(1986)-  37 51 43.     (N)    116 46 28.     (W)     SCALED    
 HQ0142* NAVD 88     -      1627.363  (meters)    5339.11   (feet)  ADJUSTED  
 HQ0142  ___________________________________________________________________
 HQ0142  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0142  DYNAMIC HT  -        1625.550 (meters)    5333.16  (feet)  COMP
 HQ0142  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0142
 HQ0142  VERT ORDER  -  FIRST     CLASS II
 HQ0142
 HQ0142.The horizontal coordinates were scaled from a topographic map and have
 HQ0142.an estimated accuracy of +/- 6 seconds.
 HQ0142
 HQ0142.The orthometric height was determined by differential leveling
 HQ0142.and adjusted by the National Geodetic Survey in June 1991..
 HQ0142
 HQ0142.The geoid height was determined by GEOID03.
 HQ0142
 HQ0142.The dynamic height is computed by dividing the NAVD 88
 HQ0142.geopotential number by the normal gravity value computed on the
 HQ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0142.degrees latitude (g = 980.6199 gals.).
 HQ0142
 HQ0142.The modeled gravity was interpolated from observed gravity values.
 HQ0142
 HQ0142;                    North         East    Units  Estimated Accuracy
 HQ0142;SPC NV C     - 6,345,290.      490,520.      MT  (+/- 180 meters Scaled)
 HQ0142
 HQ0142                          SUPERSEDED SURVEY CONTROL
 HQ0142
 HQ0142.No superseded survey control is available for this station.
 HQ0142
 HQ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198905(NAD 83)
 HQ0142_MARKER: DR = REFERENCE MARK DISK
 HQ0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0142_SP_SET: CONCRETE SUPPORT
 HQ0142_STAMPING: AME 25 NO 1 1968
 HQ0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0142
 HQ0142  HISTORY     - Date     Condition        Report By
 HQ0142  HISTORY     - 1968     MONUMENTED       CGS
 HQ0142
 HQ0142                          STATION DESCRIPTION
 HQ0142
 HQ0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0142'30 MI SSE FROM TONOPAH.
 HQ0142'IT IS 32.2 FEET SOUTHEAST OF THE WITNESS POST AND 1.0 FOOT
 HQ0142'SOUTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE BASE.  SET
 HQ0142'IN A DRILL HOLE IN THE CONCRETE SUPPORT OF THE FIRST ANTENNA
 HQ0142'SOUTHEAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0144 ***********************************************************************
 HQ0144  DESIGNATION -  AME 25 RM 2
 HQ0144  PID         -  HQ0144
 HQ0144  STATE/COUNTY-  NV/NYE
 HQ0144  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0144
 HQ0144                         *CURRENT SURVEY CONTROL
 HQ0144  ___________________________________________________________________
 HQ0144* NAD 83(1986)-  37 51 43.     (N)    116 46 28.     (W)     SCALED    
 HQ0144* NAVD 88     -      1627.362  (meters)    5339.10   (feet)  ADJUSTED  
 HQ0144  ___________________________________________________________________
 HQ0144  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0144  DYNAMIC HT  -        1625.548 (meters)    5333.15  (feet)  COMP
 HQ0144  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0144
 HQ0144  VERT ORDER  -  FIRST     CLASS II
 HQ0144
 HQ0144.The horizontal coordinates were scaled from a topographic map and have
 HQ0144.an estimated accuracy of +/- 6 seconds.
 HQ0144
 HQ0144.The orthometric height was determined by differential leveling
 HQ0144.and adjusted by the National Geodetic Survey in June 1991..
 HQ0144
 HQ0144.The geoid height was determined by GEOID03.
 HQ0144
 HQ0144.The dynamic height is computed by dividing the NAVD 88
 HQ0144.geopotential number by the normal gravity value computed on the
 HQ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0144.degrees latitude (g = 980.6199 gals.).
 HQ0144
 HQ0144.The modeled gravity was interpolated from observed gravity values.
 HQ0144
 HQ0144;                    North         East    Units  Estimated Accuracy
 HQ0144;SPC NV C     - 6,345,290.      490,520.      MT  (+/- 180 meters Scaled)
 HQ0144
 HQ0144                          SUPERSEDED SURVEY CONTROL
 HQ0144
 HQ0144.No superseded survey control is available for this station.
 HQ0144
 HQ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB198905(NAD 83)
 HQ0144_MARKER: DR = REFERENCE MARK DISK
 HQ0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0144_SP_SET: CONCRETE SUPPORT
 HQ0144_STAMPING: AME 25 NO 2 1968
 HQ0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0144
 HQ0144  HISTORY     - Date     Condition        Report By
 HQ0144  HISTORY     - 1968     MONUMENTED       CGS
 HQ0144
 HQ0144                          STATION DESCRIPTION
 HQ0144
 HQ0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0144'30 MI SSE FROM TONOPAH.
 HQ0144'IS IS 29.7 FEET SOUTHWEST OF THE WITNESS POST AND 1.0 FOOT
 HQ0144'SOUTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE SUPPORT.
 HQ0144'SET IN A DRILL HOLE IN THE CONCRETE SUPPORT OF THE FIRST ANTENNA
 HQ0144'SOUTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1644 ***********************************************************************
 KR1644  DESIGNATION -  AMERICAN
 KR1644  PID         -  KR1644
 KR1644  STATE/COUNTY-  NV/STOREY
 KR1644  USGS QUAD   -  VIRGINIA CITY (1994)
 KR1644
 KR1644                         *CURRENT SURVEY CONTROL
 KR1644  ___________________________________________________________________
 KR1644* NAD 83(1994)-  39 15 39.22246(N)    119 40 15.52723(W)     ADJUSTED  
 KR1644* NAVD 88     -      1803.     (meters)    5915.     (feet)  SCALED    
 KR1644  ___________________________________________________________________
 KR1644  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 KR1644  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 KR1644
 KR1644  HORZ ORDER  -  SECOND
 KR1644
 KR1644.The horizontal coordinates were established by classical geodetic methods
 KR1644.and adjusted by the National Geodetic Survey in June 1998..
 KR1644
 KR1644.The orthometric height was scaled from a topographic map.
 KR1644
 KR1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1644
 KR1644.The geoid height was determined by GEOID03.
 KR1644
 KR1644;                    North         East     Units Scale Factor Converg.
 KR1644;SPC NV W     - 4,501,123.493   706,136.339   MT  1.00000845   -0 41 18.1
 KR1644;SPC NV W     -14,767,435.99  2,316,715.64   sFT  1.00000845   -0 41 18.1
 KR1644;UTM  11      - 4,349,129.768   269,550.160   MT  1.00025394   -1 41 27.9
 KR1644
 KR1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1644!SPC NV W     -   0.99972097  x   1.00000845  =   0.99972942
 KR1644!UTM  11      -   0.99972097  x   1.00025394  =   0.99997484
 KR1644
 KR1644                          SUPERSEDED SURVEY CONTROL
 KR1644
 KR1644  NAD 83(1992)-  39 15 39.22598(N)    119 40 15.52164(W) AD(       ) 2
 KR1644  NAD 83(1986)-  39 15 39.22077(N)    119 40 15.50434(W) AD(       ) 2
 KR1644  NAD 27      -  39 15 39.54000(N)    119 40 11.85600(W) AD(       ) 2
 KR1644
 KR1644.Superseded values are not recommended for survey control.
 KR1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1644.See file dsdata.txt to determine how the superseded data were derived.
 KR1644
 KR1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6955049130(NAD 83)
 KR1644_MARKER: Z = SEE DESCRIPTION
 KR1644_SETTING: 0 = UNSPECIFIED SETTING
 KR1644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1644
 KR1644  HISTORY     - Date     Condition        Report By
 KR1644  HISTORY     - 1951     MONUMENTED       CGS
 KR1644
 KR1644                          STATION DESCRIPTION
 KR1644
 KR1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1644'STATION, 1 IN STEEL PIN DRIVEN FLUSH WITH GROUND 4 IN X 4 IN
 KR1644'X 4 FT WOOD POST FOR MARKER, A 6 FT HIGH WHITE CLOTH COVERED
 KR1644'TRIPOD TARGET OVER POINT.  STATION APPROXIMATELY 3.5 MILES
 KR1644'AIR LINE SOUTHWEST OF VIRGINIA CITY, NEVADA, ON LYON AND
 KR1644'STOREY COUNTY LINE, ON NORTH SLOPE OF HIGH ROUNDED HILL ON
 KR1644'SOUTH SIDE OF AMERICAN FLAT AND APPROXIMATELY 500 FT DISTANT
 KR1644'ABOVE OLD RAILROAD GRADE.
 KR1644'
 KR1644'TO REACH FROM VIRGINIA CITY POST OFFICE GO 0.5 MILE SOUTHERLY ON
 KR1644'S.R. 17, TAKE RIGHT FORK DOWN GRADE TOWARD GOLD HILL, GO 0.9
 KR1644'MILE TURN RIGHT THROUGH LARGE MILL YARD ON ROAD LEADING TO
 KR1644'AMERICAN FLAT, GO 0.6 MILE, TAKE RIGHT FORK, GO 0.7 MILE, TAKE
 KR1644'RIGHT FORK (OLD MILL ON LEFT), GO 0.1 MILE, TAKE RIGHT FORK AND
 KR1644'HOLD TO MAIN TRAVEL ROAD ON OLD RAILROAD GRADE, GO 1.2 MILES,
 KR1644'INTERSECT MAIN LINE OF OLD RAILROAD GRADE, E.T.T., PACK UP
 KR1644'GRADE ALONG HILLSIDE APPROXIMATELY S 70 DEG W AND ABOUT 0.3
 KR1644'MILE TO STATION SITE.  10 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0505 ***********************************************************************
 HQ0505  DESIGNATION -  AMMONIA
 HQ0505  PID         -  HQ0505
 HQ0505  STATE/COUNTY-  NV/NYE
 HQ0505  USGS QUAD   -  BUCKBOARD MESA (1983)
 HQ0505
 HQ0505                         *CURRENT SURVEY CONTROL
 HQ0505  ___________________________________________________________________
 HQ0505* NAD 83(1994)-  37 06 37.19180(N)    116 18 42.69726(W)     ADJUSTED  
 HQ0505* NAVD 88     -      1549.900  (meters)    5084.96   (feet)  ADJUSTED  
 HQ0505  ___________________________________________________________________
 HQ0505  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 HQ0505  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 HQ0505  DYNAMIC HT  -        1548.103 (meters)    5079.07  (feet)  COMP
 HQ0505  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 HQ0505
 HQ0505  HORZ ORDER  -  SECOND
 HQ0505  VERT ORDER  -  SECOND    CLASS 0
 HQ0505
 HQ0505.The horizontal coordinates were established by classical geodetic methods
 HQ0505.and adjusted by the National Geodetic Survey in June 1998..
 HQ0505
 HQ0505.The orthometric height was determined by differential leveling
 HQ0505.and adjusted by the National Geodetic Survey in June 1991..
 HQ0505
 HQ0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0505
 HQ0505.The geoid height was determined by GEOID03.
 HQ0505
 HQ0505.The dynamic height is computed by dividing the NAVD 88
 HQ0505.geopotential number by the normal gravity value computed on the
 HQ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0505.degrees latitude (g = 980.6199 gals.).
 HQ0505
 HQ0505.The modeled gravity was interpolated from observed gravity values.
 HQ0505
 HQ0505;                    North         East     Units Scale Factor Converg.
 HQ0505;SPC NV C     - 6,261,929.759   531,533.115   MT  0.99991224   +0 12 50.7
 HQ0505;SPC NV C     -20,544,347.88  1,743,871.56   sFT  0.99991224   +0 12 50.7
 HQ0505;UTM  11      - 4,107,333.396   561,139.784   MT  0.99964605   +0 24 54.7
 HQ0505
 HQ0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0505!SPC NV C     -   0.99976098  x   0.99991224  =   0.99967325
 HQ0505!UTM  11      -   0.99976098  x   0.99964605  =   0.99940712
 HQ0505
 HQ0505|---------------------------------------------------------------------|
 HQ0505| PID    Reference Object                     Distance      Geod. Az  |
 HQ0505|                                                           dddmmss.s |
 HQ0505| HQ0504 AMMONIA RM 1                          8.733 METERS 05552     |
 HQ0505| DD5286 AMMONIA AZ MK                                      1824601.6 |
 HQ0505| HQ0506 AMMONIA RM 2                          9.935 METERS 26630     |
 HQ0505|---------------------------------------------------------------------|
 HQ0505
 HQ0505                          SUPERSEDED SURVEY CONTROL
 HQ0505
 HQ0505  NAD 83(1986)-  37 06 37.19577(N)    116 18 42.70263(W) AD(       ) 2
 HQ0505  NAD 27      -  37 06 37.37700(N)    116 18 39.52700(W) AD(       ) 2
 HQ0505  NGVD 29 (??/??/92) 1548.860  (m)         5081.55   (f) ADJ UNCH    2 0
 HQ0505
 HQ0505.Superseded values are not recommended for survey control.
 HQ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0505.See file dsdata.txt to determine how the superseded data were derived.
 HQ0505
 HQ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB6114007333(NAD 83)
 HQ0505_MARKER: DS = TRIANGULATION STATION DISK
 HQ0505_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0505_STAMPING: AMMONIA 1949
 HQ0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0505+STABILITY: POSITION/ELEVATION WELL
 HQ0505
 HQ0505  HISTORY     - Date     Condition        Report By
 HQ0505  HISTORY     - 1949     MONUMENTED       CGS
 HQ0505  HISTORY     - 1949     GOOD             CGS
 HQ0505  HISTORY     - 1952     GOOD             CGS
 HQ0505  HISTORY     - 1952     GOOD             NGS
 HQ0505  HISTORY     - 1959     GOOD             USGS
 HQ0505
 HQ0505                          STATION DESCRIPTION
 HQ0505
 HQ0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 HQ0505'THE STATION IS 7 MILES NORTHWEST OF TIPPIPAH SPRINGS AND 2
 HQ0505'MILES SOUTH-SOUTHWEST OF AMMONIA TANKS, IN THE UPPER BASIN OF
 HQ0505'THE FORTYMILE CANYON DRAINAGE.  THE MARK IS AT THE NORTH END
 HQ0505'OF AN AIRPLANE LANDING FIELD DEVELOPED BY THE ARMY AIR FORCE, AT
 HQ0505'THE WEST END OF THE LANDING STRIP.
 HQ0505'
 HQ0505'REFERENCE MARK NO. 1 IS SET IN THE TOP OF A 12 INCH CONCRETE POST
 HQ0505'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS STAMPED AMMONIA
 HQ0505'NO 1 1949.
 HQ0505'
 HQ0505'REFERENCE MARK NO. 2 IS SET IN THE TOP OF A 12 INCH CONCRETE POST
 HQ0505'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS STAMPED
 HQ0505'AMMONIA NO 2 1949.
 HQ0505'
 HQ0505'TO REACH THE STATION FROM TIPPIPAH SPRINGS AT THE ROCK HOUSE,
 HQ0505'CONTINUE WESTWARD TO THE SOUTH SIDE OF FRAME DWELLING AND
 HQ0505'CONTINUE ON THE MAIN TRAVELED ROAD CROSSING THE SUMMIT INTO
 HQ0505'THE DRAINAGE OF FORTYMILE CANYON FOR 5.65 MILES TO A SIGN
 HQ0505'TIPPIPAH 6 AMMONIA TANKS 7 AT A Y FORK.  TAKE THE RIGHT FORK
 HQ0505'MAINTRAVELED ROAD TOWARD AMMONIA TANKS.  TRAVEL FOR 4 MILES
 HQ0505'AND ENTER ONTO LANDING STRIP ESTABLISHED BY THE ARMY AIR FORCE.
 HQ0505'CONTINUE 1 MILE TO THE NORTH END OF THE FIELD FOLLOWING ALONG
 HQ0505'ITS WESTERN EDGE TO THE STATION SITE.  MARK IS 35 PACES
 HQ0505'NORTHWEST OF THE NORTHWEST CORNER OF THE FIELD.
 HQ0505'
 HQ0505'THE AZIMUTH MARK SHOULD BE PLACED AT THE OTHER END OF THE FIELD,
 HQ0505'BUT SUFFICIENTLY OFF THE STRIP SO THAT IT WILL NOT BE IN
 HQ0505'DANGER OF BEING DESTROYED.
 HQ0505
 HQ0505                          STATION RECOVERY (1949)
 HQ0505
 HQ0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS)
 HQ0505'THE STATION IS LOCATED AT AN AIRPLANE LANDING FIELD DEVELOPED
 HQ0505'BY THE ARMY AIR FORCE IN THE UPPER BASIN OF THE FORTYMILE
 HQ0505'CANYON DRAINAGE, ABOUT 7 MILES AIR LINE NORTHWEST OF TIPPIPAH
 HQ0505'SPRINGS, AND ABOUT 2 MILES SOUTH SOUTHWEST OF AMMONIA TANKS.
 HQ0505'THE STATION IS NEAR THE NORTHWEST CORNER OF THE AIRFIELD, 10
 HQ0505'PACES WEST OF DRAINAGE DITCH, PROJECTS 4 INCHES, AND IS STAMPED,
 HQ0505'AMMONIA 1949.
 HQ0505'
 HQ0505'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 HQ0505'STATION, PROJECTS 6 INCHES, AND IS STAMPED AMMONIA NO 1 1949.
 HQ0505'
 HQ0505'REFERENCE MARK NO. 2 IS APPROXIMATELY 4 INCHES HIGHER THAN
 HQ0505'THE STATION, PROJECTS 3 INCHES, AND IS STAMPED AMMONIA NO 2
 HQ0505'1949.
 HQ0505'
 HQ0505'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF THE AIRFIELD,
 HQ0505'67 PACES EAST OF WHITE WITNESS POST WHICH IS SET ON THE WEST
 HQ0505'SIDE OF THE AIRFIELD AND 25 PACES EAST OF WIND SOCK, 14 PACES
 HQ0505'EAST OF EAST EDGE OF THE AIRFIELD IN A LARGE WHITE BOULDER
 HQ0505'PROJECTING 4 FEET, AND IS STAMPED AMMONIA 1949.
 HQ0505'
 HQ0505'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 95 AND STATE
 HQ0505'HIGHWAY 29, DRIVE NORTH-NORTHEAST ON A DIRT ROAD, FOLLOWING THE
 HQ0505'MAIN TRAVELED ROAD, FOR 38.2 MILES TO TIPPIPAH SPRINGS.  CONTINUE
 HQ0505'NORTH-WESTERLY ALONG THE MAIN ROAD, CROSSING THE SUMMIT,
 HQ0505'INTO THE DRAINAGE OF FORTYMILE CANYON, FOR 5.2 MILES TO A
 HQ0505'Y-FORK AND SIGN TIPPIPAH 6, AMMONIA TANKS 7.  TAKE THE RIGHT
 HQ0505'FORK FOR 3.3 MILES TO THE SOUTH END OF ABANDONED ARMY AIR
 HQ0505'FIELD.  CONTINUE ON WEST SIDE OF AIR STRIP FOR 0.45 MILE TO
 HQ0505'AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE, CONTINUE STRAIGHT
 HQ0505'AHEAD FOR 0.55 MILE TO STATION.  A DRIVE STATION.
 HQ0505
 HQ0505                          STATION RECOVERY (1952)
 HQ0505
 HQ0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 HQ0505'10.2 MILES WEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0505'AT TIPPIPAH SPRINGS, AT THE NORTHWEST CORNER OF A DUMMY AIR STRIP
 HQ0505'WHICH IS USED FOR TARGET PRACTICE, 85 FEET WEST OF THE CENTER
 HQ0505'LINE OF THE ROAD, A TRIANGULATION STATION DISK SET IN THE TOP
 HQ0505'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 HQ0505'STAMPED AMMONIA 1949.
 HQ0505'
 HQ0505'AMMONIA R.M. 1 IS 65 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HQ0505'28.6 FEET NORTHEAST OF TRIANGULATION STATION AMMONIA 1949,
 HQ0505'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 HQ0505'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED AMMONIA
 HQ0505'NO 1 1949.
 HQ0505'
 HQ0505'AMMONIA R.M. 2 IS 32.6 FEET SOUTHWEST OF TRIANGULATION STATION
 HQ0505'AMMONIA 1949.  A REFERENCE MARK DISK SET IN THE TOP OF A
 HQ0505'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED
 HQ0505'AMMONIA NO 2 1949.
 HQ0505
 HQ0505                          STATION RECOVERY (1952)
 HQ0505
 HQ0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 HQ0505'10.2 MI W FROM TIPPIPAH SPRINGS.
 HQ0505'10.2 MILES WEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0505'AT TIPPIPAH SPRINGS, AT THE NORTHWEST CORNER OF A DUMMY AIR
 HQ0505'STRIP WHICH IS USED FOR TARGET PRACTICE, 85 FEET WEST OF THE
 HQ0505'CENTER LINE OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 HQ0505'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 HQ0505
 HQ0505                          STATION RECOVERY (1959)
 HQ0505
 HQ0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HQ0505'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37116-2, STATION 1001.
 HQ0505'STATION MARK--A TRIANGULATION STATION DISK STAMPED---AMMONIA 1949---,
 HQ0505'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FEET ABOVE THE
 HQ0505'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0504 ***********************************************************************
 HQ0504  DESIGNATION -  AMMONIA RM 1
 HQ0504  PID         -  HQ0504
 HQ0504  STATE/COUNTY-  NV/NYE
 HQ0504  USGS QUAD   -  BUCKBOARD MESA (1983)
 HQ0504
 HQ0504                         *CURRENT SURVEY CONTROL
 HQ0504  ___________________________________________________________________
 HQ0504* NAD 83(1986)-  37 06 39.     (N)    116 18 44.     (W)     SCALED    
 HQ0504* NAVD 88     -      1549.679  (meters)    5084.24   (feet)  ADJUSTED  
 HQ0504  ___________________________________________________________________
 HQ0504  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 HQ0504  DYNAMIC HT  -        1547.883 (meters)    5078.35  (feet)  COMP
 HQ0504  MODELED GRAV-     979,417.3   (mgal)                       NAVD 88
 HQ0504
 HQ0504  VERT ORDER  -  SECOND    CLASS 0
 HQ0504
 HQ0504.The horizontal coordinates were scaled from a topographic map and have
 HQ0504.an estimated accuracy of +/- 6 seconds.
 HQ0504
 HQ0504.The orthometric height was determined by differential leveling
 HQ0504.and adjusted by the National Geodetic Survey in June 1991..
 HQ0504
 HQ0504.The geoid height was determined by GEOID03.
 HQ0504
 HQ0504.The dynamic height is computed by dividing the NAVD 88
 HQ0504.geopotential number by the normal gravity value computed on the
 HQ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0504.degrees latitude (g = 980.6199 gals.).
 HQ0504
 HQ0504.The modeled gravity was interpolated from observed gravity values.
 HQ0504
 HQ0504;                    North         East    Units  Estimated Accuracy
 HQ0504;SPC NV C     - 6,261,990.      531,500.      MT  (+/- 180 meters Scaled)
 HQ0504
 HQ0504                          SUPERSEDED SURVEY CONTROL
 HQ0504
 HQ0504  NGVD 29 (??/??/92) 1548.639  (m)         5080.83   (f) ADJ UNCH    2 0
 HQ0504
 HQ0504.Superseded values are not recommended for survey control.
 HQ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0504.See file dsdata.txt to determine how the superseded data were derived.
 HQ0504
 HQ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB611073(NAD 83)
 HQ0504_MARKER: DR = REFERENCE MARK DISK
 HQ0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0504_STAMPING: AMMONIA NO 1 1949
 HQ0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0504+STABILITY: SURFACE MOTION
 HQ0504
 HQ0504  HISTORY     - Date     Condition        Report By
 HQ0504  HISTORY     - 1949     MONUMENTED       CGS
 HQ0504  HISTORY     - 1952     GOOD             NGS
 HQ0504
 HQ0504                          STATION DESCRIPTION
 HQ0504
 HQ0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0504'10.2 MI W FROM TIPPIPAH SPRINGS.
 HQ0504'10.2 MILES WEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0504'AT TIPPIPAH SPRINGS, AT THE NORTHWEST CORNER OF A DUMMY AIR
 HQ0504'STRIP WHICH IS USED FOR TARGET PRACTICE, 65 FEET WEST OF THE
 HQ0504'CENTER LINE OF THE ROAD, 28.6 FEET NORTHEAST OF TRIANGULATION
 HQ0504'STATION AMMONIA 1949, SET IN THE TOP OF A CONCRETE POST WHICH
 HQ0504'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0506 ***********************************************************************
 HQ0506  DESIGNATION -  AMMONIA RM 2
 HQ0506  PID         -  HQ0506
 HQ0506  STATE/COUNTY-  NV/NYE
 HQ0506  USGS QUAD   -  BUCKBOARD MESA (1983)
 HQ0506
 HQ0506                         *CURRENT SURVEY CONTROL
 HQ0506  ___________________________________________________________________
 HQ0506* NAD 83(1986)-  37 06 39.     (N)    116 18 43.     (W)     SCALED    
 HQ0506* NAVD 88     -      1549.907  (meters)    5084.99   (feet)  ADJUSTED  
 HQ0506  ___________________________________________________________________
 HQ0506  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 HQ0506  DYNAMIC HT  -        1548.110 (meters)    5079.09  (feet)  COMP
 HQ0506  MODELED GRAV-     979,417.4   (mgal)                       NAVD 88
 HQ0506
 HQ0506  VERT ORDER  -  SECOND    CLASS 0
 HQ0506
 HQ0506.The horizontal coordinates were scaled from a topographic map and have
 HQ0506.an estimated accuracy of +/- 6 seconds.
 HQ0506
 HQ0506.The orthometric height was determined by differential leveling
 HQ0506.and adjusted by the National Geodetic Survey in June 1991..
 HQ0506
 HQ0506.The geoid height was determined by GEOID03.
 HQ0506
 HQ0506.The dynamic height is computed by dividing the NAVD 88
 HQ0506.geopotential number by the normal gravity value computed on the
 HQ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0506.degrees latitude (g = 980.6199 gals.).
 HQ0506
 HQ0506.The modeled gravity was interpolated from observed gravity values.
 HQ0506
 HQ0506;                    North         East    Units  Estimated Accuracy
 HQ0506;SPC NV C     - 6,261,990.      531,530.      MT  (+/- 180 meters Scaled)
 HQ0506
 HQ0506                          SUPERSEDED SURVEY CONTROL
 HQ0506
 HQ0506  NGVD 29 (??/??/92) 1548.867  (m)         5081.57   (f) ADJ UNCH    2 0
 HQ0506
 HQ0506.Superseded values are not recommended for survey control.
 HQ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0506.See file dsdata.txt to determine how the superseded data were derived.
 HQ0506
 HQ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB611073(NAD 83)
 HQ0506_MARKER: DR = REFERENCE MARK DISK
 HQ0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0506_STAMPING: AMMONIA NO 2 1949
 HQ0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0506+STABILITY: SURFACE MOTION
 HQ0506
 HQ0506  HISTORY     - Date     Condition        Report By
 HQ0506  HISTORY     - 1949     MONUMENTED       CGS
 HQ0506  HISTORY     - 1952     GOOD             NGS
 HQ0506
 HQ0506                          STATION DESCRIPTION
 HQ0506
 HQ0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0506'10.2 MI W FROM TIPPIPAH.
 HQ0506'10.2 MILES WEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0506'AT TIPPIPAH SPRINGS, AT THE NORTHWEST CORNER OF A DUMMY AIR
 HQ0506'STRIP WHICH IS USED FOR TARGET PRACTICE, 32.6 FEET SOUTHWEST
 HQ0506'OF TRIANGULATION STATION AMMONIA 1949, SET IN THE TOP OF A
 HQ0506'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1079 ***********************************************************************
 DI1079  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1079  DESIGNATION -  AMS WT FACILITY CORS ARP
 DI1079  CORS_ID     -  NVLM
 DI1079  PID         -  DI1079
 DI1079  STATE/COUNTY-  NV/CLARK
 DI1079  USGS QUAD   -  BOULDER BEACH (1970)
 DI1079
 DI1079                         *CURRENT SURVEY CONTROL
 DI1079  ___________________________________________________________________
 DI1079* NAD 83(CORS)-  36 04 10.75683(N)    114 48 47.49315(W)     ADJUSTED  
 DI1079* NAVD 88     -                                                        
 DI1079  ___________________________________________________________________
 DI1079  EPOCH DATE  -        2002.00
 DI1079  X           -  -2,166,183.671 (meters)                     COMP
 DI1079  Y           -  -4,685,217.513 (meters)                     COMP
 DI1079  Z           -   3,734,655.301 (meters)                     COMP
 DI1079  ELLIP HEIGHT-         362.81  (meters)          (08/??/06) GPS OBS
 DI1079  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DI1079
 DI1079  HORZ ORDER  -  SPECIAL (CORS)
 DI1079  ELLP ORDER  -  SPECIAL (CORS)
 DI1079
 DI1079.ITRF positions are available for this station.
 DI1079.The coordinates were established by GPS observations
 DI1079.and adjusted by the National Geodetic Survey in August 2006..
 DI1079.The coordinates are valid at the epoch date displayed above.
 DI1079.The epoch date for horizontal control is a decimal equivalence
 DI1079.of Year/Month/Day.
 DI1079
 DI1079
 DI1079.The PID for the CORS L1 Phase Center is DI1080.
 DI1079
 DI1079.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1079
 DI1079.The ellipsoidal height was determined by GPS observations
 DI1079.and is referenced to NAD 83.
 DI1079
 DI1079.The geoid height was determined by GEOID03.
 DI1079
 DI1079;                    North         East     Units Scale Factor Converg.
 DI1079;SPC NV E     - 8,146,673.067   269,371.328   MT  0.99995928   +0 27 12.4
 DI1079;SPC NV E     -26,727,876.55    883,762.43   sFT  0.99995928   +0 27 12.4
 DI1079
 DI1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1079!SPC NV E     -   0.99994306  x   0.99995928  =   0.99990234
 DI1079
 DI1079                          SUPERSEDED SURVEY CONTROL
 DI1079
 DI1079.No superseded survey control is available for this station.
 DI1079
 DI1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9693393888(NAD 83)
 DI1079_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1079
 DI1079                          STATION DESCRIPTION
 DI1079
 DI1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1079'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1079'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1079'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1079'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1079'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1080 ***********************************************************************
 DI1080  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1080  DESIGNATION -  AMS WT FACILITY CORS L1 PHASE CENTER
 DI1080  CORS_ID     -  NVLM
 DI1080  PID         -  DI1080
 DI1080  STATE/COUNTY-  NV/CLARK
 DI1080  USGS QUAD   -  BOULDER BEACH (1970)
 DI1080
 DI1080                         *CURRENT SURVEY CONTROL
 DI1080  ___________________________________________________________________
 DI1080* NAD 83(CORS)-  36 04 10.75691(N)    114 48 47.49310(W)     ADJUSTED  
 DI1080* NAVD 88     -                                                        
 DI1080  ___________________________________________________________________
 DI1080  EPOCH DATE  -        2002.00
 DI1080  X           -  -2,166,183.707 (meters)                     COMP
 DI1080  Y           -  -4,685,217.593 (meters)                     COMP
 DI1080  Z           -   3,734,655.368 (meters)                     COMP
 DI1080  ELLIP HEIGHT-         362.92  (meters)          (08/??/06) GPS OBS
 DI1080  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DI1080
 DI1080  HORZ ORDER  -  SPECIAL (CORS)
 DI1080  ELLP ORDER  -  SPECIAL (CORS)
 DI1080
 DI1080.ITRF positions are available for this station.
 DI1080.The coordinates were established by GPS observations
 DI1080.and adjusted by the National Geodetic Survey in August 2006..
 DI1080.The coordinates are valid at the epoch date displayed above.
 DI1080.The epoch date for horizontal control is a decimal equivalence
 DI1080.of Year/Month/Day.
 DI1080
 DI1080
 DI1080.The PID for the CORS ARP is DI1079.
 DI1080
 DI1080.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1080
 DI1080.The ellipsoidal height was determined by GPS observations
 DI1080.and is referenced to NAD 83.
 DI1080
 DI1080.The geoid height was determined by GEOID03.
 DI1080
 DI1080;                    North         East     Units Scale Factor Converg.
 DI1080;SPC NV E     - 8,146,673.069   269,371.329   MT  0.99995928   +0 27 12.4
 DI1080;SPC NV E     -26,727,876.56    883,762.44   sFT  0.99995928   +0 27 12.4
 DI1080
 DI1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1080!SPC NV E     -   0.99994304  x   0.99995928  =   0.99990233
 DI1080
 DI1080                          SUPERSEDED SURVEY CONTROL
 DI1080
 DI1080.No superseded survey control is available for this station.
 DI1080
 DI1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9693393888(NAD 83)
 DI1080_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1080
 DI1080                          STATION DESCRIPTION
 DI1080
 DI1080'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1080'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1080'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1080'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1080'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1080'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1852 ***********************************************************************
 KR1852  DESIGNATION -  ANAHO
 KR1852  PID         -  KR1852
 KR1852  STATE/COUNTY-  NV/WASHOE
 KR1852  USGS QUAD   -  SUTCLIFFE (1980)
 KR1852
 KR1852                         *CURRENT SURVEY CONTROL
 KR1852  ___________________________________________________________________
 KR1852* NAD 83(1994)-  39 57 05.00476(N)    119 30 50.24255(W)     ADJUSTED  
 KR1852* NAVD 88     -      1335.0    (meters)    4380.     (feet)  VERTCON   
 KR1852  ___________________________________________________________________
 KR1852  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 KR1852  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 KR1852
 KR1852  HORZ ORDER  -  THIRD
 KR1852
 KR1852.The horizontal coordinates were established by classical geodetic methods
 KR1852.and adjusted by the National Geodetic Survey in June 1998..
 KR1852
 KR1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1852
 KR1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1852
 KR1852.The geoid height was determined by GEOID03.
 KR1852
 KR1852;                    North         East     Units Scale Factor Converg.
 KR1852;SPC NV W     - 4,577,630.330   720,481.528   MT  0.99997782   -0 35 51.4
 KR1852;SPC NV W     -15,018,442.17  2,363,779.81   sFT  0.99997782   -0 35 51.4
 KR1852;UTM  11      - 4,425,388.448   285,245.139   MT  1.00016780   -1 36 53.7
 KR1852
 KR1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1852!SPC NV W     -   0.99979433  x   0.99997782  =   0.99977215
 KR1852!UTM  11      -   0.99979433  x   1.00016780  =   0.99996209
 KR1852
 KR1852|---------------------------------------------------------------------|
 KR1852| PID    Reference Object                     Distance      Geod. Az  |
 KR1852|                                                           dddmmss.s |
 KR1852| CS7069 ANAHO RM 2                            2.990 METERS 25014     |
 KR1852| CS7068 ANAHO RM 1                            4.718 METERS 35031     |
 KR1852|---------------------------------------------------------------------|
 KR1852
 KR1852                          SUPERSEDED SURVEY CONTROL
 KR1852
 KR1852  NAD 83(1992)-  39 57 05.01064(N)    119 30 50.24279(W) AD(       ) 3
 KR1852  NAD 83(1986)-  39 57 05.01499(N)    119 30 50.23270(W) AD(       ) 3
 KR1852  NGVD 29 (10/14/92) 1334.1    (m)         4377.     (f) VERT ANG       
 KR1852
 KR1852.Superseded values are not recommended for survey control.
 KR1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1852.See file dsdata.txt to determine how the superseded data were derived.
 KR1852
 KR1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE8524525388(NAD 83)
 KR1852_MARKER: DS = TRIANGULATION STATION DISK
 KR1852_SETTING: 80 = SET IN A BOULDER
 KR1852_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KR1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1852+STABILITY: SURFACE MOTION
 KR1852
 KR1852  HISTORY     - Date     Condition        Report By
 KR1852  HISTORY     - 1956     MONUMENTED       USGS
 KR1852
 KR1852                          STATION DESCRIPTION
 KR1852
 KR1852'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KR1852'LOCATED ABOUT 5 MI E. OF SUTCLIFF.  ON HIGHEST POINT OF ANAHO
 KR1852'ISLAND IN PYRAMID LAKE.
 KR1852'
 KR1852'STATION REACHED ONLY BY BOAT.
 KR1852'
 KR1852'STATION MARK--STANDARD TABLET STAMPED---ANAHO 1956---, IN DRILL
 KR1852'HOLE IN LARGE ROCK, 5 FT BELOW HIGHEST POINT OF ISLAND.
 KR1852'
 KR1852'RM 1--STANDARD RM TABLET STAMPED---ANAHO NO 1---, IN ROCK OUTCROP.
 KR1852'
 KR1852'RM 2--COPPER NAIL AND WASHER STAMPED---R 2---, IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1319 ***********************************************************************
 JR1319  DESIGNATION -  ANCHOR
 JR1319  PID         -  JR1319
 JR1319  STATE/COUNTY-  NV/MINERAL
 JR1319  USGS QUAD   -  ANCHORITE HILLS (1994)
 JR1319
 JR1319                         *CURRENT SURVEY CONTROL
 JR1319  ___________________________________________________________________
 JR1319* NAD 83(1994)-  38 14 15.92160(N)    118 40 59.36491(W)     ADJUSTED  
 JR1319* NAVD 88     -      2763.5    (meters)    9067.     (feet)  VERTCON   
 JR1319  ___________________________________________________________________
 JR1319  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 JR1319  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 JR1319
 JR1319  HORZ ORDER  -  THIRD
 JR1319
 JR1319.The horizontal coordinates were established by classical geodetic methods
 JR1319.and adjusted by the National Geodetic Survey in June 1998..
 JR1319
 JR1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1319
 JR1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1319
 JR1319.The geoid height was determined by GEOID03.
 JR1319
 JR1319;                    North         East     Units Scale Factor Converg.
 JR1319;SPC NV W     - 4,386,996.311   791,261.504   MT  0.99990094   -0 03 42.4
 JR1319;SPC NV W     -14,393,003.73  2,595,997.12   sFT  0.99990094   -0 03 42.4
 JR1319;UTM  11      - 4,233,534.426   352,696.690   MT  0.99986723   -1 02 31.0
 JR1319
 JR1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1319!SPC NV W     -   0.99957042  x   0.99990094  =   0.99947140
 JR1319!UTM  11      -   0.99957042  x   0.99986723  =   0.99943771
 JR1319
 JR1319:                Primary Azimuth Mark                     Grid Az
 JR1319:SPC NV W     -  MOUNT HICKS                              291 44 25.1
 JR1319:UTM  11      -  MOUNT HICKS                              292 43 13.7
 JR1319
 JR1319|---------------------------------------------------------------------|
 JR1319| PID    Reference Object                     Distance      Geod. Az  |
 JR1319|                                                           dddmmss.s |
 JR1319| JR0994 MOUNT HICKS                         APPROX.12.7 KM 2914042.7 |
 JR1319|---------------------------------------------------------------------|
 JR1319
 JR1319                          SUPERSEDED SURVEY CONTROL
 JR1319
 JR1319  NAD 83(1992)-  38 14 15.91869(N)    118 40 59.36427(W) AD(       ) 3
 JR1319  NGVD 29 (06/01/94) 2762.1    (m)         9062.     (f) VERT ANG       
 JR1319
 JR1319.Superseded values are not recommended for survey control.
 JR1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1319.See file dsdata.txt to determine how the superseded data were derived.
 JR1319
 JR1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC5269733534(NAD 83)
 JR1319_MARKER: DD = SURVEY DISK
 JR1319_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JR1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1319
 JR1319  HISTORY     - Date     Condition        Report By
 JR1319  HISTORY     - 1954     MONUMENTED       USGS
 JR1319
 JR1319                          STATION DESCRIPTION
 JR1319
 JR1319'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JR1319'LOCATED ABOUT 12.5 MI. SE. OF AURORA AND 8.3 MI. NE. OF
 JR1319'CALIFORNIA-NEVADA STATE LINE, ON HIGHEST POINT OF N. GROUP OF
 JR1319'MOUNTAINS IN ANCHORITE HILLS AT HIGHEST POINT OF BLACK TOP.
 JR1319'
 JR1319'TO REACH FROM JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 31 IN
 JR1319'HAWTHORNE, DRIVE S. ON STATE HIGHWAY 31 FOR 26.4 MI. TO POINT ABOUT
 JR1319'0.2 MI. NE. OF SUMMIT OF RANGE OF MOUNTAINS KNOWN AS ANCHORITE HILLS
 JR1319'AND END OF TRUCK TRAVEL.  PACK W. TO TOP OF MAIN RIDGE, THEN FOLLOW
 JR1319'MAIN RIDGE N. TO HIGHEST POINT AND STATION.   ABOUT 2-HOUR PACK.
 JR1319'
 JR1319'STATION MARK--STANDARD ALUMINUM TABLET STAMPED----ANCHOR
 JR1319'1954----CEMENTED IN ROCK.
 JR1319'
 JR1319'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN TOP OF
 JR1319'SOLID ROCK, 9.03 FT. FROM STATION MARK 83 DEGREES 32 MINUTES.
 JR1319'
 JR1319'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN TOP OF SOLID
 JR1319'ROCK, 33.61 FT. FROM STATION MARK 0 DEGREES 18 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0468 ***********************************************************************
 HQ0468  DESIGNATION -  ANCRAM
 HQ0468  PID         -  HQ0468
 HQ0468  STATE/COUNTY-  NV/NYE
 HQ0468  USGS QUAD   -  SPRINGDALE (1986)
 HQ0468
 HQ0468                         *CURRENT SURVEY CONTROL
 HQ0468  ___________________________________________________________________
 HQ0468* NAD 83(1994)-  37 06 32.29663(N)    116 48 15.96830(W)     ADJUSTED  
 HQ0468* NAVD 88     -      1258.136  (meters)    4127.73   (feet)  ADJUSTED  
 HQ0468  ___________________________________________________________________
 HQ0468  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 HQ0468  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 HQ0468  DYNAMIC HT  -        1256.773 (meters)    4123.26  (feet)  COMP
 HQ0468  MODELED GRAV-     979,503.8   (mgal)                       NAVD 88
 HQ0468
 HQ0468  HORZ ORDER  -  SECOND
 HQ0468  VERT ORDER  -  SECOND    CLASS 0
 HQ0468
 HQ0468.The horizontal coordinates were established by classical geodetic methods
 HQ0468.and adjusted by the National Geodetic Survey in June 1998..
 HQ0468
 HQ0468.The orthometric height was determined by differential leveling
 HQ0468.and adjusted by the National Geodetic Survey in June 1991..
 HQ0468
 HQ0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0468
 HQ0468.The geoid height was determined by GEOID03.
 HQ0468
 HQ0468.The dynamic height is computed by dividing the NAVD 88
 HQ0468.geopotential number by the normal gravity value computed on the
 HQ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0468.degrees latitude (g = 980.6199 gals.).
 HQ0468
 HQ0468.The modeled gravity was interpolated from observed gravity values.
 HQ0468
 HQ0468;                    North         East     Units Scale Factor Converg.
 HQ0468;SPC NV C     - 6,261,728.840   487,755.697   MT  0.99990185   -0 04 59.2
 HQ0468;SPC NV C     -20,543,688.70  1,600,245.15   sFT  0.99990185   -0 04 59.2
 HQ0468;UTM  11      - 4,106,978.912   517,375.694   MT  0.99960372   +0 07 04.8
 HQ0468
 HQ0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0468!SPC NV C     -   0.99980685  x   0.99990185  =   0.99970872
 HQ0468!UTM  11      -   0.99980685  x   0.99960372  =   0.99941065
 HQ0468
 HQ0468:                Primary Azimuth Mark                     Grid Az
 HQ0468:SPC NV C     -  G 16                                     042 35 00.8
 HQ0468:UTM  11      -  G 16                                     042 22 56.8
 HQ0468
 HQ0468|---------------------------------------------------------------------|
 HQ0468| PID    Reference Object                     Distance      Geod. Az  |
 HQ0468|                                                           dddmmss.s |
 HQ0468| HQ0467 G 16                                               0423001.6 |
 HQ0468| HQ1023 CINDER CONE CAIRN                   APPROX. 5.9 KM 0525610.5 |
 HQ0468| DD7071 WINDMILL TOWER                                     0631656.9 |
 HQ0468| HQ0469 ANCRAM RM 1                           6.446 METERS 09045     |
 HQ0468| HQ1026 ANCRAN CAIRN                          5.450 METERS 19940     |
 HQ0468| HQ0470 ANCRAM RM 2                           4.546 METERS 20301     |
 HQ0468|---------------------------------------------------------------------|
 HQ0468
 HQ0468                          SUPERSEDED SURVEY CONTROL
 HQ0468
 HQ0468  NAD 83(1992)-  37 06 32.28282(N)    116 48 15.97301(W) AD(       ) 2
 HQ0468  NAD 83(1986)-  37 06 32.28207(N)    116 48 15.97517(W) AD(       ) 2
 HQ0468  NAD 27      -  37 06 32.49700(N)    116 48 12.73900(W) AD(       ) 2
 HQ0468  NGVD 29 (07/19/86) 1257.17   (m)         4124.6    (f) LEVELING    3  
 HQ0468
 HQ0468.Superseded values are not recommended for survey control.
 HQ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0468.See file dsdata.txt to determine how the superseded data were derived.
 HQ0468
 HQ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB1737606979(NAD 83)
 HQ0468_MARKER: DS = TRIANGULATION STATION DISK
 HQ0468_SETTING: 80 = SET IN A BOULDER
 HQ0468_SP_SET: BOULDER
 HQ0468_STAMPING: ANCRAM 1949
 HQ0468_MARK LOGO: CGS   
 HQ0468_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0468+STABILITY: SURFACE MOTION
 HQ0468
 HQ0468  HISTORY     - Date     Condition        Report By
 HQ0468  HISTORY     - 1949     MONUMENTED       CGS
 HQ0468  HISTORY     - 1952     GOOD             CGS
 HQ0468  HISTORY     - 1952     GOOD             NGS
 HQ0468  HISTORY     - 1976     GOOD             NGS
 HQ0468  HISTORY     - 1983     GOOD             NGS
 HQ0468  HISTORY     - 19920623 GOOD             LOCENG
 HQ0468
 HQ0468                          STATION DESCRIPTION
 HQ0468
 HQ0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 HQ0468'THE STATION IS ABOUT 14 MILES NORTH OF BEATTY, 6 MILES NORTHWEST
 HQ0468'OF SPRINGDALE, AND 150 YARDS SOUTHWEST OF U.S. HIGHWAY 95
 HQ0468'AT A CURVE JOINING TWO TANGENTS OF THE HIGHWAY.  IT IS ABOUT
 HQ0468'50 FEET HIGHER THAN THE HIGHWAY AND ON THE TIP OF A LOW, BLACK,
 HQ0468'RIMROCK BLUFF THAT TERMINATES A RIDGE EXTENDING FROM AN ELEVATION
 HQ0468'TO THE SOUTH.
 HQ0468'
 HQ0468'THE STATION MARK, STAMPED ANCRAM 1949, IS SET IN BEDROCK FLUSH
 HQ0468'WITH THE SURFACE.  IT IS 14 METERS SOUTH OF THE MOST NORTHERLY
 HQ0468'POINT OF THE BLUFF, 4 METERS EAST OF A 4 FOOT LEDGE, AND 5.45
 HQ0468'METERS NORTH OF A 4 FOOT CAIRN.
 HQ0468'
 HQ0468'REFERENCE MARK NO. 1, STAMPED ANCRAM NO 1 1949, IS SET IN A
 HQ0468'BEDROCK OUTCROP PROTRUDING 12 INCHES ABOVE THE SURFACE.  IT
 HQ0468'IS 2 METERS WEST OF THE EAST EDGE OF THE RIMROCK.
 HQ0468'
 HQ0468'REFERENCE MARK NO. 2, STAMPED ANCRAM NO 2 1949, IS SET IN
 HQ0468'BEDROCK FLUSH WITH THE SURFACE.  IT IS 1.5 METERS EAST OF THE
 HQ0468'EDGE OF THE RIMROCK AND 1 METER NORTH OF THE CAIRN.
 HQ0468'
 HQ0468'B.M. G 16, A STANDARD BENCH MARK OF THE U.S. COAST AND GEODETIC
 HQ0468'SURVEY, SERVES AS THE AZIMUTH MARK FOR THIS STATION.  IT IS
 HQ0468'ABOUT 75 YARDS NORTHWEST OF THREE PILES OF ROCK ON THE SOUTHWEST
 HQ0468'SIDE OF AN OLD RAILROAD BED, 12.8 METERS SOUTHWEST OF THE
 HQ0468'RAILROAD BED, AND 0.75 METER SOUTHWEST OF A WHITE WITNESS POST.
 HQ0468'THE MARK, STAMPED 4027.197, IS SET IN A CONCRETE POST PROJECTING
 HQ0468'14 INCHES ABOVE THE SURFACE OF THE GROUND.  TO REACH FROM
 HQ0468'THE END OF TRUCK TRAVEL ON THE HIGHWAY DRIVE NORTHEASTERLY
 HQ0468'ACROSS COUNTRY FOR 0.3 MILE TO THE RAILROAD BED AND THE MARK.
 HQ0468'
 HQ0468'TO REACH THE STATION FROM SPRINGDALE GO NORTHERLY ON U.S.
 HQ0468'HIGHWAY 95 FOR 6.4 MILES TO WHERE THE HIGHWAY CURVES LEFT AROUND
 HQ0468'THE LOW, BLACK BLUFF ON WHICH THE STATION IS LOCATED.
 HQ0468
 HQ0468                          STATION RECOVERY (1952)
 HQ0468
 HQ0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 HQ0468'16.1 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0468'AT BEATTY, ON TOP OF A SMALL ROCK COVERED BLUFF, 40 FEET SOUTH
 HQ0468'OF THE NORTH EDGE OF THE BLUFF, 21.2 FEET WEST OF ANCRAM R.M. 1,
 HQ0468'0.6 FOOT ABOVE THE GROUND, 0.1 MILE SOUTHWEST OF THE HIGHWAY,
 HQ0468'A TRIANGULATION STATION DISK SET IN THE TOP OF A BLACK ROCK
 HQ0468'OUTCROP, STAMPED ANARAM 1949.
 HQ0468'
 HQ0468'ANCRAM R.M. 1 IS 21.2 FEET EAST OF TRIANGULATION STATION
 HQ0468'ANCRAM 1949, 1.6 FEET ABOVE THE GROUND, 0.1 MILE SOUTHWEST
 HQ0468'OF THE HIGHWAY , A REFERENCE MARK DISK SET IN THE TOP OF A BLACK
 HQ0468'ROCK OUTCROP, STAMPED ANCRAM NO 1 1949.
 HQ0468'
 HQ0468'ANCRAM R.M. 2 IS 0.1 MILE SOUTHWEST OF THE HIGHWAY, 6 FEET
 HQ0468'EAST OF THE WEST EDGE OF THE BLUFF, 14.8 FEET SOUTH OF TRIANGULATION
 HQ0468'STATION ANCRAM 1949, 3 FEET NORTH OF A ROCK CAIRN, 1 FOOT ABOVE
 HQ0468'THE GROUND, A REFERENCE MARK DISK SET IN THE TOP OF A BLACK
 HQ0468'ROCK OUTCROP, STAMPED ANCRAM NO 2 1949.
 HQ0468'
 HQ0468'BENCH MARK G 16 IS THE AZIMUTH MARK FOR THIS STATION.  IT IS
 HQ0468'0.3 MILE NORTHWEST OF TRIANGULATION STATION ANCRAM 1949, 42
 HQ0468'FEET SOUTHWEST OF THE CENTER LINE OF AN ABANDONED RAILROAD
 HQ0468'GRADE, 2 FEET SOUTHWEST OF A WITNESS POST, A BENCH MARK DISK
 HQ0468'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.5 FEET
 HQ0468'ABOVE THE GROUND, STAMPED 4027.197.
 HQ0468
 HQ0468                          STATION RECOVERY (1952)
 HQ0468
 HQ0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 HQ0468'16.1 MI NW FROM BEATTY.
 HQ0468'16.1 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0468'AT BEATTY, ON TOP OF A SMALL ROCK COVERED BLUFF, 40 FEET SOUTH
 HQ0468'OF THE NORTH EDGE OF THE BLUFF, 21.2 FEET WEST OF ANCRAM R.M. 1,
 HQ0468'14.8 FEET NORTH OF ANCRAM R.M. 2, 0.6 FOOT ABOVE THE GROUND,
 HQ0468'SET IN THE TOP OF A BLACK ROCK OUTCROP, 0.1 MILE SOUTHWEST OF
 HQ0468'THE HIGHWAY, BENCH MARK G 16 IS THE AZIMUTH MARK FOR THIS STATION.
 HQ0468
 HQ0468                          STATION RECOVERY (1976)
 HQ0468
 HQ0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 HQ0468'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER 2
 HQ0468'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED
 HQ0468'FOR AT THIS TIME.  THE TO REACH IS ADEQUATE.
 HQ0468'
 HQ0468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 HQ0468'NORTHWEST OF SPRINGDALE.
 HQ0468
 HQ0468                          STATION RECOVERY (1983)
 HQ0468
 HQ0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0468'RECOVERED IN GOOD CONDITION.  ADD 26.15 KM (16.35 MI) NORTH OF THE
 HQ0468'JUNCTION OF US HIGHWAY 95 AND STATE HIGHWAY 374 IN BEATTY.  NOTE
 HQ0468'STATION IS SET IN A BOULDER AND NOT OUTCROP AS DESCRIBED IN THE 1949
 HQ0468'DESCRIPTION AND DUE TO ITS LOCATION WILL NOT BE LEVELED TO IN THE
 HQ0468'RELEVELING PROGRAM.
 HQ0468
 HQ0468                          STATION RECOVERY (1992)
 HQ0468
 HQ0468'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0469 ***********************************************************************
 HQ0469  DESIGNATION -  ANCRAM RM 1
 HQ0469  PID         -  HQ0469
 HQ0469  STATE/COUNTY-  NV/NYE
 HQ0469  USGS QUAD   -  SPRINGDALE (1986)
 HQ0469
 HQ0469                         *CURRENT SURVEY CONTROL
 HQ0469  ___________________________________________________________________
 HQ0469* NAD 83(1986)-  37 06 33.     (N)    116 48 15.     (W)     SCALED    
 HQ0469* NAVD 88     -      1258.067  (meters)    4127.51   (feet)  ADJUSTED  
 HQ0469  ___________________________________________________________________
 HQ0469  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 HQ0469  DYNAMIC HT  -        1256.704 (meters)    4123.04  (feet)  COMP
 HQ0469  MODELED GRAV-     979,504.0   (mgal)                       NAVD 88
 HQ0469
 HQ0469  VERT ORDER  -  SECOND    CLASS 0
 HQ0469
 HQ0469.The horizontal coordinates were scaled from a topographic map and have
 HQ0469.an estimated accuracy of +/- 6 seconds.
 HQ0469
 HQ0469.The orthometric height was determined by differential leveling
 HQ0469.and adjusted by the National Geodetic Survey in June 1991..
 HQ0469
 HQ0469.The geoid height was determined by GEOID03.
 HQ0469
 HQ0469.The dynamic height is computed by dividing the NAVD 88
 HQ0469.geopotential number by the normal gravity value computed on the
 HQ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0469.degrees latitude (g = 980.6199 gals.).
 HQ0469
 HQ0469.The modeled gravity was interpolated from observed gravity values.
 HQ0469
 HQ0469;                    North         East    Units  Estimated Accuracy
 HQ0469;SPC NV C     - 6,261,750.      487,780.      MT  (+/- 180 meters Scaled)
 HQ0469
 HQ0469                          SUPERSEDED SURVEY CONTROL
 HQ0469
 HQ0469.No superseded survey control is available for this station.
 HQ0469
 HQ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB174070(NAD 83)
 HQ0469_MARKER: DR = REFERENCE MARK DISK
 HQ0469_SETTING: 80 = SET IN A BOULDER
 HQ0469_SP_SET: BOULDER
 HQ0469_STAMPING: ANCRAM NO 1 1949
 HQ0469_MARK LOGO: CGS   
 HQ0469_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0469+STABILITY: SURFACE MOTION
 HQ0469
 HQ0469  HISTORY     - Date     Condition        Report By
 HQ0469  HISTORY     - 1949     MONUMENTED       CGS
 HQ0469  HISTORY     - 1952     GOOD             NGS
 HQ0469  HISTORY     - 1983     GOOD             NGS
 HQ0469  HISTORY     - 19920623 GOOD             LOCENG
 HQ0469
 HQ0469                          STATION DESCRIPTION
 HQ0469
 HQ0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0469'16.1 MI NW FROM BEATTY.
 HQ0469'16.1 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0469'AT BEATTY, ON THE TOP OF A SMALL ROCK COVERED BLUFF, 21.2 FEET
 HQ0469'EAST OF TRIANGULATION STATION ANCRAM 1949, 1.6 FEET ABOVE THE
 HQ0469'GROUND, SET IN THE TOP OF A BLACK ROCK OUTCROP.  0.1 MILE
 HQ0469'SOUTHWEST OF THE HIGHWAY.
 HQ0469
 HQ0469                          STATION RECOVERY (1983)
 HQ0469
 HQ0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0469'RECOVERED IN GOOD CONDITION.  ADD 26.15 KM (16.35 MI) NORTH OF THE
 HQ0469'JUNCTION OF US HIGHWAY 95 AND STATE HIGHWAY 374 IN BEATTY.  NOTE THIS
 HQ0469'MARK IS IN A BOULDER AND NOT IN BEDROCK AS DESCRIBED IN THE 1949
 HQ0469'DESCRIPTION, AND DUE TO ITS LOCATION WILL NOT BE INCLUDED IN THE
 HQ0469'RELEVELING PROGRAM.
 HQ0469
 HQ0469                          STATION RECOVERY (1992)
 HQ0469
 HQ0469'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0470 ***********************************************************************
 HQ0470  DESIGNATION -  ANCRAM RM 2
 HQ0470  PID         -  HQ0470
 HQ0470  STATE/COUNTY-  NV/NYE
 HQ0470  USGS QUAD   -  SPRINGDALE (1986)
 HQ0470
 HQ0470                         *CURRENT SURVEY CONTROL
 HQ0470  ___________________________________________________________________
 HQ0470* NAD 83(1986)-  37 06 32.     (N)    116 48 16.     (W)     SCALED    
 HQ0470* NAVD 88     -      1258.256  (meters)    4128.13   (feet)  ADJUSTED  
 HQ0470  ___________________________________________________________________
 HQ0470  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 HQ0470  DYNAMIC HT  -        1256.893 (meters)    4123.66  (feet)  COMP
 HQ0470  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 HQ0470
 HQ0470  VERT ORDER  -  SECOND    CLASS 0
 HQ0470
 HQ0470.The horizontal coordinates were scaled from a topographic map and have
 HQ0470.an estimated accuracy of +/- 6 seconds.
 HQ0470
 HQ0470.The orthometric height was determined by differential leveling
 HQ0470.and adjusted by the National Geodetic Survey in June 1991..
 HQ0470
 HQ0470.The geoid height was determined by GEOID03.
 HQ0470
 HQ0470.The dynamic height is computed by dividing the NAVD 88
 HQ0470.geopotential number by the normal gravity value computed on the
 HQ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0470.degrees latitude (g = 980.6199 gals.).
 HQ0470
 HQ0470.The modeled gravity was interpolated from observed gravity values.
 HQ0470
 HQ0470;                    North         East    Units  Estimated Accuracy
 HQ0470;SPC NV C     - 6,261,720.      487,760.      MT  (+/- 180 meters Scaled)
 HQ0470
 HQ0470                          SUPERSEDED SURVEY CONTROL
 HQ0470
 HQ0470.No superseded survey control is available for this station.
 HQ0470
 HQ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB173069(NAD 83)
 HQ0470_MARKER: DR = REFERENCE MARK DISK
 HQ0470_SETTING: 80 = SET IN A BOULDER
 HQ0470_SP_SET: BOULDER
 HQ0470_STAMPING: ANCRAM NO 2 1949
 HQ0470_MARK LOGO: CGS   
 HQ0470_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0470+STABILITY: SURFACE MOTION
 HQ0470
 HQ0470  HISTORY     - Date     Condition        Report By
 HQ0470  HISTORY     - 1949     MONUMENTED       CGS
 HQ0470  HISTORY     - 1952     GOOD             NGS
 HQ0470  HISTORY     - 1983     GOOD             NGS
 HQ0470  HISTORY     - 19920623 GOOD             LOCENG
 HQ0470
 HQ0470                          STATION DESCRIPTION
 HQ0470
 HQ0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0470'16.1 MI NW FROM BEATTY.
 HQ0470'16.1 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0470'AT BEATTY, ON TOP OF A SMALL ROCK COVERED BLUFF, 0.1 MILE
 HQ0470'SOUTHWEST OF THE HIGHWAY, 6 FEET EAST OF THE WEST EDGE OF
 HQ0470'THE BLUFF, 14.8 FEET SOUTH OF TRIANGULATION STATION ANCRAM 1949,
 HQ0470'3 FEET NORTH OF A ROCK CAIRN, 1 FOOT ABOVE THE GROUND, SET IN
 HQ0470'THE TOP OF A BLACK ROCK OUTCROP.
 HQ0470
 HQ0470                          STATION RECOVERY (1983)
 HQ0470
 HQ0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0470'RECOVERED IN GOOD CONDITION.  ADD 26.15 KM (16.35 MI) NORTH OF THE
 HQ0470'JUNCTION OF US HIGHWAY 95 AND STATE HIGHWAY 374 IN BEATTY.  NOTE THIS
 HQ0470'MARK IS SET IN A BOULDER AND NOT OUTCROP AS DESCRIBED IN THE 1949
 HQ0470'DESCRIPTION, AND DUE TO ITS LOCATION WILL NOT BE INCLUDED IN THE
 HQ0470'RELEVELING PROGRAM.
 HQ0470
 HQ0470                          STATION RECOVERY (1992)
 HQ0470
 HQ0470'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1026 ***********************************************************************
 HQ1026  DESIGNATION -  ANCRAN CAIRN
 HQ1026  PID         -  HQ1026
 HQ1026  STATE/COUNTY-  NV/NYE
 HQ1026  USGS QUAD   -  SPRINGDALE (1986)
 HQ1026
 HQ1026                         *CURRENT SURVEY CONTROL
 HQ1026  ___________________________________________________________________
 HQ1026* NAD 83(1994)-  37 06 32.13017(N)    116 48 16.04259(W)     ADJUSTED  
 HQ1026* NAVD 88     -      1259.     (meters)    4131.     (feet)  SCALED    
 HQ1026  ___________________________________________________________________
 HQ1026  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 HQ1026  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 HQ1026
 HQ1026  HORZ ORDER  -  SECOND
 HQ1026
 HQ1026.The horizontal coordinates were established by classical geodetic methods
 HQ1026.and adjusted by the National Geodetic Survey in June 1998..
 HQ1026
 HQ1026.The orthometric height was scaled from a topographic map.
 HQ1026
 HQ1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1026
 HQ1026.The geoid height was determined by GEOID03.
 HQ1026
 HQ1026;                    North         East     Units Scale Factor Converg.
 HQ1026;SPC NV C     - 6,261,723.711   487,753.856   MT  0.99990185   -0 04 59.3
 HQ1026;SPC NV C     -20,543,671.88  1,600,239.11   sFT  0.99990185   -0 04 59.3
 HQ1026;UTM  11      - 4,106,973.778   517,373.871   MT  0.99960372   +0 07 04.7
 HQ1026
 HQ1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1026!SPC NV C     -   0.99980672  x   0.99990185  =   0.99970859
 HQ1026!UTM  11      -   0.99980672  x   0.99960372  =   0.99941052
 HQ1026
 HQ1026                          SUPERSEDED SURVEY CONTROL
 HQ1026
 HQ1026  NAD 83(1992)-  37 06 32.11635(N)    116 48 16.04730(W) AD(       ) 2
 HQ1026  NAD 83(1986)-  37 06 32.11559(N)    116 48 16.04947(W) AD(       ) 2
 HQ1026  NAD 27      -  37 06 32.33100(N)    116 48 12.81300(W) AD(       ) 2
 HQ1026
 HQ1026.Superseded values are not recommended for survey control.
 HQ1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1026.See file dsdata.txt to determine how the superseded data were derived.
 HQ1026
 HQ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB1737406974(NAD 83)
 HQ1026_MARKER: 72 = CAIRN
 HQ1026
 HQ1026  HISTORY     - Date     Condition        Report By
 HQ1026  HISTORY     - 1949     FIRST OBSERVED   CGS
 HQ1026
 HQ1026                          STATION DESCRIPTION
 HQ1026
 HQ1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HQ1026'STATION ANCRAM IS ABOUT 14 MILES NORTH OF BEATTY, 6 MILES NORTHWEST
 HQ1026'OF SPRINGDALE, AND 150 YARDS SOUTHWEST OF U.S. HIGHWAY 95
 HQ1026'AT A CURVE JOINING TWO TANGENTS OF THE HIGHWAY.  IT IS ABOUT
 HQ1026'50 FEET HIGHER THAN THE HIGHWAY AND ON THE TIP OF A LOW, BLACK,
 HQ1026'RIMROCK BLUFF THAT TERMINATES A RIDGE EXTENDING FROM AN ELEVATION
 HQ1026'TO THE SOUTH.
 HQ1026'
 HQ1026'TO REACH STATION ANCRAM FROM SPRINGDALE GO NORTHERLY ON U.S.
 HQ1026'HIGHWAY 95 FOR 6.4 MILES TO WHERE THE HIGHWAY CURVES LEFT AROUND
 HQ1026'THE LOW, BLACK BLUFF ON WHICH STATION ANCRAM IS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1161 ***********************************************************************
 JR1161  DESIGNATION -  ANDERSON RESET
 JR1161  PID         -  JR1161
 JR1161  STATE/COUNTY-  NV/DOUGLAS
 JR1161  USGS QUAD   -  GARDNERVILLE (1982)
 JR1161
 JR1161                         *CURRENT SURVEY CONTROL
 JR1161  ___________________________________________________________________
 JR1161* NAD 83(1994)-  38 58 26.64363(N)    119 39 51.80323(W)     ADJUSTED  
 JR1161* NAVD 88     -      1610.1    (meters)    5282.     (feet)  VERTCON   
 JR1161  ___________________________________________________________________
 JR1161  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 JR1161  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 JR1161
 JR1161  HORZ ORDER  -  FIRST
 JR1161
 JR1161.The horizontal coordinates were established by classical geodetic methods
 JR1161.and adjusted by the National Geodetic Survey in June 1998..
 JR1161
 JR1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1161
 JR1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1161
 JR1161.The geoid height was determined by GEOID03.
 JR1161
 JR1161;                    North         East     Units Scale Factor Converg.
 JR1161;SPC NV W     - 4,469,275.764   706,325.987   MT  1.00000802   -0 40 48.0
 JR1161;SPC NV W     -14,662,948.90  2,317,337.84   sFT  1.00000802   -0 40 48.0
 JR1161;UTM  11      - 4,317,275.720   269,184.072   MT  1.00025606   -1 40 35.6
 JR1161
 JR1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1161!SPC NV W     -   0.99975130  x   1.00000802  =   0.99975932
 JR1161!UTM  11      -   0.99975130  x   1.00025606  =   1.00000730
 JR1161
 JR1161:                Primary Azimuth Mark                     Grid Az
 JR1161:SPC NV W     -  FREEL PEAK                               238 25 57.6
 JR1161:UTM  11      -  FREEL PEAK                               239 25 45.2
 JR1161
 JR1161|---------------------------------------------------------------------|
 JR1161| PID    Reference Object                     Distance      Geod. Az  |
 JR1161|                                                           dddmmss.s |
 JR1161| JR1221 FREEL PEAK                          APPROX.24.2 KM 2374509.6 |
 JR1161| KR1679 GENOA FLAGSTAFF                     APPROX.16.1 KM 2813631.5 |
 JR1161|---------------------------------------------------------------------|
 JR1161
 JR1161                          SUPERSEDED SURVEY CONTROL
 JR1161
 JR1161  NAD 83(1992)-  38 58 26.64262(N)    119 39 51.79109(W) AD(       ) 1
 JR1161  NAD 83(1986)-  38 58 26.60424(N)    119 39 51.74877(W) AD(       ) 1
 JR1161  NAD 27      -  38 58 26.93400(N)    119 39 48.14400(W) AD(       ) 1
 JR1161  NGVD 29 (07/19/86) 1609.0    (m)         5279.     (f) VERT ANG       
 JR1161
 JR1161.Superseded values are not recommended for survey control.
 JR1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1161.See file dsdata.txt to determine how the superseded data were derived.
 JR1161
 JR1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6918417276(NAD 83)
 JR1161_MARKER: Z = SEE DESCRIPTION
 JR1161_SETTING: 80 = SET IN A BOULDER
 JR1161_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JR1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1161
 JR1161  HISTORY     - Date     Condition        Report By
 JR1161  HISTORY     - 1940     MONUMENTED       CGS
 JR1161  HISTORY     - 1941     POOR             NVDH
 JR1161  HISTORY     - 1955     GOOD             USGS
 JR1161  HISTORY     - 1968     GOOD             USGS
 JR1161  HISTORY     - 1972     GOOD             NGS
 JR1161  HISTORY     - 1974     GOOD             USGS
 JR1161
 JR1161                          STATION DESCRIPTION
 JR1161
 JR1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JR1161'A USC AND GS AND STATE SURVEY DISK SET IN THE ORIGINAL DRILL HOLE
 JR1161'IN THE TOP OF A SMALL LOOSE BOULDER.  NOT STAMPED.
 JR1161
 JR1161                          STATION RECOVERY (1941)
 JR1161
 JR1161'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1941
 JR1161'STATION IS ON A LOW RIDGE ABOUT 5 MILES NE OF MINDEN AND IS
 JR1161'MARKED BY A BRONZE DISK MARKED FOR U.S.C. AND G.S. AND STATE
 JR1161'SURVEY WHICH HAS BEEN SET IN THE ORIGINAL DRILL HOLE.  NO NUMBER
 JR1161'OR NAME ON DISK.  THE DISK IS IN A BOULDER WHICH IS SET IN
 JR1161'THE GROUND AND ALTHOUGH IT EVIDENTLY HAS NEVER BEEN MOVED, IT
 JR1161'CAN BE SHAKEN BY KICKING WITH THE FOOT.  NO REFERENCE MARKS
 JR1161'FOUND.
 JR1161'
 JR1161'TO REACH FROM INTERSECTION OF U.S. 395 AND ROAD IN MINDEN ON
 JR1161'WHICH DOUGLAS COUNTY COURT HOUSE FACES, DRIVE TOWARDS CARSON
 JR1161'CITY ON 395 FOR 1.8 MILES AND TURN 90 DEG RIGHT DOWN LANE FOR
 JR1161'4.1 MILES TO FORKS JUST E OF BRIDGE OVER IRRIGATION DITCH.  TAKE
 JR1161'MIDDLE ROAD FOR --- MILES TO N EDGE OF LOW HILLS AND CLIMB
 JR1161'S TO STATION, ABOUT 15 MINUTE PACK.  STATION IS ON S END
 JR1161'OF MAIN RIDGE.
 JR1161
 JR1161                          STATION RECOVERY (1955)
 JR1161
 JR1161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JR1161'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 JR1161
 JR1161                          STATION RECOVERY (1968)
 JR1161
 JR1161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JR1161'RECOVERED AS DESCRIBED BY NGS.  NEW TO REACH FOLLOWS.
 JR1161'
 JR1161'TO REACH FROM POST OFFICE IN MINDEN, GO 2 MI N. ON U.S. HWY. 395
 JR1161'TO T-RD. E. ALONG DOUBLE-POLE POWERLINE.  TURN RIGHT 4 MI E. ALONG
 JR1161'POWER LINE TO GATE AND X-RDS., CONTINUE STRAIGHT AHEAD 0.9 MI E.
 JR1161'TO RD. FORK.  CONTINUE LEFT 0.1 MI NE. TO RD. FORK.  BEAR LEFT
 JR1161'(STRAIGHT AHEAD) ON MAIN-TRAVELED RD. 1.8 MI TO RD. FORK.  TURN
 JR1161'RIGHT ON MAIN RD. 0.75 MI TO SADDLE AND STOCK TANK RIGHT.  TURN
 JR1161'SHARP RIGHT W. CROSS-COUNTRY TO TOP OF FIFTH RIDGE AND STATION.
 JR1161'(4-WHEEL DRIVE NEEDED ON LAST TWO RIDGES)
 JR1161'
 JR1161'STATION MARK--NGS AND NVGS DISK STAMPED---ANDERSON---, CEMENTED IN
 JR1161'TOP OF SMALL BOULDER PROJECTING ABOUT 5 INCHES, FASTENED WITH
 JR1161'3-FT DIAMETER SLAB OF CONCRETE ABOUT 4 INCHES THICK SURROUNDING
 JR1161'ROCK, NOT ON HIGHEST POINT OF TOP BUT ABOUT 30 FT W. AND ABOUT 2
 JR1161'FT LOWER.
 JR1161'
 JR1161'RMS--NONE SET.
 JR1161
 JR1161                          STATION RECOVERY (1972)
 JR1161
 JR1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLS)
 JR1161'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JR1161'
 JR1161'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.8 MILES E
 JR1161'OF MINDEN
 JR1161
 JR1161                          STATION RECOVERY (1974)
 JR1161
 JR1161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JR1161'RECOVERED AS DESCRIBED BY NGS AND USGS.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0691 ***********************************************************************
 JP0691  DESIGNATION -  ANDREWS
 JP0691  PID         -  JP0691
 JP0691  STATE/COUNTY-  NV/NYE
 JP0691  USGS QUAD   -  CURRANT (1990)
 JP0691
 JP0691                         *CURRENT SURVEY CONTROL
 JP0691  ___________________________________________________________________
 JP0691* NAD 83(1994)-  38 37 42.25083(N)    115 26 10.55131(W)     ADJUSTED  
 JP0691* NAVD 88     -      2392.2    (meters)    7848.     (feet)  VERTCON   
 JP0691  ___________________________________________________________________
 JP0691  LAPLACE CORR-           8.89  (seconds)                    DEFLEC99
 JP0691  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 JP0691
 JP0691  HORZ ORDER  -  THIRD
 JP0691
 JP0691.The horizontal coordinates were established by classical geodetic methods
 JP0691.and adjusted by the National Geodetic Survey in June 1998..
 JP0691
 JP0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0691
 JP0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0691
 JP0691.The geoid height was determined by GEOID03.
 JP0691
 JP0691;                    North         East     Units Scale Factor Converg.
 JP0691;SPC NV C     - 6,431,069.072   607,131.714   MT  1.00004129   +0 46 05.4
 JP0691;SPC NV C     -21,099,265.78  1,991,897.97   sFT  1.00004129   +0 46 05.4
 JP0691;UTM  11      - 4,276,701.093   636,115.788   MT  0.99982816   +0 58 34.8
 JP0691
 JP0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0691!SPC NV C     -   0.99962835  x   1.00004129  =   0.99966962
 JP0691!UTM  11      -   0.99962835  x   0.99982816  =   0.99945657
 JP0691
 JP0691|---------------------------------------------------------------------|
 JP0691| PID    Reference Object                     Distance      Geod. Az  |
 JP0691|                                                           dddmmss.s |
 JP0691| CS8702 ANDREWS RM 2                          4.221 METERS 06343     |
 JP0691| CS8701 ANDREWS RM 1                          7.202 METERS 26413     |
 JP0691|---------------------------------------------------------------------|
 JP0691
 JP0691                          SUPERSEDED SURVEY CONTROL
 JP0691
 JP0691  NAD 83(1986)-  38 37 42.24347(N)    115 26 10.55323(W) AD(       ) 3
 JP0691  NGVD 29 (01/04/94) 2391.0    (m)         7844.     (f) VERT ANG       
 JP0691
 JP0691.Superseded values are not recommended for survey control.
 JP0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0691.See file dsdata.txt to determine how the superseded data were derived.
 JP0691
 JP0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC3611676701(NAD 83)
 JP0691_MARKER: DS = TRIANGULATION STATION DISK
 JP0691_SETTING: 66 = SET IN ROCK OUTCROP
 JP0691_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 JP0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0691+STABILITY: POSITION/ELEVATION WELL
 JP0691
 JP0691  HISTORY     - Date     Condition        Report By
 JP0691  HISTORY     - 1963     MONUMENTED       USGS
 JP0691
 JP0691                          STATION DESCRIPTION
 JP0691
 JP0691'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JP0691'LOCATED ABOUT 8.5 MI S. AND 2.1 MI E. OF CURRANT.  ON TOP OF
 JP0691'PROMINENT PEAK.
 JP0691'
 JP0691'STATION REACHED BY HELICOPTER.
 JP0691'
 JP0691'STATION MARK--STANDARD TABLET STAMPED---ANDREWS 1963---, CEMENTED
 JP0691'IN DRILL HOLE IN BEDROCK.
 JP0691'
 JP0691'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, CEMENTED IN DRILL
 JP0691'HOLE IN TOP OF ROUND ROCK KNOB.
 JP0691'
 JP0691'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, CEMENTED IN DRILL
 JP0691'HOLE ON TOP OF BOULDER, 1.5 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0522 ***********************************************************************
 LQ0522  DESIGNATION -  ANN
 LQ0522  PID         -  LQ0522
 LQ0522  STATE/COUNTY-  NV/ELKO
 LQ0522  USGS QUAD   -  RYNDON (1982)
 LQ0522
 LQ0522                         *CURRENT SURVEY CONTROL
 LQ0522  ___________________________________________________________________
 LQ0522* NAD 83(1994)-  40 56 56.57008(N)    115 35 18.39430(W)     ADJUSTED  
 LQ0522* NAVD 88     -      1591.118  (meters)    5220.19   (feet)  ADJUSTED  
 LQ0522  ___________________________________________________________________
 LQ0522  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 LQ0522  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 LQ0522  DYNAMIC HT  -        1589.813 (meters)    5215.91  (feet)  COMP
 LQ0522  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 LQ0522
 LQ0522  HORZ ORDER  -  SECOND
 LQ0522  VERT ORDER  -  SECOND    CLASS 0
 LQ0522
 LQ0522.The horizontal coordinates were established by classical geodetic methods
 LQ0522.and adjusted by the National Geodetic Survey in June 1998..
 LQ0522
 LQ0522.The orthometric height was determined by differential leveling
 LQ0522.and adjusted by the National Geodetic Survey in June 1991..
 LQ0522
 LQ0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0522
 LQ0522.The geoid height was determined by GEOID03.
 LQ0522
 LQ0522.The dynamic height is computed by dividing the NAVD 88
 LQ0522.geopotential number by the normal gravity value computed on the
 LQ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0522.degrees latitude (g = 980.6199 gals.).
 LQ0522
 LQ0522.The modeled gravity was interpolated from observed gravity values.
 LQ0522
 LQ0522;                    North         East     Units Scale Factor Converg.
 LQ0522;SPC NV E     - 8,687,987.691   199,569.821   MT  0.99990000   -0 00 12.1
 LQ0522;SPC NV E     -28,503,839.62    654,755.32   sFT  0.99990000   -0 00 12.1
 LQ0522;UTM  11      - 4,534,060.103   618,807.210   MT  0.99977373   +0 55 30.8
 LQ0522
 LQ0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0522!SPC NV E     -   0.99975335  x   0.99990000  =   0.99965337
 LQ0522!UTM  11      -   0.99975335  x   0.99977373  =   0.99952713
 LQ0522
 LQ0522|---------------------------------------------------------------------|
 LQ0522| PID    Reference Object                     Distance      Geod. Az  |
 LQ0522|                                                           dddmmss.s |
 LQ0522| LQ0523 ANN RM 1                              9.512 METERS 07729     |
 LQ0522| LQ0517 BOLDT                               APPROX. 3.4 KM 2734853.6 |
 LQ0522| LQ0521 ANN RM 2                              9.340 METERS 35707     |
 LQ0522|---------------------------------------------------------------------|
 LQ0522
 LQ0522                          SUPERSEDED SURVEY CONTROL
 LQ0522
 LQ0522  NAD 83(1986)-  40 56 56.57069(N)    115 35 18.38866(W) AD(       ) 2
 LQ0522  NAD 27      -  40 56 56.85771(N)    115 35 15.15434(W) AD(       ) 2
 LQ0522  NGVD 29 (??/??/92) 1589.97   (m)         5216.4    (f) COMPUTED    2 0
 LQ0522
 LQ0522.Superseded values are not recommended for survey control.
 LQ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0522.See file dsdata.txt to determine how the superseded data were derived.
 LQ0522
 LQ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF1880734060(NAD 83)
 LQ0522_MARKER: DS = TRIANGULATION STATION DISK
 LQ0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0522_STAMPING: ANN 1957
 LQ0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0522+STABILITY: SURFACE MOTION
 LQ0522
 LQ0522  HISTORY     - Date     Condition        Report By
 LQ0522  HISTORY     - 1957     MONUMENTED       CGS
 LQ0522  HISTORY     - 1957     GOOD             CGS
 LQ0522  HISTORY     - 1984     MARK NOT FOUND   NGS
 LQ0522
 LQ0522                          STATION DESCRIPTION
 LQ0522
 LQ0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0522'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF ELKO,
 LQ0522'ON THE SOUTH SIDE OF U.S. HIGHWAY 40.  IT IS ABOUT 100 YARDS
 LQ0522'WEST OF THE HIGHEST POINT OF A LOW HILL.
 LQ0522'
 LQ0522'TO REACH FROM ELKO, GO NORTHEAST FROM THE COURTHOUSE ON U.S.
 LQ0522'HIGHWAY 40 FOR 13.1 MILES TO THE STATION ON THE RIGHT.
 LQ0522'
 LQ0522'THE STATION MARK, STAMPED ANN 1957, IS A STANDARD BRONZE DISK SET
 LQ0522'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 LQ0522'IT IS 105 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET
 LQ0522'NORTH OF A FENCE, AND 3 FEET NORTH OF A WHITE WITNESS POST.
 LQ0522'
 LQ0522'REFERENCE MARK NO. 1, STAMPED ANN NO 1 1957, IS A STANDARD
 LQ0522'BRONZE DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LQ0522'PROJECTS 2 INCHES.  IT IS 99 FEET SOUTH OF THE CENTERLINE
 LQ0522'OF THE HIGHWAY AND 11 FEET NORTH OF THE FENCE.
 LQ0522'
 LQ0522'REFERENCE MARK NO. 2, STAMPED ANN NO 2 1957, IS A STANDARD
 LQ0522'BRONZE DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LQ0522'PROJECTS 2 INCHES.  IT IS 74 FEET SOUTH OF THE CENTERLINE
 LQ0522'OF THE HIGHWAY AND 35 FEET NORTH OF THE FENCE.
 LQ0522
 LQ0522                          STATION RECOVERY (1957)
 LQ0522
 LQ0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0522'12.9 MI NE FROM ELKO.
 LQ0522'12.9 MILES NORTHEAST ALONG U.S.HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0522'IDAHO STREETS AT ELKO, 105.6 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 LQ0522'3.9 FEET NORTHWEST OF FENCE LINE, 31.2 FEET NORTHEAST OF R.M. 1, 30.7
 LQ0522'FEET SOUTHEAST OF R.M. 2, 3.0 FEET NORTHWEST OF WITNESS POST, AND
 LQ0522'ABOUT 4 FEET ABOVE THE HIGHWAY, SET IN A ROUND CONCRETE POST
 LQ0522'PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 LQ0522
 LQ0522                          STATION RECOVERY (1984)
 LQ0522
 LQ0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0522'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0523 ***********************************************************************
 LQ0523  DESIGNATION -  ANN RM 1
 LQ0523  PID         -  LQ0523
 LQ0523  STATE/COUNTY-  NV/ELKO
 LQ0523  USGS QUAD   -  RYNDON (1982)
 LQ0523
 LQ0523                         *CURRENT SURVEY CONTROL
 LQ0523  ___________________________________________________________________
 LQ0523* NAD 83(1986)-  40 56 56.     (N)    115 35 18.     (W)     SCALED    
 LQ0523* NAVD 88     -      1591.270  (meters)    5220.69   (feet)  ADJUSTED  
 LQ0523  ___________________________________________________________________
 LQ0523  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 LQ0523  DYNAMIC HT  -        1589.964 (meters)    5216.41  (feet)  COMP
 LQ0523  MODELED GRAV-     979,747.9   (mgal)                       NAVD 88
 LQ0523
 LQ0523  VERT ORDER  -  SECOND    CLASS 0
 LQ0523
 LQ0523.The horizontal coordinates were scaled from a topographic map and have
 LQ0523.an estimated accuracy of +/- 6 seconds.
 LQ0523
 LQ0523.The orthometric height was determined by differential leveling
 LQ0523.and adjusted by the National Geodetic Survey in June 1991..
 LQ0523
 LQ0523.The geoid height was determined by GEOID03.
 LQ0523
 LQ0523.The dynamic height is computed by dividing the NAVD 88
 LQ0523.geopotential number by the normal gravity value computed on the
 LQ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0523.degrees latitude (g = 980.6199 gals.).
 LQ0523
 LQ0523.The modeled gravity was interpolated from observed gravity values.
 LQ0523
 LQ0523;                    North         East    Units  Estimated Accuracy
 LQ0523;SPC NV E     - 8,687,970.      199,580.      MT  (+/- 180 meters Scaled)
 LQ0523
 LQ0523                          SUPERSEDED SURVEY CONTROL
 LQ0523
 LQ0523  NGVD 29 (??/??/92) 1590.124  (m)         5216.93   (f) ADJ UNCH    2 0
 LQ0523
 LQ0523.Superseded values are not recommended for survey control.
 LQ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0523.See file dsdata.txt to determine how the superseded data were derived.
 LQ0523
 LQ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF188340(NAD 83)
 LQ0523_MARKER: DR = REFERENCE MARK DISK
 LQ0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0523_STAMPING: ANN NO 1 1957
 LQ0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0523+STABILITY: SURFACE MOTION
 LQ0523
 LQ0523  HISTORY     - Date     Condition        Report By
 LQ0523  HISTORY     - 1957     MONUMENTED       CGS
 LQ0523  HISTORY     - 1984     MARK NOT FOUND   NGS
 LQ0523
 LQ0523                          STATION DESCRIPTION
 LQ0523
 LQ0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0523'12.9 MI NE FROM ELKO.
 LQ0523'12.9 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0523'IDAHO STREETS AT ELKO, 98 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 11
 LQ0523'FEET NORTHWEST OF FENCE LINE 31.2 FEET SOUTHWEST OF STATION MARK, AND
 LQ0523'ABOUT 4 FEET ABOVE THE HIGHWAY, SET IN A ROUND CONCRETE POST
 LQ0523'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LQ0523
 LQ0523                          STATION RECOVERY (1984)
 LQ0523
 LQ0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0523'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0521 ***********************************************************************
 LQ0521  DESIGNATION -  ANN RM 2
 LQ0521  PID         -  LQ0521
 LQ0521  STATE/COUNTY-  NV/ELKO
 LQ0521  USGS QUAD   -  RYNDON (1982)
 LQ0521
 LQ0521                         *CURRENT SURVEY CONTROL
 LQ0521  ___________________________________________________________________
 LQ0521* NAD 83(1986)-  40 56 56.     (N)    115 35 18.     (W)     SCALED    
 LQ0521* NAVD 88     -      1590.913  (meters)    5219.52   (feet)  ADJUSTED  
 LQ0521  ___________________________________________________________________
 LQ0521  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 LQ0521  DYNAMIC HT  -        1589.608 (meters)    5215.24  (feet)  COMP
 LQ0521  MODELED GRAV-     979,747.9   (mgal)                       NAVD 88
 LQ0521
 LQ0521  VERT ORDER  -  SECOND    CLASS 0
 LQ0521
 LQ0521.The horizontal coordinates were scaled from a topographic map and have
 LQ0521.an estimated accuracy of +/- 6 seconds.
 LQ0521
 LQ0521.The orthometric height was determined by differential leveling
 LQ0521.and adjusted by the National Geodetic Survey in June 1991..
 LQ0521
 LQ0521.The geoid height was determined by GEOID03.
 LQ0521
 LQ0521.The dynamic height is computed by dividing the NAVD 88
 LQ0521.geopotential number by the normal gravity value computed on the
 LQ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0521.degrees latitude (g = 980.6199 gals.).
 LQ0521
 LQ0521.The modeled gravity was interpolated from observed gravity values.
 LQ0521
 LQ0521;                    North         East    Units  Estimated Accuracy
 LQ0521;SPC NV E     - 8,687,970.      199,580.      MT  (+/- 180 meters Scaled)
 LQ0521
 LQ0521                          SUPERSEDED SURVEY CONTROL
 LQ0521
 LQ0521  NGVD 29 (??/??/92) 1589.767  (m)         5215.76   (f) ADJ UNCH    2 0
 LQ0521
 LQ0521.Superseded values are not recommended for survey control.
 LQ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0521.See file dsdata.txt to determine how the superseded data were derived.
 LQ0521
 LQ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF188340(NAD 83)
 LQ0521_MARKER: DR = REFERENCE MARK DISK
 LQ0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0521_STAMPING: ANN NO 2 1957
 LQ0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0521+STABILITY: SURFACE MOTION
 LQ0521
 LQ0521  HISTORY     - Date     Condition        Report By
 LQ0521  HISTORY     - 1957     MONUMENTED       CGS
 LQ0521  HISTORY     - 1984     MARK NOT FOUND   NGS
 LQ0521
 LQ0521                          STATION DESCRIPTION
 LQ0521
 LQ0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0521'12.9 MI NE FROM ELKO.
 LQ0521'12.9 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0521'IDAHO STREETS AT ELKO, 74.9 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 LQ0521'34, 6 FEET NORTHWEST OF FENCE LINE, 30.7 FEET NORTHWEST OF STATION
 LQ0521'MARK, AND ABOUT 4 FEET ABOVE THE HIGHWAY, SET IN A ROUND CONCRETE POST
 LQ0521'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LQ0521
 LQ0521                          STATION RECOVERY (1984)
 LQ0521
 LQ0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0521'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0570 ***********************************************************************
 LS0570  DESIGNATION -  ANT
 LS0570  PID         -  LS0570
 LS0570  STATE/COUNTY-  NV/PERSHING
 LS0570  USGS QUAD   -  CORNISH PEAK (1987)
 LS0570
 LS0570                         *CURRENT SURVEY CONTROL
 LS0570  ___________________________________________________________________
 LS0570* NAD 83(1994)-  40 06 04.85788(N)    118 06 25.88932(W)     ADJUSTED  
 LS0570* NAVD 88     -      1244.97   (+/-2cm)    4084.5    (feet)  VERTCON   
 LS0570  ___________________________________________________________________
 LS0570  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 LS0570  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 LS0570
 LS0570  HORZ ORDER  -  SECOND
 LS0570  VERT ORDER  -  THIRD ? (See Below)
 LS0570
 LS0570.The horizontal coordinates were established by classical geodetic methods
 LS0570.and adjusted by the National Geodetic Survey in June 1998..
 LS0570
 LS0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0570.The vertical order pertains to the NGVD 29 superseded value.
 LS0570
 LS0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0570
 LS0570.The geoid height was determined by GEOID03.
 LS0570
 LS0570;                    North         East     Units Scale Factor Converg.
 LS0570;SPC NV W     - 4,593,973.356   840,595.434   MT  0.99992028   +0 18 24.1
 LS0570;SPC NV W     -15,072,060.92  2,757,853.52   sFT  0.99992028   +0 18 24.1
 LS0570;UTM  11      - 4,439,593.489   405,629.329   MT  0.99970963   -0 42 47.7
 LS0570
 LS0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0570!SPC NV W     -   0.99980825  x   0.99992028  =   0.99972855
 LS0570!UTM  11      -   0.99980825  x   0.99970963  =   0.99951794
 LS0570
 LS0570:                Primary Azimuth Mark                     Grid Az
 LS0570:SPC NV W     -  2 JRH                                    001 32 09.3
 LS0570:UTM  11      -  2 JRH                                    002 33 21.1
 LS0570
 LS0570|---------------------------------------------------------------------|
 LS0570| PID    Reference Object                     Distance      Geod. Az  |
 LS0570|                                                           dddmmss.s |
 LS0570| DB6344 2 JRH                                              0015033.4 |
 LS0570| DB6168 ANT RM 1                             15.102 METERS 00715     |
 LS0570| LS0571 RNG LOVELOCK RADIO LOL               90.952 METERS 05158     |
 LS0570| LS0216 C 105                                24.133 METERS 08748     |
 LS0570| LS0572 AIRWAY BCN 28 ESE LOVELOCK          APPROX. 7.0 KM 2453348.3 |
 LS0570|---------------------------------------------------------------------|
 LS0570
 LS0570                          SUPERSEDED SURVEY CONTROL
 LS0570
 LS0570  NAD 83(1986)-  40 06 04.86247(N)    118 06 25.88156(W) AD(       ) 2
 LS0570  NAD 27      -  40 06 05.18210(N)    118 06 22.39630(W) AD(       ) 2
 LS0570  NGVD 29 (07/19/86) 1244.01   (m)         4081.4    (f) LEVELING    3  
 LS0570
 LS0570.Superseded values are not recommended for survey control.
 LS0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0570.See file dsdata.txt to determine how the superseded data were derived.
 LS0570
 LS0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME0562939593(NAD 83)
 LS0570_MARKER: DS = TRIANGULATION STATION DISK
 LS0570_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LS0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0570+STABILITY: SURFACE MOTION
 LS0570
 LS0570  HISTORY     - Date     Condition        Report By
 LS0570  HISTORY     - 1958     MONUMENTED       CGS
 LS0570  HISTORY     - 1965     GOOD             USGS
 LS0570  HISTORY     - 1974     GOOD             DMA
 LS0570
 LS0570                          STATION DESCRIPTION
 LS0570
 LS0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0570'THE STATION IS LOCATED ABOUT 298 FEET SOUTHWEST OF THE CENTER
 LS0570'POLE OF A CIVIL AERONAUTICS ADMINISTRATION LOW FREQUENCY
 LS0570'RADIO RANGE STATION (209 LOL), AND, AIRLINE, ABOUT 20 MILES
 LS0570'EAST-SOUTHEAST OF LOVELOCK, ABOUT 4-1/2 MILES NORTHEAST OF
 LS0570'AIRWAY BEACON NUMBER 28 AND ABOUT 24 MILES SOUTH OF THE
 LS0570'VILLAGE OF UNIONVILLE.
 LS0570'
 LS0570'TO REACH THE STATION FROM THE POST OFFICE IN LOVELOCK GO EAST
 LS0570'1 BLOCK ON MAIN STREET TO A TRAFFIC LIGHT AND JUNCTION WITH
 LS0570'U.S. HIGHWAYS 40 AND 95.  TURN LEFT, ON U.S. HIGHWAYS 40 AND 95,
 LS0570'TOWARDS WINNEMUCCA, FOR 6.35 MILES TO A SIDEROAD RIGHT AT
 LS0570'A SIGN COAL CANYON IRON MINES.  TURN RIGHT AND GO EAST ON THE
 LS0570'MAIN ROAD FOR 5.8 MILES TO A FORK.  TAKE THE RIGHT FORK, UP
 LS0570'THE CANYON, FOR 1.15 MILES TO A FORK.  TAKE THE LEFT FORK AND
 LS0570'GO EAST ON THE MAIN ROAD FOR 6.15 MILES TO A FORK AT A SIGN
 LS0570'DINWIDDIE.  TAKE THE LEFT FORK AND GO SOUTHEAST AND EAST FOR
 LS0570'1.35 MILES TO A FORK AT A SIGN NEVADA MERCURY CORP. MILL 1
 LS0570'1/2 MILES.  TAKE THE LEFT FORK, STRAIGHT AHEAD, AND GO EAST
 LS0570'FOR 0.65 MILE TO A FORK AT A SIGN NEVADA MERCURY CORP.
 LS0570'MILL 1 MILE.  TAKE THE RIGHT FORK, STRAIGHT AHEAD, EAST
 LS0570'AND SOUTHEASTERLY, FOR 4.35 MILES TO A SIDEROAD RIGHT.  THE AZIMUTH
 LS0570'MARK IS ON THE RIGHT JUST AFTER PASSING THIS SIDEROAD.
 LS0570'TURN RIGHT, SOUTH, AND GO 0.9 MILE TO THE STATION ON THE
 LS0570'RIGHT AT A FORK IN THE ROAD.
 LS0570'
 LS0570'THE STATION MARK IS A STANDARD DISK STAMPED ANT 1958 SET IN
 LS0570'THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE MONUMENT, AND PROJECTS
 LS0570'2 INCHES.  IT IS 57 FEET WEST OF A ROAD FORKS.
 LS0570'
 LS0570'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ANT NO
 LS0570'1 1958 SET IN THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE
 LS0570'MONUMENT, AND PROJECTS 2 INCHES.  IT IS 56 FEET WEST OF THE
 LS0570'CENTERLINE OF THE ROAD LEADING TO THE STATION, AND IS ABOUT
 LS0570'THE SAME ELEVATION AS THE STATION.
 LS0570'
 LS0570'REFERENCE MARK NUMBER 2 IS A STANDARD BENCH MARK DISK STAMPED
 LS0570'C 105 1958 SET IN THE TOP OF 10-INCH DIAMETER CYLINDRICAL
 LS0570'CONCRETE MONUMENT, AND PROJECTS 4 INCHES.  IT IS 22 FEET EAST
 LS0570'OF THE CENTERLINE OF A DIRT ROAD, 5 FEET EAST-SOUTHEAST OF
 LS0570'THE CORNER OF THE FENCE SURROUNDING THE RADIO RANGE STATION
 LS0570'AND 1.6 FEET EAST OF A STANDARD WITNESS POST, AND IS ABOUT THE
 LS0570'SAME ELEVATION AS THE STATION.
 LS0570'
 LS0570'AZIMUTH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 LS0570'DISK STAMPED 2 JRH 4128 1953 SET IN THE TOP OF AN 8-INCH
 LS0570'DIAMETER PRECAST CYLINDRICAL CONCRETE MONUMENT, AND PROJECTS
 LS0570'4 INCHES.  IT IS 45 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 LS0570'GRAVELED ROAD AND 4.5 FEET WEST OF A STANDARD WITNESS POST.
 LS0570
 LS0570                          STATION RECOVERY (1965)
 LS0570
 LS0570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LS0570'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40118-2, STATION 1002.
 LS0570'STATION MARK--A STANDARD DISK STAMPED---ANT 1958---, SET IN THE TOP OF
 LS0570'A 10-INCH SQUARE TOPPED CONCRETE MONUMENT, AND PROJECTS 2 INCHES.
 LS0570
 LS0570                          STATION RECOVERY (1974)
 LS0570
 LS0570'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974 (RCC)
 LS0570'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 LS0570'WERE RECOVERED IN GOOD CONDITION.  DUE TO CHANGES AND IMPROVEMENTS
 LS0570'IN THE ROAD SYSTEM, A NEW TO REACH FOLLOWS--
 LS0570'
 LS0570'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY 40 AND MAIN STREET
 LS0570'IN LOVELOCK, GO NORTHEAST ON ROUTE 40 FOR 6.3 MILES TO A ROAD RIGHT,
 LS0570'AT THE EAGLE-PICHER PLANT, TURN RIGHT, CROSSING RAILROAD TRACKS
 LS0570'AND GO SOUTHEASTERLY THROUGH COAL CANYON FOR 13.5 MILES TO AN
 LS0570'INTERSECTION AND SIGN--DAGO PASS, TURN LEFT ON GRAVEL ROAD AND GO
 LS0570'EASTERLY FOR 6.5 MILES TO A CROSSROAD AND THE AZIMUTH MARK, TURN
 LS0570'RIGHT AND GO SOUTH FOR 0.9 MILE TO A CURVE TO THE WEST AND THE
 LS0570'STATION.
 LS0570'
 LS0570'NOTE--THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT FOR ALL
 LS0570'MARKS AND MEASUREMENTS.  THE ROAD THROUGH COAL CANYON IS NOW PAVED
 LS0570'AND THE NUMEROUS FORKS IN THE ORIGINAL TO REACH NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0401 ***********************************************************************
 KP0401  DESIGNATION -  ANTE
 KP0401  PID         -  KP0401
 KP0401  STATE/COUNTY-  NV/WHITE PINE
 KP0401  USGS QUAD   -  ANTELOPE MOUNTAIN (1990)
 KP0401
 KP0401                         *CURRENT SURVEY CONTROL
 KP0401  ___________________________________________________________________
 KP0401* NAD 83(1994)-  39 23 36.11124(N)    115 27 33.84810(W)     ADJUSTED  
 KP0401* NAVD 88     -      2241.1    (meters)    7353.     (feet)  VERTCON   
 KP0401  ___________________________________________________________________
 KP0401  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 KP0401  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 KP0401
 KP0401  HORZ ORDER  -  SECOND
 KP0401
 KP0401.The horizontal coordinates were established by classical geodetic methods
 KP0401.and adjusted by the National Geodetic Survey in June 1998..
 KP0401
 KP0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0401
 KP0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0401
 KP0401.The geoid height was determined by GEOID03.
 KP0401
 KP0401;                    North         East     Units Scale Factor Converg.
 KP0401;SPC NV E     - 8,515,272.448   210,674.941   MT  0.99990140   +0 04 43.1
 KP0401;SPC NV E     -27,937,189.69    691,189.37   sFT  0.99990140   +0 04 43.1
 KP0401;UTM  11      - 4,361,562.192   632,664.398   MT  0.99981670   +0 58 40.3
 KP0401
 KP0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0401!SPC NV E     -   0.99965172  x   0.99990140  =   0.99955315
 KP0401!UTM  11      -   0.99965172  x   0.99981670  =   0.99946848
 KP0401
 KP0401:                Primary Azimuth Mark                     Grid Az
 KP0401:SPC NV E     -  ANTE AZ MK                               121 17 21.7
 KP0401:UTM  11      -  ANTE AZ MK                               120 23 24.5
 KP0401
 KP0401|---------------------------------------------------------------------|
 KP0401| PID    Reference Object                     Distance      Geod. Az  |
 KP0401|                                                           dddmmss.s |
 KP0401| DD5287 ANTE AZ MK                                         1212204.8 |
 KP0401| DD5288 ANTE RM 1                             9.484 METERS 15402     |
 KP0401| DD5289 ANTE RM 2                            10.354 METERS 27949     |
 KP0401|---------------------------------------------------------------------|
 KP0401
 KP0401                          SUPERSEDED SURVEY CONTROL
 KP0401
 KP0401  NAD 83(1986)-  39 23 36.10721(N)    115 27 33.84661(W) AD(       ) 2
 KP0401  NAD 27      -  39 23 36.34900(N)    115 27 30.71400(W) AD(       ) 2
 KP0401  NGVD 29 (07/19/86) 2239.7    (m)         7348.     (f) VERT ANG       
 KP0401
 KP0401.Superseded values are not recommended for survey control.
 KP0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0401.See file dsdata.txt to determine how the superseded data were derived.
 KP0401
 KP0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD3266461562(NAD 83)
 KP0401_MARKER: DS = TRIANGULATION STATION DISK
 KP0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0401
 KP0401  HISTORY     - Date     Condition        Report By
 KP0401  HISTORY     - 1954     MONUMENTED       CGS
 KP0401
 KP0401                          STATION DESCRIPTION
 KP0401
 KP0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0401'THE STATION IS ON A SMALL RISE ON THE SOUTH SIDE OF U.S. HIGHWAY
 KP0401'50, ABOUT 32 MILES WEST-NORTHWEST OF ELY, ABOUT 28 MILES
 KP0401'EAST-SOUTHEAST OF EUREKA, ABOUT 9-1/2 MILES NORTH-NORTHEAST OF
 KP0401'HAMILTON, 77 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 17 FEET
 KP0401'NORTH OF A SNOW FENCE, AND 7-1/2 FEET SOUTHEAST OF A WITNESS
 KP0401'POST.
 KP0401'
 KP0401'THE STATION CAN BE REACHED FROM THE INTERSECTION OF FIFTH AND
 KP0401'AULTMAN STREETS IN ELY (1 BLOCK NORTH OF THE POST OFFICE) BY
 KP0401'GOING WEST ON U.S. HIGHWAY 50 FOR 40.0 MILES TO A HIGHWAY
 KP0401'MAINTENANCE STATION ON THE LEFT.  CONTINUE ON THE HIGHWAY FOR
 KP0401'1.5 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WESTERLY
 KP0401'ON THE HIGHWAY FOR 0.6 MILE TO THE STATION ON THE LEFT.
 KP0401'
 KP0401'THE STATION MARK, STAMPED ANTE 1954, IS A STANDARD DISK THAT
 KP0401'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 KP0401'WITH THE SURFACE OF THE GROUND.  THE MARK IS ON THE OPPOSITE
 KP0401'SIDE OF THE HIGHWAY FROM A TRACK ROAD INTERSECTING FROM THE
 KP0401'NORTH AND ABOUT 170 FEET WEST OF A TRACK ROAD LEADING SOUTH.
 KP0401'
 KP0401'REFERENCE MARK 1, STAMPED ANTE NO 1 1954, IS A STANDARD DISK
 KP0401'THAT IS SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 KP0401'WITH THE GROUND.  IT IS 3 FEET NORTH OF THE SNOW FENCE.
 KP0401'
 KP0401'REFERENCE MARK 2, STAMPED ANTE NO 2 1954, IS A STANDARD DISK
 KP0401'THAT IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 KP0401'WITH THE GROUND.  IT IS 2-1/2 FEET NORTH OF THE SNOW FENCE.
 KP0401'
 KP0401'THE AZIMUTH MARK, STAMPED ANTE 1954, IS A STANDARD DISK THAT
 KP0401'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 KP0401'ABOUT 3 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ON A SMALL
 KP0401'RISE ABOUT 110 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 50,
 KP0401'1 FOOT SOUTHWEST OF A WITNESS POST, AND 1 FOOT NORTH OF A
 KP0401'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0402 ***********************************************************************
 KP0402  DESIGNATION -  ANTELOPE
 KP0402  PID         -  KP0402
 KP0402  STATE/COUNTY-  NV/WHITE PINE
 KP0402  USGS QUAD   -  EAST OF PANCAKE SUMM (1990)
 KP0402
 KP0402                         *CURRENT SURVEY CONTROL
 KP0402  ___________________________________________________________________
 KP0402* NAD 83(1994)-  39 29 30.29313(N)    115 32 39.97307(W)     ADJUSTED  
 KP0402* NAVD 88     -      2064.8    (meters)    6774.     (feet)  VERTCON   
 KP0402  ___________________________________________________________________
 KP0402  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 KP0402  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 KP0402
 KP0402  HORZ ORDER  -  FIRST
 KP0402
 KP0402.The horizontal coordinates were established by classical geodetic methods
 KP0402.and adjusted by the National Geodetic Survey in June 1998..
 KP0402
 KP0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0402
 KP0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0402
 KP0402.The geoid height was determined by GEOID03.
 KP0402
 KP0402;                    North         East     Units Scale Factor Converg.
 KP0402;SPC NV E     - 8,526,187.714   203,345.671   MT  0.99990014   +0 01 29.1
 KP0402;SPC NV E     -27,973,000.86    667,143.26   sFT  0.99990014   +0 01 29.1
 KP0402;UTM  11      - 4,372,359.933   625,165.275   MT  0.99979289   +0 55 32.9
 KP0402
 KP0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0402!SPC NV E     -   0.99967938  x   0.99990014  =   0.99957955
 KP0402!UTM  11      -   0.99967938  x   0.99979289  =   0.99947234
 KP0402
 KP0402|---------------------------------------------------------------------|
 KP0402| PID    Reference Object                     Distance      Geod. Az  |
 KP0402|                                                           dddmmss.s |
 KP0402| DD5291 ANTELOPE RM 1                        12.299 METERS 00657     |
 KP0402| KP0465 EAST RIDGE                          APPROX.16.2 KM 1564036.5 |
 KP0402| DD5290 ANTELOPE AZ MK                                     1870344.3 |
 KP0402| DD5292 ANTELOPE RM 2                         7.259 METERS 21553     |
 KP0402| KP0434 NEWARK SMELTER STACK                APPROX.21.2 KM 2844616.4 |
 KP0402|---------------------------------------------------------------------|
 KP0402
 KP0402                          SUPERSEDED SURVEY CONTROL
 KP0402
 KP0402  NAD 83(1986)-  39 29 30.28937(N)    115 32 39.97151(W) AD(       ) 1
 KP0402  NAD 27      -  39 29 30.53599(N)    115 32 36.82636(W) AD(       ) 1
 KP0402  NGVD 29 (07/19/86) 2063.5    (m)         6770.     (f) VERT ANG       
 KP0402
 KP0402.Superseded values are not recommended for survey control.
 KP0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0402.See file dsdata.txt to determine how the superseded data were derived.
 KP0402
 KP0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD2516572360(NAD 83)
 KP0402_MARKER: DS = TRIANGULATION STATION DISK
 KP0402_SETTING: 66 = SET IN ROCK OUTCROP
 KP0402
 KP0402  HISTORY     - Date     Condition        Report By
 KP0402  HISTORY     - 1939     MONUMENTED       CGS
 KP0402  HISTORY     - 1947     GOOD             USGS
 KP0402  HISTORY     - 1949     GOOD             CGS
 KP0402  HISTORY     - 1954     GOOD             CGS
 KP0402  HISTORY     - 1956     GOOD             USGS
 KP0402  HISTORY     - 1967     GOOD             CGS
 KP0402
 KP0402                          STATION DESCRIPTION
 KP0402
 KP0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 KP0402'STATION ANTELOPE IS ABOUT 28 MILES E OF EUREKA, 6 MILES N OF
 KP0402'U.S. HIGHWAY NO. 50, AIRLINE DISTANCES, ON NORTHERN END OF
 KP0402'LIGHT COLORED, GRASSY, SLIGHTLY WOODED RIDGE, WHICH IS MOST
 KP0402'WESTERN OF A GROUP OF HILLS RUNNING N AND S, WITH HIGHER HILLS
 KP0402'TO THE E.
 KP0402'
 KP0402'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 KP0402'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 KP0402'
 KP0402'STATION MARK STAMPED, ANTELOPE 1938, SET IN BEDROCK FLUSH WITH
 KP0402'GROUND.
 KP0402'
 KP0402'REFERENCE MARK NO. 1 IS LEVEL WITH STATION, STAMPED ANTELOPE
 KP0402'NO. 1 1938, SET IN BEDROCK FLUSH WITH GROUND.  REFERENCE
 KP0402'MARK NO. 2 IS ABOUT 1 FOOT LOWER THAN STATION, STAMPED ANTELOPE
 KP0402'NO. 2 1938, SET IN BEDROCK FLUSH WITH GROUND.
 KP0402'
 KP0402'AZIMUTH MARK IS 60 FEET E OF ROAD TO STATION, 250 YARDS W OF
 KP0402'A SMALL BROWN BUTTE, STAMPED ANTELOPE 1938, SET IN A ROCK OUTCROP
 KP0402'WHICH PROJECTS ABOUT 2 FEET.
 KP0402'
 KP0402'BAROMETRIC ELEVATION, 6,110 FEET, BAROMETER NO. 1.
 KP0402'
 KP0402'TO REACH FROM EUREKA GO E AND S ON U.S. HIGHWAY NO. 50 FOR 30.5
 KP0402'MILES AND TURN LEFT, N, OFF HIGHWAY ONTO DIRT ROAD, GO 0.7 MILE
 KP0402'AND TAKE LEFT FORK N, GO 2.4 MILES AND KEEP STRAIGHT AHEAD
 KP0402'N, GO 2.4 MILES AND TAKE RIGHT FORK E, GO 0.4 MILE AND TURN
 KP0402'LEFT, N, OFF ROAD AND GO ACROSS COUNTRY TO FOOT OF RIDGE, THEN
 KP0402'NNE UP SLOPING RIDGE TO STATION.
 KP0402
 KP0402                          STATION RECOVERY (1947)
 KP0402
 KP0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 KP0402'RECOVERED AS DESCRIBED BY NGS IN 1939 IN DESCRIPTION LIST 39 115
 KP0402'3, STATION 1001.
 KP0402
 KP0402                          STATION RECOVERY (1949)
 KP0402
 KP0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GES)
 KP0402'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KP0402'CONDITION.  THERE IS A CROSS-TARGET SIGNAL CENTERED OVER THE
 KP0402'STATION MARK.
 KP0402'
 KP0402'STATION IS REACHED FROM EUREKA BY GOING S AND E ON U.S. HIGHWAY
 KP0402'50 FOR 32.5 MILES (0.25 MILE E OF BENCH MARK V 43).  TURN LEFT
 KP0402'AND FOLLOW THE MAIN TRAVELLED ROAD N 2.8 MILES.  CONTINUE
 KP0402'STRAIGHT AHEAD ON LEFT FORK 0.9 MILE TO VERY DIM CROSS ROADS.
 KP0402'TAKE RIGHT FORK E 0.4 MILE.  TURN LEFT GO CROSS COUNTRY UP RIDGE
 KP0402'N 0.9 MILE TO TOP OF BUTTE THE END OF TRUCK TRAVEL AND STATION.
 KP0402
 KP0402                          STATION RECOVERY (1954)
 KP0402
 KP0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0402'THE STATION WAS RECOVERED AS DESCRIBED.  ALL THE MARKS WERE
 KP0402'FOUND IN GOOD CONDITION.
 KP0402
 KP0402                          STATION RECOVERY (1956)
 KP0402
 KP0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KP0402'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 KP0402
 KP0402                          STATION RECOVERY (1967)
 KP0402
 KP0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0402'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 KP0402'A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK 1.
 KP0402'
 KP0402'DUE TO A DIFFERENT TO REACH, A NEW DESCRIPTION FOLLOWS--
 KP0402'
 KP0402'STATION IS LOCATED ABOUT 28 MILES EAST OF EUREKA, 6 MILES NORTH
 KP0402'OF U.S. HIGHWAY 50 AIRLINE DISTANCE, ON THE NORTHERN END OF
 KP0402'A LIGHT COLORED, SLIGHTLY BRUSHY RIDGE, AND THE WESTERN MOST
 KP0402'GROUP OF HILLS RUNNING NORTH AND SOUTH WITH HIGHER HILLS TO
 KP0402'THE EAST.
 KP0402'
 KP0402'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 KP0402'44 ABOUT 5 MILES WEST OF ELY, GO WEST ON U.S. HIGHWAY 50 FOR
 KP0402'26.0 MILES TO A GRAVEL SIDE ROAD RIGHT AND SIGN RUBY MARSHES,
 KP0402'67.  CONTINUE WEST ON HIGHWAY FOR 11.2 MILES TO ANTELOPE SUMMIT,
 KP0402'CONTINUE WEST ON HIGHWAY FOR 3.35 MILES TO A GRAVEL SIDE ROAD
 KP0402'LEFT AT SIGN BELMONT MILL 9.  CONTINUE WEST FOR 1.85 MILES TO
 KP0402'A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.9 MILE TO A
 KP0402'FORK.  TAKE THE LEFT FORK AND CONTINUE NORTH FOR 1.9 MILES TO
 KP0402'A FORK.  TAKE THE LEFT FORK AND CONTINUE FOR 1.7 MILES TO THE
 KP0402'AZIMUTH MARK ON THE RIGHT, ABOUT 60 FEET EAST OF THE ROAD
 KP0402'AND JUST WEST OF A WITNESS POST.  CONTINUE NORTH ON THE MAIN
 KP0402'ROAD FOR 1.1 MILES TO A 4 X 6 POST WITH THE TOP PAINTED
 KP0402'YELLOW, ON THE RIGHT, CONTINUE NORTH ON THE MAIN ROAD FOR 0.4
 KP0402'MILE TO THE BASE OF A RIDGE ON THE RIGHT.  TURN RIGHT AND GO
 KP0402'NORTHEAST ALONG TOP OF RIDGE FOR 1.0 MILE TO THE TOP OF
 KP0402'THE RIDGE AND THE STATION.
 KP0402'
 KP0402'STATION MARK, A STANDARD DISK STAMPED ANTELOPE 1938, IS SET IN
 KP0402'A DRILL HOLE IN A FLAT ROCK WHICH IS FLUSH WITH THE GROUND.
 KP0402'
 KP0402'REFERENCE MARK 1, A STANDARD DISK STAMPED ANTELOPE NO 1 1938,
 KP0402'IS SET IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 6 INCHES
 KP0402'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 54.6 FEET
 KP0402'NORTH OF A WITNESS POST.
 KP0402'
 KP0402'REFERENCE MARK 2, A STANDARD DISK STAMPED ANTELOPE NO 2 1938,
 KP0402'IS SET IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 4
 KP0402'INCHES AND IS ABOUT 12 INCHES LOWER THAN THE STATION.  IT IS
 KP0402'13.3 FEET SOUTHWEST OF A WITNESS POST.
 KP0402'
 KP0402'AZIMUTH MARK, A STANDARD DISK STAMPED ANTELOPE 1938 IS SET IN
 KP0402'A DRILL HOLE IN AN OUTCROP PROJECTING 2 FEET.  IT IS 59 FEET EAST
 KP0402'OF A ROAD, AND 6.0 FEET WEST OF A WITNESS POST.
 KP0402'
 KP0402'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--28 MILES
 KP0402'EAST OF EUREKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0642 ***********************************************************************
 LQ0642  DESIGNATION -  ANTELOPE
 LQ0642  PID         -  LQ0642
 LQ0642  STATE/COUNTY-  NV/ELKO
 LQ0642  USGS QUAD   -  KINSLEY MOUNTAINS (1982)
 LQ0642
 LQ0642                         *CURRENT SURVEY CONTROL
 LQ0642  ___________________________________________________________________
 LQ0642* NAD 83(1994)-  40 08 01.70073(N)    114 21 11.54473(W)     ADJUSTED  
 LQ0642* NAVD 88     -      2402.8    (meters)    7883.     (feet)  VERTCON   
 LQ0642  ___________________________________________________________________
 LQ0642  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 LQ0642  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 LQ0642
 LQ0642  HORZ ORDER  -  FIRST
 LQ0642
 LQ0642.The horizontal coordinates were established by classical geodetic methods
 LQ0642.and adjusted by the National Geodetic Survey in June 1998..
 LQ0642
 LQ0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0642
 LQ0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0642
 LQ0642.The geoid height was determined by GEOID03.
 LQ0642
 LQ0642;                    North         East     Units Scale Factor Converg.
 LQ0642;SPC NV E     - 8,598,193.624   304,830.816   MT  1.00003524   +0 47 34.7
 LQ0642;SPC NV E     -28,209,240.25  1,000,099.10   sFT  1.00003524   +0 47 34.7
 LQ0642;UTM  11      - 4,445,967.127   725,501.582   MT  1.00022603   +1 42 24.4
 LQ0642
 LQ0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0642!SPC NV E     -   0.99962616  x   1.00003524  =   0.99966138
 LQ0642!UTM  11      -   0.99962616  x   1.00022603  =   0.99985210
 LQ0642
 LQ0642|---------------------------------------------------------------------|
 LQ0642| PID    Reference Object                     Distance      Geod. Az  |
 LQ0642|                                                           dddmmss.s |
 LQ0642| DD5294 ANTELOPE RM 1                        12.176 METERS 00739     |
 LQ0642| DD5295 ANTELOPE RM 2                        16.890 METERS 11745     |
 LQ0642| DD5293 ANTELOPE AZ MK                                     2534753.1 |
 LQ0642|---------------------------------------------------------------------|
 LQ0642
 LQ0642                          SUPERSEDED SURVEY CONTROL
 LQ0642
 LQ0642  NAD 83(1994)-  40 08 01.70032(N)    114 21 11.54439(W) AD(       ) 1
 LQ0642  NAD 83(1986)-  40 08 01.69457(N)    114 21 11.54347(W) AD(       ) 1
 LQ0642  NAD 27      -  40 08 01.93501(N)    114 21 08.49013(W) AD(       ) 1
 LQ0642  NGVD 29 (07/19/86) 2401.6    (m)         7879.     (f) VERT ANG       
 LQ0642
 LQ0642.Superseded values are not recommended for survey control.
 LQ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0642.See file dsdata.txt to determine how the superseded data were derived.
 LQ0642
 LQ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE2550245967(NAD 83)
 LQ0642_MARKER: DS = TRIANGULATION STATION DISK
 LQ0642_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0642_SP_SET: PARTIALLY EXPOSED BEDROCK
 LQ0642
 LQ0642  HISTORY     - Date     Condition        Report By
 LQ0642  HISTORY     - 1944     MONUMENTED       CGS
 LQ0642  HISTORY     - 1965     GOOD             CGS
 LQ0642
 LQ0642                          STATION DESCRIPTION
 LQ0642
 LQ0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 LQ0642'STATION IS ON THE S END AND HIGHEST POINT OF THE HOGBACK RANGE
 LQ0642'LYING IN THE ANTELOPE VALLEY AND ALONG THE W SIDE OF THE
 LQ0642'MAIN ROAD LEADING FROM TIPPETT N TO U.S. HIGHWAY 50 AND
 LQ0642'WENDOVER.  IT IS ABOUT 19 MILES (AIR LINE) DUE N OF TIPPETT,
 LQ0642'ABOUT 20 MILES WNW OF IBAPAH, AND OVERLOOKS ALL THE SURROUNDING
 LQ0642'AREA.
 LQ0642'
 LQ0642'STATION MARK IS A BRONZE STATION DISK SET FLUSH IN BEDROCK AND
 LQ0642'IS STAMPED ANTELOPE 1944.  IT IS 8 FEET N OF THE HIGHEST
 LQ0642'POINT ON THE MOUNTAIN, AMIDST SCATTERED SCRUB CEDAR TREES.
 LQ0642'
 LQ0642'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH IN
 LQ0642'BEDROCK.  IT IS 4 FEET LOWER IN ELEVATION THAN THE STATION MARK
 LQ0642'AND IS STAMPED ANTELOPE NO 1 1944.
 LQ0642'
 LQ0642'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET FLUSH IN
 LQ0642'BEDROCK.  IT IS 5 FEET LOWER IN ELEVATION THAN THE STATION
 LQ0642'MARK AND IS STAMPED ANTELOPE NO 2 1944.
 LQ0642'
 LQ0642'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK PROJECTING ABOUT
 LQ0642'8 INCHES AND IS STAMPED ANTELOPE 1944.  IT IS SET IN SE AND
 LQ0642'LOWER PORTION OF A LARGE AND HIGH OUTCROP OF ROCK, 5 FEET
 LQ0642'NW OF A WHITE WITNESS POST, AND 75 FEET N OF THE CENTER
 LQ0642'LINE OF BLADED ROAD.
 LQ0642'
 LQ0642'TO REACH STATION FROM FERGUSON SPRINGS MAINTENANCE STATION,
 LQ0642'GO SW ON U.S. HIGHWAY 50 FOR 38.7 MILES TO BLADED ROAD LEADING
 LQ0642'LEFT (E).  THIS IS 0.1 MILE S OF SIGN ENTER ELKO CO. LEAVE
 LQ0642'WHITE PINE CO. AND 5.9 MILES N OF THE JUNCTION OF U.S. HIGHWAYS
 LQ0642'50 AND 93.  TURN E ON BLADED ROAD AND CONTINUE 9.1 MILES TO
 LQ0642'AZIMUTH MARK ON LEFT, CONTINUE 1.5 MILES TO DIM TRACK ROAD
 LQ0642'TO LEFT, ACROSS SMALL GULLY.  FOLLOW DIM TRACK ROAD OVER
 LQ0642'RIDGES AND THROUGH WASHES FOR 1.0 MILE TO END OF TRUCK TRAVEL
 LQ0642'AND END OF TRACKS.  PACK E UP STEEP SLOPE ABOUT 1 MILE TO THE
 LQ0642'HIGHEST POINT AND STATION.  A ONE-HOUR PACK.
 LQ0642'
 LQ0642'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 LQ0642
 LQ0642                          STATION RECOVERY (1965)
 LQ0642
 LQ0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0642'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 LQ0642'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS
 LQ0642'CHECKED ORIGINAL DESCRIPTION.  DUE TO A NEW TO REACH, A
 LQ0642'COMPLETE NEW DESCRIPTION FOLLOWS--
 LQ0642'
 LQ0642'STATION IS LOCATED ON A PROMINENT PEAK ON KINGSLEY MOUNTAINS,
 LQ0642'ABOUT 23 MILES SOUTHEAST OF CURRIE, ABOUT 16 MILES NORTHEAST OF
 LQ0642'THE JUNCTION OF U.S. HIGHWAY 93 AND ALTERNATE 50 (U.S. HIGHWAY),
 LQ0642'ABOUT 5-1/2 MILES SOUTHEAST OF U.S. HIGHWAY ALTERNATE 50 AND
 LQ0642'3 MILES NORTH OF THE ELKO-WHITE PINE COUNTY LINE.
 LQ0642'
 LQ0642'STATION MARK, A STANDARD DISK STAMPED ANTELOPE 1944, IS SET IN A
 LQ0642'DRILL HOLE IN BEDROCK ABOUT FLUSH WITH THE GENERAL AREA.
 LQ0642'THE MARK IS 8 FEET NORTH OF HIGHEST POINT OF HILL AND 6.5
 LQ0642'FEET SOUTH OF CAIRN.
 LQ0642'
 LQ0642'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED ANTELOPE NO
 LQ0642'1 1944, IS SET IN A DRILL HOLE IN BEDROCK ON SHOULDER WHICH IS
 LQ0642'FLUSH ON SOUTH SIDE OF MARK.  THE MARK IS 35 FEET NORTH OF CAIRN
 LQ0642'AND ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.
 LQ0642'
 LQ0642'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED ANTELOPE NO
 LQ0642'2 1944, IS SET IN A DRILL HOLE IN BEDROCK ON THE SOUTHEAST
 LQ0642'SLOPE OF HILL.  THE MARK IS 61 FEET SOUTHEAST OF CAIRN AND ABOUT
 LQ0642'8 FEET LOWER IN ELEVATION THAN THE STATION.
 LQ0642'
 LQ0642'AZIMUTH MARK, A STANDARD DISK STAMPED ANTELOPE 1944, IS SET
 LQ0642'IN A DRILL HOLE IN SOUTHWEST AND LOWER PORTION OF A LARGE
 LQ0642'6 FEET HIGH OUTCROP.  THE MARK IS 92.9 FEET NORTH OF CENTER
 LQ0642'OF TRACK ROAD, 19 FEET SOUTHWEST OF HIGHEST POINT OF OUTCROP
 LQ0642'AND 7.5 FEET NORTHWEST OF WITNESS POST.
 LQ0642'
 LQ0642'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 93
 LQ0642'AND ALTERNATE 50, ABOUT 16 MILES SOUTHEAST OF CURRIE, GO
 LQ0642'NORTHEAST ON U.S. HIGHWAY ALTERNATE 50 FOR 12.8 MILES TO
 LQ0642'TRACK ROAD, (THIS TRACK ROAD IS 0.2 MILE SOUTHWEST OF AN
 LQ0642'ABANDON SERVICE STATION), TURN RIGHT AND FOLLOW THE MAIN
 LQ0642'TRACK ROAD SOUTHERLY FOR 0.15 MILE TO CROSSROAD, TURN RIGHT AND
 LQ0642'FOLLOW THE MAIN TRAVELED ROAD FOR 4.2 MILES TO A TRACK SIDE
 LQ0642'ROAD RIGHT, WHERE THE MAIN ROAD CROSSES A SMALL WASH, CONTINUE
 LQ0642'ON MAIN ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LQ0642'DESCRIBED, CONTINUE EASTERLY ON MAIN ROAD 1.8 MILES TO A
 LQ0642'BLADED SIDE ROAD RIGHT, CONTINUE EASTERLY 0.3 MILE TO A
 LQ0642'TRACK ROAD LEFT, TURN LEFT AND FOLLOW TRACK ROAD NORTHERLY
 LQ0642'FOR 0.3 MILE TO FORK, KEEP LEFT AND CONTINUE ON MAIN TRACK
 LQ0642'ROAD 1.2 MILES TO A DIM FORK AT END OF WASH, KEEP LEFT AND
 LQ0642'GO 0.05 MILE, TURN LEFT LEAVING ROAD AND GO WESTERLY ACROSS
 LQ0642'COUNTRY FOR 0.3 MILE KEEPING TO RIGHT OF WASH TO END OF
 LQ0642'TRUCK TRAVEL.  FROM HERE PACK WEST-NORTHWEST ABOUT 1/3
 LQ0642'MILE KEEPING JUST DOWN AND ON LEFT SIDE OF ROCK LEDGES.
 LQ0642'WORK WAY WESTERLY ALONG TOP OF RIDGE TO HIGHEST POINT OF
 LQ0642'MOUNTAIN AND STATION.  (ABOUT 1-HOUR PACK.)
 LQ0642'
 LQ0642'NOTICE.  4-WHEEL DRIVE MAY BE NEEDED.
 LQ0642'
 LQ0642'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LQ0642'
 LQ0642'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--23 MILES
 LQ0642'SOUTHEAST OF CURRIE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0611 ***********************************************************************
 JQ0611  DESIGNATION -  ANTELOPE
 JQ0611  PID         -  JQ0611
 JQ0611  STATE/COUNTY-  NV/NYE
 JQ0611  USGS QUAD   -  IONE SW (1988)
 JQ0611
 JQ0611                         *CURRENT SURVEY CONTROL
 JQ0611  ___________________________________________________________________
 JQ0611* NAD 83(1994)-  38 52 20.24909(N)    117 44 13.22154(W)     ADJUSTED  
 JQ0611* NAVD 88     -      2053.6    (meters)    6738.     (feet)  VERTCON   
 JQ0611  ___________________________________________________________________
 JQ0611  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 JQ0611  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 JQ0611
 JQ0611  HORZ ORDER  -  THIRD
 JQ0611
 JQ0611.The horizontal coordinates were established by classical geodetic methods
 JQ0611.and adjusted by the National Geodetic Survey in June 1998..
 JQ0611
 JQ0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0611
 JQ0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0611
 JQ0611.The geoid height was determined by GEOID03.
 JQ0611
 JQ0611;                    North         East     Units Scale Factor Converg.
 JQ0611;SPC NV C     - 6,457,966.916   407,122.038   MT  1.00000619   -0 40 18.4
 JQ0611;SPC NV C     -21,187,513.12  1,335,699.55   sFT  1.00000619   -0 40 18.4
 JQ0611;UTM  11      - 4,302,862.848   436,066.417   MT  0.99965033   -0 27 45.2
 JQ0611
 JQ0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0611!SPC NV C     -   0.99968155  x   1.00000619  =   0.99968773
 JQ0611!UTM  11      -   0.99968155  x   0.99965033  =   0.99933199
 JQ0611
 JQ0611                          SUPERSEDED SURVEY CONTROL
 JQ0611
 JQ0611  NAD 83(1992)-  38 52 20.26017(N)    117 44 13.22457(W) AD(       ) 3
 JQ0611  NAD 83(1986)-  38 52 20.25978(N)    117 44 13.22397(W) AD(       ) 3
 JQ0611  NGVD 29 (03/27/92) 2052.3    (m)         6733.     (f) VERT ANG       
 JQ0611
 JQ0611.Superseded values are not recommended for survey control.
 JQ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0611.See file dsdata.txt to determine how the superseded data were derived.
 JQ0611
 JQ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD3606602863(NAD 83)
 JQ0611_MARKER: DS = TRIANGULATION STATION DISK
 JQ0611_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0611_SP_SET: SET IN ROCK OUTCROP
 JQ0611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0611+STABILITY: POSITION/ELEVATION WELL
 JQ0611
 JQ0611  HISTORY     - Date     Condition        Report By
 JQ0611  HISTORY     - 1946     MONUMENTED       USGS
 JQ0611
 JQ0611                          STATION DESCRIPTION
 JQ0611
 JQ0611'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 JQ0611'LOCATED ABOUT 11 MI. SW. OF IONE NEAR ANTELOPE SPRING, ON A LOW
 JQ0611'FLAT-TOPPED ROCKY HILL.
 JQ0611'
 JQ0611'TO REACH FROM IONE, TAKE RD. TOWARD GRANTSVILLE FOR 3.6 MI. TO
 JQ0611'JUNCTION, FOLLOW RIGHT FORK DOWN IONE VALLEY TOWARD TONOPAH FOR 2.7
 JQ0611'MI. TO RD. LEADING TO ANTELOPE SPRINGS WHICH FORKS TO THE RIGHT,
 JQ0611'FOLLOW THIS RD. FOR 5.2 MI., LEAVE CAR AND WALK ABOUT 0.5 MI. S. TO
 JQ0611'TOP OF ROCKY HILL AND STATION.
 JQ0611'
 JQ0611'STATION MARK--STANDARD TABLET STAMPED---ANTELOPE 1946---, CEMENTED
 JQ0611'IN SOLID ROCK.
 JQ0611'
 JQ0611'RM NO. 1--STANDARD REFERENCE MARK TABLET CEMENTED IN SOLID ROCK,
 JQ0611'14.7 FT. FROM STATION MARK, IN BEARING S 4 DEG 3 MIN E.
 JQ0611'
 JQ0611'RM NO. 2--STANDARD REFERENCE MARK TABLET CEMENTED IN SOLID ROCK,
 JQ0611'13.3 FT. FROM STATION MARK, IN BEARING N 66 DEG 41 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0551 ***********************************************************************
 KQ0551  DESIGNATION -  ANTELOPE
 KQ0551  PID         -  KQ0551
 KQ0551  STATE/COUNTY-  NV/EUREKA
 KQ0551  USGS QUAD   -  COCKALORUM SPRING (1990)
 KQ0551
 KQ0551                         *CURRENT SURVEY CONTROL
 KQ0551  ___________________________________________________________________
 KQ0551* NAD 83(1994)-  39 14 39.76008(N)    116 13 32.55742(W)     ADJUSTED  
 KQ0551* NAVD 88     -      2387.6    (meters)    7833.     (feet)  VERTCON   
 KQ0551  ___________________________________________________________________
 KQ0551  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 KQ0551  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 KQ0551
 KQ0551  HORZ ORDER  -  THIRD
 KQ0551
 KQ0551.The horizontal coordinates were established by classical geodetic methods
 KQ0551.and adjusted by the National Geodetic Survey in June 1998..
 KQ0551
 KQ0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0551
 KQ0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0551
 KQ0551.The geoid height was determined by GEOID03.
 KQ0551
 KQ0551;                    North         East     Units Scale Factor Converg.
 KQ0551;SPC NV E     - 8,498,922.717   144,550.422   MT  0.99993785   -0 24 23.0
 KQ0551;SPC NV E     -27,883,548.95    474,245.84   sFT  0.99993785   -0 24 23.0
 KQ0551;UTM  11      - 4,344,181.646   566,816.259   MT  0.99965497   +0 29 23.5
 KQ0551
 KQ0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0551!SPC NV E     -   0.99962890  x   0.99993785  =   0.99956677
 KQ0551!UTM  11      -   0.99962890  x   0.99965497  =   0.99928400
 KQ0551
 KQ0551                          SUPERSEDED SURVEY CONTROL
 KQ0551
 KQ0551  NAD 83(1986)-  39 14 39.75904(N)    116 13 32.55809(W) AD(       ) 3
 KQ0551  NGVD 29 (04/13/94) 2386.2    (m)         7829.     (f) VERT ANG       
 KQ0551
 KQ0551.Superseded values are not recommended for survey control.
 KQ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0551.See file dsdata.txt to determine how the superseded data were derived.
 KQ0551
 KQ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND6681644182(NAD 83)
 KQ0551_MARKER: P = PIPE CAP
 KQ0551_SETTING: 0 = UNSPECIFIED SETTING
 KQ0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0551
 KQ0551  HISTORY     - Date     Condition        Report By
 KQ0551  HISTORY     - 1955     MONUMENTED       USGS
 KQ0551
 KQ0551                          STATION DESCRIPTION
 KQ0551
 KQ0551'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0551'LOCATED ABOUT 24 MI. SSW. OF HAY RANCH, 23.0 MI. SW. OF EUREKA AND
 KQ0551'10.0 MI. SE. OF COX RANCH, ON HIGHEST PART OF E.-W. RIDGE AT S. END
 KQ0551'OF ANTELOPE RANGE.
 KQ0551'
 KQ0551'TO REACH FROM COUNTY COURTHOUSE IN EUREKA, DRIVE SE. ON U.S. HIGHWAY
 KQ0551'50 FOR 9.6 MI. TO GRADED RD. ON RIGHT AND SIGNS --FISH CREEK 10
 KQ0551'CALLAWAY 57 DUCKWATER 40--, TURN RIGHT AT SIGN --FISH CREEK 10-- AND
 KQ0551'DRIVE S. 8.2 MI. TO Y-RD., TURN RIGHT (W.) 0.9 MI. TO FISH CREEK
 KQ0551'RANCH, TURN LEFT AND FOLLOW MAIN TRAVELED RD. OVER LOW PASS 4.5 MI.
 KQ0551'TO T-RD. AND EARTH DAM, FOLLOW VERY DIM TRACK RD. AROUND N. END OF
 KQ0551'DAM 2.5 MI. TO ANOTHER T-RD., TURN LEFT 1.0 MI. TO WATERING TANK ON
 KQ0551'RIGHT (W.) SIDE OF RD., TURN RIGHT (W.) ACROSS WASH AND DRIVE ACROSS
 KQ0551'COUNTRY ABOUT 2.6 MI. TO BASE OF MOUNTAIN.  PICK WAY PART OF DISTANCE
 KQ0551'UP MOUNTAIN THROUGH TREES.  PACK W. UP RIDGE TO HIGHEST PART OF TOP
 KQ0551'AND STATION.  ABOUT 1/2 HR. PACK.
 KQ0551'
 KQ0551'STATION MARK A 1-1/2 IN. GALVANIZED PIPE WITH CAP--NOT STAMPED--0.5
 KQ0551'FT. ABOVE GROUND.
 KQ0551'
 KQ0551'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN BLAZE ON NW. SIDE OF
 KQ0551'6 IN. CEDAR TREE, 76.50 FT. FROM STATION MARK 347 DEGREES 24 MINUTES.
 KQ0551'
 KQ0551'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN BLAZE ON E. SIDE OF
 KQ0551'6-IN. CEDAR TREE, 65.80 FT. FROM STATION MARK 84 DEGREES 36 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0976 ***********************************************************************
 LR0976  DESIGNATION -  ANTELOPE
 LR0976  PID         -  LR0976
 LR0976  STATE/COUNTY-  NV/PERSHING
 LR0976  USGS QUAD   -  WEST OF MC KINNEY PASS (1990)
 LR0976
 LR0976                         *CURRENT SURVEY CONTROL
 LR0976  ___________________________________________________________________
 LR0976* NAD 83(1994)-  40 07 54.21471(N)    117 58 30.21605(W)     ADJUSTED  
 LR0976* NAVD 88     -      1242.5    (meters)    4076.     (feet)  VERTCON   
 LR0976  ___________________________________________________________________
 LR0976  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 LR0976  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 LR0976
 LR0976  HORZ ORDER  -  THIRD
 LR0976
 LR0976.The horizontal coordinates were established by classical geodetic methods
 LR0976.and adjusted by the National Geodetic Survey in June 1998..
 LR0976
 LR0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0976
 LR0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0976
 LR0976.The geoid height was determined by GEOID03.
 LR0976
 LR0976;                    North         East     Units Scale Factor Converg.
 LR0976;SPC NV W     - 4,597,414.680   851,837.840   MT  0.99993307   +0 23 31.5
 LR0976;SPC NV W     -15,083,351.33  2,794,737.98   sFT  0.99993307   +0 23 31.5
 LR0976;UTM  11      - 4,442,833.342   416,928.635   MT  0.99968495   -0 37 42.6
 LR0976
 LR0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0976!SPC NV W     -   0.99980863  x   0.99993307  =   0.99974171
 LR0976!UTM  11      -   0.99980863  x   0.99968495  =   0.99949364
 LR0976
 LR0976                          SUPERSEDED SURVEY CONTROL
 LR0976
 LR0976  NAD 83(1986)-  40 07 54.21976(N)    117 58 30.20884(W) AD(       ) 3
 LR0976  NGVD 29 (07/11/94) 1241.5    (m)         4073.     (f) VERT ANG       
 LR0976
 LR0976.Superseded values are not recommended for survey control.
 LR0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0976.See file dsdata.txt to determine how the superseded data were derived.
 LR0976
 LR0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME1692942833(NAD 83)
 LR0976_MARKER: DD = SURVEY DISK
 LR0976_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LR0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0976
 LR0976  HISTORY     - Date     Condition        Report By
 LR0976  HISTORY     - 1953     MONUMENTED       USGS
 LR0976
 LR0976                          STATION DESCRIPTION
 LR0976
 LR0976'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LR0976'LOCATED ABOUT 21.5 MI. E. OF LOVELOCK AND 10.3 MI. SE. OF BUFFALO
 LR0976'MOUNTAIN, 120 FT. NW. OF RD. CROSSING, IN A FLAT AREA ON E. SIDE OF
 LR0976'ANTELOPE VALLEY.
 LR0976'
 LR0976'TO REACH FROM LOVELOCK POST OFFICE, DRIVE 1 BLOCK E. TO U.S. HIGHWAY
 LR0976'40, TURN LEFT (N.) AND FOLLOW U.S. HIGHWAY 40 FOR 6.2 MI., TURN RIGHT
 LR0976'ON MAIN RD. 13.2 MI., TAKE LEFT FORK 6.4 MI. TO RD. INTERSECTION,
 LR0976'CONTINUE STRAIGHT AHEAD ON MAIN RD. 7.9 MI., TURN LEFT OFF MAIN RD.
 LR0976'1 MI. TO STATION.
 LR0976'
 LR0976'STATION MARK--STANDARD TABLET STAMPED----ANTELOPE 1953----CEMENTED
 LR0976'IN ROCK BURIED IN GROUND.
 LR0976'
 LR0976'REFERENCE MARK NO. 1--STANDARD RM TABLET STAMPED----NO 1 1953---
 LR0976'CEMENTED IN ROCK BURIED IN GROUND, 39.99 FT. FROM STATION MARK
 LR0976'80 DEGREES 01 MINUTES.
 LR0976'
 LR0976'REFERENCE MARK NO. 2--STANDARD RM TABLET STAMPED----NO 2 1953---
 LR0976'CEMENTED IN ROCK BURIED IN GROUND, 40.43 FT. FROM STATION MARK
 LR0976'336 DEGREES 41 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0693 ***********************************************************************
 LS0693  DESIGNATION -  ANTELOPE
 LS0693  PID         -  LS0693
 LS0693  STATE/COUNTY-  NV/HUMBOLDT
 LS0693  USGS QUAD   -  JUNGO (1971)
 LS0693
 LS0693                         *CURRENT SURVEY CONTROL
 LS0693  ___________________________________________________________________
 LS0693* NAD 83(1994)-  40 58 40.10605(N)    118 26 01.03462(W)     ADJUSTED  
 LS0693* NAVD 88     -      1758.4    (meters)    5769.     (feet)  VERTCON   
 LS0693  ___________________________________________________________________
 LS0693  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LS0693  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 LS0693
 LS0693  HORZ ORDER  -  THIRD
 LS0693
 LS0693.The horizontal coordinates were established by classical geodetic methods
 LS0693.and adjusted by the National Geodetic Survey in March 1999..
 LS0693
 LS0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0693
 LS0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0693
 LS0693.The geoid height was determined by GEOID03.
 LS0693
 LS0693;                    North         East     Units Scale Factor Converg.
 LS0693;SPC NV W     - 4,691,192.042   812,599.064   MT  0.99990195   +0 05 53.4
 LS0693;SPC NV W     -15,391,019.22  2,666,002.10   sFT  0.99990195   +0 05 53.4
 LS0693;UTM  11      - 4,537,283.083   379,388.082   MT  0.99977904   -0 56 24.8
 LS0693
 LS0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0693!SPC NV W     -   0.99972756  x   0.99990195  =   0.99962954
 LS0693!UTM  11      -   0.99972756  x   0.99977904  =   0.99950666
 LS0693
 LS0693                          SUPERSEDED SURVEY CONTROL
 LS0693
 LS0693  NAD 83(1994)-  40 58 40.12351(N)    118 26 01.04871(W) AD(       ) 3
 LS0693  NAD 83(1986)-  40 58 40.13142(N)    118 26 01.04328(W) AD(       ) 3
 LS0693  NGVD 29 (07/11/94) 1757.3    (m)         5765.     (f) VERT ANG       
 LS0693
 LS0693.Superseded values are not recommended for survey control.
 LS0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0693.See file dsdata.txt to determine how the superseded data were derived.
 LS0693
 LS0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF7938837283(NAD 83)
 LS0693_MARKER: DS = TRIANGULATION STATION DISK
 LS0693_SETTING: 66 = SET IN ROCK OUTCROP
 LS0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LS0693+STABILITY: POSITION/ELEVATION WELL
 LS0693
 LS0693  HISTORY     - Date     Condition        Report By
 LS0693  HISTORY     - 1938     MONUMENTED       USGS
 LS0693  HISTORY     - 1964     GOOD             USGS
 LS0693
 LS0693                          STATION DESCRIPTION
 LS0693
 LS0693'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 LS0693'LOCATED 35 MI. W. OF WINNEMUCCA, 6 MI. N. OF JUNGO (STATION ON
 LS0693'WESTERN PACIFIC RR.), ON MOUNTAIN.
 LS0693'
 LS0693'TO REACH FROM JUNGO, PROCEED 3.6 MI. N., TAKE LEFT FORK 2.5 MI., TAKE
 LS0693'LEFT FORK AND GO 2.3 MI., TAKE RIGHT FORK AND GO UP CANYON 1.8 MI.
 LS0693'TO SADDLE, FOLLOW RIDGE ESE. 1.5 MI. TO STATION.  STATION IS ON
 LS0693'SHARP ROCKY POINT.  A 40-MINUTE PACK.
 LS0693'
 LS0693'STATION REACHED BY HELICOPTER IN 1965.
 LS0693'
 LS0693'STATION MARK--STANDARD TABLET STAMPED----ANTELOPE 1938---, SET IN
 LS0693'ROCK.
 LS0693'
 LS0693'RM NO. 1--STANDARD REFERENCE MARK TABLET STAMPED----ANTELOPE NO 1
 LS0693'1938---, CEMENTED IN ROCK, 7.27 FEET FROM STATION MARK 355 DEGREES
 LS0693'29 MINUTES.
 LS0693'
 LS0693'RM NO. 2--STANDARD REFERENCE MARK TABLET STAMPED----ANTELOPE NO 2
 LS0693'1938---, CEMENTED IN ROCK, 37.10 FEET FROM STATION MARK 98 DEGREES
 LS0693'22 MINUTES.
 LS0693
 LS0693                          STATION RECOVERY (1964)
 LS0693
 LS0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LS0693'LOCATED 35 MI. W OF WINNEMUCCA, 6 MI. N OF JUNGO---STATION ON WESTERN
 LS0693'PACIFIC RR---, ON MOUNTAIN. TO REACH FROM JUNGO, PROCEED 3.6 MI. N,
 LS0693'TAKE LEFT FORK 2.5 MI., TAKE LEFT FORK AND GO 2.3 MI.,TAKE RIGHT FORK
 LS0693'AND GO UP CANYON 1.8 MI. TO SADDLE, FOLLOW RIDGE ESE 1.5 MI. TO
 LS0693'STATION.  STATION IS ON SHARP ROCKY POINT.  A 40-MINUTE PACK. STATION
 LS0693'REACHED BY HELICOPTER. STATION MARK--STANDARD TABLET
 LS0693'STAMPED---ANTELOPE 1938---SET IN ROCK. REFERENCE MARK NO. 1--STANDARD
 LS0693'TABLET CEMENTED IN ROCK, 7.27 FT. FROM STATION MARK IN DIRECTI 355
 LS0693'DEGREE 29 MINUTE. REFERENCE MARK NO. 2--STANDARD TABLET CEMENTED IN
 LS0693'ROCK, 37.10 FT. FROM STATION MARK IN DIRECTI 98 DEGREE 22 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9051 ***********************************************************************
 AH9051  DESIGNATION -  ANTELOPE
 AH9051  PID         -  AH9051
 AH9051  STATE/COUNTY-  NV/LANDER
 AH9051  USGS QUAD   -  SHEEP CREEK RANGE NW (1965)
 AH9051
 AH9051                         *CURRENT SURVEY CONTROL
 AH9051  ___________________________________________________________________
 AH9051* NAD 83(1994)-  40 59 50.40146(N)    116 38 06.83001(W)     ADJUSTED  
 AH9051* NAVD 88     -      1559.5    (meters)    5116.     (feet)  VERTCON   
 AH9051  ___________________________________________________________________
 AH9051  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 AH9051  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 AH9051
 AH9051  HORZ ORDER  -  THIRD
 AH9051
 AH9051.The horizontal coordinates were established by classical geodetic methods
 AH9051.and adjusted by the National Geodetic Survey in February 1999..
 AH9051
 AH9051.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9051
 AH9051.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9051
 AH9051.The geoid height was determined by GEOID03.
 AH9051
 AH9051;                    North         East     Units Scale Factor Converg.
 AH9051;SPC NV C     - 6,693,349.997   502,644.725   MT  0.99990009   +0 01 14.2
 AH9051;SPC NV C     -21,959,765.78  1,649,093.57   sFT  0.99990009   +0 01 14.2
 AH9051;UTM  11      - 4,538,525.148   530,678.934   MT  0.99961158   +0 14 21.5
 AH9051
 AH9051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9051!SPC NV C     -   0.99975845  x   0.99990009  =   0.99965857
 AH9051!UTM  11      -   0.99975845  x   0.99961158  =   0.99937013
 AH9051
 AH9051                          SUPERSEDED SURVEY CONTROL
 AH9051
 AH9051  NGVD 29 (02/26/99) 1558.4    (m)         5113.     (f) VERT ANG       
 AH9051
 AH9051.Superseded values are not recommended for survey control.
 AH9051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9051.See file dsdata.txt to determine how the superseded data were derived.
 AH9051
 AH9051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF3067938525(NAD 83)
 AH9051_MARKER: DS = TRIANGULATION STATION DISK
 AH9051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9051+STABILITY: SURFACE MOTION
 AH9051
 AH9051  HISTORY     - Date     Condition        Report By
 AH9051  HISTORY     - 1964     MONUMENTED       USGS
 AH9051
 AH9051                          STATION DESCRIPTION
 AH9051
 AH9051'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH9051'LOCATED ABOUT 16.6 MI. E. OF, AND 24.6 MI. N. OF BATTLE MOUNTAIN, IN
 AH9051'SECTION 14, T. 36 N., R. 47 E., ON A SAGEBRUSH COVERED RIDGE
 AH9051'OVERLOOKING A VALLEY TO THE N. STATION REACHED BY HELICOPTER. STATION
 AH9051'MARK--A STANDARD TABLET STAMPED---ANTELOPE 1964--- SET IN CONCRETE
 AH9051'POST PROJECTING 0.6 FT. ABOVE GROUND. REFERENCE MARK NO. 1--A STANDARD
 AH9051'TABLET STAMPED---NO 1 1964--- SET IN CONCRETE POST PROJECTING 0.4 FT.
 AH9051'ABOVE GROUND AND 16.19 FT. FROM STATION MARK AND LEVEL IN DIRECT 66
 AH9051'DEGREES 02 MINUTES. REFERENCE MARK NO. 2--A STANDARD TABLET
 AH9051'STAMPED---NO 2 1964--- SET IN CONCRETE POST PROJECTING 0.4 FT. ABOVE
 AH9051'GROUND, 15.79 FT. FROM STATION MARK AND LEVEL IN DIRECT 166 DEGREES 26
 AH9051'MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0687 ***********************************************************************
 HQ0687  DESIGNATION -  ANTELOPE LAKE
 HQ0687  PID         -  HQ0687
 HQ0687  STATE/COUNTY-  NV/NYE
 HQ0687  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0687
 HQ0687                         *CURRENT SURVEY CONTROL
 HQ0687  ___________________________________________________________________
 HQ0687* NAD 83(1986)-  37 41 12.     (N)    116 40 31.     (W)     SCALED    
 HQ0687* NAVD 88     -      1634.702  (meters)    5363.18   (feet)  ADJUSTED  
 HQ0687  ___________________________________________________________________
 HQ0687  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 HQ0687  DYNAMIC HT  -        1632.850 (meters)    5357.11  (feet)  COMP
 HQ0687  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 HQ0687
 HQ0687  VERT ORDER  -  FIRST     CLASS II
 HQ0687
 HQ0687.The horizontal coordinates were scaled from a topographic map and have
 HQ0687.an estimated accuracy of +/- 6 seconds.
 HQ0687
 HQ0687.The orthometric height was determined by differential leveling
 HQ0687.and adjusted by the National Geodetic Survey in June 1991..
 HQ0687
 HQ0687.The geoid height was determined by GEOID03.
 HQ0687
 HQ0687.The dynamic height is computed by dividing the NAVD 88
 HQ0687.geopotential number by the normal gravity value computed on the
 HQ0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0687.degrees latitude (g = 980.6199 gals.).
 HQ0687
 HQ0687.The modeled gravity was interpolated from observed gravity values.
 HQ0687
 HQ0687;                    North         East    Units  Estimated Accuracy
 HQ0687;SPC NV C     - 6,325,830.      499,240.      MT  (+/- 180 meters Scaled)
 HQ0687
 HQ0687                          SUPERSEDED SURVEY CONTROL
 HQ0687
 HQ0687.No superseded survey control is available for this station.
 HQ0687
 HQ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB286711(NAD 83)
 HQ0687_MARKER: DS = TRIANGULATION STATION DISK
 HQ0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0687_SP_SET: CONCRETE PAD
 HQ0687_STAMPING: ANTELOPE LAKE 1968
 HQ0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0687
 HQ0687  HISTORY     - Date     Condition        Report By
 HQ0687  HISTORY     - 1968     MONUMENTED       CGS
 HQ0687
 HQ0687                          STATION DESCRIPTION
 HQ0687
 HQ0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0687'30 MI SSE FROM TONOPAH.
 HQ0687'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS ABOUT 30 MILES
 HQ0687'S-SE OF TONOPAH, 15 MILES S-SE OF POINT ABLE, 8 MILES SE OF THE
 HQ0687'TEST RANGE HEADQUARTERS, AND ON THE APPROXIMATE CENTER OF A
 HQ0687'DRY LAKE BED CALLED ANTELOPE LAKE.  TO REACH THE STATION FROM
 HQ0687'THE TEST RANGE HEADQUARTERS, GO SOUTH ON THE MAIN SURFACED ROAD
 HQ0687'FOR 4.6 MILES TO THE END OF THE SURFACED ROAD, CONTINUE AHEAD
 HQ0687'SOUTH ON A GRAVELED ROAD FOR 1.55 MILES TO A SIDE ROAD LEFT
 HQ0687'AND SIGN ANTELOPE LAKE, TURN LEFT EASTERLY AS PER SIGN AND GO
 HQ0687'1.9 MILES ON A GRADED ROAD TO THE WEST EDGE OF A DRY LAKE BED,
 HQ0687'HERE BEAR RIGHT AND GO SE ON THE LAKE BED FOR 1.2 MI. TO THE
 HQ0687'APPROXIMATE CENTER CENTER OF THE LAKE AND THE STATION IN A LARGE
 HQ0687'GRADED CIRCLE.  CEMENTED IN THE CENTER OF A 3 1/2 FOOT SQUARE
 HQ0687'CONCRETE PAD, IN THE APPROXIMATE CENTER OF A LARGE GRADED CIRCLE
 HQ0687'TARGET, 36 FEET EAST OF A ELECTRICAL BOX.  A TARGET CALLED A
 HQ0687'CHRISTMAS TREE WILL BE CONSTRUCTED OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1038 ***********************************************************************
 HQ1038  DESIGNATION -  ANTELOPE LAKE
 HQ1038  PID         -  HQ1038
 HQ1038  STATE/COUNTY-  NV/NYE
 HQ1038  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ1038
 HQ1038                         *CURRENT SURVEY CONTROL
 HQ1038  ___________________________________________________________________
 HQ1038* NAD 83(1994)-  37 41 13.22252(N)    116 40 27.49200(W)     ADJUSTED  
 HQ1038* NAVD 88     -      1634.71   (+/-2cm)    5363.2    (feet)  VERTCON   
 HQ1038  ___________________________________________________________________
 HQ1038  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 HQ1038  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 HQ1038
 HQ1038  HORZ ORDER  -  FIRST
 HQ1038  VERT ORDER  -  THIRD ? (See Below)
 HQ1038
 HQ1038.The horizontal coordinates were established by classical geodetic methods
 HQ1038.and adjusted by the National Geodetic Survey in June 1998..
 HQ1038
 HQ1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1038.The vertical order pertains to the NGVD 29 superseded value.
 HQ1038
 HQ1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1038
 HQ1038.The geoid height was determined by GEOID03.
 HQ1038
 HQ1038;                    North         East     Units Scale Factor Converg.
 HQ1038;SPC NV C     - 6,325,866.850   499,326.479   MT  0.99990001   -0 00 16.8
 HQ1038;SPC NV C     -20,754,114.82  1,638,206.96   sFT  0.99990001   -0 00 16.8
 HQ1038;UTM  11      - 4,171,138.537   528,716.443   MT  0.99961016   +0 11 56.8
 HQ1038
 HQ1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1038!SPC NV C     -   0.99974755  x   0.99990001  =   0.99964759
 HQ1038!UTM  11      -   0.99974755  x   0.99961016  =   0.99935781
 HQ1038
 HQ1038:                Primary Azimuth Mark                     Grid Az
 HQ1038:SPC NV C     -  MELLAN                                   072 12 33.1
 HQ1038:UTM  11      -  MELLAN                                   072 00 19.5
 HQ1038
 HQ1038|---------------------------------------------------------------------|
 HQ1038| PID    Reference Object                     Distance      Geod. Az  |
 HQ1038|                                                           dddmmss.s |
 HQ1038| HQ0273 MELLAN                              APPROX. 8.1 KM 0721216.3 |
 HQ1038| HQ1040 ANTELOPE LAKE TAR 4                 381.103 METERS 18210     |
 HQ1038| HQ0686 ANTELOPE LAKE RM 1                   16.013 METERS 26332     |
 HQ1038| HQ1041 ANTELOPE LAKE TAR 1                 443.649 METERS 3440243.0 |
 HQ1038| HQ0685 ANTELOPE LAKE RM 2                   16.254 METERS 35002     |
 HQ1038|---------------------------------------------------------------------|
 HQ1038
 HQ1038                          SUPERSEDED SURVEY CONTROL
 HQ1038
 HQ1038  NAD 83(1986)-  37 41 13.21910(N)    116 40 27.50027(W) AD(       ) 1
 HQ1038  NAD 27      -  37 41 13.43613(N)    116 40 24.28611(W) AD(       ) 1
 HQ1038  NGVD 29 (07/19/86) 1633.60   (m)         5359.6    (f) LEVELING    3  
 HQ1038
 HQ1038.Superseded values are not recommended for survey control.
 HQ1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1038.See file dsdata.txt to determine how the superseded data were derived.
 HQ1038
 HQ1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2871671139(NAD 83)
 HQ1038_MARKER: DS = TRIANGULATION STATION DISK
 HQ1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ1038
 HQ1038  HISTORY     - Date     Condition        Report By
 HQ1038  HISTORY     - 1968     MONUMENTED       CGS
 HQ1038
 HQ1038                          STATION DESCRIPTION
 HQ1038
 HQ1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ1038'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS ABOUT
 HQ1038'30 MILES SOUTH-SOUTHEAST OF TONOPAH, 15 MILES SOUTH-SOUTHEAST
 HQ1038'OF POINT ABLE, 8 MILES SOUTHEAST OF THE TEST RANGE HEADQUARTERS,
 HQ1038'AND ON THE APPROXIMATE CENTER OF A DRY LAKE BED CALLED ANTELOPE
 HQ1038'LAKE.
 HQ1038'
 HQ1038'TO REACH THE STATION FROM THE TEST RANGE HEADQUARTERS, GO
 HQ1038'SOUTH ON THE MAIN SURFACED ROAD FOR 4.6 MILES TO THE END OF
 HQ1038'SURFACED ROAD, CONTINUE AHEAD SOUTH ON A GRAVELED ROAD FOR
 HQ1038'1.55 MILES TO A SIDE ROAD LEFT AND SIGN ANTELOPE LAKE, TURN
 HQ1038'LEFT EASTERLY AS PER SIGN AND GO 1.9 MILES ON A GRADED ROAD
 HQ1038'TO THE WEST EDGE OF A DRY LAKE BED, HERE BEAR RIGHT AND GO
 HQ1038'SOUTHEAST ON THE LAKE BED FOR 1.2 MILES TO THE APPROXIMATE
 HQ1038'CENTER OF THE LAKE AND THE STATION IN A LARGE GRADED CIRCLE.
 HQ1038'
 HQ1038'STATION MARK, IS A STANDARD DISK STAMPED ANTELOPE LAKE 1968,
 HQ1038'CEMENTED IN THE CENTER OF A 3-1/2 FOOT SQUARE CONCRETE PAD,
 HQ1038'IN THE APPROXIMATE CENTER OF A LARGE GRADED CIRCLE TARGET,
 HQ1038'36 FEET EAST OF A ELECTRICAL BOX.  A TARGET CALLED A CHRISTMAS
 HQ1038'TREE WILL BE CONSTRUCTED OVER THE MARK.
 HQ1038'
 HQ1038'REFERENCE MARK 1, IS A STANDARD DISK STAMPED ANTELOPE LAKE
 HQ1038'NO 1 1968, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT,
 HQ1038'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND, 21
 HQ1038'FEET WEST-NORTHWEST OF AN ELECTRICAL BOX, IN THE SAME LARGE
 HQ1038'CIRCLE AS THE STATION MARK.
 HQ1038'
 HQ1038'REFERENCE MARK 2, IS A STANDARD DISK STAMPED ANTELOPE LAKE
 HQ1038'NO 2 1968, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT,
 HQ1038'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND, 71
 HQ1038'FEET NORTH-NORTHEAST OF AN ELECTRICAL BOX, IN THE SAME LARGE
 HQ1038'CIRCLE AS THE STATION MARK.
 HQ1038'
 HQ1038'NOTE.  NO AZIMUTH MARK WAS SET AT THIS STATION.
 HQ1038'
 HQ1038'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0686 ***********************************************************************
 HQ0686  DESIGNATION -  ANTELOPE LAKE RM 1
 HQ0686  PID         -  HQ0686
 HQ0686  STATE/COUNTY-  NV/NYE
 HQ0686  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0686
 HQ0686                         *CURRENT SURVEY CONTROL
 HQ0686  ___________________________________________________________________
 HQ0686* NAD 83(1986)-  37 41 12.     (N)    116 40 31.     (W)     SCALED    
 HQ0686* NAVD 88     -      1634.755  (meters)    5363.36   (feet)  ADJUSTED  
 HQ0686  ___________________________________________________________________
 HQ0686  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 HQ0686  DYNAMIC HT  -        1632.903 (meters)    5357.28  (feet)  COMP
 HQ0686  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 HQ0686
 HQ0686  VERT ORDER  -  FIRST     CLASS II
 HQ0686
 HQ0686.The horizontal coordinates were scaled from a topographic map and have
 HQ0686.an estimated accuracy of +/- 6 seconds.
 HQ0686
 HQ0686.The orthometric height was determined by differential leveling
 HQ0686.and adjusted by the National Geodetic Survey in June 1991..
 HQ0686
 HQ0686.The geoid height was determined by GEOID03.
 HQ0686
 HQ0686.The dynamic height is computed by dividing the NAVD 88
 HQ0686.geopotential number by the normal gravity value computed on the
 HQ0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0686.degrees latitude (g = 980.6199 gals.).
 HQ0686
 HQ0686.The modeled gravity was interpolated from observed gravity values.
 HQ0686
 HQ0686;                    North         East    Units  Estimated Accuracy
 HQ0686;SPC NV C     - 6,325,830.      499,240.      MT  (+/- 180 meters Scaled)
 HQ0686
 HQ0686                          SUPERSEDED SURVEY CONTROL
 HQ0686
 HQ0686.No superseded survey control is available for this station.
 HQ0686
 HQ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB286711(NAD 83)
 HQ0686_MARKER: DR = REFERENCE MARK DISK
 HQ0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0686_STAMPING: ANTELOPE LAKE 1968
 HQ0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0686+STABILITY: SURFACE MOTION
 HQ0686
 HQ0686  HISTORY     - Date     Condition        Report By
 HQ0686  HISTORY     - 1968     MONUMENTED       CGS
 HQ0686
 HQ0686                          STATION DESCRIPTION
 HQ0686
 HQ0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0686'30 MI SE FROM TONOPAH.
 HQ0686'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH
 HQ0686'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND, 21 FEET
 HQ0686'WEST-NORTHWEST OF AN ELECTRICAL BOX, IN THE SAME LARGE CIRCLE
 HQ0686'AS THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0685 ***********************************************************************
 HQ0685  DESIGNATION -  ANTELOPE LAKE RM 2
 HQ0685  PID         -  HQ0685
 HQ0685  STATE/COUNTY-  NV/NYE
 HQ0685  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0685
 HQ0685                         *CURRENT SURVEY CONTROL
 HQ0685  ___________________________________________________________________
 HQ0685* NAD 83(1986)-  37 41 12.     (N)    116 40 31.     (W)     SCALED    
 HQ0685* NAVD 88     -      1634.808  (meters)    5363.53   (feet)  ADJUSTED  
 HQ0685  ___________________________________________________________________
 HQ0685  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 HQ0685  DYNAMIC HT  -        1632.955 (meters)    5357.45  (feet)  COMP
 HQ0685  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 HQ0685
 HQ0685  VERT ORDER  -  FIRST     CLASS II
 HQ0685
 HQ0685.The horizontal coordinates were scaled from a topographic map and have
 HQ0685.an estimated accuracy of +/- 6 seconds.
 HQ0685
 HQ0685.The orthometric height was determined by differential leveling
 HQ0685.and adjusted by the National Geodetic Survey in June 1991..
 HQ0685
 HQ0685.The geoid height was determined by GEOID03.
 HQ0685
 HQ0685.The dynamic height is computed by dividing the NAVD 88
 HQ0685.geopotential number by the normal gravity value computed on the
 HQ0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0685.degrees latitude (g = 980.6199 gals.).
 HQ0685
 HQ0685.The modeled gravity was interpolated from observed gravity values.
 HQ0685
 HQ0685;                    North         East    Units  Estimated Accuracy
 HQ0685;SPC NV C     - 6,325,830.      499,240.      MT  (+/- 180 meters Scaled)
 HQ0685
 HQ0685                          SUPERSEDED SURVEY CONTROL
 HQ0685
 HQ0685.No superseded survey control is available for this station.
 HQ0685
 HQ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB286711(NAD 83)
 HQ0685_MARKER: DR = REFERENCE MARK DISK
 HQ0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0685_STAMPING: ANTELOPE LAKE NO 2 1968
 HQ0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0685+STABILITY: SURFACE MOTION
 HQ0685
 HQ0685  HISTORY     - Date     Condition        Report By
 HQ0685  HISTORY     - 1968     MONUMENTED       CGS
 HQ0685
 HQ0685                          STATION DESCRIPTION
 HQ0685
 HQ0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0685'30 MI SSE FROM TONOPAH.
 HQ0685'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH
 HQ0685'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND, 71 FEET
 HQ0685'NORTH-NORTHEAST OF AN ELECTRICAL BOX, IN THE SAME LARGE CIRCLE
 HQ0685'AS THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0689 ***********************************************************************
 HQ0689  DESIGNATION -  ANTELOPE LAKE TAR
 HQ0689  PID         -  HQ0689
 HQ0689  STATE/COUNTY-  NV/NYE
 HQ0689  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0689
 HQ0689                         *CURRENT SURVEY CONTROL
 HQ0689  ___________________________________________________________________
 HQ0689* NAD 83(1986)-  37 41 13.     (N)    116 39 15.     (W)     SCALED    
 HQ0689* NAVD 88     -      1635.189  (meters)    5364.78   (feet)  ADJUSTED  
 HQ0689  ___________________________________________________________________
 HQ0689  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HQ0689  DYNAMIC HT  -        1633.338 (meters)    5358.71  (feet)  COMP
 HQ0689  MODELED GRAV-     979,440.5   (mgal)                       NAVD 88
 HQ0689
 HQ0689  VERT ORDER  -  FIRST     CLASS II
 HQ0689
 HQ0689.The horizontal coordinates were scaled from a topographic map and have
 HQ0689.an estimated accuracy of +/- 6 seconds.
 HQ0689
 HQ0689.The orthometric height was determined by differential leveling
 HQ0689.and adjusted by the National Geodetic Survey in June 1991..
 HQ0689
 HQ0689.The geoid height was determined by GEOID03.
 HQ0689
 HQ0689.The dynamic height is computed by dividing the NAVD 88
 HQ0689.geopotential number by the normal gravity value computed on the
 HQ0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0689.degrees latitude (g = 980.6199 gals.).
 HQ0689
 HQ0689.The modeled gravity was interpolated from observed gravity values.
 HQ0689
 HQ0689;                    North         East    Units  Estimated Accuracy
 HQ0689;SPC NV C     - 6,325,860.      501,100.      MT  (+/- 180 meters Scaled)
 HQ0689
 HQ0689                          SUPERSEDED SURVEY CONTROL
 HQ0689
 HQ0689.No superseded survey control is available for this station.
 HQ0689
 HQ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB304711(NAD 83)
 HQ0689_MARKER: DS = TRIANGULATION STATION DISK
 HQ0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0689_STAMPING: ANTELOPE LAKE TARGET 2 1968
 HQ0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0689+STABILITY: SURFACE MOTION
 HQ0689
 HQ0689  HISTORY     - Date     Condition        Report By
 HQ0689  HISTORY     - 1968     MONUMENTED       CGS
 HQ0689
 HQ0689                          STATION DESCRIPTION
 HQ0689
 HQ0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0689'30 MI SE FROM TONOPAH.
 HQ0689'LOCATED ON THE TONOPAH TEST RANGE WHICH IS 30 MILES S-SE OF
 HQ0689'TONOPAH.  IT IS 15 MILES SE OF THE MAIN GUARD GATE (POINT ABLE)
 HQ0689'AND 8 MILES SET OF THE RANGE HEADQUARTERS ON THE RANGE
 HQ0689'HEADQUARTERS ON THE RANGE HEADQUARTERS ON THE EAST EDGE OF A
 HQ0689'DRY LAKE BED KNOWN AS ANTELOPE LAKE.  TO REACH FROM THE MAIN
 HQ0689'GUARD GATE, GO SOUTH ON SURFACED ROAD FOR 7 MILES TO RANGE
 HQ0689'HEADQUARTERS ON RIGHT, CONTINUE FOR 4.6 MILES TO END OF SURFACED
 HQ0689'ROAD, CONTINUE ON GRAVEL ROAD FOR 1.5 MILES TO A SIDE ROAD LEFT
 HQ0689'AND SIGN ANTELOPE LAKE, TURN LEFT AND GO EASTERLY FOR 1.9
 HQ0689'MILES TO EDGE OF DRY LAKE BED, BEAR RIGHT AND GO SE ACROSS
 HQ0689'LAKE BED FOR 1.2 MILES TO STATION ANTELOPE LAKE, TURN LEFT
 HQ0689'AND GO EAST FOR 1 MILE TO THE EAST EDGE OF LAKE BED AND STATION.
 HQ0689'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0692 ***********************************************************************
 HQ0692  DESIGNATION -  ANTELOPE LAKE TAR 1
 HQ0692  PID         -  HQ0692
 HQ0692  STATE/COUNTY-  NV/NYE
 HQ0692  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0692
 HQ0692                         *CURRENT SURVEY CONTROL
 HQ0692  ___________________________________________________________________
 HQ0692* NAD 83(1986)-  37 41 27.     (N)    116 40 34.     (W)     SCALED    
 HQ0692* NAVD 88     -      1634.783  (meters)    5363.45   (feet)  ADJUSTED  
 HQ0692  ___________________________________________________________________
 HQ0692  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 HQ0692  DYNAMIC HT  -        1632.931 (meters)    5357.37  (feet)  COMP
 HQ0692  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 HQ0692
 HQ0692  VERT ORDER  -  FIRST     CLASS II
 HQ0692
 HQ0692.The horizontal coordinates were scaled from a topographic map and have
 HQ0692.an estimated accuracy of +/- 6 seconds.
 HQ0692
 HQ0692.The orthometric height was determined by differential leveling
 HQ0692.and adjusted by the National Geodetic Survey in June 1991..
 HQ0692
 HQ0692.The geoid height was determined by GEOID03.
 HQ0692
 HQ0692.The dynamic height is computed by dividing the NAVD 88
 HQ0692.geopotential number by the normal gravity value computed on the
 HQ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0692.degrees latitude (g = 980.6199 gals.).
 HQ0692
 HQ0692.The modeled gravity was interpolated from observed gravity values.
 HQ0692
 HQ0692;                    North         East    Units  Estimated Accuracy
 HQ0692;SPC NV C     - 6,326,290.      499,170.      MT  (+/- 180 meters Scaled)
 HQ0692
 HQ0692                          SUPERSEDED SURVEY CONTROL
 HQ0692
 HQ0692.No superseded survey control is available for this station.
 HQ0692
 HQ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB285715(NAD 83)
 HQ0692_MARKER: DS = TRIANGULATION STATION DISK
 HQ0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0692_STAMPING: ANTELOPE LAKE TARGET 1 1968
 HQ0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0692+STABILITY: SURFACE MOTION
 HQ0692
 HQ0692  HISTORY     - Date     Condition        Report By
 HQ0692  HISTORY     - 1968     MONUMENTED       CGS
 HQ0692  HISTORY     - 1968     GOOD             CGS
 HQ0692
 HQ0692                          STATION DESCRIPTION
 HQ0692
 HQ0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0692'30 MI SSE FROM TONOPAH.
 HQ0692'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0692'MI. S-SE OF TONOPAH, ABOUT 15 MILES S-SE OF THE NORTH GUARD GATE,
 HQ0692'(POINT ABLE), 8 MILES SE OF THE TEST RANGE HEADQUARTERS, AND
 HQ0692'IS ABOUT 0.2 MILE N-NW OF THE MAIN TARGET FOR THIS AREA, ON
 HQ0692'A DRY LAKE BED KNOWN AS ANTLEOPE LAKE.  TO REACH FROM THE
 HQ0692'NORTH GUARD GATE, (POINT ABLE), GO S-SE ON THE MAIN SURFACED
 HQ0692'ROAD FOR 7 MI. TO THE TEST RANGE HEADQUARTERS ON THE RIGHT.
 HQ0692'CONTINUE AHEAD SOUTH-SOUTHEAST ON THE MAIN SURFACED ROAD FOR
 HQ0692'4.6 MILES TO THE END OF THE PAVEMENT, CONTINUE ON GRAVELED
 HQ0692'ROAD FOR 1.6 MILES TO A SIDE ROAD LEFT AND SIGN ANTELOPE LAKE,
 HQ0692'TURN LEFT AND GO EASTERLY ON GRAVELED ROAD FOR 1.9 MI. TO THE
 HQ0692'EDGE OF THE DRY LAKE BED.  HERE GO SOUTHEASTERLY FOR 1 MILE TO
 HQ0692'THE CENTER OF A CIRCULAR TARGET AREA AND THE STATION.  SET IN THE
 HQ0692'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 HQ0692
 HQ0692                          STATION RECOVERY (1968)
 HQ0692
 HQ0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0692'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0692'ABOUT 30 MILES SOUTH-SOUTHEAST OF TONOPAH, ABOUT 15 MILES
 HQ0692'SOUTH-SOUTHEAST OF THE NORTH GUARD GATE, (POINT ABLE), 8
 HQ0692'MILES SOUTHEAST OF THE TEST RANGE HEADQUARTERS, AND IS ABOUT
 HQ0692'0.2 MILE NORTH-NORTHWEST OF THE MAIN TARGET FOR THIS AREA,
 HQ0692'ON A DRY LAKE BED KNOWN AS ANTELOPE LAKE.
 HQ0692'
 HQ0692'TO REACH FROM THE NORTH GUARD GATE, (POINT ABLE), GO
 HQ0692'SOUTH-SOUTHEAST ON THE MAIN SURFACED ROAD FOR 7 MILES TO THE
 HQ0692'TEST RANGE HEADQUARTERS ON THE RIGHT.  CONTINUE AHEAD
 HQ0692'SOUTH-SOUTHEAST ON THE MAIN SURFACED ROAD FOR 4.6 MILES TO THE
 HQ0692'END OF THE PAVEMENT, CONTINUE ON GRAVELED ROAD FOR 1.6 MILES TO A
 HQ0692'SIDE ROAD LEFT AND SIGN ANTELOPE LAKE.  TURN LEFT AND GO
 HQ0692'EASTERLY ON GRAVELED ROAD FOR 1.9 MILES TO THE EDGE OF THE
 HQ0692'DRY LAKE BED.  HERE GO SOUTHEASTERLY FOR 1 MILE TO THE CENTER
 HQ0692'OF A CIRCULAR TARGET AREA AND THE STATION.
 HQ0692'
 HQ0692'STATION MARK, A STANDARD DISK STAMPED ANTELOPE LAKE TARGET
 HQ0692'1 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0692'PROJECTS 1 INCH.
 HQ0692'
 HQ0692'REFERENCE MARK 1, A STANDARD DISK STAMPED ANTELOPE LAKE TARGET
 HQ0692'1 NO 1 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0692'PROJECTS ABOUT 2 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 HQ0692'STATION.
 HQ0692'
 HQ0692'REFERENCE MARK 2, A STANDARD DISK STAMPED ANTELOPE LAKE TARGET 1
 HQ0692'NO 2 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0692'PROJECTS ABOUT 2 INCHES AND IS ABOUT THE SAME ELEVATION AS
 HQ0692'THE STATION.
 HQ0692'
 HQ0692'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0693 ***********************************************************************
 HQ0693  DESIGNATION -  ANTELOPE LAKE TAR 1 RM 1
 HQ0693  PID         -  HQ0693
 HQ0693  STATE/COUNTY-  NV/NYE
 HQ0693  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0693
 HQ0693                         *CURRENT SURVEY CONTROL
 HQ0693  ___________________________________________________________________
 HQ0693* NAD 83(1986)-  37 41 27.     (N)    116 40 34.     (W)     SCALED    
 HQ0693* NAVD 88     -      1634.755  (meters)    5363.36   (feet)  ADJUSTED  
 HQ0693  ___________________________________________________________________
 HQ0693  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 HQ0693  DYNAMIC HT  -        1632.904 (meters)    5357.29  (feet)  COMP
 HQ0693  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 HQ0693
 HQ0693  VERT ORDER  -  FIRST     CLASS II
 HQ0693
 HQ0693.The horizontal coordinates were scaled from a topographic map and have
 HQ0693.an estimated accuracy of +/- 6 seconds.
 HQ0693
 HQ0693.The orthometric height was determined by differential leveling
 HQ0693.and adjusted by the National Geodetic Survey in June 1991..
 HQ0693
 HQ0693.The geoid height was determined by GEOID03.
 HQ0693
 HQ0693.The dynamic height is computed by dividing the NAVD 88
 HQ0693.geopotential number by the normal gravity value computed on the
 HQ0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0693.degrees latitude (g = 980.6199 gals.).
 HQ0693
 HQ0693.The modeled gravity was interpolated from observed gravity values.
 HQ0693
 HQ0693;                    North         East    Units  Estimated Accuracy
 HQ0693;SPC NV C     - 6,326,290.      499,170.      MT  (+/- 180 meters Scaled)
 HQ0693
 HQ0693                          SUPERSEDED SURVEY CONTROL
 HQ0693
 HQ0693.No superseded survey control is available for this station.
 HQ0693
 HQ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB285715(NAD 83)
 HQ0693_MARKER: DR = REFERENCE MARK DISK
 HQ0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0693_STAMPING: ANTELOPE LAKE TARGET 1 NO 1 1968
 HQ0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0693+STABILITY: SURFACE MOTION
 HQ0693
 HQ0693  HISTORY     - Date     Condition        Report By
 HQ0693  HISTORY     - 1968     MONUMENTED       CGS
 HQ0693
 HQ0693                          STATION DESCRIPTION
 HQ0693
 HQ0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0693'30 MI SSE FROM TONOPAH.
 HQ0693'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2
 HQ0693'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0694 ***********************************************************************
 HQ0694  DESIGNATION -  ANTELOPE LAKE TAR 1 RM 2
 HQ0694  PID         -  HQ0694
 HQ0694  STATE/COUNTY-  NV/NYE
 HQ0694  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0694
 HQ0694                         *CURRENT SURVEY CONTROL
 HQ0694  ___________________________________________________________________
 HQ0694* NAD 83(1986)-  37 41 27.     (N)    116 40 34.     (W)     SCALED    
 HQ0694* NAVD 88     -      1634.779  (meters)    5363.44   (feet)  ADJUSTED  
 HQ0694  ___________________________________________________________________
 HQ0694  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 HQ0694  DYNAMIC HT  -        1632.927 (meters)    5357.36  (feet)  COMP
 HQ0694  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 HQ0694
 HQ0694  VERT ORDER  -  FIRST     CLASS II
 HQ0694
 HQ0694.The horizontal coordinates were scaled from a topographic map and have
 HQ0694.an estimated accuracy of +/- 6 seconds.
 HQ0694
 HQ0694.The orthometric height was determined by differential leveling
 HQ0694.and adjusted by the National Geodetic Survey in June 1991..
 HQ0694
 HQ0694.The geoid height was determined by GEOID03.
 HQ0694
 HQ0694.The dynamic height is computed by dividing the NAVD 88
 HQ0694.geopotential number by the normal gravity value computed on the
 HQ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0694.degrees latitude (g = 980.6199 gals.).
 HQ0694
 HQ0694.The modeled gravity was interpolated from observed gravity values.
 HQ0694
 HQ0694;                    North         East    Units  Estimated Accuracy
 HQ0694;SPC NV C     - 6,326,290.      499,170.      MT  (+/- 180 meters Scaled)
 HQ0694
 HQ0694                          SUPERSEDED SURVEY CONTROL
 HQ0694
 HQ0694.No superseded survey control is available for this station.
 HQ0694
 HQ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB285715(NAD 83)
 HQ0694_MARKER: DR = REFERENCE MARK DISK
 HQ0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0694_STAMPING: ANTELOPE LAKE TA TARGET 1 NO 2 1968
 HQ0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0694+STABILITY: SURFACE MOTION
 HQ0694
 HQ0694  HISTORY     - Date     Condition        Report By
 HQ0694  HISTORY     - 1968     MONUMENTED       CGS
 HQ0694
 HQ0694                          STATION DESCRIPTION
 HQ0694
 HQ0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0694'30 MI SSE FROM TONOPAH.
 HQ0694'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 HQ0694'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0690 ***********************************************************************
 HQ0690  DESIGNATION -  ANTELOPE LAKE TAR 2 RM 2
 HQ0690  PID         -  HQ0690
 HQ0690  STATE/COUNTY-  NV/NYE
 HQ0690  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0690
 HQ0690                         *CURRENT SURVEY CONTROL
 HQ0690  ___________________________________________________________________
 HQ0690* NAD 83(1986)-  37 41 13.     (N)    116 39 15.     (W)     SCALED    
 HQ0690* NAVD 88     -      1635.168  (meters)    5364.71   (feet)  ADJUSTED  
 HQ0690  ___________________________________________________________________
 HQ0690  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HQ0690  DYNAMIC HT  -        1633.317 (meters)    5358.64  (feet)  COMP
 HQ0690  MODELED GRAV-     979,440.5   (mgal)                       NAVD 88
 HQ0690
 HQ0690  VERT ORDER  -  FIRST     CLASS II
 HQ0690
 HQ0690.The horizontal coordinates were scaled from a topographic map and have
 HQ0690.an estimated accuracy of +/- 6 seconds.
 HQ0690
 HQ0690.The orthometric height was determined by differential leveling
 HQ0690.and adjusted by the National Geodetic Survey in June 1991..
 HQ0690
 HQ0690.The geoid height was determined by GEOID03.
 HQ0690
 HQ0690.The dynamic height is computed by dividing the NAVD 88
 HQ0690.geopotential number by the normal gravity value computed on the
 HQ0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0690.degrees latitude (g = 980.6199 gals.).
 HQ0690
 HQ0690.The modeled gravity was interpolated from observed gravity values.
 HQ0690
 HQ0690;                    North         East    Units  Estimated Accuracy
 HQ0690;SPC NV C     - 6,325,860.      501,100.      MT  (+/- 180 meters Scaled)
 HQ0690
 HQ0690                          SUPERSEDED SURVEY CONTROL
 HQ0690
 HQ0690.No superseded survey control is available for this station.
 HQ0690
 HQ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB304711(NAD 83)
 HQ0690_MARKER: DR = REFERENCE MARK DISK
 HQ0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0690_STAMPING: 1968
 HQ0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0690+STABILITY: SURFACE MOTION
 HQ0690
 HQ0690  HISTORY     - Date     Condition        Report By
 HQ0690  HISTORY     - 1968     MONUMENTED       CGS
 HQ0690
 HQ0690                          STATION DESCRIPTION
 HQ0690
 HQ0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0690'30 MI SSE FROM TONOPAH.
 HQ0690'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0691 ***********************************************************************
 HQ0691  DESIGNATION -  ANTELOPE LAKE TAR 2 RM 1
 HQ0691  PID         -  HQ0691
 HQ0691  STATE/COUNTY-  NV/NYE
 HQ0691  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0691
 HQ0691                         *CURRENT SURVEY CONTROL
 HQ0691  ___________________________________________________________________
 HQ0691* NAD 83(1986)-  37 41 13.     (N)    116 39 15.     (W)     SCALED    
 HQ0691* NAVD 88     -      1635.255  (meters)    5365.00   (feet)  ADJUSTED  
 HQ0691  ___________________________________________________________________
 HQ0691  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HQ0691  DYNAMIC HT  -        1633.404 (meters)    5358.93  (feet)  COMP
 HQ0691  MODELED GRAV-     979,440.5   (mgal)                       NAVD 88
 HQ0691
 HQ0691  VERT ORDER  -  FIRST     CLASS II
 HQ0691
 HQ0691.The horizontal coordinates were scaled from a topographic map and have
 HQ0691.an estimated accuracy of +/- 6 seconds.
 HQ0691
 HQ0691.The orthometric height was determined by differential leveling
 HQ0691.and adjusted by the National Geodetic Survey in June 1991..
 HQ0691
 HQ0691.The geoid height was determined by GEOID03.
 HQ0691
 HQ0691.The dynamic height is computed by dividing the NAVD 88
 HQ0691.geopotential number by the normal gravity value computed on the
 HQ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0691.degrees latitude (g = 980.6199 gals.).
 HQ0691
 HQ0691.The modeled gravity was interpolated from observed gravity values.
 HQ0691
 HQ0691;                    North         East    Units  Estimated Accuracy
 HQ0691;SPC NV C     - 6,325,860.      501,100.      MT  (+/- 180 meters Scaled)
 HQ0691
 HQ0691                          SUPERSEDED SURVEY CONTROL
 HQ0691
 HQ0691.No superseded survey control is available for this station.
 HQ0691
 HQ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB304711(NAD 83)
 HQ0691_MARKER: DR = REFERENCE MARK DISK
 HQ0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0691_STAMPING: ANTELOPE LAKE TARGET 2 NO 1 1968
 HQ0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0691+STABILITY: SURFACE MOTION
 HQ0691
 HQ0691  HISTORY     - Date     Condition        Report By
 HQ0691  HISTORY     - 1968     MONUMENTED       CGS
 HQ0691
 HQ0691                          STATION DESCRIPTION
 HQ0691
 HQ0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0691'30 MI SSE FROM TONOPAH.
 HQ0691'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1042 ***********************************************************************
 HQ1042  DESIGNATION -  ANTELOPE LAKE TAR 2
 HQ1042  PID         -  HQ1042
 HQ1042  STATE/COUNTY-  NV/NYE
 HQ1042  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ1042
 HQ1042                         *CURRENT SURVEY CONTROL
 HQ1042  ___________________________________________________________________
 HQ1042* NAD 83(1994)-  37 41 17.37872(N)    116 39 18.13780(W)     ADJUSTED  
 HQ1042* NAVD 88     -      1635.19   (+/-2cm)    5364.8    (feet)  VERTCON   
 HQ1042  ___________________________________________________________________
 HQ1042  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HQ1042  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HQ1042
 HQ1042  HORZ ORDER  -  SECOND
 HQ1042  VERT ORDER  -  THIRD ? (See Below)
 HQ1042
 HQ1042.The horizontal coordinates were established by classical geodetic methods
 HQ1042.and adjusted by the National Geodetic Survey in June 1998..
 HQ1042
 HQ1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1042.The vertical order pertains to the NGVD 29 superseded value.
 HQ1042
 HQ1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1042
 HQ1042.The geoid height was determined by GEOID03.
 HQ1042
 HQ1042;                    North         East     Units Scale Factor Converg.
 HQ1042;SPC NV C     - 6,325,995.012   501,025.557   MT  0.99990001   +0 00 25.6
 HQ1042;SPC NV C     -20,754,535.30  1,643,781.35   sFT  0.99990001   +0 00 25.6
 HQ1042;UTM  11      - 4,171,272.703   530,414.563   MT  0.99961139   +0 12 39.2
 HQ1042
 HQ1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1042!SPC NV C     -   0.99974748  x   0.99990001  =   0.99964751
 HQ1042!UTM  11      -   0.99974748  x   0.99961139  =   0.99935897
 HQ1042
 HQ1042|---------------------------------------------------------------------|
 HQ1042| PID    Reference Object                     Distance      Geod. Az  |
 HQ1042|                                                           dddmmss.s |
 HQ1042| DD5298 ANTELOPE LAKE TAR 2 RM 1              9.095 METERS 06522     |
 HQ1042| HQ1039 ANTELOPE LAKE TAR 3                 APPROX. 2.2 KM 2231904.3 |
 HQ1042| DD5299 ANTELOPE LAKE TAR 2 RM 2              8.699 METERS 33746     |
 HQ1042|---------------------------------------------------------------------|
 HQ1042
 HQ1042                          SUPERSEDED SURVEY CONTROL
 HQ1042
 HQ1042  NAD 83(1986)-  37 41 17.37528(N)    116 39 18.14606(W) AD(       ) 2
 HQ1042  NAD 27      -  37 41 17.59166(N)    116 39 14.93471(W) AD(       ) 2
 HQ1042  NGVD 29 (07/19/86) 1634.09   (m)         5361.2    (f) LEVELING    3  
 HQ1042
 HQ1042.Superseded values are not recommended for survey control.
 HQ1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1042.See file dsdata.txt to determine how the superseded data were derived.
 HQ1042
 HQ1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB3041571273(NAD 83)
 HQ1042_MARKER: DS = TRIANGULATION STATION DISK
 HQ1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ1042_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HQ1042
 HQ1042  HISTORY     - Date     Condition        Report By
 HQ1042  HISTORY     - 1968     MONUMENTED       CGS
 HQ1042
 HQ1042                          STATION DESCRIPTION
 HQ1042
 HQ1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ1042'STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS 30
 HQ1042'MILES SOUTH-SOUTHEAST OF TONOPAH.  IT IS 15 MILES SOUTHEAST
 HQ1042'OF THE MAIN GUARD GATE (POINT ABLE) AND 8 MILES SOUTHEAST
 HQ1042'OF THE RANGE HEADQUARTERS ON THE EAST EDGE OF A DRY LAKE BED
 HQ1042'KNOWN AS ANTELOPE LAKE.
 HQ1042'
 HQ1042'TO REACH FROM THE MAIN GUARD GATE, GO SOUTH ON SURFACED ROAD
 HQ1042'FOR 7 MILES TO RANGE HEADQUARTERS ON RIGHT, CONTINUE FOR 4.6
 HQ1042'MILES TO END OF SURFACED ROAD, CONTINUE ON GRAVEL ROAD FOR
 HQ1042'1.5 MILES TO A SIDE ROAD LEFT AND SIGN ANTELOPE LAKE, TURN
 HQ1042'LEFT AND GO EASTERLY FOR 1.9 MILES TO EDGE OF DRY LAKE BED,
 HQ1042'BEAR RIGHT AND GO SOUTHEAST ACROSS LAKE BED FOR 1.2 MILES TO
 HQ1042'STATION ANTELOPE LAKE, TURN LEFT AND GO EAST FOR 1 MILE TO THE
 HQ1042'EAST EDGE OF LAKE BED AND STATION.
 HQ1042'
 HQ1042'STATION MARK, A STANDARD DISK STAMPED ANTELOPE LAKE TARGET
 HQ1042'2 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ1042'PROJECTS 3 INCHES.
 HQ1042'
 HQ1042'REFERENCE MARK 1, A STANDARD DISK STAMPED ANTELOPE LAKE TARGET
 HQ1042'2 NO 1 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ1042'PROJECTS 4 INCHES.
 HQ1042'
 HQ1042'REFERENCE MARK 2, A STANDARD DISK STAMPED ANTELOPE LAKE TARGET
 HQ1042'2 NO 2 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ1042'PROJECTS 2 INCHES.
 HQ1042'
 HQ1042'NO AZIMUTH MARK ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0682 ***********************************************************************
 HQ0682  DESIGNATION -  ANTELOPE LAKE TAR 3
 HQ0682  PID         -  HQ0682
 HQ0682  STATE/COUNTY-  NV/NYE
 HQ0682  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0682
 HQ0682                         *CURRENT SURVEY CONTROL
 HQ0682  ___________________________________________________________________
 HQ0682* NAD 83(1986)-  37 40 28.     (N)    116 40 10.     (W)     SCALED    
 HQ0682* NAVD 88     -      1634.854  (meters)    5363.68   (feet)  ADJUSTED  
 HQ0682  ___________________________________________________________________
 HQ0682  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 HQ0682  DYNAMIC HT  -        1632.999 (meters)    5357.60  (feet)  COMP
 HQ0682  MODELED GRAV-     979,438.0   (mgal)                       NAVD 88
 HQ0682
 HQ0682  VERT ORDER  -  FIRST     CLASS II
 HQ0682
 HQ0682.The horizontal coordinates were scaled from a topographic map and have
 HQ0682.an estimated accuracy of +/- 6 seconds.
 HQ0682
 HQ0682.The orthometric height was determined by differential leveling
 HQ0682.and adjusted by the National Geodetic Survey in June 1991..
 HQ0682
 HQ0682.The geoid height was determined by GEOID03.
 HQ0682
 HQ0682.The dynamic height is computed by dividing the NAVD 88
 HQ0682.geopotential number by the normal gravity value computed on the
 HQ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0682.degrees latitude (g = 980.6199 gals.).
 HQ0682
 HQ0682.The modeled gravity was interpolated from observed gravity values.
 HQ0682
 HQ0682;                    North         East    Units  Estimated Accuracy
 HQ0682;SPC NV C     - 6,324,470.      499,760.      MT  (+/- 180 meters Scaled)
 HQ0682
 HQ0682                          SUPERSEDED SURVEY CONTROL
 HQ0682
 HQ0682.No superseded survey control is available for this station.
 HQ0682
 HQ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB291697(NAD 83)
 HQ0682_MARKER: DS = TRIANGULATION STATION DISK
 HQ0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0682_STAMPING: ANTELOPE LAKE TARGET 3 1968
 HQ0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0682+STABILITY: SURFACE MOTION
 HQ0682
 HQ0682  HISTORY     - Date     Condition        Report By
 HQ0682  HISTORY     - 1968     MONUMENTED       CGS
 HQ0682  HISTORY     - 1968     GOOD             CGS
 HQ0682
 HQ0682                          STATION DESCRIPTION
 HQ0682
 HQ0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0682'30 MI SSE FROM TONOPAH.
 HQ0682'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS ABOUT 30 MILES SE
 HQ0682'OF TONOPAH.  IT IS ABOUT 15 MILES S-SE OF THE MAIN GUARD GATE,
 HQ0682'KNOWN AS POINT ABLE, 8 MILES SE OF THE TEST RANGE HEADQUARTERS
 HQ0682'AND ON THE SW PART OF A DRY LAKE, KNOWN AS ANTELOPE LAKE.  TO
 HQ0682'REACH THE STATION FROM THE NORTH GUARD GATE, KNOWN AS POINT
 HQ0682'ABLE, GO SOUTH FOR 6.9 MILES TO THE HEADQUARTERS ON THE RIGHT,
 HQ0682'CONTINUE SOUTH FOR 4.5 MILES TO THE END OF THE ASPHALT ROAD,
 HQ0682'CONTINUE SOUTH FOR 1.55 MILES TO A SIDE ROAD LEFT AND SIGN
 HQ0682'ANTELOPE LAKE, TURN LEFT, E FOR 1.9 MILES TO THE NW CORNER OF
 HQ0682'THE DRY LAKE BED, TURN RIGHT, SE FOR 1.2 MILES ACROSS THE LAKE
 HQ0682'BED TO A METAL CHRISTMAS TREE TARGET AND STATION ANTELOPE LAKE.
 HQ0682'CONTINUE ACROSS THE DRY LAKE BED, SOUTHERLY, FOR 0.9 MILE TO
 HQ0682'THE STATION.  SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 HQ0682'WHICH IS FLUSH WITH THE GROUND SURFACE.  LOCATED AT THE SW PART
 HQ0682'OF THE LAKE BED AND IS THE SOUTHERN MOST ONE OF THE TARGETS
 HQ0682'ON THE LAKE.
 HQ0682
 HQ0682                          STATION RECOVERY (1968)
 HQ0682
 HQ0682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0682'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS
 HQ0682'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 15 MILES
 HQ0682'SOUTH-SOUTHEAST OF THE MAIN GUARD GATE, KNOWN AS POINT ABLE,
 HQ0682'8 MILES SOUTHEAST OF THE TEST RANGE HEADQUARTERS AND ON THE
 HQ0682'SOUTHWEST PART OF A DRY LAKE, KNOWN AS ANTELOPE LAKE.
 HQ0682'
 HQ0682'TO REACH THE STATION FROM THE NORTH GUARD GATE, KNOWN AS
 HQ0682'POINT ABLE, GO SOUTH FOR 6.9 MILES TO THE HEADQUARTERS ON
 HQ0682'THE RIGHT.  CONTINUE SOUTH FOR 4.5 MILES TO THE END OF THE
 HQ0682'ASPHALT ROAD.  CONTINUE SOUTH FOR 1.55 MILES TO A SIDE ROAD
 HQ0682'LEFT AND SIGN ANTELOPE LAKE.  TURN LEFT, EAST, FOR 1.9 MILES
 HQ0682'TO THE NORTHWEST CORNER OF THE DRY LAKE BED.  TURN RIGHT,
 HQ0682'SOUTHEAST, FOR 1.2 MILES ACROSS THE LAKE BED TO A METAL
 HQ0682'CHRISTMAS TREE TARGET AND STATION ANTELOPE LAKE.  CONTINUE
 HQ0682'ACROSS THE DRY LAKE BED, SOUTHERLY, FOR 0.9 MILE TO THE
 HQ0682'STATION.
 HQ0682'
 HQ0682'THE STATION MARK IS A STANDARD DISK, STAMPED ANTELOPE LAKE
 HQ0682'TARGET 3 1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 HQ0682'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED
 HQ0682'AT THE SOUTHWEST PART OF THE LAKE BED AND IS THE SOUTHERN
 HQ0682'MOST ONE OF THE TARGETS ON THE LAKE.
 HQ0682'
 HQ0682'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANTELOPE LAKE
 HQ0682'TARGET 3 NO 1 1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 HQ0682'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS ABOUT THE SAME ELEVATION
 HQ0682'AS THE STATION.
 HQ0682'
 HQ0682'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANTELOPE LAKE
 HQ0682'TARGET 3 NO 2 1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 HQ0682'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS ABOUT THE SAME
 HQ0682'ELEVATION AS THE STATION.
 HQ0682'
 HQ0682'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 HQ0682'
 HQ0682'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0683 ***********************************************************************
 HQ0683  DESIGNATION -  ANTELOPE LAKE TAR 3 RM 1
 HQ0683  PID         -  HQ0683
 HQ0683  STATE/COUNTY-  NV/NYE
 HQ0683  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0683
 HQ0683                         *CURRENT SURVEY CONTROL
 HQ0683  ___________________________________________________________________
 HQ0683* NAD 83(1986)-  37 40 28.     (N)    116 40 10.     (W)     SCALED    
 HQ0683* NAVD 88     -      1634.879  (meters)    5363.77   (feet)  ADJUSTED  
 HQ0683  ___________________________________________________________________
 HQ0683  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 HQ0683  DYNAMIC HT  -        1633.024 (meters)    5357.68  (feet)  COMP
 HQ0683  MODELED GRAV-     979,438.0   (mgal)                       NAVD 88
 HQ0683
 HQ0683  VERT ORDER  -  FIRST     CLASS II
 HQ0683
 HQ0683.The horizontal coordinates were scaled from a topographic map and have
 HQ0683.an estimated accuracy of +/- 6 seconds.
 HQ0683
 HQ0683.The orthometric height was determined by differential leveling
 HQ0683.and adjusted by the National Geodetic Survey in June 1991..
 HQ0683
 HQ0683.The geoid height was determined by GEOID03.
 HQ0683
 HQ0683.The dynamic height is computed by dividing the NAVD 88
 HQ0683.geopotential number by the normal gravity value computed on the
 HQ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0683.degrees latitude (g = 980.6199 gals.).
 HQ0683
 HQ0683.The modeled gravity was interpolated from observed gravity values.
 HQ0683
 HQ0683;                    North         East    Units  Estimated Accuracy
 HQ0683;SPC NV C     - 6,324,470.      499,760.      MT  (+/- 180 meters Scaled)
 HQ0683
 HQ0683                          SUPERSEDED SURVEY CONTROL
 HQ0683
 HQ0683.No superseded survey control is available for this station.
 HQ0683
 HQ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB291697(NAD 83)
 HQ0683_MARKER: DR = REFERENCE MARK DISK
 HQ0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0683_STAMPING: ANTELOPE LAKE TARGET 3 NO 1 1968
 HQ0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0683+STABILITY: SURFACE MOTION
 HQ0683
 HQ0683  HISTORY     - Date     Condition        Report By
 HQ0683  HISTORY     - 1968     MONUMENTED       CGS
 HQ0683
 HQ0683                          STATION DESCRIPTION
 HQ0683
 HQ0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0683'30 MI SSE FROM TONOPAH.
 HQ0683'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 HQ0683'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0684 ***********************************************************************
 HQ0684  DESIGNATION -  ANTELOPE LAKE TAR 3 RM 2
 HQ0684  PID         -  HQ0684
 HQ0684  STATE/COUNTY-  NV/NYE
 HQ0684  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0684
 HQ0684                         *CURRENT SURVEY CONTROL
 HQ0684  ___________________________________________________________________
 HQ0684* NAD 83(1986)-  37 40 28.     (N)    116 40 10.     (W)     SCALED    
 HQ0684* NAVD 88     -      1634.870  (meters)    5363.74   (feet)  ADJUSTED  
 HQ0684  ___________________________________________________________________
 HQ0684  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 HQ0684  DYNAMIC HT  -        1633.015 (meters)    5357.65  (feet)  COMP
 HQ0684  MODELED GRAV-     979,438.0   (mgal)                       NAVD 88
 HQ0684
 HQ0684  VERT ORDER  -  FIRST     CLASS II
 HQ0684
 HQ0684.The horizontal coordinates were scaled from a topographic map and have
 HQ0684.an estimated accuracy of +/- 6 seconds.
 HQ0684
 HQ0684.The orthometric height was determined by differential leveling
 HQ0684.and adjusted by the National Geodetic Survey in June 1991..
 HQ0684
 HQ0684.The geoid height was determined by GEOID03.
 HQ0684
 HQ0684.The dynamic height is computed by dividing the NAVD 88
 HQ0684.geopotential number by the normal gravity value computed on the
 HQ0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0684.degrees latitude (g = 980.6199 gals.).
 HQ0684
 HQ0684.The modeled gravity was interpolated from observed gravity values.
 HQ0684
 HQ0684;                    North         East    Units  Estimated Accuracy
 HQ0684;SPC NV C     - 6,324,470.      499,760.      MT  (+/- 180 meters Scaled)
 HQ0684
 HQ0684                          SUPERSEDED SURVEY CONTROL
 HQ0684
 HQ0684.No superseded survey control is available for this station.
 HQ0684
 HQ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB291697(NAD 83)
 HQ0684_MARKER: DR = REFERENCE MARK DISK
 HQ0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0684_STAMPING: ANTELOPE LAKE TARGET 3 NO 2 1968
 HQ0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0684+STABILITY: SURFACE MOTION
 HQ0684
 HQ0684  HISTORY     - Date     Condition        Report By
 HQ0684  HISTORY     - 1968     MONUMENTED       CGS
 HQ0684
 HQ0684                          STATION DESCRIPTION
 HQ0684
 HQ0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0684'30 MI SSE FROM TONOPAH.
 HQ0684'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 HQ0684'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0679 ***********************************************************************
 HQ0679  DESIGNATION -  ANTELOPE LAKE TAR 4
 HQ0679  PID         -  HQ0679
 HQ0679  STATE/COUNTY-  NV/NYE
 HQ0679  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0679
 HQ0679                         *CURRENT SURVEY CONTROL
 HQ0679  ___________________________________________________________________
 HQ0679* NAD 83(1986)-  37 40 59.     (N)    116 40 24.     (W)     SCALED    
 HQ0679* NAVD 88     -      1634.829  (meters)    5363.60   (feet)  ADJUSTED  
 HQ0679  ___________________________________________________________________
 HQ0679  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HQ0679  DYNAMIC HT  -        1632.977 (meters)    5357.53  (feet)  COMP
 HQ0679  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 HQ0679
 HQ0679  VERT ORDER  -  FIRST     CLASS II
 HQ0679
 HQ0679.The horizontal coordinates were scaled from a topographic map and have
 HQ0679.an estimated accuracy of +/- 6 seconds.
 HQ0679
 HQ0679.The orthometric height was determined by differential leveling
 HQ0679.and adjusted by the National Geodetic Survey in June 1991..
 HQ0679
 HQ0679.The geoid height was determined by GEOID03.
 HQ0679
 HQ0679.The dynamic height is computed by dividing the NAVD 88
 HQ0679.geopotential number by the normal gravity value computed on the
 HQ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0679.degrees latitude (g = 980.6199 gals.).
 HQ0679
 HQ0679.The modeled gravity was interpolated from observed gravity values.
 HQ0679
 HQ0679;                    North         East    Units  Estimated Accuracy
 HQ0679;SPC NV C     - 6,325,430.      499,410.      MT  (+/- 180 meters Scaled)
 HQ0679
 HQ0679                          SUPERSEDED SURVEY CONTROL
 HQ0679
 HQ0679.No superseded survey control is available for this station.
 HQ0679
 HQ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB288707(NAD 83)
 HQ0679_MARKER: DS = TRIANGULATION STATION DISK
 HQ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0679_STAMPING: ANTELOPE LAKE TARGET 4 1968
 HQ0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0679+STABILITY: SURFACE MOTION
 HQ0679
 HQ0679  HISTORY     - Date     Condition        Report By
 HQ0679  HISTORY     - 1968     MONUMENTED       CGS
 HQ0679  HISTORY     - 1968     GOOD             CGS
 HQ0679
 HQ0679                          STATION DESCRIPTION
 HQ0679
 HQ0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0679'30 MI SSE FROM TONOPAH.
 HQ0679'THE STATION IS LOCATED ON THE TONPAH TEST RANGE WHICH IS LOCATED
 HQ0679'ABOUT 30 MILES SOUTH-SOUTHEAST OF TONOPAH, ABOUT 8 MILES SOUTHEAST
 HQ0679'OF THE TEST RANGE HEADQUARTERS AND ON THE SOUTHWEST PART OF A
 HQ0679'LARGE DRY LAKE BED CALLED ANTELOPE LAKE.  TO REACH THE STATION
 HQ0679'FROM THE TEST RANGE HEADQUARTERS, GO SOUTH ON THE MAIN SURFACED
 HQ0679'ROAD FOR 4.6 MILES TO THE END OF THE SURFACED ROAD, CONTINUE
 HQ0679'SOUTH ON THE MAIN GRAVELED ROAD FOR 1.55 MILES TO A SIDE ROAD.
 HQ0679'LEFT AT A SIGN ANTELOPE LAKE, TURN LEFT AND GO EAST ON THE
 HQ0679'GRAVELED ROAD FOR 1.9 MILES TO THE NORTHWEST EDGE OF THE LAKE
 HQ0679'BED, BEAR RIGHT AND GO SE ACROSS THE LAKE BED FOR 2.1 MILES TO
 HQ0679'THE STATION.  SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 HQ0679'4 INCHES.
 HQ0679
 HQ0679                          STATION RECOVERY (1968)
 HQ0679
 HQ0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0679'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS
 HQ0679'LOCATED ABOUT 30 MILES SOUTH-SOUTHEAST OF TONOPAH, ABOUT 8
 HQ0679'MILES SOUTHEAST OF THE TEST RANGE HEADQUARTERS AND ON THE
 HQ0679'SOUTHWEST PART OF A LARGE DRY LAKE BED CALLED ANTELOPE LAKE.
 HQ0679'
 HQ0679'TO REACH THE STATION FROM THE TEST RANGE HEADQUARTERS, GO
 HQ0679'SOUTH ON THE MAIN SURFACED ROAD FOR 4.6 MILES TO THE END
 HQ0679'OF THE SURFACED ROAD, CONTINUE SOUTH ON THE MAIN GRAVELED
 HQ0679'ROAD FOR 1.55 MILES TO A SIDE ROAD LEFT AT A SIGN ANTELOPE
 HQ0679'LAKE, TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 1.9 MILES
 HQ0679'TO THE NORTHWEST EDGE OF THE LAKE BED, BEAR RIGHT AND GO
 HQ0679'SOUTHEAST ACROSS THE LAKE BED FOR 2.1 MILES TO THE STATION.
 HQ0679'
 HQ0679'THE STATION MARK IS A STANDARD DISK STAMPED ANTELOPE LAKE
 HQ0679'TARGET 4 1968, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 HQ0679'4 INCHES.
 HQ0679'
 HQ0679'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ANTELOPE LAKE
 HQ0679'TARGET 4 NO 1 1968, SET IN THE TOP OF A ROUND CONCRETE POST
 HQ0679'PROJECTING 3 INCHES.
 HQ0679'
 HQ0679'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ANTELOPE LAKE
 HQ0679'TARGET 4 NO 2 1968, SET IN THE TOP OF A ROUND CONCRETE POST
 HQ0679'PROJECTING 4 INCHES.
 HQ0679'
 HQ0679'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 HQ0679'
 HQ0679'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0680 ***********************************************************************
 HQ0680  DESIGNATION -  ANTELOPE LAKE TAR 4 RM 1
 HQ0680  PID         -  HQ0680
 HQ0680  STATE/COUNTY-  NV/NYE
 HQ0680  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0680
 HQ0680                         *CURRENT SURVEY CONTROL
 HQ0680  ___________________________________________________________________
 HQ0680* NAD 83(1986)-  37 40 59.     (N)    116 40 24.     (W)     SCALED    
 HQ0680* NAVD 88     -      1634.827  (meters)    5363.59   (feet)  ADJUSTED  
 HQ0680  ___________________________________________________________________
 HQ0680  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HQ0680  DYNAMIC HT  -        1632.974 (meters)    5357.52  (feet)  COMP
 HQ0680  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 HQ0680
 HQ0680  VERT ORDER  -  FIRST     CLASS II
 HQ0680
 HQ0680.The horizontal coordinates were scaled from a topographic map and have
 HQ0680.an estimated accuracy of +/- 6 seconds.
 HQ0680
 HQ0680.The orthometric height was determined by differential leveling
 HQ0680.and adjusted by the National Geodetic Survey in June 1991..
 HQ0680
 HQ0680.The geoid height was determined by GEOID03.
 HQ0680
 HQ0680.The dynamic height is computed by dividing the NAVD 88
 HQ0680.geopotential number by the normal gravity value computed on the
 HQ0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0680.degrees latitude (g = 980.6199 gals.).
 HQ0680
 HQ0680.The modeled gravity was interpolated from observed gravity values.
 HQ0680
 HQ0680;                    North         East    Units  Estimated Accuracy
 HQ0680;SPC NV C     - 6,325,430.      499,410.      MT  (+/- 180 meters Scaled)
 HQ0680
 HQ0680                          SUPERSEDED SURVEY CONTROL
 HQ0680
 HQ0680.No superseded survey control is available for this station.
 HQ0680
 HQ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB288707(NAD 83)
 HQ0680_MARKER: DR = REFERENCE MARK DISK
 HQ0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0680_STAMPING: ANTELOPE LAKE TARGET 4 RM 1 1968
 HQ0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0680+STABILITY: SURFACE MOTION
 HQ0680
 HQ0680  HISTORY     - Date     Condition        Report By
 HQ0680  HISTORY     - 1968     MONUMENTED       CGS
 HQ0680
 HQ0680                          STATION DESCRIPTION
 HQ0680
 HQ0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0680'30 MI SSE FROM TONOPAH.
 HQ0680'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0681 ***********************************************************************
 HQ0681  DESIGNATION -  ANTELOPE LAKE TAR 4 RM 2
 HQ0681  PID         -  HQ0681
 HQ0681  STATE/COUNTY-  NV/NYE
 HQ0681  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0681
 HQ0681                         *CURRENT SURVEY CONTROL
 HQ0681  ___________________________________________________________________
 HQ0681* NAD 83(1986)-  37 40 59.     (N)    116 40 24.     (W)     SCALED    
 HQ0681* NAVD 88     -      1634.868  (meters)    5363.73   (feet)  ADJUSTED  
 HQ0681  ___________________________________________________________________
 HQ0681  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HQ0681  DYNAMIC HT  -        1633.015 (meters)    5357.65  (feet)  COMP
 HQ0681  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 HQ0681
 HQ0681  VERT ORDER  -  FIRST     CLASS II
 HQ0681
 HQ0681.The horizontal coordinates were scaled from a topographic map and have
 HQ0681.an estimated accuracy of +/- 6 seconds.
 HQ0681
 HQ0681.The orthometric height was determined by differential leveling
 HQ0681.and adjusted by the National Geodetic Survey in June 1991..
 HQ0681
 HQ0681.The geoid height was determined by GEOID03.
 HQ0681
 HQ0681.The dynamic height is computed by dividing the NAVD 88
 HQ0681.geopotential number by the normal gravity value computed on the
 HQ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0681.degrees latitude (g = 980.6199 gals.).
 HQ0681
 HQ0681.The modeled gravity was interpolated from observed gravity values.
 HQ0681
 HQ0681;                    North         East    Units  Estimated Accuracy
 HQ0681;SPC NV C     - 6,325,430.      499,410.      MT  (+/- 180 meters Scaled)
 HQ0681
 HQ0681                          SUPERSEDED SURVEY CONTROL
 HQ0681
 HQ0681.No superseded survey control is available for this station.
 HQ0681
 HQ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB288707(NAD 83)
 HQ0681_MARKER: DR = REFERENCE MARK DISK
 HQ0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0681_STAMPING: ANTELOPE LAKE TARGET 4 NO 2 1968
 HQ0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0681+STABILITY: SURFACE MOTION
 HQ0681
 HQ0681  HISTORY     - Date     Condition        Report By
 HQ0681  HISTORY     - 1968     MONUMENTED       CGS
 HQ0681
 HQ0681                          STATION DESCRIPTION
 HQ0681
 HQ0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0681'30 MI SSE FROM TONOPAH.
 HQ0681'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9208 ***********************************************************************
 AH9208  DESIGNATION -  ANTONIO
 AH9208  PID         -  AH9208
 AH9208  STATE/COUNTY-  NV/NYE
 AH9208  USGS QUAD   -  SAN ANTONIO RANCH (1987)
 AH9208
 AH9208                         *CURRENT SURVEY CONTROL
 AH9208  ___________________________________________________________________
 AH9208* NAD 83(1994)-  38 26 12.30716(N)    117 18 08.47595(W)     ADJUSTED  
 AH9208* NAVD 88     -      1673.3    (meters)    5490.     (feet)  VERTCON   
 AH9208  ___________________________________________________________________
 AH9208  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 AH9208  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AH9208
 AH9208  HORZ ORDER  -  THIRD
 AH9208
 AH9208.The horizontal coordinates were established by classical geodetic methods
 AH9208.and adjusted by the National Geodetic Survey in March 1999..
 AH9208
 AH9208.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9208
 AH9208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9208
 AH9208.The geoid height was determined by GEOID03.
 AH9208
 AH9208;                    North         East     Units Scale Factor Converg.
 AH9208;SPC NV C     - 6,409,269.902   444,504.029   MT  0.99993792   -0 23 42.7
 AH9208;SPC NV C     -21,027,746.34  1,458,343.64   sFT  0.99993792   -0 23 42.7
 AH9208;UTM  11      - 4,254,318.650   473,612.270   MT  0.99960857   -0 11 16.7
 AH9208
 AH9208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9208!SPC NV C     -   0.99974129  x   0.99993792  =   0.99967923
 AH9208!UTM  11      -   0.99974129  x   0.99960857  =   0.99934997
 AH9208
 AH9208                          SUPERSEDED SURVEY CONTROL
 AH9208
 AH9208  NGVD 29 (03/11/99) 1672.1    (m)         5486.     (f) VERT ANG       
 AH9208
 AH9208.Superseded values are not recommended for survey control.
 AH9208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9208.See file dsdata.txt to determine how the superseded data were derived.
 AH9208
 AH9208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC7361254319(NAD 83)
 AH9208_MARKER: DS = TRIANGULATION STATION DISK
 AH9208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9208+STABILITY: SURFACE MOTION
 AH9208
 AH9208  HISTORY     - Date     Condition        Report By
 AH9208  HISTORY     - 1960     MONUMENTED       USGS
 AH9208
 AH9208                          STATION DESCRIPTION
 AH9208
 AH9208'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH9208'LOCATED ABOUT 25.5 MI. (AIRLINE) NNW. OF TONOPAH AND 2 MI. S. OF THE
 AH9208'SAN ANTONIO RANCH ON THE E. EDGE OF THE BIG SMOKY VALLEY AND ON THE
 AH9208'HIGHEST POINT OF A SMALL KNOLL. TO REACH FROM THE POST OFFICE IN
 AH9208'TONOPAH DRIVE 2.7 MI. NW. ON U.S. HIGHWAY 6 TO A JUNCTION WITH A
 AH9208'COUNTY RD., TURN RIGHT ONTO MAIN TRAVELED COUNTY RD. AND DRIVE FOR
 AH9208'32.2 MI. TO DRIVEWAY INTO THE SAN ANTONIO RANCH, TURN RIGHT INTO
 AH9208'DRIVEWAY AND CONTINUE FOR 0.7 MI. PASSING TO THE S. OF THE HOUSE TO A
 AH9208'BOARD GATE, PASS THROUGH BOARD GATE AND CONTINUE FOR 0.3 MI. TO A WIRE
 AH9208'GATE AT A SPRING, PASS THROUGH WIRE GATE AND DRIVE 1.3 MI. TO A Y-RD.
 AH9208'FROM THIS POINT TURN RIGHT SE. AND DRIVE ACROSS COUNTRY FOR 0.5 MI. TO
 AH9208'HIGHEST POINT OF KNOLL AND STATION. STATION MARK--A STANDARD TABLET
 AH9208'STAMPED---ANTONIO 1960--- SET IN A CONCRETE POST IN A 5 IN. STOVEPIPE
 AH9208'AND PROJECTING ABOUT 0.2 FT. REFERENCE MARK NO. 1--A STANDARD
 AH9208'REFERENCE MARK TABLET STAMPED--- ---NO 1 1960--- SET IN A CONCRETE
 AH9208'POST IN A 5 IN. STOVEPIPE 25.10 FT. FROM THE STATION MARK IN DIRECTI
 AH9208'13 DEGREES 18 MINUTES. REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK
 AH9208'TABLET STAMPED--- ---NO 2 1960--- SET IN A CONCRETE POST IN A 5 IN.
 AH9208'STOVEPIPE 24.11 FT. FROM THE STATION MARK IN DIRECTI 103 DEGREES 20
 AH9208'MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1946 ***********************************************************************
 KR1946  DESIGNATION -  AP 1971 STA A2 RNO
 KR1946  PID         -  KR1946
 KR1946  STATE/COUNTY-  NV/WASHOE
 KR1946  USGS QUAD   -  RENO (1982)
 KR1946
 KR1946                         *CURRENT SURVEY CONTROL
 KR1946  ___________________________________________________________________
 KR1946* NAD 83(1994)-  39 30 40.38644(N)    119 46 07.35156(W)     ADJUSTED  
 KR1946* NAVD 88     -      1345.13   (+/-2cm)    4413.1    (feet)  VERTCON   
 KR1946  ___________________________________________________________________
 KR1946  X           -  -2,446,966.673 (meters)                     COMP
 KR1946  Y           -  -4,278,060.625 (meters)                     COMP
 KR1946  Z           -   4,037,104.964 (meters)                     COMP
 KR1946  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 KR1946  ELLIP HEIGHT-        1320.97  (meters)          (06/11/98) GPS OBS
 KR1946  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 KR1946
 KR1946  HORZ ORDER  -  SECOND
 KR1946  VERT ORDER  -  THIRD ? (See Below)
 KR1946  ELLP ORDER  -  FOURTH    CLASS I
 KR1946
 KR1946.This mark is at Reno/tahoe Intl Airport (RNO)
 KR1946
 KR1946.The horizontal coordinates were established by GPS observations
 KR1946.and adjusted by the National Geodetic Survey in June 1998..
 KR1946
 KR1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1946.The vertical order pertains to the NGVD 29 superseded value.
 KR1946
 KR1946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KR1946
 KR1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1946
 KR1946.The ellipsoidal height was determined by GPS observations
 KR1946.and is referenced to NAD 83.
 KR1946
 KR1946.The geoid height was determined by GEOID03.
 KR1946
 KR1946;                    North         East     Units Scale Factor Converg.
 KR1946;SPC NV W     - 4,529,019.387   698,066.991   MT  1.00002789   -0 45 15.2
 KR1946;SPC NV W     -14,858,957.77  2,290,241.45   sFT  1.00002789   -0 45 15.2
 KR1946;UTM  11      - 4,377,170.183   261,969.590   MT  1.00029764   -1 45 44.5
 KR1946
 KR1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1946!SPC NV W     -   0.99979280  x   1.00002789  =   0.99982068
 KR1946!UTM  11      -   0.99979280  x   1.00029764  =   1.00009038
 KR1946
 KR1946                          SUPERSEDED SURVEY CONTROL
 KR1946
 KR1946  NAD 83(1992)-  39 30 40.38977(N)    119 46 07.34493(W) AD(1991.35) 2
 KR1946  ELLIP H (07/08/94) 1321.00   (m)                       GP(1991.35) 5 1
 KR1946  NGVD 29 (07/08/94) 1344.07   (m)         4409.7    (f) LEVELING    3  
 KR1946
 KR1946.Superseded values are not recommended for survey control.
 KR1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1946.See file dsdata.txt to determine how the superseded data were derived.
 KR1946
 KR1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6197077170(NAD 83)
 KR1946_MARKER: DT = TOPOGRAPHIC STATION DISK
 KR1946_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KR1946_SP_SET: BARRIER WINCH VAULT
 KR1946_STAMPING: AP 1971 STA A2 RNO
 KR1946_MARK LOGO: NGS   
 KR1946_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KR1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1946+STABILITY: SURFACE MOTION
 KR1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1946+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1992
 KR1946
 KR1946  HISTORY     - Date     Condition        Report By
 KR1946  HISTORY     - 1971     MONUMENTED       NGS
 KR1946  HISTORY     - 19920627 GOOD
 KR1946  HISTORY     - 19940922 GOOD             NGS
 KR1946
 KR1946                          STATION DESCRIPTION
 KR1946
 KR1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KR1946'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 395 GO
 KR1946'SOUTH ON U.S. HIGHWAY 395 FOR 2.5 MI (4.0 KM) TO AIRPORT ROAD.  TURN
 KR1946'LEFT (EAST) AND GO 1.3 MI (2.1 KM) TO THE ADMINISTRATION BUILDING.
 KR1946'TURN LEFT (NORTH) ONTO PERIMETER ROAD AND GO 0.6 MILES (1.0 KM) TO
 KR1946'THE APPROACH LANE FOR RUNWAY END 16R.  TURN RIGHT (SOUTH) ONTO ACCESS
 KR1946'ROAD OF APPROACH LANE AND GO 0.1 MI (0.2 KM) TO STATION.
 KR1946'THE STATION IS LOCATED NEAR RUNWAY END 16R, 152.46 FT (46.47 M)
 KR1946'NORTHEAST OF THE CENTERLINE END RUNWAY 16R, 83.8 FEET (25.5 M)
 KR1946'NORTHEAST OF THE NORTHEAST CORNER OF RUNWAY 16R, 71.3 FEET (21.7 M)
 KR1946'EAST OF THE EAST EDGE OF THE OVERRUN AND SET IN A DRILL HOLE IN THE
 KR1946'SOUTHWEST CORNER OF A BARRIER WINCH VAULT.
 KR1946'ACCESS TO THE STATION AND THE AIRPORT MUST BE ARRANGED THROUGH THE
 KR1946'AIRPORT DIRECTORS OFFICE.  MR. ROBERT J. ESPERANCE, DEPUTY DIRECTOR
 KR1946'OF OPERATIONS, P. O. BOX 12490, RENO, NEVADA   89510, PHONE (702)
 KR1946'328-6402.
 KR1946'DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS PARTY, 6/92.
 KR1946
 KR1946                          STATION RECOVERY (1992)
 KR1946
 KR1946'RECOVERED 1992
 KR1946'RECOVERED IN GOOD CONDITION.
 KR1946
 KR1946                          STATION RECOVERY (1994)
 KR1946
 KR1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 KR1946'THE MARK IS LOCATED NEAR RUNWAY END 16R, 152.46 FT (46.47 M) NE OF THE
 KR1946'CENTERLINE END 16R, 83.8 FT (25.5 M) NE OF THE NE CORNER OF RUNWAY END
 KR1946'16R, 71.3 FT (21.7 M) E OF THE E EDGE OF THE OVERRUN, AND SET IN A
 KR1946'DRILL HOLE IN THE SW CORNER OF A BARRIER WINCH VAULT.  A STANDARD TOPO
 KR1946'DISK STAMPED AP 1971 STA A2 RNO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0460 ***********************************************************************
 KP0460  SACS        -  This is a Secondary Airport Control Station.
 KP0460  DESIGNATION -  AP STA A
 KP0460  PID         -  KP0460
 KP0460  STATE/COUNTY-  NV/WHITE PINE
 KP0460  USGS QUAD   -  EAST ELY (1979)
 KP0460
 KP0460                         *CURRENT SURVEY CONTROL
 KP0460  ___________________________________________________________________
 KP0460* NAD 83(1999)-  39 18 32.08223(N)    114 50 10.49158(W)     ADJUSTED  
 KP0460* NAVD 88     -      1897.17   (meters)    6224.3    (feet)  GPS OBS   
 KP0460  ___________________________________________________________________
 KP0460  EPOCH DATE  -        1999.37
 KP0460  X           -  -2,076,242.599 (meters)                     COMP
 KP0460  Y           -  -4,485,945.181 (meters)                     COMP
 KP0460  Z           -   4,020,099.807 (meters)                     COMP
 KP0460  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 KP0460  ELLIP HEIGHT-        1876.80  (meters)          (10/30/00) GPS OBS
 KP0460  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 KP0460
 KP0460  HORZ ORDER  -  FIRST
 KP0460  ELLP ORDER  -  FOURTH    CLASS II
 KP0460
 KP0460.This mark is at Ely Arpt (YELLAND FLD) Airport (ELY)
 KP0460
 KP0460.The horizontal coordinates were established by GPS observations
 KP0460.and adjusted by the National Geodetic Survey in October 2000..
 KP0460.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KP0460.DATUM ITEM on the data sheet items page.
 KP0460.The horizontal coordinates are valid at the epoch date displayed above.
 KP0460.The epoch date for horizontal control is a decimal equivalence
 KP0460.of Year/Month/Day.
 KP0460
 KP0460.The orthometric height was determined by GPS observations and a
 KP0460.high-resolution geoid model.
 KP0460
 KP0460.GPS derived orthometric heights for airport stations designated as
 KP0460.PACS or SACS are published to 2 decimal places.  This maintains
 KP0460.centimeter relative accuracy between the PACS and SACS.  It does
 KP0460.not indicate centimeter accuracy relative to other marks which are
 KP0460.part of the NAVD 88 network.
 KP0460
 KP0460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KP0460
 KP0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0460
 KP0460.The ellipsoidal height was determined by GPS observations
 KP0460.and is referenced to NAD 83.
 KP0460
 KP0460.The geoid height was determined by GEOID03.
 KP0460
 KP0460;                    North         East     Units Scale Factor Converg.
 KP0460;SPC NV E     - 8,506,156.066   264,428.915   MT  0.99995109   +0 28 23.9
 KP0460;SPC NV E     -27,907,280.36    867,547.20   sFT  0.99995109   +0 28 23.9
 KP0460;UTM  11      - 4,353,289.906   686,554.523   MT  1.00002853   +1 22 16.1
 KP0460
 KP0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0460!SPC NV E     -   0.99970563  x   0.99995109  =   0.99965674
 KP0460!UTM  11      -   0.99970563  x   1.00002853  =   0.99973416
 KP0460
 KP0460                          SUPERSEDED SURVEY CONTROL
 KP0460
 KP0460  NAD 83(1994)-  39 18 32.08109(N)    114 50 10.48898(W) AD(       ) 1
 KP0460  ELLIP H (04/21/99) 1876.92   (m)                       GP(       ) 4 2
 KP0460  NAD 83(1994)-  39 18 32.08111(N)    114 50 10.48828(W) AD(       ) 2
 KP0460  ELLIP H (06/11/98) 1876.95   (m)                       GP(       ) 4 1
 KP0460  NAD 83(1994)-  39 18 32.08110(N)    114 50 10.48828(W) AD(       ) 2
 KP0460  NAD 83(1986)-  39 18 32.08050(N)    114 50 10.49183(W) AD(       ) 2
 KP0460  NGVD 29 (05/03/93) 1896.01   (m)         6220.5    (f) LEVELING    3  
 KP0460
 KP0460.Superseded values are not recommended for survey control.
 KP0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0460.See file dsdata.txt to determine how the superseded data were derived.
 KP0460
 KP0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD8655553290(NAD 83)
 KP0460_MARKER: DT = TOPOGRAPHIC STATION DISK
 KP0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0460_SP_SET: CONCRETE POST
 KP0460_STAMPING: AP 1964 STA A
 KP0460_MARK LOGO: CGS   
 KP0460_MAGNETIC: N = NO MAGNETIC MATERIAL
 KP0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0460+STABILITY: SURFACE MOTION
 KP0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0460+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1999
 KP0460
 KP0460  HISTORY     - Date     Condition        Report By
 KP0460  HISTORY     - 1964     MONUMENTED       CGS
 KP0460  HISTORY     - 19890425 GOOD             NGS
 KP0460  HISTORY     - 19920707 GOOD
 KP0460  HISTORY     - 19990116 GOOD             NGS
 KP0460
 KP0460                          STATION DESCRIPTION
 KP0460
 KP0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KP0460'STATION IS LOCATED AT THE ELY MUNICIPAL AIRPORT WHICH IS LOCATED NORTH
 KP0460'OF THE CITY OF ELY ALONG US HIGHWAY 93. STATION IS AT THE NORTH END
 KP0460'OF THE FIELD WEST OF THE NORTH END OF THE NORTH/SOUTH RUNWAY.
 KP0460'IT IS 175 FT (53.34 M) WEST OF THE CENTERLINE END OF THE RUNWAY AND ON
 KP0460'LINE WITH THE END OF PAVEMENT AND 103 FT (31.39 M) NORTHWEST OF THE
 KP0460'CENTERLINE OF ABANDONED PAVING WHICH RUNS NORTHEAST/SOUTHWEST AND
 KP0460'INTERSECTS THE RUNWAY.
 KP0460'STATION IS A STANDARD CGS TOPO STATION DISK SET IN THE TOP OF A
 KP0460'CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 IN ABOVE THE GROUND.
 KP0460
 KP0460                          STATION RECOVERY (1989)
 KP0460
 KP0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KP0460'STATION IS LOCATED AT THE NORTH END OF THE AIRPORT.  IT IS 175 FT
 KP0460'(53.3 M) W OF CENTERLINE END RUNWAY 18 AND 103 FT (31.4 M) NW OF OLD
 KP0460'CENTERLINE END RUNWAY 23.  THE MARK IS A STANDARD TOPOGRAPHIC DISK
 KP0460'STAMPED AP 1964 STA A, SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 KP0460'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 KP0460
 KP0460                          STATION RECOVERY (1992)
 KP0460
 KP0460'RECOVERED 1992
 KP0460'RECOVERED IN GOOD CONDITION.
 KP0460
 KP0460                          STATION RECOVERY (1999)
 KP0460
 KP0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 KP0460'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF ELY, AT THE
 KP0460'NORTHEAST END OF THE ELY AIRPORT/YELLAND FIELD, ABOUT 65 M (213.3 FT)
 KP0460'SOUTHWEST OF THE NORTHWEST CORNER OF RUNWAY 18, ON A SMALL HUMP LEFT
 KP0460'FROM GRADING, IN WEST CENTRAL SECTION 25, T 17 N, R 63 E.
 KP0460'OWNERSHIP--WHITE PINE COUNTY, PO BOX 659, ELY, NV 89301.  AIRPORT
 KP0460'MANAGER IS SCOTT BROWN OF EL AERO SERVICES, PHONE 702-289-8804.  TO
 KP0460'REACH FROM THE JUNCTION OF US HIGHWAYS 50 AND 93 IN ELY, GO EAST AND
 KP0460'NORTH ON HIGHWAY 93 FOR 6.50 M (21.33 FT) TO THE PAVED AIRPORT
 KP0460'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTHWEST, ON ROAD FOR 0.11 KM
 KP0460'(0.05 MI) TO A CROSSROAD.  TURN LEFT, SOUTHWEST, ON DRIVE FOR 0.07 KM
 KP0460'(0.05 MI) TO THE MANAGERS OFFICE ON THE LEFT.  STATION MARK IS A DISK
 KP0460'SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST PROJECTING 5 CM ABOVE
 KP0460'GROUND.  IT IS 30.2 M (99.1 FT) WEST OF THE RUNWAY EDGE, 27.3 M (89.6
 KP0460'FT) WEST-SOUTHWEST OF THE OUTBOARD RUNWAY END LIGHT AT THE RELOCATED
 KP0460'THRESHOLD, 3.5 M (11.5 FT) SOUTH OF THE EXTENDED LINE OF RUNWAY END
 KP0460'LIGHTS, AND 0.7 M (2.3 FT) NORTH OF A SHORT FIBERGLASS WITNESS POST.
 KP0460'NOTE--THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION
 KP0460'(SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0776 ***********************************************************************
 LQ0776  SACS        -  This is a Secondary Airport Control Station.
 LQ0776  DESIGNATION -  AP STA B2 EKO
 LQ0776  PID         -  LQ0776
 LQ0776  STATE/COUNTY-  NV/ELKO
 LQ0776  USGS QUAD   -  ELKO WEST (1975)
 LQ0776
 LQ0776                         *CURRENT SURVEY CONTROL
 LQ0776  ___________________________________________________________________
 LQ0776* NAD 83(1999)-  40 49 11.31893(N)    115 48 03.35589(W)     ADJUSTED  
 LQ0776* NAVD 88     -      1537.15   (meters)    5043.1    (feet)  GPS OBS   
 LQ0776  ___________________________________________________________________
 LQ0776  EPOCH DATE  -        1999.37
 LQ0776  X           -  -2,104,345.449 (meters)                     COMP
 LQ0776  Y           -  -4,352,866.903 (meters)                     COMP
 LQ0776  Z           -   4,148,293.126 (meters)                     COMP
 LQ0776  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 LQ0776  ELLIP HEIGHT-        1518.45  (meters)          (10/30/00) GPS OBS
 LQ0776  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 LQ0776
 LQ0776  HORZ ORDER  -  FIRST
 LQ0776  ELLP ORDER  -  FOURTH    CLASS II
 LQ0776
 LQ0776.This mark is at Elko Mun-J C Harris Fld Airport (EKO)
 LQ0776
 LQ0776.The horizontal coordinates were established by GPS observations
 LQ0776.and adjusted by the National Geodetic Survey in October 2000..
 LQ0776.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 LQ0776.DATUM ITEM on the data sheet items page.
 LQ0776.The horizontal coordinates are valid at the epoch date displayed above.
 LQ0776.The epoch date for horizontal control is a decimal equivalence
 LQ0776.of Year/Month/Day.
 LQ0776
 LQ0776.The orthometric height was determined by GPS observations and a
 LQ0776.high-resolution geoid model.
 LQ0776
 LQ0776.GPS derived orthometric heights for airport stations designated as
 LQ0776.PACS or SACS are published to 2 decimal places.  This maintains
 LQ0776.centimeter relative accuracy between the PACS and SACS.  It does
 LQ0776.not indicate centimeter accuracy relative to other marks which are
 LQ0776.part of the NAVD 88 network.
 LQ0776
 LQ0776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LQ0776
 LQ0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0776
 LQ0776.The ellipsoidal height was determined by GPS observations
 LQ0776.and is referenced to NAD 83.
 LQ0776
 LQ0776.The geoid height was determined by GEOID03.
 LQ0776
 LQ0776;                    North         East     Units Scale Factor Converg.
 LQ0776;SPC NV E     - 8,673,659.976   181,644.342   MT  0.99990415   -0 08 32.1
 LQ0776;SPC NV E     -28,456,832.77    595,944.81   sFT  0.99990415   -0 08 32.1
 LQ0776;UTM  11      - 4,519,446.375   601,118.659   MT  0.99972585   +0 47 02.0
 LQ0776
 LQ0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0776!SPC NV E     -   0.99976187  x   0.99990415  =   0.99966604
 LQ0776!UTM  11      -   0.99976187  x   0.99972585  =   0.99948778
 LQ0776
 LQ0776                          SUPERSEDED SURVEY CONTROL
 LQ0776
 LQ0776  NAD 83(1994)-  40 49 11.31781(N)    115 48 03.35364(W) AD(       ) 1
 LQ0776  ELLIP H (02/02/99) 1518.53   (m)                       GP(       ) 4 2
 LQ0776  NAD 83(1994)-  40 49 11.31765(N)    115 48 03.35372(W) AD(       ) 2
 LQ0776  NAD 83(1986)-  40 49 11.32109(N)    115 48 03.34742(W) AD(       ) 2
 LQ0776  NGVD 29 (12/21/92) 1536.1    (m)         5040.     (f) GPS OBS        
 LQ0776
 LQ0776.Superseded values are not recommended for survey control.
 LQ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0776.See file dsdata.txt to determine how the superseded data were derived.
 LQ0776
 LQ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0111919446(NAD 83)
 LQ0776_MARKER: DT = TOPOGRAPHIC STATION DISK
 LQ0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0776_SP_SET: CONCRETE POST
 LQ0776_STAMPING: AP STA B2 EKO 1973
 LQ0776_MARK LOGO: CGS   
 LQ0776_PROJECTION: FLUSH
 LQ0776_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0776+STABILITY: SURFACE MOTION
 LQ0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0776+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1998
 LQ0776
 LQ0776  HISTORY     - Date     Condition        Report By
 LQ0776  HISTORY     - 1973     MONUMENTED       NGS
 LQ0776  HISTORY     - 19881017 GOOD             NGS
 LQ0776  HISTORY     - 19920703 GOOD
 LQ0776  HISTORY     - 19981210 GOOD             NGS
 LQ0776
 LQ0776                          STATION DESCRIPTION
 LQ0776
 LQ0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LQ0776'STATION IS LOCATED AT THE ELKO MUNICIPAL AIRPORT ON THE SOUTH SIDE OF
 LQ0776'THE RUNWAY ABOUT 1000 FT (304.80 M) EAST OF RUNWAY END 5.  IT IS
 LQ0776'243.3 FT (74.16 M) SOUTHWEST OF THE SECOND RUNWAY LIGHT EAST OF THE
 LQ0776'OLD END OF THE RUNWAY INDICATED BY A BREAK IN PAVEMENT, 238.O FT EAST
 LQ0776'OF ASIGN INDICATING 1000 FT (304.80 M) RUNWAY DISTANCE REMAINING AND
 LQ0776'225.0 FT (68.58 M) SOUTH OF THE CENTERLINE OF THE RUNWAY.
 LQ0776
 LQ0776                          STATION RECOVERY (1988)
 LQ0776
 LQ0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LQ0776'THE STATION IS LOCATED AT THE ELKO MUNICIPAL AIRPORT AT THE WEST END
 LQ0776'OF THE FIELD, 225.0 FT (68.6 M) SOUTH OF CL END RWY 5 AND 243.3 FT
 LQ0776'(74.2 M) SOUTHWEST OF THE SECOND RUNWAY LIGHT ON THE SOUTH SIDE OF THE
 LQ0776'RUNWAY.  THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF
 LQ0776'A CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED AP STA B2 EKO
 LQ0776'1973.
 LQ0776
 LQ0776                          STATION RECOVERY (1992)
 LQ0776
 LQ0776'RECOVERED 1992
 LQ0776'RECOVERED IN GOOD CONDITION.
 LQ0776
 LQ0776                          STATION RECOVERY (1998)
 LQ0776
 LQ0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ED)
 LQ0776'STATION IS LOCATED AT THE ELKO MUNICIPAL AIRPORT ON THE SOUTH SIDE OF
 LQ0776'THE RUNWAY ABOUT 1000 FT (304.8 M) EAST OF RUNWAY END 5.  IT IS 243.3
 LQ0776'FT (74.2 M) SOUTHWEST OF THE SECOND RUNWAY LIGHT EAST , 238.O FT EAST
 LQ0776'OF ASIGN INDICATING 1000 FT (304.8 M) RUNWAY DISTANCE REMAINING AND
 LQ0776'225.0 FT (68.6 M) SOUTH OF THE CENTERLINE OF THE RUNWAY.  THIS STATION
 LQ0776'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1885 ***********************************************************************
 GR1885  DESIGNATION -  APEX
 GR1885  PID         -  GR1885
 GR1885  STATE/COUNTY-  NV/CLARK
 GR1885  USGS QUAD   -  APEX (1986)
 GR1885
 GR1885                         *CURRENT SURVEY CONTROL
 GR1885  ___________________________________________________________________
 GR1885* NAD 83(1994)-  36 19 20.50891(N)    114 55 43.33232(W)     ADJUSTED  
 GR1885* NAVD 88     -       809.6    (meters)    2656.     (feet)  VERTCON   
 GR1885  ___________________________________________________________________
 GR1885  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 GR1885  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 GR1885
 GR1885  HORZ ORDER  -  SECOND
 GR1885
 GR1885.The horizontal coordinates were established by classical geodetic methods
 GR1885.and adjusted by the National Geodetic Survey in June 1998..
 GR1885
 GR1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1885
 GR1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1885
 GR1885.The geoid height was determined by GEOID03.
 GR1885
 GR1885;                    North         East     Units Scale Factor Converg.
 GR1885;SPC NV E     - 8,174,635.897   258,777.203   MT  0.99994255   +0 23 16.0
 GR1885;SPC NV E     -26,819,617.94    849,004.87   sFT  0.99994255   +0 23 16.0
 GR1885;UTM  11      - 4,021,695.438   685,930.513   MT  1.00002595   +1 13 38.1
 GR1885
 GR1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1885!SPC NV E     -   0.99987725  x   0.99994255  =   0.99981981
 GR1885!UTM  11      -   0.99987725  x   1.00002595  =   0.99990320
 GR1885
 GR1885|---------------------------------------------------------------------|
 GR1885| PID    Reference Object                     Distance      Geod. Az  |
 GR1885|                                                           dddmmss.s |
 GR1885| CC5039 APEX RM 1                             4.615 METERS 07312     |
 GR1885| CC5040 APEX RM 2                             8.648 METERS 20444     |
 GR1885| GR1887 GYPSUM                              APPROX. 4.7 KM 2233943.1 |
 GR1885| CC5041 APEX WP                               2.460 METERS 25940     |
 GR1885| GR1891 LOS ANGELES SALT LK AWY BCN 27      APPROX. 1.3 KM 2983246.3 |
 GR1885|---------------------------------------------------------------------|
 GR1885
 GR1885                          SUPERSEDED SURVEY CONTROL
 GR1885
 GR1885  NAD 83(1994)-  36 19 20.50885(N)    114 55 43.33270(W) AD(       ) 2
 GR1885  NAD 83(1992)-  36 19 20.51137(N)    114 55 43.33504(W) AD(       ) 2
 GR1885  NAD 83(1992)-  36 19 20.51102(N)    114 55 43.33534(W) AD(       ) 2
 GR1885  NAD 83(1986)-  36 19 20.50033(N)    114 55 43.31597(W) AD(       ) 2
 GR1885  NAD 27      -  36 19 20.60700(N)    114 55 40.30600(W) AD(       ) 2
 GR1885  NGVD 29 (07/19/86)  808.9    (m)         2654.     (f) VERT ANG       
 GR1885
 GR1885.Superseded values are not recommended for survey control.
 GR1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1885.See file dsdata.txt to determine how the superseded data were derived.
 GR1885
 GR1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8593121695(NAD 83)
 GR1885_MARKER: DS = TRIANGULATION STATION DISK
 GR1885_SETTING: 66 = SET IN ROCK OUTCROP
 GR1885
 GR1885  HISTORY     - Date     Condition        Report By
 GR1885  HISTORY     - 1957     MONUMENTED       CGS
 GR1885
 GR1885                          STATION DESCRIPTION
 GR1885
 GR1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1885'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF LOS VEGAS
 GR1885'AND ABOUT 10 MILES SOUTHWEST OF DRY LAKE, ON A SHARP ROCKY
 GR1885'POINT WHICH IS THE HIGHEST ELEVATION OF A PROMINENT RIDGE
 GR1885'WHICH LIES ABOUT 1/2 MILE SOUTHEAST OF U.S. HIGHWAY 91.
 GR1885'
 GR1885'TO REACH FROM DRY LAKE, GO SOUTHWEST ON U.S. HIGHWAY 91 FOR
 GR1885'8.0 MILES TO THE RAILROAD CROSSING JUST SOUTHEAST OF THE U.S.
 GR1885'LIME PRODUCTS CORPORATION.  CONTINUE SOUTHWEST ON THE HIGHWAY
 GR1885'FOR 2.2 MILES TO A TRACK ROAD LEFT.  TURN LEFT (SOUTH) AND
 GR1885'GO 0.2 MILE TO A FORK.  TURN LEFT (SOUTHEAST) AND GO 0.2
 GR1885'MILE TO A CURVE.  TURN RIGHT (SOUTHWEST) AND PARALLEL THE
 GR1885'RAILROAD TRACKS FOR 0.15 MILE TO A CROSSING AT SIGNAL POLES.
 GR1885'CROSS TRACKS AND BEAR NORTHEAST FOR 0.15 MILE TO DIM TRACK
 GR1885'ROAD ON RIGHT.  TURN RIGHT (SOUTHEAST) AND FOLLOW TRACKS FOR
 GR1885'0.3 MILE TO BASE OF RIDGE.  TURN LEFT UP SHALLOW DRAW AND
 GR1885'GO 0.1 MILE TO TOP OF RIDGE AND END OF TRUCK TRAVEL.  FROM
 GR1885'HERE, PACK NORTHEAST ALONG CREST OF RIDGE FOR ABOUT 150
 GR1885'YARDS TO STATION ON HIGHEST POINT.  A FOUR WHEEL DRIVE
 GR1885'VEHICLE IS NEEDED TO DRIVE PAST RAILROAD TRACKS.
 GR1885'
 GR1885'THE STATION MARK, STAMPED APEX 1957, IS A STANDARD BRONZE
 GR1885'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK WHICH IS
 GR1885'FLUSH WITH THE GROUND.  IT IS 8.07 FEET NORTHEAST OF A WHITE
 GR1885'WITNESS POST.
 GR1885'
 GR1885'REFERENCE MARK NO. 1, STAMPED APEX NO 1 1957, IS A STANDARD
 GR1885'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK
 GR1885'WHICH PROJECTS ABOUT 6 INCHES.
 GR1885'
 GR1885'REFERENCE MARK NO. 2, STAMPED APEX NO 2 1957, IS A STANDARD
 GR1885'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK
 GR1885'WHICH PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0597 ***********************************************************************
 LS0597  DESIGNATION -  ARAB
 LS0597  PID         -  LS0597
 LS0597  STATE/COUNTY-  NV/PERSHING
 LS0597  USGS QUAD   -  OREANA NW (1987)
 LS0597
 LS0597                         *CURRENT SURVEY CONTROL
 LS0597  ___________________________________________________________________
 LS0597* NAD 83(1994)-  40 22 35.54281(N)    118 23 58.74217(W)     ADJUSTED  
 LS0597* NAVD 88     -      1607.2    (meters)    5273.     (feet)  VERTCON   
 LS0597  ___________________________________________________________________
 LS0597  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 LS0597  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 LS0597
 LS0597  HORZ ORDER  -  SECOND
 LS0597
 LS0597.The horizontal coordinates were established by classical geodetic methods
 LS0597.and adjusted by the National Geodetic Survey in June 1998..
 LS0597
 LS0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0597
 LS0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0597
 LS0597.The geoid height was determined by GEOID03.
 LS0597
 LS0597;                    North         East     Units Scale Factor Converg.
 LS0597;SPC NV W     - 4,624,434.756   815,597.326   MT  0.99990299   +0 07 08.4
 LS0597;SPC NV W     -15,171,999.70  2,675,838.89   sFT  0.99990299   +0 07 08.4
 LS0597;UTM  11      - 4,470,491.041   381,183.143   MT  0.99977378   -0 54 24.5
 LS0597
 LS0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0597!SPC NV W     -   0.99975143  x   0.99990299  =   0.99965444
 LS0597!UTM  11      -   0.99975143  x   0.99977378  =   0.99952526
 LS0597
 LS0597:                Primary Azimuth Mark                     Grid Az
 LS0597:SPC NV W     -  BUFF                                     153 00 39.5
 LS0597:UTM  11      -  BUFF                                     154 02 12.4
 LS0597
 LS0597|---------------------------------------------------------------------|
 LS0597| PID    Reference Object                     Distance      Geod. Az  |
 LS0597|                                                           dddmmss.s |
 LS0597| LS0592 BUFF                                APPROX. 2.1 KM 1530747.9 |
 LS0597| DB6179 ARAB RM 1                            17.526 METERS 18431     |
 LS0597| DB6180 ARAB RM 2                            11.438 METERS 26741     |
 LS0597|---------------------------------------------------------------------|
 LS0597
 LS0597                          SUPERSEDED SURVEY CONTROL
 LS0597
 LS0597  NAD 83(1986)-  40 22 35.54950(N)    118 23 58.73793(W) AD(       ) 2
 LS0597  NAD 27      -  40 22 35.88360(N)    118 23 55.20590(W) AD(       ) 2
 LS0597  NGVD 29 (07/19/86) 1606.2    (m)         5270.     (f) VERT ANG       
 LS0597
 LS0597.Superseded values are not recommended for survey control.
 LS0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0597.See file dsdata.txt to determine how the superseded data were derived.
 LS0597
 LS0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE8118370491(NAD 83)
 LS0597_MARKER: DS = TRIANGULATION STATION DISK
 LS0597_SETTING: 66 = SET IN ROCK OUTCROP
 LS0597
 LS0597  HISTORY     - Date     Condition        Report By
 LS0597  HISTORY     - 1958     MONUMENTED       CGS
 LS0597
 LS0597                          STATION DESCRIPTION
 LS0597
 LS0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0597'STATION IS LOCATED, AIRLINE, ABOUT 14 MILES NORTH-NORTHEAST
 LS0597'OF LOVELOCK, 5 MILES NORTHWEST OF OREANA, 1-1/4 MILES NORTH
 LS0597'OF THE OLD ARABIA MINING DISTRICT AND ON THE HIGHEST AND MOST
 LS0597'PROMINENT HILL IN THE IMMEDIATE VICINITY.
 LS0597'
 LS0597'STATION IS REACHED AS FOLLOWS--FROM THE MAIN INTERSECTION AND
 LS0597'STOP LIGHT IN LOVELOCK, GO NORTH ON U.S. HIGHWAY 40 FOR
 LS0597'8.3 MILES TO THE CENTER OF THE OVERPASS ABOVE THE RAILROAD
 LS0597'TRACKS.  CONTINUE NORTHERLY ON THE HIGHWAY FOR 2.3 MILES
 LS0597'TO A SIDE ROAD ON THE LEFT.  TURN LEFT, WESTERLY, AND GO 1.8
 LS0597'MILES TO A BRIDGE OVER THE RIVER.  CONTINUE FOR 0.1 MILE TO
 LS0597'A FORK, TAKE THE RIGHT FORK, STRAIGHT AHEAD, AND GO 0.1 MILE
 LS0597'TO A FORK.  TAKE THE RIGHT FORK AND GO 0.3 MILE TO A FORK
 LS0597'AT THE TOP OF THE BLUFF.  TAKE THE RIGHT FORK AND GO 1.3
 LS0597'MILES TO A CROSSROAD, CONTINUE 0.2 MILE TO A FORK, TAKE THE
 LS0597'RIGHT FORK AND GO 1.8 MILES TO A REVERSE FORK ON THE LEFT.
 LS0597'CONTINUE 0.05 MILE, TURN LEFT AT OLD MINE DIGGINGS AND GO
 LS0597'WEST FOR 0.5 MILE TO THE MAIN RIDGE OF THE STATION HILL AND A
 LS0597'LARGE CAIRN.  TURN RIGHT, CROSS COUNTRY, AND FOLLOW THE
 LS0597'RIDGE FOR 1.0 MILE TO THE HIGHEST POINT AND THE STATION.
 LS0597'THE LAST 1.0 MILE IS STEEP AND ROUGH BUT A TWO WHEEL DRIVE
 LS0597'CAN MAKE IT IN DRY WHEATHER.
 LS0597'
 LS0597'STATION MARK, STAMPED ARAB 1958, IS A STANDARD DISK CEMENTED
 LS0597'IN A DRILL HOLE IN OUTCROPPING BEDROCK 2 FEET IN DIAMETER
 LS0597'AND FLUSH WITH THE GROUND.  IT IS ABOUT 300 FEET SOUTH SOUTHEAST
 LS0597'OF THE HIGHEST POINT OF THE HILL.
 LS0597'
 LS0597'REFERENCE MARK NUMBER 1, STAMPED ARAB NO 1 1958, IS A STANDARD
 LS0597'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 3 FEET
 LS0597'IN DIAMETER, PROJECTING 3 FEET AND 6 FEET LOWER THAN THE STATION.
 LS0597'
 LS0597'REFERENCE MARK NUMBER 2, STAMPED ARAB NO 2 1958, IS A STANDARD
 LS0597'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 4 FEET
 LS0597'IN DIAMETER, PROJECTING 3 FEET ON THE DOWNHILL SIDE AND 5 FEET
 LS0597'LOWER THAN THE STATION.
 LS0597'
 LS0597'STATION BUFF CAN BE USED FOR THE AZIMUTH MARK.
 LS0597'
 LS0597'HEIGHT OF LIGHT ABOVE STATION MARK 4.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1180 ***********************************************************************
 FS1180  DESIGNATION -  ARDEN
 FS1180  PID         -  FS1180
 FS1180  STATE/COUNTY-  NV/CLARK
 FS1180  USGS QUAD   -  SLOAN (1989)
 FS1180
 FS1180                         *CURRENT SURVEY CONTROL
 FS1180  ___________________________________________________________________
 FS1180* NAD 83(1994)-  35 59 06.41143(N)    115 13 52.37836(W)     ADJUSTED  
 FS1180* NAVD 88     -       883.3    (meters)    2898.     (feet)  VERTCON   
 FS1180  ___________________________________________________________________
 FS1180  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 FS1180  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FS1180
 FS1180  HORZ ORDER  -  SECOND
 FS1180
 FS1180.The horizontal coordinates were established by classical geodetic methods
 FS1180.and adjusted by the National Geodetic Survey in June 1998..
 FS1180
 FS1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1180
 FS1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1180
 FS1180.The geoid height was determined by GEOID03.
 FS1180
 FS1180;                    North         East     Units Scale Factor Converg.
 FS1180;SPC NV E     - 8,137,076.263   231,751.031   MT  0.99991242   +0 12 24.8
 FS1180;SPC NV E     -26,696,391.04    760,336.51   sFT  0.99991242   +0 12 24.8
 FS1180;UTM  11      - 3,983,743.856   659,454.141   MT  0.99991330   +1 02 22.2
 FS1180
 FS1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1180!SPC NV E     -   0.99986576  x   0.99991242  =   0.99977819
 FS1180!UTM  11      -   0.99986576  x   0.99991330  =   0.99977907
 FS1180
 FS1180|---------------------------------------------------------------------|
 FS1180| PID    Reference Object                     Distance      Geod. Az  |
 FS1180|                                                           dddmmss.s |
 FS1180| CC5044 ARDEN RM 1                            4.752 METERS 05432     |
 FS1180| CC5045 ARDEN RM 2                            4.280 METERS 17031     |
 FS1180| FS0157 K                                                  2970358.1 |
 FS1180| GR1933 ARDEN WATER TANK                    APPROX. 3.4 KM 3562328.9 |
 FS1180|---------------------------------------------------------------------|
 FS1180
 FS1180                          SUPERSEDED SURVEY CONTROL
 FS1180
 FS1180  NAD 83(1992)-  35 59 06.40830(N)    115 13 52.38425(W) AD(1991.35) 2
 FS1180  NAD 83(1992)-  35 59 06.40868(N)    115 13 52.38454(W) AD(       ) 2
 FS1180  NAD 83(1992)-  35 59 06.40728(N)    115 13 52.38383(W) AD(       ) 2
 FS1180  NAD 83(1986)-  35 59 06.40525(N)    115 13 52.37119(W) AD(       ) 2
 FS1180  NAD 27      -  35 59 06.50060(N)    115 13 49.38680(W) AD(       ) 2
 FS1180  NGVD 29 (07/19/86)  882.6    (m)         2896.     (f) VERT ANG       
 FS1180
 FS1180.Superseded values are not recommended for survey control.
 FS1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1180.See file dsdata.txt to determine how the superseded data were derived.
 FS1180
 FS1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5945483744(NAD 83)
 FS1180_MARKER: DD = SURVEY DISK
 FS1180_SETTING: 80 = SET IN A BOULDER
 FS1180_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FS1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1180+STABILITY: SURFACE MOTION
 FS1180
 FS1180  HISTORY     - Date     Condition        Report By
 FS1180  HISTORY     - 1957     MONUMENTED       CGS
 FS1180  HISTORY     - 1958     GOOD             USGS
 FS1180  HISTORY     - 1966     SEE DESCRIPTION  CGS
 FS1180
 FS1180                          STATION DESCRIPTION
 FS1180
 FS1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 FS1180'THE STATION IS ABOUT 13-1/2 MILES SOUTH-SOUTHWEST OF DOWNTOWN
 FS1180'LAS VEGAS, 3 MILES WEST OF U.S. HIGHWAY 91 AND 2 MILES
 FS1180'SOUTH-SOUTHEAST OF ARDEN, ON THE SUMMIT OF A SHARP ROCKY-TOPPED
 FS1180'BUTTE ABOUT 1/2 MILE EAST OF A POWER LINE AND 1/4 MILE NORTH
 FS1180'OF A DEEP CUT BANK WHERE THE RAILROAD PASSES THROUGH A GAP.
 FS1180'
 FS1180'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 91 AND BOND ROAD
 FS1180'AT THE TROPICANA HOTEL, GO SOUTH ON U.S. HIGHWAY 91 FOR 5.8
 FS1180'MILES (2.35 MILES SOUTH OF THE BLUE DIAMOND ROAD JUNCTION)
 FS1180'TO A SIDE ROAD LEADING WEST.  GO WEST ON THE DIRT ROAD FOR
 FS1180'1.9 MILES TO A FORK JUST BEFORE REACHING A POWER LINE.  TAKE
 FS1180'LEFT FORK AND FOLLOW THE POWER LINE ROAD SOUTH FOR 2.5 MILES TO
 FS1180'A T-ROAD ON THE NORTH SIDE OF THE RAILROAD TRACKS.  (BENCH
 FS1180'MARK K IS 0.05 MILE WEST OF THIS T-JUNCTION).  TURN LEFT, WITH
 FS1180'4-WHEEL DRIVE VEHICLE, AND GO EAST FOR 0.3 MILE TO THE TOP OF
 FS1180'THE GRADE ABOVE THE RAILROAD CUT.  TURN LEFT AND GO NORTH
 FS1180'TOWARDS THE SHARP BUTTE FOR ABOUT 0.1 MILE TO THE END OF
 FS1180'TRUCK TRAVEL.  PACK NORTHERLY FOR ABOUT 15 MINUTES TO THE
 FS1180'SUMMIT AND STATION.
 FS1180'
 FS1180'THE STATION AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS
 FS1180'CEMENTED IN DRILL HOLES IN BOULDERS.
 FS1180'
 FS1180'THE STATION MARK, STAMPED ARDEN 1957, IS IN A BOULDER PROJECTING
 FS1180'ABOUT 10 INCHES ON THE NORTHEAST SIDE AND FLUSH ON THE SOUTHWEST
 FS1180'SIDE.  IT IS 14 FEET NORTHEAST OF A 4-FOOT HIGH CAIRN.
 FS1180'
 FS1180'REFERENCE MARK 1, STAMPED ARDEN NO 1 1957, IS IN A FLAT BOULDER
 FS1180'PROJECTING ABOUT 1 FOOT ON THE EAST SIDE, FLUSH ON THE WEST
 FS1180'SIDE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FS1180'
 FS1180'REFERENCE MARK 2, STAMPED ARDEN NO 2 1957, IS IN A BOULDER
 FS1180'ABOUT 1 FOOT HIGH AND ABOUT THE SAME ELEVATION AS THE STATION.
 FS1180'
 FS1180'BENCH MARK K IS A 1-INCH SQUARE CHISELED IN A RED SANDSTONE
 FS1180'ROCK 6 INCHES SQUARE AND PROJECTING 6 INCHES.  THE LETTERS
 FS1180'USBM ARE ALSO CHISELED IN THE TOP OF THE ROCK.  IT IS 0.05
 FS1180'MILE WEST OF THE T-ROAD JUNCTION, 60 FEET NORTH OF THE NORTH
 FS1180'RAIL OF THE RAILROAD TRACKS, 18 FEET NORTH OF A TELEPHONE
 FS1180'POLE (THE SECOND POLE WEST OF TWIN POWER LINE POLES) AND
 FS1180'2 FEET EAST OF A WITNESS POST.  THE MARK CAN BE USED FOR AN
 FS1180'AZIMUTH.
 FS1180
 FS1180                          STATION RECOVERY (1958)
 FS1180
 FS1180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FS1180'RECOVERED AS DESCRIBED BY NGS.  RMS NOT OBSERVED.
 FS1180
 FS1180                          STATION RECOVERY (1966)
 FS1180
 FS1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 FS1180'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FS1180'AS DESCRIBED.
 FS1180'
 FS1180'BENCH MARK K WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1933 ***********************************************************************
 GR1933  DESIGNATION -  ARDEN WATER TANK
 GR1933  PID         -  GR1933
 GR1933  STATE/COUNTY-  NV/CLARK
 GR1933  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1933
 GR1933                         *CURRENT SURVEY CONTROL
 GR1933  ___________________________________________________________________
 GR1933* NAD 83(1994)-  36 00 56.71630(N)    115 14 00.94104(W)     ADJUSTED  
 GR1933* NAVD 88     -                                                        
 GR1933  ___________________________________________________________________
 GR1933  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 GR1933  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR1933
 GR1933  HORZ ORDER  -  THIRD
 GR1933
 GR1933.The horizontal coordinates were established by classical geodetic methods
 GR1933.and adjusted by the National Geodetic Survey in June 1998..
 GR1933
 GR1933
 GR1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1933
 GR1933.The geoid height was determined by GEOID03.
 GR1933
 GR1933;                    North         East     Units Scale Factor Converg.
 GR1933;SPC NV E     - 8,140,474.981   231,524.357   MT  0.99991224   +0 12 20.3
 GR1933;SPC NV E     -26,707,541.67    759,592.83   sFT  0.99991224   +0 12 20.3
 GR1933;UTM  11      - 3,987,138.922   659,178.085   MT  0.99991221   +1 02 20.0
 GR1933
 GR1933                          SUPERSEDED SURVEY CONTROL
 GR1933
 GR1933  NAD 83(1992)-  36 00 56.71432(N)    115 14 00.94743(W) AD(       ) 4
 GR1933  NAD 83(1992)-  36 00 56.71291(N)    115 14 00.94679(W) AD(       ) 4
 GR1933  NAD 83(1986)-  36 00 56.71060(N)    115 14 00.93254(W) AD(       ) 4
 GR1933  NAD 27      -  36 00 56.81100(N)    115 13 57.94400(W) AD(       ) 3
 GR1933
 GR1933.Superseded values are not recommended for survey control.
 GR1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1933.See file dsdata.txt to determine how the superseded data were derived.
 GR1933
 GR1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5917887139(NAD 83)
 GR1933
 GR1933  HISTORY     - Date     Condition        Report By
 GR1933  HISTORY     - 1957     MONUMENTED       CGS
 GR1933  HISTORY     - 1966     SEE DESCRIPTION  CGS
 GR1933  HISTORY     - 1983     GOOD             NGS
 GR1933
 GR1933                          STATION DESCRIPTION
 GR1933
 GR1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR1933'LOCATED ABOUT 12 MILES SOUTHWEST OF DOWNTOWN LAS VEGAS, 6 MILES
 GR1933'SOUTHWEST, MC CARRAN FIELD, AND ABOUT 1/4 MILE WEST OF THE ARDEN
 GR1933'RAILROAD SIDING.  IT IS A 4 LEGGED STEEL STRUCTURE PAINTED BLACK
 GR1933'AND ABOUT 150 FEET IN HEIGHT.  OBJECT OBSERVED WAS A VENT PIPE,
 GR1933'TOP AND CENTER OF THE TANK.  IT IS OWNED BY MR. JERRY BLOCK.  TO
 GR1933'REACH FROM THE JUNCTION OF BOND ROAD AND U.S. HIGHWAY 91 AT
 GR1933'THE TROPICANA HOTEL, GO SOUTH ON U.S. HIGHWAY 91 FOR 3.55
 GR1933'MILES TO BLUE DIAMOND ROAD, TURN RIGHT (WEST) AND GO 3.4
 GR1933'MILES TO THE UNION PACIFIC RAILROAD TRACKS, CROSS TRACKS
 GR1933'AND CONTINUE WEST FOR 0.05 MILES TO A T ROAD, TURN LEFT (SOUTH)
 GR1933'AND GO 0.5 MILE TO A FORK, TAKE LEFT FORK AND GO 0.2 MILE
 GR1933'TO TANK.
 GR1933
 GR1933                          STATION RECOVERY (1966)
 GR1933
 GR1933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 GR1933'THE STATION WAS RECOVERED AS DESCRIBED.
 GR1933
 GR1933                          STATION RECOVERY (1983)
 GR1933
 GR1933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAH)
 GR1933'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GR1933'
 GR1933'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES SOUTHWEST
 GR1933'OF DOWNTOWN LAS VEGAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0214 ***********************************************************************
 LR0214  DESIGNATION -  ARGEN
 LR0214  PID         -  LR0214
 LR0214  STATE/COUNTY-  NV/LANDER
 LR0214  USGS QUAD   -  STONY POINT (1985)
 LR0214
 LR0214                         *CURRENT SURVEY CONTROL
 LR0214  ___________________________________________________________________
 LR0214* NAD 83(1994)-  40 39 15.71840(N)    116 45 06.46049(W)     ADJUSTED  
 LR0214* NAVD 88     -      1414.689  (meters)    4641.36   (feet)  ADJUSTED  
 LR0214  ___________________________________________________________________
 LR0214  LAPLACE CORR-           6.70  (seconds)                    DEFLEC99
 LR0214  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 LR0214  DYNAMIC HT  -        1413.567 (meters)    4637.68  (feet)  COMP
 LR0214  MODELED GRAV-     979,782.2   (mgal)                       NAVD 88
 LR0214
 LR0214  HORZ ORDER  -  SECOND
 LR0214  VERT ORDER  -  FIRST     CLASS II
 LR0214
 LR0214.The horizontal coordinates were established by classical geodetic methods
 LR0214.and adjusted by the National Geodetic Survey in June 1998..
 LR0214
 LR0214.The orthometric height was determined by differential leveling
 LR0214.and adjusted by the National Geodetic Survey in June 1991..
 LR0214
 LR0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0214
 LR0214.The geoid height was determined by GEOID03.
 LR0214
 LR0214.The dynamic height is computed by dividing the NAVD 88
 LR0214.geopotential number by the normal gravity value computed on the
 LR0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0214.degrees latitude (g = 980.6199 gals.).
 LR0214
 LR0214.The modeled gravity was interpolated from observed gravity values.
 LR0214
 LR0214;                    North         East     Units Scale Factor Converg.
 LR0214;SPC NV C     - 6,655,270.085   492,801.183   MT  0.99990064   -0 03 19.7
 LR0214;SPC NV C     -21,834,831.94  1,616,798.55   sFT  0.99990064   -0 03 19.7
 LR0214;SPC NV E     - 8,655,923.068   101,188.377   MT  1.00002014   -0 45 40.7
 LR0214;SPC NV E     -28,398,640.93    331,982.20   sFT  1.00002014   -0 45 40.7
 LR0214;UTM  11      - 4,500,419.197   520,983.129   MT  0.99960542   +0 09 42.1
 LR0214
 LR0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0214!SPC NV C     -   0.99978127  x   0.99990064  =   0.99968193
 LR0214!SPC NV E     -   0.99978127  x   1.00002014  =   0.99980141
 LR0214!UTM  11      -   0.99978127  x   0.99960542  =   0.99938678
 LR0214
 LR0214|---------------------------------------------------------------------|
 LR0214| PID    Reference Object                     Distance      Geod. Az  |
 LR0214|                                                           dddmmss.s |
 LR0214| LR0213 ARGEN RM 1                           19.806 METERS 15904     |
 LR0214| LR0212 ARGEN RM 2                           10.978 METERS 24636     |
 LR0214|---------------------------------------------------------------------|
 LR0214
 LR0214                          SUPERSEDED SURVEY CONTROL
 LR0214
 LR0214  NAD 83(1986)-  40 39 15.72130(N)    116 45 06.44845(W) AD(       ) 2
 LR0214  NAD 27      -  40 39 16.04100(N)    116 45 03.10600(W) AD(       ) 2
 LR0214  NGVD 29 (??/??/92) 1413.642  (m)         4637.92   (f) ADJ UNCH    1 2
 LR0214
 LR0214.Superseded values are not recommended for survey control.
 LR0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0214.See file dsdata.txt to determine how the superseded data were derived.
 LR0214
 LR0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF2098300419(NAD 83)
 LR0214_MARKER: DS = TRIANGULATION STATION DISK
 LR0214_SETTING: 80 = SET IN A BOULDER
 LR0214_STAMPING: ARGEN 1958
 LR0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0214+STABILITY: SURFACE MOTION
 LR0214
 LR0214  HISTORY     - Date     Condition        Report By
 LR0214  HISTORY     - 1958     MONUMENTED       CGS
 LR0214  HISTORY     - 1958     GOOD             CGS
 LR0214
 LR0214                          STATION DESCRIPTION
 LR0214
 LR0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0214'THE STATION IS ABOUT 9-1/2 MILES EAST OF BATTLE MOUNTAIN, 1
 LR0214'MILE SOUTHWEST OF THE ARGENTA RAILROAD SIDING AND 0.2 MILE
 LR0214'SOUTH OF THE HIGHWAY ON A GENTLE SLOPE.
 LR0214'
 LR0214'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 8 A AND U.S.
 LR0214'HIGHWAY 40 (FRONT STREET) AT BATTLE MOUNTAIN, GO EASTERLY ALONG
 LR0214'U.S. HIGHWAY 40 FOR 11.5 MILES TO A PANEL WIRE GATE ON RIGHT.
 LR0214'TURN RIGHT (SOUTHERLY) THROUGH GATE ON TRACK ROAD UP GENTLE
 LR0214'SLOPE FOR 0.2 MILE TO STATION.
 LR0214'
 LR0214'THE STATION MARK, STAMPED ARGEN 1958, IS A STANDARD DISK SET
 LR0214'IN A DRILL HOLE IN A LARGE BOULDER PROJECTING 6 INCHES ON THE
 LR0214'SOUTH SIDE AND 12 INCHES ON THE NORTH SIDE.  THE STATION IS
 LR0214'7-1/2 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 LR0214'
 LR0214'REFERENCE MARK 1, STAMPED ARGEN NO 1 1958, IS A STANDARD DISK
 LR0214'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 LR0214'GROUND AND ABOUT 2 FEET HIGHER THAN THE STATION.
 LR0214'
 LR0214'REFERENCE MARK 2, STAMPED ARGEN NO 2 1958, IS A STANDARD DISK
 LR0214'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 LR0214'GROUND AND ABOUT 1 FOOT LOWER THAN THE STATION.
 LR0214
 LR0214                          STATION RECOVERY (1958)
 LR0214
 LR0214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0214'11.7 MI E FROM BATTLE MOUNTAIN.
 LR0214'11.5 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF STATE
 LR0214'HIGHWAY 8 A AT BATTLE MOUNTAIN TO A GATE ON RIGHT, THENCE 0.2 MILE
 LR0214'SOUTH, 64.98 FEET NORTHWEST OF R.M. 1, 36.02 FEET NORTHEAST OF R.M. 2,
 LR0214'7.5 FEET WEST OF A METAL WITNESS POST, SET IN A DRILL HOLE IN A
 LR0214'BOULDER PROJECTING 12 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0213 ***********************************************************************
 LR0213  DESIGNATION -  ARGEN RM 1
 LR0213  PID         -  LR0213
 LR0213  STATE/COUNTY-  NV/LANDER
 LR0213  USGS QUAD   -  STONY POINT (1985)
 LR0213
 LR0213                         *CURRENT SURVEY CONTROL
 LR0213  ___________________________________________________________________
 LR0213* NAD 83(1986)-  40 39 16.     (N)    116 45 06.     (W)     SCALED    
 LR0213* NAVD 88     -      1415.578  (meters)    4644.28   (feet)  ADJUSTED  
 LR0213  ___________________________________________________________________
 LR0213  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 LR0213  DYNAMIC HT  -        1414.455 (meters)    4640.59  (feet)  COMP
 LR0213  MODELED GRAV-     979,781.9   (mgal)                       NAVD 88
 LR0213
 LR0213  VERT ORDER  -  FIRST     CLASS II
 LR0213
 LR0213.The horizontal coordinates were scaled from a topographic map and have
 LR0213.an estimated accuracy of +/- 6 seconds.
 LR0213
 LR0213.The orthometric height was determined by differential leveling
 LR0213.and adjusted by the National Geodetic Survey in June 1991..
 LR0213
 LR0213.The geoid height was determined by GEOID03.
 LR0213
 LR0213.The dynamic height is computed by dividing the NAVD 88
 LR0213.geopotential number by the normal gravity value computed on the
 LR0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0213.degrees latitude (g = 980.6199 gals.).
 LR0213
 LR0213.The modeled gravity was interpolated from observed gravity values.
 LR0213
 LR0213;                    North         East    Units  Estimated Accuracy
 LR0213;SPC NV C     - 6,655,280.      492,810.      MT  (+/- 180 meters Scaled)
 LR0213
 LR0213                          SUPERSEDED SURVEY CONTROL
 LR0213
 LR0213  NGVD 29 (??/??/92) 1414.530  (m)         4640.84   (f) ADJ UNCH    1 2
 LR0213
 LR0213.Superseded values are not recommended for survey control.
 LR0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0213.See file dsdata.txt to determine how the superseded data were derived.
 LR0213
 LR0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF209004(NAD 83)
 LR0213_MARKER: DR = REFERENCE MARK DISK
 LR0213_SETTING: 66 = SET IN ROCK OUTCROP
 LR0213_SP_SET: BED ROCK
 LR0213_STAMPING: ARGEN NO 1 1958
 LR0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0213+STABILITY: POSITION/ELEVATION WELL
 LR0213
 LR0213  HISTORY     - Date     Condition        Report By
 LR0213  HISTORY     - 1958     MONUMENTED       CGS
 LR0213
 LR0213                          STATION DESCRIPTION
 LR0213
 LR0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0213'11.7 MI E FROM BATTLE MOUNTAIN.
 LR0213'11.5 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF STATE
 LR0213'HIGHWAY 8 A AT BATTLE MOUNTAIN TO A GATE ON RIGHT, THENCE 0.2 MILE
 LR0213'SOUTH, 64.98 FEET SOUTHEAST OF STATION MARK, SET IN A DRILL HOLE IN
 LR0213'BED ROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0212 ***********************************************************************
 LR0212  DESIGNATION -  ARGEN RM 2
 LR0212  PID         -  LR0212
 LR0212  STATE/COUNTY-  NV/LANDER
 LR0212  USGS QUAD   -  STONY POINT (1985)
 LR0212
 LR0212                         *CURRENT SURVEY CONTROL
 LR0212  ___________________________________________________________________
 LR0212* NAD 83(1986)-  40 39 16.     (N)    116 45 06.     (W)     SCALED    
 LR0212* NAVD 88     -      1413.759  (meters)    4638.31   (feet)  ADJUSTED  
 LR0212  ___________________________________________________________________
 LR0212  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 LR0212  DYNAMIC HT  -        1412.637 (meters)    4634.63  (feet)  COMP
 LR0212  MODELED GRAV-     979,781.9   (mgal)                       NAVD 88
 LR0212
 LR0212  VERT ORDER  -  FIRST     CLASS II
 LR0212
 LR0212.The horizontal coordinates were scaled from a topographic map and have
 LR0212.an estimated accuracy of +/- 6 seconds.
 LR0212
 LR0212.The orthometric height was determined by differential leveling
 LR0212.and adjusted by the National Geodetic Survey in June 1991..
 LR0212
 LR0212.The geoid height was determined by GEOID03.
 LR0212
 LR0212.The dynamic height is computed by dividing the NAVD 88
 LR0212.geopotential number by the normal gravity value computed on the
 LR0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0212.degrees latitude (g = 980.6199 gals.).
 LR0212
 LR0212.The modeled gravity was interpolated from observed gravity values.
 LR0212
 LR0212;                    North         East    Units  Estimated Accuracy
 LR0212;SPC NV C     - 6,655,280.      492,810.      MT  (+/- 180 meters Scaled)
 LR0212
 LR0212                          SUPERSEDED SURVEY CONTROL
 LR0212
 LR0212  NGVD 29 (??/??/92) 1412.710  (m)         4634.87   (f) ADJ UNCH    1 2
 LR0212
 LR0212.Superseded values are not recommended for survey control.
 LR0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0212.See file dsdata.txt to determine how the superseded data were derived.
 LR0212
 LR0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF209004(NAD 83)
 LR0212_MARKER: DR = REFERENCE MARK DISK
 LR0212_SETTING: 66 = SET IN ROCK OUTCROP
 LR0212_SP_SET: BED ROCK
 LR0212_STAMPING: ARGEN NO 2 1958
 LR0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0212+STABILITY: POSITION/ELEVATION WELL
 LR0212
 LR0212  HISTORY     - Date     Condition        Report By
 LR0212  HISTORY     - 1958     MONUMENTED       CGS
 LR0212
 LR0212                          STATION DESCRIPTION
 LR0212
 LR0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0212'11.7 MI E FROM BATTLE MOUNTAIN.
 LR0212'11.5 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF STATE
 LR0212'HIGHWAY 8 A AT BATTLE MOUNTAIN TO A GATE ON RIGHT, THENCE 0.2 MILE
 LR0212'SOUTH, 36.02 FEET SOUTHWEST OF STATION MARK, SET IN A DRILL HOLE IN
 LR0212'BED ROCK FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0916 ***********************************************************************
 LR0916  DESIGNATION -  ARGENTA
 LR0916  PID         -  LR0916
 LR0916  STATE/COUNTY-  NV/LANDER
 LR0916  USGS QUAD   -  MULE CANYON (1985)
 LR0916
 LR0916                         *CURRENT SURVEY CONTROL
 LR0916  ___________________________________________________________________
 LR0916* NAD 83(1994)-  40 36 26.06326(N)    116 41 44.34146(W)     ADJUSTED  
 LR0916* NAVD 88     -      2244.7    (meters)    7364.     (feet)  VERTCON   
 LR0916  ___________________________________________________________________
 LR0916  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 LR0916  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 LR0916
 LR0916  HORZ ORDER  -  FIRST
 LR0916
 LR0916.The horizontal coordinates were established by classical geodetic methods
 LR0916.and adjusted by the National Geodetic Survey in June 1998..
 LR0916
 LR0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0916
 LR0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0916
 LR0916.The geoid height was determined by GEOID03.
 LR0916
 LR0916;                    North         East     Units Scale Factor Converg.
 LR0916;SPC NV C     - 6,650,034.290   497,547.275   MT  0.99990007   -0 01 07.9
 LR0916;SPC NV C     -21,817,654.17  1,632,369.68   sFT  0.99990007   -0 01 07.9
 LR0916;SPC NV E     - 8,650,628.626   105,870.175   MT  1.00000903   -0 43 26.5
 LR0916;SPC NV E     -28,381,270.75    347,342.40   sFT  1.00000903   -0 43 26.5
 LR0916;UTM  11      - 4,495,202.952   525,747.623   MT  0.99960816   +0 11 53.1
 LR0916
 LR0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0916!SPC NV C     -   0.99965114  x   0.99990007  =   0.99955125
 LR0916!SPC NV E     -   0.99965114  x   1.00000903  =   0.99966017
 LR0916!UTM  11      -   0.99965114  x   0.99960816  =   0.99925944
 LR0916
 LR0916|---------------------------------------------------------------------|
 LR0916| PID    Reference Object                     Distance      Geod. Az  |
 LR0916|                                                           dddmmss.s |
 LR0916| DD5305 ARGENTA RM 1                          7.073 METERS 07704     |
 LR0916| LR0914 AIRWAY BN 37A SAN FRAN SALT LK      APPROX.15.9 KM 0942310.0 |
 LR0916| DD5306 ARGENTA RM 2                          9.644 METERS 16848     |
 LR0916| DD5304 ARGENTA AZ MK                                      1693744.2 |
 LR0916| LR0924 RNG BATTLE MOUNTAIN RADIO BAM       APPROX.12.1 KM 2235238.5 |
 LR0916| LR0932 AIR BEACON BATTLE MTN AIRPORT       APPROX.21.2 KM 2800424.7 |
 LR0916| LR0931 BATTLE MOUNTAIN MUNICIPAL TANK      APPROX.20.8 KM 2804705.9 |
 LR0916|---------------------------------------------------------------------|
 LR0916
 LR0916                          SUPERSEDED SURVEY CONTROL
 LR0916
 LR0916  NAD 83(1986)-  40 36 26.06672(N)    116 41 44.33215(W) AD(       ) 1
 LR0916  NAD 27      -  40 36 26.38800(N)    116 41 41.00200(W) AD(       ) 1
 LR0916  NGVD 29 (07/19/86) 2243.5    (m)         7361.     (f) VERT ANG       
 LR0916
 LR0916.Superseded values are not recommended for survey control.
 LR0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0916.See file dsdata.txt to determine how the superseded data were derived.
 LR0916
 LR0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE2574895203(NAD 83)
 LR0916_MARKER: DD = SURVEY DISK
 LR0916_SETTING: 66 = SET IN ROCK OUTCROP
 LR0916_PROJECTION: FLUSH
 LR0916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0916+STABILITY: POSITION/ELEVATION WELL
 LR0916
 LR0916  HISTORY     - Date     Condition        Report By
 LR0916  HISTORY     - 1940     MONUMENTED       CGS
 LR0916  HISTORY     - 1945     GOOD             USGS
 LR0916  HISTORY     - 1958     GOOD             CGS
 LR0916  HISTORY     - 1958     GOOD             CGS
 LR0916
 LR0916                          STATION DESCRIPTION
 LR0916
 LR0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LR0916'STATION IS 11 MILES ESE OF BATTLE MOUNTAIN, 12-1/2 MILES SW OF
 LR0916'DUNPHY, AND ABOUT 4-1/2 MILES S F ARGENTA ON A HIGH PROMINENT
 LR0916'PEAK, WHICH VIEWED FROM BATTLE MOUNTAIN IS THE SECOND PROMINENT
 LR0916'PEAK S OF THE GAP AT ARGENTA.
 LR0916'
 LR0916'STATION, REFERENCE MARK AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LR0916'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 LR0916'
 LR0916'STATION MARK IS ON THE HIGHEST POINT OF THE MOUNTAIN IN BARE
 LR0916'LEDGE ROCK, ABOUT 10 FEET SE OF A LARGE BOULDER WHICH FORMS
 LR0916'THE HIGHEST POINT ON THE MOUNTAIN.
 LR0916'
 LR0916'REFERENCE MARKS ARE IN BARE LEDGE ROCK AND EASILY LOCATED.
 LR0916'
 LR0916'AZIMUTH MARK IS ABOUT 1.0 MILE SE OF STATION ON HIGHEST POINT
 LR0916'OF PEAK, WHICH IS COMPOSED OF RED, VOLCANIC ROCK, AND ABOUT
 LR0916'400 FEET LOWER THAN STATION, SMALL CAIRN WITH 1-BY-4-INCH POST
 LR0916'NEAR THE MARK.
 LR0916'
 LR0916'STATION IS REACHED FROM BATTLE MOUNTAIN BY GOING E ON HIGHWAY
 LR0916'40 ABOUT 1.5 MILES TO GRADED ROAD, SE, JUST BEYOND SMALL
 LR0916'BRIDGE, TURN RIGHT SE, 8.9 MILES, THENCE LEFT E, 0.85 MILE
 LR0916'THENCE LEFT FORK, TRACK ROAD, 3.0 MILES, THENCE RIGHT FORK,
 LR0916'EASTERLY, UP ALLUVIAL FAN AND NARROW CANYON 4.1 MILES TO A
 LR0916'SIDE CANYON ON LEFT, WHERE PEAKS TO THE N ARE IN VIEW THRU
 LR0916'GAP (ROAD CONTINUES UP CANYON TO AIRWAY BEACON IN SADDLE),
 LR0916'TURN LEFT ACROSS COUNTRY, NORTHEASTERLY, ABOUT 1.0 MILE TO END
 LR0916'OF TRUCK TRAVEL, PACK NE AND N ALONG THE W SIDE OF THE RIDGES
 LR0916'TO THE THIRD PROMINENT PEAK AND STATION (ABOUT 2 1/2-HOUR
 LR0916'PACK).
 LR0916
 LR0916                          STATION RECOVERY (1945)
 LR0916
 LR0916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 LR0916'RECOVERED AS DESCRIBED BY NGS IN 1940 IN DESCRIPTION LIST 40 116 4,
 LR0916'STATION 1009.
 LR0916
 LR0916                          STATION RECOVERY (1958)
 LR0916
 LR0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0916'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 LR0916'TO BE IN GOOD CONDITION.  THE DIRECTION TO THE REFERENCE MARKS
 LR0916'CHECKED THOSE OF 1940 WITHIN ACCEPTABLE LIMITS.  THE AZIMUTH
 LR0916'MARK WAS NOT SEARCHED FOR AT THIS DATE.
 LR0916'
 LR0916'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 8 A AND U.S.
 LR0916'HIGHWAY (FRONT STREET) AT BATTLE MOUNTAIN, GO EASTERLY ALONG
 LR0916'U.S. HIGHWAY 40 FOR 8.8 MILES TO A PANEL WIRE GATE ON RIGHT.
 LR0916'TURN RIGHT (SOUTHEAST) THROUGH GATE ALONG MAIN TRAVELED GRAVEL
 LR0916'ROAD FOR 2.9 MILES TO A FORK.  TAKE LEFT FORK EAST FOR 0.9
 LR0916'MILE TO THE ENTRANCE OF A CANYON, CONTINUE ON EAST ON DIRT ROAD
 LR0916'UP TURN CANYON FOR 2.9 MILES TO A POINT WHERE ROAD MAKES
 LR0916'A SHARP LEFT, TO THE WEST, CONTINUE ON MAIN ROAD WEST UP A
 LR0916'SMALL DRAW FOR 0.7 MILE TO A SADDLE AND A SPOT WHERE CATTLE
 LR0916'BED DOWN, BEAR RIGHT (NORTH) UP RIDGE ON DIM TRACK ROAD FOR
 LR0916'0.35 MILE TO SUMMIT OF RIDGE, THENCE (NORTHEAST) DOWN INTO
 LR0916'SADDLE AND ON TO SUMMIT OF NEXT RIDGE (0.2 MILE).  STATION
 LR0916'HILL IS VISIBLE TO THE EAST FROM THIS POINT.  THEN BEAR RIGHT
 LR0916'(EAST) CROSS COUNTRY UP ON TO SLOPE OF STATION RIDGE FOR 0.95
 LR0916'MILE TO END OF TRUCK TRAVEL.  PACK EAST UP WEST SLOPE TO
 LR0916'SUMMIT OF RIDGE AND STATION.  (30 MINUTE PACK)
 LR0916
 LR0916                          STATION RECOVERY (1958)
 LR0916
 LR0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0916'ALL MARKS AT THE STATION WERE RECOVERED IN GOOD CONDITION.  A
 LR0916'NEW WAY WAS FOUND TO GET NEARER THE STATION USING A
 LR0916'FOUR-WHEEL-DRIVE VEHICLE SO A NEW DESCRIPTION FOLLOWS--
 LR0916'
 LR0916'THE STATION IS LOCATED, ABOUT 12-1/2 MILES EAST-SOUTHEST OF
 LR0916'BATTLE MOUNTAIN.  11-1/2 MILES WEST OF BEOWAWE.  AND 12 MILES
 LR0916'SOUTHWEST OF DUNPHY ON THE HIGHEST POINT AT THE NORTH END OF THE
 LR0916'SHSHONE MOUNTAINS BEFORE THEY DROP DOWN INTO THE HUMBOLDT
 LR0916'RIVER VALLEY.
 LR0916'
 LR0916'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BATTLE
 LR0916'MOUNTAIN GO SOUTHEAST ON U.S. HIGHWAY 40 FOR 8.2 MILES TO A
 LR0916'GATE IN THE FENCE AROUND THE AIRPORT ON THE RIGHT.  TURN RIGHT
 LR0916'ON A GRAVELED ROAD AND CONTINUE SOUTHEAST 2.7 MILES TO A FORK.
 LR0916'TAKE THE LEFT FORK, TOWARD A CANYON IN THE MOUNTAIN AND GO 0.9
 LR0916'MILE TO A FORK SHARP RIGHT.  KEEP ON EAST, STRAIGHT AHEAD,
 LR0916'0.1 MILE TO ANOTHER FORK SHARP RIGHT.  CONTINUE STRAIGHT AHEAD
 LR0916'UP THE CANYON ALONG THE STREAM 2.9 MILES TO A SIDE ROAD SHARP
 LR0916'RIGHT.  KEEP ON THE LEFT ROAD 0.3 MILE TO A POINT WHERE THE
 LR0916'ROAD REACHES A SMALL SADDLE AND TURNS LEFT.  HERE LEAVE THE
 LR0916'ROAD AND TURN RIGHT, EAST, UP OLD TRACKS ON THE RIDGE THEN
 LR0916'DOWN ACROSS TWO FLAT PLACES AND FINALLY UP THE MAIN RIDGE TO THE
 LR0916'STATION PEAK UNTIL IT BECOMES TOO STEEP FOR TRACTION - A
 LR0916'DISTANCE OF 1.4 MILES IN FOUR-WHEEL-DRIVE.  CONTINUE ON FOOT UP
 LR0916'ACROSS A ROCK SLIDE TO THE HIGHEST POINT AND THE
 LR0916'STATION.  THE CLIMB WILL TAKE ABOUT 45 MINUTES.
 LR0916'
 LR0916'THE STATION MARK IS A STANDARD DISK STAMPED ARGENTA 1940
 LR0916'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP 18 INCHES LONG AND
 LR0916'6 INCHES WIDE PROJECTING 2 INCHES FROM THE GROUND ON THE
 LR0916'HIGHEST PART OF THE HILL.
 LR0916'
 LR0916'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ARGENTA
 LR0916'NO 1 1940 CEMENTED IN A DRILL HOLE IN A BOULDER 2 FEET LONG AND
 LR0916'2 FEET WIDE PROJECTING 3 FEET FROM THE GROUND ON ITS EAST SIDE.
 LR0916'IT IS ABOUT 6 FEET LOWER THAN THE STATION MARK.
 LR0916'
 LR0916'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ARGENTA
 LR0916'NO 2 1940 CEMENTED IN A DRILL HOLE IN A BOULDER 3 FEET LONG
 LR0916'AND TWO FEET WIDE PROJECTING 18 INCHES FROM THE GROUND.  IT IS
 LR0916'ABOUT 18 INCHES LOWER THAN THE STATION MARK.
 LR0916'
 LR0916'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ARGENTA 1940
 LR0916'CEMENTED IN A DRILLHOLE IN A BEDROCK OUTCROP ABOUT 20 FEET LONG
 LR0916'AND 2 TO 4 FEET WIDE PROJECTING 2 FEET FROM THE GROUND.  THE
 LR0916'MARK IS ABOUT 1 FOOT FROM THE NORTH END.  TO REACH THE AZIMUTH
 LR0916'MARK FROM THE STATION WALK SOUTH ON THE MAIN RIDGE ABOUT 1
 LR0916'MILE TO THE NEXT HIGH POINT AND THE DISK MARKED BY A WITNESS
 LR0916'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1604 ***********************************************************************
 KR1604  DESIGNATION -  ARM
 KR1604  PID         -  KR1604
 KR1604  STATE/COUNTY-  NV/LYON
 KR1604  USGS QUAD   -  LAHONTAN DAM (1985)
 KR1604
 KR1604                         *CURRENT SURVEY CONTROL
 KR1604  ___________________________________________________________________
 KR1604* NAD 83(1994)-  39 25 06.65984(N)    119 07 19.30585(W)     ADJUSTED  
 KR1604* NAVD 88     -      1513.7    (meters)    4966.     (feet)  VERTCON   
 KR1604  ___________________________________________________________________
 KR1604  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 KR1604  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 KR1604
 KR1604  HORZ ORDER  -  FIRST
 KR1604
 KR1604.The horizontal coordinates were established by classical geodetic methods
 KR1604.and adjusted by the National Geodetic Survey in June 1998..
 KR1604
 KR1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1604
 KR1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1604
 KR1604.The geoid height was determined by GEOID03.
 KR1604
 KR1604;                    North         East     Units Scale Factor Converg.
 KR1604;SPC NV W     - 4,518,195.804   753,615.358   MT  0.99992648   -0 20 31.4
 KR1604;SPC NV W     -14,823,447.40  2,472,486.39   sFT  0.99992648   -0 20 31.4
 KR1604;UTM  11      - 4,365,370.010   317,328.975   MT  1.00001086   -1 20 52.1
 KR1604
 KR1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1604!SPC NV W     -   0.99976640  x   0.99992648  =   0.99969290
 KR1604!UTM  11      -   0.99976640  x   1.00001086  =   0.99977726
 KR1604
 KR1604|---------------------------------------------------------------------|
 KR1604| PID    Reference Object                     Distance      Geod. Az  |
 KR1604|                                                           dddmmss.s |
 KR1604| DB6184 ARM RM 1                              4.940 METERS 04406     |
 KR1604| DB6185 ARM RM 2                              4.530 METERS 15107     |
 KR1604| KR1612 SQUEE                               APPROX. 2.6 KM 3210903.3 |
 KR1604|---------------------------------------------------------------------|
 KR1604
 KR1604                          SUPERSEDED SURVEY CONTROL
 KR1604
 KR1604  NAD 83(1992)-  39 25 06.66586(N)    119 07 19.29187(W) AD(       ) 1
 KR1604  NAD 83(1986)-  39 25 06.66891(N)    119 07 19.28818(W) AD(       ) 1
 KR1604  NAD 27      -  39 25 06.97100(N)    119 07 15.70500(W) AD(       ) 1
 KR1604  NGVD 29 (07/19/86) 1512.7    (m)         4963.     (f) VERT ANG       
 KR1604
 KR1604.Superseded values are not recommended for survey control.
 KR1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1604.See file dsdata.txt to determine how the superseded data were derived.
 KR1604
 KR1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD1732965370(NAD 83)
 KR1604_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1604_SETTING: 66 = SET IN ROCK OUTCROP
 KR1604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1604
 KR1604  HISTORY     - Date     Condition        Report By
 KR1604  HISTORY     - 1951     MONUMENTED       CGS
 KR1604  HISTORY     - 1956     GOOD             USGS
 KR1604  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KR1604
 KR1604                          STATION DESCRIPTION
 KR1604
 KR1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1604'STATION IS ABOUT 5.5 MILES EAST OF THE JUNCTION OF U.S. HIGHWAY
 KR1604'50 AND U.S. ALTERNATE HIGHWAY 95.  IT IS ON A ROCKY OUTCROP
 KR1604'WHICH IS THE HIGHEST POINT ON AN EAST-WEST RIDGE ABOUT 1.5 MILES
 KR1604'SOUTH OF U.S. ROUTE 50 AND BETWEEN U.S. ROUTE 50 AND LAHONTAN
 KR1604'RESERVOIR.
 KR1604'
 KR1604'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND ALTERNATE
 KR1604'95, PROCEED EAST ON ROUTE 50 FOR 4.8 MILES TO POINT ON RIGHT
 KR1604'WHERE DIM TRACKS PASS LARGE GRAVEL PILE.  TURN RIGHT AND
 KR1604'PROCEED ACROSS DESERT TOWARD HIGHEST POINT OF RIDGE APPROXIMATELY
 KR1604'1.5 MILES SOUTH.  STATION MAY BE DRIVEN WITH 4 WHEEL-DRIVE
 KR1604'VEHICLE AND EXTREME CARE.  ADVISE PACKING THE LAST 30 MINUTES.
 KR1604'
 KR1604'STATION IS STANDARD BRONZE DISK SET IN BEDROCK WHICH PROJECTS
 KR1604'ABOUT 10 INCHES ABOVE GROUND.  THE MARK IS STAMPED ARM 1951.
 KR1604'
 KR1604'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A BOULDER
 KR1604'NORTHEAST OF THE STATION AND IS ABOUT 3 FEET HIGHER IN ELEVATION.
 KR1604'STAMPED ARM NO 1 1951.
 KR1604'
 KR1604'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A BOULDER
 KR1604'SOUTH OF THE STATION AND IS ABOUT 3 FEET LOWER IN ELEVATION.
 KR1604'STAMPED ARM NO 2 1951.
 KR1604'
 KR1604'TRIANGULATION STATION SQUEE 1951 CAN SERVE AS THE AZIMUTH.
 KR1604
 KR1604                          STATION RECOVERY (1956)
 KR1604
 KR1604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KR1604'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 KR1604
 KR1604                          STATION RECOVERY (1958)
 KR1604
 KR1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1604'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 KR1604'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 KR1604'FOR RECOVERY.  STATION OCCUPIED ONLY FOR TIE TO NEW STATION
 KR1604'DAM 2.  NO MEASUREMENTS OR DIRECTIONS WERE TAKEN TO THE
 KR1604'REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1784 ***********************************************************************
 GR1784  DESIGNATION -  ARM
 GR1784  PID         -  GR1784
 GR1784  STATE/COUNTY-  NV/CLARK
 GR1784  USGS QUAD   -  OVERTON BEACH (1983)
 GR1784
 GR1784                         *CURRENT SURVEY CONTROL
 GR1784  ___________________________________________________________________
 GR1784* NAD 83(1994)-  36 24 00.45060(N)    114 16 01.47119(W)     ADJUSTED  
 GR1784* NAVD 88     -       983.8    (meters)    3228.     (feet)  VERTCON   
 GR1784  ___________________________________________________________________
 GR1784  LAPLACE CORR-          12.25  (seconds)                    DEFLEC99
 GR1784  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 GR1784
 GR1784  HORZ ORDER  -  THIRD
 GR1784
 GR1784.The horizontal coordinates were established by classical geodetic methods
 GR1784.and adjusted by the National Geodetic Survey in June 1998..
 GR1784
 GR1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1784
 GR1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1784
 GR1784.The geoid height was determined by GEOID03.
 GR1784
 GR1784;                    North         East     Units Scale Factor Converg.
 GR1784;SPC NV E     - 8,183,869.878   318,067.563   MT  1.00007170   +0 46 52.3
 GR1784;SPC NV E     -26,849,913.09  1,043,526.66   sFT  1.00007170   +0 46 52.3
 GR1784;UTM  11      - 4,031,799.857   745,089.460   MT  1.00034016   +1 37 21.3
 GR1784
 GR1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1784!SPC NV E     -   0.99984985  x   1.00007170  =   0.99992154
 GR1784!UTM  11      -   0.99984985  x   1.00034016  =   1.00018996
 GR1784
 GR1784:                Primary Azimuth Mark                     Grid Az
 GR1784:SPC NV E     -  FIRE                                     258 46 08.0
 GR1784:UTM  11      -  FIRE                                     257 55 39.0
 GR1784
 GR1784|---------------------------------------------------------------------|
 GR1784| PID    Reference Object                     Distance      Geod. Az  |
 GR1784|                                                           dddmmss.s |
 GR1784| GR1790 FIRE                                APPROX.22.4 KM 2593300.3 |
 GR1784|---------------------------------------------------------------------|
 GR1784
 GR1784                          SUPERSEDED SURVEY CONTROL
 GR1784
 GR1784  NAD 83(1994)-  36 24 00.45061(N)    114 16 01.47088(W) AD(       ) 3
 GR1784  NAD 83(1992)-  36 24 00.45064(N)    114 16 01.47121(W) AD(       ) 3
 GR1784  NAD 83(1986)-  36 24 00.44551(N)    114 16 01.46274(W) AD(       ) 3
 GR1784  NGVD 29 (05/01/88)  983.2    (m)         3226.     (f) VERT ANG       
 GR1784
 GR1784.Superseded values are not recommended for survey control.
 GR1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1784.See file dsdata.txt to determine how the superseded data were derived.
 GR1784
 GR1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA4508931800(NAD 83)
 GR1784_MARKER: DS = TRIANGULATION STATION DISK
 GR1784_SETTING: 66 = SET IN ROCK OUTCROP
 GR1784_SP_SET: SET IN BEDROCK
 GR1784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1784+STABILITY: POSITION/ELEVATION WELL
 GR1784
 GR1784  HISTORY     - Date     Condition        Report By
 GR1784  HISTORY     - 1951     MONUMENTED       USGS
 GR1784
 GR1784                          STATION DESCRIPTION
 GR1784
 GR1784'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GR1784'LOCATED ABOUT 16 MI SE. OF OVERTON, 14 MI NE. OF MOUTH OF BITTER
 GR1784'WASH, 3 MI E. OF EAST SHORE OF VIRGIN ARM OF LAKE MEAD.  ON
 GR1784'HIGHEST POINT OF BARE TOP.
 GR1784'
 GR1784'REACHED BY HELICOPTER FROM OVERTON LANDING AT STATION.
 GR1784'
 GR1784'STATION MARK--STANDARD TABLET STAMPED---ARM 1951---, CEMENTED IN
 GR1784'SOLID ROCK.
 GR1784'
 GR1784'RM 1--STANDARD RM TABLET STAMPED---NO 1 ARM 1951---, CEMENTED IN
 GR1784'SOLID ROCK.
 GR1784'
 GR1784'RM 2--STANDARD RM TABLET STAMPED---NO 2 ARM 1951---, CEMENTED IN
 GR1784'SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1204 ***********************************************************************
 FS1204  DESIGNATION -  ARMY
 FS1204  PID         -  FS1204
 FS1204  STATE/COUNTY-  NV/CLARK
 FS1204  USGS QUAD   -  IVANPAH LAKE (1985)
 FS1204
 FS1204                         *CURRENT SURVEY CONTROL
 FS1204  ___________________________________________________________________
 FS1204* NAD 83(1994)-  35 36 54.81630(N)    115 23 24.51479(W)     ADJUSTED  
 FS1204* NAVD 88     -       842.3    (meters)    2763.     (feet)  VERTCON   
 FS1204  ___________________________________________________________________
 FS1204  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FS1204  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FS1204
 FS1204  HORZ ORDER  -  SECOND
 FS1204
 FS1204.The horizontal coordinates were established by classical geodetic methods
 FS1204.and adjusted by the National Geodetic Survey in June 1998..
 FS1204
 FS1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1204
 FS1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1204
 FS1204.The geoid height was determined by GEOID03.
 FS1204
 FS1204;                    North         East     Units Scale Factor Converg.
 FS1204;SPC NV E     - 8,095,999.239   217,501.235   MT  0.99990377   +0 06 45.0
 FS1204;SPC NV E     -26,561,624.17    713,585.30   sFT  0.99990377   +0 06 45.0
 FS1204;SPC CA 5     -   737,713.378 2,236,433.982   MT  1.00003576   +1 29 15.5
 FS1204;SPC CA 5     - 2,420,314.64  7,337,367.16   sFT  1.00003576   +1 29 15.5
 FS1204;UTM  11      - 3,942,465.833   645,800.344   MT  0.99986196   +0 56 15.5
 FS1204
 FS1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1204!SPC NV E     -   0.99987231  x   0.99990377  =   0.99977609
 FS1204!SPC CA 5     -   0.99987231  x   1.00003576  =   0.99990806
 FS1204!UTM  11      -   0.99987231  x   0.99986196  =   0.99973429
 FS1204
 FS1204|---------------------------------------------------------------------|
 FS1204| PID    Reference Object                     Distance      Geod. Az  |
 FS1204|                                                           dddmmss.s |
 FS1204| FS1203 ARMY RM IRON PIPE                     0.710 METERS 13434     |
 FS1204| CC5055 ARMY RM 1                             7.510 METERS 15637     |
 FS1204| CC5056 ARMY RM 2                             6.122 METERS 31119     |
 FS1204| FS1210 CONEY                               APPROX. 5.2 KM 3284706.6 |
 FS1204|---------------------------------------------------------------------|
 FS1204
 FS1204                          SUPERSEDED SURVEY CONTROL
 FS1204
 FS1204  NAD 83(1992)-  35 36 54.81565(N)    115 23 24.51478(W) AD(1991.35) 2
 FS1204  NAD 83(1992)-  35 36 54.81746(N)    115 23 24.51315(W) AD(       ) 2
 FS1204  NAD 83(1992)-  35 36 54.81095(N)    115 23 24.51858(W) AD(       ) 2
 FS1204  NAD 83(1986)-  35 36 54.82096(N)    115 23 24.51020(W) AD(       ) 2
 FS1204  NAD 27      -  35 36 54.88080(N)    115 23 21.53800(W) AD(       ) 2
 FS1204  NGVD 29 (07/19/86)  841.5    (m)         2761.     (f) VERT ANG       
 FS1204
 FS1204.Superseded values are not recommended for survey control.
 FS1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1204.See file dsdata.txt to determine how the superseded data were derived.
 FS1204
 FS1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV4580042466(NAD 83)
 FS1204_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FS1204_SETTING: 66 = SET IN ROCK OUTCROP
 FS1204
 FS1204  HISTORY     - Date     Condition        Report By
 FS1204  HISTORY     - 1958     MONUMENTED       CGS
 FS1204
 FS1204                          STATION DESCRIPTION
 FS1204
 FS1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS1204'THE STATION IS 12.2 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM
 FS1204'JEAN, ABOUT 0.2 MILE WEST OF THE HIGHWAY, 1/4 MILE NORTH OF THE
 FS1204'CALIFORNIA-NEVADA STATE LINE AND ON A ROCKY HILL JUST WEST OF
 FS1204'THE STATELINE TAVERN.
 FS1204'
 FS1204'TO REACH FROM THE STATELINE TAVERN, GO NORTH ON U.S. HIGHWAY 91
 FS1204'FOR 0.2 MILE, TURN LEFT, WEST, UP OVER DIKE AND UP LEFT
 FS1204'SIDE OF WASH AT NORTH SIDE OF RIDGE FOR 0.3 MILE.  KEEP LEFT
 FS1204'AROUND WEST BASE OF HILL AND UP WASH FOR 0.1 MILE, THENCE
 FS1204'TURN LEFT AND GO EAST UP RIDGE TO SUMMIT AND STATION.  A
 FS1204'4-WHEEL DRIVE VEHICLE REQUIRED.
 FS1204'
 FS1204'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 FS1204'IN DRILL HOLES IN BEDROCK.  THE STATION MARK IS STAMPED
 FS1204'ARMY 1958 AND THE REFERENCE MARKS FURTHER STAMPED NO 1 AND
 FS1204'NO 2 RESPECTIVELY.
 FS1204'
 FS1204'THE 1-INCH GALVANIZED IRON PIPE WITH CAP AND CENTER HOLE,
 FS1204'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0407 ***********************************************************************
 JP0407  DESIGNATION -  ARMY
 JP0407  PID         -  JP0407
 JP0407  STATE/COUNTY-  NV/NYE
 JP0407  USGS QUAD   -  LOCKES (1980)
 JP0407
 JP0407                         *CURRENT SURVEY CONTROL
 JP0407  ___________________________________________________________________
 JP0407* NAD 83(1994)-  38 35 36.35679(N)    115 50 22.49749(W)     ADJUSTED  
 JP0407* NAVD 88     -      2440.9    (meters)    8008.     (feet)  VERTCON   
 JP0407  ___________________________________________________________________
 JP0407  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 JP0407  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 JP0407
 JP0407  HORZ ORDER  -  SECOND
 JP0407
 JP0407.The horizontal coordinates were established by classical geodetic methods
 JP0407.and adjusted by the National Geodetic Survey in June 1998..
 JP0407
 JP0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0407
 JP0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0407
 JP0407.The geoid height was determined by GEOID03.
 JP0407
 JP0407;                    North         East     Units Scale Factor Converg.
 JP0407;SPC NV C     - 6,426,793.685   572,048.886   MT  0.99996391   +0 30 57.4
 JP0407;SPC NV C     -21,085,238.95  1,876,797.05   sFT  0.99996391   +0 30 57.4
 JP0407;SPC NV E     - 8,426,500.424   177,677.786   MT  0.99990613   -0 09 35.4
 JP0407;SPC NV E     -27,645,943.47    582,931.20   sFT  0.99990613   -0 09 35.4
 JP0407;UTM  11      - 4,272,299.327   601,056.629   MT  0.99972576   +0 43 26.1
 JP0407
 JP0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0407!SPC NV C     -   0.99962078  x   0.99996391  =   0.99958470
 JP0407!SPC NV E     -   0.99962078  x   0.99990613  =   0.99952694
 JP0407!UTM  11      -   0.99962078  x   0.99972576  =   0.99934664
 JP0407
 JP0407|---------------------------------------------------------------------|
 JP0407| PID    Reference Object                     Distance      Geod. Az  |
 JP0407|                                                           dddmmss.s |
 JP0407| DD5308 ARMY RM 2                            11.351 METERS 05019     |
 JP0407| DD5307 ARMY RM 1                             7.477 METERS 16555     |
 JP0407| JP0405 PAN                                 APPROX.16.5 KM 3565606.5 |
 JP0407|---------------------------------------------------------------------|
 JP0407
 JP0407                          SUPERSEDED SURVEY CONTROL
 JP0407
 JP0407  NAD 83(1986)-  38 35 36.35177(N)    115 50 22.49887(W) AD(       ) 2
 JP0407  NAD 27      -  38 35 36.59538(N)    115 50 19.34788(W) AD(       ) 2
 JP0407  NGVD 29 (07/19/86) 2439.7    (m)         8004.     (f) VERT ANG       
 JP0407
 JP0407.Superseded values are not recommended for survey control.
 JP0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0407.See file dsdata.txt to determine how the superseded data were derived.
 JP0407
 JP0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC0105772299(NAD 83)
 JP0407_MARKER: DD = SURVEY DISK
 JP0407_SETTING: 66 = SET IN ROCK OUTCROP
 JP0407
 JP0407  HISTORY     - Date     Condition        Report By
 JP0407  HISTORY     - 1971     MONUMENTED       USGS
 JP0407
 JP0407                          STATION DESCRIPTION
 JP0407
 JP0407'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (BAR)
 JP0407'LOCATED ABOUT 22.5 MI. SW. OF CURRANT.  ABOUT 7.5 MI. NE. OF BLACK
 JP0407'ROCK SUMMIT.  ON U.S. HIGHWAY 6 ON HIGHEST POINT OF MOUNTAIN TOP.
 JP0407'
 JP0407'REACHED BY HELICOPTER.
 JP0407'
 JP0407'STATION MARK--A STANDARD TABLET STAMPED ARMY 1967 SET IN ROCK
 JP0407'OUTCROP.
 JP0407'
 JP0407'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED RM NO 1 1967
 JP0407'SET IN ROCK OUTCROP.
 JP0407'
 JP0407'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED RM NO 2 1967
 JP0407'SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1203 ***********************************************************************
 FS1203  DESIGNATION -  ARMY RM IRON PIPE
 FS1203  PID         -  FS1203
 FS1203  STATE/COUNTY-  NV/CLARK
 FS1203  USGS QUAD   -  IVANPAH LAKE (1985)
 FS1203
 FS1203                         *CURRENT SURVEY CONTROL
 FS1203  ___________________________________________________________________
 FS1203* NAD 83(1994)-  35 36 54.80013(N)    115 23 24.49469(W)     ADJUSTED  
 FS1203* NAVD 88     -       843.     (meters)    2766.     (feet)  SCALED    
 FS1203  ___________________________________________________________________
 FS1203  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FS1203  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FS1203
 FS1203  HORZ ORDER  -  SECOND
 FS1203
 FS1203.The horizontal coordinates were established by classical geodetic methods
 FS1203.and adjusted by the National Geodetic Survey in June 1998..
 FS1203
 FS1203.The orthometric height was scaled from a topographic map.
 FS1203
 FS1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1203
 FS1203.The geoid height was determined by GEOID03.
 FS1203
 FS1203;                    North         East     Units Scale Factor Converg.
 FS1203;SPC NV E     - 8,095,998.741   217,501.741   MT  0.99990377   +0 06 45.0
 FS1203;SPC NV E     -26,561,622.54    713,586.96   sFT  0.99990377   +0 06 45.0
 FS1203;SPC CA 5     -   737,712.893 2,236,434.501   MT  1.00003576   +1 29 15.5
 FS1203;SPC CA 5     - 2,420,313.05  7,337,368.86   sFT  1.00003576   +1 29 15.5
 FS1203;UTM  11      - 3,942,465.343   645,800.858   MT  0.99986196   +0 56 15.5
 FS1203
 FS1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1203!SPC NV E     -   0.99987223  x   0.99990377  =   0.99977601
 FS1203!SPC CA 5     -   0.99987223  x   1.00003576  =   0.99990799
 FS1203!UTM  11      -   0.99987223  x   0.99986196  =   0.99973421
 FS1203
 FS1203                          SUPERSEDED SURVEY CONTROL
 FS1203
 FS1203  NAD 83(1992)-  35 36 54.79948(N)    115 23 24.49469(W) AD(1991.35) 2
 FS1203  NAD 83(1992)-  35 36 54.80129(N)    115 23 24.49306(W) AD(       ) 2
 FS1203  NAD 83(1992)-  35 36 54.79478(N)    115 23 24.49849(W) AD(       ) 2
 FS1203  NAD 83(1986)-  35 36 54.80479(N)    115 23 24.49011(W) AD(       ) 2
 FS1203  NAD 27      -  35 36 54.86460(N)    115 23 21.51790(W) AD(       ) 2
 FS1203
 FS1203.Superseded values are not recommended for survey control.
 FS1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1203.See file dsdata.txt to determine how the superseded data were derived.
 FS1203
 FS1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV4580142465(NAD 83)
 FS1203
 FS1203  HISTORY     - Date     Condition        Report By
 FS1203  HISTORY     - 1958     MONUMENTED       CGS
 FS1203
 FS1203                          STATION DESCRIPTION
 FS1203
 FS1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS1203'SEE STATION ARMY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0722 ***********************************************************************
 LQ0722  DESIGNATION -  ARNOLD
 LQ0722  PID         -  LQ0722
 LQ0722  STATE/COUNTY-  NV/WHITE PINE
 LQ0722  USGS QUAD   -  RAILROAD PASS (1985)
 LQ0722
 LQ0722                         *CURRENT SURVEY CONTROL
 LQ0722  ___________________________________________________________________
 LQ0722* NAD 83(1994)-  40 06 39.69217(N)    115 45 47.71948(W)     ADJUSTED  
 LQ0722* NAVD 88     -      1746.3    (meters)    5729.     (feet)  VERTCON   
 LQ0722  ___________________________________________________________________
 LQ0722  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 LQ0722  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 LQ0722
 LQ0722  HORZ ORDER  -  FIRST
 LQ0722
 LQ0722.The horizontal coordinates were established by classical geodetic methods
 LQ0722.and adjusted by the National Geodetic Survey in June 1998..
 LQ0722
 LQ0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0722
 LQ0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0722
 LQ0722.The geoid height was determined by GEOID03.
 LQ0722
 LQ0722;                    North         East     Units Scale Factor Converg.
 LQ0722;SPC NV E     - 8,594,954.522   184,662.202   MT  0.99990290   -0 06 57.3
 LQ0722;SPC NV E     -28,198,613.29    605,845.91   sFT  0.99990290   -0 06 57.3
 LQ0722;UTM  11      - 4,440,813.030   605,398.381   MT  0.99973675   +0 47 48.7
 LQ0722
 LQ0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0722!SPC NV E     -   0.99972921  x   0.99990290  =   0.99963214
 LQ0722!UTM  11      -   0.99972921  x   0.99973675  =   0.99946603
 LQ0722
 LQ0722|---------------------------------------------------------------------|
 LQ0722| PID    Reference Object                     Distance      Geod. Az  |
 LQ0722|                                                           dddmmss.s |
 LQ0722| DD5310 ARNOLD RM 1                           9.328 METERS 00555     |
 LQ0722| DD5311 ARNOLD RM 2                           8.635 METERS 12450     |
 LQ0722| DD5309 ARNOLD AZ MK                                       1651900.5 |
 LQ0722|---------------------------------------------------------------------|
 LQ0722
 LQ0722                          SUPERSEDED SURVEY CONTROL
 LQ0722
 LQ0722  NAD 83(1986)-  40 06 39.69076(N)    115 45 47.71457(W) AD(       ) 1
 LQ0722  NAD 27      -  40 06 39.94500(N)    115 45 44.51300(W) AD(       ) 1
 LQ0722  NGVD 29 (07/19/86) 1745.1    (m)         5725.     (f) VERT ANG       
 LQ0722
 LQ0722.Superseded values are not recommended for survey control.
 LQ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0722.See file dsdata.txt to determine how the superseded data were derived.
 LQ0722
 LQ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE0539840813(NAD 83)
 LQ0722_MARKER: DS = TRIANGULATION STATION DISK
 LQ0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0722
 LQ0722  HISTORY     - Date     Condition        Report By
 LQ0722  HISTORY     - 1947     MONUMENTED       CGS
 LQ0722
 LQ0722                          STATION DESCRIPTION
 LQ0722
 LQ0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0722'THE STATION IS ABOUT 4 MILES, AIRLINE, SOUTH OF THE HEADQUARTERS
 LQ0722'BUILDINGS OF SADDLER RANCH, 1 MILE EAST OF THE ELKO- NEWARK
 LQ0722'ROAD, ON A SAGE- COVERED RISE IN THE CENTER OF HUNTINGTON
 LQ0722'VALLEY.
 LQ0722'
 LQ0722'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF AN
 LQ0722'8 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 LQ0722'THE SURFACE OF THE GROUND AND IS 19 FEET EAST OF THE CENTER
 LQ0722'LINE OF A TRACK ROAD.  IT IS STAMPED ARNOLD 1947.
 LQ0722'
 LQ0722'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF AN
 LQ0722'8 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 LQ0722'THE SURFACE OF THE GROUND AND IS APPROXIMATELY THE SAME
 LQ0722'ELEVATION AS THE STATION MARK.  IT IS STAMPED ARNOLD NO 1
 LQ0722'1947.
 LQ0722'
 LQ0722'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 LQ0722'6 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 LQ0722'THE SURFACE OF THE GROUND AND IS APPROXIMATELY THE SAME
 LQ0722'ELEVATION AS THE STATION MARK.  IT IS STAMPED ARNOLD NO 2 1947.
 LQ0722'
 LQ0722'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12
 LQ0722'INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE
 LQ0722'SURFACE OF THE GROUND AND IS 36 FEET WEST OF THE CENTER LINE
 LQ0722'OF A TRACK ROAD.  IT IS STAMPED ARNOLD 1947.
 LQ0722'
 LQ0722'TO REACH THE STATION FROM THE SADDLER RANCH WHICH IS IN
 LQ0722'HUNTINGTON VALLEY, 49 MILES SOUTH OF ELKO GO SOUTH ON THE
 LQ0722'MAIN TRAVELED ROAD FOR 1.5 MILES TO FORKS.  TAKE THE RIGHT
 LQ0722'FORK, MAIN TRAVELED ROAD FOR 4.8 MILES TO A SIDE ROAD LEFT
 LQ0722'JUST BEFORE REACHING THE BRIDGE OVER HUNTINGTON CREEK.  TAKE
 LQ0722'LEFT FORK AND GO 0.2 MILES TO FORKS.  TAKE THE RIGHT FORK AND
 LQ0722'GO 0.2 MILES TO THE STATION ON THE LEFT.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0461 ***********************************************************************
 KP0461  SACS        -  This is a Secondary Airport Control Station.
 KP0461  DESIGNATION -  ARP
 KP0461  PID         -  KP0461
 KP0461  STATE/COUNTY-  NV/WHITE PINE
 KP0461  USGS QUAD   -  EAST ELY (1979)
 KP0461
 KP0461                         *CURRENT SURVEY CONTROL
 KP0461  ___________________________________________________________________
 KP0461* NAD 83(1999)-  39 18 06.76647(N)    114 50 33.98724(W)     ADJUSTED  
 KP0461* NAVD 88     -      1902.09   (meters)    6240.4    (feet)  GPS OBS   
 KP0461  ___________________________________________________________________
 KP0461  EPOCH DATE  -        1999.37
 KP0461  X           -  -2,076,963.010 (meters)                     COMP
 KP0461  Y           -  -4,486,161.006 (meters)                     COMP
 KP0461  Z           -   4,019,498.627 (meters)                     COMP
 KP0461  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 KP0461  ELLIP HEIGHT-        1881.70  (meters)          (10/30/00) GPS OBS
 KP0461  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 KP0461
 KP0461  HORZ ORDER  -  FIRST
 KP0461  ELLP ORDER  -  FOURTH    CLASS II
 KP0461
 KP0461.This mark is at Ely Arpt (YELLAND FLD) Airport (ELY)
 KP0461
 KP0461.The horizontal coordinates were established by GPS observations
 KP0461.and adjusted by the National Geodetic Survey in October 2000..
 KP0461.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KP0461.DATUM ITEM on the data sheet items page.
 KP0461.The horizontal coordinates are valid at the epoch date displayed above.
 KP0461.The epoch date for horizontal control is a decimal equivalence
 KP0461.of Year/Month/Day.
 KP0461
 KP0461.The orthometric height was determined by GPS observations and a
 KP0461.high-resolution geoid model.
 KP0461
 KP0461.GPS derived orthometric heights for airport stations designated as
 KP0461.PACS or SACS are published to 2 decimal places.  This maintains
 KP0461.centimeter relative accuracy between the PACS and SACS.  It does
 KP0461.not indicate centimeter accuracy relative to other marks which are
 KP0461.part of the NAVD 88 network.
 KP0461
 KP0461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KP0461
 KP0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0461
 KP0461.The ellipsoidal height was determined by GPS observations
 KP0461.and is referenced to NAD 83.
 KP0461
 KP0461.The geoid height was determined by GEOID03.
 KP0461
 KP0461;                    North         East     Units Scale Factor Converg.
 KP0461;SPC NV E     - 8,505,370.782   263,872.447   MT  0.99995022   +0 28 08.7
 KP0461;SPC NV E     -27,904,703.97    865,721.52   sFT  0.99995022   +0 28 08.7
 KP0461;UTM  11      - 4,352,495.939   686,010.386   MT  1.00002603   +1 22 00.5
 KP0461
 KP0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0461!SPC NV E     -   0.99970487  x   0.99995022  =   0.99965510
 KP0461!UTM  11      -   0.99970487  x   1.00002603  =   0.99973089
 KP0461
 KP0461                          SUPERSEDED SURVEY CONTROL
 KP0461
 KP0461  NAD 83(1994)-  39 18 06.76533(N)    114 50 33.98464(W) AD(       ) 1
 KP0461  ELLIP H (04/21/99) 1881.82   (m)                       GP(       ) 4 2
 KP0461  NAD 83(1994)-  39 18 06.76517(N)    114 50 33.98441(W) AD(       ) 2
 KP0461  ELLIP H (06/11/98) 1881.80   (m)                       GP(       ) 4 1
 KP0461  NAD 83(1994)-  39 18 06.76517(N)    114 50 33.98442(W) AD(       ) 2
 KP0461  NAD 83(1986)-  39 18 06.76486(N)    114 50 33.98849(W) AD(       ) 2
 KP0461  NGVD 29 (05/03/93) 1900.86   (m)         6236.4    (f) LEVELING    3  
 KP0461
 KP0461.Superseded values are not recommended for survey control.
 KP0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0461.See file dsdata.txt to determine how the superseded data were derived.
 KP0461
 KP0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD8601052496(NAD 83)
 KP0461_MARKER: DT = TOPOGRAPHIC STATION DISK
 KP0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0461_SP_SET: CONCRETE POST
 KP0461_STAMPING: ARP 1964
 KP0461_MARK LOGO: CGS   
 KP0461_MAGNETIC: N = NO MAGNETIC MATERIAL
 KP0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0461+STABILITY: SURFACE MOTION
 KP0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0461+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1999
 KP0461
 KP0461  HISTORY     - Date     Condition        Report By
 KP0461  HISTORY     - 1964     MONUMENTED       CGS
 KP0461  HISTORY     - 19890425 GOOD             NGS
 KP0461  HISTORY     - 19920707 GOOD
 KP0461  HISTORY     - 19990116 GOOD             NGS
 KP0461
 KP0461                          STATION DESCRIPTION
 KP0461
 KP0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KP0461'STATION IS LOCATED AT THE ELY MUNICIPAL AIRPORT LOCATED 3.5 MI
 KP0461'(5.63 KM) NORTH OF THE INTERSECTION OF US HWYS 50 AND 6 ALONG US HWY
 KP0461'93.  FROM THE AIRPORT TERMINAL BUILDING PROCEED 0.4 MI (0.64 KM) WEST
 KP0461'ALONG AN ABANDONED GRAVEL TAXIWAY TO THE STATION WHICH IS 50 FT
 KP0461'(15.24 M) NORTH OF THE NORTH EDGE OF THE GRAVEL TAXIWAY.
 KP0461'IT IS 1358 FT (413.92 M) WEST OF THE CENTERLINE OF RUNWAY 18/36 AND
 KP0461'623 FT (189.89 M) WSW OF A WINDSOCK IN A SEGMENTED CIRCLE.
 KP0461
 KP0461                          STATION RECOVERY (1989)
 KP0461
 KP0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KP0461'THE MARK IS LOCATED ON ELY AIRPORT PROPERTY ABOUT 3700 FT (1127.8 M)
 KP0461'DUE N OF THE ADMINISTRATION BUILDING.  TO REACH FROM SAID BUILDING
 KP0461'FOLLOW THE 18-36 PARALLEL TAXIWAY NNE TO THE INTERSECTION OF OLD
 KP0461'TAXIWAY ON THE LEFT, TURN LEFT AND GO WNW FOR ONE-FOURTH MILE TO A
 KP0461'LARGE ARROW AND LETTERS ARP PAINTED ON TAXIWAY.  MARK IS 70 FT (21.3
 KP0461'M) N OF THE CENTERLINE OF THE TAXIWAY AND ONE FOOT N OF A WITNESS
 KP0461'POST.  A STANDARD BRONZE TOPO DISK STAMPED ARP 1964 SET IN THE TOP OF
 KP0461'A ONE FOOT SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE
 KP0461'GROUND LEVEL.
 KP0461
 KP0461                          STATION RECOVERY (1992)
 KP0461
 KP0461'RECOVERED 1992
 KP0461'RECOVERED IN GOOD CONDITION.
 KP0461
 KP0461                          STATION RECOVERY (1999)
 KP0461
 KP0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 KP0461'STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTHEAST OF ELY, IN THE
 KP0461'CENTER OF THE ELY AIRPORT/YELLAND FIELD, ON THE NORTH SIDE OF AN
 KP0461'UNUSED TAXI, ABOUT 182 M (597.1 FT) WEST OF WIND SOCK POLE IN THE
 KP0461'SYMMETRICAL CIRCLE, IN THE NORTHWEST 1/4 OF SECTION 36, T 17 N, R 63
 KP0461'E.  OWNERSHIP--WHITE PINE COUNTY, PO BOX 659, ELY, NV 89301.  AIRPORT
 KP0461'MANAGER IS SCOTT BROWN OF EL AERO SERVICES, PHONE 702-289-8804.  TO
 KP0461'REACH FROM THE JUNCTION OF US HIGHWAYS 50 AND 93 IN ELY, GO EAST AND
 KP0461'NORTH ON HIGHWAY 93 FOR 6.50 KM (4.05 MI) TO THE PAVED AIRPORT
 KP0461'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTHWEST, ON ROAD FOR 0.11 KM
 KP0461'(0.05 MI) TO A CROSSROAD.  TURN LEFT ON DRIVE FOR 0.07 KM (0.05 MI) TO
 KP0461'THE MANAGERS OFFICE ON THE LEFT.  CONTINUE FROM THE ADMINISTRATION
 KP0461'BUILDING, FOLLOW THE 18/36 PARALLEL TAXIWAY NORTH-NORTHEAST TO THE
 KP0461'INTERSECTION OF AN OLD TAXIWAY ON THE LEFT.  TURN LEFT AND GO
 KP0461'WEST-NORTHWEST FOR 0.4 KM (0.25 MI) TO A LARGE ARROW AND LETTERS ARP
 KP0461'PAINTED ON THE TAXIWAY.  STATION MARK IS A DISK SET IN THE TOP OF A
 KP0461'30-CM SQUARE CONCRETE POST PROJECTING 7 CM ABOVE GROUND.  IT IS 13.6 M
 KP0461'(44.6 FT) NORTH OF THE NORTH EDGE OF THE OLD TAXI, 0.9 M (3.0 FT) EAST
 KP0461'OF A FIBERGLASS WITNESS POST, AND 1.1 M (3.6 FT) SOUTH OF A FIBERGLASS
 KP0461'WITNESS POST.  NOTE-- THIS STATION IS DESIGNATED A SECONDARY AIRPORT
 KP0461'CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7737 ***********************************************************************
 AC7737  DESIGNATION -  ARP 2 EKO
 AC7737  PID         -  AC7737
 AC7737  STATE/COUNTY-  NV/ELKO
 AC7737  USGS QUAD   -  ELKO WEST (1975)
 AC7737
 AC7737                         *CURRENT SURVEY CONTROL
 AC7737  ___________________________________________________________________
 AC7737* NAD 83(1999)-  40 49 22.60614(N)    115 47 25.41188(W)     ADJUSTED  
 AC7737* NAVD 88     -      1538.1    (meters)    5046.     (feet)  GPS OBS   
 AC7737  ___________________________________________________________________
 AC7737  EPOCH DATE  -        1999.37
 AC7737  X           -  -2,103,445.949 (meters)                     COMP
 AC7737  Y           -  -4,353,049.637 (meters)                     COMP
 AC7737  Z           -   4,148,557.329 (meters)                     COMP
 AC7737  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AC7737  ELLIP HEIGHT-        1519.45  (meters)          (10/30/00) GPS OBS
 AC7737  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 AC7737
 AC7737  HORZ ORDER  -  THIRD
 AC7737  ELLP ORDER  -  FOURTH    CLASS II
 AC7737
 AC7737.This mark is at Elko Mun-J C Harris Fld Airport (EKO)
 AC7737
 AC7737.The horizontal coordinates were established by GPS observations
 AC7737.and adjusted by the National Geodetic Survey in October 2000..
 AC7737.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC7737.DATUM ITEM on the data sheet items page.
 AC7737.The horizontal coordinates are valid at the epoch date displayed above.
 AC7737.The epoch date for horizontal control is a decimal equivalence
 AC7737.of Year/Month/Day.
 AC7737
 AC7737.The orthometric height was determined by GPS observations and a
 AC7737.high-resolution geoid model.
 AC7737
 AC7737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7737
 AC7737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7737
 AC7737.The ellipsoidal height was determined by GPS observations
 AC7737.and is referenced to NAD 83.
 AC7737
 AC7737.The geoid height was determined by GEOID03.
 AC7737
 AC7737;                    North         East     Units Scale Factor Converg.
 AC7737;SPC NV E     - 8,674,005.968   182,534.272   MT  0.99990375   -0 08 07.3
 AC7737;SPC NV E     -28,457,967.91    598,864.52   sFT  0.99990375   -0 08 07.3
 AC7737;UTM  11      - 4,519,806.643   602,002.724   MT  0.99972806   +0 47 26.9
 AC7737
 AC7737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7737!SPC NV E     -   0.99976171  x   0.99990375  =   0.99966548
 AC7737!UTM  11      -   0.99976171  x   0.99972806  =   0.99948984
 AC7737
 AC7737                          SUPERSEDED SURVEY CONTROL
 AC7737
 AC7737  NAD 83(1994)-  40 49 22.60502(N)    115 47 25.40963(W) AD(       ) 3
 AC7737  ELLIP H (02/02/99) 1519.53   (m)                       GP(       ) 4 2
 AC7737
 AC7737.Superseded values are not recommended for survey control.
 AC7737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7737.See file dsdata.txt to determine how the superseded data were derived.
 AC7737
 AC7737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0200319807(NAD 83)
 AC7737_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7737_STAMPING: ARP 2 EKO 1973
 AC7737_MARK LOGO: CGS   
 AC7737_PROJECTION: FLUSH
 AC7737_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7737+STABILITY: SURFACE MOTION
 AC7737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7737+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1998
 AC7737
 AC7737  HISTORY     - Date     Condition        Report By
 AC7737  HISTORY     - 1973     MONUMENTED       CGS
 AC7737  HISTORY     - 19810630 GOOD             NGS
 AC7737  HISTORY     - 19981210 GOOD             NGS
 AC7737
 AC7737                          STATION DESCRIPTION
 AC7737
 AC7737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AC7737'THE STATION IS LOCATED AT THE ELKO MUNICIPAL AIRPORT NEAR MIDFIELD ON
 AC7737'THE SOUTH SIDE OF THE RUNWAY, 225.0 FT (68.6 M) SOUTH OF THE RUNWAY
 AC7737'CENTERLINE AND 151.4 FT (46.1 M) SOUTH-SOUTHWEST OF THE FIRST RUNWAY
 AC7737'LIGHT EAST OF THE CENTERLINE OF A SHORT N-S TAXIWAY ON THE SOUTH SIDE
 AC7737'OF THE RUNWAY.  STATION IS 7 FT (2.1 M) NORTH OF A WITNESS POST.  THE
 AC7737'STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE
 AC7737'MONUMENT FLUSH WITH THE GROUND AND STAMPED ARP 2 EKO 1973.
 AC7737
 AC7737                          STATION RECOVERY (1998)
 AC7737
 AC7737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ED)
 AC7737'THE STATION IS LOCATED AT THE ELKO MUNICIPAL AIRPORT NEAR MIDFIELD ON
 AC7737'THE SOUTH SIDE OF RUNWAY.  TO REACH FROM THE FAA BUILDING ON THE WEST
 AC7737'SIDE OF RAMP, TRAVEL ON WEST TAXIWAY A FOR .55 MI (0.89 KM) TO TAXIWAY
 AC7737'F, TURN LEFT ON TAXIWAY F AND TRAVEL FOR .15 MI (0.24 KM) CROSSING
 AC7737'RUNWAY, TURN RIGHT AND TRAVEL FOR 200 FT (61.0 M) TO THE STATION ON
 AC7737'THE LEFT.  THE STATION IS A STANDARD TOPO DISK SET IN CONCRETE POST
 AC7737'FLUSH WITH THE GROUND.  IT IS 153.7 FT (46.8 M) SOUTHWEST OF FIRST
 AC7737'RUNWAY WEST OF THE CONNECTOR TAXIWAY, 176.2 FT (53.7 M) NORTHWEST OF A
 AC7737'FENCE POST ON TOP OF A DRAINAGE PIPE RUNNING UNDER FENCE, 101.5 FT
 AC7737'(30.9 M) NORTHEAST OF A CHAIN LINK PERIMETER FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7744 ***********************************************************************
 AC7744  DESIGNATION -  ARP 3
 AC7744  PID         -  AC7744
 AC7744  STATE/COUNTY-  NV/CLARK
 AC7744  USGS QUAD   -  LAS VEGAS SW (1984)
 AC7744
 AC7744                         *CURRENT SURVEY CONTROL
 AC7744  ___________________________________________________________________
 AC7744* NAD 83(1999)-  36 04 47.79017(N)    115 09 10.84484(W)     ADJUSTED  
 AC7744* NAVD 88     -       646.3    (meters)    2120.     (feet)  GPS OBS   
 AC7744  ___________________________________________________________________
 AC7744  EPOCH DATE  -        1999.37
 AC7744  X           -  -2,193,735.386 (meters)                     COMP
 AC7744  Y           -  -4,671,866.064 (meters)                     COMP
 AC7744  Z           -   3,735,728.389 (meters)                     COMP
 AC7744  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 AC7744  ELLIP HEIGHT-         618.29  (meters)          (10/30/00) GPS OBS
 AC7744  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AC7744
 AC7744  HORZ ORDER  -  FIRST
 AC7744  ELLP ORDER  -  FOURTH    CLASS II
 AC7744
 AC7744.This mark is at Mccarran Intl Airport (LAS)
 AC7744
 AC7744.The horizontal coordinates were established by GPS observations
 AC7744.and adjusted by the National Geodetic Survey in October 2000..
 AC7744.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC7744.DATUM ITEM on the data sheet items page.
 AC7744.The horizontal coordinates are valid at the epoch date displayed above.
 AC7744.The epoch date for horizontal control is a decimal equivalence
 AC7744.of Year/Month/Day.
 AC7744
 AC7744.The orthometric height was determined by GPS observations and a
 AC7744.high-resolution geoid model.
 AC7744
 AC7744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7744
 AC7744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7744
 AC7744.The ellipsoidal height was determined by GPS observations
 AC7744.and is referenced to NAD 83.
 AC7744
 AC7744.The geoid height was determined by GEOID03.
 AC7744
 AC7744;                    North         East     Units Scale Factor Converg.
 AC7744;SPC NV E     - 8,147,625.609   238,756.358   MT  0.99991850   +0 15 12.3
 AC7744;SPC NV E     -26,731,001.69    783,319.82   sFT  0.99991850   +0 15 12.3
 AC7744;UTM  11      - 3,994,394.124   666,305.332   MT  0.99994079   +1 05 16.7
 AC7744
 AC7744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7744!SPC NV E     -   0.99990297  x   0.99991850  =   0.99982148
 AC7744!UTM  11      -   0.99990297  x   0.99994079  =   0.99984377
 AC7744
 AC7744                          SUPERSEDED SURVEY CONTROL
 AC7744
 AC7744  NAD 83(1994)-  36 04 47.78944(N)    115 09 10.84266(W) AD(       ) 1
 AC7744  ELLIP H (09/01/99)  618.37   (m)                       GP(       ) 4 2
 AC7744
 AC7744.Superseded values are not recommended for survey control.
 AC7744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7744.See file dsdata.txt to determine how the superseded data were derived.
 AC7744
 AC7744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6630594394(NAD 83)
 AC7744_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7744_SETTING: 0 = UNSPECIFIED SETTING
 AC7744_SP_SET: CONCRETE ROOF
 AC7744_STAMPING: ARP 1 1966
 AC7744_MARK LOGO: CGS   
 AC7744_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7744+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2005
 AC7744
 AC7744  HISTORY     - Date     Condition        Report By
 AC7744  HISTORY     - 1966     MONUMENTED       CGS
 AC7744  HISTORY     - 19950322 GOOD             NGS
 AC7744  HISTORY     - 19990629 GOOD             NGS
 AC7744  HISTORY     - 20050323 GOOD             NGS
 AC7744
 AC7744                          STATION DESCRIPTION
 AC7744
 AC7744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AC7744'STATION IS LOCATED AT MCCARRAN INTERNATIONAL AIRPORT IN THE ROOF OF A
 AC7744'ELECTRICAL VAULT BUILDING, NEAR THE NORTHWEST CORNER OF THE BUILDING.
 AC7744'IT IS ABOUT 1250 FT (381.0 M) SOUTHWEST OF THE CONTROL TOWER, 200 FT
 AC7744'(61.0 M) NORTHEAST OF A NORTHWEST-SOUTHEAST TAXIWAY AND 250 FT (76.2
 AC7744'M) NORTHWEST OF A NORTHEAST-SOUTHWEST TAXIWAY.  THE MARK IS A
 AC7744'TOPOGRAPHIC DISK STAMPED ARP 3 1966 SET IN A DRILL HOLE IN THE
 AC7744'CONCRETE ROOF.
 AC7744
 AC7744                          STATION RECOVERY (1999)
 AC7744
 AC7744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AC7744'NOTE--MARK IS IN A CONCRETE ROOF OF AN ELECTRICAL VAULT BUILDING.
 AC7744'THERE IS A LADDER AT THE BUILDING.  VEHICLE CAN BE BACKED UP TO ROOF
 AC7744'IF LADDER IS GONE.  ESCORT REQUIRED TO REACH STATION.  CALL AT LEAST
 AC7744'48 HOURS IN ADVANCE SO SCHEDULE CAN BE MADE.  STATION IS LOCATED ABOUT
 AC7744'11 KM (6.85 MI) SOUTH OF DOWNTOWN LAS VEGAS, AT MC CARRAN
 AC7744'INTERNATIONAL AIRPORT, 0.4 KM (0.25 MI) SOUTH-SOUTHWEST OF THE CONTROL
 AC7744'TOWER, 250 M (820.2 FT) SOUTHEAST OF THE CRASH, FIRE AND RESCUE (CFR)
 AC7744'BUILDING, ON THE EAST SIDE OF ALPHA 4 TAXI, BETWEEN BRAVO AND CHARLIE
 AC7744'TAXIS, NEAR THE NORTHWEST CORNER OF THE 6.5 M (21.3 FT) X 13 M (42.7
 AC7744'FT) ONE-STORY ELECTRICAL VAULT, IN EAST CENTRAL SECTION 33, T 21 S, R
 AC7744'61 E.  OWNERSHIP--CLARK COUNTY, PO BOX 11005, LAS VEGAS, NV 89111.
 AC7744'AIRPORT COORDINATOR IS DON HAUTH, PHONE 702-261-5605 OR 261-5119.
 AC7744'NOTE--JIM TURNER OF THE CLARK COUNTY SURVEYORS OFFICE (PHONE
 AC7744'702-455-7726) ALSO HAS ACCESS TO THE STATION.  TO REACH FROM THE
 AC7744'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND TROPICANA AVENUE
 AC7744'(EXIT 37) , ABOUT 10 KM (6.20 MI) SOUTH OF DOWNTOWN, GO EAST ON
 AC7744'TROPICANA AVENUE FOR 2.7 KM (1.65 MI) TO A CROSSROAD.  TURN RIGHT,
 AC7744'SOUTH, ON PARADISE ROAD FOR 1.7 KM (1.05 MI) TO THE TERMINAL BUILDING
 AC7744'AREA.  (IF COUNTY SURVEYOR ESCORTS YOU, AFTER TURNING RIGHT ON
 AC7744'PARADISE ROAD, GO 0.3 KM (0.20 MI) TO A ROAD RIGHT.  TURN RIGHT, WEST,
 AC7744'ON GUS GIUFFRE DRIVE FOR 0.15 KM (0.10 MI) TO GATE 56 AND A COUNTY
 AC7744'OFFICE ON THE RIGHT) .  STATION MARK IS A DISK SET IN A DRILL HOLE IN
 AC7744'THE 25 CM THICK CONCRETE ROOF OF THE ELECTRICAL VAULT.  IT IS 1.15 M
 AC7744'(3.77 FT) EAST OF THE WEST EDGE OF THE ROOF, AND 1.2 M (3.9 FT) SOUTH
 AC7744'OF THE NORTH EDGE. NOTE--WILL NEED SANDBAGS, ETC., FOR TRIPOD IN WINDY
 AC7744'WEATHER (ALSO JET RUNUP BLASTS) .  THIS IS A SECONDARY AIRPORT CONTROL
 AC7744'STATION.
 AC7744
 AC7744                          STATION RECOVERY (2005)
 AC7744
 AC7744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DLA)
 AC7744'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0670 ***********************************************************************
 GR0670  DESIGNATION -  ARRO
 GR0670  PID         -  GR0670
 GR0670  STATE/COUNTY-  NV/CLARK
 GR0670  USGS QUAD   -  APEX (1986)
 GR0670
 GR0670                         *CURRENT SURVEY CONTROL
 GR0670  ___________________________________________________________________
 GR0670* NAD 83(1994)-  36 21 49.85931(N)    114 54 04.13463(W)     ADJUSTED  
 GR0670* NAVD 88     -       704.701  (meters)    2312.01   (feet)  ADJUSTED  
 GR0670  ___________________________________________________________________
 GR0670  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 GR0670  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GR0670  DYNAMIC HT  -         703.989 (meters)    2309.67  (feet)  COMP
 GR0670  MODELED GRAV-     979,599.9   (mgal)                       NAVD 88
 GR0670
 GR0670  HORZ ORDER  -  SECOND
 GR0670  VERT ORDER  -  FIRST     CLASS II
 GR0670
 GR0670.The horizontal coordinates were established by classical geodetic methods
 GR0670.and adjusted by the National Geodetic Survey in June 1998..
 GR0670
 GR0670.The orthometric height was determined by differential leveling
 GR0670.and adjusted by the National Geodetic Survey in June 1991..
 GR0670
 GR0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0670
 GR0670.The geoid height was determined by GEOID03.
 GR0670
 GR0670.The dynamic height is computed by dividing the NAVD 88
 GR0670.geopotential number by the normal gravity value computed on the
 GR0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0670.degrees latitude (g = 980.6199 gals.).
 GR0670
 GR0670.The modeled gravity was interpolated from observed gravity values.
 GR0670
 GR0670;                    North         East     Units Scale Factor Converg.
 GR0670;SPC NV E     - 8,179,256.165   261,218.827   MT  0.99994616   +0 24 16.2
 GR0670;SPC NV E     -26,834,776.27    857,015.43   sFT  0.99994616   +0 24 16.2
 GR0670;UTM  11      - 4,026,351.406   688,304.356   MT  1.00003690   +1 14 41.3
 GR0670
 GR0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0670!SPC NV E     -   0.99989370  x   0.99994616  =   0.99983987
 GR0670!UTM  11      -   0.99989370  x   1.00003690  =   0.99993060
 GR0670
 GR0670|---------------------------------------------------------------------|
 GR0670| PID    Reference Object                     Distance      Geod. Az  |
 GR0670|                                                           dddmmss.s |
 GR0670| GR0669 ARRO RM 1                             9.994 METERS 03411     |
 GR0670| GR0671 ARRO RM 2                             7.620 METERS 13045     |
 GR0670| CC6560 T18S R63E SECS 23 24 25 26                         2113920.8 |
 GR0670|---------------------------------------------------------------------|
 GR0670
 GR0670                          SUPERSEDED SURVEY CONTROL
 GR0670
 GR0670  NAD 83(1994)-  36 21 49.85941(N)    114 54 04.13421(W) AD(       ) 2
 GR0670  NAD 83(1992)-  36 21 49.86171(N)    114 54 04.13697(W) AD(       ) 2
 GR0670  NAD 83(1992)-  36 21 49.86156(N)    114 54 04.13725(W) AD(       ) 2
 GR0670  NAD 83(1986)-  36 21 49.85071(N)    114 54 04.11892(W) AD(       ) 2
 GR0670  NAD 27      -  36 21 49.96000(N)    114 54 01.10700(W) AD(       ) 2
 GR0670  NGVD 29 (??/??/92)  703.998  (m)         2309.70   (f) ADJ UNCH    1 2
 GR0670
 GR0670.Superseded values are not recommended for survey control.
 GR0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0670.See file dsdata.txt to determine how the superseded data were derived.
 GR0670
 GR0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8830426351(NAD 83)
 GR0670_MARKER: DS = TRIANGULATION STATION DISK
 GR0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0670_STAMPING: ARRO 1957
 GR0670_MARK LOGO: CGS   
 GR0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0670+STABILITY: SURFACE MOTION
 GR0670
 GR0670  HISTORY     - Date     Condition        Report By
 GR0670  HISTORY     - 1957     MONUMENTED       CGS
 GR0670  HISTORY     - 1957     GOOD             CGS
 GR0670  HISTORY     - 1981     GOOD             LOCSUR
 GR0670  HISTORY     - 1981     GOOD             LOCSUR
 GR0670  HISTORY     - 1983     GOOD             NGS
 GR0670
 GR0670                          STATION DESCRIPTION
 GR0670
 GR0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR0670'THE STATION IS LOCATED ABOUT 18 MILES NORTHEAST OF LAS VEGAS
 GR0670'AND ABOUT 7 MILES SOUTHWEST OF DRY LAKE, AT THE SUMMIT OF
 GR0670'A SLIGHT RISE.
 GR0670'
 GR0670'TO REACH FROM DRY LAKE, GO SOUTHWEST ON U.S. HIGHWAY 91 FOR
 GR0670'7.2 MILES TO THE STATION ON THE RIGHT.  IT IS 0.9 MILE
 GR0670'NORTHEAST FROM THE RAILROAD CROSSING WHICH IS JUST SOUTH OF
 GR0670'THE U.S. LIME PRODUCTS CORPORATION.
 GR0670'
 GR0670'THE STATION MARK, STAMPED ARRO 1957, IS A STANDARD BRONZE
 GR0670'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 GR0670'IT IS 138 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 GR0670'
 GR0670'REFERENCE MARK NO. 1, STAMPED ARRO NO 1 1957, IS A STANDARD
 GR0670'BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1
 GR0670'INCH.
 GR0670'
 GR0670'REFERENCE MARK NO. 2, STAMPED ARRO NO 2 1957, IS A STANDARD
 GR0670'BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GR0670'1 INCH.
 GR0670
 GR0670                          STATION RECOVERY (1957)
 GR0670
 GR0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GR0670'20.9 MI NE FROM LAS VEGAS.
 GR0670'20.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0670'AT LAS VEGAS, AT THE TOP OF A SMALL GRAVEL KNOLL, 387 FEET WEST OF THE
 GR0670'WEST RAIL, 139 FEET WEST OF CENTER LINE OF U.S. HIGHWAY 91, 19.5 FEET
 GR0670'SOUTHWEST OF A WITNESS POST, SET IN TOP OF A CONCRETE POST AND
 GR0670'PROJECTS 0.4 FOOT.
 GR0670
 GR0670                          STATION RECOVERY (1981)
 GR0670
 GR0670'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 GR0670'RECOVERED IN GOOD CONDITION.
 GR0670
 GR0670                          STATION RECOVERY (1981)
 GR0670
 GR0670'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 GR0670'RECOVERED IN GOOD CONDITION.
 GR0670
 GR0670                          STATION RECOVERY (1983)
 GR0670
 GR0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0670'RECOVERED IN GOOD CONDITION. THE 1957 DESCRIPTION IS ADEQUATE.  ADD
 GR0670'69.6 METERS (228.5 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND
 GR0670'LANE OF INTERSTATE HIGHWAY 15, 8.4 METERS (27.5 FT) SOUTHEAST OF THE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0669 ***********************************************************************
 GR0669  DESIGNATION -  ARRO RM 1
 GR0669  PID         -  GR0669
 GR0669  STATE/COUNTY-  NV/CLARK
 GR0669  USGS QUAD   -  APEX (1986)
 GR0669
 GR0669                         *CURRENT SURVEY CONTROL
 GR0669  ___________________________________________________________________
 GR0669* NAD 83(1986)-  36 21 50.     (N)    114 54 04.     (W)     SCALED    
 GR0669* NAVD 88     -       704.361  (meters)    2310.89   (feet)  POSTED    
 GR0669  ___________________________________________________________________
 GR0669  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GR0669  DYNAMIC HT  -         703.650 (meters)    2308.56  (feet)  COMP
 GR0669  MODELED GRAV-     979,600.0   (mgal)                       NAVD 88
 GR0669
 GR0669  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0669
 GR0669.The horizontal coordinates were scaled from a topographic map and have
 GR0669.an estimated accuracy of +/- 6 seconds.
 GR0669
 GR0669.The orthometric height was determined by differential leveling
 GR0669.and adjusted by the National Geodetic Survey in 1992..
 GR0669.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0669.rate of 2.1 thru 3.0 mm/km.
 GR0669
 GR0669.The geoid height was determined by GEOID03.
 GR0669
 GR0669.The dynamic height is computed by dividing the NAVD 88
 GR0669.geopotential number by the normal gravity value computed on the
 GR0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0669.degrees latitude (g = 980.6199 gals.).
 GR0669
 GR0669.The modeled gravity was interpolated from observed gravity values.
 GR0669
 GR0669;                    North         East    Units  Estimated Accuracy
 GR0669;SPC NV E     - 8,179,260.      261,220.      MT  (+/- 180 meters Scaled)
 GR0669
 GR0669                          SUPERSEDED SURVEY CONTROL
 GR0669
 GR0669  NGVD 29 (??/??/92)  703.658  (m)         2308.58   (f) ADJ UNCH    2 0
 GR0669
 GR0669.Superseded values are not recommended for survey control.
 GR0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0669.See file dsdata.txt to determine how the superseded data were derived.
 GR0669
 GR0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA883263(NAD 83)
 GR0669_MARKER: DR = REFERENCE MARK DISK
 GR0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0669_STAMPING: ARRO NO 1 1957
 GR0669_MARK LOGO: CGS   
 GR0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0669+STABILITY: SURFACE MOTION
 GR0669
 GR0669  HISTORY     - Date     Condition        Report By
 GR0669  HISTORY     - 1957     MONUMENTED       CGS
 GR0669  HISTORY     - 1983     GOOD             NGS
 GR0669
 GR0669                          STATION DESCRIPTION
 GR0669
 GR0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0669'20.9 MI NE FROM LAS VEGAS.
 GR0669'20.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0669'AT LAS VEGAS, AT THE TOP OF A SMALL GRAVEL KNOLL, 387 FEET WEST OF THE
 GR0669'WEST RAIL, 139 FEET WEST OF CENTER LINE OF U.S. HIGHWAY 91, 32.8 FEET
 GR0669'NORTH OF STATION ARRO 1957, SET IN TOP OF A CONCRETE POST AND FLUSH
 GR0669'WITH THE GROUND.
 GR0669
 GR0669                          STATION RECOVERY (1983)
 GR0669
 GR0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0669'RECOVERED IN GOOD CONDITION. THE 1957 DESCRIPTION IS ADEQUATE.  ADD
 GR0669'71.0 METERS (233 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND
 GR0669'LANES OF INTERSTATE HIGHWAY 15, 9.7 METERS (32 FT) SOUTHEAST OF THE
 GR0669'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0671 ***********************************************************************
 GR0671  DESIGNATION -  ARRO RM 2
 GR0671  PID         -  GR0671
 GR0671  STATE/COUNTY-  NV/CLARK
 GR0671  USGS QUAD   -  APEX (1986)
 GR0671
 GR0671                         *CURRENT SURVEY CONTROL
 GR0671  ___________________________________________________________________
 GR0671* NAD 83(1986)-  36 21 50.     (N)    114 54 04.     (W)     SCALED    
 GR0671* NAVD 88     -       704.935  (meters)    2312.77   (feet)  POSTED    
 GR0671  ___________________________________________________________________
 GR0671  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GR0671  DYNAMIC HT  -         704.220 (meters)    2310.43  (feet)  COMP
 GR0671  MODELED GRAV-     979,600.0   (mgal)                       NAVD 88
 GR0671
 GR0671  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0671
 GR0671.The horizontal coordinates were scaled from a topographic map and have
 GR0671.an estimated accuracy of +/- 6 seconds.
 GR0671
 GR0671.The orthometric height was determined by differential leveling
 GR0671.and adjusted by the National Geodetic Survey in 1992..
 GR0671.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0671.rate of 2.1 thru 3.0 mm/km.
 GR0671
 GR0671.The geoid height was determined by GEOID03.
 GR0671
 GR0671.The dynamic height is computed by dividing the NAVD 88
 GR0671.geopotential number by the normal gravity value computed on the
 GR0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0671.degrees latitude (g = 980.6199 gals.).
 GR0671
 GR0671.The modeled gravity was interpolated from observed gravity values.
 GR0671
 GR0671;                    North         East    Units  Estimated Accuracy
 GR0671;SPC NV E     - 8,179,260.      261,220.      MT  (+/- 180 meters Scaled)
 GR0671
 GR0671                          SUPERSEDED SURVEY CONTROL
 GR0671
 GR0671  NGVD 29 (??/??/92)  704.233  (m)         2310.47   (f) ADJ UNCH    2 0
 GR0671
 GR0671.Superseded values are not recommended for survey control.
 GR0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0671.See file dsdata.txt to determine how the superseded data were derived.
 GR0671
 GR0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA883263(NAD 83)
 GR0671_MARKER: DR = REFERENCE MARK DISK
 GR0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0671_STAMPING: ARRO NO 2 1957
 GR0671_MARK LOGO: CGS   
 GR0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0671+STABILITY: SURFACE MOTION
 GR0671
 GR0671  HISTORY     - Date     Condition        Report By
 GR0671  HISTORY     - 1957     MONUMENTED       CGS
 GR0671  HISTORY     - 1983     GOOD             NGS
 GR0671
 GR0671                          STATION DESCRIPTION
 GR0671
 GR0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0671'20.9 MI NE FROM LAS VEGAS.
 GR0671'20.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0671'AT LAS VEGAS, AT THE TOP OF A SMALL GRAVEL KNOLL, 362 FEET WEST OF THE
 GR0671'WEST RAIL, 14 FEET WEST OF CENTER LINE U.S. HIGHWAY 91, 25 FEET
 GR0671'SOUTHEAST OF STATION ARRO 1957, SET IN TOP OF A CONCRETE POST
 GR0671'PROJECTING 0.2 FOOT.
 GR0671
 GR0671                          STATION RECOVERY (1983)
 GR0671
 GR0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0671'RECOVERED IN GOOD CONDITION. THE 1957 DESCRIPTION IS ADEQUATE.  ADD
 GR0671'77.1 METERS (253 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND
 GR0671'LANES OF INTERSTATE HIGHWAY 15, 15.8 METERS (52 FT) SOUTHEAST OF THE
 GR0671'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1908 ***********************************************************************
 KR1908  DESIGNATION -  ARTESIA
 KR1908  PID         -  KR1908
 KR1908  STATE/COUNTY-  NV/DOUGLAS
 KR1908  USGS QUAD   -  LINCOLN FLAT (1993)
 KR1908
 KR1908                         *CURRENT SURVEY CONTROL
 KR1908  ___________________________________________________________________
 KR1908* NAD 83(1994)-  39 01 44.31628(N)    119 22 17.08401(W)     ADJUSTED  
 KR1908* NAVD 88     -      2108.8    (meters)    6919.     (feet)  VERTCON   
 KR1908  ___________________________________________________________________
 KR1908  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 KR1908  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KR1908
 KR1908  HORZ ORDER  -  THIRD
 KR1908
 KR1908.The horizontal coordinates were established by classical geodetic methods
 KR1908.and adjusted by the National Geodetic Survey in June 1998..
 KR1908
 KR1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1908
 KR1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1908
 KR1908.The geoid height was determined by GEOID03.
 KR1908
 KR1908;                    North         East     Units Scale Factor Converg.
 KR1908;SPC NV W     - 4,475,110.558   731,765.787   MT  0.99995731   -0 29 46.6
 KR1908;SPC NV W     -14,682,091.89  2,400,801.59   sFT  0.99995731   -0 29 46.6
 KR1908;UTM  11      - 4,322,668.057   294,726.781   MT  1.00011888   -1 29 37.8
 KR1908
 KR1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1908!SPC NV W     -   0.99967307  x   0.99995731  =   0.99963040
 KR1908!UTM  11      -   0.99967307  x   1.00011888  =   0.99979192
 KR1908
 KR1908                          SUPERSEDED SURVEY CONTROL
 KR1908
 KR1908  NAD 83(1986)-  39 01 44.31569(N)    119 22 17.06240(W) AD(       ) 3
 KR1908  NGVD 29 (03/15/94) 2107.7    (m)         6915.     (f) VERT ANG       
 KR1908
 KR1908.Superseded values are not recommended for survey control.
 KR1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1908.See file dsdata.txt to determine how the superseded data were derived.
 KR1908
 KR1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD9472722668(NAD 83)
 KR1908_MARKER: DS = TRIANGULATION STATION DISK
 KR1908_SETTING: 80 = SET IN A BOULDER
 KR1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1908+STABILITY: SURFACE MOTION
 KR1908
 KR1908  HISTORY     - Date     Condition        Report By
 KR1908  HISTORY     - 1955     MONUMENTED       USGS
 KR1908
 KR1908                          STATION DESCRIPTION
 KR1908
 KR1908'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KR1908'LOCATED ABOUT 4 MI N. OF ARTESIA LAKE AND RANCH, 1.5 MI NNW. OF
 KR1908'BUCKSKIN MINE.  ON NORTH AND HIGHEST POINT OF TWO TOPS.
 KR1908'
 KR1908'TO REACH FROM RANGER STATION IN WELLINGTON, DRIVE 1.5 MI NW. ON
 KR1908'STATE HWY. 3 THROUGH WELLINGTON TO JCT. WITH T-RD. N.
 KR1908'(ARTESIA-BUCKSKIN MINE RD.), 7.2 MI TO T-RD. S.  TURN LEFT W. AND
 KR1908'N. 7.3 MI TO T-RD. E., CONTINUE N. (STRAIGHT) 4.1 MI TO Y-RD.
 KR1908'TURN RIGHT 0.9 MI TO Y-RD.  TURN RIGHT 1.3 MI PAST RANCH HOUSE
 KR1908'(ONLY ONE IN VICINITY) WHICH IS ABOUT 3 MI WNW. OF STATION (HILL
 KR1908'IS EASILY VISIBLE FROM RANCH HOUSE), CONTINUE ON MAIN RD. 2 MI TO
 KR1908'T-RD. E.  TURN RIGHT E. AND S. 1.4 MI TO Y-RD.  TURN LEFT 0.4 MI
 KR1908'TO WHERE TRAIL TURNS N. (4-WHEEL DRIVE FROM THIS POINT).  TURN
 KR1908'RIGHT (S.) CROSS-COUNTRY UP EAST SIDE OF MAIN DRAIN TOWARD TOP
 KR1908'2.6 MI TO SADDLE JUST W. OF TOP.  PACK E. TO TOP AND STATION.  A
 KR1908'10-MINUTE PACK.
 KR1908'
 KR1908'STATION MARK--STANDARD TABLET STAMPED---ARTESIA 1955---, IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1293 ***********************************************************************
 KR1293  DESIGNATION -  ASC 4 1
 KR1293  PID         -  KR1293
 KR1293  STATE/COUNTY-  NV/WASHOE
 KR1293  USGS QUAD   -  PATRICK (1980)
 KR1293
 KR1293                         *CURRENT SURVEY CONTROL
 KR1293  ___________________________________________________________________
 KR1293* NAD 83(1994)-  39 34 06.49095(N)    119 30 22.28741(W)     ADJUSTED  
 KR1293* NAVD 88     -      1304.963  (meters)    4281.37   (feet)  ADJUSTED  
 KR1293  ___________________________________________________________________
 KR1293  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 KR1293  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KR1293  DYNAMIC HT  -        1303.774 (meters)    4277.47  (feet)  COMP
 KR1293  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 KR1293
 KR1293  HORZ ORDER  -  SECOND
 KR1293  VERT ORDER  -  SECOND    CLASS 0
 KR1293
 KR1293.The horizontal coordinates were established by classical geodetic methods
 KR1293.and adjusted by the National Geodetic Survey in June 1998..
 KR1293
 KR1293.The orthometric height was determined by differential leveling
 KR1293.and adjusted by the National Geodetic Survey in June 1991..
 KR1293
 KR1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1293
 KR1293.The geoid height was determined by GEOID03.
 KR1293
 KR1293.The dynamic height is computed by dividing the NAVD 88
 KR1293.geopotential number by the normal gravity value computed on the
 KR1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1293.degrees latitude (g = 980.6199 gals.).
 KR1293
 KR1293.The modeled gravity was interpolated from observed gravity values.
 KR1293
 KR1293;                    North         East     Units Scale Factor Converg.
 KR1293;SPC NV W     - 4,535,111.001   720,707.077   MT  0.99997738   -0 35 16.4
 KR1293;SPC NV W     -14,878,943.34  2,364,519.80   sFT  0.99997738   -0 35 16.4
 KR1293;UTM  11      - 4,382,863.632   284,718.665   MT  1.00017064   -1 35 49.4
 KR1293
 KR1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1293!SPC NV W     -   0.99979908  x   0.99997738  =   0.99977646
 KR1293!UTM  11      -   0.99979908  x   1.00017064  =   0.99996968
 KR1293
 KR1293                          SUPERSEDED SURVEY CONTROL
 KR1293
 KR1293  NAD 83(1992)-  39 34 06.49756(N)    119 30 22.28110(W) AD(       ) 2
 KR1293  NAD 83(1986)-  39 34 06.49883(N)    119 30 22.27084(W) AD(       ) 2
 KR1293  NAD 27      -  39 34 06.81220(N)    119 30 18.62350(W) AD(       ) 2
 KR1293  NGVD 29 (??/??/92) 1303.902  (m)         4277.89   (f) ADJ UNCH    2 0
 KR1293
 KR1293.Superseded values are not recommended for survey control.
 KR1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1293.See file dsdata.txt to determine how the superseded data were derived.
 KR1293
 KR1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8471982864(NAD 83)
 KR1293_MARKER: DD = SURVEY DISK
 KR1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1293_STAMPING: A.S.C. 4-1
 KR1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1293+STABILITY: SURFACE MOTION
 KR1293
 KR1293  HISTORY     - Date     Condition        Report By
 KR1293  HISTORY     - 1958     MONUMENTED       CGS
 KR1293  HISTORY     - 1958     GOOD             NGS
 KR1293  HISTORY     - 1976     SEE DESCRIPTION  USGS
 KR1293
 KR1293                          STATION DESCRIPTION
 KR1293
 KR1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1293'ABOUT 0.15 MILE WEST-NORTHWEST OF THE 102 RANCH CAFE AND
 KR1293'TRAILER PARK, 168 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 KR1293'40 (WEST BOUND LANE), 15-1/2 FEET NORTH OF THE FENCE LINE
 KR1293'AND 3-1/2 FEET SOUTH OF A METAL WITNESS POST.
 KR1293'
 KR1293'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RANCH,
 KR1293'DISTANCE BEING 31.43 FEET - 9.580 METERS EAST OF STATION
 KR1293'RANCH.
 KR1293'
 KR1293'THE NEVADA HIGHWAY SURVEY MARK IS A BRONZE DISK STAMPED ASC
 KR1293'4-1 AND SET IN A CONCRETE POST PROJECTING ABOUT 8 INCHES.
 KR1293'
 KR1293'NOTE--THE 102 RANCH CAFE IS 14 MILES WEST ALONG U.S. HIGHWAY
 KR1293'40 FROM THE POST OFFICE IN WADSWORTH.
 KR1293
 KR1293                          STATION RECOVERY (1958)
 KR1293
 KR1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KR1293'0.2 MI W FROM 102 RANCH.
 KR1293'0.2 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH, 167.0 FEET
 KR1293'NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 31.43 FEET
 KR1293'EAST OF TRIANGULATION STATION RANCH 1958, 16.0 FEET NORTH OF
 KR1293'FENCELINE, 3.0 FEET SOUTH OF A WITNESS POST, SET IN A SQUARE CONCRETE
 KR1293'POST PROJECTING 6 INCHES ABOVE GROUND SURFACE.
 KR1293
 KR1293                          STATION RECOVERY (1976)
 KR1293
 KR1293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JRS)
 KR1293'0.2 MILE WEST ALONG I-80 FROM THE 102 RANCH, 167.0 FEET NORTH OF
 KR1293'THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 31.43 FEET EAST OF
 KR1293'TRIANGULATION STATION RANCH 1958, 16.0 FEET NORTH OF FENCELINE,
 KR1293'3.0 FEET SOUTH OF A WITNESS POST, SET IN A SQUARE CONCRETE POST
 KR1293'PROJECTING 6 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1590 ***********************************************************************
 KR1590  DESIGNATION -  ASC 4 2
 KR1590  PID         -  KR1590
 KR1590  STATE/COUNTY-  NV/WASHOE
 KR1590  USGS QUAD   -  DERBY DAM (1985)
 KR1590
 KR1590                         *CURRENT SURVEY CONTROL
 KR1590  ___________________________________________________________________
 KR1590* NAD 83(1994)-  39 35 32.71102(N)    119 24 40.50234(W)     ADJUSTED  
 KR1590* NAVD 88     -      1309.     (meters)    4295.     (feet)  SCALED    
 KR1590  ___________________________________________________________________
 KR1590  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 KR1590  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 KR1590
 KR1590  HORZ ORDER  -  SECOND
 KR1590
 KR1590.The horizontal coordinates were established by classical geodetic methods
 KR1590.and adjusted by the National Geodetic Survey in June 1998..
 KR1590
 KR1590.The orthometric height was scaled from a topographic map.
 KR1590
 KR1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1590
 KR1590.The geoid height was determined by GEOID03.
 KR1590
 KR1590;                    North         East     Units Scale Factor Converg.
 KR1590;SPC NV W     - 4,537,690.479   728,889.046   MT  0.99996224   -0 31 39.6
 KR1590;SPC NV W     -14,887,406.18  2,391,363.48   sFT  0.99996224   -0 31 39.6
 KR1590;UTM  11      - 4,385,299.010   292,946.281   MT  1.00012785   -1 32 14.2
 KR1590
 KR1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1590!SPC NV W     -   0.99979843  x   0.99996224  =   0.99976067
 KR1590!UTM  11      -   0.99979843  x   1.00012785  =   0.99992625
 KR1590
 KR1590                          SUPERSEDED SURVEY CONTROL
 KR1590
 KR1590  NAD 83(1992)-  39 35 32.71785(N)    119 24 40.49342(W) AD(       ) 2
 KR1590  NAD 83(1986)-  39 35 32.71839(N)    119 24 40.48320(W) AD(       ) 2
 KR1590  NAD 27      -  39 35 33.03310(N)    119 24 36.85160(W) AD(       ) 2
 KR1590
 KR1590.Superseded values are not recommended for survey control.
 KR1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1590.See file dsdata.txt to determine how the superseded data were derived.
 KR1590
 KR1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD9294685299(NAD 83)
 KR1590
 KR1590  HISTORY     - Date     Condition        Report By
 KR1590  HISTORY     - 1958     MONUMENTED       CGS
 KR1590
 KR1590                          STATION DESCRIPTION
 KR1590
 KR1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR1590'SEE STATION CUT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0632 ***********************************************************************
 KR0632  DESIGNATION -  ASC 4 4
 KR0632  PID         -  KR0632
 KR0632  STATE/COUNTY-  NV/CHURCHILL
 KR0632  USGS QUAD   -  TWO TIPS (1985)
 KR0632
 KR0632                         *CURRENT SURVEY CONTROL
 KR0632  ___________________________________________________________________
 KR0632* NAD 83(1994)-  39 38 01.84066(N)    119 11 08.58562(W)     ADJUSTED  
 KR0632* NAVD 88     -      1252.834  (meters)    4110.34   (feet)  ADJUSTED  
 KR0632  ___________________________________________________________________
 KR0632  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 KR0632  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 KR0632  DYNAMIC HT  -        1251.766 (meters)    4106.84  (feet)  COMP
 KR0632  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 KR0632
 KR0632  HORZ ORDER  -  THIRD
 KR0632  VERT ORDER  -  FIRST     CLASS II
 KR0632
 KR0632.The horizontal coordinates were established by classical geodetic methods
 KR0632.and adjusted by the National Geodetic Survey in June 1998..
 KR0632
 KR0632.The orthometric height was determined by differential leveling
 KR0632.and adjusted by the National Geodetic Survey in June 1991..
 KR0632
 KR0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0632
 KR0632.The geoid height was determined by GEOID03.
 KR0632
 KR0632.The dynamic height is computed by dividing the NAVD 88
 KR0632.geopotential number by the normal gravity value computed on the
 KR0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0632.degrees latitude (g = 980.6199 gals.).
 KR0632
 KR0632.The modeled gravity was interpolated from observed gravity values.
 KR0632
 KR0632;                    North         East     Units Scale Factor Converg.
 KR0632;SPC NV W     - 4,542,135.252   748,291.326   MT  0.99993291   -0 23 03.3
 KR0632;SPC NV W     -14,901,988.74  2,455,019.13   sFT  0.99993291   -0 23 03.3
 KR0632;UTM  11      - 4,389,401.638   312,426.483   MT  1.00003319   -1 23 40.7
 KR0632
 KR0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0632!SPC NV W     -   0.99980727  x   0.99993291  =   0.99974019
 KR0632!UTM  11      -   0.99980727  x   1.00003319  =   0.99984046
 KR0632
 KR0632                          SUPERSEDED SURVEY CONTROL
 KR0632
 KR0632  NAD 83(1992)-  39 38 01.84550(N)    119 11 08.57278(W) AD(       ) 3
 KR0632  NAD 83(1986)-  39 38 01.84420(N)    119 11 08.56940(W) AD(       ) 3
 KR0632  NAD 27      -  39 38 02.15780(N)    119 11 04.97320(W) AD(       ) 3
 KR0632  NGVD 29 (??/??/92) 1251.866  (m)         4107.16   (f) ADJ UNCH    1 2
 KR0632
 KR0632.Superseded values are not recommended for survey control.
 KR0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0632.See file dsdata.txt to determine how the superseded data were derived.
 KR0632
 KR0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD1242689402(NAD 83)
 KR0632_MARKER: DD = SURVEY DISK
 KR0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0632_SP_SET: CONCRETE POST
 KR0632_STAMPING: A.S.C. 4-4
 KR0632_MARK LOGO: NVDH  
 KR0632_PROJECTION: PROJECTING 10 CENTIMETERS
 KR0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0632+STABILITY: SURFACE MOTION
 KR0632
 KR0632  HISTORY     - Date     Condition        Report By
 KR0632  HISTORY     - 1958     MONUMENTED       CGS
 KR0632  HISTORY     - 1958     GOOD             NGS
 KR0632  HISTORY     - 1986     GOOD             NGS
 KR0632
 KR0632                          STATION DESCRIPTION
 KR0632
 KR0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR0632'THE STATION IS 3.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 AND
 KR0632'95 FROM THEIR JUNCTION AT THE EAST SIDE OF FERNLEY, 0.05 MILE
 KR0632'EAST OF THE HIGHWAY, 0.05 MILE EAST AND 0.05 MILE SOUTH OF
 KR0632'SIGN FERNLEY WILDLIFE 3, 38 FEET EAST OF THE CENTER OF THE OLD
 KR0632'MACADAM HIGHWAY, 36 FEET NORTH OF A DRAINAGE DITCH AND 2-1/2
 KR0632'FEET WEST OF A METAL WITNESS POST.
 KR0632'
 KR0632'THE MARK IS A NEVADA HIGHWAY DEPARTMENT SURVEY BRONZE DISK
 KR0632'STAMPED ASC 4-4 AND SET IN A SQUARE CONCRETE POST PROJECTING
 KR0632'ABOUT 10 INCHES.
 KR0632
 KR0632                          STATION RECOVERY (1958)
 KR0632
 KR0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KR0632'4.4 MI NE FROM FERNLEY.
 KR0632'4.4 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0632'FERNLEY, 271.0 FEET EAST OF 49 JD 1955 4107 (USGS), 258.0 FEET
 KR0632'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 47.0 FEET SOUTHEAST OF
 KR0632'CENTER OF ABANDONED HIGHWAY, 2.5 FEET NORTHWEST OF A WITNESS POST, SET
 KR0632'IN A SQUARE CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND SURFACE.
 KR0632
 KR0632                          STATION RECOVERY (1986)
 KR0632
 KR0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0632'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.81 KM (2.38
 KR0632'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0632'FERNLEY, THENCE 3.69 KM (2.30 MI) NORTHEAST ALONG INTERSTATE HIGHWAY
 KR0632'80, 34.9 METERS (114.5 FT) SOUTHEAST OF THE CENTERLINE OF I-80
 KR0632'EASTBOUND, 57.6 METERS (189 FT) EAST OF MILEPOST 51, 29.7 METERS
 KR0632'(97.5 FT) EAST OF A HIGH VOLTAGE POWERLINE CROSSING, 25.5 METERS
 KR0632'(83.5 FT) NORTHWEST OF A FENCE.
 KR0632'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR0632'THE MARK IS 0.6 M BELOW I-80 EASTBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0629 ***********************************************************************
 LR0629  DESIGNATION -  ASC 6 1
 LR0629  PID         -  LR0629
 LR0629  STATE/COUNTY-  NV/PERSHING
 LR0629  USGS QUAD   -  DUN GLEN PEAK (1982)
 LR0629
 LR0629                         *CURRENT SURVEY CONTROL
 LR0629  ___________________________________________________________________
 LR0629* NAD 83(1994)-  40 51 27.69877(N)    117 57 13.26852(W)     ADJUSTED  
 LR0629* NAVD 88     -      1333.517  (meters)    4375.05   (feet)  ADJUSTED  
 LR0629  ___________________________________________________________________
 LR0629  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 LR0629  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 LR0629  DYNAMIC HT  -        1332.513 (meters)    4371.75  (feet)  COMP
 LR0629  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 LR0629
 LR0629  HORZ ORDER  -  THIRD
 LR0629  VERT ORDER  -  SECOND    CLASS 0
 LR0629
 LR0629.The horizontal coordinates were established by classical geodetic methods
 LR0629.and adjusted by the National Geodetic Survey in June 1998..
 LR0629
 LR0629.The orthometric height was determined by differential leveling
 LR0629.and adjusted by the National Geodetic Survey in June 1991..
 LR0629
 LR0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0629
 LR0629.The geoid height was determined by GEOID03.
 LR0629
 LR0629.The dynamic height is computed by dividing the NAVD 88
 LR0629.geopotential number by the normal gravity value computed on the
 LR0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0629.degrees latitude (g = 980.6199 gals.).
 LR0629
 LR0629.The modeled gravity was interpolated from observed gravity values.
 LR0629
 LR0629;                    North         East     Units Scale Factor Converg.
 LR0629;SPC NV W     - 4,678,034.558   853,084.143   MT  0.99993467   +0 24 42.9
 LR0629;SPC NV W     -15,347,851.71  2,798,826.89   sFT  0.99993467   +0 24 42.9
 LR0629;UTM  11      - 4,523,397.593   419,620.771   MT  0.99967952   -0 37 26.1
 LR0629
 LR0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0629!SPC NV W     -   0.99979414  x   0.99993467  =   0.99972882
 LR0629!UTM  11      -   0.99979414  x   0.99967952  =   0.99947372
 LR0629
 LR0629|---------------------------------------------------------------------|
 LR0629| PID    Reference Object                     Distance      Geod. Az  |
 LR0629|                                                           dddmmss.s |
 LR0629| DB7900 ASC 6 1 RM 1                         24.152 METERS 09024     |
 LR0629| DB7902 ASC 6 1 RM 2                         12.130 METERS 26841     |
 LR0629| LS0542 RAGLAN                              APPROX. 8.3 KM 3244143.1 |
 LR0629|---------------------------------------------------------------------|
 LR0629
 LR0629                          SUPERSEDED SURVEY CONTROL
 LR0629
 LR0629  NAD 83(1986)-  40 51 27.70496(N)    117 57 13.25997(W) AD(       ) 3
 LR0629  NAD 27      -  40 51 28.05080(N)    117 57 09.76680(W) AD(       ) 3
 LR0629  NGVD 29 (??/??/92) 1332.531  (m)         4371.81   (f) ADJ UNCH    2 0
 LR0629
 LR0629.Superseded values are not recommended for survey control.
 LR0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0629.See file dsdata.txt to determine how the superseded data were derived.
 LR0629
 LR0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF1962123398(NAD 83)
 LR0629_MARKER: DD = SURVEY DISK
 LR0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0629_SP_SET: CONCRETE POST
 LR0629_STAMPING: A.S.C. 6-1
 LR0629_MARK LOGO: NVDH  
 LR0629_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0629+STABILITY: SURFACE MOTION
 LR0629
 LR0629  HISTORY     - Date     Condition        Report By
 LR0629  HISTORY     - 1957     MONUMENTED       NVDH
 LR0629  HISTORY     - 1957     GOOD             NGS
 LR0629  HISTORY     - 1986     GOOD             NGS
 LR0629
 LR0629                          STATION DESCRIPTION
 LR0629
 LR0629'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1957 (RFL)
 LR0629'THE STATION IS ON THE PERSHING-HUMBOLDT COUNTY LINE, 13.6 MILES
 LR0629'NORTHEAST ALONG U.S. HIGHWAY 40 AND 95 FROM THE MILL CITY ROAD
 LR0629'JUNCTION, OR 14.1 MILES SOUTHWEST ALONG THE HIGHWAY FROM THE
 LR0629'JUNCTION OF U.S. HIGHWAYS 40 AND 95 IN WINNEMUCCA.  IT IS ON A
 LR0629'SMALL GRAVEL MOUND, 197-1/2 FEET WEST OF THE CENTER LINE OF THE
 LR0629'HIGHWAY.
 LR0629'
 LR0629'THE STATION MARK, STAMPED A.S.C. 6-1, IS A NEVADA HIGHWAY
 LR0629'DEPARTMENT BRONZE DISK SET IN A CONCRETE POST 7 INCHES SQUARE
 LR0629'AND PROJECTS ABOUT 6 INCHES.  IT IS 4 FEET WEST OF A METAL WITNESS
 LR0629'POST PAINTED RED AND WHITE.
 LR0629'
 LR0629'THE REFERENCE MARKS ARE PRECAST CONCRETE RIGHT-OF-WAY POSTS 7
 LR0629'INCHES SQUARE AND PROJECTING ABOUT 6 INCHES, WITH BRASS PINS
 LR0629'IN THE CENTER TOP.  RIGHT-OF-WAY WITNESS POSTS ARE AT BOTH MARKS.
 LR0629'
 LR0629'THE MARK TO THE EAST OF THE STATION IS 89 FEET WEST OF THE COUNTY
 LR0629'LINE SIGN.
 LR0629
 LR0629                          STATION RECOVERY (1957)
 LR0629
 LR0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LR0629'13.3 MI NE FROM MILL CITY.
 LR0629'13.3 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE STAR PEAK SERVICE
 LR0629'STATION AT MILL CITY, 167.1 FEET SOUTHWEST OF THE PERSHING-HUMBOLDT
 LR0629'COUNTY LINE SIGN, 166.9 FEET NORTHWEST OF THE CENTER LINE OF THE
 LR0629'HIGHWAY, 79.0 FEET WEST OF R.M. 1, 39.9 FEET EAST OF R.M. 2, 4.5 FEET
 LR0629'WEST OF WITNESS POST, SET IN A SQUARE CONCRETE POST PROJECTING 6
 LR0629'INCHES ABOVE GROUND SURFACE, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 LR0629
 LR0629                          STATION RECOVERY (1986)
 LR0629
 LR0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0629'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 21.9 KM (13.6
 LR0629'MI) NORTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 149)
 LR0629'IN MILL CITY, NEAR THE PERSHING-HUMBOLDT COUNTY LINE, 53.2 METERS
 LR0629'(174.5 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES, 55.6
 LR0629'METERS (182.5 FT) WEST OF THE COUNTY SIGN FOR WESTBOUND TRAFFIC,
 LR0629'24.1 METERS (79.0 FT) WEST OF RM 1, 12.2 METERS (40.0 FT) EAST OF RM
 LR0629'2, 7.9 METERS (26.0 FT) SOUTHEAST OF A FENCE.  NOTE--NOT LEVELED
 LR0629'DURING THIS SURVEY.
 LR0629'THE MARK IS 1.5 METERS  SW FROM  A WITNESS POST
 LR0629'THE MARK IS 0.4 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0630 ***********************************************************************
 LR0630  DESIGNATION -  ASC 6 1 RM 1
 LR0630  PID         -  LR0630
 LR0630  STATE/COUNTY-  NV/PERSHING
 LR0630  USGS QUAD   -  DUN GLEN PEAK (1982)
 LR0630
 LR0630                         *CURRENT SURVEY CONTROL
 LR0630  ___________________________________________________________________
 LR0630* NAD 83(1986)-  40 51 28.     (N)    117 57 12.     (W)     SCALED    
 LR0630* NAVD 88     -      1333.057  (meters)    4373.54   (feet)  ADJUSTED  
 LR0630  ___________________________________________________________________
 LR0630  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 LR0630  DYNAMIC HT  -        1332.054 (meters)    4370.25  (feet)  COMP
 LR0630  MODELED GRAV-     979,825.8   (mgal)                       NAVD 88
 LR0630
 LR0630  VERT ORDER  -  SECOND    CLASS 0
 LR0630
 LR0630.The horizontal coordinates were scaled from a topographic map and have
 LR0630.an estimated accuracy of +/- 6 seconds.
 LR0630
 LR0630.The orthometric height was determined by differential leveling
 LR0630.and adjusted by the National Geodetic Survey in June 1991..
 LR0630
 LR0630.The geoid height was determined by GEOID03.
 LR0630
 LR0630.The dynamic height is computed by dividing the NAVD 88
 LR0630.geopotential number by the normal gravity value computed on the
 LR0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0630.degrees latitude (g = 980.6199 gals.).
 LR0630
 LR0630.The modeled gravity was interpolated from observed gravity values.
 LR0630
 LR0630;                    North         East    Units  Estimated Accuracy
 LR0630;SPC NV W     - 4,678,040.      853,110.      MT  (+/- 180 meters Scaled)
 LR0630
 LR0630                          SUPERSEDED SURVEY CONTROL
 LR0630
 LR0630  NGVD 29 (??/??/92) 1332.07   (m)         4370.3    (f) COMPUTED    2 0
 LR0630
 LR0630.Superseded values are not recommended for survey control.
 LR0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0630.See file dsdata.txt to determine how the superseded data were derived.
 LR0630
 LR0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF196234(NAD 83)
 LR0630_MARKER: Z = SEE DESCRIPTION
 LR0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0630_SP_SET: CONCRETE POST
 LR0630_MARK LOGO: NONE  
 LR0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0630+STABILITY: SURFACE MOTION
 LR0630
 LR0630  HISTORY     - Date     Condition        Report By
 LR0630  HISTORY     - UNK      MONUMENTED       NVDH
 LR0630  HISTORY     - 1957     GOOD             NGS
 LR0630  HISTORY     - 1986     GOOD             NGS
 LR0630
 LR0630                          STATION DESCRIPTION
 LR0630
 LR0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0630'13.3 MI NE FROM MILL CITY.
 LR0630'13.3 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE STAR PEAK SERVICE
 LR0630'STATION AT MILL CITY, 87.9 FEET SOUTHWEST OF THE PERSHING-HUMBOLDT
 LR0630'COUNTY LINE SIGN, 99.4 FEET NORTHWEST OF THE CENTER LINE OF THE
 LR0630'HIGHWAY, SET IN THE TOP OF A PRECAST SQUARE CONCRETE POST PROJECTING 9
 LR0630'INCHES ABOVE GROUND SURFACE, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 LR0630
 LR0630                          STATION RECOVERY (1986)
 LR0630
 LR0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0630'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 21.9 KM (13.6
 LR0630'MI) NORTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 149)
 LR0630'IN MILL CITY, NEAR THE PERSHING-HUMBOLDT COUNTY LINE, 29.1 METERS
 LR0630'(95.5 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES, 31.5
 LR0630'METERS (103.5 FT) WEST OF THE COUNTY LINE SIGN FOR WESTBOUND TRAFFIC,
 LR0630'32.0 METERS (105 FT) SOUTHWEST OF A FENCE, 24.1 METERS (79.0 FT) EAST
 LR0630'OF THE STATION MARK.  A BRASS PIN WITH NO STAMPING AND SET IN TOP OF A
 LR0630'CONCRETE POST PROJECTING 10 CM.  NOTE--NOT LEVELED DURING THIS SURVEY.
 LR0630'THE MARK IS 0.4 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0628 ***********************************************************************
 LR0628  DESIGNATION -  ASC 6 1 RM 2
 LR0628  PID         -  LR0628
 LR0628  STATE/COUNTY-  NV/PERSHING
 LR0628  USGS QUAD   -  DUN GLEN PEAK (1982)
 LR0628
 LR0628                         *CURRENT SURVEY CONTROL
 LR0628  ___________________________________________________________________
 LR0628* NAD 83(1986)-  40 51 27.     (N)    117 57 13.     (W)     SCALED    
 LR0628* NAVD 88     -      1333.056  (meters)    4373.53   (feet)  ADJUSTED  
 LR0628  ___________________________________________________________________
 LR0628  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 LR0628  DYNAMIC HT  -        1332.053 (meters)    4370.24  (feet)  COMP
 LR0628  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 LR0628
 LR0628  VERT ORDER  -  SECOND    CLASS 0
 LR0628
 LR0628.The horizontal coordinates were scaled from a topographic map and have
 LR0628.an estimated accuracy of +/- 6 seconds.
 LR0628
 LR0628.The orthometric height was determined by differential leveling
 LR0628.and adjusted by the National Geodetic Survey in June 1991..
 LR0628
 LR0628.The geoid height was determined by GEOID03.
 LR0628
 LR0628.The dynamic height is computed by dividing the NAVD 88
 LR0628.geopotential number by the normal gravity value computed on the
 LR0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0628.degrees latitude (g = 980.6199 gals.).
 LR0628
 LR0628.The modeled gravity was interpolated from observed gravity values.
 LR0628
 LR0628;                    North         East    Units  Estimated Accuracy
 LR0628;SPC NV W     - 4,678,010.      853,090.      MT  (+/- 180 meters Scaled)
 LR0628
 LR0628                          SUPERSEDED SURVEY CONTROL
 LR0628
 LR0628  NGVD 29 (??/??/92) 1332.070  (m)         4370.30   (f) ADJ UNCH    2 0
 LR0628
 LR0628.Superseded values are not recommended for survey control.
 LR0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0628.See file dsdata.txt to determine how the superseded data were derived.
 LR0628
 LR0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF196233(NAD 83)
 LR0628_MARKER: Z = SEE DESCRIPTION
 LR0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0628_SP_SET: CONCRETE POST
 LR0628_MARK LOGO: NONE  
 LR0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0628+STABILITY: SURFACE MOTION
 LR0628
 LR0628  HISTORY     - Date     Condition        Report By
 LR0628  HISTORY     - UNK      MONUMENTED       NVDH
 LR0628  HISTORY     - 1957     GOOD             NGS
 LR0628  HISTORY     - 1986     GOOD             NGS
 LR0628
 LR0628                          STATION DESCRIPTION
 LR0628
 LR0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0628'13.3 MI NE FROM MILL CITY.
 LR0628'13.3 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE STAR PEAK SERVICE
 LR0628'STATION AT MILL CITY, 207.7 FEET SOUTHWEST OF THE PERSHING-HUMBOLDT
 LR0628'COUNTY LINE SIGN, 198.7 FEET NORTHWEST OF THE CENTER LINE OF THE
 LR0628'HIGHWAY, SET IN THE TOP OF A PRECAST SQUARE CONCRETE POST PROJECTING 9
 LR0628'INCHES ABOVE GROUND SURFACE, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 LR0628
 LR0628                          STATION RECOVERY (1986)
 LR0628
 LR0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0628'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 21.9 KM (13.6
 LR0628'MI) NORTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 149)
 LR0628'IN MILL CITY, NEAR THE PERSHING-HUMBOLDT COUNTY LINE, 62.8 METERS
 LR0628'(206.5 FT) NORTHWEST OF THE WESTBOUND LANES, 67.8 METERS (222.5 FT)
 LR0628'WEST OF THE COUNTY LINE SIGN FOR WESTBOUND TRAFFIC, 12.2 METERS (40.0
 LR0628'FT) WEST OF THE STATION MARK, 6.7 METERS (22.0 FT) NORTHWEST OF A
 LR0628'FENCE.  A BRASS PIN WITH NO STAMPING AND SET IN TOP OF A CONCRETE POST
 LR0628'PROJECTING 10 CM.  NOTE--NOT LEVELED DURING THIS SURVEY.
 LR0628'THE MARK IS 0.4 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0641 ***********************************************************************
 LR0641  DESIGNATION -  ASC 6 2
 LR0641  PID         -  LR0641
 LR0641  STATE/COUNTY-  NV/HUMBOLDT
 LR0641  USGS QUAD   -  ROSE CREEK (1982)
 LR0641
 LR0641                         *CURRENT SURVEY CONTROL
 LR0641  ___________________________________________________________________
 LR0641* NAD 83(1994)-  40 53 17.55489(N)    117 54 32.45732(W)     ADJUSTED  
 LR0641* NAVD 88     -      1328.912  (meters)    4359.94   (feet)  ADJUSTED  
 LR0641  ___________________________________________________________________
 LR0641  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 LR0641  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 LR0641  DYNAMIC HT  -        1327.926 (meters)    4356.70  (feet)  COMP
 LR0641  MODELED GRAV-     979,835.9   (mgal)                       NAVD 88
 LR0641
 LR0641  HORZ ORDER  -  SECOND
 LR0641  VERT ORDER  -  SECOND    CLASS 0
 LR0641
 LR0641.The horizontal coordinates were established by classical geodetic methods
 LR0641.and adjusted by the National Geodetic Survey in June 1998..
 LR0641
 LR0641.The orthometric height was determined by differential leveling
 LR0641.and adjusted by the National Geodetic Survey in June 1991..
 LR0641
 LR0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0641
 LR0641.The geoid height was determined by GEOID03.
 LR0641
 LR0641.The dynamic height is computed by dividing the NAVD 88
 LR0641.geopotential number by the normal gravity value computed on the
 LR0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0641.degrees latitude (g = 980.6199 gals.).
 LR0641
 LR0641.The modeled gravity was interpolated from observed gravity values.
 LR0641
 LR0641;                    North         East     Units Scale Factor Converg.
 LR0641;SPC NV W     - 4,681,451.089   856,824.076   MT  0.99993973   +0 26 29.1
 LR0641;SPC NV W     -15,359,060.78  2,811,096.99   sFT  0.99993973   +0 26 29.1
 LR0641;UTM  11      - 4,526,745.061   423,420.881   MT  0.99967218   -0 35 42.2
 LR0641
 LR0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0641!SPC NV W     -   0.99979485  x   0.99993973  =   0.99973459
 LR0641!UTM  11      -   0.99979485  x   0.99967218  =   0.99946710
 LR0641
 LR0641|---------------------------------------------------------------------|
 LR0641| PID    Reference Object                     Distance      Geod. Az  |
 LR0641|                                                           dddmmss.s |
 LR0641| LR0640 ASC 6 2 RM 1                         20.244 METERS 06308     |
 LR0641| LR0878 ROOK                                APPROX. 4.1 KM 2194741.4 |
 LR0641| LR0642 ASC 6 2 RM 2                         21.433 METERS 35519     |
 LR0641|---------------------------------------------------------------------|
 LR0641
 LR0641                          SUPERSEDED SURVEY CONTROL
 LR0641
 LR0641  NAD 83(1986)-  40 53 17.56130(N)    117 54 32.44889(W) AD(       ) 2
 LR0641  NAD 27      -  40 53 17.90770(N)    117 54 28.96030(W) AD(       ) 2
 LR0641  NGVD 29 (??/??/92) 1327.939  (m)         4356.75   (f) ADJ UNCH    2 0
 LR0641
 LR0641.Superseded values are not recommended for survey control.
 LR0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0641.See file dsdata.txt to determine how the superseded data were derived.
 LR0641
 LR0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF2342126745(NAD 83)
 LR0641_MARKER: DD = SURVEY DISK
 LR0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0641_STAMPING: A.S.C. 6-2
 LR0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0641+STABILITY: SURFACE MOTION
 LR0641
 LR0641  HISTORY     - Date     Condition        Report By
 LR0641  HISTORY     - 1957     MONUMENTED       NVDH
 LR0641  HISTORY     - 1957     GOOD             NGS
 LR0641  HISTORY     - 1986     MARK NOT FOUND   NGS
 LR0641
 LR0641                          STATION DESCRIPTION
 LR0641
 LR0641'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1957 (RFL)
 LR0641'THE STATION IS 10.9 MILES SOUTHWEST ALONG U.S. HIGHWAYS 40 AND
 LR0641'95 FROM THE JUNCTION OF THESE HIGHWAYS IN WINNEMUCCA, OR 16.7
 LR0641'MILES NORTHEAST ALONG THE HIGHWAY FROM THE INTERSECTION WITH THE
 LR0641'MILL CITY ROAD TURN-OFF.  ABOUT 90 YARDS SOUTH-SOUTHWEST OF THE
 LR0641'SOUTH END OF THE GUARD RAIL AT ROSE CREEK OVERPASS, 100-1/2
 LR0641'FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 14
 LR0641'YARDS SOUTH-SOUTHEAST OF THE TELEPHONE LINE.
 LR0641'
 LR0641'THE STATION MARK, STAMPED A.S.C. 6-2, IS A BRASS DISK OF THE
 LR0641'NEVADA HIGHWAY DEPARTMENT AND SET IN AN 8-INCH SQUARE CONCRETE
 LR0641'POST PROJECTING ABOUT 4 INCHES.  IT IS 3-1/2 FEET SOUTHWEST OF A
 LR0641'METAL WITNESS POST PAINTED RED AND WHITE.
 LR0641'
 LR0641'THE REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS
 LR0641'PROJECTING ABOUT 2 INCHES.  STAMPED ASC 6-2 1957 NO 1, AND NO 2
 LR0641'RESPECTIVELY.
 LR0641
 LR0641                          STATION RECOVERY (1957)
 LR0641
 LR0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LR0641'10.85 MI SW FROM WINNEMUCCA.
 LR0641'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0641'WINNEMUCCA, THENCE 10.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 TO A
 LR0641'PRIVATE DIRT ROAD, 0.35 MILE SOUTHWEST OF ROSE CREEK OVER PASS, 66.5
 LR0641'FEET SOUTHWEST OF R.M. 1, 70.6 FEET SOUTHEAST OF R.M. 2, 97.0 FEET
 LR0641'NORTHWEST OF CENTER LINE OF THE HIGHWAY 42.4 FEET SOUTHEAST OF
 LR0641'TELEPHONE POLE, 28.0 FEET SOUTHWEST OF DIRT ROAD, 3.5 FEET SOUTHWEST
 LR0641'OF WITNESS POST, SET IN A SQUARE CONCRETE POST PROJECTING 0.4 FOOT
 LR0641'ABOVE GROUND SURFACE.
 LR0641
 LR0641                          STATION RECOVERY (1986)
 LR0641
 LR0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0641'NOT RECOVERED. A BROKEN CONCRETE POST WAS FOUND AT THE DESCRIBED
 LR0641'LOCATION, THE DISK WAS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0640 ***********************************************************************
 LR0640  DESIGNATION -  ASC 6 2 RM 1
 LR0640  PID         -  LR0640
 LR0640  STATE/COUNTY-  NV/HUMBOLDT
 LR0640  USGS QUAD   -  ROSE CREEK (1982)
 LR0640
 LR0640                         *CURRENT SURVEY CONTROL
 LR0640  ___________________________________________________________________
 LR0640* NAD 83(1986)-  40 53 17.     (N)    117 54 32.     (W)     SCALED    
 LR0640* NAVD 88     -      1328.791  (meters)    4359.54   (feet)  ADJUSTED  
 LR0640  ___________________________________________________________________
 LR0640  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 LR0640  DYNAMIC HT  -        1327.805 (meters)    4356.31  (feet)  COMP
 LR0640  MODELED GRAV-     979,835.6   (mgal)                       NAVD 88
 LR0640
 LR0640  VERT ORDER  -  SECOND    CLASS 0
 LR0640
 LR0640.The horizontal coordinates were scaled from a topographic map and have
 LR0640.an estimated accuracy of +/- 6 seconds.
 LR0640
 LR0640.The orthometric height was determined by differential leveling
 LR0640.and adjusted by the National Geodetic Survey in June 1991..
 LR0640
 LR0640.The geoid height was determined by GEOID03.
 LR0640
 LR0640.The dynamic height is computed by dividing the NAVD 88
 LR0640.geopotential number by the normal gravity value computed on the
 LR0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0640.degrees latitude (g = 980.6199 gals.).
 LR0640
 LR0640.The modeled gravity was interpolated from observed gravity values.
 LR0640
 LR0640;                    North         East    Units  Estimated Accuracy
 LR0640;SPC NV W     - 4,681,430.      856,840.      MT  (+/- 180 meters Scaled)
 LR0640
 LR0640                          SUPERSEDED SURVEY CONTROL
 LR0640
 LR0640  NGVD 29 (??/??/92) 1327.818  (m)         4356.35   (f) ADJ UNCH    2 0
 LR0640
 LR0640.Superseded values are not recommended for survey control.
 LR0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0640.See file dsdata.txt to determine how the superseded data were derived.
 LR0640
 LR0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF234267(NAD 83)
 LR0640_MARKER: DR = REFERENCE MARK DISK
 LR0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0640_SP_SET: CONCRETE POST
 LR0640_STAMPING: A.S.C. 6 2 NO 1 1957
 LR0640_MARK LOGO: CGS   
 LR0640_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0640+STABILITY: SURFACE MOTION
 LR0640
 LR0640  HISTORY     - Date     Condition        Report By
 LR0640  HISTORY     - 1957     MONUMENTED       CGS
 LR0640  HISTORY     - 1986     GOOD             NGS
 LR0640
 LR0640                          STATION DESCRIPTION
 LR0640
 LR0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LR0640'10.85 MI SW FROM WINNEMUCCA.
 LR0640'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0640'WINNEMUCCA, THENCE 10.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 TO A
 LR0640'PRIVATE DIRT ROAD, 0.35 MILE SOUTHWEST OF ROSE CREEK OVER PASS, 96.0
 LR0640'FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 74.0 FEET NORTHEAST OF
 LR0640'TELEPHONE POLE, 38.0 FEET NORTHEAST OF DIRT ROAD, SET IN A ROUND
 LR0640'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND SURFACE.
 LR0640
 LR0640                          STATION RECOVERY (1986)
 LR0640
 LR0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0640'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0640'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0640'THENCE 5.8 KM (3.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 10.9
 LR0640'KM (6.8 MI) SOUTHWEST ALONG THE FRONTAGE ROAD, 29.3 METERS (96.0 FT)
 LR0640'NORTHWEST OF THE CENTERLINE OF THE ROAD, 22.6 METERS (74.0 FT)
 LR0640'NORTHEAST OF A TELEPHONE POLE, 11.6 METERS (38.0 FT) NORTHEAST OF THE
 LR0640'CENTER OF A DIRT ROAD.  NOTE--NOT LEVELED DURING THIS SURVEY.
 LR0640'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0642 ***********************************************************************
 LR0642  DESIGNATION -  ASC 6 2 RM 2
 LR0642  PID         -  LR0642
 LR0642  STATE/COUNTY-  NV/HUMBOLDT
 LR0642  USGS QUAD   -  ROSE CREEK (1982)
 LR0642
 LR0642                         *CURRENT SURVEY CONTROL
 LR0642  ___________________________________________________________________
 LR0642* NAD 83(1986)-  40 53 17.     (N)    117 54 31.     (W)     SCALED    
 LR0642* NAVD 88     -      1328.744  (meters)    4359.39   (feet)  ADJUSTED  
 LR0642  ___________________________________________________________________
 LR0642  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 LR0642  DYNAMIC HT  -        1327.758 (meters)    4356.15  (feet)  COMP
 LR0642  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 LR0642
 LR0642  VERT ORDER  -  SECOND    CLASS 0
 LR0642
 LR0642.The horizontal coordinates were scaled from a topographic map and have
 LR0642.an estimated accuracy of +/- 6 seconds.
 LR0642
 LR0642.The orthometric height was determined by differential leveling
 LR0642.and adjusted by the National Geodetic Survey in June 1991..
 LR0642
 LR0642.The geoid height was determined by GEOID03.
 LR0642
 LR0642.The dynamic height is computed by dividing the NAVD 88
 LR0642.geopotential number by the normal gravity value computed on the
 LR0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0642.degrees latitude (g = 980.6199 gals.).
 LR0642
 LR0642.The modeled gravity was interpolated from observed gravity values.
 LR0642
 LR0642;                    North         East    Units  Estimated Accuracy
 LR0642;SPC NV W     - 4,681,430.      856,860.      MT  (+/- 180 meters Scaled)
 LR0642
 LR0642                          SUPERSEDED SURVEY CONTROL
 LR0642
 LR0642  NGVD 29 (??/??/92) 1327.772  (m)         4356.20   (f) ADJ UNCH    2 0
 LR0642
 LR0642.Superseded values are not recommended for survey control.
 LR0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0642.See file dsdata.txt to determine how the superseded data were derived.
 LR0642
 LR0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF234267(NAD 83)
 LR0642_MARKER: DR = REFERENCE MARK DISK
 LR0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0642_SP_SET: CONCRETE POST
 LR0642_STAMPING: A.S.C. 6 2 NO 2 1957
 LR0642_MARK LOGO: CGS   
 LR0642_PROJECTION: FLUSH
 LR0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0642+STABILITY: SURFACE MOTION
 LR0642
 LR0642  HISTORY     - Date     Condition        Report By
 LR0642  HISTORY     - 1957     MONUMENTED       CGS
 LR0642  HISTORY     - 1986     GOOD             NGS
 LR0642
 LR0642                          STATION DESCRIPTION
 LR0642
 LR0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LR0642'10.85 MI SW FROM WINNEMUCCA.
 LR0642'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0642'WINNEMUCCA, THENCE 10.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 TO A
 LR0642'PRIVATE DIRT ROAD, 0.35 MILE SOUTHWEST OF ROSE CREEK OVER PASS, 167.0
 LR0642'FEET NORTHWEST OF CENTER LINE OF HIGHWAY 31.0 FEET NORTHEAST OF
 LR0642'TELEPHONE LINE, 43.0 FEET NORTHEAST OF DIRT ROAD, SET IN A ROUND
 LR0642'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND SURFACE.
 LR0642
 LR0642                          STATION RECOVERY (1986)
 LR0642
 LR0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0642'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 1.1 KM (0.7 MI)
 LR0642'SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0642'THENCE 5.8 KM (3.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 10.9
 LR0642'KM (6.8 MI) SOUTHWEST ALONG THE FRONTAGE ROAD, 50.9 METERS (167 FT)
 LR0642'NORTHWEST OF THE CENTERLINE OF THE ROAD, 13.1 METERS (43.0 FT)
 LR0642'NORTHEAST OF THE CENTER OF A DIRT ROAD, 9.4 METERS (31.0 FT) NORTHEAST
 LR0642'OF A TELEPHONE POLE.  NOTE--NOT LEVELED DURING THIS SURVEY.
 LR0642'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0874 ***********************************************************************
 LR0874  DESIGNATION -  ASC 6 3
 LR0874  PID         -  LR0874
 LR0874  STATE/COUNTY-  NV/HUMBOLDT
 LR0874  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0874
 LR0874                         *CURRENT SURVEY CONTROL
 LR0874  ___________________________________________________________________
 LR0874* NAD 83(1994)-  40 54 49.62194(N)    117 48 37.78098(W)     ADJUSTED  
 LR0874* NAVD 88     -      1314.0    (meters)    4311.     (feet)  VERTCON   
 LR0874  ___________________________________________________________________
 LR0874  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 LR0874  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 LR0874
 LR0874  HORZ ORDER  -  SECOND
 LR0874
 LR0874.The horizontal coordinates were established by classical geodetic methods
 LR0874.and adjusted by the National Geodetic Survey in June 1998..
 LR0874
 LR0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0874
 LR0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0874
 LR0874.The geoid height was determined by GEOID03.
 LR0874
 LR0874;                    North         East     Units Scale Factor Converg.
 LR0874;SPC NV W     - 4,684,359.543   865,101.349   MT  0.99995215   +0 30 22.2
 LR0874;SPC NV W     -15,368,602.93  2,838,253.34   sFT  0.99995215   +0 30 22.2
 LR0874;UTM  11      - 4,529,502.498   431,747.081   MT  0.99965734   -0 31 51.0
 LR0874
 LR0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0874!SPC NV W     -   0.99979718  x   0.99995215  =   0.99974934
 LR0874!UTM  11      -   0.99979718  x   0.99965734  =   0.99945459
 LR0874
 LR0874|---------------------------------------------------------------------|
 LR0874| PID    Reference Object                     Distance      Geod. Az  |
 LR0874|                                                           dddmmss.s |
 LR0874| DB6189 ASC 6 3 RM 1                          7.770 METERS 11823     |
 LR0874| LR0877 AIRWAY BCN 32=WINNEMUCCA APT        APPROX. 1.3 KM 1421852.0 |
 LR0874| LR0875 WINNEMUCCA APT WEATHER DOME         APPROX. 1.4 KM 1454327.1 |
 LR0874| DB6190 ASC 6 3 RM 2                          9.885 METERS 23521     |
 LR0874| LR0641 ASC 6 2                             APPROX. 8.8 KM 2510844.4 |
 LR0874|---------------------------------------------------------------------|
 LR0874
 LR0874                          SUPERSEDED SURVEY CONTROL
 LR0874
 LR0874  NAD 83(1986)-  40 54 49.62809(N)    117 48 37.77441(W) AD(       ) 2
 LR0874  NAD 27      -  40 54 49.97530(N)    117 48 34.29790(W) AD(       ) 2
 LR0874  NGVD 29 (07/19/86) 1313.0    (m)         4308.     (f) VERT ANG       
 LR0874
 LR0874.Superseded values are not recommended for survey control.
 LR0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0874.See file dsdata.txt to determine how the superseded data were derived.
 LR0874
 LR0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF3174729502(NAD 83)
 LR0874_MARKER: DD = SURVEY DISK
 LR0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0874
 LR0874  HISTORY     - Date     Condition        Report By
 LR0874  HISTORY     - 1957     MONUMENTED       NVDH
 LR0874
 LR0874                          STATION DESCRIPTION
 LR0874
 LR0874'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1957 (RFL)
 LR0874'THE STATION IS ABOUT 5-1/2 MILES SOUTHWEST OF WINNEMUCCA, ON
 LR0874'TOP OF A SAND DUNE ABOUT 200 YARDS SOUTHEAST OF THE RAILROAD
 LR0874'CROSSING ON THE ROAD LEADING TO WINNEMUCCA AIRPORT AND ABOUT 1/2
 LR0874'MILE SOUTHEAST OF U.S. HIGHWAY 40 AND 95.
 LR0874'
 LR0874'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 95 IN
 LR0874'WINNEMUCCA, GO SOUTHWEST ON U.S. HIGHWAY 40 AND 95 FOR 5.5 MILES
 LR0874'TO THE INTERSECTION WITH WINNEMUCCA AIRPORT ROAD.  TURN LEFT,
 LR0874'SOUTHERLY, FOR 0.5 MILE, CROSS THE RAILROAD TRACKS AND GO ABOUT
 LR0874'50 YARDS THEN TURN LEFT ON OLD ROAD FOR 0.1 MILE AND THE STATION
 LR0874'ON TOP OF THE SAND DUNE ON THE LEFT SIDE OF THE ROAD.
 LR0874'
 LR0874'THE STATION MARK, STAMPED A.S.C. 6-3, IS A BRASS DISK OF THE
 LR0874'NEVADA HIGHWAY DEPARTMENT AND SET IN AN 8-INCH SQUARE CONCRETE
 LR0874'POST PROJECTING ABOUT 8 INCHES.  IT IS 4 FEET EAST OF A METAL
 LR0874'WITNESS POST.
 LR0874'
 LR0874'THE REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS
 LR0874'PROJECTING ABOUT 2 INCHES AND ARE ON THE SAME SAND DUNE.
 LR0874'
 LR0874'REFERENCE MARK 1, STAMPED ASC 6-3 NO 1 1957, IS ABOUT 1 FOOT LOWER
 LR0874'THAN THE STATION.
 LR0874'
 LR0874'REFERENCE MARK 2, STAMPED ASC 6-3 NO 2 1957, IS ABOUT 3 FEET
 LR0874'LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0660 ***********************************************************************
 LR0660  DESIGNATION -  ASC 6 4
 LR0660  PID         -  LR0660
 LR0660  STATE/COUNTY-  NV/HUMBOLDT
 LR0660  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0660
 LR0660                         *CURRENT SURVEY CONTROL
 LR0660  ___________________________________________________________________
 LR0660* NAD 83(1994)-  40 56 31.60221(N)    117 46 30.76595(W)     ADJUSTED  
 LR0660* NAVD 88     -      1302.211  (meters)    4272.34   (feet)  ADJUSTED  
 LR0660  ___________________________________________________________________
 LR0660  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 LR0660  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 LR0660  DYNAMIC HT  -        1301.224 (meters)    4269.10  (feet)  COMP
 LR0660  MODELED GRAV-     979,821.4   (mgal)                       NAVD 88
 LR0660
 LR0660  HORZ ORDER  -  SECOND
 LR0660  VERT ORDER  -  FIRST     CLASS II
 LR0660
 LR0660.The horizontal coordinates were established by classical geodetic methods
 LR0660.and adjusted by the National Geodetic Survey in June 1998..
 LR0660
 LR0660.The orthometric height was determined by differential leveling
 LR0660.and adjusted by the National Geodetic Survey in June 1991..
 LR0660
 LR0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0660
 LR0660.The geoid height was determined by GEOID03.
 LR0660
 LR0660.The dynamic height is computed by dividing the NAVD 88
 LR0660.geopotential number by the normal gravity value computed on the
 LR0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0660.degrees latitude (g = 980.6199 gals.).
 LR0660
 LR0660.The modeled gravity was interpolated from observed gravity values.
 LR0660
 LR0660;                    North         East     Units Scale Factor Converg.
 LR0660;SPC NV W     - 4,687,532.009   868,044.344   MT  0.99995697   +0 31 46.5
 LR0660;SPC NV W     -15,379,011.27  2,847,908.82   sFT  0.99995697   +0 31 46.5
 LR0660;UTM  11      - 4,532,620.232   434,746.126   MT  0.99965241   -0 30 28.8
 LR0660
 LR0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0660!SPC NV W     -   0.99979902  x   0.99995697  =   0.99975599
 LR0660!UTM  11      -   0.99979902  x   0.99965241  =   0.99945150
 LR0660
 LR0660:                Primary Azimuth Mark                     Grid Az
 LR0660:SPC NV W     -  WINNEMUCCA 2                             006 25 03.6
 LR0660:UTM  11      -  WINNEMUCCA 2                             007 27 18.9
 LR0660
 LR0660|---------------------------------------------------------------------|
 LR0660| PID    Reference Object                     Distance      Geod. Az  |
 LR0660|                                                           dddmmss.s |
 LR0660| MU0437 WINNEMUCCA 2                        APPROX. 7.6 KM 0065650.1 |
 LR0660| LR0661 ASC 6 4 RM 1                          9.087 METERS 08001     |
 LR0660| DB7901 ASC 6 4 RM 2                         11.922 METERS 19850     |
 LR0660| DB7903 HIGHWAY 40 MONUMENT ROW WSW           4.427 METERS 24019     |
 LR0660|---------------------------------------------------------------------|
 LR0660
 LR0660                          SUPERSEDED SURVEY CONTROL
 LR0660
 LR0660  NAD 83(1986)-  40 56 31.60782(N)    117 46 30.75990(W) AD(       ) 2
 LR0660  NAD 27      -  40 56 31.95730(N)    117 46 27.28660(W) AD(       ) 2
 LR0660  NGVD 29 (??/??/92) 1301.170  (m)         4268.92   (f) ADJ UNCH    1 2
 LR0660
 LR0660.Superseded values are not recommended for survey control.
 LR0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0660.See file dsdata.txt to determine how the superseded data were derived.
 LR0660
 LR0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF3474632620(NAD 83)
 LR0660_MARKER: DD = SURVEY DISK
 LR0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0660_SP_SET: CONCRETE POST
 LR0660_STAMPING: A.S.C. 6-4
 LR0660_MARK LOGO: NVDH  
 LR0660_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0660+STABILITY: SURFACE MOTION
 LR0660
 LR0660  HISTORY     - Date     Condition        Report By
 LR0660  HISTORY     - 1957     MONUMENTED       NVDH
 LR0660  HISTORY     - 1957     GOOD             NGS
 LR0660  HISTORY     - 1986     GOOD             NGS
 LR0660
 LR0660                          STATION DESCRIPTION
 LR0660
 LR0660'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1957 (RFL)
 LR0660'THE STATION IS 3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 AND 95
 LR0660'FROM THE JUNCTION OF THESE HIGHWAYS IN WINNEMUCCA.  102 FEET
 LR0660'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 64 FEET SOUTH
 LR0660'OF THE TELEPHONE LINE.
 LR0660'
 LR0660'THE STATION MARK, STAMPED A.S.C. 6-4, IS A BRONZE DISK OF THE
 LR0660'NEVADA HIGHWAY DEPARTMENT AND SET IN A SQUARE CONCRETE POST
 LR0660'PROJECTING ABOUT 6 INCHES.  IT IS 3 FEET SOUTHWEST OF A METAL
 LR0660'WITNESS POST.
 LR0660'
 LR0660'REFERENCE MARK 1, STAMPED ASC 6 4 NO 1 1957, IS A STANDARD DISK
 LR0660'SET IN A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 LR0660'
 LR0660'THE HIGHWAY MONUMENTS ARE 6-INCH SQUARE CONCRETE POSTS WITH
 LR0660'BRASS PINS IN THE CENTER TOP AND BOTH PROJECT ABOUT 8 INCHES.
 LR0660'CONCRETE RIGHT-OF-WAY WITNESS POSTS ARE AT BOTH MARKS.
 LR0660
 LR0660                          STATION RECOVERY (1957)
 LR0660
 LR0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LR0660'2.95 MI SW FROM WINNEMUCCA.
 LR0660'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0660'WINNEMUCCA, THENCE 2.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 99.0
 LR0660'FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 64.0 FEET SOUTHEAST OF
 LR0660'TELEPHONE POLE, 29.8 FEET SOUTHWEST OF R.M. 1, 39.0 FEET NORTH OF R.M.
 LR0660'2, 3.0 FEET SOUTH OF WITNESS POST, SET IN A SQUARE CONCRETE POST
 LR0660'PROJECTING 0.4 FOOT ABOVE GROUND SURFACE.
 LR0660
 LR0660                          STATION RECOVERY (1986)
 LR0660
 LR0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0660'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0660'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0660'THENCE 3.4 KM (2.1 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, 30.0 METERS
 LR0660'(98.5 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 30.0 METERS (98.5
 LR0660'FT) SOUTHEAST OF A FENCE, 27.3 METERS (89.5 FT) EAST OF THE EXTENDED
 LR0660'CENTERLINE OF TESTHILL DRIVE.
 LR0660'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LR0660'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0661 ***********************************************************************
 LR0661  DESIGNATION -  ASC 6 4 RM 1
 LR0661  PID         -  LR0661
 LR0661  STATE/COUNTY-  NV/HUMBOLDT
 LR0661  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0661
 LR0661                         *CURRENT SURVEY CONTROL
 LR0661  ___________________________________________________________________
 LR0661* NAD 83(1986)-  40 56 31.     (N)    117 46 29.     (W)     SCALED    
 LR0661* NAVD 88     -      1302.339  (meters)    4272.76   (feet)  ADJUSTED  
 LR0661  ___________________________________________________________________
 LR0661  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 LR0661  DYNAMIC HT  -        1301.352 (meters)    4269.52  (feet)  COMP
 LR0661  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 LR0661
 LR0661  VERT ORDER  -  SECOND    CLASS 0
 LR0661
 LR0661.The horizontal coordinates were scaled from a topographic map and have
 LR0661.an estimated accuracy of +/- 6 seconds.
 LR0661
 LR0661.The orthometric height was determined by differential leveling
 LR0661.and adjusted by the National Geodetic Survey in June 1991..
 LR0661
 LR0661.The geoid height was determined by GEOID03.
 LR0661
 LR0661.The dynamic height is computed by dividing the NAVD 88
 LR0661.geopotential number by the normal gravity value computed on the
 LR0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0661.degrees latitude (g = 980.6199 gals.).
 LR0661
 LR0661.The modeled gravity was interpolated from observed gravity values.
 LR0661
 LR0661;                    North         East    Units  Estimated Accuracy
 LR0661;SPC NV W     - 4,687,510.      868,090.      MT  (+/- 180 meters Scaled)
 LR0661
 LR0661                          SUPERSEDED SURVEY CONTROL
 LR0661
 LR0661  NGVD 29 (??/??/92) 1301.30   (m)         4269.3    (f) COMPUTED    2 0
 LR0661
 LR0661.Superseded values are not recommended for survey control.
 LR0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0661.See file dsdata.txt to determine how the superseded data were derived.
 LR0661
 LR0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF347326(NAD 83)
 LR0661_MARKER: DR = REFERENCE MARK DISK
 LR0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0661_STAMPING: ASC 6 4 NO 1 1957
 LR0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0661+STABILITY: SURFACE MOTION
 LR0661
 LR0661  HISTORY     - Date     Condition        Report By
 LR0661  HISTORY     - 1957     MONUMENTED       CGS
 LR0661
 LR0661                          STATION DESCRIPTION
 LR0661
 LR0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LR0661'2.95 MI SW FROM WINNEMUCCA.
 LR0661'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0661'WINNEMUCCA, THENCE 2.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 88.0
 LR0661'FEET NORTHWEST OF CENTER LINE OF HIGHWAY 69.4 FEET EAST OF TELEPHONE
 LR0661'POLE, 29.8 FEET NORTHEAST OF STATION MARK, SET IN A ROUND CONCRETE
 LR0661'POST PROJECTING 0.2 FOOT ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0659 ***********************************************************************
 LR0659  DESIGNATION -  ASC 6 4 RM 2
 LR0659  PID         -  LR0659
 LR0659  STATE/COUNTY-  NV/HUMBOLDT
 LR0659  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0659
 LR0659                         *CURRENT SURVEY CONTROL
 LR0659  ___________________________________________________________________
 LR0659* NAD 83(1986)-  40 56 31.     (N)    117 46 30.     (W)     SCALED    
 LR0659* NAVD 88     -      1302.325  (meters)    4272.71   (feet)  ADJUSTED  
 LR0659  ___________________________________________________________________
 LR0659  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 LR0659  DYNAMIC HT  -        1301.338 (meters)    4269.47  (feet)  COMP
 LR0659  MODELED GRAV-     979,821.4   (mgal)                       NAVD 88
 LR0659
 LR0659  VERT ORDER  -  SECOND    CLASS 0
 LR0659
 LR0659.The horizontal coordinates were scaled from a topographic map and have
 LR0659.an estimated accuracy of +/- 6 seconds.
 LR0659
 LR0659.The orthometric height was determined by differential leveling
 LR0659.and adjusted by the National Geodetic Survey in June 1991..
 LR0659
 LR0659.The geoid height was determined by GEOID03.
 LR0659
 LR0659.The dynamic height is computed by dividing the NAVD 88
 LR0659.geopotential number by the normal gravity value computed on the
 LR0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0659.degrees latitude (g = 980.6199 gals.).
 LR0659
 LR0659.The modeled gravity was interpolated from observed gravity values.
 LR0659
 LR0659;                    North         East    Units  Estimated Accuracy
 LR0659;SPC NV W     - 4,687,510.      868,060.      MT  (+/- 180 meters Scaled)
 LR0659
 LR0659                          SUPERSEDED SURVEY CONTROL
 LR0659
 LR0659  NGVD 29 (??/??/92) 1301.29   (m)         4269.3    (f) COMPUTED    2 0
 LR0659
 LR0659.Superseded values are not recommended for survey control.
 LR0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0659.See file dsdata.txt to determine how the superseded data were derived.
 LR0659
 LR0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF347326(NAD 83)
 LR0659_MARKER: Z = SEE DESCRIPTION
 LR0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0659+STABILITY: SURFACE MOTION
 LR0659
 LR0659  HISTORY     - Date     Condition        Report By
 LR0659  HISTORY     - UNK      MONUMENTED       NVDH
 LR0659  HISTORY     - 1957     GOOD             NGS
 LR0659
 LR0659                          STATION DESCRIPTION
 LR0659
 LR0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0659'2.95 MI SW FROM WINNEMUCCA.
 LR0659'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0659'WINNEMUCCA, THENCE 2.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 101.0
 LR0659'FEET SOUTH OF TELEPHONE POLE, 74.9 FEET NORTHWEST OF CENTER LINE OF
 LR0659'HIGHWAY, 39.0 FEET SOUTH OF STATION MARK, SET IN THE TOP OF A PRECAST
 LR0659'SQUARE CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0259 ***********************************************************************
 MU0259  DESIGNATION -  ASC 6 6
 MU0259  PID         -  MU0259
 MU0259  STATE/COUNTY-  NV/HUMBOLDT
 MU0259  USGS QUAD   -  GOLCONDA BUTTE (1983)
 MU0259
 MU0259                         *CURRENT SURVEY CONTROL
 MU0259  ___________________________________________________________________
 MU0259* NAD 83(1986)-  41 01 29.     (N)    117 35 35.     (W)     SCALED    
 MU0259* NAVD 88     -      1331.013  (meters)    4366.83   (feet)  ADJUSTED  
 MU0259  ___________________________________________________________________
 MU0259  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 MU0259  DYNAMIC HT  -        1330.025 (meters)    4363.59  (feet)  COMP
 MU0259  MODELED GRAV-     979,835.6   (mgal)                       NAVD 88
 MU0259
 MU0259  VERT ORDER  -  SECOND    CLASS 0
 MU0259
 MU0259.The horizontal coordinates were scaled from a topographic map and have
 MU0259.an estimated accuracy of +/- 6 seconds.
 MU0259
 MU0259.The orthometric height was determined by differential leveling
 MU0259.and adjusted by the National Geodetic Survey in June 1991..
 MU0259
 MU0259.The geoid height was determined by GEOID03.
 MU0259
 MU0259.The dynamic height is computed by dividing the NAVD 88
 MU0259.geopotential number by the normal gravity value computed on the
 MU0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0259.degrees latitude (g = 980.6199 gals.).
 MU0259
 MU0259.The modeled gravity was interpolated from observed gravity values.
 MU0259
 MU0259;                    North         East    Units  Estimated Accuracy
 MU0259;SPC NV W     - 4,696,860.      883,280.      MT  (+/- 180 meters Scaled)
 MU0259
 MU0259                          SUPERSEDED SURVEY CONTROL
 MU0259
 MU0259  NGVD 29 (??/??/92) 1329.994  (m)         4363.49   (f) ADJ UNCH    2 0
 MU0259
 MU0259.Superseded values are not recommended for survey control.
 MU0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0259.See file dsdata.txt to determine how the superseded data were derived.
 MU0259
 MU0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF501416(NAD 83)
 MU0259_MARKER: DD = SURVEY DISK
 MU0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0259_STAMPING: A.S.C. 6-6
 MU0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0259+STABILITY: SURFACE MOTION
 MU0259
 MU0259  HISTORY     - Date     Condition        Report By
 MU0259  HISTORY     - UNK      MONUMENTED       NVDH
 MU0259  HISTORY     - 1958     GOOD             NGS
 MU0259  HISTORY     - 1984     MARK NOT FOUND   NGS
 MU0259
 MU0259                          STATION DESCRIPTION
 MU0259
 MU0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MU0259'7.6 MI NE FROM WINNEMUCCA.
 MU0259'7.6 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 MU0259'U.S. 40 AND BRIDGE STREET AT WINNEMUCCA TO A CURVE IN HIGHWAY, 195.0
 MU0259'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 94.0 FEET SOUTHEAST
 MU0259'OF A FENCE LINE, 3.9 FEET NORTHEAST OF A METAL WITNESS POST, SET IN A
 MU0259'SQUARE CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND SURFACE.
 MU0259
 MU0259                          STATION RECOVERY (1984)
 MU0259
 MU0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0259'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0319 ***********************************************************************
 LR0319  DESIGNATION -  ASC 6 7
 LR0319  PID         -  LR0319
 LR0319  STATE/COUNTY-  NV/HUMBOLDT
 LR0319  USGS QUAD   -  GOLCONDA (1981)
 LR0319
 LR0319                         *CURRENT SURVEY CONTROL
 LR0319  ___________________________________________________________________
 LR0319* NAD 83(1986)-  40 57 02.     (N)    117 29 39.     (W)     SCALED    
 LR0319* NAVD 88     -      1346.895  (meters)    4418.94   (feet)  ADJUSTED  
 LR0319  ___________________________________________________________________
 LR0319  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 LR0319  DYNAMIC HT  -        1345.880 (meters)    4415.61  (feet)  COMP
 LR0319  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 LR0319
 LR0319  VERT ORDER  -  SECOND    CLASS 0
 LR0319
 LR0319.The horizontal coordinates were scaled from a topographic map and have
 LR0319.an estimated accuracy of +/- 6 seconds.
 LR0319
 LR0319.The orthometric height was determined by differential leveling
 LR0319.and adjusted by the National Geodetic Survey in June 1991..
 LR0319
 LR0319.The geoid height was determined by GEOID03.
 LR0319
 LR0319.The dynamic height is computed by dividing the NAVD 88
 LR0319.geopotential number by the normal gravity value computed on the
 LR0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0319.degrees latitude (g = 980.6199 gals.).
 LR0319
 LR0319.The modeled gravity was interpolated from observed gravity values.
 LR0319
 LR0319;                    North         East    Units  Estimated Accuracy
 LR0319;SPC NV W     - 4,688,730.      891,700.      MT  (+/- 180 meters Scaled)
 LR0319
 LR0319                          SUPERSEDED SURVEY CONTROL
 LR0319
 LR0319  NGVD 29 (??/??/92) 1345.876  (m)         4415.59   (f) ADJ UNCH    2 0
 LR0319
 LR0319.Superseded values are not recommended for survey control.
 LR0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0319.See file dsdata.txt to determine how the superseded data were derived.
 LR0319
 LR0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF584333(NAD 83)
 LR0319_MARKER: DD = SURVEY DISK
 LR0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0319_STAMPING: A.S.C. 6-7
 LR0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0319+STABILITY: SURFACE MOTION
 LR0319
 LR0319  HISTORY     - Date     Condition        Report By
 LR0319  HISTORY     - UNK      MONUMENTED       NVDH
 LR0319  HISTORY     - 1958     GOOD             NGS
 LR0319  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0319
 LR0319                          STATION DESCRIPTION
 LR0319
 LR0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0319'0.55 MI NW FROM GOLCONDA.
 LR0319'0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT
 LR0319'GOLCONDA, 137.0 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 5.0 FEET
 LR0319'NORTHWEST OF A FENCE LINE, 4.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 LR0319'SET IN A SQUARE CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND
 LR0319'SURFACE.
 LR0319
 LR0319                          STATION RECOVERY (1984)
 LR0319
 LR0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0319'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0323 ***********************************************************************
 LR0323  DESIGNATION -  ASC 6 7 A
 LR0323  PID         -  LR0323
 LR0323  STATE/COUNTY-  NV/HUMBOLDT
 LR0323  USGS QUAD   -  GOLCONDA (1981)
 LR0323
 LR0323                         *CURRENT SURVEY CONTROL
 LR0323  ___________________________________________________________________
 LR0323* NAD 83(1986)-  40 56 50.     (N)    117 29 11.     (W)     SCALED    
 LR0323* NAVD 88     -      1355.349  (meters)    4446.67   (feet)  ADJUSTED  
 LR0323  ___________________________________________________________________
 LR0323  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 LR0323  DYNAMIC HT  -        1354.330 (meters)    4443.33  (feet)  COMP
 LR0323  MODELED GRAV-     979,824.8   (mgal)                       NAVD 88
 LR0323
 LR0323  VERT ORDER  -  FIRST     CLASS II
 LR0323
 LR0323.The horizontal coordinates were scaled from a topographic map and have
 LR0323.an estimated accuracy of +/- 6 seconds.
 LR0323
 LR0323.The orthometric height was determined by differential leveling
 LR0323.and adjusted by the National Geodetic Survey in June 1991..
 LR0323
 LR0323.The geoid height was determined by GEOID03.
 LR0323
 LR0323.The dynamic height is computed by dividing the NAVD 88
 LR0323.geopotential number by the normal gravity value computed on the
 LR0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0323.degrees latitude (g = 980.6199 gals.).
 LR0323
 LR0323.The modeled gravity was interpolated from observed gravity values.
 LR0323
 LR0323;                    North         East    Units  Estimated Accuracy
 LR0323;SPC NV W     - 4,688,360.      892,360.      MT  (+/- 180 meters Scaled)
 LR0323
 LR0323                          SUPERSEDED SURVEY CONTROL
 LR0323
 LR0323  NGVD 29 (??/??/92) 1354.333  (m)         4443.34   (f) ADJ UNCH    1 2
 LR0323
 LR0323.Superseded values are not recommended for survey control.
 LR0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0323.See file dsdata.txt to determine how the superseded data were derived.
 LR0323
 LR0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF590330(NAD 83)
 LR0323_MARKER: DD = SURVEY DISK
 LR0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0323_STAMPING: BM I-001-3 (2) 6-7A
 LR0323_MARK LOGO: NVDH  
 LR0323_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0323+STABILITY: SURFACE MOTION
 LR0323
 LR0323  HISTORY     - Date     Condition        Report By
 LR0323  HISTORY     - UNK      MONUMENTED       NVDH
 LR0323  HISTORY     - 1958     GOOD             NGS
 LR0323  HISTORY     - 1984     GOOD             NGS
 LR0323
 LR0323                          STATION DESCRIPTION
 LR0323
 LR0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0323'0.2 MI W FROM GOLCONDA.
 LR0323'0.1 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0323'THENCE 0.1 MILE SOUTH CROSS COUNTRY, 3.7 FEET NORTH OF A METAL WITNESS
 LR0323'POST, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND
 LR0323'SURFACE.
 LR0323
 LR0323                          STATION RECOVERY (1984)
 LR0323
 LR0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0323'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.4 KM
 LR0323'(0.25 MI) SOUTHEAST ALONG INTERSTATE 80 FROM THE MORRISON AVENUE
 LR0323'OVERPASS AT GOLCONDA, 0.8 KM (0.5 MI) NORTHWEST OF MILEPOST 195,
 LR0323'137.1 METERS (440 FT) NORTHEAST OF THE WEST BOUND HIGHWAY CENTERLINE,
 LR0323'90.2 METERS (296 FT) NORTHEAST OF THE RIGHT OF WAY FENCE AND 1.0 METER
 LR0323'(3.5 FT) NORTHEAST OF A STEEL POST.
 LR0323'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 LR0323'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0354 ***********************************************************************
 LR0354  DESIGNATION -  ASC 6 8
 LR0354  PID         -  LR0354
 LR0354  STATE/COUNTY-  NV/HUMBOLDT
 LR0354  USGS QUAD   -  IRON POINT (1965)
 LR0354
 LR0354                         *CURRENT SURVEY CONTROL
 LR0354  ___________________________________________________________________
 LR0354* NAD 83(1986)-  40 53 38.     (N)    117 17 22.     (W)     SCALED    
 LR0354* NAVD 88     -      1343.756  (meters)    4408.64   (feet)  ADJUSTED  
 LR0354  ___________________________________________________________________
 LR0354  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 LR0354  DYNAMIC HT  -        1342.726 (meters)    4405.26  (feet)  COMP
 LR0354  MODELED GRAV-     979,811.3   (mgal)                       NAVD 88
 LR0354
 LR0354  VERT ORDER  -  FIRST     CLASS II
 LR0354
 LR0354.The horizontal coordinates were scaled from a topographic map and have
 LR0354.an estimated accuracy of +/- 6 seconds.
 LR0354
 LR0354.The orthometric height was determined by differential leveling
 LR0354.and adjusted by the National Geodetic Survey in June 1991..
 LR0354
 LR0354.The geoid height was determined by GEOID03.
 LR0354
 LR0354.The dynamic height is computed by dividing the NAVD 88
 LR0354.geopotential number by the normal gravity value computed on the
 LR0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0354.degrees latitude (g = 980.6199 gals.).
 LR0354
 LR0354.The modeled gravity was interpolated from observed gravity values.
 LR0354
 LR0354;                    North         East    Units  Estimated Accuracy
 LR0354;SPC NV W     - 4,682,670.      909,030.      MT  (+/- 180 meters Scaled)
 LR0354
 LR0354                          SUPERSEDED SURVEY CONTROL
 LR0354
 LR0354.No superseded survey control is available for this station.
 LR0354
 LR0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF756270(NAD 83)
 LR0354_MARKER: DD = SURVEY DISK
 LR0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0354_STAMPING: A.S.C. 6-8
 LR0354_MARK LOGO: NVDH  
 LR0354_PROJECTION: PROJECTING 15 CENTIMETERS
 LR0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0354+STABILITY: SURFACE MOTION
 LR0354
 LR0354  HISTORY     - Date     Condition        Report By
 LR0354  HISTORY     - UNK      MONUMENTED       NVDH
 LR0354  HISTORY     - 1958     GOOD             NGS
 LR0354  HISTORY     - 1984     GOOD             NGS
 LR0354
 LR0354                          STATION DESCRIPTION
 LR0354
 LR0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0354'11.1 MI E FROM GOLCONDA.
 LR0354'11.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0354'21.2 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 4.0 FEET SOUTH OF A
 LR0354'METAL WITNESS POST, SET IN A SQUARE CONCRETE POST PROJECTING 6 INCHES
 LR0354'ABOVE GROUND SURFACE.
 LR0354
 LR0354                          STATION RECOVERY (1984)
 LR0354
 LR0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0354'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.25 KM
 LR0354'(11.4 MI) NORTHWEST ALONG INTERSTATE 80 FROM THE HIGHWAY OVERPASS
 LR0354'BRIDGE AT VALMY, 0.26 KM (0.15 MI) NORTHWEST OF MILEPOST 206, ALSO
 LR0354'19.3 KM (12.05 MI) SOUTHEAST OF GOLCONDA, 30.7 METERS (101 FT)
 LR0354'NORTHEAST OF THE WEST BOUND HIGHWAY CENTERLINE AND 30.0 METERS
 LR0354'(98.5 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 LR0354'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 LR0354'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0765 ***********************************************************************
 LQ0765  DESIGNATION -  ASC 7 10
 LQ0765  PID         -  LQ0765
 LQ0765  STATE/COUNTY-  NV/ELKO
 LQ0765  USGS QUAD   -  ELKO WEST (1975)
 LQ0765
 LQ0765                         *CURRENT SURVEY CONTROL
 LQ0765  ___________________________________________________________________
 LQ0765* NAD 83(1994)-  40 48 16.46877(N)    115 49 48.36325(W)     ADJUSTED  
 LQ0765* NAVD 88     -      1537.1    (meters)    5043.     (feet)  VERTCON   
 LQ0765  ___________________________________________________________________
 LQ0765  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 LQ0765  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 LQ0765
 LQ0765  HORZ ORDER  -  THIRD
 LQ0765
 LQ0765.The horizontal coordinates were established by classical geodetic methods
 LQ0765.and adjusted by the National Geodetic Survey in June 1998..
 LQ0765
 LQ0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0765
 LQ0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0765
 LQ0765.The geoid height was determined by GEOID03.
 LQ0765
 LQ0765;                    North         East     Units Scale Factor Converg.
 LQ0765;SPC NV E     - 8,671,974.682   179,179.036   MT  0.99990533   -0 09 40.5
 LQ0765;SPC NV E     -28,451,303.60    587,856.55   sFT  0.99990533   -0 09 40.5
 LQ0765;UTM  11      - 4,517,721.774   598,681.354   MT  0.99971986   +0 45 52.4
 LQ0765
 LQ0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0765!SPC NV E     -   0.99976188  x   0.99990533  =   0.99966723
 LQ0765!UTM  11      -   0.99976188  x   0.99971986  =   0.99948180
 LQ0765
 LQ0765                          SUPERSEDED SURVEY CONTROL
 LQ0765
 LQ0765  NAD 83(1986)-  40 48 16.47238(N)    115 49 48.35631(W) AD(       ) 3
 LQ0765  NAD 27      -  40 48 16.75300(N)    115 49 45.11100(W) AD(       ) 3
 LQ0765  NGVD 29 (07/19/86) 1536.0    (m)         5039.     (f) VERT ANG       
 LQ0765
 LQ0765.Superseded values are not recommended for survey control.
 LQ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0765.See file dsdata.txt to determine how the superseded data were derived.
 LQ0765
 LQ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF9868117722(NAD 83)
 LQ0765_MARKER: DD = SURVEY DISK
 LQ0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0765_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0765+STABILITY: SURFACE MOTION
 LQ0765
 LQ0765  HISTORY     - Date     Condition        Report By
 LQ0765  HISTORY     - 1957     MONUMENTED       NVDH
 LQ0765
 LQ0765                          STATION DESCRIPTION
 LQ0765
 LQ0765'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1957 (RFL)
 LQ0765'A NEVADA HIGHWAY SURVEY MARK ON THE NORTHWEST RIGHT-OF-WAY OF
 LQ0765'U.S. HIGHWAY 40 ABOUT 4 MILES SOUTHWEST OF THE CENTER OF ELKO.
 LQ0765'91-1/2 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 7 FEET
 LQ0765'SOUTHEAST OF THE FENCE LINE AND 5 FEET SOUTHWEST OF A RED
 LQ0765'AND WHITE STEEL FENCE (WITNESS) POST.
 LQ0765'
 LQ0765'TO REACH FROM THE TRAFFICE SIGNAL ON U.S. HIGHWAY 40 AT FIFTH
 LQ0765'AND IDAHO STREETS IN ELKO, GO SOUTHWEST ON U.S. HIGHWAY 40
 LQ0765'FOR 4.2 MILES TO THE MARK ON THE RIGHT.
 LQ0765'
 LQ0765'THE NEVADA HIGHWAY PLANNING COMMISSION MARK IS A BRONZE DISK
 LQ0765'SET IN AN 8-INCH SQUARE CONCRETE POST PROJECTING ABOUT 5
 LQ0765'INCHES.  NO STAMPING.  CAST--NEVADA HIGHWAY DEPT SURVEY MARK NO.
 LQ0765'A.S.C.-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0104 ***********************************************************************
 LR0104  DESIGNATION -  ASC 7 3
 LR0104  PID         -  LR0104
 LR0104  STATE/COUNTY-  NV/EUREKA
 LR0104  USGS QUAD   -  BOBS FLAT (1986)
 LR0104
 LR0104                         *CURRENT SURVEY CONTROL
 LR0104  ___________________________________________________________________
 LR0104* NAD 83(1994)-  40 38 58.07271(N)    116 22 42.11131(W)     ADJUSTED  
 LR0104* NAVD 88     -      1602.955  (meters)    5259.03   (feet)  ADJUSTED  
 LR0104  ___________________________________________________________________
 LR0104  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 LR0104  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 LR0104  DYNAMIC HT  -        1601.621 (meters)    5254.65  (feet)  COMP
 LR0104  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 LR0104
 LR0104  HORZ ORDER  -  SECOND
 LR0104  VERT ORDER  -  FIRST     CLASS II
 LR0104
 LR0104.The horizontal coordinates were established by classical geodetic methods
 LR0104.and adjusted by the National Geodetic Survey in June 1998..
 LR0104
 LR0104.The orthometric height was determined by differential leveling
 LR0104.and adjusted by the National Geodetic Survey in June 1991..
 LR0104
 LR0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0104
 LR0104.The geoid height was determined by GEOID03.
 LR0104
 LR0104.The dynamic height is computed by dividing the NAVD 88
 LR0104.geopotential number by the normal gravity value computed on the
 LR0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0104.degrees latitude (g = 980.6199 gals.).
 LR0104
 LR0104.The modeled gravity was interpolated from observed gravity values.
 LR0104
 LR0104;                    North         East     Units Scale Factor Converg.
 LR0104;SPC NV E     - 8,655,026.241   132,763.199   MT  0.99995563   -0 31 04.5
 LR0104;SPC NV E     -28,395,698.59    435,573.93   sFT  0.99995563   -0 31 04.5
 LR0104;SPC NV C     - 6,654,762.309   524,382.007   MT  0.99990731   +0 11 16.1
 LR0104;SPC NV C     -21,833,166.01  1,720,409.97   sFT  0.99990731   +0 11 16.1
 LR0104;UTM  11      - 4,500,031.231   552,556.671   MT  0.99963400   +0 24 17.9
 LR0104
 LR0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0104!SPC NV E     -   0.99975168  x   0.99995563  =   0.99970732
 LR0104!SPC NV C     -   0.99975168  x   0.99990731  =   0.99965901
 LR0104!UTM  11      -   0.99975168  x   0.99963400  =   0.99938577
 LR0104
 LR0104|---------------------------------------------------------------------|
 LR0104| PID    Reference Object                     Distance      Geod. Az  |
 LR0104|                                                           dddmmss.s |
 LR0104| DD5256 ASC 7 3 RM 1                         13.969 METERS 11647     |
 LR0104| DD5257 ASC 7 3 RM 2                         11.390 METERS 27613     |
 LR0104|---------------------------------------------------------------------|
 LR0104
 LR0104                          SUPERSEDED SURVEY CONTROL
 LR0104
 LR0104  NAD 83(1986)-  40 38 58.07604(N)    116 22 42.10514(W) AD(       ) 2
 LR0104  NAD 27      -  40 38 58.38390(N)    116 22 38.80700(W) AD(       ) 2
 LR0104  NGVD 29 (??/??/92) 1601.831  (m)         5255.34   (f) ADJ UNCH    1 2
 LR0104
 LR0104.Superseded values are not recommended for survey control.
 LR0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0104.See file dsdata.txt to determine how the superseded data were derived.
 LR0104
 LR0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF5255700031(NAD 83)
 LR0104_MARKER: DD = SURVEY DISK
 LR0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0104_STAMPING: ASC 7-3 1957
 LR0104_MARK LOGO: NVDH  
 LR0104_PROJECTION: PROJECTING 12 CENTIMETERS
 LR0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0104+STABILITY: SURFACE MOTION
 LR0104
 LR0104  HISTORY     - Date     Condition        Report By
 LR0104  HISTORY     - 1958     MONUMENTED       NVDH
 LR0104  HISTORY     - 1958     GOOD             NGS
 LR0104  HISTORY     - 1984     GOOD             NGS
 LR0104
 LR0104                          STATION DESCRIPTION
 LR0104
 LR0104'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1958 (WWH)
 LR0104'THE STATION IS ABOUT 6.0 MILES WEST OF EIMGRANT PASS, 3.6
 LR0104'MILES EAST OF THE JUNCTION OF BEOWAWE ROAD AND U.S. HIGHWAY
 LR0104'40, AT THE EAST END OF A HIGHWAY CUT BANK AND ON THE NORTH
 LR0104'SIDE OF THE HIGHWAY.
 LR0104'
 LR0104'TO REACH FROM THE JUNCTION OF THE BEOWAWE TURN OFF AND U.S.
 LR0104'HIGHWAY 40, GO EASTERLY ALONG U.S. HIGHWAY 40 FOR 3.6 MILES
 LR0104'TO THE STATION ON THE RIGHT.
 LR0104'
 LR0104'THE STATION MARK, ESTABLISHED BY THE NEVADA HIGHWAY DEPARTMENT,
 LR0104'IS A BRONZE DISK STAMPED ASC 7-3 1957, SET IN A SQUARE CONCRETE
 LR0104'POST PROJECTING ABOUT 1 INCH.  IT IS 38 PACES NORTH OF THE
 LR0104'CENTERLINE OF THE HIGHWAY, 11-1/2 FEET SOUTH OF THE RIGHT-OF-WAY
 LR0104'FENCE, AND 5 FEET WEST OF A METAL WITNESS POST.
 LR0104'
 LR0104'REFERENCE MARKS 1 AND 2, STAMPED ASC 7-3 1958, ARE STANDARD
 LR0104'DISKS SET IN CYLINDRICAL CONCRETE POSTS AND ABOUT LEVEL WITH
 LR0104'THE STATION.  THE REFERENCE MARKS ARE ALSO STAMPED NO 1
 LR0104'AND NO 2 RESPECTIVELY.
 LR0104
 LR0104                          STATION RECOVERY (1958)
 LR0104
 LR0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LR0104'8.9 MI SE FROM DUNPHY.
 LR0104'8.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE SOUTHERN PACIFIC
 LR0104'RAILROAD OVERPASS AT DUNPHY TO A HIGHWAY CUT BANK, 100.0 FEET NORTH OF
 LR0104'THE CENTERLINE OF THE HIGHWAY, 4.8 FEET WEST OF A WITNESS POST, 10.0
 LR0104'FEET SOUTH OF A FENCE LINE, SET IN A SQUARE CONCRETE POST PROJECTING 3
 LR0104'INCHES ABOVE GROUND SURFACE.
 LR0104
 LR0104                          STATION RECOVERY (1984)
 LR0104
 LR0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0104'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  24.65 KM
 LR0104'(15.35 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF STATE
 LR0104'HIGHWAY 278 AT CARLIN, ON TOP OF THE SOUTHEAST END OF A CUT BANK,
 LR0104'0.8 KM (0.5 MI) NORTHWEST OF MILEPOST 265, 34.1 METERS (112 FT)
 LR0104'NORTHEAST OF THE WEST BOUND HIGHWAY CENTERLINE, 30.8 METERS (101 FT)
 LR0104'WEST OF THE NORTHWEST END OF A WOODEN BRACE IN THE RIGHT OF WAY FENCE,
 LR0104'26.8 METERS (88 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE, 13.9 METERS
 LR0104'(45.5 FT) NORTHWEST OF RM 1 AND 11.4 METERS (37.5 FT) SOUTHEAST OF RM
 LR0104'2.
 LR0104'THE MARK IS 1.5 METERS  NW FROM A WITNESS POST.
 LR0104'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0103 ***********************************************************************
 LR0103  DESIGNATION -  ASC 7 3 RM 1
 LR0103  PID         -  LR0103
 LR0103  STATE/COUNTY-  NV/EUREKA
 LR0103  USGS QUAD   -  BOBS FLAT (1986)
 LR0103
 LR0103                         *CURRENT SURVEY CONTROL
 LR0103  ___________________________________________________________________
 LR0103* NAD 83(1986)-  40 38 58.     (N)    116 22 42.     (W)     SCALED    
 LR0103* NAVD 88     -      1603.052  (meters)    5259.35   (feet)  POSTED    
 LR0103  ___________________________________________________________________
 LR0103  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 LR0103  DYNAMIC HT  -        1601.720 (meters)    5254.98  (feet)  COMP
 LR0103  MODELED GRAV-     979,735.3   (mgal)                       NAVD 88
 LR0103
 LR0103  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 LR0103
 LR0103.The horizontal coordinates were scaled from a topographic map and have
 LR0103.an estimated accuracy of +/- 6 seconds.
 LR0103
 LR0103.The orthometric height was determined by differential leveling
 LR0103.and adjusted by the National Geodetic Survey in 1992..
 LR0103.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 LR0103.rate greater than 8.0 mm/km.
 LR0103
 LR0103.The geoid height was determined by GEOID03.
 LR0103
 LR0103.The dynamic height is computed by dividing the NAVD 88
 LR0103.geopotential number by the normal gravity value computed on the
 LR0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0103.degrees latitude (g = 980.6199 gals.).
 LR0103
 LR0103.The modeled gravity was interpolated from observed gravity values.
 LR0103
 LR0103;                    North         East    Units  Estimated Accuracy
 LR0103;SPC NV E     - 8,655,020.      132,770.      MT  (+/- 180 meters Scaled)
 LR0103
 LR0103                          SUPERSEDED SURVEY CONTROL
 LR0103
 LR0103  NGVD 29 (??/??/92) 1601.928  (m)         5255.66   (f) ADJ UNCH    2 0
 LR0103
 LR0103.Superseded values are not recommended for survey control.
 LR0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0103.See file dsdata.txt to determine how the superseded data were derived.
 LR0103
 LR0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF525000(NAD 83)
 LR0103_MARKER: DR = REFERENCE MARK DISK
 LR0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0103_STAMPING: ASC 7-3 1958
 LR0103_MARK LOGO: CGS   
 LR0103_PROJECTION: PROJECTING 3 CENTIMETERS
 LR0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0103+STABILITY: SURFACE MOTION
 LR0103
 LR0103  HISTORY     - Date     Condition        Report By
 LR0103  HISTORY     - 1958     MONUMENTED       CGS
 LR0103  HISTORY     - 1984     GOOD             NGS
 LR0103
 LR0103                          STATION DESCRIPTION
 LR0103
 LR0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0103'8.9 MI SE FROM DUNPHY.
 LR0103'8.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE SOUTHERN PACIFIC
 LR0103'RAILROAD OVERPASS AT DUNPHY, 45.83 FEET SOUTHEAST OF THE STATION MARK,
 LR0103'SET IN A ROUND CONCRETE POST AND ABOUT LEVEL WITH THE STATION.
 LR0103
 LR0103                          STATION RECOVERY (1984)
 LR0103
 LR0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0103'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0103'NEW DESCRIPTION FOLLOWS.  24.65 KM (15.35 MI) SOUTHWEST ALONG
 LR0103'INTERSTATE 80 FROM THE JUNCTION OF STATE HIGHWAY 278 AT CARLIN, ON TOP
 LR0103'OF THE SOUTHEAST END OF A CUT BANK, 0.8 KM (0.5 MI) NORTHWEST OF
 LR0103'MILEPOST 265, 30.9 METERS (111.5 FT) NORTHEAST OF THE WEST BOUND
 LR0103'HIGHWAY CENTERLINE, 25.3 METERS (83 FT) SOUTHEAST OF RM 2 AND
 LR0103'13.9 METERS (45.5 FT) SOUTHEAST OF THE STATION.
 LR0103'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 LR0103'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0105 ***********************************************************************
 LR0105  DESIGNATION -  ASC 7 3 RM 2
 LR0105  PID         -  LR0105
 LR0105  STATE/COUNTY-  NV/EUREKA
 LR0105  USGS QUAD   -  BOBS FLAT (1986)
 LR0105
 LR0105                         *CURRENT SURVEY CONTROL
 LR0105  ___________________________________________________________________
 LR0105* NAD 83(1986)-  40 38 58.     (N)    116 22 42.     (W)     SCALED    
 LR0105* NAVD 88     -      1602.862  (meters)    5258.72   (feet)  ADJUSTED  
 LR0105  ___________________________________________________________________
 LR0105  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 LR0105  DYNAMIC HT  -        1601.527 (meters)    5254.34  (feet)  COMP
 LR0105  MODELED GRAV-     979,735.3   (mgal)                       NAVD 88
 LR0105
 LR0105  VERT ORDER  -  SECOND    CLASS 0
 LR0105
 LR0105.The horizontal coordinates were scaled from a topographic map and have
 LR0105.an estimated accuracy of +/- 6 seconds.
 LR0105
 LR0105.The orthometric height was determined by differential leveling
 LR0105.and adjusted by the National Geodetic Survey in June 1991..
 LR0105
 LR0105.The geoid height was determined by GEOID03.
 LR0105
 LR0105.The dynamic height is computed by dividing the NAVD 88
 LR0105.geopotential number by the normal gravity value computed on the
 LR0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0105.degrees latitude (g = 980.6199 gals.).
 LR0105
 LR0105.The modeled gravity was interpolated from observed gravity values.
 LR0105
 LR0105;                    North         East    Units  Estimated Accuracy
 LR0105;SPC NV E     - 8,655,020.      132,770.      MT  (+/- 180 meters Scaled)
 LR0105
 LR0105                          SUPERSEDED SURVEY CONTROL
 LR0105
 LR0105  NGVD 29 (??/??/92) 1601.737  (m)         5255.03   (f) ADJ UNCH    2 0
 LR0105
 LR0105.Superseded values are not recommended for survey control.
 LR0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0105.See file dsdata.txt to determine how the superseded data were derived.
 LR0105
 LR0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF525000(NAD 83)
 LR0105_MARKER: DR = REFERENCE MARK DISK
 LR0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0105_STAMPING: ASC 7-3 1958
 LR0105_MARK LOGO: CGS   
 LR0105_PROJECTION: PROJECTING 6 CENTIMETERS
 LR0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0105+STABILITY: SURFACE MOTION
 LR0105
 LR0105  HISTORY     - Date     Condition        Report By
 LR0105  HISTORY     - 1958     MONUMENTED       CGS
 LR0105  HISTORY     - 1984     GOOD             NGS
 LR0105
 LR0105                          STATION DESCRIPTION
 LR0105
 LR0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0105'8.9 MI SE FROM DUNPHY.
 LR0105'8.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE SOUTHERN PACIFIC
 LR0105'RAILROAD OVERPASS AT DUNPHY, 37.37 FEET WEST OF THE STATION MARK, SET
 LR0105'IN A ROUND CONCRETE POST ABOUT LEVEL WITH THE STATION.
 LR0105
 LR0105                          STATION RECOVERY (1984)
 LR0105
 LR0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0105'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0105'NEW DESCRIPTION FOLLOWS.  24.65 KM (15.35 MI) SOUTHWEST ALONG
 LR0105'INTERSTATE 80 FROM THE JUNCTION OF STATE HIGHWAY 278 AT CARLIN, ON TOP
 LR0105'OF THE SOUTHEAST END OF A CUT BANK, 0.8 KM (0.5 MI) NORTHWEST OF
 LR0105'MILEPOST 265, 30.6 METERS (100.5 FT) NORTHEAST OF THE WEST BOUND
 LR0105'HIGHWAY CENTERLINE, 30.3 METERS (99.5 FT) SOUTHWEST OF THE RIGHT OF
 LR0105'WAY FENCE, 25.3 METERS (83 FT) NORTHWEST OF RM 1 AND 11.4 METERS
 LR0105'(37.5 FT) NORTHWEST OF THE STATION.
 LR0105'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 LR0105'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0891 ***********************************************************************
 LR0891  DESIGNATION -  ASC 7 4
 LR0891  PID         -  LR0891
 LR0891  STATE/COUNTY-  NV/EUREKA
 LR0891  USGS QUAD   -  EMIGRANT PASS (1986)
 LR0891
 LR0891                         *CURRENT SURVEY CONTROL
 LR0891  ___________________________________________________________________
 LR0891* NAD 83(1994)-  40 39 34.77175(N)    116 15 06.55766(W)     ADJUSTED  
 LR0891* NAVD 88     -      1830.1    (meters)    6004.     (feet)  VERTCON   
 LR0891  ___________________________________________________________________
 LR0891  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 LR0891  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 LR0891
 LR0891  HORZ ORDER  -  SECOND
 LR0891
 LR0891.The horizontal coordinates were established by classical geodetic methods
 LR0891.and adjusted by the National Geodetic Survey in June 1998..
 LR0891
 LR0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0891
 LR0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0891
 LR0891.The geoid height was determined by GEOID03.
 LR0891
 LR0891;                    North         East     Units Scale Factor Converg.
 LR0891;SPC NV E     - 8,656,069.132   143,473.764   MT  0.99993932   -0 26 08.1
 LR0891;SPC NV E     -28,399,120.14    470,713.51   sFT  0.99993932   -0 26 08.1
 LR0891;UTM  11      - 4,501,246.144   563,245.777   MT  0.99964923   +0 29 15.0
 LR0891
 LR0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0891!SPC NV E     -   0.99971601  x   0.99993932  =   0.99965535
 LR0891!UTM  11      -   0.99971601  x   0.99964923  =   0.99936534
 LR0891
 LR0891|---------------------------------------------------------------------|
 LR0891| PID    Reference Object                     Distance      Geod. Az  |
 LR0891|                                                           dddmmss.s |
 LR0891| DD5258 ASC 7 4 RM 1                         10.358 METERS 18015     |
 LR0891| DD5259 ASC 7 4 RM 2                          6.778 METERS 25446     |
 LR0891|---------------------------------------------------------------------|
 LR0891
 LR0891                          SUPERSEDED SURVEY CONTROL
 LR0891
 LR0891  NAD 83(1986)-  40 39 34.77545(N)    116 15 06.55079(W) AD(       ) 2
 LR0891  NAD 27      -  40 39 35.07670(N)    116 15 03.26020(W) AD(       ) 2
 LR0891  NGVD 29 (07/19/86) 1829.0    (m)         6001.     (f) VERT ANG       
 LR0891
 LR0891.Superseded values are not recommended for survey control.
 LR0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0891.See file dsdata.txt to determine how the superseded data were derived.
 LR0891
 LR0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF6324601246(NAD 83)
 LR0891_MARKER: DD = SURVEY DISK
 LR0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0891
 LR0891  HISTORY     - Date     Condition        Report By
 LR0891  HISTORY     - 1958     MONUMENTED       NVDH
 LR0891
 LR0891                          STATION DESCRIPTION
 LR0891
 LR0891'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1958 (WWH)
 LR0891'THE STATION IS 9.95 MILES WEST ALONG U.S. HIGHWAY 40 FROM CARLIN,
 LR0891'1.0 MILE EAST OF SUMMIT OF EMIGRANT PASS, AT THE EAST END OF A
 LR0891'HIGHWAY CUT BANK AND ON POINT OF RIDGE NORTH OF HIGHWAY AND DEEP
 LR0891'HIGHWAY CUT BANK.
 LR0891'
 LR0891'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 LR0891'20 AT CARLIN GO WESTERLY ALONG U.S. HIGHWAY 40 FOR 9.75 MILES
 LR0891'TO A SIDE ROAD AND GATE ON RIGHT, GO THROUGH GATE THENCE LEFT
 LR0891'ALONG RIGHT SIDE OF RIGHTWAY FENCE FOR 0.1 MILE SOUTHWEST,
 LR0891'THENCE RIGHT OF BULLDOZING OPERATIONS IN WASH FOR 0.1 MILE
 LR0891'NORTHWEST, THENCE UP ONTO RIDGE AND BACK TO LEFT TO STATION
 LR0891'ABOUT 0.15 MILE NORTH AND SOUTHWEST.
 LR0891'
 LR0891'THE STATION MARK, ESTABLISHED BY THE NEVADA HIGHWAY DEPARTMENT
 LR0891'IS A BRONZE DISK STAMPED A.S.C. 7-4 1957, SET IN A SQUARE CONCRETE
 LR0891'POST PROJECTING ABOUT 7-INCHES AND 4.5 FEET SOUTH OF A METAL
 LR0891'WITNESS POST.
 LR0891'
 LR0891'REFERENCE MARKS 1 AND 2, STAMPED ASC 7-4 1958, ARE STANDARD
 LR0891'DISKS CEMENTED IN DRILL HOLES OF EMBEDDED BOULDERS, THE BOULDER
 LR0891'HOLDING R.M. 1 PROJECTS 8-INCHES AND ABOUT 3-FEET LOWER THAN
 LR0891'STATION, THE OTHER PROJECTS 5-INCHES AND IS 1-FOOT LOWER THAN
 LR0891'STATION.  REFERENCE MARKS ARE ALSO STAMPED NO 1 AND NO 2,
 LR0891'RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0062 ***********************************************************************
 LR0062  DESIGNATION -  ASC 7 5
 LR0062  PID         -  LR0062
 LR0062  STATE/COUNTY-  NV/EUREKA
 LR0062  USGS QUAD   -  CARLIN WEST (1985)
 LR0062
 LR0062                         *CURRENT SURVEY CONTROL
 LR0062  ___________________________________________________________________
 LR0062* NAD 83(1994)-  40 42 14.43127(N)    116 10 04.78543(W)     ADJUSTED  
 LR0062* NAVD 88     -      1554.645  (meters)    5100.53   (feet)  ADJUSTED  
 LR0062  ___________________________________________________________________
 LR0062  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 LR0062  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 LR0062  DYNAMIC HT  -        1553.367 (meters)    5096.34  (feet)  COMP
 LR0062  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 LR0062
 LR0062  HORZ ORDER  -  SECOND
 LR0062  VERT ORDER  -  FIRST     CLASS II
 LR0062
 LR0062.The horizontal coordinates were established by classical geodetic methods
 LR0062.and adjusted by the National Geodetic Survey in June 1998..
 LR0062
 LR0062.The orthometric height was determined by differential leveling
 LR0062.and adjusted by the National Geodetic Survey in June 1991..
 LR0062
 LR0062.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0062
 LR0062.The geoid height was determined by GEOID03.
 LR0062
 LR0062.The dynamic height is computed by dividing the NAVD 88
 LR0062.geopotential number by the normal gravity value computed on the
 LR0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0062.degrees latitude (g = 980.6199 gals.).
 LR0062
 LR0062.The modeled gravity was interpolated from observed gravity values.
 LR0062
 LR0062;                    North         East     Units Scale Factor Converg.
 LR0062;SPC NV E     - 8,660,943.124   150,594.715   MT  0.99993003   -0 22 52.7
 LR0062;SPC NV E     -28,415,110.90    494,076.16   sFT  0.99993003   -0 22 52.7
 LR0062;UTM  11      - 4,506,232.879   570,285.278   MT  0.99966080   +0 32 33.4
 LR0062
 LR0062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0062!SPC NV E     -   0.99975918  x   0.99993003  =   0.99968923
 LR0062!UTM  11      -   0.99975918  x   0.99966080  =   0.99942006
 LR0062
 LR0062|---------------------------------------------------------------------|
 LR0062| PID    Reference Object                     Distance      Geod. Az  |
 LR0062|                                                           dddmmss.s |
 LR0062| DD5261 ASC 7 5 RM 2                         20.418 METERS 04512     |
 LR0062| DD5260 ASC 7 5 RM 1                          8.912 METERS 24034     |
 LR0062|---------------------------------------------------------------------|
 LR0062
 LR0062                          SUPERSEDED SURVEY CONTROL
 LR0062
 LR0062  NAD 83(1986)-  40 42 14.43534(N)    116 10 04.77790(W) AD(       ) 2
 LR0062  NAD 27      -  40 42 14.73280(N)    116 10 01.49050(W) AD(       ) 2
 LR0062  NGVD 29 (??/??/92) 1553.547  (m)         5096.93   (f) ADJ UNCH    1 2
 LR0062
 LR0062.Superseded values are not recommended for survey control.
 LR0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0062.See file dsdata.txt to determine how the superseded data were derived.
 LR0062
 LR0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF7028506233(NAD 83)
 LR0062_MARKER: DD = SURVEY DISK
 LR0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0062_STAMPING: A.S.C. 7-5 1958
 LR0062_MARK LOGO: NVDH  
 LR0062_PROJECTION: PROJECTING 12 CENTIMETERS
 LR0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0062+STABILITY: SURFACE MOTION
 LR0062
 LR0062  HISTORY     - Date     Condition        Report By
 LR0062  HISTORY     - 1958     MONUMENTED       NVDH
 LR0062  HISTORY     - 1958     GOOD             NGS
 LR0062  HISTORY     - 1968     GOOD             NVDH
 LR0062  HISTORY     - 1984     GOOD             NGS
 LR0062
 LR0062                          STATION DESCRIPTION
 LR0062
 LR0062'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1958 (WWH)
 LR0062'THE STATION IS 3.5 MILES WESTERLY ALONG U.S. HIGHWAY 40 FROM
 LR0062'CARLIN, 90.3 FEET NORTH-NORTHWEST OF CENTERLINE OF U.S. HIGHWAY
 LR0062'40, 9.25 FEET SOUTH-SOUTHEAST OF RIGHT OF WAY FENCE.
 LR0062'
 LR0062'THE STATION MARK, STAMPED A.S.C., IS A NEVADA HIGHWAY DEPARTMENT
 LR0062'SURVEY MARK SET IN A SQUARE CONCRETE POST PROJECTING 6 INCHES.
 LR0062'5.1 FEET SOUTHWEST OF A METAL WITNESS POST.
 LR0062'
 LR0062'REFERENCE MARK 1, STAMPED ASC 7-5 NO 1 1958, IS A STANDARD DISK
 LR0062'SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES.
 LR0062'
 LR0062'REFERENCE MARK 2 IS A NEVADA HIGHWAY DEPARTMENT SQUARE CONCRETE
 LR0062'RIGHT OF WAY MARKER WITH COPPER PIN IN ITS CENTER PROJECTING 5
 LR0062'INCHES.
 LR0062
 LR0062                          STATION RECOVERY (1958)
 LR0062
 LR0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LR0062'3.4 MI SW FROM CARLIN.
 LR0062'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF 10 TH
 LR0062'STREET AT CARLIN, 91.0 FEET NORTHWEST OF THE CENTERLINE OF THE
 LR0062'HIGHWAY, 9.0 FEET SOUTHEAST OF A FENCE LINE, 5.1 FEET SOUTHWEST OF A
 LR0062'WITNESS POST, SET IN A SQUARE CONCRETE POST PROJECTING 8 INCHES ABOVE
 LR0062'GROUND SURFACE.
 LR0062
 LR0062                          STATION RECOVERY (1968)
 LR0062
 LR0062'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1968
 LR0062'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LR0062'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LR0062'
 LR0062'DUE TO PROPOSED HIGHWAY CONSTRUCTION A NEW STATION, 7-5-2 (NHD)
 LR0062'1966, REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.
 LR0062'
 LR0062'THE DISKS FOR STATION 7-5 (NHD) 1958 WERE LEFT IN PLACE AS THEY
 LR0062'MAY NOT BE DISTURBED BY THE CONSTRUCTION WORK.
 LR0062
 LR0062                          STATION RECOVERY (1984)
 LR0062
 LR0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0062'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.5 KM
 LR0062'(2.2 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF STATE
 LR0062'HIGHWAY 278 AT CARLIN, AT THE NORTHEAST END OF A CURVE, 0.4 KM
 LR0062'(0.25 MI) NORTHEAST OF MILEPOST 277, 22.4 METERS (73.5 FT) NORTHWEST
 LR0062'OF THE WEST BOUND HIGHWAY CENTERLINE, 29.5 METERS (97 FT) SOUTH OF ASC
 LR0062'7 5 2 NVDH, 30.0 METERS (98.5 FT) SOUTHEAST OF THE SOUTHEAST END OF A
 LR0062'WOODEN BRACE IN THE RIGHT OF WAY FENCE.
 LR0062'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0065 ***********************************************************************
 LR0065  DESIGNATION -  ASC 7 5 2 RM 3
 LR0065  PID         -  LR0065
 LR0065  STATE/COUNTY-  NV/EUREKA
 LR0065  USGS QUAD   -  CARLIN WEST (1985)
 LR0065
 LR0065                         *CURRENT SURVEY CONTROL
 LR0065  ___________________________________________________________________
 LR0065* NAD 83(1986)-  40 42 14.     (N)    116 10 04.     (W)     SCALED    
 LR0065* NAVD 88     -      1554.66   (meters)    5100.6    (feet)  RESET     
 LR0065  ___________________________________________________________________
 LR0065  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 LR0065
 LR0065  VERT ORDER  -  THIRD
 LR0065
 LR0065.The horizontal coordinates were scaled from a topographic map and have
 LR0065.an estimated accuracy of +/- 6 seconds.
 LR0065
 LR0065.The orthometric height was computed from unverified reset data.
 LR0065
 LR0065.The geoid height was determined by GEOID03.
 LR0065
 LR0065;                    North         East    Units  Estimated Accuracy
 LR0065;SPC NV E     - 8,660,930.      150,610.      MT  (+/- 180 meters Scaled)
 LR0065
 LR0065                          SUPERSEDED SURVEY CONTROL
 LR0065
 LR0065.No superseded survey control is available for this station.
 LR0065
 LR0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF703062(NAD 83)
 LR0065_MARKER: DR = REFERENCE MARK DISK
 LR0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0065_STAMPING: ASC 7-5 NHD 2 RM 3 1966
 LR0065_MARK LOGO: CGS   
 LR0065_PROJECTION: RECESSED 3 CENTIMETERS
 LR0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0065+STABILITY: SURFACE MOTION
 LR0065
 LR0065  HISTORY     - Date     Condition        Report By
 LR0065  HISTORY     - 1966     MONUMENTED       NVDH
 LR0065  HISTORY     - 1968     GOOD             NVDH
 LR0065  HISTORY     - 1984     GOOD             NGS
 LR0065
 LR0065                          STATION DESCRIPTION
 LR0065
 LR0065'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1968
 LR0065'3.4 MI SW FROM CARLIN.
 LR0065'ABOUT 3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 LR0065'10TH STREET IN CARLIN, AT THE EASTERLY END OF A LONG CURVE, 21.938
 LR0065'FEET FROM THE STATION, SET IN THE TOP OF A CONCRETE POST.
 LR0065
 LR0065                          STATION RECOVERY (1984)
 LR0065
 LR0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0065'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0065'NEW DESCRIPTION FOLLOWS.  3.5 KM (2.2 MI) SOUTHWEST ALONG INTERSTATE
 LR0065'80 FROM THE JUNCTION OF STATE HIGHWAY 278 AT CARLIN, AT THE NORTHEAST
 LR0065'END OF A CURVE, 40.5 METERS (133 FT) NORTHWEST OF THE WEST BOUND
 LR0065'HIGHWAY CENTERLINE, 11.3 METERS (37 FT) SOUTHEAST OF THE RIGHT OF WAY
 LR0065'FENCE, 9.9 METERS (32.5 FT) NORTHEAST OF RM 4 AND 6.7 METERS (22 FT)
 LR0065'EAST OF THE STATION.
 LR0065'THE MARK IS 6.7 METERS  E FROM A WITNESS POST.
 LR0065'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0066 ***********************************************************************
 LR0066  DESIGNATION -  ASC 7 5 2 RM 4
 LR0066  PID         -  LR0066
 LR0066  STATE/COUNTY-  NV/EUREKA
 LR0066  USGS QUAD   -  CARLIN WEST (1985)
 LR0066
 LR0066                         *CURRENT SURVEY CONTROL
 LR0066  ___________________________________________________________________
 LR0066* NAD 83(1986)-  40 42 14.     (N)    116 10 04.     (W)     SCALED    
 LR0066* NAVD 88     -      1554.71   (meters)    5100.7    (feet)  RESET     
 LR0066  ___________________________________________________________________
 LR0066  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 LR0066
 LR0066  VERT ORDER  -  THIRD
 LR0066
 LR0066.The horizontal coordinates were scaled from a topographic map and have
 LR0066.an estimated accuracy of +/- 6 seconds.
 LR0066
 LR0066.The orthometric height was computed from unverified reset data.
 LR0066
 LR0066.The geoid height was determined by GEOID03.
 LR0066
 LR0066;                    North         East    Units  Estimated Accuracy
 LR0066;SPC NV E     - 8,660,930.      150,610.      MT  (+/- 180 meters Scaled)
 LR0066
 LR0066                          SUPERSEDED SURVEY CONTROL
 LR0066
 LR0066.No superseded survey control is available for this station.
 LR0066
 LR0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF703062(NAD 83)
 LR0066_MARKER: DR = REFERENCE MARK DISK
 LR0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0066_STAMPING: ASC 7-5 NHD 2 NO 4 1966
 LR0066_MARK LOGO: CGS   
 LR0066_PROJECTION: RECESSED 3 CENTIMETERS
 LR0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0066+STABILITY: SURFACE MOTION
 LR0066
 LR0066  HISTORY     - Date     Condition        Report By
 LR0066  HISTORY     - 1966     MONUMENTED       NVDH
 LR0066  HISTORY     - 1968     GOOD             NVDH
 LR0066  HISTORY     - 1984     GOOD             NGS
 LR0066
 LR0066                          STATION DESCRIPTION
 LR0066
 LR0066'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1968
 LR0066'3.4 MI SW FROM CARLIN.
 LR0066'ABOUT 3.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 80 FROM THE JUNCTION OF
 LR0066'10TH STREET IN CARLIN, AT THE EASTERLY END OF A LONG CURVE, 16.539
 LR0066'FEET FROM THE STATION, SET IN THE TOP OF A CONCRETE POST.
 LR0066
 LR0066                          STATION RECOVERY (1984)
 LR0066
 LR0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0066'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0066'NEW DESCRIPTION FOLLOWS.  3.5 KM (2.2 MI) SOUTHWEST ALONG INTERSTATE
 LR0066'80 FROM THE JUNCTION OF STATE HIGHWAY 278 AT CARLIN, AT THE NORTHEAST
 LR0066'END OF A CURVE, 0.4 KM (0.25 MI) NORTHEAST OF MILEPOST 277,
 LR0066'41.5 METERS (136.5 FT) NORTHWEST OF THE WEST BOUND HIGHWAY CENTERLINE,
 LR0066'9.8 METERS (32.5 FT) SOUTHWEST OF RM 3, 10.2 METERS (33.5 FT)
 LR0066'SOUTHEAST OF THE RIGHT OF WAY FENCE AND 5.0 METERS (16.5 FT) SOUTH OF
 LR0066'THE STATION.
 LR0066'THE MARK IS 5.0 METERS  S FROM A WITNESS POST.
 LR0066'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0064 ***********************************************************************
 LR0064  DESIGNATION -  ASC 7 5 RM 1
 LR0064  PID         -  LR0064
 LR0064  STATE/COUNTY-  NV/EUREKA
 LR0064  USGS QUAD   -  CARLIN WEST (1985)
 LR0064
 LR0064                         *CURRENT SURVEY CONTROL
 LR0064  ___________________________________________________________________
 LR0064* NAD 83(1986)-  40 42 19.     (N)    116 09 57.     (W)     SCALED    
 LR0064* NAVD 88     -      1554.696  (meters)    5100.70   (feet)  ADJUSTED  
 LR0064  ___________________________________________________________________
 LR0064  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 LR0064  DYNAMIC HT  -        1553.421 (meters)    5096.52  (feet)  COMP
 LR0064  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 LR0064
 LR0064  VERT ORDER  -  SECOND    CLASS 0
 LR0064
 LR0064.The horizontal coordinates were scaled from a topographic map and have
 LR0064.an estimated accuracy of +/- 6 seconds.
 LR0064
 LR0064.The orthometric height was determined by differential leveling
 LR0064.and adjusted by the National Geodetic Survey in June 1991..
 LR0064
 LR0064.The geoid height was determined by GEOID03.
 LR0064
 LR0064.The dynamic height is computed by dividing the NAVD 88
 LR0064.geopotential number by the normal gravity value computed on the
 LR0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0064.degrees latitude (g = 980.6199 gals.).
 LR0064
 LR0064.The modeled gravity was interpolated from observed gravity values.
 LR0064
 LR0064;                    North         East    Units  Estimated Accuracy
 LR0064;SPC NV E     - 8,661,080.      150,780.      MT  (+/- 180 meters Scaled)
 LR0064
 LR0064                          SUPERSEDED SURVEY CONTROL
 LR0064
 LR0064  NGVD 29 (??/??/92) 1553.601  (m)         5097.11   (f) ADJ UNCH    2 0
 LR0064
 LR0064.Superseded values are not recommended for survey control.
 LR0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0064.See file dsdata.txt to determine how the superseded data were derived.
 LR0064
 LR0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF704063(NAD 83)
 LR0064_MARKER: DR = REFERENCE MARK DISK
 LR0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0064_STAMPING: ASC 7-5 NO 1 1958
 LR0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0064+STABILITY: SURFACE MOTION
 LR0064
 LR0064  HISTORY     - Date     Condition        Report By
 LR0064  HISTORY     - 1958     MONUMENTED       CGS
 LR0064  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0064
 LR0064                          STATION DESCRIPTION
 LR0064
 LR0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0064'3.4 MI SW FROM CARLIN.
 LR0064'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF 10TH
 LR0064'STREET AT CARLIN, 93.6 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 29.3
 LR0064'FEET SOUTHWEST OF STATION A.S.C. 7-5, 5.6 FEET SOUTHEAST OF RIGHT OF
 LR0064'WAY FENCE, SET IN TOP OF A ROUND CONCRETE POST PROJECTING 5 INCHES
 LR0064'ABOVE GROUND SURFACE AND ABOUT 2 FEET BELOW THE HIGHWAY.
 LR0064
 LR0064                          STATION RECOVERY (1984)
 LR0064
 LR0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0064'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0886 ***********************************************************************
 LR0886  DESIGNATION -  ASC 7 6
 LR0886  PID         -  LR0886
 LR0886  STATE/COUNTY-  NV/ELKO
 LR0886  USGS QUAD   -  CARLIN EAST (1985)
 LR0886
 LR0886                         *CURRENT SURVEY CONTROL
 LR0886  ___________________________________________________________________
 LR0886* NAD 83(1994)-  40 43 13.71010(N)    116 07 12.97483(W)     ADJUSTED  
 LR0886* NAVD 88     -      1562.0    (meters)    5125.     (feet)  VERTCON   
 LR0886  ___________________________________________________________________
 LR0886  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 LR0886  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 LR0886
 LR0886  HORZ ORDER  -  SECOND
 LR0886
 LR0886.The horizontal coordinates were established by classical geodetic methods
 LR0886.and adjusted by the National Geodetic Survey in June 1998..
 LR0886
 LR0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0886
 LR0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0886
 LR0886.The geoid height was determined by GEOID03.
 LR0886
 LR0886;                    North         East     Units Scale Factor Converg.
 LR0886;SPC NV E     - 8,662,745.770   154,638.792   MT  0.99992532   -0 21 01.0
 LR0886;SPC NV E     -28,421,025.08    507,344.10   sFT  0.99992532   -0 21 01.0
 LR0886;UTM  11      - 4,508,100.018   574,298.701   MT  0.99966795   +0 34 26.2
 LR0886
 LR0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0886!SPC NV E     -   0.99975803  x   0.99992532  =   0.99968336
 LR0886!UTM  11      -   0.99975803  x   0.99966795  =   0.99942606
 LR0886
 LR0886|---------------------------------------------------------------------|
 LR0886| PID    Reference Object                     Distance      Geod. Az  |
 LR0886|                                                           dddmmss.s |
 LR0886| DD5262 ASC 7 6 RM 1                                       02307     |
 LR0886| DD5263 ASC 7 6 RM 2                                       24733     |
 LR0886|---------------------------------------------------------------------|
 LR0886
 LR0886                          SUPERSEDED SURVEY CONTROL
 LR0886
 LR0886  NAD 83(1986)-  40 43 13.71432(N)    116 07 12.96703(W) AD(       ) 2
 LR0886  NAD 27      -  40 43 14.01020(N)    116 07 09.68320(W) AD(       ) 2
 LR0886  NGVD 29 (07/19/86) 1560.9    (m)         5121.     (f) VERT ANG       
 LR0886
 LR0886.Superseded values are not recommended for survey control.
 LR0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0886.See file dsdata.txt to determine how the superseded data were derived.
 LR0886
 LR0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF7429908100(NAD 83)
 LR0886_MARKER: DD = SURVEY DISK
 LR0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0886
 LR0886  HISTORY     - Date     Condition        Report By
 LR0886  HISTORY     - 1958     MONUMENTED       NVDH
 LR0886  HISTORY     - 1964     GOOD             NVDH
 LR0886
 LR0886                          STATION DESCRIPTION
 LR0886
 LR0886'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1958 (WWH)
 LR0886'THE STATION IS ABOUT 1 MILE NORTHWEST OF THE CENTER OF CARLIN,
 LR0886'0.4 MILE SOUTH OF THE CITY DUMP, AND 0.2 MILE WEST OF A WATER
 LR0886'TANK, ON A FLAT SAGE RIDGE AT THE HEAD OF A DRAW.
 LR0886'
 LR0886'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 20 AND U.S. HIGHWAY
 LR0886'40 AT CARLIN, GO SOUTHWEST ALONG U.S. HIGHWAY 40 FOR 0.15 MILE
 LR0886'TO A SIDE STREET ON THE RIGHT.  TURN RIGHT (NORTH) TOWARD WATER
 LR0886'TANK FOR 0.3 MILE TO A FORK AT A CATTLE GUARD.  TAKE RIGHT FORK
 LR0886'ACROSS CATTLE GUARD AND GO 0.2 MILE TO THE CITY DUMP GROUND.
 LR0886'TURN RIGHT (WEST) ALONG TELEPHONE CABLE LINE ROAD FOR 0.3 MILE
 LR0886'TO CREST OF RIDGE, THENCE SOUTHEAST ALONG TRACK ROAD FOR 0.2
 LR0886'MILE TO STATION.
 LR0886'
 LR0886'THE STATION MARK, STAMPED ASC 7-6 1957, IS A BRONZE DISK SET IN
 LR0886'A SQUARE CONCRETE POST PROJECTING ABOUT 8 INCHES, 1.7 METERS
 LR0886'WEST OF A METAL WITNESS POST.  IT WAS ESTABLISHED BY THE NEVADA
 LR0886'HIGHWAY DEPARTMENT.
 LR0886'
 LR0886'REFERENCE MARK 1, STAMPED ASC 7-6 1958, IS A STANDARD DISK SET IN
 LR0886'A SQUARE CONCRETE POST FLUSH WITH THE GROUND, AND ABOUT LEVEL WITH
 LR0886'THE STATION.
 LR0886'
 LR0886'REFERENCE MARK 2, STAMPED ASC 7-6 1958, IS A STANDARD DISK SET
 LR0886'IN A SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES, AND ABOUT
 LR0886'LEVEL WITH THE STATION.
 LR0886
 LR0886                          STATION RECOVERY (1964)
 LR0886
 LR0886'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1964 (ALM)
 LR0886'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 LR0886'THE PREVIOUS DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING
 LR0886'CHANGES--
 LR0886'
 LR0886'TURN LEFT (WEST) ALONG TELEPHONE CABLE LINE ROAD FOR 0.3 MILE
 LR0886'TO CREST OF RIDGE, THENCE SOUTHWEST AONG TRACK ROAD FOR 0.2 MILE
 LR0886'TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0042 ***********************************************************************
 LR0042  DESIGNATION -  ASC 7 7
 LR0042  PID         -  LR0042
 LR0042  STATE/COUNTY-  NV/ELKO
 LR0042  USGS QUAD   -  CARLIN EAST (1985)
 LR0042
 LR0042                         *CURRENT SURVEY CONTROL
 LR0042  ___________________________________________________________________
 LR0042* NAD 83(1994)-  40 43 38.95239(N)    116 03 27.99967(W)     ADJUSTED  
 LR0042* NAVD 88     -      1504.283  (meters)    4935.30   (feet)  ADJUSTED  
 LR0042  ___________________________________________________________________
 LR0042  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 LR0042  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 LR0042  DYNAMIC HT  -        1503.066 (meters)    4931.31  (feet)  COMP
 LR0042  MODELED GRAV-     979,762.8   (mgal)                       NAVD 88
 LR0042
 LR0042  HORZ ORDER  -  THIRD
 LR0042  VERT ORDER  -  SECOND    CLASS 0
 LR0042
 LR0042.The horizontal coordinates were established by classical geodetic methods
 LR0042.and adjusted by the National Geodetic Survey in June 1998..
 LR0042
 LR0042.The orthometric height was determined by differential leveling
 LR0042.and adjusted by the National Geodetic Survey in June 1991..
 LR0042
 LR0042.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0042
 LR0042.The geoid height was determined by GEOID03.
 LR0042
 LR0042.The dynamic height is computed by dividing the NAVD 88
 LR0042.geopotential number by the normal gravity value computed on the
 LR0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0042.degrees latitude (g = 980.6199 gals.).
 LR0042
 LR0042.The modeled gravity was interpolated from observed gravity values.
 LR0042
 LR0042;                    North         East     Units Scale Factor Converg.
 LR0042;SPC NV E     - 8,663,493.942   159,922.520   MT  0.99991976   -0 18 34.4
 LR0042;SPC NV E     -28,423,479.71    524,679.13   sFT  0.99991976   -0 18 34.4
 LR0042;UTM  11      - 4,508,933.117   579,568.356   MT  0.99967793   +0 36 53.3
 LR0042
 LR0042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0042!SPC NV E     -   0.99976706  x   0.99991976  =   0.99968684
 LR0042!UTM  11      -   0.99976706  x   0.99967793  =   0.99944507
 LR0042
 LR0042                          SUPERSEDED SURVEY CONTROL
 LR0042
 LR0042  NAD 83(1986)-  40 43 38.95673(N)    116 03 27.99173(W) AD(       ) 3
 LR0042  NAD 27      -  40 43 39.25020(N)    116 03 24.71590(W) AD(       ) 3
 LR0042  NGVD 29 (??/??/92) 1503.20   (m)         4931.7    (f) COMPUTED    2 0
 LR0042
 LR0042.Superseded values are not recommended for survey control.
 LR0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0042.See file dsdata.txt to determine how the superseded data were derived.
 LR0042
 LR0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF7956808933(NAD 83)
 LR0042_MARKER: DD = SURVEY DISK
 LR0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0042_STAMPING: A.S.C. 7-7 1958
 LR0042_MARK LOGO: NVDH  
 LR0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0042
 LR0042  HISTORY     - Date     Condition        Report By
 LR0042  HISTORY     - 1957     MONUMENTED       NVDH
 LR0042  HISTORY     - 1958     GOOD             NVDH
 LR0042  HISTORY     - 1984     POOR             NGS
 LR0042
 LR0042                          STATION DESCRIPTION
 LR0042
 LR0042'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1957
 LR0042'2.65 MI NE FROM CARLIN.
 LR0042'2.65 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF 10 TH
 LR0042'STREET AT CARLIN, 89.0 FEET NORTHWEST OF THE CENTERLINE OF THE
 LR0042'HIGHWAY, 8.9 FEET SOUTHEAST OF A FENCE LINE, 4.0 FEET SOUTHWEST OF A
 LR0042'METAL WITNESS POST, SET IN A SQUARE CONCRETE POST PROJECTING 5 INCHES
 LR0042'ABOVE GROUND SURFACE.
 LR0042
 LR0042                          STATION RECOVERY (1958)
 LR0042
 LR0042'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1958 (WWH)
 LR0042'STATION IS A BRONZE DISK OF THE NEVADA STATE HIGHWAY DEPARTMENT
 LR0042'SET IN AN 8-INCH SQUARE CONCRETE POST, STAMPED ASC 7-7.
 LR0042'IT IS 2.7 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION
 LR0042'WITH STATE ROUTE 20- IN CARLIN, 90 FEET NORTH FROM THE
 LR0042'CENTER LINE OF THE HIGHWAY AND 10 FEET SOUTH OF THE RIGHT-OF-WAY
 LR0042'FENCE.  A STEEL WITNESS POST IS 5 FEET EAST FROM THE STATION.
 LR0042
 LR0042                          STATION RECOVERY (1984)
 LR0042
 LR0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0042'RECOVERED IN POOR CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0042'ANIMALS HAVE UNDERMINED THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0474 ***********************************************************************
 LQ0474  DESIGNATION -  ASC 7 9
 LQ0474  PID         -  LQ0474
 LQ0474  STATE/COUNTY-  NV/ELKO
 LQ0474  USGS QUAD   -  HUNTER (1982)
 LQ0474
 LQ0474                         *CURRENT SURVEY CONTROL
 LQ0474  ___________________________________________________________________
 LQ0474* NAD 83(1986)-  40 46 19.     (N)    115 54 38.     (W)     SCALED    
 LQ0474* NAVD 88     -      1532.543  (meters)    5028.02   (feet)  ADJUSTED  
 LQ0474  ___________________________________________________________________
 LQ0474  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 LQ0474  DYNAMIC HT  -        1531.293 (meters)    5023.92  (feet)  COMP
 LQ0474  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 LQ0474
 LQ0474  VERT ORDER  -  FIRST     CLASS II
 LQ0474
 LQ0474.The horizontal coordinates were scaled from a topographic map and have
 LQ0474.an estimated accuracy of +/- 6 seconds.
 LQ0474
 LQ0474.The orthometric height was determined by differential leveling
 LQ0474.and adjusted by the National Geodetic Survey in June 1991..
 LQ0474
 LQ0474.The geoid height was determined by GEOID03.
 LQ0474
 LQ0474.The dynamic height is computed by dividing the NAVD 88
 LQ0474.geopotential number by the normal gravity value computed on the
 LQ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0474.degrees latitude (g = 980.6199 gals.).
 LQ0474
 LQ0474.The modeled gravity was interpolated from observed gravity values.
 LQ0474
 LQ0474;                    North         East    Units  Estimated Accuracy
 LQ0474;SPC NV E     - 8,668,370.      172,380.      MT  (+/- 180 meters Scaled)
 LQ0474
 LQ0474                          SUPERSEDED SURVEY CONTROL
 LQ0474
 LQ0474.No superseded survey control is available for this station.
 LQ0474
 LQ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF919140(NAD 83)
 LQ0474_MARKER: DD = SURVEY DISK
 LQ0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0474_STAMPING: NO. A.S.C.
 LQ0474_MARK LOGO: NVDH  
 LQ0474_PROJECTION: PROJECTING 15 CENTIMETERS
 LQ0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0474+STABILITY: SURFACE MOTION
 LQ0474
 LQ0474  HISTORY     - Date     Condition        Report By
 LQ0474  HISTORY     - 1957     MONUMENTED       NVDH
 LQ0474  HISTORY     - 1970     GOOD             NGS
 LQ0474  HISTORY     - 1984     GOOD             NGS
 LQ0474
 LQ0474                          STATION DESCRIPTION
 LQ0474
 LQ0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LQ0474'8.8 MI SW FROM ELKO.
 LQ0474'8.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0474'IDAHO STREETS IN ELKO, 96 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 LQ0474'5.3 FEET SOUTH OF A FENCE LINE, 5 FEET WEST OF A RED AND WHITE STEEL
 LQ0474'POST, THE MARK IS SET IN THE TOP OF A 6X6 INCH CONCRETE POST WHICH
 LQ0474'PROJECTS ABOUT 5 INCHES.  NOTE-- THIS MARK SERVES AS AN AZIMUTH MARK
 LQ0474'FOR BANKS 1957.
 LQ0474
 LQ0474                          STATION RECOVERY (1984)
 LQ0474
 LQ0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0474'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.15 KM
 LQ0474'(3.85 MI) SOUTHWEST ALONG OLD US HIGHWAY 40 (IDAHO STREET) FROM THE
 LQ0474'COURTHOUSE AT ELKO, THENCE 8.5 KM (5.3 MI) SOUTHWEST ALONG INTERSTATE
 LQ0474'80, ON TOP OF THE SOUTHWEST END OF A LONG TALL CUT BANK, 0.35 KM
 LQ0474'(0.2 MI) NORTHEAST OF MILEPOST 293, 27.4 METERS (90 FT) NORTHWEST OF
 LQ0474'THE WEST BOUND HIGHWAY CENTERLINE, 35.2 METERS (115.5 FT) SOUTHEAST
 LQ0474'RIGHT OF WAY FENCE AND 1.5 METERS (5 FT) SOUTHWEST OF A METAL WITNESS
 LQ0474'POST.
 LQ0474'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 LQ0474'THE MARK IS 4.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0369 ***********************************************************************
 HP0369  DESIGNATION -  ASH ET
 HP0369  PID         -  HP0369
 HP0369  STATE/COUNTY-  NV/LINCOLN
 HP0369  USGS QUAD   -  ASH SPRINGS (1980)
 HP0369
 HP0369                         *CURRENT SURVEY CONTROL
 HP0369  ___________________________________________________________________
 HP0369* NAD 83(1994)-  37 27 21.89041(N)    115 11 20.43581(W)     ADJUSTED  
 HP0369* NAVD 88     -      1124.6    (meters)    3690.     (feet)  VERTCON   
 HP0369  ___________________________________________________________________
 HP0369  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 HP0369  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 HP0369
 HP0369  HORZ ORDER  -  SECOND
 HP0369
 HP0369.The horizontal coordinates were established by classical geodetic methods
 HP0369.and adjusted by the National Geodetic Survey in June 1998..
 HP0369
 HP0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0369
 HP0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0369
 HP0369.The geoid height was determined by GEOID03.
 HP0369
 HP0369;                    North         East     Units Scale Factor Converg.
 HP0369;SPC NV E     - 8,300,312.334   234,885.216   MT  0.99991499   +0 14 23.3
 HP0369;SPC NV E     -27,231,941.38    770,619.25   sFT  0.99991499   +0 14 23.3
 HP0369;UTM  11      - 4,147,008.588   660,174.263   MT  0.99991603   +1 06 05.7
 HP0369
 HP0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0369!SPC NV E     -   0.99982752  x   0.99991499  =   0.99974253
 HP0369!UTM  11      -   0.99982752  x   0.99991603  =   0.99974357
 HP0369
 HP0369|---------------------------------------------------------------------|
 HP0369| PID    Reference Object                     Distance      Geod. Az  |
 HP0369|                                                           dddmmss.s |
 HP0369| DD5312 ASH ET RM 1                          12.314 METERS 21302     |
 HP0369| DD5313 ASH ET RM 2                          11.343 METERS 30953     |
 HP0369| HP0354 CRYSTAL SPRINGS                     APPROX. 9.3 KM 3341940.3 |
 HP0369|---------------------------------------------------------------------|
 HP0369
 HP0369                          SUPERSEDED SURVEY CONTROL
 HP0369
 HP0369  NAD 83(1994)-  37 27 21.88667(N)    115 11 20.43477(W) AD(       ) 2
 HP0369  NAD 83(1986)-  37 27 21.88295(N)    115 11 20.43301(W) AD(       ) 2
 HP0369  NAD 27      -  37 27 22.02195(N)    115 11 17.36486(W) AD(       ) 2
 HP0369  NGVD 29 (07/19/86) 1123.7    (m)         3687.     (f) VERT ANG       
 HP0369
 HP0369.Superseded values are not recommended for survey control.
 HP0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0369.See file dsdata.txt to determine how the superseded data were derived.
 HP0369
 HP0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB6017447009(NAD 83)
 HP0369_MARKER: DD = SURVEY DISK
 HP0369_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HP0369+WITH SETTING: INFORMATION.
 HP0369_SP_SET: PREFABRICATED CONCRETE POST
 HP0369
 HP0369  HISTORY     - Date     Condition        Report By
 HP0369  HISTORY     - 1969     MONUMENTED       USGS
 HP0369
 HP0369                          STATION DESCRIPTION
 HP0369
 HP0369'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 HP0369'LOCATED ABOUT 0.4 MI. SE. OF U.S. 93.  ABOUT 0.3 MI. S. OF ASH
 HP0369'SPRINGS.
 HP0369'
 HP0369'TO REACH FROM THE CHEVRON SERVICE STATION AT ASH SPRINGS DRIVE
 HP0369'S. FOR 200 FT. TO A DIRT RD.  TURN LEFT (E.) AND FOLLOW DIRT RD. FOR
 HP0369'0.1 MI. TO A RD. FORK.  TAKE RIGHT FORK FOR 0.2 MI. TO
 HP0369'RD. FORK.  LEAVE RD. AND DRIVE S. CROSS-COUNTRY FOR 0.1 MI. TO
 HP0369'STATION.
 HP0369'
 HP0369'STATION MARK--STANDARD USGS TABLET STAMPED ASH ET 1969 ON
 HP0369'COPPER-COATED ROD.
 HP0369'
 HP0369'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 HP0369'NO 1 1969 ON COPPER-COATED ROD.
 HP0369'
 HP0369'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 HP0369'NO 2 1969 ON COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0378 ***********************************************************************
 HP0378  DESIGNATION -  ASH SPRINGS
 HP0378  PID         -  HP0378
 HP0378  STATE/COUNTY-  NV/LINCOLN
 HP0378  USGS QUAD   -  HANCOCK SUMMIT (1983)
 HP0378
 HP0378                         *CURRENT SURVEY CONTROL
 HP0378  ___________________________________________________________________
 HP0378* NAD 83(1994)-  37 26 20.10963(N)    115 18 10.28967(W)     ADJUSTED  
 HP0378* NAVD 88     -      1848.7    (meters)    6065.     (feet)  VERTCON   
 HP0378  ___________________________________________________________________
 HP0378  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 HP0378  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 HP0378
 HP0378  HORZ ORDER  -  FIRST
 HP0378
 HP0378.The horizontal coordinates were established by classical geodetic methods
 HP0378.and adjusted by the National Geodetic Survey in June 1998..
 HP0378
 HP0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0378
 HP0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0378
 HP0378.The geoid height was determined by GEOID03.
 HP0378
 HP0378;                    North         East     Units Scale Factor Converg.
 HP0378;SPC NV E     - 8,298,371.779   224,818.866   MT  0.99990759   +0 10 13.8
 HP0378;SPC NV E     -27,225,574.74    737,593.23   sFT  0.99990759   +0 10 13.8
 HP0378;UTM  11      - 4,144,916.915   650,138.377   MT  0.99987767   +1 01 54.9
 HP0378
 HP0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0378!SPC NV E     -   0.99971394  x   0.99990759  =   0.99962155
 HP0378!UTM  11      -   0.99971394  x   0.99987767  =   0.99959164
 HP0378
 HP0378:                Primary Azimuth Mark                     Grid Az
 HP0378:SPC NV E     -  WINDMILL                                 008 40 00.0
 HP0378:UTM  11      -  WINDMILL                                 007 48 18.9
 HP0378
 HP0378|---------------------------------------------------------------------|
 HP0378| PID    Reference Object                     Distance      Geod. Az  |
 HP0378|                                                           dddmmss.s |
 HP0378| HP0357 WINDMILL                            APPROX.11.0 KM 0085013.8 |
 HP0378| DD5315 ASH SPRINGS RM 1                      6.216 METERS 02542     |
 HP0378| DD5316 ASH SPRINGS RM 2                     11.300 METERS 13849     |
 HP0378| HP0380 TIKABOO                             APPROX.11.6 KM 2051722.7 |
 HP0378| DD5314 ASH SPRINGS AZ MK                                  2622338.8 |
 HP0378|---------------------------------------------------------------------|
 HP0378
 HP0378                          SUPERSEDED SURVEY CONTROL
 HP0378
 HP0378  NAD 83(1994)-  37 26 20.10493(N)    115 18 10.28825(W) AD(       ) 1
 HP0378  NAD 83(1986)-  37 26 20.10207(N)    115 18 10.28745(W) AD(       ) 1
 HP0378  NAD 27      -  37 26 20.24200(N)    115 18 07.20500(W) AD(       ) 1
 HP0378  NGVD 29 (07/19/86) 1847.7    (m)         6062.     (f) VERT ANG       
 HP0378
 HP0378.Superseded values are not recommended for survey control.
 HP0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0378.See file dsdata.txt to determine how the superseded data were derived.
 HP0378
 HP0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB5013844917(NAD 83)
 HP0378_MARKER: DS = TRIANGULATION STATION DISK
 HP0378_SETTING: 66 = SET IN ROCK OUTCROP
 HP0378_SP_SET: PARTIALLY EXPOSED BEDROCK
 HP0378
 HP0378  HISTORY     - Date     Condition        Report By
 HP0378  HISTORY     - 1944     MONUMENTED       CGS
 HP0378  HISTORY     - 1969     GOOD             USGS
 HP0378
 HP0378                          STATION DESCRIPTION
 HP0378
 HP0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0378'STATION IS LOCATED ABOUT 6-1/2 MILES SW OF CRYSTAL SPRINGS AND
 HP0378'ABOUT 5 MILES W OF ASH SPRINGS.  IT IS ON A SHARP GREY PEAK
 HP0378'AT THE N END OF A PROMINENT ROCKY RIDGE W OF PAHRANAGAT VALLEY.
 HP0378'IT IS THE FIRST ROCKY PEAK ON THE N END OF THE RIDGE, IS SLOPING
 HP0378'ON THE W SIDE AND HAS A VERTICAL GREY BLUFF ON THE E SIDE.
 HP0378'
 HP0378'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK PROJECTING
 HP0378'ABOUT 1 INCH ABOVE THE GROUND.  IT IS STAMPED ASH SPRINGS 1944.
 HP0378'
 HP0378'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0378'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 1
 HP0378'FOOT LOWER THAN THE STATION MARK AND IS STAMPED ASH SPRINGS
 HP0378'NO 1 1944.
 HP0378'
 HP0378'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0378'FLUSH WITH THE GROUND.  IT IS ABOUT 2 FEET HIGHER THAN THE
 HP0378'STATION MARK AND IS STAMPED ASH SPRINGS NO 2 1944.
 HP0378'
 HP0378'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 HP0378'ABOUT 1-1/2 FEET ABOVE THE GROUND AND IS STAMPED ASH SPRINGS
 HP0378'1944.  IT IS ABOUT 1 MILE WSW OF THE STATION, ABOUT 180 FEET
 HP0378'WSW OF THE CENTER LINE OF THE ROAD TRAVELED IN GOING TO THE
 HP0378'STATION, AND 3-1/2 FEET NNW OF A ROCK CAIRN.  MARK IS REACHED
 HP0378'BY WALKING TO THE RIGHT ABOUT 180 FEET FROM THE TURN TO THE
 HP0378'LEFT IN THE PARAGRAPH BELOW.
 HP0378'
 HP0378'TO REACH STATION FROM THE JUNCTION OF THE CALIENTE-TONOPAH ROAD
 HP0378'AND THE ROAD LEADING N FROM CRYSTAL SPRINGS TO HIKO, GO SW
 HP0378'TOWARD TONOPAH FOR 7.3 MILES TO OLD ROAD TO LEFT.  TURN LEFT
 HP0378'AND FOLLOW OLD ROAD DOWN WASH FOR 3.5 MILES.  AT THIS POINT
 HP0378'SEVERAL LARGE BOULDERS APPEAR ON THE RIGHT (THE AZIMUTH MARK
 HP0378'BEING SET IN ONE OF THESE).  TURN LEFT TOWARD WASH AND BEAR
 HP0378'LEFT TO TOP OF RIDGE ON LEFT SIDE OF WASH AND FOLLOW DIM TRACKS
 HP0378'E FOR 0.9 MILE TO END OF TRUCK TRAVEL.  PACK E OVER FIRST
 HP0378'SMALL HILL AND CONTINUE UP TO TOP OF PEAK AND STATION.  IT IS
 HP0378'ABOUT 30 FEET NW OF HIGHEST POINT ON HILL AND ABOUT 2 FEET
 HP0378'LOWER.
 HP0378
 HP0378                          STATION RECOVERY (1969)
 HP0378
 HP0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HP0378'ALL MARKS IN GOOD CONDITION.
 HP0378'
 HP0378'REFERENCE MARK NO. 2 MEASURED AS 37.08 FT. FROM STATION MARK
 HP0378'INSTEAD OF 32.04 FT.
 HP0378'
 HP0378'REACHED BY HELICOPTER FROM PAHRANAGAT WILDLIFE REFUGE HEADQUARTERS
 HP0378'BY FLYING N. 43 DEG W. FOR 14.7 MI., AMPLE LANDING AREA SW. OF
 HP0378'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0479 ***********************************************************************
 GS0479  DESIGNATION -  ASHTON
 GS0479  PID         -  GS0479
 GS0479  STATE/COUNTY-  NV/NYE
 GS0479  USGS QUAD   -  BIG DUNE (1986)
 GS0479
 GS0479                         *CURRENT SURVEY CONTROL
 GS0479  ___________________________________________________________________
 GS0479* NAD 83(1994)-  36 43 10.97606(N)    116 37 10.73748(W)     ADJUSTED  
 GS0479* NAVD 88     -       796.190  (meters)    2612.17   (feet)  ADJUSTED  
 GS0479  ___________________________________________________________________
 GS0479  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 GS0479  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GS0479  DYNAMIC HT  -         795.390 (meters)    2609.54  (feet)  COMP
 GS0479  MODELED GRAV-     979,601.3   (mgal)                       NAVD 88
 GS0479
 GS0479  HORZ ORDER  -  SECOND
 GS0479  VERT ORDER  -  FIRST     CLASS II
 GS0479
 GS0479.The horizontal coordinates were established by classical geodetic methods
 GS0479.and adjusted by the National Geodetic Survey in June 1998..
 GS0479
 GS0479.The orthometric height was determined by differential leveling
 GS0479.and adjusted by the National Geodetic Survey in June 1991..
 GS0479
 GS0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0479
 GS0479.The geoid height was determined by GEOID03.
 GS0479
 GS0479.The dynamic height is computed by dividing the NAVD 88
 GS0479.geopotential number by the normal gravity value computed on the
 GS0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0479.degrees latitude (g = 980.6199 gals.).
 GS0479
 GS0479.The modeled gravity was interpolated from observed gravity values.
 GS0479
 GS0479;                    North         East     Units Scale Factor Converg.
 GS0479;SPC NV C     - 6,218,527.251   504,199.986   MT  0.99990022   +0 01 41.2
 GS0479;SPC NV C     -20,401,951.49  1,654,196.12   sFT  0.99990022   +0 01 41.2
 GS0479;SPC CA 4     -   656,470.295 2,212,620.072   MT  0.99994210   +1 25 12.3
 GS0479;SPC CA 4     - 2,153,769.63  7,259,237.69   sFT  0.99994210   +1 25 12.3
 GS0479;UTM  11      - 4,063,847.650   533,965.993   MT  0.99961421   +0 13 38.7
 GS0479
 GS0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0479!SPC NV C     -   0.99987945  x   0.99990022  =   0.99977968
 GS0479!SPC CA 4     -   0.99987945  x   0.99994210  =   0.99982156
 GS0479!UTM  11      -   0.99987945  x   0.99961421  =   0.99949370
 GS0479
 GS0479|---------------------------------------------------------------------|
 GS0479| PID    Reference Object                     Distance      Geod. Az  |
 GS0479|                                                           dddmmss.s |
 GS0479| CC5067 ASHTON RM 1                          12.086 METERS 04251     |
 GS0479| CC5068 ASHTON RM 2                          11.709 METERS 11807     |
 GS0479| CC5066 ASHTON AZ MK                                       3165924.9 |
 GS0479| GS0910 BARE MTN RNG REDDISH PK CAIRN       APPROX. 7.9 KM 3433649.6 |
 GS0479|---------------------------------------------------------------------|
 GS0479
 GS0479                          SUPERSEDED SURVEY CONTROL
 GS0479
 GS0479  NAD 83(1992)-  36 43 10.96599(N)    116 37 10.74368(W) AD(1991.35) 2
 GS0479  NAD 83(1992)-  36 43 10.96372(N)    116 37 10.73867(W) AD(       ) 2
 GS0479  NAD 83(1986)-  36 43 10.96289(N)    116 37 10.74287(W) AD(       ) 2
 GS0479  NAD 27      -  36 43 11.13400(N)    116 37 07.54600(W) AD(       ) 2
 GS0479  NGVD 29 (05/01/91)  795.362  (m)         2609.45   (f) ADJUSTED    1 2
 GS0479
 GS0479.Superseded values are not recommended for survey control.
 GS0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0479.See file dsdata.txt to determine how the superseded data were derived.
 GS0479
 GS0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA3396663848(NAD 83)
 GS0479_MARKER: DS = TRIANGULATION STATION DISK
 GS0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0479_SP_SET: CONCRETE POST
 GS0479_STAMPING: ASHTON 1949
 GS0479_MARK LOGO: CGS   
 GS0479_PROJECTION: PROJECTING 15 CENTIMETERS
 GS0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0479+STABILITY: SURFACE MOTION
 GS0479
 GS0479  HISTORY     - Date     Condition        Report By
 GS0479  HISTORY     - 1949     MONUMENTED       CGS
 GS0479  HISTORY     - 1983     GOOD             NGS
 GS0479
 GS0479                          STATION DESCRIPTION
 GS0479
 GS0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0479'THE STATION IS LOCATED ON THE EAST SIDE OF THE AMARGOSA
 GS0479'DESERT, 14.9 MILES SOUTHEAST OF BEATTY, ON U.S. HIGHWAY NO. 95.
 GS0479'IT LIES ON THE DESERT FLOOR, 0.2 MILE WEST OF THE HIGHWAY AND
 GS0479'8 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 GS0479'STAMPED ASHTON 1949 AND PROJECTS 6 INCHES.
 GS0479'
 GS0479'REFERENCE MARK NO. 2 IS 35 FEET SOUTHEAST OF A WITNESS POST.
 GS0479'IT IS A STANDARD DISK STAMPED ASHTON NO 2 1949 AND PROJECTS
 GS0479'6 INCHES.
 GS0479'
 GS0479'THE AZIMUTH MARK IS LOCATED 165 FEET WEST OF THE CENTERLINE
 GS0479'OF U.S. HIGHWAY NO. 95, AND 4 FEET WEST OF A WITNESS POST.
 GS0479'IT IS A STANDARD DISK STAMPED ASHTON 1949 AND PROJECTS 6
 GS0479'INCHES.
 GS0479'
 GS0479'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ASHTON NO 1
 GS0479'1949 AND PROJECTS 6-INCHES.
 GS0479'
 GS0479'TO REACH FROM THE POST OFFICE IN BEATTY, GO SOUTHEAST ON
 GS0479'U.S. HIGHWAY NO. 95 FOR 14.9 MILES, TURN RIGHT OFF HIGHWAY AND
 GS0479'GO 0.2 MILES TO THE STATION SITE.  TO REACH THE AZIMUTH MARK,
 GS0479'GO NORTHWEST ON THE HIGHWAY, TOWARD BEATTY FROM THE MILEAGE
 GS0479'14.9 FOR 0.7 MILE.  TURN LEFT, WEST, OFF ROAD TO THE MARK AS
 GS0479'DESCRIBED.
 GS0479
 GS0479                          STATION RECOVERY (1983)
 GS0479
 GS0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0479'21.3 KM (13.3 MI) NW FROM LATHROP WELLS.
 GS0479'21.3 KM (13.35 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0479'STATE HIGHWAY 373 IN LATHROP WELLS, THENCE 0.3 KM (0.2 MI) SOUTHWEST
 GS0479'ALONG A TRACK ROAD, IN THE NORTH CORNER OF THE INTERSECTION OF A
 GS0479'NORTHWEST-SOUTHEAST TRACK ROAD, 0.45 KM (0.3 MI) SOUTHEAST OF MILEPOST
 GS0479'44, 4.1 METERS (13.5 FT) WEST-NORTHWEST OF THE CENTER OF THE TRACK
 GS0479'ROAD, 12.0 METERS (39.5 FT) SOUTHWEST OF RM 1, 11.7 METERS (38.5 FT)
 GS0479'NORTHWEST OF RM 2.
 GS0479'THE MARK IS 1.5 METERS  NNE FROM A WITNESS POST.
 GS0479'THE MARK IS 0.2 M ABOVE THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0337 ***********************************************************************
 JP0337  DESIGNATION -  ATLANTA
 JP0337  PID         -  JP0337
 JP0337  STATE/COUNTY-  NV/LINCOLN
 JP0337  USGS QUAD   -  WELLS SUMMIT (1973)
 JP0337
 JP0337                         *CURRENT SURVEY CONTROL
 JP0337  ___________________________________________________________________
 JP0337* NAD 83(1994)-  38 32 51.03679(N)    114 16 02.51547(W)     ADJUSTED  
 JP0337* NAVD 88     -      2244.0    (meters)    7362.     (feet)  VERTCON   
 JP0337  ___________________________________________________________________
 JP0337  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 JP0337  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 JP0337
 JP0337  HORZ ORDER  -  FIRST
 JP0337
 JP0337.The horizontal coordinates were established by classical geodetic methods
 JP0337.and adjusted by the National Geodetic Survey in June 1998..
 JP0337
 JP0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0337
 JP0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0337
 JP0337.The geoid height was determined by GEOID03.
 JP0337
 JP0337;                    North         East     Units Scale Factor Converg.
 JP0337;SPC NV E     - 8,422,193.092   314,710.882   MT  1.00006200   +0 49 12.5
 JP0337;SPC NV E     -27,631,811.84  1,032,513.95   sFT  1.00006200   +0 49 12.5
 JP0337;UTM  11      - 4,270,105.674   738,143.688   MT  1.00029846   +1 42 13.2
 JP0337
 JP0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0337!SPC NV E     -   0.99965140  x   1.00006200  =   0.99971337
 JP0337!UTM  11      -   0.99965140  x   1.00029846  =   0.99994975
 JP0337
 JP0337|---------------------------------------------------------------------|
 JP0337| PID    Reference Object                     Distance      Geod. Az  |
 JP0337|                                                           dddmmss.s |
 JP0337| DD5318 ATLANTA RM 1                          7.473 METERS 17535     |
 JP0337| DD5317 ATLANTA AZ MK                                      2444905.7 |
 JP0337| DD5319 ATLANTA RM 2                          7.106 METERS 27424     |
 JP0337|---------------------------------------------------------------------|
 JP0337
 JP0337                          SUPERSEDED SURVEY CONTROL
 JP0337
 JP0337  NAD 83(1994)-  38 32 51.03659(N)    114 16 02.51545(W) AD(       ) 1
 JP0337  NAD 83(1986)-  38 32 51.03200(N)    114 16 02.52136(W) AD(       ) 1
 JP0337  NAD 27      -  38 32 51.19800(N)    114 15 59.55900(W) AD(       ) 1
 JP0337  NGVD 29 (07/19/86) 2242.8    (m)         7358.     (f) VERT ANG       
 JP0337
 JP0337.Superseded values are not recommended for survey control.
 JP0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0337.See file dsdata.txt to determine how the superseded data were derived.
 JP0337
 JP0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC3814470106(NAD 83)
 JP0337_MARKER: DS = TRIANGULATION STATION DISK
 JP0337_SETTING: 66 = SET IN ROCK OUTCROP
 JP0337_SP_SET: PARTIALLY EXPOSED BEDROCK
 JP0337
 JP0337  HISTORY     - Date     Condition        Report By
 JP0337  HISTORY     - 1944     MONUMENTED       CGS
 JP0337
 JP0337                          STATION DESCRIPTION
 JP0337
 JP0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 JP0337'STATION IS ABOUT 24 MILES (AIR LINE) NE OF PONY SPRINGS, 44
 JP0337'MILES (AIR LINE) NNE OF PIOCHE, ON A LOW ROCKY RANGE OF HILLS
 JP0337'CONNECTING WHEELER RANGE ON THE N AND WILSON CREEK RANGE ON
 JP0337'THE S.  IT IS ON THE S END OF A LOW FLAT-TOPPED BUTTE THE TOP
 JP0337'OF WHICH IS SURROUNDED BY A RIM 25 FEET HIGH AND IS ABOUT 1
 JP0337'MILE N OF THE PASS AND ROAD LEADING FROM PONY SPRINGS TO BAKER.
 JP0337'
 JP0337'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 JP0337'WITH THE GROUND AND IS STAMPED ATLANTA 1944.  IT IS ABOUT 60
 JP0337'FEET S OF THE HIGHEST POINT OF THE HILL, ABOUT 26 FEET N OF THE
 JP0337'EDGE OF A 2-FOOT LEDGE, AND ABOUT 6 FEET N OF THE EDGE OF A
 JP0337'1-FOOT LEDGE.
 JP0337'
 JP0337'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 JP0337'8 INCHES FROM THE EDGE OF A 2-FOOT LEDGE.  IT IS ABOUT 26
 JP0337'INCHES LOWER IN ELEVATION THAN THE STATION MARK AND IS STAMPED
 JP0337'ATLANTA NO 1 1944.
 JP0337'
 JP0337'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 JP0337'18 INCHES FROM THE EDGE OF A 1-FOOT LEDGE.  IT IS ABOUT 34
 JP0337'INCHES LOWER IN ELEVATION THAN THE STATION MARK AND IS STAMPED
 JP0337'ATLANTA NO 2 1944.
 JP0337'
 JP0337'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH
 JP0337'WITH THE GROUND AND IS STAMPED ATLANTA 1944.  IT IS 4 FEET NNE
 JP0337'OF A WITNESS POST.
 JP0337'
 JP0337'TO REACH STATION FROM PONY SPRINGS ABOUT 30 MILES N OF PIOCHE,
 JP0337'GO E ON GRADED ROAD FOR 14.4 MILES TO A FORK, TAKE LEFT FORK
 JP0337'FOR 1.3 MILES TO THE TOP OF THE PASS.  CONTINUE DOWN THE
 JP0337'OTHER SIDE FOR 4.3 MILES TO THE ABANDONED MINING CAMP OF
 JP0337'ATLANTA.  CONTINUE ON THE MAIN-TRAVELED ROAD NNE FOR 5.1 MILES TO
 JP0337'A FORK.  HERE TAKE THE LEFT FORK, A DIM TRACK ROAD, FOR 1.7
 JP0337'MILES, TURN RIGHT OR E AND GO CROSS COUNTRY FOR 0.6 MILE TO
 JP0337'THE AZIMUTH-MARK WITNESS POST.  FROM HERE A TRUCK CAN BE
 JP0337'DRIVEN ABOUT 1/4 MILE TOWARD THE BUTTE AND THE STATION.  PACK
 JP0337'UP THE SLOPE E FOR ABOUT 1/2 MILE, PASSING JUST TO THE S
 JP0337'OF THE RIM, AND APPROACH THE TOP AND STATION FROM THE E.
 JP0337'
 JP0337'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1372 ***********************************************************************
 GR1372  DESIGNATION -  ATOLL
 GR1372  PID         -  GR1372
 GR1372  STATE/COUNTY-  NV/CLARK
 GR1372  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR1372
 GR1372                         *CURRENT SURVEY CONTROL
 GR1372  ___________________________________________________________________
 GR1372* NAD 83(1994)-  36 45 23.62559(N)    114 21 18.31290(W)     ADJUSTED  
 GR1372* NAVD 88     -       636.234  (meters)    2087.38   (feet)  ADJUSTED  
 GR1372  ___________________________________________________________________
 GR1372  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 GR1372  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 GR1372  DYNAMIC HT  -         635.605 (meters)    2085.31  (feet)  COMP
 GR1372  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 GR1372
 GR1372  HORZ ORDER  -  SECOND
 GR1372  VERT ORDER  -  FIRST     CLASS II
 GR1372
 GR1372.The horizontal coordinates were established by classical geodetic methods
 GR1372.and adjusted by the National Geodetic Survey in June 1998..
 GR1372
 GR1372.The orthometric height was determined by differential leveling
 GR1372.and adjusted by the National Geodetic Survey in June 1991..
 GR1372
 GR1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1372
 GR1372.The geoid height was determined by GEOID03.
 GR1372
 GR1372.The dynamic height is computed by dividing the NAVD 88
 GR1372.geopotential number by the normal gravity value computed on the
 GR1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1372.degrees latitude (g = 980.6199 gals.).
 GR1372
 GR1372.The modeled gravity was interpolated from observed gravity values.
 GR1372
 GR1372;                    North         East     Units Scale Factor Converg.
 GR1372;SPC NV E     - 8,223,318.315   309,667.252   MT  1.00004812   +0 44 06.3
 GR1372;SPC NV E     -26,979,336.84  1,015,966.64   sFT  1.00004812   +0 44 06.3
 GR1372;UTM  11      - 4,071,130.104   736,106.083   MT  1.00028683   +1 35 00.6
 GR1372
 GR1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1372!SPC NV E     -   0.99990434  x   1.00004812  =   0.99995246
 GR1372!UTM  11      -   0.99990434  x   1.00028683  =   1.00019114
 GR1372
 GR1372|---------------------------------------------------------------------|
 GR1372| PID    Reference Object                     Distance      Geod. Az  |
 GR1372|                                                           dddmmss.s |
 GR1372| GR1373 ATOLL RM 1                            9.820 METERS 10635     |
 GR1372| GR0202 GREY                                APPROX. 4.5 KM 2541632.8 |
 GR1372| GR1374 ATOLL RM 2                           10.494 METERS 27346     |
 GR1372|---------------------------------------------------------------------|
 GR1372
 GR1372                          SUPERSEDED SURVEY CONTROL
 GR1372
 GR1372  NAD 83(1994)-  36 45 23.62522(N)    114 21 18.31131(W) AD(       ) 2
 GR1372  NAD 83(1992)-  36 45 23.62428(N)    114 21 18.31194(W) AD(       ) 2
 GR1372  NAD 83(1986)-  36 45 23.61948(N)    114 21 18.30796(W) AD(       ) 2
 GR1372  NAD 27      -  36 45 23.71800(N)    114 21 15.39000(W) AD(       ) 2
 GR1372  NGVD 29 (07/19/86)  635.4    (m)         2085.     (f) VERT ANG       
 GR1372
 GR1372.Superseded values are not recommended for survey control.
 GR1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1372.See file dsdata.txt to determine how the superseded data were derived.
 GR1372
 GR1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3610671130(NAD 83)
 GR1372_MARKER: DS = TRIANGULATION STATION DISK
 GR1372_SETTING: 80 = SET IN A BOULDER
 GR1372_SP_SET: BOULDER
 GR1372_STAMPING: ATOLL 1956
 GR1372_MARK LOGO: CGS   
 GR1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1372+STABILITY: SURFACE MOTION
 GR1372
 GR1372  HISTORY     - Date     Condition        Report By
 GR1372  HISTORY     - 1956     MONUMENTED       CGS
 GR1372  HISTORY     - 1970     GOOD             USAF
 GR1372  HISTORY     - 1971     GOOD             LAWPC
 GR1372  HISTORY     - 1982     GOOD             NGS
 GR1372
 GR1372                          STATION DESCRIPTION
 GR1372
 GR1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NES)
 GR1372'STATION IS ABOUT 15-1/2 MILES N OF OVERTON, NEVADA BY AIRLINE
 GR1372'AND ABOUT 16-1/2 MILES W OF MESQUITE, NEVADA BY AIRLINE, ON
 GR1372'A SMALL RISE SOUTH OF U.S. HIGHWAY 91, STATION IS ON NORTH
 GR1372'EDGE OF MESA.
 GR1372'
 GR1372'STATION MARK IS STAMPED ATOLL 1956.  IT IS CEMENTED IN A
 GR1372'BOULDER FLUSH WITH GROUND.  IT IS 52 FEET S.E. OF A LARGE
 GR1372'LONE CACTUS WHICH IS 10 FEET LOWER THAN STATION.  WITNESS
 GR1372'POST IS A 4 X 4 POST PAINTED WHITE AND IS 12 FEET N.E. OF
 GR1372'STATION.
 GR1372'
 GR1372'REFERENCE MARK 1 IS SAME LEVEL AS STATION.  IT IS STAMPED
 GR1372'ATOLL NO. 1 1956.  IT IS CEMENTED IN A DRILL HOLE IN A BOULDER.
 GR1372'
 GR1372'REFERENCE MARK 2 IS SAME LEVEL AS STATION.  IT IS STAMPED
 GR1372'ATOLL NO. 2 1956.  IT IS CEMENTED IN A DRILL HOLE IN A BOULDER.
 GR1372'
 GR1372'TO REACH FROM POST OFFICE IN OVERTON, NEVADA, GO NORTH ON
 GR1372'STATE HIGHWAY 12 FOR 11.7 MILES TO JUNCTION WITH NEVADA U.S.
 GR1372'HIGHWAY 91 TURN RIGHT AND GO EAST ON U.S. 91 FOR 10.55 MILES
 GR1372'TO A T ROAD LEFT (NORTH) AND SIGN CRAP AND ELGIN CONTINUE
 GR1372'EAST ON U.S. 91 FOR 1.65 MILES TO A SMALL MESA TO THE RIGHT
 GR1372'AND 0.2 MILE TO SMALL RAISE AND LONE TALL CACTUS ON NORTH
 GR1372'SLOPE TO HIGHEST POINT AND STATION.
 GR1372
 GR1372                          STATION RECOVERY (1970)
 GR1372
 GR1372'RECOVERY NOTE BY US AIR FORCE 1970 (TGO)
 GR1372'THE MARK, STAMPED ATOLL 1956 WAS RECOVERED ALONG WITH 2
 GR1372'REFERENCE MARKS IN SECT 35, R68E, T13S., ON THE NORTH EDGE
 GR1372'OF A LOW BUTTE OVERLOOKING MORMON MESA AND ABOUT 0.3 MILE
 GR1372'SOUTH OF INTERSTATE HIGHWAY 15.  ALL MARKS ARE IN GOOD CONDITION.
 GR1372'DISTANCES AND DIRECTIONS TO THE R.M.S WAS NOT CHECKED BY
 GR1372'THIS TEAM.
 GR1372
 GR1372                          STATION RECOVERY (1971)
 GR1372
 GR1372'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GR1372'ATOLL 1956-GOOD.
 GR1372
 GR1372                          STATION RECOVERY (1982)
 GR1372
 GR1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR1372'23.3 KM (14.6 MI) NE FROM GLENDALE.
 GR1372'22.7 KM (14.2 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR1372'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, THENCE 0.6 KM (0.4 MI)
 GR1372'SOUTH-SOUTHEAST ACROSS COUNTRY TO THE NORTHWEST SIDE OF A LOW BUTTE,
 GR1372'IN TOP OF THE NORTHWEST EDGE OF A 3 BY 3 FOOT LIMESTONE BOULDER FLUSH
 GR1372'WITH THE SURFACE OF THE GROUND, 2.4 METERS (8 FT) SOUTHEAST OF THE
 GR1372'NORTHWEST TOP EDGE OF THE BUTTE, 10.5 METERS (34.5 FT) NORTHEAST OF RM
 GR1372'2, 9.7 METERS (32 FT) SOUTHWEST OF RM 1, 15.8 METERS (52 FT) EAST OF A
 GR1372'LONE JOSHUA TREE.
 GR1372'THE MARK IS 3.6 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1373 ***********************************************************************
 GR1373  DESIGNATION -  ATOLL RM 1
 GR1373  PID         -  GR1373
 GR1373  STATE/COUNTY-  NV/CLARK
 GR1373  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR1373
 GR1373                         *CURRENT SURVEY CONTROL
 GR1373  ___________________________________________________________________
 GR1373* NAD 83(1986)-  36 45 24.     (N)    114 21 18.     (W)     SCALED    
 GR1373* NAVD 88     -       636.268  (meters)    2087.49   (feet)  ADJUSTED  
 GR1373  ___________________________________________________________________
 GR1373  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 GR1373  DYNAMIC HT  -         635.638 (meters)    2085.42  (feet)  COMP
 GR1373  MODELED GRAV-     979,623.4   (mgal)                       NAVD 88
 GR1373
 GR1373  VERT ORDER  -  FIRST     CLASS II
 GR1373
 GR1373.The horizontal coordinates were scaled from a topographic map and have
 GR1373.an estimated accuracy of +/- 6 seconds.
 GR1373
 GR1373.The orthometric height was determined by differential leveling
 GR1373.and adjusted by the National Geodetic Survey in June 1991..
 GR1373
 GR1373.The geoid height was determined by GEOID03.
 GR1373
 GR1373.The dynamic height is computed by dividing the NAVD 88
 GR1373.geopotential number by the normal gravity value computed on the
 GR1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1373.degrees latitude (g = 980.6199 gals.).
 GR1373
 GR1373.The modeled gravity was interpolated from observed gravity values.
 GR1373
 GR1373;                    North         East    Units  Estimated Accuracy
 GR1373;SPC NV E     - 8,223,330.      309,680.      MT  (+/- 180 meters Scaled)
 GR1373
 GR1373                          SUPERSEDED SURVEY CONTROL
 GR1373
 GR1373.No superseded survey control is available for this station.
 GR1373
 GR1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA361711(NAD 83)
 GR1373_MARKER: DR = REFERENCE MARK DISK
 GR1373_SETTING: 80 = SET IN A BOULDER
 GR1373_SP_SET: BOULDER
 GR1373_STAMPING: ATOLL NO 1 1956
 GR1373_MARK LOGO: CGS   
 GR1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1373+STABILITY: SURFACE MOTION
 GR1373
 GR1373  HISTORY     - Date     Condition        Report By
 GR1373  HISTORY     - 1956     MONUMENTED       CGS
 GR1373  HISTORY     - 1982     GOOD             NGS
 GR1373
 GR1373                          STATION DESCRIPTION
 GR1373
 GR1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GR1373'23.3 KM (14.6 MI) NE FROM GLENDALE.
 GR1373'22.7 KM (14.2 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR1373'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, THENCE 0.6 KM (0.4 MI)
 GR1373'SOUTH-SOUTHEAST ACROSS COUNTRY TO THE NORTHWEST SIDE OF A LOW BUTTE,
 GR1373'IN TOP OF A 3 BY 4 FOOT LIMESTONE BOULDER FLUSH WITH THE SURFACE OF
 GR1373'THE GROUND, 0.6 METER (2 FT) SOUTHEAST OF THE NORTHWEST TOP EDGE OF
 GR1373'THE BUTTE, 25.6 METERS (84 FT) NORTHEAST OF A LONE JOSHUA TREE, 20.3
 GR1373'METERS (66.5 FT) NORTHEAST OF RM 2, 9.8 METERS (32 FT) NORTHEAST OF
 GR1373'THE STATION.
 GR1373'THE MARK IS 11.0 METERS  NE FROM A WITNESS POST.
 GR1373'THE MARK IS ABOVE LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1374 ***********************************************************************
 GR1374  DESIGNATION -  ATOLL RM 2
 GR1374  PID         -  GR1374
 GR1374  STATE/COUNTY-  NV/CLARK
 GR1374  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR1374
 GR1374                         *CURRENT SURVEY CONTROL
 GR1374  ___________________________________________________________________
 GR1374* NAD 83(1986)-  36 45 24.     (N)    114 21 18.     (W)     SCALED    
 GR1374* NAVD 88     -       636.146  (meters)    2087.09   (feet)  ADJUSTED  
 GR1374  ___________________________________________________________________
 GR1374  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 GR1374  DYNAMIC HT  -         635.517 (meters)    2085.03  (feet)  COMP
 GR1374  MODELED GRAV-     979,623.4   (mgal)                       NAVD 88
 GR1374
 GR1374  VERT ORDER  -  FIRST     CLASS II
 GR1374
 GR1374.The horizontal coordinates were scaled from a topographic map and have
 GR1374.an estimated accuracy of +/- 6 seconds.
 GR1374
 GR1374.The orthometric height was determined by differential leveling
 GR1374.and adjusted by the National Geodetic Survey in June 1991..
 GR1374
 GR1374.The geoid height was determined by GEOID03.
 GR1374
 GR1374.The dynamic height is computed by dividing the NAVD 88
 GR1374.geopotential number by the normal gravity value computed on the
 GR1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1374.degrees latitude (g = 980.6199 gals.).
 GR1374
 GR1374.The modeled gravity was interpolated from observed gravity values.
 GR1374
 GR1374;                    North         East    Units  Estimated Accuracy
 GR1374;SPC NV E     - 8,223,330.      309,680.      MT  (+/- 180 meters Scaled)
 GR1374
 GR1374                          SUPERSEDED SURVEY CONTROL
 GR1374
 GR1374.No superseded survey control is available for this station.
 GR1374
 GR1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA361711(NAD 83)
 GR1374_MARKER: DR = REFERENCE MARK DISK
 GR1374_SETTING: 80 = SET IN A BOULDER
 GR1374_SP_SET: BOULDER
 GR1374_STAMPING: ATOLL NO 2 1956
 GR1374_MARK LOGO: CGS   
 GR1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1374+STABILITY: SURFACE MOTION
 GR1374
 GR1374  HISTORY     - Date     Condition        Report By
 GR1374  HISTORY     - 1956     MONUMENTED       CGS
 GR1374  HISTORY     - 1982     GOOD             NGS
 GR1374
 GR1374                          STATION DESCRIPTION
 GR1374
 GR1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GR1374'23.3 KM (14.6 MI) NE FROM GLENDALE.
 GR1374'22.7 KM (14.2 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR1374'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, THENCE 0.6 KM (0.4 MI)
 GR1374'SOUTH-SOUTHEAST ACROSS COUNTRY TO THE NORTHWEST SIDE OF A LOW BUTTE,
 GR1374'IN THE TOP CENTER OF A LIMESTONE BOULDER FLUSH WITH THE SURFACE OF THE
 GR1374'GROUND, 20.3 METERS (66.5 FT) SOUTHWEST OF RM 1, 10.5 METERS (34.5 FT)
 GR1374'SOUTHWEST OF THE STATION, 7.6 METERS (25 FT) SOUTHEAST OF A LONE
 GR1374'JOSHUA TREE, 1.5 METERS (5.0 FT) SOUTHEAST OF THE NORTHWEST TOP EDGE
 GR1374'OF THE BUTTE.
 GR1374'THE MARK IS 9.7 METERS  SW FROM A WITNESS POST.
 GR1374'THE MARK IS 0.2 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0977 ***********************************************************************
 LR0977  DESIGNATION -  AUBURN
 LR0977  PID         -  LR0977
 LR0977  STATE/COUNTY-  NV/PERSHING
 LR0977  USGS QUAD   -  NATCHEZ PASS (1990)
 LR0977
 LR0977                         *CURRENT SURVEY CONTROL
 LR0977  ___________________________________________________________________
 LR0977* NAD 83(1994)-  40 44 43.20991(N)    117 51 34.67665(W)     ADJUSTED  
 LR0977* NAVD 88     -      2205.7    (meters)    7237.     (feet)  VERTCON   
 LR0977  ___________________________________________________________________
 LR0977  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 LR0977  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 LR0977
 LR0977  HORZ ORDER  -  THIRD
 LR0977
 LR0977.The horizontal coordinates were established by classical geodetic methods
 LR0977.and adjusted by the National Geodetic Survey in June 1998..
 LR0977
 LR0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0977
 LR0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0977
 LR0977.The geoid height was determined by GEOID03.
 LR0977
 LR0977;                    North         East     Units Scale Factor Converg.
 LR0977;SPC NV W     - 4,665,619.558   861,116.597   MT  0.99994596   +0 28 20.5
 LR0977;SPC NV W     -15,307,120.17  2,825,180.04   sFT  0.99994596   +0 28 20.5
 LR0977;UTM  11      - 4,510,842.942   427,425.642   MT  0.99966483   -0 33 40.0
 LR0977
 LR0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0977!SPC NV W     -   0.99965739  x   0.99994596  =   0.99960337
 LR0977!UTM  11      -   0.99965739  x   0.99966483  =   0.99932233
 LR0977
 LR0977                          SUPERSEDED SURVEY CONTROL
 LR0977
 LR0977  NAD 83(1986)-  40 44 43.21564(N)    117 51 34.66929(W) AD(       ) 3
 LR0977  NGVD 29 (07/11/94) 2204.6    (m)         7233.     (f) VERT ANG       
 LR0977
 LR0977.Superseded values are not recommended for survey control.
 LR0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0977.See file dsdata.txt to determine how the superseded data were derived.
 LR0977
 LR0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF2742610843(NAD 83)
 LR0977_MARKER: DD = SURVEY DISK
 LR0977_SETTING: 66 = SET IN ROCK OUTCROP
 LR0977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0977
 LR0977  HISTORY     - Date     Condition        Report By
 LR0977  HISTORY     - 1957     MONUMENTED       USGS
 LR0977
 LR0977                          STATION DESCRIPTION
 LR0977
 LR0977'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 LR0977'FOUND AS DESCRIBED BY USGS, 1957.  ALL MARKS IN GOOD CONDITION.
 LR0977'
 LR0977'LOCATED ABOUT 10.3 MI. E. AND 4.3 MI. N. OF MILL CITY, ON A TOP
 LR0977'OVERLOOKING GRASS VALLEY.  THE STATION IS ABOUT 0.5 MI. E. OF A HIGH
 LR0977'PEAK KNOWN AS LANG SYNE PEAK.
 LR0977'
 LR0977'TO REACH FROM THE WINNEMUCCA P.O., DRIVE N. 1 BLOCK TO U.S. HIGHWAY
 LR0977'40, TURN LEFT FOR 20.6 MI. TO DIRT RD. FORKS ON LEFT, PASS THROUGH
 LR0977'CATTLE-GUARD AND CONTINUE ON DIRT RD. 1.4 MI. TO X-RDS., CONTINUE
 LR0977'STRAIGHT AHEAD 3.7 MI. TO RD. FORKS, CONTINUE STRAIGHT AHEAD 0.1 MI.,
 LR0977'TAKE LEFT FORK 1.4 MI., TAKE LEFT FORK 2.1 MI., TAKE RIGHT FORK AT
 LR0977'SHACK AND CORRAL AND GO UP RD. IN SPUR CANYON 1.7 MI. TO SADDLE,
 LR0977'FOLLOW RD. TO RIGHT AND GO UP STEEP RIDGE (4-WHEEL DRIVE NEEDED) AND
 LR0977'FOLLOW RD. EASTERLY ALONG RIDGE 0.5 MI. TO BASE ON N-S TOP.  PICK WAY
 LR0977'0.1 MI. TO HIGHEST POINT AND STATION.
 LR0977'
 LR0977'STATION MARK--STANDARD TABLET STAMPED----AUBURN 1957----SET IN DRILL
 LR0977'HOLE IN ROCK OUTCROP.
 LR0977'
 LR0977'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED----NO 1 1957----SET IN
 LR0977'ROCK OUTCROP, 35.77 FT. FROM STATION MARK AND 1.7 FT. LOWER 26 DEGREES
 LR0977'53 MINUTES.
 LR0977'
 LR0977'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED----NO 2 1957----25.96
 LR0977'FT. FROM STATION MARK 89 DEGREES 10 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0485 ***********************************************************************
 KQ0485  DESIGNATION -  AUGUSTA CAIRN
 KQ0485  PID         -  KQ0485
 KQ0485  STATE/COUNTY-  NV/CHURCHILL
 KQ0485  USGS QUAD   -  MT AUGUSTA (1990)
 KQ0485
 KQ0485                         *CURRENT SURVEY CONTROL
 KQ0485  ___________________________________________________________________
 KQ0485* NAD 83(1994)-  39 32 23.87540(N)    117 55 10.11604(W)     ADJUSTED  
 KQ0485* NAVD 88     -      3040.     (meters)    9974.     (feet)  SCALED    
 KQ0485  ___________________________________________________________________
 KQ0485  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 KQ0485  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 KQ0485
 KQ0485  HORZ ORDER  -  THIRD
 KQ0485
 KQ0485.The horizontal coordinates were established by classical geodetic methods
 KQ0485.and adjusted by the National Geodetic Survey in June 1998..
 KQ0485
 KQ0485.The orthometric height was scaled from a topographic map.
 KQ0485
 KQ0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0485
 KQ0485.The geoid height was determined by GEOID03.
 KQ0485
 KQ0485;                    North         East     Units Scale Factor Converg.
 KQ0485;SPC NV W     - 4,531,750.254   857,062.403   MT  0.99994008   +0 25 21.5
 KQ0485;SPC NV W     -14,867,917.29  2,811,878.90   sFT  0.99994008   +0 25 21.5
 KQ0485;UTM  11      - 4,377,103.529   420,988.946   MT  0.99967686   -0 35 07.4
 KQ0485
 KQ0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0485!SPC NV W     -   0.99952683  x   0.99994008  =   0.99946694
 KQ0485!UTM  11      -   0.99952683  x   0.99967686  =   0.99920384
 KQ0485
 KQ0485:                Primary Azimuth Mark                     Grid Az
 KQ0485:SPC NV W     -  MT GRANT CAIRN                           030 28 03.6
 KQ0485:UTM  11      -  MT GRANT CAIRN                           031 28 32.5
 KQ0485
 KQ0485|---------------------------------------------------------------------|
 KQ0485| PID    Reference Object                     Distance      Geod. Az  |
 KQ0485|                                                           dddmmss.s |
 KQ0485| KQ0484 MT GRANT CAIRN                      APPROX.18.8 KM 0305325.1 |
 KQ0485| KQ0472 WILL                                APPROX.11.5 KM 1391553.4 |
 KQ0485| KR1480 DIX                                 APPROX.27.5 KM 3175716.4 |
 KQ0485|---------------------------------------------------------------------|
 KQ0485
 KQ0485                          SUPERSEDED SURVEY CONTROL
 KQ0485
 KQ0485  NAD 83(1986)-  39 32 23.88115(N)    117 55 10.10353(W) AD(       ) 3
 KQ0485  NAD 27      -  39 32 24.16300(N)    117 55 06.66100(W) AD(       ) 3
 KQ0485
 KQ0485.Superseded values are not recommended for survey control.
 KQ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0485.See file dsdata.txt to determine how the superseded data were derived.
 KQ0485
 KQ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD2098977104(NAD 83)
 KQ0485_MARKER: 72 = CAIRN
 KQ0485
 KQ0485  HISTORY     - Date     Condition        Report By
 KQ0485  HISTORY     - 1954     FIRST OBSERVED   CGS
 KQ0485
 KQ0485                          STATION DESCRIPTION
 KQ0485
 KQ0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KQ0485'TO REACH STATION AUGUSTA NPD FROM THE BAR AT EASTGATE ON U.S. HIGHWAY
 KQ0485'50.  GO NORTHERLY ALONG MAIN EDWARDS CREEK ROAD FOR 17 MILES
 KQ0485'TO CLAN ALPINE RANCH.  TURN NORTHWEST UP CHERRY CREEK CANYON FOR
 KQ0485'5.5 MILES TO OLD STONE HOUSE.  HOLD LEFT AROUND LOW HILLS TO
 KQ0485'PASTURE AREA.  HOLD LEFT AND CROSS CREEK 0.75 MILE FROM STONE
 KQ0485'HOUSE.  FOLLOW TRACK ROAD SOUTHERLY FOR 1.25 MILES AND THEN
 KQ0485'TURN EASTERLY ACROSS COUNTRY TO THE MOUTH OF A SMALL CANYON.
 KQ0485'PACK UP CANYON BEARING SOUTHEAST.  STATION AUGUSTA NPD IS ON THE
 KQ0485'HIGHEST PART OF THE RIDGE TO THE SOUTHEAST.  A 2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1905 ***********************************************************************
 GR1905  DESIGNATION -  AUK
 GR1905  PID         -  GR1905
 GR1905  STATE/COUNTY-  NV/CLARK
 GR1905  USGS QUAD   -  MOAPA WEST (1983)
 GR1905
 GR1905                         *CURRENT SURVEY CONTROL
 GR1905  ___________________________________________________________________
 GR1905* NAD 83(1994)-  36 40 31.93103(N)    114 38 05.14729(W)     ADJUSTED  
 GR1905* NAVD 88     -       541.5    (meters)    1777.     (feet)  VERTCON   
 GR1905  ___________________________________________________________________
 GR1905  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 GR1905  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 GR1905
 GR1905  HORZ ORDER  -  SECOND
 GR1905
 GR1905.The horizontal coordinates were established by classical geodetic methods
 GR1905.and adjusted by the National Geodetic Survey in June 1998..
 GR1905
 GR1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1905
 GR1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1905
 GR1905.The geoid height was determined by GEOID03.
 GR1905
 GR1905;                    North         East     Units Scale Factor Converg.
 GR1905;SPC NV E     - 8,214,043.272   284,783.867   MT  0.99998853   +0 33 59.8
 GR1905;SPC NV E     -26,948,906.97    934,328.40   sFT  0.99998853   +0 33 59.8
 GR1905;UTM  11      - 4,061,486.080   711,357.656   MT  1.00015039   +1 24 47.7
 GR1905
 GR1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1905!SPC NV E     -   0.99991927  x   0.99998853  =   0.99990780
 GR1905!UTM  11      -   0.99991927  x   1.00015039  =   1.00006964
 GR1905
 GR1905|---------------------------------------------------------------------|
 GR1905| PID    Reference Object                     Distance      Geod. Az  |
 GR1905|                                                           dddmmss.s |
 GR1905| CC5076 AUK WP                                2.338 METERS 03834     |
 GR1905| CC5074 AUK RM 1                              6.550 METERS 06944     |
 GR1905| GR1899 MOAPA UNION PACIFIC WATER TANK      APPROX. 1.2 KM 1045633.9 |
 GR1905| CC5075 AUK RM 2                              7.835 METERS 18531     |
 GR1905|---------------------------------------------------------------------|
 GR1905
 GR1905                          SUPERSEDED SURVEY CONTROL
 GR1905
 GR1905  NAD 83(1994)-  36 40 31.93056(N)    114 38 05.14525(W) AD(       ) 2
 GR1905  NAD 83(1992)-  36 40 31.92998(N)    114 38 05.14570(W) AD(       ) 2
 GR1905  NAD 83(1986)-  36 40 31.92307(N)    114 38 05.13937(W) AD(       ) 2
 GR1905  NAD 27      -  36 40 32.01200(N)    114 38 02.17200(W) AD(       ) 2
 GR1905  NGVD 29 (07/19/86)  540.8    (m)         1774.     (f) VERT ANG       
 GR1905
 GR1905.Superseded values are not recommended for survey control.
 GR1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1905.See file dsdata.txt to determine how the superseded data were derived.
 GR1905
 GR1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1135861486(NAD 83)
 GR1905_MARKER: DS = TRIANGULATION STATION DISK
 GR1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1905
 GR1905  HISTORY     - Date     Condition        Report By
 GR1905  HISTORY     - 1957     MONUMENTED       CGS
 GR1905  HISTORY     - 1972     GOOD             USE
 GR1905  HISTORY     - 1986     GOOD             DMA
 GR1905
 GR1905                          STATION DESCRIPTION
 GR1905
 GR1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1905'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF GLENDALE AND
 GR1905'ABOUT 1/2 MILE WEST-NORTHWEST OF MOAPA, ON THE EAST END OF A
 GR1905'LOW MESA.
 GR1905'
 GR1905'TO REACH FROM GLENDALE, GO SOUTHWEST ON U.S. HIGHWAY 91 FOR
 GR1905'0.4 MILE TO THE JUNCTION WITH U.S. HIGHWAY 93.  TURN RIGHT
 GR1905'(NORTHWEST) ON HIGHWAY 93 AND GO 2.9 MILES TO THE RAILROAD
 GR1905'CROSSING JUST NORTH OF MOAPA.  CONTINUE NORTHWEST ON THE HIGHWAY
 GR1905'FOR 1.1 MILES TO A GRADED SIDE ROAD LEFT.  TURN LEFT (SOUTHWEST)
 GR1905'AND GO 0.6 MILE TO A TRACK ROAD LEFT AT TOP OF GRADE.  TURN
 GR1905'LEFT (EAST) AND GO 0.9 MILE TO STATION ON RIGHT AT END OF
 GR1905'TRACK ROAD.
 GR1905'
 GR1905'THE STATION MARK, STAMPED AUK 1956, IS A STANDARD BRONZE DISK
 GR1905'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 GR1905'7.67 FEET SOUTHWEST OF A WHITE WITNESS POST.
 GR1905'
 GR1905'REFERENCE MARK NO. 1, STAMPED AUK 1956 NO 1, IS A STANDARD
 GR1905'BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 GR1905'INCHES.
 GR1905'
 GR1905'REFERENCE MARK NO. 2, STAMPED AUK 1956 NO 2, IS A STANDARD
 GR1905'BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 GR1905'INCHES.
 GR1905
 GR1905                          STATION RECOVERY (1972)
 GR1905
 GR1905'RECOVERY NOTE BY US ENGINEERS 1972 (JLS)
 GR1905'AUK 1956-RECOVERED IN GOOD CONDITION.
 GR1905'
 GR1905'BOTH REFERENCE MARKS ARE IN GOOD CONDITION.
 GR1905'
 GR1905'NEW TO REACH BELOW.
 GR1905'
 GR1905'TO REACH FROM CHEVRON STATION IN GLENDALE, GO WEST ON OLD HWY.
 GR1905'91 FOR 0.4 MILE TO HWY. 7, TURN RIGHT ON HWY. 7 FOR 3.9 MILES
 GR1905'TO PAVED ROAD ON LEFT.  TURN LEFT FOR 0.5 MILE TO DIM TRACK
 GR1905'ROAD ON LEFT, TAKE LEFT SOUTHERLY ALONG RIDGE FOR 0.9 MILE
 GR1905'TO STATION SITE.
 GR1905
 GR1905                          STATION RECOVERY (1986)
 GR1905
 GR1905'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (JBS)
 GR1905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0995 ***********************************************************************
 JR0995  DESIGNATION -  AURORA PEAK
 JR0995  PID         -  JR0995
 JR0995  STATE/COUNTY-  NV/MINERAL
 JR0995  USGS QUAD   -  MOUNT HICKS (1989)
 JR0995
 JR0995                         *CURRENT SURVEY CONTROL
 JR0995  ___________________________________________________________________
 JR0995* NAD 83(1994)-  38 16 39.60676(N)    118 51 37.90000(W)     ADJUSTED  
 JR0995* NAVD 88     -      2670.     (meters)    8760.     (feet)  SCALED    
 JR0995  ___________________________________________________________________
 JR0995  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 JR0995  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 JR0995
 JR0995  HORZ ORDER  -  FIRST
 JR0995
 JR0995.The horizontal coordinates were established by classical geodetic methods
 JR0995.and adjusted by the National Geodetic Survey in June 1998..
 JR0995
 JR0995.The orthometric height was scaled from a topographic map.
 JR0995
 JR0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0995
 JR0995.The geoid height was determined by GEOID03.
 JR0995
 JR0995;                    North         East     Units Scale Factor Converg.
 JR0995;SPC NV W     - 4,391,457.845   775,747.819   MT  0.99990724   -0 10 18.2
 JR0995;SPC NV W     -14,407,641.28  2,545,099.30   sFT  0.99990724   -0 10 18.2
 JR0995;SPC CA 3     -   698,548.760 2,143,442.787   MT  0.99997134   +1 00 13.5
 JR0995;SPC CA 3     - 2,291,822.06  7,032,278.54   sFT  0.99997134   +1 00 13.5
 JR0995;UTM  11      - 4,238,260.776   337,261.746   MT  0.99992617   -1 09 10.1
 JR0995
 JR0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0995!SPC NV W     -   0.99958500  x   0.99990724  =   0.99949228
 JR0995!SPC CA 3     -   0.99958500  x   0.99997134  =   0.99955635
 JR0995!UTM  11      -   0.99958500  x   0.99992617  =   0.99951120
 JR0995
 JR0995|---------------------------------------------------------------------|
 JR0995| PID    Reference Object                     Distance      Geod. Az  |
 JR0995|                                                           dddmmss.s |
 JR0995| DA8660 AURORA PEAK RM 1                     10.505 METERS 03746     |
 JR0995| DA8662 AURORA PEAK RM 3 AZIMUTH                           2201430.2 |
 JR0995| DA8661 AURORA PEAK RM 2                      5.897 METERS 23213     |
 JR0995| JR1112 POTATO PEAK RESET                   APPROX.20.4 KM 2562852.4 |
 JR0995|---------------------------------------------------------------------|
 JR0995
 JR0995                          SUPERSEDED SURVEY CONTROL
 JR0995
 JR0995  NAD 83(1992)-  38 16 39.60418(N)    118 51 37.89956(W) AD(       ) 1
 JR0995  NAD 83(1986)-  38 16 39.59556(N)    118 51 37.89425(W) AD(       ) 1
 JR0995  NAD 27      -  38 16 39.86700(N)    118 51 34.38200(W) AD(       ) 1
 JR0995
 JR0995.Superseded values are not recommended for survey control.
 JR0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0995.See file dsdata.txt to determine how the superseded data were derived.
 JR0995
 JR0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC3726238261(NAD 83)
 JR0995
 JR0995  HISTORY     - Date     Condition        Report By
 JR0995  HISTORY     - 1893     MONUMENTED       CGS
 JR0995  HISTORY     - 1934     GOOD             CGS
 JR0995  HISTORY     - 1940     GOOD             USFS
 JR0995
 JR0995                          STATION DESCRIPTION
 JR0995
 JR0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 JR0995'STATION IS IDENTICAL WITH STATION AURORA PEAK OF THE
 JR0995'CALIFORNIA-NEVADA TRIANGULATION ARC.  LOCATED IN MINERAL COUNTY,
 JR0995'NEVADA, ABOUT 3-3/4 MILES AIR LINE NE OF THE STATE LINE, AND
 JR0995'2-3/4 MILES E OF THE DESERTED MINING TOWN OF AURORA, NEVADA.
 JR0995'STATION IS LOCATED ON THE HIGHEST POINT OF WHAT IS KNOWN AS
 JR0995'AURORA PEAK.  A STANDARD DISK IS SET IN THE DRILL HOLE THAT
 JR0995'MARKED THE ORIGINAL STATION.
 JR0995'
 JR0995'THREE REFERENCE MARKS WERE ESTABLISHED, STANDARD DISKS WEDGED IN
 JR0995'DRILL HOLES IN BOULDERS.
 JR0995'
 JR0995'STATION BEST REACHED FROM BODIE, CALIFORNIA BY GOING NORTHEASTERLY
 JR0995'ON THE HAWTHORN ROAD 9.3 MILES TO THE AURORA JUNCTION, HERE
 JR0995'GO LEFT 2 MILES TO THE DESERTED TOWN OF AURORA.  FROM AURORA
 JR0995'TURN RIGHT ON THE MAIN CROSS STREET, THIS ROAD LEADS TO ADOBE
 JR0995'MEADOWS, CALIFORNIA, GO 1.8 MILES SOUTHEASTERLY KEEPING ALL
 JR0995'LEFT FORKS.  FROM HERE THE PEAK CAN BE SEEN ABOUT 1 MILE TO THE
 JR0995'E.  TRUCK CAN BE DRIVEN ACROSS COUNTRY TO THE GRASSY FLAT
 JR0995'AT THE BASE OF THE PEAK.  FROM HERE IT IS ABOUT 45 MINUTES
 JR0995'PACK UP THE SW SLOPE TO THE HIGHEST POINT AND STATION.
 JR0995'AZIMUTH MARK IS 300 YARDS S OF STATION ON FIRST ROCKY KNOB.
 JR0995
 JR0995                          STATION RECOVERY (1940)
 JR0995
 JR0995'RECOVERY NOTE BY US FOREST SERVICE 1940
 JR0995'RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARKS NOS.
 JR0995'1 AND 2 IN A-1 CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7018 ***********************************************************************
 DG7018  HT_MOD      -  This is a Height Modernization Survey Station.
 DG7018  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7018  DESIGNATION -  AUSTIN 1 CORS ARP
 DG7018  CORS_ID     -  AST1
 DG7018  PID         -  DG7018
 DG7018  STATE/COUNTY-  NV/LANDER
 DG7018  USGS QUAD   -  GANDOLFO CANYON (1980)
 DG7018
 DG7018                         *CURRENT SURVEY CONTROL
 DG7018  ___________________________________________________________________
 DG7018* NAD 83(CORS)-  39 23 24.92419(N)    117 18 30.07363(W)     ADJUSTED  
 DG7018* NAVD 88     -      1782.98   (meters)    5849.7    (feet)  GPS OBS   
 DG7018  ___________________________________________________________________
 DG7018  EPOCH DATE  -        2002.00
 DG7018  X           -  -2,265,133.622 (meters)                     COMP
 DG7018  Y           -  -4,387,046.464 (meters)                     COMP
 DG7018  Z           -   4,027,011.843 (meters)                     COMP
 DG7018  ELLIP HEIGHT-        1760.67  (meters)          (09/??/04) GPS OBS
 DG7018  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DG7018
 DG7018  HORZ ORDER  -  SPECIAL (CORS)
 DG7018  ELLP ORDER  -  SPECIAL (CORS)
 DG7018
 DG7018.ITRF positions are available for this station.
 DG7018.The coordinates were established by GPS observations
 DG7018.and adjusted by the National Geodetic Survey in September 2004..
 DG7018.The coordinates are valid at the epoch date displayed above.
 DG7018.The epoch date for horizontal control is a decimal equivalence
 DG7018.of Year/Month/Day.
 DG7018
 DG7018.The orthometric height was determined by GPS observations and a
 DG7018.high-resolution geoid model using precise GPS observation and
 DG7018.processing techniques.
 DG7018
 DG7018.The PID for the CORS L1 Phase Center is DG7019.
 DG7018
 DG7018.Photographs are available for this station.
 DG7018
 DG7018.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7018
 DG7018.The ellipsoidal height was determined by GPS observations
 DG7018.and is referenced to NAD 83.
 DG7018
 DG7018.The geoid height was determined by GEOID03.
 DG7018
 DG7018;                    North         East     Units Scale Factor Converg.
 DG7018;SPC NV C     - 6,515,116.581   444,724.901   MT  0.99993761   -0 24 26.0
 DG7018;SPC NV C     -21,375,011.65  1,459,068.28   sFT  0.99993761   -0 24 26.0
 DG7018
 DG7018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7018!SPC NV C     -   0.99972385  x   0.99993761  =   0.99966147
 DG7018
 DG7018                          SUPERSEDED SURVEY CONTROL
 DG7018
 DG7018.No superseded survey control is available for this station.
 DG7018
 DG7018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD7344660131(NAD 83)
 DG7018_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG7018
 DG7018                          STATION DESCRIPTION
 DG7018
 DG7018'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG7018'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7018'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7018'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7018'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7018'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7019 ***********************************************************************
 DG7019  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7019  DESIGNATION -  AUSTIN 1 CORS L1 PHASE CENTER
 DG7019  CORS_ID     -  AST1
 DG7019  PID         -  DG7019
 DG7019  STATE/COUNTY-  NV/LANDER
 DG7019  USGS QUAD   -  GANDOLFO CANYON (1980)
 DG7019
 DG7019                         *CURRENT SURVEY CONTROL
 DG7019  ___________________________________________________________________
 DG7019* NAD 83(CORS)-  39 23 24.92420(N)    117 18 30.07359(W)     ADJUSTED  
 DG7019* NAVD 88     -                                                        
 DG7019  ___________________________________________________________________
 DG7019  EPOCH DATE  -        2002.00
 DG7019  X           -  -2,265,133.660 (meters)                     COMP
 DG7019  Y           -  -4,387,046.540 (meters)                     COMP
 DG7019  Z           -   4,027,011.913 (meters)                     COMP
 DG7019  ELLIP HEIGHT-        1760.78  (meters)          (09/??/04) GPS OBS
 DG7019  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DG7019
 DG7019  HORZ ORDER  -  SPECIAL (CORS)
 DG7019  ELLP ORDER  -  SPECIAL (CORS)
 DG7019
 DG7019.ITRF positions are available for this station.
 DG7019.The coordinates were established by GPS observations
 DG7019.and adjusted by the National Geodetic Survey in September 2004..
 DG7019.The coordinates are valid at the epoch date displayed above.
 DG7019.The epoch date for horizontal control is a decimal equivalence
 DG7019.of Year/Month/Day.
 DG7019
 DG7019
 DG7019.The PID for the CORS ARP is DG7018.
 DG7019
 DG7019.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7019
 DG7019.The ellipsoidal height was determined by GPS observations
 DG7019.and is referenced to NAD 83.
 DG7019
 DG7019.The geoid height was determined by GEOID03.
 DG7019
 DG7019;                    North         East     Units Scale Factor Converg.
 DG7019;SPC NV C     - 6,515,116.581   444,724.902   MT  0.99993761   -0 24 26.0
 DG7019;SPC NV C     -21,375,011.65  1,459,068.28   sFT  0.99993761   -0 24 26.0
 DG7019
 DG7019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7019!SPC NV C     -   0.99972383  x   0.99993761  =   0.99966146
 DG7019
 DG7019                          SUPERSEDED SURVEY CONTROL
 DG7019
 DG7019.No superseded survey control is available for this station.
 DG7019
 DG7019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD7344660131(NAD 83)
 DG7019_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG7019
 DG7019                          STATION DESCRIPTION
 DG7019
 DG7019'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG7019'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7019'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7019'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7019'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7019'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7020 ***********************************************************************
 DG7020  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7020  DESIGNATION -  AUSTIN 2 CORS ARP
 DG7020  CORS_ID     -  AST2
 DG7020  PID         -  DG7020
 DG7020  STATE/COUNTY-  NV/LANDER
 DG7020  USGS QUAD   -  GANDOLFO CANYON (1980)
 DG7020
 DG7020                         *CURRENT SURVEY CONTROL
 DG7020  ___________________________________________________________________
 DG7020* NAD 83(CORS)-  39 23 25.54176(N)    117 18 30.89811(W)     ADJUSTED  
 DG7020* NAVD 88     -                                                        
 DG7020  ___________________________________________________________________
 DG7020  EPOCH DATE  -        2002.00
 DG7020  X           -  -2,265,145.686 (meters)                     COMP
 DG7020  Y           -  -4,387,026.812 (meters)                     COMP
 DG7020  Z           -   4,027,026.700 (meters)                     COMP
 DG7020  ELLIP HEIGHT-        1760.88  (meters)          (09/??/04) GPS OBS
 DG7020  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DG7020
 DG7020  HORZ ORDER  -  SPECIAL (CORS)
 DG7020  ELLP ORDER  -  SPECIAL (CORS)
 DG7020
 DG7020.ITRF positions are available for this station.
 DG7020.The coordinates were established by GPS observations
 DG7020.and adjusted by the National Geodetic Survey in September 2004..
 DG7020.The coordinates are valid at the epoch date displayed above.
 DG7020.The epoch date for horizontal control is a decimal equivalence
 DG7020.of Year/Month/Day.
 DG7020
 DG7020
 DG7020.The PID for the CORS L1 Phase Center is DG7021.
 DG7020
 DG7020.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7020
 DG7020.The ellipsoidal height was determined by GPS observations
 DG7020.and is referenced to NAD 83.
 DG7020
 DG7020.The geoid height was determined by GEOID03.
 DG7020
 DG7020;                    North         East     Units Scale Factor Converg.
 DG7020;SPC NV C     - 6,515,135.765   444,705.308   MT  0.99993763   -0 24 26.5
 DG7020;SPC NV C     -21,375,074.59  1,459,004.00   sFT  0.99993763   -0 24 26.5
 DG7020
 DG7020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7020!SPC NV C     -   0.99972381  x   0.99993763  =   0.99966146
 DG7020
 DG7020                          SUPERSEDED SURVEY CONTROL
 DG7020
 DG7020.No superseded survey control is available for this station.
 DG7020
 DG7020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD7342760150(NAD 83)
 DG7020_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG7020
 DG7020                          STATION DESCRIPTION
 DG7020
 DG7020'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG7020'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7020'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7020'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7020'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7020'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7021 ***********************************************************************
 DG7021  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7021  DESIGNATION -  AUSTIN 2 CORS L1 PHASE CENTER
 DG7021  CORS_ID     -  AST2
 DG7021  PID         -  DG7021
 DG7021  STATE/COUNTY-  NV/LANDER
 DG7021  USGS QUAD   -  GANDOLFO CANYON (1980)
 DG7021
 DG7021                         *CURRENT SURVEY CONTROL
 DG7021  ___________________________________________________________________
 DG7021* NAD 83(CORS)-  39 23 25.54177(N)    117 18 30.89808(W)     ADJUSTED  
 DG7021* NAVD 88     -                                                        
 DG7021  ___________________________________________________________________
 DG7021  EPOCH DATE  -        2002.00
 DG7021  X           -  -2,265,145.724 (meters)                     COMP
 DG7021  Y           -  -4,387,026.887 (meters)                     COMP
 DG7021  Z           -   4,027,026.770 (meters)                     COMP
 DG7021  ELLIP HEIGHT-        1760.99  (meters)          (09/??/04) GPS OBS
 DG7021  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DG7021
 DG7021  HORZ ORDER  -  SPECIAL (CORS)
 DG7021  ELLP ORDER  -  SPECIAL (CORS)
 DG7021
 DG7021.ITRF positions are available for this station.
 DG7021.The coordinates were established by GPS observations
 DG7021.and adjusted by the National Geodetic Survey in September 2004..
 DG7021.The coordinates are valid at the epoch date displayed above.
 DG7021.The epoch date for horizontal control is a decimal equivalence
 DG7021.of Year/Month/Day.
 DG7021
 DG7021
 DG7021.The PID for the CORS ARP is DG7020.
 DG7021
 DG7021.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7021
 DG7021.The ellipsoidal height was determined by GPS observations
 DG7021.and is referenced to NAD 83.
 DG7021
 DG7021.The geoid height was determined by GEOID03.
 DG7021
 DG7021;                    North         East     Units Scale Factor Converg.
 DG7021;SPC NV C     - 6,515,135.765   444,705.309   MT  0.99993763   -0 24 26.5
 DG7021;SPC NV C     -21,375,074.59  1,459,004.00   sFT  0.99993763   -0 24 26.5
 DG7021
 DG7021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7021!SPC NV C     -   0.99972380  x   0.99993763  =   0.99966144
 DG7021
 DG7021                          SUPERSEDED SURVEY CONTROL
 DG7021
 DG7021.No superseded survey control is available for this station.
 DG7021
 DG7021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD7342760150(NAD 83)
 DG7021_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG7021
 DG7021                          STATION DESCRIPTION
 DG7021
 DG7021'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG7021'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7021'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7021'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7021'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7021'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0434 ***********************************************************************
 KQ0434  DESIGNATION -  AUSTIN LETTER A
 KQ0434  PID         -  KQ0434
 KQ0434  STATE/COUNTY-  NV/LANDER
 KQ0434  USGS QUAD   -  AUSTIN (1988)
 KQ0434
 KQ0434                         *CURRENT SURVEY CONTROL
 KQ0434  ___________________________________________________________________
 KQ0434* NAD 83(1994)-  39 29 15.96680(N)    117 04 17.91744(W)     ADJUSTED  
 KQ0434* NAVD 88     -                                                        
 KQ0434  ___________________________________________________________________
 KQ0434  LAPLACE CORR-           8.88  (seconds)                    DEFLEC99
 KQ0434  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 KQ0434
 KQ0434  HORZ ORDER  -  THIRD
 KQ0434
 KQ0434.The horizontal coordinates were established by classical geodetic methods
 KQ0434.and adjusted by the National Geodetic Survey in June 1998..
 KQ0434
 KQ0434
 KQ0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0434
 KQ0434.The geoid height was determined by GEOID03.
 KQ0434
 KQ0434;                    North         East     Units Scale Factor Converg.
 KQ0434;SPC NV C     - 6,525,823.500   465,163.861   MT  0.99991494   -0 15 27.1
 KQ0434;SPC NV C     -21,410,139.27  1,526,125.10   sFT  0.99991494   -0 15 27.1
 KQ0434;UTM  11      - 4,370,909.505   493,839.063   MT  0.99960047   -0 02 44.0
 KQ0434
 KQ0434                          SUPERSEDED SURVEY CONTROL
 KQ0434
 KQ0434  NAD 83(1986)-  39 29 15.96894(N)    117 04 17.91042(W) AD(       ) 4
 KQ0434  NAD 27      -  39 29 16.23600(N)    117 04 14.59300(W) AD(       ) 3
 KQ0434
 KQ0434.Superseded values are not recommended for survey control.
 KQ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0434.See file dsdata.txt to determine how the superseded data were derived.
 KQ0434
 KQ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD9383970910(NAD 83)
 KQ0434_MARKER: Z = SEE DESCRIPTION
 KQ0434_SETTING: 0 = UNSPECIFIED SETTING
 KQ0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0434
 KQ0434  HISTORY     - Date     Condition        Report By
 KQ0434  HISTORY     - 1954     MONUMENTED       CGS
 KQ0434
 KQ0434                          STATION DESCRIPTION
 KQ0434
 KQ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0434'THE POINT INTERSECTED IS THE VERTEX OF THE LARGE LETTER A
 KQ0434'ON THE NORTH SLOPE OF A HILL JUST SOUTHWEST OF THE TOWN OF
 KQ0434'AUSTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0438 ***********************************************************************
 KQ0438  DESIGNATION -  AUSTIN STOKES CASTLE
 KQ0438  PID         -  KQ0438
 KQ0438  STATE/COUNTY-  NV/LANDER
 KQ0438  USGS QUAD   -  AUSTIN (1988)
 KQ0438
 KQ0438                         *CURRENT SURVEY CONTROL
 KQ0438  ___________________________________________________________________
 KQ0438* NAD 83(1994)-  39 29 36.79013(N)    117 04 47.56514(W)     ADJUSTED  
 KQ0438* NAVD 88     -                                                        
 KQ0438  ___________________________________________________________________
 KQ0438  LAPLACE CORR-           8.95  (seconds)                    DEFLEC99
 KQ0438  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 KQ0438
 KQ0438  HORZ ORDER  -  THIRD
 KQ0438
 KQ0438.The horizontal coordinates were established by classical geodetic methods
 KQ0438.and adjusted by the National Geodetic Survey in June 1998..
 KQ0438
 KQ0438
 KQ0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0438
 KQ0438.The geoid height was determined by GEOID03.
 KQ0438
 KQ0438;                    North         East     Units Scale Factor Converg.
 KQ0438;SPC NV C     - 6,526,468.852   464,458.388   MT  0.99991555   -0 15 46.1
 KQ0438;SPC NV C     -21,412,256.56  1,523,810.56   sFT  0.99991555   -0 15 46.1
 KQ0438;UTM  11      - 4,371,552.041   493,131.430   MT  0.99960058   -0 03 02.9
 KQ0438
 KQ0438                          SUPERSEDED SURVEY CONTROL
 KQ0438
 KQ0438  NAD 83(1986)-  39 29 36.79322(N)    117 04 47.55716(W) AD(       ) 4
 KQ0438  NAD 27      -  39 29 37.05900(N)    117 04 44.22400(W) AD(       ) 3
 KQ0438
 KQ0438.Superseded values are not recommended for survey control.
 KQ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0438.See file dsdata.txt to determine how the superseded data were derived.
 KQ0438
 KQ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD9313171552(NAD 83)
 KQ0438_MARKER: 85 = CHIMNEY
 KQ0438
 KQ0438  HISTORY     - Date     Condition        Report By
 KQ0438  HISTORY     - 1954     FIRST OBSERVED   CGS
 KQ0438
 KQ0438                          STATION DESCRIPTION
 KQ0438
 KQ0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0438'THE POINT INTERSECTED IS THE CHIMNEY ON THE TOP OF THE STRUCTURE.
 KQ0438'THE CASTLE IS A VERY PROMINENT LANDMARK WHICH IS LOCATED ON
 KQ0438'THE WEST SLOPE OF THE RANGE OF HILLS THAT BORDER THE REESE
 KQ0438'RIVER VALLEY ON THE EAST.  IT IS ABOUT 1 MILE SOUTHWEST OF
 KQ0438'THE TOWN OF AUSTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0481 ***********************************************************************
 LQ0481  DESIGNATION -  AVENEL
 LQ0481  PID         -  LQ0481
 LQ0481  STATE/COUNTY-  NV/ELKO
 LQ0481  USGS QUAD   -  ELKO WEST (1975)
 LQ0481
 LQ0481                         *CURRENT SURVEY CONTROL
 LQ0481  ___________________________________________________________________
 LQ0481* NAD 83(1994)-  40 47 45.52443(N)    115 50 54.61950(W)     ADJUSTED  
 LQ0481* NAVD 88     -      1556.272  (meters)    5105.87   (feet)  ADJUSTED  
 LQ0481  ___________________________________________________________________
 LQ0481  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 LQ0481  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 LQ0481  DYNAMIC HT  -        1554.981 (meters)    5101.63  (feet)  COMP
 LQ0481  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 LQ0481
 LQ0481  HORZ ORDER  -  SECOND
 LQ0481  VERT ORDER  -  SECOND    CLASS 0
 LQ0481
 LQ0481.The horizontal coordinates were established by classical geodetic methods
 LQ0481.and adjusted by the National Geodetic Survey in June 1998..
 LQ0481
 LQ0481.The orthometric height was determined by differential leveling
 LQ0481.and adjusted by the National Geodetic Survey in June 1991..
 LQ0481
 LQ0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0481
 LQ0481.The geoid height was determined by GEOID03.
 LQ0481
 LQ0481.The dynamic height is computed by dividing the NAVD 88
 LQ0481.geopotential number by the normal gravity value computed on the
 LQ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0481.degrees latitude (g = 980.6199 gals.).
 LQ0481
 LQ0481.The modeled gravity was interpolated from observed gravity values.
 LQ0481
 LQ0481;                    North         East     Units Scale Factor Converg.
 LQ0481;SPC NV E     - 8,671,024.762   177,623.271   MT  0.99990616   -0 10 23.7
 LQ0481;SPC NV E     -28,448,187.07    582,752.35   sFT  0.99990616   -0 10 23.7
 LQ0481;UTM  11      - 4,516,747.025   597,141.429   MT  0.99971615   +0 45 08.7
 LQ0481
 LQ0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0481!SPC NV E     -   0.99975887  x   0.99990616  =   0.99966506
 LQ0481!UTM  11      -   0.99975887  x   0.99971615  =   0.99947509
 LQ0481
 LQ0481|---------------------------------------------------------------------|
 LQ0481| PID    Reference Object                     Distance      Geod. Az  |
 LQ0481|                                                           dddmmss.s |
 LQ0481| LQ0482 AVENEL RM 1                           9.627 METERS 04842     |
 LQ0481| LQ0480 AVENEL RM 2                           9.643 METERS 15756     |
 LQ0481| LQ0477 DOVE                                APPROX. 2.6 KM 2394013.9 |
 LQ0481|---------------------------------------------------------------------|
 LQ0481
 LQ0481                          SUPERSEDED SURVEY CONTROL
 LQ0481
 LQ0481  NAD 83(1986)-  40 47 45.52826(N)    115 50 54.61236(W) AD(       ) 2
 LQ0481  NAD 27      -  40 47 45.81000(N)    115 50 51.36650(W) AD(       ) 2
 LQ0481  NGVD 29 (??/??/92) 1555.15   (m)         5102.2    (f) COMPUTED    2 0
 LQ0481
 LQ0481.Superseded values are not recommended for survey control.
 LQ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0481.See file dsdata.txt to determine how the superseded data were derived.
 LQ0481
 LQ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF9714116747(NAD 83)
 LQ0481_MARKER: DS = TRIANGULATION STATION DISK
 LQ0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0481_STAMPING: AVENEL 1957
 LQ0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0481+STABILITY: SURFACE MOTION
 LQ0481
 LQ0481  HISTORY     - Date     Condition        Report By
 LQ0481  HISTORY     - 1957     MONUMENTED       CGS
 LQ0481  HISTORY     - 1957     GOOD             CGS
 LQ0481
 LQ0481                          STATION DESCRIPTION
 LQ0481
 LQ0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0481'THE STATION IS ABOUT 5 MILES SOUTHWEST OF THE CENTER OF ELKO
 LQ0481'AND 0.1 MILE NORTHWEST OF U.S. HIGHWAY 40, ON TOP OF A SAGE-COVERED
 LQ0481'BENCH.  IT IS 17 PACES SOUTH OF A SMALL TRENCH AND GRAVEL PILE
 LQ0481'IN AN AREA WHERE SOME GRAVEL TESTS HAVE BEEN MADE.
 LQ0481'
 LQ0481'TO REACH FROM THE TRAFFIC SIGNAL ON U.S. HIGHWAY 40 AT FIFTH
 LQ0481'AND IDAHO STREETS IN ELKO, GO SOUTHWEST ON U.S. HIGHWAY 40
 LQ0481'FOR 4.9 MILES TO A METAL GATE ON THE RIGHT, NORTHWEST SIDE
 LQ0481'OF THE HIGHWAY.  TURN RIGHT THROUGH GATE AND FOLLOW THE TRACK
 LQ0481'ROAD WESTERLY (UP THE WEST SIDE OF A SMALL DRAW) FOR 0.15 MILE,
 LQ0481'THENCE TURN LEFT, SOUTH FOR 0.15 MILE TO SUMMIT OF RIDGE AND
 LQ0481'STATION NEAR THE SOUTH END OF THE BENCH.
 LQ0481'
 LQ0481'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 LQ0481'SET IN CONCRETE CYLINDERS.
 LQ0481'
 LQ0481'THE STATION MARK, STAMPED AVENEL 1957, PROJECTS ABOUT 4 INCHES
 LQ0481'AND IS 17 FEET NORTH OF A WITNESS POST.
 LQ0481'
 LQ0481'REFERENCE MARK 1, STAMPED AVENEL NO 1 1957, PROJECTS ABOUT 4
 LQ0481'INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 LQ0481'
 LQ0481'REFERENCE MARK 2, STAMPED AVENEL NO 2 1957, PROJECTS ABOUT 4
 LQ0481'INCHES AND IS ALSO ABOUT THE SAME ELEVATION AS THE STATION.
 LQ0481
 LQ0481                          STATION RECOVERY (1957)
 LQ0481
 LQ0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0481'5.0 MI SW FROM ELKO.
 LQ0481'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0481'IDAHO STREETS AT ELKO, 0.15 MILE NORTHWEST OF HIGHWAY 0.08 MILE NORTH
 LQ0481'OF POWER POLE NO. 4280, 31.6 FEET SOUTHWEST OF R.M. 1, 31.7 FEET NORTH
 LQ0481'OF R.M. 2, 16.9 FEET NORTH OF WITNESS POST, ON TOP OF A SMALL HILL,
 LQ0481'SET IN A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0482 ***********************************************************************
 LQ0482  DESIGNATION -  AVENEL RM 1
 LQ0482  PID         -  LQ0482
 LQ0482  STATE/COUNTY-  NV/ELKO
 LQ0482  USGS QUAD   -  ELKO WEST (1975)
 LQ0482
 LQ0482                         *CURRENT SURVEY CONTROL
 LQ0482  ___________________________________________________________________
 LQ0482* NAD 83(1986)-  40 47 45.     (N)    115 50 54.     (W)     SCALED    
 LQ0482* NAVD 88     -      1556.266  (meters)    5105.85   (feet)  ADJUSTED  
 LQ0482  ___________________________________________________________________
 LQ0482  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 LQ0482  DYNAMIC HT  -        1554.975 (meters)    5101.61  (feet)  COMP
 LQ0482  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 LQ0482
 LQ0482  VERT ORDER  -  SECOND    CLASS 0
 LQ0482
 LQ0482.The horizontal coordinates were scaled from a topographic map and have
 LQ0482.an estimated accuracy of +/- 6 seconds.
 LQ0482
 LQ0482.The orthometric height was determined by differential leveling
 LQ0482.and adjusted by the National Geodetic Survey in June 1991..
 LQ0482
 LQ0482.The geoid height was determined by GEOID03.
 LQ0482
 LQ0482.The dynamic height is computed by dividing the NAVD 88
 LQ0482.geopotential number by the normal gravity value computed on the
 LQ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0482.degrees latitude (g = 980.6199 gals.).
 LQ0482
 LQ0482.The modeled gravity was interpolated from observed gravity values.
 LQ0482
 LQ0482;                    North         East    Units  Estimated Accuracy
 LQ0482;SPC NV E     - 8,671,010.      177,640.      MT  (+/- 180 meters Scaled)
 LQ0482
 LQ0482                          SUPERSEDED SURVEY CONTROL
 LQ0482
 LQ0482  NGVD 29 (??/??/92) 1555.14   (m)         5102.2    (f) COMPUTED    2 0
 LQ0482
 LQ0482.Superseded values are not recommended for survey control.
 LQ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0482.See file dsdata.txt to determine how the superseded data were derived.
 LQ0482
 LQ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF971167(NAD 83)
 LQ0482_MARKER: DR = REFERENCE MARK DISK
 LQ0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0482_STAMPING: AVENEL NO 1 1957
 LQ0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0482+STABILITY: SURFACE MOTION
 LQ0482
 LQ0482  HISTORY     - Date     Condition        Report By
 LQ0482  HISTORY     - 1957     MONUMENTED       CGS
 LQ0482
 LQ0482                          STATION DESCRIPTION
 LQ0482
 LQ0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0482'5.0 MI SW FROM ELKO.
 LQ0482'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0482'IDAHO STREETS AT ELKO, 0.15 MILE NORTHWEST OF HIGHWAY, 0.08 MILE NORTH
 LQ0482'OF POWER POLE NO. 4280, ON TOP OF A SMALL HILL, 31.6 FEET NORTHEAST OF
 LQ0482'STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE
 LQ0482'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0480 ***********************************************************************
 LQ0480  DESIGNATION -  AVENEL RM 2
 LQ0480  PID         -  LQ0480
 LQ0480  STATE/COUNTY-  NV/ELKO
 LQ0480  USGS QUAD   -  ELKO WEST (1975)
 LQ0480
 LQ0480                         *CURRENT SURVEY CONTROL
 LQ0480  ___________________________________________________________________
 LQ0480* NAD 83(1986)-  40 47 45.     (N)    115 50 54.     (W)     SCALED    
 LQ0480* NAVD 88     -      1555.906  (meters)    5104.67   (feet)  ADJUSTED  
 LQ0480  ___________________________________________________________________
 LQ0480  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 LQ0480  DYNAMIC HT  -        1554.615 (meters)    5100.43  (feet)  COMP
 LQ0480  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 LQ0480
 LQ0480  VERT ORDER  -  SECOND    CLASS 0
 LQ0480
 LQ0480.The horizontal coordinates were scaled from a topographic map and have
 LQ0480.an estimated accuracy of +/- 6 seconds.
 LQ0480
 LQ0480.The orthometric height was determined by differential leveling
 LQ0480.and adjusted by the National Geodetic Survey in June 1991..
 LQ0480
 LQ0480.The geoid height was determined by GEOID03.
 LQ0480
 LQ0480.The dynamic height is computed by dividing the NAVD 88
 LQ0480.geopotential number by the normal gravity value computed on the
 LQ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0480.degrees latitude (g = 980.6199 gals.).
 LQ0480
 LQ0480.The modeled gravity was interpolated from observed gravity values.
 LQ0480
 LQ0480;                    North         East    Units  Estimated Accuracy
 LQ0480;SPC NV E     - 8,671,010.      177,640.      MT  (+/- 180 meters Scaled)
 LQ0480
 LQ0480                          SUPERSEDED SURVEY CONTROL
 LQ0480
 LQ0480  NGVD 29 (??/??/92) 1554.782  (m)         5100.98   (f) ADJ UNCH    2 0
 LQ0480
 LQ0480.Superseded values are not recommended for survey control.
 LQ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0480.See file dsdata.txt to determine how the superseded data were derived.
 LQ0480
 LQ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF971167(NAD 83)
 LQ0480_MARKER: DR = REFERENCE MARK DISK
 LQ0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0480_STAMPING: AVENEL NO 2 1957
 LQ0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0480+STABILITY: SURFACE MOTION
 LQ0480
 LQ0480  HISTORY     - Date     Condition        Report By
 LQ0480  HISTORY     - 1957     MONUMENTED       CGS
 LQ0480
 LQ0480                          STATION DESCRIPTION
 LQ0480
 LQ0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0480'5.0 MI SW FROM ELKO.
 LQ0480'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0480'IDAHO STREETS AT ELKO, 0.15 MILE NORTHWEST OF HIGHWAY, 0.08 MILE NORTH
 LQ0480'OF POWER POLE NO. 4280, ON TOP OF A SMALL HILL, 31.7 FEET SOUTH OF
 LQ0480'STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE
 LQ0480'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0438 ***********************************************************************
 MU0438  DESIGNATION -  AWAKENING
 MU0438  PID         -  MU0438
 MU0438  STATE/COUNTY-  NV/HUMBOLDT
 MU0438  USGS QUAD   -  AWAKENING PEAK (1982)
 MU0438
 MU0438                         *CURRENT SURVEY CONTROL
 MU0438  ___________________________________________________________________
 MU0438* NAD 83(1994)-  41 17 20.44188(N)    117 59 37.18262(W)     ADJUSTED  
 MU0438* NAVD 88     -      1963.     (meters)    6440.     (feet)  SCALED    
 MU0438  ___________________________________________________________________
 MU0438  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 MU0438  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 MU0438
 MU0438  HORZ ORDER  -  FIRST
 MU0438
 MU0438.The horizontal coordinates were established by classical geodetic methods
 MU0438.and adjusted by the National Geodetic Survey in June 1998..
 MU0438
 MU0438.The orthometric height was scaled from a topographic map.
 MU0438
 MU0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0438
 MU0438.The geoid height was determined by GEOID03.
 MU0438
 MU0438;                    North         East     Units Scale Factor Converg.
 MU0438;SPC NV W     - 4,725,906.768   849,389.952   MT  0.99993001   +0 23 20.8
 MU0438;SPC NV W     -15,504,912.45  2,786,706.87   sFT  0.99993001   +0 23 20.8
 MU0438;UTM  11      - 4,571,317.002   416,797.072   MT  0.99968520   -0 39 20.6
 MU0438
 MU0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0438!SPC NV W     -   0.99969534  x   0.99993001  =   0.99962538
 MU0438!UTM  11      -   0.99969534  x   0.99968520  =   0.99938064
 MU0438
 MU0438|---------------------------------------------------------------------|
 MU0438| PID    Reference Object                     Distance      Geod. Az  |
 MU0438|                                                           dddmmss.s |
 MU0438| CD6703 AWAKENING RM 1                       10.095 METERS 03946     |
 MU0438| CD6704 AWAKENING RM 2                        7.367 METERS 22321     |
 MU0438| CD6702 AWAKENING AZ MK                                    3004947.0 |
 MU0438| MV0295 WHITE TARGET NR SOD HSE RANCH       APPROX.16.0 KM 3404358.5 |
 MU0438|---------------------------------------------------------------------|
 MU0438
 MU0438                          SUPERSEDED SURVEY CONTROL
 MU0438
 MU0438  NAD 83(1986)-  41 17 20.44595(N)    117 59 37.17332(W) AD(       ) 1
 MU0438  NAD 27      -  41 17 20.80200(N)    117 59 33.66500(W) AD(       ) 1
 MU0438
 MU0438.Superseded values are not recommended for survey control.
 MU0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0438.See file dsdata.txt to determine how the superseded data were derived.
 MU0438
 MU0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF1679771317(NAD 83)
 MU0438_MARKER: DS = TRIANGULATION STATION DISK
 MU0438_SETTING: 66 = SET IN ROCK OUTCROP
 MU0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0438
 MU0438  HISTORY     - Date     Condition        Report By
 MU0438  HISTORY     - 1940     MONUMENTED       CGS
 MU0438  HISTORY     - 1957     GOOD             USGS
 MU0438  HISTORY     - 1958     GOOD             CGS
 MU0438  HISTORY     - 1960     GOOD             USGS
 MU0438
 MU0438                          STATION DESCRIPTION
 MU0438
 MU0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MU0438'STATION IS LOCATED ABOUT 22 MILES NW OF WINNEMUCCA, 1 MILE
 MU0438'SE OF THE AUSTIN JUMBO MINE, ON THE EASTERN OF TWO PEAKS
 MU0438'WHICH ARE OF ABOUT THE SAME ELEVATION, AND WHICH ARE THE
 MU0438'HIGHEST POINTS ON AN ISOLATED RANGE OF HILLS THAT ARE KNOWN AS
 MU0438'THE SLUMBERING HILLS.
 MU0438'
 MU0438'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS, WEDGED
 MU0438'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 MU0438'
 MU0438'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 MU0438'HOLE IN A BOULDER.
 MU0438'
 MU0438'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY
 MU0438'40 IN WINNEMUCCA, GO N ON HIGHWAY 8 FOR 21.9 MILES, CONTINUE
 MU0438'ON HIGHWAY 8 FOR 9.0 MILES, (SIGN SOD HOUSE 14 DENIO 69),
 MU0438'TURN LEFT AND FOLLOW THE DENIO ROAD, GRAVELED, FOR 2.1 MILES
 MU0438'TO CAIN SPRINGS BAR AND SERVICE STATION.  CONTINUE 0.1 MILE
 MU0438'AND TAKE LEFT FORK (SIGN HUMBOLDT MINE, DAVEYTOWN 10, AWAKENING
 MU0438'DISTRICT).  GO 6.2 MILES AND KEEP STRAIGHT AHEAD AT CROSSROADS
 MU0438'GO 2.3 MILES AND TAKE LEFT FORK (RIGHT FORK GOES TO HUMBOLDT
 MU0438'MINE) GO 3.3 MILES AND TAKE LEFT FORK JUST BEFORE REACHING
 MU0438'THE FIRST SADDLE, AUSTIN JUMBO MINE IS 0.25 MILE FURTHER.
 MU0438'FOLLOW THE MAIN ROAD ALONG THE TOP OF THE RIDGE 0.85 MILE
 MU0438'TO AZIMUTH MARK 12 FEET S OF ROAD ON THE N SIDE OF THE
 MU0438'WESTERN PEAK, CONTINUE 0.25 MILE TO SADDLE BETWEEN THE TWO
 MU0438'PEAKS, AND CLIMB TO THE E TO THE HIGHEST POINT AND
 MU0438'STATION. (5-MINUTE PACK.)
 MU0438
 MU0438                          STATION RECOVERY (1957)
 MU0438
 MU0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MU0438'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 MU0438'RM OBSERVATIONS AGREE WITH NGS.
 MU0438'
 MU0438'NEW TO REACH FOLLOWS--TO REACH FROM JCT. OF U.S. HWY. 95 AND
 MU0438'STATE HWY. 140 ABOUT 32 MI N. OF WINNEMUCCA, GO SOUTHERLY ON U.S.
 MU0438'HWY 95 0.2 MI TO SIDE RD. RIGHT.  TURN RIGHT ON GRADED RD. 2.0 MI
 MU0438'TO Y-RD. FORK.  TAKE LEFT FORK 0.1 MI TO 3-WAY RD. FORK, CONTINUE
 MU0438'STRAIGHT AHEAD 0.4 MI TO Y-RD. FORK.  KEEP TO RIGHT FOLLOWING
 MU0438'MAIN-TRAVELED RD. 6.0 MI TO 5-WAY RD. FORK.  CONTINUE STRAIGHT
 MU0438'AHEAD ON WELL-TRAVELED RD. 5.7 MI TO Y-RD. FORK ON SLOPE OF HILL.
 MU0438'TAKE LEFT FORK 0.2 MI TO DIM RD. FORK ON TOP OF RIDGE.  TAKE LEFT
 MU0438'FORK 0.95 MI TO AZIMUTH MARK ON RIGHT 12 FT S. OF RD., CONTINUE
 MU0438'STRAIGHT AHEAD 0.15 MI TO SADDLE.  TURN LEFT UP SLOPE ABOUT 0.1 MI
 MU0438'TO END OF TRUCK TRAVEL.  PACK E. UP STEEP SLOPE TO HIGHEST POINT
 MU0438'OF TOP AND STATION.  ABOUT A 5-MINUTE PACK.
 MU0438
 MU0438                          STATION RECOVERY (1958)
 MU0438
 MU0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MU0438'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 MU0438'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 MU0438'DISTANCES TO THE MARKS CHECKED WITH THE PREVIOUS DATA.  AN
 MU0438'INSTRUMENT WET UP WAS NOT MADE SO THE DIRECTIONS TO THE MARKS
 MU0438'WERE NOT VERIFIED.  THE OLD ROUTE TO THE STATION IS NOW
 MU0438'OBSOLETE AND A NEW ROUTE FOLLOWS.
 MU0438'
 MU0438'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95 AND
 MU0438'STATE HIGHWAY 8A (ABOUT 33 MILES NORTH OF WINNEMUCCA) GO
 MU0438'SOUTHERLY ON U.S. HIGHWAY 95 FOR 0.2 MILE TO A SIDE ROAD RIGHT.
 MU0438'TURN RIGHT AND GO 2.1 MILES TO A Y FORK.  TAKE THE LEFT FORK
 MU0438'AND GO 0.2 MILE TO A 3-WAY FORK.  TAKE THE CENTER FORK AND GO
 MU0438'4.5 MILES TO A SIDE ROAD LEFT (LEADING TO DAVEYTOWN).  CONTINUE
 MU0438'STRAIGHT AHEAD AND GO 5.7 MILES TO A FORK.  TAKE THE LEFT
 MU0438'FORK AND GO 0.2 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 MU0438'0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT (12 FEET SOUTH OF
 MU0438'THE ROAD).  CONTINUE STRAIGHT AHEAD AND GO 0.15 MILE TO A
 MU0438'SADDLE.  TURN LEFT AND DRIVE UP SLOPE FOR ABOUT 0.1 MILE TO
 MU0438'THE END OF TRUCK TRAVEL.  PACK EAST UP THE STEEP SLOPE FOR
 MU0438'ABOUT 5 MINUTES TO THE HIGHEST POINT AND STATION.
 MU0438'
 MU0438'1958 DISTANCES TO THE REFERENCE MARKS FROM THE STATION MARK
 MU0438'FOLLOWS.  R.M. 1 IS 10.096 METERS OR 33.13 FEET NORTHEAST OF
 MU0438'THE STATION MARK.  R.M. 2 IS 7.367 METERS OR 24.17 FEET
 MU0438'SOUTH-SOUTHWEST OF THE STATION MARK.
 MU0438
 MU0438                          STATION RECOVERY (1960)
 MU0438
 MU0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MU0438'RECOVERED AS DESCRIBED.  RM OBSERVATIONS AGREE WITH NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0585 ***********************************************************************
 GR0585  DESIGNATION -  B
 GR0585  PID         -  GR0585
 GR0585  STATE/COUNTY-  NV/CLARK
 GR0585  USGS QUAD   -  HOOVER DAM (1997)
 GR0585
 GR0585                         *CURRENT SURVEY CONTROL
 GR0585  ___________________________________________________________________
 GR0585* NAD 83(1986)-  36 00 59.     (N)    114 44 14.     (W)     SCALED    
 GR0585* NAVD 88     -       376.400  (meters)    1234.91   (feet)  ADJUSTED  
 GR0585  ___________________________________________________________________
 GR0585  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0585  DYNAMIC HT  -         376.031 (meters)    1233.69  (feet)  COMP
 GR0585  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 GR0585
 GR0585  VERT ORDER  -  FIRST     CLASS I
 GR0585
 GR0585.The horizontal coordinates were scaled from a topographic map and have
 GR0585.an estimated accuracy of +/- 6 seconds.
 GR0585
 GR0585.The orthometric height was determined by differential leveling
 GR0585.and adjusted by the National Geodetic Survey in June 1991..
 GR0585
 GR0585.The geoid height was determined by GEOID03.
 GR0585
 GR0585.The dynamic height is computed by dividing the NAVD 88
 GR0585.geopotential number by the normal gravity value computed on the
 GR0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0585.degrees latitude (g = 980.6199 gals.).
 GR0585
 GR0585.The modeled gravity was interpolated from observed gravity values.
 GR0585
 GR0585;                    North         East    Units  Estimated Accuracy
 GR0585;SPC NV E     - 8,140,820.      276,270.      MT  (+/- 180 meters Scaled)
 GR0585
 GR0585                          SUPERSEDED SURVEY CONTROL
 GR0585
 GR0585  NGVD 29 (??/??/92)  375.682  (m)         1232.55   (f) ADJ UNCH    1 1
 GR0585
 GR0585.Superseded values are not recommended for survey control.
 GR0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0585.See file dsdata.txt to determine how the superseded data were derived.
 GR0585
 GR0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV039881(NAD 83)
 GR0585_MARKER: DS = TRIANGULATION STATION DISK
 GR0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0585_SP_SET: SIDEWALK
 GR0585_STAMPING: B 1935
 GR0585_MARK LOGO: CGS   
 GR0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0585+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 GR0585
 GR0585  HISTORY     - Date     Condition        Report By
 GR0585  HISTORY     - 1935     MONUMENTED       CGS
 GR0585  HISTORY     - 1950     GOOD             NGS
 GR0585  HISTORY     - 1963     GOOD             NGS
 GR0585  HISTORY     - 1981     GOOD             NGS
 GR0585  HISTORY     - 1990     GOOD             USPSQD
 GR0585  HISTORY     - 19961102 GOOD             USPSQD
 GR0585  HISTORY     - 20050520 GOOD             GEOCAC
 GR0585
 GR0585                          STATION DESCRIPTION
 GR0585
 GR0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0585'IN HOOVER DAM.
 GR0585'ON TOP OF HOOVER DAM, 0.6 FOOT NORTHWEST OF THE CENTER, ABOUT MIDWAY
 GR0585'BETWEEN THE ELEVATOR TOWERS, 3.4 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 GR0585'OF BLOCK K, IN THE TOP OF THE NORTHEAST (UPSTREAM) SIDEWALK, AND 2.4
 GR0585'FEET SOUTHWEST OF THE NORTHEAST GUARD RAIL.
 GR0585
 GR0585                          STATION RECOVERY (1963)
 GR0585
 GR0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0585'RECOVERED IN GOOD CONDITION.
 GR0585
 GR0585                          STATION RECOVERY (1981)
 GR0585
 GR0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0585'RECOVERED IN GOOD CONDITION.
 GR0585
 GR0585                          STATION RECOVERY (1990)
 GR0585
 GR0585'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0585'RECOVERED IN GOOD CONDITION.
 GR0585
 GR0585                          STATION RECOVERY (1996)
 GR0585
 GR0585'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0585'RECOVERED IN GOOD CONDITION.
 GR0585
 GR0585                          STATION RECOVERY (2005)
 GR0585
 GR0585'RECOVERY NOTE BY GEOCACHING 2005 (WS)
 GR0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0245 ***********************************************************************
 FS0245  DESIGNATION -  B
 FS0245  PID         -  FS0245
 FS0245  STATE/COUNTY-  NV/CLARK
 FS0245  USGS QUAD   -  ROACH (1985)
 FS0245
 FS0245                         *CURRENT SURVEY CONTROL
 FS0245  ___________________________________________________________________
 FS0245* NAD 83(1986)-  35 42 51.     (N)    115 20 31.     (W)     SCALED    
 FS0245* NAVD 88     -       824.755  (meters)    2705.88   (feet)  POSTED    
 FS0245  ___________________________________________________________________
 FS0245  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FS0245  DYNAMIC HT  -         823.850 (meters)    2702.91  (feet)  COMP
 FS0245  MODELED GRAV-     979,511.4   (mgal)                       NAVD 88
 FS0245
 FS0245  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0245
 FS0245.The horizontal coordinates were scaled from a topographic map and have
 FS0245.an estimated accuracy of +/- 6 seconds.
 FS0245
 FS0245.The orthometric height was determined by differential leveling
 FS0245.and adjusted by the National Geodetic Survey in 1992..
 FS0245.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0245.rate of 0.0 thru 1.0 mm/km.
 FS0245
 FS0245.The geoid height was determined by GEOID03.
 FS0245
 FS0245.The dynamic height is computed by dividing the NAVD 88
 FS0245.geopotential number by the normal gravity value computed on the
 FS0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0245.degrees latitude (g = 980.6199 gals.).
 FS0245
 FS0245.The modeled gravity was interpolated from observed gravity values.
 FS0245
 FS0245;                    North         East    Units  Estimated Accuracy
 FS0245;SPC NV E     - 8,106,990.      221,840.      MT  (+/- 180 meters Scaled)
 FS0245
 FS0245                          SUPERSEDED SURVEY CONTROL
 FS0245
 FS0245  NGVD 29 (??/??/92)  823.973  (m)         2703.32   (f) ADJ UNCH    1 2
 FS0245
 FS0245.Superseded values are not recommended for survey control.
 FS0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0245.See file dsdata.txt to determine how the superseded data were derived.
 FS0245
 FS0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV499535(NAD 83)
 FS0245_MARKER: Z = SEE DESCRIPTION
 FS0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0245+STABILITY: SURFACE MOTION
 FS0245
 FS0245  HISTORY     - Date     Condition        Report By
 FS0245  HISTORY     - UNK      MONUMENTED       CGS
 FS0245  HISTORY     - 1949     GOOD             NGS
 FS0245
 FS0245                          STATION DESCRIPTION
 FS0245
 FS0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0245'4.5 MI S FROM JEAN.
 FS0245'4.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0245'AT JEAN, AT ROACH DRY LAKE, AT BORAX SIDING, 6 1/2 RAILS SOUTH OF
 FS0245'CONCRETE CULVERT 296.65, 118 FEET EAST OF AND ACROSS THE TRACKS
 FS0245'FROM THE 12TH POLE SOUTH OF MILEPOLE 297, AT THE CONCRETE
 FS0245'REMAINS OF AN OLD RAILROAD WATER TANK, CHISELED IN THE TOP OF THE
 FS0245'NORTHWEST CORNER OF THE WEST ONE OF THE SOUTH ROW OF THE CONCRETE
 FS0245'FOUNDATION PIERS, 13.5 FEET EAST OF THE EAST RAIL OF THE MAIN
 FS0245'TRACK, ABOUT LEVEL WITH THE TRACK, AND MARKED BY THE CHISELED
 FS0245'LETTERS U S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1850 ***********************************************************************
 GR1850  DESIGNATION -  B
 GR1850  PID         -  GR1850
 GR1850  STATE/COUNTY-  NV/CLARK
 GR1850  USGS QUAD   -  HOOVER DAM (1997)
 GR1850
 GR1850                         *CURRENT SURVEY CONTROL
 GR1850  ___________________________________________________________________
 GR1850* NAD 83(1994)-  36 00 58.60795(N)    114 44 14.03760(W)     ADJUSTED  
 GR1850* NAVD 88     -       376.38   (+/-2cm)    1234.8    (feet)  VERTCON   
 GR1850  ___________________________________________________________________
 GR1850  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 GR1850  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1850
 GR1850  HORZ ORDER  -  SECOND
 GR1850  VERT ORDER  -  THIRD ? (See Below)
 GR1850
 GR1850.The horizontal coordinates were established by classical geodetic methods
 GR1850.and adjusted by the National Geodetic Survey in June 1998..
 GR1850
 GR1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1850.The vertical order pertains to the NGVD 29 superseded value.
 GR1850
 GR1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1850
 GR1850.The geoid height was determined by GEOID03.
 GR1850
 GR1850;                    North         East     Units Scale Factor Converg.
 GR1850;SPC NV E     - 8,140,807.838   276,265.110   MT  0.99997165   +0 29 51.2
 GR1850;SPC NV E     -26,708,633.72    906,379.78   sFT  0.99997165   +0 29 51.2
 GR1850;SPC AZ W     -   556,788.506   124,370.323   MT  1.00003088   -0 34 50.0
 GR1850;SPC AZ W     - 1,826,733.94    408,039.12   iFT  1.00003088   -0 34 50.0
 GR1850;UTM  11      - 3,988,122.521   703,912.411   MT  1.00011237   +1 19 51.6
 GR1850
 GR1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1850!SPC NV E     -   0.99994536  x   0.99997165  =   0.99991701
 GR1850!SPC AZ W     -   0.99994536  x   1.00003088  =   0.99997624
 GR1850!UTM  11      -   0.99994536  x   1.00011237  =   1.00005773
 GR1850
 GR1850                          SUPERSEDED SURVEY CONTROL
 GR1850
 GR1850  NAD 83(1992)-  36 00 58.60795(N)    114 44 14.03760(W) AD(       ) 2
 GR1850  NAD 83(1986)-  36 00 58.59609(N)    114 44 14.02690(W) AD(       ) 2
 GR1850  NAD 27      -  36 00 58.66500(N)    114 44 11.09000(W) AD(       ) 2
 GR1850  NGVD 29 (07/19/86)  375.68   (m)         1232.5    (f) LEVELING    3  
 GR1850
 GR1850.Superseded values are not recommended for survey control.
 GR1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1850.See file dsdata.txt to determine how the superseded data were derived.
 GR1850
 GR1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0391288123(NAD 83)
 GR1850_MARKER: DS = TRIANGULATION STATION DISK
 GR1850_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GR1850+WITH SETTING: PAVEMENT
 GR1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1850+STABILITY: SURFACE MOTION
 GR1850
 GR1850  HISTORY     - Date     Condition        Report By
 GR1850  HISTORY     - 1935     MONUMENTED       BOR
 GR1850  HISTORY     - 1990     GOOD             USPSQD
 GR1850
 GR1850                          STATION DESCRIPTION
 GR1850
 GR1850'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1850'STATION IS STANDARD USC AND GS STATION DISK, MARKED B 1935
 GR1850'AND SET FLUSH WITH THE SIDEWALK.  THE STATION IS LOCATED ON
 GR1850'THE UPSTREAM SIDEWALK OF HOOVER DAM APPROXIMATELY 550 FEET
 GR1850'TOWARDS ARIZONA FROM THE NEVADA END OF THE DAM.
 GR1850
 GR1850                          STATION RECOVERY (1990)
 GR1850
 GR1850'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0928 ***********************************************************************
 GR0928  DESIGNATION -  B 1
 GR0928  PID         -  GR0928
 GR0928  STATE/COUNTY-  NV/CLARK
 GR0928  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0928
 GR0928                         *CURRENT SURVEY CONTROL
 GR0928  ___________________________________________________________________
 GR0928* NAD 83(1986)-  36 13 47.     (N)    115 02 49.     (W)     SCALED    
 GR0928* NAVD 88     -       562.015  (meters)    1843.88   (feet)  POSTED    
 GR0928  ___________________________________________________________________
 GR0928  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GR0928  DYNAMIC HT  -         561.450 (meters)    1842.02  (feet)  COMP
 GR0928  MODELED GRAV-     979,602.9   (mgal)                       NAVD 88
 GR0928
 GR0928  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0928
 GR0928.The horizontal coordinates were scaled from a topographic map and have
 GR0928.an estimated accuracy of +/- 6 seconds.
 GR0928
 GR0928.The orthometric height was determined by differential leveling
 GR0928.and adjusted by the National Geodetic Survey in 1992..
 GR0928.No vertical observational check was made to the station.
 GR0928.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0928.was located on a no-check spur therefore a value was not computed.
 GR0928
 GR0928.The geoid height was determined by GEOID03.
 GR0928
 GR0928.The dynamic height is computed by dividing the NAVD 88
 GR0928.geopotential number by the normal gravity value computed on the
 GR0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0928.degrees latitude (g = 980.6199 gals.).
 GR0928
 GR0928.The modeled gravity was interpolated from observed gravity values.
 GR0928
 GR0928;                    North         East    Units  Estimated Accuracy
 GR0928;SPC NV E     - 8,164,290.      248,220.      MT  (+/- 180 meters Scaled)
 GR0928
 GR0928                          SUPERSEDED SURVEY CONTROL
 GR0928
 GR0928  NGVD 29 (??/??/92)  561.393  (m)         1841.84   (f) ADJ UNCH    1 1
 GR0928
 GR0928.Superseded values are not recommended for survey control.
 GR0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0928.See file dsdata.txt to determine how the superseded data were derived.
 GR0928
 GR0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA755111(NAD 83)
 GR0928_MARKER: DD = SURVEY DISK
 GR0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0928_STAMPING: LVAFB B 1948
 GR0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0928+STABILITY: SURFACE MOTION
 GR0928
 GR0928  HISTORY     - Date     Condition        Report By
 GR0928  HISTORY     - 1948     MONUMENTED       DOD
 GR0928  HISTORY     - 1950     GOOD             NGS
 GR0928
 GR0928                          STATION DESCRIPTION
 GR0928
 GR0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0928'IN LAS VEGAS ARMY AIR FIELD.
 GR0928'AT LAS VEGAS ARMY AIR FIELD, AT THE SOUTHWEST CORNER, AT THE CENTER OF
 GR0928'THE NORTHEAST 1/4 OF SECTION 9 T 19 S R 62 E, 1.5 FEET WEST OF A
 GR0928'WITNESS POST, 1.2 FEET SOUTHWEST OF A STEEL FENCE CORNER POST, AND SET
 GR0928'IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0643 ***********************************************************************
 GR0643  DESIGNATION -  B 1
 GR0643  PID         -  GR0643
 GR0643  STATE/COUNTY-  NV/CLARK
 GR0643  USGS QUAD   -  DRY LAKE (1986)
 GR0643
 GR0643                         *CURRENT SURVEY CONTROL
 GR0643  ___________________________________________________________________
 GR0643* NAD 83(1986)-  36 27 16.     (N)    114 50 42.     (W)     SCALED    
 GR0643* NAVD 88     -       638.926  (meters)    2096.21   (feet)  ADJUSTED  
 GR0643  ___________________________________________________________________
 GR0643  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 GR0643  DYNAMIC HT  -         638.292 (meters)    2094.13  (feet)  COMP
 GR0643  MODELED GRAV-     979,619.9   (mgal)                       NAVD 88
 GR0643
 GR0643  VERT ORDER  -  FIRST     CLASS I
 GR0643
 GR0643.The horizontal coordinates were scaled from a topographic map and have
 GR0643.an estimated accuracy of +/- 6 seconds.
 GR0643
 GR0643.The orthometric height was determined by differential leveling
 GR0643.and adjusted by the National Geodetic Survey in June 1991..
 GR0643.WARNING-Repeat measurements at this control monument indicate possible
 GR0643.vertical movement.
 GR0643
 GR0643.The geoid height was determined by GEOID03.
 GR0643
 GR0643.The dynamic height is computed by dividing the NAVD 88
 GR0643.geopotential number by the normal gravity value computed on the
 GR0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0643.degrees latitude (g = 980.6199 gals.).
 GR0643
 GR0643.The modeled gravity was interpolated from observed gravity values.
 GR0643
 GR0643;                    North         East    Units  Estimated Accuracy
 GR0643;SPC NV E     - 8,189,350.      266,180.      MT  (+/- 180 meters Scaled)
 GR0643
 GR0643                          SUPERSEDED SURVEY CONTROL
 GR0643
 GR0643  NGVD 29 (??/??/92)  638.205  (m)         2093.84   (f) ADJ UNCH    1 1
 GR0643
 GR0643.Superseded values are not recommended for survey control.
 GR0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0643.See file dsdata.txt to determine how the superseded data were derived.
 GR0643
 GR0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA931365(NAD 83)
 GR0643_MARKER: Q = CHISELED SQUARE
 GR0643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0643_SP_SET: PIER
 GR0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0643
 GR0643  HISTORY     - Date     Condition        Report By
 GR0643  HISTORY     - UNK      MONUMENTED       CGS
 GR0643  HISTORY     - 1957     GOOD             NGS
 GR0643  HISTORY     - 1963     GOOD             NGS
 GR0643
 GR0643                          STATION DESCRIPTION
 GR0643
 GR0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0643'20.6 MI SW FROM MOAPA.
 GR0643'20.6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0643'AT MOAPA, IN T 17 S, R64E, IN SOUTHWEST CORNER OF SECTION 16, AT DRY
 GR0643'LAKE SIDING, 121.2 FEET NORTHWEST OF B.M. D 161, 8.4 FEET EAST OF EAST
 GR0643'RAIL OF MAIN TRACK, IN THE TOP OF THE WEST SIDE OF THE STEEL BASE OF
 GR0643'THE SOUTHWEST LEG OF A STEEL WATER TANK, ABOUT 1/2 FOOT LOWER THAN THE
 GR0643'TOP OF THE RAIL AND MARKED BY THE LETTERS U.S.B.M. CHISELED IN THE
 GR0643'CONCRETE SUPPORTING PIER DIRECTLY BENEATH THE MARK.
 GR0643
 GR0643                          STATION RECOVERY (1963)
 GR0643
 GR0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0435 ***********************************************************************
 MT0435  DESIGNATION -  B 1 A
 MT0435  PID         -  MT0435
 MT0435  STATE/COUNTY-  NV/ELKO
 MT0435  USGS QUAD   -  DEETH (1967)
 MT0435
 MT0435                         *CURRENT SURVEY CONTROL
 MT0435  ___________________________________________________________________
 MT0435* NAD 83(1986)-  41 05 19.     (N)    115 16 33.     (W)     SCALED    
 MT0435* NAVD 88     -      1650.383  (meters)    5414.63   (feet)  ADJUSTED  
 MT0435  ___________________________________________________________________
 MT0435  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 MT0435  DYNAMIC HT  -        1649.009 (meters)    5410.12  (feet)  COMP
 MT0435  MODELED GRAV-     979,733.4   (mgal)                       NAVD 88
 MT0435
 MT0435  VERT ORDER  -  SECOND    CLASS 0
 MT0435
 MT0435.The horizontal coordinates were scaled from a topographic map and have
 MT0435.an estimated accuracy of +/- 6 seconds.
 MT0435
 MT0435.The orthometric height was determined by differential leveling
 MT0435.and adjusted by the National Geodetic Survey in June 1991..
 MT0435
 MT0435.The geoid height was determined by GEOID03.
 MT0435
 MT0435.The dynamic height is computed by dividing the NAVD 88
 MT0435.geopotential number by the normal gravity value computed on the
 MT0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0435.degrees latitude (g = 980.6199 gals.).
 MT0435
 MT0435.The modeled gravity was interpolated from observed gravity values.
 MT0435
 MT0435;                    North         East    Units  Estimated Accuracy
 MT0435;SPC NV E     - 8,703,530.      225,830.      MT  (+/- 180 meters Scaled)
 MT0435
 MT0435                          SUPERSEDED SURVEY CONTROL
 MT0435
 MT0435  NGVD 29 (??/??/92) 1649.211  (m)         5410.79   (f) ADJ UNCH    2 0
 MT0435
 MT0435.Superseded values are not recommended for survey control.
 MT0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0435.See file dsdata.txt to determine how the superseded data were derived.
 MT0435
 MT0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF448500(NAD 83)
 MT0435_MARKER: DD = SURVEY DISK
 MT0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MT0435_SP_SET: FOUNDATION
 MT0435_STAMPING: 1933 B-1-A 5389
 MT0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0435
 MT0435  HISTORY     - Date     Condition        Report By
 MT0435  HISTORY     - 1933     MONUMENTED       USGS
 MT0435  HISTORY     - 1934     GOOD             NGS
 MT0435
 MT0435                          STATION DESCRIPTION
 MT0435
 MT0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0435'1.7 MI N FROM DEETH.
 MT0435'1.7 MILES NORTH OF THE SOUTHERN PACIFIC DEPOT AT DEETH.  IN THE TOP OF
 MT0435'THE CENTER OF THE FOOTING TO BEACON TOWER NUMBER 44, USED BY PARTY AS
 MT0435'TRIANGULATION POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0436 ***********************************************************************
 MT0436  DESIGNATION -  B 1 A RESET 2
 MT0436  PID         -  MT0436
 MT0436  STATE/COUNTY-  NV/ELKO
 MT0436  USGS QUAD   -  DEETH (1967)
 MT0436
 MT0436                         *CURRENT SURVEY CONTROL
 MT0436  ___________________________________________________________________
 MT0436* NAD 83(1986)-  41 03 55.     (N)    115 17 09.     (W)     SCALED    
 MT0436* NAVD 88     -      1644.267  (meters)    5394.57   (feet)  ADJUSTED  
 MT0436  ___________________________________________________________________
 MT0436  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 MT0436  DYNAMIC HT  -        1642.892 (meters)    5390.05  (feet)  COMP
 MT0436  MODELED GRAV-     979,729.8   (mgal)                       NAVD 88
 MT0436
 MT0436  VERT ORDER  -  FIRST     CLASS II
 MT0436
 MT0436.The horizontal coordinates were scaled from a topographic map and have
 MT0436.an estimated accuracy of +/- 6 seconds.
 MT0436
 MT0436.The orthometric height was determined by differential leveling
 MT0436.and adjusted by the National Geodetic Survey in June 1991..
 MT0436.WARNING-Repeat measurements at this control monument indicate possible
 MT0436.vertical movement.
 MT0436
 MT0436.The geoid height was determined by GEOID03.
 MT0436
 MT0436.The dynamic height is computed by dividing the NAVD 88
 MT0436.geopotential number by the normal gravity value computed on the
 MT0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0436.degrees latitude (g = 980.6199 gals.).
 MT0436
 MT0436.The modeled gravity was interpolated from observed gravity values.
 MT0436
 MT0436;                    North         East    Units  Estimated Accuracy
 MT0436;SPC NV E     - 8,700,940.      225,000.      MT  (+/- 180 meters Scaled)
 MT0436
 MT0436                          SUPERSEDED SURVEY CONTROL
 MT0436
 MT0436.No superseded survey control is available for this station.
 MT0436
 MT0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF440474(NAD 83)
 MT0436_MARKER: DD = SURVEY DISK
 MT0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0436_STAMPING: B 1A RESET 1939
 MT0436_MARK LOGO: USGS  
 MT0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0436+STABILITY: SURFACE MOTION
 MT0436
 MT0436  HISTORY     - Date     Condition        Report By
 MT0436  HISTORY     - 1939     MONUMENTED       USGS
 MT0436  HISTORY     - 1953     POOR             NGS
 MT0436  HISTORY     - 1957     GOOD             NGS
 MT0436  HISTORY     - 1984     GOOD             NGS
 MT0436
 MT0436                          STATION DESCRIPTION
 MT0436
 MT0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0436'0.7 MI W FROM DEETH.
 MT0436'0.5 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0436'THE STATION AT DEETH, THENCE 0.2 MILE NORTHWEST ALONG U. S. HIGHWAY
 MT0436'40, ON THE OUTSIDE OF A LONG CURVE, ON TOP OF A CUT BANK, AT AN AIRWAY
 MT0436'BEACON, 122 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 19.6
 MT0436'FEET WEST OF THE SOUTH CORNER OF AN EMERGENCY GENERATOR BUILDING,
 MT0436'UNDER THE APPROXIMATE CENTER OF THE BEACON TOWER, IN THE TOP OF A
 MT0436'SHALLOW BLOCK OF CONCRETE PROJECTING 0.2 FOOT ABOVE THE GROUND. NOTE--
 MT0436'IT APPEARS THAT THE BEACON TOWER HAS BEEN MOVED ABOUT A MILE OR MORE
 MT0436'WEST OF THE OLD LOCATION.  IT ALSO APPEARS THAT A SMALL BLOCK OF
 MT0436'CONCRETE WAS CHISELED OUT OF THE CENTER OF THE FORMER FOUNDATION WITH
 MT0436'THE DISK INTACT AND MOVED TO THE NEW TOWER.  THE BLOCK OF CONCRETE IS
 MT0436'LOOSE AND NOT SUITABLE AS A B.M.  IT WAS NOT LEVELED OVER DURING THE
 MT0436'RELEVELING OF 1953.
 MT0436
 MT0436                          STATION RECOVERY (1957)
 MT0436
 MT0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MT0436'0.6 MILE WEST ON GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 MT0436'STATION AT DEETH, THENCE 0.1 MILE NORTHWEST ON U.S. HIGHWAY 40, IN
 MT0436'R59E T37N CENTER OF SECTION 26, IN THE APPROXIMATE CENTER OF AIRWAYS
 MT0436'BEACON NO. 44, SAN FRANCISCO TO SALT LAKE CITY, 120 FEET NORTHEAST OF
 MT0436'CENTERLINE OF HIGHWAY 20.5 FEET NORTHEAST OF RIGHT OF WAY FENCE, 24.95
 MT0436'FEET NORTHWEST OF R.M. 1, 27 FEET NORTHEAST OF R.M. 2, ABOUT 20 FEET
 MT0436'HIGHER THAN THE HIGHWAY, SET IN A SQUARE CONCRETE POST PROJECTING 2
 MT0436'INCHES ABOVE GROUND SURFACE.
 MT0436
 MT0436                          STATION RECOVERY (1984)
 MT0436
 MT0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0436'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.15 KM
 MT0436'(0.1 MI) NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE IN DEETH,
 MT0436'THENCE 0.8 KM (0.5 MI) SOUTHWEST ALONG A DIRT ROAD, THENCE 0.3 KM
 MT0436'(0.2 MI) WEST ALONG OLD US HIGHWAY 40, AT THE Y JUNCTION OF A PAVED
 MT0436'ROAD LEADING NORTHWEST TO INTERSTATE 80, 36.5 METERS (120 FT)
 MT0436'NORTH-NORTHEAST OF THE CENTER OF THE OLD HIGHWAY, 21.0 METERS (69 FT)
 MT0436'NORTHEAST OF THE CENTER OF A PAVED ROAD, 7.6 METERS (25 FT) NORTHWEST
 MT0436'OF RM 2, 6.1 METERS (20 FT) WEST OF THE SOUTH CORNER OF A 8 BY 12 FOOT
 MT0436'ABANDON BUILDING FOUNDATION AND 5.2 METERS (17 FT) NORTHEAST OF THE
 MT0436'RIGHT OF WAY FENCE.
 MT0436'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MT0436'THE MARK IS 3.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0485 ***********************************************************************
 MT0485  DESIGNATION -  B 1 A RESET RM 2
 MT0485  PID         -  MT0485
 MT0485  STATE/COUNTY-  NV/ELKO
 MT0485  USGS QUAD   -  DEETH (1967)
 MT0485
 MT0485                         *CURRENT SURVEY CONTROL
 MT0485  ___________________________________________________________________
 MT0485* NAD 83(1986)-  41 03 55.     (N)    115 17 10.     (W)     SCALED    
 MT0485* NAVD 88     -      1644.175  (meters)    5394.26   (feet)  ADJUSTED  
 MT0485  ___________________________________________________________________
 MT0485  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 MT0485  DYNAMIC HT  -        1642.799 (meters)    5389.75  (feet)  COMP
 MT0485  MODELED GRAV-     979,729.8   (mgal)                       NAVD 88
 MT0485
 MT0485  VERT ORDER  -  SECOND    CLASS 0
 MT0485
 MT0485.The horizontal coordinates were scaled from a topographic map and have
 MT0485.an estimated accuracy of +/- 6 seconds.
 MT0485
 MT0485.The orthometric height was determined by differential leveling
 MT0485.and adjusted by the National Geodetic Survey in June 1991..
 MT0485
 MT0485.The geoid height was determined by GEOID03.
 MT0485
 MT0485.The dynamic height is computed by dividing the NAVD 88
 MT0485.geopotential number by the normal gravity value computed on the
 MT0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0485.degrees latitude (g = 980.6199 gals.).
 MT0485
 MT0485.The modeled gravity was interpolated from observed gravity values.
 MT0485
 MT0485;                    North         East    Units  Estimated Accuracy
 MT0485;SPC NV E     - 8,700,940.      224,980.      MT  (+/- 180 meters Scaled)
 MT0485
 MT0485                          SUPERSEDED SURVEY CONTROL
 MT0485
 MT0485  NGVD 29 (??/??/92) 1642.98   (m)         5390.3    (f) COMPUTED    2 0
 MT0485
 MT0485.Superseded values are not recommended for survey control.
 MT0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0485.See file dsdata.txt to determine how the superseded data were derived.
 MT0485
 MT0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF440474(NAD 83)
 MT0485_MARKER: DR = REFERENCE MARK DISK
 MT0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0485_STAMPING: B 1 A NO 2 1957
 MT0485_MARK LOGO: CGS   
 MT0485_PROJECTION: PROJECTING 20 CENTIMETERS
 MT0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0485+STABILITY: SURFACE MOTION
 MT0485
 MT0485  HISTORY     - Date     Condition        Report By
 MT0485  HISTORY     - 1957     MONUMENTED       CGS
 MT0485  HISTORY     - 1984     GOOD             NGS
 MT0485
 MT0485                          STATION DESCRIPTION
 MT0485
 MT0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0485'0.7 MI W FROM DEETH.
 MT0485'0.6 MILE WEST ON GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 MT0485'STATION AT DEETH, THENCE 0.1 MILE NORTHWEST ON U.S. HIGHWAY 40, IN
 MT0485'R59E T37N CENTER OF SECTION 26, 102 FEET NORTH OF CENTERLINE OF
 MT0485'HIGHWAY, 1.8 FEET NORTH OF RIGHT OF WAY FENCELINE, 27 FEET SOUTHWEST
 MT0485'OF STATION MARK, ABOUT 20 FEET HIGHER THAN THE HIGHWAY, SET IN A ROUND
 MT0485'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 MT0485
 MT0485                          STATION RECOVERY (1984)
 MT0485
 MT0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0485'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 MT0485'DESCRIPTION FOLLOWS.  0.15 KM (0.1 MI) NORTHEAST ALONG A DIRT ROAD
 MT0485'FROM THE POST OFFICE IN DEETH, THENCE 0.8 KM (0.5 MI) SOUTHWEST ALONG
 MT0485'A DIRT ROAD, THENCE 0.3 KM (0.2 MI) WEST ALONG OLD US HIGHWAY 40, AT
 MT0485'THE Y JUNCTION OF A PAVED ROAD LEADING NORTHWEST TO INTERSTATE 80,
 MT0485'32.6 METERS (107 FT) NORTH-NORTHEAST OF THE CENTER OF THE HIGHWAY,
 MT0485'18.6 METERS (61 FT) NORTHEAST OF THE CENTER OF THE PAVED ROAD,
 MT0485'10.8 METERS (35.5 FT) NORTHWEST OF A POWER POLE, 7.6 METERS (25 FT)
 MT0485'SOUTH OF THE SOUTH CORNER OF A 8 BY 12 FOOT ABANDON BUILDING
 MT0485'FOUNDATION AND 7.6 METERS (25 FT) SOUTHEAST OF THE STATION.
 MT0485'THE MARK IS 8.2 METERS  SE FROM A WITNESS POST.
 MT0485'THE MARK IS 3.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0827 ***********************************************************************
 MT0827  DESIGNATION -  B 1 A RESET=AIRWAY BCN 44
 MT0827  PID         -  MT0827
 MT0827  STATE/COUNTY-  NV/ELKO
 MT0827  USGS QUAD   -  DEETH (1967)
 MT0827
 MT0827                         *CURRENT SURVEY CONTROL
 MT0827  ___________________________________________________________________
 MT0827* NAD 83(1994)-  41 03 55.24752(N)    115 17 10.17240(W)     ADJUSTED  
 MT0827* NAVD 88     -      1644.25   (+/-2cm)    5394.5    (feet)  VERTCON   
 MT0827  ___________________________________________________________________
 MT0827  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 MT0827  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 MT0827
 MT0827  HORZ ORDER  -  THIRD
 MT0827  VERT ORDER  -  THIRD ? (See Below)
 MT0827
 MT0827.The horizontal coordinates were established by classical geodetic methods
 MT0827.and adjusted by the National Geodetic Survey in June 1998..
 MT0827
 MT0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0827.The vertical order pertains to the NGVD 29 superseded value.
 MT0827
 MT0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0827
 MT0827.The geoid height was determined by GEOID03.
 MT0827
 MT0827;                    North         East     Units Scale Factor Converg.
 MT0827;SPC NV E     - 8,700,944.442   224,975.625   MT  0.99990767   +0 11 42.8
 MT0827;SPC NV E     -28,546,348.56    738,107.53   sFT  0.99990767   +0 11 42.8
 MT0827;UTM  11      - 4,547,426.179   643,997.187   MT  0.99985520   +1 07 33.8
 MT0827
 MT0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0827!SPC NV E     -   0.99974495  x   0.99990767  =   0.99965264
 MT0827!UTM  11      -   0.99974495  x   0.99985520  =   0.99960018
 MT0827
 MT0827|---------------------------------------------------------------------|
 MT0827| PID    Reference Object                     Distance      Geod. Az  |
 MT0827|                                                           dddmmss.s |
 MT0827| MT0487 B 1 A RESET RM 1                      7.605 METERS 14238     |
 MT0827| MT0485 B 1 A RESET RM 2                      8.213 METERS 24909     |
 MT0827| MT0482 DISH                                APPROX. 3.7 KM 2492453.3 |
 MT0827|---------------------------------------------------------------------|
 MT0827
 MT0827                          SUPERSEDED SURVEY CONTROL
 MT0827
 MT0827  NAD 83(1994)-  41 03 55.24572(N)    115 17 10.16756(W) AD(       ) 4
 MT0827  NAD 83(1986)-  41 03 55.24521(N)    115 17 10.16681(W) AD(       ) 4
 MT0827  NAD 27      -  41 03 55.53127(N)    115 17 06.96299(W) AD(       ) 3
 MT0827  NGVD 29 (07/19/86) 1643.07   (m)         5390.6    (f) LEVELING    3  
 MT0827
 MT0827.Superseded values are not recommended for survey control.
 MT0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0827.See file dsdata.txt to determine how the superseded data were derived.
 MT0827
 MT0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF4399747426(NAD 83)
 MT0827_MARKER: DB = BENCH MARK DISK
 MT0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0827
 MT0827  HISTORY     - Date     Condition        Report By
 MT0827  HISTORY     - 1957     MONUMENTED       CGS
 MT0827  HISTORY     - 1963     GOOD             USAF
 MT0827
 MT0827                          STATION DESCRIPTION
 MT0827
 MT0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0827'THE STATION IS LOCATED 0.7 MILE WEST OF DEETH AND JUST NORTHEAST
 MT0827'OF U.S. HIGHWAY 40, ON THE OUTSIDE AND NEAR THE CENTER OF A CURVE
 MT0827'IN THE HIGHWAY, JUST EAST OF THE SUMMIT OF A PROMINENT RISE.
 MT0827'
 MT0827'TO REACH FROM THE NORTH SIDE OF THE SOUTHERN PACIFIC RAILROAD
 MT0827'STATION IN DEETH, GO WEST ON GRAVELED ROAD 0.6 MILE TO A JUNCTION
 MT0827'WITH U.S. HIGHWAY 40.  TURN RIGHT (NORTHWEST) ON THE HIGHWAY AND
 MT0827'GO 0.1 MILE TO A GATE ON THE RIGHT (NORTHEAST).  GO THROUGH GATE,
 MT0827'AND CONTINUE NORTHWEST 0.05 MILE ON TRACK ROAD TO THE STATION.
 MT0827'
 MT0827'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 MT0827'SET IN THE TOP OF A SQUARE CONCRETE POST, STAMPED B 1 A 1939
 MT0827'RESET, SET APPROXIMATELY UNDER THE CENTER OF SAN FRANCISCO TO
 MT0827'SALT LAKE CITY AIRWAY BEACON NO. 44.  THE BEACON TOWER IS A
 MT0827'4-LEGGED STEEL STRUCTURE ABOUT 50 FEET HIGH.  THE MARK IS 34 PACES
 MT0827'NORTHEAST OF THE CENTER LINE OF U.S. 40, 20 FEET NORTHEAST OF THE
 MT0827'RIGHT OF WAY FENCE, 13.5 FEET SOUTHWEST OF A GATE IN THE
 MT0827'WIRE FENCE AROUND THE BEACON CONTROL HOUSE.
 MT0827'
 MT0827'REFERENCE MARK 1, STAMPED B 1 A USGS NO 1 1957, IS A STANDARD DISK
 MT0827'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 8 INCHES, 7
 MT0827'FEET NORTHEAST OF THE HIGHWAY RIGHT OF WAY FENCE.
 MT0827'
 MT0827'REFERENCE MARK 2, STAMPED B 1 A USGS NO 2 1957, IS A STANDARD
 MT0827'DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES,
 MT0827'2 FEET NORTHEAST OF THE HIGHWAY RIGHT OF WAY FENCE.
 MT0827
 MT0827                          STATION RECOVERY (1963)
 MT0827
 MT0827'RECOVERY NOTE BY US AIR FORCE 1963
 MT0827'STATION RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0454 ***********************************************************************
 MT0454  DESIGNATION -  B 10
 MT0454  PID         -  MT0454
 MT0454  STATE/COUNTY-  NV/ELKO
 MT0454  USGS QUAD   -  HOT SPRINGS CREEK (1980)
 MT0454
 MT0454                         *CURRENT SURVEY CONTROL
 MT0454  ___________________________________________________________________
 MT0454* NAD 83(1986)-  41 19 07.     (N)    115 22 12.     (W)     SCALED    
 MT0454* NAVD 88     -      2120.772  (meters)    6957.90   (feet)  ADJUSTED  
 MT0454  ___________________________________________________________________
 MT0454  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 MT0454  DYNAMIC HT  -        2118.942 (meters)    6951.90  (feet)  COMP
 MT0454  MODELED GRAV-     979,684.0   (mgal)                       NAVD 88
 MT0454
 MT0454  VERT ORDER  -  SECOND    CLASS 0
 MT0454
 MT0454.The horizontal coordinates were scaled from a topographic map and have
 MT0454.an estimated accuracy of +/- 6 seconds.
 MT0454
 MT0454.The orthometric height was determined by differential leveling
 MT0454.and adjusted by the National Geodetic Survey in June 1991..
 MT0454
 MT0454.The geoid height was determined by GEOID03.
 MT0454
 MT0454.The dynamic height is computed by dividing the NAVD 88
 MT0454.geopotential number by the normal gravity value computed on the
 MT0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0454.degrees latitude (g = 980.6199 gals.).
 MT0454
 MT0454.The modeled gravity was interpolated from observed gravity values.
 MT0454
 MT0454;                    North         East    Units  Estimated Accuracy
 MT0454;SPC NV E     - 8,729,050.      217,860.      MT  (+/- 180 meters Scaled)
 MT0454
 MT0454                          SUPERSEDED SURVEY CONTROL
 MT0454
 MT0454  NGVD 29 (??/??/92) 2119.500  (m)         6953.73   (f) ADJ UNCH    2 0
 MT0454
 MT0454.Superseded values are not recommended for survey control.
 MT0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0454.See file dsdata.txt to determine how the superseded data were derived.
 MT0454
 MT0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF364754(NAD 83)
 MT0454_MARKER: DD = SURVEY DISK
 MT0454_SETTING: 80 = SET IN A BOULDER
 MT0454_STAMPING: B-10 1933
 MT0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0454+STABILITY: SURFACE MOTION
 MT0454
 MT0454  HISTORY     - Date     Condition        Report By
 MT0454  HISTORY     - 1933     MONUMENTED       USGS
 MT0454  HISTORY     - 1934     GOOD             NGS
 MT0454
 MT0454                          STATION DESCRIPTION
 MT0454
 MT0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0454'21.8 MI N FROM DEETH.
 MT0454'21.8 MILES NORTH OF SOUTHERN PACIFIC DEPOT AT DEETH ON SUMMIT OF POLE
 MT0454'CANYON PASS.  IN TOP OF LARGE SAND STONE BOULDER.  142 FEET NORTH OF
 MT0454'FENCE LINE TO CATTLE GUARD.  87 FEET EAST OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0081 ***********************************************************************
 GS0081  DESIGNATION -  B 100
 GS0081  PID         -  GS0081
 GS0081  STATE/COUNTY-  NV/NYE
 GS0081  USGS QUAD   -  CAMP DESERT ROCK (1983)
 GS0081
 GS0081                         *CURRENT SURVEY CONTROL
 GS0081  ___________________________________________________________________
 GS0081* NAD 83(1986)-  36 37 37.     (N)    116 01 12.     (W)     SCALED    
 GS0081* NAVD 88     -      1012.335  (meters)    3321.30   (feet)  ADJUSTED  
 GS0081  ___________________________________________________________________
 GS0081  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 GS0081  DYNAMIC HT  -        1011.269 (meters)    3317.80  (feet)  COMP
 GS0081  MODELED GRAV-     979,544.0   (mgal)                       NAVD 88
 GS0081
 GS0081  VERT ORDER  -  FIRST     CLASS II
 GS0081
 GS0081.The horizontal coordinates were scaled from a topographic map and have
 GS0081.an estimated accuracy of +/- 6 seconds.
 GS0081
 GS0081.The orthometric height was determined by differential leveling
 GS0081.and adjusted by the National Geodetic Survey in June 1991..
 GS0081
 GS0081.The geoid height was determined by GEOID03.
 GS0081
 GS0081.The dynamic height is computed by dividing the NAVD 88
 GS0081.geopotential number by the normal gravity value computed on the
 GS0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0081.degrees latitude (g = 980.6199 gals.).
 GS0081
 GS0081.The modeled gravity was interpolated from observed gravity values.
 GS0081
 GS0081;                    North         East    Units  Estimated Accuracy
 GS0081;SPC NV C     - 6,208,430.      557,840.      MT  (+/- 180 meters Scaled)
 GS0081
 GS0081                          SUPERSEDED SURVEY CONTROL
 GS0081
 GS0081  NGVD 29 (??/??/??) 1011.518  (m)         3318.62   (f) ADJUSTED    1 2
 GS0081
 GS0081.Superseded values are not recommended for survey control.
 GS0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0081.See file dsdata.txt to determine how the superseded data were derived.
 GS0081
 GS0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA876539(NAD 83)
 GS0081_MARKER: P = PIPE CAP
 GS0081_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0081_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0081_STAMPING: 1 JWM 3318622 1907 B 100
 GS0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0081
 GS0081  HISTORY     - Date     Condition        Report By
 GS0081  HISTORY     - 1907     MONUMENTED       USGS
 GS0081  HISTORY     - 1952     GOOD             NGS
 GS0081  HISTORY     - 1963     GOOD             DOD
 GS0081  HISTORY     - 1981     MARK NOT FOUND   USGS
 GS0081
 GS0081                          STATION DESCRIPTION
 GS0081
 GS0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GS0081'21 MI NW FROM INDIAN SPRINGS.
 GS0081'17.5 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE HIGHWAY
 GS0081'MAINTENANCE STATION AT INDIAN SPRINGS, THENCE 2.7 MILES
 GS0081'NORTHWEST ALONG AN OILED ROAD, THENCE 0.75 MILE SOUTHWEST ALONG
 GS0081'DESERT ROCK DRIVE, 65 FEET SOUTH OF THE CENTER LINE OF DESERT
 GS0081'ROCK DRIVE, 58 FEET EAST OF THE CENTER LINE OF FIFTH STREET, 113
 GS0081'FEET NORTHEAST OF A POWER POLE, RIVETED ON THE TOP OF A 3 INCH
 GS0081'IRON PIPE WHICH PROJECTS 2.0 FEET ABOVE THE GROUND.
 GS0081'NOTE-- LOCATED IN DESERT ROCK CAMP.  NEVADA.
 GS0081
 GS0081                          STATION RECOVERY (1963)
 GS0081
 GS0081'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1963
 GS0081'RECOVERED IN GOOD CONDITION.
 GS0081
 GS0081                          STATION RECOVERY (1981)
 GS0081
 GS0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GS0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0580 ***********************************************************************
 LR0580  DESIGNATION -  B 101
 LR0580  PID         -  LR0580
 LR0580  STATE/COUNTY-  NV/PERSHING
 LR0580  USGS QUAD   -  LEACH HOT SPRINGS (1990)
 LR0580
 LR0580                         *CURRENT SURVEY CONTROL
 LR0580  ___________________________________________________________________
 LR0580* NAD 83(1986)-  40 34 40.     (N)    117 38 03.     (W)     SCALED    
 LR0580* NAVD 88     -      1433.612  (meters)    4703.44   (feet)  ADJUSTED  
 LR0580  ___________________________________________________________________
 LR0580  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 LR0580  DYNAMIC HT  -        1432.436 (meters)    4699.58  (feet)  COMP
 LR0580  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 LR0580
 LR0580  VERT ORDER  -  SECOND    CLASS 0
 LR0580
 LR0580.The horizontal coordinates were scaled from a topographic map and have
 LR0580.an estimated accuracy of +/- 6 seconds.
 LR0580
 LR0580.The orthometric height was determined by differential leveling
 LR0580.and adjusted by the National Geodetic Survey in June 1991..
 LR0580
 LR0580.The geoid height was determined by GEOID03.
 LR0580
 LR0580.The dynamic height is computed by dividing the NAVD 88
 LR0580.geopotential number by the normal gravity value computed on the
 LR0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0580.degrees latitude (g = 980.6199 gals.).
 LR0580
 LR0580.The modeled gravity was interpolated from observed gravity values.
 LR0580
 LR0580;                    North         East    Units  Estimated Accuracy
 LR0580;SPC NV W     - 4,647,200.      880,360.      MT  (+/- 180 meters Scaled)
 LR0580
 LR0580                          SUPERSEDED SURVEY CONTROL
 LR0580
 LR0580  NGVD 29 (??/??/92) 1432.524  (m)         4699.87   (f) ADJ UNCH    2 0
 LR0580
 LR0580.Superseded values are not recommended for survey control.
 LR0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0580.See file dsdata.txt to determine how the superseded data were derived.
 LR0580
 LR0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME463920(NAD 83)
 LR0580_MARKER: DB = BENCH MARK DISK
 LR0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0580_STAMPING: B 101 1958
 LR0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0580+STABILITY: SURFACE MOTION
 LR0580
 LR0580  HISTORY     - Date     Condition        Report By
 LR0580  HISTORY     - 1958     MONUMENTED       CGS
 LR0580
 LR0580                          STATION DESCRIPTION
 LR0580
 LR0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0580'2.0 MI SE FROM LEACH HOT SPRINGS.
 LR0580'2.0 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, 31
 LR0580'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 40.6 FEET NORTH OF THE
 LR0580'NORTHEAST END OF A 14-INCH CORRUGATED METAL PIPE CULVERT UNDER THE
 LR0580'ROAD, 1 1/2 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 LR0580'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE
 LR0580'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0458 ***********************************************************************
 LR0458  DESIGNATION -  B 102
 LR0458  PID         -  LR0458
 LR0458  STATE/COUNTY-  NV/PERSHING
 LR0458  USGS QUAD   -  SOU HILLS (1990)
 LR0458
 LR0458                         *CURRENT SURVEY CONTROL
 LR0458  ___________________________________________________________________
 LR0458* NAD 83(1986)-  40 14 41.     (N)    117 40 29.     (W)     SCALED    
 LR0458* NAVD 88     -      1294.718  (meters)    4247.75   (feet)  ADJUSTED  
 LR0458  ___________________________________________________________________
 LR0458  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 LR0458  DYNAMIC HT  -        1293.672 (meters)    4244.32  (feet)  COMP
 LR0458  MODELED GRAV-     979,772.8   (mgal)                       NAVD 88
 LR0458
 LR0458  VERT ORDER  -  SECOND    CLASS 0
 LR0458
 LR0458.The horizontal coordinates were scaled from a topographic map and have
 LR0458.an estimated accuracy of +/- 6 seconds.
 LR0458
 LR0458.The orthometric height was determined by differential leveling
 LR0458.and adjusted by the National Geodetic Survey in June 1991..
 LR0458
 LR0458.The geoid height was determined by GEOID03.
 LR0458
 LR0458.The dynamic height is computed by dividing the NAVD 88
 LR0458.geopotential number by the normal gravity value computed on the
 LR0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0458.degrees latitude (g = 980.6199 gals.).
 LR0458
 LR0458.The modeled gravity was interpolated from observed gravity values.
 LR0458
 LR0458;                    North         East    Units  Estimated Accuracy
 LR0458;SPC NV W     - 4,610,180.      877,310.      MT  (+/- 180 meters Scaled)
 LR0458
 LR0458                          SUPERSEDED SURVEY CONTROL
 LR0458
 LR0458  NGVD 29 (??/??/92) 1293.708  (m)         4244.44   (f) ADJ UNCH    2 0
 LR0458
 LR0458.Superseded values are not recommended for survey control.
 LR0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0458.See file dsdata.txt to determine how the superseded data were derived.
 LR0458
 LR0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME426551(NAD 83)
 LR0458_MARKER: DB = BENCH MARK DISK
 LR0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0458_STAMPING: B 102 1958
 LR0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0458+STABILITY: SURFACE MOTION
 LR0458
 LR0458  HISTORY     - Date     Condition        Report By
 LR0458  HISTORY     - 1958     MONUMENTED       CGS
 LR0458
 LR0458                          STATION DESCRIPTION
 LR0458
 LR0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0458'1.65 MI N FROM PARIS RANCH.
 LR0458'1.65 MILES NORTH ALONG A GRAVEL ROAD FROM PARIS RANCH, 0.25 MILE SOUTH
 LR0458'OF THE T JUNCTION OF A GRAVEL ROAD LEADING WEST TO LOVELOCK, 26 FEET
 LR0458'EAST OF THE CENTER LINE OF THE ROAD, 163 FEET NORTH OF A SPRING AND
 LR0458'STOCK WATERING TROUGH, 15 FEET EAST OF A FENCE CORNER POST, 1.3 FEET
 LR0458'NORTH OF A FENCE, 1.7 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 LR0458'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2
 LR0458'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1987 ***********************************************************************
 GR1987  DESIGNATION -  B 102
 GR1987  PID         -  GR1987
 GR1987  STATE/COUNTY-  NV/CLARK
 GR1987  USGS QUAD   -  NIAVI WASH (1984)
 GR1987
 GR1987                         *CURRENT SURVEY CONTROL
 GR1987  ___________________________________________________________________
 GR1987* NAD 83(1994)-  36 34 44.13664(N)    115 53 31.00581(W)     ADJUSTED  
 GR1987* NAVD 88     -      1090.50   (+/-2cm)    3577.7    (feet)  VERTCON   
 GR1987  ___________________________________________________________________
 GR1987  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 GR1987  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 GR1987
 GR1987  HORZ ORDER  -  THIRD
 GR1987  VERT ORDER  -  THIRD ? (See Below)
 GR1987
 GR1987.The horizontal coordinates were established by classical geodetic methods
 GR1987.and adjusted by the National Geodetic Survey in June 1998..
 GR1987
 GR1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1987.The vertical order pertains to the NGVD 29 superseded value.
 GR1987
 GR1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1987
 GR1987.The geoid height was determined by GEOID03.
 GR1987
 GR1987;                    North         East     Units Scale Factor Converg.
 GR1987;SPC NV E     - 8,202,948.631   172,381.857   MT  0.99990939   -0 11 02.1
 GR1987;SPC NV E     -26,912,507.30    565,556.14   sFT  0.99990939   -0 11 02.1
 GR1987;UTM  11      - 4,048,734.300   599,133.066   MT  0.99972107   +0 39 37.4
 GR1987
 GR1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1987!SPC NV E     -   0.99983308  x   0.99990939  =   0.99974248
 GR1987!UTM  11      -   0.99983308  x   0.99972107  =   0.99955419
 GR1987
 GR1987                          SUPERSEDED SURVEY CONTROL
 GR1987
 GR1987  NAD 83(1992)-  36 34 44.15468(N)    115 53 31.01958(W) AD(       ) 3
 GR1987  NGVD 29 (02/14/94) 1089.66   (m)         3575.0    (f) LEVELING    3  
 GR1987
 GR1987.Superseded values are not recommended for survey control.
 GR1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1987.See file dsdata.txt to determine how the superseded data were derived.
 GR1987
 GR1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA9913348734(NAD 83)
 GR1987_MARKER: DB = BENCH MARK DISK
 GR1987_SETTING: 0 = UNSPECIFIED SETTING
 GR1987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1987
 GR1987  HISTORY     - Date     Condition        Report By
 GR1987  HISTORY     - 1907     MONUMENTED       USGS
 GR1987  HISTORY     - 1959     GOOD             USGS
 GR1987  HISTORY     - 1973     GOOD             USGS
 GR1987
 GR1987                          STATION DESCRIPTION
 GR1987
 GR1987'DESCRIBED BY US GEOLOGICAL SURVEY 1907
 GR1987'SEE 1959 RECOVERY FOR LOCATED AND 1973 RECOVERY FOR TO REACH.
 GR1987'
 GR1987'STATION MARK--STANDARD BM TABLET STAMPED---3575.072 B 102 1907---,
 GR1987'RIVETED ON TOP OF 3-1/2 INCH PIPE PROJECTING 2 FT ABOVE GROUND.
 GR1987
 GR1987                          STATION RECOVERY (1959)
 GR1987
 GR1987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GR1987'RECOVERED AS DESCRIBED BY USGS IN 1907 IN LEVEL LINE 1 AND IN
 GR1987'1946 IN NGS LEVEL LINE 36 115 4, LINE 101 AS M 17.  MARK IN GOOD
 GR1987'CONDITION.
 GR1987'
 GR1987'LOCATED 18.4 MI E. OF AMARGOSA, 12.5 MI W. OF INDIAN SPRINGS, 0.2
 GR1987'MI E. OF CLARK-NYE COUNTY LINE.
 GR1987
 GR1987                          STATION RECOVERY (1973)
 GR1987
 GR1987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GR1987'RECOVERED AS DESCRIBED BY USGS AND NGS.
 GR1987'
 GR1987'TO REACH FROM INDIAN SPRINGS, GO 12.5 MI W. ALONG U.S. HWY. 95.
 GR1987'33 FT N. OF CENTERLINE OF EASTBOUND LANES OF DIVIDED HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0069 ***********************************************************************
 KR0069  DESIGNATION -  B 103
 KR0069  PID         -  KR0069
 KR0069  STATE/COUNTY-  NV/CHURCHILL
 KR0069  USGS QUAD   -  I X L CANYON (1980)
 KR0069
 KR0069                         *CURRENT SURVEY CONTROL
 KR0069  ___________________________________________________________________
 KR0069* NAD 83(1986)-  39 41 18.     (N)    118 08 22.     (W)     SCALED    
 KR0069* NAVD 88     -      1056.575  (meters)    3466.45   (feet)  ADJUSTED  
 KR0069  ___________________________________________________________________
 KR0069  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 KR0069  DYNAMIC HT  -        1055.690 (meters)    3463.54  (feet)  COMP
 KR0069  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 KR0069
 KR0069  VERT ORDER  -  SECOND    CLASS 0
 KR0069
 KR0069.The horizontal coordinates were scaled from a topographic map and have
 KR0069.an estimated accuracy of +/- 6 seconds.
 KR0069
 KR0069.The orthometric height was determined by differential leveling
 KR0069.and adjusted by the National Geodetic Survey in June 1991..
 KR0069
 KR0069.The geoid height was determined by GEOID03.
 KR0069
 KR0069.The dynamic height is computed by dividing the NAVD 88
 KR0069.geopotential number by the normal gravity value computed on the
 KR0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0069.degrees latitude (g = 980.6199 gals.).
 KR0069
 KR0069.The modeled gravity was interpolated from observed gravity values.
 KR0069
 KR0069;                    North         East    Units  Estimated Accuracy
 KR0069;SPC NV W     - 4,548,110.      838,070.      MT  (+/- 180 meters Scaled)
 KR0069
 KR0069                          SUPERSEDED SURVEY CONTROL
 KR0069
 KR0069  NGVD 29 (??/??/92) 1055.623  (m)         3463.32   (f) ADJ UNCH    2 0
 KR0069
 KR0069.Superseded values are not recommended for survey control.
 KR0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0069.See file dsdata.txt to determine how the superseded data were derived.
 KR0069
 KR0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD022937(NAD 83)
 KR0069_MARKER: DB = BENCH MARK DISK
 KR0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0069_STAMPING: B 103 1958
 KR0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0069+STABILITY: SURFACE MOTION
 KR0069
 KR0069  HISTORY     - Date     Condition        Report By
 KR0069  HISTORY     - 1958     MONUMENTED       CGS
 KR0069
 KR0069                          STATION DESCRIPTION
 KR0069
 KR0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0069'2.5 MI NW FROM DIXIE VALLEY.
 KR0069'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE DIXIE SCHOOL AT DIXIE
 KR0069'VALLEY, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, 29 FEET EAST OF THE
 KR0069'CENTER LINE OF THE ROAD, 2 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT
 KR0069'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KR0069'1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0053 ***********************************************************************
 KR0053  DESIGNATION -  B 104
 KR0053  PID         -  KR0053
 KR0053  STATE/COUNTY-  NV/CHURCHILL
 KR0053  USGS QUAD   -  DIXIE HOT SPRINGS (1990)
 KR0053
 KR0053                         *CURRENT SURVEY CONTROL
 KR0053  ___________________________________________________________________
 KR0053* NAD 83(1986)-  39 52 14.     (N)    118 00 18.     (W)     SCALED    
 KR0053* NAVD 88     -      1043.072  (meters)    3422.15   (feet)  ADJUSTED  
 KR0053  ___________________________________________________________________
 KR0053  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 KR0053  DYNAMIC HT  -        1042.232 (meters)    3419.39  (feet)  COMP
 KR0053  MODELED GRAV-     979,786.2   (mgal)                       NAVD 88
 KR0053
 KR0053  VERT ORDER  -  SECOND    CLASS 0
 KR0053
 KR0053.The horizontal coordinates were scaled from a topographic map and have
 KR0053.an estimated accuracy of +/- 6 seconds.
 KR0053
 KR0053.The orthometric height was determined by differential leveling
 KR0053.and adjusted by the National Geodetic Survey in June 1991..
 KR0053
 KR0053.The geoid height was determined by GEOID03.
 KR0053
 KR0053.The dynamic height is computed by dividing the NAVD 88
 KR0053.geopotential number by the normal gravity value computed on the
 KR0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0053.degrees latitude (g = 980.6199 gals.).
 KR0053
 KR0053.The modeled gravity was interpolated from observed gravity values.
 KR0053
 KR0053;                    North         East    Units  Estimated Accuracy
 KR0053;SPC NV W     - 4,568,400.      849,470.      MT  (+/- 180 meters Scaled)
 KR0053
 KR0053                          SUPERSEDED SURVEY CONTROL
 KR0053
 KR0053  NGVD 29 (??/??/92) 1042.135  (m)         3419.07   (f) ADJ UNCH    2 0
 KR0053
 KR0053.Superseded values are not recommended for survey control.
 KR0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0053.See file dsdata.txt to determine how the superseded data were derived.
 KR0053
 KR0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME140138(NAD 83)
 KR0053_MARKER: DB = BENCH MARK DISK
 KR0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0053_STAMPING: B 104 1958
 KR0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0053+STABILITY: SURFACE MOTION
 KR0053
 KR0053  HISTORY     - Date     Condition        Report By
 KR0053  HISTORY     - 1958     MONUMENTED       CGS
 KR0053  HISTORY     - 1986     GOOD             USPSQD
 KR0053
 KR0053                          STATION DESCRIPTION
 KR0053
 KR0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0053'10.65 MI SW FROM BOYER RANCH.
 KR0053'10.65 MILES SOUTHWEST ALONG A DIRT ROAD FROM BOYER RANCH, AT A DIP IN
 KR0053'THE ROAD, 57 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD MEASURED
 KR0053'FROM THE APPROXIMATE CENTER OF THE DIP, 28 FEET WEST OF THE CENTER
 KR0053'LINE OF THE ROAD, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 KR0053'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT
 KR0053'ABOVE THE GROUND.
 KR0053
 KR0053                          STATION RECOVERY (1986)
 KR0053
 KR0053'RECOVERY NOTE BY US POWER SQUADRON 1986 (GT)
 KR0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0493 ***********************************************************************
 LR0493  DESIGNATION -  B 105
 LR0493  PID         -  LR0493
 LR0493  STATE/COUNTY-  NV/PERSHING
 LR0493  USGS QUAD   -  WEST OF MC KINNEY PASS (1990)
 LR0493
 LR0493                         *CURRENT SURVEY CONTROL
 LR0493  ___________________________________________________________________
 LR0493* NAD 83(1986)-  40 11 00.     (N)    117 53 41.     (W)     SCALED    
 LR0493* NAVD 88     -      1267.002  (meters)    4156.82   (feet)  ADJUSTED  
 LR0493  ___________________________________________________________________
 LR0493  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 LR0493  DYNAMIC HT  -        1265.961 (meters)    4153.41  (feet)  COMP
 LR0493  MODELED GRAV-     979,760.8   (mgal)                       NAVD 88
 LR0493
 LR0493  VERT ORDER  -  SECOND    CLASS 0
 LR0493
 LR0493.The horizontal coordinates were scaled from a topographic map and have
 LR0493.an estimated accuracy of +/- 6 seconds.
 LR0493
 LR0493.The orthometric height was determined by differential leveling
 LR0493.and adjusted by the National Geodetic Survey in June 1991..
 LR0493
 LR0493.The geoid height was determined by GEOID03.
 LR0493
 LR0493.The dynamic height is computed by dividing the NAVD 88
 LR0493.geopotential number by the normal gravity value computed on the
 LR0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0493.degrees latitude (g = 980.6199 gals.).
 LR0493
 LR0493.The modeled gravity was interpolated from observed gravity values.
 LR0493
 LR0493;                    North         East    Units  Estimated Accuracy
 LR0493;SPC NV W     - 4,603,190.      858,640.      MT  (+/- 180 meters Scaled)
 LR0493
 LR0493                          SUPERSEDED SURVEY CONTROL
 LR0493
 LR0493  NGVD 29 (??/??/92) 1265.994  (m)         4153.52   (f) ADJ UNCH    2 0
 LR0493
 LR0493.Superseded values are not recommended for survey control.
 LR0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0493.See file dsdata.txt to determine how the superseded data were derived.
 LR0493
 LR0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME238484(NAD 83)
 LR0493_MARKER: DB = BENCH MARK DISK
 LR0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0493_STAMPING: B 105 1958
 LR0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0493+STABILITY: SURFACE MOTION
 LR0493
 LR0493  HISTORY     - Date     Condition        Report By
 LR0493  HISTORY     - 1958     MONUMENTED       CGS
 LR0493
 LR0493                          STATION DESCRIPTION
 LR0493
 LR0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0493'15.75 MI SW FROM PARIS RANCH.
 LR0493'2.25 MILES SOUTH ALONG A DIRT ROAD FROM PARIS RANCH, THENCE 13.5 MILES
 LR0493'WEST AND SOUTHWEST ALONG A GRAVEL ROAD.  40 FEET NORTHWEST OF THE
 LR0493'CENTER LINE OF THE ROAD, 2 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1
 LR0493'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LR0493'PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0594 ***********************************************************************
 LR0594  DESIGNATION -  B 106
 LR0594  PID         -  LR0594
 LR0594  STATE/COUNTY-  NV/PERSHING
 LR0594  USGS QUAD   -  PANTHER CANYON (1990)
 LR0594
 LR0594                         *CURRENT SURVEY CONTROL
 LR0594  ___________________________________________________________________
 LR0594* NAD 83(1986)-  40 37 23.     (N)    117 32 58.     (W)     SCALED    
 LR0594* NAVD 88     -      1652.457  (meters)    5421.44   (feet)  ADJUSTED  
 LR0594  ___________________________________________________________________
 LR0594  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 LR0594  DYNAMIC HT  -        1651.076 (meters)    5416.91  (feet)  COMP
 LR0594  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 LR0594
 LR0594  VERT ORDER  -  SECOND    CLASS 0
 LR0594
 LR0594.The horizontal coordinates were scaled from a topographic map and have
 LR0594.an estimated accuracy of +/- 6 seconds.
 LR0594
 LR0594.The orthometric height was determined by differential leveling
 LR0594.and adjusted by the National Geodetic Survey in June 1991..
 LR0594
 LR0594.The geoid height was determined by GEOID03.
 LR0594
 LR0594.The dynamic height is computed by dividing the NAVD 88
 LR0594.geopotential number by the normal gravity value computed on the
 LR0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0594.degrees latitude (g = 980.6199 gals.).
 LR0594
 LR0594.The modeled gravity was interpolated from observed gravity values.
 LR0594
 LR0594;                    North         East    Units  Estimated Accuracy
 LR0594;SPC NV W     - 4,652,300.      887,470.      MT  (+/- 180 meters Scaled)
 LR0594
 LR0594                          SUPERSEDED SURVEY CONTROL
 LR0594
 LR0594  NGVD 29 (??/??/92) 1651.343  (m)         5417.78   (f) ADJ UNCH    2 0
 LR0594
 LR0594.Superseded values are not recommended for survey control.
 LR0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0594.See file dsdata.txt to determine how the superseded data were derived.
 LR0594
 LR0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME535970(NAD 83)
 LR0594_MARKER: DB = BENCH MARK DISK
 LR0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0594_STAMPING: B 106 1958
 LR0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0594+STABILITY: SURFACE MOTION
 LR0594
 LR0594  HISTORY     - Date     Condition        Report By
 LR0594  HISTORY     - 1958     MONUMENTED       CGS
 LR0594
 LR0594                          STATION DESCRIPTION
 LR0594
 LR0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0594'10.2 MI E FROM LEACH HOT SPRINGS.
 LR0594'2.8 MILES NORTHWEST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, THENCE
 LR0594'7.4 MILES EAST ALONG A DIRT ROAD, 22 FEET NORTHEAST OF THE CENTER LINE
 LR0594'OF THE ROAD, 1.8 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET
 LR0594'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LR0594'1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0601 ***********************************************************************
 LR0601  DESIGNATION -  B 107
 LR0601  PID         -  LR0601
 LR0601  STATE/COUNTY-  NV/PERSHING
 LR0601  USGS QUAD   -  SHEEP RANCH CANYON (1990)
 LR0601
 LR0601                         *CURRENT SURVEY CONTROL
 LR0601  ___________________________________________________________________
 LR0601* NAD 83(1986)-  40 40 49.     (N)    117 30 08.     (W)     SCALED    
 LR0601* NAVD 88     -      1477.730  (meters)    4848.19   (feet)  ADJUSTED  
 LR0601  ___________________________________________________________________
 LR0601  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 LR0601  DYNAMIC HT  -        1476.530 (meters)    4844.25  (feet)  COMP
 LR0601  MODELED GRAV-     979,760.8   (mgal)                       NAVD 88
 LR0601
 LR0601  VERT ORDER  -  SECOND    CLASS 0
 LR0601
 LR0601.The horizontal coordinates were scaled from a topographic map and have
 LR0601.an estimated accuracy of +/- 6 seconds.
 LR0601
 LR0601.The orthometric height was determined by differential leveling
 LR0601.and adjusted by the National Geodetic Survey in June 1991..
 LR0601
 LR0601.The geoid height was determined by GEOID03.
 LR0601
 LR0601.The dynamic height is computed by dividing the NAVD 88
 LR0601.geopotential number by the normal gravity value computed on the
 LR0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0601.degrees latitude (g = 980.6199 gals.).
 LR0601
 LR0601.The modeled gravity was interpolated from observed gravity values.
 LR0601
 LR0601;                    North         East    Units  Estimated Accuracy
 LR0601;SPC NV W     - 4,658,710.      891,390.      MT  (+/- 180 meters Scaled)
 LR0601
 LR0601                          SUPERSEDED SURVEY CONTROL
 LR0601
 LR0601  NGVD 29 (??/??/92) 1476.645  (m)         4844.63   (f) ADJ UNCH    2 0
 LR0601
 LR0601.Superseded values are not recommended for survey control.
 LR0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0601.See file dsdata.txt to determine how the superseded data were derived.
 LR0601
 LR0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF575033(NAD 83)
 LR0601_MARKER: DB = BENCH MARK DISK
 LR0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0601_STAMPING: B 107 1958
 LR0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0601+STABILITY: SURFACE MOTION
 LR0601
 LR0601  HISTORY     - Date     Condition        Report By
 LR0601  HISTORY     - 1958     MONUMENTED       CGS
 LR0601
 LR0601                          STATION DESCRIPTION
 LR0601
 LR0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0601'5.7 MI W FROM SMELSER PASS.
 LR0601'2.5 MILES WEST ALONG A DIRT ROAD FROM SMELSER PASS, THENCE 2.5 MILES
 LR0601'WEST ALONG A DIRT ROAD, THENCE 0.7 MILE WEST-SOUTHWEST ACROSS COUNTRY,
 LR0601'1.0 MILE SOUTHWEST OF THE STEWART RANCHHOUSE, ALONG A DIRT ROAD, NEAR
 LR0601'THE NORTHWEST CORNER OF A SMALL EARTH DAM, AT A T FENCE CORNER, AT THE
 LR0601'T JUNCTION OF A DIM ROAD LEADING EAST TO THE DAM, 10 FEET SOUTHEAST OF
 LR0601'THE CENTER LINE OF THE MAIN ROAD, 16 FEET NORTHEAST OF THE CENTER LINE
 LR0601'OF THE DIM ROAD, 5 FEET NORTHEAST OF THE NORTHEAST END OF A GATE, 1.0
 LR0601'FOOT NORTHWEST OF A FENCE, 1.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 LR0601'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LR0601'1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0157 ***********************************************************************
 MT0157  DESIGNATION -  B 108
 MT0157  PID         -  MT0157
 MT0157  STATE/COUNTY-  NV/ELKO
 MT0157  USGS QUAD   -  TWELVEMILE RANCH (1982)
 MT0157
 MT0157                         *CURRENT SURVEY CONTROL
 MT0157  ___________________________________________________________________
 MT0157* NAD 83(1986)-  41 24 47.     (N)    114 11 00.     (W)     SCALED    
 MT0157* NAVD 88     -      1519.784  (meters)    4986.16   (feet)  ADJUSTED  
 MT0157  ___________________________________________________________________
 MT0157  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 MT0157  DYNAMIC HT  -        1518.645 (meters)    4982.42  (feet)  COMP
 MT0157  MODELED GRAV-     979,820.0   (mgal)                       NAVD 88
 MT0157
 MT0157  VERT ORDER  -  SECOND    CLASS 0
 MT0157
 MT0157.The horizontal coordinates were scaled from a topographic map and have
 MT0157.an estimated accuracy of +/- 6 seconds.
 MT0157
 MT0157.The orthometric height was determined by differential leveling
 MT0157.and adjusted by the National Geodetic Survey in June 1991..
 MT0157
 MT0157.The geoid height was determined by GEOID03.
 MT0157
 MT0157.The dynamic height is computed by dividing the NAVD 88
 MT0157.geopotential number by the normal gravity value computed on the
 MT0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0157.degrees latitude (g = 980.6199 gals.).
 MT0157
 MT0157.The modeled gravity was interpolated from observed gravity values.
 MT0157
 MT0157;                    North         East    Units  Estimated Accuracy
 MT0157;SPC NV E     - 8,740,460.      317,040.      MT  (+/- 180 meters Scaled)
 MT0157
 MT0157                          SUPERSEDED SURVEY CONTROL
 MT0157
 MT0157  NGVD 29 (??/??/92) 1518.699  (m)         4982.60   (f) ADJ UNCH    2 0
 MT0157
 MT0157.Superseded values are not recommended for survey control.
 MT0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0157.See file dsdata.txt to determine how the superseded data were derived.
 MT0157
 MT0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF354884(NAD 83)
 MT0157_MARKER: DB = BENCH MARK DISK
 MT0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0157_STAMPING: B 108 1958
 MT0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0157+STABILITY: SURFACE MOTION
 MT0157
 MT0157  HISTORY     - Date     Condition        Report By
 MT0157  HISTORY     - 1958     MONUMENTED       CGS
 MT0157
 MT0157                          STATION DESCRIPTION
 MT0157
 MT0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0157'10.75 MI N FROM MONTELLO.
 MT0157'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0157'MONTELLO, THENCE 10.6 MILES NORTH ALONG A GRAVEL ROAD, 196 FEET NORTH
 MT0157'OF THE CENTER OF THE Y JUNCTION OF A DIM ROAD NORTHEAST, 119 1/2 FEET
 MT0157'NORTHWEST OF THE CENTER LINE OF THE DIM ROAD, 43 FEET EAST OF THE
 MT0157'CENTER LINE OF THE MAIN ROAD, 73 YARDS SOUTHEAST AND ACROSS THE ROAD
 MT0157'FROM A LONE JUNIPER TREE, 2.1 FEET WEST OF A WITNESS POST, LEVEL WITH
 MT0157'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MT0157'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1786 ***********************************************************************
 GR1786  DESIGNATION -  B 108
 GR1786  PID         -  GR1786
 GR1786  STATE/COUNTY-  NV/CLARK
 GR1786  USGS QUAD   -  BLACK HILLS SW (1976)
 GR1786
 GR1786                         *CURRENT SURVEY CONTROL
 GR1786  ___________________________________________________________________
 GR1786* NAD 83(1994)-  36 30 56.13478(N)    115 28 54.34329(W)     ADJUSTED  
 GR1786* NAVD 88     -       933.80   (+/-2cm)    3063.6    (feet)  VERTCON   
 GR1786  ___________________________________________________________________
 GR1786  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 GR1786  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 GR1786
 GR1786  HORZ ORDER  -  THIRD
 GR1786  VERT ORDER  -  THIRD ? (See Below)
 GR1786
 GR1786.The horizontal coordinates were established by classical geodetic methods
 GR1786.and adjusted by the National Geodetic Survey in June 1998..
 GR1786
 GR1786.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1786.The vertical order pertains to the NGVD 29 superseded value.
 GR1786
 GR1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1786
 GR1786.The geoid height was determined by GEOID03.
 GR1786
 GR1786;                    North         East     Units Scale Factor Converg.
 GR1786;SPC NV E     - 8,195,881.701   209,097.152   MT  0.99990102   +0 03 37.6
 GR1786;SPC NV E     -26,889,321.88    686,012.91   sFT  0.99990102   +0 03 37.6
 GR1786;UTM  11      - 4,042,209.615   635,943.622   MT  0.99982769   +0 54 12.8
 GR1786
 GR1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1786!SPC NV E     -   0.99985766  x   0.99990102  =   0.99975870
 GR1786!UTM  11      -   0.99985766  x   0.99982769  =   0.99968538
 GR1786
 GR1786:                Primary Azimuth Mark                     Grid Az
 GR1786:SPC NV E     -  T16S R58E SEC 31 1/4 COR SOUTH           252 33 19.4
 GR1786:UTM  11      -  T16S R58E SEC 31 1/4 COR SOUTH           251 42 44.2
 GR1786
 GR1786|---------------------------------------------------------------------|
 GR1786| PID    Reference Object                     Distance      Geod. Az  |
 GR1786|                                                           dddmmss.s |
 GR1786| GR1981 T16S R58E SEC 31 1/4 COR SOUTH      APPROX. 3.0 KM 2523657.0 |
 GR1786|---------------------------------------------------------------------|
 GR1786
 GR1786                          SUPERSEDED SURVEY CONTROL
 GR1786
 GR1786  NAD 83(1992)-  36 30 56.14144(N)    115 28 54.34335(W) AD(       ) 3
 GR1786  NAD 83(1986)-  36 30 56.14551(N)    115 28 54.33765(W) AD(       ) 3
 GR1786  NGVD 29 (05/01/88)  933.00   (m)         3061.0    (f) LEVELING    3  
 GR1786
 GR1786.Superseded values are not recommended for survey control.
 GR1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1786.See file dsdata.txt to determine how the superseded data were derived.
 GR1786
 GR1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA3594442210(NAD 83)
 GR1786_MARKER: DB = BENCH MARK DISK
 GR1786_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1786_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1786
 GR1786  HISTORY     - Date     Condition        Report By
 GR1786  HISTORY     - 1951     MONUMENTED       USGS
 GR1786
 GR1786                          STATION DESCRIPTION
 GR1786
 GR1786'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GR1786'LOCATED 11.5 MI E. OF INDIAN SPRINGS.
 GR1786'
 GR1786'TO REACH FROM HWY. PATROL STATION AT INDIAN SPRINGS, GO 11.5 MI
 GR1786'E. ALONG ROADBED OF OLD ABANDONED RR.  51 FT. N. OF CENTERLINE OF
 GR1786'OLD ROADBED.
 GR1786'
 GR1786'STATION MARK--STANDARD BM TABLET STAMPED---3061.024 B 108 1907---,
 GR1786'RIVETED IN TOP OF 3-1/2 INCH IRON PIPE PROJECTING 1.2 FT. ABOVE
 GR1786'GROUND.
 GR1786'
 GR1786'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0006 ***********************************************************************
 FS0006  DESIGNATION -  B 109
 FS0006  PID         -  FS0006
 FS0006  STATE/COUNTY-  NV/CLARK
 FS0006  USGS QUAD   -  BOULDER CITY NW (1983)
 FS0006
 FS0006                         *CURRENT SURVEY CONTROL
 FS0006  ___________________________________________________________________
 FS0006* NAD 83(1986)-  35 58 11.     (N)    114 54 39.     (W)     SCALED    
 FS0006* NAVD 88     -       686.502  (meters)    2252.30   (feet)  ADJUSTED  
 FS0006  ___________________________________________________________________
 FS0006  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FS0006  DYNAMIC HT  -         685.796 (meters)    2249.98  (feet)  COMP
 FS0006  MODELED GRAV-     979,582.6   (mgal)                       NAVD 88
 FS0006
 FS0006  VERT ORDER  -  FIRST     CLASS I
 FS0006
 FS0006.The horizontal coordinates were scaled from a topographic map and have
 FS0006.an estimated accuracy of +/- 6 seconds.
 FS0006
 FS0006.The orthometric height was determined by differential leveling
 FS0006.and adjusted by the National Geodetic Survey in June 1991..
 FS0006
 FS0006.The geoid height was determined by GEOID03.
 FS0006
 FS0006.The dynamic height is computed by dividing the NAVD 88
 FS0006.geopotential number by the normal gravity value computed on the
 FS0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0006.degrees latitude (g = 980.6199 gals.).
 FS0006
 FS0006.The modeled gravity was interpolated from observed gravity values.
 FS0006
 FS0006;                    North         East    Units  Estimated Accuracy
 FS0006;SPC NV E     - 8,135,520.      260,650.      MT  (+/- 180 meters Scaled)
 FS0006
 FS0006                          SUPERSEDED SURVEY CONTROL
 FS0006
 FS0006  NGVD 29 (??/??/92)  685.799  (m)         2249.99   (f) ADJ UNCH    1 1
 FS0006
 FS0006.Superseded values are not recommended for survey control.
 FS0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0006.See file dsdata.txt to determine how the superseded data were derived.
 FS0006
 FS0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV883826(NAD 83)
 FS0006_MARKER: DB = BENCH MARK DISK
 FS0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0006_STAMPING: B 109 1934
 FS0006_MARK LOGO: CGS   
 FS0006_PROJECTION: PROJECTING 18 CENTIMETERS
 FS0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0006+STABILITY: SURFACE MOTION
 FS0006
 FS0006  HISTORY     - Date     Condition        Report By
 FS0006  HISTORY     - 1934     MONUMENTED       CGS
 FS0006  HISTORY     - 1949     GOOD             NGS
 FS0006  HISTORY     - 1963     GOOD             NGS
 FS0006  HISTORY     - 1981     GOOD             NGS
 FS0006
 FS0006                          STATION DESCRIPTION
 FS0006
 FS0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0006'AT ALUNITE.
 FS0006'AT ALUNITE, AT THE JUNCTION OF U.S. HIGHWAYS 93 AND 95, ABOUT 200
 FS0006'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 95, 83.0 FEET
 FS0006'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST TRAFFIC LANE OF
 FS0006'U.S. HIGHWAY 93, 71 FEET SOUTH OF THE CENTER OF THE SOUTHWEST
 FS0006'END OF A 4- BY 4-FOOT CONCRETE BOX CULVERT, ABOUT 10 FEET LOWER
 FS0006'THAN THE SOUTHWEST LANE, 2.6 FEET NORTH OF A WITNESS POST, AND
 FS0006'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 FS0006'THE GROUND.
 FS0006
 FS0006                          STATION RECOVERY (1963)
 FS0006
 FS0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0006'RECOVERED IN GOOD CONDITION.
 FS0006
 FS0006                          STATION RECOVERY (1981)
 FS0006
 FS0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0006'7.6 KM (4.7 MI) WEST ALONG US HIGHWAY 93 FROM THE US BUREAU OF
 FS0006'RECLAMATION ADMINISTRATION BUILDING IN BOULDER CITY, ON THE OUTSIDE OF
 FS0006'A CURVE, 25.3 METERS (83 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH
 FS0006'BOUND LANES, 21.6 METERS (71 FT) SOUTH OF THE CENTER OF THE SOUTHWEST
 FS0006'END OF A 4 BY 4 FOOT BOX CULVERT.
 FS0006'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 FS0006'THE MARK IS 3.3 M BELOW THE SOUTH BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0456 ***********************************************************************
 MT0456  DESIGNATION -  B 11
 MT0456  PID         -  MT0456
 MT0456  STATE/COUNTY-  NV/ELKO
 MT0456  USGS QUAD   -  HOT SPRINGS CREEK (1980)
 MT0456
 MT0456                         *CURRENT SURVEY CONTROL
 MT0456  ___________________________________________________________________
 MT0456* NAD 83(1986)-  41 20 48.     (N)    115 21 53.     (W)     SCALED    
 MT0456* NAVD 88     -      1983.449  (meters)    6507.37   (feet)  ADJUSTED  
 MT0456  ___________________________________________________________________
 MT0456  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 MT0456  DYNAMIC HT  -        1981.768 (meters)    6501.85  (feet)  COMP
 MT0456  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 MT0456
 MT0456  VERT ORDER  -  SECOND    CLASS 0
 MT0456
 MT0456.The horizontal coordinates were scaled from a topographic map and have
 MT0456.an estimated accuracy of +/- 6 seconds.
 MT0456
 MT0456.The orthometric height was determined by differential leveling
 MT0456.and adjusted by the National Geodetic Survey in June 1991..
 MT0456
 MT0456.The geoid height was determined by GEOID03.
 MT0456
 MT0456.The dynamic height is computed by dividing the NAVD 88
 MT0456.geopotential number by the normal gravity value computed on the
 MT0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0456.degrees latitude (g = 980.6199 gals.).
 MT0456
 MT0456.The modeled gravity was interpolated from observed gravity values.
 MT0456
 MT0456;                    North         East    Units  Estimated Accuracy
 MT0456;SPC NV E     - 8,732,170.      218,290.      MT  (+/- 180 meters Scaled)
 MT0456
 MT0456                          SUPERSEDED SURVEY CONTROL
 MT0456
 MT0456  NGVD 29 (??/??/92) 1982.190  (m)         6503.23   (f) ADJ UNCH    2 0
 MT0456
 MT0456.Superseded values are not recommended for survey control.
 MT0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0456.See file dsdata.txt to determine how the superseded data were derived.
 MT0456
 MT0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF368785(NAD 83)
 MT0456_MARKER: DD = SURVEY DISK
 MT0456_SETTING: 80 = SET IN A BOULDER
 MT0456_STAMPING: B-11 1933
 MT0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0456+STABILITY: SURFACE MOTION
 MT0456
 MT0456  HISTORY     - Date     Condition        Report By
 MT0456  HISTORY     - 1933     MONUMENTED       USGS
 MT0456  HISTORY     - 1934     GOOD             NGS
 MT0456
 MT0456                          STATION DESCRIPTION
 MT0456
 MT0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0456'21.8 MI S FROM CHARLESTON.
 MT0456'21.8 MILES SOUTH OF PUMTY RANCH HOUSE AT CHARLESTON IN TOP OF LARGE
 MT0456'BOULDER.  147 FEET SOUTH OF WOODEN BRIDGE OF SMALL CREEK AT ROCK
 MT0456'OUTCROP.  43 FEET SOUTHEAST OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0760 ***********************************************************************
 KR0760  DESIGNATION -  B 11
 KR0760  PID         -  KR0760
 KR0760  STATE/COUNTY-  NV/LYON
 KR0760  USGS QUAD   -  CHURCHILL CANYON WEL (1993)
 KR0760
 KR0760                         *CURRENT SURVEY CONTROL
 KR0760  ___________________________________________________________________
 KR0760* NAD 83(1986)-  39 13 42.     (N)    119 16 21.     (W)     SCALED    
 KR0760* NAVD 88     -      1309.09   (+/-2cm)    4294.9    (feet)  VERTCON   
 KR0760  ___________________________________________________________________
 KR0760  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 KR0760
 KR0760  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0760
 KR0760.The horizontal coordinates were scaled from a topographic map and have
 KR0760.an estimated accuracy of +/- 6 seconds.
 KR0760
 KR0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0760.The vertical order pertains to the NGVD 29 superseded value.
 KR0760
 KR0760.The geoid height was determined by GEOID03.
 KR0760
 KR0760;                    North         East    Units  Estimated Accuracy
 KR0760;SPC NV W     - 4,497,170.      740,500.      MT  (+/- 180 meters Scaled)
 KR0760
 KR0760                          SUPERSEDED SURVEY CONTROL
 KR0760
 KR0760  NGVD 29 (??/??/92) 1308.081  (m)         4291.60   (f) ADJ UNCH    1 2
 KR0760
 KR0760.Superseded values are not recommended for survey control.
 KR0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0760.See file dsdata.txt to determine how the superseded data were derived.
 KR0760
 KR0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD038445(NAD 83)
 KR0760_MARKER: P = PIPE CAP
 KR0760_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0760_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0760_STAMPING: B 11 1915
 KR0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0760
 KR0760  HISTORY     - Date     Condition        Report By
 KR0760  HISTORY     - 1915     MONUMENTED       CGS
 KR0760  HISTORY     - 1953     GOOD             NGS
 KR0760
 KR0760                          STATION DESCRIPTION
 KR0760
 KR0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0760'5.7 MI S FROM WEEKS.
 KR0760'5.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0760'CROSSING OF U. S. HIGHWAY 95A AT WEEKS (NEAR FORT CHURCHILL), 0.3 MILE
 KR0760'NORTH OF MILEPOLE 320, 5 1/4 RAILS NORTH OF THE NORTH END OF WOODEN
 KR0760'TRESTLE 519.71 OVER A WIDE SANDY WASH, 18.9 FEET WEST OF THE WEST
 KR0760'RAIL, 3 1/2 FEET SOUTH OF A TELEGRAPH POLE, 2.2 FEET EAST OF A FENCE,
 KR0760'1.0 FOOT NORTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE TRACK,
 KR0760'AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE
 KR0760'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0623 ***********************************************************************
 FS0623  DESIGNATION -  B 110
 FS0623  PID         -  FS0623
 FS0623  STATE/COUNTY-  NV/CLARK
 FS0623  USGS QUAD   -  SEARCHLIGHT SE (1989)
 FS0623
 FS0623                         *CURRENT SURVEY CONTROL
 FS0623  ___________________________________________________________________
 FS0623* NAD 83(1986)-  35 20 35.     (N)    114 51 38.     (W)     SCALED    
 FS0623* NAVD 88     -       817.38   (+/-2cm)    2681.7    (feet)  VERTCON   
 FS0623  ___________________________________________________________________
 FS0623  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FS0623
 FS0623  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0623
 FS0623.The horizontal coordinates were scaled from a topographic map and have
 FS0623.an estimated accuracy of +/- 6 seconds.
 FS0623
 FS0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0623.The vertical order pertains to the NGVD 29 superseded value.
 FS0623
 FS0623.The geoid height was determined by GEOID03.
 FS0623
 FS0623;                    North         East    Units  Estimated Accuracy
 FS0623;SPC NV E     - 8,066,030.      265,700.      MT  (+/- 180 meters Scaled)
 FS0623
 FS0623                          SUPERSEDED SURVEY CONTROL
 FS0623
 FS0623  NGVD 29 (??/??/92)  816.594  (m)         2679.11   (f) ADJ UNCH    2 0
 FS0623
 FS0623.Superseded values are not recommended for survey control.
 FS0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0623.See file dsdata.txt to determine how the superseded data were derived.
 FS0623
 FS0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV944131(NAD 83)
 FS0623_MARKER: DB = BENCH MARK DISK
 FS0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0623_STAMPING: B 110 1934
 FS0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0623+STABILITY: SURFACE MOTION
 FS0623
 FS0623  HISTORY     - Date     Condition        Report By
 FS0623  HISTORY     - 1934     MONUMENTED       CGS
 FS0623  HISTORY     - 1969     GOOD             NGS
 FS0623
 FS0623                          STATION DESCRIPTION
 FS0623
 FS0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FS0623'10 MI SE FROM SEARCHLIGHT.
 FS0623'10.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD (OLD U.S. HIGHWAY
 FS0623'95) FROM SEARCHLIGHT, CLARK COUNTY, 3.3 MILES SOUTH OF A
 FS0623'PROMINENT GRANITE HILL ON THE WEST SIDE OF THE ROAD, 100 FEET
 FS0623'WEST OF A WELL-DEFINED DRY WASH, AND 47 FEET WEST OF THE
 FS0623'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED B 110 1934
 FS0623'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 FS0623'ABOVE GROUND.
 FS0623
 FS0623                          STATION RECOVERY (1969)
 FS0623
 FS0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0652 ***********************************************************************
 FS0652  DESIGNATION -  B 111 RESET
 FS0652  PID         -  FS0652
 FS0652  STATE/COUNTY-  NV/CLARK
 FS0652  USGS QUAD   -  SPIRIT MTN NW (1959)
 FS0652
 FS0652                         *CURRENT SURVEY CONTROL
 FS0652  ___________________________________________________________________
 FS0652* NAD 83(1986)-  35 29 32.     (N)    114 41 03.     (W)     SCALED    
 FS0652* NAVD 88     -       175.920  (meters)     577.16   (feet)  POSTED    
 FS0652  ___________________________________________________________________
 FS0652  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 FS0652  DYNAMIC HT  -         175.750 (meters)     576.61  (feet)  COMP
 FS0652  MODELED GRAV-     979,635.5   (mgal)                       NAVD 88
 FS0652
 FS0652  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0652
 FS0652.The horizontal coordinates were scaled from a topographic map and have
 FS0652.an estimated accuracy of +/- 6 seconds.
 FS0652
 FS0652.The orthometric height was determined by differential leveling
 FS0652.and adjusted by the National Geodetic Survey in 1992..
 FS0652.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0652.rate of 0.0 thru 1.0 mm/km.
 FS0652
 FS0652.The geoid height was determined by GEOID03.
 FS0652
 FS0652.The dynamic height is computed by dividing the NAVD 88
 FS0652.geopotential number by the normal gravity value computed on the
 FS0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0652.degrees latitude (g = 980.6199 gals.).
 FS0652
 FS0652.The modeled gravity was interpolated from observed gravity values.
 FS0652
 FS0652;                    North         East    Units  Estimated Accuracy
 FS0652;SPC NV E     - 8,082,710.      281,580.      MT  (+/- 180 meters Scaled)
 FS0652
 FS0652                          SUPERSEDED SURVEY CONTROL
 FS0652
 FS0652  NGVD 29 (??/??/92)  175.22   (m)          574.9    (f) COMPUTED    1 2
 FS0652
 FS0652.Superseded values are not recommended for survey control.
 FS0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0652.See file dsdata.txt to determine how the superseded data were derived.
 FS0652
 FS0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV100300(NAD 83)
 FS0652_MARKER: DB = BENCH MARK DISK
 FS0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0652_STAMPING: B 111 1934 RESET 1940
 FS0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0652+STABILITY: SURFACE MOTION
 FS0652
 FS0652  HISTORY     - Date     Condition        Report By
 FS0652  HISTORY     - 1940     MONUMENTED       CGS
 FS0652  HISTORY     - 1949     GOOD             NGS
 FS0652
 FS0652                          STATION DESCRIPTION
 FS0652
 FS0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0652'14.4 MI E FROM SEARCHLIGHT.
 FS0652'0.2 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 FS0652'SEARCHLIGHT, THENCE 14.2 MILES EAST ALONG THE COTTONWOOD LANDING
 FS0652'ROAD, ABOUT 100 YARDS SOUTHWEST OF THE APPROACH TO THE BOAT DOCK,
 FS0652'30 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTHWEST
 FS0652'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 FS0652'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0133 ***********************************************************************
 HP0133  DESIGNATION -  B 115
 HP0133  PID         -  HP0133
 HP0133  STATE/COUNTY-  NV/LINCOLN
 HP0133  USGS QUAD   -  HIKO (1973)
 HP0133
 HP0133                         *CURRENT SURVEY CONTROL
 HP0133  ___________________________________________________________________
 HP0133* NAD 83(1986)-  37 35 23.     (N)    115 13 28.     (W)     SCALED    
 HP0133* NAVD 88     -      1177.605  (meters)    3863.53   (feet)  ADJUSTED  
 HP0133  ___________________________________________________________________
 HP0133  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 HP0133  DYNAMIC HT  -        1176.357 (meters)    3859.43  (feet)  COMP
 HP0133  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 HP0133
 HP0133  VERT ORDER  -  SECOND    CLASS 0
 HP0133
 HP0133.The horizontal coordinates were scaled from a topographic map and have
 HP0133.an estimated accuracy of +/- 6 seconds.
 HP0133
 HP0133.The orthometric height was determined by differential leveling
 HP0133.and adjusted by the National Geodetic Survey in June 1991..
 HP0133
 HP0133.The geoid height was determined by GEOID03.
 HP0133
 HP0133.The dynamic height is computed by dividing the NAVD 88
 HP0133.geopotential number by the normal gravity value computed on the
 HP0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0133.degrees latitude (g = 980.6199 gals.).
 HP0133
 HP0133.The modeled gravity was interpolated from observed gravity values.
 HP0133
 HP0133;                    North         East    Units  Estimated Accuracy
 HP0133;SPC NV E     - 8,315,130.      231,690.      MT  (+/- 180 meters Scaled)
 HP0133
 HP0133                          SUPERSEDED SURVEY CONTROL
 HP0133
 HP0133  NGVD 29 (??/??/92) 1176.664  (m)         3860.44   (f) ADJ UNCH    2 0
 HP0133
 HP0133.Superseded values are not recommended for survey control.
 HP0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0133.See file dsdata.txt to determine how the superseded data were derived.
 HP0133
 HP0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB567617(NAD 83)
 HP0133_MARKER: DB = BENCH MARK DISK
 HP0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0133_STAMPING: B 115 1934
 HP0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0133+STABILITY: SURFACE MOTION
 HP0133
 HP0133  HISTORY     - Date     Condition        Report By
 HP0133  HISTORY     - 1934     MONUMENTED       CGS
 HP0133  HISTORY     - 1970     MARK NOT FOUND   USGS
 HP0133
 HP0133                          STATION DESCRIPTION
 HP0133
 HP0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0133'IN HIKO.
 HP0133'AT HIKO, LINCOLN COUNTY, ON THE ROAD LEADING TO CRYSTAL SPRINGS, ABOUT
 HP0133'580 FEET NORTH OF THE POST OFFICE, AND 42 FEET EAST OF THE CENTER LINE
 HP0133'OF THE ROAD.  A STANDARD DISK, STAMPED B 115 1934 AND SET IN THE TOP
 HP0133'OF A CONCRETE POST.
 HP0133
 HP0133                          STATION RECOVERY (1970)
 HP0133
 HP0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HP0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0108 ***********************************************************************
 JP0108  DESIGNATION -  B 116
 JP0108  PID         -  JP0108
 JP0108  STATE/COUNTY-  NV/NYE
 JP0108  USGS QUAD   -  WATER GAP NE (1985)
 JP0108
 JP0108                         *CURRENT SURVEY CONTROL
 JP0108  ___________________________________________________________________
 JP0108* NAD 83(1986)-  38 09 36.     (N)    115 15 57.     (W)     SCALED    
 JP0108* NAVD 88     -      1577.896  (meters)    5176.81   (feet)  ADJUSTED  
 JP0108  ___________________________________________________________________
 JP0108  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 JP0108  DYNAMIC HT  -        1576.195 (meters)    5171.23  (feet)  COMP
 JP0108  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 JP0108
 JP0108  VERT ORDER  -  SECOND    CLASS 0
 JP0108
 JP0108.The horizontal coordinates were scaled from a topographic map and have
 JP0108.an estimated accuracy of +/- 6 seconds.
 JP0108
 JP0108.The orthometric height was determined by differential leveling
 JP0108.and adjusted by the National Geodetic Survey in June 1991..
 JP0108
 JP0108.The geoid height was determined by GEOID03.
 JP0108
 JP0108.The dynamic height is computed by dividing the NAVD 88
 JP0108.geopotential number by the normal gravity value computed on the
 JP0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0108.degrees latitude (g = 980.6199 gals.).
 JP0108
 JP0108.The modeled gravity was interpolated from observed gravity values.
 JP0108
 JP0108;                    North         East    Units  Estimated Accuracy
 JP0108;SPC NV C     - 6,379,290.      622,760.      MT  (+/- 180 meters Scaled)
 JP0108
 JP0108                          SUPERSEDED SURVEY CONTROL
 JP0108
 JP0108  NGVD 29 (??/??/92) 1576.829  (m)         5173.31   (f) ADJ UNCH    2 0
 JP0108
 JP0108.Superseded values are not recommended for survey control.
 JP0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0108.See file dsdata.txt to determine how the superseded data were derived.
 JP0108
 JP0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC519249(NAD 83)
 JP0108_MARKER: DB = BENCH MARK DISK
 JP0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0108_STAMPING: B 116 1934
 JP0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0108+STABILITY: SURFACE MOTION
 JP0108
 JP0108  HISTORY     - Date     Condition        Report By
 JP0108  HISTORY     - 1934     MONUMENTED       CGS
 JP0108  HISTORY     - 1981     GOOD             USGS
 JP0108
 JP0108                          STATION DESCRIPTION
 JP0108
 JP0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0108'47.9 MI N FROM HIKO.
 JP0108'IN NYE COUNTY, ABOUT 47.9 MILES NORTH ALONG THE ROAD LEADING TO SHARP
 JP0108'FROM HIKO, LINCOLN COUNTY, ABOUT 1.4 MILES NORTH OF A ROAD CROSSING,
 JP0108'AND 40 FEET WEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 JP0108'STAMPED B 116 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JP0108
 JP0108                          STATION RECOVERY (1981)
 JP0108
 JP0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JP0108'IN NYE COUNTY, ABOUT 47.9 MILES NORTH ALONG THE ROAD LEADING TO SHARP
 JP0108'FROM HIKO, ABOUT 50.0 MILES WEST AND NORTH ON NEVADA HWY. 318 FROM
 JP0108'THE JCT. OF U.S. HIGHWAY 93 AND STATE HWY. 318 TO A SIGN POINTING TO
 JP0108'BRISTOL WELLS (EAST) AT A CROSS RD., THENCE 17.1 MILES SW ALONG A
 JP0108'GRADED DIRT RD. TO A X-RD., THENCE TURN RIGHT (NW) ALONG DIRT RD. FOR
 JP0108'0.9 MI. TO Y-RD. THENCE CONTINUE NW ALONG MAIN TRAVELED RD. FOR 0.5
 JP0108'MI. TO X-RD. , THENCE 2.6 MI., NW TO Y-RD., THENCE 2.3 MI. TO X-RD.,
 JP0108'THENCE CONTINUE NE ALONG TRACK RD. FOR 1.1 MI. TO X-RDS., THENCE 0.45
 JP0108'MI. NE ALONG TRACK RD., OLD RD., 0.25 MI. SW OF A T-R E., 40 FEET W.
 JP0108'OF CENTER LINE OF THE RD. A STANDARD DISK SET IN THE TOP OF A
 JP0108'CONCRETE POST AND STAMPED 'B 116 1934'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0220 ***********************************************************************
 HP0220  DESIGNATION -  B 117
 HP0220  PID         -  HP0220
 HP0220  STATE/COUNTY-  NV/LINCOLN
 HP0220  USGS QUAD   -  FALLOUT HILLS NW (1989)
 HP0220
 HP0220                         *CURRENT SURVEY CONTROL
 HP0220  ___________________________________________________________________
 HP0220* NAD 83(1986)-  37 11 03.     (N)    115 43 17.     (W)     SCALED    
 HP0220* NAVD 88     -      1418.218  (meters)    4652.94   (feet)  ADJUSTED  
 HP0220  ___________________________________________________________________
 HP0220  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 HP0220  DYNAMIC HT  -        1416.644 (meters)    4647.77  (feet)  COMP
 HP0220  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 HP0220
 HP0220  VERT ORDER  -  SECOND    CLASS 0
 HP0220
 HP0220.The horizontal coordinates were scaled from a topographic map and have
 HP0220.an estimated accuracy of +/- 6 seconds.
 HP0220
 HP0220.The orthometric height was determined by differential leveling
 HP0220.and adjusted by the National Geodetic Survey in June 1991..
 HP0220
 HP0220.The geoid height was determined by GEOID03.
 HP0220
 HP0220.The dynamic height is computed by dividing the NAVD 88
 HP0220.geopotential number by the normal gravity value computed on the
 HP0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0220.degrees latitude (g = 980.6199 gals.).
 HP0220
 HP0220.The modeled gravity was interpolated from observed gravity values.
 HP0220
 HP0220;                    North         East    Units  Estimated Accuracy
 HP0220;SPC NV E     - 8,270,070.      187,740.      MT  (+/- 180 meters Scaled)
 HP0220
 HP0220                          SUPERSEDED SURVEY CONTROL
 HP0220
 HP0220  NGVD 29 (??/??/92) 1417.263  (m)         4649.80   (f) ADJ UNCH    2 0
 HP0220
 HP0220.Superseded values are not recommended for survey control.
 HP0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0220.See file dsdata.txt to determine how the superseded data were derived.
 HP0220
 HP0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB134160(NAD 83)
 HP0220_MARKER: DB = BENCH MARK DISK
 HP0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0220_STAMPING: B 117 1934
 HP0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0220+STABILITY: SURFACE MOTION
 HP0220
 HP0220  HISTORY     - Date     Condition        Report By
 HP0220  HISTORY     - 1934     MONUMENTED       CGS
 HP0220  HISTORY     - 1959     MARK NOT FOUND   USGS
 HP0220
 HP0220                          STATION DESCRIPTION
 HP0220
 HP0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0220'10.1 MI S FROM GROOM.
 HP0220'10.1 MILES SOUTH ALONG THE INDIAN SPRINGS ROAD FROM GROOM, LINCOLN
 HP0220'COUNTY, AND 43 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 HP0220'DISK, STAMPED B 117 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HP0220
 HP0220                          STATION RECOVERY (1959)
 HP0220
 HP0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HP0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0071 ***********************************************************************
 JP0071  DESIGNATION -  B 118
 JP0071  PID         -  JP0071
 JP0071  STATE/COUNTY-  NV/WHITE PINE
 JP0071  USGS QUAD   -  LUND (1978)
 JP0071
 JP0071                         *CURRENT SURVEY CONTROL
 JP0071  ___________________________________________________________________
 JP0071* NAD 83(1986)-  38 45 53.     (N)    115 05 00.     (W)     SCALED    
 JP0071* NAVD 88     -      1650.079  (meters)    5413.63   (feet)  ADJUSTED  
 JP0071  ___________________________________________________________________
 JP0071  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 JP0071  DYNAMIC HT  -        1648.317 (meters)    5407.85  (feet)  COMP
 JP0071  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 JP0071
 JP0071  VERT ORDER  -  SECOND    CLASS 0
 JP0071
 JP0071.The horizontal coordinates were scaled from a topographic map and have
 JP0071.an estimated accuracy of +/- 6 seconds.
 JP0071
 JP0071.The orthometric height was determined by differential leveling
 JP0071.and adjusted by the National Geodetic Survey in June 1991..
 JP0071
 JP0071.The geoid height was determined by GEOID03.
 JP0071
 JP0071.The dynamic height is computed by dividing the NAVD 88
 JP0071.geopotential number by the normal gravity value computed on the
 JP0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0071.degrees latitude (g = 980.6199 gals.).
 JP0071
 JP0071.The modeled gravity was interpolated from observed gravity values.
 JP0071
 JP0071;                    North         East    Units  Estimated Accuracy
 JP0071;SPC NV E     - 8,445,600.      243,450.      MT  (+/- 180 meters Scaled)
 JP0071
 JP0071                          SUPERSEDED SURVEY CONTROL
 JP0071
 JP0071  NGVD 29 (??/??/92) 1648.902  (m)         5409.77   (f) ADJ UNCH    2 0
 JP0071
 JP0071.Superseded values are not recommended for survey control.
 JP0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0071.See file dsdata.txt to determine how the superseded data were derived.
 JP0071
 JP0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC665924(NAD 83)
 JP0071_MARKER: DB = BENCH MARK DISK
 JP0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0071_STAMPING: B 118 1934
 JP0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0071+STABILITY: SURFACE MOTION
 JP0071
 JP0071  HISTORY     - Date     Condition        Report By
 JP0071  HISTORY     - 1934     MONUMENTED       CGS
 JP0071
 JP0071                          STATION DESCRIPTION
 JP0071
 JP0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0071'10.4 MI S FROM PRESTON.
 JP0071'ABOUT 10.4 MILES SOUTH ALONG THE ROAD LEADING TO SHARP FROM PRESTON,
 JP0071'WHITE PINE COUNTY, ABOUT 180 YARDS SOUTH OF A CURVE, AND 40 FEET EAST
 JP0071'OF THE CENTER LINE OF THE ROAD.  STANDARD DISK, STAMPED B 118 1934 AND
 JP0071'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1114 ***********************************************************************
 KR1114  DESIGNATION -  B 119
 KR1114  PID         -  KR1114
 KR1114  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1114  USGS QUAD   -  GENOA (1994)
 KR1114
 KR1114                         *CURRENT SURVEY CONTROL
 KR1114  ___________________________________________________________________
 KR1114* NAD 83(1986)-  39 07 03.     (N)    119 46 26.     (W)     SCALED    
 KR1114* NAVD 88     -      1451.03   (+/-2cm)    4760.6    (feet)  VERTCON   
 KR1114  ___________________________________________________________________
 KR1114  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KR1114
 KR1114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1114
 KR1114.The horizontal coordinates were scaled from a topographic map and have
 KR1114.an estimated accuracy of +/- 6 seconds.
 KR1114
 KR1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1114.The vertical order pertains to the NGVD 29 superseded value.
 KR1114
 KR1114.The geoid height was determined by GEOID03.
 KR1114
 KR1114;                    North         East    Units  Estimated Accuracy
 KR1114;SPC NV W     - 4,485,320.      697,050.      MT  (+/- 180 meters Scaled)
 KR1114
 KR1114                          SUPERSEDED SURVEY CONTROL
 KR1114
 KR1114  NGVD 29 (??/??/92) 1449.894  (m)         4756.86   (f) ADJ UNCH    2 0
 KR1114
 KR1114.Superseded values are not recommended for survey control.
 KR1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1114.See file dsdata.txt to determine how the superseded data were derived.
 KR1114
 KR1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD601334(NAD 83)
 KR1114_MARKER: DB = BENCH MARK DISK
 KR1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1114_STAMPING: B 119 1934
 KR1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1114+STABILITY: SURFACE MOTION
 KR1114
 KR1114  HISTORY     - Date     Condition        Report By
 KR1114  HISTORY     - 1934     MONUMENTED       CGS
 KR1114  HISTORY     - 1951     GOOD             NGS
 KR1114  HISTORY     - 1970     MARK NOT FOUND   NGS
 KR1114
 KR1114                          STATION DESCRIPTION
 KR1114
 KR1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1114'3.3 MI S FROM CARSON CITY.
 KR1114'ABOUT 3.3 MILES SOUTH ALONG U. S. HIGHWAY 395 FROM THE STATE CAPITOL
 KR1114'AT CARSON CITY, NEAR THE EAST EDGE OF THE LARGE TRIANGLE FORMED BY THE
 KR1114'JUNCTION OF HIGHWAYS 50 AND 395, AT A POINT WHERE A POWER LINE CROSSES
 KR1114'OVER THE TRIANGLE, 175 1/2 FEET SOUTHWEST OF THE JUNCTION OF U. S.
 KR1114'HIGHWAY 395 AND AN ASPHALT ROAD LEADING EAST TO STEWART, 82.5 FEET
 KR1114'WEST OF THE CENTER LINE OF HIGHWAY 395, 39 FEET SOUTH OF THE CENTER
 KR1114'LINE OF A DIM TRACK ROAD LEADING THROUGH THE TRIANGLE, 6 1/2 FEET
 KR1114'NORTHEAST OF POWER LINE POLE NO. 5738, 2 FEET SOUTHEAST OF A WITNESS
 KR1114'POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 KR1114'CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
 KR1114
 KR1114                          STATION RECOVERY (1970)
 KR1114
 KR1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KR1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0458 ***********************************************************************
 MT0458  DESIGNATION -  B 12
 MT0458  PID         -  MT0458
 MT0458  STATE/COUNTY-  NV/ELKO
 MT0458  USGS QUAD   -  HOT SPRINGS CREEK (1980)
 MT0458
 MT0458                         *CURRENT SURVEY CONTROL
 MT0458  ___________________________________________________________________
 MT0458* NAD 83(1986)-  41 22 21.     (N)    115 21 36.     (W)     SCALED    
 MT0458* NAVD 88     -      1944.384  (meters)    6379.20   (feet)  ADJUSTED  
 MT0458  ___________________________________________________________________
 MT0458  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 MT0458  DYNAMIC HT  -        1942.758 (meters)    6373.87  (feet)  COMP
 MT0458  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 MT0458
 MT0458  VERT ORDER  -  SECOND    CLASS 0
 MT0458
 MT0458.The horizontal coordinates were scaled from a topographic map and have
 MT0458.an estimated accuracy of +/- 6 seconds.
 MT0458
 MT0458.The orthometric height was determined by differential leveling
 MT0458.and adjusted by the National Geodetic Survey in June 1991..
 MT0458
 MT0458.The geoid height was determined by GEOID03.
 MT0458
 MT0458.The dynamic height is computed by dividing the NAVD 88
 MT0458.geopotential number by the normal gravity value computed on the
 MT0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0458.degrees latitude (g = 980.6199 gals.).
 MT0458
 MT0458.The modeled gravity was interpolated from observed gravity values.
 MT0458
 MT0458;                    North         East    Units  Estimated Accuracy
 MT0458;SPC NV E     - 8,735,030.      218,680.      MT  (+/- 180 meters Scaled)
 MT0458
 MT0458                          SUPERSEDED SURVEY CONTROL
 MT0458
 MT0458  NGVD 29 (??/??/92) 1943.142  (m)         6375.12   (f) ADJ UNCH    2 0
 MT0458
 MT0458.Superseded values are not recommended for survey control.
 MT0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0458.See file dsdata.txt to determine how the superseded data were derived.
 MT0458
 MT0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF371814(NAD 83)
 MT0458_MARKER: DD = SURVEY DISK
 MT0458_SETTING: 80 = SET IN A BOULDER
 MT0458_STAMPING: B-12 1933
 MT0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0458+STABILITY: SURFACE MOTION
 MT0458
 MT0458  HISTORY     - Date     Condition        Report By
 MT0458  HISTORY     - 1933     MONUMENTED       USGS
 MT0458  HISTORY     - 1934     GOOD             NGS
 MT0458
 MT0458                          STATION DESCRIPTION
 MT0458
 MT0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0458'19.9 MI S FROM CHARLESTON.
 MT0458'19.9 MILES SOUTH OF PUMTY RANCH HOUSE AT CHARLESTON IN TOP OF LARGE
 MT0458'SAND STONE BOULDER.  ON TOP OF HILL.  34 FEET NORTHWEST OF THE
 MT0458'CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0204 ***********************************************************************
 KP0204  DESIGNATION -  B 121
 KP0204  PID         -  KP0204
 KP0204  STATE/COUNTY-  NV/NYE
 KP0204  USGS QUAD   -  BULL FORK (1990)
 KP0204
 KP0204                         *CURRENT SURVEY CONTROL
 KP0204  ___________________________________________________________________
 KP0204* NAD 83(1986)-  39 04 53.     (N)    115 46 31.     (W)     SCALED    
 KP0204* NAVD 88     -      1867.370  (meters)    6126.53   (feet)  ADJUSTED  
 KP0204  ___________________________________________________________________
 KP0204  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 KP0204  DYNAMIC HT  -        1865.414 (meters)    6120.11  (feet)  COMP
 KP0204  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 KP0204
 KP0204  VERT ORDER  -  SECOND    CLASS 0
 KP0204
 KP0204.The horizontal coordinates were scaled from a topographic map and have
 KP0204.an estimated accuracy of +/- 6 seconds.
 KP0204
 KP0204.The orthometric height was determined by differential leveling
 KP0204.and adjusted by the National Geodetic Survey in June 1991..
 KP0204
 KP0204.The geoid height was determined by GEOID03.
 KP0204
 KP0204.The dynamic height is computed by dividing the NAVD 88
 KP0204.geopotential number by the normal gravity value computed on the
 KP0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0204.degrees latitude (g = 980.6199 gals.).
 KP0204
 KP0204.The modeled gravity was interpolated from observed gravity values.
 KP0204
 KP0204;                    North         East    Units  Estimated Accuracy
 KP0204;SPC NV C     - 6,481,010.      577,120.      MT  (+/- 180 meters Scaled)
 KP0204
 KP0204                          SUPERSEDED SURVEY CONTROL
 KP0204
 KP0204  NGVD 29 (??/??/92) 1866.138  (m)         6122.49   (f) ADJ UNCH    2 0
 KP0204
 KP0204.Superseded values are not recommended for survey control.
 KP0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0204.See file dsdata.txt to determine how the superseded data were derived.
 KP0204
 KP0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD059265(NAD 83)
 KP0204_MARKER: DB = BENCH MARK DISK
 KP0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0204_STAMPING: B 121 1934
 KP0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0204+STABILITY: SURFACE MOTION
 KP0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0204+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 KP0204
 KP0204  HISTORY     - Date     Condition        Report By
 KP0204  HISTORY     - 1934     MONUMENTED       CGS
 KP0204  HISTORY     - 20010604 GOOD             NVGS
 KP0204
 KP0204                          STATION DESCRIPTION
 KP0204
 KP0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0204'15.1 MI N FROM DUCKWATER.
 KP0204'15.1 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 KP0204'DUCKWATER, NYE COUNTY, NEAR THE POINT AT WHICH THE HIGHWAY LEAVES A
 KP0204'LONG CANYON, AND 60 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY. A
 KP0204'STANDARD DISK, STAMPED B 121 1934 AND SET IN THE TOP OF A CONCRETE
 KP0204'POST.
 KP0204
 KP0204                          STATION RECOVERY (2001)
 KP0204
 KP0204'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (PEY)
 KP0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0212 ***********************************************************************
 JQ0212  DESIGNATION -  B 127
 JQ0212  PID         -  JQ0212
 JQ0212  STATE/COUNTY-  NV/NYE
 JQ0212  USGS QUAD   -  SEYLER PEAK (1971)
 JQ0212
 JQ0212                         *CURRENT SURVEY CONTROL
 JQ0212  ___________________________________________________________________
 JQ0212* NAD 83(1986)-  38 32 47.     (N)    117 13 59.     (W)     SCALED    
 JQ0212* NAVD 88     -      1737.084  (meters)    5699.08   (feet)  ADJUSTED  
 JQ0212  ___________________________________________________________________
 JQ0212  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 JQ0212  DYNAMIC HT  -        1735.195 (meters)    5692.89  (feet)  COMP
 JQ0212  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 JQ0212
 JQ0212  VERT ORDER  -  SECOND    CLASS 0
 JQ0212
 JQ0212.The horizontal coordinates were scaled from a topographic map and have
 JQ0212.an estimated accuracy of +/- 6 seconds.
 JQ0212
 JQ0212.The orthometric height was determined by differential leveling
 JQ0212.and adjusted by the National Geodetic Survey in June 1991..
 JQ0212
 JQ0212.The geoid height was determined by GEOID03.
 JQ0212
 JQ0212.The dynamic height is computed by dividing the NAVD 88
 JQ0212.geopotential number by the normal gravity value computed on the
 JQ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0212.degrees latitude (g = 980.6199 gals.).
 JQ0212
 JQ0212.The modeled gravity was interpolated from observed gravity values.
 JQ0212
 JQ0212;                    North         East    Units  Estimated Accuracy
 JQ0212;SPC NV C     - 6,421,400.      450,630.      MT  (+/- 180 meters Scaled)
 JQ0212
 JQ0212                          SUPERSEDED SURVEY CONTROL
 JQ0212
 JQ0212  NGVD 29 (??/??/92) 1735.832  (m)         5694.98   (f) ADJ UNCH    2 0
 JQ0212
 JQ0212.Superseded values are not recommended for survey control.
 JQ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0212.See file dsdata.txt to determine how the superseded data were derived.
 JQ0212
 JQ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC796664(NAD 83)
 JQ0212_MARKER: DB = BENCH MARK DISK
 JQ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0212_STAMPING: B 127 1934
 JQ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0212+STABILITY: SURFACE MOTION
 JQ0212
 JQ0212  HISTORY     - Date     Condition        Report By
 JQ0212  HISTORY     - 1934     MONUMENTED       CGS
 JQ0212  HISTORY     - 1971     GOOD             USGS
 JQ0212
 JQ0212                          STATION DESCRIPTION
 JQ0212
 JQ0212'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JQ0212'12.0 MI SW FROM MANHATTAN.
 JQ0212'MANHATTAN, 6.7 MILES WEST OF-- THENCE 2.9 MILES SOUTH.  THENCE WEST
 JQ0212'2.2 MILES TO OLD ROUTE 8A.  THENCE NORTH 0.2 MILES.  30 FEET WEST OF
 JQ0212'THE CENTERLINE OF THE ROAD.  A STANDARD DISK STAMPED B 127 1934 SET IN
 JQ0212'THE TOP OF A CONCRETE POST PROJECTING 0.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0103 ***********************************************************************
 JQ0103  DESIGNATION -  B 129
 JQ0103  PID         -  JQ0103
 JQ0103  STATE/COUNTY-  NV/NYE
 JQ0103  USGS QUAD   -  MC INTYRE SUMMIT (1971)
 JQ0103
 JQ0103                         *CURRENT SURVEY CONTROL
 JQ0103  ___________________________________________________________________
 JQ0103* NAD 83(1986)-  38 28 14.     (N)    116 30 46.     (W)     SCALED    
 JQ0103* NAVD 88     -      2006.270  (meters)    6582.24   (feet)  ADJUSTED  
 JQ0103  ___________________________________________________________________
 JQ0103  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 JQ0103  DYNAMIC HT  -        2003.976 (meters)    6574.71  (feet)  COMP
 JQ0103  MODELED GRAV-     979,413.5   (mgal)                       NAVD 88
 JQ0103
 JQ0103  VERT ORDER  -  SECOND    CLASS 0
 JQ0103
 JQ0103.The horizontal coordinates were scaled from a topographic map and have
 JQ0103.an estimated accuracy of +/- 6 seconds.
 JQ0103
 JQ0103.The orthometric height was determined by differential leveling
 JQ0103.and adjusted by the National Geodetic Survey in June 1991..
 JQ0103
 JQ0103.The geoid height was determined by GEOID03.
 JQ0103
 JQ0103.The dynamic height is computed by dividing the NAVD 88
 JQ0103.geopotential number by the normal gravity value computed on the
 JQ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0103.degrees latitude (g = 980.6199 gals.).
 JQ0103
 JQ0103.The modeled gravity was interpolated from observed gravity values.
 JQ0103
 JQ0103;                    North         East    Units  Estimated Accuracy
 JQ0103;SPC NV C     - 6,412,840.      513,430.      MT  (+/- 180 meters Scaled)
 JQ0103
 JQ0103                          SUPERSEDED SURVEY CONTROL
 JQ0103
 JQ0103  NGVD 29 (??/??/92) 2004.992  (m)         6578.04   (f) ADJ UNCH    2 0
 JQ0103
 JQ0103.Superseded values are not recommended for survey control.
 JQ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0103.See file dsdata.txt to determine how the superseded data were derived.
 JQ0103
 JQ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC425581(NAD 83)
 JQ0103_MARKER: DB = BENCH MARK DISK
 JQ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0103_STAMPING: B 129 1934
 JQ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0103+STABILITY: SURFACE MOTION
 JQ0103
 JQ0103  HISTORY     - Date     Condition        Report By
 JQ0103  HISTORY     - 1934     MONUMENTED       CGS
 JQ0103  HISTORY     - 1937     GOOD             NGS
 JQ0103
 JQ0103                          STATION DESCRIPTION
 JQ0103
 JQ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0103'13.4 MI NW FROM HOT CREEK RANCH.
 JQ0103'ABOUT 13.4 MILES NORTHWEST ALONG THE ROAD LEADING TO THE JUNCTION OF
 JQ0103'THE TYBO-MCCANN SUMMIT ROAD FROM THE WILLIAMS RANCH HOUSE AT HOT CREEK
 JQ0103'RANCH, NYE COUNTY, ABOUT 1/4 MILE SOUTH OF A SMALL HILL WHICH THE ROAD
 JQ0103'SKIRTS, ABOUT 100 YARDS SOUTH OF THE CROSSING OF A WASH, AND 19 FEET
 JQ0103'EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED B 129
 JQ0103'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JQ0103
 JQ0103                          STATION RECOVERY (1937)
 JQ0103
 JQ0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 JQ0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0460 ***********************************************************************
 MT0460  DESIGNATION -  B 13
 MT0460  PID         -  MT0460
 MT0460  STATE/COUNTY-  NV/ELKO
 MT0460  USGS QUAD   -  HANKS CREEK NE (1967)
 MT0460
 MT0460                         *CURRENT SURVEY CONTROL
 MT0460  ___________________________________________________________________
 MT0460* NAD 83(1986)-  41 23 46.     (N)    115 22 32.     (W)     SCALED    
 MT0460* NAVD 88     -      1972.786  (meters)    6472.38   (feet)  ADJUSTED  
 MT0460  ___________________________________________________________________
 MT0460  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 MT0460  DYNAMIC HT  -        1971.122 (meters)    6466.92  (feet)  COMP
 MT0460  MODELED GRAV-     979,708.7   (mgal)                       NAVD 88
 MT0460
 MT0460  VERT ORDER  -  SECOND    CLASS 0
 MT0460
 MT0460.The horizontal coordinates were scaled from a topographic map and have
 MT0460.an estimated accuracy of +/- 6 seconds.
 MT0460
 MT0460.The orthometric height was determined by differential leveling
 MT0460.and adjusted by the National Geodetic Survey in June 1991..
 MT0460
 MT0460.The geoid height was determined by GEOID03.
 MT0460
 MT0460.The dynamic height is computed by dividing the NAVD 88
 MT0460.geopotential number by the normal gravity value computed on the
 MT0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0460.degrees latitude (g = 980.6199 gals.).
 MT0460
 MT0460.The modeled gravity was interpolated from observed gravity values.
 MT0460
 MT0460;                    North         East    Units  Estimated Accuracy
 MT0460;SPC NV E     - 8,737,650.      217,380.      MT  (+/- 180 meters Scaled)
 MT0460
 MT0460                          SUPERSEDED SURVEY CONTROL
 MT0460
 MT0460  NGVD 29 (??/??/92) 1971.523  (m)         6468.24   (f) ADJ UNCH    2 0
 MT0460
 MT0460.Superseded values are not recommended for survey control.
 MT0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0460.See file dsdata.txt to determine how the superseded data were derived.
 MT0460
 MT0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF357840(NAD 83)
 MT0460_MARKER: DD = SURVEY DISK
 MT0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0460_STAMPING: B-13 1933
 MT0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0460+STABILITY: SURFACE MOTION
 MT0460
 MT0460  HISTORY     - Date     Condition        Report By
 MT0460  HISTORY     - 1933     MONUMENTED       USGS
 MT0460  HISTORY     - 1934     GOOD             NGS
 MT0460
 MT0460                          STATION DESCRIPTION
 MT0460
 MT0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0460'17.8 MI S FROM CHARLESTON.
 MT0460'17.8 MILES SOUTH OF PUMTY RANCH HOUSE AT CHARLESTON ON TOP OF HILL
 MT0460'OVERLOOKING WANTS CREEK BASIN.  77 FEET EAST OF FENCE LINE.  39 FEET
 MT0460'SOUTHWEST OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0605 ***********************************************************************
 HQ0605  DESIGNATION -  B 130
 HQ0605  PID         -  HQ0605
 HQ0605  STATE/COUNTY-  NV/ESMERALDA
 HQ0605  USGS QUAD   -  LIDA (1968)
 HQ0605
 HQ0605                         *CURRENT SURVEY CONTROL
 HQ0605  ___________________________________________________________________
 HQ0605* NAD 83(1986)-  37 26 45.     (N)    117 27 26.     (W)     SCALED    
 HQ0605* NAVD 88     -      1737.246  (meters)    5699.61   (feet)  ADJUSTED  
 HQ0605  ___________________________________________________________________
 HQ0605  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 HQ0605  DYNAMIC HT  -        1735.237 (meters)    5693.02  (feet)  COMP
 HQ0605  MODELED GRAV-     979,412.2   (mgal)                       NAVD 88
 HQ0605
 HQ0605  VERT ORDER  -  SECOND    CLASS 0
 HQ0605
 HQ0605.The horizontal coordinates were scaled from a topographic map and have
 HQ0605.an estimated accuracy of +/- 6 seconds.
 HQ0605
 HQ0605.The orthometric height was determined by differential leveling
 HQ0605.and adjusted by the National Geodetic Survey in June 1991..
 HQ0605
 HQ0605.The geoid height was determined by GEOID03.
 HQ0605
 HQ0605.The dynamic height is computed by dividing the NAVD 88
 HQ0605.geopotential number by the normal gravity value computed on the
 HQ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0605.degrees latitude (g = 980.6199 gals.).
 HQ0605
 HQ0605.The modeled gravity was interpolated from observed gravity values.
 HQ0605
 HQ0605;                    North         East    Units  Estimated Accuracy
 HQ0605;SPC NV W     - 4,299,700.      899,640.      MT  (+/- 180 meters Scaled)
 HQ0605
 HQ0605                          SUPERSEDED SURVEY CONTROL
 HQ0605
 HQ0605  NGVD 29 (??/??/92) 1736.129  (m)         5695.95   (f) ADJ UNCH    2 0
 HQ0605
 HQ0605.Superseded values are not recommended for survey control.
 HQ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0605.See file dsdata.txt to determine how the superseded data were derived.
 HQ0605
 HQ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB595444(NAD 83)
 HQ0605_MARKER: DB = BENCH MARK DISK
 HQ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0605_STAMPING: B-130 1934
 HQ0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0605+STABILITY: SURFACE MOTION
 HQ0605
 HQ0605  HISTORY     - Date     Condition        Report By
 HQ0605  HISTORY     - 1934     MONUMENTED       CGS
 HQ0605  HISTORY     - 1938     GOOD             NGS
 HQ0605
 HQ0605                          STATION DESCRIPTION
 HQ0605
 HQ0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HQ0605'2.4 MI NE FROM LIDA.
 HQ0605'ALONG A ROAD FROM GOLDFIELD TO BIGPINE, CALIF.  225 FEET SOUTHEAST
 HQ0605'OF AN OLD STONE CABIN BUILT INTO THE HILL SIDE, 23 FEET SOUTH
 HQ0605'OF THE CENTER OF THE ROAD.  A STANDARD DISK SET IN A CONCRETE
 HQ0605'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0043 ***********************************************************************
 JR0043  DESIGNATION -  B 132
 JR0043  PID         -  JR0043
 JR0043  STATE/COUNTY-  NV/MINERAL
 JR0043  USGS QUAD   -  AURORA (1989)
 JR0043
 JR0043                         *CURRENT SURVEY CONTROL
 JR0043  ___________________________________________________________________
 JR0043* NAD 83(1986)-  38 22 12.     (N)    118 55 12.     (W)     SCALED    
 JR0043* NAVD 88     -      1832.34   (+/-2cm)    6011.6    (feet)  VERTCON   
 JR0043  ___________________________________________________________________
 JR0043  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 JR0043
 JR0043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0043
 JR0043.The horizontal coordinates were scaled from a topographic map and have
 JR0043.an estimated accuracy of +/- 6 seconds.
 JR0043
 JR0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0043.The vertical order pertains to the NGVD 29 superseded value.
 JR0043
 JR0043.The geoid height was determined by GEOID03.
 JR0043
 JR0043;                    North         East    Units  Estimated Accuracy
 JR0043;SPC NV W     - 4,401,720.      770,580.      MT  (+/- 180 meters Scaled)
 JR0043
 JR0043                          SUPERSEDED SURVEY CONTROL
 JR0043
 JR0043  NGVD 29 (??/??/92) 1831.036  (m)         6007.32   (f) ADJ UNCH    2 0
 JR0043
 JR0043.Superseded values are not recommended for survey control.
 JR0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0043.See file dsdata.txt to determine how the superseded data were derived.
 JR0043
 JR0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC322486(NAD 83)
 JR0043_MARKER: DB = BENCH MARK DISK
 JR0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0043_STAMPING: B 132 1934
 JR0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0043+STABILITY: SURFACE MOTION
 JR0043
 JR0043  HISTORY     - Date     Condition        Report By
 JR0043  HISTORY     - 1934     MONUMENTED       CGS
 JR0043  HISTORY     - 1940     GOOD             NGS
 JR0043
 JR0043                          STATION DESCRIPTION
 JR0043
 JR0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0043'1.6 MI NW FROM FLETCHERS STATION.
 JR0043'1.6 MILES NORTHWEST ALONG THE WELLINGTON ROAD FROM FLETCHERS
 JR0043'STATION, MINERAL COUNTY, 26 FEET SOUTHWEST OF THE CENTERLINE OF
 JR0043'THE ROAD, AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD
 JR0043'DISK, STAMPED B 132 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR0952 ***********************************************************************
 HR0952  DESIGNATION -  B 133
 HR0952  PID         -  HR0952
 HR0952  STATE/COUNTY-  NV/MINERAL
 HR0952  USGS QUAD   -  MT MONTGOMERY (1994)
 HR0952
 HR0952                         *CURRENT SURVEY CONTROL
 HR0952  ___________________________________________________________________
 HR0952* NAD 83(1986)-  37 59 54.     (N)    118 17 06.     (W)     SCALED    
 HR0952* NAVD 88     -      1991.90   (+/-2cm)    6535.1    (feet)  VERTCON   
 HR0952  ___________________________________________________________________
 HR0952  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 HR0952
 HR0952  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0952
 HR0952.The horizontal coordinates were scaled from a topographic map and have
 HR0952.an estimated accuracy of +/- 6 seconds.
 HR0952
 HR0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0952.The vertical order pertains to the NGVD 29 superseded value.
 HR0952
 HR0952.The geoid height was determined by GEOID03.
 HR0952
 HR0952;                    North         East    Units  Estimated Accuracy
 HR0952;SPC NV W     - 4,360,460.      826,200.      MT  (+/- 180 meters Scaled)
 HR0952
 HR0952                          SUPERSEDED SURVEY CONTROL
 HR0952
 HR0952  NGVD 29 (??/??/92) 1990.547  (m)         6530.65   (f) ADJ UNCH    1 2
 HR0952
 HR0952.Superseded values are not recommended for survey control.
 HR0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0952.See file dsdata.txt to determine how the superseded data were derived.
 HR0952
 HR0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC871064(NAD 83)
 HR0952_MARKER: DB = BENCH MARK DISK
 HR0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0952_SP_SET: CONCRETE POST
 HR0952_STAMPING: B 133 1955
 HR0952_MARK LOGO: CGS   
 HR0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0952+STABILITY: SURFACE MOTION
 HR0952
 HR0952  HISTORY     - Date     Condition        Report By
 HR0952  HISTORY     - 1955     MONUMENTED       CGS
 HR0952  HISTORY     - 1986     MARK NOT FOUND   NGS
 HR0952
 HR0952                          STATION DESCRIPTION
 HR0952
 HR0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HR0952'1.6 KM (1.00 MI) SW FROM BASALT.
 HR0952'1.0 MI SW ALONG U.S. HIGHWAY 6 FROM THE T-JUNCTION OF STATE HIGHWAY 10
 HR0952'AT BASALT, ON THE OUTSIDE OF A CURVE, ON THE TOP OF A LOW FLAT RIDGE,
 HR0952'76.8 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.5 FT EAST OF A
 HR0952'WITNESS POST, ABOUT 3.5 FT LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 HR0952'OF A CONCRETE POST PROJECTING 0.3 FT ABOVE THE GROUND.
 HR0952
 HR0952                          STATION RECOVERY (1986)
 HR0952
 HR0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0952'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR1249 ***********************************************************************
 HR1249  DESIGNATION -  B 133 RESET
 HR1249  PID         -  HR1249
 HR1249  STATE/COUNTY-  NV/MINERAL
 HR1249  USGS QUAD   -  MT MONTGOMERY (1994)
 HR1249
 HR1249                         *CURRENT SURVEY CONTROL
 HR1249  ___________________________________________________________________
 HR1249* NAD 83(1986)-  37 59 52.     (N)    118 17 07.     (W)     SCALED    
 HR1249* NAVD 88     -      1992.792  (meters)    6538.02   (feet)  ADJUSTED  
 HR1249  ___________________________________________________________________
 HR1249  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 HR1249  DYNAMIC HT  -        1990.443 (meters)    6530.31  (feet)  COMP
 HR1249  MODELED GRAV-     979,379.2   (mgal)                       NAVD 88
 HR1249
 HR1249  VERT ORDER  -  FIRST     CLASS II
 HR1249
 HR1249.The horizontal coordinates were scaled from a topographic map and have
 HR1249.an estimated accuracy of +/- 6 seconds.
 HR1249
 HR1249.The orthometric height was determined by differential leveling
 HR1249.and adjusted by the National Geodetic Survey in June 1991..
 HR1249
 HR1249.The geoid height was determined by GEOID03.
 HR1249
 HR1249.The dynamic height is computed by dividing the NAVD 88
 HR1249.geopotential number by the normal gravity value computed on the
 HR1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1249.degrees latitude (g = 980.6199 gals.).
 HR1249
 HR1249.The modeled gravity was interpolated from observed gravity values.
 HR1249
 HR1249;                    North         East    Units  Estimated Accuracy
 HR1249;SPC NV W     - 4,360,400.      826,180.      MT  (+/- 180 meters Scaled)
 HR1249
 HR1249                          SUPERSEDED SURVEY CONTROL
 HR1249
 HR1249.No superseded survey control is available for this station.
 HR1249
 HR1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC871063(NAD 83)
 HR1249_MARKER: DB = BENCH MARK DISK
 HR1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR1249_SP_SET: CONCRETE POST
 HR1249_STAMPING: B 133 RESET 1960
 HR1249_MARK LOGO: CGS   
 HR1249_PROJECTION: PROJECTING 5 CENTIMETERS
 HR1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR1249+STABILITY: SURFACE MOTION
 HR1249
 HR1249  HISTORY     - Date     Condition        Report By
 HR1249  HISTORY     - 1960     MONUMENTED       NVDH
 HR1249  HISTORY     - 1986     GOOD             NGS
 HR1249
 HR1249                          STATION DESCRIPTION
 HR1249
 HR1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HR1249'4.0 KM (2.5 MI) NE FROM MOUNT MONTGOMERY.
 HR1249'4.0 KM (2.5 MI) NORTHEAST ALONG STATE HIGHWAY 6 FROM THE BAR AND CAFE
 HR1249'AT MOUNT MONTGOMERY, AT THE CROSSING OF A TELEPHONE LINE, 17.1 METERS
 HR1249'(56 FT) SOUTHEAST OF BENCH MARK L 443, 15.8 METERS (52 FT) SOUTH OF A
 HR1249'TELEPHONE POLE, 42.7 METERS (140 FT) SOUTH OF THE EAST END OF A STEEL
 HR1249'GUARDRAIL.
 HR1249'THE MARK IS 2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0234 ***********************************************************************
 JQ0234  DESIGNATION -  B 134
 JQ0234  PID         -  JQ0234
 JQ0234  STATE/COUNTY-  NV/ESMERALDA
 JQ0234  USGS QUAD   -  MT BUTTE (1987)
 JQ0234
 JQ0234                         *CURRENT SURVEY CONTROL
 JQ0234  ___________________________________________________________________
 JQ0234* NAD 83(1986)-  38 00 07.     (N)    117 20 07.     (W)     SCALED    
 JQ0234* NAVD 88     -      1610.377  (meters)    5283.38   (feet)  ADJUSTED  
 JQ0234  ___________________________________________________________________
 JQ0234  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 JQ0234  DYNAMIC HT  -        1608.597 (meters)    5277.54  (feet)  COMP
 JQ0234  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 JQ0234
 JQ0234  VERT ORDER  -  FIRST     CLASS II
 JQ0234
 JQ0234.The horizontal coordinates were scaled from a topographic map and have
 JQ0234.an estimated accuracy of +/- 6 seconds.
 JQ0234
 JQ0234.The orthometric height was determined by differential leveling
 JQ0234.and adjusted by the National Geodetic Survey in June 1991..
 JQ0234
 JQ0234.The geoid height was determined by GEOID03.
 JQ0234
 JQ0234.The dynamic height is computed by dividing the NAVD 88
 JQ0234.geopotential number by the normal gravity value computed on the
 JQ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0234.degrees latitude (g = 980.6199 gals.).
 JQ0234
 JQ0234.The modeled gravity was interpolated from observed gravity values.
 JQ0234
 JQ0234;                    North         East    Units  Estimated Accuracy
 JQ0234;SPC NV W     - 4,361,550.      909,610.      MT  (+/- 180 meters Scaled)
 JQ0234
 JQ0234                          SUPERSEDED SURVEY CONTROL
 JQ0234
 JQ0234  NGVD 29 (??/??/92) 1609.215  (m)         5279.57   (f) ADJ UNCH    1 2
 JQ0234
 JQ0234.Superseded values are not recommended for survey control.
 JQ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0234.See file dsdata.txt to determine how the superseded data were derived.
 JQ0234
 JQ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC705060(NAD 83)
 JQ0234_MARKER: DB = BENCH MARK DISK
 JQ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0234_STAMPING: B 134 1955
 JQ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0234+STABILITY: SURFACE MOTION
 JQ0234
 JQ0234  HISTORY     - Date     Condition        Report By
 JQ0234  HISTORY     - 1955     MONUMENTED       CGS
 JQ0234  HISTORY     - 1985     GOOD             USGS
 JQ0234
 JQ0234                          STATION DESCRIPTION
 JQ0234
 JQ0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JQ0234'10.6 MI SW FROM TONOPAH.
 JQ0234'2.2 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT TONOPAH,
 JQ0234'THENCE 8.4 MILES SOUTHWEST ALONG AN ABANDONED TONOPAH AND GOLDFIELD
 JQ0234'RAILROAD BED, 121 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A DRY
 JQ0234'WASH, 100 FEET EAST OF AND ACROSS THE ROAD FROM THE CENTER LINE OF THE
 JQ0234'RAILROAD BED, 41 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 2.5
 JQ0234'FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE RAILROAD BED
 JQ0234'AND THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 JQ0234'FOOT ABOVE THE GROUND.
 JQ0234
 JQ0234                          STATION RECOVERY (1985)
 JQ0234
 JQ0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JQ0234'TONOPAH POST OFFICE (MAIN ST. AND BRYAN AVE.) 3.5 MILES NORTHWEST OF,
 JQ0234'ALONG U.S. HWY. 6 AND 95 TO T-RDS, THENCE 0.2 MILE SOUTHWEST TO
 JQ0234'RD.-FK. AT X-ING OF OLD RAILROAD GRADE, THENCE (LEFT FK.) 2.35 MILES
 JQ0234'SOUTHWEST ALONG ROAD PARALLELING OLD RAILROAD GRADE TO X-RDS., THENCE
 JQ0234'(LEFT FK.) SOUTHWEST 5.4 MILES ALONG ROAD PARALLELING OLD RAILROAD
 JQ0234'GRADE, TO RD.-FK. LEADING NORTHWEST TO C AND GS BENCH MARK X-348,
 JQ0234'THENCE (STRAIGHT AHEAD) SOUTH 1.1 MILE ALONG ROAD PARALLELING OLD
 JQ0234'RAILROAD GRADE, THENCE SOUTH 0.3 MILE ALONG ROAD ON OLD RAILROAD
 JQ0234'GRADE, 121 FEET NORTHEAST OF APPROX CENTER OF A DIM ROAD PARALLELING
 JQ0234'OLD RAILROAD GRADE, 2.5 FEET SOUTHWEST OF A WHITE WOOD WITNESS POST,
 JQ0234'AND ABOUT LEVEL WITH THE OLD RAILROAD GRADE AND THE ROAD. A STANDARD
 JQ0234'DISK, STAMP 'B 134 1953' AND SET IN THE TOP OF A CONCRETE POST
 JQ0234'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0352 ***********************************************************************
 HQ0352  DESIGNATION -  B 135
 HQ0352  PID         -  HQ0352
 HQ0352  STATE/COUNTY-  NV/NYE
 HQ0352  USGS QUAD   -  GOLDFIELD (1987)
 HQ0352
 HQ0352                         *CURRENT SURVEY CONTROL
 HQ0352  ___________________________________________________________________
 HQ0352* NAD 83(1986)-  37 38 38.     (N)    117 08 19.     (W)     SCALED    
 HQ0352* NAVD 88     -      1583.115  (meters)    5193.94   (feet)  ADJUSTED  
 HQ0352  ___________________________________________________________________
 HQ0352  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 HQ0352  DYNAMIC HT  -        1581.355 (meters)    5188.16  (feet)  COMP
 HQ0352  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 HQ0352
 HQ0352  VERT ORDER  -  FIRST     CLASS II
 HQ0352
 HQ0352.The horizontal coordinates were scaled from a topographic map and have
 HQ0352.an estimated accuracy of +/- 6 seconds.
 HQ0352
 HQ0352.The orthometric height was determined by differential leveling
 HQ0352.and adjusted by the National Geodetic Survey in June 1991..
 HQ0352
 HQ0352.The geoid height was determined by GEOID03.
 HQ0352
 HQ0352.The dynamic height is computed by dividing the NAVD 88
 HQ0352.geopotential number by the normal gravity value computed on the
 HQ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0352.degrees latitude (g = 980.6199 gals.).
 HQ0352
 HQ0352.The modeled gravity was interpolated from observed gravity values.
 HQ0352
 HQ0352;                    North         East    Units  Estimated Accuracy
 HQ0352;SPC NV C     - 6,321,190.      458,350.      MT  (+/- 180 meters Scaled)
 HQ0352
 HQ0352                          SUPERSEDED SURVEY CONTROL
 HQ0352
 HQ0352  NGVD 29 (??/??/92) 1582.003  (m)         5190.29   (f) ADJ UNCH    1 2
 HQ0352
 HQ0352.Superseded values are not recommended for survey control.
 HQ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0352.See file dsdata.txt to determine how the superseded data were derived.
 HQ0352
 HQ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB877663(NAD 83)
 HQ0352_MARKER: DB = BENCH MARK DISK
 HQ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0352_STAMPING: B 135 1955
 HQ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0352+STABILITY: SURFACE MOTION
 HQ0352
 HQ0352  HISTORY     - Date     Condition        Report By
 HQ0352  HISTORY     - 1955     MONUMENTED       CGS
 HQ0352
 HQ0352                          STATION DESCRIPTION
 HQ0352
 HQ0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0352'8.8 MI SE FROM GOLDFIELD.
 HQ0352'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE AT
 HQ0352'GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD, THENCE
 HQ0352'3.2 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS AND
 HQ0352'TONOPAH RAILROAD, AT THE SOUTH END OF A LONG DEEP FILL, 34 1/2
 HQ0352'FEET EAST OF THE CENTER LINE OF THE RAILROAD BED, 2.4 FEET WEST
 HQ0352'OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE RAILROAD BED,
 HQ0352'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 HQ0352'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0112 ***********************************************************************
 GR0112  DESIGNATION -  B 136
 GR0112  PID         -  GR0112
 GR0112  STATE/COUNTY-  NV/CLARK
 GR0112  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0112
 GR0112                         *CURRENT SURVEY CONTROL
 GR0112  ___________________________________________________________________
 GR0112* NAD 83(1986)-  36 47 26.     (N)    114 07 34.     (W)     SCALED    
 GR0112* NAVD 88     -       479.511  (meters)    1573.20   (feet)  POSTED    
 GR0112  ___________________________________________________________________
 GR0112  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 GR0112  DYNAMIC HT  -         479.040 (meters)    1571.65  (feet)  COMP
 GR0112  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 GR0112
 GR0112  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0112
 GR0112.The horizontal coordinates were scaled from a topographic map and have
 GR0112.an estimated accuracy of +/- 6 seconds.
 GR0112
 GR0112.The orthometric height was determined by differential leveling
 GR0112.and adjusted by the National Geodetic Survey in 1992..
 GR0112.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0112.rate of 0.0 thru 1.0 mm/km.
 GR0112
 GR0112.The geoid height was determined by GEOID03.
 GR0112
 GR0112.The dynamic height is computed by dividing the NAVD 88
 GR0112.geopotential number by the normal gravity value computed on the
 GR0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0112.degrees latitude (g = 980.6199 gals.).
 GR0112
 GR0112.The modeled gravity was interpolated from observed gravity values.
 GR0112
 GR0112;                    North         East    Units  Estimated Accuracy
 GR0112;SPC NV E     - 8,227,380.      330,060.      MT  (+/- 180 meters Scaled)
 GR0112
 GR0112                          SUPERSEDED SURVEY CONTROL
 GR0112
 GR0112  NGVD 29 (??/??/92)  478.818  (m)         1570.92   (f) ADJ UNCH    2 0
 GR0112
 GR0112.Superseded values are not recommended for survey control.
 GR0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0112.See file dsdata.txt to determine how the superseded data were derived.
 GR0112
 GR0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA564754(NAD 83)
 GR0112_MARKER: DD = SURVEY DISK
 GR0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0112_SP_SET: CONCRETE BLOCK
 GR0112_STAMPING: SEE TEXT
 GR0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0112
 GR0112  HISTORY     - Date     Condition        Report By
 GR0112  HISTORY     - 1957     MONUMENTED       NVDH
 GR0112  HISTORY     - 1957     GOOD             NGS
 GR0112  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0112
 GR0112                          STATION DESCRIPTION
 GR0112
 GR0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0112'3.05 MI W FROM MESQUITE.
 GR0112'3.05 MILE WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0112'50 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 2 1/2 FEET SOUTH OF A
 GR0112'ROUND BLACK AND WHITE IRON REFERENCE POST PROJECTING 18 INCHES. A
 GR0112'STANDARD DISK SET IN A ROUND CONCRETE BLOCK FLUSH WITH THE GROUND.
 GR0112'STAMPED DIST 50 FT STA F 458 + 91.91 POT ANGLE 90 O B 136 1957.
 GR0112
 GR0112                          STATION RECOVERY (1982)
 GR0112
 GR0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0142 ***********************************************************************
 GR0142  DESIGNATION -  B 137
 GR0142  PID         -  GR0142
 GR0142  STATE/COUNTY-  NV/CLARK
 GR0142  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0142
 GR0142                         *CURRENT SURVEY CONTROL
 GR0142  ___________________________________________________________________
 GR0142* NAD 83(1986)-  36 45 56.     (N)    114 12 01.     (W)     SCALED    
 GR0142* NAVD 88     -       503.734  (meters)    1652.67   (feet)  POSTED    
 GR0142  ___________________________________________________________________
 GR0142  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 GR0142  DYNAMIC HT  -         503.240 (meters)    1651.05  (feet)  COMP
 GR0142  MODELED GRAV-     979,638.6   (mgal)                       NAVD 88
 GR0142
 GR0142  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0142
 GR0142.The horizontal coordinates were scaled from a topographic map and have
 GR0142.an estimated accuracy of +/- 6 seconds.
 GR0142
 GR0142.The orthometric height was determined by differential leveling
 GR0142.and adjusted by the National Geodetic Survey in 1992..
 GR0142.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0142.rate of 0.0 thru 1.0 mm/km.
 GR0142
 GR0142.The geoid height was determined by GEOID03.
 GR0142
 GR0142.The dynamic height is computed by dividing the NAVD 88
 GR0142.geopotential number by the normal gravity value computed on the
 GR0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0142.degrees latitude (g = 980.6199 gals.).
 GR0142
 GR0142.The modeled gravity was interpolated from observed gravity values.
 GR0142
 GR0142;                    North         East    Units  Estimated Accuracy
 GR0142;SPC NV E     - 8,224,510.      323,480.      MT  (+/- 180 meters Scaled)
 GR0142
 GR0142                          SUPERSEDED SURVEY CONTROL
 GR0142
 GR0142  NGVD 29 (??/??/92)  503.042  (m)         1650.40   (f) ADJ UNCH    2 0
 GR0142
 GR0142.Superseded values are not recommended for survey control.
 GR0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0142.See file dsdata.txt to determine how the superseded data were derived.
 GR0142
 GR0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA498725(NAD 83)
 GR0142_MARKER: DD = SURVEY DISK
 GR0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0142_STAMPING: SEE TEXT
 GR0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0142+STABILITY: SURFACE MOTION
 GR0142
 GR0142  HISTORY     - Date     Condition        Report By
 GR0142  HISTORY     - 1957     MONUMENTED       NVDH
 GR0142  HISTORY     - 1957     GOOD             NGS
 GR0142  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0142
 GR0142                          STATION DESCRIPTION
 GR0142
 GR0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0142'8.25 MI W FROM MESQUITE.
 GR0142'8.25 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0142'MESQUITE, 50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.6 FEET
 GR0142'NORTH OF A ROUND BLACK AND WHITE IRON REFERENCE POST, SET IN A
 GR0142'CONCRETE POST FLUSH WITH THE GROUND.  STAMPED DIST 50 FT STA 203 +
 GR0142'79.96 POT ANGLE 90 O B 137 1957 ELEV 1650.58.
 GR0142
 GR0142                          STATION RECOVERY (1982)
 GR0142
 GR0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0167 ***********************************************************************
 GR0167  DESIGNATION -  B 138
 GR0167  PID         -  GR0167
 GR0167  STATE/COUNTY-  NV/CLARK
 GR0167  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0167
 GR0167                         *CURRENT SURVEY CONTROL
 GR0167  ___________________________________________________________________
 GR0167* NAD 83(1986)-  36 46 41.     (N)    114 15 53.     (W)     SCALED    
 GR0167* NAVD 88     -       664.765  (meters)    2180.98   (feet)  POSTED    
 GR0167  ___________________________________________________________________
 GR0167  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 GR0167  DYNAMIC HT  -         664.110 (meters)    2178.83  (feet)  COMP
 GR0167  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 GR0167
 GR0167  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0167
 GR0167.The horizontal coordinates were scaled from a topographic map and have
 GR0167.an estimated accuracy of +/- 6 seconds.
 GR0167
 GR0167.The orthometric height was determined by differential leveling
 GR0167.and adjusted by the National Geodetic Survey in 1992..
 GR0167.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0167.rate of 0.0 thru 1.0 mm/km.
 GR0167
 GR0167.The geoid height was determined by GEOID03.
 GR0167
 GR0167.The dynamic height is computed by dividing the NAVD 88
 GR0167.geopotential number by the normal gravity value computed on the
 GR0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0167.degrees latitude (g = 980.6199 gals.).
 GR0167
 GR0167.The modeled gravity was interpolated from observed gravity values.
 GR0167
 GR0167;                    North         East    Units  Estimated Accuracy
 GR0167;SPC NV E     - 8,225,810.      317,700.      MT  (+/- 180 meters Scaled)
 GR0167
 GR0167                          SUPERSEDED SURVEY CONTROL
 GR0167
 GR0167  NGVD 29 (??/??/92)  664.066  (m)         2178.69   (f) ADJ UNCH    2 0
 GR0167
 GR0167.Superseded values are not recommended for survey control.
 GR0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0167.See file dsdata.txt to determine how the superseded data were derived.
 GR0167
 GR0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA441737(NAD 83)
 GR0167_MARKER: DD = SURVEY DISK
 GR0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0167_STAMPING: SEE TEXT
 GR0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0167+STABILITY: SURFACE MOTION
 GR0167
 GR0167  HISTORY     - Date     Condition        Report By
 GR0167  HISTORY     - 1957     MONUMENTED       NVDH
 GR0167  HISTORY     - 1957     GOOD             NGS
 GR0167
 GR0167                          STATION DESCRIPTION
 GR0167
 GR0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0167'11.9 MI W FROM MESQUITE.
 GR0167'11.9 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0167'MESQUITE, 1.75 MILES WEST OF THE RIVERSIDE ROAD JUNCTION, 160.98 FEET
 GR0167'NORTH OF THE SOUTH RIGHT OF WAY MARKER POST, 30 FEET NORTH OF A WHITE
 GR0167'AND GREEN RIGHT OF WAY FENCE, ABOUT 0.05 MILE EAST OF CATTLE GUARD AT
 GR0167'SUMMIT OF MORMON MESA, 39.02 FEET SOUTH OF CENTER LINE OF HIGHWAY. SET
 GR0167'IN TOP OF CONCRETE POST FLUSH WITH SURFACE OF GROUND.  STAMPED DIST
 GR0167'39.02 STA F 8 + 81.62 PC ANGLE 90 O BM B 138 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0194 ***********************************************************************
 GR0194  DESIGNATION -  B 139
 GR0194  PID         -  GR0194
 GR0194  STATE/COUNTY-  NV/CLARK
 GR0194  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0194
 GR0194                         *CURRENT SURVEY CONTROL
 GR0194  ___________________________________________________________________
 GR0194* NAD 83(1986)-  36 45 29.     (N)    114 22 20.     (W)     SCALED    
 GR0194* NAVD 88     -       629.128  (meters)    2064.06   (feet)  POSTED    
 GR0194  ___________________________________________________________________
 GR0194  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 GR0194  DYNAMIC HT  -         628.510 (meters)    2062.04  (feet)  COMP
 GR0194  MODELED GRAV-     979,627.8   (mgal)                       NAVD 88
 GR0194
 GR0194  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0194
 GR0194.The horizontal coordinates were scaled from a topographic map and have
 GR0194.an estimated accuracy of +/- 6 seconds.
 GR0194
 GR0194.The orthometric height was determined by differential leveling
 GR0194.and adjusted by the National Geodetic Survey in 1992..
 GR0194.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0194.rate of 0.0 thru 1.0 mm/km.
 GR0194
 GR0194.The geoid height was determined by GEOID03.
 GR0194
 GR0194.The dynamic height is computed by dividing the NAVD 88
 GR0194.geopotential number by the normal gravity value computed on the
 GR0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0194.degrees latitude (g = 980.6199 gals.).
 GR0194
 GR0194.The modeled gravity was interpolated from observed gravity values.
 GR0194
 GR0194;                    North         East    Units  Estimated Accuracy
 GR0194;SPC NV E     - 8,223,460.      308,140.      MT  (+/- 180 meters Scaled)
 GR0194
 GR0194                          SUPERSEDED SURVEY CONTROL
 GR0194
 GR0194  NGVD 29 (??/??/92)  628.435  (m)         2061.79   (f) ADJ UNCH    2 0
 GR0194
 GR0194.Superseded values are not recommended for survey control.
 GR0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0194.See file dsdata.txt to determine how the superseded data were derived.
 GR0194
 GR0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA345712(NAD 83)
 GR0194_MARKER: DD = SURVEY DISK
 GR0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0194_SP_SET: CONCRETE BLOCK
 GR0194_STAMPING: SEE TEXT
 GR0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0194
 GR0194  HISTORY     - Date     Condition        Report By
 GR0194  HISTORY     - 1957     MONUMENTED       NVDH
 GR0194  HISTORY     - 1957     GOOD             NGS
 GR0194
 GR0194                          STATION DESCRIPTION
 GR0194
 GR0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0194'17.9 MI SW FROM MESQUITE.
 GR0194'17.9 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0194'OFFICE IN MESQUITE, 10.25 MILES EASTERLY FROM THE JUNCTION WITH STATE
 GR0194'ROUTE 12, 150.14 FEET SOUTH OF THE NORTH ROAD RIGHT-OF-WAY MARKER
 GR0194'POST, 49.86 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A STANDARD
 GR0194'DISK SET IN A CONCRETE BLOCK FLUSH WITH THE GROUND SURFACE AND ABOUT
 GR0194'20 INCHES IN DIAMETER.  STAMPED DIST 49.86 STA D 439 + 81.19 POT ANGLE
 GR0194'90 O B 139 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0461 ***********************************************************************
 MT0461  DESIGNATION -  B 14
 MT0461  PID         -  MT0461
 MT0461  STATE/COUNTY-  NV/ELKO
 MT0461  USGS QUAD   -  STAG MOUNTAIN (1967)
 MT0461
 MT0461                         *CURRENT SURVEY CONTROL
 MT0461  ___________________________________________________________________
 MT0461* NAD 83(1986)-  41 25 13.     (N)    115 23 00.     (W)     SCALED    
 MT0461* NAVD 88     -      1974.570  (meters)    6478.24   (feet)  ADJUSTED  
 MT0461  ___________________________________________________________________
 MT0461  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 MT0461  DYNAMIC HT  -        1972.917 (meters)    6472.81  (feet)  COMP
 MT0461  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 MT0461
 MT0461  VERT ORDER  -  SECOND    CLASS 0
 MT0461
 MT0461.The horizontal coordinates were scaled from a topographic map and have
 MT0461.an estimated accuracy of +/- 6 seconds.
 MT0461
 MT0461.The orthometric height was determined by differential leveling
 MT0461.and adjusted by the National Geodetic Survey in June 1991..
 MT0461
 MT0461.The geoid height was determined by GEOID03.
 MT0461
 MT0461.The dynamic height is computed by dividing the NAVD 88
 MT0461.geopotential number by the normal gravity value computed on the
 MT0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0461.degrees latitude (g = 980.6199 gals.).
 MT0461
 MT0461.The modeled gravity was interpolated from observed gravity values.
 MT0461
 MT0461;                    North         East    Units  Estimated Accuracy
 MT0461;SPC NV E     - 8,740,340.      216,720.      MT  (+/- 180 meters Scaled)
 MT0461
 MT0461                          SUPERSEDED SURVEY CONTROL
 MT0461
 MT0461  NGVD 29 (??/??/92) 1973.317  (m)         6474.12   (f) ADJ UNCH    2 0
 MT0461
 MT0461.Superseded values are not recommended for survey control.
 MT0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0461.See file dsdata.txt to determine how the superseded data were derived.
 MT0461
 MT0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF350866(NAD 83)
 MT0461_MARKER: DD = SURVEY DISK
 MT0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0461_STAMPING: B-14 1933
 MT0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0461+STABILITY: SURFACE MOTION
 MT0461
 MT0461  HISTORY     - Date     Condition        Report By
 MT0461  HISTORY     - 1933     MONUMENTED       USGS
 MT0461  HISTORY     - 1934     GOOD             NGS
 MT0461
 MT0461                          STATION DESCRIPTION
 MT0461
 MT0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0461'16.0 MI S FROM CHARLESTON.
 MT0461'16.0 MILES SOUTH OF PUMTY RANCH HOUSE AT CHARLESTON ON TOP OF ROLLING
 MT0461'HILL.  AND AT NORTH END OF LONG S CURVE IN ROAD.  46 FEET SOUTHEAST OF
 MT0461'THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0228 ***********************************************************************
 GR0228  DESIGNATION -  B 140
 GR0228  PID         -  GR0228
 GR0228  STATE/COUNTY-  NV/CLARK
 GR0228  USGS QUAD   -  OVERTON NW (1983)
 GR0228
 GR0228                         *CURRENT SURVEY CONTROL
 GR0228  ___________________________________________________________________
 GR0228* NAD 83(1986)-  36 42 57.     (N)    114 28 00.     (W)     SCALED    
 GR0228* NAVD 88     -       633.077  (meters)    2077.02   (feet)  POSTED    
 GR0228  ___________________________________________________________________
 GR0228  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 GR0228  DYNAMIC HT  -         632.460 (meters)    2075.00  (feet)  COMP
 GR0228  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 GR0228
 GR0228  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0228
 GR0228.The horizontal coordinates were scaled from a topographic map and have
 GR0228.an estimated accuracy of +/- 6 seconds.
 GR0228
 GR0228.The orthometric height was determined by differential leveling
 GR0228.and adjusted by the National Geodetic Survey in 1992..
 GR0228.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0228.rate of 4.1 thru 8.0 mm/km.
 GR0228
 GR0228.The geoid height was determined by GEOID03.
 GR0228
 GR0228.The dynamic height is computed by dividing the NAVD 88
 GR0228.geopotential number by the normal gravity value computed on the
 GR0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0228.degrees latitude (g = 980.6199 gals.).
 GR0228
 GR0228.The modeled gravity was interpolated from observed gravity values.
 GR0228
 GR0228;                    North         East    Units  Estimated Accuracy
 GR0228;SPC NV E     - 8,218,680.      299,760.      MT  (+/- 180 meters Scaled)
 GR0228
 GR0228                          SUPERSEDED SURVEY CONTROL
 GR0228
 GR0228  NGVD 29 (??/??/92)  632.406  (m)         2074.82   (f) ADJ UNCH    2 0
 GR0228
 GR0228.Superseded values are not recommended for survey control.
 GR0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0228.See file dsdata.txt to determine how the superseded data were derived.
 GR0228
 GR0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA262663(NAD 83)
 GR0228_MARKER: DD = SURVEY DISK
 GR0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0228_STAMPING: SEE TEXT
 GR0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0228+STABILITY: SURFACE MOTION
 GR0228
 GR0228  HISTORY     - Date     Condition        Report By
 GR0228  HISTORY     - 1957     MONUMENTED       NVDH
 GR0228  HISTORY     - 1957     GOOD             NGS
 GR0228  HISTORY     - 1979     GOOD             USGS
 GR0228
 GR0228                          STATION DESCRIPTION
 GR0228
 GR0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0228'23.8 MI SW FROM MESQUITE.
 GR0228'23.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0228'MESQUITE, 4.35 MILES EAST FROM THE JUNCTION WITH STATE ROUTE 12, 150.1
 GR0228'FEET SOUTH OF THE NORTH RIGHT-OF-WAY MARKER POST, 117 FEET NORTHEAST
 GR0228'OF CONCRETE CULVERT NO. D 118 + 80, 49.9 FEET NORTH OF THE CENTER LINE
 GR0228'OF THE HIGHWAY, SET IN A CONCRETE POST FLUSH WITH THE GROUND. STAMPED
 GR0228'DIST 49.90 STA 119 + 91.75 POT ANGLE 90 O B 140 1957.
 GR0228
 GR0228                          STATION RECOVERY (1979)
 GR0228
 GR0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0228'JUNCTION OF INTERSTATE 15 AND STATE ROUTE 12. 4.4 MILES NE ALONG
 GR0228'INTERSTATE 15. 50 FEET NORTH OF THE CENTERLINE OF THE NORTH BOUND
 GR0228'LANES. A NEVADA HIGHWAY DEPT. TABLET STAMPED DIST 49.90 STA 119+91.75
 GR0228'POT ANGLE 90 DEG B 140 1957 AND SET IN THE TOP OF A CONCRETE POST
 GR0228'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0982 ***********************************************************************
 GR0982  DESIGNATION -  B 141
 GR0982  PID         -  GR0982
 GR0982  STATE/COUNTY-  NV/CLARK
 GR0982  USGS QUAD   -  VALLEY (1982)
 GR0982
 GR0982                         *CURRENT SURVEY CONTROL
 GR0982  ___________________________________________________________________
 GR0982* NAD 83(1986)-  36 17 17.     (N)    115 00 19.     (W)     SCALED    
 GR0982* NAVD 88     -       637.520  (meters)    2091.60   (feet)  POSTED    
 GR0982  ___________________________________________________________________
 GR0982  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 GR0982  DYNAMIC HT  -         636.870 (meters)    2089.46  (feet)  COMP
 GR0982  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 GR0982
 GR0982  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0982
 GR0982.The horizontal coordinates were scaled from a topographic map and have
 GR0982.an estimated accuracy of +/- 6 seconds.
 GR0982
 GR0982.The orthometric height was determined by differential leveling
 GR0982.and adjusted by the National Geodetic Survey in 1992..
 GR0982.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0982.rate of 0.0 thru 1.0 mm/km.
 GR0982
 GR0982.The geoid height was determined by GEOID03.
 GR0982
 GR0982.The dynamic height is computed by dividing the NAVD 88
 GR0982.geopotential number by the normal gravity value computed on the
 GR0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0982.degrees latitude (g = 980.6199 gals.).
 GR0982
 GR0982.The modeled gravity was interpolated from observed gravity values.
 GR0982
 GR0982;                    North         East    Units  Estimated Accuracy
 GR0982;SPC NV E     - 8,170,790.      251,920.      MT  (+/- 180 meters Scaled)
 GR0982
 GR0982                          SUPERSEDED SURVEY CONTROL
 GR0982
 GR0982  NGVD 29 (??/??/92)  636.837  (m)         2089.36   (f) ADJ UNCH    2 0
 GR0982
 GR0982.Superseded values are not recommended for survey control.
 GR0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0982.See file dsdata.txt to determine how the superseded data were derived.
 GR0982
 GR0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA791177(NAD 83)
 GR0982_MARKER: DB = BENCH MARK DISK
 GR0982_SETTING: 0 = UNSPECIFIED SETTING
 GR0982_STAMPING: B 141 1957
 GR0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0982
 GR0982  HISTORY     - Date     Condition        Report By
 GR0982  HISTORY     - 1957     MONUMENTED       CGS
 GR0982
 GR0982                          STATION DESCRIPTION
 GR0982
 GR0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0982'10.35 MI NE FROM NORTH LAS VEGAS.
 GR0982'9.35 MILES NORTHEAST ON U.S. HIGHWAY 91 FROM THE POST OFFICE IN NORTH
 GR0982'LAS VEGAS, THENCE 1.0 MILE WEST OF HIGHWAY, 0.7 MILE SOUTHEAST OF
 GR0982'POWER LINE, 9 FEET NORTHEAST OF WITNESS POST.  MARK IS ON LINE AND
 GR0982'MIDWAY BETWEEN TRIANGULATION STATIONS JET 1957 AND HAM (G.L.O.) 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0529 ***********************************************************************
 LQ0529  DESIGNATION -  B 142
 LQ0529  PID         -  LQ0529
 LQ0529  STATE/COUNTY-  NV/ELKO
 LQ0529  USGS QUAD   -  RYNDON (1982)
 LQ0529
 LQ0529                         *CURRENT SURVEY CONTROL
 LQ0529  ___________________________________________________________________
 LQ0529* NAD 83(1986)-  40 56 57.     (N)    115 32 40.     (W)     SCALED    
 LQ0529* NAVD 88     -      1582.979  (meters)    5193.49   (feet)  ADJUSTED  
 LQ0529  ___________________________________________________________________
 LQ0529  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 LQ0529  DYNAMIC HT  -        1581.671 (meters)    5189.20  (feet)  COMP
 LQ0529  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 LQ0529
 LQ0529  VERT ORDER  -  FIRST     CLASS II
 LQ0529
 LQ0529.The horizontal coordinates were scaled from a topographic map and have
 LQ0529.an estimated accuracy of +/- 6 seconds.
 LQ0529
 LQ0529.The orthometric height was determined by differential leveling
 LQ0529.and adjusted by the National Geodetic Survey in June 1991..
 LQ0529
 LQ0529.The geoid height was determined by GEOID03.
 LQ0529
 LQ0529.The dynamic height is computed by dividing the NAVD 88
 LQ0529.geopotential number by the normal gravity value computed on the
 LQ0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0529.degrees latitude (g = 980.6199 gals.).
 LQ0529
 LQ0529.The modeled gravity was interpolated from observed gravity values.
 LQ0529
 LQ0529;                    North         East    Units  Estimated Accuracy
 LQ0529;SPC NV E     - 8,688,000.      203,270.      MT  (+/- 180 meters Scaled)
 LQ0529
 LQ0529                          SUPERSEDED SURVEY CONTROL
 LQ0529
 LQ0529  NGVD 29 (??/??/92) 1581.820  (m)         5189.69   (f) ADJ UNCH    1 2
 LQ0529
 LQ0529.Superseded values are not recommended for survey control.
 LQ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0529.See file dsdata.txt to determine how the superseded data were derived.
 LQ0529
 LQ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF225341(NAD 83)
 LQ0529_MARKER: DB = BENCH MARK DISK
 LQ0529_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LQ0529_STAMPING: B 142 1957
 LQ0529_MARK LOGO: CGS   
 LQ0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0529+STABILITY: SURFACE MOTION
 LQ0529
 LQ0529  HISTORY     - Date     Condition        Report By
 LQ0529  HISTORY     - 1957     MONUMENTED       CGS
 LQ0529  HISTORY     - 1984     GOOD             NGS
 LQ0529
 LQ0529                          STATION DESCRIPTION
 LQ0529
 LQ0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0529'15.0 MI NE FROM ELKO.
 LQ0529'15.0 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0529'IDAHO STREETS AT ELKO, 30.9 FEET NORTH OF CENTER LINE OF HIGHWAY, SET
 LQ0529'IN TOP OF THE EAST END OF THE NORTH HEADWALL OF CONCRETE BRIDGE NO.
 LQ0529'B49 UNDER THE HIGHWAY, 11.4 FEET SOUTHWEST OF WITNESS POST.
 LQ0529
 LQ0529                          STATION RECOVERY (1984)
 LQ0529
 LQ0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0529'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.15 KM
 LQ0529'(8.85 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE COURTHOUSE AT
 LQ0529'ELKO, THENCE 10.75 KM (6.7 MI) NORTHEAST ALONG INTERSTATE 80, IN TOP
 LQ0529'OF AND 0.5 METER (1.5 FT) WEST OF THE EAST END OF THE NORTH HEADWALL
 LQ0529'FOR A TRIPLE CHANNEL BOX CULVERT UNDER THE SOUTH FRONTAGE ROAD,
 LQ0529'0.65 KM (0.4 MI) EAST OF MILEPOST 317, 16.0 METERS (52.5 FT) SOUTH OF
 LQ0529'THE EAST BOUND HIGHWAY CENTERLINE AND 9.4 METERS (31 FT) NORTH OF THE
 LQ0529'CENTER OF THE FRONTAGE ROAD.
 LQ0529'THE MARK IS 0.2 M BELOW THE FRONTAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0268 ***********************************************************************
 MT0268  DESIGNATION -  B 143
 MT0268  PID         -  MT0268
 MT0268  STATE/COUNTY-  NV/ELKO
 MT0268  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0268
 MT0268                         *CURRENT SURVEY CONTROL
 MT0268  ___________________________________________________________________
 MT0268* NAD 83(1986)-  41 06 23.     (N)    114 52 08.     (W)     SCALED    
 MT0268* NAVD 88     -      1850.005  (meters)    6069.56   (feet)  ADJUSTED  
 MT0268  ___________________________________________________________________
 MT0268  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 MT0268  DYNAMIC HT  -        1848.440 (meters)    6064.42  (feet)  COMP
 MT0268  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 MT0268
 MT0268  VERT ORDER  -  FIRST     CLASS II
 MT0268
 MT0268.The horizontal coordinates were scaled from a topographic map and have
 MT0268.an estimated accuracy of +/- 6 seconds.
 MT0268
 MT0268.The orthometric height was determined by differential leveling
 MT0268.and adjusted by the National Geodetic Survey in June 1991..
 MT0268
 MT0268.The geoid height was determined by GEOID03.
 MT0268
 MT0268.The dynamic height is computed by dividing the NAVD 88
 MT0268.geopotential number by the normal gravity value computed on the
 MT0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0268.degrees latitude (g = 980.6199 gals.).
 MT0268
 MT0268.The modeled gravity was interpolated from observed gravity values.
 MT0268
 MT0268;                    North         East    Units  Estimated Accuracy
 MT0268;SPC NV E     - 8,705,710.      260,010.      MT  (+/- 180 meters Scaled)
 MT0268
 MT0268                          SUPERSEDED SURVEY CONTROL
 MT0268
 MT0268  NGVD 29 (??/??/92) 1848.808  (m)         6065.63   (f) ADJ UNCH    1 2
 MT0268
 MT0268.Superseded values are not recommended for survey control.
 MT0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0268.See file dsdata.txt to determine how the superseded data were derived.
 MT0268
 MT0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF789527(NAD 83)
 MT0268_MARKER: DB = BENCH MARK DISK
 MT0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0268_STAMPING: B 143 1957
 MT0268_MARK LOGO: CGS   
 MT0268_PROJECTION: PROJECTING 15 CENTIMETERS
 MT0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0268+STABILITY: SURFACE MOTION
 MT0268
 MT0268  HISTORY     - Date     Condition        Report By
 MT0268  HISTORY     - 1957     MONUMENTED       CGS
 MT0268  HISTORY     - 1984     GOOD             NGS
 MT0268
 MT0268                          STATION DESCRIPTION
 MT0268
 MT0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0268'5.65 MI E FROM WELLS.
 MT0268'5.6 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0268'AVE. AND U.S. HIGHWAY 40 AT WELLS, THENCE 0.05 MILE SOUTH OF HIGHWAY
 MT0268'UNDER TELEPHONE LINE, 11.0 FEET NORTHEAST OF TELEPHONE POLE, 6.0 FEET
 MT0268'NORTHEAST OF WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 6
 MT0268'INCHES ABOVE GROUND SURFACE.
 MT0268
 MT0268                          STATION RECOVERY (1984)
 MT0268
 MT0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0268'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.75 KM
 MT0268'(4.85 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE OVER US
 MT0268'HIGHWAY 93 AT WELLS, 0.6 KM (0.4 MI) WEST OF MILEPOST 357, AT THE WEST
 MT0268'EDGE OF A GROVE OF UTAH CEDAR TREES, 125.9 METERS (413 FT) SOUTH OF
 MT0268'THE WEST BOUND HIGHWAY CENTERLINE, 64.9 METERS (213 FT) SOUTH OF THE
 MT0268'RIGHT OF WAY FENCE, 3.2 METERS (10.5 FT) EAST OF A TELEPHONE POLE AND
 MT0268'3.0 METERS (10 FT) SOUTH OF THE CENTER OF THE TELEPHONE SERVICE ROAD.
 MT0268'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 MT0268'THE MARK IS 3.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0090 ***********************************************************************
 LQ0090  DESIGNATION -  B 144
 LQ0090  PID         -  LQ0090
 LQ0090  STATE/COUNTY-  NV/ELKO
 LQ0090  USGS QUAD   -  SILVER ZONE PASS (1982)
 LQ0090
 LQ0090                         *CURRENT SURVEY CONTROL
 LQ0090  ___________________________________________________________________
 LQ0090* NAD 83(1986)-  40 54 04.     (N)    114 16 06.     (W)     SCALED    
 LQ0090* NAVD 88     -      1581.829  (meters)    5189.72   (feet)  ADJUSTED  
 LQ0090  ___________________________________________________________________
 LQ0090  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 LQ0090  DYNAMIC HT  -        1580.567 (meters)    5185.58  (feet)  COMP
 LQ0090  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 LQ0090
 LQ0090  VERT ORDER  -  SECOND    CLASS 0
 LQ0090
 LQ0090.The horizontal coordinates were scaled from a topographic map and have
 LQ0090.an estimated accuracy of +/- 6 seconds.
 LQ0090
 LQ0090.The orthometric height was determined by differential leveling
 LQ0090.and adjusted by the National Geodetic Survey in June 1991..
 LQ0090
 LQ0090.The geoid height was determined by GEOID03.
 LQ0090
 LQ0090.The dynamic height is computed by dividing the NAVD 88
 LQ0090.geopotential number by the normal gravity value computed on the
 LQ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0090.degrees latitude (g = 980.6199 gals.).
 LQ0090
 LQ0090.The modeled gravity was interpolated from observed gravity values.
 LQ0090
 LQ0090;                    North         East    Units  Estimated Accuracy
 LQ0090;SPC NV E     - 8,683,500.      310,790.      MT  (+/- 180 meters Scaled)
 LQ0090
 LQ0090                          SUPERSEDED SURVEY CONTROL
 LQ0090
 LQ0090  NGVD 29 (??/??/92) 1580.798  (m)         5186.33   (f) ADJ UNCH    2 0
 LQ0090
 LQ0090.Superseded values are not recommended for survey control.
 LQ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0090.See file dsdata.txt to determine how the superseded data were derived.
 LQ0090
 LQ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF300313(NAD 83)
 LQ0090_MARKER: DB = BENCH MARK DISK
 LQ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0090_STAMPING: B 144 1957
 LQ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0090+STABILITY: SURFACE MOTION
 LQ0090
 LQ0090  HISTORY     - Date     Condition        Report By
 LQ0090  HISTORY     - 1957     MONUMENTED       CGS
 LQ0090  HISTORY     - 1958     GOOD             NGS
 LQ0090
 LQ0090                          STATION DESCRIPTION
 LQ0090
 LQ0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0090'14.8 MI SE FROM OASIS.
 LQ0090'14.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 93.0 FEET
 LQ0090'SOUTHWEST OF CENTERLINE OF HIGHWAY, 8.0 FEET SOUTHEAST OF WITNESS
 LQ0090'POST, SET IN A ROUND CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND
 LQ0090'SURFACE.
 LQ0090
 LQ0090                          STATION RECOVERY (1958)
 LQ0090
 LQ0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0043 ***********************************************************************
 LS0043  DESIGNATION -  B 145
 LS0043  PID         -  LS0043
 LS0043  STATE/COUNTY-  NV/PERSHING
 LS0043  USGS QUAD   -  RYE PATCH RES SOUTH (1971)
 LS0043
 LS0043                         *CURRENT SURVEY CONTROL
 LS0043  ___________________________________________________________________
 LS0043* NAD 83(1986)-  40 32 52.     (N)    118 16 40.     (W)     SCALED    
 LS0043* NAVD 88     -      1320.393  (meters)    4331.99   (feet)  ADJUSTED  
 LS0043  ___________________________________________________________________
 LS0043  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 LS0043  DYNAMIC HT  -        1319.348 (meters)    4328.56  (feet)  COMP
 LS0043  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 LS0043
 LS0043  VERT ORDER  -  FIRST     CLASS II
 LS0043
 LS0043.The horizontal coordinates were scaled from a topographic map and have
 LS0043.an estimated accuracy of +/- 6 seconds.
 LS0043
 LS0043.The orthometric height was determined by differential leveling
 LS0043.and adjusted by the National Geodetic Survey in June 1991..
 LS0043
 LS0043.The geoid height was determined by GEOID03.
 LS0043
 LS0043.The dynamic height is computed by dividing the NAVD 88
 LS0043.geopotential number by the normal gravity value computed on the
 LS0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0043.degrees latitude (g = 980.6199 gals.).
 LS0043
 LS0043.The modeled gravity was interpolated from observed gravity values.
 LS0043
 LS0043;                    North         East    Units  Estimated Accuracy
 LS0043;SPC NV W     - 4,643,480.      825,880.      MT  (+/- 180 meters Scaled)
 LS0043
 LS0043                          SUPERSEDED SURVEY CONTROL
 LS0043
 LS0043  NGVD 29 (??/??/92) 1319.398  (m)         4328.72   (f) ADJ UNCH    1 2
 LS0043
 LS0043.Superseded values are not recommended for survey control.
 LS0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0043.See file dsdata.txt to determine how the superseded data were derived.
 LS0043
 LS0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE918893(NAD 83)
 LS0043_MARKER: DB = BENCH MARK DISK
 LS0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0043_SP_SET: CONCRETE POST
 LS0043_STAMPING: B 145 1957
 LS0043_MARK LOGO: CGS   
 LS0043_PROJECTION: PROJECTING 5 CENTIMETERS
 LS0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0043+STABILITY: SURFACE MOTION
 LS0043
 LS0043  HISTORY     - Date     Condition        Report By
 LS0043  HISTORY     - 1957     MONUMENTED       CGS
 LS0043  HISTORY     - 1971     GOOD             NGS
 LS0043  HISTORY     - 1986     GOOD             NGS
 LS0043
 LS0043                          STATION DESCRIPTION
 LS0043
 LS0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LS0043'3.6 MI SW FROM HUMBOLT HOUSE.
 LS0043'3.6 MILES SOUTH ALONG INTERSTATE 80 FROM HUMBOLT HOUSE, 67 FEET EAST
 LS0043'OF WEST LANE 4.0 FEET SOUTH OF WITNESS POST, SET IN A ROUND CONCRETE
 LS0043'POST PROJECTING 1.6 FEET ABOVE GROUND.
 LS0043
 LS0043                          STATION RECOVERY (1986)
 LS0043
 LS0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0043'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 22.4 KM (13.9
 LS0043'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 119) IN
 LS0043'OREANA, 0.26 KM (0.16 MI) SOUTH OF MILEPOST 135, 20.1 METERS (66.0 FT)
 LS0043'WEST OF THE CENTERLINE OF THE WESTBOUND LANES, 40.8 METERS (134 FT)
 LS0043'EAST OF A FENCE.
 LS0043'THE MARK IS 1.5 METERS  S FROM  A WITNESS POST
 LS0043'THE MARK IS ABOVE LEVEL WITH THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0089 ***********************************************************************
 LS0089  DESIGNATION -  B 146
 LS0089  PID         -  LS0089
 LS0089  STATE/COUNTY-  NV/PERSHING
 LS0089  USGS QUAD   -  COSGRAVE (1982)
 LS0089
 LS0089                         *CURRENT SURVEY CONTROL
 LS0089  ___________________________________________________________________
 LS0089* NAD 83(1986)-  40 46 19.     (N)    118 00 31.     (W)     SCALED    
 LS0089* NAVD 88     -      1332.275  (meters)    4370.97   (feet)  ADJUSTED  
 LS0089  ___________________________________________________________________
 LS0089  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 LS0089  DYNAMIC HT  -        1331.248 (meters)    4367.60  (feet)  COMP
 LS0089  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 LS0089
 LS0089  VERT ORDER  -  SECOND    CLASS 0
 LS0089
 LS0089.The horizontal coordinates were scaled from a topographic map and have
 LS0089.an estimated accuracy of +/- 6 seconds.
 LS0089
 LS0089.The orthometric height was determined by differential leveling
 LS0089.and adjusted by the National Geodetic Survey in June 1991..
 LS0089
 LS0089.The geoid height was determined by GEOID03.
 LS0089
 LS0089.The dynamic height is computed by dividing the NAVD 88
 LS0089.geopotential number by the normal gravity value computed on the
 LS0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0089.degrees latitude (g = 980.6199 gals.).
 LS0089
 LS0089.The modeled gravity was interpolated from observed gravity values.
 LS0089
 LS0089;                    North         East    Units  Estimated Accuracy
 LS0089;SPC NV W     - 4,668,480.      848,520.      MT  (+/- 180 meters Scaled)
 LS0089
 LS0089                          SUPERSEDED SURVEY CONTROL
 LS0089
 LS0089  NGVD 29 (??/??/92) 1331.274  (m)         4367.69   (f) ADJ UNCH    2 0
 LS0089
 LS0089.Superseded values are not recommended for survey control.
 LS0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0089.See file dsdata.txt to determine how the superseded data were derived.
 LS0089
 LS0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF148139(NAD 83)
 LS0089_MARKER: DB = BENCH MARK DISK
 LS0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0089_STAMPING: B 146 1957
 LS0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0089+STABILITY: SURFACE MOTION
 LS0089
 LS0089  HISTORY     - Date     Condition        Report By
 LS0089  HISTORY     - 1957     MONUMENTED       CGS
 LS0089
 LS0089                          STATION DESCRIPTION
 LS0089
 LS0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0089'7.0 MI NE FROM MILL CITY.
 LS0089'7.0 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE STAR PEAK SERVICE
 LS0089'STATION AT MILL CITY, 134.0 FEET EAST OF CENTER LINE OF HIGHWAY, 5.3
 LS0089'FEET SOUTHWEST OF CONCRETE WITNESS POST, 4.3 FEET WEST OF RIGHT-OF-WAY
 LS0089'FENCE, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND
 LS0089'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0090 ***********************************************************************
 LS0090  DESIGNATION -  B 146 RESET
 LS0090  PID         -  LS0090
 LS0090  STATE/COUNTY-  NV/PERSHING
 LS0090  USGS QUAD   -  COSGRAVE (1982)
 LS0090
 LS0090                         *CURRENT SURVEY CONTROL
 LS0090  ___________________________________________________________________
 LS0090* NAD 83(1986)-  40 46 19.     (N)    118 00 31.     (W)     SCALED    
 LS0090* NAVD 88     -      1333.062  (meters)    4373.55   (feet)  ADJUSTED  
 LS0090  ___________________________________________________________________
 LS0090  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 LS0090  DYNAMIC HT  -        1332.035 (meters)    4370.18  (feet)  COMP
 LS0090  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 LS0090
 LS0090  VERT ORDER  -  FIRST     CLASS II
 LS0090
 LS0090.The horizontal coordinates were scaled from a topographic map and have
 LS0090.an estimated accuracy of +/- 6 seconds.
 LS0090
 LS0090.The orthometric height was determined by differential leveling
 LS0090.and adjusted by the National Geodetic Survey in June 1991..
 LS0090
 LS0090.The geoid height was determined by GEOID03.
 LS0090
 LS0090.The dynamic height is computed by dividing the NAVD 88
 LS0090.geopotential number by the normal gravity value computed on the
 LS0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0090.degrees latitude (g = 980.6199 gals.).
 LS0090
 LS0090.The modeled gravity was interpolated from observed gravity values.
 LS0090
 LS0090;                    North         East    Units  Estimated Accuracy
 LS0090;SPC NV W     - 4,668,480.      848,520.      MT  (+/- 180 meters Scaled)
 LS0090
 LS0090                          SUPERSEDED SURVEY CONTROL
 LS0090
 LS0090.No superseded survey control is available for this station.
 LS0090
 LS0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF148139(NAD 83)
 LS0090_MARKER: DB = BENCH MARK DISK
 LS0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0090_SP_SET: CONCRETE POST
 LS0090_STAMPING: B 146 RESET 1966
 LS0090_MARK LOGO: CGS   
 LS0090_PROJECTION: FLUSH
 LS0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0090+STABILITY: SURFACE MOTION
 LS0090
 LS0090  HISTORY     - Date     Condition        Report By
 LS0090  HISTORY     - 1966     MONUMENTED       NVDH
 LS0090  HISTORY     - 1968     GOOD             NGS
 LS0090  HISTORY     - 1986     GOOD             NGS
 LS0090
 LS0090                          STATION DESCRIPTION
 LS0090
 LS0090'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1966
 LS0090'7.05 MI NE FROM MILL CITY.
 LS0090'ABOUT 7.05 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE STAR
 LS0090'PEAK CAFE AND GAS STATION AT MILL CITY, 70 FEET SOUTHEAST OF THE
 LS0090'CENTERLINE OF HIGHWAY 80 AT STATION AE 316+49.  THE DISK IS SET IN THE
 LS0090'TOP OF A 10-INCH ROUND CONCRETE POST WITH A STEEL WITNESS POST NEARBY.
 LS0090
 LS0090                          STATION RECOVERY (1968)
 LS0090
 LS0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LS0090'RECOVERED IN GOOD CONDITION.
 LS0090
 LS0090                          STATION RECOVERY (1986)
 LS0090
 LS0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0090'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 11.6 KM (7.2
 LS0090'MI) NORTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 149)
 LS0090'IN MILL CITY, 0.29 KM (0.18 MI) NORTHEAST OF MILEPOST 157, 21.6 METERS
 LS0090'(71.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES,
 LS0090'51.5 METERS (169 FT) NORTH OF THE NORTHEAST 1 OF 2 FENCE BRACE POSTS,
 LS0090'32.3 METERS (106 FT) NORTHWEST OF A FENCE.
 LS0090'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LS0090'THE MARK IS 3.3 M BELOW THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0716 ***********************************************************************
 KR0716  DESIGNATION -  B 147
 KR0716  PID         -  KR0716
 KR0716  STATE/COUNTY-  NV/WASHOE
 KR0716  USGS QUAD   -  DERBY DAM (1985)
 KR0716
 KR0716                         *CURRENT SURVEY CONTROL
 KR0716  ___________________________________________________________________
 KR0716* NAD 83(1994)-  39 35 28.80923(N)    119 27 38.31079(W)     ADJUSTED  
 KR0716* NAVD 88     -      1297.490  (meters)    4256.85   (feet)  ADJUSTED  
 KR0716  ___________________________________________________________________
 KR0716  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 KR0716  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KR0716  DYNAMIC HT  -        1296.301 (meters)    4252.95  (feet)  COMP
 KR0716  MODELED GRAV-     979,666.2   (mgal)                       NAVD 88
 KR0716
 KR0716  HORZ ORDER  -  THIRD
 KR0716  VERT ORDER  -  SECOND    CLASS 0
 KR0716
 KR0716.The horizontal coordinates were established by classical geodetic methods
 KR0716.and adjusted by the National Geodetic Survey in June 1998..
 KR0716
 KR0716.The orthometric height was determined by differential leveling
 KR0716.and adjusted by the National Geodetic Survey in June 1991..
 KR0716
 KR0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0716
 KR0716.The geoid height was determined by GEOID03.
 KR0716
 KR0716.The dynamic height is computed by dividing the NAVD 88
 KR0716.geopotential number by the normal gravity value computed on the
 KR0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0716.degrees latitude (g = 980.6199 gals.).
 KR0716
 KR0716.The modeled gravity was interpolated from observed gravity values.
 KR0716
 KR0716;                    North         East     Units Scale Factor Converg.
 KR0716;SPC NV W     - 4,537,610.391   724,645.530   MT  0.99996989   -0 33 32.9
 KR0716;SPC NV W     -14,887,143.42  2,377,441.21   sFT  0.99996989   -0 33 32.9
 KR0716;UTM  11      - 4,385,293.706   288,701.280   MT  1.00014972   -1 34 07.6
 KR0716
 KR0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0716!SPC NV W     -   0.99980023  x   0.99996989  =   0.99977013
 KR0716!UTM  11      -   0.99980023  x   1.00014972  =   0.99994992
 KR0716
 KR0716:                Primary Azimuth Mark                     Grid Az
 KR0716:SPC NV W     -  DAM                                      090 29 19.3
 KR0716:UTM  11      -  DAM                                      091 29 54.0
 KR0716
 KR0716|---------------------------------------------------------------------|
 KR0716| PID    Reference Object                     Distance      Geod. Az  |
 KR0716|                                                           dddmmss.s |
 KR0716| KR1588 DAM                                 APPROX. 1.4 KM 0895546.4 |
 KR0716|---------------------------------------------------------------------|
 KR0716
 KR0716                          SUPERSEDED SURVEY CONTROL
 KR0716
 KR0716  NAD 83(1992)-  39 35 28.81630(N)    119 27 38.30324(W) AD(       ) 3
 KR0716  NAD 83(1986)-  39 35 28.81714(N)    119 27 38.29278(W) AD(       ) 3
 KR0716  NAD 27      -  39 35 29.13140(N)    119 27 34.65280(W) AD(       ) 3
 KR0716  NGVD 29 (??/??/92) 1296.425  (m)         4253.35   (f) ADJ UNCH    2 0
 KR0716
 KR0716.Superseded values are not recommended for survey control.
 KR0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0716.See file dsdata.txt to determine how the superseded data were derived.
 KR0716
 KR0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8870185294(NAD 83)
 KR0716_MARKER: DB = BENCH MARK DISK
 KR0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0716_STAMPING: B 147 1958
 KR0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0716+STABILITY: SURFACE MOTION
 KR0716
 KR0716  HISTORY     - Date     Condition        Report By
 KR0716  HISTORY     - 1958     MONUMENTED       CGS
 KR0716  HISTORY     - 1958     GOOD             CGS
 KR0716
 KR0716                          STATION DESCRIPTION
 KR0716
 KR0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR0716'THE STATION IS 10.6 MILES ALONG U.S. HIGHWAY 40 FROM THE
 KR0716'POST OFFICE IN WADSWORTH, 228 FEET WEST OF THE CENTER LINE
 KR0716'OF U.S. HIGHWAY 40, 93 FEET NORTH OF THE CENTER STRAND OF THE POWER
 KR0716'LINE AND 10 FEET SOUTHWEST OF A CONCRETE WITNESS POST.
 KR0716'
 KR0716'THE STATION MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK
 KR0716'DISK SET IN A SQUARE CONCRETE POST PROJECTING 1 INCH AND
 KR0716'STAMPED B 147 1958.
 KR0716'
 KR0716'TO REACH FROM THE POST OFFICE IN WADSWORTH GO WEST ON U.S. HIGHWAY
 KR0716'40 FOR 10.6 MILES TO THE STATION ON THE RIGHT JUST AFTER
 KR0716'THE HIGHWAY MAKES A DECIDED BEND TO A NORTH-SOUTH DIRECTION.
 KR0716
 KR0716                          STATION RECOVERY (1958)
 KR0716
 KR0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KR0716'3.45 MI E FROM 102 RANCH.
 KR0716'3.45 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH TO A LONG
 KR0716'CURVE IN HIGHWAY, 200.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 KR0716'10.0 FEET SOUTH OF A CONCRETE WITNESS POST, SET IN A SQUARE CONCRETE
 KR0716'POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0790 ***********************************************************************
 FS0790  DESIGNATION -  B 148
 FS0790  PID         -  FS0790
 FS0790  STATE/COUNTY-  NV/CLARK
 FS0790  USGS QUAD   -  CRESCENT PEAK (1984)
 FS0790
 FS0790                         *CURRENT SURVEY CONTROL
 FS0790  ___________________________________________________________________
 FS0790* NAD 83(1986)-  35 28 57.     (N)    115 11 23.     (W)     SCALED    
 FS0790* NAVD 88     -      1259.539  (meters)    4132.34   (feet)  POSTED    
 FS0790  ___________________________________________________________________
 FS0790  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FS0790  DYNAMIC HT  -        1258.030 (meters)    4127.39  (feet)  COMP
 FS0790  MODELED GRAV-     979,394.9   (mgal)                       NAVD 88
 FS0790
 FS0790  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0790
 FS0790.The horizontal coordinates were scaled from a topographic map and have
 FS0790.an estimated accuracy of +/- 6 seconds.
 FS0790
 FS0790.The orthometric height was determined by differential leveling
 FS0790.and adjusted by the National Geodetic Survey in 1992..
 FS0790.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0790.rate of 1.1 thru 2.0 mm/km.
 FS0790
 FS0790.The geoid height was determined by GEOID03.
 FS0790
 FS0790.The dynamic height is computed by dividing the NAVD 88
 FS0790.geopotential number by the normal gravity value computed on the
 FS0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0790.degrees latitude (g = 980.6199 gals.).
 FS0790
 FS0790.The modeled gravity was interpolated from observed gravity values.
 FS0790
 FS0790;                    North         East    Units  Estimated Accuracy
 FS0790;SPC NV E     - 8,081,330.      235,720.      MT  (+/- 180 meters Scaled)
 FS0790
 FS0790                          SUPERSEDED SURVEY CONTROL
 FS0790
 FS0790  NGVD 29 (??/??/92) 1258.67   (m)         4129.5    (f) COMPUTED    1 2
 FS0790
 FS0790.Superseded values are not recommended for survey control.
 FS0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0790.See file dsdata.txt to determine how the superseded data were derived.
 FS0790
 FS0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV642280(NAD 83)
 FS0790_MARKER: DB = BENCH MARK DISK
 FS0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0790_STAMPING: B 148 1935
 FS0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0790+STABILITY: SURFACE MOTION
 FS0790
 FS0790  HISTORY     - Date     Condition        Report By
 FS0790  HISTORY     - 1935     MONUMENTED       CGS
 FS0790  HISTORY     - 1949     GOOD             NGS
 FS0790  HISTORY     - 1969     GOOD             NGS
 FS0790  HISTORY     - 1981     GOOD             USGS
 FS0790
 FS0790                          STATION DESCRIPTION
 FS0790
 FS0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0790'4.7 MI E FROM NIPTON.
 FS0790'2.7 MILES EAST ALONG A COUNTY GRADED ROAD FROM THE UNION PACIFIC
 FS0790'RAILROAD STATION AT NIPTON, THENCE 2.0 MILES EAST ALONG NEVADA
 FS0790'STATE HIGHWAY 68, 0.35 MILE EAST OF THE JUNCTION OF A DIRT ROAD
 FS0790'LEADING SOUTHEAST, 112 FEET SOUTHEAST OF A POINT DIRECTLY UNDER
 FS0790'THE SOUTHEAST WIRE OF A POWER LINE, 50 FEET SOUTH OF THE CENTER
 FS0790'LINE OF THE ROAD, 2.7 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT
 FS0790'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FS0790'PROJECTING 0.6 FOOT ABOVE GROUND.
 FS0790
 FS0790                          STATION RECOVERY (1969)
 FS0790
 FS0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0790'RECOVERED IN GOOD CONDITION.
 FS0790
 FS0790                          STATION RECOVERY (1981)
 FS0790
 FS0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FS0790'NIPTON: 4.5 MILES NE ALONG STATE HIGHWAY TO INTERSECTION OF A DIRT
 FS0790'ROAD LEADING SOUTH, ALONG DIRT ROAD ABOUT 0.1 MILES TO POWERLINE
 FS0790'ROAD, NORTHEAST ON POWERLINE ROAD ABOUT 0.4 MILES, TO AN INTERSECTION
 FS0790'OF A DIRT ROAD LEADING SOUTH, 135 METERS NE OF A POWERLINE TOWER, 20
 FS0790'METERS SOUTH OF ROAD INTERSECTION, 5 METERS WEST OF DIRT ROAD, ON A
 FS0790'CONCRETE POST PROJECTING 0.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0125 ***********************************************************************
 FS0125  DESIGNATION -  B 149
 FS0125  PID         -  FS0125
 FS0125  STATE/COUNTY-  NV/CLARK
 FS0125  USGS QUAD   -  BOULDER CITY SW (1973)
 FS0125
 FS0125                         *CURRENT SURVEY CONTROL
 FS0125  ___________________________________________________________________
 FS0125* NAD 83(1986)-  35 46 51.     (N)    114 57 46.     (W)     SCALED    
 FS0125* NAVD 88     -       596.841  (meters)    1958.14   (feet)  POSTED    
 FS0125  ___________________________________________________________________
 FS0125  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FS0125  DYNAMIC HT  -         596.210 (meters)    1956.07  (feet)  COMP
 FS0125  MODELED GRAV-     979,564.0   (mgal)                       NAVD 88
 FS0125
 FS0125  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0125
 FS0125.The horizontal coordinates were scaled from a topographic map and have
 FS0125.an estimated accuracy of +/- 6 seconds.
 FS0125
 FS0125.The orthometric height was determined by differential leveling
 FS0125.and adjusted by the National Geodetic Survey in 1992..
 FS0125.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0125.rate of 0.0 thru 1.0 mm/km.
 FS0125
 FS0125.The geoid height was determined by GEOID03.
 FS0125
 FS0125.The dynamic height is computed by dividing the NAVD 88
 FS0125.geopotential number by the normal gravity value computed on the
 FS0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0125.degrees latitude (g = 980.6199 gals.).
 FS0125
 FS0125.The modeled gravity was interpolated from observed gravity values.
 FS0125
 FS0125;                    North         East    Units  Estimated Accuracy
 FS0125;SPC NV E     - 8,114,530.      256,100.      MT  (+/- 180 meters Scaled)
 FS0125
 FS0125                          SUPERSEDED SURVEY CONTROL
 FS0125
 FS0125  NGVD 29 (??/??/92)  596.123  (m)         1955.78   (f) ADJ UNCH    1 1
 FS0125
 FS0125.Superseded values are not recommended for survey control.
 FS0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0125.See file dsdata.txt to determine how the superseded data were derived.
 FS0125
 FS0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV841615(NAD 83)
 FS0125_MARKER: DB = BENCH MARK DISK
 FS0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0125_STAMPING: B 149 1935
 FS0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0125+STABILITY: SURFACE MOTION
 FS0125
 FS0125  HISTORY     - Date     Condition        Report By
 FS0125  HISTORY     - 1935     MONUMENTED       CGS
 FS0125  HISTORY     - 1949     GOOD             NGS
 FS0125  HISTORY     - 1963     GOOD             NGS
 FS0125
 FS0125                          STATION DESCRIPTION
 FS0125
 FS0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0125'14.3 MI S FROM ALUNITE.
 FS0125'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE JUNCTION OF U.S.
 FS0125'HIGHWAY 93 AT ALUNITE, THENCE 12.6 MILES SOUTH ALONG OLD ABANDONED
 FS0125'STATE HIGHWAY 5, 51 1/2 FEET EAST OF THE CENTER LINE OF THE
 FS0125'HIGHWAY, 3.0 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 FS0125'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0125'0.6 FOOT ABOVE THE GROUND.
 FS0125
 FS0125                          STATION RECOVERY (1963)
 FS0125
 FS0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0211 ***********************************************************************
 JQ0211  DESIGNATION -  B 15
 JQ0211  PID         -  JQ0211
 JQ0211  STATE/COUNTY-  NV/NYE
 JQ0211  USGS QUAD   -  TONOPAH (1982)
 JQ0211
 JQ0211                         *CURRENT SURVEY CONTROL
 JQ0211  ___________________________________________________________________
 JQ0211* NAD 83(1986)-  38 03 39.     (N)    117 13 11.     (W)     SCALED    
 JQ0211* NAVD 88     -      1875.214  (meters)    6152.26   (feet)  ADJUSTED  
 JQ0211  ___________________________________________________________________
 JQ0211  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 JQ0211  DYNAMIC HT  -        1873.080 (meters)    6145.26  (feet)  COMP
 JQ0211  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 JQ0211
 JQ0211  VERT ORDER  -  FIRST     CLASS II
 JQ0211
 JQ0211.The horizontal coordinates were scaled from a topographic map and have
 JQ0211.an estimated accuracy of +/- 6 seconds.
 JQ0211
 JQ0211.The orthometric height was determined by differential leveling
 JQ0211.and adjusted by the National Geodetic Survey in June 1991..
 JQ0211.WARNING-Repeat measurements at this control monument indicate possible
 JQ0211.vertical movement.
 JQ0211
 JQ0211.The geoid height was determined by GEOID03.
 JQ0211
 JQ0211.The dynamic height is computed by dividing the NAVD 88
 JQ0211.geopotential number by the normal gravity value computed on the
 JQ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0211.degrees latitude (g = 980.6199 gals.).
 JQ0211
 JQ0211.The modeled gravity was interpolated from observed gravity values.
 JQ0211
 JQ0211;                    North         East    Units  Estimated Accuracy
 JQ0211;SPC NV C     - 6,367,500.      451,470.      MT  (+/- 180 meters Scaled)
 JQ0211
 JQ0211                          SUPERSEDED SURVEY CONTROL
 JQ0211
 JQ0211  NGVD 29 (05/01/91) 1873.956  (m)         6148.14   (f) ADJUSTED    1 2
 JQ0211
 JQ0211.Superseded values are not recommended for survey control.
 JQ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0211.See file dsdata.txt to determine how the superseded data were derived.
 JQ0211
 JQ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC807125(NAD 83)
 JQ0211_MARKER: DD = SURVEY DISK
 JQ0211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JQ0211_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JQ0211_STAMPING: 6148.337 1905 24
 JQ0211_MARK LOGO: USGS  
 JQ0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0211
 JQ0211  HISTORY     - Date     Condition        Report By
 JQ0211  HISTORY     - 1905     MONUMENTED       USGS
 JQ0211  HISTORY     - 1953     GOOD             NGS
 JQ0211  HISTORY     - 1983     GOOD             NGS
 JQ0211
 JQ0211                          STATION DESCRIPTION
 JQ0211
 JQ0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0211'0.8 MI SE FROM TONOPAH.
 JQ0211'0.8 MILE SOUTHEAST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0211'TONOPAH, 0.2 MILE SOUTHEAST OF SOME NEW STATE HIGHWAY BUILDINGS, ABOUT
 JQ0211'250 YARDS NORTHEAST OF A BASEBALL FIELD, 105.5 FEET SOUTHWEST OF THE
 JQ0211'CENTER LINE OF THE HIGHWAY, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 1
 JQ0211'1/2 FEET HIGHER THAN THE HIGHWAY, AND RIVETED ON TOP OF A 3 1/2-INCH
 JQ0211'IRON PIPE PROJECTING 1.3 FEET ABOVE THE GROUND.  NOTE-- SLANTING CAP.
 JQ0211'ROD HELD ON E OF GEOLOGICAL DURING 1953 RELEVELING.
 JQ0211
 JQ0211                          STATION RECOVERY (1983)
 JQ0211
 JQ0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JQ0211'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM
 JQ0211'(0.3 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 JQ0211'HIGHWAY 6 IN TONOPAH, AT THE JUNCTION OF LOGAN FIELD ROAD, 41.1 METERS
 JQ0211'(135 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 10.0 METERS (33 FT)
 JQ0211'NORTHWEST OF THE CENTER OF LOGAN FIELD ROAD, 82.2 METERS (270 FT)
 JQ0211'NORTHEAST OF B 410.  NOTE--THE MARK IS A SHALLOW SET PIPE PROJECTION
 JQ0211'15 CENTIMETERS.
 JQ0211'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 JQ0211'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0462 ***********************************************************************
 MT0462  DESIGNATION -  B 15
 MT0462  PID         -  MT0462
 MT0462  STATE/COUNTY-  NV/ELKO
 MT0462  USGS QUAD   -  STAG MOUNTAIN (1967)
 MT0462
 MT0462                         *CURRENT SURVEY CONTROL
 MT0462  ___________________________________________________________________
 MT0462* NAD 83(1986)-  41 26 46.     (N)    115 23 42.     (W)     SCALED    
 MT0462* NAVD 88     -      1998.429  (meters)    6556.51   (feet)  ADJUSTED  
 MT0462  ___________________________________________________________________
 MT0462  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 MT0462  DYNAMIC HT  -        1996.764 (meters)    6551.05  (feet)  COMP
 MT0462  MODELED GRAV-     979,718.2   (mgal)                       NAVD 88
 MT0462
 MT0462  VERT ORDER  -  SECOND    CLASS 0
 MT0462
 MT0462.The horizontal coordinates were scaled from a topographic map and have
 MT0462.an estimated accuracy of +/- 6 seconds.
 MT0462
 MT0462.The orthometric height was determined by differential leveling
 MT0462.and adjusted by the National Geodetic Survey in June 1991..
 MT0462
 MT0462.The geoid height was determined by GEOID03.
 MT0462
 MT0462.The dynamic height is computed by dividing the NAVD 88
 MT0462.geopotential number by the normal gravity value computed on the
 MT0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0462.degrees latitude (g = 980.6199 gals.).
 MT0462
 MT0462.The modeled gravity was interpolated from observed gravity values.
 MT0462
 MT0462;                    North         East    Units  Estimated Accuracy
 MT0462;SPC NV E     - 8,743,200.      215,740.      MT  (+/- 180 meters Scaled)
 MT0462
 MT0462                          SUPERSEDED SURVEY CONTROL
 MT0462
 MT0462  NGVD 29 (??/??/92) 1997.180  (m)         6552.41   (f) ADJ UNCH    2 0
 MT0462
 MT0462.Superseded values are not recommended for survey control.
 MT0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0462.See file dsdata.txt to determine how the superseded data were derived.
 MT0462
 MT0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF340895(NAD 83)
 MT0462_MARKER: DD = SURVEY DISK
 MT0462_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MT0462_STAMPING: B-15 1933
 MT0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0462
 MT0462  HISTORY     - Date     Condition        Report By
 MT0462  HISTORY     - 1933     MONUMENTED       USGS
 MT0462  HISTORY     - 1934     GOOD             NGS
 MT0462
 MT0462                          STATION DESCRIPTION
 MT0462
 MT0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0462'14.1 MI S FROM CHARLESTON.
 MT0462'14.1 MILES SOUTH OF PUMTY RANCH HOUSE AT CHARLESTON ON DIVIDE WHERE
 MT0462'THE NORTHERN SLOPES DRAINS TOWARDS THE SNAKE RIVER AND SOUTHERN SLOPES
 MT0462'DRAINS TOWARD THE HUMBOLDT AND MARYS RIVERS.  ON SOUTH SIDE OF LARGE
 MT0462'PROMINENT ROCK IN SMALL BUNCH.  58 FEET NORTHEAST OF THE CENTERLINE OF
 MT0462'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0202 ***********************************************************************
 FS0202  DESIGNATION -  B 150
 FS0202  PID         -  FS0202
 FS0202  STATE/COUNTY-  NV/CLARK
 FS0202  USGS QUAD   -  JEAN (1989)
 FS0202
 FS0202                         *CURRENT SURVEY CONTROL
 FS0202  ___________________________________________________________________
 FS0202* NAD 83(1986)-  35 48 35.     (N)    115 17 52.     (W)     SCALED    
 FS0202* NAVD 88     -       910.656  (meters)    2987.71   (feet)  POSTED    
 FS0202  ___________________________________________________________________
 FS0202  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FS0202  DYNAMIC HT  -         909.660 (meters)    2984.44  (feet)  COMP
 FS0202  MODELED GRAV-     979,509.4   (mgal)                       NAVD 88
 FS0202
 FS0202  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0202
 FS0202.The horizontal coordinates were scaled from a topographic map and have
 FS0202.an estimated accuracy of +/- 6 seconds.
 FS0202
 FS0202.The orthometric height was determined by differential leveling
 FS0202.and adjusted by the National Geodetic Survey in 1992..
 FS0202.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0202.rate of 0.0 thru 1.0 mm/km.
 FS0202
 FS0202.The geoid height was determined by GEOID03.
 FS0202
 FS0202.The dynamic height is computed by dividing the NAVD 88
 FS0202.geopotential number by the normal gravity value computed on the
 FS0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0202.degrees latitude (g = 980.6199 gals.).
 FS0202
 FS0202.The modeled gravity was interpolated from observed gravity values.
 FS0202
 FS0202;                    North         East    Units  Estimated Accuracy
 FS0202;SPC NV E     - 8,117,600.      225,810.      MT  (+/- 180 meters Scaled)
 FS0202
 FS0202                          SUPERSEDED SURVEY CONTROL
 FS0202
 FS0202  NGVD 29 (??/??/92)  909.864  (m)         2985.11   (f) ADJ UNCH    1 2
 FS0202
 FS0202.Superseded values are not recommended for survey control.
 FS0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0202.See file dsdata.txt to determine how the superseded data were derived.
 FS0202
 FS0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV537641(NAD 83)
 FS0202_MARKER: DB = BENCH MARK DISK
 FS0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0202_SP_SET: ROCK CUT
 FS0202_STAMPING: B 150 1935
 FS0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0202
 FS0202  HISTORY     - Date     Condition        Report By
 FS0202  HISTORY     - 1935     MONUMENTED       CGS
 FS0202  HISTORY     - 1949     GOOD             NGS
 FS0202  HISTORY     - 1958     GOOD             NGS
 FS0202  HISTORY     - 19870512 GOOD             USPSQD
 FS0202
 FS0202                          STATION DESCRIPTION
 FS0202
 FS0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0202'2.6 MI N FROM JEAN.
 FS0202'2.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 FS0202'STATION AT JEAN, 16 1/2 RAILS SOUTH OF SIGNAL 3039, 120 FEET
 FS0202'NORTH OF THE SOUTH END AND IN THE TOP OF A LEDGE IN THE EAST
 FS0202'FACE OF A ROCK CUT, 68 FEET EAST OF THE 9TH POLE SOUTH OF MILE
 FS0202'POLE 304, 10.5 FEET WEST OF THE WEST RAIL, AND ABOUT 3 FEET
 FS0202'HIGHER THAN THE TRACKS.
 FS0202
 FS0202                          STATION RECOVERY (1958)
 FS0202
 FS0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FS0202'RECOVERED IN GOOD CONDITION.
 FS0202
 FS0202                          STATION RECOVERY (1987)
 FS0202
 FS0202'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 FS0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0464 ***********************************************************************
 MT0464  DESIGNATION -  B 16
 MT0464  PID         -  MT0464
 MT0464  STATE/COUNTY-  NV/ELKO
 MT0464  USGS QUAD   -  STAG MOUNTAIN (1967)
 MT0464
 MT0464                         *CURRENT SURVEY CONTROL
 MT0464  ___________________________________________________________________
 MT0464* NAD 83(1986)-  41 28 06.     (N)    115 24 41.     (W)     SCALED    
 MT0464* NAVD 88     -      1916.392  (meters)    6287.36   (feet)  ADJUSTED  
 MT0464  ___________________________________________________________________
 MT0464  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 MT0464  DYNAMIC HT  -        1914.794 (meters)    6282.12  (feet)  COMP
 MT0464  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 MT0464
 MT0464  VERT ORDER  -  SECOND    CLASS 0
 MT0464
 MT0464.The horizontal coordinates were scaled from a topographic map and have
 MT0464.an estimated accuracy of +/- 6 seconds.
 MT0464
 MT0464.The orthometric height was determined by differential leveling
 MT0464.and adjusted by the National Geodetic Survey in June 1991..
 MT0464
 MT0464.The geoid height was determined by GEOID03.
 MT0464
 MT0464.The dynamic height is computed by dividing the NAVD 88
 MT0464.geopotential number by the normal gravity value computed on the
 MT0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0464.degrees latitude (g = 980.6199 gals.).
 MT0464
 MT0464.The modeled gravity was interpolated from observed gravity values.
 MT0464
 MT0464;                    North         East    Units  Estimated Accuracy
 MT0464;SPC NV E     - 8,745,670.      214,360.      MT  (+/- 180 meters Scaled)
 MT0464
 MT0464                          SUPERSEDED SURVEY CONTROL
 MT0464
 MT0464  NGVD 29 (??/??/92) 1915.131  (m)         6283.23   (f) ADJ UNCH    2 0
 MT0464
 MT0464.Superseded values are not recommended for survey control.
 MT0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0464.See file dsdata.txt to determine how the superseded data were derived.
 MT0464
 MT0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF326919(NAD 83)
 MT0464_MARKER: DD = SURVEY DISK
 MT0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0464_STAMPING: B-16 1933
 MT0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0464+STABILITY: SURFACE MOTION
 MT0464
 MT0464  HISTORY     - Date     Condition        Report By
 MT0464  HISTORY     - 1933     MONUMENTED       USGS
 MT0464  HISTORY     - 1934     GOOD             NGS
 MT0464
 MT0464                          STATION DESCRIPTION
 MT0464
 MT0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0464'12.3 MI S FROM CHARLESTON.
 MT0464'12.3 MILES SOUTH OF PUMTY RANCH HOUSE AT CHARLESTON AT POINT WHERE
 MT0464'ROAD ANGLES FROM THE NORTHWEST TO THE NORTH.  61 FEET SOUTHEAST OF
 MT0464'FENCE CORNER.  12 FEET NORTHEAST OF FENCE LINE.  40 FEET SOUTHWEST OF
 MT0464'THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0771 ***********************************************************************
 GR0771  DESIGNATION -  B 160
 GR0771  PID         -  GR0771
 GR0771  STATE/COUNTY-  NV/CLARK
 GR0771  USGS QUAD   -  MOAPA EAST (1983)
 GR0771
 GR0771                         *CURRENT SURVEY CONTROL
 GR0771  ___________________________________________________________________
 GR0771* NAD 83(1986)-  36 40 27.     (N)    114 30 54.     (W)     SCALED    
 GR0771* NAVD 88     -       564.553  (meters)    1852.20   (feet)  ADJUSTED  
 GR0771  ___________________________________________________________________
 GR0771  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 GR0771  DYNAMIC HT  -         564.011 (meters)    1850.43  (feet)  COMP
 GR0771  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 GR0771
 GR0771  VERT ORDER  -  FIRST     CLASS I
 GR0771
 GR0771.The horizontal coordinates were scaled from a topographic map and have
 GR0771.an estimated accuracy of +/- 6 seconds.
 GR0771
 GR0771.The orthometric height was determined by differential leveling
 GR0771.and adjusted by the National Geodetic Survey in June 1991..
 GR0771
 GR0771.The geoid height was determined by GEOID03.
 GR0771
 GR0771.The dynamic height is computed by dividing the NAVD 88
 GR0771.geopotential number by the normal gravity value computed on the
 GR0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0771.degrees latitude (g = 980.6199 gals.).
 GR0771
 GR0771.The modeled gravity was interpolated from observed gravity values.
 GR0771
 GR0771;                    North         East    Units  Estimated Accuracy
 GR0771;SPC NV E     - 8,214,000.      295,490.      MT  (+/- 180 meters Scaled)
 GR0771
 GR0771                          SUPERSEDED SURVEY CONTROL
 GR0771
 GR0771  NGVD 29 (??/??/92)  563.880  (m)         1850.00   (f) ADJ UNCH    1 1
 GR0771
 GR0771.Superseded values are not recommended for survey control.
 GR0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0771.See file dsdata.txt to determine how the superseded data were derived.
 GR0771
 GR0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA220616(NAD 83)
 GR0771_MARKER: DB = BENCH MARK DISK
 GR0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0771_STAMPING: B 160 1935
 GR0771_MARK LOGO: CGS   
 GR0771_PROJECTION: PROJECTING 15 CENTIMETERS
 GR0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0771+STABILITY: SURFACE MOTION
 GR0771
 GR0771  HISTORY     - Date     Condition        Report By
 GR0771  HISTORY     - 1935     MONUMENTED       CGS
 GR0771  HISTORY     - 1957     GOOD             NGS
 GR0771  HISTORY     - 1979     GOOD             USGS
 GR0771  HISTORY     - 1982     GOOD             NGS
 GR0771
 GR0771                          STATION DESCRIPTION
 GR0771
 GR0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0771'3.1 MI NE FROM GLENDALE.
 GR0771'3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM GLENDALE, CLARK COUNTY,
 GR0771'0.4 MILE NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 12, 0.1 MILE
 GR0771'EAST OF THE POINT WHERE THE NEW HIGHWAY CROSSES THE OLD HIGHWAY BED,
 GR0771'400 FEET SOUTH OF THE CENTERLINE OF THE NEW HIGHWAY, 50 FEET NORTHWEST
 GR0771'OF THE CENTERLINE OF THE OLD HIGHWAY BED, AND 3 FEET SOUTH OF A
 GR0771'CONCRETE POST PROJECTING 2 FEET ABOVE THE GROUND.  A STANDARD DISK,
 GR0771'STAMPED B 160 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GR0771'0.5 FOOT ABOVE GROUND.  NOTE-- 100 YARDS EAST OF WASHOUT ON OLD
 GR0771'HIGHWAY.
 GR0771
 GR0771                          STATION RECOVERY (1979)
 GR0771
 GR0771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0771'3.4 MILES NORTHEAST ALONG INTERSTATE 15 FROM STANDARD STATION AND
 GR0771'RESTAURANT AT GLENDALE. 0.4 MILES NORTHEAST OF LOGANDALE OVERTON
 GR0771'EXIT. 0.1 MILES NORTHEAST OF NORTH BOUND LANES AND OLD HIGHWAY XING.
 GR0771'122 METERS SOUTH OF NORTH BOUND LANES. 15.2 METERS NORTHWEST OF
 GR0771'CENTERLINE OF OLD ROAD. 0.9 METERS SOUTH OF CONCRETE WITNESS POST. A
 GR0771'STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.15 METERS. STAMPED
 GR0771'B 160 1935.
 GR0771
 GR0771                          STATION RECOVERY (1982)
 GR0771
 GR0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0771'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0771'5.2 KM (3.2 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR0771'OF THE NORTH BOUND BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 0.7 KM
 GR0771'(0.45 MI) NORTHEAST OF STATE HIGHWAY 169 INTERCHANGE BRIDGE, 0.6 KM
 GR0771'(0.4 MI) NORTHEAST OF MILEPOST 94, 93.9 METERS (308 FT) SOUTHEAST OF
 GR0771'THE NORTH BOUND CENTERLINE, 54.6 METERS (179 FT) EAST OF THE NORTHEAST
 GR0771'ONE OF TWO BRACED STEEL PIPE RIGHT OF WAY FENCE POSTS, 32.0 METERS
 GR0771'(105 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE, 15.2 METERS (50 FT)
 GR0771'NORTHWEST OF THE OLD HIGHWAY BED CENTER, 9.0 METERS (3 FT) SOUTH OF A
 GR0771'5 INCH TRIANGULAR SHAPED CONCRETE POST.
 GR0771'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 GR0771'THE MARK IS 3.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0640 ***********************************************************************
 GR0640  DESIGNATION -  B 161
 GR0640  PID         -  GR0640
 GR0640  STATE/COUNTY-  NV/CLARK
 GR0640  USGS QUAD   -  DRY LAKE (1986)
 GR0640
 GR0640                         *CURRENT SURVEY CONTROL
 GR0640  ___________________________________________________________________
 GR0640* NAD 83(1986)-  36 25 56.     (N)    114 50 55.     (W)     SCALED    
 GR0640* NAVD 88     -       641.683  (meters)    2105.26   (feet)  ADJUSTED  
 GR0640  ___________________________________________________________________
 GR0640  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 GR0640  DYNAMIC HT  -         641.045 (meters)    2103.16  (feet)  COMP
 GR0640  MODELED GRAV-     979,618.9   (mgal)                       NAVD 88
 GR0640
 GR0640  VERT ORDER  -  FIRST     CLASS I
 GR0640
 GR0640.The horizontal coordinates were scaled from a topographic map and have
 GR0640.an estimated accuracy of +/- 6 seconds.
 GR0640
 GR0640.The orthometric height was determined by differential leveling
 GR0640.and adjusted by the National Geodetic Survey in June 1991..
 GR0640
 GR0640.The geoid height was determined by GEOID03.
 GR0640
 GR0640.The dynamic height is computed by dividing the NAVD 88
 GR0640.geopotential number by the normal gravity value computed on the
 GR0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0640.degrees latitude (g = 980.6199 gals.).
 GR0640
 GR0640.The modeled gravity was interpolated from observed gravity values.
 GR0640
 GR0640;                    North         East    Units  Estimated Accuracy
 GR0640;SPC NV E     - 8,186,880.      265,880.      MT  (+/- 180 meters Scaled)
 GR0640
 GR0640                          SUPERSEDED SURVEY CONTROL
 GR0640
 GR0640  NGVD 29 (??/??/92)  640.958  (m)         2102.88   (f) ADJ UNCH    1 1
 GR0640
 GR0640.Superseded values are not recommended for survey control.
 GR0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0640.See file dsdata.txt to determine how the superseded data were derived.
 GR0640
 GR0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA928340(NAD 83)
 GR0640_MARKER: DB = BENCH MARK DISK
 GR0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0640_STAMPING: B 161 1935
 GR0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0640+STABILITY: SURFACE MOTION
 GR0640
 GR0640  HISTORY     - Date     Condition        Report By
 GR0640  HISTORY     - 1935     MONUMENTED       CGS
 GR0640  HISTORY     - 1957     GOOD             NGS
 GR0640  HISTORY     - 1963     GOOD             NGS
 GR0640  HISTORY     - 1983     GOOD             NGS
 GR0640
 GR0640                          STATION DESCRIPTION
 GR0640
 GR0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0640'22.2 MI SW FROM MOAPA.
 GR0640'22.2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0640'AT MOAPA, IN T 17 S, R 64 E, SOUTHEAST CORNER OF SECTION 20, 92 FEET
 GR0640'NORTH OF THE 3RD POLE NORTH OF MILEPOLE 361, 5 1/2 RAILS SOUTH OF THE
 GR0640'WEST END OF CONCRETE BOX CULVERT NO. 361.14, ABOUT 35 FEET SOUTH OF
 GR0640'THE NORTH END OF CUT, 31.1 FEET WEST OF WEST RAIL, 3.3 FEET NORTHWEST
 GR0640'OF A WITNESS POST, ABOUT 8 FEET HIGHER THAN THE TRACK, AND SET IN TOP
 GR0640'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 GR0640
 GR0640                          STATION RECOVERY (1963)
 GR0640
 GR0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0640'RECOVERED IN GOOD CONDITION.
 GR0640
 GR0640                          STATION RECOVERY (1983)
 GR0640
 GR0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0263 ***********************************************************************
 GR0263  DESIGNATION -  B 163
 GR0263  PID         -  GR0263
 GR0263  STATE/COUNTY-  NV/CLARK
 GR0263  USGS QUAD   -  DEVILS THROAT (1983)
 GR0263
 GR0263                         *CURRENT SURVEY CONTROL
 GR0263  ___________________________________________________________________
 GR0263* NAD 83(1986)-  36 27 05.     (N)    114 15 01.     (W)     SCALED    
 GR0263* NAVD 88     -       514.498  (meters)    1687.98   (feet)  POSTED    
 GR0263  ___________________________________________________________________
 GR0263  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 GR0263  DYNAMIC HT  -         514.000 (meters)    1686.35  (feet)  COMP
 GR0263  MODELED GRAV-     979,655.3   (mgal)                       NAVD 88
 GR0263
 GR0263  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0263
 GR0263.The horizontal coordinates were scaled from a topographic map and have
 GR0263.an estimated accuracy of +/- 6 seconds.
 GR0263
 GR0263.The orthometric height was determined by differential leveling
 GR0263.and adjusted by the National Geodetic Survey in 1992..
 GR0263.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0263.rate of 1.1 thru 2.0 mm/km.
 GR0263
 GR0263.The geoid height was determined by GEOID03.
 GR0263
 GR0263.The dynamic height is computed by dividing the NAVD 88
 GR0263.geopotential number by the normal gravity value computed on the
 GR0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0263.degrees latitude (g = 980.6199 gals.).
 GR0263
 GR0263.The modeled gravity was interpolated from observed gravity values.
 GR0263
 GR0263;                    North         East    Units  Estimated Accuracy
 GR0263;SPC NV E     - 8,189,580.      319,500.      MT  (+/- 180 meters Scaled)
 GR0263
 GR0263                          SUPERSEDED SURVEY CONTROL
 GR0263
 GR0263  NGVD 29 (??/??/92)  513.834  (m)         1685.80   (f) ADJ UNCH    1 1
 GR0263
 GR0263.Superseded values are not recommended for survey control.
 GR0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0263.See file dsdata.txt to determine how the superseded data were derived.
 GR0263
 GR0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA464375(NAD 83)
 GR0263_MARKER: DB = BENCH MARK DISK
 GR0263_SETTING: 66 = SET IN ROCK OUTCROP
 GR0263_SP_SET: SANDSTONE OUTCROP
 GR0263_STAMPING: B 163 1935
 GR0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0263+STABILITY: POSITION/ELEVATION WELL
 GR0263
 GR0263  HISTORY     - Date     Condition        Report By
 GR0263  HISTORY     - 1935     MONUMENTED       CGS
 GR0263  HISTORY     - 1950     GOOD             NGS
 GR0263
 GR0263                          STATION DESCRIPTION
 GR0263
 GR0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0263'34.8 MI S FROM RIVERSIDE.
 GR0263'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0263'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0263'THENCE 7.7 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY
 GR0263'ROAD, IN GOLD BUTTE WASH, AT THE NORTH SIDE, IN THE TOP OF THE SOUTH
 GR0263'SLOPE OF A SANDSTONE OUTCROP, ABOUT 50 YARDS NORTHWEST OF THE CENTER
 GR0263'LINE OF THE WASH, 9 FEET WEST OF THE SOUTHWEST CORNER OF A HIGH
 GR0263'SANDSTONE CLIFF, AND ABOUT 2 FEET HIGHER THAN THE BED OF THE WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0003 ***********************************************************************
 GR0003  DESIGNATION -  B 164
 GR0003  PID         -  GR0003
 GR0003  STATE/COUNTY-  NV/CLARK
 GR0003  USGS QUAD   -  OVERTON SE (1983)
 GR0003
 GR0003                         *CURRENT SURVEY CONTROL
 GR0003  ___________________________________________________________________
 GR0003* NAD 83(1986)-  36 30 14.     (N)    114 21 54.     (W)     SCALED    
 GR0003* NAVD 88     -       574.569  (meters)    1885.07   (feet)  POSTED    
 GR0003  ___________________________________________________________________
 GR0003  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GR0003  DYNAMIC HT  -         574.010 (meters)    1883.23  (feet)  COMP
 GR0003  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 GR0003
 GR0003  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0003
 GR0003.The horizontal coordinates were scaled from a topographic map and have
 GR0003.an estimated accuracy of +/- 6 seconds.
 GR0003
 GR0003.The orthometric height was determined by differential leveling
 GR0003.and adjusted by the National Geodetic Survey in 1992..
 GR0003.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0003.rate of 0.0 thru 1.0 mm/km.
 GR0003
 GR0003.The geoid height was determined by GEOID03.
 GR0003
 GR0003.The dynamic height is computed by dividing the NAVD 88
 GR0003.geopotential number by the normal gravity value computed on the
 GR0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0003.degrees latitude (g = 980.6199 gals.).
 GR0003
 GR0003.The modeled gravity was interpolated from observed gravity values.
 GR0003
 GR0003;                    North         East    Units  Estimated Accuracy
 GR0003;SPC NV E     - 8,195,270.      309,140.      MT  (+/- 180 meters Scaled)
 GR0003
 GR0003                          SUPERSEDED SURVEY CONTROL
 GR0003
 GR0003  NGVD 29 (??/??/92)  573.922  (m)         1882.94   (f) ADJ UNCH    1 1
 GR0003
 GR0003.Superseded values are not recommended for survey control.
 GR0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0003.See file dsdata.txt to determine how the superseded data were derived.
 GR0003
 GR0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA359430(NAD 83)
 GR0003_MARKER: DB = BENCH MARK DISK
 GR0003_SETTING: 66 = SET IN ROCK OUTCROP
 GR0003_SP_SET: BEDROCK OUTCROP
 GR0003_STAMPING: B 164 1935
 GR0003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0003+STABILITY: POSITION/ELEVATION WELL
 GR0003
 GR0003  HISTORY     - Date     Condition        Report By
 GR0003  HISTORY     - 1935     MONUMENTED       CGS
 GR0003  HISTORY     - 1950     GOOD             NGS
 GR0003  HISTORY     - 1979     GOOD             USGS
 GR0003
 GR0003                          STATION DESCRIPTION
 GR0003
 GR0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0003'10.5 MI E FROM OVERTON.
 GR0003'0.2 MILE EAST ALONG B STREET FROM THE MOAPA VALLEY HIGH SCHOOL AT
 GR0003'OVERTON, THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3
 GR0003'MILES NORTH ALONG A GRADED ROAD, THENCE 2.7 MILES NORTHEAST ALONG A
 GR0003'TRACK ROAD, THENCE 5.7 MILES SOUTHEAST ACROSS MORMON MESA, THENCE 0.5
 GR0003'MILE SOUTHEAST ALONG A PROMINENT RIDGE, ON THE TOP OF THE SOUTHWEST
 GR0003'EDGE OF A LARGE FLAT TOP HILL, ABOUT 57 YARDS EAST OF THE WEST POINT
 GR0003'OF THE HILL, IN THE TOP OF A 3- BY 3-FOOT OUTCROP OF BED ROCK, 38 FEET
 GR0003'NORTH OF BM N 89 (USGS), 36 FEET NORTHEAST OF THE SOUTHWEST RIM OF THE
 GR0003'HILL, AND FLUSH WITH THE GROUND.
 GR0003
 GR0003                          STATION RECOVERY (1979)
 GR0003
 GR0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0003'OVERTON POST OFFICE, 4 MI NORTH AND EAST ALONG ROAD TO MORMON MESA.
 GR0003'THENCE 6.10 MI SE ALONG TRACK RD ON MORMON MESA, THENCE 0.5 MILE
 GR0003'SOUTHEAST ALONG A PROMINENT RIDGE, ON THE TOP OF THE SOUTHWEST EDGE
 GR0003'OF A LARGE FLAT TOP HILL, ABOUT 57 YARDS EAST OF THE WEST POINT OF
 GR0003'THE HILL, IN THE TOP OF A 3 BY 3 FOOT OUTCROP OF BEDROCK, 38 FEET
 GR0003'NORTH OF BM N 89 (USGS), 36 FEET NORTHEAST OF THE SOUTHWEST RIM OF
 GR0003'THE HILL, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0445 ***********************************************************************
 GR0445  DESIGNATION -  B 167
 GR0445  PID         -  GR0445
 GR0445  STATE/COUNTY-  NV/CLARK
 GR0445  USGS QUAD   -  GOVERNMENT WASH (1970)
 GR0445
 GR0445                         *CURRENT SURVEY CONTROL
 GR0445  ___________________________________________________________________
 GR0445* NAD 83(1986)-  36 13 29.     (N)    114 52 06.     (W)     SCALED    
 GR0445* NAVD 88     -       559.476  (meters)    1835.55   (feet)  POSTED    
 GR0445  ___________________________________________________________________
 GR0445  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 GR0445  DYNAMIC HT  -         558.930 (meters)    1833.76  (feet)  COMP
 GR0445  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 GR0445
 GR0445  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0445
 GR0445.The horizontal coordinates were scaled from a topographic map and have
 GR0445.an estimated accuracy of +/- 6 seconds.
 GR0445
 GR0445.The orthometric height was determined by differential leveling
 GR0445.and adjusted by the National Geodetic Survey in 1992..
 GR0445.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0445.rate of 0.0 thru 1.0 mm/km.
 GR0445
 GR0445.The geoid height was determined by GEOID03.
 GR0445
 GR0445.The dynamic height is computed by dividing the NAVD 88
 GR0445.geopotential number by the normal gravity value computed on the
 GR0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0445.degrees latitude (g = 980.6199 gals.).
 GR0445
 GR0445.The modeled gravity was interpolated from observed gravity values.
 GR0445
 GR0445;                    North         East    Units  Estimated Accuracy
 GR0445;SPC NV E     - 8,163,840.      264,280.      MT  (+/- 180 meters Scaled)
 GR0445
 GR0445                          SUPERSEDED SURVEY CONTROL
 GR0445
 GR0445  NGVD 29 (??/??/92)  558.800  (m)         1833.33   (f) ADJ UNCH    1 1
 GR0445
 GR0445.Superseded values are not recommended for survey control.
 GR0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0445.See file dsdata.txt to determine how the superseded data were derived.
 GR0445
 GR0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA915109(NAD 83)
 GR0445_MARKER: DB = BENCH MARK DISK
 GR0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0445_STAMPING: B 167 1935
 GR0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0445+STABILITY: SURFACE MOTION
 GR0445
 GR0445  HISTORY     - Date     Condition        Report By
 GR0445  HISTORY     - 1935     MONUMENTED       CGS
 GR0445  HISTORY     - 1963     GOOD             NGS
 GR0445
 GR0445                          STATION DESCRIPTION
 GR0445
 GR0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0445'9.8 MI S FROM APEX SIDING.
 GR0445'9.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM APEX SIDING, THENCE 0.2
 GR0445'MILE EAST ALONG A TRACK ROAD, 0.2 MILE EAST OF THE FIBREBOARD PAPER
 GR0445'PRODUCTS CORPORATION QUARRY, 21 FEET EAST OF THE CENTER LINE OF A
 GR0445'NORTH-SOUTH ROAD, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.2
 GR0445'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 GR0445'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 GR0445'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0535 ***********************************************************************
 GR0535  DESIGNATION -  B 168
 GR0535  PID         -  GR0535
 GR0535  STATE/COUNTY-  NV/CLARK
 GR0535  USGS QUAD   -  BOULDER BEACH (1970)
 GR0535
 GR0535                         *CURRENT SURVEY CONTROL
 GR0535  ___________________________________________________________________
 GR0535* NAD 83(1986)-  36 00 40.     (N)    114 46 38.     (W)     SCALED    
 GR0535* NAVD 88     -       527.506  (meters)    1730.66   (feet)  ADJUSTED  
 GR0535  ___________________________________________________________________
 GR0535  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0535  DYNAMIC HT  -         526.978 (meters)    1728.93  (feet)  COMP
 GR0535  MODELED GRAV-     979,616.8   (mgal)                       NAVD 88
 GR0535
 GR0535  VERT ORDER  -  FIRST     CLASS I
 GR0535
 GR0535.The horizontal coordinates were scaled from a topographic map and have
 GR0535.an estimated accuracy of +/- 6 seconds.
 GR0535
 GR0535.The orthometric height was determined by differential leveling
 GR0535.and adjusted by the National Geodetic Survey in June 1991..
 GR0535
 GR0535.The geoid height was determined by GEOID03.
 GR0535
 GR0535.The dynamic height is computed by dividing the NAVD 88
 GR0535.geopotential number by the normal gravity value computed on the
 GR0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0535.degrees latitude (g = 980.6199 gals.).
 GR0535
 GR0535.The modeled gravity was interpolated from observed gravity values.
 GR0535
 GR0535;                    North         East    Units  Estimated Accuracy
 GR0535;SPC NV E     - 8,140,200.      272,670.      MT  (+/- 180 meters Scaled)
 GR0535
 GR0535                          SUPERSEDED SURVEY CONTROL
 GR0535
 GR0535  NGVD 29 (??/??/92)  526.796  (m)         1728.33   (f) ADJ UNCH    1 1
 GR0535
 GR0535.Superseded values are not recommended for survey control.
 GR0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0535.See file dsdata.txt to determine how the superseded data were derived.
 GR0535
 GR0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV003874(NAD 83)
 GR0535_MARKER: DB = BENCH MARK DISK
 GR0535_SETTING: 80 = SET IN A BOULDER
 GR0535_SP_SET: BOULDER
 GR0535_STAMPING: B 168 1935
 GR0535_MARK LOGO: CGS   
 GR0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0535+STABILITY: SURFACE MOTION
 GR0535
 GR0535  HISTORY     - Date     Condition        Report By
 GR0535  HISTORY     - 1935     MONUMENTED       CGS
 GR0535  HISTORY     - 1950     GOOD             NGS
 GR0535  HISTORY     - 1963     GOOD             NGS
 GR0535  HISTORY     - 1981     GOOD             NGS
 GR0535  HISTORY     - 1990     GOOD             USPSQD
 GR0535
 GR0535                          STATION DESCRIPTION
 GR0535
 GR0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0535'3.1 MI W FROM HOOVER DAM.
 GR0535'3.1 MILES WEST ALONG U.S. HIGHWAY 93 FROM THE NORTHWEST (NEVADA) END
 GR0535'OF HOOVER DAM, AT THE SOUTH BASE OF A HIGH ROCKY HILL, NEAR THE
 GR0535'SOUTHWEST END OF AN S CURVE, IN THE TOP OF A LARGE BLACK BOULDER
 GR0535'MARKED BY THE WHITE PAINTED LETTERS B M, 46.9 FEET NORTHWEST OF THE
 GR0535'CENTER LINE OF THE HIGHWAY, 32 FEET NORTHEAST OF THE NORTH CORNER OF A
 GR0535'15- BY 20-FOOT BORROW PIT, AND ABOUT 8 FEET HIGHER THAN THE HIGHWAY.
 GR0535
 GR0535                          STATION RECOVERY (1963)
 GR0535
 GR0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0535'RECOVERED IN GOOD CONDITION.
 GR0535
 GR0535                          STATION RECOVERY (1981)
 GR0535
 GR0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0535'RECOVERED IN GOOD CONDITION.
 GR0535
 GR0535                          STATION RECOVERY (1990)
 GR0535
 GR0535'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0039 ***********************************************************************
 FS0039  DESIGNATION -  B 169
 FS0039  PID         -  FS0039
 FS0039  STATE/COUNTY-  NV/CLARK
 FS0039  USGS QUAD   -  BOULDER CITY (1983)
 FS0039
 FS0039                         *CURRENT SURVEY CONTROL
 FS0039  ___________________________________________________________________
 FS0039* NAD 83(1986)-  35 58 43.     (N)    114 50 02.     (W)     SCALED    
 FS0039* NAVD 88     -       764.911  (meters)    2509.55   (feet)  ADJUSTED  
 FS0039  ___________________________________________________________________
 FS0039  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FS0039  DYNAMIC HT  -         764.113 (meters)    2506.93  (feet)  COMP
 FS0039  MODELED GRAV-     979,564.1   (mgal)                       NAVD 88
 FS0039
 FS0039  VERT ORDER  -  FIRST     CLASS I
 FS0039
 FS0039.The horizontal coordinates were scaled from a topographic map and have
 FS0039.an estimated accuracy of +/- 6 seconds.
 FS0039
 FS0039.The orthometric height was determined by differential leveling
 FS0039.and adjusted by the National Geodetic Survey in June 1991..
 FS0039
 FS0039.The geoid height was determined by GEOID03.
 FS0039
 FS0039.The dynamic height is computed by dividing the NAVD 88
 FS0039.geopotential number by the normal gravity value computed on the
 FS0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0039.degrees latitude (g = 980.6199 gals.).
 FS0039
 FS0039.The modeled gravity was interpolated from observed gravity values.
 FS0039
 FS0039;                    North         East    Units  Estimated Accuracy
 FS0039;SPC NV E     - 8,136,560.      267,590.      MT  (+/- 180 meters Scaled)
 FS0039
 FS0039                          SUPERSEDED SURVEY CONTROL
 FS0039
 FS0039  NGVD 29 (??/??/92)  764.204  (m)         2507.23   (f) ADJ UNCH    1 1
 FS0039
 FS0039.Superseded values are not recommended for survey control.
 FS0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0039.See file dsdata.txt to determine how the superseded data were derived.
 FS0039
 FS0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV952837(NAD 83)
 FS0039_MARKER: DB = BENCH MARK DISK
 FS0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0039_SP_SET: BANNISTER
 FS0039_STAMPING: B 169 1935
 FS0039_MARK LOGO: CGS   
 FS0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0039+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 FS0039
 FS0039  HISTORY     - Date     Condition        Report By
 FS0039  HISTORY     - 1935     MONUMENTED       CGS
 FS0039  HISTORY     - 1950     GOOD             NGS
 FS0039  HISTORY     - 1963     GOOD             NGS
 FS0039  HISTORY     - 1981     GOOD             NGS
 FS0039  HISTORY     - 20050520 GOOD             GEOCAC
 FS0039
 FS0039                          STATION DESCRIPTION
 FS0039
 FS0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0039'AT BOULDER CITY.
 FS0039'AT BOULDER CITY, AT THE BOULDER CITY SCHOOL, AT THE WEST
 FS0039'(CALIFORNIA AVENUE) ENTRANCE, IN THE TOP OF THE NORTH CONCRETE
 FS0039'BANNISTER, 17.8 FEET NORTHWEST OF THE CENTER OF THE DOORWAY, 2.0
 FS0039'FEET ABOVE THE SIDEWALK, AND 1.3 FEET WEST OF THE WEST BRICK
 FS0039'WALL.
 FS0039
 FS0039                          STATION RECOVERY (1963)
 FS0039
 FS0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0039'RECOVERED IN GOOD CONDITION.
 FS0039
 FS0039                          STATION RECOVERY (1981)
 FS0039
 FS0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0039'AT THE WEST (CALIFORNIA AVENUE) ENTRANCE TO THE BOULDER CITY CITY
 FS0039'HALL, IN THE TOP OF THE NORTH CONCRETE BANISTER, 5.4 METERS (17.8 FT)
 FS0039'NORTHWEST OF THE CENTER OF THE DOORWAY, 0.4 METER (1.3 FT) WEST OF THE
 FS0039'WEST BRICK WALL.
 FS0039'THE MARK IS 0.6 M ABOVE THE SIDEWALK.
 FS0039
 FS0039                          STATION RECOVERY (2005)
 FS0039
 FS0039'RECOVERY NOTE BY GEOCACHING 2005 (WS)
 FS0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0373 ***********************************************************************
 MT0373  DESIGNATION -  B 17
 MT0373  PID         -  MT0373
 MT0373  STATE/COUNTY-  NV/ELKO
 MT0373  USGS QUAD   -  STAG MOUNTAIN (1967)
 MT0373
 MT0373                         *CURRENT SURVEY CONTROL
 MT0373  ___________________________________________________________________
 MT0373* NAD 83(1986)-  41 29 15.     (N)    115 26 09.     (W)     SCALED    
 MT0373* NAVD 88     -      1885.724  (meters)    6186.75   (feet)  ADJUSTED  
 MT0373  ___________________________________________________________________
 MT0373  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 MT0373  DYNAMIC HT  -        1884.157 (meters)    6181.61  (feet)  COMP
 MT0373  MODELED GRAV-     979,725.1   (mgal)                       NAVD 88
 MT0373
 MT0373  VERT ORDER  -  SECOND    CLASS 0
 MT0373
 MT0373.The horizontal coordinates were scaled from a topographic map and have
 MT0373.an estimated accuracy of +/- 6 seconds.
 MT0373
 MT0373.The orthometric height was determined by differential leveling
 MT0373.and adjusted by the National Geodetic Survey in June 1991..
 MT0373
 MT0373.The geoid height was determined by GEOID03.
 MT0373
 MT0373.The dynamic height is computed by dividing the NAVD 88
 MT0373.geopotential number by the normal gravity value computed on the
 MT0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0373.degrees latitude (g = 980.6199 gals.).
 MT0373
 MT0373.The modeled gravity was interpolated from observed gravity values.
 MT0373
 MT0373;                    North         East    Units  Estimated Accuracy
 MT0373;SPC NV E     - 8,747,790.      212,320.      MT  (+/- 180 meters Scaled)
 MT0373
 MT0373                          SUPERSEDED SURVEY CONTROL
 MT0373
 MT0373  NGVD 29 (??/??/92) 1884.467  (m)         6182.62   (f) ADJ UNCH    2 0
 MT0373
 MT0373.Superseded values are not recommended for survey control.
 MT0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0373.See file dsdata.txt to determine how the superseded data were derived.
 MT0373
 MT0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF305940(NAD 83)
 MT0373_MARKER: DD = SURVEY DISK
 MT0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0373_STAMPING: B-17 1933
 MT0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0373+STABILITY: SURFACE MOTION
 MT0373
 MT0373  HISTORY     - Date     Condition        Report By
 MT0373  HISTORY     - 1933     MONUMENTED       USGS
 MT0373  HISTORY     - 1934     GOOD             NGS
 MT0373
 MT0373                          STATION DESCRIPTION
 MT0373
 MT0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0373'10.3 MI S FROM CHARLESTON.
 MT0373'10.3 MILES SOUTH OF PUMTY RANCH HOUSE AT CHARLESTON 54 FEET NORTHEAST
 MT0373'OF FENCE LINE AND JUST SOUTH OF POINT WHERE THE ROAD STARTS TO LEAVE
 MT0373'FENCE LINE.  38 FEET NORTH OF ROAD FORKS TO THE SOUTHEAST.  29 FEET
 MT0373'NORTHEAST OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0445 ***********************************************************************
 GS0445  DESIGNATION -  B 17 RESET
 GS0445  PID         -  GS0445
 GS0445  STATE/COUNTY-  NV/NYE
 GS0445  USGS QUAD   -  STRIPED HILLS (1983)
 GS0445
 GS0445                         *CURRENT SURVEY CONTROL
 GS0445  ___________________________________________________________________
 GS0445* NAD 83(1986)-  36 37 35.     (N)    116 18 36.     (W)     SCALED    
 GS0445* NAVD 88     -       866.589  (meters)    2843.13   (feet)  ADJUSTED  
 GS0445  ___________________________________________________________________
 GS0445  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 GS0445  DYNAMIC HT  -         865.709 (meters)    2840.25  (feet)  COMP
 GS0445  MODELED GRAV-     979,587.6   (mgal)                       NAVD 88
 GS0445
 GS0445  VERT ORDER  -  FIRST     CLASS II
 GS0445
 GS0445.The horizontal coordinates were scaled from a topographic map and have
 GS0445.an estimated accuracy of +/- 6 seconds.
 GS0445
 GS0445.The orthometric height was determined by differential leveling
 GS0445.and adjusted by the National Geodetic Survey in June 1991..
 GS0445
 GS0445.The geoid height was determined by GEOID03.
 GS0445
 GS0445.The dynamic height is computed by dividing the NAVD 88
 GS0445.geopotential number by the normal gravity value computed on the
 GS0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0445.degrees latitude (g = 980.6199 gals.).
 GS0445
 GS0445.The modeled gravity was interpolated from observed gravity values.
 GS0445
 GS0445;                    North         East    Units  Estimated Accuracy
 GS0445;SPC NV C     - 6,208,230.      531,900.      MT  (+/- 180 meters Scaled)
 GS0445
 GS0445                          SUPERSEDED SURVEY CONTROL
 GS0445
 GS0445  NGVD 29 (05/01/91)  865.788  (m)         2840.51   (f) ADJUSTED    1 2
 GS0445
 GS0445.Superseded values are not recommended for survey control.
 GS0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0445.See file dsdata.txt to determine how the superseded data were derived.
 GS0445
 GS0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA616536(NAD 83)
 GS0445_MARKER: DB = BENCH MARK DISK
 GS0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0445_SP_SET: CONCRETE POST
 GS0445_STAMPING: B 17 RESET 1977
 GS0445_MARK LOGO: NGS   
 GS0445_PROJECTION: PROJECTING 3 CENTIMETERS
 GS0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0445+STABILITY: SURFACE MOTION
 GS0445
 GS0445  HISTORY     - Date     Condition        Report By
 GS0445  HISTORY     - 1977     MONUMENTED       NVDH
 GS0445  HISTORY     - 1982     GOOD             NGS
 GS0445  HISTORY     - 1983     GOOD             NGS
 GS0445
 GS0445                          STATION DESCRIPTION
 GS0445
 GS0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0445'8.2 KM(5.1 MI) EAST FROM LATHROP WELLS.
 GS0445'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS--8.2 KM
 GS0445'(5.1 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 GS0445'HIGHWAY 373 IN LATHROP WELLS, 0.2 KM (0.1 MI) WEST OF MILEPOST 25,
 GS0445'47.2 METERS (155 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 70.7
 GS0445'METERS (232 FT) WEST OF THE SOUTH END OF THE WEST ONE OF FOUR 48-INCH
 GS0445'CORRUGATED METAL PIPES FOR THE ROCK VALLEY WASH CULVERT, 14.6 METERS
 GS0445'(48 FT) NORTH OF THE RIGHT OF WAY FENCE, 16.3 METERS (53.5 FT)
 GS0445'SOUTHWEST OF NVHD BENCH MARK 0649+50.32.EC99.7090, 1.0 METERS (3.3 FT)
 GS0445'SOUTHWEST OF NVHD BENCH MARK 0649+50.32.PT 150.90.
 GS0445'THE MARK IS 0.25 METERS  N FROM A WITNESS POST.
 GS0445'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 GS0445
 GS0445                          STATION RECOVERY (1983)
 GS0445
 GS0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1072 ***********************************************************************
 GR1072  DESIGNATION -  B 170
 GR1072  PID         -  GR1072
 GR1072  STATE/COUNTY-  NV/CLARK
 GR1072  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1072
 GR1072                         *CURRENT SURVEY CONTROL
 GR1072  ___________________________________________________________________
 GR1072* NAD 83(1986)-  36 06 18.     (N)    115 11 28.     (W)     SCALED    
 GR1072* NAVD 88     -       664.15   (+/-2cm)    2179.0    (feet)  VERTCON   
 GR1072  ___________________________________________________________________
 GR1072  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GR1072
 GR1072  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1072
 GR1072.The horizontal coordinates were scaled from a topographic map and have
 GR1072.an estimated accuracy of +/- 6 seconds.
 GR1072
 GR1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1072.The vertical order pertains to the NGVD 29 superseded value.
 GR1072
 GR1072.The geoid height was determined by GEOID03.
 GR1072
 GR1072;                    North         East    Units  Estimated Accuracy
 GR1072;SPC NV E     - 8,150,390.      235,310.      MT  (+/- 180 meters Scaled)
 GR1072
 GR1072                          SUPERSEDED SURVEY CONTROL
 GR1072
 GR1072  NGVD 29 (??/??/92)  663.513  (m)         2176.88   (f) ADJ UNCH    1 2
 GR1072
 GR1072.Superseded values are not recommended for survey control.
 GR1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1072.See file dsdata.txt to determine how the superseded data were derived.
 GR1072
 GR1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV628971(NAD 83)
 GR1072_MARKER: DB = BENCH MARK DISK
 GR1072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR1072_SP_SET: CULVERT
 GR1072_STAMPING: B 170 1935
 GR1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1072
 GR1072  HISTORY     - Date     Condition        Report By
 GR1072  HISTORY     - 1935     MONUMENTED       CGS
 GR1072  HISTORY     - 1957     GOOD             NGS
 GR1072  HISTORY     - 1963     GOOD             NGS
 GR1072  HISTORY     - 1980     MARK NOT FOUND   NGS
 GR1072  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1072
 GR1072                          STATION DESCRIPTION
 GR1072
 GR1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR1072'5.2 MI S FROM LAS VEGAS.
 GR1072'5.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1072'LAS VEGAS, 0.2 MILE SOUTH OF BRACKEN SIDING, 70 FEET NORTHWEST OF MILE
 GR1072'POLE 329, AT A 4-BY 8-FOOT CONCRETE CULVERT 329.02, IN THE TOP OF THE
 GR1072'NORTH END OF THE EAST HEADWALL, 17.0 FEET EAST OF THE EAST RAIL, AND
 GR1072'ABOUT 10 FEET LOWER THAN THE TRACK.
 GR1072
 GR1072                          STATION RECOVERY (1963)
 GR1072
 GR1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR1072'RECOVERED IN GOOD CONDITION.
 GR1072
 GR1072                          STATION RECOVERY (1980)
 GR1072
 GR1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1072'THE MARK WAS DESTROYED WHEN THE HEADWALL WAS RAISED.
 GR1072
 GR1072                          STATION RECOVERY (1996)
 GR1072
 GR1072'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0501 ***********************************************************************
 GR0501  DESIGNATION -  B 172
 GR0501  PID         -  GR0501
 GR0501  STATE/COUNTY-  NV/CLARK
 GR0501  USGS QUAD   -  BOULDER CANYON (1983)
 GR0501
 GR0501                         *CURRENT SURVEY CONTROL
 GR0501  ___________________________________________________________________
 GR0501* NAD 83(1986)-  36 10 42.     (N)    114 33 27.     (W)     SCALED    
 GR0501* NAVD 88     -       397.943  (meters)    1305.58   (feet)  POSTED    
 GR0501  ___________________________________________________________________
 GR0501  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 GR0501  DYNAMIC HT  -         397.560 (meters)    1304.33  (feet)  COMP
 GR0501  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 GR0501
 GR0501  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0501
 GR0501.The horizontal coordinates were scaled from a topographic map and have
 GR0501.an estimated accuracy of +/- 6 seconds.
 GR0501
 GR0501.The orthometric height was determined by differential leveling
 GR0501.and adjusted by the National Geodetic Survey in 1992..
 GR0501.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0501.rate of 0.0 thru 1.0 mm/km.
 GR0501
 GR0501.The geoid height was determined by GEOID03.
 GR0501
 GR0501.The dynamic height is computed by dividing the NAVD 88
 GR0501.geopotential number by the normal gravity value computed on the
 GR0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0501.degrees latitude (g = 980.6199 gals.).
 GR0501
 GR0501.The modeled gravity was interpolated from observed gravity values.
 GR0501
 GR0501;                    North         East    Units  Estimated Accuracy
 GR0501;SPC NV E     - 8,158,940.      292,280.      MT  (+/- 180 meters Scaled)
 GR0501
 GR0501                          SUPERSEDED SURVEY CONTROL
 GR0501
 GR0501  NGVD 29 (??/??/92)  397.262  (m)         1303.35   (f) ADJ UNCH    1 1
 GR0501
 GR0501.Superseded values are not recommended for survey control.
 GR0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0501.See file dsdata.txt to determine how the superseded data were derived.
 GR0501
 GR0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA196064(NAD 83)
 GR0501_MARKER: DB = BENCH MARK DISK
 GR0501_SETTING: 80 = SET IN A BOULDER
 GR0501_SP_SET: BOULDER
 GR0501_STAMPING: B 172 1935
 GR0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0501+STABILITY: SURFACE MOTION
 GR0501
 GR0501  HISTORY     - Date     Condition        Report By
 GR0501  HISTORY     - 1935     MONUMENTED       CGS
 GR0501  HISTORY     - 1950     GOOD             NGS
 GR0501  HISTORY     - 1963     GOOD             NGS
 GR0501
 GR0501                          STATION DESCRIPTION
 GR0501
 GR0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0501'0.6 MI NW FROM MOUTH OF BOULDER WASH.
 GR0501'0.6 MILE NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0501'WASH, IN BOULDER WASH, ON THE TOP OF THE NORTH END OF A GRAY BOULDER,
 GR0501'135 FEET WEST OF A LONE 4-FOOT-HIGH BLACK BOULDER AT THE SOUTH EDGE OF
 GR0501'THE WASH, 27 FEET NORTH OF THE SOUTH WASH WALL, ABOUT 2 FEET HIGHER
 GR0501'THAN THE BED OF THE WASH, AND MARKED BY THE WHITE PAINTED LETTERS BM.
 GR0501'NOTE-- THERE IS NO REMAINING DEFINITE ROAD AT THIS POINT.
 GR0501
 GR0501                          STATION RECOVERY (1963)
 GR0501
 GR0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0499 ***********************************************************************
 GR0499  DESIGNATION -  B 173
 GR0499  PID         -  GR0499
 GR0499  STATE/COUNTY-  NV/CLARK
 GR0499  USGS QUAD   -  BOULDER CANYON (1983)
 GR0499
 GR0499                         *CURRENT SURVEY CONTROL
 GR0499  ___________________________________________________________________
 GR0499* NAD 83(1986)-  36 10 44.     (N)    114 33 30.     (W)     SCALED    
 GR0499* NAVD 88     -       401.555  (meters)    1317.43   (feet)  POSTED    
 GR0499  ___________________________________________________________________
 GR0499  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 GR0499  DYNAMIC HT  -         401.170 (meters)    1316.17  (feet)  COMP
 GR0499  MODELED GRAV-     979,663.0   (mgal)                       NAVD 88
 GR0499
 GR0499  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0499
 GR0499.The horizontal coordinates were scaled from a topographic map and have
 GR0499.an estimated accuracy of +/- 6 seconds.
 GR0499
 GR0499.The orthometric height was determined by differential leveling
 GR0499.and adjusted by the National Geodetic Survey in 1992..
 GR0499.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0499.rate of 0.0 thru 1.0 mm/km.
 GR0499
 GR0499.The geoid height was determined by GEOID03.
 GR0499
 GR0499.The dynamic height is computed by dividing the NAVD 88
 GR0499.geopotential number by the normal gravity value computed on the
 GR0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0499.degrees latitude (g = 980.6199 gals.).
 GR0499
 GR0499.The modeled gravity was interpolated from observed gravity values.
 GR0499
 GR0499;                    North         East    Units  Estimated Accuracy
 GR0499;SPC NV E     - 8,159,010.      292,200.      MT  (+/- 180 meters Scaled)
 GR0499
 GR0499                          SUPERSEDED SURVEY CONTROL
 GR0499
 GR0499  NGVD 29 (??/??/92)  400.874  (m)         1315.20   (f) ADJ UNCH    1 1
 GR0499
 GR0499.Superseded values are not recommended for survey control.
 GR0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0499.See file dsdata.txt to determine how the superseded data were derived.
 GR0499
 GR0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA195065(NAD 83)
 GR0499_MARKER: DB = BENCH MARK DISK
 GR0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0499_SP_SET: WASH WALL
 GR0499_STAMPING: B 173 1935
 GR0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0499
 GR0499  HISTORY     - Date     Condition        Report By
 GR0499  HISTORY     - 1935     MONUMENTED       CGS
 GR0499  HISTORY     - 1950     GOOD             NGS
 GR0499  HISTORY     - 1963     GOOD             NGS
 GR0499
 GR0499                          STATION DESCRIPTION
 GR0499
 GR0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0499'0.6 MI NW FROM MOUTH OF BOULDER WASH.
 GR0499'0.6 MILE NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0499'WASH, IN BOULDER WASH, AT THE BASE OF THE SOUTH WALL OF THE WASH, 107
 GR0499'FEET EAST OF THE APPROXIMATE CENTER OF THE MOUTH OF A DEEP RAVINE
 GR0499'ENTERING THE WASH FROM THE SOUTH, 52 YARDS WEST OF BENCH MARK B 172,
 GR0499'ABOUT 8 FEET HIGHER THAN THE BED OF THE WASH, AND MARKED BY THE WHITE
 GR0499'PAINTED LETTERS BM.  NOTE-- THERE IS NO REMAINING DEFINITE ROAD AT
 GR0499'THIS POINT.
 GR0499
 GR0499                          STATION RECOVERY (1963)
 GR0499
 GR0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0351 ***********************************************************************
 GR0351  DESIGNATION -  B 175
 GR0351  PID         -  GR0351
 GR0351  STATE/COUNTY-  NV/CLARK
 GR0351  USGS QUAD   -  GOLD BUTTE (1984)
 GR0351
 GR0351                         *CURRENT SURVEY CONTROL
 GR0351  ___________________________________________________________________
 GR0351* NAD 83(1986)-  36 18 23.     (N)    114 14 01.     (W)     SCALED    
 GR0351* NAVD 88     -       947.682  (meters)    3109.19   (feet)  POSTED    
 GR0351  ___________________________________________________________________
 GR0351  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 GR0351  DYNAMIC HT  -         946.710 (meters)    3106.00  (feet)  COMP
 GR0351  MODELED GRAV-     979,576.0   (mgal)                       NAVD 88
 GR0351
 GR0351  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0351
 GR0351.The horizontal coordinates were scaled from a topographic map and have
 GR0351.an estimated accuracy of +/- 6 seconds.
 GR0351
 GR0351.The orthometric height was determined by differential leveling
 GR0351.and adjusted by the National Geodetic Survey in 1992..
 GR0351.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0351.rate of 0.0 thru 1.0 mm/km.
 GR0351
 GR0351.The geoid height was determined by GEOID03.
 GR0351
 GR0351.The dynamic height is computed by dividing the NAVD 88
 GR0351.geopotential number by the normal gravity value computed on the
 GR0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0351.degrees latitude (g = 980.6199 gals.).
 GR0351
 GR0351.The modeled gravity was interpolated from observed gravity values.
 GR0351
 GR0351;                    North         East    Units  Estimated Accuracy
 GR0351;SPC NV E     - 8,173,510.      321,220.      MT  (+/- 180 meters Scaled)
 GR0351
 GR0351                          SUPERSEDED SURVEY CONTROL
 GR0351
 GR0351  NGVD 29 (??/??/92)  946.974  (m)         3106.86   (f) ADJ UNCH    1 1
 GR0351
 GR0351.Superseded values are not recommended for survey control.
 GR0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0351.See file dsdata.txt to determine how the superseded data were derived.
 GR0351
 GR0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA483214(NAD 83)
 GR0351_MARKER: DB = BENCH MARK DISK
 GR0351_SETTING: 66 = SET IN ROCK OUTCROP
 GR0351_SP_SET: LIMESTONE OUTCROP
 GR0351_STAMPING: B 175 1935
 GR0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0351+STABILITY: POSITION/ELEVATION WELL
 GR0351
 GR0351  HISTORY     - Date     Condition        Report By
 GR0351  HISTORY     - 1935     MONUMENTED       CGS
 GR0351  HISTORY     - 1950     GOOD             NGS
 GR0351  HISTORY     - 1979     GOOD             USGS
 GR0351
 GR0351                          STATION DESCRIPTION
 GR0351
 GR0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0351'2.9 MI NW FROM GOLD BUTTE RANCHHOUSE.
 GR0351'2.9 MILES NORTHWEST ALONG AN ABANDONED ROAD AND GOLD BUTTE WASH FROM
 GR0351'THE GOLD BUTTE RANCHHOUSE, IN THE TOP OF A LIMESTONE OUTCROP, BETWEEN
 GR0351'AND AT THE FOOT OF TWO PROMINENT ROCKY PEAKS, AT THE BASE OF THE NORTH
 GR0351'BANK OF THE WASH, 148 FEET EAST OF A POINT WHERE THE ROAD LEAVES THE
 GR0351'WASH, 6 1/2 FEET WEST OF A 3-INCH MESQUITE TREE, ABOUT LEVEL WITH THE
 GR0351'WASH AND MARKED BY THE WHITE PAINTED LETTERS BM.
 GR0351
 GR0351                          STATION RECOVERY (1979)
 GR0351
 GR0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0351'2.9 MILES NORTHWEST ALONG THE ROAD TO GOLD BUTTE WASH FROM THE ROAD
 GR0351'FORK AT GOLD BUTTE, ABOUT 375 FEET SOUTHWEST OF THE PRESENT ROAD, IN
 GR0351'THE TOP OF A LIMESTONE OUTCROP, BETWEEN AND AT THE FOOT OF TWO
 GR0351'PROMINENT ROCKY PEAKS, AT THE NORTH BANK OF A WASH, 6 1/2 FEET WEST
 GR0351'OF A 3 INCH MESQUITE TREE, ABOUT LEVEL WITH THE WASH, SET IN OUTCROP
 GR0351'AND MARKED WITH BM PAINTED ON OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0320 ***********************************************************************
 GR0320  DESIGNATION -  B 176
 GR0320  PID         -  GR0320
 GR0320  STATE/COUNTY-  NV/CLARK
 GR0320  USGS QUAD   -  JUMBO PEAK (1983)
 GR0320
 GR0320                         *CURRENT SURVEY CONTROL
 GR0320  ___________________________________________________________________
 GR0320* NAD 83(1986)-  36 08 44.     (N)    114 11 31.     (W)     SCALED    
 GR0320* NAVD 88     -       868.010  (meters)    2847.80   (feet)  POSTED    
 GR0320  ___________________________________________________________________
 GR0320  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 GR0320  DYNAMIC HT  -         867.100 (meters)    2844.81  (feet)  COMP
 GR0320  MODELED GRAV-     979,560.7   (mgal)                       NAVD 88
 GR0320
 GR0320  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0320
 GR0320.The horizontal coordinates were scaled from a topographic map and have
 GR0320.an estimated accuracy of +/- 6 seconds.
 GR0320
 GR0320.The orthometric height was determined by differential leveling
 GR0320.and adjusted by the National Geodetic Survey in 1992..
 GR0320.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0320.rate of 0.0 thru 1.0 mm/km.
 GR0320
 GR0320.The geoid height was determined by GEOID03.
 GR0320
 GR0320.The dynamic height is computed by dividing the NAVD 88
 GR0320.geopotential number by the normal gravity value computed on the
 GR0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0320.degrees latitude (g = 980.6199 gals.).
 GR0320
 GR0320.The modeled gravity was interpolated from observed gravity values.
 GR0320
 GR0320;                    North         East    Units  Estimated Accuracy
 GR0320;SPC NV E     - 8,155,720.      325,210.      MT  (+/- 180 meters Scaled)
 GR0320
 GR0320                          SUPERSEDED SURVEY CONTROL
 GR0320
 GR0320  NGVD 29 (??/??/92)  867.279  (m)         2845.40   (f) ADJ UNCH    1 1
 GR0320
 GR0320.Superseded values are not recommended for survey control.
 GR0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0320.See file dsdata.txt to determine how the superseded data were derived.
 GR0320
 GR0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA526037(NAD 83)
 GR0320_MARKER: DB = BENCH MARK DISK
 GR0320_SETTING: 66 = SET IN ROCK OUTCROP
 GR0320_SP_SET: GRANITE OUTCROP
 GR0320_STAMPING: B 176 1935
 GR0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0320+STABILITY: POSITION/ELEVATION WELL
 GR0320
 GR0320  HISTORY     - Date     Condition        Report By
 GR0320  HISTORY     - 1935     MONUMENTED       CGS
 GR0320  HISTORY     - 1950     GOOD             NGS
 GR0320
 GR0320                          STATION DESCRIPTION
 GR0320
 GR0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0320'1.4 MI NE FROM LAKE SHORE MINE.
 GR0320'0.4 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, THENCE
 GR0320'0.1 MILE EAST ACROSS A RIDGE, THENCE 0.9 MILE NORTHWEST ALONG A WASH,
 GR0320'IN THE TOP OF A GRAY GRANITE OUTCROP ON THE SOUTHWEST SIDE OF THE
 GR0320'WASH, 115 YARDS NORTHWEST OF THE APPROXIMATE CENTER OF THE JUNCTION OF
 GR0320'A WASH LEADING NORTH, 32 FEET NORTHWEST OF AN 8-INCH YUCCA TREE
 GR0320'GROWING ON THE SOUTHWEST BANK OF THE WASH, 18 1/2 FEET SOUTHWEST OF
 GR0320'THE APPROXIMATE CENTER OF THE WASH, 13 FEET SOUTHEAST OF A LARGE BROWN
 GR0320'BOULDER, ABOUT 2 1/2 FEET HIGHER THAN THE BED OF THE WASH, 1 1/2 FEET
 GR0320'NORTH OF A CAIRN, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0619 ***********************************************************************
 HQ0619  DESIGNATION -  B 179
 HQ0619  PID         -  HQ0619
 HQ0619  STATE/COUNTY-  NV/ESMERALDA
 HQ0619  USGS QUAD   -  PAYMASTER RIDGE (1970)
 HQ0619
 HQ0619                         *CURRENT SURVEY CONTROL
 HQ0619  ___________________________________________________________________
 HQ0619* NAD 83(1986)-  37 47 12.     (N)    117 25 50.     (W)     SCALED    
 HQ0619* NAVD 88     -      1562.403  (meters)    5125.98   (feet)  ADJUSTED  
 HQ0619  ___________________________________________________________________
 HQ0619  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 HQ0619  DYNAMIC HT  -        1560.706 (meters)    5120.42  (feet)  COMP
 HQ0619  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 HQ0619
 HQ0619  VERT ORDER  -  SECOND    CLASS 0
 HQ0619
 HQ0619.The horizontal coordinates were scaled from a topographic map and have
 HQ0619.an estimated accuracy of +/- 6 seconds.
 HQ0619
 HQ0619.The orthometric height was determined by differential leveling
 HQ0619.and adjusted by the National Geodetic Survey in June 1991..
 HQ0619
 HQ0619.The geoid height was determined by GEOID03.
 HQ0619
 HQ0619.The dynamic height is computed by dividing the NAVD 88
 HQ0619.geopotential number by the normal gravity value computed on the
 HQ0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0619.degrees latitude (g = 980.6199 gals.).
 HQ0619
 HQ0619.The modeled gravity was interpolated from observed gravity values.
 HQ0619
 HQ0619;                    North         East    Units  Estimated Accuracy
 HQ0619;SPC NV W     - 4,337,550.      901,540.      MT  (+/- 180 meters Scaled)
 HQ0619
 HQ0619                          SUPERSEDED SURVEY CONTROL
 HQ0619
 HQ0619  NGVD 29 (??/??/92) 1561.309  (m)         5122.39   (f) ADJ UNCH    2 0
 HQ0619
 HQ0619.Superseded values are not recommended for survey control.
 HQ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0619.See file dsdata.txt to determine how the superseded data were derived.
 HQ0619
 HQ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB620822(NAD 83)
 HQ0619_MARKER: DB = BENCH MARK DISK
 HQ0619_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0619_SP_SET: ROCK OUTCROP
 HQ0619_STAMPING: B 179 1958
 HQ0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0619+STABILITY: POSITION/ELEVATION WELL
 HQ0619
 HQ0619  HISTORY     - Date     Condition        Report By
 HQ0619  HISTORY     - 1958     MONUMENTED       CGS
 HQ0619
 HQ0619                          STATION DESCRIPTION
 HQ0619
 HQ0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0619'18 MI E FROM SILVER PEAK.
 HQ0619'2.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE SUBSTATION AT
 HQ0619'SILVER PEAK, THENCE 15.8 MILES EAST ALONG A DIRT ROAD, 87 FEET
 HQ0619'WEST OF THE CENTER OF THE Y JUNCTION OF A DIRT ROAD EAST, IN
 HQ0619'THE TOP OF THE SOUTH END OF A 4-BY 23-FOOT BROWN SHALE OUTCROP
 HQ0619'WHICH IS EMBEDDED IN THE WEST BANK OF A WASH, 53 FEET NORTHWEST
 HQ0619'AND ACROSS THE WASH FROM THE CENTER LINE OF THE MAIN ROAD, AND
 HQ0619'LEVEL WITH THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0375 ***********************************************************************
 MT0375  DESIGNATION -  B 18
 MT0375  PID         -  MT0375
 MT0375  STATE/COUNTY-  NV/ELKO
 MT0375  USGS QUAD   -  CHARLESTON RESERVOIR (1968)
 MT0375
 MT0375                         *CURRENT SURVEY CONTROL
 MT0375  ___________________________________________________________________
 MT0375* NAD 83(1994)-  41 30 44.05522(N)    115 26 59.58184(W)     ADJUSTED  
 MT0375* NAVD 88     -      1871.470  (meters)    6139.98   (feet)  ADJUSTED  
 MT0375  ___________________________________________________________________
 MT0375  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 MT0375  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 MT0375  DYNAMIC HT  -        1869.921 (meters)    6134.90  (feet)  COMP
 MT0375  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 MT0375
 MT0375  HORZ ORDER  -  SECOND
 MT0375  VERT ORDER  -  SECOND    CLASS 0
 MT0375
 MT0375.The horizontal coordinates were established by classical geodetic methods
 MT0375.and adjusted by the National Geodetic Survey in June 1998..
 MT0375
 MT0375.The orthometric height was determined by differential leveling
 MT0375.and adjusted by the National Geodetic Survey in June 1991..
 MT0375
 MT0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0375
 MT0375.The geoid height was determined by GEOID03.
 MT0375
 MT0375.The dynamic height is computed by dividing the NAVD 88
 MT0375.geopotential number by the normal gravity value computed on the
 MT0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0375.degrees latitude (g = 980.6199 gals.).
 MT0375
 MT0375.The modeled gravity was interpolated from observed gravity values.
 MT0375
 MT0375;                    North         East     Units Scale Factor Converg.
 MT0375;SPC NV E     - 8,750,537.020   211,139.310   MT  0.99990153   +0 05 18.4
 MT0375;SPC NV E     -28,709,053.54    692,712.89   sFT  0.99990153   +0 05 18.4
 MT0375;UTM  11      - 4,596,782.724   629,354.578   MT  0.99980592   +1 01 39.1
 MT0375
 MT0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0375!SPC NV E     -   0.99970915  x   0.99990153  =   0.99961071
 MT0375!UTM  11      -   0.99970915  x   0.99980592  =   0.99951512
 MT0375
 MT0375|---------------------------------------------------------------------|
 MT0375| PID    Reference Object                     Distance      Geod. Az  |
 MT0375|                                                           dddmmss.s |
 MT0375| DD5373 B 18 RM 1                             5.906 METERS 01253     |
 MT0375| MT0799 COYOTE                              APPROX. 5.4 KM 0252834.1 |
 MT0375| DD5374 B 18 RM 2                            19.765 METERS 26706     |
 MT0375|---------------------------------------------------------------------|
 MT0375
 MT0375                          SUPERSEDED SURVEY CONTROL
 MT0375
 MT0375  NAD 83(1986)-  41 30 44.05141(N)    115 26 59.57637(W) AD(       ) 2
 MT0375  NAD 27      -  41 30 44.36402(N)    115 26 56.33619(W) AD(       ) 2
 MT0375  NGVD 29 (??/??/92) 1870.215  (m)         6135.86   (f) ADJ UNCH    2 0
 MT0375
 MT0375.Superseded values are not recommended for survey control.
 MT0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0375.See file dsdata.txt to determine how the superseded data were derived.
 MT0375
 MT0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF2935596783(NAD 83)
 MT0375_MARKER: DD = SURVEY DISK
 MT0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0375_STAMPING: B-18 1933
 MT0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0375+STABILITY: SURFACE MOTION
 MT0375
 MT0375  HISTORY     - Date     Condition        Report By
 MT0375  HISTORY     - 1947     MONUMENTED       USGS
 MT0375  HISTORY     - 1934     GOOD             NGS
 MT0375
 MT0375                          STATION DESCRIPTION
 MT0375
 MT0375'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (FAR)
 MT0375'STATION IS ABOUT 37 MILES N. OF DEETH, ON THE DEETH-CHARLESTON
 MT0375'ROAD
 MT0375'
 MT0375'STATION MARK IS A STANDARD USGS BENCH MARK SET IN A 8 IN SQUARE
 MT0375'CONCRETE POST WHICH PROJECTS ABOUT 5 IN ABOVE THE GROUND.  IT IS
 MT0375'ABOUT 134 FEET S. OF THE STAGE CREEK BRIDGE, 27.5 FEET E. OF
 MT0375'THE CENTERLINE OF THE ROAD AND ABOUT 5.3 FEET W. OF A FENCE.
 MT0375'IT IS STAMPED 6136 B18 1933.
 MT0375'
 MT0375'REFERENCE MARK NO. 1 IS IN A BURIED BOULDER SURROUNDED BY CONCRETE,
 MT0375'SET FLUSH WITH THE GROUND AND STAMPED BM B 18 USGS NO 1 1947.
 MT0375'IT IS ABOUT ONE FOOT W. OF A FENCE.
 MT0375'
 MT0375'REFERENCE MARK NO. 2 IS ACROSS THE CHARLESTON ROAD, IN A BURIED
 MT0375'BOULDER PROJECTING ABOUT 2 IN ABOVE THE GROUND AND STAMPED BM
 MT0375'B18 NO 2 1947.
 MT0375'
 MT0375'TO REACH FROM THE S.P. DEPOT IN DEETH GO N. ON THE CHARLESTON
 MT0375'ROAD FOR ABOUT 37 MILES TO STAGE CREEK BRIDGE AND STATION ON THE
 MT0375'RIGHT AS DESCRIBED.
 MT0375
 MT0375                          STATION RECOVERY (1934)
 MT0375
 MT0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MT0375'8.4 MI S FROM CHARLESTON.
 MT0375'8.4 MILES SOUTH OF PUMTY RANCH HOUSE AT CHARLESTON 226 FEET NORTH OF
 MT0375'THE CORNER FENCE POST.  135 FEET SOUTHEAST OF SMALL WOODEN BRIDGE.  7
 MT0375'FEET WEST OF FENCE LINE.  30 FEET EAST OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0372 ***********************************************************************
 HQ0372  DESIGNATION -  B 180
 HQ0372  PID         -  HQ0372
 HQ0372  STATE/COUNTY-  NV/ESMERALDA
 HQ0372  USGS QUAD   -  OASIS DIVIDE (1987)
 HQ0372
 HQ0372                         *CURRENT SURVEY CONTROL
 HQ0372  ___________________________________________________________________
 HQ0372* NAD 83(1986)-  37 31 22.     (N)    117 48 10.     (W)     SCALED    
 HQ0372* NAVD 88     -      1886.577  (meters)    6189.54   (feet)  ADJUSTED  
 HQ0372  ___________________________________________________________________
 HQ0372  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 HQ0372  DYNAMIC HT  -        1884.338 (meters)    6182.20  (feet)  COMP
 HQ0372  MODELED GRAV-     979,376.0   (mgal)                       NAVD 88
 HQ0372
 HQ0372  VERT ORDER  -  SECOND    CLASS 0
 HQ0372
 HQ0372.The horizontal coordinates were scaled from a topographic map and have
 HQ0372.an estimated accuracy of +/- 6 seconds.
 HQ0372
 HQ0372.The orthometric height was determined by differential leveling
 HQ0372.and adjusted by the National Geodetic Survey in June 1991..
 HQ0372
 HQ0372.The geoid height was determined by GEOID03.
 HQ0372
 HQ0372.The dynamic height is computed by dividing the NAVD 88
 HQ0372.geopotential number by the normal gravity value computed on the
 HQ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0372.degrees latitude (g = 980.6199 gals.).
 HQ0372
 HQ0372.The modeled gravity was interpolated from observed gravity values.
 HQ0372
 HQ0372;                    North         East    Units  Estimated Accuracy
 HQ0372;SPC NV W     - 4,307,930.      868,990.      MT  (+/- 180 meters Scaled)
 HQ0372
 HQ0372                          SUPERSEDED SURVEY CONTROL
 HQ0372
 HQ0372  NGVD 29 (??/??/92) 1885.413  (m)         6185.73   (f) ADJ UNCH    2 0
 HQ0372
 HQ0372.Superseded values are not recommended for survey control.
 HQ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0372.See file dsdata.txt to determine how the superseded data were derived.
 HQ0372
 HQ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB290531(NAD 83)
 HQ0372_MARKER: DB = BENCH MARK DISK
 HQ0372_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0372_SP_SET: ROCK OUTCROP
 HQ0372_STAMPING: B 180 1958
 HQ0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0372+STABILITY: POSITION/ELEVATION WELL
 HQ0372
 HQ0372  HISTORY     - Date     Condition        Report By
 HQ0372  HISTORY     - 1958     MONUMENTED       CGS
 HQ0372  HISTORY     - 1985     GOOD             USGS
 HQ0372
 HQ0372                          STATION DESCRIPTION
 HQ0372
 HQ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0372'6.8 MI NE FROM OASIS RANCH.
 HQ0372'2.0 MILES EAST ALONG STATE ROUTE 63 FROM THE T JUNCTION OF THE
 HQ0372'ENTRANCE ROAD TO OASIS RANCH, THENCE 4.85 MILES NORTHEAST ALONG
 HQ0372'A DIRT ROAD, AT A SUMMIT, ABOUT 50 YARDS NORTHWEST OF A POINT
 HQ0372'WHERE THE ROAD CROSSES THE SUMMIT, IN THE TOP OF THE
 HQ0372'APPROXIMATE CENTER OF A FLAT 6-BY 8-FOOT CONGLOMERATE OUTCROP
 HQ0372'WHICH PROJECTS 1 FOOT ABOVE THE GROUND, 76 1/2 FEET NORTH OF THE
 HQ0372'CENTER LINE OF THE ROAD, 6 FEET WEST OF A LARGE 8-FOOT HIGH
 HQ0372'BOULDER, AND 10 FEET HIGHER THAN THE ROAD.
 HQ0372
 HQ0372                          STATION RECOVERY (1985)
 HQ0372
 HQ0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HQ0372'2.0 MILES EAST ALONG CALIFORNIA STATE ROUTE 168 FROM THE JUNCTION OF
 HQ0372'CALIF. STATE HWYS 2.0 MILES EAST ALONG CALIFORNIA STATE ROUTE 168
 HQ0372'FROM THE JUNCTION OF CALIF. STATE HWYS 168 AND 266, THENCE 4.85 MILES
 HQ0372'NORTHWEST ALONG A DIRT ROAD, AT A SUMMIT, ABOUT 50 YARDS NORTHWEST OF
 HQ0372'A POINT WHERE THE ROAD CROSSES THE SUMMIT, IN THE TOP OF THE
 HQ0372'APPROXIMATE CENTER OF A FLAT 6 X 8 FOOT CONGLOMERATE OUTCROP WHICH
 HQ0372'PROJECTS 1 FOOT ABOVE THE GROUND, 76 1/2 FEET NORTH OF THE CENTERLINE
 HQ0372'OF THE ROAD, 6 FEET WEST OF A LARGE 8 FOOT HIGH BOULDER, AND 10 FEET
 HQ0372'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0596 ***********************************************************************
 HQ0596  DESIGNATION -  B 182
 HQ0596  PID         -  HQ0596
 HQ0596  STATE/COUNTY-  NV/ESMERALDA
 HQ0596  USGS QUAD   -  ALKALI (1970)
 HQ0596
 HQ0596                         *CURRENT SURVEY CONTROL
 HQ0596  ___________________________________________________________________
 HQ0596* NAD 83(1986)-  37 50 00.     (N)    117 19 13.     (W)     SCALED    
 HQ0596* NAVD 88     -      1517.973  (meters)    4980.22   (feet)  ADJUSTED  
 HQ0596  ___________________________________________________________________
 HQ0596  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 HQ0596  DYNAMIC HT  -        1516.319 (meters)    4974.79  (feet)  COMP
 HQ0596  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 HQ0596
 HQ0596  VERT ORDER  -  SECOND    CLASS 0
 HQ0596
 HQ0596.The horizontal coordinates were scaled from a topographic map and have
 HQ0596.an estimated accuracy of +/- 6 seconds.
 HQ0596
 HQ0596.The orthometric height was determined by differential leveling
 HQ0596.and adjusted by the National Geodetic Survey in June 1991..
 HQ0596
 HQ0596.The geoid height was determined by GEOID03.
 HQ0596
 HQ0596.The dynamic height is computed by dividing the NAVD 88
 HQ0596.geopotential number by the normal gravity value computed on the
 HQ0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0596.degrees latitude (g = 980.6199 gals.).
 HQ0596
 HQ0596.The modeled gravity was interpolated from observed gravity values.
 HQ0596
 HQ0596;                    North         East    Units  Estimated Accuracy
 HQ0596;SPC NV W     - 4,342,860.      911,180.      MT  (+/- 180 meters Scaled)
 HQ0596
 HQ0596                          SUPERSEDED SURVEY CONTROL
 HQ0596
 HQ0596  NGVD 29 (??/??/92) 1516.871  (m)         4976.60   (f) ADJ UNCH    2 0
 HQ0596
 HQ0596.Superseded values are not recommended for survey control.
 HQ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0596.See file dsdata.txt to determine how the superseded data were derived.
 HQ0596
 HQ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB718873(NAD 83)
 HQ0596_MARKER: DB = BENCH MARK DISK
 HQ0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0596_STAMPING: B 182 1958
 HQ0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0596+STABILITY: SURFACE MOTION
 HQ0596
 HQ0596  HISTORY     - Date     Condition        Report By
 HQ0596  HISTORY     - 1958     MONUMENTED       CGS
 HQ0596
 HQ0596                          STATION DESCRIPTION
 HQ0596
 HQ0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0596'13.6 MI NW FROM GOLDFIELD.
 HQ0596'8.5 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0596'AT GOLDFIELD, THENCE 5.05 MILES WEST ALONG A DIRT ROAD, 0.6 MILE
 HQ0596'NORTHEAST OF THE Y JUNCTION OF A DIRT ROAD NORTH-NORTHEAST,
 HQ0596'52 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET
 HQ0596'SOUTHEAST OF A WITNESS POST, 1/2 FOOT LOWER THAN THE ROAD, AND
 HQ0596'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 HQ0596'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0149 ***********************************************************************
 LQ0149  DESIGNATION -  B 183
 LQ0149  PID         -  LQ0149
 LQ0149  STATE/COUNTY-  NV/ELKO
 LQ0149  USGS QUAD   -  SPRING GULCH (1972)
 LQ0149
 LQ0149                         *CURRENT SURVEY CONTROL
 LQ0149  ___________________________________________________________________
 LQ0149* NAD 83(1986)-  40 37 04.     (N)    114 07 44.     (W)     SCALED    
 LQ0149* NAVD 88     -      1393.811  (meters)    4572.86   (feet)  ADJUSTED  
 LQ0149  ___________________________________________________________________
 LQ0149  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 LQ0149  DYNAMIC HT  -        1392.684 (meters)    4569.16  (feet)  COMP
 LQ0149  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 LQ0149
 LQ0149  VERT ORDER  -  SECOND    CLASS 0
 LQ0149
 LQ0149.The horizontal coordinates were scaled from a topographic map and have
 LQ0149.an estimated accuracy of +/- 6 seconds.
 LQ0149
 LQ0149.The orthometric height was determined by differential leveling
 LQ0149.and adjusted by the National Geodetic Survey in June 1991..
 LQ0149
 LQ0149.The geoid height was determined by GEOID03.
 LQ0149
 LQ0149.The dynamic height is computed by dividing the NAVD 88
 LQ0149.geopotential number by the normal gravity value computed on the
 LQ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0149.degrees latitude (g = 980.6199 gals.).
 LQ0149
 LQ0149.The modeled gravity was interpolated from observed gravity values.
 LQ0149
 LQ0149;                    North         East    Units  Estimated Accuracy
 LQ0149;SPC NV E     - 8,652,220.      323,060.      MT  (+/- 180 meters Scaled)
 LQ0149
 LQ0149                          SUPERSEDED SURVEY CONTROL
 LQ0149
 LQ0149  NGVD 29 (??/??/92) 1392.802  (m)         4569.55   (f) ADJ UNCH    2 0
 LQ0149
 LQ0149.Superseded values are not recommended for survey control.
 LQ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0149.See file dsdata.txt to determine how the superseded data were derived.
 LQ0149
 LQ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF428002(NAD 83)
 LQ0149_MARKER: DB = BENCH MARK DISK
 LQ0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0149_STAMPING: B 183 1958
 LQ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0149+STABILITY: SURFACE MOTION
 LQ0149
 LQ0149  HISTORY     - Date     Condition        Report By
 LQ0149  HISTORY     - 1958     MONUMENTED       CGS
 LQ0149
 LQ0149                          STATION DESCRIPTION
 LQ0149
 LQ0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0149'9.4 MI S FROM WENDOVER, UT.
 LQ0149'9.4 MILES SOUTH ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE JUNCTION OF
 LQ0149'U.S. HIGHWAY 40 AT WENDOVER, 0.5 MILE NORTH OF FOUR 36-INCH PIPE
 LQ0149'CULVERTS UNDER THE HIGHWAY, 73 FEET EAST OF THE CENTER LINE OF THE
 LQ0149'HIGHWAY, 100 FEET SOUTH OF THE CENTER OF A WASH, 2.8 FEET WEST OF A
 LQ0149'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 LQ0149'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0031 ***********************************************************************
 JQ0031  DESIGNATION -  B 184
 JQ0031  PID         -  JQ0031
 JQ0031  STATE/COUNTY-  NV/NYE
 JQ0031  USGS QUAD   -  WARM SPRINGS NW (1968)
 JQ0031
 JQ0031                         *CURRENT SURVEY CONTROL
 JQ0031  ___________________________________________________________________
 JQ0031* NAD 83(1986)-  38 10 12.     (N)    116 25 46.     (W)     SCALED    
 JQ0031* NAVD 88     -      1890.287  (meters)    6201.72   (feet)  ADJUSTED  
 JQ0031  ___________________________________________________________________
 JQ0031  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 JQ0031  DYNAMIC HT  -        1888.169 (meters)    6194.77  (feet)  COMP
 JQ0031  MODELED GRAV-     979,440.7   (mgal)                       NAVD 88
 JQ0031
 JQ0031  VERT ORDER  -  FIRST     CLASS II
 JQ0031
 JQ0031.The horizontal coordinates were scaled from a topographic map and have
 JQ0031.an estimated accuracy of +/- 6 seconds.
 JQ0031
 JQ0031.The orthometric height was determined by differential leveling
 JQ0031.and adjusted by the National Geodetic Survey in June 1991..
 JQ0031
 JQ0031.The geoid height was determined by GEOID03.
 JQ0031
 JQ0031.The dynamic height is computed by dividing the NAVD 88
 JQ0031.geopotential number by the normal gravity value computed on the
 JQ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0031.degrees latitude (g = 980.6199 gals.).
 JQ0031
 JQ0031.The modeled gravity was interpolated from observed gravity values.
 JQ0031
 JQ0031;                    North         East    Units  Estimated Accuracy
 JQ0031;SPC NV C     - 6,379,500.      520,790.      MT  (+/- 180 meters Scaled)
 JQ0031
 JQ0031                          SUPERSEDED SURVEY CONTROL
 JQ0031
 JQ0031  NGVD 29 (??/??/92) 1889.146  (m)         6197.97   (f) ADJ UNCH    1 2
 JQ0031
 JQ0031.Superseded values are not recommended for survey control.
 JQ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0031.See file dsdata.txt to determine how the superseded data were derived.
 JQ0031
 JQ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC499248(NAD 83)
 JQ0031_MARKER: DB = BENCH MARK DISK
 JQ0031_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0031_STAMPING: B 184 1958
 JQ0031_MARK LOGO: CGS   
 JQ0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0031+STABILITY: SURFACE MOTION
 JQ0031
 JQ0031  HISTORY     - Date     Condition        Report By
 JQ0031  HISTORY     - 1958     MONUMENTED       CGS
 JQ0031  HISTORY     - 1984     GOOD             NGS
 JQ0031
 JQ0031                          STATION DESCRIPTION
 JQ0031
 JQ0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JQ0031'4.25 MI SW FROM WARM SPRINGS.
 JQ0031'4.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE T JUNCTION OF STATE
 JQ0031'HIGHWAY 25 AT WARM SPRINGS, IN THE TOP OF THE NORTHEAST END OF THE
 JQ0031'SOUTHEAST CONCRETE HEAD WALL OF 3 BY 6 FOOT DOUBLE CONCRETE BOX
 JQ0031'CULVERT A 589/00, 18 1/2 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JQ0031'HIGHWAY, 0.3 FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL, AND
 JQ0031'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 JQ0031
 JQ0031                          STATION RECOVERY (1984)
 JQ0031
 JQ0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0031'RECOVERED IN GOOD CONDITION.  ADD--73.4 METERS (241 FT)
 JQ0031'NORTHEAST OF MILEPOST 47 AND STATE HIGHWAY 25 AT WARM SPRINGS IS NOW
 JQ0031'STATE HIGHWAY 375.
 JQ0031'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0060 ***********************************************************************
 JQ0060  DESIGNATION -  B 185
 JQ0060  PID         -  JQ0060
 JQ0060  STATE/COUNTY-  NV/NYE
 JQ0060  USGS QUAD   -  ECHO CANYON (1980)
 JQ0060
 JQ0060                         *CURRENT SURVEY CONTROL
 JQ0060  ___________________________________________________________________
 JQ0060* NAD 83(1986)-  38 09 37.     (N)    116 02 09.     (W)     SCALED    
 JQ0060* NAVD 88     -      1516.723  (meters)    4976.12   (feet)  ADJUSTED  
 JQ0060  ___________________________________________________________________
 JQ0060  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 JQ0060  DYNAMIC HT  -        1515.098 (meters)    4970.78  (feet)  COMP
 JQ0060  MODELED GRAV-     979,504.7   (mgal)                       NAVD 88
 JQ0060
 JQ0060  VERT ORDER  -  SECOND    CLASS 0
 JQ0060
 JQ0060.The horizontal coordinates were scaled from a topographic map and have
 JQ0060.an estimated accuracy of +/- 6 seconds.
 JQ0060
 JQ0060.The orthometric height was determined by differential leveling
 JQ0060.and adjusted by the National Geodetic Survey in June 1991..
 JQ0060
 JQ0060.The geoid height was determined by GEOID03.
 JQ0060
 JQ0060.The dynamic height is computed by dividing the NAVD 88
 JQ0060.geopotential number by the normal gravity value computed on the
 JQ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0060.degrees latitude (g = 980.6199 gals.).
 JQ0060
 JQ0060.The modeled gravity was interpolated from observed gravity values.
 JQ0060
 JQ0060;                    North         East    Units  Estimated Accuracy
 JQ0060;SPC NV C     - 6,378,580.      555,280.      MT  (+/- 180 meters Scaled)
 JQ0060
 JQ0060                          SUPERSEDED SURVEY CONTROL
 JQ0060
 JQ0060  NGVD 29 (??/??/92) 1515.669  (m)         4972.66   (f) ADJ UNCH    2 0
 JQ0060
 JQ0060.Superseded values are not recommended for survey control.
 JQ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0060.See file dsdata.txt to determine how the superseded data were derived.
 JQ0060
 JQ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC844240(NAD 83)
 JQ0060_MARKER: DB = BENCH MARK DISK
 JQ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0060_STAMPING: B 185 1958
 JQ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0060+STABILITY: SURFACE MOTION
 JQ0060
 JQ0060  HISTORY     - Date     Condition        Report By
 JQ0060  HISTORY     - 1958     MONUMENTED       CGS
 JQ0060
 JQ0060                          STATION DESCRIPTION
 JQ0060
 JQ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JQ0060'19.35 MI E FROM WARM SPRINGS.
 JQ0060'15.5 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S.
 JQ0060'HIGHWAY 6 AT WARM SPRINGS, THENCE 3.85 MILES NORTHEAST ALONG A DIRT
 JQ0060'ROAD, IN AN INTERSECTION TRIANGLE AT THE JUNCTION OF A ROAD LEADING
 JQ0060'SOUTH TO A BORROW PIT, 66 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JQ0060'ROAD, 66 FEET WEST OF THE CENTER LINE OF THE ROAD ALONG THE EAST SIDE
 JQ0060'OF THE TRIANGLE, 54 FEET NORTH OF THE CENTER LINE OF THE ROAD ALONG
 JQ0060'THE SOUTH SIDE OF THE TRIANGLE, 1.5 FEET NORTHWEST OF A WITNESS POST,
 JQ0060'ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 JQ0060'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0155 ***********************************************************************
 JP0155  DESIGNATION -  B 186
 JP0155  PID         -  JP0155
 JP0155  STATE/COUNTY-  NV/NYE
 JP0155  USGS QUAD   -  CROWS NEST (1990)
 JP0155
 JP0155                         *CURRENT SURVEY CONTROL
 JP0155  ___________________________________________________________________
 JP0155* NAD 83(1986)-  38 19 37.     (N)    115 39 23.     (W)     SCALED    
 JP0155* NAVD 88     -      1483.409  (meters)    4866.82   (feet)  ADJUSTED  
 JP0155  ___________________________________________________________________
 JP0155  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 JP0155  DYNAMIC HT  -        1481.856 (meters)    4861.72  (feet)  COMP
 JP0155  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 JP0155
 JP0155  VERT ORDER  -  SECOND    CLASS 0
 JP0155
 JP0155.The horizontal coordinates were scaled from a topographic map and have
 JP0155.an estimated accuracy of +/- 6 seconds.
 JP0155
 JP0155.The orthometric height was determined by differential leveling
 JP0155.and adjusted by the National Geodetic Survey in June 1991..
 JP0155
 JP0155.The geoid height was determined by GEOID03.
 JP0155
 JP0155.The dynamic height is computed by dividing the NAVD 88
 JP0155.geopotential number by the normal gravity value computed on the
 JP0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0155.degrees latitude (g = 980.6199 gals.).
 JP0155
 JP0155.The modeled gravity was interpolated from observed gravity values.
 JP0155
 JP0155;                    North         East    Units  Estimated Accuracy
 JP0155;SPC NV C     - 6,397,370.      588,330.      MT  (+/- 180 meters Scaled)
 JP0155
 JP0155                          SUPERSEDED SURVEY CONTROL
 JP0155
 JP0155  NGVD 29 (??/??/92) 1482.357  (m)         4863.37   (f) ADJ UNCH    2 0
 JP0155
 JP0155.Superseded values are not recommended for survey control.
 JP0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0155.See file dsdata.txt to determine how the superseded data were derived.
 JP0155
 JP0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC174429(NAD 83)
 JP0155_MARKER: DB = BENCH MARK DISK
 JP0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0155_STAMPING: B 186 1958
 JP0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0155+STABILITY: SURFACE MOTION
 JP0155
 JP0155  HISTORY     - Date     Condition        Report By
 JP0155  HISTORY     - 1958     MONUMENTED       CGS
 JP0155
 JP0155                          STATION DESCRIPTION
 JP0155
 JP0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0155'6.7 MI NE FROM NYALA.
 JP0155'6.7 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0155'NYALA, ON A SMALL RISE, 63 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JP0155'2.1 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND
 JP0155'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 JP0155'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0519 ***********************************************************************
 HQ0519  DESIGNATION -  B 187
 HQ0519  PID         -  HQ0519
 HQ0519  STATE/COUNTY-  NV/NYE
 HQ0519  USGS QUAD   -  FREDS WELL (1987)
 HQ0519
 HQ0519                         *CURRENT SURVEY CONTROL
 HQ0519  ___________________________________________________________________
 HQ0519* NAD 83(1986)-  37 57 39.     (N)    116 03 09.     (W)     SCALED    
 HQ0519* NAVD 88     -      1498.469  (meters)    4916.23   (feet)  ADJUSTED  
 HQ0519  ___________________________________________________________________
 HQ0519  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 HQ0519  DYNAMIC HT  -        1496.831 (meters)    4910.85  (feet)  COMP
 HQ0519  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 HQ0519
 HQ0519  VERT ORDER  -  SECOND    CLASS 0
 HQ0519
 HQ0519.The horizontal coordinates were scaled from a topographic map and have
 HQ0519.an estimated accuracy of +/- 6 seconds.
 HQ0519
 HQ0519.The orthometric height was determined by differential leveling
 HQ0519.and adjusted by the National Geodetic Survey in June 1991..
 HQ0519
 HQ0519.The geoid height was determined by GEOID03.
 HQ0519
 HQ0519.The dynamic height is computed by dividing the NAVD 88
 HQ0519.geopotential number by the normal gravity value computed on the
 HQ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0519.degrees latitude (g = 980.6199 gals.).
 HQ0519
 HQ0519.The modeled gravity was interpolated from observed gravity values.
 HQ0519
 HQ0519;                    North         East    Units  Estimated Accuracy
 HQ0519;SPC NV C     - 6,356,440.      553,970.      MT  (+/- 180 meters Scaled)
 HQ0519
 HQ0519                          SUPERSEDED SURVEY CONTROL
 HQ0519
 HQ0519  NGVD 29 (??/??/92) 1497.444  (m)         4912.86   (f) ADJ UNCH    2 0
 HQ0519
 HQ0519.Superseded values are not recommended for survey control.
 HQ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0519.See file dsdata.txt to determine how the superseded data were derived.
 HQ0519
 HQ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC832018(NAD 83)
 HQ0519_MARKER: DB = BENCH MARK DISK
 HQ0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0519_STAMPING: B 187 1958
 HQ0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0519+STABILITY: SURFACE MOTION
 HQ0519
 HQ0519  HISTORY     - Date     Condition        Report By
 HQ0519  HISTORY     - 1958     MONUMENTED       CGS
 HQ0519
 HQ0519                          STATION DESCRIPTION
 HQ0519
 HQ0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0519'3.6 MI NE FROM REED MAINTENANCE STA.
 HQ0519'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED
 HQ0519'MAINTENANCE STATION, THENCE 2.1 MILES NORTHEAST ALONG A DIRT
 HQ0519'ROAD, THENCE 1.2 MILES NORTH ALONG A DIRT ROAD, 0.1 MILE SOUTH
 HQ0519'OF THE CROSSING OF A WASH, 54 FEET WEST OF THE CENTER LINE OF THE
 HQ0519'ROAD, 2.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 HQ0519'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 HQ0519'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0215 ***********************************************************************
 JP0215  DESIGNATION -  B 189
 JP0215  PID         -  JP0215
 JP0215  STATE/COUNTY-  NV/NYE
 JP0215  USGS QUAD   -  WADSWORTH RANCH (1985)
 JP0215
 JP0215                         *CURRENT SURVEY CONTROL
 JP0215  ___________________________________________________________________
 JP0215* NAD 83(1986)-  38 06 35.     (N)    115 30 35.     (W)     SCALED    
 JP0215* NAVD 88     -      1709.713  (meters)    5609.28   (feet)  ADJUSTED  
 JP0215  ___________________________________________________________________
 JP0215  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 JP0215  DYNAMIC HT  -        1707.812 (meters)    5603.05  (feet)  COMP
 JP0215  MODELED GRAV-     979,457.2   (mgal)                       NAVD 88
 JP0215
 JP0215  VERT ORDER  -  SECOND    CLASS 0
 JP0215
 JP0215.The horizontal coordinates were scaled from a topographic map and have
 JP0215.an estimated accuracy of +/- 6 seconds.
 JP0215
 JP0215.The orthometric height was determined by differential leveling
 JP0215.and adjusted by the National Geodetic Survey in June 1991..
 JP0215
 JP0215.The geoid height was determined by GEOID03.
 JP0215
 JP0215.The dynamic height is computed by dividing the NAVD 88
 JP0215.geopotential number by the normal gravity value computed on the
 JP0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0215.degrees latitude (g = 980.6199 gals.).
 JP0215
 JP0215.The modeled gravity was interpolated from observed gravity values.
 JP0215
 JP0215;                    North         East    Units  Estimated Accuracy
 JP0215;SPC NV C     - 6,373,410.      601,460.      MT  (+/- 180 meters Scaled)
 JP0215
 JP0215                          SUPERSEDED SURVEY CONTROL
 JP0215
 JP0215  NGVD 29 (??/??/92) 1708.598  (m)         5605.63   (f) ADJ UNCH    2 0
 JP0215
 JP0215.Superseded values are not recommended for survey control.
 JP0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0215.See file dsdata.txt to determine how the superseded data were derived.
 JP0215
 JP0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC306190(NAD 83)
 JP0215_MARKER: DB = BENCH MARK DISK
 JP0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0215_STAMPING: B 189 1958
 JP0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0215+STABILITY: SURFACE MOTION
 JP0215
 JP0215  HISTORY     - Date     Condition        Report By
 JP0215  HISTORY     - 1958     MONUMENTED       CGS
 JP0215
 JP0215                          STATION DESCRIPTION
 JP0215
 JP0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0215'4.2 MI E FROM SHARP.
 JP0215'0.1 MILE NORTHEAST ALONG A DIRT ROAD FROM THE UHLAJDE RANCHHOUSE AT
 JP0215'SHARP, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 3.9 MILES EAST
 JP0215'ALONG A DIRT ROAD LEADING TO PIOCHE, AT THE JUNCTION OF A DIRT ROAD
 JP0215'SOUTH, 46 1/2 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 58
 JP0215'1/2 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 172 FEET SOUTHEAST
 JP0215'OF THE CENTER OF THE JUNCTION, 1.6 FEET NORTH OF A WITNESS POST, ABOUT
 JP0215'LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JP0215'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0225 ***********************************************************************
 MU0225  DESIGNATION -  B 19
 MU0225  PID         -  MU0225
 MU0225  STATE/COUNTY-  NV/HUMBOLDT
 MU0225  USGS QUAD   -  MUD SPRING CANYON (1982)
 MU0225
 MU0225                         *CURRENT SURVEY CONTROL
 MU0225  ___________________________________________________________________
 MU0225* NAD 83(1986)-  41 22 04.     (N)    117 45 18.     (W)     SCALED    
 MU0225* NAVD 88     -      1444.202  (meters)    4738.19   (feet)  ADJUSTED  
 MU0225  ___________________________________________________________________
 MU0225  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 MU0225  DYNAMIC HT  -        1443.139 (meters)    4734.70  (feet)  COMP
 MU0225  MODELED GRAV-     979,836.8   (mgal)                       NAVD 88
 MU0225
 MU0225  VERT ORDER  -  FIRST     CLASS II
 MU0225
 MU0225.The horizontal coordinates were scaled from a topographic map and have
 MU0225.an estimated accuracy of +/- 6 seconds.
 MU0225
 MU0225.The orthometric height was determined by differential leveling
 MU0225.and adjusted by the National Geodetic Survey in June 1991..
 MU0225
 MU0225.The geoid height was determined by GEOID03.
 MU0225
 MU0225.The dynamic height is computed by dividing the NAVD 88
 MU0225.geopotential number by the normal gravity value computed on the
 MU0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0225.degrees latitude (g = 980.6199 gals.).
 MU0225
 MU0225.The modeled gravity was interpolated from observed gravity values.
 MU0225
 MU0225;                    North         East    Units  Estimated Accuracy
 MU0225;SPC NV W     - 4,734,820.      869,300.      MT  (+/- 180 meters Scaled)
 MU0225
 MU0225                          SUPERSEDED SURVEY CONTROL
 MU0225
 MU0225  NGVD 29 (??/??/92) 1443.094  (m)         4734.55   (f) ADJ UNCH    1 2
 MU0225
 MU0225.Superseded values are not recommended for survey control.
 MU0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0225.See file dsdata.txt to determine how the superseded data were derived.
 MU0225
 MU0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF368798(NAD 83)
 MU0225_MARKER: DB = BENCH MARK DISK
 MU0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0225_STAMPING: B 19 1931
 MU0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0225+STABILITY: SURFACE MOTION
 MU0225
 MU0225  HISTORY     - Date     Condition        Report By
 MU0225  HISTORY     - 1931     MONUMENTED       CGS
 MU0225  HISTORY     - 1934     GOOD             NGS
 MU0225
 MU0225                          STATION DESCRIPTION
 MU0225
 MU0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MU0225'28.5 MI N FROM WINNEMUCCA.
 MU0225'ABOUT 28.5 MILES NORTH ALONG THE HIGHWAY FROM WINNEMUCCA.  2.2 MILES
 MU0225'SOUTH OF THE JUNCTION OF THE DENIO AND MCDERMITT HIGHWAYS AND 25 FEET
 MU0225'WEST OF THE CENTER OF THE HIGHWAY.  A STANDARD DISK SET IN TOP OF
 MU0225'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0377 ***********************************************************************
 MT0377  DESIGNATION -  B 19
 MT0377  PID         -  MT0377
 MT0377  STATE/COUNTY-  NV/ELKO
 MT0377  USGS QUAD   -  CHARLESTON RESERVOIR (1968)
 MT0377
 MT0377                         *CURRENT SURVEY CONTROL
 MT0377  ___________________________________________________________________
 MT0377* NAD 83(1986)-  41 32 20.     (N)    115 28 07.     (W)     SCALED    
 MT0377* NAVD 88     -      1871.899  (meters)    6141.39   (feet)  ADJUSTED  
 MT0377  ___________________________________________________________________
 MT0377  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 MT0377  DYNAMIC HT  -        1870.350 (meters)    6136.31  (feet)  COMP
 MT0377  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 MT0377
 MT0377  VERT ORDER  -  SECOND    CLASS 0
 MT0377
 MT0377.The horizontal coordinates were scaled from a topographic map and have
 MT0377.an estimated accuracy of +/- 6 seconds.
 MT0377
 MT0377.The orthometric height was determined by differential leveling
 MT0377.and adjusted by the National Geodetic Survey in June 1991..
 MT0377
 MT0377.The geoid height was determined by GEOID03.
 MT0377
 MT0377.The dynamic height is computed by dividing the NAVD 88
 MT0377.geopotential number by the normal gravity value computed on the
 MT0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0377.degrees latitude (g = 980.6199 gals.).
 MT0377
 MT0377.The modeled gravity was interpolated from observed gravity values.
 MT0377
 MT0377;                    North         East    Units  Estimated Accuracy
 MT0377;SPC NV E     - 8,753,490.      209,570.      MT  (+/- 180 meters Scaled)
 MT0377
 MT0377                          SUPERSEDED SURVEY CONTROL
 MT0377
 MT0377  NGVD 29 (??/??/92) 1870.638  (m)         6137.25   (f) ADJ UNCH    2 0
 MT0377
 MT0377.Superseded values are not recommended for survey control.
 MT0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0377.See file dsdata.txt to determine how the superseded data were derived.
 MT0377
 MT0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF277997(NAD 83)
 MT0377_MARKER: DD = SURVEY DISK
 MT0377_SETTING: 80 = SET IN A BOULDER
 MT0377_STAMPING: B-19 1933
 MT0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0377+STABILITY: SURFACE MOTION
 MT0377
 MT0377  HISTORY     - Date     Condition        Report By
 MT0377  HISTORY     - 1933     MONUMENTED       USGS
 MT0377  HISTORY     - 1934     GOOD             NGS
 MT0377
 MT0377                          STATION DESCRIPTION
 MT0377
 MT0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0377'6.2 MI S FROM CHARLESTON.
 MT0377'6.2 MILES SOUTH OF PUMTY RANCH HOUSE AT CHARLESTON ON TOP OF LARGE
 MT0377'SAND STONE BOULDER.  210 FEET SOUTH OF CENTER OF SMALL WOODEN BRIDGE.
 MT0377'40 FEET NORTHEAST OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0226 ***********************************************************************
 MU0226  DESIGNATION -  B 19 RESET
 MU0226  PID         -  MU0226
 MU0226  STATE/COUNTY-  NV/HUMBOLDT
 MU0226  USGS QUAD   -  MUD SPRING CANYON (1982)
 MU0226
 MU0226                         *CURRENT SURVEY CONTROL
 MU0226  ___________________________________________________________________
 MU0226* NAD 83(1986)-  41 22 03.     (N)    117 45 18.     (W)     SCALED    
 MU0226* NAVD 88     -      1443.041  (meters)    4734.38   (feet)  ADJUSTED  
 MU0226  ___________________________________________________________________
 MU0226  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 MU0226  DYNAMIC HT  -        1441.979 (meters)    4730.89  (feet)  COMP
 MU0226  MODELED GRAV-     979,837.3   (mgal)                       NAVD 88
 MU0226
 MU0226  VERT ORDER  -  FIRST     CLASS II
 MU0226
 MU0226.The horizontal coordinates were scaled from a topographic map and have
 MU0226.an estimated accuracy of +/- 6 seconds.
 MU0226
 MU0226.The orthometric height was determined by differential leveling
 MU0226.and adjusted by the National Geodetic Survey in June 1991..
 MU0226
 MU0226.The geoid height was determined by GEOID03.
 MU0226
 MU0226.The dynamic height is computed by dividing the NAVD 88
 MU0226.geopotential number by the normal gravity value computed on the
 MU0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0226.degrees latitude (g = 980.6199 gals.).
 MU0226
 MU0226.The modeled gravity was interpolated from observed gravity values.
 MU0226
 MU0226;                    North         East    Units  Estimated Accuracy
 MU0226;SPC NV W     - 4,734,790.      869,300.      MT  (+/- 180 meters Scaled)
 MU0226
 MU0226                          SUPERSEDED SURVEY CONTROL
 MU0226
 MU0226  NGVD 29 (??/??/??) 1441.93   (m)         4730.7    (f) RESET       3  
 MU0226
 MU0226.Superseded values are not recommended for survey control.
 MU0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0226.See file dsdata.txt to determine how the superseded data were derived.
 MU0226
 MU0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF368798(NAD 83)
 MU0226_MARKER: DB = BENCH MARK DISK
 MU0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0226_STAMPING: B 19 RESET 1955
 MU0226_MARK LOGO: CGS   
 MU0226_PROJECTION: FLUSH
 MU0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0226+STABILITY: SURFACE MOTION
 MU0226
 MU0226  HISTORY     - Date     Condition        Report By
 MU0226  HISTORY     - 1955     MONUMENTED       NVDH
 MU0226  HISTORY     - 1984     GOOD             NGS
 MU0226
 MU0226                          STATION DESCRIPTION
 MU0226
 MU0226'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1955
 MU0226'28.5 MI N FROM WINNEMUCCA.
 MU0226'55 FEET SOUTHWEST OF B 19 1931.  A STANDARD DISK SET IN THE TOP OF A
 MU0226'CONCRETE POST PROJECTING 1 INCH.
 MU0226
 MU0226                          STATION RECOVERY (1984)
 MU0226
 MU0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0226'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  47.05 KM
 MU0226'(29.24 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0226'WINNEMUCCA, 0.33 KM (0.21 MI) SOUTHEAST OF THE T JUNCTION OF A TRACK
 MU0226'ROAD LEADING SOUTHWEST TO A WINDMILL, 25.0 METERS (82 FT) SOUTHWEST OF
 MU0226'THE HIGHWAY CENTERLINE, 87.8 METERS (288 FT) NORTHWEST OF MILEPOST 29,
 MU0226'56.7 METERS (186 FT) NORTH OF TELEPHONE POLE 650 AND 40.2 METERS
 MU0226'(132 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 MU0226'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MU0226'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0264 ***********************************************************************
 LQ0264  DESIGNATION -  B 190
 LQ0264  PID         -  LQ0264
 LQ0264  STATE/COUNTY-  NV/WHITE PINE
 LQ0264  USGS QUAD   -  GOSHUTE CREEK (1984)
 LQ0264
 LQ0264                         *CURRENT SURVEY CONTROL
 LQ0264  ___________________________________________________________________
 LQ0264* NAD 83(1986)-  40 00 59.     (N)    114 45 16.     (W)     SCALED    
 LQ0264* NAVD 88     -      1786.420  (meters)    5860.95   (feet)  ADJUSTED  
 LQ0264  ___________________________________________________________________
 LQ0264  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 LQ0264  DYNAMIC HT  -        1784.674 (meters)    5855.22  (feet)  COMP
 LQ0264  MODELED GRAV-     979,585.5   (mgal)                       NAVD 88
 LQ0264
 LQ0264  VERT ORDER  -  SECOND    CLASS 0
 LQ0264
 LQ0264.The horizontal coordinates were scaled from a topographic map and have
 LQ0264.an estimated accuracy of +/- 6 seconds.
 LQ0264
 LQ0264.The orthometric height was determined by differential leveling
 LQ0264.and adjusted by the National Geodetic Survey in June 1991..
 LQ0264
 LQ0264.The geoid height was determined by GEOID03.
 LQ0264
 LQ0264.The dynamic height is computed by dividing the NAVD 88
 LQ0264.geopotential number by the normal gravity value computed on the
 LQ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0264.degrees latitude (g = 980.6199 gals.).
 LQ0264
 LQ0264.The modeled gravity was interpolated from observed gravity values.
 LQ0264
 LQ0264;                    North         East    Units  Estimated Accuracy
 LQ0264;SPC NV E     - 8,584,760.      270,760.      MT  (+/- 180 meters Scaled)
 LQ0264
 LQ0264                          SUPERSEDED SURVEY CONTROL
 LQ0264
 LQ0264  NGVD 29 (??/??/92) 1785.220  (m)         5857.01   (f) ADJ UNCH    2 0
 LQ0264
 LQ0264.Superseded values are not recommended for survey control.
 LQ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0264.See file dsdata.txt to determine how the superseded data were derived.
 LQ0264
 LQ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE916319(NAD 83)
 LQ0264_MARKER: DB = BENCH MARK DISK
 LQ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0264_STAMPING: B 190 1958
 LQ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0264+STABILITY: SURFACE MOTION
 LQ0264
 LQ0264  HISTORY     - Date     Condition        Report By
 LQ0264  HISTORY     - 1958     MONUMENTED       CGS
 LQ0264
 LQ0264                          STATION DESCRIPTION
 LQ0264
 LQ0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0264'10.65 MI SW FROM LAGES STATION.
 LQ0264'6.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 93 AND 50 ALTERNATE FROM THE
 LQ0264'JUNCTION OF U. S. HIGHWAY 93 AT LAGES STATION, THENCE 4.45 MILES WEST
 LQ0264'ALONG A DIRT ROAD, 19.0 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY
 LQ0264'FROM CURRIE, 9 1/2 RAILS NORTH OF MILEPOLE 82, 43.3 FEET EAST OF THE
 LQ0264'EAST RAIL, 44 FEET NORTH OF THE CENTER LINE OF THE ROAD, 70 FEET
 LQ0264'NORTHEAST OF THE CENTER OF THE CROSSING, 2.8 FEET SOUTH OF A WITNESS
 LQ0264'POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 LQ0264'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0184 ***********************************************************************
 LQ0184  DESIGNATION -  B 191
 LQ0184  PID         -  LQ0184
 LQ0184  STATE/COUNTY-  NV/ELKO
 LQ0184  USGS QUAD   -  WHITE HORSE MOUNTAIN (1982)
 LQ0184
 LQ0184                         *CURRENT SURVEY CONTROL
 LQ0184  ___________________________________________________________________
 LQ0184* NAD 83(1986)-  40 17 31.     (N)    114 21 27.     (W)     SCALED    
 LQ0184* NAVD 88     -      1711.878  (meters)    5616.39   (feet)  ADJUSTED  
 LQ0184  ___________________________________________________________________
 LQ0184  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 LQ0184  DYNAMIC HT  -        1710.320 (meters)    5611.27  (feet)  COMP
 LQ0184  MODELED GRAV-     979,655.1   (mgal)                       NAVD 88
 LQ0184
 LQ0184  VERT ORDER  -  SECOND    CLASS 0
 LQ0184
 LQ0184.The horizontal coordinates were scaled from a topographic map and have
 LQ0184.an estimated accuracy of +/- 6 seconds.
 LQ0184
 LQ0184.The orthometric height was determined by differential leveling
 LQ0184.and adjusted by the National Geodetic Survey in June 1991..
 LQ0184
 LQ0184.The geoid height was determined by GEOID03.
 LQ0184
 LQ0184.The dynamic height is computed by dividing the NAVD 88
 LQ0184.geopotential number by the normal gravity value computed on the
 LQ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0184.degrees latitude (g = 980.6199 gals.).
 LQ0184
 LQ0184.The modeled gravity was interpolated from observed gravity values.
 LQ0184
 LQ0184;                    North         East    Units  Estimated Accuracy
 LQ0184;SPC NV E     - 8,615,750.      304,220.      MT  (+/- 180 meters Scaled)
 LQ0184
 LQ0184                          SUPERSEDED SURVEY CONTROL
 LQ0184
 LQ0184  NGVD 29 (??/??/92) 1710.749  (m)         5612.68   (f) ADJ UNCH    2 0
 LQ0184
 LQ0184.Superseded values are not recommended for survey control.
 LQ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0184.See file dsdata.txt to determine how the superseded data were derived.
 LQ0184
 LQ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE246635(NAD 83)
 LQ0184_MARKER: DB = BENCH MARK DISK
 LQ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0184_STAMPING: B 191 1958
 LQ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0184+STABILITY: SURFACE MOTION
 LQ0184
 LQ0184  HISTORY     - Date     Condition        Report By
 LQ0184  HISTORY     - 1958     MONUMENTED       CGS
 LQ0184
 LQ0184                          STATION DESCRIPTION
 LQ0184
 LQ0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0184'9.2 MI NE FROM BOONE SPRINGS.
 LQ0184'9.2 MILES NORTHEAST ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE UTOCO
 LQ0184'SERVICE STATION AT BOONE SPRINGS, 0.15 MILE NORTHEAST OF A 24-INCH
 LQ0184'PIPE CULVERT, 74 FEET SOUTH OF THE CENTER OF THE T JUNCTION OF A DIRT
 LQ0184'ROAD SOUTHEAST, 60 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LQ0184'34 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.2 FEET NORTHWEST
 LQ0184'OF A WITNESS POST, 1 FOOT LOWER THAN THE HIGHWAY, LEVEL WITH THE ROAD,
 LQ0184'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 LQ0184'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0195 ***********************************************************************
 JP0195  DESIGNATION -  B 196
 JP0195  PID         -  JP0195
 JP0195  STATE/COUNTY-  NV/NYE
 JP0195  USGS QUAD   -  CROWS NEST (1990)
 JP0195
 JP0195                         *CURRENT SURVEY CONTROL
 JP0195  ___________________________________________________________________
 JP0195* NAD 83(1986)-  38 16 49.     (N)    115 39 18.     (W)     SCALED    
 JP0195* NAVD 88     -      1616.766  (meters)    5304.34   (feet)  ADJUSTED  
 JP0195  ___________________________________________________________________
 JP0195  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 JP0195  DYNAMIC HT  -        1615.032 (meters)    5298.65  (feet)  COMP
 JP0195  MODELED GRAV-     979,499.4   (mgal)                       NAVD 88
 JP0195
 JP0195  VERT ORDER  -  SECOND    CLASS 0
 JP0195
 JP0195.The horizontal coordinates were scaled from a topographic map and have
 JP0195.an estimated accuracy of +/- 6 seconds.
 JP0195
 JP0195.The orthometric height was determined by differential leveling
 JP0195.and adjusted by the National Geodetic Survey in June 1991..
 JP0195
 JP0195.The geoid height was determined by GEOID03.
 JP0195
 JP0195.The dynamic height is computed by dividing the NAVD 88
 JP0195.geopotential number by the normal gravity value computed on the
 JP0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0195.degrees latitude (g = 980.6199 gals.).
 JP0195
 JP0195.The modeled gravity was interpolated from observed gravity values.
 JP0195
 JP0195;                    North         East    Units  Estimated Accuracy
 JP0195;SPC NV C     - 6,392,200.      588,510.      MT  (+/- 180 meters Scaled)
 JP0195
 JP0195                          SUPERSEDED SURVEY CONTROL
 JP0195
 JP0195  NGVD 29 (??/??/92) 1615.690  (m)         5300.81   (f) ADJ UNCH    2 0
 JP0195
 JP0195.Superseded values are not recommended for survey control.
 JP0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0195.See file dsdata.txt to determine how the superseded data were derived.
 JP0195
 JP0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC176377(NAD 83)
 JP0195_MARKER: DB = BENCH MARK DISK
 JP0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0195_STAMPING: B 196 1958
 JP0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0195+STABILITY: SURFACE MOTION
 JP0195
 JP0195  HISTORY     - Date     Condition        Report By
 JP0195  HISTORY     - 1958     MONUMENTED       CGS
 JP0195
 JP0195                          STATION DESCRIPTION
 JP0195
 JP0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0195'5.1 MI NE FROM NYALA.
 JP0195'3.1 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE SHARP RANCHHOUSE AT
 JP0195'NYALA, THENCE 2.0 MILES EAST ALONG A DIRT ROAD, AT THE WEST END OF A
 JP0195'SHARP CURVE, 62 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 270
 JP0195'FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE CURVE, 1.7 FEET SOUTH
 JP0195'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JP0195'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0305 ***********************************************************************
 MU0305  DESIGNATION -  B 197
 MU0305  PID         -  MU0305
 MU0305  STATE/COUNTY-  NV/HUMBOLDT
 MU0305  USGS QUAD   -  BUCKSKIN MOUNTAIN (1991)
 MU0305
 MU0305                         *CURRENT SURVEY CONTROL
 MU0305  ___________________________________________________________________
 MU0305* NAD 83(1986)-  41 45 57.     (N)    117 33 02.     (W)     SCALED    
 MU0305* NAVD 88     -      2062.524  (meters)    6766.80   (feet)  ADJUSTED  
 MU0305  ___________________________________________________________________
 MU0305  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 MU0305  DYNAMIC HT  -        2060.895 (meters)    6761.45  (feet)  COMP
 MU0305  MODELED GRAV-     979,757.9   (mgal)                       NAVD 88
 MU0305
 MU0305  VERT ORDER  -  SECOND    CLASS 0
 MU0305
 MU0305.The horizontal coordinates were scaled from a topographic map and have
 MU0305.an estimated accuracy of +/- 6 seconds.
 MU0305
 MU0305.The orthometric height was determined by differential leveling
 MU0305.and adjusted by the National Geodetic Survey in June 1991..
 MU0305
 MU0305.The geoid height was determined by GEOID03.
 MU0305
 MU0305.The dynamic height is computed by dividing the NAVD 88
 MU0305.geopotential number by the normal gravity value computed on the
 MU0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0305.degrees latitude (g = 980.6199 gals.).
 MU0305
 MU0305.The modeled gravity was interpolated from observed gravity values.
 MU0305
 MU0305;                    North         East    Units  Estimated Accuracy
 MU0305;SPC NV W     - 4,779,210.      885,870.      MT  (+/- 180 meters Scaled)
 MU0305
 MU0305                          SUPERSEDED SURVEY CONTROL
 MU0305
 MU0305  NGVD 29 (??/??/92) 2061.274  (m)         6762.70   (f) ADJ UNCH    2 0
 MU0305
 MU0305.Superseded values are not recommended for survey control.
 MU0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0305.See file dsdata.txt to determine how the superseded data were derived.
 MU0305
 MU0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG542239(NAD 83)
 MU0305_MARKER: DB = BENCH MARK DISK
 MU0305_SETTING: 66 = SET IN ROCK OUTCROP
 MU0305_SP_SET: SET IN ROCK OUTCROP
 MU0305_STAMPING: B 197 1963
 MU0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0305+STABILITY: POSITION/ELEVATION WELL
 MU0305
 MU0305  HISTORY     - Date     Condition        Report By
 MU0305  HISTORY     - 1963     MONUMENTED       CGS
 MU0305
 MU0305                          STATION DESCRIPTION
 MU0305
 MU0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0305'25.85 MI SE FROM MCDERMITT.
 MU0305'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0305'LINE AT MCDERMITT, THENCE 11.85 MILES EAST ALONG BUCKSKIN ROAD, SET
 MU0305'VERTICALLY IN THE SOUTHWEST FACE OF A PROMINENT MASSIVE OUTCROP, 14
 MU0305'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 3 1/2 FEET HIGHER
 MU0305'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0171 ***********************************************************************
 MU0171  DESIGNATION -  B 198
 MU0171  PID         -  MU0171
 MU0171  STATE/COUNTY-  NV/HUMBOLDT
 MU0171  USGS QUAD   -  CAPITOL PEAK (1980)
 MU0171
 MU0171                         *CURRENT SURVEY CONTROL
 MU0171  ___________________________________________________________________
 MU0171* NAD 83(1986)-  41 46 28.     (N)    117 19 40.     (W)     SCALED    
 MU0171* NAVD 88     -      1915.628  (meters)    6284.86   (feet)  ADJUSTED  
 MU0171  ___________________________________________________________________
 MU0171  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 MU0171  DYNAMIC HT  -        1914.151 (meters)    6280.01  (feet)  COMP
 MU0171  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 MU0171
 MU0171  VERT ORDER  -  SECOND    CLASS 0
 MU0171
 MU0171.The horizontal coordinates were scaled from a topographic map and have
 MU0171.an estimated accuracy of +/- 6 seconds.
 MU0171
 MU0171.The orthometric height was determined by differential leveling
 MU0171.and adjusted by the National Geodetic Survey in June 1991..
 MU0171
 MU0171.The geoid height was determined by GEOID03.
 MU0171
 MU0171.The dynamic height is computed by dividing the NAVD 88
 MU0171.geopotential number by the normal gravity value computed on the
 MU0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0171.degrees latitude (g = 980.6199 gals.).
 MU0171
 MU0171.The modeled gravity was interpolated from observed gravity values.
 MU0171
 MU0171;                    North         East    Units  Estimated Accuracy
 MU0171;SPC NV W     - 4,780,410.      904,380.      MT  (+/- 180 meters Scaled)
 MU0171
 MU0171                          SUPERSEDED SURVEY CONTROL
 MU0171
 MU0171  NGVD 29 (??/??/92) 1914.412  (m)         6280.87   (f) ADJ UNCH    2 0
 MU0171
 MU0171.Superseded values are not recommended for survey control.
 MU0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0171.See file dsdata.txt to determine how the superseded data were derived.
 MU0171
 MU0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG727247(NAD 83)
 MU0171_MARKER: DB = BENCH MARK DISK
 MU0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0171_STAMPING: B 198 1963
 MU0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0171+STABILITY: SURFACE MOTION
 MU0171
 MU0171  HISTORY     - Date     Condition        Report By
 MU0171  HISTORY     - 1963     MONUMENTED       CGS
 MU0171
 MU0171                          STATION DESCRIPTION
 MU0171
 MU0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0171'45.45 MI E FROM MCDERMITT.
 MU0171'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0171'LINE AT MCDERMITT, THENCE 17.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0171'THENCE 14.3 MILES NORTHEAST ALONG A DIRT ROAD, 31 FEET SOUTH OF THE
 MU0171'CENTER LINE OF THE ROAD, 3.0 FEET NORTHEAST OF A WITNESS POST, ABOUT 1
 MU0171'1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MU0171'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0373 ***********************************************************************
 LQ0373  DESIGNATION -  B 199
 LQ0373  PID         -  LQ0373
 LQ0373  STATE/COUNTY-  NV/ELKO
 LQ0373  USGS QUAD   -  JIGGS (1985)
 LQ0373
 LQ0373                         *CURRENT SURVEY CONTROL
 LQ0373  ___________________________________________________________________
 LQ0373* NAD 83(1986)-  40 25 29.     (N)    115 41 08.     (W)     SCALED    
 LQ0373* NAVD 88     -      1673.937  (meters)    5491.91   (feet)  ADJUSTED  
 LQ0373  ___________________________________________________________________
 LQ0373  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 LQ0373  DYNAMIC HT  -        1672.433 (meters)    5486.97  (feet)  COMP
 LQ0373  MODELED GRAV-     979,667.9   (mgal)                       NAVD 88
 LQ0373
 LQ0373  VERT ORDER  -  SECOND    CLASS 0
 LQ0373
 LQ0373.The horizontal coordinates were scaled from a topographic map and have
 LQ0373.an estimated accuracy of +/- 6 seconds.
 LQ0373
 LQ0373.The orthometric height was determined by differential leveling
 LQ0373.and adjusted by the National Geodetic Survey in June 1991..
 LQ0373
 LQ0373.The geoid height was determined by GEOID03.
 LQ0373
 LQ0373.The dynamic height is computed by dividing the NAVD 88
 LQ0373.geopotential number by the normal gravity value computed on the
 LQ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0373.degrees latitude (g = 980.6199 gals.).
 LQ0373
 LQ0373.The modeled gravity was interpolated from observed gravity values.
 LQ0373
 LQ0373;                    North         East    Units  Estimated Accuracy
 LQ0373;SPC NV E     - 8,629,770.      191,330.      MT  (+/- 180 meters Scaled)
 LQ0373
 LQ0373                          SUPERSEDED SURVEY CONTROL
 LQ0373
 LQ0373  NGVD 29 (??/??/92) 1672.811  (m)         5488.21   (f) ADJ UNCH    2 0
 LQ0373
 LQ0373.Superseded values are not recommended for survey control.
 LQ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0373.See file dsdata.txt to determine how the superseded data were derived.
 LQ0373
 LQ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE115757(NAD 83)
 LQ0373_MARKER: DB = BENCH MARK DISK
 LQ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0373_STAMPING: B 199 1963
 LQ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0373+STABILITY: SURFACE MOTION
 LQ0373
 LQ0373  HISTORY     - Date     Condition        Report By
 LQ0373  HISTORY     - 1963     MONUMENTED       CGS
 LQ0373
 LQ0373                          STATION DESCRIPTION
 LQ0373
 LQ0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0373'1.3 MI W FROM JIGGS.
 LQ0373'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0373'JIGGS, THENCE 1.0 MILE WEST ALONG THE LITTLE PORTER CREEK ROAD, 0.3
 LQ0373'MILE EAST OF THE JUNCTION OF A DRIVE WEST TO THE EL JIGGS RANCH, 54
 LQ0373'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A POWER LINE
 LQ0373'POLE, 1.4 FEET WEST OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE
 LQ0373'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0927 ***********************************************************************
 GR0927  DESIGNATION -  B 2
 GR0927  PID         -  GR0927
 GR0927  STATE/COUNTY-  NV/CLARK
 GR0927  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0927
 GR0927                         *CURRENT SURVEY CONTROL
 GR0927  ___________________________________________________________________
 GR0927* NAD 83(1986)-  36 13 59.     (N)    115 02 53.     (W)     SCALED    
 GR0927* NAVD 88     -       559.737  (meters)    1836.40   (feet)  POSTED    
 GR0927  ___________________________________________________________________
 GR0927  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GR0927  DYNAMIC HT  -         559.170 (meters)    1834.54  (feet)  COMP
 GR0927  MODELED GRAV-     979,602.0   (mgal)                       NAVD 88
 GR0927
 GR0927  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0927
 GR0927.The horizontal coordinates were scaled from a topographic map and have
 GR0927.an estimated accuracy of +/- 6 seconds.
 GR0927
 GR0927.The orthometric height was determined by differential leveling
 GR0927.and adjusted by the National Geodetic Survey in 1992..
 GR0927.No vertical observational check was made to the station.
 GR0927.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0927.was located on a no-check spur therefore a value was not computed.
 GR0927
 GR0927.The geoid height was determined by GEOID03.
 GR0927
 GR0927.The dynamic height is computed by dividing the NAVD 88
 GR0927.geopotential number by the normal gravity value computed on the
 GR0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0927.degrees latitude (g = 980.6199 gals.).
 GR0927
 GR0927.The modeled gravity was interpolated from observed gravity values.
 GR0927
 GR0927;                    North         East    Units  Estimated Accuracy
 GR0927;SPC NV E     - 8,164,660.      248,120.      MT  (+/- 180 meters Scaled)
 GR0927
 GR0927                          SUPERSEDED SURVEY CONTROL
 GR0927
 GR0927  NGVD 29 (??/??/92)  559.115  (m)         1834.36   (f) ADJ UNCH    1 1
 GR0927
 GR0927.Superseded values are not recommended for survey control.
 GR0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0927.See file dsdata.txt to determine how the superseded data were derived.
 GR0927
 GR0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA754115(NAD 83)
 GR0927_MARKER: DD = SURVEY DISK
 GR0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0927_STAMPING: LVAFB B 1948
 GR0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0927+STABILITY: SURFACE MOTION
 GR0927
 GR0927  HISTORY     - Date     Condition        Report By
 GR0927  HISTORY     - 1948     MONUMENTED       USE
 GR0927  HISTORY     - 1950     GOOD             NGS
 GR0927
 GR0927                          STATION DESCRIPTION
 GR0927
 GR0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0927'IN LAS VEGAS ARMY AIR FIELD.
 GR0927'AT LAS VEGAS ARMY AIR FIELD, AT THE SOUTH PROPERTY LINE, 191 1/2 FEET
 GR0927'EAST OF THE EAST EDGE OF A CONCRETE MANHOLE, 176 1/2 FEET EAST OF THE
 GR0927'CENTER LINE OF A GRAVELED ROAD, 16 FEET WEST OF THE CENTER LINE OF A
 GR0927'TRACK ROAD, 1.7 FEET WEST OF A WITNESS POST, 1.0 FOOT SOUTH OF A WIRE
 GR0927'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 GR0927'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0438 ***********************************************************************
 MT0438  DESIGNATION -  B 2
 MT0438  PID         -  MT0438
 MT0438  STATE/COUNTY-  NV/ELKO
 MT0438  USGS QUAD   -  DEETH (1967)
 MT0438
 MT0438                         *CURRENT SURVEY CONTROL
 MT0438  ___________________________________________________________________
 MT0438* NAD 83(1986)-  41 07 24.     (N)    115 16 50.     (W)     SCALED    
 MT0438* NAVD 88     -      1666.029  (meters)    5465.96   (feet)  ADJUSTED  
 MT0438  ___________________________________________________________________
 MT0438  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 MT0438  DYNAMIC HT  -        1664.659 (meters)    5461.47  (feet)  COMP
 MT0438  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 MT0438
 MT0438  VERT ORDER  -  SECOND    CLASS 0
 MT0438
 MT0438.The horizontal coordinates were scaled from a topographic map and have
 MT0438.an estimated accuracy of +/- 6 seconds.
 MT0438
 MT0438.The orthometric height was determined by differential leveling
 MT0438.and adjusted by the National Geodetic Survey in June 1991..
 MT0438
 MT0438.The geoid height was determined by GEOID03.
 MT0438
 MT0438.The dynamic height is computed by dividing the NAVD 88
 MT0438.geopotential number by the normal gravity value computed on the
 MT0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0438.degrees latitude (g = 980.6199 gals.).
 MT0438
 MT0438.The modeled gravity was interpolated from observed gravity values.
 MT0438
 MT0438;                    North         East    Units  Estimated Accuracy
 MT0438;SPC NV E     - 8,707,390.      225,420.      MT  (+/- 180 meters Scaled)
 MT0438
 MT0438                          SUPERSEDED SURVEY CONTROL
 MT0438
 MT0438  NGVD 29 (??/??/92) 1664.867  (m)         5462.15   (f) ADJ UNCH    2 0
 MT0438
 MT0438.Superseded values are not recommended for survey control.
 MT0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0438.See file dsdata.txt to determine how the superseded data were derived.
 MT0438
 MT0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF443538(NAD 83)
 MT0438_MARKER: DD = SURVEY DISK
 MT0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0438_STAMPING: B-2 1933
 MT0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0438+STABILITY: SURFACE MOTION
 MT0438
 MT0438  HISTORY     - Date     Condition        Report By
 MT0438  HISTORY     - 1933     MONUMENTED       USGS
 MT0438  HISTORY     - 1934     GOOD             NGS
 MT0438  HISTORY     - 1984     MARK NOT FOUND   NGS
 MT0438
 MT0438                          STATION DESCRIPTION
 MT0438
 MT0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0438'3.9 MI N FROM DEETH.
 MT0438'3.9 MILES NORTH OF SOUTHERN PACIFIC DEPOT AT DEETH ON TOP OF RIDGE OF
 MT0438'HILLS 550 FEET SOUTH OF LARGE DRY WASH.  30 FEET EAST OF THE
 MT0438'CENTERLINE OF ROAD.
 MT0438
 MT0438                          STATION RECOVERY (1984)
 MT0438
 MT0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0438'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN
 MT0438'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0037 ***********************************************************************
 HP0037  DESIGNATION -  B 2
 HP0037  PID         -  HP0037
 HP0037  STATE/COUNTY-  NV/LINCOLN
 HP0037  USGS QUAD   -  LEITH (1980)
 HP0037
 HP0037                         *CURRENT SURVEY CONTROL
 HP0037  ___________________________________________________________________
 HP0037* NAD 83(1986)-  37 15 31.     (N)    114 28 01.     (W)     SCALED    
 HP0037* NAVD 88     -       894.886  (meters)    2935.97   (feet)  POSTED    
 HP0037  ___________________________________________________________________
 HP0037  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 HP0037  DYNAMIC HT  -         893.970 (meters)    2932.97  (feet)  COMP
 HP0037  MODELED GRAV-     979,583.7   (mgal)                       NAVD 88
 HP0037
 HP0037  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0037
 HP0037.The horizontal coordinates were scaled from a topographic map and have
 HP0037.an estimated accuracy of +/- 6 seconds.
 HP0037
 HP0037.The orthometric height was determined by differential leveling
 HP0037.and adjusted by the National Geodetic Survey in 1992..
 HP0037.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0037.rate of 1.1 thru 2.0 mm/km.
 HP0037
 HP0037.The geoid height was determined by GEOID03.
 HP0037
 HP0037.The dynamic height is computed by dividing the NAVD 88
 HP0037.geopotential number by the normal gravity value computed on the
 HP0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0037.degrees latitude (g = 980.6199 gals.).
 HP0037
 HP0037.The modeled gravity was interpolated from observed gravity values.
 HP0037
 HP0037;                    North         East    Units  Estimated Accuracy
 HP0037;SPC NV E     - 8,278,910.      299,030.      MT  (+/- 180 meters Scaled)
 HP0037
 HP0037                          SUPERSEDED SURVEY CONTROL
 HP0037
 HP0037  NGVD 29 (??/??/92)  894.069  (m)         2933.29   (f) ADJ UNCH    1 2
 HP0037
 HP0037.Superseded values are not recommended for survey control.
 HP0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0037.See file dsdata.txt to determine how the superseded data were derived.
 HP0037
 HP0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB246265(NAD 83)
 HP0037_MARKER: DB = BENCH MARK DISK
 HP0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HP0037_SP_SET: BUILDING
 HP0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0037
 HP0037  HISTORY     - Date     Condition        Report By
 HP0037  HISTORY     - UNK      MONUMENTED       CGS
 HP0037  HISTORY     - 1970     GOOD             USAF
 HP0037  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 HP0037
 HP0037                          STATION DESCRIPTION
 HP0037
 HP0037'DESCRIBED BY US AIR FORCE 1970
 HP0037'IN LEITH.
 HP0037'AT LEITH, LINCOLN CO., ON THE U.P. R.R., 0.7 MILE N. OF THE STATION
 HP0037'SIGN, ABOUT 200 FEET EAST OF THE TRACK, ON THE EAST WALL OF THE OLD
 HP0037'SECTION HOUSE, (WHICH IS THE SOUTH-MOST OF TWO BUILDINGS AT LEITH),
 HP0037'INSIDE THE SCREENED IN PORCH, AND 4.8 FEET ABOVE THE PORCH FLOOR.  AN
 HP0037'UNSTAMPED DISC SET VERTICALLY.
 HP0037
 HP0037                          STATION RECOVERY (1981)
 HP0037
 HP0037'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 HP0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0005 ***********************************************************************
 MV0005  DESIGNATION -  B 20
 MV0005  PID         -  MV0005
 MV0005  STATE/COUNTY-  NV/HUMBOLDT
 MV0005  USGS QUAD   -  BILK CREEK RESERVOIR (1990)
 MV0005
 MV0005                         *CURRENT SURVEY CONTROL
 MV0005  ___________________________________________________________________
 MV0005* NAD 83(1986)-  41 39 35.     (N)    118 28 17.     (W)     SCALED    
 MV0005* NAVD 88     -      1286.614  (meters)    4221.17   (feet)  ADJUSTED  
 MV0005  ___________________________________________________________________
 MV0005  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 MV0005  DYNAMIC HT  -        1285.748 (meters)    4218.32  (feet)  COMP
 MV0005  MODELED GRAV-     979,905.4   (mgal)                       NAVD 88
 MV0005
 MV0005  VERT ORDER  -  FIRST     CLASS II
 MV0005
 MV0005.The horizontal coordinates were scaled from a topographic map and have
 MV0005.an estimated accuracy of +/- 6 seconds.
 MV0005
 MV0005.The orthometric height was determined by differential leveling
 MV0005.and adjusted by the National Geodetic Survey in June 1991..
 MV0005
 MV0005.The geoid height was determined by GEOID03.
 MV0005
 MV0005.The dynamic height is computed by dividing the NAVD 88
 MV0005.geopotential number by the normal gravity value computed on the
 MV0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0005.degrees latitude (g = 980.6199 gals.).
 MV0005
 MV0005.The modeled gravity was interpolated from observed gravity values.
 MV0005
 MV0005;                    North         East    Units  Estimated Accuracy
 MV0005;SPC NV W     - 4,766,910.      809,320.      MT  (+/- 180 meters Scaled)
 MV0005
 MV0005                          SUPERSEDED SURVEY CONTROL
 MV0005
 MV0005  NGVD 29 (??/??/92) 1285.534  (m)         4217.62   (f) ADJ UNCH    1 2
 MV0005
 MV0005.Superseded values are not recommended for survey control.
 MV0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0005.See file dsdata.txt to determine how the superseded data were derived.
 MV0005
 MV0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG774130(NAD 83)
 MV0005_MARKER: DB = BENCH MARK DISK
 MV0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0005_STAMPING: 4217.597 B 20 1931
 MV0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0005+STABILITY: SURFACE MOTION
 MV0005
 MV0005  HISTORY     - Date     Condition        Report By
 MV0005  HISTORY     - 1931     MONUMENTED       CGS
 MV0005  HISTORY     - 1960     GOOD             USGS
 MV0005
 MV0005                          STATION DESCRIPTION
 MV0005
 MV0005'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MV0005'25.0 MI SE FROM DENIO.
 MV0005'IN HUMBOLDT COUNTY, NEVADA, 25.0 MILES SOUTHEAST ALONG THE OLD HIGHWAY
 MV0005'FROM DENIO, HARNEY COUNTY, OREGON, 6.0 MILES NORTH OF THE QUINN RIVER
 MV0005'CROSSING RANCH, AND 43 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. A
 MV0005'STANDARD DISK, STAMPED 4217.597 B 20 1931 AND SET IN THE TOP OF A
 MV0005'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0644 ***********************************************************************
 MT0644  DESIGNATION -  B 20
 MT0644  PID         -  MT0644
 MT0644  STATE/COUNTY-  NV/ELKO
 MT0644  USGS QUAD   -  CHARLESTON RESERVOIR (1968)
 MT0644
 MT0644                         *CURRENT SURVEY CONTROL
 MT0644  ___________________________________________________________________
 MT0644* NAD 83(1986)-  41 33 24.     (N)    115 28 35.     (W)     SCALED    
 MT0644* NAVD 88     -      1861.012  (meters)    6105.67   (feet)  ADJUSTED  
 MT0644  ___________________________________________________________________
 MT0644  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 MT0644  DYNAMIC HT  -        1859.472 (meters)    6100.62  (feet)  COMP
 MT0644  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 MT0644
 MT0644  VERT ORDER  -  SECOND    CLASS 0
 MT0644
 MT0644.The horizontal coordinates were scaled from a topographic map and have
 MT0644.an estimated accuracy of +/- 6 seconds.
 MT0644
 MT0644.The orthometric height was determined by differential leveling
 MT0644.and adjusted by the National Geodetic Survey in June 1991..
 MT0644
 MT0644.The geoid height was determined by GEOID03.
 MT0644
 MT0644.The dynamic height is computed by dividing the NAVD 88
 MT0644.geopotential number by the normal gravity value computed on the
 MT0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0644.degrees latitude (g = 980.6199 gals.).
 MT0644
 MT0644.The modeled gravity was interpolated from observed gravity values.
 MT0644
 MT0644;                    North         East    Units  Estimated Accuracy
 MT0644;SPC NV E     - 8,755,470.      208,920.      MT  (+/- 180 meters Scaled)
 MT0644
 MT0644                          SUPERSEDED SURVEY CONTROL
 MT0644
 MT0644  NGVD 29 (??/??/92) 1859.753  (m)         6101.54   (f) ADJ UNCH    2 0
 MT0644
 MT0644.Superseded values are not recommended for survey control.
 MT0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0644.See file dsdata.txt to determine how the superseded data were derived.
 MT0644
 MT0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG270016(NAD 83)
 MT0644_MARKER: DD = SURVEY DISK
 MT0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0644_STAMPING: B-20 1933
 MT0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0644+STABILITY: SURFACE MOTION
 MT0644
 MT0644  HISTORY     - Date     Condition        Report By
 MT0644  HISTORY     - 1933     MONUMENTED       USGS
 MT0644  HISTORY     - 1934     GOOD             NGS
 MT0644
 MT0644                          STATION DESCRIPTION
 MT0644
 MT0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0644'4.9 MI S FROM CHARLESTON.
 MT0644'4.9 MILES SOUTH OF PUMTY RANCH HOUSE AT CHARLESTON 3 FEET SOUTH BY 3
 MT0644'FEET EAST OF FENCE CORNER.  AT ROAD FORKS TO THE SOUTHEAST, 31 FEET
 MT0644'NORTHEAST OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1040 ***********************************************************************
 KR1040  DESIGNATION -  B 200 RESET
 KR1040  PID         -  KR1040
 KR1040  STATE/COUNTY-  NV/LYON
 KR1040  USGS QUAD   -  FLOWERY PEAK (1994)
 KR1040
 KR1040                         *CURRENT SURVEY CONTROL
 KR1040  ___________________________________________________________________
 KR1040* NAD 83(1986)-  39 15 50.     (N)    119 34 46.     (W)     SCALED    
 KR1040* NAVD 88     -      1328.22   (+/-2cm)    4357.7    (feet)  VERTCON   
 KR1040  ___________________________________________________________________
 KR1040  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 KR1040
 KR1040  VERT ORDER  -  THIRD (See Below)
 KR1040
 KR1040.The horizontal coordinates were scaled from a topographic map and have
 KR1040.an estimated accuracy of +/- 6 seconds.
 KR1040
 KR1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1040.The vertical order pertains to the NGVD 29 superseded value.
 KR1040
 KR1040.The geoid height was determined by GEOID03.
 KR1040
 KR1040;                    North         East    Units  Estimated Accuracy
 KR1040;SPC NV W     - 4,501,370.      714,040.      MT  (+/- 180 meters Scaled)
 KR1040
 KR1040                          SUPERSEDED SURVEY CONTROL
 KR1040
 KR1040  NGVD 29 (07/31/00) 1327.17   (m)         4354.2    (f) RESET       3  
 KR1040
 KR1040.Superseded values are not recommended for survey control.
 KR1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1040.See file dsdata.txt to determine how the superseded data were derived.
 KR1040
 KR1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD774492(NAD 83)
 KR1040_MARKER: DD = SURVEY DISK
 KR1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1040_STAMPING: B 200 RESET 1954
 KR1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1040+STABILITY: SURFACE MOTION
 KR1040
 KR1040  HISTORY     - Date     Condition        Report By
 KR1040  HISTORY     - 1954     MONUMENTED       NVDH
 KR1040
 KR1040                          STATION DESCRIPTION
 KR1040
 KR1040'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1954
 KR1040'2 MI NE FROM DAYTON.
 KR1040'2 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM DAYTON, LYON COUNTY, 155
 KR1040'FEET RIGHT (SOUTHEAST) OF THE CENTERLINE OF THE HIGHWAY AT SURVEY
 KR1040'STATION O 296+50, ON A VERY LOW SAND KNOLL, AND 100 FEET SOUTHWEST OF
 KR1040'A DIRT SIDE ROAD.  A STANDARD DISK, STAMPED B 200 RESET 1954 AND SET
 KR1040'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0811 ***********************************************************************
 KR0811  DESIGNATION -  B 201
 KR0811  PID         -  KR0811
 KR0811  STATE/COUNTY-  NV/STOREY
 KR0811  USGS QUAD   -  MARTIN CANYON (1985)
 KR0811
 KR0811                         *CURRENT SURVEY CONTROL
 KR0811  ___________________________________________________________________
 KR0811* NAD 83(1986)-  39 28 57.     (N)    119 25 14.     (W)     SCALED    
 KR0811* NAVD 88     -      1696.04   (+/-2cm)    5564.4    (feet)  VERTCON   
 KR0811  ___________________________________________________________________
 KR0811  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 KR0811
 KR0811  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0811
 KR0811.The horizontal coordinates were scaled from a topographic map and have
 KR0811.an estimated accuracy of +/- 6 seconds.
 KR0811
 KR0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0811.The vertical order pertains to the NGVD 29 superseded value.
 KR0811
 KR0811.The geoid height was determined by GEOID03.
 KR0811
 KR0811;                    North         East    Units  Estimated Accuracy
 KR0811;SPC NV W     - 4,525,500.      727,980.      MT  (+/- 180 meters Scaled)
 KR0811
 KR0811                          SUPERSEDED SURVEY CONTROL
 KR0811
 KR0811  NGVD 29 (??/??/92) 1694.953  (m)         5560.86   (f) ADJ UNCH    2 0
 KR0811
 KR0811.Superseded values are not recommended for survey control.
 KR0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0811.See file dsdata.txt to determine how the superseded data were derived.
 KR0811
 KR0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD918731(NAD 83)
 KR0811_MARKER: DB = BENCH MARK DISK
 KR0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0811_STAMPING: B 201 1935
 KR0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0811+STABILITY: SURFACE MOTION
 KR0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0811+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2001
 KR0811
 KR0811  HISTORY     - Date     Condition        Report By
 KR0811  HISTORY     - 1935     MONUMENTED       CGS
 KR0811  HISTORY     - 20010403 GOOD             NVGS
 KR0811
 KR0811                          STATION DESCRIPTION
 KR0811
 KR0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0811'9.2 MI SE FROM CLARK.
 KR0811'9.2 MILES SOUTHEAST ALONG ROAD TO RAMSEY.  BETWEEN TO MOUNTAIN RANGES,
 KR0811'ABOUT 600 FEET FROM FOOT OF HILL.  78.1 FEET NORTH OF SPRING AND SMALL
 KR0811'RESERVOIR, 19 FEET SOUTH OF CENTERLINE OF ROAD, 12 FEET NORTH OF
 KR0811'INTERSECTION WITH TRAIL LEADING TO SPRING.
 KR0811
 KR0811                          STATION RECOVERY (2001)
 KR0811
 KR0811'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0859 ***********************************************************************
 JR0859  DESIGNATION -  B 202
 JR0859  PID         -  JR0859
 JR0859  STATE/COUNTY-  NV/LYON
 JR0859  USGS QUAD   -  WILSON CANYON (1986)
 JR0859
 JR0859                         *CURRENT SURVEY CONTROL
 JR0859  ___________________________________________________________________
 JR0859* NAD 83(1986)-  38 50 06.     (N)    119 11 05.     (W)     SCALED    
 JR0859* NAVD 88     -      1373.50   (+/-2cm)    4506.2    (feet)  VERTCON   
 JR0859  ___________________________________________________________________
 JR0859  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 JR0859
 JR0859  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0859
 JR0859.The horizontal coordinates were scaled from a topographic map and have
 JR0859.an estimated accuracy of +/- 6 seconds.
 JR0859
 JR0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0859.The vertical order pertains to the NGVD 29 superseded value.
 JR0859
 JR0859.The geoid height was determined by GEOID03.
 JR0859
 JR0859;                    North         East    Units  Estimated Accuracy
 JR0859;SPC NV W     - 4,453,460.      747,790.      MT  (+/- 180 meters Scaled)
 JR0859
 JR0859                          SUPERSEDED SURVEY CONTROL
 JR0859
 JR0859  NGVD 29 (??/??/92) 1372.393  (m)         4502.59   (f) ADJ UNCH    2 0
 JR0859
 JR0859.Superseded values are not recommended for survey control.
 JR0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0859.See file dsdata.txt to determine how the superseded data were derived.
 JR0859
 JR0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD103007(NAD 83)
 JR0859_MARKER: DB = BENCH MARK DISK
 JR0859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JR0859_SP_SET: BRIDGE
 JR0859_STAMPING: B 202 1935
 JR0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0859
 JR0859  HISTORY     - Date     Condition        Report By
 JR0859  HISTORY     - 1935     MONUMENTED       CGS
 JR0859  HISTORY     - 1951     GOOD             NGS
 JR0859
 JR0859                          STATION DESCRIPTION
 JR0859
 JR0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0859'12.9 MI S FROM YERINGTON.
 JR0859'0.2 MILE SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE AT YERINGTON,
 JR0859'THENCE 12.7 MILES SOUTH ALONG STATE HIGHWAY 3, AT BRIDGE 145
 JR0859'(THE NORTHEAST ONE OF TWO CONCRETE BRIDGES), IN THE TOP OF THE
 JR0859'NORTHWEST CONCRETE HEADWALL, 18.0 FEET NORTH OF THE CENTER LINE
 JR0859'OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0390 ***********************************************************************
 KR0390  DESIGNATION -  B 203
 KR0390  PID         -  KR0390
 KR0390  STATE/COUNTY-  NV/LYON
 KR0390  USGS QUAD   -  WEBER RESERVOIR (1987)
 KR0390
 KR0390                         *CURRENT SURVEY CONTROL
 KR0390  ___________________________________________________________________
 KR0390* NAD 83(1986)-  39 03 57.     (N)    118 58 27.     (W)     SCALED    
 KR0390* NAVD 88     -      1373.81   (+/-2cm)    4507.2    (feet)  VERTCON   
 KR0390  ___________________________________________________________________
 KR0390  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 KR0390
 KR0390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0390
 KR0390.The horizontal coordinates were scaled from a topographic map and have
 KR0390.an estimated accuracy of +/- 6 seconds.
 KR0390
 KR0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0390.The vertical order pertains to the NGVD 29 superseded value.
 KR0390
 KR0390.The geoid height was determined by GEOID03.
 KR0390
 KR0390;                    North         East    Units  Estimated Accuracy
 KR0390;SPC NV W     - 4,478,980.      766,180.      MT  (+/- 180 meters Scaled)
 KR0390
 KR0390                          SUPERSEDED SURVEY CONTROL
 KR0390
 KR0390  NGVD 29 (??/??/92) 1372.774  (m)         4503.84   (f) ADJ UNCH    2 0
 KR0390
 KR0390.Superseded values are not recommended for survey control.
 KR0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0390.See file dsdata.txt to determine how the superseded data were derived.
 KR0390
 KR0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD292259(NAD 83)
 KR0390_MARKER: DB = BENCH MARK DISK
 KR0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0390_STAMPING: B 203 1935
 KR0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0390+STABILITY: SURFACE MOTION
 KR0390
 KR0390  HISTORY     - Date     Condition        Report By
 KR0390  HISTORY     - 1935     MONUMENTED       CGS
 KR0390
 KR0390                          STATION DESCRIPTION
 KR0390
 KR0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0390'14.2 MI NE FROM YERINGTON.
 KR0390'TO REACH FROM YERINGTON COURTHOUSE GO 12.2 MILES NORTHEAST ALONG STATE
 KR0390'HIGHWAY NO. 3, THENCE 2.0 MILES NORTH ALONG TRAIL.  57 FEET WEST OF
 KR0390'POINT WHERE TRAIL LEAVES DITCH AND TURNS EAST, 42 FEET WEST OF DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1049 ***********************************************************************
 KR1049  DESIGNATION -  B 208
 KR1049  PID         -  KR1049
 KR1049  STATE/COUNTY-  NV/WASHOE
 KR1049  USGS QUAD   -  MARLETTE LAKE (1992)
 KR1049
 KR1049                         *CURRENT SURVEY CONTROL
 KR1049  ___________________________________________________________________
 KR1049* NAD 83(1986)-  39 14 28.     (N)    120 00 02.     (W)     SCALED    
 KR1049* NAVD 88     -      1951.04   (+/-2cm)    6401.0    (feet)  VERTCON   
 KR1049  ___________________________________________________________________
 KR1049  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 KR1049
 KR1049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1049
 KR1049.The horizontal coordinates were scaled from a topographic map and have
 KR1049.an estimated accuracy of +/- 6 seconds.
 KR1049
 KR1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1049.The vertical order pertains to the NGVD 29 superseded value.
 KR1049
 KR1049.The geoid height was determined by GEOID03.
 KR1049
 KR1049;                    North         East    Units  Estimated Accuracy
 KR1049;SPC NV W     - 4,499,320.      677,660.      MT  (+/- 180 meters Scaled)
 KR1049
 KR1049                          SUPERSEDED SURVEY CONTROL
 KR1049
 KR1049  NGVD 29 (??/??/92) 1949.793  (m)         6396.95   (f) ADJ UNCH    2 0
 KR1049
 KR1049.Superseded values are not recommended for survey control.
 KR1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1049.See file dsdata.txt to determine how the superseded data were derived.
 KR1049
 KR1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ588478(NAD 83)
 KR1049_MARKER: DB = BENCH MARK DISK
 KR1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1049_STAMPING: B 208 1935
 KR1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1049+STABILITY: SURFACE MOTION
 KR1049
 KR1049  HISTORY     - Date     Condition        Report By
 KR1049  HISTORY     - 1935     MONUMENTED       CGS
 KR1049  HISTORY     - 1970     GOOD             NGS
 KR1049
 KR1049                          STATION DESCRIPTION
 KR1049
 KR1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR1049'11.9 MI NE FROM TAHOE.
 KR1049'IN WASHOE COUNTY, NEVADA, 11.9 MILES NORTHEAST ALONG CALIFORNIA STATE
 KR1049'HIGHWAY 89 AND NEVADA STATE HIGHWAY 28 FROM THE POST OFFICE AT TAHOE,
 KR1049'PLACER COUNTY, CALIFORNIA, 1.0 MILE EAST OF THE NEVADA-CALIFORNIA
 KR1049'STATE LINE, ON THE ROUGH WOODED SHORE OF LAKE TAHOE, 200 FEET ABOVE
 KR1049'THE LAKE, BETWEEN THE LAKE AND THE HIGHWAY, 150 FEET WEST OF THE WEST
 KR1049'EDGE OF THE LAKE, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT
 KR1049'THE CRYSTAL BAY CORP. CAL-NEVA PARK, 10 FEET NORTH OF THE NORTHWEST
 KR1049'CORNER OF THE LOG OFFICE, IN THE TOP OF A ROCK, AND ABOUT 3 FEET
 KR1049'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 208 1935.
 KR1049
 KR1049                          STATION RECOVERY (1970)
 KR1049
 KR1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KR1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1075 ***********************************************************************
 KR1075  DESIGNATION -  B 209
 KR1075  PID         -  KR1075
 KR1075  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1075  USGS QUAD   -  GENOA (1994)
 KR1075
 KR1075                         *CURRENT SURVEY CONTROL
 KR1075  ___________________________________________________________________
 KR1075* NAD 83(1986)-  39 07 03.     (N)    119 46 17.     (W)     SCALED    
 KR1075* NAVD 88     -      1450.06   (+/-2cm)    4757.4    (feet)  VERTCON   
 KR1075  ___________________________________________________________________
 KR1075  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 KR1075
 KR1075  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1075
 KR1075.The horizontal coordinates were scaled from a topographic map and have
 KR1075.an estimated accuracy of +/- 6 seconds.
 KR1075
 KR1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1075.The vertical order pertains to the NGVD 29 superseded value.
 KR1075
 KR1075.The geoid height was determined by GEOID03.
 KR1075
 KR1075;                    North         East    Units  Estimated Accuracy
 KR1075;SPC NV W     - 4,485,310.      697,260.      MT  (+/- 180 meters Scaled)
 KR1075
 KR1075                          SUPERSEDED SURVEY CONTROL
 KR1075
 KR1075  NGVD 29 (??/??/92) 1448.926  (m)         4753.68   (f) ADJ UNCH    2 0
 KR1075
 KR1075.Superseded values are not recommended for survey control.
 KR1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1075.See file dsdata.txt to determine how the superseded data were derived.
 KR1075
 KR1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD603334(NAD 83)
 KR1075_MARKER: DB = BENCH MARK DISK
 KR1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1075_STAMPING: B 209 1935
 KR1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1075+STABILITY: SURFACE MOTION
 KR1075
 KR1075  HISTORY     - Date     Condition        Report By
 KR1075  HISTORY     - 1935     MONUMENTED       CGS
 KR1075  HISTORY     - 1951     GOOD             NGS
 KR1075
 KR1075                          STATION DESCRIPTION
 KR1075
 KR1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1075'3.1 MI S FROM STEWART.
 KR1075'0.9 MILES WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT STEWART,
 KR1075'3.3 MILES SOUTH ALONG U. S. HIGHWAY 395 FROM THE STATE CAPITOL AT
 KR1075'CARSON CITY, 112 YARDS EAST ALONG AN ASPHALT ROAD LEADING TO STEWART
 KR1075'FROM ITS JUNCTION WITH U. S. HIGHWAY 395 AND 50, NEAR THE SECOND POWER
 KR1075'LINE POLE EAST OF U. S. HIGHWAY 395, 223 FEET WEST OF THE NORTHWEST
 KR1075'CORNER OF A CEMETERY, 34 FEET SOUTH OF THE CENTER LINE OF THE ASPHALT
 KR1075'ROAD, 24 1/2 FEET SOUTHWEST OF A POWER LINE POLE, 14.5 FEET SOUTH OF A
 KR1075'FENCE, 2.2 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 KR1075'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE THE
 KR1075'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0646 ***********************************************************************
 MT0646  DESIGNATION -  B 21
 MT0646  PID         -  MT0646
 MT0646  STATE/COUNTY-  NV/ELKO
 MT0646  USGS QUAD   -  CHARLESTON RESERVOIR (1968)
 MT0646
 MT0646                         *CURRENT SURVEY CONTROL
 MT0646  ___________________________________________________________________
 MT0646* NAD 83(1986)-  41 34 39.     (N)    115 30 02.     (W)     SCALED    
 MT0646* NAVD 88     -      1865.858  (meters)    6121.57   (feet)  ADJUSTED  
 MT0646  ___________________________________________________________________
 MT0646  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 MT0646  DYNAMIC HT  -        1864.322 (meters)    6116.53  (feet)  COMP
 MT0646  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 MT0646
 MT0646  VERT ORDER  -  SECOND    CLASS 0
 MT0646
 MT0646.The horizontal coordinates were scaled from a topographic map and have
 MT0646.an estimated accuracy of +/- 6 seconds.
 MT0646
 MT0646.The orthometric height was determined by differential leveling
 MT0646.and adjusted by the National Geodetic Survey in June 1991..
 MT0646
 MT0646.The geoid height was determined by GEOID03.
 MT0646
 MT0646.The dynamic height is computed by dividing the NAVD 88
 MT0646.geopotential number by the normal gravity value computed on the
 MT0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0646.degrees latitude (g = 980.6199 gals.).
 MT0646
 MT0646.The modeled gravity was interpolated from observed gravity values.
 MT0646
 MT0646;                    North         East    Units  Estimated Accuracy
 MT0646;SPC NV E     - 8,757,780.      206,900.      MT  (+/- 180 meters Scaled)
 MT0646
 MT0646                          SUPERSEDED SURVEY CONTROL
 MT0646
 MT0646  NGVD 29 (??/??/92) 1864.601  (m)         6117.45   (f) ADJ UNCH    2 0
 MT0646
 MT0646.Superseded values are not recommended for survey control.
 MT0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0646.See file dsdata.txt to determine how the superseded data were derived.
 MT0646
 MT0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG250039(NAD 83)
 MT0646_MARKER: DD = SURVEY DISK
 MT0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0646_STAMPING: B-21 1933
 MT0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0646+STABILITY: SURFACE MOTION
 MT0646
 MT0646  HISTORY     - Date     Condition        Report By
 MT0646  HISTORY     - 1933     MONUMENTED       USGS
 MT0646  HISTORY     - 1934     GOOD             NGS
 MT0646
 MT0646                          STATION DESCRIPTION
 MT0646
 MT0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0646'2.8 MI S FROM CHARLESTON.
 MT0646'2.8 MILES SOUTH OF PUMTY RANCH HOUSE AT CHARLESTON AT JUNCTION OF MAIN
 MT0646'ROAD AND SIDE ROAD TO BEAVER CREEK.  40 FEET NORTH OF FENCE LINE. 37
 MT0646'FEET SOUTHWEST OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0417 ***********************************************************************
 LS0417  DESIGNATION -  B 21
 LS0417  PID         -  LS0417
 LS0417  STATE/COUNTY-  NV/WASHOE
 LS0417  USGS QUAD   -  THE NEEDLE ROCKS (1964)
 LS0417
 LS0417                         *CURRENT SURVEY CONTROL
 LS0417  ___________________________________________________________________
 LS0417* NAD 83(1986)-  40 08 25.     (N)    119 43 54.     (W)     SCALED    
 LS0417* NAVD 88     -      1198.641  (meters)    3932.54   (feet)  ADJUSTED  
 LS0417  ___________________________________________________________________
 LS0417  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 LS0417  DYNAMIC HT  -        1197.690 (meters)    3929.42  (feet)  COMP
 LS0417  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 LS0417
 LS0417  VERT ORDER  -  FIRST     CLASS II
 LS0417
 LS0417.The horizontal coordinates were scaled from a topographic map and have
 LS0417.an estimated accuracy of +/- 6 seconds.
 LS0417
 LS0417.The orthometric height was determined by differential leveling
 LS0417.and adjusted by the National Geodetic Survey in June 1991..
 LS0417
 LS0417.The geoid height was determined by GEOID03.
 LS0417
 LS0417.The dynamic height is computed by dividing the NAVD 88
 LS0417.geopotential number by the normal gravity value computed on the
 LS0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0417.degrees latitude (g = 980.6199 gals.).
 LS0417
 LS0417.The modeled gravity was interpolated from observed gravity values.
 LS0417
 LS0417;                    North         East    Units  Estimated Accuracy
 LS0417;SPC NV W     - 4,598,820.      702,150.      MT  (+/- 180 meters Scaled)
 LS0417
 LS0417                          SUPERSEDED SURVEY CONTROL
 LS0417
 LS0417  NGVD 29 (??/??/92) 1197.650  (m)         3929.29   (f) ADJ UNCH    1 2
 LS0417
 LS0417.Superseded values are not recommended for survey control.
 LS0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0417.See file dsdata.txt to determine how the superseded data were derived.
 LS0417
 LS0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE672469(NAD 83)
 LS0417_MARKER: DB = BENCH MARK DISK
 LS0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0417_SP_SET: CULVERT
 LS0417_STAMPING: 3929.080 B 21 1931
 LS0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0417
 LS0417  HISTORY     - Date     Condition        Report By
 LS0417  HISTORY     - 1931     MONUMENTED       CGS
 LS0417  HISTORY     - 1934     GOOD             NGS
 LS0417
 LS0417                          STATION DESCRIPTION
 LS0417
 LS0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 LS0417'11.1 MI SE FROM FLANIGAN.
 LS0417'11.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 LS0417'STATION AT FLANIGAN, WASHOE COUNTY, 300 FEET NORTH OF MILEPOST 325,
 LS0417'AND IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE CULVERT.  A
 LS0417'STANDARD DISK, STAMPED 3929.080 B 21 1931.
 LS0417
 LS0417                          STATION RECOVERY (1934)
 LS0417
 LS0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LS0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0030 ***********************************************************************
 JR0030  DESIGNATION -  B 210
 JR0030  PID         -  JR0030
 JR0030  STATE/COUNTY-  NV/MINERAL
 JR0030  USGS QUAD   -  NINEMILE RANCH (1989)
 JR0030
 JR0030                         *CURRENT SURVEY CONTROL
 JR0030  ___________________________________________________________________
 JR0030* NAD 83(1986)-  38 22 55.     (N)    118 54 00.     (W)     SCALED    
 JR0030* NAVD 88     -      1866.73   (+/-2cm)    6124.4    (feet)  VERTCON   
 JR0030  ___________________________________________________________________
 JR0030  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 JR0030
 JR0030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0030
 JR0030.The horizontal coordinates were scaled from a topographic map and have
 JR0030.an estimated accuracy of +/- 6 seconds.
 JR0030
 JR0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0030.The vertical order pertains to the NGVD 29 superseded value.
 JR0030
 JR0030.The geoid height was determined by GEOID03.
 JR0030
 JR0030;                    North         East    Units  Estimated Accuracy
 JR0030;SPC NV W     - 4,403,040.      772,330.      MT  (+/- 180 meters Scaled)
 JR0030
 JR0030                          SUPERSEDED SURVEY CONTROL
 JR0030
 JR0030  NGVD 29 (??/??/92) 1865.431  (m)         6120.17   (f) ADJ UNCH    2 0
 JR0030
 JR0030.Superseded values are not recommended for survey control.
 JR0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0030.See file dsdata.txt to determine how the superseded data were derived.
 JR0030
 JR0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC340499(NAD 83)
 JR0030_MARKER: DB = BENCH MARK DISK
 JR0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0030_STAMPING: B 210 1935
 JR0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0030+STABILITY: SURFACE MOTION
 JR0030
 JR0030  HISTORY     - Date     Condition        Report By
 JR0030  HISTORY     - 1935     MONUMENTED       CGS
 JR0030  HISTORY     - 1940     GOOD             NGS
 JR0030
 JR0030                          STATION DESCRIPTION
 JR0030
 JR0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0030'2.2 MI N FROM FLECTHER.
 JR0030'0.1 MILE SOUTH ALONG A ROAD FROM THE OLD STORE AT FLETCHER,
 JR0030'MINERAL COUNTY, THENCE 0.5 MILE WEST ALONG THE SWEETWATER ROAD,
 JR0030'AND THENCE 1.6 MILES NORTHWEST ALONG THE EAST WALKER RIVER ROAD,
 JR0030'ON THE EAST SLOPE OF THE WALKER RANGE, SOUTHEAST OF COREY PEAK,
 JR0030'2.5 MILES NORTHEAST OF A SMALL GROUP OF TREES IN THE VALLEY, AND
 JR0030'34 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 JR0030'STAMPED B 210 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0398 ***********************************************************************
 JR0398  DESIGNATION -  B 211 RESET
 JR0398  PID         -  JR0398
 JR0398  STATE/COUNTY-  NV/LYON
 JR0398  USGS QUAD   -  OREANA PEAK (1986)
 JR0398
 JR0398                         *CURRENT SURVEY CONTROL
 JR0398  ___________________________________________________________________
 JR0398* NAD 83(1986)-  38 47 39.     (N)    119 23 04.     (W)     SCALED    
 JR0398* NAVD 88     -      1459.32   (+/-2cm)    4787.8    (feet)  VERTCON   
 JR0398  ___________________________________________________________________
 JR0398  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 JR0398
 JR0398  VERT ORDER  -  THIRD (See Below)
 JR0398
 JR0398.The horizontal coordinates were scaled from a topographic map and have
 JR0398.an estimated accuracy of +/- 6 seconds.
 JR0398
 JR0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0398.The vertical order pertains to the NGVD 29 superseded value.
 JR0398
 JR0398.The geoid height was determined by GEOID03.
 JR0398
 JR0398;                    North         East    Units  Estimated Accuracy
 JR0398;SPC NV W     - 4,449,060.      730,410.      MT  (+/- 180 meters Scaled)
 JR0398
 JR0398                          SUPERSEDED SURVEY CONTROL
 JR0398
 JR0398  NGVD 29 (07/31/00) 1458.17   (m)         4784.0    (f) RESET       3  
 JR0398
 JR0398.Superseded values are not recommended for survey control.
 JR0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0398.See file dsdata.txt to determine how the superseded data were derived.
 JR0398
 JR0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC929966(NAD 83)
 JR0398_MARKER: DB = BENCH MARK DISK
 JR0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0398_STAMPING: B 211 RESET 1956
 JR0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0398+STABILITY: SURFACE MOTION
 JR0398
 JR0398  HISTORY     - Date     Condition        Report By
 JR0398  HISTORY     - 1956     MONUMENTED       NVDH
 JR0398
 JR0398                          STATION DESCRIPTION
 JR0398
 JR0398'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1956
 JR0398'3.1 MI N FROM WELLINGTON.
 JR0398'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 JR0398'AT WELLINGTON, THENCE 2.1 MILES NORTH ALONG AN OILED ROAD LEADING
 JR0398'TO ARTESIA, 105 FEET NORTH OF POLE 16842, 26 FEET EAST OF THE
 JR0398'CENTERLINE OF THE OILED ROAD, 24 FEET WEST OF A RIGHT-OF-WAY
 JR0398'FENCE CORNER, AND 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0023 ***********************************************************************
 JR0023  DESIGNATION -  B 212
 JR0023  PID         -  JR0023
 JR0023  STATE/COUNTY-  NV/LYON
 JR0023  USGS QUAD   -  NINEMILE RANCH (1989)
 JR0023
 JR0023                         *CURRENT SURVEY CONTROL
 JR0023  ___________________________________________________________________
 JR0023* NAD 83(1986)-  38 28 38.     (N)    118 54 47.     (W)     SCALED    
 JR0023* NAVD 88     -      1961.75   (+/-2cm)    6436.2    (feet)  VERTCON   
 JR0023  ___________________________________________________________________
 JR0023  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 JR0023
 JR0023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0023
 JR0023.The horizontal coordinates were scaled from a topographic map and have
 JR0023.an estimated accuracy of +/- 6 seconds.
 JR0023
 JR0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0023.The vertical order pertains to the NGVD 29 superseded value.
 JR0023
 JR0023.The geoid height was determined by GEOID03.
 JR0023
 JR0023;                    North         East    Units  Estimated Accuracy
 JR0023;SPC NV W     - 4,413,620.      771,230.      MT  (+/- 180 meters Scaled)
 JR0023
 JR0023                          SUPERSEDED SURVEY CONTROL
 JR0023
 JR0023  NGVD 29 (??/??/92) 1960.463  (m)         6431.95   (f) ADJ UNCH    2 0
 JR0023
 JR0023.Superseded values are not recommended for survey control.
 JR0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0023.See file dsdata.txt to determine how the superseded data were derived.
 JR0023
 JR0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC331605(NAD 83)
 JR0023_MARKER: DB = BENCH MARK DISK
 JR0023_SETTING: 66 = SET IN ROCK OUTCROP
 JR0023_SP_SET: OUTCROP
 JR0023_STAMPING: B 212 1935
 JR0023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0023+STABILITY: POSITION/ELEVATION WELL
 JR0023
 JR0023  HISTORY     - Date     Condition        Report By
 JR0023  HISTORY     - 1935     MONUMENTED       CGS
 JR0023  HISTORY     - 1940     GOOD             NGS
 JR0023
 JR0023                          STATION DESCRIPTION
 JR0023
 JR0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0023'9.1 MI N FROM FLECTHER.
 JR0023'IN LYON COUNTY, 0.1 MILE SOUTH ALONG A ROAD FROM THE OLD STORE
 JR0023'AT FLETCHER, MINERAL COUNTY, THENCE 0.5 MILE WEST ALONG THE
 JR0023'SWEETWATER ROAD, AND THENCE 8.5 MILES NORTH ALONG THE EAST
 JR0023'WALKER RIVER ROAD, ON THE NORTHEAST SIDE OF THE PASS BETWEEN THE
 JR0023'WALKER AND SWEETWATER RANGES, ON THE NORTHWEST SLOPE OF THE
 JR0023'WALKER RANGE, ABOUT 300 FEET NORTH OF A GROUP OF PINE TREES, 78
 JR0023'FEET WEST OF THE CENTERLINE OF THE ROAD, 63 FEET EAST OF A DRY
 JR0023'ROCKY WASH, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK,
 JR0023'STAMPED B 212 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0127 ***********************************************************************
 JR0127  DESIGNATION -  B 213
 JR0127  PID         -  JR0127
 JR0127  STATE/COUNTY-  NV/LYON
 JR0127  USGS QUAD   -  BUTLER MOUNTAIN (1988)
 JR0127
 JR0127                         *CURRENT SURVEY CONTROL
 JR0127  ___________________________________________________________________
 JR0127* NAD 83(1986)-  38 44 43.     (N)    118 56 47.     (W)     SCALED    
 JR0127* NAVD 88     -      1564.70   (+/-2cm)    5133.5    (feet)  VERTCON   
 JR0127  ___________________________________________________________________
 JR0127  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 JR0127
 JR0127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0127
 JR0127.The horizontal coordinates were scaled from a topographic map and have
 JR0127.an estimated accuracy of +/- 6 seconds.
 JR0127
 JR0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0127.The vertical order pertains to the NGVD 29 superseded value.
 JR0127
 JR0127.The geoid height was determined by GEOID03.
 JR0127
 JR0127;                    North         East    Units  Estimated Accuracy
 JR0127;SPC NV W     - 4,443,390.      768,440.      MT  (+/- 180 meters Scaled)
 JR0127
 JR0127                          SUPERSEDED SURVEY CONTROL
 JR0127
 JR0127  NGVD 29 (??/??/92) 1563.563  (m)         5129.79   (f) ADJ UNCH    2 0
 JR0127
 JR0127.Superseded values are not recommended for survey control.
 JR0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0127.See file dsdata.txt to determine how the superseded data were derived.
 JR0127
 JR0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC308903(NAD 83)
 JR0127_MARKER: DB = BENCH MARK DISK
 JR0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0127_STAMPING: B 213 1935
 JR0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0127+STABILITY: SURFACE MOTION
 JR0127
 JR0127  HISTORY     - Date     Condition        Report By
 JR0127  HISTORY     - 1935     MONUMENTED       CGS
 JR0127  HISTORY     - 1940     GOOD             NGS
 JR0127
 JR0127                          STATION DESCRIPTION
 JR0127
 JR0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0127'26.6 MI SE FROM YERINGTON.
 JR0127'TO REACH FROM YERINGTON COURTHOUSE GO 10.2 MILES SOUTH ALONG
 JR0127'NEVADA STATE HIWAY 3 TO SIGN (MASON VALLEY CCC CAMP).  THENCE GO
 JR0127'3.8 MILES EAST ALONG GRADED ROAD TO JUNCTION 0.1 MILE EAST
 JR0127'OF BRIDGE OVER THE EAST WALKER RIVER.  THENCE 10.5 MILES
 JR0127'SOUTHEAST ALONG GRADED ROAD TO SIGN SHOWING ROAD TO SUNNY SLOPE
 JR0127'MINE.  THENCE 2.1 MILES EAST ALONG ROAD.  AT TOP OF FIRST
 JR0127'SLOPE ON THE EAST SIDE OF EAST WALKER RIVER, ON KNOLL WITH SANDY
 JR0127'WASH TO THE WEST AND SMALL VALLEY TO THE NORTH AND SOUTH.  ABOUT
 JR0127'2.4 MILES EAST OF THE EAST WALKER RIVER, AND 2.9 MILES WEST OF
 JR0127'SUNNY SLOPE MINE.  16 FEET NORTH OF CENTERLINE OF ROAD.  STANDARD
 JR0127'TABLET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0183 ***********************************************************************
 JR0183  DESIGNATION -  B 214
 JR0183  PID         -  JR0183
 JR0183  STATE/COUNTY-  NV/MINERAL
 JR0183  USGS QUAD   -  REESE RIVER CANYON (1988)
 JR0183
 JR0183                         *CURRENT SURVEY CONTROL
 JR0183  ___________________________________________________________________
 JR0183* NAD 83(1986)-  38 52 06.     (N)    118 47 35.     (W)     SCALED    
 JR0183* NAVD 88     -      1241.55   (+/-2cm)    4073.3    (feet)  VERTCON   
 JR0183  ___________________________________________________________________
 JR0183  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 JR0183
 JR0183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0183
 JR0183.The horizontal coordinates were scaled from a topographic map and have
 JR0183.an estimated accuracy of +/- 6 seconds.
 JR0183
 JR0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0183.The vertical order pertains to the NGVD 29 superseded value.
 JR0183
 JR0183.The geoid height was determined by GEOID03.
 JR0183
 JR0183;                    North         East    Units  Estimated Accuracy
 JR0183;SPC NV W     - 4,457,000.      781,800.      MT  (+/- 180 meters Scaled)
 JR0183
 JR0183                          SUPERSEDED SURVEY CONTROL
 JR0183
 JR0183  NGVD 29 (??/??/92) 1240.458  (m)         4069.74   (f) ADJ UNCH    2 0
 JR0183
 JR0183.Superseded values are not recommended for survey control.
 JR0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0183.See file dsdata.txt to determine how the superseded data were derived.
 JR0183
 JR0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD444036(NAD 83)
 JR0183_MARKER: DB = BENCH MARK DISK
 JR0183_SETTING: 80 = SET IN A BOULDER
 JR0183_SP_SET: BOULDER
 JR0183_STAMPING: B-214 1935
 JR0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0183+STABILITY: SURFACE MOTION
 JR0183
 JR0183  HISTORY     - Date     Condition        Report By
 JR0183  HISTORY     - 1935     MONUMENTED       CGS
 JR0183  HISTORY     - 1961     GOOD
 JR0183
 JR0183                          STATION DESCRIPTION
 JR0183
 JR0183'DESCRIBED 1961
 JR0183'5.7 MI S FROM SCHURZ.
 JR0183'ABOUT 5.7 MILES SOUTH ALONG U.S. HIGHWAY 95 AND STATE HIGHWAY
 JR0183'3 FROM THE POST OFFICE AT SCHURZ, MINERAL COUNTY, ON THE EAST
 JR0183'SLOPE OF WALKER RANGE, AT THE FOOT OF A ROCKY SLOPE RUNNING INTO
 JR0183'THE WALKER LAKE BASIN IN THE TOP OF A SMALL BOULDER, 56 FEET EAST
 JR0183'OF THE OLD HIGHWAY ALIGNMENT, AND ABOUT 780 FEET WEST OF THE
 JR0183'CENTERLINE OF THE HIGHWAY AT STA. C 357+35 PLUS OR MINUS.  A
 JR0183'STANDARD DISK, STAMPED B 214 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0122 ***********************************************************************
 JR0122  DESIGNATION -  B 217
 JR0122  PID         -  JR0122
 JR0122  STATE/COUNTY-  NV/LYON
 JR0122  USGS QUAD   -  BUTLER MOUNTAIN (1988)
 JR0122
 JR0122                         *CURRENT SURVEY CONTROL
 JR0122  ___________________________________________________________________
 JR0122* NAD 83(1986)-  38 43 14.     (N)    118 58 24.     (W)     SCALED    
 JR0122* NAVD 88     -      1445.11   (+/-2cm)    4741.2    (feet)  VERTCON   
 JR0122  ___________________________________________________________________
 JR0122  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 JR0122
 JR0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0122
 JR0122.The horizontal coordinates were scaled from a topographic map and have
 JR0122.an estimated accuracy of +/- 6 seconds.
 JR0122
 JR0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0122.The vertical order pertains to the NGVD 29 superseded value.
 JR0122
 JR0122.The geoid height was determined by GEOID03.
 JR0122
 JR0122;                    North         East    Units  Estimated Accuracy
 JR0122;SPC NV W     - 4,440,650.      766,090.      MT  (+/- 180 meters Scaled)
 JR0122
 JR0122                          SUPERSEDED SURVEY CONTROL
 JR0122
 JR0122  NGVD 29 (??/??/92) 1443.982  (m)         4737.46   (f) ADJ UNCH    2 0
 JR0122
 JR0122.Superseded values are not recommended for survey control.
 JR0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0122.See file dsdata.txt to determine how the superseded data were derived.
 JR0122
 JR0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC284876(NAD 83)
 JR0122_MARKER: DB = BENCH MARK DISK
 JR0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0122_STAMPING: B 217 1935
 JR0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0122+STABILITY: SURFACE MOTION
 JR0122
 JR0122  HISTORY     - Date     Condition        Report By
 JR0122  HISTORY     - 1935     MONUMENTED       CGS
 JR0122  HISTORY     - 1940     GOOD             NGS
 JR0122
 JR0122                          STATION DESCRIPTION
 JR0122
 JR0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0122'26.8 MI SE FROM YERLINGTON.
 JR0122'TO REACH FROM YERINGTON POST OFFICE GO SOUTH 11.0 MILES ALONG
 JR0122'NEVADA STATE HIGHWAY 3 TO A SIGN (MASON VALLEY CCC CAMP).
 JR0122'THENCE GO 3.8 MILES EAST ALONG GRADED ROAD TO JUNCTION 0.1 MILES
 JR0122'EAST OF BRIDGE OVER THE EAST WALKER RIVER.  THENCE 10.5 MILES
 JR0122'SOUTHEAST TO ROAD INTERSECTION, THENCE 1.5 MILES SOUTHEAST TO
 JR0122'ROSSAHA RANCH.  0.1 MILE SOUTHEAST OF RANCH HOUSE, 0.2 MILE
 JR0122'SOUTH OF CAMBRIDGE SCHOOL DISTRICT 4, SCHOOL BLDG., 23 FEET
 JR0122'NORTH OF THE CENTERLINE OF THE ROAD, 16 FEET WEST OF IRRIGATION
 JR0122'DITCH, AND 3 FEET WEST OF FENCE RUNNING NORTH AND SOUTH.
 JR0122'STANDARD TABLET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0357 ***********************************************************************
 KR0357  DESIGNATION -  B 218
 KR0357  PID         -  KR0357
 KR0357  STATE/COUNTY-  NV/MINERAL
 KR0357  USGS QUAD   -  TERRILL MOUNTAINS (1987)
 KR0357
 KR0357                         *CURRENT SURVEY CONTROL
 KR0357  ___________________________________________________________________
 KR0357* NAD 83(1986)-  39 00 29.     (N)    118 40 47.     (W)     SCALED    
 KR0357* NAVD 88     -      1295.53   (+/-2cm)    4250.4    (feet)  VERTCON   
 KR0357  ___________________________________________________________________
 KR0357  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 KR0357
 KR0357  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0357
 KR0357.The horizontal coordinates were scaled from a topographic map and have
 KR0357.an estimated accuracy of +/- 6 seconds.
 KR0357
 KR0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0357.The vertical order pertains to the NGVD 29 superseded value.
 KR0357
 KR0357.The geoid height was determined by GEOID03.
 KR0357
 KR0357;                    North         East    Units  Estimated Accuracy
 KR0357;SPC NV W     - 4,472,500.      791,650.      MT  (+/- 180 meters Scaled)
 KR0357
 KR0357                          SUPERSEDED SURVEY CONTROL
 KR0357
 KR0357  NGVD 29 (??/??/92) 1294.49   (m)         4247.0    (f) COMPUTED    1 2
 KR0357
 KR0357.Superseded values are not recommended for survey control.
 KR0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0357.See file dsdata.txt to determine how the superseded data were derived.
 KR0357
 KR0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD545190(NAD 83)
 KR0357_MARKER: DB = BENCH MARK DISK
 KR0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0357_STAMPING: B 218 1935
 KR0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0357+STABILITY: SURFACE MOTION
 KR0357
 KR0357  HISTORY     - Date     Condition        Report By
 KR0357  HISTORY     - 1935     MONUMENTED       CGS
 KR0357  HISTORY     - 1955     GOOD             NGS
 KR0357
 KR0357                          STATION DESCRIPTION
 KR0357
 KR0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0357'8.7 MI NE FROM SCHURZ.
 KR0357'1.1 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE CROSSING OF THE
 KR0357'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, THENCE 7.6 MILES
 KR0357'NORTHEAST ALONG A COUNTY GRADED ROAD, 0.2 MILE NORTHEAST OF THE
 KR0357'CROSSING OF A SMALL DRY WASH, ABOUT 0.1 MILE SOUTHWEST OF THE CROSSING
 KR0357'OF A SMALL DRY WASH, 26 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KR0357'ROAD, 0.9 FOOT NORTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN
 KR0357'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 KR0357'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0647 ***********************************************************************
 MT0647  DESIGNATION -  B 22
 MT0647  PID         -  MT0647
 MT0647  STATE/COUNTY-  NV/ELKO
 MT0647  USGS QUAD   -  MOUNT ICHABOD (1986)
 MT0647
 MT0647                         *CURRENT SURVEY CONTROL
 MT0647  ___________________________________________________________________
 MT0647* NAD 83(1986)-  41 35 54.     (N)    115 30 24.     (W)     SCALED    
 MT0647* NAVD 88     -      1842.908  (meters)    6046.27   (feet)  ADJUSTED  
 MT0647  ___________________________________________________________________
 MT0647  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 MT0647  DYNAMIC HT  -        1841.397 (meters)    6041.32  (feet)  COMP
 MT0647  MODELED GRAV-     979,737.7   (mgal)                       NAVD 88
 MT0647
 MT0647  VERT ORDER  -  SECOND    CLASS 0
 MT0647
 MT0647.The horizontal coordinates were scaled from a topographic map and have
 MT0647.an estimated accuracy of +/- 6 seconds.
 MT0647
 MT0647.The orthometric height was determined by differential leveling
 MT0647.and adjusted by the National Geodetic Survey in June 1991..
 MT0647
 MT0647.The geoid height was determined by GEOID03.
 MT0647
 MT0647.The dynamic height is computed by dividing the NAVD 88
 MT0647.geopotential number by the normal gravity value computed on the
 MT0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0647.degrees latitude (g = 980.6199 gals.).
 MT0647
 MT0647.The modeled gravity was interpolated from observed gravity values.
 MT0647
 MT0647;                    North         East    Units  Estimated Accuracy
 MT0647;SPC NV E     - 8,760,090.      206,390.      MT  (+/- 180 meters Scaled)
 MT0647
 MT0647                          SUPERSEDED SURVEY CONTROL
 MT0647
 MT0647  NGVD 29 (??/??/92) 1841.654  (m)         6042.16   (f) ADJ UNCH    2 0
 MT0647
 MT0647.Superseded values are not recommended for survey control.
 MT0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0647.See file dsdata.txt to determine how the superseded data were derived.
 MT0647
 MT0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG244062(NAD 83)
 MT0647_MARKER: DD = SURVEY DISK
 MT0647_SETTING: 80 = SET IN A BOULDER
 MT0647_STAMPING: B-22 1933
 MT0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0647+STABILITY: SURFACE MOTION
 MT0647
 MT0647  HISTORY     - Date     Condition        Report By
 MT0647  HISTORY     - 1933     MONUMENTED       USGS
 MT0647  HISTORY     - 1934     GOOD             NGS
 MT0647
 MT0647                          STATION DESCRIPTION
 MT0647
 MT0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0647'1.2 MI S FROM CHARLESTON.
 MT0647'1.2 MILES SOUTH OF PUMTY RANCH HOUSE AT CHARLESTON IN TOP OF LARGE
 MT0647'PROMINENT SAND STONE BOULDER.  AT SMALL WATER SPRING.  13 FEET EAST OF
 MT0647'THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0445 ***********************************************************************
 LS0445  DESIGNATION -  B 22
 LS0445  PID         -  LS0445
 LS0445  STATE/COUNTY-  NV/WASHOE
 LS0445  USGS QUAD   -  FLANIGAN (1981)
 LS0445
 LS0445                         *CURRENT SURVEY CONTROL
 LS0445  ___________________________________________________________________
 LS0445* NAD 83(1986)-  40 09 34.     (N)    119 57 37.     (W)     SCALED    
 LS0445* NAVD 88     -      1217.152  (meters)    3993.27   (feet)  ADJUSTED  
 LS0445  ___________________________________________________________________
 LS0445  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 LS0445  DYNAMIC HT  -        1216.180 (meters)    3990.08  (feet)  COMP
 LS0445  MODELED GRAV-     979,784.7   (mgal)                       NAVD 88
 LS0445
 LS0445  VERT ORDER  -  SECOND    CLASS 0
 LS0445
 LS0445.The horizontal coordinates were scaled from a topographic map and have
 LS0445.an estimated accuracy of +/- 6 seconds.
 LS0445
 LS0445.The orthometric height was determined by differential leveling
 LS0445.and adjusted by the National Geodetic Survey in June 1991..
 LS0445
 LS0445.The geoid height was determined by GEOID03.
 LS0445
 LS0445.The dynamic height is computed by dividing the NAVD 88
 LS0445.geopotential number by the normal gravity value computed on the
 LS0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0445.degrees latitude (g = 980.6199 gals.).
 LS0445
 LS0445.The modeled gravity was interpolated from observed gravity values.
 LS0445
 LS0445;                    North         East    Units  Estimated Accuracy
 LS0445;SPC NV W     - 4,601,220.      682,700.      MT  (+/- 180 meters Scaled)
 LS0445
 LS0445                          SUPERSEDED SURVEY CONTROL
 LS0445
 LS0445  NGVD 29 (??/??/92) 1216.146  (m)         3989.97   (f) ADJ UNCH    2 0
 LS0445
 LS0445.Superseded values are not recommended for survey control.
 LS0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0445.See file dsdata.txt to determine how the superseded data were derived.
 LS0445
 LS0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE478496(NAD 83)
 LS0445_MARKER: DB = BENCH MARK DISK
 LS0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0445+STABILITY: SURFACE MOTION
 LS0445
 LS0445  HISTORY     - Date     Condition        Report By
 LS0445  HISTORY     - UNK      MONUMENTED       CGS
 LS0445  HISTORY     - 1932     GOOD             NGS
 LS0445  HISTORY     - 1964     POOR             USGS
 LS0445
 LS0445                          STATION DESCRIPTION
 LS0445
 LS0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 LS0445'3.9 MI SW FROM FLANIGAN.
 LS0445'3.9 MILES S.W. OF FLANIGAN 60 FT. SOUTH OF WESTERN PACIFIC R.R. TRACK.
 LS0445'4 POLES EAST OF MILE POST 380.
 LS0445
 LS0445                          STATION RECOVERY (1964)
 LS0445
 LS0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LS0445'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0328 ***********************************************************************
 GS0328  DESIGNATION -  B 23
 GS0328  PID         -  GS0328
 GS0328  STATE/COUNTY-  NV/NYE
 GS0328  USGS QUAD   -  CARRARA CANYON (1987)
 GS0328
 GS0328                         *CURRENT SURVEY CONTROL
 GS0328  ___________________________________________________________________
 GS0328* NAD 83(1986)-  36 47 31.     (N)    116 43 27.     (W)     SCALED    
 GS0328* NAVD 88     -       877.757  (meters)    2879.77   (feet)  ADJUSTED  
 GS0328  ___________________________________________________________________
 GS0328  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 GS0328  DYNAMIC HT  -         876.873 (meters)    2876.87  (feet)  COMP
 GS0328  MODELED GRAV-     979,596.0   (mgal)                       NAVD 88
 GS0328
 GS0328  VERT ORDER  -  FIRST     CLASS II
 GS0328
 GS0328.The horizontal coordinates were scaled from a topographic map and have
 GS0328.an estimated accuracy of +/- 6 seconds.
 GS0328
 GS0328.The orthometric height was determined by differential leveling
 GS0328.and adjusted by the National Geodetic Survey in June 1991..
 GS0328
 GS0328.The geoid height was determined by GEOID03.
 GS0328
 GS0328.The dynamic height is computed by dividing the NAVD 88
 GS0328.geopotential number by the normal gravity value computed on the
 GS0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0328.degrees latitude (g = 980.6199 gals.).
 GS0328
 GS0328.The modeled gravity was interpolated from observed gravity values.
 GS0328
 GS0328;                    North         East    Units  Estimated Accuracy
 GS0328;SPC NV C     - 6,226,540.      494,870.      MT  (+/- 180 meters Scaled)
 GS0328
 GS0328                          SUPERSEDED SURVEY CONTROL
 GS0328
 GS0328  NGVD 29 (??/??/??)  876.916  (m)         2877.02   (f) ADJUSTED    1 2
 GS0328
 GS0328.Superseded values are not recommended for survey control.
 GS0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0328.See file dsdata.txt to determine how the superseded data were derived.
 GS0328
 GS0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA246718(NAD 83)
 GS0328_MARKER: DB = BENCH MARK DISK
 GS0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0328_STAMPING: 2877.009 B 23 1933
 GS0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0328+STABILITY: SURFACE MOTION
 GS0328
 GS0328  HISTORY     - Date     Condition        Report By
 GS0328  HISTORY     - 1933     MONUMENTED       CGS
 GS0328  HISTORY     - 1943     GOOD             NGS
 GS0328  HISTORY     - 1983     GOOD             USGS
 GS0328
 GS0328                          STATION DESCRIPTION
 GS0328
 GS0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GS0328'8.6 MI SE FROM BEATTY.
 GS0328'8.6 MILES SOUTHEAST ALONG THE ABANDONED TONOPAH AND TIDEWATER
 GS0328'RAILROAD FROM BEATTY, NYE COUNTY, AT CARRARA, 96 FEET NORTHEAST
 GS0328'OF THE OLD RAILROAD WAREHOUSE, 57 FEET EAST OF THE CENTERLINE
 GS0328'OF THE OLD ROADBED, AND NEAR A POLE.  A STANDARD DISK, STAMPED
 GS0328'2877.009 B 23 1933 AND SET IN THE TOP OF A CONCRETE POST
 GS0328'PROJECTING 1 FOOT ABOVE GROUND.
 GS0328
 GS0328                          STATION RECOVERY (1983)
 GS0328
 GS0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 GS0328'8.6 MILES SOUTHEAST ALONG THE ABANDONED TONOPAH AND TIDEWATER
 GS0328'RAILROAD FROM BEATTY 97 FT. SOUTHEAST OF CENTERLINE OF OLD RAILROAD
 GS0328'GRADE AT RD. 58 FT. EAST OF THE CENTERLINE OF THE OLD RAILROAD GRADE.
 GS0328'A STANDARD DISK STAMPED '2877.009 B 23 1933'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0320 ***********************************************************************
 JQ0320  DESIGNATION -  B 24
 JQ0320  PID         -  JQ0320
 JQ0320  STATE/COUNTY-  NV/MINERAL
 JQ0320  USGS QUAD   -  DICALITE SUMMIT (1980)
 JQ0320
 JQ0320                         *CURRENT SURVEY CONTROL
 JQ0320  ___________________________________________________________________
 JQ0320* NAD 83(1986)-  38 24 37.     (N)    117 50 25.     (W)     SCALED    
 JQ0320* NAVD 88     -      1764.355  (meters)    5788.55   (feet)  ADJUSTED  
 JQ0320  ___________________________________________________________________
 JQ0320  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 JQ0320  DYNAMIC HT  -        1762.441 (meters)    5782.28  (feet)  COMP
 JQ0320  MODELED GRAV-     979,481.5   (mgal)                       NAVD 88
 JQ0320
 JQ0320  VERT ORDER  -  FIRST     CLASS II
 JQ0320
 JQ0320.The horizontal coordinates were scaled from a topographic map and have
 JQ0320.an estimated accuracy of +/- 6 seconds.
 JQ0320
 JQ0320.The orthometric height was determined by differential leveling
 JQ0320.and adjusted by the National Geodetic Survey in June 1991..
 JQ0320
 JQ0320.The geoid height was determined by GEOID03.
 JQ0320
 JQ0320.The dynamic height is computed by dividing the NAVD 88
 JQ0320.geopotential number by the normal gravity value computed on the
 JQ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0320.degrees latitude (g = 980.6199 gals.).
 JQ0320
 JQ0320.The modeled gravity was interpolated from observed gravity values.
 JQ0320
 JQ0320;                    North         East    Units  Estimated Accuracy
 JQ0320;SPC NV W     - 4,406,400.      864,890.      MT  (+/- 180 meters Scaled)
 JQ0320
 JQ0320                          SUPERSEDED SURVEY CONTROL
 JQ0320
 JQ0320  NGVD 29 (??/??/92) 1763.148  (m)         5784.59   (f) ADJ UNCH    1 2
 JQ0320
 JQ0320.Superseded values are not recommended for survey control.
 JQ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0320.See file dsdata.txt to determine how the superseded data were derived.
 JQ0320
 JQ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC266516(NAD 83)
 JQ0320_MARKER: DB = BENCH MARK DISK
 JQ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0320_STAMPING: 5784.562 B 24 1933
 JQ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0320+STABILITY: SURFACE MOTION
 JQ0320
 JQ0320  HISTORY     - Date     Condition        Report By
 JQ0320  HISTORY     - 1933     MONUMENTED       CGS
 JQ0320  HISTORY     - 1934     GOOD             NGS
 JQ0320  HISTORY     - 1975     GOOD             USGS
 JQ0320
 JQ0320                          STATION DESCRIPTION
 JQ0320
 JQ0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0320'13.8 MI NE FROM MINA.
 JQ0320'13.8 MILES NORTHEAST ALONG THE ROAD TO CLOVERDALE RANCH FROM MINA,
 JQ0320'MINERAL COUNTY, THENCE SOUTHEAST ALONG THE ROAD TO TONOPAH TO THE
 JQ0320'INTERSECTION OF THE ROAD LEADING TO TUNGSTEN MINE, THENCE 2-1/2 MILES
 JQ0320'SOUTH.  450 YARDS EAST OF BENCH MARK C 24 DESCRIBED ABOVE, ABOUT 950
 JQ0320'FEET EAST OF THE ROAD TO TUNGSTEN MINE, AT THE EAST END OF A RIDGE,
 JQ0320'200 FEET WEST OF THE SUMMIT, AND AT THE TOP OF THE CREST.  A STANDARD
 JQ0320'DISK, STAMPED 5784.562 B 24 1933 AND SET IN THE TOP OF A CONCRETE POST
 JQ0320'PROJECTING 1 FOOT ABOVE GROUND.
 JQ0320
 JQ0320                          STATION RECOVERY (1975)
 JQ0320
 JQ0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JQ0320'MINA, 13.8 MI NE. OF ALONG RD. TO CLOVERDALE RANCH, THENCE 3.5 MI SE.
 JQ0320'ALONG RD. TO TONOPAH TO INTERSECTION OF RD. LEADING TO TUNGSTEN MINE,
 JQ0320'THENCE 2.0 MI S. 1200 FT E. OF BENCH MARK C 24, ABOUT 2600 FT ENE. OF
 JQ0320'RD. TO TUNGSTEN MINE. AT E. END OF RIDGE, 200 FT W. OF SUMMIT. AT TOP
 JQ0320'OF CREST. SET IN TOP OF CONCRETE POST PROJECTING 1 FT ABOVE GROUND.
 JQ0320'STANDARD DISK STAMPED 5784.562 B 24 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0352 ***********************************************************************
 JQ0352  DESIGNATION -  B 25
 JQ0352  PID         -  JQ0352
 JQ0352  STATE/COUNTY-  NV/MINERAL
 JQ0352  USGS QUAD   -  GRANNY GOOSE WELL (1980)
 JQ0352
 JQ0352                         *CURRENT SURVEY CONTROL
 JQ0352  ___________________________________________________________________
 JQ0352* NAD 83(1986)-  38 38 53.     (N)    117 54 43.     (W)     SCALED    
 JQ0352* NAVD 88     -      1710.102  (meters)    5610.56   (feet)  ADJUSTED  
 JQ0352  ___________________________________________________________________
 JQ0352  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 JQ0352  DYNAMIC HT  -        1708.293 (meters)    5604.62  (feet)  COMP
 JQ0352  MODELED GRAV-     979,510.3   (mgal)                       NAVD 88
 JQ0352
 JQ0352  VERT ORDER  -  FIRST     CLASS II
 JQ0352
 JQ0352.The horizontal coordinates were scaled from a topographic map and have
 JQ0352.an estimated accuracy of +/- 6 seconds.
 JQ0352
 JQ0352.The orthometric height was determined by differential leveling
 JQ0352.and adjusted by the National Geodetic Survey in June 1991..
 JQ0352
 JQ0352.The geoid height was determined by GEOID03.
 JQ0352
 JQ0352.The dynamic height is computed by dividing the NAVD 88
 JQ0352.geopotential number by the normal gravity value computed on the
 JQ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0352.degrees latitude (g = 980.6199 gals.).
 JQ0352
 JQ0352.The modeled gravity was interpolated from observed gravity values.
 JQ0352
 JQ0352;                    North         East    Units  Estimated Accuracy
 JQ0352;SPC NV W     - 4,432,750.      858,440.      MT  (+/- 180 meters Scaled)
 JQ0352
 JQ0352                          SUPERSEDED SURVEY CONTROL
 JQ0352
 JQ0352  NGVD 29 (??/??/92) 1708.864  (m)         5606.50   (f) ADJ UNCH    1 2
 JQ0352
 JQ0352.Superseded values are not recommended for survey control.
 JQ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0352.See file dsdata.txt to determine how the superseded data were derived.
 JQ0352
 JQ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC206781(NAD 83)
 JQ0352_MARKER: DB = BENCH MARK DISK
 JQ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0352_STAMPING: 5606.501 B 25 1933
 JQ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0352+STABILITY: SURFACE MOTION
 JQ0352
 JQ0352  HISTORY     - Date     Condition        Report By
 JQ0352  HISTORY     - 1933     MONUMENTED       CGS
 JQ0352  HISTORY     - 1934     GOOD             NGS
 JQ0352  HISTORY     - 1977     GOOD             USGS
 JQ0352
 JQ0352                          STATION DESCRIPTION
 JQ0352
 JQ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0352'6.8 MI S FROM GOLDYKE.
 JQ0352'IN MINERAL COUNTY, 6.8 MILES SOUTH ALONG THE MAIN ROAD BETWEEN GOLDYKE
 JQ0352'AND MINA FROM GOLDYKE, NYE COUNTY, 1.2 MILES NORTH OF THE JUNCTION OF
 JQ0352'THE ROAD LEADING NORTHEAST TO PACTOLUS, AND 23 FEET EAST OF THE
 JQ0352'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED 5606.501 B 25 1933
 JQ0352'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 JQ0352'GROUND.
 JQ0352
 JQ0352                          STATION RECOVERY (1977)
 JQ0352
 JQ0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JQ0352'GOLDYKE, 1.9 MILES SOUTH OF TO A Y ROAD SOUTH. THENCE 1.15 MILES
 JQ0352'SOUTHWEST ON DIRT ROAD TO A CROSSROAD. CONTINUE SOUTH 3.7 MILES AND
 JQ0352'17 FEET WEST OF THE CENTERLINE OF THE ROAD. A STANDARD DISK, STAMPED
 JQ0352'5606.501 B 25 1933 AND SET IN TOP OF A CONCRETE POST PROJECTING 0.8
 JQ0352'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0374 ***********************************************************************
 JQ0374  DESIGNATION -  B 26
 JQ0374  PID         -  JQ0374
 JQ0374  STATE/COUNTY-  NV/NYE
 JQ0374  USGS QUAD   -  IONE SW (1988)
 JQ0374
 JQ0374                         *CURRENT SURVEY CONTROL
 JQ0374  ___________________________________________________________________
 JQ0374* NAD 83(1986)-  38 49 41.     (N)    117 40 40.     (W)     SCALED    
 JQ0374* NAVD 88     -      1837.008  (meters)    6026.92   (feet)  ADJUSTED  
 JQ0374  ___________________________________________________________________
 JQ0374  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 JQ0374  DYNAMIC HT  -        1835.015 (meters)    6020.38  (feet)  COMP
 JQ0374  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 JQ0374
 JQ0374  VERT ORDER  -  FIRST     CLASS II
 JQ0374
 JQ0374.The horizontal coordinates were scaled from a topographic map and have
 JQ0374.an estimated accuracy of +/- 6 seconds.
 JQ0374
 JQ0374.The orthometric height was determined by differential leveling
 JQ0374.and adjusted by the National Geodetic Survey in June 1991..
 JQ0374
 JQ0374.The geoid height was determined by GEOID03.
 JQ0374
 JQ0374.The dynamic height is computed by dividing the NAVD 88
 JQ0374.geopotential number by the normal gravity value computed on the
 JQ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0374.degrees latitude (g = 980.6199 gals.).
 JQ0374
 JQ0374.The modeled gravity was interpolated from observed gravity values.
 JQ0374
 JQ0374;                    North         East    Units  Estimated Accuracy
 JQ0374;SPC NV C     - 6,453,000.      412,210.      MT  (+/- 180 meters Scaled)
 JQ0374
 JQ0374                          SUPERSEDED SURVEY CONTROL
 JQ0374
 JQ0374  NGVD 29 (??/??/92) 1835.687  (m)         6022.58   (f) ADJ UNCH    1 2
 JQ0374
 JQ0374.Superseded values are not recommended for survey control.
 JQ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0374.See file dsdata.txt to determine how the superseded data were derived.
 JQ0374
 JQ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC411979(NAD 83)
 JQ0374_MARKER: DB = BENCH MARK DISK
 JQ0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0374_STAMPING: 6022.547 B 26 1933
 JQ0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0374+STABILITY: SURFACE MOTION
 JQ0374
 JQ0374  HISTORY     - Date     Condition        Report By
 JQ0374  HISTORY     - 1933     MONUMENTED       CGS
 JQ0374  HISTORY     - 1934     GOOD             NGS
 JQ0374  HISTORY     - 1970     MARK NOT FOUND   NGS
 JQ0374
 JQ0374                          STATION DESCRIPTION
 JQ0374
 JQ0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0374'10.1 MI SW FROM IONE.
 JQ0374'10.1 MILES SOUTHWEST ALONG THE ROAD TO GOLDYKE FROM IONE, NYE COUNTY,
 JQ0374'AND 27 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 JQ0374'STAMPED 6022.547 B 26 1933 AND SET IN THE TOP OF A CONCRETE POST
 JQ0374'PROJECTING 0.9 FOOT ABOVE GROUND.
 JQ0374
 JQ0374                          STATION RECOVERY (1970)
 JQ0374
 JQ0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JQ0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0409 ***********************************************************************
 LR0409  DESIGNATION -  B 28
 LR0409  PID         -  LR0409
 LR0409  STATE/COUNTY-  NV/LANDER
 LR0409  USGS QUAD   -  THE CEDARS SW (1990)
 LR0409
 LR0409                         *CURRENT SURVEY CONTROL
 LR0409  ___________________________________________________________________
 LR0409* NAD 83(1986)-  40 04 19.     (N)    117 10 44.     (W)     SCALED    
 LR0409* NAVD 88     -      1488.590  (meters)    4883.82   (feet)  ADJUSTED  
 LR0409  ___________________________________________________________________
 LR0409  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 LR0409  DYNAMIC HT  -        1487.291 (meters)    4879.55  (feet)  COMP
 LR0409  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 LR0409
 LR0409  VERT ORDER  -  FIRST     CLASS II
 LR0409
 LR0409.The horizontal coordinates were scaled from a topographic map and have
 LR0409.an estimated accuracy of +/- 6 seconds.
 LR0409
 LR0409.The orthometric height was determined by differential leveling
 LR0409.and adjusted by the National Geodetic Survey in June 1991..
 LR0409
 LR0409.The geoid height was determined by GEOID03.
 LR0409
 LR0409.The dynamic height is computed by dividing the NAVD 88
 LR0409.geopotential number by the normal gravity value computed on the
 LR0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0409.degrees latitude (g = 980.6199 gals.).
 LR0409
 LR0409.The modeled gravity was interpolated from observed gravity values.
 LR0409
 LR0409;                    North         East    Units  Estimated Accuracy
 LR0409;SPC NV C     - 6,590,730.      456,310.      MT  (+/- 180 meters Scaled)
 LR0409
 LR0409                          SUPERSEDED SURVEY CONTROL
 LR0409
 LR0409  NGVD 29 (??/??/92) 1487.504  (m)         4880.25   (f) ADJ UNCH    1 2
 LR0409
 LR0409.Superseded values are not recommended for survey control.
 LR0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0409.See file dsdata.txt to determine how the superseded data were derived.
 LR0409
 LR0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME847357(NAD 83)
 LR0409_MARKER: DB = BENCH MARK DISK
 LR0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0409_STAMPING: 4880.007 B 28 1933
 LR0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0409+STABILITY: SURFACE MOTION
 LR0409
 LR0409  HISTORY     - Date     Condition        Report By
 LR0409  HISTORY     - 1933     MONUMENTED       CGS
 LR0409  HISTORY     - 1934     GOOD             NGS
 LR0409
 LR0409                          STATION DESCRIPTION
 LR0409
 LR0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LR0409'42.0 MI S FROM BATTLE MOUNTAIN.
 LR0409'42.0 MILES SOUTH ALONG THE NEVADA CENTRAL RAILROAD FROM BATTLE
 LR0409'MOUNTAIN, LANDER COUNTY, AT MILEPOST 42, AND 38 FEET EAST OF THE
 LR0409'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 4880.007 B 28 1933
 LR0409'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0147 ***********************************************************************
 MT0147  DESIGNATION -  B 29
 MT0147  PID         -  MT0147
 MT0147  STATE/COUNTY-  NV/ELKO
 MT0147  USGS QUAD   -  COBRE (1982)
 MT0147
 MT0147                         *CURRENT SURVEY CONTROL
 MT0147  ___________________________________________________________________
 MT0147* NAD 83(1986)-  41 02 03.     (N)    114 25 45.     (W)     SCALED    
 MT0147* NAVD 88     -      1758.707  (meters)    5770.02   (feet)  ADJUSTED  
 MT0147  ___________________________________________________________________
 MT0147  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 MT0147  DYNAMIC HT  -        1757.207 (meters)    5765.10  (feet)  COMP
 MT0147  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 MT0147
 MT0147  VERT ORDER  -  FIRST     CLASS II
 MT0147
 MT0147.The horizontal coordinates were scaled from a topographic map and have
 MT0147.an estimated accuracy of +/- 6 seconds.
 MT0147
 MT0147.The orthometric height was determined by differential leveling
 MT0147.and adjusted by the National Geodetic Survey in June 1991..
 MT0147
 MT0147.The geoid height was determined by GEOID03.
 MT0147
 MT0147.The dynamic height is computed by dividing the NAVD 88
 MT0147.geopotential number by the normal gravity value computed on the
 MT0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0147.degrees latitude (g = 980.6199 gals.).
 MT0147
 MT0147.The modeled gravity was interpolated from observed gravity values.
 MT0147
 MT0147;                    North         East    Units  Estimated Accuracy
 MT0147;SPC NV E     - 8,698,080.      297,050.      MT  (+/- 180 meters Scaled)
 MT0147
 MT0147                          SUPERSEDED SURVEY CONTROL
 MT0147
 MT0147  NGVD 29 (??/??/92) 1757.563  (m)         5766.27   (f) ADJ UNCH    1 2
 MT0147
 MT0147.Superseded values are not recommended for survey control.
 MT0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0147.See file dsdata.txt to determine how the superseded data were derived.
 MT0147
 MT0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF161457(NAD 83)
 MT0147_MARKER: DB = BENCH MARK DISK
 MT0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0147_STAMPING: 5766.271 B 29 1933
 MT0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0147+STABILITY: SURFACE MOTION
 MT0147
 MT0147  HISTORY     - Date     Condition        Report By
 MT0147  HISTORY     - 1933     MONUMENTED       CGS
 MT0147
 MT0147                          STATION DESCRIPTION
 MT0147
 MT0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MT0147'6.0 MI S FROM COBRE.
 MT0147'ABOUT 6.0 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM COBRE,
 MT0147'ELKO COUNTY, 35 FEET SOUTHWEST OF MILEPOST 6, AND 82 FEET WEST OF THE
 MT0147'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 5766.271 B 29 1933
 MT0147'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1-1/2 FEET
 MT0147'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0184 ***********************************************************************
 KR0184  DESIGNATION -  B 294
 KR0184  PID         -  KR0184
 KR0184  STATE/COUNTY-  NV/MINERAL
 KR0184  USGS QUAD   -  RAWHIDE (1980)
 KR0184
 KR0184                         *CURRENT SURVEY CONTROL
 KR0184  ___________________________________________________________________
 KR0184* NAD 83(1986)-  39 03 26.     (N)    118 26 15.     (W)     SCALED    
 KR0184* NAVD 88     -      1541.77   (+/-2cm)    5058.3    (feet)  VERTCON   
 KR0184  ___________________________________________________________________
 KR0184  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 KR0184
 KR0184  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0184
 KR0184.The horizontal coordinates were scaled from a topographic map and have
 KR0184.an estimated accuracy of +/- 6 seconds.
 KR0184
 KR0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0184.The vertical order pertains to the NGVD 29 superseded value.
 KR0184
 KR0184.The geoid height was determined by GEOID03.
 KR0184
 KR0184;                    North         East    Units  Estimated Accuracy
 KR0184;SPC NV W     - 4,477,960.      812,620.      MT  (+/- 180 meters Scaled)
 KR0184
 KR0184                          SUPERSEDED SURVEY CONTROL
 KR0184
 KR0184  NGVD 29 (??/??/92) 1540.66   (m)         5054.6    (f) COMPUTED    1 2
 KR0184
 KR0184.Superseded values are not recommended for survey control.
 KR0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0184.See file dsdata.txt to determine how the superseded data were derived.
 KR0184
 KR0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD756241(NAD 83)
 KR0184_MARKER: DB = BENCH MARK DISK
 KR0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0184_STAMPING: B 294 1940
 KR0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0184+STABILITY: SURFACE MOTION
 KR0184
 KR0184  HISTORY     - Date     Condition        Report By
 KR0184  HISTORY     - 1940     MONUMENTED       CGS
 KR0184  HISTORY     - 1955     GOOD             NGS
 KR0184  HISTORY     - 1986     GOOD             USPSQD
 KR0184
 KR0184                          STATION DESCRIPTION
 KR0184
 KR0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0184'4.1 MI NW FROM RAWHIDE.
 KR0184'4.1 MILES NORTHWEST ALONG A COUNTY GRADED ROAD FROM THE GRUTT BROTHERS
 KR0184'MINING COMPANY OFFICE AT RAWHIDE, AT A PARTLY BARREN WHITE COLORED
 KR0184'PATCH OF GROUND, 0.15 MILE EAST OF THE Y JUNCTION OF A TRACK ROAD
 KR0184'LEADING SOUTHEAST, 37 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.2
 KR0184'FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND
 KR0184'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 KR0184'GROUND.  NOTE-- THE B OF B294 IS STAMPED BACKWARDS.
 KR0184
 KR0184                          STATION RECOVERY (1986)
 KR0184
 KR0184'RECOVERY NOTE BY US POWER SQUADRON 1986 (GT)
 KR0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0802 ***********************************************************************
 JR0802  DESIGNATION -  B 295
 JR0802  PID         -  JR0802
 JR0802  STATE/COUNTY-  NV/MINERAL
 JR0802  USGS QUAD   -  RAMSEY SPRING (1979)
 JR0802
 JR0802                         *CURRENT SURVEY CONTROL
 JR0802  ___________________________________________________________________
 JR0802* NAD 83(1986)-  38 51 23.     (N)    118 09 59.     (W)     SCALED    
 JR0802* NAVD 88     -      1299.84   (+/-2cm)    4264.6    (feet)  VERTCON   
 JR0802  ___________________________________________________________________
 JR0802  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 JR0802
 JR0802  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0802
 JR0802.The horizontal coordinates were scaled from a topographic map and have
 JR0802.an estimated accuracy of +/- 6 seconds.
 JR0802
 JR0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0802.The vertical order pertains to the NGVD 29 superseded value.
 JR0802
 JR0802.The geoid height was determined by GEOID03.
 JR0802
 JR0802;                    North         East    Units  Estimated Accuracy
 JR0802;SPC NV W     - 4,455,740.      836,190.      MT  (+/- 180 meters Scaled)
 JR0802
 JR0802                          SUPERSEDED SURVEY CONTROL
 JR0802
 JR0802  NGVD 29 (??/??/92) 1298.822  (m)         4261.22   (f) ADJ UNCH    1 2
 JR0802
 JR0802.Superseded values are not recommended for survey control.
 JR0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0802.See file dsdata.txt to determine how the superseded data were derived.
 JR0802
 JR0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD987014(NAD 83)
 JR0802_MARKER: DB = BENCH MARK DISK
 JR0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0802_STAMPING: B 295 1940
 JR0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0802+STABILITY: SURFACE MOTION
 JR0802
 JR0802  HISTORY     - Date     Condition        Report By
 JR0802  HISTORY     - 1940     MONUMENTED       CGS
 JR0802  HISTORY     - 1955     GOOD             NGS
 JR0802
 JR0802                          STATION DESCRIPTION
 JR0802
 JR0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0802'5.7 MI S FROM HOT SPRING.
 JR0802'0.2 MILE SOUTH ALONG A TRACK ROAD FROM HOT SPRING, THENCE 2.7
 JR0802'MILES SOUTH ALONG A GRADED ROAD, THENCE 2.8 MILES SOUTHEAST ALONG
 JR0802'A NARROW DIRT ROAD, IN A BARREN ALKALI FLAT, ABOUT 30 YARDS
 JR0802'SOUTHEAST OF THE NORTHWEST EDGE, 13 FEET NORTHWEST OF THE NORTHWEST
 JR0802'EDGE OF A LONE CLUMP OF BRUSH, 12 1/2 FEET SOUTHWEST OF THE
 JR0802'CENTER LINE OF THE ROAD, 2.4 FEET NORTHEAST OF A WITNESS POST,
 JR0802'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 JR0802'CONCRETE POST PROJECTING 1.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0146 ***********************************************************************
 JR0146  DESIGNATION -  B 296
 JR0146  PID         -  JR0146
 JR0146  STATE/COUNTY-  NV/LYON
 JR0146  USGS QUAD   -  NYE CANYON (1988)
 JR0146
 JR0146                         *CURRENT SURVEY CONTROL
 JR0146  ___________________________________________________________________
 JR0146* NAD 83(1986)-  38 33 21.     (N)    119 12 54.     (W)     SCALED    
 JR0146* NAVD 88     -      1974.15   (+/-2cm)    6476.9    (feet)  VERTCON   
 JR0146  ___________________________________________________________________
 JR0146  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 JR0146
 JR0146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0146
 JR0146.The horizontal coordinates were scaled from a topographic map and have
 JR0146.an estimated accuracy of +/- 6 seconds.
 JR0146
 JR0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0146.The vertical order pertains to the NGVD 29 superseded value.
 JR0146
 JR0146.The geoid height was determined by GEOID03.
 JR0146
 JR0146;                    North         East    Units  Estimated Accuracy
 JR0146;SPC NV W     - 4,422,490.      744,950.      MT  (+/- 180 meters Scaled)
 JR0146
 JR0146                          SUPERSEDED SURVEY CONTROL
 JR0146
 JR0146  NGVD 29 (??/??/92) 1972.820  (m)         6472.49   (f) ADJ UNCH    2 0
 JR0146
 JR0146.Superseded values are not recommended for survey control.
 JR0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0146.See file dsdata.txt to determine how the superseded data were derived.
 JR0146
 JR0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC069698(NAD 83)
 JR0146_MARKER: DB = BENCH MARK DISK
 JR0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0146_STAMPING: B 296 1940
 JR0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0146+STABILITY: SURFACE MOTION
 JR0146
 JR0146  HISTORY     - Date     Condition        Report By
 JR0146  HISTORY     - 1940     MONUMENTED       CGS
 JR0146  HISTORY     - 1957     GOOD             NGS
 JR0146
 JR0146                          STATION DESCRIPTION
 JR0146
 JR0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0146'18 MI S FROM WELLINGTON.
 JR0146'18.0 MILES SOUTH ALONG STATE HIGHWAY 22 FROM WELLINGTON, ABOUT 320
 JR0146'FEET EAST OF THE CENTERLINE OF THE NEW HIGHWAY, 100 FEET SOUTH OF
 JR0146'A ROAD FORK IN THE OLD HIGHWAY, 50 FEET WEST OF THE BASE OF A
 JR0146'HILL, AND 10 FEET EAST OF A DRAIN.  THE CONCRETE POST PROJECTS
 JR0146'1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0155 ***********************************************************************
 JQ0155  DESIGNATION -  B 297
 JQ0155  PID         -  JQ0155
 JQ0155  STATE/COUNTY-  NV/NYE
 JQ0155  USGS QUAD   -  EAST OF TONOPAH (1987)
 JQ0155
 JQ0155                         *CURRENT SURVEY CONTROL
 JQ0155  ___________________________________________________________________
 JQ0155* NAD 83(1986)-  38 03 41.     (N)    117 05 59.     (W)     SCALED    
 JQ0155* NAVD 88     -      1651.399  (meters)    5417.96   (feet)  ADJUSTED  
 JQ0155  ___________________________________________________________________
 JQ0155  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 JQ0155  DYNAMIC HT  -        1649.577 (meters)    5411.99  (feet)  COMP
 JQ0155  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 JQ0155
 JQ0155  VERT ORDER  -  FIRST     CLASS II
 JQ0155
 JQ0155.The horizontal coordinates were scaled from a topographic map and have
 JQ0155.an estimated accuracy of +/- 6 seconds.
 JQ0155
 JQ0155.The orthometric height was determined by differential leveling
 JQ0155.and adjusted by the National Geodetic Survey in June 1991..
 JQ0155
 JQ0155.The geoid height was determined by GEOID03.
 JQ0155
 JQ0155.The dynamic height is computed by dividing the NAVD 88
 JQ0155.geopotential number by the normal gravity value computed on the
 JQ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0155.degrees latitude (g = 980.6199 gals.).
 JQ0155
 JQ0155.The modeled gravity was interpolated from observed gravity values.
 JQ0155
 JQ0155;                    North         East    Units  Estimated Accuracy
 JQ0155;SPC NV C     - 6,367,510.      462,000.      MT  (+/- 180 meters Scaled)
 JQ0155
 JQ0155                          SUPERSEDED SURVEY CONTROL
 JQ0155
 JQ0155  NGVD 29 (??/??/92) 1650.215  (m)         5414.08   (f) ADJ UNCH    1 2
 JQ0155
 JQ0155.Superseded values are not recommended for survey control.
 JQ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0155.See file dsdata.txt to determine how the superseded data were derived.
 JQ0155
 JQ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC912126(NAD 83)
 JQ0155_MARKER: DB = BENCH MARK DISK
 JQ0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0155_STAMPING: B 297 1945
 JQ0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0155+STABILITY: SURFACE MOTION
 JQ0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0155+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1996
 JQ0155
 JQ0155  HISTORY     - Date     Condition        Report By
 JQ0155  HISTORY     - 1945     MONUMENTED       CGS
 JQ0155  HISTORY     - 1977     GOOD             NGS
 JQ0155  HISTORY     - 1985     GOOD             USGS
 JQ0155  HISTORY     - 19960518 GOOD             NGS
 JQ0155
 JQ0155                          STATION DESCRIPTION
 JQ0155
 JQ0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JQ0155'IN TONOPAH ARMY AIR FIELD.
 JQ0155'AT TONOPAH ARMY AIR FIELD, IN THE SOUTHWEST ANGLE FORMED AT THE
 JQ0155'CROSSING OF THE OUTSIDE TAXIWAY, MIDWAY STREET AND B STREET, 116.5
 JQ0155'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 24.0 FEET SOUTHWEST
 JQ0155'OF THE CENTER LINE OF MIDWAY STREET, 3.0 FEET WEST OF A POWER AND
 JQ0155'TELEPHONE LINE POLE, 1.6 FEET NORTHEAST OF A REFERENCE POST, SET IN
 JQ0155'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JQ0155'STAMPED B 297 1945.
 JQ0155
 JQ0155                          STATION RECOVERY (1977)
 JQ0155
 JQ0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JQ0155'RECOVERED IN GOOD CONDITION.
 JQ0155
 JQ0155                          STATION RECOVERY (1985)
 JQ0155
 JQ0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JQ0155'FROM THE JUNCTION OF THE ROAD LEADING TO THE TONOPAH AIRPORT AND U.S.
 JQ0155'HWY. 6 GO SOUTH TOWARD AIRPORT FOR 0.4 MILE TO JUNCTION WITH A ROAD
 JQ0155'RUNNING NORTHEAST AND SOUTHWEST, TURN SOUTHWEST AND GO 0.4 MILE TO A
 JQ0155'THREE-WAY ROAD JUNCTION, BENCH MARK IS IN THE SOUTHWEST ANGLE FORMED
 JQ0155'BY THE JUNCTION, 117 FEET NORTHWEST OF THE JUNCTION, 3.0 FEET WEST OF
 JQ0155'A POWER POLE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 JQ0155'ABOVE THE GROUND.
 JQ0155
 JQ0155                          STATION RECOVERY (1996)
 JQ0155
 JQ0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 JQ0155'THIS IS GRAVITY BASE STATION 'TONOPAH J', DOD 0455-1, IGB 12078J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0202 ***********************************************************************
 LS0202  DESIGNATION -  B 298
 LS0202  PID         -  LS0202
 LS0202  STATE/COUNTY-  NV/PERSHING
 LS0202  USGS QUAD   -  BUFFALO MOUNTAIN (1987)
 LS0202
 LS0202                         *CURRENT SURVEY CONTROL
 LS0202  ___________________________________________________________________
 LS0202* NAD 83(1986)-  40 11 15.     (N)    118 13 45.     (W)     SCALED    
 LS0202* NAVD 88     -      1378.424  (meters)    4522.38   (feet)  ADJUSTED  
 LS0202  ___________________________________________________________________
 LS0202  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 LS0202  DYNAMIC HT  -        1377.294 (meters)    4518.67  (feet)  COMP
 LS0202  MODELED GRAV-     979,757.6   (mgal)                       NAVD 88
 LS0202
 LS0202  VERT ORDER  -  SECOND    CLASS 0
 LS0202
 LS0202.The horizontal coordinates were scaled from a topographic map and have
 LS0202.an estimated accuracy of +/- 6 seconds.
 LS0202
 LS0202.The orthometric height was determined by differential leveling
 LS0202.and adjusted by the National Geodetic Survey in June 1991..
 LS0202
 LS0202.The geoid height was determined by GEOID03.
 LS0202
 LS0202.The dynamic height is computed by dividing the NAVD 88
 LS0202.geopotential number by the normal gravity value computed on the
 LS0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0202.degrees latitude (g = 980.6199 gals.).
 LS0202
 LS0202.The modeled gravity was interpolated from observed gravity values.
 LS0202
 LS0202;                    North         East    Units  Estimated Accuracy
 LS0202;SPC NV W     - 4,603,490.      830,160.      MT  (+/- 180 meters Scaled)
 LS0202
 LS0202                          SUPERSEDED SURVEY CONTROL
 LS0202
 LS0202  NGVD 29 (??/??/92) 1377.416  (m)         4519.07   (f) ADJ UNCH    2 0
 LS0202
 LS0202.Superseded values are not recommended for survey control.
 LS0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0202.See file dsdata.txt to determine how the superseded data were derived.
 LS0202
 LS0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE953492(NAD 83)
 LS0202_MARKER: DB = BENCH MARK DISK
 LS0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0202_STAMPING: B 298 1945
 LS0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0202+STABILITY: SURFACE MOTION
 LS0202
 LS0202  HISTORY     - Date     Condition        Report By
 LS0202  HISTORY     - 1945     MONUMENTED       CGS
 LS0202  HISTORY     - 1982     GOOD             USGS
 LS0202
 LS0202                          STATION DESCRIPTION
 LS0202
 LS0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LS0202'16.3 MI NE FROM LOVELOCK.
 LS0202'6.25 MILES NORTHEAST ALONG U. S. HIGHWAY 40 FROM THE POST OFFICE AT
 LS0202'LOVELOCK, THENCE 10.05 MILES EAST ALONG THE HUMBOLDT AIRPORT ROAD, 0.2
 LS0202'MILE SOUTH OF THE JUNCTION OF A ROAD LEADING TO RELIEF WELL NO. 2, 521
 LS0202'FEET SOUTHWEST OF THE OF THE SOUTHWEST LEG OF THE WINDMILL AT RELIEF
 LS0202'WELL NO. 2, AT THE SOUTH END OF A LONG CURVE, 46.4 FEET WEST OF THE
 LS0202'CENTER-LINE OF THE ROAD, 2.4 FEET NORTH OF REFERENCE POST, SET IN THE
 LS0202'TOP OF A CONCRETE POST.
 LS0202
 LS0202                          STATION RECOVERY (1982)
 LS0202
 LS0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LS0202'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0202'STREET AT LOVELOCK, 6.8 MILES NORTHEAST ALONG BUSINESS I-80 FROM THE
 LS0202'JCT. OF MAIN ST. AT LOVELOCK, THENCE 9.7 MILES EAST ALONG STATE
 LS0202'HIGHWAY 857 TOWARDS COAL CANYON, 521 FEET SOUTHWEST OF THE SOUTHWEST
 LS0202'LEG OF THE WINDMILL, 255 FEET NORTH OF A CG. 51 FEET EAST OF THE
 LS0202'HIGHWAY, AND 2.4 FEET NORTH OF A WHITE WOODEN WITNESS POST. AN IRON
 LS0202'BENCHMARK DISK , STAMPED 'B 298 1945' AND SET IN THE TOP OF A
 LS0202'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1195 ***********************************************************************
 KR1195  DESIGNATION -  B 299
 KR1195  PID         -  KR1195
 KR1195  STATE/COUNTY-  NV/WASHOE
 KR1195  USGS QUAD   -  RENO NE (1982)
 KR1195
 KR1195                         *CURRENT SURVEY CONTROL
 KR1195  ___________________________________________________________________
 KR1195* NAD 83(1986)-  39 39 14.     (N)    119 52 32.     (W)     SCALED    
 KR1195* NAVD 88     -      1531.038  (meters)    5023.08   (feet)  ADJUSTED  
 KR1195  ___________________________________________________________________
 KR1195  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 KR1195  DYNAMIC HT  -        1529.654 (meters)    5018.54  (feet)  COMP
 KR1195  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 KR1195
 KR1195  VERT ORDER  -  SECOND    CLASS 0
 KR1195
 KR1195.The horizontal coordinates were scaled from a topographic map and have
 KR1195.an estimated accuracy of +/- 6 seconds.
 KR1195
 KR1195.The orthometric height was determined by differential leveling
 KR1195.and adjusted by the National Geodetic Survey in June 1991..
 KR1195
 KR1195.The geoid height was determined by GEOID03.
 KR1195
 KR1195.The dynamic height is computed by dividing the NAVD 88
 KR1195.geopotential number by the normal gravity value computed on the
 KR1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1195.degrees latitude (g = 980.6199 gals.).
 KR1195
 KR1195.The modeled gravity was interpolated from observed gravity values.
 KR1195
 KR1195;                    North         East    Units  Estimated Accuracy
 KR1195;SPC NV W     - 4,544,990.      689,110.      MT  (+/- 180 meters Scaled)
 KR1195
 KR1195                          SUPERSEDED SURVEY CONTROL
 KR1195
 KR1195  NGVD 29 (??/??/92) 1529.895  (m)         5019.33   (f) ADJ UNCH    2 0
 KR1195
 KR1195.Superseded values are not recommended for survey control.
 KR1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1195.See file dsdata.txt to determine how the superseded data were derived.
 KR1195
 KR1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD532932(NAD 83)
 KR1195_MARKER: DB = BENCH MARK DISK
 KR1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1195_STAMPING: B 299 1945
 KR1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1195+STABILITY: SURFACE MOTION
 KR1195
 KR1195  HISTORY     - Date     Condition        Report By
 KR1195  HISTORY     - 1945     MONUMENTED       CGS
 KR1195
 KR1195                          STATION DESCRIPTION
 KR1195
 KR1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KR1195'IN RENO ARMY AIR BASE.
 KR1195'AT RENO ARMY AIR BASE, DIRECTLY SOUTH AND ACROSS E STREET FROM THE
 KR1195'HEADQUARTERS BUILDING, 65 FEET SOUTH OF THE CENTER-LINE OF E STREET, 7
 KR1195'FEET SOUTHWEST OF THE FLAGPOLE, AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0929 ***********************************************************************
 GR0929  DESIGNATION -  B 3
 GR0929  PID         -  GR0929
 GR0929  STATE/COUNTY-  NV/CLARK
 GR0929  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0929
 GR0929                         *CURRENT SURVEY CONTROL
 GR0929  ___________________________________________________________________
 GR0929* NAD 83(1986)-  36 13 47.     (N)    115 02 18.     (W)     SCALED    
 GR0929* NAVD 88     -       558.877  (meters)    1833.58   (feet)  POSTED    
 GR0929  ___________________________________________________________________
 GR0929  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 GR0929  DYNAMIC HT  -         558.310 (meters)    1831.72  (feet)  COMP
 GR0929  MODELED GRAV-     979,603.7   (mgal)                       NAVD 88
 GR0929
 GR0929  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0929
 GR0929.The horizontal coordinates were scaled from a topographic map and have
 GR0929.an estimated accuracy of +/- 6 seconds.
 GR0929
 GR0929.The orthometric height was determined by differential leveling
 GR0929.and adjusted by the National Geodetic Survey in 1992..
 GR0929.No vertical observational check was made to the station.
 GR0929.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0929.was located on a no-check spur therefore a value was not computed.
 GR0929
 GR0929.The geoid height was determined by GEOID03.
 GR0929
 GR0929.The dynamic height is computed by dividing the NAVD 88
 GR0929.geopotential number by the normal gravity value computed on the
 GR0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0929.degrees latitude (g = 980.6199 gals.).
 GR0929
 GR0929.The modeled gravity was interpolated from observed gravity values.
 GR0929
 GR0929;                    North         East    Units  Estimated Accuracy
 GR0929;SPC NV E     - 8,164,300.      248,990.      MT  (+/- 180 meters Scaled)
 GR0929
 GR0929                          SUPERSEDED SURVEY CONTROL
 GR0929
 GR0929  NGVD 29 (??/??/92)  558.255  (m)         1831.54   (f) ADJ UNCH    1 1
 GR0929
 GR0929.Superseded values are not recommended for survey control.
 GR0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0929.See file dsdata.txt to determine how the superseded data were derived.
 GR0929
 GR0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA762112(NAD 83)
 GR0929_MARKER: DD = SURVEY DISK
 GR0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0929_STAMPING: LVAFB B 1948
 GR0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0929+STABILITY: SURFACE MOTION
 GR0929
 GR0929  HISTORY     - Date     Condition        Report By
 GR0929  HISTORY     - 1948     MONUMENTED       DOD
 GR0929  HISTORY     - 1950     GOOD             NGS
 GR0929
 GR0929                          STATION DESCRIPTION
 GR0929
 GR0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0929'IN LAS VEGAS ARMY AIR FIELD.
 GR0929'AT LAS VEGAS ARMY AIR FIELD, AT THE SOUTHEAST CORNER, AT THE CENTER OF
 GR0929'THE NORTHEAST 1/4 OF SECTION 10 T19S R62E, 10 FEET SOUTHWEST OF THE
 GR0929'CENTER LINE OF A TRACK ROAD, 1.9 FEET EAST OF A WITNESS POST, 1.4 FEET
 GR0929'SOUTHEAST OF A STEEL FENCE CORNER POST, AND SET IN THE TOP OF A
 GR0929'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0440 ***********************************************************************
 MT0440  DESIGNATION -  B 3
 MT0440  PID         -  MT0440
 MT0440  STATE/COUNTY-  NV/ELKO
 MT0440  USGS QUAD   -  TWIN BUTTES (1982)
 MT0440
 MT0440                         *CURRENT SURVEY CONTROL
 MT0440  ___________________________________________________________________
 MT0440* NAD 83(1986)-  41 09 01.     (N)    115 17 05.     (W)     SCALED    
 MT0440* NAVD 88     -      1659.000  (meters)    5442.90   (feet)  ADJUSTED  
 MT0440  ___________________________________________________________________
 MT0440  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 MT0440  DYNAMIC HT  -        1657.648 (meters)    5438.47  (feet)  COMP
 MT0440  MODELED GRAV-     979,750.5   (mgal)                       NAVD 88
 MT0440
 MT0440  VERT ORDER  -  SECOND    CLASS 0
 MT0440
 MT0440.The horizontal coordinates were scaled from a topographic map and have
 MT0440.an estimated accuracy of +/- 6 seconds.
 MT0440
 MT0440.The orthometric height was determined by differential leveling
 MT0440.and adjusted by the National Geodetic Survey in June 1991..
 MT0440
 MT0440.The geoid height was determined by GEOID03.
 MT0440
 MT0440.The dynamic height is computed by dividing the NAVD 88
 MT0440.geopotential number by the normal gravity value computed on the
 MT0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0440.degrees latitude (g = 980.6199 gals.).
 MT0440
 MT0440.The modeled gravity was interpolated from observed gravity values.
 MT0440
 MT0440;                    North         East    Units  Estimated Accuracy
 MT0440;SPC NV E     - 8,710,380.      225,060.      MT  (+/- 180 meters Scaled)
 MT0440
 MT0440                          SUPERSEDED SURVEY CONTROL
 MT0440
 MT0440  NGVD 29 (??/??/92) 1657.844  (m)         5439.11   (f) ADJ UNCH    2 0
 MT0440
 MT0440.Superseded values are not recommended for survey control.
 MT0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0440.See file dsdata.txt to determine how the superseded data were derived.
 MT0440
 MT0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF439568(NAD 83)
 MT0440_MARKER: DD = SURVEY DISK
 MT0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0440_STAMPING: B-3 1933
 MT0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0440+STABILITY: SURFACE MOTION
 MT0440
 MT0440  HISTORY     - Date     Condition        Report By
 MT0440  HISTORY     - 1933     MONUMENTED       USGS
 MT0440  HISTORY     - 1934     GOOD             NGS
 MT0440
 MT0440                          STATION DESCRIPTION
 MT0440
 MT0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0440'5.9 MI N FROM DEETH.
 MT0440'5.9 MILES NORTH OF SOUTHERN PACIFIC DEPOT AT DEETH AT CROSS RANCH. 18
 MT0440'INCHES WEST OF FENCE.  43 FEET SOUTH OF CENTER OF GATE TO RANCH. 16
 MT0440'FEET SOUTHEAST OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0008 ***********************************************************************
 HP0008  DESIGNATION -  B 3
 HP0008  PID         -  HP0008
 HP0008  STATE/COUNTY-  NV/LINCOLN
 HP0008  USGS QUAD   -  ACOMA (1972)
 HP0008
 HP0008                         *CURRENT SURVEY CONTROL
 HP0008  ___________________________________________________________________
 HP0008* NAD 83(1986)-  37 32 53.     (N)    114 10 28.     (W)     SCALED    
 HP0008* NAVD 88     -      1684.050  (meters)    5525.09   (feet)  ADJUSTED  
 HP0008  ___________________________________________________________________
 HP0008  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 HP0008  DYNAMIC HT  -        1682.112 (meters)    5518.73  (feet)  COMP
 HP0008  MODELED GRAV-     979,419.9   (mgal)                       NAVD 88
 HP0008
 HP0008  VERT ORDER  -  FIRST     CLASS II
 HP0008
 HP0008.The horizontal coordinates were scaled from a topographic map and have
 HP0008.an estimated accuracy of +/- 6 seconds.
 HP0008
 HP0008.The orthometric height was determined by differential leveling
 HP0008.and adjusted by the National Geodetic Survey in June 1991..
 HP0008
 HP0008.The geoid height was determined by GEOID03.
 HP0008
 HP0008.The dynamic height is computed by dividing the NAVD 88
 HP0008.geopotential number by the normal gravity value computed on the
 HP0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0008.degrees latitude (g = 980.6199 gals.).
 HP0008
 HP0008.The modeled gravity was interpolated from observed gravity values.
 HP0008
 HP0008;                    North         East    Units  Estimated Accuracy
 HP0008;SPC NV E     - 8,311,380.      324,490.      MT  (+/- 180 meters Scaled)
 HP0008
 HP0008                          SUPERSEDED SURVEY CONTROL
 HP0008
 HP0008  NGVD 29 (??/??/92) 1682.858  (m)         5521.18   (f) ADJ UNCH    1 2
 HP0008
 HP0008.Superseded values are not recommended for survey control.
 HP0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0008.See file dsdata.txt to determine how the superseded data were derived.
 HP0008
 HP0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB496594(NAD 83)
 HP0008_MARKER: B = BOLT
 HP0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HP0008_SP_SET: PIER
 HP0008_STAMPING: B 3 1908
 HP0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0008
 HP0008  HISTORY     - Date     Condition        Report By
 HP0008  HISTORY     - 1908     MONUMENTED       CGS
 HP0008  HISTORY     - 1954     GOOD             NGS
 HP0008
 HP0008                          STATION DESCRIPTION
 HP0008
 HP0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HP0008'IN ACOMA.
 HP0008'AT ACOMA, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD, 164 FEET
 HP0008'NORTHEAST OF THE STATION, AT THE WATER TANK, IN THE TOP OF THE
 HP0008'SOUTHWEST END OF THE CONCRETE PIER NEAREST THE MAIN TRACK, AND 13 FEET
 HP0008'NORTHWEST OF THE CENTER LINE OF THE TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0210 ***********************************************************************
 LQ0210  DESIGNATION -  B 30
 LQ0210  PID         -  LQ0210
 LQ0210  STATE/COUNTY-  NV/ELKO
 LQ0210  USGS QUAD   -  MIZPAH (1982)
 LQ0210
 LQ0210                         *CURRENT SURVEY CONTROL
 LQ0210  ___________________________________________________________________
 LQ0210* NAD 83(1986)-  40 25 55.     (N)    114 38 05.     (W)     SCALED    
 LQ0210* NAVD 88     -      1722.015  (meters)    5649.64   (feet)  ADJUSTED  
 LQ0210  ___________________________________________________________________
 LQ0210  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 LQ0210  DYNAMIC HT  -        1720.484 (meters)    5644.62  (feet)  COMP
 LQ0210  MODELED GRAV-     979,675.3   (mgal)                       NAVD 88
 LQ0210
 LQ0210  VERT ORDER  -  FIRST     CLASS II
 LQ0210
 LQ0210.The horizontal coordinates were scaled from a topographic map and have
 LQ0210.an estimated accuracy of +/- 6 seconds.
 LQ0210
 LQ0210.The orthometric height was determined by differential leveling
 LQ0210.and adjusted by the National Geodetic Survey in June 1991..
 LQ0210
 LQ0210.The geoid height was determined by GEOID03.
 LQ0210
 LQ0210.The dynamic height is computed by dividing the NAVD 88
 LQ0210.geopotential number by the normal gravity value computed on the
 LQ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0210.degrees latitude (g = 980.6199 gals.).
 LQ0210
 LQ0210.The modeled gravity was interpolated from observed gravity values.
 LQ0210
 LQ0210;                    North         East    Units  Estimated Accuracy
 LQ0210;SPC NV E     - 8,631,000.      280,490.      MT  (+/- 180 meters Scaled)
 LQ0210
 LQ0210                          SUPERSEDED SURVEY CONTROL
 LQ0210
 LQ0210  NGVD 29 (??/??/92) 1720.913  (m)         5646.03   (f) ADJ UNCH    1 2
 LQ0210
 LQ0210.Superseded values are not recommended for survey control.
 LQ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0210.See file dsdata.txt to determine how the superseded data were derived.
 LQ0210
 LQ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE006783(NAD 83)
 LQ0210_MARKER: DB = BENCH MARK DISK
 LQ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0210_STAMPING: 5646.029 B 30 1933
 LQ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0210+STABILITY: SURFACE MOTION
 LQ0210
 LQ0210  HISTORY     - Date     Condition        Report By
 LQ0210  HISTORY     - 1933     MONUMENTED       CGS
 LQ0210
 LQ0210                          STATION DESCRIPTION
 LQ0210
 LQ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0210'13.0 MI NE FROM CURRIE.
 LQ0210'ABOUT 13.0 MILES NORTHEAST ALONG THE NEVADA NORTHERN RAILWAY FROM
 LQ0210'CURRIE, ELKO COUNTY, 121 FEET SOUTHEAST OF MILEPOST 50, AND 74 FEET
 LQ0210'SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LQ0210'5646.029 B 30 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LQ0210'ABOUT 14 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0549 ***********************************************************************
 GR0549  DESIGNATION -  B 301
 GR0549  PID         -  GR0549
 GR0549  STATE/COUNTY-  NV/CLARK
 GR0549  USGS QUAD   -  HOOVER DAM (1997)
 GR0549
 GR0549                         *CURRENT SURVEY CONTROL
 GR0549  ___________________________________________________________________
 GR0549* NAD 83(1986)-  36 00 45.     (N)    114 44 35.     (W)     SCALED    
 GR0549* NAVD 88     -       221.865  (meters)     727.90   (feet)  POSTED    
 GR0549  ___________________________________________________________________
 GR0549  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0549  DYNAMIC HT  -         221.650 (meters)     727.20  (feet)  COMP
 GR0549  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 GR0549
 GR0549  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0549
 GR0549.The horizontal coordinates were scaled from a topographic map and have
 GR0549.an estimated accuracy of +/- 6 seconds.
 GR0549
 GR0549.The orthometric height was determined by differential leveling
 GR0549.and adjusted by the National Geodetic Survey in 1992..
 GR0549.No vertical observational check was made to the station.
 GR0549.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0549.was located on a no-check spur therefore a value was not computed.
 GR0549
 GR0549.The geoid height was determined by GEOID03.
 GR0549
 GR0549.The dynamic height is computed by dividing the NAVD 88
 GR0549.geopotential number by the normal gravity value computed on the
 GR0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0549.degrees latitude (g = 980.6199 gals.).
 GR0549
 GR0549.The modeled gravity was interpolated from observed gravity values.
 GR0549
 GR0549;                    North         East    Units  Estimated Accuracy
 GR0549;SPC NV E     - 8,140,380.      275,740.      MT  (+/- 180 meters Scaled)
 GR0549
 GR0549                          SUPERSEDED SURVEY CONTROL
 GR0549
 GR0549  NGVD 29 (??/??/92)  221.174  (m)          725.63   (f) ADJ UNCH    1 1
 GR0549
 GR0549.Superseded values are not recommended for survey control.
 GR0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0549.See file dsdata.txt to determine how the superseded data were derived.
 GR0549
 GR0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV033876(NAD 83)
 GR0549_MARKER: DB = BENCH MARK DISK
 GR0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0549_SP_SET: SIDEWALK
 GR0549_STAMPING: B 301 1940
 GR0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0549
 GR0549  HISTORY     - Date     Condition        Report By
 GR0549  HISTORY     - 1940     MONUMENTED       CGS
 GR0549  HISTORY     - 1950     GOOD             NGS
 GR0549  HISTORY     - 1963     GOOD             NGS
 GR0549
 GR0549                          STATION DESCRIPTION
 GR0549
 GR0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0549'0.2 MI SW FROM HOOVER DAM.
 GR0549'0.2 MILE SOUTHWEST ALONG THE LOWER PORTAL ROAD FROM THE SOUTHWEST END
 GR0549'OF THE NEVADA RAMP AT THE BOTTOM OF HOOVER DAM, AT THE APPROXIMATE
 GR0549'CENTER OF THE VEHICULAR TUNNEL, 19 FEET SOUTHEAST OF THE CENTER LINE
 GR0549'OF THE TUNNEL, 4 FEET SOUTHWEST OF THE CENTER LINE OF AN ADIT LEADING
 GR0549'SOUTHEAST TO NEVADA STONY GATE (DIVERSION TUNNEL NO. 2), IN THE TOP OF
 GR0549'THE CONCRETE SIDEWALK, 2.7 FEET SOUTHEAST OF THE NORTHWEST SIDE, AND
 GR0549'1.0 FOOT SOUTHWEST OF THE NORTHEAST END.
 GR0549
 GR0549                          STATION RECOVERY (1963)
 GR0549
 GR0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0244 ***********************************************************************
 FS0244  DESIGNATION -  B 302
 FS0244  PID         -  FS0244
 FS0244  STATE/COUNTY-  NV/CLARK
 FS0244  USGS QUAD   -  ROACH (1985)
 FS0244
 FS0244                         *CURRENT SURVEY CONTROL
 FS0244  ___________________________________________________________________
 FS0244* NAD 83(1986)-  35 42 59.     (N)    115 20 31.     (W)     SCALED    
 FS0244* NAVD 88     -       824.678  (meters)    2705.63   (feet)  POSTED    
 FS0244  ___________________________________________________________________
 FS0244  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0244  DYNAMIC HT  -         823.780 (meters)    2702.68  (feet)  COMP
 FS0244  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 FS0244
 FS0244  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0244
 FS0244.The horizontal coordinates were scaled from a topographic map and have
 FS0244.an estimated accuracy of +/- 6 seconds.
 FS0244
 FS0244.The orthometric height was determined by differential leveling
 FS0244.and adjusted by the National Geodetic Survey in 1992..
 FS0244.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0244.rate of 1.1 thru 2.0 mm/km.
 FS0244
 FS0244.The geoid height was determined by GEOID03.
 FS0244
 FS0244.The dynamic height is computed by dividing the NAVD 88
 FS0244.geopotential number by the normal gravity value computed on the
 FS0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0244.degrees latitude (g = 980.6199 gals.).
 FS0244
 FS0244.The modeled gravity was interpolated from observed gravity values.
 FS0244
 FS0244;                    North         East    Units  Estimated Accuracy
 FS0244;SPC NV E     - 8,107,230.      221,840.      MT  (+/- 180 meters Scaled)
 FS0244
 FS0244                          SUPERSEDED SURVEY CONTROL
 FS0244
 FS0244  NGVD 29 (??/??/92)  823.897  (m)         2703.07   (f) ADJ UNCH    1 2
 FS0244
 FS0244.Superseded values are not recommended for survey control.
 FS0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0244.See file dsdata.txt to determine how the superseded data were derived.
 FS0244
 FS0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV499537(NAD 83)
 FS0244_MARKER: DB = BENCH MARK DISK
 FS0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0244_SP_SET: CULVERT
 FS0244_STAMPING: B 302 1940
 FS0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0244
 FS0244  HISTORY     - Date     Condition        Report By
 FS0244  HISTORY     - 1940     MONUMENTED       CGS
 FS0244  HISTORY     - 1949     GOOD             NGS
 FS0244
 FS0244                          STATION DESCRIPTION
 FS0244
 FS0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0244'4.4 MI S FROM JEAN.
 FS0244'4.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0244'AT JEAN, AT A DOUBLE CONCRETE PIPE CULVERT 296.65, IN THE TOP OF
 FS0244'THE NORTH END OF THE WEST CONCRETE HEAD WALL, 8.0 FEET WEST
 FS0244'OF THE WEST RAIL OF A SIDETRACK, AND ABOUT 1 FOOT LOWER THAN
 FS0244'THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0505 ***********************************************************************
 GR0505  DESIGNATION -  B 303
 GR0505  PID         -  GR0505
 GR0505  STATE/COUNTY-  NV/CLARK
 GR0505  USGS QUAD   -  BOULDER CANYON (1983)
 GR0505
 GR0505                         *CURRENT SURVEY CONTROL
 GR0505  ___________________________________________________________________
 GR0505* NAD 83(1986)-  36 10 24.     (N)    114 33 14.     (W)     SCALED    
 GR0505* NAVD 88     -       367.860  (meters)    1206.89   (feet)  POSTED    
 GR0505  ___________________________________________________________________
 GR0505  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 GR0505  DYNAMIC HT  -         367.510 (meters)    1205.74  (feet)  COMP
 GR0505  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 GR0505
 GR0505  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0505
 GR0505.The horizontal coordinates were scaled from a topographic map and have
 GR0505.an estimated accuracy of +/- 6 seconds.
 GR0505
 GR0505.The orthometric height was determined by differential leveling
 GR0505.and adjusted by the National Geodetic Survey in 1992..
 GR0505.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0505.rate of 0.0 thru 1.0 mm/km.
 GR0505
 GR0505.The geoid height was determined by GEOID03.
 GR0505
 GR0505.The dynamic height is computed by dividing the NAVD 88
 GR0505.geopotential number by the normal gravity value computed on the
 GR0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0505.degrees latitude (g = 980.6199 gals.).
 GR0505
 GR0505.The modeled gravity was interpolated from observed gravity values.
 GR0505
 GR0505;                    North         East    Units  Estimated Accuracy
 GR0505;SPC NV E     - 8,158,390.      292,610.      MT  (+/- 180 meters Scaled)
 GR0505
 GR0505                          SUPERSEDED SURVEY CONTROL
 GR0505
 GR0505  NGVD 29 (??/??/92)  367.178  (m)         1204.65   (f) ADJ UNCH    1 1
 GR0505
 GR0505.Superseded values are not recommended for survey control.
 GR0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0505.See file dsdata.txt to determine how the superseded data were derived.
 GR0505
 GR0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA199059(NAD 83)
 GR0505_MARKER: DB = BENCH MARK DISK
 GR0505_SETTING: 66 = SET IN ROCK OUTCROP
 GR0505_SP_SET: WHITE OUTCROP
 GR0505_STAMPING: B 303 1940
 GR0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0505+STABILITY: POSITION/ELEVATION WELL
 GR0505
 GR0505  HISTORY     - Date     Condition        Report By
 GR0505  HISTORY     - 1940     MONUMENTED       CGS
 GR0505  HISTORY     - 1950     GOOD             NGS
 GR0505  HISTORY     - 1963     GOOD             NGS
 GR0505
 GR0505                          STATION DESCRIPTION
 GR0505
 GR0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0505'IN MOUTH OF BOULDER WASH.
 GR0505'AT THE MOUTH OF BOULDER WASH, IN A WHITE OUTCROP AT THE BASE OF THE
 GR0505'SOUTH WALL OF THE WASH, ABOUT MIDWAY BETWEEN TWO CURVES IN THE WASH,
 GR0505'57 YARDS SOUTHWEST OF BENCH MARK A 303, 40 FEET SOUTH OF THE
 GR0505'APPROXIMATE CENTER OF THE WASH, ABOUT 5 FEET HIGHER THAN THE BED OF
 GR0505'THE WASH, AND MARKED BY THE WHITE PAINTED LETTERS BM.
 GR0505
 GR0505                          STATION RECOVERY (1963)
 GR0505
 GR0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0186 ***********************************************************************
 HP0186  DESIGNATION -  B 304
 HP0186  PID         -  HP0186
 HP0186  STATE/COUNTY-  NV/LINCOLN
 HP0186  USGS QUAD   -  LOWER PAHRANAGAT LAKE (1969)
 HP0186
 HP0186                         *CURRENT SURVEY CONTROL
 HP0186  ___________________________________________________________________
 HP0186* NAD 83(1986)-  37 11 34.     (N)    115 04 49.     (W)     SCALED    
 HP0186* NAVD 88     -      1012.459  (meters)    3321.71   (feet)  ADJUSTED  
 HP0186  ___________________________________________________________________
 HP0186  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 HP0186  DYNAMIC HT  -        1011.399 (meters)    3318.23  (feet)  COMP
 HP0186  MODELED GRAV-     979,550.1   (mgal)                       NAVD 88
 HP0186
 HP0186  VERT ORDER  -  SECOND    CLASS 0
 HP0186
 HP0186.The horizontal coordinates were scaled from a topographic map and have
 HP0186.an estimated accuracy of +/- 6 seconds.
 HP0186
 HP0186.The orthometric height was determined by differential leveling
 HP0186.and adjusted by the National Geodetic Survey in June 1991..
 HP0186
 HP0186.The geoid height was determined by GEOID03.
 HP0186
 HP0186.The dynamic height is computed by dividing the NAVD 88
 HP0186.geopotential number by the normal gravity value computed on the
 HP0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0186.degrees latitude (g = 980.6199 gals.).
 HP0186
 HP0186.The modeled gravity was interpolated from observed gravity values.
 HP0186
 HP0186;                    North         East    Units  Estimated Accuracy
 HP0186;SPC NV E     - 8,271,140.      244,660.      MT  (+/- 180 meters Scaled)
 HP0186
 HP0186                          SUPERSEDED SURVEY CONTROL
 HP0186
 HP0186  NGVD 29 (??/??/92) 1011.607  (m)         3318.91   (f) ADJ UNCH    2 0
 HP0186
 HP0186.Superseded values are not recommended for survey control.
 HP0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0186.See file dsdata.txt to determine how the superseded data were derived.
 HP0186
 HP0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB703179(NAD 83)
 HP0186_MARKER: DB = BENCH MARK DISK
 HP0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0186_STAMPING: B 304 1941
 HP0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0186+STABILITY: SURFACE MOTION
 HP0186
 HP0186  HISTORY     - Date     Condition        Report By
 HP0186  HISTORY     - 1941     MONUMENTED       CGS
 HP0186
 HP0186                          STATION DESCRIPTION
 HP0186
 HP0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0186'12.0 MI SE FROM ALAMO.
 HP0186'ABOUT 12.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0186'AT ALAMO, LINCOLN COUNTY, THENCE ABOUT 2.0 MILES SOUTH ALONG A ROAD
 HP0186'LEADING TO THE CROSSING OF U.S. HIGHWAY 95, ABOUT 1.0 MILE SOUTHWEST
 HP0186'OF A POINT WHERE THE ROAD LEAVES PAHRANAGAT VALLEY, AT THE SOUTHWEST
 HP0186'END OF A SMALL RIDGE, 38.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HP0186'AND 3.0 FEET SOUTH OF A TRIANGULAR CONCRETE POST PROJECTING ABOUT 2.0
 HP0186'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED B 304 1941 AND SET IN THE
 HP0186'TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0883 ***********************************************************************
 GR0883  DESIGNATION -  B 305
 GR0883  PID         -  GR0883
 GR0883  STATE/COUNTY-  NV/CLARK
 GR0883  USGS QUAD   -  BLACK HILLS NW (1973)
 GR0883
 GR0883                         *CURRENT SURVEY CONTROL
 GR0883  ___________________________________________________________________
 GR0883* NAD 83(1986)-  36 43 28.     (N)    115 27 08.     (W)     SCALED    
 GR0883* NAVD 88     -      1084.212  (meters)    3557.12   (feet)  ADJUSTED  
 GR0883  ___________________________________________________________________
 GR0883  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 GR0883  DYNAMIC HT  -        1083.047 (meters)    3553.30  (feet)  COMP
 GR0883  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 GR0883
 GR0883  VERT ORDER  -  SECOND    CLASS 0
 GR0883
 GR0883.The horizontal coordinates were scaled from a topographic map and have
 GR0883.an estimated accuracy of +/- 6 seconds.
 GR0883
 GR0883.The orthometric height was determined by differential leveling
 GR0883.and adjusted by the National Geodetic Survey in June 1991..
 GR0883
 GR0883.The geoid height was determined by GEOID03.
 GR0883
 GR0883.The dynamic height is computed by dividing the NAVD 88
 GR0883.geopotential number by the normal gravity value computed on the
 GR0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0883.degrees latitude (g = 980.6199 gals.).
 GR0883
 GR0883.The modeled gravity was interpolated from observed gravity values.
 GR0883
 GR0883;                    North         East    Units  Estimated Accuracy
 GR0883;SPC NV E     - 8,219,060.      211,710.      MT  (+/- 180 meters Scaled)
 GR0883
 GR0883                          SUPERSEDED SURVEY CONTROL
 GR0883
 GR0883  NGVD 29 (??/??/92) 1083.384  (m)         3554.40   (f) ADJ UNCH    2 0
 GR0883
 GR0883.Superseded values are not recommended for survey control.
 GR0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0883.See file dsdata.txt to determine how the superseded data were derived.
 GR0883
 GR0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA382654(NAD 83)
 GR0883_MARKER: DB = BENCH MARK DISK
 GR0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0883_SP_SET: CONCRETE POST
 GR0883_STAMPING: B 305 1941
 GR0883_MARK LOGO: CGS   
 GR0883_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0883+STABILITY: SURFACE MOTION
 GR0883
 GR0883  HISTORY     - Date     Condition        Report By
 GR0883  HISTORY     - 1941     MONUMENTED       CGS
 GR0883  HISTORY     - 1973     GOOD             USGS
 GR0883  HISTORY     - 19920623 GOOD             LOCENG
 GR0883
 GR0883                          STATION DESCRIPTION
 GR0883
 GR0883'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR0883'23.5 MI NE FROM INDIAN SPRINGS.
 GR0883'ABOUT 6.6 MI SE ALONG US HWY 95 FROM THE POST OFFICE AT INDIAN SPRINGS
 GR0883'TO RD JCT LEADING NE, THENCE 1.3 MI NE TO JCT OF TRACK RD ALONG NE
 GR0883'SIDE OF DISMANTLED RR, THENCE 1.0 MI ESE ALONG TRACK RD, THENCE 1.7 MI
 GR0883'NE ALONG TRACK RD TO LINE OF WRECKED VEHICLES AT SW EDGE OF DRY LAKE,
 GR0883'THENCE 4.9 MI NNE ACROSS COUNTRY ON DRY LAKE BED TO AN ABANDONED TRACK
 GR0883'RD AT NW EDGE OF DRY LAKE, THENCE 2.0 MI NORTH ALONG ABANDONED TRACK
 GR0883'RD TO JCT WITH BLADED GRAVEL RD, THENCE 6.0 MI NNE ALONG BLADED GRAVEL
 GR0883'RD, 32 FT WEST OF THE C/L OF THE RD, 3.5 FT EAST OF A WOODEN POST
 GR0883'STENCILED USBM PROJECTING 2 FT AND 0.2 FT BELOW THE RD. A STD DISK
 GR0883'STAMPED B 305 1941 SET IN TOP OF A CONCRETE POST PROJECTING 0.6 FT.
 GR0883'NOTE-- MARK LIES WITHIN THE BOUNDARY OF NELLIS AIR FORCE RANGE.
 GR0883
 GR0883                          STATION RECOVERY (1992)
 GR0883
 GR0883'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 GR0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1374 ***********************************************************************
 KR1374  DESIGNATION -  B 306
 KR1374  PID         -  KR1374
 KR1374  STATE/COUNTY-  NV/WASHOE
 KR1374  USGS QUAD   -  VERDI (1982)
 KR1374
 KR1374                         *CURRENT SURVEY CONTROL
 KR1374  ___________________________________________________________________
 KR1374* NAD 83(1986)-  39 31 05.     (N)    119 57 33.     (W)     SCALED    
 KR1374* NAVD 88     -      1461.839  (meters)    4796.05   (feet)  ADJUSTED  
 KR1374  ___________________________________________________________________
 KR1374  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 KR1374  DYNAMIC HT  -        1460.447 (meters)    4791.48  (feet)  COMP
 KR1374  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 KR1374
 KR1374  VERT ORDER  -  FIRST     CLASS I
 KR1374
 KR1374.The horizontal coordinates were scaled from a topographic map and have
 KR1374.an estimated accuracy of +/- 6 seconds.
 KR1374
 KR1374.The orthometric height was determined by differential leveling
 KR1374.and adjusted by the National Geodetic Survey in June 1991..
 KR1374
 KR1374.The geoid height was determined by GEOID03.
 KR1374
 KR1374.The dynamic height is computed by dividing the NAVD 88
 KR1374.geopotential number by the normal gravity value computed on the
 KR1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1374.degrees latitude (g = 980.6199 gals.).
 KR1374
 KR1374.The modeled gravity was interpolated from observed gravity values.
 KR1374
 KR1374;                    North         East    Units  Estimated Accuracy
 KR1374;SPC NV W     - 4,530,010.      681,700.      MT  (+/- 180 meters Scaled)
 KR1374
 KR1374                          SUPERSEDED SURVEY CONTROL
 KR1374
 KR1374  NGVD 29 (??/??/92) 1460.672  (m)         4792.22   (f) ADJ UNCH    1 1
 KR1374
 KR1374.Superseded values are not recommended for survey control.
 KR1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1374.See file dsdata.txt to determine how the superseded data were derived.
 KR1374
 KR1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD456784(NAD 83)
 KR1374_MARKER: DB = BENCH MARK DISK
 KR1374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1374_SP_SET: ABUTMENT
 KR1374_STAMPING: B 306 1947
 KR1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1374
 KR1374  HISTORY     - Date     Condition        Report By
 KR1374  HISTORY     - 1947     MONUMENTED       CGS
 KR1374  HISTORY     - 1969     GOOD             NGS
 KR1374
 KR1374                          STATION DESCRIPTION
 KR1374
 KR1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1374'1.65 MI E FROM VERDI.
 KR1374'1.65 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1374'CROSSING OF BRIDGE STREET AT VERDI, 0.05 MILE WEST OF THE CROSSING OF
 KR1374'A PRIVATE DIRT ROAD, IN THE TOP AND 1.2 FEET NORTH OF THE SOUTH END OF
 KR1374'THE EAST CONCRETE ABUTMENT OF A BRIDGE OVER THE TRUCKEE RIVER, 7.3
 KR1374'FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK, AND ABOUT LEVEL
 KR1374'WITH THE TRACK.  SEC 16, T19N, R18E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1349 ***********************************************************************
 KR1349  DESIGNATION -  B 307
 KR1349  PID         -  KR1349
 KR1349  STATE/COUNTY-  NV/WASHOE
 KR1349  USGS QUAD   -  RENO (1982)
 KR1349
 KR1349                         *CURRENT SURVEY CONTROL
 KR1349  ___________________________________________________________________
 KR1349* NAD 83(1986)-  39 32 27.     (N)    119 48 29.     (W)     SCALED    
 KR1349* NAVD 88     -      1376.255  (meters)    4515.26   (feet)  ADJUSTED  
 KR1349  ___________________________________________________________________
 KR1349  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KR1349  DYNAMIC HT  -        1375.008 (meters)    4511.17  (feet)  COMP
 KR1349  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 KR1349
 KR1349  VERT ORDER  -  FIRST     CLASS II
 KR1349
 KR1349.The horizontal coordinates were scaled from a topographic map and have
 KR1349.an estimated accuracy of +/- 6 seconds.
 KR1349
 KR1349.The orthometric height was determined by differential leveling
 KR1349.and adjusted by the National Geodetic Survey in June 1991..
 KR1349
 KR1349.The geoid height was determined by GEOID03.
 KR1349
 KR1349.The dynamic height is computed by dividing the NAVD 88
 KR1349.geopotential number by the normal gravity value computed on the
 KR1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1349.degrees latitude (g = 980.6199 gals.).
 KR1349
 KR1349.The modeled gravity was interpolated from observed gravity values.
 KR1349
 KR1349;                    North         East    Units  Estimated Accuracy
 KR1349;SPC NV W     - 4,532,350.      694,730.      MT  (+/- 180 meters Scaled)
 KR1349
 KR1349                          SUPERSEDED SURVEY CONTROL
 KR1349
 KR1349  NGVD 29 (??/??/92) 1375.186  (m)         4511.76   (f) ADJ UNCH    1 2
 KR1349
 KR1349.Superseded values are not recommended for survey control.
 KR1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1349.See file dsdata.txt to determine how the superseded data were derived.
 KR1349
 KR1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD586805(NAD 83)
 KR1349_MARKER: DB = BENCH MARK DISK
 KR1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1349_STAMPING: B 307 1947
 KR1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1349+STABILITY: SURFACE MOTION
 KR1349
 KR1349  HISTORY     - Date     Condition        Report By
 KR1349  HISTORY     - 1947     MONUMENTED       CGS
 KR1349  HISTORY     - 20030906 MARK NOT FOUND   USPSQD
 KR1349
 KR1349                          STATION DESCRIPTION
 KR1349
 KR1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KR1349'IN RENO.
 KR1349'AT RENO, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF VALLEY ROAD
 KR1349'AND HIGHLAND AVENUE, 83.0 FEET SOUTH OF THE CENTER LINE OF HIGHLAND
 KR1349'AVENUE, 21.0 FEET WEST OF THE CENTER LINE OF VALLEY ROAD, 2.0 FEET
 KR1349'NORTH OF A POWER POLE, 1.4 FEET WEST OF THE WEST SIDE OF THE WEST
 KR1349'CONCRETE CURB OF VALLEY ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH
 KR1349'WITH THE GROUND AND CURB.
 KR1349
 KR1349                          STATION RECOVERY (2003)
 KR1349
 KR1349'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 KR1349'INTERSECTION HAS BEEN REALIGNED. STATION IS PROBABLY DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0108 ***********************************************************************
 KP0108  DESIGNATION -  B 31
 KP0108  PID         -  KP0108
 KP0108  STATE/COUNTY-  NV/WHITE PINE
 KP0108  USGS QUAD   -  BORCHERT SPRING (1982)
 KP0108
 KP0108                         *CURRENT SURVEY CONTROL
 KP0108  ___________________________________________________________________
 KP0108* NAD 83(1986)-  39 47 47.     (N)    114 49 17.     (W)     SCALED    
 KP0108* NAVD 88     -      1802.331  (meters)    5913.15   (feet)  ADJUSTED  
 KP0108  ___________________________________________________________________
 KP0108  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 KP0108  DYNAMIC HT  -        1800.508 (meters)    5907.17  (feet)  COMP
 KP0108  MODELED GRAV-     979,551.6   (mgal)                       NAVD 88
 KP0108
 KP0108  VERT ORDER  -  FIRST     CLASS II
 KP0108
 KP0108.The horizontal coordinates were scaled from a topographic map and have
 KP0108.an estimated accuracy of +/- 6 seconds.
 KP0108
 KP0108.The orthometric height was determined by differential leveling
 KP0108.and adjusted by the National Geodetic Survey in June 1991..
 KP0108
 KP0108.The geoid height was determined by GEOID03.
 KP0108
 KP0108.The dynamic height is computed by dividing the NAVD 88
 KP0108.geopotential number by the normal gravity value computed on the
 KP0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0108.degrees latitude (g = 980.6199 gals.).
 KP0108
 KP0108.The modeled gravity was interpolated from observed gravity values.
 KP0108
 KP0108;                    North         East    Units  Estimated Accuracy
 KP0108;SPC NV E     - 8,560,290.      265,250.      MT  (+/- 180 meters Scaled)
 KP0108
 KP0108                          SUPERSEDED SURVEY CONTROL
 KP0108
 KP0108  NGVD 29 (??/??/92) 1801.106  (m)         5909.13   (f) ADJ UNCH    1 2
 KP0108
 KP0108.Superseded values are not recommended for survey control.
 KP0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0108.See file dsdata.txt to determine how the superseded data were derived.
 KP0108
 KP0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE865074(NAD 83)
 KP0108_MARKER: DB = BENCH MARK DISK
 KP0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0108_STAMPING: 5909.129 B 31 1933
 KP0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0108+STABILITY: SURFACE MOTION
 KP0108
 KP0108  HISTORY     - Date     Condition        Report By
 KP0108  HISTORY     - 1933     MONUMENTED       CGS
 KP0108  HISTORY     - 1934     GOOD             NGS
 KP0108
 KP0108                          STATION DESCRIPTION
 KP0108
 KP0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0108'6.7 MI S FROM CHERRY CREEK.
 KP0108'ABOUT 6.7 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM THE
 KP0108'STATION AT CHERRY CREEK, WHITE PINE COUNTY, ABOUT 1.5 MILES SOUTH OF
 KP0108'THE SIDING AT RAY, 5 FEET SOUTHEAST OF MILEPOST 98, AND 44 FEET
 KP0108'SOUTHWEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 KP0108'5909.129 B 31 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KP0108'ABOUT 1 FOOT ABOVE GROUND.
 KP0108
 KP0108                          STATION RECOVERY (1934)
 KP0108
 KP0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0811 ***********************************************************************
 GR0811  DESIGNATION -  B 311
 GR0811  PID         -  GR0811
 GR0811  STATE/COUNTY-  NV/LINCOLN
 GR0811  USGS QUAD   -  WILDCAT WASH NW (1969)
 GR0811
 GR0811                         *CURRENT SURVEY CONTROL
 GR0811  ___________________________________________________________________
 GR0811* NAD 83(1986)-  36 57 23.     (N)    114 55 29.     (W)     SCALED    
 GR0811* NAVD 88     -       801.021  (meters)    2628.02   (feet)  ADJUSTED  
 GR0811  ___________________________________________________________________
 GR0811  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 GR0811  DYNAMIC HT  -         800.222 (meters)    2625.39  (feet)  COMP
 GR0811  MODELED GRAV-     979,607.8   (mgal)                       NAVD 88
 GR0811
 GR0811  VERT ORDER  -  SECOND    CLASS 0
 GR0811
 GR0811.The horizontal coordinates were scaled from a topographic map and have
 GR0811.an estimated accuracy of +/- 6 seconds.
 GR0811
 GR0811.The orthometric height was determined by differential leveling
 GR0811.and adjusted by the National Geodetic Survey in June 1991..
 GR0811
 GR0811.The geoid height was determined by GEOID03.
 GR0811
 GR0811.The dynamic height is computed by dividing the NAVD 88
 GR0811.geopotential number by the normal gravity value computed on the
 GR0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0811.degrees latitude (g = 980.6199 gals.).
 GR0811
 GR0811.The modeled gravity was interpolated from observed gravity values.
 GR0811
 GR0811;                    North         East    Units  Estimated Accuracy
 GR0811;SPC NV E     - 8,244,990.      258,650.      MT  (+/- 180 meters Scaled)
 GR0811
 GR0811                          SUPERSEDED SURVEY CONTROL
 GR0811
 GR0811  NGVD 29 (??/??/92)  800.285  (m)         2625.60   (f) ADJ UNCH    2 0
 GR0811
 GR0811.Superseded values are not recommended for survey control.
 GR0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0811.See file dsdata.txt to determine how the superseded data were derived.
 GR0811
 GR0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA847920(NAD 83)
 GR0811_MARKER: DB = BENCH MARK DISK
 GR0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0811_STAMPING: B 311 1941
 GR0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0811+STABILITY: SURFACE MOTION
 GR0811
 GR0811  HISTORY     - Date     Condition        Report By
 GR0811  HISTORY     - 1941     MONUMENTED       CGS
 GR0811  HISTORY     - 1969     GOOD             USGS
 GR0811
 GR0811                          STATION DESCRIPTION
 GR0811
 GR0811'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GR0811'28.0 MI NW FROM MOAPA.
 GR0811'IN LINCOLN CO., 28.0 MILES NW ALONG US HIGHWAY 93 FROM THE OVERPASS AT
 GR0811'MOAPA.  19.4 MILES NORTHWEST ALONG NEVADA HIGHWAY 7 FROM THE STANDARD
 GR0811'STATION AT GLENDALE, CLARK COUNTY, THENCE 12.0 MILES NORTH ALONG OLD
 GR0811'US HIGHWAY 93, ABOUT 7.7 MILES NORTH OF LINCOLN-CLARK COUNTY LINE, 2.3
 GR0811'MILES SOUTH OF KANE SPRING WASH, 60 FT. NORTHEAST OF THE CENTER LINE
 GR0811'OF THE OLD HIGHWAY, 3 FT WEST OF A TRIANGULAR CONCRETE POST PROJECTING
 GR0811'2 FT. ABOVE GROUND, AND 2 FT. HIGHER THAN THE OLD HIGHWAY. A STANDARD
 GR0811'DISK STAMPED B 311 1941 AND SET IN THE TOP OF A CONCRETE POST
 GR0811'PROJECTING ABOUT 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0163 ***********************************************************************
 HP0163  DESIGNATION -  B 312
 HP0163  PID         -  HP0163
 HP0163  STATE/COUNTY-  NV/LINCOLN
 HP0163  USGS QUAD   -  LOWER PAHRANAGAT LAKE (1969)
 HP0163
 HP0163                         *CURRENT SURVEY CONTROL
 HP0163  ___________________________________________________________________
 HP0163* NAD 83(1986)-  37 14 11.     (N)    115 05 44.     (W)     SCALED    
 HP0163* NAVD 88     -       976.014  (meters)    3202.14   (feet)  ADJUSTED  
 HP0163  ___________________________________________________________________
 HP0163  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 HP0163  DYNAMIC HT  -         974.996 (meters)    3198.80  (feet)  COMP
 HP0163  MODELED GRAV-     979,555.6   (mgal)                       NAVD 88
 HP0163
 HP0163  VERT ORDER  -  SECOND    CLASS 0
 HP0163
 HP0163.The horizontal coordinates were scaled from a topographic map and have
 HP0163.an estimated accuracy of +/- 6 seconds.
 HP0163
 HP0163.The orthometric height was determined by differential leveling
 HP0163.and adjusted by the National Geodetic Survey in June 1991..
 HP0163
 HP0163.The geoid height was determined by GEOID03.
 HP0163
 HP0163.The dynamic height is computed by dividing the NAVD 88
 HP0163.geopotential number by the normal gravity value computed on the
 HP0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0163.degrees latitude (g = 980.6199 gals.).
 HP0163
 HP0163.The modeled gravity was interpolated from observed gravity values.
 HP0163
 HP0163;                    North         East    Units  Estimated Accuracy
 HP0163;SPC NV E     - 8,275,970.      243,280.      MT  (+/- 180 meters Scaled)
 HP0163
 HP0163                          SUPERSEDED SURVEY CONTROL
 HP0163
 HP0163  NGVD 29 (??/??/92)  975.163  (m)         3199.35   (f) ADJ UNCH    2 0
 HP0163
 HP0163.Superseded values are not recommended for survey control.
 HP0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0163.See file dsdata.txt to determine how the superseded data were derived.
 HP0163
 HP0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB689227(NAD 83)
 HP0163_MARKER: DB = BENCH MARK DISK
 HP0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0163_STAMPING: B 312 1941
 HP0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0163+STABILITY: SURFACE MOTION
 HP0163
 HP0163  HISTORY     - Date     Condition        Report By
 HP0163  HISTORY     - 1941     MONUMENTED       CGS
 HP0163
 HP0163                          STATION DESCRIPTION
 HP0163
 HP0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0163'10.4 MI SE FROM ALAMO.
 HP0163'ABOUT 10.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0163'AT ALAMO, LINCOLN COUNTY, ON THE NORTHWEST END OF A KNOLL, 49.0 FEET
 HP0163'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF THE
 HP0163'RIGHT-OF-WAY FENCE, 2.5 FEET SOUTHEAST OF A WHITE WOODEN POST
 HP0163'STENCILED U.S.B.M. AND PROJECTING ABOUT 1.6 FEET ABOVE GROUND, AND
 HP0163'ABOUT 3.0 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B
 HP0163'312 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4
 HP0163'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0138 ***********************************************************************
 HP0138  DESIGNATION -  B 313
 HP0138  PID         -  HP0138
 HP0138  STATE/COUNTY-  NV/LINCOLN
 HP0138  USGS QUAD   -  HIKO (1973)
 HP0138
 HP0138                         *CURRENT SURVEY CONTROL
 HP0138  ___________________________________________________________________
 HP0138* NAD 83(1986)-  37 31 08.     (N)    115 13 01.     (W)     SCALED    
 HP0138* NAVD 88     -      1145.809  (meters)    3759.21   (feet)  ADJUSTED  
 HP0138  ___________________________________________________________________
 HP0138  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 HP0138  DYNAMIC HT  -        1144.598 (meters)    3755.24  (feet)  COMP
 HP0138  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 HP0138
 HP0138  VERT ORDER  -  SECOND    CLASS 0
 HP0138
 HP0138.The horizontal coordinates were scaled from a topographic map and have
 HP0138.an estimated accuracy of +/- 6 seconds.
 HP0138
 HP0138.The orthometric height was determined by differential leveling
 HP0138.and adjusted by the National Geodetic Survey in June 1991..
 HP0138
 HP0138.The geoid height was determined by GEOID03.
 HP0138
 HP0138.The dynamic height is computed by dividing the NAVD 88
 HP0138.geopotential number by the normal gravity value computed on the
 HP0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0138.degrees latitude (g = 980.6199 gals.).
 HP0138
 HP0138.The modeled gravity was interpolated from observed gravity values.
 HP0138
 HP0138;                    North         East    Units  Estimated Accuracy
 HP0138;SPC NV E     - 8,307,270.      232,390.      MT  (+/- 180 meters Scaled)
 HP0138
 HP0138                          SUPERSEDED SURVEY CONTROL
 HP0138
 HP0138  NGVD 29 (??/??/92) 1144.882  (m)         3756.17   (f) ADJ UNCH    2 0
 HP0138
 HP0138.Superseded values are not recommended for survey control.
 HP0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0138.See file dsdata.txt to determine how the superseded data were derived.
 HP0138
 HP0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB575539(NAD 83)
 HP0138_MARKER: DB = BENCH MARK DISK
 HP0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0138_STAMPING: B 313 1941
 HP0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0138+STABILITY: SURFACE MOTION
 HP0138
 HP0138  HISTORY     - Date     Condition        Report By
 HP0138  HISTORY     - 1941     MONUMENTED       CGS
 HP0138
 HP0138                          STATION DESCRIPTION
 HP0138
 HP0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0138'11.6 MI NW FROM ALAMO.
 HP0138'11.6 MILES NORTHWEST OF POST OFFICE TO REACH FROM POST OFFICE AT
 HP0138'ALAMO.  GO 11.6 MILES NORTHWESTERLY ALONG U.S. HIGHWAY NO. 93 TO THE
 HP0138'SITE OF BENCH MARK.  BENCH MARK IS 0.8 MILE SOUTHEAST OF JUNCTION OF
 HP0138'ROAD TO CRYSTAL SPRINGS, 61.0 FEET NORTHEAST OF THE CENTERLINE OF THE
 HP0138'HIGHWAY AND 15.0 FEET SOUTH OF THE SOUTH EDGE OF SMALL HILL.  IT IS
 HP0138'3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST PROJECTING 1.8 FEET AND
 HP0138'ABOUT LEVEL WITH TOP OF THE PAVEMENT.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0713 ***********************************************************************
 GR0713  DESIGNATION -  B 315
 GR0713  PID         -  GR0713
 GR0713  STATE/COUNTY-  NV/CLARK
 GR0713  USGS QUAD   -  UTE (1983)
 GR0713
 GR0713                         *CURRENT SURVEY CONTROL
 GR0713  ___________________________________________________________________
 GR0713* NAD 83(1986)-  36 37 03.     (N)    114 40 25.     (W)     SCALED    
 GR0713* NAVD 88     -       542.843  (meters)    1780.98   (feet)  ADJUSTED  
 GR0713  ___________________________________________________________________
 GR0713  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 GR0713  DYNAMIC HT  -         542.320 (meters)    1779.26  (feet)  COMP
 GR0713  MODELED GRAV-     979,650.7   (mgal)                       NAVD 88
 GR0713
 GR0713  VERT ORDER  -  FIRST     CLASS I
 GR0713
 GR0713.The horizontal coordinates were scaled from a topographic map and have
 GR0713.an estimated accuracy of +/- 6 seconds.
 GR0713
 GR0713.The orthometric height was determined by differential leveling
 GR0713.and adjusted by the National Geodetic Survey in June 1991..
 GR0713
 GR0713.The geoid height was determined by GEOID03.
 GR0713
 GR0713.The dynamic height is computed by dividing the NAVD 88
 GR0713.geopotential number by the normal gravity value computed on the
 GR0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0713.degrees latitude (g = 980.6199 gals.).
 GR0713
 GR0713.The modeled gravity was interpolated from observed gravity values.
 GR0713
 GR0713;                    North         East    Units  Estimated Accuracy
 GR0713;SPC NV E     - 8,207,570.      281,370.      MT  (+/- 180 meters Scaled)
 GR0713
 GR0713                          SUPERSEDED SURVEY CONTROL
 GR0713
 GR0713  NGVD 29 (??/??/92)  542.172  (m)         1778.78   (f) ADJ UNCH    1 1
 GR0713
 GR0713.Superseded values are not recommended for survey control.
 GR0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0713.See file dsdata.txt to determine how the superseded data were derived.
 GR0713
 GR0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA080549(NAD 83)
 GR0713_MARKER: DB = BENCH MARK DISK
 GR0713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0713_SP_SET: BUILDING
 GR0713_STAMPING: B 315 1949
 GR0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0713
 GR0713  HISTORY     - Date     Condition        Report By
 GR0713  HISTORY     - 1949     MONUMENTED       CGS
 GR0713  HISTORY     - 1963     GOOD             NGS
 GR0713  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0713
 GR0713                          STATION DESCRIPTION
 GR0713
 GR0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GR0713'4.9 MI SW FROM MOAPA.
 GR0713'4.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0713'AT MOAPA, AT BYRON SIDING, AT THE SECTION HOUSE, SET VERTICALLY IN THE
 GR0713'NORTHWEST CONCRETE FACE AT THE WEST CORNER, 94 FEET SOUTHEAST OF AND
 GR0713'ACROSS THE TRACKS FROM MILEPOLE 378, 46.4 FEET SOUTHEAST OF THE
 GR0713'SOUTHEAST RAIL, 1.0 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 GR0713'TRACK.
 GR0713
 GR0713                          STATION RECOVERY (1963)
 GR0713
 GR0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0713'RECOVERED IN GOOD CONDITION.
 GR0713
 GR0713                          STATION RECOVERY (1982)
 GR0713
 GR0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1294 ***********************************************************************
 KR1294  DESIGNATION -  B 316
 KR1294  PID         -  KR1294
 KR1294  STATE/COUNTY-  NV/WASHOE
 KR1294  USGS QUAD   -  VISTA (1982)
 KR1294
 KR1294                         *CURRENT SURVEY CONTROL
 KR1294  ___________________________________________________________________
 KR1294* NAD 83(1986)-  39 32 57.     (N)    119 44 01.     (W)     SCALED    
 KR1294* NAVD 88     -      1345.067  (meters)    4412.94   (feet)  ADJUSTED  
 KR1294  ___________________________________________________________________
 KR1294  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KR1294  DYNAMIC HT  -        1343.862 (meters)    4408.99  (feet)  COMP
 KR1294  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 KR1294
 KR1294  VERT ORDER  -  SECOND    CLASS 0
 KR1294
 KR1294.The horizontal coordinates were scaled from a topographic map and have
 KR1294.an estimated accuracy of +/- 6 seconds.
 KR1294
 KR1294.The orthometric height was determined by differential leveling
 KR1294.and adjusted by the National Geodetic Survey in June 1991..
 KR1294
 KR1294.The geoid height was determined by GEOID03.
 KR1294
 KR1294.The dynamic height is computed by dividing the NAVD 88
 KR1294.geopotential number by the normal gravity value computed on the
 KR1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1294.degrees latitude (g = 980.6199 gals.).
 KR1294
 KR1294.The modeled gravity was interpolated from observed gravity values.
 KR1294
 KR1294;                    North         East    Units  Estimated Accuracy
 KR1294;SPC NV W     - 4,533,190.      701,140.      MT  (+/- 180 meters Scaled)
 KR1294
 KR1294                          SUPERSEDED SURVEY CONTROL
 KR1294
 KR1294  NGVD 29 (??/??/92) 1344.008  (m)         4409.47   (f) ADJ UNCH    2 0
 KR1294
 KR1294.Superseded values are not recommended for survey control.
 KR1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1294.See file dsdata.txt to determine how the superseded data were derived.
 KR1294
 KR1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD651812(NAD 83)
 KR1294_MARKER: DB = BENCH MARK DISK
 KR1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1294_STAMPING: B 316 1951
 KR1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1294+STABILITY: SURFACE MOTION
 KR1294
 KR1294  HISTORY     - Date     Condition        Report By
 KR1294  HISTORY     - 1951     MONUMENTED       CGS
 KR1294
 KR1294                          STATION DESCRIPTION
 KR1294
 KR1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR1294'1.5 MI NE FROM SPARKS.
 KR1294'0.5 MILES NORTH ALONG STANFORD WAY FROM ITS INTERSECTION WITH U. S.
 KR1294'HIGHWAY 40 AT THE EAST EDGE OF SPARKS, THENCE 0.5 MILES EAST ALONG
 KR1294'PRATER WAY, THENCE 0.5 MILES NORTH ALONG NORTH TRUCKEE LANE, 107 1/2
 KR1294'FEET NORTH OF THE CENTER OF A BRIDGE OVER NORTH TRUCKEE DITCH, 21 FEET
 KR1294'EAST OF THE CENTER LINE OF NORTH TRUCKEE LANE, 4.2 FEET NORTH OF POWER
 KR1294'LINE POLE NO. 49436, 1.1 FEET WEST OF A WIRE FENCE, 1.7 FEET SOUTH OF
 KR1294'A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE LANE, AND SET IN THE TOP
 KR1294'OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0262 ***********************************************************************
 LS0262  DESIGNATION -  B 317
 LS0262  PID         -  LS0262
 LS0262  STATE/COUNTY-  NV/PERSHING
 LS0262  USGS QUAD   -  LOVELOCK (1987)
 LS0262
 LS0262                         *CURRENT SURVEY CONTROL
 LS0262  ___________________________________________________________________
 LS0262* NAD 83(1986)-  40 13 51.     (N)    118 27 53.     (W)     SCALED    
 LS0262* NAVD 88     -      1221.282  (meters)    4006.82   (feet)  ADJUSTED  
 LS0262  ___________________________________________________________________
 LS0262  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 LS0262  DYNAMIC HT  -        1220.298 (meters)    4003.59  (feet)  COMP
 LS0262  MODELED GRAV-     979,777.9   (mgal)                       NAVD 88
 LS0262
 LS0262  VERT ORDER  -  SECOND    CLASS 0
 LS0262
 LS0262.The horizontal coordinates were scaled from a topographic map and have
 LS0262.an estimated accuracy of +/- 6 seconds.
 LS0262
 LS0262.The orthometric height was determined by differential leveling
 LS0262.and adjusted by the National Geodetic Survey in June 1991..
 LS0262
 LS0262.The geoid height was determined by GEOID03.
 LS0262
 LS0262.The dynamic height is computed by dividing the NAVD 88
 LS0262.geopotential number by the normal gravity value computed on the
 LS0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0262.degrees latitude (g = 980.6199 gals.).
 LS0262
 LS0262.The modeled gravity was interpolated from observed gravity values.
 LS0262
 LS0262;                    North         East    Units  Estimated Accuracy
 LS0262;SPC NV W     - 4,608,250.      810,090.      MT  (+/- 180 meters Scaled)
 LS0262
 LS0262                          SUPERSEDED SURVEY CONTROL
 LS0262
 LS0262  NGVD 29 (??/??/92) 1220.324  (m)         4003.68   (f) ADJ UNCH    2 0
 LS0262
 LS0262.Superseded values are not recommended for survey control.
 LS0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0262.See file dsdata.txt to determine how the superseded data were derived.
 LS0262
 LS0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE753544(NAD 83)
 LS0262_MARKER: DB = BENCH MARK DISK
 LS0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0262_STAMPING: B 317 1951
 LS0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0262+STABILITY: SURFACE MOTION
 LS0262
 LS0262  HISTORY     - Date     Condition        Report By
 LS0262  HISTORY     - 1951     MONUMENTED       CGS
 LS0262  HISTORY     - 1983     MARK NOT FOUND   USGS
 LS0262
 LS0262                          STATION DESCRIPTION
 LS0262
 LS0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LS0262'4.1 MI N FROM LOVELOCK.
 LS0262'3.5 MILES NORTH ALONG CENTRAL STREET FROM THE COURTHOUSE IN LOVELOCK,
 LS0262'THENCE 0.6 MILES EAST ALONG A GRAVEL ROAD, NEAR THE JUNCTION OF THE
 LS0262'MAIN ROAD LEADING EAST AND WEST AND A TRACK ROAD LEADING NORTH TO A
 LS0262'FARM BUILDING, AT TWO LARGE COTTONWOOD TREES ON OPPOSITE SIDES OF THE
 LS0262'ROAD AND AT A SMALL LAKE SOUTH OF THE ROAD, 62 1/2 FEET SOUTHWEST OF
 LS0262'THE CENTER OF THE T JUNCTION, 43 FEET SOUTHWEST OF A 36-INCH
 LS0262'CORRUGATED METAL PIPE CULVERT ACROSS THE GRAVEL ROAD (FROM THE SOUTH
 LS0262'END), 26 1/2 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 28.5
 LS0262'FEET NORTHEAST OF THE SOUTH ONE OF TWO COTTONWOOD TREES, 2.5 WEST OF A
 LS0262'WITNESS POST, 1.5 FEET NORTH OF A OF A FENCE LINE, ABOUT ONE FOOT
 LS0262'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LS0262'0.4 FOOT ABOVE THE GROUND.
 LS0262
 LS0262                          STATION RECOVERY (1983)
 LS0262
 LS0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LS0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0032 ***********************************************************************
 MU0032  DESIGNATION -  B 318
 MU0032  PID         -  MU0032
 MU0032  STATE/COUNTY-  NV/ELKO
 MU0032  USGS QUAD   -  THE POINT (1971)
 MU0032
 MU0032                         *CURRENT SURVEY CONTROL
 MU0032  ___________________________________________________________________
 MU0032* NAD 83(1986)-  41 56 14.     (N)    116 08 02.     (W)     SCALED    
 MU0032* NAVD 88     -      1640.152  (meters)    5381.07   (feet)  ADJUSTED  
 MU0032  ___________________________________________________________________
 MU0032  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 MU0032  DYNAMIC HT  -        1638.957 (meters)    5377.14  (feet)  COMP
 MU0032  MODELED GRAV-     979,835.6   (mgal)                       NAVD 88
 MU0032
 MU0032  VERT ORDER  -  FIRST     CLASS II
 MU0032
 MU0032.The horizontal coordinates were scaled from a topographic map and have
 MU0032.an estimated accuracy of +/- 6 seconds.
 MU0032
 MU0032.The orthometric height was determined by differential leveling
 MU0032.and adjusted by the National Geodetic Survey in June 1991..
 MU0032
 MU0032.The geoid height was determined by GEOID03.
 MU0032
 MU0032.The dynamic height is computed by dividing the NAVD 88
 MU0032.geopotential number by the normal gravity value computed on the
 MU0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0032.degrees latitude (g = 980.6199 gals.).
 MU0032
 MU0032.The modeled gravity was interpolated from observed gravity values.
 MU0032
 MU0032;                    North         East    Units  Estimated Accuracy
 MU0032;SPC NV E     - 8,797,870.      154,350.      MT  (+/- 180 meters Scaled)
 MU0032
 MU0032                          SUPERSEDED SURVEY CONTROL
 MU0032
 MU0032  NGVD 29 (??/??/92) 1638.981  (m)         5377.22   (f) ADJ UNCH    1 2
 MU0032
 MU0032.Superseded values are not recommended for survey control.
 MU0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0032.See file dsdata.txt to determine how the superseded data were derived.
 MU0032
 MU0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG718431(NAD 83)
 MU0032_MARKER: DB = BENCH MARK DISK
 MU0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0032_SP_SET: CONCRETE POST
 MU0032_STAMPING: B-318
 MU0032_MARK LOGO: CGS   
 MU0032_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0032+STABILITY: SURFACE MOTION
 MU0032
 MU0032  HISTORY     - Date     Condition        Report By
 MU0032  HISTORY     - 1951     MONUMENTED       CGS
 MU0032  HISTORY     - 1970     GOOD             USGS
 MU0032  HISTORY     - 19840601 GOOD             NGS
 MU0032
 MU0032                          STATION DESCRIPTION
 MU0032
 MU0032'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 MU0032'2.6 MI W FROM OWYHEE.
 MU0032'FROM THE GRADE SCHOOL AT OWYHEE, 0.5 MILES SOUTHWEST ALONG STATE
 MU0032'HIGHWAY 11, THENCE 2.1 MILES WEST ALONG STATE HIGHWAY 11, 0.15 MILES
 MU0032'WEST OF THE INTERSECTION OF A NORTH AND SOUTH GRAVEL CROSS ROAD, 40
 MU0032'FEET SOUTHWEST OF THE SOUTH END OF A 3 FOOT PIPE CULVERT AT A CREEK
 MU0032'CROSSING, 2.4 FEET NORTH OF AN EAST AND WEST FENCE LINE, ABOUT 1 1/2
 MU0032'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MU0032'PROJECTING 0.4 FEET ABOVE THE GROUND.
 MU0032
 MU0032                          STATION RECOVERY (1984)
 MU0032
 MU0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0032'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 0.7 KM (0.45
 MU0032'MI) SOUTH ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE
 MU0032'3.2 KM (2.0 MI) WEST ALONG STATE HIGHWAY 11, 0.2 KM (0.15 MI) WEST OF
 MU0032'A CROSSROADS, 11.3 M (37 FT) SOUTH OF THE HIGHWAY CENTERLINE, 13.4 M
 MU0032'(44 FT) WEST OF A 36-INCH CORRUGATED METAL PIPE CULVERT AND 0.7 M (2.5
 MU0032'FT) NORTH OF THE RIGHT OF WAY FENCE.  A DISK SET INTO THE TOP OF A
 MU0032'CONCRETE POST FLUSH WITH THE GROUND.  0.6 M BELOW THE HIGHWAY.  0.6 M
 MU0032'EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0571 ***********************************************************************
 MT0571  DESIGNATION -  B 319
 MT0571  PID         -  MT0571
 MT0571  STATE/COUNTY-  NV/ELKO
 MT0571  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0571
 MT0571                         *CURRENT SURVEY CONTROL
 MT0571  ___________________________________________________________________
 MT0571* NAD 83(1986)-  41 49 28.     (N)    115 53 53.     (W)     SCALED    
 MT0571* NAVD 88     -      1810.376  (meters)    5939.54   (feet)  ADJUSTED  
 MT0571  ___________________________________________________________________
 MT0571  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 MT0571  DYNAMIC HT  -        1808.975 (meters)    5934.95  (feet)  COMP
 MT0571  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 MT0571
 MT0571  VERT ORDER  -  SECOND    CLASS 0
 MT0571
 MT0571.The horizontal coordinates were scaled from a topographic map and have
 MT0571.an estimated accuracy of +/- 6 seconds.
 MT0571
 MT0571.The orthometric height was determined by differential leveling
 MT0571.and adjusted by the National Geodetic Survey in June 1991..
 MT0571
 MT0571.The geoid height was determined by GEOID03.
 MT0571
 MT0571.The dynamic height is computed by dividing the NAVD 88
 MT0571.geopotential number by the normal gravity value computed on the
 MT0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0571.degrees latitude (g = 980.6199 gals.).
 MT0571
 MT0571.The modeled gravity was interpolated from observed gravity values.
 MT0571
 MT0571;                    North         East    Units  Estimated Accuracy
 MT0571;SPC NV E     - 8,785,250.      173,860.      MT  (+/- 180 meters Scaled)
 MT0571
 MT0571                          SUPERSEDED SURVEY CONTROL
 MT0571
 MT0571  NGVD 29 (??/??/92) 1809.150  (m)         5935.52   (f) ADJ UNCH    2 0
 MT0571
 MT0571.Superseded values are not recommended for survey control.
 MT0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0571.See file dsdata.txt to determine how the superseded data were derived.
 MT0571
 MT0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG915308(NAD 83)
 MT0571_MARKER: DB = BENCH MARK DISK
 MT0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0571_STAMPING: B 319 1951
 MT0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0571+STABILITY: SURFACE MOTION
 MT0571
 MT0571  HISTORY     - Date     Condition        Report By
 MT0571  HISTORY     - 1951     MONUMENTED       CGS
 MT0571
 MT0571                          STATION DESCRIPTION
 MT0571
 MT0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0571'4.7 MI SE FROM MOUNTAIN CITY.
 MT0571'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0571'MOUNTAIN CITY, THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, AT A RANCH
 MT0571'HOUSE, 67 FEET NORTH OF THE CENTER LINE OF A ROAD AT THE JUNCTION OF
 MT0571'THE DRIVEWAY LEADING TO THE HOUSE, 15.5 FEET SOUTHEAST OF THE
 MT0571'SOUTHEAST CORNER OF THE HOUSE, 12 FEET WEST OF THE CENTER LINE OF THE
 MT0571'DRIVEWAY TO THE HOUSE, 2.8 FEET SOUTH OF THE FENCE AROUND THE HOUSE,
 MT0571'1.7 FEET EAST OF A WITNESS POST, ABOUT ONE FOOT HIGHER THAN THE ROAD,
 MT0571'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE THE
 MT0571'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0091 ***********************************************************************
 KP0091  DESIGNATION -  B 32
 KP0091  PID         -  KP0091
 KP0091  STATE/COUNTY-  NV/WHITE PINE
 KP0091  USGS QUAD   -  ELY (1978)
 KP0091
 KP0091                         *CURRENT SURVEY CONTROL
 KP0091  ___________________________________________________________________
 KP0091* NAD 83(1986)-  39 13 36.     (N)    114 54 13.     (W)     SCALED    
 KP0091* NAVD 88     -      2033.747  (meters)    6672.38   (feet)  ADJUSTED  
 KP0091  ___________________________________________________________________
 KP0091  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 KP0091  DYNAMIC HT  -        2031.543 (meters)    6665.15  (feet)  COMP
 KP0091  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 KP0091
 KP0091  VERT ORDER  -  FIRST     CLASS II
 KP0091
 KP0091.The horizontal coordinates were scaled from a topographic map and have
 KP0091.an estimated accuracy of +/- 6 seconds.
 KP0091
 KP0091.The orthometric height was determined by differential leveling
 KP0091.and adjusted by the National Geodetic Survey in June 1991..
 KP0091
 KP0091.The geoid height was determined by GEOID03.
 KP0091
 KP0091.The dynamic height is computed by dividing the NAVD 88
 KP0091.geopotential number by the normal gravity value computed on the
 KP0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0091.degrees latitude (g = 980.6199 gals.).
 KP0091
 KP0091.The modeled gravity was interpolated from observed gravity values.
 KP0091
 KP0091;                    North         East    Units  Estimated Accuracy
 KP0091;SPC NV E     - 8,496,980.      258,690.      MT  (+/- 180 meters Scaled)
 KP0091
 KP0091                          SUPERSEDED SURVEY CONTROL
 KP0091
 KP0091  NGVD 29 (??/??/92) 2032.479  (m)         6668.22   (f) ADJ UNCH    1 2
 KP0091
 KP0091.Superseded values are not recommended for survey control.
 KP0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0091.See file dsdata.txt to determine how the superseded data were derived.
 KP0091
 KP0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD809440(NAD 83)
 KP0091_MARKER: DB = BENCH MARK DISK
 KP0091_SETTING: 66 = SET IN ROCK OUTCROP
 KP0091_SP_SET: ROCK OUTCROP
 KP0091_STAMPING: 6668.225 B 32 1933
 KP0091_MARK LOGO: CGS   
 KP0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0091+STABILITY: POSITION/ELEVATION WELL
 KP0091
 KP0091  HISTORY     - Date     Condition        Report By
 KP0091  HISTORY     - 1933     MONUMENTED       CGS
 KP0091  HISTORY     - 1934     GOOD             NGS
 KP0091  HISTORY     - 1984     GOOD             NGS
 KP0091
 KP0091                          STATION DESCRIPTION
 KP0091
 KP0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0091'1.6 MI SW FROM ELY.
 KP0091'ABOUT 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE CITY HALL AT
 KP0091'ELY, WHITE PINE COUNTY, ABOUT 135 FEET NORTHWEST OF THE CENTER LINE OF
 KP0091'THE HIGHWAY, IN THE TOP OF A LIMESTONE OUTCROP, AND ABOUT 3 FEET
 KP0091'HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED 6668.225 B 32 1933.
 KP0091
 KP0091                          STATION RECOVERY (1934)
 KP0091
 KP0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0091'RECOVERED IN GOOD CONDITION.
 KP0091
 KP0091                          STATION RECOVERY (1984)
 KP0091
 KP0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0091'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 KP0091'3.8 KM (2.4 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 KP0091'HIGHWAY 93 AT ELY, IN TOP OF THE SOUTH EDGE OF A MASSIVE PILLAR (MURRY
 KP0091'ROCK) OF LIMESTONE OUTCROP PROJECTING 40 FEET ABOVE THE SURFACE OF THE
 KP0091'GROUND, IN THE MIDDLE OF THE CANYON FLOOR, 0.95 KM (0.6 MI) SOUTHWEST
 KP0091'OF THE Y JUNCTION OF MILL STREET, 0.6 KM (0.4 MI) SOUTHWEST OF
 KP0091'MILEPOST 36, 82.6 METERS (271 FT) NORTH OF THE HIGHWAY CENTERLINE,
 KP0091'9.7 METERS (32 FT) EAST OF THE WEST END OF THE OUTCROP AND 0.6 METER
 KP0091'(2 FT) ABOVE THE BASE OF THE OUTCROP.
 KP0091'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 KP0091'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0854 ***********************************************************************
 KR0854  DESIGNATION -  B 320
 KR0854  PID         -  KR0854
 KR0854  STATE/COUNTY-  NV/LYON
 KR0854  USGS QUAD   -  MASON BUTTE (1993)
 KR0854
 KR0854                         *CURRENT SURVEY CONTROL
 KR0854  ___________________________________________________________________
 KR0854* NAD 83(1986)-  39 06 48.     (N)    119 10 50.     (W)     SCALED    
 KR0854* NAVD 88     -      1315.90   (+/-2cm)    4317.2    (feet)  VERTCON   
 KR0854  ___________________________________________________________________
 KR0854  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 KR0854
 KR0854  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0854
 KR0854.The horizontal coordinates were scaled from a topographic map and have
 KR0854.an estimated accuracy of +/- 6 seconds.
 KR0854
 KR0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0854.The vertical order pertains to the NGVD 29 superseded value.
 KR0854
 KR0854.The geoid height was determined by GEOID03.
 KR0854
 KR0854;                    North         East    Units  Estimated Accuracy
 KR0854;SPC NV W     - 4,484,350.      748,350.      MT  (+/- 180 meters Scaled)
 KR0854
 KR0854                          SUPERSEDED SURVEY CONTROL
 KR0854
 KR0854  NGVD 29 (??/??/92) 1314.901  (m)         4313.97   (f) ADJ UNCH    2 0
 KR0854
 KR0854.Superseded values are not recommended for survey control.
 KR0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0854.See file dsdata.txt to determine how the superseded data were derived.
 KR0854
 KR0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD114316(NAD 83)
 KR0854_MARKER: DB = BENCH MARK DISK
 KR0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0854_STAMPING: B 320 1951
 KR0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0854+STABILITY: SURFACE MOTION
 KR0854
 KR0854  HISTORY     - Date     Condition        Report By
 KR0854  HISTORY     - 1951     MONUMENTED       CGS
 KR0854  HISTORY     - 1970     GOOD             NGS
 KR0854
 KR0854                          STATION DESCRIPTION
 KR0854
 KR0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0854'2.0 MI S FROM WABUSKA.
 KR0854'2.0 MILES SOUTH ALONG U. S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 KR0854'COMPANY RAILROAD STATION AT WABUSKA, AT A FARM ROAD LEADING EAST, 29
 KR0854'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET NORTH OF A DIRT
 KR0854'ROAD LEADING EAST TO A FARM HOUSE, 25 FEET NORTHWEST OF A FENCE
 KR0854'CORNER, 2 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 KR0854'CONCRETE POST PROJECTING 0.8 FEET ABOVE THE GROUND.
 KR0854
 KR0854                          STATION RECOVERY (1970)
 KR0854
 KR0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KR0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0883 ***********************************************************************
 KR0883  DESIGNATION -  B 321
 KR0883  PID         -  KR0883
 KR0883  STATE/COUNTY-  NV/LYON
 KR0883  USGS QUAD   -  HINKSON SLOUGH (1987)
 KR0883
 KR0883                         *CURRENT SURVEY CONTROL
 KR0883  ___________________________________________________________________
 KR0883* NAD 83(1986)-  39 01 34.     (N)    119 04 07.     (W)     SCALED    
 KR0883* NAVD 88     -      1330.92   (+/-2cm)    4366.5    (feet)  VERTCON   
 KR0883  ___________________________________________________________________
 KR0883  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 KR0883
 KR0883  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0883
 KR0883.The horizontal coordinates were scaled from a topographic map and have
 KR0883.an estimated accuracy of +/- 6 seconds.
 KR0883
 KR0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0883.The vertical order pertains to the NGVD 29 superseded value.
 KR0883
 KR0883.The geoid height was determined by GEOID03.
 KR0883
 KR0883;                    North         East    Units  Estimated Accuracy
 KR0883;SPC NV W     - 4,474,610.      757,980.      MT  (+/- 180 meters Scaled)
 KR0883
 KR0883                          SUPERSEDED SURVEY CONTROL
 KR0883
 KR0883  NGVD 29 (??/??/92) 1329.889  (m)         4363.14   (f) ADJ UNCH    2 0
 KR0883
 KR0883.Superseded values are not recommended for survey control.
 KR0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0883.See file dsdata.txt to determine how the superseded data were derived.
 KR0883
 KR0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD209217(NAD 83)
 KR0883_MARKER: DB = BENCH MARK DISK
 KR0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0883_STAMPING: B 321 1951
 KR0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0883+STABILITY: SURFACE MOTION
 KR0883
 KR0883  HISTORY     - Date     Condition        Report By
 KR0883  HISTORY     - 1951     MONUMENTED       CGS
 KR0883
 KR0883                          STATION DESCRIPTION
 KR0883
 KR0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0883'7.6 MI NE FROM YERINGTON.
 KR0883'7.6 MILES NORTHEAST ALONG U. S. HIGHWAY 95 (ALT.) FROM THE COURTHOUSE
 KR0883'IN YERINGTON, AT THE PIZEN SWITCH AIRPORT, ABOUT 250 FEET SOUTH OF THE
 KR0883'CENTER OF THE HIGHWAY, 21 FEET SOUTHEAST OF THE CENTER OF THE GATE TO
 KR0883'THE AIRPORT, 3 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING,
 KR0883'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE THE
 KR0883'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0636 ***********************************************************************
 MT0636  DESIGNATION -  B 322
 MT0636  PID         -  MT0636
 MT0636  STATE/COUNTY-  NV/ELKO
 MT0636  USGS QUAD   -  BEARPAW MOUNTAIN (1986)
 MT0636
 MT0636                         *CURRENT SURVEY CONTROL
 MT0636  ___________________________________________________________________
 MT0636* NAD 83(1986)-  41 58 47.     (N)    115 31 46.     (W)     SCALED    
 MT0636* NAVD 88     -      1890.724  (meters)    6203.15   (feet)  ADJUSTED  
 MT0636  ___________________________________________________________________
 MT0636  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 MT0636  DYNAMIC HT  -        1889.268 (meters)    6198.37  (feet)  COMP
 MT0636  MODELED GRAV-     979,784.5   (mgal)                       NAVD 88
 MT0636
 MT0636  VERT ORDER  -  SECOND    CLASS 0
 MT0636
 MT0636.The horizontal coordinates were scaled from a topographic map and have
 MT0636.an estimated accuracy of +/- 6 seconds.
 MT0636
 MT0636.The orthometric height was determined by differential leveling
 MT0636.and adjusted by the National Geodetic Survey in June 1991..
 MT0636
 MT0636.The geoid height was determined by GEOID03.
 MT0636
 MT0636.The dynamic height is computed by dividing the NAVD 88
 MT0636.geopotential number by the normal gravity value computed on the
 MT0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0636.degrees latitude (g = 980.6199 gals.).
 MT0636
 MT0636.The modeled gravity was interpolated from observed gravity values.
 MT0636
 MT0636;                    North         East    Units  Estimated Accuracy
 MT0636;SPC NV E     - 8,802,450.      204,470.      MT  (+/- 180 meters Scaled)
 MT0636
 MT0636                          SUPERSEDED SURVEY CONTROL
 MT0636
 MT0636  NGVD 29 (??/??/92) 1889.510  (m)         6199.17   (f) ADJ UNCH    2 0
 MT0636
 MT0636.Superseded values are not recommended for survey control.
 MT0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0636.See file dsdata.txt to determine how the superseded data were derived.
 MT0636
 MT0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG218485(NAD 83)
 MT0636_MARKER: DB = BENCH MARK DISK
 MT0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0636_STAMPING: B 322 1951
 MT0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0636+STABILITY: SURFACE MOTION
 MT0636
 MT0636  HISTORY     - Date     Condition        Report By
 MT0636  HISTORY     - 1951     MONUMENTED       CGS
 MT0636
 MT0636                          STATION DESCRIPTION
 MT0636
 MT0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0636'20.0 MI NW FROM JARBIDGE.
 MT0636'FROM THE SCHOOL HOUSE IN JARBIDGE, 10.2 MILES NORTH ALONG A ROAD
 MT0636'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0636'THENCE 9.8 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0636'CREEK RANGER STATION, AT A TRIPLE ROAD FORK FORMED BY THE MAIN ROAD, A
 MT0636'TRACK ROAD LEADING WEST TO A FARM, AND A TRACK ROAD LEADING SOUTH, AT
 MT0636'THE SOUTH END OF AND ON THE OUTSIDE OF A CURVE, 119 FEET SOUTH OF THE
 MT0636'CENTER OF THE JUNCTION FORMED BY THE THREE ROADS, 23 FEET WEST OF THE
 MT0636'CENTER LINE OF THE MAIN ROAD, 1.8 FEET NORTHEAST OF A WITNESS POST,
 MT0636'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 MT0636'CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0002 ***********************************************************************
 MT0002  DESIGNATION -  B 323
 MT0002  PID         -  MT0002
 MT0002  STATE/COUNTY-  NV/ELKO
 MT0002  USGS QUAD   -  GOLLAHER MOUNTAIN (1989)
 MT0002
 MT0002                         *CURRENT SURVEY CONTROL
 MT0002  ___________________________________________________________________
 MT0002* NAD 83(1986)-  41 58 13.     (N)    114 29 36.     (W)     SCALED    
 MT0002* NAVD 88     -      1827.647  (meters)    5996.21   (feet)  ADJUSTED  
 MT0002  ___________________________________________________________________
 MT0002  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 MT0002  DYNAMIC HT  -        1826.288 (meters)    5991.75  (feet)  COMP
 MT0002  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 MT0002
 MT0002  VERT ORDER  -  SECOND    CLASS 0
 MT0002
 MT0002.The horizontal coordinates were scaled from a topographic map and have
 MT0002.an estimated accuracy of +/- 6 seconds.
 MT0002
 MT0002.The orthometric height was determined by differential leveling
 MT0002.and adjusted by the National Geodetic Survey in June 1991..
 MT0002
 MT0002.The geoid height was determined by GEOID03.
 MT0002
 MT0002.The dynamic height is computed by dividing the NAVD 88
 MT0002.geopotential number by the normal gravity value computed on the
 MT0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0002.degrees latitude (g = 980.6199 gals.).
 MT0002
 MT0002.The modeled gravity was interpolated from observed gravity values.
 MT0002
 MT0002;                    North         East    Units  Estimated Accuracy
 MT0002;SPC NV E     - 8,801,970.      290,340.      MT  (+/- 180 meters Scaled)
 MT0002
 MT0002                          SUPERSEDED SURVEY CONTROL
 MT0002
 MT0002  NGVD 29 (??/??/92) 1826.498  (m)         5992.44   (f) ADJ UNCH    2 0
 MT0002
 MT0002.Superseded values are not recommended for survey control.
 MT0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0002.See file dsdata.txt to determine how the superseded data were derived.
 MT0002
 MT0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG077495(NAD 83)
 MT0002_MARKER: DB = BENCH MARK DISK
 MT0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0002_STAMPING: B 323 1951
 MT0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0002+STABILITY: SURFACE MOTION
 MT0002
 MT0002  HISTORY     - Date     Condition        Report By
 MT0002  HISTORY     - 1951     MONUMENTED       CGS
 MT0002
 MT0002                          STATION DESCRIPTION
 MT0002
 MT0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0002'13.5 MI NE FROM SAN JACINTO.
 MT0002'13.5 MILES NORTHEAST, AT THE Y JUNCTION OF A TRACK ROAD WHICH LEADS
 MT0002'NORTH DOWN A WASH, 109 1/2 FEET NORTH OF THE CENTER OF THE JUNCTION,
 MT0002'21 FEET WEST OF THE CENTER LINE OF THE TRACK ROAD, AND ABOUT 2 FEET
 MT0002'HIGHER THAN THE CENTER OF THE JUNCTION, 2.6 FEET EAST OF A WITNESS
 MT0002'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MT0002'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0501 ***********************************************************************
 JR0501  DESIGNATION -  B 323
 JR0501  PID         -  JR0501
 JR0501  STATE/COUNTY-  NV/DOUGLAS
 JR0501  USGS QUAD   -  MINDEN (1982)
 JR0501
 JR0501                         *CURRENT SURVEY CONTROL
 JR0501  ___________________________________________________________________
 JR0501* NAD 83(1986)-  38 59 52.     (N)    119 49 32.     (W)     SCALED    
 JR0501* NAVD 88     -      1424.55   (+/-2cm)    4673.7    (feet)  VERTCON   
 JR0501  ___________________________________________________________________
 JR0501  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 JR0501
 JR0501  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0501
 JR0501.The horizontal coordinates were scaled from a topographic map and have
 JR0501.an estimated accuracy of +/- 6 seconds.
 JR0501
 JR0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0501.The vertical order pertains to the NGVD 29 superseded value.
 JR0501
 JR0501.The geoid height was determined by GEOID03.
 JR0501
 JR0501;                    North         East    Units  Estimated Accuracy
 JR0501;SPC NV W     - 4,472,090.      692,400.      MT  (+/- 180 meters Scaled)
 JR0501
 JR0501                          SUPERSEDED SURVEY CONTROL
 JR0501
 JR0501  NGVD 29 (??/??/92) 1423.400  (m)         4669.94   (f) ADJ UNCH    2 0
 JR0501
 JR0501.Superseded values are not recommended for survey control.
 JR0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0501.See file dsdata.txt to determine how the superseded data were derived.
 JR0501
 JR0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD553203(NAD 83)
 JR0501_MARKER: DB = BENCH MARK DISK
 JR0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0501_STAMPING: B 323 1951
 JR0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0501+STABILITY: SURFACE MOTION
 JR0501
 JR0501  HISTORY     - Date     Condition        Report By
 JR0501  HISTORY     - 1951     MONUMENTED       CGS
 JR0501
 JR0501                          STATION DESCRIPTION
 JR0501
 JR0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JR0501'1.2 MI E FROM GENOA.
 JR0501'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 57 FROM THE GENERAL
 JR0501'STORE IN GENOA, ABOUT 150 FEET SOUTHEAST OF A WHITE FRAME HOUSE
 JR0501'WITH A GREEN ROOF, 50 YARDS WEST OF A BRIDGE OVER A SMALL RIVER,
 JR0501'34 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 28.5 FEET
 JR0501'EAST OF A T IN A FENCE LINE, 3 FEET WEST OF POWER AND TELEGRAPH
 JR0501'POLE NO. 11775, 3.4 FEET SOUTH OF A FENCE, 3 FEET WEST OF POWER
 JR0501'AND TELEGRAPH POLE NO. 11775, 3.4 FEET SOUTH OF A FENCE, 2.1 FEET
 JR0501'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 JR0501'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE
 JR0501'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0481 ***********************************************************************
 JR0481  DESIGNATION -  B 324
 JR0481  PID         -  JR0481
 JR0481  STATE/COUNTY-  NV/DOUGLAS
 JR0481  USGS QUAD   -  MINDEN (1982)
 JR0481
 JR0481                         *CURRENT SURVEY CONTROL
 JR0481  ___________________________________________________________________
 JR0481* NAD 83(1986)-  38 56 39.     (N)    119 50 38.     (W)     SCALED    
 JR0481* NAVD 88     -      1449.91   (+/-2cm)    4756.9    (feet)  VERTCON   
 JR0481  ___________________________________________________________________
 JR0481  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JR0481
 JR0481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0481
 JR0481.The horizontal coordinates were scaled from a topographic map and have
 JR0481.an estimated accuracy of +/- 6 seconds.
 JR0481
 JR0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0481.The vertical order pertains to the NGVD 29 superseded value.
 JR0481
 JR0481.The geoid height was determined by GEOID03.
 JR0481
 JR0481;                    North         East    Units  Estimated Accuracy
 JR0481;SPC NV W     - 4,466,160.      690,730.      MT  (+/- 180 meters Scaled)
 JR0481
 JR0481                          SUPERSEDED SURVEY CONTROL
 JR0481
 JR0481  NGVD 29 (??/??/92) 1448.734  (m)         4753.05   (f) ADJ UNCH    2 0
 JR0481
 JR0481.Superseded values are not recommended for survey control.
 JR0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0481.See file dsdata.txt to determine how the superseded data were derived.
 JR0481
 JR0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD535144(NAD 83)
 JR0481_MARKER: DB = BENCH MARK DISK
 JR0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0481_STAMPING: B 324 1951
 JR0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0481+STABILITY: SURFACE MOTION
 JR0481
 JR0481  HISTORY     - Date     Condition        Report By
 JR0481  HISTORY     - 1951     MONUMENTED       CGS
 JR0481
 JR0481                          STATION DESCRIPTION
 JR0481
 JR0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JR0481'4.4 MI S FROM GENOA.
 JR0481'ABOUT 4.4 MILES SOUTH ALONG THE FOOTHILL ROAD FROM GENERAL STORE
 JR0481'IN GENOA, AT A RANCH HOUSE, 40 FEET WEST OF THE CENTER LINE OF
 JR0481'THE HIGHWAY, 24.8 FEET SOUTHWEST OF THE WEST END OF A 24-INCH
 JR0481'CORRUGATED METAL PIPE CULVERT UNDER THE ROAD, 6.8 FEET EAST OF
 JR0481'THE SOUTHEAST CORNER OF A FENCE AROUND THE RANCH HOUSE, 2 1/2
 JR0481'FEET EAST OF POWER LINE POLE NO. 57527 WITH A TRANSFORMER AND
 JR0481'METER BOX, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 JR0481'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 JR0481'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0605 ***********************************************************************
 MT0605  DESIGNATION -  B 326
 MT0605  PID         -  MT0605
 MT0605  STATE/COUNTY-  NV/ELKO
 MT0605  USGS QUAD   -  TENNESSEE MOUNTAIN (1986)
 MT0605
 MT0605                         *CURRENT SURVEY CONTROL
 MT0605  ___________________________________________________________________
 MT0605* NAD 83(1986)-  41 51 07.     (N)    115 42 34.     (W)     SCALED    
 MT0605* NAVD 88     -      1696.626  (meters)    5566.35   (feet)  ADJUSTED  
 MT0605  ___________________________________________________________________
 MT0605  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 MT0605  DYNAMIC HT  -        1695.328 (meters)    5562.09  (feet)  COMP
 MT0605  MODELED GRAV-     979,797.7   (mgal)                       NAVD 88
 MT0605
 MT0605  VERT ORDER  -  SECOND    CLASS 0
 MT0605
 MT0605.The horizontal coordinates were scaled from a topographic map and have
 MT0605.an estimated accuracy of +/- 6 seconds.
 MT0605
 MT0605.The orthometric height was determined by differential leveling
 MT0605.and adjusted by the National Geodetic Survey in June 1991..
 MT0605
 MT0605.The geoid height was determined by GEOID03.
 MT0605
 MT0605.The dynamic height is computed by dividing the NAVD 88
 MT0605.geopotential number by the normal gravity value computed on the
 MT0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0605.degrees latitude (g = 980.6199 gals.).
 MT0605
 MT0605.The modeled gravity was interpolated from observed gravity values.
 MT0605
 MT0605;                    North         East    Units  Estimated Accuracy
 MT0605;SPC NV E     - 8,788,260.      189,530.      MT  (+/- 180 meters Scaled)
 MT0605
 MT0605                          SUPERSEDED SURVEY CONTROL
 MT0605
 MT0605  NGVD 29 (??/??/92) 1695.407  (m)         5562.35   (f) ADJ UNCH    2 0
 MT0605
 MT0605.Superseded values are not recommended for survey control.
 MT0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0605.See file dsdata.txt to determine how the superseded data were derived.
 MT0605
 MT0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG071341(NAD 83)
 MT0605_MARKER: DB = BENCH MARK DISK
 MT0605_SETTING: 80 = SET IN A BOULDER
 MT0605_STAMPING: B 326 1951
 MT0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0605+STABILITY: SURFACE MOTION
 MT0605
 MT0605  HISTORY     - Date     Condition        Report By
 MT0605  HISTORY     - 1951     MONUMENTED       CGS
 MT0605
 MT0605                          STATION DESCRIPTION
 MT0605
 MT0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0605'23.9 MI NE FROM MOUNTAIN CITY.
 MT0605'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0605'MOUNTAIN CITY, THENCE 15.0 MILES EAST ALONG A GRAVEL ROAD, THENCE 2.6
 MT0605'MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 5.3 MILES NORTHEAST ALONG A
 MT0605'GRAVEL ROAD, 0.25 MILES SOUTHWEST OF A BRIDGE OVER MEADOW CREEK, 61.0
 MT0605'FEET WEST AND ACROSS MEADOW CREEK FROM THE CENTER LINE OF THE ROAD,
 MT0605'34.0 FEET WEST OF THE APPROXIMATE CENTER OF MEADOW CREEK, 17 FEET
 MT0605'SOUTHWEST OF A 10-INCH JUNIPER TREE, 3.0 FEET NORTHEAST OF A WITNESS
 MT0605'POST, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 MT0605'BOULDER MARKED WITH WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0026 ***********************************************************************
 MT0026  DESIGNATION -  B 327
 MT0026  PID         -  MT0026
 MT0026  STATE/COUNTY-  NV/ELKO
 MT0026  USGS QUAD   -  CEDAR MOUNTAIN DRAW (1989)
 MT0026
 MT0026                         *CURRENT SURVEY CONTROL
 MT0026  ___________________________________________________________________
 MT0026* NAD 83(1986)-  41 52 21.     (N)    114 12 48.     (W)     SCALED    
 MT0026* NAVD 88     -      1632.191  (meters)    5354.95   (feet)  ADJUSTED  
 MT0026  ___________________________________________________________________
 MT0026  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 MT0026  DYNAMIC HT  -        1630.999 (meters)    5351.04  (feet)  COMP
 MT0026  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 MT0026
 MT0026  VERT ORDER  -  SECOND    CLASS 0
 MT0026
 MT0026.The horizontal coordinates were scaled from a topographic map and have
 MT0026.an estimated accuracy of +/- 6 seconds.
 MT0026
 MT0026.The orthometric height was determined by differential leveling
 MT0026.and adjusted by the National Geodetic Survey in June 1991..
 MT0026
 MT0026.The geoid height was determined by GEOID03.
 MT0026
 MT0026.The dynamic height is computed by dividing the NAVD 88
 MT0026.geopotential number by the normal gravity value computed on the
 MT0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0026.degrees latitude (g = 980.6199 gals.).
 MT0026
 MT0026.The modeled gravity was interpolated from observed gravity values.
 MT0026
 MT0026;                    North         East    Units  Estimated Accuracy
 MT0026;SPC NV E     - 8,791,450.      313,720.      MT  (+/- 180 meters Scaled)
 MT0026
 MT0026                          SUPERSEDED SURVEY CONTROL
 MT0026
 MT0026  NGVD 29 (??/??/92) 1631.073  (m)         5351.28   (f) ADJ UNCH    2 0
 MT0026
 MT0026.Superseded values are not recommended for survey control.
 MT0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0026.See file dsdata.txt to determine how the superseded data were derived.
 MT0026
 MT0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG312393(NAD 83)
 MT0026_MARKER: DB = BENCH MARK DISK
 MT0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0026_STAMPING: B 327 1951
 MT0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0026+STABILITY: SURFACE MOTION
 MT0026
 MT0026  HISTORY     - Date     Condition        Report By
 MT0026  HISTORY     - 1951     MONUMENTED       CGS
 MT0026  HISTORY     - 1969     GOOD             NGS
 MT0026
 MT0026                          STATION DESCRIPTION
 MT0026
 MT0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0026'36.7 MI E FROM SAN JACINTO.
 MT0026'36.7 MILES EAST, 0.2 MILE EAST OF THE Y JUNCTION OF A TRACK ROAD
 MT0026'LEADING SOUTHEAST, 0.2 MILE WEST OF THE SUMMIT OF A GRADE, ON THE
 MT0026'INSIDE OF A LONG CURVE, 50 FEET NORTHEAST OF THE SOUTHEAST ONE OF A
 MT0026'GROUP OF JUNIPER TREES, 28 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 MT0026'THE ROAD, 4 FEET SOUTH OF A SMALL JUNIPER BUSH, 2.1 FEET SOUTH OF A
 MT0026'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 MT0026'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MT0026
 MT0026                          STATION RECOVERY (1969)
 MT0026
 MT0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MT0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1258 ***********************************************************************
 GR1258  DESIGNATION -  B 328
 GR1258  PID         -  GR1258
 GR1258  STATE/COUNTY-  NV/NYE
 GR1258  USGS QUAD   -  MERCURY (1983)
 GR1258
 GR1258                         *CURRENT SURVEY CONTROL
 GR1258  ___________________________________________________________________
 GR1258* NAD 83(1986)-  36 40 53.     (N)    115 59 01.     (W)     SCALED    
 GR1258* NAVD 88     -      1249.441  (meters)    4099.21   (feet)  ADJUSTED  
 GR1258  ___________________________________________________________________
 GR1258  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GR1258  DYNAMIC HT  -        1248.037 (meters)    4094.60  (feet)  COMP
 GR1258  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 GR1258
 GR1258  VERT ORDER  -  SECOND    CLASS 0
 GR1258
 GR1258.The horizontal coordinates were scaled from a topographic map and have
 GR1258.an estimated accuracy of +/- 6 seconds.
 GR1258
 GR1258.The orthometric height was determined by differential leveling
 GR1258.and adjusted by the National Geodetic Survey in June 1991..
 GR1258
 GR1258.The geoid height was determined by GEOID03.
 GR1258
 GR1258.The dynamic height is computed by dividing the NAVD 88
 GR1258.geopotential number by the normal gravity value computed on the
 GR1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1258.degrees latitude (g = 980.6199 gals.).
 GR1258
 GR1258.The modeled gravity was interpolated from observed gravity values.
 GR1258
 GR1258;                    North         East    Units  Estimated Accuracy
 GR1258;SPC NV C     - 6,214,490.      561,050.      MT  (+/- 180 meters Scaled)
 GR1258
 GR1258                          SUPERSEDED SURVEY CONTROL
 GR1258
 GR1258  NGVD 29 (??/??/92) 1248.536  (m)         4096.24   (f) ADJ UNCH    2 0
 GR1258
 GR1258.Superseded values are not recommended for survey control.
 GR1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1258.See file dsdata.txt to determine how the superseded data were derived.
 GR1258
 GR1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA908600(NAD 83)
 GR1258_MARKER: DB = BENCH MARK DISK
 GR1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1258_STAMPING: B 328 1952
 GR1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1258+STABILITY: SURFACE MOTION
 GR1258
 GR1258  HISTORY     - Date     Condition        Report By
 GR1258  HISTORY     - 1952     MONUMENTED       CGS
 GR1258
 GR1258                          STATION DESCRIPTION
 GR1258
 GR1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GR1258'1.75 MI NW FROM MERCURY.
 GR1258'0.15 MILE WEST ALONG RANGER AVENUE FROM THE POST OFFICE AT MERCURY,
 GR1258'THENCE 1.6 MILES NORTH ALONG THE MERCURY HIGHWAY, ON THE WEST SLOPE OF
 GR1258'A ROCKY HILL, 0.1 MILE SOUTH OF GATE NO. 2, 92 FEET EAST OF THE CENTER
 GR1258'LINE OF THE HIGHWAY, 35 FEET SOUTH OF A TELEPHONE POLE, 4 FEET SOUTH
 GR1258'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GR1258'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0125 ***********************************************************************
 GS0125  DESIGNATION -  B 329
 GS0125  PID         -  GS0125
 GS0125  STATE/COUNTY-  NV/NYE
 GS0125  USGS QUAD   -  YUCCA LAKE (1986)
 GS0125
 GS0125                         *CURRENT SURVEY CONTROL
 GS0125  ___________________________________________________________________
 GS0125* NAD 83(1986)-  36 59 13.     (N)    116 03 06.     (W)     SCALED    
 GS0125* NAVD 88     -      1202.026  (meters)    3943.65   (feet)  ADJUSTED  
 GS0125  ___________________________________________________________________
 GS0125  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 GS0125  DYNAMIC HT  -        1200.713 (meters)    3939.34  (feet)  COMP
 GS0125  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 GS0125
 GS0125  VERT ORDER  -  SECOND    CLASS 0
 GS0125
 GS0125.The horizontal coordinates were scaled from a topographic map and have
 GS0125.an estimated accuracy of +/- 6 seconds.
 GS0125
 GS0125.The orthometric height was determined by differential leveling
 GS0125.and adjusted by the National Geodetic Survey in June 1991..
 GS0125
 GS0125.The geoid height was determined by GEOID03.
 GS0125
 GS0125.The dynamic height is computed by dividing the NAVD 88
 GS0125.geopotential number by the normal gravity value computed on the
 GS0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0125.degrees latitude (g = 980.6199 gals.).
 GS0125
 GS0125.The modeled gravity was interpolated from observed gravity values.
 GS0125
 GS0125;                    North         East    Units  Estimated Accuracy
 GS0125;SPC NV C     - 6,248,360.      554,750.      MT  (+/- 180 meters Scaled)
 GS0125
 GS0125                          SUPERSEDED SURVEY CONTROL
 GS0125
 GS0125  NGVD 29 (??/??/??) 1201.113  (m)         3940.65   (f) ADJUSTED    2 0
 GS0125
 GS0125.Superseded values are not recommended for survey control.
 GS0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0125.See file dsdata.txt to determine how the superseded data were derived.
 GS0125
 GS0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA843938(NAD 83)
 GS0125_MARKER: DB = BENCH MARK DISK
 GS0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0125_STAMPING: B 329 1952
 GS0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0125+STABILITY: SURFACE MOTION
 GS0125
 GS0125  HISTORY     - Date     Condition        Report By
 GS0125  HISTORY     - 1952     MONUMENTED       CGS
 GS0125
 GS0125                          STATION DESCRIPTION
 GS0125
 GS0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0125'3.6 MI N FROM YUCCA PASS.
 GS0125'3.65 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF
 GS0125'YUCCA PASS, IN LINE WITH A ROW OF POWER POLES, 70 FEET NORTH
 GS0125'OF A POWER POLE, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 GS0125'3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GS0125'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0055 ***********************************************************************
 JP0055  DESIGNATION -  B 33
 JP0055  PID         -  JP0055
 JP0055  STATE/COUNTY-  NV/NYE
 JP0055  USGS QUAD   -  CURRANT SUMMIT (1990)
 JP0055
 JP0055                         *CURRENT SURVEY CONTROL
 JP0055  ___________________________________________________________________
 JP0055* NAD 83(1986)-  38 49 14.     (N)    115 20 05.     (W)     SCALED    
 JP0055* NAVD 88     -      1942.440  (meters)    6372.82   (feet)  ADJUSTED  
 JP0055  ___________________________________________________________________
 JP0055  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 JP0055  DYNAMIC HT  -        1940.330 (meters)    6365.90  (feet)  COMP
 JP0055  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 JP0055
 JP0055  VERT ORDER  -  FIRST     CLASS II
 JP0055
 JP0055.The horizontal coordinates were scaled from a topographic map and have
 JP0055.an estimated accuracy of +/- 6 seconds.
 JP0055
 JP0055.The orthometric height was determined by differential leveling
 JP0055.and adjusted by the National Geodetic Survey in June 1991..
 JP0055
 JP0055.The geoid height was determined by GEOID03.
 JP0055
 JP0055.The dynamic height is computed by dividing the NAVD 88
 JP0055.geopotential number by the normal gravity value computed on the
 JP0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0055.degrees latitude (g = 980.6199 gals.).
 JP0055
 JP0055.The modeled gravity was interpolated from observed gravity values.
 JP0055
 JP0055;                    North         East    Units  Estimated Accuracy
 JP0055;SPC NV C     - 6,452,520.      615,660.      MT  (+/- 180 meters Scaled)
 JP0055
 JP0055                          SUPERSEDED SURVEY CONTROL
 JP0055
 JP0055  NGVD 29 (??/??/92) 1941.203  (m)         6368.76   (f) ADJ UNCH    1 2
 JP0055
 JP0055.Superseded values are not recommended for survey control.
 JP0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0055.See file dsdata.txt to determine how the superseded data were derived.
 JP0055
 JP0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC445981(NAD 83)
 JP0055_MARKER: DB = BENCH MARK DISK
 JP0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0055_STAMPING: 6368.763 B 33 1933
 JP0055_MARK LOGO: CGS   
 JP0055_PROJECTION: PROJECTING 25 CENTIMETERS
 JP0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0055+STABILITY: SURFACE MOTION
 JP0055
 JP0055  HISTORY     - Date     Condition        Report By
 JP0055  HISTORY     - 1933     MONUMENTED       CGS
 JP0055  HISTORY     - 1934     GOOD             NGS
 JP0055  HISTORY     - 1984     GOOD             NGS
 JP0055
 JP0055                          STATION DESCRIPTION
 JP0055
 JP0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JP0055'9.8 MI NE FROM CURRANT.
 JP0055'ABOUT 9.8 MILES NORTHEAST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JP0055'CURRANT, NYE COUNTY, ABOUT 3 MILES WEST OF CURRANT SUMMIT, AND 37 FEET
 JP0055'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 JP0055'6368.763 B 33 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JP0055'ABOUT 1 FOOT ABOVE GROUND.
 JP0055
 JP0055                          STATION RECOVERY (1934)
 JP0055
 JP0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JP0055'RECOVERED IN GOOD CONDITION.
 JP0055
 JP0055                          STATION RECOVERY (1984)
 JP0055
 JP0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JP0055'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JP0055'15.4 KM (9.6 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0055'STATE HIGHWAY 379 AT CURRANT, ON TOP OF THE HIGHEST POINT OF A SHORT
 JP0055'LOW CUT BANK, 0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST 128, 11.1 METERS
 JP0055'(36.5 FT) SOUTH OF THE HIGHWAY CENTERLINE AND 19.2 METERS (63 FT) WEST
 JP0055'OF THE EAST END OF THE CUT BANK.
 JP0055'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 JP0055'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0231 ***********************************************************************
 HP0231  DESIGNATION -  B 330
 HP0231  PID         -  HP0231
 HP0231  STATE/COUNTY-  NV/LINCOLN
 HP0231  USGS QUAD   -  JANGLE RIDGE (1986)
 HP0231
 HP0231                         *CURRENT SURVEY CONTROL
 HP0231  ___________________________________________________________________
 HP0231* NAD 83(1986)-  37 14 14.     (N)    115 55 15.     (W)     SCALED    
 HP0231* NAVD 88     -      1379.009  (meters)    4524.30   (feet)  ADJUSTED  
 HP0231  ___________________________________________________________________
 HP0231  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 HP0231  DYNAMIC HT  -        1377.474 (meters)    4519.26  (feet)  COMP
 HP0231  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 HP0231
 HP0231  VERT ORDER  -  SECOND    CLASS 0
 HP0231
 HP0231.The horizontal coordinates were scaled from a topographic map and have
 HP0231.an estimated accuracy of +/- 6 seconds.
 HP0231
 HP0231.The orthometric height was determined by differential leveling
 HP0231.and adjusted by the National Geodetic Survey in June 1991..
 HP0231
 HP0231.The geoid height was determined by GEOID03.
 HP0231
 HP0231.The dynamic height is computed by dividing the NAVD 88
 HP0231.geopotential number by the normal gravity value computed on the
 HP0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0231.degrees latitude (g = 980.6199 gals.).
 HP0231
 HP0231.The modeled gravity was interpolated from observed gravity values.
 HP0231
 HP0231;                    North         East    Units  Estimated Accuracy
 HP0231;SPC NV E     - 8,276,010.      170,060.      MT  (+/- 180 meters Scaled)
 HP0231
 HP0231                          SUPERSEDED SURVEY CONTROL
 HP0231
 HP0231  NGVD 29 (??/??/92) 1378.037  (m)         4521.11   (f) ADJ UNCH    2 0
 HP0231
 HP0231.Superseded values are not recommended for survey control.
 HP0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0231.See file dsdata.txt to determine how the superseded data were derived.
 HP0231
 HP0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB957217(NAD 83)
 HP0231_MARKER: DB = BENCH MARK DISK
 HP0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0231_STAMPING: B 330 1952
 HP0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0231+STABILITY: SURFACE MOTION
 HP0231
 HP0231  HISTORY     - Date     Condition        Report By
 HP0231  HISTORY     - 1952     MONUMENTED       CGS
 HP0231
 HP0231                          STATION DESCRIPTION
 HP0231
 HP0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HP0231'8.0 MI SW FROM GROOM LAKE.
 HP0231'2.3 MILES SOUTH ALONG THE WEST EDGE OF GROOM LAKE FROM A POINT AT THE
 HP0231'NORTH END OF THE LAKE WHERE A SANDY TRACK ROAD LEADS NORTHWEST, THENCE
 HP0231'5.7 MILES SOUTHWEST ALONG A TRACK ROAD, 96 FEET NORTHWEST OF THE
 HP0231'CENTER LINE OF A TRACK ROAD, 2 FEET SOUTHEAST OF A WITNESS POST, SET
 HP0231'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 HP0231'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0490 ***********************************************************************
 HQ0490  DESIGNATION -  B 331
 HQ0490  PID         -  HQ0490
 HQ0490  STATE/COUNTY-  NV/NYE
 HQ0490  USGS QUAD   -  TOLICHA PEAK (1986)
 HQ0490
 HQ0490                         *CURRENT SURVEY CONTROL
 HQ0490  ___________________________________________________________________
 HQ0490* NAD 83(1986)-  37 16 34.     (N)    116 47 28.     (W)     SCALED    
 HQ0490* NAVD 88     -      1809.013  (meters)    5935.07   (feet)  ADJUSTED  
 HQ0490  ___________________________________________________________________
 HQ0490  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 HQ0490  DYNAMIC HT  -        1806.926 (meters)    5928.22  (feet)  COMP
 HQ0490  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 HQ0490
 HQ0490  VERT ORDER  -  SECOND    CLASS 0
 HQ0490
 HQ0490.The horizontal coordinates were scaled from a topographic map and have
 HQ0490.an estimated accuracy of +/- 6 seconds.
 HQ0490
 HQ0490.The orthometric height was determined by differential leveling
 HQ0490.and adjusted by the National Geodetic Survey in June 1991..
 HQ0490
 HQ0490.The geoid height was determined by GEOID03.
 HQ0490
 HQ0490.The dynamic height is computed by dividing the NAVD 88
 HQ0490.geopotential number by the normal gravity value computed on the
 HQ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0490.degrees latitude (g = 980.6199 gals.).
 HQ0490
 HQ0490.The modeled gravity was interpolated from observed gravity values.
 HQ0490
 HQ0490;                    North         East    Units  Estimated Accuracy
 HQ0490;SPC NV C     - 6,280,280.      488,960.      MT  (+/- 180 meters Scaled)
 HQ0490
 HQ0490                          SUPERSEDED SURVEY CONTROL
 HQ0490
 HQ0490.No superseded survey control is available for this station.
 HQ0490
 HQ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB185255(NAD 83)
 HQ0490_MARKER: DB = BENCH MARK DISK
 HQ0490_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0490_SP_SET: ROCK OUTCROP
 HQ0490_STAMPING: B 331 1952
 HQ0490_MARK LOGO: CGS   
 HQ0490_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0490+STABILITY: POSITION/ELEVATION WELL
 HQ0490
 HQ0490  HISTORY     - Date     Condition        Report By
 HQ0490  HISTORY     - 1952     MONUMENTED       CGS
 HQ0490  HISTORY     - 19920623 GOOD             LOCENG
 HQ0490
 HQ0490                          STATION DESCRIPTION
 HQ0490
 HQ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0490'29.6 MI N FROM BEATTY.
 HQ0490'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0490'AT BEATTY, THENCE 10.95 MILES NORTH ALONG A WINDING TRACK ROAD,
 HQ0490'0.4 MILE NORTH OF THE TOP OF A PASS, 125 FEET WEST OF THE CENTER
 HQ0490'LINE OF A TRACK ROAD, ON THE EAST SLOPE OF A SMALL HILL, FLUSH
 HQ0490'WITH THE GROUND, SET IN THE TOP OF A GREY ROCK OUTCROP.
 HQ0490
 HQ0490                          STATION RECOVERY (1992)
 HQ0490
 HQ0490'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0261 ***********************************************************************
 HQ0261  DESIGNATION -  B 332
 HQ0261  PID         -  HQ0261
 HQ0261  STATE/COUNTY-  NV/NYE
 HQ0261  USGS QUAD   -  TRAPPMAN HILLS (1988)
 HQ0261
 HQ0261                         *CURRENT SURVEY CONTROL
 HQ0261  ___________________________________________________________________
 HQ0261* NAD 83(1986)-  37 34 29.     (N)    116 40 07.     (W)     SCALED    
 HQ0261* NAVD 88     -      1704.047  (meters)    5590.69   (feet)  ADJUSTED  
 HQ0261  ___________________________________________________________________
 HQ0261  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 HQ0261  DYNAMIC HT  -        1702.096 (meters)    5584.29  (feet)  COMP
 HQ0261  MODELED GRAV-     979,424.6   (mgal)                       NAVD 88
 HQ0261
 HQ0261  VERT ORDER  -  SECOND    CLASS 0
 HQ0261
 HQ0261.The horizontal coordinates were scaled from a topographic map and have
 HQ0261.an estimated accuracy of +/- 6 seconds.
 HQ0261
 HQ0261.The orthometric height was determined by differential leveling
 HQ0261.and adjusted by the National Geodetic Survey in June 1991..
 HQ0261
 HQ0261.The geoid height was determined by GEOID03.
 HQ0261
 HQ0261.The dynamic height is computed by dividing the NAVD 88
 HQ0261.geopotential number by the normal gravity value computed on the
 HQ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0261.degrees latitude (g = 980.6199 gals.).
 HQ0261
 HQ0261.The modeled gravity was interpolated from observed gravity values.
 HQ0261
 HQ0261;                    North         East    Units  Estimated Accuracy
 HQ0261;SPC NV C     - 6,313,410.      499,830.      MT  (+/- 180 meters Scaled)
 HQ0261
 HQ0261                          SUPERSEDED SURVEY CONTROL
 HQ0261
 HQ0261.No superseded survey control is available for this station.
 HQ0261
 HQ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB292586(NAD 83)
 HQ0261_MARKER: DB = BENCH MARK DISK
 HQ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0261_STAMPING: B 332 1952
 HQ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0261+STABILITY: SURFACE MOTION
 HQ0261
 HQ0261  HISTORY     - Date     Condition        Report By
 HQ0261  HISTORY     - 1952     MONUMENTED       CGS
 HQ0261
 HQ0261                          STATION DESCRIPTION
 HQ0261
 HQ0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0261'55 MI SE FROM TONOPAH.
 HQ0261'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ0261'TONOPAH, THENCE 21.1 MILES SOUTHEAST ALONG AN OILED ROAD, THENCE
 HQ0261'8.5 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 13.35 MILES SOUTH
 HQ0261'ALONG A TRACK ROAD, 68 FEET EAST OF THE CENTER LINE OF A TRACK
 HQ0261'ROAD, 3.9 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 HQ0261'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0093 ***********************************************************************
 GS0093  DESIGNATION -  B 333
 GS0093  PID         -  GS0093
 GS0093  STATE/COUNTY-  NV/NYE
 GS0093  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0093
 GS0093                         *CURRENT SURVEY CONTROL
 GS0093  ___________________________________________________________________
 GS0093* NAD 83(1986)-  36 38 39.     (N)    116 24 01.     (W)     SCALED    
 GS0093* NAVD 88     -       811.442  (meters)    2662.21   (feet)  ADJUSTED  
 GS0093  ___________________________________________________________________
 GS0093  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GS0093  DYNAMIC HT  -         810.613 (meters)    2659.49  (feet)  COMP
 GS0093  MODELED GRAV-     979,583.1   (mgal)                       NAVD 88
 GS0093
 GS0093  VERT ORDER  -  FIRST     CLASS II
 GS0093
 GS0093.The horizontal coordinates were scaled from a topographic map and have
 GS0093.an estimated accuracy of +/- 6 seconds.
 GS0093
 GS0093.The orthometric height was determined by differential leveling
 GS0093.and adjusted by the National Geodetic Survey in June 1991..
 GS0093
 GS0093.The geoid height was determined by GEOID03.
 GS0093
 GS0093.The dynamic height is computed by dividing the NAVD 88
 GS0093.geopotential number by the normal gravity value computed on the
 GS0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0093.degrees latitude (g = 980.6199 gals.).
 GS0093
 GS0093.The modeled gravity was interpolated from observed gravity values.
 GS0093
 GS0093;                    North         East    Units  Estimated Accuracy
 GS0093;SPC NV C     - 6,210,180.      523,820.      MT  (+/- 180 meters Scaled)
 GS0093
 GS0093                          SUPERSEDED SURVEY CONTROL
 GS0093
 GS0093  NGVD 29 (05/01/91)  810.632  (m)         2659.55   (f) ADJUSTED    1 2
 GS0093
 GS0093.Superseded values are not recommended for survey control.
 GS0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0093.See file dsdata.txt to determine how the superseded data were derived.
 GS0093
 GS0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA536555(NAD 83)
 GS0093_MARKER: DB = BENCH MARK DISK
 GS0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0093_STAMPING: B 333 1952
 GS0093_MARK LOGO: CGS   
 GS0093_PROJECTION: PROJECTING 10 CENTIMETERS
 GS0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0093+STABILITY: SURFACE MOTION
 GS0093
 GS0093  HISTORY     - Date     Condition        Report By
 GS0093  HISTORY     - 1952     MONUMENTED       CGS
 GS0093  HISTORY     - 1982     GOOD             NGS
 GS0093  HISTORY     - 1983     GOOD             NGS
 GS0093
 GS0093                          STATION DESCRIPTION
 GS0093
 GS0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0093'0.2 MI W FROM LATHROP WELLS.
 GS0093'0.2 MILE WEST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF ITS
 GS0093'Y JUNCTION WITH STATE HIGHWAY 29 AT LATHROP WELLS, 125 FEET
 GS0093'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 95, 122 FEET EAST OF
 GS0093'THE CENTER LINE OF A TRACK ROAD LEADING NORTH, 19 FEET NORTH
 GS0093'OF A TELEPHONE POLE, 6 FEET WEST OF THE EXTENDED CENTER LINE OF
 GS0093'STATE HIGHWAY 29, 2.5 FEET NORTH OF A WITNESS POST, SET IN THE
 GS0093'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GS0093
 GS0093                          STATION RECOVERY (1982)
 GS0093
 GS0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GS0093'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GS0093'AT THE T JUNCTION OF US HIGHWAY 95 AND STATE 373, 38.1 METERS (125 FT)
 GS0093'NORTH OF THE CENTERLINE OF US HIGHWAY 95, 2.8 METERS (9 FT) WEST OF
 GS0093'THE EXTENDED CENTERLINE OF THE STATE HIGHWAY, 37.2 METERS (122 FT)
 GS0093'EAST OF THE CENTER OF A DIRT ROAD LEADING NORTH, 5.8 METERS (19 FT)
 GS0093'NORTH OF THE NORTH POLE OF A TELEPHONE LINE CROSSING US HIGHWAY 95.
 GS0093'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 GS0093'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GS0093
 GS0093                          STATION RECOVERY (1983)
 GS0093
 GS0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0464 ***********************************************************************
 GS0464  DESIGNATION -  B 333 RESET
 GS0464  PID         -  GS0464
 GS0464  STATE/COUNTY-  NV/NYE
 GS0464  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0464
 GS0464                         *CURRENT SURVEY CONTROL
 GS0464  ___________________________________________________________________
 GS0464* NAD 83(1986)-  36 38 39.     (N)    116 24 01.     (W)     SCALED    
 GS0464* NAVD 88     -       811.455  (meters)    2662.25   (feet)  ADJUSTED  
 GS0464  ___________________________________________________________________
 GS0464  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GS0464  DYNAMIC HT  -         810.626 (meters)    2659.53  (feet)  COMP
 GS0464  MODELED GRAV-     979,583.1   (mgal)                       NAVD 88
 GS0464
 GS0464  VERT ORDER  -  FIRST     CLASS II
 GS0464
 GS0464.The horizontal coordinates were scaled from a topographic map and have
 GS0464.an estimated accuracy of +/- 6 seconds.
 GS0464
 GS0464.The orthometric height was determined by differential leveling
 GS0464.and adjusted by the National Geodetic Survey in June 1991..
 GS0464
 GS0464.The geoid height was determined by GEOID03.
 GS0464
 GS0464.The dynamic height is computed by dividing the NAVD 88
 GS0464.geopotential number by the normal gravity value computed on the
 GS0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0464.degrees latitude (g = 980.6199 gals.).
 GS0464
 GS0464.The modeled gravity was interpolated from observed gravity values.
 GS0464
 GS0464;                    North         East    Units  Estimated Accuracy
 GS0464;SPC NV C     - 6,210,180.      523,820.      MT  (+/- 180 meters Scaled)
 GS0464
 GS0464                          SUPERSEDED SURVEY CONTROL
 GS0464
 GS0464  NGVD 29 (05/01/91)  810.645  (m)         2659.59   (f) ADJUSTED    1 2
 GS0464
 GS0464.Superseded values are not recommended for survey control.
 GS0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0464.See file dsdata.txt to determine how the superseded data were derived.
 GS0464
 GS0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA536555(NAD 83)
 GS0464_MARKER: DB = BENCH MARK DISK
 GS0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0464_SP_SET: CONCRETE POST
 GS0464_STAMPING: B 333 RESET 1980
 GS0464_MARK LOGO: NGS   
 GS0464_PROJECTION: PROJECTING 3 CENTIMETERS
 GS0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0464+STABILITY: SURFACE MOTION
 GS0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GS0464+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2001
 GS0464
 GS0464  HISTORY     - Date     Condition        Report By
 GS0464  HISTORY     - 1980     MONUMENTED       NVDT
 GS0464  HISTORY     - 1983     GOOD             NGS
 GS0464  HISTORY     - 20010404 GOOD             JCLS
 GS0464
 GS0464                          STATION DESCRIPTION
 GS0464
 GS0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0464'IN LATHROP WELLS.
 GS0464'IN LATHROP WELLS AT THE T JUNCTION OF US HIGHWAY 95 AND THE EXTENDED
 GS0464'CENTERLINE OF STATE HIGHWAY 373, 49.7 METERS (163 FT) NORTH-NORTHEAST
 GS0464'OF THE HIGHWAY CENTERLINE, 39.3 METERS (129 FT) EAST OF THE CENTER OF
 GS0464'A DIRT ROAD, 17.7 METERS (58 FT) NORTH-NORTHEAST OF A UTILITY POLE AND
 GS0464'IN LINE WITH A ROW OF POLES, 11.9 METERS (39 FT) NORTH-NORTHEAST OF BM
 GS0464'B 333.
 GS0464'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 GS0464'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 GS0464
 GS0464                          STATION RECOVERY (2001)
 GS0464
 GS0464'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 GS0464' 
 GS0464' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0439 ***********************************************************************
 HQ0439  DESIGNATION -  B 334
 HQ0439  PID         -  HQ0439
 HQ0439  STATE/COUNTY-  NV/NYE
 HQ0439  USGS QUAD   -  YUCCA FLAT (1986)
 HQ0439
 HQ0439                         *CURRENT SURVEY CONTROL
 HQ0439  ___________________________________________________________________
 HQ0439* NAD 83(1986)-  37 05 44.     (N)    116 05 00.     (W)     SCALED    
 HQ0439* NAVD 88     -      1281.577  (meters)    4204.64   (feet)  ADJUSTED  
 HQ0439  ___________________________________________________________________
 HQ0439  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 HQ0439  DYNAMIC HT  -        1280.174 (meters)    4200.04  (feet)  COMP
 HQ0439  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 HQ0439
 HQ0439  VERT ORDER  -  SECOND    CLASS 0
 HQ0439
 HQ0439.The horizontal coordinates were scaled from a topographic map and have
 HQ0439.an estimated accuracy of +/- 6 seconds.
 HQ0439
 HQ0439.The orthometric height was determined by differential leveling
 HQ0439.and adjusted by the National Geodetic Survey in June 1991..
 HQ0439
 HQ0439.The geoid height was determined by GEOID03.
 HQ0439
 HQ0439.The dynamic height is computed by dividing the NAVD 88
 HQ0439.geopotential number by the normal gravity value computed on the
 HQ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0439.degrees latitude (g = 980.6199 gals.).
 HQ0439
 HQ0439.The modeled gravity was interpolated from observed gravity values.
 HQ0439
 HQ0439;                    North         East    Units  Estimated Accuracy
 HQ0439;SPC NV C     - 6,260,390.      551,850.      MT  (+/- 180 meters Scaled)
 HQ0439
 HQ0439                          SUPERSEDED SURVEY CONTROL
 HQ0439
 HQ0439  NGVD 29 (??/??/92) 1280.642  (m)         4201.57   (f) ADJ UNCH    2 0
 HQ0439
 HQ0439.Superseded values are not recommended for survey control.
 HQ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0439.See file dsdata.txt to determine how the superseded data were derived.
 HQ0439
 HQ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB814058(NAD 83)
 HQ0439_MARKER: DB = BENCH MARK DISK
 HQ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0439_STAMPING: B 334 1952
 HQ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0439+STABILITY: SURFACE MOTION
 HQ0439
 HQ0439  HISTORY     - Date     Condition        Report By
 HQ0439  HISTORY     - 1952     MONUMENTED       CGS
 HQ0439  HISTORY     - 1984     GOOD             USGS
 HQ0439
 HQ0439                          STATION DESCRIPTION
 HQ0439
 HQ0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0439'13.7 MI N FROM YUCCA PASS.
 HQ0439'11.6 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF
 HQ0439'YUCCA PASS, THENCE 0.1 MILE WEST ALONG A DIRT ROAD, THENCE 1.0
 HQ0439'MILE SOUTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTHWEST
 HQ0439'ALONG AN OILED ROAD, 57 FEET NORTHWEST OF THE CENTER LINE OF
 HQ0439'THE ROAD, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 HQ0439'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 HQ0439
 HQ0439                          STATION RECOVERY (1984)
 HQ0439
 HQ0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0439'11 MILES NORTH AND 1 MILE WEST OF YUCCA PASS, 9 MILES NORTH ALONG
 HQ0439'MERCURY HIGHWAY FROM THE SUMMIT OF YUCCA PASS (ENTRANCE TO CP 1) TO
 HQ0439'B.J. WYE. TAKE LEFT FORK (PAVED ROAD) 2.3 MILES TO AN INTERSECTION
 HQ0439'WITH A GRADED ROAD. TURN LEFT (WEST) 1.0 MILES ON GRADED ROAD TO A
 HQ0439'T-ROAD SOUTH. BM IS 275 FEET WEST ALONG ROAD AND 57 FEET NORTH
 HQ0439'PERPENDICULAR TO ROAD. A STANDARD BRASS TABLET SET IN A CONCRETE
 HQ0439'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0510 ***********************************************************************
 HQ0510  DESIGNATION -  B 335
 HQ0510  PID         -  HQ0510
 HQ0510  STATE/COUNTY-  NV/NYE
 HQ0510  USGS QUAD   -  BUCKBOARD MESA (1983)
 HQ0510
 HQ0510                         *CURRENT SURVEY CONTROL
 HQ0510  ___________________________________________________________________
 HQ0510* NAD 83(1986)-  37 03 36.     (N)    116 17 34.     (W)     SCALED    
 HQ0510* NAVD 88     -      1486.872  (meters)    4878.18   (feet)  ADJUSTED  
 HQ0510  ___________________________________________________________________
 HQ0510  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 HQ0510  DYNAMIC HT  -        1485.167 (meters)    4872.59  (feet)  COMP
 HQ0510  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 HQ0510
 HQ0510  VERT ORDER  -  SECOND    CLASS 0
 HQ0510
 HQ0510.The horizontal coordinates were scaled from a topographic map and have
 HQ0510.an estimated accuracy of +/- 6 seconds.
 HQ0510
 HQ0510.The orthometric height was determined by differential leveling
 HQ0510.and adjusted by the National Geodetic Survey in June 1991..
 HQ0510
 HQ0510.The geoid height was determined by GEOID03.
 HQ0510
 HQ0510.The dynamic height is computed by dividing the NAVD 88
 HQ0510.geopotential number by the normal gravity value computed on the
 HQ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0510.degrees latitude (g = 980.6199 gals.).
 HQ0510
 HQ0510.The modeled gravity was interpolated from observed gravity values.
 HQ0510
 HQ0510;                    North         East    Units  Estimated Accuracy
 HQ0510;SPC NV C     - 6,256,350.      533,250.      MT  (+/- 180 meters Scaled)
 HQ0510
 HQ0510                          SUPERSEDED SURVEY CONTROL
 HQ0510
 HQ0510  NGVD 29 (??/??/92) 1485.856  (m)         4874.85   (f) ADJ UNCH    2 0
 HQ0510
 HQ0510.Superseded values are not recommended for survey control.
 HQ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0510.See file dsdata.txt to determine how the superseded data were derived.
 HQ0510
 HQ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB628017(NAD 83)
 HQ0510_MARKER: DB = BENCH MARK DISK
 HQ0510_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0510_SP_SET: SANDSTONE ROCK
 HQ0510_STAMPING: B 335 1952
 HQ0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0510+STABILITY: POSITION/ELEVATION WELL
 HQ0510
 HQ0510  HISTORY     - Date     Condition        Report By
 HQ0510  HISTORY     - 1952     MONUMENTED       CGS
 HQ0510
 HQ0510                          STATION DESCRIPTION
 HQ0510
 HQ0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0510'6.1 MI W FROM TIPPIPAH SPRINGS.
 HQ0510'6.1 MILES WEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS AT
 HQ0510'TIPPIPAH SPRINGS, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HQ0510'ROAD, ABOUT 6 FEET BELOW THE CREST OF A ROCK LEDGE, SET IN THE
 HQ0510'TOP OF A SANDSTONE ROCK WITH THE LETTERS BM PAINTED ON THE
 HQ0510'SOUTH SLOPE OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0276 ***********************************************************************
 HQ0276  DESIGNATION -  B 337
 HQ0276  PID         -  HQ0276
 HQ0276  STATE/COUNTY-  NV/NYE
 HQ0276  USGS QUAD   -  MELLAN (1988)
 HQ0276
 HQ0276                         *CURRENT SURVEY CONTROL
 HQ0276  ___________________________________________________________________
 HQ0276* NAD 83(1986)-  37 41 54.     (N)    116 35 12.     (W)     SCALED    
 HQ0276* NAVD 88     -      1666.550  (meters)    5467.67   (feet)  ADJUSTED  
 HQ0276  ___________________________________________________________________
 HQ0276  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 HQ0276  DYNAMIC HT  -        1664.670 (meters)    5461.50  (feet)  COMP
 HQ0276  MODELED GRAV-     979,442.8   (mgal)                       NAVD 88
 HQ0276
 HQ0276  VERT ORDER  -  SECOND    CLASS 0
 HQ0276
 HQ0276.The horizontal coordinates were scaled from a topographic map and have
 HQ0276.an estimated accuracy of +/- 6 seconds.
 HQ0276
 HQ0276.The orthometric height was determined by differential leveling
 HQ0276.and adjusted by the National Geodetic Survey in June 1991..
 HQ0276
 HQ0276.The geoid height was determined by GEOID03.
 HQ0276
 HQ0276.The dynamic height is computed by dividing the NAVD 88
 HQ0276.geopotential number by the normal gravity value computed on the
 HQ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0276.degrees latitude (g = 980.6199 gals.).
 HQ0276
 HQ0276.The modeled gravity was interpolated from observed gravity values.
 HQ0276
 HQ0276;                    North         East    Units  Estimated Accuracy
 HQ0276;SPC NV C     - 6,327,130.      507,060.      MT  (+/- 180 meters Scaled)
 HQ0276
 HQ0276                          SUPERSEDED SURVEY CONTROL
 HQ0276
 HQ0276.No superseded survey control is available for this station.
 HQ0276
 HQ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB364724(NAD 83)
 HQ0276_MARKER: DB = BENCH MARK DISK
 HQ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0276_SP_SET: CONCRETE POST
 HQ0276_STAMPING: B 337 1952
 HQ0276_MARK LOGO: CGS   
 HQ0276_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0276+STABILITY: SURFACE MOTION
 HQ0276
 HQ0276  HISTORY     - Date     Condition        Report By
 HQ0276  HISTORY     - 1952     MONUMENTED       CGS
 HQ0276  HISTORY     - 19920623 GOOD             LOCENG
 HQ0276
 HQ0276                          STATION DESCRIPTION
 HQ0276
 HQ0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0276'1 MI SE FROM MELLAN.
 HQ0276'1.0 MILE SOUTHEAST ALONG A DIRT ROAD FROM A LARGE GRANITE
 HQ0276'KNOLL AT MELLAN, 62 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HQ0276'ROAD, 2.6 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF
 HQ0276'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 HQ0276
 HQ0276                          STATION RECOVERY (1992)
 HQ0276
 HQ0276'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0552 ***********************************************************************
 HQ0552  DESIGNATION -  B 338
 HQ0552  PID         -  HQ0552
 HQ0552  STATE/COUNTY-  NV/NYE
 HQ0552  USGS QUAD   -  RHYOLITE KNOB (1987)
 HQ0552
 HQ0552                         *CURRENT SURVEY CONTROL
 HQ0552  ___________________________________________________________________
 HQ0552* NAD 83(1986)-  37 43 29.     (N)    116 09 06.     (W)     SCALED    
 HQ0552* NAVD 88     -      1736.752  (meters)    5697.99   (feet)  ADJUSTED  
 HQ0552  ___________________________________________________________________
 HQ0552  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 HQ0552  DYNAMIC HT  -        1734.743 (meters)    5691.40  (feet)  COMP
 HQ0552  MODELED GRAV-     979,412.1   (mgal)                       NAVD 88
 HQ0552
 HQ0552  VERT ORDER  -  SECOND    CLASS 0
 HQ0552
 HQ0552.The horizontal coordinates were scaled from a topographic map and have
 HQ0552.an estimated accuracy of +/- 6 seconds.
 HQ0552
 HQ0552.The orthometric height was determined by differential leveling
 HQ0552.and adjusted by the National Geodetic Survey in June 1991..
 HQ0552
 HQ0552.The geoid height was determined by GEOID03.
 HQ0552
 HQ0552.The dynamic height is computed by dividing the NAVD 88
 HQ0552.geopotential number by the normal gravity value computed on the
 HQ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0552.degrees latitude (g = 980.6199 gals.).
 HQ0552
 HQ0552.The modeled gravity was interpolated from observed gravity values.
 HQ0552
 HQ0552;                    North         East    Units  Estimated Accuracy
 HQ0552;SPC NV C     - 6,330,180.      545,400.      MT  (+/- 180 meters Scaled)
 HQ0552
 HQ0552                          SUPERSEDED SURVEY CONTROL
 HQ0552
 HQ0552  NGVD 29 (??/??/92) 1735.62   (m)         5694.3    (f) COMPUTED    2 0
 HQ0552
 HQ0552.Superseded values are not recommended for survey control.
 HQ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0552.See file dsdata.txt to determine how the superseded data were derived.
 HQ0552
 HQ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB747756(NAD 83)
 HQ0552_MARKER: DB = BENCH MARK DISK
 HQ0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0552_STAMPING: B 338 1952
 HQ0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0552+STABILITY: SURFACE MOTION
 HQ0552
 HQ0552  HISTORY     - Date     Condition        Report By
 HQ0552  HISTORY     - 1952     MONUMENTED       CGS
 HQ0552
 HQ0552                          STATION DESCRIPTION
 HQ0552
 HQ0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0552'2.4 MI SW FROM REED.
 HQ0552'2.4 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0552'AT REED, 46 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET
 HQ0552'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HQ0552'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1240 ***********************************************************************
 KR1240  DESIGNATION -  B 339
 KR1240  PID         -  KR1240
 KR1240  STATE/COUNTY-  NV/WASHOE
 KR1240  USGS QUAD   -  VISTA (1982)
 KR1240
 KR1240                         *CURRENT SURVEY CONTROL
 KR1240  ___________________________________________________________________
 KR1240* NAD 83(1986)-  39 30 37.     (N)    119 40 04.     (W)     SCALED    
 KR1240* NAVD 88     -      1339.642  (meters)    4395.14   (feet)  ADJUSTED  
 KR1240  ___________________________________________________________________
 KR1240  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR1240  DYNAMIC HT  -        1338.439 (meters)    4391.20  (feet)  COMP
 KR1240  MODELED GRAV-     979,682.7   (mgal)                       NAVD 88
 KR1240
 KR1240  VERT ORDER  -  FIRST     CLASS I
 KR1240
 KR1240.The horizontal coordinates were scaled from a topographic map and have
 KR1240.an estimated accuracy of +/- 6 seconds.
 KR1240
 KR1240.The orthometric height was determined by differential leveling
 KR1240.and adjusted by the National Geodetic Survey in June 1991..
 KR1240
 KR1240.The geoid height was determined by GEOID03.
 KR1240
 KR1240.The dynamic height is computed by dividing the NAVD 88
 KR1240.geopotential number by the normal gravity value computed on the
 KR1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1240.degrees latitude (g = 980.6199 gals.).
 KR1240
 KR1240.The modeled gravity was interpolated from observed gravity values.
 KR1240
 KR1240;                    North         East    Units  Estimated Accuracy
 KR1240;SPC NV W     - 4,528,810.      706,750.      MT  (+/- 180 meters Scaled)
 KR1240
 KR1240                          SUPERSEDED SURVEY CONTROL
 KR1240
 KR1240  NGVD 29 (??/??/92) 1338.586  (m)         4391.68   (f) ADJ UNCH    1 1
 KR1240
 KR1240.Superseded values are not recommended for survey control.
 KR1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1240.See file dsdata.txt to determine how the superseded data were derived.
 KR1240
 KR1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD706768(NAD 83)
 KR1240_MARKER: DB = BENCH MARK DISK
 KR1240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1240_SP_SET: ABUTMENT
 KR1240_STAMPING: B 339 1953
 KR1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1240
 KR1240  HISTORY     - Date     Condition        Report By
 KR1240  HISTORY     - 1953     MONUMENTED       CGS
 KR1240  HISTORY     - 1969     GOOD             NGS
 KR1240
 KR1240                          STATION DESCRIPTION
 KR1240
 KR1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1240'4.2 MI E FROM SPARKS.
 KR1240'4.2 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1240'MCCARRAN BOULEVARD OVERPASS AT SPARKS, 1 POLE WEST OF MILEPOLE 251, IN
 KR1240'THE TOP AND 3.2 FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE
 KR1240'ABUTMENT OF A STEEL TRUSS BRIDGE OVER TRUCKEE RIVER, 4.1 FEET SOUTH OF
 KR1240'THE SOUTH RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  SEC 18, T
 KR1240'19N, R 21E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0132 ***********************************************************************
 JP0132  DESIGNATION -  B 34
 JP0132  PID         -  JP0132
 JP0132  STATE/COUNTY-  NV/NYE
 JP0132  USGS QUAD   -  THE WALL (1968)
 JP0132
 JP0132                         *CURRENT SURVEY CONTROL
 JP0132  ___________________________________________________________________
 JP0132* NAD 83(1986)-  38 28 45.     (N)    115 56 49.     (W)     SCALED    
 JP0132* NAVD 88     -      1828.314  (meters)    5998.39   (feet)  ADJUSTED  
 JP0132  ___________________________________________________________________
 JP0132  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 JP0132  DYNAMIC HT  -        1826.316 (meters)    5991.84  (feet)  COMP
 JP0132  MODELED GRAV-     979,470.8   (mgal)                       NAVD 88
 JP0132
 JP0132  VERT ORDER  -  FIRST     CLASS II
 JP0132
 JP0132.The horizontal coordinates were scaled from a topographic map and have
 JP0132.an estimated accuracy of +/- 6 seconds.
 JP0132
 JP0132.The orthometric height was determined by differential leveling
 JP0132.and adjusted by the National Geodetic Survey in June 1991..
 JP0132
 JP0132.The geoid height was determined by GEOID03.
 JP0132
 JP0132.The dynamic height is computed by dividing the NAVD 88
 JP0132.geopotential number by the normal gravity value computed on the
 JP0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0132.degrees latitude (g = 980.6199 gals.).
 JP0132
 JP0132.The modeled gravity was interpolated from observed gravity values.
 JP0132
 JP0132;                    North         East    Units  Estimated Accuracy
 JP0132;SPC NV C     - 6,414,030.      562,800.      MT  (+/- 180 meters Scaled)
 JP0132
 JP0132                          SUPERSEDED SURVEY CONTROL
 JP0132
 JP0132  NGVD 29 (??/??/92) 1827.143  (m)         5994.55   (f) ADJ UNCH    1 2
 JP0132
 JP0132.Superseded values are not recommended for survey control.
 JP0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0132.See file dsdata.txt to determine how the superseded data were derived.
 JP0132
 JP0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC918595(NAD 83)
 JP0132_MARKER: DB = BENCH MARK DISK
 JP0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0132_STAMPING: 5994.552 B34 1933
 JP0132_MARK LOGO: CGS   
 JP0132_PROJECTION: PROJECTING 35 CENTIMETERS
 JP0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0132+STABILITY: SURFACE MOTION
 JP0132
 JP0132  HISTORY     - Date     Condition        Report By
 JP0132  HISTORY     - 1933     MONUMENTED       CGS
 JP0132  HISTORY     - 1969     GOOD             USGS
 JP0132  HISTORY     - 1984     GOOD             NGS
 JP0132
 JP0132                          STATION DESCRIPTION
 JP0132
 JP0132'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JP0132'37.0 MI NE FROM WARM SPRINGS.
 JP0132'ABOUT 11.0 MILES SOUTHWEST ALONG THE 1933 ROUTE OF STATE HWY. 4 FROM
 JP0132'LOCKS RANCH.  ABOUT 37.0 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM
 JP0132'WARM SPRINGS, NYE COUNTY, 2.0 MILES NORTHEAST OF A LARGE CINDER PIT,
 JP0132'AND ABOUT 145 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A
 JP0132'STANDARD DISK, STAMPED, 5994.552 B34 1933, AND SET IN A CONCRETE POST
 JP0132'PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 JP0132
 JP0132                          STATION RECOVERY (1984)
 JP0132
 JP0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JP0132'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JP0132'55.35 KM (34.6 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0132'STATE HIGHWAY 375 AT WARM SPRINGS, 0.8 KM (0.5 MI) SOUTHWEST OF
 JP0132'MILEPOST 85 AND 41.9 METERS (137.5 FT) SOUTHEAST OF THE HIGHWAY
 JP0132'CENTERLINE.
 JP0132'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JP0132'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0582 ***********************************************************************
 KR0582  DESIGNATION -  B 340
 KR0582  PID         -  KR0582
 KR0582  STATE/COUNTY-  NV/LYON
 KR0582  USGS QUAD   -  FERNLEY EAST (1985)
 KR0582
 KR0582                         *CURRENT SURVEY CONTROL
 KR0582  ___________________________________________________________________
 KR0582* NAD 83(1986)-  39 36 23.     (N)    119 14 11.     (W)     SCALED    
 KR0582* NAVD 88     -      1266.446  (meters)    4155.00   (feet)  ADJUSTED  
 KR0582  ___________________________________________________________________
 KR0582  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 KR0582  DYNAMIC HT  -        1265.348 (meters)    4151.40  (feet)  COMP
 KR0582  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 KR0582
 KR0582  VERT ORDER  -  FIRST     CLASS II
 KR0582
 KR0582.The horizontal coordinates were scaled from a topographic map and have
 KR0582.an estimated accuracy of +/- 6 seconds.
 KR0582
 KR0582.The orthometric height was determined by differential leveling
 KR0582.and adjusted by the National Geodetic Survey in June 1991..
 KR0582
 KR0582.The geoid height was determined by GEOID03.
 KR0582
 KR0582.The dynamic height is computed by dividing the NAVD 88
 KR0582.geopotential number by the normal gravity value computed on the
 KR0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0582.degrees latitude (g = 980.6199 gals.).
 KR0582
 KR0582.The modeled gravity was interpolated from observed gravity values.
 KR0582
 KR0582;                    North         East    Units  Estimated Accuracy
 KR0582;SPC NV W     - 4,539,120.      743,920.      MT  (+/- 180 meters Scaled)
 KR0582
 KR0582                          SUPERSEDED SURVEY CONTROL
 KR0582
 KR0582  NGVD 29 (??/??/92) 1265.473  (m)         4151.81   (f) ADJ UNCH    1 2
 KR0582
 KR0582.Superseded values are not recommended for survey control.
 KR0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0582.See file dsdata.txt to determine how the superseded data were derived.
 KR0582
 KR0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD080864(NAD 83)
 KR0582_MARKER: DB = BENCH MARK DISK
 KR0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0582_SP_SET: CONCRETE POST
 KR0582_STAMPING: B 340 1953
 KR0582_MARK LOGO: CGS   
 KR0582_PROJECTION: PROJECTING 6 CENTIMETERS
 KR0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0582+STABILITY: SURFACE MOTION
 KR0582
 KR0582  HISTORY     - Date     Condition        Report By
 KR0582  HISTORY     - 1953     MONUMENTED       CGS
 KR0582  HISTORY     - 1986     GOOD             NGS
 KR0582
 KR0582                          STATION DESCRIPTION
 KR0582
 KR0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0582'0.9 MI E FROM FERNLEY.
 KR0582'0.9 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0582'STATION AT FERNLEY, 216 1/2 FEET SOUTHWEST OF AND ACROSS THE TRACK
 KR0582'FROM MILEPOLE 277, 175 FEET NORTHEAST OF THE EAST END OF A WIRE GATE
 KR0582'IN A FENCE, 48.8 FEET SOUTH OF THE SOUTH RAIL, 17 1/2 FEET EAST OF A
 KR0582'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 2.0 FEET WEST
 KR0582'OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE TRACK, AND SET IN THE
 KR0582'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KR0582
 KR0582                          STATION RECOVERY (1986)
 KR0582
 KR0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0582'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.68 KM (1.05
 KR0582'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0582'FERNLEY, DIRECTLY IN LINE WITH THE EXTENDED CENTERLINE OF 6TH STREET,
 KR0582'99 METERS (325 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 13.1 METERS
 KR0582'(43.5 FT) SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF THE SOUTHERN
 KR0582'PACIFIC RAILROAD, 5.1 METERS (17.0 FT) EAST OF A TELEPHONE POLE.
 KR0582'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KR0582'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0440 ***********************************************************************
 KR0440  DESIGNATION -  B 341
 KR0440  PID         -  KR0440
 KR0440  STATE/COUNTY-  NV/CHURCHILL
 KR0440  USGS QUAD   -  UPSAL HOGBACK (1985)
 KR0440
 KR0440                         *CURRENT SURVEY CONTROL
 KR0440  ___________________________________________________________________
 KR0440* NAD 83(1986)-  39 42 45.     (N)    118 47 13.     (W)     SCALED    
 KR0440* NAVD 88     -      1194.13   (+/-2cm)    3917.7    (feet)  VERTCON   
 KR0440  ___________________________________________________________________
 KR0440  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KR0440
 KR0440  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0440
 KR0440.The horizontal coordinates were scaled from a topographic map and have
 KR0440.an estimated accuracy of +/- 6 seconds.
 KR0440
 KR0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0440.The vertical order pertains to the NGVD 29 superseded value.
 KR0440
 KR0440.The geoid height was determined by GEOID03.
 KR0440
 KR0440;                    North         East    Units  Estimated Accuracy
 KR0440;SPC NV W     - 4,550,710.      782,540.      MT  (+/- 180 meters Scaled)
 KR0440
 KR0440                          SUPERSEDED SURVEY CONTROL
 KR0440
 KR0440  NGVD 29 (??/??/92) 1193.213  (m)         3914.73   (f) ADJ UNCH    1 2
 KR0440
 KR0440.Superseded values are not recommended for survey control.
 KR0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0440.See file dsdata.txt to determine how the superseded data were derived.
 KR0440
 KR0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD468973(NAD 83)
 KR0440_MARKER: DB = BENCH MARK DISK
 KR0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0440_SP_SET: ABUTMENT
 KR0440_STAMPING: B 341 1953
 KR0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0440
 KR0440  HISTORY     - Date     Condition        Report By
 KR0440  HISTORY     - 1953     MONUMENTED       CGS
 KR0440
 KR0440                          STATION DESCRIPTION
 KR0440
 KR0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0440'6.5 MI S FROM PARRAN.
 KR0440'6.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0440'WATER TANK AT PARRAN, AT WOODEN BRIDGE 305.41, IN THE TOP OF THE
 KR0440'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT, 7.5 FEET SOUTHEAST
 KR0440'OF THE SOUTHEAST RAIL, AND ABOUT 2 1/2 FEET LOWER THAN THE TOP OF THE
 KR0440'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0129 ***********************************************************************
 LS0129  DESIGNATION -  B 342
 LS0129  PID         -  LS0129
 LS0129  STATE/COUNTY-  NV/PERSHING
 LS0129  USGS QUAD   -  OREANA (1987)
 LS0129
 LS0129                         *CURRENT SURVEY CONTROL
 LS0129  ___________________________________________________________________
 LS0129* NAD 83(1986)-  40 20 53.     (N)    118 18 41.     (W)     SCALED    
 LS0129* NAVD 88     -      1273.290  (meters)    4177.45   (feet)  ADJUSTED  
 LS0129  ___________________________________________________________________
 LS0129  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 LS0129  DYNAMIC HT  -        1272.261 (meters)    4174.08  (feet)  COMP
 LS0129  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 LS0129
 LS0129  VERT ORDER  -  FIRST     CLASS II
 LS0129
 LS0129.The horizontal coordinates were scaled from a topographic map and have
 LS0129.an estimated accuracy of +/- 6 seconds.
 LS0129
 LS0129.The orthometric height was determined by differential leveling
 LS0129.and adjusted by the National Geodetic Survey in June 1991..
 LS0129
 LS0129.The geoid height was determined by GEOID03.
 LS0129
 LS0129.The dynamic height is computed by dividing the NAVD 88
 LS0129.geopotential number by the normal gravity value computed on the
 LS0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0129.degrees latitude (g = 980.6199 gals.).
 LS0129
 LS0129.The modeled gravity was interpolated from observed gravity values.
 LS0129
 LS0129;                    North         East    Units  Estimated Accuracy
 LS0129;SPC NV W     - 4,621,290.      823,100.      MT  (+/- 180 meters Scaled)
 LS0129
 LS0129                          SUPERSEDED SURVEY CONTROL
 LS0129
 LS0129  NGVD 29 (??/??/92) 1272.29   (m)         4174.2    (f) COMPUTED    1 2
 LS0129
 LS0129.Superseded values are not recommended for survey control.
 LS0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0129.See file dsdata.txt to determine how the superseded data were derived.
 LS0129
 LS0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE886672(NAD 83)
 LS0129_MARKER: DB = BENCH MARK DISK
 LS0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0129_SP_SET: CONCRETE POST
 LS0129_STAMPING: B 342 1953
 LS0129_MARK LOGO: CGS   
 LS0129_PROJECTION: PROJECTING 5 CENTIMETERS
 LS0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0129+STABILITY: SURFACE MOTION
 LS0129
 LS0129  HISTORY     - Date     Condition        Report By
 LS0129  HISTORY     - 1953     MONUMENTED       CGS
 LS0129  HISTORY     - 1986     GOOD             NGS
 LS0129
 LS0129                          STATION DESCRIPTION
 LS0129
 LS0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0129'1.0 MI NE FROM OREANA.
 LS0129'1.0 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LS0129'THE SIDING SIGN AT OREANA, AT THE CROSSING OF A DIRT ROAD, 325 1/2
 LS0129'FEET SOUTHEAST OF AND ACROSS THE TRACK FROM MILEPOLE 359, 225 1/2 FEET
 LS0129'NORTHEAST OF AN OREANA ONE MILE SIGN, 156.6 FEET EAST OF THE EAST
 LS0129'RAIL, 44 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 27.8 FEET WEST
 LS0129'OF A FENCE CORNER, 1.9 FEET NORTH OF A FENCE, 2.3 FEET WEST OF A
 LS0129'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 LS0129'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LS0129
 LS0129                          STATION RECOVERY (1986)
 LS0129
 LS0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0129'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.6 KM (1.0
 LS0129'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 119) IN
 LS0129'OREANA, 0.23 KM (0.14 MI) SOUTH OF MILEPOST 121, 79.2 METERS (260 FT)
 LS0129'WEST OF THE CENTERLINE OF THE WESTBOUND LANES, 47.5 METERS (156 FT)
 LS0129'EAST OF THE EAST RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD,
 LS0129'18.3 METERS (60.0 FT) WEST OF A FENCE, 13.6 METERS (44.5 FT) NORTH THE
 LS0129'CENTERLINE OF AN OLD TRACK ROAD.
 LS0129'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LS0129'THE MARK IS 0.6 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0021 ***********************************************************************
 LS0021  DESIGNATION -  B 343
 LS0021  PID         -  LS0021
 LS0021  STATE/COUNTY-  NV/PERSHING
 LS0021  USGS QUAD   -  MILL CITY (1987)
 LS0021
 LS0021                         *CURRENT SURVEY CONTROL
 LS0021  ___________________________________________________________________
 LS0021* NAD 83(1986)-  40 40 18.     (N)    118 06 59.     (W)     SCALED    
 LS0021* NAVD 88     -      1278.693  (meters)    4195.18   (feet)  ADJUSTED  
 LS0021  ___________________________________________________________________
 LS0021  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 LS0021  DYNAMIC HT  -        1277.693 (meters)    4191.90  (feet)  COMP
 LS0021  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 LS0021
 LS0021  VERT ORDER  -  FIRST     CLASS II
 LS0021
 LS0021.The horizontal coordinates were scaled from a topographic map and have
 LS0021.an estimated accuracy of +/- 6 seconds.
 LS0021
 LS0021.The orthometric height was determined by differential leveling
 LS0021.and adjusted by the National Geodetic Survey in June 1991..
 LS0021
 LS0021.The geoid height was determined by GEOID03.
 LS0021
 LS0021.The dynamic height is computed by dividing the NAVD 88
 LS0021.geopotential number by the normal gravity value computed on the
 LS0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0021.degrees latitude (g = 980.6199 gals.).
 LS0021
 LS0021.The modeled gravity was interpolated from observed gravity values.
 LS0021
 LS0021;                    North         East    Units  Estimated Accuracy
 LS0021;SPC NV W     - 4,657,290.      839,480.      MT  (+/- 180 meters Scaled)
 LS0021
 LS0021                          SUPERSEDED SURVEY CONTROL
 LS0021
 LS0021  NGVD 29 (??/??/92) 1277.70   (m)         4191.9    (f) COMPUTED    1 2
 LS0021
 LS0021.Superseded values are not recommended for survey control.
 LS0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0021.See file dsdata.txt to determine how the superseded data were derived.
 LS0021
 LS0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF056029(NAD 83)
 LS0021_MARKER: DB = BENCH MARK DISK
 LS0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LS0021_SP_SET: ABUTMENT
 LS0021_STAMPING: B 343 1953
 LS0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LS0021
 LS0021  HISTORY     - Date     Condition        Report By
 LS0021  HISTORY     - 1953     MONUMENTED       CGS
 LS0021
 LS0021                          STATION DESCRIPTION
 LS0021
 LS0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0021'1.8 MI E FROM IMLAY.
 LS0021'1.8 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0021'STATION AT IMLAY, AT WOODEN BRIDGE 386.18, IN THE TOP OF THE SOUTH END
 LS0021'OF THE EAST CONCRETE ABUTMENT, 7.4 FEET SOUTH OF THE SOUTH RAIL, AND
 LS0021'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0522 ***********************************************************************
 LR0522  DESIGNATION -  B 344
 LR0522  PID         -  LR0522
 LR0522  STATE/COUNTY-  NV/HUMBOLDT
 LR0522  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0522
 LR0522                         *CURRENT SURVEY CONTROL
 LR0522  ___________________________________________________________________
 LR0522* NAD 83(1986)-  40 54 51.     (N)    117 48 44.     (W)     SCALED    
 LR0522* NAVD 88     -      1310.745  (meters)    4300.34   (feet)  POSTED    
 LR0522  ___________________________________________________________________
 LR0522  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 LR0522  DYNAMIC HT  -        1309.740 (meters)    4297.04  (feet)  COMP
 LR0522  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 LR0522
 LR0522  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LR0522
 LR0522.The horizontal coordinates were scaled from a topographic map and have
 LR0522.an estimated accuracy of +/- 6 seconds.
 LR0522
 LR0522.The orthometric height was determined by differential leveling
 LR0522.and adjusted by the National Geodetic Survey in 1992..
 LR0522.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LR0522.rate of 2.1 thru 3.0 mm/km.
 LR0522
 LR0522.The geoid height was determined by GEOID03.
 LR0522
 LR0522.The dynamic height is computed by dividing the NAVD 88
 LR0522.geopotential number by the normal gravity value computed on the
 LR0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0522.degrees latitude (g = 980.6199 gals.).
 LR0522
 LR0522.The modeled gravity was interpolated from observed gravity values.
 LR0522
 LR0522;                    North         East    Units  Estimated Accuracy
 LR0522;SPC NV W     - 4,684,400.      864,960.      MT  (+/- 180 meters Scaled)
 LR0522
 LR0522                          SUPERSEDED SURVEY CONTROL
 LR0522
 LR0522  NGVD 29 (??/??/92) 1309.71   (m)         4296.9    (f) COMPUTED    1 2
 LR0522
 LR0522.Superseded values are not recommended for survey control.
 LR0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0522.See file dsdata.txt to determine how the superseded data were derived.
 LR0522
 LR0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF316295(NAD 83)
 LR0522_MARKER: DB = BENCH MARK DISK
 LR0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0522_STAMPING: B 344 1953
 LR0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0522+STABILITY: SURFACE MOTION
 LR0522
 LR0522  HISTORY     - Date     Condition        Report By
 LR0522  HISTORY     - 1953     MONUMENTED       CGS
 LR0522
 LR0522                          STATION DESCRIPTION
 LR0522
 LR0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0522'4.7 MI NE FROM ROSE CREEK.
 LR0522'4.7 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0522'THE SIDING SIGN AT ROSE CREEK, 13 POLES NORTHEAST OF MILEPOLE 411, AT
 LR0522'THE CROSSING OF A GRAVELED ROAD, 196.2 FEET SOUTHEAST OF THE SOUTHEAST
 LR0522'RAIL, 69 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 32.4 FEET
 LR0522'NORTHEAST OF A FENCE CORNER, 1.7 FEET NORTHWEST OF A FENCE, 1.7 FEET
 LR0522'SOUTHWEST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND
 LR0522'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 LR0522'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0554 ***********************************************************************
 LR0554  DESIGNATION -  B 345
 LR0554  PID         -  LR0554
 LR0554  STATE/COUNTY-  NV/HUMBOLDT
 LR0554  USGS QUAD   -  POLE CREEK (1983)
 LR0554
 LR0554                         *CURRENT SURVEY CONTROL
 LR0554  ___________________________________________________________________
 LR0554* NAD 83(1986)-  40 58 01.     (N)    117 30 14.     (W)     SCALED    
 LR0554* NAVD 88     -      1334.979  (meters)    4379.84   (feet)  ADJUSTED  
 LR0554  ___________________________________________________________________
 LR0554  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 LR0554  DYNAMIC HT  -        1333.975 (meters)    4376.55  (feet)  COMP
 LR0554  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 LR0554
 LR0554  VERT ORDER  -  FIRST     CLASS II
 LR0554
 LR0554.The horizontal coordinates were scaled from a topographic map and have
 LR0554.an estimated accuracy of +/- 6 seconds.
 LR0554
 LR0554.The orthometric height was determined by differential leveling
 LR0554.and adjusted by the National Geodetic Survey in June 1991..
 LR0554
 LR0554.The geoid height was determined by GEOID03.
 LR0554
 LR0554.The dynamic height is computed by dividing the NAVD 88
 LR0554.geopotential number by the normal gravity value computed on the
 LR0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0554.degrees latitude (g = 980.6199 gals.).
 LR0554
 LR0554.The modeled gravity was interpolated from observed gravity values.
 LR0554
 LR0554;                    North         East    Units  Estimated Accuracy
 LR0554;SPC NV W     - 4,690,540.      890,860.      MT  (+/- 180 meters Scaled)
 LR0554
 LR0554                          SUPERSEDED SURVEY CONTROL
 LR0554
 LR0554  NGVD 29 (??/??/92) 1333.961  (m)         4376.50   (f) ADJ UNCH    1 2
 LR0554
 LR0554.Superseded values are not recommended for survey control.
 LR0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0554.See file dsdata.txt to determine how the superseded data were derived.
 LR0554
 LR0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF576352(NAD 83)
 LR0554_MARKER: DB = BENCH MARK DISK
 LR0554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0554_SP_SET: BRIDGE
 LR0554_STAMPING: B 345 1953
 LR0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0554
 LR0554  HISTORY     - Date     Condition        Report By
 LR0554  HISTORY     - 1953     MONUMENTED       CGS
 LR0554
 LR0554                          STATION DESCRIPTION
 LR0554
 LR0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0554'1.0 MI NW FROM GOLCONDA.
 LR0554'1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0554'THE STATION AT GOLCONDA, AT CONCRETE BRIDGE 432.93, IN THE TOP OF THE
 LR0554'NORTHEAST END OF THE SOUTHEAST ABUTMENT, 7.3 FEET NORTHEAST OF THE
 LR0554'NORTHEAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0307 ***********************************************************************
 LR0307  DESIGNATION -  B 346
 LR0307  PID         -  LR0307
 LR0307  STATE/COUNTY-  NV/HUMBOLDT
 LR0307  USGS QUAD   -  ELLISON (1981)
 LR0307
 LR0307                         *CURRENT SURVEY CONTROL
 LR0307  ___________________________________________________________________
 LR0307* NAD 83(1986)-  40 47 08.     (N)    117 07 00.     (W)     SCALED    
 LR0307* NAVD 88     -      1377.296  (meters)    4518.68   (feet)  ADJUSTED  
 LR0307  ___________________________________________________________________
 LR0307  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 LR0307  DYNAMIC HT  -        1376.233 (meters)    4515.19  (feet)  COMP
 LR0307  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 LR0307
 LR0307  VERT ORDER  -  FIRST     CLASS II
 LR0307
 LR0307.The horizontal coordinates were scaled from a topographic map and have
 LR0307.an estimated accuracy of +/- 6 seconds.
 LR0307
 LR0307.The orthometric height was determined by differential leveling
 LR0307.and adjusted by the National Geodetic Survey in June 1991..
 LR0307
 LR0307.The geoid height was determined by GEOID03.
 LR0307
 LR0307.The dynamic height is computed by dividing the NAVD 88
 LR0307.geopotential number by the normal gravity value computed on the
 LR0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0307.degrees latitude (g = 980.6199 gals.).
 LR0307
 LR0307.The modeled gravity was interpolated from observed gravity values.
 LR0307
 LR0307;                    North         East    Units  Estimated Accuracy
 LR0307;SPC NV W     - 4,670,870.      923,790.      MT  (+/- 180 meters Scaled)
 LR0307
 LR0307                          SUPERSEDED SURVEY CONTROL
 LR0307
 LR0307.No superseded survey control is available for this station.
 LR0307
 LR0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF901149(NAD 83)
 LR0307_MARKER: DB = BENCH MARK DISK
 LR0307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LR0307_STAMPING: B 346 1953
 LR0307_MARK LOGO: CGS   
 LR0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0307+STABILITY: SURFACE MOTION
 LR0307
 LR0307  HISTORY     - Date     Condition        Report By
 LR0307  HISTORY     - 1953     MONUMENTED       CGS
 LR0307  HISTORY     - 1984     GOOD             NGS
 LR0307
 LR0307                          STATION DESCRIPTION
 LR0307
 LR0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0307'0.8 MI SE FROM VALMY.
 LR0307'0.8 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0307'THE WATER TANK AT VALMY, 0.1 MILE (3-1/4 POLES) SOUTHEAST OF MILEPOLE
 LR0307'462, AT 4- BY 10-FOOT CONCRETE BOX CULVERT 462.12, IN THE TOP OF THE
 LR0307'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT, 7.1 FEET SOUTHWEST
 LR0307'OF THE SOUTHWEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 LR0307'RAIL.
 LR0307
 LR0307                          STATION RECOVERY (1984)
 LR0307
 LR0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0307'RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE EXCEPT
 LR0307'ADD ALSO--22.3 KM (13.9 MI) NORTHWEST OF THE STATIONAT BATTLE
 LR0307'MOUNTAIN.
 LR0307'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0218 ***********************************************************************
 MT0218  DESIGNATION -  B 347
 MT0218  PID         -  MT0218
 MT0218  STATE/COUNTY-  NV/ELKO
 MT0218  USGS QUAD   -  HOLBORN (1968)
 MT0218
 MT0218                         *CURRENT SURVEY CONTROL
 MT0218  ___________________________________________________________________
 MT0218* NAD 83(1986)-  41 12 21.     (N)    114 39 18.     (W)     SCALED    
 MT0218* NAVD 88     -      1871.756  (meters)    6140.92   (feet)  ADJUSTED  
 MT0218  ___________________________________________________________________
 MT0218  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 MT0218  DYNAMIC HT  -        1870.181 (meters)    6135.75  (feet)  COMP
 MT0218  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 MT0218
 MT0218  VERT ORDER  -  FIRST     CLASS II
 MT0218
 MT0218.The horizontal coordinates were scaled from a topographic map and have
 MT0218.an estimated accuracy of +/- 6 seconds.
 MT0218
 MT0218.The orthometric height was determined by differential leveling
 MT0218.and adjusted by the National Geodetic Survey in June 1991..
 MT0218
 MT0218.The geoid height was determined by GEOID03.
 MT0218
 MT0218.The dynamic height is computed by dividing the NAVD 88
 MT0218.geopotential number by the normal gravity value computed on the
 MT0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0218.degrees latitude (g = 980.6199 gals.).
 MT0218
 MT0218.The modeled gravity was interpolated from observed gravity values.
 MT0218
 MT0218;                    North         East    Units  Estimated Accuracy
 MT0218;SPC NV E     - 8,716,920.      277,860.      MT  (+/- 180 meters Scaled)
 MT0218
 MT0218                          SUPERSEDED SURVEY CONTROL
 MT0218
 MT0218  NGVD 29 (??/??/92) 1870.581  (m)         6137.06   (f) ADJ UNCH    1 2
 MT0218
 MT0218.Superseded values are not recommended for survey control.
 MT0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0218.See file dsdata.txt to determine how the superseded data were derived.
 MT0218
 MT0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF966642(NAD 83)
 MT0218_MARKER: DB = BENCH MARK DISK
 MT0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0218_STAMPING: B 347 1953
 MT0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0218+STABILITY: SURFACE MOTION
 MT0218
 MT0218  HISTORY     - Date     Condition        Report By
 MT0218  HISTORY     - 1953     MONUMENTED       CGS
 MT0218
 MT0218                          STATION DESCRIPTION
 MT0218
 MT0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0218'0.2 MI NE FROM FENELON.
 MT0218'0.2 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0218'THE STATION AT FENELON, 11 FEET WEST OF MILEPOLE 628, 9 RAILS
 MT0218'SOUTHWEST OF THE NORTHEAST END OF A LONG HIGH FILL, 179.0 FEET
 MT0218'SOUTHWEST OF THE CENTER OF THE NORTHWEST END OF 36-INCH CONCRETE PIPE
 MT0218'CULVERT 628.02, 44.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 MT0218'TRACK, 1.8 FEET EAST OF A WITNESS POST, ABOUT 18 FEET LOWER THAN THE
 MT0218'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MT0218'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0119 ***********************************************************************
 MT0119  DESIGNATION -  B 348
 MT0119  PID         -  MT0119
 MT0119  STATE/COUNTY-  NV/ELKO
 MT0119  USGS QUAD   -  LORAY (1982)
 MT0119
 MT0119                         *CURRENT SURVEY CONTROL
 MT0119  ___________________________________________________________________
 MT0119* NAD 83(1986)-  41 13 00.     (N)    114 15 46.     (W)     SCALED    
 MT0119* NAVD 88     -      1567.028  (meters)    5141.16   (feet)  ADJUSTED  
 MT0119  ___________________________________________________________________
 MT0119  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 MT0119  DYNAMIC HT  -        1565.802 (meters)    5137.14  (feet)  COMP
 MT0119  MODELED GRAV-     979,786.2   (mgal)                       NAVD 88
 MT0119
 MT0119  VERT ORDER  -  FIRST     CLASS II
 MT0119
 MT0119.The horizontal coordinates were scaled from a topographic map and have
 MT0119.an estimated accuracy of +/- 6 seconds.
 MT0119
 MT0119.The orthometric height was determined by differential leveling
 MT0119.and adjusted by the National Geodetic Survey in June 1991..
 MT0119
 MT0119.The geoid height was determined by GEOID03.
 MT0119
 MT0119.The dynamic height is computed by dividing the NAVD 88
 MT0119.geopotential number by the normal gravity value computed on the
 MT0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0119.degrees latitude (g = 980.6199 gals.).
 MT0119
 MT0119.The modeled gravity was interpolated from observed gravity values.
 MT0119
 MT0119;                    North         East    Units  Estimated Accuracy
 MT0119;SPC NV E     - 8,718,550.      310,730.      MT  (+/- 180 meters Scaled)
 MT0119
 MT0119                          SUPERSEDED SURVEY CONTROL
 MT0119
 MT0119  NGVD 29 (??/??/92) 1565.923  (m)         5137.53   (f) ADJ UNCH    1 2
 MT0119
 MT0119.Superseded values are not recommended for survey control.
 MT0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0119.See file dsdata.txt to determine how the superseded data were derived.
 MT0119
 MT0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF294664(NAD 83)
 MT0119_MARKER: DB = BENCH MARK DISK
 MT0119_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0119_STAMPING: B 348 1953
 MT0119_MARK LOGO: CGS   
 MT0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0119+STABILITY: SURFACE MOTION
 MT0119
 MT0119  HISTORY     - Date     Condition        Report By
 MT0119  HISTORY     - 1953     MONUMENTED       CGS
 MT0119  HISTORY     - 1984     GOOD             NGS
 MT0119
 MT0119                          STATION DESCRIPTION
 MT0119
 MT0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0119'4.9 MI SW FROM MONTELLO.
 MT0119'4.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0119'THE STATION AT MONTELLO, 3 POLES NORTHEAST OF MILEPOLE 657, AT DOUBLE
 MT0119'(24- AND 18-INCH) CONCRETE PIPE CULVERT 657.04, IN THE TOP OF THE
 MT0119'NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL, 8.6 FEET NORTHWEST
 MT0119'OF THE NORTHWEST RAIL OF THE WESTBOUND TRACK, AND ABOUT 1 1/2 FEET
 MT0119'LOWER THAN THE TOP OF THE RAIL.
 MT0119
 MT0119                          STATION RECOVERY (1984)
 MT0119
 MT0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0119'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM
 MT0119'(4.9 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MT0119'OFFICE AT MONTELLO, IN TOP OF AND 0.6 METER (2 FT) SOUTHWEST OF THE
 MT0119'NORTHEAST END OF THE NORTHWEST HEADWALL FOR A 24-INCH AND 18-INCH
 MT0119'STEEL PIPE CULVERT 657.04, 2.6 METERS (8.5 FT) NORTHWEST OF THE
 MT0119'NORTHWEST RAIL.
 MT0119'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0185 ***********************************************************************
 JQ0185  DESIGNATION -  B 349
 JQ0185  PID         -  JQ0185
 JQ0185  STATE/COUNTY-  NV/ESMERALDA
 JQ0185  USGS QUAD   -  LONE MOUNTAIN (1987)
 JQ0185
 JQ0185                         *CURRENT SURVEY CONTROL
 JQ0185  ___________________________________________________________________
 JQ0185* NAD 83(1986)-  38 06 06.     (N)    117 23 28.     (W)     SCALED    
 JQ0185* NAVD 88     -      1534.992  (meters)    5036.05   (feet)  ADJUSTED  
 JQ0185  ___________________________________________________________________
 JQ0185  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 JQ0185  DYNAMIC HT  -        1533.332 (meters)    5030.61  (feet)  COMP
 JQ0185  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 JQ0185
 JQ0185  VERT ORDER  -  FIRST     CLASS II
 JQ0185
 JQ0185.The horizontal coordinates were scaled from a topographic map and have
 JQ0185.an estimated accuracy of +/- 6 seconds.
 JQ0185
 JQ0185.The orthometric height was determined by differential leveling
 JQ0185.and adjusted by the National Geodetic Survey in June 1991..
 JQ0185
 JQ0185.The geoid height was determined by GEOID03.
 JQ0185
 JQ0185.The dynamic height is computed by dividing the NAVD 88
 JQ0185.geopotential number by the normal gravity value computed on the
 JQ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0185.degrees latitude (g = 980.6199 gals.).
 JQ0185
 JQ0185.The modeled gravity was interpolated from observed gravity values.
 JQ0185
 JQ0185;                    North         East    Units  Estimated Accuracy
 JQ0185;SPC NV W     - 4,372,560.      904,560.      MT  (+/- 180 meters Scaled)
 JQ0185
 JQ0185                          SUPERSEDED SURVEY CONTROL
 JQ0185
 JQ0185  NGVD 29 (??/??/92) 1533.868  (m)         5032.37   (f) ADJ UNCH    1 2
 JQ0185
 JQ0185.Superseded values are not recommended for survey control.
 JQ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0185.See file dsdata.txt to determine how the superseded data were derived.
 JQ0185
 JQ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC657171(NAD 83)
 JQ0185_MARKER: DB = BENCH MARK DISK
 JQ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0185_STAMPING: B 349 1953
 JQ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0185+STABILITY: SURFACE MOTION
 JQ0185
 JQ0185  HISTORY     - Date     Condition        Report By
 JQ0185  HISTORY     - 1953     MONUMENTED       CGS
 JQ0185  HISTORY     - 1985     GOOD             USGS
 JQ0185
 JQ0185                          STATION DESCRIPTION
 JQ0185
 JQ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0185'14.5 MI W FROM TONOPAH.
 JQ0185'2.2 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT TONOPAH,
 JQ0185'THENCE 6.6 MILES SOUTHWEST ALONG THE ABANDONED TONOPAH AND GOLDFIELD
 JQ0185'RAILROAD, THENCE 5.7 MILES NORTHWEST ALONG THE ABANDONED TONOPAH AND
 JQ0185'GOLDFIELD RAILROAD, 1.2 MILES SOUTHEAST OF MAIN LINE JUNCTION, 0.85
 JQ0185'MILE SOUTHEAST OF THE CROSSING OF A POWER LINE POLE, 59 1/2 FEET
 JQ0185'SOUTHWEST OF THE CENTER LINE OF THE RAILROAD BED, 2.0 FEET NORTHEAST
 JQ0185'OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE RAILROAD BED, AND SET
 JQ0185'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JQ0185
 JQ0185                          STATION RECOVERY (1985)
 JQ0185
 JQ0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JQ0185'TONOPAH POST OFFICE (MAIN ST. AND BRYAN AVE.) 11.1 MILES NORTHWEST OF
 JQ0185'ALONG U.S. HWY. 6 AND 95 TO T-RD., THENCE (LEFT) SOUTHEAST 0.4 MILE
 JQ0185'ALONG ROAD TO ROAD-FORK, THENCE (LEFT) SOUTH 150 FEET ALONG ROAD TO
 JQ0185'ROAD-FORK AT X-ING OF OLD RAILROAD GRADE, THENCE (LEFT) SOUTHWEST 150
 JQ0185'FEET ALONG ROAD TO ROAD-FORK WITH DIM ROAD THENCE (RIGHT) SOUTHWEST
 JQ0185'0.2 MILE ALONG DIM ROAD TO RD-FORK, THENCE (LEFT) SOUTHEAST 500 FEET
 JQ0185'ALONG ROAD TO SINGLE POLE POWER LINE, THENCE (RIGHT) NORTHWEST 100
 JQ0185'FEET ALONG SINGLE POLE POWER LINE TO OLD RAILROAD GRADE, THENCE (
 JQ0185'LEFT) SOUTHEAST 0.85 MILE ALONG OLD RAILROAD GRADE. 1.1 MILE
 JQ0185'SOUTHEAST OF C AND GS BENCH MARK U-14, 59.5 FEET SOUTHWEST OF
 JQ0185'CENTERLINE OF THE OLD RAILROAD GRADE, ABOUT 3.0 FEET LOWER THEN THE
 JQ0185'OLD RAILROAD GRADE. A STANDARD DISK, STAMPED 'B 349 1953' SET IN THE
 JQ0185'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0034 ***********************************************************************
 JQ0034  DESIGNATION -  B 35
 JQ0034  PID         -  JQ0034
 JQ0034  STATE/COUNTY-  NV/NYE
 JQ0034  USGS QUAD   -  WARM SPRINGS NW (1968)
 JQ0034
 JQ0034                         *CURRENT SURVEY CONTROL
 JQ0034  ___________________________________________________________________
 JQ0034* NAD 83(1994)-  38 09 49.71564(N)    116 28 23.27019(W)     ADJUSTED  
 JQ0034* NAVD 88     -      1867.331  (meters)    6126.40   (feet)  ADJUSTED  
 JQ0034  ___________________________________________________________________
 JQ0034  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 JQ0034  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 JQ0034  DYNAMIC HT  -        1865.233 (meters)    6119.52  (feet)  COMP
 JQ0034  MODELED GRAV-     979,439.0   (mgal)                       NAVD 88
 JQ0034
 JQ0034  HORZ ORDER  -  SECOND
 JQ0034  VERT ORDER  -  FIRST     CLASS II
 JQ0034
 JQ0034.The horizontal coordinates were established by classical geodetic methods
 JQ0034.and adjusted by the National Geodetic Survey in June 1998..
 JQ0034
 JQ0034.The orthometric height was determined by differential leveling
 JQ0034.and adjusted by the National Geodetic Survey in June 1991..
 JQ0034
 JQ0034.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0034
 JQ0034.The geoid height was determined by GEOID03.
 JQ0034
 JQ0034.The dynamic height is computed by dividing the NAVD 88
 JQ0034.geopotential number by the normal gravity value computed on the
 JQ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0034.degrees latitude (g = 980.6199 gals.).
 JQ0034
 JQ0034.The modeled gravity was interpolated from observed gravity values.
 JQ0034
 JQ0034;                    North         East     Units Scale Factor Converg.
 JQ0034;SPC NV C     - 6,378,802.082   516,959.178   MT  0.99990354   +0 07 10.5
 JQ0034;SPC NV C     -20,927,786.50  1,696,056.90   sFT  0.99990354   +0 07 10.5
 JQ0034;SPC NV E     - 8,379,158.513   122,028.129   MT  0.99997485   -0 32 59.4
 JQ0034;SPC NV E     -27,490,622.55    400,353.95   sFT  0.99997485   -0 32 59.4
 JQ0034;UTM  11      - 4,224,121.452   546,154.795   MT  0.99962624   +0 19 32.0
 JQ0034
 JQ0034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0034!SPC NV C     -   0.99971088  x   0.99990354  =   0.99961445
 JQ0034!SPC NV E     -   0.99971088  x   0.99997485  =   0.99968574
 JQ0034!UTM  11      -   0.99971088  x   0.99962624  =   0.99933723
 JQ0034
 JQ0034:                Primary Azimuth Mark                     Grid Az
 JQ0034:SPC NV C     -  3 JCO ET                                 057 30 27.4
 JQ0034:SPC NV E     -  3 JCO ET                                 058 10 37.3
 JQ0034:UTM  11      -  3 JCO ET                                 057 18 05.9
 JQ0034
 JQ0034|---------------------------------------------------------------------|
 JQ0034| PID    Reference Object                     Distance      Geod. Az  |
 JQ0034|                                                           dddmmss.s |
 JQ0034| JQ0573 3 JCO ET                            APPROX. 5.3 KM 0573737.9 |
 JQ0034| DD5375 B 35 RM 1                            12.506 METERS 26052     |
 JQ0034| DD5376 B 35 RM 2                            13.052 METERS 35239     |
 JQ0034|---------------------------------------------------------------------|
 JQ0034
 JQ0034                          SUPERSEDED SURVEY CONTROL
 JQ0034
 JQ0034  NAD 83(1986)-  38 09 49.71251(N)    116 28 23.27626(W) AD(       ) 2
 JQ0034  NAD 27      -  38 09 49.94371(N)    116 28 20.07917(W) AD(       ) 2
 JQ0034  NGVD 29 (??/??/92) 1866.187  (m)         6122.65   (f) ADJ UNCH    1 2
 JQ0034
 JQ0034.Superseded values are not recommended for survey control.
 JQ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0034.See file dsdata.txt to determine how the superseded data were derived.
 JQ0034
 JQ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC4615524121(NAD 83)
 JQ0034_MARKER: DB = BENCH MARK DISK
 JQ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0034_STAMPING: B 35 1933 6122.665
 JQ0034_MARK LOGO: CGS   
 JQ0034_PROJECTION: PROJECTING 30 CENTIMETERS
 JQ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0034+STABILITY: SURFACE MOTION
 JQ0034
 JQ0034  HISTORY     - Date     Condition        Report By
 JQ0034  HISTORY     - 1967     MONUMENTED       CGS
 JQ0034  HISTORY     - 1958     GOOD             NGS
 JQ0034  HISTORY     - 1984     GOOD             NGS
 JQ0034
 JQ0034                          STATION DESCRIPTION
 JQ0034
 JQ0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (SHS)
 JQ0034'LOCATED ABOUT 6.8 MI. SW. ALONG US HIGHWAY 6 FROM THE
 JQ0034'T-JUNCTION OF STATE HIGHWAY 25 AT WARM SPRINGS, 0.2 MI. NW. OF THE
 JQ0034'CENTER OF A CURVE, 186 FT. N. OF THE CENTERLINE OF THE HIGHWAY, 164
 JQ0034'FT. N. OF A 4 X 4 IN. POST SUPPORTING A WATCH FOR LIVESTOCK
 JQ0034'SIGN, 79 FT. N. OF THE CENTER OF A SMALL WASH, 2.1 FT. E. OF A
 JQ0034'WITNESS POST, ABOUT 2 FT. HIGHER THAN THE HIGHWAY AND SET IN THE
 JQ0034'TOP OF A CONCRETE POST PROJECTING 1 FT. ABOVE THE GROUND.
 JQ0034'
 JQ0034'STATION MARK--A STANDARD C AND GS TABLET STAMPED B 35 1933
 JQ0034'6122.665 PROJECTING 0.9 FT. ABOVE GROUND.
 JQ0034'
 JQ0034'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 JQ0034'STAMPED NO 1 1967 ON COPPERWELD ROD.
 JQ0034'
 JQ0034'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 JQ0034'STAMPED NO 2 1967 ON COPPERWELD ROD.
 JQ0034
 JQ0034                          STATION RECOVERY (1958)
 JQ0034
 JQ0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JQ0034'6.8 MI SW FROM WARM SPRINGS.
 JQ0034'6.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE T JUNCTION OF STATE
 JQ0034'HIGHWAY 25 AT WARM SPRINGS, 0.2 MILE NORTHWEST OF THE CENTER OF A
 JQ0034'CURVE, 186 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 164 FEET NORTH
 JQ0034'OF A 4 BY 4 INCH POST SUPPORTING A WATCH FOR LIVESTOCK SIGN, 79 FEET
 JQ0034'NORTH OF THE CENTER OF A SMALL WASH, 2.1 FEET EAST OF A WITNESS POST,
 JQ0034'ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JQ0034'POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 JQ0034
 JQ0034                          STATION RECOVERY (1984)
 JQ0034
 JQ0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0034'RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 JQ0034'ADD--0.6 KM (0.4 MI) WEST OF MILEPOST 45 AND STATE HIGHWAY 25 AT WARM
 JQ0034'SPRINGS IS NOW STATE HIGHWAY 375.
 JQ0034'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 JQ0034'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0274 ***********************************************************************
 JQ0274  DESIGNATION -  B 350
 JQ0274  PID         -  JQ0274
 JQ0274  STATE/COUNTY-  NV/ESMERALDA
 JQ0274  USGS QUAD   -  BLAIR JUNCTION (1968)
 JQ0274
 JQ0274                         *CURRENT SURVEY CONTROL
 JQ0274  ___________________________________________________________________
 JQ0274* NAD 83(1986)-  38 00 58.     (N)    117 48 44.     (W)     SCALED    
 JQ0274* NAVD 88     -      1490.719  (meters)    4890.80   (feet)  ADJUSTED  
 JQ0274  ___________________________________________________________________
 JQ0274  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 JQ0274  DYNAMIC HT  -        1489.123 (meters)    4885.56  (feet)  COMP
 JQ0274  MODELED GRAV-     979,506.5   (mgal)                       NAVD 88
 JQ0274
 JQ0274  VERT ORDER  -  FIRST     CLASS II
 JQ0274
 JQ0274.The horizontal coordinates were scaled from a topographic map and have
 JQ0274.an estimated accuracy of +/- 6 seconds.
 JQ0274
 JQ0274.The orthometric height was determined by differential leveling
 JQ0274.and adjusted by the National Geodetic Survey in June 1991..
 JQ0274
 JQ0274.The geoid height was determined by GEOID03.
 JQ0274
 JQ0274.The dynamic height is computed by dividing the NAVD 88
 JQ0274.geopotential number by the normal gravity value computed on the
 JQ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0274.degrees latitude (g = 980.6199 gals.).
 JQ0274
 JQ0274.The modeled gravity was interpolated from observed gravity values.
 JQ0274
 JQ0274;                    North         East    Units  Estimated Accuracy
 JQ0274;SPC NV W     - 4,362,670.      867,710.      MT  (+/- 180 meters Scaled)
 JQ0274
 JQ0274                          SUPERSEDED SURVEY CONTROL
 JQ0274
 JQ0274  NGVD 29 (??/??/92) 1489.591  (m)         4887.10   (f) ADJ UNCH    1 2
 JQ0274
 JQ0274.Superseded values are not recommended for survey control.
 JQ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0274.See file dsdata.txt to determine how the superseded data were derived.
 JQ0274
 JQ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC287079(NAD 83)
 JQ0274_MARKER: DB = BENCH MARK DISK
 JQ0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0274_STAMPING: B 350 1953
 JQ0274_MARK LOGO: CGS   
 JQ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0274+STABILITY: SURFACE MOTION
 JQ0274
 JQ0274  HISTORY     - Date     Condition        Report By
 JQ0274  HISTORY     - 1953     MONUMENTED       CGS
 JQ0274  HISTORY     - 1984     GOOD             NGS
 JQ0274
 JQ0274                          STATION DESCRIPTION
 JQ0274
 JQ0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0274'4.3 MI E FROM COALDALE.
 JQ0274'4.3 MILES EAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF THE
 JQ0274'HIGHWAYS AT COALDALE, 0.5 MILE EAST OF THE CROSSING OF AN ABANDONED
 JQ0274'RAILROAD, 202 FEET SOUTHEAST OF THE CENTER OF THE SOUTH END OF 4- BY
 JQ0274'3-FOOT CONCRETE BOX CULVERT A 2029+76, 86.3 FEET SOUTH OF THE CENTER
 JQ0274'LINE OF THE HIGHWAY, 2.8 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT
 JQ0274'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JQ0274'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JQ0274
 JQ0274                          STATION RECOVERY (1984)
 JQ0274
 JQ0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0190 ***********************************************************************
 LR0190  DESIGNATION -  B 351
 LR0190  PID         -  LR0190
 LR0190  STATE/COUNTY-  NV/LANDER
 LR0190  USGS QUAD   -  BLOSSOM SPRING (1985)
 LR0190
 LR0190                         *CURRENT SURVEY CONTROL
 LR0190  ___________________________________________________________________
 LR0190* NAD 83(1986)-  40 37 19.     (N)    116 54 28.     (W)     SCALED    
 LR0190* NAVD 88     -      1378.350  (meters)    4522.14   (feet)  ADJUSTED  
 LR0190  ___________________________________________________________________
 LR0190  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 LR0190  DYNAMIC HT  -        1377.230 (meters)    4518.46  (feet)  COMP
 LR0190  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 LR0190
 LR0190  VERT ORDER  -  FIRST     CLASS II
 LR0190
 LR0190.The horizontal coordinates were scaled from a topographic map and have
 LR0190.an estimated accuracy of +/- 6 seconds.
 LR0190
 LR0190.The orthometric height was determined by differential leveling
 LR0190.and adjusted by the National Geodetic Survey in June 1991..
 LR0190
 LR0190.The geoid height was determined by GEOID03.
 LR0190
 LR0190.The dynamic height is computed by dividing the NAVD 88
 LR0190.geopotential number by the normal gravity value computed on the
 LR0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0190.degrees latitude (g = 980.6199 gals.).
 LR0190
 LR0190.The modeled gravity was interpolated from observed gravity values.
 LR0190
 LR0190;                    North         East    Units  Estimated Accuracy
 LR0190;SPC NV C     - 6,651,700.      479,600.      MT  (+/- 180 meters Scaled)
 LR0190
 LR0190                          SUPERSEDED SURVEY CONTROL
 LR0190
 LR0190  NGVD 29 (??/??/92) 1377.294  (m)         4518.67   (f) ADJ UNCH    1 2
 LR0190
 LR0190.Superseded values are not recommended for survey control.
 LR0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0190.See file dsdata.txt to determine how the superseded data were derived.
 LR0190
 LR0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE078967(NAD 83)
 LR0190_MARKER: DB = BENCH MARK DISK
 LR0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0190_STAMPING: B 351 1953
 LR0190_MARK LOGO: CGS   
 LR0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0190+STABILITY: SURFACE MOTION
 LR0190
 LR0190  HISTORY     - Date     Condition        Report By
 LR0190  HISTORY     - 1953     MONUMENTED       CGS
 LR0190  HISTORY     - 1984     GOOD             NGS
 LR0190
 LR0190                          STATION DESCRIPTION
 LR0190
 LR0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0190'2.0 MI SE FROM BATTLE MOUNTAIN.
 LR0190'2.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0190'THE STATION AT BATTLE MOUNTAIN, 0.15 MILE (4 POLES) NORTHWEST OF
 LR0190'MILEPOLE 478, 173 FEET NORTH OF THE NORTHWEST END OF THE NORTHEAST
 LR0190'CONCRETE HEAD WALL OF AN 18-INCH CORRUGATED METAL PIPE CULVERT UNDER
 LR0190'U. S. HIGHWAY 40, 119 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 59.0
 LR0190'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 5 FEET SOUTHEAST OF A TELEGRAPH
 LR0190'POLE WITH A GUY WIRE, 1.9 FEET NORTHWEST OF A WITNESS POST, ABOUT 2
 LR0190'1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 LR0190'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LR0190
 LR0190                          STATION RECOVERY (1984)
 LR0190
 LR0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0246 ***********************************************************************
 LR0246  DESIGNATION -  B 352
 LR0246  PID         -  LR0246
 LR0246  STATE/COUNTY-  NV/EUREKA
 LR0246  USGS QUAD   -  DUNPHY (1986)
 LR0246
 LR0246                         *CURRENT SURVEY CONTROL
 LR0246  ___________________________________________________________________
 LR0246* NAD 83(1986)-  40 41 45.     (N)    116 30 54.     (W)     SCALED    
 LR0246* NAVD 88     -      1415.625  (meters)    4644.43   (feet)  ADJUSTED  
 LR0246  ___________________________________________________________________
 LR0246  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 LR0246  DYNAMIC HT  -        1414.505 (meters)    4640.76  (feet)  COMP
 LR0246  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 LR0246
 LR0246  VERT ORDER  -  FIRST     CLASS II
 LR0246
 LR0246.The horizontal coordinates were scaled from a topographic map and have
 LR0246.an estimated accuracy of +/- 6 seconds.
 LR0246
 LR0246.The orthometric height was determined by differential leveling
 LR0246.and adjusted by the National Geodetic Survey in June 1991..
 LR0246
 LR0246.The geoid height was determined by GEOID03.
 LR0246
 LR0246.The dynamic height is computed by dividing the NAVD 88
 LR0246.geopotential number by the normal gravity value computed on the
 LR0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0246.degrees latitude (g = 980.6199 gals.).
 LR0246
 LR0246.The modeled gravity was interpolated from observed gravity values.
 LR0246
 LR0246;                    North         East    Units  Estimated Accuracy
 LR0246;SPC NV E     - 8,660,290.      121,260.      MT  (+/- 180 meters Scaled)
 LR0246
 LR0246                          SUPERSEDED SURVEY CONTROL
 LR0246
 LR0246  NGVD 29 (??/??/92) 1414.568  (m)         4640.96   (f) ADJ UNCH    1 2
 LR0246
 LR0246.Superseded values are not recommended for survey control.
 LR0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0246.See file dsdata.txt to determine how the superseded data were derived.
 LR0246
 LR0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF409051(NAD 83)
 LR0246_MARKER: DB = BENCH MARK DISK
 LR0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0246_SP_SET: ABUTMENT
 LR0246_STAMPING: B 352 1953
 LR0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0246
 LR0246  HISTORY     - Date     Condition        Report By
 LR0246  HISTORY     - 1953     MONUMENTED       CGS
 LR0246
 LR0246                          STATION DESCRIPTION
 LR0246
 LR0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0246'7.3 MI N FROM BEOWAWE.
 LR0246'7.3 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0246'STATION AT BEOWAWE, 0.2 MILE (7-1/3 POLES) NORTHWEST OF MILEPOLE 501,
 LR0246'AT SMALL WOODEN BRIDGE 500.81, IN THE TOP OF THE SOUTHWEST END OF THE
 LR0246'NORTHWEST CONCRETE ABUTMENT, 8.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 LR0246'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0020 ***********************************************************************
 LR0020  DESIGNATION -  B 353
 LR0020  PID         -  LR0020
 LR0020  STATE/COUNTY-  NV/EUREKA
 LR0020  USGS QUAD   -  SCOTTS GULCH (1985)
 LR0020
 LR0020                         *CURRENT SURVEY CONTROL
 LR0020  ___________________________________________________________________
 LR0020* NAD 83(1986)-  40 34 55.     (N)    116 16 10.     (W)     SCALED    
 LR0020* NAVD 88     -      1465.718  (meters)    4808.78   (feet)  ADJUSTED  
 LR0020  ___________________________________________________________________
 LR0020  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 LR0020  DYNAMIC HT  -        1464.521 (meters)    4804.85  (feet)  COMP
 LR0020  MODELED GRAV-     979,756.4   (mgal)                       NAVD 88
 LR0020
 LR0020  VERT ORDER  -  FIRST     CLASS II
 LR0020
 LR0020.The horizontal coordinates were scaled from a topographic map and have
 LR0020.an estimated accuracy of +/- 6 seconds.
 LR0020
 LR0020.The orthometric height was determined by differential leveling
 LR0020.and adjusted by the National Geodetic Survey in June 1991..
 LR0020
 LR0020.The geoid height was determined by GEOID03.
 LR0020
 LR0020.The dynamic height is computed by dividing the NAVD 88
 LR0020.geopotential number by the normal gravity value computed on the
 LR0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0020.degrees latitude (g = 980.6199 gals.).
 LR0020
 LR0020.The modeled gravity was interpolated from observed gravity values.
 LR0020
 LR0020;                    North         East    Units  Estimated Accuracy
 LR0020;SPC NV E     - 8,647,450.      141,920.      MT  (+/- 180 meters Scaled)
 LR0020
 LR0020                          SUPERSEDED SURVEY CONTROL
 LR0020
 LR0020  NGVD 29 (??/??/92) 1464.643  (m)         4805.25   (f) ADJ UNCH    1 2
 LR0020
 LR0020.Superseded values are not recommended for survey control.
 LR0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0020.See file dsdata.txt to determine how the superseded data were derived.
 LR0020
 LR0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE618926(NAD 83)
 LR0020_MARKER: DB = BENCH MARK DISK
 LR0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0020_SP_SET: ABUTMENT
 LR0020_STAMPING: B 353 1953
 LR0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0020
 LR0020  HISTORY     - Date     Condition        Report By
 LR0020  HISTORY     - 1953     MONUMENTED       CGS
 LR0020
 LR0020                          STATION DESCRIPTION
 LR0020
 LR0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0020'5.5 MI SW FROM PALISADE.
 LR0020'5.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0020'THE STATION AT PALISADE, AT BARTH, AT SOUTHERN PACIFIC COMPANY STEEL
 LR0020'BRIDGE 520.16-9 AND WESTERN PACIFIC BRIDGE 630.46 OVER HUMBOLDT RIVER,
 LR0020'IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST CONCRETE
 LR0020'ABUTMENT WHICH IS COMMON TO BOTH BRIDGES, 16.9 FEET SOUTHEAST OF THE
 LR0020'SOUTHEAST RAIL OF THE WESTERN PACIFIC TRACK, 13.2 FEET NORTHWEST OF
 LR0020'THE NORTHWEST RAIL OF THE SOUTHERN PACIFIC COMPANY TRACK, AND ABOUT 2
 LR0020'FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0447 ***********************************************************************
 LQ0447  DESIGNATION -  B 354
 LQ0447  PID         -  LQ0447
 LQ0447  STATE/COUNTY-  NV/ELKO
 LQ0447  USGS QUAD   -  ELKO EAST (1975)
 LQ0447
 LQ0447                         *CURRENT SURVEY CONTROL
 LQ0447  ___________________________________________________________________
 LQ0447* NAD 83(1986)-  40 50 40.     (N)    115 44 55.     (W)     SCALED    
 LQ0447* NAVD 88     -      1548.587  (meters)    5080.66   (feet)  ADJUSTED  
 LQ0447  ___________________________________________________________________
 LQ0447  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 LQ0447  DYNAMIC HT  -        1547.306 (meters)    5076.45  (feet)  COMP
 LQ0447  MODELED GRAV-     979,743.0   (mgal)                       NAVD 88
 LQ0447
 LQ0447  VERT ORDER  -  FIRST     CLASS II
 LQ0447
 LQ0447.The horizontal coordinates were scaled from a topographic map and have
 LQ0447.an estimated accuracy of +/- 6 seconds.
 LQ0447
 LQ0447.The orthometric height was determined by differential leveling
 LQ0447.and adjusted by the National Geodetic Survey in June 1991..
 LQ0447
 LQ0447.The geoid height was determined by GEOID03.
 LQ0447
 LQ0447.The dynamic height is computed by dividing the NAVD 88
 LQ0447.geopotential number by the normal gravity value computed on the
 LQ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0447.degrees latitude (g = 980.6199 gals.).
 LQ0447
 LQ0447.The modeled gravity was interpolated from observed gravity values.
 LQ0447
 LQ0447;                    North         East    Units  Estimated Accuracy
 LQ0447;SPC NV E     - 8,676,390.      186,060.      MT  (+/- 180 meters Scaled)
 LQ0447
 LQ0447                          SUPERSEDED SURVEY CONTROL
 LQ0447
 LQ0447  NGVD 29 (??/??/92) 1547.472  (m)         5077.00   (f) ADJ UNCH    1 2
 LQ0447
 LQ0447.Superseded values are not recommended for survey control.
 LQ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0447.See file dsdata.txt to determine how the superseded data were derived.
 LQ0447
 LQ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF054222(NAD 83)
 LQ0447_MARKER: DB = BENCH MARK DISK
 LQ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0447_STAMPING: B 354 1953
 LQ0447_MARK LOGO: CGS   
 LQ0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0447+STABILITY: SURFACE MOTION
 LQ0447
 LQ0447  HISTORY     - Date     Condition        Report By
 LQ0447  HISTORY     - 1953     MONUMENTED       CGS
 LQ0447  HISTORY     - 1969     GOOD             NGS
 LQ0447  HISTORY     - 1984     GOOD             NGS
 LQ0447
 LQ0447                          STATION DESCRIPTION
 LQ0447
 LQ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LQ0447'1.2 MI NE FROM ELKO.
 LQ0447'1.2 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LQ0447'THE STATION AT ELKO, 0.2 MILE (8-1/3 POLES) NORTHEAST OF MILEPOLE 557,
 LQ0447'AT THE ELKO NATIONAL GUARD ARMORY, ABOUT 85 YARDS NORTHWEST OF THE
 LQ0447'NORTHWEST RAIL, 41 FEET NORTHWEST OF THE CENTER LINE OF A PAVED ROAD
 LQ0447'(FORMER U.S. HIGHWAY 40), 14 FEET NORTHWEST OF A TELEGRAPH POLE, 6.9
 LQ0447'FEET WEST OF THE SOUTH CORNER OF A HIGH FENCE AROUND THE ARMORY.
 LQ0447
 LQ0447                          STATION RECOVERY (1969)
 LQ0447
 LQ0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LQ0447'RECOVERED IN GOOD CONDITION.
 LQ0447
 LQ0447                          STATION RECOVERY (1984)
 LQ0447
 LQ0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0412 ***********************************************************************
 MT0412  DESIGNATION -  B 355
 MT0412  PID         -  MT0412
 MT0412  STATE/COUNTY-  NV/ELKO
 MT0412  USGS QUAD   -  DEETH (1967)
 MT0412
 MT0412                         *CURRENT SURVEY CONTROL
 MT0412  ___________________________________________________________________
 MT0412* NAD 83(1986)-  41 03 12.     (N)    115 19 06.     (W)     SCALED    
 MT0412* NAVD 88     -      1619.249  (meters)    5312.49   (feet)  ADJUSTED  
 MT0412  ___________________________________________________________________
 MT0412  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 MT0412  DYNAMIC HT  -        1617.905 (meters)    5308.08  (feet)  COMP
 MT0412  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 MT0412
 MT0412  VERT ORDER  -  FIRST     CLASS II
 MT0412
 MT0412.The horizontal coordinates were scaled from a topographic map and have
 MT0412.an estimated accuracy of +/- 6 seconds.
 MT0412
 MT0412.The orthometric height was determined by differential leveling
 MT0412.and adjusted by the National Geodetic Survey in June 1991..
 MT0412
 MT0412.The geoid height was determined by GEOID03.
 MT0412
 MT0412.The dynamic height is computed by dividing the NAVD 88
 MT0412.geopotential number by the normal gravity value computed on the
 MT0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0412.degrees latitude (g = 980.6199 gals.).
 MT0412
 MT0412.The modeled gravity was interpolated from observed gravity values.
 MT0412
 MT0412;                    North         East    Units  Estimated Accuracy
 MT0412;SPC NV E     - 8,699,600.      222,280.      MT  (+/- 180 meters Scaled)
 MT0412
 MT0412                          SUPERSEDED SURVEY CONTROL
 MT0412
 MT0412  NGVD 29 (??/??/92) 1618.070  (m)         5308.62   (f) ADJ UNCH    1 2
 MT0412
 MT0412.Superseded values are not recommended for survey control.
 MT0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0412.See file dsdata.txt to determine how the superseded data were derived.
 MT0412
 MT0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF413460(NAD 83)
 MT0412_MARKER: DB = BENCH MARK DISK
 MT0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0412_STAMPING: B 355 1953
 MT0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0412+STABILITY: SURFACE MOTION
 MT0412
 MT0412  HISTORY     - Date     Condition        Report By
 MT0412  HISTORY     - 1953     MONUMENTED       CGS
 MT0412
 MT0412                          STATION DESCRIPTION
 MT0412
 MT0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0412'2.5 MI SW FROM DEETH.
 MT0412'2.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0412'THE STATION AT DEETH, 3 POLES NORTHEAST OF MILEPOLE 587, 30.5 FEET
 MT0412'NORTHWEST OF THE NORTHWEST RAIL, 25.4 FEET NORTH OF THE NORTH CORNER
 MT0412'OF THE CONCRETE BASE OF SEMAPHORE 5871, 3 1/2 FEET NORTHEAST OF A
 MT0412'TELEGRAPH POLE, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER
 MT0412'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 MT0412'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0934 ***********************************************************************
 KR0934  DESIGNATION -  B 357 RESET
 KR0934  PID         -  KR0934
 KR0934  STATE/COUNTY-  NV/WASHOE
 KR0934  USGS QUAD   -  WASHOE CITY (1994)
 KR0934
 KR0934                         *CURRENT SURVEY CONTROL
 KR0934  ___________________________________________________________________
 KR0934* NAD 83(1986)-  39 21 31.     (N)    119 46 07.     (W)     SCALED    
 KR0934* NAVD 88     -      1443.59   (+/-2cm)    4736.2    (feet)  VERTCON   
 KR0934  ___________________________________________________________________
 KR0934  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KR0934
 KR0934  VERT ORDER  -  THIRD (See Below)
 KR0934
 KR0934.The horizontal coordinates were scaled from a topographic map and have
 KR0934.an estimated accuracy of +/- 6 seconds.
 KR0934
 KR0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0934.The vertical order pertains to the NGVD 29 superseded value.
 KR0934
 KR0934.The geoid height was determined by GEOID03.
 KR0934
 KR0934;                    North         East    Units  Estimated Accuracy
 KR0934;SPC NV W     - 4,512,080.      697,850.      MT  (+/- 180 meters Scaled)
 KR0934
 KR0934                          SUPERSEDED SURVEY CONTROL
 KR0934
 KR0934  NGVD 29 (07/31/00) 1442.47   (m)         4732.5    (f) RESET       3  
 KR0934
 KR0934.Superseded values are not recommended for survey control.
 KR0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0934.See file dsdata.txt to determine how the superseded data were derived.
 KR0934
 KR0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD614602(NAD 83)
 KR0934_MARKER: DD = SURVEY DISK
 KR0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0934_STAMPING: B 357 RESET 1958
 KR0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0934+STABILITY: SURFACE MOTION
 KR0934
 KR0934  HISTORY     - Date     Condition        Report By
 KR0934  HISTORY     - 1958     MONUMENTED       NVDH
 KR0934  HISTORY     - 1960     GOOD             NGS
 KR0934  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR0934
 KR0934                          STATION DESCRIPTION
 KR0934
 KR0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KR0934'2.1 MI SW FROM STEAMBOAT.
 KR0934'THE MARK IS LOCATED 0.1 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE
 KR0934'POST OFFICE AT STEAMBOAT, THENCE 2.0 MILES SOUTHWEST ALONG U. S.
 KR0934'HIGHWAY 395, 49 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1
 KR0934'FOOT SOUTHEAST OF A FENCE, 2.5 FEET NORTHEAST FROM A 4 INCH BY 4 INCH
 KR0934'WITNESS POST, 60 FEET NORTHEAST OF POWER POLE 3/45, 131 FEET NORTH OF
 KR0934'A TELEPHONE POLE 5/30, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET
 KR0934'IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 KR0934
 KR0934                          STATION RECOVERY (2003)
 KR0934
 KR0934'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0934'ROAD WIDENED COVERING MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1013 ***********************************************************************
 KR1013  DESIGNATION -  B 358
 KR1013  PID         -  KR1013
 KR1013  STATE/COUNTY-  NV/LYON
 KR1013  USGS QUAD   -  NEW EMPIRE (1994)
 KR1013
 KR1013                         *CURRENT SURVEY CONTROL
 KR1013  ___________________________________________________________________
 KR1013* NAD 83(1986)-  39 13 03.     (N)    119 39 25.     (W)     SCALED    
 KR1013* NAVD 88     -      1476.01   (+/-2cm)    4842.5    (feet)  VERTCON   
 KR1013  ___________________________________________________________________
 KR1013  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR1013
 KR1013  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1013
 KR1013.The horizontal coordinates were scaled from a topographic map and have
 KR1013.an estimated accuracy of +/- 6 seconds.
 KR1013
 KR1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1013.The vertical order pertains to the NGVD 29 superseded value.
 KR1013
 KR1013.The geoid height was determined by GEOID03.
 KR1013
 KR1013;                    North         East    Units  Estimated Accuracy
 KR1013;SPC NV W     - 4,496,290.      707,290.      MT  (+/- 180 meters Scaled)
 KR1013
 KR1013                          SUPERSEDED SURVEY CONTROL
 KR1013
 KR1013  NGVD 29 (??/??/92) 1474.932  (m)         4839.01   (f) ADJ UNCH    1 2
 KR1013
 KR1013.Superseded values are not recommended for survey control.
 KR1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1013.See file dsdata.txt to determine how the superseded data were derived.
 KR1013
 KR1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD706442(NAD 83)
 KR1013_MARKER: DB = BENCH MARK DISK
 KR1013_SETTING: 66 = SET IN ROCK OUTCROP
 KR1013_SP_SET: OUTCROP
 KR1013_STAMPING: B 358 1953
 KR1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1013+STABILITY: POSITION/ELEVATION WELL
 KR1013
 KR1013  HISTORY     - Date     Condition        Report By
 KR1013  HISTORY     - 1953     MONUMENTED       CGS
 KR1013  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1013
 KR1013                          STATION DESCRIPTION
 KR1013
 KR1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR1013'4.1 MI SW FROM DAYTON.
 KR1013'4.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 50 FROM THE POST OFFICE AT
 KR1013'DAYTON, 0.6 MILE SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 17, NEAR
 KR1013'THE WEST END OF A CUT, IN THE TOP AND THE APPROXIMATE CENTER OF A 3-
 KR1013'BY 2-FOOT RED OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND, 89 FEET EAST
 KR1013'OF THE WEST END OF THE CUT, 47.3 FEET SOUTH OF THE CENTER LINE OF THE
 KR1013'HIGHWAY, AND ABOUT 8 FEET HIGHER THAN THE HIGHWAY.
 KR1013
 KR1013                          STATION RECOVERY (2003)
 KR1013
 KR1013'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0011 ***********************************************************************
 JR0011  DESIGNATION -  B 359
 JR0011  PID         -  JR0011
 JR0011  STATE/COUNTY-  NV/MINERAL
 JR0011  USGS QUAD   -  POWELL MTN NE (1987)
 JR0011
 JR0011                         *CURRENT SURVEY CONTROL
 JR0011  ___________________________________________________________________
 JR0011* NAD 83(1986)-  38 28 46.     (N)    118 34 49.     (W)     SCALED    
 JR0011* NAVD 88     -      1394.89   (+/-2cm)    4576.4    (feet)  VERTCON   
 JR0011  ___________________________________________________________________
 JR0011  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 JR0011
 JR0011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0011
 JR0011.The horizontal coordinates were scaled from a topographic map and have
 JR0011.an estimated accuracy of +/- 6 seconds.
 JR0011
 JR0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0011.The vertical order pertains to the NGVD 29 superseded value.
 JR0011
 JR0011.The geoid height was determined by GEOID03.
 JR0011
 JR0011;                    North         East    Units  Estimated Accuracy
 JR0011;SPC NV W     - 4,413,820.      800,270.      MT  (+/- 180 meters Scaled)
 JR0011
 JR0011                          SUPERSEDED SURVEY CONTROL
 JR0011
 JR0011  NGVD 29 (??/??/92) 1393.750  (m)         4572.66   (f) ADJ UNCH    2 0
 JR0011
 JR0011.Superseded values are not recommended for survey control.
 JR0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0011.See file dsdata.txt to determine how the superseded data were derived.
 JR0011
 JR0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC621601(NAD 83)
 JR0011_MARKER: DB = BENCH MARK DISK
 JR0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0011_STAMPING: B 359 1953
 JR0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0011+STABILITY: SURFACE MOTION
 JR0011
 JR0011  HISTORY     - Date     Condition        Report By
 JR0011  HISTORY     - 1953     MONUMENTED       CGS
 JR0011
 JR0011                          STATION DESCRIPTION
 JR0011
 JR0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0011'AT HAWTHORNE NAD.
 JR0011'AT HAWTHORNE NAVAL AMMUNITION DEPOT, 0.4 MILE SOUTHEAST ALONG
 JR0011'A PAVED ROAD FROM GATE 4, THENCE 1.8 MILES SOUTHWEST ALONG A
 JR0011'PAVED ROAD, THENCE 2.9 MILES SOUTHEAST ALONG A PAVED ROAD, 0.5
 JR0011'MILE SOUTHEAST OF W-62 (USND), 0.4 MILE NORTHWEST OF W-63 (USND),
 JR0011'42 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 35.4 FEET
 JR0011'EAST OF THE SOUTHEAST CORNER OF AMMUNITION SHED 28-3, 33 FEET
 JR0011'SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY LEADING INTO THE
 JR0011'AMMUNITION SHED, 2.7 FEET NORTHWEST OF A WITNESS POST, ABOUT
 JR0011'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JR0011'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0020 ***********************************************************************
 KP0020  DESIGNATION -  B 36
 KP0020  PID         -  KP0020
 KP0020  STATE/COUNTY-  NV/WHITE PINE
 KP0020  USGS QUAD   -  BAKER (1993)
 KP0020
 KP0020                         *CURRENT SURVEY CONTROL
 KP0020  ___________________________________________________________________
 KP0020* NAD 83(1986)-  39 00 37.     (N)    114 07 23.     (W)     SCALED    
 KP0020* NAVD 88     -      1621.891  (meters)    5321.15   (feet)  ADJUSTED  
 KP0020  ___________________________________________________________________
 KP0020  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 KP0020  DYNAMIC HT  -        1620.224 (meters)    5315.68  (feet)  COMP
 KP0020  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 KP0020
 KP0020  VERT ORDER  -  FIRST     CLASS II
 KP0020
 KP0020.The horizontal coordinates were scaled from a topographic map and have
 KP0020.an estimated accuracy of +/- 6 seconds.
 KP0020
 KP0020.The orthometric height was determined by differential leveling
 KP0020.and adjusted by the National Geodetic Survey in June 1991..
 KP0020
 KP0020.The geoid height was determined by GEOID03.
 KP0020
 KP0020.The dynamic height is computed by dividing the NAVD 88
 KP0020.geopotential number by the normal gravity value computed on the
 KP0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0020.degrees latitude (g = 980.6199 gals.).
 KP0020
 KP0020.The modeled gravity was interpolated from observed gravity values.
 KP0020
 KP0020;                    North         East    Units  Estimated Accuracy
 KP0020;SPC NV E     - 8,473,750.      326,470.      MT  (+/- 180 meters Scaled)
 KP0020
 KP0020                          SUPERSEDED SURVEY CONTROL
 KP0020
 KP0020  NGVD 29 (??/??/92) 1620.725  (m)         5317.33   (f) ADJ UNCH    1 2
 KP0020
 KP0020.Superseded values are not recommended for survey control.
 KP0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0020.See file dsdata.txt to determine how the superseded data were derived.
 KP0020
 KP0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD491218(NAD 83)
 KP0020_MARKER: DB = BENCH MARK DISK
 KP0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0020_STAMPING: B 36 1934
 KP0020_MARK LOGO: CGS   
 KP0020_PROJECTION: FLUSH
 KP0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0020+STABILITY: SURFACE MOTION
 KP0020
 KP0020  HISTORY     - Date     Condition        Report By
 KP0020  HISTORY     - 1934     MONUMENTED       CGS
 KP0020  HISTORY     - 1950     GOOD             NGS
 KP0020  HISTORY     - 1984     GOOD             NGS
 KP0020
 KP0020                          STATION DESCRIPTION
 KP0020
 KP0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KP0020'IN BAKER.
 KP0020'AT BAKER, WHITE PINE COUNTY, ON STATE HIGHWAY 73, 180 FEET NORTHEAST
 KP0020'OF THE POST OFFICE, 45 FEET NORTH OF THE NORTHWEST CORNER OF THE BAKER
 KP0020'GARAGE, 42 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST
 KP0020'OF THE FENCE LINE.  A STANDARD DISK, STAMPED B 36 1934 AND SET IN THE
 KP0020'TOP OF A CONCRETE POST.
 KP0020
 KP0020                          STATION RECOVERY (1984)
 KP0020
 KP0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0020'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN THE
 KP0020'NORTHWEST CORNER OF A SMALL LAWN AREA ON THE NORTH SIDE OF THE
 KP0020'BAKER GARAGE, 0.1 KM (0.05 MI) SOUTH OF THE T JUNCTION OF STATE
 KP0020'HIGHWAY 488, 26.5 METERS (87 FT) EAST ACROSS STATE HIGHWAY 487 FROM
 KP0020'THE NORTHEAST CORNER OF THE POST OFFICE, 13.4 METERS (44 FT) NORTH OF
 KP0020'THE NORTHWEST CORNER OF THE BAKER GARAGE AND 8.2 METERS (27 FT) EAST
 KP0020'OF THE CENTER OF STATE HIGHWAY 487.
 KP0020'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0292 ***********************************************************************
 JR0292  DESIGNATION -  B 360
 JR0292  PID         -  JR0292
 JR0292  STATE/COUNTY-  NV/MINERAL
 JR0292  USGS QUAD   -  MINA (1967)
 JR0292
 JR0292                         *CURRENT SURVEY CONTROL
 JR0292  ___________________________________________________________________
 JR0292* NAD 83(1986)-  38 25 06.     (N)    118 05 20.     (W)     SCALED    
 JR0292* NAVD 88     -      1429.857  (meters)    4691.12   (feet)  ADJUSTED  
 JR0292  ___________________________________________________________________
 JR0292  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 JR0292  DYNAMIC HT  -        1428.389 (meters)    4686.31  (feet)  COMP
 JR0292  MODELED GRAV-     979,552.9   (mgal)                       NAVD 88
 JR0292
 JR0292  VERT ORDER  -  FIRST     CLASS II
 JR0292
 JR0292.The horizontal coordinates were scaled from a topographic map and have
 JR0292.an estimated accuracy of +/- 6 seconds.
 JR0292
 JR0292.The orthometric height was determined by differential leveling
 JR0292.and adjusted by the National Geodetic Survey in June 1991..
 JR0292
 JR0292.The geoid height was determined by GEOID03.
 JR0292
 JR0292.The dynamic height is computed by dividing the NAVD 88
 JR0292.geopotential number by the normal gravity value computed on the
 JR0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0292.degrees latitude (g = 980.6199 gals.).
 JR0292
 JR0292.The modeled gravity was interpolated from observed gravity values.
 JR0292
 JR0292;                    North         East    Units  Estimated Accuracy
 JR0292;SPC NV W     - 4,407,150.      843,180.      MT  (+/- 180 meters Scaled)
 JR0292
 JR0292                          SUPERSEDED SURVEY CONTROL
 JR0292
 JR0292  NGVD 29 (??/??/92) 1428.724  (m)         4687.41   (f) ADJ UNCH    1 2
 JR0292
 JR0292.Superseded values are not recommended for survey control.
 JR0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0292.See file dsdata.txt to determine how the superseded data were derived.
 JR0292
 JR0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC049527(NAD 83)
 JR0292_MARKER: DB = BENCH MARK DISK
 JR0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0292_STAMPING: B 360 1953
 JR0292_MARK LOGO: CGS   
 JR0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0292+STABILITY: SURFACE MOTION
 JR0292
 JR0292  HISTORY     - Date     Condition        Report By
 JR0292  HISTORY     - 1953     MONUMENTED       CGS
 JR0292  HISTORY     - 1984     GOOD             NGS
 JR0292  HISTORY     - 1985     GOOD             NGS
 JR0292
 JR0292                          STATION DESCRIPTION
 JR0292
 JR0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0292'2.6 MI N FROM MINA.
 JR0292'0.8 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0292'FROM THE STATION AT MINA, THENCE 1.8 MILES NORTHEAST ALONG A
 JR0292'GRAVELED ROAD, 1.5 MILES NORTHEAST OF THE CROSSING OF A TELEPHONE
 JR0292'LINE, 0.3 MILE SOUTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING
 JR0292'EAST TO HITT MERCURY MINE, 148 1/2 FEET SOUTHEAST OF THE CENTER
 JR0292'LINE OF THE OLD ROAD, 48 FEET NORTHWEST OF THE CENTER LINE OF
 JR0292'THE NEW ROAD, 2.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 JR0292'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JR0292'0.3 FOOT ABOVE THE GROUND.
 JR0292
 JR0292                          STATION RECOVERY (1984)
 JR0292
 JR0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0292'RECOVERED IN GOOD CONDITION.
 JR0292
 JR0292                          STATION RECOVERY (1985)
 JR0292
 JR0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JR0292'RECOVERED IN GOOD CONDITION.  NOTE--THE RAILROAD STATION IS NOW THE
 JR0292'MINA FIRE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0755 ***********************************************************************
 KR0755  DESIGNATION -  B 361
 KR0755  PID         -  KR0755
 KR0755  STATE/COUNTY-  NV/LYON
 KR0755  USGS QUAD   -  CHURCHILL BUTTE (1985)
 KR0755
 KR0755                         *CURRENT SURVEY CONTROL
 KR0755  ___________________________________________________________________
 KR0755* NAD 83(1986)-  39 16 18.     (N)    119 16 52.     (W)     SCALED    
 KR0755* NAVD 88     -      1285.39   (+/-2cm)    4217.2    (feet)  VERTCON   
 KR0755  ___________________________________________________________________
 KR0755  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 KR0755
 KR0755  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0755
 KR0755.The horizontal coordinates were scaled from a topographic map and have
 KR0755.an estimated accuracy of +/- 6 seconds.
 KR0755
 KR0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0755.The vertical order pertains to the NGVD 29 superseded value.
 KR0755
 KR0755.The geoid height was determined by GEOID03.
 KR0755
 KR0755;                    North         East    Units  Estimated Accuracy
 KR0755;SPC NV W     - 4,501,990.      739,790.      MT  (+/- 180 meters Scaled)
 KR0755
 KR0755                          SUPERSEDED SURVEY CONTROL
 KR0755
 KR0755  NGVD 29 (??/??/92) 1284.379  (m)         4213.83   (f) ADJ UNCH    1 2
 KR0755
 KR0755.Superseded values are not recommended for survey control.
 KR0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0755.See file dsdata.txt to determine how the superseded data were derived.
 KR0755
 KR0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD032494(NAD 83)
 KR0755_MARKER: DB = BENCH MARK DISK
 KR0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0755_STAMPING: B 361 1953
 KR0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0755+STABILITY: SURFACE MOTION
 KR0755
 KR0755  HISTORY     - Date     Condition        Report By
 KR0755  HISTORY     - 1953     MONUMENTED       CGS
 KR0755
 KR0755                          STATION DESCRIPTION
 KR0755
 KR0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0755'2.4 MI SW FROM WEEKS.
 KR0755'2.4 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0755'THE CROSSING OF U.S. HIGHWAY 95A AT WEEKS (NEAR FORT CHURCHILL),
 KR0755'ACROSS THE TRACK FROM THREE LARGE COTTONWOOD TREES, 0.4 MILE SOUTH OF
 KR0755'MILEPOLE 316, 21 RAILS NORTH OF THE CROSSING OF A GRAVELED ROAD, 100.5
 KR0755'FEET WEST OF THE WEST RAIL, 94 1/2 FEET SOUTHWEST OF THE CHURCHILL
 KR0755'SIDING SIGN, 2.4 FEET WEST OF A FENCE, 2.3 FEET NORTH OF A WITNESS
 KR0755'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 KR0755'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0381 ***********************************************************************
 KR0381  DESIGNATION -  B 362
 KR0381  PID         -  KR0381
 KR0381  STATE/COUNTY-  NV/MINERAL
 KR0381  USGS QUAD   -  WEBER RESERVOIR (1987)
 KR0381
 KR0381                         *CURRENT SURVEY CONTROL
 KR0381  ___________________________________________________________________
 KR0381* NAD 83(1986)-  39 04 24.     (N)    118 55 40.     (W)     SCALED    
 KR0381* NAVD 88     -      1315.36   (+/-2cm)    4315.5    (feet)  VERTCON   
 KR0381  ___________________________________________________________________
 KR0381  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 KR0381
 KR0381  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0381
 KR0381.The horizontal coordinates were scaled from a topographic map and have
 KR0381.an estimated accuracy of +/- 6 seconds.
 KR0381
 KR0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0381.The vertical order pertains to the NGVD 29 superseded value.
 KR0381
 KR0381.The geoid height was determined by GEOID03.
 KR0381
 KR0381;                    North         East    Units  Estimated Accuracy
 KR0381;SPC NV W     - 4,479,800.      770,200.      MT  (+/- 180 meters Scaled)
 KR0381
 KR0381                          SUPERSEDED SURVEY CONTROL
 KR0381
 KR0381  NGVD 29 (??/??/92) 1314.325  (m)         4312.08   (f) ADJ UNCH    1 2
 KR0381
 KR0381.Superseded values are not recommended for survey control.
 KR0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0381.See file dsdata.txt to determine how the superseded data were derived.
 KR0381
 KR0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD332266(NAD 83)
 KR0381_MARKER: DB = BENCH MARK DISK
 KR0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0381_STAMPING: B 362 1953
 KR0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0381+STABILITY: SURFACE MOTION
 KR0381
 KR0381  HISTORY     - Date     Condition        Report By
 KR0381  HISTORY     - 1953     MONUMENTED       CGS
 KR0381
 KR0381                          STATION DESCRIPTION
 KR0381
 KR0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0381'11.2 MI NW FROM SCHURZ.
 KR0381'11.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0381'THE STATION AT SCHURZ, 150 1/2 FEET NORTH OF AND ACROSS THE TRACK FROM
 KR0381'MILEPOLE 343, 118.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 14 FEET
 KR0381'NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 6 FEET EAST OF TELEGRAPH
 KR0381'POLE 5623, 2.3 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER
 KR0381'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 KR0381'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0057 ***********************************************************************
 JR0057  DESIGNATION -  B 363
 JR0057  PID         -  JR0057
 JR0057  STATE/COUNTY-  NV/MINERAL
 JR0057  USGS QUAD   -  WALKER LAKE (1987)
 JR0057
 JR0057                         *CURRENT SURVEY CONTROL
 JR0057  ___________________________________________________________________
 JR0057* NAD 83(1994)-  38 40 51.17513(N)    118 39 13.64739(W)     ADJUSTED  
 JR0057* NAVD 88     -      1253.36   (+/-2cm)    4112.1    (feet)  VERTCON   
 JR0057  ___________________________________________________________________
 JR0057  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 JR0057  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 JR0057
 JR0057  HORZ ORDER  -  THIRD
 JR0057  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0057
 JR0057.The horizontal coordinates were established by classical geodetic methods
 JR0057.and adjusted by the National Geodetic Survey in June 1998..
 JR0057
 JR0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0057.The vertical order pertains to the NGVD 29 superseded value.
 JR0057
 JR0057.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0057
 JR0057.The geoid height was determined by GEOID03.
 JR0057
 JR0057;                    North         East     Units Scale Factor Converg.
 JR0057;SPC NV W     - 4,436,178.319   793,869.802   MT  0.99990046   -0 02 38.5
 JR0057;SPC NV W     -14,554,361.70  2,604,554.51   sFT  0.99990046   -0 02 38.5
 JR0057;UTM  11      - 4,282,662.381   356,149.891   MT  0.99985482   -1 02 01.6
 JR0057
 JR0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0057!SPC NV W     -   0.99980729  x   0.99990046  =   0.99970777
 JR0057!UTM  11      -   0.99980729  x   0.99985482  =   0.99966214
 JR0057
 JR0057:                Primary Azimuth Mark                     Grid Az
 JR0057:SPC NV W     -  MOUNT GRANT                              224 24 05.6
 JR0057:UTM  11      -  MOUNT GRANT                              225 23 28.7
 JR0057
 JR0057|---------------------------------------------------------------------|
 JR0057| PID    Reference Object                     Distance      Geod. Az  |
 JR0057|                                                           dddmmss.s |
 JR0057| JR1054 MOUNT GRANT                         APPROX.17.2 KM 2242127.1 |
 JR0057|---------------------------------------------------------------------|
 JR0057
 JR0057                          SUPERSEDED SURVEY CONTROL
 JR0057
 JR0057  NAD 83(1992)-  38 40 51.17964(N)    118 39 13.64429(W) AD(       ) 3
 JR0057  NGVD 29 (??/??/92) 1252.265  (m)         4108.47   (f) ADJ UNCH    1 2
 JR0057
 JR0057.Superseded values are not recommended for survey control.
 JR0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0057.See file dsdata.txt to determine how the superseded data were derived.
 JR0057
 JR0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC5615082662(NAD 83)
 JR0057_MARKER: DB = BENCH MARK DISK
 JR0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0057_STAMPING: B 363 1953
 JR0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0057+STABILITY: SURFACE MOTION
 JR0057
 JR0057  HISTORY     - Date     Condition        Report By
 JR0057  HISTORY     - 1953     MONUMENTED       CGS
 JR0057  HISTORY     - 1953     GOOD             CGS
 JR0057
 JR0057                          STATION DESCRIPTION
 JR0057
 JR0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0057'DESCRIBED BY U.S. COAST AND GEODETIC SURVEY IN NEVADA LEVEL LINE
 JR0057'NO. 81 - STEAMBOAT TO TONOPAH, NEVADA AS FOLLOWS.
 JR0057'
 JR0057'7.4 MI. NW. ALONG THE S.P. COMPANY RR, FROM THE STATION AT THORNE,
 JR0057'90 FT. SE. OF AND ACROSS THE TRACK FROM MILEPOLE 377 AND 35.5 FT. E.
 JR0057'OF E. RAIL, 2.7 FT. S. OF WITNESS POST, ABOUT 2 FT. LOWER THAN TRACK,
 JR0057'SET IN TOP OF CONCRETE POST PROJECTING 0.4 FT. ABOVE GROUND.
 JR0057'
 JR0057'NOTE BY USGS, 1954--FOUND AS DESCRIBED IN C AND GS LEVEL NOTES.
 JR0057'
 JR0057'LOCATED 6.5 MI. NE. OF THORNE RR. STATION AND 6.5 MI. S. OF NOLAN
 JR0057'RR. STATION, ALONG S.P. RR. AND 39 FT. E. OF CENTER OF RR. TRACK.
 JR0057'
 JR0057'STATION MARK--C AND GS BENCH MARK TBLET STAMPED----B 363 1953----SET
 JR0057'IN TOP OF CONCRETE POST.
 JR0057
 JR0057                          STATION RECOVERY (1953)
 JR0057
 JR0057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 JR0057'7.4 MI NW FROM THORNE.
 JR0057'7.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0057'FROM THE STATION AT THORNE, 90 FEET SOUTHEAST OF AND ACROSS THE
 JR0057'TRACK FROM MILEPOLE 377, 35.5 FEET EAST OF THE EAST RAIL, 2.7
 JR0057'FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK,
 JR0057'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 JR0057'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0733 ***********************************************************************
 GR0733  DESIGNATION -  B 364
 GR0733  PID         -  GR0733
 GR0733  STATE/COUNTY-  NV/CLARK
 GR0733  USGS QUAD   -  MOAPA EAST (1983)
 GR0733
 GR0733                         *CURRENT SURVEY CONTROL
 GR0733  ___________________________________________________________________
 GR0733* NAD 83(1986)-  36 42 01.     (N)    114 37 28.     (W)     SCALED    
 GR0733* NAVD 88     -       523.936  (meters)    1718.95   (feet)  ADJUSTED  
 GR0733  ___________________________________________________________________
 GR0733  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 GR0733  DYNAMIC HT  -         523.436 (meters)    1717.31  (feet)  COMP
 GR0733  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 GR0733
 GR0733  VERT ORDER  -  FIRST     CLASS II
 GR0733
 GR0733.The horizontal coordinates were scaled from a topographic map and have
 GR0733.an estimated accuracy of +/- 6 seconds.
 GR0733
 GR0733.The orthometric height was determined by differential leveling
 GR0733.and adjusted by the National Geodetic Survey in June 1991..
 GR0733
 GR0733.The geoid height was determined by GEOID03.
 GR0733
 GR0733.The dynamic height is computed by dividing the NAVD 88
 GR0733.geopotential number by the normal gravity value computed on the
 GR0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0733.degrees latitude (g = 980.6199 gals.).
 GR0733
 GR0733.The modeled gravity was interpolated from observed gravity values.
 GR0733
 GR0733;                    North         East    Units  Estimated Accuracy
 GR0733;SPC NV E     - 8,216,800.      285,680.      MT  (+/- 180 meters Scaled)
 GR0733
 GR0733                          SUPERSEDED SURVEY CONTROL
 GR0733
 GR0733  NGVD 29 (??/??/92)  523.269  (m)         1716.76   (f) ADJ UNCH    1 2
 GR0733
 GR0733.Superseded values are not recommended for survey control.
 GR0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0733.See file dsdata.txt to determine how the superseded data were derived.
 GR0733
 GR0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA122642(NAD 83)
 GR0733_MARKER: DB = BENCH MARK DISK
 GR0733_SETTING: 66 = SET IN ROCK OUTCROP
 GR0733_SP_SET: OUTCROP
 GR0733_STAMPING: B 364 1963
 GR0733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0733+STABILITY: POSITION/ELEVATION WELL
 GR0733
 GR0733  HISTORY     - Date     Condition        Report By
 GR0733  HISTORY     - 1963     MONUMENTED       CGS
 GR0733  HISTORY     - 1982     GOOD             NGS
 GR0733
 GR0733                          STATION DESCRIPTION
 GR0733
 GR0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0733'2.0 MI N FROM MOAPA.
 GR0733'2.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0733'MOAPA, 2 1/2 POLES NORTH AND ACROSS THE TRACKS FROM MILEPOLE 385, AT
 GR0733'THE NORTH END OF A CUT, IN THE TOP OF AN OUTCROP, 40.4 FEET EAST OF
 GR0733'THE EAST RAIL, 28 FEET SOUTH OF A TELEPHONE POLE, 144 FEET SOUTHEAST
 GR0733'AND ACROSS THE TRACKS FROM BENCH MARK Z 161, AND ABOUT 2 1/2 FEET
 GR0733'HIGHER THAN THE TRACKS.
 GR0733
 GR0733                          STATION RECOVERY (1982)
 GR0733
 GR0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0600 ***********************************************************************
 FS0600  DESIGNATION -  B 365
 FS0600  PID         -  FS0600
 FS0600  STATE/COUNTY-  NV/CLARK
 FS0600  USGS QUAD   -  SEARCHLIGHT (1989)
 FS0600
 FS0600                         *CURRENT SURVEY CONTROL
 FS0600  ___________________________________________________________________
 FS0600* NAD 83(1986)-  35 29 16.     (N)    114 55 22.     (W)     SCALED    
 FS0600* NAVD 88     -      1136.664  (meters)    3729.21   (feet)  POSTED    
 FS0600  ___________________________________________________________________
 FS0600  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FS0600  DYNAMIC HT  -        1135.360 (meters)    3724.93  (feet)  COMP
 FS0600  MODELED GRAV-     979,448.0   (mgal)                       NAVD 88
 FS0600
 FS0600  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0600
 FS0600.The horizontal coordinates were scaled from a topographic map and have
 FS0600.an estimated accuracy of +/- 6 seconds.
 FS0600
 FS0600.The orthometric height was determined by differential leveling
 FS0600.and adjusted by the National Geodetic Survey in 1992..
 FS0600.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0600.rate of 0.0 thru 1.0 mm/km.
 FS0600
 FS0600.The geoid height was determined by GEOID03.
 FS0600
 FS0600.The dynamic height is computed by dividing the NAVD 88
 FS0600.geopotential number by the normal gravity value computed on the
 FS0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0600.degrees latitude (g = 980.6199 gals.).
 FS0600
 FS0600.The modeled gravity was interpolated from observed gravity values.
 FS0600
 FS0600;                    North         East    Units  Estimated Accuracy
 FS0600;SPC NV E     - 8,082,040.      259,940.      MT  (+/- 180 meters Scaled)
 FS0600
 FS0600                          SUPERSEDED SURVEY CONTROL
 FS0600
 FS0600  NGVD 29 (??/??/92) 1135.830  (m)         3726.47   (f) ADJ UNCH    1 2
 FS0600
 FS0600.Superseded values are not recommended for survey control.
 FS0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0600.See file dsdata.txt to determine how the superseded data were derived.
 FS0600
 FS0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV884291(NAD 83)
 FS0600_MARKER: DB = BENCH MARK DISK
 FS0600_SETTING: 80 = SET IN A BOULDER
 FS0600_SP_SET: BOULDER
 FS0600_STAMPING: B 365 1963
 FS0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0600+STABILITY: SURFACE MOTION
 FS0600
 FS0600  HISTORY     - Date     Condition        Report By
 FS0600  HISTORY     - 1963     MONUMENTED       CGS
 FS0600
 FS0600                          STATION DESCRIPTION
 FS0600
 FS0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FS0600'2 MI N FROM SEARCHLIGHT.
 FS0600'1.95 MILES NORTH ALONG ABANDONED STATE HIGHWAY 5 FROM THE POST
 FS0600'OFFICE OF SEARCHLIGHT, 0.1 MILE NORTHWEST OF THE JUNCTION OF
 FS0600'U.S. HIGHWAY 95, ABOUT 0.05 MILE NORTHWEST AND ACROSS A
 FS0600'NORTHEAST-SOUTHWEST DIRT ROAD FROM BENCH MARK 3730 (USGS),
 FS0600'ON A BOULDER COVERED RIDGE, IN THE TOP OF A 24- BY 10-FOOT
 FS0600'GRANITE BOULDER WHICH PROJECTS 1 1/2 FEET ABOVE THE GROUND, 85
 FS0600'FEET NORTHEAST OF THE CENTER LINE OF THE ABANDONED HIGHWAY,
 FS0600'141 FEET NORTH OF THE CENTER OF THE INTERSECTION OF A
 FS0600'NORTHEAST-SOUTHWEST DIRT ROAD, AND ABOUT 7 FEET HIGHER THAN THE
 FS0600'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0526 ***********************************************************************
 GR0526  DESIGNATION -  B 366
 GR0526  PID         -  GR0526
 GR0526  STATE/COUNTY-  NV/CLARK
 GR0526  USGS QUAD   -  BOULDER BEACH (1970)
 GR0526
 GR0526                         *CURRENT SURVEY CONTROL
 GR0526  ___________________________________________________________________
 GR0526* NAD 83(1986)-  36 02 20.     (N)    114 48 28.     (W)     SCALED    
 GR0526* NAVD 88     -       391.914  (meters)    1285.80   (feet)  POSTED    
 GR0526  ___________________________________________________________________
 GR0526  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GR0526  DYNAMIC HT  -         391.540 (meters)    1284.58  (feet)  COMP
 GR0526  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 GR0526
 GR0526  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0526
 GR0526.The horizontal coordinates were scaled from a topographic map and have
 GR0526.an estimated accuracy of +/- 6 seconds.
 GR0526
 GR0526.The orthometric height was determined by differential leveling
 GR0526.and adjusted by the National Geodetic Survey in 1992..
 GR0526.No vertical observational check was made to the station.
 GR0526.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0526.was located on a no-check spur therefore a value was not computed.
 GR0526
 GR0526.The geoid height was determined by GEOID03.
 GR0526
 GR0526.The dynamic height is computed by dividing the NAVD 88
 GR0526.geopotential number by the normal gravity value computed on the
 GR0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0526.degrees latitude (g = 980.6199 gals.).
 GR0526
 GR0526.The modeled gravity was interpolated from observed gravity values.
 GR0526
 GR0526;                    North         East    Units  Estimated Accuracy
 GR0526;SPC NV E     - 8,143,260.      269,890.      MT  (+/- 180 meters Scaled)
 GR0526
 GR0526                          SUPERSEDED SURVEY CONTROL
 GR0526
 GR0526  NGVD 29 (??/??/92)  391.221  (m)         1283.53   (f) ADJ UNCH    1 2
 GR0526
 GR0526.Superseded values are not recommended for survey control.
 GR0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0526.See file dsdata.txt to determine how the superseded data were derived.
 GR0526
 GR0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV974904(NAD 83)
 GR0526_MARKER: DB = BENCH MARK DISK
 GR0526_SETTING: 66 = SET IN ROCK OUTCROP
 GR0526_SP_SET: OUTCROP CLIFF
 GR0526_STAMPING: B 366 1963
 GR0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0526+STABILITY: POSITION/ELEVATION WELL
 GR0526
 GR0526  HISTORY     - Date     Condition        Report By
 GR0526  HISTORY     - 1963     MONUMENTED       CGS
 GR0526  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GR0526
 GR0526                          STATION DESCRIPTION
 GR0526
 GR0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0526'6.55 MI NE FROM BOULDER CITY.
 GR0526'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 93 FROM THE U.S. BUREAU OF
 GR0526'RECLAMATION ADMINISTRATION BUILDING AT BOULDER CITY, THENCE 2.35 MILES
 GR0526'NORTH ALONG STATE HIGHWAY 41, THENCE 0.1 MILE WEST ALONG A BLADED
 GR0526'GRAVELED ROAD, SET VERTICALLY IN THE NORTH FACE AT THE NORTHEAST
 GR0526'CORNER OF A MASSIVE OUTCROP CLIFF, ABOUT 0.15 MILE SOUTHWEST AND
 GR0526'ACROSS THE HIGHWAY FROM LAKE MEAD LODGE, 13 FEET SOUTH OF THE CENTER
 GR0526'LINE OF THE ROAD, 115 FEET SOUTH AND ACROSS THE ROAD FROM THE SECOND
 GR0526'POWER POLE EAST OF A POLE SUPPORTING TWO WOODEN BOXES, 3.0 FEET ABOVE
 GR0526'THE GROUND, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
 GR0526
 GR0526                          STATION RECOVERY (1990)
 GR0526
 GR0526'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0158 ***********************************************************************
 FS0158  DESIGNATION -  B 367
 FS0158  PID         -  FS0158
 FS0158  STATE/COUNTY-  NV/CLARK
 FS0158  USGS QUAD   -  SLOAN (1989)
 FS0158
 FS0158                         *CURRENT SURVEY CONTROL
 FS0158  ___________________________________________________________________
 FS0158* NAD 83(1986)-  35 58 58.     (N)    115 14 02.     (W)     SCALED    
 FS0158* NAVD 88     -       792.912  (meters)    2601.41   (feet)  ADJUSTED  
 FS0158  ___________________________________________________________________
 FS0158  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FS0158  DYNAMIC HT  -         792.080 (meters)    2598.68  (feet)  COMP
 FS0158  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 FS0158
 FS0158  VERT ORDER  -  FIRST     CLASS II
 FS0158
 FS0158.The horizontal coordinates were scaled from a topographic map and have
 FS0158.an estimated accuracy of +/- 6 seconds.
 FS0158
 FS0158.The orthometric height was determined by differential leveling
 FS0158.and adjusted by the National Geodetic Survey in June 1991..
 FS0158
 FS0158.The geoid height was determined by GEOID03.
 FS0158
 FS0158.The dynamic height is computed by dividing the NAVD 88
 FS0158.geopotential number by the normal gravity value computed on the
 FS0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0158.degrees latitude (g = 980.6199 gals.).
 FS0158
 FS0158.The modeled gravity was interpolated from observed gravity values.
 FS0158
 FS0158;                    North         East    Units  Estimated Accuracy
 FS0158;SPC NV E     - 8,136,820.      231,510.      MT  (+/- 180 meters Scaled)
 FS0158
 FS0158                          SUPERSEDED SURVEY CONTROL
 FS0158
 FS0158  NGVD 29 (??/??/92)  792.168  (m)         2598.97   (f) ADJ UNCH    1 2
 FS0158
 FS0158.Superseded values are not recommended for survey control.
 FS0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0158.See file dsdata.txt to determine how the superseded data were derived.
 FS0158
 FS0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV592834(NAD 83)
 FS0158_MARKER: DB = BENCH MARK DISK
 FS0158_SETTING: 66 = SET IN ROCK OUTCROP
 FS0158_SP_SET: ROCK CUT
 FS0158_STAMPING: B 367 1963
 FS0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0158+STABILITY: POSITION/ELEVATION WELL
 FS0158
 FS0158  HISTORY     - Date     Condition        Report By
 FS0158  HISTORY     - 1963     MONUMENTED       CGS
 FS0158  HISTORY     - 1980     GOOD             NGS
 FS0158
 FS0158                          STATION DESCRIPTION
 FS0158
 FS0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FS0158'14.4 MI S FROM LAS VEGAS.
 FS0158'14.35 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 FS0158'STATION AT LAS VEGAS, 3 1/2 TELEPHONES POLES NORTHWEST OF MILEPOLE
 FS0158'319.75, AT THE SOUTHEAST END OF A ROCK CUT, SET VERTICALLY IN
 FS0158'THE NORTHEAST FACE OF AN OUTCROP CUT, 9.4 FEET SOUTHWEST OF THE
 FS0158'SOUTHWEST RAIL, 120 FEET WEST OF THE 3RD TELEPHONE POLE NORTH OF
 FS0158'THE 3/4 MILEPOLE, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 FS0158
 FS0158                          STATION RECOVERY (1980)
 FS0158
 FS0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FS0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1234 ***********************************************************************
 GR1234  DESIGNATION -  B 368
 GR1234  PID         -  GR1234
 GR1234  STATE/COUNTY-  NV/CLARK
 GR1234  USGS QUAD   -  BLUE DIAMOND NE (1983)
 GR1234
 GR1234                         *CURRENT SURVEY CONTROL
 GR1234  ___________________________________________________________________
 GR1234* NAD 83(1986)-  36 09 17.     (N)    115 21 02.     (W)     SCALED    
 GR1234* NAVD 88     -       959.86   (+/-2cm)    3149.1    (feet)  VERTCON   
 GR1234  ___________________________________________________________________
 GR1234  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 GR1234
 GR1234  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1234
 GR1234.The horizontal coordinates were scaled from a topographic map and have
 GR1234.an estimated accuracy of +/- 6 seconds.
 GR1234
 GR1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1234.The vertical order pertains to the NGVD 29 superseded value.
 GR1234
 GR1234.The geoid height was determined by GEOID03.
 GR1234
 GR1234;                    North         East    Units  Estimated Accuracy
 GR1234;SPC NV E     - 8,155,860.      220,950.      MT  (+/- 180 meters Scaled)
 GR1234
 GR1234                          SUPERSEDED SURVEY CONTROL
 GR1234
 GR1234  NGVD 29 (??/??/92)  959.133  (m)         3146.76   (f) ADJ UNCH    1 2
 GR1234
 GR1234.Superseded values are not recommended for survey control.
 GR1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1234.See file dsdata.txt to determine how the superseded data were derived.
 GR1234
 GR1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA483023(NAD 83)
 GR1234_MARKER: DB = BENCH MARK DISK
 GR1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1234_STAMPING: B 368 1963
 GR1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1234+STABILITY: SURFACE MOTION
 GR1234
 GR1234  HISTORY     - Date     Condition        Report By
 GR1234  HISTORY     - 1963     MONUMENTED       CGS
 GR1234  HISTORY     - 1972     GOOD             USGS
 GR1234  HISTORY     - 19961120 MARK NOT FOUND   USPSQD
 GR1234
 GR1234                          STATION DESCRIPTION
 GR1234
 GR1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1234'12.95 MI W FROM LAS VEGAS.
 GR1234'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1234'LAS VEGAS, THENCE 11.95 MILES WEST ALONG CHARLESTON BOULEVARD, 0.05
 GR1234'MILE EAST OF THE CENTER OF A CURVE, 22 FEET NORTH OF THE CENTER LINE
 GR1234'OF THE BOULEVARD, 3.8 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 GR1234'THAN THE BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GR1234'0.5 FOOT ABOVE THE GROUND.
 GR1234
 GR1234                          STATION RECOVERY (1972)
 GR1234
 GR1234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GR1234'RECOVERED IN GOOD CONDITION.
 GR1234
 GR1234                          STATION RECOVERY (1996)
 GR1234
 GR1234'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0947 ***********************************************************************
 GR0947  DESIGNATION -  B 369
 GR0947  PID         -  GR0947
 GR0947  STATE/COUNTY-  NV/CLARK
 GR0947  USGS QUAD   -  LAS VEGAS NW (1983)
 GR0947
 GR0947                         *CURRENT SURVEY CONTROL
 GR0947  ___________________________________________________________________
 GR0947* NAD 83(1986)-  36 14 21.     (N)    115 11 37.     (W)     SCALED    
 GR0947* NAVD 88     -       669.00   (+/-2cm)    2194.9    (feet)  VERTCON   
 GR0947  ___________________________________________________________________
 GR0947  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 GR0947
 GR0947  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0947
 GR0947.The horizontal coordinates were scaled from a topographic map and have
 GR0947.an estimated accuracy of +/- 6 seconds.
 GR0947
 GR0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0947.The vertical order pertains to the NGVD 29 superseded value.
 GR0947
 GR0947.The geoid height was determined by GEOID03.
 GR0947
 GR0947;                    North         East    Units  Estimated Accuracy
 GR0947;SPC NV E     - 8,165,280.      235,030.      MT  (+/- 180 meters Scaled)
 GR0947
 GR0947                          SUPERSEDED SURVEY CONTROL
 GR0947
 GR0947  NGVD 29 (??/??/92)  668.364  (m)         2192.79   (f) ADJ UNCH    1 2
 GR0947
 GR0947.Superseded values are not recommended for survey control.
 GR0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0947.See file dsdata.txt to determine how the superseded data were derived.
 GR0947
 GR0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA623119(NAD 83)
 GR0947_MARKER: DB = BENCH MARK DISK
 GR0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0947_STAMPING: B 369 1963
 GR0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0947+STABILITY: SURFACE MOTION
 GR0947
 GR0947  HISTORY     - Date     Condition        Report By
 GR0947  HISTORY     - 1963     MONUMENTED       CGS
 GR0947  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR0947
 GR0947                          STATION DESCRIPTION
 GR0947
 GR0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0947'9.95 MI N FROM LAS VEGAS.
 GR0947'7.7 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR0947'RAILROAD STATION AT LAS VEGAS, THENCE 2.25 MILES EAST ALONG CRAIG
 GR0947'ROAD, 0.25 MILE WEST OF THE WEST END OF A POWER LINE, 36 FEET SOUTH OF
 GR0947'THE CENTER LINE OF THE ROAD, 2.1 FEET EAST OF A WITNESS POST, ABOUT 1
 GR0947'1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GR0947'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR0947
 GR0947                          STATION RECOVERY (1996)
 GR0947
 GR0947'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0036 ***********************************************************************
 LQ0036  DESIGNATION -  B 37
 LQ0036  PID         -  LQ0036
 LQ0036  STATE/COUNTY-  NV/ELKO
 LQ0036  USGS QUAD   -  PILOT (1982)
 LQ0036
 LQ0036                         *CURRENT SURVEY CONTROL
 LQ0036  ___________________________________________________________________
 LQ0036* NAD 83(1986)-  40 45 21.     (N)    114 08 11.     (W)     SCALED    
 LQ0036* NAVD 88     -      1449.256  (meters)    4754.77   (feet)  ADJUSTED  
 LQ0036  ___________________________________________________________________
 LQ0036  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 LQ0036  DYNAMIC HT  -        1448.094 (meters)    4750.96  (feet)  COMP
 LQ0036  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 LQ0036
 LQ0036  VERT ORDER  -  SECOND    CLASS 0
 LQ0036
 LQ0036.The horizontal coordinates were scaled from a topographic map and have
 LQ0036.an estimated accuracy of +/- 6 seconds.
 LQ0036
 LQ0036.The orthometric height was determined by differential leveling
 LQ0036.and adjusted by the National Geodetic Survey in June 1991..
 LQ0036
 LQ0036.The geoid height was determined by GEOID03.
 LQ0036
 LQ0036.The dynamic height is computed by dividing the NAVD 88
 LQ0036.geopotential number by the normal gravity value computed on the
 LQ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0036.degrees latitude (g = 980.6199 gals.).
 LQ0036
 LQ0036.The modeled gravity was interpolated from observed gravity values.
 LQ0036
 LQ0036;                    North         East    Units  Estimated Accuracy
 LQ0036;SPC NV E     - 8,667,540.      322,180.      MT  (+/- 180 meters Scaled)
 LQ0036
 LQ0036                          SUPERSEDED SURVEY CONTROL
 LQ0036
 LQ0036  NGVD 29 (??/??/92) 1448.249  (m)         4751.46   (f) ADJ UNCH    2 0
 LQ0036
 LQ0036.Superseded values are not recommended for survey control.
 LQ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0036.See file dsdata.txt to determine how the superseded data were derived.
 LQ0036
 LQ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF417155(NAD 83)
 LQ0036_MARKER: DB = BENCH MARK DISK
 LQ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0036_STAMPING: B 37 1934
 LQ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0036+STABILITY: SURFACE MOTION
 LQ0036
 LQ0036  HISTORY     - Date     Condition        Report By
 LQ0036  HISTORY     - 1934     MONUMENTED       CGS
 LQ0036  HISTORY     - 1958     GOOD             NGS
 LQ0036
 LQ0036                          STATION DESCRIPTION
 LQ0036
 LQ0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LQ0036'9.6 MI W FROM WENDOVER, UT.
 LQ0036'IN ELKO COUNTY, NEVADA, 9.6 MILES WEST ALONG THE WESTERN PACIFIC
 LQ0036'RAILROAD FROM THE UTAH-NEVADA STATE LINE AT WENDOVER, TOOELE COUNTY,
 LQ0036'UTAH, 291 FEET SOUTHEAST OF MILEPOST 796, AT THE WEST EDGE OF A DIM
 LQ0036'ROAD, 69 FEET EAST OF THE CENTERLINE OF THE TRACK, ABOUT 4 FEET LOWER
 LQ0036'THAN THE RAIL, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1046 ***********************************************************************
 GR1046  DESIGNATION -  B 370
 GR1046  PID         -  GR1046
 GR1046  STATE/COUNTY-  NV/CLARK
 GR1046  USGS QUAD   -  LAS VEGAS SE (1984)
 GR1046
 GR1046                         *CURRENT SURVEY CONTROL
 GR1046  ___________________________________________________________________
 GR1046* NAD 83(1986)-  36 05 58.     (N)    115 03 58.     (W)     SCALED    
 GR1046* NAVD 88     -       525.73   (+/-2cm)    1724.8    (feet)  VERTCON   
 GR1046  ___________________________________________________________________
 GR1046  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GR1046
 GR1046  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1046
 GR1046.The horizontal coordinates were scaled from a topographic map and have
 GR1046.an estimated accuracy of +/- 6 seconds.
 GR1046
 GR1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1046.The vertical order pertains to the NGVD 29 superseded value.
 GR1046
 GR1046.The geoid height was determined by GEOID03.
 GR1046
 GR1046;                    North         East    Units  Estimated Accuracy
 GR1046;SPC NV E     - 8,149,830.      246,570.      MT  (+/- 180 meters Scaled)
 GR1046
 GR1046                          SUPERSEDED SURVEY CONTROL
 GR1046
 GR1046  NGVD 29 (??/??/92)  525.037  (m)         1722.56   (f) ADJ UNCH    1 2
 GR1046
 GR1046.Superseded values are not recommended for survey control.
 GR1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1046.See file dsdata.txt to determine how the superseded data were derived.
 GR1046
 GR1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV740967(NAD 83)
 GR1046_MARKER: DB = BENCH MARK DISK
 GR1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1046_STAMPING: B 370 1963
 GR1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1046+STABILITY: SURFACE MOTION
 GR1046
 GR1046  HISTORY     - Date     Condition        Report By
 GR1046  HISTORY     - 1963     MONUMENTED       CGS
 GR1046  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1046
 GR1046                          STATION DESCRIPTION
 GR1046
 GR1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1046'1.55 MI W FROM EAST LAS VEGAS.
 GR1046'0.55 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT
 GR1046'EAST LAS VEGAS, THENCE 0.95 MILE WEST ALONG TROPICANA AVENUE, AT THE
 GR1046'JUNCTION OF AN ASPHALT ROAD SOUTH OF TERRA LINDA HOMES, 240 FEET SOUTH
 GR1046'OF THE CENTER LINE OF THE AVENUE, 29 FEET WEST OF THE CENTER LINE OF
 GR1046'THE ROAD, 43 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ASPHALT
 GR1046'STREET (THE FIRST EAST-WEST STREET SOUTH OF THE AVENUE), 5.0 FEET
 GR1046'NORTH OF THE CENTER OF A FIRE HYDRANT, 0.7 FOOT WEST OF THE WEST EDGE
 GR1046'OF A SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 GR1046'SURFACE OF THE SIDEWALK.
 GR1046
 GR1046                          STATION RECOVERY (1996)
 GR1046
 GR1046'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1171 ***********************************************************************
 GR1171  DESIGNATION -  B 371
 GR1171  PID         -  GR1171
 GR1171  STATE/COUNTY-  NV/CLARK
 GR1171  USGS QUAD   -  CORN CREEK SPRINGS NW (1974)
 GR1171
 GR1171                         *CURRENT SURVEY CONTROL
 GR1171  ___________________________________________________________________
 GR1171* NAD 83(1986)-  36 24 56.     (N)    115 27 03.     (W)     SCALED    
 GR1171* NAVD 88     -      1055.220  (meters)    3462.00   (feet)  ADJUSTED  
 GR1171  ___________________________________________________________________
 GR1171  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GR1171  DYNAMIC HT  -        1054.066 (meters)    3458.21  (feet)  COMP
 GR1171  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 GR1171
 GR1171  VERT ORDER  -  FIRST     CLASS II
 GR1171
 GR1171.The horizontal coordinates were scaled from a topographic map and have
 GR1171.an estimated accuracy of +/- 6 seconds.
 GR1171
 GR1171.The orthometric height was determined by differential leveling
 GR1171.and adjusted by the National Geodetic Survey in June 1991..
 GR1171
 GR1171.The geoid height was determined by GEOID03.
 GR1171
 GR1171.The dynamic height is computed by dividing the NAVD 88
 GR1171.geopotential number by the normal gravity value computed on the
 GR1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1171.degrees latitude (g = 980.6199 gals.).
 GR1171
 GR1171.The modeled gravity was interpolated from observed gravity values.
 GR1171
 GR1171;                    North         East    Units  Estimated Accuracy
 GR1171;SPC NV E     - 8,184,790.      211,880.      MT  (+/- 180 meters Scaled)
 GR1171
 GR1171                          SUPERSEDED SURVEY CONTROL
 GR1171
 GR1171  NGVD 29 (05/01/91) 1054.419  (m)         3459.37   (f) ADJUSTED    1 2
 GR1171
 GR1171.Superseded values are not recommended for survey control.
 GR1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1171.See file dsdata.txt to determine how the superseded data were derived.
 GR1171
 GR1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA388311(NAD 83)
 GR1171_MARKER: DB = BENCH MARK DISK
 GR1171_SETTING: 66 = SET IN ROCK OUTCROP
 GR1171_SP_SET: OUTCROP
 GR1171_STAMPING: B 371 1963
 GR1171_MARK LOGO: CGS   
 GR1171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1171+STABILITY: POSITION/ELEVATION WELL
 GR1171
 GR1171  HISTORY     - Date     Condition        Report By
 GR1171  HISTORY     - 1963     MONUMENTED       CGS
 GR1171  HISTORY     - 1980     GOOD             NGS
 GR1171  HISTORY     - 1983     GOOD             NGS
 GR1171  HISTORY     - 20020413 GOOD             USGS-R
 GR1171
 GR1171                          STATION DESCRIPTION
 GR1171
 GR1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1171'26.4 MI NW FROM LAS VEGAS.
 GR1171'24.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1171'RAILROAD STATION AT LAS VEGAS, THENCE 1.75 MILES WEST ALONG A TRACK
 GR1171'ROAD AND POWER LINE, AT THE EAST END OF A ROCKY RIDGE, IN THE TOP OF A
 GR1171'LEDGE OF BLACK OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE
 GR1171'GROUND, 329 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 439 FEET
 GR1171'SOUTHEAST AND ACROSS THE ROAD FROM POWER POLE 13, 26 FEET NORTH OF THE
 GR1171'CENTER OF A SMALL CAVE, 10.5 FEET SOUTHWEST OF A WITNESS POST, AND
 GR1171'ABOUT LEVEL WITH THE ROAD.
 GR1171
 GR1171                          STATION RECOVERY (1980)
 GR1171
 GR1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1171'2.1 KILOMETERS (1.3 MILES) WEST ALONG BONANZA ROAD FROM ITS JUNCTION
 GR1171'WITH THE INTERSTATE HIGHWAY 15 OVERPASS IN LAS VEGAS, THENCE 34.8
 GR1171'KILOMETERS (21.65 MILES) NORTHWEST ALONG RANCHO DRIVE (U. S. HIGHWAY
 GR1171'95), THENCE 2.8 KILOMETERS (1.75 MILES) WEST ALONG A GRAVEL ROAD,
 GR1171'2.2 KILOMETERS (1.4 MILES) WEST OF AN ELECTRICAL SUBSTATION, SET IN
 GR1171'TOP OF A LEDGE OF BLACK ROCK OUTCROP, 100.3 METERS (329 FEET) SOUTH
 GR1171'OF THE CENTERLINE OF THE GRAVEL ROAD, 133.8 METERS (439 FEET) EAST
 GR1171'OF AND ACROSS THE ROAD FROM POWER POLE 13 AND 7.9 METERS (26 FEET)
 GR1171'NORTH OF THE CENTER OF A SMALL CAVE.
 GR1171'THE MARK IS 3.2 METERS  SW FROM A WITNESS POST.
 GR1171'THE MARK IS ABOVE LEVEL WITH ROAD.
 GR1171
 GR1171                          STATION RECOVERY (1983)
 GR1171
 GR1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR1171'RECOVERED IN GOOD CONDITION.
 GR1171
 GR1171                          STATION RECOVERY (2002)
 GR1171
 GR1171'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2002 (DPB)
 GR1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0240 ***********************************************************************
 KR0240  DESIGNATION -  B 372
 KR0240  PID         -  KR0240
 KR0240  STATE/COUNTY-  NV/CHURCHILL
 KR0240  USGS QUAD   -  GRIMES POINT (1985)
 KR0240
 KR0240                         *CURRENT SURVEY CONTROL
 KR0240  ___________________________________________________________________
 KR0240* NAD 83(1986)-  39 25 19.     (N)    118 42 40.     (W)     SCALED    
 KR0240* NAVD 88     -      1200.200  (meters)    3937.66   (feet)  ADJUSTED  
 KR0240  ___________________________________________________________________
 KR0240  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 KR0240  DYNAMIC HT  -        1199.156 (meters)    3934.23  (feet)  COMP
 KR0240  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 KR0240
 KR0240  VERT ORDER  -  FIRST     CLASS II
 KR0240
 KR0240.The horizontal coordinates were scaled from a topographic map and have
 KR0240.an estimated accuracy of +/- 6 seconds.
 KR0240
 KR0240.The orthometric height was determined by differential leveling
 KR0240.and adjusted by the National Geodetic Survey in October 1991..
 KR0240
 KR0240.The geoid height was determined by GEOID03.
 KR0240
 KR0240.The dynamic height is computed by dividing the NAVD 88
 KR0240.geopotential number by the normal gravity value computed on the
 KR0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0240.degrees latitude (g = 980.6199 gals.).
 KR0240
 KR0240.The modeled gravity was interpolated from observed gravity values.
 KR0240
 KR0240;                    North         East    Units  Estimated Accuracy
 KR0240;SPC NV W     - 4,518,450.      789,000.      MT  (+/- 180 meters Scaled)
 KR0240
 KR0240                          SUPERSEDED SURVEY CONTROL
 KR0240
 KR0240  NAVD 88 (06/15/91) 1200.224  (m)         3937.73   (f) UNKNOWN     1 2
 KR0240  NGVD 29 (??/??/92) 1199.263  (m)         3934.58   (f) ADJ UNCH    1 2
 KR0240
 KR0240.Superseded values are not recommended for survey control.
 KR0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0240.See file dsdata.txt to determine how the superseded data were derived.
 KR0240
 KR0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD527649(NAD 83)
 KR0240_MARKER: DB = BENCH MARK DISK
 KR0240_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KR0240_SP_SET: BUILDING
 KR0240_STAMPING: B 372 1967
 KR0240_MARK LOGO: CGS   
 KR0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0240+STABILITY: SURFACE MOTION
 KR0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KR0240+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2005
 KR0240
 KR0240  HISTORY     - Date     Condition        Report By
 KR0240  HISTORY     - 1967     MONUMENTED       CGS
 KR0240  HISTORY     - 19910807 GOOD             NGS
 KR0240  HISTORY     - 20050523 GOOD             GEOCAC
 KR0240
 KR0240                          STATION DESCRIPTION
 KR0240
 KR0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KR0240'6.2 MI SE FROM FALLON.
 KR0240'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0240'FROM THE CITY HALL AT FALLON, THENCE 0.25 MILE SOUTH ALONG SHERMAN
 KR0240'STREET, THENCE 0.2 MILE EAST ALONG STILLWATER AVENUE, THENCE 0.8 MILE
 KR0240'SOUTH ALONG A PAVED ROAD WHICH WAS FORMERLY U.S. HIGHWAY 50 ALTERNATE,
 KR0240'THENCE 2.3 MILES SOUTHEAST ALONG A PAVED ROAD TO THE NORTH GATE OF THE
 KR0240'FALLON NAVAL AIR STATION, THENCE 1.9 MILES SOUTH ALONG A SERVICE ROAD
 KR0240'FOR THE FALLON NAVAL AIR STATION, THENCE 0.25 MILE EAST ALONG A
 KR0240'SERVICE ROAD, OR ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS
 KR0240'WILLIAMS AVENUE, FROM THE CITY HALL AT FALLON, THENCE 0.25 MILE SOUTH
 KR0240'ALONG SHERMAN STREET, THENCE 0.2 MILE EAST ALONG STILLWATER AVENUE,
 KR0240'THENCE 4.8 MILES SOUTH AND 3.0 MILES EAST ALONG A PAVED ROAD WHICH WAS
 KR0240'FORMERLY U.S. HIGHWAY 50 ALTERNATE, TO THE SOUTH GATE OF THE FALLON
 KR0240'NAVAL AIR STATION, THENCE 0.5 MILE NORTH ALONG FIRST STREET, THENCE
 KR0240'0.8 MILE NORTH ALONG A PAVED ROAD, THENCE 0.25 MILE EAST ALONG A
 KR0240'SERVICE ROAD, IN SECTION 15, T 18 N, R 29 E, SET VERTICALLY IN THE
 KR0240'WEST FACE AND 2.2 FEET SOUTH OF THE NORTHWEST CORNER OF CONCRETE
 KR0240'CONTROL TOWER BUILDING NUMBER 301, AND 2.2 FEET ABOVE THE LEVEL OF THE
 KR0240'GROUND.
 KR0240
 KR0240                          STATION RECOVERY (1991)
 KR0240
 KR0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KR0240'12.2 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR0240'IN FALLON, THENCE 5.1 KM (3.2 MI) WESTERLY ALONG WILDES ROAD, THENCE
 KR0240'3.1 KM (1.9 MI) SOUTHERLY ALONG CARSON ROAD LEADING TO THE NORTH GATE
 KR0240'OF THE FALLON NAVAL AIR STATION, THENCE 0.3 KM (0.2 MI) EASTERLY
 KR0240'ALONG CHURCHILL AVENUE, SET VERTICALLY IN THE WEST FACE OF THE MOST
 KR0240'NORTHERLY OF 2 CONCRETE CONTROL TOWERS, 12.1 M (39.7 FT) SOUTH OF THE
 KR0240'CENTERLINE OF THE AVENUE, 0.7 M (2.3 FT) SOUTH OF THE NORTHWEST
 KR0240'CORNER OF THE TOWER, AND 0.7 M (2.3 FT) ABOVE THE GROUND SURFACE.
 KR0240
 KR0240                          STATION RECOVERY (2005)
 KR0240
 KR0240'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR0240'OBSERVED GPSR COORDINATES N39 25 18.06, W118 42 39.60
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0041 ***********************************************************************
 HQ0041  DESIGNATION -  B 373
 HQ0041  PID         -  HQ0041
 HQ0041  STATE/COUNTY-  NV/NYE
 HQ0041  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0041
 HQ0041                         *CURRENT SURVEY CONTROL
 HQ0041  ___________________________________________________________________
 HQ0041* NAD 83(1986)-  37 51 14.     (N)    116 40 03.     (W)     SCALED    
 HQ0041* NAVD 88     -      1668.025  (meters)    5472.51   (feet)  ADJUSTED  
 HQ0041  ___________________________________________________________________
 HQ0041  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 HQ0041  DYNAMIC HT  -        1666.149 (meters)    5466.36  (feet)  COMP
 HQ0041  MODELED GRAV-     979,446.2   (mgal)                       NAVD 88
 HQ0041
 HQ0041  VERT ORDER  -  FIRST     CLASS II
 HQ0041
 HQ0041.The horizontal coordinates were scaled from a topographic map and have
 HQ0041.an estimated accuracy of +/- 6 seconds.
 HQ0041
 HQ0041.The orthometric height was determined by differential leveling
 HQ0041.and adjusted by the National Geodetic Survey in June 1991..
 HQ0041
 HQ0041.The geoid height was determined by GEOID03.
 HQ0041
 HQ0041.The dynamic height is computed by dividing the NAVD 88
 HQ0041.geopotential number by the normal gravity value computed on the
 HQ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0041.degrees latitude (g = 980.6199 gals.).
 HQ0041
 HQ0041.The modeled gravity was interpolated from observed gravity values.
 HQ0041
 HQ0041;                    North         East    Units  Estimated Accuracy
 HQ0041;SPC NV C     - 6,344,390.      499,930.      MT  (+/- 180 meters Scaled)
 HQ0041
 HQ0041                          SUPERSEDED SURVEY CONTROL
 HQ0041
 HQ0041.No superseded survey control is available for this station.
 HQ0041
 HQ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB292896(NAD 83)
 HQ0041_MARKER: DB = BENCH MARK DISK
 HQ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0041_STAMPING: B 373 1968
 HQ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0041+STABILITY: SURFACE MOTION
 HQ0041
 HQ0041  HISTORY     - Date     Condition        Report By
 HQ0041  HISTORY     - 1968     MONUMENTED       CGS
 HQ0041
 HQ0041                          STATION DESCRIPTION
 HQ0041
 HQ0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0041'6.9 MI SE FROM TONOPAH TEST RANGE.
 HQ0041'1.1 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM POINT ABLE AT
 HQ0041'TONOPAH TEST RANGE, THENCE 3.7 MILES EAST ALONG A GRAVELED ROAD,
 HQ0041'THENCE 2.1 MILES SOUTHEAST ALONG A GRAVELED ROAD, 0.95 MILE
 HQ0041'NORTHWEST OF TRIANGULATION STATION CONTRAVES 13, 0.55 MILE
 HQ0041'SOUTHEAST OF THE JUNCTION OF A GRAVELED ROAD WEST TO MAIN LAKE
 HQ0041'COMPLEX, 62 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.1
 HQ0041'FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 HQ0041'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 HQ0041'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0596 ***********************************************************************
 KR0596  DESIGNATION -  B 375
 KR0596  PID         -  KR0596
 KR0596  STATE/COUNTY-  NV/STOREY
 KR0596  USGS QUAD   -  FERNLEY WEST (1985)
 KR0596
 KR0596                         *CURRENT SURVEY CONTROL
 KR0596  ___________________________________________________________________
 KR0596* NAD 83(1986)-  39 35 58.     (N)    119 19 43.     (W)     SCALED    
 KR0596* NAVD 88     -      1270.424  (meters)    4168.05   (feet)  ADJUSTED  
 KR0596  ___________________________________________________________________
 KR0596  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KR0596  DYNAMIC HT  -        1269.332 (meters)    4164.47  (feet)  COMP
 KR0596  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 KR0596
 KR0596  VERT ORDER  -  FIRST     CLASS I
 KR0596
 KR0596.The horizontal coordinates were scaled from a topographic map and have
 KR0596.an estimated accuracy of +/- 6 seconds.
 KR0596
 KR0596.The orthometric height was determined by differential leveling
 KR0596.and adjusted by the National Geodetic Survey in June 1991..
 KR0596
 KR0596.The geoid height was determined by GEOID03.
 KR0596
 KR0596.The dynamic height is computed by dividing the NAVD 88
 KR0596.geopotential number by the normal gravity value computed on the
 KR0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0596.degrees latitude (g = 980.6199 gals.).
 KR0596
 KR0596.The modeled gravity was interpolated from observed gravity values.
 KR0596
 KR0596;                    North         East    Units  Estimated Accuracy
 KR0596;SPC NV W     - 4,538,410.      735,990.      MT  (+/- 180 meters Scaled)
 KR0596
 KR0596                          SUPERSEDED SURVEY CONTROL
 KR0596
 KR0596  NGVD 29 (??/??/92) 1269.44   (m)         4164.8    (f) COMPUTED    1 1
 KR0596
 KR0596.Superseded values are not recommended for survey control.
 KR0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0596.See file dsdata.txt to determine how the superseded data were derived.
 KR0596
 KR0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD000858(NAD 83)
 KR0596_MARKER: DB = BENCH MARK DISK
 KR0596_SETTING: 66 = SET IN ROCK OUTCROP
 KR0596_SP_SET: ROCK CUT
 KR0596_STAMPING: B 375 1969
 KR0596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0596+STABILITY: POSITION/ELEVATION WELL
 KR0596
 KR0596  HISTORY     - Date     Condition        Report By
 KR0596  HISTORY     - 1969     MONUMENTED       CGS
 KR0596
 KR0596                          STATION DESCRIPTION
 KR0596
 KR0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KR0596'4.45 MI W FROM FERNLEY.
 KR0596'4.45 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0596'STATION AT FERNLEY, 13 POLES SOUTHWEST OF MILEPOLE 272, 0.05 MILE
 KR0596'NORTHEAST OF THE CROSSING OF A PRIVATE ROAD, AT THE SOUTHWEST END OF A
 KR0596'ROCK CUT, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT BANK,
 KR0596'19.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 12 1/2 FEET NORTHEAST OF
 KR0596'THE SOUTHWEST END OF THE CUT, ABOUT 3 FEET HIGHER THAN THE TRACK, AND
 KR0596'3.5 FEET ABOVE THE GROUND.  SECTION 18, T 20N, R 24E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0279 ***********************************************************************
 LQ0279  DESIGNATION -  B 38
 LQ0279  PID         -  LQ0279
 LQ0279  STATE/COUNTY-  NV/ELKO
 LQ0279  USGS QUAD   -  VENTOSA (1980)
 LQ0279
 LQ0279                         *CURRENT SURVEY CONTROL
 LQ0279  ___________________________________________________________________
 LQ0279* NAD 83(1986)-  40 50 10.     (N)    114 45 08.     (W)     SCALED    
 LQ0279* NAVD 88     -      1704.538  (meters)    5592.31   (feet)  ADJUSTED  
 LQ0279  ___________________________________________________________________
 LQ0279  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 LQ0279  DYNAMIC HT  -        1703.072 (meters)    5587.50  (feet)  COMP
 LQ0279  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 LQ0279
 LQ0279  VERT ORDER  -  SECOND    CLASS 0
 LQ0279
 LQ0279.The horizontal coordinates were scaled from a topographic map and have
 LQ0279.an estimated accuracy of +/- 6 seconds.
 LQ0279
 LQ0279.The orthometric height was determined by differential leveling
 LQ0279.and adjusted by the National Geodetic Survey in June 1991..
 LQ0279
 LQ0279.The geoid height was determined by GEOID03.
 LQ0279
 LQ0279.The dynamic height is computed by dividing the NAVD 88
 LQ0279.geopotential number by the normal gravity value computed on the
 LQ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0279.degrees latitude (g = 980.6199 gals.).
 LQ0279
 LQ0279.The modeled gravity was interpolated from observed gravity values.
 LQ0279
 LQ0279;                    North         East    Units  Estimated Accuracy
 LQ0279;SPC NV E     - 8,675,780.      270,090.      MT  (+/- 180 meters Scaled)
 LQ0279
 LQ0279                          SUPERSEDED SURVEY CONTROL
 LQ0279
 LQ0279  NGVD 29 (??/??/92) 1703.393  (m)         5588.55   (f) ADJ UNCH    2 0
 LQ0279
 LQ0279.Superseded values are not recommended for survey control.
 LQ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0279.See file dsdata.txt to determine how the superseded data were derived.
 LQ0279
 LQ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF895229(NAD 83)
 LQ0279_MARKER: DB = BENCH MARK DISK
 LQ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0279_STAMPING: B 38 1934
 LQ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0279+STABILITY: SURFACE MOTION
 LQ0279
 LQ0279  HISTORY     - Date     Condition        Report By
 LQ0279  HISTORY     - 1934     MONUMENTED       CGS
 LQ0279
 LQ0279                          STATION DESCRIPTION
 LQ0279
 LQ0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0279'23.9 MI W FROM SHAFTER.
 LQ0279'23.9 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 LQ0279'AT SHAFTER, ELKO COUNTY, 24 FEET SOUTHEAST OF MILEPOST 742, 66 FEET
 LQ0279'SOUTH OF THE CENTERLINE OF THE TRACK, AT THE NORTH EDGE OF A DIM WAGON
 LQ0279'ROAD, AND ABOUT 4 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 LQ0279'B 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0388 ***********************************************************************
 JQ0388  DESIGNATION -  B 382
 JQ0388  PID         -  JQ0388
 JQ0388  STATE/COUNTY-  NV/NYE
 JQ0388  USGS QUAD   -  DOWNEYVILLE (1988)
 JQ0388
 JQ0388                         *CURRENT SURVEY CONTROL
 JQ0388  ___________________________________________________________________
 JQ0388* NAD 83(1986)-  38 56 04.     (N)    117 57 03.     (W)     SCALED    
 JQ0388* NAVD 88     -      1429.587  (meters)    4690.24   (feet)  ADJUSTED  
 JQ0388  ___________________________________________________________________
 JQ0388  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 JQ0388  DYNAMIC HT  -        1428.185 (meters)    4685.64  (feet)  COMP
 JQ0388  MODELED GRAV-     979,597.4   (mgal)                       NAVD 88
 JQ0388
 JQ0388  VERT ORDER  -  FIRST     CLASS II
 JQ0388
 JQ0388.The horizontal coordinates were scaled from a topographic map and have
 JQ0388.an estimated accuracy of +/- 6 seconds.
 JQ0388
 JQ0388.The orthometric height was determined by differential leveling
 JQ0388.and adjusted by the National Geodetic Survey in June 1991..
 JQ0388
 JQ0388.The geoid height was determined by GEOID03.
 JQ0388
 JQ0388.The dynamic height is computed by dividing the NAVD 88
 JQ0388.geopotential number by the normal gravity value computed on the
 JQ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0388.degrees latitude (g = 980.6199 gals.).
 JQ0388
 JQ0388.The modeled gravity was interpolated from observed gravity values.
 JQ0388
 JQ0388;                    North         East    Units  Estimated Accuracy
 JQ0388;SPC NV C     - 6,465,110.      388,660.      MT  (+/- 180 meters Scaled)
 JQ0388
 JQ0388                          SUPERSEDED SURVEY CONTROL
 JQ0388
 JQ0388  NGVD 29 (??/??/92) 1428.541  (m)         4686.80   (f) ADJ UNCH    1 2
 JQ0388
 JQ0388.Superseded values are not recommended for survey control.
 JQ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0388.See file dsdata.txt to determine how the superseded data were derived.
 JQ0388
 JQ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD175099(NAD 83)
 JQ0388_MARKER: DB = BENCH MARK DISK
 JQ0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0388_STAMPING: B 382 1955
 JQ0388_MARK LOGO: CGS   
 JQ0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0388+STABILITY: SURFACE MOTION
 JQ0388
 JQ0388  HISTORY     - Date     Condition        Report By
 JQ0388  HISTORY     - 1955     MONUMENTED       CGS
 JQ0388  HISTORY     - 1984     GOOD             NGS
 JQ0388
 JQ0388                          STATION DESCRIPTION
 JQ0388
 JQ0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JQ0388'5.1 MI N FROM GABBS.
 JQ0388'0.3 MILE NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JQ0388'THENCE 4.8 MILES NORTH ALONG STATE HIGHWAY 23, 141.1 FEET SOUTH OF A
 JQ0388'6- BY 6-INCH WOODEN POST SUPPORTING A SIGN READING NEVADA 23, 118 1/2
 JQ0388'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 98.0 FEET WEST OF
 JQ0388'THE CENTER OF THE WEST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT,
 JQ0388'1.9 FEET EAST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE
 JQ0388'HIGHWAY, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 JQ0388
 JQ0388                          STATION RECOVERY (1984)
 JQ0388
 JQ0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0388'RECOVERED IN GOOD CONDITION.  NOTE--STATE HIGHWAY 23 IS NOW STATE
 JQ0388'HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0339 ***********************************************************************
 KQ0339  DESIGNATION -  B 383
 KQ0339  PID         -  KQ0339
 KQ0339  STATE/COUNTY-  NV/CHURCHILL
 KQ0339  USGS QUAD   -  EASTGATE (1969)
 KQ0339
 KQ0339                         *CURRENT SURVEY CONTROL
 KQ0339  ___________________________________________________________________
 KQ0339* NAD 83(1986)-  39 18 03.     (N)    117 56 32.     (W)     SCALED    
 KQ0339* NAVD 88     -      1485.881  (meters)    4874.93   (feet)  ADJUSTED  
 KQ0339  ___________________________________________________________________
 KQ0339  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 KQ0339  DYNAMIC HT  -        1484.435 (meters)    4870.18  (feet)  COMP
 KQ0339  MODELED GRAV-     979,602.7   (mgal)                       NAVD 88
 KQ0339
 KQ0339  VERT ORDER  -  FIRST     CLASS II
 KQ0339
 KQ0339.The horizontal coordinates were scaled from a topographic map and have
 KQ0339.an estimated accuracy of +/- 6 seconds.
 KQ0339
 KQ0339.The orthometric height was determined by differential leveling
 KQ0339.and adjusted by the National Geodetic Survey in June 1991..
 KQ0339
 KQ0339.The geoid height was determined by GEOID03.
 KQ0339
 KQ0339.The dynamic height is computed by dividing the NAVD 88
 KQ0339.geopotential number by the normal gravity value computed on the
 KQ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0339.degrees latitude (g = 980.6199 gals.).
 KQ0339
 KQ0339.The modeled gravity was interpolated from observed gravity values.
 KQ0339
 KQ0339;                    North         East    Units  Estimated Accuracy
 KQ0339;SPC NV W     - 4,505,190.      855,300.      MT  (+/- 180 meters Scaled)
 KQ0339
 KQ0339                          SUPERSEDED SURVEY CONTROL
 KQ0339
 KQ0339  NGVD 29 (??/??/92) 1484.823  (m)         4871.46   (f) ADJ UNCH    1 2
 KQ0339
 KQ0339.Superseded values are not recommended for survey control.
 KQ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0339.See file dsdata.txt to determine how the superseded data were derived.
 KQ0339
 KQ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD187505(NAD 83)
 KQ0339_MARKER: DB = BENCH MARK DISK
 KQ0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0339_STAMPING: B 383 1955
 KQ0339_MARK LOGO: CGS   
 KQ0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0339+STABILITY: SURFACE MOTION
 KQ0339
 KQ0339  HISTORY     - Date     Condition        Report By
 KQ0339  HISTORY     - 1955     MONUMENTED       CGS
 KQ0339  HISTORY     - 1967     GOOD             NGS
 KQ0339  HISTORY     - 1984     GOOD             NGS
 KQ0339
 KQ0339                          STATION DESCRIPTION
 KQ0339
 KQ0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KQ0339'3.5 MI W FROM EASTGATE.
 KQ0339'ABOUT 3.5 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KQ0339'EASTGATE, IN SECTION 33, T 17 N, R 36 E, NEAR THE CREST OF A HILL, 66
 KQ0339'FEET SOUTH OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND A
 KQ0339'GRADED DIRT ROAD, 66 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.3
 KQ0339'FEET NORTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 KQ0339'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 KQ0339
 KQ0339                          STATION RECOVERY (1984)
 KQ0339
 KQ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0339'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0339'722.  ADD 20.7 METERS (68 FT) SOUTH OF THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0216 ***********************************************************************
 KQ0216  DESIGNATION -  B 384
 KQ0216  PID         -  KQ0216
 KQ0216  STATE/COUNTY-  NV/LANDER
 KQ0216  USGS QUAD   -  YANKEE BLADE (1982)
 KQ0216
 KQ0216                         *CURRENT SURVEY CONTROL
 KQ0216  ___________________________________________________________________
 KQ0216* NAD 83(1986)-  39 30 05.     (N)    117 06 09.     (W)     SCALED    
 KQ0216* NAVD 88     -      1829.358  (meters)    6001.82   (feet)  ADJUSTED  
 KQ0216  ___________________________________________________________________
 KQ0216  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 KQ0216  DYNAMIC HT  -        1827.489 (meters)    5995.69  (feet)  COMP
 KQ0216  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 KQ0216
 KQ0216  VERT ORDER  -  FIRST     CLASS II
 KQ0216
 KQ0216.The horizontal coordinates were scaled from a topographic map and have
 KQ0216.an estimated accuracy of +/- 6 seconds.
 KQ0216
 KQ0216.The orthometric height was determined by differential leveling
 KQ0216.and adjusted by the National Geodetic Survey in June 1991..
 KQ0216
 KQ0216.The geoid height was determined by GEOID03.
 KQ0216
 KQ0216.The dynamic height is computed by dividing the NAVD 88
 KQ0216.geopotential number by the normal gravity value computed on the
 KQ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0216.degrees latitude (g = 980.6199 gals.).
 KQ0216
 KQ0216.The modeled gravity was interpolated from observed gravity values.
 KQ0216
 KQ0216;                    North         East    Units  Estimated Accuracy
 KQ0216;SPC NV C     - 6,527,350.      462,520.      MT  (+/- 180 meters Scaled)
 KQ0216
 KQ0216                          SUPERSEDED SURVEY CONTROL
 KQ0216
 KQ0216  NGVD 29 (??/??/92) 1828.080  (m)         5997.63   (f) ADJ UNCH    1 2
 KQ0216
 KQ0216.Superseded values are not recommended for survey control.
 KQ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0216.See file dsdata.txt to determine how the superseded data were derived.
 KQ0216
 KQ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD911724(NAD 83)
 KQ0216_MARKER: DB = BENCH MARK DISK
 KQ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0216_STAMPING: B 384 1955
 KQ0216_MARK LOGO: CGS   
 KQ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0216+STABILITY: SURFACE MOTION
 KQ0216
 KQ0216  HISTORY     - Date     Condition        Report By
 KQ0216  HISTORY     - 1955     MONUMENTED       CGS
 KQ0216  HISTORY     - 1985     GOOD             NGS
 KQ0216
 KQ0216                          STATION DESCRIPTION
 KQ0216
 KQ0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0216'2.0 MI W FROM AUSTIN.
 KQ0216'2.0 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0216'AUSTIN, 0.1 MILE WEST OF THE Y JUNCTION OF A GRADED ROAD LEADING
 KQ0216'SOUTHWEST TO BIG CREEK, AT THE EAST END OF A CUT BANK, 116.6 FEET
 KQ0216'SOUTHWEST OF THE CENTER OF THE SOUTHEAST END OF A 24-INCH CORRUGATED
 KQ0216'METAL PIPE CULVERT, 47.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 KQ0216'1.4 FEET NORTH OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE
 KQ0216'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 KQ0216'ABOVE THE GROUND.
 KQ0216
 KQ0216                          STATION RECOVERY (1985)
 KQ0216
 KQ0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0216'RECOVERED IN GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE EXCEPT
 KQ0216'ADD-75.0 METERS (246 FT) SOUTH OF THE NEW US HIGHWAY 50 CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0310 ***********************************************************************
 KQ0310  DESIGNATION -  B 385
 KQ0310  PID         -  KQ0310
 KQ0310  STATE/COUNTY-  NV/LANDER
 KQ0310  USGS QUAD   -  CARROLL SUMMIT (1969)
 KQ0310
 KQ0310                         *CURRENT SURVEY CONTROL
 KQ0310  ___________________________________________________________________
 KQ0310* NAD 83(1986)-  39 15 49.     (N)    117 41 05.     (W)     SCALED    
 KQ0310* NAVD 88     -      2046.830  (meters)    6715.31   (feet)  ADJUSTED  
 KQ0310  ___________________________________________________________________
 KQ0310  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 KQ0310  DYNAMIC HT  -        2044.665 (meters)    6708.21  (feet)  COMP
 KQ0310  MODELED GRAV-     979,495.7   (mgal)                       NAVD 88
 KQ0310
 KQ0310  VERT ORDER  -  FIRST     CLASS II
 KQ0310
 KQ0310.The horizontal coordinates were scaled from a topographic map and have
 KQ0310.an estimated accuracy of +/- 6 seconds.
 KQ0310
 KQ0310.The orthometric height was determined by differential leveling
 KQ0310.and adjusted by the National Geodetic Survey in June 1991..
 KQ0310.WARNING-Repeat measurements at this control monument indicate possible
 KQ0310.vertical movement.
 KQ0310
 KQ0310.The geoid height was determined by GEOID03.
 KQ0310
 KQ0310.The dynamic height is computed by dividing the NAVD 88
 KQ0310.geopotential number by the normal gravity value computed on the
 KQ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0310.degrees latitude (g = 980.6199 gals.).
 KQ0310
 KQ0310.The modeled gravity was interpolated from observed gravity values.
 KQ0310
 KQ0310;                    North         East    Units  Estimated Accuracy
 KQ0310;SPC NV C     - 6,501,360.      412,150.      MT  (+/- 180 meters Scaled)
 KQ0310
 KQ0310                          SUPERSEDED SURVEY CONTROL
 KQ0310
 KQ0310  NGVD 29 (??/??/92) 2045.527  (m)         6711.03   (f) ADJ UNCH    1 2
 KQ0310
 KQ0310.Superseded values are not recommended for survey control.
 KQ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0310.See file dsdata.txt to determine how the superseded data were derived.
 KQ0310
 KQ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD409462(NAD 83)
 KQ0310_MARKER: DB = BENCH MARK DISK
 KQ0310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KQ0310_STAMPING: B 385 1955
 KQ0310_MARK LOGO: CGS   
 KQ0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0310+STABILITY: SURFACE MOTION
 KQ0310
 KQ0310  HISTORY     - Date     Condition        Report By
 KQ0310  HISTORY     - 1955     MONUMENTED       CGS
 KQ0310  HISTORY     - 1984     GOOD             NGS
 KQ0310
 KQ0310                          STATION DESCRIPTION
 KQ0310
 KQ0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0310'2.7 MI E FROM CARROLL SUMMIT.
 KQ0310'2.7 MILES EAST ALONG U.S. HIGHWAY 50 FROM CARROLL SUMMIT, 0.2 MILE
 KQ0310'NORTHWEST OF CARROLL STATION, ON THE OUTSIDE OF A HORSESHOE CURVE, AT
 KQ0310'THE JUNCTION OF A TRACK ROAD LEADING NORTHWEST, AT AN 8- BY 6-FOOT
 KQ0310'CONCRETE BOX CULVERT, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 KQ0310'HEAD WALL, 28.2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 KQ0310'ABOUT 4 FEET LOWER THAN THE HIGHWAY.
 KQ0310
 KQ0310                          STATION RECOVERY (1984)
 KQ0310
 KQ0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0310'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0310'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0071 ***********************************************************************
 KR0071  DESIGNATION -  B 386
 KR0071  PID         -  KR0071
 KR0071  STATE/COUNTY-  NV/CHURCHILL
 KR0071  USGS QUAD   -  DRUMM SUMMIT (1972)
 KR0071
 KR0071                         *CURRENT SURVEY CONTROL
 KR0071  ___________________________________________________________________
 KR0071* NAD 83(1986)-  39 18 22.     (N)    118 09 33.     (W)     SCALED    
 KR0071* NAVD 88     -      1337.809  (meters)    4389.13   (feet)  ADJUSTED  
 KR0071  ___________________________________________________________________
 KR0071  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 KR0071  DYNAMIC HT  -        1336.588 (meters)    4385.12  (feet)  COMP
 KR0071  MODELED GRAV-     979,668.2   (mgal)                       NAVD 88
 KR0071
 KR0071  VERT ORDER  -  FIRST     CLASS II
 KR0071
 KR0071.The horizontal coordinates were scaled from a topographic map and have
 KR0071.an estimated accuracy of +/- 6 seconds.
 KR0071
 KR0071.The orthometric height was determined by differential leveling
 KR0071.and adjusted by the National Geodetic Survey in June 1991..
 KR0071
 KR0071.The geoid height was determined by GEOID03.
 KR0071
 KR0071.The dynamic height is computed by dividing the NAVD 88
 KR0071.geopotential number by the normal gravity value computed on the
 KR0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0071.degrees latitude (g = 980.6199 gals.).
 KR0071
 KR0071.The modeled gravity was interpolated from observed gravity values.
 KR0071
 KR0071;                    North         East    Units  Estimated Accuracy
 KR0071;SPC NV W     - 4,505,670.      836,580.      MT  (+/- 180 meters Scaled)
 KR0071
 KR0071                          SUPERSEDED SURVEY CONTROL
 KR0071
 KR0071  NGVD 29 (??/??/92) 1336.730  (m)         4385.59   (f) ADJ UNCH    1 2
 KR0071
 KR0071.Superseded values are not recommended for survey control.
 KR0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0071.See file dsdata.txt to determine how the superseded data were derived.
 KR0071
 KR0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD000513(NAD 83)
 KR0071_MARKER: DB = BENCH MARK DISK
 KR0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0071_SP_SET: CONCRETE POST
 KR0071_STAMPING: B 386 1955
 KR0071_MARK LOGO: CGS   
 KR0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0071+STABILITY: SURFACE MOTION
 KR0071
 KR0071  HISTORY     - Date     Condition        Report By
 KR0071  HISTORY     - 1955     MONUMENTED       CGS
 KR0071  HISTORY     - 1972     GOOD             USGS
 KR0071  HISTORY     - 1986     GOOD             NGS
 KR0071
 KR0071                          STATION DESCRIPTION
 KR0071
 KR0071'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KR0071'7.2 MI NE FROM FRENCHMEN STATION.
 KR0071'5.8 MI. EAST ALONG US HWY 50 FROM THE SERVICE STATION AT FENCHMEN
 KR0071'STATION, THENCE 1.3 MI. NORTH (TOWARDS DIXIE VALLEY) ALONG THE NEW
 KR0071'COUNTY GRADED ROAD WHERE IT CROSSES THE OLD COUNTY ROAD, THENCE 0.1
 KR0071'MI. NORTHEAST ALONG THE OLD COUNTY ROAD TO THE BENCH MARK.  150 FT.
 KR0071'NORTHEAST OF FENCE LINE XING WITH ROAD, 46 FT. SOUTHEAST AND 2.0 FT.
 KR0071'ABOVE CENTERLINE OF OLD COUNTY ROAD, 2.3 FT. NORTHWEST OF WITNESS POST
 KR0071'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FT.
 KR0071
 KR0071                          STATION RECOVERY (1986)
 KR0071
 KR0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0071'RECOVERED IN GOOD CONDITION EXCEPT THAT THE MARK IS NOW
 KR0071'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0014 ***********************************************************************
 KR0014  DESIGNATION -  B 387
 KR0014  PID         -  KR0014
 KR0014  STATE/COUNTY-  NV/CHURCHILL
 KR0014  USGS QUAD   -  I X L CANYON (1980)
 KR0014
 KR0014                         *CURRENT SURVEY CONTROL
 KR0014  ___________________________________________________________________
 KR0014* NAD 83(1994)-  39 40 26.45078(N)    118 08 36.67889(W)     ADJUSTED  
 KR0014* NAVD 88     -      1062.135  (meters)    3484.69   (feet)  ADJUSTED  
 KR0014  ___________________________________________________________________
 KR0014  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 KR0014  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 KR0014  DYNAMIC HT  -        1061.243 (meters)    3481.76  (feet)  COMP
 KR0014  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 KR0014
 KR0014  HORZ ORDER  -  FIRST
 KR0014  VERT ORDER  -  FIRST     CLASS II
 KR0014
 KR0014.The horizontal coordinates were established by classical geodetic methods
 KR0014.and adjusted by the National Geodetic Survey in June 1998..
 KR0014
 KR0014.The orthometric height was determined by differential leveling
 KR0014.and adjusted by the National Geodetic Survey in June 1991..
 KR0014.WARNING-Repeat measurements at this control monument indicate possible
 KR0014.vertical movement.
 KR0014
 KR0014.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0014
 KR0014.The geoid height was determined by GEOID03.
 KR0014
 KR0014.The dynamic height is computed by dividing the NAVD 88
 KR0014.geopotential number by the normal gravity value computed on the
 KR0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0014.degrees latitude (g = 980.6199 gals.).
 KR0014
 KR0014.The modeled gravity was interpolated from observed gravity values.
 KR0014
 KR0014;                    North         East     Units Scale Factor Converg.
 KR0014;SPC NV W     - 4,546,513.804   837,731.473   MT  0.99991752   +0 16 50.8
 KR0014;SPC NV W     -14,916,354.04  2,748,457.34   sFT  0.99991752   +0 16 50.8
 KR0014;UTM  11      - 4,392,201.857   401,925.518   MT  0.99971842   -0 43 48.4
 KR0014
 KR0014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0014!SPC NV W     -   0.99983709  x   0.99991752  =   0.99975462
 KR0014!UTM  11      -   0.99983709  x   0.99971842  =   0.99955555
 KR0014
 KR0014|---------------------------------------------------------------------|
 KR0014| PID    Reference Object                     Distance      Geod. Az  |
 KR0014|                                                           dddmmss.s |
 KR0014| DA8737 B 387 RM 1                           12.826 METERS 11834     |
 KR0014| DA8736 B 387 AZ MK                                        1923119.2 |
 KR0014| DA8738 B 387 RM 2                           13.908 METERS 21335     |
 KR0014|---------------------------------------------------------------------|
 KR0014
 KR0014                          SUPERSEDED SURVEY CONTROL
 KR0014
 KR0014  NAD 83(1986)-  39 40 26.45880(N)    118 08 36.66755(W) AD(       ) 1
 KR0014  NAD 27      -  39 40 26.75650(N)    118 08 33.19144(W) AD(       ) 1
 KR0014  NGVD 29 (??/??/92) 1061.181  (m)         3481.56   (f) ADJ UNCH    1 2
 KR0014
 KR0014.Superseded values are not recommended for survey control.
 KR0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0014.See file dsdata.txt to determine how the superseded data were derived.
 KR0014
 KR0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD0192692202(NAD 83)
 KR0014_MARKER: DB = BENCH MARK DISK
 KR0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0014_STAMPING: B 387 1955
 KR0014_MARK LOGO: CGS   
 KR0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0014+STABILITY: SURFACE MOTION
 KR0014
 KR0014  HISTORY     - Date     Condition        Report By
 KR0014  HISTORY     - 1958     MONUMENTED       CGS
 KR0014  HISTORY     - 1958     GOOD             CGS
 KR0014  HISTORY     - 1966     GOOD             CGS
 KR0014  HISTORY     - 1972     GOOD             USGS
 KR0014
 KR0014                          STATION DESCRIPTION
 KR0014
 KR0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0014'33.0 MI N FROM FRENCHMAN STATION.
 KR0014'5.0 MILES EAST ALONG U. S. HIGHWAY 50 FROM FRENCHMAN STATION, THENCE
 KR0014'28.0 MILES NORTH ALONG A COUNTY GRADED ROAD LEADING TO DIXIE VALLEY,
 KR0014'AT THE Y JUNCTION OF A GRADED ROAD LEADING EAST TO DIXIE VALLEY, IN
 KR0014'LINE WITH THE PROLONGATION OF THE CENTER LINE OF THE GRADED ROAD EAST,
 KR0014'179 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING
 KR0014'SOUTHWEST TO I X L CANYON, 129 1/2 FEET SOUTHWEST OF THE CENTER LINE
 KR0014'OF A GRAVELED ROAD LEADING NORTHWEST, 81 FEET WEST OF THE CENTER LINE
 KR0014'OF THE COUNTY ROAD, 30 1/2 FEET WEST OF THE CENTER LINE OF A GRADED
 KR0014'ROAD PARALLELLING THE COUNTY ROAD, 2.0 FEET EAST OF A WITNESS POST,
 KR0014'ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 KR0014'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KR0014
 KR0014                          STATION RECOVERY (1958)
 KR0014
 KR0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KR0014'THE STATION IS LOCATED AIRLINE ABOUT 35 MILES EAST-NORTHEAST
 KR0014'OF FALLON, 27 MILES NORTH OF U.S. HIGHWAY NO. 50 AND 4-1/2 MILES
 KR0014'WEST-SOUTHWEST OF THE DIXIE VALLEY SETTLEMENT.  IT IS ON THE
 KR0014'WEST SIDE OF A DIRT ROAD LEADING UP THE WEST SIDE OF DIXIE
 KR0014'VALLEY AND AT THE JUNCTION OF A ROAD LEADING EAST TO DIXE
 KR0014'VALLEY SETTLEMENT.
 KR0014'
 KR0014'TO REACH THE STATION FROM CHEVRON GASOLINE STATION IN FRENCHMAN
 KR0014'STATION GO EAST ON U.S. HIGHWAY NO. 50 FOR 4.9 MILES TO A SIDE
 KR0014'ROAD ON THE LEFT LEADING TO DIXIE VALLEY.  TURN LEFT AND
 KR0014'FOLLOW THE MAIN GRAVEL ROAD IN A NORTHERLY DIRECTION FOR 26.4
 KR0014'MILES TO BM C 387 ON THE RIGHT.  THIS WAS USED FOR THE AZIMUTH
 KR0014'MARK.  PROCEED NORTH FOR 1.0 MILE TO THE STATION ON THE LEFT.
 KR0014'
 KR0014'THE STATION MARK IS A STANDARD BENCH MARK DISK STAMPED B387
 KR0014'1955 SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KR0014'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 83
 KR0014'FEET WEST OF THE ROAD INTERSECTION AND 2-1/2 FEET EAST OF
 KR0014'A STANDARD WITNESS POST.
 KR0014'
 KR0014'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BM 387
 KR0014'NO 1 1958 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KR0014'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 39.6 FEET
 KR0014'WEST OF THE DIRT ROAD AND ABOUT THE SAME ELEVATION AS
 KR0014'THE STATION.
 KR0014'
 KR0014'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BM 387
 KR0014'NO 2 1958 SET IN THE TOP OF 10-INCH SQUARE CONCRETE MONUMENT
 KR0014'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 6 INCHES
 KR0014'LOWER THAN THE STATION.
 KR0014'
 KR0014'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED C387
 KR0014'1955 SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KR0014'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 38 FEET EAST
 KR0014'OF THE CENTERLINE OF THE DIXIE VALLEY ROAD.
 KR0014
 KR0014                          STATION RECOVERY (1966)
 KR0014
 KR0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KR0014'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 KR0014'RECOVERED AS DESCRIBED BY I.L. CRABBE IN 1958.  THE DISTANCE AND
 KR0014'DIRECTION TO ALL THE MARKS CHECKED.  THE OLD ROUTE TO THE STATION
 KR0014'IS ADEQUATE.
 KR0014'
 KR0014'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KR0014'35 MILES EAST-NORTHEAST OF FALLON.
 KR0014
 KR0014                          STATION RECOVERY (1972)
 KR0014
 KR0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KR0014'DESCRIPTION AND POSITION ISTED IN NGS QUAD 39118-1, STATION 1009. ALL
 KR0014'MARKS IN GOOD CONDITION. STATION MARK--A STANDARD BENCH MARK DISK
 KR0014'STAMPED---B387 1955--- SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KR0014'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0250 ***********************************************************************
 KR0250  DESIGNATION -  B 388
 KR0250  PID         -  KR0250
 KR0250  STATE/COUNTY-  NV/CHURCHILL
 KR0250  USGS QUAD   -  FALLON (1985)
 KR0250
 KR0250                         *CURRENT SURVEY CONTROL
 KR0250  ___________________________________________________________________
 KR0250* NAD 83(1986)-  39 24 06.     (N)    118 45 47.     (W)     SCALED    
 KR0250* NAVD 88     -      1202.001  (meters)    3943.56   (feet)  ADJUSTED  
 KR0250  ___________________________________________________________________
 KR0250  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 KR0250  DYNAMIC HT  -        1200.950 (meters)    3940.12  (feet)  COMP
 KR0250  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 KR0250
 KR0250  VERT ORDER  -  FIRST     CLASS II
 KR0250
 KR0250.The horizontal coordinates were scaled from a topographic map and have
 KR0250.an estimated accuracy of +/- 6 seconds.
 KR0250
 KR0250.The orthometric height was determined by differential leveling
 KR0250.and adjusted by the National Geodetic Survey in June 1991..
 KR0250.WARNING-Repeat measurements at this control monument indicate possible
 KR0250.vertical movement.
 KR0250
 KR0250.The geoid height was determined by GEOID03.
 KR0250
 KR0250.The dynamic height is computed by dividing the NAVD 88
 KR0250.geopotential number by the normal gravity value computed on the
 KR0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0250.degrees latitude (g = 980.6199 gals.).
 KR0250
 KR0250.The modeled gravity was interpolated from observed gravity values.
 KR0250
 KR0250;                    North         East    Units  Estimated Accuracy
 KR0250;SPC NV W     - 4,516,200.      784,520.      MT  (+/- 180 meters Scaled)
 KR0250
 KR0250                          SUPERSEDED SURVEY CONTROL
 KR0250
 KR0250  NGVD 29 (??/??/92) 1201.034  (m)         3940.39   (f) ADJ UNCH    1 2
 KR0250
 KR0250.Superseded values are not recommended for survey control.
 KR0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0250.See file dsdata.txt to determine how the superseded data were derived.
 KR0250
 KR0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD481628(NAD 83)
 KR0250_MARKER: DB = BENCH MARK DISK
 KR0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0250_SP_SET: CULVERT
 KR0250_STAMPING: B 388 1955
 KR0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0250
 KR0250  HISTORY     - Date     Condition        Report By
 KR0250  HISTORY     - 1955     MONUMENTED       CGS
 KR0250  HISTORY     - 1967     GOOD             NGS
 KR0250
 KR0250                          STATION DESCRIPTION
 KR0250
 KR0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0250'5.75 MI S FROM FALLON.
 KR0250'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0250'FROM THE CITY HALL AT FALLON, THENCE 0.2K MILE SOUTH ALONG SHERMAN
 KR0250'STREET, THENCE 0.2 MILE EAST ALONG STILLWATER AVENUE, THENCE 4.8 MILES
 KR0250'SOUTH ALONG A PAVED ROAD WHICH WAS FORMERLY U.S. HIGHWAY 50 ALTERNATE,
 KR0250'IN SECTION 20, T 18 N, R 29 E, AT THE JUNCTION OF THE NORTH-SOUTH ROAD
 KR0250'AND AN EAST-WEST PAVED ROAD, 77 FEET SOUTH OF THE CENTER OF THE
 KR0250'TRIANGLE FORMED BY THE ROADS, 33 FEET SOUTH OF THE CENTER LINE OF THE
 KR0250'EAST-WEST ROAD, SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL
 KR0250'OF A 40-INCH CORRUGATED METAL CULVERT UNDER THE EAST-WEST ROAD, 28
 KR0250'FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD WHICH LEADS SOUTH, AND
 KR0250'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0043 ***********************************************************************
 KR0043  DESIGNATION -  B 389
 KR0043  PID         -  KR0043
 KR0043  STATE/COUNTY-  NV/CHURCHILL
 KR0043  USGS QUAD   -  FOXTAIL LAKE (1982)
 KR0043
 KR0043                         *CURRENT SURVEY CONTROL
 KR0043  ___________________________________________________________________
 KR0043* NAD 83(1986)-  39 34 17.     (N)    118 22 54.     (W)     SCALED    
 KR0043* NAVD 88     -      1199.872  (meters)    3936.58   (feet)  ADJUSTED  
 KR0043  ___________________________________________________________________
 KR0043  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KR0043  DYNAMIC HT  -        1198.847 (meters)    3933.22  (feet)  COMP
 KR0043  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 KR0043
 KR0043  VERT ORDER  -  FIRST     CLASS II
 KR0043
 KR0043.The horizontal coordinates were scaled from a topographic map and have
 KR0043.an estimated accuracy of +/- 6 seconds.
 KR0043
 KR0043.The orthometric height was determined by differential leveling
 KR0043.and adjusted by the National Geodetic Survey in June 1991..
 KR0043
 KR0043.The geoid height was determined by GEOID03.
 KR0043
 KR0043.The dynamic height is computed by dividing the NAVD 88
 KR0043.geopotential number by the normal gravity value computed on the
 KR0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0043.degrees latitude (g = 980.6199 gals.).
 KR0043
 KR0043.The modeled gravity was interpolated from observed gravity values.
 KR0043
 KR0043;                    North         East    Units  Estimated Accuracy
 KR0043;SPC NV W     - 4,535,050.      817,330.      MT  (+/- 180 meters Scaled)
 KR0043
 KR0043                          SUPERSEDED SURVEY CONTROL
 KR0043
 KR0043  NGVD 29 (??/??/92) 1198.920  (m)         3933.46   (f) ADJ UNCH    1 2
 KR0043
 KR0043.Superseded values are not recommended for survey control.
 KR0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0043.See file dsdata.txt to determine how the superseded data were derived.
 KR0043
 KR0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD813810(NAD 83)
 KR0043_MARKER: DB = BENCH MARK DISK
 KR0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0043_STAMPING: B 389 1955
 KR0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0043+STABILITY: SURFACE MOTION
 KR0043
 KR0043  HISTORY     - Date     Condition        Report By
 KR0043  HISTORY     - 1955     MONUMENTED       CGS
 KR0043
 KR0043                          STATION DESCRIPTION
 KR0043
 KR0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0043'6.5 MI SW FROM DESERT WELL.
 KR0043'0.3 MILE SOUTH ALONG A TRACK ROAD FROM DESERT WELL, THENCE 6.2 MILES
 KR0043'SOUTHWEST ALONG A COUNTY GRADED ROAD, 0.3 MILE SOUTHWEST OF THE Y
 KR0043'JUNCTION OF A ROAD LEADING EAST, 44 FEET SOUTHEAST OF THE CENTER LINE
 KR0043'OF THE ROAD, 1.6 FEET WEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER
 KR0043'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 KR0043'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0238 ***********************************************************************
 MT0238  DESIGNATION -  B 39
 MT0238  PID         -  MT0238
 MT0238  STATE/COUNTY-  NV/ELKO
 MT0238  USGS QUAD   -  SUMMER CAMP (1980)
 MT0238
 MT0238                         *CURRENT SURVEY CONTROL
 MT0238  ___________________________________________________________________
 MT0238* NAD 83(1986)-  41 19 44.     (N)    114 53 39.     (W)     SCALED    
 MT0238* NAVD 88     -      1958.628  (meters)    6425.93   (feet)  ADJUSTED  
 MT0238  ___________________________________________________________________
 MT0238  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 MT0238  DYNAMIC HT  -        1957.018 (meters)    6420.65  (feet)  COMP
 MT0238  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 MT0238
 MT0238  VERT ORDER  -  SECOND    CLASS 0
 MT0238
 MT0238.The horizontal coordinates were scaled from a topographic map and have
 MT0238.an estimated accuracy of +/- 6 seconds.
 MT0238
 MT0238.The orthometric height was determined by differential leveling
 MT0238.and adjusted by the National Geodetic Survey in June 1991..
 MT0238
 MT0238.The geoid height was determined by GEOID03.
 MT0238
 MT0238.The dynamic height is computed by dividing the NAVD 88
 MT0238.geopotential number by the normal gravity value computed on the
 MT0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0238.degrees latitude (g = 980.6199 gals.).
 MT0238
 MT0238.The modeled gravity was interpolated from observed gravity values.
 MT0238
 MT0238;                    North         East    Units  Estimated Accuracy
 MT0238;SPC NV E     - 8,730,400.      257,690.      MT  (+/- 180 meters Scaled)
 MT0238
 MT0238                          SUPERSEDED SURVEY CONTROL
 MT0238
 MT0238  NGVD 29 (??/??/92) 1957.394  (m)         6421.88   (f) ADJ UNCH    2 0
 MT0238
 MT0238.Superseded values are not recommended for survey control.
 MT0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0238.See file dsdata.txt to determine how the superseded data were derived.
 MT0238
 MT0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF762774(NAD 83)
 MT0238_MARKER: DB = BENCH MARK DISK
 MT0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0238_STAMPING: B-39 1934
 MT0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0238+STABILITY: SURFACE MOTION
 MT0238
 MT0238  HISTORY     - Date     Condition        Report By
 MT0238  HISTORY     - 1934     MONUMENTED       CGS
 MT0238
 MT0238                          STATION DESCRIPTION
 MT0238
 MT0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0238'5.7 MI N FROM MELANDCO.
 MT0238'5.7 MILES NORTH OF O.S.L. RR WATER TANK AT MELANDCO 106 FEET NORTH OF
 MT0238'MILE POST 103.  46 FEET SOUTH OF RAILROAD RIGHT-OF-WAY FENCE LINE. 52
 MT0238'FEET SOUTHEAST OF DOUBLE BOARD GATE.  54 FEET NORTH OF THE CENTERLINE
 MT0238'OF OREGON SHORT LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0098 ***********************************************************************
 KQ0098  DESIGNATION -  B 390
 KQ0098  PID         -  KQ0098
 KQ0098  STATE/COUNTY-  NV/LANDER
 KQ0098  USGS QUAD   -  SIMPSON PARK CANYON (1989)
 KQ0098
 KQ0098                         *CURRENT SURVEY CONTROL
 KQ0098  ___________________________________________________________________
 KQ0098* NAD 83(1986)-  39 23 42.     (N)    116 57 04.     (W)     SCALED    
 KQ0098* NAVD 88     -      1828.216  (meters)    5998.07   (feet)  ADJUSTED  
 KQ0098  ___________________________________________________________________
 KQ0098  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 KQ0098  DYNAMIC HT  -        1826.350 (meters)    5991.95  (feet)  COMP
 KQ0098  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 KQ0098
 KQ0098  VERT ORDER  -  SECOND    CLASS 0
 KQ0098
 KQ0098.The horizontal coordinates were scaled from a topographic map and have
 KQ0098.an estimated accuracy of +/- 6 seconds.
 KQ0098
 KQ0098.The orthometric height was determined by differential leveling
 KQ0098.and adjusted by the National Geodetic Survey in June 1991..
 KQ0098
 KQ0098.The geoid height was determined by GEOID03.
 KQ0098
 KQ0098.The dynamic height is computed by dividing the NAVD 88
 KQ0098.geopotential number by the normal gravity value computed on the
 KQ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0098.degrees latitude (g = 980.6199 gals.).
 KQ0098
 KQ0098.The modeled gravity was interpolated from observed gravity values.
 KQ0098
 KQ0098;                    North         East    Units  Estimated Accuracy
 KQ0098;SPC NV C     - 6,515,490.      475,500.      MT  (+/- 180 meters Scaled)
 KQ0098
 KQ0098                          SUPERSEDED SURVEY CONTROL
 KQ0098
 KQ0098  NGVD 29 (??/??/92) 1826.960  (m)         5993.95   (f) ADJ UNCH    2 0
 KQ0098
 KQ0098.Superseded values are not recommended for survey control.
 KQ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0098.See file dsdata.txt to determine how the superseded data were derived.
 KQ0098
 KQ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND042606(NAD 83)
 KQ0098_MARKER: DB = BENCH MARK DISK
 KQ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0098_STAMPING: B 390 1955
 KQ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0098+STABILITY: SURFACE MOTION
 KQ0098
 KQ0098  HISTORY     - Date     Condition        Report By
 KQ0098  HISTORY     - 1955     MONUMENTED       CGS
 KQ0098
 KQ0098                          STATION DESCRIPTION
 KQ0098
 KQ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0098'12.1 MI SE FROM AUSTIN.
 KQ0098'11.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0098'AT AUSTIN, THENCE 1.0 MILE SOUTHWEST ALONG A GRAVELED ROAD (FORMER
 KQ0098'STATE HIGHWAY 8 A), NEAR A GRAVEL PIT, IN LINE WITH A ROW OF TELEPHONE
 KQ0098'POLES, 31 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 4 FEET
 KQ0098'NORTHEAST OF A TELEPHONE POLE, 1.8 FEET SOUTHWEST OF A WITNESS POST,
 KQ0098'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KQ0098'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0197 ***********************************************************************
 MU0197  DESIGNATION -  B 391
 MU0197  PID         -  MU0197
 MU0197  STATE/COUNTY-  NV/HUMBOLDT
 MU0197  USGS QUAD   -  MAIDEN BUTTE SE (1980)
 MU0197
 MU0197                         *CURRENT SURVEY CONTROL
 MU0197  ___________________________________________________________________
 MU0197* NAD 83(1986)-  41 49 53.     (N)    117 01 43.     (W)     SCALED    
 MU0197* NAVD 88     -      1644.205  (meters)    5394.36   (feet)  ADJUSTED  
 MU0197  ___________________________________________________________________
 MU0197  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 MU0197  DYNAMIC HT  -        1643.010 (meters)    5390.44  (feet)  COMP
 MU0197  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 MU0197
 MU0197  VERT ORDER  -  SECOND    CLASS 0
 MU0197
 MU0197.The horizontal coordinates were scaled from a topographic map and have
 MU0197.an estimated accuracy of +/- 6 seconds.
 MU0197
 MU0197.The orthometric height was determined by differential leveling
 MU0197.and adjusted by the National Geodetic Survey in June 1991..
 MU0197
 MU0197.The geoid height was determined by GEOID03.
 MU0197
 MU0197.The dynamic height is computed by dividing the NAVD 88
 MU0197.geopotential number by the normal gravity value computed on the
 MU0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0197.degrees latitude (g = 980.6199 gals.).
 MU0197
 MU0197.The modeled gravity was interpolated from observed gravity values.
 MU0197
 MU0197;                    North         East    Units  Estimated Accuracy
 MU0197;SPC NV W     - 4,787,140.      929,140.      MT  (+/- 180 meters Scaled)
 MU0197
 MU0197                          SUPERSEDED SURVEY CONTROL
 MU0197
 MU0197  NGVD 29 (??/??/92) 1643.075  (m)         5390.66   (f) ADJ UNCH    2 0
 MU0197
 MU0197.Superseded values are not recommended for survey control.
 MU0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0197.See file dsdata.txt to determine how the superseded data were derived.
 MU0197
 MU0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG976310(NAD 83)
 MU0197_MARKER: DB = BENCH MARK DISK
 MU0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0197_STAMPING: B 391 1963
 MU0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0197+STABILITY: SURFACE MOTION
 MU0197
 MU0197  HISTORY     - Date     Condition        Report By
 MU0197  HISTORY     - 1963     MONUMENTED       CGS
 MU0197
 MU0197                          STATION DESCRIPTION
 MU0197
 MU0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0197'46.4 MI NW FROM I L RANCH.
 MU0197'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0197'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 18.9 MILES NORTHWEST
 MU0197'ALONG A DIRT ROAD, THENCE 2.5 MILES NORTHWEST ALONG A DIRT ROAD,
 MU0197'THENCE 7.55 MILES WEST ALONG A TRACK ROAD, 116 FEET SOUTH OF THE
 MU0197'CENTER LINE OF THE ROAD, 3.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL
 MU0197'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 MU0197'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0146 ***********************************************************************
 MU0146  DESIGNATION -  B 392
 MU0146  PID         -  MU0146
 MU0146  STATE/COUNTY-  NV/ELKO
 MU0146  USGS QUAD   -  TWELVEMILE FLAT (1973)
 MU0146
 MU0146                         *CURRENT SURVEY CONTROL
 MU0146  ___________________________________________________________________
 MU0146* NAD 83(1986)-  41 45 10.     (N)    116 38 19.     (W)     SCALED    
 MU0146* NAVD 88     -      1605.611  (meters)    5267.74   (feet)  ADJUSTED  
 MU0146  ___________________________________________________________________
 MU0146  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 MU0146  DYNAMIC HT  -        1604.427 (meters)    5263.86  (feet)  COMP
 MU0146  MODELED GRAV-     979,828.7   (mgal)                       NAVD 88
 MU0146
 MU0146  VERT ORDER  -  SECOND    CLASS 0
 MU0146
 MU0146.The horizontal coordinates were scaled from a topographic map and have
 MU0146.an estimated accuracy of +/- 6 seconds.
 MU0146
 MU0146.The orthometric height was determined by differential leveling
 MU0146.and adjusted by the National Geodetic Survey in June 1991..
 MU0146
 MU0146.The geoid height was determined by GEOID03.
 MU0146
 MU0146.The dynamic height is computed by dividing the NAVD 88
 MU0146.geopotential number by the normal gravity value computed on the
 MU0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0146.degrees latitude (g = 980.6199 gals.).
 MU0146
 MU0146.The modeled gravity was interpolated from observed gravity values.
 MU0146
 MU0146;                    North         East    Units  Estimated Accuracy
 MU0146;SPC NV E     - 8,777,780.      112,240.      MT  (+/- 180 meters Scaled)
 MU0146
 MU0146                          SUPERSEDED SURVEY CONTROL
 MU0146
 MU0146  NGVD 29 (??/??/92) 1604.485  (m)         5264.05   (f) ADJ UNCH    2 0
 MU0146
 MU0146.Superseded values are not recommended for survey control.
 MU0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0146.See file dsdata.txt to determine how the superseded data were derived.
 MU0146
 MU0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG300223(NAD 83)
 MU0146_MARKER: DB = BENCH MARK DISK
 MU0146_SETTING: 66 = SET IN ROCK OUTCROP
 MU0146_SP_SET: ROCK OUTCROP
 MU0146_STAMPING: B 392 1963
 MU0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0146+STABILITY: POSITION/ELEVATION WELL
 MU0146
 MU0146  HISTORY     - Date     Condition        Report By
 MU0146  HISTORY     - 1963     MONUMENTED       CGS
 MU0146
 MU0146                          STATION DESCRIPTION
 MU0146
 MU0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0146'22.6 MI NW FROM I L RANCH.
 MU0146'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0146'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 5.15 MILES NORTHWEST
 MU0146'ALONG A DIRT ROAD, 0.25 MILE WEST OF THE JUNCTION OF A DIRT ROAD
 MU0146'NORTHWEST, IN THE TOP OF A 4- BY 6-FOOT OUTCROP, 110 FEET NORTH OF THE
 MU0146'CENTER LINE OF THE ROAD, 2.3 FEET WEST OF A WITNESS POST, ABOUT 2 FEET
 MU0146'LOWER THAN THE ROAD, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0005 ***********************************************************************
 MU0005  DESIGNATION -  B 393
 MU0005  PID         -  MU0005
 MU0005  STATE/COUNTY-  NV/ELKO
 MU0005  USGS QUAD   -  DEEP CREEK (1987)
 MU0005
 MU0005                         *CURRENT SURVEY CONTROL
 MU0005  ___________________________________________________________________
 MU0005* NAD 83(1986)-  41 34 06.     (N)    116 12 47.     (W)     SCALED    
 MU0005* NAVD 88     -      1791.263  (meters)    5876.84   (feet)  ADJUSTED  
 MU0005  ___________________________________________________________________
 MU0005  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 MU0005  DYNAMIC HT  -        1789.828 (meters)    5872.13  (feet)  COMP
 MU0005  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 MU0005
 MU0005  VERT ORDER  -  FIRST     CLASS II
 MU0005
 MU0005.The horizontal coordinates were scaled from a topographic map and have
 MU0005.an estimated accuracy of +/- 6 seconds.
 MU0005
 MU0005.The orthometric height was determined by differential leveling
 MU0005.and adjusted by the National Geodetic Survey in June 1991..
 MU0005
 MU0005.The geoid height was determined by GEOID03.
 MU0005
 MU0005.The dynamic height is computed by dividing the NAVD 88
 MU0005.geopotential number by the normal gravity value computed on the
 MU0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0005.degrees latitude (g = 980.6199 gals.).
 MU0005
 MU0005.The modeled gravity was interpolated from observed gravity values.
 MU0005
 MU0005;                    North         East    Units  Estimated Accuracy
 MU0005;SPC NV E     - 8,756,950.      147,480.      MT  (+/- 180 meters Scaled)
 MU0005
 MU0005                          SUPERSEDED SURVEY CONTROL
 MU0005
 MU0005.No superseded survey control is available for this station.
 MU0005
 MU0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG656021(NAD 83)
 MU0005_MARKER: DB = BENCH MARK DISK
 MU0005_SETTING: 66 = SET IN ROCK OUTCROP
 MU0005_SP_SET: ROCK OUTCROP
 MU0005_STAMPING: B 393 1963
 MU0005_MARK LOGO: CGS   
 MU0005_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0005+STABILITY: POSITION/ELEVATION WELL
 MU0005
 MU0005  HISTORY     - Date     Condition        Report By
 MU0005  HISTORY     - 1963     MONUMENTED       CGS
 MU0005  HISTORY     - 19840601 GOOD             NGS
 MU0005
 MU0005                          STATION DESCRIPTION
 MU0005
 MU0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0005'13.7 MI E FROM I L RANCH.
 MU0005'12.7 MILES EAST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0005'THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 11, IN THE TOP AND ON THE
 MU0005'SOUTHWEST SIDE OF A 50- BY 80-FOOT OUTCROP, 30 FEET SOUTHEAST OF THE
 MU0005'NORTHWEST END OF THE OUTCROP, 195 FEET NORTHEAST OF THE CENTER LINE OF
 MU0005'THE ROAD, 168 FEET NORTHEAST OF A TELEPHONE POLE WITH A GUY WIRE, 11.0
 MU0005'FEET NORTHEAST OF A WITNESS POST, ABOUT 10 FEET HIGHER THAN THE ROAD,
 MU0005'AND 2 FEET ABOVE THE GROUND.
 MU0005
 MU0005                          STATION RECOVERY (1984)
 MU0005
 MU0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0005'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 0.7 KM (0.45
 MU0005'MI) SOUTH ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE
 MU0005'53.2 KM (33.25 MI) SOUTH ALONG STATE HIGHWAY 11, 1.6 KM (1.0 MI) SOUTH
 MU0005'OF A GRAVEL ROAD LEADING WEST TO THE IL RANCH, 59.4 M (195 FT)
 MU0005'NORTHEAST OF THE HIGHWAY CENTERLINE. 2.4 M ABOVE THE HIGHWAY.  3.3 M
 MU0005'NORTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0125 ***********************************************************************
 LR0125  DESIGNATION -  B 394
 LR0125  PID         -  LR0125
 LR0125  STATE/COUNTY-  NV/EUREKA
 LR0125  USGS QUAD   -  PAPOOSE CANYON (1985)
 LR0125
 LR0125                         *CURRENT SURVEY CONTROL
 LR0125  ___________________________________________________________________
 LR0125* NAD 83(1986)-  40 28 35.     (N)    116 06 47.     (W)     SCALED    
 LR0125* NAVD 88     -      1557.150  (meters)    5108.75   (feet)  ADJUSTED  
 LR0125  ___________________________________________________________________
 LR0125  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 LR0125  DYNAMIC HT  -        1555.798 (meters)    5104.31  (feet)  COMP
 LR0125  MODELED GRAV-     979,702.2   (mgal)                       NAVD 88
 LR0125
 LR0125  VERT ORDER  -  SECOND    CLASS 0
 LR0125
 LR0125.The horizontal coordinates were scaled from a topographic map and have
 LR0125.an estimated accuracy of +/- 6 seconds.
 LR0125
 LR0125.The orthometric height was determined by differential leveling
 LR0125.and adjusted by the National Geodetic Survey in June 1991..
 LR0125
 LR0125.The geoid height was determined by GEOID03.
 LR0125
 LR0125.The dynamic height is computed by dividing the NAVD 88
 LR0125.geopotential number by the normal gravity value computed on the
 LR0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0125.degrees latitude (g = 980.6199 gals.).
 LR0125
 LR0125.The modeled gravity was interpolated from observed gravity values.
 LR0125
 LR0125;                    North         East    Units  Estimated Accuracy
 LR0125;SPC NV E     - 8,635,640.      155,090.      MT  (+/- 180 meters Scaled)
 LR0125
 LR0125                          SUPERSEDED SURVEY CONTROL
 LR0125
 LR0125  NGVD 29 (??/??/92) 1556.054  (m)         5105.15   (f) ADJ UNCH    2 0
 LR0125
 LR0125.Superseded values are not recommended for survey control.
 LR0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0125.See file dsdata.txt to determine how the superseded data were derived.
 LR0125
 LR0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE751810(NAD 83)
 LR0125_MARKER: DB = BENCH MARK DISK
 LR0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0125_STAMPING: B 394 1963
 LR0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0125+STABILITY: SURFACE MOTION
 LR0125
 LR0125  HISTORY     - Date     Condition        Report By
 LR0125  HISTORY     - 1963     MONUMENTED       CGS
 LR0125
 LR0125                          STATION DESCRIPTION
 LR0125
 LR0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LR0125'11.65 MI S FROM PALISADE.
 LR0125'1.65 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER THE
 LR0125'HUMBOLDT RIVER AT PALISADE, THENCE 10.0 MILES SOUTH ALONG STATE
 LR0125'HIGHWAY 20, 0.15 MILE NORTH AND ACROSS THE HIGHWAY FROM A FENCE
 LR0125'CORNER, AT A WOODEN BRACE POST IN A FENCE LINE, 97 FEET EAST OF THE
 LR0125'CENTER LINE OF THE HIGHWAY, 1.8 FEET WEST OF A FENCE, 1.8 FEET NORTH
 LR0125'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY AND IN THE TOP
 LR0125'OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0317 ***********************************************************************
 LQ0317  DESIGNATION -  B 395
 LQ0317  PID         -  LQ0317
 LQ0317  STATE/COUNTY-  NV/ELKO
 LQ0317  USGS QUAD   -  FRANKLIN LAKE SE (1980)
 LQ0317
 LQ0317                         *CURRENT SURVEY CONTROL
 LQ0317  ___________________________________________________________________
 LQ0317* NAD 83(1986)-  40 18 55.     (N)    115 19 00.     (W)     SCALED    
 LQ0317* NAVD 88     -      1838.983  (meters)    6033.40   (feet)  ADJUSTED  
 LQ0317  ___________________________________________________________________
 LQ0317  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 LQ0317  DYNAMIC HT  -        1837.237 (meters)    6027.67  (feet)  COMP
 LQ0317  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 LQ0317
 LQ0317  VERT ORDER  -  SECOND    CLASS 0
 LQ0317
 LQ0317.The horizontal coordinates were scaled from a topographic map and have
 LQ0317.an estimated accuracy of +/- 6 seconds.
 LQ0317
 LQ0317.The orthometric height was determined by differential leveling
 LQ0317.and adjusted by the National Geodetic Survey in June 1991..
 LQ0317
 LQ0317.The geoid height was determined by GEOID03.
 LQ0317
 LQ0317.The dynamic height is computed by dividing the NAVD 88
 LQ0317.geopotential number by the normal gravity value computed on the
 LQ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0317.degrees latitude (g = 980.6199 gals.).
 LQ0317
 LQ0317.The modeled gravity was interpolated from observed gravity values.
 LQ0317
 LQ0317;                    North         East    Units  Estimated Accuracy
 LQ0317;SPC NV E     - 8,617,650.      222,660.      MT  (+/- 180 meters Scaled)
 LQ0317
 LQ0317                          SUPERSEDED SURVEY CONTROL
 LQ0317
 LQ0317  NGVD 29 (??/??/92) 1837.778  (m)         6029.44   (f) ADJ UNCH    2 0
 LQ0317
 LQ0317.Superseded values are not recommended for survey control.
 LQ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0317.See file dsdata.txt to determine how the superseded data were derived.
 LQ0317
 LQ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE430641(NAD 83)
 LQ0317_MARKER: DB = BENCH MARK DISK
 LQ0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0317_STAMPING: B 395 1963
 LQ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0317+STABILITY: SURFACE MOTION
 LQ0317
 LQ0317  HISTORY     - Date     Condition        Report By
 LQ0317  HISTORY     - 1963     MONUMENTED       CGS
 LQ0317
 LQ0317                          STATION DESCRIPTION
 LQ0317
 LQ0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0317'16.45 MI SE FROM RUBY VALLEY.
 LQ0317'8.0 MILES SOUTH ALONG A ROAD FROM THE ROCK HOUSE RANCH AT RUBY VALLEY,
 LQ0317'THENCE 8.45 MILES EAST AND NORTHEAST ALONG A ROAD, 39 FEET NORTHWEST
 LQ0317'OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTHEAST OF A WITNESS POST,
 LQ0317'ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LQ0317'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0341 ***********************************************************************
 LQ0341  DESIGNATION -  B 396
 LQ0341  PID         -  LQ0341
 LQ0341  STATE/COUNTY-  NV/ELKO
 LQ0341  USGS QUAD   -  DELCER BUTTES (1984)
 LQ0341
 LQ0341                         *CURRENT SURVEY CONTROL
 LQ0341  ___________________________________________________________________
 LQ0341* NAD 83(1986)-  40 25 23.     (N)    115 01 56.     (W)     SCALED    
 LQ0341* NAVD 88     -      1841.436  (meters)    6041.44   (feet)  ADJUSTED  
 LQ0341  ___________________________________________________________________
 LQ0341  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 LQ0341  DYNAMIC HT  -        1839.738 (meters)    6035.87  (feet)  COMP
 LQ0341  MODELED GRAV-     979,637.3   (mgal)                       NAVD 88
 LQ0341
 LQ0341  VERT ORDER  -  SECOND    CLASS 0
 LQ0341
 LQ0341.The horizontal coordinates were scaled from a topographic map and have
 LQ0341.an estimated accuracy of +/- 6 seconds.
 LQ0341
 LQ0341.The orthometric height was determined by differential leveling
 LQ0341.and adjusted by the National Geodetic Survey in June 1991..
 LQ0341
 LQ0341.The geoid height was determined by GEOID03.
 LQ0341
 LQ0341.The dynamic height is computed by dividing the NAVD 88
 LQ0341.geopotential number by the normal gravity value computed on the
 LQ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0341.degrees latitude (g = 980.6199 gals.).
 LQ0341
 LQ0341.The modeled gravity was interpolated from observed gravity values.
 LQ0341
 LQ0341;                    North         East    Units  Estimated Accuracy
 LQ0341;SPC NV E     - 8,629,730.      246,770.      MT  (+/- 180 meters Scaled)
 LQ0341
 LQ0341                          SUPERSEDED SURVEY CONTROL
 LQ0341
 LQ0341  NGVD 29 (??/??/92) 1840.264  (m)         6037.60   (f) ADJ UNCH    2 0
 LQ0341
 LQ0341.Superseded values are not recommended for survey control.
 LQ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0341.See file dsdata.txt to determine how the superseded data were derived.
 LQ0341
 LQ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE669765(NAD 83)
 LQ0341_MARKER: DB = BENCH MARK DISK
 LQ0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0341_STAMPING: B 396 1963
 LQ0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0341+STABILITY: SURFACE MOTION
 LQ0341
 LQ0341  HISTORY     - Date     Condition        Report By
 LQ0341  HISTORY     - 1963     MONUMENTED       CGS
 LQ0341
 LQ0341                          STATION DESCRIPTION
 LQ0341
 LQ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0341'21.2 MI NW FROM CURRIE.
 LQ0341'4.95 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE RAILROAD CROSSING
 LQ0341'AT CURRIE, THENCE 16.25 MILES NORTHWEST ALONG A ROAD, 0.5 MILE
 LQ0341'SOUTHEAST OF THE JUNCTION OF A ROAD SOUTH, 30 FEET SOUTHWEST OF THE
 LQ0341'CENTER LINE OF THE ROAD, 1.6 FEET NORTHEAST OF A WITNESS POST, ABOUT
 LQ0341'1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LQ0341'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0220 ***********************************************************************
 MV0220  DESIGNATION -  B 397
 MV0220  PID         -  MV0220
 MV0220  STATE/COUNTY-  NV/WASHOE
 MV0220  USGS QUAD   -  LITTLE COLEMAN CANYON (1966)
 MV0220
 MV0220                         *CURRENT SURVEY CONTROL
 MV0220  ___________________________________________________________________
 MV0220* NAD 83(1986)-  41 57 48.     (N)    119 45 23.     (W)     SCALED    
 MV0220* NAVD 88     -      1551.776  (meters)    5091.12   (feet)  ADJUSTED  
 MV0220  ___________________________________________________________________
 MV0220  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 MV0220  DYNAMIC HT  -        1550.668 (meters)    5087.48  (feet)  COMP
 MV0220  MODELED GRAV-     979,854.0   (mgal)                       NAVD 88
 MV0220
 MV0220  VERT ORDER  -  SECOND    CLASS 0
 MV0220
 MV0220.The horizontal coordinates were scaled from a topographic map and have
 MV0220.an estimated accuracy of +/- 6 seconds.
 MV0220
 MV0220.The orthometric height was determined by differential leveling
 MV0220.and adjusted by the National Geodetic Survey in June 1991..
 MV0220
 MV0220.The geoid height was determined by GEOID03.
 MV0220
 MV0220.The dynamic height is computed by dividing the NAVD 88
 MV0220.geopotential number by the normal gravity value computed on the
 MV0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0220.degrees latitude (g = 980.6199 gals.).
 MV0220
 MV0220.The modeled gravity was interpolated from observed gravity values.
 MV0220
 MV0220;                    North         East    Units  Estimated Accuracy
 MV0220;SPC NV W     - 4,801,290.      702,770.      MT  (+/- 180 meters Scaled)
 MV0220
 MV0220                          SUPERSEDED SURVEY CONTROL
 MV0220
 MV0220  NGVD 29 (??/??/92) 1550.560  (m)         5087.13   (f) ADJ UNCH    2 0
 MV0220
 MV0220.Superseded values are not recommended for survey control.
 MV0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0220.See file dsdata.txt to determine how the superseded data were derived.
 MV0220
 MV0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG715493(NAD 83)
 MV0220_MARKER: DB = BENCH MARK DISK
 MV0220_SETTING: 80 = SET IN A BOULDER
 MV0220_SP_SET: BOULDER
 MV0220_STAMPING: B 397 1965
 MV0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0220+STABILITY: SURFACE MOTION
 MV0220
 MV0220  HISTORY     - Date     Condition        Report By
 MV0220  HISTORY     - 1965     MONUMENTED       CGS
 MV0220
 MV0220                          STATION DESCRIPTION
 MV0220
 MV0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0220'20.3 MI SE FROM ADEL, OR.
 MV0220'2.1 MILES SOUTHWEST ALONG A ROAD FROM THE STORE AT ADEL, THENCE 15.85
 MV0220'MILES SOUTHEAST ALONG A ROAD TO THE OREGON-NEVADA STATE LINE, THENCE
 MV0220'2.35 MILES SOUTHEAST ALONG NEVADA STATE HIGHWAY 34, ABOUT 1.5 MILES
 MV0220'SOUTHEAST OF THE JUNCTION OF A ROAD TO COLEMAN RANCH, IN THE TOP OF A
 MV0220'6- BY 3-FOOT BOULDER PROJECTING ABOUT 2 FEET ABOVE THE GROUND, 19 FEET
 MV0220'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 183 FEET NORTHWEST OF A
 MV0220'PIPE CULVERT, AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0107 ***********************************************************************
 MV0107  DESIGNATION -  B 398
 MV0107  PID         -  MV0107
 MV0107  STATE/COUNTY-  NV/WASHOE
 MV0107  USGS QUAD   -  SAGE HEN HILLS (1966)
 MV0107
 MV0107                         *CURRENT SURVEY CONTROL
 MV0107  ___________________________________________________________________
 MV0107* NAD 83(1986)-  41 54 28.     (N)    119 22 27.     (W)     SCALED    
 MV0107* NAVD 88     -      1935.955  (meters)    6351.55   (feet)  ADJUSTED  
 MV0107  ___________________________________________________________________
 MV0107  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 MV0107  DYNAMIC HT  -        1934.442 (meters)    6346.58  (feet)  COMP
 MV0107  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 MV0107
 MV0107  VERT ORDER  -  SECOND    CLASS 0
 MV0107
 MV0107.The horizontal coordinates were scaled from a topographic map and have
 MV0107.an estimated accuracy of +/- 6 seconds.
 MV0107
 MV0107.The orthometric height was determined by differential leveling
 MV0107.and adjusted by the National Geodetic Survey in June 1991..
 MV0107
 MV0107.The geoid height was determined by GEOID03.
 MV0107
 MV0107.The dynamic height is computed by dividing the NAVD 88
 MV0107.geopotential number by the normal gravity value computed on the
 MV0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0107.degrees latitude (g = 980.6199 gals.).
 MV0107
 MV0107.The modeled gravity was interpolated from observed gravity values.
 MV0107
 MV0107;                    North         East    Units  Estimated Accuracy
 MV0107;SPC NV W     - 4,794,760.      734,390.      MT  (+/- 180 meters Scaled)
 MV0107
 MV0107                          SUPERSEDED SURVEY CONTROL
 MV0107
 MV0107  NGVD 29 (??/??/92) 1934.664  (m)         6347.31   (f) ADJ UNCH    2 0
 MV0107
 MV0107.Superseded values are not recommended for survey control.
 MV0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0107.See file dsdata.txt to determine how the superseded data were derived.
 MV0107
 MV0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG030422(NAD 83)
 MV0107_MARKER: DB = BENCH MARK DISK
 MV0107_SETTING: 80 = SET IN A BOULDER
 MV0107_SP_SET: BOULDER
 MV0107_STAMPING: B 398 1965
 MV0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0107+STABILITY: SURFACE MOTION
 MV0107
 MV0107  HISTORY     - Date     Condition        Report By
 MV0107  HISTORY     - 1965     MONUMENTED       CGS
 MV0107
 MV0107                          STATION DESCRIPTION
 MV0107
 MV0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0107'12.55 MI SE FROM IXL RANCH.
 MV0107'4.8 MILES SOUTHEAST ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0107'THENCE 7.75 MILES EAST ALONG STATE HIGHWAY 34A, 0.85 MILE WEST OF A
 MV0107'CULVERT OVER A CREEK, IN THE TOP OF A 5- BY 4-FOOT BOULDER WHICH
 MV0107'PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 48 FEET NORTHEAST OF THE
 MV0107'CENTER LINE OF THE HIGHWAY, 136 FEET EAST-SOUTHEAST AND ACROSS THE
 MV0107'HIGHWAY FROM A TELEPHONE POLE, AND ABOUT 7 FEET LOWER THAN THE
 MV0107'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1306 ***********************************************************************
 GR1306  DESIGNATION -  B 399
 GR1306  PID         -  GR1306
 GR1306  STATE/COUNTY-  NV/CLARK
 GR1306  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1306
 GR1306                         *CURRENT SURVEY CONTROL
 GR1306  ___________________________________________________________________
 GR1306* NAD 83(1999)-  36 00 34.46133(N)    115 14 09.97581(W)     ADJUSTED  
 GR1306* NAVD 88     -       763.538  (meters)    2505.04   (feet)  ADJUSTED  
 GR1306  ___________________________________________________________________
 GR1306  EPOCH DATE  -        1999.37
 GR1306  X           -  -2,202,507.859 (meters)                     COMP
 GR1306  Y           -  -4,672,921.974 (meters)                     COMP
 GR1306  Z           -   3,729,483.449 (meters)                     COMP
 GR1306  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 GR1306  ELLIP HEIGHT-         735.67  (meters)          (05/16/00) GPS OBS
 GR1306  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR1306  DYNAMIC HT  -         762.739 (meters)    2502.42  (feet)  COMP
 GR1306  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 GR1306
 GR1306  HORZ ORDER  -  A
 GR1306  VERT ORDER  -  FIRST     CLASS II
 GR1306  ELLP ORDER  -  FOURTH    CLASS I
 GR1306
 GR1306.The horizontal coordinates were established by GPS observations
 GR1306.and adjusted by the National Geodetic Survey in May 2000..
 GR1306.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 GR1306.DATUM ITEM on the data sheet items page.
 GR1306.The horizontal coordinates are valid at the epoch date displayed above.
 GR1306.The epoch date for horizontal control is a decimal equivalence
 GR1306.of Year/Month/Day.
 GR1306
 GR1306.The orthometric height was determined by differential leveling
 GR1306.and adjusted by the National Geodetic Survey in June 1991..
 GR1306
 GR1306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GR1306
 GR1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1306
 GR1306.The ellipsoidal height was determined by GPS observations
 GR1306.and is referenced to NAD 83.
 GR1306
 GR1306.The geoid height was determined by GEOID03.
 GR1306
 GR1306.The dynamic height is computed by dividing the NAVD 88
 GR1306.geopotential number by the normal gravity value computed on the
 GR1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1306.degrees latitude (g = 980.6199 gals.).
 GR1306
 GR1306.The modeled gravity was interpolated from observed gravity values.
 GR1306
 GR1306;                    North         East     Units Scale Factor Converg.
 GR1306;SPC NV E     - 8,139,788.294   231,300.587   MT  0.99991207   +0 12 14.9
 GR1306;SPC NV E     -26,705,288.76    758,858.68   sFT  0.99991207   +0 12 14.9
 GR1306;UTM  11      - 3,986,449.054   658,964.324   MT  0.99991137   +1 02 14.1
 GR1306
 GR1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1306!SPC NV E     -   0.99988455  x   0.99991207  =   0.99979663
 GR1306!UTM  11      -   0.99988455  x   0.99991137  =   0.99979593
 GR1306
 GR1306:                Primary Azimuth Mark                     Grid Az
 GR1306:SPC NV E     -  CCPW BEAVE                               352 02 45.8
 GR1306:UTM  11      -  CCPW BEAVE                               351 12 46.6
 GR1306
 GR1306|---------------------------------------------------------------------|
 GR1306| PID    Reference Object                     Distance      Geod. Az  |
 GR1306|                                                           dddmmss.s |
 GR1306| AI5108 CCPW BEAVE                          417.901 METERS 3521500.7 |
 GR1306|---------------------------------------------------------------------|
 GR1306
 GR1306                          SUPERSEDED SURVEY CONTROL
 GR1306
 GR1306  NAVD 88 (05/16/00)  763.54   (m)         2505.0    (f) LEVELING    3  
 GR1306
 GR1306.Superseded values are not recommended for survey control.
 GR1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1306.See file dsdata.txt to determine how the superseded data were derived.
 GR1306
 GR1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5896486449(NAD 83)
 GR1306_MARKER: I = METAL ROD
 GR1306_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GR1306_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GR1306_STAMPING: B 399 1980
 GR1306_MARK LOGO: NGS   
 GR1306_PROJECTION: FLUSH
 GR1306_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR1306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1306+STABILITY: POSITION/ELEVATION WELL
 GR1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR1306+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 GR1306_ROD/PIPE-DEPTH: 6.1  meters
 GR1306_SLEEVE-DEPTH  : 5.8 meters
 GR1306
 GR1306  HISTORY     - Date     Condition        Report By
 GR1306  HISTORY     - 1980     MONUMENTED       NGS
 GR1306  HISTORY     - 19991004 GOOD             NGS
 GR1306  HISTORY     - 20030621 GOOD             JCLS
 GR1306
 GR1306                          STATION DESCRIPTION
 GR1306
 GR1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GR1306'19.8 KM SOUTH FROM LAS VEGAS.
 GR1306'19.8 KILOMETERS (12.3 MILES) SOUTH ALONG THE UNION PACIFIC RAILROAD
 GR1306'FROM THE STATION IN LAS VEGAS, 1-1/2 TELEPHONE POLES SOUTH OF MILE
 GR1306'POST 322, BETWEEN TWO POWER LINE POLES IN THE CENTER OF A RAILROAD
 GR1306'TRIANGLE, 63.6 METERS (209 FEET) WEST OF THE WEST RAIL OF THE MAIN
 GR1306'TRACK, 64.1 METERS (210 FEET) SOUTHEAST OF THE SOUTHEAST RAIL OF
 GR1306'THE NORTHWEST LEG OF THE TRIANGLE, 25.8 METERS (85 FEET) SOUTHWEST
 GR1306'OF THE SOUTHWEST RAIL OF THE NORTHEAST LEG OF THE TRIANGLE, 2.45
 GR1306'METERS (8 FEET) NORTH OF A POWER LINE POLE AND 2.35 METERS
 GR1306'(7.7 FEET) SOUTH OF A POWER LINE POLE.  NOTE--THE DRILLING WAS VERY
 GR1306'HARD AT THIS LOCATION.  IT WAS STOPPED AT 20 FEET TO AVOID DAMAGING
 GR1306'THE AUGERS.
 GR1306'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 GR1306'THE MARK IS 1 M BELOW THE RAILS.
 GR1306
 GR1306                          STATION RECOVERY (1999)
 GR1306
 GR1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JGF)
 GR1306'TO REACH THE STATION FROM THE JUNCTION OF I 15 AND STATE HWY 160 ON
 GR1306'THE SOUTH SIDE OF LAS VEGAS GO WEST ON HWY 160 FRO 2.8 MILES (4.5 KM)
 GR1306'TO RAILROAD TRACKS, CONTINUE WEST FOR 0.05 MILE (0.08 KM) TO ARDEN
 GR1306'ROAD.  TURN LEFT, SOUTH ON ARDEN ROAD AND GO FOR 0.8 MILE (1.3 KM) TO
 GR1306'GARY AVE LEFT.  TURN LEFT AND GO EAST FOR 0.1 MILE (0.2 KM) TO A
 GR1306'GRAVEL ROAD TO RIGHT, GO RIGHT, SOUTH FOR 0.4 MILE (0.6 KM) TO A
 GR1306'TRIANGLE FROMED BY RAILROAD TRACKS AND STATION UNDER POWERLINES NEAR
 GR1306'THE CENTER OF THE TRIANGLE AND BETWEEN TWO POLES.
 GR1306
 GR1306                          STATION RECOVERY (2003)
 GR1306
 GR1306'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 GR1306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0442 ***********************************************************************
 MT0442  DESIGNATION -  B 4
 MT0442  PID         -  MT0442
 MT0442  STATE/COUNTY-  NV/ELKO
 MT0442  USGS QUAD   -  TWIN BUTTES (1982)
 MT0442
 MT0442                         *CURRENT SURVEY CONTROL
 MT0442  ___________________________________________________________________
 MT0442* NAD 83(1986)-  41 11 10.     (N)    115 18 04.     (W)     SCALED    
 MT0442* NAVD 88     -      1672.478  (meters)    5487.12   (feet)  ADJUSTED  
 MT0442  ___________________________________________________________________
 MT0442  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 MT0442  DYNAMIC HT  -        1671.139 (meters)    5482.73  (feet)  COMP
 MT0442  MODELED GRAV-     979,763.9   (mgal)                       NAVD 88
 MT0442
 MT0442  VERT ORDER  -  SECOND    CLASS 0
 MT0442
 MT0442.The horizontal coordinates were scaled from a topographic map and have
 MT0442.an estimated accuracy of +/- 6 seconds.
 MT0442
 MT0442.The orthometric height was determined by differential leveling
 MT0442.and adjusted by the National Geodetic Survey in June 1991..
 MT0442
 MT0442.The geoid height was determined by GEOID03.
 MT0442
 MT0442.The dynamic height is computed by dividing the NAVD 88
 MT0442.geopotential number by the normal gravity value computed on the
 MT0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0442.degrees latitude (g = 980.6199 gals.).
 MT0442
 MT0442.The modeled gravity was interpolated from observed gravity values.
 MT0442
 MT0442;                    North         East    Units  Estimated Accuracy
 MT0442;SPC NV E     - 8,714,350.      223,680.      MT  (+/- 180 meters Scaled)
 MT0442
 MT0442                          SUPERSEDED SURVEY CONTROL
 MT0442
 MT0442  NGVD 29 (??/??/92) 1671.340  (m)         5483.39   (f) ADJ UNCH    2 0
 MT0442
 MT0442.Superseded values are not recommended for survey control.
 MT0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0442.See file dsdata.txt to determine how the superseded data were derived.
 MT0442
 MT0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF424608(NAD 83)
 MT0442_MARKER: DD = SURVEY DISK
 MT0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0442_STAMPING: B-4 1933
 MT0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0442+STABILITY: SURFACE MOTION
 MT0442
 MT0442  HISTORY     - Date     Condition        Report By
 MT0442  HISTORY     - 1933     MONUMENTED       USGS
 MT0442  HISTORY     - 1934     GOOD             NGS
 MT0442
 MT0442                          STATION DESCRIPTION
 MT0442
 MT0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0442'8.5 MI N FROM DEETH.
 MT0442'8.5 MILES NORTH OF SOUTHERN PACIFIC DEPOT AT DEETH AT THE NORTH END OF
 MT0442'LONG S CURVE IN ROAD.  36 FEET WEST OF CENTERLINE OF SIDE ROAD TO THE
 MT0442'NORTHEAST.  30 FEET EAST OF THE CENTERLINE OF MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0228 ***********************************************************************
 MT0228  DESIGNATION -  B 4
 MT0228  PID         -  MT0228
 MT0228  STATE/COUNTY-  NV/ELKO
 MT0228  USGS QUAD   -  PEQUOP (1980)
 MT0228
 MT0228                         *CURRENT SURVEY CONTROL
 MT0228  ___________________________________________________________________
 MT0228* NAD 83(1986)-  41 11 22.     (N)    114 30 40.     (W)     SCALED    
 MT0228* NAVD 88     -      1860.445  (meters)    6103.81   (feet)  ADJUSTED  
 MT0228  ___________________________________________________________________
 MT0228  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 MT0228  DYNAMIC HT  -        1858.879 (meters)    6098.67  (feet)  COMP
 MT0228  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 MT0228
 MT0228  VERT ORDER  -  FIRST     CLASS II
 MT0228
 MT0228.The horizontal coordinates were scaled from a topographic map and have
 MT0228.an estimated accuracy of +/- 6 seconds.
 MT0228
 MT0228.The orthometric height was determined by differential leveling
 MT0228.and adjusted by the National Geodetic Survey in June 1991..
 MT0228
 MT0228.The geoid height was determined by GEOID03.
 MT0228
 MT0228.The dynamic height is computed by dividing the NAVD 88
 MT0228.geopotential number by the normal gravity value computed on the
 MT0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0228.degrees latitude (g = 980.6199 gals.).
 MT0228
 MT0228.The modeled gravity was interpolated from observed gravity values.
 MT0228
 MT0228;                    North         East    Units  Estimated Accuracy
 MT0228;SPC NV E     - 8,715,240.      289,950.      MT  (+/- 180 meters Scaled)
 MT0228
 MT0228                          SUPERSEDED SURVEY CONTROL
 MT0228
 MT0228  NGVD 29 (??/??/92) 1859.275  (m)         6099.97   (f) ADJ UNCH    1 2
 MT0228
 MT0228.Superseded values are not recommended for survey control.
 MT0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0228.See file dsdata.txt to determine how the superseded data were derived.
 MT0228
 MT0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF087627(NAD 83)
 MT0228_MARKER: Z = SEE DESCRIPTION
 MT0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0228
 MT0228  HISTORY     - Date     Condition        Report By
 MT0228  HISTORY     - 1911     MONUMENTED       CGS
 MT0228  HISTORY     - 1953     GOOD             NGS
 MT0228  HISTORY     - 1984     GOOD             NGS
 MT0228
 MT0228                          STATION DESCRIPTION
 MT0228
 MT0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0228'3.8 MI NW FROM VALLEY PASS.
 MT0228'3.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0228'THE STATION AT VALLEY PASS, AT ICARUS SIDING, 144 FEET NORTH OF
 MT0228'MILEPOLE 637, 0.2 MILE EAST OF THE SIDING SIGN, 194.0 FEET NORTH OF
 MT0228'THE NORTH RAIL OF THE MAIN TRACK, 32 1/2 FEET SOUTH OF THE CENTER LINE
 MT0228'OF A GRAVELED ROAD, 3.7 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A
 MT0228'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND FLANKED BY THE CHISELED
 MT0228'LETTERS USBM IN THE TOP OF A SANDSTONE POST PROJECTING 0.8 FOOT ABOVE
 MT0228'THE GROUND.
 MT0228
 MT0228                          STATION RECOVERY (1984)
 MT0228
 MT0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0228'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.25 KM
 MT0228'(13.9 MI) SOUTHWEST ALONG STATE HIGHWAY 233 FROM THE POST OFFICE AT
 MT0228'MONTELLO, THENCE 16.8 KM (10.5 MI) NORTHWEST ALONG THE SOUTHERN
 MT0228'PACIFIC RAILROAD, 59.1 METERS (194 FT) NORTHEAST OF THE NORTHEAST
 MT0228'RAIL, 76.8 METERS (252 FT) NORTHEAST ACROSS THE TRACKS FROM MILEPOLE
 MT0228'637 AND 1.0 METER (3.5 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 MT0228'NOTE-MARK IS THE BOTTOM OF A SQUARE HOLE IN TOP OF A SANDSTONE POST
 MT0228'PROJECTING 30 CENTIMETERS.
 MT0228'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 MT0228'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0433 ***********************************************************************
 MT0433  DESIGNATION -  B 40
 MT0433  PID         -  MT0433
 MT0433  STATE/COUNTY-  NV/ELKO
 MT0433  USGS QUAD   -  DEETH (1967)
 MT0433
 MT0433                         *CURRENT SURVEY CONTROL
 MT0433  ___________________________________________________________________
 MT0433* NAD 83(1986)-  41 03 59.     (N)    115 16 23.     (W)     SCALED    
 MT0433* NAVD 88     -      1627.952  (meters)    5341.04   (feet)  ADJUSTED  
 MT0433  ___________________________________________________________________
 MT0433  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 MT0433  DYNAMIC HT  -        1626.589 (meters)    5336.57  (feet)  COMP
 MT0433  MODELED GRAV-     979,730.0   (mgal)                       NAVD 88
 MT0433
 MT0433  VERT ORDER  -  FIRST     CLASS II
 MT0433
 MT0433.The horizontal coordinates were scaled from a topographic map and have
 MT0433.an estimated accuracy of +/- 6 seconds.
 MT0433
 MT0433.The orthometric height was determined by differential leveling
 MT0433.and adjusted by the National Geodetic Survey in June 1991..
 MT0433.WARNING-Repeat measurements at this control monument indicate possible
 MT0433.vertical movement.
 MT0433
 MT0433.The geoid height was determined by GEOID03.
 MT0433
 MT0433.The dynamic height is computed by dividing the NAVD 88
 MT0433.geopotential number by the normal gravity value computed on the
 MT0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0433.degrees latitude (g = 980.6199 gals.).
 MT0433
 MT0433.The modeled gravity was interpolated from observed gravity values.
 MT0433
 MT0433;                    North         East    Units  Estimated Accuracy
 MT0433;SPC NV E     - 8,701,060.      226,080.      MT  (+/- 180 meters Scaled)
 MT0433
 MT0433                          SUPERSEDED SURVEY CONTROL
 MT0433
 MT0433  NGVD 29 (??/??/92) 1626.762  (m)         5337.14   (f) ADJ UNCH    1 2
 MT0433
 MT0433.Superseded values are not recommended for survey control.
 MT0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0433.See file dsdata.txt to determine how the superseded data were derived.
 MT0433
 MT0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF450475(NAD 83)
 MT0433_MARKER: DB = BENCH MARK DISK
 MT0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0433_STAMPING: B 40 1934
 MT0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0433+STABILITY: SURFACE MOTION
 MT0433
 MT0433  HISTORY     - Date     Condition        Report By
 MT0433  HISTORY     - 1934     MONUMENTED       CGS
 MT0433  HISTORY     - 1953     GOOD             NGS
 MT0433  HISTORY     - 1967     MARK NOT FOUND   USGS
 MT0433  HISTORY     - 1984     MARK NOT FOUND   NGS
 MT0433
 MT0433                          STATION DESCRIPTION
 MT0433
 MT0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0433'IN DEETH.
 MT0433'AT DEETH, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 89.2 FEET
 MT0433'NORTHWEST OF THE WEST CORNER OF THE STATION, 65.1 FEET NORTHWEST OF
 MT0433'THE NORTHWEST RAIL OF THE MAIN TRACK, 46 FEET SOUTHEAST OF THE CENTER
 MT0433'LINE OF A GRAVELED ROAD, 38 1/2 FEET SOUTHWEST OF TELEPHONE POLE 4SB,
 MT0433'ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 MT0433'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MT0433
 MT0433                          STATION RECOVERY (1967)
 MT0433
 MT0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0433'MARK NOT FOUND.
 MT0433
 MT0433                          STATION RECOVERY (1984)
 MT0433
 MT0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0433'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1330 ***********************************************************************
 GR1330  DESIGNATION -  B 404
 GR1330  PID         -  GR1330
 GR1330  STATE/COUNTY-  NV/CLARK
 GR1330  USGS QUAD   -  BOULDER BEACH (1970)
 GR1330
 GR1330                         *CURRENT SURVEY CONTROL
 GR1330  ___________________________________________________________________
 GR1330* NAD 83(1986)-  36 00 57.     (N)    114 45 06.     (W)     SCALED    
 GR1330* NAVD 88     -       473.286  (meters)    1552.77   (feet)  ADJUSTED  
 GR1330  ___________________________________________________________________
 GR1330  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR1330  DYNAMIC HT  -         472.820 (meters)    1551.24  (feet)  COMP
 GR1330  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 GR1330
 GR1330  VERT ORDER  -  FIRST     CLASS II
 GR1330
 GR1330.The horizontal coordinates were scaled from a topographic map and have
 GR1330.an estimated accuracy of +/- 6 seconds.
 GR1330
 GR1330.The orthometric height was determined by differential leveling
 GR1330.and adjusted by the National Geodetic Survey in June 1991..
 GR1330
 GR1330.The geoid height was determined by GEOID03.
 GR1330
 GR1330.The dynamic height is computed by dividing the NAVD 88
 GR1330.geopotential number by the normal gravity value computed on the
 GR1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1330.degrees latitude (g = 980.6199 gals.).
 GR1330
 GR1330.The modeled gravity was interpolated from observed gravity values.
 GR1330
 GR1330;                    North         East    Units  Estimated Accuracy
 GR1330;SPC NV E     - 8,140,750.      274,960.      MT  (+/- 180 meters Scaled)
 GR1330
 GR1330                          SUPERSEDED SURVEY CONTROL
 GR1330
 GR1330.No superseded survey control is available for this station.
 GR1330
 GR1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV026880(NAD 83)
 GR1330_MARKER: DB = BENCH MARK DISK
 GR1330_SETTING: 66 = SET IN ROCK OUTCROP
 GR1330_SP_SET: ROCK OUTCROP
 GR1330_STAMPING: B 404 1981
 GR1330_MARK LOGO: NGS   
 GR1330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1330+STABILITY: POSITION/ELEVATION WELL
 GR1330
 GR1330  HISTORY     - Date     Condition        Report By
 GR1330  HISTORY     - 1981     MONUMENTED       NGS
 GR1330  HISTORY     - 19961102 GOOD             USPSQD
 GR1330
 GR1330                          STATION DESCRIPTION
 GR1330
 GR1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 GR1330'2.1 KM (1.3 MI) WEST FROM HOOVER DAM.
 GR1330'2.1 KM (1.3 MI) WEST ALONG US HIGHWAY 93 FROM THE NORTHWEST END OF
 GR1330'HOOVER DAM, IN TOP OF A ROCK LEDGE AT THE NORTHEAST END OF A HIGH ROCK
 GR1330'CUT, NORTHEAST OF AND 80 FEET BELOW A STEEL TRANSMISSION TOWER, AT THE
 GR1330'SOUTHWEST END OF A CURVE, 16.2 METERS (53 FT) NORTHWEST OF THE
 GR1330'CENTERLINE OF THE HIGHWAY.
 GR1330'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 GR1330'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 GR1330
 GR1330                          STATION RECOVERY (1996)
 GR1330
 GR1330'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0422 ***********************************************************************
 GS0422  DESIGNATION -  B 405
 GS0422  PID         -  GS0422
 GS0422  STATE/COUNTY-  NV/NYE
 GS0422  USGS QUAD   -  FRANKLIN WELL (1987)
 GS0422
 GS0422                         *CURRENT SURVEY CONTROL
 GS0422  ___________________________________________________________________
 GS0422* NAD 83(1986)-  36 25 33.     (N)    116 25 18.     (W)     SCALED    
 GS0422* NAVD 88     -       665.938  (meters)    2184.83   (feet)  ADJUSTED  
 GS0422  ___________________________________________________________________
 GS0422  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 GS0422  DYNAMIC HT  -         665.265 (meters)    2182.62  (feet)  COMP
 GS0422  MODELED GRAV-     979,599.9   (mgal)                       NAVD 88
 GS0422
 GS0422  VERT ORDER  -  FIRST     CLASS II
 GS0422
 GS0422.The horizontal coordinates were scaled from a topographic map and have
 GS0422.an estimated accuracy of +/- 6 seconds.
 GS0422
 GS0422.The orthometric height was determined by differential leveling
 GS0422.and adjusted by the National Geodetic Survey in June 1991..
 GS0422
 GS0422.The geoid height was determined by GEOID03.
 GS0422
 GS0422.The dynamic height is computed by dividing the NAVD 88
 GS0422.geopotential number by the normal gravity value computed on the
 GS0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0422.degrees latitude (g = 980.6199 gals.).
 GS0422
 GS0422.The modeled gravity was interpolated from observed gravity values.
 GS0422
 GS0422;                    North         East    Units  Estimated Accuracy
 GS0422;SPC NV C     - 6,185,950.      521,970.      MT  (+/- 180 meters Scaled)
 GS0422
 GS0422                          SUPERSEDED SURVEY CONTROL
 GS0422
 GS0422  NGVD 29 (05/01/91)  665.157  (m)         2182.27   (f) ADJUSTED    1 2
 GS0422
 GS0422.Superseded values are not recommended for survey control.
 GS0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0422.See file dsdata.txt to determine how the superseded data were derived.
 GS0422
 GS0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA518313(NAD 83)
 GS0422_MARKER: I = METAL ROD
 GS0422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0422_SP_SET: STAINLESS STEEL ROD
 GS0422_STAMPING: B 405 1982
 GS0422_MARK LOGO: NGS   
 GS0422_PROJECTION: PROJECTING 5 CENTIMETERS
 GS0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0422+STABILITY: POSITION/ELEVATION WELL
 GS0422_ROD/PIPE-DEPTH: 5.2  meters
 GS0422
 GS0422  HISTORY     - Date     Condition        Report By
 GS0422  HISTORY     - 1982     MONUMENTED       NGS
 GS0422
 GS0422                          STATION DESCRIPTION
 GS0422
 GS0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0422'13.5 KM(8.4 MI) NORTH FROM DEATH VALLEY JUNCTION CA.
 GS0422'13.5 KM (8.45 MI) NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 GS0422'STATE HIGHWAY 190 AT DEATH VALLEY JUNCTION, 2.1 METERS (7 FT) NORTH OF
 GS0422'STATE HIGHWAY 190 AT DEATH VALLEY JUNCTION, 0.3 KM (0.2 MI) NORTH OF
 GS0422'MILEPOST 1, 2.1 METERS (7 FT) NORTH OF THE EAST POLE OF A POWER LINE
 GS0422'CROSSING, 58.2 METERS (191 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 GS0422'4.1 METERS (13.5 FT) NORTHEAST OF A TELEPHONE JUNCTION BOX.
 GS0422'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 GS0422'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1367 ***********************************************************************
 GR1367  DESIGNATION -  B 406
 GR1367  PID         -  GR1367
 GR1367  STATE/COUNTY-  NV/CLARK
 GR1367  USGS QUAD   -  MESQUITE (1985)
 GR1367
 GR1367                         *CURRENT SURVEY CONTROL
 GR1367  ___________________________________________________________________
 GR1367* NAD 83(1986)-  36 47 32.     (N)    114 05 38.     (W)     SCALED    
 GR1367* NAVD 88     -       475.094  (meters)    1558.70   (feet)  ADJUSTED  
 GR1367  ___________________________________________________________________
 GR1367  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 GR1367  DYNAMIC HT  -         474.623 (meters)    1557.16  (feet)  COMP
 GR1367  MODELED GRAV-     979,629.2   (mgal)                       NAVD 88
 GR1367
 GR1367  VERT ORDER  -  FIRST     CLASS II
 GR1367
 GR1367.The horizontal coordinates were scaled from a topographic map and have
 GR1367.an estimated accuracy of +/- 6 seconds.
 GR1367
 GR1367.The orthometric height was determined by differential leveling
 GR1367.and adjusted by the National Geodetic Survey in June 1991..
 GR1367
 GR1367.The geoid height was determined by GEOID03.
 GR1367
 GR1367.The dynamic height is computed by dividing the NAVD 88
 GR1367.geopotential number by the normal gravity value computed on the
 GR1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1367.degrees latitude (g = 980.6199 gals.).
 GR1367
 GR1367.The modeled gravity was interpolated from observed gravity values.
 GR1367
 GR1367;                    North         East    Units  Estimated Accuracy
 GR1367;SPC NV E     - 8,227,610.      332,930.      MT  (+/- 180 meters Scaled)
 GR1367
 GR1367                          SUPERSEDED SURVEY CONTROL
 GR1367
 GR1367.No superseded survey control is available for this station.
 GR1367
 GR1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA593757(NAD 83)
 GR1367_MARKER: I = METAL ROD
 GR1367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1367_SP_SET: STAINLESS STEEL ROD
 GR1367_STAMPING: B 406 1982
 GR1367_MARK LOGO: NGS   
 GR1367_PROJECTION: FLUSH
 GR1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1367_ROD/PIPE-DEPTH: 12.2 meters
 GR1367
 GR1367  HISTORY     - Date     Condition        Report By
 GR1367  HISTORY     - 1982     MONUMENTED       NGS
 GR1367  HISTORY     - 19951007 MARK NOT FOUND   USPSQD
 GR1367
 GR1367                          STATION DESCRIPTION
 GR1367
 GR1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GR1367'3.3 KM (2.1 MI) WEST FROM MESQUITE.
 GR1367'2.1 KM (1.3 MI) WEST ALONG MESQUITE BOULEVARD FROM THE CHURCH OF
 GR1367'LATTER DAY SAINTS IN MESQUITE, THENCE 1.25 KM (0.8 MI) SOUTH ALONG
 GR1367'STATE HIGHWAY 170, 3.8 METERS (12.5 FT) NORTHWEST OF THE WEST POLE FOR
 GR1367'A UTILITY LINE CROSSING THE HIGHWAY, 14.5 METERS (47.5 FT) WEST OF THE
 GR1367'HIGHWAY CENTERLINE, 108.8 METERS (357 FT) NORTH OF THE NORTHWEST
 GR1367'CORNER OF THE BRIDGE OVER THE VIRGIN RIVER, 6.5 METERS (21.5 FT) SOUTH
 GR1367'OF THE SOUTH GATE POST FOR A WIRE GATE, 0.3 METER (1 FT) EAST OF THE
 GR1367'RIGHT OF WAY FENCE.
 GR1367'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 GR1367'THE MARK IS 1.1 M BELOW THE HIGHWAY.
 GR1367
 GR1367                          STATION RECOVERY (1995)
 GR1367
 GR1367'RECOVERY NOTE BY US POWER SQUADRON 1995
 GR1367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1336 ***********************************************************************
 GR1336  DESIGNATION -  B 407
 GR1336  PID         -  GR1336
 GR1336  STATE/COUNTY-  NV/CLARK
 GR1336  USGS QUAD   -  CORN CREEK SPRINGS NW (1974)
 GR1336
 GR1336                         *CURRENT SURVEY CONTROL
 GR1336  ___________________________________________________________________
 GR1336* NAD 83(1986)-  36 29 10.     (N)    115 28 55.     (W)     SCALED    
 GR1336* NAVD 88     -      1003.595  (meters)    3292.63   (feet)  ADJUSTED  
 GR1336  ___________________________________________________________________
 GR1336  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 GR1336  DYNAMIC HT  -        1002.499 (meters)    3289.03  (feet)  COMP
 GR1336  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 GR1336
 GR1336  VERT ORDER  -  FIRST     CLASS II
 GR1336
 GR1336.The horizontal coordinates were scaled from a topographic map and have
 GR1336.an estimated accuracy of +/- 6 seconds.
 GR1336
 GR1336.The orthometric height was determined by differential leveling
 GR1336.and adjusted by the National Geodetic Survey in June 1991..
 GR1336
 GR1336.The geoid height was determined by GEOID03.
 GR1336
 GR1336.The dynamic height is computed by dividing the NAVD 88
 GR1336.geopotential number by the normal gravity value computed on the
 GR1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1336.degrees latitude (g = 980.6199 gals.).
 GR1336
 GR1336.The modeled gravity was interpolated from observed gravity values.
 GR1336
 GR1336;                    North         East    Units  Estimated Accuracy
 GR1336;SPC NV E     - 8,192,610.      209,080.      MT  (+/- 180 meters Scaled)
 GR1336
 GR1336                          SUPERSEDED SURVEY CONTROL
 GR1336
 GR1336  NGVD 29 (05/01/91) 1002.783  (m)         3289.96   (f) ADJUSTED    1 2
 GR1336
 GR1336.Superseded values are not recommended for survey control.
 GR1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1336.See file dsdata.txt to determine how the superseded data were derived.
 GR1336
 GR1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA359389(NAD 83)
 GR1336_MARKER: I = METAL ROD
 GR1336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1336_SP_SET: STAINLESS STEEL ROD
 GR1336_STAMPING: B 407 1983
 GR1336_MARK LOGO: NGS   
 GR1336_PROJECTION: FLUSH
 GR1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR1336+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2001
 GR1336_ROD/PIPE-DEPTH: 2.7  meters
 GR1336
 GR1336  HISTORY     - Date     Condition        Report By
 GR1336  HISTORY     - 1983     MONUMENTED       NGS
 GR1336  HISTORY     - 20010404 GOOD             JCLS
 GR1336
 GR1336                          STATION DESCRIPTION
 GR1336
 GR1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1336'19.8 KM (12.3 MI) SE FROM INDIAN SPRINGS.
 GR1336'19.8 KM (12.35 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE POST OFFICE
 GR1336'IN INDIAN SPRINGS, 1.6 KM (1.0 MI) NORTHWEST OF THE JUNCTION OF STATE
 GR1336'HIGHWAY 156, 36.0 METERS (118 FT) NORTH OF MILEPOST 107, 32.4 METERS
 GR1336'(106.5 FT) NORTHEAST OF THE NORTH BOUND CENTERLINE, 34.4 METERS (113
 GR1336'FT) NORTH OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 30-INCH
 GR1336'CORRUGATED METAL PIPE CULVERT.
 GR1336'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 GR1336'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 GR1336
 GR1336                          STATION RECOVERY (2001)
 GR1336
 GR1336'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 GR1336' 
 GR1336' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1360 ***********************************************************************
 GR1360  DESIGNATION -  B 408
 GR1360  PID         -  GR1360
 GR1360  STATE/COUNTY-  NV/NYE
 GR1360  USGS QUAD   -  NIAVI WASH (1984)
 GR1360
 GR1360                         *CURRENT SURVEY CONTROL
 GR1360  ___________________________________________________________________
 GR1360* NAD 83(1986)-  36 35 24.     (N)    115 55 41.     (W)     SCALED    
 GR1360* NAVD 88     -      1101.954  (meters)    3615.33   (feet)  ADJUSTED  
 GR1360  ___________________________________________________________________
 GR1360  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 GR1360  DYNAMIC HT  -        1100.766 (meters)    3611.43  (feet)  COMP
 GR1360  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 GR1360
 GR1360  VERT ORDER  -  FIRST     CLASS II
 GR1360
 GR1360.The horizontal coordinates were scaled from a topographic map and have
 GR1360.an estimated accuracy of +/- 6 seconds.
 GR1360
 GR1360.The orthometric height was determined by differential leveling
 GR1360.and adjusted by the National Geodetic Survey in June 1991..
 GR1360
 GR1360.The geoid height was determined by GEOID03.
 GR1360
 GR1360.The dynamic height is computed by dividing the NAVD 88
 GR1360.geopotential number by the normal gravity value computed on the
 GR1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1360.degrees latitude (g = 980.6199 gals.).
 GR1360
 GR1360.The modeled gravity was interpolated from observed gravity values.
 GR1360
 GR1360;                    North         East    Units  Estimated Accuracy
 GR1360;SPC NV C     - 6,204,390.      566,090.      MT  (+/- 180 meters Scaled)
 GR1360
 GR1360                          SUPERSEDED SURVEY CONTROL
 GR1360
 GR1360  NGVD 29 (05/01/91) 1101.112  (m)         3612.57   (f) ADJUSTED    1 2
 GR1360
 GR1360.Superseded values are not recommended for survey control.
 GR1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1360.See file dsdata.txt to determine how the superseded data were derived.
 GR1360
 GR1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA958499(NAD 83)
 GR1360_MARKER: I = METAL ROD
 GR1360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1360_SP_SET: STAINLESS STEEL ROD
 GR1360_STAMPING: B 408 1983
 GR1360_MARK LOGO: NGS   
 GR1360_PROJECTION: FLUSH
 GR1360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1360+STABILITY: POSITION/ELEVATION WELL
 GR1360_ROD/PIPE-DEPTH: 11.6 meters
 GR1360
 GR1360  HISTORY     - Date     Condition        Report By
 GR1360  HISTORY     - 1983     MONUMENTED       NGS
 GR1360
 GR1360                          STATION DESCRIPTION
 GR1360
 GR1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1360'23.6 KM (14.7 MI) WEST FROM INDIAN SPRINGS.
 GR1360'23.6 KM (14.75 MI) WEST ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 GR1360'INDIAN SPRINGS, 38.7 METERS (127 FT) EAST OF MILEPOST 2, 24.6 METERS
 GR1360'(81 FT) NORTHEAST OF THE WEST BOUND CENTERLINE, 0.6 METER (2 FT) SOUTH
 GR1360'OF THE RIGHT OF WAY FENCE.
 GR1360'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 GR1360'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0476 ***********************************************************************
 GS0476  DESIGNATION -  B 409
 GS0476  PID         -  GS0476
 GS0476  STATE/COUNTY-  NV/NYE
 GS0476  USGS QUAD   -  BIG DUNE (1986)
 GS0476
 GS0476                         *CURRENT SURVEY CONTROL
 GS0476  ___________________________________________________________________
 GS0476* NAD 83(1986)-  36 41 54.     (N)    116 34 45.     (W)     SCALED    
 GS0476* NAVD 88     -       787.353  (meters)    2583.17   (feet)  ADJUSTED  
 GS0476  ___________________________________________________________________
 GS0476  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GS0476  DYNAMIC HT  -         786.561 (meters)    2580.58  (feet)  COMP
 GS0476  MODELED GRAV-     979,599.2   (mgal)                       NAVD 88
 GS0476
 GS0476  VERT ORDER  -  FIRST     CLASS II
 GS0476
 GS0476.The horizontal coordinates were scaled from a topographic map and have
 GS0476.an estimated accuracy of +/- 6 seconds.
 GS0476
 GS0476.The orthometric height was determined by differential leveling
 GS0476.and adjusted by the National Geodetic Survey in June 1991..
 GS0476
 GS0476.The geoid height was determined by GEOID03.
 GS0476
 GS0476.The dynamic height is computed by dividing the NAVD 88
 GS0476.geopotential number by the normal gravity value computed on the
 GS0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0476.degrees latitude (g = 980.6199 gals.).
 GS0476
 GS0476.The modeled gravity was interpolated from observed gravity values.
 GS0476
 GS0476;                    North         East    Units  Estimated Accuracy
 GS0476;SPC NV C     - 6,216,160.      507,820.      MT  (+/- 180 meters Scaled)
 GS0476
 GS0476                          SUPERSEDED SURVEY CONTROL
 GS0476
 GS0476  NGVD 29 (05/01/91)  786.539  (m)         2580.50   (f) ADJUSTED    1 2
 GS0476
 GS0476.Superseded values are not recommended for survey control.
 GS0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0476.See file dsdata.txt to determine how the superseded data were derived.
 GS0476
 GS0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA375614(NAD 83)
 GS0476_MARKER: I = METAL ROD
 GS0476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0476_SP_SET: STAINLESS STEEL ROD
 GS0476_STAMPING: B 409 1983
 GS0476_MARK LOGO: NGS   
 GS0476_PROJECTION: FLUSH
 GS0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0476_ROD/PIPE-DEPTH: 7.3  meters
 GS0476
 GS0476  HISTORY     - Date     Condition        Report By
 GS0476  HISTORY     - 1983     MONUMENTED       NGS
 GS0476
 GS0476                          STATION DESCRIPTION
 GS0476
 GS0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0476'17.0 KM (10.6 MI) NW FROM LATHROP WELLS.
 GS0476'17.05 KM (10.65 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0476'STATE HIGHWAY 373 IN LATHROP WELLS, 55.1 METERS (181 FT) SOUTHWEST OF
 GS0476'MILEPOST 41, 61.9 METERS (203 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 GS0476'32.3 METERS (106 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, 5.3 METERS
 GS0476'(17.5 FT) SOUTHEAST OF A POWER POLE AND IN LINE WITH THE POWER POLES.
 GS0476'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 GS0476'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0385 ***********************************************************************
 MT0385  DESIGNATION -  B 41
 MT0385  PID         -  MT0385
 MT0385  STATE/COUNTY-  NV/ELKO
 MT0385  USGS QUAD   -  JARBIDGE SOUTH (1986)
 MT0385
 MT0385                         *CURRENT SURVEY CONTROL
 MT0385  ___________________________________________________________________
 MT0385* NAD 83(1986)-  41 48 03.     (N)    115 28 44.     (W)     SCALED    
 MT0385* NAVD 88     -      2520.590  (meters)    8269.64   (feet)  ADJUSTED  
 MT0385  ___________________________________________________________________
 MT0385  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 MT0385  DYNAMIC HT  -        2518.333 (meters)    8262.23  (feet)  COMP
 MT0385  MODELED GRAV-     979,635.1   (mgal)                       NAVD 88
 MT0385
 MT0385  VERT ORDER  -  SECOND    CLASS 0
 MT0385
 MT0385.The horizontal coordinates were scaled from a topographic map and have
 MT0385.an estimated accuracy of +/- 6 seconds.
 MT0385
 MT0385.The orthometric height was determined by differential leveling
 MT0385.and adjusted by the National Geodetic Survey in June 1991..
 MT0385
 MT0385.The geoid height was determined by GEOID03.
 MT0385
 MT0385.The dynamic height is computed by dividing the NAVD 88
 MT0385.geopotential number by the normal gravity value computed on the
 MT0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0385.degrees latitude (g = 980.6199 gals.).
 MT0385
 MT0385.The modeled gravity was interpolated from observed gravity values.
 MT0385
 MT0385;                    North         East    Units  Estimated Accuracy
 MT0385;SPC NV E     - 8,782,580.      208,680.      MT  (+/- 180 meters Scaled)
 MT0385
 MT0385                          SUPERSEDED SURVEY CONTROL
 MT0385
 MT0385  NGVD 29 (??/??/92) 2519.183  (m)         8265.02   (f) ADJ UNCH    2 0
 MT0385
 MT0385.Superseded values are not recommended for survey control.
 MT0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0385.See file dsdata.txt to determine how the superseded data were derived.
 MT0385
 MT0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG263287(NAD 83)
 MT0385_MARKER: DB = BENCH MARK DISK
 MT0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0385_STAMPING: B-41 1934
 MT0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0385+STABILITY: SURFACE MOTION
 MT0385
 MT0385  HISTORY     - Date     Condition        Report By
 MT0385  HISTORY     - 1934     MONUMENTED       CGS
 MT0385
 MT0385                          STATION DESCRIPTION
 MT0385
 MT0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0385'8.3 MI S FROM JARBIDGE.
 MT0385'8.3 MILES SOUTH OF PUBLIC SCHOOL AT JARBIDGE 104 FEET SOUTHWEST OF TEN
 MT0385'FOOT WOODEN BRIDGE OVER SMALL CREEK.  2 FEET ABOVE LEVEL OF ROAD. 40
 MT0385'FEET SOUTH OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0434 ***********************************************************************
 JQ0434  DESIGNATION -  B 410
 JQ0434  PID         -  JQ0434
 JQ0434  STATE/COUNTY-  NV/NYE
 JQ0434  USGS QUAD   -  TONOPAH (1982)
 JQ0434
 JQ0434                         *CURRENT SURVEY CONTROL
 JQ0434  ___________________________________________________________________
 JQ0434* NAD 83(1986)-  38 03 38.     (N)    117 13 13.     (W)     SCALED    
 JQ0434* NAVD 88     -      1877.624  (meters)    6160.17   (feet)  ADJUSTED  
 JQ0434  ___________________________________________________________________
 JQ0434  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 JQ0434  DYNAMIC HT  -        1875.489 (meters)    6153.17  (feet)  COMP
 JQ0434  MODELED GRAV-     979,425.3   (mgal)                       NAVD 88
 JQ0434
 JQ0434  VERT ORDER  -  FIRST     CLASS II
 JQ0434
 JQ0434.The horizontal coordinates were scaled from a topographic map and have
 JQ0434.an estimated accuracy of +/- 6 seconds.
 JQ0434
 JQ0434.The orthometric height was determined by differential leveling
 JQ0434.and adjusted by the National Geodetic Survey in June 1991..
 JQ0434
 JQ0434.The geoid height was determined by GEOID03.
 JQ0434
 JQ0434.The dynamic height is computed by dividing the NAVD 88
 JQ0434.geopotential number by the normal gravity value computed on the
 JQ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0434.degrees latitude (g = 980.6199 gals.).
 JQ0434
 JQ0434.The modeled gravity was interpolated from observed gravity values.
 JQ0434
 JQ0434;                    North         East    Units  Estimated Accuracy
 JQ0434;SPC NV C     - 6,367,470.      451,420.      MT  (+/- 180 meters Scaled)
 JQ0434
 JQ0434                          SUPERSEDED SURVEY CONTROL
 JQ0434
 JQ0434  NGVD 29 (05/01/91) 1876.367  (m)         6156.05   (f) ADJUSTED    1 2
 JQ0434
 JQ0434.Superseded values are not recommended for survey control.
 JQ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0434.See file dsdata.txt to determine how the superseded data were derived.
 JQ0434
 JQ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC806125(NAD 83)
 JQ0434_MARKER: DB = BENCH MARK DISK
 JQ0434_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0434_SP_SET: ROCK OUTCROP
 JQ0434_STAMPING: B 410 1983
 JQ0434_MARK LOGO: NGS   
 JQ0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0434+STABILITY: POSITION/ELEVATION WELL
 JQ0434
 JQ0434  HISTORY     - Date     Condition        Report By
 JQ0434  HISTORY     - 1983     MONUMENTED       NGS
 JQ0434  HISTORY     - 1984     GOOD             NGS
 JQ0434  HISTORY     - 1984     GOOD             NGS
 JQ0434
 JQ0434                          STATION DESCRIPTION
 JQ0434
 JQ0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JQ0434'0.5 KM (0.3 MI) SE FROM TONOPAH.
 JQ0434'0.5 KM (0.3 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 JQ0434'STATE HIGHWAY 6 IN TONOPAH, IN TOP OF A MASSIVE OUTCROP PROJECTING 3
 JQ0434'FEET ABOVE THE SURFACE OF THE GROUND, 123.4 METERS (405 FT) SOUTHWEST
 JQ0434'OF THE T-JUNCTION OF LOGAN FIELD ROAD, 82.2 METERS (270 FT) SOUTHWEST
 JQ0434'OF BM B 15, 68.5 METERS (225 FT) NORTH OF THE NORTHWEST CORNER OF THE
 JQ0434'CENTRAL NEVADA MUSEUM, 13.7 METERS (45 FT) NORTHWEST OF THE LOGAN
 JQ0434'FIELD ROAD CENTERLINE.
 JQ0434'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 JQ0434'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 JQ0434
 JQ0434                          STATION RECOVERY (1984)
 JQ0434
 JQ0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0434'RECOVERED IN GOOD CONDITION.
 JQ0434
 JQ0434                          STATION RECOVERY (1984)
 JQ0434
 JQ0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0836 ***********************************************************************
 HQ0836  DESIGNATION -  B 411
 HQ0836  PID         -  HQ0836
 HQ0836  STATE/COUNTY-  NV/ESMERALDA
 HQ0836  USGS QUAD   -  GOLDFIELD (1987)
 HQ0836
 HQ0836                         *CURRENT SURVEY CONTROL
 HQ0836  ___________________________________________________________________
 HQ0836* NAD 83(1986)-  37 37 46.     (N)    117 13 03.     (W)     SCALED    
 HQ0836* NAVD 88     -      1650.421  (meters)    5414.76   (feet)  ADJUSTED  
 HQ0836  ___________________________________________________________________
 HQ0836  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 HQ0836  DYNAMIC HT  -        1648.565 (meters)    5408.67  (feet)  COMP
 HQ0836  MODELED GRAV-     979,447.4   (mgal)                       NAVD 88
 HQ0836
 HQ0836  VERT ORDER  -  FIRST     CLASS II
 HQ0836
 HQ0836.The horizontal coordinates were scaled from a topographic map and have
 HQ0836.an estimated accuracy of +/- 6 seconds.
 HQ0836
 HQ0836.The orthometric height was determined by differential leveling
 HQ0836.and adjusted by the National Geodetic Survey in June 1991..
 HQ0836
 HQ0836.The geoid height was determined by GEOID03.
 HQ0836
 HQ0836.The dynamic height is computed by dividing the NAVD 88
 HQ0836.geopotential number by the normal gravity value computed on the
 HQ0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0836.degrees latitude (g = 980.6199 gals.).
 HQ0836
 HQ0836.The modeled gravity was interpolated from observed gravity values.
 HQ0836
 HQ0836;                    North         East    Units  Estimated Accuracy
 HQ0836;SPC NV W     - 4,320,360.      920,560.      MT  (+/- 180 meters Scaled)
 HQ0836
 HQ0836                          SUPERSEDED SURVEY CONTROL
 HQ0836
 HQ0836  NGVD 29 (05/01/91) 1649.290  (m)         5411.05   (f) ADJUSTED    1 2
 HQ0836
 HQ0836.Superseded values are not recommended for survey control.
 HQ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0836.See file dsdata.txt to determine how the superseded data were derived.
 HQ0836
 HQ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB808647(NAD 83)
 HQ0836_MARKER: DB = BENCH MARK DISK
 HQ0836_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0836_SP_SET: ROCK OUTCROP
 HQ0836_STAMPING: B 411 1983
 HQ0836_MARK LOGO: NGS   
 HQ0836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0836+STABILITY: POSITION/ELEVATION WELL
 HQ0836
 HQ0836  HISTORY     - Date     Condition        Report By
 HQ0836  HISTORY     - 1983     MONUMENTED       NGS
 HQ0836
 HQ0836                          STATION DESCRIPTION
 HQ0836
 HQ0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0836'9.5 KM (5.9 MI) SOUTH FROM GOLDFIELD.
 HQ0836'9.5 KM (5.9 MI) SOUTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0836'GOLDFIELD, AT THE T-JUNCTION OF A DIRT ROAD LEADING WEST, IN TOP OF A
 HQ0836'SMALL PORTION OF OUTCROP IN A DRAINAGE DITCH AT THE NORTH END OF A LOW
 HQ0836'CUT FOR THE OLD ROAD BED, 48.7 METERS (160 FT) EAST OF THE HIGHWAY
 HQ0836'CENTERLINE, 36.5 METERS (120 FT) NORTH OF THE EXTENDED CENTER OF A
 HQ0836'ROAD LEADING WEST, 45.7 METERS (150 FT) SOUTHEAST OF THE EAST END OF A
 HQ0836'BOX CULVERT, 2.0 METERS (6.6 FT) ABOVE THE EAST RIGHT-OF-WAY FENCE.
 HQ0836'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 HQ0836'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0797 ***********************************************************************
 HQ0797  DESIGNATION -  B 412
 HQ0797  PID         -  HQ0797
 HQ0797  STATE/COUNTY-  NV/NYE
 HQ0797  USGS QUAD   -  SPRINGDALE NW (1986)
 HQ0797
 HQ0797                         *CURRENT SURVEY CONTROL
 HQ0797  ___________________________________________________________________
 HQ0797* NAD 83(1986)-  37 10 33.     (N)    116 55 19.     (W)     SCALED    
 HQ0797* NAVD 88     -      1232.306  (meters)    4042.99   (feet)  ADJUSTED  
 HQ0797  ___________________________________________________________________
 HQ0797  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 HQ0797  DYNAMIC HT  -        1230.968 (meters)    4038.60  (feet)  COMP
 HQ0797  MODELED GRAV-     979,503.3   (mgal)                       NAVD 88
 HQ0797
 HQ0797  VERT ORDER  -  FIRST     CLASS II
 HQ0797
 HQ0797.The horizontal coordinates were scaled from a topographic map and have
 HQ0797.an estimated accuracy of +/- 6 seconds.
 HQ0797
 HQ0797.The orthometric height was determined by differential leveling
 HQ0797.and adjusted by the National Geodetic Survey in June 1991..
 HQ0797
 HQ0797.The geoid height was determined by GEOID03.
 HQ0797
 HQ0797.The dynamic height is computed by dividing the NAVD 88
 HQ0797.geopotential number by the normal gravity value computed on the
 HQ0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0797.degrees latitude (g = 980.6199 gals.).
 HQ0797
 HQ0797.The modeled gravity was interpolated from observed gravity values.
 HQ0797
 HQ0797;                    North         East    Units  Estimated Accuracy
 HQ0797;SPC NV C     - 6,269,170.      477,330.      MT  (+/- 180 meters Scaled)
 HQ0797
 HQ0797                          SUPERSEDED SURVEY CONTROL
 HQ0797
 HQ0797  NGVD 29 (05/01/91) 1231.309  (m)         4039.72   (f) ADJUSTED    1 2
 HQ0797
 HQ0797.Superseded values are not recommended for survey control.
 HQ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0797.See file dsdata.txt to determine how the superseded data were derived.
 HQ0797
 HQ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB069143(NAD 83)
 HQ0797_MARKER: I = METAL ROD
 HQ0797_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HQ0797_SP_SET: STAINLESS STEEL ROD
 HQ0797_STAMPING: B 412 1983
 HQ0797_MARK LOGO: NGS   
 HQ0797_PROJECTION: FLUSH
 HQ0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0797_ROD/PIPE-DEPTH: 7.3  meters
 HQ0797
 HQ0797  HISTORY     - Date     Condition        Report By
 HQ0797  HISTORY     - 1983     MONUMENTED       NGS
 HQ0797
 HQ0797                          STATION DESCRIPTION
 HQ0797
 HQ0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0797'38.8 KM (24.3 MI) NORTH FROM BEATTY.
 HQ0797'38.85 KM (24.3 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 HQ0797'STATE HIGHWAY 374 IN BEATTY, 7.15 KM (4.45 MI) NORTHWEST OF THE
 HQ0797'T-JUNCTION OF A PAVED ROAD LEADING NORTHEAST INTO NELLIS AIR FORCE
 HQ0797'RANGE, IN THE EAST CORNER OF A DIRT ROAD LEADING NORTHEAST TO TWO
 HQ0797'BORROW PITS, 142.3 METERS (467 FT) NORTH OF MILEPOST 84, 64.3 METERS
 HQ0797'(221 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 19.5 METERS (64 FT)
 HQ0797'SOUTHEAST OF THE CENTER OF THE DIRT ROAD, 3.3 METERS (11 FT) NORTHWEST
 HQ0797'OF A TELEPHONE POLE AND IN LINE WITH THE POLES.
 HQ0797'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 HQ0797'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0825 ***********************************************************************
 HQ0825  DESIGNATION -  B 413
 HQ0825  PID         -  HQ0825
 HQ0825  STATE/COUNTY-  NV/ESMERALDA
 HQ0825  USGS QUAD   -  STONEWALL PASS (1968)
 HQ0825
 HQ0825                         *CURRENT SURVEY CONTROL
 HQ0825  ___________________________________________________________________
 HQ0825* NAD 83(1986)-  37 27 50.     (N)    117 10 22.     (W)     SCALED    
 HQ0825* NAVD 88     -      1408.376  (meters)    4620.65   (feet)  ADJUSTED  
 HQ0825  ___________________________________________________________________
 HQ0825  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 HQ0825  DYNAMIC HT  -        1406.836 (meters)    4615.59  (feet)  COMP
 HQ0825  MODELED GRAV-     979,488.1   (mgal)                       NAVD 88
 HQ0825
 HQ0825  VERT ORDER  -  FIRST     CLASS II
 HQ0825
 HQ0825.The horizontal coordinates were scaled from a topographic map and have
 HQ0825.an estimated accuracy of +/- 6 seconds.
 HQ0825
 HQ0825.The orthometric height was determined by differential leveling
 HQ0825.and adjusted by the National Geodetic Survey in June 1991..
 HQ0825
 HQ0825.The geoid height was determined by GEOID03.
 HQ0825
 HQ0825.The dynamic height is computed by dividing the NAVD 88
 HQ0825.geopotential number by the normal gravity value computed on the
 HQ0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0825.degrees latitude (g = 980.6199 gals.).
 HQ0825
 HQ0825.The modeled gravity was interpolated from observed gravity values.
 HQ0825
 HQ0825;                    North         East    Units  Estimated Accuracy
 HQ0825;SPC NV W     - 4,302,040.      924,780.      MT  (+/- 180 meters Scaled)
 HQ0825
 HQ0825                          SUPERSEDED SURVEY CONTROL
 HQ0825
 HQ0825  NGVD 29 (05/01/91) 1407.313  (m)         4617.16   (f) ADJUSTED    1 2
 HQ0825
 HQ0825.Superseded values are not recommended for survey control.
 HQ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0825.See file dsdata.txt to determine how the superseded data were derived.
 HQ0825
 HQ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB847463(NAD 83)
 HQ0825_MARKER: I = METAL ROD
 HQ0825_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HQ0825+WITH SETTING: INFORMATION.
 HQ0825_SP_SET: STAINLESS STEEL ROD
 HQ0825_STAMPING: B 413 1983
 HQ0825_MARK LOGO: NGS   
 HQ0825_PROJECTION: FLUSH
 HQ0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0825_ROD/PIPE-DEPTH: 1.0  meters
 HQ0825
 HQ0825  HISTORY     - Date     Condition        Report By
 HQ0825  HISTORY     - 1983     MONUMENTED       NGS
 HQ0825
 HQ0825                          STATION DESCRIPTION
 HQ0825
 HQ0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0825'27.9 KM (17.3 MI) SOUTH FROM GOLDFIELD.
 HQ0825'27.9 KM (17.3 MI) SOUTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0825'GOLDENADLE, 4.4 KM (2.75 MI) SOUTH OF THE T-JUNCTION OF STATE HIGHWAY
 HQ0825'266, 0.7 KM (0.4 MI) NORTH OF MILEPOST 1, 91.3 METERS (299.5 FT) EAST
 HQ0825'OF THE HIGHWAY CENTERLINE, 80.4 METERS (264 FT) NORTHEAST OF THE EAST
 HQ0825'END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 0.9 METER (3 FT)
 HQ0825'NORTHWEST OF THE SOUTH END OF A STEEL PIPE RIGHT-OF-WAY FENCE BRACE,
 HQ0825'0.5 METER (1.5 FT) WEST OF THE RIGHT-OF-WAY FENCE.  NOTE ROD IS
 HQ0825'BELIEVED TO BE IMBEDDED IN VOLCANIC ROCK WHICH IS PROMINENT IN CUTS IN
 HQ0825'THE AREA.
 HQ0825'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 HQ0825'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0359 ***********************************************************************
 MU0359  DESIGNATION -  B 414
 MU0359  PID         -  MU0359
 MU0359  STATE/COUNTY-  NV/ELKO
 MU0359  USGS QUAD   -  WATER PIPE CANYON (1987)
 MU0359
 MU0359                         *CURRENT SURVEY CONTROL
 MU0359  ___________________________________________________________________
 MU0359* NAD 83(1986)-  41 20 10.     (N)    116 06 39.     (W)     SCALED    
 MU0359* NAVD 88     -      1748.783  (meters)    5737.47   (feet)  ADJUSTED  
 MU0359  ___________________________________________________________________
 MU0359  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 MU0359  DYNAMIC HT  -        1747.344 (meters)    5732.74  (feet)  COMP
 MU0359  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 MU0359
 MU0359  VERT ORDER  -  FIRST     CLASS II
 MU0359
 MU0359.The horizontal coordinates were scaled from a topographic map and have
 MU0359.an estimated accuracy of +/- 6 seconds.
 MU0359
 MU0359.The orthometric height was determined by differential leveling
 MU0359.and adjusted by the National Geodetic Survey in June 1991..
 MU0359
 MU0359.The geoid height was determined by GEOID03.
 MU0359
 MU0359.The dynamic height is computed by dividing the NAVD 88
 MU0359.geopotential number by the normal gravity value computed on the
 MU0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0359.degrees latitude (g = 980.6199 gals.).
 MU0359
 MU0359.The modeled gravity was interpolated from observed gravity values.
 MU0359
 MU0359;                    North         East    Units  Estimated Accuracy
 MU0359;SPC NV E     - 8,731,100.      155,850.      MT  (+/- 180 meters Scaled)
 MU0359
 MU0359                          SUPERSEDED SURVEY CONTROL
 MU0359
 MU0359.No superseded survey control is available for this station.
 MU0359
 MU0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF743764(NAD 83)
 MU0359_MARKER: I = METAL ROD
 MU0359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0359_SP_SET: STAINLESS STEEL ROD
 MU0359_STAMPING: B 414 1983
 MU0359_MARK LOGO: NGS   
 MU0359_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0359
 MU0359  HISTORY     - Date     Condition        Report By
 MU0359  HISTORY     - 1983     MONUMENTED       NGS
 MU0359  HISTORY     - 19840601 GOOD             NGS
 MU0359
 MU0359                          STATION DESCRIPTION
 MU0359
 MU0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0359'LOCATION--27.7 KM (17.3 MI) SOUTH OF DEEP CREEK. 27.7 KM (17.3 MI)
 MU0359'SOUTH ALONG STATE HIGHWAY 226 FROM THE BRIDGE AT DEEP CREEK, AT A
 MU0359'CROSSROAD, 14.6 M (48 FT) WEST OF THE HIGHWAY CENTERLINE, 65.2 M (214
 MU0359'FT) SOUTH OF MILEPOST 22, 21.6 M (71 FT) SOUTH OF THE CENTER OF A
 MU0359'GRAVEL ROAD LEADING WEST AND 17.1 M (56 FT) SOUTH OF THE SOUTH EDGE OF
 MU0359'A CATTLE GUARD.  A STAINLESS STEEL ROD SET TO THE DEPTH OF 17.0 M
 MU0359'ENCASED IN A PIPE FLUSH WITH THE GROUND.  0.0 M ABOVE THE HIGHWAY.
 MU0359'0.0 M SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0671 ***********************************************************************
 MT0671  DESIGNATION -  B 415
 MT0671  PID         -  MT0671
 MT0671  STATE/COUNTY-  NV/ELKO
 MT0671  USGS QUAD   -  WIELAND FLAT (1982)
 MT0671
 MT0671                         *CURRENT SURVEY CONTROL
 MT0671  ___________________________________________________________________
 MT0671* NAD 83(1986)-  41 08 10.     (N)    115 51 03.     (W)     SCALED    
 MT0671* NAVD 88     -      1800.292  (meters)    5906.46   (feet)  ADJUSTED  
 MT0671  ___________________________________________________________________
 MT0671  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 MT0671  DYNAMIC HT  -        1798.747 (meters)    5901.39  (feet)  COMP
 MT0671  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 MT0671
 MT0671  VERT ORDER  -  FIRST     CLASS II
 MT0671
 MT0671.The horizontal coordinates were scaled from a topographic map and have
 MT0671.an estimated accuracy of +/- 6 seconds.
 MT0671
 MT0671.The orthometric height was determined by differential leveling
 MT0671.and adjusted by the National Geodetic Survey in June 1991..
 MT0671
 MT0671.The geoid height was determined by GEOID03.
 MT0671
 MT0671.The dynamic height is computed by dividing the NAVD 88
 MT0671.geopotential number by the normal gravity value computed on the
 MT0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0671.degrees latitude (g = 980.6199 gals.).
 MT0671
 MT0671.The modeled gravity was interpolated from observed gravity values.
 MT0671
 MT0671;                    North         East    Units  Estimated Accuracy
 MT0671;SPC NV E     - 8,708,790.      177,540.      MT  (+/- 180 meters Scaled)
 MT0671
 MT0671                          SUPERSEDED SURVEY CONTROL
 MT0671
 MT0671.No superseded survey control is available for this station.
 MT0671
 MT0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF964545(NAD 83)
 MT0671_MARKER: I = METAL ROD
 MT0671_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0671_SP_SET: STAINLESS STEEL ROD
 MT0671_STAMPING: B 415 1983
 MT0671_MARK LOGO: NGS   
 MT0671_MAGNETIC: I = MARKER IS A STEEL ROD
 MT0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0671
 MT0671  HISTORY     - Date     Condition        Report By
 MT0671  HISTORY     - 1983     MONUMENTED       NGS
 MT0671  HISTORY     - 19840601 GOOD             NGS
 MT0671
 MT0671                          STATION DESCRIPTION
 MT0671
 MT0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MT0671'LOCATION--40.7 KM (25.3 MI) NORTH OF ELKO. 40.7 KM (25.3 MI) NORTH
 MT0671'ALONG STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80 AT ELKO,
 MT0671'0.2 KM (0.15 MI) SOUTH OF MILEPOST 53, 1.4 KM (0.9 MI) NORTH OF A HIGH
 MT0671'TENSION POWER LINE, AT A DIM TRACK ROAD LEADING EAST, 62.4 M (205 FT)
 MT0671'EAST OF THE HIGHWAY CENTERLINE, 5.4 M (18 FT) NORTH OF THE CENTER OF A
 MT0671'WIRE GATE AND 0.3 M (1 FT) WEST OF THE RIGHT OF WAY FENCE.  A
 MT0671'STAINLESS STEEL ROD SET TO THE DEPTH OF 8.5 M ENCASED IN A PIPE FLUSH
 MT0671'WITH THE GROUND.  0.3 M BELOW THE HIGHWAY.  0.5 M SOUTH FROM A WITNESS
 MT0671'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0567 ***********************************************************************
 LQ0567  DESIGNATION -  B 416
 LQ0567  PID         -  LQ0567
 LQ0567  STATE/COUNTY-  NV/ELKO
 LQ0567  USGS QUAD   -  ELKO WEST (1975)
 LQ0567
 LQ0567                         *CURRENT SURVEY CONTROL
 LQ0567  ___________________________________________________________________
 LQ0567* NAD 83(1986)-  40 50 39.     (N)    115 49 21.     (W)     SCALED    
 LQ0567* NAVD 88     -      1630.719  (meters)    5350.12   (feet)  ADJUSTED  
 LQ0567  ___________________________________________________________________
 LQ0567  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 LQ0567  DYNAMIC HT  -        1629.352 (meters)    5345.63  (feet)  COMP
 LQ0567  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 LQ0567
 LQ0567  VERT ORDER  -  FIRST     CLASS II
 LQ0567
 LQ0567.The horizontal coordinates were scaled from a topographic map and have
 LQ0567.an estimated accuracy of +/- 6 seconds.
 LQ0567
 LQ0567.The orthometric height was determined by differential leveling
 LQ0567.and adjusted by the National Geodetic Survey in June 1991..
 LQ0567
 LQ0567.The geoid height was determined by GEOID03.
 LQ0567
 LQ0567.The dynamic height is computed by dividing the NAVD 88
 LQ0567.geopotential number by the normal gravity value computed on the
 LQ0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0567.degrees latitude (g = 980.6199 gals.).
 LQ0567
 LQ0567.The modeled gravity was interpolated from observed gravity values.
 LQ0567
 LQ0567;                    North         East    Units  Estimated Accuracy
 LQ0567;SPC NV E     - 8,676,370.      179,830.      MT  (+/- 180 meters Scaled)
 LQ0567
 LQ0567                          SUPERSEDED SURVEY CONTROL
 LQ0567
 LQ0567.No superseded survey control is available for this station.
 LQ0567
 LQ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF992221(NAD 83)
 LQ0567_MARKER: I = METAL ROD
 LQ0567_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LQ0567+WITH SETTING: INFORMATION.
 LQ0567_SP_SET: SHALLOW-SET METAL ROD
 LQ0567_STAMPING: B 416 1983
 LQ0567_MARK LOGO: NGS   
 LQ0567_MAGNETIC: I = MARKER IS A STEEL ROD
 LQ0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0567
 LQ0567  HISTORY     - Date     Condition        Report By
 LQ0567  HISTORY     - 1983     MONUMENTED       NGS
 LQ0567  HISTORY     - 19840601 GOOD             NGS
 LQ0567
 LQ0567                          STATION DESCRIPTION
 LQ0567
 LQ0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 LQ0567'LOCATION--3.2 KM (2.0 MI) NORTH OF ELKO. 3.2 KM (2.0 MI) NORTH ALONG
 LQ0567'STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80 AT ELKO, 0.2 KM
 LQ0567'(0.1 MI) NORTH OF MILEPOST 30, 14.9 M (49 FT) WEST OF THE HIGHWAY
 LQ0567'CENTERLINE1 19.5 M (64 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 LQ0567'BROWN CORRUGATED METAL BUILDING AND 0.3 M (1 FT) EAST OF A T JUNCTION
 LQ0567'FENCE POST.  A SHALLOW-SET METAL ROD SET TO THE DEPTH OF 2.4 M ENCASED
 LQ0567'IN A PIPE FLUSH WITH THE GROUND.  1.0 M ABOVE THE HIGHWAY.  0.3 M EAST
 LQ0567'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0446 ***********************************************************************
 JQ0446  DESIGNATION -  B 417
 JQ0446  PID         -  JQ0446
 JQ0446  STATE/COUNTY-  NV/NYE
 JQ0446  USGS QUAD   -  MC KINNEY TANKS (1986)
 JQ0446
 JQ0446                         *CURRENT SURVEY CONTROL
 JQ0446  ___________________________________________________________________
 JQ0446* NAD 83(1986)-  38 07 15.     (N)    116 53 03.     (W)     SCALED    
 JQ0446* NAVD 88     -      1893.539  (meters)    6212.39   (feet)  ADJUSTED  
 JQ0446  ___________________________________________________________________
 JQ0446  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 JQ0446  DYNAMIC HT  -        1891.406 (meters)    6205.39  (feet)  COMP
 JQ0446  MODELED GRAV-     979,435.4   (mgal)                       NAVD 88
 JQ0446
 JQ0446  VERT ORDER  -  FIRST     CLASS II
 JQ0446
 JQ0446.The horizontal coordinates were scaled from a topographic map and have
 JQ0446.an estimated accuracy of +/- 6 seconds.
 JQ0446
 JQ0446.The orthometric height was determined by differential leveling
 JQ0446.and adjusted by the National Geodetic Survey in June 1991..
 JQ0446
 JQ0446.The geoid height was determined by GEOID03.
 JQ0446
 JQ0446.The dynamic height is computed by dividing the NAVD 88
 JQ0446.geopotential number by the normal gravity value computed on the
 JQ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0446.degrees latitude (g = 980.6199 gals.).
 JQ0446
 JQ0446.The modeled gravity was interpolated from observed gravity values.
 JQ0446
 JQ0446;                    North         East    Units  Estimated Accuracy
 JQ0446;SPC NV C     - 6,374,040.      480,930.      MT  (+/- 180 meters Scaled)
 JQ0446
 JQ0446                          SUPERSEDED SURVEY CONTROL
 JQ0446
 JQ0446.No superseded survey control is available for this station.
 JQ0446
 JQ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC101192(NAD 83)
 JQ0446_MARKER: I = METAL ROD
 JQ0446_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JQ0446+WITH SETTING: INFORMATION.
 JQ0446_SP_SET: SHALLOW SET METAL ROD
 JQ0446_STAMPING: B 417 1984
 JQ0446_MARK LOGO: NGS   
 JQ0446_PROJECTION: FLUSH
 JQ0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0446_ROD/PIPE-DEPTH: 2.1  meters
 JQ0446
 JQ0446  HISTORY     - Date     Condition        Report By
 JQ0446  HISTORY     - 1984     MONUMENTED       NGS
 JQ0446
 JQ0446                          STATION DESCRIPTION
 JQ0446
 JQ0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0446'31.9 KM (19.9 MI) EAST FROM TONOPAH.
 JQ0446'31.9 KM (19.95 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0446'HIGHWAY 95 AT TONOPAH, ON THE EAST SIDE OF A DRY WASH, 0.6 KM
 JQ0446'(0.35 MI) SOUTHWEST OF MILEPOST 22, 66.1 METERS (217 FT) SOUTHEAST OF
 JQ0446'THE HIGHWAY CENTERLINE, 95.4 METERS (313 FT) EAST OF THE SOUTHEAST END
 JQ0446'OF A 24-INCH CORRUGATED METAL PIPE CULVERT AND 3.6 METERS (12 FT)
 JQ0446'SOUTHWEST OF A POWER POLE.
 JQ0446'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JQ0446'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0469 ***********************************************************************
 JQ0469  DESIGNATION -  B 418
 JQ0469  PID         -  JQ0469
 JQ0469  STATE/COUNTY-  NV/NYE
 JQ0469  USGS QUAD   -  TYBO SE (1980)
 JQ0469
 JQ0469                         *CURRENT SURVEY CONTROL
 JQ0469  ___________________________________________________________________
 JQ0469* NAD 83(1986)-  38 20 24.     (N)    116 15 07.     (W)     SCALED    
 JQ0469* NAVD 88     -      1594.398  (meters)    5230.95   (feet)  ADJUSTED  
 JQ0469  ___________________________________________________________________
 JQ0469  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 JQ0469  DYNAMIC HT  -        1592.662 (meters)    5225.26  (feet)  COMP
 JQ0469  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 JQ0469
 JQ0469  VERT ORDER  -  FIRST     CLASS II
 JQ0469
 JQ0469.The horizontal coordinates were scaled from a topographic map and have
 JQ0469.an estimated accuracy of +/- 6 seconds.
 JQ0469
 JQ0469.The orthometric height was determined by differential leveling
 JQ0469.and adjusted by the National Geodetic Survey in June 1991..
 JQ0469
 JQ0469.The geoid height was determined by GEOID03.
 JQ0469
 JQ0469.The dynamic height is computed by dividing the NAVD 88
 JQ0469.geopotential number by the normal gravity value computed on the
 JQ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0469.degrees latitude (g = 980.6199 gals.).
 JQ0469
 JQ0469.The modeled gravity was interpolated from observed gravity values.
 JQ0469
 JQ0469;                    North         East    Units  Estimated Accuracy
 JQ0469;SPC NV C     - 6,398,420.      536,250.      MT  (+/- 180 meters Scaled)
 JQ0469
 JQ0469                          SUPERSEDED SURVEY CONTROL
 JQ0469
 JQ0469.No superseded survey control is available for this station.
 JQ0469
 JQ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC653438(NAD 83)
 JQ0469_MARKER: I = METAL ROD
 JQ0469_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0469_SP_SET: STAINLESS STEEL ROD
 JQ0469_STAMPING: B 418 1984
 JQ0469_MARK LOGO: NGS   
 JQ0469_PROJECTION: FLUSH
 JQ0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0469+STABILITY: POSITION/ELEVATION WELL
 JQ0469_ROD/PIPE-DEPTH: 7.0  meters
 JQ0469
 JQ0469  HISTORY     - Date     Condition        Report By
 JQ0469  HISTORY     - 1984     MONUMENTED       NGS
 JQ0469
 JQ0469                          STATION DESCRIPTION
 JQ0469
 JQ0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0469'19.5 KM (12.2 MI) NE FROM WARM SPRINGS.
 JQ0469'19.5 KM (12.2 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0469'STATE HIGHWAY 375 AT WARM SPRINGS, AT THE SOUTHWEST END OF A LOW CUT,
 JQ0469'0.45 KM (0.3 MI) NORTHEAST OF MILEPOST 63 AND 25.0 METERS (82.5 FT)
 JQ0469'SOUTHEAST OF THE HIGHWAY CENTERLINE.
 JQ0469'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 JQ0469'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0479 ***********************************************************************
 JQ0479  DESIGNATION -  B 419
 JQ0479  PID         -  JQ0479
 JQ0479  STATE/COUNTY-  NV/NYE
 JQ0479  USGS QUAD   -  PALISADE MESA (1980)
 JQ0479
 JQ0479                         *CURRENT SURVEY CONTROL
 JQ0479  ___________________________________________________________________
 JQ0479* NAD 83(1999)-  38 27 36.68501(N)    116 09 11.42434(W)     ADJUSTED  
 JQ0479* NAVD 88     -      1826.115  (meters)    5991.18   (feet)  ADJUSTED  
 JQ0479  ___________________________________________________________________
 JQ0479  EPOCH DATE  -        1999.37
 JQ0479  X           -  -2,204,845.115 (meters)                     COMP
 JQ0479  Y           -  -4,490,096.638 (meters)                     COMP
 JQ0479  Z           -   3,946,691.086 (meters)                     COMP
 JQ0479  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 JQ0479  ELLIP HEIGHT-        1802.45  (meters)          (05/16/00) GPS OBS
 JQ0479  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 JQ0479  DYNAMIC HT  -        1824.096 (meters)    5984.56  (feet)  COMP
 JQ0479  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 JQ0479
 JQ0479  HORZ ORDER  -  A
 JQ0479  VERT ORDER  -  FIRST     CLASS II
 JQ0479  ELLP ORDER  -  FOURTH    CLASS I
 JQ0479
 JQ0479.The horizontal coordinates were established by GPS observations
 JQ0479.and adjusted by the National Geodetic Survey in May 2000..
 JQ0479.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 JQ0479.DATUM ITEM on the data sheet items page.
 JQ0479.The horizontal coordinates are valid at the epoch date displayed above.
 JQ0479.The epoch date for horizontal control is a decimal equivalence
 JQ0479.of Year/Month/Day.
 JQ0479
 JQ0479.The orthometric height was determined by differential leveling
 JQ0479.and adjusted by the National Geodetic Survey in June 1991..
 JQ0479
 JQ0479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JQ0479
 JQ0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0479
 JQ0479.The ellipsoidal height was determined by GPS observations
 JQ0479.and is referenced to NAD 83.
 JQ0479
 JQ0479.The geoid height was determined by GEOID03.
 JQ0479
 JQ0479.The dynamic height is computed by dividing the NAVD 88
 JQ0479.geopotential number by the normal gravity value computed on the
 JQ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0479.degrees latitude (g = 980.6199 gals.).
 JQ0479
 JQ0479.The modeled gravity was interpolated from observed gravity values.
 JQ0479
 JQ0479;                    North         East     Units Scale Factor Converg.
 JQ0479;SPC NV C     - 6,411,804.926   544,813.735   MT  0.99992472   +0 19 09.8
 JQ0479;SPC NV C     -21,036,063.33  1,787,443.06   sFT  0.99992472   +0 19 09.8
 JQ0479;UTM  11      - 4,257,215.697   573,882.716   MT  0.99966722   +0 31 36.2
 JQ0479
 JQ0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0479!SPC NV C     -   0.99971726  x   0.99992472  =   0.99964201
 JQ0479!UTM  11      -   0.99971726  x   0.99966722  =   0.99938458
 JQ0479
 JQ0479                          SUPERSEDED SURVEY CONTROL
 JQ0479
 JQ0479  NAVD 88 (05/16/00) 1826.12   (m)         5991.2    (f) LEVELING    3  
 JQ0479
 JQ0479.Superseded values are not recommended for survey control.
 JQ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0479.See file dsdata.txt to determine how the superseded data were derived.
 JQ0479
 JQ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC7388357216(NAD 83)
 JQ0479_MARKER: DV = VERTICAL CONTROL DISK
 JQ0479_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0479_SP_SET: ROCK OUTCROP
 JQ0479_STAMPING: B 419 1984
 JQ0479_MARK LOGO: NGS   
 JQ0479_MAGNETIC: N = NO MAGNETIC MATERIAL
 JQ0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0479+STABILITY: POSITION/ELEVATION WELL
 JQ0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0479+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1999
 JQ0479
 JQ0479  HISTORY     - Date     Condition        Report By
 JQ0479  HISTORY     - 1984     MONUMENTED       NGS
 JQ0479  HISTORY     - 19990106 GOOD             NGS
 JQ0479
 JQ0479                          STATION DESCRIPTION
 JQ0479
 JQ0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0479'35.6 KM (22.2 MI) NE FROM WARM SPRINGS.
 JQ0479'35.6 KM (22.25 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0479'STATE HIGHWAY 375 AT WARM SPRINGS, AT THE CENTER OF A SHORT HIGHWAY
 JQ0479'FILL, IN TOP OF THE NORTHEAST END OF A 4 BY 4 FOOT PORTION OF RHYOLITE
 JQ0479'OUTCROP PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND, 0.3 KM
 JQ0479'(0.2 MI) NORTHEAST OF MILEPOST 73, 46.2 METERS (151.5 FT) SOUTHEAST OF
 JQ0479'THE HIGHWAY CENTERLINE AND 36.7 METERS (120.5 FT) SOUTHEAST OF THE
 JQ0479'SOUTHWEST END OF THE SOUTHEAST HEADWALL FOR A 30-INCH CORRUGATED METAL
 JQ0479'PIPE CULVERT.
 JQ0479'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 JQ0479'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 JQ0479
 JQ0479                          STATION RECOVERY (1999)
 JQ0479
 JQ0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 JQ0479'THE STATION IS LOCATED ABOUT 109.4 KM (67.95 MI) EAST-NORTHEAST OF
 JQ0479'TONOPAH, 35.8 KM (22.25 MI) NORTHEAST OF WARM SPRINGS, ON THE
 JQ0479'SOUTHEAST SIDE OF US HIGHWAY 6 AND 0.48 KM (0.30 MI) NORTHEAST OF
 JQ0479'MILEPOST 73.  OWNERSHIP--NYE COUNTY.  TO REACH THE STATION FROM THE
 JQ0479'JUNCTION OF US HIGHWAY 6 AND STATE HIGHWAY 375 IN WARM SPRINGS, GO
 JQ0479'NORTHEAST ON HIGHWAY 6 FOR 35.7 KM (22.20 MI) TO THE STATION ON THE
 JQ0479'RIGHT.  THE STATION IS SET IN TOP OF A 1.2 M (3.9 FT) X 1.2 M (3.9 FT)
 JQ0479'ROCK OUTCROP PROJECTING ABOUT 0.18 M (0.59 FT) ABOVE THE GROUND.  IT
 JQ0479'IS 46.2 M (151.6 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY (SLOPE
 JQ0479'MEASUREMENT) , 36.9 M (121.1 FT) SOUTHEAST OF THE SOUTHEAST HEADWALL
 JQ0479'OF A PIPE CULVERT UNDER THE HIGHWAY, 14.9 M (48.9 FT) NORTHWEST OF A
 JQ0479'BARBED WIRE FENCE AND 0.3 M (1.0 FT) NORTHEAST OF A SHORT FIBERGLASS
 JQ0479'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0048 ***********************************************************************
 KP0048  DESIGNATION -  B 42
 KP0048  PID         -  KP0048
 KP0048  STATE/COUNTY-  NV/WHITE PINE
 KP0048  USGS QUAD   -  HOGUM (1987)
 KP0048
 KP0048                         *CURRENT SURVEY CONTROL
 KP0048  ___________________________________________________________________
 KP0048* NAD 83(1986)-  39 03 26.     (N)    114 29 17.     (W)     SCALED    
 KP0048* NAVD 88     -      1755.102  (meters)    5758.20   (feet)  ADJUSTED  
 KP0048  ___________________________________________________________________
 KP0048  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 KP0048  DYNAMIC HT  -        1753.234 (meters)    5752.07  (feet)  COMP
 KP0048  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 KP0048
 KP0048  VERT ORDER  -  FIRST     CLASS II
 KP0048
 KP0048.The horizontal coordinates were scaled from a topographic map and have
 KP0048.an estimated accuracy of +/- 6 seconds.
 KP0048
 KP0048.The orthometric height was determined by differential leveling
 KP0048.and adjusted by the National Geodetic Survey in June 1991..
 KP0048
 KP0048.The geoid height was determined by GEOID03.
 KP0048
 KP0048.The dynamic height is computed by dividing the NAVD 88
 KP0048.geopotential number by the normal gravity value computed on the
 KP0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0048.degrees latitude (g = 980.6199 gals.).
 KP0048
 KP0048.The modeled gravity was interpolated from observed gravity values.
 KP0048
 KP0048;                    North         East    Units  Estimated Accuracy
 KP0048;SPC NV E     - 8,478,520.      294,800.      MT  (+/- 180 meters Scaled)
 KP0048
 KP0048                          SUPERSEDED SURVEY CONTROL
 KP0048
 KP0048  NGVD 29 (??/??/92) 1753.883  (m)         5754.20   (f) ADJ UNCH    1 2
 KP0048
 KP0048.Superseded values are not recommended for survey control.
 KP0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0048.See file dsdata.txt to determine how the superseded data were derived.
 KP0048
 KP0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD173261(NAD 83)
 KP0048_MARKER: DB = BENCH MARK DISK
 KP0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0048_STAMPING: B 42 1934
 KP0048_MARK LOGO: CGS   
 KP0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0048+STABILITY: SURFACE MOTION
 KP0048
 KP0048  HISTORY     - Date     Condition        Report By
 KP0048  HISTORY     - 1934     MONUMENTED       CGS
 KP0048  HISTORY     - 1960     MARK NOT FOUND   NGS
 KP0048  HISTORY     - 1984     GOOD             NGS
 KP0048
 KP0048                          STATION DESCRIPTION
 KP0048
 KP0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KP0048'30.30 MI NW FROM BAKER.
 KP0048'30.3 MILES NORTHWEST ALONG STATE HIGHWAY 73 AND U.S. HIGHWAY 6 FROM
 KP0048'THE GARAGE AT BAKER, 5.9 MILES EAST OF MAJORS PLACE AT THE JUNCTION OF
 KP0048'U.S. HIGHWAY 93, AND 151 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 KP0048'NOTE-- THIS MARK IS LOCATED ALONG THE OLD HIGHWAY.  A NEW HIGHWAY HAS
 KP0048'BEEN BUILT IN THE AREA.
 KP0048
 KP0048                          STATION RECOVERY (1984)
 KP0048
 KP0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0048'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.7 KM
 KP0048'(5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0048'OFFICE AT BAKER, THENCE 40.45 KM (25.25 MI) WEST ALONG US HIGHWAYS 6
 KP0048'AND 50, 3.65 KM (2.3 MI) SOUTHWEST OF THE Y JUNCTION OF OSCEOLA ROAD,
 KP0048'0.65 KM (0.4 MI) NORTHEAST OF MILEPOST 70, 45.7 METERS (150 FT)
 KP0048'NORTHEAST OF THE HIGHWAY CENTERLINE, 15.2 METERS (50 FT) SOUTHWEST OF
 KP0048'THE RIGHT OF WAY FENCE AND 8.5 METERS (28 FT) NORTHEAST OF THE CENTER
 KP0048'OF THE OLD HIGHWAY BED.
 KP0048'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 KP0048'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0315 ***********************************************************************
 JP0315  DESIGNATION -  B 420
 JP0315  PID         -  JP0315
 JP0315  STATE/COUNTY-  NV/WHITE PINE
 JP0315  USGS QUAD   -  BADGER HOLE SPRING (1978)
 JP0315
 JP0315                         *CURRENT SURVEY CONTROL
 JP0315  ___________________________________________________________________
 JP0315* NAD 83(1986)-  38 53 40.     (N)    115 11 38.     (W)     SCALED    
 JP0315* NAVD 88     -      1881.930  (meters)    6174.30   (feet)  ADJUSTED  
 JP0315  ___________________________________________________________________
 JP0315  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 JP0315  DYNAMIC HT  -        1879.871 (meters)    6167.54  (feet)  COMP
 JP0315  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 JP0315
 JP0315  VERT ORDER  -  FIRST     CLASS II
 JP0315
 JP0315.The horizontal coordinates were scaled from a topographic map and have
 JP0315.an estimated accuracy of +/- 6 seconds.
 JP0315
 JP0315.The orthometric height was determined by differential leveling
 JP0315.and adjusted by the National Geodetic Survey in June 1991..
 JP0315
 JP0315.The geoid height was determined by GEOID03.
 JP0315
 JP0315.The dynamic height is computed by dividing the NAVD 88
 JP0315.geopotential number by the normal gravity value computed on the
 JP0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0315.degrees latitude (g = 980.6199 gals.).
 JP0315
 JP0315.The modeled gravity was interpolated from observed gravity values.
 JP0315
 JP0315;                    North         East    Units  Estimated Accuracy
 JP0315;SPC NV E     - 8,459,950.      233,780.      MT  (+/- 180 meters Scaled)
 JP0315
 JP0315                          SUPERSEDED SURVEY CONTROL
 JP0315
 JP0315.No superseded survey control is available for this station.
 JP0315
 JP0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD566066(NAD 83)
 JP0315_MARKER: DB = BENCH MARK DISK
 JP0315_SETTING: 66 = SET IN ROCK OUTCROP
 JP0315_SP_SET: ROCK OUTCROP
 JP0315_STAMPING: B 420 1984
 JP0315_MARK LOGO: NGS   
 JP0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0315+STABILITY: POSITION/ELEVATION WELL
 JP0315
 JP0315  HISTORY     - Date     Condition        Report By
 JP0315  HISTORY     - 1984     MONUMENTED       NGS
 JP0315
 JP0315                          STATION DESCRIPTION
 JP0315
 JP0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0315'31.6 KM (19.7 MI) NE FROM CURRANT.
 JP0315'31.6 KM (19.75 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0315'STATE HIGHWAY 379 AT CURRANT, IN TOP OF AND 0.9 METER (3 FT) NORTHEAST
 JP0315'OF THE SOUTHWEST END OF A 3 BY 5 FOOT PORTION OF RHYOLITE OUTCROP, IN
 JP0315'TOP OF A SHORT LOW BEDROCK CUT, 0.32 KM (0.2 MI) SOUTHWEST OF MILEPOST
 JP0315'6, 10.5 METERS (34.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 JP0315'26.5 METERS (87 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT AND
 JP0315'0.6 METER (2 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROP.
 JP0315'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 JP0315'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0227 ***********************************************************************
 KP0227  DESIGNATION -  B 421
 KP0227  PID         -  KP0227
 KP0227  STATE/COUNTY-  NV/WHITE PINE
 KP0227  USGS QUAD   -  ELY (1978)
 KP0227
 KP0227                         *CURRENT SURVEY CONTROL
 KP0227  ___________________________________________________________________
 KP0227* NAD 83(1986)-  39 13 21.     (N)    114 57 28.     (W)     SCALED    
 KP0227* NAVD 88     -      2203.541  (meters)    7229.45   (feet)  ADJUSTED  
 KP0227  ___________________________________________________________________
 KP0227  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 KP0227  DYNAMIC HT  -        2201.096 (meters)    7221.43  (feet)  COMP
 KP0227  MODELED GRAV-     979,438.3   (mgal)                       NAVD 88
 KP0227
 KP0227  VERT ORDER  -  FIRST     CLASS II
 KP0227
 KP0227.The horizontal coordinates were scaled from a topographic map and have
 KP0227.an estimated accuracy of +/- 6 seconds.
 KP0227
 KP0227.The orthometric height was determined by differential leveling
 KP0227.and adjusted by the National Geodetic Survey in June 1991..
 KP0227
 KP0227.The geoid height was determined by GEOID03.
 KP0227
 KP0227.The dynamic height is computed by dividing the NAVD 88
 KP0227.geopotential number by the normal gravity value computed on the
 KP0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0227.degrees latitude (g = 980.6199 gals.).
 KP0227
 KP0227.The modeled gravity was interpolated from observed gravity values.
 KP0227
 KP0227;                    North         East    Units  Estimated Accuracy
 KP0227;SPC NV E     - 8,496,480.      254,010.      MT  (+/- 180 meters Scaled)
 KP0227
 KP0227                          SUPERSEDED SURVEY CONTROL
 KP0227
 KP0227.No superseded survey control is available for this station.
 KP0227
 KP0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD762434(NAD 83)
 KP0227_MARKER: DB = BENCH MARK DISK
 KP0227_SETTING: 66 = SET IN ROCK OUTCROP
 KP0227_SP_SET: ROCK OUTCROP
 KP0227_STAMPING: B 421 1984
 KP0227_MARK LOGO: NGS   
 KP0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0227+STABILITY: POSITION/ELEVATION WELL
 KP0227
 KP0227  HISTORY     - Date     Condition        Report By
 KP0227  HISTORY     - 1984     MONUMENTED       NGS
 KP0227
 KP0227                          STATION DESCRIPTION
 KP0227
 KP0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0227'9.1 KM (5.7 MI) SW FROM ELY.
 KP0227'9.1 KM (5.7 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 KP0227'HIGHWAY 93 AT ELY, IN TOP OF THE SOUTHWEST EDGE OF A 4 BY 6 FOOT
 KP0227'LIMESTONE OUTCROP PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND
 KP0227'AND ON THE NORTHWEST SLOPE OF A HILL, AT A TELEPHONE LINE CROSSING THE
 KP0227'HIGHWAY, 0.4 KM (0.25 MI) NORTHEAST OF MILEPOST 32, 22.7 METERS
 KP0227'(74.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE AND 10.5 METERS
 KP0227'(34.5 FT) WEST OF THE TELEPHONE POLE FOR THE Y JUNCTION OF THE
 KP0227'TELEPHONE LINES.
 KP0227'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 KP0227'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0750 ***********************************************************************
 LR0750  DESIGNATION -  B 422
 LR0750  PID         -  LR0750
 LR0750  STATE/COUNTY-  NV/EUREKA
 LR0750  USGS QUAD   -  EMIGRANT PASS (1986)
 LR0750
 LR0750                         *CURRENT SURVEY CONTROL
 LR0750  ___________________________________________________________________
 LR0750* NAD 83(1986)-  40 39 14.     (N)    116 16 53.     (W)     SCALED    
 LR0750* NAVD 88     -      1830.908  (meters)    6006.90   (feet)  ADJUSTED  
 LR0750  ___________________________________________________________________
 LR0750  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 LR0750  DYNAMIC HT  -        1829.317 (meters)    6001.68  (feet)  COMP
 LR0750  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 LR0750
 LR0750  VERT ORDER  -  FIRST     CLASS II
 LR0750
 LR0750.The horizontal coordinates were scaled from a topographic map and have
 LR0750.an estimated accuracy of +/- 6 seconds.
 LR0750
 LR0750.The orthometric height was determined by differential leveling
 LR0750.and adjusted by the National Geodetic Survey in June 1991..
 LR0750
 LR0750.The geoid height was determined by GEOID03.
 LR0750
 LR0750.The dynamic height is computed by dividing the NAVD 88
 LR0750.geopotential number by the normal gravity value computed on the
 LR0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0750.degrees latitude (g = 980.6199 gals.).
 LR0750
 LR0750.The modeled gravity was interpolated from observed gravity values.
 LR0750
 LR0750;                    North         East    Units  Estimated Accuracy
 LR0750;SPC NV E     - 8,655,450.      140,970.      MT  (+/- 180 meters Scaled)
 LR0750
 LR0750                          SUPERSEDED SURVEY CONTROL
 LR0750
 LR0750.No superseded survey control is available for this station.
 LR0750
 LR0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF607005(NAD 83)
 LR0750_MARKER: DB = BENCH MARK DISK
 LR0750_SETTING: 66 = SET IN ROCK OUTCROP
 LR0750_SP_SET: ROCK OUTCROP
 LR0750_STAMPING: B 422 1984
 LR0750_MARK LOGO: NGS   
 LR0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0750+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 LR0750
 LR0750  HISTORY     - Date     Condition        Report By
 LR0750  HISTORY     - 1984     MONUMENTED       NGS
 LR0750  HISTORY     - 20040512 GOOD             NVGS
 LR0750
 LR0750                          STATION DESCRIPTION
 LR0750
 LR0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0750'15.5 KM (9.7 MI) SW FROM CARLIN.
 LR0750'15.5 KM (9.7 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF
 LR0750'STATE HIGHWAY 278 AT CARLIN, IN THE TOP CENTER OF A 2 BY 2 FOOT
 LR0750'PORTION OF RYOLITE BEDROCK IN THE NORTHEAST END OF A LONG CUT BANK,
 LR0750'12.6 METERS (41.5 FT) NORTHWEST OF THE WEST BOUND HIGHWAY CENTERLINE,
 LR0750'106.3 METERS (348.5 FT) NORTHEAST OF MILEPOST 270, 59.7 METERS
 LR0750'(196 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD LEADING NORTH,
 LR0750'25.9 METERS (85 FT) SOUTHWEST OF THE NORTHEAST END OF THE CUT AND
 LR0750'0.6 METER (2 FT) ABOVE THE BASE OF THE CUT.
 LR0750'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 LR0750'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LR0750
 LR0750                          STATION RECOVERY (2004)
 LR0750
 LR0750'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2004 (DRH)
 LR0750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0711 ***********************************************************************
 MT0711  FBN         -  This is a Federal Base Network Control Station.
 MT0711  DESIGNATION -  B 423
 MT0711  PID         -  MT0711
 MT0711  STATE/COUNTY-  NV/ELKO
 MT0711  USGS QUAD   -  WELCOME (1967)
 MT0711
 MT0711                         *CURRENT SURVEY CONTROL
 MT0711  ___________________________________________________________________
 MT0711* NAD 83(1999)-  41 05 57.84719(N)    115 06 36.06325(W)     ADJUSTED  
 MT0711* NAVD 88     -      1746.384  (meters)    5729.59   (feet)  ADJUSTED  
 MT0711  ___________________________________________________________________
 MT0711  EPOCH DATE  -        1999.37
 MT0711  X           -  -2,043,131.643 (meters)                     COMP
 MT0711  Y           -  -4,359,634.593 (meters)                     COMP
 MT0711  Z           -   4,171,884.772 (meters)                     COMP
 MT0711  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 MT0711  ELLIP HEIGHT-        1728.96  (meters)          (05/16/00) GPS OBS
 MT0711  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 MT0711  DYNAMIC HT  -        1744.934 (meters)    5724.84  (feet)  COMP
 MT0711  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 MT0711
 MT0711  HORZ ORDER  -  A
 MT0711  VERT ORDER  -  FIRST     CLASS II
 MT0711  ELLP ORDER  -  FOURTH    CLASS I
 MT0711
 MT0711.The horizontal coordinates were established by GPS observations
 MT0711.and adjusted by the National Geodetic Survey in May 2000..
 MT0711.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 MT0711.DATUM ITEM on the data sheet items page.
 MT0711.The horizontal coordinates are valid at the epoch date displayed above.
 MT0711.The epoch date for horizontal control is a decimal equivalence
 MT0711.of Year/Month/Day.
 MT0711
 MT0711.The orthometric height was determined by differential leveling
 MT0711.and adjusted by the National Geodetic Survey in June 1991..
 MT0711
 MT0711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MT0711
 MT0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0711
 MT0711.The ellipsoidal height was determined by GPS observations
 MT0711.and is referenced to NAD 83.
 MT0711
 MT0711.The geoid height was determined by GEOID03.
 MT0711
 MT0711.The dynamic height is computed by dividing the NAVD 88
 MT0711.geopotential number by the normal gravity value computed on the
 MT0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0711.degrees latitude (g = 980.6199 gals.).
 MT0711
 MT0711.The modeled gravity was interpolated from observed gravity values.
 MT0711
 MT0711;                    North         East     Units Scale Factor Converg.
 MT0711;SPC NV E     - 8,704,791.517   239,758.708   MT  0.99991945   +0 18 40.1
 MT0711;SPC NV E     -28,558,970.17    786,608.36   sFT  0.99991945   +0 18 40.1
 MT0711;UTM  11      - 4,551,512.865   658,715.342   MT  0.99991004   +1 14 33.6
 MT0711
 MT0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0711!SPC NV E     -   0.99972887  x   0.99991945  =   0.99964834
 MT0711!UTM  11      -   0.99972887  x   0.99991004  =   0.99963894
 MT0711
 MT0711                          SUPERSEDED SURVEY CONTROL
 MT0711
 MT0711  NAD 83(1994)-  41 05 57.84620(N)    115 06 36.06047(W) AD(       ) A
 MT0711  ELLIP H (03/30/95) 1729.06   (m)                       GP(       ) 2 2
 MT0711  NAVD 88 (03/30/95) 1746.38   (m)         5729.6    (f) LEVELING    3  
 MT0711
 MT0711.Superseded values are not recommended for survey control.
 MT0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0711.See file dsdata.txt to determine how the superseded data were derived.
 MT0711
 MT0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF5871551513(NAD 83)
 MT0711_MARKER: F = FLANGE-ENCASED ROD
 MT0711_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MT0711_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MT0711_STAMPING: B 423 1984
 MT0711_MARK LOGO: NGS   
 MT0711_PROJECTION: FLUSH
 MT0711_MAGNETIC: N = NO MAGNETIC MATERIAL
 MT0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MT0711+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1998
 MT0711_ROD/PIPE-DEPTH: 16.7 meters
 MT0711_SLEEVE-DEPTH  : 9.1 meters
 MT0711
 MT0711  HISTORY     - Date     Condition        Report By
 MT0711  HISTORY     - 1984     MONUMENTED       NGS
 MT0711  HISTORY     - 19940103 GOOD             NGS
 MT0711  HISTORY     - 19981207 GOOD             NGS
 MT0711
 MT0711                          STATION DESCRIPTION
 MT0711
 MT0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MT0711'14.3 KM (8.9 MI) WEST FROM WELLS.
 MT0711'14.3 KM (8.95 MI) WEST ALONG OLD US HIGHWAY 40 FROM THE INTERSECTION
 MT0711'OF US HIGHWAY 93 AT WELLS, AT THE T JUNCTION OF STATE HIGHWAY 230,
 MT0711'17.4 METERS (57 FT) SOUTH OF THE HIGHWAY CENTERLINE, 48.1 METERS
 MT0711'(158.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE OVERPASS BRIDGE
 MT0711'OVER INTERSTATE 80, 31.1 METERS (102 FT) EAST OF THE CENTER OF STATE
 MT0711'HIGHWAY 230, 22.4 METERS (73.5 FT) NORTH OF THE CENTER OF THE WEST
 MT0711'BOUND INTERSTATE 80 OFFRAMP AND 2.3 METERS (7.5 FT) NORTH OF THE
 MT0711'CENTER POST FOR A WOODEN BRACE IN THE RIGHT OF WAY FENCE.
 MT0711'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 MT0711'THE MARK IS 1.5 M BELOW THE OLD HIGHWAY.
 MT0711
 MT0711                          STATION RECOVERY (1994)
 MT0711
 MT0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 MT0711'STATION IS LOCATED ABOUT 10 KM (6.20 MI) WEST OF WELLS, AT WELCOME, IN
 MT0711'THE NORTHEAST ANGLE OF A HIGHWAY INTERCHANGE, ALONG A FENCE SEPARATING
 MT0711'INTERSTATE HIGHWAY 80 FROM THE NORTH FRONTAGE ROAD (OLD HIGHWAY 40),
 MT0711'NEAR THE SOUTH EDGE OF SECTION 8, T 37 N, R 61 E. OWNERSHIP--STATE
 MT0711'DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE OVERPASS AT THE
 MT0711'JUNCTION OF INTERSTATE HIGHWAY 80 AND THE PAVED ROAD LEADING SOUTHWEST
 MT0711'TO STARR VALLEY (EXIT 343), GO NORTH ON PAVED ROAD FOR 0.08 KM (0.05
 MT0711'MI) TO A T-ROAD.  TURN RIGHT, EAST, ON THE FRONTAGE ROAD FOR 30 M
 MT0711'(98.4 FT) TO THE STATION ON THE RIGHT. STATION MARK IS THE TOP CENTER
 MT0711'OF A STEEL ROD ENCASED IN A PVC PIPE WITH LOGO CAP SET IN A CONCRETE
 MT0711'POST FLUSH WITH THE GROUND.  IT IS 17.2 M (56.4 FT) SOUTH OF, AND 1 M
 MT0711'(3.3 FT) LOWER THAN THE ROAD CENTER, 2.4 M (7.9 FT) NORTH OF THE
 MT0711'CENTER ONE OF THREE RAILROAD-TIE BRACED FENCE POSTS IN THE
 MT0711'RIGHT-OF-WAY FENCE, 27.0 M (88.6 FT) EAST OF THE NORTHEAST CORNER OF A
 MT0711'CATTLE GUARD IN THE OVERPASS ROAD, AND 0.6 M (2.0 FT) WEST OF A
 MT0711'FIBERGLASS WITNESS POST.
 MT0711
 MT0711                          STATION RECOVERY (1998)
 MT0711
 MT0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 MT0711'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0373 ***********************************************************************
 MU0373  DESIGNATION -  B 424
 MU0373  PID         -  MU0373
 MU0373  STATE/COUNTY-  NV/HUMBOLDT
 MU0373  USGS QUAD   -  WESO (1983)
 MU0373
 MU0373                         *CURRENT SURVEY CONTROL
 MU0373  ___________________________________________________________________
 MU0373* NAD 83(1986)-  41 00 16.     (N)    117 43 57.     (W)     SCALED    
 MU0373* NAVD 88     -      1353.703  (meters)    4441.27   (feet)  ADJUSTED  
 MU0373  ___________________________________________________________________
 MU0373  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 MU0373  DYNAMIC HT  -        1352.651 (meters)    4437.82  (feet)  COMP
 MU0373  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 MU0373
 MU0373  VERT ORDER  -  FIRST     CLASS II
 MU0373
 MU0373.The horizontal coordinates were scaled from a topographic map and have
 MU0373.an estimated accuracy of +/- 6 seconds.
 MU0373
 MU0373.The orthometric height was determined by differential leveling
 MU0373.and adjusted by the National Geodetic Survey in June 1991..
 MU0373
 MU0373.The geoid height was determined by GEOID03.
 MU0373
 MU0373.The dynamic height is computed by dividing the NAVD 88
 MU0373.geopotential number by the normal gravity value computed on the
 MU0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0373.degrees latitude (g = 980.6199 gals.).
 MU0373
 MU0373.The modeled gravity was interpolated from observed gravity values.
 MU0373
 MU0373;                    North         East    Units  Estimated Accuracy
 MU0373;SPC NV W     - 4,694,490.      871,570.      MT  (+/- 180 meters Scaled)
 MU0373
 MU0373                          SUPERSEDED SURVEY CONTROL
 MU0373
 MU0373.No superseded survey control is available for this station.
 MU0373
 MU0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF384395(NAD 83)
 MU0373_MARKER: I = METAL ROD
 MU0373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0373_SP_SET: STAINLESS STEEL ROD
 MU0373_STAMPING: B 424 1984
 MU0373_MARK LOGO: NGS   
 MU0373_PROJECTION: FLUSH
 MU0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0373_ROD/PIPE-DEPTH: 6.1  meters
 MU0373
 MU0373  HISTORY     - Date     Condition        Report By
 MU0373  HISTORY     - 1984     MONUMENTED       NGS
 MU0373
 MU0373                          STATION DESCRIPTION
 MU0373
 MU0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0373'3.9 KM (2.4 MI) NORTH FROM WINNEMUCCA.
 MU0373'3.95 KM (2.45 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0373'WINNEMUCCA, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A TRACK ROAD
 MU0373'LEADING WEST TO OLD HIGHWAY 95, AT THE NORTH END OF A FILL AND 0.10 KM
 MU0373'(0.06 MI) SOUTH OF THE T JUNCTION OF A DIRT ROAD LEADING SOUTHEAST TO
 MU0373'THE HUMBOLDT RIVER, 0.61 KM (0.38 MI) NORTH OF MILEPOST 2, 29.9 METERS
 MU0373'(98 FT) WEST OF THE HIGHWAY CENTERLINE, 92.3 METERS (303 FT) NORTHWEST
 MU0373'OF THE NORTH END OF THE WEST CONCRETE HEADWALL FOR AN 48-INCH
 MU0373'CORRUGATED METAL PIPE CULVERT, 9.1 METERS (30 FT) SOUTH OF THE CENTER
 MU0373'OF THE TRACK ROAD AND 0.6 METER (2 FT) EAST OF THE RIGHT OF WAY FENCE.
 MU0373'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MU0373'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0397 ***********************************************************************
 MU0397  DESIGNATION -  B 425
 MU0397  PID         -  MU0397
 MU0397  STATE/COUNTY-  NV/HUMBOLDT
 MU0397  USGS QUAD   -  PARADISE WELL (1988)
 MU0397
 MU0397                         *CURRENT SURVEY CONTROL
 MU0397  ___________________________________________________________________
 MU0397* NAD 83(1986)-  41 21 20.     (N)    117 44 35.     (W)     SCALED    
 MU0397* NAVD 88     -      1453.850  (meters)    4769.84   (feet)  ADJUSTED  
 MU0397  ___________________________________________________________________
 MU0397  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 MU0397  DYNAMIC HT  -        1452.781 (meters)    4766.33  (feet)  COMP
 MU0397  MODELED GRAV-     979,837.1   (mgal)                       NAVD 88
 MU0397
 MU0397  VERT ORDER  -  FIRST     CLASS II
 MU0397
 MU0397.The horizontal coordinates were scaled from a topographic map and have
 MU0397.an estimated accuracy of +/- 6 seconds.
 MU0397
 MU0397.The orthometric height was determined by differential leveling
 MU0397.and adjusted by the National Geodetic Survey in June 1991..
 MU0397
 MU0397.The geoid height was determined by GEOID03.
 MU0397
 MU0397.The dynamic height is computed by dividing the NAVD 88
 MU0397.geopotential number by the normal gravity value computed on the
 MU0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0397.degrees latitude (g = 980.6199 gals.).
 MU0397
 MU0397.The modeled gravity was interpolated from observed gravity values.
 MU0397
 MU0397;                    North         East    Units  Estimated Accuracy
 MU0397;SPC NV W     - 4,733,470.      870,310.      MT  (+/- 180 meters Scaled)
 MU0397
 MU0397                          SUPERSEDED SURVEY CONTROL
 MU0397
 MU0397.No superseded survey control is available for this station.
 MU0397
 MU0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF378784(NAD 83)
 MU0397_MARKER: I = METAL ROD
 MU0397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0397_SP_SET: STAINLESS STEEL ROD
 MU0397_STAMPING: B 425 1984
 MU0397_MARK LOGO: NGS   
 MU0397_PROJECTION: FLUSH
 MU0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0397_ROD/PIPE-DEPTH: 3.3  meters
 MU0397
 MU0397  HISTORY     - Date     Condition        Report By
 MU0397  HISTORY     - 1984     MONUMENTED       NGS
 MU0397
 MU0397                          STATION DESCRIPTION
 MU0397
 MU0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0397'45.4 KM (28.2 MI) NORTH FROM WINNEMUCCA.
 MU0397'45.35 KM (28.18 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0397'WINNEMUCCA, ACROSS THE HIGHWAY FROM A FENCE T JUNCTION, 5.57 KM
 MU0397'(3.46 MI) SOUTHEAST OF THE T JUNCTION OF STATE HIGHWAY 140,
 MU0397'59.4 METERS (195 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 57.9 METERS
 MU0397'(190 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 MU0397'HEADWALL FOR AN 18-INCH CORRUGATED METAL PIPE CULVERT, 54.8 METERS
 MU0397'(180 FT) SOUTHWEST OF MILEPOST 28, 33.5 METERS (110 FT) SOUTHEAST OF
 MU0397'THE SOUTHEAST POST FOR A WOODEN BRACE IN THE RIGHT OF WAY FENCE,
 MU0397'5.8 METERS (19 FT) NORTHEAST OF THE RIGHT OF WAY FENCE AND 4.4 METERS
 MU0397'(14.5 FT) NORTHWEST OF TELEPHONE POLE 632.
 MU0397'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MU0397'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0757 ***********************************************************************
 LR0757  DESIGNATION -  B 426
 LR0757  PID         -  LR0757
 LR0757  STATE/COUNTY-  NV/EUREKA
 LR0757  USGS QUAD   -  BOBS FLAT (1986)
 LR0757
 LR0757                         *CURRENT SURVEY CONTROL
 LR0757  ___________________________________________________________________
 LR0757* NAD 83(1986)-  40 40 05.     (N)    116 27 12.     (W)     SCALED    
 LR0757* NAVD 88     -      1505.492  (meters)    4939.27   (feet)  ADJUSTED  
 LR0757  ___________________________________________________________________
 LR0757  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 LR0757  DYNAMIC HT  -        1504.285 (meters)    4935.31  (feet)  COMP
 LR0757  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 LR0757
 LR0757  VERT ORDER  -  FIRST     CLASS II
 LR0757
 LR0757.The horizontal coordinates were scaled from a topographic map and have
 LR0757.an estimated accuracy of +/- 6 seconds.
 LR0757
 LR0757.The orthometric height was determined by differential leveling
 LR0757.and adjusted by the National Geodetic Survey in June 1991..
 LR0757
 LR0757.The geoid height was determined by GEOID03.
 LR0757
 LR0757.The dynamic height is computed by dividing the NAVD 88
 LR0757.geopotential number by the normal gravity value computed on the
 LR0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0757.degrees latitude (g = 980.6199 gals.).
 LR0757
 LR0757.The modeled gravity was interpolated from observed gravity values.
 LR0757
 LR0757;                    North         East    Units  Estimated Accuracy
 LR0757;SPC NV E     - 8,657,150.      126,440.      MT  (+/- 180 meters Scaled)
 LR0757
 LR0757                          SUPERSEDED SURVEY CONTROL
 LR0757
 LR0757.No superseded survey control is available for this station.
 LR0757
 LR0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF462020(NAD 83)
 LR0757_MARKER: DB = BENCH MARK DISK
 LR0757_SETTING: 66 = SET IN ROCK OUTCROP
 LR0757_SP_SET: ROCK OUTCROP
 LR0757_STAMPING: B 426 1984
 LR0757_MARK LOGO: NGS   
 LR0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0757+STABILITY: POSITION/ELEVATION WELL
 LR0757
 LR0757  HISTORY     - Date     Condition        Report By
 LR0757  HISTORY     - 1984     MONUMENTED       NGS
 LR0757
 LR0757                          STATION DESCRIPTION
 LR0757
 LR0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0757'31.3 KM (19.6 MI) SW FROM CARLIN.
 LR0757'31.35 KM (19.65 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF
 LR0757'STATE HIGHWAY 278 AT CARLIN, IN TOP OF THE NORTHWEST EDGE OF A 3 BY 4
 LR0757'FOOT PORTION OF VOLCANIC ROCK, IN THE BASE OF THE NORTHWEST END OF A
 LR0757'LONG CUT, 0.6 KM (0.37 MI) SOUTHEAST OF MILEPOST 260, 10.6 METERS
 LR0757'(35 FT) NORTHEAST OF THE WEST BOUND HIGHWAY CENTERLINE, 16.1 METERS
 LR0757'(53 FT) SOUTHEAST OF THE NORTHEAST END OF THE CUT AND 0.6 METER (2 FT)
 LR0757'ABOVE THE BASE OF THE CUT.
 LR0757'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 LR0757'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0237 ***********************************************************************
 KP0237  DESIGNATION -  B 427
 KP0237  PID         -  KP0237
 KP0237  STATE/COUNTY-  NV/WHITE PINE
 KP0237  USGS QUAD   -  COMINS LAKE (1978)
 KP0237
 KP0237                         *CURRENT SURVEY CONTROL
 KP0237  ___________________________________________________________________
 KP0237* NAD 83(1986)-  39 14 30.     (N)    114 52 04.     (W)     SCALED    
 KP0237* NAVD 88     -      1991.297  (meters)    6533.11   (feet)  ADJUSTED  
 KP0237  ___________________________________________________________________
 KP0237  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 KP0237  DYNAMIC HT  -        1989.146 (meters)    6526.06  (feet)  COMP
 KP0237  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 KP0237
 KP0237  VERT ORDER  -  FIRST     CLASS II
 KP0237
 KP0237.The horizontal coordinates were scaled from a topographic map and have
 KP0237.an estimated accuracy of +/- 6 seconds.
 KP0237
 KP0237.The orthometric height was determined by differential leveling
 KP0237.and adjusted by the National Geodetic Survey in June 1991..
 KP0237
 KP0237.The geoid height was determined by GEOID03.
 KP0237
 KP0237.The dynamic height is computed by dividing the NAVD 88
 KP0237.geopotential number by the normal gravity value computed on the
 KP0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0237.degrees latitude (g = 980.6199 gals.).
 KP0237
 KP0237.The modeled gravity was interpolated from observed gravity values.
 KP0237
 KP0237;                    North         East    Units  Estimated Accuracy
 KP0237;SPC NV E     - 8,498,670.      261,770.      MT  (+/- 180 meters Scaled)
 KP0237
 KP0237                          SUPERSEDED SURVEY CONTROL
 KP0237
 KP0237.No superseded survey control is available for this station.
 KP0237
 KP0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD840457(NAD 83)
 KP0237_MARKER: I = METAL ROD
 KP0237_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0237_SP_SET: STAINLESS STEEL ROD
 KP0237_STAMPING: B 427 1984
 KP0237_MARK LOGO: NGS   
 KP0237_PROJECTION: FLUSH
 KP0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0237_ROD/PIPE-DEPTH: 4.9  meters
 KP0237
 KP0237  HISTORY     - Date     Condition        Report By
 KP0237  HISTORY     - 1984     MONUMENTED       NGS
 KP0237
 KP0237                          STATION DESCRIPTION
 KP0237
 KP0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0237'0.2 KM (0.1 MI) SE FROM ELY.
 KP0237'0.2 KM (0.1 MI) SOUTHEAST ALONG US HIGHWAYS 6, 93 AND 50 FROM THE
 KP0237'JUNCTION OF US HIGHWAYS 6 AND 93 AT ELY, AT THE COUNTY SHERIFF
 KP0237'BUILDING, 42.2 METERS (138.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 KP0237'0.5 METER (1.5 FT) SOUTHWEST OF THE SOUTH CORNER OF THE BUILDING AND
 KP0237'20.1 METERS (66 FT) SOUTHEAST OF THE CENTER OF THE MAIN ENTRANCE.
 KP0237'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0262 ***********************************************************************
 KP0262  DESIGNATION -  B 428
 KP0262  PID         -  KP0262
 KP0262  STATE/COUNTY-  NV/WHITE PINE
 KP0262  USGS QUAD   -  MAJORS PLACE (1993)
 KP0262
 KP0262                         *CURRENT SURVEY CONTROL
 KP0262  ___________________________________________________________________
 KP0262* NAD 83(1986)-  39 02 05.     (N)    114 36 16.     (W)     SCALED    
 KP0262* NAVD 88     -      2110.805  (meters)    6925.20   (feet)  ADJUSTED  
 KP0262  ___________________________________________________________________
 KP0262  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 KP0262  DYNAMIC HT  -        2108.478 (meters)    6917.56  (feet)  COMP
 KP0262  MODELED GRAV-     979,449.2   (mgal)                       NAVD 88
 KP0262
 KP0262  VERT ORDER  -  FIRST     CLASS II
 KP0262
 KP0262.The horizontal coordinates were scaled from a topographic map and have
 KP0262.an estimated accuracy of +/- 6 seconds.
 KP0262
 KP0262.The orthometric height was determined by differential leveling
 KP0262.and adjusted by the National Geodetic Survey in June 1991..
 KP0262
 KP0262.The geoid height was determined by GEOID03.
 KP0262
 KP0262.The dynamic height is computed by dividing the NAVD 88
 KP0262.geopotential number by the normal gravity value computed on the
 KP0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0262.degrees latitude (g = 980.6199 gals.).
 KP0262
 KP0262.The modeled gravity was interpolated from observed gravity values.
 KP0262
 KP0262;                    North         East    Units  Estimated Accuracy
 KP0262;SPC NV E     - 8,475,910.      284,750.      MT  (+/- 180 meters Scaled)
 KP0262
 KP0262                          SUPERSEDED SURVEY CONTROL
 KP0262
 KP0262.No superseded survey control is available for this station.
 KP0262
 KP0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD073233(NAD 83)
 KP0262_MARKER: I = METAL ROD
 KP0262_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0262_SP_SET: STAINLESS STEEL ROD
 KP0262_STAMPING: B 428 1984
 KP0262_MARK LOGO: NGS   
 KP0262_PROJECTION: FLUSH
 KP0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0262_ROD/PIPE-DEPTH: 4.3  meters
 KP0262
 KP0262  HISTORY     - Date     Condition        Report By
 KP0262  HISTORY     - 1984     MONUMENTED       NGS
 KP0262
 KP0262                          STATION DESCRIPTION
 KP0262
 KP0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0262'39.8 KM (25.1 MI) SE FROM ELY.
 KP0262'39.85 KM (25.15 MI) SOUTHEAST ALONG US HIGHWAYS 6, 93 AND 50 FROM THE
 KP0262'JUNCTION OF US HIGHWAYS 6 AND 93 AT ELY, 2.6 KM (1.65 MI) NORTHWEST OF
 KP0262'THE JUNCTION OF US HIGHWAY 93 LEADING SOUTH, 0.6 KM (0.4 MI) SOUTHEAST
 KP0262'OF MILEPOST 63, 17.7 METERS (58 FT) NORTHWEST OF THE HIGHWAY
 KP0262'CENTERLINE AND 2.1 METERS (7 FT) SOUTHEAST OF A 4 BY 4 INCH WOODEN
 KP0262'RIGHT OF WAY POST.
 KP0262'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 KP0262'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0288 ***********************************************************************
 KP0288  DESIGNATION -  B 429
 KP0288  PID         -  KP0288
 KP0288  STATE/COUNTY-  NV/WHITE PINE
 KP0288  USGS QUAD   -  WINDY PEAK (1993)
 KP0288
 KP0288                         *CURRENT SURVEY CONTROL
 KP0288  ___________________________________________________________________
 KP0288* NAD 83(1986)-  39 07 19.     (N)    114 18 08.     (W)     SCALED    
 KP0288* NAVD 88     -      2043.346  (meters)    6703.88   (feet)  ADJUSTED  
 KP0288  ___________________________________________________________________
 KP0288  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 KP0288  DYNAMIC HT  -        2041.132 (meters)    6696.61  (feet)  COMP
 KP0288  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 KP0288
 KP0288  VERT ORDER  -  FIRST     CLASS II
 KP0288
 KP0288.The horizontal coordinates were scaled from a topographic map and have
 KP0288.an estimated accuracy of +/- 6 seconds.
 KP0288
 KP0288.The orthometric height was determined by differential leveling
 KP0288.and adjusted by the National Geodetic Survey in June 1991..
 KP0288
 KP0288.The geoid height was determined by GEOID03.
 KP0288
 KP0288.The dynamic height is computed by dividing the NAVD 88
 KP0288.geopotential number by the normal gravity value computed on the
 KP0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0288.degrees latitude (g = 980.6199 gals.).
 KP0288
 KP0288.The modeled gravity was interpolated from observed gravity values.
 KP0288
 KP0288;                    North         East    Units  Estimated Accuracy
 KP0288;SPC NV E     - 8,485,920.      310,780.      MT  (+/- 180 meters Scaled)
 KP0288
 KP0288                          SUPERSEDED SURVEY CONTROL
 KP0288
 KP0288.No superseded survey control is available for this station.
 KP0288
 KP0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD332337(NAD 83)
 KP0288_MARKER: DB = BENCH MARK DISK
 KP0288_SETTING: 66 = SET IN ROCK OUTCROP
 KP0288_SP_SET: ROCK OUTCROP
 KP0288_STAMPING: B 429 1984
 KP0288_MARK LOGO: NGS   
 KP0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0288+STABILITY: POSITION/ELEVATION WELL
 KP0288
 KP0288  HISTORY     - Date     Condition        Report By
 KP0288  HISTORY     - 1984     MONUMENTED       NGS
 KP0288
 KP0288                          STATION DESCRIPTION
 KP0288
 KP0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0288'21.4 KM (13.4 MI) WEST FROM BAKER.
 KP0288'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0288'OFFICE AT BAKER, THENCE 12.7 KM (7.95 MI) WEST ALONG US HIGHWAYS 6 AND
 KP0288'50, IN TOP OF THE EAST END OF A 1 BY 3 FOOT SHELF OF CONGLOMERATE ROCK
 KP0288'AT THE EAST END OF A BEDROCK CUT, 0.45 KM (0.3 MI) EAST OF THE Y
 KP0288'JUNCTION OF OSCEOLA ROAD, 0.16 KM (0.1 MI) EAST OF MILEPOST 87,
 KP0288'8.2 METERS (27 FT) NORTH OF THE HIGHWAY CENTERLINE AND ABOUT 44 FEET
 KP0288'WEST OF THE EAST END OF THE CUT.
 KP0288'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 KP0288'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0136 ***********************************************************************
 KP0136  DESIGNATION -  B 43
 KP0136  PID         -  KP0136
 KP0136  STATE/COUNTY-  NV/WHITE PINE
 KP0136  USGS QUAD   -  RIEPETOWN (1958)
 KP0136
 KP0136                         *CURRENT SURVEY CONTROL
 KP0136  ___________________________________________________________________
 KP0136* NAD 83(1986)-  39 22 14.     (N)    115 03 05.     (W)     SCALED    
 KP0136* NAVD 88     -      2150.098  (meters)    7054.11   (feet)  ADJUSTED  
 KP0136  ___________________________________________________________________
 KP0136  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 KP0136  DYNAMIC HT  -        2147.775 (meters)    7046.49  (feet)  COMP
 KP0136  MODELED GRAV-     979,469.5   (mgal)                       NAVD 88
 KP0136
 KP0136  VERT ORDER  -  FIRST     CLASS II
 KP0136
 KP0136.The horizontal coordinates were scaled from a topographic map and have
 KP0136.an estimated accuracy of +/- 6 seconds.
 KP0136
 KP0136.The orthometric height was determined by differential leveling
 KP0136.and adjusted by the National Geodetic Survey in June 1991..
 KP0136
 KP0136.The geoid height was determined by GEOID03.
 KP0136
 KP0136.The dynamic height is computed by dividing the NAVD 88
 KP0136.geopotential number by the normal gravity value computed on the
 KP0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0136.degrees latitude (g = 980.6199 gals.).
 KP0136
 KP0136.The modeled gravity was interpolated from observed gravity values.
 KP0136
 KP0136;                    North         East    Units  Estimated Accuracy
 KP0136;SPC NV E     - 8,512,870.      245,840.      MT  (+/- 180 meters Scaled)
 KP0136
 KP0136                          SUPERSEDED SURVEY CONTROL
 KP0136
 KP0136  NGVD 29 (??/??/92) 2148.773  (m)         7049.77   (f) ADJ UNCH    1 2
 KP0136
 KP0136.Superseded values are not recommended for survey control.
 KP0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0136.See file dsdata.txt to determine how the superseded data were derived.
 KP0136
 KP0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD678597(NAD 83)
 KP0136_MARKER: DB = BENCH MARK DISK
 KP0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0136_STAMPING: B 43 1934
 KP0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0136+STABILITY: SURFACE MOTION
 KP0136
 KP0136  HISTORY     - Date     Condition        Report By
 KP0136  HISTORY     - 1934     MONUMENTED       CGS
 KP0136
 KP0136                          STATION DESCRIPTION
 KP0136
 KP0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0136'10.3 MI W FROM LANE.
 KP0136'10.3 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE PUBLIC SCHOOL AT LANE,
 KP0136'24 FEET SOUTH OF THE JUNCTION OF THE OLD AND NEW ROADS, AND 45 FEET
 KP0136'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 43
 KP0136'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0241 ***********************************************************************
 MV0241  DESIGNATION -  B 430
 MV0241  PID         -  MV0241
 MV0241  STATE/COUNTY-  NV/HUMBOLDT
 MV0241  USGS QUAD   -  BOTTLE HILL (1990)
 MV0241
 MV0241                         *CURRENT SURVEY CONTROL
 MV0241  ___________________________________________________________________
 MV0241* NAD 83(1986)-  41 26 50.     (N)    118 16 22.     (W)     SCALED    
 MV0241* NAVD 88     -      1254.917  (meters)    4117.17   (feet)  ADJUSTED  
 MV0241  ___________________________________________________________________
 MV0241  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 MV0241  DYNAMIC HT  -        1254.063 (meters)    4114.37  (feet)  COMP
 MV0241  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 MV0241
 MV0241  VERT ORDER  -  FIRST     CLASS II
 MV0241
 MV0241.The horizontal coordinates were scaled from a topographic map and have
 MV0241.an estimated accuracy of +/- 6 seconds.
 MV0241
 MV0241.The orthometric height was determined by differential leveling
 MV0241.and adjusted by the National Geodetic Survey in June 1991..
 MV0241
 MV0241.The geoid height was determined by GEOID03.
 MV0241
 MV0241.The dynamic height is computed by dividing the NAVD 88
 MV0241.geopotential number by the normal gravity value computed on the
 MV0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0241.degrees latitude (g = 980.6199 gals.).
 MV0241
 MV0241.The modeled gravity was interpolated from observed gravity values.
 MV0241
 MV0241;                    North         East    Units  Estimated Accuracy
 MV0241;SPC NV W     - 4,743,360.      825,950.      MT  (+/- 180 meters Scaled)
 MV0241
 MV0241                          SUPERSEDED SURVEY CONTROL
 MV0241
 MV0241.No superseded survey control is available for this station.
 MV0241
 MV0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF936891(NAD 83)
 MV0241_MARKER: I = METAL ROD
 MV0241_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0241_SP_SET: STAINLESS STEEL ROD
 MV0241_STAMPING: B 430 1984
 MV0241_MARK LOGO: NGS   
 MV0241_PROJECTION: FLUSH
 MV0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0241_ROD/PIPE-DEPTH: 6.1  meters
 MV0241
 MV0241  HISTORY     - Date     Condition        Report By
 MV0241  HISTORY     - 1984     MONUMENTED       NGS
 MV0241
 MV0241                          STATION DESCRIPTION
 MV0241
 MV0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0241'74.2 KM (46.1 MI) SE FROM DENIO.
 MV0241'53.56 KM (33.29 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0241'OFFICE AT DENIO, THENCE 2.64 KM (1.64 MI) SOUTHWEST ALONG LEONARD
 MV0241'CREEK ROAD, THENCE 17.99 KM (11.18 MI) SOUTHEAST ALONG THE OLD
 MV0241'WINNEMUCCA-DENIO ROAD, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF
 MV0241'BOTTLE CREEK ROAD, 1.58 KM (0.98 MI) SOUTH OF THE T JUNCTION OF STATE
 MV0241'HIGHWAY 140, 32.6 METERS (107 FT) SOUTH OF THE CENTER OF THE ROAD,
 MV0241'29.3 METERS (96 FT) WEST OF THE CENTER OF BOTTLE CREEK ROAD AND
 MV0241'20.4 METERS (67 FT) SOUTHWEST OF THE WEST LEG OF A SMALL SIGN HAPPY
 MV0241'CREEK RANCH.
 MV0241'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MV0241'THE MARK IS ABOVE LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0269 ***********************************************************************
 MV0269  DESIGNATION -  B 431
 MV0269  PID         -  MV0269
 MV0269  STATE/COUNTY-  NV/HUMBOLDT
 MV0269  USGS QUAD   -  DENIO SUMMIT (1990)
 MV0269
 MV0269                         *CURRENT SURVEY CONTROL
 MV0269  ___________________________________________________________________
 MV0269* NAD 83(1986)-  41 48 24.     (N)    118 34 32.     (W)     SCALED    
 MV0269* NAVD 88     -      1456.402  (meters)    4778.21   (feet)  ADJUSTED  
 MV0269  ___________________________________________________________________
 MV0269  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 MV0269  DYNAMIC HT  -        1455.369 (meters)    4774.82  (feet)  COMP
 MV0269  MODELED GRAV-     979,862.6   (mgal)                       NAVD 88
 MV0269
 MV0269  VERT ORDER  -  FIRST     CLASS II
 MV0269
 MV0269.The horizontal coordinates were scaled from a topographic map and have
 MV0269.an estimated accuracy of +/- 6 seconds.
 MV0269
 MV0269.The orthometric height was determined by differential leveling
 MV0269.and adjusted by the National Geodetic Survey in June 1991..
 MV0269
 MV0269.The geoid height was determined by GEOID03.
 MV0269
 MV0269.The dynamic height is computed by dividing the NAVD 88
 MV0269.geopotential number by the normal gravity value computed on the
 MV0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0269.degrees latitude (g = 980.6199 gals.).
 MV0269
 MV0269.The modeled gravity was interpolated from observed gravity values.
 MV0269
 MV0269;                    North         East    Units  Estimated Accuracy
 MV0269;SPC NV W     - 4,783,230.      800,650.      MT  (+/- 180 meters Scaled)
 MV0269
 MV0269                          SUPERSEDED SURVEY CONTROL
 MV0269
 MV0269.No superseded survey control is available for this station.
 MV0269
 MV0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG691295(NAD 83)
 MV0269_MARKER: I = METAL ROD
 MV0269_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MV0269+WITH SETTING: INFORMATION.
 MV0269_SP_SET: SHALLOW SET METAL ROD
 MV0269_STAMPING: B 431 1984
 MV0269_MARK LOGO: NGS   
 MV0269_PROJECTION: FLUSH
 MV0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0269_ROD/PIPE-DEPTH: 0.9  meters
 MV0269
 MV0269  HISTORY     - Date     Condition        Report By
 MV0269  HISTORY     - 1984     MONUMENTED       NGS
 MV0269
 MV0269                          STATION DESCRIPTION
 MV0269
 MV0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0269'21.7 KM (13.5 MI) SE FROM DENIO.
 MV0269'21.74 KM (13.51 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0269'OFFICE AT DENIO, ON THE SOUTHEAST SLOPE OF A HILL, 0.50 KM (0.31 MI)
 MV0269'SOUTHEAST OF THE CREST OF A GRADE, 24.8 METERS (81.5 FT) NORTHEAST OF
 MV0269'THE HIGHWAY CENTERLINE, 51.8 METERS (170 FT) SOUTH-SOUTHWEST OF POWER
 MV0269'POLE C 326, 29.4 METERS (96.4 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE
 MV0269'AND 25.8 METERS (84.7 FT) EAST OF MILEPOST 55.
 MV0269'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 MV0269'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0494 ***********************************************************************
 JQ0494  DESIGNATION -  B 432
 JQ0494  PID         -  JQ0494
 JQ0494  STATE/COUNTY-  NV/ESMERALDA
 JQ0494  USGS QUAD   -  BLAIR JUNCTION (1968)
 JQ0494
 JQ0494                         *CURRENT SURVEY CONTROL
 JQ0494  ___________________________________________________________________
 JQ0494* NAD 83(1986)-  38 01 03.     (N)    117 46 33.     (W)     SCALED    
 JQ0494* NAVD 88     -      1486.899  (meters)    4878.27   (feet)  ADJUSTED  
 JQ0494  ___________________________________________________________________
 JQ0494  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 JQ0494  DYNAMIC HT  -        1485.292 (meters)    4873.00  (feet)  COMP
 JQ0494  MODELED GRAV-     979,496.9   (mgal)                       NAVD 88
 JQ0494
 JQ0494  VERT ORDER  -  FIRST     CLASS II
 JQ0494
 JQ0494.The horizontal coordinates were scaled from a topographic map and have
 JQ0494.an estimated accuracy of +/- 6 seconds.
 JQ0494
 JQ0494.The orthometric height was determined by differential leveling
 JQ0494.and adjusted by the National Geodetic Survey in June 1991..
 JQ0494
 JQ0494.The geoid height was determined by GEOID03.
 JQ0494
 JQ0494.The dynamic height is computed by dividing the NAVD 88
 JQ0494.geopotential number by the normal gravity value computed on the
 JQ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0494.degrees latitude (g = 980.6199 gals.).
 JQ0494
 JQ0494.The modeled gravity was interpolated from observed gravity values.
 JQ0494
 JQ0494;                    North         East    Units  Estimated Accuracy
 JQ0494;SPC NV W     - 4,362,850.      870,900.      MT  (+/- 180 meters Scaled)
 JQ0494
 JQ0494                          SUPERSEDED SURVEY CONTROL
 JQ0494
 JQ0494.No superseded survey control is available for this station.
 JQ0494
 JQ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC319080(NAD 83)
 JQ0494_MARKER: I = METAL ROD
 JQ0494_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JQ0494_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JQ0494_STAMPING: B 432 1984
 JQ0494_MARK LOGO: NGS   
 JQ0494_PROJECTION: FLUSH
 JQ0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0494+STABILITY: POSITION/ELEVATION WELL
 JQ0494_ROD/PIPE-DEPTH: 14.6 meters
 JQ0494_SLEEVE-DEPTH  : 9.1 meters
 JQ0494
 JQ0494  HISTORY     - Date     Condition        Report By
 JQ0494  HISTORY     - 1984     MONUMENTED       NGS
 JQ0494
 JQ0494                          STATION DESCRIPTION
 JQ0494
 JQ0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0494'10.1 KM (6.3 MI) EAST FROM COALDALE.
 JQ0494'10.1 KM (6.3 MI) EAST ALONG US HIGHWAYS 6 AND 95 FROM THERE JUNCTION
 JQ0494'AT COALDALE, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF STATE
 JQ0494'HIGHWAY 47 (BLAIRS JUNCTION), 124.4 METERS (408 FT) SOUTH OF THE
 JQ0494'HIGHWAY CENTERLINE, 61.3 METERS (201 FT) EAST OF THE CENTER OF STATE
 JQ0494'HIGHWAY 47, 86.6 METERS (284 FT) SOUTH OF THE SILVER PEAK HISTORICAL
 JQ0494'MOUNMENT SIGN, 8.8 METERS (29 FT) SOUTHWEST OF A TELEPHONE POLE AND
 JQ0494'3.7 METERS (12 FT) WEST OF POWER POLE 223750-5.
 JQ0494'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 JQ0494'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0493 ***********************************************************************
 JQ0493  DESIGNATION -  B 433
 JQ0493  PID         -  JQ0493
 JQ0493  STATE/COUNTY-  NV/ESMERALDA
 JQ0493  USGS QUAD   -  GILBERT SE (1968)
 JQ0493
 JQ0493                         *CURRENT SURVEY CONTROL
 JQ0493  ___________________________________________________________________
 JQ0493* NAD 83(1986)-  38 06 20.     (N)    117 36 21.     (W)     SCALED    
 JQ0493* NAVD 88     -      1457.788  (meters)    4782.76   (feet)  ADJUSTED  
 JQ0493  ___________________________________________________________________
 JQ0493  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 JQ0493  DYNAMIC HT  -        1456.250 (meters)    4777.71  (feet)  COMP
 JQ0493  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 JQ0493
 JQ0493  VERT ORDER  -  FIRST     CLASS II
 JQ0493
 JQ0493.The horizontal coordinates were scaled from a topographic map and have
 JQ0493.an estimated accuracy of +/- 6 seconds.
 JQ0493
 JQ0493.The orthometric height was determined by differential leveling
 JQ0493.and adjusted by the National Geodetic Survey in June 1991..
 JQ0493
 JQ0493.The geoid height was determined by GEOID03.
 JQ0493
 JQ0493.The dynamic height is computed by dividing the NAVD 88
 JQ0493.geopotential number by the normal gravity value computed on the
 JQ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0493.degrees latitude (g = 980.6199 gals.).
 JQ0493
 JQ0493.The modeled gravity was interpolated from observed gravity values.
 JQ0493
 JQ0493;                    North         East    Units  Estimated Accuracy
 JQ0493;SPC NV W     - 4,372,770.      885,730.      MT  (+/- 180 meters Scaled)
 JQ0493
 JQ0493                          SUPERSEDED SURVEY CONTROL
 JQ0493
 JQ0493.No superseded survey control is available for this station.
 JQ0493
 JQ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC468177(NAD 83)
 JQ0493_MARKER: I = METAL ROD
 JQ0493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0493_SP_SET: STAINLESS STEEL ROD
 JQ0493_STAMPING: B 433 1984
 JQ0493_MARK LOGO: NGS   
 JQ0493_PROJECTION: FLUSH
 JQ0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0493_ROD/PIPE-DEPTH: 12.2 meters
 JQ0493
 JQ0493  HISTORY     - Date     Condition        Report By
 JQ0493  HISTORY     - 1984     MONUMENTED       NGS
 JQ0493
 JQ0493                          STATION DESCRIPTION
 JQ0493
 JQ0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0493'28.9 KM (18.1 MI) EAST FROM COALDALE.
 JQ0493'28.95 KM (18.1 MI) EAST ALONG US HIGHWAYS 6 AND 95 FROM THERE JUNCTION
 JQ0493'AT COALDALE, 0.38 KM (0.23 MI) SOUTHWEST OF MILEPOST 37, 66.4 METERS
 JQ0493'(218 FT) NORTHWEST OF THE HIGHWAY CENTERLINE AND 15.8 METERS (52 FT)
 JQ0493'NORTHEAST OF THE NORTHWEST POLE FOR A DOUBLE TELEPHONE STRUCTURE.
 JQ0493'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 JQ0493'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0380 ***********************************************************************
 KQ0380  DESIGNATION -  B 434
 KQ0380  PID         -  KQ0380
 KQ0380  STATE/COUNTY-  NV/LANDER
 KQ0380  USGS QUAD   -  YANKEE BLADE (1982)
 KQ0380
 KQ0380                         *CURRENT SURVEY CONTROL
 KQ0380  ___________________________________________________________________
 KQ0380* NAD 83(1986)-  39 30 07.     (N)    117 06 48.     (W)     SCALED    
 KQ0380* NAVD 88     -      1797.216  (meters)    5896.37   (feet)  ADJUSTED  
 KQ0380  ___________________________________________________________________
 KQ0380  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 KQ0380  DYNAMIC HT  -        1795.384 (meters)    5890.36  (feet)  COMP
 KQ0380  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 KQ0380
 KQ0380  VERT ORDER  -  FIRST     CLASS II
 KQ0380
 KQ0380.The horizontal coordinates were scaled from a topographic map and have
 KQ0380.an estimated accuracy of +/- 6 seconds.
 KQ0380
 KQ0380.The orthometric height was determined by differential leveling
 KQ0380.and adjusted by the National Geodetic Survey in June 1991..
 KQ0380
 KQ0380.The geoid height was determined by GEOID03.
 KQ0380
 KQ0380.The dynamic height is computed by dividing the NAVD 88
 KQ0380.geopotential number by the normal gravity value computed on the
 KQ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0380.degrees latitude (g = 980.6199 gals.).
 KQ0380
 KQ0380.The modeled gravity was interpolated from observed gravity values.
 KQ0380
 KQ0380;                    North         East    Units  Estimated Accuracy
 KQ0380;SPC NV C     - 6,527,410.      461,590.      MT  (+/- 180 meters Scaled)
 KQ0380
 KQ0380                          SUPERSEDED SURVEY CONTROL
 KQ0380
 KQ0380.No superseded survey control is available for this station.
 KQ0380
 KQ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD902724(NAD 83)
 KQ0380_MARKER: I = METAL ROD
 KQ0380_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KQ0380_SP_SET: STAINLESS STEEL ROD
 KQ0380_STAMPING: B 434 1985
 KQ0380_MARK LOGO: NGS   
 KQ0380_PROJECTION: FLUSH
 KQ0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KQ0380_ROD/PIPE-DEPTH: 7.3  meters
 KQ0380
 KQ0380  HISTORY     - Date     Condition        Report By
 KQ0380  HISTORY     - 1985     MONUMENTED       NGS
 KQ0380
 KQ0380                          STATION DESCRIPTION
 KQ0380
 KQ0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0380'4.2 KM (2.6 MI) SW FROM AUSTIN.
 KQ0380'4.2 KM (2.6 MI) WEST ALONG STATE HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0380'AT AUSTIN, ON THE NORTHEAST SLOPE OF A HILL AT THE EAST END OF A TALL
 KQ0380'HIGHWAY CUT AT THE WEST END OF A LONG FILL, 1.14 KM (0.71 MI) WEST OF
 KQ0380'THE T JUNCTION OF BIG CREEK ROAD, 0.37 KM (0.23 MI) EAST OF MILEPOST
 KQ0380'21, 31.4 METERS (103 FT) NORTH OF THE HIGHWAY CENTERLINE, 92.4 METERS
 KQ0380'(303 FT) WEST-NORTHWEST OF THE CENTER OF THE NORTH END OF A 48-INCH
 KQ0380'CORRUGATED METAL PIPE CULVERT AND 30.5 METERS (100 FT) NORTHWEST OF
 KQ0380'THE WEST END OF A METAL GUARD RAIL.
 KQ0380'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 KQ0380'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0924 ***********************************************************************
 JR0924  DESIGNATION -  B 435
 JR0924  PID         -  JR0924
 JR0924  STATE/COUNTY-  NV/MINERAL
 JR0924  USGS QUAD   -  GABBS MOUNTAIN (1979)
 JR0924
 JR0924                         *CURRENT SURVEY CONTROL
 JR0924  ___________________________________________________________________
 JR0924* NAD 83(1986)-  38 43 33.     (N)    118 03 10.     (W)     SCALED    
 JR0924* NAVD 88     -      1475.783  (meters)    4841.80   (feet)  ADJUSTED  
 JR0924  ___________________________________________________________________
 JR0924  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 JR0924  DYNAMIC HT  -        1474.291 (meters)    4836.90  (feet)  COMP
 JR0924  MODELED GRAV-     979,565.9   (mgal)                       NAVD 88
 JR0924
 JR0924  VERT ORDER  -  FIRST     CLASS II
 JR0924
 JR0924.The horizontal coordinates were scaled from a topographic map and have
 JR0924.an estimated accuracy of +/- 6 seconds.
 JR0924
 JR0924.The orthometric height was determined by differential leveling
 JR0924.and adjusted by the National Geodetic Survey in June 1991..
 JR0924
 JR0924.The geoid height was determined by GEOID03.
 JR0924
 JR0924.The dynamic height is computed by dividing the NAVD 88
 JR0924.geopotential number by the normal gravity value computed on the
 JR0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0924.degrees latitude (g = 980.6199 gals.).
 JR0924
 JR0924.The modeled gravity was interpolated from observed gravity values.
 JR0924
 JR0924;                    North         East    Units  Estimated Accuracy
 JR0924;SPC NV W     - 4,441,300.      846,130.      MT  (+/- 180 meters Scaled)
 JR0924
 JR0924                          SUPERSEDED SURVEY CONTROL
 JR0924
 JR0924.No superseded survey control is available for this station.
 JR0924
 JR0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC084868(NAD 83)
 JR0924_MARKER: I = METAL ROD
 JR0924_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JR0924+WITH SETTING: INFORMATION.
 JR0924_SP_SET: SHALLOW SET METAL ROD
 JR0924_STAMPING: B 435 1985
 JR0924_MARK LOGO: NGS   
 JR0924_PROJECTION: FLUSH
 JR0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0924_ROD/PIPE-DEPTH: 2.1  meters
 JR0924
 JR0924  HISTORY     - Date     Condition        Report By
 JR0924  HISTORY     - 1985     MONUMENTED       NGS
 JR0924
 JR0924                          STATION DESCRIPTION
 JR0924
 JR0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JR0924'20.0 KM (12.4 MI) SW FROM GABBS.
 JR0924'0.6 KM (0.4 MI) SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JR0924'THENCE 19.4 KM (12.0 MI) SOUTHWEST ALONG STATE HIGHWAY 361, AT THE
 JR0924'SOUTHEAST END OF A BORROW PIT, 0.45 KM (0.28 MI) SOUTHWEST OF THE T
 JR0924'JUNCTION OF A DIRT ROAD LEADING NORTHWEST TO RAWHIDE, 22.4 METERS
 JR0924'(73.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 28.4 METERS (93.5 FT)
 JR0924'SOUTHWEST OF MILEPOST 19, 34.1 METERS (112 FT) SOUTHEAST OF THE
 JR0924'SOUTHEAST EDGE OF THE BORROW PIT AND 5.5 METERS (18 FT) EAST OF THE
 JR0924'CENTER OF A SHALLOW DRAINAGE DITCH LEADING NORTH INTO THE BORROW PIT.
 JR0924'NOTE ROD SET TO 7 FOOT IMBEDDED REFUSAL.
 JR0924'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 JR0924'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0412 ***********************************************************************
 KQ0412  DESIGNATION -  B 436
 KQ0412  PID         -  KQ0412
 KQ0412  STATE/COUNTY-  NV/LANDER
 KQ0412  USGS QUAD   -  MANHATTAN MTN NE (1969)
 KQ0412
 KQ0412                         *CURRENT SURVEY CONTROL
 KQ0412  ___________________________________________________________________
 KQ0412* NAD 83(1986)-  39 54 10.     (N)    117 07 04.     (W)     SCALED    
 KQ0412* NAVD 88     -      1598.502  (meters)    5244.42   (feet)  ADJUSTED  
 KQ0412  ___________________________________________________________________
 KQ0412  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 KQ0412  DYNAMIC HT  -        1597.039 (meters)    5239.62  (feet)  COMP
 KQ0412  MODELED GRAV-     979,654.5   (mgal)                       NAVD 88
 KQ0412
 KQ0412  VERT ORDER  -  FIRST     CLASS II
 KQ0412
 KQ0412.The horizontal coordinates were scaled from a topographic map and have
 KQ0412.an estimated accuracy of +/- 6 seconds.
 KQ0412
 KQ0412.The orthometric height was determined by differential leveling
 KQ0412.and adjusted by the National Geodetic Survey in June 1991..
 KQ0412
 KQ0412.The geoid height was determined by GEOID03.
 KQ0412
 KQ0412.The dynamic height is computed by dividing the NAVD 88
 KQ0412.geopotential number by the normal gravity value computed on the
 KQ0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0412.degrees latitude (g = 980.6199 gals.).
 KQ0412
 KQ0412.The modeled gravity was interpolated from observed gravity values.
 KQ0412
 KQ0412;                    North         East    Units  Estimated Accuracy
 KQ0412;SPC NV C     - 6,571,920.      461,430.      MT  (+/- 180 meters Scaled)
 KQ0412
 KQ0412                          SUPERSEDED SURVEY CONTROL
 KQ0412
 KQ0412.No superseded survey control is available for this station.
 KQ0412
 KQ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME899169(NAD 83)
 KQ0412_MARKER: DB = BENCH MARK DISK
 KQ0412_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0412_SP_SET: ROCK OUTCROP
 KQ0412_STAMPING: B 436 1985
 KQ0412_MARK LOGO: NGS   
 KQ0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KQ0412
 KQ0412  HISTORY     - Date     Condition        Report By
 KQ0412  HISTORY     - 1985     MONUMENTED       NGS
 KQ0412
 KQ0412                          STATION DESCRIPTION
 KQ0412
 KQ0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0412'50.4 KM (31.3 MI) NORTH FROM AUSTIN.
 KQ0412'1.56 KM (0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0412'AT AUSTIN, THENCE 48.84 KM (30.35 MI) NORTH ALONG STATE HIGHWAY 305,
 KQ0412'AT THE T JUNCTION OF A TRACK ROAD LEADING NORTHWEST, IN TOP OF A SMALL
 KQ0412'FRACTURED 2 BY 5 FOOT PORTION OF OUTCROP PROJECTING 1.5 FEET ABOVE THE
 KQ0412'SURFACE OF THE GROUND, 0.25 KM (0.15 MI) NORTHWEST OF THE STEINER
 KQ0412'RANCH, 21.3 METERS (70 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 KQ0412'80.0 METERS (262 FT) NORTHWEST OF MILEPOST 61, 3.0 METERS (10 FT)
 KQ0412'NORTHWEST OF THE EXTENDED CENTER OF THE TRACK ROAD AND 0.9 METER
 KQ0412'(3 FT) SOUTH OF THE NORTH END OF THE OUTCROP.
 KQ0412'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 KQ0412'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0791 ***********************************************************************
 LR0791  DESIGNATION -  B 437
 LR0791  PID         -  LR0791
 LR0791  STATE/COUNTY-  NV/LANDER
 LR0791  USGS QUAD   -  GALENA CANYON (1984)
 LR0791
 LR0791                         *CURRENT SURVEY CONTROL
 LR0791  ___________________________________________________________________
 LR0791* NAD 83(1986)-  40 34 30.     (N)    117 00 59.     (W)     SCALED    
 LR0791* NAVD 88     -      1465.165  (meters)    4806.96   (feet)  ADJUSTED  
 LR0791  ___________________________________________________________________
 LR0791  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 LR0791  DYNAMIC HT  -        1463.971 (meters)    4803.04  (feet)  COMP
 LR0791  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 LR0791
 LR0791  VERT ORDER  -  FIRST     CLASS II
 LR0791
 LR0791.The horizontal coordinates were scaled from a topographic map and have
 LR0791.an estimated accuracy of +/- 6 seconds.
 LR0791
 LR0791.The orthometric height was determined by differential leveling
 LR0791.and adjusted by the National Geodetic Survey in June 1991..
 LR0791
 LR0791.The geoid height was determined by GEOID03.
 LR0791
 LR0791.The dynamic height is computed by dividing the NAVD 88
 LR0791.geopotential number by the normal gravity value computed on the
 LR0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0791.degrees latitude (g = 980.6199 gals.).
 LR0791
 LR0791.The modeled gravity was interpolated from observed gravity values.
 LR0791
 LR0791;                    North         East    Units  Estimated Accuracy
 LR0791;SPC NV C     - 6,646,510.      470,390.      MT  (+/- 180 meters Scaled)
 LR0791
 LR0791                          SUPERSEDED SURVEY CONTROL
 LR0791
 LR0791.No superseded survey control is available for this station.
 LR0791
 LR0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME986915(NAD 83)
 LR0791_MARKER: I = METAL ROD
 LR0791_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0791_SP_SET: STAINLESS STEEL ROD
 LR0791_STAMPING: B 437 1985
 LR0791_MARK LOGO: NGS   
 LR0791_PROJECTION: FLUSH
 LR0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0791_ROD/PIPE-DEPTH: 3.0  meters
 LR0791
 LR0791  HISTORY     - Date     Condition        Report By
 LR0791  HISTORY     - 1985     MONUMENTED       NGS
 LR0791
 LR0791                          STATION DESCRIPTION
 LR0791
 LR0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LR0791'9.6 KM (6.0 MI) SOUTH FROM BATTLE MTN.
 LR0791'9.57 KM (5.95 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0791'AT BATTLE MTN, 1.08 KM (0.67 MI) SOUTHWEST OF THE T JUNCTION OF A
 LR0791'PAVED ROAD LEADING NORTHWEST TO COPPER BASIN, 36.0 METERS (118 FT)
 LR0791'SOUTHEAST OF THE HIGHWAY CENTERLINE, 40.2 METERS (132 FT) SOUTH OF THE
 LR0791'SOUTHEAST END OF A 24-INCH PIPE CULVERT, 36.9 METERS (121 FT) NORTH OF
 LR0791'A TELEPHONE POLE AND 30.8 METERS (101 FT) SOUTHEAST OF MILEPOST 112.
 LR0791'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 LR0791'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1410 ***********************************************************************
 KR1410  DESIGNATION -  B 439
 KR1410  PID         -  KR1410
 KR1410  STATE/COUNTY-  NV/LYON
 KR1410  USGS QUAD   -  FERNLEY EAST (1985)
 KR1410
 KR1410                         *CURRENT SURVEY CONTROL
 KR1410  ___________________________________________________________________
 KR1410* NAD 83(1986)-  39 35 51.     (N)    119 11 24.     (W)     SCALED    
 KR1410* NAVD 88     -      1249.819  (meters)    4100.45   (feet)  ADJUSTED  
 KR1410  ___________________________________________________________________
 KR1410  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 KR1410  DYNAMIC HT  -        1248.741 (meters)    4096.91  (feet)  COMP
 KR1410  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 KR1410
 KR1410  VERT ORDER  -  FIRST     CLASS II
 KR1410
 KR1410.The horizontal coordinates were scaled from a topographic map and have
 KR1410.an estimated accuracy of +/- 6 seconds.
 KR1410
 KR1410.The orthometric height was determined by differential leveling
 KR1410.and adjusted by the National Geodetic Survey in June 1991..
 KR1410
 KR1410.The geoid height was determined by GEOID03.
 KR1410
 KR1410.The dynamic height is computed by dividing the NAVD 88
 KR1410.geopotential number by the normal gravity value computed on the
 KR1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1410.degrees latitude (g = 980.6199 gals.).
 KR1410
 KR1410.The modeled gravity was interpolated from observed gravity values.
 KR1410
 KR1410;                    North         East    Units  Estimated Accuracy
 KR1410;SPC NV W     - 4,538,100.      747,900.      MT  (+/- 180 meters Scaled)
 KR1410
 KR1410                          SUPERSEDED SURVEY CONTROL
 KR1410
 KR1410.No superseded survey control is available for this station.
 KR1410
 KR1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD119853(NAD 83)
 KR1410_MARKER: I = METAL ROD
 KR1410_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1410_SP_SET: STAINLESS STEEL ROD
 KR1410_STAMPING: B 439 1986
 KR1410_MARK LOGO: NGS   
 KR1410_PROJECTION: FLUSH
 KR1410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1410_ROD/PIPE-DEPTH: 8.5  meters
 KR1410
 KR1410  HISTORY     - Date     Condition        Report By
 KR1410  HISTORY     - 1986     MONUMENTED       NGS
 KR1410
 KR1410                          STATION DESCRIPTION
 KR1410
 KR1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1410'5.9 KM (3.65 MI) EAST FROM FERNLEY.
 KR1410'0.40 KM (0.25 MI) NORTH ALONG US ALTERNATE HIGHWAY 95 AND US ALTERNATE
 KR1410'HIGHWAY 50 FROM THE POST OFFICE IN FERNLEY, THENCE 5.5 KM (3.4 MI)
 KR1410'EAST ALONG US ALTERNATE HIGHWAY 50, AT A DIRT ROAD LEADING NORTH
 KR1410'THROUGH A WIRE GATE, IN LINE WITH THE SUPPORT POSTS OF A LARGE
 KR1410'BILLBOARD, 37.8 METERS (124 FT) NORTH OF THE CENTERLINE OF THE
 KR1410'HIGHWAY, 12.2 METERS (40 FT) EAST OF THE CENTERLINE OF THE DIRT ROAD,
 KR1410'13.6 METERS (44.5 FT) WEST OF A CORNER FENCEPOST AT AN OFFSET, 0.3
 KR1410'METER (1.0 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 KR1410'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KR1410'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 KR1410'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0170 ***********************************************************************
 KP0170  DESIGNATION -  B 44
 KP0170  PID         -  KP0170
 KP0170  STATE/COUNTY-  NV/WHITE PINE
 KP0170  USGS QUAD   -  SILVERADO MOUNTAIN (1990)
 KP0170
 KP0170                         *CURRENT SURVEY CONTROL
 KP0170  ___________________________________________________________________
 KP0170* NAD 83(1986)-  39 23 13.     (N)    115 45 46.     (W)     SCALED    
 KP0170* NAVD 88     -      1848.759  (meters)    6065.47   (feet)  ADJUSTED  
 KP0170  ___________________________________________________________________
 KP0170  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 KP0170  DYNAMIC HT  -        1846.850 (meters)    6059.21  (feet)  COMP
 KP0170  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 KP0170
 KP0170  VERT ORDER  -  FIRST     CLASS II
 KP0170
 KP0170.The horizontal coordinates were scaled from a topographic map and have
 KP0170.an estimated accuracy of +/- 6 seconds.
 KP0170
 KP0170.The orthometric height was determined by differential leveling
 KP0170.and adjusted by the National Geodetic Survey in June 1991..
 KP0170
 KP0170.The geoid height was determined by GEOID03.
 KP0170
 KP0170.The dynamic height is computed by dividing the NAVD 88
 KP0170.geopotential number by the normal gravity value computed on the
 KP0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0170.degrees latitude (g = 980.6199 gals.).
 KP0170
 KP0170.The modeled gravity was interpolated from observed gravity values.
 KP0170
 KP0170;                    North         East    Units  Estimated Accuracy
 KP0170;SPC NV E     - 8,514,570.      184,540.      MT  (+/- 180 meters Scaled)
 KP0170
 KP0170                          SUPERSEDED SURVEY CONTROL
 KP0170
 KP0170  NGVD 29 (??/??/92) 1847.488  (m)         6061.30   (f) ADJ UNCH    1 2
 KP0170
 KP0170.Superseded values are not recommended for survey control.
 KP0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0170.See file dsdata.txt to determine how the superseded data were derived.
 KP0170
 KP0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD065604(NAD 83)
 KP0170_MARKER: DB = BENCH MARK DISK
 KP0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0170_STAMPING: B 44 1934
 KP0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0170+STABILITY: SURFACE MOTION
 KP0170
 KP0170  HISTORY     - Date     Condition        Report By
 KP0170  HISTORY     - 1934     MONUMENTED       CGS
 KP0170  HISTORY     - 1957     GOOD             NGS
 KP0170
 KP0170                          STATION DESCRIPTION
 KP0170
 KP0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KP0170'18.8 MI SE FROM EUREKA.
 KP0170'IN WHITE PINE COUNTY, 18.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM
 KP0170'THE COUNTY COURTHOUSE AT EUREKA, EUREKA COUNTY, AND 75 FEET
 KP0170'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 KP0170'STAMPED B 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1433 ***********************************************************************
 KR1433  DESIGNATION -  B 441
 KR1433  PID         -  KR1433
 KR1433  STATE/COUNTY-  NV/LYON
 KR1433  USGS QUAD   -  FERNLEY EAST (1985)
 KR1433
 KR1433                         *CURRENT SURVEY CONTROL
 KR1433  ___________________________________________________________________
 KR1433* NAD 83(1986)-  39 36 51.     (N)    119 12 48.     (W)     SCALED    
 KR1433* NAVD 88     -      1260.456  (meters)    4135.35   (feet)  ADJUSTED  
 KR1433  ___________________________________________________________________
 KR1433  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 KR1433  DYNAMIC HT  -        1259.370 (meters)    4131.78  (feet)  COMP
 KR1433  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 KR1433
 KR1433  VERT ORDER  -  FIRST     CLASS II
 KR1433
 KR1433.The horizontal coordinates were scaled from a topographic map and have
 KR1433.an estimated accuracy of +/- 6 seconds.
 KR1433
 KR1433.The orthometric height was determined by differential leveling
 KR1433.and adjusted by the National Geodetic Survey in June 1991..
 KR1433
 KR1433.The geoid height was determined by GEOID03.
 KR1433
 KR1433.The dynamic height is computed by dividing the NAVD 88
 KR1433.geopotential number by the normal gravity value computed on the
 KR1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1433.degrees latitude (g = 980.6199 gals.).
 KR1433
 KR1433.The modeled gravity was interpolated from observed gravity values.
 KR1433
 KR1433;                    North         East    Units  Estimated Accuracy
 KR1433;SPC NV W     - 4,539,970.      745,910.      MT  (+/- 180 meters Scaled)
 KR1433
 KR1433                          SUPERSEDED SURVEY CONTROL
 KR1433
 KR1433.No superseded survey control is available for this station.
 KR1433
 KR1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD100872(NAD 83)
 KR1433_MARKER: I = METAL ROD
 KR1433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1433_SP_SET: STAINLESS STEEL ROD
 KR1433_STAMPING: B 441 1986
 KR1433_MARK LOGO: NGS   
 KR1433_PROJECTION: FLUSH
 KR1433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1433_ROD/PIPE-DEPTH: 9.4  meters
 KR1433
 KR1433  HISTORY     - Date     Condition        Report By
 KR1433  HISTORY     - 1986     MONUMENTED       NGS
 KR1433
 KR1433                          STATION DESCRIPTION
 KR1433
 KR1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1433'4.2 KM (2.6 MI) NE FROM FERNLEY.
 KR1433'3.81 KM (2.38 MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE
 KR1433'POST OFFICE IN FERNLEY, THENCE 0.44 KM (0.27 MI) NORTHEAST ALONG
 KR1433'INTERSTATE HIGHWAY 80, 61 METERS (200 FT) SOUTHEAST OF THE CENTERLINE
 KR1433'OF I-80 EASTBOUND, 39.3 METERS (129 FT) SOUTH-SOUTHEAST OF A METAL
 KR1433'LIGHT POLE, 11.7 METERS (38.5 FT) NORTHEAST OF THE LAST WOOD POWERLINE
 KR1433'POLE WHERE THE LINE GOES UNDERGROUND, 0.5 METERS (1.5 FT) NORTHEAST OF
 KR1433'THE NORTHEAST 1 OF 2 BRACED RIGHT OF WAY FENCE POSTS.  NOTE--ACCESS TO
 KR1433'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KR1433'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR1433'THE MARK IS 0.4 M BELOW THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0478 ***********************************************************************
 LS0478  DESIGNATION -  B 442
 LS0478  PID         -  LS0478
 LS0478  STATE/COUNTY-  NV/PERSHING
 LS0478  USGS QUAD   -  ARABIA (1987)
 LS0478
 LS0478                         *CURRENT SURVEY CONTROL
 LS0478  ___________________________________________________________________
 LS0478* NAD 83(1986)-  40 15 13.     (N)    118 22 48.     (W)     SCALED    
 LS0478* NAVD 88     -      1251.555  (meters)    4106.14   (feet)  ADJUSTED  
 LS0478  ___________________________________________________________________
 LS0478  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 LS0478  DYNAMIC HT  -        1250.554 (meters)    4102.86  (feet)  COMP
 LS0478  MODELED GRAV-     979,782.2   (mgal)                       NAVD 88
 LS0478
 LS0478  VERT ORDER  -  FIRST     CLASS II
 LS0478
 LS0478.The horizontal coordinates were scaled from a topographic map and have
 LS0478.an estimated accuracy of +/- 6 seconds.
 LS0478
 LS0478.The orthometric height was determined by differential leveling
 LS0478.and adjusted by the National Geodetic Survey in June 1991..
 LS0478
 LS0478.The geoid height was determined by GEOID03.
 LS0478
 LS0478.The dynamic height is computed by dividing the NAVD 88
 LS0478.geopotential number by the normal gravity value computed on the
 LS0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0478.degrees latitude (g = 980.6199 gals.).
 LS0478
 LS0478.The modeled gravity was interpolated from observed gravity values.
 LS0478
 LS0478;                    North         East    Units  Estimated Accuracy
 LS0478;SPC NV W     - 4,610,790.      817,300.      MT  (+/- 180 meters Scaled)
 LS0478
 LS0478                          SUPERSEDED SURVEY CONTROL
 LS0478
 LS0478.No superseded survey control is available for this station.
 LS0478
 LS0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE826568(NAD 83)
 LS0478_MARKER: I = METAL ROD
 LS0478_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LS0478_SP_SET: STAINLESS STEEL ROD
 LS0478_STAMPING: B 442 1986
 LS0478_MARK LOGO: NGS   
 LS0478_PROJECTION: FLUSH
 LS0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LS0478_ROD/PIPE-DEPTH: 10.9 meters
 LS0478
 LS0478  HISTORY     - Date     Condition        Report By
 LS0478  HISTORY     - 1986     MONUMENTED       NGS
 LS0478
 LS0478                          STATION DESCRIPTION
 LS0478
 LS0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LS0478'12.1 KM (7.5 MI) NE FROM LOVELOCK.
 LS0478'0.5 KM (0.3 MI) NORTHEAST ALONG CORNELL AVENUE FROM THE INTERSECTION
 LS0478'OF MAIN STREET IN LOVELOCK, THENCE 9.6 KM (6.0 MI) NORTHEAST ALONG
 LS0478'UPPER VALLEY ROAD, THENCE 0.6 KM (0.4 MI) EAST ALONG COAL CANYON ROAD,
 LS0478'THENCE 1.4 KM (0.9 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 80, 0.65 KM
 LS0478'(0.40 MI) NORTHEAST OF MILEPOST 113, 61.4 METERS (201.5 FT) SOUTHEAST
 LS0478'OF THE CENTERLINE OF THE EASTBOUND LANES, 57.3 METERS (188 FT) EAST OF
 LS0478'COUNTY MILEPOST 24.73, 44.5 METERS (146 FT) SOUTHEAST OF THE NORTHEAST
 LS0478'END OF THE SOUTHEAST HEADWALL OF A DOUBLE BOX CULVERT, 0.5 METERS (1.5
 LS0478'FT) NORTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 LS0478'A 5-INCH LOGO CAP.
 LS0478'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LS0478'THE MARK IS ABOVE LEVEL WITH THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0804 ***********************************************************************
 LR0804  DESIGNATION -  B 443
 LR0804  PID         -  LR0804
 LR0804  STATE/COUNTY-  NV/HUMBOLDT
 LR0804  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0804
 LR0804                         *CURRENT SURVEY CONTROL
 LR0804  ___________________________________________________________________
 LR0804* NAD 83(1986)-  40 57 31.     (N)    117 44 51.     (W)     SCALED    
 LR0804* NAVD 88     -      1307.002  (meters)    4288.06   (feet)  ADJUSTED  
 LR0804  ___________________________________________________________________
 LR0804  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 LR0804  DYNAMIC HT  -        1306.022 (meters)    4284.84  (feet)  COMP
 LR0804  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 LR0804
 LR0804  VERT ORDER  -  FIRST     CLASS II
 LR0804
 LR0804.The horizontal coordinates were scaled from a topographic map and have
 LR0804.an estimated accuracy of +/- 6 seconds.
 LR0804
 LR0804.The orthometric height was determined by differential leveling
 LR0804.and adjusted by the National Geodetic Survey in June 1991..
 LR0804
 LR0804.The geoid height was determined by GEOID03.
 LR0804
 LR0804.The dynamic height is computed by dividing the NAVD 88
 LR0804.geopotential number by the normal gravity value computed on the
 LR0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0804.degrees latitude (g = 980.6199 gals.).
 LR0804
 LR0804.The modeled gravity was interpolated from observed gravity values.
 LR0804
 LR0804;                    North         East    Units  Estimated Accuracy
 LR0804;SPC NV W     - 4,689,390.      870,360.      MT  (+/- 180 meters Scaled)
 LR0804
 LR0804                          SUPERSEDED SURVEY CONTROL
 LR0804
 LR0804.No superseded survey control is available for this station.
 LR0804
 LR0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF370344(NAD 83)
 LR0804_MARKER: I = METAL ROD
 LR0804_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0804_SP_SET: STAINLESS STEEL ROD
 LR0804_STAMPING: B 443 1986
 LR0804_MARK LOGO: NGS   
 LR0804_PROJECTION: FLUSH
 LR0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0804_ROD/PIPE-DEPTH: 20.7 meters
 LR0804
 LR0804  HISTORY     - Date     Condition        Report By
 LR0804  HISTORY     - 1986     MONUMENTED       NGS
 LR0804
 LR0804                          STATION DESCRIPTION
 LR0804
 LR0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LR0804'1.9 KM (1.2 MI) SW FROM WINNEMUCCA.
 LR0804'1.1 KM (0.7 MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN
 LR0804'WINNEMUCCA, THENCE 0.8 KM (0.5 MI) SOUTHWEST ALONG BUSINESS ROUTE 80,
 LR0804'ACROSS THE ROAD FROM MCDONALDS RESTAURANT, 25.9 METERS (85.0 FT)
 LR0804'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES, 10.2 METERS (33.5
 LR0804'FT) SOUTHEAST OF THE WEST CORNER OF THE FOUNDATION OF OLD RIVERVIEW
 LR0804'MOTEL, 3.0 METERS (10.0 FT) SOUTHEAST OF A POLE FOR A POWERLINE
 LR0804'CROSSING.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LR0804'CAP.
 LR0804'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LR0804'THE MARK IS 1.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1832 ***********************************************************************
 KR1832  DESIGNATION -  B 446
 KR1832  PID         -  KR1832
 KR1832  STATE/COUNTY-  NV/CHURCHILL
 KR1832  USGS QUAD   -  GRIMES POINT (1985)
 KR1832
 KR1832                         *CURRENT SURVEY CONTROL
 KR1832  ___________________________________________________________________
 KR1832* NAD 83(1986)-  39 27 59.     (N)    118 44 04.     (W)     SCALED    
 KR1832* NAVD 88     -      1204.500  (meters)    3951.76   (feet)  ADJUSTED  
 KR1832  ___________________________________________________________________
 KR1832  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 KR1832  DYNAMIC HT  -        1203.463 (meters)    3948.36  (feet)  COMP
 KR1832  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 KR1832
 KR1832  VERT ORDER  -  FIRST     CLASS II
 KR1832
 KR1832.The horizontal coordinates were scaled from a topographic map and have
 KR1832.an estimated accuracy of +/- 6 seconds.
 KR1832
 KR1832.The orthometric height was determined by differential leveling
 KR1832.and adjusted by the National Geodetic Survey in October 1991..
 KR1832
 KR1832.The geoid height was determined by GEOID03.
 KR1832
 KR1832.The dynamic height is computed by dividing the NAVD 88
 KR1832.geopotential number by the normal gravity value computed on the
 KR1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1832.degrees latitude (g = 980.6199 gals.).
 KR1832
 KR1832.The modeled gravity was interpolated from observed gravity values.
 KR1832
 KR1832;                    North         East    Units  Estimated Accuracy
 KR1832;SPC NV W     - 4,523,380.      787,000.      MT  (+/- 180 meters Scaled)
 KR1832
 KR1832                          SUPERSEDED SURVEY CONTROL
 KR1832
 KR1832.No superseded survey control is available for this station.
 KR1832
 KR1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD507699(NAD 83)
 KR1832_MARKER: DB = BENCH MARK DISK
 KR1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1832_SP_SET: CONCRETE POST
 KR1832_STAMPING: B 446 1991
 KR1832_MARK LOGO: USN   
 KR1832_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1832+STABILITY: SURFACE MOTION
 KR1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1832+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KR1832
 KR1832  HISTORY     - Date     Condition        Report By
 KR1832  HISTORY     - 1991     MONUMENTED       NGS
 KR1832
 KR1832                          STATION DESCRIPTION
 KR1832
 KR1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1832'3.8 KM (2.4 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL IN
 KR1832'FALLON, THENCE 1.0 KM (0.6 MI) SOUTHERLY ALONG CROOK ROAD, 18.8 M
 KR1832'(61.7 FT) NORTH OF THE CENTER OF STARK LANE, 17.4 M (57.1 FT) EAST OF
 KR1832'AND LEVEL WITH THE CENTER OF THE ROAD, 1.1 M (3.6 FT) NORTHWEST OF A
 KR1832'STOP SIGN, 1.0 M (3.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND
 KR1832'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1837 ***********************************************************************
 KR1837  DESIGNATION -  B 447
 KR1837  PID         -  KR1837
 KR1837  STATE/COUNTY-  NV/CHURCHILL
 KR1837  USGS QUAD   -  GRIMES POINT (1985)
 KR1837
 KR1837                         *CURRENT SURVEY CONTROL
 KR1837  ___________________________________________________________________
 KR1837* NAD 83(1986)-  39 26 42.     (N)    118 42 40.     (W)     SCALED    
 KR1837* NAVD 88     -      1200.334  (meters)    3938.10   (feet)  ADJUSTED  
 KR1837  ___________________________________________________________________
 KR1837  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 KR1837  DYNAMIC HT  -        1199.296 (meters)    3934.69  (feet)  COMP
 KR1837  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 KR1837
 KR1837  VERT ORDER  -  FIRST     CLASS II
 KR1837
 KR1837.The horizontal coordinates were scaled from a topographic map and have
 KR1837.an estimated accuracy of +/- 6 seconds.
 KR1837
 KR1837.The orthometric height was determined by differential leveling
 KR1837.and adjusted by the National Geodetic Survey in October 1991..
 KR1837
 KR1837.The geoid height was determined by GEOID03.
 KR1837
 KR1837.The dynamic height is computed by dividing the NAVD 88
 KR1837.geopotential number by the normal gravity value computed on the
 KR1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1837.degrees latitude (g = 980.6199 gals.).
 KR1837
 KR1837.The modeled gravity was interpolated from observed gravity values.
 KR1837
 KR1837;                    North         East    Units  Estimated Accuracy
 KR1837;SPC NV W     - 4,521,010.      789,000.      MT  (+/- 180 meters Scaled)
 KR1837
 KR1837                          SUPERSEDED SURVEY CONTROL
 KR1837
 KR1837.No superseded survey control is available for this station.
 KR1837
 KR1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD527675(NAD 83)
 KR1837_MARKER: DB = BENCH MARK DISK
 KR1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1837_SP_SET: CONCRETE POST
 KR1837_STAMPING: B 447 1991
 KR1837_MARK LOGO: USN   
 KR1837_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1837+STABILITY: SURFACE MOTION
 KR1837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1837+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KR1837
 KR1837  HISTORY     - Date     Condition        Report By
 KR1837  HISTORY     - 1991     MONUMENTED       NGS
 KR1837  HISTORY     - 20051124 GOOD             GEOCAC
 KR1837
 KR1837                          STATION DESCRIPTION
 KR1837
 KR1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1837'12.2 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR1837'IN FALLON, THENCE 5.1 KM (3.2 MI) WESTERLY ALONG WILDES ROAD, THENCE
 KR1837'0.3 KM (0.2 MI) SOUTHERLY ALONG CARSON ROAD LEADING TO THE NORTH GATE
 KR1837'OF THE FALLON NAVAL AIR STATION, THENCE 1.2 KM (0.7 MI) EASTERLY
 KR1837'ALONG PERIMETER ROAD, 57.8 M (189.6 FT) NORTH OF THE CENTERLINE OF
 KR1837'THE ROAD, 18.6 M (61.0 FT) SOUTH OF A CHAIN-LINK FENCE, 18.4 M (60.4
 KR1837'FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A PAVED PARKING LOT,
 KR1837'1.5 M (4.9 FT) BELOW THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) SOUTH OF A
 KR1837'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 KR1837
 KR1837                          STATION RECOVERY (2005)
 KR1837
 KR1837'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR1837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0063 ***********************************************************************
 KQ0063  DESIGNATION -  B 45
 KQ0063  PID         -  KQ0063
 KQ0063  STATE/COUNTY-  NV/LANDER
 KQ0063  USGS QUAD   -  CAPE HORN (1989)
 KQ0063
 KQ0063                         *CURRENT SURVEY CONTROL
 KQ0063  ___________________________________________________________________
 KQ0063* NAD 83(1986)-  39 25 25.     (N)    116 45 32.     (W)     SCALED    
 KQ0063* NAVD 88     -      1891.246  (meters)    6204.86   (feet)  ADJUSTED  
 KQ0063  ___________________________________________________________________
 KQ0063  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 KQ0063  DYNAMIC HT  -        1889.310 (meters)    6198.51  (feet)  COMP
 KQ0063  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 KQ0063
 KQ0063  VERT ORDER  -  FIRST     CLASS II
 KQ0063
 KQ0063.The horizontal coordinates were scaled from a topographic map and have
 KQ0063.an estimated accuracy of +/- 6 seconds.
 KQ0063
 KQ0063.The orthometric height was determined by differential leveling
 KQ0063.and adjusted by the National Geodetic Survey in June 1991..
 KQ0063
 KQ0063.The geoid height was determined by GEOID03.
 KQ0063
 KQ0063.The dynamic height is computed by dividing the NAVD 88
 KQ0063.geopotential number by the normal gravity value computed on the
 KQ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0063.degrees latitude (g = 980.6199 gals.).
 KQ0063
 KQ0063.The modeled gravity was interpolated from observed gravity values.
 KQ0063
 KQ0063;                    North         East    Units  Estimated Accuracy
 KQ0063;SPC NV C     - 6,518,630.      492,060.      MT  (+/- 180 meters Scaled)
 KQ0063
 KQ0063                          SUPERSEDED SURVEY CONTROL
 KQ0063
 KQ0063  NGVD 29 (??/??/92) 1889.973  (m)         6200.69   (f) ADJ UNCH    1 2
 KQ0063
 KQ0063.Superseded values are not recommended for survey control.
 KQ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0063.See file dsdata.txt to determine how the superseded data were derived.
 KQ0063
 KQ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND207638(NAD 83)
 KQ0063_MARKER: DB = BENCH MARK DISK
 KQ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0063_STAMPING: B 45 1934
 KQ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0063+STABILITY: SURFACE MOTION
 KQ0063
 KQ0063  HISTORY     - Date     Condition        Report By
 KQ0063  HISTORY     - 1934     MONUMENTED       CGS
 KQ0063
 KQ0063                          STATION DESCRIPTION
 KQ0063
 KQ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KQ0063'21.6 MI W FROM TWIN SPRINGS.
 KQ0063'IN LANDER COUNTY, 21.6 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE
 KQ0063'SERVICE STATION AT TWIN SPRINGS, EUREKA COUNTY, 0.2 MILE WEST OF THE
 KQ0063'FOOT OF A HILL, BETWEEN THE END OF A FILL AND A SMALL ONE-SIDED CUT,
 KQ0063'AND 39 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 KQ0063'STAMPED B 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0308 ***********************************************************************
 KQ0308  DESIGNATION -  B 46
 KQ0308  PID         -  KQ0308
 KQ0308  STATE/COUNTY-  NV/LANDER
 KQ0308  USGS QUAD   -  CARROLL SUMMIT (1969)
 KQ0308
 KQ0308                         *CURRENT SURVEY CONTROL
 KQ0308  ___________________________________________________________________
 KQ0308* NAD 83(1986)-  39 15 01.     (N)    117 40 50.     (W)     SCALED    
 KQ0308* NAVD 88     -      2012.138  (meters)    6601.49   (feet)  ADJUSTED  
 KQ0308  ___________________________________________________________________
 KQ0308  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 KQ0308  DYNAMIC HT  -        2009.995 (meters)    6594.46  (feet)  COMP
 KQ0308  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 KQ0308
 KQ0308  VERT ORDER  -  FIRST     CLASS II
 KQ0308
 KQ0308.The horizontal coordinates were scaled from a topographic map and have
 KQ0308.an estimated accuracy of +/- 6 seconds.
 KQ0308
 KQ0308.The orthometric height was determined by differential leveling
 KQ0308.and adjusted by the National Geodetic Survey in June 1991..
 KQ0308.WARNING-Repeat measurements at this control monument indicate possible
 KQ0308.vertical movement.
 KQ0308
 KQ0308.The geoid height was determined by GEOID03.
 KQ0308
 KQ0308.The dynamic height is computed by dividing the NAVD 88
 KQ0308.geopotential number by the normal gravity value computed on the
 KQ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0308.degrees latitude (g = 980.6199 gals.).
 KQ0308
 KQ0308.The modeled gravity was interpolated from observed gravity values.
 KQ0308
 KQ0308;                    North         East    Units  Estimated Accuracy
 KQ0308;SPC NV C     - 6,499,870.      412,490.      MT  (+/- 180 meters Scaled)
 KQ0308
 KQ0308                          SUPERSEDED SURVEY CONTROL
 KQ0308
 KQ0308  NGVD 29 (??/??/92) 2010.819  (m)         6597.16   (f) ADJ UNCH    1 2
 KQ0308
 KQ0308.Superseded values are not recommended for survey control.
 KQ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0308.See file dsdata.txt to determine how the superseded data were derived.
 KQ0308
 KQ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD412447(NAD 83)
 KQ0308_MARKER: DB = BENCH MARK DISK
 KQ0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0308_STAMPING: B 46 1934
 KQ0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0308+STABILITY: SURFACE MOTION
 KQ0308
 KQ0308  HISTORY     - Date     Condition        Report By
 KQ0308  HISTORY     - 1934     MONUMENTED       CGS
 KQ0308  HISTORY     - 1955     GOOD             NGS
 KQ0308  HISTORY     - 1984     MARK NOT FOUND   NGS
 KQ0308
 KQ0308                          STATION DESCRIPTION
 KQ0308
 KQ0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0308'3.7 MI E FROM CARROLL SUMMIT.
 KQ0308'3.7 MILES EAST ALONG U.S. HIGHWAY 50 FROM CARROLL SUMMIT, 0.8 MILE
 KQ0308'SOUTH OF CARROLL STATION, AT THE NORTH END OF A SHARP CURVE, AT THE
 KQ0308'CROSSING OF A CREEK, 57.3 FEET NORTH OF THE NORTH END OF THE WEST
 KQ0308'CONCRETE HEAD WALL OF 9- BY 6-FOOT CONCRETE BOX CULVERT A 202 + 87,
 KQ0308'30.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 25 1/2 FEET EAST OF
 KQ0308'THE CENTER OF A CREEK, 2.2 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET
 KQ0308'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KQ0308'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KQ0308
 KQ0308                          STATION RECOVERY (1984)
 KQ0308
 KQ0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0308'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0140 ***********************************************************************
 KR0140  DESIGNATION -  B 47 RESET
 KR0140  PID         -  KR0140
 KR0140  STATE/COUNTY-  NV/CHURCHILL
 KR0140  USGS QUAD   -  FOURMILE FLAT (1972)
 KR0140
 KR0140                         *CURRENT SURVEY CONTROL
 KR0140  ___________________________________________________________________
 KR0140* NAD 83(1986)-  39 16 44.     (N)    118 25 15.     (W)     SCALED    
 KR0140* NAVD 88     -      1190.889  (meters)    3907.11   (feet)  ADJUSTED  
 KR0140  ___________________________________________________________________
 KR0140  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KR0140  DYNAMIC HT  -        1189.831 (meters)    3903.64  (feet)  COMP
 KR0140  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 KR0140
 KR0140  VERT ORDER  -  FIRST     CLASS II
 KR0140
 KR0140.The horizontal coordinates were scaled from a topographic map and have
 KR0140.an estimated accuracy of +/- 6 seconds.
 KR0140
 KR0140.The orthometric height was determined by differential leveling
 KR0140.and adjusted by the National Geodetic Survey in June 1991..
 KR0140
 KR0140.The geoid height was determined by GEOID03.
 KR0140
 KR0140.The dynamic height is computed by dividing the NAVD 88
 KR0140.geopotential number by the normal gravity value computed on the
 KR0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0140.degrees latitude (g = 980.6199 gals.).
 KR0140
 KR0140.The modeled gravity was interpolated from observed gravity values.
 KR0140
 KR0140;                    North         East    Units  Estimated Accuracy
 KR0140;SPC NV W     - 4,502,570.      814,020.      MT  (+/- 180 meters Scaled)
 KR0140
 KR0140                          SUPERSEDED SURVEY CONTROL
 KR0140
 KR0140  NGVD 29 (??/??/92) 1189.920  (m)         3903.93   (f) ADJ UNCH    1 2
 KR0140
 KR0140.Superseded values are not recommended for survey control.
 KR0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0140.See file dsdata.txt to determine how the superseded data were derived.
 KR0140
 KR0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD774486(NAD 83)
 KR0140_MARKER: DB = BENCH MARK DISK
 KR0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0140_SP_SET: CONCRETE POST
 KR0140_STAMPING: B 47 RESET 1935
 KR0140_MARK LOGO: CGS   
 KR0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0140+STABILITY: SURFACE MOTION
 KR0140
 KR0140  HISTORY     - Date     Condition        Report By
 KR0140  HISTORY     - 1935     MONUMENTED       CGS
 KR0140  HISTORY     - 1967     GOOD             NGS
 KR0140  HISTORY     - 1986     GOOD             NGS
 KR0140
 KR0140                          STATION DESCRIPTION
 KR0140
 KR0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0140'8.5 MI W FROM FRENCHMAN STATION.
 KR0140'ABOUT 8.5 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0140'FRENCHMAN STATION, IN SECTION 5, T 16 N, R 32 E, AT THE EAST END OF A
 KR0140'LARGE DRY LAKE BED, AT THE JUNCTION OF THE HIGHWAY AND A TRAIL ROAD,
 KR0140'109 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 83 FEET EAST OF
 KR0140'THE CENTER LINE OF A TRAIL ROAD, 1.0 FOOT NORTH OF A METAL WITNESS
 KR0140'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 KR0140'OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 KR0140
 KR0140                          STATION RECOVERY (1986)
 KR0140
 KR0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0140'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 KR0140'ALSO 18.2 KM (11.3 MI) SOUTHEAST OF SALT WELLS.
 KR0140'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0701 ***********************************************************************
 KR0701  DESIGNATION -  B 48
 KR0701  PID         -  KR0701
 KR0701  STATE/COUNTY-  NV/CHURCHILL
 KR0701  USGS QUAD   -  HAZEN (1985)
 KR0701
 KR0701                         *CURRENT SURVEY CONTROL
 KR0701  ___________________________________________________________________
 KR0701* NAD 83(1986)-  39 33 32.     (N)    119 02 15.     (W)     SCALED    
 KR0701* NAVD 88     -      1220.576  (meters)    4004.51   (feet)  ADJUSTED  
 KR0701  ___________________________________________________________________
 KR0701  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KR0701  DYNAMIC HT  -        1219.541 (meters)    4001.11  (feet)  COMP
 KR0701  MODELED GRAV-     979,735.9   (mgal)                       NAVD 88
 KR0701
 KR0701  VERT ORDER  -  FIRST     CLASS II
 KR0701
 KR0701.The horizontal coordinates were scaled from a topographic map and have
 KR0701.an estimated accuracy of +/- 6 seconds.
 KR0701
 KR0701.The orthometric height was determined by differential leveling
 KR0701.and adjusted by the National Geodetic Survey in June 1991..
 KR0701
 KR0701.The geoid height was determined by GEOID03.
 KR0701
 KR0701.The dynamic height is computed by dividing the NAVD 88
 KR0701.geopotential number by the normal gravity value computed on the
 KR0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0701.degrees latitude (g = 980.6199 gals.).
 KR0701
 KR0701.The modeled gravity was interpolated from observed gravity values.
 KR0701
 KR0701;                    North         East    Units  Estimated Accuracy
 KR0701;SPC NV W     - 4,533,740.      760,970.      MT  (+/- 180 meters Scaled)
 KR0701
 KR0701                          SUPERSEDED SURVEY CONTROL
 KR0701
 KR0701  NGVD 29 (??/??/92) 1219.631  (m)         4001.41   (f) ADJ UNCH    1 2
 KR0701
 KR0701.Superseded values are not recommended for survey control.
 KR0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0701.See file dsdata.txt to determine how the superseded data were derived.
 KR0701
 KR0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD249807(NAD 83)
 KR0701_MARKER: DB = BENCH MARK DISK
 KR0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0701_SP_SET: CONCRETE POST
 KR0701_STAMPING: B 48 1934
 KR0701_MARK LOGO: CGS   
 KR0701_PROJECTION: PROJECTING 8 CENTIMETERS
 KR0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0701+STABILITY: SURFACE MOTION
 KR0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0701+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 KR0701
 KR0701  HISTORY     - Date     Condition        Report By
 KR0701  HISTORY     - 1934     MONUMENTED       CGS
 KR0701  HISTORY     - 1967     GOOD             NGS
 KR0701  HISTORY     - 1986     GOOD             NGS
 KR0701  HISTORY     - 20060415 GOOD             GEOCAC
 KR0701
 KR0701                          STATION DESCRIPTION
 KR0701
 KR0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0701'0.8 MI SE FROM HAZEN.
 KR0701'ABOUT 0.4 MILE EAST ALONG THE OVERLAND ROUTE OF THE SOUTHERN PACIFIC
 KR0701'COMPANY RAILROAD FROM THE RAILROAD TOOL HOUSE AT HAZEN, THENCE 0.4
 KR0701'MILE SOUTHEAST ALONG THE FALLON BRANCH OF THE SOUTHERN PACIFIC COMPANY
 KR0701'RAILROAD, IN SECTION 35, T 20 N, R 26 E, 0.1 MILE EAST OF THE CROSSING
 KR0701'OF U.S. HIGHWAY 95 ALTERNATE AND THE MINA BRANCH OF THE SOUTHERN
 KR0701'PACIFIC COMPANY RAILROAD, 1 1/3 POLES WEST OF MILEPOST NUMBER 289, 80
 KR0701'FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 59 FEET NORTH OF THE CENTER
 KR0701'LINE OF U.S. HIGHWAY 95 ALTERNATE, 1.3 FEET NORTH OF A METAL WITNESS
 KR0701'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, ABOUT 1 FOOT BELOW
 KR0701'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 KR0701'PROJECTS 4 INCHES.
 KR0701
 KR0701                          STATION RECOVERY (1986)
 KR0701
 KR0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0701'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.40 KM (0.25
 KR0701'MI)NORTH ALONG US ALTERNATE HIGHWAY 95 AND US ALTERNATE HIGHWAY 50
 KR0701'FROM THE POST OFFICE IN FERNLEY, THENCE 20.0 KM (12.4 MI) EASTERLY
 KR0701'ALONG US ALTERNATE HIGHWAY 50, 0.24 KM (0.15 MI) EAST OF A HIGHWAY 50
 KR0701'CROSSING OVER THE SOUTHERN PACIFIC RAILROAD, 18.0 METERS (59 FT)
 KR0701'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 24.4 METERS (80 FT)
 KR0701'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACKS.
 KR0701'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 KR0701'THE MARK IS 0.6 M BELOW THE RAILROAD TRACKS.
 KR0701
 KR0701                          STATION RECOVERY (2006)
 KR0701
 KR0701'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0701'OBSERVED GPSR COORDINATES N39 33 32.10, W119 02 14.04.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0444 ***********************************************************************
 MT0444  DESIGNATION -  B 5
 MT0444  PID         -  MT0444
 MT0444  STATE/COUNTY-  NV/ELKO
 MT0444  USGS QUAD   -  TWIN BUTTES (1982)
 MT0444
 MT0444                         *CURRENT SURVEY CONTROL
 MT0444  ___________________________________________________________________
 MT0444* NAD 83(1986)-  41 11 48.     (N)    115 20 19.     (W)     SCALED    
 MT0444* NAVD 88     -      1695.947  (meters)    5564.12   (feet)  ADJUSTED  
 MT0444  ___________________________________________________________________
 MT0444  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 MT0444  DYNAMIC HT  -        1694.569 (meters)    5559.60  (feet)  COMP
 MT0444  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 MT0444
 MT0444  VERT ORDER  -  SECOND    CLASS 0
 MT0444
 MT0444.The horizontal coordinates were scaled from a topographic map and have
 MT0444.an estimated accuracy of +/- 6 seconds.
 MT0444
 MT0444.The orthometric height was determined by differential leveling
 MT0444.and adjusted by the National Geodetic Survey in June 1991..
 MT0444
 MT0444.The geoid height was determined by GEOID03.
 MT0444
 MT0444.The dynamic height is computed by dividing the NAVD 88
 MT0444.geopotential number by the normal gravity value computed on the
 MT0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0444.degrees latitude (g = 980.6199 gals.).
 MT0444
 MT0444.The modeled gravity was interpolated from observed gravity values.
 MT0444
 MT0444;                    North         East    Units  Estimated Accuracy
 MT0444;SPC NV E     - 8,715,510.      220,530.      MT  (+/- 180 meters Scaled)
 MT0444
 MT0444                          SUPERSEDED SURVEY CONTROL
 MT0444
 MT0444  NGVD 29 (??/??/92) 1694.781  (m)         5560.29   (f) ADJ UNCH    2 0
 MT0444
 MT0444.Superseded values are not recommended for survey control.
 MT0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0444.See file dsdata.txt to determine how the superseded data were derived.
 MT0444
 MT0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF393619(NAD 83)
 MT0444_MARKER: DD = SURVEY DISK
 MT0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0444_STAMPING: B-5 1933
 MT0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0444+STABILITY: SURFACE MOTION
 MT0444
 MT0444  HISTORY     - Date     Condition        Report By
 MT0444  HISTORY     - 1933     MONUMENTED       USGS
 MT0444  HISTORY     - 1934     GOOD             NGS
 MT0444
 MT0444                          STATION DESCRIPTION
 MT0444
 MT0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0444'11.0 MI N FROM DEETH.
 MT0444'11.0 MILES NORTH OF SOUTHERN PACIFIC DEPOT AT DEETH 300 FEET NORTH OF
 MT0444'POINT WHERE ROAD ANGLES FROM NORTHWEST TO THE NORTH.  ON TOP OF SMALL
 MT0444'KNOLL 5 FEET ABOVE LEVEL OF ROAD.  28 FEET EAST OF THE CENTERLINE OF
 MT0444'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0459 ***********************************************************************
 LQ0459  DESIGNATION -  B 5
 LQ0459  PID         -  LQ0459
 LQ0459  STATE/COUNTY-  NV/ELKO
 LQ0459  USGS QUAD   -  OSINO (1982)
 LQ0459
 LQ0459                         *CURRENT SURVEY CONTROL
 LQ0459  ___________________________________________________________________
 LQ0459* NAD 83(1986)-  40 55 57.     (N)    115 39 36.     (W)     SCALED    
 LQ0459* NAVD 88     -      1565.928  (meters)    5137.55   (feet)  ADJUSTED  
 LQ0459  ___________________________________________________________________
 LQ0459  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 LQ0459  DYNAMIC HT  -        1564.636 (meters)    5133.31  (feet)  COMP
 LQ0459  MODELED GRAV-     979,744.1   (mgal)                       NAVD 88
 LQ0459
 LQ0459  VERT ORDER  -  FIRST     CLASS II
 LQ0459
 LQ0459.The horizontal coordinates were scaled from a topographic map and have
 LQ0459.an estimated accuracy of +/- 6 seconds.
 LQ0459
 LQ0459.The orthometric height was determined by differential leveling
 LQ0459.and adjusted by the National Geodetic Survey in June 1991..
 LQ0459
 LQ0459.The geoid height was determined by GEOID03.
 LQ0459
 LQ0459.The dynamic height is computed by dividing the NAVD 88
 LQ0459.geopotential number by the normal gravity value computed on the
 LQ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0459.degrees latitude (g = 980.6199 gals.).
 LQ0459
 LQ0459.The modeled gravity was interpolated from observed gravity values.
 LQ0459
 LQ0459;                    North         East    Units  Estimated Accuracy
 LQ0459;SPC NV E     - 8,686,150.      193,540.      MT  (+/- 180 meters Scaled)
 LQ0459
 LQ0459                          SUPERSEDED SURVEY CONTROL
 LQ0459
 LQ0459  NGVD 29 (??/??/92) 1564.788  (m)         5133.81   (f) ADJ UNCH    1 2
 LQ0459
 LQ0459.Superseded values are not recommended for survey control.
 LQ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0459.See file dsdata.txt to determine how the superseded data were derived.
 LQ0459
 LQ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF128321(NAD 83)
 LQ0459_MARKER: Q = CHISELED SQUARE
 LQ0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0459_SP_SET: SANDSTONE POST
 LQ0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0459+STABILITY: SURFACE MOTION
 LQ0459
 LQ0459  HISTORY     - Date     Condition        Report By
 LQ0459  HISTORY     - UNK      MONUMENTED       CGS
 LQ0459  HISTORY     - 1953     GOOD             NGS
 LQ0459
 LQ0459                          STATION DESCRIPTION
 LQ0459
 LQ0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0459'9.0 MI NE FROM ELKO.
 LQ0459'9.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LQ0459'THE STATION AT ELKO, AT OSINO SIDING, 111.8 FEET WEST OF THE WEST
 LQ0459'CORNER OF A TIN WAREHOUSE, 96.4 FEET NORTHWEST OF THE NORTHWEST RAIL
 LQ0459'OF THE MAIN TRACK, 78 1/2 FEET NORTH OF MILEPOLE 565, 10 FEET
 LQ0459'SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 1.9 FEET SOUTHWEST OF A
 LQ0459'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND FLANKED BY THE CHISELED
 LQ0459'LETTERS USBM IN THE TOP OF A SANDSTONE POST PROJECTING 0.5 FOOT ABOVE
 LQ0459'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0245 ***********************************************************************
 GR0245  DESIGNATION -  B 50
 GR0245  PID         -  GR0245
 GR0245  STATE/COUNTY-  NV/CLARK
 GR0245  USGS QUAD   -  ST THOMAS GAP (1984)
 GR0245
 GR0245                         *CURRENT SURVEY CONTROL
 GR0245  ___________________________________________________________________
 GR0245* NAD 83(1986)-  36 24 07.     (N)    114 06 06.     (W)     SCALED    
 GR0245* NAVD 88     -       749.982  (meters)    2460.57   (feet)  POSTED    
 GR0245  ___________________________________________________________________
 GR0245  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 GR0245  DYNAMIC HT  -         749.220 (meters)    2458.07  (feet)  COMP
 GR0245  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 GR0245
 GR0245  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0245
 GR0245.The horizontal coordinates were scaled from a topographic map and have
 GR0245.an estimated accuracy of +/- 6 seconds.
 GR0245
 GR0245.The orthometric height was determined by differential leveling
 GR0245.and adjusted by the National Geodetic Survey in 1992..
 GR0245.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0245.rate of 0.0 thru 1.0 mm/km.
 GR0245
 GR0245.The geoid height was determined by GEOID03.
 GR0245
 GR0245.The dynamic height is computed by dividing the NAVD 88
 GR0245.geopotential number by the normal gravity value computed on the
 GR0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0245.degrees latitude (g = 980.6199 gals.).
 GR0245
 GR0245.The modeled gravity was interpolated from observed gravity values.
 GR0245
 GR0245;                    North         East    Units  Estimated Accuracy
 GR0245;SPC NV E     - 8,184,290.      332,900.      MT  (+/- 180 meters Scaled)
 GR0245
 GR0245                          SUPERSEDED SURVEY CONTROL
 GR0245
 GR0245  NGVD 29 (??/??/92)  749.265  (m)         2458.21   (f) ADJ UNCH    1 1
 GR0245
 GR0245.Superseded values are not recommended for survey control.
 GR0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0245.See file dsdata.txt to determine how the superseded data were derived.
 GR0245
 GR0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA599324(NAD 83)
 GR0245_MARKER: DB = BENCH MARK DISK
 GR0245_SETTING: 66 = SET IN ROCK OUTCROP
 GR0245_SP_SET: ROCK RIDGE
 GR0245_STAMPING: B 50 1934
 GR0245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0245+STABILITY: POSITION/ELEVATION WELL
 GR0245
 GR0245  HISTORY     - Date     Condition        Report By
 GR0245  HISTORY     - 1934     MONUMENTED       CGS
 GR0245  HISTORY     - 1950     GOOD             NGS
 GR0245
 GR0245                          STATION DESCRIPTION
 GR0245
 GR0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0245'30.0 MI S FROM RIVERSIDE.
 GR0245'30.0 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0245'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE, AT A
 GR0245'CONGLOMERATE ROCK RIDGE, IN THE TOP OF THE SOUTH END, ABOUT 300 FEET
 GR0245'SOUTH OF THE CENTER LINE OF THE NEW ROAD, 30 FEET NORTH OF THE CENTER
 GR0245'LINE OF THE OLD ROAD, AND ABOUT 5 FEET HIGHER THAN THE OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0059 ***********************************************************************
 GR0059  DESIGNATION -  B 51
 GR0059  PID         -  GR0059
 GR0059  STATE/COUNTY-  NV/CLARK
 GR0059  USGS QUAD   -  OVERTON NW (1983)
 GR0059
 GR0059                         *CURRENT SURVEY CONTROL
 GR0059  ___________________________________________________________________
 GR0059* NAD 83(1986)-  36 44 24.     (N)    114 25 27.     (W)     SCALED    
 GR0059* NAVD 88     -       614.644  (meters)    2016.54   (feet)  ADJUSTED  
 GR0059  ___________________________________________________________________
 GR0059  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 GR0059  DYNAMIC HT  -         614.047 (meters)    2014.59  (feet)  COMP
 GR0059  MODELED GRAV-     979,641.7   (mgal)                       NAVD 88
 GR0059  OBS GRAVITY -     979,640.3   (mgal)                       GRAV_OBS
 GR0059
 GR0059  VERT ORDER  -  FIRST     CLASS I
 GR0059
 GR0059.The horizontal coordinates were scaled from a topographic map and have
 GR0059.an estimated accuracy of +/- 6 seconds.
 GR0059
 GR0059.The orthometric height was determined by differential leveling
 GR0059.and adjusted by the National Geodetic Survey in June 1991..
 GR0059
 GR0059.The geoid height was determined by GEOID03.
 GR0059
 GR0059.The dynamic height is computed by dividing the NAVD 88
 GR0059.geopotential number by the normal gravity value computed on the
 GR0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0059.degrees latitude (g = 980.6199 gals.).
 GR0059
 GR0059.The modeled gravity was interpolated from observed gravity values.
 GR0059.The observed gravity was obtained from relative gravimeter ties
 GR0059.to the IGSN71 gravity network.
 GR0059
 GR0059;                    North         East    Units  Estimated Accuracy
 GR0059;SPC NV E     - 8,221,400.      303,520.      MT  (+/- 180 meters Scaled)
 GR0059
 GR0059                          SUPERSEDED SURVEY CONTROL
 GR0059
 GR0059  NGVD 29 (??/??/92)  613.961  (m)         2014.30   (f) ADJ UNCH    1 1
 GR0059
 GR0059.Superseded values are not recommended for survey control.
 GR0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0059.See file dsdata.txt to determine how the superseded data were derived.
 GR0059
 GR0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA299691(NAD 83)
 GR0059_MARKER: DB = BENCH MARK DISK
 GR0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0059_STAMPING: B 51 1934
 GR0059_MARK LOGO: CGS   
 GR0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0059+STABILITY: SURFACE MOTION
 GR0059
 GR0059  HISTORY     - Date     Condition        Report By
 GR0059  HISTORY     - 1934     MONUMENTED       CGS
 GR0059  HISTORY     - 1957     GOOD             NGS
 GR0059  HISTORY     - 1979     GOOD             USGS
 GR0059  HISTORY     - 1979     GOOD             USGS
 GR0059  HISTORY     - 1982     GOOD             NGS
 GR0059
 GR0059                          STATION DESCRIPTION
 GR0059
 GR0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GR0059'9.9 MI NE FROM GLENDALE.
 GR0059'9.9 MILES NORTHEAST ALONG U. S. HIGHWAY 91 FROM GLENDALE, CLARK
 GR0059'COUNTY, AT THE CENTER OF A FLAT COVERED WITH SMALL GREASWOOD BUSHES,
 GR0059'51 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET WEST OF A
 GR0059'5-INCH TRIANGULAR CONCRETE POST PROJECTING 2 FEET ABOVE THE GROUND. A
 GR0059'STANDARD DISK, STAMPED B 51 1934 AND SET IN THE TOP OF A CONCRETE POST
 GR0059'PROJECTING 0.5 FOOT ABOVE GROUND.
 GR0059
 GR0059                          STATION RECOVERY (1957)
 GR0059
 GR0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GR0059'RECOVERED IN GOOD CONDITION.
 GR0059
 GR0059                          STATION RECOVERY (1979)
 GR0059
 GR0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0059'INTERSTATE 15 AND EXIT 100 (CARP, ELGIN) 0.7 MILE NE ALONG ABANDONED
 GR0059'HIGHWAY 91. 51 FEET SOUTH OF CENTERLINE OF ROAD. 3 FEET WEST OF A
 GR0059'TRIANGULAR CONCRETE WITNESS POST. A STANDARD USC AND GS TABLET
 GR0059'STAMPED B 51 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GR0059'0.5 FOOT ABOVE GROUND.
 GR0059
 GR0059                          STATION RECOVERY (1979)
 GR0059
 GR0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0059'INTERSTATE 15 AND EXIT 100 (CARP, ELGIN) 0.7 MILE NE ALONG ABANDONED
 GR0059'HIGHWAY 91. 51 FEET SOUTH OF CENTERLINE OF ROAD. 3 FEET WEST OF A
 GR0059'TRIANGULAR CONCRETE WITNESS POST. A STANDARD USC AND GS TABLET
 GR0059'STAMPED B 51 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GR0059'0.5 FOOT ABOVE GROUND.
 GR0059
 GR0059                          STATION RECOVERY (1982)
 GR0059
 GR0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0059'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0059'11.4 KM (7.1 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR0059'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, THENCE 0.15 KM (0.1
 GR0059'MI) SOUTHEAST ACROSS COUNTRY TO THE OLD ABANDON HIGHWAY, THENCE 4.75
 GR0059'KM (2.95 MI) NORTHEAST ALONG THE OLD HIGHWAY, 1.25 KM (0.75 MI)
 GR0059'NORTHEAST OF THE T JUNCTION OF A DIRT ROAD LEADING NORTHWEST TO THE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0537 ***********************************************************************
 LQ0537  DESIGNATION -  B 52
 LQ0537  PID         -  LQ0537
 LQ0537  STATE/COUNTY-  NV/ELKO
 LQ0537  USGS QUAD   -  ELKO WEST (1975)
 LQ0537
 LQ0537                         *CURRENT SURVEY CONTROL
 LQ0537  ___________________________________________________________________
 LQ0537* NAD 83(1986)-  40 49 49.     (N)    115 45 49.     (W)     SCALED    
 LQ0537* NAVD 88     -      1544.264  (meters)    5066.47   (feet)  ADJUSTED  
 LQ0537  ___________________________________________________________________
 LQ0537  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 LQ0537  DYNAMIC HT  -        1542.985 (meters)    5062.28  (feet)  COMP
 LQ0537  MODELED GRAV-     979,742.3   (mgal)                       NAVD 88
 LQ0537
 LQ0537  VERT ORDER  -  FIRST     CLASS II
 LQ0537
 LQ0537.The horizontal coordinates were scaled from a topographic map and have
 LQ0537.an estimated accuracy of +/- 6 seconds.
 LQ0537
 LQ0537.The orthometric height was determined by differential leveling
 LQ0537.and adjusted by the National Geodetic Survey in June 1991..
 LQ0537
 LQ0537.The geoid height was determined by GEOID03.
 LQ0537
 LQ0537.The dynamic height is computed by dividing the NAVD 88
 LQ0537.geopotential number by the normal gravity value computed on the
 LQ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0537.degrees latitude (g = 980.6199 gals.).
 LQ0537
 LQ0537.The modeled gravity was interpolated from observed gravity values.
 LQ0537
 LQ0537;                    North         East    Units  Estimated Accuracy
 LQ0537;SPC NV E     - 8,674,820.      184,800.      MT  (+/- 180 meters Scaled)
 LQ0537
 LQ0537                          SUPERSEDED SURVEY CONTROL
 LQ0537
 LQ0537  NGVD 29 (??/??/92) 1543.147  (m)         5062.81   (f) ADJ UNCH    1 2
 LQ0537
 LQ0537.Superseded values are not recommended for survey control.
 LQ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0537.See file dsdata.txt to determine how the superseded data were derived.
 LQ0537
 LQ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF042206(NAD 83)
 LQ0537_MARKER: DB = BENCH MARK DISK
 LQ0537_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LQ0537_SP_SET: BUILDING WALL
 LQ0537_STAMPING: B 52 1934
 LQ0537_MARK LOGO: CGS   
 LQ0537_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0537+STABILITY: POSITION/ELEVATION WELL
 LQ0537
 LQ0537  HISTORY     - Date     Condition        Report By
 LQ0537  HISTORY     - 1934     MONUMENTED       CGS
 LQ0537  HISTORY     - 1953     GOOD             NGS
 LQ0537  HISTORY     - 1964     GOOD             NGS
 LQ0537  HISTORY     - 1984     GOOD             NGS
 LQ0537  HISTORY     - 1984     GOOD             NGS
 LQ0537  HISTORY     - 19840601 GOOD             NGS
 LQ0537
 LQ0537                          STATION DESCRIPTION
 LQ0537
 LQ0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0537'IN ELKO.
 LQ0537'AT ELKO, AT THE INTERSECTION OF 3RD.  AND COMMERCIAL STREETS, AT THE
 LQ0537'POST OFFICE, SET VERTICALLY IN THE NORTHWEST WALL (BRICK WITH STONE
 LQ0537'CORNERS), 0.9 FOOT SOUTHWEST OF THE NORTH CORNER, AND 4 FEET ABOVE THE
 LQ0537'GROUND.
 LQ0537
 LQ0537                          STATION RECOVERY (1964)
 LQ0537
 LQ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LQ0537'RECOVERED IN GOOD CONDITION.
 LQ0537
 LQ0537                          STATION RECOVERY (1984)
 LQ0537
 LQ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0537'RECOVERED IN GOOD CONDITION.
 LQ0537
 LQ0537                          STATION RECOVERY (1984)
 LQ0537
 LQ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0537'RECOVERED IN GOOD CONDITION.
 LQ0537
 LQ0537                          STATION RECOVERY (1984)
 LQ0537
 LQ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 LQ0537'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ELKO, AT
 LQ0537'THE INTERSECTION OF THIRD AND COMMERICAL STREETS, VERTICALLY IN THE
 LQ0537'NORTHWEST CORNER OF THE POST OFFICE.  1.2 M ABOVE THIRD STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0085 ***********************************************************************
 MU0085  DESIGNATION -  B 53
 MU0085  PID         -  MU0085
 MU0085  STATE/COUNTY-  NV/ELKO
 MU0085  USGS QUAD   -  WATER PIPE CANYON (1987)
 MU0085
 MU0085                         *CURRENT SURVEY CONTROL
 MU0085  ___________________________________________________________________
 MU0085* NAD 83(1986)-  41 21 43.     (N)    116 06 26.     (W)     SCALED    
 MU0085* NAVD 88     -      1740.668  (meters)    5710.84   (feet)  ADJUSTED  
 MU0085  ___________________________________________________________________
 MU0085  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 MU0085  DYNAMIC HT  -        1739.241 (meters)    5706.16  (feet)  COMP
 MU0085  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 MU0085
 MU0085  VERT ORDER  -  FIRST     CLASS II
 MU0085
 MU0085.The horizontal coordinates were scaled from a topographic map and have
 MU0085.an estimated accuracy of +/- 6 seconds.
 MU0085
 MU0085.The orthometric height was determined by differential leveling
 MU0085.and adjusted by the National Geodetic Survey in June 1991..
 MU0085
 MU0085.The geoid height was determined by GEOID03.
 MU0085
 MU0085.The dynamic height is computed by dividing the NAVD 88
 MU0085.geopotential number by the normal gravity value computed on the
 MU0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0085.degrees latitude (g = 980.6199 gals.).
 MU0085
 MU0085.The modeled gravity was interpolated from observed gravity values.
 MU0085
 MU0085;                    North         East    Units  Estimated Accuracy
 MU0085;SPC NV E     - 8,733,970.      156,170.      MT  (+/- 180 meters Scaled)
 MU0085
 MU0085                          SUPERSEDED SURVEY CONTROL
 MU0085
 MU0085  NGVD 29 (??/??/92) 1739.475  (m)         5706.93   (f) ADJ UNCH    1 2
 MU0085
 MU0085.Superseded values are not recommended for survey control.
 MU0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0085.See file dsdata.txt to determine how the superseded data were derived.
 MU0085
 MU0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF746793(NAD 83)
 MU0085_MARKER: DB = BENCH MARK DISK
 MU0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0085_STAMPING: B 53 1934
 MU0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0085+STABILITY: SURFACE MOTION
 MU0085
 MU0085  HISTORY     - Date     Condition        Report By
 MU0085  HISTORY     - 1934     MONUMENTED       CGS
 MU0085  HISTORY     - 1956     MARK NOT FOUND   NGS
 MU0085
 MU0085                          STATION DESCRIPTION
 MU0085
 MU0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MU0085'5.95 MI N FROM TAYLOR CANYON JUNCTION.
 MU0085'32.8 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ZUBIETTAS STORE AT WHITE
 MU0085'ROCK, ELKO COUNTY, 6.1 MILES NORTH OF THE JUNCTION WITH THE ROAD
 MU0085'LEADING TO TUSCARORA, 0.7 MILE NORTH OF THE JUNCTION WITH A ROAD
 MU0085'LEADING SOUTHWEST, 0.3 MILE SOUTH OF A LARGE MAIL BOX BEARING THE NAME
 MU0085'PATTANI, 1/4 MILE SOUTH OF THE CROSSING OF A ROW OF POLES, 500 FEET
 MU0085'SOUTH OF A FENCE CORNER, AND 61 FEET WEST OF THE CENTERLINE OF THE
 MU0085'HIGHWAY.  A STANDARD DISK, STAMPED B 53 1934 AND SET IN THE TOP OF A
 MU0085'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0067 ***********************************************************************
 HP0067  DESIGNATION -  B 57 RESET
 HP0067  PID         -  HP0067
 HP0067  STATE/COUNTY-  NV/LINCOLN
 HP0067  USGS QUAD   -  CALIENTE (1980)
 HP0067
 HP0067                         *CURRENT SURVEY CONTROL
 HP0067  ___________________________________________________________________
 HP0067* NAD 83(1986)-  37 36 36.     (N)    114 31 37.     (W)     SCALED    
 HP0067* NAVD 88     -      1334.02   (meters)    4376.7    (feet)  RESET     
 HP0067  ___________________________________________________________________
 HP0067  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 HP0067
 HP0067  VERT ORDER  -  THIRD
 HP0067
 HP0067.The horizontal coordinates were scaled from a topographic map and have
 HP0067.an estimated accuracy of +/- 6 seconds.
 HP0067
 HP0067.The orthometric height was computed from unverified reset data.
 HP0067
 HP0067.The geoid height was determined by GEOID03.
 HP0067
 HP0067;                    North         East    Units  Estimated Accuracy
 HP0067;SPC NV E     - 8,317,850.      293,270.      MT  (+/- 180 meters Scaled)
 HP0067
 HP0067                          SUPERSEDED SURVEY CONTROL
 HP0067
 HP0067.No superseded survey control is available for this station.
 HP0067
 HP0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB182654(NAD 83)
 HP0067_MARKER: DB = BENCH MARK DISK
 HP0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HP0067_SP_SET: CURB
 HP0067_STAMPING: B 57 RESET 1949
 HP0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0067
 HP0067  HISTORY     - Date     Condition        Report By
 HP0067  HISTORY     - 1949     MONUMENTED       NVDH
 HP0067  HISTORY     - 1970     MARK NOT FOUND   NGS
 HP0067
 HP0067                          STATION DESCRIPTION
 HP0067
 HP0067'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1949
 HP0067'1.2 MI W FROM CALIENTE.
 HP0067'1.2 MILES WEST ALONG U. S. HIGHWAY 93 FROM THE PUBLIC SCHOOL AT
 HP0067'CALIENTE, LINCOLN COUNTY, AT BRIDGE B 219 OVER MEADOW VALLEY WASH., AT
 HP0067'THE WEST ABUTMENT, AND IN THE TOP OF THE NORTHWEST END OF THE CURB. A
 HP0067'STANDARD DISK, STAMPED B 57 RESET 1949.
 HP0067
 HP0067                          STATION RECOVERY (1970)
 HP0067
 HP0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HP0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0113 ***********************************************************************
 HP0113  DESIGNATION -  B 58
 HP0113  PID         -  HP0113
 HP0113  STATE/COUNTY-  NV/LINCOLN
 HP0113  USGS QUAD   -  MOUNT IRISH SE (1985)
 HP0113
 HP0113                         *CURRENT SURVEY CONTROL
 HP0113  ___________________________________________________________________
 HP0113* NAD 83(1986)-  37 31 31.     (N)    115 15 29.     (W)     SCALED    
 HP0113* NAVD 88     -      1237.742  (meters)    4060.83   (feet)  ADJUSTED  
 HP0113  ___________________________________________________________________
 HP0113  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 HP0113  DYNAMIC HT  -        1236.438 (meters)    4056.55  (feet)  COMP
 HP0113  MODELED GRAV-     979,533.7   (mgal)                       NAVD 88
 HP0113
 HP0113  VERT ORDER  -  FIRST     CLASS II
 HP0113
 HP0113.The horizontal coordinates were scaled from a topographic map and have
 HP0113.an estimated accuracy of +/- 6 seconds.
 HP0113
 HP0113.The orthometric height was determined by differential leveling
 HP0113.and adjusted by the National Geodetic Survey in June 1991..
 HP0113
 HP0113.The geoid height was determined by GEOID03.
 HP0113
 HP0113.The dynamic height is computed by dividing the NAVD 88
 HP0113.geopotential number by the normal gravity value computed on the
 HP0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0113.degrees latitude (g = 980.6199 gals.).
 HP0113
 HP0113.The modeled gravity was interpolated from observed gravity values.
 HP0113
 HP0113;                    North         East    Units  Estimated Accuracy
 HP0113;SPC NV E     - 8,307,970.      228,750.      MT  (+/- 180 meters Scaled)
 HP0113
 HP0113                          SUPERSEDED SURVEY CONTROL
 HP0113
 HP0113  NGVD 29 (??/??/92) 1236.812  (m)         4057.77   (f) ADJ UNCH    1 2
 HP0113
 HP0113.Superseded values are not recommended for survey control.
 HP0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0113.See file dsdata.txt to determine how the superseded data were derived.
 HP0113
 HP0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB539545(NAD 83)
 HP0113_MARKER: DB = BENCH MARK DISK
 HP0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0113_STAMPING: B 58 1934
 HP0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0113+STABILITY: SURFACE MOTION
 HP0113
 HP0113  HISTORY     - Date     Condition        Report By
 HP0113  HISTORY     - 1934     MONUMENTED       CGS
 HP0113  HISTORY     - 1980     GOOD             USGS
 HP0113
 HP0113                          STATION DESCRIPTION
 HP0113
 HP0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0113'1.9 MI W FROM CRYSTAL SPRINGS.
 HP0113'1.9 MILES WEST ALONG STATE HIGHWAY 25 FROM CRYSTAL SPRINGS, LINCOLN
 HP0113'COUNTY, AND 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A
 HP0113'STANDARD DISK, STAMPED B 58 1934 AND SET IN THE TOP OF A CONCRETE
 HP0113'POST.
 HP0113
 HP0113                          STATION RECOVERY (1980)
 HP0113
 HP0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HP0113'1.9 MILES WEST ALONG STATE HIGHWAY 25 FROM CRYSTAL SPRINGS, 1.7 MILES
 HP0113'WEST ALONG STATE HIGHWAY 375 FROM CRYSTAL SPRINGS, LINCOLN COUNTY, TO
 HP0113'TRACK ROAD NORTHWEST, THENCE 0.3 MI. TO ROAD JCT. OF TRACK ROAD AND
 HP0113'OLD HIGHWAY, THENCE 0.1 MI. WEST ALONG OLD HIGHWAY, 42 FEET SOUTH OF
 HP0113'THE CENTERLINE OF OLD ROAD. A STANDARD DISK, STAMPED 'B 58 1934' AND
 HP0113'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0253 ***********************************************************************
 HP0253  DESIGNATION -  B 59
 HP0253  PID         -  HP0253
 HP0253  STATE/COUNTY-  NV/LINCOLN
 HP0253  USGS QUAD   -  WHITE BLOTCH SPRINGS NE (1987)
 HP0253
 HP0253                         *CURRENT SURVEY CONTROL
 HP0253  ___________________________________________________________________
 HP0253* NAD 83(1986)-  37 41 20.     (N)    115 49 55.     (W)     SCALED    
 HP0253* NAVD 88     -      1461.930  (meters)    4796.35   (feet)  ADJUSTED  
 HP0253  ___________________________________________________________________
 HP0253  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 HP0253  DYNAMIC HT  -        1460.320 (meters)    4791.07  (feet)  COMP
 HP0253  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 HP0253
 HP0253  VERT ORDER  -  FIRST     CLASS II
 HP0253
 HP0253.The horizontal coordinates were scaled from a topographic map and have
 HP0253.an estimated accuracy of +/- 6 seconds.
 HP0253
 HP0253.The orthometric height was determined by differential leveling
 HP0253.and adjusted by the National Geodetic Survey in June 1991..
 HP0253
 HP0253.The geoid height was determined by GEOID03.
 HP0253
 HP0253.The dynamic height is computed by dividing the NAVD 88
 HP0253.geopotential number by the normal gravity value computed on the
 HP0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0253.degrees latitude (g = 980.6199 gals.).
 HP0253
 HP0253.The modeled gravity was interpolated from observed gravity values.
 HP0253
 HP0253;                    North         East    Units  Estimated Accuracy
 HP0253;SPC NV E     - 8,326,110.      178,070.      MT  (+/- 180 meters Scaled)
 HP0253
 HP0253                          SUPERSEDED SURVEY CONTROL
 HP0253
 HP0253  NGVD 29 (??/??/92) 1460.902  (m)         4792.98   (f) ADJ UNCH    1 2
 HP0253
 HP0253.Superseded values are not recommended for survey control.
 HP0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0253.See file dsdata.txt to determine how the superseded data were derived.
 HP0253
 HP0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB029719(NAD 83)
 HP0253_MARKER: DB = BENCH MARK DISK
 HP0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0253_STAMPING: B 59 1934
 HP0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0253+STABILITY: SURFACE MOTION
 HP0253
 HP0253  HISTORY     - Date     Condition        Report By
 HP0253  HISTORY     - 1934     MONUMENTED       CGS
 HP0253
 HP0253                          STATION DESCRIPTION
 HP0253
 HP0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0253'45.3 MI W FROM CRYSTAL SPRINGS.
 HP0253'IN NYE COUNTY, 45.3 MILES WEST ALONG STATE HIGHWAY 25 FROM CRYSTAL
 HP0253'SPRINGS, LINCOLN COUNTY, 18.2 MILES EAST OF REEDS RANCH, AND 48 FEET
 HP0253'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 59
 HP0253'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0446 ***********************************************************************
 MT0446  DESIGNATION -  B 6
 MT0446  PID         -  MT0446
 MT0446  STATE/COUNTY-  NV/ELKO
 MT0446  USGS QUAD   -  TWIN BUTTES (1982)
 MT0446
 MT0446                         *CURRENT SURVEY CONTROL
 MT0446  ___________________________________________________________________
 MT0446* NAD 83(1986)-  41 12 53.     (N)    115 22 25.     (W)     SCALED    
 MT0446* NAVD 88     -      1744.311  (meters)    5722.79   (feet)  ADJUSTED  
 MT0446  ___________________________________________________________________
 MT0446  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 MT0446  DYNAMIC HT  -        1742.886 (meters)    5718.12  (feet)  COMP
 MT0446  MODELED GRAV-     979,744.5   (mgal)                       NAVD 88
 MT0446
 MT0446  VERT ORDER  -  SECOND    CLASS 0
 MT0446
 MT0446.The horizontal coordinates were scaled from a topographic map and have
 MT0446.an estimated accuracy of +/- 6 seconds.
 MT0446
 MT0446.The orthometric height was determined by differential leveling
 MT0446.and adjusted by the National Geodetic Survey in June 1991..
 MT0446
 MT0446.The geoid height was determined by GEOID03.
 MT0446
 MT0446.The dynamic height is computed by dividing the NAVD 88
 MT0446.geopotential number by the normal gravity value computed on the
 MT0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0446.degrees latitude (g = 980.6199 gals.).
 MT0446
 MT0446.The modeled gravity was interpolated from observed gravity values.
 MT0446
 MT0446;                    North         East    Units  Estimated Accuracy
 MT0446;SPC NV E     - 8,717,510.      217,590.      MT  (+/- 180 meters Scaled)
 MT0446
 MT0446                          SUPERSEDED SURVEY CONTROL
 MT0446
 MT0446  NGVD 29 (??/??/92) 1743.135  (m)         5718.94   (f) ADJ UNCH    2 0
 MT0446
 MT0446.Superseded values are not recommended for survey control.
 MT0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0446.See file dsdata.txt to determine how the superseded data were derived.
 MT0446
 MT0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF363638(NAD 83)
 MT0446_MARKER: DD = SURVEY DISK
 MT0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0446_STAMPING: B-6 1933
 MT0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0446+STABILITY: SURFACE MOTION
 MT0446
 MT0446  HISTORY     - Date     Condition        Report By
 MT0446  HISTORY     - 1933     MONUMENTED       USGS
 MT0446  HISTORY     - 1934     GOOD             NGS
 MT0446
 MT0446                          STATION DESCRIPTION
 MT0446
 MT0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0446'13.2 MI N FROM DEETH.
 MT0446'13.2 MILES NORTH OF SOUTHERN PACIFIC DEPOT AT DEETH 86 FEET SOUTH OF
 MT0446'SMALL WOODEN BRIDGE.  21 FEET SOUTHWEST OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0007 ***********************************************************************
 LR0007  DESIGNATION -  B 6
 LR0007  PID         -  LR0007
 LR0007  STATE/COUNTY-  NV/EUREKA
 LR0007  USGS QUAD   -  BEOWAWE (1986)
 LR0007
 LR0007                         *CURRENT SURVEY CONTROL
 LR0007  ___________________________________________________________________
 LR0007* NAD 83(1986)-  40 35 30.     (N)    116 28 33.     (W)     SCALED    
 LR0007* NAVD 88     -      1433.326  (meters)    4702.50   (feet)  ADJUSTED  
 LR0007  ___________________________________________________________________
 LR0007  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 LR0007  DYNAMIC HT  -        1432.165 (meters)    4698.69  (feet)  COMP
 LR0007  MODELED GRAV-     979,764.7   (mgal)                       NAVD 88
 LR0007
 LR0007  VERT ORDER  -  FIRST     CLASS II
 LR0007
 LR0007.The horizontal coordinates were scaled from a topographic map and have
 LR0007.an estimated accuracy of +/- 6 seconds.
 LR0007
 LR0007.The orthometric height was determined by differential leveling
 LR0007.and adjusted by the National Geodetic Survey in June 1991..
 LR0007
 LR0007.The geoid height was determined by GEOID03.
 LR0007
 LR0007.The dynamic height is computed by dividing the NAVD 88
 LR0007.geopotential number by the normal gravity value computed on the
 LR0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0007.degrees latitude (g = 980.6199 gals.).
 LR0007
 LR0007.The modeled gravity was interpolated from observed gravity values.
 LR0007
 LR0007;                    North         East    Units  Estimated Accuracy
 LR0007;SPC NV E     - 8,648,690.      124,460.      MT  (+/- 180 meters Scaled)
 LR0007
 LR0007                          SUPERSEDED SURVEY CONTROL
 LR0007
 LR0007  NGVD 29 (??/??/92) 1432.256  (m)         4698.99   (f) ADJ UNCH    1 2
 LR0007
 LR0007.Superseded values are not recommended for survey control.
 LR0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0007.See file dsdata.txt to determine how the superseded data were derived.
 LR0007
 LR0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE443935(NAD 83)
 LR0007_MARKER: DB = BENCH MARK DISK
 LR0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0007_SP_SET: FOUNDATION
 LR0007_STAMPING: 4698.993 B 6
 LR0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0007
 LR0007  HISTORY     - Date     Condition        Report By
 LR0007  HISTORY     - UNK      MONUMENTED       CGS
 LR0007  HISTORY     - 1953     GOOD             NGS
 LR0007
 LR0007                          STATION DESCRIPTION
 LR0007
 LR0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0007'IN BEOWAWE.
 LR0007'AT BEOWAWE, 0.5 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY
 LR0007'RAILROAD FROM THE STATION, ABOUT 75 YARDS NORTHEAST OF THE MAIN TRACK,
 LR0007'AT THE WESTERN PACIFIC RAILROAD WATER TANK, IN THE TOP OF THE CONCRETE
 LR0007'FOUNDATION FOR THE PIPE HOUSING UNDER THE CENTER OF THE TANK, ON THE
 LR0007'INSIDE OF THE HOUSING, 1.3 FEET NORTHEAST OF THE SOUTHEAST END OF A
 LR0007'DOOR, AND 2.0 FEET NORTHWEST OF THE SOUTHEAST SIDE OF THE HOUSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0038 ***********************************************************************
 JQ0038  DESIGNATION -  B 60
 JQ0038  PID         -  JQ0038
 JQ0038  STATE/COUNTY-  NV/NYE
 JQ0038  USGS QUAD   -  WARM SPRINGS SE (1968)
 JQ0038
 JQ0038                         *CURRENT SURVEY CONTROL
 JQ0038  ___________________________________________________________________
 JQ0038* NAD 83(1986)-  38 04 23.     (N)    116 20 23.     (W)     SCALED    
 JQ0038* NAVD 88     -      1736.551  (meters)    5697.33   (feet)  ADJUSTED  
 JQ0038  ___________________________________________________________________
 JQ0038  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 JQ0038  DYNAMIC HT  -        1734.598 (meters)    5690.93  (feet)  COMP
 JQ0038  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 JQ0038
 JQ0038  VERT ORDER  -  FIRST     CLASS II
 JQ0038
 JQ0038.The horizontal coordinates were scaled from a topographic map and have
 JQ0038.an estimated accuracy of +/- 6 seconds.
 JQ0038
 JQ0038.The orthometric height was determined by differential leveling
 JQ0038.and adjusted by the National Geodetic Survey in June 1991..
 JQ0038
 JQ0038.The geoid height was determined by GEOID03.
 JQ0038
 JQ0038.The dynamic height is computed by dividing the NAVD 88
 JQ0038.geopotential number by the normal gravity value computed on the
 JQ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0038.degrees latitude (g = 980.6199 gals.).
 JQ0038
 JQ0038.The modeled gravity was interpolated from observed gravity values.
 JQ0038
 JQ0038;                    North         East    Units  Estimated Accuracy
 JQ0038;SPC NV C     - 6,368,760.      528,690.      MT  (+/- 180 meters Scaled)
 JQ0038
 JQ0038                          SUPERSEDED SURVEY CONTROL
 JQ0038
 JQ0038  NGVD 29 (??/??/92) 1735.417  (m)         5693.61   (f) ADJ UNCH    1 2
 JQ0038
 JQ0038.Superseded values are not recommended for survey control.
 JQ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0038.See file dsdata.txt to determine how the superseded data were derived.
 JQ0038
 JQ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC579141(NAD 83)
 JQ0038_MARKER: DB = BENCH MARK DISK
 JQ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0038_STAMPING: B 60 1934
 JQ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0038+STABILITY: SURFACE MOTION
 JQ0038
 JQ0038  HISTORY     - Date     Condition        Report By
 JQ0038  HISTORY     - 1934     MONUMENTED       CGS
 JQ0038
 JQ0038                          STATION DESCRIPTION
 JQ0038
 JQ0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0038'9.7 MI SE FROM WARM SPRINGS.
 JQ0038'9.7 MILES SOUTHEAST ALONG THE OLD MILL ROAD FROM WARM SPRINGS, NYE
 JQ0038'COUNTY, 0.4 MILE SOUTH OF THE INTERSECTION OF THE ROAD LEADING TO TWIN
 JQ0038'SPRINGS, AND 45.5 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 JQ0038'DISK, STAMPED B 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0006 ***********************************************************************
 KP0006  DESIGNATION -  B 61
 KP0006  PID         -  KP0006
 KP0006  STATE/COUNTY-  NV/WHITE PINE
 KP0006  USGS QUAD   -  GEORGETTA RANCH (1981)
 KP0006
 KP0006                         *CURRENT SURVEY CONTROL
 KP0006  ___________________________________________________________________
 KP0006* NAD 83(1986)-  39 58 01.     (N)    114 05 11.     (W)     SCALED    
 KP0006* NAVD 88     -      1697.328  (meters)    5568.65   (feet)  ADJUSTED  
 KP0006  ___________________________________________________________________
 KP0006  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 KP0006  DYNAMIC HT  -        1695.733 (meters)    5563.42  (feet)  COMP
 KP0006  MODELED GRAV-     979,626.8   (mgal)                       NAVD 88
 KP0006
 KP0006  VERT ORDER  -  FIRST     CLASS II
 KP0006
 KP0006.The horizontal coordinates were scaled from a topographic map and have
 KP0006.an estimated accuracy of +/- 6 seconds.
 KP0006
 KP0006.The orthometric height was determined by differential leveling
 KP0006.and adjusted by the National Geodetic Survey in June 1991..
 KP0006
 KP0006.The geoid height was determined by GEOID03.
 KP0006
 KP0006.The dynamic height is computed by dividing the NAVD 88
 KP0006.geopotential number by the normal gravity value computed on the
 KP0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0006.degrees latitude (g = 980.6199 gals.).
 KP0006
 KP0006.The modeled gravity was interpolated from observed gravity values.
 KP0006
 KP0006;                    North         East    Units  Estimated Accuracy
 KP0006;SPC NV E     - 8,580,020.      327,880.      MT  (+/- 180 meters Scaled)
 KP0006
 KP0006                          SUPERSEDED SURVEY CONTROL
 KP0006
 KP0006  NGVD 29 (??/??/92) 1696.176  (m)         5564.87   (f) ADJ UNCH    1 2
 KP0006
 KP0006.Superseded values are not recommended for survey control.
 KP0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0006.See file dsdata.txt to determine how the superseded data were derived.
 KP0006
 KP0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQE488281(NAD 83)
 KP0006_MARKER: DB = BENCH MARK DISK
 KP0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0006_STAMPING: B 61 1934
 KP0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0006+STABILITY: SURFACE MOTION
 KP0006
 KP0006  HISTORY     - Date     Condition        Report By
 KP0006  HISTORY     - 1934     MONUMENTED       CGS
 KP0006
 KP0006                          STATION DESCRIPTION
 KP0006
 KP0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0006'17.2 MI E FROM TIPPETT.
 KP0006'ABOUT 17.2 MILES EAST ALONG STATE HIGHWAY 2 FROM TIPPETT, WHITE PINE
 KP0006'COUNTY, AND 25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 KP0006'STANDARD DISK, STAMPED B 61 1934 AND SET IN THE TOP OF A CONCRETE
 KP0006'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0126 ***********************************************************************
 KP0126  DESIGNATION -  B 62
 KP0126  PID         -  KP0126
 KP0126  STATE/COUNTY-  NV/WHITE PINE
 KP0126  USGS QUAD   -  SCHELLBOURNE (1982)
 KP0126
 KP0126                         *CURRENT SURVEY CONTROL
 KP0126  ___________________________________________________________________
 KP0126* NAD 83(1986)-  39 47 50.     (N)    114 40 45.     (W)     SCALED    
 KP0126* NAVD 88     -      2062.332  (meters)    6766.17   (feet)  ADJUSTED  
 KP0126  ___________________________________________________________________
 KP0126  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 KP0126  DYNAMIC HT  -        2060.204 (meters)    6759.19  (feet)  COMP
 KP0126  MODELED GRAV-     979,520.7   (mgal)                       NAVD 88
 KP0126
 KP0126  VERT ORDER  -  FIRST     CLASS II
 KP0126
 KP0126.The horizontal coordinates were scaled from a topographic map and have
 KP0126.an estimated accuracy of +/- 6 seconds.
 KP0126
 KP0126.The orthometric height was determined by differential leveling
 KP0126.and adjusted by the National Geodetic Survey in June 1991..
 KP0126
 KP0126.The geoid height was determined by GEOID03.
 KP0126
 KP0126.The dynamic height is computed by dividing the NAVD 88
 KP0126.geopotential number by the normal gravity value computed on the
 KP0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0126.degrees latitude (g = 980.6199 gals.).
 KP0126
 KP0126.The modeled gravity was interpolated from observed gravity values.
 KP0126
 KP0126;                    North         East    Units  Estimated Accuracy
 KP0126;SPC NV E     - 8,560,490.      277,430.      MT  (+/- 180 meters Scaled)
 KP0126
 KP0126                          SUPERSEDED SURVEY CONTROL
 KP0126
 KP0126  NGVD 29 (??/??/92) 2061.080  (m)         6762.06   (f) ADJ UNCH    1 2
 KP0126
 KP0126.Superseded values are not recommended for survey control.
 KP0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0126.See file dsdata.txt to determine how the superseded data were derived.
 KP0126
 KP0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE987078(NAD 83)
 KP0126_MARKER: DB = BENCH MARK DISK
 KP0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0126_STAMPING: B 62 1934
 KP0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0126+STABILITY: SURFACE MOTION
 KP0126
 KP0126  HISTORY     - Date     Condition        Report By
 KP0126  HISTORY     - 1934     MONUMENTED       CGS
 KP0126
 KP0126                          STATION DESCRIPTION
 KP0126
 KP0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0126'5.0 MI S FROM CHERRY CREEK.
 KP0126'ABOUT 5 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM CHERRY
 KP0126'CREEK, WHITE PINE COUNTY, THENCE ABOUT 8 MILES EAST ALONG STATE
 KP0126'HIGHWAY 2, AT SHELLBOURNE (AN OLD PONY EXPRESS STATION), 74 FEET
 KP0126'SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD STONE BUILDING, AND 16
 KP0126'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 KP0126'STAMPED B 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0011 ***********************************************************************
 JP0011  DESIGNATION -  B 63
 JP0011  PID         -  JP0011
 JP0011  STATE/COUNTY-  NV/LINCOLN
 JP0011  USGS QUAD   -  BRISTOL RANGE SE (1970)
 JP0011
 JP0011                         *CURRENT SURVEY CONTROL
 JP0011  ___________________________________________________________________
 JP0011* NAD 83(1986)-  38 05 39.     (N)    114 34 55.     (W)     SCALED    
 JP0011* NAVD 88     -      1851.941  (meters)    6075.91   (feet)  ADJUSTED  
 JP0011  ___________________________________________________________________
 JP0011  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 JP0011  DYNAMIC HT  -        1849.846 (meters)    6069.04  (feet)  COMP
 JP0011  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 JP0011
 JP0011  VERT ORDER  -  SECOND    CLASS 0
 JP0011
 JP0011.The horizontal coordinates were scaled from a topographic map and have
 JP0011.an estimated accuracy of +/- 6 seconds.
 JP0011
 JP0011.The orthometric height was determined by differential leveling
 JP0011.and adjusted by the National Geodetic Survey in June 1991..
 JP0011
 JP0011.The geoid height was determined by GEOID03.
 JP0011
 JP0011.The dynamic height is computed by dividing the NAVD 88
 JP0011.geopotential number by the normal gravity value computed on the
 JP0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0011.degrees latitude (g = 980.6199 gals.).
 JP0011
 JP0011.The modeled gravity was interpolated from observed gravity values.
 JP0011
 JP0011;                    North         East    Units  Estimated Accuracy
 JP0011;SPC NV E     - 8,371,530.      287,830.      MT  (+/- 180 meters Scaled)
 JP0011
 JP0011                          SUPERSEDED SURVEY CONTROL
 JP0011
 JP0011  NGVD 29 (??/??/92) 1850.737  (m)         6071.96   (f) ADJ UNCH    2 0
 JP0011
 JP0011.Superseded values are not recommended for survey control.
 JP0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0011.See file dsdata.txt to determine how the superseded data were derived.
 JP0011
 JP0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC120190(NAD 83)
 JP0011_MARKER: DB = BENCH MARK DISK
 JP0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0011_SP_SET: CONCRETE POST
 JP0011_STAMPING: B 63 1934
 JP0011_MARK LOGO: CGS   
 JP0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0011+STABILITY: SURFACE MOTION
 JP0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0011+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1968
 JP0011
 JP0011  HISTORY     - Date     Condition        Report By
 JP0011  HISTORY     - 1934     MONUMENTED       CGS
 JP0011  HISTORY     - 19680220 GOOD             USGS
 JP0011
 JP0011                          STATION DESCRIPTION
 JP0011
 JP0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0011'13.3 MI N FROM PIOCHE.
 JP0011'13.3 MILES NORTH ALONG U. S. HIGHWAY 93 FROM PIOCHE, LINCOLN COUNTY,
 JP0011'AT THE JUNCTION OF A ROAD LEADING NORTHWEST TO SUNNYSIDE, 90 YARDS
 JP0011'NORTH OF THE NORTH END OF FEDERAL AID PROJECT 68, AND 50 FEET
 JP0011'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 JP0011'B 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JP0011
 JP0011                          STATION RECOVERY (1968)
 JP0011
 JP0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JP0011'RECOVERED IN GOOD CONDITION. NOTE- PROBABLY DISTURBED BY HIGHWAY
 JP0011'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0035 ***********************************************************************
 JP0035  DESIGNATION -  B 64
 JP0035  PID         -  JP0035
 JP0035  STATE/COUNTY-  NV/WHITE PINE
 JP0035  USGS QUAD   -  LAKE VALLEY SUMMIT (1978)
 JP0035
 JP0035                         *CURRENT SURVEY CONTROL
 JP0035  ___________________________________________________________________
 JP0035* NAD 83(1986)-  38 45 01.     (N)    114 35 09.     (W)     SCALED    
 JP0035* NAVD 88     -      1859.658  (meters)    6101.23   (feet)  ADJUSTED  
 JP0035  ___________________________________________________________________
 JP0035  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 JP0035  DYNAMIC HT  -        1857.632 (meters)    6094.58  (feet)  COMP
 JP0035  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 JP0035
 JP0035  VERT ORDER  -  SECOND    CLASS 0
 JP0035
 JP0035.The horizontal coordinates were scaled from a topographic map and have
 JP0035.an estimated accuracy of +/- 6 seconds.
 JP0035
 JP0035.The orthometric height was determined by differential leveling
 JP0035.and adjusted by the National Geodetic Survey in June 1991..
 JP0035
 JP0035.The geoid height was determined by GEOID03.
 JP0035
 JP0035.The dynamic height is computed by dividing the NAVD 88
 JP0035.geopotential number by the normal gravity value computed on the
 JP0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0035.degrees latitude (g = 980.6199 gals.).
 JP0035
 JP0035.The modeled gravity was interpolated from observed gravity values.
 JP0035
 JP0035;                    North         East    Units  Estimated Accuracy
 JP0035;SPC NV E     - 8,444,350.      286,710.      MT  (+/- 180 meters Scaled)
 JP0035
 JP0035                          SUPERSEDED SURVEY CONTROL
 JP0035
 JP0035  NGVD 29 (??/??/92) 1858.422  (m)         6097.17   (f) ADJ UNCH    2 0
 JP0035
 JP0035.Superseded values are not recommended for survey control.
 JP0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0035.See file dsdata.txt to determine how the superseded data were derived.
 JP0035
 JP0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC097918(NAD 83)
 JP0035_MARKER: DB = BENCH MARK DISK
 JP0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0035_STAMPING: B 64 1934
 JP0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0035+STABILITY: SURFACE MOTION
 JP0035
 JP0035  HISTORY     - Date     Condition        Report By
 JP0035  HISTORY     - 1934     MONUMENTED       CGS
 JP0035  HISTORY     - 1973     GOOD             USGS
 JP0035
 JP0035                          STATION DESCRIPTION
 JP0035
 JP0035'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0035'21.5 MI S FROM MAJORS PLACE.
 JP0035'JUNCTION US HIGHWAYS 6 AND 93 AT MAJORS PLACE.  21.5 MILES SOUTH FROM,
 JP0035'APPROX. 710 YARDS NORTH EAST OF A CULVERT, 465 FEET DUE NORTH OF A Y
 JP0035'FENCE CORNER ON THE EAST SIDE OF THE HIGHWAY AND 400 FEET NORTHEAST OF
 JP0035'A T FENCE CORNER ON THE WEST SIDE OF THE HIGHWAY, 65 FEET NORTHWEST OF
 JP0035'THE CENTERLINE OF THE HIGHWAY OPPOSITE THE MARK AND LEVEL WITH THE
 JP0035'HIGHWAY OPPOSITE, A STANDARD DISK STAMPED B 64 1934 AND SET IN THE TOP
 JP0035'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0158 ***********************************************************************
 MV0158  DESIGNATION -  B 65
 MV0158  PID         -  MV0158
 MV0158  STATE/COUNTY-  NV/WASHOE
 MV0158  USGS QUAD   -  PEGLEG CANYON (1980)
 MV0158
 MV0158                         *CURRENT SURVEY CONTROL
 MV0158  ___________________________________________________________________
 MV0158* NAD 83(1986)-  41 09 19.     (N)    119 57 52.     (W)     SCALED    
 MV0158* NAVD 88     -      1395.376  (meters)    4578.00   (feet)  ADJUSTED  
 MV0158  ___________________________________________________________________
 MV0158  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 MV0158  DYNAMIC HT  -        1394.324 (meters)    4574.54  (feet)  COMP
 MV0158  MODELED GRAV-     979,821.6   (mgal)                       NAVD 88
 MV0158
 MV0158  VERT ORDER  -  SECOND    CLASS 0
 MV0158
 MV0158.The horizontal coordinates were scaled from a topographic map and have
 MV0158.an estimated accuracy of +/- 6 seconds.
 MV0158
 MV0158.The orthometric height was determined by differential leveling
 MV0158.and adjusted by the National Geodetic Survey in June 1991..
 MV0158
 MV0158.The geoid height was determined by GEOID03.
 MV0158
 MV0158.The dynamic height is computed by dividing the NAVD 88
 MV0158.geopotential number by the normal gravity value computed on the
 MV0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0158.degrees latitude (g = 980.6199 gals.).
 MV0158
 MV0158.The modeled gravity was interpolated from observed gravity values.
 MV0158
 MV0158;                    North         East    Units  Estimated Accuracy
 MV0158;SPC NV W     - 4,711,810.      684,080.      MT  (+/- 180 meters Scaled)
 MV0158
 MV0158                          SUPERSEDED SURVEY CONTROL
 MV0158
 MV0158  NGVD 29 (??/??/92) 1394.311  (m)         4574.50   (f) ADJ UNCH    2 0
 MV0158
 MV0158.Superseded values are not recommended for survey control.
 MV0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0158.See file dsdata.txt to determine how the superseded data were derived.
 MV0158
 MV0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF512602(NAD 83)
 MV0158_MARKER: DB = BENCH MARK DISK
 MV0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0158_STAMPING: B 65 1934
 MV0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0158+STABILITY: SURFACE MOTION
 MV0158
 MV0158  HISTORY     - Date     Condition        Report By
 MV0158  HISTORY     - 1934     MONUMENTED       CGS
 MV0158  HISTORY     - 1968     GOOD             NGS
 MV0158
 MV0158                          STATION DESCRIPTION
 MV0158
 MV0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0158'15.9 MI SE FROM EAGLEVILLE, CA.
 MV0158'IN WASHOE COUNTY, NEVADA, 15.9 MILES SOUTHEAST ALONG THE GERLACH ROAD
 MV0158'FROM THE GRAMMAR SCHOOL AT EAGLEVILLE, MODOC COUNTY, CALIFORNIA, AT
 MV0158'THE WEST END OF A CANYON, 90 FEET SOUTHWEST OF A CONCRETE BRIDGE WITH
 MV0158'WOODEN RAILINGS OVER A DRY WASH, AND 35 FEET SOUTH OF THE CENTERLINE
 MV0158'OF THE ROAD.  A STANDARD DISK, STAMPED B 65 1934 AND SET IN THE TOP OF
 MV0158'A CONCRETE POST.  NOTE-- APPROX. 48 FT. NORTH OF THE CENTERLINE OF THE
 MV0158'NEW ASPHALT ROAD.
 MV0158
 MV0158                          STATION RECOVERY (1968)
 MV0158
 MV0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MV0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0184 ***********************************************************************
 MV0184  DESIGNATION -  B 66
 MV0184  PID         -  MV0184
 MV0184  STATE/COUNTY-  NV/WASHOE
 MV0184  USGS QUAD   -  MASSACRE CREEK (1980)
 MV0184
 MV0184                         *CURRENT SURVEY CONTROL
 MV0184  ___________________________________________________________________
 MV0184* NAD 83(1986)-  41 33 44.     (N)    119 35 15.     (W)     SCALED    
 MV0184* NAVD 88     -      1795.166  (meters)    5889.64   (feet)  ADJUSTED  
 MV0184  ___________________________________________________________________
 MV0184  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 MV0184  DYNAMIC HT  -        1793.768 (meters)    5885.05  (feet)  COMP
 MV0184  MODELED GRAV-     979,780.2   (mgal)                       NAVD 88
 MV0184
 MV0184  VERT ORDER  -  SECOND    CLASS 0
 MV0184
 MV0184.The horizontal coordinates were scaled from a topographic map and have
 MV0184.an estimated accuracy of +/- 6 seconds.
 MV0184
 MV0184.The orthometric height was determined by differential leveling
 MV0184.and adjusted by the National Geodetic Survey in June 1991..
 MV0184
 MV0184.The geoid height was determined by GEOID03.
 MV0184
 MV0184.The dynamic height is computed by dividing the NAVD 88
 MV0184.geopotential number by the normal gravity value computed on the
 MV0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0184.degrees latitude (g = 980.6199 gals.).
 MV0184
 MV0184.The modeled gravity was interpolated from observed gravity values.
 MV0184
 MV0184;                    North         East    Units  Estimated Accuracy
 MV0184;SPC NV W     - 4,756,570.      716,240.      MT  (+/- 180 meters Scaled)
 MV0184
 MV0184                          SUPERSEDED SURVEY CONTROL
 MV0184
 MV0184  NGVD 29 (??/??/92) 1793.933  (m)         5885.60   (f) ADJ UNCH    2 0
 MV0184
 MV0184.Superseded values are not recommended for survey control.
 MV0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0184.See file dsdata.txt to determine how the superseded data were derived.
 MV0184
 MV0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG842044(NAD 83)
 MV0184_MARKER: DB = BENCH MARK DISK
 MV0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0184_STAMPING: B 66 1934
 MV0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0184+STABILITY: SURFACE MOTION
 MV0184
 MV0184  HISTORY     - Date     Condition        Report By
 MV0184  HISTORY     - 1934     MONUMENTED       CGS
 MV0184  HISTORY     - 1937     GOOD             NGS
 MV0184
 MV0184                          STATION DESCRIPTION
 MV0184
 MV0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0184'3.8 MI SE FROM VYA.
 MV0184'3.8 MILES SOUTHEAST ALONG THE HIGH ROCK LAKE ROAD FROM THE JUNCTION OF
 MV0184'STATE HIGHWAY 8 A ABOUT 11.1 MILES EAST OF VYA, WASHOE COUNTY, 33 FEET
 MV0184'NORTH OF THE DRIVEWAY TO THE OLD MASSACRE RANCH SHEEP CORRAL, 24 FEET
 MV0184'WEST OF THE JUNCTION OF THE OLD ROAD LEADING TO DENIO, AND AT THE
 MV0184'FENCE.  A STANDARD DISK, STAMPED B 66 1934 AND SET IN THE TOP OF A
 MV0184'CONCRETE POST.
 MV0184
 MV0184                          STATION RECOVERY (1937)
 MV0184
 MV0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 MV0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0096 ***********************************************************************
 MV0096  DESIGNATION -  B 67
 MV0096  PID         -  MV0096
 MV0096  STATE/COUNTY-  NV/HUMBOLDT
 MV0096  USGS QUAD   -  BIG SPRING BUTTE (1990)
 MV0096
 MV0096                         *CURRENT SURVEY CONTROL
 MV0096  ___________________________________________________________________
 MV0096* NAD 83(1994)-  41 54 05.90322(N)    119 09 58.95882(W)     ADJUSTED  
 MV0096* NAVD 88     -      1703.137  (meters)    5587.71   (feet)  ADJUSTED  
 MV0096  ___________________________________________________________________
 MV0096  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 MV0096  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 MV0096  DYNAMIC HT  -        1701.870 (meters)    5583.55  (feet)  COMP
 MV0096  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 MV0096
 MV0096  HORZ ORDER  -  THIRD
 MV0096  VERT ORDER  -  FIRST     CLASS II
 MV0096
 MV0096.The horizontal coordinates were established by classical geodetic methods
 MV0096.and adjusted by the National Geodetic Survey in June 1998..
 MV0096
 MV0096.The orthometric height was determined by differential leveling
 MV0096.and adjusted by the National Geodetic Survey in June 1991..
 MV0096
 MV0096.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0096
 MV0096.The geoid height was determined by GEOID03.
 MV0096
 MV0096.The dynamic height is computed by dividing the NAVD 88
 MV0096.geopotential number by the normal gravity value computed on the
 MV0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0096.degrees latitude (g = 980.6199 gals.).
 MV0096
 MV0096.The modeled gravity was interpolated from observed gravity values.
 MV0096
 MV0096;                    North         East     Units Scale Factor Converg.
 MV0096;SPC NV W     - 4,793,938.451   751,624.778   MT  0.99992879   -0 23 21.8
 MV0096;SPC NV W     -15,728,113.07  2,465,955.63   sFT  0.99992879   -0 23 21.8
 MV0096;SPC OR S     -    26,984.259 1,610,672.071   MT  1.00013655   +0 54 44.6
 MV0096;SPC OR S     -    88,531.03  5,284,357.19   iFT  1.00013655   +0 54 44.6
 MV0096;UTM  11      - 4,641,124.884   320,305.039   MT  0.99999735   -1 26 50.0
 MV0096
 MV0096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0096!SPC NV W     -   0.99973613  x   0.99992879  =   0.99966494
 MV0096!SPC OR S     -   0.99973613  x   1.00013655  =   0.99987264
 MV0096!UTM  11      -   0.99973613  x   0.99999735  =   0.99973348
 MV0096
 MV0096|---------------------------------------------------------------------|
 MV0096| PID    Reference Object                     Distance      Geod. Az  |
 MV0096|                                                           dddmmss.s |
 MV0096| CD6781 B 67 RM 1                            10.032 METERS 05324     |
 MV0096| CD6780 B 67 AZ MK                                         1002343.2 |
 MV0096| CD6782 B 67 RM 2                            10.640 METERS 32159     |
 MV0096|---------------------------------------------------------------------|
 MV0096
 MV0096                          SUPERSEDED SURVEY CONTROL
 MV0096
 MV0096  NAD 83(1992)-  41 54 05.90220(N)    119 09 58.95932(W) AD(       ) 3
 MV0096  NAD 83(1991)-  41 54 05.90183(N)    119 09 58.95891(W) AD(       ) 3
 MV0096  NAD 83(1986)-  41 54 05.90440(N)    119 09 58.95811(W) AD(       ) 3
 MV0096  NAD 27      -  41 54 06.28800(N)    119 09 55.25300(W) AD(       ) 3
 MV0096  NGVD 29 (??/??/92) 1701.908  (m)         5583.68   (f) ADJ UNCH    1 2
 MV0096
 MV0096.Superseded values are not recommended for survey control.
 MV0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0096.See file dsdata.txt to determine how the superseded data were derived.
 MV0096
 MV0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG2030541125(NAD 83)
 MV0096_MARKER: DB = BENCH MARK DISK
 MV0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0096_SP_SET: CONCRETE POST
 MV0096_STAMPING: B 67 1934
 MV0096_MARK LOGO: CGS   
 MV0096_MAGNETIC: N = NO MAGNETIC MATERIAL
 MV0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0096+STABILITY: SURFACE MOTION
 MV0096
 MV0096  HISTORY     - Date     Condition        Report By
 MV0096  HISTORY     - 1934     MONUMENTED       CGS
 MV0096  HISTORY     - 1950     GOOD             CGS
 MV0096  HISTORY     - 1950     GOOD             NGS
 MV0096  HISTORY     - 19880501 GOOD             USGS
 MV0096
 MV0096                          STATION DESCRIPTION
 MV0096
 MV0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 MV0096'THE STATION IS LOCATED 37.1 MILES WEST-SOUTHWEST OF DENIO ALONG
 MV0096'THE ROAD TO CEDARVILLE, 18 FEET NORTH OF THE CENTER LINE OF
 MV0096'THIS ROAD AND 10 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 MV0096'STATION IS A BRONZE BENCH MARK DISK SET IN THE TOP OF A 12-INCH
 MV0096'SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
 MV0096'IT IS STAMPED B 67 1934.
 MV0096'
 MV0096'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED BM B 67 NO 1
 MV0096'1950.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK AND
 MV0096'IS FLUSH WITH THE GROUND.
 MV0096'
 MV0096'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED BM B 67 NO 2 1950.
 MV0096'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK AND IS
 MV0096'FLUSH WITH THE GROUND.
 MV0096'
 MV0096'THE AZIMUTH MARK IS LOCATED 0.1 MILE NORTH OF THE ROAD TO
 MV0096'CEDARVILLE FROM DENIO, ON THE WEST END OF A LARGE ROCK OUTCROP
 MV0096'ABOUT 25 FEET HIGH.  IT IS 6 FEET NORTHWEST OF A WHITE WITNESS
 MV0096'POST.  IT IS A BRONZE DISK SET IN BEDROCK, STAMPED BM B 67 1950
 MV0096'AND IS FLUSH WITH TOP OF OUTCROP.
 MV0096'
 MV0096'THE STATION CAN BE REACHED FROM THE POST OFFICE IN DENIO BY
 MV0096'GOING WEST-SOUTHWEST ON THE ROAD TOWARDS CEDARVILLE FOR 37.1
 MV0096'MILES TO THE STATION ON THE RIGHT, NORTH, SIDE OF ROAD AS
 MV0096'DESCRIBED.  A DRIVE STATION.
 MV0096
 MV0096                          STATION RECOVERY (1950)
 MV0096
 MV0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MV0096'8.9 MI SW FROM THOUSAND CREEK RANCH.
 MV0096'8.9 MILES SOUTHWEST ALONG STATE HIGHWAY 8 A FROM THE RANCH HOUSE AT
 MV0096'THOUSAND CREEK RANCH, HUMBOLDT COUNTY, AND 18 FEET NORTHWEST OF THE
 MV0096'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 67 1934 AND
 MV0096'SET IN THE TOP OF A CONCRETE POST.
 MV0096
 MV0096                          STATION RECOVERY (1988)
 MV0096
 MV0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 MV0096'3 MILES (4.8 KM) SOUTH OF DENIO ALONG STATE HIGHWAY 292 TO THE
 MV0096'JUNCTION WITH STATE HIGHWAY 140, THENCE 33.8 MILES (54.4 KM) WEST
 MV0096'ALONG STATE HIGHWAY 140, 1.2 MILES (1.9 KM) EAST OF THE CEDARVILLE
 MV0096'JUNCTION, 90 FEET (27.4 M) NORTHWEST OF THE CENTERLINE OF HIGHWAY 140
 MV0096'AND 18 FEET (5.5 M) NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY.
 MV0096'A STANDARD DISK SET ON THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0058 ***********************************************************************
 MV0058  DESIGNATION -  B 68
 MV0058  PID         -  MV0058
 MV0058  STATE/COUNTY-  NV/HUMBOLDT
 MV0058  USGS QUAD   -  SUMMIT LAKE (1990)
 MV0058
 MV0058                         *CURRENT SURVEY CONTROL
 MV0058  ___________________________________________________________________
 MV0058* NAD 83(1986)-  41 35 30.     (N)    119 00 25.     (W)     SCALED    
 MV0058* NAVD 88     -      1812.983  (meters)    5948.10   (feet)  ADJUSTED  
 MV0058  ___________________________________________________________________
 MV0058  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 MV0058  DYNAMIC HT  -        1811.553 (meters)    5943.40  (feet)  COMP
 MV0058  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 MV0058
 MV0058  VERT ORDER  -  SECOND    CLASS 0
 MV0058
 MV0058.The horizontal coordinates were scaled from a topographic map and have
 MV0058.an estimated accuracy of +/- 6 seconds.
 MV0058
 MV0058.The orthometric height was determined by differential leveling
 MV0058.and adjusted by the National Geodetic Survey in June 1991..
 MV0058
 MV0058.The geoid height was determined by GEOID03.
 MV0058
 MV0058.The dynamic height is computed by dividing the NAVD 88
 MV0058.geopotential number by the normal gravity value computed on the
 MV0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0058.degrees latitude (g = 980.6199 gals.).
 MV0058
 MV0058.The modeled gravity was interpolated from observed gravity values.
 MV0058
 MV0058;                    North         East    Units  Estimated Accuracy
 MV0058;SPC NV W     - 4,759,440.      764,680.      MT  (+/- 180 meters Scaled)
 MV0058
 MV0058                          SUPERSEDED SURVEY CONTROL
 MV0058
 MV0058  NGVD 29 (??/??/92) 1811.797  (m)         5944.20   (f) ADJ UNCH    2 0
 MV0058
 MV0058.Superseded values are not recommended for survey control.
 MV0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0058.See file dsdata.txt to determine how the superseded data were derived.
 MV0058
 MV0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG327063(NAD 83)
 MV0058_MARKER: DB = BENCH MARK DISK
 MV0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0058_STAMPING: B 68 1934
 MV0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0058+STABILITY: SURFACE MOTION
 MV0058
 MV0058  HISTORY     - Date     Condition        Report By
 MV0058  HISTORY     - 1934     MONUMENTED       CGS
 MV0058
 MV0058                          STATION DESCRIPTION
 MV0058
 MV0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0058'17.6 MI NE FROM SOLDIER MEADOWS RANCH.
 MV0058'17.6 MILES NORTHEAST ALONG THE ROAD LEADING TO SUMMIT LAKE AND DENIO,
 MV0058'OREGON, FROM THE RANCHOUSE AT SOLDIER MEADOWS RANCH, HUMBOLDT COUNTY,
 MV0058'0.4 MILE SOUTH OF AN ABANDONED HOUSE IN A CANYON, AND 30 FEET EAST OF
 MV0058'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED B 68 1934 AND
 MV0058'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0376 ***********************************************************************
 LS0376  DESIGNATION -  B 69
 LS0376  PID         -  LS0376
 LS0376  STATE/COUNTY-  NV/WASHOE
 LS0376  USGS QUAD   -  GODEYS ROCK (1990)
 LS0376
 LS0376                         *CURRENT SURVEY CONTROL
 LS0376  ___________________________________________________________________
 LS0376* NAD 83(1986)-  40 40 59.     (N)    119 24 24.     (W)     SCALED    
 LS0376* NAVD 88     -      1203.957  (meters)    3949.98   (feet)  ADJUSTED  
 LS0376  ___________________________________________________________________
 LS0376  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 LS0376  DYNAMIC HT  -        1203.042 (meters)    3946.98  (feet)  COMP
 LS0376  MODELED GRAV-     979,823.4   (mgal)                       NAVD 88
 LS0376
 LS0376  VERT ORDER  -  SECOND    CLASS 0
 LS0376
 LS0376.The horizontal coordinates were scaled from a topographic map and have
 LS0376.an estimated accuracy of +/- 6 seconds.
 LS0376
 LS0376.The orthometric height was determined by differential leveling
 LS0376.and adjusted by the National Geodetic Survey in June 1991..
 LS0376
 LS0376.The geoid height was determined by GEOID03.
 LS0376
 LS0376.The dynamic height is computed by dividing the NAVD 88
 LS0376.geopotential number by the normal gravity value computed on the
 LS0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0376.degrees latitude (g = 980.6199 gals.).
 LS0376
 LS0376.The modeled gravity was interpolated from observed gravity values.
 LS0376
 LS0376;                    North         East    Units  Estimated Accuracy
 LS0376;SPC NV W     - 4,658,780.      730,410.      MT  (+/- 180 meters Scaled)
 LS0376
 LS0376                          SUPERSEDED SURVEY CONTROL
 LS0376
 LS0376  NGVD 29 (??/??/92) 1202.959  (m)         3946.71   (f) ADJ UNCH    2 0
 LS0376
 LS0376.Superseded values are not recommended for survey control.
 LS0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0376.See file dsdata.txt to determine how the superseded data were derived.
 LS0376
 LS0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF966063(NAD 83)
 LS0376_MARKER: DB = BENCH MARK DISK
 LS0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0376_STAMPING: B 69 1934
 LS0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0376+STABILITY: SURFACE MOTION
 LS0376
 LS0376  HISTORY     - Date     Condition        Report By
 LS0376  HISTORY     - 1934     MONUMENTED       CGS
 LS0376
 LS0376                          STATION DESCRIPTION
 LS0376
 LS0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0376'3.8 MI NW FROM GERLACH.
 LS0376'3.8 MILES NORTHWEST OF GERLACH W.P. RR. STATION 50 FEET WEST OF
 LS0376'CENTERLINE OF ROAD FROM GERLACH TO EAGLEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0448 ***********************************************************************
 MT0448  DESIGNATION -  B 7
 MT0448  PID         -  MT0448
 MT0448  STATE/COUNTY-  NV/ELKO
 MT0448  USGS QUAD   -  PEKO PEAK (1982)
 MT0448
 MT0448                         *CURRENT SURVEY CONTROL
 MT0448  ___________________________________________________________________
 MT0448* NAD 83(1986)-  41 14 28.     (N)    115 23 31.     (W)     SCALED    
 MT0448* NAVD 88     -      1830.676  (meters)    6006.14   (feet)  ADJUSTED  
 MT0448  ___________________________________________________________________
 MT0448  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 MT0448  DYNAMIC HT  -        1829.164 (meters)    6001.18  (feet)  COMP
 MT0448  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 MT0448
 MT0448  VERT ORDER  -  SECOND    CLASS 0
 MT0448
 MT0448.The horizontal coordinates were scaled from a topographic map and have
 MT0448.an estimated accuracy of +/- 6 seconds.
 MT0448
 MT0448.The orthometric height was determined by differential leveling
 MT0448.and adjusted by the National Geodetic Survey in June 1991..
 MT0448
 MT0448.The geoid height was determined by GEOID03.
 MT0448
 MT0448.The dynamic height is computed by dividing the NAVD 88
 MT0448.geopotential number by the normal gravity value computed on the
 MT0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0448.degrees latitude (g = 980.6199 gals.).
 MT0448
 MT0448.The modeled gravity was interpolated from observed gravity values.
 MT0448
 MT0448;                    North         East    Units  Estimated Accuracy
 MT0448;SPC NV E     - 8,720,440.      216,040.      MT  (+/- 180 meters Scaled)
 MT0448
 MT0448                          SUPERSEDED SURVEY CONTROL
 MT0448
 MT0448  NGVD 29 (??/??/92) 1829.482  (m)         6002.23   (f) ADJ UNCH    2 0
 MT0448
 MT0448.Superseded values are not recommended for survey control.
 MT0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0448.See file dsdata.txt to determine how the superseded data were derived.
 MT0448
 MT0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF347667(NAD 83)
 MT0448_MARKER: DD = SURVEY DISK
 MT0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0448_STAMPING: B-7 1933
 MT0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0448+STABILITY: SURFACE MOTION
 MT0448
 MT0448  HISTORY     - Date     Condition        Report By
 MT0448  HISTORY     - 1933     MONUMENTED       USGS
 MT0448  HISTORY     - 1934     GOOD             NGS
 MT0448
 MT0448                          STATION DESCRIPTION
 MT0448
 MT0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0448'15.4 MI N FROM DEETH.
 MT0448'15.4 MILES NORTH OF SOUTHERN PACIFIC DEPOT AT DEETH ON PROMINENT RIDGE
 MT0448'OF HILLS.  30 FEET NORTHEAST OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0527 ***********************************************************************
 LR0527  DESIGNATION -  B 7
 LR0527  PID         -  LR0527
 LR0527  STATE/COUNTY-  NV/HUMBOLDT
 LR0527  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0527
 LR0527                         *CURRENT SURVEY CONTROL
 LR0527  ___________________________________________________________________
 LR0527* NAD 83(1986)-  40 55 07.     (N)    117 47 55.     (W)     SCALED    
 LR0527* NAVD 88     -      1311.243  (meters)    4301.97   (feet)  POSTED    
 LR0527  ___________________________________________________________________
 LR0527  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 LR0527  DYNAMIC HT  -        1310.240 (meters)    4298.68  (feet)  COMP
 LR0527  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 LR0527
 LR0527  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LR0527
 LR0527.The horizontal coordinates were scaled from a topographic map and have
 LR0527.an estimated accuracy of +/- 6 seconds.
 LR0527
 LR0527.The orthometric height was determined by differential leveling
 LR0527.and adjusted by the National Geodetic Survey in 1992..
 LR0527.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LR0527.rate of 2.1 thru 3.0 mm/km.
 LR0527
 LR0527.The geoid height was determined by GEOID03.
 LR0527
 LR0527.The dynamic height is computed by dividing the NAVD 88
 LR0527.geopotential number by the normal gravity value computed on the
 LR0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0527.degrees latitude (g = 980.6199 gals.).
 LR0527
 LR0527.The modeled gravity was interpolated from observed gravity values.
 LR0527
 LR0527;                    North         East    Units  Estimated Accuracy
 LR0527;SPC NV W     - 4,684,900.      866,100.      MT  (+/- 180 meters Scaled)
 LR0527
 LR0527                          SUPERSEDED SURVEY CONTROL
 LR0527
 LR0527  NGVD 29 (??/??/92) 1310.21   (m)         4298.6    (f) COMPUTED    1 2
 LR0527
 LR0527.Superseded values are not recommended for survey control.
 LR0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0527.See file dsdata.txt to determine how the superseded data were derived.
 LR0527
 LR0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF327300(NAD 83)
 LR0527_MARKER: DB = BENCH MARK DISK
 LR0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0527_STAMPING: B 7 1912 4298.331
 LR0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0527+STABILITY: SURFACE MOTION
 LR0527
 LR0527  HISTORY     - Date     Condition        Report By
 LR0527  HISTORY     - 1912     MONUMENTED       CGS
 LR0527  HISTORY     - 1953     GOOD             NGS
 LR0527
 LR0527                          STATION DESCRIPTION
 LR0527
 LR0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0527'5.1 MI SW FROM WINNEMUCCA.
 LR0527'5.1 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0527'THE STATION AT WINNEMUCCA, 5.4 MILES NORTHEAST OF ROSE CREEK, AT BENIN
 LR0527'SIDING, 5-1/4 POLES NORTHEAST OF MILEPOLE 412, 217 FEET SOUTHEAST OF
 LR0527'AND ACROSS THE TRACKS FROM THE BENIN SIDING SIGN, 194.3 FEET SOUTHEAST
 LR0527'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 148 FEET SOUTH OF A TELEGRAPH
 LR0527'POLE, 3.5 FEET NORTHWEST OF A FENCE, 1.4 FEET SOUTHWEST OF A WITNESS
 LR0527'POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 LR0527'SANDSTONE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0130 ***********************************************************************
 MV0130  DESIGNATION -  B 70
 MV0130  PID         -  MV0130
 MV0130  STATE/COUNTY-  NV/HUMBOLDT
 MV0130  USGS QUAD   -  WAGNER SPRINGS (1980)
 MV0130
 MV0130                         *CURRENT SURVEY CONTROL
 MV0130  ___________________________________________________________________
 MV0130* NAD 83(1986)-  41 12 48.     (N)    119 09 18.     (W)     SCALED    
 MV0130* NAVD 88     -      1269.160  (meters)    4163.90   (feet)  ADJUSTED  
 MV0130  ___________________________________________________________________
 MV0130  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 MV0130  DYNAMIC HT  -        1268.245 (meters)    4160.90  (feet)  COMP
 MV0130  MODELED GRAV-     979,859.5   (mgal)                       NAVD 88
 MV0130
 MV0130  VERT ORDER  -  SECOND    CLASS 0
 MV0130
 MV0130.The horizontal coordinates were scaled from a topographic map and have
 MV0130.an estimated accuracy of +/- 6 seconds.
 MV0130
 MV0130.The orthometric height was determined by differential leveling
 MV0130.and adjusted by the National Geodetic Survey in June 1991..
 MV0130
 MV0130.The geoid height was determined by GEOID03.
 MV0130
 MV0130.The dynamic height is computed by dividing the NAVD 88
 MV0130.geopotential number by the normal gravity value computed on the
 MV0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0130.degrees latitude (g = 980.6199 gals.).
 MV0130
 MV0130.The modeled gravity was interpolated from observed gravity values.
 MV0130
 MV0130;                    North         East    Units  Estimated Accuracy
 MV0130;SPC NV W     - 4,717,490.      752,060.      MT  (+/- 180 meters Scaled)
 MV0130
 MV0130                          SUPERSEDED SURVEY CONTROL
 MV0130
 MV0130  NGVD 29 (??/??/92) 1268.119  (m)         4160.49   (f) ADJ UNCH    2 0
 MV0130
 MV0130.Superseded values are not recommended for survey control.
 MV0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0130.See file dsdata.txt to determine how the superseded data were derived.
 MV0130
 MV0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF193646(NAD 83)
 MV0130_MARKER: DB = BENCH MARK DISK
 MV0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0130_STAMPING: B 70 1934
 MV0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0130+STABILITY: SURFACE MOTION
 MV0130
 MV0130  HISTORY     - Date     Condition        Report By
 MV0130  HISTORY     - 1934     MONUMENTED       CGS
 MV0130  HISTORY     - 1975     GOOD             NGS
 MV0130
 MV0130                          STATION DESCRIPTION
 MV0130
 MV0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 MV0130'13.9 MI SW FROM SOLDIERS MEADOW RANCH.
 MV0130'SOLDIER MEADOWS RANCH HOUSE, 13.9 MI SW. OF, ALONG THE RD. LEADING TO
 MV0130'GERLACH.  390 FT E. OF THE PRESENT RD. ALIGNMENT, 24 FT E. OF THE OLD
 MV0130'RD.  ON TOP OF RIDGE.  IN TOP OF A CONCRETE POST.  STANDARD TABLET
 MV0130'STMPED B 70 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0430 ***********************************************************************
 LS0430  DESIGNATION -  B 71
 LS0430  PID         -  LS0430
 LS0430  STATE/COUNTY-  NV/WASHOE
 LS0430  USGS QUAD   -  REYNARD (1990)
 LS0430
 LS0430                         *CURRENT SURVEY CONTROL
 LS0430  ___________________________________________________________________
 LS0430* NAD 83(1986)-  40 25 25.     (N)    119 40 44.     (W)     SCALED    
 LS0430* NAVD 88     -      1179.736  (meters)    3870.52   (feet)  POSTED    
 LS0430  ___________________________________________________________________
 LS0430  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 LS0430  DYNAMIC HT  -        1178.820 (meters)    3867.51  (feet)  COMP
 LS0430  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 LS0430
 LS0430  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0430
 LS0430.The horizontal coordinates were scaled from a topographic map and have
 LS0430.an estimated accuracy of +/- 6 seconds.
 LS0430
 LS0430.The orthometric height was determined by differential leveling
 LS0430.and adjusted by the National Geodetic Survey in 1992..
 LS0430.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0430.rate of 0.0 thru 1.0 mm/km.
 LS0430
 LS0430.The geoid height was determined by GEOID03.
 LS0430
 LS0430.The dynamic height is computed by dividing the NAVD 88
 LS0430.geopotential number by the normal gravity value computed on the
 LS0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0430.degrees latitude (g = 980.6199 gals.).
 LS0430
 LS0430.The modeled gravity was interpolated from observed gravity values.
 LS0430
 LS0430;                    North         East    Units  Estimated Accuracy
 LS0430;SPC NV W     - 4,630,220.      707,040.      MT  (+/- 180 meters Scaled)
 LS0430
 LS0430                          SUPERSEDED SURVEY CONTROL
 LS0430
 LS0430  NGVD 29 (??/??/92) 1178.744  (m)         3867.26   (f) ADJ UNCH    2 0
 LS0430
 LS0430.Superseded values are not recommended for survey control.
 LS0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0430.See file dsdata.txt to determine how the superseded data were derived.
 LS0430
 LS0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE727782(NAD 83)
 LS0430_MARKER: DB = BENCH MARK DISK
 LS0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0430_STAMPING: B 71 1934
 LS0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0430+STABILITY: SURFACE MOTION
 LS0430
 LS0430  HISTORY     - Date     Condition        Report By
 LS0430  HISTORY     - 1934     MONUMENTED       CGS
 LS0430  HISTORY     - 1964     GOOD             USGS
 LS0430
 LS0430                          STATION DESCRIPTION
 LS0430
 LS0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0430'1.2 MI W FROM FOURTWELVE.
 LS0430'1.2 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE SECTION
 LS0430'WATER TANK AT FOURTWELVE, WASHOE COUNTY, 3 POLES WEST ACROSS THE TRACK
 LS0430'FROM MILEPOST 411, AND 69 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 LS0430'DISK, STAMPED B 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LS0430
 LS0430                          STATION RECOVERY (1964)
 LS0430
 LS0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LS0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0394 ***********************************************************************
 LS0394  DESIGNATION -  B 72
 LS0394  PID         -  LS0394
 LS0394  STATE/COUNTY-  NV/PERSHING
 LS0394  USGS QUAD   -  TREGO HOT SPRINGS (1980)
 LS0394
 LS0394                         *CURRENT SURVEY CONTROL
 LS0394  ___________________________________________________________________
 LS0394* NAD 83(1986)-  40 48 32.     (N)    119 01 19.     (W)     SCALED    
 LS0394* NAVD 88     -      1205.413  (meters)    3954.76   (feet)  ADJUSTED  
 LS0394  ___________________________________________________________________
 LS0394  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 LS0394  DYNAMIC HT  -        1204.550 (meters)    3951.93  (feet)  COMP
 LS0394  MODELED GRAV-     979,866.9   (mgal)                       NAVD 88
 LS0394
 LS0394  VERT ORDER  -  SECOND    CLASS 0
 LS0394
 LS0394.The horizontal coordinates were scaled from a topographic map and have
 LS0394.an estimated accuracy of +/- 6 seconds.
 LS0394
 LS0394.The orthometric height was determined by differential leveling
 LS0394.and adjusted by the National Geodetic Survey in June 1991..
 LS0394
 LS0394.The geoid height was determined by GEOID03.
 LS0394
 LS0394.The dynamic height is computed by dividing the NAVD 88
 LS0394.geopotential number by the normal gravity value computed on the
 LS0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0394.degrees latitude (g = 980.6199 gals.).
 LS0394
 LS0394.The modeled gravity was interpolated from observed gravity values.
 LS0394
 LS0394;                    North         East    Units  Estimated Accuracy
 LS0394;SPC NV W     - 4,672,520.      763,000.      MT  (+/- 180 meters Scaled)
 LS0394
 LS0394                          SUPERSEDED SURVEY CONTROL
 LS0394
 LS0394  NGVD 29 (??/??/92) 1204.453  (m)         3951.61   (f) ADJ UNCH    2 0
 LS0394
 LS0394.Superseded values are not recommended for survey control.
 LS0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0394.See file dsdata.txt to determine how the superseded data were derived.
 LS0394
 LS0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF294195(NAD 83)
 LS0394_MARKER: DB = BENCH MARK DISK
 LS0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0394_STAMPING: B-72 1934
 LS0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0394+STABILITY: SURFACE MOTION
 LS0394
 LS0394  HISTORY     - Date     Condition        Report By
 LS0394  HISTORY     - 1934     MONUMENTED       CGS
 LS0394  HISTORY     - 1975     GOOD             USGS
 LS0394
 LS0394                          STATION DESCRIPTION
 LS0394
 LS0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0394'7.2 MI E FROM TREGO.
 LS0394'7.2 MILES EAST OF TREGO RAILWAY STATION 66 FEET WEST OF FOURTH POLE
 LS0394'WEST OF MILE POLE 459.  54 FEET NORTH OF NEAREST RAIL OF WESTERN
 LS0394'PACIFIC RAILROAD TRACK.  40 FEET NORTHEAST OF RAILWAY CULVERT 458-87.
 LS0394
 LS0394                          STATION RECOVERY (1975)
 LS0394
 LS0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LS0394'7.2 MI. EAST ALONG THE WESTERN PACIFIC R.R. FROM THE STA. AT TREGO,
 LS0394'PERSHING COUNTY, 66 FT. WEST OF THE FOURTH POLE WEST OF MILEPOST 459,
 LS0394'40 FT. NE OF CULVERT 458/87, 53 FT. NORTH OF THE NEAREST RAIL. SET IN
 LS0394'THE TOP OF A CONC. POST. STANDARD DISK STAMPED B 72 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0354 ***********************************************************************
 LS0354  DESIGNATION -  B 73
 LS0354  PID         -  LS0354
 LS0354  STATE/COUNTY-  NV/PERSHING
 LS0354  USGS QUAD   -  SULPHUR (1981)
 LS0354
 LS0354                         *CURRENT SURVEY CONTROL
 LS0354  ___________________________________________________________________
 LS0354* NAD 83(1999)-  40 50 52.11703(N)    118 43 44.90573(W)     ADJUSTED  
 LS0354* NAVD 88     -      1279.912  (meters)    4199.18   (feet)  ADJUSTED  
 LS0354  ___________________________________________________________________
 LS0354  EPOCH DATE  -        1999.37
 LS0354  X           -  -2,322,890.353 (meters)                     COMP
 LS0354  Y           -  -4,237,727.887 (meters)                     COMP
 LS0354  Z           -   4,150,476.049 (meters)                     COMP
 LS0354  LAPLACE CORR-           7.16  (seconds)                    DEFLEC99
 LS0354  ELLIP HEIGHT-        1258.21  (meters)          (05/16/00) GPS OBS
 LS0354  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 LS0354  DYNAMIC HT  -        1278.967 (meters)    4196.08  (feet)  COMP
 LS0354  MODELED GRAV-     979,841.6   (mgal)                       NAVD 88
 LS0354
 LS0354  HORZ ORDER  -  FIRST
 LS0354  VERT ORDER  -  SECOND    CLASS 0
 LS0354  ELLP ORDER  -  FOURTH    CLASS I
 LS0354
 LS0354.The horizontal coordinates were established by GPS observations
 LS0354.and adjusted by the National Geodetic Survey in May 2000..
 LS0354.No horizontal observational check was made to the station.
 LS0354.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 LS0354.DATUM ITEM on the data sheet items page.
 LS0354.The horizontal coordinates are valid at the epoch date displayed above.
 LS0354.The epoch date for horizontal control is a decimal equivalence
 LS0354.of Year/Month/Day.
 LS0354
 LS0354.The orthometric height was determined by differential leveling
 LS0354.and adjusted by the National Geodetic Survey in June 1991..
 LS0354
 LS0354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LS0354
 LS0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0354
 LS0354.The ellipsoidal height was determined by GPS observations
 LS0354.and is referenced to NAD 83.
 LS0354
 LS0354.The geoid height was determined by GEOID03.
 LS0354
 LS0354.The dynamic height is computed by dividing the NAVD 88
 LS0354.geopotential number by the normal gravity value computed on the
 LS0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0354.degrees latitude (g = 980.6199 gals.).
 LS0354
 LS0354.The modeled gravity was interpolated from observed gravity values.
 LS0354
 LS0354;                    North         East     Units Scale Factor Converg.
 LS0354;SPC NV W     - 4,676,756.473   787,705.542   MT  0.99990186   -0 05 43.3
 LS0354;SPC NV W     -15,343,658.53  2,584,330.60   sFT  0.99990186   -0 05 43.3
 LS0354;UTM  11      - 4,523,301.586   354,239.412   MT  0.99986151   -1 07 52.1
 LS0354
 LS0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0354!SPC NV W     -   0.99980267  x   0.99990186  =   0.99970455
 LS0354!UTM  11      -   0.99980267  x   0.99986151  =   0.99966421
 LS0354
 LS0354                          SUPERSEDED SURVEY CONTROL
 LS0354
 LS0354  NAVD 88 (05/16/00) 1279.91   (m)         4199.2    (f) LEVELING    3  
 LS0354  NGVD 29 (??/??/92) 1278.904  (m)         4195.87   (f) ADJ UNCH    2 0
 LS0354
 LS0354.Superseded values are not recommended for survey control.
 LS0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0354.See file dsdata.txt to determine how the superseded data were derived.
 LS0354
 LS0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF5423923302(NAD 83)
 LS0354_MARKER: DB = BENCH MARK DISK
 LS0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0354_STAMPING: B 73 1934
 LS0354_MARK LOGO: CGS   
 LS0354_MAGNETIC: N = NO MAGNETIC MATERIAL
 LS0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0354+STABILITY: SURFACE MOTION
 LS0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0354+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1999
 LS0354
 LS0354  HISTORY     - Date     Condition        Report By
 LS0354  HISTORY     - 1934     MONUMENTED       CGS
 LS0354  HISTORY     - 19990111 GOOD             NGS
 LS0354
 LS0354                          STATION DESCRIPTION
 LS0354
 LS0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0354'1.8 MI SE FROM SULPHUR.
 LS0354'1.8 MILES SOUTHEAST ALONG THE LOVELOCK ROAD FROM THE WESTERN PACIFIC
 LS0354'RAILROAD STATION AT SULPHUR, HUMBOLDT COUNTY, AND 33 FEET WEST OF THE
 LS0354'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED B 73 1934 AND SET IN
 LS0354'THE TOP OF A CONCRETE POST.
 LS0354
 LS0354                          STATION RECOVERY (1999)
 LS0354
 LS0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 LS0354'THE STATION IS LOCATED ABOUT 86.9 KM (54.00 MI) WEST OF WINNEMUCCA,
 LS0354'75.0 KM (46.60 MI) NORTH OF LOVELOCK, 2.9 KM (1.80 MI) SOUTHEAST OF
 LS0354'THE GHOST TOWN OF SULPHUR, ON THE SOUTHWEST SIDE OF THE ROAD LEADING
 LS0354'SOUTH-SOUTHEAST TO ROSE BUD MINE AND LOVELOCK.  OWNERSHIP--PERSHING
 LS0354'COUNTY.  NOTE--A FOUR-WHEEL DRIVE VEHICLE IS NEEDED TO REACH THE
 LS0354'STATION IN WET WEATHER.  TO REACH THE STATION FROM THE JUNCTION OF US
 LS0354'HIGHWAY 80 (WINNEMUCCA BOULEVARD) AND STATE HIGHWAY 95 IN THE CENTER
 LS0354'OF WINNEMUCCA, GO NORTH ON HIGHWAY 95 FOR 0.8 KM (0.50 MI) TO THE
 LS0354'JUNCTION OF A PAVED ROAD ON THE LEFT.  TURN LEFT AND BEAR LEFT,
 LS0354'WESTERLY ON THE PAVED ROAD LEADING TO THE GHOST TOWN OF JUNGO FOR 6.52
 LS0354'KM (4.05 MI) TO THE END OF THE PAVED ROAD.  CONTINUE AHEAD, WESTERLY
 LS0354'ON THE GRADED ROAD FOR 52.38 KM (32.55 MI) TO A RAILROAD CROSSING.
 LS0354'CONTINUE AHEAD, WESTERLY ON THE ROAD FOR 28.56 KM (17.75 MI) TO A FORK
 LS0354'(ROAD LEADING INTO THE HYCROFT GOLD MINE) . BEAR RIGHT, WESTERLY ON
 LS0354'THE MAIN ROAD FOR 4.97 KM (3.10 MI) TO THE JUNCTION OF A PAVED ROAD
 LS0354'LEADING NORTH CROSSING THE RAILROAD TRACKS AND AT A WOODEN SIGN
 LS0354'-SULPHUR-.  CONTINUE AHEAD FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF A
 LS0354'PAVED ROAD LEADING SOUTH-SOUTHEAST JUST BEFORE AN ABANDONED BUILDING
 LS0354'ON THE RIGHT (ONLY BUILDING LEFT STANDING IN THE GHOST TOWN OF
 LS0354'SULPHUR) .  TURN LEFT, SOUTHERLY ON THE ROAD LEADING TO RABBIT HOLE
 LS0354'AND ROSEBUD SPRINGS FOR 2.8 KM (1.75 MI) TO THE STATION ON THE RIGHT
 LS0354'MARKED WITH A ORANGE PAINTED ROCK ALONG THE SOUTHWEST SHOULDER OF THE
 LS0354'ROAD AND BY A WITNESS POST.  THE STATION IS SET IN TOP OF A ROUND
 LS0354'CONCRETE POST ENCASED IN A TIN SLEEVE PROJECTING 15 CM ABOVE GROUND.
 LS0354'IT IS 10.06 M (33.01 FT) SOUTHEAST OF THE SOUTHEAST SIDE OF A SMALL
 LS0354'MOUND OF GRAVEL PROJECTING ABOUT 1.1 M (3.6 FT) ABOVE THE GROUND,
 LS0354'10.36 M (33.99 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 6.4 M (21.0
 LS0354'FT) SOUTHWEST OF THE ORANGE PAINTED ROCK AND 0.9 M (3.0 FT) NORTHEAST
 LS0354'OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2012 ***********************************************************************
 AB2012  DESIGNATION -  B 74 RESET
 AB2012  PID         -  AB2012
 AB2012  STATE/COUNTY-  NV/PERSHING
 AB2012  USGS QUAD   -  TRINITY PASS (1981)
 AB2012
 AB2012                         *CURRENT SURVEY CONTROL
 AB2012  ___________________________________________________________________
 AB2012* NAD 83(1986)-  40 16 58.     (N)    118 38 14.     (W)     SCALED    
 AB2012* NAVD 88     -      1571.80   (meters)    5156.8    (feet)  RESET     
 AB2012  ___________________________________________________________________
 AB2012  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AB2012
 AB2012  VERT ORDER  -  THIRD
 AB2012
 AB2012.The horizontal coordinates were scaled from a topographic map and have
 AB2012.an estimated accuracy of +/- 6 seconds.
 AB2012
 AB2012.The orthometric height was computed from unverified reset data.
 AB2012
 AB2012.The geoid height was determined by GEOID03.
 AB2012
 AB2012;                    North         East    Units  Estimated Accuracy
 AB2012;SPC NV W     - 4,614,010.      795,420.      MT  (+/- 180 meters Scaled)
 AB2012
 AB2012                          SUPERSEDED SURVEY CONTROL
 AB2012
 AB2012.No superseded survey control is available for this station.
 AB2012
 AB2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE608604(NAD 83)
 AB2012_MARKER: DD = SURVEY DISK
 AB2012_SETTING: 0 = UNSPECIFIED SETTING
 AB2012_STAMPING: B 74 RESET 1959
 AB2012_MARK LOGO: NVDH  
 AB2012_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2012
 AB2012  HISTORY     - Date     Condition        Report By
 AB2012  HISTORY     - 1959     MONUMENTED       NVDH
 AB2012
 AB2012                          STATION DESCRIPTION
 AB2012
 AB2012'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1959 (OP)
 AB2012'12.4 MILES (20.0 KM) NORTHWEST ALONG SULPHUR ROAD FROM COURTHOUSE IN
 AB2012'LOVELOCK, 0.1 MILES (0.2 KM) NORTH OF CURVE TO THE SOUTHEAST AT SOUTH
 AB2012'END OF CANYON, 120 FEET (36.6 M) SOUTH OF JUNCTION OF AN OLD ROAD
 AB2012'LEADING SOUTH TO LOVELOCK, 33 FEET (10.1 M) WEST OF CENTERLINE OF MAIN
 AB2012'ROAD, 38 FEET (11.6 M) RIGHT OF ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0406 ***********************************************************************
 LR0406  DESIGNATION -  B 75
 LR0406  PID         -  LR0406
 LR0406  STATE/COUNTY-  NV/HUMBOLDT
 LR0406  USGS QUAD   -  GOLCONDA (1981)
 LR0406
 LR0406                         *CURRENT SURVEY CONTROL
 LR0406  ___________________________________________________________________
 LR0406* NAD 83(1986)-  40 59 34.     (N)    117 22 50.     (W)     SCALED    
 LR0406* NAVD 88     -      1390.140  (meters)    4560.82   (feet)  ADJUSTED  
 LR0406  ___________________________________________________________________
 LR0406  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 LR0406  DYNAMIC HT  -        1389.107 (meters)    4557.43  (feet)  COMP
 LR0406  MODELED GRAV-     979,831.7   (mgal)                       NAVD 88
 LR0406
 LR0406  VERT ORDER  -  FIRST     CLASS II
 LR0406
 LR0406.The horizontal coordinates were scaled from a topographic map and have
 LR0406.an estimated accuracy of +/- 6 seconds.
 LR0406
 LR0406.The orthometric height was determined by differential leveling
 LR0406.and adjusted by the National Geodetic Survey in June 1991..
 LR0406
 LR0406.The geoid height was determined by GEOID03.
 LR0406
 LR0406.The dynamic height is computed by dividing the NAVD 88
 LR0406.geopotential number by the normal gravity value computed on the
 LR0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0406.degrees latitude (g = 980.6199 gals.).
 LR0406
 LR0406.The modeled gravity was interpolated from observed gravity values.
 LR0406
 LR0406;                    North         East    Units  Estimated Accuracy
 LR0406;SPC NV W     - 4,693,540.      901,200.      MT  (+/- 180 meters Scaled)
 LR0406
 LR0406                          SUPERSEDED SURVEY CONTROL
 LR0406
 LR0406  NGVD 29 (??/??/92) 1389.131  (m)         4557.51   (f) ADJ UNCH    1 2
 LR0406
 LR0406.Superseded values are not recommended for survey control.
 LR0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0406.See file dsdata.txt to determine how the superseded data were derived.
 LR0406
 LR0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF679380(NAD 83)
 LR0406_MARKER: DB = BENCH MARK DISK
 LR0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0406_STAMPING: B 75 1934
 LR0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0406+STABILITY: SURFACE MOTION
 LR0406
 LR0406  HISTORY     - Date     Condition        Report By
 LR0406  HISTORY     - 1934     MONUMENTED       CGS
 LR0406  HISTORY     - 1953     GOOD             NGS
 LR0406
 LR0406                          STATION DESCRIPTION
 LR0406
 LR0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0406'2.0 MI NE FROM PREBLE SIDING.
 LR0406'1.1 MILES EAST ALONG STATE HIGHWAY 18 FROM THE CROSSING OF THE
 LR0406'SOUTHERN PACIFIC COMPANY RAILROAD AT PREBLE SIDING, THENCE 0.9 MILE
 LR0406'NORTH ALONG A GRAVELED ROAD, 1.0 MILE NORTH OF J 345, AT THE TOP OF A
 LR0406'HILL, 0.25 MILE NORTH OF THE CROSSING OF A TELEPHONE LINE AND THE Y
 LR0406'JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, 15 1/2 FEET EAST OF THE
 LR0406'CENTER LINE OF THE ROAD, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 LR0406'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 LR0406'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0120 ***********************************************************************
 MU0120  DESIGNATION -  B 76
 MU0120  PID         -  MU0120
 MU0120  STATE/COUNTY-  NV/ELKO
 MU0120  USGS QUAD   -  SQUAW VALLEY RANCH (1965)
 MU0120
 MU0120                         *CURRENT SURVEY CONTROL
 MU0120  ___________________________________________________________________
 MU0120* NAD 83(1986)-  41 12 45.     (N)    116 38 52.     (W)     SCALED    
 MU0120* NAVD 88     -      1627.156  (meters)    5338.43   (feet)  POSTED    
 MU0120  ___________________________________________________________________
 MU0120  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 MU0120  DYNAMIC HT  -        1625.860 (meters)    5334.18  (feet)  COMP
 MU0120  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 MU0120
 MU0120  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0120
 MU0120.The horizontal coordinates were scaled from a topographic map and have
 MU0120.an estimated accuracy of +/- 6 seconds.
 MU0120
 MU0120.The orthometric height was determined by differential leveling
 MU0120.and adjusted by the National Geodetic Survey in 1992..
 MU0120.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0120.rate of 0.0 thru 1.0 mm/km.
 MU0120
 MU0120.The geoid height was determined by GEOID03.
 MU0120
 MU0120.The dynamic height is computed by dividing the NAVD 88
 MU0120.geopotential number by the normal gravity value computed on the
 MU0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0120.degrees latitude (g = 980.6199 gals.).
 MU0120
 MU0120.The modeled gravity was interpolated from observed gravity values.
 MU0120
 MU0120;                    North         East    Units  Estimated Accuracy
 MU0120;SPC NV E     - 8,717,790.      110,740.      MT  (+/- 180 meters Scaled)
 MU0120
 MU0120                          SUPERSEDED SURVEY CONTROL
 MU0120
 MU0120  NGVD 29 (??/??/92) 1626.071  (m)         5334.87   (f) ADJ UNCH    2 0
 MU0120
 MU0120.Superseded values are not recommended for survey control.
 MU0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0120.See file dsdata.txt to determine how the superseded data were derived.
 MU0120
 MU0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF295624(NAD 83)
 MU0120_MARKER: DB = BENCH MARK DISK
 MU0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0120_SP_SET: CONCRETE POST
 MU0120_STAMPING: B 76 1934
 MU0120_MARK LOGO: CGS   
 MU0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0120+STABILITY: SURFACE MOTION
 MU0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0120+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1973
 MU0120
 MU0120  HISTORY     - Date     Condition        Report By
 MU0120  HISTORY     - 1934     MONUMENTED       CGS
 MU0120  HISTORY     - 19730314 GOOD             USGS
 MU0120  HISTORY     - 20011019 POOR             NVGS
 MU0120
 MU0120                          STATION DESCRIPTION
 MU0120
 MU0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0120'10.4 MI NE FROM MIDAS.
 MU0120'10.4 MILES NORTHEAST OF MIDAS POST OFFICE 40 FEET NORTHEAST OF CENTER
 MU0120'LINE OF ROAD FROM MIDAS TO TUSCARORA.
 MU0120
 MU0120                          STATION RECOVERY (1973)
 MU0120
 MU0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 MU0120'RECOVERED IN GOOD CONDITION.
 MU0120
 MU0120                          STATION RECOVERY (2001)
 MU0120
 MU0120'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 MU0120'BENCH MARK BRASS CAP FOUND .10M ABOVE GROUND IN A CRUMBLING .40M DIAM
 MU0120'CONC CYLINDER, ADDED A CARSONITE W.P. 1.5M SOUTH AND NEW CONCRETE ON
 MU0120'TOP SURFACE AROUND CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0049 ***********************************************************************
 LR0049  DESIGNATION -  B 77
 LR0049  PID         -  LR0049
 LR0049  STATE/COUNTY-  NV/EUREKA
 LR0049  USGS QUAD   -  PALISADE (1985)
 LR0049
 LR0049                         *CURRENT SURVEY CONTROL
 LR0049  ___________________________________________________________________
 LR0049* NAD 83(1986)-  40 33 32.     (N)    116 08 20.     (W)     SCALED    
 LR0049* NAVD 88     -      1515.951  (meters)    4973.58   (feet)  ADJUSTED  
 LR0049  ___________________________________________________________________
 LR0049  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 LR0049  DYNAMIC HT  -        1514.670 (meters)    4969.38  (feet)  COMP
 LR0049  MODELED GRAV-     979,726.4   (mgal)                       NAVD 88
 LR0049
 LR0049  VERT ORDER  -  SECOND    CLASS 0
 LR0049
 LR0049.The horizontal coordinates were scaled from a topographic map and have
 LR0049.an estimated accuracy of +/- 6 seconds.
 LR0049
 LR0049.The orthometric height was determined by differential leveling
 LR0049.and adjusted by the National Geodetic Survey in June 1991..
 LR0049
 LR0049.The geoid height was determined by GEOID03.
 LR0049
 LR0049.The dynamic height is computed by dividing the NAVD 88
 LR0049.geopotential number by the normal gravity value computed on the
 LR0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0049.degrees latitude (g = 980.6199 gals.).
 LR0049
 LR0049.The modeled gravity was interpolated from observed gravity values.
 LR0049
 LR0049;                    North         East    Units  Estimated Accuracy
 LR0049;SPC NV E     - 8,644,810.      152,950.      MT  (+/- 180 meters Scaled)
 LR0049
 LR0049                          SUPERSEDED SURVEY CONTROL
 LR0049
 LR0049  NGVD 29 (??/??/92) 1514.854  (m)         4969.98   (f) ADJ UNCH    2 0
 LR0049
 LR0049.Superseded values are not recommended for survey control.
 LR0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0049.See file dsdata.txt to determine how the superseded data were derived.
 LR0049
 LR0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE729901(NAD 83)
 LR0049_MARKER: DB = BENCH MARK DISK
 LR0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0049_STAMPING: B-77 1931
 LR0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0049+STABILITY: SURFACE MOTION
 LR0049
 LR0049  HISTORY     - Date     Condition        Report By
 LR0049  HISTORY     - 1931     MONUMENTED       CGS
 LR0049  HISTORY     - 1934     GOOD             NGS
 LR0049
 LR0049                          STATION DESCRIPTION
 LR0049
 LR0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LR0049'5.5 MI S FROM PALISADE.
 LR0049'5.5 MILES SOUTH OF PALISADE 0.7 MILES NORTHWEST OF RAINES RANCH HOUSE.
 LR0049'0.2 MILES SOUTH OF WHERE RAILWAY BRIDGE OVER CREEK.  0.1 MILE WEST OF
 LR0049'ROAD FROM PALISADE TO EUREKA.  33 FEET NORTH OF TELEPHONE POLE. 30
 LR0049'FEET EAST OF EUREKA NEVADA RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0204 ***********************************************************************
 LQ0204  DESIGNATION -  B 77
 LQ0204  PID         -  LQ0204
 LQ0204  STATE/COUNTY-  NV/ELKO
 LQ0204  USGS QUAD   -  FERGUSON FLAT (1972)
 LQ0204
 LQ0204                         *CURRENT SURVEY CONTROL
 LQ0204  ___________________________________________________________________
 LQ0204* NAD 83(1986)-  40 29 45.     (N)    114 03 12.     (W)     SCALED    
 LQ0204* NAVD 88     -      1300.023  (meters)    4265.16   (feet)  ADJUSTED  
 LQ0204  ___________________________________________________________________
 LQ0204  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 LQ0204  DYNAMIC HT  -        1298.997 (meters)    4261.79  (feet)  COMP
 LQ0204  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 LQ0204
 LQ0204  VERT ORDER  -  SECOND    CLASS 0
 LQ0204
 LQ0204.The horizontal coordinates were scaled from a topographic map and have
 LQ0204.an estimated accuracy of +/- 6 seconds.
 LQ0204
 LQ0204.The orthometric height was determined by differential leveling
 LQ0204.and adjusted by the National Geodetic Survey in June 1991..
 LQ0204
 LQ0204.The geoid height was determined by GEOID03.
 LQ0204
 LQ0204.The dynamic height is computed by dividing the NAVD 88
 LQ0204.geopotential number by the normal gravity value computed on the
 LQ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0204.degrees latitude (g = 980.6199 gals.).
 LQ0204
 LQ0204.The modeled gravity was interpolated from observed gravity values.
 LQ0204
 LQ0204;                    North         East    Units  Estimated Accuracy
 LQ0204;SPC NV E     - 8,638,790.      329,690.      MT  (+/- 180 meters Scaled)
 LQ0204
 LQ0204                          SUPERSEDED SURVEY CONTROL
 LQ0204
 LQ0204  NGVD 29 (??/??/92) 1299.052  (m)         4261.97   (f) ADJ UNCH    2 0
 LQ0204
 LQ0204.Superseded values are not recommended for survey control.
 LQ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0204.See file dsdata.txt to determine how the superseded data were derived.
 LQ0204
 LQ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE497869(NAD 83)
 LQ0204_MARKER: DB = BENCH MARK DISK
 LQ0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0204_STAMPING: B-77 1934
 LQ0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0204+STABILITY: SURFACE MOTION
 LQ0204
 LQ0204  HISTORY     - Date     Condition        Report By
 LQ0204  HISTORY     - 1934     MONUMENTED       CGS
 LQ0204
 LQ0204                          STATION DESCRIPTION
 LQ0204
 LQ0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0204'16.6 MI S FROM WENDOVER.
 LQ0204'16.6 MILES SOUTH OF TRI-STATE MERC. CO AT WENDOVER.  1050 FEET NORTH
 LQ0204'OF SMALL BROWN SECTION HOUSE.  90 FEET WEST OF MILE POST 17.  48 FEET
 LQ0204'WEST OF THE CENTERLINE OF WESTERN PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0205 ***********************************************************************
 KP0205  DESIGNATION -  B 78
 KP0205  PID         -  KP0205
 KP0205  STATE/COUNTY-  NV/EUREKA
 KP0205  USGS QUAD   -  EUREKA (1990)
 KP0205
 KP0205                         *CURRENT SURVEY CONTROL
 KP0205  ___________________________________________________________________
 KP0205* NAD 83(1986)-  39 36 00.     (N)    115 59 39.     (W)     SCALED    
 KP0205* NAVD 88     -      1815.158  (meters)    5955.23   (feet)  ADJUSTED  
 KP0205  ___________________________________________________________________
 KP0205  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 KP0205  DYNAMIC HT  -        1813.361 (meters)    5949.34  (feet)  COMP
 KP0205  MODELED GRAV-     979,572.3   (mgal)                       NAVD 88
 KP0205
 KP0205  VERT ORDER  -  SECOND    CLASS 0
 KP0205
 KP0205.The horizontal coordinates were scaled from a topographic map and have
 KP0205.an estimated accuracy of +/- 6 seconds.
 KP0205
 KP0205.The orthometric height was determined by differential leveling
 KP0205.and adjusted by the National Geodetic Survey in June 1991..
 KP0205
 KP0205.The geoid height was determined by GEOID03.
 KP0205
 KP0205.The dynamic height is computed by dividing the NAVD 88
 KP0205.geopotential number by the normal gravity value computed on the
 KP0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0205.degrees latitude (g = 980.6199 gals.).
 KP0205
 KP0205.The modeled gravity was interpolated from observed gravity values.
 KP0205
 KP0205;                    North         East    Units  Estimated Accuracy
 KP0205;SPC NV E     - 8,538,290.      164,720.      MT  (+/- 180 meters Scaled)
 KP0205
 KP0205                          SUPERSEDED SURVEY CONTROL
 KP0205
 KP0205  NGVD 29 (??/??/92) 1813.919  (m)         5951.17   (f) ADJ UNCH    2 0
 KP0205
 KP0205.Superseded values are not recommended for survey control.
 KP0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0205.See file dsdata.txt to determine how the superseded data were derived.
 KP0205
 KP0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND863838(NAD 83)
 KP0205_MARKER: DB = BENCH MARK DISK
 KP0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0205_STAMPING: B-78 1934
 KP0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0205+STABILITY: SURFACE MOTION
 KP0205
 KP0205  HISTORY     - Date     Condition        Report By
 KP0205  HISTORY     - 1934     MONUMENTED       CGS
 KP0205  HISTORY     - 19870610 MARK NOT FOUND   USPSQD
 KP0205
 KP0205                          STATION DESCRIPTION
 KP0205
 KP0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0205'6.4 MI N FROM EUREKA.
 KP0205'6.4 MILES NORTH OF EUREKA POST OFFICE 189 FEET WEST OF ROAD FROM
 KP0205'PALISADE TO EUREKA, 27 FEET EAST OF EUREKA NEVADA RAILROAD TRACK.
 KP0205
 KP0205                          STATION RECOVERY (1987)
 KP0205
 KP0205'RECOVERY NOTE BY US POWER SQUADRON 1987 (CDL)
 KP0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0116 ***********************************************************************
 KQ0116  DESIGNATION -  B 79
 KQ0116  PID         -  KQ0116
 KQ0116  STATE/COUNTY-  NV/LANDER
 KQ0116  USGS QUAD   -  BARTON SPRING (1986)
 KQ0116
 KQ0116                         *CURRENT SURVEY CONTROL
 KQ0116  ___________________________________________________________________
 KQ0116* NAD 83(1986)-  39 30 06.     (N)    116 59 20.     (W)     SCALED    
 KQ0116* NAVD 88     -      1992.531  (meters)    6537.16   (feet)  ADJUSTED  
 KQ0116  ___________________________________________________________________
 KQ0116  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 KQ0116  DYNAMIC HT  -        1990.442 (meters)    6530.31  (feet)  COMP
 KQ0116  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 KQ0116
 KQ0116  VERT ORDER  -  SECOND    CLASS 0
 KQ0116
 KQ0116.The horizontal coordinates were scaled from a topographic map and have
 KQ0116.an estimated accuracy of +/- 6 seconds.
 KQ0116
 KQ0116.The orthometric height was determined by differential leveling
 KQ0116.and adjusted by the National Geodetic Survey in June 1991..
 KQ0116
 KQ0116.The geoid height was determined by GEOID03.
 KQ0116
 KQ0116.The dynamic height is computed by dividing the NAVD 88
 KQ0116.geopotential number by the normal gravity value computed on the
 KQ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0116.degrees latitude (g = 980.6199 gals.).
 KQ0116
 KQ0116.The modeled gravity was interpolated from observed gravity values.
 KQ0116
 KQ0116;                    North         East    Units  Estimated Accuracy
 KQ0116;SPC NV C     - 6,527,340.      472,290.      MT  (+/- 180 meters Scaled)
 KQ0116
 KQ0116                          SUPERSEDED SURVEY CONTROL
 KQ0116
 KQ0116  NGVD 29 (??/??/92) 1991.215  (m)         6532.84   (f) ADJ UNCH    2 0
 KQ0116
 KQ0116.Superseded values are not recommended for survey control.
 KQ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0116.See file dsdata.txt to determine how the superseded data were derived.
 KQ0116
 KQ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND009724(NAD 83)
 KQ0116_MARKER: DB = BENCH MARK DISK
 KQ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0116_STAMPING: B 79 1934
 KQ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0116+STABILITY: SURFACE MOTION
 KQ0116
 KQ0116  HISTORY     - Date     Condition        Report By
 KQ0116  HISTORY     - 1934     MONUMENTED       CGS
 KQ0116  HISTORY     - 1955     GOOD             NGS
 KQ0116
 KQ0116                          STATION DESCRIPTION
 KQ0116
 KQ0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0116'7.3 MI E FROM AUSTIN.
 KQ0116'5.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0116'AT AUSTIN, THENCE 1.9 MILES NORTHEAST ALONG GRASS VALLEY ROAD (FORMER
 KQ0116'STATE HIGHWAY 21), ON THE OUTSIDE OF A CURVE, IN A TRIANGLE FORMED BY
 KQ0116'THE JUNCTION OF A ROAD LEADING EAST, 100 YARDS SOUTHEAST OF A CATTLE
 KQ0116'GUARD ACROSS GRASS VALLEY ROAD, 28 FEET EAST OF THE CENTER LINE OF
 KQ0116'GRASS VALLEY ROAD, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KQ0116'NORTHWEST LEG OF THE TRIANGLE, 2.2 FEET EAST OF A 1-INCH STEEL POST
 KQ0116'SUPPORTING A SIGN READING GRASS VALLEY -- CORTEZ 55 MI.  STRESHLEY,
 KQ0116'ABOUT 1/2 FOOT LOWER THAN GRASS VALLEY ROAD, AND SET IN THE TOP OF A
 KQ0116'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0421 ***********************************************************************
 KR0421  DESIGNATION -  B 8
 KR0421  PID         -  KR0421
 KR0421  STATE/COUNTY-  NV/CHURCHILL
 KR0421  USGS QUAD   -  WHITE PLAINS (1986)
 KR0421
 KR0421                         *CURRENT SURVEY CONTROL
 KR0421  ___________________________________________________________________
 KR0421* NAD 83(1986)-  39 53 08.     (N)    118 45 54.     (W)     SCALED    
 KR0421* NAVD 88     -      1187.42   (+/-2cm)    3895.7    (feet)  VERTCON   
 KR0421  ___________________________________________________________________
 KR0421  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 KR0421
 KR0421  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0421
 KR0421.The horizontal coordinates were scaled from a topographic map and have
 KR0421.an estimated accuracy of +/- 6 seconds.
 KR0421
 KR0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0421.The vertical order pertains to the NGVD 29 superseded value.
 KR0421
 KR0421.The geoid height was determined by GEOID03.
 KR0421
 KR0421;                    North         East    Units  Estimated Accuracy
 KR0421;SPC NV W     - 4,569,920.      784,460.      MT  (+/- 180 meters Scaled)
 KR0421
 KR0421                          SUPERSEDED SURVEY CONTROL
 KR0421
 KR0421  NGVD 29 (??/??/92) 1186.519  (m)         3892.77   (f) ADJ UNCH    1 2
 KR0421
 KR0421.Superseded values are not recommended for survey control.
 KR0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0421.See file dsdata.txt to determine how the superseded data were derived.
 KR0421
 KR0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE490165(NAD 83)
 KR0421_MARKER: DB = BENCH MARK DISK
 KR0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0421_SP_SET: ABUTMENT
 KR0421_STAMPING: 3892.577
 KR0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0421
 KR0421  HISTORY     - Date     Condition        Report By
 KR0421  HISTORY     - UNK      MONUMENTED       CGS
 KR0421  HISTORY     - 1953     GOOD             NGS
 KR0421
 KR0421                          STATION DESCRIPTION
 KR0421
 KR0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0421'5.7 MI N FROM PARRAN.
 KR0421'5.7 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0421'WATER TANK AT PARRAN, 12 1/2 POLES SOUTHWEST OF MILEPOST 318, AT
 KR0421'WOODEN BRIDGE 317.66, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 KR0421'CONCRETE ABUTMENT, 7.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT
 KR0421'2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0450 ***********************************************************************
 MT0450  DESIGNATION -  B 8
 MT0450  PID         -  MT0450
 MT0450  STATE/COUNTY-  NV/ELKO
 MT0450  USGS QUAD   -  HANKS CREEK SW (1967)
 MT0450
 MT0450                         *CURRENT SURVEY CONTROL
 MT0450  ___________________________________________________________________
 MT0450* NAD 83(1986)-  41 15 55.     (N)    115 24 03.     (W)     SCALED    
 MT0450* NAVD 88     -      1875.131  (meters)    6151.99   (feet)  ADJUSTED  
 MT0450  ___________________________________________________________________
 MT0450  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 MT0450  DYNAMIC HT  -        1873.568 (meters)    6146.86  (feet)  COMP
 MT0450  MODELED GRAV-     979,723.2   (mgal)                       NAVD 88
 MT0450
 MT0450  VERT ORDER  -  SECOND    CLASS 0
 MT0450
 MT0450.The horizontal coordinates were scaled from a topographic map and have
 MT0450.an estimated accuracy of +/- 6 seconds.
 MT0450
 MT0450.The orthometric height was determined by differential leveling
 MT0450.and adjusted by the National Geodetic Survey in June 1991..
 MT0450
 MT0450.The geoid height was determined by GEOID03.
 MT0450
 MT0450.The dynamic height is computed by dividing the NAVD 88
 MT0450.geopotential number by the normal gravity value computed on the
 MT0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0450.degrees latitude (g = 980.6199 gals.).
 MT0450
 MT0450.The modeled gravity was interpolated from observed gravity values.
 MT0450
 MT0450;                    North         East    Units  Estimated Accuracy
 MT0450;SPC NV E     - 8,723,120.      215,290.      MT  (+/- 180 meters Scaled)
 MT0450
 MT0450                          SUPERSEDED SURVEY CONTROL
 MT0450
 MT0450  NGVD 29 (??/??/92) 1873.916  (m)         6148.01   (f) ADJ UNCH    2 0
 MT0450
 MT0450.Superseded values are not recommended for survey control.
 MT0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0450.See file dsdata.txt to determine how the superseded data were derived.
 MT0450
 MT0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF339694(NAD 83)
 MT0450_MARKER: DD = SURVEY DISK
 MT0450_SETTING: 80 = SET IN A BOULDER
 MT0450_STAMPING: B-8 1933
 MT0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0450+STABILITY: SURFACE MOTION
 MT0450
 MT0450  HISTORY     - Date     Condition        Report By
 MT0450  HISTORY     - 1933     MONUMENTED       USGS
 MT0450  HISTORY     - 1934     GOOD             NGS
 MT0450  HISTORY     - 1967     POOR             USGS
 MT0450
 MT0450                          STATION DESCRIPTION
 MT0450
 MT0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0450'17.5 MI N FROM DEETH.
 MT0450'17.5 MILES NORTH OF SOUTHERN PACIFIC DEPOT AT DEETH IN TOP OF LARGE
 MT0450'BOULDER, IN CREEK BOTTOM, 10 FEET BELOW LEVEL OF ROAD.  80 FEET
 MT0450'NORTHWEST OF THE CENTERLINE OF ROAD.
 MT0450
 MT0450                          STATION RECOVERY (1967)
 MT0450
 MT0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0450'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0237 ***********************************************************************
 MU0237  DESIGNATION -  B 80
 MU0237  PID         -  MU0237
 MU0237  STATE/COUNTY-  NV/HUMBOLDT
 MU0237  USGS QUAD   -  ANDORNO RANCH (1982)
 MU0237
 MU0237                         *CURRENT SURVEY CONTROL
 MU0237  ___________________________________________________________________
 MU0237* NAD 83(1986)-  41 26 58.     (N)    117 47 45.     (W)     SCALED    
 MU0237* NAVD 88     -      1334.483  (meters)    4378.22   (feet)  ADJUSTED  
 MU0237  ___________________________________________________________________
 MU0237  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 MU0237  DYNAMIC HT  -        1333.539 (meters)    4375.12  (feet)  COMP
 MU0237  MODELED GRAV-     979,869.6   (mgal)                       NAVD 88
 MU0237
 MU0237  VERT ORDER  -  FIRST     CLASS II
 MU0237
 MU0237.The horizontal coordinates were scaled from a topographic map and have
 MU0237.an estimated accuracy of +/- 6 seconds.
 MU0237
 MU0237.The orthometric height was determined by differential leveling
 MU0237.and adjusted by the National Geodetic Survey in June 1991..
 MU0237
 MU0237.The geoid height was determined by GEOID03.
 MU0237
 MU0237.The dynamic height is computed by dividing the NAVD 88
 MU0237.geopotential number by the normal gravity value computed on the
 MU0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0237.degrees latitude (g = 980.6199 gals.).
 MU0237
 MU0237.The modeled gravity was interpolated from observed gravity values.
 MU0237
 MU0237;                    North         East    Units  Estimated Accuracy
 MU0237;SPC NV W     - 4,743,850.      865,800.      MT  (+/- 180 meters Scaled)
 MU0237
 MU0237                          SUPERSEDED SURVEY CONTROL
 MU0237
 MU0237.No superseded survey control is available for this station.
 MU0237
 MU0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF335889(NAD 83)
 MU0237_MARKER: DB = BENCH MARK DISK
 MU0237_SETTING: 80 = SET IN A BOULDER
 MU0237_STAMPING: B 80. 1934
 MU0237_MARK LOGO: CGS   
 MU0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0237+STABILITY: SURFACE MOTION
 MU0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0237+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1995
 MU0237
 MU0237  HISTORY     - Date     Condition        Report By
 MU0237  HISTORY     - 1934     MONUMENTED       CGS
 MU0237  HISTORY     - 1984     GOOD             NGS
 MU0237  HISTORY     - 19950603 GOOD             NGS
 MU0237
 MU0237                          STATION DESCRIPTION
 MU0237
 MU0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0237'8.4 MI S FROM OROVADA.
 MU0237'8.4 MILES SOUTH OF POST OFFICE AT OROVADA 1/4 MILE S OF RANCH HOUSE ON
 MU0237'STATE HIGHWAY 8. 68 FEET W OF CENTER LINE IN LARGE BOULDER.
 MU0237
 MU0237                          STATION RECOVERY (1984)
 MU0237
 MU0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0237'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  51.26 KM
 MU0237'(31.86 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0237'WINNEMUCCA, THENCE 5.76 KM (3.58 MI) NORTH ALONG THE OLD HIGHWAY
 MU0237'GRADE, IN TOP OF A 4 BY 5 FOOT FLAT TOPPED BOULDER ON THE NORTH BANK
 MU0237'OF A SMALL WASH, 0.22 KM (0.13 MI) SOUTH OF A TELEPHONE LINE CROSSING,
 MU0237'20.7 METERS (68 FT) WEST OF THE CENTER OF THE OLD HIGHWAY.
 MU0237'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 MU0237'THE MARK IS 0.5 M BELOW THE OLD HIGHWAY.
 MU0237
 MU0237                          STATION RECOVERY (1995)
 MU0237
 MU0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DW)
 MU0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0178 ***********************************************************************
 LR0178  DESIGNATION -  B 82
 LR0178  PID         -  LR0178
 LR0178  STATE/COUNTY-  NV/LANDER
 LR0178  USGS QUAD   -  EAST OF TENABO (1985)
 LR0178
 LR0178                         *CURRENT SURVEY CONTROL
 LR0178  ___________________________________________________________________
 LR0178* NAD 83(1986)-  40 18 11.     (N)    116 36 13.     (W)     SCALED    
 LR0178* NAVD 88     -      1462.476  (meters)    4798.14   (feet)  ADJUSTED  
 LR0178  ___________________________________________________________________
 LR0178  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 LR0178  DYNAMIC HT  -        1461.210 (meters)    4793.99  (feet)  COMP
 LR0178  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 LR0178
 LR0178  VERT ORDER  -  SECOND    CLASS 0
 LR0178
 LR0178.The horizontal coordinates were scaled from a topographic map and have
 LR0178.an estimated accuracy of +/- 6 seconds.
 LR0178
 LR0178.The orthometric height was determined by differential leveling
 LR0178.and adjusted by the National Geodetic Survey in June 1991..
 LR0178
 LR0178.The geoid height was determined by GEOID03.
 LR0178
 LR0178.The dynamic height is computed by dividing the NAVD 88
 LR0178.geopotential number by the normal gravity value computed on the
 LR0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0178.degrees latitude (g = 980.6199 gals.).
 LR0178
 LR0178.The modeled gravity was interpolated from observed gravity values.
 LR0178
 LR0178;                    North         East    Units  Estimated Accuracy
 LR0178;SPC NV C     - 6,616,260.      505,360.      MT  (+/- 180 meters Scaled)
 LR0178
 LR0178                          SUPERSEDED SURVEY CONTROL
 LR0178
 LR0178  NGVD 29 (??/??/92) 1461.342  (m)         4794.42   (f) ADJ UNCH    2 0
 LR0178
 LR0178.Superseded values are not recommended for survey control.
 LR0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0178.See file dsdata.txt to determine how the superseded data were derived.
 LR0178
 LR0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE336614(NAD 83)
 LR0178_MARKER: DB = BENCH MARK DISK
 LR0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0178_STAMPING: B-82 1934
 LR0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0178+STABILITY: SURFACE MOTION
 LR0178
 LR0178  HISTORY     - Date     Condition        Report By
 LR0178  HISTORY     - 1934     MONUMENTED       CGS
 LR0178  HISTORY     - 1983     MARK NOT FOUND   USGS
 LR0178
 LR0178                          STATION DESCRIPTION
 LR0178
 LR0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0178'12.6 MI NW FROM CORTEZ.
 LR0178'12.6 MILES NORTHWEST OF CORTEZ POST OFFICE 120 FEET SOUTHWEST OF FORK
 LR0178'OF ROAD TO DEAN RANCH, ON NORTH SIDE OF BRIDGE.  54 FEET SOUTH OF
 LR0178'CENTER LINE OF ROAD TO RALEIGH.  42 FEET WEST OF CENTER LINE OF ROAD
 LR0178'FROM CORTEZ TO BEOWAVE.
 LR0178
 LR0178                          STATION RECOVERY (1983)
 LR0178
 LR0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0333 ***********************************************************************
 GS0333  DESIGNATION -  B 86
 GS0333  PID         -  GS0333
 GS0333  STATE/COUNTY-  NV/NYE
 GS0333  USGS QUAD   -  CARRARA CANYON (1987)
 GS0333
 GS0333                         *CURRENT SURVEY CONTROL
 GS0333  ___________________________________________________________________
 GS0333* NAD 83(1994)-  36 49 41.54970(N)    116 44 44.93940(W)     ADJUSTED  
 GS0333* NAVD 88     -       915.537  (meters)    3003.72   (feet)  ADJUSTED  
 GS0333  ___________________________________________________________________
 GS0333  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 GS0333  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 GS0333  DYNAMIC HT  -         914.607 (meters)    3000.67  (feet)  COMP
 GS0333  MODELED GRAV-     979,584.7   (mgal)                       NAVD 88
 GS0333
 GS0333  HORZ ORDER  -  SECOND
 GS0333  VERT ORDER  -  FIRST     CLASS II
 GS0333
 GS0333.The horizontal coordinates were established by classical geodetic methods
 GS0333.and adjusted by the National Geodetic Survey in June 1998..
 GS0333
 GS0333.The orthometric height was determined by differential leveling
 GS0333.and adjusted by the National Geodetic Survey in June 1991..
 GS0333
 GS0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0333
 GS0333.The geoid height was determined by GEOID03.
 GS0333
 GS0333.The dynamic height is computed by dividing the NAVD 88
 GS0333.geopotential number by the normal gravity value computed on the
 GS0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0333.degrees latitude (g = 980.6199 gals.).
 GS0333
 GS0333.The modeled gravity was interpolated from observed gravity values.
 GS0333
 GS0333;                    North         East     Units Scale Factor Converg.
 GS0333;SPC NV C     - 6,230,567.743   492,939.628   MT  0.99990061   -0 02 50.8
 GS0333;SPC NV C     -20,441,454.34  1,617,252.76   sFT  0.99990061   -0 02 50.8
 GS0333;SPC CA 4     -   668,234.191 2,201,070.016   MT  0.99994698   +1 20 41.3
 GS0333;SPC CA 4     - 2,192,365.01  7,221,343.88   sFT  0.99994698   +1 20 41.3
 GS0333;UTM  11      - 4,075,845.368   522,667.048   MT  0.99960633   +0 09 08.5
 GS0333
 GS0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0333!SPC NV C     -   0.99986067  x   0.99990061  =   0.99976129
 GS0333!SPC CA 4     -   0.99986067  x   0.99994698  =   0.99980765
 GS0333!UTM  11      -   0.99986067  x   0.99960633  =   0.99946705
 GS0333
 GS0333                          SUPERSEDED SURVEY CONTROL
 GS0333
 GS0333  NAD 83(1992)-  36 49 41.54964(N)    116 44 44.93933(W) AD(1991.35) 2
 GS0333  NAD 83(1992)-  36 49 41.53872(N)    116 44 44.93979(W) AD(       ) 2
 GS0333  NAD 83(1986)-  36 49 41.53652(N)    116 44 44.94226(W) AD(       ) 2
 GS0333  NAD 27      -  36 49 41.71600(N)    116 44 41.74200(W) AD(       ) 2
 GS0333  NGVD 29 (??/??/??)  914.681  (m)         3000.92   (f) ADJUSTED    1 2
 GS0333
 GS0333.Superseded values are not recommended for survey control.
 GS0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0333.See file dsdata.txt to determine how the superseded data were derived.
 GS0333
 GS0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA2266775845(NAD 83)
 GS0333_MARKER: P = PIPE CAP
 GS0333_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0333_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0333_STAMPING: 3000.916 B 86 1907
 GS0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0333
 GS0333  HISTORY     - Date     Condition        Report By
 GS0333  HISTORY     - 1949     MONUMENTED       CGS
 GS0333  HISTORY     - 1952     GOOD             NGS
 GS0333  HISTORY     - 1983     MARK NOT FOUND   NGS
 GS0333
 GS0333                          STATION DESCRIPTION
 GS0333
 GS0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GS0333'SEE STATION PAYET
 GS0333
 GS0333                          STATION RECOVERY (1952)
 GS0333
 GS0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GS0333'5.7 MI SE FROM BEATTY.
 GS0333'5.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 GS0333'AT BEATTY, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GS0333'2 FEET NORTHWEST OF A WITNESS POST, RIVETED ON THE TOP OF A 3
 GS0333'INCH IRON PIPE WHICH PROJECTS 1.5 FEET ABOVE THE GROUND.
 GS0333
 GS0333                          STATION RECOVERY (1983)
 GS0333
 GS0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0333'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0361 ***********************************************************************
 LR0361  DESIGNATION -  B 87
 LR0361  PID         -  LR0361
 LR0361  STATE/COUNTY-  NV/HUMBOLDT
 LR0361  USGS QUAD   -  VALMY (1981)
 LR0361
 LR0361                         *CURRENT SURVEY CONTROL
 LR0361  ___________________________________________________________________
 LR0361* NAD 83(1986)-  40 51 43.     (N)    117 13 41.     (W)     SCALED    
 LR0361* NAVD 88     -      1345.205  (meters)    4413.39   (feet)  ADJUSTED  
 LR0361  ___________________________________________________________________
 LR0361  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 LR0361  DYNAMIC HT  -        1344.173 (meters)    4410.01  (feet)  COMP
 LR0361  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 LR0361
 LR0361  VERT ORDER  -  FIRST     CLASS II
 LR0361
 LR0361.The horizontal coordinates were scaled from a topographic map and have
 LR0361.an estimated accuracy of +/- 6 seconds.
 LR0361
 LR0361.The orthometric height was determined by differential leveling
 LR0361.and adjusted by the National Geodetic Survey in June 1991..
 LR0361
 LR0361.The geoid height was determined by GEOID03.
 LR0361
 LR0361.The dynamic height is computed by dividing the NAVD 88
 LR0361.geopotential number by the normal gravity value computed on the
 LR0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0361.degrees latitude (g = 980.6199 gals.).
 LR0361
 LR0361.The modeled gravity was interpolated from observed gravity values.
 LR0361
 LR0361;                    North         East    Units  Estimated Accuracy
 LR0361;SPC NV W     - 4,679,200.      914,250.      MT  (+/- 180 meters Scaled)
 LR0361
 LR0361                          SUPERSEDED SURVEY CONTROL
 LR0361
 LR0361  NGVD 29 (??/??/92) 1344.176  (m)         4410.02   (f) ADJ UNCH    1 2
 LR0361
 LR0361.Superseded values are not recommended for survey control.
 LR0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0361.See file dsdata.txt to determine how the superseded data were derived.
 LR0361
 LR0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF807234(NAD 83)
 LR0361_MARKER: DB = BENCH MARK DISK
 LR0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0361_STAMPING: B 87 1958
 LR0361_MARK LOGO: CGS   
 LR0361_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0361+STABILITY: SURFACE MOTION
 LR0361
 LR0361  HISTORY     - Date     Condition        Report By
 LR0361  HISTORY     - 1958     MONUMENTED       CGS
 LR0361  HISTORY     - 1984     GOOD             NGS
 LR0361
 LR0361                          STATION DESCRIPTION
 LR0361
 LR0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0361'7.25 MI NW FROM VALMY.
 LR0361'7.25 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LR0361'VALMY, 182.0 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 4.5 FEET
 LR0361'SOUTHEAST OF A METAL WITNESS POST, SET IN A ROUND CONCRETE POST
 LR0361'PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 LR0361
 LR0361                          STATION RECOVERY (1984)
 LR0361
 LR0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0361'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.8 KM
 LR0361'(7.35 MI) NORTHWEST ALONG INTERSTATE 80 FROM THE HIGHWAY OVERPASS
 LR0361'BRIDGE AT VALMY, 0.4 KM (0.25 MI) NORTHWEST OF MILEPOST 210,
 LR0361'57.1 METERS (187.5 FT) SOUTHWEST OF THE EAST BOUND HIGHWAY CENTERLINE,
 LR0361'3.6 METERS (12.0 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 LR0361'THE MARK IS 1.3 METERS  SE FROM A WITNESS POST.
 LR0361'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0329 ***********************************************************************
 GS0329  DESIGNATION -  B 87
 GS0329  PID         -  GS0329
 GS0329  STATE/COUNTY-  NV/NYE
 GS0329  USGS QUAD   -  CARRARA CANYON (1987)
 GS0329
 GS0329                         *CURRENT SURVEY CONTROL
 GS0329  ___________________________________________________________________
 GS0329* NAD 83(1986)-  36 47 41.     (N)    116 42 40.     (W)     SCALED    
 GS0329* NAVD 88     -       873.650  (meters)    2866.30   (feet)  ADJUSTED  
 GS0329  ___________________________________________________________________
 GS0329  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 GS0329  DYNAMIC HT  -         872.769 (meters)    2863.41  (feet)  COMP
 GS0329  MODELED GRAV-     979,594.7   (mgal)                       NAVD 88
 GS0329
 GS0329  VERT ORDER  -  FIRST     CLASS II
 GS0329
 GS0329.The horizontal coordinates were scaled from a topographic map and have
 GS0329.an estimated accuracy of +/- 6 seconds.
 GS0329
 GS0329.The orthometric height was determined by differential leveling
 GS0329.and adjusted by the National Geodetic Survey in June 1991..
 GS0329
 GS0329.The geoid height was determined by GEOID03.
 GS0329
 GS0329.The dynamic height is computed by dividing the NAVD 88
 GS0329.geopotential number by the normal gravity value computed on the
 GS0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0329.degrees latitude (g = 980.6199 gals.).
 GS0329
 GS0329.The modeled gravity was interpolated from observed gravity values.
 GS0329
 GS0329;                    North         East    Units  Estimated Accuracy
 GS0329;SPC NV C     - 6,226,850.      496,030.      MT  (+/- 180 meters Scaled)
 GS0329
 GS0329                          SUPERSEDED SURVEY CONTROL
 GS0329
 GS0329  NGVD 29 (??/??/??)  872.808  (m)         2863.54   (f) ADJUSTED    1 2
 GS0329
 GS0329.Superseded values are not recommended for survey control.
 GS0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0329.See file dsdata.txt to determine how the superseded data were derived.
 GS0329
 GS0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA257721(NAD 83)
 GS0329_MARKER: P = PIPE CAP
 GS0329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0329_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0329_STAMPING: 2863.538 B 87 1907
 GS0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0329
 GS0329  HISTORY     - Date     Condition        Report By
 GS0329  HISTORY     - 1907     MONUMENTED       USGS
 GS0329  HISTORY     - 1952     GOOD             NGS
 GS0329  HISTORY     - 1983     MARK NOT FOUND   NGS
 GS0329
 GS0329                          STATION DESCRIPTION
 GS0329
 GS0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GS0329'8.6 MI SE FROM BEATTY.
 GS0329'8.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 GS0329'AT BEATTY, 47 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GS0329'2 FEET NORTHEAST OF A WITNESS POST, RIVETED ON THE TOP OF A 3
 GS0329'INCH PIPE WHICH PROJECTS 1.5 FEET ABOVE THE GROUND.
 GS0329
 GS0329                          STATION RECOVERY (1983)
 GS0329
 GS0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0329'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0060 ***********************************************************************
 LR0060  DESIGNATION -  B 88
 LR0060  PID         -  LR0060
 LR0060  STATE/COUNTY-  NV/ELKO
 LR0060  USGS QUAD   -  CARLIN WEST (1985)
 LR0060
 LR0060                         *CURRENT SURVEY CONTROL
 LR0060  ___________________________________________________________________
 LR0060* NAD 83(1986)-  40 42 37.     (N)    116 09 23.     (W)     SCALED    
 LR0060* NAVD 88     -      1534.541  (meters)    5034.57   (feet)  ADJUSTED  
 LR0060  ___________________________________________________________________
 LR0060  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 LR0060  DYNAMIC HT  -        1533.293 (meters)    5030.48  (feet)  COMP
 LR0060  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 LR0060
 LR0060  VERT ORDER  -  SECOND    CLASS 0
 LR0060
 LR0060.The horizontal coordinates were scaled from a topographic map and have
 LR0060.an estimated accuracy of +/- 6 seconds.
 LR0060
 LR0060.The orthometric height was determined by differential leveling
 LR0060.and adjusted by the National Geodetic Survey in June 1991..
 LR0060
 LR0060.The geoid height was determined by GEOID03.
 LR0060
 LR0060.The dynamic height is computed by dividing the NAVD 88
 LR0060.geopotential number by the normal gravity value computed on the
 LR0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0060.degrees latitude (g = 980.6199 gals.).
 LR0060
 LR0060.The modeled gravity was interpolated from observed gravity values.
 LR0060
 LR0060;                    North         East    Units  Estimated Accuracy
 LR0060;SPC NV E     - 8,661,630.      151,580.      MT  (+/- 180 meters Scaled)
 LR0060
 LR0060                          SUPERSEDED SURVEY CONTROL
 LR0060
 LR0060  NGVD 29 (??/??/92) 1533.456  (m)         5031.01   (f) ADJ UNCH    2 0
 LR0060
 LR0060.Superseded values are not recommended for survey control.
 LR0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0060.See file dsdata.txt to determine how the superseded data were derived.
 LR0060
 LR0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF712069(NAD 83)
 LR0060_MARKER: DB = BENCH MARK DISK
 LR0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0060_STAMPING: B 88 1958
 LR0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0060+STABILITY: SURFACE MOTION
 LR0060
 LR0060  HISTORY     - Date     Condition        Report By
 LR0060  HISTORY     - 1958     MONUMENTED       CGS
 LR0060  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0060
 LR0060                          STATION DESCRIPTION
 LR0060
 LR0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0060'2.8 MI SW FROM CARLIN.
 LR0060'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF 10TH
 LR0060'STREET AT CARLIN, 0.1 MILE NORTHEAST OF ELKO-EUREKA COUNTY LINE, 77.0
 LR0060'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 22.7 FEET NORTHWEST OF
 LR0060'RIGHT OF WAY FENCE, 4.2 FEET NORTHWEST OF IRON WITNESS POST.  SET IN
 LR0060'THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND
 LR0060'SURFACE AND ABOUT 4 FEET ABOVE THE HIGHWAY.
 LR0060
 LR0060                          STATION RECOVERY (1984)
 LR0060
 LR0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0060'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0325 ***********************************************************************
 GS0325  DESIGNATION -  B 88
 GS0325  PID         -  GS0325
 GS0325  STATE/COUNTY-  NV/NYE
 GS0325  USGS QUAD   -  CARRARA CANYON (1987)
 GS0325
 GS0325                         *CURRENT SURVEY CONTROL
 GS0325  ___________________________________________________________________
 GS0325* NAD 83(1986)-  36 45 48.     (N)    116 40 27.     (W)     SCALED    
 GS0325* NAVD 88     -       840.004  (meters)    2755.91   (feet)  POSTED    
 GS0325  ___________________________________________________________________
 GS0325  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 GS0325  DYNAMIC HT  -         839.170 (meters)    2753.18  (feet)  COMP
 GS0325  MODELED GRAV-     979,606.4   (mgal)                       NAVD 88
 GS0325
 GS0325  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GS0325
 GS0325.The horizontal coordinates were scaled from a topographic map and have
 GS0325.an estimated accuracy of +/- 6 seconds.
 GS0325
 GS0325.The orthometric height was determined by differential leveling
 GS0325.and adjusted by the National Geodetic Survey in 1992..
 GS0325.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GS0325.rate of 0.0 thru 1.0 mm/km.
 GS0325
 GS0325.The geoid height was determined by GEOID03.
 GS0325
 GS0325.The dynamic height is computed by dividing the NAVD 88
 GS0325.geopotential number by the normal gravity value computed on the
 GS0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0325.degrees latitude (g = 980.6199 gals.).
 GS0325
 GS0325.The modeled gravity was interpolated from observed gravity values.
 GS0325
 GS0325;                    North         East    Units  Estimated Accuracy
 GS0325;SPC NV C     - 6,223,370.      499,330.      MT  (+/- 180 meters Scaled)
 GS0325
 GS0325                          SUPERSEDED SURVEY CONTROL
 GS0325
 GS0325  NGVD 29 (??/??/??)  839.182  (m)         2753.22   (f) ADJUSTED    1 2
 GS0325
 GS0325.Superseded values are not recommended for survey control.
 GS0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0325.See file dsdata.txt to determine how the superseded data were derived.
 GS0325
 GS0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA290686(NAD 83)
 GS0325_MARKER: P = PIPE CAP
 GS0325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0325_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0325_STAMPING: 2753.216 B 88 1907
 GS0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0325
 GS0325  HISTORY     - Date     Condition        Report By
 GS0325  HISTORY     - 1907     MONUMENTED       USGS
 GS0325  HISTORY     - 1934     GOOD             NGS
 GS0325  HISTORY     - 1983     MARK NOT FOUND   NGS
 GS0325
 GS0325                          STATION DESCRIPTION
 GS0325
 GS0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GS0325'11.6 MI SE FROM BEATTY.
 GS0325'11.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 GS0325'AT BEATTY, NYE COUNTY, AND 42 FEET WEST OF THE CENTERLINE OF
 GS0325'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 GS0325'STAMPED 2753.216 B 88 1907 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GS0325'IRON PIPE PROJECTING 1.2 FEET ABOVE GROUND.
 GS0325
 GS0325                          STATION RECOVERY (1983)
 GS0325
 GS0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0325'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0061 ***********************************************************************
 LR0061  DESIGNATION -  B 88 RESET
 LR0061  PID         -  LR0061
 LR0061  STATE/COUNTY-  NV/ELKO
 LR0061  USGS QUAD   -  CARLIN WEST (1985)
 LR0061
 LR0061                         *CURRENT SURVEY CONTROL
 LR0061  ___________________________________________________________________
 LR0061* NAD 83(1986)-  40 42 37.     (N)    116 09 24.     (W)     SCALED    
 LR0061* NAVD 88     -      1535.16   (meters)    5036.6    (feet)  RESET     
 LR0061  ___________________________________________________________________
 LR0061  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 LR0061
 LR0061  VERT ORDER  -  THIRD
 LR0061
 LR0061.The horizontal coordinates were scaled from a topographic map and have
 LR0061.an estimated accuracy of +/- 6 seconds.
 LR0061
 LR0061.The orthometric height was computed from unverified reset data.
 LR0061
 LR0061.The geoid height was determined by GEOID03.
 LR0061
 LR0061;                    North         East    Units  Estimated Accuracy
 LR0061;SPC NV E     - 8,661,630.      151,560.      MT  (+/- 180 meters Scaled)
 LR0061
 LR0061                          SUPERSEDED SURVEY CONTROL
 LR0061
 LR0061.No superseded survey control is available for this station.
 LR0061
 LR0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF712069(NAD 83)
 LR0061_MARKER: DD = SURVEY DISK
 LR0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0061_STAMPING: B 88 RESET 1966
 LR0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0061+STABILITY: SURFACE MOTION
 LR0061
 LR0061  HISTORY     - Date     Condition        Report By
 LR0061  HISTORY     - 1966     MONUMENTED       NVDH
 LR0061  HISTORY     - 1968     GOOD             NVDH
 LR0061  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0061
 LR0061                          STATION DESCRIPTION
 LR0061
 LR0061'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1968
 LR0061'2.8 MI SW FROM CARLIN.
 LR0061'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF 10TH
 LR0061'STREET AT CARLIN, 0.1 MILE NORTHEAST OF THE ELKO-EUREKA COUNTY LINE,
 LR0061'86 FEET NORTHWEST OF HIGHWAY STATION OW 16+75 INTERSTATE HIGHWAY 80, 2
 LR0061'FEET SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 LR0061'POST FLUSH WITH THE GROUND.
 LR0061
 LR0061                          STATION RECOVERY (1984)
 LR0061
 LR0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0061'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0283 ***********************************************************************
 GS0283  DESIGNATION -  B 89
 GS0283  PID         -  GS0283
 GS0283  STATE/COUNTY-  NV/NYE
 GS0283  USGS QUAD   -  ASHTON (1987)
 GS0283
 GS0283                         *CURRENT SURVEY CONTROL
 GS0283  ___________________________________________________________________
 GS0283* NAD 83(1986)-  36 44 00.     (N)    116 38 07.     (W)     SCALED    
 GS0283* NAVD 88     -       812.402  (meters)    2665.36   (feet)  POSTED    
 GS0283  ___________________________________________________________________
 GS0283  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GS0283  DYNAMIC HT  -         811.580 (meters)    2662.66  (feet)  COMP
 GS0283  MODELED GRAV-     979,598.7   (mgal)                       NAVD 88
 GS0283
 GS0283  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GS0283
 GS0283.The horizontal coordinates were scaled from a topographic map and have
 GS0283.an estimated accuracy of +/- 6 seconds.
 GS0283
 GS0283.The orthometric height was determined by differential leveling
 GS0283.and adjusted by the National Geodetic Survey in 1992..
 GS0283.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GS0283.rate of 0.0 thru 1.0 mm/km.
 GS0283
 GS0283.The geoid height was determined by GEOID03.
 GS0283
 GS0283.The dynamic height is computed by dividing the NAVD 88
 GS0283.geopotential number by the normal gravity value computed on the
 GS0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0283.degrees latitude (g = 980.6199 gals.).
 GS0283
 GS0283.The modeled gravity was interpolated from observed gravity values.
 GS0283
 GS0283;                    North         East    Units  Estimated Accuracy
 GS0283;SPC NV C     - 6,220,040.      502,800.      MT  (+/- 180 meters Scaled)
 GS0283
 GS0283                          SUPERSEDED SURVEY CONTROL
 GS0283
 GS0283  NGVD 29 (??/??/??)  811.582  (m)         2662.67   (f) ADJUSTED    1 2
 GS0283
 GS0283.Superseded values are not recommended for survey control.
 GS0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0283.See file dsdata.txt to determine how the superseded data were derived.
 GS0283
 GS0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA325653(NAD 83)
 GS0283_MARKER: P = PIPE CAP
 GS0283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0283_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0283_STAMPING: 2662.665 B 89 1907
 GS0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0283
 GS0283  HISTORY     - Date     Condition        Report By
 GS0283  HISTORY     - 1907     MONUMENTED       USGS
 GS0283  HISTORY     - 1934     GOOD             NGS
 GS0283  HISTORY     - 1983     MARK NOT FOUND   NGS
 GS0283
 GS0283                          STATION DESCRIPTION
 GS0283
 GS0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GS0283'14.6 MI SE FROM BEATTY.
 GS0283'14.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 GS0283'AT BEATTY, NYE COUNTY, AND 40 FEET WEST OF THE CENTERLINE OF
 GS0283'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 GS0283'STAMPED 2662.665 B 89 1907 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GS0283'IRON PIPE PROJECTING 1.8 FEET ABOVE GROUND.
 GS0283
 GS0283                          STATION RECOVERY (1983)
 GS0283
 GS0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0283'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0452 ***********************************************************************
 MT0452  DESIGNATION -  B 9
 MT0452  PID         -  MT0452
 MT0452  STATE/COUNTY-  NV/ELKO
 MT0452  USGS QUAD   -  HANKS CREEK SW (1967)
 MT0452
 MT0452                         *CURRENT SURVEY CONTROL
 MT0452  ___________________________________________________________________
 MT0452* NAD 83(1986)-  41 17 31.     (N)    115 22 44.     (W)     SCALED    
 MT0452* NAVD 88     -      1978.411  (meters)    6490.84   (feet)  ADJUSTED  
 MT0452  ___________________________________________________________________
 MT0452  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 MT0452  DYNAMIC HT  -        1976.737 (meters)    6485.34  (feet)  COMP
 MT0452  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 MT0452
 MT0452  VERT ORDER  -  SECOND    CLASS 0
 MT0452
 MT0452.The horizontal coordinates were scaled from a topographic map and have
 MT0452.an estimated accuracy of +/- 6 seconds.
 MT0452
 MT0452.The orthometric height was determined by differential leveling
 MT0452.and adjusted by the National Geodetic Survey in June 1991..
 MT0452
 MT0452.The geoid height was determined by GEOID03.
 MT0452
 MT0452.The dynamic height is computed by dividing the NAVD 88
 MT0452.geopotential number by the normal gravity value computed on the
 MT0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0452.degrees latitude (g = 980.6199 gals.).
 MT0452
 MT0452.The modeled gravity was interpolated from observed gravity values.
 MT0452
 MT0452;                    North         East    Units  Estimated Accuracy
 MT0452;SPC NV E     - 8,726,090.      217,120.      MT  (+/- 180 meters Scaled)
 MT0452
 MT0452                          SUPERSEDED SURVEY CONTROL
 MT0452
 MT0452  NGVD 29 (??/??/92) 1977.170  (m)         6486.77   (f) ADJ UNCH    2 0
 MT0452
 MT0452.Superseded values are not recommended for survey control.
 MT0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0452.See file dsdata.txt to determine how the superseded data were derived.
 MT0452
 MT0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF357724(NAD 83)
 MT0452_MARKER: DD = SURVEY DISK
 MT0452_SETTING: 80 = SET IN A BOULDER
 MT0452_STAMPING: B-9 1933
 MT0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0452+STABILITY: SURFACE MOTION
 MT0452
 MT0452  HISTORY     - Date     Condition        Report By
 MT0452  HISTORY     - 1933     MONUMENTED       USGS
 MT0452  HISTORY     - 1934     GOOD             NGS
 MT0452
 MT0452                          STATION DESCRIPTION
 MT0452
 MT0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0452'19.5 MI N FROM DEETH.
 MT0452'19.5 MILES NORTH OF SOUTHERN PACIFIC DEPOT AT DEETH 50 FEET NORTH OF
 MT0452'JUNCTION OF MAIN ROAD AND SIDE ROAD TO THE NORTHWEST.  IN TOP OF LARGE
 MT0452'BOULDER, 4 FEET ABOVE LEVEL OF ROAD.  34 FEET EAST OF THE CENTERLINE
 MT0452'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0284 ***********************************************************************
 GS0284  DESIGNATION -  B 90
 GS0284  PID         -  GS0284
 GS0284  STATE/COUNTY-  NV/NYE
 GS0284  USGS QUAD   -  BIG DUNE (1986)
 GS0284
 GS0284                         *CURRENT SURVEY CONTROL
 GS0284  ___________________________________________________________________
 GS0284* NAD 83(1986)-  36 42 27.     (N)    116 35 37.     (W)     SCALED    
 GS0284* NAVD 88     -       785.373  (meters)    2576.68   (feet)  POSTED    
 GS0284  ___________________________________________________________________
 GS0284  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GS0284  DYNAMIC HT  -         784.580 (meters)    2574.08  (feet)  COMP
 GS0284  MODELED GRAV-     979,601.0   (mgal)                       NAVD 88
 GS0284
 GS0284  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GS0284
 GS0284.The horizontal coordinates were scaled from a topographic map and have
 GS0284.an estimated accuracy of +/- 6 seconds.
 GS0284
 GS0284.The orthometric height was determined by differential leveling
 GS0284.and adjusted by the National Geodetic Survey in 1992..
 GS0284.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GS0284.rate of 0.0 thru 1.0 mm/km.
 GS0284
 GS0284.The geoid height was determined by GEOID03.
 GS0284
 GS0284.The dynamic height is computed by dividing the NAVD 88
 GS0284.geopotential number by the normal gravity value computed on the
 GS0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0284.degrees latitude (g = 980.6199 gals.).
 GS0284
 GS0284.The modeled gravity was interpolated from observed gravity values.
 GS0284
 GS0284;                    North         East    Units  Estimated Accuracy
 GS0284;SPC NV C     - 6,217,170.      506,530.      MT  (+/- 180 meters Scaled)
 GS0284
 GS0284                          SUPERSEDED SURVEY CONTROL
 GS0284
 GS0284  NGVD 29 (??/??/??)  784.565  (m)         2574.03   (f) ADJUSTED    1 2
 GS0284
 GS0284.Superseded values are not recommended for survey control.
 GS0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0284.See file dsdata.txt to determine how the superseded data were derived.
 GS0284
 GS0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA362625(NAD 83)
 GS0284_MARKER: P = PIPE CAP
 GS0284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0284_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0284_STAMPING: 2574.027 B 90 1907
 GS0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0284
 GS0284  HISTORY     - Date     Condition        Report By
 GS0284  HISTORY     - 1907     MONUMENTED       USGS
 GS0284  HISTORY     - 1934     GOOD             NGS
 GS0284  HISTORY     - 1983     MARK NOT FOUND   NGS
 GS0284
 GS0284                          STATION DESCRIPTION
 GS0284
 GS0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GS0284'17.6 MI SE FROM BEATTY.
 GS0284'17.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 GS0284'AT BEATTY, NYE COUNTY, AND 40 FEET WEST OF THE CENTERLINE OF THE
 GS0284'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 GS0284'STAMPED 2574.027 B 90 1907 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GS0284'IRON PIPE PROJECTING 1.2 FEET ABOVE GROUND.
 GS0284
 GS0284                          STATION RECOVERY (1983)
 GS0284
 GS0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0284'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0286 ***********************************************************************
 GS0286  DESIGNATION -  B 91
 GS0286  PID         -  GS0286
 GS0286  STATE/COUNTY-  NV/NYE
 GS0286  USGS QUAD   -  BIG DUNE (1986)
 GS0286
 GS0286                         *CURRENT SURVEY CONTROL
 GS0286  ___________________________________________________________________
 GS0286* NAD 83(1986)-  36 40 58.     (N)    116 32 53.     (W)     SCALED    
 GS0286* NAVD 88     -       788.819  (meters)    2587.98   (feet)  ADJUSTED  
 GS0286  ___________________________________________________________________
 GS0286  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GS0286  DYNAMIC HT  -         788.021 (meters)    2585.37  (feet)  COMP
 GS0286  MODELED GRAV-     979,594.3   (mgal)                       NAVD 88
 GS0286
 GS0286  VERT ORDER  -  FIRST     CLASS II
 GS0286
 GS0286.The horizontal coordinates were scaled from a topographic map and have
 GS0286.an estimated accuracy of +/- 6 seconds.
 GS0286
 GS0286.The orthometric height was determined by differential leveling
 GS0286.and adjusted by the National Geodetic Survey in June 1991..
 GS0286
 GS0286.The geoid height was determined by GEOID03.
 GS0286
 GS0286.The dynamic height is computed by dividing the NAVD 88
 GS0286.geopotential number by the normal gravity value computed on the
 GS0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0286.degrees latitude (g = 980.6199 gals.).
 GS0286
 GS0286.The modeled gravity was interpolated from observed gravity values.
 GS0286
 GS0286;                    North         East    Units  Estimated Accuracy
 GS0286;SPC NV C     - 6,214,430.      510,600.      MT  (+/- 180 meters Scaled)
 GS0286
 GS0286                          SUPERSEDED SURVEY CONTROL
 GS0286
 GS0286  NGVD 29 (05/01/91)  788.012  (m)         2585.34   (f) ADJUSTED    1 2
 GS0286
 GS0286.Superseded values are not recommended for survey control.
 GS0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0286.See file dsdata.txt to determine how the superseded data were derived.
 GS0286
 GS0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA403597(NAD 83)
 GS0286_MARKER: P = PIPE CAP
 GS0286_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0286_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0286_STAMPING: 2585.336 B 91 1907
 GS0286_MARK LOGO: USGS  
 GS0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0286
 GS0286  HISTORY     - Date     Condition        Report By
 GS0286  HISTORY     - 1907     MONUMENTED       USGS
 GS0286  HISTORY     - 1934     GOOD             NGS
 GS0286  HISTORY     - 1983     GOOD             NGS
 GS0286
 GS0286                          STATION DESCRIPTION
 GS0286
 GS0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GS0286'20.7 MI SE FROM BEATTY.
 GS0286'20.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 GS0286'AT BEATTY, NYE COUNTY, AND 40 FEET WEST OF THE CENTERLINE OF
 GS0286'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 GS0286'STAMPED 2585.336 B 91 1907 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GS0286'IRON PIPE PROJECTING 1.4 FEET ABOVE GROUND.
 GS0286
 GS0286                          STATION RECOVERY (1983)
 GS0286
 GS0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0286'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 GS0286'13.8 KM (8.65 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0286'STATE HIGHWAY 373 IN LATHROP WELLS, 85.8 METERS (281.5 FT) SOUTHEAST
 GS0286'OF MILEPOST 39, 14.9 METERS (49 FT) SOUTHWEST OF THE HIGHWAY
 GS0286'CENTERLINE, 78.9 METERS (259 FT) NORTHEAST OF THE RIGHT OF WAY FENCE,
 GS0286'32.9 METERS (108 FT) NORTHEAST OF BM V 16 RESET 1980.  PIPE
 GS0286'PROJECTS 30 CM ABOVE THE GROUND.
 GS0286'THE MARK IS 32.9 METERS  NE FROM A WITNESS POST.
 GS0286'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0086 ***********************************************************************
 GS0086  DESIGNATION -  B 92
 GS0086  PID         -  GS0086
 GS0086  STATE/COUNTY-  NV/NYE
 GS0086  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0086
 GS0086                         *CURRENT SURVEY CONTROL
 GS0086  ___________________________________________________________________
 GS0086* NAD 83(1986)-  36 39 56.     (N)    116 29 51.     (W)     SCALED    
 GS0086* NAVD 88     -       787.577  (meters)    2583.91   (feet)  POSTED    
 GS0086  ___________________________________________________________________
 GS0086  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GS0086  DYNAMIC HT  -         786.780 (meters)    2581.29  (feet)  COMP
 GS0086  MODELED GRAV-     979,595.8   (mgal)                       NAVD 88
 GS0086
 GS0086  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GS0086
 GS0086.The horizontal coordinates were scaled from a topographic map and have
 GS0086.an estimated accuracy of +/- 6 seconds.
 GS0086
 GS0086.The orthometric height was determined by differential leveling
 GS0086.and adjusted by the National Geodetic Survey in 1992..
 GS0086.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GS0086.rate of 0.0 thru 1.0 mm/km.
 GS0086
 GS0086.The geoid height was determined by GEOID03.
 GS0086
 GS0086.The dynamic height is computed by dividing the NAVD 88
 GS0086.geopotential number by the normal gravity value computed on the
 GS0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0086.degrees latitude (g = 980.6199 gals.).
 GS0086
 GS0086.The modeled gravity was interpolated from observed gravity values.
 GS0086
 GS0086;                    North         East    Units  Estimated Accuracy
 GS0086;SPC NV C     - 6,212,530.      515,120.      MT  (+/- 180 meters Scaled)
 GS0086
 GS0086                          SUPERSEDED SURVEY CONTROL
 GS0086
 GS0086  NGVD 29 (??/??/??)  786.775  (m)         2581.28   (f) ADJUSTED    1 2
 GS0086
 GS0086.Superseded values are not recommended for survey control.
 GS0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0086.See file dsdata.txt to determine how the superseded data were derived.
 GS0086
 GS0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA449578(NAD 83)
 GS0086_MARKER: P = PIPE CAP
 GS0086_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0086_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0086_STAMPING: 2581.279 B 92 1907
 GS0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0086
 GS0086  HISTORY     - Date     Condition        Report By
 GS0086  HISTORY     - 1907     MONUMENTED       USGS
 GS0086  HISTORY     - 1934     GOOD             NGS
 GS0086  HISTORY     - 1983     MARK NOT FOUND   NGS
 GS0086
 GS0086                          STATION DESCRIPTION
 GS0086
 GS0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GS0086'5.8 MI W FROM LATHROP WELLS.
 GS0086'5.8 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF THE
 GS0086'Y-JUNCTION OF STATE HIGHWAY 29 AT LATHROP WELLS, AND 40 FEET
 GS0086'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 GS0086'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2581.279 B 92 1907 AND
 GS0086'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1.5 FEET
 GS0086'ABOVE GROUND.
 GS0086
 GS0086                          STATION RECOVERY (1983)
 GS0086
 GS0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0086'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0087 ***********************************************************************
 GS0087  DESIGNATION -  B 93
 GS0087  PID         -  GS0087
 GS0087  STATE/COUNTY-  NV/NYE
 GS0087  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0087
 GS0087                         *CURRENT SURVEY CONTROL
 GS0087  ___________________________________________________________________
 GS0087* NAD 83(1986)-  36 39 18.     (N)    116 26 44.     (W)     SCALED    
 GS0087* NAVD 88     -       807.455  (meters)    2649.13   (feet)  ADJUSTED  
 GS0087  ___________________________________________________________________
 GS0087  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GS0087  DYNAMIC HT  -         806.635 (meters)    2646.43  (feet)  COMP
 GS0087  MODELED GRAV-     979,589.1   (mgal)                       NAVD 88
 GS0087
 GS0087  VERT ORDER  -  FIRST     CLASS II
 GS0087
 GS0087.The horizontal coordinates were scaled from a topographic map and have
 GS0087.an estimated accuracy of +/- 6 seconds.
 GS0087
 GS0087.The orthometric height was determined by differential leveling
 GS0087.and adjusted by the National Geodetic Survey in June 1991..
 GS0087
 GS0087.The geoid height was determined by GEOID03.
 GS0087
 GS0087.The dynamic height is computed by dividing the NAVD 88
 GS0087.geopotential number by the normal gravity value computed on the
 GS0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0087.degrees latitude (g = 980.6199 gals.).
 GS0087
 GS0087.The modeled gravity was interpolated from observed gravity values.
 GS0087
 GS0087;                    North         East    Units  Estimated Accuracy
 GS0087;SPC NV C     - 6,211,370.      519,770.      MT  (+/- 180 meters Scaled)
 GS0087
 GS0087                          SUPERSEDED SURVEY CONTROL
 GS0087
 GS0087  NGVD 29 (??/??/??)  806.649  (m)         2646.48   (f) ADJUSTED    1 2
 GS0087
 GS0087.Superseded values are not recommended for survey control.
 GS0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0087.See file dsdata.txt to determine how the superseded data were derived.
 GS0087
 GS0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA495567(NAD 83)
 GS0087_MARKER: P = PIPE CAP
 GS0087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0087_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0087_STAMPING: 2646.481 B 93 1907
 GS0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0087
 GS0087  HISTORY     - Date     Condition        Report By
 GS0087  HISTORY     - 1907     MONUMENTED       USGS
 GS0087  HISTORY     - 1952     GOOD             NGS
 GS0087  HISTORY     - 1983     MARK NOT FOUND   NGS
 GS0087
 GS0087                          STATION DESCRIPTION
 GS0087
 GS0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GS0087'2.8 MI W FROM LATHROP WELLS.
 GS0087'2.8 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF ITS
 GS0087'Y JUNCTION WITH STATE HIGHWAY 29 AT LATHROP WELLS, 43 FEET SOUTH
 GS0087'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF A WITNESS
 GS0087'POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS
 GS0087'1.5 FEET ABOVE THE GROUND.
 GS0087
 GS0087                          STATION RECOVERY (1983)
 GS0087
 GS0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0087'NOT RECOVERED.  GRADING IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0095 ***********************************************************************
 GS0095  DESIGNATION -  B 94
 GS0095  PID         -  GS0095
 GS0095  STATE/COUNTY-  NV/NYE
 GS0095  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0095
 GS0095                         *CURRENT SURVEY CONTROL
 GS0095  ___________________________________________________________________
 GS0095* NAD 83(1986)-  36 38 19.     (N)    116 22 43.     (W)     SCALED    
 GS0095* NAVD 88     -       810.697  (meters)    2659.76   (feet)  ADJUSTED  
 GS0095  ___________________________________________________________________
 GS0095  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GS0095  DYNAMIC HT  -         809.871 (meters)    2657.05  (feet)  COMP
 GS0095  MODELED GRAV-     979,587.1   (mgal)                       NAVD 88
 GS0095
 GS0095  VERT ORDER  -  FIRST     CLASS II
 GS0095
 GS0095.The horizontal coordinates were scaled from a topographic map and have
 GS0095.an estimated accuracy of +/- 6 seconds.
 GS0095
 GS0095.The orthometric height was determined by differential leveling
 GS0095.and adjusted by the National Geodetic Survey in June 1991..
 GS0095
 GS0095.The geoid height was determined by GEOID03.
 GS0095
 GS0095.The dynamic height is computed by dividing the NAVD 88
 GS0095.geopotential number by the normal gravity value computed on the
 GS0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0095.degrees latitude (g = 980.6199 gals.).
 GS0095
 GS0095.The modeled gravity was interpolated from observed gravity values.
 GS0095
 GS0095;                    North         East    Units  Estimated Accuracy
 GS0095;SPC NV C     - 6,209,570.      525,760.      MT  (+/- 180 meters Scaled)
 GS0095
 GS0095                          SUPERSEDED SURVEY CONTROL
 GS0095
 GS0095  NGVD 29 (??/??/??)  809.891  (m)         2657.12   (f) ADJUSTED    1 2
 GS0095
 GS0095.Superseded values are not recommended for survey control.
 GS0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0095.See file dsdata.txt to determine how the superseded data were derived.
 GS0095
 GS0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA555549(NAD 83)
 GS0095_MARKER: P = PIPE CAP
 GS0095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0095_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0095_STAMPING: 2657.117 B 94 1907
 GS0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0095
 GS0095  HISTORY     - Date     Condition        Report By
 GS0095  HISTORY     - 1907     MONUMENTED       USGS
 GS0095  HISTORY     - 1952     GOOD             NGS
 GS0095
 GS0095                          STATION DESCRIPTION
 GS0095
 GS0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GS0095'1 MI E FROM LATHROP WELLS.
 GS0095'1.0 MILE EAST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF ITS
 GS0095'Y JUNCTION WITH STATE HIGHWAY 29 AT LATHROP WELLS, 118 FEET
 GS0095'EAST OF THE SOUTH END OF AN 18 INCH PIPE CULVERT, 47 FEET SOUTH
 GS0095'OF THE CENTER LINE OF THE HIGHWAY, RIVETED ON THE TOP OF A 3 1/2
 GS0095'INCH IRON PIPE WHICH PROJECTS 1.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0100 ***********************************************************************
 GS0100  DESIGNATION -  B 95
 GS0100  PID         -  GS0100
 GS0100  STATE/COUNTY-  NV/NYE
 GS0100  USGS QUAD   -  STRIPED HILLS (1983)
 GS0100
 GS0100                         *CURRENT SURVEY CONTROL
 GS0100  ___________________________________________________________________
 GS0100* NAD 83(1986)-  36 37 35.     (N)    116 18 37.     (W)     SCALED    
 GS0100* NAVD 88     -       867.171  (meters)    2845.04   (feet)  POSTED    
 GS0100  ___________________________________________________________________
 GS0100  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 GS0100  DYNAMIC HT  -         866.290 (meters)    2842.15  (feet)  COMP
 GS0100  MODELED GRAV-     979,587.5   (mgal)                       NAVD 88
 GS0100
 GS0100  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GS0100
 GS0100.The horizontal coordinates were scaled from a topographic map and have
 GS0100.an estimated accuracy of +/- 6 seconds.
 GS0100
 GS0100.The orthometric height was determined by differential leveling
 GS0100.and adjusted by the National Geodetic Survey in 1992..
 GS0100.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GS0100.rate of 0.0 thru 1.0 mm/km.
 GS0100
 GS0100.The geoid height was determined by GEOID03.
 GS0100
 GS0100.The dynamic height is computed by dividing the NAVD 88
 GS0100.geopotential number by the normal gravity value computed on the
 GS0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0100.degrees latitude (g = 980.6199 gals.).
 GS0100
 GS0100.The modeled gravity was interpolated from observed gravity values.
 GS0100
 GS0100;                    North         East    Units  Estimated Accuracy
 GS0100;SPC NV C     - 6,208,230.      531,870.      MT  (+/- 180 meters Scaled)
 GS0100
 GS0100                          SUPERSEDED SURVEY CONTROL
 GS0100
 GS0100  NGVD 29 (??/??/??)  866.363  (m)         2842.39   (f) ADJUSTED    1 2
 GS0100
 GS0100.Superseded values are not recommended for survey control.
 GS0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0100.See file dsdata.txt to determine how the superseded data were derived.
 GS0100
 GS0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA616536(NAD 83)
 GS0100_MARKER: P = PIPE CAP
 GS0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0100_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0100_STAMPING: 2842.393 B 95 1907
 GS0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0100
 GS0100  HISTORY     - Date     Condition        Report By
 GS0100  HISTORY     - 1907     MONUMENTED       USGS
 GS0100  HISTORY     - 1934     GOOD             NGS
 GS0100
 GS0100                          STATION DESCRIPTION
 GS0100
 GS0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GS0100'5 MI E FROM LATHROP WELLS.
 GS0100'5.0 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF THE
 GS0100'Y-JUNCTION OF STATE HIGHWAY 29 AT LATHROP WELLS, NYE COUNTY,
 GS0100'AND 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED
 GS0100'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2842.393 B 95
 GS0100'1907 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 GS0100'2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0072 ***********************************************************************
 GS0072  DESIGNATION -  B 96 2759.919=C 17
 GS0072  PID         -  GS0072
 GS0072  STATE/COUNTY-  NV/NYE
 GS0072  USGS QUAD   -  SPECTER RANGE SW (1984)
 GS0072
 GS0072                         *CURRENT SURVEY CONTROL
 GS0072  ___________________________________________________________________
 GS0072* NAD 83(1994)-  36 35 53.17584(N)    116 15 02.83318(W)     ADJUSTED  
 GS0072* NAVD 88     -       842.029  (meters)    2762.56   (feet)  ADJUSTED  
 GS0072  ___________________________________________________________________
 GS0072  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 GS0072  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 GS0072  DYNAMIC HT  -         841.172 (meters)    2759.75  (feet)  COMP
 GS0072  MODELED GRAV-     979,586.1   (mgal)                       NAVD 88
 GS0072
 GS0072  HORZ ORDER  -  FIRST
 GS0072  VERT ORDER  -  FIRST     CLASS II
 GS0072
 GS0072.The horizontal coordinates were established by classical geodetic methods
 GS0072.and adjusted by the National Geodetic Survey in June 1998..
 GS0072
 GS0072.The orthometric height was determined by differential leveling
 GS0072.and adjusted by the National Geodetic Survey in June 1991..
 GS0072
 GS0072.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0072
 GS0072.The geoid height was determined by GEOID03.
 GS0072
 GS0072.The dynamic height is computed by dividing the NAVD 88
 GS0072.geopotential number by the normal gravity value computed on the
 GS0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0072.degrees latitude (g = 980.6199 gals.).
 GS0072
 GS0072.The modeled gravity was interpolated from observed gravity values.
 GS0072
 GS0072;                    North         East     Units Scale Factor Converg.
 GS0072;SPC NV C     - 6,205,112.736   537,208.435   MT  0.99991705   +0 14 52.6
 GS0072;SPC NV C     -20,357,940.70  1,762,491.34   sFT  0.99991705   +0 14 52.6
 GS0072;UTM  11      - 4,050,551.517   567,011.786   MT  0.99965532   +0 26 48.1
 GS0072
 GS0072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0072!SPC NV C     -   0.99987222  x   0.99991705  =   0.99978928
 GS0072!UTM  11      -   0.99987222  x   0.99965532  =   0.99952759
 GS0072
 GS0072|---------------------------------------------------------------------|
 GS0072| PID    Reference Object                     Distance      Geod. Az  |
 GS0072|                                                           dddmmss.s |
 GS0072| CC5155 B 96 RM 2                            19.430 METERS 20815     |
 GS0072| CC5154 B 96 RM 1                            18.960 METERS 28440     |
 GS0072| CC5156 B 96 RM 3                                          2964158.4 |
 GS0072|---------------------------------------------------------------------|
 GS0072
 GS0072                          SUPERSEDED SURVEY CONTROL
 GS0072
 GS0072  NAD 83(1992)-  36 35 53.17450(N)    116 15 02.83778(W) AD(1991.35) 1
 GS0072  NAD 83(1992)-  36 35 53.16878(N)    116 15 02.83210(W) AD(       ) 1
 GS0072  NAD 83(1986)-  36 35 53.15969(N)    116 15 02.83206(W) AD(       ) 1
 GS0072  NAD 27      -  36 35 53.32300(N)    116 14 59.68600(W) AD(       ) 1
 GS0072  NGVD 29 (05/01/91)  841.230  (m)         2759.94   (f) ADJUSTED    1 2
 GS0072
 GS0072.Superseded values are not recommended for survey control.
 GS0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0072.See file dsdata.txt to determine how the superseded data were derived.
 GS0072
 GS0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA6701250552(NAD 83)
 GS0072_MARKER: P = PIPE CAP
 GS0072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0072_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0072_STAMPING: 2759.919 B 96 1907
 GS0072_MARK LOGO: USGS  
 GS0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0072
 GS0072  HISTORY     - Date     Condition        Report By
 GS0072  HISTORY     - 1933     MONUMENTED       CGS
 GS0072  HISTORY     - 1934     GOOD             NGS
 GS0072  HISTORY     - 1952     SEE DESCRIPTION  AMS
 GS0072  HISTORY     - 1982     GOOD             NGS
 GS0072
 GS0072                          STATION DESCRIPTION
 GS0072
 GS0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 GS0072'THE STATION IS 45 FEET S OF THE LAS VEGAS-TONOPAH HIGHWAY
 GS0072'AT A POINT 0.3 MILE W OF THE AUTO CLUB ROAD MARKER READING,
 GS0072'CARRARA 31, BEATTY 40, LAS VEGAS 82.
 GS0072'
 GS0072'THE STATION MARK IS A REGULATION G.S. 4-INCH PIPE WITH STAMPED
 GS0072'CAP (2762) PROJECTING ABOUT 12 INCHES ABOVE THE GROUND.
 GS0072'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN A BOULDER
 GS0072'AS DESCRIBED IN NOTE 12C.
 GS0072'
 GS0072'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 1-3/4 MILES NW ON
 GS0072'THE FIRST RED HILL ON THE S SIDE OF THE HIGHWAY.
 GS0072'
 GS0072'REACHED FROM LAS VEGAS AS FOLLOWS--TAKE THE TONOPAH HIGHWAY AND
 GS0072'GO 82 MILES TO A POINT WHERE A ROAD TURNS OFF TO THE RIGHT.
 GS0072'CONTINUE STRAIGHT AHEAD ON HIGHWAY 0.3 MILE TO THE STATION.
 GS0072'
 GS0072'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 GS0072
 GS0072                          STATION RECOVERY (1934)
 GS0072
 GS0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GS0072'8.9 MI E FROM LATHROP WELLS.
 GS0072'8.9 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF THE
 GS0072'Y-JUNCTION OF STATE HIGHWAY 29 AT LATHROP WELLS, NYE COUNTY,
 GS0072'ON AN OLD HIGHWAY SOUTH OF THE NEW HIGHWAY, AND 45 FEET SOUTH
 GS0072'OF THE CENTERLINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 GS0072'STANDARD CAP, STAMPED 2759.919 B 96 1907 AND RIVETED ON THE TOP
 GS0072'OF A 3-1/2-INCH IRON PIPE PROJECTING 2 FEET ABOVE GROUND.
 GS0072
 GS0072                          STATION RECOVERY (1952)
 GS0072
 GS0072'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 GS0072'STATION WAS RECOVERED IN GOOD CONDITION.
 GS0072'
 GS0072'TO REACH FROM THE CENTER OF INDIAN SPRINGS, CLARK COUNTY,
 GS0072'NEVADA, PROCEED WEST VIA U.S. ROUTE 95 FOR 34.9 MILES AND
 GS0072'SITE OF STATION.  STATION IS 700 FEET SOUTH OF THE CENTER
 GS0072'LINE OF ROUTE 95, AND 47 FEET S-SW OF THE OLD, NOW ABANDONED
 GS0072'STATE ROUTE 5.
 GS0072'
 GS0072'THE STATION IS A STANDARD U.S.G.S. SURVEY CAP, STAMPED 2759.919
 GS0072'B 96 1907 AND RIVETED ON TOP OF A 3-1/2 INCH PIPE PROJECTING
 GS0072'1.80 FEET ABOVE GROUND.
 GS0072
 GS0072                          STATION RECOVERY (1982)
 GS0072
 GS0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GS0072'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GS0072'14.4 KM (9.0 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 GS0072'HIGHWAY 373 IN LATHROP WELLS, THENCE 0.4 KM (0.25 MI) SOUTH ACROSS
 GS0072'COUNTRY TO THE OLD HIGHWAY BED, 13.7 METERS (45 FT) SOUTH OF THE
 GS0072'CENTER OF THE OLD HIGHWAY BED, 19.4 METERS (63.6 FT) NORTHEAST OF BM
 GS0072'96 RM 2 USGS, 18.95 METERS (62.1 FT) SOUTHEAST OF BM 96 RM 1 USGS.
 GS0072'NOTE--PIPE PROJECTS 50 CM ABOVE THE GROUND, DEPTH UNKNOWN.
 GS0072'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 GS0072'THE MARK IS ABOVE LEVEL WITH THE OLD ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0076 ***********************************************************************
 GS0076  DESIGNATION -  B 98
 GS0076  PID         -  GS0076
 GS0076  STATE/COUNTY-  NV/NYE
 GS0076  USGS QUAD   -  POINT OF ROCKS (1984)
 GS0076
 GS0076                         *CURRENT SURVEY CONTROL
 GS0076  ___________________________________________________________________
 GS0076* NAD 83(1986)-  36 33 49.     (N)    116 07 01.     (W)     SCALED    
 GS0076* NAVD 88     -       866.104  (meters)    2841.54   (feet)  ADJUSTED  
 GS0076  ___________________________________________________________________
 GS0076  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 GS0076  DYNAMIC HT  -         865.213 (meters)    2838.62  (feet)  COMP
 GS0076  MODELED GRAV-     979,574.4   (mgal)                       NAVD 88
 GS0076
 GS0076  VERT ORDER  -  FIRST     CLASS II
 GS0076
 GS0076.The horizontal coordinates were scaled from a topographic map and have
 GS0076.an estimated accuracy of +/- 6 seconds.
 GS0076
 GS0076.The orthometric height was determined by differential leveling
 GS0076.and adjusted by the National Geodetic Survey in June 1991..
 GS0076
 GS0076.The geoid height was determined by GEOID03.
 GS0076
 GS0076.The dynamic height is computed by dividing the NAVD 88
 GS0076.geopotential number by the normal gravity value computed on the
 GS0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0076.degrees latitude (g = 980.6199 gals.).
 GS0076
 GS0076.The modeled gravity was interpolated from observed gravity values.
 GS0076
 GS0076;                    North         East    Units  Estimated Accuracy
 GS0076;SPC NV C     - 6,201,350.      549,210.      MT  (+/- 180 meters Scaled)
 GS0076
 GS0076                          SUPERSEDED SURVEY CONTROL
 GS0076
 GS0076  NGVD 29 (05/01/91)  865.301  (m)         2838.91   (f) ADJUSTED    1 2
 GS0076
 GS0076.Superseded values are not recommended for survey control.
 GS0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0076.See file dsdata.txt to determine how the superseded data were derived.
 GS0076
 GS0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA790468(NAD 83)
 GS0076_MARKER: P = PIPE CAP
 GS0076_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0076_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0076_STAMPING: 2838.908 B 98 1907
 GS0076_MARK LOGO: USGS  
 GS0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0076
 GS0076  HISTORY     - Date     Condition        Report By
 GS0076  HISTORY     - 1907     MONUMENTED       USGS
 GS0076  HISTORY     - 1952     GOOD             DOD
 GS0076  HISTORY     - 1963     GOOD
 GS0076  HISTORY     - 1983     GOOD             NGS
 GS0076
 GS0076                          STATION DESCRIPTION
 GS0076
 GS0076'DESCRIBED BY US DEPARTMENT OF DEFENSE 1952
 GS0076'26.8 MI W FROM INDIAN SPRINGS.
 GS0076'26.8 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE CENTER OF INDIAN
 GS0076'SPRINGS, 212 FEET EAST-SOUTHEAST OF THE INTERSECTING CENTERLINES
 GS0076'OF THE HIGHWAY AND A TRAIL LEADING NORTH, AND 42 FEET SOUTH OF
 GS0076'THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 GS0076'STANDARD CAP, STAMPED 2838.908 B 98 1907 AND RIVETED ON THE TOP
 GS0076'OF A 3-1/2-INCH IRON PIPE PROJECTING 1.6 FEET ABOVE GROUND.
 GS0076'NOTE-- THIS MARK WAS ORIGINALLY DESCRIBED AS BEING 2.4 MILES EAST
 GS0076'OF THE OLD TOWN OF AMARGOSA.
 GS0076
 GS0076                          STATION RECOVERY (1963)
 GS0076
 GS0076'RECOVERED 1963
 GS0076'RECOVERED IN GOOD CONDITION.
 GS0076
 GS0076                          STATION RECOVERY (1983)
 GS0076
 GS0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0076'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GS0076'27.0 KM (16.85 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 GS0076'HIGHWAY 373 IN LATHROP WELLS, 0.55 KM (0.35 MI) EAST OF THE JUNCTION
 GS0076'OF STATE HIGHWAY 160, 0.6 KM (0.35 MI) WEST OF MILEPOST 13, 12.8
 GS0076'METERS (42 FT) SOUTH OF THE HIGHWAY CENTERLINE, 48.1 METERS (158 FT)
 GS0076'NORTH OF THE RIGHT OF WAY FENCE, 42.3 METERS (139 FT) EAST OF A DOUBLE
 GS0076'36-INCH PIPE CULVERT WITH A CONCRETE HEADWALL, 42.6 METERS (140 FT)
 GS0076'NORTHEAST OF BM G 17 RESET 1962.NOTE--PIPE PROJECTS 36 CM ABOVE
 GS0076'THE GROUND, DEPTH UNKNOWN.
 GS0076'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 GS0076'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0080 ***********************************************************************
 GS0080  DESIGNATION -  B 99
 GS0080  PID         -  GS0080
 GS0080  STATE/COUNTY-  NV/NYE
 GS0080  USGS QUAD   -  POINT OF ROCKS (1984)
 GS0080
 GS0080                         *CURRENT SURVEY CONTROL
 GS0080  ___________________________________________________________________
 GS0080* NAD 83(1986)-  36 35 00.     (N)    116 03 20.     (W)     SCALED    
 GS0080* NAVD 88     -       925.212  (meters)    3035.47   (feet)  POSTED    
 GS0080  ___________________________________________________________________
 GS0080  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 GS0080  DYNAMIC HT  -         924.250 (meters)    3032.31  (feet)  COMP
 GS0080  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 GS0080
 GS0080  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GS0080
 GS0080.The horizontal coordinates were scaled from a topographic map and have
 GS0080.an estimated accuracy of +/- 6 seconds.
 GS0080
 GS0080.The orthometric height was determined by differential leveling
 GS0080.and adjusted by the National Geodetic Survey in 1992..
 GS0080.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GS0080.rate of 2.1 thru 3.0 mm/km.
 GS0080
 GS0080.The geoid height was determined by GEOID03.
 GS0080
 GS0080.The dynamic height is computed by dividing the NAVD 88
 GS0080.geopotential number by the normal gravity value computed on the
 GS0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0080.degrees latitude (g = 980.6199 gals.).
 GS0080
 GS0080.The modeled gravity was interpolated from observed gravity values.
 GS0080
 GS0080;                    North         East    Units  Estimated Accuracy
 GS0080;SPC NV C     - 6,203,570.      554,690.      MT  (+/- 180 meters Scaled)
 GS0080
 GS0080                          SUPERSEDED SURVEY CONTROL
 GS0080
 GS0080  NGVD 29 (??/??/??)  924.404  (m)         3032.82   (f) ADJUSTED    1 2
 GS0080
 GS0080.Superseded values are not recommended for survey control.
 GS0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0080.See file dsdata.txt to determine how the superseded data were derived.
 GS0080
 GS0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA844490(NAD 83)
 GS0080_MARKER: P = PIPE CAP
 GS0080_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0080_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0080_STAMPING: 3032.815 B 99 1907
 GS0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0080
 GS0080  HISTORY     - Date     Condition        Report By
 GS0080  HISTORY     - 1907     MONUMENTED       USGS
 GS0080  HISTORY     - 1952     GOOD             DOD
 GS0080  HISTORY     - 1981     MARK NOT FOUND   USGS
 GS0080  HISTORY     - 1983     MARK NOT FOUND   NGS
 GS0080
 GS0080                          STATION DESCRIPTION
 GS0080
 GS0080'DESCRIBED BY US DEPARTMENT OF DEFENSE 1952
 GS0080'22.7 MI W FROM INDIAN SPRINGS.
 GS0080'22.7 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE CENTER OF INDIAN
 GS0080'SPRINGS, AT THE JUNCTION OF A ROAD LEADING NORTH, AND 85 FEET
 GS0080'SOUTH OF THE INTERSECTING CENTERLINES OF THE HIGHWAY AND THE
 GS0080'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GS0080'3032.815 B 99 1907 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 GS0080'PIPE PROJECTING 1.6 FEET ABOVE GROUND.
 GS0080
 GS0080                          STATION RECOVERY (1981)
 GS0080
 GS0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GS0080'MARK NOT FOUND.
 GS0080
 GS0080                          STATION RECOVERY (1983)
 GS0080
 GS0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0080'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0546 ***********************************************************************
 KR0546  DESIGNATION -  B M
 KR0546  PID         -  KR0546
 KR0546  STATE/COUNTY-  NV/CHURCHILL
 KR0546  USGS QUAD   -  STILLWATER (1985)
 KR0546
 KR0546                         *CURRENT SURVEY CONTROL
 KR0546  ___________________________________________________________________
 KR0546* NAD 83(1986)-  39 31 08.     (N)    118 30 35.     (W)     SCALED    
 KR0546* NAVD 88     -      1192.559  (meters)    3912.59   (feet)  ADJUSTED  
 KR0546  ___________________________________________________________________
 KR0546  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 KR0546  DYNAMIC HT  -        1191.539 (meters)    3909.24  (feet)  COMP
 KR0546  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 KR0546
 KR0546  VERT ORDER  -  FIRST     CLASS II
 KR0546
 KR0546.The horizontal coordinates were scaled from a topographic map and have
 KR0546.an estimated accuracy of +/- 6 seconds.
 KR0546
 KR0546.The orthometric height was determined by differential leveling
 KR0546.and adjusted by the National Geodetic Survey in June 1991..
 KR0546
 KR0546.The geoid height was determined by GEOID03.
 KR0546
 KR0546.The dynamic height is computed by dividing the NAVD 88
 KR0546.geopotential number by the normal gravity value computed on the
 KR0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0546.degrees latitude (g = 980.6199 gals.).
 KR0546
 KR0546.The modeled gravity was interpolated from observed gravity values.
 KR0546
 KR0546;                    North         East    Units  Estimated Accuracy
 KR0546;SPC NV W     - 4,529,200.      806,330.      MT  (+/- 180 meters Scaled)
 KR0546
 KR0546                          SUPERSEDED SURVEY CONTROL
 KR0546
 KR0546  NGVD 29 (??/??/92) 1191.62   (m)         3909.5    (f) COMPUTED    1 2
 KR0546
 KR0546.Superseded values are not recommended for survey control.
 KR0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0546.See file dsdata.txt to determine how the superseded data were derived.
 KR0546
 KR0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD702754(NAD 83)
 KR0546_MARKER: DD = SURVEY DISK
 KR0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0546+STABILITY: SURFACE MOTION
 KR0546
 KR0546  HISTORY     - Date     Condition        Report By
 KR0546  HISTORY     - UNK      MONUMENTED       CGS
 KR0546  HISTORY     - 1955     GOOD             NGS
 KR0546
 KR0546                          STATION DESCRIPTION
 KR0546
 KR0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0546'2.0 MI E FROM STILLWATER.
 KR0546'2.0 MILES EAST ALONG A COUNTY GRADED ROAD FROM THE STORE AND POST
 KR0546'OFFICE AT STILLWATER, 0.1 MILE NORTHEAST OF A GOVERNMENT MAINTENANCE
 KR0546'STATION, 242 1/2 FEET SOUTHWEST OF THE CENTER OF THE Y JUNCTION OF A
 KR0546'DIRT ROAD LEADING WEST, 54 FEET SOUTH OF THE CENTER LINE OF THE DIRT
 KR0546'ROAD, 26 FEET NORTHWEST OF THE CENTER LINE OF THE COUNTY ROAD, 1.8
 KR0546'FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE
 KR0546'COUNTY ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT
 KR0546'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0278 ***********************************************************************
 KR0278  DESIGNATION -  B M 5
 KR0278  PID         -  KR0278
 KR0278  STATE/COUNTY-  NV/MINERAL
 KR0278  USGS QUAD   -  WEBER DAM (1987)
 KR0278
 KR0278                         *CURRENT SURVEY CONTROL
 KR0278  ___________________________________________________________________
 KR0278* NAD 83(1986)-  39 01 04.     (N)    118 48 05.     (W)     SCALED    
 KR0278* NAVD 88     -      1325.70   (+/-2cm)    4349.4    (feet)  VERTCON   
 KR0278  ___________________________________________________________________
 KR0278  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 KR0278
 KR0278  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0278
 KR0278.The horizontal coordinates were scaled from a topographic map and have
 KR0278.an estimated accuracy of +/- 6 seconds.
 KR0278
 KR0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0278.The vertical order pertains to the NGVD 29 superseded value.
 KR0278
 KR0278.The geoid height was determined by GEOID03.
 KR0278
 KR0278;                    North         East    Units  Estimated Accuracy
 KR0278;SPC NV W     - 4,473,600.      781,120.      MT  (+/- 180 meters Scaled)
 KR0278
 KR0278                          SUPERSEDED SURVEY CONTROL
 KR0278
 KR0278  NGVD 29 (??/??/92) 1324.648  (m)         4345.95   (f) ADJ UNCH    1 2
 KR0278
 KR0278.Superseded values are not recommended for survey control.
 KR0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0278.See file dsdata.txt to determine how the superseded data were derived.
 KR0278
 KR0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD440202(NAD 83)
 KR0278_MARKER: N = NAIL
 KR0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0278_SP_SET: CULVERT
 KR0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0278
 KR0278  HISTORY     - Date     Condition        Report By
 KR0278  HISTORY     - UNK      MONUMENTED       NVDH
 KR0278  HISTORY     - 1955     GOOD             NGS
 KR0278
 KR0278                          STATION DESCRIPTION
 KR0278
 KR0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0278'4.8 MI N FROM SCHURZ.
 KR0278'4.8 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE CROSSING OF THE
 KR0278'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, 0.1 MILE SOUTH OF THE T
 KR0278'JUNCTION OF A DIM TRACK ROAD LEADING EAST, AT THE FOOT OF A STEEP
 KR0278'GRADE, AT A 24-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE
 KR0278'NORTH END OF THE WEST CONCRETE HEAD WALL, 18.4 FEET WEST OF THE CENTER
 KR0278'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0960 ***********************************************************************
 HQ0960  DESIGNATION -  BAB
 HQ0960  PID         -  HQ0960
 HQ0960  STATE/COUNTY-  NV/ESMERALDA
 HQ0960  USGS QUAD   -  SYLVANIA CANYON (1987)
 HQ0960
 HQ0960                         *CURRENT SURVEY CONTROL
 HQ0960  ___________________________________________________________________
 HQ0960* NAD 83(1994)-  37 28 56.48116(N)    117 49 19.50813(W)     ADJUSTED  
 HQ0960* NAVD 88     -      1798.     (meters)    5899.     (feet)  SCALED    
 HQ0960  ___________________________________________________________________
 HQ0960  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 HQ0960  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 HQ0960
 HQ0960  HORZ ORDER  -  THIRD
 HQ0960
 HQ0960.The horizontal coordinates were established by classical geodetic methods
 HQ0960.and adjusted by the National Geodetic Survey in June 1998..
 HQ0960
 HQ0960.The orthometric height was scaled from a topographic map.
 HQ0960
 HQ0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0960
 HQ0960.The geoid height was determined by GEOID03.
 HQ0960
 HQ0960;                    North         East     Units Scale Factor Converg.
 HQ0960;SPC NV W     - 4,303,427.390   867,323.291   MT  0.99995581   +0 27 47.7
 HQ0960;SPC NV W     -14,118,828.03  2,845,543.16   sFT  0.99995581   +0 27 47.7
 HQ0960;SPC CA 3     -   612,410.785 2,236,804.975   MT  0.99994012   +1 38 22.2
 HQ0960;SPC CA 3     - 2,009,217.72  7,338,584.32   sFT  0.99994012   +1 38 22.2
 HQ0960;SPC CA 4     -   739,110.152 2,104,184.959   MT  1.00005244   +0 42 09.8
 HQ0960;SPC CA 4     - 2,424,897.22  6,903,480.15   sFT  1.00005244   +0 42 09.8
 HQ0960;UTM  11      - 4,148,701.167   427,318.046   MT  0.99966507   -0 30 01.0
 HQ0960
 HQ0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0960!SPC NV W     -   0.99972201  x   0.99995581  =   0.99967783
 HQ0960!SPC CA 3     -   0.99972201  x   0.99994012  =   0.99966215
 HQ0960!SPC CA 4     -   0.99972201  x   1.00005244  =   0.99977444
 HQ0960!UTM  11      -   0.99972201  x   0.99966507  =   0.99938717
 HQ0960
 HQ0960:                Primary Azimuth Mark                     Grid Az
 HQ0960:SPC NV W     -  T 74                                     286 31 24.3
 HQ0960:SPC CA 3     -  T 74                                     285 20 49.8
 HQ0960:SPC CA 4     -  T 74                                     286 17 02.2
 HQ0960:UTM  11      -  T 74                                     287 29 13.0
 HQ0960
 HQ0960|---------------------------------------------------------------------|
 HQ0960| PID    Reference Object                     Distance      Geod. Az  |
 HQ0960|                                                           dddmmss.s |
 HQ0960| HQ0963 T 74                                APPROX. 5.0 KM 2865912.0 |
 HQ0960|---------------------------------------------------------------------|
 HQ0960
 HQ0960                          SUPERSEDED SURVEY CONTROL
 HQ0960
 HQ0960  NAD 83(1992)-  37 28 56.47974(N)    117 49 19.50789(W) AD(       ) 3
 HQ0960  NAD 83(1986)-  37 28 56.48230(N)    117 49 19.50431(W) AD(       ) 3
 HQ0960  NAD 27      -  37 28 56.72500(N)    117 49 16.17900(W) AD(       ) 3
 HQ0960
 HQ0960.Superseded values are not recommended for survey control.
 HQ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0960.See file dsdata.txt to determine how the superseded data were derived.
 HQ0960
 HQ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB2731848701(NAD 83)
 HQ0960_MARKER: H = DRILL HOLE
 HQ0960_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0960_SP_SET: SET IN BEDROCK
 HQ0960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0960+STABILITY: POSITION/ELEVATION WELL
 HQ0960
 HQ0960  HISTORY     - Date     Condition        Report By
 HQ0960  HISTORY     - 1895     MONUMENTED       CGS
 HQ0960
 HQ0960                          STATION DESCRIPTION
 HQ0960
 HQ0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (EHS)
 HQ0960'BAB IS ON THE NW SUMMIT OF A BLACK MOUNTAIN ON THE NE SIDE
 HQ0960'OF THE PALMETTO ROAD.  THE TOP OF MOUNTAIN IS COVERED WITH
 HQ0960'BLACK VOLCANIC ROCK.  THE POINT IS A DRILL HOLE IN A FIXED
 HQ0960'ROCK, RATHER SHALY IN CHARACTER.  A PILE OF STONES SURROUNDS
 HQ0960'THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1872 ***********************************************************************
 GR1872  DESIGNATION -  BABCOX WILCOX FABRICTNG PLT TK
 GR1872  PID         -  GR1872
 GR1872  STATE/COUNTY-  NV/CLARK
 GR1872  USGS QUAD   -  BOULDER BEACH (1970)
 GR1872
 GR1872                         *CURRENT SURVEY CONTROL
 GR1872  ___________________________________________________________________
 GR1872* NAD 83(1994)-  36 00 59.46462(N)    114 45 24.49789(W)     ADJUSTED  
 GR1872* NAVD 88     -                                                        
 GR1872  ___________________________________________________________________
 GR1872  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 GR1872  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR1872
 GR1872  HORZ ORDER  -  THIRD
 GR1872
 GR1872.The horizontal coordinates were established by classical geodetic methods
 GR1872.and adjusted by the National Geodetic Survey in June 1998..
 GR1872
 GR1872
 GR1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1872
 GR1872.The geoid height was determined by GEOID03.
 GR1872
 GR1872;                    North         East     Units Scale Factor Converg.
 GR1872;SPC NV E     - 8,140,819.097   274,500.655   MT  0.99996837   +0 29 09.7
 GR1872;SPC NV E     -26,708,670.65    900,590.90   sFT  0.99996837   +0 29 09.7
 GR1872;SPC AZ W     -   556,832.965   122,606.282   MT  1.00003478   -0 35 31.4
 GR1872;SPC AZ W     - 1,826,879.81    402,251.58   iFT  1.00003478   -0 35 31.4
 GR1872;UTM  11      - 3,988,108.112   702,147.736   MT  1.00010354   +1 19 10.2
 GR1872
 GR1872                          SUPERSEDED SURVEY CONTROL
 GR1872
 GR1872  NAD 83(1992)-  36 00 59.46456(N)    114 45 24.49799(W) AD(       ) 4
 GR1872  NAD 83(1992)-  36 00 59.46456(N)    114 45 24.49798(W) AD(       ) 4
 GR1872  NAD 83(1986)-  36 00 59.45325(N)    114 45 24.48625(W) AD(       ) 4
 GR1872  NAD 27      -  36 00 59.52500(N)    114 45 21.53700(W) AD(       ) 3
 GR1872
 GR1872.Superseded values are not recommended for survey control.
 GR1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1872.See file dsdata.txt to determine how the superseded data were derived.
 GR1872
 GR1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0214888108(NAD 83)
 GR1872_MARKER: 51 = TANK
 GR1872
 GR1872  HISTORY     - Date     Condition        Report By
 GR1872  HISTORY     - 1935     FIRST OBSERVED   CGS
 GR1872
 GR1872                          STATION DESCRIPTION
 GR1872
 GR1872'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0339 ***********************************************************************
 MV0339  DESIGNATION -  BADGER
 MV0339  PID         -  MV0339
 MV0339  STATE/COUNTY-  NV/WASHOE
 MV0339  USGS QUAD   -  BADGER MTN SE (1980)
 MV0339
 MV0339                         *CURRENT SURVEY CONTROL
 MV0339  ___________________________________________________________________
 MV0339* NAD 83(1994)-  41 36 53.99419(N)    119 19 58.15154(W)     ADJUSTED  
 MV0339* NAVD 88     -      2192.20   (+/-2cm)    7192.2    (feet)  VERTCON   
 MV0339  ___________________________________________________________________
 MV0339  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 MV0339  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 MV0339
 MV0339  HORZ ORDER  -  SECOND
 MV0339  VERT ORDER  -  THIRD ? (See Below)
 MV0339
 MV0339.The horizontal coordinates were established by classical geodetic methods
 MV0339.and adjusted by the National Geodetic Survey in June 1998..
 MV0339
 MV0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0339.The vertical order pertains to the NGVD 29 superseded value.
 MV0339
 MV0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0339
 MV0339.The geoid height was determined by GEOID03.
 MV0339
 MV0339;                    North         East     Units Scale Factor Converg.
 MV0339;SPC NV W     - 4,762,211.719   737,537.611   MT  0.99994800   -0 29 52.0
 MV0339;SPC NV W     -15,624,022.95  2,419,737.98   sFT  0.99994800   -0 29 52.0
 MV0339;UTM  11      - 4,609,659.965   305,634.793   MT  1.00006492   -1 32 59.1
 MV0339
 MV0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0339!SPC NV W     -   0.99965952  x   0.99994800  =   0.99960754
 MV0339!UTM  11      -   0.99965952  x   1.00006492  =   0.99972442
 MV0339
 MV0339:                Primary Azimuth Mark                     Grid Az
 MV0339:SPC NV W     -  BLOWOUT                                  023 25 36.7
 MV0339:UTM  11      -  BLOWOUT                                  024 28 43.8
 MV0339
 MV0339|---------------------------------------------------------------------|
 MV0339| PID    Reference Object                     Distance      Geod. Az  |
 MV0339|                                                           dddmmss.s |
 MV0339| MV0338 BLOWOUT                             APPROX.13.7 KM 0225544.7 |
 MV0339| CD6716 BADGER RM 1                          17.974 METERS 14505     |
 MV0339| CD6717 BADGER RM 2                          11.290 METERS 22957     |
 MV0339|---------------------------------------------------------------------|
 MV0339
 MV0339                          SUPERSEDED SURVEY CONTROL
 MV0339
 MV0339  NAD 83(1992)-  41 36 53.99457(N)    119 19 58.15177(W) AD(       ) 2
 MV0339  NAD 83(1986)-  41 36 53.99500(N)    119 19 58.15296(W) AD(       ) 2
 MV0339  NAD 27      -  41 36 54.36753(N)    119 19 54.43639(W) AD(       ) 2
 MV0339  NGVD 29 (07/19/86) 2190.90   (m)         7188.0    (f) LEVELING    3  
 MV0339
 MV0339.Superseded values are not recommended for survey control.
 MV0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0339.See file dsdata.txt to determine how the superseded data were derived.
 MV0339
 MV0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG0563509660(NAD 83)
 MV0339_MARKER: DS = TRIANGULATION STATION DISK
 MV0339_SETTING: 66 = SET IN ROCK OUTCROP
 MV0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0339+STABILITY: POSITION/ELEVATION WELL
 MV0339
 MV0339  HISTORY     - Date     Condition        Report By
 MV0339  HISTORY     - 1964     MONUMENTED       USGS
 MV0339  HISTORY     - 1965     GOOD             USGS
 MV0339
 MV0339                          STATION DESCRIPTION
 MV0339
 MV0339'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (DER)
 MV0339'LOCATED ABOUT 18 MI. (AIRLINE) SW. OF VIRGIN VALLEY
 MV0339'RANCH.  ABOUT 2.8 MI. NE. OF WALL CANYON RANCH.  ABOUT 1.6
 MV0339'MI. SSE. OF RODERO SPRINGS.  ABOUT 0.25 MI. SE. OF THE HIGHEST
 MV0339'POINT OF BADGER MOUNTAIN.  AT THE S. EDGE OF A GROUP OF MOUNTAIN
 MV0339'MAHOGANY.
 MV0339'
 MV0339'REACHED BY HELICOPTER.
 MV0339'
 MV0339'STATION MARK--STANDARD TABLET STAMPED BADGER 1964 SET IN ROCK
 MV0339'OUTCROP.
 MV0339'
 MV0339'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 MV0339'NO 1 1964 SET IN ROCK OUTCROP.
 MV0339'
 MV0339'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 MV0339'NO 2 1964 SET IN ROCK OUTCROP.
 MV0339
 MV0339                          STATION RECOVERY (1965)
 MV0339
 MV0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MV0339'LOCATED ABOUT 18 MI. SW OF VIRGIN VALLEY RANCH, ABOUT 2.8 MI. NE OF
 MV0339'WALL CANYON RANCH, ABOUT 1.6 MI. SSE OF RODERO SPRINGS, ABOUT 0.25 MI.
 MV0339'SE OF THE HIGHEST POINT OF BADGER MOUNTAIN, AT THE S EDGE OF A GROUP
 MV0339'OF MOUNTAIN MAHOGANY. REACHED BY HELICOPTER. STATION MARK--A STANDARD
 MV0339'TABLET STAMPED---BADGER 1964---SET IN ROCK OUTCROP. REFERENCE MARK NO.
 MV0339'1--STANDARD TABLET SET IN ROCK OUTCROP, 58.97 FT. FROM STATION MARK IN
 MV0339'DIRECTI 325 DEGREE 05 MINUTE. REFERENCE MARK NO. 2--STANDARD TABLET
 MV0339'SET IN ROCK OUTCROP, 37.04 FT. FROM STATION MARK IN DIRECTI 49 DEGREE
 MV0339'57 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0785 ***********************************************************************
 LR0785  DESIGNATION -  BAIL
 LR0785  PID         -  LR0785
 LR0785  STATE/COUNTY-  NV/LANDER
 LR0785  USGS QUAD   -  MC COY NE (1990)
 LR0785
 LR0785                         *CURRENT SURVEY CONTROL
 LR0785  ___________________________________________________________________
 LR0785* NAD 83(1994)-  40 25 03.18792(N)    117 03 00.38018(W)     ADJUSTED  
 LR0785* NAVD 88     -      1443.193  (meters)    4734.88   (feet)  ADJUSTED  
 LR0785  ___________________________________________________________________
 LR0785  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 LR0785  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 LR0785  DYNAMIC HT  -        1441.972 (meters)    4730.87  (feet)  COMP
 LR0785  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 LR0785
 LR0785  HORZ ORDER  -  THIRD
 LR0785  VERT ORDER  -  FIRST     CLASS II
 LR0785
 LR0785.The horizontal coordinates were established by classical geodetic methods
 LR0785.and adjusted by the National Geodetic Survey in June 1998..
 LR0785
 LR0785.The orthometric height was determined by differential leveling
 LR0785.and adjusted by the National Geodetic Survey in June 1991..
 LR0785
 LR0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0785
 LR0785.The geoid height was determined by GEOID03.
 LR0785
 LR0785.The dynamic height is computed by dividing the NAVD 88
 LR0785.geopotential number by the normal gravity value computed on the
 LR0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0785.degrees latitude (g = 980.6199 gals.).
 LR0785
 LR0785.The modeled gravity was interpolated from observed gravity values.
 LR0785
 LR0785;                    North         East     Units Scale Factor Converg.
 LR0785;SPC NV C     - 6,629,042.824   467,460.196   MT  0.99991303   -0 14 55.0
 LR0785;SPC NV C     -21,748,784.67  1,533,658.99   sFT  0.99991303   -0 14 55.0
 LR0785;UTM  11      - 4,474,104.310   495,749.165   MT  0.99960022   -0 01 57.0
 LR0785
 LR0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0785!SPC NV C     -   0.99977694  x   0.99991303  =   0.99968999
 LR0785!UTM  11      -   0.99977694  x   0.99960022  =   0.99937725
 LR0785
 LR0785|---------------------------------------------------------------------|
 LR0785| PID    Reference Object                     Distance      Geod. Az  |
 LR0785|                                                           dddmmss.s |
 LR0785| DB6202 BAIL RM 1                            11.640 METERS 01318     |
 LR0785| LR0915 AIRWAY BEACON 36 ESE BATTLE MT      APPROX.34.1 KM 0613714.9 |
 LR0785| DB6203 BAIL RM 2                            10.254 METERS 09837     |
 LR0785| DB6201 BAIL AZ MK                                         3511438.8 |
 LR0785|---------------------------------------------------------------------|
 LR0785
 LR0785                          SUPERSEDED SURVEY CONTROL
 LR0785
 LR0785  NAD 83(1986)-  40 25 03.19154(N)    117 03 00.37456(W) AD(       ) 3
 LR0785  NAD 27      -  40 25 03.49840(N)    117 02 57.00420(W) AD(       ) 3
 LR0785  NGVD 29 (07/19/86) 1441.4    (m)         4729.     (f) VERT ANG       
 LR0785
 LR0785.Superseded values are not recommended for survey control.
 LR0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0785.See file dsdata.txt to determine how the superseded data were derived.
 LR0785
 LR0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME9574974104(NAD 83)
 LR0785_MARKER: DS = TRIANGULATION STATION DISK
 LR0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0785_SP_SET: CONCRETE POST
 LR0785_STAMPING: BAIL 1958
 LR0785_MARK LOGO: CGS   
 LR0785_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0785+STABILITY: SURFACE MOTION
 LR0785
 LR0785  HISTORY     - Date     Condition        Report By
 LR0785  HISTORY     - 1958     MONUMENTED       CGS
 LR0785  HISTORY     - 1985     GOOD             NGS
 LR0785
 LR0785                          STATION DESCRIPTION
 LR0785
 LR0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0785'THE STATION IS LOCATED AIRLINE ABOUT 16-1/2 MILES SOUTH
 LR0785'SOUTHWEST OF BATTLE MOUNTAIN ON THE WEST SIDE OF STATE HIGHWAY
 LR0785'8 A.
 LR0785'
 LR0785'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BATTLE
 LR0785'MOUNTAIN GO NORTHWEST ON U.S. HIGHWAY 40 FOR 0.05 MILE TO THE
 LR0785'INTERSECTION OF STATE HIGHWAY 8 A.  TURN LEFT ON STATE HIGHWAY
 LR0785'8 A AND GO SOUTHWEST FOR 11.9 MILES TO A PAVED SIDE ROAD ON
 LR0785'THE RIGHT LEADING TO BUFFALO VALLEY, CONTINUE STRAIGHT AHEAD
 LR0785'FOR 5.6 MILES TO AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT
 LR0785'AHEAD FOR 0.65 MILE TO A GRAVELED ROAD ON THE RIGHT AND THE
 LR0785'STATION.
 LR0785'
 LR0785'THE STATION MARK IS A STANDARD DISK STAMPED BAIL 1958 CEMENTED
 LR0785'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LR0785'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 36 FEET NORTH
 LR0785'NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD, 115 FEET WEST
 LR0785'OF THE CENTER LINE OF STATE HIGHWAY 8 A, AND 112 FEET FROM THE
 LR0785'INTERSECTION POINT OF GRAVEL ROAD AND STATE HIGHWAY 8 A.
 LR0785'
 LR0785'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BAIL NO 1
 LR0785'1958 CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 LR0785'THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT THE
 LR0785'SAME ELEVATION AS THE STATION.
 LR0785'
 LR0785'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BAIL NO 2
 LR0785'1958 CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 LR0785'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 LR0785'THE SAME ELEVATION AS THE STATION.
 LR0785'
 LR0785'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BAIL 1958 CEMENTED
 LR0785'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LR0785'ABOUT 5 INCHES ABOVE THE GROUND.  IT IS ABOUT 33 FEET EAST OF
 LR0785'CENTER LINE OF STATE HIGHWAY 8 A.
 LR0785
 LR0785                          STATION RECOVERY (1985)
 LR0785
 LR0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LR0785'28.8 KM (17.9 MI) SOUTH FROM BATTLE MTN.
 LR0785'28.83 KM (17.92 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0785'AT BATTLE MTN, IN THE NORTHWEST CORNER OF INTERSECTION OF A DIM CROSS
 LR0785'ROADS, NEAR MILEPOST 100, 36.3 METERS (119 FT) WEST OF THE HIGHWAY
 LR0785'CENTERLINE, 88.0 METERS (289 FT) NORTHWEST OF THE MILEPOST,
 LR0785'52.1 METERS (171 FT) SOUTHEAST OF TELEPHONE POLE 113, 12.2 METERS
 LR0785'(40 FT) NORTH OF THE CENTER OF THE CENTER OF THE TRACK ROAD,
 LR0785'11.6 METERS (38.2 FT) SOUTH OF RM 1, 10.3 METERS (33.6 FT) WEST OF RM
 LR0785'2.
 LR0785'THE MARK IS 1.6 METERS  S FROM A WITNESS POST.
 LR0785'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0692 ***********************************************************************
 JP0692  DESIGNATION -  BAILEY
 JP0692  PID         -  JP0692
 JP0692  STATE/COUNTY-  NV/LINCOLN
 JP0692  USGS QUAD   -  FAIRVIEW PEAK (1971)
 JP0692
 JP0692                         *CURRENT SURVEY CONTROL
 JP0692  ___________________________________________________________________
 JP0692* NAD 83(1994)-  38 10 02.94979(N)    114 42 40.59093(W)     ADJUSTED  
 JP0692* NAVD 88     -      2030.5    (meters)    6662.     (feet)  VERTCON   
 JP0692  ___________________________________________________________________
 JP0692  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 JP0692  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 JP0692
 JP0692  HORZ ORDER  -  THIRD
 JP0692
 JP0692.The horizontal coordinates were established by classical geodetic methods
 JP0692.and adjusted by the National Geodetic Survey in June 1998..
 JP0692
 JP0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0692
 JP0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0692
 JP0692.The geoid height was determined by GEOID03.
 JP0692
 JP0692;                    North         East     Units Scale Factor Converg.
 JP0692;SPC NV E     - 8,379,551.766   276,413.539   MT  0.99997189   +0 32 20.1
 JP0692;SPC NV E     -27,491,912.75    906,866.75   sFT  0.99997189   +0 32 20.1
 JP0692;UTM  11      - 4,226,873.608   700,498.769   MT  1.00009512   +1 24 53.3
 JP0692
 JP0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0692!SPC NV E     -   0.99968508  x   0.99997189  =   0.99965698
 JP0692!UTM  11      -   0.99968508  x   1.00009512  =   0.99978017
 JP0692
 JP0692|---------------------------------------------------------------------|
 JP0692| PID    Reference Object                     Distance      Geod. Az  |
 JP0692|                                                           dddmmss.s |
 JP0692| CS8704 BAILEY RM 2                           4.545 METERS 06229     |
 JP0692| CS8703 BAILEY RM 1                           5.223 METERS 24848     |
 JP0692|---------------------------------------------------------------------|
 JP0692
 JP0692                          SUPERSEDED SURVEY CONTROL
 JP0692
 JP0692  NAD 83(1994)-  38 10 02.94857(N)    114 42 40.59031(W) AD(       ) 3
 JP0692  NAD 83(1986)-  38 10 02.94018(N)    114 42 40.59603(W) AD(       ) 3
 JP0692  NGVD 29 (01/04/94) 2029.3    (m)         6658.     (f) VERT ANG       
 JP0692
 JP0692.Superseded values are not recommended for survey control.
 JP0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0692.See file dsdata.txt to determine how the superseded data were derived.
 JP0692
 JP0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC0049926874(NAD 83)
 JP0692_MARKER: DS = TRIANGULATION STATION DISK
 JP0692_SETTING: 80 = SET IN A BOULDER
 JP0692_STAMPING: 6658
 JP0692_MARK LOGO: USGS  
 JP0692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JP0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0692+STABILITY: SURFACE MOTION
 JP0692
 JP0692  HISTORY     - Date     Condition        Report By
 JP0692  HISTORY     - 1915     MONUMENTED       USGS
 JP0692  HISTORY     - 1971     GOOD             USGS
 JP0692
 JP0692                          STATION DESCRIPTION
 JP0692
 JP0692'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 JP0692'LOCATED ABOUT 22 MI NW OF PIOCHE, 4.5 MI NW OF BRISTOL WELL, 1.1 MI SE
 JP0692'OF BAILEY SPRING, ON THE HIGHEST POINT OF A BRUSHY TOP.  TO REACH FROM
 JP0692'POST OFFICE IN PIOCHE DRIVE N ON US HIGHWAY 93 FOR 13.7 MI TO T-RD E
 JP0692'GOING TO SUNNYSIDE, FOLLOW THIS MAIN RD FOR 7.8 MI TO Y- RD, TAKE
 JP0692'RIGHT FORK FOR 3.0 MI TO Y-RD, TAKE RIGHT FORK FOR 1.4 MI TO A RD FK,
 JP0692'GO E ON A JEEP RD FOR 0.5 MI, GO N CROSS-COUNTRY FOR 0.5 MI TO
 JP0692'STATION.---CAN BE REACHED WITH A 4-WHEEL DRIVE---.  STATION
 JP0692'MARK--STANDARD TABLET STAMPED---6658---CEMENTED IN ROCK.  REFERENCE
 JP0692'MARK A--CHISELED CROSS IN A ROCK, 18.12 FT FROM STATION MARK.
 JP0692'REFERENCE MARK B--CHISELED CROSS IN A ROCK, 14.91 FT FROM STATION
 JP0692'MARK.
 JP0692
 JP0692                          STATION RECOVERY (1971)
 JP0692
 JP0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0692'RECOVERED AS DESCRIBED BY USGS IN 1915.
 JP0692'
 JP0692'LOCATED ABOUT 22 MI NW. OF PIOCHE, 4.5 MI NW. OF BRISTOL WELL,
 JP0692'1.1 MI SE. OF BAILEY SPRING.  ON HIGHEST POINT OF BRUSHY TOP.
 JP0692'
 JP0692'TO REACH FROM POST OFFICE IN PIOCHE, DRIVE 13.7 MI N. ON U.S.
 JP0692'HWY. 93 TO T-RD. E. TO SUNNYSIDE.  FOLLOW THIS MAIN RD. 7.8 MI TO
 JP0692'Y-RD.  TAKE RIGHT FORK 3.0 MI TO Y-RD.  TAKE RIGHT FORK 1.4 MI TO
 JP0692'RD. FORK.  GO E. ON JEEP RD. 0.5 MI.  GO CROSS-COUNTRY 0.5 MI N. TO
 JP0692'STATION.  (4-WHEEL DRIVE)
 JP0692'
 JP0692'STATION MARK--STANDARD TABLET STAMPED---6658---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0300 ***********************************************************************
 KP0300  DESIGNATION -  BAKER B
 KP0300  PID         -  KP0300
 KP0300  STATE/COUNTY-  NV/WHITE PINE
 KP0300  USGS QUAD   -  BAKER (1993)
 KP0300
 KP0300                         *CURRENT SURVEY CONTROL
 KP0300  ___________________________________________________________________
 KP0300* NAD 83(1986)-  39 00 35.     (N)    114 07 24.     (W)     SCALED    
 KP0300* NAVD 88     -      1622.919  (meters)    5324.53   (feet)  ADJUSTED  
 KP0300  ___________________________________________________________________
 KP0300  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 KP0300  DYNAMIC HT  -        1621.250 (meters)    5319.05  (feet)  COMP
 KP0300  MODELED GRAV-     979,543.0   (mgal)                       NAVD 88
 KP0300
 KP0300  VERT ORDER  -  FIRST     CLASS II
 KP0300
 KP0300.The horizontal coordinates were scaled from a topographic map and have
 KP0300.an estimated accuracy of +/- 6 seconds.
 KP0300
 KP0300.The orthometric height was determined by differential leveling
 KP0300.and adjusted by the National Geodetic Survey in June 1991..
 KP0300
 KP0300.The geoid height was determined by GEOID03.
 KP0300
 KP0300.The dynamic height is computed by dividing the NAVD 88
 KP0300.geopotential number by the normal gravity value computed on the
 KP0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0300.degrees latitude (g = 980.6199 gals.).
 KP0300
 KP0300.The modeled gravity was interpolated from observed gravity values.
 KP0300
 KP0300;                    North         East    Units  Estimated Accuracy
 KP0300;SPC NV E     - 8,473,690.      326,450.      MT  (+/- 180 meters Scaled)
 KP0300
 KP0300                          SUPERSEDED SURVEY CONTROL
 KP0300
 KP0300.No superseded survey control is available for this station.
 KP0300
 KP0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD490217(NAD 83)
 KP0300_MARKER: DG = GRAVITY STATION DISK
 KP0300_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KP0300_SP_SET: CONCRETE APRON
 KP0300_MARK LOGO: USAF  
 KP0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KP0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0300+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1994
 KP0300
 KP0300  HISTORY     - Date     Condition        Report By
 KP0300  HISTORY     - UNK      MONUMENTED       USAF
 KP0300  HISTORY     - 1984     GOOD             NGS
 KP0300  HISTORY     - 19940603 GOOD             NGS
 KP0300
 KP0300                          STATION DESCRIPTION
 KP0300
 KP0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0300'IN BAKER.
 KP0300'IN THE CONCRETE APRON FOR THE CONCRETE STEPS TO THE MAIN ENTRANCE TO
 KP0300'THE TERRY MOTEL OFFICE, 9.1 METERS (30 FT) WEST OF THE CENTER OF STATE
 KP0300'HIGHWAY 487 AND 0.2 METER (0.8 FT) SOUTHWEST OF THE SOUTHEAST CORNER
 KP0300'OF THE BOTTOM STEP.  NOTE--DISK HAS NO STAMPING.
 KP0300'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 KP0300
 KP0300                          STATION RECOVERY (1994)
 KP0300
 KP0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DW)
 KP0300'DISK IS STAMPED 'BAKER B' AND HAS GRAVITY ALIASES DOD 2360-1, IGB
 KP0300'12094B.  IT IS ON STEPS OF SILVER JACK GIFT SHOP, ACROSS STREET FROM
 KP0300'THE OUTLAW CAFE-BAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0464 ***********************************************************************
 KQ0464  DESIGNATION -  BALD
 KQ0464  PID         -  KQ0464
 KQ0464  STATE/COUNTY-  NV/NYE
 KQ0464  USGS QUAD   -  SOUTH SHOSHONE PEAK (1988)
 KQ0464
 KQ0464                         *CURRENT SURVEY CONTROL
 KQ0464  ___________________________________________________________________
 KQ0464* NAD 83(1994)-  39 00 25.44074(N)    117 33 35.06204(W)     ADJUSTED  
 KQ0464* NAVD 88     -      2885.2    (meters)    9466.     (feet)  VERTCON   
 KQ0464  ___________________________________________________________________
 KQ0464  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 KQ0464  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 KQ0464
 KQ0464  HORZ ORDER  -  SECOND
 KQ0464
 KQ0464.The horizontal coordinates were established by classical geodetic methods
 KQ0464.and adjusted by the National Geodetic Survey in June 1998..
 KQ0464
 KQ0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0464
 KQ0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0464
 KQ0464.The geoid height was determined by GEOID03.
 KQ0464
 KQ0464;                    North         East     Units Scale Factor Converg.
 KQ0464;SPC NV C     - 6,472,762.387   422,651.090   MT  0.99997365   -0 33 43.7
 KQ0464;SPC NV C     -21,236,054.60  1,386,647.78   sFT  0.99997365   -0 33 43.7
 KQ0464;UTM  11      - 4,317,709.807   451,535.839   MT  0.99962892   -0 21 08.3
 KQ0464
 KQ0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0464!SPC NV C     -   0.99955108  x   0.99997365  =   0.99952475
 KQ0464!UTM  11      -   0.99955108  x   0.99962892  =   0.99918017
 KQ0464
 KQ0464|---------------------------------------------------------------------|
 KQ0464| PID    Reference Object                     Distance      Geod. Az  |
 KQ0464|                                                           dddmmss.s |
 KQ0464| DA8678 BALD RM 2                             5.737 METERS 08114     |
 KQ0464| DA8676 BALD AZ MK                                         1630232.6 |
 KQ0464| DA8677 BALD RM 1                             7.091 METERS 30338     |
 KQ0464|---------------------------------------------------------------------|
 KQ0464
 KQ0464                          SUPERSEDED SURVEY CONTROL
 KQ0464
 KQ0464  NAD 83(1986)-  39 00 25.45153(N)    117 33 35.05889(W) AD(       ) 2
 KQ0464  NAD 27      -  39 00 25.71000(N)    117 33 31.70100(W) AD(       ) 2
 KQ0464  NGVD 29 (03/11/99) 2883.7    (m)         9461.     (f) VERT ANG       
 KQ0464
 KQ0464.Superseded values are not recommended for survey control.
 KQ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0464.See file dsdata.txt to determine how the superseded data were derived.
 KQ0464
 KQ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD5153617710(NAD 83)
 KQ0464_MARKER: DS = TRIANGULATION STATION DISK
 KQ0464_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0464_SP_SET: SET IN ROCK OUTCROP
 KQ0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0464+STABILITY: POSITION/ELEVATION WELL
 KQ0464
 KQ0464  HISTORY     - Date     Condition        Report By
 KQ0464  HISTORY     - 1946     MONUMENTED       USGS
 KQ0464  HISTORY     - 1963     GOOD             USGS
 KQ0464  HISTORY     - 1963     GOOD             USGS
 KQ0464
 KQ0464                          STATION DESCRIPTION
 KQ0464
 KQ0464'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (LSB)
 KQ0464'THE STATION IS LOCATED ABOUT 44 MILES (AIR LINE) SOUTHWEST OF
 KQ0464'AUSTIN, 26 MILES (AIR LINE) SOUTHEAST OF EASTGATE, AND 4 MILES
 KQ0464'(AIR LINE) NORTH OF THE VILLAGE OF LONE.  IT IS ON THE HIGHEST
 KQ0464'POINT OF A BALD, ROCKY HILL WHICH IS THE HIGHEST POINT IN THE
 KQ0464'NEAR VICINITY.
 KQ0464'
 KQ0464'TO REACH FROM THE POST OFFICE IN LONE, GO NORTHEAST ON THE BLADED
 KQ0464'ROAD FOR 2.3 MILES TO A TRACK ROAD LEFT.  TURN LEFT (NORTH)
 KQ0464'AND FOLLOW THE TRACK ROAD FOR 1.2 MILES TO THE AZIMUTH MARK ON
 KQ0464'THE LEFT.  CONTINUE ON THE TRACK ROAD FOR 0.1 MILE.  TURN RIGHT
 KQ0464'AND PICK WAY UP THE WASH FOR 0.8 MILE TO THE SADDLE AND THE END
 KQ0464'OF TRUCK TRAVEL.  PACK WESTERLY UP THE RIDGE TO THE HIGHEST
 KQ0464'POINT AND STATION.  THIS IS A 1 1/2-HOUR PACK.
 KQ0464'
 KQ0464'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 KQ0464'BALD 1946, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KQ0464'WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
 KQ0464'
 KQ0464'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 KQ0464'STAMPED NO 1, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 KQ0464'BEDROCK WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 1
 KQ0464'FOOT LOWER THAN THE STATION MARK.
 KQ0464'
 KQ0464'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY REFERENCE MARK STAMPED
 KQ0464'NO 2, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 KQ0464'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 18 INCHES
 KQ0464'LOWER THAN THE STATION MARK.
 KQ0464'
 KQ0464'THE AZIMUTH MARK, A STANDARD DISK STAMPED BALD USGS 1954, IS
 KQ0464'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT
 KQ0464'3 FEET ABOVE THE GROUND.  IT IS 15 FEET WEST OF THE TRACK ROAD.
 KQ0464'
 KQ0464'NOTE--THE DISTANCES TO AND THE DIRECTIONS ON THE REFERENCE MARKS
 KQ0464'WERE TAKEN ON THE POINTS OF THE ARROWS.
 KQ0464'
 KQ0464'IT REQUIRES A 4-WHEEL DRIVE VEHICLE TO DRIVE TO THE END OF
 KQ0464'TRUCK TRAVEL.
 KQ0464
 KQ0464                          STATION RECOVERY (1963)
 KQ0464
 KQ0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KQ0464'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-3, STATION 1001.
 KQ0464'
 KQ0464'LOCATED ABOUT 4 MI. NE. OF IONE ON A PROMINENT BALD PEAK KNOWN AS
 KQ0464'BALD MOUNTAIN.
 KQ0464'
 KQ0464'TO REACH FROM IONE, TAKE RD. LEADING TO REESE RIVER FOR 2.3 MI. TO A
 KQ0464'DIM RD. LEFT UP A CANYON, FOLLOW THIS RD. FOR 2.1 MI. TO END, LEAVE
 KQ0464'TRUCK AND CLIMB STEEP SLOPE TO NE. AND STATION, ABOUT A 2 HOUR PACK.
 KQ0464'
 KQ0464'STATION MARK--STANDARD TABLET STAMPED---BALD 1946---, CEMENTED IN
 KQ0464'SOLID ROCK.
 KQ0464'
 KQ0464'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED-
 KQ0464'--NO 1---, CEMENTED IN SOLID ROCK, 23.5 FT. FROM STATION MARK IN
 KQ0464'BEARING N 56 DEGREES 32 MINUTES W.
 KQ0464'
 KQ0464'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED-
 KQ0464'--NO 2---, CEMENTED IN SOLID ROCK, 18.9 FT. FROM STATION MARK IN
 KQ0464'BEARING N 80 DEGREES 46 MINUTES E.
 KQ0464
 KQ0464                          STATION RECOVERY (1963)
 KQ0464
 KQ0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KQ0464'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-3 STATION 1001. NEW
 KQ0464'DESCRIPTION TO FOLLOWS-- LOCATED ABOUT 4 MI NE OF IONE ON A PROMINENT
 KQ0464'BALD PEAK KNOWN AS BALD MOUNTAIN. TO REACH FROM IONE, TAKE RD LEADING
 KQ0464'REESE RIVER FOR 2.3 MI TO A DIM RD LEFT UP A CANYON, FOLLOW THIS RD
 KQ0464'FOR 2.1 MI TO END, LEAVE TRUCK AND CLIMB STEEP SLOPE TO NE AND
 KQ0464'STATION, ABOUT A 2 HOUR PACK. STATION MARK--STANDARD TABLET
 KQ0464'STAMPED---BALD 1946---CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0316 ***********************************************************************
 MV0316  DESIGNATION -  BALD
 MV0316  PID         -  MV0316
 MV0316  STATE/COUNTY-  NV/HUMBOLDT
 MV0316  USGS QUAD   -  DENIO (1990)
 MV0316
 MV0316                         *CURRENT SURVEY CONTROL
 MV0316  ___________________________________________________________________
 MV0316* NAD 83(1994)-  41 55 33.87300(N)    118 39 36.91367(W)     ADJUSTED  
 MV0316* NAVD 88     -      1805.0    (meters)    5922.     (feet)  VERTCON   
 MV0316  ___________________________________________________________________
 MV0316  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 MV0316  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 MV0316
 MV0316  HORZ ORDER  -  FIRST
 MV0316
 MV0316.The horizontal coordinates were established by classical geodetic methods
 MV0316.and adjusted by the National Geodetic Survey in June 1998..
 MV0316
 MV0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0316
 MV0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0316
 MV0316.The geoid height was determined by GEOID03.
 MV0316
 MV0316;                    North         East     Units Scale Factor Converg.
 MV0316;SPC NV W     - 4,796,490.808   793,620.348   MT  0.99990050   -0 03 05.0
 MV0316;SPC NV W     -15,736,486.93  2,603,736.09   sFT  0.99990050   -0 03 05.0
 MV0316;UTM  11      - 4,642,901.408   362,340.602   MT  0.99983319   -1 06 34.2
 MV0316
 MV0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0316!SPC NV W     -   0.99972010  x   0.99990050  =   0.99962063
 MV0316!UTM  11      -   0.99972010  x   0.99983319  =   0.99955334
 MV0316
 MV0316:                Primary Azimuth Mark                     Grid Az
 MV0316:SPC NV W     -  DENIO HOTEL FLAGPOLE                     018 57 40.3
 MV0316:UTM  11      -  DENIO HOTEL FLAGPOLE                     020 01 09.5
 MV0316
 MV0316|---------------------------------------------------------------------|
 MV0316| PID    Reference Object                     Distance      Geod. Az  |
 MV0316|                                                           dddmmss.s |
 MV0316| MV0317 DENIO HOTEL FLAGPOLE                APPROX. 7.9 KM 0185435.3 |
 MV0316| CD6721 BALD AZ MK 2                                       0463925.7 |
 MV0316| CD6722 BALD AZ MK                                         0503221.9 |
 MV0316| CD6724 BALD RM 2                             5.571 METERS 07031     |
 MV0316| CD6723 BALD RM 1                             4.186 METERS 32046     |
 MV0316|---------------------------------------------------------------------|
 MV0316
 MV0316                          SUPERSEDED SURVEY CONTROL
 MV0316
 MV0316  NAD 83(1991)-  41 55 33.87303(N)    118 39 36.91285(W) AD(       ) 1
 MV0316  NAD 83(1986)-  41 55 33.87723(N)    118 39 36.91273(W) AD(       ) 1
 MV0316  NAD 27      -  41 55 34.25200(N)    118 39 33.28800(W) AD(       ) 1
 MV0316  NGVD 29 (03/31/99) 1803.9    (m)         5918.     (f) VERT ANG       
 MV0316
 MV0316.Superseded values are not recommended for survey control.
 MV0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0316.See file dsdata.txt to determine how the superseded data were derived.
 MV0316
 MV0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG6234142901(NAD 83)
 MV0316_MARKER: DS = TRIANGULATION STATION DISK
 MV0316_SETTING: 66 = SET IN ROCK OUTCROP
 MV0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0316+STABILITY: POSITION/ELEVATION WELL
 MV0316
 MV0316  HISTORY     - Date     Condition        Report By
 MV0316  HISTORY     - 1935     MONUMENTED       CGS
 MV0316  HISTORY     - 1950     GOOD             CGS
 MV0316  HISTORY     - 1956     GOOD             CGS
 MV0316  HISTORY     - 1964     GOOD             USGS
 MV0316
 MV0316                          STATION DESCRIPTION
 MV0316
 MV0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 MV0316'STATION IS ON THE HIGHEST POINT OF THE MOUNTAIN AT THE EXTREME
 MV0316'N END OF THE PINE FOREST RANGE, 6 MILES, AIRLINE, S OF THE TOWN
 MV0316'OF DENIO, OREGON, AND IS THE FIRST MOUNTAIN S OF DENIO.
 MV0316'
 MV0316'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 MV0316'IN OUTCROPPING BEDROCK.  REFERENCE AND
 MV0316'AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 MV0316'
 MV0316'REACHED FROM DENIO AS FOLLOWS--GO S ON THE WINNEMUCCA ROAD 6
 MV0316'MILES TO A POINT JUST E OF THE MOUNTAIN.  TURN RIGHT ON A DIM
 MV0316'ROAD AND GO W AROUND THE S SIDE OF THE HILL, 0.9 MILE, TAKE
 MV0316'THE RIGHT FORK AND CONTINUE ON THE OLD ROAD 1.0 MILE TO ITS END
 MV0316'AT AN OLD CAMP SITE IN CANYON.  FROM HERE CLIMB NW UP THE SLOPE
 MV0316'TO THE HIGHEST POINT AND THE STATION.  A 1 HOUR PACK.
 MV0316'
 MV0316'AZIMUTH MARK IS ON THE E POINT OF THE FIRST RIDGE 1.0 MILE
 MV0316'NE OF THE STATION AND JUST W OF THE CANYON.
 MV0316
 MV0316                          STATION RECOVERY (1950)
 MV0316
 MV0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (EBL)
 MV0316'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND WERE
 MV0316'IN GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE LOCATED AND A
 MV0316'NEW AZIMUTH MARK WAS SET.  A NEW DESCRIPTION FOLLOWS--
 MV0316'
 MV0316'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF DENIO, OREGON
 MV0316'ON THE EXTREME NORTH END OF THE PINE FOREST RANGE, AND ON THE
 MV0316'HIGHEST ROCKY POINT.  THE MARK IS A BRONZE DISK STAMPED BALD 1935,
 MV0316'SET IN AN OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES.
 MV0316'
 MV0316'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED BALD NO 1 1935,
 MV0316'SET IN AN OUTCROPPING BEDROCK WHICH PROJECTS 3 INCHES.
 MV0316'
 MV0316'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED BALD NO 2 1935,
 MV0316'SET IN AN OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES.
 MV0316'
 MV0316'AZIMUTH MARK IS 0.2 MILE WEST OF A MAIN TRAVELED ROAD.  THE MARK
 MV0316'IS A BRONZE DISK STAMPED BALD 1950, SET IN A BOULDER WHICH
 MV0316'PROJECTS 1 FOOT.
 MV0316'
 MV0316'TO REACH THE STATION FROM DENIO, OREGON.  GO SOUTH TOWARDS
 MV0316'WINNEMUCCA, NEVADA FOR 5.1 MILES TO A ROAD FORK AND SIGNS CEDARVILLE
 MV0316'111 MI.  ALTURAS 134 MI.  DENIO 4 MI.  BURNS 150 MI.  CEDARVILLE
 MV0316'115 MI VIA DENIO 4 MI.  TURN SHARP RIGHT AND GO TOWARDS
 MV0316'CEDARVILLE FOR 1.6 MILES.  TURN LEFT AND GO WEST ACROSS
 MV0316'COUNTRY FOR 0.2 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 MV0316'CONTINUE WEST UP THE CANYON FOR 0.2 MILE TO THE END OF TRUCK
 MV0316'TRAVEL.  FROM THIS POINT PACK UP THE CANYON FOR 1-1/2 HOURS
 MV0316'TO A SADDLE.  TURN LEFT AND PACK SOUTH FOR 10 MINUTES TO THE
 MV0316'TOP OF A ROCKY HILL AND THE STATION.
 MV0316
 MV0316                          STATION RECOVERY (1956)
 MV0316
 MV0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MV0316'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 MV0316'AND FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 MV0316'OF THE ROUTE TO THE STATION IS ADEQUATE.
 MV0316'
 MV0316'NO OBSERVATIONS WERE MADE BY AN OBSERVING UNIT AT THIS TIME.
 MV0316
 MV0316                          STATION RECOVERY (1964)
 MV0316
 MV0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MV0316'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41118-4 STATION 1001
 MV0316'STATION MARK--STANDARD DISC WEDGED IN A DRILL HOLE IN OUTCROPPING
 MV0316'BEDROCK AND STAMPED---BALD 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0701 ***********************************************************************
 LQ0701  DESIGNATION -  BALD
 LQ0701  PID         -  LQ0701
 LQ0701  STATE/COUNTY-  NV/ELKO
 LQ0701  USGS QUAD   -  HIGH BALD PEAKS (1984)
 LQ0701
 LQ0701                         *CURRENT SURVEY CONTROL
 LQ0701  ___________________________________________________________________
 LQ0701* NAD 83(1994)-  40 14 39.86982(N)    115 08 21.58989(W)     ADJUSTED  
 LQ0701* NAVD 88     -      2820.0    (meters)    9252.     (feet)  VERTCON   
 LQ0701  ___________________________________________________________________
 LQ0701  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 LQ0701  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 LQ0701
 LQ0701  HORZ ORDER  -  FIRST
 LQ0701
 LQ0701.The horizontal coordinates were established by classical geodetic methods
 LQ0701.and adjusted by the National Geodetic Survey in June 1998..
 LQ0701
 LQ0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0701
 LQ0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0701
 LQ0701.The geoid height was determined by GEOID03.
 LQ0701
 LQ0701;                    North         East     Units Scale Factor Converg.
 LQ0701;SPC NV E     - 8,609,842.640   237,775.874   MT  0.99991756   +0 17 12.7
 LQ0701;SPC NV E     -28,247,458.73    780,103.01   sFT  0.99991756   +0 17 12.7
 LQ0701;UTM  11      - 4,456,545.247   658,263.135   MT  0.99990834   +1 12 08.4
 LQ0701
 LQ0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0701!SPC NV E     -   0.99956078  x   0.99991756  =   0.99947837
 LQ0701!UTM  11      -   0.99956078  x   0.99990834  =   0.99946916
 LQ0701
 LQ0701|---------------------------------------------------------------------|
 LQ0701| PID    Reference Object                     Distance      Geod. Az  |
 LQ0701|                                                           dddmmss.s |
 LQ0701| DD5326 BALD RM 1                            11.990 METERS 14331     |
 LQ0701| DD5325 BALD AZ MK                                         3222259.2 |
 LQ0701| DD5327 BALD RM 2                            15.302 METERS 33205     |
 LQ0701|---------------------------------------------------------------------|
 LQ0701
 LQ0701                          SUPERSEDED SURVEY CONTROL
 LQ0701
 LQ0701  NAD 83(1994)-  40 14 39.86784(N)    115 08 21.58667(W) AD(       ) 1
 LQ0701  NAD 83(1986)-  40 14 39.86630(N)    115 08 21.58647(W) AD(       ) 1
 LQ0701  NAD 27      -  40 14 40.11780(N)    115 08 18.44833(W) AD(       ) 1
 LQ0701  NGVD 29 (07/19/86) 2818.6    (m)         9247.     (f) VERT ANG       
 LQ0701
 LQ0701.Superseded values are not recommended for survey control.
 LQ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0701.See file dsdata.txt to determine how the superseded data were derived.
 LQ0701
 LQ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE5826356545(NAD 83)
 LQ0701_MARKER: DS = TRIANGULATION STATION DISK
 LQ0701_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0701_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LQ0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0701+STABILITY: POSITION/ELEVATION WELL
 LQ0701
 LQ0701  HISTORY     - Date     Condition        Report By
 LQ0701  HISTORY     - 1929     MONUMENTED       USGS
 LQ0701  HISTORY     - 1966     GOOD             USGS
 LQ0701
 LQ0701                          STATION DESCRIPTION
 LQ0701
 LQ0701'DESCRIBED BY US GEOLOGICAL SURVEY 1929 (CAA)
 LQ0701'THE STATION IS LOCATED ON THE HIGHEST PART OF THE HIGH BALD
 LQ0701'PEAKS IN THE MEDICINE RANGE.  IT IS 21 MILES WEST OF CURRIE
 LQ0701'AND 8-1/2 MILES NORTH OF THE ELKO-WHITE PINE COUNTY LINE.
 LQ0701'
 LQ0701'TO REACH THE STATION FROM CURRIE GO NORTH ALONG U.S. HIGHWAY 93 FOR
 LQ0701'4.7 MILES TO A SIDE ROAD LEFT AND SIGN BUTTE VALLEY.  TURN
 LQ0701'LEFT AND GO WEST ALONG GRADED ROAD FOR 3.0 MILES TO CATTLE
 LQ0701'GUARD, CONTINUE ALONG MAIN ROAD FOR 5.5 MILES TO A FORK.
 LQ0701'TAKE THE LEFT FORK AND GO WEST FOR 2.3 MILES TO A T-INTERSECTION.
 LQ0701'TURN LEFT AND GO SOUTH ALONG MAIN ROAD FOR 6.3 MILES TO A CATTLE
 LQ0701'GUARD.  CONTINUE WEST ALONG MAIN ROAD FOR 2.4 MILES TO A SIDE
 LQ0701'ROAD RIGHT JUST AFTER THE MAIN ROAD TURNS SOUTH.  TURN RIGHT
 LQ0701'AND GO WEST FOR 0.1 MILE TO A REVERSE FORK.  BEAR RIGHT ON GRAVEL
 LQ0701'ROAD FOR 0.05 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 LQ0701'WESTERLY ALONG THE TRACK ROAD FOR 2.5 MILES TO A
 LQ0701'CROSSROAD.  CONTINUE SOUTHWEST FOR 3.0 MILES TO A FORK.
 LQ0701'TAKE THE LEFT FORK FOR 0.6 MILE TO A FORK.  TAKE THE
 LQ0701'RIGHT FORK AND CONTINUE ALONG THE MAIN ROAD FOR 0.3 MILE TO A
 LQ0701'SPRING AND WATER TANK ON THE RIGHT.  CONTINUE AHEAD FOR 0.3
 LQ0701'MILE TO A FORK.  TAKE THE RIGHT FORK UP THE CANYON FOR 2.0
 LQ0701'MILES TO END OF GOOD ROAD AT A SHEEP CAMP.  CONTINUE UP
 LQ0701'CANYON FOR 0.35 MILE ON DIM TRACK ROAD TO A FORK IN
 LQ0701'CANYON, BEAR LEFT UP WASH FOR 75 YARDS, BEAR RIGHT UP
 LQ0701'ON RIDGE AND FOLLOW RIDGE FOR 0.6 MILE TO A SADDLE AND END OF
 LQ0701'TRUCK TRAVEL JUST BELOW A PROMINENT ROCK OUTCROP.  PACK TO
 LQ0701'TOP OF ROCK OUTCROP AND THE AZIMUTH MARK.  BEAR RIGHT AND
 LQ0701'GO SOUTHEAST ALONG THE SOUTH SIDE OF THE MOUNTAIN TO A RIDGE,
 LQ0701'CONTINUE ALONG THE RIDGE A SHORT DISTANCE TO HIGHEST
 LQ0701'POINT AND STATION.  A 4-WHEEL DRIVE REQUIRED.
 LQ0701'
 LQ0701'THE STATION MARK IS AN UNSTAMPED USGS TRIANGULATION STATION
 LQ0701'DISK SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 FOOT.
 LQ0701'
 LQ0701'REFERENCE MARK 1 IS A USGS REFERENCE MARK DISK STAMPED LGS 1929.
 LQ0701'IT IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 FOOT.
 LQ0701'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 LQ0701'
 LQ0701'REFERENCE MARK 2 IS A COAST AND GEODETIC SURVEY REFERENCE MARK
 LQ0701'DISK STAMPED BALD NO 2 1965.  IT IS SET IN A DRILL HOLE IN A
 LQ0701'BOULDER WHICH IS ABOUT 4 FEET LOWER THAN THE STATION.
 LQ0701'
 LQ0701'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BALD 1965.  IT IS SET
 LQ0701'IN A VERY PROMINENT ROCK OUTCROP AS DESCRIBED ABOVE.
 LQ0701'
 LQ0701'NOTE.  THE REFERENCE MARKS TO THIS STATION WERE MEASURED
 LQ0701'IN A VERY STRONG WIND AND MAY NOT BE AS GOOD AS EXPECTED.
 LQ0701'
 LQ0701'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LQ0701
 LQ0701                          STATION RECOVERY (1966)
 LQ0701
 LQ0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LQ0701'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-2 STATION 1009.
 LQ0701'STATION MARK--UNSTAMPED TABLET SET IN DRILL HOLE IN A BOULDER WHICH
 LQ0701'PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0978 ***********************************************************************
 LR0978  DESIGNATION -  BALD
 LR0978  PID         -  LR0978
 LR0978  STATE/COUNTY-  NV/LANDER
 LR0978  USGS QUAD   -  GOAT PEAK (1985)
 LR0978
 LR0978                         *CURRENT SURVEY CONTROL
 LR0978  ___________________________________________________________________
 LR0978* NAD 83(1994)-  40 16 12.37711(N)    116 57 07.74480(W)     ADJUSTED  
 LR0978* NAVD 88     -      2504.6    (meters)    8217.     (feet)  VERTCON   
 LR0978  ___________________________________________________________________
 LR0978  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 LR0978  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 LR0978
 LR0978  HORZ ORDER  -  THIRD
 LR0978
 LR0978.The horizontal coordinates were established by classical geodetic methods
 LR0978.and adjusted by the National Geodetic Survey in June 1998..
 LR0978
 LR0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0978
 LR0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0978
 LR0978.The geoid height was determined by GEOID03.
 LR0978
 LR0978;                    North         East     Units Scale Factor Converg.
 LR0978;SPC NV C     - 6,612,640.218   475,720.101   MT  0.99990725   -0 11 04.3
 LR0978;SPC NV C     -21,694,970.45  1,560,758.36   sFT  0.99990725   -0 11 04.3
 LR0978;UTM  11      - 4,457,738.003   504,068.210   MT  0.99960020   +0 01 51.3
 LR0978
 LR0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0978!SPC NV C     -   0.99961051  x   0.99990725  =   0.99951780
 LR0978!UTM  11      -   0.99961051  x   0.99960020  =   0.99921087
 LR0978
 LR0978                          SUPERSEDED SURVEY CONTROL
 LR0978
 LR0978  NAD 83(1986)-  40 16 12.38118(N)    116 57 07.73675(W) AD(       ) 3
 LR0978  NGVD 29 (07/11/94) 2503.3    (m)         8213.     (f) VERT ANG       
 LR0978
 LR0978.Superseded values are not recommended for survey control.
 LR0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0978.See file dsdata.txt to determine how the superseded data were derived.
 LR0978
 LR0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE0406857738(NAD 83)
 LR0978_MARKER: DD = SURVEY DISK
 LR0978_SETTING: 80 = SET IN A BOULDER
 LR0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0978
 LR0978  HISTORY     - Date     Condition        Report By
 LR0978  HISTORY     - 1937     MONUMENTED       USGS
 LR0978
 LR0978                          STATION DESCRIPTION
 LR0978
 LR0978'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 LR0978'LOCATED 3.3 MI. S. AND 14.3 MI. W. OF TENABO, ON DIVIDE BETWEEN REESE
 LR0978'RIVER AND CRESCENT VALLEY, ON TOP OF ROUNDED BALD MOUNTAIN WHICH IS
 LR0978'THE HIGHEST GROUND IN VICINITY, LOCALLY KNOWN AS HORSE MOUNTAIN.
 LR0978'
 LR0978'TO REACH FROM BATTLE MOUNTAIN, GO S. TOWARD AUSTIN 23.8 MI. TO POINT
 LR0978'WHERE TWO RDS. BRANCH FROM MAIN RD. ON E. SIDE, TAKE RIGHT HAND RD.
 LR0978'(SE.) AND GO 6.35 MI. TO ITS END AT ABANDONED SHEEP CORRAL AND SPRING
 LR0978'(END CAR TRAVEL), THENCE E. UP SAME RAVINE 0.4 MI. AND TURN LEFT (N.)
 LR0978'TO TOP OF FIRST RIDGE, FOLLOW THIS RIDGE E. TO TRAIL AT FOOT OF
 LR0978'MOUNTAINS, FOLLOW TRAIL NE. 0.4 MI. TO MAIN DRAIN AT A POINT 0.5 MI.
 LR0978'W. OF SADDLE, CROSS RAVINE HERE AND ASCEND RAVINE ENTERING FROM N.,
 LR0978'AT 300 YDS. LEAVE SPRING 20 FT. TO LEFT AND CONTINUE UP RAVINE 0.6
 LR0978'MI. TO TOP OF RIDGE, THENCE TURN RIGHT (E.) 400 YDS. TO STATION.
 LR0978'
 LR0978'STATION MARK--STANDARD TABLET STAMPED----BALD 1937----CEMENTED IN
 LR0978'BOULDER.
 LR0978'
 LR0978'REFERENCE MARK NO. 1--STANDARD RM TABLET STAMPED----1----CEMENTED IN
 LR0978'BOULDER, 64.41 FT. FROM STATION MARK 2 DEGREES 21 MINUTES.
 LR0978'
 LR0978'REFERENCE MARK NO. 2--STANDARD RM TABLET STAMPED----2----IN ROCK IN
 LR0978'PLACE, 83.25 FT. FROM STATION MARK 292 DEGREES 12 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1056 ***********************************************************************
 JR1056  DESIGNATION -  BALD MOUNTAIN
 JR1056  PID         -  JR1056
 JR1056  STATE/COUNTY-  NV/MINERAL
 JR1056  USGS QUAD   -  REESE RIVER CANYON (1988)
 JR1056
 JR1056                         *CURRENT SURVEY CONTROL
 JR1056  ___________________________________________________________________
 JR1056* NAD 83(1994)-  38 47 03.68293(N)    118 50 03.61708(W)     ADJUSTED  
 JR1056* NAVD 88     -      2802.7    (meters)    9195.     (feet)  VERTCON   
 JR1056  ___________________________________________________________________
 JR1056  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 JR1056  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 JR1056
 JR1056  HORZ ORDER  -  FIRST
 JR1056
 JR1056.The horizontal coordinates were established by classical geodetic methods
 JR1056.and adjusted by the National Geodetic Survey in June 1998..
 JR1056
 JR1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1056
 JR1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1056
 JR1056.The geoid height was determined by GEOID03.
 JR1056
 JR1056;                    North         East     Units Scale Factor Converg.
 JR1056;SPC NV W     - 4,447,691.468   778,192.681   MT  0.99990585   -0 09 26.0
 JR1056;SPC NV W     -14,592,134.42  2,553,120.49   sFT  0.99990585   -0 09 26.0
 JR1056;UTM  11      - 4,294,444.687   340,674.515   MT  0.99991259   -1 08 57.3
 JR1056
 JR1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1056!SPC NV W     -   0.99956432  x   0.99990585  =   0.99947021
 JR1056!UTM  11      -   0.99956432  x   0.99991259  =   0.99947694
 JR1056
 JR1056|---------------------------------------------------------------------|
 JR1056| PID    Reference Object                     Distance      Geod. Az  |
 JR1056|                                                           dddmmss.s |
 JR1056| DA8671 BALD MOUNTAIN RM 2                    5.179 METERS 10107     |
 JR1056| JR0939 RYAN                                APPROX.35.2 KM 1102147.9 |
 JR1056| JR1014 HAWTHORNE NAVAL BASE AWY BCN        APPROX.32.1 KM 1383714.9 |
 JR1056| JR1057 BALD MOUNTAIN                        17.560 METERS 19911     |
 JR1056| DA8669 BALD MOUNTAIN AZ MK                                2991347.7 |
 JR1056| DA8670 BALD MOUNTAIN RM 1                    6.846 METERS 33722     |
 JR1056|---------------------------------------------------------------------|
 JR1056
 JR1056                          SUPERSEDED SURVEY CONTROL
 JR1056
 JR1056  NAD 83(1992)-  38 47 03.68851(N)    118 50 03.60334(W) AD(       ) 1
 JR1056  NAD 83(1986)-  38 47 03.67225(N)    118 50 03.60055(W) AD(       ) 1
 JR1056  NAD 27      -  38 47 03.96800(N)    118 50 00.07600(W) AD(       ) 1
 JR1056  NGVD 29 (03/15/94) 2801.4    (m)         9191.     (f) VERT ANG       
 JR1056
 JR1056.Superseded values are not recommended for survey control.
 JR1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1056.See file dsdata.txt to determine how the superseded data were derived.
 JR1056
 JR1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC4067594445(NAD 83)
 JR1056_MARKER: DS = TRIANGULATION STATION DISK
 JR1056_SETTING: 80 = SET IN A BOULDER
 JR1056_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JR1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1056
 JR1056  HISTORY     - Date     Condition        Report By
 JR1056  HISTORY     - 1935     MONUMENTED       CGS
 JR1056  HISTORY     - 1954     GOOD             USGS
 JR1056  HISTORY     - 1955     GOOD             USGS
 JR1056  HISTORY     - 1963     GOOD             USGS
 JR1056  HISTORY     - 1963     GOOD             USGS
 JR1056
 JR1056                          STATION DESCRIPTION
 JR1056
 JR1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 JR1056'ABOUT 18 MILES, AIRLINE, NW OF HAWTHORNE AND 4 MILES W OF
 JR1056'WALKER LAKE, ON THE N END OF WASSUK RANGE BETWEEN PENROD
 JR1056'CANYON ON THE N, AND COPPER CANYON ON THE S, THE CENTER AND
 JR1056'HIGHEST OF THREE BALD POINTS OF THE HIGHEST RIDGE IN VICINITY.
 JR1056'
 JR1056'SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 JR1056'IN A BOULDER.  REFERENCE AND AZIMUTH
 JR1056'MARKS ARE STANDARD BRONZE DISKS IN A BOULDER.
 JR1056'
 JR1056'REACHED FROM HAWTHORNE AS FOLLOWS--GO N ON FALLON HIGHWAY
 JR1056'11.4 MILES.  TURN LEFT ON MT. GRANT-WHEELER PASS ROAD AND
 JR1056'GO 6.4 MILES TO SIGN READING WHEELER PASS AND YERRINGTON,
 JR1056'TURN RIGHT AND GO OVER WHEELER PASS, FOLLOWING THE MAIN-TRAVELED
 JR1056'ROAD FOR 13.0 MILES TO FARMHOUSE AND SCHOOLHOUSE ON LEFT.
 JR1056'CONTINUE FOR 1.2 MILES TO A SIGN READING SUNNY SLOPE MINE,
 JR1056'TURN RIGHT AND GO 4.5 MILES, TAKE THE LEFT FORK AND FOLLOW
 JR1056'MAIN-TRAVELED ROAD TO MINE 3.3 MILES, AND END OF TRUCK TRAVEL.
 JR1056'
 JR1056'AZIMUTH MARK LIES 1/2 MILE W, ON FIRST ROCKY KNOB FROM STATION.
 JR1056'
 JR1056'U.S.G.S. BALD MT. LIES S STATION IN BOULDER, A DRILL HOLE.
 JR1056
 JR1056                          STATION RECOVERY (1954)
 JR1056
 JR1056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JR1056'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 JR1056
 JR1056                          STATION RECOVERY (1955)
 JR1056
 JR1056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JR1056'RECOVERED AS DESCRIBED BY CGS.
 JR1056
 JR1056                          STATION RECOVERY (1963)
 JR1056
 JR1056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JR1056'RECOVERED AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.
 JR1056
 JR1056                          STATION RECOVERY (1963)
 JR1056
 JR1056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JR1056'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38118-4, STATION 1001.
 JR1056'
 JR1056'STATION REACHED BY HELICOPTER.
 JR1056'
 JR1056'NOTE--USGS BALD MOUNTAIN (WITNESS MARK) IS 57.61 FT. FROM STATION
 JR1056'MARK 19 DEGREES 11 MINUTES.
 JR1056'
 JR1056'SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 JR1056'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1057 ***********************************************************************
 JR1057  DESIGNATION -  BALD MOUNTAIN
 JR1057  PID         -  JR1057
 JR1057  STATE/COUNTY-  NV/MINERAL
 JR1057  USGS QUAD   -  REESE RIVER CANYON (1988)
 JR1057
 JR1057                         *CURRENT SURVEY CONTROL
 JR1057  ___________________________________________________________________
 JR1057* NAD 83(1994)-  38 47 03.14507(N)    118 50 03.85606(W)     ADJUSTED  
 JR1057* NAVD 88     -      2802.     (meters)    9193.     (feet)  SCALED    
 JR1057  ___________________________________________________________________
 JR1057  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 JR1057  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 JR1057
 JR1057  HORZ ORDER  -  SECOND
 JR1057
 JR1057.The horizontal coordinates were established by classical geodetic methods
 JR1057.and adjusted by the National Geodetic Survey in June 1998..
 JR1057
 JR1057.The orthometric height was scaled from a topographic map.
 JR1057
 JR1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1057
 JR1057.The geoid height was determined by GEOID03.
 JR1057
 JR1057;                    North         East     Units Scale Factor Converg.
 JR1057;SPC NV W     - 4,447,674.899   778,186.868   MT  0.99990586   -0 09 26.2
 JR1057;SPC NV W     -14,592,080.06  2,553,101.42   sFT  0.99990586   -0 09 26.2
 JR1057;UTM  11      - 4,294,428.222   340,668.416   MT  0.99991262   -1 08 57.5
 JR1057
 JR1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1057!SPC NV W     -   0.99956438  x   0.99990586  =   0.99947028
 JR1057!UTM  11      -   0.99956438  x   0.99991262  =   0.99947704
 JR1057
 JR1057                          SUPERSEDED SURVEY CONTROL
 JR1057
 JR1057  NAD 83(1992)-  38 47 03.15066(N)    118 50 03.84231(W) AD(       ) 2
 JR1057  NAD 83(1986)-  38 47 03.13439(N)    118 50 03.83952(W) AD(       ) 2
 JR1057  NAD 27      -  38 47 03.43000(N)    118 50 00.31500(W) AD(       ) 2
 JR1057
 JR1057.Superseded values are not recommended for survey control.
 JR1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1057.See file dsdata.txt to determine how the superseded data were derived.
 JR1057
 JR1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC4066894428(NAD 83)
 JR1057_MARKER: H = DRILL HOLE
 JR1057_SETTING: 0 = UNSPECIFIED SETTING
 JR1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1057
 JR1057  HISTORY     - Date     Condition        Report By
 JR1057  HISTORY     - 1935     MONUMENTED       USGS
 JR1057
 JR1057                          STATION DESCRIPTION
 JR1057
 JR1057'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 JR1057'REACHED FROM HAWTHORNE AS FOLLOWS--GO N ON FALLON HIGHWAY
 JR1057'11.4 MILES.  TURN LEFT ON MT. GRANT-WHEELER PASS ROAD AND
 JR1057'GO 6.4 MILES TO SIGN READING WHEELER PASS AND YERRINGTON,
 JR1057'TURN RIGHT AND GO OVER WHEELER PASS, FOLLOWING THE MAIN-TRAVELED
 JR1057'ROAD FOR 13.0 MILES TO FARMHOUSE AND SCHOOLHOUSE ON LEFT.
 JR1057'CONTINUE FOR 1.2 MILES TO A SIGN READING SUNNY SLOPE MINE,
 JR1057'TURN RIGHT AND GO 4.5 MILES, TAKE THE LEFT FORK AND FOLLOW
 JR1057'MAIN-TRAVELED ROAD TO MINE 3.3 MILES, AND END OF TRUCK TRAVEL.
 JR1057'
 JR1057'U.S.G.S. BALD MT. LIES S BALD MT. IN BOULDER, A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0383 ***********************************************************************
 HP0383  DESIGNATION -  BALD MOUNTAIN
 HP0383  PID         -  HP0383
 HP0383  STATE/COUNTY-  NV/LINCOLN
 HP0383  USGS QUAD   -  GROOM RANGE (1989)
 HP0383
 HP0383                         *CURRENT SURVEY CONTROL
 HP0383  ___________________________________________________________________
 HP0383* NAD 83(1994)-  37 26 58.37789(N)    115 44 01.43527(W)     ADJUSTED  
 HP0383* NAVD 88     -      2850.5    (meters)    9352.     (feet)  VERTCON   
 HP0383  ___________________________________________________________________
 HP0383  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 HP0383  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 HP0383
 HP0383  HORZ ORDER  -  FIRST
 HP0383
 HP0383.The horizontal coordinates were established by classical geodetic methods
 HP0383.and adjusted by the National Geodetic Survey in June 1998..
 HP0383
 HP0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0383
 HP0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0383
 HP0383.The geoid height was determined by GEOID03.
 HP0383
 HP0383;                    North         East     Units Scale Factor Converg.
 HP0383;SPC NV E     - 8,299,525.141   186,693.314   MT  0.99990218   -0 05 29.2
 HP0383;SPC NV E     -27,229,358.73    612,509.65   sFT  0.99990218   -0 05 29.2
 HP0383;SPC NV C     - 6,299,923.171   582,543.336   MT  0.99998390   +0 34 02.3
 HP0383;SPC NV C     -20,668,997.94  1,911,227.59   sFT  0.99998390   +0 34 02.3
 HP0383;UTM  11      - 4,145,496.892   612,003.180   MT  0.99975452   +0 46 12.2
 HP0383
 HP0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0383!SPC NV E     -   0.99955685  x   0.99990218  =   0.99945908
 HP0383!SPC NV C     -   0.99955685  x   0.99998390  =   0.99954076
 HP0383!UTM  11      -   0.99955685  x   0.99975452  =   0.99931148
 HP0383
 HP0383:                Primary Azimuth Mark                     Grid Az
 HP0383:SPC NV E     -  ORE BIN TEM PIUTE MILL                   006 22 38.7
 HP0383:SPC NV C     -  ORE BIN TEM PIUTE MILL                   005 43 07.2
 HP0383:UTM  11      -  ORE BIN TEM PIUTE MILL                   005 30 57.3
 HP0383
 HP0383|---------------------------------------------------------------------|
 HP0383| PID    Reference Object                     Distance      Geod. Az  |
 HP0383|                                                           dddmmss.s |
 HP0383| HP0390 ORE BIN TEM PIUTE MILL              APPROX.25.8 KM 0061709.5 |
 HP0383| DD5321 BALD MOUNTAIN RM 2                   13.345 METERS 09705     |
 HP0383| HP0386 STUMBLE                             APPROX. 5.4 KM 2874614.1 |
 HP0383| DD5320 BALD MOUNTAIN RM 1                   13.085 METERS 35802     |
 HP0383|---------------------------------------------------------------------|
 HP0383
 HP0383                          SUPERSEDED SURVEY CONTROL
 HP0383
 HP0383  NAD 83(1986)-  37 26 58.37289(N)    115 44 01.43920(W) AD(       ) 1
 HP0383  NAD 27      -  37 26 58.53300(N)    115 43 58.32100(W) AD(       ) 1
 HP0383  NGVD 29 (07/19/86) 2849.3    (m)         9348.     (f) VERT ANG       
 HP0383
 HP0383.Superseded values are not recommended for survey control.
 HP0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0383.See file dsdata.txt to determine how the superseded data were derived.
 HP0383
 HP0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB1200345497(NAD 83)
 HP0383_MARKER: DS = TRIANGULATION STATION DISK
 HP0383_SETTING: 80 = SET IN A BOULDER
 HP0383_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HP0383
 HP0383  HISTORY     - Date     Condition        Report By
 HP0383  HISTORY     - 1944     MONUMENTED       CGS
 HP0383  HISTORY     - 1952     GOOD             AMS
 HP0383
 HP0383                          STATION DESCRIPTION
 HP0383
 HP0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0383'STATION IS ABOUT 9 MILES (AIR LINE) NNE OF GROOM, ABOUT 28
 HP0383'MILES WSW OF CRYSTAL SPRINGS, ON THE S AND HIGHEST SUMMIT
 HP0383'OF BALD MOUNTAIN.  THE MOUNTAIN IS ROUND, SMOOTH-TOPPED,
 HP0383'AND BARREN, AND IS THE HIGHEST POINT IN THE VICINITY.
 HP0383'
 HP0383'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER FLUSH
 HP0383'WITH THE GROUND ON THE HIGHEST POINT OF THE MOUNTAIN WHICH
 HP0383'IS THE S SUMMIT.  IT IS STAMPED BALD MTN 1944.
 HP0383'
 HP0383'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0383'FLUSH WITH THE GROUND AND IS APPROXIMATELY 5-1/2 FEET LOWER
 HP0383'THAN THE STATION.  IT IS STAMPED BALD MTN NO 1 1944.
 HP0383'
 HP0383'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0383'FLUSH WITH THE GROUND AND IS APPROXIMATELY 3 FEET LOWER THAN
 HP0383'THE STATION.  IT IS STAMPED BALD MTN NO 2 1944.
 HP0383'
 HP0383'AZIMUTH MARK IS U.S.C.AND G.S. STATION STUMBLE.
 HP0383'
 HP0383'TO REACH STATION FROM CRYSTAL SPRINGS, FROM THE JUNCTION OF
 HP0383'THE HIKO AND TONOPAH ROADS, GO SW TOWARD TONOPAH FOR 13.7 MILES
 HP0383'TO THE JUNCTION OF GROOM AND TONOPAH ROADS.  HERE TAKE THE LEFT
 HP0383'FORK TOWARD GROOM AND KEEP ON THE MAIN-TRAVELED ROAD FOR 22.6
 HP0383'MILES TO A T-INTERSECTION.  HERE THE MAIN ROAD GOES N TO GROOM.
 HP0383'TAKE THE LEFT FORK S FOR 0.6 MILE TO THE E EDGE OF A DRY LAKE.
 HP0383'HERE TURN W AND GO ACROSS THE N EDGE OF THE LAKE AND OVER A
 HP0383'LOW PASS FOR 12.9 MILES TO A CROSSROADS.  HERE TURN RIGHT AND
 HP0383'FOLLOW TRACK ROAD NE FOR 1.4 MILES TO A CORRAL AND WATER
 HP0383'TANK.  FROM HERE CONTINUE E ALONG PIPE LINE ON TRACK ROAD FOR
 HP0383'4.2 MILES TO A CONCRETE WATER TANK ON THE RIGHT.  CONTINUE
 HP0383'STRAIGHT AHEAD ON ROAD INTO A LARGE WASH AND FOLLOW PIPE LINE
 HP0383'FOR 1.5 MILES TO A FORK.  HERE THE LEFT FORK GOES TO
 HP0383'STATION STUMBLE.  TAKE THE RIGHT FORK STRAIGHT AHEAD ALONG THE
 HP0383'PIPE LINE FOR 0.4 MILE TO A FORK.  TAKE THE LEFT FORK ALONG THE PIPE
 HP0383'LINE FOR 2.3 MILES TO A FORK IN THE TIMBER.  HERE TURN RIGHT
 HP0383'(S), GO 0.3 MILE ON A TRACK ROAD.  TURN LEFT UP RIDGE, CROSS
 HP0383'COUNTRY FOR 0.2 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 HP0383'PACK UP WASH E TO THE TOP OF THE SADDLE TO THE SW OF THE PEAK.
 HP0383'TURN LEFT AND GO NE TO THE TOP OF THE MOUNTAIN AND STATION.
 HP0383'
 HP0383'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 HP0383
 HP0383                          STATION RECOVERY (1952)
 HP0383
 HP0383'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HP0383'STATION AND THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 HP0383'AND AS DESCRIBED.
 HP0383'
 HP0383'THE STATION IS LOCATED ON THE SOUTHERNMOST AND HIGHEST OF TWO
 HP0383'BALD PEAKS AND IS ON THE HIGHEST POINT OF THE PEAK.  106 FEET NW
 HP0383'AND 2 FEET HIGHER THAN TOP END OF RIDGE TO SE.  367 FEET NNW OF THE
 HP0383'WESTERNMOST OF TWO TREES WHICH ARE ON THE HIGHER SE SLOPE OF
 HP0383'THE MOUNTAIN.  565 FEET SE OF AN ISOLATED TREE WHICH IS JUST WEST
 HP0383'OF A SADDLE.  494 FEET SSE OF A SADDLE.  614 FEET SSE OF A POINT
 HP0383'OF ROCK OUTCROP WHICH IS ON THE RIDGE LINE, NEAREST TO AND NNW OF
 HP0383'THE SADDLE.
 HP0383'
 HP0383'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A
 HP0383'BURIED BOULDER PROJECTING 0.3 FOOT AND IS STAMPED BALD MTN 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0424 ***********************************************************************
 KP0424  DESIGNATION -  BALD MTN
 KP0424  PID         -  KP0424
 KP0424  STATE/COUNTY-  NV/WHITE PINE
 KP0424  USGS QUAD   -  BIG BALD MOUNTAIN (1990)
 KP0424
 KP0424                         *CURRENT SURVEY CONTROL
 KP0424  ___________________________________________________________________
 KP0424* NAD 83(1994)-  39 57 55.07313(N)    115 33 41.27877(W)     ADJUSTED  
 KP0424* NAVD 88     -      2836.9    (meters)    9307.     (feet)  VERTCON   
 KP0424  ___________________________________________________________________
 KP0424  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 KP0424  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 KP0424
 KP0424  HORZ ORDER  -  FIRST
 KP0424
 KP0424.The horizontal coordinates were established by classical geodetic methods
 KP0424.and adjusted by the National Geodetic Survey in June 1998..
 KP0424
 KP0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0424
 KP0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0424
 KP0424.The geoid height was determined by GEOID03.
 KP0424
 KP0424;                    North         East     Units Scale Factor Converg.
 KP0424;SPC NV E     - 8,578,759.946   201,868.066   MT  0.99990004   +0 00 50.6
 KP0424;SPC NV E     -28,145,481.59    662,295.48   sFT  0.99990004   +0 00 50.6
 KP0424;UTM  11      - 4,424,896.426   622,857.224   MT  0.99978582   +0 55 26.8
 KP0424
 KP0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0424!SPC NV E     -   0.99955821  x   0.99990004  =   0.99945830
 KP0424!UTM  11      -   0.99955821  x   0.99978582  =   0.99934413
 KP0424
 KP0424|---------------------------------------------------------------------|
 KP0424| PID    Reference Object                     Distance      Geod. Az  |
 KP0424|                                                           dddmmss.s |
 KP0424| DD5324 BALD MTN RM 2                         8.311 METERS 12550     |
 KP0424| DD5322 BALD MTN AZ MK                                     1294120.2 |
 KP0424| DD5323 BALD MTN RM 1                         6.659 METERS 30554     |
 KP0424|---------------------------------------------------------------------|
 KP0424
 KP0424                          SUPERSEDED SURVEY CONTROL
 KP0424
 KP0424  NAD 83(1986)-  39 57 55.07109(N)    115 33 41.27463(W) AD(       ) 1
 KP0424  NAD 27      -  39 57 55.32427(N)    115 33 38.11354(W) AD(       ) 1
 KP0424  NGVD 29 (07/19/86) 2835.6    (m)         9303.     (f) VERT ANG       
 KP0424
 KP0424.Superseded values are not recommended for survey control.
 KP0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0424.See file dsdata.txt to determine how the superseded data were derived.
 KP0424
 KP0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE2285724896(NAD 83)
 KP0424_MARKER: DS = TRIANGULATION STATION DISK
 KP0424_SETTING: 66 = SET IN ROCK OUTCROP
 KP0424_PROJECTION: FLUSH
 KP0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0424+STABILITY: POSITION/ELEVATION WELL
 KP0424
 KP0424  HISTORY     - Date     Condition        Report By
 KP0424  HISTORY     - 1947     MONUMENTED       USGS
 KP0424  HISTORY     - 1933     GOOD             USGS
 KP0424  HISTORY     - 1965     GOOD             CGS
 KP0424  HISTORY     - 1966     GOOD             USGS
 KP0424  HISTORY     - 1967     GOOD             CGS
 KP0424
 KP0424                          STATION DESCRIPTION
 KP0424
 KP0424'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (FAR)
 KP0424'THE STATION IS ABOUT 39 MILES, AIRLINE, NORTH-NORTHEAST OF
 KP0424'EUREKA, AND 11 MILES, AIRLINE, EAST OF THE NEWARK-ELKO ROAD, ON
 KP0424'THE SUMMIT OF A HIGH BARREN MOUNTAIN WHICH IS THE HIGHEST POINT IN
 KP0424'THE VICINITY AND EASILY DISTINGUISHED FROM THE COLD CREEK RANCH.
 KP0424'
 KP0424'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY STATION
 KP0424'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 KP0424'APPROXIMATELY 18 INCHES SQUARE AND PROJECTS 3 INCHES ABOVE THE
 KP0424'SURFACE OF THE GROUND.  IT IS STAMPED BALD MTN 1933.
 KP0424'
 KP0424'REFERENCE MARK NO. 1 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 KP0424'CEMENTED IN OUTCROPPING BEDROCK WHICH PROJECTS 6 INCHES ON THE
 KP0424'WEST AND 3 INCHES ON THE EAST.  IS 2 FEET LOWER THAN THE
 KP0424'STATION MARK, AND 1 FOOT SOUTHWEST OF A SMALL ROCK CAIRN.  IT
 KP0424'IS STAMPED BALD MTN NO 1 1933.
 KP0424'
 KP0424'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 KP0424'HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 KP0424'IS 6 FEET LOWER THAN THE STATION MARK, AND 6 INCHES SOUTHWEST.
 KP0424'IT IS STAMPED BALD MT NO 2 1940.
 KP0424'
 KP0424'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KP0424'IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND 2
 KP0424'FEET SOUTHEAST OF A SMALL ROCK CAIRN.  IT IS IN A SADDLE ON THE
 KP0424'SAME RIDGE AS THE STATION AND ABOUT 300 FEET LOWER.  IT IS
 KP0424'STAMPED BALD MT 1940.
 KP0424'
 KP0424'TO REACH THE STATION FROM THE ENTRANCE TO COLD CREEK RANCH GO
 KP0424'NORTH ON THE ROAD TOWARD ELKO FOR 2.3 MILES TO A T-ROAD EAST.
 KP0424'TURN RIGHT, EAST, AND GO 2.7 MILES ON A GRADED ROAD TO FORKS.  TAKE
 KP0424'THE LEFT FORK NORTHEASTERLY FOR 1.5 MILES TO FORKS.  TAKE THE
 KP0424'RIGHT FORK 0.35 MILES TO CROSSROADS.  TURN LEFT AND GO 4.65 MILES
 KP0424'NORTHERLY TO FORKS.  TAKE THE RIGHT FORK AND GO 2.2 MILES
 KP0424'NORTHEAST TO FORKS IN A DRAW.  TAKE THE LEFT FORK AND GO 0.6
 KP0424'MILES TO A GROUP OF OLD MINING BUILDINGS.  CONTINUE ON THE
 KP0424'ROAD FOR 100 YARDS TO A WASH ON THE RIGHT.  TURN RIGHT AND GO
 KP0424'NORTHERLY UP THE WASH THENCE BEAR RIGHT ON RIDGE AND GO 0.6 MILE
 KP0424'TO THE END OF TRUCK TRAVEL.  A 4 WHEEL-DRIVE VEHICLE IS
 KP0424'NECESSARY FOR THE LAST 0.6 MILE.  FROM HERE PACK UP STEEP
 KP0424'RIDGE NORTH THENCE EASTERLY ALONG THE TOP TO THE HIGHEST
 KP0424'POINT AND STATION.  A 1-1/2 HOUR PACK.
 KP0424
 KP0424                          STATION RECOVERY (1933)
 KP0424
 KP0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 KP0424'LOCATED ON HIGHEST PEAK KNOWN LOCALLY AS NORTH BALD MOUNTAIN.
 KP0424'TO REACH FROM SIMONSEN, DRIVE 2.25 MI NE. THENCE 2.9 MI E. THENCE 2.1
 KP0424'MI NE. THENCE 1.25 MI N. THENCE 5.9 MI NE. TO BALD BOUNTAIN MINING
 KP0424'DISTRICT. TAKE RD. 2.4 MI UP SOUTH FORK OF WATER CANYON (MOUTH OF
 KP0424'CANYON IS ABOUT 200 FT S. OF NEWLY INSTALLED STAMP MILL). THENCE 0.6
 KP0424'MI N. TO OLD CABIN AND END OF RD. HIKE NORTHWESTERLY UP RIDGE TO
 KP0424'STATION. A 1-HOUR HIKE.
 KP0424'STATION MARK--STANDARD TABLET STAMPED---BALD MTN 1933, CEMENTED IN
 KP0424'BEDROCK.
 KP0424'RM 1--STANDARD RM TABLET STAMPED---BALD MTN NO 1 1933---, CEMENTED IN
 KP0424'SOLID ROCK OUTCROP.
 KP0424'RM 2--1-INCH DRILL HOLE IN SOLID ROCK OUTCROP.
 KP0424
 KP0424                          STATION RECOVERY (1965)
 KP0424
 KP0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KP0424'STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION
 KP0424'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DIRECTION
 KP0424'TO THE AZIMUTH MARK CHECKED, A DIFFERENCE IN THE DIRECTION
 KP0424'TO THE REFERENCE MARKS WAS FOUND, THE DISTANCE TO BOTH REFERENCE
 KP0424'MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 KP0424'
 KP0424'DUE TO SOME CHANGES IN THE AREA A NEW DESCRIPTION FOLLOWS.
 KP0424'
 KP0424'THE STATION IS LOCATED ABOUT 39 MILES NORTH-NORTHEAST OF EUREKA,
 KP0424'11 MILES EAST OF THE NEWARK-ELKO ROAD, ON THE SUMMIT OF A HIGH
 KP0424'BARREN MOUNTAIN WHICH IS THE HIGHEST POINT IN THE VICINITY AND
 KP0424'EASILY DISTINGUISHED FROM THE COLD CREEK RANCH.
 KP0424'
 KP0424'TO REACH FROM ELY, GO WEST ON U.S. HIGHWAY 50 FOR 63.3 MILES
 KP0424'TO THE ELDORADO CAFE ON LEFT, TURN RIGHT, GO NORTH ON PAVED
 KP0424'ROAD FOR 36.4 MILES TO A SIDE ROAD RIGHT AND SIGN WARM SPRINGS,
 KP0424'TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 3.1 MILES TO A SIDE
 KP0424'ROAD LEFT, TURN LEFT, GO NORTHEAST FOR 1.65 MILES TO FORK, TAKE
 KP0424'LEFT FORK AND FOLLOW MAIN ROAD FOR 0.45 MILE TO A REVERSE
 KP0424'FORK RIGHT, CONTINUE NORTH FOR 1.3 MILES TO A FORK AND SIGN
 KP0424'BALD MTN, TAKE RIGHT FORK AND GO 3.25 MILES TO FORK, TAKE
 KP0424'RIGHT FORK AND GO 2.3 MILES TO FORK, TAKE RIGHT FORK OVER
 KP0424'RIDGE AND DOWN CANYON, THEN EAST UP CANYON FOR 0.65 MILE TO A
 KP0424'LOG CABIN ON LEFT AND TWO STOCK PONDS ON RIGHT, CONTINUE
 KP0424'UP CANYON FOR 0.7 MILE TO A STOCK POND ON LEFT, CONTINUE
 KP0424'AHEAD FOR 0.15 MILE TO A TRACK ROAD LEFT LEADING UP THE
 KP0424'CENTER OF THREE RIDGES, TURN LEFT AND GO UP MIDDLE RIDGE FOR
 KP0424'1.0 MILES TO A STEEP GRAY ROCKY POINT AND END OF TRUCK
 KP0424'TRAVEL.  FROM THIS POINT PACK NORTH UP HILL TO A SADDLE
 KP0424'ON EAST-WEST RIDGE, BEAR LEFT AND GO WEST-NORTHWEST ALONG
 KP0424'TOP OF RIDGE TO THE HIGHEST POINT AND STATION.
 KP0424'
 KP0424'REQUIRED A 4 WHEEL DRIVE VEHICLE FOR THE LAST MILE AND APPROXIMATELY
 KP0424'ONE HOUR AND FIFTEEN MINUTE PACK.
 KP0424'
 KP0424'AZIMUTH MARK IS LOCATED ABOUT 300 YARDS WEST OF THE SADDLE
 KP0424'AND ON THE EXTREME SOUTH SIDE OF A RIDGE AT A SMALL ROCK
 KP0424'CAIRN.
 KP0424'
 KP0424'STATION MARK, A U.S. GEOLOGICAL SURVEY TRIANGULATION DISK
 KP0424'STAMPED BALD MTN 1933, IS SET IN A DRILL HOLE IN OUTCROP OF
 KP0424'BEDROCK ON THE HIGHEST PART OF MOUNTAIN.
 KP0424'
 KP0424'REFERENCE MARK NO. 1, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 KP0424'STAMPED BALD MTN NO 1 1933, IS SET IN A DRILL HOLE IN A OUTCROP
 KP0424'OF BEDROCK ABOUT 2 FEET LOWER THAN THE STATION.
 KP0424'
 KP0424'REFERENCE MARK NO. 2, STANDARD DISK STAMPED BALD MTN 1940,
 KP0424'IS SET IN A DRILL HOLE IN OUTCROP OF BEDROCK ABOUT 3 FEET LOWER
 KP0424'THAN THE STATION.
 KP0424'
 KP0424'AZIMUTH MARK, A STANDARD DISK STAMPED BALD MT. 1940, IS SET IN
 KP0424'A DRILL HOLE IN OUTCROP OF BEDROCK ALONG THE SOUTH EDGE OF
 KP0424'A EAST-WEST RIDGE ABOUT 3 FEET NORTHWEST OF A SMALL ROCK CAIRN.
 KP0424'
 KP0424'HEIGHT OF LIGHT ABOVE STATION MARK 4.53 FEET.
 KP0424'
 KP0424'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--39 MILES
 KP0424'NORTH-NORTHEAST OF EUREKA.
 KP0424
 KP0424                          STATION RECOVERY (1966)
 KP0424
 KP0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KP0424'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39115-4 STATION 1001.
 KP0424'STATION MARK--STANDARD TABLET CEMENTED IN A DRILL HOLE IN OUTCROPPING
 KP0424'BEDROCK WHICH IS ABOUT 18 INCHES SQUARE AND PROJECTS 3 INCHES ABOVE
 KP0424'THE SURFACE OF THE GROUND AND STAMPED---BALD MTN 1933---. REFERENCE
 KP0424'MARK NO. 2--THE NUMBER---2---IN RM2 IS DEFACED.
 KP0424
 KP0424                          STATION RECOVERY (1967)
 KP0424
 KP0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0424'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KP0424'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 KP0424'DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE CHECKED
 KP0424'AND FOUND TO BE CORRECT.  THE 1965 DESCRIPTION IS ADEQUATE.
 KP0424'
 KP0424'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--39 MILES
 KP0424'NORTH-NORTHEAST OF EUREKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0462 ***********************************************************************
 KP0462  DESIGNATION -  BALD MTN
 KP0462  PID         -  KP0462
 KP0462  STATE/COUNTY-  NV/WHITE PINE
 KP0462  USGS QUAD   -  WILLOW GROVE (1990)
 KP0462
 KP0462                         *CURRENT SURVEY CONTROL
 KP0462  ___________________________________________________________________
 KP0462* NAD 83(1994)-  39 04 54.22810(N)    115 19 04.21987(W)     ADJUSTED  
 KP0462* NAVD 88     -      2699.4    (meters)    8856.     (feet)  VERTCON   
 KP0462  ___________________________________________________________________
 KP0462  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 KP0462  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 KP0462
 KP0462  HORZ ORDER  -  THIRD
 KP0462
 KP0462.The horizontal coordinates were established by classical geodetic methods
 KP0462.and adjusted by the National Geodetic Survey in June 1998..
 KP0462
 KP0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0462
 KP0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0462
 KP0462.The geoid height was determined by GEOID03.
 KP0462
 KP0462;                    North         East     Units Scale Factor Converg.
 KP0462;SPC NV E     - 8,480,704.496   222,970.070   MT  0.99990649   +0 10 02.6
 KP0462;SPC NV E     -27,823,778.00    731,527.64   sFT  0.99990649   +0 10 02.6
 KP0462;UTM  11      - 4,327,193.034   645,497.896   MT  0.99986067   +1 03 38.4
 KP0462
 KP0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0462!SPC NV E     -   0.99957995  x   0.99990649  =   0.99948648
 KP0462!UTM  11      -   0.99957995  x   0.99986067  =   0.99944068
 KP0462
 KP0462|---------------------------------------------------------------------|
 KP0462| PID    Reference Object                     Distance      Geod. Az  |
 KP0462|                                                           dddmmss.s |
 KP0462| AH7995 BALD MTN RM 2                         8.156 METERS 00524     |
 KP0462| AH7994 BALD MTN RM 1                        17.032 METERS 24120     |
 KP0462|---------------------------------------------------------------------|
 KP0462
 KP0462                          SUPERSEDED SURVEY CONTROL
 KP0462
 KP0462  NAD 83(1994)-  39 04 54.22387(N)    115 19 04.22076(W) AD(       ) 3
 KP0462  NAD 83(1986)-  39 04 54.22304(N)    115 19 04.22018(W) AD(       ) 3
 KP0462  NGVD 29 (01/04/94) 2698.0    (m)         8852.     (f) VERT ANG       
 KP0462
 KP0462.Superseded values are not recommended for survey control.
 KP0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0462.See file dsdata.txt to determine how the superseded data were derived.
 KP0462
 KP0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD4549827193(NAD 83)
 KP0462_MARKER: DS = TRIANGULATION STATION DISK
 KP0462_SETTING: 80 = SET IN A BOULDER
 KP0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0462+STABILITY: SURFACE MOTION
 KP0462
 KP0462  HISTORY     - Date     Condition        Report By
 KP0462  HISTORY     - 1947     MONUMENTED       USGS
 KP0462
 KP0462                          STATION DESCRIPTION
 KP0462
 KP0462'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 KP0462'LOCATED ABOUT 2.5 MI N. AND 1.5 MI E. OF ELLISON CREEK RANGER
 KP0462'STATION.  ON HIGHEST POINT OF PROMINENT MOUNTAIN KNOWN AS BALD
 KP0462'MOUNTAIN.
 KP0462'
 KP0462'TO REACH FROM ELLISON CREEK RANGER STATION, DRIVE ABOUT 4.0 MI
 KP0462'DOWN CANYON TO WHERE RD. FORKS LEFT TO ILLIPAH.  GO 7.1 MI N. ON
 KP0462'THIS RD.  TAKE LEFT FORK UP SLOPE 2.1 MI TO FENCE.  GO THROUGH
 KP0462'SMALL FENCED PASTURE AND TURN LEFT FOLLOWING POOR RD. 1.6 MI TO
 KP0462'SMALL RESERVOIR AND END OF TRUCK TRAVEL.  STATION IS ON HIGH
 KP0462'MOUNTAIN ABOUT 1.0 MI TO W.  ABOUT A 1-1/2 HOUR PACK.
 KP0462'
 KP0462'STATION MARK--STANDARD TABLET STAMPED---BALD MT 1947---, CEMENTED
 KP0462'IN EMBEDDED BOULDER.
 KP0462'
 KP0462'RM 1--STANDARD RM TABLET STAMPED---BALD MT NO 1---, CEMENTED IN
 KP0462'BEDROCK.
 KP0462'
 KP0462'RM 2--CHISELED CROSS IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0552 ***********************************************************************
 KQ0552  DESIGNATION -  BALD MTN
 KQ0552  PID         -  KQ0552
 KQ0552  STATE/COUNTY-  NV/EUREKA
 KQ0552  USGS QUAD   -  WELL CANYON (1990)
 KQ0552
 KQ0552                         *CURRENT SURVEY CONTROL
 KQ0552  ___________________________________________________________________
 KQ0552* NAD 83(1994)-  39 17 38.79226(N)    116 26 48.42629(W)     ADJUSTED  
 KQ0552* NAVD 88     -      2989.4    (meters)    9808.     (feet)  VERTCON   
 KQ0552  ___________________________________________________________________
 KQ0552  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 KQ0552  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 KQ0552
 KQ0552  HORZ ORDER  -  THIRD
 KQ0552
 KQ0552.The horizontal coordinates were established by classical geodetic methods
 KQ0552.and adjusted by the National Geodetic Survey in June 1998..
 KQ0552
 KQ0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0552
 KQ0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0552
 KQ0552.The geoid height was determined by GEOID03.
 KQ0552
 KQ0552;                    North         East     Units Scale Factor Converg.
 KQ0552;SPC NV E     - 8,504,602.130   125,519.808   MT  0.99996828   -0 32 48.7
 KQ0552;SPC NV E     -27,902,182.15    411,809.57   sFT  0.99996828   -0 32 48.7
 KQ0552;UTM  11      - 4,349,560.852   547,705.048   MT  0.99962802   +0 21 01.3
 KQ0552
 KQ0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0552!SPC NV E     -   0.99953456  x   0.99996828  =   0.99950285
 KQ0552!UTM  11      -   0.99953456  x   0.99962802  =   0.99916275
 KQ0552
 KQ0552                          SUPERSEDED SURVEY CONTROL
 KQ0552
 KQ0552  NAD 83(1986)-  39 17 38.79280(N)    116 26 48.42593(W) AD(       ) 3
 KQ0552  NGVD 29 (04/13/94) 2987.9    (m)         9803.     (f) VERT ANG       
 KQ0552
 KQ0552.Superseded values are not recommended for survey control.
 KQ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0552.See file dsdata.txt to determine how the superseded data were derived.
 KQ0552
 KQ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND4770549561(NAD 83)
 KQ0552_MARKER: P = PIPE CAP
 KQ0552_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KQ0552_SP_SET: IRON PIPE IN GROUND UNDER CAIRN
 KQ0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0552
 KQ0552  HISTORY     - Date     Condition        Report By
 KQ0552  HISTORY     - 1955     MONUMENTED       USGS
 KQ0552
 KQ0552                          STATION DESCRIPTION
 KQ0552
 KQ0552'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0552'LOCATED ABOUT 32.3 MI. SW. OF EUREKA AND 15.0 MI. S. OF U.S. HIGHWAY
 KQ0552'50, ON HIGHEST ROUND TOP OF BALD MOUNTAIN, SW. OF ARDAN RANCH.
 KQ0552'
 KQ0552'TO REACH FROM EUREKA POST OFFICE, DRIVE W. TOWARD AUSTIN ALONG U.S.
 KQ0552'HWY. 50 FOR 19.2 MI. TO ANTELOPE VALLEY ROAD, LEFT, MARKED BY
 KQ0552'ANTELOPE VALLEY-- SIGN, TURN S. ALONG ANTELOPE VALLEY ROAD 16.2 MI.
 KQ0552'TO RD. FORKS AND SIGN --ARDAN RANCH--, TAKE RIGHT FORK 3.0 MI. TO RD.
 KQ0552'FORKS, TAKE LEFT FORK 4.6 MI. TO CANYON, TURN LEFT AND LEAVE RD. AND
 KQ0552'DRIVE ACROSS COUNTRY UP CANYON 1.1 MI.  PACK UP CANYON TO TOP AND
 KQ0552'STATION.  ABOUT 1-1/2 HR. PACK.
 KQ0552'
 KQ0552'STATION MARK  A 1-1/2 IN. GALVANIZED IRON PIPE WITH CAP STAMPED--
 KQ0552'BALD MTN 1955----SET IN GROUND UNDER A 4 FT. CAIRN.
 KQ0552'
 KQ0552'REFERENCE MARK NO. 1  A 1/2 IN. GALVANIZED PIPE DRIVEN INTO GROUND,
 KQ0552'55.57 FT. FROM STATION MARK 12 DEGREES 34 MINUTES.
 KQ0552'
 KQ0552'REFERENCE MARK NO. 2 A 7/8 IN. STAR DRILL DRIVEN INTO GROUND, 29.95
 KQ0552'FT. FROM STATION MARK 263 DEGREES 56 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1004 ***********************************************************************
 JR1004  DESIGNATION -  BALD PEAK
 JR1004  PID         -  JR1004
 JR1004  STATE/COUNTY-  NV/MINERAL
 JR1004  USGS QUAD   -  AURORA (1989)
 JR1004
 JR1004                         *CURRENT SURVEY CONTROL
 JR1004  ___________________________________________________________________
 JR1004* NAD 83(1994)-  38 18 11.16629(N)    118 58 14.68314(W)     ADJUSTED  
 JR1004* NAVD 88     -      2689.9    (meters)    8825.     (feet)  VERTCON   
 JR1004  ___________________________________________________________________
 JR1004  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 JR1004  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 JR1004
 JR1004  HORZ ORDER  -  SECOND
 JR1004
 JR1004.The horizontal coordinates were established by classical geodetic methods
 JR1004.and adjusted by the National Geodetic Survey in June 1998..
 JR1004
 JR1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1004
 JR1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1004
 JR1004.The geoid height was determined by GEOID03.
 JR1004
 JR1004;                    North         East     Units Scale Factor Converg.
 JR1004;SPC NV W     - 4,394,315.360   766,116.510   MT  0.99991413   -0 14 24.5
 JR1004;SPC NV W     -14,417,016.31  2,513,500.58   sFT  0.99991413   -0 14 24.5
 JR1004;SPC CA 3     -   701,208.186 2,133,754.254   MT  0.99997551   +0 56 10.5
 JR1004;SPC CA 3     - 2,300,547.19  7,000,492.08   sFT  0.99997551   +0 56 10.5
 JR1004;UTM  11      - 4,241,282.938   327,680.454   MT  0.99996570   -1 13 18.5
 JR1004
 JR1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1004!SPC NV W     -   0.99958194  x   0.99991413  =   0.99949611
 JR1004!SPC CA 3     -   0.99958194  x   0.99997551  =   0.99955746
 JR1004!UTM  11      -   0.99958194  x   0.99996570  =   0.99954766
 JR1004
 JR1004|---------------------------------------------------------------------|
 JR1004| PID    Reference Object                     Distance      Geod. Az  |
 JR1004|                                                           dddmmss.s |
 JR1004| DA8674 BALD PEAK RM 1                       17.695 METERS 02308     |
 JR1004| JR1054 MOUNT GRANT                         APPROX.33.5 KM 0274625.8 |
 JR1004| JR1008 HUMBOLDT STACK                      APPROX. 7.3 KM 1013906.4 |
 JR1004| JR0995 AURORA PEAK                         APPROX.10.0 KM 1061706.1 |
 JR1004| JR1007 DEL MONTE STACK                     APPROX. 7.2 KM 1075459.0 |
 JR1004| DA8675 BALD PEAK RM 2                       25.040 METERS 11437     |
 JR1004| JR0997 VON SCHMIDT 283 MI POST             APPROX. 3.8 KM 1542521.9 |
 JR1004| JR1009 VON SCHMIDT 281 MI POST             APPROX. 1.5 KM 2101235.3 |
 JR1004| JR1094 VON SCHMIDT 278 MI POST             APPROX. 4.8 KM 2933135.6 |
 JR1004|---------------------------------------------------------------------|
 JR1004
 JR1004                          SUPERSEDED SURVEY CONTROL
 JR1004
 JR1004  NAD 83(1992)-  38 18 11.16551(N)    118 58 14.68292(W) AD(       ) 2
 JR1004  NAD 83(1986)-  38 18 11.15577(N)    118 58 14.67810(W) AD(       ) 2
 JR1004  NAD 27      -  38 18 11.43500(N)    118 58 11.15300(W) AD(       ) 2
 JR1004  NGVD 29 (06/01/94) 2688.5    (m)         8821.     (f) VERT ANG       
 JR1004
 JR1004.Superseded values are not recommended for survey control.
 JR1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1004.See file dsdata.txt to determine how the superseded data were derived.
 JR1004
 JR1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC2768041283(NAD 83)
 JR1004_MARKER: Z = SEE DESCRIPTION
 JR1004_SETTING: 66 = SET IN ROCK OUTCROP
 JR1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1004
 JR1004  HISTORY     - Date     Condition        Report By
 JR1004  HISTORY     - 1894     MONUMENTED       CGS
 JR1004  HISTORY     - 1934     SEE DESCRIPTION  CGS
 JR1004  HISTORY     - 1940     GOOD             USFS
 JR1004  HISTORY     - 1955     GOOD             USGS
 JR1004
 JR1004                          STATION DESCRIPTION
 JR1004
 JR1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (CHS)
 JR1004'THIS STATION IS LOCATED ON A BALD PEAK THAT RISES FROM THE
 JR1004'TABLE-LAND BETWEEN ROUGH CREEK AND BODIE CREEK, AND IS ABOUT
 JR1004'A MILE N OF STATION BEAUTY PEAK.
 JR1004'
 JR1004'IT IS ABOUT 2-1/2 MILES NE OF GREGORYS RANCH AND CAN BE REACHED
 JR1004'FROM THERE BY FOLLOWING TRAIL TO THE E UPSIDE OF MOUNTAIN
 JR1004'TO THE TABLE LAND THENCE 1 MILE E TO STATION.
 JR1004'
 JR1004'FROM THIS PEAK A FINE VIEW CAN BE HAD OF ROUGH CREEK AND
 JR1004'BODIE CREEK VALLEYS TO THE N.
 JR1004'
 JR1004'THE PEAK IS BARE OF VEGETATION EXCEPT STUNTED SAGEBRUSH, AND
 JR1004'IS COVERED WITH GRANITE ROCKS FROM 6 INCHES TO 6 FEET IN
 JR1004'DIAMETER.
 JR1004'
 JR1004'STATION IS ON HIGHEST POINT OF PEAK AND IS MARKED BY A HOLE
 JR1004'DRILLED IN A ROCK PROJECTING 3 FEET ABOVE THE GENERAL SURFACE.
 JR1004'A POLE WAS ERECTED OVER THIS AND A ROCK CAIRN BUILT AROUND SAME.
 JR1004
 JR1004                          STATION RECOVERY (1934)
 JR1004
 JR1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CP)
 JR1004'STATION IS ON THE HIGHEST POINT OF A BALD ROCKY PEAK, 7000
 JR1004'FEET HIGH THAT LIES ABOUT 1.0 MILE NE OF THE CALIFORNIA-NEVADA
 JR1004'BOUNDARY AND ABOUT 1 MILE NNE OF BEAUTY PEAK, A PEAK OF ABOUT
 JR1004'THE SAME ELEVATION.  STATION IS ABOUT 3 MILES AIR LINE W OF
 JR1004'THE BODIE-HAWTHORNE ROAD.
 JR1004'
 JR1004'NEW MARKS WERE ESTABLISHED.  THE STATION MARK IS A STANDARD
 JR1004'DISK PLACED IN THE SAME HOLE THAT WAS USED BY THE BOUNDARY
 JR1004'SURVEY.  THE REFERENCE MARKS ARE STANDARD DISKS WEDGED IN
 JR1004'DRILL HOLES IN OUTCROPPING BEDROCK.
 JR1004'
 JR1004'BEST REACHED FROM BODIE AS FOLLOWS--GO N ON THE HAWTHORNE
 JR1004'ROAD 5.3 MILES OR 0.3 MILE PAST A RANCH HOUSE, TURN LEFT ON
 JR1004'AN OLD ROAD THAT RUNS ALONG A FENCE LINE, FOLLOW THIS ROAD 3.3
 JR1004'MILES, GOING THROUGH TWO GATES AND AVOIDING THE WASHED PLACES
 JR1004'IN THE ROAD, TO THE TOP OF THE GRADE, TURN RIGHT ON AN OLD DIM
 JR1004'ROAD THAT HEADS FOR THE PEAK AND GO 1.1 MILES, LEAVE THE ROAD
 JR1004'AND HEAD E TOWARDS THE PEAK, 0.6 MILE DISTANT.  A TRUCK CAN BE
 JR1004'DRIVEN TO THE TOP, THE GOING BEING STEEP BUT FIRM.  DRIVE
 JR1004'STATION BEAUTY PEAK IS SW ABOUT 1 MILE AND IS USED AS AN
 JR1004'AZIMUTH MARK.
 JR1004
 JR1004                          STATION RECOVERY (1940)
 JR1004
 JR1004'RECOVERY NOTE BY US FOREST SERVICE 1940
 JR1004'RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARKS FOUND
 JR1004'IN A-1 CONDITION.
 JR1004
 JR1004                          STATION RECOVERY (1955)
 JR1004
 JR1004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JR1004'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38118-3, STATION 1017.
 JR1004'
 JR1004'NOTE BY USGS--FOUND AS DESCRIBED BY C AND GS, ALL MARKS WERE IN
 JR1004'GOOD CONDITION.
 JR1004'
 JR1004'STATION MARK--A STANDARD DISK PLACED IN A HOLE DRILLED IN A ROCK
 JR1004'PROJECTING 3 FEET ABOVE THE GENERAL SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0885 ***********************************************************************
 HQ0885  DESIGNATION -  BALDWIN
 HQ0885  PID         -  HQ0885
 HQ0885  STATE/COUNTY-  NV/ESMERALDA
 HQ0885  USGS QUAD   -  GOLD MOUNTAIN (1988)
 HQ0885
 HQ0885                         *CURRENT SURVEY CONTROL
 HQ0885  ___________________________________________________________________
 HQ0885* NAD 83(1994)-  37 09 34.17003(N)    117 21 09.59100(W)     ADJUSTED  
 HQ0885* NAVD 88     -      2069.     (meters)    6788.     (feet)  SCALED    
 HQ0885  ___________________________________________________________________
 HQ0885  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 HQ0885  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 HQ0885
 HQ0885  HORZ ORDER  -  THIRD
 HQ0885
 HQ0885.The horizontal coordinates were established by classical geodetic methods
 HQ0885.and adjusted by the National Geodetic Survey in June 1998..
 HQ0885
 HQ0885.The orthometric height was scaled from a topographic map.
 HQ0885
 HQ0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0885
 HQ0885.The geoid height was determined by GEOID03.
 HQ0885
 HQ0885;                    North         East     Units Scale Factor Converg.
 HQ0885;SPC NV W     - 4,268,035.301   909,306.058   MT  1.00004714   +0 44 36.4
 HQ0885;SPC NV W     -14,002,712.48  2,983,281.63   sFT  1.00004714   +0 44 36.4
 HQ0885;SPC NV C     - 6,267,546.483   439,071.686   MT  0.99994572   -0 24 51.8
 HQ0885;SPC NV C     -20,562,775.42  1,440,521.02   sFT  0.99994572   -0 24 51.8
 HQ0885;SPC CA 4     -   703,892.911 2,146,315.774   MT  0.99998405   +0 58 58.0
 HQ0885;SPC CA 4     - 2,309,355.33  7,041,704.34   sFT  0.99998405   +0 58 58.0
 HQ0885;UTM  11      - 4,112,623.749   468,686.937   MT  0.99961208   -0 12 46.9
 HQ0885
 HQ0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0885!SPC NV W     -   0.99967963  x   1.00004714  =   0.99972675
 HQ0885!SPC NV C     -   0.99967963  x   0.99994572  =   0.99962536
 HQ0885!SPC CA 4     -   0.99967963  x   0.99998405  =   0.99966368
 HQ0885!UTM  11      -   0.99967963  x   0.99961208  =   0.99929183
 HQ0885
 HQ0885:                Primary Azimuth Mark                     Grid Az
 HQ0885:SPC NV W     -  PALMETTO                                 275 15 20.4
 HQ0885:SPC NV C     -  PALMETTO                                 276 24 48.6
 HQ0885:SPC CA 4     -  PALMETTO                                 275 00 58.8
 HQ0885:UTM  11      -  PALMETTO                                 276 12 43.7
 HQ0885
 HQ0885|---------------------------------------------------------------------|
 HQ0885| PID    Reference Object                     Distance      Geod. Az  |
 HQ0885|                                                           dddmmss.s |
 HQ0885| HQ0905 PALMETTO                            APPROX. 4.3 KM 2755956.8 |
 HQ0885|---------------------------------------------------------------------|
 HQ0885
 HQ0885                          SUPERSEDED SURVEY CONTROL
 HQ0885
 HQ0885  NAD 83(1992)-  37 09 34.16383(N)    117 21 09.58565(W) AD(       ) 3
 HQ0885  NAD 83(1986)-  37 09 34.16433(N)    117 21 09.59324(W) AD(       ) 3
 HQ0885  NAD 27      -  37 09 34.41400(N)    117 21 06.33500(W) AD(       ) 3
 HQ0885
 HQ0885.Superseded values are not recommended for survey control.
 HQ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0885.See file dsdata.txt to determine how the superseded data were derived.
 HQ0885
 HQ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB6868712624(NAD 83)
 HQ0885_MARKER: H = DRILL HOLE
 HQ0885_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0885_SP_SET: SET IN BEDROCK
 HQ0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0885+STABILITY: POSITION/ELEVATION WELL
 HQ0885
 HQ0885  HISTORY     - Date     Condition        Report By
 HQ0885  HISTORY     - 1895     MONUMENTED       CGS
 HQ0885
 HQ0885                          STATION DESCRIPTION
 HQ0885
 HQ0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HQ0885'LONG TOP MOUNTAIN ABOUT CENTER OF RIDGE IS A MASS OF BLACK
 HQ0885'LAVA STONE.  A DRILL HOLE AND PILE OF STONE AROUND POLE MARK
 HQ0885'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0323 ***********************************************************************
 KP0323  DESIGNATION -  BALDY MTN CAIRN
 KP0323  PID         -  KP0323
 KP0323  STATE/COUNTY-  NV/WHITE PINE
 KP0323  USGS QUAD   -  WINDY PEAK (1993)
 KP0323
 KP0323                         *CURRENT SURVEY CONTROL
 KP0323  ___________________________________________________________________
 KP0323* NAD 83(1994)-  39 01 12.66156(N)    114 19 22.34453(W)     ADJUSTED  
 KP0323* NAVD 88     -                                                        
 KP0323  ___________________________________________________________________
 KP0323  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 KP0323  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 KP0323
 KP0323  HORZ ORDER  -  THIRD
 KP0323
 KP0323.The horizontal coordinates were established by classical geodetic methods
 KP0323.and adjusted by the National Geodetic Survey in June 1998..
 KP0323
 KP0323
 KP0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0323
 KP0323.The geoid height was determined by GEOID03.
 KP0323
 KP0323;                    North         East     Units Scale Factor Converg.
 KP0323;SPC NV E     - 8,474,594.936   309,149.006   MT  1.00004665   +0 47 37.2
 KP0323;SPC NV E     -27,803,733.55  1,014,266.36   sFT  1.00004665   +0 47 37.2
 KP0323;UTM  11      - 4,322,426.821   731,768.863   MT  1.00026149   +1 41 10.5
 KP0323
 KP0323                          SUPERSEDED SURVEY CONTROL
 KP0323
 KP0323  NAD 83(1994)-  39 01 12.66152(N)    114 19 22.34457(W) AD(       ) 4
 KP0323  NAD 83(1986)-  39 01 12.65704(N)    114 19 22.35381(W) AD(       ) 4
 KP0323  NAD 27      -  39 01 12.85600(N)    114 19 19.35900(W) AD(       ) 3
 KP0323
 KP0323.Superseded values are not recommended for survey control.
 KP0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0323.See file dsdata.txt to determine how the superseded data were derived.
 KP0323
 KP0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD3176922427(NAD 83)
 KP0323_MARKER: 72 = CAIRN
 KP0323
 KP0323  HISTORY     - Date     Condition        Report By
 KP0323  HISTORY     - 1957     FIRST OBSERVED   CGS
 KP0323
 KP0323                          STATION DESCRIPTION
 KP0323
 KP0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KP0323'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE WEST OF BAKER,
 KP0323'NEVADA, 8 MILES SOUTH OF SACRAMENTO PASS ON U.S. HIGHWAY 6 AND
 KP0323'50 AND 3 MILES NORTH-NORTHWEST OF WHEELER PEAK.
 KP0323'
 KP0323'THE CAIRN IS ABOUT 6 FEET HIGH, 4 FEET IN DIAMETER WITH A POLE
 KP0323'IN THE CENTER, ON A ROUND TOPPED BARE MOUNTAIN, IN THE RIDGE
 KP0323'RUNNING NORTHWEST FROM WHEELER PEAK.  THE POINT OF INTERSECTION
 KP0323'WAS THE BASE OF THE POLE.
 KP0323'
 KP0323'PROBABLY WHEELER PEAK REFERENCE MARK 1882.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1500 ***********************************************************************
 KR1500  DESIGNATION -  BALL ROCK
 KR1500  PID         -  KR1500
 KR1500  STATE/COUNTY-  NV/CHURCHILL
 KR1500  USGS QUAD   -  BROKEN HILLS (1980)
 KR1500
 KR1500                         *CURRENT SURVEY CONTROL
 KR1500  ___________________________________________________________________
 KR1500* NAD 83(1994)-  39 06 09.28230(N)    118 01 21.59272(W)     ADJUSTED  
 KR1500* NAVD 88     -      1843.0    (meters)    6047.     (feet)  VERTCON   
 KR1500  ___________________________________________________________________
 KR1500  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 KR1500  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 KR1500
 KR1500  HORZ ORDER  -  SECOND
 KR1500
 KR1500.The horizontal coordinates were established by classical geodetic methods
 KR1500.and adjusted by the National Geodetic Survey in June 1998..
 KR1500
 KR1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1500
 KR1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1500
 KR1500.The geoid height was determined by GEOID03.
 KR1500
 KR1500;                    North         East     Units Scale Factor Converg.
 KR1500;SPC NV W     - 4,483,134.895   848,493.816   MT  0.99992895   +0 21 13.1
 KR1500;SPC NV W     -14,708,418.40  2,783,766.79   sFT  0.99992895   +0 21 13.1
 KR1500;SPC NV C     - 6,483,860.687   382,714.034   MT  1.00006933   -0 51 19.2
 KR1500;SPC NV C     -21,272,466.27  1,255,620.96   sFT  1.00006933   -0 51 19.2
 KR1500;UTM  11      - 4,328,657.684   411,572.711   MT  0.99969628   -0 38 42.2
 KR1500
 KR1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1500!SPC NV W     -   0.99971463  x   0.99992895  =   0.99964360
 KR1500!SPC NV C     -   0.99971463  x   1.00006933  =   0.99978394
 KR1500!UTM  11      -   0.99971463  x   0.99969628  =   0.99941100
 KR1500
 KR1500|---------------------------------------------------------------------|
 KR1500| PID    Reference Object                     Distance      Geod. Az  |
 KR1500|                                                           dddmmss.s |
 KR1500| DA8680 BALL ROCK RM 1                        6.288 METERS 05708     |
 KR1500| DA8681 BALL ROCK RM 2                        5.674 METERS 29410     |
 KR1500| DA8679 BALL ROCK AZ MK                                    3121014.0 |
 KR1500|---------------------------------------------------------------------|
 KR1500
 KR1500                          SUPERSEDED SURVEY CONTROL
 KR1500
 KR1500  NAD 83(1986)-  39 06 09.29260(N)    118 01 21.58154(W) AD(       ) 2
 KR1500  NAD 27      -  39 06 09.58000(N)    118 01 18.16400(W) AD(       ) 2
 KR1500  NGVD 29 (07/19/86) 1841.9    (m)         6043.     (f) VERT ANG       
 KR1500
 KR1500.Superseded values are not recommended for survey control.
 KR1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1500.See file dsdata.txt to determine how the superseded data were derived.
 KR1500
 KR1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD1157328658(NAD 83)
 KR1500_MARKER: DS = TRIANGULATION STATION DISK
 KR1500_SETTING: 66 = SET IN ROCK OUTCROP
 KR1500
 KR1500  HISTORY     - Date     Condition        Report By
 KR1500  HISTORY     - 1954     MONUMENTED       CGS
 KR1500
 KR1500                          STATION DESCRIPTION
 KR1500
 KR1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KR1500'THE STATION IS LOCATED ON THE HIGHEST PART OF A ROCK-TOP
 KR1500'HILL, ABOUT 58 MILES (AIR LINE) SOUTHWEST OF AUSTIN, 48 MILES
 KR1500'SOUTHEAST OF FALLON, 25 MILES WEST-NORTHWEST OF IONE, AND 17
 KR1500'MILES SOUTH-SOUTHWEST OF EASTGATE.
 KR1500'
 KR1500'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 KR1500'AND STATE HIGHWAY 23 (48 MILES EAST OF FALLON), GO SOUTH
 KR1500'ON STATE HIGHWAY 23 FOR 12.4 MILES TO A DIM TRACK ROAD LEFT.
 KR1500'TURN LEFT (EAST) AND FOLLOW THE TRACK ROAD UP THE DRAW FOR
 KR1500'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT, SOUTH, SIDE OF THE
 KR1500'ROAD.  CONTINUE AHEAD, EAST, UP THE DRAW FOR 0.2 MILE TO A
 KR1500'DIM FORK.  TAKE THE RIGHT FORK, EAST, AND FOLLOW THE ROAD
 KR1500'UP THE DRAW FOR 0.3 MILE TO WHERE THE TRACK ROAD AND THE DRAW
 KR1500'TURN LEFT, NORTH.  CONTINUE AHEAD, EAST, TO THE TOP OF THE
 KR1500'RIDGE AND THEN FOLLOW RIDGE NORTH FOR A TOTAL OF 0.4 MILE TO
 KR1500'THE END OF TRUCK TRAVEL.  PACK NORTH UP THE STEEP SLOPE
 KR1500'THEN EAST ALONG THE RIDGE TO TOP AND THE STATION.  FROM END
 KR1500'OF TRAVEL, WITH A FOUR WHEEL DRIVE VEHICLE, IT IS A
 KR1500'15-MINUTE PACK TO THE STATION.
 KR1500'
 KR1500'THE STATION MARK, A STANDARD DISK STAMPED BALL ROCK 1954, IS
 KR1500'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 KR1500'WITH THE GROUND.
 KR1500'
 KR1500'REFERENCE MARK 1, A STANDARD DISK STAMPED BALL ROCK NO 1 1954,
 KR1500'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 KR1500'WITH THE GROUND.  IT IS ABOUT 10 INCHES LOWER THAN THE STATION
 KR1500'MARK.
 KR1500'
 KR1500'REFERENCE MARK 2, A STANDARD DISK STAMPED BALL ROCK NO 2 1954,
 KR1500'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 KR1500'WITH THE GROUND.  IT IS ABOUT 40 INCHES LOWER THAN THE STATION
 KR1500'MARK.
 KR1500'
 KR1500'THE AZIMUTH MARK, A STANDARD DISK STAMPED BALL ROCK 1954,
 KR1500'IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 30
 KR1500'INCHES.  IT IS SET 51 FEET SOUTH OF THE TRACK ROAD, AND 3
 KR1500'FEET SOUTHEAST OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0929 ***********************************************************************
 LR0929  DESIGNATION -  BAM
 LR0929  PID         -  LR0929
 LR0929  STATE/COUNTY-  NV/LANDER
 LR0929  USGS QUAD   -  BLOSSOM SPRING (1985)
 LR0929
 LR0929                         *CURRENT SURVEY CONTROL
 LR0929  ___________________________________________________________________
 LR0929* NAD 83(1994)-  40 36 12.23086(N)    116 58 33.92391(W)     ADJUSTED  
 LR0929* NAVD 88     -      1528.0    (meters)    5013.     (feet)  VERTCON   
 LR0929  ___________________________________________________________________
 LR0929  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 LR0929  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 LR0929
 LR0929  HORZ ORDER  -  SECOND
 LR0929
 LR0929.The horizontal coordinates were established by classical geodetic methods
 LR0929.and adjusted by the National Geodetic Survey in June 1998..
 LR0929
 LR0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0929
 LR0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0929
 LR0929.The geoid height was determined by GEOID03.
 LR0929
 LR0929;                    North         East     Units Scale Factor Converg.
 LR0929;SPC NV C     - 6,649,653.270   473,813.790   MT  0.99990844   -0 12 05.0
 LR0929;SPC NV C     -21,816,404.10  1,554,504.08   sFT  0.99990844   -0 12 05.0
 LR0929;SPC NV W     - 4,650,849.078   936,022.189   MT  1.00012767   +1 02 46.3
 LR0929;SPC NV W     -15,258,660.68  3,070,932.80   sFT  1.00012767   +1 02 46.3
 LR0929;UTM  11      - 4,494,732.211   502,022.875   MT  0.99960005   +0 00 56.0
 LR0929
 LR0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0929!SPC NV C     -   0.99976357  x   0.99990844  =   0.99967203
 LR0929!SPC NV W     -   0.99976357  x   1.00012767  =   0.99989121
 LR0929!UTM  11      -   0.99976357  x   0.99960005  =   0.99936372
 LR0929
 LR0929:                Primary Azimuth Mark                     Grid Az
 LR0929:SPC NV C     -  BATTLE MOUNTAIN MUNICIPAL TANK           037 15 41.1
 LR0929:SPC NV W     -  BATTLE MOUNTAIN MUNICIPAL TANK           036 00 49.8
 LR0929:UTM  11      -  BATTLE MOUNTAIN MUNICIPAL TANK           037 02 40.1
 LR0929
 LR0929|---------------------------------------------------------------------|
 LR0929| PID    Reference Object                     Distance      Geod. Az  |
 LR0929|                                                           dddmmss.s |
 LR0929| LR0931 BATTLE MOUNTAIN MUNICIPAL TANK      APPROX. 5.4 KM 0370336.1 |
 LR0929| LR0923 AIRPORT BN LANDER AP BATTLE MT      APPROX. 8.7 KM 0855750.9 |
 LR0929| DD5329 BAM RM 1                             12.391 METERS 09831     |
 LR0929| LR0915 AIRWAY BEACON 36 ESE BATTLE MT      APPROX.24.2 KM 1003637.5 |
 LR0929| LR0930 BAM CAIRN                             7.010 METERS 10838     |
 LR0929| LR0924 RNG BATTLE MOUNTAIN RADIO BAM       APPROX.17.5 KM 1182635.0 |
 LR0929| DD5330 BAM RM 2                             12.063 METERS 20523     |
 LR0929| DD5328 BAM AZ MK                                          2525042.9 |
 LR0929|---------------------------------------------------------------------|
 LR0929
 LR0929                          SUPERSEDED SURVEY CONTROL
 LR0929
 LR0929  NAD 83(1986)-  40 36 12.23267(N)    116 58 33.91881(W) AD(       ) 2
 LR0929  NAD 27      -  40 36 12.55360(N)    116 58 30.55130(W) AD(       ) 2
 LR0929  NGVD 29 (07/19/86) 1527.0    (m)         5010.     (f) VERT ANG       
 LR0929
 LR0929.Superseded values are not recommended for survey control.
 LR0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0929.See file dsdata.txt to determine how the superseded data were derived.
 LR0929
 LR0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE0202394732(NAD 83)
 LR0929_MARKER: DS = TRIANGULATION STATION DISK
 LR0929_SETTING: 80 = SET IN A BOULDER
 LR0929_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LR0929
 LR0929  HISTORY     - Date     Condition        Report By
 LR0929  HISTORY     - 1958     MONUMENTED       CGS
 LR0929  HISTORY     - 1958     GOOD             CGS
 LR0929
 LR0929                          STATION DESCRIPTION
 LR0929
 LR0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0929'THE STATION IS 4 MILES SOUTH-SOUTHWEST OF BATTLE MOUNTAIN AND ON
 LR0929'THE TOP OF THE HIGHEST OF THREE PROMINENT HILLS EAST OF STATE
 LR0929'ROUTE 8-A.  THE STATION HILL HAS ON ITS NORTHEAST SLOPE THE LARGE
 LR0929'WHITE LETTERS B M.
 LR0929'
 LR0929'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 40
 LR0929'AND STATE ROUTE 8-A IN BATTLE MOUNTAIN GO SOUTH ON STATE ROUTE
 LR0929'8-A FOR 4.4 MILES TO A DIAGONAL BLADED ROAD LEADING TO THE SOUTH,
 LR0929'TURN LEFT, SOUTH, AND FOLLOW THE BLADED ROAD TO THE EAST OF THE
 LR0929'MATERIALS PIT THEN TURN LEFT, EAST, ONTO A TRACK ROAD AND FOLLOW
 LR0929'IT FOR 0.35 MILE TO THE TELEPHONE LINE ROAD.  HERE TURN LEFT
 LR0929'ALONG THE TELEPHONE LINE AND GO 0.8 MILE TO THE CREST OF A LOW
 LR0929'SADDLE EAST OF THE STATION HILL.  FROM HERE PACK
 LR0929'SOUTH-SOUTHEAST UP THE STEEP SLOPE FOR ABOUT 15 MINUTES TO THE
 LR0929'HIGHEST POINT AND THE STATION SITE 23 FEET WEST OF A LARGE
 LR0929'ROCK CAIRN AND ABOUT 45 FEET EAST OF THE BLUFF.
 LR0929'
 LR0929'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL
 LR0929'HOLES IN BOULDERS AND STAMPED BAM 1958 WITH THE REFERENCE MARKS
 LR0929'FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
 LR0929'
 LR0929'A 2 WHEEL DIRVE VEHICLE CAN BE USED.
 LR0929
 LR0929                          STATION RECOVERY (1958)
 LR0929
 LR0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0929'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 LR0929'AN AZIMUTH MARK WAS SET.
 LR0929'
 LR0929'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BAM 1958 AND IS CEMENTED
 LR0929'IN A DRILL HOLE IN AN OUTCROPPING BOULDER ABOUT 15 FEET LONG AND
 LR0929'6 FEET WIDE AND PROJECTS ABOUT 3 FEET.  IT IS 8 FEET SOUTH OF A
 LR0929'ROCK CAIRN AND 30 FEET NORTH OF A DIRT TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0930 ***********************************************************************
 LR0930  DESIGNATION -  BAM CAIRN
 LR0930  PID         -  LR0930
 LR0930  STATE/COUNTY-  NV/LANDER
 LR0930  USGS QUAD   -  BLOSSOM SPRING (1985)
 LR0930
 LR0930                         *CURRENT SURVEY CONTROL
 LR0930  ___________________________________________________________________
 LR0930* NAD 83(1994)-  40 36 12.15827(N)    116 58 33.64136(W)     ADJUSTED  
 LR0930* NAVD 88     -      1528.     (meters)    5013.     (feet)  SCALED    
 LR0930  ___________________________________________________________________
 LR0930  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 LR0930  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 LR0930
 LR0930  HORZ ORDER  -  SECOND
 LR0930
 LR0930.The horizontal coordinates were established by classical geodetic methods
 LR0930.and adjusted by the National Geodetic Survey in June 1998..
 LR0930
 LR0930.The orthometric height was scaled from a topographic map.
 LR0930
 LR0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0930
 LR0930.The geoid height was determined by GEOID03.
 LR0930
 LR0930;                    North         East     Units Scale Factor Converg.
 LR0930;SPC NV C     - 6,649,651.008   473,820.424   MT  0.99990843   -0 12 04.8
 LR0930;SPC NV C     -21,816,396.68  1,554,525.84   sFT  0.99990843   -0 12 04.8
 LR0930;SPC NV W     - 4,650,846.960   936,028.873   MT  1.00012770   +1 02 46.4
 LR0930;SPC NV W     -15,258,653.73  3,070,954.73   sFT  1.00012770   +1 02 46.4
 LR0930;UTM  11      - 4,494,729.975   502,029.516   MT  0.99960005   +0 00 56.2
 LR0930
 LR0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0930!SPC NV C     -   0.99976357  x   0.99990843  =   0.99967202
 LR0930!SPC NV W     -   0.99976357  x   1.00012770  =   0.99989124
 LR0930!UTM  11      -   0.99976357  x   0.99960005  =   0.99936372
 LR0930
 LR0930                          SUPERSEDED SURVEY CONTROL
 LR0930
 LR0930  NAD 83(1986)-  40 36 12.16008(N)    116 58 33.63627(W) AD(       ) 2
 LR0930  NAD 27      -  40 36 12.48100(N)    116 58 30.26900(W) AD(       ) 2
 LR0930
 LR0930.Superseded values are not recommended for survey control.
 LR0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0930.See file dsdata.txt to determine how the superseded data were derived.
 LR0930
 LR0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE0203094730(NAD 83)
 LR0930_MARKER: 72 = CAIRN
 LR0930
 LR0930  HISTORY     - Date     Condition        Report By
 LR0930  HISTORY     - 1958     FIRST OBSERVED   CGS
 LR0930
 LR0930                          STATION DESCRIPTION
 LR0930
 LR0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0930'SEE STATION BAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0534 ***********************************************************************
 LQ0534  DESIGNATION -  BAN
 LQ0534  PID         -  LQ0534
 LQ0534  STATE/COUNTY-  NV/ELKO
 LQ0534  USGS QUAD   -  RYNDON (1982)
 LQ0534
 LQ0534                         *CURRENT SURVEY CONTROL
 LQ0534  ___________________________________________________________________
 LQ0534* NAD 83(1994)-  40 57 05.06997(N)    115 30 53.17418(W)     ADJUSTED  
 LQ0534* NAVD 88     -      1642.396  (meters)    5388.43   (feet)  ADJUSTED  
 LQ0534  ___________________________________________________________________
 LQ0534  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 LQ0534  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 LQ0534  DYNAMIC HT  -        1641.036 (meters)    5383.97  (feet)  COMP
 LQ0534  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 LQ0534
 LQ0534  HORZ ORDER  -  SECOND
 LQ0534  VERT ORDER  -  SECOND    CLASS 0
 LQ0534
 LQ0534.The horizontal coordinates were established by classical geodetic methods
 LQ0534.and adjusted by the National Geodetic Survey in June 1998..
 LQ0534
 LQ0534.The orthometric height was determined by differential leveling
 LQ0534.and adjusted by the National Geodetic Survey in June 1991..
 LQ0534
 LQ0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0534
 LQ0534.The geoid height was determined by GEOID03.
 LQ0534
 LQ0534.The dynamic height is computed by dividing the NAVD 88
 LQ0534.geopotential number by the normal gravity value computed on the
 LQ0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0534.degrees latitude (g = 980.6199 gals.).
 LQ0534
 LQ0534.The modeled gravity was interpolated from observed gravity values.
 LQ0534
 LQ0534;                    North         East     Units Scale Factor Converg.
 LQ0534;SPC NV E     - 8,688,252.121   205,772.195   MT  0.99990041   +0 02 41.8
 LQ0534;SPC NV E     -28,504,707.17    675,104.28   sFT  0.99990041   +0 02 41.8
 LQ0534;UTM  11      - 4,534,424.974   625,003.757   MT  0.99979232   +0 58 24.9
 LQ0534
 LQ0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0534!SPC NV E     -   0.99974531  x   0.99990041  =   0.99964574
 LQ0534!UTM  11      -   0.99974531  x   0.99979232  =   0.99953768
 LQ0534
 LQ0534|---------------------------------------------------------------------|
 LQ0534| PID    Reference Object                     Distance      Geod. Az  |
 LQ0534|                                                           dddmmss.s |
 LQ0534| LQ0535 BAN RM 1                              9.324 METERS 06633     |
 LQ0534| LQ0533 BAN RM 2                              9.105 METERS 16648     |
 LQ0534| LQ0527 HUM                                 APPROX. 4.2 KM 2684212.7 |
 LQ0534|---------------------------------------------------------------------|
 LQ0534
 LQ0534                          SUPERSEDED SURVEY CONTROL
 LQ0534
 LQ0534  NAD 83(1986)-  40 57 05.07010(N)    115 30 53.16903(W) AD(       ) 2
 LQ0534  NAD 27      -  40 57 05.35511(N)    115 30 49.94220(W) AD(       ) 2
 LQ0534  NGVD 29 (??/??/92) 1641.24   (m)         5384.6    (f) COMPUTED    2 0
 LQ0534
 LQ0534.Superseded values are not recommended for survey control.
 LQ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0534.See file dsdata.txt to determine how the superseded data were derived.
 LQ0534
 LQ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF2500434425(NAD 83)
 LQ0534_MARKER: DS = TRIANGULATION STATION DISK
 LQ0534_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LQ0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0534_STAMPING: BAN 1957
 LQ0534_MARK LOGO: CGS   
 LQ0534_PROJECTION: PROJECTING 10 CENTIMETERS
 LQ0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0534+STABILITY: SURFACE MOTION
 LQ0534
 LQ0534  HISTORY     - Date     Condition        Report By
 LQ0534  HISTORY     - 1957     MONUMENTED       CGS
 LQ0534  HISTORY     - 1957     GOOD             CGS
 LQ0534  HISTORY     - 1961     GOOD             USGS
 LQ0534  HISTORY     - 1984     GOOD             NGS
 LQ0534
 LQ0534                          STATION DESCRIPTION
 LQ0534
 LQ0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0534'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF ELKO AND
 LQ0534'ABOUT 1 MILE NORTHEAST OF THE NORTH FORK OF THE HUMBOLDT
 LQ0534'RIVER.  IT IS ON THE NORTHWEST SIDE OF U.S. HIGHWAY 40, ON
 LQ0534'THE SUMMIT OF A LOW HILL.
 LQ0534'
 LQ0534'TO REACH FROM THE COURTHOUSE IN ELKO, GO NORTHEAST ON U.S.
 LQ0534'HIGHWAY 40 FOR 15.0 MILES TO A TAVERN ON THE RIGHT.  CONTINUE
 LQ0534'NORTHEAST ON THE HIGHWAY FOR 1.2 MILE TO A WOODEN GATE ON
 LQ0534'THE LEFT.  TURN LEFT THROUGH GATE AND FOLLOW GRADED ROAD
 LQ0534'NORTHEAST FOR 0.2 MILE TO A FORK.  THEN TURN RIGHT (EASTERLY)
 LQ0534'AND FOLLOW DIRT ROAD FOR 0.3 MILE TO STATION AT TOP OF HILL.
 LQ0534'
 LQ0534'THE STATION MARK, STAMPED BAN 1957, IS A STANDARD BRONZE DISK
 LQ0534'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6
 LQ0534'INCHES.  IT IS ABOUT 100 YARDS NORTHWEST OF THE HIGHWAY, 181
 LQ0534'FEET NORTHWEST OF A FENCE, 49 FEET SOUTHWEST OF POWER POLE
 LQ0534'NO. 1491, AND 6 FEET SOUTHWEST OF A WHITE WITNESS POST.
 LQ0534'
 LQ0534'REFERENCE MARK NO. 1, STAMPED BAN NO 1 1957, IS A STANDARD
 LQ0534'BRONZE DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LQ0534'PROJECTS 1 INCH.  IT IS ABOUT 2 FEET LOWER THAN THE STATION
 LQ0534'MARK.
 LQ0534'
 LQ0534'REFERENCE MARK NO. 2, STAMPED BAN NO 2 1957, IS A STANDARD
 LQ0534'BRONZE DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LQ0534'PROJECTS 6 INCHES.  IT IS ABOUT LEVEL WITH THE STATION MARK.
 LQ0534
 LQ0534                          STATION RECOVERY (1957)
 LQ0534
 LQ0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0534'16.6 MI NE FROM ELKO.
 LQ0534'16.6 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0534'IDAHO STREETS AT ELKO, THENCE 0.05 MILE NORTHWEST ACROSS COUNTRY, 49.1
 LQ0534'FEET SOUTH OF TELEPHONE POLE NO. 1491, 30.6 FEET SOUTHWEST OF R.M. 1,
 LQ0534'30 FEET NORTHWEST OF R.M. 2, 6.3 FEET SOUTH OF WITNESS POST, SET IN
 LQ0534'ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 LQ0534
 LQ0534                          STATION RECOVERY (1961)
 LQ0534
 LQ0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LQ0534'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-4 STATION 1002.
 LQ0534'STATION MARK--STANDARD DISC STAMPED---BAN 1957---SET IN THE TOP OF A
 LQ0534'ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 LQ0534
 LQ0534                          STATION RECOVERY (1984)
 LQ0534
 LQ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0534'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 LQ0534'DESCRIPTION FOLLOWS.  14.15 KM (8.85 MI) NORTHEAST ALONG OLD US
 LQ0534'HIGHWAY 40 FROM THE COURTHOUSE AT ELKO, THENCE 13.3 KM (8.3 MI)
 LQ0534'NORTHEAST ALONG INTERSTATE 80, 1.6 KM (1.0 MI) EAST OF THE CROSSING OF
 LQ0534'THE NORTH FORK OF THE HUMBOLDT RIVER, 43.0 METERS (141 FT) NORTH OF
 LQ0534'THE WEST BOUND HIGHWAY CENTERLINE, 41.1 METERS (135 FT) NORTH OF
 LQ0534'MILEPOST 319, 18.0 METERS (59 FT) SOUTH OF THE RIGHT OF WAY FENCE,
 LQ0534'14.9 METERS (49 FT) SOUTHWEST OF A POWER POLE, 9.3 METERS (30.5 FT)
 LQ0534'WEST OF RM 1 AND 9.1 METERS (30 FT) NORTH OF RM 2.
 LQ0534'THE MARK IS 2.1 METERS  S FROM A WITNESS POST.
 LQ0534'THE MARK IS 6.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0508 ***********************************************************************
 HP0508  DESIGNATION -  BAN
 HP0508  PID         -  HP0508
 HP0508  STATE/COUNTY-  NV/NYE
 HP0508  USGS QUAD   -  PAIUTE RIDGE (1986)
 HP0508
 HP0508                         *CURRENT SURVEY CONTROL
 HP0508  ___________________________________________________________________
 HP0508* NAD 83(1994)-  37 06 39.68467(N)    115 58 04.70910(W)     ADJUSTED  
 HP0508* NAVD 88     -      1725.9    (meters)    5662.     (feet)  VERTCON   
 HP0508  ___________________________________________________________________
 HP0508  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 HP0508  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 HP0508
 HP0508  HORZ ORDER  -  THIRD
 HP0508
 HP0508.The horizontal coordinates were established by classical geodetic methods
 HP0508.and adjusted by the National Geodetic Survey in June 1998..
 HP0508
 HP0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0508
 HP0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0508
 HP0508.The geoid height was determined by GEOID03.
 HP0508
 HP0508;                    North         East     Units Scale Factor Converg.
 HP0508;SPC NV C     - 6,262,176.137   562,095.408   MT  0.99994748   +0 25 17.7
 HP0508;SPC NV C     -20,545,156.21  1,844,141.35   sFT  0.99994748   +0 25 17.7
 HP0508;UTM  11      - 4,107,686.973   591,693.228   MT  0.99970357   +0 37 21.8
 HP0508
 HP0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0508!SPC NV C     -   0.99973334  x   0.99994748  =   0.99968084
 HP0508!UTM  11      -   0.99973334  x   0.99970357  =   0.99943699
 HP0508
 HP0508|---------------------------------------------------------------------|
 HP0508| PID    Reference Object                     Distance      Geod. Az  |
 HP0508|                                                           dddmmss.s |
 HP0508| CS8881 BAN RM 1                              8.848 METERS 21244     |
 HP0508| CS8882 BAN RM 2                             11.759 METERS 29027     |
 HP0508|---------------------------------------------------------------------|
 HP0508
 HP0508                          SUPERSEDED SURVEY CONTROL
 HP0508
 HP0508  NAD 83(1986)-  37 06 39.68611(N)    115 58 04.71365(W) AD(       ) 3
 HP0508  NGVD 29 (02/14/94) 1724.9    (m)         5659.     (f) VERT ANG       
 HP0508
 HP0508.Superseded values are not recommended for survey control.
 HP0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0508.See file dsdata.txt to determine how the superseded data were derived.
 HP0508
 HP0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB9169307687(NAD 83)
 HP0508_MARKER: DS = TRIANGULATION STATION DISK
 HP0508_SETTING: 80 = SET IN A BOULDER
 HP0508_SP_SET: SET IN DRILL HOLE IN A BOULDER
 HP0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0508+STABILITY: SURFACE MOTION
 HP0508
 HP0508  HISTORY     - Date     Condition        Report By
 HP0508  HISTORY     - 1959     MONUMENTED       USGS
 HP0508
 HP0508                          STATION DESCRIPTION
 HP0508
 HP0508'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HP0508'LOCATED ABOUT 26.3 MI NE. OF MERCURY, 5.3 MI SW. OF NORTH END OF
 HP0508'PAPOOSE LAKE.  ON HIGHEST POINT OF BROAD TOP.
 HP0508'
 HP0508'REACHED BY HELICOPTER.
 HP0508'
 HP0508'STATION MARK--STANDARD TABLET STAMPED---BAN 1959---, CEMENTED IN
 HP0508'DRILL HOLE IN ROCK IN PLACE.
 HP0508'
 HP0508'RM 1--STANDARD RM TABLET STAMPED---NO 1---, SET IN ROCK OUTCROP.
 HP0508'
 HP0508'RM 2--STANDARD RM TABLET STAMPED---NO 2 1959---, SET IN ROCK
 HP0508'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0535 ***********************************************************************
 LQ0535  DESIGNATION -  BAN RM 1
 LQ0535  PID         -  LQ0535
 LQ0535  STATE/COUNTY-  NV/ELKO
 LQ0535  USGS QUAD   -  RYNDON (1982)
 LQ0535
 LQ0535                         *CURRENT SURVEY CONTROL
 LQ0535  ___________________________________________________________________
 LQ0535* NAD 83(1986)-  40 57 05.     (N)    115 30 53.     (W)     SCALED    
 LQ0535* NAVD 88     -      1641.941  (meters)    5386.93   (feet)  ADJUSTED  
 LQ0535  ___________________________________________________________________
 LQ0535  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 LQ0535  DYNAMIC HT  -        1640.581 (meters)    5382.47  (feet)  COMP
 LQ0535  MODELED GRAV-     979,738.1   (mgal)                       NAVD 88
 LQ0535
 LQ0535  VERT ORDER  -  SECOND    CLASS 0
 LQ0535
 LQ0535.The horizontal coordinates were scaled from a topographic map and have
 LQ0535.an estimated accuracy of +/- 6 seconds.
 LQ0535
 LQ0535.The orthometric height was determined by differential leveling
 LQ0535.and adjusted by the National Geodetic Survey in June 1991..
 LQ0535
 LQ0535.The geoid height was determined by GEOID03.
 LQ0535
 LQ0535.The dynamic height is computed by dividing the NAVD 88
 LQ0535.geopotential number by the normal gravity value computed on the
 LQ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0535.degrees latitude (g = 980.6199 gals.).
 LQ0535
 LQ0535.The modeled gravity was interpolated from observed gravity values.
 LQ0535
 LQ0535;                    North         East    Units  Estimated Accuracy
 LQ0535;SPC NV E     - 8,688,250.      205,780.      MT  (+/- 180 meters Scaled)
 LQ0535
 LQ0535                          SUPERSEDED SURVEY CONTROL
 LQ0535
 LQ0535  NGVD 29 (??/??/92) 1640.783  (m)         5383.14   (f) ADJ UNCH    2 0
 LQ0535
 LQ0535.Superseded values are not recommended for survey control.
 LQ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0535.See file dsdata.txt to determine how the superseded data were derived.
 LQ0535
 LQ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF250344(NAD 83)
 LQ0535_MARKER: DR = REFERENCE MARK DISK
 LQ0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0535_STAMPING: BAN NO 1 1957
 LQ0535_MARK LOGO: CGS   
 LQ0535_PROJECTION: PROJECTING 4 CENTIMETERS
 LQ0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0535+STABILITY: SURFACE MOTION
 LQ0535
 LQ0535  HISTORY     - Date     Condition        Report By
 LQ0535  HISTORY     - 1957     MONUMENTED       CGS
 LQ0535  HISTORY     - 1984     GOOD             NGS
 LQ0535
 LQ0535                          STATION DESCRIPTION
 LQ0535
 LQ0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0535'16.6 MI NE FROM ELKO.
 LQ0535'16.6 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0535'IDAHO STREETS AT ELKO, THENCE 0.05 MILE NORTHWEST ACROSS COUNTRY, 31.1
 LQ0535'FEET EAST OF TELEPHONE POLE NO. 1491, 30.6 FEET NORTHEAST OF STATION
 LQ0535'MARK, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND
 LQ0535'SURFACE.
 LQ0535
 LQ0535                          STATION RECOVERY (1984)
 LQ0535
 LQ0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0535'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 LQ0535'DESCRIPTION FOLLOWS.  14.15 KM (8.85 MI) NORTHEAST ALONG OLD US
 LQ0535'HIGHWAY 40 FROM THE COURTHOUSE AT ELKO, THENCE 13.3 KM (8.3 MI)
 LQ0535'NORTHEAST ALONG INTERSTATE 80, 1.6 KM (1.0 MI) EAST OF THE CROSSING OF
 LQ0535'THE NORTH FORK OF THE HUMBOLDT RIVER, 41.1 METERS (135 FT) NORTH OF
 LQ0535'MILEPOST 319, 43.3 METERS (142 FT) NORTH OF THE WEST BOUND HIGHWAY
 LQ0535'CENTERLINE, 17.7 METERS (58 FT) SOUTH OF THE RIGHT OF WAY FENCE,
 LQ0535'9.4 METERS (31 FT) SOUTH OF A POWER POLE AND 9.3 METERS (30.5 FT) EAST
 LQ0535'OF THE STATION.
 LQ0535'THE MARK IS 9.4 METERS  E FROM A WITNESS POST.
 LQ0535'THE MARK IS 0.15 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0533 ***********************************************************************
 LQ0533  DESIGNATION -  BAN RM 2
 LQ0533  PID         -  LQ0533
 LQ0533  STATE/COUNTY-  NV/ELKO
 LQ0533  USGS QUAD   -  RYNDON (1982)
 LQ0533
 LQ0533                         *CURRENT SURVEY CONTROL
 LQ0533  ___________________________________________________________________
 LQ0533* NAD 83(1986)-  40 57 05.     (N)    115 30 53.     (W)     SCALED    
 LQ0533* NAVD 88     -      1642.218  (meters)    5387.84   (feet)  ADJUSTED  
 LQ0533  ___________________________________________________________________
 LQ0533  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 LQ0533  DYNAMIC HT  -        1640.858 (meters)    5383.38  (feet)  COMP
 LQ0533  MODELED GRAV-     979,738.1   (mgal)                       NAVD 88
 LQ0533
 LQ0533  VERT ORDER  -  SECOND    CLASS 0
 LQ0533
 LQ0533.The horizontal coordinates were scaled from a topographic map and have
 LQ0533.an estimated accuracy of +/- 6 seconds.
 LQ0533
 LQ0533.The orthometric height was determined by differential leveling
 LQ0533.and adjusted by the National Geodetic Survey in June 1991..
 LQ0533
 LQ0533.The geoid height was determined by GEOID03.
 LQ0533
 LQ0533.The dynamic height is computed by dividing the NAVD 88
 LQ0533.geopotential number by the normal gravity value computed on the
 LQ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0533.degrees latitude (g = 980.6199 gals.).
 LQ0533
 LQ0533.The modeled gravity was interpolated from observed gravity values.
 LQ0533
 LQ0533;                    North         East    Units  Estimated Accuracy
 LQ0533;SPC NV E     - 8,688,250.      205,780.      MT  (+/- 180 meters Scaled)
 LQ0533
 LQ0533                          SUPERSEDED SURVEY CONTROL
 LQ0533
 LQ0533  NGVD 29 (??/??/92) 1641.060  (m)         5384.04   (f) ADJ UNCH    2 0
 LQ0533
 LQ0533.Superseded values are not recommended for survey control.
 LQ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0533.See file dsdata.txt to determine how the superseded data were derived.
 LQ0533
 LQ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF250344(NAD 83)
 LQ0533_MARKER: DR = REFERENCE MARK DISK
 LQ0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0533_STAMPING: BAN NO 2 1957
 LQ0533_MARK LOGO: CGS   
 LQ0533_PROJECTION: PROJECTING 8 CENTIMETERS
 LQ0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0533+STABILITY: SURFACE MOTION
 LQ0533
 LQ0533  HISTORY     - Date     Condition        Report By
 LQ0533  HISTORY     - 1957     MONUMENTED       CGS
 LQ0533  HISTORY     - 1984     GOOD             NGS
 LQ0533
 LQ0533                          STATION DESCRIPTION
 LQ0533
 LQ0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0533'16.6 MI NE FROM ELKO.
 LQ0533'16.6 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0533'IDAHO STREETS AT ELKO, THENCE 0.05 MILE NORTHWEST ACROSS COUNTRY, 74
 LQ0533'FEET SOUTH OF TELEPHONE POLE NO. 1491, 30 FEET SOUTHEAST OF STATION
 LQ0533'MARK, SET IN A ROUND CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND
 LQ0533'SURFACE.
 LQ0533
 LQ0533                          STATION RECOVERY (1984)
 LQ0533
 LQ0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0533'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 LQ0533'DESCRIPTION FOLLOWS.  14.15 KM (8.85 MI) NORTHEAST ALONG OLD US
 LQ0533'HIGHWAY 40 FROM THE COURTHOUSE IN ELKO, THENCE 13.3 KM (8.3 MI)
 LQ0533'NORTHEAST ALONG INTERSTATE 80, 33.8 METERS (111 FT) NORTH OF THE WEST
 LQ0533'BOUND HIGHWAY CENTERLINE, 27.1 METERS (89 FT) SOUTH OF THE RIGHT OF
 LQ0533'WAY FENCE, 22.5 METERS (74 FT) SOUTHWEST OF A POWER POLE AND
 LQ0533'9.1 METERS (30 FT) SOUTH OF THE STATION.
 LQ0533'THE MARK IS 11.0 METERS  S FROM A WITNESS POST.
 LQ0533'THE MARK IS 0.15 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1915 ***********************************************************************
 GR1915  DESIGNATION -  BANK
 GR1915  PID         -  GR1915
 GR1915  STATE/COUNTY-  NV/LINCOLN
 GR1915  USGS QUAD   -  WILDCAT WASH NW (1969)
 GR1915
 GR1915                         *CURRENT SURVEY CONTROL
 GR1915  ___________________________________________________________________
 GR1915* NAD 83(1994)-  36 57 53.08460(N)    114 58 23.67198(W)     ADJUSTED  
 GR1915* NAVD 88     -       785.3    (meters)    2576.     (feet)  VERTCON   
 GR1915  ___________________________________________________________________
 GR1915  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 GR1915  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 GR1915
 GR1915  HORZ ORDER  -  SECOND
 GR1915
 GR1915.The horizontal coordinates were established by classical geodetic methods
 GR1915.and adjusted by the National Geodetic Survey in June 1998..
 GR1915
 GR1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1915
 GR1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1915
 GR1915.The geoid height was determined by GEOID03.
 GR1915
 GR1915;                    North         East     Units Scale Factor Converg.
 GR1915;SPC NV E     - 8,245,889.571   254,325.145   MT  0.99993634   +0 22 00.7
 GR1915;SPC NV E     -27,053,389.37    834,398.41   sFT  0.99993634   +0 22 00.7
 GR1915;UTM  11      - 4,092,880.896   680,426.672   MT  1.00000105   +1 13 08.6
 GR1915
 GR1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1915!SPC NV E     -   0.99988087  x   0.99993634  =   0.99981722
 GR1915!UTM  11      -   0.99988087  x   1.00000105  =   0.99988192
 GR1915
 GR1915|---------------------------------------------------------------------|
 GR1915| PID    Reference Object                     Distance      Geod. Az  |
 GR1915|                                                           dddmmss.s |
 GR1915| CC5095 BANK RM 1                             9.791 METERS 19211     |
 GR1915| CC5096 BANK RM 2                            10.280 METERS 30410     |
 GR1915| HP0331 CUT                                 APPROX. 6.6 KM 3531607.0 |
 GR1915|---------------------------------------------------------------------|
 GR1915
 GR1915                          SUPERSEDED SURVEY CONTROL
 GR1915
 GR1915  NAD 83(1994)-  36 57 53.08316(N)    114 58 23.66974(W) AD(       ) 2
 GR1915  NAD 83(1992)-  36 57 53.07916(N)    114 58 23.66868(W) AD(       ) 2
 GR1915  NAD 83(1992)-  36 57 53.07916(N)    114 58 23.66855(W) AD(       ) 2
 GR1915  NAD 83(1986)-  36 57 53.07738(N)    114 58 23.66814(W) AD(       ) 2
 GR1915  NAD 27      -  36 57 53.19451(N)    114 58 20.65467(W) AD(       ) 2
 GR1915  NGVD 29 (07/19/86)  784.6    (m)         2574.     (f) VERT ANG       
 GR1915
 GR1915.Superseded values are not recommended for survey control.
 GR1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1915.See file dsdata.txt to determine how the superseded data were derived.
 GR1915
 GR1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8042792881(NAD 83)
 GR1915_MARKER: DD = SURVEY DISK
 GR1915_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GR1915+WITH SETTING: INFORMATION.
 GR1915_SP_SET: PREFABRICATED CONCRETE POST
 GR1915
 GR1915  HISTORY     - Date     Condition        Report By
 GR1915  HISTORY     - 1969     MONUMENTED       USGS
 GR1915
 GR1915                          STATION DESCRIPTION
 GR1915
 GR1915'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GR1915'LOCATED ABOUT 29 MI. SSE. OF ALAMO.  ABOUT 28 MI. NW. OF
 GR1915'MOAPA.  ABOUT 500 FT. E. OF U.S. HIGHWAY 93, ABOUT 60 FT. ABOVE THE
 GR1915'HIGHWAY ON A POINT OF A FLAT BENCH AREA.
 GR1915'
 GR1915'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 93 AND NEVADA STATE
 GR1915'HIGHWAY 7 WHICH IS ABOUT 24 MI. W. OF GLENDALE, DRIVE N. ON
 GR1915'U.S. HIGHWAY 93 FOR 11.7 MI.  TURN RIGHT CROSS-COUNTRY TO BASE OF A
 GR1915'BENCH AREA AND STATION ON THE POINT OF THE BENCH ABOUT 500 FT.
 GR1915'FROM THE HIGHWAY.  STATION CAN BE DRIVEN TO FROM THE OLD U.S.
 GR1915'HIGHWAY 93 BY DRIVING 0.3 MI. S. ON THE OLD HIGHWAY FROM KANE
 GR1915'SPRING WASH.  TURN RIGHT ON A DIRT RD. FOR 1.5 MI. TO
 GR1915'BEND IN THE RD.  TURN LEFT AND FOLLOW DIM TRACK RD. FOR
 GR1915'1.1 MI. ALONG RIDGE TO THE STATION.
 GR1915'
 GR1915'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED BANK 1969 ON A
 GR1915'COPPER-COATED ROD DRIVEN FLUSH WITH THE GROUND AND INSIDE A 6
 GR1915'IN. PERMALINE PIPE.
 GR1915'
 GR1915'REFERENCE MARK NO. 1--A STANDARD USGS BRASS REFERENCE MARK TABLET
 GR1915'STAMPED RM NO 1 1969 ON A COPPER-COATED ROD DRIVEN INTO THE GROUND
 GR1915'AND SET INSIDE A 6 IN. PIPE FLUSH WITH THE GROUND.
 GR1915'
 GR1915'REFERENCE MARK NO. 2--A STANDARD USGS BRASS REFERENCE MARK TABLET
 GR1915'STAMPED RM NO 2 1969 ON A COPPER-COATED ROD DRIVEN INTO THE GROUND
 GR1915'AND SET INSIDE A 6 IN. PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0471 ***********************************************************************
 LQ0471  FBN         -  This is a Federal Base Network Control Station.
 LQ0471  DESIGNATION -  BANKS
 LQ0471  PID         -  LQ0471
 LQ0471  STATE/COUNTY-  NV/ELKO
 LQ0471  USGS QUAD   -  HUNTER (1982)
 LQ0471
 LQ0471                         *CURRENT SURVEY CONTROL
 LQ0471  ___________________________________________________________________
 LQ0471* NAD 83(1999)-  40 45 57.93902(N)    115 55 07.98817(W)     ADJUSTED  
 LQ0471* NAVD 88     -      1526.374  (meters)    5007.78   (feet)  ADJUSTED  
 LQ0471  ___________________________________________________________________
 LQ0471  EPOCH DATE  -        1999.37
 LQ0471  X           -  -2,115,002.422 (meters)                     COMP
 LQ0471  Y           -  -4,352,024.208 (meters)                     COMP
 LQ0471  Z           -   4,143,768.843 (meters)                     COMP
 LQ0471  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 LQ0471  ELLIP HEIGHT-        1507.61  (meters)          (05/16/00) GPS OBS
 LQ0471  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 LQ0471  DYNAMIC HT  -        1525.127 (meters)    5003.69  (feet)  COMP
 LQ0471  MODELED GRAV-     979,753.8   (mgal)                       NAVD 88
 LQ0471
 LQ0471  HORZ ORDER  -  A
 LQ0471  VERT ORDER  -  FIRST     CLASS II
 LQ0471  ELLP ORDER  -  FOURTH    CLASS I
 LQ0471
 LQ0471.The horizontal coordinates were established by GPS observations
 LQ0471.and adjusted by the National Geodetic Survey in May 2000..
 LQ0471.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 LQ0471.DATUM ITEM on the data sheet items page.
 LQ0471.The horizontal coordinates are valid at the epoch date displayed above.
 LQ0471.The epoch date for horizontal control is a decimal equivalence
 LQ0471.of Year/Month/Day.
 LQ0471
 LQ0471.The orthometric height was determined by differential leveling
 LQ0471.and adjusted by the National Geodetic Survey in June 1991..
 LQ0471
 LQ0471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LQ0471
 LQ0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0471
 LQ0471.The ellipsoidal height was determined by GPS observations
 LQ0471.and is referenced to NAD 83.
 LQ0471
 LQ0471.The geoid height was determined by GEOID03.
 LQ0471
 LQ0471.The dynamic height is computed by dividing the NAVD 88
 LQ0471.geopotential number by the normal gravity value computed on the
 LQ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0471.degrees latitude (g = 980.6199 gals.).
 LQ0471
 LQ0471.The modeled gravity was interpolated from observed gravity values.
 LQ0471
 LQ0471;                    North         East     Units Scale Factor Converg.
 LQ0471;SPC NV E     - 8,667,726.726   171,671.488   MT  0.99990987   -0 13 08.8
 LQ0471;SPC NV E     -28,437,366.77    563,225.54   sFT  0.99990987   -0 13 08.8
 LQ0471;UTM  11      - 4,513,353.972   591,244.858   MT  0.99970247   +0 42 21.6
 LQ0471
 LQ0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0471!SPC NV E     -   0.99976357  x   0.99990987  =   0.99967346
 LQ0471!UTM  11      -   0.99976357  x   0.99970247  =   0.99946611
 LQ0471
 LQ0471|---------------------------------------------------------------------|
 LQ0471| PID    Reference Object                     Distance      Geod. Az  |
 LQ0471|                                                           dddmmss.s |
 LQ0471| LQ0472 BANKS RM 1                           10.196 METERS 03327     |
 LQ0471| LQ0473 BANKS RM 3                            8.949 METERS 05435     |
 LQ0471| LQ0423 MOLLEN 2                            APPROX. 4.0 KM 2184258.1 |
 LQ0471| LQ0470 BANKS RM 2                            8.969 METERS 30701     |
 LQ0471|---------------------------------------------------------------------|
 LQ0471
 LQ0471                          SUPERSEDED SURVEY CONTROL
 LQ0471
 LQ0471  NAD 83(1994)-  40 45 57.93776(N)    115 55 07.98584(W) AD(       ) B
 LQ0471  ELLIP H (03/30/95) 1507.71   (m)                       GP(       ) 4 1
 LQ0471  NAD 83(1986)-  40 45 57.94273(N)    115 55 07.97664(W) AD(       ) 2
 LQ0471  NAD 27      -  40 45 58.22810(N)    115 55 04.72420(W) AD(       ) 2
 LQ0471  NAVD 88 (03/30/95) 1526.37   (m)         5007.8    (f) LEVELING    3  
 LQ0471  NGVD 29 (??/??/92) 1525.257  (m)         5004.11   (f) ADJ UNCH    1 2
 LQ0471
 LQ0471.Superseded values are not recommended for survey control.
 LQ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0471.See file dsdata.txt to determine how the superseded data were derived.
 LQ0471
 LQ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF9124513354(NAD 83)
 LQ0471_MARKER: DS = TRIANGULATION STATION DISK
 LQ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0471_STAMPING: BANKS 1957
 LQ0471_MARK LOGO: CGS   
 LQ0471_PROJECTION: PROJECTING 3 CENTIMETERS
 LQ0471_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0471+STABILITY: SURFACE MOTION
 LQ0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0471+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1998
 LQ0471
 LQ0471  HISTORY     - Date     Condition        Report By
 LQ0471  HISTORY     - 1957     MONUMENTED       CGS
 LQ0471  HISTORY     - 1957     GOOD             CGS
 LQ0471  HISTORY     - 1964     GOOD             CGS
 LQ0471  HISTORY     - 1970     GOOD             NGS
 LQ0471  HISTORY     - 1970     GOOD             NGS
 LQ0471  HISTORY     - 1984     GOOD             NGS
 LQ0471  HISTORY     - 19940128 GOOD             NGS
 LQ0471  HISTORY     - 19981207 GOOD             NGS
 LQ0471
 LQ0471                          STATION DESCRIPTION
 LQ0471
 LQ0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0471'THE STATION IS ABOUT 9 MILES SOUTHWEST OF THE CENTER OF ELKO,
 LQ0471'0.05 MILE SOUTHEAST OF U.S. HIGHWAY 40, 0.2 MILE NORTHEAST
 LQ0471'OF THE HUNTER BANKS RANCH BUILDINGS AND ON THE NORTHWEST SIDE
 LQ0471'OF THE SOUTHERN PACIFIC RAILROAD TRACKS.
 LQ0471'
 LQ0471'TO REACH FROM THE TRAFFIC SIGNAL ON U.S. HIGHWAY 40 AT FIFTH
 LQ0471'AND IDAHO STREETS IN ELKO, GO SOUTHWEST ON U.S. HIGHWAY 40
 LQ0471'FOR 8.9 MILES TO THE NEVADA HIGHWAY SURVEY MARK (AZIMUTH)
 LQ0471'ON THE RIGHT.  CONTINUE FOR 0.5 MILE TO AN ABANDONED DRIVE-IN
 LQ0471'STAND ON THE LEFT.  THIS POINT IS 0.1 MILE BEFORE REACHING
 LQ0471'THE ROAD ENTRANCE TO THE HUNTER BANKS RANCH BUILDINGS.  TURN
 LQ0471'LEFT ON TRACK ROAD (ON WEST SIDE OF BUILDING) AND GO SOUTHEAST
 LQ0471'FOR 0.05 MILE TO THE TELEPHONE LINES ON THE NORTHWEST SIDE
 LQ0471'OF THE RAILROAD TRACKS.  TURN LEFT AND GO 0.05 MILE TO THE
 LQ0471'STATION SITE.
 LQ0471'
 LQ0471'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 LQ0471'DISKS SET IN CONCRETE CYLINDERS.
 LQ0471'
 LQ0471'THE STATION MARK, STAMPED BANKS 1957, PROJECTS ABOUT 2 INCHES.
 LQ0471'IT IS ALONG THE TELEPHONE LINE, 37.2 FEET NORTHWEST OF THE
 LQ0471'NORTHWEST RAIL OF THE RAILROAD TRACKS AND 8-1/2 FEET NORTHEAST
 LQ0471'OF A WITNESS POST.
 LQ0471'
 LQ0471'REFERENCE MARK 1, STAMPED BANKS NO 1 1957, PROJECTS ABOUT 3
 LQ0471'INCHES.  IT IS ALONG THE TELEPHONE LINE AND ABOUT THE SAME
 LQ0471'ELEVATION AS THE STATION.
 LQ0471'
 LQ0471'REFERENCE MARK 2, STAMPED BANKS NO 2 1957, PROJECTS ABOUT 4
 LQ0471'INCHES AND IS ALSO ABOUT THE SAME ELEVATION AS THE STATION.
 LQ0471'
 LQ0471'THE NEVADA HIGHWAY COMMISSION SURVEY DISK CAN BE USED FOR AN
 LQ0471'AZIMUTH.  IT IS A BRONZE DISK SET IN AN 8-INCH SQUARE CONCRETE
 LQ0471'POST PROJECTING ABOUT 5 INCHES.  IT IS ON THE WEST SLOPE OF
 LQ0471'THE HIGH CUT BANK APPROXIMATELY 100 FEET NORTH OF U.S. HIGHWAY
 LQ0471'40, 5 FEET SOUTH OF THE FENCE LINE AND 5 FEET WEST OF A RED
 LQ0471'AND WHITE METAL FENCE (WITNESS) POST ABOUT 3 FEET HIGH.  THE
 LQ0471'MARK IS NOT STAMPED.  CAST--NEVADA HIGHWAY DEPT. SURVEY MARK
 LQ0471'NO. A.S.C.
 LQ0471
 LQ0471                          STATION RECOVERY (1957)
 LQ0471
 LQ0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0471'9.4 MI SW FROM ELKO.
 LQ0471'9.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0471'IDAHO STREETS AT ELKO, 0.1 MILE SOUTHEAST OF HIGHWAY, UNDER POWER
 LQ0471'LINE, 37 FEET NORTH OF THE NORTH RAIL OF THE SOUTHERN PACIFIC RAILROAD
 LQ0471'TRACKS, 33.5 FEET SOUTHWEST OF R.M. 1, 29.4 FEET SOUTHEAST OF R.M. 2,
 LQ0471'AND 8 FEET NORTHEAST OF WITNESS POST, SET IN A CONCRETE POST
 LQ0471'PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 LQ0471
 LQ0471                          STATION RECOVERY (1964)
 LQ0471
 LQ0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ALM)
 LQ0471'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 LQ0471'THE 1957 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 LQ0471
 LQ0471                          STATION RECOVERY (1970)
 LQ0471
 LQ0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LQ0471'THE STATION MARK REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LQ0471'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 HAD
 LQ0471'BEEN REMOVED FROM THE GROUND AND RESET IN A SHALLOW HOLE.
 LQ0471'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME BY RESTAMPING
 LQ0471'AND RESETTING THE OLD MONUMENT.
 LQ0471'
 LQ0471'THE STATION IS 9.0 MILES SOUTHWEST OF ELKO, 0.15 MILE NORTHEAST
 LQ0471'OF THE HUNTER BANKS RANCH BUILDINGS ON PROPERTY OWNED BY THE
 LQ0471'SOUTHERN PACIFIC COMPANY.  AFTER COMPLETION OF INTERSTATE
 LQ0471'HIGHWAY 80 THE STATION WILL BE IN THE NARROW STRIP WHICH
 LQ0471'LIES BETWEEN THE HIGHWAY AND THE RAILROAD.
 LQ0471'
 LQ0471'THE STATION MARK IS A STANDARD DISK STAMPED, BANKS 1957.  IT
 LQ0471'IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 LQ0471'1 INCH.  IT IS 37.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 23
 LQ0471'FEET SOUTHEAST OF A TELEPHONE POLE WITH A GUY WIRE, 17-1/2
 LQ0471'FEET NORTHWEST OF THE CENTER OF A TRACK ROAD AND 1-1/2 FEET SOUTH
 LQ0471'OF A WITNESS POST.
 LQ0471'
 LQ0471'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, BANKS NO 2 1957.
 LQ0471'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 LQ0471'PROJECTS 3 INCHES.  IT IS 65 FEET NORTHWEST OF THE NORTHWEST
 LQ0471'RAIL, 43 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD 22-1/2
 LQ0471'FEET NORTHEAST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A
 LQ0471'WITNESS POST.
 LQ0471'
 LQ0471'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, BANKS NO 3 1957
 LQ0471'1970.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 LQ0471'WHICH PROJECTS 5 INCHES.  IT IS 37-1/2 FEET NORTHWEST OF THE
 LQ0471'NORTHWEST RAIL, 19 FEET NORTH OF THE CENTER OF THE TRACK ROAD
 LQ0471'AND 1 FOOT SOUTH OF A WITNESS POST.
 LQ0471'
 LQ0471'A.S.C. 7-9 (NHPC) IS AN UNSTAMPED DISK SET IN THE TOP OF A 8
 LQ0471'INCH CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 5 FEET WEST
 LQ0471'OF A RED AND WHITE FENCE POST ALONG THE NORTHWEST RIGHT OF
 LQ0471'WAY OF INTERSTATE 80.  IT IS ABOUT 0.5 MILE NORTHEAST OF THE
 LQ0471'STATION.  TRIANGULATION STATIONS STEVE 1957 OR MOLLEN 2 CAN
 LQ0471'ALSO SERVE THE PURPOSE OF AN AZIMUTH MARK.
 LQ0471'
 LQ0471'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LQ0471'
 LQ0471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.0 MILES
 LQ0471'SOUTHEAST OF ELKO
 LQ0471
 LQ0471                          STATION RECOVERY (1970)
 LQ0471
 LQ0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LQ0471'RECOVERED IN GOOD CONDITION.
 LQ0471
 LQ0471                          STATION RECOVERY (1984)
 LQ0471
 LQ0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0471'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.15 KM
 LQ0471'(3.85 MI) SOUTHWEST ALONG OLD US HIGHWAY 40 (IDAHO STREET) FROM THE
 LQ0471'COURTHOUSE AT ELKO, THENCE 9.45 KM (5.9 MI) SOUTHWEST ALONG INTERSTATE
 LQ0471'80, THENCE 0.1 KM (0.05 MI) SOUTHEAST ACROSS COUNTRY, 0.6 KM (0.35 MI)
 LQ0471'SOUTHWEST OF MILEPOST 293, 0.1 KM (0.05 MI) EAST OF THE SOUTHEAST END
 LQ0471'OF THE HUNTER INTERCHANGE BRIDGE, 11.4 METERS (37.5 FT) NORTHWEST OF
 LQ0471'THE NORTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 8.9 METERS
 LQ0471'(29.5 FT) SOUTHEAST OF RM 2, 8.9 METERS (29.5 FT) SOUTHWEST OF RM 3
 LQ0471'AND 7.0 METERS (23 FT) NORTHEAST OF A TELEPHONE POLE WITH A GUY WIRE.
 LQ0471'NOTE--THIS MARK WAS REPORTED DESTURBED IN 1958 BY USGS, HOWEVER IT WAS
 LQ0471'REFERENCE MARK NO 1 THAT WAS DESTURBED.
 LQ0471'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 LQ0471'THE MARK IS 0.7 M BELOW THE TRACKS.
 LQ0471
 LQ0471                          STATION RECOVERY (1994)
 LQ0471
 LQ0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 LQ0471'STATION IS LOCATED ABOUT 15 KM (9.30 MI) SOUTHWEST OF ELKO, 0.2 KM
 LQ0471'(0.10 MI) EAST OF THE OVERPASS AT THE HUNTER INTERCHANGE OF INTERSTATE
 LQ0471'HIGHWAY 80, BETWEEN A PAVED ROAD AND A RAILROAD TRACK, IN LOW BRUSH,
 LQ0471'IN NORTH CENTRAL SECTION 8, T 33 N, R 54 E. OWNERSHIP--SOUTHERN
 LQ0471'PACIFIC RAILROAD. TO REACH FROM THE OVERPASS AT THE HUNTER EXIT OF
 LQ0471'INTERSTATE HIGHWAY 80 (EXIT 292), GO SOUTHEAST ON THE PAVED ROAD FOR
 LQ0471'0.10 KM (0.05 MI) TO A T-ROAD.  TURN LEFT, NORTHEAST, ON PAVED ROAD
 LQ0471'FOR 0.14 KM (0.10 MI) TO A RAILROAD CROSSING AND THE STATION ON THE
 LQ0471'RIGHT. STATION MARK IS A DISK SET IN THE TOP OF A 25-CM ROUND CONCRETE
 LQ0471'POST PROJECTING 10 CM ABOVE GROUND.  IT IS 48.1 M (157.8 FT) SOUTHWEST
 LQ0471'OF THE ROAD CENTER, 11.3 M (37.1 FT) NORTHWEST OF, AND SLIGHTLY LOWER
 LQ0471'THAN THE NORTHWEST RAIL OF THE TRACK, 7.0 M (23.0 FT) EAST-NORTHEAST
 LQ0471'OF A UTILITY POLE WITH GUY WIRE, AND 0.3 M (1.0 FT) SOUTHEAST OF A
 LQ0471'METAL WITNESS POST.
 LQ0471
 LQ0471                          STATION RECOVERY (1998)
 LQ0471
 LQ0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 LQ0471'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0684 ***********************************************************************
 MU0684  DESIGNATION -  BANKS
 MU0684  PID         -  MU0684
 MU0684  STATE/COUNTY-  NV/HUMBOLDT
 MU0684  USGS QUAD   -  WHISKEY SPRINGS (1980)
 MU0684
 MU0684                         *CURRENT SURVEY CONTROL
 MU0684  ___________________________________________________________________
 MU0684* NAD 83(1994)-  41 33 49.28354(N)    117 09 35.23233(W)     ADJUSTED  
 MU0684* NAVD 88     -      1754.3    (meters)    5756.     (feet)  VERTCON   
 MU0684  ___________________________________________________________________
 MU0684  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 MU0684  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 MU0684
 MU0684  HORZ ORDER  -  THIRD
 MU0684
 MU0684.The horizontal coordinates were established by classical geodetic methods
 MU0684.and adjusted by the National Geodetic Survey in June 1998..
 MU0684
 MU0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0684
 MU0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0684
 MU0684.The geoid height was determined by GEOID03.
 MU0684
 MU0684;                    North         East     Units Scale Factor Converg.
 MU0684;SPC NV W     - 4,757,221.069   918,733.769   MT  1.00007344   +0 56 40.4
 MU0684;SPC NV W     -15,607,649.46  3,014,212.37   sFT  1.00007344   +0 56 40.4
 MU0684;UTM  11      - 4,601,347.383   486,676.827   MT  0.99960218   -0 06 21.6
 MU0684
 MU0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0684!SPC NV W     -   0.99972781  x   1.00007344  =   0.99980123
 MU0684!UTM  11      -   0.99972781  x   0.99960218  =   0.99933009
 MU0684
 MU0684:                Primary Azimuth Mark                     Grid Az
 MU0684:SPC NV W     -  ROUND                                    267 50 41.3
 MU0684:UTM  11      -  ROUND                                    268 53 43.3
 MU0684
 MU0684|---------------------------------------------------------------------|
 MU0684| PID    Reference Object                     Distance      Geod. Az  |
 MU0684|                                                           dddmmss.s |
 MU0684| MU0417 ROUND                               APPROX. 8.8 KM 2684721.7 |
 MU0684|---------------------------------------------------------------------|
 MU0684
 MU0684                          SUPERSEDED SURVEY CONTROL
 MU0684
 MU0684  NAD 83(1986)-  41 33 49.28420(N)    117 09 35.24064(W) AD(       ) 3
 MU0684  NGVD 29 (11/08/90) 1753.2    (m)         5752.     (f) VERT ANG       
 MU0684
 MU0684.Superseded values are not recommended for survey control.
 MU0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0684.See file dsdata.txt to determine how the superseded data were derived.
 MU0684
 MU0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG8667701347(NAD 83)
 MU0684_MARKER: DB = BENCH MARK DISK
 MU0684_SETTING: 80 = SET IN A BOULDER
 MU0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0684+STABILITY: SURFACE MOTION
 MU0684
 MU0684  HISTORY     - Date     Condition        Report By
 MU0684  HISTORY     - 1975     MONUMENTED       USGS
 MU0684
 MU0684                          STATION DESCRIPTION
 MU0684
 MU0684'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 MU0684'LOCATED ABOUT 20 MI NE. OF PARADISE VALLEY, ABOUT 10 MI SE. OF
 MU0684'GREELY CROSSING, ABOUT 9 MI NW. OF LITTLE HUMBOLDT RANCH.  NEAR
 MU0684'CENTER OF LOW ROUND ELONGATED MESA TOP.
 MU0684'
 MU0684'TO REACH FROM GREELY CROSSING (NORTH FORK LITTLE HUMBOLDT RIVER),
 MU0684'GO 0.1 MI S. FROM BRIDGE ON GRADED RD. TO RD. FORK E.  TURN LEFT
 MU0684'(E.) ON MAIN-TRAVELED RD. 0.8 MI TO FENCE, PASS THROUGH GATE 0.85
 MU0684'MI TO FENCE, PASS THROUGH GATE AT RD. FORK.  TURN SHARP RIGHT (S.)
 MU0684'ACROSS BURIED PIPE LINE ON MAIN-TRAVELED RD. PASSING SEVERAL
 MU0684'FAINT SIDE RDS. 8.0 MI TO PROMINENT RD. FORK.  BEAR LEFT (SE.) 2.0
 MU0684'MI TO PROMINENT COW TRAIL X-ING. JUST SHORT OF DRAIN X-ING.  TURN
 MU0684'LEFT (NE.) ONTO COW TRAIL AND PICK WAY 0.35 MI TO NORTHWEST
 MU0684'SHOULDER OF MESA AND BREAK IN RIMROCK.  BEAR RIGHT (SE.) ACROSS
 MU0684'COUNTRY ABOUT 1.0 MI TO HIGHEST POINT OF ELONGATED MESA TOP AND
 MU0684'STATION 20 FT S. OF PROMINENT POINTED ROCK PROJECTING 1 FT, 6 FT
 MU0684'N. OF ANOTHER PROMINENT POINTED ROCK PROJECTING 1 FT. (4-WHEEL
 MU0684'DRIVE RECOMMENDED FOR LAST 1.35 MI).
 MU0684'
 MU0684'STATION MARK--STANDARD ALUMINUM TABLET
 MU0684'STAMPED---VABM BANKS 1975---, CEMENTED IN TOP OF 1.7 X 3-FT BOULDER
 MU0684'PROJECTING 0.2 FT.
 MU0684'
 MU0684'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0470 ***********************************************************************
 LQ0470  DESIGNATION -  BANKS RM 2
 LQ0470  PID         -  LQ0470
 LQ0470  STATE/COUNTY-  NV/ELKO
 LQ0470  USGS QUAD   -  HUNTER (1982)
 LQ0470
 LQ0470                         *CURRENT SURVEY CONTROL
 LQ0470  ___________________________________________________________________
 LQ0470* NAD 83(1986)-  40 45 58.     (N)    115 55 08.     (W)     SCALED    
 LQ0470* NAVD 88     -      1526.487  (meters)    5008.15   (feet)  ADJUSTED  
 LQ0470  ___________________________________________________________________
 LQ0470  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 LQ0470  DYNAMIC HT  -        1525.240 (meters)    5004.06  (feet)  COMP
 LQ0470  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 LQ0470
 LQ0470  VERT ORDER  -  SECOND    CLASS 0
 LQ0470
 LQ0470.The horizontal coordinates were scaled from a topographic map and have
 LQ0470.an estimated accuracy of +/- 6 seconds.
 LQ0470
 LQ0470.The orthometric height was determined by differential leveling
 LQ0470.and adjusted by the National Geodetic Survey in June 1991..
 LQ0470
 LQ0470.The geoid height was determined by GEOID03.
 LQ0470
 LQ0470.The dynamic height is computed by dividing the NAVD 88
 LQ0470.geopotential number by the normal gravity value computed on the
 LQ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0470.degrees latitude (g = 980.6199 gals.).
 LQ0470
 LQ0470.The modeled gravity was interpolated from observed gravity values.
 LQ0470
 LQ0470;                    North         East    Units  Estimated Accuracy
 LQ0470;SPC NV E     - 8,667,730.      171,670.      MT  (+/- 180 meters Scaled)
 LQ0470
 LQ0470                          SUPERSEDED SURVEY CONTROL
 LQ0470
 LQ0470  NGVD 29 (??/??/92) 1525.371  (m)         5004.49   (f) ADJ UNCH    2 0
 LQ0470
 LQ0470.Superseded values are not recommended for survey control.
 LQ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0470.See file dsdata.txt to determine how the superseded data were derived.
 LQ0470
 LQ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF912133(NAD 83)
 LQ0470_MARKER: DR = REFERENCE MARK DISK
 LQ0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0470_STAMPING: BANKS NO 2 1957
 LQ0470_MARK LOGO: CGS   
 LQ0470_PROJECTION: PROJECTING 5 CENTIMETERS
 LQ0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0470+STABILITY: SURFACE MOTION
 LQ0470
 LQ0470  HISTORY     - Date     Condition        Report By
 LQ0470  HISTORY     - 1957     MONUMENTED       CGS
 LQ0470  HISTORY     - 1970     GOOD             NGS
 LQ0470  HISTORY     - 1984     GOOD             NGS
 LQ0470
 LQ0470                          STATION DESCRIPTION
 LQ0470
 LQ0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0470'9.4 MI SW FROM ELKO.
 LQ0470'9.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0470'IDAHO STREETS AT ELKO, 0.1 MILE SOUTHEAST OF HIGHWAY, 66.6 FEET NORTH
 LQ0470'OF NORTH RAIL OF SOUTHERN PACIFIC RAILROAD TRACKS, 29.4 FEET NORTHWEST
 LQ0470'OF STATION MARK SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE
 LQ0470'GROUND.
 LQ0470
 LQ0470                          STATION RECOVERY (1970)
 LQ0470
 LQ0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LQ0470'RECOVERED IN GOOD CONDITION.
 LQ0470
 LQ0470                          STATION RECOVERY (1984)
 LQ0470
 LQ0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0470'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 LQ0470'NEW DESCRIPTION FOLLOWS.  6.15 KM (3.85 MI) SOUTHWEST ALONG OLD US
 LQ0470'HIGHWAY 40 (IDAHO STREET) FROM THE COURTHOUSE AT ELKO, THENCE 9.45 KM
 LQ0470'(5.9 MI) SOUTHWEST ALONG INTERSTATE 80, THENCE 0.1 KM (0.05 MI)
 LQ0470'SOUTHEAST ACROSS COUNTRY, 0.6 KM (0.35 MI) SOUTHWEST OF MILEPOST 293,
 LQ0470'19.8 METERS (65 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHERN
 LQ0470'PACIFIC RAILROAD, 14.4 METERS (47.5 FT) WEST OF RM 3, 8.9 METERS
 LQ0470'(29.5 FT) NORTHWEST OF THE STATION AND 6.8 METERS (22.5 FT) NORTH OF A
 LQ0470'TELEPHONE POLE WITH A GUY WIRE.
 LQ0470'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 LQ0470'THE MARK IS 0.7 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0473 ***********************************************************************
 LQ0473  DESIGNATION -  BANKS RM 3
 LQ0473  PID         -  LQ0473
 LQ0473  STATE/COUNTY-  NV/ELKO
 LQ0473  USGS QUAD   -  HUNTER (1982)
 LQ0473
 LQ0473                         *CURRENT SURVEY CONTROL
 LQ0473  ___________________________________________________________________
 LQ0473* NAD 83(1986)-  40 45 58.     (N)    115 55 08.     (W)     SCALED    
 LQ0473* NAVD 88     -      1526.33   (meters)    5007.6    (feet)  RESET     
 LQ0473  ___________________________________________________________________
 LQ0473  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 LQ0473
 LQ0473  VERT ORDER  -  THIRD
 LQ0473
 LQ0473.The horizontal coordinates were scaled from a topographic map and have
 LQ0473.an estimated accuracy of +/- 6 seconds.
 LQ0473
 LQ0473.The orthometric height was computed from unverified reset data.
 LQ0473
 LQ0473.The geoid height was determined by GEOID03.
 LQ0473
 LQ0473;                    North         East    Units  Estimated Accuracy
 LQ0473;SPC NV E     - 8,667,730.      171,670.      MT  (+/- 180 meters Scaled)
 LQ0473
 LQ0473                          SUPERSEDED SURVEY CONTROL
 LQ0473
 LQ0473.No superseded survey control is available for this station.
 LQ0473
 LQ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF912133(NAD 83)
 LQ0473_MARKER: DR = REFERENCE MARK DISK
 LQ0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0473_STAMPING: BANKS NO 3 1957 1970
 LQ0473_MARK LOGO: NGS   
 LQ0473_PROJECTION: PROJECTING 6 CENTIMETERS
 LQ0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0473+STABILITY: SURFACE MOTION
 LQ0473
 LQ0473  HISTORY     - Date     Condition        Report By
 LQ0473  HISTORY     - 1970     MONUMENTED       NGS
 LQ0473  HISTORY     - 1984     GOOD             NGS
 LQ0473
 LQ0473                          STATION DESCRIPTION
 LQ0473
 LQ0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LQ0473'9.4 MI SW FROM ELKO.
 LQ0473'9.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0473'IDAHO STREETS IN ELKO, 0.1 MILE SOUTHEAST OF HIGHWAY ALONG THE
 LQ0473'NORTHWEST SIDE OF THE RAILROAD, 37 1/2 FEET NORTHWEST OF THE NORTHWEST
 LQ0473'RAIL, 19 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 1 FOOT SOUTH OF A
 LQ0473'WITNESS POST AND 29 1/2 FEET NORTHEAST OF THE STATION. THE MARK IS SET
 LQ0473'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 LQ0473'ABOUT 5 INCHES.
 LQ0473
 LQ0473                          STATION RECOVERY (1984)
 LQ0473
 LQ0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0473'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 LQ0473'NEW DESCRIPTION FOLLOWS.  6.15 KM (3.85 MI) SOUTHWEST ALONG OLD US
 LQ0473'HIGHWAY 40 (IDAHO STREET) FROM THE COURTHOUSE AT ELKO, THENCE 9.45 KM
 LQ0473'(5.9 MI) SOUTHWEST ALONG INTERSTATE 80, THENCE 0.1 KM (0.05 MI)
 LQ0473'SOUTHEAST ACROSS COUNTRY, 0.6 KM (0.35 MI) SOUTHWEST OF MILEPOST 293,
 LQ0473'11.4 METERS (37.5 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE UNION
 LQ0473'PACIFIC RAILROAD, 14.4 METERS (47.5 FT) EAST OF RM 2, 12.9 METERS
 LQ0473'(42.5 FT) NORTHEAST OF A TELEPHONE POLE WITH A GUY WIRE AND 8.9 METERS
 LQ0473'(29.5 FT) NORTHEAST OF THE STATION.
 LQ0473'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 LQ0473'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0954 ***********************************************************************
 GS0954  DESIGNATION -  BAR
 GS0954  PID         -  GS0954
 GS0954  STATE/COUNTY-  NV/NYE
 GS0954  USGS QUAD   -  CANE SPRING (1986)
 GS0954
 GS0954                         *CURRENT SURVEY CONTROL
 GS0954  ___________________________________________________________________
 GS0954* NAD 83(1994)-  36 51 30.08399(N)    116 06 33.26197(W)     ADJUSTED  
 GS0954* NAVD 88     -      1540.8    (meters)    5055.     (feet)  VERTCON   
 GS0954  ___________________________________________________________________
 GS0954  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 GS0954  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GS0954
 GS0954  HORZ ORDER  -  THIRD
 GS0954
 GS0954.The horizontal coordinates were established by classical geodetic methods
 GS0954.and adjusted by the National Geodetic Survey in June 1998..
 GS0954
 GS0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0954
 GS0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0954
 GS0954.The geoid height was determined by GEOID03.
 GS0954
 GS0954;                    North         East     Units Scale Factor Converg.
 GS0954;SPC NV C     - 6,234,055.232   549,704.665   MT  0.99993043   +0 20 03.7
 GS0954;SPC NV C     -20,452,896.21  1,803,489.39   sFT  0.99993043   +0 20 03.7
 GS0954;UTM  11      - 4,079,529.861   579,404.048   MT  0.99967767   +0 32 03.6
 GS0954
 GS0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0954!SPC NV C     -   0.99976247  x   0.99993043  =   0.99969291
 GS0954!UTM  11      -   0.99976247  x   0.99967767  =   0.99944022
 GS0954
 GS0954|---------------------------------------------------------------------|
 GS0954| PID    Reference Object                     Distance      Geod. Az  |
 GS0954|                                                           dddmmss.s |
 GS0954| CS8883 BAR RM 1                             17.938 METERS 03750     |
 GS0954| CS8884 BAR RM 2                              5.410 METERS 33826     |
 GS0954|---------------------------------------------------------------------|
 GS0954
 GS0954                          SUPERSEDED SURVEY CONTROL
 GS0954
 GS0954  NAD 83(1992)-  36 51 30.09078(N)    116 06 33.26874(W) AD(       ) 3
 GS0954  NGVD 29 (02/14/94) 1539.9    (m)         5052.     (f) VERT ANG       
 GS0954
 GS0954.Superseded values are not recommended for survey control.
 GS0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0954.See file dsdata.txt to determine how the superseded data were derived.
 GS0954
 GS0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA7940479530(NAD 83)
 GS0954_MARKER: DS = TRIANGULATION STATION DISK
 GS0954_SETTING: 80 = SET IN A BOULDER
 GS0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0954+STABILITY: SURFACE MOTION
 GS0954
 GS0954  HISTORY     - Date     Condition        Report By
 GS0954  HISTORY     - 1959     MONUMENTED       USGS
 GS0954
 GS0954                          STATION DESCRIPTION
 GS0954
 GS0954'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GS0954'LOCATED ABOUT 14 MI N. AND 6 MI W. OF MERCURY, ABOUT 3.2 MI E. OF
 GS0954'LOOKOUT PEAK.  ON HIGHEST PART OF LARGE TOP.
 GS0954'
 GS0954'REACHED BY HELICOPTER.
 GS0954'
 GS0954'STATION MARK--STANDARD TABLET STAMPED---BAR 1959---, SET IN BOULDER
 GS0954'IN PLACE.
 GS0954'
 GS0954'RM 1--STANDARD RM TABLET STAMPED---NO 1 1959---, SET IN BOULDER IN
 GS0954'PLACE.
 GS0954'
 GS0954'RM 2--STANDARD RM TABLET STAMPED---NO 2 1959---, SET IN BOULDER IN
 GS0954'PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0406 ***********************************************************************
 KR0406  DESIGNATION -  BAR 2
 KR0406  PID         -  KR0406
 KR0406  STATE/COUNTY-  NV/CHURCHILL
 KR0406  USGS QUAD   -  OCALA (1986)
 KR0406
 KR0406                         *CURRENT SURVEY CONTROL
 KR0406  ___________________________________________________________________
 KR0406* NAD 83(1994)-  39 58 03.29427(N)    118 41 49.62714(W)     ADJUSTED  
 KR0406* NAVD 88     -      1259.06   (meters)    4130.8    (feet)  RESET     
 KR0406  ___________________________________________________________________
 KR0406  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 KR0406  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 KR0406
 KR0406  HORZ ORDER  -  THIRD
 KR0406  VERT ORDER  -  THIRD
 KR0406
 KR0406.The horizontal coordinates were established by classical geodetic methods
 KR0406.and adjusted by the National Geodetic Survey in June 1998..
 KR0406.No horizontal observational check was made to the station.
 KR0406
 KR0406.The orthometric height was computed from unverified reset data.
 KR0406
 KR0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0406
 KR0406.The geoid height was determined by GEOID03.
 KR0406
 KR0406;                    North         East     Units Scale Factor Converg.
 KR0406;SPC NV W     - 4,579,019.454   790,279.811   MT  0.99990116   -0 04 23.1
 KR0406;SPC NV W     -15,022,999.66  2,592,776.35   sFT  0.99990116   -0 04 23.1
 KR0406;UTM  11      - 4,425,538.186   355,062.228   MT  0.99985861   -1 05 25.2
 KR0406
 KR0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0406!SPC NV W     -   0.99980620  x   0.99990116  =   0.99970738
 KR0406!UTM  11      -   0.99980620  x   0.99985861  =   0.99966484
 KR0406
 KR0406|---------------------------------------------------------------------|
 KR0406| PID    Reference Object                     Distance      Geod. Az  |
 KR0406|                                                           dddmmss.s |
 KR0406| DA8690 BAR 2 RM 2                            8.205 METERS 12338     |
 KR0406| DA8691 BAR 2 RM 3                            9.723 METERS 21210     |
 KR0406| KR0404 BAR                                 218.214 METERS 31209     |
 KR0406|---------------------------------------------------------------------|
 KR0406
 KR0406                          SUPERSEDED SURVEY CONTROL
 KR0406
 KR0406  NAD 83(1986)-  39 58 03.30119(N)    118 41 49.62152(W) AD(       ) 3
 KR0406  NAD 27      -  39 58 03.62300(N)    118 41 46.07310(W) AD(       ) 3
 KR0406  NGVD 29 (07/19/86) 1258.16   (m)         4127.8    (f) LEVELING    3  
 KR0406
 KR0406.Superseded values are not recommended for survey control.
 KR0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0406.See file dsdata.txt to determine how the superseded data were derived.
 KR0406
 KR0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE5506225538(NAD 83)
 KR0406_MARKER: DS = TRIANGULATION STATION DISK
 KR0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0406_STAMPING: BAR 2 1959
 KR0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0406+STABILITY: SURFACE MOTION
 KR0406
 KR0406  HISTORY     - Date     Condition        Report By
 KR0406  HISTORY     - 1959     MONUMENTED       NVDH
 KR0406  HISTORY     - 1960     GOOD             NGS
 KR0406
 KR0406                          STATION DESCRIPTION
 KR0406
 KR0406'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1959
 KR0406'THE STATION IS LOCATED 3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY
 KR0406'40 FROM THE SOUTHERN PACIFIC RAILROAD STATION AT TOY TO
 KR0406'TOP OF HILL, 800 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KR0406'WESTBOUND LANE, 470 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KR0406'EASTBOUND LANE AT STATION OE 1338+10.  STATION IS A STANDARD
 KR0406'DISK STAMPED BAR 2 1959 SET IN THE TOP OF A SQUARE CONCRETE
 KR0406'POST PROJECTING 0.3 FOOT ABOVE GROUND SURFACE.
 KR0406'
 KR0406'REFERENCE MARK NO. 2 IS STAMPED BAR 2 NO 2 1959.
 KR0406'
 KR0406'REFERENCE MARK NO. 3 IS STAMPED BAR 2 NO 3 1959.
 KR0406
 KR0406                          STATION RECOVERY (1960)
 KR0406
 KR0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KR0406'3.65 MI SW FROM TOY.
 KR0406'THIS MARK IS LOCATED 3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM
 KR0406'THE SOUTHERN PACIFIC RAILROAD STATION AT TOY TO TOP OF HILL, 800 FEET
 KR0406'SOUTHEAST OF THE CENTERLINE OF THE WESTBOUND LANE, 470 FEET SOUTHEAST
 KR0406'OF THE CENTERLINE OF THE EASTBOUND LANE AT STA. OE 1338+10, 26.92 FEET
 KR0406'NORTHWEST OF R.M. NO. 2, 31.90 FEET NORTHEAST OF R.M. NO. 3, AND SET
 KR0406'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 0.3 FEET ABOVE GROUND
 KR0406'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0405 ***********************************************************************
 KR0405  DESIGNATION -  BAR RM 1
 KR0405  PID         -  KR0405
 KR0405  STATE/COUNTY-  NV/CHURCHILL
 KR0405  USGS QUAD   -  OCALA (1986)
 KR0405
 KR0405                         *CURRENT SURVEY CONTROL
 KR0405  ___________________________________________________________________
 KR0405* NAD 83(1986)-  39 58 08.     (N)    118 41 56.     (W)     SCALED    
 KR0405* NAVD 88     -      1257.832  (meters)    4126.74   (feet)  ADJUSTED  
 KR0405  ___________________________________________________________________
 KR0405  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 KR0405  DYNAMIC HT  -        1256.817 (meters)    4123.41  (feet)  COMP
 KR0405  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 KR0405
 KR0405  VERT ORDER  -  SECOND    CLASS 0
 KR0405
 KR0405.The horizontal coordinates were scaled from a topographic map and have
 KR0405.an estimated accuracy of +/- 6 seconds.
 KR0405
 KR0405.The orthometric height was determined by differential leveling
 KR0405.and adjusted by the National Geodetic Survey in June 1991..
 KR0405
 KR0405.The geoid height was determined by GEOID03.
 KR0405
 KR0405.The dynamic height is computed by dividing the NAVD 88
 KR0405.geopotential number by the normal gravity value computed on the
 KR0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0405.degrees latitude (g = 980.6199 gals.).
 KR0405
 KR0405.The modeled gravity was interpolated from observed gravity values.
 KR0405
 KR0405;                    North         East    Units  Estimated Accuracy
 KR0405;SPC NV W     - 4,579,170.      790,130.      MT  (+/- 180 meters Scaled)
 KR0405
 KR0405                          SUPERSEDED SURVEY CONTROL
 KR0405
 KR0405  NGVD 29 (??/??/92) 1256.93   (m)         4123.8    (f) COMPUTED    2 0
 KR0405
 KR0405.Superseded values are not recommended for survey control.
 KR0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0405.See file dsdata.txt to determine how the superseded data were derived.
 KR0405
 KR0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE549256(NAD 83)
 KR0405_MARKER: DR = REFERENCE MARK DISK
 KR0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0405_SP_SET: FOUNDATION
 KR0405_STAMPING: BAR NO 1 1957
 KR0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0405
 KR0405  HISTORY     - Date     Condition        Report By
 KR0405  HISTORY     - 1957     MONUMENTED       CGS
 KR0405
 KR0405                          STATION DESCRIPTION
 KR0405
 KR0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KR0405'3.65 MI SW FROM TOY.
 KR0405'3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE SOUTHERN PACIFIC
 KR0405'RAILROAD STATION AT TOY TO TOP OF HILL, 119.0 FEET EAST OF CENTERLINE
 KR0405'OF HIGHWAY, SET IN TOP OF THE SOUTHWEST CORNER OF 10 FOOT SQUARE
 KR0405'CONCRETE FOUNDATION WHICH PREVIOUSLY SUPPORTED THE UTILITY AND CONTROL
 KR0405'BUILDING OF A AIRWAY BEACON 2 1/2 FEET SOUTHWEST OF THE NORTHEAST
 KR0405'CORNER OF FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1143 ***********************************************************************
 JR1143  DESIGNATION -  BARBER
 JR1143  PID         -  JR1143
 JR1143  STATE/COUNTY-  NV/DOUGLAS
 JR1143  USGS QUAD   -  CARTERS STATION (1979)
 JR1143
 JR1143                         *CURRENT SURVEY CONTROL
 JR1143  ___________________________________________________________________
 JR1143* NAD 83(1994)-  38 46 38.17782(N)    119 44 27.68289(W)     ADJUSTED  
 JR1143* NAVD 88     -      1874.2    (meters)    6149.     (feet)  VERTCON   
 JR1143  ___________________________________________________________________
 JR1143  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 JR1143  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 JR1143
 JR1143  HORZ ORDER  -  THIRD
 JR1143
 JR1143.The horizontal coordinates were established by classical geodetic methods
 JR1143.and adjusted by the National Geodetic Survey in June 1998..
 JR1143
 JR1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1143
 JR1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1143
 JR1143.The geoid height was determined by GEOID03.
 JR1143
 JR1143;                    North         East     Units Scale Factor Converg.
 JR1143;SPC NV W     - 4,447,511.659   699,408.422   MT  1.00002456   -0 43 30.4
 JR1143;SPC NV W     -14,591,544.50  2,294,642.46   sFT  1.00002456   -0 43 30.4
 JR1143;SPC CA 2     -   625,722.582 2,196,264.921   MT  0.99992899   +1 25 27.2
 JR1143;SPC CA 2     - 2,052,891.50  7,205,579.16   sFT  0.99992899   +1 25 27.2
 JR1143;UTM  11      - 4,295,629.308   261,887.911   MT  1.00029823   -1 43 03.0
 JR1143
 JR1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1143!SPC NV W     -   0.99970987  x   1.00002456  =   0.99973442
 JR1143!SPC CA 2     -   0.99970987  x   0.99992899  =   0.99963888
 JR1143!UTM  11      -   0.99970987  x   1.00029823  =   1.00000801
 JR1143
 JR1143:                Primary Azimuth Mark                     Grid Az
 JR1143:SPC NV W     -  ROCK CLIFF RESET                         029 50 17.8
 JR1143:SPC CA 2     -  ROCK CLIFF RESET                         027 41 20.2
 JR1143:UTM  11      -  ROCK CLIFF RESET                         030 49 50.4
 JR1143
 JR1143|---------------------------------------------------------------------|
 JR1143| PID    Reference Object                     Distance      Geod. Az  |
 JR1143|                                                           dddmmss.s |
 JR1143| JR1142 ROCK CLIFF RESET                    APPROX. 8.1 KM 0290647.4 |
 JR1143|---------------------------------------------------------------------|
 JR1143
 JR1143                          SUPERSEDED SURVEY CONTROL
 JR1143
 JR1143  NAD 83(1992)-  38 46 38.17778(N)    119 44 27.68194(W) AD(       ) 3
 JR1143  NAD 83(1986)-  38 46 38.14000(N)    119 44 27.66352(W) AD(       ) 3
 JR1143  NAD 27      -  38 46 38.27994(N)    119 44 23.77015(W) AD(       ) 3
 JR1143  NGVD 29 (07/19/86) 1873.0    (m)         6145.     (f) VERT ANG       
 JR1143
 JR1143.Superseded values are not recommended for survey control.
 JR1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1143.See file dsdata.txt to determine how the superseded data were derived.
 JR1143
 JR1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC6188895629(NAD 83)
 JR1143_MARKER: Z = SEE DESCRIPTION
 JR1143_SETTING: 0 = UNSPECIFIED SETTING
 JR1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1143
 JR1143  HISTORY     - Date     Condition        Report By
 JR1143  HISTORY     - 1894     MONUMENTED       CGS
 JR1143  HISTORY     - 1940     SEE DESCRIPTION  USFS
 JR1143
 JR1143                          STATION DESCRIPTION
 JR1143
 JR1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (CHS)
 JR1143'STATION IS ON ONE OF THE LOW PEAKS TO THE E OF LYMAN BARBERS
 JR1143'RANCH AND IS ABOUT 1-1/2 MILES FROM THE RANCH.  STATION IS
 JR1143'REACHED BY AN OLD WOOD ROAD THAT RUNS UP A CANYON TO THE E
 JR1143'OF THE RANCH TO THE FOOT OF THE STEEP HILL THENCE UP THE HILL
 JR1143'BY A TRAIL TO THE SUMMIT THENCE TO THE S ALONG RIDGE TO STATION.
 JR1143'
 JR1143'STATION IS MARKED BY A HOLE DRILLED IN A ROCK THAT PROJECTS
 JR1143'ABOUT 3 FEET ABOVE THE GROUND.  THE GROUND AT STATION IS ROCKY
 JR1143'WITH SOME SAGE BRUSH AND A FEW SECOND GROWTH PINES.
 JR1143
 JR1143                          STATION RECOVERY (1940)
 JR1143
 JR1143'RECOVERY NOTE BY US FOREST SERVICE 1940
 JR1143'STATION RECOVERED IN FAIR CONDITION.  FOUND SHALLOW DRILL HOLE
 JR1143'AND OLD SIGNAL POLES ON LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0287 ***********************************************************************
 HP0287  DESIGNATION -  BARCLAY
 HP0287  PID         -  HP0287
 HP0287  STATE/COUNTY-  NV/LINCOLN
 HP0287  USGS QUAD   -  ACOMA (1972)
 HP0287
 HP0287                         *CURRENT SURVEY CONTROL
 HP0287  ___________________________________________________________________
 HP0287* NAD 83(1994)-  37 30 09.36859(N)    114 14 18.53588(W)     ADJUSTED  
 HP0287* NAVD 88     -      1719.9    (meters)    5643.     (feet)  VERTCON   
 HP0287  ___________________________________________________________________
 HP0287  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 HP0287  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 HP0287
 HP0287  HORZ ORDER  -  FIRST
 HP0287
 HP0287.The horizontal coordinates were established by classical geodetic methods
 HP0287.and adjusted by the National Geodetic Survey in June 1998..
 HP0287
 HP0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0287
 HP0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0287
 HP0287.The geoid height was determined by GEOID03.
 HP0287
 HP0287;                    North         East     Units Scale Factor Converg.
 HP0287;SPC NV E     - 8,306,251.757   318,905.894   MT  1.00007410   +0 49 07.8
 HP0287;SPC NV E     -27,251,427.64  1,046,277.09   sFT  1.00007410   +0 49 07.8
 HP0287;SPC UT S     - 3,096,319.703   257,900.393   MT  0.99996330   -1 40 40.2
 HP0287;UTM  11      - 4,154,212.999   744,106.972   MT  1.00033405   +1 40 55.3
 HP0287
 HP0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0287!SPC NV E     -   0.99973395  x   1.00007410  =   0.99980803
 HP0287!SPC UT S     -   0.99973395  x   0.99996330  =   0.99969726
 HP0287!UTM  11      -   0.99973395  x   1.00033405  =   1.00006791
 HP0287
 HP0287:                Primary Azimuth Mark                     Grid Az
 HP0287:SPC NV E     -  BARCLAY AZ MK                            008 18 57.7
 HP0287:SPC UT S     -  BARCLAY AZ MK                            010 48 45.7
 HP0287:UTM  11      -  BARCLAY AZ MK                            007 27 10.2
 HP0287
 HP0287|---------------------------------------------------------------------|
 HP0287| PID    Reference Object                     Distance      Geod. Az  |
 HP0287|                                                           dddmmss.s |
 HP0287| DD5331 BARCLAY AZ MK                                      0090805.5 |
 HP0287| DD5332 BARCLAY RM 1                          9.030 METERS 02127     |
 HP0287| DD5333 BARCLAY RM 2                          6.163 METERS 11602     |
 HP0287|---------------------------------------------------------------------|
 HP0287
 HP0287                          SUPERSEDED SURVEY CONTROL
 HP0287
 HP0287  NAD 83(1994)-  37 30 09.36881(N)    114 14 18.53580(W) AD(       ) 1
 HP0287  NAD 83(1986)-  37 30 09.36138(N)    114 14 18.53502(W) AD(       ) 1
 HP0287  NAD 27      -  37 30 09.48100(N)    114 14 15.60700(W) AD(       ) 1
 HP0287  NGVD 29 (07/19/86) 1718.8    (m)         5639.     (f) VERT ANG       
 HP0287
 HP0287.Superseded values are not recommended for survey control.
 HP0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0287.See file dsdata.txt to determine how the superseded data were derived.
 HP0287
 HP0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB4410754213(NAD 83)
 HP0287_MARKER: DS = TRIANGULATION STATION DISK
 HP0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0287
 HP0287  HISTORY     - Date     Condition        Report By
 HP0287  HISTORY     - 1944     MONUMENTED       CGS
 HP0287  HISTORY     - 1954     GOOD             CGS
 HP0287  HISTORY     - 1972     GOOD             USGS
 HP0287
 HP0287                          STATION DESCRIPTION
 HP0287
 HP0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0287'STATION IS ABOUT 1 MILE (AIR LINE) SE OF THE BARCLAY SCHOOLHOUSE,
 HP0287'ALONG THE BLADED ROAD LEADING FROM THE VICINITY OF BARCLAY
 HP0287'TO SAWMILL MOUNTAIN.  IT IS ON A LOW RIDGE RUNNING N AND S
 HP0287'ALONG THE W SIDE OF THE ROAD.  BARCLAY MAY BE REACHED FROM
 HP0287'CALIENTE BY FOLLOWING MARKED ROADS.
 HP0287'
 HP0287'STATION MARK IS A BRONZE STATION DISK SET IN A 12-INCH-SQUARE
 HP0287'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  IT
 HP0287'IS 32 FEET W OF THE CENTER LINE OF THE ROAD AND IS STAMPED
 HP0287'BARCLAY 1944.  UNDERGROUND MARK IS A BRONZE DISK SET IN A DRILL
 HP0287'HOLE IN OUTCROPPING BEDROCK.
 HP0287'
 HP0287'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12-INCH-SQUARE
 HP0287'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
 HP0287'IT IS STAMPED BARCLAY NO 1 1944.  IT IS 21 FEET W OF THE CENTER
 HP0287'LINE OF THE ROAD.
 HP0287'
 HP0287'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12-INCH-SQUARE
 HP0287'CONCRETE POST PROJECTING ABOUT 12 INCHES ABOVE THE GROUND.
 HP0287'IT IS ABOUT 13 FEET W OF THE CENTER LINE OF THE ROAD AND IS
 HP0287'STAMPED BARCLAY NO 2 1944.
 HP0287'
 HP0287'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 HP0287'ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED BARCLAY 1944.
 HP0287'IT IS 22 FEET W OF THE CENTER LINE OF THE ROAD AND 1-1/2 FEET
 HP0287'W OF A 4- BY 4-INCH WHITE WITNESS POST.  IT IS PASSED ON THE
 HP0287'WAY TO THE STATION.
 HP0287'
 HP0287'TO REACH STATION FROM THE BARCLAY SCHOOLHOUSE, GO E ALONG
 HP0287'THE VALLEY FOR 0.6 MILE TO A FORK, TAKE RIGHT FORK AND CONTINUE
 HP0287'FOR 0.8 MILE TO FORK, TAKE RIGHT FORK AND GO 0.15 MILE TO STATION.
 HP0287
 HP0287                          STATION RECOVERY (1954)
 HP0287
 HP0287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0287'RECOVERED.  THE STATION, REFERENCE MARKS, AND AZIMUTH MARK
 HP0287'WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 HP0287
 HP0287                          STATION RECOVERY (1972)
 HP0287
 HP0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (GLC)
 HP0287'REVISED TO REACH.  FROM BARCLAY TAKE THE MAIN BLADED ROAD SOUTH
 HP0287'FOR 1.2 MILES.  STATION MARK IS ON THE EAST SIDE OF THE ROAD
 HP0287'ABOUT 2 FEET FROM THE EDGE OF THE BLADED SECTION.  R.M.S ARE
 HP0287'EAST TO THE STATION MARK.  ALL MARKS ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0866 ***********************************************************************
 LR0866  DESIGNATION -  BARD
 LR0866  PID         -  LR0866
 LR0866  STATE/COUNTY-  NV/PERSHING
 LR0866  USGS QUAD   -  PANTHER CANYON (1990)
 LR0866
 LR0866                         *CURRENT SURVEY CONTROL
 LR0866  ___________________________________________________________________
 LR0866* NAD 83(1994)-  40 37 03.97895(N)    117 35 17.56125(W)     ADJUSTED  
 LR0866* NAVD 88     -      1948.7    (meters)    6393.     (feet)  VERTCON   
 LR0866  ___________________________________________________________________
 LR0866  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 LR0866  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 LR0866
 LR0866  HORZ ORDER  -  SECOND
 LR0866
 LR0866.The horizontal coordinates were established by classical geodetic methods
 LR0866.and adjusted by the National Geodetic Survey in June 1998..
 LR0866
 LR0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0866
 LR0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0866
 LR0866.The geoid height was determined by GEOID03.
 LR0866
 LR0866;                    North         East     Units Scale Factor Converg.
 LR0866;SPC NV W     - 4,651,679.362   884,198.796   MT  0.99998724   +0 38 52.3
 LR0866;SPC NV W     -15,261,384.71  2,900,908.88   sFT  0.99998724   +0 38 52.3
 LR0866;UTM  11      - 4,496,493.798   450,245.706   MT  0.99963047   -0 22 58.6
 LR0866
 LR0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0866!SPC NV W     -   0.99969766  x   0.99998724  =   0.99968491
 LR0866!UTM  11      -   0.99969766  x   0.99963047  =   0.99932824
 LR0866
 LR0866|---------------------------------------------------------------------|
 LR0866| PID    Reference Object                     Distance      Geod. Az  |
 LR0866|                                                           dddmmss.s |
 LR0866| DB6222 BARD RM 1                             2.801 METERS 09202     |
 LR0866| DB6221 BARD AZ MK                                         1320151.2 |
 LR0866| DB6223 BARD RM 2                             4.600 METERS 19550     |
 LR0866|---------------------------------------------------------------------|
 LR0866
 LR0866                          SUPERSEDED SURVEY CONTROL
 LR0866
 LR0866  NAD 83(1986)-  40 37 03.98444(N)    117 35 17.55523(W) AD(       ) 2
 LR0866  NAD 27      -  40 37 04.31630(N)    117 35 14.11860(W) AD(       ) 2
 LR0866  NGVD 29 (07/19/86) 1947.6    (m)         6390.     (f) VERT ANG       
 LR0866
 LR0866.Superseded values are not recommended for survey control.
 LR0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0866.See file dsdata.txt to determine how the superseded data were derived.
 LR0866
 LR0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME5024696494(NAD 83)
 LR0866_MARKER: DS = TRIANGULATION STATION DISK
 LR0866_SETTING: 66 = SET IN ROCK OUTCROP
 LR0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0866
 LR0866  HISTORY     - Date     Condition        Report By
 LR0866  HISTORY     - 1958     MONUMENTED       CGS
 LR0866  HISTORY     - 1964     GOOD             USGS
 LR0866
 LR0866                          STATION DESCRIPTION
 LR0866
 LR0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0866'THE STATION IS LOCATED ON THE SUMMIT OF THE MOST NORTHERLY, AND
 LR0866'HIGHEST ONE OF A GROUP OF LOW HILLS THAT LIE BETWEEN SHEEP RANCH
 LR0866'CANYON AND PANTHER CANYONE.  IT IS, AIRLINE, ABOUT 26 MILES
 LR0866'SOUTH-SOUTHEAST OF WINNEMUCCA, 24 MILES SOUTH-SOUTHWEST OF
 LR0866'GOLCONDA AND 2-1/2 MILES WEST OF BARDMASS PASS.
 LR0866'
 LR0866'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION IN GOLCONDA,
 LR0866'GO SOUTH ON HARD SURFACED ROAD FOR 0.4 MILE TO U.S. HIGHWAY 40.
 LR0866'CROSS HIGHWAY AND CONTINUE SOUTH, ON GRAVELED ROAD, FOR 18.3
 LR0866'MILES TO END OF GRAVELED ROAD AT A RANCH.  CONTINUE SOUTH, ON
 LR0866'TRACK ROAD, FOR 5.6 MILES TO POINT WHERE SWINGS FROM SOUTH TO
 LR0866'SOUTHWEST.  KEEP ON MAIN ROAD AND GO SOUTHWEST THROUGH LOW HILLS
 LR0866'FOR 1.1 MILES TO A FORK.  TAKE LEFT FORK AND GO SOUTH FOR 0.6
 LR0866'MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE SOUTH FOR
 LR0866'0.4 MILE.  HERE LEAVE TRACK ROAD AND GO WEST, CROSS COUNTRY,
 LR0866'WORKING UP CONNECTING RIDGES, FOR 3.2 MILES TO SUMMIT OF A
 LR0866'ROUND TOPPED HILL AND THE AZIMUTH MARK.  GO NORTHWEST,
 LR0866'DROPPING INTO SADDLE AND THEN UP SLOPE OF NEXT HILL, FOR 0.5
 LR0866'MILE TO SUMMIT AND STATION.  NOTE--A 4-WHEEL-DRIVE VEHICLE IS
 LR0866'REQUIRED.
 LR0866'
 LR0866'THE STATION MARK IS A STANDARD DISK STAMPED BARD 1958, CEMENTED
 LR0866'IN A DRILL HOLE IN A 2 X 3-FOOT BEDROCK OUTCROP THAT PROJECTS
 LR0866'3 INCHES ABOVE GROUND.
 LR0866'
 LR0866'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BARD NO 1
 LR0866'1958, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 LR0866'IT IS AT THE SAME ELEVATION AS THE STATION.
 LR0866'
 LR0866'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BARD NO 2
 LR0866'1958, CEMENTED IN A DRILL HOLE IN A 1 X 2-FOOT BEDROCK OUTCROP
 LR0866'THAT PROJECTS 1 FOOT ABOVE GROUND.  IT IS ABOUT 2 FEET LOWER THAN
 LR0866'THE STATION.
 LR0866'
 LR0866'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BARD 1958, CEMENTED
 LR0866'IN A DRILL HOLE IN A BEDROCK OUTCROP THAT PROJECTS 2 FEET ABOVE
 LR0866'GROUND.  IT IS ON THE SUMMIT OF THE FIRST HILL SOUTHEAST OF THE
 LR0866'STATION AND IS 2-1/2 FEET WEST OF A CAIRN WITH A 1 X 4-INCH STAKE
 LR0866'IN ITS CENTER.
 LR0866
 LR0866                          STATION RECOVERY (1964)
 LR0866
 LR0866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LR0866'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40117-4, STATION 1035.
 LR0866'
 LR0866'STATION MARK--A STANDARD DISK STAMPED---BARD 1958---CEMENTED IN A
 LR0866'DRILL HOLE IN A 2 X 3-FOOT BEDROCK OUTCROP THAT PROJECTS 3 INCHES
 LR0866'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0912 ***********************************************************************
 GS0912  DESIGNATION -  BARE CAIRN
 GS0912  PID         -  GS0912
 GS0912  STATE/COUNTY-  NV/NYE
 GS0912  USGS QUAD   -  CARRARA CANYON (1987)
 GS0912
 GS0912                         *CURRENT SURVEY CONTROL
 GS0912  ___________________________________________________________________
 GS0912* NAD 83(1994)-  36 51 57.74484(N)    116 42 25.28422(W)     ADJUSTED  
 GS0912* NAVD 88     -                                                        
 GS0912  ___________________________________________________________________
 GS0912  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 GS0912  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 GS0912
 GS0912  HORZ ORDER  -  THIRD
 GS0912
 GS0912.The horizontal coordinates were established by classical geodetic methods
 GS0912.and adjusted by the National Geodetic Survey in June 1998..
 GS0912
 GS0912
 GS0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0912
 GS0912.The geoid height was determined by GEOID03.
 GS0912
 GS0912;                    North         East     Units Scale Factor Converg.
 GS0912;SPC NV C     - 6,234,763.556   496,401.848   MT  0.99990016   -0 01 27.2
 GS0912;SPC NV C     -20,455,220.10  1,628,611.73   sFT  0.99990016   -0 01 27.2
 GS0912;UTM  11      - 4,080,052.001   526,113.598   MT  0.99960840   +0 10 32.8
 GS0912
 GS0912                          SUPERSEDED SURVEY CONTROL
 GS0912
 GS0912  NAD 83(1992)-  36 51 57.73422(N)    116 42 25.29011(W) AD(       ) 4
 GS0912  NAD 83(1986)-  36 51 57.72915(N)    116 42 25.29369(W) AD(       ) 4
 GS0912  NAD 27      -  36 51 57.92000(N)    116 42 22.09000(W) AD(       ) 3
 GS0912
 GS0912.Superseded values are not recommended for survey control.
 GS0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0912.See file dsdata.txt to determine how the superseded data were derived.
 GS0912
 GS0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA2611480052(NAD 83)
 GS0912
 GS0912  HISTORY     - Date     Condition        Report By
 GS0912  HISTORY     - 1949     MONUMENTED       CGS
 GS0912
 GS0912                          STATION DESCRIPTION
 GS0912
 GS0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0912'THE STATION IS A CAIRN ON THE HIGHEST ELEVATION AT THE NORTHWEST
 GS0912'END OF THE BARE MOUNTAINS.  IT IS ABOUT 4-1/2 MILES SOUTHEAST
 GS0912'OF BEATTY, 1-1/2 MILES NORTHWEST OF STATION BARE MOUNTAIN,
 GS0912'WHICH IS THE HIGHEST POINT OF THE RANGE, AND IT ABOUT 175
 GS0912'FEET LOWER THAN THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0911 ***********************************************************************
 GS0911  DESIGNATION -  BARE MOUNTAIN
 GS0911  PID         -  GS0911
 GS0911  STATE/COUNTY-  NV/NYE
 GS0911  USGS QUAD   -  CARRARA CANYON (1987)
 GS0911
 GS0911                         *CURRENT SURVEY CONTROL
 GS0911  ___________________________________________________________________
 GS0911* NAD 83(1994)-  36 50 34.69943(N)    116 40 28.39895(W)     ADJUSTED  
 GS0911* NAVD 88     -      1926.3    (meters)    6320.     (feet)  VERTCON   
 GS0911  ___________________________________________________________________
 GS0911  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 GS0911  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GS0911
 GS0911  HORZ ORDER  -  FIRST
 GS0911
 GS0911.The horizontal coordinates were established by classical geodetic methods
 GS0911.and adjusted by the National Geodetic Survey in June 1998..
 GS0911
 GS0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0911
 GS0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0911
 GS0911.The geoid height was determined by GEOID03.
 GS0911
 GS0911;                    North         East     Units Scale Factor Converg.
 GS0911;SPC NV C     - 6,232,203.092   499,296.452   MT  0.99990001   -0 00 17.0
 GS0911;SPC NV C     -20,446,819.64  1,638,108.44   sFT  0.99990001   -0 00 17.0
 GS0911;UTM  11      - 4,077,502.396   529,016.274   MT  0.99961037   +0 11 42.5
 GS0911
 GS0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0911!SPC NV C     -   0.99970209  x   0.99990001  =   0.99960213
 GS0911!UTM  11      -   0.99970209  x   0.99961037  =   0.99931258
 GS0911
 GS0911|---------------------------------------------------------------------|
 GS0911| PID    Reference Object                     Distance      Geod. Az  |
 GS0911|                                                           dddmmss.s |
 GS0911| CC5105 BARE MOUNTAIN RM 1                    3.456 METERS 09549     |
 GS0911| CC5104 BARE MOUNTAIN AZ MK                                1252320.2 |
 GS0911| CC5106 BARE MOUNTAIN RM 2                    7.239 METERS 30345     |
 GS0911| GS0912 BARE CAIRN                          APPROX. 3.9 KM 3112924.3 |
 GS0911|---------------------------------------------------------------------|
 GS0911
 GS0911                          SUPERSEDED SURVEY CONTROL
 GS0911
 GS0911  NAD 83(1992)-  36 50 34.68744(N)    116 40 28.40147(W) AD(       ) 1
 GS0911  NAD 83(1986)-  36 50 34.68428(N)    116 40 28.40533(W) AD(       ) 1
 GS0911  NAD 27      -  36 50 34.86600(N)    116 40 25.19700(W) AD(       ) 1
 GS0911  NGVD 29 (07/19/86) 1925.4    (m)         6317.     (f) VERT ANG       
 GS0911
 GS0911.Superseded values are not recommended for survey control.
 GS0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0911.See file dsdata.txt to determine how the superseded data were derived.
 GS0911
 GS0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA2901677502(NAD 83)
 GS0911_MARKER: DS = TRIANGULATION STATION DISK
 GS0911_SETTING: 66 = SET IN ROCK OUTCROP
 GS0911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0911+STABILITY: POSITION/ELEVATION WELL
 GS0911
 GS0911  HISTORY     - Date     Condition        Report By
 GS0911  HISTORY     - 1949     MONUMENTED       CGS
 GS0911  HISTORY     - 1959     GOOD             USGS
 GS0911
 GS0911                          STATION DESCRIPTION
 GS0911
 GS0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0911'THE STATION IS 21 MILES NORTHWEST OF LATHROP WELLS, 6 MILES
 GS0911'SOUTHEAST OF BEATTY AND 3-1/2 MILES NORTHEAST OF U.S. HIGHWAY
 GS0911'95.  IT IS ON THE HIGHEST POINT IN THE BARE MOUNTAINS.  THIS
 GS0911'PEAK HAS A CLIFF ON THE NORTHWEST SIDE WHICH IS ABOUT 75
 GS0911'FEET HIGH.  THE STATION MARK IS 10 METERS SOUTHEAST OF THIS
 GS0911'CLIFF.  THE MARK IS STAMPED BARE MTN 1949.
 GS0911'
 GS0911'REFERENCE MARK NO. 1 IS ON THE SAME BEDROCK OUTCROP AS THE
 GS0911'STATION AND THE SAME ELEVATION AS THE STATION.  THE MARK IS
 GS0911'STAMPED BARE MTN NO 1 1949.
 GS0911'
 GS0911'REFERENCE MARK NO. 2 IS 2 METERS SOUTHEAST OF THE 75 FOOT CLIFF
 GS0911'AND APPROXIMATELY 7 FEET LOWER THAN THE STATION.  THE MARK
 GS0911'IS STAMPED BARE MTN NO 2 1949.
 GS0911'
 GS0911'THE AZIMUTH MARK IS 1/2 MILE SOUTHEAST OF THE STATION ON THE
 GS0911'HIGHEST POINT OF A SMOOTH HIGH SUMMIT.  IT IS 4 FEET NORTHWEST
 GS0911'OF A CAIRN, SET IN BEDROCK FLUSH WITH THE SURFACE.  THE MARK IS
 GS0911'STAMPED BARE MTN 1949.
 GS0911'
 GS0911'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95
 GS0911'AND STATE HIGHWAY 58 IN BEATTY GO SOUTHEASTERLY ON U.S. HIGHWAY
 GS0911'95 FOR 8.5 MILES TO A SIDE ROAD LEFT.  0.05 MILE BEFORE REACHING
 GS0911'A ROAD SIGN CARRARA.  TURN LEFT OFF THE HIGHWAY AND PASS THROUGH
 GS0911'LOCATION OF THE FORMER PLANT SITE OF THE ELIZALDE AND CO., LTD.,
 GS0911'TO REACH A ROAD THAT BEELINES INTO THE CANYON IN A NORTHEASTERLY
 GS0911'DIRECTION.  TRAVEL THIS ROAD FOR 3.0 MILES TO THE END OF THE
 GS0911'ROAD AT A QUARRY SITE IN THE MOUTH OF THE CANYON.  THIS IS
 GS0911'END OF TRUCK TRAVEL.  FROM HERE NOTE IN 10 DEGREES BEARING
 GS0911'FROM TRUE NORTH, THE LEFT, WEST END OF THE SMOOTH APPEARING
 GS0911'RIDGE AT THE TOP OF THE CANYON.  PACK UP THE CANYON TO THE
 GS0911'SADDLE AT THE WEST END OF THIS RIDGE.  FROM HERE BEAR
 GS0911'RIGHT TO THE SUMMIT OF THE RIDGE AND THE AZIMUTH MARK.  FROM HERE
 GS0911'THE STATION IS 1/2 MILE NORTHWEST.  PACK ALONG THE RUGGED
 GS0911'RIDGE TO THE HIGHEST POINT AND STATION SITE.  FROM THE END OF
 GS0911'TRUCK TRAVEL THE STATION IS ABOUT 1-1/2 MILES AIR LINE.  IT
 GS0911'TAKES APPROXIMATELY 3 HOURS TO PACK TO THE STATION.
 GS0911
 GS0911                          STATION RECOVERY (1959)
 GS0911
 GS0911'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GS0911'DESCRIPTION AND POSITION LISTED IN NGS QUAD 36116-4, STATION 1013.
 GS0911'STATION MARK--A STANDARD DISK STAMPED---BARE MTN 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0910 ***********************************************************************
 GS0910  DESIGNATION -  BARE MTN RNG REDDISH PK CAIRN
 GS0910  PID         -  GS0910
 GS0910  STATE/COUNTY-  NV/NYE
 GS0910  USGS QUAD   -  CARRARA CANYON (1987)
 GS0910
 GS0910                         *CURRENT SURVEY CONTROL
 GS0910  ___________________________________________________________________
 GS0910* NAD 83(1994)-  36 47 17.44324(N)    116 38 40.84769(W)     ADJUSTED  
 GS0910* NAVD 88     -                                                        
 GS0910  ___________________________________________________________________
 GS0910  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 GS0910  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 GS0910
 GS0910  HORZ ORDER  -  THIRD
 GS0910
 GS0910.The horizontal coordinates were established by classical geodetic methods
 GS0910.and adjusted by the National Geodetic Survey in June 1998..
 GS0910
 GS0910
 GS0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0910
 GS0910.The geoid height was determined by GEOID03.
 GS0910
 GS0910;                    North         East     Units Scale Factor Converg.
 GS0910;SPC NV C     - 6,226,123.245   501,962.297   MT  0.99990005   +0 00 47.4
 GS0910;SPC NV C     -20,426,872.68  1,646,854.64   sFT  0.99990005   +0 00 47.4
 GS0910;SPC CA 4     -   664,010.015 2,210,198.416   MT  0.99994476   +1 24 18.6
 GS0910;SPC CA 4     - 2,178,506.19  7,251,292.64   sFT  0.99994476   +1 24 18.6
 GS0910;UTM  11      - 4,071,433.632   531,702.523   MT  0.99961238   +0 12 46.0
 GS0910
 GS0910                          SUPERSEDED SURVEY CONTROL
 GS0910
 GS0910  NAD 83(1992)-  36 47 17.43024(N)    116 38 40.85352(W) AD(1991.35) 4
 GS0910  NAD 83(1992)-  36 47 17.43233(N)    116 38 40.84773(W) AD(       ) 4
 GS0910  NAD 83(1986)-  36 47 17.42874(N)    116 38 40.85179(W) AD(       ) 4
 GS0910  NAD 27      -  36 47 17.60900(N)    116 38 37.65000(W) AD(       ) 3
 GS0910
 GS0910.Superseded values are not recommended for survey control.
 GS0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0910.See file dsdata.txt to determine how the superseded data were derived.
 GS0910
 GS0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA3170371434(NAD 83)
 GS0910
 GS0910  HISTORY     - Date     Condition        Report By
 GS0910  HISTORY     - 1949     MONUMENTED       CGS
 GS0910
 GS0910                          STATION DESCRIPTION
 GS0910
 GS0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0910'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF BEATTY,
 GS0910'2 MILES EAST OF U.S. HIGHWAY NO. 95, ON THE EAST SIDE OF THE
 GS0910'AMARGOSA DESERT.  IT IS A 3 FOOT CAIRN ON THE TOP OF A SHARP
 GS0910'REDDISH PEAK AT THE SOUTHEAST END OF THE BARE MTN. RANGE.
 GS0910'THE PEAK IS ABOUT THE SAME ELEVATION AS THE REST OF THE PEAKS
 GS0910'OF THAT RANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1890 ***********************************************************************
 GR1890  DESIGNATION -  BARK
 GR1890  PID         -  GR1890
 GR1890  STATE/COUNTY-  NV/CLARK
 GR1890  USGS QUAD   -  APEX (1986)
 GR1890
 GR1890                         *CURRENT SURVEY CONTROL
 GR1890  ___________________________________________________________________
 GR1890* NAD 83(1994)-  36 22 11.82373(N)    114 57 27.28909(W)     ADJUSTED  
 GR1890* NAVD 88     -      1032.3    (meters)    3387.     (feet)  VERTCON   
 GR1890  ___________________________________________________________________
 GR1890  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 GR1890  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 GR1890
 GR1890  HORZ ORDER  -  SECOND
 GR1890
 GR1890.The horizontal coordinates were established by classical geodetic methods
 GR1890.and adjusted by the National Geodetic Survey in June 1998..
 GR1890
 GR1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1890
 GR1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1890
 GR1890.The geoid height was determined by GEOID03.
 GR1890
 GR1890;                    North         East     Units Scale Factor Converg.
 GR1890;SPC NV E     - 8,179,898.864   256,150.227   MT  0.99993883   +0 22 15.9
 GR1890;SPC NV E     -26,836,884.86    840,386.20   sFT  0.99993883   +0 22 15.9
 GR1890;UTM  11      - 4,026,919.744   683,226.454   MT  1.00001365   +1 12 41.3
 GR1890
 GR1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1890!SPC NV E     -   0.99984228  x   0.99993883  =   0.99978112
 GR1890!UTM  11      -   0.99984228  x   1.00001365  =   0.99985593
 GR1890
 GR1890|---------------------------------------------------------------------|
 GR1890| PID    Reference Object                     Distance      Geod. Az  |
 GR1890|                                                           dddmmss.s |
 GR1890| CC5107 BARK RM 1                            11.636 METERS 02134     |
 GR1890| GR1892 BIBLE                               APPROX. 6.5 KM 0240645.1 |
 GR1890| CC5108 BARK RM 2                            12.433 METERS 11407     |
 GR1890|---------------------------------------------------------------------|
 GR1890
 GR1890                          SUPERSEDED SURVEY CONTROL
 GR1890
 GR1890  NAD 83(1994)-  36 22 11.82436(N)    114 57 27.28910(W) AD(       ) 2
 GR1890  NAD 83(1992)-  36 22 11.82655(N)    114 57 27.29143(W) AD(       ) 2
 GR1890  NAD 83(1992)-  36 22 11.82636(N)    114 57 27.29194(W) AD(       ) 2
 GR1890  NAD 83(1986)-  36 22 11.81471(N)    114 57 27.27306(W) AD(       ) 2
 GR1890  NAD 27      -  36 22 11.92800(N)    114 57 24.25600(W) AD(       ) 2
 GR1890  NGVD 29 (07/19/86) 1031.6    (m)         3385.     (f) VERT ANG       
 GR1890
 GR1890.Superseded values are not recommended for survey control.
 GR1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1890.See file dsdata.txt to determine how the superseded data were derived.
 GR1890
 GR1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8322626920(NAD 83)
 GR1890_MARKER: DS = TRIANGULATION STATION DISK
 GR1890_SETTING: 66 = SET IN ROCK OUTCROP
 GR1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR1890+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2001
 GR1890
 GR1890  HISTORY     - Date     Condition        Report By
 GR1890  HISTORY     - 1957     MONUMENTED       CGS
 GR1890  HISTORY     - 20010411 GOOD             USPSQD
 GR1890
 GR1890                          STATION DESCRIPTION
 GR1890
 GR1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1890'THE STATION IS LOCATED ON HIGHEST POINT OF HILL ABOUT 3
 GR1890'AIRLINE MILES WEST OF UNITED STATES LIME PRODUCTS CORPORATION,
 GR1890'ABOUT 9 AIRLINE MILES SOUTHWEST OF DRY LAKE, ABOUT 10 AIRLINE MILES
 GR1890'NORTH-NORTHEAST OF NELLIS AIR FORCE BASE.
 GR1890'
 GR1890'THE STATION IS SET ON NORTHERN END OF HILL, IT IS A STANDARD
 GR1890'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND IS STAMPED
 GR1890'BARK 1957.  IT IS SET FLUSH WITH THE GROUND.
 GR1890'
 GR1890'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE
 GR1890'IN OUTCROPPING BEDROCK AND IS STAMPED BARK NO. 1 1957.  IT
 GR1890'IS SET FLUSH WITH THE GROUND.
 GR1890'
 GR1890'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 GR1890'IN OUTCROPPING BEDROCK AND IS STAMPED BARK NO. 2 1957.  IT
 GR1890'IS SET FLUSH WITH THE GROUND.
 GR1890'
 GR1890'TO REACH FROM DRY LAKE--GO SOUTHWEST ON U.S. 91 FOR 7.65
 GR1890'MILES, TURN RIGHT ON PAVED ROAD PER SIGN UNITED STATES LIME
 GR1890'PRODUCTS CORPORATION APEX PLANT, ARROLIME NEVADA.  GO WEST
 GR1890'FOR 0.25 MILES TO GATE AND OFFICE OF U.S. LIME CORP., GO
 GR1890'PAST OFFICE AND TURN LEFT FOR 0.01 MILES ACROSS RAIL ROAD
 GR1890'TRACKS, TURN LEFT AND FOLLOW BASE OF HILL FOR 0.25 MILES
 GR1890'TO SMALL STEEP GRADE THAT TAKES YOU ONTO WELL TRAVELED ROAD.
 GR1890'TURN LEFT NORTHWEST FOR 0.15 MILES, THEN TURN RIGHT ON GRADED
 GR1890'ROAD.  GO 1 MILE TO FORK, TURN LEFT NORTHWEST, FOLLOW ROAD
 GR1890'FOR 0.9 MILES, TURN RIGHT NORTH, GO 0.5 MILES TO MOUTH OF
 GR1890'SMALL CANYON.  ETT.
 GR1890'
 GR1890'GO NORTHWEST UP HILL TO TOP OF RIDGE, THEN FOLLOW RIDGE NORTH
 GR1890'TO HIGHEST POINT OF HILL AND STATION.  FOUR WHEEL DRIVE
 GR1890'VEHICLE REQUIRED.  45 MINUTE PACK.
 GR1890
 GR1890                          STATION RECOVERY (2001)
 GR1890
 GR1890'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMC)
 GR1890'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0583 ***********************************************************************
 JQ0583  DESIGNATION -  BARLEY
 JQ0583  PID         -  JQ0583
 JQ0583  STATE/COUNTY-  NV/NYE
 JQ0583  USGS QUAD   -  ELKHORN CANYON (1971)
 JQ0583
 JQ0583                         *CURRENT SURVEY CONTROL
 JQ0583  ___________________________________________________________________
 JQ0583* NAD 83(1994)-  38 37 04.67339(N)    116 38 43.67818(W)     ADJUSTED  
 JQ0583* NAVD 88     -      2903.1    (meters)    9525.     (feet)  VERTCON   
 JQ0583  ___________________________________________________________________
 JQ0583  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 JQ0583  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 JQ0583
 JQ0583  HORZ ORDER  -  SECOND
 JQ0583
 JQ0583.The horizontal coordinates were established by classical geodetic methods
 JQ0583.and adjusted by the National Geodetic Survey in June 1998..
 JQ0583
 JQ0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0583
 JQ0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0583
 JQ0583.The geoid height was determined by GEOID03.
 JQ0583
 JQ0583;                    North         East     Units Scale Factor Converg.
 JQ0583;SPC NV C     - 6,429,192.518   501,846.174   MT  0.99990004   +0 00 47.6
 JQ0583;SPC NV C     -21,093,109.12  1,646,473.66   sFT  0.99990004   +0 00 47.6
 JQ0583;SPC NV E     - 8,429,727.406   107,506.593   MT  1.00000532   -0 39 46.6
 JQ0583;SPC NV E     -27,656,530.66    352,711.21   sFT  1.00000532   -0 39 46.6
 JQ0583;UTM  11      - 4,274,442.719   530,864.154   MT  0.99961173   +0 13 16.6
 JQ0583
 JQ0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0583!SPC NV C     -   0.99954827  x   0.99990004  =   0.99944836
 JQ0583!SPC NV E     -   0.99954827  x   1.00000532  =   0.99955359
 JQ0583!UTM  11      -   0.99954827  x   0.99961173  =   0.99916018
 JQ0583
 JQ0583:                Primary Azimuth Mark                     Grid Az
 JQ0583:SPC NV C     -  DANVILLE                                 012 58 52.7
 JQ0583:SPC NV E     -  DANVILLE                                 013 39 26.9
 JQ0583:UTM  11      -  DANVILLE                                 012 46 23.7
 JQ0583
 JQ0583|---------------------------------------------------------------------|
 JQ0583| PID    Reference Object                     Distance      Geod. Az  |
 JQ0583|                                                           dddmmss.s |
 JQ0583| JQ0582 DANVILLE                            APPROX.22.1 KM 0125940.3 |
 JQ0583| DD5334 BARLEY RM 1                           6.999 METERS 02934     |
 JQ0583| DD5335 BARLEY RM 2                           3.730 METERS 11725     |
 JQ0583|---------------------------------------------------------------------|
 JQ0583
 JQ0583                          SUPERSEDED SURVEY CONTROL
 JQ0583
 JQ0583  NAD 83(1986)-  38 37 04.67236(N)    116 38 43.68103(W) AD(       ) 2
 JQ0583  NAD 27      -  38 37 04.90966(N)    116 38 40.42426(W) AD(       ) 2
 JQ0583  NGVD 29 (07/19/86) 2901.7    (m)         9520.     (f) VERT ANG       
 JQ0583
 JQ0583.Superseded values are not recommended for survey control.
 JQ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0583.See file dsdata.txt to determine how the superseded data were derived.
 JQ0583
 JQ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC3086474443(NAD 83)
 JQ0583_MARKER: DD = SURVEY DISK
 JQ0583_SETTING: 80 = SET IN A BOULDER
 JQ0583_SP_SET: IN DRILL HOLE IN BOULDER
 JQ0583
 JQ0583  HISTORY     - Date     Condition        Report By
 JQ0583  HISTORY     - 1967     MONUMENTED       USGS
 JQ0583  HISTORY     - 1967     GOOD             USGS
 JQ0583
 JQ0583                          STATION DESCRIPTION
 JQ0583
 JQ0583'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DWR)
 JQ0583'LOCATED 33 MI. NNW. FROM WARM SPRINGS.  18 MI. WNW. FROM HOT CREEK
 JQ0583'RANCH.  3.5 MI. ESE. FROM BARLEY CREEK RANCH.  ON SECOND TOP FROM
 JQ0583'S. END OF RIDGE.  APPROXIMATELY THE CENTERMOST TOP ON RIDGE.  RIDGE
 JQ0583'RUNS NE. AND SW.
 JQ0583'
 JQ0583'REACHED BY HELICOPTER.
 JQ0583'
 JQ0583'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED BARLEY 1967
 JQ0583'SET IN A DRILL HOLE IN A LARGE BOULDER.
 JQ0583'
 JQ0583'REFERENCE MARK NO. 1--A STANDARD BRASS TABLET STAMPED NO 1 1967
 JQ0583'CEMENTED IN DRILL HOLE IN SOLID ROCK.
 JQ0583'
 JQ0583'REFERENCE MARK NO. 2--A STANDARD BRASS TABLET STAMPED NO 2 1967
 JQ0583'CEMENTED IN DRILL HOLE IN SOLID ROCK.
 JQ0583
 JQ0583                          STATION RECOVERY (1967)
 JQ0583
 JQ0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JQ0583'RM 1 TO RM 2 NOT MEASURED.
 JQ0583'
 JQ0583'LOCATED 33 MI NNW. OF WARM SPRINGS.  18 MI WNW. OF HOT CREEK
 JQ0583'RANCH.  3.5 MI ESE. OF BARLEY CREEK RANCH.  ON SECOND TOP FROM
 JQ0583'SOUTH END OF RIDGE APPROXIMATELY THE CENTERMOST TOP ON RIDGE.
 JQ0583'RIDGE RUNS NE. AND SW.
 JQ0583'
 JQ0583'REACHED BY HELICOPTER.
 JQ0583'
 JQ0583'STATION MARK--STANDARD USGS ALUMINUM TABLET STAMPED BARLEY 1967
 JQ0583'SET IN A DRILL HOLE IN A LARGE BOULDER.
 JQ0583'
 JQ0583'REFERENCE MARK NO. 1--A STANDARD USGS BRASS TABLET STAMPED
 JQ0583'NO 1 1967 CEMENTED IN DRILL HOLE IN BEDROCK, 2.4 FT BELOW STATION
 JQ0583'MARK.
 JQ0583'
 JQ0583'REFERENCE MARK NO. 2--A STANDARD USGS BRASS TABLET STAMPED NO 2
 JQ0583'1967 CEMENTED IN DRILL HOLE IN BEDROCK, 2.2 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0874 ***********************************************************************
 HQ0874  DESIGNATION -  BARREL
 HQ0874  PID         -  HQ0874
 HQ0874  STATE/COUNTY-  NV/ESMERALDA
 HQ0874  USGS QUAD   -  MONTEZUMA PEAK SW (1970)
 HQ0874
 HQ0874                         *CURRENT SURVEY CONTROL
 HQ0874  ___________________________________________________________________
 HQ0874* NAD 83(1994)-  37 34 34.49031(N)    117 27 18.70850(W)     ADJUSTED  
 HQ0874* NAVD 88     -      2318.6    (meters)    7607.     (feet)  VERTCON   
 HQ0874  ___________________________________________________________________
 HQ0874  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 HQ0874  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 HQ0874
 HQ0874  HORZ ORDER  -  THIRD
 HQ0874
 HQ0874.The horizontal coordinates were established by classical geodetic methods
 HQ0874.and adjusted by the National Geodetic Survey in June 1998..
 HQ0874
 HQ0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0874
 HQ0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0874
 HQ0874.The geoid height was determined by GEOID03.
 HQ0874
 HQ0874;                    North         East     Units Scale Factor Converg.
 HQ0874;SPC NV W     - 4,314,173.245   899,646.152   MT  1.00002227   +0 41 16.8
 HQ0874;SPC NV W     -14,154,083.39  2,951,589.08   sFT  1.00002227   +0 41 16.8
 HQ0874;UTM  11      - 4,158,897.841   459,805.959   MT  0.99961990   -0 16 39.3
 HQ0874
 HQ0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0874!SPC NV W     -   0.99964036  x   1.00002227  =   0.99966262
 HQ0874!UTM  11      -   0.99964036  x   0.99961990  =   0.99926039
 HQ0874
 HQ0874:                Primary Azimuth Mark                     Grid Az
 HQ0874:SPC NV W     -  BARREL AZ MK                             144 01 14.2
 HQ0874:UTM  11      -  BARREL AZ MK                             144 59 10.3
 HQ0874
 HQ0874|---------------------------------------------------------------------|
 HQ0874| PID    Reference Object                     Distance      Geod. Az  |
 HQ0874|                                                           dddmmss.s |
 HQ0874| DA8692 BARREL AZ MK                                       1444231.0 |
 HQ0874| DA8693 BARREL RM 1                           5.481 METERS 23940     |
 HQ0874| DA8694 BARREL RM 2                          19.159 METERS 33642     |
 HQ0874|---------------------------------------------------------------------|
 HQ0874
 HQ0874                          SUPERSEDED SURVEY CONTROL
 HQ0874
 HQ0874  NAD 83(1992)-  37 34 34.48802(N)    117 27 18.70472(W) AD(       ) 3
 HQ0874  NAD 83(1986)-  37 34 34.49193(N)    117 27 18.70305(W) AD(       ) 3
 HQ0874  NAD 27      -  37 34 34.73700(N)    117 27 15.38800(W) AD(       ) 3
 HQ0874  NGVD 29 (07/19/86) 2317.4    (m)         7603.     (f) VERT ANG       
 HQ0874
 HQ0874.Superseded values are not recommended for survey control.
 HQ0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0874.See file dsdata.txt to determine how the superseded data were derived.
 HQ0874
 HQ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB5980658898(NAD 83)
 HQ0874_MARKER: DS = TRIANGULATION STATION DISK
 HQ0874_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0874
 HQ0874  HISTORY     - Date     Condition        Report By
 HQ0874  HISTORY     - 1950     MONUMENTED       CGS
 HQ0874
 HQ0874                          STATION DESCRIPTION
 HQ0874
 HQ0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0874'THE STATION IS LOCATED ON THE HIGHEST PEAK OF A LOW RANGE
 HQ0874'OF MOUNTAINS LYING BETWEEN MONTEZUMA PEAK AND THE PALMETTE
 HQ0874'MOUNTAINS.  THIS IS ABOUT 15 MILES SOUTHWEST OF GOLDFIELD AND
 HQ0874'ABOUT 8-1/2 MILES NORTH NORTHEAST OF LIDA.  THE DISK IS SET IN
 HQ0874'A DRILL HOLE IN BEDROCK THAT IS ABOUT 4 INCHES BELOW THE
 HQ0874'SURFACE OF THE GROUND.  IT IS STAMPED BARREL 1950.
 HQ0874'
 HQ0874'REFERENCE MARK NUMBER 1 IS SET IN OUTCROPPING BEDROCK THAT IS
 HQ0874'ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.  THE MARK
 HQ0874'IS STAMPED BARREL NO 1 1950.
 HQ0874'
 HQ0874'REFERENCE MARK NUMBER 2 IS SET FLUSH IN BEDROCK ON THE NORTHWEST
 HQ0874'SLOPE OF THE PEAK AND ABOUT 15 FEET LOWER THAN THE STATION.
 HQ0874'THE ROCK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BARREL
 HQ0874'NO 2 1950.
 HQ0874'
 HQ0874'THE AZIMUTH MARK IS ABOUT 165 FEET EAST OF A TRACK ROAD THAT
 HQ0874'RUNS SOUTH THROUGH A WASH AND IS OPPOSITE THE POINT WHERE ANOTHER
 HQ0874'WASH ENTERS FROM THE WEST.  IT IS 6 FEET WEST OF A WHITE WITNESS
 HQ0874'POST.  THE DISK IS SET FLUSH IN A ROCK OUTCROP THAT IS ABOUT
 HQ0874'15 FEET HIGH ON ITS WEST SIDE.  THE MARK IS STAMPED BARREL
 HQ0874'1950.
 HQ0874'
 HQ0874'TO REACH THE STATION FROM THE POST OFFICE IN GOLD POINT, GO
 HQ0874'NORTH ON THE GRAVELED ROAD TOWARD LIDA FOR 8.0 MILES TO THE
 HQ0874'INTERSECTION OF NEVADA STATE HIGHWAY 3.  TURN RIGHT ON HIGHWAY
 HQ0874'3 AND GO 1.6 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO 2.35
 HQ0874'MILES TO A FORK AND A SIGN GOLDFIELD 23.  TAKE THE LEFT FORK
 HQ0874'AND GO 0.75 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 4.6 MILES
 HQ0874'TO A FORK.  TAKE THE LEFT FORK AND GO 0.35 MILE TO A T
 HQ0874'INTERSECTION.  TURN LEFT AND GO 1.4 MILES TO AN OLD PIPE LINE.
 HQ0874'CONTINUE ON THE MAIN TRAVELED ROAD FOR 2.35 MILE (THE LAST
 HQ0874'PART BEING UP A WASH) TO A WASH ON THE RIGHT AND THE AZIMUTH
 HQ0874'MARK ON THE LEFT AS DESCRIBED.  TURN RIGHT INTO THE
 HQ0874'WASH AND GO WEST ACROSS COUNTRY TO THE BASE OF THE MOUNTAIN
 HQ0874'AND THE END OF TRUCK TRAVEL.  FROM HERE PACK TOWARD THE HIGHEST
 HQ0874'PEAK, GOING NORTHWEST AND THEN NORTH, TO THE TOP AND THE
 HQ0874'STATION.  A 1 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1710 ***********************************************************************
 KR1710  DESIGNATION -  BART
 KR1710  PID         -  KR1710
 KR1710  STATE/COUNTY-  NV/WASHOE
 KR1710  USGS QUAD   -  MARLETTE LAKE (1992)
 KR1710
 KR1710                         *CURRENT SURVEY CONTROL
 KR1710  ___________________________________________________________________
 KR1710* NAD 83(1994)-  39 12 00.34054(N)    119 55 52.00095(W)     ADJUSTED  
 KR1710* NAVD 88     -                                                        
 KR1710  ___________________________________________________________________
 KR1710  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 KR1710  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 KR1710
 KR1710  HORZ ORDER  -  THIRD
 KR1710
 KR1710.The horizontal coordinates were established by classical geodetic methods
 KR1710.and adjusted by the National Geodetic Survey in June 1998..
 KR1710
 KR1710
 KR1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1710
 KR1710.The geoid height was determined by GEOID03.
 KR1710
 KR1710;                    North         East     Units Scale Factor Converg.
 KR1710;SPC NV W     - 4,494,675.723   683,585.849   MT  1.00006682   -0 51 07.0
 KR1710;SPC NV W     -14,746,281.93  2,242,731.24   sFT  1.00006682   -0 51 07.0
 KR1710;SPC CA 2     -   672,253.136 2,178,684.179   MT  0.99991669   +1 18 15.7
 KR1710;SPC CA 2     - 2,205,550.50  7,147,899.68   sFT  0.99991669   +1 18 15.7
 KR1710;UTM  11      - 4,343,075.676   246,883.917   MT  1.00038894   -1 51 12.7
 KR1710;UTM  10      - 4,343,469.847   765,016.091   MT  1.00046487   +1 56 26.7
 KR1710
 KR1710                          SUPERSEDED SURVEY CONTROL
 KR1710
 KR1710  NAD 83(1992)-  39 12 00.33736(N)    119 55 52.00267(W) AD(       ) 4
 KR1710  NAD 83(1986)-  39 12 00.32096(N)    119 55 51.97699(W) AD(       ) 4
 KR1710  NAD 27      -  39 12 00.65500(N)    119 55 48.31200(W) AD(       ) 3
 KR1710
 KR1710.Superseded values are not recommended for survey control.
 KR1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1710.See file dsdata.txt to determine how the superseded data were derived.
 KR1710
 KR1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4688443076(NAD 83)
 KR1710
 KR1710  HISTORY     - Date     Condition        Report By
 KR1710  HISTORY     - 1922     MONUMENTED       CGS
 KR1710
 KR1710                          STATION DESCRIPTION
 KR1710
 KR1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FLP)
 KR1710'ON THE NORTHWEST GABLE OF HOBARTS BOAT-HOUSE IN SAND HARBOR,
 KR1710'WHICH IS ON THE NORTHEAST SHORE OF LAKE TAHOE.  A HOUSE IS
 KR1710'JUST SOUTH OF THE INNER END OF THE WHARF ON THE WATER-LINE (LAKE
 KR1710'ELEVATION IS 6226 FEET) AND IS ELEVATED ON AND SUPPORTED BY LOG
 KR1710'CRIBBING.  IT IS THE ONLY HOUSE AT THE SHORE IN THE HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0500 ***********************************************************************
 MV0500  DESIGNATION -  BARTLETT
 MV0500  PID         -  MV0500
 MV0500  STATE/COUNTY-  NV/HUMBOLDT
 MV0500  USGS QUAD   -  NEW YORK PEAK (1990)
 MV0500
 MV0500                         *CURRENT SURVEY CONTROL
 MV0500  ___________________________________________________________________
 MV0500* NAD 83(1994)-  41 31 36.61381(N)    118 51 27.27721(W)     ADJUSTED  
 MV0500* NAVD 88     -      2236.2    (meters)    7337.     (feet)  VERTCON   
 MV0500  ___________________________________________________________________
 MV0500  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 MV0500  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 MV0500
 MV0500  HORZ ORDER  -  THIRD
 MV0500
 MV0500.The horizontal coordinates were established by classical geodetic methods
 MV0500.and adjusted by the National Geodetic Survey in June 1998..
 MV0500
 MV0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0500
 MV0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0500
 MV0500.The geoid height was determined by GEOID03.
 MV0500
 MV0500;                    North         East     Units Scale Factor Converg.
 MV0500;SPC NV W     - 4,752,186.063   777,113.438   MT  0.99990644   -0 10 54.5
 MV0500;SPC NV W     -15,591,130.44  2,549,579.67   sFT  0.99990644   -0 10 54.5
 MV0500;UTM  11      - 4,598,909.533   345,022.164   MT  0.99989558   -1 13 54.4
 MV0500
 MV0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0500!SPC NV W     -   0.99965258  x   0.99990644  =   0.99955905
 MV0500!UTM  11      -   0.99965258  x   0.99989558  =   0.99954819
 MV0500
 MV0500|---------------------------------------------------------------------|
 MV0500| PID    Reference Object                     Distance      Geod. Az  |
 MV0500|                                                           dddmmss.s |
 MV0500| CS5024 BARTLETT RM 2                         5.703 METERS 05447     |
 MV0500| CS5023 BARTLETT RM 1                         4.285 METERS 22609     |
 MV0500| MV0511 STEWART                             APPROX. 8.5 KM 2381103.5 |
 MV0500|---------------------------------------------------------------------|
 MV0500
 MV0500                          SUPERSEDED SURVEY CONTROL
 MV0500
 MV0500  NAD 83(1986)-  41 31 36.61973(N)    118 51 27.27539(W) AD(       ) 3
 MV0500  NGVD 29 (11/16/90) 2235.1    (m)         7333.     (f) VERT ANG       
 MV0500
 MV0500.Superseded values are not recommended for survey control.
 MV0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0500.See file dsdata.txt to determine how the superseded data were derived.
 MV0500
 MV0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF4502298910(NAD 83)
 MV0500_MARKER: DS = TRIANGULATION STATION DISK
 MV0500_SETTING: 66 = SET IN ROCK OUTCROP
 MV0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0500+STABILITY: POSITION/ELEVATION WELL
 MV0500
 MV0500  HISTORY     - Date     Condition        Report By
 MV0500  HISTORY     - 1964     MONUMENTED       USGS
 MV0500
 MV0500                          STATION DESCRIPTION
 MV0500
 MV0500'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MV0500'LOCATED ABOUT 34 MI. SSW OF DENIO, AND 7 MI. W OF LEONARD CREEK RANCH
 MV0500'AT THE N TIP OF ROCKY TOP KNOWN AS THE BARTLETT BUTTE. REACHED BY
 MV0500'HELICOPTER. STATION MARK--A STANDARD TABLET STAMPED---BARTLETT
 MV0500'1964---CEMENTED IN A DRILL HOLE ON A SLANTING GRANITE BOULDER.
 MV0500'REFERENCE MARK NO. 1--A STANDARD TABLET CEMENTED IN A DRILL HOLE ON
 MV0500'TOP OF A GRANITE BOULDER, 2.3 FT. ABOVE STATION MARK, 14.06 FT FROM
 MV0500'STATION MARK IN DIRECTI 46 DEGREE 09 MINUTE. REFERENCE MARK NO. 2--A
 MV0500'STANDARD TABLET CEMENTED IN A DRILL HOLE ON TOP OF A FLAT BOULDER, 8.6
 MV0500'FT. BELOW STATION MARK, 18.71 FT. FROM STATION MARK IN DIRECTI 234
 MV0500'DEGREE 47 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8152 ***********************************************************************
 AH8152  DESIGNATION -  BASALT
 AH8152  PID         -  AH8152
 AH8152  STATE/COUNTY-  NV/MINERAL
 AH8152  USGS QUAD   -  MT MONTGOMERY (1994)
 AH8152
 AH8152                         *CURRENT SURVEY CONTROL
 AH8152  ___________________________________________________________________
 AH8152* NAD 83(1994)-  37 59 44.57669(N)    118 15 32.39939(W)     ADJUSTED  
 AH8152* NAVD 88     -      2049.14   (+/-2cm)    6722.9    (feet)  VERTCON   
 AH8152  ___________________________________________________________________
 AH8152  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 AH8152  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AH8152
 AH8152  HORZ ORDER  -  THIRD
 AH8152  VERT ORDER  -  THIRD ? (See Below)
 AH8152
 AH8152.The horizontal coordinates were established by classical geodetic methods
 AH8152.and adjusted by the National Geodetic Survey in February 1999..
 AH8152
 AH8152.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8152.The vertical order pertains to the NGVD 29 superseded value.
 AH8152
 AH8152.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8152
 AH8152.The geoid height was determined by GEOID03.
 AH8152
 AH8152;                    North         East     Units Scale Factor Converg.
 AH8152;SPC NV W     - 4,360,177.769   828,485.855   MT  0.99990999   +0 11 58.8
 AH8152;SPC NV W     -14,305,016.56  2,718,124.01   sFT  0.99990999   +0 11 58.8
 AH8152;UTM  11      - 4,206,087.419   389,454.572   MT  0.99975051   -0 46 30.4
 AH8152
 AH8152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8152!SPC NV W     -   0.99968247  x   0.99990999  =   0.99959249
 AH8152!UTM  11      -   0.99968247  x   0.99975051  =   0.99943306
 AH8152
 AH8152                          SUPERSEDED SURVEY CONTROL
 AH8152
 AH8152  NGVD 29 (02/26/99) 2047.80   (m)         6718.5    (f) LEVELING    3  
 AH8152
 AH8152.Superseded values are not recommended for survey control.
 AH8152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8152.See file dsdata.txt to determine how the superseded data were derived.
 AH8152
 AH8152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC8945506087(NAD 83)
 AH8152_MARKER: DS = TRIANGULATION STATION DISK
 AH8152_SETTING: 66 = SET IN ROCK OUTCROP
 AH8152_PROJECTION: FLUSH
 AH8152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8152+STABILITY: POSITION/ELEVATION WELL
 AH8152
 AH8152  HISTORY     - Date     Condition        Report By
 AH8152  HISTORY     - 1962     MONUMENTED       USGS
 AH8152
 AH8152                          STATION DESCRIPTION
 AH8152
 AH8152'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH8152'LOCATED ABOUT 21 MI. W. OF COALDALE, ABOUT 1.5 MI. SE. OF THE JUNCTION
 AH8152'OF U.S. HIGHWAY 6 AND NEVADA STATE HIGHWAY 10, ABOUT 0.3 MI. E. OF A
 AH8152'DIRT RD., ABOUT 0.3 MI. S. OF A DECILITE PIT, NEAR THE CENTER AND ON
 AH8152'THE HIGHEST POINT OF A LOW HILL.
 AH8152'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 10, GO
 AH8152'S. FOR 0.3 MI. TO JUNCTION OF OLD HIGHWAY, TURN LEFT (E.) ON OLD
 AH8152'HIGHWAY FOR 0.1 MI. TO GRAVELED RD., TURN RIGHT S. ON GRAVEL RD. FOR 1
 AH8152'MI. TO POWERLINE, FOLLOW POWERLINE AND RIDGE FOR 0.1 MI. TO END OF
 AH8152'TRUCK TRAVEL.  PACK E. TO HIGHEST POINT AND STATION.  ABOUT A 5-MINUTE
 AH8152'PACK.
 AH8152'STATION MARK--A STANDARD TABLET STAMPED---BASALT 1962--- SET IN SOLID
 AH8152'ROCK.
 AH8152'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED---
 AH8152'---NO 1 1962---, SET IN SOLID ROCK, 14.67 FT. FROM AND 1 FT. HIGHER
 AH8152'THAN STATION MARK IN DIRECT 241 DEGREES 26 MINUTES.
 AH8152'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED---
 AH8152'---NO 2 1962---, SET IN SOLID ROCK, 18.24 FT. FROM AND LEVEL WITH
 AH8152'STATION MARK IN DIRECT 332 DEGREES 13 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0664 ***********************************************************************
 LQ0664  DESIGNATION -  BASCO
 LQ0664  PID         -  LQ0664
 LQ0664  STATE/COUNTY-  NV/ELKO
 LQ0664  USGS QUAD   -  PALOMINO WELL (1984)
 LQ0664
 LQ0664                         *CURRENT SURVEY CONTROL
 LQ0664  ___________________________________________________________________
 LQ0664* NAD 83(1994)-  40 28 04.87840(N)    114 53 06.01382(W)     ADJUSTED  
 LQ0664* NAVD 88     -      1912.1    (meters)    6273.     (feet)  VERTCON   
 LQ0664  ___________________________________________________________________
 LQ0664  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 LQ0664  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 LQ0664
 LQ0664  HORZ ORDER  -  SECOND
 LQ0664
 LQ0664.The horizontal coordinates were established by classical geodetic methods
 LQ0664.and adjusted by the National Geodetic Survey in June 1998..
 LQ0664
 LQ0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0664
 LQ0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0664
 LQ0664.The geoid height was determined by GEOID03.
 LQ0664
 LQ0664;                    North         East     Units Scale Factor Converg.
 LQ0664;SPC NV E     - 8,634,810.196   259,218.240   MT  0.99994315   +0 27 11.7
 LQ0664;SPC NV E     -28,329,373.12    850,451.84   sFT  0.99994315   +0 27 11.7
 LQ0664;UTM  11      - 4,481,853.553   679,303.348   MT  0.99999575   +1 22 23.0
 LQ0664
 LQ0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0664!SPC NV E     -   0.99970303  x   0.99994315  =   0.99964619
 LQ0664!UTM  11      -   0.99970303  x   0.99999575  =   0.99969878
 LQ0664
 LQ0664:                Primary Azimuth Mark                     Grid Az
 LQ0664:SPC NV E     -  BASCO AZ MK                              143 38 59.0
 LQ0664:UTM  11      -  BASCO AZ MK                              142 43 47.7
 LQ0664
 LQ0664|---------------------------------------------------------------------|
 LQ0664| PID    Reference Object                     Distance      Geod. Az  |
 LQ0664|                                                           dddmmss.s |
 LQ0664| DD5336 BASCO AZ MK                                        1440610.7 |
 LQ0664| DD5337 BASCO RM 1                           28.252 METERS 22146     |
 LQ0664| DD5338 BASCO RM 2                           15.805 METERS 31556     |
 LQ0664|---------------------------------------------------------------------|
 LQ0664
 LQ0664                          SUPERSEDED SURVEY CONTROL
 LQ0664
 LQ0664  NAD 83(1994)-  40 28 04.87660(N)    114 53 06.01067(W) AD(       ) 2
 LQ0664  NAD 83(1986)-  40 28 04.87375(N)    114 53 06.00904(W) AD(       ) 2
 LQ0664  NAD 27      -  40 28 05.13189(N)    114 53 02.88835(W) AD(       ) 2
 LQ0664  NGVD 29 (07/19/86) 1910.9    (m)         6269.     (f) VERT ANG       
 LQ0664
 LQ0664.Superseded values are not recommended for survey control.
 LQ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0664.See file dsdata.txt to determine how the superseded data were derived.
 LQ0664
 LQ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE7930381854(NAD 83)
 LQ0664_MARKER: DS = TRIANGULATION STATION DISK
 LQ0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0664_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0664
 LQ0664  HISTORY     - Date     Condition        Report By
 LQ0664  HISTORY     - 1965     MONUMENTED       CGS
 LQ0664
 LQ0664                          STATION DESCRIPTION
 LQ0664
 LQ0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0664'THE STATION IS LOCATED ABOUT 15 MILES AIRLINE NORTHWEST OF
 LQ0664'CURRIE, AND ALONG THE EAST SIDE OF U.S. HIGHWAY 93.
 LQ0664'
 LQ0664'TO REACH THE STATION FROM CURRIE GO NORTH ALONG U.S. HIGHWAY
 LQ0664'93 FOR 4.7 MILES TO A SIDE ROAD LEFT AND SIGN BUTTE VALLEY.
 LQ0664'CONTINUE NORTH ALONG THE HIGHWAY FOR 10.65 MILES TO THE AZIMUTH
 LQ0664'MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.7 MILE TO A SIDE ROAD
 LQ0664'LEFT AND SIGN BUTTE VALLEY AND THE STATION ON THE RIGHT.
 LQ0664'
 LQ0664'THE STATION MARK IS A STANDARD DISK STAMPED BASCO 1965.  IT IS
 LQ0664'SET IN THE TOP OF A 14 INCH CONCRETE MONUMENT WHICH PROJECTS
 LQ0664'8 INCHES.  IT IS 45 FEET EAST OF THE INTERSECTION OF THE HIGHWAY
 LQ0664'AND BUTTE VALLEY ROAD AND 42-1/2 FEET EAST OF THE CENTER LINE
 LQ0664'OF U.S. HIGHWAY 93.
 LQ0664'
 LQ0664'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BASCO NO 1 1965.
 LQ0664'IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LQ0664'8 INCHES.  IT IS SET IN THE SOUTHWEST CORNER OF THE INTERSECTION.
 LQ0664'
 LQ0664'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BASCO NO 2 1965.  IT
 LQ0664'IS SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT WHICH
 LQ0664'PROJECTS 3 INCHES.
 LQ0664'
 LQ0664'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BASCO 1965.  IT IS
 LQ0664'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LQ0664'10 INCHES.  IT IS 45.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LQ0664'HIGHWAY AND 3 FEET EAST OF THE WITNESS POST.
 LQ0664'
 LQ0664'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0355 ***********************************************************************
 MU0355  DESIGNATION -  BASIN
 MU0355  PID         -  MU0355
 MU0355  STATE/COUNTY-  NV/ELKO
 MU0355  USGS QUAD   -  JACKS PEAK (1987)
 MU0355
 MU0355                         *CURRENT SURVEY CONTROL
 MU0355  ___________________________________________________________________
 MU0355* NAD 83(1994)-  41 25 17.22507(N)    116 06 11.40682(W)     ADJUSTED  
 MU0355* NAVD 88     -      1756.237  (meters)    5761.92   (feet)  ADJUSTED  
 MU0355  ___________________________________________________________________
 MU0355  LAPLACE CORR-           7.72  (seconds)                    DEFLEC99
 MU0355  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 MU0355  DYNAMIC HT  -        1754.806 (meters)    5757.23  (feet)  COMP
 MU0355  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 MU0355
 MU0355  HORZ ORDER  -  SECOND
 MU0355  VERT ORDER  -  FIRST     CLASS II
 MU0355
 MU0355.The horizontal coordinates were established by classical geodetic methods
 MU0355.and adjusted by the National Geodetic Survey in June 1998..
 MU0355
 MU0355.The orthometric height was determined by differential leveling
 MU0355.and adjusted by the National Geodetic Survey in June 1991..
 MU0355
 MU0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0355
 MU0355.The geoid height was determined by GEOID03.
 MU0355
 MU0355.The dynamic height is computed by dividing the NAVD 88
 MU0355.geopotential number by the normal gravity value computed on the
 MU0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0355.degrees latitude (g = 980.6199 gals.).
 MU0355
 MU0355.The modeled gravity was interpolated from observed gravity values.
 MU0355
 MU0355;                    North         East     Units Scale Factor Converg.
 MU0355;SPC NV E     - 8,740,576.867   156,547.615   MT  0.99992323   -0 20 38.1
 MU0355;SPC NV E     -28,676,375.94    513,606.63   sFT  0.99992323   -0 20 38.1
 MU0355;UTM  11      - 4,585,931.942   574,942.799   MT  0.99966912   +0 35 36.1
 MU0355
 MU0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0355!SPC NV E     -   0.99972736  x   0.99992323  =   0.99965061
 MU0355!UTM  11      -   0.99972736  x   0.99966912  =   0.99939657
 MU0355
 MU0355:                Primary Azimuth Mark                     Grid Az
 MU0355:SPC NV E     -  BASIN AZ MK 2                            005 54 40.3
 MU0355:UTM  11      -  BASIN AZ MK 2                            004 58 26.1
 MU0355
 MU0355|---------------------------------------------------------------------|
 MU0355| PID    Reference Object                     Distance      Geod. Az  |
 MU0355|                                                           dddmmss.s |
 MU0355| DD5340 BASIN AZ MK 2                                      0053402.2 |
 MU0355| DD5341 BASIN RM 1                           10.120 METERS 13905     |
 MU0355| DD5339 BASIN AZ MK                                        1523529.3 |
 MU0355| DD5343 BASIN RM 3                           10.712 METERS 16905     |
 MU0355| DD5342 BASIN RM 2                           17.720 METERS 25435     |
 MU0355|---------------------------------------------------------------------|
 MU0355
 MU0355                          SUPERSEDED SURVEY CONTROL
 MU0355
 MU0355  NAD 83(1986)-  41 25 17.22560(N)    116 06 11.39718(W) AD(       ) 2
 MU0355  NAD 27      -  41 25 17.55900(N)    116 06 08.08100(W) AD(       ) 2
 MU0355  NGVD 29 (07/19/86) 1755.04   (m)         5758.0    (f) LEVELING    3  
 MU0355
 MU0355.Superseded values are not recommended for survey control.
 MU0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0355.See file dsdata.txt to determine how the superseded data were derived.
 MU0355
 MU0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF7494385932(NAD 83)
 MU0355_MARKER: DS = TRIANGULATION STATION DISK
 MU0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0355_SP_SET: CONCRETE POST
 MU0355_STAMPING: BASIN 1948
 MU0355_MARK LOGO: CGS   
 MU0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0355+STABILITY: SURFACE MOTION
 MU0355
 MU0355  HISTORY     - Date     Condition        Report By
 MU0355  HISTORY     - 1948     MONUMENTED       CGS
 MU0355  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 MU0355  HISTORY     - 1978     GOOD             NGS
 MU0355  HISTORY     - 19840601 GOOD             NGS
 MU0355
 MU0355                          STATION DESCRIPTION
 MU0355
 MU0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LSB)
 MU0355'THE STATION IS ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 11
 MU0355'IN A TRIANGULAR ROAD INTERSECTION, ABOUT 40 MILES NORTH-NORTHWEST
 MU0355'OF ELKO, 10 MILES NORTHEAST OF TUSCARORA AND 10 MILES NORTH
 MU0355'OF THE TAYLOR CANYON JUNCTION AND STORE.
 MU0355'
 MU0355'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 MU0355'11 AT THE WEST EDGE OF ELKO, GO NORTHERLY ON HIGHWAY 11 FOR
 MU0355'26.4 MILES TO ITS JUNCTION WITH STATE HIGHWAY 43.  CONTINUE
 MU0355'NORTHWEST ON HIGHWAY 11, TOWARDS TUSCARORA, FOR 17.3 MILES
 MU0355'TO THE TAYLOR CANYON JUNCTION AND SIGN TUSCARORA 7 MIDAS 43.
 MU0355'CONTINUE STRAIGHT AHEAD, NORTH, ON HIGHWAY 11 (GRAVEL ROAD
 MU0355'FROM JUNCTION) FOR 4.2 MILES TO A CROSSROAD AND SIGN TUSCARORA
 MU0355'6.  CONTINUE STRAIGHT AHEAD, NORTH, FOR 5.6 MILES TO THE SNOW
 MU0355'CREEK ROAD ON THE RIGHT AND THE AZIMUTH MARK 50 FEET NORTH
 MU0355'OF THIS POINT, ON THE EAST SIDE OF THE HIGHWAY.  CONTINUE
 MU0355'NORTH FOR 0.3 MILE TO A Y-FORK AT THE SOUTH END OF THE
 MU0355'TRIANGULAR ROAD INTERSECTION AND THE STATION SITE 225 FEET NORTH
 MU0355'OF THE FORK.
 MU0355'
 MU0355'THE STATION MARK, STAMPED BASIN 1948, IS A STANDARD DISK SET
 MU0355'IN A 6 BY 10-INCH CONCRETE POST PROJECTING ABOUT 4 INCHES.
 MU0355'IT IS 39 FEET WEST OF THE CENTER OF THE HIGHWAY, 87 FEET
 MU0355'NORTH-NORTHEAST OF ABOUT THE CENTER OF TWO MAIL BOXES AND 7-1/2
 MU0355'FEET WEST OF A WITNESS POST.
 MU0355'
 MU0355'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS CEMENTED IN DRILL
 MU0355'HOLES IN BURIED BOULDERS.
 MU0355'
 MU0355'REFERENCE MARK 1, STAMPED BASIN NO 1 1956, IS IN A BOULDER
 MU0355'PROJECTING ABOUT 3 INCHES.  IT IS IN THE TRIANGLE INTERSECTION,
 MU0355'30 FEET WEST OF THE CENTER OF THE HIGHWAY AND 61 FEET NORTHEAST
 MU0355'OF THE TWO MAIL BOXES.
 MU0355'
 MU0355'REFERENCE MARK 2, STAMPED BASIN NO 2 1956, IS IN A BOULDER
 MU0355'PROJECTING ABOUT 3 INCHES.  IT IS 23-1/2 FEET WEST OF THE CENTER
 MU0355'OF THE ROAD ON THE NORTHWEST SIDE OF THE TRIANGLE, 29 FEET
 MU0355'WEST OF THE FENCE LINE AND 98 FEET NORTH-NORTHEAST OF THE
 MU0355'CENTER OF A LARGE SIGN LETTERED ELLISON RANCHING CO.
 MU0355'
 MU0355'THE AZIMUTH MARK, STAMPED BASIN 1948, IS A STANDARD DISK SET
 MU0355'IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.  IT IS 28 FEET
 MU0355'EAST OF THE CENTER OF THE HIGHWAY, 50 FEET NORTH OF THE CENTER
 MU0355'OF SNOW CREEK ROAD (LEADS EAST THROUGH GATE), 5 FEET WEST OF THE
 MU0355'FENCE LINE AND 1 FOOT EAST OF A WITNESS POST.
 MU0355
 MU0355                          STATION RECOVERY (1974)
 MU0355
 MU0355'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (GL)
 MU0355'RECOVERED BY GREAT BASIN AERIAL SERVICES
 MU0355'
 MU0355'BASIN, R.M. 1, R.M. 2-THIS STATION AND ITS TWO REFERENCE
 MU0355'MARKS HAVE BEEN DESTROYED BY NEVADA STATE HIGHWAY CONSTRUCTION.
 MU0355'
 MU0355'EXCAVATION AND RECONSTRUCTION OF THE EXISTING ROAD HAVE
 MU0355'APPARENTLY DESTROYED ALL SURFACE MARKS.  AZIMUTH MARK NOT
 MU0355'SEARCHED FOR.
 MU0355
 MU0355                          STATION RECOVERY (1978)
 MU0355
 MU0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 MU0355'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 MU0355'CONDITION AND THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 MU0355'MEASURED ON THIS DATE COMPARED FAVORABLY WITH THE 1956 MEASUREMENTS.
 MU0355'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND TO HAVE
 MU0355'BEEN GRADED OUT OF THE GROUND.  AN 18-INCH CONCRETE COLLAR WAS
 MU0355'POURED AROUND THE STATION MARK AND A NEW AZIMUTH MARK AND REFERENCE
 MU0355'MARK 3 WERE SET ON THIS DATE.  STATE HIGHWAY 11 HAS BEEN
 MU0355'REALIGNED TO THE EAST AWAY FROM THE STATION SITE.  A COMPLETE
 MU0355'DESCRIPTION FOLLOWS--
 MU0355'
 MU0355'THE STATION IS LOCATED IN INDEPENDENCE VALLEY, IN A SAGE BRUSH
 MU0355'COVERED FLAT ON THE WEST SIDE OF STATE HIGHWAY 11, ON THE NORTHWEST
 MU0355'SIDE OF A RANCH ROAD LEADING SOUTHWEST, AND IS AIRLINE ABOUT 9-1/2
 MU0355'MILES NORTHEAST OF TUSCARORA AND 44 MILES NORTH-NORTHWEST OF ELKO.
 MU0355'
 MU0355'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE INTERSTATE
 MU0355'HIGHWAY I-80 AND STATE HIGHWAY 51 ON THE WEST SIDE OF ELKO GO
 MU0355'NORTHWEST AND NORTH ON STATE HIGHWAY 51 FOR 26.6 MILES TO AN
 MU0355'INTERSECTION.  TURN LEFT ONTO STATE HIGHWAY 11 AND GO NORTHWEST
 MU0355'17.8 MILES TO A SIDE ROAD ON THE LEFT AT A SIGN TUSCARORA 7.
 MU0355'CONTINUE NORTH ON THE HIGHWAY 9.8 MILES TO A SIDE ROAD ON THE
 MU0355'LEFT AT A SIGN SPANISH RANCH AND THE STATION SITE.
 MU0355'
 MU0355'THE STATION MARK IS A C AND GS TRIANGULATION STATION DISK STAMPED
 MU0355'BASIN 1948 SET IN THE 6X10-INCH TOP OF A CONCRETE POST WITH AN
 MU0355'18-INCH CONCRETE COLLAR AROUND IT AND IS 173.5 FEET WEST OF THE
 MU0355'CENTERLINE OF THE HIGHWAY, 122.5 FEET WEST OF A FENCE LINE, 112
 MU0355'FEET NORTHWEST OF THE CENTERLINE OF A RANCH ROAD, 98.0 FEET
 MU0355'NORTHWEST OF A FENCE LINE, AND 2.5 FEET NORTHEAST OF A WOODEN
 MU0355'WITNESS POST.
 MU0355'
 MU0355'REFERENCE MARK 2 IS A C AND GS REFERENCE MARK DISK STAMPED BASIN NO
 MU0355'2 1956 CEMENTED IN A DRILL HOLE IN THE 12X18-INCH TOP OF A BOULDER
 MU0355'PROJECTING 0.3 FOOT ABOVE THE GROUND AND IS 97.0 FEET NORTHWEST OF
 MU0355'A FENCE LINE AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 MU0355'
 MU0355'REFERENCE MARK 3 IS A C AND GS REFERENCE MARK DISK STAMPED BASIN
 MU0355'NO 3 1956 1978 CEMENTED IN A DRILL HOLE IN THE 10X18-INCH TOP OF A
 MU0355'BOULDER FLUSH WITH THE GROUND AND IS 63.0 FEET NORTHWEST OF A FENCE
 MU0355'LINE AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 MU0355'
 MU0355'THE AZIMUTH MARK SET ON THIS DATE IS AN NGS AZIMUTH MARK DISK
 MU0355'STAMPED BASIN 1956 1978 CEMENTED IN A DRILL HOLE IN THE 10X10-INCH
 MU0355'TOP OF A BOULDER PROJECTING 0.3 FOOT ABOVE THE GROUND AND IS 106
 MU0355'FEET WEST-SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A CATTLE GUARD
 MU0355'AT A RANCH ROAD LEADING EAST, 43.3 FEET WEST OF THE CENTERLINE OF
 MU0355'STATE HIGHWAY 11, 46.6 FEET EAST OF A FENCE LINE, 2.4 FEET WEST
 MU0355'OF A TELEPHONE POLE, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 MU0355'TO REACH THE MARK FROM THE STATION SITE GO NORTH ON STATE HIGHWAY 11
 MU0355'FOR 0.7 MILE TO A TELEPHONE POLE AND THE AZIMUTH MARK ON THE
 MU0355'LEFT.
 MU0355'
 MU0355'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES NE
 MU0355'OF TUSCARORA.
 MU0355
 MU0355                          STATION RECOVERY (1984)
 MU0355
 MU0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0355'LOCATION--18.0 KM (11.2 MI) SOUTH OF DEEP CREEK. 18.0 KM (11.2 MI)
 MU0355'SOUTH ALONG STATE HIGHWAY 226 FROM THE BRIDGE AT DEEP CREEK, 50.2 M
 MU0355'(165 FT) WEST OF THE HIGHWAY CENTERLINE, 35.0 M (115 FT) NORTHWEST OF
 MU0355'THE CENTER OF A GRAVEL ROAD LEADING SOUTHWEST TO THE ELLISON RANCH,
 MU0355'14.6 M (48 FT) WEST OF THE RIGHT OF WAY FENCE, 17.7 M (58.1 FT) WEST
 MU0355'OF RM 2 AND 10.1 M (33.2 FT) SOUTHEAST OF RM 1.  A DISK SET INTO THE
 MU0355'TOP OF A CONCRETE POST PROJECTING 8 CM.  ABOUT LEVEL WITH THE HIGHWAY.
 MU0355'0.3 M NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0539 ***********************************************************************
 KQ0539  DESIGNATION -  BATES MOUNTAIN CAIRN
 KQ0539  PID         -  KQ0539
 KQ0539  STATE/COUNTY-  NV/LANDER
 KQ0539  USGS QUAD   -  BATES MOUNTAIN (1986)
 KQ0539
 KQ0539                         *CURRENT SURVEY CONTROL
 KQ0539  ___________________________________________________________________
 KQ0539* NAD 83(1994)-  39 33 38.86284(N)    116 46 37.45411(W)     ADJUSTED  
 KQ0539* NAVD 88     -                                                        
 KQ0539  ___________________________________________________________________
 KQ0539  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 KQ0539  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 KQ0539
 KQ0539  HORZ ORDER  -  THIRD
 KQ0539
 KQ0539.The horizontal coordinates were established by classical geodetic methods
 KQ0539.and adjusted by the National Geodetic Survey in June 1998..
 KQ0539
 KQ0539
 KQ0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0539
 KQ0539.The geoid height was determined by GEOID03.
 KQ0539
 KQ0539;                    North         East     Units Scale Factor Converg.
 KQ0539;SPC NV C     - 6,533,858.043   490,513.007   MT  0.99990111   -0 04 13.1
 KQ0539;SPC NV C     -21,436,499.26  1,609,291.42   sFT  0.99990111   -0 04 13.1
 KQ0539;SPC NV E     - 8,534,532.864    97,420.928   MT  1.00002951   -0 45 37.3
 KQ0539;SPC NV E     -28,000,379.90    319,621.83   sFT  1.00002951   -0 45 37.3
 KQ0539;UTM  11      - 4,379,035.365   519,150.551   MT  0.99960452   +0 08 31.1
 KQ0539
 KQ0539                          SUPERSEDED SURVEY CONTROL
 KQ0539
 KQ0539  NAD 83(1986)-  39 33 38.86160(N)    116 46 37.44609(W) AD(       ) 4
 KQ0539  NAD 27      -  39 33 39.13000(N)    116 46 34.14700(W) AD(       ) 3
 KQ0539
 KQ0539.Superseded values are not recommended for survey control.
 KQ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0539.See file dsdata.txt to determine how the superseded data were derived.
 KQ0539
 KQ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND1915179035(NAD 83)
 KQ0539_MARKER: 72 = CAIRN
 KQ0539
 KQ0539  HISTORY     - Date     Condition        Report By
 KQ0539  HISTORY     - 1954     FIRST OBSERVED   CGS
 KQ0539
 KQ0539                          STATION DESCRIPTION
 KQ0539
 KQ0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0539'THE STATION IS LOCATED ABOUT 16 MILES, AIR LINE, EAST-NORTHEAST
 KQ0539'OF AUSTIN AND 9 MILES, AIR LINE, NORTH OF U.S. HIGHWAY 50.
 KQ0539'IT IS ON THE HIGHEST POINT OF WHAT IS LOCALLY KNOWN AS BATES
 KQ0539'MOUNTAIN.
 KQ0539'
 KQ0539'THE STATION IS A LARGE CAIRN ON A MESA-LIKE MOUNTAIN WHICH IS
 KQ0539'BARE OF TIMBER OR BRUSH.  THE POINT INTERSECTED WAS THE TOP
 KQ0539'AND CENTER OF THE CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0816 ***********************************************************************
 LR0816  DESIGNATION -  BATTLE
 LR0816  PID         -  LR0816
 LR0816  STATE/COUNTY-  NV/HUMBOLDT
 LR0816  USGS QUAD   -  NORTH PEAK (1984)
 LR0816
 LR0816                         *CURRENT SURVEY CONTROL
 LR0816  ___________________________________________________________________
 LR0816* NAD 83(1994)-  40 40 30.12005(N)    117 07 56.99290(W)     ADJUSTED  
 LR0816* NAVD 88     -      2607.2    (meters)    8554.     (feet)  VERTCON   
 LR0816  ___________________________________________________________________
 LR0816  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 LR0816  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 LR0816
 LR0816  HORZ ORDER  -  FIRST
 LR0816
 LR0816.The horizontal coordinates were established by classical geodetic methods
 LR0816.and adjusted by the National Geodetic Survey in June 1998..
 LR0816
 LR0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0816
 LR0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0816
 LR0816.The geoid height was determined by GEOID03.
 LR0816
 LR0816;                    North         East     Units Scale Factor Converg.
 LR0816;SPC NV W     - 4,658,573.655   922,653.584   MT  1.00008512   +0 56 44.6
 LR0816;SPC NV W     -15,284,003.73  3,027,072.63   sFT  1.00008512   +0 56 44.6
 LR0816;SPC NV C     - 6,657,665.744   460,619.203   MT  0.99991908   -0 18 13.0
 LR0816;SPC NV C     -21,842,691.70  1,511,214.84   sFT  0.99991908   -0 18 13.0
 LR0816;UTM  11      - 4,502,692.139   488,802.161   MT  0.99960154   -0 05 10.9
 LR0816
 LR0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0816!SPC NV W     -   0.99959437  x   1.00008512  =   0.99967946
 LR0816!SPC NV C     -   0.99959437  x   0.99991908  =   0.99951348
 LR0816!UTM  11      -   0.99959437  x   0.99960154  =   0.99919607
 LR0816
 LR0816|---------------------------------------------------------------------|
 LR0816| PID    Reference Object                     Distance      Geod. Az  |
 LR0816|                                                           dddmmss.s |
 LR0816| DB6234 BATTLE RM 1                           6.652 METERS 02643     |
 LR0816| LR0921 AIRWAY BCN 36 SAN FRAN SALT LK      APPROX.31.9 KM 0921854.2 |
 LR0816| LR0931 BATTLE MOUNTAIN MUNICIPAL TANK      APPROX.16.9 KM 1022700.9 |
 LR0816| LR0932 AIR BEACON BATTLE MTN AIRPORT       APPROX.16.5 KM 1032410.7 |
 LR0816| LR0915 AIRWAY BEACON 36 ESE BATTLE MT      APPROX.39.0 KM 1082743.2 |
 LR0816| LR0923 AIRPORT BN LANDER AP BATTLE MT      APPROX.23.1 KM 1082935.6 |
 LR0816| DB6233 BATTLE AZ MK                                       1572954.9 |
 LR0816| LR0841 AIR BEACON REESE RIVER VALLEY       APPROX.40.9 KM 2063136.1 |
 LR0816| LR0815 VABM                                  4.404 METERS 31052     |
 LR0816|---------------------------------------------------------------------|
 LR0816
 LR0816                          SUPERSEDED SURVEY CONTROL
 LR0816
 LR0816  NAD 83(1986)-  40 40 30.12412(N)    117 07 56.98956(W) AD(       ) 1
 LR0816  NAD 27      -  40 40 30.45100(N)    117 07 53.60700(W) AD(       ) 1
 LR0816  NGVD 29 (07/19/86) 2606.0    (m)         8550.     (f) VERT ANG       
 LR0816
 LR0816.Superseded values are not recommended for survey control.
 LR0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0816.See file dsdata.txt to determine how the superseded data were derived.
 LR0816
 LR0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF8880202692(NAD 83)
 LR0816_MARKER: DS = TRIANGULATION STATION DISK
 LR0816_SETTING: 66 = SET IN ROCK OUTCROP
 LR0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0816
 LR0816  HISTORY     - Date     Condition        Report By
 LR0816  HISTORY     - 1934     MONUMENTED       CGS
 LR0816  HISTORY     - 1958     GOOD             CGS
 LR0816  HISTORY     - 1958     GOOD             CGS
 LR0816  HISTORY     - 1958     GOOD             USGS
 LR0816
 LR0816                          STATION DESCRIPTION
 LR0816
 LR0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 LR0816'STATION IS ON THE HIGHEST AND MOST NORTHERN POINT OF BATTLE
 LR0816'MOUNTAIN (LOCALLY KNOWN AS NORTH PEAK).  THE PEAK LIES 11
 LR0816'MILES A LITTLE NORTH OF WEST OF BATTLE MOUNTAIN AND ABOUT
 LR0816'8 MILES SOUTHEAST OF U.S. HIGHWAY 40.  THE PEAK IS ROCKY AND
 LR0816'HAS RIDGES RUNNING IN ALL DIRECTIONS.
 LR0816'
 LR0816'BEST REACHED FROM BATTLE MOUNTAIN AS FOLLOWS--GO NORTHWEST
 LR0816'ON U.S. HIGHWAY 40 FOR 5.1 MILES (RAILROAD SIDING HERE), TURN
 LR0816'LEFT (SOUTHWEST) ON DIRT ROAD, GO 0.1 MILES AND TAKE LEFT FORK,
 LR0816'GO 3.8 MILES AND TAKE LEFT FORK LEADING UP CANYON, GO 1.0
 LR0816'MILE AND TAKE RIGHT FORK, GO 0.7 MILE TO END OF TRUCK TRAVEL.
 LR0816'THE LAST 1.7 MILES IS VERY ROUGH AND ROCKY.  FROM END OF
 LR0816'TRUCK TRAVEL GO UP CANYON TO AN OLD MINE, CLIMB UP THE RIGHT
 LR0816'HAND RIDGE (OPPOSITE MINE) AND FOLLOW THE TOP OF RIDGE TO THE
 LR0816'MAIN RIDGE (ABOUT 2 MILES), TURN RIGHT ON MAIN RIDGE TO
 LR0816'HIGHEST POINT (ABOUT 2 MILES).  A 3-HOUR PACK.  A HORSE CAN
 LR0816'BE TAKEN TO STATION.
 LR0816'
 LR0816'SURFACE MARK AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE
 LR0816'DISKS.
 LR0816'
 LR0816'U.S. GEOLOGICAL SURVEY BENCH MARK IS USED AS REFERENCE MARK.
 LR0816'
 LR0816'THE WATER TANK AT BATTLE MOUNTAIN IS USED AS AN AZIMUTH.
 LR0816'IT HAS A BALL AND RED LIGHT ON TOP.
 LR0816'
 LR0816'HEIGHT OF LIGHT ABOVE STATION MARK - 1.220 METERS.
 LR0816
 LR0816                          STATION RECOVERY (1958)
 LR0816
 LR0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0816'ALL MARKS AS DESCRIBED IN 1934 DESCRIPTION RECOVERED IN GOOD
 LR0816'CONDITION.  AN 8-FOOT POLE TARGET ERECTED OVER STATION MARK,
 LR0816'PLUMB.  NOT OCCUPIED.
 LR0816'
 LR0816'THE STATION MORE EASILY REACHED BY FOLLOWING DESCRIPTION--FROM
 LR0816'BATTLE MOUNTAIN GO SOUTH ON NEVADA HIGHWAY 8-A FOR 7.2 MILES
 LR0816'TO A GRAVEL ROAD, TURN RIGHT AND CONTINUE 10.1 MILES AND PAST
 LR0816'LUCKY STRIKE MINE TO A CORRAL.  TURN RIGHT, GO 0.3 MILE TO
 LR0816'FORKS, KEEP THE LEFT FORK FOR 0.9 MILE ON DIM TRACK ROAD TO TOP
 LR0816'OF RIDGE WHERE TRACKS FADE OUT.  FROM TOP OF RIDGE GO
 LR0816'NORTHWESTERLY INTO DRAW AND ACROSS A SMALL CREEK, THENCE OVER A
 LR0816'SADDLE IN A SMALL RIDGE, AND CONTINUE ACROSS COUNTRY BY
 LR0816'BEST ROUTE DIRECTLY TOWARDS NORTH PEAK, ON WHICH
 LR0816'MOUNTAIN THE STATION IS SITUATED, TO AN END OF TRUCK
 LR0816'TRAVEL WITH 4-WHEEL DRIVE, AND PACK 45 MINUTES TO TOP AND
 LR0816'STATION.
 LR0816'
 LR0816'A LAND OFFICE CORNER WAS FOUND 75 YARDS SOUTHEAST FROM STATION,
 LR0816'OVER THE SLOPE OF THE PEAK.
 LR0816
 LR0816                          STATION RECOVERY (1958)
 LR0816
 LR0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0816'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO
 LR0816'BE IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS
 LR0816'TIME.  A DIFFERENCE IN MEASUREMENT TO THE REFERENCE MARKS
 LR0816'WAS FOUND.  A NEW DESCRIPTION FOLLOWS.
 LR0816'
 LR0816'THE STATION IS LOCATED, AIRLINE, ABOUT 10-1/2 MILES WEST-NORTHWEST
 LR0816'OF BATTLE MOUNTAIN AND 6 MILES SOUTHWEST OF U.S. HIGHWAY 40.
 LR0816'IT IS ON THE HIGHEST AND MOST NORTHERN POINT OF BATTLE MOUNTAIN
 LR0816'(KNOWN LOCALLY AS NORTH PEAK).
 LR0816'
 LR0816'TO REACH THE STATION FROM THE POST OFFICE IN BATTLE MOUNTAIN
 LR0816'GO NORTHWEST ON U.S. HIGHWAY 40 FOR 0.05 MILE TO JUNCTION
 LR0816'WITH STATE HIGHWAY 8A.  TURN LEFT AND GO SOUTHWEST ON STATE
 LR0816'HIGHWAY 8A FOR 6.6 MILES TO A GRADED SIDEROAD ON THE RIGHT.
 LR0816'TURN RIGHT AND GO WESTERLY, ON THE MAIN ROAD, INTO AND UP A
 LR0816'CANYON, AND OVER A PASS, FOR 7.75 MILES TO SOME ABANDONED MINE
 LR0816'BUILDINGS ON THE LEFT.  CONTINUE STRAIGHT AHEAD, NORTHWESTERLY,
 LR0816'DOWN A SMALL VALLEY FOR 1.65 MILES TO A SIDEROAD RIGHT LEADING
 LR0816'UP A SMALL SIDE CANYON, JUST AFTER PASSING A CORRAL ON THE
 LR0816'LEFT.  TURN RIGHT AND GO EAST UP CANYON FOR 0.2 MILE TO A
 LR0816'FORK.  TAKE THE LEFT FORK AND FOLLOW DIM TRACK ROAD
 LR0816'NORTHERLY FOR 0.35 MILE TO THE END OF 2-WHEEL DRIVE TRUCK
 LR0816'TRAVEL AT A SMALL WASH.  WITH A 4-WHEEL DRIVE TRUCK
 LR0816'CONTINUE ON ACROSS WASH ON TRACK ROAD, CROSSING AND
 LR0816'RECROSSING WASH SEVERAL TIMES AND THEN CLIMBING RIDGE
 LR0816'FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.  BEAR
 LR0816'LEFT, SOUTHWEST, ABOUT 1/4 MILE INTO A SHALLOW RAVINE AND
 LR0816'CONTINUE ABOUT 1/2 MILE DOWN THE RAVINE INTO A SMALL
 LR0816'VALLEY, THEN BEAR RIGHT, WESTERLY, ABOUT 1/4 MILE ACROSS
 LR0816'VALLEY AND ONTO THE CREST OF A LOW RIDGE.  TURN RIGHT AND
 LR0816'FOLLOW CREST OF RIDGE NORTHERLY FOR ABOUT 3/4 MILE TO THE
 LR0816'POINT WHERE IT JOINS THE RIDGE LEADING TO THE STATION, THEN
 LR0816'SWING LEFT, WESTERLY, UP THE RIDGE FOR ABOUT 1 MILE TO THE END
 LR0816'OF TRUCK TRAVEL AT A POINT WHERE IT IS TOO STEEP TO CONTINUE
 LR0816'DRIVING.  A TOTAL OF ABOUT 2.9 MILES OF DRIVING FROM THE
 LR0816'AZIMUTH MARK.  FROM THIS POINT PACK ABOUT 1/4 MILE IN A
 LR0816'SOUTHWESTERLY DIRECTION TO THE HIGHEST POINT AND THE STATION.
 LR0816'
 LR0816'THE STATION MARK IS A STANDARD DISK STAMPED BATTLE 1934 CEMENTED
 LR0816'IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND PROJECTS 3 INCHES.
 LR0816'IT IS ABOUT 2 FEET LOWER IN ELEVATION THAN AND ABOUT 20 FEET
 LR0816'NORTHEAST OF THE HIGHEST POINT OF THE PEAK.
 LR0816'
 LR0816'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BATTLE
 LR0816'NO 1 1934 CEMENTED IN A DRILL HOLE IN AN OUTCROPPING LEDGE
 LR0816'OF BEDROCK, AND PROJECTS 8 INCHES.  IT IS ABOUT 9 FEET LOWER
 LR0816'IN ELEVATION THAN THE STATION.
 LR0816'
 LR0816'REFERENCE MARK NUMBER 2 IS A STANDARD U.S. GEOLOGICAL SURVEY
 LR0816'BENCH MARK DISK STAMPED VABM CEMENTED IN A DRILL HOLE IN A
 LR0816'LARGE OUTCROPPING BOULDER, AND PROJECTS 3 FEET.  IT IS ABOUT
 LR0816'1 FOOT HIGHER IN ELEVATION THAN THE STATION.
 LR0816'
 LR0816'AZIMUTH MARK IS A STANDARD DISK STAMPED BATTLE 1934 1958
 LR0816'CEMENTED IN A DRILL HOLE IN A LARGE OUTCROPPING BOULDER, AND
 LR0816'PROJECTS 1 FOOT.  IT IS ABOUT 22 FEET EAST-NORTHEAST OF A
 LR0816'DIM TRACK ROAD LEADING TO THE STATION AND 2 FEET SOUTHWEST
 LR0816'OF A CAIRN.
 LR0816'
 LR0816'PACKING TIME--15 MINUTES.
 LR0816
 LR0816                          STATION RECOVERY (1958)
 LR0816
 LR0816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LR0816'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40117-1, STATION 1009.
 LR0816'
 LR0816'STATION MARK--A STANDARD DISK STAMPED---BATTLE 1934---CEMENTED IN
 LR0816'A DRILL HOLE IN OUTCROPPING BEDROCK, AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0310 ***********************************************************************
 MV0310  DESIGNATION -  BATTLE
 MV0310  PID         -  MV0310
 MV0310  STATE/COUNTY-  NV/HUMBOLDT
 MV0310  USGS QUAD   -  PINTO MOUNTAIN (1972)
 MV0310
 MV0310                         *CURRENT SURVEY CONTROL
 MV0310  ___________________________________________________________________
 MV0310* NAD 83(1994)-  41 20 23.95437(N)    118 47 23.25778(W)     ADJUSTED  
 MV0310* NAVD 88     -      1597.2    (meters)    5240.     (feet)  VERTCON   
 MV0310  ___________________________________________________________________
 MV0310  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 MV0310  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 MV0310
 MV0310  HORZ ORDER  -  FIRST
 MV0310
 MV0310.The horizontal coordinates were established by classical geodetic methods
 MV0310.and adjusted by the National Geodetic Survey in June 1998..
 MV0310
 MV0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0310
 MV0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0310
 MV0310.The geoid height was determined by GEOID03.
 MV0310
 MV0310;                    North         East     Units Scale Factor Converg.
 MV0310;SPC NV W     - 4,731,420.417   782,720.697   MT  0.99990367   -0 08 10.9
 MV0310;SPC NV W     -15,523,001.82  2,567,976.15   sFT  0.99990367   -0 08 10.9
 MV0310;UTM  11      - 4,578,045.205   350,248.580   MT  0.99987599   -1 10 56.7
 MV0310
 MV0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0310!SPC NV W     -   0.99975284  x   0.99990367  =   0.99965654
 MV0310!UTM  11      -   0.99975284  x   0.99987599  =   0.99962886
 MV0310
 MV0310:                Primary Azimuth Mark                     Grid Az
 MV0310:SPC NV W     -  PARROT PEAK HIGHEST POINT                083 46 36.9
 MV0310:UTM  11      -  PARROT PEAK HIGHEST POINT                084 49 22.7
 MV0310
 MV0310|---------------------------------------------------------------------|
 MV0310| PID    Reference Object                     Distance      Geod. Az  |
 MV0310|                                                           dddmmss.s |
 MV0310| MV0300 PARROT PEAK HIGHEST POINT           APPROX.26.8 KM 0833826.0 |
 MV0310| CD6743 BATTLE RM 1                           5.236 METERS 08709     |
 MV0310| CD6742 BATTLE AZ MK                                       1965338.7 |
 MV0310| CD6744 BATTLE RM 2                           9.604 METERS 34043     |
 MV0310|---------------------------------------------------------------------|
 MV0310
 MV0310                          SUPERSEDED SURVEY CONTROL
 MV0310
 MV0310  NAD 83(1986)-  41 20 23.96512(N)    118 47 23.25593(W) AD(       ) 1
 MV0310  NAD 27      -  41 20 24.32800(N)    118 47 19.64100(W) AD(       ) 1
 MV0310  NGVD 29 (11/16/90) 1596.2    (m)         5237.     (f) VERT ANG       
 MV0310
 MV0310.Superseded values are not recommended for survey control.
 MV0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0310.See file dsdata.txt to determine how the superseded data were derived.
 MV0310
 MV0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF5024978045(NAD 83)
 MV0310_MARKER: DS = TRIANGULATION STATION DISK
 MV0310_SETTING: 66 = SET IN ROCK OUTCROP
 MV0310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0310+STABILITY: POSITION/ELEVATION WELL
 MV0310
 MV0310  HISTORY     - Date     Condition        Report By
 MV0310  HISTORY     - 1935     MONUMENTED       CGS
 MV0310  HISTORY     - 1964     GOOD             USGS
 MV0310
 MV0310                          STATION DESCRIPTION
 MV0310
 MV0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 MV0310'STATION IS ON THE N END AND HIGHEST POINT OF THE LONE BLACK
 MV0310'MESA, 10 MILES S OF THE LEONARD CREEK RANCH, AND ABOUT
 MV0310'4 MILES, AIRLINE, E OF THE BATTLE CREEK RANCH, AND IS THE
 MV0310'HIGHEST POINT IN THE VICINITY.  STATION MARK IS A STANDARD
 MV0310'BRONZE DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 MV0310'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MV0310'BRONZE DISKS IN OUTCROPPING BEDROCK.
 MV0310'
 MV0310'REACHED FROM THE LEONARD CREEK RANCH AS FOLLOWS--GO W UP
 MV0310'THE HILL ON THE ROAD JUST S OF THE RANCH HOUSE 0.1 MILE, THEN
 MV0310'S 1.1 MILES.  TAKE THE RIGHT FORK AND GO 0.8 MILE.  TAKE THE
 MV0310'LEFT FORK AND GO 9.6 MILES TO THE FENCE LINE JUST BEFORE
 MV0310'REACHING THE BATTLE CREEK RANCH.  TURN SHARP, LEFT, ALONG
 MV0310'THE FENCE 1.2 MILES, CONTINUE NE ON THE OLD ROAD 1.8 MILES
 MV0310'TO THE TOP OF THE LOW RIDGE.  TURN SHARP, RIGHT, AND GO 0.6
 MV0310'MILE.  TURN LEFT AND GO ALONG THE BASE OF THE HILLS 4.4
 MV0310'MILES TO W SIDE OF THE N END OF THE MESA.  FROM HERE PACK
 MV0310'UP THE STEEP SLOPE E TO THE HIGHEST POINT AND STATION.
 MV0310'
 MV0310'AZIMUTH MARK IS 3/4 MILE S OF THE STATION ON THE LAST POINT
 MV0310'OF THE RIDGE.  A 1 HOUR PACK.
 MV0310
 MV0310                          STATION RECOVERY (1964)
 MV0310
 MV0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MV0310'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41118-3 STATION 1001.
 MV0310'STATION MARK--STANDARD BRONZE DISC WEDGED IN DRILL HOLE IN OUTCROPPING
 MV0310'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0931 ***********************************************************************
 LR0931  DESIGNATION -  BATTLE MOUNTAIN MUNICIPAL TANK
 LR0931  PID         -  LR0931
 LR0931  STATE/COUNTY-  NV/LANDER
 LR0931  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0931
 LR0931                         *CURRENT SURVEY CONTROL
 LR0931  ___________________________________________________________________
 LR0931* NAD 83(1994)-  40 38 31.59198(N)    116 56 15.73692(W)     ADJUSTED  
 LR0931* NAVD 88     -                                                        
 LR0931  ___________________________________________________________________
 LR0931  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 LR0931  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 LR0931
 LR0931  HORZ ORDER  -  THIRD
 LR0931
 LR0931.The horizontal coordinates were established by classical geodetic methods
 LR0931.and adjusted by the National Geodetic Survey in June 1998..
 LR0931
 LR0931
 LR0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0931
 LR0931.The geoid height was determined by GEOID03.
 LR0931
 LR0931;                    North         East     Units Scale Factor Converg.
 LR0931;SPC NV C     - 6,653,940.911   477,075.543   MT  0.99990647   -0 10 35.5
 LR0931;SPC NV C     -21,830,471.14  1,565,205.34   sFT  0.99990647   -0 10 35.5
 LR0931;SPC NV W     - 4,655,207.729   939,190.494   MT  1.00013840   +1 04 19.3
 LR0931;SPC NV W     -15,272,960.69  3,081,327.48   sFT  1.00013840   +1 04 19.3
 LR0931;UTM  11      - 4,499,030.855   505,267.367   MT  0.99960034   +0 02 26.1
 LR0931
 LR0931                          SUPERSEDED SURVEY CONTROL
 LR0931
 LR0931  NAD 83(1986)-  40 38 31.59529(N)    116 56 15.73103(W) AD(       ) 4
 LR0931  NAD 27      -  40 38 31.91400(N)    116 56 12.36300(W) AD(       ) 3
 LR0931
 LR0931.Superseded values are not recommended for survey control.
 LR0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0931.See file dsdata.txt to determine how the superseded data were derived.
 LR0931
 LR0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE0526799031(NAD 83)
 LR0931_MARKER: 53 = ELEVATED TANK
 LR0931
 LR0931  HISTORY     - Date     Condition        Report By
 LR0931  HISTORY     - 1934     FIRST OBSERVED   CGS
 LR0931  HISTORY     - 1958     GOOD             CGS
 LR0931  HISTORY     - 1958     GOOD             CGS
 LR0931  HISTORY     - 1971     GOOD             NGS
 LR0931
 LR0931                          STATION DESCRIPTION
 LR0931
 LR0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ILC)
 LR0931'STATION IS LOCATED AT THE WEST SIDE OF BATTLE MOUNTAIN ON THE
 LR0931'CORNER OF HUMBOLT AND THIRD ST.
 LR0931'
 LR0931'THE TANK SITS ON A 4 LEGGED, STRUCTURAL STEEL TOWER, PAINTED
 LR0931'SILVER AND IS ABOUT 120 FEET HIGH.
 LR0931'
 LR0931'THE CENTER OF THE CONICAL TOP WAS INTERSECTED.
 LR0931
 LR0931                          STATION RECOVERY (1958)
 LR0931
 LR0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0931'NOT PREVIOUSLY DESCRIBED.  AN ELEVATED WATER WITH STAND PIPE
 LR0931'SUPPORTED BY A FOUR LEGGED STRUCTURE ON THE NORTH SIDE OF THIRD
 LR0931'STREET BETWEEN HUMBOLDT AND MOUNTAIN STREETS IN BATTLE
 LR0931'MOUNTAIN.  THE BALL AT THE APEX OF THE ROOF OF TANK WAS
 LR0931'INTERSECTED, AND IS ABOUT 150 FEET ABOVE GROUND LEVEL.
 LR0931
 LR0931                          STATION RECOVERY (1971)
 LR0931
 LR0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JVT)
 LR0931'THE STATION WAS RECOVERED AS DESCRIBED.
 LR0931'
 LR0931'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BATTLE
 LR0931'MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0312 ***********************************************************************
 LR0312  CBN         -  This is a Cooperative Base Network Control Station.
 LR0312  DESIGNATION -  BATTLE MTN NW BASE
 LR0312  PID         -  LR0312
 LR0312  STATE/COUNTY-  NV/HUMBOLDT
 LR0312  USGS QUAD   -  ELLISON (1981)
 LR0312
 LR0312                         *CURRENT SURVEY CONTROL
 LR0312  ___________________________________________________________________
 LR0312* NAD 83(1999)-  40 45 23.76149(N)    117 04 49.95112(W)     ADJUSTED  
 LR0312* NAVD 88     -      1380.375  (meters)    4528.78   (feet)  ADJUSTED  
 LR0312  ___________________________________________________________________
 LR0312  EPOCH DATE  -        1999.37
 LR0312  X           -  -2,203,060.364 (meters)                     COMP
 LR0312  Y           -  -4,308,765.121 (meters)                     COMP
 LR0312  Z           -   4,142,873.793 (meters)                     COMP
 LR0312  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 LR0312  ELLIP HEIGHT-        1360.08  (meters)          (10/30/00) GPS OBS
 LR0312  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 LR0312  DYNAMIC HT  -        1379.295 (meters)    4525.24  (feet)  COMP
 LR0312  MODELED GRAV-     979,793.9   (mgal)                       NAVD 88
 LR0312
 LR0312  HORZ ORDER  -  B
 LR0312  VERT ORDER  -  FIRST     CLASS II
 LR0312  ELLP ORDER  -  FOURTH    CLASS II
 LR0312
 LR0312.The horizontal coordinates were established by GPS observations
 LR0312.and adjusted by the National Geodetic Survey in October 2000..
 LR0312.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 LR0312.DATUM ITEM on the data sheet items page.
 LR0312.The horizontal coordinates are valid at the epoch date displayed above.
 LR0312.The epoch date for horizontal control is a decimal equivalence
 LR0312.of Year/Month/Day.
 LR0312
 LR0312.The orthometric height was determined by differential leveling
 LR0312.and adjusted by the National Geodetic Survey in June 1991..
 LR0312
 LR0312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LR0312
 LR0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0312
 LR0312.The ellipsoidal height was determined by GPS observations
 LR0312.and is referenced to NAD 83.
 LR0312
 LR0312.The geoid height was determined by GEOID03.
 LR0312
 LR0312.The dynamic height is computed by dividing the NAVD 88
 LR0312.geopotential number by the normal gravity value computed on the
 LR0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0312.degrees latitude (g = 980.6199 gals.).
 LR0312
 LR0312.The modeled gravity was interpolated from observed gravity values.
 LR0312
 LR0312;                    North         East     Units Scale Factor Converg.
 LR0312;SPC NV W     - 4,667,704.922   926,891.097   MT  1.00009812   +0 58 52.4
 LR0312;SPC NV W     -15,313,961.90  3,040,975.21   sFT  1.00009812   +0 58 52.4
 LR0312;SPC NV C     - 6,666,700.790   465,054.191   MT  0.99991503   -0 16 12.7
 LR0312;SPC NV C     -21,872,334.18  1,525,765.29   sFT  0.99991503   -0 16 12.7
 LR0312;UTM  11      - 4,511,741.090   493,201.439   MT  0.99960057   -0 03 09.3
 LR0312
 LR0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0312!SPC NV W     -   0.99978670  x   1.00009812  =   0.99988480
 LR0312!SPC NV C     -   0.99978670  x   0.99991503  =   0.99970175
 LR0312!UTM  11      -   0.99978670  x   0.99960057  =   0.99938735
 LR0312
 LR0312|---------------------------------------------------------------------|
 LR0312| PID    Reference Object                     Distance      Geod. Az  |
 LR0312|                                                           dddmmss.s |
 LR0312| LR0310 BATTLE MTN NW BASE RM 1              20.860 METERS 04822     |
 LR0312| LR0931 BATTLE MOUNTAIN MUNICIPAL TANK      APPROX.17.5 KM 1362613.7 |
 LR0312| LR0311 BATTLE MTN NW BASE RM 2              21.835 METERS 31406     |
 LR0312|---------------------------------------------------------------------|
 LR0312
 LR0312                          SUPERSEDED SURVEY CONTROL
 LR0312
 LR0312  NAD 83(1994)-  40 45 23.76034(N)    117 04 49.94880(W) AD(       ) B
 LR0312  ELLIP H (03/30/95) 1360.15   (m)                       GP(       ) 4 1
 LR0312  NAD 83(1986)-  40 45 23.76578(N)    117 04 49.94568(W) AD(       ) 1
 LR0312  NAD 27      -  40 45 24.09800(N)    117 04 46.56100(W) AD(       ) 1
 LR0312  NAVD 88 (03/30/95) 1380.38   (m)         4528.8    (f) LEVELING    3  
 LR0312  NGVD 29 (07/19/86) 1379.34   (m)         4525.4    (f) LEVELING    3  
 LR0312
 LR0312.Superseded values are not recommended for survey control.
 LR0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0312.See file dsdata.txt to determine how the superseded data were derived.
 LR0312
 LR0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF9320111741(NAD 83)
 LR0312_MARKER: DS = TRIANGULATION STATION DISK
 LR0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0312_STAMPING: NW BASE 1934
 LR0312_MARK LOGO: CGS   
 LR0312_PROJECTION: PROJECTING 20 CENTIMETERS
 LR0312_MAGNETIC: N = NO MAGNETIC MATERIAL
 LR0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0312+STABILITY: SURFACE MOTION
 LR0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0312+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1994
 LR0312
 LR0312  HISTORY     - Date     Condition        Report By
 LR0312  HISTORY     - 1934     MONUMENTED       CGS
 LR0312  HISTORY     - 1935     GOOD             CGS
 LR0312  HISTORY     - 1953     GOOD             CGS
 LR0312  HISTORY     - 1953     GOOD             NGS
 LR0312  HISTORY     - 1958     GOOD             CGS
 LR0312  HISTORY     - 1968     GOOD             NGS
 LR0312  HISTORY     - 1984     GOOD             NGS
 LR0312  HISTORY     - 19940107 GOOD             NGS
 LR0312
 LR0312                          STATION DESCRIPTION
 LR0312
 LR0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 LR0312'STATION IS 10.3 MILES NORTHWEST OF BATTLE MOUNTAIN ALONG
 LR0312'U.S. HIGHWAY 40, 0.2 MILE NORTHWEST OF RAILROAD MILEPOST NO.
 LR0312'465, 32.5 FEET NORTHEAST OF THE RAILROAD RIGHT-OF-WAY FENCE
 LR0312'LINE, AND 63.5 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 40.
 LR0312'
 LR0312'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LR0312'DISKS SET IN CONCRETE.
 LR0312'
 LR0312'WATER TANK AT BATTLE MOUNTAIN (BALL ON TOP) IS A GOOD AZIMUTH
 LR0312'MARK.  RAILROAD BLOCK SIGNAL NORTHWEST 0.5 MILE, A GOOD AZIMUTH
 LR0312'MARK.
 LR0312'
 LR0312'A 20-FOOT TOWER WAS USED AT THIS STATION.
 LR0312
 LR0312                          STATION RECOVERY (1935)
 LR0312
 LR0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HEB)
 LR0312'N.W. BASE 1934.  A ONE-FOOT SQUARE CONCRETE POST, PROJECTING
 LR0312'0.4 FOOT.  MARK IS 165.55 FEET SOUTHWEST OF SOUTHWEST RAIL
 LR0312'OF SOUTHERN PACIFIC RAILROAD.  AND 62.7 FEET NORTHEAST OF
 LR0312'CENTER LINE OF U.S. HIGHWAY 40.  (DESCRIPTION READS 63.5 FEET).
 LR0312'
 LR0312'N.W. BASE NO. 1 1934.  A ONE-FOOT SQUARE CONCRETE POST,
 LR0312'PROJECTING 0.4 FOOT.  MARK IS 131.1 FEET NORTHEAST OF CENTER
 LR0312'LINE OF U.S. HIGHWAY 40, 97.14 FEET SOUTHWEST OF SOUTHWEST
 LR0312'RAIL OF S.P.R.R., AND 68.41 FEET (20.851) INSTEAD OF 20.860
 LR0312'METERS) NORTHEAST OF NORTHWEST BASE.
 LR0312'
 LR0312'N.W. BASE NO. 2 1934.  A ONE-FOOT SQUARE CONCRETE POST,
 LR0312'PROJECTING FOUR INCHES.  MARK IS 168.15 FEET SOUTHWEST OF
 LR0312'SOUTHWEST RAIL OF S.P.R.R., 102.67 FEET WEST OF REFERENCE
 LR0312'MARK NO. 1, 60.5 FEET NORTHEAST OF CENTER LINE OF U.S. HIGHWAY
 LR0312'40, AND 30.6 FEET NORTHEAST OF NORTHWEST-SOUTHEAST FENCE LINE.
 LR0312'
 LR0312'SEMAPHORE NO. 4659 (AZIMUTH)--AUTOMATIC SEMAPHORE NO. 4659
 LR0312'LOCATED 0.93 MILE SOUTHEAST OF NORTHWEST BASE, ON THE NORTHEAST
 LR0312'SIDE OF THE RAILROAD TRACKS.  THE SEMAPHORE IS 26.8 FEET
 LR0312'HIGH, 93.15 FEET NORTH-NORTHWEST OF SWITCH STAND, 28.7 FEET
 LR0312'NORTHWEST OF CENTER LINE OF SMALL RAILROAD CULVERT, AND 13.1
 LR0312'FEET NORTHEAST OF SOUTHWEST RAIL.
 LR0312'
 LR0312'MARKS IN GOOD CONDITION, NOT STAMPED BATTLE MOUNTAIN.
 LR0312
 LR0312                          STATION RECOVERY (1953)
 LR0312
 LR0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFW)
 LR0312'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 LR0312'A NEW DESCRIPTION FOLLOWS--
 LR0312'
 LR0312'THE STATION IS LOCATED 11.0 MILES NORTHWEST ALONG THE SOUTHERN
 LR0312'PACIFIC COMPANY RAILROAD FROM THE STATION AT BATTLE MOUNTAIN,
 LR0312'3.5 MILES SOUTHEAST OF VALMY, ON THE RAILROAD RIGHT-OF-WAY
 LR0312'BETWEEN THE RAILROAD AND AN ABANDONED PAVED ROAD (FORMER
 LR0312'U.S. HIGHWAY 40), AND 0.15 MILE (4-1/2 POLES) NORTHWEST OF
 LR0312'MILEPOLE 465.
 LR0312'
 LR0312'THE STATION MARK IS A STANDARD STATION-MARK DISK, STAMPED
 LR0312'NW BASE 1934, 413 FEET NORTHWEST OF THE CENTER OF THE NORTHEAST
 LR0312'END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT UNDER THE
 LR0312'ABANDONED PAVED ROAD, 165.6 FEET SOUTHWEST OF THE SOUTHWEST
 LR0312'RAIL, 63 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 33.3
 LR0312'FEET NORTHEAST OF A FENCE, 1.9 FEET NORTHWEST OF A WITNESS
 LR0312'POST, ABOUT 3 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP
 LR0312'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LR0312'
 LR0312'R.M. 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED NW BASE
 LR0312'NO 1 1934, 131 FEET NORTHEAST OF THE CENTER LINE OF THE
 LR0312'ROAD, 68.4 FEET NORTHEAST OF THE STATION, 97.3 FEET SOUTHWEST
 LR0312'OF THE SOUTHWEST RAIL, 2.0 FEET NORTHWEST OF A WITNESS POST,
 LR0312'ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF A CONCRETE
 LR0312'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LR0312'
 LR0312'R.M. 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED NW BASE
 LR0312'NO 2 1934, 166.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 71.6
 LR0312'FEET NORTHWEST OF THE STATION, 61 FEET NORTHEAST OF THE CENTER
 LR0312'LINE OF THE ABANDONED ROAD, 30.7 FEET NORTHEAST OF A FENCE,
 LR0312'2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 LR0312'STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LR0312'0.6 FOOT ABOVE THE GROUND.
 LR0312'
 LR0312'TO REACH FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION
 LR0312'AT BATTLE MOUNTAIN, GO NORTHWEST ALONG U.S. HIGHWAY 40 FOR
 LR0312'0.9 MILE TO THE Y JUNCTION OF AN ABANDONED PAVED ROAD LEADING
 LR0312'NORTHWEST (FORMER U.S. HIGHWAY 40).  TURN RIGHT ON THE ABANDONED
 LR0312'PAVED ROAD AND GO 10.1 MILES NORTHWEST TO THE STATION.
 LR0312
 LR0312                          STATION RECOVERY (1953)
 LR0312
 LR0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 LR0312'3.5 MI SE FROM VALMY.
 LR0312'3.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0312'THE WATER TANK AT VALMY, 0.15 MILE (4-1/4 POLES) NORTHWEST OF MILEPOLE
 LR0312'465, 413 FEET NORTHWEST OF THE CENTER OF THE NORTHEAST END OF AN
 LR0312'18-INCH CORRUGATED METAL PIPE CULVERT UNDER AN ABANDONED PAVED ROAD
 LR0312'(FORMER U. S. HIGHWAY 40), 165.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 LR0312'71.6 FEET SOUTHEAST OF BATTLE MOUNTAIN NORTHWEST BASE R.M. 2, 68.4
 LR0312'FEET SOUTHWEST OF BATTLE MOUNTAIN NW BASE R.M. 1, 63 FEET NORTHEAST OF
 LR0312'THE CENTER LINE OF THE ABANDONED ROAD, 33.3 FEET NORTHEAST OF A FENCE,
 LR0312'1.9 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 LR0312'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 LR0312'THE GROUND.
 LR0312
 LR0312                          STATION RECOVERY (1958)
 LR0312
 LR0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0312'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 LR0312'DESCRIBED AND IN GOOD CONDITION.  HEIGHT OF STAND 4.09 METERS.
 LR0312
 LR0312                          STATION RECOVERY (1968)
 LR0312
 LR0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LR0312'RECOVERED IN GOOD CONDITION.
 LR0312
 LR0312                          STATION RECOVERY (1984)
 LR0312
 LR0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0312'RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE EXCEPT
 LR0312'ADD ALSO--17.75 KM (11.1 MI) NORTHWEST OF THE STATION AT BATTLE
 LR0312'MOUNTAIN.
 LR0312'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 LR0312'THE MARK IS 0.6 M ABOVE THE TRACKS.
 LR0312
 LR0312                          STATION RECOVERY (1994)
 LR0312
 LR0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 LR0312'STATION IS LOCATED ABOUT 16 KM (9.95 MI) NORTHWEST OF BATTLE MOUNTAIN,
 LR0312'7 KM (4.35 MI) SOUTHEAST OF VALMY, 5 KM (3.10 MI) WEST OF THE
 LR0312'LANDER-HUMBOLDT COUNTY LINE, 3.3 KM (2.05 MI) NORTHWEST OF MOTE, ALONG
 LR0312'ABANDONED HIGHWAY 40, BETWEEN THE ROAD AND THE RAILROAD TRACKS, AT
 LR0312'RAILROAD MILE 464.8, ON TOP OF A RISE, IN LOW BRUSH, IN WEST CENTRAL
 LR0312'SECTION 7, T 33 N, R 44 E.  OWNERSHIP--SOUTHERN PACIFIC RAILROAD. TO
 LR0312'REACH FROM THE UNDERPASS AT THE MOTE EXIT OF INTERSTATE HIGHWAY 80
 LR0312'(EXIT 222), GO NORTHEAST ON PAVED ROAD FOR 0.11 KM (0.05 MI) TO A
 LR0312'CROSSROAD AT END OF PAVEMENT.  TURN LEFT, NORTHWEST, ON PAVED AND
 LR0312'GRAVEL ROAD FOR 3.29 KM (2.05 MI) TO A TRACK ROAD RIGHT ON TOP OF RISE
 LR0312'AND THE STATION ON THE RIGHT. STATION MARK IS A DISK SET IN THE TOP OF
 LR0312'A 30 CM SQUARE CONCRETE POST PROJECTING 20 CM ABOVE GROUND.  IT IS
 LR0312'19.3 M (63.3 FT) NORTHEAST OF, AND LEVEL WITH THE ROAD CENTER, 4.5 M
 LR0312'(14.8 FT) SOUTHEAST OF THE TRACK ROAD CENTER, 0.6 M (2.0 FT) SOUTHWEST
 LR0312'OF A FIBERGLASS WITNESS POST, AND 0.7 M (2.3 FT) NORTHWEST OF A WOOD
 LR0312'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0310 ***********************************************************************
 LR0310  DESIGNATION -  BATTLE MTN NW BASE RM 1
 LR0310  PID         -  LR0310
 LR0310  STATE/COUNTY-  NV/HUMBOLDT
 LR0310  USGS QUAD   -  ELLISON (1981)
 LR0310
 LR0310                         *CURRENT SURVEY CONTROL
 LR0310  ___________________________________________________________________
 LR0310* NAD 83(1986)-  40 45 24.     (N)    117 04 49.     (W)     SCALED    
 LR0310* NAVD 88     -      1380.055  (meters)    4527.73   (feet)  ADJUSTED  
 LR0310  ___________________________________________________________________
 LR0310  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 LR0310  DYNAMIC HT  -        1378.975 (meters)    4524.19  (feet)  COMP
 LR0310  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 LR0310
 LR0310  VERT ORDER  -  FIRST     CLASS II
 LR0310
 LR0310.The horizontal coordinates were scaled from a topographic map and have
 LR0310.an estimated accuracy of +/- 6 seconds.
 LR0310
 LR0310.The orthometric height was determined by differential leveling
 LR0310.and adjusted by the National Geodetic Survey in June 1991..
 LR0310
 LR0310.The geoid height was determined by GEOID03.
 LR0310
 LR0310.The dynamic height is computed by dividing the NAVD 88
 LR0310.geopotential number by the normal gravity value computed on the
 LR0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0310.degrees latitude (g = 980.6199 gals.).
 LR0310
 LR0310.The modeled gravity was interpolated from observed gravity values.
 LR0310
 LR0310;                    North         East    Units  Estimated Accuracy
 LR0310;SPC NV W     - 4,667,710.      926,910.      MT  (+/- 180 meters Scaled)
 LR0310
 LR0310                          SUPERSEDED SURVEY CONTROL
 LR0310
 LR0310  NGVD 29 (??/??/92) 1379.019  (m)         4524.33   (f) ADJ UNCH    1 2
 LR0310
 LR0310.Superseded values are not recommended for survey control.
 LR0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0310.See file dsdata.txt to determine how the superseded data were derived.
 LR0310
 LR0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF932117(NAD 83)
 LR0310_MARKER: DR = REFERENCE MARK DISK
 LR0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0310_STAMPING: NW BASE NO 1 1934
 LR0310_MARK LOGO: CGS   
 LR0310_PROJECTION: PROJECTING 20 CENTIMETERS
 LR0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0310+STABILITY: SURFACE MOTION
 LR0310
 LR0310  HISTORY     - Date     Condition        Report By
 LR0310  HISTORY     - 1934     MONUMENTED       CGS
 LR0310  HISTORY     - 1953     GOOD             NGS
 LR0310  HISTORY     - 1984     GOOD             NGS
 LR0310
 LR0310                          STATION DESCRIPTION
 LR0310
 LR0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0310'3.5 MI SE FROM VALMY.
 LR0310'3.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0310'THE WATER TANK AT VALMY, 0.15 MILE (4-1/4 POLES) NORTHWEST OF MILEPOLE
 LR0310'465, 131 FEET NORTHEAST OF THE CENTER LINE OF AN ABANDONED PAVED ROAD
 LR0310'(FORMER U. S. HIGHWAY 40), 102.6 FEET EAST OF BATTLE MOUNTAIN NW BASE
 LR0310'R.M. 2, 97.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 68.4 FEET NORTHEAST
 LR0310'OF TRIANGULATION STATION BATTLE MOUNTAIN NW BASE, 2.0 FEET NORTHWEST
 LR0310'OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE TRACK, AND SET IN THE
 LR0310'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LR0310
 LR0310                          STATION RECOVERY (1984)
 LR0310
 LR0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0310'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0310'THE 1953 DESCRIPTION IS ADEQUATE EXCEPT ADD ALSO--17.75 KM (11.1 MI)
 LR0310'NORTHWEST OF THE STATION AT BATTLE MOUNTAIN.
 LR0310'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 LR0310'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0311 ***********************************************************************
 LR0311  DESIGNATION -  BATTLE MTN NW BASE RM 2
 LR0311  PID         -  LR0311
 LR0311  STATE/COUNTY-  NV/HUMBOLDT
 LR0311  USGS QUAD   -  ELLISON (1981)
 LR0311
 LR0311                         *CURRENT SURVEY CONTROL
 LR0311  ___________________________________________________________________
 LR0311* NAD 83(1986)-  40 45 24.     (N)    117 04 49.     (W)     SCALED    
 LR0311* NAVD 88     -      1380.371  (meters)    4528.77   (feet)  ADJUSTED  
 LR0311  ___________________________________________________________________
 LR0311  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 LR0311  DYNAMIC HT  -        1379.291 (meters)    4525.22  (feet)  COMP
 LR0311  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 LR0311
 LR0311  VERT ORDER  -  FIRST     CLASS II
 LR0311
 LR0311.The horizontal coordinates were scaled from a topographic map and have
 LR0311.an estimated accuracy of +/- 6 seconds.
 LR0311
 LR0311.The orthometric height was determined by differential leveling
 LR0311.and adjusted by the National Geodetic Survey in June 1991..
 LR0311
 LR0311.The geoid height was determined by GEOID03.
 LR0311
 LR0311.The dynamic height is computed by dividing the NAVD 88
 LR0311.geopotential number by the normal gravity value computed on the
 LR0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0311.degrees latitude (g = 980.6199 gals.).
 LR0311
 LR0311.The modeled gravity was interpolated from observed gravity values.
 LR0311
 LR0311;                    North         East    Units  Estimated Accuracy
 LR0311;SPC NV W     - 4,667,710.      926,910.      MT  (+/- 180 meters Scaled)
 LR0311
 LR0311                          SUPERSEDED SURVEY CONTROL
 LR0311
 LR0311  NGVD 29 (??/??/92) 1379.335  (m)         4525.37   (f) ADJ UNCH    1 2
 LR0311
 LR0311.Superseded values are not recommended for survey control.
 LR0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0311.See file dsdata.txt to determine how the superseded data were derived.
 LR0311
 LR0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF932117(NAD 83)
 LR0311_MARKER: DR = REFERENCE MARK DISK
 LR0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0311_STAMPING: NW BASE NO 2 1934
 LR0311_MARK LOGO: CGS   
 LR0311_PROJECTION: PROJECTING 20 CENTIMETERS
 LR0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0311+STABILITY: SURFACE MOTION
 LR0311
 LR0311  HISTORY     - Date     Condition        Report By
 LR0311  HISTORY     - 1934     MONUMENTED       CGS
 LR0311  HISTORY     - 1953     GOOD             NGS
 LR0311  HISTORY     - 1984     GOOD             NGS
 LR0311
 LR0311                          STATION DESCRIPTION
 LR0311
 LR0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0311'3.5 MI SE FROM VALMY.
 LR0311'3.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0311'THE WATER TANK AT VALMY, 0.15 MILE (4-1/2 POLES) NORTHWEST OF MILEPOLE
 LR0311'465, 166.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 102.6 FEET WEST OF
 LR0311'BATTLE MOUNTAIN NW BASE R.M. 1, 71.6 FEET NORTHWEST OF BATTLE MOUNTAIN
 LR0311'NW BASE, 61 FEET NORTHEAST OF THE CENTER LINE OF AN ABANDONED PAVED
 LR0311'ROAD (FORMER U. S. HIGHWAY 40), 30.7 FEET NORTHEAST OF A FENCE, 2.0
 LR0311'FEET SOUTHEAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE TRACK,
 LR0311'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 LR0311'GROUND.
 LR0311
 LR0311                          STATION RECOVERY (1984)
 LR0311
 LR0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0311'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0311'THE 1953 DESCRIPTION IS ADEQUATE EXCEPT ADD ALSO--17.75 KM (11.1 MI)
 LR0311'NORTHWEST OF THE STATION AT BATTLE MOUNTAIN.
 LR0311'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 LR0311'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0265 ***********************************************************************
 LR0265  DESIGNATION -  BATTLE MTN SE BASE
 LR0265  PID         -  LR0265
 LR0265  STATE/COUNTY-  NV/LANDER
 LR0265  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0265
 LR0265                         *CURRENT SURVEY CONTROL
 LR0265  ___________________________________________________________________
 LR0265* NAD 83(1994)-  40 40 56.98011(N)    116 59 09.99901(W)     ADJUSTED  
 LR0265* NAVD 88     -      1372.252  (meters)    4502.13   (feet)  ADJUSTED  
 LR0265  ___________________________________________________________________
 LR0265  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 LR0265  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 LR0265  DYNAMIC HT  -        1371.159 (meters)    4498.54  (feet)  COMP
 LR0265  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 LR0265
 LR0265  HORZ ORDER  -  FIRST
 LR0265  VERT ORDER  -  FIRST     CLASS II
 LR0265
 LR0265.The horizontal coordinates were established by classical geodetic methods
 LR0265.and adjusted by the National Geodetic Survey in June 1998..
 LR0265
 LR0265.The orthometric height was determined by differential leveling
 LR0265.and adjusted by the National Geodetic Survey in June 1991..
 LR0265
 LR0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0265
 LR0265.The geoid height was determined by GEOID03.
 LR0265
 LR0265.The dynamic height is computed by dividing the NAVD 88
 LR0265.geopotential number by the normal gravity value computed on the
 LR0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0265.degrees latitude (g = 980.6199 gals.).
 LR0265
 LR0265.The modeled gravity was interpolated from observed gravity values.
 LR0265
 LR0265;                    North         East     Units Scale Factor Converg.
 LR0265;SPC NV C     - 6,658,438.929   472,997.627   MT  0.99990897   -0 12 29.7
 LR0265;SPC NV C     -21,845,228.39  1,551,826.38   sFT  0.99990897   -0 12 29.7
 LR0265;SPC NV W     - 4,659,616.772   935,014.562   MT  1.00012431   +1 02 28.8
 LR0265;SPC NV W     -15,287,426.03  3,067,626.94   sFT  1.00012431   +1 02 28.8
 LR0265;UTM  11      - 4,503,512.003   501,173.687   MT  0.99960002   +0 00 32.6
 LR0265
 LR0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0265!SPC NV C     -   0.99978798  x   0.99990897  =   0.99969697
 LR0265!SPC NV W     -   0.99978798  x   1.00012431  =   0.99991227
 LR0265!UTM  11      -   0.99978798  x   0.99960002  =   0.99938809
 LR0265
 LR0265|---------------------------------------------------------------------|
 LR0265| PID    Reference Object                     Distance      Geod. Az  |
 LR0265|                                                           dddmmss.s |
 LR0265| LR0264 BATTLE MTN SE BASE RM 2              18.805 METERS 04128     |
 LR0265| LR0931 BATTLE MOUNTAIN MUNICIPAL TANK      APPROX. 6.1 KM 1373546.7 |
 LR0265| LR0932 AIR BEACON BATTLE MTN AIRPORT       APPROX. 6.0 KM 1413833.3 |
 LR0265| LR0263 BATTLE MTN SE BASE RM 1              19.200 METERS 31601     |
 LR0265|---------------------------------------------------------------------|
 LR0265
 LR0265                          SUPERSEDED SURVEY CONTROL
 LR0265
 LR0265  NAD 83(1986)-  40 40 56.98515(N)    116 59 09.99441(W) AD(       ) 1
 LR0265  NAD 27      -  40 40 57.30900(N)    116 59 06.62300(W) AD(       ) 1
 LR0265  NGVD 29 (07/19/86) 1371.21   (m)         4498.7    (f) LEVELING    3  
 LR0265
 LR0265.Superseded values are not recommended for survey control.
 LR0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0265.See file dsdata.txt to determine how the superseded data were derived.
 LR0265
 LR0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF0117403512(NAD 83)
 LR0265_MARKER: DS = TRIANGULATION STATION DISK
 LR0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0265_STAMPING: SOUTH EAST BASE 1934
 LR0265_MARK LOGO: CGS   
 LR0265_PROJECTION: PROJECTING 15 CENTIMETERS
 LR0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0265+STABILITY: SURFACE MOTION
 LR0265
 LR0265  HISTORY     - Date     Condition        Report By
 LR0265  HISTORY     - 1934     MONUMENTED       CGS
 LR0265  HISTORY     - 1935     GOOD             CGS
 LR0265  HISTORY     - 1953     GOOD             CGS
 LR0265  HISTORY     - 1953     GOOD             NGS
 LR0265  HISTORY     - 1958     GOOD             CGS
 LR0265  HISTORY     - 1984     GOOD             NGS
 LR0265
 LR0265                          STATION DESCRIPTION
 LR0265
 LR0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 LR0265'STATION IS 3.6 MILES NORTHWEST OF BATTLE MOUNTAIN ALONG U.S.
 LR0265'HIGHWAY 40, JUST OPPOSITE RAILROAD MILEPOST NO. 472, 19 FEET
 LR0265'NORTHEAST OF THE RAILROAD RIGHT-OF-WAY FENCE AND 54 FEET NORTHEAST
 LR0265'OF THE CENTER OF U.S. HIGHWAY 40.
 LR0265'
 LR0265'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LR0265'DISKS SET IN CONCRETE .
 LR0265'
 LR0265'RAILROAD BLOCK SIGNAL NO. 4717 IS NORTHWEST 0.3 MILE.  A GOOD
 LR0265'AZIMUTH MARK.  WATER TANK (BALL OF TOP) IN BATTLE MOUNTAIN IS
 LR0265'A GOOD CONDITIONED AZIMUTH MARK.
 LR0265'
 LR0265'A 20-FOOT TOWER WAS USED AS THIS STATION.
 LR0265
 LR0265                          STATION RECOVERY (1935)
 LR0265
 LR0265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HEB)
 LR0265'SOUTHEAST BASE 1934.  A ONE-FOOT SQUARE CONCRETE POST, PROJECTING
 LR0265'FIVE INCHES.  MARK IS LOCATED 179.82 FEET SOUTHWEST OF THE SOUTHWEST
 LR0265'RAIL, 53.4 FEET NORTHEAST OF CENTERLINE OF U.S. HIGHWAY 40 AND
 LR0265'18.6 FEET NORTHEAST OF SOUTHEAST-NORTHWEST FENCE LINE.
 LR0265'
 LR0265'SOUTHEAST BASE NO. 1 1934.  AN 0.8-FOOT SQUARE CONCRETE POST,
 LR0265'PROJECTING 0.5 FOOT.  THE MARK IS 84.62 FEET WEST OF REFERENCE
 LR0265'MARK NO. 2, 53.5 FEET, NORTHEAST OF CENTER LINE OF U.S. HIGHWAY
 LR0265'40.  AND 18.9 FEET NORTHEAST OF NORTHWEST-SOUTHEAST FENCE LINE.
 LR0265'
 LR0265'SOUTHEAST BASE NO. 2 1934.  AN 0.8-FOOT SQUARE CONCRETE POST,
 LR0265'PROJECTING 0.6 FOOT.  MARK IS LOCATED 118.22 FEET SOUTHWEST OF
 LR0265'SOUTHWEST RAIL, 115.1 FEET NORTHEAST OF CENTER LINE OF U.S. HIGHWAY
 LR0265'40, AND 80.3 FEET NORTHEAST OF NORTHWEST-SOUTHEAST FENCE LINE.
 LR0265'
 LR0265'SEMAPHORE NO. 4717, AZIMUTH.  AUTOMATIC SEMAPHORE NO. 4717 LOCATED
 LR0265'ABOUT 0.31 MILE NORTHWEST OF BATTLE MOUNTAIN SOUTHEAST BASE,
 LR0265'IS ON THE NORTHEAST SIDE OF THE RAILROAD TRACK, 26.8 FEET HIGH,
 LR0265'AND 12.65 FEET NORTHEAST OF SOUTHWEST RAIL OF SOUTHERN PACIFIC
 LR0265'RAILROAD.
 LR0265'
 LR0265'ALL MARKS FOUND IN GOOD CONDITION, MARKS NOT STAMPED BATTLE
 LR0265'MOUNTAIN.
 LR0265
 LR0265                          STATION RECOVERY (1953)
 LR0265
 LR0265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFW)
 LR0265'THE STATION AND REFERENCE MARKS WERE RECOVERED IN0000D CONDITION.
 LR0265'A NEW DESCRIPTION FOLLOWS--
 LR0265'
 LR0265'THE STATION IS LOCATED 3.8 MILES NORTHWEST ALONG THE SOUTHERN
 LR0265'PACIFIC COMPANY RAILROAD FROM THE STATION AT BATTLE MOUNTAIN, ON
 LR0265'THE RAILROAD RIGHT-OF-WAY BETWEEN THE TRACK AND AN ABANDONED
 LR0265'PAVED ROAD (FORMER U.S. HIGHWAY 40), AND 235 FEET SOUTHWEST OF
 LR0265'AND ACROSS THE TRACK FROM MILEPOLE 472.
 LR0265'
 LR0265'THE STATION MARK IS A STANDARD STATION-MARK DISK, STAMPED SOUTH
 LR0265'EAST BASE 1934, 179.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 155
 LR0265'FEET WEST OF A TELEGRAPH POLE WITH A 10-FOOT WHITE PAINTED SECTION,
 LR0265'54 FEET NORTHEAST OF THE CENTER LINE OF THE ABANDONED ROAD, 18.6
 LR0265'FEET NORTHEAST OF A FENCE, 2.0 FEET NORTHWEST OF A WITNESS POST,
 LR0265'ABOUT 2-1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 LR0265'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 LR0265'
 LR0265'R.M. 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED SOUTH EAST
 LR0265'BASE NO 1 1934, 243-1/2 FEET SOUTHWEST OF AND ACROSS THE TRACK
 LR0265'FROM MILEPOLE 472, 179.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 LR0265'54-1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ABANDONED ROAD,
 LR0265'18.9 FEET NORTHEAST OF THE FENCE, 1.4 FEET SOUTHEAST OF A WITNESS
 LR0265'POST, ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF A
 LR0265'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  ALSO 62.9
 LR0265'FEET NORTHWEST OF THE STATION.
 LR0265'
 LR0265'R.M. 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED SOUTH EAST
 LR0265'BASE NO 2 1934, 173-1/2 FEET SOUTHWEST OF AND ACROSS THE TRACK
 LR0265'FROM MILEPOLE 472, 118.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 LR0265'115-1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ABANDONED ROAD,
 LR0265'61.6 FEET NORTHEAST OF THE STATION, ABOUT LEVEL WITH THE STATION,
 LR0265'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 LR0265'THE GROUND.
 LR0265'
 LR0265'TO REACH FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT
 LR0265'BATTLE MOUNTAIN, GO 0.9 MILE NORTHWEST ALONG U.S. HIGHWAY 40 TO
 LR0265'THE Y JUNCTION OF AN ABANDONED PAVED ROAD (FORMER U.S. HIGHWAY 40).
 LR0265'TURN RIGHT AND GO 2.9 MILES NORTHWEST ALONG THE ABANDONED ROAD
 LR0265'TO MILEPOLE 472 AND THE STATION.
 LR0265
 LR0265                          STATION RECOVERY (1953)
 LR0265
 LR0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 LR0265'3.8 MI NW FROM BATTLE MOUNTAIN.
 LR0265'3.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0265'THE STATION AT BATTLE MOUNTAIN, 235 FEET SOUTHWEST OF AND ACORSS THE
 LR0265'TRACK FROM MILEPOLE 472, 179.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 LR0265'155 FEET WEST OF A TELEGRAPH POLE WITH A 10-FOOT WHITE PAINTED
 LR0265'SECTION, 62.9 FEET SOUTHEAST OF BATTLE MOUNTAIN SE BASE R.M. 1, 61.6
 LR0265'FEET SOUTHWEST OF BATTLE MOUNTAIN SE BASE R.M. 2, 54 FEET NORTHEAST OF
 LR0265'THE CENTER LINE OF AN ABANDONED PAVED ROAD (FORMER U. S. HIGHWAY 40),
 LR0265'18.6 FEET NORTHEAST OF A FENCE, 2.0 FEET NORTHWEST OF A WITNESS POST,
 LR0265'ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 LR0265'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 LR0265
 LR0265                          STATION RECOVERY (1958)
 LR0265
 LR0265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0265'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 LR0265'DESCRIBED AND IN GOOD CONDITION.  HEIGHT OF STAND - 1.43 METERS.
 LR0265
 LR0265                          STATION RECOVERY (1984)
 LR0265
 LR0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0265'RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE.
 LR0265'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 LR0265'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0263 ***********************************************************************
 LR0263  DESIGNATION -  BATTLE MTN SE BASE RM 1
 LR0263  PID         -  LR0263
 LR0263  STATE/COUNTY-  NV/LANDER
 LR0263  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0263
 LR0263                         *CURRENT SURVEY CONTROL
 LR0263  ___________________________________________________________________
 LR0263* NAD 83(1986)-  40 40 57.     (N)    116 59 10.     (W)     SCALED    
 LR0263* NAVD 88     -      1372.165  (meters)    4501.84   (feet)  ADJUSTED  
 LR0263  ___________________________________________________________________
 LR0263  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 LR0263  DYNAMIC HT  -        1371.072 (meters)    4498.26  (feet)  COMP
 LR0263  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 LR0263
 LR0263  VERT ORDER  -  FIRST     CLASS II
 LR0263
 LR0263.The horizontal coordinates were scaled from a topographic map and have
 LR0263.an estimated accuracy of +/- 6 seconds.
 LR0263
 LR0263.The orthometric height was determined by differential leveling
 LR0263.and adjusted by the National Geodetic Survey in June 1991..
 LR0263
 LR0263.The geoid height was determined by GEOID03.
 LR0263
 LR0263.The dynamic height is computed by dividing the NAVD 88
 LR0263.geopotential number by the normal gravity value computed on the
 LR0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0263.degrees latitude (g = 980.6199 gals.).
 LR0263
 LR0263.The modeled gravity was interpolated from observed gravity values.
 LR0263
 LR0263;                    North         East    Units  Estimated Accuracy
 LR0263;SPC NV C     - 6,658,440.      473,000.      MT  (+/- 180 meters Scaled)
 LR0263
 LR0263                          SUPERSEDED SURVEY CONTROL
 LR0263
 LR0263  NGVD 29 (??/??/92) 1371.13   (m)         4498.4    (f) COMPUTED    1 2
 LR0263
 LR0263.Superseded values are not recommended for survey control.
 LR0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0263.See file dsdata.txt to determine how the superseded data were derived.
 LR0263
 LR0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF011035(NAD 83)
 LR0263_MARKER: DR = REFERENCE MARK DISK
 LR0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0263_STAMPING: SOUTH EAST BASE NO 1 1934
 LR0263_MARK LOGO: CGS   
 LR0263_PROJECTION: PROJECTING 20 CENTIMETERS
 LR0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0263+STABILITY: SURFACE MOTION
 LR0263
 LR0263  HISTORY     - Date     Condition        Report By
 LR0263  HISTORY     - 1934     MONUMENTED       CGS
 LR0263  HISTORY     - 1953     GOOD             NGS
 LR0263  HISTORY     - 1984     GOOD             NGS
 LR0263
 LR0263                          STATION DESCRIPTION
 LR0263
 LR0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0263'3.8 MI NW FROM BATTLE MOUNTAIN.
 LR0263'3.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0263'THE STATION AT BATTLE MOUNTAIN, 243 1/2 FEET SOUTHWEST OF AND ACROSS
 LR0263'THE TRACK FROM MILEPOLE 472, 195 1/2 FEET WEST OF A TELEGRAPH POLE
 LR0263'WITH A 10-FOOT WHITE PAINTED SECTION, 179.6 FEET SOUTHWEST OF THE
 LR0263'SOUTHWEST RAIL, 84.4 FEET WEST OF BATTLE MOUNTAIN SE BASE R.M. 2, 62.9
 LR0263'FEET NORTHWEST OF TRIANGULATION STATION BATTLE MOUNTAIN SE BASE, 18.9
 LR0263'FEET NORTHEAST OF A FENCE, 1.4 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 LR0263'2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 LR0263'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LR0263
 LR0263                          STATION RECOVERY (1984)
 LR0263
 LR0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0263'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0263'THE 1953 DESCRIPTION IS ADEQUATE.
 LR0263'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 LR0263'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0264 ***********************************************************************
 LR0264  DESIGNATION -  BATTLE MTN SE BASE RM 2
 LR0264  PID         -  LR0264
 LR0264  STATE/COUNTY-  NV/LANDER
 LR0264  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0264
 LR0264                         *CURRENT SURVEY CONTROL
 LR0264  ___________________________________________________________________
 LR0264* NAD 83(1986)-  40 40 57.     (N)    116 59 10.     (W)     SCALED    
 LR0264* NAVD 88     -      1372.109  (meters)    4501.66   (feet)  ADJUSTED  
 LR0264  ___________________________________________________________________
 LR0264  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 LR0264  DYNAMIC HT  -        1371.015 (meters)    4498.07  (feet)  COMP
 LR0264  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 LR0264
 LR0264  VERT ORDER  -  FIRST     CLASS II
 LR0264
 LR0264.The horizontal coordinates were scaled from a topographic map and have
 LR0264.an estimated accuracy of +/- 6 seconds.
 LR0264
 LR0264.The orthometric height was determined by differential leveling
 LR0264.and adjusted by the National Geodetic Survey in June 1991..
 LR0264
 LR0264.The geoid height was determined by GEOID03.
 LR0264
 LR0264.The dynamic height is computed by dividing the NAVD 88
 LR0264.geopotential number by the normal gravity value computed on the
 LR0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0264.degrees latitude (g = 980.6199 gals.).
 LR0264
 LR0264.The modeled gravity was interpolated from observed gravity values.
 LR0264
 LR0264;                    North         East    Units  Estimated Accuracy
 LR0264;SPC NV C     - 6,658,440.      473,000.      MT  (+/- 180 meters Scaled)
 LR0264
 LR0264                          SUPERSEDED SURVEY CONTROL
 LR0264
 LR0264  NGVD 29 (??/??/92) 1371.08   (m)         4498.3    (f) COMPUTED    1 2
 LR0264
 LR0264.Superseded values are not recommended for survey control.
 LR0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0264.See file dsdata.txt to determine how the superseded data were derived.
 LR0264
 LR0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF011035(NAD 83)
 LR0264_MARKER: DR = REFERENCE MARK DISK
 LR0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0264_STAMPING: SOUTH EAST BASE NO 2 1934
 LR0264_MARK LOGO: CGS   
 LR0264_PROJECTION: PROJECTING 20 CENTIMETERS
 LR0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0264+STABILITY: SURFACE MOTION
 LR0264
 LR0264  HISTORY     - Date     Condition        Report By
 LR0264  HISTORY     - 1934     MONUMENTED       CGS
 LR0264  HISTORY     - 1953     GOOD             NGS
 LR0264  HISTORY     - 1984     GOOD             NGS
 LR0264
 LR0264                          STATION DESCRIPTION
 LR0264
 LR0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0264'3.8 MI NW FROM BATTLE MOUNTAIN.
 LR0264'3.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0264'THE STATION AT BATTLE MOUNTAIN, 173 1/2 FEET SOUTHWEST OF AND ACROSS
 LR0264'THE TRACK FROM MILEPOLE 472, 118.1 FEET SOUTHWEST OF THE SOUTHWEST
 LR0264'RAIL, 115 1/2 FEET NORTHEAST OF THE CENTER LINE OF AN ABANDONED PAVED
 LR0264'ROAD (FORMER U. S. HIGHWAY 40), 111 FEET WEST OF A TELEGRAPH POLE WITH
 LR0264'A 10-FOOT WHITE PAINTED SECTION, 84.4 FEET EAST OF BATTLE MOUNTAIN SE
 LR0264'BASE R.M.1, 61.6 FEET NORTHEAST OF TRIANGULATION STATION BATTLE
 LR0264'MOUNTAIN SE BASE, 1.8 FEET NORTHWEST OF A WITNESS POST, ABUT 2 1/2
 LR0264'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 LR0264'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 LR0264
 LR0264                          STATION RECOVERY (1984)
 LR0264
 LR0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0264'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0264'THE 1953 DESCRIPTION IS ADEQUATE.
 LR0264'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 LR0264'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0227 ***********************************************************************
 MU0227  DESIGNATION -  BB 19
 MU0227  PID         -  MU0227
 MU0227  STATE/COUNTY-  NV/HUMBOLDT
 MU0227  USGS QUAD   -  ANDORNO RANCH (1982)
 MU0227
 MU0227                         *CURRENT SURVEY CONTROL
 MU0227  ___________________________________________________________________
 MU0227* NAD 83(1986)-  41 23 18.     (N)    117 46 32.     (W)     SCALED    
 MU0227* NAVD 88     -      1438.705  (meters)    4720.15   (feet)  ADJUSTED  
 MU0227  ___________________________________________________________________
 MU0227  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 MU0227  DYNAMIC HT  -        1437.657 (meters)    4716.71  (feet)  COMP
 MU0227  MODELED GRAV-     979,845.1   (mgal)                       NAVD 88
 MU0227
 MU0227  VERT ORDER  -  FIRST     CLASS II
 MU0227
 MU0227.The horizontal coordinates were scaled from a topographic map and have
 MU0227.an estimated accuracy of +/- 6 seconds.
 MU0227
 MU0227.The orthometric height was determined by differential leveling
 MU0227.and adjusted by the National Geodetic Survey in June 1991..
 MU0227
 MU0227.The geoid height was determined by GEOID03.
 MU0227
 MU0227.The dynamic height is computed by dividing the NAVD 88
 MU0227.geopotential number by the normal gravity value computed on the
 MU0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0227.degrees latitude (g = 980.6199 gals.).
 MU0227
 MU0227.The modeled gravity was interpolated from observed gravity values.
 MU0227
 MU0227;                    North         East    Units  Estimated Accuracy
 MU0227;SPC NV W     - 4,737,080.      867,560.      MT  (+/- 180 meters Scaled)
 MU0227
 MU0227                          SUPERSEDED SURVEY CONTROL
 MU0227
 MU0227  NGVD 29 (??/??/92) 1437.605  (m)         4716.54   (f) ADJ UNCH    1 2
 MU0227
 MU0227.Superseded values are not recommended for survey control.
 MU0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0227.See file dsdata.txt to determine how the superseded data were derived.
 MU0227
 MU0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF351821(NAD 83)
 MU0227_MARKER: DB = BENCH MARK DISK
 MU0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0227_STAMPING: BB 19 1931
 MU0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0227+STABILITY: SURFACE MOTION
 MU0227
 MU0227  HISTORY     - Date     Condition        Report By
 MU0227  HISTORY     - 1931     MONUMENTED       CGS
 MU0227  HISTORY     - 1934     GOOD             NGS
 MU0227
 MU0227                          STATION DESCRIPTION
 MU0227
 MU0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MU0227'30.3 MI N FROM WINNEMUCCA.
 MU0227'ABOUT 30.3 MILES NORTH ALONG THE HIGHWAY FROM WINNEMUCCA, HUMBOLDT
 MU0227'COUNTY, 0.3 MILE SOUTH OF THE JUNCTION OF THE DENIO AND MCDERMITT
 MU0227'HIGHWAYS AND 33 FEET WEST OF THE CENTER OF THE HIGHWAY.  STANDARD DISK
 MU0227'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0228 ***********************************************************************
 MU0228  DESIGNATION -  BB 19 RESET
 MU0228  PID         -  MU0228
 MU0228  STATE/COUNTY-  NV/HUMBOLDT
 MU0228  USGS QUAD   -  ANDORNO RANCH (1982)
 MU0228
 MU0228                         *CURRENT SURVEY CONTROL
 MU0228  ___________________________________________________________________
 MU0228* NAD 83(1986)-  41 23 19.     (N)    117 46 33.     (W)     SCALED    
 MU0228* NAVD 88     -      1437.819  (meters)    4717.24   (feet)  ADJUSTED  
 MU0228  ___________________________________________________________________
 MU0228  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 MU0228  DYNAMIC HT  -        1436.772 (meters)    4713.81  (feet)  COMP
 MU0228  MODELED GRAV-     979,845.4   (mgal)                       NAVD 88
 MU0228
 MU0228  VERT ORDER  -  FIRST     CLASS II
 MU0228
 MU0228.The horizontal coordinates were scaled from a topographic map and have
 MU0228.an estimated accuracy of +/- 6 seconds.
 MU0228
 MU0228.The orthometric height was determined by differential leveling
 MU0228.and adjusted by the National Geodetic Survey in June 1991..
 MU0228
 MU0228.The geoid height was determined by GEOID03.
 MU0228
 MU0228.The dynamic height is computed by dividing the NAVD 88
 MU0228.geopotential number by the normal gravity value computed on the
 MU0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0228.degrees latitude (g = 980.6199 gals.).
 MU0228
 MU0228.The modeled gravity was interpolated from observed gravity values.
 MU0228
 MU0228;                    North         East    Units  Estimated Accuracy
 MU0228;SPC NV W     - 4,737,110.      867,530.      MT  (+/- 180 meters Scaled)
 MU0228
 MU0228                          SUPERSEDED SURVEY CONTROL
 MU0228
 MU0228  NGVD 29 (??/??/??) 1436.72   (m)         4713.6    (f) RESET       3  
 MU0228
 MU0228.Superseded values are not recommended for survey control.
 MU0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0228.See file dsdata.txt to determine how the superseded data were derived.
 MU0228
 MU0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF351821(NAD 83)
 MU0228_MARKER: DB = BENCH MARK DISK
 MU0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0228_STAMPING: BB 19 RESET 1956
 MU0228_MARK LOGO: CGS   
 MU0228_PROJECTION: FLUSH
 MU0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0228+STABILITY: SURFACE MOTION
 MU0228
 MU0228  HISTORY     - Date     Condition        Report By
 MU0228  HISTORY     - 1956     MONUMENTED       NVDH
 MU0228  HISTORY     - 1984     GOOD             NGS
 MU0228
 MU0228                          STATION DESCRIPTION
 MU0228
 MU0228'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1956
 MU0228'30.3 MI N FROM WINNEMUCCA.
 MU0228'30.3 MILES NORTH ALONG THE HIGHWAY FROM WINNEMUCCA, HUMBOLDT COUNTY,
 MU0228'0.3 MILE SOUTH OF THE JUNCTION OF THE DENIO AND MCDERMITT HIGHWAYS AND
 MU0228'33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  45.6 FEET SOUTHWEST OF
 MU0228'THE LOCATION OF BB 19 1931.  A STANDARD DISK, STAMPED BB 19 RESET 1956
 MU0228'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 INCH.
 MU0228
 MU0228                          STATION RECOVERY (1984)
 MU0228
 MU0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0228'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  49.96 KM
 MU0228'(31.05 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0228'WINNEMUCCA, 0.97 KM (0.60 MI) SOUTHEAST OF THE T JUNCTION OF STATE
 MU0228'HIGHWAY 140, 0.23 KM (0.14 MI) SOUTHEAST OF MILEPOST 31, 24.4 METERS
 MU0228'(80 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 47.2 METERS (155 FT)
 MU0228'NORTH OF TELEPHONE POLE 682 AND 36.6 METERS (120 FT) NORTHEAST OF THE
 MU0228'RIGHT OF WAY FENCE.
 MU0228'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MU0228'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1537 ***********************************************************************
 KR1537  DESIGNATION -  BEACON
 KR1537  PID         -  KR1537
 KR1537  STATE/COUNTY-  NV/CHURCHILL
 KR1537  USGS QUAD   -  CARSON SINK SW (1986)
 KR1537
 KR1537                         *CURRENT SURVEY CONTROL
 KR1537  ___________________________________________________________________
 KR1537* NAD 83(1994)-  39 51 00.43189(N)    118 41 04.83088(W)     ADJUSTED  
 KR1537* NAVD 88     -      1196.7    (meters)    3926.     (feet)  VERT ANG  
 KR1537  ___________________________________________________________________
 KR1537  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 KR1537  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 KR1537
 KR1537  HORZ ORDER  -  FIRST
 KR1537
 KR1537.The horizontal coordinates were established by classical geodetic methods
 KR1537.and adjusted by the National Geodetic Survey in June 1998..
 KR1537
 KR1537.The orthometric height was determined by vertical angle observations.
 KR1537
 KR1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1537
 KR1537.The geoid height was determined by GEOID03.
 KR1537
 KR1537;                    North         East     Units Scale Factor Converg.
 KR1537;SPC NV W     - 4,565,977.354   791,327.999   MT  0.99990093   -0 03 53.8
 KR1537;SPC NV W     -14,980,210.70  2,596,215.28   sFT  0.99990093   -0 03 53.8
 KR1537;UTM  11      - 4,412,480.123   355,878.958   MT  0.99985571   -1 04 46.9
 KR1537
 KR1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1537!SPC NV W     -   0.99981602  x   0.99990093  =   0.99971697
 KR1537!UTM  11      -   0.99981602  x   0.99985571  =   0.99967176
 KR1537
 KR1537|---------------------------------------------------------------------|
 KR1537| PID    Reference Object                     Distance      Geod. Az  |
 KR1537|                                                           dddmmss.s |
 KR1537| KR1538 SAN FRAN SALT LAKE AWY BCN 253       55.081 METERS 03053     |
 KR1537| DA8709 BEACON RM 2                           8.609 METERS 14536     |
 KR1537| KR1545 PARRAN                              APPROX.14.4 KM 2182740.0 |
 KR1537| KR1547 AIRWAY BN 23 12 MI NE OF HAZEN      APPROX.24.4 KM 2420933.3 |
 KR1537| KR1556 SAN FRAN SALT LAKE AWY BCN 24       APPROX.15.3 KM 2543259.1 |
 KR1537| DA8708 BEACON RM 1                          10.685 METERS 25935     |
 KR1537| DA8707 BEACON AZ MK                                       3285055.9 |
 KR1537|---------------------------------------------------------------------|
 KR1537
 KR1537                          SUPERSEDED SURVEY CONTROL
 KR1537
 KR1537  NAD 83(1986)-  39 51 00.43810(N)    118 41 04.82585(W) AD(       ) 1
 KR1537  NAD 27      -  39 51 00.75200(N)    118 41 01.28200(W) AD(       ) 1
 KR1537  NGVD 29 (07/19/86) 1193.9    (m)         3917.     (f) VERT ANG       
 KR1537
 KR1537.Superseded values are not recommended for survey control.
 KR1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1537.See file dsdata.txt to determine how the superseded data were derived.
 KR1537
 KR1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE5587912480(NAD 83)
 KR1537_MARKER: DS = TRIANGULATION STATION DISK
 KR1537_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KR1537_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KR1537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1537
 KR1537  HISTORY     - Date     Condition        Report By
 KR1537  HISTORY     - 1935     MONUMENTED       CGS
 KR1537  HISTORY     - 1950     GOOD             USGS
 KR1537  HISTORY     - 1958     GOOD             CGS
 KR1537  HISTORY     - 1974     GOOD             NGS
 KR1537
 KR1537                          STATION DESCRIPTION
 KR1537
 KR1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 KR1537'STATION IS 9.5 MILES, AIRLINE, NE OF PARRAN RAILROAD STATION,
 KR1537'AT THE NW EDGE OF CARSON SINK, 1.4 MILES (AIRLINE, SE OF
 KR1537'FOOTHILLS OF HUMBOLDT RANGE, AND 7 MILES E OF THE SOUTHERN
 KR1537'PACIFIC RAILROAD ON THE SAGE-COVERED SAND HILLS, 55 METERS S
 KR1537'OF AIR BEACON 253.  TABLETS ALL STAMPED BEACON 253.  ALL
 KR1537'MARKS IN CAST IRON PIPES.
 KR1537'
 KR1537'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 KR1537'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KR1537'CONCRETE IN THE TOP OF A TILE.
 KR1537'
 KR1537'REACHED FROM FALLON AS FOLLOWS--GO N FROM POST OFFICE 2.1
 KR1537'MILES, TURN RIGHT ON GRADED ROAD GO 0.8 MILE.  KEEP LEFT FORK
 KR1537'ALONG DITCH AND GO 0.1 MILE.  KEEP LEFT FORK AT SIGN LOVELOCK
 KR1537'ROAD GO 1.2 MILES, KEEP LEFT FORK GO N 0.9 MILE, KEEP LEFT
 KR1537'FORK, MAIN-TRAVELED ROAD, GO 1.0 MILE.  KEEP LEFT FORK ACROSS
 KR1537'ALKALI SINK, GO 1.6 MILES, RAG ON BUSH AT THIS FORK.  TAKE
 KR1537'LEFT FORK GO 0.2 MILE TO SEVERAL STAKES, CONTINUE N ON
 KR1537'MAIN-TRAVELED ROAD TO PARRAN RAILROAD STATION.  GO N ALONG E SIDE
 KR1537'OF TRACKS FOR 1.4 MILES, CROSS TRACKS, CONTINUE N ON W SIDE
 KR1537'TRACKS FOR 2.1 MILES.  CROSS TRACKS AND CONTINUE
 KR1537'STRAIGHT AHEAD E ON S SIDE OF HUMBOLDT RANGE 4.9 MILES.
 KR1537'TURN RIGHT, GO S 0.6 MILE TO BEACON.
 KR1537
 KR1537                          STATION RECOVERY (1950)
 KR1537
 KR1537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KR1537'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39118-4, STATION 1027.
 KR1537'
 KR1537'STATION MARK--A STANDARD BRONZE DISK STAMPED---BEACON 253 1935---,
 KR1537'SET IN THE TOP OF A 6 INCH SOIL PIPE WHICH PROJECTS 10 INCHES ABOVE
 KR1537'GROUND LEVEL.
 KR1537
 KR1537                          STATION RECOVERY (1958)
 KR1537
 KR1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KR1537'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 KR1537'FOUND TO BE IN GOOD CONDITION.  A U.S. GEOLOGICAL SURVEY
 KR1537'BENCHMARK WAS USED AS AN AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 KR1537'
 KR1537'THE STATION IS LOCATED ABOUT 26.5 MILES AIRLINE, NORTH OF
 KR1537'FALLON, 26 MILES AIRLINE, SOUTH-SOUTHWEST OF LOVELOCK, AND 6
 KR1537'MILES AIRLINE, NORTHEAST OF PARRAN RAILROAD STATION, ON A LOW
 KR1537'SANDY KNOLL AT THE NORTHWEST EDGE OF CARSON SINK.
 KR1537'
 KR1537'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 KR1537'NEVADA STATE HIGHWAY 1-A 22 MILES WEST OF LOVELOCK, GO SOUTHERLY
 KR1537'ON NEVADA STATE HIGHWAY 1-A FOR 3.2 MILES TO A RAILROAD CROSSING.
 KR1537'CONTINUE STRAIGHT AHEAD FOR 3.8 MILES TO A BLADED SIDE-ROAD
 KR1537'ON THE LEFT.  TURN LEFT ONTO THE BLADED ROAD AND CONTINUE
 KR1537'EASTERLY FOR 3.3 MILES TO A FORKS.  KEEP THE LEFT FORK, STRAIGHT
 KR1537'AHEAD, FOR 0.9 MILE TO A FORKS.  KEEP THE RIGHT FORK, STRAIGHT
 KR1537'AHEAD, FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.  (A
 KR1537'U.S.G.S. BENCHMARK) CONTINUE ON THE MAIN ROAD FOR 0.2 MILE
 KR1537'TO A SIDE-ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, OFF THE
 KR1537'MAIN ROAD AND GO 0.5 MILE TO THE TOP OF A LOW SANDY KNOLL
 KR1537'AND THE STATION.
 KR1537'
 KR1537'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED BEACON
 KR1537'253 1935, SET IN THE TOP OF A 6 INCH SOIL PIPE WHICH PROJECTS
 KR1537'10 INCHES ABOVE GROUND LEVEL.
 KR1537'
 KR1537'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 KR1537'BEACON 253 NO 1 1935, SET IN THE TOP OF A 6 INCH SOIL PIPE
 KR1537'WHICH PROJECTS 8 INCHES, ABOVE GROUND LEVEL.
 KR1537'
 KR1537'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 KR1537'BEACON 253 NO 2 1935, SET IN THE TOP OF A 6 INCH SOIL PIPE
 KR1537'WHICH PROJECTS 12 INCHES, ABOVE GROUND LEVEL.
 KR1537'
 KR1537'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCHMARK STAMPED
 KR1537'46 GWM 1950 3935, SET IN AN 8 INCH CONCRETE CYLINDER WHICH
 KR1537'PROJECTS 10 INCHES ABOVE GROUND LEVEL.  MARK IS 27 FEET NORTH
 KR1537'OF THE APPROXIMATE CENTER-LINE OF THE ROAD LEADING TO THE STATION.
 KR1537
 KR1537                          STATION RECOVERY (1974)
 KR1537
 KR1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CT)
 KR1537'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 KR1537'WERE RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN THE ROAD
 KR1537'SYSTEM AND HIGHWAY DESIGNATIONS A NEW TO REACH FOLLOWS--
 KR1537'
 KR1537'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY 95 AND INTERSTATE
 KR1537'80, ABOUT 23 MILES SOUTH-SOUTHWEST OF LOVELOCK, GO SOUTH ON
 KR1537'HIGHWAY 95 FOR 3.25 MILES TO A RAILROAD CROSSING, CONTINUE SOUTH ON
 KR1537'HIGHWAY 95 FOR 3.95 MILES TO AN INTERSECTION, TURN LEFT AND GO
 KR1537'EAST-NORTHEAST ON A GRAVEL ROAD FOR 4.1 MILES TO THE WEST MOST OF
 KR1537'TWO BURIED CABLE SIGNS, CONTINUE ON MAIN ROAD FOR 0.6 MILE TO
 KR1537'THE AZIMUTH MARK ON THE LEFT, ABOUT 27 FEET NORTH OF THE
 KR1537'CENTERLINE OF THE ROAD, CONTINUE EASTERLY FOR 0.1 MILE, TURN
 KR1537'RIGHT ON TRACKS AND GO SOUTHERLY FOR 0.5 MILE TO THE TOP OF A LOW
 KR1537'SANDY KNOLL AND THE STATION.  THE AIRWAY BEACON NO LONGER
 KR1537'EXISTS.
 KR1537'
 KR1537'A PRECISE TIE WAS MADE BETWEEN STATION BEACON AND STATION DUNE
 KR1537'DMATC 1974 DURING TRANSCONTINENTAL TRAVERSE OBSERVATIONS BY
 KR1537'PERSONNEL FROM DMATC IN AUGUST 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1717 ***********************************************************************
 KR1717  DESIGNATION -  BEACON
 KR1717  PID         -  KR1717
 KR1717  STATE/COUNTY-  NV/WASHOE
 KR1717  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR1717
 KR1717                         *CURRENT SURVEY CONTROL
 KR1717  ___________________________________________________________________
 KR1717* NAD 83(1994)-  39 28 20.10044(N)    119 45 29.18519(W)     ADJUSTED  
 KR1717* NAVD 88     -      1528.3    (meters)    5014.     (feet)  VERTCON   
 KR1717  ___________________________________________________________________
 KR1717  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 KR1717  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 KR1717
 KR1717  HORZ ORDER  -  FIRST
 KR1717
 KR1717.The horizontal coordinates were established by classical geodetic methods
 KR1717.and adjusted by the National Geodetic Survey in June 1998..
 KR1717
 KR1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1717
 KR1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1717
 KR1717.The geoid height was determined by GEOID03.
 KR1717
 KR1717;                    North         East     Units Scale Factor Converg.
 KR1717;SPC NV W     - 4,524,681.241   698,922.265   MT  1.00002575   -0 44 48.7
 KR1717;SPC NV W     -14,844,725.04  2,293,047.46   sFT  1.00002575   -0 44 48.7
 KR1717;UTM  11      - 4,372,816.497   262,748.647   MT  1.00029308   -1 45 15.0
 KR1717
 KR1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1717!SPC NV W     -   0.99976408  x   1.00002575  =   0.99978982
 KR1717!UTM  11      -   0.99976408  x   1.00029308  =   1.00005709
 KR1717
 KR1717:                Primary Azimuth Mark                     Grid Az
 KR1717:SPC NV W     -  RENO AIRWAY BEACON 19                    054 15 02.3
 KR1717:UTM  11      -  RENO AIRWAY BEACON 19                    055 15 28.6
 KR1717
 KR1717|---------------------------------------------------------------------|
 KR1717| PID    Reference Object                     Distance      Geod. Az  |
 KR1717|                                                           dddmmss.s |
 KR1717| KR1753 RENO AIRWAY BEACON 19               APPROX.11.0 KM 0533013.6 |
 KR1717| DB6244 BEACON RM 3                           5.698 METERS 07005     |
 KR1717| DB6242 BEACON RM 1                           6.468 METERS 12059     |
 KR1717| DB6243 BEACON RM 2                           7.488 METERS 24958     |
 KR1717| DB8273 NAVIGATIONAL WARNING LIGHT FR                      33508     |
 KR1717| KR1725 HUBBARD FIELD AIRWAY BEACON         APPROX. 2.8 KM 3365623.4 |
 KR1717| KR1141 HUBBARD                             APPROX. 2.7 KM 3410908.4 |
 KR1717|---------------------------------------------------------------------|
 KR1717
 KR1717                          SUPERSEDED SURVEY CONTROL
 KR1717
 KR1717  NAD 83(1992)-  39 28 20.10456(N)    119 45 29.17839(W) AD(       ) 1
 KR1717  NAD 83(1986)-  39 28 20.10373(N)    119 45 29.17012(W) AD(       ) 1
 KR1717  NAD 27      -  39 28 20.42100(N)    119 45 25.49200(W) AD(       ) 1
 KR1717  NGVD 29 (07/19/86) 1527.2    (m)         5010.     (f) VERT ANG       
 KR1717
 KR1717.Superseded values are not recommended for survey control.
 KR1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1717.See file dsdata.txt to determine how the superseded data were derived.
 KR1717
 KR1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6274972816(NAD 83)
 KR1717_MARKER: DS = TRIANGULATION STATION DISK
 KR1717_SETTING: 80 = SET IN A BOULDER
 KR1717_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1717_STAMPING: BEACON 1934
 KR1717_MARK LOGO: CGS+SS
 KR1717_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1717+STABILITY: SURFACE MOTION
 KR1717
 KR1717  HISTORY     - Date     Condition        Report By
 KR1717  HISTORY     - 1934     MONUMENTED       CGS+SS
 KR1717  HISTORY     - 1967     GOOD             USGS
 KR1717  HISTORY     - 1967     GOOD             USGS
 KR1717  HISTORY     - 19810621 GOOD             NGS
 KR1717  HISTORY     - 20040525 MARK NOT FOUND   NVALS
 KR1717
 KR1717                          STATION DESCRIPTION
 KR1717
 KR1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CL)
 KR1717'THE STATION IS LOCATED ON A PROMINENT ROCK- STREWN HILL, 5
 KR1717'MILES, AIRLINE, SOUTHEAST OF RENO, 2-1/4 MILES EAST OF U.S.
 KR1717'HIGHWAY NO. 395, AND 1-3/4 MILES SOUTH- SOUTHEAST OF HUBBARD
 KR1717'AIRPORT.  THE STATION IS ON THE HIGHEST POINT OF THE HILL.
 KR1717'
 KR1717'THE STATION MARK IS A USC AND GS AND SS STATION DISC CEMENTED
 KR1717'IN A DRILL HOLE IN A BOULDER WHICH IS 1-1/2 FOOT LONG, 1 FOOT
 KR1717'WIDE AND PROJECTS 3 INCHES.  IT IS STAMPED BEACON 1934.
 KR1717'
 KR1717'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 KR1717'IN AN IRREGULAR- SHAPED BOULDER WHICH IS 2 FEET IN DIAMETER,
 KR1717'PROJECTS 2 FEET, AND IS THE SAME ELEVATION AS THE STATION MARK.
 KR1717'IT IS STAMPED BEACON NO 1 1946.
 KR1717'
 KR1717'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 KR1717'IN A BOULDER WHICH IS 2-1/2 FEET LONG, 1-1/2 FOOT WIDE, AND
 KR1717'PROJECTS 1 FOOT.  IS APPROXIMATELY 5 FEET LOWER THAN THE STATION.
 KR1717'IT IS STAMPED BEACON NO 2 1946.
 KR1717'
 KR1717'REFERENCE MARK NO. 3 IS A 1/2 INCH RIVET CEMENTED IN A DRILL HOLE
 KR1717'IN A BOULDER WHICH IS 18 INCHES IN DIAMETER, PROJECTS 3 FEET
 KR1717'AND IS 1-1/2 FEET LOWER THAN THE STATION MARK IT IS NOT STAMPED.
 KR1717'
 KR1717'THE AIRWAY WARNING LIGHT IS A RED LIGHT ON THE TOP OF A 1-1/2
 KR1717'INCH IRON POLE WHICH PROJECTS 4 FEET ABOVE A 5 FT X 5 FT WOODEN
 KR1717'SHED.
 KR1717'
 KR1717'STATION HUBBARD MAY BE USED FOR AN AZIMUTH MARK.
 KR1717'
 KR1717'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 395
 KR1717'AND THE ROAD LEADING TO HUBBARD AIRPORT GO SOUTH ON U.S. NO. 395
 KR1717'FOR 0.5 MILE.  TURN LEFT ON PACKHAM LANE AND GO 1.85 MILE.
 KR1717'TURN RIGHT ON LONGLY LANE AND GO 0.65 MILE.  TURN LEFT THROUGH
 KR1717'A GATE INTO A FARM LANE AND GO 0.2 MILE TO A GATE.  PASS THROUGH
 KR1717'THE GATE INTO A MEADOW, THENCE CROSS THE MEADOW 0.4 MILE TO THE
 KR1717'EASTERN SIDE WHICH IS ON THE SOUTH SIDE OF THE STATION HILL.
 KR1717'LET DOWN THE WIRE AND CROSS, THENCE GO NORTH AND EAST UP A
 KR1717'SMALL CANYON TO THE TOP OF A RIDGE, A DISTANCE OF 0.3 MILE
 KR1717'FROM THE FENCE.  FROM HERE FOLLOW A TRAIL WEST AND NORTH TO
 KR1717'THE EASTERN BASE OF THE HILL AND THE END OF TRUCK TRAVEL.
 KR1717'PACK WESTERLY TO THE TOP OF THE HILL AND STATION.  A 10
 KR1717'MINUTE PACK.
 KR1717
 KR1717                          STATION RECOVERY (1967)
 KR1717
 KR1717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1717'RECOVERED AS DESCRIBED BY NGS IN 1946 IN DESCRIPTION LIST 39 119
 KR1717'3, STATION 1013.  NEW AIRWAY WARNING LIGHT, OLD LIGHT COMPLETELY
 KR1717'DISMANTLED.
 KR1717
 KR1717                          STATION RECOVERY (1967)
 KR1717
 KR1717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1717'STATION MARK--STANDARD DISC STAMPED---BEACON 1934---CEMENTED IN A
 KR1717'DRILL HOLE IN A BOULDER WHICH IS ONE AND ONE HALF FOOT LONG, ONE FOOT
 KR1717'WIDE AND PROJECTS 3 IN.
 KR1717
 KR1717                          STATION RECOVERY (1981)
 KR1717
 KR1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KR1717'THE STATION AND ALL THREE REFERENCE MARKS WERE RECOVERED IN GOOD
 KR1717'CONDITION.  IN 1976 PERSONAL FROM THE CITY OF RENO FOUND THE STATION
 KR1717'MARK OUT OF THE GROUND.  THEY REPLACED IT AT THIS TIME USING THE 1946
 KR1717'DISTANCES AND THEN ENFORCING THE MARK WITH A MASS OF CONCRETE.  THE
 KR1717'DISTANCES TO THE REFERENCE MARKS CHECK FAVORABLY.  A GOOD AZIMUTH
 KR1717'CHECK WAS ALSO OBTAINED.  THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM)
 KR1717'SOUTHEAST OF RENO AND ABOUT 1.75 MI (2.82 KM) SOUTH SOUTHEAST OF THE
 KR1717'AIRPORT ON A PROMINENT HILL OVERLOOKING THE AIRPORT.  THE LOCAL NAME
 KR1717'FOR THE HILL IS RATTLESNAKE MOUNTAIN.  TO REACH THE STATION FROM THE
 KR1717'AIRPORT CONTACT THE WASHOE CO AIRPORT AUTHORITY FOR DIRECTIONS AND A
 KR1717'KEY TO ENTER A LOCKED GATE.  THE LAST 0.3 MI (0.5 KM) CAN BE DRIVEN
 KR1717'ONLY BY A 4 WHEEL DRIVE VEHICLE.  THE STATION IS A USCGS AND STATE
 KR1717'SURVEY DISK THAT IS SET INTO A DRILL HOLE IN A BOULDER.  THE BOULDER
 KR1717'IS SET INTO A MASS OF CONCRETE.  THE DISK IS STAMPED 1934 THE REST OF
 KR1717'THE STAMPING IS NOT READABLE.  IT IS LOCATED 19.507 M (63.999 FT) SE
 KR1717'FROM AN AIRPORT WARNING LIGHT AND 2.8 M (9.2 FT) N FROM A WITNESS
 KR1717'POST.
 KR1717' 
 KR1717'REFERENCE MARK NO 1 IS A STANDARD USCGS DISK STAMPED--BEACON NO 1 1946
 KR1717'SET INTO THE TOP OF A BOULDER 1 M (3.3 FT) LARGEST DIMENSION, LOCATED
 KR1717'6.7 M (22.0 FT) E FROM A METAL WITNESS POST AND 0.1 M (0.3 FT) HIGHER
 KR1717'THAN THE STATION.
 KR1717' 
 KR1717'REFERENCE MARK NO 3 IS A MOWELL RIVET, SET INTO THE TOP OF A BOULDER
 KR1717'0.5 M (1.6 FT) LARGEST DIMENSION, LOCATED 7.7 M (25.3 FT) NE FROM A
 KR1717'METAL WITNESS POST AND 0.5 M (1.6 FT) LOWER THAN THE STATION.
 KR1717' 
 KR1717'REFERENCE MARK NO 2 IS A STANDARD USCGS DISK STAMPED--BEACON NO 2 1946
 KR1717'SET INTO ROCK OUTCROP 0.5 M (1.6 FT) LARGEST DIMENSION, LOCATED 5.9 M
 KR1717'(19.4 FT) SW FROM A METAL WITNESS POST AND 1.5 M (4.9 FT) LOWER THAN
 KR1717'THE STATION.
 KR1717
 KR1717                          STATION RECOVERY (2004)
 KR1717
 KR1717'RECOVERY NOTE BY NEVADA ASSOCIATION OF LAND SURVEYORS 2004 (EAF)
 KR1717'FOUND REFERENCE MONUMENT 1 (BADLY MARED), RERENCE MONUMENT 2 (BADLY
 KR1717'MARED) AND REFERNCE RIVET 3 IN FAIR CONDITION.  FOUND OLD GUY WIRES
 KR1717'FOR SIGHT POLE WHICH VERIFIED MARKS POSITION, HOWEVER NO SIGNS OF
 KR1717'ACTUAL STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1986 ***********************************************************************
 GR1986  DESIGNATION -  BEACON
 GR1986  PID         -  GR1986
 GR1986  STATE/COUNTY-  NV/CLARK
 GR1986  USGS QUAD   -  INDIAN SPRINGS (1973)
 GR1986
 GR1986                         *CURRENT SURVEY CONTROL
 GR1986  ___________________________________________________________________
 GR1986* NAD 83(1994)-  36 35 43.08748(N)    115 38 02.40955(W)     ADJUSTED  
 GR1986* NAVD 88     -      1183.2    (meters)    3882.     (feet)  VERTCON   
 GR1986  ___________________________________________________________________
 GR1986  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GR1986  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 GR1986
 GR1986  HORZ ORDER  -  THIRD
 GR1986
 GR1986.The horizontal coordinates were established by classical geodetic methods
 GR1986.and adjusted by the National Geodetic Survey in June 1998..
 GR1986
 GR1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1986
 GR1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1986
 GR1986.The geoid height was determined by GEOID03.
 GR1986
 GR1986;                    North         East     Units Scale Factor Converg.
 GR1986;SPC NV E     - 8,204,722.477   195,466.502   MT  0.99990025   -0 01 48.7
 GR1986;SPC NV E     -26,918,326.99    641,293.02   sFT  0.99990025   -0 01 48.7
 GR1986;UTM  11      - 4,050,847.860   622,185.549   MT  0.99978393   +0 48 52.0
 GR1986
 GR1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1986!SPC NV E     -   0.99981854  x   0.99990025  =   0.99971881
 GR1986!UTM  11      -   0.99981854  x   0.99978393  =   0.99960251
 GR1986
 GR1986                          SUPERSEDED SURVEY CONTROL
 GR1986
 GR1986  NAD 83(1992)-  36 35 43.09372(N)    115 38 02.40999(W) AD(       ) 3
 GR1986  NGVD 29 (02/14/94) 1182.4    (m)         3879.     (f) VERT ANG       
 GR1986
 GR1986.Superseded values are not recommended for survey control.
 GR1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1986.See file dsdata.txt to determine how the superseded data were derived.
 GR1986
 GR1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA2218650848(NAD 83)
 GR1986
 GR1986  HISTORY     - Date     Condition        Report By
 GR1986  HISTORY     - 1973     FIRST OBSERVED   USGS
 GR1986
 GR1986                          STATION DESCRIPTION
 GR1986
 GR1986'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR1986'LOCATED ABOUT 7.5 MI ENE. OF CACTUS SPRINGS, ABOUT 2.5 MI NE. OF
 GR1986'INDIAN SPRINGS.  ON HIGHEST PART OF ROCKY TOP.
 GR1986'
 GR1986'TO REACH NOT GIVEN.
 GR1986'
 GR1986'STATION MARK--GAS OPERATED BEACON PROJECTING 4.6 FT. ABOVE
 GR1986'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1745 ***********************************************************************
 KR1745  DESIGNATION -  BEACON 200 3.5 MI W CLARKS SID
 KR1745  PID         -  KR1745
 KR1745  STATE/COUNTY-  NV/WASHOE
 KR1745  USGS QUAD   -  PATRICK (1980)
 KR1745
 KR1745                         *CURRENT SURVEY CONTROL
 KR1745  ___________________________________________________________________
 KR1745* NAD 83(1994)-  39 33 21.98002(N)    119 34 30.24584(W)     ADJUSTED  
 KR1745* NAVD 88     -                                                        
 KR1745  ___________________________________________________________________
 KR1745  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 KR1745  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 KR1745
 KR1745  HORZ ORDER  -  THIRD
 KR1745
 KR1745.The horizontal coordinates were established by classical geodetic methods
 KR1745.and adjusted by the National Geodetic Survey in June 1998..
 KR1745
 KR1745
 KR1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1745
 KR1745.The geoid height was determined by GEOID03.
 KR1745
 KR1745;                    North         East     Units Scale Factor Converg.
 KR1745;SPC NV W     - 4,533,801.347   714,773.818   MT  0.99998940   -0 37 53.8
 KR1745;SPC NV W     -14,874,646.59  2,345,053.77   sFT  0.99998940   -0 37 53.8
 KR1745;UTM  11      - 4,381,658.423   278,762.053   MT  1.00020266   -1 38 26.0
 KR1745
 KR1745                          SUPERSEDED SURVEY CONTROL
 KR1745
 KR1745  NAD 83(1992)-  39 33 21.98676(N)    119 34 30.24048(W) AD(       ) 4
 KR1745  NAD 83(1986)-  39 33 21.98823(N)    119 34 30.23004(W) AD(       ) 4
 KR1745  NAD 27      -  39 33 22.30100(N)    119 34 26.57300(W) AD(       ) 3
 KR1745
 KR1745.Superseded values are not recommended for survey control.
 KR1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1745.See file dsdata.txt to determine how the superseded data were derived.
 KR1745
 KR1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7876281658(NAD 83)
 KR1745
 KR1745  HISTORY     - Date     Condition        Report By
 KR1745  HISTORY     - 1958     MONUMENTED       CGS
 KR1745
 KR1745                          STATION DESCRIPTION
 KR1745
 KR1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 KR1745'AN AIRWAY TYPE BEACON ON A LOW HILL IN THE TRUCKEE RIVER CANYON,
 KR1745'3-1/2 MILES WEST OF CLARKS SIDING AND 3/10 MILE NORTHWEST OF U.S.
 KR1745'HIGHWAY 40.  A SMALL FRAME BUILDING IS SITUATED ALONG SIDE THE
 KR1745'BEACON WITH THE NUMERALS 200 PAINTED ON ITS WEST SIDE.  BEACON
 KR1745'IS EQUIPPED FOR GAS OPERATION, INOPERATIVE, AND PROBABLY
 KR1745'MAINTAINED BY THE MILITARY FORCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1582 ***********************************************************************
 KR1582  DESIGNATION -  BEACON 216 2 MILES OF FERNLEY
 KR1582  PID         -  KR1582
 KR1582  STATE/COUNTY-  NV/LYON
 KR1582  USGS QUAD   -  FERNLEY WEST (1985)
 KR1582
 KR1582                         *CURRENT SURVEY CONTROL
 KR1582  ___________________________________________________________________
 KR1582* NAD 83(1994)-  39 36 29.76153(N)    119 17 23.70660(W)     ADJUSTED  
 KR1582* NAVD 88     -                                                        
 KR1582  ___________________________________________________________________
 KR1582  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 KR1582  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR1582
 KR1582  HORZ ORDER  -  THIRD
 KR1582
 KR1582.The horizontal coordinates were established by classical geodetic methods
 KR1582.and adjusted by the National Geodetic Survey in June 1998..
 KR1582
 KR1582
 KR1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1582
 KR1582.The geoid height was determined by GEOID03.
 KR1582
 KR1582;                    North         East     Units Scale Factor Converg.
 KR1582;SPC NV W     - 4,539,360.866   739,324.371   MT  0.99994531   -0 27 01.8
 KR1582;SPC NV W     -14,892,886.44  2,425,600.04   sFT  0.99994531   -0 27 01.8
 KR1582;UTM  11      - 4,386,785.461   303,410.971   MT  1.00007584   -1 27 37.3
 KR1582
 KR1582                          SUPERSEDED SURVEY CONTROL
 KR1582
 KR1582  NAD 83(1992)-  39 36 29.76767(N)    119 17 23.69452(W) AD(       ) 4
 KR1582  NAD 83(1986)-  39 36 29.76752(N)    119 17 23.68509(W) AD(       ) 4
 KR1582  NAD 27      -  39 36 30.08200(N)    119 17 20.07500(W) AD(       ) 3
 KR1582
 KR1582.Superseded values are not recommended for survey control.
 KR1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1582.See file dsdata.txt to determine how the superseded data were derived.
 KR1582
 KR1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0341186785(NAD 83)
 KR1582
 KR1582  HISTORY     - Date     Condition        Report By
 KR1582  HISTORY     - 1958     MONUMENTED       CGS
 KR1582
 KR1582                          STATION DESCRIPTION
 KR1582
 KR1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1582'THE STATION IS ABOUT 2 MILES SOUTH OF WADSWORTH AND 1-3/4 MILES
 KR1582'WEST OF FERNLEY, ON THE NORTHWEST SLOPE OF A FAIRLY HIGH RIDGE.
 KR1582'A 4-LEGGED STEEL STRUCTURE ABOUT 25 FEET HIGH, ENCLOSED AT
 KR1582'BASE, WITH NUMERALS 216 PAINTED THEREON.
 KR1582'
 KR1582'STATION NOT VISITED.  THIS BEACON IS EVIDENTLY OPERATED BY
 KR1582'THE DEPARTMENT OF DEFENSE, AND NOT BY CIVIL AERONAUTICS
 KR1582'ADMINISTRATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0818 ***********************************************************************
 MT0818  DESIGNATION -  BEACON 45=BELL TEL MICRO REL TWR KOB 81
 MT0818  PID         -  MT0818
 MT0818  STATE/COUNTY-  NV/ELKO
 MT0818  USGS QUAD   -  WELCOME (1967)
 MT0818
 MT0818                         *CURRENT SURVEY CONTROL
 MT0818  ___________________________________________________________________
 MT0818* NAD 83(1994)-  41 06 09.68978(N)    115 05 25.55002(W)     ADJUSTED  
 MT0818* NAVD 88     -                                                        
 MT0818  ___________________________________________________________________
 MT0818  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 MT0818  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 MT0818
 MT0818  HORZ ORDER  -  THIRD
 MT0818
 MT0818.The horizontal coordinates were established by classical geodetic methods
 MT0818.and adjusted by the National Geodetic Survey in June 1998..
 MT0818
 MT0818
 MT0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0818
 MT0818.The geoid height was determined by GEOID03.
 MT0818
 MT0818;                    North         East     Units Scale Factor Converg.
 MT0818;SPC NV E     - 8,705,165.933   241,401.964   MT  0.99992109   +0 19 26.6
 MT0818;SPC NV E     -28,560,198.57    791,999.61   sFT  0.99992109   +0 19 26.6
 MT0818;UTM  11      - 4,551,913.944   660,352.282   MT  0.99991647   +1 15 20.3
 MT0818
 MT0818                          SUPERSEDED SURVEY CONTROL
 MT0818
 MT0818  NAD 83(1994)-  41 06 09.68892(N)    115 05 25.54653(W) AD(       ) 4
 MT0818  NAD 83(1986)-  41 06 09.68879(N)    115 05 25.54527(W) AD(       ) 4
 MT0818  NAD 27      -  41 06 09.97297(N)    115 05 22.36419(W) AD(       ) 3
 MT0818
 MT0818.Superseded values are not recommended for survey control.
 MT0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0818.See file dsdata.txt to determine how the superseded data were derived.
 MT0818
 MT0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF6035251914(NAD 83)
 MT0818_MARKER: 22 = AIRWAY BEACON
 MT0818
 MT0818  HISTORY     - Date     Condition        Report By
 MT0818  HISTORY     - 1940     FIRST OBSERVED   CGS
 MT0818  HISTORY     - 1957     GOOD             CGS
 MT0818
 MT0818                          STATION DESCRIPTION
 MT0818
 MT0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0818'STATION IS LOCATED ABOUT 7.5 MILES WSW OF WELLS, 10.5 MILES ENE
 MT0818'OF DEETH, 400 FEET N OF U.S. HIGHWAY 40, ON A SAGE-BRUSH-COVERED
 MT0818'FLAT N OF THE N END OF THE HUMBOLDT MOUNTAINS.
 MT0818'
 MT0818'IT IS A STANDARD, RED-AND-WHITE, STRIPED, 50-FOOT HIGH, AIRWAY
 MT0818'BEACON, WITH A CONCRETE ARROW AT ITS BASE, BUT NO CONTROL HOUSE
 MT0818'NEAR.
 MT0818
 MT0818                          STATION RECOVERY (1957)
 MT0818
 MT0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0818'THE DESCRIPTION AS TO THE LOCATION OF THE AIRWAY BEACON IS
 MT0818'ADEQUATE.  HOWEVER THE AIRWAY BEACON HAS BEEN ABANDONED AS A
 MT0818'NAVIGATION AID, AND IN ITS STEAD HAS BEEN CONVERTED INTO AN
 MT0818'ANTENNA TOWER FOR A MICRO-WAVE RELAY OF THE BELL TELEPHONE
 MT0818'COMPANY.  THE ANTENNA WAS INTERSECTED DURING THE PRESENT PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0535 ***********************************************************************
 KQ0535  DESIGNATION -  BEAN
 KQ0535  PID         -  KQ0535
 KQ0535  STATE/COUNTY-  NV/EUREKA
 KQ0535  USGS QUAD   -  BEAN FLAT WEST (1986)
 KQ0535
 KQ0535                         *CURRENT SURVEY CONTROL
 KQ0535  ___________________________________________________________________
 KQ0535* NAD 83(1994)-  39 33 21.36334(N)    116 35 30.48161(W)     ADJUSTED  
 KQ0535* NAVD 88     -      2007.2    (meters)    6585.     (feet)  VERTCON   
 KQ0535  ___________________________________________________________________
 KQ0535  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 KQ0535  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 KQ0535
 KQ0535  HORZ ORDER  -  SECOND
 KQ0535
 KQ0535.The horizontal coordinates were established by classical geodetic methods
 KQ0535.and adjusted by the National Geodetic Survey in June 1998..
 KQ0535
 KQ0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0535
 KQ0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0535
 KQ0535.The geoid height was determined by GEOID03.
 KQ0535
 KQ0535;                    North         East     Units Scale Factor Converg.
 KQ0535;SPC NV E     - 8,533,798.315   113,335.675   MT  0.99999244   -0 38 32.1
 KQ0535;SPC NV E     -27,997,969.97    371,835.46   sFT  0.99999244   -0 38 32.1
 KQ0535;SPC NV C     - 6,533,315.258   506,433.692   MT  0.99990051   +0 02 51.6
 KQ0535;SPC NV C     -21,434,718.48  1,661,524.54   sFT  0.99990051   +0 02 51.6
 KQ0535;UTM  11      - 4,378,551.712   535,068.504   MT  0.99961514   +0 15 35.8
 KQ0535
 KQ0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0535!SPC NV E     -   0.99968854  x   0.99999244  =   0.99968098
 KQ0535!SPC NV C     -   0.99968854  x   0.99990051  =   0.99958908
 KQ0535!UTM  11      -   0.99968854  x   0.99961514  =   0.99930380
 KQ0535
 KQ0535:                Primary Azimuth Mark                     Grid Az
 KQ0535:SPC NV E     -  BEAN AZ MK                               115 04 42.6
 KQ0535:SPC NV C     -  BEAN AZ MK                               114 23 18.9
 KQ0535:UTM  11      -  BEAN AZ MK                               114 10 34.7
 KQ0535
 KQ0535|---------------------------------------------------------------------|
 KQ0535| PID    Reference Object                     Distance      Geod. Az  |
 KQ0535|                                                           dddmmss.s |
 KQ0535| DD5346 BEAN AZ MK                                         1142610.5 |
 KQ0535| DD5347 BEAN RM 1                             4.600 METERS 15433     |
 KQ0535| KQ0534 BEAN CAIRN                            1.651 METERS 21248     |
 KQ0535| DD5348 BEAN RM 2                             7.530 METERS 33354     |
 KQ0535|---------------------------------------------------------------------|
 KQ0535
 KQ0535                          SUPERSEDED SURVEY CONTROL
 KQ0535
 KQ0535  NAD 83(1986)-  39 33 21.36231(N)    116 35 30.47410(W) AD(       ) 2
 KQ0535  NAD 27      -  39 33 21.62800(N)    116 35 27.19900(W) AD(       ) 2
 KQ0535  NGVD 29 (07/19/86) 2005.9    (m)         6581.     (f) VERT ANG       
 KQ0535
 KQ0535.Superseded values are not recommended for survey control.
 KQ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0535.See file dsdata.txt to determine how the superseded data were derived.
 KQ0535
 KQ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND3506978552(NAD 83)
 KQ0535_MARKER: DS = TRIANGULATION STATION DISK
 KQ0535_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0535
 KQ0535  HISTORY     - Date     Condition        Report By
 KQ0535  HISTORY     - 1954     MONUMENTED       CGS
 KQ0535
 KQ0535                          STATION DESCRIPTION
 KQ0535
 KQ0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0535'THE STATION IS ON A LOW ROCKY HILL ON THE WEST SIDE OF BEAN
 KQ0535'FLATS AND JUST SOUTH AND EAST OF A MOUNTAIN RANGE.  IT IS ABOUT
 KQ0535'32 MILES, AIRLINE, WEST OF EUREKA, ABOUT 27 MILES, AIRLINE,
 KQ0535'EAST OF AUSTIN AND 4 MILES NORTH OF U.S. HIGHWAY 50.
 KQ0535'
 KQ0535'TO REACH THE STATION FROM THE COURTHOUSE IN EUREKA, GO WEST ON
 KQ0535'U.S. HIGHWAY 50 FOR 42.6 MILES TO A GRADED ROAD ON THE RIGHT
 KQ0535'AND A SIGN DRY CREEK 9 - ACKERMAN 15.  TURN RIGHT ON THE GRADED
 KQ0535'ROAD AND GO 2.8 MILES TO A FORK.  TAKE THE TRACK ROAD TO THE
 KQ0535'RIGHT, THERE IS A NEW ROAD BEING CONSTRUCTED ALONG THE TRACK
 KQ0535'ROAD ON THE LEFT, AND GO 7.5 MILES TO A CROSSROAD.  CONTINUE
 KQ0535'STRAIGHT AHEAD 0.05 MILE.  TURN LEFT OFF THE ROAD AND GO NORTH
 KQ0535'ACROSS COUNTRY 0.15 MILE TO A LARGE BOULDER AND THE AZIMUTH
 KQ0535'MARK.  FROM HERE WORK YOUR WAY WEST AND NORTH UP THE HILL AS
 KQ0535'FAR AS POSSIBLE WITH A TRUCK.  THEN PACK TO THE HIGHEST
 KQ0535'POINT AND THE STATION.  IT IS ABOUT A 15 MINUTE PACK.
 KQ0535'
 KQ0535'THE STATION IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 KQ0535'BEDROCK WHICH IS FLUSH WITH THE GROUND.  IT IS STAMPED BEAN 1954.
 KQ0535'
 KQ0535'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KQ0535'IN BEDROCK THAT PROJECTS 6 INCHES.  IT IS STAMPED BEAN NO 1 1954.
 KQ0535'
 KQ0535'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KQ0535'IN BEDROCK WHICH IS FLUSH WITH THE SURROUNDING ROCK.  IT IS
 KQ0535'STAMPED BEAN NO 2 1954.
 KQ0535'
 KQ0535'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KQ0535'IN A BOULDER THAT IS 10 FEET LONG 4 FEET WIDE, AND IT PROJECTS 2
 KQ0535'FEET ABOVE GROUND.  IT IS STAMPED BEAN 1954.  THE MARK IS 4 FEET
 KQ0535'EAST OF A WHITE WITNESS POST.  THE AZIMUTH MARK IS REACHED
 KQ0535'ON THE WAY TO THE STATION.
 KQ0535'
 KQ0535'A CAIRN 4 FEET HIGH, 4 FEET IN DIAMETER AND 2 FEET ABOVE THE
 KQ0535'STATION ELEVATION IS ON THE HIGHEST POINT OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0534 ***********************************************************************
 KQ0534  DESIGNATION -  BEAN CAIRN
 KQ0534  PID         -  KQ0534
 KQ0534  STATE/COUNTY-  NV/EUREKA
 KQ0534  USGS QUAD   -  BEAN FLAT WEST (1986)
 KQ0534
 KQ0534                         *CURRENT SURVEY CONTROL
 KQ0534  ___________________________________________________________________
 KQ0534* NAD 83(1994)-  39 33 21.31833(N)    116 35 30.51908(W)     ADJUSTED  
 KQ0534* NAVD 88     -      2009.     (meters)    6591.     (feet)  VERTCON   
 KQ0534  ___________________________________________________________________
 KQ0534  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 KQ0534  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 KQ0534
 KQ0534  HORZ ORDER  -  THIRD
 KQ0534
 KQ0534.The horizontal coordinates were established by classical geodetic methods
 KQ0534.and adjusted by the National Geodetic Survey in June 1998..
 KQ0534
 KQ0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0534
 KQ0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0534
 KQ0534.The geoid height was determined by GEOID03.
 KQ0534
 KQ0534;                    North         East     Units Scale Factor Converg.
 KQ0534;SPC NV E     - 8,533,796.937   113,334.765   MT  0.99999244   -0 38 32.2
 KQ0534;SPC NV E     -27,997,965.45    371,832.47   sFT  0.99999244   -0 38 32.2
 KQ0534;SPC NV C     - 6,533,313.869   506,432.799   MT  0.99990051   +0 02 51.6
 KQ0534;SPC NV C     -21,434,713.92  1,661,521.61   sFT  0.99990051   +0 02 51.6
 KQ0534;UTM  11      - 4,378,550.320   535,067.616   MT  0.99961514   +0 15 35.8
 KQ0534
 KQ0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0534!SPC NV E     -   0.99968821  x   0.99999244  =   0.99968065
 KQ0534!SPC NV C     -   0.99968821  x   0.99990051  =   0.99958875
 KQ0534!UTM  11      -   0.99968821  x   0.99961514  =   0.99930347
 KQ0534
 KQ0534                          SUPERSEDED SURVEY CONTROL
 KQ0534
 KQ0534  NAD 83(1986)-  39 33 21.31735(N)    116 35 30.51155(W) AD(       ) 4
 KQ0534  NAD 27      -  39 33 21.58000(N)    116 35 27.24000(W) AD(       ) 3
 KQ0534  NGVD 29 (07/19/86) 2008.     (m)         6588.     (f) VERT ANG       
 KQ0534
 KQ0534.Superseded values are not recommended for survey control.
 KQ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0534.See file dsdata.txt to determine how the superseded data were derived.
 KQ0534
 KQ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND3506878550(NAD 83)
 KQ0534_MARKER: 72 = CAIRN
 KQ0534
 KQ0534  HISTORY     - Date     Condition        Report By
 KQ0534  HISTORY     - 1954     FIRST OBSERVED   CGS
 KQ0534
 KQ0534                          STATION DESCRIPTION
 KQ0534
 KQ0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KQ0534'THE STATION IS ON A LOW ROCKY HILL ON THE WEST SIDE OF BEAN
 KQ0534'FLATS AND JUST SOUTH AND EAST OF A MOUNTAIN RANGE.  IT IS ABOUT
 KQ0534'32 MILES, AIRLINE, WEST OF EUREKA, ABOUT 27 MILES, AIRLINE,
 KQ0534'EAST OF AUSTIN AND 4 MILES NORTH OF U.S. HIGHWAY 50.
 KQ0534'
 KQ0534'TO REACH THE STATION FROM THE COURTHOUSE IN EUREKA, GO WEST ON
 KQ0534'U.S. HIGHWAY 50 FOR 42.6 MILES TO A GRADED ROAD ON THE RIGHT
 KQ0534'AND A SIGN DRY CREEK 9 - ACKERMAN 15.  TURN RIGHT ON THE GRADED
 KQ0534'ROAD AND GO 2.8 MILES TO A FORK.  TAKE THE TRACK ROAD TO THE
 KQ0534'RIGHT, THERE IS A NEW ROAD BEING CONSTRUCTED ALONG THE TRACK
 KQ0534'ROAD ON THE LEFT, AND GO 7.5 MILES TO A CROSSROAD.  CONTINUE
 KQ0534'STRAIGHT AHEAD 0.05 MILE.  TURN LEFT OFF THE ROAD AND GO NORTH
 KQ0534'ACROSS COUNTRY 0.15 MILE TO A LARGE BOULDER AND BEAN AZIMUTH
 KQ0534'MARK.  FROM HERE WORK YOUR WAY WEST AND NORTH UP THE HILL AS
 KQ0534'FAR AS POSSIBLE WITH A TRUCK.  THEN PACK TO THE HIGHEST
 KQ0534'POINT AND THE STATION.  IT IS ABOUT A 15 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0370 ***********************************************************************
 MV0370  DESIGNATION -  BEAR
 MV0370  PID         -  MV0370
 MV0370  STATE/COUNTY-  NV/WASHOE
 MV0370  USGS QUAD   -  PEGLEG CANYON (1980)
 MV0370
 MV0370                         *CURRENT SURVEY CONTROL
 MV0370  ___________________________________________________________________
 MV0370* NAD 83(1994)-  41 09 54.74828(N)    119 59 58.43951(W)     ADJUSTED  
 MV0370* NAVD 88     -      1381.6    (meters)    4533.     (feet)  VERTCON   
 MV0370  ___________________________________________________________________
 MV0370  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 MV0370  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 MV0370
 MV0370  HORZ ORDER  -  SECOND
 MV0370
 MV0370.The horizontal coordinates were established by classical geodetic methods
 MV0370.and adjusted by the National Geodetic Survey in June 1998..
 MV0370
 MV0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0370
 MV0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0370
 MV0370.The geoid height was determined by GEOID03.
 MV0370
 MV0370;                    North         East     Units Scale Factor Converg.
 MV0370;SPC NV W     - 4,712,957.930   681,153.223   MT  1.00007378   -0 55 56.4
 MV0370;SPC NV W     -15,462,429.48  2,234,750.20   sFT  1.00007378   -0 55 56.4
 MV0370;SPC CA 1     -   705,324.158 2,167,856.396   MT  0.99991120   +1 18 29.0
 MV0370;SPC CA 1     - 2,314,051.01  7,112,375.53   sFT  0.99991120   +1 18 29.0
 MV0370;UTM  11      - 4,561,435.069   248,347.265   MT  1.00037948   -1 58 31.6
 MV0370;UTM  10      - 4,561,437.578   751,725.477   MT  1.00037993   +1 58 33.7
 MV0370
 MV0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0370!SPC NV W     -   0.99978676  x   1.00007378  =   0.99986053
 MV0370!SPC CA 1     -   0.99978676  x   0.99991120  =   0.99969798
 MV0370!UTM  11      -   0.99978676  x   1.00037948  =   1.00016616
 MV0370!UTM  10      -   0.99978676  x   1.00037993  =   1.00016661
 MV0370
 MV0370|---------------------------------------------------------------------|
 MV0370| PID    Reference Object                     Distance      Geod. Az  |
 MV0370|                                                           dddmmss.s |
 MV0370| MV0157 A 65                                 17.452 METERS 03449     |
 MV0370| CD6753 BEAR RM 1                            12.206 METERS 13604     |
 MV0370| CD6752 BEAR AZ MK                                         2762159.0 |
 MV0370|---------------------------------------------------------------------|
 MV0370
 MV0370                          SUPERSEDED SURVEY CONTROL
 MV0370
 MV0370  NAD 83(1992)-  41 09 54.74958(N)    119 59 58.44223(W) AD(       ) 2
 MV0370  NAD 83(1986)-  41 09 54.75735(N)    119 59 58.44871(W) AD(       ) 2
 MV0370  NAD 27      -  41 09 55.11700(N)    119 59 54.66700(W) AD(       ) 2
 MV0370  NGVD 29 (07/19/86) 1380.5    (m)         4529.     (f) VERT ANG       
 MV0370
 MV0370.Superseded values are not recommended for survey control.
 MV0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0370.See file dsdata.txt to determine how the superseded data were derived.
 MV0370
 MV0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF4834761435(NAD 83)
 MV0370_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MV0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0370
 MV0370  HISTORY     - Date     Condition        Report By
 MV0370  HISTORY     - 1947     MONUMENTED       CGS
 MV0370  HISTORY     - 1957     SEE DESCRIPTION  USFS
 MV0370
 MV0370                          STATION DESCRIPTION
 MV0370
 MV0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (SPH)
 MV0370'THE STATION IS AT THE CALIFORNIA - NEVADA STATE LINE AND ON
 MV0370'THE SOUTH SIDE OF THE ROAD LEADING FROM EAGLEVILLE, CALIFORNIA
 MV0370'TO GERLACH, NEVADA.  IT IS ABOUT 12 MILES, AIRLINE, SOUTHEAST
 MV0370'OF EAGLEVILLE AND 2 MILES EAST OF THE BEAR RANCH.
 MV0370'
 MV0370'THE STATION MARK, STAMPED BEAR 1947, IS A STANDARD DISK SET
 MV0370'IN A 1 FOOT SQUARE CONCRETE POST PROJECTING 1 INCH ABOVE THE
 MV0370'GROUND.  IT IS 24.8 METERS EAST OF THE LASSEN-WASHOE COUNTY
 MV0370'LINE, 19 METERS SOUTHEAST OF A SIGN, WELCOME TO NEVADA, 10
 MV0370'METERS SOUTH OF THE CENTER OF THE ROAD, AND 2.5 METERS EAST OF
 MV0370'A WHITE WITNESS POST.
 MV0370'
 MV0370'REFERENCE MARK NO. 1, STAMPED BEAR NO 1 1947, IS A STANDARD
 MV0370'IS A STANDARD DISK SET IN A ONE FOOT SQUARE CONCRETE POST
 MV0370'PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 37 METERS EAST
 MV0370'OF THE COUNTY LINE AND 15 METERS SOUTH OF THE CENTER OF THE ROAD.
 MV0370'
 MV0370'A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK, STAMPED
 MV0370'A 65 1934, SERVES AS THE OTHER REFERENCE MARK.  IT IS SET IN
 MV0370'AN 8 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 MV0370'GROUND.  IT IS ACROSS THE ROAD FROM THE STATION MARK, 7 METERS
 MV0370'NORTH OF THE CENTER LINE OF THE ROAD, 10 METERS EAST OF THE
 MV0370'WELCOME TO NEVADA SIGN, AND 1 METER SOUTH OF A FENCE LINE.
 MV0370'
 MV0370'THE AZIMUTH MARK, STAMPED BEAR NO 2 1947 IS A STANDARD REFERENCE
 MV0370'MARK DISK SET IN A 1 FOOT SQUARE CONCRETE POST PROJECTING 1
 MV0370'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 10 METERS NORTH
 MV0370'OF THE CENTER LINE OF THE ROAD AT A POINT 0.3 MILE EAST OF
 MV0370'SOME BUILDINGS OF THE BEAR RANCH, AND IS 5-1/2 METERS EAST
 MV0370'OF THE CORNER OF A SMALL IRRIGATION DITCH AND 4 FEET SOUTH
 MV0370'OF THE RIGHT OF WAY FENCE LINE.  TO REACH FROM THE STATION GO
 MV0370'WEST ON THE ROAD LEADING TO EAGLEVILLE FOR 1.4 MILES TO THE
 MV0370'MARK ON RIGHT.
 MV0370'
 MV0370'TO REACH THE STATION FROM THE POST OFFICE IN EAGLEVILLE GO
 MV0370'SOUTH ON THE ROAD TO GERLACH FOR 12 MILES TO WHERE THE ROAD
 MV0370'TURNS EAST ACROSS THE VALLEY AND PAST THE BUILDINGS OF THE
 MV0370'BEAR RANCH.  CONTINUE EAST ON THE ROAD LEADING TO GERLACH FOR
 MV0370'2 MILES TO THE STATE LINE AND THE STATION ON RIGHT, AS DESCRIBED
 MV0370'ABOVE.
 MV0370
 MV0370                          STATION RECOVERY (1957)
 MV0370
 MV0370'RECOVERY NOTE BY US FOREST SERVICE 1957
 MV0370'STATION RECOVERED AS DESCRIBED WITH ALL MARKS IN EXCELLENT
 MV0370'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0849 ***********************************************************************
 MT0849  DESIGNATION -  BEAR PAW
 MT0849  PID         -  MT0849
 MT0849  STATE/COUNTY-  NV/ELKO
 MT0849  USGS QUAD   -  BEARPAW MOUNTAIN (1986)
 MT0849
 MT0849                         *CURRENT SURVEY CONTROL
 MT0849  ___________________________________________________________________
 MT0849* NAD 83(1994)-  41 57 09.32709(N)    115 33 43.48449(W)     ADJUSTED  
 MT0849* NAVD 88     -      2275.8    (meters)    7467.     (feet)  VERTCON   
 MT0849  ___________________________________________________________________
 MT0849  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 MT0849  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 MT0849
 MT0849  HORZ ORDER  -  FIRST
 MT0849
 MT0849.The horizontal coordinates were established by classical geodetic methods
 MT0849.and adjusted by the National Geodetic Survey in June 1998..
 MT0849
 MT0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0849
 MT0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0849
 MT0849.The geoid height was determined by GEOID03.
 MT0849
 MT0849;                    North         East     Units Scale Factor Converg.
 MT0849;SPC NV E     - 8,799,432.950   201,762.066   MT  0.99990004   +0 00 51.2
 MT0849;SPC NV E     -28,869,472.94    661,947.71   sFT  0.99990004   +0 00 51.2
 MT0849;SPC ID W     -    31,772.446   815,579.912   MT  0.99993632   +0 07 32.3
 MT0849;UTM  11      - 4,645,512.296   619,174.900   MT  0.99977476   +0 57 41.0
 MT0849
 MT0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0849!SPC NV E     -   0.99964569  x   0.99990004  =   0.99954577
 MT0849!SPC ID W     -   0.99964569  x   0.99993632  =   0.99958204
 MT0849!UTM  11      -   0.99964569  x   0.99977476  =   0.99942053
 MT0849
 MT0849:                Primary Azimuth Mark                     Grid Az
 MT0849:SPC NV E     -  KNIGHT CAIRN                             056 58 58.8
 MT0849:SPC ID W     -  KNIGHT CAIRN                             056 52 17.7
 MT0849:UTM  11      -  KNIGHT CAIRN                             056 02 09.0
 MT0849
 MT0849|---------------------------------------------------------------------|
 MT0849| PID    Reference Object                     Distance      Geod. Az  |
 MT0849|                                                           dddmmss.s |
 MT0849| MT0809 KNIGHT CAIRN                        APPROX. 6.6 KM 0565950.0 |
 MT0849| MT0634 H 13                                               0633031.9 |
 MT0849| MT0848 CAIRN 10 MILES NW OF JARBIDGE       APPROX. 4.4 KM 1465734.6 |
 MT0849| DD5349 BEAR PAW RM 1                         3.420 METERS 15354     |
 MT0849| DD5350 BEAR PAW RM 2                         2.901 METERS 21209     |
 MT0849|---------------------------------------------------------------------|
 MT0849
 MT0849                          SUPERSEDED SURVEY CONTROL
 MT0849
 MT0849  NAD 83(1986)-  41 57 09.32321(N)    115 33 43.48133(W) AD(       ) 1
 MT0849  NAD 27      -  41 57 09.67009(N)    115 33 40.19821(W) AD(       ) 1
 MT0849  NGVD 29 (07/19/86) 2274.6    (m)         7463.     (f) VERT ANG       
 MT0849
 MT0849.Superseded values are not recommended for survey control.
 MT0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0849.See file dsdata.txt to determine how the superseded data were derived.
 MT0849
 MT0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG1917545512(NAD 83)
 MT0849_MARKER: DS = TRIANGULATION STATION DISK
 MT0849_SETTING: 80 = SET IN A BOULDER
 MT0849_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MT0849
 MT0849  HISTORY     - Date     Condition        Report By
 MT0849  HISTORY     - 1948     MONUMENTED       CGS
 MT0849  HISTORY     - 1956     GOOD             CGS
 MT0849  HISTORY     - 1968     GOOD             USGS
 MT0849
 MT0849                          STATION DESCRIPTION
 MT0849
 MT0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 MT0849'THE STATION IS ABOUT 10 MILES, AIRLINE, NORTHWEST OF JARBIDGE,
 MT0849'12 MILES, AIRLINE, WEST-SOUTHWEST OF MURPHYS HOT SPRINGS, 3
 MT0849'MILES SOUTH OF THE STATE LINE AND ABOUT 200 YARDS SOUTH OF
 MT0849'THE FOREST RESERVE BOUNDARY, ON THE EASTERLY ONE OF A DOUBLE
 MT0849'PEAKED RIDGE ON THE NORTHERLY END OF THE COPPER MOUNTAINS.
 MT0849'
 MT0849'TO REACH THE STATION FROM MURPHYS HOT SPRINGS GO SOUTHERLY
 MT0849'TOWARDS JARBIDGE FOR 5.7 MILES TO A FORK.  GO RIGHT ACROSS
 MT0849'BRIDGE AND UP STEEP GRADE FOR 2.5 MILES TO THE LARIOS RANCH.
 MT0849'TURN RIGHT OVER CATTLE GUARD ON THE ELKO ROAD AND CONTINUE
 MT0849'ON THE MAIN ROAD FOR 9.5 MILES TO THE AZIMUTH MARK (BM H 13)
 MT0849'ON THE RIGHT (0.15 MILE AFTER PASSING THROUGH A WIRE GATE, AND
 MT0849'JUST BEFORE STARTING DOWN GRADE).  CONTINUE ON MAIN ROAD
 MT0849'FOR 0.6 MILE TO A WHITE FOREST SERVICE GATE.  PASS THROUGH
 MT0849'GATE AND CONTINUE UP GRADE FOR 1.4 MILES TO THE SUMMIT OF HILL
 MT0849'AND TRACK ROAD RIGHT, NORTHERLY.  TURN RIGHT ON TRACK ROAD
 MT0849'AND GO 0.6 MILE TO THE SADDLE IN CREST OF RIDGE.  TURN RIGHT
 MT0849'AND DRIVE CROSS COUNTRY FOLLOWING THE CREST OF THE RIDGE FOR
 MT0849'0.9 MILE TO HIGHEST EASTERLY POINT AND STATION.
 MT0849'
 MT0849'THE MARK IS A STANDARD BRONZE DISK SET IN A BURIED BOULDER
 MT0849'PROJECTING ABOUT 6 INCHES, AND IS ON THE HIGHEST POINT.  IT
 MT0849'IS STAMPED BEAR PAW 1947.
 MT0849'
 MT0849'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET
 MT0849'IN A BOULDER FLUSH WITH THE GROUND SURFACE ABOUT 3 FEET
 MT0849'LOWER THAN THE STATION.  IT IS STAMPED BEAR PAW NO 1 1947.
 MT0849'
 MT0849'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET
 MT0849'IN A BOULDER PROJECTING ABOUT 8 INCHES AND IS ABOUT 1 FOOT
 MT0849'LOWER THAN THE STATION.  IT IS STAMPED BEAR PAW NO 2 1947.
 MT0849'
 MT0849'THE AZIMUTH MARK IS A STANDARD BRONZE BENCH MARK OF THE U.S.
 MT0849'GEOLOGICAL SURVEY SET IN OUTCROP PROJECTING ABOUT 1 FOOT AND
 MT0849'IS ABOUT 45 FEET WEST OF THE ROAD ON THE WAY TO THE STATION.
 MT0849'IT IS STAMPED H 13 1935.
 MT0849
 MT0849                          STATION RECOVERY (1956)
 MT0849
 MT0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MT0849'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND
 MT0849'IN GOOD CONDITION.
 MT0849
 MT0849                          STATION RECOVERY (1968)
 MT0849
 MT0849'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0849'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1108 ***********************************************************************
 FS1108  DESIGNATION -  BEATTY
 FS1108  PID         -  FS1108
 FS1108  STATE/COUNTY-  NV/CLARK
 FS1108  USGS QUAD   -  MT MANCHESTER (1983)
 FS1108
 FS1108                         *CURRENT SURVEY CONTROL
 FS1108  ___________________________________________________________________
 FS1108* NAD 83(1994)-  35 06 21.25297(N)    114 43 39.33645(W)     ADJUSTED  
 FS1108* NAVD 88     -       623.     (meters)    2044.     (feet)  SCALED    
 FS1108  ___________________________________________________________________
 FS1108  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 FS1108  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FS1108
 FS1108  HORZ ORDER  -  THIRD
 FS1108
 FS1108.The horizontal coordinates were established by classical geodetic methods
 FS1108.and adjusted by the National Geodetic Survey in June 1998..
 FS1108
 FS1108.The orthometric height was scaled from a topographic map.
 FS1108
 FS1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1108
 FS1108.The geoid height was determined by GEOID03.
 FS1108
 FS1108;                    North         East     Units Scale Factor Converg.
 FS1108;SPC NV E     - 8,039,814.777   278,011.332   MT  0.99997498   +0 29 31.7
 FS1108;SPC NV E     -26,377,292.31    912,108.85   sFT  0.99997498   +0 29 31.7
 FS1108;SPC CA 5     -   682,992.567 2,298,276.377   MT  0.99994125   +1 51 55.1
 FS1108;SPC CA 5     - 2,240,784.78  7,540,261.75   sFT  0.99994125   +1 51 55.1
 FS1108;UTM  11      - 3,887,150.172   707,111.872   MT  1.00012868   +1 18 26.3
 FS1108
 FS1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1108!SPC NV E     -   0.99990695  x   0.99997498  =   0.99988193
 FS1108!SPC CA 5     -   0.99990695  x   0.99994125  =   0.99984820
 FS1108!UTM  11      -   0.99990695  x   1.00012868  =   1.00003561
 FS1108
 FS1108                          SUPERSEDED SURVEY CONTROL
 FS1108
 FS1108  NAD 83(1992)-  35 06 21.25295(N)    114 43 39.33643(W) AD(1991.35) 3
 FS1108  NAD 83(1992)-  35 06 21.25255(N)    114 43 39.33634(W) AD(       ) 3
 FS1108  NAD 83(1986)-  35 06 21.26101(N)    114 43 39.33373(W) AD(       ) 3
 FS1108  NAD 27      -  35 06 21.29500(N)    114 43 36.47000(W) AD(       ) 3
 FS1108
 FS1108.Superseded values are not recommended for survey control.
 FS1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1108.See file dsdata.txt to determine how the superseded data were derived.
 FS1108
 FS1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU0711287150(NAD 83)
 FS1108_MARKER: H = DRILL HOLE
 FS1108_SETTING: 80 = SET IN A BOULDER
 FS1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1108+STABILITY: SURFACE MOTION
 FS1108
 FS1108  HISTORY     - Date     Condition        Report By
 FS1108  HISTORY     - 1898     MONUMENTED       CGS
 FS1108  HISTORY     - 1970     SEE DESCRIPTION  USGS
 FS1108
 FS1108                          STATION DESCRIPTION
 FS1108
 FS1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (CHS)
 FS1108'STATION IS ON A GRANITE KNOLL JUST NE OF THE ROAD LEADING OVER
 FS1108'AND ABOUT 3 MILES FROM THE SUMMIT.  MOST OF THE GRANITE HAS
 FS1108'DISINTEGRATED AND BECOME COARSE SAND.  MARKED BY A DRILL
 FS1108'HOLE IN A STONE.
 FS1108
 FS1108                          STATION RECOVERY (1970)
 FS1108
 FS1108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FS1108'STATION DESTROYED.  SEARCHED THE AREA AND FOUND A STONE LYING
 FS1108'ON THE GROUND WITH A DRILL HOLE IN IT AND AN OLD SIGNAL POLE
 FS1108'BESIDE IT.  THE STATION MARK WAS DESTROYED.
 FS1108'
 FS1108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION IS
 FS1108'ON A GRANITE KNOLL JUST NE OF THE ROAD LEADING OVER AND ABOUT
 FS1108'3 MILES FROM THE SUMMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0942 ***********************************************************************
 GS0942  DESIGNATION -  BEATTY
 GS0942  PID         -  GS0942
 GS0942  STATE/COUNTY-  NV/NYE
 GS0942  USGS QUAD   -  BEATTY (1987)
 GS0942
 GS0942                         *CURRENT SURVEY CONTROL
 GS0942  ___________________________________________________________________
 GS0942* NAD 83(1994)-  36 53 48.43345(N)    116 46 09.88760(W)     ADJUSTED  
 GS0942* NAVD 88     -      1169.6    (meters)    3837.     (feet)  VERTCON   
 GS0942  ___________________________________________________________________
 GS0942  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 GS0942  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 GS0942
 GS0942  HORZ ORDER  -  SECOND
 GS0942
 GS0942.The horizontal coordinates were established by classical geodetic methods
 GS0942.and adjusted by the National Geodetic Survey in June 1998..
 GS0942
 GS0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0942
 GS0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0942
 GS0942.The geoid height was determined by GEOID03.
 GS0942
 GS0942;                    North         East     Units Scale Factor Converg.
 GS0942;SPC NV C     - 6,238,179.527   490,842.925   MT  0.99990103   -0 03 42.1
 GS0942;SPC NV C     -20,466,427.33  1,610,373.83   sFT  0.99990103   -0 03 42.1
 GS0942;SPC CA 4     -   675,793.148 2,198,788.866   MT  0.99995191   +1 19 50.7
 GS0942;SPC CA 4     - 2,217,164.69  7,213,859.80   sFT  0.99995191   +1 19 50.7
 GS0942;UTM  11      - 4,083,447.544   520,544.418   MT  0.99960520   +0 08 18.4
 GS0942
 GS0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0942!SPC NV C     -   0.99982078  x   0.99990103  =   0.99972183
 GS0942!SPC CA 4     -   0.99982078  x   0.99995191  =   0.99977270
 GS0942!UTM  11      -   0.99982078  x   0.99960520  =   0.99942605
 GS0942
 GS0942:                Primary Azimuth Mark                     Grid Az
 GS0942:SPC NV C     -  BEATTY AZ MK                             022 39 19.4
 GS0942:SPC CA 4     -  BEATTY AZ MK                             021 15 46.6
 GS0942:UTM  11      -  BEATTY AZ MK                             022 27 18.9
 GS0942
 GS0942|---------------------------------------------------------------------|
 GS0942| PID    Reference Object                     Distance      Geod. Az  |
 GS0942|                                                           dddmmss.s |
 GS0942| CC5133 BEATTY AZ MK                                       0223537.3 |
 GS0942| CC5134 BEATTY RM 1                           4.138 METERS 13331     |
 GS0942| CC5135 BEATTY RM 2                           4.144 METERS 30302     |
 GS0942|---------------------------------------------------------------------|
 GS0942
 GS0942                          SUPERSEDED SURVEY CONTROL
 GS0942
 GS0942  NAD 83(1992)-  36 53 48.42128(N)    116 46 09.88854(W) AD(       ) 2
 GS0942  NAD 83(1986)-  36 53 48.41769(N)    116 46 09.89105(W) AD(       ) 2
 GS0942  NAD 27      -  36 53 48.60700(N)    116 46 06.68300(W) AD(       ) 2
 GS0942  NGVD 29 (07/19/86) 1168.7    (m)         3834.     (f) VERT ANG       
 GS0942
 GS0942.Superseded values are not recommended for survey control.
 GS0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0942.See file dsdata.txt to determine how the superseded data were derived.
 GS0942
 GS0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA2054483448(NAD 83)
 GS0942_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GS0942_SETTING: 66 = SET IN ROCK OUTCROP
 GS0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GS0942+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 GS0942
 GS0942  HISTORY     - Date     Condition        Report By
 GS0942  HISTORY     - 1949     MONUMENTED       CGS
 GS0942  HISTORY     - 20051029 GOOD             GIRL
 GS0942
 GS0942                          STATION DESCRIPTION
 GS0942
 GS0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0942'STATION IS ABOUT 1/2 MILE SOUTHWEST OF BEATTY BETWEEN U.S.
 GS0942'HIGHWAY 95 AND STATE HIGHWAY 58.  IT IS ON THE TOP OF THE
 GS0942'CENTER HILL IN A CLUSTER OF THREE HILLS.  THIS HILL IS THE
 GS0942'MOST IRREGULAR SHAPED OF THE THREE AND IS THE NEAREST ONE
 GS0942'TO THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 58.
 GS0942'THE STATION MARK IS EMBEDDED IN THE TOP OF A LARGE ROCK OUTCROP,
 GS0942'8 FEET SOUTH OF THE NORTH EDGE OF A LEDGE AND 10 FEET NORTH
 GS0942'OF THE SOUTH EDGE OF A LEDGE.  MARK IS STAMPED BEATTY 1949.
 GS0942'
 GS0942'REFERENCE MARK NO. 2 IS STAMPED BEATTY NO. 2 1949.  MARK IS
 GS0942'3 FEET BELOW THE STATION MARK.
 GS0942'
 GS0942'REFERENCE MARK NO. 1 IS STAMPED BEATTY NO. 1 1949.  MARK
 GS0942'IS 1/2 FOOT ABOVE THE STATION MARK.
 GS0942'
 GS0942'AZIMUTH MARK IS SET IN THE WEST EDGE OF A 20 BY 15 FOOT BOULDER
 GS0942'PROTRUDING 9 FEET ABOVE THE SURFACE OF THE GROUND.  IT IS
 GS0942'AT THE FOOT OF AND NORTHWEST SIDE OF THE STATION HILL.  THE
 GS0942'BOULDER IS THE ONLY ONE IN THAT VICINITY BETWEEN THE STATE
 GS0942'HIGHWAY AND THE BEATTY CEMETERY.  THE MARK IS STAMPED BEATTY
 GS0942'1949.
 GS0942'
 GS0942'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95,
 GS0942'AND STATE HIGHWAY 58 AT BEATTY, GO SOUTHWEST ON STATE HIGHWAY
 GS0942'58 FOR 0.5 MILE.  TURN OFF HIGHWAY AND TRAVEL CROSS COUNTRY
 GS0942'BEARING SOUTH TO THE NEAREST HILL TO A LARGE BOULDER AND
 GS0942'THE AZIMUTH MARK.  CONTINUE SOUTH, ENTERING DRAW AND END OF
 GS0942'TRUCK TRAVEL.  PACK 15 MINUTES SOUTHEAST UP DRAW ALONG THE
 GS0942'FOOT OF A ROCK OUTCROP TO THE SUMMIT AND STATION SITE.
 GS0942
 GS0942                          STATION RECOVERY (2005)
 GS0942
 GS0942'RECOVERY NOTE BY GIRL SCOUTS OF AMERICA 2005 (AA)
 GS0942'POOR CONDITION BEAT'N UP NUMBER 1 - 2 MARKERS WERE FOUND IN GOOD
 GS0942'SHAPE. GPS LISTED 36 53.803 / 116 46.163 AT 3850' PHOTO'S AT
 GS0942'WWW.GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0302 ***********************************************************************
 GS0302  DESIGNATION -  BEATTY AIR FIELD
 GS0302  PID         -  GS0302
 GS0302  STATE/COUNTY-  NV/NYE
 GS0302  USGS QUAD   -  GOLD CENTER (1988)
 GS0302
 GS0302                         *CURRENT SURVEY CONTROL
 GS0302  ___________________________________________________________________
 GS0302* NAD 83(1994)-  36 52 01.92534(N)    116 47 00.25805(W)     ADJUSTED  
 GS0302* NAVD 88     -       962.195  (meters)    3156.80   (feet)  POSTED    
 GS0302  ___________________________________________________________________
 GS0302  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GS0302  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 GS0302  DYNAMIC HT  -         961.210 (meters)    3153.57  (feet)  COMP
 GS0302  MODELED GRAV-     979,578.5   (mgal)                       NAVD 88
 GS0302
 GS0302  HORZ ORDER  -  SECOND
 GS0302  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GS0302
 GS0302.The horizontal coordinates were established by classical geodetic methods
 GS0302.and adjusted by the National Geodetic Survey in June 1998..
 GS0302
 GS0302.The orthometric height was determined by differential leveling
 GS0302.and adjusted by the National Geodetic Survey in 1992..
 GS0302.No vertical observational check was made to the station.
 GS0302.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GS0302.was located on a no-check spur therefore a value was not computed.
 GS0302
 GS0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0302
 GS0302.The geoid height was determined by GEOID03.
 GS0302
 GS0302.The dynamic height is computed by dividing the NAVD 88
 GS0302.geopotential number by the normal gravity value computed on the
 GS0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0302.degrees latitude (g = 980.6199 gals.).
 GS0302
 GS0302.The modeled gravity was interpolated from observed gravity values.
 GS0302
 GS0302;                    North         East     Units Scale Factor Converg.
 GS0302;SPC NV C     - 6,234,898.014   489,591.920   MT  0.99990133   -0 04 12.1
 GS0302;SPC NV C     -20,455,661.23  1,606,269.49   sFT  0.99990133   -0 04 12.1
 GS0302;SPC CA 4     -   672,482.040 2,197,617.914   MT  0.99994960   +1 19 20.6
 GS0302;SPC CA 4     - 2,206,301.49  7,210,018.11   sFT  0.99994960   +1 19 20.6
 GS0302;UTM  11      - 4,080,162.657   519,305.246   MT  0.99960459   +0 07 47.8
 GS0302
 GS0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0302!SPC NV C     -   0.99985333  x   0.99990133  =   0.99975468
 GS0302!SPC CA 4     -   0.99985333  x   0.99994960  =   0.99980294
 GS0302!UTM  11      -   0.99985333  x   0.99960459  =   0.99945798
 GS0302
 GS0302                          SUPERSEDED SURVEY CONTROL
 GS0302
 GS0302  NAD 83(1992)-  36 52 01.91372(N)    116 47 00.25873(W) AD(       ) 2
 GS0302  NAD 83(1986)-  36 52 01.91074(N)    116 47 00.26128(W) AD(       ) 2
 GS0302  NAD 27      -  36 52 02.09400(N)    116 46 57.05600(W) AD(       ) 2
 GS0302  NGVD 29 (??/??/??)  961.345  (m)         3154.01   (f) ADJUSTED    1 2
 GS0302
 GS0302.Superseded values are not recommended for survey control.
 GS0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0302.See file dsdata.txt to determine how the superseded data were derived.
 GS0302
 GS0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA1930580163(NAD 83)
 GS0302_MARKER: DS = TRIANGULATION STATION DISK
 GS0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0302_STAMPING: BEATTY AIR FIELD 1949
 GS0302_MARK LOGO: CGS   
 GS0302_PROJECTION: PROJECTING 15 CENTIMETERS
 GS0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0302+STABILITY: SURFACE MOTION
 GS0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GS0302+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 GS0302
 GS0302  HISTORY     - Date     Condition        Report By
 GS0302  HISTORY     - 1949     MONUMENTED       CGS
 GS0302  HISTORY     - 1952     SEE DESCRIPTION  CGS
 GS0302  HISTORY     - 1952     GOOD             NGS
 GS0302  HISTORY     - 1983     GOOD             NGS
 GS0302  HISTORY     - 20060627 GOOD             NGIA
 GS0302
 GS0302                          STATION DESCRIPTION
 GS0302
 GS0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0302'THE INTERSECTION STATION IS LOCATED AT THE BEATTY AIRFIELD
 GS0302'ABOUT 3 MILES SOUTHWEST OF BEATTY.  THE STATION IS AT THE
 GS0302'NORTH END OF THE NORTH-SOUTH RUNWAY AND AT THE NORTH EDGE
 GS0302'OF THE EAST-WEST RUNWAY.  THE MARK IS A STANDARD TRIANGULATION
 GS0302'DISK 14 FEET EAST OF THE EASTERLY OF TWO WINDSOCKS.  IT IS
 GS0302'SET IN A 1 BY 1 FOOT CONCRETE BLOCK PROJECTING 5 INCHES ABOVE
 GS0302'THE SURFACE OF THE GROUND.  IT IS STAMPED BEATTY AIRFIELD 1949.
 GS0302'
 GS0302'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 95 AND STATE
 GS0302'HIGHWAY 58 AT BEATTY, TRAVEL SOUTH ON U.S. HIGHWAY 95 FOR
 GS0302'3.5 MILES TO A TRACK ROAD WEST.  TAKE TRACK ROAD RIGHT FOR
 GS0302'0.15 MILE TO A FORK AND A SIGN CHLORIDE CLIFF, BEATTY.  TAKE
 GS0302'RIGHT FORK AND GO 0.35 MILE TO A CROSSROAD.  CONTINUE STRAIGHT
 GS0302'AHEAD FOR 0.9 MILE TO A Y FORK.  TURN LEFT AT FORK AND TRAVEL
 GS0302'0.5 MILE TO AN INVERSE Y FORK.  TURN LEFT AND GO 0.4 MILE TO
 GS0302'STATION SITE.
 GS0302
 GS0302                          STATION RECOVERY (1952)
 GS0302
 GS0302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 GS0302'2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 GS0302'AT BEATTY, THENCE 2.0 MILES SOUTHWEST ALONG A GRADED DIRT
 GS0302'ROAD, 251 FEET SOUTHEAST OF THE CENTER OF THE ENTRANCE TO
 GS0302'THE BEATTY AIRPORT, 330 FEET SOUTHEAST OF THE EAST LEG OF THE
 GS0302'BEACON TOWER, A TRIANGULATION STATION DISK SET IN THE TOP
 GS0302'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 GS0302'STAMPED BEATTY AIR FIELD 1949.
 GS0302
 GS0302                          STATION RECOVERY (1952)
 GS0302
 GS0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GS0302'4.2 MI S FROM BEATTY.
 GS0302'2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 GS0302'AT BEATTY, THENCE 2.0 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 GS0302'251 FEET SOUTHEAST OF THE CENTER OF THE ENTRANCE TO THE BEATTY
 GS0302'AIRPORT, 330 FEET SOUTHEAST OF THE EAST LEG OF THE BEACON TOWER,
 GS0302'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 GS0302'THE GROUND.
 GS0302
 GS0302                          STATION RECOVERY (1983)
 GS0302
 GS0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0302'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO THIS SURVEY.  NEW
 GS0302'DESCRIPTION FOLLOWS.  4.65 KM (2.9 MI) SOUTHEAST ALONG US HIGHWAY 95
 GS0302'FROM THE JUNCTION OF STATE HIGHWAY 374 IN BEATTY, THENCE 2.45 KM
 GS0302'(1.55 MI) WEST ALONG A DIRT ROAD, AT THE ENTRANCE TO THE BEATTY AIR
 GS0302'FIELD, 69.8 METERS (229 FT) SOUTH OF THE CENTER OF A DIRT ROAD,
 GS0302'100.6 METERS (330 FT) SOUTHEAST OF THE SOUTHEAST LEG OF THE BEACON
 GS0302'TOWER.
 GS0302'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 GS0302'THE MARK IS ABOVE LEVEL WITH THE DIRT ROAD.
 GS0302
 GS0302                          STATION RECOVERY (2006)
 GS0302
 GS0302'RECOVERY NOTE BY NATIONAL GEOSPATIAL INTELL AGY 2006 (BT)
 GS0302'TO REACH FROM U.S. HWY 95, GO WEST ON A PAVED ROAD FOR 1.4 MILES TO A
 GS0302'DIRT ROAD ON THE LEFT.  TURN LEFT (SOUTH), ONTO THE DIRT ROAD, THEN
 GS0302'IMMEDIATE RIGHT TURN (WEST) ALONG AN OLD FENCE LINE.  GO 0.1 MILE TO A
 GS0302'DIRT TRACK ON THE LEFT.  TURN LEFT (SOUTH) AND GO ABOUT 200 FEET TO
 GS0302'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4047 ***********************************************************************
 DG4047  DESIGNATION -  BEATTY HIGH SCHOOL CENTER OF POPULATION
 DG4047  PID         -  DG4047
 DG4047  STATE/COUNTY-  NV/NYE
 DG4047  USGS QUAD   -  BEATTY (1987)
 DG4047
 DG4047                         *CURRENT SURVEY CONTROL
 DG4047  ___________________________________________________________________
 DG4047* NAD 83(1999)-  36 54 03.73727(N)    116 45 25.41158(W)     ADJUSTED  
 DG4047* NAVD 88     -      1000.5    (meters)    3282.     (feet)  GPS OBS   
 DG4047  ___________________________________________________________________
 DG4047  EPOCH DATE  -        1999.37
 DG4047  X           -  -2,299,382.527 (meters)                     COMP
 DG4047  Y           -  -4,560,493.371 (meters)                     COMP
 DG4047  Z           -   3,809,200.731 (meters)                     COMP
 DG4047  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DG4047  ELLIP HEIGHT-         973.06  (meters)          (01/14/04) GPS OBS
 DG4047  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DG4047
 DG4047  HORZ ORDER  -  B
 DG4047  ELLP ORDER  -  THIRD     CLASS II
 DG4047
 DG4047.The horizontal coordinates were established by GPS observations
 DG4047.and adjusted by the National Geodetic Survey in January 2004..
 DG4047.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4047.DATUM ITEM on the data sheet items page.
 DG4047.The horizontal coordinates are valid at the epoch date displayed above.
 DG4047.The epoch date for horizontal control is a decimal equivalence
 DG4047.of Year/Month/Day.
 DG4047
 DG4047.The orthometric height was determined by GPS observations and a
 DG4047.high-resolution geoid model.
 DG4047
 DG4047.Photographs are available for this station.
 DG4047
 DG4047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4047
 DG4047.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4047
 DG4047.The ellipsoidal height was determined by GPS observations
 DG4047.and is referenced to NAD 83.
 DG4047
 DG4047.The geoid height was determined by GEOID03.
 DG4047
 DG4047;                    North         East     Units Scale Factor Converg.
 DG4047;SPC NV C     - 6,238,650.130   491,944.437   MT  0.99990080   -0 03 15.4
 DG4047;SPC NV C     -20,467,971.30  1,613,987.71   sFT  0.99990080   -0 03 15.4
 DG4047;UTM  11      - 4,083,921.852   521,643.955   MT  0.99960577   +0 08 45.1
 DG4047
 DG4047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4047!SPC NV C     -   0.99984732  x   0.99990080  =   0.99974813
 DG4047!UTM  11      -   0.99984732  x   0.99960577  =   0.99945315
 DG4047
 DG4047                          SUPERSEDED SURVEY CONTROL
 DG4047
 DG4047.No superseded survey control is available for this station.
 DG4047
 DG4047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA2164483922(NAD 83)
 DG4047_MARKER: DD = SURVEY DISK
 DG4047_SETTING: 0 = UNSPECIFIED SETTING
 DG4047_MARK LOGO: NONE  
 DG4047_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG4047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4047+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG4047
 DG4047  HISTORY     - Date     Condition        Report By
 DG4047  HISTORY     - 2003     MONUMENTED       NGS
 DG4047
 DG4047                          STATION DESCRIPTION
 DG4047
 DG4047'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DG4047'THIS MARK IS THE CENTER OF POPULATION FOR NEVADA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1003 ***********************************************************************
 JR1003  DESIGNATION -  BEAUTY PEAK RESET
 JR1003  PID         -  JR1003
 JR1003  STATE/COUNTY-  NV/MINERAL
 JR1003  USGS QUAD   -  AURORA (1989)
 JR1003
 JR1003                         *CURRENT SURVEY CONTROL
 JR1003  ___________________________________________________________________
 JR1003* NAD 83(1994)-  38 17 12.54922(N)    118 58 30.30445(W)     ADJUSTED  
 JR1003* NAVD 88     -      2750.2    (meters)    9023.     (feet)  VERTCON   
 JR1003  ___________________________________________________________________
 JR1003  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 JR1003  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 JR1003
 JR1003  HORZ ORDER  -  SECOND
 JR1003
 JR1003.The horizontal coordinates were established by classical geodetic methods
 JR1003.and adjusted by the National Geodetic Survey in June 1998..
 JR1003
 JR1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1003
 JR1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1003
 JR1003.The geoid height was determined by GEOID03.
 JR1003
 JR1003;                    North         East     Units Scale Factor Converg.
 JR1003;SPC NV W     - 4,392,509.738   765,729.335   MT  0.99991446   -0 14 33.8
 JR1003;SPC NV W     -14,411,092.37  2,512,230.33   sFT  0.99991446   -0 14 33.8
 JR1003;SPC CA 3     -   699,394.886 2,133,404.209   MT  0.99997282   +0 56 01.0
 JR1003;SPC CA 3     - 2,294,598.06  6,999,343.64   sFT  0.99997282   +0 56 01.0
 JR1003;UTM  11      - 4,239,484.119   327,262.384   MT  0.99996748   -1 13 26.6
 JR1003
 JR1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1003!SPC NV W     -   0.99957250  x   0.99991446  =   0.99948699
 JR1003!SPC CA 3     -   0.99957250  x   0.99997282  =   0.99954533
 JR1003!UTM  11      -   0.99957250  x   0.99996748  =   0.99953999
 JR1003
 JR1003:                Primary Azimuth Mark                     Grid Az
 JR1003:SPC NV W     -  MOUNT GRANT HIGHEST PEAK                 027 23 12.6
 JR1003:SPC CA 3     -  MOUNT GRANT HIGHEST PEAK                 026 12 37.8
 JR1003:UTM  11      -  MOUNT GRANT HIGHEST PEAK                 028 22 05.4
 JR1003
 JR1003|---------------------------------------------------------------------|
 JR1003| PID    Reference Object                     Distance      Geod. Az  |
 JR1003|                                                           dddmmss.s |
 JR1003| JR1053 MOUNT GRANT HIGHEST PEAK            APPROX.35.2 KM 0270838.8 |
 JR1003| DA8714 BEAUTY PEAK RM 1                     10.820 METERS 08650     |
 JR1003| JR1008 HUMBOLDT STACK                      APPROX. 7.5 KM 0872925.1 |
 JR1003| JR1007 DEL MONTE STACK                     APPROX. 7.2 KM 0931422.8 |
 JR1003| JR0995 AURORA PEAK                         APPROX.10.1 KM 0954504.3 |
 JR1003| JR1005 BOUNDARY MON 40 RESET CA NV         156.912 METERS 15203     |
 JR1003| JR1006 T 40                                183.575 METERS 15739     |
 JR1003| DA8715 BEAUTY PEAK RM 2                     10.930 METERS 22302     |
 JR1003| JR1094 VON SCHMIDT 278 MI POST             APPROX. 5.5 KM 3124551.1 |
 JR1003|---------------------------------------------------------------------|
 JR1003
 JR1003                          SUPERSEDED SURVEY CONTROL
 JR1003
 JR1003  NAD 83(1992)-  38 17 12.54898(N)    118 58 30.30428(W) AD(       ) 2
 JR1003  NAD 83(1986)-  38 17 12.53853(N)    118 58 30.29955(W) AD(       ) 2
 JR1003  NAD 27      -  38 17 12.81500(N)    118 58 26.77600(W) AD(       ) 2
 JR1003  NGVD 29 (03/15/94) 2748.7    (m)         9018.     (f) VERT ANG       
 JR1003
 JR1003.Superseded values are not recommended for survey control.
 JR1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1003.See file dsdata.txt to determine how the superseded data were derived.
 JR1003
 JR1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC2726239484(NAD 83)
 JR1003_MARKER: Z = SEE DESCRIPTION
 JR1003_SETTING: 80 = SET IN A BOULDER
 JR1003_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JR1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1003
 JR1003  HISTORY     - Date     Condition        Report By
 JR1003  HISTORY     - 1894     MONUMENTED       CGS
 JR1003  HISTORY     - 1934     SEE DESCRIPTION  CGS
 JR1003  HISTORY     - 1940     GOOD             USFS
 JR1003  HISTORY     - 1955     GOOD             USGS
 JR1003  HISTORY     - 1957     GOOD             USGS
 JR1003
 JR1003                          STATION DESCRIPTION
 JR1003
 JR1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (CHS)
 JR1003'THIS STATION IS LOCATED ON THE SUMMIT OF BEAUTY PEAK, A
 JR1003'SYMMETRICALLY SHAPED MOUNTAIN RISING FROM THE TABLE-LAND N
 JR1003'OF BODIE CREEK.
 JR1003'
 JR1003'IT IS ABOUT A MILE AND A HALF NW OF BODIE CREEK AND ABOUT 3
 JR1003'MILES E OF GREGORYS RANCH.  THE FORMATION OF THIS PEAK IS ALMOST
 JR1003'PURE LAVA ROCK AND VERY LITTLE VEGETATION EXCEPT SCATTERING
 JR1003'SAGEBRUSH IS GROWING UPON ITS SIDES.  STATION IS MARKED BY
 JR1003'HOLE DRILLED IN THE LAVA ROCK, A POLE WAS ERECTED OVER THIS,
 JR1003'AND A LAVA CAIRN BUILT AROUND POLE.
 JR1003'
 JR1003'STATION IS REACHED MOST READILY FROM GREGORYS RANCH BY FOLLOWING
 JR1003'A TRAIL E 2 MILES TO TOP OF TABLE-LAND, THENCE A MILE TO FOOT
 JR1003'OF PEAK AND THENCE UP SIDE OF PEAK TO STATION.
 JR1003'
 JR1003'THE ROAD FROM GREGORYS RANCH TO BODIE PASSES A MILE S OF PEAK.
 JR1003
 JR1003                          STATION RECOVERY (1934)
 JR1003
 JR1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CP)
 JR1003'APPROXIMATELY 6.0 MILES (AIR LINE) NNE OF TOWN OF BODIE,
 JR1003'CALIFORNIA, ABOUT 1-1/4 MILES W OF ROAD FROM BODIE TO FLETCHERS
 JR1003'RANCH, ON THE N END OF PROMINENT FLAT-TOPPED PEAK, A BROWN
 JR1003'COLORED PEAK RISING FROM TABLE-LAND E OF BODIE AND NW OF BODIE
 JR1003'CREEK, A 4-FOOT CAIRN WAS FOUND WITH ROUGH POLE IN ITS CENTER.
 JR1003'NO DRILL HOLE WAS FOUND UNDER THE FOOT OF THE POLE AND OUR
 JR1003'STATION WAS SET DIRECTLY BENEATH POLE FOUND HERE, AND ASSUMED
 JR1003'TO BE OLD STATION BEAUTY PEAK.  A NEW STATION MARK AND 2 NEW
 JR1003'REFERENCE MARKS WERE ESTABLISHED.  STANDARD DISKS WEDGED IN
 JR1003'DRILL HOLES IN BOULDERS.
 JR1003'
 JR1003'BEST REACHED FROM OLD MINING TOWN OF BODIE, CALIFORNIA BY TAKING
 JR1003'ROAD NE TOWARD FLETCHERS RANCH FOR 5.3 MILES, TURN LEFT AND FOLLOW
 JR1003'ROAD ALONG FENCE LINE FOR 0.4 MILE, PASS THROUGH GATE HERE
 JR1003'AND TAKE ROUGH ROAD UPHILL FOR 0.3 MILE TO ANOTHER GATE, CONTINUE
 JR1003'UPHILL FOR 1.9 MILES, TURN RIGHT OFF ROAD ACROSS COUNTRY FOR
 JR1003'0.1 MILE, ABOUT 30 MINUTES PACK FROM HERE TO SUMMIT.
 JR1003
 JR1003                          STATION RECOVERY (1940)
 JR1003
 JR1003'RECOVERY NOTE BY US FOREST SERVICE 1940
 JR1003'RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARKS
 JR1003'FOUND IN GOOD CONDITION.
 JR1003
 JR1003                          STATION RECOVERY (1955)
 JR1003
 JR1003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JR1003'RECOVERED AS DESCRIBED BY CGS.
 JR1003
 JR1003                          STATION RECOVERY (1957)
 JR1003
 JR1003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JR1003'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0464 ***********************************************************************
 MU0464  DESIGNATION -  BEAVER
 MU0464  PID         -  MU0464
 MU0464  STATE/COUNTY-  NV/ELKO
 MU0464  USGS QUAD   -  BEAVER PEAK (1970)
 MU0464
 MU0464                         *CURRENT SURVEY CONTROL
 MU0464  ___________________________________________________________________
 MU0464* NAD 83(1994)-  41 04 33.19743(N)    116 15 15.37111(W)     ADJUSTED  
 MU0464* NAVD 88     -      2680.8    (meters)    8795.     (feet)  VERTCON   
 MU0464  ___________________________________________________________________
 MU0464  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 MU0464  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 MU0464
 MU0464  HORZ ORDER  -  FIRST
 MU0464
 MU0464.The horizontal coordinates were established by classical geodetic methods
 MU0464.and adjusted by the National Geodetic Survey in June 1998..
 MU0464
 MU0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0464
 MU0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0464
 MU0464.The geoid height was determined by GEOID03.
 MU0464
 MU0464;                    North         East     Units Scale Factor Converg.
 MU0464;SPC NV E     - 8,702,289.382   143,620.895   MT  0.99993911   -0 26 27.1
 MU0464;SPC NV E     -28,550,761.08    471,196.22   sFT  0.99993911   -0 26 27.1
 MU0464;UTM  11      - 4,547,449.301   562,645.311   MT  0.99964830   +0 29 24.0
 MU0464
 MU0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0464!SPC NV E     -   0.99958256  x   0.99993911  =   0.99952169
 MU0464!UTM  11      -   0.99958256  x   0.99964830  =   0.99923100
 MU0464
 MU0464|---------------------------------------------------------------------|
 MU0464| PID    Reference Object                     Distance      Geod. Az  |
 MU0464|                                                           dddmmss.s |
 MU0464| DD5352 BEAVER RM 1                          13.561 METERS 00959     |
 MU0464| DD5351 BEAVER AZ MK                                       0295357.1 |
 MU0464| DD5353 BEAVER RM 2                           6.602 METERS 16446     |
 MU0464|---------------------------------------------------------------------|
 MU0464
 MU0464                          SUPERSEDED SURVEY CONTROL
 MU0464
 MU0464  NAD 83(1986)-  41 04 33.20047(N)    116 15 15.36164(W) AD(       ) 1
 MU0464  NAD 27      -  41 04 33.52200(N)    116 15 12.04800(W) AD(       ) 1
 MU0464  NGVD 29 (11/08/90) 2679.5    (m)         8791.     (f) VERT ANG       
 MU0464
 MU0464.Superseded values are not recommended for survey control.
 MU0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0464.See file dsdata.txt to determine how the superseded data were derived.
 MU0464
 MU0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF6264547449(NAD 83)
 MU0464_MARKER: DS = TRIANGULATION STATION DISK
 MU0464_SETTING: 66 = SET IN ROCK OUTCROP
 MU0464
 MU0464  HISTORY     - Date     Condition        Report By
 MU0464  HISTORY     - 1940     MONUMENTED       CGS
 MU0464
 MU0464                          STATION DESCRIPTION
 MU0464
 MU0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MU0464'STATION IS ABOUT 30 MILES NW OF ELKO, 15 MILES SSW OF TUSCARORA,
 MU0464'ON THE SUMMIT OF A GRASS COVERED PEAK, WHICH IS THE HIGHEST
 MU0464'POINT OF THE DIVIDE BETWEEN BOULDER VALLEY TO THE W AND MAGGIE
 MU0464'CREEK TO THE E.  IT IS LOCALLY KNOWN AS BEAVER PEAK.
 MU0464'
 MU0464'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 MU0464'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 MU0464'
 MU0464'AZIMUTH MARK IS LOCATED ABOUT 1.0 MILE, AIRLINE, NNE OF THE
 MU0464'STATION, AND ON THE ROUTE TO THE STATION.  IT IS ABOUT IN THE
 MU0464'CENTER OF THE HEAD OF THE CANYON TO THE W OF THE DIVIDE
 MU0464'MENTIONED ABOVE, ON THE E SIDE OF A FLAT PLACE IN THE MAIN
 MU0464'RIDGE ABOUT 200 YARDS N OF A LIGHT-COLORED KNOLL, AND 20 FEET
 MU0464'W OF THE E BREAK OF THE RIDGE.
 MU0464'
 MU0464'STATION IS REACHED FROM THE INTERSECTION OF 8TH STREET AND
 MU0464'U.S. HIGHWAY 40, IN THE N EDGE OF CARLIN, BY GOING NORTHEASTERLY
 MU0464'ON U.S. HIGHWAY 40, 0.5 MILE TO SIDE ROAD, LEFT, AND SIGN
 MU0464'LYNN 28.  THIS IS AT AN AUTO JUNK YARD ON THE N SIDE OF U.S.
 MU0464'HIGHWAY 40 AND IS N OF THE RAILROAD ICING SHED.  TURN LEFT
 MU0464'ON THE GRADED, GRAVEL ROAD AND GO NORTHERLY 24 MILES TO THE
 MU0464'RED HOUSE RANCH (HOUSE IS PAINTED RED), CONTINUE N ON THE
 MU0464'MAIN-TRAVELED ROAD 3.75 MILES TO A TRACK ROAD LEADING LEFT,
 MU0464'JUST BEFORE REACHING THE WOODEN BRIDGE ACROSS BEAVER CREEK,
 MU0464'TURN LEFT AND FOLLOW THE TRACK ROAD UP BEAVER CREEK, KEEPING
 MU0464'TO THE SW SIDE OF THE WASH, FOR 3.2 MILES TO THE END OF ROAD.
 MU0464'TRUCK CAN BE DRIVEN FURTHER BY DRIVING IN THE BED OF THE
 MU0464'STREAM AS FAR AS POSSIBLE, THEN TAKING TO THE LEFT BANK AND
 MU0464'CONTINUE TO THE FORK OF THE MAIN CANYON, A DISTANCE OF 2.1
 MU0464'MILES.  FROM HERE, PACK UP THE LEFT FORK TO ITS HEAD AND
 MU0464'A DIVIDE, THENCE RIGHT, GOING WESTERLY, TO THE TOP OF THE
 MU0464'MAIN RIDGE, THEN LEFT TO THE HIGHEST POINT AND STATION.
 MU0464'THERE MAY BE A SHORTER ROUTE TO THE STATION BY GOING UP
 MU0464'COYOTE CREEK.  THIS WOULD APPROACH THE STATION FROM S.  THE
 MU0464'ROUTE WOULD BE TO DRIVE UP COYOTE CREEK TO THE END OF THE
 MU0464'ROAD, AND PACK NORTHERLY ON TRAIL TO STATION.  THIS
 MU0464'APPROACH TO THE STATION WAS NOT TRIED, BUT IT WAS STATED
 MU0464'BY THE NATIVES THAT IT WOULD BE A BETTER AND SHORTER
 MU0464'ROUTE.
 MU0464'
 MU0464'A 5-HOUR PACK FROM THE END OF TRUCK TRAVEL AT THE END OF THE
 MU0464'3.2 MILEAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0357 ***********************************************************************
 KP0357  DESIGNATION -  BECKY POINT
 KP0357  PID         -  KP0357
 KP0357  STATE/COUNTY-  NV/WHITE PINE
 KP0357  USGS QUAD   -  BECKY PEAK (1982)
 KP0357
 KP0357                         *CURRENT SURVEY CONTROL
 KP0357  ___________________________________________________________________
 KP0357* NAD 83(1994)-  39 59 44.62587(N)    114 36 24.90472(W)     ADJUSTED  
 KP0357* NAVD 88     -      2732.2    (meters)    8964.     (feet)  VERTCON   
 KP0357  ___________________________________________________________________
 KP0357  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 KP0357  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 KP0357
 KP0357  HORZ ORDER  -  FIRST
 KP0357
 KP0357.The horizontal coordinates were established by classical geodetic methods
 KP0357.and adjusted by the National Geodetic Survey in June 1998..
 KP0357
 KP0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0357
 KP0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0357
 KP0357.The geoid height was determined by GEOID03.
 KP0357
 KP0357;                    North         East     Units Scale Factor Converg.
 KP0357;SPC NV E     - 8,582,594.947   283,377.439   MT  0.99998555   +0 37 39.4
 KP0357;SPC NV E     -28,158,063.59    929,714.15   sFT  0.99998555   +0 37 39.4
 KP0357;UTM  11      - 4,430,026.263   704,295.935   MT  1.00011383   +1 32 19.1
 KP0357
 KP0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0357!SPC NV E     -   0.99957455  x   0.99998555  =   0.99956011
 KP0357!UTM  11      -   0.99957455  x   1.00011383  =   0.99968833
 KP0357
 KP0357:                Primary Azimuth Mark                     Grid Az
 KP0357:SPC NV E     -  EASY                                     236 22 59.2
 KP0357:UTM  11      -  EASY                                     235 28 19.5
 KP0357
 KP0357|---------------------------------------------------------------------|
 KP0357| PID    Reference Object                     Distance      Geod. Az  |
 KP0357|                                                           dddmmss.s |
 KP0357| KP0361 EASY                                APPROX. 9.6 KM 2370038.6 |
 KP0357| DD5355 BECKY POINT RM 2                      5.635 METERS 26157     |
 KP0357| DC9900 CAIRN 2 MI N                                       3555836.4 |
 KP0357| DD5354 BECKY POINT RM 1                      3.168 METERS 35638     |
 KP0357|---------------------------------------------------------------------|
 KP0357
 KP0357                          SUPERSEDED SURVEY CONTROL
 KP0357
 KP0357  NAD 83(1994)-  39 59 44.62519(N)    114 36 24.90428(W) AD(       ) 1
 KP0357  NAD 83(1986)-  39 59 44.62084(N)    114 36 24.90436(W) AD(       ) 1
 KP0357  NAD 27      -  39 59 44.85924(N)    114 36 21.83282(W) AD(       ) 1
 KP0357  NGVD 29 (07/19/86) 2730.9    (m)         8960.     (f) VERT ANG       
 KP0357
 KP0357.Superseded values are not recommended for survey control.
 KP0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0357.See file dsdata.txt to determine how the superseded data were derived.
 KP0357
 KP0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQE0429630026(NAD 83)
 KP0357_MARKER: DS = TRIANGULATION STATION DISK
 KP0357_SETTING: 66 = SET IN ROCK OUTCROP
 KP0357
 KP0357  HISTORY     - Date     Condition        Report By
 KP0357  HISTORY     - 1944     MONUMENTED       CGS
 KP0357  HISTORY     - 1965     GOOD             CGS
 KP0357  HISTORY     - 1967     GOOD             CGS
 KP0357
 KP0357                          STATION DESCRIPTION
 KP0357
 KP0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 KP0357'STATION IS LOCATED ABOUT 15 MILES (AIR LINE) NNE OF SCHELLBOURNE,
 KP0357'ABOUT 3 MILES (AIR LINE) S OF THE STANDARD SERVICE STATION AT
 KP0357'LAGE, ON A LOW BARE-TOPPED PEAK AT THE N END OF SHELL CREEK
 KP0357'RANGE.  IT LIES ABOUT 1.5 MILES N OF BECKY PEAK, THE HIGHEST
 KP0357'MOUNTAIN AT THE N END OF THE RANGE.
 KP0357'
 KP0357'STATION MARK IS A BRONZE STATION DISK SET FLUSH IN OUTCROPPING
 KP0357'BEDROCK AND IS STAMPED BECKY POINT 1944.  IT IS 35 FEET W OF
 KP0357'THE HIGHEST POINT ON HILL AND 3 FEET S OF THE N RIM.
 KP0357'
 KP0357'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 KP0357'BEDROCK FLUSH WITH THE GROUND.  IT IS 3 FEET LOWER IN ELEVATION
 KP0357'THAN THE STATION MARK AND IS STAMPED BECKY POINT NO 1 1944.
 KP0357'
 KP0357'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 KP0357'BEDROCK AND IS STAMPED BECKY POINT NO 2 1944.
 KP0357'
 KP0357'AZIMUTH MARK IS A ROCK CAIRN 18 INCHES SQUARE AND 4 FEET HIGH.
 KP0357'IT IS LOCATED ON A LOW RED-COLORED HILL ABOUT 2 MILES N OF
 KP0357'THE STATION AND ABOUT 1 MILE S OF THE STANDARD SERVICE STATION
 KP0357'AT LAGE.
 KP0357'
 KP0357'TO REACH STATION FROM THE STANDARD SERVICE STATION AT LAGE,
 KP0357'GO S ON U.S. HIGHWAY 50 FOR 4.2 MILES TO A TRACK ROAD ON LEFT
 KP0357'ABOUT 200 FEET S OF A DIP SIGN.  TURN LEFT AND DRIVE E ON MAIN
 KP0357'TRACK ROAD FOR 2.3 MILES TO THE END OF THE ROAD.  FROM HERE
 KP0357'PACK N ACROSS DRAINAGE FOR ABOUT 1.0 MILE TO THE S BASE
 KP0357'OF A LONE BARE-TOPPED PEAK.  CLIMB ALONG STEEP CREST OF RIDGE
 KP0357'FOR ABOUT 1/2 MILE, TURN RIGHT AND CONTINUE ALONG RIDGE TOP E
 KP0357'FOR ABOUT 1/2 MILE TO SUMMIT OF LOW PEAK.  FROM HERE GO N
 KP0357'ALONG BARE-TOPPED RIDGE FOR ABOUT 300 YARDS TO HIGHEST
 KP0357'POINT AND STATION.
 KP0357'
 KP0357'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 KP0357
 KP0357                          STATION RECOVERY (1965)
 KP0357
 KP0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KP0357'STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND
 KP0357'IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 AND 2
 KP0357'DID NOT CHECK WITH ORIGINAL DESCRIPTION.  THE DIRECTION TO
 KP0357'REFERENCE MARKS 1 AND 2 CHECKED.  TRIANGULATION STATION EASY
 KP0357'MAY BE USED FOR AN AZIMUTH MARK.  DUE TO A NEW TO REACH A
 KP0357'COMPLETE NEW DESCRIPTION FOLLOWS.
 KP0357'
 KP0357'STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF CURRIE, ABOUT
 KP0357'5 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAYS 93 AND ALTERNATE
 KP0357'50, ABOUT 20 MILES NORTHEAST OF CHERRY CREEK, ABOUT 4 MILES
 KP0357'EAST OF U.S. HIGHWAY 93 AND ON A LOW BARE-TOPPED PEAK AT NORTH
 KP0357'END OF SHELL CREEK RANGE.  (STATION HILL IS ABOUT 1-1/2 MILES
 KP0357'NORTH OF BECKY POINT.)
 KP0357'
 KP0357'STATION MARK, A STANDARD DISK STAMPED BECKY POINT 1944, IS SET
 KP0357'IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT FLUSH WITH THE
 KP0357'GENERAL AREA.  THE MARK IS 35 FEET WEST OF HIGHEST POINT OF
 KP0357'HILL, ABOUT 3 FEET SOUTH OF NORTH RIM OF HILL AND 5 FEET NORTH
 KP0357'OF CAIRN.
 KP0357'
 KP0357'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED BECKY
 KP0357'POINT NO 1 1944, IS SET IN A DRILL HOLE IN BEDROCK ON A SLANT
 KP0357'NORTHEAST OF STATION, 16.5 FEET NORTH OF A CAIRN AND 35 FEET
 KP0357'NORTHWEST OF HIGHEST POINT OF HILL.
 KP0357'
 KP0357'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED BECKY POINT
 KP0357'NO 2 1944, IS SET IN A DRILL HOLE IN BEDROCK WEST OF STATION.
 KP0357'THE MARK IS ABOUT 20 FEET WEST OF CAIRN AND 2.5 FEET LOWER IN
 KP0357'ELEVATION THAN THE STATION.
 KP0357'
 KP0357'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 93
 KP0357'AND ALTERNATE 50, ABOUT 16 MILES SOUTH-SOUTHEAST OF CURRIE,
 KP0357'GO SOUTH ON OLD HIGHWAY A SIGN ROAD NOT MAINTAINED TRAVEL AT
 KP0357'OWN RISK, FOR 0.6 MILE TO A T-ROAD JUNCTION, TURN RIGHT AND
 KP0357'GO SOUTH ON OLD HIGHWAY FOR 1.75 MILES TO TRACK SIDE ROAD LEFT,
 KP0357'TURN LEFT AND GO SOUTH ON TRACK ROAD FOR 0.8 MILE TO A FORK,
 KP0357'TAKE LEFT FORK AND GO 0.3 MILE TO A CROSSROAD, TURN LEFT AND
 KP0357'GO EAST THEN SOUTH ON MAIN TRACK ROAD UP DRAW FOR 1.9 MILES
 KP0357'TO A DIM FORK, JUST AFTER TURNING RIGHT UP OUT OF WASH, TAKE
 KP0357'THE RIGHT FORK AND CONTINUE SOUTHERLY UP CANYON ON DIM TRACK
 KP0357'ROAD FOR 1.15 MILES TO END OF TRUCK TRAVEL WITH A 2-WHEEL
 KP0357'DRIVE, A 4-WHEEL DRIVE CAN CONTINUE UP TRACK ROAD FOR 0.25 MILE
 KP0357'TO TOP OF RIDGE AT HEAD OF CANYON.  FROM HERE PACK
 KP0357'WESTERLY UP STEEP RIDGE FOR 1/2 MILE TO WHERE RIDGE LEVELS
 KP0357'OFF, CONTINUE WESTERLY TO HIGHEST POINT OF HILL AND
 KP0357'STATION.  (THIS IS ABOUT 1-1/2 HOUR PACK.)
 KP0357'
 KP0357'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KP0357'
 KP0357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 KP0357'SOUTHEAST OF CURRIE
 KP0357
 KP0357                          STATION RECOVERY (1967)
 KP0357
 KP0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0357'STATION WAS RECOVERED AS DESCRIBED IN THE 1965 DESCRIPTION
 KP0357'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THIS STATION
 KP0357'WAS USED FOR CHECK ANGLE ONLY AND WAS NOT OCCUPIED.  THE 1965
 KP0357'DESCRIPTION IS ADEQUATE.
 KP0357'
 KP0357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 15 MILES
 KP0357'NNE OF SCHELLBOURNE AND 3 MILES S OF THE SINCLAIR SERVICE STATION
 KP0357'AT LAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0659 ***********************************************************************
 LS0659  DESIGNATION -  BEDS
 LS0659  PID         -  LS0659
 LS0659  STATE/COUNTY-  NV/PERSHING
 LS0659  USGS QUAD   -  SEVEN TROUGHS NW (1982)
 LS0659
 LS0659                         *CURRENT SURVEY CONTROL
 LS0659  ___________________________________________________________________
 LS0659* NAD 83(1994)-  40 29 23.22375(N)    118 59 18.55621(W)     ADJUSTED  
 LS0659* NAVD 88     -      1983.0    (meters)    6506.     (feet)  VERTCON   
 LS0659  ___________________________________________________________________
 LS0659  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 LS0659  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 LS0659
 LS0659  HORZ ORDER  -  THIRD
 LS0659
 LS0659.The horizontal coordinates were established by classical geodetic methods
 LS0659.and adjusted by the National Geodetic Survey in June 1998..
 LS0659
 LS0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0659
 LS0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0659
 LS0659.The geoid height was determined by GEOID03.
 LS0659
 LS0659;                    North         East     Units Scale Factor Converg.
 LS0659;SPC NV W     - 4,637,071.180   765,654.139   MT  0.99991452   -0 15 47.1
 LS0659;SPC NV W     -15,213,457.70  2,511,983.62   sFT  0.99991452   -0 15 47.1
 LS0659;UTM  11      - 4,484,020.034   331,476.827   MT  0.99994959   -1 17 29.2
 LS0659
 LS0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0659!SPC NV W     -   0.99969255  x   0.99991452  =   0.99960710
 LS0659!UTM  11      -   0.99969255  x   0.99994959  =   0.99964216
 LS0659
 LS0659                          SUPERSEDED SURVEY CONTROL
 LS0659
 LS0659  NAD 83(1986)-  40 29 23.22781(N)    118 59 18.56051(W) AD(       ) 3
 LS0659  NGVD 29 (10/14/92) 1982.0    (m)         6503.     (f) VERT ANG       
 LS0659
 LS0659.Superseded values are not recommended for survey control.
 LS0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0659.See file dsdata.txt to determine how the superseded data were derived.
 LS0659
 LS0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE3147784020(NAD 83)
 LS0659_MARKER: DB = BENCH MARK DISK
 LS0659_SETTING: 66 = SET IN ROCK OUTCROP
 LS0659_SP_SET: SET IN ROCK OUTCROP
 LS0659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LS0659+STABILITY: POSITION/ELEVATION WELL
 LS0659
 LS0659  HISTORY     - Date     Condition        Report By
 LS0659  HISTORY     - 1975     MONUMENTED       USGS
 LS0659
 LS0659                          STATION DESCRIPTION
 LS0659
 LS0659'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 LS0659'LOCATED ABOUT 30 MI SW. OF SULPHUR, ABOUT 22 MI SE. OF GERLACH.
 LS0659'ON ROCKY TOP AT SOUTHERN END OF N.-S. RIDGE.
 LS0659'
 LS0659'TO REACH FROM POST OFFICE IN GERLACH, DRIVE ABOUT 3.2 MI S. ALONG
 LS0659'STATE HWY. 34 TO T-RD. LEFT (UNSURFACED AND UNMARKED STATE HWY.
 LS0659'48).  TURN LEFT 12.2 MI TO MAJOR T-RD. FORK.  TURN RIGHT FOLLOWING
 LS0659'MAIN-TRAVELED RD. 15.3 MI TO X-RDS.  CONTINUE STRAIGHT AHEAD 4.6
 LS0659'MI TO T-RD. FORK.  TAKE LEFT FORK PASSING TO LEFT OF WINDMILL AND
 LS0659'WELL 4.6 MI TO REVERSE Y-RD. FORK.  TURN SHARP LEFT (N.) 2.8 MI TO
 LS0659'Y-RD. FORK.  TURN RIGHT FOLLOWING RD. LEADING TO MINE 0.3 MI TO
 LS0659'REVERSE Y-RD. FORK.  KEEP TO LEFT FORK STRAIGHT AHEAD 2.3 MI TO
 LS0659'RD. FORK IN FRONT OF OLD MINE BUILDING (STATION IS VISIBLE FROM
 LS0659'THIS POINT).  TAKE LEFT FORK FOLLOWING TRACK RD. UPHILL N. THEN E.
 LS0659'AROUND MINING AREA 0.45 MI TO DIM TRAIL LEADING E. FROM BEND IN
 LS0659'TRACK RD.  TURN LEFT FOLLOWING DIM TRAIL 0.3 MI TO SMALL SADDLE
 LS0659'AND END OF TRUCK TRAVEL.  PACK E. TO TOP OF MAIN RIDGE THENCE S.
 LS0659'TO END OF LONG RIDGE AND STATION.  ABOUT A 45-MINUTE PACK.
 LS0659'
 LS0659'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---BEDS VABM 1975---,
 LS0659'CEMENTED IN FRACTURED ROCK OUTCROP AT HIGHEST POINT OF TOP.
 LS0659'
 LS0659'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1145 ***********************************************************************
 AI1145  DESIGNATION -  BEE
 AI1145  PID         -  AI1145
 AI1145  STATE/COUNTY-  NV/NYE
 AI1145  USGS QUAD   -  OAK SPRING BUTTE (1962)
 AI1145
 AI1145                         *CURRENT SURVEY CONTROL
 AI1145  ___________________________________________________________________
 AI1145* NAD 83(1994)-  37 19 16.55512(N)    116 00 14.68162(W)     ADJUSTED  
 AI1145* NAVD 88     -      1617.1    (meters)    5305.     (feet)  VERTCON   
 AI1145  ___________________________________________________________________
 AI1145  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 AI1145  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AI1145
 AI1145  HORZ ORDER  -  THIRD
 AI1145
 AI1145.The horizontal coordinates were established by classical geodetic methods
 AI1145.and adjusted by the National Geodetic Survey in March 1999..
 AI1145
 AI1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1145
 AI1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1145
 AI1145.The geoid height was determined by GEOID03.
 AI1145
 AI1145;                    North         East     Units Scale Factor Converg.
 AI1145;SPC NV C     - 6,285,484.218   558,723.521   MT  0.99994246   +0 24 06.2
 AI1145;SPC NV C     -20,621,626.14  1,833,078.75   sFT  0.99994246   +0 24 06.2
 AI1145;UTM  11      - 4,130,977.330   588,240.183   MT  0.99969591   +0 36 13.9
 AI1145
 AI1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1145!SPC NV C     -   0.99975035  x   0.99994246  =   0.99969283
 AI1145!UTM  11      -   0.99975035  x   0.99969591  =   0.99944634
 AI1145
 AI1145                          SUPERSEDED SURVEY CONTROL
 AI1145
 AI1145  NGVD 29 (03/11/99) 1616.1    (m)         5302.     (f) VERT ANG       
 AI1145
 AI1145.Superseded values are not recommended for survey control.
 AI1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1145.See file dsdata.txt to determine how the superseded data were derived.
 AI1145
 AI1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB8824030977(NAD 83)
 AI1145_MARKER: DS = TRIANGULATION STATION DISK
 AI1145_SETTING: 66 = SET IN ROCK OUTCROP
 AI1145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1145+STABILITY: POSITION/ELEVATION WELL
 AI1145
 AI1145  HISTORY     - Date     Condition        Report By
 AI1145  HISTORY     - 1906     MONUMENTED       USGS
 AI1145  HISTORY     - 1959     GOOD             USGS
 AI1145
 AI1145                          STATION DESCRIPTION
 AI1145
 AI1145'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AI1145'LOCATED ABOUT 52 MI. NE. OF LATHROP WELLS, 46 MI. N. OF MERCURY, ON
 AI1145'SMALL FLAT BUTTE W. OF GROOM LAKE. STATION REACHED BY HELICOPTER.
 AI1145'STATION MARK--STANDARD TABLET STAMPED---BEE 1959---, CEMENTED IN
 AI1145'BEDROCK. RM NO. 1--STANDARD RM TABLET STAMPED---NI 1 1959---, CEMENTED
 AI1145'IN BEDROCK, 26.04 FT. FROM STATION MARK IN DIRECTI 234 DEGREES 28
 AI1145'MINUTES. RM NO. 2--STANDARD RM TABLET STAMPED---NO 2 1959---, CEMENTED
 AI1145'IN BEDROCK, 28.78 FT. FROM STATION MARK IN DIRECTI 26 DEGREES 13
 AI1145'MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0078 ***********************************************************************
 LQ0078  DESIGNATION -  BEEO
 LQ0078  PID         -  LQ0078
 LQ0078  STATE/COUNTY-  NV/ELKO
 LQ0078  USGS QUAD   -  HARDY CREEK (1982)
 LQ0078
 LQ0078                         *CURRENT SURVEY CONTROL
 LQ0078  ___________________________________________________________________
 LQ0078* NAD 83(1994)-  40 57 53.31557(N)    114 23 28.90146(W)     ADJUSTED  
 LQ0078* NAVD 88     -      1815.376  (meters)    5955.95   (feet)  ADJUSTED  
 LQ0078  ___________________________________________________________________
 LQ0078  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 LQ0078  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 LQ0078  DYNAMIC HT  -        1813.818 (meters)    5950.83  (feet)  COMP
 LQ0078  MODELED GRAV-     979,701.4   (mgal)                       NAVD 88
 LQ0078
 LQ0078  HORZ ORDER  -  SECOND
 LQ0078  VERT ORDER  -  SECOND    CLASS 0
 LQ0078
 LQ0078.The horizontal coordinates were established by classical geodetic methods
 LQ0078.and adjusted by the National Geodetic Survey in June 1998..
 LQ0078
 LQ0078.The orthometric height was determined by differential leveling
 LQ0078.and adjusted by the National Geodetic Survey in June 1991..
 LQ0078
 LQ0078.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0078
 LQ0078.The geoid height was determined by GEOID03.
 LQ0078
 LQ0078.The dynamic height is computed by dividing the NAVD 88
 LQ0078.geopotential number by the normal gravity value computed on the
 LQ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0078.degrees latitude (g = 980.6199 gals.).
 LQ0078
 LQ0078.The modeled gravity was interpolated from observed gravity values.
 LQ0078
 LQ0078;                    North         East     Units Scale Factor Converg.
 LQ0078;SPC NV E     - 8,690,422.248   300,331.086   MT  1.00002386   +0 46 53.5
 LQ0078;SPC NV E     -28,511,826.99    985,336.24   sFT  1.00002386   +0 46 53.5
 LQ0078;UTM  11      - 4,538,128.033   719,517.926   MT  1.00019313   +1 42 39.2
 LQ0078
 LQ0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0078!SPC NV E     -   0.99971804  x   1.00002386  =   0.99974190
 LQ0078!UTM  11      -   0.99971804  x   1.00019313  =   0.99991112
 LQ0078
 LQ0078|---------------------------------------------------------------------|
 LQ0078| PID    Reference Object                     Distance      Geod. Az  |
 LQ0078|                                                           dddmmss.s |
 LQ0078| LQ0076 BEEO RM 1                             8.394 METERS 09905     |
 LQ0078| LQ0623 DICK 2                              APPROX. 3.0 KM 1311009.6 |
 LQ0078| LQ0077 BEEO RM 2                             9.313 METERS 33612     |
 LQ0078|---------------------------------------------------------------------|
 LQ0078
 LQ0078                          SUPERSEDED SURVEY CONTROL
 LQ0078
 LQ0078  NAD 83(1994)-  40 57 53.31554(N)    114 23 28.90138(W) AD(       ) 2
 LQ0078  NAD 83(1986)-  40 57 53.30862(N)    114 23 28.89874(W) AD(       ) 2
 LQ0078  NAD 27      -  40 57 53.57399(N)    114 23 25.81443(W) AD(       ) 2
 LQ0078  NGVD 29 (??/??/92) 1814.24   (m)         5952.2    (f) COMPUTED    2 0
 LQ0078
 LQ0078.Superseded values are not recommended for survey control.
 LQ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0078.See file dsdata.txt to determine how the superseded data were derived.
 LQ0078
 LQ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF1951838128(NAD 83)
 LQ0078_MARKER: DS = TRIANGULATION STATION DISK
 LQ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0078_STAMPING: BEEO 1957
 LQ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0078+STABILITY: SURFACE MOTION
 LQ0078
 LQ0078  HISTORY     - Date     Condition        Report By
 LQ0078  HISTORY     - 1957     MONUMENTED       CGS
 LQ0078  HISTORY     - 1957     GOOD             CGS
 LQ0078  HISTORY     - 1978     GOOD             NGS
 LQ0078
 LQ0078                          STATION DESCRIPTION
 LQ0078
 LQ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0078'THE STATION IS ABOUT 6.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 40
 LQ0078'FROM OASIS, 100 YARDS NORTHEAST OF THE HIGHWAY, 0.9 MILE SOUTHEAST
 LQ0078'OF THE TELEPHONE BUILDING AND ON THE SUMMIT OF A SAGE-COVERED
 LQ0078'BENCH ON THE SOUTHWEST SIDE OF THE TELEPHONE LINE.
 LQ0078'
 LQ0078'TO REACH FROM OASIS, GO SOUTHEAST ON U.S. HIGHWAY 40 FOR 5.45
 LQ0078'MILES TO THE ENTRANCE TO THE TELEPHONE BUILDING ON THE LEFT.
 LQ0078'TURN LEFT FOR 0.1 MILE, THENCE TURN RIGHT AT THE TELEPHONE BUILDING
 LQ0078'AND FOLLOW THE TELEPHONE LINE ROAD SOUTHEAST FOR 0.9 MILE TO
 LQ0078'THE STATION ON THE SUMMIT OF THE BENCH.
 LQ0078'
 LQ0078'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 LQ0078'CYLINDERS.
 LQ0078'
 LQ0078'THE STATION MARK, STAMPED BEEO 1957, PROJECTS ABOUT 4 INCHES.
 LQ0078'IT IS 15-1/2 FEET SOUTHWEST OF THE TELEPHONE LINE, 18-1/2
 LQ0078'FEET SOUTH-SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER POST
 LQ0078'AND 7 FEET SOUTHEAST OF A WITNESS POST.
 LQ0078'
 LQ0078'REFERENCE MARK 1, STAMPED BEEO NO 1 1957, IS FLUSH WITH THE
 LQ0078'GROUND.  IT IS ON LINE WITH THE TELEPHONE POLES AND ABOUT THE
 LQ0078'SAME ELEVATION AS THE STATION.
 LQ0078'
 LQ0078'REFERENCE MARK 2, STAMPED BEEO NO 2 1957, PROJECTS ABOUT 1 INCH.
 LQ0078'IT IS ALSO ON LINE WITH THE TELEPHONE POLES AND ABOUT THE SAME
 LQ0078'ELEVATION AS THE STATION.
 LQ0078
 LQ0078                          STATION RECOVERY (1957)
 LQ0078
 LQ0078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0078'6.6 MI SE FROM OASIS.
 LQ0078'6.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 263.0 FEET NORTH
 LQ0078'OF CENTERLINE OF HIGHWAY, 15.0 FEET SOUTH OF TELEPHONE POLE LINE, 30.6
 LQ0078'FEET SOUTHEAST OF R.M. 2, 25.6 FEET SOUTHWEST OF R.M. 1, 7.0 FEET EAST
 LQ0078'OF WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES
 LQ0078'ABOVE GROUND SURFACE.
 LQ0078
 LQ0078                          STATION RECOVERY (1978)
 LQ0078
 LQ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LQ0078'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LQ0078'CONDITION AND THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 LQ0078'MEASURED ON THIS DATE COMPARED FAVORABLY WITH THE 1957
 LQ0078'MEASUREMENTS.  THE 1957 DESCRIPTION IS ADEQUATE.
 LQ0078'
 LQ0078'NEAREST TOWN--OASIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0076 ***********************************************************************
 LQ0076  DESIGNATION -  BEEO RM 1
 LQ0076  PID         -  LQ0076
 LQ0076  STATE/COUNTY-  NV/ELKO
 LQ0076  USGS QUAD   -  HARDY CREEK (1982)
 LQ0076
 LQ0076                         *CURRENT SURVEY CONTROL
 LQ0076  ___________________________________________________________________
 LQ0076* NAD 83(1986)-  40 57 53.     (N)    114 23 28.     (W)     SCALED    
 LQ0076* NAVD 88     -      1815.439  (meters)    5956.15   (feet)  ADJUSTED  
 LQ0076  ___________________________________________________________________
 LQ0076  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 LQ0076  DYNAMIC HT  -        1813.881 (meters)    5951.04  (feet)  COMP
 LQ0076  MODELED GRAV-     979,701.4   (mgal)                       NAVD 88
 LQ0076
 LQ0076  VERT ORDER  -  SECOND    CLASS 0
 LQ0076
 LQ0076.The horizontal coordinates were scaled from a topographic map and have
 LQ0076.an estimated accuracy of +/- 6 seconds.
 LQ0076
 LQ0076.The orthometric height was determined by differential leveling
 LQ0076.and adjusted by the National Geodetic Survey in June 1991..
 LQ0076
 LQ0076.The geoid height was determined by GEOID03.
 LQ0076
 LQ0076.The dynamic height is computed by dividing the NAVD 88
 LQ0076.geopotential number by the normal gravity value computed on the
 LQ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0076.degrees latitude (g = 980.6199 gals.).
 LQ0076
 LQ0076.The modeled gravity was interpolated from observed gravity values.
 LQ0076
 LQ0076;                    North         East    Units  Estimated Accuracy
 LQ0076;SPC NV E     - 8,690,410.      300,350.      MT  (+/- 180 meters Scaled)
 LQ0076
 LQ0076                          SUPERSEDED SURVEY CONTROL
 LQ0076
 LQ0076  NGVD 29 (??/??/92) 1814.298  (m)         5952.41   (f) ADJ UNCH    2 0
 LQ0076
 LQ0076.Superseded values are not recommended for survey control.
 LQ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0076.See file dsdata.txt to determine how the superseded data were derived.
 LQ0076
 LQ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF195381(NAD 83)
 LQ0076_MARKER: DR = REFERENCE MARK DISK
 LQ0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0076_STAMPING: BEEO NO 1 1957
 LQ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0076+STABILITY: SURFACE MOTION
 LQ0076
 LQ0076  HISTORY     - Date     Condition        Report By
 LQ0076  HISTORY     - 1957     MONUMENTED       CGS
 LQ0076
 LQ0076                          STATION DESCRIPTION
 LQ0076
 LQ0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0076'6.6 MI SE FROM OASIS.
 LQ0076'6.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 278.0 FEET NORTH
 LQ0076'OF CENTERLINE OF HIGHWAY, 25.6 FEET NORTHEAST OF STATION MARK, UNDER
 LQ0076'TELEPHONE POLE LINE, SET IN A ROUND CONCRETE POST PROJECTING 1 INCH
 LQ0076'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0077 ***********************************************************************
 LQ0077  DESIGNATION -  BEEO RM 2
 LQ0077  PID         -  LQ0077
 LQ0077  STATE/COUNTY-  NV/ELKO
 LQ0077  USGS QUAD   -  HARDY CREEK (1982)
 LQ0077
 LQ0077                         *CURRENT SURVEY CONTROL
 LQ0077  ___________________________________________________________________
 LQ0077* NAD 83(1986)-  40 57 53.     (N)    114 23 28.     (W)     SCALED    
 LQ0077* NAVD 88     -      1815.440  (meters)    5956.16   (feet)  ADJUSTED  
 LQ0077  ___________________________________________________________________
 LQ0077  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 LQ0077  DYNAMIC HT  -        1813.882 (meters)    5951.04  (feet)  COMP
 LQ0077  MODELED GRAV-     979,701.4   (mgal)                       NAVD 88
 LQ0077
 LQ0077  VERT ORDER  -  SECOND    CLASS 0
 LQ0077
 LQ0077.The horizontal coordinates were scaled from a topographic map and have
 LQ0077.an estimated accuracy of +/- 6 seconds.
 LQ0077
 LQ0077.The orthometric height was determined by differential leveling
 LQ0077.and adjusted by the National Geodetic Survey in June 1991..
 LQ0077
 LQ0077.The geoid height was determined by GEOID03.
 LQ0077
 LQ0077.The dynamic height is computed by dividing the NAVD 88
 LQ0077.geopotential number by the normal gravity value computed on the
 LQ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0077.degrees latitude (g = 980.6199 gals.).
 LQ0077
 LQ0077.The modeled gravity was interpolated from observed gravity values.
 LQ0077
 LQ0077;                    North         East    Units  Estimated Accuracy
 LQ0077;SPC NV E     - 8,690,410.      300,350.      MT  (+/- 180 meters Scaled)
 LQ0077
 LQ0077                          SUPERSEDED SURVEY CONTROL
 LQ0077
 LQ0077  NGVD 29 (??/??/92) 1814.299  (m)         5952.41   (f) ADJ UNCH    2 0
 LQ0077
 LQ0077.Superseded values are not recommended for survey control.
 LQ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0077.See file dsdata.txt to determine how the superseded data were derived.
 LQ0077
 LQ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF195381(NAD 83)
 LQ0077_MARKER: DR = REFERENCE MARK DISK
 LQ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0077_STAMPING: BEEO NO 2 1957
 LQ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0077+STABILITY: SURFACE MOTION
 LQ0077
 LQ0077  HISTORY     - Date     Condition        Report By
 LQ0077  HISTORY     - 1957     MONUMENTED       CGS
 LQ0077
 LQ0077                          STATION DESCRIPTION
 LQ0077
 LQ0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0077'6.6 MI SE FROM OASIS.
 LQ0077'6.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 278.0 FEET NORTH
 LQ0077'OF CENTERLINE OF HIGHWAY, 30.6 FEET NORTHWEST OF STATION MARK UNDER
 LQ0077'TELEPHONE POLE LINE, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES
 LQ0077'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1185 ***********************************************************************
 FS1185  DESIGNATION -  BEER
 FS1185  PID         -  FS1185
 FS1185  STATE/COUNTY-  NV/CLARK
 FS1185  USGS QUAD   -  ROACH (1985)
 FS1185
 FS1185                         *CURRENT SURVEY CONTROL
 FS1185  ___________________________________________________________________
 FS1185* NAD 83(1994)-  35 39 46.65234(N)    115 18 30.24664(W)     ADJUSTED  
 FS1185* NAVD 88     -       904.9    (meters)    2969.     (feet)  VERTCON   
 FS1185  ___________________________________________________________________
 FS1185  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 FS1185  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FS1185
 FS1185  HORZ ORDER  -  SECOND
 FS1185
 FS1185.The horizontal coordinates were established by classical geodetic methods
 FS1185.and adjusted by the National Geodetic Survey in June 1998..
 FS1185
 FS1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1185
 FS1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1185
 FS1185.The geoid height was determined by GEOID03.
 FS1185
 FS1185;                    North         East     Units Scale Factor Converg.
 FS1185;SPC NV E     - 8,101,312.347   224,891.427   MT  0.99990763   +0 09 37.0
 FS1185;SPC NV E     -26,579,055.59    737,831.29   sFT  0.99990763   +0 09 37.0
 FS1185;UTM  11      - 3,947,884.716   653,112.988   MT  0.99988889   +0 59 11.1
 FS1185
 FS1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1185!SPC NV E     -   0.99986246  x   0.99990763  =   0.99977011
 FS1185!UTM  11      -   0.99986246  x   0.99988889  =   0.99975137
 FS1185
 FS1185|---------------------------------------------------------------------|
 FS1185| PID    Reference Object                     Distance      Geod. Az  |
 FS1185|                                                           dddmmss.s |
 FS1185| CC5138 BEER RM 1                             2.941 METERS 01141     |
 FS1185| CC5139 BEER RM 2                             4.688 METERS 11019     |
 FS1185| FS1191 ADALAC                              APPROX. 8.0 KM 1553740.1 |
 FS1185|---------------------------------------------------------------------|
 FS1185
 FS1185                          SUPERSEDED SURVEY CONTROL
 FS1185
 FS1185  NAD 83(1992)-  35 39 46.64808(N)    115 18 30.24723(W) AD(1991.35) 2
 FS1185  NAD 83(1992)-  35 39 46.65108(N)    115 18 30.24715(W) AD(       ) 2
 FS1185  NAD 83(1992)-  35 39 46.64695(N)    115 18 30.24915(W) AD(       ) 2
 FS1185  NAD 83(1986)-  35 39 46.65172(N)    115 18 30.24201(W) AD(       ) 2
 FS1185  NAD 27      -  35 39 46.71710(N)    115 18 27.27760(W) AD(       ) 2
 FS1185  NGVD 29 (07/19/86)  904.1    (m)         2966.     (f) VERT ANG       
 FS1185
 FS1185.Superseded values are not recommended for survey control.
 FS1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1185.See file dsdata.txt to determine how the superseded data were derived.
 FS1185
 FS1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5311347885(NAD 83)
 FS1185_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FS1185_SETTING: 66 = SET IN ROCK OUTCROP
 FS1185
 FS1185  HISTORY     - Date     Condition        Report By
 FS1185  HISTORY     - 1958     MONUMENTED       CGS
 FS1185
 FS1185                          STATION DESCRIPTION
 FS1185
 FS1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS1185'THE STATION IS 6 MILES NORTHEAST OF THE CALIFORNIA-NEVADA
 FS1185'STATE LINE WHERE U.S. HIGHWAY 91 PASSES INTO CALIFORNIA,
 FS1185'4 MILES EAST-NORTHEAST OF ROACH RAILROAD STATION AND 0.5
 FS1185'MILE SOUTHEAST OF NEAREST POINT TO MUNICIPAL WATER AND POWER
 FS1185'TRANSMISSION LINE.  ON THE WESTERN END OF A ROCKY KNOLL THAT
 FS1185'SET APART FROM THE MAIN MOUNTAIN RANGE EAST OF ROACH DRY LAKE.
 FS1185'
 FS1185'TO REACH FROM THE STATE LINE GO NORTH ON U.S. HIGHWAY 91
 FS1185'FOR 3.0 MILES TO DIRT ROAD TO THE RIGHT, EAST, AND SIGN ROACH,
 FS1185'TURN RIGHT AND GO 0.4 MILE WHERE ENTER ONTO ROACH DRY LAKE,
 FS1185'CONTINUE ACROSS THE LAKE TO THE CROSSING OF THE UNION PACIFIC
 FS1185'RAILROAD FOR 0.7 MILE TO A POINT ABOUT 0.1 MILE SOUTH OF ROACH
 FS1185'RAILROAD STATION.  HERE FOLLOW THE ROAD NORTH AND EAST FOR 1.3
 FS1185'MILES TO THE FIRST POWER LINE ROAD, CONTINUE THIS ROAD STRAIGHT
 FS1185'AHEAD FOR 0.5 MILE TO A WELL MAINTAINED GRAVEL ROAD ALONG THE
 FS1185'TRANSMISSION LINE.  HERE TURN LEFT, NORTHEAST AND FOLLOW THIS
 FS1185'ROAD FOR 1.4 MILES TO A ROAD RIGHT AT TOWER + 4213 ON THE
 FS1185'RIGHT, TURN RIGHT, EAST, PASSING TO THE RIGHT OF THE TOWER AND
 FS1185'GO UP A SHALLOW WASH FOR 0.5 MILE TO THE SOUTH BASE OF AN
 FS1185'ISOLATED KNOLL, TURN LEFT UP THE STEEP SLOPE OF THE HILL AND
 FS1185'GO ABOUT 0.1 MILE TO THE TOP AND THE STATION SITE IN THE
 FS1185'BOULDERS.  A 4 WHEEL DRIVE VEHICLE IS MANDATORY.
 FS1185'
 FS1185'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 FS1185'BEDROCK PROJECTING 5 INCHES ABOVE THE SURROUNDING SURFACE
 FS1185'AND STAMPED BEER 1958.
 FS1185'
 FS1185'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 FS1185'A TRIANGULAR BOULDER WHICH SETS AT THE VERY CROWN OF THE HILL
 FS1185'PROJECTING 3 FEET AND STAMPED BEER NO 1 1958.  IT IS ABOUT
 FS1185'4 FEET HIGHER THAN THE STATION MARK.
 FS1185'
 FS1185'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 FS1185'LARGE 2 FOOT BY 3-1/2 FOOT BOULDER WHICH PROJECTS 8 INCHES
 FS1185'AND IS 1 FOOT LOWER THAN THE STATION MARK.  IT IS STAMPED
 FS1185'BEER NO 2 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1730 ***********************************************************************
 KR1730  DESIGNATION -  BELL
 KR1730  PID         -  KR1730
 KR1730  STATE/COUNTY-  NV/WASHOE
 KR1730  USGS QUAD   -  MT ROSE (1992)
 KR1730
 KR1730                         *CURRENT SURVEY CONTROL
 KR1730  ___________________________________________________________________
 KR1730* NAD 83(1994)-  39 19 23.45598(N)    119 56 38.53437(W)     ADJUSTED  
 KR1730* NAVD 88     -      3097.5    (meters)   10162.     (feet)  VERTCON   
 KR1730  ___________________________________________________________________
 KR1730  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 KR1730  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 KR1730
 KR1730  HORZ ORDER  -  SECOND
 KR1730
 KR1730.The horizontal coordinates were established by classical geodetic methods
 KR1730.and adjusted by the National Geodetic Survey in June 1998..
 KR1730
 KR1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1730
 KR1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1730
 KR1730.The geoid height was determined by GEOID03.
 KR1730
 KR1730;                    North         East     Units Scale Factor Converg.
 KR1730;SPC NV W     - 4,508,357.061   682,674.744   MT  1.00006943   -0 51 44.5
 KR1730;SPC NV W     -14,791,168.12  2,239,742.06   sFT  1.00006943   -0 51 44.5
 KR1730;SPC CA 2     -   685,888.452 2,177,258.890   MT  0.99992331   +1 17 46.4
 KR1730;SPC CA 2     - 2,250,285.70  7,143,223.54   sFT  0.99992331   +1 17 46.4
 KR1730;UTM  11      - 4,356,775.287   246,212.205   MT  1.00039311   -1 51 59.8
 KR1730;UTM  10      - 4,357,095.777   763,437.992   MT  1.00045458   +1 56 15.6
 KR1730
 KR1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1730!SPC NV W     -   0.99951797  x   1.00006943  =   0.99958737
 KR1730!SPC CA 2     -   0.99951797  x   0.99992331  =   0.99944132
 KR1730!UTM  11      -   0.99951797  x   1.00039311  =   0.99991089
 KR1730!UTM  10      -   0.99951797  x   1.00045458  =   0.99997233
 KR1730
 KR1730                          SUPERSEDED SURVEY CONTROL
 KR1730
 KR1730  NAD 83(1992)-  39 19 23.46071(N)    119 56 38.52634(W) AD(       ) 2
 KR1730  NAD 83(1986)-  39 19 23.45011(N)    119 56 38.52225(W) AD(       ) 2
 KR1730  NAD 27      -  39 19 23.77900(N)    119 56 34.81500(W) AD(       ) 2
 KR1730  NGVD 29 (07/19/86) 3096.0    (m)        10157.     (f) VERT ANG       
 KR1730
 KR1730.Superseded values are not recommended for survey control.
 KR1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1730.See file dsdata.txt to determine how the superseded data were derived.
 KR1730
 KR1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4621256775(NAD 83)
 KR1730_MARKER: Z = SEE DESCRIPTION
 KR1730_SETTING: 0 = UNSPECIFIED SETTING
 KR1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1730
 KR1730  HISTORY     - Date     Condition        Report By
 KR1730  HISTORY     - 1951     MONUMENTED       CGS
 KR1730  HISTORY     - 1968     SEE DESCRIPTION  USGS
 KR1730  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1730
 KR1730                          STATION DESCRIPTION
 KR1730
 KR1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1730'STATION IS LOCATED ON A FLAT-TOPPED KNOB, IN THE ROSE MOUNTAINS,
 KR1730'ABOUT FOUR MILES NORTH OF THE NORTH END OF LAKE TAHOE, ONE MILE
 KR1730'NORTH OF ROSE KNOB, AND FOUR MILES SOUTHWEST OF MOUNT ROSE.
 KR1730'
 KR1730'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 395 AND NEVADA STATE
 KR1730'HIGHWAY 27 GO WEST ON STATE HIGHWAY 27 FOR 14.5 MILES TO MOUNT
 KR1730'ROSE SUMMIT (SIGN ON LEFT, SOUTH, OF HIGHWAY READING,
 KR1730'MT. ROSE SUMMIT, ELEVATION 8933 FT) CONTINUE ON HIGHWAY 27 FOR
 KR1730'0.35 MILE TO GRADED DIRT ROAD ON RIGHT, TURN RIGHT (UPHILL)
 KR1730'AND FOLLOW MAIN TRAVELED ROAD 5.0 MILES TO TOP OF HILL AND
 KR1730'STATION SITE.
 KR1730'
 KR1730'STATION IS A STANDARD BRONZE MARK SET IN THE CENTER OF THE
 KR1730'CONCRETE SOUTHEAST STEPS OF THE BELL TELEPHONE CO. MICRO STATION.
 KR1730'STAMPED BELL 1951.
 KR1730
 KR1730                          STATION RECOVERY (1968)
 KR1730
 KR1730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR1730'STATION WAS DESTROYED WHEN THE BELL TELEPHONE COMPANY BUILT ON TO
 KR1730'THE EXISTING BUILDING.
 KR1730'
 KR1730'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED
 KR1730'ABOUT 4 MILES NORTH OF THE NORTH END OF LAKE TAHOE
 KR1730
 KR1730                          STATION RECOVERY (2003)
 KR1730
 KR1730'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0754 ***********************************************************************
 LQ0754  DESIGNATION -  BELL
 LQ0754  PID         -  LQ0754
 LQ0754  STATE/COUNTY-  NV/ELKO
 LQ0754  USGS QUAD   -  KITTRIDGE SPRINGS (1982)
 LQ0754
 LQ0754                         *CURRENT SURVEY CONTROL
 LQ0754  ___________________________________________________________________
 LQ0754* NAD 83(1994)-  40 54 35.13292(N)    115 49 08.01519(W)     ADJUSTED  
 LQ0754* NAVD 88     -      2042.5    (meters)    6701.     (feet)  VERTCON   
 LQ0754  ___________________________________________________________________
 LQ0754  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 LQ0754  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 LQ0754
 LQ0754  HORZ ORDER  -  SECOND
 LQ0754
 LQ0754.The horizontal coordinates were established by classical geodetic methods
 LQ0754.and adjusted by the National Geodetic Survey in June 1998..
 LQ0754
 LQ0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0754
 LQ0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0754
 LQ0754.The geoid height was determined by GEOID03.
 LQ0754
 LQ0754;                    North         East     Units Scale Factor Converg.
 LQ0754;SPC NV E     - 8,683,651.785   180,156.105   MT  0.99990485   -0 09 15.3
 LQ0754;SPC NV E     -28,489,614.23    591,062.15   sFT  0.99990485   -0 09 15.3
 LQ0754;UTM  11      - 4,529,410.999   599,469.271   MT  0.99972178   +0 46 24.7
 LQ0754
 LQ0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0754!SPC NV E     -   0.99968260  x   0.99990485  =   0.99958748
 LQ0754!UTM  11      -   0.99968260  x   0.99972178  =   0.99940446
 LQ0754
 LQ0754|---------------------------------------------------------------------|
 LQ0754| PID    Reference Object                     Distance      Geod. Az  |
 LQ0754|                                                           dddmmss.s |
 LQ0754| DD5356 BELL RM 1                             9.327 METERS 00936     |
 LQ0754| LQ0751 KNOBY                               APPROX. 6.3 KM 0600737.2 |
 LQ0754| LQ0734 ELKO RADIO STATION KELK TOWER       APPROX. 9.4 KM 1414805.0 |
 LQ0754| LQ0753 ADOBE HILL BELL MICRO BLDG NW        30.200 METERS 18334     |
 LQ0754| DD5357 BELL RM 2                             8.123 METERS 29635     |
 LQ0754|---------------------------------------------------------------------|
 LQ0754
 LQ0754                          SUPERSEDED SURVEY CONTROL
 LQ0754
 LQ0754  NAD 83(1986)-  40 54 35.13494(N)    115 49 08.00765(W) AD(       ) 2
 LQ0754  NAD 27      -  40 54 35.42990(N)    115 49 04.75230(W) AD(       ) 2
 LQ0754  NGVD 29 (03/11/99) 2041.3    (m)         6697.     (f) VERT ANG       
 LQ0754
 LQ0754.Superseded values are not recommended for survey control.
 LQ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0754.See file dsdata.txt to determine how the superseded data were derived.
 LQ0754
 LQ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF9946929411(NAD 83)
 LQ0754_MARKER: DS = TRIANGULATION STATION DISK
 LQ0754_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0754+STABILITY: POSITION/ELEVATION WELL
 LQ0754
 LQ0754  HISTORY     - Date     Condition        Report By
 LQ0754  HISTORY     - 1957     MONUMENTED       CGS
 LQ0754  HISTORY     - 1958     GOOD             CGS
 LQ0754  HISTORY     - 1961     GOOD             USGS
 LQ0754
 LQ0754                          STATION DESCRIPTION
 LQ0754
 LQ0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0754'THE STATION IS ABOUT 6 MILES NORTH-NORTHWEST OF ELKO ON A
 LQ0754'ROCKY BUTTE ABOVE AND ON THE NORTH SIDE OF THE SITE OF THE
 LQ0754'BELL TELEPHONE CO., MICRO-WAVE STATION.
 LQ0754'
 LQ0754'TO REACH FROM FIFTH AND IDAHO STREETS IN ELKO, GO NORTH ON
 LQ0754'FIFTH STREET FOR 0.55 MILE TO THE END OF THE PAVEMENT AT
 LQ0754'SAGE STREET.  CONTINUE NORTH ON THE PROLONGATION OF FIFTH
 LQ0754'STREET AND FOLLOW THE MAIN TRAVELED ROAD NORTHERLY FOR 6.5 MILES
 LQ0754'TO A FORK AT THE BASE OF A SHARP BUTTE.  TAKE RIGHT FORK
 LQ0754'AND FOLLOW THE WINDING ROAD UP GRADE, EASTERLY, FOR 1.4 MILES
 LQ0754'TO THE SUMMIT OF THE HILL, THE MICRO-WAVE INSTALLATION AND
 LQ0754'THE STATION SITE.
 LQ0754'
 LQ0754'THE STATION AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS
 LQ0754'CEMENTED IN DRILL HOLES IN BEDROCK.
 LQ0754'
 LQ0754'THE STATION MARK, STAMPED BELL 1957, IS IN AN OBLONG-SHAPED
 LQ0754'ROCK FORMATION IN A FLAT AREA WITH HIGHER OUTCROPS AROUND
 LQ0754'THE MARK.  IT IS ABOUT 7 PACES WEST AND 6 PACES NORTH OF THE
 LQ0754'EDGES OF THE BUTTE.  THE MARK IS 99 FEET NORTH-NORTHEAST
 LQ0754'OF THE NORTHWEST CORNER OF THE ROOF OF THE MICRO-WAVE STATION
 LQ0754'BUILDING AND ABOUT 3 FEET HIGHER THAN THE ROOF.
 LQ0754'
 LQ0754'THE MICRO-WAVE BUILDING IS A CONCRETE STRUCTURE 15-1/2 FEET
 LQ0754'HIGH, 34 FEET (NORTH-SOUTH) BY 37-1/2 FEET (EAST-WEST), WITH
 LQ0754'SCREENS AND SHORT ANTENNAS ATOP THE FLAT ROOF.
 LQ0754'
 LQ0754'REFERENCE MARK 1, STAMPED BELL NO 1 1957, IS IN ROCK THAT
 LQ0754'PROJECTS ABOUT 2 FEET ON THE NORTH, FLUSH ON THE SOUTH, AND
 LQ0754'ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS 6 PACES SOUTHWEST
 LQ0754'OF THE NORTHEAST EDGE AND 1 PACE WEST OF THE EDGE OF THE BUTTE.
 LQ0754'
 LQ0754'REFERENCE MARK 2, STAMPED BELL NO 2 1957, IS IN ROCK PROJECTING
 LQ0754'ABOUT 1 FOOT ON THE NORTH, FLUSH ON THE SOUTH AND ABOUT 6
 LQ0754'FEET LOWER THAN THE STATION.
 LQ0754
 LQ0754                          STATION RECOVERY (1958)
 LQ0754
 LQ0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LQ0754'THE STATION WAS RECOVERED AS DESCRIBED IN 1957.
 LQ0754
 LQ0754                          STATION RECOVERY (1961)
 LQ0754
 LQ0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LQ0754'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-4 STATION 1014.
 LQ0754'STATION MARK--STANDARD DISC STAMPED---BELL 1957---CEMENTED IN DRILL
 LQ0754'HOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1374 ***********************************************************************
 FS1374  DESIGNATION -  BELL
 FS1374  PID         -  FS1374
 FS1374  STATE/COUNTY-  NV/CLARK
 FS1374  USGS QUAD   -  HOPPS WELL (1984)
 FS1374
 FS1374                         *CURRENT SURVEY CONTROL
 FS1374  ___________________________________________________________________
 FS1374* NAD 83(1994)-  35 29 40.86434(N)    115 01 45.90112(W)     ADJUSTED  
 FS1374* NAVD 88     -      1188.4    (meters)    3899.     (feet)  VERTCON   
 FS1374  ___________________________________________________________________
 FS1374  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 FS1374  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FS1374
 FS1374  HORZ ORDER  -  THIRD
 FS1374
 FS1374.The horizontal coordinates were established by classical geodetic methods
 FS1374.and adjusted by the National Geodetic Survey in June 1998..
 FS1374
 FS1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1374
 FS1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1374
 FS1374.The geoid height was determined by GEOID03.
 FS1374
 FS1374;                    North         East     Units Scale Factor Converg.
 FS1374;SPC NV E     - 8,082,750.194   250,255.036   MT  0.99993111   +0 19 17.9
 FS1374;SPC NV E     -26,518,156.26    821,045.06   sFT  0.99993111   +0 19 17.9
 FS1374;UTM  11      - 3,929,689.057   678,741.634   MT  0.99999372   +1 08 40.1
 FS1374
 FS1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1374!SPC NV E     -   0.99981800  x   0.99993111  =   0.99974913
 FS1374!UTM  11      -   0.99981800  x   0.99999372  =   0.99981172
 FS1374
 FS1374|---------------------------------------------------------------------|
 FS1374| PID    Reference Object                     Distance      Geod. Az  |
 FS1374|                                                           dddmmss.s |
 FS1374| CS5931 BELL RM 2                            28.673 METERS 20557     |
 FS1374| CS5930 BELL RM 1                            30.779 METERS 29915     |
 FS1374|---------------------------------------------------------------------|
 FS1374
 FS1374                          SUPERSEDED SURVEY CONTROL
 FS1374
 FS1374  NAD 83(1992)-  35 29 40.86171(N)    115 01 45.89532(W) AD(1991.35) 3
 FS1374  NAD 83(1992)-  35 29 40.87060(N)    115 01 45.89284(W) AD(       ) 3
 FS1374  NAD 83(1992)-  35 29 40.86325(N)    115 01 45.90305(W) AD(       ) 3
 FS1374  NAD 83(1986)-  35 29 40.86484(N)    115 01 45.89294(W) AD(       ) 3
 FS1374  NGVD 29 (05/21/91) 1187.5    (m)         3896.     (f) VERT ANG       
 FS1374
 FS1374.Superseded values are not recommended for survey control.
 FS1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1374.See file dsdata.txt to determine how the superseded data were derived.
 FS1374
 FS1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV7874229689(NAD 83)
 FS1374_MARKER: DS = TRIANGULATION STATION DISK
 FS1374_SETTING: 80 = SET IN A BOULDER
 FS1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1374+STABILITY: SURFACE MOTION
 FS1374
 FS1374  HISTORY     - Date     Condition        Report By
 FS1374  HISTORY     - 1958     MONUMENTED       USGS
 FS1374
 FS1374                          STATION DESCRIPTION
 FS1374
 FS1374'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FS1374'LOCATED ABOUT 6 MI W. OF SEARCHLIGHT, 1 MI NE. OF BELL RANCH, 45
 FS1374'FT N. OF CENTER OF NIPTON RD.
 FS1374'
 FS1374'TO REACH FROM SEARCHLIGHT, DRIVE 6 MI W. ON NIPTON RD. TO STATION
 FS1374'ON NORTH SIDE OF RD.
 FS1374'
 FS1374'STATION MARK--STANDARD TABLET STAMPED---BELL 1958---, CEMENTED IN
 FS1374'LARGE BOULDER FLUSH WITH GROUND.
 FS1374'
 FS1374'RM 1--COPPER NAIL AND WASHER DRIVEN IN TRUNK OF JOSHUA TREE.
 FS1374'
 FS1374'RM 2--COPPER NAIL AND WASHER DRIVEN IN TRUNK OF JOSHUA TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8153 ***********************************************************************
 AH8153  DESIGNATION -  BELL
 AH8153  PID         -  AH8153
 AH8153  STATE/COUNTY-  NV/MINERAL
 AH8153  USGS QUAD   -  BELLEVILLE (1982)
 AH8153
 AH8153                         *CURRENT SURVEY CONTROL
 AH8153  ___________________________________________________________________
 AH8153* NAD 83(1994)-  38 13 55.72980(N)    118 10 26.75549(W)     ADJUSTED  
 AH8153* NAVD 88     -      1552.43   (+/-2cm)    5093.3    (feet)  VERTCON   
 AH8153  ___________________________________________________________________
 AH8153  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 AH8153  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AH8153
 AH8153  HORZ ORDER  -  THIRD
 AH8153  VERT ORDER  -  THIRD ? (See Below)
 AH8153
 AH8153.The horizontal coordinates were established by classical geodetic methods
 AH8153.and adjusted by the National Geodetic Survey in February 1999..
 AH8153
 AH8153.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8153.The vertical order pertains to the NGVD 29 superseded value.
 AH8153
 AH8153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8153
 AH8153.The geoid height was determined by GEOID03.
 AH8153
 AH8153;                    North         East     Units Scale Factor Converg.
 AH8153;SPC NV W     - 4,386,448.257   835,826.965   MT  0.99991580   +0 15 11.7
 AH8153;SPC NV W     -14,391,205.66  2,742,208.97   sFT  0.99991580   +0 15 11.7
 AH8153;UTM  11      - 4,232,224.353   397,241.369   MT  0.99973004   -0 43 36.0
 AH8153
 AH8153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8153!SPC NV W     -   0.99976038  x   0.99991580  =   0.99967620
 AH8153!UTM  11      -   0.99976038  x   0.99973004  =   0.99949048
 AH8153
 AH8153                          SUPERSEDED SURVEY CONTROL
 AH8153
 AH8153  NGVD 29 (02/26/99) 1551.26   (m)         5089.4    (f) LEVELING    3  
 AH8153
 AH8153.Superseded values are not recommended for survey control.
 AH8153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8153.See file dsdata.txt to determine how the superseded data were derived.
 AH8153
 AH8153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC9724132224(NAD 83)
 AH8153_MARKER: DS = TRIANGULATION STATION DISK
 AH8153_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH8153_PROJECTION: FLUSH
 AH8153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8153+STABILITY: SURFACE MOTION
 AH8153
 AH8153  HISTORY     - Date     Condition        Report By
 AH8153  HISTORY     - 1966     MONUMENTED       USGS
 AH8153
 AH8153                          STATION DESCRIPTION
 AH8153
 AH8153'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH8153'LOCATED ABOUT 9.2 MI. (AIRLINE) E. OF MARIETTA, ABOUT 8.5 MI. SW. OF
 AH8153'SODAVILLE, ABOUT 0.7 MI. N. OF BELLEVILLE (SITE), AT THE JUNCTION OF
 AH8153'STATE HIGHWAY 10 AND MARIETTA RD., ABOUT 130 FT. N. OF INTERSECTION.
 AH8153'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 10, GO
 AH8153'SE. ON STATE HIGHWAY 10 FOR 5 MI. TO RD. FORK TO MARIETTA. STATION
 AH8153'LOCATED N. OF INTERSECTION ABOUT 130 FT.
 AH8153'STATION MARK--STANDARD TABLET STAMPED---BELL 5089 1966--- SET ON
 AH8153'COPPERWELD CEMENTED AT TOP.
 AH8153'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED--- ---NO
 AH8153'1 1966--- CEMENTED IN BOULDER, 41.47 FT. FROM STATION MARK IN DIRECT
 AH8153'249 DEGREES 14 MINUTES.
 AH8153'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED--- ---NO
 AH8153'2 1966--- CEMENTED IN BOULDER, 84.71 FT. FROM STATION MARK IN DIRECT
 AH8153'88 DEGREES 08 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1146 ***********************************************************************
 AI1146  DESIGNATION -  BELT
 AI1146  PID         -  AI1146
 AI1146  STATE/COUNTY-  NV/NYE
 AI1146  USGS QUAD   -  QUARTET DOME (1962)
 AI1146
 AI1146                         *CURRENT SURVEY CONTROL
 AI1146  ___________________________________________________________________
 AI1146* NAD 83(1994)-  37 18 23.46705(N)    116 10 26.78424(W)     ADJUSTED  
 AI1146* NAVD 88     -      2204.6    (meters)    7233.     (feet)  VERTCON   
 AI1146  ___________________________________________________________________
 AI1146  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 AI1146  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AI1146
 AI1146  HORZ ORDER  -  THIRD
 AI1146
 AI1146.The horizontal coordinates were established by classical geodetic methods
 AI1146.and adjusted by the National Geodetic Survey in March 1999..
 AI1146
 AI1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1146
 AI1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1146
 AI1146.The geoid height was determined by GEOID03.
 AI1146
 AI1146;                    North         East     Units Scale Factor Converg.
 AI1146;SPC NV C     - 6,283,755.624   543,662.741   MT  0.99992348   +0 17 54.7
 AI1146;SPC NV C     -20,615,954.91  1,783,666.84   sFT  0.99992348   +0 17 54.7
 AI1146;UTM  11      - 4,129,196.076   573,189.387   MT  0.99966598   +0 30 02.1
 AI1146
 AI1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1146!SPC NV C     -   0.99965821  x   0.99992348  =   0.99958172
 AI1146!UTM  11      -   0.99965821  x   0.99966598  =   0.99932430
 AI1146
 AI1146                          SUPERSEDED SURVEY CONTROL
 AI1146
 AI1146  NGVD 29 (03/11/99) 2203.4    (m)         7229.     (f) VERT ANG       
 AI1146
 AI1146.Superseded values are not recommended for survey control.
 AI1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1146.See file dsdata.txt to determine how the superseded data were derived.
 AI1146
 AI1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB7318929196(NAD 83)
 AI1146_MARKER: DS = TRIANGULATION STATION DISK
 AI1146_SETTING: 66 = SET IN ROCK OUTCROP
 AI1146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1146+STABILITY: POSITION/ELEVATION WELL
 AI1146
 AI1146  HISTORY     - Date     Condition        Report By
 AI1146  HISTORY     - 1959     MONUMENTED       USGS
 AI1146
 AI1146                          STATION DESCRIPTION
 AI1146
 AI1146'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AI1146'LOCATED 46 MI. NNW. OF MERCURY, ON THE E. RIM OF A HIGH TIMBERED MESA
 AI1146'(NOT THE HIGHEST POINT) AND 20 MI. W. OF THE W. EDGE OF GROOM LAKE.
 AI1146'STATION REACHED BY HELICOPTER. STATION MARK--STANDARD TABLET
 AI1146'STAMPED---BELT 1959--- SET IN A LARGE FLAT SAND STONE OUTCROP FLUSH
 AI1146'WITH GROUND. REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET
 AI1146'STAMPED---NO 1 1959--- SET IN BOULDER 15.78 FT. FROM STATION MARK IN
 AI1146'DIRECTI 286 DEGREES 48 MINUTES. REFERENCE MARK NO. 2--STANDARD
 AI1146'REFERENCE MARK TABLET STAMPED---NO 2 1959--- SET IN ROCK OUTCROP 21.11
 AI1146'FT. FROM STATION MARK IN DIRECTION 199 DEGREES 05 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1147 ***********************************************************************
 AI1147  DESIGNATION -  BELTED
 AI1147  PID         -  AI1147
 AI1147  STATE/COUNTY-  NV/NYE
 AI1147  USGS QUAD   -  QUARTET DOME (1962)
 AI1147
 AI1147                         *CURRENT SURVEY CONTROL
 AI1147  ___________________________________________________________________
 AI1147* NAD 83(1994)-  37 21 02.95208(N)    116 10 14.63843(W)     ADJUSTED  
 AI1147* NAVD 88     -      2378.6    (meters)    7804.     (feet)  VERTCON   
 AI1147  ___________________________________________________________________
 AI1147  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 AI1147  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AI1147
 AI1147  HORZ ORDER  -  THIRD
 AI1147
 AI1147.The horizontal coordinates were established by classical geodetic methods
 AI1147.and adjusted by the National Geodetic Survey in March 1999..
 AI1147
 AI1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1147
 AI1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1147
 AI1147.The geoid height was determined by GEOID03.
 AI1147
 AI1147;                    North         East     Units Scale Factor Converg.
 AI1147;SPC NV C     - 6,288,673.483   543,936.010   MT  0.99992377   +0 18 03.2
 AI1147;SPC NV C     -20,632,089.59  1,784,563.39   sFT  0.99992377   +0 18 03.2
 AI1147;UTM  11      - 4,134,113.602   573,445.238   MT  0.99966644   +0 30 11.3
 AI1147
 AI1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1147!SPC NV C     -   0.99963092  x   0.99992377  =   0.99955472
 AI1147!UTM  11      -   0.99963092  x   0.99966644  =   0.99929748
 AI1147
 AI1147                          SUPERSEDED SURVEY CONTROL
 AI1147
 AI1147  NGVD 29 (03/11/99) 2377.4    (m)         7800.     (f) VERT ANG       
 AI1147
 AI1147.Superseded values are not recommended for survey control.
 AI1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1147.See file dsdata.txt to determine how the superseded data were derived.
 AI1147
 AI1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB7344534114(NAD 83)
 AI1147_MARKER: DS = TRIANGULATION STATION DISK
 AI1147_SETTING: 66 = SET IN ROCK OUTCROP
 AI1147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1147+STABILITY: POSITION/ELEVATION WELL
 AI1147
 AI1147  HISTORY     - Date     Condition        Report By
 AI1147  HISTORY     - 1959     MONUMENTED       USGS
 AI1147
 AI1147                          STATION DESCRIPTION
 AI1147
 AI1147'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AI1147'LOCATED ABOUT 47 MI. N. AND 10 MI. W. OF MERCURY, ABOUT 7 MI. N. AND 7
 AI1147'MI. W. OF OAK SPRINGS BUTTE, ON A TOP IN THE BELTED RANGE NEAR THE S.
 AI1147'END OF KAWICH VALLEY. STATION REACHED BY HELICOPTER. STATION
 AI1147'MARK--STANDARD TABLET STAMPED---BELTED 1959--- SET IN ROCK OUTCROP.
 AI1147'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 AI1147'1959--- SET IN ROCK OUTCROP, 18.48 FT. FROM STATION MARK IN DIRECTION
 AI1147'245 DEGREES 54 MINUTES. REFERENCE MARK NO. 2--STANDARD REFERENCE MARK
 AI1147'TABLET STAMPED---NO 2 1959--- SET IN ROCK OUTCROP, 20.80 FT. FROM
 AI1147'STATION MARK IN DIRECTION 354 DEGREES 05 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0999 ***********************************************************************
 HQ0999  DESIGNATION -  BELTED PEAK
 HQ0999  PID         -  HQ0999
 HQ0999  STATE/COUNTY-  NV/NYE
 HQ0999  USGS QUAD   -  BELTED PEAK (1987)
 HQ0999
 HQ0999                         *CURRENT SURVEY CONTROL
 HQ0999  ___________________________________________________________________
 HQ0999* NAD 83(1994)-  37 34 07.40185(N)    116 04 33.93565(W)     ADJUSTED  
 HQ0999* NAVD 88     -      2502.4    (meters)    8210.     (feet)  VERTCON   
 HQ0999  ___________________________________________________________________
 HQ0999  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HQ0999  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0999
 HQ0999  HORZ ORDER  -  FIRST
 HQ0999
 HQ0999.The horizontal coordinates were established by classical geodetic methods
 HQ0999.and adjusted by the National Geodetic Survey in June 1998..
 HQ0999
 HQ0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0999
 HQ0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0999
 HQ0999.The geoid height was determined by GEOID03.
 HQ0999
 HQ0999;                    North         East     Units Scale Factor Converg.
 HQ0999;SPC NV C     - 6,312,903.846   552,168.842   MT  0.99993351   +0 21 36.3
 HQ0999;SPC NV C     -20,711,585.37  1,811,573.94   sFT  0.99993351   +0 21 36.3
 HQ0999;SPC NV E     - 8,312,854.040   156,471.665   MT  0.99992333   -0 18 01.6
 HQ0999;SPC NV E     -27,273,088.63    513,357.45   sFT  0.99992333   -0 18 01.6
 HQ0999;UTM  11      - 4,158,366.775   581,590.201   MT  0.99968200   +0 33 48.1
 HQ0999
 HQ0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0999!SPC NV C     -   0.99961144  x   0.99993351  =   0.99954498
 HQ0999!SPC NV E     -   0.99961144  x   0.99992333  =   0.99953480
 HQ0999!UTM  11      -   0.99961144  x   0.99968200  =   0.99929356
 HQ0999
 HQ0999|---------------------------------------------------------------------|
 HQ0999| PID    Reference Object                     Distance      Geod. Az  |
 HQ0999|                                                           dddmmss.s |
 HQ0999| DD5358 BELTED PEAK RM 1                      8.202 METERS 08218     |
 HQ0999| DD5360 BELTED PEAK RM 3                                   1730019.2 |
 HQ0999| DD5359 BELTED PEAK RM 2                      9.143 METERS 17936     |
 HQ0999|---------------------------------------------------------------------|
 HQ0999
 HQ0999                          SUPERSEDED SURVEY CONTROL
 HQ0999
 HQ0999  NAD 83(1986)-  37 34 07.39798(N)    116 04 33.94195(W) AD(       ) 1
 HQ0999  NAD 27      -  37 34 07.58900(N)    116 04 30.79400(W) AD(       ) 1
 HQ0999  NGVD 29 (07/19/86) 2501.2    (m)         8206.     (f) VERT ANG       
 HQ0999
 HQ0999.Superseded values are not recommended for survey control.
 HQ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0999.See file dsdata.txt to determine how the superseded data were derived.
 HQ0999
 HQ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB8159058367(NAD 83)
 HQ0999_MARKER: DS = TRIANGULATION STATION DISK
 HQ0999_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0999
 HQ0999  HISTORY     - Date     Condition        Report By
 HQ0999  HISTORY     - 1933     MONUMENTED       USGS
 HQ0999  HISTORY     - 1950     GOOD             CGS
 HQ0999  HISTORY     - 1952     GOOD             AMS
 HQ0999
 HQ0999                          STATION DESCRIPTION
 HQ0999
 HQ0999'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (FGJ)
 HQ0999'STATION IS ON BELTED PEAK, A HIGH ROCKY MOUNTAIN.
 HQ0999'
 HQ0999'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 HQ0999'IN U.S.G.S. CROSS IN OUTCROPPING BEDROCK, AND SURROUNDED BY A
 HQ0999'TRIANGLE CHISELED IN THE ROCK.  REFERENCES
 HQ0999'AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING
 HQ0999'BEDROCK.
 HQ0999'
 HQ0999'AZIMUTH MARK IS ON THE SMALL ROCKY KNOLL 1/4 MILE S OF THE
 HQ0999'STATION.
 HQ0999'
 HQ0999'REACHED FROM CEDAR PIPE LINE CAMP AS FOLLOWS--GO S OUT GATE AND
 HQ0999'CONTINUE ON THIS ROAD 3.1 MILES, TAKE LEFT FORK AND GO 10.9 MILES,
 HQ0999'TURN LEFT AT CROSS ROAD AND GO 4.1 MILES, TAKE RIGHT FORK AND
 HQ0999'CONTINUE ON THIS ROAD AS FAR AS POSSIBLE, LEAVE TRUCK AND
 HQ0999'CLIMB UP RIDGE TO LEFT TO THE TOP OF MOUNTAIN AND STATION.
 HQ0999
 HQ0999                          STATION RECOVERY (1950)
 HQ0999
 HQ0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0999'THE STATION AND REFERENCE MARKS WERE FOUND TO BE IN GOOD
 HQ0999'CONDITION.  A DIFFERENCE IN DISTANCE AND DIRECTION WAS FOUND TO
 HQ0999'REFERENCE MARK NO. 1.  THE STATION AND REFERENCE MARKS WERE
 HQ0999'FURTHER STAMPED PEAK USGS SINCE THE STATION MARK IS SET IN THE
 HQ0999'IDENTICAL LOCATION WITH THE RECOVERED TRIANGULATION STATION
 HQ0999'OF THE U.S. GEOLOGICAL SURVEY.  IT IS ACCEPTED BY OUR OFFICE AS
 HQ0999'A REMARKING OF THE STATION.  ALSO A NUMBER 3 WAS STAMPED ON
 HQ0999'REFERENCE MARK NO. 3 AS IT WAS OMITED IN THE ORIGINAL
 HQ0999'STAMPING.  A NEW TO REACH ALONG WITH THE CORRECT DATA IS LISTED
 HQ0999'BELOW.
 HQ0999'
 HQ0999'THE STATION IS LOCATED ABOUT 73 MILES SOUTHEAST OF TONOPAH, ABOUT
 HQ0999'66 MILES NORTHEAST OF BEATTY, ABOUT 13 MILES SOUTH OF THE CEDAR
 HQ0999'CORRAL CAMP, ABOUT 9 MILES EAST OF GOLD REED AND ABOUT 4 MILES
 HQ0999'NORTH OF CLIFF SPRINGS.  IT IS ON THE HIGHEST POINT OF THE
 HQ0999'SOUTHERNMOST ONE OF TWO REDISH COLORED ROCK COVERED PEAKS THAT
 HQ0999'ARE ON THE NORTH END OF THE BELTED RANGE OF MOUNTAINS.  IT IS
 HQ0999'STAMPED BELTED PEAK USGS 1933 AND SET IN THE TOP OF A BOULDER
 HQ0999'THAT PROJECTS ABOUT 12 INCHES.
 HQ0999'
 HQ0999'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 FEET LOWER THAN THE
 HQ0999'STATION.  IT IS ON THE EAST SLOPE OF THE PEAK AND SET IN THE
 HQ0999'TOP OF A BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND.
 HQ0999'THE MARK IS STAMPED BELTED PEAK USGS NO 1 1933.
 HQ0999'
 HQ0999'REFERENCE MARK NO. 2 IS APPROXIMATELY 4 FEET LOWER THAN THE
 HQ0999'STATION.  IT IS SET IN THE TOP OF A BOULDER THAT PROJECTS
 HQ0999'ABOUT 3 FEET ABOVE THE GROUND.  THE MARK IS STAMPED BELTED PEAK
 HQ0999'USGS NO 2 1933.
 HQ0999'
 HQ0999'THE AZIMUTH MARK IS A BRONZE REFERENCE DISK.
 HQ0999'IT IS SET IN THE TOP OF A BOULDER THAT PROJECTS
 HQ0999'ABOUT 4 FEET ABOVE THE GROUND.  IT IS LOCATED ON THE FIRST ROCKY
 HQ0999'POINT SOUTH OF THE STATION WITH A POINT OF HIGHER ELEVATION
 HQ0999'ABOUT 0.1 MILE TO THE SOUTH.  THE MARK IS 8 FEET WEST OF A 20
 HQ0999'FOOT VERTICAL CLIFF AND IT IS STAMPED BELTED PEAK USGS NO 3 1933.
 HQ0999'
 HQ0999'THE STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 95 AND 6
 HQ0999'IN TONOPAH BY GOING EASTERLY ON U.S. HIGHWAY 6 FOR 12.0 MILES TO
 HQ0999'A PAVED ROAD RIGHT.  TURN RIGHT AND FOLLOW THE PAVED ROAD FOR 22.8
 HQ0999'MILES TO A DRY LAKE.  CROSS THE LAKE BED, THENCE CONTINUE
 HQ0999'ALONG THE PAVED ROAD FOR 8.1 MILES TO A FORK.  TAKE THE LEFT FORK
 HQ0999'AND GO 2.0 MILES TO THE END OF THE PAVED ROAD AT AN OLD BUILDING
 HQ0999'ON THE LEFT AND A DUGOUT ON THE RIGHT.  FOLLOW THE MAIN BLADED
 HQ0999'ROAD FOR 7.9 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 8.7
 HQ0999'MILES TO THE SUMMIT OF A PASS.  CONTINUE ALONG THE BLADED ROAD
 HQ0999'FOR 10.9 MILES TO A ROAD RIGHT AT A SIGN TONOPAH 72.  THIS
 HQ0999'IS AT THE NORTHWEST SIDE OF A WATER HOLE AND BUILDINGS OF THE
 HQ0999'CEDAR CORRAL CATTLE CAMP.  FOLLOW THE ROAD AROUND THE NORTHEAST
 HQ0999'SIDE OF THE BUILDINGS TO A FORK.  TAKE THE RIGHT FORK AND GO
 HQ0999'1.1 MILES TO A TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW THE
 HQ0999'TRACK ROAD FOR 10.95 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 HQ0999'GO 2.8 MILES TO A CROSSROAD.  TURN RIGHT AND FOLLOW THE
 HQ0999'MAIN TRAVELED ROAD FOR 7.15 MILES TO A ROAD RIGHT DOWN WASH.
 HQ0999'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE.  AT THIS POINT THE STATION
 HQ0999'BEARS 90 DEGREES TRUE.  TURN LEFT, LEAVING THE ROAD, AND
 HQ0999'CONTINUE CROSS COUNTRY TRAVEL, PICKING WAY TO THE BASE OF
 HQ0999'PEAK A TOTAL DISTANCE OF ABOUT 2 MILES.  A PORTION OF THIS CROSS
 HQ0999'COUNTRY TRAVEL REQUIRES A 4 WHEEL DRIVE VEHICLE.  A 1 HOUR
 HQ0999'PACK WITH A 4 WHEEL DRIVE VEHICLE AND A 1 HOUR AND 30 MINUTES
 HQ0999'PACK WITH A 2 WHEEL DRIVE VEHICLE.
 HQ0999'
 HQ0999'OBSERVATIONS MADE FROM A 1.13 METER TRIPOD.
 HQ0999
 HQ0999                          STATION RECOVERY (1952)
 HQ0999
 HQ0999'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ0999'STATION AND THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION AND
 HQ0999'AS DESCRIBED.
 HQ0999'
 HQ0999'THE AZIMUTH MARK WAS NOT VISITED.
 HQ0999'
 HQ0999'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE HIGHEST AND
 HQ0999'SOUTHERNMOST OF TWO RUST COLORED PEAKS.  223 FEET SSW OF A SADDLE.
 HQ0999'28 FEET WEST OF CENTER OF AN OVERHANGING BOULDER.  270 FEET NNE OF
 HQ0999'THE POINT ON THE RIDGE WHERE THE RIDGE LINE TURNS ABRUPTLY TOWARD
 HQ0999'THE WEST.  13 FEET SE OF THE EDGE OF A SHEER DROP.
 HQ0999'
 HQ0999'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF AN
 HQ0999'OUTCROPPING BOULDER PROJECTING 0.8 FOOT AND IS STAMPED
 HQ0999'BELTED PEAK USGS 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0685 ***********************************************************************
 MU0685  DESIGNATION -  BENCH
 MU0685  PID         -  MU0685
 MU0685  STATE/COUNTY-  NV/ELKO
 MU0685  USGS QUAD   -  DEEP CREEK (1987)
 MU0685
 MU0685                         *CURRENT SURVEY CONTROL
 MU0685  ___________________________________________________________________
 MU0685* NAD 83(1994)-  41 30 25.23430(N)    116 07 43.58630(W)     ADJUSTED  
 MU0685* NAVD 88     -      2035.4    (meters)    6678.     (feet)  VERTCON   
 MU0685  ___________________________________________________________________
 MU0685  LAPLACE CORR-           7.79  (seconds)                    DEFLEC99
 MU0685  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 MU0685
 MU0685  HORZ ORDER  -  THIRD
 MU0685
 MU0685.The horizontal coordinates were established by classical geodetic methods
 MU0685.and adjusted by the National Geodetic Survey in June 1998..
 MU0685
 MU0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0685
 MU0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0685
 MU0685.The geoid height was determined by GEOID03.
 MU0685
 MU0685;                    North         East     Units Scale Factor Converg.
 MU0685;SPC NV E     - 8,750,091.467   154,467.176   MT  0.99992551   -0 21 41.3
 MU0685;SPC NV E     -28,707,591.75    506,781.06   sFT  0.99992551   -0 21 41.3
 MU0685;UTM  11      - 4,595,408.767   572,707.443   MT  0.99966505   +0 34 38.6
 MU0685
 MU0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0685!SPC NV E     -   0.99968357  x   0.99992551  =   0.99960911
 MU0685!UTM  11      -   0.99968357  x   0.99966505  =   0.99934873
 MU0685
 MU0685:                Primary Azimuth Mark                     Grid Az
 MU0685:SPC NV E     -  WHITE                                    335 59 49.4
 MU0685:UTM  11      -  WHITE                                    335 03 29.5
 MU0685
 MU0685|---------------------------------------------------------------------|
 MU0685| PID    Reference Object                     Distance      Geod. Az  |
 MU0685|                                                           dddmmss.s |
 MU0685| MU0457 WHITE                               APPROX.12.8 KM 3353808.1 |
 MU0685|---------------------------------------------------------------------|
 MU0685
 MU0685                          SUPERSEDED SURVEY CONTROL
 MU0685
 MU0685  NAD 83(1986)-  41 30 25.23961(N)    116 07 43.57893(W) AD(       ) 3
 MU0685  NGVD 29 (11/08/90) 2034.2    (m)         6674.     (f) VERT ANG       
 MU0685
 MU0685.Superseded values are not recommended for survey control.
 MU0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0685.See file dsdata.txt to determine how the superseded data were derived.
 MU0685
 MU0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF7270795409(NAD 83)
 MU0685_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MU0685_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MU0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0685
 MU0685  HISTORY     - Date     Condition        Report By
 MU0685  HISTORY     - 1955     MONUMENTED
 MU0685  HISTORY     - 1955     GOOD             USGS
 MU0685
 MU0685                          STATION DESCRIPTION
 MU0685
 MU0685'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 MU0685'TEXT PREVIOUSLY SUBMITTED IN JOB TA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0083 ***********************************************************************
 GS0083  DESIGNATION -  BEND
 GS0083  PID         -  GS0083
 GS0083  STATE/COUNTY-  NV/NYE
 GS0083  USGS QUAD   -  POINT OF ROCKS (1984)
 GS0083
 GS0083                         *CURRENT SURVEY CONTROL
 GS0083  ___________________________________________________________________
 GS0083* NAD 83(1994)-  36 37 29.41646(N)    116 00 22.17924(W)     ADJUSTED  
 GS0083* NAVD 88     -      1034.407  (meters)    3393.72   (feet)  ADJUSTED  
 GS0083  ___________________________________________________________________
 GS0083  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 GS0083  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 GS0083  DYNAMIC HT  -        1033.313 (meters)    3390.13  (feet)  COMP
 GS0083  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 GS0083
 GS0083  HORZ ORDER  -  SECOND
 GS0083  VERT ORDER  -  SECOND    CLASS 0
 GS0083
 GS0083.The horizontal coordinates were established by classical geodetic methods
 GS0083.and adjusted by the National Geodetic Survey in June 1998..
 GS0083
 GS0083.The orthometric height was determined by differential leveling
 GS0083.and adjusted by the National Geodetic Survey in June 1991..
 GS0083
 GS0083.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0083
 GS0083.The geoid height was determined by GEOID03.
 GS0083
 GS0083.The dynamic height is computed by dividing the NAVD 88
 GS0083.geopotential number by the normal gravity value computed on the
 GS0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0083.degrees latitude (g = 980.6199 gals.).
 GS0083
 GS0083.The modeled gravity was interpolated from observed gravity values.
 GS0083
 GS0083;                    North         East     Units Scale Factor Converg.
 GS0083;SPC NV C     - 6,208,201.698   559,074.778   MT  0.99994298   +0 23 38.6
 GS0083;SPC NV C     -20,368,075.07  1,834,231.17   sFT  0.99994298   +0 23 38.6
 GS0083;SPC NV E     - 8,208,081.802   162,182.995   MT  0.99991761   -0 15 08.1
 GS0083;SPC NV E     -26,929,348.38    532,095.38   sFT  0.99991761   -0 15 08.1
 GS0083;UTM  11      - 4,053,715.534   588,861.734   MT  0.99969728   +0 35 34.6
 GS0083
 GS0083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0083!SPC NV C     -   0.99984192  x   0.99994298  =   0.99978491
 GS0083!SPC NV E     -   0.99984192  x   0.99991761  =   0.99975954
 GS0083!UTM  11      -   0.99984192  x   0.99969728  =   0.99953925
 GS0083
 GS0083|---------------------------------------------------------------------|
 GS0083| PID    Reference Object                     Distance      Geod. Az  |
 GS0083|                                                           dddmmss.s |
 GS0083| CC5168 BEND RM 1                            17.370 METERS 04439     |
 GS0083| GS0082 BEND RM 2                            16.280 METERS 13834     |
 GS0083| CC5169 BEND RM 3 AZIMUTH                                  2904326.3 |
 GS0083|---------------------------------------------------------------------|
 GS0083
 GS0083                          SUPERSEDED SURVEY CONTROL
 GS0083
 GS0083  NAD 83(1992)-  36 37 29.42733(N)    116 00 22.18178(W) AD(1991.35) 2
 GS0083  NAD 83(1992)-  36 37 29.43052(N)    116 00 22.18661(W) AD(       ) 2
 GS0083  NAD 83(1986)-  36 37 29.42179(N)    116 00 22.17726(W) AD(       ) 2
 GS0083  NAD 27      -  36 37 29.58400(N)    116 00 19.06900(W) AD(       ) 2
 GS0083  NGVD 29 (??/??/??) 1033.584  (m)         3391.02   (f) ADJUSTED    2 0
 GS0083
 GS0083.Superseded values are not recommended for survey control.
 GS0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0083.See file dsdata.txt to determine how the superseded data were derived.
 GS0083
 GS0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA8886253716(NAD 83)
 GS0083_MARKER: DS = TRIANGULATION STATION DISK
 GS0083_SETTING: 66 = SET IN ROCK OUTCROP
 GS0083_SP_SET: ROCK OUTCROP
 GS0083_STAMPING: BEND 1933
 GS0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0083+STABILITY: POSITION/ELEVATION WELL
 GS0083
 GS0083  HISTORY     - Date     Condition        Report By
 GS0083  HISTORY     - 1933     MONUMENTED       CGS
 GS0083  HISTORY     - 1946     SEE DESCRIPTION  CGS
 GS0083  HISTORY     - 1952     SEE DESCRIPTION  AMS
 GS0083  HISTORY     - 1952     GOOD             NGS
 GS0083  HISTORY     - 1959     GOOD             USGS
 GS0083  HISTORY     - 1968     MARK NOT FOUND   NGS
 GS0083  HISTORY     - 1981     MARK NOT FOUND   USGS
 GS0083
 GS0083                          STATION DESCRIPTION
 GS0083
 GS0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 GS0083'STATION IS LOCATED AT THE JUNCTION OF THE LAS VEGAS-TONOPAH HIGHWAY
 GS0083'AND THE ROAD TO CANE SPRINGS.
 GS0083'
 GS0083'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS WEDGED
 GS0083'IN A DRILL HOLE IN A BOULDER, AS DESCRIBED IN NOTES 4 AND
 GS0083'9A.  REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN A
 GS0083'BOULDER, AS DESCRIBED IN NOTES 12C.
 GS0083'
 GS0083'AZIMUTH MARK IS 0.2 MILE W OF STATION AND 50 FEET N OF HIGHWAY.
 GS0083'
 GS0083'REACHED FROM INDIAN SPRINGS AS FOLLOWS--GO W ON HIGHWAY
 GS0083'19.4 MILES TO THE JUNCTION MENTIONED ABOVE AND STATION.  STATION
 GS0083'IS 50 FEET E OF THE HIGHWAY JUST ACROSS THE ROAD LEADING
 GS0083'TO CANE SPRINGS.
 GS0083
 GS0083                          STATION RECOVERY (1946)
 GS0083
 GS0083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (LGC)
 GS0083'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A
 GS0083'NEW DRIVE DESCRIPTION FOLLOWS--
 GS0083'
 GS0083'FROM THE NYE-CLARK COUNTY LINE NW OF INDIAN SPRINGS, DRIVE
 GS0083'W FOR 4.2 MILES ALONG U.S. HIGHWAY 95 TO JUNCTION WITH OAK
 GS0083'SPRINGS ROAD, DRIVE NW ALONG OAK SPRINGS ROAD 2.7 MILES TO STATION
 GS0083'ON THE RIGHT, 0.2 MILE SE OF CURVE N.
 GS0083
 GS0083                          STATION RECOVERY (1952)
 GS0083
 GS0083'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 GS0083'STATION WAS RECOVERED IN GOOD CONDITION.
 GS0083'
 GS0083'REFERENCE MARK 1 PRESUMED LOST.
 GS0083'
 GS0083'A SEARCH BY TWO MEN FAILED TO LOCATE THE AZIMUTH MARK.
 GS0083'
 GS0083'THE STATION IS LOCATED 82.3 FEET SW OF CENTER LINE OF HIGHWAY
 GS0083'IN CURVE.  98.2 FEET WSW OF CENTER LINE OF HIGHWAY AND CENTER
 GS0083'LINE OF SHORT TRAIL TO THE SW, AT THE CENTER OF A LARGE FADED RED
 GS0083'CLOTH CROSS TARGET.
 GS0083'
 GS0083'THE STATION MARK IS A STANDARD BRONZE DISC, SET IN THE TOP
 GS0083'OF A 2 FOOT SQUARE ROCK, PROJECTING 1 FOOT ABOVE GROUND LEVEL.
 GS0083'
 GS0083'REFERENCE MARK 1 MEASUREMENTS INDICATE IT HAS BEEN GRADED OUT
 GS0083'OF BURM OF NEW HIGHWAY.
 GS0083'
 GS0083'REFERENCE MARK 2, A STANDARD DISK STAMPED BEND NO 2 1933, IS
 GS0083'SET ESE OF STATION (NOT SE AS DESCRIBED) IN 6-INCH SQUARE ROCK,
 GS0083'PROJECTS 6-INCHES.
 GS0083
 GS0083                          STATION RECOVERY (1952)
 GS0083
 GS0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GS0083'19.8 MI NW FROM INDIAN SPRINGS.
 GS0083'17.5 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE HIGHWAY
 GS0083'MAINTENANCE STATION AT INDIAN SPRINGS, THENCE 2.35 MILES
 GS0083'NORTHWEST ALONG AN OILED ROAD, 0.35 MILE SOUTHEAST OF AN
 GS0083'INTERSECTION WITH DESERT ROCK DRIVE, 88 FEET SOUTHWEST OF THE
 GS0083'CENTER LINE OF AN OILED ROAD, 118 FEET NORTHEAST OF THE NORTHEAST
 GS0083'EDGE OF A DRY WASH, 83 FEET NORTHEAST OF THE CENTER LINE OF AN
 GS0083'OLD ROAD BED, 1 FOOT ABOVE THE GROUND, SET IN THE TOP OF A
 GS0083'ROCK OUTCROP.  NOTE-- NEW ROAD CONSTRUCTION.
 GS0083
 GS0083                          STATION RECOVERY (1959)
 GS0083
 GS0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GS0083'RECOVERED AS DESCRIBED IN 1933 IN NGS DESCRIPTION LIST 36 116 1,
 GS0083'STATION 1002.  ALL MARKS IN GOOD CONDITION EXCEPT RM 1 NOT FOUND.
 GS0083
 GS0083                          STATION RECOVERY (1968)
 GS0083
 GS0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GS0083'MARK NOT FOUND.
 GS0083
 GS0083                          STATION RECOVERY (1981)
 GS0083
 GS0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GS0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0901 ***********************************************************************
 LR0901  DESIGNATION -  BEND
 LR0901  PID         -  LR0901
 LR0901  STATE/COUNTY-  NV/EUREKA
 LR0901  USGS QUAD   -  BOBS FLAT (1986)
 LR0901
 LR0901                         *CURRENT SURVEY CONTROL
 LR0901  ___________________________________________________________________
 LR0901* NAD 83(1994)-  40 39 40.59377(N)    116 27 03.60889(W)     ADJUSTED  
 LR0901* NAVD 88     -      1570.4    (meters)    5152.     (feet)  VERTCON   
 LR0901  ___________________________________________________________________
 LR0901  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 LR0901  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 LR0901
 LR0901  HORZ ORDER  -  SECOND
 LR0901
 LR0901.The horizontal coordinates were established by classical geodetic methods
 LR0901.and adjusted by the National Geodetic Survey in June 1998..
 LR0901
 LR0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0901
 LR0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0901
 LR0901.The geoid height was determined by GEOID03.
 LR0901
 LR0901;                    North         East     Units Scale Factor Converg.
 LR0901;SPC NV E     - 8,656,395.827   126,632.962   MT  0.99996623   -0 33 55.4
 LR0901;SPC NV E     -28,400,191.98    415,461.64   sFT  0.99996623   -0 33 55.4
 LR0901;SPC NV C     - 6,656,056.204   518,235.703   MT  0.99990409   +0 08 25.9
 LR0901;SPC NV C     -21,837,411.06  1,700,244.97   sFT  0.99990409   +0 08 25.9
 LR0901;UTM  11      - 4,501,301.469   546,407.202   MT  0.99962651   +0 21 27.8
 LR0901
 LR0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0901!SPC NV E     -   0.99975680  x   0.99996623  =   0.99972304
 LR0901!SPC NV C     -   0.99975680  x   0.99990409  =   0.99966092
 LR0901!UTM  11      -   0.99975680  x   0.99962651  =   0.99938341
 LR0901
 LR0901:                Primary Azimuth Mark                     Grid Az
 LR0901:SPC NV E     -  33 JD                                    072 39 53.7
 LR0901:SPC NV C     -  33 JD                                    071 57 32.4
 LR0901:UTM  11      -  33 JD                                    071 44 30.5
 LR0901
 LR0901|---------------------------------------------------------------------|
 LR0901| PID    Reference Object                     Distance      Geod. Az  |
 LR0901|                                                           dddmmss.s |
 LR0901| DC9785 33 JD                                              0720558.3 |
 LR0901| DC9797 BEND RM 1                                          08455     |
 LR0901| DC9798 BEND RM 2                                          18803     |
 LR0901|---------------------------------------------------------------------|
 LR0901
 LR0901                          SUPERSEDED SURVEY CONTROL
 LR0901
 LR0901  NAD 83(1986)-  40 39 40.59694(N)    116 27 03.60258(W) AD(       ) 2
 LR0901  NAD 27      -  40 39 40.90970(N)    116 27 00.29810(W) AD(       ) 2
 LR0901  NGVD 29 (07/19/86) 1569.3    (m)         5149.     (f) VERT ANG       
 LR0901
 LR0901.Superseded values are not recommended for survey control.
 LR0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0901.See file dsdata.txt to determine how the superseded data were derived.
 LR0901
 LR0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF4640701301(NAD 83)
 LR0901_MARKER: DS = TRIANGULATION STATION DISK
 LR0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0901_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LR0901
 LR0901  HISTORY     - Date     Condition        Report By
 LR0901  HISTORY     - 1958     MONUMENTED       CGS
 LR0901
 LR0901                          STATION DESCRIPTION
 LR0901
 LR0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0901'THE STATION IS 4.6 MILE NORTH-NORTHEAST OF BEOWAWE, 4.5
 LR0901'MILE SOUTHEAST OF DUNPHY AND 0.5 MILE SOUTHWEST OF THE
 LR0901'INTERSECTION OF U.S. HIGHWAY 40 AND STATE ROUTE 21 ON THE
 LR0901'SUMMIT OF A ROUND TOPPED HILL ABOUT 0.2 SOUTH OF U.S.
 LR0901'HIGHWAY 40.
 LR0901'
 LR0901'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 40
 LR0901'AND STATE ROUTE 21 GO SOUTHEAST ON STATE ROUTE 21 FOR 0.05 MILE
 LR0901'TO THE CATTLE GUARD, TURN SHARP RIGHT, WEST, AND FOLLOW ALONG
 LR0901'THE SOUTH SIDE OF THE SOUTH RIGHT OF WAY FENCE LINE FOR 0.5
 LR0901'MILE TO THE CREST OF THE RIDGE, TURN LEFT AND FOLLOW THE RIDGE
 LR0901'FOR 0.2 MILE TO THE HIGHEST POINT AND THE STATION SITE.
 LR0901'
 LR0901'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS STAMPED
 LR0901'BEND 1958 WITH THE REFERENCE MARKS FURTHER STAMPED NO 1
 LR0901'AND NO 2 RESPECTIVELY.
 LR0901'
 LR0901'THE STATION MARK AND REFERENCE MARK NO 2 ARE SET IN CYLINDRICAL
 LR0901'CONCRETE POSTS EACH PROJECTING ABOUT 3 INCHES.
 LR0901'
 LR0901'REFERENCE MARK NO 1 IS SET IN A DRILL HOLE IN A BOULDER
 LR0901'PROJECTING 6 INCHES.
 LR0901'
 LR0901'THE AZIMUTH MARK IS A STANDARD USGS BENCH MARK DISK SET IN THE
 LR0901'TOP OF A 6 X 6 INCH CONCRETE POST PROJECTING 2 INCHES AND
 LR0901'STAMPED 33 JD 1956 4925.  IT IS 34 PACES NORTH OF THE CENTER
 LR0901'LINE OF U.S. HIGHWAY 40, 34 PACES NORTHWEST OF A LARGE HIGHWAY
 LR0901'SIGN READING BEOWAWE-GOLD ACRES AND 12 FEET WEST-SOUTHWEST OF
 LR0901'THE WEST END OF A STEEL GATE.
 LR0901'
 LR0901'A 4 WHEEL DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0082 ***********************************************************************
 GS0082  DESIGNATION -  BEND RM 2
 GS0082  PID         -  GS0082
 GS0082  STATE/COUNTY-  NV/NYE
 GS0082  USGS QUAD   -  POINT OF ROCKS (1984)
 GS0082
 GS0082                         *CURRENT SURVEY CONTROL
 GS0082  ___________________________________________________________________
 GS0082* NAD 83(1986)-  36 37 29.     (N)    116 00 22.     (W)     SCALED    
 GS0082* NAVD 88     -      1034.214  (meters)    3393.08   (feet)  ADJUSTED  
 GS0082  ___________________________________________________________________
 GS0082  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 GS0082  DYNAMIC HT  -        1033.121 (meters)    3389.50  (feet)  COMP
 GS0082  MODELED GRAV-     979,539.4   (mgal)                       NAVD 88
 GS0082
 GS0082  VERT ORDER  -  SECOND    CLASS 0
 GS0082
 GS0082.The horizontal coordinates were scaled from a topographic map and have
 GS0082.an estimated accuracy of +/- 6 seconds.
 GS0082
 GS0082.The orthometric height was determined by differential leveling
 GS0082.and adjusted by the National Geodetic Survey in June 1991..
 GS0082
 GS0082.The geoid height was determined by GEOID03.
 GS0082
 GS0082.The dynamic height is computed by dividing the NAVD 88
 GS0082.geopotential number by the normal gravity value computed on the
 GS0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0082.degrees latitude (g = 980.6199 gals.).
 GS0082
 GS0082.The modeled gravity was interpolated from observed gravity values.
 GS0082
 GS0082;                    North         East    Units  Estimated Accuracy
 GS0082;SPC NV C     - 6,208,190.      559,080.      MT  (+/- 180 meters Scaled)
 GS0082
 GS0082                          SUPERSEDED SURVEY CONTROL
 GS0082
 GS0082  NGVD 29 (??/??/??) 1033.391  (m)         3390.38   (f) ADJUSTED    2 0
 GS0082
 GS0082.Superseded values are not recommended for survey control.
 GS0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0082.See file dsdata.txt to determine how the superseded data were derived.
 GS0082
 GS0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA888537(NAD 83)
 GS0082_MARKER: DR = REFERENCE MARK DISK
 GS0082_SETTING: 66 = SET IN ROCK OUTCROP
 GS0082_SP_SET: ROCK OUTCROP
 GS0082_STAMPING: BEND NO 2 1933
 GS0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0082+STABILITY: POSITION/ELEVATION WELL
 GS0082
 GS0082  HISTORY     - Date     Condition        Report By
 GS0082  HISTORY     - 1933     MONUMENTED       CGS
 GS0082  HISTORY     - 1952     GOOD             NGS
 GS0082  HISTORY     - 1981     MARK NOT FOUND   USGS
 GS0082
 GS0082                          STATION DESCRIPTION
 GS0082
 GS0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GS0082'19.8 MI NW FROM INDIAN SPRINGS.
 GS0082'17.5 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE HIGHWAY
 GS0082'MAINTENANCE STATION ST INDIAN SPRINGS, THENCE 2.35 MILES
 GS0082'NORTHWEST ALONG AN OILED ROAD, 0.35 MILE SOUTHEAST OF AN
 GS0082'INTERSECTION WITH DESERT ROCK DRIVE, 74 FEET SOUTHWEST OF THE
 GS0082'CENTER LINE OF AN OILED ROAD, 53.3 FEET SOUTHEAST OF
 GS0082'TRIANGULATION STATION BEND 1933, 0.4 FOOT ABOVE THE GROUND, SET
 GS0082'IN THE TOP OF A ROCK OUTCROP.
 GS0082
 GS0082                          STATION RECOVERY (1981)
 GS0082
 GS0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GS0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1733 ***********************************************************************
 KR1733  DESIGNATION -  BENDER RESET
 KR1733  PID         -  KR1733
 KR1733  STATE/COUNTY-  NV/WASHOE
 KR1733  USGS QUAD   -  MT ROSE NW (1993)
 KR1733
 KR1733                         *CURRENT SURVEY CONTROL
 KR1733  ___________________________________________________________________
 KR1733* NAD 83(1994)-  39 29 16.60250(N)    119 57 47.65621(W)     ADJUSTED  
 KR1733* NAVD 88     -      1897.2    (meters)    6224.     (feet)  VERTCON   
 KR1733  ___________________________________________________________________
 KR1733  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 KR1733  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 KR1733
 KR1733  HORZ ORDER  -  SECOND
 KR1733
 KR1733.The horizontal coordinates were established by classical geodetic methods
 KR1733.and adjusted by the National Geodetic Survey in June 1998..
 KR1733
 KR1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1733
 KR1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1733
 KR1733.The geoid height was determined by GEOID03.
 KR1733
 KR1733;                    North         East     Units Scale Factor Converg.
 KR1733;SPC NV W     - 4,526,673.882   681,298.845   MT  1.00007342   -0 52 39.4
 KR1733;SPC NV W     -14,851,262.56  2,235,227.96   sFT  1.00007342   -0 52 39.4
 KR1733;SPC CA 2     -   704,137.827 2,175,193.849   MT  0.99993939   +1 17 02.8
 KR1733;SPC CA 2     - 2,310,158.85  7,136,448.49   sFT  0.99993939   +1 17 02.8
 KR1733;UTM  11      - 4,375,119.401   245,157.771   MT  1.00039968   -1 53 07.4
 KR1733;UTM  10      - 4,375,330.172   761,166.543   MT  1.00043987   +1 55 56.0
 KR1733
 KR1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1733!SPC NV W     -   0.99970615  x   1.00007342  =   0.99977955
 KR1733!SPC CA 2     -   0.99970615  x   0.99993939  =   0.99964556
 KR1733!UTM  11      -   0.99970615  x   1.00039968  =   1.00010572
 KR1733!UTM  10      -   0.99970615  x   1.00043987  =   1.00014589
 KR1733
 KR1733|---------------------------------------------------------------------|
 KR1733| PID    Reference Object                     Distance      Geod. Az  |
 KR1733|                                                           dddmmss.s |
 KR1733| DB6299 BENDER RM 1                          10.182 METERS 04301     |
 KR1733| DB6300 BENDER RM 2                          13.177 METERS 15008     |
 KR1733| KS1392 AIRWAY BCN 17 5 MI SW OF VERDI      APPROX. 6.8 KM 2553331.0 |
 KR1733| DB6298 BENDER AZ MK                                       3254131.3 |
 KR1733| KR1732 RENO AIRWAY BEACON 18               272.171 METERS 32758     |
 KR1733|---------------------------------------------------------------------|
 KR1733
 KR1733                          SUPERSEDED SURVEY CONTROL
 KR1733
 KR1733  NAD 83(1992)-  39 29 16.60212(N)    119 57 47.65397(W) AD(       ) 2
 KR1733  NAD 83(1986)-  39 29 16.59867(N)    119 57 47.65126(W) AD(       ) 2
 KR1733  NAD 27      -  39 29 16.92500(N)    119 57 43.93570(W) AD(       ) 2
 KR1733  NGVD 29 (07/19/86) 1896.0    (m)         6220.     (f) VERT ANG       
 KR1733
 KR1733.Superseded values are not recommended for survey control.
 KR1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1733.See file dsdata.txt to determine how the superseded data were derived.
 KR1733
 KR1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4515875119(NAD 83)
 KR1733
 KR1733  HISTORY     - Date     Condition        Report By
 KR1733  HISTORY     - 1897     MONUMENTED       CGS
 KR1733  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KR1733  HISTORY     - 1943     SEE DESCRIPTION  CGS
 KR1733  HISTORY     - 1944     SEE DESCRIPTION  CGS
 KR1733  HISTORY     - 1946     SEE DESCRIPTION  CGS
 KR1733  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KR1733
 KR1733                          STATION DESCRIPTION
 KR1733
 KR1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (CHS)
 KR1733'ON A RIDGE ABOUT 3 MILES SOUTHEAST OF VERDI, IN THE PROLONGATION
 KR1733'OF THE ROAD RUNNING NORTH FROM CHRISTIANSONS RANCH.  THE
 KR1733'STATION IS MARKED BY A DRILL HOLE IN A LARGE ROCK AND BY
 KR1733'A PILE OF ROCKS ABOVE IT.
 KR1733
 KR1733                          STATION RECOVERY (1934)
 KR1733
 KR1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KR1733'RECOVERED AS DESCRIBED.
 KR1733
 KR1733                          STATION RECOVERY (1943)
 KR1733
 KR1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (LVE)
 KR1733'RECOVERED.  STATION IS ON A RIDGE ABOUT 3 MILES SOUTHEAST OF
 KR1733'VERDI, BETWEEN TWO AIR WAY BEACONS WHICH MAY BE SEEN READILY
 KR1733'FROM THE TOWN.  TO REACH THE STATION FROM THE R.R. DEPOT AT
 KR1733'VERDI, GO EAST ON THE GRAVEL ROAD ALONG THE SOUTH SIDE OF THE
 KR1733'R.R. 1.4 MILES, TURN RIGHT AND FOLLOW A GRAVEL ROAD SOUTH
 KR1733'0.7 MILES TO A RANCH AND THE END OF TRUCK TRAVEL.  CONTINUE
 KR1733'SOUTH TOWARD THE LOWER OF THE TWO AIRWAY BEACONS.  THE STATION
 KR1733'IS APPROXIMATELY 1000 FEET SOUTHEAST OF THE LOWER BEACON,
 KR1733'ON THE PROLONGATION OF THE ROAD LEADING TO THE RANCH
 KR1733'MENTIONED ABOVE.  STATION IS MARKED BY A DRILL HOLE IN A
 KR1733'LARGE ROCK AND A LARGE PILE OF ROCKS ABOVE THE MARK.  ABOUT
 KR1733'A 40 MINUTE CLIMB FROM THE END OF THE TRUCK TRAVEL.
 KR1733
 KR1733                          STATION RECOVERY (1944)
 KR1733
 KR1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 KR1733'STATION WAS FOUND AS DESCRIBED IN 1943 EXCEPT THAT THE PILE
 KR1733'OF ROCKS MENTIONED IS NOT THERE.
 KR1733'
 KR1733'STATION OCCUPIED FOR DETERMINATION OF ZENITH DISTANCES TO
 KR1733'CHALK BLUFF (NEV.GEOD.S.) AND PEAVINE.
 KR1733
 KR1733                          STATION RECOVERY (1946)
 KR1733
 KR1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 KR1733'THE STATION IS LOCATED ABOUT 6 MILES, AIRLINE WEST- SOUTHWEST
 KR1733'OF RENO, 3 MILES, AIRLINE, SOUTHEAST OF VERDI, AND 3 MILES
 KR1733'SOUTH OF U.S. HIGHWAY NO. 40, ON A RIDGE WHICH IS PARTIALLY
 KR1733'COVERED WITH PINE TREES.  THERE ARE HIGHER POINTS TO THE
 KR1733'SOUTHEAST, SOUTH, AND SOUTHWEST, IN THE IMMEDIATE VICINITY.
 KR1733'THERE IS AN AIRWAY BEACON ABOUT 0.1 MILE NORTH AND APPROXIMATELY
 KR1733'50 FEET LOWER.
 KR1733'
 KR1733'THE OLD STATION MARK WHICH CONSISTED OF A DRILL HOLE IN A
 KR1733'BURIED BOULDER WAS REPLACED WITH A NEW MARK WHICH IS A STANDARD
 KR1733'DISC CEMENTED IN A DRILL HOLE IN AN IRREGULAR- SHAPED BOULDER
 KR1733'WHICH IS ABOUT 1 FOOT IN DIAMETER.  THE MARK IS CONTERSUNK
 KR1733'ABOUT 2 INCHES AND IS STAMPED BENDER RESET 1897 1946.
 KR1733'
 KR1733'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK NO. 1
 KR1733'IS A STANDARD DISC CEMENTED IN THE TOP OF A 1-1/2 FOOT
 KR1733'TRIANGULAR- SHAPED BOULDER WHICH PROJECTS 1 FOOT ABOVE THE
 KR1733'SURFACE OF THE GROUND AND IS 1 FOOT LOWER THAN THE STATION MARK.
 KR1733'IT IS STAMPED BENDER NO 1 1946.
 KR1733'
 KR1733'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN A DRILL
 KR1733'HOLE IN THE TOP OF A BOULDER WHICH IS 2-1/2 FEET LONG BY 1-1/2
 KR1733'FOOT WIDE, PROJECTS 5 INCHES, AND IS 2-1/2 FEET HIGHER THAN
 KR1733'THE STATION MARK.  IT IS STAMPED BENDER NO 2 1946.
 KR1733'
 KR1733'AN AZIMUTH MARK WAS ESTABLISHED.  IT IS A STANDARD DISC
 KR1733'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH IS
 KR1733'4 FT X 2 FT AND PROJECTS 2 FEET ABOVE THE SURFACE OF THE GROUND.
 KR1733'IS 150 FEET SOUTH OF AN AIRWAY BEACON, AND 20 FEET NORTHWEST
 KR1733'OF A SMALL PINE TREE.  IT IS STAMPED BENDER 1946.
 KR1733'
 KR1733'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 40
 KR1733'WITH U.S. HIGHWAY NO. 395 IN RENO GO WEST ON NO. 40 FOR 5.5
 KR1733'MILES TO A TRUCK CHECKING STATION.  CONTINUE WEST FOR 0.8
 KR1733'MILE.  TURN LEFT ON THE MOGUL ROAD AND GO 0.4 MILE.  TURN LEFT
 KR1733'ACROSS RAILROAD TRACKS GO 0.1 MILE TO FORKS.  TAKE LEFT FORK
 KR1733'AND GO 0.9 MILE TO THE BELLI RANCH.  TURN LEFT AT HOUSE AND
 KR1733'CIRCLE LEFT SIDE OF THE BARN TO A GATE.  PASS THROUGH THE
 KR1733'BOARD GATE AND FOLLOW A ROAD UP HILL 0.3 MILE TO ANOTHER
 KR1733'GATE JUST BEYOND AN IRREGATION CANAL.  PASS THROUGH THE GATE
 KR1733'AND TAKE THE RIGHT FORK ALONG A POWER LINE FOR 2.05 MILES.
 KR1733'HERE LEAVE THE ROAD AND TURN LEFT ACROSS COUNTRY (VERY
 KR1733'ROUGH) TOWARD THE LOWER ONE OF TWO AIRWAY BEACONS FOR 1.1
 KR1733'MILE.  FROM THE BEACON GO SOUTH 0.1 MILE TO THE STATION.
 KR1733'A DRIVE STATION WITH A 4 WHEEL DRIVE VEHICLE.
 KR1733
 KR1733                          STATION RECOVERY (1958)
 KR1733
 KR1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1733'THE STATION AND ALL MARKS RECOVERED AND IN GOOD CONDITION.
 KR1733'THE ROUTE TO STATION IS STILL ADEQUATE, HOWEVER, THE AIRWAY
 KR1733'BEACONS MENTIONED IN THE 1946 DESCRIPTION ARE NO LONGER THERE
 KR1733'BUT THE STEEL GUY POSTS REMAIN AT THE SITES.
 KR1733'
 KR1733'A SHORTER DISTANCE OF 0.056 METERS WAS MADE TO REFERENCE MARK 2
 KR1733'IN COMPARISON WITH THE 1946 DATA, WHICH WAS EVIDENTLY MADE
 KR1733'FROM MARK TO MARK (SLOPE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0510 ***********************************************************************
 LQ0510  DESIGNATION -  BENDS
 LQ0510  PID         -  LQ0510
 LQ0510  STATE/COUNTY-  NV/ELKO
 LQ0510  USGS QUAD   -  OSINO (1982)
 LQ0510
 LQ0510                         *CURRENT SURVEY CONTROL
 LQ0510  ___________________________________________________________________
 LQ0510* NAD 83(1994)-  40 55 40.09630(N)    115 40 34.10834(W)     ADJUSTED  
 LQ0510* NAVD 88     -      1600.502  (meters)    5250.98   (feet)  ADJUSTED  
 LQ0510  ___________________________________________________________________
 LQ0510  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 LQ0510  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 LQ0510  DYNAMIC HT  -        1599.179 (meters)    5246.64  (feet)  COMP
 LQ0510  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 LQ0510
 LQ0510  HORZ ORDER  -  SECOND
 LQ0510  VERT ORDER  -  SECOND    CLASS 0
 LQ0510
 LQ0510.The horizontal coordinates were established by classical geodetic methods
 LQ0510.and adjusted by the National Geodetic Survey in June 1998..
 LQ0510
 LQ0510.The orthometric height was determined by differential leveling
 LQ0510.and adjusted by the National Geodetic Survey in June 1991..
 LQ0510
 LQ0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0510
 LQ0510.The geoid height was determined by GEOID03.
 LQ0510
 LQ0510.The dynamic height is computed by dividing the NAVD 88
 LQ0510.geopotential number by the normal gravity value computed on the
 LQ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0510.degrees latitude (g = 980.6199 gals.).
 LQ0510
 LQ0510.The modeled gravity was interpolated from observed gravity values.
 LQ0510
 LQ0510;                    North         East     Units Scale Factor Converg.
 LQ0510;SPC NV E     - 8,685,633.000   192,183.860   MT  0.99990075   -0 03 38.9
 LQ0510;SPC NV E     -28,496,114.27    630,523.21   sFT  0.99990075   -0 03 38.9
 LQ0510;UTM  11      - 4,531,586.390   611,461.376   MT  0.99975291   +0 52 02.5
 LQ0510
 LQ0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0510!SPC NV E     -   0.99975189  x   0.99990075  =   0.99965266
 LQ0510!UTM  11      -   0.99975189  x   0.99975291  =   0.99950486
 LQ0510
 LQ0510|---------------------------------------------------------------------|
 LQ0510| PID    Reference Object                     Distance      Geod. Az  |
 LQ0510|                                                           dddmmss.s |
 LQ0510| LQ0509 BENDS RM 1                            7.886 METERS 17026     |
 LQ0510| LQ0506 FUZZY                               APPROX. 2.9 KM 2163421.2 |
 LQ0510| LQ0511 BENDS RM 2                            7.745 METERS 28600     |
 LQ0510|---------------------------------------------------------------------|
 LQ0510
 LQ0510                          SUPERSEDED SURVEY CONTROL
 LQ0510
 LQ0510  NAD 83(1986)-  40 55 40.09757(N)    115 40 34.10227(W) AD(       ) 2
 LQ0510  NAD 27      -  40 55 40.38420(N)    115 40 30.86180(W) AD(       ) 2
 LQ0510  NGVD 29 (??/??/92) 1599.36   (m)         5247.2    (f) COMPUTED    2 0
 LQ0510
 LQ0510.Superseded values are not recommended for survey control.
 LQ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0510.See file dsdata.txt to determine how the superseded data were derived.
 LQ0510
 LQ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF1146131586(NAD 83)
 LQ0510_MARKER: DS = TRIANGULATION STATION DISK
 LQ0510_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LQ0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0510_STAMPING: BENDS 1957
 LQ0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0510+STABILITY: SURFACE MOTION
 LQ0510
 LQ0510  HISTORY     - Date     Condition        Report By
 LQ0510  HISTORY     - 1957     MONUMENTED       CGS
 LQ0510  HISTORY     - 1957     GOOD             CGS
 LQ0510  HISTORY     - 1961     GOOD             USGS
 LQ0510
 LQ0510                          STATION DESCRIPTION
 LQ0510
 LQ0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0510'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF ELKO AND ABOUT
 LQ0510'0.1 MILE NORTH OF U.S. HIGHWAY 40.  IT IS ON THE SUMMIT OF
 LQ0510'A LOW HILL.
 LQ0510'
 LQ0510'TO REACH FROM THE COURTHOUSE IN ELKO, GO NORTHEAST ON U.S.
 LQ0510'HIGHWAY 40 FOR 8.1 MILES TO A WIRE GATE ON THE LEFT.  TURN
 LQ0510'LEFT (NORTH) THROUGH GATE AND GO UP STEEP HILL FOR 0.1 MILE
 LQ0510'TO STATION ON HIGHEST POINT.  A 4-WHEEL DRIVE VEHICLE IS
 LQ0510'NEEDED FOR THE LAST 0.1 MILE.
 LQ0510'
 LQ0510'THE STATION MARK, STAMPED BENDS 1957, IS A STANDARD BRONZE
 LQ0510'DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LQ0510'4 INCHES.  IT IS 100 YARDS NORTH OF A POWER LINE, ABOUT 52
 LQ0510'FEET NORTH OF THE STEEP SOUTH SLOPE OF THE HILL, AND 9 FEET
 LQ0510'NORTH OF A WHITE WITNESS POST.
 LQ0510'
 LQ0510'REFERENCE MARK NO. 1, STAMPED BENDS NO 1 1957, IS A STANDARD
 LQ0510'BRONZE DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LQ0510'PROJECTS 4 INCHES.
 LQ0510'
 LQ0510'REFERENCE MARK NO. 2, STAMPED BENDS NO 2 1957, IS A STANDARD
 LQ0510'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LQ0510'PROJECTS 4 INCHES.
 LQ0510
 LQ0510                          STATION RECOVERY (1957)
 LQ0510
 LQ0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0510'7.9 MI NE FROM ELKO.
 LQ0510'7.9 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0510'IDAHO STREETS AT ELKO, 0.15 MILE NORTHWEST ACROSS COUNTRY, 62 PACES
 LQ0510'NORTHWEST OF TELEPHONE LINES, ON TOP OF A SAGE HILL, 25.8 FEET NORTH
 LQ0510'OF R.M. 1, 25.4 FEET NORTHEAST OF R.M. 2, 8.6 FEET NORTH OF WITNESS
 LQ0510'POST, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND
 LQ0510'SURFACE.
 LQ0510
 LQ0510                          STATION RECOVERY (1961)
 LQ0510
 LQ0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LQ0510'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-4 STATION 1009.
 LQ0510'STATION MARK--STANDARD DISC STAMPED---BENDS 1957---SET IN THE TOP OF A
 LQ0510'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0509 ***********************************************************************
 LQ0509  DESIGNATION -  BENDS RM 1
 LQ0509  PID         -  LQ0509
 LQ0509  STATE/COUNTY-  NV/ELKO
 LQ0509  USGS QUAD   -  OSINO (1982)
 LQ0509
 LQ0509                         *CURRENT SURVEY CONTROL
 LQ0509  ___________________________________________________________________
 LQ0509* NAD 83(1986)-  40 55 40.     (N)    115 40 33.     (W)     SCALED    
 LQ0509* NAVD 88     -      1600.101  (meters)    5249.66   (feet)  ADJUSTED  
 LQ0509  ___________________________________________________________________
 LQ0509  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 LQ0509  DYNAMIC HT  -        1598.778 (meters)    5245.32  (feet)  COMP
 LQ0509  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 LQ0509
 LQ0509  VERT ORDER  -  SECOND    CLASS 0
 LQ0509
 LQ0509.The horizontal coordinates were scaled from a topographic map and have
 LQ0509.an estimated accuracy of +/- 6 seconds.
 LQ0509
 LQ0509.The orthometric height was determined by differential leveling
 LQ0509.and adjusted by the National Geodetic Survey in June 1991..
 LQ0509
 LQ0509.The geoid height was determined by GEOID03.
 LQ0509
 LQ0509.The dynamic height is computed by dividing the NAVD 88
 LQ0509.geopotential number by the normal gravity value computed on the
 LQ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0509.degrees latitude (g = 980.6199 gals.).
 LQ0509
 LQ0509.The modeled gravity was interpolated from observed gravity values.
 LQ0509
 LQ0509;                    North         East    Units  Estimated Accuracy
 LQ0509;SPC NV E     - 8,685,630.      192,210.      MT  (+/- 180 meters Scaled)
 LQ0509
 LQ0509                          SUPERSEDED SURVEY CONTROL
 LQ0509
 LQ0509  NGVD 29 (??/??/92) 1598.958  (m)         5245.91   (f) ADJ UNCH    2 0
 LQ0509
 LQ0509.Superseded values are not recommended for survey control.
 LQ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0509.See file dsdata.txt to determine how the superseded data were derived.
 LQ0509
 LQ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF114315(NAD 83)
 LQ0509_MARKER: DR = REFERENCE MARK DISK
 LQ0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0509_STAMPING: BENDS NO 1 1957
 LQ0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0509+STABILITY: SURFACE MOTION
 LQ0509
 LQ0509  HISTORY     - Date     Condition        Report By
 LQ0509  HISTORY     - 1957     MONUMENTED       CGS
 LQ0509
 LQ0509                          STATION DESCRIPTION
 LQ0509
 LQ0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0509'7.9 MI NE FROM ELKO.
 LQ0509'7.9 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0509'IDAHO STREETS AT ELKO, 0.15 MILE NORTHWEST ACROSS COUNTRY, 54 PACES
 LQ0509'NORTHWEST OF TELEPHONE LINES, ON TOP OF A SAGE HILL, 25.8 FEET SOUTH
 LQ0509'OF STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES
 LQ0509'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0511 ***********************************************************************
 LQ0511  DESIGNATION -  BENDS RM 2
 LQ0511  PID         -  LQ0511
 LQ0511  STATE/COUNTY-  NV/ELKO
 LQ0511  USGS QUAD   -  OSINO (1982)
 LQ0511
 LQ0511                         *CURRENT SURVEY CONTROL
 LQ0511  ___________________________________________________________________
 LQ0511* NAD 83(1986)-  40 55 40.     (N)    115 40 33.     (W)     SCALED    
 LQ0511* NAVD 88     -      1600.733  (meters)    5251.74   (feet)  ADJUSTED  
 LQ0511  ___________________________________________________________________
 LQ0511  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 LQ0511  DYNAMIC HT  -        1599.409 (meters)    5247.39  (feet)  COMP
 LQ0511  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 LQ0511
 LQ0511  VERT ORDER  -  SECOND    CLASS 0
 LQ0511
 LQ0511.The horizontal coordinates were scaled from a topographic map and have
 LQ0511.an estimated accuracy of +/- 6 seconds.
 LQ0511
 LQ0511.The orthometric height was determined by differential leveling
 LQ0511.and adjusted by the National Geodetic Survey in June 1991..
 LQ0511
 LQ0511.The geoid height was determined by GEOID03.
 LQ0511
 LQ0511.The dynamic height is computed by dividing the NAVD 88
 LQ0511.geopotential number by the normal gravity value computed on the
 LQ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0511.degrees latitude (g = 980.6199 gals.).
 LQ0511
 LQ0511.The modeled gravity was interpolated from observed gravity values.
 LQ0511
 LQ0511;                    North         East    Units  Estimated Accuracy
 LQ0511;SPC NV E     - 8,685,630.      192,210.      MT  (+/- 180 meters Scaled)
 LQ0511
 LQ0511                          SUPERSEDED SURVEY CONTROL
 LQ0511
 LQ0511  NGVD 29 (??/??/92) 1599.589  (m)         5247.98   (f) ADJ UNCH    2 0
 LQ0511
 LQ0511.Superseded values are not recommended for survey control.
 LQ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0511.See file dsdata.txt to determine how the superseded data were derived.
 LQ0511
 LQ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF114315(NAD 83)
 LQ0511_MARKER: DR = REFERENCE MARK DISK
 LQ0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0511_STAMPING: BENDS NO 2 1957
 LQ0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0511+STABILITY: SURFACE MOTION
 LQ0511
 LQ0511  HISTORY     - Date     Condition        Report By
 LQ0511  HISTORY     - 1957     MONUMENTED       CGS
 LQ0511
 LQ0511                          STATION DESCRIPTION
 LQ0511
 LQ0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0511'7.9 MI NE FROM ELKO.
 LQ0511'7.9 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0511'IDAHO STREETS AT ELKO, 0.15 MILE NORTHWEST ACROSS COUNTRY, 68 PACES
 LQ0511'NORTHWEST OF TELEPHONE LINES, ON TOP OF A SAGE HILL, 25.4 FEET
 LQ0511'SOUTHWEST OF STATION MARK, SET IN A SQUARE CONCRETE POST PROJECTING 3
 LQ0511'INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0291 ***********************************************************************
 MV0291  DESIGNATION -  BENGOLA
 MV0291  PID         -  MV0291
 MV0291  STATE/COUNTY-  NV/HUMBOLDT
 MV0291  USGS QUAD   -  HOLLOWAY MOUNTAIN (1990)
 MV0291
 MV0291                         *CURRENT SURVEY CONTROL
 MV0291  ___________________________________________________________________
 MV0291* NAD 83(1994)-  41 53 09.62748(N)    118 19 45.14498(W)     ADJUSTED  
 MV0291* NAVD 88     -      1563.6    (meters)    5130.     (feet)  VERTCON   
 MV0291  ___________________________________________________________________
 MV0291  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 MV0291  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 MV0291
 MV0291  HORZ ORDER  -  THIRD
 MV0291
 MV0291.The horizontal coordinates were established by classical geodetic methods
 MV0291.and adjusted by the National Geodetic Survey in June 1998..
 MV0291
 MV0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0291
 MV0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0291
 MV0291.The geoid height was determined by GEOID03.
 MV0291
 MV0291;                    North         East     Units Scale Factor Converg.
 MV0291;SPC NV W     - 4,792,069.184   821,089.999   MT  0.99990547   +0 10 10.8
 MV0291;SPC NV W     -15,721,980.31  2,693,859.44   sFT  0.99990547   +0 10 10.8
 MV0291;SPC OR S     -    26,701.823 1,680,177.995   MT  1.00014254   +1 29 06.5
 MV0291;SPC OR S     -    87,604.41  5,512,395.00   iFT  1.00014254   +1 29 06.5
 MV0291;UTM  11      - 4,637,974.039   389,720.901   MT  0.99974965   -0 53 15.1
 MV0291
 MV0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0291!SPC NV W     -   0.99975788  x   0.99990547  =   0.99966337
 MV0291!SPC OR S     -   0.99975788  x   1.00014254  =   0.99990038
 MV0291!UTM  11      -   0.99975788  x   0.99974965  =   0.99950759
 MV0291
 MV0291:                Primary Azimuth Mark                     Grid Az
 MV0291:SPC NV W     -  BENGOLA AZ MK                            069 01 18.8
 MV0291:SPC OR S     -  BENGOLA AZ MK                            067 42 23.1
 MV0291:UTM  11      -  BENGOLA AZ MK                            070 04 44.7
 MV0291
 MV0291|---------------------------------------------------------------------|
 MV0291| PID    Reference Object                     Distance      Geod. Az  |
 MV0291|                                                           dddmmss.s |
 MV0291| CD6845 BENGOLA AZ MK                                      0691129.6 |
 MV0291| CD6846 BENGOLA RM 1                          8.431 METERS 11249     |
 MV0291| CD6847 BENGOLA RM 2                          7.665 METERS 21853     |
 MV0291|---------------------------------------------------------------------|
 MV0291
 MV0291                          SUPERSEDED SURVEY CONTROL
 MV0291
 MV0291  NAD 83(1991)-  41 53 09.62794(N)    118 19 45.14419(W) AD(       ) 3
 MV0291  NAD 83(1986)-  41 53 09.63444(N)    118 19 45.14199(W) AD(       ) 3
 MV0291  NAD 27      -  41 53 10.00300(N)    118 19 41.55700(W) AD(       ) 3
 MV0291  NGVD 29 (07/19/86) 1562.4    (m)         5126.     (f) VERT ANG       
 MV0291
 MV0291.Superseded values are not recommended for survey control.
 MV0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0291.See file dsdata.txt to determine how the superseded data were derived.
 MV0291
 MV0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG8972137974(NAD 83)
 MV0291_MARKER: DS = TRIANGULATION STATION DISK
 MV0291_SETTING: 80 = SET IN A BOULDER
 MV0291_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MV0291
 MV0291  HISTORY     - Date     Condition        Report By
 MV0291  HISTORY     - 1956     MONUMENTED       CGS
 MV0291  HISTORY     - 1968     GOOD             CGS
 MV0291
 MV0291                          STATION DESCRIPTION
 MV0291
 MV0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MV0291'THE STATION IS LOCATED APPROXIMATELY 30 MILES NORTHWEST OF OROVADA,
 MV0291'ABOUT 30 MILES WEST-SOUTHWEST OF MC DERMITT, ABOUT 20 MILES
 MV0291'SOUTHEAST OF DENIO, AND ABOUT 5 MILES NORTH-NORTHWEST OF THE
 MV0291'MAIN RANCH BUILDINGS OF THE BENGOA BROTHERS RANCH.  IT IS AT THE
 MV0291'NORTHWEST END OF THE KING RIVER VALLEY ON A BRUSHY HILL-SIDE.
 MV0291'
 MV0291'TO REACH FROM THE POST OFFICE AT OROVADA, NEVADA, GO WEST ON
 MV0291'A GRAVELED ROAD AS PER SIGN, KING RIVER 40, FOR 8.15 MILES TO
 MV0291'A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTH FOR 5.55 MILES
 MV0291'TO A Y FORK.  TAKE THE LEFT FORK AND CONTINUE WESTERLY ON GRAVELED
 MV0291'ROAD FOR 9.85 MILES TO A FORK.  (THIS IS JUST AFTER PASSING A
 MV0291'RANCH ON THE LEFT.) TAKE THE RIGHT FORK AND GO NORTH FOR 4.2
 MV0291'MILES TO A DIAGONAL CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR
 MV0291'4.65 MILES TO A CURVE LEFT AT A FORK.  (THERE IS A RANCH HOUSE
 MV0291'ON THE RIGHT ABOUT 0.2 MILE NORTH OF THE ROAD.) BEAR LEFT
 MV0291'AND CONTINUE WEST-SOUTHWEST THENCE NORTHERLY FOR 4.85 MILES
 MV0291'TO A POLE GATE.  PASS THROUGH AND CONTINUE FOR 0.65 MILES TO
 MV0291'RANCH BUILDINGS AND CORRALS JUST AFTER CROSSING A SMALL WOODEN
 MV0291'BRIDGE IN THE RANCH YARD.  TURN LEFT ON A WIDE ROAD BETWEEN THE
 MV0291'FENCES AND GO NORTH FOR 1.75 MILES TO A Y FORK AND SIGN, LOG
 MV0291'CABIN,.  TAKE THE LEFT FORK AND CONTINUE NORTHERLY FOR
 MV0291'1.75 MILES TO A DIM CROSSROAD.  TURN LEFT ON A DIM
 MV0291'TRACK ROAD AND GO WEST FOR 0.6 MILE TO THE AZIMUTH MARK ON
 MV0291'THE RIGHT (NORTH) AS DESCRIBED BELOW.  CONTINUE WESTERLY
 MV0291'ON THE TRACK ROAD FOR 1.3 MILES TO THE STATION ON THE RIGHT AT
 MV0291'A POINT OPPOSITE THE EAST END OF A ROW OF GREEN TREES GROWING
 MV0291'ALONG A SMALL STREAM.
 MV0291'
 MV0291'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 MV0291'ARE ALL STANDARD DISKS.
 MV0291'
 MV0291'THE STATION MARK, STAMPED BENGOLA 1956, IS CEMENTED IN A DRILL
 MV0291'HOLE IN THE TOP OF A 1 X 2 FOOT BOULDER THAT PROJECTS ABOUT
 MV0291'6 INCHES.  THE MARK IS ABOUT 100 YARDS NORTH OF A TRACK ROAD AND
 MV0291'7 FEET NORTHEAST OF A 4 X 4 INCH WITNESS POST.
 MV0291'
 MV0291'REFERENCE MARK 1, STAMPED BENGOLA NO 1 1956, IS SET IN THE TOP
 MV0291'OF A 1-FOOT SQUARE BOULDER THAT PROJECTS ABOUT 4 INCHES ABOVE
 MV0291'THE GROUND.  IT IS ABOUT 100 YARDS NORTH OF A TRACK ROAD.
 MV0291'
 MV0291'REFERENCE MARK 2, STAMPED BENGOLA NO 2 1956, IS SET IN THE NORTHWEST
 MV0291'CORNER OF A 2 X 3 FOOT BOULDER THAT PROJECTS ABOUT 12 INCHES ABOVE
 MV0291'THE GROUND.  THE MARK IS APPROX. 1 FOOT HIGHER THAN THE STATION
 MV0291'MARK.
 MV0291'
 MV0291'THE AZIMUTH MARK, STAMPED BENGOLA 1956, IS CEMENTED IN A DRILL
 MV0291'HOLE IN THE TOP OF A 1 X 2 FOOT BOULDER THAT PROJECTS ABOUT
 MV0291'8 INCHES.  THE MARK IS 10 FEET NORTH OF THE CENTERLINE OF A
 MV0291'TRACK ROAD AND 2 FEET WEST OF A 4 X 4 INCH WITNESS POST.
 MV0291
 MV0291                          STATION RECOVERY (1968)
 MV0291
 MV0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JY)
 MV0291'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9215 ***********************************************************************
 DE9215  DESIGNATION -  BENNETT NO 2
 DE9215  PID         -  DE9215
 DE9215  STATE/COUNTY-  NV/LINCOLN
 DE9215  USGS QUAD   -  BENNETT PASS (1970)
 DE9215
 DE9215                         *CURRENT SURVEY CONTROL
 DE9215  ___________________________________________________________________
 DE9215* NAD 83(1994)-  37 50 11.98712(N)    114 33 35.75245(W)     ADJUSTED  
 DE9215* NAVD 88     -      2201.2    (meters)    7222.     (feet)  VERTCON   
 DE9215  ___________________________________________________________________
 DE9215  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DE9215  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 DE9215
 DE9215  HORZ ORDER  -  THIRD
 DE9215
 DE9215.The horizontal coordinates were established by classical geodetic methods
 DE9215.and adjusted by the National Geodetic Survey in January 2003..
 DE9215
 DE9215.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE9215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE9215
 DE9215.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9215
 DE9215.The geoid height was determined by GEOID03.
 DE9215
 DE9215;                    North         East     Units Scale Factor Converg.
 DE9215;SPC NV E     - 8,342,969.380   290,079.117   MT  0.99999991   +0 37 40.1
 DE9215;SPC NV E     -27,371,892.04    951,701.24   sFT  0.99999991   +0 37 40.1
 DE9215;UTM  11      - 4,190,498.313   714,722.022   MT  1.00016790   +1 29 50.4
 DE9215
 DE9215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9215!SPC NV E     -   0.99965837  x   0.99999991  =   0.99965828
 DE9215!UTM  11      -   0.99965837  x   1.00016790  =   0.99982621
 DE9215
 DE9215                          SUPERSEDED SURVEY CONTROL
 DE9215
 DE9215  NGVD 29 (01/13/03) 2200.1    (m)         7218.     (f) VERT ANG       
 DE9215
 DE9215.Superseded values are not recommended for survey control.
 DE9215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9215.See file dsdata.txt to determine how the superseded data were derived.
 DE9215
 DE9215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB1472290498(NAD 83)
 DE9215_MARKER: DS = TRIANGULATION STATION DISK
 DE9215_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9215_STAMPING: BENNETT NO 2 1952
 DE9215_MARK LOGO: USGS  
 DE9215_PROJECTION: FLUSH
 DE9215_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9215
 DE9215  HISTORY     - Date     Condition        Report By
 DE9215  HISTORY     - 1952     MONUMENTED       USGS
 DE9215
 DE9215                          STATION DESCRIPTION
 DE9215
 DE9215'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 DE9215'LOCATED ABOUT 6.5 MI SW OF PRINCE MINE, 4.5 MI SE OF COMET MINE AND
 DE9215'3.5 MI SE OF PAN AMERICAN MINE, ON PROMINENT PEAK OF HIGHLAND RANGE.
 DE9215'TO REACH FROM PIOCHE POST OFFICE, DRIVE ON BLOCK E, TAKE LEFT FORK AND
 DE9215'FOLLOW US HIGHWAY 93 FOR 2.4 MI, TURN LEFT AND FOLLOW PAVED RD 5.3 MI,
 DE9215'TAKE RIGHT FORK ALONG MAIN GRADED RD 11.2 MI, TURN RIGHT ON TRACK RD
 DE9215'1.7 MI TO SADDLE.  PACK S ALONG RIDGE TO THIRD PEAK AND STATION ON
 DE9215'HIGHEST POINT OF RIDGE.  STATION MARK--STANDARD TABLET
 DE9215'STAMPED---BENNETT NO 2 1952---CEMENTED IN ROCK OUTCROP.  REFERENCE
 DE9215'MARK NO. 1--STANDARD TABLET CEMENTED IN ROCK OUTCROP, 28.91 FT FROM
 DE9215'STATION MARK.  REFERENCE MARK NO. 2--STANDARD TABLET CEMENTED IN ROCK
 DE9215'OUTCROP,56.38 FT FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0614 ***********************************************************************
 JQ0614  DESIGNATION -  BERLIN
 JQ0614  PID         -  JQ0614
 JQ0614  STATE/COUNTY-  NV/NYE
 JQ0614  USGS QUAD   -  IONE (1988)
 JQ0614
 JQ0614                         *CURRENT SURVEY CONTROL
 JQ0614  ___________________________________________________________________
 JQ0614* NAD 83(1994)-  38 53 46.05603(N)    117 34 08.34458(W)     ADJUSTED  
 JQ0614* NAVD 88     -      2755.5    (meters)    9040.     (feet)  VERTCON   
 JQ0614  ___________________________________________________________________
 JQ0614  LAPLACE CORR-           9.19  (seconds)                    DEFLEC99
 JQ0614  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 JQ0614
 JQ0614  HORZ ORDER  -  THIRD
 JQ0614
 JQ0614.The horizontal coordinates were established by classical geodetic methods
 JQ0614.and adjusted by the National Geodetic Survey in June 1998..
 JQ0614
 JQ0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0614
 JQ0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0614
 JQ0614.The geoid height was determined by GEOID03.
 JQ0614
 JQ0614;                    North         East     Units Scale Factor Converg.
 JQ0614;SPC NV C     - 6,460,455.215   421,728.420   MT  0.99997542   -0 33 59.8
 JQ0614;SPC NV C     -21,195,676.82  1,383,620.66   sFT  0.99997542   -0 33 59.8
 JQ0614;UTM  11      - 4,305,403.590   450,658.495   MT  0.99962998   -0 21 26.2
 JQ0614
 JQ0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0614!SPC NV C     -   0.99957142  x   0.99997542  =   0.99954685
 JQ0614!UTM  11      -   0.99957142  x   0.99962998  =   0.99920156
 JQ0614
 JQ0614                          SUPERSEDED SURVEY CONTROL
 JQ0614
 JQ0614  NAD 83(1992)-  38 53 46.06428(N)    117 34 08.34386(W) AD(       ) 3
 JQ0614  NAD 83(1986)-  38 53 46.06460(N)    117 34 08.34360(W) AD(       ) 3
 JQ0614  NGVD 29 (03/27/92) 2754.1    (m)         9036.     (f) VERT ANG       
 JQ0614
 JQ0614.Superseded values are not recommended for survey control.
 JQ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0614.See file dsdata.txt to determine how the superseded data were derived.
 JQ0614
 JQ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD5065805404(NAD 83)
 JQ0614_MARKER: DS = TRIANGULATION STATION DISK
 JQ0614_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0614_SP_SET: SET IN ROCK OUTCROP
 JQ0614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0614+STABILITY: POSITION/ELEVATION WELL
 JQ0614
 JQ0614  HISTORY     - Date     Condition        Report By
 JQ0614  HISTORY     - 1946     MONUMENTED       USGS
 JQ0614
 JQ0614                          STATION DESCRIPTION
 JQ0614
 JQ0614'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 JQ0614'LOCATED ABOUT 4 MI. S. OF IONE ON A PROMINENT MOUNTAIN KNOWN AS
 JQ0614'MT. BERLIN.
 JQ0614'
 JQ0614'TO REACH FROM IONE, FOLLOW TONOPAH RD. S. TOWARD MINING TOWNS OF
 JQ0614'BERLIN AND GRANTSVILLE FOR 4.6 MI. TO RD. FORKS, TAKE LEFT FORK FOR
 JQ0614'1.1 MI. TO BERLIN, CONTINUE ON RD. THROUGH AND BEYOND BERLIN TOWARD
 JQ0614'AMES FOR 1.1 MI. TO JUNCTION OF RDS. IN CANYON, FOLLOW UP CANYON
 JQ0614'ON RD. TO LEFT FOR ABOUT 2.2 MI., LEAVE TRUCK AND CLIMB RIDGE TO N.
 JQ0614'TO TOP AND STATION.
 JQ0614'
 JQ0614'STATION REACHED BY HELICOPTER IN 1963.
 JQ0614'
 JQ0614'STATION MARK--STANDARD TABLET STAMPED---BERLIN 1946---, CEMENTED IN
 JQ0614'SOLID ROCK.
 JQ0614'
 JQ0614'RM NO. 1--STANDARD REFERENCE MARK TABLET CEMENTED IN SOLID ROCK.
 JQ0614'
 JQ0614'RM NO. 2--STANDARD REFERENCE MARK TABLET CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4261 ***********************************************************************
 DG4261  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4261  DESIGNATION -  BERMUDA CORS ARP
 DG4261  CORS_ID     -  NVBR
 DG4261  PID         -  DG4261
 DG4261  STATE/COUNTY-  NV/CLARK
 DG4261  USGS QUAD   -  SLOAN (1989)
 DG4261
 DG4261                         *CURRENT SURVEY CONTROL
 DG4261  ___________________________________________________________________
 DG4261* NAD 83(CORS)-  35 58 11.30100(N)    115 09 26.98872(W)     ADJUSTED  
 DG4261* NAVD 88     -                                                        
 DG4261  ___________________________________________________________________
 DG4261  EPOCH DATE  -        2002.00
 DG4261  X           -  -2,197,189.314 (meters)                     COMP
 DG4261  Y           -  -4,678,269.932 (meters)                     COMP
 DG4261  Z           -   3,725,899.454 (meters)                     COMP
 DG4261  ELLIP HEIGHT-         712.94  (meters)          (02/??/04) GPS OBS
 DG4261  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DG4261
 DG4261  HORZ ORDER  -  SPECIAL (CORS)
 DG4261  ELLP ORDER  -  SPECIAL (CORS)
 DG4261
 DG4261.ITRF positions are available for this station.
 DG4261.The coordinates were established by GPS observations
 DG4261.and adjusted by the National Geodetic Survey in February 2004..
 DG4261.The coordinates are valid at the epoch date displayed above.
 DG4261.The epoch date for horizontal control is a decimal equivalence
 DG4261.of Year/Month/Day.
 DG4261
 DG4261
 DG4261.The PID for the CORS L1 Phase Center is DG4262.
 DG4261
 DG4261.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4261
 DG4261.The ellipsoidal height was determined by GPS observations
 DG4261.and is referenced to NAD 83.
 DG4261
 DG4261.The geoid height was determined by GEOID03.
 DG4261
 DG4261;                    North         East     Units Scale Factor Converg.
 DG4261;SPC NV E     - 8,135,404.331   238,405.887   MT  0.99991817   +0 15 00.4
 DG4261;SPC NV E     -26,690,905.71    782,169.98   sFT  0.99991817   +0 15 00.4
 DG4261
 DG4261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4261!SPC NV E     -   0.99988812  x   0.99991817  =   0.99980630
 DG4261
 DG4261                          SUPERSEDED SURVEY CONTROL
 DG4261
 DG4261.No superseded survey control is available for this station.
 DG4261
 DG4261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6613382169(NAD 83)
 DG4261_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG4261
 DG4261                          STATION DESCRIPTION
 DG4261
 DG4261'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG4261'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4261'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4261'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4261'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4261'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4262 ***********************************************************************
 DG4262  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4262  DESIGNATION -  BERMUDA CORS L1 PHASE CENTER
 DG4262  CORS_ID     -  NVBR
 DG4262  PID         -  DG4262
 DG4262  STATE/COUNTY-  NV/CLARK
 DG4262  USGS QUAD   -  SLOAN (1989)
 DG4262
 DG4262                         *CURRENT SURVEY CONTROL
 DG4262  ___________________________________________________________________
 DG4262* NAD 83(CORS)-  35 58 11.30101(N)    115 09 26.98870(W)     ADJUSTED  
 DG4262* NAVD 88     -                                                        
 DG4262  ___________________________________________________________________
 DG4262  EPOCH DATE  -        2002.00
 DG4262  X           -  -2,197,189.337 (meters)                     COMP
 DG4262  Y           -  -4,678,269.984 (meters)                     COMP
 DG4262  Z           -   3,725,899.495 (meters)                     COMP
 DG4262  ELLIP HEIGHT-         713.01  (meters)          (02/??/04) GPS OBS
 DG4262  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DG4262
 DG4262  HORZ ORDER  -  SPECIAL (CORS)
 DG4262  ELLP ORDER  -  SPECIAL (CORS)
 DG4262
 DG4262.ITRF positions are available for this station.
 DG4262.The coordinates were established by GPS observations
 DG4262.and adjusted by the National Geodetic Survey in February 2004..
 DG4262.The coordinates are valid at the epoch date displayed above.
 DG4262.The epoch date for horizontal control is a decimal equivalence
 DG4262.of Year/Month/Day.
 DG4262
 DG4262
 DG4262.The PID for the CORS ARP is DG4261.
 DG4262
 DG4262.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4262
 DG4262.The ellipsoidal height was determined by GPS observations
 DG4262.and is referenced to NAD 83.
 DG4262
 DG4262.The geoid height was determined by GEOID03.
 DG4262
 DG4262;                    North         East     Units Scale Factor Converg.
 DG4262;SPC NV E     - 8,135,404.331   238,405.887   MT  0.99991817   +0 15 00.4
 DG4262;SPC NV E     -26,690,905.71    782,169.98   sFT  0.99991817   +0 15 00.4
 DG4262
 DG4262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4262!SPC NV E     -   0.99988811  x   0.99991817  =   0.99980628
 DG4262
 DG4262                          SUPERSEDED SURVEY CONTROL
 DG4262
 DG4262.No superseded survey control is available for this station.
 DG4262
 DG4262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6613382169(NAD 83)
 DG4262_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4262
 DG4262                          STATION DESCRIPTION
 DG4262
 DG4262'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4262'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4262'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4262'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4262'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4262'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0387 ***********************************************************************
 MV0387  DESIGNATION -  BERRY
 MV0387  PID         -  MV0387
 MV0387  STATE/COUNTY-  NV/WASHOE
 MV0387  USGS QUAD   -  CARTER RESERVOIR (1966)
 MV0387
 MV0387                         *CURRENT SURVEY CONTROL
 MV0387  ___________________________________________________________________
 MV0387* NAD 83(1994)-  41 44 29.78191(N)    119 54 15.64739(W)     ADJUSTED  
 MV0387* NAVD 88     -      2002.02   (+/-2cm)    6568.3    (feet)  VERTCON   
 MV0387  ___________________________________________________________________
 MV0387  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 MV0387  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 MV0387
 MV0387  HORZ ORDER  -  SECOND
 MV0387  VERT ORDER  -  THIRD ? (See Below)
 MV0387
 MV0387.The horizontal coordinates were established by classical geodetic methods
 MV0387.and adjusted by the National Geodetic Survey in June 1998..
 MV0387
 MV0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0387.The vertical order pertains to the NGVD 29 superseded value.
 MV0387
 MV0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0387
 MV0387.The geoid height was determined by GEOID03.
 MV0387
 MV0387;                    North         East     Units Scale Factor Converg.
 MV0387;SPC NV W     - 4,776,844.332   690,121.259   MT  1.00004852   -0 52 46.5
 MV0387;SPC NV W     -15,672,030.11  2,264,172.83   sFT  1.00004852   -0 52 46.5
 MV0387;UTM  11      - 4,625,164.884   258,486.382   MT  1.00031783   -1 56 04.4
 MV0387
 MV0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0387!SPC NV W     -   0.99968938  x   1.00004852  =   0.99973789
 MV0387!UTM  11      -   0.99968938  x   1.00031783  =   1.00000711
 MV0387
 MV0387:                Primary Azimuth Mark                     Grid Az
 MV0387:SPC NV W     -  REDDY                                    014 55 28.8
 MV0387:UTM  11      -  REDDY                                    015 58 46.7
 MV0387
 MV0387|---------------------------------------------------------------------|
 MV0387| PID    Reference Object                     Distance      Geod. Az  |
 MV0387|                                                           dddmmss.s |
 MV0387| MV0389 REDDY                               APPROX.17.3 KM 0140242.3 |
 MV0387|---------------------------------------------------------------------|
 MV0387
 MV0387                          SUPERSEDED SURVEY CONTROL
 MV0387
 MV0387  NAD 83(1992)-  41 44 29.78181(N)    119 54 15.64669(W) AD(       ) 2
 MV0387  NAD 83(1986)-  41 44 29.78362(N)    119 54 15.64607(W) AD(       ) 2
 MV0387  NAD 27      -  41 44 30.16785(N)    119 54 11.85702(W) AD(       ) 2
 MV0387  NGVD 29 (07/19/86) 2000.71   (m)         6564.0    (f) LEVELING    3  
 MV0387
 MV0387.Superseded values are not recommended for survey control.
 MV0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0387.See file dsdata.txt to determine how the superseded data were derived.
 MV0387
 MV0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG5848625165(NAD 83)
 MV0387_MARKER: DD = SURVEY DISK
 MV0387_SETTING: 66 = SET IN ROCK OUTCROP
 MV0387_SP_SET: SET IN BEDROCK
 MV0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0387+STABILITY: POSITION/ELEVATION WELL
 MV0387
 MV0387  HISTORY     - Date     Condition        Report By
 MV0387  HISTORY     - 1966     MONUMENTED       USGS
 MV0387
 MV0387                          STATION DESCRIPTION
 MV0387
 MV0387'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (TKB)
 MV0387'LOCATED ABOUT 10.9 MI. NNW. OF VYA.  2 MI. E. OF NEW YEAR LAKE.  2
 MV0387'MI. WSW. OF THE BERRY BROOKS RANCH.  ON A SHARP, ROCKY NOB.
 MV0387'
 MV0387'REACHED BY HELICOPTER.
 MV0387'
 MV0387'STATION MARK--A STANDARD TABLET STAMPED BERRY 1966 SET IN LARGE
 MV0387'ROCK ON TOP.
 MV0387'
 MV0387'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1813 ***********************************************************************
 GR1813  DESIGNATION -  BERTINA
 GR1813  PID         -  GR1813
 GR1813  STATE/COUNTY-  NV/CLARK
 GR1813  USGS QUAD   -  MESQUITE (1985)
 GR1813
 GR1813                         *CURRENT SURVEY CONTROL
 GR1813  ___________________________________________________________________
 GR1813* NAD 83(1994)-  36 48 44.87151(N)    114 04 22.93199(W)     ADJUSTED  
 GR1813* NAVD 88     -       555.0    (meters)    1821.     (feet)  VERTCON   
 GR1813  ___________________________________________________________________
 GR1813  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 GR1813  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 GR1813
 GR1813  HORZ ORDER  -  SECOND
 GR1813
 GR1813.The horizontal coordinates were established by classical geodetic methods
 GR1813.and adjusted by the National Geodetic Survey in June 1998..
 GR1813
 GR1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1813
 GR1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1813
 GR1813.The geoid height was determined by GEOID03.
 GR1813
 GR1813;                    North         East     Units Scale Factor Converg.
 GR1813;SPC NV E     - 8,229,882.162   334,754.432   MT  1.00012364   +0 54 18.4
 GR1813;SPC NV E     -27,000,871.73  1,098,273.50   sFT  1.00012364   +0 54 18.4
 GR1813;SPC AZ W     -   644,730.416   184,537.382   MT  0.99994356   -0 11 36.8
 GR1813;SPC AZ W     - 2,115,257.27    605,437.60   iFT  0.99994356   -0 11 36.8
 GR1813;UTM  11      - 4,078,066.909   761,100.176   MT  1.00043995   +1 45 17.4
 GR1813;UTM  12      - 4,078,476.213   225,865.867   MT  1.00052592   -1 50 33.0
 GR1813
 GR1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1813!SPC NV E     -   0.99991706  x   1.00012364  =   1.00004069
 GR1813!SPC AZ W     -   0.99991706  x   0.99994356  =   0.99986062
 GR1813!UTM  11      -   0.99991706  x   1.00043995  =   1.00035697
 GR1813!UTM  12      -   0.99991706  x   1.00052592  =   1.00044293
 GR1813
 GR1813|---------------------------------------------------------------------|
 GR1813| PID    Reference Object                     Distance      Geod. Az  |
 GR1813|                                                           dddmmss.s |
 GR1813| CC5173 BERTINA RM 1                          4.170 METERS 05944     |
 GR1813| GR0091 MESQUITE=T39 40N R16E SECS 5 32 1/4 APPROX. 2.1 KM 0783949.7 |
 GR1813| CC5174 BERTINA RM 2                          6.342 METERS 16148     |
 GR1813|---------------------------------------------------------------------|
 GR1813
 GR1813                          SUPERSEDED SURVEY CONTROL
 GR1813
 GR1813  NAD 83(1994)-  36 48 44.87145(N)    114 04 22.93185(W) AD(       ) 2
 GR1813  NAD 83(1992)-  36 48 44.87134(N)    114 04 22.93203(W) AD(       ) 2
 GR1813  NAD 83(1986)-  36 48 44.86764(N)    114 04 22.93005(W) AD(       ) 2
 GR1813  NAD 27      -  36 48 44.95920(N)    114 04 20.04070(W) AD(       ) 2
 GR1813  NGVD 29 (07/19/86)  554.3    (m)         1819.     (f) VERT ANG       
 GR1813
 GR1813.Superseded values are not recommended for survey control.
 GR1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1813.See file dsdata.txt to determine how the superseded data were derived.
 GR1813
 GR1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6110078067(NAD 83)
 GR1813_MARKER: DS = TRIANGULATION STATION DISK
 GR1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1813
 GR1813  HISTORY     - Date     Condition        Report By
 GR1813  HISTORY     - 1956     MONUMENTED       CGS
 GR1813  HISTORY     - 1960     GOOD             CGS
 GR1813
 GR1813                          STATION DESCRIPTION
 GR1813
 GR1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NES)
 GR1813'THE STATION IS LOCATED ON A LOW BUTTE NORTH OF MESQUITE,
 GR1813'ABOUT 0.5 MILE NORTH OF THE MAIN PART OF TOWN.
 GR1813'
 GR1813'TO REACH FROM THE POST OFFICE IN MESQUITE, GO EAST AND NORTHEAST
 GR1813'ON U.S. HIGHWAY 91 FOR 0.5 MILE TO AN IRRIGATION DITCH AND
 GR1813'A LARGE PARKING AREA ON THE RIGHT SIDE OF HIGHWAY, HERE TURN
 GR1813'SHARP LEFT ALONG NORTH SIDE OF DITCH FOLLOW SAND TRACK ROAD
 GR1813'WEST TO A DEEP DRY WASH THENCE RIGHT FOR 0.3 MILE TO A WIRE
 GR1813'GATE, CONTINUE ACROSS DRY CREEK BED WESTERLY AND UP SHARP
 GR1813'KNIFE RIDGE FOR 0.3 MILE TO HIGHEST POINT AND STATION.
 GR1813'
 GR1813'THE STATION MARK IS A STANDARD DISK SET IN CONCRETE AND IT
 GR1813'IS STAMPED BERTINA 1956 AND PROJECTS 2 INCHES ABOVE THE
 GR1813'GROUND SURFACE.  IT IS 3 FEET SOUTH OF A 4 IN X 4 IN X 4 FOOT
 GR1813'WHITE WITNESS POST.
 GR1813'
 GR1813'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE
 GR1813'IN A BOULDER AND CAPPED WITH CEMENT.  IT IS STAMPED BERTINA
 GR1813'NO 1 1956 AND IT PROJECTS 2 INCHES.
 GR1813'
 GR1813'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 GR1813'IN A BOULDER AND IT IS CAPPED WITH CEMENT.  IT IS STAMPED
 GR1813'BERTINA NO 2 1956 AND IT PROJECTS 2 INCHES.
 GR1813'
 GR1813'AZIMUTH MARK WAS NOT SET TO STATION USE STATION MESQUITE
 GR1813'1944.
 GR1813'
 GR1813'NOTE--4 WHEEL DRIVE IS NEEDED TO REACH STATION.
 GR1813
 GR1813                          STATION RECOVERY (1960)
 GR1813
 GR1813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 GR1813'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 GR1813'DESCRIPTION IS ADEQUATE TO REACH THE STATION.  THE STATION
 GR1813'WAS NOT OCCUPIED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0432 ***********************************************************************
 KP0432  DESIGNATION -  BIALE
 KP0432  PID         -  KP0432
 KP0432  STATE/COUNTY-  NV/WHITE PINE
 KP0432  USGS QUAD   -  DIAMOND PEAK (1990)
 KP0432
 KP0432                         *CURRENT SURVEY CONTROL
 KP0432  ___________________________________________________________________
 KP0432* NAD 83(1994)-  39 32 37.79090(N)    115 46 06.75858(W)     ADJUSTED  
 KP0432* NAVD 88     -      1719.     (meters)    5640.     (feet)  SCALED    
 KP0432  ___________________________________________________________________
 KP0432  LAPLACE CORR-          -7.02  (seconds)                    DEFLEC99
 KP0432  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 KP0432
 KP0432  HORZ ORDER  -  SECOND
 KP0432
 KP0432.The horizontal coordinates were established by classical geodetic methods
 KP0432.and adjusted by the National Geodetic Survey in June 1998..
 KP0432
 KP0432.The orthometric height was scaled from a topographic map.
 KP0432
 KP0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0432
 KP0432.The geoid height was determined by GEOID03.
 KP0432
 KP0432;                    North         East     Units Scale Factor Converg.
 KP0432;SPC NV E     - 8,531,985.298   184,080.990   MT  0.99990312   -0 07 04.5
 KP0432;SPC NV E     -27,992,021.77    603,939.05   sFT  0.99990312   -0 07 04.5
 KP0432;UTM  11      - 4,377,852.934   605,814.396   MT  0.99973785   +0 47 02.8
 KP0432
 KP0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0432!SPC NV E     -   0.99973357  x   0.99990312  =   0.99963671
 KP0432!UTM  11      -   0.99973357  x   0.99973785  =   0.99947149
 KP0432
 KP0432|---------------------------------------------------------------------|
 KP0432| PID    Reference Object                     Distance      Geod. Az  |
 KP0432|                                                           dddmmss.s |
 KP0432| DC9799 BIALE RM 1                           15.960 METERS 05210     |
 KP0432| DC9800 BIALE RM 2                           17.290 METERS 16004     |
 KP0432| KP0407 NEWARK                              APPROX. 7.5 KM 1640719.4 |
 KP0432|---------------------------------------------------------------------|
 KP0432
 KP0432                          SUPERSEDED SURVEY CONTROL
 KP0432
 KP0432  NAD 83(1986)-  39 32 37.78756(N)    115 46 06.75720(W) AD(       ) 2
 KP0432  NAD 27      -  39 32 38.04100(N)    115 46 03.57900(W) AD(       ) 2
 KP0432
 KP0432.Superseded values are not recommended for survey control.
 KP0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0432.See file dsdata.txt to determine how the superseded data were derived.
 KP0432
 KP0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD0581477853(NAD 83)
 KP0432_MARKER: DS = TRIANGULATION STATION DISK
 KP0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0432
 KP0432  HISTORY     - Date     Condition        Report By
 KP0432  HISTORY     - 1938     MONUMENTED       CGS
 KP0432  HISTORY     - 1949     GOOD             CGS
 KP0432
 KP0432                          STATION DESCRIPTION
 KP0432
 KP0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (ACT)
 KP0432'STATION IS 14.3 METERS SE OF THE CENTER LINE OF THE MAIN GRADED
 KP0432'ROAD UP NEWARK VALLEY, 12.8 MILES BY ROAD N OF U.S. HIGHWAY
 KP0432'NO. 50, AND 0.7 MILE BY ROAD S OF THE BIALE RANCH.
 KP0432'
 KP0432'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KP0432'DISKS SET IN CONCRETE.
 KP0432'
 KP0432'STATION MARK IS A STANDARD STATION DISK SET IN TOP OF A 12-INCH
 KP0432'SQUARE CONCRETE POST, STAMPED BIALE 1938, PROJECTS 8 INCHES.
 KP0432'
 KP0432'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK SET IN TOP OF A
 KP0432'12-INCH SQUARE CONCRETE POST, NE OF STATION, STAMPED BIALE
 KP0432'NO. 1 1938.  REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK
 KP0432'SET IN TOP OF A 12-INCH SQUARE CONCRETE POST, SSE OF STATION,
 KP0432'STAMPED BIALE NO. 2 1938.
 KP0432'
 KP0432'AZIMUTH IS TO BE STATION, NEWARK 1938 WHICH IS 4-1/2 MILES SSE OF
 KP0432'BIALE 1938.
 KP0432'
 KP0432'THERE IS A 4 X 4 INCH STAKE, PAINTED WHITE, SET 1.218 METERS
 KP0432'(4.00 FEET), SE OF STATION, PROJECTS 2.00 FEET.
 KP0432'
 KP0432'REACHED FROM EUREKA AS FOLLOWS--GO S AND E ON U.S. HIGHWAY
 KP0432'NO. 50 FOR 14.0 MILES, TURN LEFT OFF HIGHWAY INTO A GRADED ROAD
 KP0432'AND GO 12.8 MILES TO THE STATION ON SE SIDE OF ROAD.
 KP0432
 KP0432                          STATION RECOVERY (1949)
 KP0432
 KP0432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CES)
 KP0432'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 KP0432'CONDITION.  MILEAGE FROM EUREKA TO NEW GRAVELED HIGHWAY LEADING
 KP0432'N OFF U.S. HIGHWAY 50 IS 15.9 MILES.  THENCE N ON GRAVELED
 KP0432'HIGHWAY 12.6 MILES.  TAKE OLD HIGHWAY TO RIGHT 0.2 MILE TO
 KP0432'STATION AND END OF TRUCK TRAVEL.  A ROCK MONUMENT HAS BEEN BUILT
 KP0432'AROUND THE STATION MARK AND A 12-FOOT CROSS-SIGNAL TARGET
 KP0432'ERECTED OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1892 ***********************************************************************
 GR1892  DESIGNATION -  BIBLE
 GR1892  PID         -  GR1892
 GR1892  STATE/COUNTY-  NV/CLARK
 GR1892  USGS QUAD   -  DRY LAKE NW (1986)
 GR1892
 GR1892                         *CURRENT SURVEY CONTROL
 GR1892  ___________________________________________________________________
 GR1892* NAD 83(1994)-  36 25 24.87356(N)    114 55 40.36538(W)     ADJUSTED  
 GR1892* NAVD 88     -       716.98   (+/-2cm)    2352.3    (feet)  VERTCON   
 GR1892  ___________________________________________________________________
 GR1892  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 GR1892  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 GR1892
 GR1892  HORZ ORDER  -  SECOND
 GR1892  VERT ORDER  -  THIRD ? (See Below)
 GR1892
 GR1892.The horizontal coordinates were established by classical geodetic methods
 GR1892.and adjusted by the National Geodetic Survey in June 1998..
 GR1892
 GR1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1892.The vertical order pertains to the NGVD 29 superseded value.
 GR1892
 GR1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1892
 GR1892.The geoid height was determined by GEOID03.
 GR1892
 GR1892;                    North         East     Units Scale Factor Converg.
 GR1892;SPC NV E     - 8,185,866.623   258,775.010   MT  0.99994255   +0 23 21.1
 GR1892;SPC NV E     -26,856,464.08    848,997.68   sFT  0.99994255   +0 23 21.1
 GR1892;UTM  11      - 4,032,925.856   685,763.567   MT  1.00002518   +1 13 50.4
 GR1892
 GR1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1892!SPC NV E     -   0.99989175  x   0.99994255  =   0.99983430
 GR1892!UTM  11      -   0.99989175  x   1.00002518  =   0.99991692
 GR1892
 GR1892|---------------------------------------------------------------------|
 GR1892| PID    Reference Object                     Distance      Geod. Az  |
 GR1892|                                                           dddmmss.s |
 GR1892| CC5175 BIBLE RM 1                           12.680 METERS 05428     |
 GR1892| GR1884 TONY                                APPROX. 8.9 KM 0723019.2 |
 GR1892| CC5176 BIBLE RM 2                            7.070 METERS 11056     |
 GR1892| CC5177 BIBLE WP                              3.405 METERS 23823     |
 GR1892|---------------------------------------------------------------------|
 GR1892
 GR1892                          SUPERSEDED SURVEY CONTROL
 GR1892
 GR1892  NAD 83(1994)-  36 25 24.87429(N)    114 55 40.36456(W) AD(       ) 2
 GR1892  NAD 83(1992)-  36 25 24.87603(N)    114 55 40.36680(W) AD(       ) 2
 GR1892  NAD 83(1992)-  36 25 24.87608(N)    114 55 40.36719(W) AD(       ) 2
 GR1892  NAD 83(1986)-  36 25 24.86435(N)    114 55 40.35025(W) AD(       ) 2
 GR1892  NAD 27      -  36 25 24.97900(N)    114 55 37.33000(W) AD(       ) 2
 GR1892  NGVD 29 (07/19/86)  716.25   (m)         2349.9    (f) LEVELING    3  
 GR1892
 GR1892.Superseded values are not recommended for survey control.
 GR1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1892.See file dsdata.txt to determine how the superseded data were derived.
 GR1892
 GR1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8576432926(NAD 83)
 GR1892_MARKER: DS = TRIANGULATION STATION DISK
 GR1892_SETTING: 66 = SET IN ROCK OUTCROP
 GR1892_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GR1892
 GR1892  HISTORY     - Date     Condition        Report By
 GR1892  HISTORY     - 1957     MONUMENTED       CGS
 GR1892  HISTORY     - 1968     GOOD             CGS
 GR1892
 GR1892                          STATION DESCRIPTION
 GR1892
 GR1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1892'THE STATION IS LOCATED ABOUT 6-1/2 MILES AIRLINE SW OF DRY
 GR1892'LAKE, 4 MILES NE AIRLINE FROM GARNETT R.R. STATION, ABOUT 1
 GR1892'MILE E OF WERE ROAD GOES THRU THE ARROW MOUNTAIN RANGE AND
 GR1892'ABOUT 0.3 MILE SE FROM THIS ROAD AT ITS CLOSEST POINT.
 GR1892'
 GR1892'THE STATION IS 11.18 FEET NE OF A WHITE WITNESS POST.  IT
 GR1892'IS A STANDARD DISK SET IN A ROCK AND SURROUNDED BY A MASS OF
 GR1892'CONCRETE.  IT IS STAMPED BIBLE 1957 AND PROJECTS ABOUT 10
 GR1892'INCHES.
 GR1892'
 GR1892'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A ROCK AND A
 GR1892'MASS OF CONCRETE AND IT IS STAMPED BIBLE NO 1 1957.
 GR1892'
 GR1892'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CONCRETE
 GR1892'BLOCK AND IT STAMPED BIBLE NO 1 1957 AND PROJECTS ABOUT 4
 GR1892'INCHES.
 GR1892'
 GR1892'BEST REACHED FROM DRY LAKE SERVICE STATION IN DRY LAKE, GO
 GR1892'SW ON DIRT TRACK ROAD ACROSS S END OF DRY LAKE AND UP ON
 GR1892'SLOPING BENCH (ROAD IS VISIBLE FROM DRY LAKE SERVICE STATION)
 GR1892'FOR 5.4 MILE TO WERE ROAD MAKES SLIGHT BEND TO RIGHT, HERE
 GR1892'TURN LEFT AND GO SOUTHERLY FOR 0.3 MILE TO OPEN AREA AND
 GR1892'STATION.
 GR1892'
 GR1892'NOTE--NO AZIMUTH TO STATION.
 GR1892
 GR1892                          STATION RECOVERY (1968)
 GR1892
 GR1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WFF)
 GR1892'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GR1892'FOUND IN GOOD CONDITION.
 GR1892'
 GR1892'THE DESCRIPTION TO REACH THE STATION WAS ADEQUATE.  A DIFFERENT
 GR1892'WAY TO REACH THE STATION FOLLOWS.
 GR1892'
 GR1892'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 GR1892'15 AND U.S. HIGHWAY 93, ABOUT 19 MILES NORTH OF NORTH LAS
 GR1892'VEGAS, GO NORTHWESTERLY ON U.S. HIGHWAY 93 FOR 4.3 MILES TO
 GR1892'A SIDE ROAD RIGHT.  THIS ROAD IS VERY FAINT AT THE START
 GR1892'AS A BULLDOZER HAS SCRAPED UP THE AREA FOR ABOUT 75 YARDS.
 GR1892'TURN RIGHT OFF THE HIGHWAY, FIND THE ROAD AND GO NORTHEASTERLY
 GR1892'FOR 0.9 MILE.  TURN RIGHT OFF THE ROAD AND GO SOUTHEASTERLY
 GR1892'FOR 0.3 MILE TO THE STATION IN OPEN COUNTRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0693 ***********************************************************************
 JP0693  DESIGNATION -  BIG
 JP0693  PID         -  JP0693
 JP0693  STATE/COUNTY-  NV/NYE
 JP0693  USGS QUAD   -  HORSE SPRING HILLS (1990)
 JP0693
 JP0693                         *CURRENT SURVEY CONTROL
 JP0693  ___________________________________________________________________
 JP0693* NAD 83(1994)-  38 22 11.00596(N)    115 22 53.31746(W)     ADJUSTED  
 JP0693* NAVD 88     -      2131.1    (meters)    6992.     (feet)  VERTCON   
 JP0693  ___________________________________________________________________
 JP0693  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 JP0693  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 JP0693
 JP0693  HORZ ORDER  -  THIRD
 JP0693
 JP0693.The horizontal coordinates were established by classical geodetic methods
 JP0693.and adjusted by the National Geodetic Survey in June 1998..
 JP0693
 JP0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0693
 JP0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0693
 JP0693.The geoid height was determined by GEOID03.
 JP0693
 JP0693;                    North         East     Units Scale Factor Converg.
 JP0693;SPC NV C     - 6,402,420.767   612,303.237   MT  1.00005527   +0 47 52.2
 JP0693;SPC NV C     -21,005,275.47  2,008,864.87   sFT  1.00005527   +0 47 52.2
 JP0693;UTM  11      - 4,248,077.756   641,389.954   MT  0.99984620   +1 00 17.4
 JP0693
 JP0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0693!SPC NV C     -   0.99966931  x   1.00005527  =   0.99972456
 JP0693!UTM  11      -   0.99966931  x   0.99984620  =   0.99951556
 JP0693
 JP0693|---------------------------------------------------------------------|
 JP0693| PID    Reference Object                     Distance      Geod. Az  |
 JP0693|                                                           dddmmss.s |
 JP0693| CS8706 BIG RM 2                              3.673 METERS 11142     |
 JP0693| CS8705 BIG RM 1                              4.075 METERS 22741     |
 JP0693|---------------------------------------------------------------------|
 JP0693
 JP0693                          SUPERSEDED SURVEY CONTROL
 JP0693
 JP0693  NAD 83(1994)-  38 22 11.00453(N)    115 22 53.32035(W) AD(       ) 3
 JP0693  NAD 83(1986)-  38 22 11.00244(N)    115 22 53.32262(W) AD(       ) 3
 JP0693  NGVD 29 (01/04/94) 2130.0    (m)         6988.     (f) VERT ANG       
 JP0693
 JP0693.Superseded values are not recommended for survey control.
 JP0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0693.See file dsdata.txt to determine how the superseded data were derived.
 JP0693
 JP0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC4139048078(NAD 83)
 JP0693_MARKER: DS = TRIANGULATION STATION DISK
 JP0693_SETTING: 80 = SET IN A BOULDER
 JP0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0693+STABILITY: SURFACE MOTION
 JP0693
 JP0693  HISTORY     - Date     Condition        Report By
 JP0693  HISTORY     - 1963     MONUMENTED       USGS
 JP0693
 JP0693                          STATION DESCRIPTION
 JP0693
 JP0693'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JP0693'LOCATED 26 MI SE. OF CURRANT, 3.5 MI W. OF GARDNER RANCH.  ON
 JP0693'ROCKY HILL.
 JP0693'
 JP0693'STATION REACHED BY HELICOPTER.
 JP0693'
 JP0693'STATION MARK--STANDARD TABLET STAMPED---BIG 1963---, IN ROCK.
 JP0693'
 JP0693'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN.
 JP0693'
 JP0693'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9354 ***********************************************************************
 AH9354  DESIGNATION -  BIG MEADOW
 AH9354  PID         -  AH9354
 AH9354  STATE/COUNTY-  NV/ELKO
 AH9354  USGS QUAD   -  WEST OF DELCER BUTTE (1984)
 AH9354
 AH9354                         *CURRENT SURVEY CONTROL
 AH9354  ___________________________________________________________________
 AH9354* NAD 83(1994)-  40 29 07.90953(N)    115 14 39.81479(W)     ADJUSTED  
 AH9354* NAVD 88     -      1817.9    (meters)    5964.     (feet)  VERTCON   
 AH9354  ___________________________________________________________________
 AH9354  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AH9354  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 AH9354
 AH9354  HORZ ORDER  -  THIRD
 AH9354
 AH9354.The horizontal coordinates were established by classical geodetic methods
 AH9354.and adjusted by the National Geodetic Survey in March 1999..
 AH9354
 AH9354.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9354
 AH9354.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9354
 AH9354.The geoid height was determined by GEOID03.
 AH9354
 AH9354;                    North         East     Units Scale Factor Converg.
 AH9354;SPC NV E     - 8,636,575.184   228,734.539   MT  0.99991016   +0 13 12.2
 AH9354;SPC NV E     -28,335,163.75    750,439.90   sFT  0.99991016   +0 13 12.2
 AH9354;UTM  11      - 4,483,128.924   648,795.012   MT  0.99987253   +1 08 24.2
 AH9354
 AH9354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9354!SPC NV E     -   0.99971785  x   0.99991016  =   0.99962803
 AH9354!UTM  11      -   0.99971785  x   0.99987253  =   0.99959041
 AH9354
 AH9354                          SUPERSEDED SURVEY CONTROL
 AH9354
 AH9354  NGVD 29 (03/11/99) 1816.7    (m)         5960.     (f) VERT ANG       
 AH9354
 AH9354.Superseded values are not recommended for survey control.
 AH9354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9354.See file dsdata.txt to determine how the superseded data were derived.
 AH9354
 AH9354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE4879583129(NAD 83)
 AH9354_MARKER: DS = TRIANGULATION STATION DISK
 AH9354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9354+STABILITY: SURFACE MOTION
 AH9354
 AH9354  HISTORY     - Date     Condition        Report By
 AH9354  HISTORY     - 1961     MONUMENTED       USGS
 AH9354
 AH9354                          STATION DESCRIPTION
 AH9354
 AH9354'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH9354'LOCATED ABOUT 36 MI. SE OF ELKO, ABOUT 22 MI. E BY N OF JIGGS IN RUBY
 AH9354'VALLEY. TO REACH FROM ELKO,DRIVE NE ON US HIGHWAY 40 FOR 20 MI. TO A
 AH9354'GRAVEL RD RIGHT AND SIGN READING---HALLECK---, TURN RIGHT THROUGH
 AH9354'CATTLE GUARD AND DRIVE 0.21 MI., FOLLOWING SIGNS READING---RUBY VALLEY
 AH9354'TO SECRET PASS---,CONTINUE ON OILED RD FOR 15.3 MI. TO THE NEVADA
 AH9354'HIGHWAY MAIN- TENANCE STATION ON THE LEFT, CONTINUE S 2.5 MI. TO THE
 AH9354'END OF OILED RD CONTINUE FOR 3 MI. TO A CATTLE GUARD AND RD FORKS,
 AH9354'TURN LEFT ABOT 160 DEGREE ONTO TRUCK RD, CONTINUE DOWN GRADE FOR 0.4
 AH9354'MI, TAKE RIGHT FORK FOR 5.4 MI. TO FRANKLIN RIVER---BRIDGE
 AH9354'OUT---,CROSS TO S OF BRIDGE AND CONTINUE FOR 0.7 MI. TO A CROSSROADS,
 AH9354'TURN RIGHT AND FOLLOW TRACK RD FOR 4.1 MI. TO OLD HOMESTEAD AND
 AH9354'STATION SITE.  REFERENCE MARK NO. 2 IS IN FENCED AREA AT HINGE POST OF
 AH9354'GATE ENTERING BUILDING AREA.  SITE CONSISTS OF CATTLE SHED AND CORRAL,
 AH9354'WINDMILL, NEW ONE ROOM BUILDING, AND ONE LONE TREE, ONLY ONE IN THIS
 AH9354'AREA.---ONE ROOM BUILDING HAS BEEN REMOVED.--- STATION MARK--STANDARD
 AH9354'TABLET STAMPED---BIG MEADOW 1961---SET IN CON- CRETE POST. REFERENCE
 AH9354'MARK NO. 1--STANDARD TABLET IN CONCRETE POST IN E-W FENCE- LINE,40.5
 AH9354'FT. FROM STATION MARK IN DIRECTI 122 DEGREE 24 MINUTE. REFERENCE MARK
 AH9354'NO. 2--STANDARD TABLET IN CONCRETE POST AT FENCE CORNER AND GATE, 68
 AH9354'FT. FROM STATION MARK IN DIRECTI 259 DEGREE 08 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0501 ***********************************************************************
 MV0501  DESIGNATION -  BIG MTN
 MV0501  PID         -  MV0501
 MV0501  STATE/COUNTY-  NV/HUMBOLDT
 MV0501  USGS QUAD   -  KNOTT CREEK RANCH (1990)
 MV0501
 MV0501                         *CURRENT SURVEY CONTROL
 MV0501  ___________________________________________________________________
 MV0501* NAD 83(1994)-  41 43 24.18881(N)    118 59 23.99150(W)     ADJUSTED  
 MV0501* NAVD 88     -      2119.3    (meters)    6953.     (feet)  VERTCON   
 MV0501  ___________________________________________________________________
 MV0501  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 MV0501  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 MV0501
 MV0501  HORZ ORDER  -  THIRD
 MV0501
 MV0501.The horizontal coordinates were established by classical geodetic methods
 MV0501.and adjusted by the National Geodetic Survey in June 1998..
 MV0501
 MV0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0501
 MV0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0501
 MV0501.The geoid height was determined by GEOID03.
 MV0501
 MV0501;                    North         East     Units Scale Factor Converg.
 MV0501;SPC NV W     - 4,774,057.351   766,165.381   MT  0.99991408   -0 16 14.3
 MV0501;SPC NV W     -15,662,886.49  2,513,660.92   sFT  0.99991408   -0 16 14.3
 MV0501;UTM  11      - 4,620,978.274   334,477.442   MT  0.99993716   -1 19 29.0
 MV0501
 MV0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0501!SPC NV W     -   0.99967090  x   0.99991408  =   0.99958501
 MV0501!UTM  11      -   0.99967090  x   0.99993716  =   0.99960808
 MV0501
 MV0501:                Primary Azimuth Mark                     Grid Az
 MV0501:SPC NV W     -  MCGEE                                    034 05 31.3
 MV0501:UTM  11      -  MCGEE                                    035 08 46.0
 MV0501
 MV0501|---------------------------------------------------------------------|
 MV0501| PID    Reference Object                     Distance      Geod. Az  |
 MV0501|                                                           dddmmss.s |
 MV0501| MV0506 MCGEE                               APPROX. 8.8 KM 0334917.0 |
 MV0501| CS5025 BIG MTN RM 1                         21.494 METERS 21619     |
 MV0501| CS5026 BIG MTN RM 2                          7.992 METERS 31017     |
 MV0501|---------------------------------------------------------------------|
 MV0501
 MV0501                          SUPERSEDED SURVEY CONTROL
 MV0501
 MV0501  NAD 83(1986)-  41 43 24.19203(N)    118 59 23.99387(W) AD(       ) 3
 MV0501  NGVD 29 (11/16/90) 2118.1    (m)         6949.     (f) VERT ANG       
 MV0501
 MV0501.Superseded values are not recommended for survey control.
 MV0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0501.See file dsdata.txt to determine how the superseded data were derived.
 MV0501
 MV0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG3447720978(NAD 83)
 MV0501_MARKER: DS = TRIANGULATION STATION DISK
 MV0501_SETTING: 66 = SET IN ROCK OUTCROP
 MV0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0501+STABILITY: POSITION/ELEVATION WELL
 MV0501
 MV0501  HISTORY     - Date     Condition        Report By
 MV0501  HISTORY     - 1964     MONUMENTED       USGS
 MV0501
 MV0501                          STATION DESCRIPTION
 MV0501
 MV0501'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MV0501'LOCATED ABOUT 12 MI. W OF ALDER CREEK RANCH, ABOUT 7.6 MI. SE OF VIR-
 MV0501'GIN VALLEY RANCH, 6.4 MI. ENE OF KNOTS CREEK RANCH, ON LARGE ROLLING
 MV0501'TOP KNOWN AS BIG MOUNTAIN. REACHED BY HELICOPTER. STATION MARK--A
 MV0501'STANDARD TABLET STAMPED---BIG MTN 1964---SET IN LAVA OUTCROP.
 MV0501'REFERENCE MARK NO. 1--STANDARD TABLET SET IN LAVA OUTCROP, 70.52 FT.
 MV0501'FROM STATION MARK IN DIRECTI 36 DEGREE 19 MINUTE. REFERENCE MARK NO.
 MV0501'2--STANDARD TABLET SET IN LAVA OUTCROP, 26.22 FT. FROM STATION MARK IN
 MV0501'DIRECTI 130 DEGREE 17 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9210 ***********************************************************************
 AH9210  DESIGNATION -  BIG RALSTON
 AH9210  PID         -  AH9210
 AH9210  STATE/COUNTY-  NV/NYE
 AH9210  USGS QUAD   -  ANTELOPE SPRING (1971)
 AH9210
 AH9210                         *CURRENT SURVEY CONTROL
 AH9210  ___________________________________________________________________
 AH9210* NAD 83(1994)-  38 21 36.89936(N)    116 59 45.50645(W)     ADJUSTED  
 AH9210* NAVD 88     -      1862.3    (meters)    6110.     (feet)  VERTCON   
 AH9210  ___________________________________________________________________
 AH9210  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 AH9210  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AH9210
 AH9210  HORZ ORDER  -  THIRD
 AH9210
 AH9210.The horizontal coordinates were established by classical geodetic methods
 AH9210.and adjusted by the National Geodetic Survey in March 1999..
 AH9210
 AH9210.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9210
 AH9210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9210
 AH9210.The geoid height was determined by GEOID03.
 AH9210
 AH9210;                    North         East     Units Scale Factor Converg.
 AH9210;SPC NV C     - 6,400,638.643   471,221.032   MT  0.99991020   -0 12 15.7
 AH9210;SPC NV C     -20,999,428.61  1,545,997.67   sFT  0.99991020   -0 12 15.7
 AH9210;UTM  11      - 4,245,786.723   500,351.735   MT  0.99960000   +0 00 09.0
 AH9210
 AH9210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9210!SPC NV C     -   0.99971161  x   0.99991020  =   0.99962184
 AH9210!UTM  11      -   0.99971161  x   0.99960000  =   0.99931173
 AH9210
 AH9210                          SUPERSEDED SURVEY CONTROL
 AH9210
 AH9210  NGVD 29 (03/11/99) 1861.1    (m)         6106.     (f) VERT ANG       
 AH9210
 AH9210.Superseded values are not recommended for survey control.
 AH9210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9210.See file dsdata.txt to determine how the superseded data were derived.
 AH9210
 AH9210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC0035245787(NAD 83)
 AH9210_MARKER: DS = TRIANGULATION STATION DISK
 AH9210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9210+STABILITY: SURFACE MOTION
 AH9210
 AH9210  HISTORY     - Date     Condition        Report By
 AH9210  HISTORY     - 1960     MONUMENTED       USGS
 AH9210
 AH9210                          STATION DESCRIPTION
 AH9210
 AH9210'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH9210'LOCATED ABOUT 24 MI. NE. OF TONOPAH, 1.6 MI. E. OF STATE HIGHWAY 82,
 AH9210'ON THE NORTH BANK OF A LARGE DRAIN. TO REACH FROM THE POST OFFICE IN
 AH9210'TONOPAH DRIVE E. ON U.S. HIGHWAY 6 FOR 5.1 MI. TO THE JUNCTION OF U.S.
 AH9210'HIGHWAY 6 AND STATE HIGHWAY 8A, TURN LEFT (N.) ON HIGHWAY 8A FOR 19.5
 AH9210'MI. TO THE JUNCTION OF STATE HIGHWAY 8A AND 82 (TO MONITOR VALLEY),
 AH9210'TURN RIGHT ON STATE HIGHWAY 82, A GRAVELED RD., AND DRIVE 8.5 MI. TO
 AH9210'RD. FORK, TURN RIGHT (E.) FOR 0.6 MI. TO WELL, CROSS DRAIN AT WELL AND
 AH9210'DRIVE E. ACROSS FLATS INTO A LARGE DRAIN AND FOLLOW DRAIN TO STATION.
 AH9210'THE DISTANCE FROM THE WELL TO THE STATION IS 1 MI. NOTE--STATION MARK
 AH9210'IS IN DIRECT ALIGNMENT WITH RD. LEADING TO WELL ON NORTH BANK OF
 AH9210'DRAIN. STATION MARK--A STANDARD TABLET STAMPED---BIG RALSTON 1960---
 AH9210'SET IN CONCRETE POST. REFERENCE MARK NO. 1--A STANDARD REFERENCE
 AH9210'TABLET STAMPED---BIG RALSTON NO 1 1960--- SET IN A CONCRETE POST, 13.4
 AH9210'FT. FROM STATION MARK IN DIRECTION 356 DEGREES 30 MINUTES. REFERENCE
 AH9210'MARK NO. 2--A STANDARD REFERENCE TABLET STAMPED---BIG RALSTON NO 2
 AH9210'1960--- SET IN A CONCRETE POST, 15.5 FT. FROM STATION MARK IN DIRECTI
 AH9210'75 DEGREES 05 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0541 ***********************************************************************
 JQ0541  DESIGNATION -  BIG SMOKY
 JQ0541  PID         -  JQ0541
 JQ0541  STATE/COUNTY-  NV/ESMERALDA
 JQ0541  USGS QUAD   -  OUTLAW SPRINGS SE (1980)
 JQ0541
 JQ0541                         *CURRENT SURVEY CONTROL
 JQ0541  ___________________________________________________________________
 JQ0541* NAD 83(1994)-  38 19 33.63138(N)    117 31 41.40719(W)     ADJUSTED  
 JQ0541* NAVD 88     -      1772.7    (meters)    5816.     (feet)  VERTCON   
 JQ0541  ___________________________________________________________________
 JQ0541  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JQ0541  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 JQ0541
 JQ0541  HORZ ORDER  -  SECOND
 JQ0541
 JQ0541.The horizontal coordinates were established by classical geodetic methods
 JQ0541.and adjusted by the National Geodetic Survey in June 1998..
 JQ0541
 JQ0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0541
 JQ0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0541
 JQ0541.The geoid height was determined by GEOID03.
 JQ0541
 JQ0541;                    North         East     Units Scale Factor Converg.
 JQ0541;SPC NV W     - 4,397,313.680   892,257.919   MT  1.00000479   +0 39 15.8
 JQ0541;SPC NV W     -14,426,853.30  2,927,349.52   sFT  1.00000479   +0 39 15.8
 JQ0541;SPC NV C     - 6,397,138.026   424,675.234   MT  0.99996985   -0 32 03.4
 JQ0541;SPC NV C     -20,987,943.67  1,393,288.66   sFT  0.99996985   -0 32 03.4
 JQ0541;UTM  11      - 4,242,119.328   453,834.087   MT  0.99962625   -0 19 39.2
 JQ0541
 JQ0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0541!SPC NV W     -   0.99972579  x   1.00000479  =   0.99973058
 JQ0541!SPC NV C     -   0.99972579  x   0.99996985  =   0.99969565
 JQ0541!UTM  11      -   0.99972579  x   0.99962625  =   0.99935214
 JQ0541
 JQ0541:                Primary Azimuth Mark                     Grid Az
 JQ0541:SPC NV W     -  BIG SMOKY MINERAL MONUMENT               150 53 56.7
 JQ0541:SPC NV C     -  BIG SMOKY MINERAL MONUMENT               152 05 15.9
 JQ0541:UTM  11      -  BIG SMOKY MINERAL MONUMENT               151 52 51.7
 JQ0541
 JQ0541|---------------------------------------------------------------------|
 JQ0541| PID    Reference Object                     Distance      Geod. Az  |
 JQ0541|                                                           dddmmss.s |
 JQ0541| JQ0539 BIG SMOKY MINERAL MONUMENT          APPROX. 0.8 KM 1513312.5 |
 JQ0541| DA8754 BIG SMOKY AZ MK                                    1695926.7 |
 JQ0541| DA8756 BIG SMOKY RM 2                        6.290 METERS 28027     |
 JQ0541| DA8755 BIG SMOKY RM 1                        6.248 METERS 34208     |
 JQ0541|---------------------------------------------------------------------|
 JQ0541
 JQ0541                          SUPERSEDED SURVEY CONTROL
 JQ0541
 JQ0541  NAD 83(1992)-  38 19 33.63050(N)    117 31 41.41511(W) AD(       ) 2
 JQ0541  NAD 83(1986)-  38 19 33.62938(N)    117 31 41.41571(W) AD(       ) 2
 JQ0541  NAD 27      -  38 19 33.88500(N)    117 31 38.05700(W) AD(       ) 2
 JQ0541  NGVD 29 (03/11/99) 1771.5    (m)         5812.     (f) VERT ANG       
 JQ0541
 JQ0541.Superseded values are not recommended for survey control.
 JQ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0541.See file dsdata.txt to determine how the superseded data were derived.
 JQ0541
 JQ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC5383442119(NAD 83)
 JQ0541_MARKER: DS = TRIANGULATION STATION DISK
 JQ0541_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0541_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JQ0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0541+STABILITY: POSITION/ELEVATION WELL
 JQ0541
 JQ0541  HISTORY     - Date     Condition        Report By
 JQ0541  HISTORY     - 1952     MONUMENTED       CGS
 JQ0541  HISTORY     - 1960     GOOD             USGS
 JQ0541
 JQ0541                          STATION DESCRIPTION
 JQ0541
 JQ0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JQ0541'THE STATION IS LOCATED ON THE SUMMIT OF A CONE SHAPED KNOLL
 JQ0541'THAT IS IN THE LOW RANGE OF HILLS THAT EXTEND NORTHEAST FROM
 JQ0541'CROW SPRING.  IT IS ABOUT 24 MILES AIRLINE NORTHWEST OF TONOPAH,
 JQ0541'ABOUT 6-1/2 MILES AIRLINE NORTHEAST OF CROW SPRING, AND ABOUT
 JQ0541'1/2 MILE NORTH OF SOME MINE BUILDINGS.
 JQ0541'
 JQ0541'THE STATION IS 17 FEET SOUTH OF A 3-FOOT CAIRN.  IT IS A
 JQ0541'STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 JQ0541'3 INCHES.  THE DISK IS STAMPED--BIG SMOKY 1952.
 JQ0541'
 JQ0541'REFERENCE MARK NUMBER ONE IS ABOUT 1 FOOT LOWER THAN THE STATION.
 JQ0541'IT IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT
 JQ0541'PROJECTS 10 INCHES.  THE DISK IS STAMPED--BIG SMOKY NO 1 1952.
 JQ0541'
 JQ0541'REFERENCE MARK NUMBER TWO IS ABOUT 1-1/2 FEET HIGHER THAN
 JQ0541'THE STATION.  IT IS A STANDARD DISK SET IN A DRILL HOLE
 JQ0541'IN A BOULDER THAT PROJECTS 12 INCHES.  THE DISK IS STAMPED--BIG
 JQ0541'SMOKY NO 2 1952.
 JQ0541'
 JQ0541'THE AZIMUTH MARK IS 3 FEET SOUTHEAST OF A 2-FOOT CAIRN WITH
 JQ0541'A POLE STANDING IN ITS CENTER, 20 FEET SOUTH OF AN OLD MINE
 JQ0541'SHAFT, 1/4 MILE SOUTH-SOUTHEAST OF THE DESERTED MINE BUILDINGS,
 JQ0541'AND 100 FEET NORTH-NORTHWEST OF THE END OF A ROAD.  IT IS A
 JQ0541'STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 JQ0541'2 INCHES.  THE DISK IS STAMPED--BIG SMOKY 1952.  TO REACH THE
 JQ0541'MARK FROM THE MINE BUILDINGS GO SOUTH ON THE ROAD FOR 0.15
 JQ0541'MILE.  TURN LEFT, EAST, AND GO 0.15 MILE TO THE END OF THE ROAD.
 JQ0541'THE MARK IS ON THE CREST OF THE RIDGE ABOUT 100 FEET
 JQ0541'NORTH-NORTHWEST OF THE END OF THE ROAD.
 JQ0541'
 JQ0541'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH GO
 JQ0541'WEST-NORTHWEST ON U.S. HIGHWAY 95 FOR 15.2 MILES TO A DIRT ROAD
 JQ0541'ON THE RIGHT.  TURN RIGHT, NORTH, AND GO 0.5 MILE TO A FORK.
 JQ0541'TAKE THE LEFT FORK, NORTHWEST, AND GO 4.2 MILES TO A FORK.
 JQ0541'TAKE THE RIGHT FORK, NORTHWEST, AND GO 1.5 MILES TO A FORK.
 JQ0541'TAKE THE LEFT FORK, NORTHWEST, AND GO 4.3 MILES TO A FORK
 JQ0541'AND A SIGN MINA 38.  TAKE THE RIGHT FORK, NORTH, AND GO 0.4
 JQ0541'MILE TO A FORK.  TAKE THE RIGHT FORK, NORTH, AND GO 6.4 MILES
 JQ0541'TO SOME DESERTED MINE BUILDINGS AND A FIRE BREAK TO THE LEFT.
 JQ0541'WITH A 4-WHEEL DRIVE VEHICLE TURN LEFT AND FOLLOW THE FIRE
 JQ0541'BREAK FOR 0.3 MILE TO THE SOUTHWEST BASE OF THE STATION
 JQ0541'HILL.  TURN RIGHT, CROSS COUNTRY, AND PICK A ROUTE THROUGH
 JQ0541'THE BOULDERS FOR 0.25 MILE TO THE SUMMIT AND THE
 JQ0541'STATION.
 JQ0541'
 JQ0541'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 JQ0541
 JQ0541                          STATION RECOVERY (1960)
 JQ0541
 JQ0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JQ0541'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38117-3, STATION 1001.
 JQ0541'STATION MARK--A STANDARD DISK STAMPED---BIG SMOKY 1952---, SET IN A
 JQ0541'DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0540 ***********************************************************************
 JQ0540  DESIGNATION -  BIG SMOKY CAIRN
 JQ0540  PID         -  JQ0540
 JQ0540  STATE/COUNTY-  NV/ESMERALDA
 JQ0540  USGS QUAD   -  OUTLAW SPRINGS SE (1980)
 JQ0540
 JQ0540                         *CURRENT SURVEY CONTROL
 JQ0540  ___________________________________________________________________
 JQ0540* NAD 83(1994)-  38 19 33.79828(N)    117 31 41.37651(W)     ADJUSTED  
 JQ0540* NAVD 88     -      1773.     (meters)    5817.     (feet)  SCALED    
 JQ0540  ___________________________________________________________________
 JQ0540  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 JQ0540  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 JQ0540
 JQ0540  HORZ ORDER  -  THIRD
 JQ0540
 JQ0540.The horizontal coordinates were established by classical geodetic methods
 JQ0540.and adjusted by the National Geodetic Survey in June 1998..
 JQ0540
 JQ0540.The orthometric height was scaled from a topographic map.
 JQ0540
 JQ0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0540
 JQ0540.The geoid height was determined by GEOID03.
 JQ0540
 JQ0540;                    North         East     Units Scale Factor Converg.
 JQ0540;SPC NV W     - 4,397,318.835   892,258.606   MT  1.00000479   +0 39 15.8
 JQ0540;SPC NV W     -14,426,870.21  2,927,351.78   sFT  1.00000479   +0 39 15.8
 JQ0540;SPC NV C     - 6,397,143.164   424,676.027   MT  0.99996985   -0 32 03.4
 JQ0540;SPC NV C     -20,987,960.53  1,393,291.27   sFT  0.99996985   -0 32 03.4
 JQ0540;UTM  11      - 4,242,124.468   453,834.861   MT  0.99962625   -0 19 39.1
 JQ0540
 JQ0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0540!SPC NV W     -   0.99972571  x   1.00000479  =   0.99973050
 JQ0540!SPC NV C     -   0.99972571  x   0.99996985  =   0.99969557
 JQ0540!UTM  11      -   0.99972571  x   0.99962625  =   0.99935206
 JQ0540
 JQ0540                          SUPERSEDED SURVEY CONTROL
 JQ0540
 JQ0540  NAD 83(1992)-  38 19 33.79741(N)    117 31 41.38443(W) AD(       ) 4
 JQ0540  NAD 83(1986)-  38 19 33.79629(N)    117 31 41.38503(W) AD(       ) 4
 JQ0540  NAD 27      -  38 19 34.05200(N)    117 31 38.02700(W) AD(       ) 3
 JQ0540
 JQ0540.Superseded values are not recommended for survey control.
 JQ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0540.See file dsdata.txt to determine how the superseded data were derived.
 JQ0540
 JQ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC5383542124(NAD 83)
 JQ0540_MARKER: 72 = CAIRN
 JQ0540
 JQ0540  HISTORY     - Date     Condition        Report By
 JQ0540  HISTORY     - 1952     FIRST OBSERVED   CGS
 JQ0540
 JQ0540                          STATION DESCRIPTION
 JQ0540
 JQ0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JQ0540'THE STATION IS LOCATED ABOUT 24 MILES AIRLINE NORTHWEST OF
 JQ0540'TONOPAH, ABOUT 6-1/2 MILES AIRLINE NORTHEAST OF CROW SPRING,
 JQ0540'ON THE SUMMIT OF A CONE SHAPED KNOLL THAT IS IN THE LOW RANGE
 JQ0540'OF HILLS THAT EXTEND NORTHEAST FROM CROW SPRING.
 JQ0540'
 JQ0540'THE CAIRN IS ABOUT 3 FEET HIGH AND ABOUT 2-1/2 FEET IN DIAMETER
 JQ0540'AT ITS BASE.  IT IS 17.1 FEET, 5.2 METERS NORTH OF STATION
 JQ0540'BIG SMOKY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0539 ***********************************************************************
 JQ0539  DESIGNATION -  BIG SMOKY MINERAL MONUMENT
 JQ0539  PID         -  JQ0539
 JQ0539  STATE/COUNTY-  NV/ESMERALDA
 JQ0539  USGS QUAD   -  OUTLAW SPRINGS SE (1980)
 JQ0539
 JQ0539                         *CURRENT SURVEY CONTROL
 JQ0539  ___________________________________________________________________
 JQ0539* NAD 83(1994)-  38 19 11.02194(N)    117 31 25.85985(W)     ADJUSTED  
 JQ0539* NAVD 88     -                                                        
 JQ0539  ___________________________________________________________________
 JQ0539  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 JQ0539  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 JQ0539
 JQ0539  HORZ ORDER  -  THIRD
 JQ0539
 JQ0539.The horizontal coordinates were established by classical geodetic methods
 JQ0539.and adjusted by the National Geodetic Survey in June 1998..
 JQ0539
 JQ0539
 JQ0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0539
 JQ0539.The geoid height was determined by GEOID03.
 JQ0539
 JQ0539;                    North         East     Units Scale Factor Converg.
 JQ0539;SPC NV W     - 4,396,620.903   892,643.528   MT  1.00000567   +0 39 25.1
 JQ0539;SPC NV W     -14,424,580.41  2,928,614.64   sFT  1.00000567   +0 39 25.1
 JQ0539;UTM  11      - 4,241,420.310   454,207.626   MT  0.99962582   -0 19 29.3
 JQ0539
 JQ0539                          SUPERSEDED SURVEY CONTROL
 JQ0539
 JQ0539  NAD 83(1992)-  38 19 11.02081(N)    117 31 25.86748(W) AD(       ) 4
 JQ0539  NAD 83(1986)-  38 19 11.01757(N)    117 31 25.86716(W) AD(       ) 4
 JQ0539  NAD 27      -  38 19 11.27600(N)    117 31 22.51100(W) AD(       ) 3
 JQ0539
 JQ0539.Superseded values are not recommended for survey control.
 JQ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0539.See file dsdata.txt to determine how the superseded data were derived.
 JQ0539
 JQ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC5420841420(NAD 83)
 JQ0539_MARKER: 72 = CAIRN
 JQ0539
 JQ0539  HISTORY     - Date     Condition        Report By
 JQ0539  HISTORY     - 1952     FIRST OBSERVED   CGS
 JQ0539
 JQ0539                          STATION DESCRIPTION
 JQ0539
 JQ0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JQ0539'THE STATION IS LOCATED ABOUT 24 MILES AIRLINE NORTHWEST OF
 JQ0539'TONOPAH, ABOUT 6-1/2 MILES AIRLINE NORTHEAST OF CROW SPRING,
 JQ0539'AND ON THE HIGHEST POINT OF THE SOUTHERN PEAK OF 2 SIMILAR
 JQ0539'PEAKS OF THE LOW RANGE OF HILLS THAT FORM THE WEST BOUNDRY OF THE
 JQ0539'BIG SMOKY VALLEY.  THE PEAK IS THE SITE OF SEVERAL MINNING
 JQ0539'OPERATIONS.
 JQ0539'
 JQ0539'THE STATION IS A 4-FOOT CAIRN WITH AN 8 BY 8 INCH POST STANDING
 JQ0539'IN ITS CENTER AND PROJECTING ABOUT 4 FEET ABOVE THE TOP OF THE
 JQ0539'CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0336 ***********************************************************************
 MV0336  DESIGNATION -  BIG SPRING BUTTE
 MV0336  PID         -  MV0336
 MV0336  STATE/COUNTY-  NV/HUMBOLDT
 MV0336  USGS QUAD   -  BIG SPRING BUTTE (1990)
 MV0336
 MV0336                         *CURRENT SURVEY CONTROL
 MV0336  ___________________________________________________________________
 MV0336* NAD 83(1994)-  41 56 49.82805(N)    119 08 56.88444(W)     ADJUSTED  
 MV0336* NAVD 88     -      1996.8    (meters)    6551.     (feet)  VERTCON   
 MV0336  ___________________________________________________________________
 MV0336  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 MV0336  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 MV0336
 MV0336  HORZ ORDER  -  FIRST
 MV0336
 MV0336.The horizontal coordinates were established by classical geodetic methods
 MV0336.and adjusted by the National Geodetic Survey in June 1998..
 MV0336
 MV0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0336
 MV0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0336
 MV0336.The geoid height was determined by GEOID03.
 MV0336
 MV0336;                    North         East     Units Scale Factor Converg.
 MV0336;SPC NV W     - 4,798,986.012   753,088.795   MT  0.99992707   -0 22 41.6
 MV0336;SPC NV W     -15,744,673.27  2,470,758.82   sFT  0.99992707   -0 22 41.6
 MV0336;UTM  11      - 4,646,144.876   321,862.134   MT  0.99999049   -1 26 13.0
 MV0336
 MV0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0336!SPC NV W     -   0.99969010  x   0.99992707  =   0.99961719
 MV0336!UTM  11      -   0.99969010  x   0.99999049  =   0.99968059
 MV0336
 MV0336:                Primary Azimuth Mark                     Grid Az
 MV0336:SPC NV W     -  BIG SPRING BUTTE AZ MK                   032 46 55.5
 MV0336:UTM  11      -  BIG SPRING BUTTE AZ MK                   033 50 26.9
 MV0336
 MV0336|---------------------------------------------------------------------|
 MV0336| PID    Reference Object                     Distance      Geod. Az  |
 MV0336|                                                           dddmmss.s |
 MV0336| CD6868 BIG SPRING BUTTE AZ MK                             0322413.9 |
 MV0336| CD6869 BIG SPRING BUTTE RM 1                 6.297 METERS 03418     |
 MV0336| MV0331 BOUNDARY BUTTE CAIRN                APPROX. 3.1 KM 0405426.3 |
 MV0336| CD6870 BIG SPRING BUTTE RM 2                 9.586 METERS 30055     |
 MV0336|---------------------------------------------------------------------|
 MV0336
 MV0336                          SUPERSEDED SURVEY CONTROL
 MV0336
 MV0336  NAD 83(1992)-  41 56 49.82705(N)    119 08 56.88449(W) AD(       ) 1
 MV0336  NAD 83(1991)-  41 56 49.82693(N)    119 08 56.88444(W) AD(       ) 1
 MV0336  NAD 83(1986)-  41 56 49.82960(N)    119 08 56.88373(W) AD(       ) 1
 MV0336  NAD 27      -  41 56 50.21600(N)    119 08 53.18200(W) AD(       ) 1
 MV0336  NGVD 29 (03/31/99) 1995.5    (m)         6547.     (f) VERT ANG       
 MV0336
 MV0336.Superseded values are not recommended for survey control.
 MV0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0336.See file dsdata.txt to determine how the superseded data were derived.
 MV0336
 MV0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG2186246145(NAD 83)
 MV0336_MARKER: DS = TRIANGULATION STATION DISK
 MV0336_SETTING: 66 = SET IN ROCK OUTCROP
 MV0336_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MV0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0336+STABILITY: POSITION/ELEVATION WELL
 MV0336
 MV0336  HISTORY     - Date     Condition        Report By
 MV0336  HISTORY     - 1950     MONUMENTED       CGS
 MV0336  HISTORY     - 1966     SEE DESCRIPTION  USGS
 MV0336  HISTORY     - 1966     GOOD             USGS
 MV0336
 MV0336                          STATION DESCRIPTION
 MV0336
 MV0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 MV0336'THE STATION IS LOCATED ABOUT 26 MILES WEST OF DENIO, OREGON,
 MV0336'3.5 MILES SOUTH OF THE OREGON-NEVADA STATE LINE, 2.0 MILES
 MV0336'NORTHEAST OF BIG SPRING, ON A BUTTE WHICH RISES SHARPLY ON ALL
 MV0336'SIDES FROM THE SURROUNDING COUNTRY AND IS KNOWN AS BIG SPRING
 MV0336'BUTTE.  THE STATION IS ON THE HIGHEST POINT WHICH IS AT THE
 MV0336'NORTH END OF THE BUTTE, 15 FEET SOUTH OF THE NORTH EDGE, AND
 MV0336'ABOUT CENTER OF THE BUTTE IN AN EAST-WEST DIRECTION.  IT IS
 MV0336'A BRONZE DISK, SET IN A 4- BY 4-FOOT BURIED BOULDER, STAMPED
 MV0336'BIG SPRING BU 1950, AND PROJECTS 10 INCHES.
 MV0336'
 MV0336'REFERENCE MARK NO. 1 IS A BRONZE DISK, SET IN A 1- BY 3-FOOT
 MV0336'BURIED BOULDER, STAMPED BIG SPRING BU 1 1950, AND PROJECTS 10
 MV0336'INCHES.
 MV0336'
 MV0336'REFERENCE MARK NO. 2 IS A BRONZE DISK, SET IN A 3- BY 3-FOOT
 MV0336'BURIED BOULDER, STAMPED, BIG SPRING BU 2 1950, AND PROJECTS
 MV0336'2 INCHES.
 MV0336'
 MV0336'THE AZIMUTH MARK IS LOCATED ON THE WAY TO THE STATION, 200 FEET
 MV0336'NORTH OF A ROCK BLUFF, 15 FEET NORTH OF 5-FOOT HIGH BOULDER,
 MV0336'15 FEET SOUTH OF A BLADED ROAD, AND 10 FEET SOUTH OF A WITNESS
 MV0336'POST.
 MV0336'
 MV0336'TO REACH FROM DENIO, OREGON, GO SOUTHWEST TOWARDS CEDARVILLE
 MV0336'FOR 31.0 MILES TO A FORK.  TAKE RIGHT FORK AND GO 9.0 MILES TO
 MV0336'A CATTLE GUARD.  CROSS GUARD.  TURN RIGHT ON TRACK ROAD ON
 MV0336'THE WEST SIDE OF A FENCE LINE AND GO 4.7 MILES TO A WIRE GATE.
 MV0336'PASS THROUGH THE GATE AND GO 0.1 MILE TO A DIM ROAD RIGHT.  TAKE
 MV0336'DIM ROAD FOR 3.0 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 MV0336'DESCRIBED.  CONTINUE FOR 0.2 MILE TO A FORK.  TAKE RIGHT FORK
 MV0336'FOR 1.2 MILES TO POINT WHERE THE ROAD TURNS LEFT ONTO A HIGHER
 MV0336'BENCH.  HERE TURN RIGHT ACROSS COUNTRY TOWARDS THE BUTTE AND
 MV0336'TRAVEL AS FAR AS POSSIBLE IN TRUCK.  THEN PACK NORTH TO
 MV0336'HIGHEST POINT OF THE BUTTE AND STATION.  ABOUT A 15-MINUTE
 MV0336'PACK.
 MV0336
 MV0336                          STATION RECOVERY (1966)
 MV0336
 MV0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (DER)
 MV0336'THE OLD DESCRIPTION IS ADEQUATE.
 MV0336
 MV0336                          STATION RECOVERY (1966)
 MV0336
 MV0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MV0336'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41119-1 STATION 1002.
 MV0336'STATION MARK--BRONZE DISC SET IN A 4 BY 4-FOOT BURIED BOULDER
 MV0336'STAMPED---BIG SPRING BU 1950---AND PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0075 ***********************************************************************
 LS0075  DESIGNATION -  BILL RM 1
 LS0075  PID         -  LS0075
 LS0075  STATE/COUNTY-  NV/PERSHING
 LS0075  USGS QUAD   -  MILL CITY (1987)
 LS0075
 LS0075                         *CURRENT SURVEY CONTROL
 LS0075  ___________________________________________________________________
 LS0075* NAD 83(1986)-  40 41 38.     (N)    118 03 25.     (W)     SCALED    
 LS0075* NAVD 88     -      1307.804  (meters)    4290.69   (feet)  ADJUSTED  
 LS0075  ___________________________________________________________________
 LS0075  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 LS0075  DYNAMIC HT  -        1306.797 (meters)    4287.38  (feet)  COMP
 LS0075  MODELED GRAV-     979,809.2   (mgal)                       NAVD 88
 LS0075
 LS0075  VERT ORDER  -  SECOND    CLASS 0
 LS0075
 LS0075.The horizontal coordinates were scaled from a topographic map and have
 LS0075.an estimated accuracy of +/- 6 seconds.
 LS0075
 LS0075.The orthometric height was determined by differential leveling
 LS0075.and adjusted by the National Geodetic Survey in June 1991..
 LS0075
 LS0075.The geoid height was determined by GEOID03.
 LS0075
 LS0075.The dynamic height is computed by dividing the NAVD 88
 LS0075.geopotential number by the normal gravity value computed on the
 LS0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0075.degrees latitude (g = 980.6199 gals.).
 LS0075
 LS0075.The modeled gravity was interpolated from observed gravity values.
 LS0075
 LS0075;                    North         East    Units  Estimated Accuracy
 LS0075;SPC NV W     - 4,659,790.      844,490.      MT  (+/- 180 meters Scaled)
 LS0075
 LS0075                          SUPERSEDED SURVEY CONTROL
 LS0075
 LS0075  NGVD 29 (??/??/92) 1306.820  (m)         4287.46   (f) ADJ UNCH    2 0
 LS0075
 LS0075.Superseded values are not recommended for survey control.
 LS0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0075.See file dsdata.txt to determine how the superseded data were derived.
 LS0075
 LS0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF106053(NAD 83)
 LS0075_MARKER: DR = REFERENCE MARK DISK
 LS0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0075_STAMPING: BILL NO 1 1957
 LS0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0075+STABILITY: SURFACE MOTION
 LS0075
 LS0075  HISTORY     - Date     Condition        Report By
 LS0075  HISTORY     - 1957     MONUMENTED       CGS
 LS0075  HISTORY     - 1970     GOOD             NGS
 LS0075  HISTORY     - 1986     MARK NOT FOUND   NGS
 LS0075
 LS0075                          STATION DESCRIPTION
 LS0075
 LS0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0075'1.1 MI NE FROM MILL CITY.
 LS0075'1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE STAR PEAK SERVICE
 LS0075'STATION AT MILL CITY, THENCE 0.1 MILE WEST ALONG A TRACK ROAD, 27.0
 LS0075'FEET SOUTH OF STATION MARK, SET IN A SQUARE CONCRETE POST PROJECTING 2
 LS0075'INCHES ABOVE GROUND SURFACE.
 LS0075
 LS0075                          STATION RECOVERY (1970)
 LS0075
 LS0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LS0075'RECOVERED IN GOOD CONDITION.
 LS0075
 LS0075                          STATION RECOVERY (1986)
 LS0075
 LS0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0075'NOT RECOVERED.  THE AREA HAS BEEN GRADED AND A TRUCK STOP BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0077 ***********************************************************************
 LS0077  DESIGNATION -  BILL RM 2
 LS0077  PID         -  LS0077
 LS0077  STATE/COUNTY-  NV/PERSHING
 LS0077  USGS QUAD   -  MILL CITY (1987)
 LS0077
 LS0077                         *CURRENT SURVEY CONTROL
 LS0077  ___________________________________________________________________
 LS0077* NAD 83(1986)-  40 41 38.     (N)    118 03 25.     (W)     SCALED    
 LS0077* NAVD 88     -      1307.537  (meters)    4289.81   (feet)  ADJUSTED  
 LS0077  ___________________________________________________________________
 LS0077  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 LS0077  DYNAMIC HT  -        1306.530 (meters)    4286.51  (feet)  COMP
 LS0077  MODELED GRAV-     979,809.2   (mgal)                       NAVD 88
 LS0077
 LS0077  VERT ORDER  -  SECOND    CLASS 0
 LS0077
 LS0077.The horizontal coordinates were scaled from a topographic map and have
 LS0077.an estimated accuracy of +/- 6 seconds.
 LS0077
 LS0077.The orthometric height was determined by differential leveling
 LS0077.and adjusted by the National Geodetic Survey in June 1991..
 LS0077
 LS0077.The geoid height was determined by GEOID03.
 LS0077
 LS0077.The dynamic height is computed by dividing the NAVD 88
 LS0077.geopotential number by the normal gravity value computed on the
 LS0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0077.degrees latitude (g = 980.6199 gals.).
 LS0077
 LS0077.The modeled gravity was interpolated from observed gravity values.
 LS0077
 LS0077;                    North         East    Units  Estimated Accuracy
 LS0077;SPC NV W     - 4,659,790.      844,490.      MT  (+/- 180 meters Scaled)
 LS0077
 LS0077                          SUPERSEDED SURVEY CONTROL
 LS0077
 LS0077  NGVD 29 (??/??/92) 1306.553  (m)         4286.58   (f) ADJ UNCH    2 0
 LS0077
 LS0077.Superseded values are not recommended for survey control.
 LS0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0077.See file dsdata.txt to determine how the superseded data were derived.
 LS0077
 LS0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF106053(NAD 83)
 LS0077_MARKER: DR = REFERENCE MARK DISK
 LS0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0077_STAMPING: BILL NO 2 1957
 LS0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0077+STABILITY: SURFACE MOTION
 LS0077
 LS0077  HISTORY     - Date     Condition        Report By
 LS0077  HISTORY     - 1957     MONUMENTED       CGS
 LS0077  HISTORY     - 1970     GOOD             NGS
 LS0077  HISTORY     - 1986     MARK NOT FOUND   NGS
 LS0077
 LS0077                          STATION DESCRIPTION
 LS0077
 LS0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0077'1.1 MI NE FROM MILL CITY.
 LS0077'1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE STAR PEAK SERVICE
 LS0077'STATION AT MILL CITY, THENCE 0.1 MILE WEST ALONG TRACK ROAD, 24.2 FEET
 LS0077'WEST OF STATION MARK, SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 LS0077'GROUND SURFACE.
 LS0077
 LS0077                          STATION RECOVERY (1970)
 LS0077
 LS0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LS0077'RECOVERED IN GOOD CONDITION.
 LS0077
 LS0077                          STATION RECOVERY (1986)
 LS0077
 LS0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0077'NOT RECOVERED.  THE AREA HAS BEEN GRADED AND A TRUCK STOP BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0066 ***********************************************************************
 KQ0066  DESIGNATION -  BILLY
 KQ0066  PID         -  KQ0066
 KQ0066  STATE/COUNTY-  NV/LANDER
 KQ0066  USGS QUAD   -  CAPE HORN (1989)
 KQ0066
 KQ0066                         *CURRENT SURVEY CONTROL
 KQ0066  ___________________________________________________________________
 KQ0066* NAD 83(1994)-  39 24 26.94130(N)    116 47 01.29977(W)     ADJUSTED  
 KQ0066* NAVD 88     -      1864.153  (meters)    6115.98   (feet)  ADJUSTED  
 KQ0066  ___________________________________________________________________
 KQ0066  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 KQ0066  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 KQ0066  DYNAMIC HT  -        1862.257 (meters)    6109.75  (feet)  COMP
 KQ0066  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 KQ0066
 KQ0066  HORZ ORDER  -  SECOND
 KQ0066  VERT ORDER  -  FIRST     CLASS II
 KQ0066
 KQ0066.The horizontal coordinates were established by classical geodetic methods
 KQ0066.and adjusted by the National Geodetic Survey in June 1998..
 KQ0066
 KQ0066.The orthometric height was determined by differential leveling
 KQ0066.and adjusted by the National Geodetic Survey in June 1991..
 KQ0066
 KQ0066.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0066
 KQ0066.The geoid height was determined by GEOID03.
 KQ0066
 KQ0066.The dynamic height is computed by dividing the NAVD 88
 KQ0066.geopotential number by the normal gravity value computed on the
 KQ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0066.degrees latitude (g = 980.6199 gals.).
 KQ0066
 KQ0066.The modeled gravity was interpolated from observed gravity values.
 KQ0066
 KQ0066;                    North         East     Units Scale Factor Converg.
 KQ0066;SPC NV C     - 6,516,839.085   489,921.721   MT  0.99990125   -0 04 27.5
 KQ0066;SPC NV C     -21,380,662.90  1,607,351.51   sFT  0.99990125   -0 04 27.5
 KQ0066;SPC NV E     - 8,517,520.044    96,624.952   MT  1.00003153   -0 45 43.5
 KQ0066;SPC NV E     -27,944,563.68    317,010.36   sFT  1.00003153   -0 45 43.5
 KQ0066;UTM  11      - 4,362,019.388   518,622.384   MT  0.99960427   +0 08 14.3
 KQ0066
 KQ0066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0066!SPC NV C     -   0.99971102  x   0.99990125  =   0.99961230
 KQ0066!SPC NV E     -   0.99971102  x   1.00003153  =   0.99974254
 KQ0066!UTM  11      -   0.99971102  x   0.99960427  =   0.99931541
 KQ0066
 KQ0066|---------------------------------------------------------------------|
 KQ0066| PID    Reference Object                     Distance      Geod. Az  |
 KQ0066|                                                           dddmmss.s |
 KQ0066| KQ0064 BILLY RM 2                           12.768 METERS 24547     |
 KQ0066| KQ0075 FLAT                                APPROX. 6.2 KM 2482340.4 |
 KQ0066| KQ0065 BILLY RM 1                            8.623 METERS 32520     |
 KQ0066|---------------------------------------------------------------------|
 KQ0066
 KQ0066                          SUPERSEDED SURVEY CONTROL
 KQ0066
 KQ0066  NAD 83(1986)-  39 24 26.94197(N)    116 47 01.29205(W) AD(       ) 2
 KQ0066  NAD 27      -  39 24 27.20000(N)    116 46 57.99900(W) AD(       ) 2
 KQ0066  NGVD 29 (??/??/92) 1862.888  (m)         6111.82   (f) ADJ UNCH    1 2
 KQ0066
 KQ0066.Superseded values are not recommended for survey control.
 KQ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0066.See file dsdata.txt to determine how the superseded data were derived.
 KQ0066
 KQ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND1862262019(NAD 83)
 KQ0066_MARKER: DS = TRIANGULATION STATION DISK
 KQ0066_SETTING: 80 = SET IN A BOULDER
 KQ0066_STAMPING: BILLY 1954
 KQ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0066+STABILITY: SURFACE MOTION
 KQ0066
 KQ0066  HISTORY     - Date     Condition        Report By
 KQ0066  HISTORY     - 1954     MONUMENTED       CGS
 KQ0066  HISTORY     - 1955     GOOD             CGS
 KQ0066  HISTORY     - 1955     GOOD             NGS
 KQ0066  HISTORY     - 1976     GOOD             NGS
 KQ0066
 KQ0066                          STATION DESCRIPTION
 KQ0066
 KQ0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0066'THE STATION IS LOCATED ON THE NORTHWEST END OF A SMALL KNOLL
 KQ0066'THAT IS ABOUT 44 MILES (AIR LINE) WEST-SOUTHWEST OF EUREKA,
 KQ0066'16 MILES SOUTHEAST OF AUSTIN, 0.1 MILE SOUTH OF U.S. HIGHWAY
 KQ0066'50, AND 4 FEET NORTH OF A WHITE WITNESS POST.
 KQ0066'
 KQ0066'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN GO EAST
 KQ0066'ON U.S. HIGHWAY 50 FOR 20.6 MILES TO A SIDE ROAD RIGHT.  (TO
 KQ0066'REACH THE R54 (USGS) MARK, CONTINUE AHEAD (EAST) ON U.S. HIGHWAY
 KQ0066'50 FOR 0.3 MILE TO THE MARK ON THE LEFT (NORTH) SIDE OF THE
 KQ0066'ROAD, ACROSS A GULLY.) TURN RIGHT AND GO 0.1 MILE.  TURN
 KQ0066'RIGHT (SOUTH) AND PICK YOUR WAY UP TO THE TOP OF A LOW RIDGE
 KQ0066'THEN WEST ALONG RIDGE TO THE TOP OF THE KNOLL AND STATION
 KQ0066'FOR A TOTAL OF 0.25 MILE.
 KQ0066'
 KQ0066'THE STATION MARK, A STANDARD DISK STAMPED BILLY 1954, IS SET
 KQ0066'IN A DRILL HOLE IN A LARGE FLAT BOULDER THAT PROJECTS ABOUT 8
 KQ0066'INCHES.
 KQ0066'
 KQ0066'REFERENCE MARK 1, A STANDARD DISK STAMPED BILLY NO 1 1954, IS
 KQ0066'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 5 INCHES ABOVE
 KQ0066'THE GROUND.  IT IS ABOUT 18 INCHES LOWER THAN THE STATION MARK.
 KQ0066'
 KQ0066'REFERENCE MARK 2, A STANDARD DISK STAMPED BILLY NO 2 1954,
 KQ0066'IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES
 KQ0066'ABOVE THE GROUND.  IT IS ABOUT 5 FEET LOWER THAN THE STATION
 KQ0066'MARK.
 KQ0066'
 KQ0066'R54 (USGS), A U.S. GEOLOGICAL SURVEY DISK STAMPED R54 1931,
 KQ0066'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 KQ0066'WITH THE GROUND.  IT IS ABOUT 200 FEET NORTH OF U.S. HIGHWAY
 KQ0066'50.  THIS MARK CAN BE USED FOR AN AZIMUTH MARK.
 KQ0066
 KQ0066                          STATION RECOVERY (1955)
 KQ0066
 KQ0066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 KQ0066'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN
 KQ0066'GOOD CONDITION AS DESCRIBED.
 KQ0066
 KQ0066                          STATION RECOVERY (1955)
 KQ0066
 KQ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KQ0066'20.7 MI SE FROM AUSTIN.
 KQ0066'20.6 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0066'AT AUSTIN, THENCE 0.15 MILE SOUTH UP THE NORTH SLOPE OF A RIDGE, ON
 KQ0066'THE TOP OF A KNOLL AT THE END OF A RIDGE OVER-LOOKING THE HIGHWAY, IN
 KQ0066'THE TOP OF A 2 1/2- BY 3-FOOT BOULDER PROJECTING 0.4 FOOT ABOVE THE
 KQ0066'GROUND, 41.9 FEET NORTHEAST OF BILLY R.M. 2, 28.3 FEET SOUTHEAST OF
 KQ0066'BILLY R.M. 1, 6.1 FEET NORTH OF A WITNESS POST, AND ABOUT 400 FEET
 KQ0066'HIGHER THAN THE HIGHWAY.
 KQ0066
 KQ0066                          STATION RECOVERY (1976)
 KQ0066
 KQ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JSS)
 KQ0066'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER
 KQ0066'2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 KQ0066'SEARCHED FOR AT THIS TIME.  THE DESCRIPTION IS ADEQUATE.
 KQ0066'
 KQ0066'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES SOUTHEAST
 KQ0066'OF AUSTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0065 ***********************************************************************
 KQ0065  DESIGNATION -  BILLY RM 1
 KQ0065  PID         -  KQ0065
 KQ0065  STATE/COUNTY-  NV/LANDER
 KQ0065  USGS QUAD   -  CAPE HORN (1989)
 KQ0065
 KQ0065                         *CURRENT SURVEY CONTROL
 KQ0065  ___________________________________________________________________
 KQ0065* NAD 83(1986)-  39 24 27.     (N)    116 47 00.     (W)     SCALED    
 KQ0065* NAVD 88     -      1863.366  (meters)    6113.39   (feet)  ADJUSTED  
 KQ0065  ___________________________________________________________________
 KQ0065  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 KQ0065  DYNAMIC HT  -        1861.469 (meters)    6107.17  (feet)  COMP
 KQ0065  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 KQ0065
 KQ0065  VERT ORDER  -  FIRST     CLASS II
 KQ0065
 KQ0065.The horizontal coordinates were scaled from a topographic map and have
 KQ0065.an estimated accuracy of +/- 6 seconds.
 KQ0065
 KQ0065.The orthometric height was determined by differential leveling
 KQ0065.and adjusted by the National Geodetic Survey in June 1991..
 KQ0065
 KQ0065.The geoid height was determined by GEOID03.
 KQ0065
 KQ0065.The dynamic height is computed by dividing the NAVD 88
 KQ0065.geopotential number by the normal gravity value computed on the
 KQ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0065.degrees latitude (g = 980.6199 gals.).
 KQ0065
 KQ0065.The modeled gravity was interpolated from observed gravity values.
 KQ0065
 KQ0065;                    North         East    Units  Estimated Accuracy
 KQ0065;SPC NV C     - 6,516,840.      489,950.      MT  (+/- 180 meters Scaled)
 KQ0065
 KQ0065                          SUPERSEDED SURVEY CONTROL
 KQ0065
 KQ0065  NGVD 29 (??/??/92) 1862.100  (m)         6109.24   (f) ADJ UNCH    1 2
 KQ0065
 KQ0065.Superseded values are not recommended for survey control.
 KQ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0065.See file dsdata.txt to determine how the superseded data were derived.
 KQ0065
 KQ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND186620(NAD 83)
 KQ0065_MARKER: DR = REFERENCE MARK DISK
 KQ0065_SETTING: 80 = SET IN A BOULDER
 KQ0065_STAMPING: BILLY NO 1 1954
 KQ0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0065+STABILITY: SURFACE MOTION
 KQ0065
 KQ0065  HISTORY     - Date     Condition        Report By
 KQ0065  HISTORY     - 1954     MONUMENTED       CGS
 KQ0065  HISTORY     - 1955     GOOD             NGS
 KQ0065
 KQ0065                          STATION DESCRIPTION
 KQ0065
 KQ0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0065'20.7 MI SE FROM AUSTIN.
 KQ0065'20.6 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0065'AT AUSTIN, THENCE 0.15 MILE SOUTH UP THE NORTH SLOPE OF A RIDGE, ON
 KQ0065'THE TOP OF A KNOLL AT THE END OF A RIDGE OVER-LOOKING THE HIGHWAY, IN
 KQ0065'THE TOP OF A 2- BY 2 1/2-FOOT BOULDER, 28.3 FEET NORTHWEST OF
 KQ0065'TRIANGULATION STATION BILLY, 2.4 FEET SOUTH OF A WITNESS POST, AND
 KQ0065'ABOUT 400 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0064 ***********************************************************************
 KQ0064  DESIGNATION -  BILLY RM 2
 KQ0064  PID         -  KQ0064
 KQ0064  STATE/COUNTY-  NV/LANDER
 KQ0064  USGS QUAD   -  CAPE HORN (1989)
 KQ0064
 KQ0064                         *CURRENT SURVEY CONTROL
 KQ0064  ___________________________________________________________________
 KQ0064* NAD 83(1986)-  39 24 27.     (N)    116 47 00.     (W)     SCALED    
 KQ0064* NAVD 88     -      1862.031  (meters)    6109.01   (feet)  ADJUSTED  
 KQ0064  ___________________________________________________________________
 KQ0064  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 KQ0064  DYNAMIC HT  -        1860.135 (meters)    6102.79  (feet)  COMP
 KQ0064  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 KQ0064
 KQ0064  VERT ORDER  -  FIRST     CLASS II
 KQ0064
 KQ0064.The horizontal coordinates were scaled from a topographic map and have
 KQ0064.an estimated accuracy of +/- 6 seconds.
 KQ0064
 KQ0064.The orthometric height was determined by differential leveling
 KQ0064.and adjusted by the National Geodetic Survey in June 1991..
 KQ0064
 KQ0064.The geoid height was determined by GEOID03.
 KQ0064
 KQ0064.The dynamic height is computed by dividing the NAVD 88
 KQ0064.geopotential number by the normal gravity value computed on the
 KQ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0064.degrees latitude (g = 980.6199 gals.).
 KQ0064
 KQ0064.The modeled gravity was interpolated from observed gravity values.
 KQ0064
 KQ0064;                    North         East    Units  Estimated Accuracy
 KQ0064;SPC NV C     - 6,516,840.      489,950.      MT  (+/- 180 meters Scaled)
 KQ0064
 KQ0064                          SUPERSEDED SURVEY CONTROL
 KQ0064
 KQ0064  NGVD 29 (??/??/92) 1860.764  (m)         6104.86   (f) ADJ UNCH    1 2
 KQ0064
 KQ0064.Superseded values are not recommended for survey control.
 KQ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0064.See file dsdata.txt to determine how the superseded data were derived.
 KQ0064
 KQ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND186620(NAD 83)
 KQ0064_MARKER: DR = REFERENCE MARK DISK
 KQ0064_SETTING: 80 = SET IN A BOULDER
 KQ0064_STAMPING: BILLY NO 2 1954
 KQ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0064+STABILITY: SURFACE MOTION
 KQ0064
 KQ0064  HISTORY     - Date     Condition        Report By
 KQ0064  HISTORY     - 1954     MONUMENTED       CGS
 KQ0064  HISTORY     - 1955     GOOD             NGS
 KQ0064
 KQ0064                          STATION DESCRIPTION
 KQ0064
 KQ0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0064'20.7 MI SE FROM AUSTIN.
 KQ0064'20.6 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0064'AT AUSTIN, THENCE 0.15 MILE SOUTH UP THE NORTH SLOPE OF A RIDGE, ON
 KQ0064'THE TOP OF A KNOLL AT THE END OF A RIDGE OVER-LOOKING THE HIGHWAY, IN
 KQ0064'THE TOP OF A 1- BY 1-FOOT BOULDER PROJECTING 0.1 FOOT ABOVE THE
 KQ0064'GROUND, 41.9 FEET SOUTHWEST OF TRIANGULATION STATION BILLY, 1.3 FEET
 KQ0064'EAST OF A WITNESS POST, AND ABOUT 400 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0104 ***********************************************************************
 KQ0104  DESIGNATION -  BIRCH
 KQ0104  PID         -  KQ0104
 KQ0104  STATE/COUNTY-  NV/LANDER
 KQ0104  USGS QUAD   -  BIRCH CREEK RANCH (1989)
 KQ0104
 KQ0104                         *CURRENT SURVEY CONTROL
 KQ0104  ___________________________________________________________________
 KQ0104* NAD 83(1994)-  39 21 07.86713(N)    116 58 06.23419(W)     ADJUSTED  
 KQ0104* NAVD 88     -      1791.804  (meters)    5878.61   (feet)  ADJUSTED  
 KQ0104  ___________________________________________________________________
 KQ0104  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 KQ0104  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 KQ0104  DYNAMIC HT  -        1789.965 (meters)    5872.58  (feet)  COMP
 KQ0104  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 KQ0104
 KQ0104  HORZ ORDER  -  SECOND
 KQ0104  VERT ORDER  -  SECOND    CLASS 0
 KQ0104
 KQ0104.The horizontal coordinates were established by classical geodetic methods
 KQ0104.and adjusted by the National Geodetic Survey in June 1998..
 KQ0104
 KQ0104.The orthometric height was determined by differential leveling
 KQ0104.and adjusted by the National Geodetic Survey in June 1991..
 KQ0104
 KQ0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0104
 KQ0104.The geoid height was determined by GEOID03.
 KQ0104
 KQ0104.The dynamic height is computed by dividing the NAVD 88
 KQ0104.geopotential number by the normal gravity value computed on the
 KQ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0104.degrees latitude (g = 980.6199 gals.).
 KQ0104
 KQ0104.The modeled gravity was interpolated from observed gravity values.
 KQ0104
 KQ0104;                    North         East     Units Scale Factor Converg.
 KQ0104;SPC NV C     - 6,510,737.206   473,994.714   MT  0.99990832   -0 11 28.8
 KQ0104;SPC NV C     -21,360,643.65  1,555,097.66   sFT  0.99990832   -0 11 28.8
 KQ0104;UTM  11      - 4,355,860.626   502,722.822   MT  0.99960009   +0 01 12.1
 KQ0104
 KQ0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0104!SPC NV C     -   0.99972241  x   0.99990832  =   0.99963075
 KQ0104!UTM  11      -   0.99972241  x   0.99960009  =   0.99932261
 KQ0104
 KQ0104:                Primary Azimuth Mark                     Grid Az
 KQ0104:SPC NV C     -  BIRCH AZ MK                              023 22 39.2
 KQ0104:UTM  11      -  BIRCH AZ MK                              023 09 58.3
 KQ0104
 KQ0104|---------------------------------------------------------------------|
 KQ0104| PID    Reference Object                     Distance      Geod. Az  |
 KQ0104|                                                           dddmmss.s |
 KQ0104| KQ0103 BIRCH AZ MK                                        0231110.4 |
 KQ0104| KQ0105 BIRCH RM 1                           12.944 METERS 17605     |
 KQ0104| KQ0106 BIRCH RM 2                           10.381 METERS 29951     |
 KQ0104|---------------------------------------------------------------------|
 KQ0104
 KQ0104                          SUPERSEDED SURVEY CONTROL
 KQ0104
 KQ0104  NAD 83(1986)-  39 21 07.86881(N)    116 58 06.22568(W) AD(       ) 2
 KQ0104  NAD 27      -  39 21 08.12600(N)    116 58 02.91600(W) AD(       ) 2
 KQ0104  NGVD 29 (??/??/92) 1790.547  (m)         5874.49   (f) ADJ UNCH    2 0
 KQ0104
 KQ0104.Superseded values are not recommended for survey control.
 KQ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0104.See file dsdata.txt to determine how the superseded data were derived.
 KQ0104
 KQ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND0272355861(NAD 83)
 KQ0104_MARKER: DS = TRIANGULATION STATION DISK
 KQ0104_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KQ0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0104_STAMPING: BIRCH 1954
 KQ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0104+STABILITY: SURFACE MOTION
 KQ0104
 KQ0104  HISTORY     - Date     Condition        Report By
 KQ0104  HISTORY     - 1954     MONUMENTED       CGS
 KQ0104  HISTORY     - 1955     GOOD             CGS
 KQ0104  HISTORY     - 1955     GOOD             NGS
 KQ0104  HISTORY     - 1957     GOOD             USGS
 KQ0104  HISTORY     - 1976     GOOD             NGS
 KQ0104
 KQ0104                          STATION DESCRIPTION
 KQ0104
 KQ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0104'THE STATION IS LOCATED ABOUT 11 MILES, AIR LINE, SOUTH-SOUTHEAST
 KQ0104'OF AUSTIN, 4 MILES, AIR LINE SOUTH OF THE JUNCTION OF U.S.
 KQ0104'HIGHWAY 50 AND STATE HIGHWAY 8A AND IS 106 FEET WEST OF THE
 KQ0104'CENTERLINE OF STATE HIGHWAY 8A.  IT IS 9-1/2 FEET SOUTH OF A
 KQ0104'WHITE WITNESS POST.
 KQ0104'
 KQ0104'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 KQ0104'8A, WHICH IS ABOUT 12 MILES EAST OF AUSTIN, GO SOUTH ON STATE
 KQ0104'HIGHWAY 8A FOR 3.6 MILES TO A SIDE ROAD RIGHT, SIGN BIRCH
 KQ0104'CREEK 3 AND THE AZIMUTH MARK.  CONTINUE SOUTH ON THE HIGHWAY
 KQ0104'FOR 0.3 MILE TO THE STATION ON THE RIGHT.  THIS IS A DRIVE
 KQ0104'STATION.
 KQ0104'
 KQ0104'THE STATION MARK, A STANDARD DISK STAMPED BIRCH 1954, IS SET
 KQ0104'IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 4 INCHES
 KQ0104'ABOVE THE GROUND.
 KQ0104'
 KQ0104'THE UNDERGROUND MARK IS A FLASHLIGHT BATTERY WITH A NAIL IN
 KQ0104'IT AND SET IN A MASS OF CONCRETE.
 KQ0104'
 KQ0104'REFERENCE MARK 1, A STANDARD DISK STAMPED BIRCH NO 1 1954,
 KQ0104'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 6
 KQ0104'INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS
 KQ0104'THE STATION MARK.
 KQ0104'
 KQ0104'REFERENCE MARK 2, A STANDARD DISK STAMPED BIRCH NO 2 1954,
 KQ0104'IS SET IN A SQUARE BLOCK OF CONCRETE WHICH IS FLUSH WITH THE GROUND.
 KQ0104'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KQ0104'
 KQ0104'THE AZIMUTH MARK, A STANDARD DISK STAMPED BIRCH 1954, IS SET
 KQ0104'IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 8 INCHES ABOVE
 KQ0104'THE GROUND.  THE MARK IS 96 FEET WEST OF THE CENTERLINE OF STATE
 KQ0104'HIGHWAY 8A, 21 FEET SOUTH OF THE CENTER OF A DIRT ROAD, AND
 KQ0104'1 FOOT WEST OF A WHITE WITNESS POST.
 KQ0104
 KQ0104                          STATION RECOVERY (1955)
 KQ0104
 KQ0104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 KQ0104'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN
 KQ0104'GOOD CONDITION AS DESCRIBED.
 KQ0104
 KQ0104                          STATION RECOVERY (1955)
 KQ0104
 KQ0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KQ0104'15.6 MI SE FROM AUSTIN.
 KQ0104'11.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0104'AT AUSTIN, THENCE 3.9 MILES SOUTHWEST ALONG STATE HIGHWAY 8 A, AT THE
 KQ0104'CROSSING OF A WASH, 116.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 KQ0104'HIGHWAY, 90.7 FEET NORTHWEST OF THE CENTER OF THE NORTHWEST END OF A
 KQ0104'36-INCH CORRUGATED METAL PIPE CULVERT, 89 FEET SOUTHWEST OF THE CENTER
 KQ0104'OF THE WASH, 42.4 FEET NORTH OF BIRCH R.M. 1, 34.0 FEET SOUTHEAST OF
 KQ0104'BIRCH R.M. 2, 9.9 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH
 KQ0104'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 KQ0104'ABOVE THE GROUND.
 KQ0104
 KQ0104                          STATION RECOVERY (1957)
 KQ0104
 KQ0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KQ0104'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39116-3 STATION 1004.
 KQ0104'STATION MARK--STANDARD DISC STAMPED---BIRCH 1954---SET IN THE TOP OF A
 KQ0104'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 KQ0104
 KQ0104                          STATION RECOVERY (1976)
 KQ0104
 KQ0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 KQ0104'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2
 KQ0104'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 KQ0104'DESCRIPTION IS ADEQUATE.
 KQ0104'
 KQ0104'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 KQ0104'SOUTH-SOUTHEAST OF AUSTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8025 ***********************************************************************
 AH8025  DESIGNATION -  BIRCH
 AH8025  PID         -  AH8025
 AH8025  STATE/COUNTY-  NV/WHITE PINE
 AH8025  USGS QUAD   -  CHRISTINA PEAK (1990)
 AH8025
 AH8025                         *CURRENT SURVEY CONTROL
 AH8025  ___________________________________________________________________
 AH8025* NAD 83(1994)-  39 52 09.91217(N)    115 48 19.49513(W)     ADJUSTED  
 AH8025* NAVD 88     -      2978.7    (meters)    9773.     (feet)  VERTCON   
 AH8025  ___________________________________________________________________
 AH8025  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AH8025  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 AH8025
 AH8025  HORZ ORDER  -  THIRD
 AH8025
 AH8025.The horizontal coordinates were established by classical geodetic methods
 AH8025.and adjusted by the National Geodetic Survey in February 1999..
 AH8025
 AH8025.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8025
 AH8025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8025
 AH8025.The geoid height was determined by GEOID03.
 AH8025
 AH8025;                    North         East     Units Scale Factor Converg.
 AH8025;SPC NV E     - 8,568,138.753   181,001.380   MT  0.99990444   -0 08 32.5
 AH8025;SPC NV E     -28,110,635.23    593,835.36   sFT  0.99990444   -0 08 32.5
 AH8025;UTM  11      - 4,413,947.071   602,164.692   MT  0.99972850   +0 45 57.0
 AH8025
 AH8025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8025!SPC NV E     -   0.99953606  x   0.99990444  =   0.99944055
 AH8025!UTM  11      -   0.99953606  x   0.99972850  =   0.99926469
 AH8025
 AH8025                          SUPERSEDED SURVEY CONTROL
 AH8025
 AH8025  NGVD 29 (02/26/99) 2977.3    (m)         9768.     (f) VERT ANG       
 AH8025
 AH8025.Superseded values are not recommended for survey control.
 AH8025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8025.See file dsdata.txt to determine how the superseded data were derived.
 AH8025
 AH8025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE0216513947(NAD 83)
 AH8025_MARKER: DS = TRIANGULATION STATION DISK
 AH8025_SETTING: 66 = SET IN ROCK OUTCROP
 AH8025_PROJECTION: FLUSH
 AH8025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8025+STABILITY: POSITION/ELEVATION WELL
 AH8025
 AH8025  HISTORY     - Date     Condition        Report By
 AH8025  HISTORY     - 1933     MONUMENTED       USGS
 AH8025
 AH8025                          STATION DESCRIPTION
 AH8025
 AH8025'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 AH8025'LOCATED ABOUT 26 MI NNE. OF EUREKA, ABOUT 3 MI S. OF ROAD CANYON PASS.
 AH8025'IN DIAMOND MOUNTAINS, ON TOP OF HIGHEST PEAK.
 AH8025'TO REACH FROM EUREAK, DRIVE 14 MI E. ON U.S. HWY. 50 TO ELDORADO AND
 AH8025'T-RD. TURN LEFT 35.9 MI N. TO Y-RD. TURN LEFT 3.1 MI W. ON ROUGH RD.
 AH8025'TO END OF RD. CONTINUE SW. CROSS-COUNTRY UP VALLEY TO RIDGE AND W.
 AH8025'ALONG RIDGE ANOTHER MILE TO END OF RD. PACK W. UP STEEP VALLEY S. TO
 AH8025'HIGHEST PEAK AND STATION. BOUT A 1-1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0103 ***********************************************************************
 KQ0103  DESIGNATION -  BIRCH AZ MK
 KQ0103  PID         -  KQ0103
 KQ0103  STATE/COUNTY-  NV/LANDER
 KQ0103  USGS QUAD   -  BIRCH CREEK RANCH (1989)
 KQ0103
 KQ0103                         *CURRENT SURVEY CONTROL
 KQ0103  ___________________________________________________________________
 KQ0103* NAD 83(1986)-  39 21 20.     (N)    116 58 00.     (W)     SCALED    
 KQ0103* NAVD 88     -      1794.199  (meters)    5886.47   (feet)  ADJUSTED  
 KQ0103  ___________________________________________________________________
 KQ0103  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 KQ0103  DYNAMIC HT  -        1792.359 (meters)    5880.43  (feet)  COMP
 KQ0103  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 KQ0103
 KQ0103  VERT ORDER  -  SECOND    CLASS 0
 KQ0103
 KQ0103.The horizontal coordinates were scaled from a topographic map and have
 KQ0103.an estimated accuracy of +/- 6 seconds.
 KQ0103
 KQ0103.The orthometric height was determined by differential leveling
 KQ0103.and adjusted by the National Geodetic Survey in June 1991..
 KQ0103
 KQ0103.The geoid height was determined by GEOID03.
 KQ0103
 KQ0103.The dynamic height is computed by dividing the NAVD 88
 KQ0103.geopotential number by the normal gravity value computed on the
 KQ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0103.degrees latitude (g = 980.6199 gals.).
 KQ0103
 KQ0103.The modeled gravity was interpolated from observed gravity values.
 KQ0103
 KQ0103;                    North         East    Units  Estimated Accuracy
 KQ0103;SPC NV C     - 6,511,110.      474,150.      MT  (+/- 180 meters Scaled)
 KQ0103
 KQ0103                          SUPERSEDED SURVEY CONTROL
 KQ0103
 KQ0103  NGVD 29 (??/??/92) 1792.94   (m)         5882.3    (f) COMPUTED    2 0
 KQ0103
 KQ0103.Superseded values are not recommended for survey control.
 KQ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0103.See file dsdata.txt to determine how the superseded data were derived.
 KQ0103
 KQ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND028562(NAD 83)
 KQ0103_MARKER: DZ = AZIMUTH MARK DISK
 KQ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0103_STAMPING: BIRCH 1954
 KQ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0103+STABILITY: SURFACE MOTION
 KQ0103
 KQ0103  HISTORY     - Date     Condition        Report By
 KQ0103  HISTORY     - 1954     MONUMENTED       CGS
 KQ0103  HISTORY     - 1955     GOOD             NGS
 KQ0103
 KQ0103                          STATION DESCRIPTION
 KQ0103
 KQ0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0103'15.3 MI SE FROM AUSTIN.
 KQ0103'11.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0103'AT AUSTIN, THENCE 3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 8 A, 0.6
 KQ0103'MILE SOUTHEAST OF B.M. D 390, AT THE T JUNCTION OF A GRAVELED ROAD
 KQ0103'LEADING NORTHWEST TO BIRCH CREEK RANCH, 0.25 MILE NORTHEAST OF
 KQ0103'TRIANGULATION STATION BIRCH, 106.5 FEET NORTHWEST OF THE CENTER LINE
 KQ0103'OF THE HIGHWAY, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.4
 KQ0103'FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 KQ0103'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 KQ0103'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0105 ***********************************************************************
 KQ0105  DESIGNATION -  BIRCH RM 1
 KQ0105  PID         -  KQ0105
 KQ0105  STATE/COUNTY-  NV/LANDER
 KQ0105  USGS QUAD   -  BIRCH CREEK RANCH (1989)
 KQ0105
 KQ0105                         *CURRENT SURVEY CONTROL
 KQ0105  ___________________________________________________________________
 KQ0105* NAD 83(1986)-  39 21 08.     (N)    116 58 05.     (W)     SCALED    
 KQ0105* NAVD 88     -      1791.836  (meters)    5878.72   (feet)  ADJUSTED  
 KQ0105  ___________________________________________________________________
 KQ0105  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 KQ0105  DYNAMIC HT  -        1789.998 (meters)    5872.69  (feet)  COMP
 KQ0105  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 KQ0105
 KQ0105  VERT ORDER  -  SECOND    CLASS 0
 KQ0105
 KQ0105.The horizontal coordinates were scaled from a topographic map and have
 KQ0105.an estimated accuracy of +/- 6 seconds.
 KQ0105
 KQ0105.The orthometric height was determined by differential leveling
 KQ0105.and adjusted by the National Geodetic Survey in June 1991..
 KQ0105
 KQ0105.The geoid height was determined by GEOID03.
 KQ0105
 KQ0105.The dynamic height is computed by dividing the NAVD 88
 KQ0105.geopotential number by the normal gravity value computed on the
 KQ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0105.degrees latitude (g = 980.6199 gals.).
 KQ0105
 KQ0105.The modeled gravity was interpolated from observed gravity values.
 KQ0105
 KQ0105;                    North         East    Units  Estimated Accuracy
 KQ0105;SPC NV C     - 6,510,740.      474,020.      MT  (+/- 180 meters Scaled)
 KQ0105
 KQ0105                          SUPERSEDED SURVEY CONTROL
 KQ0105
 KQ0105  NGVD 29 (??/??/92) 1790.580  (m)         5874.59   (f) ADJ UNCH    2 0
 KQ0105
 KQ0105.Superseded values are not recommended for survey control.
 KQ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0105.See file dsdata.txt to determine how the superseded data were derived.
 KQ0105
 KQ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND027558(NAD 83)
 KQ0105_MARKER: DR = REFERENCE MARK DISK
 KQ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0105_STAMPING: BIRCH NO 1 1954
 KQ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0105+STABILITY: SURFACE MOTION
 KQ0105
 KQ0105  HISTORY     - Date     Condition        Report By
 KQ0105  HISTORY     - 1954     MONUMENTED       CGS
 KQ0105  HISTORY     - 1955     GOOD             NGS
 KQ0105
 KQ0105                          STATION DESCRIPTION
 KQ0105
 KQ0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0105'15.6 MI SE FROM AUSTIN.
 KQ0105'11.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0105'AT AUSTIN, THENCE 3.9 MILES SOUTHWEST ALONG STATE HIGHWAY 8 A, 95.5
 KQ0105'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 42.6 FEET SOUTH OF
 KQ0105'TRIANGULATION STATION BIRCH, 1.6 FEET NORTH OF A WITNESS POST, ABOUT
 KQ0105'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KQ0105'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0106 ***********************************************************************
 KQ0106  DESIGNATION -  BIRCH RM 2
 KQ0106  PID         -  KQ0106
 KQ0106  STATE/COUNTY-  NV/LANDER
 KQ0106  USGS QUAD   -  BIRCH CREEK RANCH (1989)
 KQ0106
 KQ0106                         *CURRENT SURVEY CONTROL
 KQ0106  ___________________________________________________________________
 KQ0106* NAD 83(1986)-  39 21 08.     (N)    116 58 05.     (W)     SCALED    
 KQ0106* NAVD 88     -      1791.883  (meters)    5878.87   (feet)  ADJUSTED  
 KQ0106  ___________________________________________________________________
 KQ0106  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 KQ0106  DYNAMIC HT  -        1790.045 (meters)    5872.84  (feet)  COMP
 KQ0106  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 KQ0106
 KQ0106  VERT ORDER  -  SECOND    CLASS 0
 KQ0106
 KQ0106.The horizontal coordinates were scaled from a topographic map and have
 KQ0106.an estimated accuracy of +/- 6 seconds.
 KQ0106
 KQ0106.The orthometric height was determined by differential leveling
 KQ0106.and adjusted by the National Geodetic Survey in June 1991..
 KQ0106
 KQ0106.The geoid height was determined by GEOID03.
 KQ0106
 KQ0106.The dynamic height is computed by dividing the NAVD 88
 KQ0106.geopotential number by the normal gravity value computed on the
 KQ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0106.degrees latitude (g = 980.6199 gals.).
 KQ0106
 KQ0106.The modeled gravity was interpolated from observed gravity values.
 KQ0106
 KQ0106;                    North         East    Units  Estimated Accuracy
 KQ0106;SPC NV C     - 6,510,740.      474,020.      MT  (+/- 180 meters Scaled)
 KQ0106
 KQ0106                          SUPERSEDED SURVEY CONTROL
 KQ0106
 KQ0106  NGVD 29 (??/??/92) 1790.627  (m)         5874.75   (f) ADJ UNCH    2 0
 KQ0106
 KQ0106.Superseded values are not recommended for survey control.
 KQ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0106.See file dsdata.txt to determine how the superseded data were derived.
 KQ0106
 KQ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND027558(NAD 83)
 KQ0106_MARKER: DR = REFERENCE MARK DISK
 KQ0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0106_STAMPING: BIRCH NO 2 1954
 KQ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0106+STABILITY: SURFACE MOTION
 KQ0106
 KQ0106  HISTORY     - Date     Condition        Report By
 KQ0106  HISTORY     - 1954     MONUMENTED       CGS
 KQ0106  HISTORY     - 1955     GOOD             NGS
 KQ0106
 KQ0106                          STATION DESCRIPTION
 KQ0106
 KQ0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0106'15.6 MI SE FROM AUSTIN.
 KQ0106'11.7 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0106'AT AUSTIN, THENCE 3.9 MILES SOUTHWEST ALONG STATE HIGHWAY 8 A, 149.8
 KQ0106'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 71 FEET SOUTHWEST OF
 KQ0106'THE CENTER OF A SMALL WASH, 34.0 FEET NORTHWEST OF TRIANGULATION
 KQ0106'STATION BIRCH, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 KQ0106'HIGHWAY, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1219 ***********************************************************************
 FS1219  DESIGNATION -  BIRD
 FS1219  PID         -  FS1219
 FS1219  STATE/COUNTY-  NV/CLARK
 FS1219  USGS QUAD   -  BIRD SPRING (1989)
 FS1219
 FS1219                         *CURRENT SURVEY CONTROL
 FS1219  ___________________________________________________________________
 FS1219* NAD 83(1994)-  35 52 32.60221(N)    115 19 24.68736(W)     ADJUSTED  
 FS1219* NAVD 88     -      1334.2    (meters)    4377.     (feet)  VERTCON   
 FS1219  ___________________________________________________________________
 FS1219  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 FS1219  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FS1219
 FS1219  HORZ ORDER  -  SECOND
 FS1219
 FS1219.The horizontal coordinates were established by classical geodetic methods
 FS1219.and adjusted by the National Geodetic Survey in June 1998..
 FS1219
 FS1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1219
 FS1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1219
 FS1219.The geoid height was determined by GEOID03.
 FS1219
 FS1219;                    North         East     Units Scale Factor Converg.
 FS1219;SPC NV E     - 8,124,913.495   223,459.721   MT  0.99990678   +0 09 08.1
 FS1219;SPC NV E     -26,656,487.02    733,134.10   sFT  0.99990678   +0 09 08.1
 FS1219;UTM  11      - 3,971,462.191   651,340.307   MT  0.99988223   +0 58 57.5
 FS1219
 FS1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1219!SPC NV E     -   0.99979501  x   0.99990678  =   0.99970181
 FS1219!UTM  11      -   0.99979501  x   0.99988223  =   0.99967726
 FS1219
 FS1219:                Primary Azimuth Mark                     Grid Az
 FS1219:SPC NV E     -  TIM                                      046 12 59.7
 FS1219:UTM  11      -  TIM                                      045 23 10.3
 FS1219
 FS1219|---------------------------------------------------------------------|
 FS1219| PID    Reference Object                     Distance      Geod. Az  |
 FS1219|                                                           dddmmss.s |
 FS1219| FS1218 TIM                                 APPROX. 8.1 KM 0462207.8 |
 FS1219| CC5187 BIRD RM 1                             8.685 METERS 14205     |
 FS1219| CC5188 BIRD RM 2                             8.923 METERS 25820     |
 FS1219|---------------------------------------------------------------------|
 FS1219
 FS1219                          SUPERSEDED SURVEY CONTROL
 FS1219
 FS1219  NAD 83(1992)-  35 52 32.59666(N)    115 19 24.68981(W) AD(1991.35) 2
 FS1219  NAD 83(1992)-  35 52 32.59779(N)    115 19 24.69147(W) AD(       ) 2
 FS1219  NAD 83(1992)-  35 52 32.59655(N)    115 19 24.69190(W) AD(       ) 2
 FS1219  NAD 83(1986)-  35 52 32.59708(N)    115 19 24.68214(W) AD(       ) 2
 FS1219  NAD 27      -  35 52 32.68230(N)    115 19 21.70310(W) AD(       ) 2
 FS1219  NGVD 29 (07/19/86) 1333.4    (m)         4375.     (f) VERT ANG       
 FS1219
 FS1219.Superseded values are not recommended for survey control.
 FS1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1219.See file dsdata.txt to determine how the superseded data were derived.
 FS1219
 FS1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5134071462(NAD 83)
 FS1219_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FS1219_SETTING: 66 = SET IN ROCK OUTCROP
 FS1219
 FS1219  HISTORY     - Date     Condition        Report By
 FS1219  HISTORY     - 1958     MONUMENTED       CGS
 FS1219
 FS1219                          STATION DESCRIPTION
 FS1219
 FS1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 FS1219'THE STATION IS 4-1/2 MILES WEST FROM THE ERIE RAILROAD STATION
 FS1219'ON THE CROWN OF A RIDGE BREAKING IN HIGH CLIFFS TO EASTWARD
 FS1219'AND STEEP-TO ON ITS NORTHWEST SIDE, ABOVE AND WEST OF THE OLD
 FS1219'BOULDER MINE.
 FS1219'
 FS1219'REACHED FROM U.S. HIGHWAY 91, CROSSING THE RAILROAD TRACKS
 FS1219'NORTH OF THE ERIE RAILROAD STATION, TURNING LEFT AND GOING
 FS1219'SOUTHWEST ALONG THE TRACKS FOR 0.4 MILE WHEN ROAD BEARS RIGHT
 FS1219'AND IS CONTINUED WESTWARD FOR THREE MILES TO A CROSS ROAD
 FS1219'INTERSECTION AT TRANSMISSION LINE.  KEEP STRAIGHT AHEAD,
 FS1219'NORTHWESTERLY, FOR 1.5 MILES TO A DIM FORK LEFT OFF MAIN
 FS1219'TRAVELED ROAD (BLADED), TURN LEFT CROSSING WASH AND ROAD FORKS,
 FS1219'KEEP LEFT FORK WESTWARD TOWARDS STATION HILL, CONTINUE
 FS1219'0.25 MILE, KEEP RIGHT ACROSS WASH ONTO LOW RIDGE, AT 0.8
 FS1219'MILE AND CROSS ROAD KEEP STRAIGHT AHEAD TOWARDS CANYON AND
 FS1219'FOLLOW ROUGH ROAD 0.3 MILE TO WHERE SWINGS SHARP LEFT ALONG
 FS1219'BASE OF HILL, TURN RIGHT OFF ROAD AND TRAVEL ABOUT 200
 FS1219'YARDS UP STEEP SLOPE TO END OF TRUCK TRAVEL.  PACK UP STEEP
 FS1219'RIDGE ON LEFT SIDE OF WASH, SOUTH SOUTHEAST TO CREST AND ALONG
 FS1219'RIDGE TO STATION, 20 MINUTE PACK.
 FS1219'
 FS1219'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN BEDROCK,
 FS1219'STAMPED BIRD 1958, WITH REFERENCE MARKS FURTHER STAMPED
 FS1219'NO 1 AND NO 2 RESPECTIVELY.  REFERENCE MARKS ARE 4 FEET LOWER
 FS1219'THAN STATION MARK SETTING ON CROWN OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0374 ***********************************************************************
 HP0374  DESIGNATION -  BIRD
 HP0374  PID         -  HP0374
 HP0374  STATE/COUNTY-  NV/LINCOLN
 HP0374  USGS QUAD   -  LOWER PAHRANAGAT LAKE SW (1980)
 HP0374
 HP0374                         *CURRENT SURVEY CONTROL
 HP0374  ___________________________________________________________________
 HP0374* NAD 83(1994)-  37 06 01.33859(N)    115 10 15.29891(W)     ADJUSTED  
 HP0374* NAVD 88     -      1795.7    (meters)    5891.     (feet)  VERTCON   
 HP0374  ___________________________________________________________________
 HP0374  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 HP0374  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 HP0374
 HP0374  HORZ ORDER  -  SECOND
 HP0374
 HP0374.The horizontal coordinates were established by classical geodetic methods
 HP0374.and adjusted by the National Geodetic Survey in June 1998..
 HP0374
 HP0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0374
 HP0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0374
 HP0374.The geoid height was determined by GEOID03.
 HP0374
 HP0374;                    North         East     Units Scale Factor Converg.
 HP0374;SPC NV E     - 8,260,845.274   236,658.035   MT  0.99991655   +0 14 55.6
 HP0374;SPC NV E     -27,102,456.54    776,435.57   sFT  0.99991655   +0 14 55.6
 HP0374;UTM  11      - 4,107,572.316   662,538.088   MT  0.99992545   +1 06 12.8
 HP0374
 HP0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0374!SPC NV E     -   0.99972234  x   0.99991655  =   0.99963891
 HP0374!UTM  11      -   0.99972234  x   0.99992545  =   0.99964781
 HP0374
 HP0374|---------------------------------------------------------------------|
 HP0374| PID    Reference Object                     Distance      Geod. Az  |
 HP0374|                                                           dddmmss.s |
 HP0374| DC9803 BIRD RM 2                             4.517 METERS 00442     |
 HP0374| DC9802 BIRD RM 1                             8.990 METERS 22641     |
 HP0374| HP0380 TIKABOO                             APPROX.31.8 KM 3282447.8 |
 HP0374|---------------------------------------------------------------------|
 HP0374
 HP0374                          SUPERSEDED SURVEY CONTROL
 HP0374
 HP0374  NAD 83(1994)-  37 06 01.33636(N)    115 10 15.29589(W) AD(       ) 2
 HP0374  NAD 83(1992)-  37 06 01.33197(N)    115 10 15.29507(W) AD(       ) 2
 HP0374  NAD 83(1986)-  37 06 01.33160(N)    115 10 15.29527(W) AD(       ) 2
 HP0374  NAD 27      -  37 06 01.47009(N)    115 10 12.24082(W) AD(       ) 2
 HP0374  NGVD 29 (07/19/86) 1794.8    (m)         5888.     (f) VERT ANG       
 HP0374
 HP0374.Superseded values are not recommended for survey control.
 HP0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0374.See file dsdata.txt to determine how the superseded data were derived.
 HP0374
 HP0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB6253807572(NAD 83)
 HP0374_MARKER: DD = SURVEY DISK
 HP0374_SETTING: 66 = SET IN ROCK OUTCROP
 HP0374
 HP0374  HISTORY     - Date     Condition        Report By
 HP0374  HISTORY     - 1969     MONUMENTED       USGS
 HP0374
 HP0374                          STATION DESCRIPTION
 HP0374
 HP0374'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 HP0374'LOCATED ABOUT 25.2 MI. (AIRLINE) SSE. OF ASH SPRINGS.  18.2
 HP0374'MI. S. OF ALAMO.  ON THE HIGHEST POINT OF THE MOST NORTHERLY
 HP0374'PROMINENT PEAK IN THE SHEEP RANGE.
 HP0374'
 HP0374'REACHED BY HELICOPTER.
 HP0374'
 HP0374'TO REACH FROM PAHRANAGAT WILDLIFE REFUGE HEADQUARTERS BY FLYING
 HP0374'S. 11 DEGREES W. FOR ABOUT 12.8 MI. TO HIGHEST POINT ON N. END
 HP0374'OF SHEEP RANGE.  LANDING AREA ABOUT 25 YDS. S. OF STATION MARK.
 HP0374'
 HP0374'GROUND APPROACH FROM ANY DIRECTION EXTREMELY DIFFICULT.
 HP0374'
 HP0374'STATION MARK--STANDARD USGS TABLET STAMPED BIRD 1969 CEMENTED IN
 HP0374'DRILL HOLE IN ROCK OUTCROP.
 HP0374'
 HP0374'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 HP0374'STAMPED NO 1 1969 CEMENTED IN DRILL HOLE IN ROCK, 2.8 FT. BELOW
 HP0374'STATION MARK.
 HP0374'
 HP0374'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 HP0374'STAMPED NO 2 1969 CEMENTED IN DRILL HOLE IN ROCK.  1.5 FT. BELOW
 HP0374'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1375 ***********************************************************************
 FS1375  DESIGNATION -  BIRD
 FS1375  PID         -  FS1375
 FS1375  STATE/COUNTY-  NV/CLARK
 FS1375  USGS QUAD   -  COTTONWOOD PASS (1989)
 FS1375
 FS1375                         *CURRENT SURVEY CONTROL
 FS1375  ___________________________________________________________________
 FS1375* NAD 83(1994)-  35 53 02.07231(N)    115 23 11.21036(W)     ADJUSTED  
 FS1375* NAVD 88     -      1729.7    (meters)    5675.     (feet)  VERTCON   
 FS1375  ___________________________________________________________________
 FS1375  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 FS1375  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FS1375
 FS1375  HORZ ORDER  -  THIRD
 FS1375
 FS1375.The horizontal coordinates were established by classical geodetic methods
 FS1375.and adjusted by the National Geodetic Survey in June 1998..
 FS1375
 FS1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1375
 FS1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1375
 FS1375.The geoid height was determined by GEOID03.
 FS1375
 FS1375;                    North         East     Units Scale Factor Converg.
 FS1375;SPC NV E     - 8,125,808.443   217,776.183   MT  0.99990389   +0 06 55.5
 FS1375;SPC NV E     -26,659,423.20    714,487.36   sFT  0.99990389   +0 06 55.5
 FS1375;UTM  11      - 3,972,274.642   645,644.585   MT  0.99986138   +0 56 45.4
 FS1375
 FS1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1375!SPC NV E     -   0.99973294  x   0.99990389  =   0.99963686
 FS1375!UTM  11      -   0.99973294  x   0.99986138  =   0.99959436
 FS1375
 FS1375|---------------------------------------------------------------------|
 FS1375| PID    Reference Object                     Distance      Geod. Az  |
 FS1375|                                                           dddmmss.s |
 FS1375| CS5932 BIRD RM 1                             2.804 METERS 21645     |
 FS1375| CS5933 BIRD RM 2                             2.609 METERS 29611     |
 FS1375|---------------------------------------------------------------------|
 FS1375
 FS1375                          SUPERSEDED SURVEY CONTROL
 FS1375
 FS1375  NAD 83(1992)-  35 53 02.07212(N)    115 23 11.21212(W) AD(1991.35) 3
 FS1375  NAD 83(1992)-  35 53 02.07046(N)    115 23 11.21263(W) AD(       ) 3
 FS1375  NAD 83(1992)-  35 53 02.06836(N)    115 23 11.21364(W) AD(       ) 3
 FS1375  NAD 83(1986)-  35 53 02.07189(N)    115 23 11.20018(W) AD(       ) 3
 FS1375  NGVD 29 (05/21/91) 1728.8    (m)         5672.     (f) VERT ANG       
 FS1375
 FS1375.Superseded values are not recommended for survey control.
 FS1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1375.See file dsdata.txt to determine how the superseded data were derived.
 FS1375
 FS1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV4564572275(NAD 83)
 FS1375_MARKER: DS = TRIANGULATION STATION DISK
 FS1375_SETTING: 80 = SET IN A BOULDER
 FS1375_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FS1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1375+STABILITY: SURFACE MOTION
 FS1375
 FS1375  HISTORY     - Date     Condition        Report By
 FS1375  HISTORY     - 1915     MONUMENTED       USGS
 FS1375  HISTORY     - 1958     GOOD             USGS
 FS1375
 FS1375                          STATION DESCRIPTION
 FS1375
 FS1375'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 FS1375'SEE 1958 RECOVERY FOR DESCRIPTION.
 FS1375'
 FS1375'STATION MARK--STANDARD BRONZE TABLET, UNSTAMPED, UNDER CAIRN.
 FS1375
 FS1375                          STATION RECOVERY (1958)
 FS1375
 FS1375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FS1375'RECOVERED AS DESCRIBED BY USGS.
 FS1375'
 FS1375'LOCATED ABOUT 9 MI WNW. OF ERIE, 9 MI NW. OF JEAN, 0.5 MI S. OF
 FS1375'AIR BEACON.  ON HIGHEST POINT OF TOP.
 FS1375'
 FS1375'STATION REACHED BY HELICOPTER.
 FS1375'
 FS1375'STATION MARK--EXISTING VABM TABLET STAMPED---BIRD 1958---, CEMENTED
 FS1375'IN DRILL HOLE IN ROCK.
 FS1375'
 FS1375'RM 1--COPPER NAIL AND WASHER IN CREVICE OF ROCK.
 FS1375'
 FS1375'RM 2--COPPER NAIL AND WASHER IN CREVICE OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1663 ***********************************************************************
 KR1663  DESIGNATION -  BISMARK
 KR1663  PID         -  KR1663
 KR1663  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1663  USGS QUAD   -  MINERAL PEAK (1993)
 KR1663
 KR1663                         *CURRENT SURVEY CONTROL
 KR1663  ___________________________________________________________________
 KR1663* NAD 83(1994)-  39 05 09.37243(N)    119 34 07.46059(W)     ADJUSTED  
 KR1663* NAVD 88     -      2297.6    (meters)    7538.     (feet)  VERTCON   
 KR1663  ___________________________________________________________________
 KR1663  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 KR1663  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 KR1663
 KR1663  HORZ ORDER  -  FIRST
 KR1663
 KR1663.The horizontal coordinates were established by classical geodetic methods
 KR1663.and adjusted by the National Geodetic Survey in June 1998..
 KR1663
 KR1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1663
 KR1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1663
 KR1663.The geoid height was determined by GEOID03.
 KR1663
 KR1663;                    North         East     Units Scale Factor Converg.
 KR1663;SPC NV W     - 4,481,600.154   714,748.856   MT  0.99998946   -0 37 16.8
 KR1663;SPC NV W     -14,703,383.17  2,344,971.87   sFT  0.99998946   -0 37 16.8
 KR1663;UTM  11      - 4,329,454.416   277,822.279   MT  1.00020786   -1 37 12.8
 KR1663
 KR1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1663!SPC NV W     -   0.99964344  x   0.99998946  =   0.99963291
 KR1663!UTM  11      -   0.99964344  x   1.00020786  =   0.99985123
 KR1663
 KR1663|---------------------------------------------------------------------|
 KR1663| PID    Reference Object                     Distance      Geod. Az  |
 KR1663|                                                           dddmmss.s |
 KR1663| DB6312 BISMARK RM 1                          9.426 METERS 16013     |
 KR1663| DB6313 BISMARK RM 2                          3.952 METERS 24826     |
 KR1663| DB6311 BISMARK AZ MK                                      3002146.7 |
 KR1663|---------------------------------------------------------------------|
 KR1663
 KR1663                          SUPERSEDED SURVEY CONTROL
 KR1663
 KR1663  NAD 83(1992)-  39 05 09.37052(N)    119 34 07.44418(W) AD(       ) 1
 KR1663  NAD 83(1986)-  39 05 09.36396(N)    119 34 07.41520(W) AD(       ) 1
 KR1663  NAD 27      -  39 05 09.67600(N)    119 34 03.80300(W) AD(       ) 1
 KR1663  NGVD 29 (07/19/86) 2296.4    (m)         7534.     (f) VERT ANG       
 KR1663
 KR1663.Superseded values are not recommended for survey control.
 KR1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1663.See file dsdata.txt to determine how the superseded data were derived.
 KR1663
 KR1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7782229454(NAD 83)
 KR1663_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1663_SETTING: 66 = SET IN ROCK OUTCROP
 KR1663
 KR1663  HISTORY     - Date     Condition        Report By
 KR1663  HISTORY     - 1951     MONUMENTED       CGS
 KR1663
 KR1663                          STATION DESCRIPTION
 KR1663
 KR1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1663'THE STATION IS LOCATED ABOUT 14 MILES AIR LINE NORTHEAST OF MINDEN,
 KR1663'12 MILES AIR LINE EAST-SOUTHEAST OF CARSON CITY AND 10 MILES AIR
 KR1663'LINE SOUTH OF DAYTON.  IT IS 10 FEET SOUTH OF AND 3 FEET LOWER
 KR1663'THAN THE HIGHEST POINT AND NORTH END OF A RIDGE.  IT IS 4 FEET
 KR1663'WEST OF THE EDGE OF A BLUFF.  THE MARK IS A STANDARD STATION
 KR1663'MARK DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 KR1663'PROJECTS 2 INCHES ABOVE THE GROUND.  THE MARK IS STAMPED
 KR1663'BISMARK 1951.
 KR1663'
 KR1663'REFERENCE MARK NUMBER 1 IS ABOUT 1 FOOT LOWER THAN THE STATION.
 KR1663'IT IS A STANDARD REFERENCE MARK DISK SET IN CONCRETE IN A
 KR1663'DEPRESSION IN OUTCROPPING BEDROCK WHICH PROJECTS 18 INCHES
 KR1663'ABOVE THE GROUND.  THE MARK IS STAMPED BISMARK NO 1 1951.
 KR1663'
 KR1663'REFERENCE MARK NUMBER 2 IS ABOUT 1 FOOT LOWER THAN THE STATION.
 KR1663'IT IS A STANDARD REFERENCE MARK DISK SET IN CONCRETE IN A DEPRESSION
 KR1663'IN A BOULDER WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK
 KR1663'IS STAMPED BISMARK NO 2 1951.
 KR1663'
 KR1663'THE AZIMUTH MARK IS LOCATED 130 FEET NORTH OF THE ROAD, 39
 KR1663'FEET WEST OF A TRIMMED TREE WITH THE TOP PAINTED RED AND 4
 KR1663'FEET SOUTH OF A CAIRN.  IT IS SET IN A DRILL HOLE IN OUTCROPPING
 KR1663'BEDROCK WHICH PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS A
 KR1663'STANDARD AZIMUTH MARK DISK.  THE MARK IS STAMPED BISMARK 1951.
 KR1663'
 KR1663'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 395 AND U.S. HIGHWAY
 KR1663'50 IN CARSON CITY, GO EAST ON U.S. HIGHWAY 50 FOR 3.45 MILES
 KR1663'TO A DIRT ROAD RIGHT.  TURN RIGHT, CROSS A CATTLE GUARD AND
 KR1663'GO 0.4 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 1.25
 KR1663'MILES TO A FORK.  TAKE THE RIGHT FORK ACROSS A BRIDGE AND FOLLOW
 KR1663'THE MAIN ROAD FOR 2.15 MILES TO A FORK.  TAKE THE LEFT FORK
 KR1663'AND GO 3.95 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 0.2
 KR1663'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.4 MILE TO A
 KR1663'CROSSROAD.  CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.8 MILE TO
 KR1663'A FORK.  TAKE THE LEFT FORK AND GO 1.3 MILES TO A CABIN AND
 KR1663'CORRAL.  CONTINUE ON THE ROAD FOR 1.1 MILES TO THE AZIMUTH
 KR1663'MARK ON THE LEFT AS DESCRIBED ABOVE.  CONTINUE ON THE ROAD
 KR1663'FOR 1.15 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 0.15
 KR1663'MILE.  TURN LEFT, CROSS A WASH, AND PICK UP A DIM TRACK
 KR1663'ROAD.  FOLLOW THE TRACK ROAD WEST AND SOUTH FOR 1.7 MILES.
 KR1663'TURN LEFT AND PICK WAY EAST UP SLOPE AND NORTH ALONG RIDGE
 KR1663'FOR 0.55 MILE TO THE END OF TRUCK TRAVEL.  PACK NORTH ALONG
 KR1663'RIDGE TO THE HIGHEST POINT AND THE STATION.  A 15-MINUTE PACK.
 KR1663'
 KR1663'NOTE--REQUIRES A FOUR-WHEEL DRIVE VEHICLE TO DRIVE THE LAST
 KR1663'TWO MILEAGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0379 ***********************************************************************
 MV0379  DESIGNATION -  BITNER
 MV0379  PID         -  MV0379
 MV0379  STATE/COUNTY-  NV/WASHOE
 MV0379  USGS QUAD   -  BALD MOUNTAIN (1966)
 MV0379
 MV0379                         *CURRENT SURVEY CONTROL
 MV0379  ___________________________________________________________________
 MV0379* NAD 83(1994)-  41 46 54.85848(N)    119 30 22.13490(W)     ADJUSTED  
 MV0379* NAVD 88     -      1941.60   (+/-2cm)    6370.1    (feet)  VERTCON   
 MV0379  ___________________________________________________________________
 MV0379  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 MV0379  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 MV0379
 MV0379  HORZ ORDER  -  THIRD
 MV0379  VERT ORDER  -  THIRD ? (See Below)
 MV0379
 MV0379.The horizontal coordinates were established by classical geodetic methods
 MV0379.and adjusted by the National Geodetic Survey in June 1998..
 MV0379
 MV0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0379.The vertical order pertains to the NGVD 29 superseded value.
 MV0379
 MV0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0379
 MV0379.The geoid height was determined by GEOID03.
 MV0379
 MV0379;                    North         East     Units Scale Factor Converg.
 MV0379;SPC NV W     - 4,780,888.064   723,290.834   MT  0.99997239   -0 36 53.6
 MV0379;SPC NV W     -15,685,296.92  2,372,996.68   sFT  0.99997239   -0 36 53.6
 MV0379;UTM  11      - 4,628,597.794   291,731.961   MT  1.00013379   -1 40 13.6
 MV0379
 MV0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0379!SPC NV W     -   0.99969878  x   0.99997239  =   0.99967118
 MV0379!UTM  11      -   0.99969878  x   1.00013379  =   0.99983253
 MV0379
 MV0379:                Primary Azimuth Mark                     Grid Az
 MV0379:SPC NV W     -  YELLOW PEAK                              301 56 07.5
 MV0379:UTM  11      -  YELLOW PEAK                              302 59 27.5
 MV0379
 MV0379|---------------------------------------------------------------------|
 MV0379| PID    Reference Object                     Distance      Geod. Az  |
 MV0379|                                                           dddmmss.s |
 MV0379| MV0378 YELLOW PEAK                         APPROX.11.6 KM 3011913.9 |
 MV0379|---------------------------------------------------------------------|
 MV0379
 MV0379                          SUPERSEDED SURVEY CONTROL
 MV0379
 MV0379  NAD 83(1992)-  41 46 54.85843(N)    119 30 22.13468(W) AD(       ) 3
 MV0379  NAD 83(1991)-  41 46 54.85729(N)    119 30 22.13502(W) AD(       ) 3
 MV0379  NAD 83(1986)-  41 46 54.85932(N)    119 30 22.13471(W) AD(       ) 3
 MV0379  NAD 27      -  41 46 55.24133(N)    119 30 18.38471(W) AD(       ) 3
 MV0379  NGVD 29 (07/19/86) 1940.36   (m)         6366.0    (f) LEVELING    3  
 MV0379
 MV0379.Superseded values are not recommended for survey control.
 MV0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0379.See file dsdata.txt to determine how the superseded data were derived.
 MV0379
 MV0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG9173228598(NAD 83)
 MV0379_MARKER: DD = SURVEY DISK
 MV0379_SETTING: 66 = SET IN ROCK OUTCROP
 MV0379_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 MV0379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0379+STABILITY: POSITION/ELEVATION WELL
 MV0379
 MV0379  HISTORY     - Date     Condition        Report By
 MV0379  HISTORY     - 1966     MONUMENTED       USGS
 MV0379
 MV0379                          STATION DESCRIPTION
 MV0379
 MV0379'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DHK)
 MV0379'LOCATED ABOUT 48 MI. SW. OF DENIO.  23 MI. NE. OF VYA.  15 MI. S. OF
 MV0379'THE OREGON-NEVADA BORDER.  ON THE HIGHEST POINT OF BITNER BUTTE.
 MV0379'
 MV0379'STATION MARK--A STANDARD TABLET STAMPED BITNER 1966 CEMENTED IN
 MV0379'DRILL HOLE IN ROCK.
 MV0379'
 MV0379'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1785 ***********************************************************************
 GR1785  DESIGNATION -  BITTER
 GR1785  PID         -  GR1785
 GR1785  STATE/COUNTY-  NV/CLARK
 GR1785  USGS QUAD   -  BOULDER CANYON (1983)
 GR1785
 GR1785                         *CURRENT SURVEY CONTROL
 GR1785  ___________________________________________________________________
 GR1785* NAD 83(1994)-  36 14 01.20150(N)    114 30 13.84420(W)     ADJUSTED  
 GR1785* NAVD 88     -      1074.0    (meters)    3524.     (feet)  VERTCON   
 GR1785  ___________________________________________________________________
 GR1785  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 GR1785  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 GR1785
 GR1785  HORZ ORDER  -  THIRD
 GR1785
 GR1785.The horizontal coordinates were established by classical geodetic methods
 GR1785.and adjusted by the National Geodetic Survey in June 1998..
 GR1785
 GR1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1785
 GR1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1785
 GR1785.The geoid height was determined by GEOID03.
 GR1785
 GR1785;                    North         East     Units Scale Factor Converg.
 GR1785;SPC NV E     - 8,165,136.193   297,034.698   MT  1.00001598   +0 38 17.2
 GR1785;SPC NV E     -26,788,450.99    974,521.34   sFT  1.00001598   +0 38 17.2
 GR1785;UTM  11      - 4,012,755.462   724,328.479   MT  1.00022009   +1 28 33.8
 GR1785
 GR1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1785!SPC NV E     -   0.99983580  x   1.00001598  =   0.99985178
 GR1785!UTM  11      -   0.99983580  x   1.00022009  =   1.00005586
 GR1785
 GR1785:                Primary Azimuth Mark                     Grid Az
 GR1785:SPC NV E     -  FIRE                                     356 10 14.4
 GR1785:UTM  11      -  FIRE                                     355 19 57.8
 GR1785
 GR1785|---------------------------------------------------------------------|
 GR1785| PID    Reference Object                     Distance      Geod. Az  |
 GR1785|                                                           dddmmss.s |
 GR1785| GR1790 FIRE                                APPROX.14.4 KM 3564831.6 |
 GR1785|---------------------------------------------------------------------|
 GR1785
 GR1785                          SUPERSEDED SURVEY CONTROL
 GR1785
 GR1785  NAD 83(1994)-  36 14 01.20159(N)    114 30 13.84382(W) AD(       ) 3
 GR1785  NAD 83(1992)-  36 14 01.20162(N)    114 30 13.84391(W) AD(       ) 3
 GR1785  NAD 83(1986)-  36 14 01.19190(N)    114 30 13.83433(W) AD(       ) 3
 GR1785  NGVD 29 (05/01/88) 1073.3    (m)         3521.     (f) VERT ANG       
 GR1785
 GR1785.Superseded values are not recommended for survey control.
 GR1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1785.See file dsdata.txt to determine how the superseded data were derived.
 GR1785
 GR1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2432812755(NAD 83)
 GR1785_MARKER: DS = TRIANGULATION STATION DISK
 GR1785_SETTING: 80 = SET IN A BOULDER
 GR1785_SP_SET: PARTIALLY EXPOSED BOULDER
 GR1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1785+STABILITY: SURFACE MOTION
 GR1785
 GR1785  HISTORY     - Date     Condition        Report By
 GR1785  HISTORY     - 1951     MONUMENTED       USGS
 GR1785
 GR1785                          STATION DESCRIPTION
 GR1785
 GR1785'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GR1785'LOCATED 29 MI NE. OF BOULDER CITY, ABOUT 24 MI SSE. OF OVERTON.
 GR1785'NEAR NORTH END OF NE.-SW. RANGE OF DARK RED HILLS THAT LIE S. OF
 GR1785'BITTER SPRING VALLEY, ON HIGHEST SHARP TOP TO E.
 GR1785'
 GR1785'REACHED BY HELICOPTER FROM OVERTON LANDING IN SADDLE TO N. OF
 GR1785'TOP.  PACK SE. TO TOP AND STATION.  ABOUT A 45-MINUTE PACK.
 GR1785'
 GR1785'STATION MARK--STANDARD TABLET STAMPED---BITTER 1951---, CEMENTED IN
 GR1785'BURIED ROCK.
 GR1785'
 GR1785'RM 1--STANDARD RM TABLET STAMPED---NO 1 1951---, CEMENTED IN SOLID
 GR1785'ROCK.
 GR1785'
 GR1785'RM 2--STANDARD RM TABLET STAMPED---NO 2 1951---, CEMENTED IN SOLID
 GR1785'ROCK OUTCROP.
 GR1785'
 GR1785'NOTE--FORM 9-1165, 1979, STATION MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1125 ***********************************************************************
 KR1125  DESIGNATION -  BL 1
 KR1125  PID         -  KR1125
 KR1125  STATE/COUNTY-  NV/DOUGLAS
 KR1125  USGS QUAD   -  GENOA (1994)
 KR1125
 KR1125                         *CURRENT SURVEY CONTROL
 KR1125  ___________________________________________________________________
 KR1125* NAD 83(1986)-  39 01 36.     (N)    119 46 47.     (W)     SCALED    
 KR1125* NAVD 88     -      1423.13   (+/-2cm)    4669.1    (feet)  VERTCON   
 KR1125  ___________________________________________________________________
 KR1125  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 KR1125
 KR1125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1125
 KR1125.The horizontal coordinates were scaled from a topographic map and have
 KR1125.an estimated accuracy of +/- 6 seconds.
 KR1125
 KR1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1125.The vertical order pertains to the NGVD 29 superseded value.
 KR1125
 KR1125.The geoid height was determined by GEOID03.
 KR1125
 KR1125;                    North         East    Units  Estimated Accuracy
 KR1125;SPC NV W     - 4,475,240.      696,410.      MT  (+/- 180 meters Scaled)
 KR1125
 KR1125                          SUPERSEDED SURVEY CONTROL
 KR1125
 KR1125  NGVD 29 (??/??/92) 1422.01   (m)         4665.4    (f) COMPUTED    2 0
 KR1125
 KR1125.Superseded values are not recommended for survey control.
 KR1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1125.See file dsdata.txt to determine how the superseded data were derived.
 KR1125
 KR1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD593234(NAD 83)
 KR1125_MARKER: DD = SURVEY DISK
 KR1125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1125_SP_SET: CULVERT
 KR1125_STAMPING: BL - 1
 KR1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1125
 KR1125  HISTORY     - Date     Condition        Report By
 KR1125  HISTORY     - UNK      MONUMENTED       BOR
 KR1125  HISTORY     - 1951     GOOD             NGS
 KR1125
 KR1125                          STATION DESCRIPTION
 KR1125
 KR1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1125'5.6 MI N FROM MINDEN.
 KR1125'ABOUT 5.6 MILES NORTH ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR1125'MINDEN, AT THE T JUNCTION OF A ROAD LEADING EAST, ON TOP AND IN THE
 KR1125'CENTER OF THE WEST HEADWALL OF A DOUBLE 4-FOOT BY 2-FOOT CONCRETE BOX
 KR1125'TYPE CULVERT, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET
 KR1125'NORTH OF THE PROLONGATION OF THE CENTER LINE OF THE ROAD LEADING EAST,
 KR1125'AND SET ABOUT 1/2-FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0525 ***********************************************************************
 JR0525  DESIGNATION -  BL 10
 JR0525  PID         -  JR0525
 JR0525  STATE/COUNTY-  NV/DOUGLAS
 JR0525  USGS QUAD   -  MINDEN (1982)
 JR0525
 JR0525                         *CURRENT SURVEY CONTROL
 JR0525  ___________________________________________________________________
 JR0525* NAD 83(1986)-  38 52 53.     (N)    119 46 44.     (W)     SCALED    
 JR0525* NAVD 88     -      1448.98   (+/-2cm)    4753.9    (feet)  VERTCON   
 JR0525  ___________________________________________________________________
 JR0525  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 JR0525
 JR0525  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0525
 JR0525.The horizontal coordinates were scaled from a topographic map and have
 JR0525.an estimated accuracy of +/- 6 seconds.
 JR0525
 JR0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0525.The vertical order pertains to the NGVD 29 superseded value.
 JR0525
 JR0525.The geoid height was determined by GEOID03.
 JR0525
 JR0525;                    North         East    Units  Estimated Accuracy
 JR0525;SPC NV W     - 4,459,110.      696,270.      MT  (+/- 180 meters Scaled)
 JR0525
 JR0525                          SUPERSEDED SURVEY CONTROL
 JR0525
 JR0525  NGVD 29 (??/??/92) 1447.833  (m)         4750.10   (f) ADJ UNCH    2 0
 JR0525
 JR0525.Superseded values are not recommended for survey control.
 JR0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0525.See file dsdata.txt to determine how the superseded data were derived.
 JR0525
 JR0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD589072(NAD 83)
 JR0525_MARKER: DD = SURVEY DISK
 JR0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0525_SP_SET: CULVERT
 JR0525_STAMPING: BL-10
 JR0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0525
 JR0525  HISTORY     - Date     Condition        Report By
 JR0525  HISTORY     - UNK      MONUMENTED       BOR
 JR0525  HISTORY     - 1951     GOOD             NGS
 JR0525  HISTORY     - 1968     MARK NOT FOUND   USGS
 JR0525
 JR0525                          STATION DESCRIPTION
 JR0525
 JR0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0525'6.4 MI SW FROM MINDEN.
 JR0525'1.0 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE
 JR0525'AT MINDEN, THENCE 5.4 MILES SOUTH ALONG STATE HIGHWAY 37, AT THE
 JR0525'T JUNCTION OF AN ASPHALT ROAD LEADING EAST, ON TOP AND IN THE
 JR0525'CENTER OF THE WEST HEADWALL OF AN 18-INCH CORRUGATED METAL PIPE
 JR0525'CULVERT, 66 FEET SOUTH OF THE PROLONGATION OF THE CENTER LINE OF
 JR0525'THE ROAD LEADING EAST, 21 FEET WEST OF THE CENTER LINE OF THE
 JR0525'HIGHWAY, AND SET ABOUT ONE-HALF FOOT LOWER THAN THE HIGHWAY.
 JR0525
 JR0525                          STATION RECOVERY (1968)
 JR0525
 JR0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JR0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0837 ***********************************************************************
 JR0837  DESIGNATION -  BL 10 RESET
 JR0837  PID         -  JR0837
 JR0837  STATE/COUNTY-  NV/DOUGLAS
 JR0837  USGS QUAD   -  MINDEN (1982)
 JR0837
 JR0837                         *CURRENT SURVEY CONTROL
 JR0837  ___________________________________________________________________
 JR0837* NAD 83(1986)-  38 52 53.     (N)    119 46 44.     (W)     SCALED    
 JR0837* NAVD 88     -      1448.81   (+/-2cm)    4753.3    (feet)  VERTCON   
 JR0837  ___________________________________________________________________
 JR0837  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 JR0837
 JR0837  VERT ORDER  -  THIRD (See Below)
 JR0837
 JR0837.The horizontal coordinates were scaled from a topographic map and have
 JR0837.an estimated accuracy of +/- 6 seconds.
 JR0837
 JR0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0837.The vertical order pertains to the NGVD 29 superseded value.
 JR0837
 JR0837.The geoid height was determined by GEOID03.
 JR0837
 JR0837;                    North         East    Units  Estimated Accuracy
 JR0837;SPC NV W     - 4,459,110.      696,270.      MT  (+/- 180 meters Scaled)
 JR0837
 JR0837                          SUPERSEDED SURVEY CONTROL
 JR0837
 JR0837  NGVD 29 (07/31/00) 1447.65   (m)         4749.5    (f) RESET       3  
 JR0837
 JR0837.Superseded values are not recommended for survey control.
 JR0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0837.See file dsdata.txt to determine how the superseded data were derived.
 JR0837
 JR0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD589072(NAD 83)
 JR0837_MARKER: DD = SURVEY DISK
 JR0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0837_STAMPING: BL 10 USBR RESET 1956
 JR0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0837+STABILITY: SURFACE MOTION
 JR0837
 JR0837  HISTORY     - Date     Condition        Report By
 JR0837  HISTORY     - 1956     MONUMENTED       NVDH
 JR0837  HISTORY     - 1957     GOOD             NGS
 JR0837
 JR0837                          STATION DESCRIPTION
 JR0837
 JR0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0837'6.4 MI S FROM MINDEN.
 JR0837'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 JR0837'MINDEN, THENCE 5.4 MILES SOUTH ALONG STATE HIGHWAY 37, AT THE
 JR0837'T JUNCTION OF AN ASPHALT ROAD LEADING EAST, 67.5 FEET SOUTH OF
 JR0837'THE PROLONGATION OF THE ROAD LEADING EAST AND 44 FEET WEST OF
 JR0837'THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0528 ***********************************************************************
 JR0528  DESIGNATION -  BL 11
 JR0528  PID         -  JR0528
 JR0528  STATE/COUNTY-  NV/DOUGLAS
 JR0528  USGS QUAD   -  WOODFORDS (1979)
 JR0528
 JR0528                         *CURRENT SURVEY CONTROL
 JR0528  ___________________________________________________________________
 JR0528* NAD 83(1986)-  38 52 00.     (N)    119 46 46.     (W)     SCALED    
 JR0528* NAVD 88     -      1457.70   (+/-2cm)    4782.5    (feet)  VERTCON   
 JR0528  ___________________________________________________________________
 JR0528  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 JR0528
 JR0528  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0528
 JR0528.The horizontal coordinates were scaled from a topographic map and have
 JR0528.an estimated accuracy of +/- 6 seconds.
 JR0528
 JR0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0528.The vertical order pertains to the NGVD 29 superseded value.
 JR0528
 JR0528.The geoid height was determined by GEOID03.
 JR0528
 JR0528;                    North         East    Units  Estimated Accuracy
 JR0528;SPC NV W     - 4,457,480.      696,200.      MT  (+/- 180 meters Scaled)
 JR0528
 JR0528                          SUPERSEDED SURVEY CONTROL
 JR0528
 JR0528  NGVD 29 (??/??/92) 1456.540  (m)         4778.66   (f) ADJ UNCH    2 0
 JR0528
 JR0528.Superseded values are not recommended for survey control.
 JR0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0528.See file dsdata.txt to determine how the superseded data were derived.
 JR0528
 JR0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD588056(NAD 83)
 JR0528_MARKER: DD = SURVEY DISK
 JR0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0528_SP_SET: CULVERT
 JR0528_STAMPING: BL-11
 JR0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0528
 JR0528  HISTORY     - Date     Condition        Report By
 JR0528  HISTORY     - UNK      MONUMENTED       BOR
 JR0528  HISTORY     - 1951     GOOD             NGS
 JR0528  HISTORY     - 1968     MARK NOT FOUND   USGS
 JR0528
 JR0528                          STATION DESCRIPTION
 JR0528
 JR0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0528'7.4 MI SW FROM MINDEN.
 JR0528'1.0 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE
 JR0528'AT MINDEN, THENCE 6.4 MILES SOUTH ALONG STATE HIGHWAY 37, AT A
 JR0528'GRAVEL ROAD CROSSING, SET ON TOP AND IN THE CENTER OF THE WEST
 JR0528'HEADWALL OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 44 1/2 FEET
 JR0528'WEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTH OF THE
 JR0528'CENTER LINE OF THE ROAD LEADING WEST, AND SET ABOUT ONE-HALF
 JR0528'FOOT LOWER THAN THE HIGHWAY.
 JR0528
 JR0528                          STATION RECOVERY (1968)
 JR0528
 JR0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JR0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0836 ***********************************************************************
 JR0836  DESIGNATION -  BL 11 RESET
 JR0836  PID         -  JR0836
 JR0836  STATE/COUNTY-  NV/DOUGLAS
 JR0836  USGS QUAD   -  WOODFORDS (1979)
 JR0836
 JR0836                         *CURRENT SURVEY CONTROL
 JR0836  ___________________________________________________________________
 JR0836* NAD 83(1986)-  38 52 00.     (N)    119 46 46.     (W)     SCALED    
 JR0836* NAVD 88     -      1457.87   (+/-2cm)    4783.0    (feet)  VERTCON   
 JR0836  ___________________________________________________________________
 JR0836  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 JR0836
 JR0836  VERT ORDER  -  THIRD (See Below)
 JR0836
 JR0836.The horizontal coordinates were scaled from a topographic map and have
 JR0836.an estimated accuracy of +/- 6 seconds.
 JR0836
 JR0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0836.The vertical order pertains to the NGVD 29 superseded value.
 JR0836
 JR0836.The geoid height was determined by GEOID03.
 JR0836
 JR0836;                    North         East    Units  Estimated Accuracy
 JR0836;SPC NV W     - 4,457,480.      696,200.      MT  (+/- 180 meters Scaled)
 JR0836
 JR0836                          SUPERSEDED SURVEY CONTROL
 JR0836
 JR0836  NGVD 29 (07/31/00) 1456.71   (m)         4779.2    (f) RESET       3  
 JR0836
 JR0836.Superseded values are not recommended for survey control.
 JR0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0836.See file dsdata.txt to determine how the superseded data were derived.
 JR0836
 JR0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD588056(NAD 83)
 JR0836_MARKER: DB = BENCH MARK DISK
 JR0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0836_STAMPING: BL 11 USBR RESET 1956
 JR0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0836+STABILITY: SURFACE MOTION
 JR0836
 JR0836  HISTORY     - Date     Condition        Report By
 JR0836  HISTORY     - 1956     MONUMENTED       NVDH
 JR0836  HISTORY     - 1957     GOOD             NGS
 JR0836
 JR0836                          STATION DESCRIPTION
 JR0836
 JR0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0836'7.4 MI S FROM MINDEN.
 JR0836'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 JR0836'MINDEN, THENCE 6.4 MILES SOUTH ALONG STATE HIGHWAY 37, AT A
 JR0836'GRAVEL ROAD CROSSING, 63 FEET WEST OF THE CENTERLINE OF THE
 JR0836'HIGHWAY, 40 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING
 JR0836'WEST AND SET AT A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1126 ***********************************************************************
 KR1126  DESIGNATION -  BL 2
 KR1126  PID         -  KR1126
 KR1126  STATE/COUNTY-  NV/DOUGLAS
 KR1126  USGS QUAD   -  GENOA (1994)
 KR1126
 KR1126                         *CURRENT SURVEY CONTROL
 KR1126  ___________________________________________________________________
 KR1126* NAD 83(1986)-  39 00 43.     (N)    119 46 47.     (W)     SCALED    
 KR1126* NAVD 88     -      1426.36   (+/-2cm)    4679.6    (feet)  VERTCON   
 KR1126  ___________________________________________________________________
 KR1126  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 KR1126
 KR1126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1126
 KR1126.The horizontal coordinates were scaled from a topographic map and have
 KR1126.an estimated accuracy of +/- 6 seconds.
 KR1126
 KR1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1126.The vertical order pertains to the NGVD 29 superseded value.
 KR1126
 KR1126.The geoid height was determined by GEOID03.
 KR1126
 KR1126;                    North         East    Units  Estimated Accuracy
 KR1126;SPC NV W     - 4,473,610.      696,390.      MT  (+/- 180 meters Scaled)
 KR1126
 KR1126                          SUPERSEDED SURVEY CONTROL
 KR1126
 KR1126  NGVD 29 (??/??/92) 1425.24   (m)         4676.0    (f) COMPUTED    2 0
 KR1126
 KR1126.Superseded values are not recommended for survey control.
 KR1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1126.See file dsdata.txt to determine how the superseded data were derived.
 KR1126
 KR1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD593217(NAD 83)
 KR1126_MARKER: DD = SURVEY DISK
 KR1126_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KR1126_SP_SET: CULVERT HEADWALL
 KR1126_STAMPING: BL-2
 KR1126_MARK LOGO: BOR   
 KR1126_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1126+STABILITY: SURFACE MOTION
 KR1126
 KR1126  HISTORY     - Date     Condition        Report By
 KR1126  HISTORY     - UNK      MONUMENTED       BOR
 KR1126  HISTORY     - 1951     GOOD             NGS
 KR1126  HISTORY     - 19860424 GOOD             LOCENG
 KR1126
 KR1126                          STATION DESCRIPTION
 KR1126
 KR1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1126'4.6 MI N FROM MINDEN.
 KR1126'ABOUT 4.6 MILES NORTH ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR1126'MINDEN, SET ON TOP AND IN THE CENTER OF THE WEST HEADWALL OF A 15-INCH
 KR1126'CORRUGATED METAL PIPE CULVERT, AT A T IN A FENCE LINE, 34.5 FEET WEST
 KR1126'OF THE CENTER LINE OF THE HIGHWAY, 27 1/2 FEET NORTH OF THE CENTER OF
 KR1126'A LARGE GATE, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET 27 1/2 FEET
 KR1126'NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING WEST.
 KR1126
 KR1126                          STATION RECOVERY (1986)
 KR1126
 KR1126'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1986
 KR1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0506 ***********************************************************************
 JR0506  DESIGNATION -  BL 3
 JR0506  PID         -  JR0506
 JR0506  STATE/COUNTY-  NV/DOUGLAS
 JR0506  USGS QUAD   -  MINDEN (1982)
 JR0506
 JR0506                         *CURRENT SURVEY CONTROL
 JR0506  ___________________________________________________________________
 JR0506* NAD 83(1986)-  38 59 48.     (N)    119 46 46.     (W)     SCALED    
 JR0506* NAVD 88     -      1428.24   (+/-2cm)    4685.8    (feet)  VERTCON   
 JR0506  ___________________________________________________________________
 JR0506  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 JR0506
 JR0506  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0506
 JR0506.The horizontal coordinates were scaled from a topographic map and have
 JR0506.an estimated accuracy of +/- 6 seconds.
 JR0506
 JR0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0506.The vertical order pertains to the NGVD 29 superseded value.
 JR0506
 JR0506.The geoid height was determined by GEOID03.
 JR0506
 JR0506;                    North         East    Units  Estimated Accuracy
 JR0506;SPC NV W     - 4,471,910.      696,390.      MT  (+/- 180 meters Scaled)
 JR0506
 JR0506                          SUPERSEDED SURVEY CONTROL
 JR0506
 JR0506  NGVD 29 (??/??/92) 1427.123  (m)         4682.15   (f) ADJ UNCH    2 0
 JR0506
 JR0506.Superseded values are not recommended for survey control.
 JR0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0506.See file dsdata.txt to determine how the superseded data were derived.
 JR0506
 JR0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD592200(NAD 83)
 JR0506_MARKER: DD = SURVEY DISK
 JR0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0506_SP_SET: CULVERT
 JR0506_STAMPING: BL-3
 JR0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0506
 JR0506  HISTORY     - Date     Condition        Report By
 JR0506  HISTORY     - UNK      MONUMENTED       BOR
 JR0506  HISTORY     - 1951     GOOD             NGS
 JR0506  HISTORY     - 1972     GOOD
 JR0506
 JR0506                          STATION DESCRIPTION
 JR0506
 JR0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0506'3.5 MI N FROM MINDEN.
 JR0506'ABOUT 3.5 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE
 JR0506'AT MINDEN, ABOUT 3.7 MILES EAST OF GENOA, AT THE JUNCTION OF
 JR0506'STATE HIGHWAY 57, SET ON TOP AND IN THE CENTER OF A 5-FOOT BY
 JR0506'2-FOOT CONCRETE BOX TYPE CULVERT UNDER THE U.S. HIGHWAY, 77 FEET
 JR0506'NORTH OF THE CENTER LINE OF THE STATE HIGHWAY, 28.2 FEET WEST OF
 JR0506'THE CENTER LINE OF THE U.S. HIGHWAY, AND ABOUT 2 FEET LOWER THAN
 JR0506'THE U.S. HIGHWAY.  NOTE-- IT IS UNUSABLE DUE TO REINFORCEMENT
 JR0506'OF THE CULVERT BEING SET OVER THE MARK.
 JR0506
 JR0506                          STATION RECOVERY (1972)
 JR0506
 JR0506'RECOVERED 1972
 JR0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0507 ***********************************************************************
 JR0507  DESIGNATION -  BL 4
 JR0507  PID         -  JR0507
 JR0507  STATE/COUNTY-  NV/DOUGLAS
 JR0507  USGS QUAD   -  MINDEN (1982)
 JR0507
 JR0507                         *CURRENT SURVEY CONTROL
 JR0507  ___________________________________________________________________
 JR0507* NAD 83(1986)-  38 58 59.     (N)    119 46 46.     (W)     SCALED    
 JR0507* NAVD 88     -      1430.77   (+/-2cm)    4694.1    (feet)  VERTCON   
 JR0507  ___________________________________________________________________
 JR0507  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 JR0507
 JR0507  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0507
 JR0507.The horizontal coordinates were scaled from a topographic map and have
 JR0507.an estimated accuracy of +/- 6 seconds.
 JR0507
 JR0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0507.The vertical order pertains to the NGVD 29 superseded value.
 JR0507
 JR0507.The geoid height was determined by GEOID03.
 JR0507
 JR0507;                    North         East    Units  Estimated Accuracy
 JR0507;SPC NV W     - 4,470,400.      696,370.      MT  (+/- 180 meters Scaled)
 JR0507
 JR0507                          SUPERSEDED SURVEY CONTROL
 JR0507
 JR0507  NGVD 29 (??/??/92) 1429.647  (m)         4690.43   (f) ADJ UNCH    2 0
 JR0507
 JR0507.Superseded values are not recommended for survey control.
 JR0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0507.See file dsdata.txt to determine how the superseded data were derived.
 JR0507
 JR0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD592185(NAD 83)
 JR0507_MARKER: DD = SURVEY DISK
 JR0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0507_SP_SET: CULVERT
 JR0507_STAMPING: BL-4
 JR0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0507
 JR0507  HISTORY     - Date     Condition        Report By
 JR0507  HISTORY     - UNK      MONUMENTED       BOR
 JR0507  HISTORY     - 1951     GOOD             NGS
 JR0507
 JR0507                          STATION DESCRIPTION
 JR0507
 JR0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0507'2.5 MI N FROM MINDEN.
 JR0507'ABOUT 2.5 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE
 JR0507'AT MINDEN, SET ON TOP AND IN THE CENTER OF A 12-FOOT CONCRETE
 JR0507'BOX TYPE CULVERT, 82 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM
 JR0507'TELEGRAPH POLE NO. 6979, 26 FEET WEST OF THE CENTER LINE OF THE
 JR0507'HIGHWAY, AT AN EAST AND WEST IRRIGATION DITCH, AND SET ABOUT 2
 JR0507'FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0509 ***********************************************************************
 JR0509  DESIGNATION -  BL 5
 JR0509  PID         -  JR0509
 JR0509  STATE/COUNTY-  NV/DOUGLAS
 JR0509  USGS QUAD   -  MINDEN (1982)
 JR0509
 JR0509                         *CURRENT SURVEY CONTROL
 JR0509  ___________________________________________________________________
 JR0509* NAD 83(1986)-  38 58 14.     (N)    119 46 43.     (W)     SCALED    
 JR0509* NAVD 88     -      1432.93   (+/-2cm)    4701.2    (feet)  VERTCON   
 JR0509  ___________________________________________________________________
 JR0509  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 JR0509
 JR0509  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0509
 JR0509.The horizontal coordinates were scaled from a topographic map and have
 JR0509.an estimated accuracy of +/- 6 seconds.
 JR0509
 JR0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0509.The vertical order pertains to the NGVD 29 superseded value.
 JR0509
 JR0509.The geoid height was determined by GEOID03.
 JR0509
 JR0509;                    North         East    Units  Estimated Accuracy
 JR0509;SPC NV W     - 4,469,010.      696,420.      MT  (+/- 180 meters Scaled)
 JR0509
 JR0509                          SUPERSEDED SURVEY CONTROL
 JR0509
 JR0509  NGVD 29 (??/??/92) 1431.804  (m)         4697.51   (f) ADJ UNCH    2 0
 JR0509
 JR0509.Superseded values are not recommended for survey control.
 JR0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0509.See file dsdata.txt to determine how the superseded data were derived.
 JR0509
 JR0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD592171(NAD 83)
 JR0509_MARKER: DD = SURVEY DISK
 JR0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0509_SP_SET: CULVERT
 JR0509_STAMPING: BL-5
 JR0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0509
 JR0509  HISTORY     - Date     Condition        Report By
 JR0509  HISTORY     - UNK      MONUMENTED       BOR
 JR0509  HISTORY     - 1951     GOOD             NGS
 JR0509
 JR0509                          STATION DESCRIPTION
 JR0509
 JR0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0509'1.7 MI NW FROM MINDEN.
 JR0509'ABOUT 1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST
 JR0509'OFFICE AT MINDEN, AT THE T JUNCTION OF STATE HIGHWAY 19 LEADING
 JR0509'WEST, SET ON TOP AND IN THE CENTER OF A 4-FOOT BY 2-FOOT CONCRETE
 JR0509'BOX TYPE CULVERT UNDER THE STATE HIGHWAY, 50.5 FEET WEST OF THE
 JR0509'CENTER LINE OF U.S. HIGHWAY 395, 22 FEET SOUTH OF THE CENTER
 JR0509'LINE OF THE STATE HIGHWAY, AND SET ABOUT 2 FEET LOWER THAN THE
 JR0509'ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0515 ***********************************************************************
 JR0515  DESIGNATION -  BL 6
 JR0515  PID         -  JR0515
 JR0515  STATE/COUNTY-  NV/DOUGLAS
 JR0515  USGS QUAD   -  MINDEN (1982)
 JR0515
 JR0515                         *CURRENT SURVEY CONTROL
 JR0515  ___________________________________________________________________
 JR0515* NAD 83(1986)-  38 56 23.     (N)    119 46 43.     (W)     SCALED    
 JR0515* NAVD 88     -      1437.45   (+/-2cm)    4716.0    (feet)  VERTCON   
 JR0515  ___________________________________________________________________
 JR0515  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 JR0515
 JR0515  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0515
 JR0515.The horizontal coordinates were scaled from a topographic map and have
 JR0515.an estimated accuracy of +/- 6 seconds.
 JR0515
 JR0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0515.The vertical order pertains to the NGVD 29 superseded value.
 JR0515
 JR0515.The geoid height was determined by GEOID03.
 JR0515
 JR0515;                    North         East    Units  Estimated Accuracy
 JR0515;SPC NV W     - 4,465,590.      696,380.      MT  (+/- 180 meters Scaled)
 JR0515
 JR0515                          SUPERSEDED SURVEY CONTROL
 JR0515
 JR0515  NGVD 29 (??/??/92) 1436.328  (m)         4712.35   (f) ADJ UNCH    2 0
 JR0515
 JR0515.Superseded values are not recommended for survey control.
 JR0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0515.See file dsdata.txt to determine how the superseded data were derived.
 JR0515
 JR0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD591137(NAD 83)
 JR0515_MARKER: DD = SURVEY DISK
 JR0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0515_SP_SET: CULVERT
 JR0515_STAMPING: BL-6
 JR0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0515
 JR0515  HISTORY     - Date     Condition        Report By
 JR0515  HISTORY     - UNK      MONUMENTED       BOR
 JR0515  HISTORY     - 1951     GOOD             NGS
 JR0515  HISTORY     - 1968     MARK NOT FOUND   NGS
 JR0515
 JR0515                          STATION DESCRIPTION
 JR0515
 JR0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0515'2.4 MI SW FROM MINDEN.
 JR0515'ABOUT 1.0 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST
 JR0515'OFFICE AT MINDEN, THENCE 1.4 MILES SOUTH ALONG STATE HIGHWAY 37,
 JR0515'AT A T IN A FENCE LINE, ABOUT 0.4 MILES SOUTH OF THE CARSON
 JR0515'RIVER BRIDGE, SET ON TOP AND IN THE CENTER OF AN 18-INCH
 JR0515'CORRUGATED METAL PIPE CULVERT, 21 FEET WEST OF THE CENTER LINE
 JR0515'OF THE HIGHWAY, AND ABOUT ONE FOOT LOWER THAN THE HIGHWAY.
 JR0515
 JR0515                          STATION RECOVERY (1968)
 JR0515
 JR0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JR0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0519 ***********************************************************************
 JR0519  DESIGNATION -  BL 7
 JR0519  PID         -  JR0519
 JR0519  STATE/COUNTY-  NV/DOUGLAS
 JR0519  USGS QUAD   -  MINDEN (1982)
 JR0519
 JR0519                         *CURRENT SURVEY CONTROL
 JR0519  ___________________________________________________________________
 JR0519* NAD 83(1986)-  38 55 31.     (N)    119 46 45.     (W)     SCALED    
 JR0519* NAVD 88     -      1439.31   (+/-2cm)    4722.1    (feet)  VERTCON   
 JR0519  ___________________________________________________________________
 JR0519  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 JR0519
 JR0519  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0519
 JR0519.The horizontal coordinates were scaled from a topographic map and have
 JR0519.an estimated accuracy of +/- 6 seconds.
 JR0519
 JR0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0519.The vertical order pertains to the NGVD 29 superseded value.
 JR0519
 JR0519.The geoid height was determined by GEOID03.
 JR0519
 JR0519;                    North         East    Units  Estimated Accuracy
 JR0519;SPC NV W     - 4,463,980.      696,310.      MT  (+/- 180 meters Scaled)
 JR0519
 JR0519                          SUPERSEDED SURVEY CONTROL
 JR0519
 JR0519  NGVD 29 (??/??/92) 1438.174  (m)         4718.41   (f) ADJ UNCH    2 0
 JR0519
 JR0519.Superseded values are not recommended for survey control.
 JR0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0519.See file dsdata.txt to determine how the superseded data were derived.
 JR0519
 JR0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD590121(NAD 83)
 JR0519_MARKER: DD = SURVEY DISK
 JR0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0519_SP_SET: CULVERT
 JR0519_STAMPING: BL-7
 JR0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0519
 JR0519  HISTORY     - Date     Condition        Report By
 JR0519  HISTORY     - UNK      MONUMENTED       BOR
 JR0519  HISTORY     - 1951     GOOD             NGS
 JR0519  HISTORY     - 1968     MARK NOT FOUND   USGS
 JR0519
 JR0519                          STATION DESCRIPTION
 JR0519
 JR0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0519'3.4 MI SW FROM MINDEN.
 JR0519'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 JR0519'MINDEN, 2.4 MILES SOUTH ALONG STATE HIGHWAY 37, ABOUT 0.5 MILES
 JR0519'SOUTH OF A ROAD CROSSING, AT A T IN A FENCE LINE, SET ON TOP AND
 JR0519'IN THE CENTER OF A DOUBLE 24-INCH CORRUGATED METAL PIPE CULVERT,
 JR0519'20.4 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND SET ABOUT
 JR0519'LEVEL WITH THE HIGHWAY.
 JR0519
 JR0519                          STATION RECOVERY (1968)
 JR0519
 JR0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JR0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0838 ***********************************************************************
 JR0838  DESIGNATION -  BL 7 RESET
 JR0838  PID         -  JR0838
 JR0838  STATE/COUNTY-  NV/DOUGLAS
 JR0838  USGS QUAD   -  MINDEN (1982)
 JR0838
 JR0838                         *CURRENT SURVEY CONTROL
 JR0838  ___________________________________________________________________
 JR0838* NAD 83(1986)-  38 55 31.     (N)    119 46 45.     (W)     SCALED    
 JR0838* NAVD 88     -      1438.83   (+/-2cm)    4720.6    (feet)  VERTCON   
 JR0838  ___________________________________________________________________
 JR0838  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 JR0838
 JR0838  VERT ORDER  -  THIRD (See Below)
 JR0838
 JR0838.The horizontal coordinates were scaled from a topographic map and have
 JR0838.an estimated accuracy of +/- 6 seconds.
 JR0838
 JR0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0838.The vertical order pertains to the NGVD 29 superseded value.
 JR0838
 JR0838.The geoid height was determined by GEOID03.
 JR0838
 JR0838;                    North         East    Units  Estimated Accuracy
 JR0838;SPC NV W     - 4,463,980.      696,310.      MT  (+/- 180 meters Scaled)
 JR0838
 JR0838                          SUPERSEDED SURVEY CONTROL
 JR0838
 JR0838  NGVD 29 (07/31/00) 1437.70   (m)         4716.9    (f) RESET       3  
 JR0838
 JR0838.Superseded values are not recommended for survey control.
 JR0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0838.See file dsdata.txt to determine how the superseded data were derived.
 JR0838
 JR0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD590121(NAD 83)
 JR0838_MARKER: DD = SURVEY DISK
 JR0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0838_STAMPING: BL 7 USBR RESET 1956
 JR0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0838+STABILITY: SURFACE MOTION
 JR0838
 JR0838  HISTORY     - Date     Condition        Report By
 JR0838  HISTORY     - 1956     MONUMENTED       NVDH
 JR0838  HISTORY     - 1957     GOOD             NGS
 JR0838
 JR0838                          STATION DESCRIPTION
 JR0838
 JR0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0838'3.4 MI S FROM MINDEN.
 JR0838'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 JR0838'MINDEN, 2.4 MILES SOUTH ALONG STATE HIGHWAY 37, ABOUT 0.5 MILE
 JR0838'SOUTH OF A ROAD CROSSING, AT A T IN A FENCE LINE, 44.5 FEET WEST
 JR0838'OF CENTERLINE OF ROADWAY STA. 1 131+28, 33 FEET SOUTH OF OLD
 JR0838'BRASS CAP AND SET AT FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0521 ***********************************************************************
 JR0521  DESIGNATION -  BL 8
 JR0521  PID         -  JR0521
 JR0521  STATE/COUNTY-  NV/DOUGLAS
 JR0521  USGS QUAD   -  MINDEN (1982)
 JR0521
 JR0521                         *CURRENT SURVEY CONTROL
 JR0521  ___________________________________________________________________
 JR0521* NAD 83(1986)-  38 54 39.     (N)    119 46 43.     (W)     SCALED    
 JR0521* NAVD 88     -      1439.78   (+/-2cm)    4723.7    (feet)  VERTCON   
 JR0521  ___________________________________________________________________
 JR0521  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 JR0521
 JR0521  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0521
 JR0521.The horizontal coordinates were scaled from a topographic map and have
 JR0521.an estimated accuracy of +/- 6 seconds.
 JR0521
 JR0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0521.The vertical order pertains to the NGVD 29 superseded value.
 JR0521
 JR0521.The geoid height was determined by GEOID03.
 JR0521
 JR0521;                    North         East    Units  Estimated Accuracy
 JR0521;SPC NV W     - 4,462,380.      696,340.      MT  (+/- 180 meters Scaled)
 JR0521
 JR0521                          SUPERSEDED SURVEY CONTROL
 JR0521
 JR0521  NGVD 29 (??/??/92) 1438.649  (m)         4719.97   (f) ADJ UNCH    2 0
 JR0521
 JR0521.Superseded values are not recommended for survey control.
 JR0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0521.See file dsdata.txt to determine how the superseded data were derived.
 JR0521
 JR0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD590105(NAD 83)
 JR0521_MARKER: DD = SURVEY DISK
 JR0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0521_STAMPING: BL-8
 JR0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0521+STABILITY: SURFACE MOTION
 JR0521
 JR0521  HISTORY     - Date     Condition        Report By
 JR0521  HISTORY     - UNK      MONUMENTED       BOR
 JR0521  HISTORY     - 1951     GOOD             NGS
 JR0521
 JR0521                          STATION DESCRIPTION
 JR0521
 JR0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0521'4.4 MI SW FROM MINDEN.
 JR0521'1.0 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE
 JR0521'AT MINDEN, 3.4 MILES SOUTH ALONG STATE HIGHWAY 37, AT THE
 JR0521'NORTHWEST CORNER OF THE MAIN INTERSECTION AT CENTERVILLE, 49.5
 JR0521'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 42 1/2 FEET NORTH
 JR0521'OF THE CENTER LINE OF AN OILED ROAD LEADING WEST, 14 FEET
 JR0521'NORTHWEST OF POWER LINE POLE NO. 40952, 10.4 FEET NORTH OF A
 JR0521'FENCE CORNER, 0.9 FEET EAST OF A WIRE FENCE, 1.3 FEET SOUTH OF A
 JR0521'WITNESS POST, ABOUT ONE FOOT LOWER THAN THE HIGHWAY, AND SET IN
 JR0521'THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0523 ***********************************************************************
 JR0523  DESIGNATION -  BL 9
 JR0523  PID         -  JR0523
 JR0523  STATE/COUNTY-  NV/DOUGLAS
 JR0523  USGS QUAD   -  MINDEN (1982)
 JR0523
 JR0523                         *CURRENT SURVEY CONTROL
 JR0523  ___________________________________________________________________
 JR0523* NAD 83(1986)-  38 53 45.     (N)    119 46 44.     (W)     SCALED    
 JR0523* NAVD 88     -      1443.40   (+/-2cm)    4735.6    (feet)  VERTCON   
 JR0523  ___________________________________________________________________
 JR0523  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 JR0523
 JR0523  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0523
 JR0523.The horizontal coordinates were scaled from a topographic map and have
 JR0523.an estimated accuracy of +/- 6 seconds.
 JR0523
 JR0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0523.The vertical order pertains to the NGVD 29 superseded value.
 JR0523
 JR0523.The geoid height was determined by GEOID03.
 JR0523
 JR0523;                    North         East    Units  Estimated Accuracy
 JR0523;SPC NV W     - 4,460,720.      696,290.      MT  (+/- 180 meters Scaled)
 JR0523
 JR0523                          SUPERSEDED SURVEY CONTROL
 JR0523
 JR0523  NGVD 29 (??/??/92) 1442.257  (m)         4731.80   (f) ADJ UNCH    2 0
 JR0523
 JR0523.Superseded values are not recommended for survey control.
 JR0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0523.See file dsdata.txt to determine how the superseded data were derived.
 JR0523
 JR0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD589088(NAD 83)
 JR0523_MARKER: DD = SURVEY DISK
 JR0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0523_STAMPING: BL-9
 JR0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0523+STABILITY: SURFACE MOTION
 JR0523
 JR0523  HISTORY     - Date     Condition        Report By
 JR0523  HISTORY     - UNK      MONUMENTED       BOR
 JR0523  HISTORY     - 1951     GOOD             NGS
 JR0523
 JR0523                          STATION DESCRIPTION
 JR0523
 JR0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0523'5.4 MI SW FROM MINDEN.
 JR0523'ABOUT 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST
 JR0523'OFFICE AT MINDEN, THENCE 4.4 MILES SOUTH ALONG STATE HIGHWAY
 JR0523'37, ABOUT 0.5 MILES NORTH OF THE HIGHWAY BRIDGE OVER THE WEST
 JR0523'FORK OF THE CARSON RIVER, 48 1/2 FEET WEST OF THE CENTER LINE OF
 JR0523'THE HIGHWAY, 44.5 FEET SOUTH OF THE WEST END OF AN 18-INCH
 JR0523'CORRUGATED METAL PIPE UNDER THE HIGHWAY, 10 FEET NORTH OF POWER
 JR0523'LINE POLE NO. 46409, 1.1 FEET EAST OF A WIRE FENCE, ABOUT LEVEL
 JR0523'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JR0523'PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR2577 ***********************************************************************
 HR2577  DESIGNATION -  BLACK
 HR2577  PID         -  HR2577
 HR2577  STATE/COUNTY-  NV/ESMERALDA
 HR2577  USGS QUAD   -  BOUNDARY PEAK (1994)
 HR2577
 HR2577                         *CURRENT SURVEY CONTROL
 HR2577  ___________________________________________________________________
 HR2577* NAD 83(1994)-  37 49 33.15648(N)    118 15 39.01280(W)     ADJUSTED  
 HR2577* NAVD 88     -      2959.3    (meters)    9709.     (feet)  VERTCON   
 HR2577  ___________________________________________________________________
 HR2577  LAPLACE CORR-         -12.49  (seconds)                    DEFLEC99
 HR2577  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 HR2577
 HR2577  HORZ ORDER  -  THIRD
 HR2577
 HR2577.The horizontal coordinates were established by classical geodetic methods
 HR2577.and adjusted by the National Geodetic Survey in June 1998..
 HR2577
 HR2577.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR2577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR2577
 HR2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2577
 HR2577.The geoid height was determined by GEOID03.
 HR2577
 HR2577;                    North         East     Units Scale Factor Converg.
 HR2577;SPC NV W     - 4,341,327.782   828,389.698   MT  0.99990992   +0 11 52.0
 HR2577;SPC NV W     -14,243,172.90  2,717,808.53   sFT  0.99990992   +0 11 52.0
 HR2577;SPC CA 3     -   649,505.374 2,197,102.713   MT  0.99993003   +1 22 15.2
 HR2577;SPC CA 3     - 2,130,918.88  7,208,327.82   sFT  0.99993003   +1 22 15.2
 HR2577;UTM  11      - 4,187,244.776   389,038.421   MT  0.99975165   -0 46 23.9
 HR2577
 HR2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2577!SPC NV W     -   0.99953974  x   0.99990992  =   0.99944970
 HR2577!SPC CA 3     -   0.99953974  x   0.99993003  =   0.99946980
 HR2577!UTM  11      -   0.99953974  x   0.99975165  =   0.99929150
 HR2577
 HR2577:                Primary Azimuth Mark                     Grid Az
 HR2577:SPC NV W     -  HOG BACK                                 055 15 32.2
 HR2577:SPC CA 3     -  HOG BACK                                 054 05 09.0
 HR2577:UTM  11      -  HOG BACK                                 056 13 48.1
 HR2577
 HR2577|---------------------------------------------------------------------|
 HR2577| PID    Reference Object                     Distance      Geod. Az  |
 HR2577|                                                           dddmmss.s |
 HR2577| HR2518 HOG BACK                            APPROX. 4.5 KM 0552724.2 |
 HR2577|---------------------------------------------------------------------|
 HR2577
 HR2577                          SUPERSEDED SURVEY CONTROL
 HR2577
 HR2577  NAD 83(1992)-  37 49 33.15553(N)    118 15 39.01299(W) AD(       ) 3
 HR2577  NAD 83(1986)-  37 49 33.16512(N)    118 15 39.00264(W) AD(       ) 3
 HR2577  NAD 27      -  37 49 33.38300(N)    118 15 35.61400(W) AD(       ) 3
 HR2577  NGVD 29 (02/26/99) 2957.8    (m)         9704.     (f) VERT ANG       
 HR2577
 HR2577.Superseded values are not recommended for survey control.
 HR2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2577.See file dsdata.txt to determine how the superseded data were derived.
 HR2577
 HR2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB8903887245(NAD 83)
 HR2577_MARKER: DS = TRIANGULATION STATION DISK
 HR2577_SETTING: 66 = SET IN ROCK OUTCROP
 HR2577_PROJECTION: FLUSH
 HR2577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR2577+STABILITY: POSITION/ELEVATION WELL
 HR2577
 HR2577  HISTORY     - Date     Condition        Report By
 HR2577  HISTORY     - 1962     MONUMENTED       USGS
 HR2577
 HR2577                          STATION DESCRIPTION
 HR2577
 HR2577'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HR2577'LOCATED ABOUT 12 MI. (AIRLINE) NW. OF THE DYER POST OFFICE, ABOUT 8.9
 HR2577'MI. W. OF THE NEVADA HIGHWAY MAINTENANCE STATION AT FISH LAKE, ABOUT 1
 HR2577'MI. N. OF CHIATOVICH CREEK, ON A TOP ON THE RIDGE DIVIDING MIDDLE
 HR2577'CREEK AND CHIATOVICH CREEK, TOP IS KNOWN LOCALLY AS BLACK MOUNTAIN.
 HR2577'STATION REACHED BY HELICOPTER.
 HR2577'STATION MARK--STANDARD TABLET STAMPED---BLACK MTN 1962--- SET IN DRILL
 HR2577'HOLE IN ROCK OUTCROP.  (NOTE--THIS IS THE SAME DRILL HOLE AS THE C AND
 HR2577'GS STATION BLACK - 1895).
 HR2577'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED---NO 1 1962--- CEMENTED
 HR2577'IN DRILL HOLE IN ROCK OUTCROP 14.48 FT. FROM STATION MARK IN DIRECT 6
 HR2577'DEGREES 46 MINUTES.
 HR2577'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---NO 2 1962--- CEMENTED
 HR2577'IN DRILL HOLE IN ROCK OUTCROP 11.78 FT. FROM STATION MARK IN DIRECT
 HR2577'256 DEGREES 51 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0631 ***********************************************************************
 LS0631  DESIGNATION -  BLACK
 LS0631  PID         -  LS0631
 LS0631  STATE/COUNTY-  NV/HUMBOLDT
 LS0631  USGS QUAD   -  BLACK ROCK POINT EAST (1981)
 LS0631
 LS0631                         *CURRENT SURVEY CONTROL
 LS0631  ___________________________________________________________________
 LS0631* NAD 83(1994)-  40 57 53.89477(N)    118 55 55.32472(W)     ADJUSTED  
 LS0631* NAVD 88     -      1342.     (meters)    4403.     (feet)  SCALED    
 LS0631  ___________________________________________________________________
 LS0631  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 LS0631  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 LS0631
 LS0631  HORZ ORDER  -  FIRST
 LS0631
 LS0631.The horizontal coordinates were established by classical geodetic methods
 LS0631.and adjusted by the National Geodetic Survey in June 1998..
 LS0631
 LS0631.The orthometric height was scaled from a topographic map.
 LS0631
 LS0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0631
 LS0631.The geoid height was determined by GEOID03.
 LS0631
 LS0631;                    North         East     Units Scale Factor Converg.
 LS0631;SPC NV W     - 4,689,814.412   770,649.333   MT  0.99991060   -0 13 43.0
 LS0631;SPC NV W     -15,386,499.45  2,528,372.02   sFT  0.99991060   -0 13 43.0
 LS0631;UTM  11      - 4,536,665.913   337,422.546   MT  0.99992532   -1 16 00.9
 LS0631
 LS0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0631!SPC NV W     -   0.99979297  x   0.99991060  =   0.99970359
 LS0631!UTM  11      -   0.99979297  x   0.99992532  =   0.99971830
 LS0631
 LS0631|---------------------------------------------------------------------|
 LS0631| PID    Reference Object                     Distance      Geod. Az  |
 LS0631|                                                           dddmmss.s |
 LS0631| DB6317 BLACK RM 1                           20.767 METERS 04025     |
 LS0631| MV0306 KING LEAR PEAK CAIRN                APPROX.41.2 KM 0500739.7 |
 LS0631| DB6316 BLACK AZ MK                                        1375417.1 |
 LS0631| DB6318 BLACK RM 2                           31.245 METERS 31142     |
 LS0631|---------------------------------------------------------------------|
 LS0631
 LS0631                          SUPERSEDED SURVEY CONTROL
 LS0631
 LS0631  NAD 83(1986)-  40 57 53.90441(N)    118 55 55.32724(W) AD(       ) 1
 LS0631  NAD 27      -  40 57 54.26500(N)    118 55 51.70500(W) AD(       ) 1
 LS0631
 LS0631.Superseded values are not recommended for survey control.
 LS0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0631.See file dsdata.txt to determine how the superseded data were derived.
 LS0631
 LS0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF3742336666(NAD 83)
 LS0631_MARKER: DS = TRIANGULATION STATION DISK
 LS0631_SETTING: 66 = SET IN ROCK OUTCROP
 LS0631
 LS0631  HISTORY     - Date     Condition        Report By
 LS0631  HISTORY     - 1935     MONUMENTED       CGS
 LS0631
 LS0631                          STATION DESCRIPTION
 LS0631
 LS0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 LS0631'STATION IS ON A LOW, ROUND KNOB, A BENCH ON THE E SIDE OF BLACK
 LS0631'ROCK POINT WHICH IS A BLACK VOLCANIC POINT EXTENDING INTO THE
 LS0631'DESERT JUST W OF THE QUINN RIVER, 12 MILES NW OF THE TOWN OF
 LS0631'SULPHUR.
 LS0631'
 LS0631'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LS0631'IN OUTCROPPING BEDROCK.  REFERENCE AND
 LS0631'AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 LS0631'
 LS0631'REACHED FROM SULPHUR AS FOLLOWS--GO W ALONG THE N SIDE OF
 LS0631'THE RAILROAD TRACKS, 07.2 MILES TO THE TOP OF THE LOW GRADE
 LS0631'AND A RAILROAD SIGN, TURN RIGHT AND FOLLOW THE MAIN ROAD 3.9
 LS0631'MILES.  CONTINUE STRAIGHT AHEAD OR RIGHT FORK AND GO 2.0 MILES,
 LS0631'TAKE THE RIGHT FORK AGAIN AND GO 2.0 MILES.  TURN LEFT LEAVING
 LS0631'THE ROAD AND GO ACROSS THE DESERT 1.5 MILES TO THE BASE OF
 LS0631'THE HILL AND THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK
 LS0631'TRAVEL CLIMB NW TO THE HIGHEST POINT OF THE FIRST HILL AND
 LS0631'STATION.  25 MINUTES PACK.
 LS0631'
 LS0631'AZIMUTH MARK IS ON THE POINT OF THE RIDGE 0.3 MILE E OF THE
 LS0631'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1178 ***********************************************************************
 FS1178  DESIGNATION -  BLACK
 FS1178  PID         -  FS1178
 FS1178  STATE/COUNTY-  NV/CLARK
 FS1178  USGS QUAD   -  SLOAN NE (1989)
 FS1178
 FS1178                         *CURRENT SURVEY CONTROL
 FS1178  ___________________________________________________________________
 FS1178* NAD 83(1994)-  35 55 51.62507(N)    115 02 38.52986(W)     ADJUSTED  
 FS1178* NAVD 88     -      1552.5    (meters)    5093.     (feet)  VERTCON   
 FS1178  ___________________________________________________________________
 FS1178  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 FS1178  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS1178
 FS1178  HORZ ORDER  -  FIRST
 FS1178
 FS1178.The horizontal coordinates were established by classical geodetic methods
 FS1178.and adjusted by the National Geodetic Survey in June 1998..
 FS1178
 FS1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1178
 FS1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1178
 FS1178.The geoid height was determined by GEOID03.
 FS1178
 FS1178;                    North         East     Units Scale Factor Converg.
 FS1178;SPC NV E     - 8,131,150.277   248,662.707   MT  0.99992917   +0 18 59.3
 FS1178;SPC NV E     -26,676,948.87    815,820.90   sFT  0.99992917   +0 18 59.3
 FS1178;UTM  11      - 3,978,063.939   676,450.565   MT  0.99998366   +1 08 53.1
 FS1178
 FS1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1178!SPC NV E     -   0.99976083  x   0.99992917  =   0.99969001
 FS1178!UTM  11      -   0.99976083  x   0.99998366  =   0.99974449
 FS1178
 FS1178|---------------------------------------------------------------------|
 FS1178| PID    Reference Object                     Distance      Geod. Az  |
 FS1178|                                                           dddmmss.s |
 FS1178| CC5191 BLACK RM 2                            4.623 METERS 24357     |
 FS1178| CC5190 BLACK RM 1                           10.454 METERS 34420     |
 FS1178| CC5189 BLACK AZ MK                                        3580737.0 |
 FS1178|---------------------------------------------------------------------|
 FS1178
 FS1178                          SUPERSEDED SURVEY CONTROL
 FS1178
 FS1178  NAD 83(1992)-  35 55 51.62393(N)    115 02 38.53254(W) AD(1991.35) 1
 FS1178  NAD 83(1992)-  35 55 51.62320(N)    115 02 38.53300(W) AD(       ) 1
 FS1178  NAD 83(1992)-  35 55 51.62215(N)    115 02 38.53189(W) AD(       ) 1
 FS1178  NAD 83(1986)-  35 55 51.61677(N)    115 02 38.51990(W) AD(       ) 1
 FS1178  NAD 27      -  35 55 51.68900(N)    115 02 35.55600(W) AD(       ) 1
 FS1178  NGVD 29 (07/19/86) 1551.7    (m)         5091.     (f) VERT ANG       
 FS1178
 FS1178.Superseded values are not recommended for survey control.
 FS1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1178.See file dsdata.txt to determine how the superseded data were derived.
 FS1178
 FS1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV7645178064(NAD 83)
 FS1178_MARKER: DS = TRIANGULATION STATION DISK
 FS1178_SETTING: 80 = SET IN A BOULDER
 FS1178_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FS1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1178+STABILITY: SURFACE MOTION
 FS1178
 FS1178  HISTORY     - Date     Condition        Report By
 FS1178  HISTORY     - 1925     MONUMENTED       CGS
 FS1178  HISTORY     - 1926     GOOD             CGS
 FS1178  HISTORY     - 1934     GOOD             CGS
 FS1178  HISTORY     - 1934     GOOD             CGS
 FS1178  HISTORY     - 1935     GOOD             CGS
 FS1178  HISTORY     - 1947     GOOD             CGS
 FS1178  HISTORY     - 1951     GOOD             USGS
 FS1178  HISTORY     - 1955     GOOD             CGS
 FS1178  HISTORY     - 1957     GOOD             USGS
 FS1178  HISTORY     - 1958     GOOD             CGS
 FS1178  HISTORY     - 1958     GOOD             USGS
 FS1178  HISTORY     - 1972     GOOD             CA-037
 FS1178
 FS1178                          STATION DESCRIPTION
 FS1178
 FS1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WM)
 FS1178'STATION IS ABOUT 15 MILES E OF S OF LAS VEGAS, ON THE HIGHEST
 FS1178'POINT OF THE PRECIPITOUS MALPAIS MOUNTAIN LYING NW OF THE
 FS1178'DRY LAKE CROSSED BY THE LAS VEGAS-NEEDLES ROAD 24 MILES S
 FS1178'OF LAS VEGAS.  A GEOLOGICAL SURVEY INTERSECTION STATION IS
 FS1178'ON THIS MOUNTAIN.  STATION MARK IS GIVEN AS HIGHEST POINT
 FS1178'ON PEAK, WHICH IS IN THE IMMEDIATE VICINITY OF THE C. AND G.S.
 FS1178'STATION.
 FS1178'
 FS1178'STATION AND REFERENCE MARKS ARE STANDARD BRONZE TABLETS SET
 FS1178'IN ROCKS.
 FS1178'
 FS1178'REACHED FROM THE LAS VEGAS-NEEDLES ROAD BY TAKING ROAD LEADING
 FS1178'WESTERLY TO LAS VEGAS GOLD AND SILVER MINE AT SIGNBOARD 22
 FS1178'MILES S OF LAS VEGAS.  FOLLOW TO END, 2 MILES, WHICH IS AS
 FS1178'FAR AS TRUCK CAN GO, FROM HERE IT IS A 3-MILE PACK ACROSS
 FS1178'THE DESERT TO A WELL DEFINED CANYON LEADING TO THE TOP OF THE
 FS1178'RIDGE, WHICH IS FOLLOWED S TO THE STATION.  TOTAL DISTANCE
 FS1178'FROM TRUNK IS ABOUT 5 MILES, AND A LONG HARD PACK.  NEAREST
 FS1178'WATER FOUND IS AT LAS VEGAS.
 FS1178
 FS1178                          STATION RECOVERY (1926)
 FS1178
 FS1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (WM)
 FS1178'STATION FOUND AS DESCRIBED, EXCEPT THAT THE ROAD FROM LAS VEGAS
 FS1178'TO SEARCHLIGHT PASSING 6 MILES E OF THE STATION IS NO LONGER
 FS1178'THE MAIN ROAD, HAVING BEEN REPLACED BY A NEW ROAD OVER THE NEXT
 FS1178'PASS TO THE E.  THE OLD ROAD IS STILL OPEN, AND IS THE RIGHT
 FS1178'HAND FORK CONTINUING ABOUT STRAIGHT AHEAD AT A POINT ABOUT 17
 FS1178'MILES FROM LAS VEGAS.
 FS1178'
 FS1178'MARKS WERE FOUND IN GOOD CONDITION.
 FS1178
 FS1178                          STATION RECOVERY (1934)
 FS1178
 FS1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (FGJ)
 FS1178'ALL MARKS FOUND IN GOOD CONDITION.  STATION NOT OCCUPIED BUT
 FS1178'CUT-IN FOR ANGLE CHECK.  IT IS ABOUT 21 MILES (AIR LINE)
 FS1178'S BY E FROM TOWN OF LAS VEGAS, ON THE HIGHEST SHARP PEAK ON THE
 FS1178'EXTREME N END OF BLACK MOUNTAIN, ABOUT 7 MILES NW OF THE DRY
 FS1178'LAKE CROSSED BY THE LAS VEGAS-NEEDLES ROAD, 24 MILES S OF THE
 FS1178'TOWN OF LAS VEGAS.
 FS1178'
 FS1178'BEST REACHED BY TAKING LAS VEGAS-BOULDER HIGHWAY TO MOUNTAIN
 FS1178'PASS, FROM HERE TAKE NEEDLES HIGHWAY TO SIGN READING NELSON
 FS1178'22 MILES, A DRY FARM HERE ON LEFT OF HIGHWAY.  FROM HERE
 FS1178'CONTINUE 1.0 MILE S ON NEEDLES HIGHWAY TO POINT WHERE OLD
 FS1178'HIGHWAY ENTERS NEW ROAD.  TAKE OLD HIGHWAY NW FOR 3.0 MILES,
 FS1178'FROM HERE LEAVE ROAD AND GO ACROSS DESERT AS FAR AS TRUCK
 FS1178'WILL GO.  STATION LIES SW OF ROAD ABOUT 5 MILES AND A HARD
 FS1178'FOUR HOURS PACK.
 FS1178
 FS1178                          STATION RECOVERY (1934)
 FS1178
 FS1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1178'STATION IS LOCATED ON THE HIGHEST POINT ON THE N END OF A
 FS1178'PRECIPITOUS MALPAIS MOUNTAIN, ABOUT 15 MILES (AIR LINE) SSE
 FS1178'OF LAS VEGAS, 7 MILES (AIR LINE) SW OF RAILROAD PASS AND 7
 FS1178'MILES NW OF THE LARGE DRY LAKE CROSSED 24 MILES OUT OF LAS VEGAS
 FS1178'ON THE NEEDLES-LAS VEGAS HIGHWAY.  IT IS ON THE HIGHEST POINT
 FS1178'IN THAT VICINITY.
 FS1178'
 FS1178'REACHED FROM LAS VEGAS AS FOLLOWS--FROM THE CORNER OF FREMONT
 FS1178'AND FIFTH STREETS, GO E ON THE BOULDER CITY HIGHWAY 17.5 MILES,
 FS1178'PASSING THROUGH RAILROAD PASS TO THE ROAD TO SEARCHLIGHT,
 FS1178'TURN RIGHT ON SEARCHLIGHT ROAD AND GO 3.2 MILES.  TAKE RIGHT
 FS1178'FORK (STRAIGHT AHEAD) 1.8 MILES TO THE EDGE OF THE DRY LAKE,
 FS1178'TURN RIGHT ON OLD SEARCHLIGHT-LAS VEGAS ROAD AND GO (IN NW
 FS1178'DIRECTION) 4.1 MILES, TURN SHARP LEFT AND GO 0.8 MILE.  TAKE
 FS1178'LEFT FORK GO 0.8 MILE, TAKE LEFT FORK 0.2 MILE, THEN TURN
 FS1178'RIGHT OFF OF ROAD AND GO 0.9 MILE ACROSS COUNTRY IN A
 FS1178'WESTERLY DIRECTION TO THE END OF TRUCK TRAVEL.  FROM HERE GO
 FS1178'ACROSS COUNTRY STRIKING THE FOOT OF THE MOUNTAIN AT THE
 FS1178'SECOND WELL DEFINED CANYON TO THE N OF THE HIGHEST POINT OF
 FS1178'THE RIDGE.  THENCE UP CANYON TO SUMMIT OF RIDGE, THEN
 FS1178'ALONG RIDGE IN A SOUTHERLY DIRECTION TO THE HIGHEST POINT
 FS1178'AND STATION.
 FS1178
 FS1178                          STATION RECOVERY (1935)
 FS1178
 FS1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CP)
 FS1178'STATION IS LOCATED ABOUT 15 MILES (AIR LINE) SE OF LAS VEGAS
 FS1178'AND 7 MILES W OF THE BIG DRY LAKE ON THE LAS VEGAS-SEARCHLIGHT
 FS1178'ROAD.  IT IS ON THE NORTHERN AND HIGHEST POINT OF THE PRECIPITOUS
 FS1178'MALPAIS MOUNTAIN WHICH IS THE HIGHEST POINT IN THAT VICINITY.
 FS1178'
 FS1178'REACHED FROM LAS VEGAS AS FOLLOWS--GO E ON THE BOULDER DAM
 FS1178'ROAD 14.7 MILES TO THE OLD LAS VEGAS-SEARCHLIGHT ROAD.  TURN
 FS1178'RIGHT OFF THE HIGHWAY AND FOLLOW THE OLD ROAD 5.4 MILES, TAKE
 FS1178'RIGHT FORK GO 0.9 MILE, TAKE LEFT FORK GO 0.9 MILE, TURN
 FS1178'LEFT OFF MAIN-TRAVELED ROAD AND GO 0.10 MILE AND TAKE LEFT
 FS1178'FORK.  GO 1.60 MILES SWINGING W TOWARDS MOUNTAIN TO THE END
 FS1178'OF TRUCK TRAVEL.  FROM HERE CONTINUE ON FOOT TO A WELL DEFINED
 FS1178'CANYON, THEN UP CANYON TO THE TOP OF THE RIDGE, THEN S ALONG
 FS1178'RIDGE TO THE HIGHEST POINT AND STATION.
 FS1178
 FS1178                          STATION RECOVERY (1947)
 FS1178
 FS1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CL)
 FS1178'THE STATION IS LOCATED ABOUT 18 MILES, AIRLINE, SOUTH BY
 FS1178'EAST OF LAS VEGAS, 7 MILES SOUTH- SOUTHWEST OF HENDERSON,
 FS1178'AND 10 MILES WEST- NORTHWEST OF BOULDER CITY.  IT IS ON THE
 FS1178'HIGHEST PEAK AND ON THE NORTH END OF BLACK MOUNTAIN, 7 MILES
 FS1178'NORTHWEST OF A LARGE DRY LAKE BED CROSSED BY THE LAS VEGAS-
 FS1178'NEEDLES HIGHWAY.  THIS IS THE HIGHEST POINT IN THE VICINITY.
 FS1178'
 FS1178'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND FOUND TO
 FS1178'BE AS DESCRIBED.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 FS1178'HOLE IN A TRIANGULAR- SHAPED BOULDER WHICH IS APPROX. 3 FEET
 FS1178'ACROSS AND PROFECTS 10 INCHES, IS 1 FOOT LOWER AND 15 FEET
 FS1178'NORTH OF THE HIGHEST POINT OF THE PEAK.  IT IS STAMPED BLACK
 FS1178'1925.
 FS1178'
 FS1178'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 FS1178'HOLE IN A RECTANGULAR BOULDER 4 FEET BY 3 FEET, IS 1.5 FEET
 FS1178'LOWER THAN THE STATION MARK, AND IS STAMPED BLACK 1 1925.  THIS
 FS1178'MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FS1178'
 FS1178'REFERENCE MARK NO. 2 IS A NEW MARK AND CONSISTS OF A STANDARD
 FS1178'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH
 FS1178'IS 1 FOOT BY 2 FOOT AND PROJECTS 4 INCHES.  IT IS APPROX. THE
 FS1178'SAME ELEVATION AS THE STATION MARK AND IS STAMPED BLACK NO 2 1947.
 FS1178'
 FS1178'THE AZIMUTH MARK IS A NEW MARK AND CONSISTS OF STANDARD DISK
 FS1178'CEMENTED IN THE TOP OF A 4 FT X 5 FT BOULDER WHICH IS ON THE
 FS1178'SOUTHERN SLOPE OF THE SECOND POINT NORTH OF THE STATION
 FS1178'IT IS ABOUT 100 FEET LOWER THAN THE STATION, IS ENROUTE TO IT,
 FS1178'AND IS STAMPED BLACK 1947.
 FS1178'
 FS1178'THE OLD MEASUREMENT TO R.M. 1 WAS 34.40 FEET
 FS1178'
 FS1178'TO REACH THE STATION FROM THE INTERSECTION OF FREMONT STREET
 FS1178'AND 5TH STREET IN LAS VEGAS GO SOUTHEAST ON FREMONT STREET
 FS1178'(U.S. HIGHWAY NO. 466) TOWARD BOULDER CITY FOR 14.7 MILES TO
 FS1178'A DIRT ROAD LEADING RIGHT AND SIGN SPEARHEAD MINES.  TURN
 FS1178'RIGHT ONTO A DIRT ROAD AND GO 5.6 MILES TO FORKS.  TAKE
 FS1178'THE RIGHT FORK AND GO 0.8 MILE TO FORKS.  KEEP RIGHT FORK
 FS1178'MAIN TRAVELED ROAD AND GO 0.65 MILE.  AT THIS POINT THE
 FS1178'STATION LIES 236 DEGREES MAGNETIC.  FROM HERE BEAR LEFT
 FS1178'ACROSS COUNTRY 0.6 MILE TO A SHALLOW WASH JUST NORTH WEST
 FS1178'OF A TUNNEL IN THE NORTH SIDE OF ALOW HILL.  CONTINUE
 FS1178'NORTHWESTERLY UP DRAW ABOUT 1.5 MILE TO THE BASE OF THE
 FS1178'MOUNTAIN EAST OF A PROMINENT SADDLE.  FROM HERE PACK WESTERLY
 FS1178'UP RIDGE (GOING IS ROUGH) TO THE SADDLE THENCE SOUTHERLY
 FS1178'ALONG RIDGE, WHICH HAS A NUMBER OF SUMMITS, TO THE HIGHEST
 FS1178'POINT AND STATION.  A 3 HOUR BACK PACK.
 FS1178
 FS1178                          STATION RECOVERY (1951)
 FS1178
 FS1178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 FS1178'RECOVERED IN GOOD CONDITION.
 FS1178
 FS1178                          STATION RECOVERY (1955)
 FS1178
 FS1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1178'RECOVERED.  THE STATION WAS NOT VISITED.  DIRECTIONS FOR REACHING
 FS1178'THE STATION AS GIVEN IN THE RECOVERY NOTE BY C.P. IN 1935
 FS1178'WERE FOLLOWED TO THE END OF TRUCK TRAVEL, AND A SIGNAL WAS
 FS1178'SEEN ON THE HIGHEST POINT OF THE MOUNTAIN AS DESCRIBED.
 FS1178
 FS1178                          STATION RECOVERY (1957)
 FS1178
 FS1178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FS1178'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 FS1178
 FS1178                          STATION RECOVERY (1958)
 FS1178
 FS1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS1178'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1947
 FS1178'AND IN GOOD CONDITION.  FOLLOWING OBSERVATIONS AND MEASUREMENT
 FS1178'TAKEN.
 FS1178'
 FS1178'THESE MEASUREMENT AGREE WITHIN ACCEPTABLE LIMITS WITH THOSE
 FS1178'OF LE FEVER IN 1947
 FS1178
 FS1178                          STATION RECOVERY (1958)
 FS1178
 FS1178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FS1178'RECOVERED AS DESCRIBED BY NGS.
 FS1178
 FS1178                          STATION RECOVERY (1972)
 FS1178
 FS1178'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1972 (MSB)
 FS1178'BLACK - 1925-GOOD
 FS1178'
 FS1178'FOUND BY HELICOPTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0615 ***********************************************************************
 JQ0615  DESIGNATION -  BLACK
 JQ0615  PID         -  JQ0615
 JQ0615  STATE/COUNTY-  NV/NYE
 JQ0615  USGS QUAD   -  BAKEOVEN CREEK (1980)
 JQ0615
 JQ0615                         *CURRENT SURVEY CONTROL
 JQ0615  ___________________________________________________________________
 JQ0615* NAD 83(1994)-  38 49 44.42512(N)    117 29 00.24119(W)     ADJUSTED  
 JQ0615* NAVD 88     -      2696.6    (meters)    8847.     (feet)  VERTCON   
 JQ0615  ___________________________________________________________________
 JQ0615  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 JQ0615  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 JQ0615
 JQ0615  HORZ ORDER  -  THIRD
 JQ0615
 JQ0615.The horizontal coordinates were established by classical geodetic methods
 JQ0615.and adjusted by the National Geodetic Survey in June 1998..
 JQ0615
 JQ0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0615
 JQ0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0615
 JQ0615.The geoid height was determined by GEOID03.
 JQ0615
 JQ0615;                    North         East     Units Scale Factor Converg.
 JQ0615;SPC NV C     - 6,452,934.710   429,085.898   MT  0.99996190   -0 30 43.6
 JQ0615;SPC NV C     -21,171,003.29  1,407,759.32   sFT  0.99996190   -0 30 43.6
 JQ0615;UTM  11      - 4,297,912.565   458,040.848   MT  0.99962168   -0 18 11.1
 JQ0615
 JQ0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0615!SPC NV C     -   0.99958063  x   0.99996190  =   0.99954254
 JQ0615!UTM  11      -   0.99958063  x   0.99962168  =   0.99920247
 JQ0615
 JQ0615                          SUPERSEDED SURVEY CONTROL
 JQ0615
 JQ0615  NAD 83(1986)-  38 49 44.43151(N)    117 29 00.24084(W) AD(       ) 3
 JQ0615  NGVD 29 (03/27/92) 2695.2    (m)         8843.     (f) VERT ANG       
 JQ0615
 JQ0615.Superseded values are not recommended for survey control.
 JQ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0615.See file dsdata.txt to determine how the superseded data were derived.
 JQ0615
 JQ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC5804197913(NAD 83)
 JQ0615_MARKER: DS = TRIANGULATION STATION DISK
 JQ0615_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0615_SP_SET: SET IN ROCK OUTCROP
 JQ0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0615+STABILITY: POSITION/ELEVATION WELL
 JQ0615
 JQ0615  HISTORY     - Date     Condition        Report By
 JQ0615  HISTORY     - 1946     MONUMENTED       USGS
 JQ0615
 JQ0615                          STATION DESCRIPTION
 JQ0615
 JQ0615'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 JQ0615'LOCATED ABOUT 6 MI. E. OF GRANTSVILLE AND ABOUT 11 MI. S. OF REESE
 JQ0615'RIVER POST OFFICE (RANGER STATION), ON A PEAK WHICH LIES BETWEEN
 JQ0615'INDIAN VALLEY AND REESE RIVER VALLEY.
 JQ0615'
 JQ0615'TO REACH FROM REESE RIVER POST OFFICE, FOLLOW UP REESE RIVER VALLEY
 JQ0615'RD. FOR ABOUT 11.8 MI., LEAVE TRUCK AND CLIMB RIDGE TOWARD E. TO
 JQ0615'TOP AND STATION.  ABOUT A 2-HOUR PACK.
 JQ0615'
 JQ0615'STATION MARK--STANDARD TABLET STAMPED---BLACK 1946---, CEMENTED IN
 JQ0615'SOLID ROCK.
 JQ0615'
 JQ0615'RM NO. 1--STANDARD REFERENCE MARK TABLET CEMENTED IN SOLID ROCK.
 JQ0615'
 JQ0615'RM NO. 2--STANDARD REFERENCE MARK TABLET CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0714 ***********************************************************************
 MU0714  DESIGNATION -  BLACK
 MU0714  PID         -  MU0714
 MU0714  STATE/COUNTY-  NV/HUMBOLDT
 MU0714  USGS QUAD   -  BLACK RIDGE (1980)
 MU0714
 MU0714                         *CURRENT SURVEY CONTROL
 MU0714  ___________________________________________________________________
 MU0714* NAD 83(1994)-  41 41 20.58573(N)    117 23 26.65654(W)     ADJUSTED  
 MU0714* NAVD 88     -      2146.8    (meters)    7043.     (feet)  VERTCON   
 MU0714  ___________________________________________________________________
 MU0714  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 MU0714  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 MU0714
 MU0714  HORZ ORDER  -  THIRD
 MU0714
 MU0714.The horizontal coordinates were established by classical geodetic methods
 MU0714.and adjusted by the National Geodetic Survey in June 1998..
 MU0714
 MU0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0714
 MU0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0714
 MU0714.The geoid height was determined by GEOID03.
 MU0714
 MU0714;                    North         East     Units Scale Factor Converg.
 MU0714;SPC NV W     - 4,770,851.639   899,277.923   MT  1.00002125   +0 47 35.7
 MU0714;SPC NV W     -15,652,369.09  2,950,380.99   sFT  1.00002125   +0 47 35.7
 MU0714;UTM  11      - 4,615,326.661   467,482.922   MT  0.99961301   -0 15 35.6
 MU0714
 MU0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0714!SPC NV W     -   0.99966625  x   1.00002125  =   0.99968750
 MU0714!UTM  11      -   0.99966625  x   0.99961301  =   0.99927939
 MU0714
 MU0714                          SUPERSEDED SURVEY CONTROL
 MU0714
 MU0714  NAD 83(1991)-  41 41 20.59018(N)    117 23 26.65712(W) AD(       ) 3
 MU0714  NGVD 29 (11/09/93) 2145.6    (m)         7039.     (f) VERT ANG       
 MU0714
 MU0714.Superseded values are not recommended for survey control.
 MU0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0714.See file dsdata.txt to determine how the superseded data were derived.
 MU0714
 MU0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG6748315327(NAD 83)
 MU0714_MARKER: DB = BENCH MARK DISK
 MU0714_SETTING: 66 = SET IN ROCK OUTCROP
 MU0714_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0714+STABILITY: POSITION/ELEVATION WELL
 MU0714
 MU0714  HISTORY     - Date     Condition        Report By
 MU0714  HISTORY     - 1975     MONUMENTED       USGS
 MU0714
 MU0714                          STATION DESCRIPTION
 MU0714
 MU0714'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 MU0714'LOCATED ABOUT 27 MI SE. OF MCDERMITT, ABOUT 16 MI NE. OF PARADISE
 MU0714'VALLEY POST OFFICE, ABOUT 8 MI W. OF GREELY CROSSING.  AT EXTREME
 MU0714'SOUTH END OF SHARP-POINTED RIM ROCK MESA KNOWN LOCALLY AS BLACK
 MU0714'RIDGE.
 MU0714'
 MU0714'STATION REACHED BY HELICOPTER.
 MU0714'
 MU0714'STATION MARK--STANDARD TABLET STAMPED---VABM BLACK 1975---,
 MU0714'CEMENTED IN DRILL HOLE IN LARGE FLAT LAVA OUTCROP.
 MU0714'
 MU0714'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1293 ***********************************************************************
 JR1293  DESIGNATION -  BLACK
 JR1293  PID         -  JR1293
 JR1293  STATE/COUNTY-  NV/MINERAL
 JR1293  USGS QUAD   -  HUSSMAN SPRING (1988)
 JR1293
 JR1293                         *CURRENT SURVEY CONTROL
 JR1293  ___________________________________________________________________
 JR1293* NAD 83(1994)-  38 56 39.20556(N)    118 54 44.32043(W)     ADJUSTED  
 JR1293* NAVD 88     -      2470.7    (meters)    8106.     (feet)  VERTCON   
 JR1293  ___________________________________________________________________
 JR1293  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 JR1293  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 JR1293
 JR1293  HORZ ORDER  -  THIRD
 JR1293
 JR1293.The horizontal coordinates were established by classical geodetic methods
 JR1293.and adjusted by the National Geodetic Survey in June 1998..
 JR1293
 JR1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1293
 JR1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1293
 JR1293.The geoid height was determined by GEOID03.
 JR1293
 JR1293;                    North         East     Units Scale Factor Converg.
 JR1293;SPC NV W     - 4,465,458.575   771,482.286   MT  0.99991001   -0 12 24.4
 JR1293;SPC NV W     -14,650,425.34  2,531,104.80   sFT  0.99991001   -0 12 24.4
 JR1293;UTM  11      - 4,312,325.817   334,273.162   MT  0.99993821   -1 12 08.2
 JR1293
 JR1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1293!SPC NV W     -   0.99961638  x   0.99991001  =   0.99952642
 JR1293!UTM  11      -   0.99961638  x   0.99993821  =   0.99955461
 JR1293
 JR1293|---------------------------------------------------------------------|
 JR1293| PID    Reference Object                     Distance      Geod. Az  |
 JR1293|                                                           dddmmss.s |
 JR1293| CS8823 BLACK RM 1                           11.433 METERS 00630     |
 JR1293| CS8824 BLACK RM 2                           13.573 METERS 18747     |
 JR1293|---------------------------------------------------------------------|
 JR1293
 JR1293                          SUPERSEDED SURVEY CONTROL
 JR1293
 JR1293  NAD 83(1992)-  38 56 39.21313(N)    118 54 44.31916(W) AD(       ) 3
 JR1293  NGVD 29 (03/15/94) 2469.5    (m)         8102.     (f) VERT ANG       
 JR1293
 JR1293.Superseded values are not recommended for survey control.
 JR1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1293.See file dsdata.txt to determine how the superseded data were derived.
 JR1293
 JR1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD3427312326(NAD 83)
 JR1293_MARKER: DS = TRIANGULATION STATION DISK
 JR1293_SETTING: 80 = SET IN A BOULDER
 JR1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR1293+STABILITY: SURFACE MOTION
 JR1293
 JR1293  HISTORY     - Date     Condition        Report By
 JR1293  HISTORY     - 1963     MONUMENTED       USGS
 JR1293
 JR1293                          STATION DESCRIPTION
 JR1293
 JR1293'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JR1293'LOCATED 33 MI NW. OF HAWTHORNE, 5.5 MI W. OF SCHURZ.  ON HIGH
 JR1293'RIDGE THICKLY FORESTED BY PINON PINES.
 JR1293'
 JR1293'REACHED BY HELICOPTER.
 JR1293'
 JR1293'STATION MARK--STANDARD TABLET STAMPED---BLACK 1963---, CEMENTED IN
 JR1293'LAVA ROCK FLUSH WITH GROUND.
 JR1293'
 JR1293'RM 1--STANDARD RM TABLET STAMPED---RM NO 1 1963---, CEMENTED IN
 JR1293'LAVA ROCK PROJECTING 0.5 FT.
 JR1293'
 JR1293'RM 2--STANDARD RM TABLET STAMPED---RM NO 2 1963---, CEMENTED IN
 JR1293'LAVA ROCK PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0245 ***********************************************************************
 JP0245  DESIGNATION -  BLACK A
 JP0245  PID         -  JP0245
 JP0245  STATE/COUNTY-  NV/NYE
 JP0245  USGS QUAD   -  LOCKES (1980)
 JP0245
 JP0245                         *CURRENT SURVEY CONTROL
 JP0245  ___________________________________________________________________
 JP0245* NAD 83(1994)-  38 31 05.30959(N)    115 50 29.33470(W)     ADJUSTED  
 JP0245* NAVD 88     -      1634.570  (meters)    5362.75   (feet)  ADJUSTED  
 JP0245  ___________________________________________________________________
 JP0245  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 JP0245  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 JP0245  DYNAMIC HT  -        1632.848 (meters)    5357.10  (feet)  COMP
 JP0245  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 JP0245
 JP0245  HORZ ORDER  -  FIRST
 JP0245  VERT ORDER  -  FIRST     CLASS I
 JP0245
 JP0245.The horizontal coordinates were established by classical geodetic methods
 JP0245.and adjusted by the National Geodetic Survey in June 1998..
 JP0245
 JP0245.The orthometric height was determined by differential leveling
 JP0245.and adjusted by the National Geodetic Survey in June 1991..
 JP0245
 JP0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0245
 JP0245.The geoid height was determined by GEOID03.
 JP0245
 JP0245.The dynamic height is computed by dividing the NAVD 88
 JP0245.geopotential number by the normal gravity value computed on the
 JP0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0245.degrees latitude (g = 980.6199 gals.).
 JP0245
 JP0245.The modeled gravity was interpolated from observed gravity values.
 JP0245
 JP0245;                    North         East     Units Scale Factor Converg.
 JP0245;SPC NV C     - 6,418,435.020   571,958.462   MT  0.99996375   +0 30 50.1
 JP0245;SPC NV C     -21,057,815.56  1,876,500.39   sFT  0.99996375   +0 30 50.1
 JP0245;UTM  11      - 4,263,942.379   600,996.535   MT  0.99972561   +0 43 17.6
 JP0245
 JP0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0245!SPC NV C     -   0.99974726  x   0.99996375  =   0.99971102
 JP0245!UTM  11      -   0.99974726  x   0.99972561  =   0.99947294
 JP0245
 JP0245|---------------------------------------------------------------------|
 JP0245| PID    Reference Object                     Distance      Geod. Az  |
 JP0245|                                                           dddmmss.s |
 JP0245| JP0244 BLACK B                             315.634 METERS 05341     |
 JP0245| JP0238 BLACK D                             446.684 METERS 0984143.0 |
 JP0245| JP0241 BLACK E                             315.682 METERS 14341     |
 JP0245| JP0246 BLACK F                             403.648 METERS 1824600.2 |
 JP0245|---------------------------------------------------------------------|
 JP0245
 JP0245                          SUPERSEDED SURVEY CONTROL
 JP0245
 JP0245  NAD 83(1986)-  38 31 05.30428(N)    115 50 29.33632(W) AD(       ) 1
 JP0245  NAD 27      -  38 31 05.54795(N)    115 50 26.18837(W) AD(       ) 1
 JP0245  NGVD 29 (??/??/92) 1633.453  (m)         5359.09   (f) ADJ UNCH    1 1
 JP0245
 JP0245.Superseded values are not recommended for survey control.
 JP0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0245.See file dsdata.txt to determine how the superseded data were derived.
 JP0245
 JP0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC0099763942(NAD 83)
 JP0245_MARKER: DR = REFERENCE MARK DISK
 JP0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0245_STAMPING: BLACK-A 1968
 JP0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0245+STABILITY: SURFACE MOTION
 JP0245
 JP0245  HISTORY     - Date     Condition        Report By
 JP0245  HISTORY     - 1968     MONUMENTED       CGS
 JP0245  HISTORY     - 1968     GOOD             CGS
 JP0245  HISTORY     - 1969     GOOD             CGS
 JP0245  HISTORY     - 1969     GOOD             NGS
 JP0245
 JP0245                          STATION DESCRIPTION
 JP0245
 JP0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 JP0245'NO REFERENCE MARKS OR AZIMUTH MARK ESTABLISHED FOR THIS STATION.
 JP0245'
 JP0245'THE STATION IS LOCATED ABOUT 35 MILES NORTHEAST OF WARM SPRINGS,
 JP0245'26 MILES SOUTHWEST OF CURRANT ON THE WEST SIDE OF RAILROAD VALLEY.
 JP0245'
 JP0245'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 JP0245'STATE HIGHWAY 25 IN WARM SPRINGS, GO NORTHEAST ON U.S. HIGHWAY
 JP0245'6 FOR 14.65 MILES TO THE BLUE JAY MAINTENANCE STATION ON THE
 JP0245'RIGHT, CONTINUE NORTHEAST ON U.S. HIGHWAY 6 FOR 25.7 MILES TO A
 JP0245'CURVE IN THE HIGHWAY AND SIGN WATCH FOR LIVESTOCK, CONTINUE
 JP0245'NORTHEAST ON U.S. HIGHWAY 6 FOR 0.4 MILE TO A WASH AND A DIM
 JP0245'TRACK ROAD ON THE LEFT, TURN LEFT NORTHWEST, ON THE TRACK ROAD
 JP0245'FOR 0.35 MILE TO A DIM TRACK ROAD ON THE LEFT, TURN LEFT,
 JP0245'WEST, FOR 0.1 MILE TO THE END OF TRACK ROAD AND THE STATION.
 JP0245'
 JP0245'STATION MARK, IS A STANDARD DISK STAMPED BLACK-A 1968, SET IN
 JP0245'THE TOP OF AN 11-INCH SQUARE CONCRETE POST WHICH PROJECTS 3
 JP0245'INCHES ABOVE THE GROUND SURFACE, AND 390 FEET NORTH OF THE CENTER
 JP0245'OF U.S. HIGHWAY 6.
 JP0245'
 JP0245'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 JP0245
 JP0245                          STATION RECOVERY (1968)
 JP0245
 JP0245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 JP0245'26 MI SW FROM CURRANT.
 JP0245'40.8 MILES NORTHEAST ALONG U.S. HIGHWAY 6, FROM WARM SPRINGS, ABOUT
 JP0245'390 FEET NORTH OF THE HIGHWAY, SET IN THE TOP OF AN 11 INCH CONCRETE
 JP0245'CYLINDER WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 JP0245
 JP0245                          STATION RECOVERY (1969)
 JP0245
 JP0245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 JP0245'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 JP0245'DESCRIBED IN THE 1968 DESCRIPTION.
 JP0245'
 JP0245'NO NOTICEABLE MOVEMENT IN THE AREA OF THIS STATION.
 JP0245'
 JP0245'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JP0245'26 MILES SOUTHWEST OF CURRANT.
 JP0245
 JP0245                          STATION RECOVERY (1969)
 JP0245
 JP0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JP0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0244 ***********************************************************************
 JP0244  DESIGNATION -  BLACK B
 JP0244  PID         -  JP0244
 JP0244  STATE/COUNTY-  NV/NYE
 JP0244  USGS QUAD   -  LOCKES (1980)
 JP0244
 JP0244                         *CURRENT SURVEY CONTROL
 JP0244  ___________________________________________________________________
 JP0244* NAD 83(1994)-  38 31 11.37077(N)    115 50 18.83515(W)     ADJUSTED  
 JP0244* NAVD 88     -      1623.448  (meters)    5326.26   (feet)  ADJUSTED  
 JP0244  ___________________________________________________________________
 JP0244  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 JP0244  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 JP0244  DYNAMIC HT  -        1621.740 (meters)    5320.66  (feet)  COMP
 JP0244  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 JP0244
 JP0244  HORZ ORDER  -  FIRST
 JP0244  VERT ORDER  -  FIRST     CLASS I
 JP0244
 JP0244.The horizontal coordinates were established by classical geodetic methods
 JP0244.and adjusted by the National Geodetic Survey in June 1998..
 JP0244
 JP0244.The orthometric height was determined by differential leveling
 JP0244.and adjusted by the National Geodetic Survey in June 1991..
 JP0244
 JP0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0244
 JP0244.The geoid height was determined by GEOID03.
 JP0244
 JP0244.The dynamic height is computed by dividing the NAVD 88
 JP0244.geopotential number by the normal gravity value computed on the
 JP0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0244.degrees latitude (g = 980.6199 gals.).
 JP0244
 JP0244.The modeled gravity was interpolated from observed gravity values.
 JP0244
 JP0244;                    North         East     Units Scale Factor Converg.
 JP0244;SPC NV C     - 6,418,624.188   572,211.115   MT  0.99996419   +0 30 56.7
 JP0244;SPC NV C     -21,058,436.19  1,877,329.30   sFT  0.99996419   +0 30 56.7
 JP0244;UTM  11      - 4,264,132.416   601,248.441   MT  0.99972624   +0 43 24.2
 JP0244
 JP0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0244!SPC NV C     -   0.99974900  x   0.99996419  =   0.99971320
 JP0244!UTM  11      -   0.99974900  x   0.99972624  =   0.99947531
 JP0244
 JP0244:                Primary Azimuth Mark                     Grid Az
 JP0244:SPC NV C     -  BLACK C                                  102 39 30.1
 JP0244:UTM  11      -  BLACK C                                  102 27 02.6
 JP0244
 JP0244|---------------------------------------------------------------------|
 JP0244| PID    Reference Object                     Distance      Geod. Az  |
 JP0244|                                                           dddmmss.s |
 JP0244| JP0243 BLACK C                             409.127 METERS 1031026.8 |
 JP0244| JP0238 BLACK D                             315.879 METERS 14339     |
 JP0244| JP0241 BLACK E                             446.396 METERS 1884111.9 |
 JP0244| JP0245 BLACK A                             315.634 METERS 23342     |
 JP0244|---------------------------------------------------------------------|
 JP0244
 JP0244                          SUPERSEDED SURVEY CONTROL
 JP0244
 JP0244  NAD 83(1986)-  38 31 11.36547(N)    115 50 18.83671(W) AD(       ) 1
 JP0244  NAD 27      -  38 31 11.60921(N)    115 50 15.68907(W) AD(       ) 1
 JP0244  NGVD 29 (??/??/92) 1622.331  (m)         5322.60   (f) ADJ UNCH    1 1
 JP0244
 JP0244.Superseded values are not recommended for survey control.
 JP0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0244.See file dsdata.txt to determine how the superseded data were derived.
 JP0244
 JP0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC0124864132(NAD 83)
 JP0244_MARKER: DR = REFERENCE MARK DISK
 JP0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0244_STAMPING: BLACK-B 1968
 JP0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0244+STABILITY: SURFACE MOTION
 JP0244
 JP0244  HISTORY     - Date     Condition        Report By
 JP0244  HISTORY     - 1968     MONUMENTED       CGS
 JP0244  HISTORY     - 1968     GOOD             CGS
 JP0244  HISTORY     - 1969     GOOD             CGS
 JP0244  HISTORY     - 1969     GOOD             NGS
 JP0244
 JP0244                          STATION DESCRIPTION
 JP0244
 JP0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 JP0244'NO REFERENCE MARKS OR AZIMUTH MARK ESTABLISHED.
 JP0244'
 JP0244'THE STATION IS LOCATED ABOUT 26 MILES SOUTHWEST OF CURRANT,
 JP0244'1/4 MILE NORTH OF U.S. HIGHWAY 6 ON THE WEST SIDE OF RAILROAD
 JP0244'VALLEY.
 JP0244'
 JP0244'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 JP0244'STATE HIGHWAY 25 IN WARM SPRINGS, GO NORTHEAST ON U.S. HIGHWAY
 JP0244'6 FOR 14.65 MILES TO THE BLUE JAY MAINTENANCE STATION ON THE
 JP0244'RIGHT.  CONTINUE NORTHEAST ON U.S. HIGHWAY 6 FOR 8.1 MILES TO
 JP0244'A CATTLE GUARD.  CONTINUE ON THE HIGHWAY FOR 14.4 MILES TO WHERE
 JP0244'A POWER LINE CROSSES U.S. HIGHWAY 6, AT THE TOP OF A
 JP0244'SUMMIT.  CONTINUE ON THE HIGHWAY FOR 4.75 MILES TO A CULVERT.
 JP0244'TURN SHARP LEFT UP WASH ON BLADED ROAD FOR 0.3 MILE TO A TRACK
 JP0244'ROAD RIGHT.  TURN RIGHT ON TRACK ROAD FOR 0.05 MILE TO THE
 JP0244'STATION.
 JP0244'
 JP0244'THE STATION MARK IS A STANDARD DISK, STAMPED BLACK-B 1968, SET
 JP0244'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JP0244'3 INCHES ABOVE THE GROUND SURFACE.
 JP0244
 JP0244                          STATION RECOVERY (1968)
 JP0244
 JP0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 JP0244'26 MI SW FROM CURRANT.
 JP0244'41 MILES NORTHEAST ALONG U.S. HIGHWAY 6, FROM WARM SPRINGS, ABOUT 1050
 JP0244'FEET NORTH OF THE HIGHWAY AND SET IN THE TOP OF A 13 BY 13 INCH SQUARE
 JP0244'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 JP0244
 JP0244                          STATION RECOVERY (1969)
 JP0244
 JP0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 JP0244'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 JP0244'DESCRIBED IN THE 1968 DESCRIPTION.
 JP0244'
 JP0244'NO NOTICEABLE MOVEMENT IN THE AREA OF THIS STATION.
 JP0244'
 JP0244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JP0244'26 MILES SOUTHWEST OF CURRANT.
 JP0244
 JP0244                          STATION RECOVERY (1969)
 JP0244
 JP0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JP0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0468 ***********************************************************************
 KQ0468  DESIGNATION -  BLACK BUTTE
 KQ0468  PID         -  KQ0468
 KQ0468  STATE/COUNTY-  NV/NYE
 KQ0468  USGS QUAD   -  BURNT CABIN SUMMIT (1980)
 KQ0468
 KQ0468                         *CURRENT SURVEY CONTROL
 KQ0468  ___________________________________________________________________
 KQ0468* NAD 83(1994)-  39 01 48.78468(N)    117 46 30.70870(W)     ADJUSTED  
 KQ0468* NAVD 88     -      2300.0    (meters)    7546.     (feet)  VERTCON   
 KQ0468  ___________________________________________________________________
 KQ0468  LAPLACE CORR-           8.13  (seconds)                    DEFLEC99
 KQ0468  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 KQ0468
 KQ0468  HORZ ORDER  -  SECOND
 KQ0468
 KQ0468.The horizontal coordinates were established by classical geodetic methods
 KQ0468.and adjusted by the National Geodetic Survey in June 1998..
 KQ0468
 KQ0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0468
 KQ0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0468
 KQ0468.The geoid height was determined by GEOID03.
 KQ0468
 KQ0468;                    North         East     Units Scale Factor Converg.
 KQ0468;SPC NV C     - 6,475,537.555   404,021.220   MT  1.00001339   -0 41 53.3
 KQ0468;SPC NV C     -21,245,159.46  1,325,526.29   sFT  1.00001339   -0 41 53.3
 KQ0468;SPC NV W     - 4,475,263.577   869,969.658   MT  0.99996026   +0 30 32.1
 KQ0468;SPC NV W     -14,682,593.92  2,854,225.45   sFT  0.99996026   +0 30 32.1
 KQ0468;UTM  11      - 4,320,415.760   432,902.477   MT  0.99965543   -0 29 17.5
 KQ0468
 KQ0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0468!SPC NV C     -   0.99964292  x   1.00001339  =   0.99965630
 KQ0468!SPC NV W     -   0.99964292  x   0.99996026  =   0.99960319
 KQ0468!UTM  11      -   0.99964292  x   0.99965543  =   0.99929847
 KQ0468
 KQ0468:                Primary Azimuth Mark                     Grid Az
 KQ0468:SPC NV C     -  BLACK BUTTE AZ MK                        048 44 00.5
 KQ0468:SPC NV W     -  BLACK BUTTE AZ MK                        047 31 35.1
 KQ0468:UTM  11      -  BLACK BUTTE AZ MK                        048 31 24.7
 KQ0468
 KQ0468|---------------------------------------------------------------------|
 KQ0468| PID    Reference Object                     Distance      Geod. Az  |
 KQ0468|                                                           dddmmss.s |
 KQ0468| DA8758 BLACK BUTTE AZ MK                                  0480207.2 |
 KQ0468| DA8759 BLACK BUTTE RM 1                      3.773 METERS 07842     |
 KQ0468| KQ0469 PENALAS                               6.362 METERS 16413     |
 KQ0468| DA8760 BLACK BUTTE RM 2                      5.865 METERS 30021     |
 KQ0468|---------------------------------------------------------------------|
 KQ0468
 KQ0468                          SUPERSEDED SURVEY CONTROL
 KQ0468
 KQ0468  NAD 83(1986)-  39 01 48.79821(N)    117 46 30.70680(W) AD(       ) 2
 KQ0468  NAD 27      -  39 01 49.06700(N)    117 46 27.32200(W) AD(       ) 2
 KQ0468  NGVD 29 (03/11/99) 2298.7    (m)         7542.     (f) VERT ANG       
 KQ0468
 KQ0468.Superseded values are not recommended for survey control.
 KQ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0468.See file dsdata.txt to determine how the superseded data were derived.
 KQ0468
 KQ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD3290220416(NAD 83)
 KQ0468_MARKER: DS = TRIANGULATION STATION DISK
 KQ0468_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0468+STABILITY: POSITION/ELEVATION WELL
 KQ0468
 KQ0468  HISTORY     - Date     Condition        Report By
 KQ0468  HISTORY     - 1954     MONUMENTED       CGS
 KQ0468  HISTORY     - 1969     GOOD             USGS
 KQ0468
 KQ0468                          STATION DESCRIPTION
 KQ0468
 KQ0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0468'THE STATION IS LOCATED 45 MILES SOUTHWEST OF AUSTIN, 20 MILES
 KQ0468'SOUTH OF EASTGATE AND 10 MILES NORTHWEST OF IONE.  IT IS ON THE
 KQ0468'HIGHEST POINT OF A SHARP ROCKY HILL, THAT IS COVERED WITH TREES.
 KQ0468'THE STATION HILL DROPS SHARPLY AWAY TO THE EAST, WEST AND NORTH,
 KQ0468'TO THE SOUTH IS A GRADUAL SLOPE DOWN AND TOWARD MUCH HIGHER
 KQ0468'HILLS.
 KQ0468'
 KQ0468'TO REACH THE STATION FROM THE POST OFFICE IN IONE, GO WEST FOR
 KQ0468'0.1 MILE TO A FORK, KEEP RIGHT AND GO 3.85 MILES TO A FORK
 KQ0468'AND A SIGN ELLSWORTH.  CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD
 KQ0468'AND GO NORTH FOR 8.6 MILES TO A REVERSE Y.  TURN SHARP LEFT AND
 KQ0468'GO 0.7 MILE TO A FORK.  TURN LEFT AND GO 0.7 MILE TO A CROSSROAD.
 KQ0468'CONTINUE STRAIGHT AHEAD, SOUTH FOR 0.5 MILE TO A CROSSROAD.
 KQ0468'HERE CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.0 MILE TO THE
 KQ0468'AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, SOUTH,
 KQ0468'FOR ABOUT 100 FEET TO A DIM ROAD RIGHT.  TURN RIGHT AND GO
 KQ0468'WESTERLY FOR 1.3 MILES TO THE END OF THE DIM ROAD AND UP THE
 KQ0468'HILL AS FAR AS POSSIBLE TO THE END OF TRUCK TRAVEL.  PACK WEST
 KQ0468'AND THEN NORTH UP TO THE HIGHEST POINT OF THE HILL AND THE
 KQ0468'STATION.
 KQ0468'
 KQ0468'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 KQ0468'BEDROCK THAT PROJECTS 6 INCHES.  IT IS STAMPED BLACK BUTTE
 KQ0468'1954.
 KQ0468'
 KQ0468'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KQ0468'IN BEDROCK THAT PROJECTS 12 INCHES.  IT IS STAMPED BLACK BUTTE
 KQ0468'NO 1 1954.
 KQ0468'
 KQ0468'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 KQ0468'BEDROCK THAT PROJECTS 3 INCHES.  IT IS STAMPED BLACK BUTTE NO 2
 KQ0468'1954.
 KQ0468'
 KQ0468'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A ROUND CONCRETE
 KQ0468'POST THAT PROJECTS 2 INCHES.  IT IS STAMPED BLACK BUTTE 1954.
 KQ0468'THE MARK IS 100 FEET NORTH OF A DIM TRACK ROAD, 8 FEET WEST
 KQ0468'OF A TRACK ROAD, BOTH ROADS LEAD TO THE STATION, AND 1 FOOT
 KQ0468'SOUTH OF A WHITE WITNESS POST.  THE AZIMUTH MARK IS REACHED
 KQ0468'ON THE WAY TO THE STATION AS DESCRIBED.
 KQ0468'
 KQ0468'THERE IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK CEMENTED
 KQ0468'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES, NEAR THE
 KQ0468'STATION.  IT IS STAMPED PENALAS 1944.  IT IS COVERED WITH A
 KQ0468'CAIRN 5 FEET IN DIAMETER, 5 FEET HIGH AND 2 FEET ABOVE STATION
 KQ0468'ELEVATION.
 KQ0468
 KQ0468                          STATION RECOVERY (1969)
 KQ0468
 KQ0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KQ0468'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-3 STATION 1004.
 KQ0468'STATION MARK--STANDARD DISC STAMPED---BLACK BUTTE 1954---CEMENTED IN A
 KQ0468'DRILL HOLE IN BEDROCK THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1570 ***********************************************************************
 KR1570  DESIGNATION -  BLACK BUTTE
 KR1570  PID         -  KR1570
 KR1570  STATE/COUNTY-  NV/CHURCHILL
 KR1570  USGS QUAD   -  HAZEN (1985)
 KR1570
 KR1570                         *CURRENT SURVEY CONTROL
 KR1570  ___________________________________________________________________
 KR1570* NAD 83(1994)-  39 34 45.32677(N)    119 03 28.06495(W)     ADJUSTED  
 KR1570* NAVD 88     -      1456.3    (meters)    4778.     (feet)  VERTCON   
 KR1570  ___________________________________________________________________
 KR1570  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 KR1570  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 KR1570
 KR1570  HORZ ORDER  -  FIRST
 KR1570
 KR1570.The horizontal coordinates were established by classical geodetic methods
 KR1570.and adjusted by the National Geodetic Survey in June 1998..
 KR1570
 KR1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1570
 KR1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1570
 KR1570.The geoid height was determined by GEOID03.
 KR1570
 KR1570;                    North         East     Units Scale Factor Converg.
 KR1570;SPC NV W     - 4,536,009.337   759,240.236   MT  0.99992045   -0 18 08.3
 KR1570;SPC NV W     -14,881,890.63  2,490,940.67   sFT  0.99992045   -0 18 08.3
 KR1570;UTM  11      - 4,383,083.206   323,266.629   MT  0.99998457   -1 18 41.2
 KR1570
 KR1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1570!SPC NV W     -   0.99977539  x   0.99992045  =   0.99969586
 KR1570!UTM  11      -   0.99977539  x   0.99998457  =   0.99975996
 KR1570
 KR1570|---------------------------------------------------------------------|
 KR1570| PID    Reference Object                     Distance      Geod. Az  |
 KR1570|                                                           dddmmss.s |
 KR1570| KR1569 HAZEN CAIRN                           3.840 METERS 02603     |
 KR1570| DB6319 BLACK BUTTE RM 1                      4.693 METERS 08625     |
 KR1570| KR0701 B 48                                               1415549.9 |
 KR1570| DB6320 BLACK BUTTE RM 2                      7.485 METERS 18601     |
 KR1570|---------------------------------------------------------------------|
 KR1570
 KR1570                          SUPERSEDED SURVEY CONTROL
 KR1570
 KR1570  NAD 83(1992)-  39 34 45.33193(N)    119 03 28.05319(W) AD(       ) 1
 KR1570  NAD 83(1986)-  39 34 45.33190(N)    119 03 28.05116(W) AD(       ) 1
 KR1570  NAD 27      -  39 34 45.64300(N)    119 03 24.46500(W) AD(       ) 1
 KR1570  NGVD 29 (07/19/86) 1455.3    (m)         4775.     (f) VERT ANG       
 KR1570
 KR1570.Superseded values are not recommended for survey control.
 KR1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1570.See file dsdata.txt to determine how the superseded data were derived.
 KR1570
 KR1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD2326783083(NAD 83)
 KR1570_MARKER: DS = TRIANGULATION STATION DISK
 KR1570_SETTING: 80 = SET IN A BOULDER
 KR1570_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KR1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1570+STABILITY: SURFACE MOTION
 KR1570
 KR1570  HISTORY     - Date     Condition        Report By
 KR1570  HISTORY     - 1951     MONUMENTED       CGS
 KR1570  HISTORY     - 1956     GOOD             USGS
 KR1570  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KR1570
 KR1570                          STATION DESCRIPTION
 KR1570
 KR1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1570'THE STATION IS LOCATED ABOUT 17 MILES AIR LINE NORTHWEST OF
 KR1570'FALLON, 8 MILES AIR LINE EAST OF FERNLEY, AND 1 MILE NORTHWEST
 KR1570'OF HAZEN.  IT IS ABOUT 30 FEET SOUTH OF AND 3 FEET LOWER THAN
 KR1570'THE HIGHEST POINT OF A PROMINENT ROCKY BUTTE.
 KR1570'
 KR1570'TO REACH FROM THE DEPOT IN HAZEN, GO WEST ALONG THE PAVED ROAD
 KR1570'ON THE SOUTH SIDE OF THE RAILROAD TRACKS FOR 0.2 MILE TO A
 KR1570'CROSSROAD.  TURN RIGHT, CROSS THE RAILROAD TRACKS AND FOLLOW
 KR1570'THE ROAD EAST FOR 0.55 MILE TO A FORK.  TAKE THE LEFT FORK
 KR1570'AND GO 0.5 MILE.  TURN LEFT AND PICK WAY ACROSS COUNTRY,
 KR1570'KEEPING TO THE NORTH OF A SMALL BUTTE, FOR 1.0 MILE TO THE
 KR1570'END OF TRUCK TRAVEL AT THE EAST BASE OF THE BUTTE.  PACK
 KR1570'WESTERLY UP THE STEEP SLOPE TO THE HIGHEST POINT AND THE
 KR1570'STATION.  A 30-MINUTE PACK.
 KR1570'
 KR1570'THE STATION MARK IS A STANDARD STATION MARK DISK SET IN A DRILL
 KR1570'HOLE IN A BOULDER WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 KR1570'THE MARK IS STAMPED BLACK BUTTE 1951.
 KR1570'
 KR1570'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK
 KR1570'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 FOOT ABOVE
 KR1570'THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 KR1570'THE MARK IS STAMPED BLACK BUTTE NO 1 1951.
 KR1570'
 KR1570'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK
 KR1570'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES
 KR1570'ABOVE THE GROUND.  IT IS ABOUT 18 INCHES LOWER THAN THE STATION.
 KR1570'THE MARK IS STAMPED BLACK BUTTE NO 2 1951.
 KR1570'
 KR1570'BENCH MARK B 48 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 KR1570'BENCH MARK SET IN A SQUARE BLOCK OF CONCRETE WHICH PROJECTS
 KR1570'6 INCHES ABOVE THE GROUND.  IT IS LOCATED 165 FEET WEST OF
 KR1570'MILEPOST 289, 87 FEET SOUTH OF THE CENTER OF THE RAILROAD
 KR1570'TRACKS, AND 66 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 KR1570'95.  THE MARK IS STAMPED B 48 1934.  THIS MARK CAN BE USED
 KR1570'FOR AN AZIMUTH.
 KR1570
 KR1570                          STATION RECOVERY (1956)
 KR1570
 KR1570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KR1570'RECOVERED AS DESCRIBED BY NGS IN 1951 IN DESCRIPTION LIST 39 119
 KR1570'1, STATION 1007.  ALL MARKS IN GOOD CONDITION.
 KR1570
 KR1570                          STATION RECOVERY (1958)
 KR1570
 KR1570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1570'THE STATION, REFERENCE MARKS 1, 2 AND BENCH MARK B 48 (AZIMUTH
 KR1570'MARK) WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 KR1570'CAIRN WHICH WAS AT THE STATION IN 1951 IS NO LONGER THERE.
 KR1570'
 KR1570'ABOVE DISTANCE AND DIRECTIONS ARE WITHIN ACCEPTABLE LIMITS,
 KR1570'AS COMPARED WITH 1951 RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0243 ***********************************************************************
 JP0243  DESIGNATION -  BLACK C
 JP0243  PID         -  JP0243
 JP0243  STATE/COUNTY-  NV/NYE
 JP0243  USGS QUAD   -  LOCKES (1980)
 JP0243
 JP0243                         *CURRENT SURVEY CONTROL
 JP0243  ___________________________________________________________________
 JP0243* NAD 83(1994)-  38 31 08.34647(N)    115 50 02.39096(W)     ADJUSTED  
 JP0243* NAVD 88     -      1607.414  (meters)    5273.66   (feet)  ADJUSTED  
 JP0243  ___________________________________________________________________
 JP0243  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 JP0243  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 JP0243  DYNAMIC HT  -        1605.727 (meters)    5268.12  (feet)  COMP
 JP0243  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 JP0243
 JP0243  HORZ ORDER  -  FIRST
 JP0243  VERT ORDER  -  FIRST     CLASS I
 JP0243
 JP0243.The horizontal coordinates were established by classical geodetic methods
 JP0243.and adjusted by the National Geodetic Survey in June 1998..
 JP0243
 JP0243.The orthometric height was determined by differential leveling
 JP0243.and adjusted by the National Geodetic Survey in June 1991..
 JP0243
 JP0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0243
 JP0243.The geoid height was determined by GEOID03.
 JP0243
 JP0243.The dynamic height is computed by dividing the NAVD 88
 JP0243.geopotential number by the normal gravity value computed on the
 JP0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0243.degrees latitude (g = 980.6199 gals.).
 JP0243
 JP0243.The modeled gravity was interpolated from observed gravity values.
 JP0243
 JP0243;                    North         East     Units Scale Factor Converg.
 JP0243;SPC NV C     - 6,418,534.536   572,610.284   MT  0.99996491   +0 31 06.9
 JP0243;SPC NV C     -21,058,142.06  1,878,638.91   sFT  0.99996491   +0 31 06.9
 JP0243;UTM  11      - 4,264,044.233   601,647.837   MT  0.99972724   +0 43 34.4
 JP0243
 JP0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0243!SPC NV C     -   0.99975152  x   0.99996491  =   0.99971644
 JP0243!UTM  11      -   0.99975152  x   0.99972724  =   0.99947883
 JP0243
 JP0243|---------------------------------------------------------------------|
 JP0243| PID    Reference Object                     Distance      Geod. Az  |
 JP0243|                                                           dddmmss.s |
 JP0243| JP0238 BLACK D                             265.657 METERS 23239     |
 JP0243| JP0244 BLACK B                             409.127 METERS 2831037.1 |
 JP0243|---------------------------------------------------------------------|
 JP0243
 JP0243                          SUPERSEDED SURVEY CONTROL
 JP0243
 JP0243  NAD 83(1986)-  38 31 08.34113(N)    115 50 02.39248(W) AD(       ) 1
 JP0243  NAD 27      -  38 31 08.58482(N)    115 49 59.24531(W) AD(       ) 1
 JP0243  NGVD 29 (??/??/92) 1606.301  (m)         5270.01   (f) ADJ UNCH    1 1
 JP0243
 JP0243.Superseded values are not recommended for survey control.
 JP0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0243.See file dsdata.txt to determine how the superseded data were derived.
 JP0243
 JP0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC0164864044(NAD 83)
 JP0243_MARKER: DS = TRIANGULATION STATION DISK
 JP0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0243_STAMPING: BLACK-C 1968
 JP0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0243+STABILITY: SURFACE MOTION
 JP0243
 JP0243  HISTORY     - Date     Condition        Report By
 JP0243  HISTORY     - 1968     MONUMENTED       CGS
 JP0243  HISTORY     - 1968     GOOD             CGS
 JP0243  HISTORY     - 1969     GOOD             CGS
 JP0243  HISTORY     - 1969     GOOD             NGS
 JP0243
 JP0243                          STATION DESCRIPTION
 JP0243
 JP0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 JP0243'NO REFERENCE MARKS OR AZIMUTH MARK WAS ESTABLISHED.
 JP0243'
 JP0243'STATION IS LOCATED ABOUT 35 MILES NORTHEAST OF WARM SPRINGS AND
 JP0243'26 MILES SOUTHWEST OF CURRANT ON THE WEST SIDE OF RAILROAD VALLEY.
 JP0243'
 JP0243'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 JP0243'HIGHWAY 25 IN WARM SPRINGS, GO NORTHEAST ON U.S. HIGHWAY 6
 JP0243'FOR 27 MILES TO A SIDE ROAD LEFT AND SIGN MOORE STATION 16,
 JP0243'CONTINUE FOR 16 MILES TO A SMALL DRY WASH AND STATION.
 JP0243'
 JP0243'STATION MARK, A STANDARD DISK STAMPED BLACK C 1968, IS SET IN
 JP0243'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  THE
 JP0243'MARK IS 236 FEET SOUTHWEST OF CULVERT OVER DRY WASH AND 180 FEET
 JP0243'SOUTH OF CENTER OF U.S. HIGHWAY 6.
 JP0243'
 JP0243'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 JP0243
 JP0243                          STATION RECOVERY (1968)
 JP0243
 JP0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 JP0243'26 MI SW FROM CURRANT.
 JP0243'41.2 MILES NORTHEAST ALONG U.S. HIGHWAY 6, FROM WARM SPRINGS, ABOUT
 JP0243'180 FEET SOUTH OF THE HIGHWAY AND JUST SOUTH OF THE OLD HIGHWAY, 236
 JP0243'FEET SOUTH OF A DRY WASH CULVERT, AND SET IN THE TOP OF A 15-INCH
 JP0243'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 JP0243
 JP0243                          STATION RECOVERY (1969)
 JP0243
 JP0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 JP0243'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 JP0243'DESCRIBED IN THE 1968 DESCRIPTION.
 JP0243'
 JP0243'NO NOTICEABLE MOVEMENT IN THE AREA OF THIS STATION.
 JP0243'
 JP0243'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JP0243'26 MILES SOUTHWEST OF CURRANT.
 JP0243
 JP0243                          STATION RECOVERY (1969)
 JP0243
 JP0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JP0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0466 ***********************************************************************
 MU0466  DESIGNATION -  BLACK CLIFF
 MU0466  PID         -  MU0466
 MU0466  STATE/COUNTY-  NV/ELKO
 MU0466  USGS QUAD   -  SCRAPER SPRINGS (1977)
 MU0466
 MU0466                         *CURRENT SURVEY CONTROL
 MU0466  ___________________________________________________________________
 MU0466* NAD 83(1994)-  41 19 23.81094(N)    116 43 18.62393(W)     ADJUSTED  
 MU0466* NAVD 88     -      2146.7    (meters)    7043.     (feet)  VERTCON   
 MU0466  ___________________________________________________________________
 MU0466  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 MU0466  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 MU0466
 MU0466  HORZ ORDER  -  FIRST
 MU0466
 MU0466.The horizontal coordinates were established by classical geodetic methods
 MU0466.and adjusted by the National Geodetic Survey in June 1998..
 MU0466
 MU0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0466
 MU0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0466
 MU0466.The geoid height was determined by GEOID03.
 MU0466
 MU0466;                    North         East     Units Scale Factor Converg.
 MU0466;SPC NV E     - 8,730,169.923   104,689.804   MT  1.00001176   -0 45 06.6
 MU0466;SPC NV E     -28,642,232.49    343,469.80   sFT  1.00001176   -0 45 06.6
 MU0466;UTM  11      - 4,574,682.622   523,279.020   MT  0.99960667   +0 11 01.2
 MU0466
 MU0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0466!SPC NV E     -   0.99966628  x   1.00001176  =   0.99967804
 MU0466!UTM  11      -   0.99966628  x   0.99960667  =   0.99927308
 MU0466
 MU0466:                Primary Azimuth Mark                     Grid Az
 MU0466:SPC NV E     -  BLACK CLIFF AZ MK                        040 33 39.0
 MU0466:UTM  11      -  BLACK CLIFF AZ MK                        039 37 31.2
 MU0466
 MU0466|---------------------------------------------------------------------|
 MU0466| PID    Reference Object                     Distance      Geod. Az  |
 MU0466|                                                           dddmmss.s |
 MU0466| DC9804 BLACK CLIFF AZ MK                                  0394832.4 |
 MU0466| DC9805 BLACK CLIFF RM 1                      7.465 METERS 04224     |
 MU0466| DC9806 BLACK CLIFF RM 2                     10.466 METERS 24124     |
 MU0466|---------------------------------------------------------------------|
 MU0466
 MU0466                          SUPERSEDED SURVEY CONTROL
 MU0466
 MU0466  NAD 83(1986)-  41 19 23.81530(N)    116 43 18.61475(W) AD(       ) 1
 MU0466  NAD 27      -  41 19 24.15800(N)    116 43 15.23500(W) AD(       ) 1
 MU0466  NGVD 29 (11/08/90) 2145.6    (m)         7039.     (f) VERT ANG       
 MU0466
 MU0466.Superseded values are not recommended for survey control.
 MU0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0466.See file dsdata.txt to determine how the superseded data were derived.
 MU0466
 MU0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF2327974683(NAD 83)
 MU0466_MARKER: DS = TRIANGULATION STATION DISK
 MU0466_SETTING: 66 = SET IN ROCK OUTCROP
 MU0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0466+STABILITY: POSITION/ELEVATION WELL
 MU0466
 MU0466  HISTORY     - Date     Condition        Report By
 MU0466  HISTORY     - 1940     MONUMENTED       CGS
 MU0466  HISTORY     - 1955     GOOD             USGS
 MU0466  HISTORY     - 1964     GOOD             USGS
 MU0466  HISTORY     - 1973     GOOD             USGS
 MU0466  HISTORY     - 1973     GOOD             USGS
 MU0466
 MU0466                          STATION DESCRIPTION
 MU0466
 MU0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MU0466'STATION IS LOCATED ABOUT 10 MILES NE OF MIDAS, 26 MILES WNW
 MU0466'OF TUSCARORA, ON HIGHEST POINT OF LOW RIDGE, WHICH IS HIGHEST
 MU0466'POINT IN IMMEDIATE VICINITY.  THE RIDGE HAS DARK-COLORED
 MU0466'CLIFFS ON S AND A GENTLE SLOPE TO N.
 MU0466'
 MU0466'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 MU0466'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.  ALL
 MU0466'MARKS ARE STAMPED BLACK CLIFF 1940.
 MU0466'
 MU0466'REFERENCE MARK NO. 1 IS ABOUT 26 FEET NNE OF THE STATION
 MU0466'AND ABOUT 2-1/2 FEET LOWER IN ELEVATION.
 MU0466'
 MU0466'REFERENCE MARK NO. 2 IS ABOUT 34 FEET SW OF THE STATION AND
 MU0466'ABOUT 1 FOOT LOWER IN ELEVATION.
 MU0466'
 MU0466'THE AZIMUTH MARK LIES ABOUT 1 MILE NE OF THE STATION ON A
 MU0466'LOW RIDGE, ABOUT 70 PACES N OF THE ROAD ENROUTE TO STATION
 MU0466'AND 0.2 MILE W OF THE SMALL GRASSY MEADOW MENTIONED BELOW.
 MU0466'IT IS ABOUT 600 FEET LOWER IN ELEVATION THAN THE STATION.
 MU0466'
 MU0466'TO REACH STATION FROM MIDAS BY GOING SE AND E ON TUSCARORA
 MU0466'ROAD (THE MAIN-TRAVELED ROAD), 6.4 MILES TO FORK AT U.S.C.
 MU0466'AND G.S. BENCH MARK, Z-75, 1934--TAKE LEFT FORK AND FOLLOW
 MU0466'MAIN-TRAVELED ROAD NORTHEASTERLY 9.3 MILES, THENCE LEFT ON
 MU0466'TRACK ROAD 0.1 MILE TO BOARD GATE, CONTINUE 0.6 MILE TO
 MU0466'BUILDINGS AND CORRALS.  PASS BETWEEN HOUSE AND CORRALS, BEAR
 MU0466'RIGHT AROUND SW CORNER OF CORRALS AND CONTINUE 1.7 MILES,
 MU0466'THENCE LEFT ON DIM TRACK ROAD 1.8 MILES TO A SMALL GRASSY
 MU0466'MEADOW.  BEAR RIGHT ACROSS MEADOW AND CONTINUE
 MU0466'SOUTHWESTERLY ON DIM TRACKS 1.1 MILES TO A SMALL DRAW,
 MU0466'CONTINUE 0.1 MILE TO RIDGE JUST BEYOND.  HERE LEAVE ROAD,
 MU0466'BEAR LEFT UP RIDGE, PASSING TO RIGHT OF SMALL KNOB AND BACK
 MU0466'ON TO RIDGE AND CONTINUE SOUTHERLY 0.7 MILE AND THENCE
 MU0466'EASTERLY 0.3 MILE TO END OF TRUCK TRAVEL.  STATION LIES ABOUT
 MU0466'250 YARDS ESE OF THIS POINT ON A FLAT, SMALL BENCH,
 MU0466'ABOUT 5 FEET S OF THE HIGHEST BOULDER AND ABOUT 5 FEET
 MU0466'LOWER IN ELEVATION.
 MU0466
 MU0466                          STATION RECOVERY (1955)
 MU0466
 MU0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MU0466'RECOVERED AS DESCRIBED.
 MU0466
 MU0466                          STATION RECOVERY (1964)
 MU0466
 MU0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MU0466'RECOVERED AS DESCRIBED.  STATION REACHED BY HELICOPTER.
 MU0466
 MU0466                          STATION RECOVERY (1973)
 MU0466
 MU0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 MU0466'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.  RM
 MU0466'OBSERVATIONS AGREE WITH NGS.
 MU0466
 MU0466                          STATION RECOVERY (1973)
 MU0466
 MU0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 MU0466'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41116-3, STATION 1003. ALL
 MU0466'MARKS IN GOOD CONDITION. STATION MARK--STANDARD BRONZE DISK
 MU0466'STAMPED---BLACK CLIFF 1940---, WEDGED IN A DRILL HOLE IN OUTCROPPING
 MU0466'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0694 ***********************************************************************
 JP0694  DESIGNATION -  BLACK CLIFF
 JP0694  PID         -  JP0694
 JP0694  STATE/COUNTY-  NV/NYE
 JP0694  USGS QUAD   -  TIMBER MTN PASS EAST (1971)
 JP0694
 JP0694                         *CURRENT SURVEY CONTROL
 JP0694  ___________________________________________________________________
 JP0694* NAD 83(1994)-  38 03 50.28602(N)    115 06 06.12022(W)     ADJUSTED  
 JP0694* NAVD 88     -      2619.2    (meters)    8593.     (feet)  VERTCON   
 JP0694  ___________________________________________________________________
 JP0694  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 JP0694  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 JP0694
 JP0694  HORZ ORDER  -  THIRD
 JP0694
 JP0694.The horizontal coordinates were established by classical geodetic methods
 JP0694.and adjusted by the National Geodetic Survey in June 1998..
 JP0694
 JP0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0694
 JP0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0694
 JP0694.The geoid height was determined by GEOID03.
 JP0694
 JP0694;                    North         East     Units Scale Factor Converg.
 JP0694;SPC NV C     - 6,368,859.666   637,325.787   MT  1.00013219   +0 57 54.1
 JP0694;SPC NV C     -20,895,167.09  2,090,959.69   sFT  1.00013219   +0 57 54.1
 JP0694;UTM  11      - 4,214,613.663   666,528.166   MT  0.99994155   +1 10 14.3
 JP0694
 JP0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0694!SPC NV C     -   0.99959288  x   1.00013219  =   0.99972502
 JP0694!UTM  11      -   0.99959288  x   0.99994155  =   0.99953446
 JP0694
 JP0694|---------------------------------------------------------------------|
 JP0694| PID    Reference Object                     Distance      Geod. Az  |
 JP0694|                                                           dddmmss.s |
 JP0694| CS8707 BLACK CLIFF RM 1                      3.417 METERS 12526     |
 JP0694|---------------------------------------------------------------------|
 JP0694
 JP0694                          SUPERSEDED SURVEY CONTROL
 JP0694
 JP0694  NAD 83(1994)-  38 03 50.28230(N)    115 06 06.12106(W) AD(       ) 3
 JP0694  NAD 83(1986)-  38 03 50.27791(N)    115 06 06.12231(W) AD(       ) 3
 JP0694  NGVD 29 (01/04/94) 2618.0    (m)         8589.     (f) VERT ANG       
 JP0694
 JP0694.Superseded values are not recommended for survey control.
 JP0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0694.See file dsdata.txt to determine how the superseded data were derived.
 JP0694
 JP0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC6652814614(NAD 83)
 JP0694_MARKER: DS = TRIANGULATION STATION DISK
 JP0694_SETTING: 80 = SET IN A BOULDER
 JP0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0694+STABILITY: SURFACE MOTION
 JP0694
 JP0694  HISTORY     - Date     Condition        Report By
 JP0694  HISTORY     - 1971     MONUMENTED       USGS
 JP0694
 JP0694                          STATION DESCRIPTION
 JP0694
 JP0694'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0694'LOCATED ABOUT 40.0 MI NW. OF CALIENTE, 34 MI WNW. OF PIOCHE.  ON
 JP0694'HIGHEST PEAK AT EXTREME NORTH END OF SEAMAN RANGE, ON WEST SIDE
 JP0694'OF WHITE RIVER VALLEY.
 JP0694'
 JP0694'STATION REACHED BY HELICOPTER.
 JP0694'
 JP0694'STATION MARK--STANDARD ALUMINUM TABLET
 JP0694'STAMPED---BLACK CLIFF 1971---, CEMENTED IN ROCK FLUSH WITH GROUND.
 JP0694'
 JP0694'RM 1--STANDARD RM TABLET STAMPED---RM NO 1 1971---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0385 ***********************************************************************
 JP0385  DESIGNATION -  BLACK CLIFF CAIRN
 JP0385  PID         -  JP0385
 JP0385  STATE/COUNTY-  NV/NYE
 JP0385  USGS QUAD   -  TIMBER MTN PASS EAST (1971)
 JP0385
 JP0385                         *CURRENT SURVEY CONTROL
 JP0385  ___________________________________________________________________
 JP0385* NAD 83(1994)-  38 03 50.34908(N)    115 06 05.92613(W)     ADJUSTED  
 JP0385* NAVD 88     -                                                        
 JP0385  ___________________________________________________________________
 JP0385  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 JP0385  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 JP0385
 JP0385  HORZ ORDER  -  THIRD
 JP0385
 JP0385.The horizontal coordinates were established by classical geodetic methods
 JP0385.and adjusted by the National Geodetic Survey in June 1998..
 JP0385
 JP0385
 JP0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0385
 JP0385.The geoid height was determined by GEOID03.
 JP0385
 JP0385;                    North         East     Units Scale Factor Converg.
 JP0385;SPC NV C     - 6,368,861.690   637,330.485   MT  1.00013221   +0 57 54.2
 JP0385;SPC NV C     -20,895,173.73  2,090,975.10   sFT  1.00013221   +0 57 54.2
 JP0385;SPC NV E     - 8,367,814.700   242,266.878   MT  0.99992200   +0 17 49.1
 JP0385;SPC NV E     -27,453,405.39    794,837.25   sFT  0.99992200   +0 17 49.1
 JP0385;UTM  11      - 4,214,615.704   666,532.856   MT  0.99994157   +1 10 14.5
 JP0385
 JP0385                          SUPERSEDED SURVEY CONTROL
 JP0385
 JP0385  NAD 83(1994)-  38 03 50.34822(N)    115 06 05.92671(W) AD(       ) 4
 JP0385  NAD 83(1986)-  38 03 50.33558(N)    115 06 05.92251(W) AD(       ) 4
 JP0385  NAD 27      -  38 03 50.49200(N)    115 06 02.84900(W) AD(       ) 3
 JP0385
 JP0385.Superseded values are not recommended for survey control.
 JP0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0385.See file dsdata.txt to determine how the superseded data were derived.
 JP0385
 JP0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC6653314616(NAD 83)
 JP0385_MARKER: 72 = CAIRN
 JP0385
 JP0385  HISTORY     - Date     Condition        Report By
 JP0385  HISTORY     - 1944     FIRST OBSERVED   CGS
 JP0385
 JP0385                          STATION DESCRIPTION
 JP0385
 JP0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 JP0385'LOCATED ABOUT 40 MILES (AIR LINE) NW OF CALIENTE, 34 MILES
 JP0385'WNW OF PIOCHE, ON THE HIGHEST PEAK AT THE EXTREME N END OF
 JP0385'A RANGE OF MOUNTAINS.  THE PEAK HAS A VERTICAL DROP OF ABOUT
 JP0385'200 FEET ON THE N END.  A CAIRN 7 FEET HIGH AND 4 FEET SQUARE
 JP0385'AT THE BASE WITH A POLE IN THE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0695 ***********************************************************************
 JP0695  DESIGNATION -  BLACK CONE
 JP0695  PID         -  JP0695
 JP0695  STATE/COUNTY-  NV/LINCOLN
 JP0695  USGS QUAD   -  SILVER KING MTN (1980)
 JP0695
 JP0695                         *CURRENT SURVEY CONTROL
 JP0695  ___________________________________________________________________
 JP0695* NAD 83(1994)-  38 12 44.72562(N)    114 53 20.00022(W)     ADJUSTED  
 JP0695* NAVD 88     -      2394.2    (meters)    7855.     (feet)  VERTCON   
 JP0695  ___________________________________________________________________
 JP0695  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 JP0695  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 JP0695
 JP0695  HORZ ORDER  -  THIRD
 JP0695
 JP0695.The horizontal coordinates were established by classical geodetic methods
 JP0695.and adjusted by the National Geodetic Survey in June 1998..
 JP0695
 JP0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0695
 JP0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0695
 JP0695.The geoid height was determined by GEOID03.
 JP0695
 JP0695;                    North         East     Units Scale Factor Converg.
 JP0695;SPC NV E     - 8,384,407.961   260,812.669   MT  0.99994553   +0 25 46.5
 JP0695;SPC NV E     -27,507,845.12    855,682.90   sFT  0.99994553   +0 25 46.5
 JP0695;UTM  11      - 4,231,491.102   684,823.900   MT  1.00002072   +1 18 22.5
 JP0695
 JP0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0695!SPC NV E     -   0.99962807  x   0.99994553  =   0.99957362
 JP0695!UTM  11      -   0.99962807  x   1.00002072  =   0.99964878
 JP0695
 JP0695|---------------------------------------------------------------------|
 JP0695| PID    Reference Object                     Distance      Geod. Az  |
 JP0695|                                                           dddmmss.s |
 JP0695| CS8709 BLACK CONE RM 2                       5.587 METERS 17713     |
 JP0695| CS8708 BLACK CONE RM 1                       4.276 METERS 30211     |
 JP0695|---------------------------------------------------------------------|
 JP0695
 JP0695                          SUPERSEDED SURVEY CONTROL
 JP0695
 JP0695  NAD 83(1994)-  38 12 44.72377(N)    114 53 20.00067(W) AD(       ) 3
 JP0695  NAD 83(1986)-  38 12 44.71622(N)    114 53 20.00202(W) AD(       ) 3
 JP0695  NGVD 29 (01/04/94) 2393.0    (m)         7851.     (f) VERT ANG       
 JP0695
 JP0695.Superseded values are not recommended for survey control.
 JP0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0695.See file dsdata.txt to determine how the superseded data were derived.
 JP0695
 JP0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC8482431491(NAD 83)
 JP0695_MARKER: DS = TRIANGULATION STATION DISK
 JP0695_SETTING: 80 = SET IN A BOULDER
 JP0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0695+STABILITY: SURFACE MOTION
 JP0695
 JP0695  HISTORY     - Date     Condition        Report By
 JP0695  HISTORY     - 1965     MONUMENTED       USGS
 JP0695  HISTORY     - 1971     GOOD             USGS
 JP0695
 JP0695                          STATION DESCRIPTION
 JP0695
 JP0695'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 JP0695'LOCATED ABOUT 17 MI SW. OF PONY SPRING, 16 MI SE. OF ADAMS MCGILL
 JP0695'RESERVOIR.  ON HIGHEST POINT OF BLACK CONE MTN.
 JP0695'
 JP0695'STATION REACHED BY HELICOPTER.  SEE 1971 RECOVERY FOR TO REACH.
 JP0695'
 JP0695'STATION MARK--STANDARD TABLET STAMPED---BLACK CONE 1965---, IN
 JP0695'ROCK.
 JP0695'
 JP0695'RM 1--STANDARD RM TABLET STAMPED---NO 1 1965---, IN ROCK.
 JP0695'
 JP0695'RM 2--STANDARD RM TABLET STAMPED---NO 2 1965---, IN ROCK.
 JP0695
 JP0695                          STATION RECOVERY (1971)
 JP0695
 JP0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0695'RECOVERED AS DESCRIBED BY USGS IN 1965.
 JP0695'
 JP0695'TO REACH FROM POST OFFICE IN PIOCHE, DRIVE 13.9 MI N. ALONG U.S.
 JP0695'HWY. 93 TO DIRT RD. LEFT (NW.).  TAKE DIRT RD. THROUGH BRISTOL
 JP0695'PASS IN WESTERLY DIRECTION 6.2 MI TO RD. FORK WITH METAL SIGN
 JP0695'BRISTOL MINES 4 MI, BRISTOL WELL 1 MI ON RIGHT.  TAKE RIGHT FORK
 JP0695'1.1 MI W. TO RD. FORK AT BRISTOL WELL.  TAKE RIGHT FORK 0.4 MI N.
 JP0695'TO RD. FORK AT BM 49 DOR 1968.  TAKE RIGHT FORK 14.6 MI N. ACROSS
 JP0695'MULESHOE VALLEY TO SADDLE BETWEEN MULESHOE VALLEY AND CAVE VALLEY
 JP0695'AND END OF TRUCK TRAVEL.  HIKE IN SOUTHERLY DIRECTION ALONG RIDGE
 JP0695'TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0238 ***********************************************************************
 JP0238  DESIGNATION -  BLACK D
 JP0238  PID         -  JP0238
 JP0238  STATE/COUNTY-  NV/NYE
 JP0238  USGS QUAD   -  LOCKES (1980)
 JP0238
 JP0238                         *CURRENT SURVEY CONTROL
 JP0238  ___________________________________________________________________
 JP0238* NAD 83(1994)-  38 31 03.11918(N)    115 50 11.10799(W)     ADJUSTED  
 JP0238* NAVD 88     -      1615.710  (meters)    5300.88   (feet)  ADJUSTED  
 JP0238  ___________________________________________________________________
 JP0238  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 JP0238  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 JP0238  DYNAMIC HT  -        1614.013 (meters)    5295.31  (feet)  COMP
 JP0238  MODELED GRAV-     979,521.2   (mgal)                       NAVD 88
 JP0238
 JP0238  HORZ ORDER  -  FIRST
 JP0238  VERT ORDER  -  FIRST     CLASS I
 JP0238
 JP0238.The horizontal coordinates were established by classical geodetic methods
 JP0238.and adjusted by the National Geodetic Survey in June 1998..
 JP0238
 JP0238.The orthometric height was determined by differential leveling
 JP0238.and adjusted by the National Geodetic Survey in June 1991..
 JP0238
 JP0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0238
 JP0238.The geoid height was determined by GEOID03.
 JP0238
 JP0238.The dynamic height is computed by dividing the NAVD 88
 JP0238.geopotential number by the normal gravity value computed on the
 JP0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0238.degrees latitude (g = 980.6199 gals.).
 JP0238
 JP0238.The modeled gravity was interpolated from observed gravity values.
 JP0238
 JP0238;                    North         East     Units Scale Factor Converg.
 JP0238;SPC NV C     - 6,418,371.456   572,400.585   MT  0.99996453   +0 31 01.4
 JP0238;SPC NV C     -21,057,607.02  1,877,950.92   sFT  0.99996453   +0 31 01.4
 JP0238;UTM  11      - 4,263,880.433   601,438.780   MT  0.99972672   +0 43 28.9
 JP0238
 JP0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0238!SPC NV C     -   0.99975022  x   0.99996453  =   0.99971476
 JP0238!UTM  11      -   0.99975022  x   0.99972672  =   0.99947701
 JP0238
 JP0238|---------------------------------------------------------------------|
 JP0238| PID    Reference Object                     Distance      Geod. Az  |
 JP0238|                                                           dddmmss.s |
 JP0238| JP0243 BLACK C                             265.657 METERS 05239     |
 JP0238| JP0237 BLACK D RM 1                         22.306 METERS 15950     |
 JP0238| JP0239 BLACK D RM 2                         21.216 METERS 22013     |
 JP0238| JP0241 BLACK E                             315.811 METERS 23344     |
 JP0238| JP0245 BLACK A                             446.684 METERS 2784154.3 |
 JP0238| JP0244 BLACK B                             315.879 METERS 32340     |
 JP0238|---------------------------------------------------------------------|
 JP0238
 JP0238                          SUPERSEDED SURVEY CONTROL
 JP0238
 JP0238  NAD 83(1986)-  38 31 03.11384(N)    115 50 11.10955(W) AD(       ) 1
 JP0238  NAD 27      -  38 31 03.35745(N)    115 50 07.96212(W) AD(       ) 1
 JP0238  NGVD 29 (??/??/92) 1614.597  (m)         5297.22   (f) ADJ UNCH    1 1
 JP0238
 JP0238.Superseded values are not recommended for survey control.
 JP0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0238.See file dsdata.txt to determine how the superseded data were derived.
 JP0238
 JP0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC0143963880(NAD 83)
 JP0238_MARKER: DS = TRIANGULATION STATION DISK
 JP0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0238_STAMPING: BLACK-D 1968
 JP0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0238+STABILITY: SURFACE MOTION
 JP0238
 JP0238  HISTORY     - Date     Condition        Report By
 JP0238  HISTORY     - 1968     MONUMENTED       CGS
 JP0238  HISTORY     - 1968     GOOD             CGS
 JP0238  HISTORY     - 1969     GOOD             CGS
 JP0238  HISTORY     - 1969     GOOD             NGS
 JP0238
 JP0238                          STATION DESCRIPTION
 JP0238
 JP0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 JP0238'THE STATION IS LOCATED ABOUT 35 MILES NORTHEAST OF WARM SPRINGS,
 JP0238'26 MILES SOUTHWEST OF CURRANT AND ON THE WEST SIDE OF RAILROAD
 JP0238'VALLEY.
 JP0238'
 JP0238'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6
 JP0238'AND STATE HIGHWAY 25 IN WARM SPRINGS, GO NORTHEAST ON
 JP0238'U.S. HIGHWAY 6 FOR 14.65 MILES TO THE BLUE JAY MAINTENANCE
 JP0238'STATION ON THE RIGHT, CONTINUE NORTHEAST ON U.S. HIGHWAY 6 FOR
 JP0238'25.7 MILES TO A CURVE IN THE HIGHWAY AND SIGN WATCH FOR
 JP0238'LIVESTOCK, CONTINUE NORTHEAST ON THE HIGHWAY FOR 0.25 MILE TO
 JP0238'A DIM TRACK ROAD ON THE RIGHT, TURN RIGHT, SOUTH, ON TRACK ROAD
 JP0238'FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 JP0238'
 JP0238'THE STATION IS A STANDARD DISK STAMPED BLACK-D 1968, SET IN
 JP0238'THE TOP OF A 14-INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH
 JP0238'ABOVE THE GROUND SURFACE, 137 FEET SOUTH OF THE CENTER OF
 JP0238'U.S. HIGHWAY 6 AND 10 FEET SOUTH OF THE CENTER OF THE OLD HIGHWAY.
 JP0238'
 JP0238'REFERENCE MARK 1, IS A STANDARD DISK STAMPED BLACK-D NO 1 1968,
 JP0238'CEMENTED IN THE TOP OF A BOULDER WHICH IS 3 FEET IN DIAMETER
 JP0238'AND PROJECTS 1 FOOT ABOVE THE GROUND SURFACE, 210 FEET SOUTH OF
 JP0238'THE CENTER OF U.S. HIGHWAY 6, 82 FEET SOUTH OF THE CENTER OF
 JP0238'THE OLD HIGHWAY AND ON THE WEST EDGE OF AN OLD WASH.
 JP0238'
 JP0238'REFERENCE MARK 2, A STANDARD DISK STAMPED BLACK-D NO 2 1968,
 JP0238'CEMENTED IN THE TOP OF A BOULDER WHICH IS 1-FOOT IN DIAMETER
 JP0238'AND PROJECTS 1 FOOT ABOVE THE GROUND SURFACE, 152 FEET SOUTH
 JP0238'OF THE CENTER OF U.S. HIGHWAY 6 AND 28 FEET SOUTH OF THE
 JP0238'CENTER OF THE OLD HIGHWAY.
 JP0238'
 JP0238'NOTE--NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 JP0238'
 JP0238'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 JP0238
 JP0238                          STATION RECOVERY (1968)
 JP0238
 JP0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 JP0238'26 MI SW FROM CURRANT.
 JP0238'40.8 MILES NORTHEAST ALONG U.S. HIGHWAY 6, FROM WARM SPRINGS, ABOUT
 JP0238'137 FEET SOUTH OF THE HIGHWAY AND JUST SOUTH OF THE SOUTH EDGE OF THE
 JP0238'OLD HIGHWAY, SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST WHICH
 JP0238'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 JP0238
 JP0238                          STATION RECOVERY (1969)
 JP0238
 JP0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 JP0238'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JP0238'CONDITION AS DESCRIBED IN THE 1968 DESCRIPTION.
 JP0238'
 JP0238'NO NOTICEABLE MOVEMENT IN THE AREA OF THIS STATION.
 JP0238'
 JP0238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JP0238'26 MILES SOUTHWEST OF CURRANT.
 JP0238
 JP0238                          STATION RECOVERY (1969)
 JP0238
 JP0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JP0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0237 ***********************************************************************
 JP0237  DESIGNATION -  BLACK D RM 1
 JP0237  PID         -  JP0237
 JP0237  STATE/COUNTY-  NV/NYE
 JP0237  USGS QUAD   -  LOCKES (1980)
 JP0237
 JP0237                         *CURRENT SURVEY CONTROL
 JP0237  ___________________________________________________________________
 JP0237* NAD 83(1986)-  38 31 03.     (N)    115 50 10.     (W)     SCALED    
 JP0237* NAVD 88     -      1615.409  (meters)    5299.89   (feet)  ADJUSTED  
 JP0237  ___________________________________________________________________
 JP0237  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 JP0237  DYNAMIC HT  -        1613.713 (meters)    5294.32  (feet)  COMP
 JP0237  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 JP0237
 JP0237  VERT ORDER  -  FIRST     CLASS I
 JP0237
 JP0237.The horizontal coordinates were scaled from a topographic map and have
 JP0237.an estimated accuracy of +/- 6 seconds.
 JP0237
 JP0237.The orthometric height was determined by differential leveling
 JP0237.and adjusted by the National Geodetic Survey in June 1991..
 JP0237
 JP0237.The geoid height was determined by GEOID03.
 JP0237
 JP0237.The dynamic height is computed by dividing the NAVD 88
 JP0237.geopotential number by the normal gravity value computed on the
 JP0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0237.degrees latitude (g = 980.6199 gals.).
 JP0237
 JP0237.The modeled gravity was interpolated from observed gravity values.
 JP0237
 JP0237;                    North         East    Units  Estimated Accuracy
 JP0237;SPC NV C     - 6,418,370.      572,430.      MT  (+/- 180 meters Scaled)
 JP0237
 JP0237                          SUPERSEDED SURVEY CONTROL
 JP0237
 JP0237  NGVD 29 (??/??/92) 1614.296  (m)         5296.24   (f) ADJ UNCH    1 1
 JP0237
 JP0237.Superseded values are not recommended for survey control.
 JP0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0237.See file dsdata.txt to determine how the superseded data were derived.
 JP0237
 JP0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC014638(NAD 83)
 JP0237_MARKER: DR = REFERENCE MARK DISK
 JP0237_SETTING: 80 = SET IN A BOULDER
 JP0237_STAMPING: BLACK-D NO 1 1968
 JP0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0237+STABILITY: SURFACE MOTION
 JP0237
 JP0237  HISTORY     - Date     Condition        Report By
 JP0237  HISTORY     - 1968     MONUMENTED       CGS
 JP0237  HISTORY     - 1969     GOOD             NGS
 JP0237
 JP0237                          STATION DESCRIPTION
 JP0237
 JP0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JP0237'26 MI SW FROM CURRANT.
 JP0237'40.8 MILES NORTHEAST ALONG U.S. HIGHWAY 6, FROM WARM SPRINGS, ABOUT
 JP0237'210 FEET SOUTH OF THE HIGHWAY AND 82 FEET SOUTH OF THE CENTER OF A
 JP0237'TRACK ROAD, CEMENTED IN A DRILL HOLE IN THE TOP OF A 3-FOOT ROUND
 JP0237'BOULDER WHICH PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.
 JP0237
 JP0237                          STATION RECOVERY (1969)
 JP0237
 JP0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JP0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0239 ***********************************************************************
 JP0239  DESIGNATION -  BLACK D RM 2
 JP0239  PID         -  JP0239
 JP0239  STATE/COUNTY-  NV/NYE
 JP0239  USGS QUAD   -  LOCKES (1980)
 JP0239
 JP0239                         *CURRENT SURVEY CONTROL
 JP0239  ___________________________________________________________________
 JP0239* NAD 83(1986)-  38 31 03.     (N)    115 50 10.     (W)     SCALED    
 JP0239* NAVD 88     -      1615.921  (meters)    5301.57   (feet)  ADJUSTED  
 JP0239  ___________________________________________________________________
 JP0239  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 JP0239  DYNAMIC HT  -        1614.225 (meters)    5296.00  (feet)  COMP
 JP0239  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 JP0239
 JP0239  VERT ORDER  -  FIRST     CLASS I
 JP0239
 JP0239.The horizontal coordinates were scaled from a topographic map and have
 JP0239.an estimated accuracy of +/- 6 seconds.
 JP0239
 JP0239.The orthometric height was determined by differential leveling
 JP0239.and adjusted by the National Geodetic Survey in June 1991..
 JP0239
 JP0239.The geoid height was determined by GEOID03.
 JP0239
 JP0239.The dynamic height is computed by dividing the NAVD 88
 JP0239.geopotential number by the normal gravity value computed on the
 JP0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0239.degrees latitude (g = 980.6199 gals.).
 JP0239
 JP0239.The modeled gravity was interpolated from observed gravity values.
 JP0239
 JP0239;                    North         East    Units  Estimated Accuracy
 JP0239;SPC NV C     - 6,418,370.      572,430.      MT  (+/- 180 meters Scaled)
 JP0239
 JP0239                          SUPERSEDED SURVEY CONTROL
 JP0239
 JP0239  NGVD 29 (??/??/92) 1614.810  (m)         5297.92   (f) ADJ UNCH    1 1
 JP0239
 JP0239.Superseded values are not recommended for survey control.
 JP0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0239.See file dsdata.txt to determine how the superseded data were derived.
 JP0239
 JP0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC014638(NAD 83)
 JP0239_MARKER: DR = REFERENCE MARK DISK
 JP0239_SETTING: 80 = SET IN A BOULDER
 JP0239_STAMPING: BLACK-D NO 1 1968
 JP0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0239+STABILITY: SURFACE MOTION
 JP0239
 JP0239  HISTORY     - Date     Condition        Report By
 JP0239  HISTORY     - 1968     MONUMENTED       CGS
 JP0239  HISTORY     - 1969     GOOD             NGS
 JP0239
 JP0239                          STATION DESCRIPTION
 JP0239
 JP0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JP0239'26 MI SW FROM CURRANT.
 JP0239'40.8 MILES NORTHEAST ALONG U.S. HIGHWAY 6, FROM WARM SPRINGS, ABOUT
 JP0239'152 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 28 FEET SOUTH OF THE
 JP0239'CENTER OF A TRACK ROAD, CEMENTED IN A DRILL HOLE IN THE TOP OF A
 JP0239'BOULDER WHICH IS 1 FOOT IN DIAMETER AND PROJECTS 1 FOOT.
 JP0239
 JP0239                          STATION RECOVERY (1969)
 JP0239
 JP0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JP0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0241 ***********************************************************************
 JP0241  DESIGNATION -  BLACK E
 JP0241  PID         -  JP0241
 JP0241  STATE/COUNTY-  NV/NYE
 JP0241  USGS QUAD   -  LOCKES (1980)
 JP0241
 JP0241                         *CURRENT SURVEY CONTROL
 JP0241  ___________________________________________________________________
 JP0241* NAD 83(1994)-  38 30 57.05995(N)    115 50 21.61808(W)     ADJUSTED  
 JP0241* NAVD 88     -      1631.892  (meters)    5353.97   (feet)  ADJUSTED  
 JP0241  ___________________________________________________________________
 JP0241  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 JP0241  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 JP0241  DYNAMIC HT  -        1630.176 (meters)    5348.34  (feet)  COMP
 JP0241  MODELED GRAV-     979,519.8   (mgal)                       NAVD 88
 JP0241
 JP0241  HORZ ORDER  -  FIRST
 JP0241  VERT ORDER  -  FIRST     CLASS I
 JP0241
 JP0241.The horizontal coordinates were established by classical geodetic methods
 JP0241.and adjusted by the National Geodetic Survey in June 1998..
 JP0241
 JP0241.The orthometric height was determined by differential leveling
 JP0241.and adjusted by the National Geodetic Survey in June 1991..
 JP0241
 JP0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0241
 JP0241.The geoid height was determined by GEOID03.
 JP0241
 JP0241.The dynamic height is computed by dividing the NAVD 88
 JP0241.geopotential number by the normal gravity value computed on the
 JP0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0241.degrees latitude (g = 980.6199 gals.).
 JP0241
 JP0241.The modeled gravity was interpolated from observed gravity values.
 JP0241
 JP0241;                    North         East     Units Scale Factor Converg.
 JP0241;SPC NV C     - 6,418,182.340   572,147.672   MT  0.99996408   +0 30 54.8
 JP0241;SPC NV C     -21,056,986.56  1,877,121.15   sFT  0.99996408   +0 30 54.8
 JP0241;UTM  11      - 4,263,690.446   601,186.614   MT  0.99972609   +0 43 22.2
 JP0241
 JP0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0241!SPC NV C     -   0.99974768  x   0.99996408  =   0.99971177
 JP0241!UTM  11      -   0.99974768  x   0.99972609  =   0.99947384
 JP0241
 JP0241:                Primary Azimuth Mark                     Grid Az
 JP0241:SPC NV C     -  BLACK B                                  008 10 15.4
 JP0241:UTM  11      -  BLACK B                                  007 57 48.0
 JP0241
 JP0241|---------------------------------------------------------------------|
 JP0241| PID    Reference Object                     Distance      Geod. Az  |
 JP0241|                                                           dddmmss.s |
 JP0241| JP0244 BLACK B                             446.396 METERS 0084110.2 |
 JP0241| JP0240 BLACK E RM 1                         11.236 METERS 05038     |
 JP0241| JP0238 BLACK D                             315.811 METERS 05344     |
 JP0241| JP0242 BLACK E RM 2                         12.379 METERS 16710     |
 JP0241| JP0246 BLACK F                             254.468 METERS 23413     |
 JP0241| JP0245 BLACK A                             315.682 METERS 32341     |
 JP0241|---------------------------------------------------------------------|
 JP0241
 JP0241                          SUPERSEDED SURVEY CONTROL
 JP0241
 JP0241  NAD 83(1986)-  38 30 57.05462(N)    115 50 21.61968(W) AD(       ) 1
 JP0241  NAD 27      -  38 30 57.29817(N)    115 50 18.47198(W) AD(       ) 1
 JP0241  NGVD 29 (??/??/92) 1630.782  (m)         5350.32   (f) ADJ UNCH    1 1
 JP0241
 JP0241.Superseded values are not recommended for survey control.
 JP0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0241.See file dsdata.txt to determine how the superseded data were derived.
 JP0241
 JP0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC0118763690(NAD 83)
 JP0241_MARKER: DS = TRIANGULATION STATION DISK
 JP0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0241_STAMPING: BLACK-E 1968
 JP0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0241+STABILITY: SURFACE MOTION
 JP0241
 JP0241  HISTORY     - Date     Condition        Report By
 JP0241  HISTORY     - 1968     MONUMENTED       CGS
 JP0241  HISTORY     - 1968     GOOD             CGS
 JP0241  HISTORY     - 1969     GOOD             CGS
 JP0241  HISTORY     - 1969     GOOD             NGS
 JP0241
 JP0241                          STATION DESCRIPTION
 JP0241
 JP0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 JP0241'THE STATION IS LOCATED ON THE WEST SIDE OF RAILROAD VALLEY,
 JP0241'ABOUT 26 AIR MILES SOUTHWEST OF CURRANT, AND ABOUT 240 FEET
 JP0241'SOUTH OF U.S. HIGHWAY 6.
 JP0241'
 JP0241'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY
 JP0241'25 IN WARM SPRINGS, GO NORTHEAST ON U.S. HIGHWAY 6 FOR 9.8
 JP0241'MILES TO A SIDE ROAD LEFT, CONTINUE FOR 5.2 MILES TO BLUE JAY
 JP0241'MAINTENANCE STATION ON RIGHT, CONTINUE FOR 8.1 MILES TO A
 JP0241'CATTLE GUARD, CONTINUE FOR 14.4 MILES TO WHERE POWER LINES
 JP0241'CROSSES OVER U.S. HIGHWAY 6, CONTINUE FOR 4.2 MILES TO A NYE
 JP0241'COUNTY HIGHWAY MILE POST (U.S. 6 NY 92) ON RIGHT, CONTINUE FOR
 JP0241'.15 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO FOR 200 FEET
 JP0241'TO THE OLD ROAD, TURN LEFT AND GO 200 FEET TO STATION ON THE
 JP0241'RIGHT.
 JP0241'
 JP0241'THE STATION IS A STANDARD DISK, STAMPED BLACK-E 1968, SET IN
 JP0241'A 15 INCH ROUND CONCRETE POST WHICH PROJECTS 2 INCHES, 40 FEET
 JP0241'SOUTH OF THE OLD ROAD, 9.5 FEET NORTH OF THE WITNESS POST.
 JP0241'
 JP0241'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLACK-E NO 1 1968, SET
 JP0241'IN A 12 INCH ROUND CONCRETE POST WHICH PROJECTS 1 INCH, 33 FEET
 JP0241'SOUTH OF THE OLD ROAD, 34.8 FEET NORTHEAST OF THE WITNESS POST.
 JP0241'
 JP0241'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLACK-E NO 2 1968,
 JP0241'SET IN A 12 INCH ROUND CONCRETE POST WHICH PROJECTS 2 INCHES,
 JP0241'81 FEET SOUTH OF THE OLD ROAD, 34.6 FEET SOUTH OF THE WITNESS POST.
 JP0241'
 JP0241'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 JP0241
 JP0241                          STATION RECOVERY (1968)
 JP0241
 JP0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 JP0241'26 MI SW FROM CURRANT.
 JP0241'40.55 MILES NORTHEAST ALONG U.S. HIGHWAY 6, FROM WARM SPRINGS, ABOUT
 JP0241'250 FEET SOUTH OF THE HIGHWAY AND 9 FEET NORTHWEST OF A METAL WITNESS
 JP0241'POST, AND SET IN THE TOP OF A 15-INCH CONCRETE CYLINDER WHICH PROJECTS
 JP0241'2 INCHES ABOVE THE GROUND SURFACE.
 JP0241
 JP0241                          STATION RECOVERY (1969)
 JP0241
 JP0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 JP0241'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JP0241'CONDITION AS DESCRIBED IN THE 1968 DESCRIPTION.
 JP0241'
 JP0241'NO NOTICEABLE MOVEMENT IN THE AREA OF THIS STATION.
 JP0241'
 JP0241'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JP0241'26 MILES SOUTHWEST OF CURRANT.
 JP0241
 JP0241                          STATION RECOVERY (1969)
 JP0241
 JP0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JP0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0240 ***********************************************************************
 JP0240  DESIGNATION -  BLACK E RM 1
 JP0240  PID         -  JP0240
 JP0240  STATE/COUNTY-  NV/NYE
 JP0240  USGS QUAD   -  LOCKES (1980)
 JP0240
 JP0240                         *CURRENT SURVEY CONTROL
 JP0240  ___________________________________________________________________
 JP0240* NAD 83(1986)-  38 30 57.     (N)    115 50 21.     (W)     SCALED    
 JP0240* NAVD 88     -      1631.519  (meters)    5352.74   (feet)  ADJUSTED  
 JP0240  ___________________________________________________________________
 JP0240  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 JP0240  DYNAMIC HT  -        1629.805 (meters)    5347.12  (feet)  COMP
 JP0240  MODELED GRAV-     979,520.3   (mgal)                       NAVD 88
 JP0240
 JP0240  VERT ORDER  -  FIRST     CLASS I
 JP0240
 JP0240.The horizontal coordinates were scaled from a topographic map and have
 JP0240.an estimated accuracy of +/- 6 seconds.
 JP0240
 JP0240.The orthometric height was determined by differential leveling
 JP0240.and adjusted by the National Geodetic Survey in June 1991..
 JP0240
 JP0240.The geoid height was determined by GEOID03.
 JP0240
 JP0240.The dynamic height is computed by dividing the NAVD 88
 JP0240.geopotential number by the normal gravity value computed on the
 JP0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0240.degrees latitude (g = 980.6199 gals.).
 JP0240
 JP0240.The modeled gravity was interpolated from observed gravity values.
 JP0240
 JP0240;                    North         East    Units  Estimated Accuracy
 JP0240;SPC NV C     - 6,418,180.      572,160.      MT  (+/- 180 meters Scaled)
 JP0240
 JP0240                          SUPERSEDED SURVEY CONTROL
 JP0240
 JP0240  NGVD 29 (??/??/92) 1630.409  (m)         5349.10   (f) ADJ UNCH    1 1
 JP0240
 JP0240.Superseded values are not recommended for survey control.
 JP0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0240.See file dsdata.txt to determine how the superseded data were derived.
 JP0240
 JP0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC012636(NAD 83)
 JP0240_MARKER: DR = REFERENCE MARK DISK
 JP0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0240_STAMPING: BLACK-E NO 1 1968
 JP0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0240+STABILITY: SURFACE MOTION
 JP0240
 JP0240  HISTORY     - Date     Condition        Report By
 JP0240  HISTORY     - 1968     MONUMENTED       CGS
 JP0240  HISTORY     - 1969     GOOD             NGS
 JP0240
 JP0240                          STATION DESCRIPTION
 JP0240
 JP0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JP0240'26 MI SW FROM CURRANT.
 JP0240'40.55 MILES NORTHEAST ALONG U.S. HIGHWAY 6, FROM WARM SPRINGS, ABOUT
 JP0240'250 FEET SOUTH OF THE HIGHWAY AND 34.8 FEET NORTHEAST OF A METAL
 JP0240'WITNESS POST, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 JP0240'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 JP0240
 JP0240                          STATION RECOVERY (1969)
 JP0240
 JP0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JP0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0242 ***********************************************************************
 JP0242  DESIGNATION -  BLACK E RM 2
 JP0242  PID         -  JP0242
 JP0242  STATE/COUNTY-  NV/NYE
 JP0242  USGS QUAD   -  LOCKES (1980)
 JP0242
 JP0242                         *CURRENT SURVEY CONTROL
 JP0242  ___________________________________________________________________
 JP0242* NAD 83(1986)-  38 30 57.     (N)    115 50 21.     (W)     SCALED    
 JP0242* NAVD 88     -      1631.913  (meters)    5354.03   (feet)  ADJUSTED  
 JP0242  ___________________________________________________________________
 JP0242  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 JP0242  DYNAMIC HT  -        1630.198 (meters)    5348.41  (feet)  COMP
 JP0242  MODELED GRAV-     979,520.3   (mgal)                       NAVD 88
 JP0242
 JP0242  VERT ORDER  -  FIRST     CLASS I
 JP0242
 JP0242.The horizontal coordinates were scaled from a topographic map and have
 JP0242.an estimated accuracy of +/- 6 seconds.
 JP0242
 JP0242.The orthometric height was determined by differential leveling
 JP0242.and adjusted by the National Geodetic Survey in June 1991..
 JP0242
 JP0242.The geoid height was determined by GEOID03.
 JP0242
 JP0242.The dynamic height is computed by dividing the NAVD 88
 JP0242.geopotential number by the normal gravity value computed on the
 JP0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0242.degrees latitude (g = 980.6199 gals.).
 JP0242
 JP0242.The modeled gravity was interpolated from observed gravity values.
 JP0242
 JP0242;                    North         East    Units  Estimated Accuracy
 JP0242;SPC NV C     - 6,418,180.      572,160.      MT  (+/- 180 meters Scaled)
 JP0242
 JP0242                          SUPERSEDED SURVEY CONTROL
 JP0242
 JP0242  NGVD 29 (??/??/92) 1630.804  (m)         5350.40   (f) ADJ UNCH    1 1
 JP0242
 JP0242.Superseded values are not recommended for survey control.
 JP0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0242.See file dsdata.txt to determine how the superseded data were derived.
 JP0242
 JP0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC012636(NAD 83)
 JP0242_MARKER: DR = REFERENCE MARK DISK
 JP0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0242_STAMPING: BLACK-E NO 2 1968
 JP0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0242+STABILITY: SURFACE MOTION
 JP0242
 JP0242  HISTORY     - Date     Condition        Report By
 JP0242  HISTORY     - 1968     MONUMENTED       CGS
 JP0242  HISTORY     - 1969     GOOD             NGS
 JP0242
 JP0242                          STATION DESCRIPTION
 JP0242
 JP0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JP0242'26 MI SW FROM CURRANT.
 JP0242'40.55 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM WARM SPRINGS, ABOUT
 JP0242'250 FEET SOUTH OF THE HIGHWAY AND 34.6 FEET SOUTH OF A METAL WITNESS
 JP0242'POST, AND SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 JP0242'2 INCHES ABOVE THE GROUND SURFACE.
 JP0242
 JP0242                          STATION RECOVERY (1969)
 JP0242
 JP0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JP0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0246 ***********************************************************************
 JP0246  DESIGNATION -  BLACK F
 JP0246  PID         -  JP0246
 JP0246  STATE/COUNTY-  NV/NYE
 JP0246  USGS QUAD   -  LOCKES (1980)
 JP0246
 JP0246                         *CURRENT SURVEY CONTROL
 JP0246  ___________________________________________________________________
 JP0246* NAD 83(1994)-  38 30 52.23431(N)    115 50 30.13894(W)     ADJUSTED  
 JP0246* NAVD 88     -      1642.936  (meters)    5390.20   (feet)  ADJUSTED  
 JP0246  ___________________________________________________________________
 JP0246  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 JP0246  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 JP0246  DYNAMIC HT  -        1641.207 (meters)    5384.53  (feet)  COMP
 JP0246  MODELED GRAV-     979,518.5   (mgal)                       NAVD 88
 JP0246
 JP0246  HORZ ORDER  -  FIRST
 JP0246  VERT ORDER  -  FIRST     CLASS I
 JP0246
 JP0246.The horizontal coordinates were established by classical geodetic methods
 JP0246.and adjusted by the National Geodetic Survey in June 1998..
 JP0246
 JP0246.The orthometric height was determined by differential leveling
 JP0246.and adjusted by the National Geodetic Survey in June 1991..
 JP0246
 JP0246.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0246
 JP0246.The geoid height was determined by GEOID03.
 JP0246
 JP0246.The dynamic height is computed by dividing the NAVD 88
 JP0246.geopotential number by the normal gravity value computed on the
 JP0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0246.degrees latitude (g = 980.6199 gals.).
 JP0246
 JP0246.The modeled gravity was interpolated from observed gravity values.
 JP0246
 JP0246;                    North         East     Units Scale Factor Converg.
 JP0246;SPC NV C     - 6,418,031.699   571,942.596   MT  0.99996372   +0 30 49.4
 JP0246;SPC NV C     -21,056,492.33  1,876,448.33   sFT  0.99996372   +0 30 49.4
 JP0246;UTM  11      - 4,263,539.099   600,982.134   MT  0.99972558   +0 43 16.8
 JP0246
 JP0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0246!SPC NV C     -   0.99974595  x   0.99996372  =   0.99970968
 JP0246!UTM  11      -   0.99974595  x   0.99972558  =   0.99947160
 JP0246
 JP0246:                Primary Azimuth Mark                     Grid Az
 JP0246:SPC NV C     -  BLACK A                                  002 15 10.3
 JP0246:UTM  11      -  BLACK A                                  002 02 42.9
 JP0246
 JP0246|---------------------------------------------------------------------|
 JP0246| PID    Reference Object                     Distance      Geod. Az  |
 JP0246|                                                           dddmmss.s |
 JP0246| JP0245 BLACK A                             403.648 METERS 0024559.7 |
 JP0246| JP0241 BLACK E                             254.468 METERS 05413     |
 JP0246|---------------------------------------------------------------------|
 JP0246
 JP0246                          SUPERSEDED SURVEY CONTROL
 JP0246
 JP0246  NAD 83(1986)-  38 30 52.22898(N)    115 50 30.14059(W) AD(       ) 1
 JP0246  NAD 27      -  38 30 52.47248(N)    115 50 26.99263(W) AD(       ) 1
 JP0246  NGVD 29 (??/??/92) 1641.824  (m)         5386.55   (f) ADJ UNCH    1 1
 JP0246
 JP0246.Superseded values are not recommended for survey control.
 JP0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0246.See file dsdata.txt to determine how the superseded data were derived.
 JP0246
 JP0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC0098263539(NAD 83)
 JP0246_MARKER: DS = TRIANGULATION STATION DISK
 JP0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0246_STAMPING: BLACK-F 1968
 JP0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0246+STABILITY: SURFACE MOTION
 JP0246
 JP0246  HISTORY     - Date     Condition        Report By
 JP0246  HISTORY     - 1968     MONUMENTED       CGS
 JP0246  HISTORY     - 1968     GOOD             CGS
 JP0246  HISTORY     - 1969     GOOD             CGS
 JP0246  HISTORY     - 1969     GOOD             NGS
 JP0246
 JP0246                          STATION DESCRIPTION
 JP0246
 JP0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 JP0246'NO REFERENCE MARKS OR AZIMUTH MARK ESTABLISHED FOR THIS STATION.
 JP0246'
 JP0246'THE STATION IS LOCATED ABOUT 35 MILES NORTHEAST OF WARM SPRINGS,
 JP0246'26 MILES SOUTHWEST OF CURRANT ON THE WEST SIDE OF RAILROAD VALLEY.
 JP0246'
 JP0246'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 JP0246'STATE HIGHWAY 25 IN WARM SPRINGS, GO NORTHEAST ON U.S. HIGHWAY
 JP0246'6 FOR 14.65 MILES TO THE BLUE JAY MAINTENANCE STATION ON THE
 JP0246'RIGHT.  CONTINUE ON U.S. HIGHWAY 6 FOR 25.7 MILES TO A CURVE IN
 JP0246'THE ROAD AND SIGN WATCH FOR LIVESTOCK.  BEAR RIGHT, SOUTHERLY,
 JP0246'ACROSS COUNTRY FOR 0.15 MILE TO THE STATION.
 JP0246'
 JP0246'THE STATION MARK IS A STANDARD DISK, STAMPED BLACK-F 1968, SET
 JP0246'IN THE TOP OF A 15-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JP0246'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 6 FEET SOUTH OF A
 JP0246'METAL WITNESS POST.
 JP0246
 JP0246                          STATION RECOVERY (1968)
 JP0246
 JP0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 JP0246'26 MI SW FROM CURRANT.
 JP0246'40.3 MILES NORTHEAST ALONG U.S. HIGHWAY 6, FROM WARM SPRINGS, ABOUT
 JP0246'250 FEET SOUTH OF THE HIGHWAY AND 6 FEET SOUTH OF A METAL WITNESS
 JP0246'POST, AND SET IN THE TOP OF 15-INCH SQUARE CONCRETE POST WHICH
 JP0246'PROJECTS 2 INCHES.
 JP0246
 JP0246                          STATION RECOVERY (1969)
 JP0246
 JP0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 JP0246'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 JP0246'DESCRIBED IN THE 1968 DESCRIPTION.
 JP0246'
 JP0246'NO NOTICEABLE MOVEMENT IN THE AREA OF THIS STATION.
 JP0246'
 JP0246'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JP0246'26 MILES SOUTHWEST OF CURRANT.
 JP0246
 JP0246                          STATION RECOVERY (1969)
 JP0246
 JP0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JP0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0695 ***********************************************************************
 LS0695  DESIGNATION -  BLACK KNOB
 LS0695  PID         -  LS0695
 LS0695  STATE/COUNTY-  NV/PERSHING
 LS0695  USGS QUAD   -  BUFFALO MOUNTAIN (1987)
 LS0695
 LS0695                         *CURRENT SURVEY CONTROL
 LS0695  ___________________________________________________________________
 LS0695* NAD 83(1994)-  40 14 27.92937(N)    118 13 17.24796(W)     ADJUSTED  
 LS0695* NAVD 88     -      1801.2    (meters)    5909.     (feet)  VERTCON   
 LS0695  ___________________________________________________________________
 LS0695  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 LS0695  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 LS0695
 LS0695  HORZ ORDER  -  THIRD
 LS0695
 LS0695.The horizontal coordinates were established by classical geodetic methods
 LS0695.and adjusted by the National Geodetic Survey in June 1998..
 LS0695
 LS0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0695
 LS0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0695
 LS0695.The geoid height was determined by GEOID03.
 LS0695
 LS0695;                    North         East     Units Scale Factor Converg.
 LS0695;SPC NV W     - 4,609,442.634   830,789.952   MT  0.99991167   +0 14 01.6
 LS0695;SPC NV W     -15,122,813.04  2,725,683.37   sFT  0.99991167   +0 14 01.6
 LS0695;UTM  11      - 4,455,232.060   396,103.022   MT  0.99973288   -0 47 20.9
 LS0695
 LS0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0695!SPC NV W     -   0.99972098  x   0.99991167  =   0.99963267
 LS0695!UTM  11      -   0.99972098  x   0.99973288  =   0.99945393
 LS0695
 LS0695                          SUPERSEDED SURVEY CONTROL
 LS0695
 LS0695  NAD 83(1986)-  40 14 27.93349(N)    118 13 17.24147(W) AD(       ) 3
 LS0695  NGVD 29 (07/11/94) 1800.2    (m)         5906.     (f) VERT ANG       
 LS0695
 LS0695.Superseded values are not recommended for survey control.
 LS0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0695.See file dsdata.txt to determine how the superseded data were derived.
 LS0695
 LS0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE9610355232(NAD 83)
 LS0695_MARKER: DS = TRIANGULATION STATION DISK
 LS0695_SETTING: 0 = UNSPECIFIED SETTING
 LS0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0695
 LS0695  HISTORY     - Date     Condition        Report By
 LS0695  HISTORY     - 1953     MONUMENTED       USGS
 LS0695
 LS0695                          STATION DESCRIPTION
 LS0695
 LS0695'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LS0695'LOCATED ABOUT 14.5 MI. NE. OF LOVELOCK AND 8 MI. SE. OF OREANA, ON
 LS0695'HIGHEST POINT OF A VERY PROMINENT BLACK ROCKY KNOB.
 LS0695'
 LS0695'TO REACH FROM LOVELOCK POST OFFICE, DRIVE E. 1 BLOCK TO U.S. HIGHWAY
 LS0695'40, TURN LEFT (N.) AND FOLLOW U.S. HIGHWAY 40 FOR 6.2 MI., TURN
 LS0695'RIGHT ON MAIN RD. 9.6 MI., TURN LEFT OFF MAIN RD. AND FOLLOW MAIN
 LS0695'TRACK RD. 3.4 MI., TAKE LEFT FORK 0.7 MI., DRIVE NORTHWESTERLY ACROSS
 LS0695'COUNTRY AROUND BASE OF HILLS TO W. SIDE OF BLACK KNOB.  LEAVE TRUCK
 LS0695'AND PACK E. TO TOP OF BLACK KNOB AND STATION.  ABOUT A 15 MINUTE PACK.
 LS0695'
 LS0695'STATION MARK--STANDARD TABLET STAMPED----VA 5902 BLACK KNOB 1953---
 LS0695'CEMENTED IN ROCK OUTCROP.
 LS0695'
 LS0695'REFERENCE MARK NO. 1--STANDARD RM TABLET STAMPED----NO 1 1953---
 LS0695'CEMENTED IN ROCK OUTCROP, 26.12 FT. FROM STATION MARK
 LS0695'36 DEGREES 11 MINUTES.
 LS0695'
 LS0695'REFERENCE MARK NO. 2--STANDARD RM TABLET STAMPED----NO 2 1953---
 LS0695'CEMENTED IN ROCK OUTCROP, 31.23 FT. FROM STATION MARK 316 DEGREES
 LS0695'28 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0660 ***********************************************************************
 LS0660  DESIGNATION -  BLACK KNOLL
 LS0660  PID         -  LS0660
 LS0660  STATE/COUNTY-  NV/WASHOE
 LS0660  USGS QUAD   -  RED ROCK CANYON (1980)
 LS0660
 LS0660                         *CURRENT SURVEY CONTROL
 LS0660  ___________________________________________________________________
 LS0660* NAD 83(1994)-  40 23 50.09056(N)    119 55 34.76141(W)     ADJUSTED  
 LS0660* NAVD 88     -      1814.2    (meters)    5952.     (feet)  VERTCON   
 LS0660  ___________________________________________________________________
 LS0660  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 LS0660  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 LS0660
 LS0660  HORZ ORDER  -  THIRD
 LS0660
 LS0660.The horizontal coordinates were established by classical geodetic methods
 LS0660.and adjusted by the National Geodetic Survey in June 1998..
 LS0660
 LS0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0660
 LS0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0660
 LS0660.The geoid height was determined by GEOID03.
 LS0660
 LS0660;                    North         East     Units Scale Factor Converg.
 LS0660;SPC NV W     - 4,627,583.764   685,994.001   MT  1.00005994   -0 52 13.7
 LS0660;SPC NV W     -15,182,331.07  2,250,631.98   sFT  1.00005994   -0 52 13.7
 LS0660;UTM  11      - 4,475,961.536   251,646.000   MT  1.00035932   -1 53 50.9
 LS0660;UTM  10      - 4,476,386.359   760,861.740   MT  1.00043773   +1 59 35.2
 LS0660
 LS0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0660!SPC NV W     -   0.99971908  x   1.00005994  =   0.99977900
 LS0660!UTM  11      -   0.99971908  x   1.00035932  =   1.00007830
 LS0660!UTM  10      -   0.99971908  x   1.00043773  =   1.00015668
 LS0660
 LS0660|---------------------------------------------------------------------|
 LS0660| PID    Reference Object                     Distance      Geod. Az  |
 LS0660|                                                           dddmmss.s |
 LS0660| CS7071 BLACK KNOLL RM 2                      5.252 METERS 08108     |
 LS0660| CS7070 BLACK KNOLL RM 1                      5.486 METERS 20751     |
 LS0660|---------------------------------------------------------------------|
 LS0660
 LS0660                          SUPERSEDED SURVEY CONTROL
 LS0660
 LS0660  NAD 83(1992)-  40 23 50.09049(N)    119 55 34.76169(W) AD(       ) 3
 LS0660  NAD 83(1990)-  40 23 50.10018(N)    119 55 34.76673(W) AD(       ) 3
 LS0660  NGVD 29 (10/14/92) 1813.1    (m)         5948.     (f) VERT ANG       
 LS0660
 LS0660.Superseded values are not recommended for survey control.
 LS0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0660.See file dsdata.txt to determine how the superseded data were derived.
 LS0660
 LS0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE5164675962(NAD 83)
 LS0660_MARKER: DS = TRIANGULATION STATION DISK
 LS0660_SETTING: 80 = SET IN A BOULDER
 LS0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0660+STABILITY: SURFACE MOTION
 LS0660
 LS0660  HISTORY     - Date     Condition        Report By
 LS0660  HISTORY     - 1953     MONUMENTED       USGS
 LS0660
 LS0660                          STATION DESCRIPTION
 LS0660
 LS0660'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LS0660'LOCATED ABOUT 23.5 MI E. OF LITCHFIELD, 9 MI SE. OF SHEEP RANCH
 LS0660'AT BULL, 5 MI E. OF SKEDADDLE RANCH, ABOUT 1.3 MI W. OF AND 500
 LS0660'FT LOWER THAN HIGHEST PART OF FLAT-TOPPED MOUNTAIN, ABOUT 0.5 MI
 LS0660'SW. OF PROMINENT ROCK DIKE OR OUTCROP.  ON HIGHEST PART OF ROCK
 LS0660'OUTCROP.
 LS0660'
 LS0660'TO REACH FROM DEPOT IN LITCHFIELD, DRIVE NE. ON U.S. HWY. 395
 LS0660'TOWARD RAVENDALE 8.8 MI E. OF RR. X-ING. AND T-RD. E.  TURN RIGHT
 LS0660'(E.) ON DIRT RD. 11.9 MI TO RD. JCT. AND SIGN SUSANVILLE 38 AND
 LS0660'GERLACH 55.  TURN RIGHT 8 MI ALONG MAIN-TRAVELED RD. PASSING
 LS0660'ALONG EAST SIDE OF BUILDING OF SHEEP RANCH AT BULL TO RD. FORKS
 LS0660'0.5 MI E. OF SKEDADDLE RANCH.  TURN LEFT 1.0 MI TO DIM RD. FORKS
 LS0660'ABOUT 150 YARDS N. OF OLD CABIN.  TURN LEFT (E.) ABOUT 0.3 MI TO
 LS0660'POINT IN RD. ALONG CREEK OPPOSITE OLD CABIN.  CROSS CREEK ABOUT
 LS0660'0.6 MI CROSS-COUNTRY FOLLOWING TOP OF WIDE OPEN RIDGE TO N.-S.
 LS0660'DRAIN.  CROSS DRAIN ALONG NORTH EDGE OF FLAT RIDGE ABOUT 1.3 MI.
 LS0660'TURN N. AND CROSS E.-W. DRAIN, THENCE E. ALONG NORTH SIDE OF
 LS0660'DRAIN, CONTINUE ABOUT 0.3 MI TO NARROWS, CROSS DRAIN 0.4 MI E.
 LS0660'ACROSS FLAT AREA IN DRAINAGE AND UP SLOPE TO RIM ROCK AND END OF
 LS0660'TRUCK TRAVEL.  PACK E. UP RIDGE TO CREST, THENCE ESE. ALONG RIDGE
 LS0660'TO ROCK OUTCROP AND STATION.  A 40-MINUTE PACK.
 LS0660'
 LS0660'STATION MARK--STANDARD TABLET STAMPED---BLACK KNOLL 1953---,
 LS0660'CEMENTED IN TOP OF LARGE BOULDER FLUSH WITH GROUND.
 LS0660'
 LS0660'RM 1--STANDARD RM TABLET STAMPED---NO 1 1953---, CEMENTED IN TOP OF
 LS0660'LARGE ROCK 1 FT ABOVE GROUND.
 LS0660'
 LS0660'RM 2--STANDARD RM TABLET STAMPED---NO 2 1953---, CEMENTED IN TOP OF
 LS0660'LARGE BOULDER FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8027 ***********************************************************************
 AH8027  DESIGNATION -  BLACK POINT
 AH8027  PID         -  AH8027
 AH8027  STATE/COUNTY-  NV/EUREKA
 AH8027  USGS QUAD   -  RATTLESNAKE MOUNTAIN (1990)
 AH8027
 AH8027                         *CURRENT SURVEY CONTROL
 AH8027  ___________________________________________________________________
 AH8027* NAD 83(1994)-  39 41 43.53743(N)    115 49 46.39811(W)     ADJUSTED  
 AH8027* NAVD 88     -      2853.6    (meters)    9362.     (feet)  VERTCON   
 AH8027  ___________________________________________________________________
 AH8027  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 AH8027  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 AH8027
 AH8027  HORZ ORDER  -  THIRD
 AH8027
 AH8027.The horizontal coordinates were established by classical geodetic methods
 AH8027.and adjusted by the National Geodetic Survey in February 1999..
 AH8027
 AH8027.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8027
 AH8027.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8027
 AH8027.The geoid height was determined by GEOID03.
 AH8027
 AH8027;                    North         East     Units Scale Factor Converg.
 AH8027;SPC NV E     - 8,548,827.542   178,883.162   MT  0.99990549   -0 09 26.2
 AH8027;SPC NV E     -28,047,278.36    586,885.84   sFT  0.99990549   -0 09 26.2
 AH8027;UTM  11      - 4,394,608.221   600,352.599   MT  0.99972398   +0 44 51.5
 AH8027
 AH8027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8027!SPC NV E     -   0.99955570  x   0.99990549  =   0.99946124
 AH8027!UTM  11      -   0.99955570  x   0.99972398  =   0.99927981
 AH8027
 AH8027                          SUPERSEDED SURVEY CONTROL
 AH8027
 AH8027  NGVD 29 (02/26/99) 2852.3    (m)         9358.     (f) VERT ANG       
 AH8027
 AH8027.Superseded values are not recommended for survey control.
 AH8027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8027.See file dsdata.txt to determine how the superseded data were derived.
 AH8027
 AH8027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD0035394608(NAD 83)
 AH8027_MARKER: DS = TRIANGULATION STATION DISK
 AH8027_SETTING: 66 = SET IN ROCK OUTCROP
 AH8027_PROJECTION: FLUSH
 AH8027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8027+STABILITY: POSITION/ELEVATION WELL
 AH8027
 AH8027  HISTORY     - Date     Condition        Report By
 AH8027  HISTORY     - 1933     MONUMENTED       USGS
 AH8027
 AH8027                          STATION DESCRIPTION
 AH8027
 AH8027'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 AH8027'LOCATED ABOUT 14 MI NE. OF EUREKA. ON TOP OF FAIRLY SHARP PEAK IN
 AH8027'DIAMOND RANGE.
 AH8027'TO REACH FROM EUREKA, TAKE PALISADE RD. 4.4 MI N. THENCE 1.2 MI 3.
 AH8027'THENCE 6.75 MI NE. THENCE 2.1 MI E. TO OLD RANCH HOUSE AT MOUTH OF
 AH8027'BLACK POINT CANYON. THEN BY TRAIL UP BLACK POINT CANYON TO STATION. A
 AH8027'2-HOUR HIKE.
 AH8027'STATION MARK--STANDARD TABLET STAMPED---BLACK POINT 1933---, CEMENTED
 AH8027'IN BEDROCK CENTERED UNDER CAIRN.
 AH8027'RM 1--STANDARD RM TABLET STAMPED---BLACK POINT 1933---, CEMENTED IN
 AH8027'ROCK OUTCROP.
 AH8027'RM 2--1/2-INCH DRILL HOLE IN SOLID ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0328 ***********************************************************************
 MV0328  DESIGNATION -  BLACK RIDGE
 MV0328  PID         -  MV0328
 MV0328  STATE/COUNTY-  NV/HUMBOLDT
 MV0328  USGS QUAD   -  THOUSAND CREEK GORGE (1990)
 MV0328
 MV0328                         *CURRENT SURVEY CONTROL
 MV0328  ___________________________________________________________________
 MV0328* NAD 83(1994)-  41 54 53.83623(N)    118 52 33.86151(W)     ADJUSTED  
 MV0328* NAVD 88     -      1418.8    (meters)    4655.     (feet)  VERTCON   
 MV0328  ___________________________________________________________________
 MV0328  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 MV0328  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 MV0328
 MV0328  HORZ ORDER  -  FIRST
 MV0328
 MV0328.The horizontal coordinates were established by classical geodetic methods
 MV0328.and adjusted by the National Geodetic Survey in June 1998..
 MV0328
 MV0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0328
 MV0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0328
 MV0328.The geoid height was determined by GEOID03.
 MV0328
 MV0328;                    North         East     Units Scale Factor Converg.
 MV0328;SPC NV W     - 4,795,294.246   775,716.475   MT  0.99990725   -0 11 44.0
 MV0328;SPC NV W     -15,732,561.21  2,544,996.47   sFT  0.99990725   -0 11 44.0
 MV0328;SPC OR S     -    28,888.453 1,634,731.893   MT  1.00013151   +1 06 39.6
 MV0328;SPC OR S     -    94,778.39  5,363,293.61   iFT  1.00013151   +1 06 39.6
 MV0328;UTM  11      - 4,642,035.682   344,418.374   MT  0.99989786   -1 15 12.7
 MV0328
 MV0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0328!SPC NV W     -   0.99978072  x   0.99990725  =   0.99968799
 MV0328!SPC OR S     -   0.99978072  x   1.00013151  =   0.99991221
 MV0328!UTM  11      -   0.99978072  x   0.99989786  =   0.99967861
 MV0328
 MV0328|---------------------------------------------------------------------|
 MV0328| PID    Reference Object                     Distance      Geod. Az  |
 MV0328|                                                           dddmmss.s |
 MV0328| CD6891 BLACK RIDGE RM 1                      7.594 METERS 13528     |
 MV0328| MV0047 N 67                                               1402822.1 |
 MV0328| CD6892 BLACK RIDGE RM 2                      5.252 METERS 28114     |
 MV0328|---------------------------------------------------------------------|
 MV0328
 MV0328                          SUPERSEDED SURVEY CONTROL
 MV0328
 MV0328  NAD 83(1991)-  41 54 53.83586(N)    118 52 33.86260(W) AD(       ) 1
 MV0328  NAD 83(1986)-  41 54 53.83937(N)    118 52 33.86199(W) AD(       ) 1
 MV0328  NAD 27      -  41 54 54.22100(N)    118 52 30.20500(W) AD(       ) 1
 MV0328  NGVD 29 (03/31/99) 1417.6    (m)         4651.     (f) VERT ANG       
 MV0328
 MV0328.Superseded values are not recommended for survey control.
 MV0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0328.See file dsdata.txt to determine how the superseded data were derived.
 MV0328
 MV0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG4441842036(NAD 83)
 MV0328_MARKER: DS = TRIANGULATION STATION DISK
 MV0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0328+STABILITY: SURFACE MOTION
 MV0328
 MV0328  HISTORY     - Date     Condition        Report By
 MV0328  HISTORY     - 1950     MONUMENTED       CGS
 MV0328  HISTORY     - 1964     GOOD             USGS
 MV0328
 MV0328                          STATION DESCRIPTION
 MV0328
 MV0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 MV0328'THE STATION IS LOCATED ABOUT 13 MILES AIR LINE WEST-SOUTHWEST
 MV0328'OF DENIO.  1.3 MILES NORTH OF THE ROAD BETWEEN DENIO, OREGON
 MV0328'AND CEDARVILLE, CALIFORNIA.  ABOUT 1.0 MILE NORTH OF THE SOUTH
 MV0328'END OF A NARROW, BLACK RIDGE WHICH RUNS NORTH AND SOUTH THROUGH
 MV0328'THE VALLEY.  THE STATION MARK, STAMPED BLACK RIDGE 1950, IS A
 MV0328'BRONZE DISK, FLUSH WITH THE GROUND, ON THE EASTERN SIDE OF THE
 MV0328'RIDGE.  ABOUT 10 YARDS WEST OF THE RIM ROCK WHICH IS ON THE
 MV0328'NORTHWESTERN SIDE OF A SHALLOW DRAW.  THE MARK IS 8 FEET NORTH
 MV0328'OF A 5-FOOT CAIRN.
 MV0328'
 MV0328'REFERENCE MARK NO. 1, STAMPED BLACK RIDGE NO 1 1950, IS A BRONZE
 MV0328'DISK SET IN A 2- BY 4-FOOT BOULDER THAT PROJECTS 18 INCHES
 MV0328'AND IS APPROXIMATELY 1 FOOT LOWER THAN THE STATION.
 MV0328'
 MV0328'REFERENCE MARK NO. 2, STAMPED BLACK RIDGE NO 2 1950, IS A
 MV0328'BRONZE DISK SET IN A 2- BY 3-FOOT BOULDER THAT PROJECTS
 MV0328'APPROXIMATELY 18 INCHES AND IS ABOUT 18 INCHES HIGHER THAN THE
 MV0328'STATION.
 MV0328'
 MV0328'THE AZIMUTH MARK IS A U.S.C. AND G.S. BENCH MARK STAMPED N 67 1934.
 MV0328'IT IS ABOUT 100 YARDS NORTH OF THE NEW ROAD.  25 FEET NORTH OF
 MV0328'THE OLD ROAD BED AND 3 FEET WEST OF A WHITE WITNESS POST.  THE
 MV0328'MARK IS SET IN A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 14
 MV0328'INCHES.
 MV0328'
 MV0328'TO REACH THE STATION FROM THE POST OFFICE AND CROSS ROADS IN
 MV0328'DENIO, OREGON, GO WEST AND SOUTHWEST ON THE ROAD TO CEDARVILLE,
 MV0328'CALIFORNIA FOR 4.2 MILES TO A FORK.  KEEP LEFT FORK AND THE MAIN
 MV0328'TRAVELED ROAD FOR 6.9 MILES TO A FORK AND SIGN CEDARVILLE
 MV0328'105.  KEEP RIGHT, WEST, AND GO 7.6 MILES TO A POINT WHERE THE
 MV0328'NEW ROAD CROSSES THE OLD ROAD BED.  FROM HERE, THE AZIMUTH MARK
 MV0328'CAN BE REACHED BY TURNING RIGHT ON THE OLD ROAD 0.4 MILE TO
 MV0328'THE MARK ON THE RIGHT.  TO REACH THE STATION FROM THE POINT
 MV0328'WHERE THE TWO ROADS CROSS, CONTINUE WESTERLY ON THE MAIN
 MV0328'TRAVELED ROAD 2.2 MILES TO A DIM TRACK ROAD RIGHT, ABOUT 1/2
 MV0328'MILE EAST OF THE SOUTH END OF THE HIGH, BLACK RIDGE.  TURN
 MV0328'RIGHT AND GO ACROSS COUNTRY, NORTH, KEEPING ABOUT 1/2 MILE
 MV0328'EAST OF THE RIDGE, FOR ABOUT 1.5 MILES TO A DRY LAKE.  TURN
 MV0328'LEFT, WESTERLY, 0.3 MILE TO THE BASE OF THE RIDGE AND THE END OF
 MV0328'TRUCK TRAVEL.  FROM HERE PACK UP THE RIDGE THROUGH THE
 MV0328'PROMINENT BREAK IN THE RIM ROCK, TO THE STATION ON THE
 MV0328'NORTHERN SIDE OF THE SHALLOW DRAW.  ABOUT A 20 MINUTE PACK.
 MV0328
 MV0328                          STATION RECOVERY (1964)
 MV0328
 MV0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MV0328'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41118-4 STATION 1002.
 MV0328'STATION MARK--BRONZE DISC STAMPED---BLACK RIDGE 1950---FLUSH WITH
 MV0328'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0394 ***********************************************************************
 JP0394  DESIGNATION -  BLACK ROCK
 JP0394  PID         -  JP0394
 JP0394  STATE/COUNTY-  NV/NYE
 JP0394  USGS QUAD   -  THE WALL (1968)
 JP0394
 JP0394                         *CURRENT SURVEY CONTROL
 JP0394  ___________________________________________________________________
 JP0394* NAD 83(1994)-  38 28 59.79225(N)    115 53 33.00633(W)     ADJUSTED  
 JP0394* NAVD 88     -      2198.3    (meters)    7212.     (feet)  VERTCON   
 JP0394  ___________________________________________________________________
 JP0394  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 JP0394  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 JP0394
 JP0394  HORZ ORDER  -  SECOND
 JP0394
 JP0394.The horizontal coordinates were established by classical geodetic methods
 JP0394.and adjusted by the National Geodetic Survey in June 1998..
 JP0394
 JP0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0394
 JP0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0394
 JP0394.The geoid height was determined by GEOID03.
 JP0394
 JP0394;                    North         East     Units Scale Factor Converg.
 JP0394;SPC NV C     - 6,414,526.327   567,541.873   MT  0.99995616   +0 28 54.4
 JP0394;SPC NV C     -21,044,991.79  1,862,010.30   sFT  0.99995616   +0 28 54.4
 JP0394;SPC NV E     - 8,414,287.652   173,026.816   MT  0.99990896   -0 11 32.6
 JP0394;SPC NV E     -27,605,875.40    567,672.15   sFT  0.99990896   -0 11 32.6
 JP0394;UTM  11      - 4,260,018.654   596,595.189   MT  0.99971490   +0 41 21.2
 JP0394
 JP0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0394!SPC NV C     -   0.99965887  x   0.99995616  =   0.99961505
 JP0394!SPC NV E     -   0.99965887  x   0.99990896  =   0.99956786
 JP0394!UTM  11      -   0.99965887  x   0.99971490  =   0.99937387
 JP0394
 JP0394|---------------------------------------------------------------------|
 JP0394| PID    Reference Object                     Distance      Geod. Az  |
 JP0394|                                                           dddmmss.s |
 JP0394| DC9810 BLACK ROCK RM 1                      13.874 METERS 19117     |
 JP0394| DC9811 BLACK ROCK RM 2                      13.291 METERS 27517     |
 JP0394| JQ0558 GRAND                               APPROX.22.2 KM 2774309.1 |
 JP0394|---------------------------------------------------------------------|
 JP0394
 JP0394                          SUPERSEDED SURVEY CONTROL
 JP0394
 JP0394  NAD 83(1986)-  38 28 59.78722(N)    115 53 33.00835(W) AD(       ) 2
 JP0394  NAD 27      -  38 29 00.03110(N)    115 53 29.85415(W) AD(       ) 2
 JP0394  NGVD 29 (07/19/86) 2197.2    (m)         7209.     (f) VERT ANG       
 JP0394
 JP0394.Superseded values are not recommended for survey control.
 JP0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0394.See file dsdata.txt to determine how the superseded data were derived.
 JP0394
 JP0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC9659560019(NAD 83)
 JP0394_MARKER: DD = SURVEY DISK
 JP0394_SETTING: 66 = SET IN ROCK OUTCROP
 JP0394
 JP0394  HISTORY     - Date     Condition        Report By
 JP0394  HISTORY     - 1967     MONUMENTED       USGS
 JP0394
 JP0394                          STATION DESCRIPTION
 JP0394
 JP0394'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (TES)
 JP0394'LOCATED ABOUT 32 MI. (AIRLINE) NE. OF WARM SPRINGS.  ABOUT 1.8
 JP0394'MI. SSE. OF BLACK ROCK SUMMIT.  ON HIGHEST PART OF TOP.
 JP0394'
 JP0394'TO REACH FROM WARM SPRINGS, FLY ON A TRUE BEARING OF N. 54
 JP0394'DEG E. FOR 32 MI. TO TOP AND STATION.
 JP0394'
 JP0394'STATION MARK--A STANDARD TABLET STAMPED BLACK ROCK 1967 CEMENTED
 JP0394'IN ROCK.
 JP0394'
 JP0394'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED NO 1 1967
 JP0394'CEMENTED IN ROCK ABOUT 4 FT. LOWER THAN STATION.
 JP0394'
 JP0394'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED NO 2 1967
 JP0394'CEMENTED IN ROCK ABOUT 10 FT. LOWER THAN STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0395 ***********************************************************************
 HP0395  DESIGNATION -  BLACK TOP
 HP0395  PID         -  HP0395
 HP0395  STATE/COUNTY-  NV/NYE
 HP0395  USGS QUAD   -  BLACK TOP (1985)
 HP0395
 HP0395                         *CURRENT SURVEY CONTROL
 HP0395  ___________________________________________________________________
 HP0395* NAD 83(1994)-  37 47 09.37886(N)    115 55 58.94486(W)     ADJUSTED  
 HP0395* NAVD 88     -      2043.     (meters)    6703.     (feet)  SCALED    
 HP0395  ___________________________________________________________________
 HP0395  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 HP0395  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 HP0395
 HP0395  HORZ ORDER  -  FIRST
 HP0395
 HP0395.The horizontal coordinates were established by classical geodetic methods
 HP0395.and adjusted by the National Geodetic Survey in June 1998..
 HP0395
 HP0395.The orthometric height was scaled from a topographic map.
 HP0395
 HP0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0395
 HP0395.The geoid height was determined by GEOID03.
 HP0395
 HP0395;                    North         East     Units Scale Factor Converg.
 HP0395;SPC NV C     - 6,337,099.848   564,617.047   MT  0.99995141   +0 26 58.3
 HP0395;SPC NV C     -20,790,968.42  1,852,414.43   sFT  0.99995141   +0 26 58.3
 HP0395;SPC NV E     - 8,336,903.966   169,198.346   MT  0.99991168   -0 12 51.4
 HP0395;SPC NV E     -27,351,992.43    555,111.57   sFT  0.99991168   -0 12 51.4
 HP0395;UTM  11      - 4,182,600.904   593,949.223   MT  0.99970871   +0 39 13.6
 HP0395
 HP0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0395!SPC NV C     -   0.99968342  x   0.99995141  =   0.99963485
 HP0395!SPC NV E     -   0.99968342  x   0.99991168  =   0.99959513
 HP0395!UTM  11      -   0.99968342  x   0.99970871  =   0.99939222
 HP0395
 HP0395|---------------------------------------------------------------------|
 HP0395| PID    Reference Object                     Distance      Geod. Az  |
 HP0395|                                                           dddmmss.s |
 HP0395| DC9812 BLACK TOP RM 1                        4.013 METERS 04021     |
 HP0395| DC9813 BLACK TOP RM 2                        7.585 METERS 15353     |
 HP0395| DC9814 BLACK TOP RM 3 AZIMUTH                             2482623.9 |
 HP0395|---------------------------------------------------------------------|
 HP0395
 HP0395                          SUPERSEDED SURVEY CONTROL
 HP0395
 HP0395  NAD 83(1986)-  37 47 09.37376(N)    115 55 58.95160(W) AD(       ) 1
 HP0395  NAD 27      -  37 47 09.58000(N)    115 55 55.80700(W) AD(       ) 1
 HP0395
 HP0395.Superseded values are not recommended for survey control.
 HP0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0395.See file dsdata.txt to determine how the superseded data were derived.
 HP0395
 HP0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB9394982601(NAD 83)
 HP0395_MARKER: DS = TRIANGULATION STATION DISK
 HP0395_SETTING: 80 = SET IN A BOULDER
 HP0395_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HP0395
 HP0395  HISTORY     - Date     Condition        Report By
 HP0395  HISTORY     - 1933     MONUMENTED       CGS
 HP0395  HISTORY     - 1938     GOOD             CGS
 HP0395  HISTORY     - 1939     GOOD             CGS
 HP0395  HISTORY     - 1952     GOOD             AMS
 HP0395  HISTORY     - 1954     GOOD             CGS
 HP0395
 HP0395                          STATION DESCRIPTION
 HP0395
 HP0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 HP0395'STATION IS ON A VERY NOTICEABLE PEAK BECAUSE OF RED ROCK SIDES
 HP0395'AND A BLACK CROWN, ABOUT 11 MILES A LITTLE N OF E FROM CEDAR PIPE
 HP0395'LINE CAMP AND ABOUT 15 MILES NE OF BELTED PEAK. IN A BURIED
 HP0395'BOULDER IN THE CENTER OF THE CROWN OR THE HIGHEST POINT.
 HP0395'
 HP0395'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 HP0395'BOULDER.  REFERENCE AND AZIMUTH MARKS ARE
 HP0395'STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 HP0395'
 HP0395'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS W ON FIRST PEAK ABOUT 1/4
 HP0395'MILE AWAY AND ABOUT 150 FEET DOWN SLOPE FROM HIGHEST PART
 HP0395'TOWARDS STATION.
 HP0395'
 HP0395'REACHED AS FOLLOWS--FROM CEDAR PIPE LINE CAMP GO OUT N GATE
 HP0395'AND TAKE FIRST ROAD TO LEFT OF SIGN LEADING NE, GO 11.0 MILES
 HP0395'TO A PLACE WHERE THE ROAD PASSES BETWEEN TWO LITTLE BUMPS ON THE
 HP0395'HIGHEST PLACE IN THE ROAD, TURN RIGHT OFF ROAD AND GO ABOUT 0.5
 HP0395'MILE TO BASE OF HILL, LEAVE TRUCK HERE AND CLIMB TO THE HIGHEST
 HP0395'POINT.  ABOUT 45 MINUTES PACK.
 HP0395'
 HP0395'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 HP0395
 HP0395                          STATION RECOVERY (1938)
 HP0395
 HP0395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 HP0395'STATION IS LOCATED ABOUT 10 MILES, AIRLINE, A LITTLE N OF E OF
 HP0395'THE CEDAR PINE LINE RANCH, WHICH IS 75 MILES E OF TONOPAH AND 64
 HP0395'MILES E OF CRYSTAL SPRINGS, ON THE TONOPAH-PIOCHE ROAD.  IT IS ON
 HP0395'THE HIGHEST POINT OF A VERY NOTICEABLE PEAK WHICH HAS RED ROCK
 HP0395'SIDES AND A BLACK CROWN.  THE SIDES ARE VERY STEEP.
 HP0395'
 HP0395'THE AZIMUTH MARK IS REFERENCE MARK NO. 3, AND IS ABOUT 1/4 MILE W
 HP0395'OF THE STATION AND JUST ABOVE THE SADDLE ON THE SLOPE OF A SMALL
 HP0395'ROCKY RIDGE.
 HP0395'
 HP0395'TO REACH FROM THE CEDAR PIPE LINE RANCH--GO OUT N GATE AND TAKE
 HP0395'FIRST ROAD LEADING TO THE LEFT OF SIGN, LEADING NE.  CONTINUE FOR
 HP0395'11.0 MILES ON THIS ROAD TO A PLACE WHERE THE ROAD PASSES BETWEEN
 HP0395'TWO LITTLE BUMPS ON THE HIGHEST PLACE ON THE ROAD.  THENCE TURN
 HP0395'RIGHT OFF ROAD AND GO ABOUT 0.5 MILE TO THE BASE OF HILL.  THENCE
 HP0395'LEAVE TRUCK AND PACK TO THE HIGHEST POINT OF THE HILL AND
 HP0395'STATION SITE.  IT IS ABOUT A 45-MINUTE PACK.  ALL MARKS WERE
 HP0395'FOUND IN GOOD CONDITION.
 HP0395
 HP0395                          STATION RECOVERY (1939)
 HP0395
 HP0395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 HP0395'STATION IS ON A SMALL PEAK WHICH IS VERY NOTICEABLE BY ITS RED
 HP0395'AND PINK ROCK SLOPES AND BLACK CROWNED SUMMIT.  IT IS ABOUT 11
 HP0395'MILES E X N, AIRLINE, FROM CEDAR PIPE LINE RANCH, AND ABOUT 15
 HP0395'MILES NNE OF BELTED PEAK.
 HP0395'
 HP0395'STATION MARK IS A STANDARD DISK TRIANGULATION MARK SET IN A
 HP0395'BOULDER WHICH IS APPARENTLY PART OF THE LEDGEROCK.  THE BOULDER
 HP0395'IS ABOUT 1 FOOT SQUARE IN SHAPE AND PROJECTS ABOUT 6 INCHES ABOVE
 HP0395'THE GROUND, AND IS ABOUT 24 FEET NW OF THE HIGHEST POINT OF THE
 HP0395'HILL.
 HP0395'
 HP0395'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 1/2 MILE WSW ON THE E
 HP0395'SLOPE OF A SMALL PEAK (ABOUT 150 FEET LOWER THAN SMALL PEAK SUMMIT),
 HP0395'AND ABOUT 300 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 HP0395'REFERENCE MARK, SET IN LEDGEROCK NEAR A SMALL CAIRN.
 HP0395'
 HP0395'REFERENCE MARK NO. 1 IS SET IN LEDGEROCK NE OF, AND ABOUT 3 FEET
 HP0395'LOWER THAN THE STATION.  REFERENCE MARK NO. 2 IS SET IN LEDGEROCK SE
 HP0395'OF, AND 3 FEET HIGHER THAN THE STATION.
 HP0395'
 HP0395'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION AND APPARENTLY
 HP0395'UNDISTURBED.
 HP0395'
 HP0395'THERE WAS A DISCREPANCY BETWEEN THE 1933 AND 1939 HORIZONTAL
 HP0395'MEASURED DISTANCES, AND THE DIRECTION OF REFERENCE MARK NO. 1.  BUT
 HP0395'THE MARKS WERE APPARENTLY UNDISTURBED.
 HP0395'
 HP0395'REACHED AS FOLLOWS FROM CEDAR PIPE LINE RANCH--GO OUT THE N GATE
 HP0395'TO A VERY DIM AND WASHED-OUT ROAD (ABOUT 0.1 MILE FROM GATE, AND
 HP0395'JUST AFTER PASSING ROAD SIGN), TAKE RIGHT FORK (ENE) AND FOLLOW
 HP0395'THIS ROAD 11.0 MILES TO A PLACE WHERE THE ROAD PASSES BETWEEN TWO
 HP0395'SMALL HUMPS AT THE HIGHEST POINT OF THE ROAD.  THENCE TURN RIGHT
 HP0395'(SOUTHERLY DIRECTION) OFF THE ROAD AND GO ABOUT 0.5 MILE TO THE
 HP0395'BASE OF THE HILL AND THE END OF TRUCK TRAVEL.  FROM THIS POINT
 HP0395'PACK IN A SOUTHERLY DIRECTION TO THE HIGHEST POINT OF THE HILL
 HP0395'AND THE STATION.  ABOUT A 45-MINUTE PACK.
 HP0395
 HP0395                          STATION RECOVERY (1952)
 HP0395
 HP0395'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HP0395'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 HP0395'
 HP0395'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 HP0395'
 HP0395'THE STATION IS LOCATED IN A SLIGHT SADDLE, CENTERED NORTH AND
 HP0395'SOUTH ON RIDGE.  ALSO CENTERED EAST AND WEST.  THE EAST AND WEST
 HP0395'ENDS OF THE RIDGE ARE 3 TO 4 FEET HIGHER THAN THE MARK.
 HP0395'
 HP0395'THE STATION MARK IS A STANDARD BRONZE DISC, SET IN THE TOP OF A
 HP0395'1-1/2 FOOT SQUARE IMBEDDED BOULDER, PROJECTING 6-INCHES.
 HP0395'
 HP0395'REFERENCE MARK 1, A STANDARD DISK IS STAMPED BLACK TOP NO 1 1933,
 HP0395'SET IN A 6 X 3 FOOT ROCK ON NORTH RIMROCK, FLUSH WITH GROUND.
 HP0395'
 HP0395'REFERENCE MARK 2, A STANDARD DISK IS STAMPED BLACK TOP NO 2 1933,
 HP0395'SET IN RIMROCK ON SE END OF TOP.
 HP0395'
 HP0395'A 4 FOOT STAND AND CATWALK ARE IN PLACE, IN GOOD CONDITION.
 HP0395
 HP0395                          STATION RECOVERY (1954)
 HP0395
 HP0395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0395'RECOVERED-THE STATION WAS NOT VISITED.  THE DESCRIPTION OF THE
 HP0395'APPEARANCE OF THE PEAK AND THE VERIFICATION OF THE PEAK WITH LOCAL
 HP0395'RESIDENTS WAS DEEMED SATISFACTORY FOR PHOTO IDENTIFICATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0557 ***********************************************************************
 KQ0557  DESIGNATION -  BLACKBURN
 KQ0557  PID         -  KQ0557
 KQ0557  STATE/COUNTY-  NV/NYE
 KQ0557  USGS QUAD   -  SAVORY MOUNTAIN (1990)
 KQ0557
 KQ0557                         *CURRENT SURVEY CONTROL
 KQ0557  ___________________________________________________________________
 KQ0557* NAD 83(1994)-  39 04 07.31063(N)    116 29 20.40031(W)     ADJUSTED  
 KQ0557* NAVD 88     -      2488.4    (meters)    8164.     (feet)  VERTCON   
 KQ0557  ___________________________________________________________________
 KQ0557  LAPLACE CORR-           7.57  (seconds)                    DEFLEC99
 KQ0557  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 KQ0557
 KQ0557  HORZ ORDER  -  THIRD
 KQ0557
 KQ0557.The horizontal coordinates were established by classical geodetic methods
 KQ0557.and adjusted by the National Geodetic Survey in June 1998..
 KQ0557
 KQ0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0557
 KQ0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0557
 KQ0557.The geoid height was determined by GEOID03.
 KQ0557
 KQ0557;                    North         East     Units Scale Factor Converg.
 KQ0557;SPC NV C     - 6,479,239.271   515,374.191   MT  0.99990291   +0 06 43.1
 KQ0557;SPC NV C     -21,257,304.17  1,690,856.82   sFT  0.99990291   +0 06 43.1
 KQ0557;UTM  11      - 4,324,524.294   544,205.681   MT  0.99962406   +0 19 19.4
 KQ0557
 KQ0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0557!SPC NV C     -   0.99961311  x   0.99990291  =   0.99951606
 KQ0557!UTM  11      -   0.99961311  x   0.99962406  =   0.99923732
 KQ0557
 KQ0557                          SUPERSEDED SURVEY CONTROL
 KQ0557
 KQ0557  NAD 83(1986)-  39 04 07.31496(N)    116 29 20.40382(W) AD(       ) 3
 KQ0557  NGVD 29 (04/13/94) 2487.0    (m)         8159.     (f) VERT ANG       
 KQ0557
 KQ0557.Superseded values are not recommended for survey control.
 KQ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0557.See file dsdata.txt to determine how the superseded data were derived.
 KQ0557
 KQ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND4420624524(NAD 83)
 KQ0557_MARKER: DS = TRIANGULATION STATION DISK
 KQ0557_SETTING: 0 = UNSPECIFIED SETTING
 KQ0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0557
 KQ0557  HISTORY     - Date     Condition        Report By
 KQ0557  HISTORY     - 1955     MONUMENTED       USGS
 KQ0557
 KQ0557                          STATION DESCRIPTION
 KQ0557
 KQ0557'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0557'LOCATED ABOUT 46.0 MI. SW. OF EUREKA, ON PINE TIMBERED E. W. RIDGE,
 KQ0557'ON HIGHEST POINT OF E. END OF RIDGE.
 KQ0557'
 KQ0557'TO REACH FROM EUREKA POST OFFICE, DRIVE W. ALONG U.S. HIGHWAY 50 FOR
 KQ0557'19.5 MI. TO ANTELOPE VALLEY ROAD LEFT, TURN S. ALONG GRADED RD. TO
 KQ0557'RD. FORKS AND SIGN MARTIN RANCH,  TAKE RIGHT FORK TO MARTIN RANCH
 KQ0557'AND DRIVE 5.4 MI. TO RD. FORKS AND SIGN MONITOR VALLEY, TAKE
 KQ0557'RIGHT FORK TO MONITOR VALLEY 15.3 MI. TO RD. FORKS LEFT AND SIGN
 KQ0557'BLACKBURN A S, TAKE LEFT FORK TO OLD BLACKBURN RANGER STATION AND
 KQ0557'FOLLOW TRACK RD. 6.0 MI. FROM RD. FORK AND SIGN, TURN LEFT (E.) AND
 KQ0557'DRIVE ACROSS COUNTRY TOWARD RISE TO PICK-UP AND FOLLOW OLD WAGON RD.
 KQ0557'ABOUT 0.8 MI.  LEAVE TRUCK AND HIKE UPHILL (E.) TOWARD ROCK TIMBERED
 KQ0557'E  W. RIDGE TO HIGHEST POINT ON E. END AND STATION.  ABOUT 1 HR. PACK.
 KQ0557'
 KQ0557'STATION MARK STANDARD TABLET STAMPED----BLACKBURN 1955----CEMENTED
 KQ0557'IN EMBEDDED BOULDER.
 KQ0557'
 KQ0557'REFERENCE MARK NO. 1 STANDARD REFERENCE MARK TABLET STAMPED----NO 1
 KQ0557'1955----CEMENTED IN EMBEDDED BOULDER, 46.06 FT. FROM STATION MARK
 KQ0557'306 DEGREES 23 MINUTES.
 KQ0557'
 KQ0557'REFERENCE MARK NO. 2 STANDARD REFERENCE MARK TABLET STAMPED---
 KQ0557'NO 2 1955----CEMENTED IN EMBEDDED BOULDER, 49.51 FT. FROM STATION
 KQ0557'MARK 41 DEGREES 22 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8026 ***********************************************************************
 AH8026  DESIGNATION -  BLACKBURN
 AH8026  PID         -  AH8026
 AH8026  STATE/COUNTY-  NV/EUREKA
 AH8026  USGS QUAD   -  MINERAL HILL NW (1986)
 AH8026
 AH8026                         *CURRENT SURVEY CONTROL
 AH8026  ___________________________________________________________________
 AH8026* NAD 83(1994)-  40 13 44.96198(N)    116 10 49.50966(W)     ADJUSTED  
 AH8026* NAVD 88     -      1635.94   (+/-2cm)    5367.2    (feet)  VERTCON   
 AH8026  ___________________________________________________________________
 AH8026  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 AH8026  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 AH8026
 AH8026  HORZ ORDER  -  THIRD
 AH8026  VERT ORDER  -  THIRD ? (See Below)
 AH8026
 AH8026.The horizontal coordinates were established by classical geodetic methods
 AH8026.and adjusted by the National Geodetic Survey in February 1999..
 AH8026
 AH8026.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8026.The vertical order pertains to the NGVD 29 superseded value.
 AH8026
 AH8026.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8026
 AH8026.The geoid height was determined by GEOID03.
 AH8026
 AH8026;                    North         East     Units Scale Factor Converg.
 AH8026;SPC NV E     - 8,608,225.654   149,188.298   MT  0.99993177   -0 23 08.3
 AH8026;SPC NV E     -28,242,153.67    489,461.94   sFT  0.99993177   -0 23 08.3
 AH8026;UTM  11      - 4,453,513.897   569,725.138   MT  0.99965984   +0 31 45.6
 AH8026
 AH8026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8026!SPC NV E     -   0.99974658  x   0.99993177  =   0.99967837
 AH8026!UTM  11      -   0.99974658  x   0.99965984  =   0.99940651
 AH8026
 AH8026                          SUPERSEDED SURVEY CONTROL
 AH8026
 AH8026  NGVD 29 (02/26/99) 1634.78   (m)         5363.4    (f) LEVELING    3  
 AH8026
 AH8026.Superseded values are not recommended for survey control.
 AH8026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8026.See file dsdata.txt to determine how the superseded data were derived.
 AH8026
 AH8026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE6972553514(NAD 83)
 AH8026_MARKER: DS = TRIANGULATION STATION DISK
 AH8026_SETTING: 80 = SET IN A BOULDER
 AH8026_PROJECTION: FLUSH
 AH8026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8026+STABILITY: SURFACE MOTION
 AH8026
 AH8026  HISTORY     - Date     Condition        Report By
 AH8026  HISTORY     - 1936     MONUMENTED       USGS
 AH8026
 AH8026                          STATION DESCRIPTION
 AH8026
 AH8026'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 AH8026'LOCATED ABOUT 0.8 MI W. OF BLACKBURN, A STATION ON EUREAK-NEVADA RR.
 AH8026'ON FIRST BENCH ABOVE VALLEY, 33 FT S. OF CENTER OF BLACKBURN-BUCKHORN
 AH8026'RD., BETWEEN RD. AND NOTICEABLE WIND-BLOWN BARE SPOTS.
 AH8026'STATION MARK--STANDARD TABLET STAMPED---BLACKBURN 1936---, CEMENTED IN
 AH8026'LAVA BOULDER SET IN GROUND.
 AH8026'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN LAVA BOULDER
 AH8026'SET IN GROUND AT NORTH EDGE OF RD.
 AH8026'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN LAVA BOULDER
 AH8026'SET IN GROUND AT SOUTH EDGE OF RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0696 ***********************************************************************
 JP0696  DESIGNATION -  BLACKROCK
 JP0696  PID         -  JP0696
 JP0696  STATE/COUNTY-  NV/WHITE PINE
 JP0696  USGS QUAD   -  CURRANT MOUNTAIN (1990)
 JP0696
 JP0696                         *CURRENT SURVEY CONTROL
 JP0696  ___________________________________________________________________
 JP0696* NAD 83(1994)-  38 59 26.02967(N)    115 26 24.25134(W)     ADJUSTED  
 JP0696* NAVD 88     -      3066.5    (meters)   10061.     (feet)  VERTCON   
 JP0696  ___________________________________________________________________
 JP0696  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 JP0696  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 JP0696
 JP0696  HORZ ORDER  -  THIRD
 JP0696
 JP0696.The horizontal coordinates were established by classical geodetic methods
 JP0696.and adjusted by the National Geodetic Survey in June 1998..
 JP0696
 JP0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0696
 JP0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0696
 JP0696.The geoid height was determined by GEOID03.
 JP0696
 JP0696;                    North         East     Units Scale Factor Converg.
 JP0696;SPC NV E     - 8,470,560.794   212,410.813   MT  0.99990190   +0 05 24.5
 JP0696;SPC NV E     -27,790,498.20    696,884.48   sFT  0.99990190   +0 05 24.5
 JP0696;UTM  11      - 4,316,886.740   635,098.544   MT  0.99982474   +0 58 53.9
 JP0696
 JP0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0696!SPC NV E     -   0.99952245  x   0.99990190  =   0.99942440
 JP0696!UTM  11      -   0.99952245  x   0.99982474  =   0.99934728
 JP0696
 JP0696|---------------------------------------------------------------------|
 JP0696| PID    Reference Object                     Distance      Geod. Az  |
 JP0696|                                                           dddmmss.s |
 JP0696| CS8711 BLACKROCK RM 2                        3.499 METERS 00640     |
 JP0696| CS8710 BLACKROCK RM 1                        2.975 METERS 24858     |
 JP0696|---------------------------------------------------------------------|
 JP0696
 JP0696                          SUPERSEDED SURVEY CONTROL
 JP0696
 JP0696  NAD 83(1986)-  38 59 26.02585(N)    115 26 24.24952(W) AD(       ) 3
 JP0696  NGVD 29 (01/04/94) 3065.0    (m)        10056.     (f) VERT ANG       
 JP0696
 JP0696.Superseded values are not recommended for survey control.
 JP0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0696.See file dsdata.txt to determine how the superseded data were derived.
 JP0696
 JP0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD3509916887(NAD 83)
 JP0696_MARKER: DS = TRIANGULATION STATION DISK
 JP0696_SETTING: 66 = SET IN ROCK OUTCROP
 JP0696_SP_SET: SET IN BEDROCK
 JP0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0696+STABILITY: POSITION/ELEVATION WELL
 JP0696
 JP0696  HISTORY     - Date     Condition        Report By
 JP0696  HISTORY     - 1947     MONUMENTED       USGS
 JP0696
 JP0696                          STATION DESCRIPTION
 JP0696
 JP0696'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JP0696'LOCATED ABOUT 5.0 MI W. AND 3.0 MI S. OF ELLISON RANGER STATION.
 JP0696'ON NORTH END OF HIGH BLUE LIMESTONE RIDGE ON WEST SIDE OF
 JP0696'CORDUROY BASIN.  THERE IS A HIGHER RIDGE ABOUT 0.5 MI S.
 JP0696'
 JP0696'TO REACH FROM ELLISON RANGER STATION, DRIVE ABOUT 1000 FT S. AND
 JP0696'TURN RIGHT THROUGH PASTURE GATE 0.3 MI.  PASS THROUGH SECOND GATE
 JP0696'AND TURN LEFT 1.2 MI TO RD. FORKS WITH SIGN
 JP0696'CORDUROY AND WHITE RIVER.  TAKE LEFT FORK TOWARD CORDUROY 0.2
 JP0696'MI.  PASS THROUGH GATE 3.1 MI TO SMALL FENCED PASTURE NEAR SPRING
 JP0696'AND END OF TRUCK TRAVEL WITHOUT 4-WHEEL DRIVE.  WITH 4-WHEEL DRIVE
 JP0696'GO ON OLD POOR RD. AROUND SOUTH AND WEST SIDES OF PASTURE AND UP
 JP0696'SLOPE 2.6 MI INTO CORDUROY BASIN TO END OF TRUCK TRAVEL.  STATION
 JP0696'IS ABOUT 0.5 MI W. AND ABOUT 1000 FT HIGHER.
 JP0696'
 JP0696'STATION MARK--STANDARD TABLET STAMPED---BLACKROCK 1947---, CEMENTED
 JP0696'IN BEDROCK.
 JP0696'
 JP0696'RM 1--STANDARD RM TABLET STAMPED---BLACKROCK NO 1---.
 JP0696'
 JP0696'RM 2--CHISELED CROSS IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1909 ***********************************************************************
 KR1909  DESIGNATION -  BLACKROCK
 KR1909  PID         -  KR1909
 KR1909  STATE/COUNTY-  NV/LYON
 KR1909  USGS QUAD   -  LINCOLN FLAT (1993)
 KR1909
 KR1909                         *CURRENT SURVEY CONTROL
 KR1909  ___________________________________________________________________
 KR1909* NAD 83(1994)-  39 07 26.68788(N)    119 16 50.23633(W)     ADJUSTED  
 KR1909* NAVD 88     -      1675.0    (meters)    5495.     (feet)  VERTCON   
 KR1909  ___________________________________________________________________
 KR1909  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 KR1909  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 KR1909
 KR1909  HORZ ORDER  -  THIRD
 KR1909
 KR1909.The horizontal coordinates were established by classical geodetic methods
 KR1909.and adjusted by the National Geodetic Survey in June 1998..
 KR1909
 KR1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1909
 KR1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1909
 KR1909.The geoid height was determined by GEOID03.
 KR1909
 KR1909;                    North         East     Units Scale Factor Converg.
 KR1909;SPC NV W     - 4,485,603.564   739,707.823   MT  0.99994475   -0 26 24.0
 KR1909;SPC NV W     -14,716,517.69  2,426,858.08   sFT  0.99994475   -0 26 24.0
 KR1909;UTM  11      - 4,333,022.593   302,851.672   MT  1.00007860   -1 26 22.3
 KR1909
 KR1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1909!SPC NV W     -   0.99974111  x   0.99994475  =   0.99968587
 KR1909!UTM  11      -   0.99974111  x   1.00007860  =   0.99981969
 KR1909
 KR1909|---------------------------------------------------------------------|
 KR1909| PID    Reference Object                     Distance      Geod. Az  |
 KR1909|                                                           dddmmss.s |
 KR1909| CS8826 BLACKROCK RM 2                        9.132 METERS 20957     |
 KR1909| CS8825 BLACKROCK RM 1                        9.147 METERS 32228     |
 KR1909|---------------------------------------------------------------------|
 KR1909
 KR1909                          SUPERSEDED SURVEY CONTROL
 KR1909
 KR1909  NAD 83(1986)-  39 07 26.68957(N)    119 16 50.21339(W) AD(       ) 3
 KR1909  NGVD 29 (03/15/94) 1674.0    (m)         5492.     (f) VERT ANG       
 KR1909
 KR1909.Superseded values are not recommended for survey control.
 KR1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1909.See file dsdata.txt to determine how the superseded data were derived.
 KR1909
 KR1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0285233023(NAD 83)
 KR1909_MARKER: DS = TRIANGULATION STATION DISK
 KR1909_SETTING: 66 = SET IN ROCK OUTCROP
 KR1909_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KR1909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1909+STABILITY: POSITION/ELEVATION WELL
 KR1909
 KR1909  HISTORY     - Date     Condition        Report By
 KR1909  HISTORY     - 1955     MONUMENTED       USGS
 KR1909
 KR1909                          STATION DESCRIPTION
 KR1909
 KR1909'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KR1909'LOCATED ABOUT 11 MI NW. OF YERINGTON, 5.5 MI WSW. OF WABUSKA.  ON
 KR1909'HIGHEST POINT OF LARGE BLACK-STRIPED DONE-SHAPED TOP.
 KR1909'
 KR1909'TO REACH FROM WABUSKA POST OFFICE, DRIVE 1.4 MI N. ON U.S. HWY.
 KR1909'95A TO RD. FORKS.  TURN LEFT ON DIRT RD. 2.2 MI W. TO RD. FORKS.
 KR1909'TURN LEFT CROSSING RR. TRACKS 4.3 MI TO T-RD. N., CONTINUE
 KR1909'STRAIGHT AHEAD 0.6 MI TO T-RD. S.  TURN LEFT 1.2 MI ON
 KR1909'MAIN-TRAVELED RD. TO DIM TRACKS LEFT.  TURN LEFT UP SLOPE 0.5 MI
 KR1909'E. TO END OF RD.  PACK E. UP SLOPE TO HIGHEST POINT AND STATION.
 KR1909'A 15-MINUTE PACK.
 KR1909'
 KR1909'STATION MARK--STANDARD TABLET STAMPED---BLACKROCK 1955---, CEMENTED
 KR1909'IN DRILL HOLE IN ROCK OUTCROP.
 KR1909'
 KR1909'RM 1--COPPER NAIL AND WASHER STAMPED---NO 1---, LEADED IN DRILL
 KR1909'HOLE IN ROCK OUTCROP.
 KR1909'
 KR1909'RM 2--COPPER NAIL AND WASHER STAMPED---NO 2---, LEADED IN DRILL
 KR1909'HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0279 ***********************************************************************
 JQ0279  DESIGNATION -  BLAIR
 JQ0279  PID         -  JQ0279
 JQ0279  STATE/COUNTY-  NV/ESMERALDA
 JQ0279  USGS QUAD   -  BLAIR JUNCTION (1968)
 JQ0279
 JQ0279                         *CURRENT SURVEY CONTROL
 JQ0279  ___________________________________________________________________
 JQ0279* NAD 83(1994)-  38 00 34.06176(N)    117 46 43.76223(W)     ADJUSTED  
 JQ0279* NAVD 88     -      1469.958  (meters)    4822.69   (feet)  ADJUSTED  
 JQ0279  ___________________________________________________________________
 JQ0279  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 JQ0279  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 JQ0279  DYNAMIC HT  -        1468.372 (meters)    4817.48  (feet)  COMP
 JQ0279  MODELED GRAV-     979,499.5   (mgal)                       NAVD 88
 JQ0279
 JQ0279  HORZ ORDER  -  THIRD
 JQ0279  VERT ORDER  -  FIRST     CLASS II
 JQ0279
 JQ0279.The horizontal coordinates were established by classical geodetic methods
 JQ0279.and adjusted by the National Geodetic Survey in June 1998..
 JQ0279
 JQ0279.The orthometric height was determined by differential leveling
 JQ0279.and adjusted by the National Geodetic Survey in June 1991..
 JQ0279
 JQ0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0279
 JQ0279.The geoid height was determined by GEOID03.
 JQ0279
 JQ0279.The dynamic height is computed by dividing the NAVD 88
 JQ0279.geopotential number by the normal gravity value computed on the
 JQ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0279.degrees latitude (g = 980.6199 gals.).
 JQ0279
 JQ0279.The modeled gravity was interpolated from observed gravity values.
 JQ0279
 JQ0279;                    North         East     Units Scale Factor Converg.
 JQ0279;SPC NV W     - 4,361,959.161   870,646.558   MT  0.99996145   +0 29 43.6
 JQ0279;SPC NV W     -14,310,861.01  2,856,446.25   sFT  0.99996145   +0 29 43.6
 JQ0279;UTM  11      - 4,207,150.961   431,629.708   MT  0.99965757   -0 28 46.6
 JQ0279
 JQ0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0279!SPC NV W     -   0.99977340  x   0.99996145  =   0.99973486
 JQ0279!UTM  11      -   0.99977340  x   0.99965757  =   0.99943104
 JQ0279
 JQ0279:                Primary Azimuth Mark                     Grid Az
 JQ0279:SPC NV W     -  BLAIR AZ MK                              009 33 17.7
 JQ0279:UTM  11      -  BLAIR AZ MK                              010 31 47.9
 JQ0279
 JQ0279|---------------------------------------------------------------------|
 JQ0279| PID    Reference Object                     Distance      Geod. Az  |
 JQ0279|                                                           dddmmss.s |
 JQ0279| JQ0276 BLAIR AZ MK                                        0100301.3 |
 JQ0279| JQ0277 BLAIR RM 1                           19.385 METERS 14204     |
 JQ0279| JQ0278 L 14                                 37.275 METERS 22936     |
 JQ0279|---------------------------------------------------------------------|
 JQ0279
 JQ0279                          SUPERSEDED SURVEY CONTROL
 JQ0279
 JQ0279  NAD 83(1992)-  38 00 34.05917(N)    117 46 43.76160(W) AD(       ) 3
 JQ0279  NAD 83(1986)-  38 00 34.05924(N)    117 46 43.75928(W) AD(       ) 3
 JQ0279  NAD 27      -  38 00 34.30800(N)    117 46 40.40000(W) AD(       ) 3
 JQ0279  NGVD 29 (??/??/92) 1468.826  (m)         4818.97   (f) ADJ UNCH    1 2
 JQ0279
 JQ0279.Superseded values are not recommended for survey control.
 JQ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0279.See file dsdata.txt to determine how the superseded data were derived.
 JQ0279
 JQ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC3163007151(NAD 83)
 JQ0279_MARKER: DS = TRIANGULATION STATION DISK
 JQ0279_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0279_STAMPING: BLAIR 1950
 JQ0279_MARK LOGO: CGS   
 JQ0279_PROJECTION: FLUSH
 JQ0279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0279+STABILITY: POSITION/ELEVATION WELL
 JQ0279
 JQ0279  HISTORY     - Date     Condition        Report By
 JQ0279  HISTORY     - 1950     MONUMENTED       CGS
 JQ0279  HISTORY     - 1953     GOOD             NGS
 JQ0279  HISTORY     - 1958     GOOD             CGS
 JQ0279  HISTORY     - 1965     GOOD             USGS
 JQ0279  HISTORY     - 1984     GOOD             NGS
 JQ0279
 JQ0279                          STATION DESCRIPTION
 JQ0279
 JQ0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 JQ0279'THE STATION IS LOCATED ABOUT 35 MILES BY ROAD WEST OF TONOPAH IN
 JQ0279'OPEN COUNTRY, ABOUT 0.8 MILE SOUTH OF THE JUNCTION OF U.S.
 JQ0279'HIGHWAYS 95 AND 6 AND STATE HIGHWAY 47, 0.3 MILE WEST OF STATE
 JQ0279'HIGHWAY 47 AT THE INTERSECTION POINT OF THE ABANDONED
 JQ0279'TONOPAH-GOLDFIELD RAILROAD BED, 55 PACES NORTH OF THE RAILROAD
 JQ0279'BED AND 5 PACES NORTH NORTHEAST OF A 4X4 INCH WITNESS POST.  THE
 JQ0279'MARK IS STAMPED BLAIR 1950 AND SET IN THE TOP OF A CONCRETE
 JQ0279'POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
 JQ0279'
 JQ0279'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 JQ0279'STATION.  IT IS A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 JQ0279'THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  THE MARK
 JQ0279'IS STAMPED BLAIR NO 1 1950.
 JQ0279'
 JQ0279'BENCH MARK L-14 IS STAMPED 4818.137.  IT IS ABOUT 15 PACES NORTH
 JQ0279'OF THE ABANDONED RAILROAD BED.  IT IS A BRONZE CAP ATTACHED TO
 JQ0279'THE TOP OF A SECTION OF 3-1/2 INCH IRON PIPE THAT PROJECTS ABOUT
 JQ0279'5 INCHES ABOVE THE GROUND SURFACE.  THE MARK IS 0.269 METERS
 JQ0279'LOWER THAN THE STATION MARK.
 JQ0279'
 JQ0279'THE AZIMUTH MARK IS LOCATED AT THE JUNCTION OF U.S. HIGHWAYS 95
 JQ0279'AND 6 AND STATE HIGHWAY 47, 91.5 FEET NORTH OF THE CENTER LINE OF
 JQ0279'THE U.S. HIGHWAYS AT THE INTERSECTION POINT OF STATE HIGHWAY 47,
 JQ0279'63.5 FEET NORTH OF A HIGHWAY SIGN TONOPAH COALDALE.  THE MARK IS
 JQ0279'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 JQ0279'ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  THE MARK IS STAMPED
 JQ0279'BLAIR 1950.  IT IS 5 FEET EAST OF A 4X4 INCH WITNESS POST.
 JQ0279'
 JQ0279'THE STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 95 AND
 JQ0279'6 AND STATE HIGHWAY 47 BY GOING SOUTH ON STATE HIGHWAY 47 FOR 0.7
 JQ0279'MILE TO A ROAD RIGHT JUST BEFORE REACHING THE ABANDONED
 JQ0279'RAILROAD BED.  TURN RIGHT AND GO 0.3 MILE ALONG DIRT ROAD TO THE
 JQ0279'STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
 JQ0279
 JQ0279                          STATION RECOVERY (1953)
 JQ0279
 JQ0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 JQ0279'7.4 MI E FROM COALDALE.
 JQ0279'6.3 MILES EAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF THE
 JQ0279'HIGHWAYS AT COALDALE, THENCE 0.8 MILE SOUTH ALONG STATE HIGHWAY 47,
 JQ0279'THENCE 0.3 MILE WEST ALONG AN ABANDONED RAILROAD BED, 171 FEET NORTH
 JQ0279'OF THE CENTER LINE OF THE RAILROAD BED, 122.3 FEET NORTHEAST OF L 14,
 JQ0279'63.4 FEET NORTHWEST OF BLAIR R.M. 1, 14.4 FEET NORTHWEST OF A WITNESS
 JQ0279'POST, ABOUT 1 1/2 FEET LOWER THAN THE OLD RAILROAD BED, AND SET IN THE
 JQ0279'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JQ0279
 JQ0279                          STATION RECOVERY (1958)
 JQ0279
 JQ0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 JQ0279'THE STATION, THE REFERENCE MARK, BM L 14, AND THE AZIMUTH MARK
 JQ0279'WERE RECOVERED IN GOOD CONDITION.
 JQ0279'
 JQ0279'THE DESCRIPTION IS ADEQUATE AND COMPLETE EXCEPT THAT THE BENCH
 JQ0279'MARK HAS BEEN REENFORCED BY CONCRETE.
 JQ0279
 JQ0279                          STATION RECOVERY (1965)
 JQ0279
 JQ0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JQ0279'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38117-3, STATION 1002.
 JQ0279'STATION MARK--A STANDARD DISK STAMPED---BLAIR 1950---, SET IN THE TOP
 JQ0279'OF A CONCRETE POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 JQ0279'SURFACE.
 JQ0279
 JQ0279                          STATION RECOVERY (1984)
 JQ0279
 JQ0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0279'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0276 ***********************************************************************
 JQ0276  DESIGNATION -  BLAIR AZ MK
 JQ0276  PID         -  JQ0276
 JQ0276  STATE/COUNTY-  NV/ESMERALDA
 JQ0276  USGS QUAD   -  BLAIR JUNCTION (1968)
 JQ0276
 JQ0276                         *CURRENT SURVEY CONTROL
 JQ0276  ___________________________________________________________________
 JQ0276* NAD 83(1986)-  38 01 08.     (N)    117 46 35.     (W)     SCALED    
 JQ0276* NAVD 88     -      1490.322  (meters)    4889.50   (feet)  ADJUSTED  
 JQ0276  ___________________________________________________________________
 JQ0276  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 JQ0276  DYNAMIC HT  -        1488.711 (meters)    4884.21  (feet)  COMP
 JQ0276  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 JQ0276
 JQ0276  VERT ORDER  -  FIRST     CLASS II
 JQ0276
 JQ0276.The horizontal coordinates were scaled from a topographic map and have
 JQ0276.an estimated accuracy of +/- 6 seconds.
 JQ0276
 JQ0276.The orthometric height was determined by differential leveling
 JQ0276.and adjusted by the National Geodetic Survey in June 1991..
 JQ0276
 JQ0276.The geoid height was determined by GEOID03.
 JQ0276
 JQ0276.The dynamic height is computed by dividing the NAVD 88
 JQ0276.geopotential number by the normal gravity value computed on the
 JQ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0276.degrees latitude (g = 980.6199 gals.).
 JQ0276
 JQ0276.The modeled gravity was interpolated from observed gravity values.
 JQ0276
 JQ0276;                    North         East    Units  Estimated Accuracy
 JQ0276;SPC NV W     - 4,363,010.      870,850.      MT  (+/- 180 meters Scaled)
 JQ0276
 JQ0276                          SUPERSEDED SURVEY CONTROL
 JQ0276
 JQ0276  NGVD 29 (??/??/92) 1489.184  (m)         4885.76   (f) ADJ UNCH    1 2
 JQ0276
 JQ0276.Superseded values are not recommended for survey control.
 JQ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0276.See file dsdata.txt to determine how the superseded data were derived.
 JQ0276
 JQ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC318081(NAD 83)
 JQ0276_MARKER: DZ = AZIMUTH MARK DISK
 JQ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0276_STAMPING: BLAIR 1950
 JQ0276_MARK LOGO: CGS   
 JQ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0276+STABILITY: SURFACE MOTION
 JQ0276
 JQ0276  HISTORY     - Date     Condition        Report By
 JQ0276  HISTORY     - 1950     MONUMENTED       CGS
 JQ0276  HISTORY     - 1953     GOOD             NGS
 JQ0276  HISTORY     - 1958     GOOD             NGS
 JQ0276  HISTORY     - 1984     GOOD             NGS
 JQ0276
 JQ0276                          STATION DESCRIPTION
 JQ0276
 JQ0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0276'6.3 MI E FROM COALDALE.
 JQ0276'6.3 MILES EAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF THE
 JQ0276'HIGHWAYS AT COALDALE, AT THE T JUNCTION OF STATE HIGHWAY 47 LEADING
 JQ0276'SOUTH, 92 FEET NORTH OF THE CENTER OF THE JUNCTION, 68 FEET WEST OF
 JQ0276'THE CENTER LINE OF A DIM TRACK ROAD, 63.6 FEET NORTH OF A TONOPAH AND
 JQ0276'COALDALE SIGN, 5.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 JQ0276'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 JQ0276'ABOVE THE GROUND.
 JQ0276
 JQ0276                          STATION RECOVERY (1958)
 JQ0276
 JQ0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JQ0276'RECOVERED IN GOOD CONDITION.
 JQ0276
 JQ0276                          STATION RECOVERY (1984)
 JQ0276
 JQ0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0277 ***********************************************************************
 JQ0277  DESIGNATION -  BLAIR RM 1
 JQ0277  PID         -  JQ0277
 JQ0277  STATE/COUNTY-  NV/ESMERALDA
 JQ0277  USGS QUAD   -  BLAIR JUNCTION (1968)
 JQ0277
 JQ0277                         *CURRENT SURVEY CONTROL
 JQ0277  ___________________________________________________________________
 JQ0277* NAD 83(1986)-  38 00 34.     (N)    117 46 43.     (W)     SCALED    
 JQ0277* NAVD 88     -      1469.743  (meters)    4821.98   (feet)  ADJUSTED  
 JQ0277  ___________________________________________________________________
 JQ0277  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 JQ0277  DYNAMIC HT  -        1468.157 (meters)    4816.78  (feet)  COMP
 JQ0277  MODELED GRAV-     979,499.4   (mgal)                       NAVD 88
 JQ0277
 JQ0277  VERT ORDER  -  FIRST     CLASS II
 JQ0277
 JQ0277.The horizontal coordinates were scaled from a topographic map and have
 JQ0277.an estimated accuracy of +/- 6 seconds.
 JQ0277
 JQ0277.The orthometric height was determined by differential leveling
 JQ0277.and adjusted by the National Geodetic Survey in June 1991..
 JQ0277
 JQ0277.The geoid height was determined by GEOID03.
 JQ0277
 JQ0277.The dynamic height is computed by dividing the NAVD 88
 JQ0277.geopotential number by the normal gravity value computed on the
 JQ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0277.degrees latitude (g = 980.6199 gals.).
 JQ0277
 JQ0277.The modeled gravity was interpolated from observed gravity values.
 JQ0277
 JQ0277;                    North         East    Units  Estimated Accuracy
 JQ0277;SPC NV W     - 4,361,960.      870,670.      MT  (+/- 180 meters Scaled)
 JQ0277
 JQ0277                          SUPERSEDED SURVEY CONTROL
 JQ0277
 JQ0277  NGVD 29 (??/??/92) 1468.612  (m)         4818.27   (f) ADJ UNCH    1 2
 JQ0277
 JQ0277.Superseded values are not recommended for survey control.
 JQ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0277.See file dsdata.txt to determine how the superseded data were derived.
 JQ0277
 JQ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC316071(NAD 83)
 JQ0277_MARKER: DR = REFERENCE MARK DISK
 JQ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0277_STAMPING: BLAIR NO 1 1950
 JQ0277_MARK LOGO: CGS   
 JQ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0277+STABILITY: SURFACE MOTION
 JQ0277
 JQ0277  HISTORY     - Date     Condition        Report By
 JQ0277  HISTORY     - 1950     MONUMENTED       CGS
 JQ0277  HISTORY     - 1953     GOOD             NGS
 JQ0277  HISTORY     - 1958     GOOD             NGS
 JQ0277  HISTORY     - 1984     GOOD             NGS
 JQ0277
 JQ0277                          STATION DESCRIPTION
 JQ0277
 JQ0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0277'7.4 MI E FROM COALDALE.
 JQ0277'6.3 MILES EAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF THE
 JQ0277'HIGHWAYS AT COALDALE, THENCE 0.8 MILE SOUTH ALONG STATE HIGHWAY 47,
 JQ0277'THENCE 0.3 MILE WEST ALONG AN ABANDONED RAILROAD BED, 130 FEET NORTH
 JQ0277'OF THE CENTER LINE OF THE RAILROAD BED, 135.3 FEET NORTHEAST OF L 14,
 JQ0277'63.4 FEET SOUTHEAST OF TRIANGULATION STATION BLAIR, 1.5 FEET WEST OF A
 JQ0277'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE RAILROAD BED, AND SET IN
 JQ0277'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 JQ0277
 JQ0277                          STATION RECOVERY (1958)
 JQ0277
 JQ0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JQ0277'RECOVERED IN GOOD CONDITION.
 JQ0277
 JQ0277                          STATION RECOVERY (1984)
 JQ0277
 JQ0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0277'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8157 ***********************************************************************
 AH8157  DESIGNATION -  BLANCA
 AH8157  PID         -  AH8157
 AH8157  STATE/COUNTY-  NV/MINERAL
 AH8157  USGS QUAD   -  LITTLE HUNTOON VALLEY (1967)
 AH8157
 AH8157                         *CURRENT SURVEY CONTROL
 AH8157  ___________________________________________________________________
 AH8157* NAD 83(1994)-  38 11 09.41004(N)    118 26 59.77542(W)     ADJUSTED  
 AH8157* NAVD 88     -      2395.2    (meters)    7858.     (feet)  VERTCON   
 AH8157  ___________________________________________________________________
 AH8157  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 AH8157  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AH8157
 AH8157  HORZ ORDER  -  THIRD
 AH8157
 AH8157.The horizontal coordinates were established by classical geodetic methods
 AH8157.and adjusted by the National Geodetic Survey in February 1999..
 AH8157
 AH8157.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8157
 AH8157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8157
 AH8157.The geoid height was determined by GEOID03.
 AH8157
 AH8157;                    North         East     Units Scale Factor Converg.
 AH8157;SPC NV W     - 4,381,249.786   811,685.662   MT  0.99990168   +0 04 56.9
 AH8157;SPC NV W     -14,374,150.34  2,663,005.38   sFT  0.99990168   +0 04 56.9
 AH8157;UTM  11      - 4,227,439.993   373,018.232   MT  0.99979858   -0 53 47.4
 AH8157
 AH8157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8157!SPC NV W     -   0.99962821  x   0.99990168  =   0.99952993
 AH8157!UTM  11      -   0.99962821  x   0.99979858  =   0.99942686
 AH8157
 AH8157                          SUPERSEDED SURVEY CONTROL
 AH8157
 AH8157  NGVD 29 (02/26/99) 2393.9    (m)         7854.     (f) VERT ANG       
 AH8157
 AH8157.Superseded values are not recommended for survey control.
 AH8157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8157.See file dsdata.txt to determine how the superseded data were derived.
 AH8157
 AH8157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC7301827440(NAD 83)
 AH8157_MARKER: DS = TRIANGULATION STATION DISK
 AH8157_SETTING: 66 = SET IN ROCK OUTCROP
 AH8157_PROJECTION: FLUSH
 AH8157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8157+STABILITY: POSITION/ELEVATION WELL
 AH8157
 AH8157  HISTORY     - Date     Condition        Report By
 AH8157  HISTORY     - 1967     MONUMENTED       USGS
 AH8157
 AH8157                          STATION DESCRIPTION
 AH8157
 AH8157'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AH8157'LOCATED ABOUT 26 MI. (AIRLINE) SE. OF HAWTHORNE, ABOUT 23 MI. SW. OF
 AH8157'MINA, AT THE W. SIDE OF TEELS MARSH, ON A PROMINENT WHITE TOP.
 AH8157'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 10 (S.
 AH8157'OF MINA), DRIVE SW. ON STATE HIGHWAY 10 FOR 5 MI. TO A T-RD. W., TURN
 AH8157'RIGHT, W., ON DIRT RD., 9.8 MI. TO RD. FORK, TURN LEFT, SW., 0.7 MI.
 AH8157'TO RD. FORK, TURN RIGHT, W., 5.3 MI. TO RD. FORK, TAKE RIGHT FORK AND
 AH8157'CONTINUE SW. 2.3 MI., TURN LEFT LEAVING RD. AND GO UP SLOPE FOR 0.6
 AH8157'MI. TO END OF TRUCK TRAVEL.  PACK TO TOP OF RIDGE AND THEN SE. ALONG
 AH8157'RIDGE TO WHITE TOP AND STATION.  ABOUT A 50-MINUTE PACK.
 AH8157'STATION MARK--STANDARD USGS TABLET SET IN LARGE BOULDER STAMPED---
 AH8157'---BLANCA NPD 1967---.  (THIS NPD STATION WAS MONUMENTED BY USGS IN
 AH8157'1967.)
 AH8157'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED---
 AH8157'---NO 1 1967--- SET IN ROCK OUTCROP, 15.18 FT. FROM STATION MARK AND
 AH8157'0.5 FT. LOWER IN DIRECT 24 DEGREES 05 MINUTES.
 AH8157'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED---
 AH8157'---NO 2 1967--- SET IN ROCK OUTCROP, 9.96 FT. FROM STATION MARK AND 2
 AH8157'FT. LOWER IN DIRECT 308 DEGREES 40 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0843 ***********************************************************************
 GR0843  DESIGNATION -  BLAT
 GR0843  PID         -  GR0843
 GR0843  STATE/COUNTY-  NV/CLARK
 GR0843  USGS QUAD   -  UTE (1983)
 GR0843
 GR0843                         *CURRENT SURVEY CONTROL
 GR0843  ___________________________________________________________________
 GR0843* NAD 83(1994)-  36 33 22.71676(N)    114 41 41.87491(W)     ADJUSTED  
 GR0843* NAVD 88     -       568.152  (meters)    1864.01   (feet)  POSTED    
 GR0843  ___________________________________________________________________
 GR0843  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 GR0843  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 GR0843  DYNAMIC HT  -         567.590 (meters)    1862.17  (feet)  COMP
 GR0843  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 GR0843
 GR0843  HORZ ORDER  -  SECOND
 GR0843  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0843
 GR0843.The horizontal coordinates were established by classical geodetic methods
 GR0843.and adjusted by the National Geodetic Survey in June 1998..
 GR0843
 GR0843.The orthometric height was determined by differential leveling
 GR0843.and adjusted by the National Geodetic Survey in 1992..
 GR0843.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0843.rate of 1.1 thru 2.0 mm/km.
 GR0843
 GR0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0843
 GR0843.The geoid height was determined by GEOID03.
 GR0843
 GR0843.The dynamic height is computed by dividing the NAVD 88
 GR0843.geopotential number by the normal gravity value computed on the
 GR0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0843.degrees latitude (g = 980.6199 gals.).
 GR0843
 GR0843.The modeled gravity was interpolated from observed gravity values.
 GR0843
 GR0843;                    North         East     Units Scale Factor Converg.
 GR0843;SPC NV E     - 8,200,762.021   279,525.187   MT  0.99997789   +0 31 44.9
 GR0843;SPC NV E     -26,905,333.40    917,075.55   sFT  0.99997789   +0 31 44.9
 GR0843;UTM  11      - 4,048,126.623   706,294.737   MT  1.00012435   +1 22 24.2
 GR0843
 GR0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0843!SPC NV E     -   0.99991511  x   0.99997789  =   0.99989300
 GR0843!UTM  11      -   0.99991511  x   1.00012435  =   1.00003945
 GR0843
 GR0843:                Primary Azimuth Mark                     Grid Az
 GR0843:SPC NV E     -  VICKEY                                   054 09 49.9
 GR0843:UTM  11      -  VICKEY                                   053 19 10.6
 GR0843
 GR0843|---------------------------------------------------------------------|
 GR0843| PID    Reference Object                     Distance      Geod. Az  |
 GR0843|                                                           dddmmss.s |
 GR0843| GR0838 VICKEY                              APPROX. 3.3 KM 0544134.8 |
 GR0843| GR0842 BLAT RM 1                            16.014 METERS 06404     |
 GR0843| GR0844 BLAT RM 2                            11.189 METERS 14640     |
 GR0843| CC5205 BLAT WP                                            20634     |
 GR0843|---------------------------------------------------------------------|
 GR0843
 GR0843                          SUPERSEDED SURVEY CONTROL
 GR0843
 GR0843  NAD 83(1994)-  36 33 22.71662(N)    114 41 41.87295(W) AD(       ) 2
 GR0843  NAD 83(1992)-  36 33 22.71634(N)    114 41 41.87442(W) AD(       ) 2
 GR0843  NAD 83(1986)-  36 33 22.71000(N)    114 41 41.86313(W) AD(       ) 2
 GR0843  NAD 27      -  36 33 22.81400(N)    114 41 38.87600(W) AD(       ) 2
 GR0843  NGVD 29 (??/??/92)  567.501  (m)         1861.88   (f) ADJ UNCH    2 0
 GR0843
 GR0843.Superseded values are not recommended for survey control.
 GR0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0843.See file dsdata.txt to determine how the superseded data were derived.
 GR0843
 GR0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0629548127(NAD 83)
 GR0843_MARKER: DS = TRIANGULATION STATION DISK
 GR0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0843_STAMPING: BLAT 1957
 GR0843_MARK LOGO: CGS   
 GR0843_PROJECTION: PROJECTING 6 CENTIMETERS
 GR0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0843+STABILITY: SURFACE MOTION
 GR0843
 GR0843  HISTORY     - Date     Condition        Report By
 GR0843  HISTORY     - 1957     MONUMENTED       CGS
 GR0843  HISTORY     - 1957     GOOD             CGS
 GR0843  HISTORY     - 19790223 GOOD             USGS
 GR0843  HISTORY     - 1983     GOOD             NGS
 GR0843
 GR0843                          STATION DESCRIPTION
 GR0843
 GR0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR0843'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF GLENDALE, ON
 GR0843'THE SOUTHEAST EDGE OF A LOW MESA.
 GR0843'
 GR0843'TO REACH FROM GLENDALE, GO SOUTHWEST ON U.S. HIGHWAY 91 FOR
 GR0843'10.0 MILES TO THE SOUTHWEST ONE OF TWO CONCRETE BRIDGES.
 GR0843'CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.3 MILES TO A DIRT
 GR0843'SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.05 MILE TO OLD HIGHWAY.
 GR0843'CROSS OLD HIGHWAY AND GO UP BANK FOR 0.05 MILE.  THEN TURN
 GR0843'RIGHT AND FOLLOW TRACK ROAD NORTHEAST ALONG EDGE OF BANK FOR
 GR0843'0.3 MILE TO STATION ON RIGHT.
 GR0843'
 GR0843'THE STATION MARK, STAMPED BLAT 1957, IS A STANDARD BRONZE DISK
 GR0843'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 GR0843'ABOUT 0.1 MILE NORTHWEST OF THE HIGHWAY, 36 FEET NORTHWEST OF THE
 GR0843'EDGE OF THE BANK, AND 10.65 FEET NORTHEAST OF A WHITE WITNESS
 GR0843'POST.
 GR0843'
 GR0843'REFERENCE MARK NO. 1, STAMPED BLAT NO 1 1957, IS A STANDARD
 GR0843'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK WHICH
 GR0843'IS FLUSH WITH THE GROUND.  IT IS ABOUT 2 FEET NORTHWEST OF THE
 GR0843'EDGE OF THE BANK.
 GR0843'
 GR0843'REFERENCE MARK NO. 2, STAMPED BLAT NO 2 1957, IS A STANDARD
 GR0843'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK WHICH
 GR0843'IS FLUSH WITH THE GROUND.  IT IS ABOUT 4 FEET NORTHWEST OF THE
 GR0843'EDGE OF THE BANK.
 GR0843
 GR0843                          STATION RECOVERY (1957)
 GR0843
 GR0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GR0843'10.45 MI SW FROM GLENDALE.
 GR0843'10.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE STANDARD SERVICE
 GR0843'STATION IN GLENDALE, THENCE 0.2 MILE NORTHWEST ACROSS COUNTRY TO TOP
 GR0843'OF A SMALL MESA, 29 FEET HIGHER THAN THE HIGHWAY, IN T 16 S, R 65 E,
 GR0843'SOUTHEAST CORNER OF SECTION 10, 10.7 FEET NORTH OF A WITNESS POST, SET
 GR0843'IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 GR0843
 GR0843                          STATION RECOVERY (1979)
 GR0843
 GR0843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RBF)
 GR0843'RECOVERED IN GOOD CONDITION.
 GR0843
 GR0843                          STATION RECOVERY (1983)
 GR0843
 GR0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0843'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0843'16.4 KM (10.25 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST
 GR0843'END OF THE HIGHWAY BRIDGE OVER THE MUDDY RIVER IN GLENDALE, THENCE
 GR0843'0.15 KM (0.1 MI) NORTHWEST ACROSS COUNTRY TO THE TOP OF THE SOUTHEAST
 GR0843'EDGE OF THE NORTHEAST END OF A SMALL LOW MESA, 16.0 METERS (52.5 FT)
 GR0843'SOUTHWEST OF RM 1, 14.9 METERS (49 FT) SOUTHWEST OF A 6 BY 6 INCH
 GR0843'CONCRETE SPANISH TRAIL MARKER POST PROJECTING 5 FEET, 11.1 METERS
 GR0843'(36.5 FT) NORTHWEST OF RM 2, 10.3 METERS (34 FT) NORTHWEST OF THE
 GR0843'SOUTHEAST EDGE OF THE MESA. NOTE WILL NOT BE INCLUDED IN THE
 GR0843'RELEVELING PROGRAM.
 GR0843'THE MARK IS 3.2 METERS  NE FROM A WITNESS POST.
 GR0843'THE MARK IS 7.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0842 ***********************************************************************
 GR0842  DESIGNATION -  BLAT RM 1
 GR0842  PID         -  GR0842
 GR0842  STATE/COUNTY-  NV/CLARK
 GR0842  USGS QUAD   -  UTE (1983)
 GR0842
 GR0842                         *CURRENT SURVEY CONTROL
 GR0842  ___________________________________________________________________
 GR0842* NAD 83(1986)-  36 33 23.     (N)    114 41 42.     (W)     SCALED    
 GR0842* NAVD 88     -       567.680  (meters)    1862.46   (feet)  POSTED    
 GR0842  ___________________________________________________________________
 GR0842  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 GR0842  DYNAMIC HT  -         567.120 (meters)    1860.63  (feet)  COMP
 GR0842  MODELED GRAV-     979,631.4   (mgal)                       NAVD 88
 GR0842
 GR0842  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0842
 GR0842.The horizontal coordinates were scaled from a topographic map and have
 GR0842.an estimated accuracy of +/- 6 seconds.
 GR0842
 GR0842.The orthometric height was determined by differential leveling
 GR0842.and adjusted by the National Geodetic Survey in 1992..
 GR0842.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0842.rate of 1.1 thru 2.0 mm/km.
 GR0842
 GR0842.The geoid height was determined by GEOID03.
 GR0842
 GR0842.The dynamic height is computed by dividing the NAVD 88
 GR0842.geopotential number by the normal gravity value computed on the
 GR0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0842.degrees latitude (g = 980.6199 gals.).
 GR0842
 GR0842.The modeled gravity was interpolated from observed gravity values.
 GR0842
 GR0842;                    North         East    Units  Estimated Accuracy
 GR0842;SPC NV E     - 8,200,770.      279,520.      MT  (+/- 180 meters Scaled)
 GR0842
 GR0842                          SUPERSEDED SURVEY CONTROL
 GR0842
 GR0842  NGVD 29 (??/??/92)  567.029  (m)         1860.33   (f) ADJ UNCH    2 0
 GR0842
 GR0842.Superseded values are not recommended for survey control.
 GR0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0842.See file dsdata.txt to determine how the superseded data were derived.
 GR0842
 GR0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA062481(NAD 83)
 GR0842_MARKER: DR = REFERENCE MARK DISK
 GR0842_SETTING: 66 = SET IN ROCK OUTCROP
 GR0842_SP_SET: ROCK OUTCROP
 GR0842_STAMPING: BLAT NO 1 1957
 GR0842_MARK LOGO: CGS   
 GR0842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0842+STABILITY: POSITION/ELEVATION WELL
 GR0842
 GR0842  HISTORY     - Date     Condition        Report By
 GR0842  HISTORY     - 1957     MONUMENTED       CGS
 GR0842  HISTORY     - 19790223 GOOD             USGS
 GR0842  HISTORY     - 1983     GOOD             NGS
 GR0842
 GR0842                          STATION DESCRIPTION
 GR0842
 GR0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0842'10.45 MI SW FROM GLENDALE.
 GR0842'10.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE STANDARD SEVICE
 GR0842'STATION IN GLENDALE, THENCE 0.2 MILE NORTHWEST ACROSS COUNTRY TO TOP
 GR0842'OF A SMALL MESA, 29 FEET HIGHER THAN THE HIGHWAY, IN T 16 S, R 65 E,
 GR0842'SOUTHEAST CORNER OF SECTION 10, 52.5 FEET NORTHEAST OF THE STATION
 GR0842'MARK, SET IN TOP OF A ROCK OUTCROP AND FLUSH WITH THE GROUND.
 GR0842
 GR0842                          STATION RECOVERY (1979)
 GR0842
 GR0842'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RBF)
 GR0842'RECOVERED IN GOOD CONDITION.
 GR0842
 GR0842                          STATION RECOVERY (1983)
 GR0842
 GR0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0842'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0842'16.4 KM (10.25 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST
 GR0842'END OF THE HIGHWAY BRIDGE OVER THE MUDDY RIVER IN GLENDALE, THENCE
 GR0842'0.15 KM (0.1 MI) NORTHWEST ACROSS COUNTRY TO THE TOP OF THE SOUTHEAST
 GR0842'EDGE OF THE NORTHEAST END OF A SMALL LOW MESA, IN TOP OF AND 1.0 METER
 GR0842'(3.3 FT) SOUTHWEST OF THE NORTHEAST END OF A 3 BY 7 FOOT CONGLOMERATE
 GR0842'OUTCROP FLUSH WITH THE SURFACE OF THE GROUND AND ON THE SOUTHEAST RIM
 GR0842'OF THE MESA, 18.3 METERS (60 FT) NORTH-NORTHEAST OF RM 2, 16.0 METERS
 GR0842'(52.5 FT) NORTHEAST OF THE STATION, 4.7 METERS (15.5 FT) SOUTHEAST OF
 GR0842'A 6 BY 6 INCH CONCRETE SPANISH TRAIL MONUMENT PROJECTING 6 FEET, 0.3
 GR0842'METER (1 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE MESA. NOTE WILL
 GR0842'NOT BE INCLUDED IN THE RELEVELING PROGRAM.
 GR0842'THE MARK IS 18.7 METERS  NE FROM A WITNESS POST.
 GR0842'THE MARK IS 0.6 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0844 ***********************************************************************
 GR0844  DESIGNATION -  BLAT RM 2
 GR0844  PID         -  GR0844
 GR0844  STATE/COUNTY-  NV/CLARK
 GR0844  USGS QUAD   -  UTE (1983)
 GR0844
 GR0844                         *CURRENT SURVEY CONTROL
 GR0844  ___________________________________________________________________
 GR0844* NAD 83(1986)-  36 33 23.     (N)    114 41 42.     (W)     SCALED    
 GR0844* NAVD 88     -       567.824  (meters)    1862.94   (feet)  POSTED    
 GR0844  ___________________________________________________________________
 GR0844  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 GR0844  DYNAMIC HT  -         567.270 (meters)    1861.12  (feet)  COMP
 GR0844  MODELED GRAV-     979,631.4   (mgal)                       NAVD 88
 GR0844
 GR0844  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0844
 GR0844.The horizontal coordinates were scaled from a topographic map and have
 GR0844.an estimated accuracy of +/- 6 seconds.
 GR0844
 GR0844.The orthometric height was determined by differential leveling
 GR0844.and adjusted by the National Geodetic Survey in 1992..
 GR0844.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0844.rate of 1.1 thru 2.0 mm/km.
 GR0844
 GR0844.The geoid height was determined by GEOID03.
 GR0844
 GR0844.The dynamic height is computed by dividing the NAVD 88
 GR0844.geopotential number by the normal gravity value computed on the
 GR0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0844.degrees latitude (g = 980.6199 gals.).
 GR0844
 GR0844.The modeled gravity was interpolated from observed gravity values.
 GR0844
 GR0844;                    North         East    Units  Estimated Accuracy
 GR0844;SPC NV E     - 8,200,770.      279,520.      MT  (+/- 180 meters Scaled)
 GR0844
 GR0844                          SUPERSEDED SURVEY CONTROL
 GR0844
 GR0844  NGVD 29 (??/??/92)  567.173  (m)         1860.80   (f) ADJ UNCH    2 0
 GR0844
 GR0844.Superseded values are not recommended for survey control.
 GR0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0844.See file dsdata.txt to determine how the superseded data were derived.
 GR0844
 GR0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA062481(NAD 83)
 GR0844_MARKER: DR = REFERENCE MARK DISK
 GR0844_SETTING: 66 = SET IN ROCK OUTCROP
 GR0844_SP_SET: ROCK OUTCROP
 GR0844_STAMPING: BLAT NO 2 1957
 GR0844_MARK LOGO: CGS   
 GR0844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0844+STABILITY: POSITION/ELEVATION WELL
 GR0844
 GR0844  HISTORY     - Date     Condition        Report By
 GR0844  HISTORY     - 1957     MONUMENTED       CGS
 GR0844  HISTORY     - 19790223 GOOD             USGS
 GR0844  HISTORY     - 1983     GOOD             NGS
 GR0844
 GR0844                          STATION DESCRIPTION
 GR0844
 GR0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0844'10.45 MI SW FROM GLENDALE.
 GR0844'10.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE STANDARD SERVICE
 GR0844'STATION IN GLENDALE, THENCE 0.2 MILE NORTHWEST ACROSS COUNTRY TO TOP
 GR0844'OF A SMALL MESA, 29 FEET HIGHER THAN THE HIGHWAY, IN T 16 S, R 65 E,
 GR0844'SOUTHEAST CORNER SECTION 10, 36.7 FEET SOUTHEAST OF THE STATION MARK,
 GR0844'SET IN TOP OF A ROCK OUTCROP AND FLUSH WITH THE GROUND.
 GR0844
 GR0844                          STATION RECOVERY (1979)
 GR0844
 GR0844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RBF)
 GR0844'RECOVERED IN GOOD CONDITION.
 GR0844
 GR0844                          STATION RECOVERY (1983)
 GR0844
 GR0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0844'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0844'16.4 KM (10.25 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST
 GR0844'END OF THE HIGHWAY BRIDGE OVER THE MUDDY RIVER IN GLENDALE, THENCE
 GR0844'0.15 KM (0.1 MI) NORTHWEST ACROSS COUNTRY TO THE SOUTHEAST EDGE OF THE
 GR0844'NORTHEAST END OF A SMALL LOW MESA, IN TOP OF THE SOUTHWEST EDGE OF A 3
 GR0844'BY 4 FOOT EXPOSURE OF CONGLOMERATE OUTCROP FLUSH WITH THE SURFACE OF
 GR0844'THE GROUND AND ON THE SOUTHEAST RIM OF THE MESA, 20.1 METERS (66 FT)
 GR0844'SOUTH-SOUTHWEST OF THE 6 BY 6 INCH CONCRETE SPANISH TRAIL MONUMENT
 GR0844'PROJECTING 5 FEET, 18.3 METERS (60 FT) SOUTHWEST OF RM 1, 11.1 METERS
 GR0844'(36.5 FT) SOUTHEAST OF THE STATION, 0.6 METER (2 FT) NORTHWEST OF THE
 GR0844'SOUTHEAST EDGE OF THE MESA. NOTE WILL NOT BE INCLUDED IN THE
 GR0844'RELEVELING PROGRAM.
 GR0844'THE MARK IS 9.9 METERS  SE FROM A WITNESS POST.
 GR0844'THE MARK IS 0.4 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0888 ***********************************************************************
 LR0888  DESIGNATION -  BLATZ
 LR0888  PID         -  LR0888
 LR0888  STATE/COUNTY-  NV/EUREKA
 LR0888  USGS QUAD   -  CARLIN WEST (1985)
 LR0888
 LR0888                         *CURRENT SURVEY CONTROL
 LR0888  ___________________________________________________________________
 LR0888* NAD 83(1994)-  40 41 18.42193(N)    116 10 55.39861(W)     ADJUSTED  
 LR0888* NAVD 88     -      1603.2    (meters)    5260.     (feet)  VERTCON   
 LR0888  ___________________________________________________________________
 LR0888  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 LR0888  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 LR0888
 LR0888  HORZ ORDER  -  SECOND
 LR0888
 LR0888.The horizontal coordinates were established by classical geodetic methods
 LR0888.and adjusted by the National Geodetic Survey in June 1998..
 LR0888
 LR0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0888
 LR0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0888
 LR0888.The geoid height was determined by GEOID03.
 LR0888
 LR0888;                    North         East     Units Scale Factor Converg.
 LR0888;SPC NV E     - 8,659,223.582   149,394.902   MT  0.99993151   -0 23 25.2
 LR0888;SPC NV E     -28,409,469.37    490,139.77   sFT  0.99993151   -0 23 25.2
 LR0888;UTM  11      - 4,504,494.688   569,113.662   MT  0.99965879   +0 31 59.8
 LR0888
 LR0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0888!SPC NV E     -   0.99975158  x   0.99993151  =   0.99968310
 LR0888!UTM  11      -   0.99975158  x   0.99965879  =   0.99941045
 LR0888
 LR0888|---------------------------------------------------------------------|
 LR0888| PID    Reference Object                     Distance      Geod. Az  |
 LR0888|                                                           dddmmss.s |
 LR0888| DC9816 BLATZ RM 2                           10.673 METERS 26813     |
 LR0888| DC9815 BLATZ RM 1                           10.500 METERS 35229     |
 LR0888|---------------------------------------------------------------------|
 LR0888
 LR0888                          SUPERSEDED SURVEY CONTROL
 LR0888
 LR0888  NAD 83(1986)-  40 41 18.42589(N)    116 10 55.39116(W) AD(       ) 2
 LR0888  NAD 27      -  40 41 18.72400(N)    116 10 52.10340(W) AD(       ) 2
 LR0888  NGVD 29 (07/19/86) 1602.1    (m)         5256.     (f) VERT ANG       
 LR0888
 LR0888.Superseded values are not recommended for survey control.
 LR0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0888.See file dsdata.txt to determine how the superseded data were derived.
 LR0888
 LR0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF6911404495(NAD 83)
 LR0888_MARKER: DS = TRIANGULATION STATION DISK
 LR0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0888_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LR0888
 LR0888  HISTORY     - Date     Condition        Report By
 LR0888  HISTORY     - 1958     MONUMENTED       CGS
 LR0888
 LR0888                          STATION DESCRIPTION
 LR0888
 LR0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0888'THE STATION IS 5.0 MILES SOUTHWEST OF CARLIN, ON TOP OF A SANDY
 LR0888'RIDGE ON NORTHWEST SIDE OF HIGHWAY.
 LR0888'
 LR0888'FROM JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 20 AT CARLIN
 LR0888'GO SOUTHWEST ALONG U.S. HIGHWAY 40 FOR 4.35 MILES TO GATE ON
 LR0888'RIGHT, TURN RIGHT THROUGH GATE THENCE WESTERLY ALONG A TRAIL
 LR0888'ROAD FOR 0.65 MILE TO TOP OF SANDY RIDGE AND STATION SITE.
 LR0888'
 LR0888'STATION AND REFERENCE MARKS ARE STANDARD DISKS, SET IN TOP OF A
 LR0888'ROUND CONCRETE POST, STAMPED BLATZ 1958, WITH REFERENCE MARKS
 LR0888'FURTHER STAMPED NO 1 AND NO 2, RESPECTIVELY-STATION MARK PROJECT
 LR0888'4-INCHES.  R.M. 1 PROJECTS 2-INCHES AND ABOUT 1-FOOT HIGHER THAN
 LR0888'STATION.  R.M. 2 PROJECT 2-INCHES AND ABOUT 2 1/2-FEET HIGHER
 LR0888'THAN SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0833 ***********************************************************************
 MT0833  DESIGNATION -  BLIMP
 MT0833  PID         -  MT0833
 MT0833  STATE/COUNTY-  NV/ELKO
 MT0833  USGS QUAD   -  PEKO PEAK (1982)
 MT0833
 MT0833                         *CURRENT SURVEY CONTROL
 MT0833  ___________________________________________________________________
 MT0833* NAD 83(1994)-  41 14 27.23351(N)    115 23 29.90614(W)     ADJUSTED  
 MT0833* NAVD 88     -      1831.34   (+/-2cm)    6008.3    (feet)  VERTCON   
 MT0833  ___________________________________________________________________
 MT0833  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 MT0833  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 MT0833
 MT0833  HORZ ORDER  -  FIRST
 MT0833  VERT ORDER  -  THIRD ? (See Below)
 MT0833
 MT0833.The horizontal coordinates were established by classical geodetic methods
 MT0833.and adjusted by the National Geodetic Survey in June 1998..
 MT0833
 MT0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0833.The vertical order pertains to the NGVD 29 superseded value.
 MT0833
 MT0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0833
 MT0833.The geoid height was determined by GEOID03.
 MT0833
 MT0833;                    North         East     Units Scale Factor Converg.
 MT0833;SPC NV E     - 8,720,413.881   216,067.637   MT  0.99990318   +0 07 34.9
 MT0833;SPC NV E     -28,610,224.54    708,881.91   sFT  0.99990318   +0 07 34.9
 MT0833;UTM  11      - 4,566,746.798   634,774.151   MT  0.99982355   +1 03 37.6
 MT0833
 MT0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0833!SPC NV E     -   0.99971555  x   0.99990318  =   0.99961876
 MT0833!UTM  11      -   0.99971555  x   0.99982355  =   0.99953915
 MT0833
 MT0833|---------------------------------------------------------------------|
 MT0833| PID    Reference Object                     Distance      Geod. Az  |
 MT0833|                                                           dddmmss.s |
 MT0833| DC9818 BLIMP RM 1                            9.468 METERS 09114     |
 MT0833| DC9819 BLIMP RM 2                           27.291 METERS 20416     |
 MT0833| DC9817 BLIMP AZ MK                                        3114516.3 |
 MT0833|---------------------------------------------------------------------|
 MT0833
 MT0833                          SUPERSEDED SURVEY CONTROL
 MT0833
 MT0833  NAD 83(1994)-  41 14 27.23118(N)    115 23 29.90065(W) AD(       ) 1
 MT0833  NAD 83(1986)-  41 14 27.23088(N)    115 23 29.90085(W) AD(       ) 1
 MT0833  NAD 27      -  41 14 27.52896(N)    115 23 26.67615(W) AD(       ) 1
 MT0833  NGVD 29 (07/19/86) 1830.14   (m)         6004.4    (f) LEVELING    3  
 MT0833
 MT0833.Superseded values are not recommended for survey control.
 MT0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0833.See file dsdata.txt to determine how the superseded data were derived.
 MT0833
 MT0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF3477466747(NAD 83)
 MT0833_MARKER: DS = TRIANGULATION STATION DISK
 MT0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0833
 MT0833  HISTORY     - Date     Condition        Report By
 MT0833  HISTORY     - 1947     MONUMENTED       CGS
 MT0833
 MT0833                          STATION DESCRIPTION
 MT0833
 MT0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0833'THE STATION IS ON A LOW SAGE-COVERED RISE 13 MILES, AIRLINE,
 MT0833'NORTH-NORTHWEST OF DEETH, 35 MILES, AIRLINE, NORTHEAST OF ELKO,
 MT0833'AND ABOUT 120 FEET NORTHEAST OF THE DEETH-CHARLESTON ROAD.
 MT0833'
 MT0833'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 MT0833'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE
 MT0833'OF THE GROUND.  IT IS STAMPED BLIMP 1947.
 MT0833'
 MT0833'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 10
 MT0833'INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 MT0833'SURFACE OF THE GROUND AND IS APPROXIMATELY THE SAME LEVEL AS
 MT0833'THE STATION MARK.  IT IS STAMPED BLIMP NO 1 1947.
 MT0833'
 MT0833'REFERENCE MARK NO. 2 IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 MT0833'MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE POST WHICH PROJECTS
 MT0833'12 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT THE SAME
 MT0833'ELEVATION AS THE STATION MARK AND IS 30 FEET EAST OF THE CENTER
 MT0833'LINE OF THE DEETH-CHARLESTON ROAD.  IS STAMPED B 7 1933 6002
 MT0833'FEET.
 MT0833'
 MT0833'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 MT0833'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE
 MT0833'OF THE GROUND.  IT IS 32 FEET NORTHEAST OF THE DEETH-CHARLESTON
 MT0833'ROAD.  IS STAMPED BLIMP 1947.
 MT0833'
 MT0833'TO REACH THE STATION FROM THE SOUTHERN PACIFIC RAILROAD DEPOT IN
 MT0833'DEETH GO NORTH ON THE DEETH-CHARLESTON ROAD FOR 6.0 MILES TO THE
 MT0833'CROSS RANCH.  CONTINUE NORTHERLY ON THE MAIN TRAVELED ROAD FOR
 MT0833'7.9 MILES TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE
 MT0833'FOR 1.5 MILES TO THE STATION ON THE RIGHT.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1294 ***********************************************************************
 JR1294  DESIGNATION -  BLIND
 JR1294  PID         -  JR1294
 JR1294  STATE/COUNTY-  NV/LYON
 JR1294  USGS QUAD   -  YERINGTON NE (1986)
 JR1294
 JR1294                         *CURRENT SURVEY CONTROL
 JR1294  ___________________________________________________________________
 JR1294* NAD 83(1994)-  38 52 52.23106(N)    119 07 05.18829(W)     ADJUSTED  
 JR1294* NAVD 88     -      1510.2    (meters)    4955.     (feet)  VERTCON   
 JR1294  ___________________________________________________________________
 JR1294  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 JR1294  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 JR1294
 JR1294  HORZ ORDER  -  THIRD
 JR1294
 JR1294.The horizontal coordinates were established by classical geodetic methods
 JR1294.and adjusted by the National Geodetic Survey in June 1998..
 JR1294
 JR1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1294
 JR1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1294
 JR1294.The geoid height was determined by GEOID03.
 JR1294
 JR1294;                    North         East     Units Scale Factor Converg.
 JR1294;SPC NV W     - 4,458,544.483   753,601.518   MT  0.99992650   -0 20 08.5
 JR1294;SPC NV W     -14,627,741.36  2,472,440.98   sFT  0.99992650   -0 20 08.5
 JR1294;UTM  11      - 4,305,722.840   316,273.986   MT  1.00001567   -1 19 47.7
 JR1294
 JR1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1294!SPC NV W     -   0.99976701  x   0.99992650  =   0.99969353
 JR1294!UTM  11      -   0.99976701  x   1.00001567  =   0.99978268
 JR1294
 JR1294|---------------------------------------------------------------------|
 JR1294| PID    Reference Object                     Distance      Geod. Az  |
 JR1294|                                                           dddmmss.s |
 JR1294| CS8828 BLIND RM 2                            6.584 METERS 10622     |
 JR1294| CS8827 BLIND RM 1                            6.949 METERS 19709     |
 JR1294|---------------------------------------------------------------------|
 JR1294
 JR1294                          SUPERSEDED SURVEY CONTROL
 JR1294
 JR1294  NAD 83(1992)-  38 52 52.23453(N)    119 07 05.17165(W) AD(       ) 3
 JR1294  NGVD 29 (03/15/94) 1509.1    (m)         4951.     (f) VERT ANG       
 JR1294
 JR1294.Superseded values are not recommended for survey control.
 JR1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1294.See file dsdata.txt to determine how the superseded data were derived.
 JR1294
 JR1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD1627405723(NAD 83)
 JR1294_MARKER: DS = TRIANGULATION STATION DISK
 JR1294_SETTING: 80 = SET IN A BOULDER
 JR1294_SP_SET: SET IN DRILL HOLE IN A BOULDER
 JR1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR1294+STABILITY: SURFACE MOTION
 JR1294
 JR1294  HISTORY     - Date     Condition        Report By
 JR1294  HISTORY     - 1955     MONUMENTED       USGS
 JR1294  HISTORY     - 1963     GOOD             USGS
 JR1294
 JR1294                          STATION DESCRIPTION
 JR1294
 JR1294'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JR1294'LOCATED ABOUT 17 MI SW. OF SCHURZ, 8 MI SSE. OF YERINGTON, 3 MI
 JR1294'NW. OF STROSNIDER RANCH.  ON HIGHEST TOP IN VICINITY.
 JR1294'
 JR1294'TO REACH FROM JCT. OF U.S. HWY. 95A AND STATE HWY. 3 IN
 JR1294'YERINGTON, DRIVE 7.5 MI S. ON STATE HWY. 3 TO T-RD. E.  TURN LEFT
 JR1294'ON MAIN-TRAVELED RD. 1.8 MI TO DIM TRACK RD. LEFT.  TURN LEFT 0.2
 JR1294'MI TO Y-RD. FORK.  TURN SHARP LEFT 0.4 MI.  THEN LEFT 0.1 MI UPHILL
 JR1294'TO END OF RD.  PACK W. UPHILL TO HIGHEST POINT AND STATION.  A
 JR1294'10-MINUTE PACK.
 JR1294'
 JR1294'STATION MARK--STANDARD TABLET STAMPED---BLIND 1955---, CEMENTED IN
 JR1294'DRILL HOLE IN LIMESTONE BOULDER.
 JR1294'
 JR1294'RM 1--STANDARD RM TABLET STAMPED---BLIND NO 1 1955---, CEMENTED IN
 JR1294'DRILL HOLE IN LIMESTONE OUTCROP.
 JR1294'
 JR1294'RM 2--STANDARD RM TABLET STAMPED---BLIND NO 2 1955---, CEMENTED IN
 JR1294'DRILL HOLE IN LIMESTONE OUTCROP.
 JR1294
 JR1294                          STATION RECOVERY (1963)
 JR1294
 JR1294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JR1294'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0430 ***********************************************************************
 MU0430  DESIGNATION -  BLISS
 MU0430  PID         -  MU0430
 MU0430  STATE/COUNTY-  NV/HUMBOLDT
 MU0430  USGS QUAD   -  GOLCONDA BUTTE (1983)
 MU0430
 MU0430                         *CURRENT SURVEY CONTROL
 MU0430  ___________________________________________________________________
 MU0430* NAD 83(1994)-  41 01 24.46867(N)    117 35 09.38766(W)     ADJUSTED  
 MU0430* NAVD 88     -      1397.8    (meters)    4586.     (feet)  VERTCON   
 MU0430  ___________________________________________________________________
 MU0430  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 MU0430  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 MU0430
 MU0430  HORZ ORDER  -  SECOND
 MU0430
 MU0430.The horizontal coordinates were established by classical geodetic methods
 MU0430.and adjusted by the National Geodetic Survey in June 1998..
 MU0430
 MU0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0430
 MU0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0430
 MU0430.The geoid height was determined by GEOID03.
 MU0430
 MU0430;                    North         East     Units Scale Factor Converg.
 MU0430;SPC NV W     - 4,696,730.269   883,878.228   MT  0.99998656   +0 39 16.9
 MU0430;SPC NV W     -15,409,189.22  2,899,857.15   sFT  0.99998656   +0 39 16.9
 MU0430;UTM  11      - 4,541,527.074   450,738.822   MT  0.99962987   -0 23 04.6
 MU0430
 MU0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0430!SPC NV W     -   0.99978397  x   0.99998656  =   0.99977053
 MU0430!UTM  11      -   0.99978397  x   0.99962987  =   0.99941392
 MU0430
 MU0430|---------------------------------------------------------------------|
 MU0430| PID    Reference Object                     Distance      Geod. Az  |
 MU0430|                                                           dddmmss.s |
 MU0430| CD6899 BLISS RM 1                           11.754 METERS 13509     |
 MU0430| CD6900 BLISS RM 2                           11.420 METERS 22535     |
 MU0430| MU0254 TULE                                APPROX. 4.0 KM 2475015.7 |
 MU0430|---------------------------------------------------------------------|
 MU0430
 MU0430                          SUPERSEDED SURVEY CONTROL
 MU0430
 MU0430  NAD 83(1986)-  41 01 24.47306(N)    117 35 09.38340(W) AD(       ) 2
 MU0430  NAD 27      -  41 01 24.82400(N)    117 35 05.93180(W) AD(       ) 2
 MU0430  NGVD 29 (07/19/86) 1396.8    (m)         4583.     (f) VERT ANG       
 MU0430
 MU0430.Superseded values are not recommended for survey control.
 MU0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0430.See file dsdata.txt to determine how the superseded data were derived.
 MU0430
 MU0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF5073941527(NAD 83)
 MU0430_MARKER: DS = TRIANGULATION STATION DISK
 MU0430_SETTING: 80 = SET IN A BOULDER
 MU0430_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MU0430
 MU0430  HISTORY     - Date     Condition        Report By
 MU0430  HISTORY     - 1958     MONUMENTED       CGS
 MU0430
 MU0430                          STATION DESCRIPTION
 MU0430
 MU0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 MU0430'THE STATION IS ABOUT 9-1/2 MILES NORTHEAST OF WINNEMUCCA,
 MU0430'7-1/4 MILES NORTHWEST OF GOLCONDA, 1 MILE EAST-SOUTHEAST OF
 MU0430'BLISS RAILROAD SIDEING, AND ABOUT 150 YARDS SOUTH OF U.S. HIGHWAY
 MU0430'40 AT A POINT WHERE THE HIGHWAY MAKES A NOTICEABLE CURVE FROM
 MU0430'A NORTHWEST TO A SOUTHWEST DIRECTION.  ON THE NORTH GENTLE
 MU0430'SLOPE OF THE HILL ABOUT 0.05 MILE NORTH OF A GUYED POWER POLE
 MU0430'AT A POINT WHERE THE POWER LINE ANGLES TO AN EAST-WEST
 MU0430'DIRECTION FROM A NORTHEAST-SOUTHWEST DIRECTION.
 MU0430'
 MU0430'TO REACH FROM THE POST OFFICE IN GOLCONDA, GO NORTHWEST ON U.S.
 MU0430'HIGHWAY 40 FOR 7.8 MILES TO A GATE ON THE LEFT, SOUTHEAST SIDE
 MU0430'OF THE HIGHWAY.  GO THROUGH THE GATE AND TURN SHARP LEFT,
 MU0430'NORTHEAST, ALONG THE FENCE LINE FOR 0.25 MILE, TURN RIGHT,
 MU0430'EAST, ON TRACKS FOR 0.35 MILE TO THE POWER LINE.  TURN LEFT
 MU0430'AND GO NORTHEAST ALONG THE POWER LINE, CROSSING A DEEP WASH,
 MU0430'FOR 0.2 MILE TO TOP OF HILL AND WHERE POWER LINE TURNS TO THE
 MU0430'EAST.  BEAR LEFT, NORTH FOR 0.05 MILE TO THE STATION SITE.
 MU0430'A 4-WHEEL DRIVE VEHICLE REQUIRED FOR THE LAST 0.25 MILE.
 MU0430'
 MU0430'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 MU0430'IN DRILL HOLES IN BOULDERS.
 MU0430'
 MU0430'THE STATION MARK, STAMPED BLISS 1958, IS IN A BOULDER ABOUT
 MU0430'2 FEET LONG AND PROJECTS ABOUT 2 INCHES.  THERE IS SLIGHTLY
 MU0430'HIGHER GROUND TO THE SOUTH OF THE STATION.
 MU0430'
 MU0430'REFERENCE MARK 1, STAMPED BLISS NO 1 1958, IS IN A 1-1/2 BY
 MU0430'1-FOOT BOULDER PROJECTING ABOUT 4 INCHES ON THE EAST SIDE.
 MU0430'
 MU0430'REFERENCE MARK 2, STAMPED BLISS NO 2 1958, IS IN THE TOP
 MU0430'OF A LARGE BOULDER ABOUT 2-1/2 FEET HIGH AND 3 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0465 ***********************************************************************
 MU0465  DESIGNATION -  BLITZEN
 MU0465  PID         -  MU0465
 MU0465  STATE/COUNTY-  NV/ELKO
 MU0465  USGS QUAD   -  MOUNT BLITZEN (1987)
 MU0465
 MU0465                         *CURRENT SURVEY CONTROL
 MU0465  ___________________________________________________________________
 MU0465* NAD 83(1994)-  41 20 11.69548(N)    116 15 23.57980(W)     ADJUSTED  
 MU0465* NAVD 88     -      2479.8    (meters)    8136.     (feet)  VERTCON   
 MU0465  ___________________________________________________________________
 MU0465  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 MU0465  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 MU0465
 MU0465  HORZ ORDER  -  FIRST
 MU0465
 MU0465.The horizontal coordinates were established by classical geodetic methods
 MU0465.and adjusted by the National Geodetic Survey in June 1998..
 MU0465
 MU0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0465
 MU0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0465
 MU0465.The geoid height was determined by GEOID03.
 MU0465
 MU0465;                    North         East     Units Scale Factor Converg.
 MU0465;SPC NV E     - 8,731,240.348   143,653.381   MT  0.99993906   -0 26 40.8
 MU0465;SPC NV E     -28,645,744.38    471,302.80   sFT  0.99993906   -0 26 40.8
 MU0465;UTM  11      - 4,576,388.528   562,206.362   MT  0.99964762   +0 29 27.8
 MU0465
 MU0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0465!SPC NV E     -   0.99961399  x   0.99993906  =   0.99955308
 MU0465!UTM  11      -   0.99961399  x   0.99964762  =   0.99926175
 MU0465
 MU0465|---------------------------------------------------------------------|
 MU0465| PID    Reference Object                     Distance      Geod. Az  |
 MU0465|                                                           dddmmss.s |
 MU0465| DC9821 BLITZEN RM 2                          7.218 METERS 02859     |
 MU0465| DC9822 BLITZEN RM 3 AZIMUTH                               0412208.4 |
 MU0465| DC9820 BLITZEN RM 1                          8.384 METERS 13434     |
 MU0465|---------------------------------------------------------------------|
 MU0465
 MU0465                          SUPERSEDED SURVEY CONTROL
 MU0465
 MU0465  NAD 83(1986)-  41 20 11.69599(N)    116 15 23.56974(W) AD(       ) 1
 MU0465  NAD 27      -  41 20 12.03400(N)    116 15 20.24200(W) AD(       ) 1
 MU0465  NGVD 29 (07/19/86) 2478.5    (m)         8132.     (f) VERT ANG       
 MU0465
 MU0465.Superseded values are not recommended for survey control.
 MU0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0465.See file dsdata.txt to determine how the superseded data were derived.
 MU0465
 MU0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF6220676389(NAD 83)
 MU0465_MARKER: DS = TRIANGULATION STATION DISK
 MU0465_SETTING: 66 = SET IN ROCK OUTCROP
 MU0465
 MU0465  HISTORY     - Date     Condition        Report By
 MU0465  HISTORY     - 1940     MONUMENTED       CGS
 MU0465  HISTORY     - 1948     GOOD             CGS
 MU0465  HISTORY     - 1956     GOOD             CGS
 MU0465
 MU0465                          STATION DESCRIPTION
 MU0465
 MU0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MU0465'STATION IS ABOUT 3-1/2 MILES NW OF THE TOWN OF TUSCARORA
 MU0465'ON THE HIGHEST POINT OF A BARE PEAK, KNOWN, LOCALLY AS MOUNT
 MU0465'BLITZEN.  THERE ARE HIGHER PEAKS TO THE NW, BUT THIS IS THE
 MU0465'HIGHEST POINT VISIBLE FROM THE TOWN.
 MU0465'
 MU0465'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 MU0465'IN BARE LEDGE ROCK ON THE HIGHEST POINT.
 MU0465'
 MU0465'AZIMUTH MARK IS A STANDARD BRONZE DISK 3/4 MILE NE, ACROSS
 MU0465'A SADDLE IN PROMINENT ROCK LEDGE.  SMALL CAIRN AND STAKE
 MU0465'BY MARK.
 MU0465'
 MU0465'TO REACH FROM THE TOWN OF TUSCARORA AT THE GENERAL STORE
 MU0465'AND POST OFFICE, GO W 0.05 MILE, THEN RIGHT N ON A TRACK
 MU0465'ROAD 0.7 MILE TO THE OLD BRICK SMELTER STACK, ROAD PASSES
 MU0465'JUST LEFT OF STACK, CONTINUE ON ALONG THE RIDGE ABOUT 0.5
 MU0465'MILE TO WHERE IT BECOMES TOO STEEP FOR TRUCK TRAVEL, FROM
 MU0465'HERE, THERE IS A LARGE ROCK CRAG VISIBLE ABOUT 1 MILE AHEAD,
 MU0465'WHICH PROJECTS FROM THE SIDE OF THE RIDGE JUST ABOVE THE
 MU0465'FLOOR OF THE MAIN CANYON, PICK UP OLD PROSPECTORS TRAIL AROUND
 MU0465'THE E SIDE OF THE RIDGE, WHICH CLIMBS AT A GENTLE GRADE
 MU0465'AND PASSES JUST ABOVE THE ROCK CRAG, CONTINUE ON UPPER TRAIL
 MU0465'WHICH FOLLOWS THE E SLOPE OF THE RIDGE AT AN EASY GRADE AND
 MU0465'COMES OUT IN THE SADDLE AT THE HEAD OF THE CANYON, TURN
 MU0465'RIGHT, NE, UP THE BARE SLOPE ABOUT 1/2 MILE TO HIGHEST POINT
 MU0465'AND STATION.
 MU0465'
 MU0465'A FOUR-FOOT STAND USED.
 MU0465
 MU0465                          STATION RECOVERY (1948)
 MU0465
 MU0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 MU0465'ALL MARKS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 MU0465'FOLLOWS--
 MU0465'
 MU0465'TO REACH THE STATION FROM THE SETTLEMENT OF TUSCARORA, GO SE
 MU0465'AT A MIDAS 45 MILES SIGN FOR 1.8 MI. TO A CATTLE GUARD AND
 MU0465'A ROAD RIGHT AT A S RANCH 2 MI. SIGN, TURN RIGHT AND FOLLOW
 MU0465'ALONG A FENCE FOR 2 MI. TO S RANCH, HERE TURN RIGHT THROUGH
 MU0465'A RED GATE PASSING THROUGH A BARN LOT TO ANOTHER GATE, PASS
 MU0465'THROUGH THIS GATE AND FOLLOW A BLADED ROAD FOR 1.8 MI. TO
 MU0465'FORKS, TAKE THE RIGHT FORK PASSING THROUGH A WIRE GATE AND
 MU0465'GO 3.5 MI. TO FORKS IN THE CANYON, TAKE THE RIGHT FORK ON
 MU0465'A NEWLY BLADED ROAD AND GO 1.2 MI. TO THE TOP OF A RIDGE,
 MU0465'HERE TURN LEFT UP THE RIDGE PICKING UP THE BLADED ROAD AGAIN
 MU0465'(ROAD IS NOT BLADED ON TOP OF THE RIDGES AND IS HARD TO
 MU0465'FOLLOW IN PLACES) AND GO 1.1 MI. TO A WIRE GATE AND TURN
 MU0465'SHARP RIGHT ALONG A FENCE TO THE CORNER OF THE FENCE,
 MU0465'CONTINUE UP A STEEP SLOPE FOR 0.3 MI. TO THE TOP OF
 MU0465'THE MOUNTAIN AND THE STATION.
 MU0465
 MU0465                          STATION RECOVERY (1956)
 MU0465
 MU0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MU0465'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 MU0465'AS DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK, LISTED
 MU0465'IN THE 1940 DESCRIPTION, IS A STANDARD REFERENCE MARK DISK
 MU0465'STAMPED BLITZEN NO 3 1940.  THE 1940 DESCRIPTION OF THE
 MU0465'ROUTE TO STATION IS OBSOLETE.  THE NEW ROUTE FOLLOWS--
 MU0465'
 MU0465'TO REACH THE STATION FROM THE GENERAL STORE IN TUSCARORA,
 MU0465'GO EAST FOR 0.1 MILE TO A SIDE ROAD RIGHT AT SIGN MIDAS 45 MI.
 MU0465'TURN RIGHT AND DRIVE SOUTHEASTERLY FOR 1.7 MILES TO A FORK AND
 MU0465'SIGN S RANCH.  TURN RIGHT AND GO 1.9 MILES TO THE S RANCH
 MU0465'BUILDINGS.  CONTINUE AHEAD, WEST, PASSING TO THE NORTH OF
 MU0465'THE HAY STACKS, FOR 0.05 MILE TO A WIRE GATE.  PASS THROUGH
 MU0465'THE GATE AND GO 1.8 MILES TO A FORK.  TAKE THE RIGHT FORK
 MU0465'AND GO 3.5 MILES TO A FORK.  TAKE THE RIGHT FORK, UP OUT OF
 MU0465'THE CANYON, FOR 0.8 MILE TO A GATE.  PASS THROUGH THE GATE AND
 MU0465'GO 0.35 MILE TO A VERY DIM SIDE ROAD LEFT.  TURN LEFT ON
 MU0465'THE OLD ROAD GOING UP TO THE TOP OF THE RIDGE (THE ROAD
 MU0465'IS QUITE DIM AND DIFFICULT TO FOLLOW), THENCE EASTERLY
 MU0465'ALONG THE RIDGE FOR 1.0 MILE TO A GATE IN A NORTH-SOUTH
 MU0465'FENCE LINE.  PASS THROUGH THE GATE AND DRIVE NORTHEASTERLY
 MU0465'FOR ABOUT 0.3 MILE TO THE HIGHEST POINT AND STATION.  GO
 MU0465'NORTHEAST ACROSS COUNTRY, ALONG THE TOP OF THE RIDGE, FOR
 MU0465'ABOUT 0.6 MILE TO THE AZIMUTH MARK.
 MU0465'
 MU0465'THE STATION MAY BE DRIVEN WITH A 4-WHEEL DRIVE VEHICLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0433 ***********************************************************************
 MU0433  DESIGNATION -  BLOODY
 MU0433  PID         -  MU0433
 MU0433  STATE/COUNTY-  NV/HUMBOLDT
 MU0433  USGS QUAD   -  BLOODY RUN PEAK (1982)
 MU0433
 MU0433                         *CURRENT SURVEY CONTROL
 MU0433  ___________________________________________________________________
 MU0433* NAD 83(1994)-  41 13 12.58699(N)    117 45 27.69946(W)     ADJUSTED  
 MU0433* NAVD 88     -      2287.     (meters)    7503.     (feet)  SCALED    
 MU0433  ___________________________________________________________________
 MU0433  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 MU0433  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 MU0433
 MU0433  HORZ ORDER  -  FIRST
 MU0433
 MU0433.The horizontal coordinates were established by classical geodetic methods
 MU0433.and adjusted by the National Geodetic Survey in June 1998..
 MU0433
 MU0433.The orthometric height was scaled from a topographic map.
 MU0433
 MU0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0433
 MU0433.The geoid height was determined by GEOID03.
 MU0433
 MU0433;                    North         East     Units Scale Factor Converg.
 MU0433;SPC NV W     - 4,718,422.270   869,227.028   MT  0.99995896   +0 32 38.7
 MU0433;SPC NV W     -15,480,357.06  2,851,789.01   sFT  0.99995896   +0 32 38.7
 MU0433;UTM  11      - 4,563,474.449   436,489.015   MT  0.99964964   -0 29 57.5
 MU0433
 MU0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0433!SPC NV W     -   0.99964451  x   0.99995896  =   0.99960349
 MU0433!UTM  11      -   0.99964451  x   0.99964964  =   0.99929428
 MU0433
 MU0433:                Primary Azimuth Mark                     Grid Az
 MU0433:SPC NV W     -  BLOODY AZ MK                             066 34 21.6
 MU0433:UTM  11      -  BLOODY AZ MK                             067 36 57.8
 MU0433
 MU0433|---------------------------------------------------------------------|
 MU0433| PID    Reference Object                     Distance      Geod. Az  |
 MU0433|                                                           dddmmss.s |
 MU0433| CD6903 BLOODY AZ MK                                       0670700.3 |
 MU0433| CD6904 BLOODY RM 1                          20.312 METERS 09822     |
 MU0433| CD6905 BLOODY RM 2                           8.818 METERS 17215     |
 MU0433|---------------------------------------------------------------------|
 MU0433
 MU0433                          SUPERSEDED SURVEY CONTROL
 MU0433
 MU0433  NAD 83(1986)-  41 13 12.59170(N)    117 45 27.69405(W) AD(       ) 1
 MU0433  NAD 27      -  41 13 12.94700(N)    117 45 24.22000(W) AD(       ) 1
 MU0433
 MU0433.Superseded values are not recommended for survey control.
 MU0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0433.See file dsdata.txt to determine how the superseded data were derived.
 MU0433
 MU0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF3648963474(NAD 83)
 MU0433_MARKER: DS = TRIANGULATION STATION DISK
 MU0433_SETTING: 66 = SET IN ROCK OUTCROP
 MU0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0433
 MU0433  HISTORY     - Date     Condition        Report By
 MU0433  HISTORY     - 1940     MONUMENTED       CGS
 MU0433  HISTORY     - 1957     GOOD             USGS
 MU0433
 MU0433                          STATION DESCRIPTION
 MU0433
 MU0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MU0433'STATION IS LOCATED ABOUT 18-1/2 MILES N OF WINNEMUCCA, 6.0
 MU0433'MILES SW OF PARADISE HILL SERVICE STATION, 1-3/4 MILES SW
 MU0433'OF AN OLD MINE AND ABOUT 4.0 MILES N OF BLOODY RUN PEAK, ON THE
 MU0433'HIGHEST POINT OF A PROMINENT PEAK WITH DARK SHALE SLIDES NEAR
 MU0433'THE TOP AND WHICH IS THE N ONE OF THE THREE PEAKS IN THIS
 MU0433'VICINITY.
 MU0433'
 MU0433'STATION MARK IS A STANDARD BRONZE DISK LOCATED IN A LEDGE
 MU0433'OF SOLID ROCK ABOUT 30 FEET S OF A PILE OF SHALE ROCK WHICH
 MU0433'FORMS THE HIGHEST POINT.
 MU0433'
 MU0433'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN BARE LEDGE
 MU0433'ROCK, EASILY LOCATED.
 MU0433'
 MU0433'TO REACH FROM WINNEMUCCA, GO N ON STATE HIGHWAY N-8, 19.0
 MU0433'MILES TO MAIL BOX AND ROAD, LEFT AT A CONCRETE CULVERT (AZIMUTH
 MU0433'MARK IN W HEADWALL OF CULVERT), LEAVE HIGHWAY AND GO W ON
 MU0433'NARROW, GRADED ROAD UP CANYON 3.5 MILES TO END OF ROAD AT OLD
 MU0433'MINE BUILDINGS, PACK W UP STEEP DRAW BY SPRING AND WATER
 MU0433'TANK TO TOP OF RIDGE, THENCE LEFT ALONG RIDGE TO HIGHEST
 MU0433'POINT AND STATION.  (ABOUT A 2-HOUR PACK).
 MU0433
 MU0433                          STATION RECOVERY (1957)
 MU0433
 MU0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MU0433'RECOVERED AS DESCRIBED.
 MU0433'ALL MARKS IN GOOD CONDITION.  RMS NOT OBSERVED.
 MU0433'
 MU0433'NEW TO REACH FOLLOWS--TO REACH FROM WINNEMUCCA POST OFFICE,
 MU0433'DRIVE 18.7 MI N. ON U.S. HWY. 95.  TURN LEFT ON TRACK RD. 0.1 MI
 MU0433'TO OLD HWY., CONTINUE W. 1.3 MI TO Y-RD.  TAKE LEFT FORK 0.2 MI
 MU0433'TO ANOTHER Y-RD.  TAKE LEFT FORK 0.6 MI TO END OF RD.  WITH
 MU0433'4-WHEEL DRIVE CONTINUE UP SLOPE ON SOUTH SIDE OF MAIN DRAIN 2 MI
 MU0433'TO LARGE BENCH.  WALK UP STEEP SLOPE TO TOP AND STATION.  A
 MU0433'1/2-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0995 ***********************************************************************
 HQ0995  DESIGNATION -  BLOW
 HQ0995  PID         -  HQ0995
 HQ0995  STATE/COUNTY-  NV/NYE
 HQ0995  USGS QUAD   -  FREDS WELL (1987)
 HQ0995
 HQ0995                         *CURRENT SURVEY CONTROL
 HQ0995  ___________________________________________________________________
 HQ0995* NAD 83(1994)-  37 57 08.53965(N)    116 06 15.95470(W)     ADJUSTED  
 HQ0995* NAVD 88     -      2007.1    (meters)    6585.     (feet)  VERTCON   
 HQ0995  ___________________________________________________________________
 HQ0995  LAPLACE CORR-          -7.04  (seconds)                    DEFLEC99
 HQ0995  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 HQ0995
 HQ0995  HORZ ORDER  -  FIRST
 HQ0995
 HQ0995.The horizontal coordinates were established by classical geodetic methods
 HQ0995.and adjusted by the National Geodetic Survey in June 1998..
 HQ0995
 HQ0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0995
 HQ0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0995
 HQ0995.The geoid height was determined by GEOID03.
 HQ0995
 HQ0995;                    North         East     Units Scale Factor Converg.
 HQ0995;SPC NV C     - 6,355,466.745   549,409.641   MT  0.99993006   +0 20 44.8
 HQ0995;SPC NV C     -20,851,227.15  1,802,521.46   sFT  0.99993006   +0 20 44.8
 HQ0995;UTM  11      - 4,200,908.820   578,680.104   MT  0.99967624   +0 33 02.9
 HQ0995
 HQ0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0995!SPC NV C     -   0.99968904  x   0.99993006  =   0.99961912
 HQ0995!UTM  11      -   0.99968904  x   0.99967624  =   0.99936538
 HQ0995
 HQ0995|---------------------------------------------------------------------|
 HQ0995| PID    Reference Object                     Distance      Geod. Az  |
 HQ0995|                                                           dddmmss.s |
 HQ0995| DC9824 BLOW RM 1                             8.860 METERS 05720     |
 HQ0995| DC9823 BLOW AZ MK                                         2663021.0 |
 HQ0995| DC9825 BLOW RM 2                            12.164 METERS 28921     |
 HQ0995|---------------------------------------------------------------------|
 HQ0995
 HQ0995                          SUPERSEDED SURVEY CONTROL
 HQ0995
 HQ0995  NAD 83(1986)-  37 57 08.53410(N)    116 06 15.96103(W) AD(       ) 1
 HQ0995  NAD 27      -  37 57 08.75900(N)    116 06 12.79700(W) AD(       ) 1
 HQ0995  NGVD 29 (07/19/86) 2006.0    (m)         6581.     (f) VERT ANG       
 HQ0995
 HQ0995.Superseded values are not recommended for survey control.
 HQ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0995.See file dsdata.txt to determine how the superseded data were derived.
 HQ0995
 HQ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC7868000909(NAD 83)
 HQ0995_MARKER: DS = TRIANGULATION STATION DISK
 HQ0995_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0995
 HQ0995  HISTORY     - Date     Condition        Report By
 HQ0995  HISTORY     - 1939     MONUMENTED       CGS
 HQ0995  HISTORY     - 1952     GOOD             AMS
 HQ0995
 HQ0995                          STATION DESCRIPTION
 HQ0995
 HQ0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 HQ0995'STATION IS ABOUT 12 MILES SSE OF THE TWIN SPRINGS ROAD, ABOUT 30
 HQ0995'MILES SW FROM NYALA AND ABOUT 4 MILES W FROM FREDS WELL, AND
 HQ0995'ABOUT 14 MILES N OF CEDAR PIPE LINE RANCH.  IT IS ON THE MOST
 HQ0995'EASTERN POINT OF A LARGE BLACK MESA WHICH LIES AT THE FOOT OF THE
 HQ0995'E SLOPE OF THE REVEILLE RANGE OF MOUNTAINS AND ON THE W SIDE OF
 HQ0995'THE S END OF RAILROAD VALLEY.
 HQ0995'
 HQ0995'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 HQ0995'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 HQ0995'
 HQ0995'REFERENCE MARK NO. 1 IS SET ABOUT 15 FEET LOWER THAN THE
 HQ0995'HIGHEST POINT AND ABOUT 9 FEET LOWER THAN THE STATION.  IT IS
 HQ0995'ABOUT 70 FEET NE OF THE HIGHEST POINT NEARBY AND ABOUT 5 FEET
 HQ0995'W OF THE E MESA RIM.  MARK IS STAMPED, BLOW NO. 1 1938.  REFERENCE
 HQ0995'MARK NO. 2 IS SET ABOUT 3 FEET LOWER THAN, AND 5 FEET E OF THE
 HQ0995'HIGHEST POINT NEARBY.  IT IS ABOUT 2 FEET HIGHER THAN THE
 HQ0995'STATION.  MARK IS STAMPED, BLOW NO. 2 1938.
 HQ0995'
 HQ0995'AZIMUTH MARK IS A STANDARD DISK (AZIMUTH MARK) SET ATOP A SMALL
 HQ0995'KNOLL ON THE MESA TOP.  IT IS ABOUT 1/3 MILE, 600 PACES, W
 HQ0995'OF THE STATION, AND IS ABOUT 50 FEET HIGHER.  MARK IS STAMPED,
 HQ0995'BLOW 1938.
 HQ0995'
 HQ0995'STATION IS SET ABOUT 50 FEET E OF, AND 5 FEET LOWER THAN THE
 HQ0995'HIGHEST POINT NEARBY, AND ABOUT 15 FEET W OF THE E MESA RIM.
 HQ0995'MARK IS STAMPED, BLOW 1938.
 HQ0995'
 HQ0995'REACHED FROM CEDAR PIPE LINE RANCH AS FOLLOWS--GO N ON THE
 HQ0995'ROAD TO TWIN SPRINGS FOR 15.1 MILES TO A FORK.  FREDS WELL
 HQ0995'LIES ABOUT 1 MILE NE OF THIS POINT AND THE STATION IS VISIBLE
 HQ0995'ABOUT 3 MILES DUE W.  FROM THE ROAD FORKS TAKE OFF ACROSS
 HQ0995'COUNTRY AND GO ABOUT 2-1/2 MILES IN A WESTERLY DIRECTION TO THE
 HQ0995'END OF TRUCK TRAVEL JUST TO THE SW OF A SMALL TAN-COLORED AND
 HQ0995'CONE-SHAPED HILL.  FROM THIS POINT PACK IN A NORTHERLY
 HQ0995'DIRECTION TO THE TOP OF THE MESA, THEN NORTHEASTERLY TO THE
 HQ0995'EASTERNMOST POINT AND THE STATION.  ABOUT 1-1/4 HOURS PACK.
 HQ0995
 HQ0995                          STATION RECOVERY (1952)
 HQ0995
 HQ0995'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ0995'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED IN
 HQ0995'GOOD CONDITION.
 HQ0995'
 HQ0995'THE STATION IS LOCATED 40 FEET EAST OF ROCK OUTCROP FORMING
 HQ0995'A NORTH-SOUTH LINE ACROSS RIDGE, MEASURED FROM JUNCTION OF THIN
 HQ0995'LINE WITH EDGE OF A ROUND OUTCROP.  25 FEET WEST OF CENTER OF
 HQ0995'CIRCULAR OUTCROP ON EAST POINT OF TOP OF PEAK.
 HQ0995'
 HQ0995'THE STATION MARK IS A STANDARD BRONZE DISC, SET IN TOP OF A
 HQ0995'LAVA OUTCROP ON THE EAST END OF A MESA, FLUSH WITH THE GROUND.
 HQ0995'
 HQ0995'REFERENCE MARK 1, A STANDARD DISK STAMPED BLOW NO 1 1938, IS SET
 HQ0995'IN TOP OF 5 FOOT HIGH OUTCROP, IN BEGINNING OF DRAIN TO SE.
 HQ0995'
 HQ0995'REFERENCE MARK 2, A STANDARD DISK STAMPED BLOW NO 2 1938, IS SET
 HQ0995'IN TOP OF 8 FOOT HIGH OUTCROP, NW OF STATION, ON NORTH SLOPE.
 HQ0995'
 HQ0995'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLOW NO 3 1938,
 HQ0995'IS SET IN A 5-1/2 X 4 FOOT BOULDER, PROJECTING 2-1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0338 ***********************************************************************
 MV0338  DESIGNATION -  BLOWOUT
 MV0338  PID         -  MV0338
 MV0338  STATE/COUNTY-  NV/HUMBOLDT
 MV0338  USGS QUAD   -  BLOWOUT MTN (1966)
 MV0338
 MV0338                         *CURRENT SURVEY CONTROL
 MV0338  ___________________________________________________________________
 MV0338* NAD 83(1994)-  41 43 41.81562(N)    119 16 07.82560(W)     ADJUSTED  
 MV0338* NAVD 88     -      2172.39   (+/-2cm)    7127.2    (feet)  VERTCON   
 MV0338  ___________________________________________________________________
 MV0338  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 MV0338  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 MV0338
 MV0338  HORZ ORDER  -  SECOND
 MV0338  VERT ORDER  -  THIRD ? (See Below)
 MV0338
 MV0338.The horizontal coordinates were established by classical geodetic methods
 MV0338.and adjusted by the National Geodetic Survey in June 1998..
 MV0338
 MV0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0338.The vertical order pertains to the NGVD 29 superseded value.
 MV0338
 MV0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0338
 MV0338.The geoid height was determined by GEOID03.
 MV0338
 MV0338;                    North         East     Units Scale Factor Converg.
 MV0338;SPC NV W     - 4,774,748.294   742,969.785   MT  0.99994001   -0 27 22.6
 MV0338;SPC NV W     -15,665,153.36  2,437,560.04   sFT  0.99994001   -0 27 22.6
 MV0338;UTM  11      - 4,622,095.917   311,297.079   MT  1.00003821   -1 30 38.1
 MV0338
 MV0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0338!SPC NV W     -   0.99966260  x   0.99994001  =   0.99960263
 MV0338!UTM  11      -   0.99966260  x   1.00003821  =   0.99970079
 MV0338
 MV0338|---------------------------------------------------------------------|
 MV0338| PID    Reference Object                     Distance      Geod. Az  |
 MV0338|                                                           dddmmss.s |
 MV0338| CD6907 BLOWOUT RM 2                          3.018 METERS 06039     |
 MV0338| MV0339 BADGER                              APPROX.13.7 KM 2025817.8 |
 MV0338| CD6906 BLOWOUT RM 1                          4.953 METERS 20539     |
 MV0338|---------------------------------------------------------------------|
 MV0338
 MV0338                          SUPERSEDED SURVEY CONTROL
 MV0338
 MV0338  NAD 83(1992)-  41 43 41.81572(N)    119 16 07.82576(W) AD(       ) 2
 MV0338  NAD 83(1986)-  41 43 41.81588(N)    119 16 07.82630(W) AD(       ) 2
 MV0338  NAD 27      -  41 43 42.20027(N)    119 16 04.10634(W) AD(       ) 2
 MV0338  NGVD 29 (07/19/86) 2171.09   (m)         7123.0    (f) LEVELING    3  
 MV0338
 MV0338.Superseded values are not recommended for survey control.
 MV0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0338.See file dsdata.txt to determine how the superseded data were derived.
 MV0338
 MV0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG1129722096(NAD 83)
 MV0338_MARKER: DS = TRIANGULATION STATION DISK
 MV0338_SETTING: 66 = SET IN ROCK OUTCROP
 MV0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0338+STABILITY: POSITION/ELEVATION WELL
 MV0338
 MV0338  HISTORY     - Date     Condition        Report By
 MV0338  HISTORY     - 1964     MONUMENTED       USGS
 MV0338  HISTORY     - 1965     GOOD             USGS
 MV0338
 MV0338                          STATION DESCRIPTION
 MV0338
 MV0338'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (DHK)
 MV0338'LOCATED ABOUT 37 MI. (AIRLINE) SW. OF DENIO.  15 MI. SSW. OF BIG
 MV0338'SPRING RESERVOIR.  ON THE HIGHEST POINT OF BLOWOUT MOUNTAIN.
 MV0338'
 MV0338'REACHED BY HELICOPTER.
 MV0338'
 MV0338'STATION MARK--STANDARD TABLET STAMPED BLOWOUT 1964 SET IN DRILL
 MV0338'HOLE IN ROCK OUTCROP.
 MV0338'
 MV0338'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED NO 1
 MV0338'1964 SET IN DRILL HOLE IN ROCK OUTCROP.
 MV0338'
 MV0338'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED NO 2 1964 SET IN
 MV0338'DRILL HOLE IN ROCK OUTCROP.
 MV0338
 MV0338                          STATION RECOVERY (1965)
 MV0338
 MV0338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MV0338'LOCATED ABOUT 37 MI. SW OF DENIO, 15 MI. SSW OF BIG SPRING RESERVIOR,
 MV0338'ON THE HIGHEST POINT OF BLOWOUT MOUNTAIN. REACHED BY HELICOPTER.
 MV0338'STATION MARK--A STANDARD TABLET STAMPED---BLOWOUT 1964---SET IN DRILL
 MV0338'HOLE IN ROCK OUTCROP. REFERENCE MARK NO. 1--A STANDARD TABLET SET IN
 MV0338'DRILL HOLE IN ROCK OUTCROP, 16.25 FT. FROM STATION IN DIRECTI 25
 MV0338'DEGREE 39 MINUTE. REFERENCE MARK NO. 2--A STANDARD TABLET SET IN DRILL
 MV0338'HOLE IN ROCK OUTCROP, 9.90 FT. FROM STATION MARK IN DIRECTI 240 DEGREE
 MV0338'39 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0541 ***********************************************************************
 LS0541  DESIGNATION -  BLUE
 LS0541  PID         -  LS0541
 LS0541  STATE/COUNTY-  NV/HUMBOLDT
 LS0541  USGS QUAD   -  PRONTO (1982)
 LS0541
 LS0541                         *CURRENT SURVEY CONTROL
 LS0541  ___________________________________________________________________
 LS0541* NAD 83(1994)-  40 59 13.41651(N)    118 04 58.94330(W)     ADJUSTED  
 LS0541* NAVD 88     -      2242.0    (meters)    7356.     (feet)  VERTCON   
 LS0541  ___________________________________________________________________
 LS0541  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 LS0541  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 LS0541
 LS0541  HORZ ORDER  -  FIRST
 LS0541
 LS0541.The horizontal coordinates were established by classical geodetic methods
 LS0541.and adjusted by the National Geodetic Survey in June 1998..
 LS0541
 LS0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0541
 LS0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0541
 LS0541.The geoid height was determined by GEOID03.
 LS0541
 LS0541;                    North         East     Units Scale Factor Converg.
 LS0541;SPC NV W     - 4,692,329.260   842,096.385   MT  0.99992180   +0 19 41.3
 LS0541;SPC NV W     -15,394,750.25  2,762,777.89   sFT  0.99992180   +0 19 41.3
 LS0541;UTM  11      - 4,537,885.406   408,896.114   MT  0.99970215   -0 42 37.4
 LS0541
 LS0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0541!SPC NV W     -   0.99965171  x   0.99992180  =   0.99957354
 LS0541!UTM  11      -   0.99965171  x   0.99970215  =   0.99935396
 LS0541
 LS0541|---------------------------------------------------------------------|
 LS0541| PID    Reference Object                     Distance      Geod. Az  |
 LS0541|                                                           dddmmss.s |
 LS0541| DB6332 BLUE RM 1                            21.691 METERS 12446     |
 LS0541| LS0544 BLUE AZ MK                          APPROX. 4.4 KM 1981417.7 |
 LS0541| DB6333 BLUE RM 2                             7.050 METERS 23223     |
 LS0541|---------------------------------------------------------------------|
 LS0541
 LS0541                          SUPERSEDED SURVEY CONTROL
 LS0541
 LS0541  NAD 83(1986)-  40 59 13.42318(N)    118 04 58.93526(W) AD(       ) 1
 LS0541  NAD 27      -  40 59 13.77200(N)    118 04 55.42000(W) AD(       ) 1
 LS0541  NGVD 29 (03/31/99) 2240.9    (m)         7352.     (f) VERT ANG       
 LS0541
 LS0541.Superseded values are not recommended for survey control.
 LS0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0541.See file dsdata.txt to determine how the superseded data were derived.
 LS0541
 LS0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF0889637885(NAD 83)
 LS0541_MARKER: DS = TRIANGULATION STATION DISK
 LS0541_SETTING: 66 = SET IN ROCK OUTCROP
 LS0541_SP_SET: PARTIALLY EXPOSED BEDROCK
 LS0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LS0541+STABILITY: POSITION/ELEVATION WELL
 LS0541
 LS0541  HISTORY     - Date     Condition        Report By
 LS0541  HISTORY     - 1940     MONUMENTED       CGS
 LS0541  HISTORY     - 1958     GOOD             CGS
 LS0541  HISTORY     - 1965     GOOD             USGS
 LS0541  HISTORY     - 1965     GOOD             USGS
 LS0541
 LS0541                          STATION DESCRIPTION
 LS0541
 LS0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LS0541'STATION IS LOCATED ABOUT 19 MILES DUE W OF WINNEMUCCA, ABOUT
 LS0541'4 MILES NNW OF PRONTO ON HIGHEST POINT OF A PROMINENT, ISOLATED
 LS0541'PEAK, KNOWN AS BLUE MOUNTAIN.
 LS0541'
 LS0541'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK ON
 LS0541'HIGHEST POINT OF HILL, AND IS FLUSH WITH THE GROUND.  IT IS
 LS0541'STAMPED BLUE 1940.
 LS0541'
 LS0541'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK
 LS0541'ABOUT 71 FEET ESE OF STATION AND ABOUT 8 FEET LOWER THAN STATION.
 LS0541'IT IS STAMPED BLUE NO. 1 1940.
 LS0541'
 LS0541'REFERENCE MARK NO. 2 IS A STANDARD U.S.G.S. BRONZE DISK SET IN
 LS0541'BEDROCK, ABOUT 23 FEET SW OF STATION AND ABOUT 6 FEET LOWER
 LS0541'THAN STATION.  IT IS STAMPED W 1929.
 LS0541'
 LS0541'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A SQUARE BOULDER,
 LS0541'PROJECTING ABOUT 9 INCHES ABOVE THE GROUND, ABOUT 5 MILES SSW
 LS0541'FROM STATION AND ABOUT 2500 FEET LOWER THAN STATION.  IT IS
 LS0541'STAMPED BLUE 1940.
 LS0541'
 LS0541'IT IS REACHED FROM THE OBLIQUE CROSSROADS MENTIONED IN THE
 LS0541'DESCRIPTION BY CONTINUING ON GRADED ROAD TOWARD JUNGO FOR
 LS0541'4.5 MILES.  MARK IS SET 27 FEET N OF THE CENTER LINE OF THE
 LS0541'ROAD.
 LS0541'
 LS0541'STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAY 8
 LS0541'AND U.S. HIGHWAY 40 IN WINNEMUCCA BY GOING N ON STATE HIGHWAY
 LS0541'8 FOR 0.5 MILE, CROSSING BRIDGE OVER RIVER AND RAILROAD TRACKS,
 LS0541'THENCE LEFT, W, ON GRAVEL ROAD AT JUNGO-SULPHUR SIGN AND FOLLOW
 LS0541'MAIN, GRADED ROAD FOR 14.9 MILES TO OBLIQUE CROSSROADS, TURN
 LS0541'SHARPLY TO THE RIGHT, NE, ON TRAIL ROAD FOR 1.4 MILES TO FORKS,
 LS0541'TAKE LEFT FORK, N, FOR 4.7 MILES TO FORKS, TAKE LEFT FORK,
 LS0541'SW, FOR 1.3 MILES TO END OF TRUCK TRAVEL.  PACK ALONG TRAIL,
 LS0541'SW, FOR ABOUT 200 YARDS TO SPRING AND TROUGHS, TAKE UP RIDGE
 LS0541'FROM SPRING TO LEFT OF MAIN CANYON AND FOLLOW SW TO HIGHEST
 LS0541'POINT AND STATION.  (1 1/4-HOUR PACK).
 LS0541
 LS0541                          STATION RECOVERY (1958)
 LS0541
 LS0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0541'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LS0541'FOUND TO BE IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 LS0541'
 LS0541'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT,
 LS0541'ISOLATED PEAK, KNOWN AS BLUE MOUNTAIN ABOUT 19 MILES WEST OF
 LS0541'WINNEMUCCA AND 4 MILES NORTH-NORTHWEST OF PRONTO.
 LS0541'
 LS0541'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 95 IN
 LS0541'WINNEMUCCA GO WEST ON U.S. HIGHWAY 95 FOR 0.5 MILE TO SIDE
 LS0541'ROAD LEFT, JUST AFTER CROSSING OVER A BRIDGE AND RAILROAD TRACKS.
 LS0541'TURN LEFT AS PER SIGN JUNGO-SULPHUR, AND GO WESTERLY ON MAIN
 LS0541'TRAVELED ROAD 14.9 MILES TO A DIM OBLIQUE CROSSROAD.  TURN
 LS0541'SHARP RIGHT AND GO NORTHEAST FOR 1.4 MILES TO FORKS.  TAKE LEFT
 LS0541'FORK AND GO NORTH 4.7 MILES TO FORKS.  TAKE LEFT FORK AND GO
 LS0541'NORTH 4.7 MILES TO A FORKS.  TAKE LEFT FORK AND GO SOUTHWEST
 LS0541'1.3 MILES TO A SPRING AND WATER TROUGHS AND THE END OF TRUCK
 LS0541'TRAVEL.  THENCE PACK UP RIDGE TO LEFT OF MAIN CANYON AND
 LS0541'SOUTHWEST ALONG TOP OF RIDGE TO HIGHEST POINT AND THE
 LS0541'STATION.  PACKING TIME--1-1/4 HOURS.
 LS0541'
 LS0541'THE STATION MARK IS A STANDARD DISK, STAMPED BLUE 1940 SET
 LS0541'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT FLUSH
 LS0541'WITH THE SURROUNDING ROCK.
 LS0541'
 LS0541'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BLUE
 LS0541'NO 1 1940 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 LS0541'IS IN A SMALL DEPRESSION IN THE BEDROCK AND IS ABOUT 6 FEET
 LS0541'LOWER THAN THE STATION.
 LS0541'
 LS0541'REFERENCE MARK NUMBER 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 LS0541'MARK, UNSTAMPED, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 LS0541'WHICH IS ABOUT FLUSH WITH THE SURROUNDING ROCK AND IS ABOUT
 LS0541'6 FEET LOWER THAN THE STATION.
 LS0541'
 LS0541'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLUE 1940 SET IN
 LS0541'THE TOP OF A BOULDER 24 INCHES IN DIAMETER AND PROJECTS ABOUT
 LS0541'14 INCHES.  IT IS LOCATED 27 FEET NORTH OF THE CENTERLINE OF
 LS0541'THE EAST-WEST GRAVEL ROAD AND 8 FEET NORTHWEST OF A SMALL
 LS0541'CAIRN.  TO REACH FROM THE DIM OBLIGQUE CROSSROAD AS IN THE
 LS0541'ABOVE DESCRIPTION, GO WEST ON GRAVEL ROAD 4.7 MILES TO THE
 LS0541'AZIMUTH MARK.
 LS0541'
 LS0541'HEIGHT OF STAND--1.40 M.
 LS0541
 LS0541                          STATION RECOVERY (1965)
 LS0541
 LS0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LS0541'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40118-1, STATION 1020.
 LS0541'
 LS0541'STATION REACHED BY HELICOPTER.
 LS0541'
 LS0541'STATION MARK--A STANDARD DISK STAMPED--BLUE 1940--SET IN A DRILL
 LS0541'HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT FLUSH WITH THE SURROUNDING
 LS0541'ROCK.
 LS0541
 LS0541                          STATION RECOVERY (1965)
 LS0541
 LS0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LS0541'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40118-1 STATION 1020.
 LS0541'STATION MARK--STANDARD DISC STAMPED---BLUE 1940---SET IN BEDROCK ON
 LS0541'HIGHEST POINT OF HILL AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0636 ***********************************************************************
 LQ0636  DESIGNATION -  BLUE
 LQ0636  PID         -  LQ0636
 LQ0636  STATE/COUNTY-  NV/ELKO
 LQ0636  USGS QUAD   -  FERGUSON MTN (1980)
 LQ0636
 LQ0636                         *CURRENT SURVEY CONTROL
 LQ0636  ___________________________________________________________________
 LQ0636* NAD 83(1994)-  40 28 41.02450(N)    114 09 14.46889(W)     ADJUSTED  
 LQ0636* NAVD 88     -      1656.2    (meters)    5434.     (feet)  VERTCON   
 LQ0636  ___________________________________________________________________
 LQ0636  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 LQ0636  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 LQ0636
 LQ0636  HORZ ORDER  -  SECOND
 LQ0636
 LQ0636.The horizontal coordinates were established by classical geodetic methods
 LQ0636.and adjusted by the National Geodetic Survey in June 1998..
 LQ0636
 LQ0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0636
 LQ0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0636
 LQ0636.The geoid height was determined by GEOID03.
 LQ0636
 LQ0636;                    North         East     Units Scale Factor Converg.
 LQ0636;SPC NV E     - 8,636,672.182   321,189.109   MT  1.00008073   +0 55 40.7
 LQ0636;SPC NV E     -28,335,481.98  1,053,767.94   sFT  1.00008073   +0 55 40.7
 LQ0636;SPC UT C     - 2,241,449.622   274,993.094   MT  0.99996176   -1 42 00.4
 LQ0636;UTM  11      - 4,484,710.847   741,245.255   MT  1.00031645   +1 50 54.2
 LQ0636
 LQ0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0636!SPC NV E     -   0.99974316  x   1.00008073  =   0.99982387
 LQ0636!SPC UT C     -   0.99974316  x   0.99996176  =   0.99970493
 LQ0636!UTM  11      -   0.99974316  x   1.00031645  =   1.00005952
 LQ0636
 LQ0636|---------------------------------------------------------------------|
 LQ0636| PID    Reference Object                     Distance      Geod. Az  |
 LQ0636|                                                           dddmmss.s |
 LQ0636| DC9827 BLUE RM 1                            10.435 METERS 05240     |
 LQ0636| DC9828 BLUE RM 2                             7.811 METERS 17337     |
 LQ0636| DC9826 BLUE AZ MK                                         3214915.4 |
 LQ0636|---------------------------------------------------------------------|
 LQ0636
 LQ0636                          SUPERSEDED SURVEY CONTROL
 LQ0636
 LQ0636  NAD 83(1994)-  40 28 41.02438(N)    114 09 14.46866(W) AD(       ) 2
 LQ0636  NAD 83(1986)-  40 28 41.01718(N)    114 09 14.46423(W) AD(       ) 2
 LQ0636  NAD 27      -  40 28 41.26104(N)    114 09 11.41806(W) AD(       ) 2
 LQ0636  NGVD 29 (07/19/86) 1655.1    (m)         5430.     (f) VERT ANG       
 LQ0636
 LQ0636.Superseded values are not recommended for survey control.
 LQ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0636.See file dsdata.txt to determine how the superseded data were derived.
 LQ0636
 LQ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE4124584711(NAD 83)
 LQ0636_MARKER: DS = TRIANGULATION STATION DISK
 LQ0636_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0636
 LQ0636  HISTORY     - Date     Condition        Report By
 LQ0636  HISTORY     - 1965     MONUMENTED       CGS
 LQ0636
 LQ0636                          STATION DESCRIPTION
 LQ0636
 LQ0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0636'THE STATION IS LOCATED ABOUT 18 MILES AIRLINE SOUTH-SOUTHWEST
 LQ0636'OF WENDOVER UTAH, 4 MILES NORTH-NORTHEAST OF THE FERGUSON SPRINGS
 LQ0636'MAINTENANCE STATION AND 0.15 MILE EAST OF NEVADA U.S. HIGHWAY
 LQ0636'50 ALT.  IT IS ON A ROCKY SLOPE AT THE BASE OF A HILL.
 LQ0636'
 LQ0636'TO REACH THE STATION FROM MC GILL GO NORTH ALONG U.S. HIGHWAYS
 LQ0636'93 AND 50 ALT. FOR 47 MILES TO AN INTERSECTION AND SERVICE STATION
 LQ0636'ON THE RIGHT.  TURN RIGHT AND CONTINUE NORTH ALONG 50 ALT. FOR
 LQ0636'36.5 MILES TO FERGUSON SPRINGS MAINTENANCE STATION ON THE LEFT,
 LQ0636'CONTINUE NORTH FOR 3.8 MILES TO OLD HIGHWAY ON THE RIGHT.  TURN
 LQ0636'RIGHT ON OLD HIGHWAY FOR 0.1 MILE.  TURN RIGHT ON DIM TRACKS
 LQ0636'LEADING UP HILL FOR ABOUT 0.1 MILE TO STATION.
 LQ0636'
 LQ0636'THE STATION MARK IS A STANDARD DISK STAMPED BLUE 1965.  IT IS SET
 LQ0636'IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH IS ABOUT FLUSH
 LQ0636'WITH THE GROUND.  IT IS ABOUT 100 FEET HIGHER THAN THE HIGHWAY
 LQ0636'AND ABOUT 100 YARDS NORTHWEST OF A ROUGH ROCK OUTCROP.
 LQ0636'
 LQ0636'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BLUE NO 1
 LQ0636'1965.  IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK ABOUT 3
 LQ0636'FEET LOWER THAN THE STATION.
 LQ0636'
 LQ0636'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BLUE NO 2 1965.
 LQ0636'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH IS ABOUT
 LQ0636'4 FEET HIGHER THAN THE STATION.
 LQ0636'
 LQ0636'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLUE 1965.  IT IS
 LQ0636'SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK.  THE AZIMUTH MARK
 LQ0636'IS ABOUT 0.2 MILE NORTH OF THE OLD HIGHWAY IN THE TO REACH
 LQ0636'ABOVE.  IT IS AT THE SOUTH END OF THE FIRST CUT AND ALONG THE
 LQ0636'WEST SIDE OF 50 ALT.  IT IS 65 FEET NORTHWEST OF GUARD RAIL, 35
 LQ0636'FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND 3.6 FEET
 LQ0636'NORTHEAST OF THE WITNESS POST.
 LQ0636'
 LQ0636'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0661 ***********************************************************************
 LS0661  DESIGNATION -  BLUE
 LS0661  PID         -  LS0661
 LS0661  STATE/COUNTY-  NV/PERSHING
 LS0661  USGS QUAD   -  JUNIPER PASS (1981)
 LS0661
 LS0661                         *CURRENT SURVEY CONTROL
 LS0661  ___________________________________________________________________
 LS0661* NAD 83(1994)-  40 22 13.15715(N)    119 02 07.90339(W)     ADJUSTED  
 LS0661* NAVD 88     -      2018.4    (meters)    6622.     (feet)  VERTCON   
 LS0661  ___________________________________________________________________
 LS0661  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 LS0661  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 LS0661
 LS0661  HORZ ORDER  -  THIRD
 LS0661
 LS0661.The horizontal coordinates were established by classical geodetic methods
 LS0661.and adjusted by the National Geodetic Survey in June 1998..
 LS0661
 LS0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0661
 LS0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0661
 LS0661.The geoid height was determined by GEOID03.
 LS0661
 LS0661;                    North         East     Units Scale Factor Converg.
 LS0661;SPC NV W     - 4,623,826.301   761,598.473   MT  0.99991815   -0 17 34.4
 LS0661;SPC NV W     -15,170,003.46  2,498,677.66   sFT  0.99991815   -0 17 34.4
 LS0661;UTM  11      - 4,470,849.427   327,184.204   MT  0.99996764   -1 19 07.6
 LS0661
 LS0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0661!SPC NV W     -   0.99968705  x   0.99991815  =   0.99960522
 LS0661!UTM  11      -   0.99968705  x   0.99996764  =   0.99965470
 LS0661
 LS0661|---------------------------------------------------------------------|
 LS0661| PID    Reference Object                     Distance      Geod. Az  |
 LS0661|                                                           dddmmss.s |
 LS0661| CS7074 BLUE RM 1                             9.363 METERS 03001     |
 LS0661| CS7075 BLUE RM 2                            26.697 METERS 12208     |
 LS0661|---------------------------------------------------------------------|
 LS0661
 LS0661                          SUPERSEDED SURVEY CONTROL
 LS0661
 LS0661  NAD 83(1992)-  40 22 13.16353(N)    119 02 07.90405(W) AD(       ) 3
 LS0661  NAD 83(1986)-  40 22 13.15956(N)    119 02 07.90448(W) AD(       ) 3
 LS0661  NGVD 29 (10/14/92) 2017.4    (m)         6619.     (f) VERT ANG       
 LS0661
 LS0661.Superseded values are not recommended for survey control.
 LS0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0661.See file dsdata.txt to determine how the superseded data were derived.
 LS0661
 LS0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE2718470849(NAD 83)
 LS0661_MARKER: DS = TRIANGULATION STATION DISK
 LS0661_SETTING: 80 = SET IN A BOULDER
 LS0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0661+STABILITY: SURFACE MOTION
 LS0661
 LS0661  HISTORY     - Date     Condition        Report By
 LS0661  HISTORY     - 1963     MONUMENTED       USGS
 LS0661  HISTORY     - 1975     GOOD             USGS
 LS0661
 LS0661                          STATION DESCRIPTION
 LS0661
 LS0661'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LS0661'LOCATED ABOUT 20 MI S. OF GERLACH, 16 MI E. OF STATE HWY. 34.
 LS0661'
 LS0661'STATION REACHED BY HELICOPTER.  SEE 1975 RECOVERY FOR TO REACH BY
 LS0661'TRUCK.
 LS0661'
 LS0661'STATION MARK--STANDARD TABLET STAMPED---BLUE 1963---, IN ROCK IN
 LS0661'PLACE.
 LS0661'
 LS0661'RM 1--STANDARD RM TABLET STAMPED---RM NO 1 1963---, IN ROCK IN
 LS0661'PLACE.
 LS0661'
 LS0661'RM 2--STANDARD RM TABLET STAMPED---RM NO 2 1963---, IN ROCK IN
 LS0661'PLACE.
 LS0661
 LS0661                          STATION RECOVERY (1975)
 LS0661
 LS0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LS0661'RECOVERED AS DESCRIBED BY USGS IN 1963.  ALL MARKS IN GOOD
 LS0661'CONDITION.
 LS0661'
 LS0661'TO REACH FROM GERLACH POST OFFICE, DRIVE 15.9 MI S. ON HWY. 34 TO
 LS0661'RD. FORK AND SIGN LIMBO RANGE.  TURN LEFT (E.) FOLLOWING MAIN
 LS0661'RD. THROUGH TWO GATES 6.8 MI TO LIMBO RANCH.  PASS THROUGH RANCH
 LS0661'N. 1.1 MI TO Y-RD.  TAKE RIGHT FORK 7.8 MI E. TO X-RD.  TURN
 LS0661'RIGHT (S.) 6.0 MI TO DIM T-RD. E.  TURN LEFT (E.) ACROSS DRY LAKE
 LS0661'(AT THIS POINT BLUEWING MTNS. CAN BE SEEN AT A DISTANCE).  GO 3.4
 LS0661'MI ACROSS DRY LAKE, THEN 0.9 MI CROSS-COUNTRY TO SOUTH END OF
 LS0661'MTN. AND END OF TRUCK TRAVEL.  PACK ABOUT 2 HOURS TO TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5107 ***********************************************************************
 AI5107  DESIGNATION -  BLUE
 AI5107  PID         -  AI5107
 AI5107  STATE/COUNTY-  NV/CLARK
 AI5107  USGS QUAD   -  BLUE DIAMOND (1982)
 AI5107
 AI5107                         *CURRENT SURVEY CONTROL
 AI5107  ___________________________________________________________________
 AI5107* NAD 83(1999)-  36 02 56.29787(N)    115 23 54.72884(W)     ADJUSTED  
 AI5107* NAVD 88     -      1036.7    (meters)    3401.     (feet)  GPS OBS   
 AI5107  ___________________________________________________________________
 AI5107  EPOCH DATE  -        1999.37
 AI5107  X           -  -2,214,738.458 (meters)                     COMP
 AI5107  Y           -  -4,664,536.001 (meters)                     COMP
 AI5107  Z           -   3,733,180.455 (meters)                     COMP
 AI5107  LAPLACE CORR-          -7.90  (seconds)                    DEFLEC99
 AI5107  ELLIP HEIGHT-        1009.48  (meters)          (05/16/00) GPS OBS
 AI5107  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AI5107
 AI5107  HORZ ORDER  -  A
 AI5107  ELLP ORDER  -  FOURTH    CLASS I
 AI5107
 AI5107.The horizontal coordinates were established by GPS observations
 AI5107.and adjusted by the National Geodetic Survey in May 2000..
 AI5107.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI5107.DATUM ITEM on the data sheet items page.
 AI5107.The horizontal coordinates are valid at the epoch date displayed above.
 AI5107.The epoch date for horizontal control is a decimal equivalence
 AI5107.of Year/Month/Day.
 AI5107
 AI5107.The orthometric height was determined by GPS observations and a
 AI5107.high-resolution geoid model.
 AI5107
 AI5107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5107
 AI5107.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5107
 AI5107.The ellipsoidal height was determined by GPS observations
 AI5107.and is referenced to NAD 83.
 AI5107
 AI5107.The geoid height was determined by GEOID03.
 AI5107
 AI5107;                    North         East     Units Scale Factor Converg.
 AI5107;SPC NV E     - 8,144,119.596   216,650.064   MT  0.99990341   +0 06 31.5
 AI5107;SPC NV E     -26,719,499.04    710,792.75   sFT  0.99990341   +0 06 31.5
 AI5107;UTM  11      - 3,990,566.688   644,252.698   MT  0.99985640   +0 56 33.3
 AI5107
 AI5107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5107!SPC NV E     -   0.99984159  x   0.99990341  =   0.99974501
 AI5107!UTM  11      -   0.99984159  x   0.99985640  =   0.99969801
 AI5107
 AI5107                          SUPERSEDED SURVEY CONTROL
 AI5107
 AI5107.No superseded survey control is available for this station.
 AI5107
 AI5107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV4425390567(NAD 83)
 AI5107_MARKER: DD = SURVEY DISK
 AI5107_SETTING: 66 = SET IN ROCK OUTCROP
 AI5107_STAMPING: SNWA PLS 9677 1999 0051
 AI5107_MARK LOGO: SOUTH 
 AI5107_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5107+STABILITY: POSITION/ELEVATION WELL
 AI5107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5107+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5107
 AI5107  HISTORY     - Date     Condition        Report By
 AI5107  HISTORY     - 1999     MONUMENTED       LVDPW
 AI5107
 AI5107                          STATION DESCRIPTION
 AI5107
 AI5107'DESCRIBED BY LAS VEGAS DEPARTMENT OF PUBLIC WORKS 1999 (TWW)
 AI5107'TO LOCATE THE STATION FROM BLUE DIAMOND, NEVADA, COMMENCE AT THE US
 AI5107'POST OFFICE ZIP CODE 89004 LOCATED ON DIAMOND STREET WITHIN THE TOWN
 AI5107'OF BLUE DIAMOND, PROCEED NORTHWESTERLY ALONG DIAMOND STREET
 AI5107'APPROXIMATELY 100 FEET (30.5 M) TO THE INTERSECTION OF CASTALIA
 AI5107'STREET, THENCE PROCEED NORTHEASTERLY FROM THERE ALONG CASTALIA STREET
 AI5107'APPROXIMATELY 0.2 MILE (0.3 KM) TO THE INTERSECTION OF NEVADA STATE
 AI5107'ROUTE 159 (RED ROCK NATIONAL RECREATION ROAD AND OR THE CHARLESTON
 AI5107'BOULEVARD EXTENSION AND OR BLUE DIAMOND ROAD) , THENCE PROCEED
 AI5107'SOUTHEASTERLY APPROXIMATELY 0.35 MILE (0.56 KM) NOTING A NEVADA
 AI5107'HIGHWAY DEPARTMENT BRASS DISK LYING APPROXIMATELY 40 FEET (12.2 M)
 AI5107'NORTHERLY OF THE CENTERLINE OF SR 159 STAMPED STA E-151-75 PT 40 AND
 AI5107'NEVADA HIGHWAY DEPARTMENT.  PROCEED APPROXIMATELY 100 FEET (30.5 M)
 AI5107'EASTERLY TO THE BASE OF A SLOPE CUT THROUGH DURING THE CONSTRUCTION OF
 AI5107'SR 159 WHICH PROJECTS AT A GRADE OF APPROXIMATELY 20 PERCENT WHICH IS
 AI5107'ALL SO ON THE NORTHERLY SIDE OF SR 159.  THIS POINT WILL BE
 AI5107'HEREINAFTER REFERED TO AS POINT A, PROCEED EASTERLY UP THE 20 PERCENT
 AI5107'GRADE FOR APPROXIMATELY 300 FEET (91.4 M) AND FIND STATION BLUE WHICH
 AI5107'RESTS APPROXIMATELY 50 FEET (15.2 M) NORTH FROM THE TOP (UPPER CATCH
 AI5107'POINT) OF THE NORTHERLY ROADWAY CUT SLOPE (APPROXIMATELY A 1 TO 1
 AI5107'SLOPE) .  SAID MONUMENT IS ENCASED IN DRYLOCK AND CONSISTS OF A 2 INCH
 AI5107'DIAMETER BRASS DISK STAMPED WATER FACILITY CONTROL NETWORK SNWA PLS
 AI5107'9677 1999 0051 WITH A WATER DROP FORGED UPON THE DISK.  THE MONUMENT
 AI5107'IS LOCATED IN A SMALL LIMESTONE ROCK OUTCROPPING WITH CALCITE WHICH
 AI5107'HAS A FERROUS CONSTITUENT WHICH LOOKS LIKE REDDISH COLORED ZEBRA
 AI5107'STRIPES ON GRAY LIMESTONE BACKDROP.  ERECTION OF A CASSONITE POST IS
 AI5107'IMPRACTICAL AT THIS POINT DUE TO CALCHE LIKE OUTCROP SURROUNDINGS.
 AI5107'USING A Y-CODE DECRYPTED PLGR FOR DIRECTION STATION BLUE RESTS AT A
 AI5107'BACK AZIMUTH OF 238 DEGREES AND A DISTANCE OF 2540 FEET (774.2 M) FROM
 AI5107'THE US POST OFFICE, BLUE DIAMOND, NEVADA. TO LOCATE STATION BLUE FROM
 AI5107'THE INTERSECTION OF STATE ROUTE 159 WITH SR 160, PROCEED NORTHWESTERLY
 AI5107'ALONG SR 159 FOR APPROXIMATELY 2.4 MILES (3.9 KM) TO THE POINT HEREIN
 AI5107'DESCRIBED ABOVE AS POINT A, THENCE PROCEED WITH THE ABOVE DESCRIBED
 AI5107'STATION RECOVERY INFORMATION.  USING A CODE DECRYPTED PLGR FOR
 AI5107'DIRECTION, STATION BLUE RESTS AT A FORWARD AZIMUTH OF 293 DEGREES AND
 AI5107'A DISTANCE OF 2.4 MILES (3.9 KM) FROM SAID INTERSECTIONS OF SR 159
 AI5107'WITH SR 160.  STATION DESCRIPTION WRITTEN BY RICK ZANINOVICH, PLS,
 AI5107'DOI, U.S.  BLM, CADASTRIAL SURVEY AND TIM WOLF, PLS, LAS VEGAS VALLEY
 AI5107'WATER DISTRICT, LAND SURVEY SECTION ON JULY 23, 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0544 ***********************************************************************
 LS0544  DESIGNATION -  BLUE AZ MK
 LS0544  PID         -  LS0544
 LS0544  STATE/COUNTY-  NV/HUMBOLDT
 LS0544  USGS QUAD   -  PRONTO (1982)
 LS0544
 LS0544                         *CURRENT SURVEY CONTROL
 LS0544  ___________________________________________________________________
 LS0544* NAD 83(1994)-  40 56 56.94413(N)    118 05 58.25460(W)     ADJUSTED  
 LS0544* NAVD 88     -      1480.     (meters)    4856.     (feet)  SCALED    
 LS0544  ___________________________________________________________________
 LS0544  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 LS0544  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 LS0544
 LS0544  HORZ ORDER  -  THIRD
 LS0544
 LS0544.The horizontal coordinates were established by classical geodetic methods
 LS0544.and adjusted by the National Geodetic Survey in June 1998..
 LS0544
 LS0544.The orthometric height was scaled from a topographic map.
 LS0544
 LS0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0544
 LS0544.The geoid height was determined by GEOID03.
 LS0544
 LS0544;                    North         East     Units Scale Factor Converg.
 LS0544;SPC NV W     - 4,688,111.932   840,733.394   MT  0.99992041   +0 19 01.5
 LS0544;SPC NV W     -15,380,913.90  2,758,306.14   sFT  0.99992041   +0 19 01.5
 LS0544;UTM  11      - 4,533,694.376   407,457.249   MT  0.99970541   -0 43 14.4
 LS0544
 LS0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0544!SPC NV W     -   0.99977117  x   0.99992041  =   0.99969160
 LS0544!UTM  11      -   0.99977117  x   0.99970541  =   0.99947665
 LS0544
 LS0544                          SUPERSEDED SURVEY CONTROL
 LS0544
 LS0544  NAD 83(1986)-  40 56 56.95086(N)    118 05 58.24665(W) AD(       ) 3
 LS0544  NAD 27      -  40 56 57.30000(N)    118 05 54.72900(W) AD(       ) 3
 LS0544
 LS0544.Superseded values are not recommended for survey control.
 LS0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0544.See file dsdata.txt to determine how the superseded data were derived.
 LS0544
 LS0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF0745733694(NAD 83)
 LS0544_MARKER: DS = TRIANGULATION STATION DISK
 LS0544_SETTING: 80 = SET IN A BOULDER
 LS0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0544+STABILITY: SURFACE MOTION
 LS0544
 LS0544  HISTORY     - Date     Condition        Report By
 LS0544  HISTORY     - 1958     MONUMENTED       CGS
 LS0544
 LS0544                          STATION DESCRIPTION
 LS0544
 LS0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LS0544'STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAY 8
 LS0544'AND U.S. HIGHWAY 40 IN WINNEMUCCA BY GOING N ON STATE HIGHWAY
 LS0544'8 FOR 0.5 MILE, CROSSING BRIDGE OVER RIVER AND RAILROAD TRACKS,
 LS0544'THENCE LEFT, W, ON GRAVEL ROAD AT JUNGO-SULPHUR SIGN AND FOLLOW
 LS0544'MAIN, GRADED ROAD FOR 14.9 MILES TO OBLIQUE CROSSROADS, TURN
 LS0544'SHARPLY TO THE RIGHT, NE, ON TRAIL ROAD FOR 1.4 MILES TO FORKS,
 LS0544'TAKE LEFT FORK, N, FOR 4.7 MILES TO FORKS, TAKE LEFT FORK,
 LS0544'SW, FOR 1.3 MILES TO END OF TRUCK TRAVEL.  PACK ALONG TRAIL,
 LS0544'SW, FOR ABOUT 200 YARDS TO SPRING AND TROUGHS, TAKE UP RIDGE
 LS0544'FROM SPRING TO LEFT OF MAIN CANYON AND FOLLOW SW TO HIGHEST
 LS0544'POINT AND STATION.  (1 1/4-HOUR PACK).
 LS0544'
 LS0544'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A SQUARE BOULDER,
 LS0544'PROJECTING ABOUT 9 INCHES ABOVE THE GROUND, ABOUT 5 MILES SSW
 LS0544'FROM STATION AND ABOUT 2500 FEET LOWER THAN STATION.  IT IS
 LS0544'STAMPED BLUE 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0970 ***********************************************************************
 HQ0970  DESIGNATION -  BLUE DICK
 HQ0970  PID         -  HQ0970
 HQ0970  STATE/COUNTY-  NV/ESMERALDA
 HQ0970  USGS QUAD   -  LIDA WASH (1987)
 HQ0970
 HQ0970                         *CURRENT SURVEY CONTROL
 HQ0970  ___________________________________________________________________
 HQ0970* NAD 83(1994)-  37 30 22.17321(N)    117 35 27.78731(W)     ADJUSTED  
 HQ0970* NAVD 88     -      2832.6    (meters)    9293.     (feet)  VERTCON   
 HQ0970  ___________________________________________________________________
 HQ0970  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 HQ0970  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 HQ0970
 HQ0970  HORZ ORDER  -  SECOND
 HQ0970
 HQ0970.The horizontal coordinates were established by classical geodetic methods
 HQ0970.and adjusted by the National Geodetic Survey in June 1998..
 HQ0970
 HQ0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0970
 HQ0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0970
 HQ0970.The geoid height was determined by GEOID03.
 HQ0970
 HQ0970;                    North         East     Units Scale Factor Converg.
 HQ0970;SPC NV W     - 4,306,259.369   887,728.079   MT  0.99999477   +0 36 15.1
 HQ0970;SPC NV W     -14,128,119.28  2,912,487.87   sFT  0.99999477   +0 36 15.1
 HQ0970;UTM  11      - 4,151,188.716   447,760.917   MT  0.99963361   -0 21 35.5
 HQ0970
 HQ0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0970!SPC NV W     -   0.99955975  x   0.99999477  =   0.99955452
 HQ0970!UTM  11      -   0.99955975  x   0.99963361  =   0.99919352
 HQ0970
 HQ0970|---------------------------------------------------------------------|
 HQ0970| PID    Reference Object                     Distance      Geod. Az  |
 HQ0970|                                                           dddmmss.s |
 HQ0970| DA8775 BLUE DICK RM 1                        7.245 METERS 03621     |
 HQ0970| DA8776 BLUE DICK RM 2                       11.558 METERS 20449     |
 HQ0970| DA8774 BLUE DICK AZ MK                                    2621831.4 |
 HQ0970|---------------------------------------------------------------------|
 HQ0970
 HQ0970                          SUPERSEDED SURVEY CONTROL
 HQ0970
 HQ0970  NAD 83(1992)-  37 30 22.17135(N)    117 35 27.78407(W) AD(       ) 2
 HQ0970  NAD 83(1986)-  37 30 22.17236(N)    117 35 27.78450(W) AD(       ) 2
 HQ0970  NAD 27      -  37 30 22.42100(N)    117 35 24.46800(W) AD(       ) 2
 HQ0970  NGVD 29 (07/19/86) 2831.3    (m)         9289.     (f) VERT ANG       
 HQ0970
 HQ0970.Superseded values are not recommended for survey control.
 HQ0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0970.See file dsdata.txt to determine how the superseded data were derived.
 HQ0970
 HQ0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB4776151189(NAD 83)
 HQ0970_MARKER: DD = SURVEY DISK
 HQ0970_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0970_SP_SET: PARTIALLY EXPOSED BEDROCK
 HQ0970
 HQ0970  HISTORY     - Date     Condition        Report By
 HQ0970  HISTORY     - 1950     MONUMENTED       USGS
 HQ0970
 HQ0970                          STATION DESCRIPTION
 HQ0970
 HQ0970'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (RJS)
 HQ0970'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF LIDA ON A
 HQ0970'BARE TOP PEAK OF THE PALMETTO MOUNTAINS.  THE STATION MARK IS A
 HQ0970'U.S.G.S. BENCH MARK SET FLUSH IN BEDROCK ON THE HIGHEST POINT
 HQ0970'OF THE PEAK.  THE MARK IS UNSTAMPED.
 HQ0970'
 HQ0970'REFERENCE MARK NO. 1 PROJECTS 12 INCHES AND IS STAMPED BLUE DICK
 HQ0970'NO 1 1949 USGS.
 HQ0970'
 HQ0970'REFERENCE MARK NO. 2 IS SET FLUSH AND IS STAMPED BLUE DICK
 HQ0970'NO 2 1949 USGS.
 HQ0970'
 HQ0970'THE AZIMUTH MARK IS SET ON THE HIGHEST POINT OF A PEAK THAT
 HQ0970'IS SLIGHTLY LOWER THAN THE STATION PEAK.  THE MARK IS SET
 HQ0970'FLUSH 12 FEET SOUTHEAST OF A CAIRN AND IS STAMPED BLUE DICK
 HQ0970'1949 USGS.
 HQ0970'
 HQ0970'TO REACH THE STATION FROM LIDA, GO SOUTHWEST ON STATE HIGHWAY
 HQ0970'3 A DISTANCE OF 9.35 MILES TO A ROAD RIGHT.  TURN RIGHT, GO
 HQ0970'2.95 MILES TO A FORK.  TURN LEFT, GO 0.65 MILE TO A FORK.
 HQ0970'GO 0.4 MILE TO BUILDINGS ON LEFT.  CONTINUE STRAIGHT AHEAD
 HQ0970'1.85 MILES TO A FORK.  TURN RIGHT, GO 0.75 MILE UP CANYON TO
 HQ0970'A SADDLE.  TURN LEFT, GO 0.25 MILE TO TOP OF RIDGE.  TURN
 HQ0970'RIGHT OFF ROAD AND FOLLOW TOP OF RIDGE IN A NORTHEASTERLY
 HQ0970'DIRECTION 0.75 MILE TO THE AZIMUTH MARK.  CONTINUE ALONG TOP
 HQ0970'OF RIDGE 0.45 MILE TO HIGHEST POINT AND STATION.  A FOUR
 HQ0970'WHEEL DRIVE VEHICLE IS NECESSARY TO TRAVEL THE LAST 2.2
 HQ0970'MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0288 ***********************************************************************
 HP0288  DESIGNATION -  BLUE MOUNTAIN
 HP0288  PID         -  HP0288
 HP0288  STATE/COUNTY-  NV/LINCOLN
 HP0288  USGS QUAD   -  MOSEY MTN (1972)
 HP0288
 HP0288                         *CURRENT SURVEY CONTROL
 HP0288  ___________________________________________________________________
 HP0288* NAD 83(1994)-  37 38 24.10123(N)    114 16 00.55250(W)     ADJUSTED  
 HP0288* NAVD 88     -      2238.4    (meters)    7344.     (feet)  VERTCON   
 HP0288  ___________________________________________________________________
 HP0288  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 HP0288  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 HP0288
 HP0288  HORZ ORDER  -  FIRST
 HP0288
 HP0288.The horizontal coordinates were established by classical geodetic methods
 HP0288.and adjusted by the National Geodetic Survey in June 1998..
 HP0288
 HP0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0288
 HP0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0288
 HP0288.The geoid height was determined by GEOID03.
 HP0288
 HP0288;                    North         East     Units Scale Factor Converg.
 HP0288;SPC NV E     - 8,321,468.500   316,186.531   MT  1.00006622   +0 48 14.7
 HP0288;SPC NV E     -27,301,351.24  1,037,355.31   sFT  1.00006622   +0 48 14.7
 HP0288;UTM  11      - 4,169,390.849   741,157.570   MT  1.00031640   +1 40 11.8
 HP0288
 HP0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0288!SPC NV E     -   0.99965258  x   1.00006622  =   0.99971878
 HP0288!UTM  11      -   0.99965258  x   1.00031640  =   0.99996887
 HP0288
 HP0288|---------------------------------------------------------------------|
 HP0288| PID    Reference Object                     Distance      Geod. Az  |
 HP0288|                                                           dddmmss.s |
 HP0288| DC9830 BLUE MOUNTAIN RM 1                    5.691 METERS 15215     |
 HP0288| DC9829 BLUE MOUNTAIN AZ MK                                2281632.0 |
 HP0288| HP0297 PANACA WATER TANK                   APPROX.20.1 KM 3280151.3 |
 HP0288| DC9831 BLUE MOUNTAIN RM 2                    3.854 METERS 34937     |
 HP0288|---------------------------------------------------------------------|
 HP0288
 HP0288                          SUPERSEDED SURVEY CONTROL
 HP0288
 HP0288  NAD 83(1994)-  37 38 24.10133(N)    114 16 00.55247(W) AD(       ) 1
 HP0288  NAD 83(1986)-  37 38 24.09364(N)    114 16 00.55214(W) AD(       ) 1
 HP0288  NAD 27      -  37 38 24.21000(N)    114 15 57.61000(W) AD(       ) 1
 HP0288  NGVD 29 (07/19/86) 2237.2    (m)         7340.     (f) VERT ANG       
 HP0288
 HP0288.Superseded values are not recommended for survey control.
 HP0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0288.See file dsdata.txt to determine how the superseded data were derived.
 HP0288
 HP0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB4115869391(NAD 83)
 HP0288_MARKER: DS = TRIANGULATION STATION DISK
 HP0288_SETTING: 80 = SET IN A BOULDER
 HP0288_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HP0288_STAMPING: BLUE MTN 1944
 HP0288_MARK LOGO: CGS   
 HP0288_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0288+STABILITY: SURFACE MOTION
 HP0288
 HP0288  HISTORY     - Date     Condition        Report By
 HP0288  HISTORY     - 1944     MONUMENTED       CGS
 HP0288  HISTORY     - 1972     GOOD             USGS
 HP0288
 HP0288                          STATION DESCRIPTION
 HP0288
 HP0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0288'STATION IS ABOUT 14 MILES ENE OF CALIENTE, ABOUT 12 MILES SE
 HP0288'OF PANACA, ABOUT 2 MILES NE OF THE CALIENTE-BARCLAY ROAD,
 HP0288'AND ABOUT 2 MILES W OF THE PANACA-BARCLAY ROAD.  IT IS ON THE
 HP0288'HIGHEST POINT OF A PROMINENT LONE MOUNTAIN RISING OUT OF THE
 HP0288'BRUSHY HILLS, IS THE HIGHEST POINT IN THE VICINITY, AND IS
 HP0288'COVERED WITH A HEAVY GROWTH OF SCRUB CEDAR.
 HP0288'
 HP0288'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER PROJECTING
 HP0288'ABOUT 6 INCHES AND IS STAMPED BLUE MTN 1944.  IT IS APPROXIMATELY
 HP0288'IN THE CENTER OF THE RIDGE AND AMIDST NUMEROUS BOULDERS WHICH
 HP0288'PROJECT HIGHER THAN THE STATION MARK.
 HP0288'
 HP0288'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0288'PROJECTING ABOUT 2 FEET.  IT IS STAMPED BLUE MTN NO 1 1944.
 HP0288'
 HP0288'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0288'PROJECTING ABOUT 1-1/2 FEET.  IT IS STAMPED BLUE MTN NO 2 1944.
 HP0288'
 HP0288'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 HP0288'ABOUT 1 FOOT AND IS STAMPED BLUE MTN 1944.  IT IS 1-1/2 FEET
 HP0288'NW OF AN 18-INCH CAIRN, 16 FEET NE OF A 3-FOOT CAIRN, APPROXIMATELY
 HP0288'100 YARDS E OF LOWEST POINT OF SADDLE, AND ALONG N SIDE OF AN
 HP0288'E-W RIDGE.
 HP0288'
 HP0288'TO REACH STATION FROM CALIENTE, GO N ON U.S. HIGHWAY 93 FOR
 HP0288'2.9 MILES, TURN RIGHT OFF THE HIGHWAY ONTO A GRADED ROAD,
 HP0288'CROSS THE TRACKS AND GO GENERALLY E 1.9 MILES.  TAKE LEFT FORK
 HP0288'AND CONTINUE ON MAIN-TRAVELED ROAD FOR 10.9 MILES TO THE BOTTOM
 HP0288'OF A WASH SW OF THE MOUNTAINS.  TAKE LEFT FORK OFF THE GRADED
 HP0288'ROAD ONTO A TRACK ROAD AND GO NE UP WASH AND THROUGH CEDARS
 HP0288'1.3 MILES AND MAKE SHARP LEFT TURN.  CONTINUE ON TRACK ROAD
 HP0288'ABOUT 2 MILES TO END OF TRUCK TRAVEL.  THIS LAST SECTION OF
 HP0288'ROAD IS A WOODS ROAD AND HAS MANY FORKS WHICH DEAD-END ALONG
 HP0288'THE RIDGES BUT PROCEED IN A NE DIRECTION TO BASE OF
 HP0288'MOUNTAIN.  FROM END OF TRUCK TRAVEL PACK E ACROSS DRAINAGE
 HP0288'PASSING TO THE RIGHT OR S OF THE FIRST MAIN PEAK AND
 HP0288'THEN BEAR TO THE NE UP THE RIDGES TO THE TOP OF THE MOUNTAIN
 HP0288'WHICH HAS A PROMINENT ROCK OUTCROP AT THE HIGHEST POINT.  A
 HP0288'1-HOUR PACK.
 HP0288'
 HP0288'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HP0288
 HP0288                          STATION RECOVERY (1972)
 HP0288
 HP0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HP0288'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37114-1 STATION 1006. NEW
 HP0288'TO REACH FOLLOWS--  TO REACH FROM PANACA POST OFFICE GO W 300 FT, TURN
 HP0288'RIGHT OFF HWY AND GO S 0.9 MI, TAKE LEFT FORK FOR 0.2 MI, TAKE LEFT
 HP0288'FORK THEN RIGHT FORK FOR 0.3 MI, TAKE RIGHT FORK AT POINT OF SANDSTONE
 HP0288'RIDGE FOR 8.4 MI, TAKE RIGHT FORK FOR 2.0 MI, TAKE LEFT FORK FOR 1.0
 HP0288'MI, TAKE RIGHT FORK 3.1 MI, TAKE RIGHT FORK FOR 0.2 MI, TAKE RIGHT
 HP0288'FORK OFF MAIN RD AND FOLLOW WOOD RD FOR ABOUT 0.5 MI TO END OF TRUCK
 HP0288'TRAVEL.  PACK W UP RIDGE TO HIGHEST POINT AND STATION.  A 55 MINUTE
 HP0288'PACK.  HELICOPTER LANDING AREA ABOUT 100 FT N AND 5 FT LOWER THAN
 HP0288'STATION.  STATION MARK--BRONZE DISC STAMPED---BLUE MTN 1944---SET IN A
 HP0288'BOULDER PROJECTING ABOUT 6 INCHES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0591 ***********************************************************************
 LS0591  DESIGNATION -  BLUFF
 LS0591  PID         -  LS0591
 LS0591  STATE/COUNTY-  NV/PERSHING
 LS0591  USGS QUAD   -  OREANA (1987)
 LS0591
 LS0591                         *CURRENT SURVEY CONTROL
 LS0591  ___________________________________________________________________
 LS0591* NAD 83(1994)-  40 15 37.53449(N)    118 15 36.73196(W)     ADJUSTED  
 LS0591* NAVD 88     -      1924.6    (meters)    6314.     (feet)  VERTCON   
 LS0591  ___________________________________________________________________
 LS0591  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 LS0591  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 LS0591
 LS0591  HORZ ORDER  -  SECOND
 LS0591
 LS0591.The horizontal coordinates were established by classical geodetic methods
 LS0591.and adjusted by the National Geodetic Survey in June 1998..
 LS0591
 LS0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0591
 LS0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0591
 LS0591.The geoid height was determined by GEOID03.
 LS0591
 LS0591;                    North         East     Units Scale Factor Converg.
 LS0591;SPC NV W     - 4,611,576.615   827,485.482   MT  0.99990930   +0 12 31.8
 LS0591;SPC NV W     -15,129,814.28  2,714,841.95   sFT  0.99990930   +0 12 31.8
 LS0591;UTM  11      - 4,457,424.325   392,837.749   MT  0.99974136   -0 48 52.2
 LS0591
 LS0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0591!SPC NV W     -   0.99970164  x   0.99990930  =   0.99961097
 LS0591!UTM  11      -   0.99970164  x   0.99974136  =   0.99944308
 LS0591
 LS0591|---------------------------------------------------------------------|
 LS0591| PID    Reference Object                     Distance      Geod. Az  |
 LS0591|                                                           dddmmss.s |
 LS0591| DB6340 BLUFF RM 1                            9.333 METERS 10905     |
 LS0591| LS0572 AIRWAY BCN 28 ESE LOVELOCK          APPROX.21.6 KM 1615431.0 |
 LS0591| DB6341 BLUFF RM 2                            6.814 METERS 21730     |
 LS0591| DB6339 BLUFF AZ MK                                        3372729.9 |
 LS0591|---------------------------------------------------------------------|
 LS0591
 LS0591                          SUPERSEDED SURVEY CONTROL
 LS0591
 LS0591  NAD 83(1986)-  40 15 37.54092(N)    118 15 36.72817(W) AD(       ) 2
 LS0591  NAD 27      -  40 15 37.86690(N)    118 15 33.21710(W) AD(       ) 2
 LS0591  NGVD 29 (07/19/86) 1923.6    (m)         6311.     (f) VERT ANG       
 LS0591
 LS0591.Superseded values are not recommended for survey control.
 LS0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0591.See file dsdata.txt to determine how the superseded data were derived.
 LS0591
 LS0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE9283857424(NAD 83)
 LS0591_MARKER: DS = TRIANGULATION STATION DISK
 LS0591_SETTING: 80 = SET IN A BOULDER
 LS0591_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LS0591
 LS0591  HISTORY     - Date     Condition        Report By
 LS0591  HISTORY     - 1958     MONUMENTED       CGS
 LS0591
 LS0591                          STATION DESCRIPTION
 LS0591
 LS0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0591'THE STATION IS LOCATED ON A HIGH RIDGE THAT HAS SHEER RIMROCK
 LS0591'BLUFFS ALONG ITS WEST SIDE AND HAS A BLACK APPEARANCE FROM
 LS0591'A DISTANCE.  IT IS, AIRLINE, ABOUT 13 MILES NORTHEAST OF
 LS0591'LOVELOCK, 6-1/2 MILES SOUTHEAST OF OREANA AND 4 MILES WEST
 LS0591'OF THE OLD MINING TOWN OF PACKARD.
 LS0591'
 LS0591'TO REACH FROM THE POST OFFICE IN LOVELOCK, GO EAST 1 BLOCK TO
 LS0591'U.S. HIGHWAY 40.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY 40
 LS0591'FOR 10.0 MILES TO A SIDE ROAD RIGHT AND WHITE CATTLEGUARD.
 LS0591'TURN RIGHT AND GO EAST 0.45 MILE TO A FORK.  TAKE RIGHT FORK
 LS0591'0.25 MILE TO A FORK.  TAKE RIGHT FORK AND FOLLOW MAIN ROAD
 LS0591'0.6 MILE TO A FORK.  TAKE RIGHT FORK AND GO EAST ON MAIN ROAD
 LS0591'1.4 MILES TO A FORK.  TAKE LEFT FORK 0.6 MILE TO WHERE ROAD
 LS0591'LEAVES WASH.  CONTINUE SOUTHEAST ON TRACK ROAD 0.25 MILE TO
 LS0591'WHERE ROAD ENTERS ANOTHER WASH.  CONTINUE SOUTHEAST ON TRACK
 LS0591'ROAD 0.25 MILE TO WHERE ROAD ENTERS ANOTHER WASH.  CONTINUE
 LS0591'SOUTHEAST, UP MAIN WASH, FOR 0.65 MILE TO BASE OF RIDGE ON
 LS0591'LEFT.  USING 4-WHEEL-DRIVE VEHICLE, LEAVE WASH AND FOLLOW
 LS0591'DIM TRACKS UP SLOPE TO SUMMIT OF RIDGE, THEN CONTINUE
 LS0591'EAST ALONG CREST OF RIDGE FOR 2.0 MILES TO ITS END AT
 LS0591'BASE OF ROCKY HILL.  TURN RIGHT AND GO SOUTHEAST UP
 LS0591'STEEP GRASSY SLOPE FOR 0.2 MILE TO EDGE OF ROCKY AREA.
 LS0591'FROM HERE PACK SOUTHEAST UP ROCKY SLOPE FOR 150 YARDS TO
 LS0591'WEST EDGE OF HILL AND THE AZIMUTH MARK.  FROM AZIMUTH
 LS0591'MARK, PACK SOUTHERLY ALONG WEST SIDE OF ROCKY RIDGE,
 LS0591'KEEPING ABOVE STEEP DIRT SLIDES, FOR ABOUT 1/2 MILE, TO
 LS0591'DISTANT HIGH POINT AND STATION.
 LS0591'
 LS0591'THE STATION MARK IS A STANDARD DISK STAMPED BLUFF 1958,
 LS0591'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS
 LS0591'6 INCHES.  IT IS 8 FEET SOUTH OF A CAIRN.
 LS0591'
 LS0591'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BLUFF
 LS0591'NO 1 1958, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT
 LS0591'PROJECTS 2 FEET.  IT IS 2-1/2 FEET LOWER THAN STATION.
 LS0591'
 LS0591'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BLUFF NO 2
 LS0591'1958, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER AT THE WEST
 LS0591'EDGE OF THE BLUFF.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 LS0591'
 LS0591'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLUFF 1958, CEMENTED
 LS0591'IN A DRILL HOLE IN A BEDROCK LEDGE ON THE WEST END OF A
 LS0591'SMALL SPUR RIDGE THAT EXTENDS WESTWARD FROM THE MAIN RIDGE.
 LS0591'IT IS 9 FEET SOUTHWEST OF A CAIRN AND 60 FEET WEST OF HIGHEST
 LS0591'POINT OF SPUR RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0697 ***********************************************************************
 JP0697  DESIGNATION -  BLUFF
 JP0697  PID         -  JP0697
 JP0697  STATE/COUNTY-  NV/WHITE PINE
 JP0697  USGS QUAD   -  DOUGLAS (1978)
 JP0697
 JP0697                         *CURRENT SURVEY CONTROL
 JP0697  ___________________________________________________________________
 JP0697* NAD 83(1994)-  38 48 24.73678(N)    115 14 03.79648(W)     ADJUSTED  
 JP0697* NAVD 88     -      2250.2    (meters)    7383.     (feet)  VERTCON   
 JP0697  ___________________________________________________________________
 JP0697  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 JP0697  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 JP0697
 JP0697  HORZ ORDER  -  THIRD
 JP0697
 JP0697.The horizontal coordinates were established by classical geodetic methods
 JP0697.and adjusted by the National Geodetic Survey in June 1998..
 JP0697
 JP0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0697
 JP0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0697
 JP0697.The geoid height was determined by GEOID03.
 JP0697
 JP0697;                    North         East     Units Scale Factor Converg.
 JP0697;SPC NV E     - 8,450,218.555   230,306.899   MT  0.99991131   +0 13 07.3
 JP0697;SPC NV E     -27,723,758.71    755,598.55   sFT  0.99991131   +0 13 07.3
 JP0697;UTM  11      - 4,296,825.852   653,307.460   MT  0.99988942   +1 06 24.2
 JP0697
 JP0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0697!SPC NV E     -   0.99965050  x   0.99991131  =   0.99956184
 JP0697!UTM  11      -   0.99965050  x   0.99988942  =   0.99953996
 JP0697
 JP0697|---------------------------------------------------------------------|
 JP0697| PID    Reference Object                     Distance      Geod. Az  |
 JP0697|                                                           dddmmss.s |
 JP0697| CS8713 BLUFF RM 2                            4.048 METERS 00043     |
 JP0697| CS8712 BLUFF RM 1                            3.664 METERS 28016     |
 JP0697|---------------------------------------------------------------------|
 JP0697
 JP0697                          SUPERSEDED SURVEY CONTROL
 JP0697
 JP0697  NAD 83(1994)-  38 48 24.73435(N)    115 14 03.79837(W) AD(       ) 3
 JP0697  NAD 83(1986)-  38 48 24.73260(N)    115 14 03.80017(W) AD(       ) 3
 JP0697  NGVD 29 (01/04/94) 2249.0    (m)         7379.     (f) VERT ANG       
 JP0697
 JP0697.Superseded values are not recommended for survey control.
 JP0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0697.See file dsdata.txt to determine how the superseded data were derived.
 JP0697
 JP0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC5330796826(NAD 83)
 JP0697_MARKER: DS = TRIANGULATION STATION DISK
 JP0697_SETTING: 66 = SET IN ROCK OUTCROP
 JP0697_SP_SET: SET IN ROCK OUTCROP
 JP0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0697+STABILITY: POSITION/ELEVATION WELL
 JP0697
 JP0697  HISTORY     - Date     Condition        Report By
 JP0697  HISTORY     - 1947     MONUMENTED       USGS
 JP0697  HISTORY     - 1963     GOOD             USGS
 JP0697  HISTORY     - 1965     GOOD             USGS
 JP0697  HISTORY     - 1973     GOOD             USGS
 JP0697
 JP0697                          STATION DESCRIPTION
 JP0697
 JP0697'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JP0697'LOCATED ABOUT 13.8 MI NE. OF CURRANT, 2.3 MI S. OF U.S. HWY. 6.
 JP0697'ON HIGHEST POINT AT CENTER OF LONG E.-W. RIDGE.
 JP0697'
 JP0697'TO REACH FROM CURRANT SUMMIT ON U.S. HWY. 6, DRIVE ABOUT 4.3 MI
 JP0697'NE. TO RD. FORKS.  TURN RIGHT OFF HWY. ONTO POOR RD. 0.5 MI SE. TO
 JP0697'DESERT RD. FORKS.  TAKE RD. SOUTHERLY 3.2 MI TO END OF TRUCK
 JP0697'TRAVEL.  STATION IS ABOUT 1 MI TO S.  ABOUT A 1-HOUR PACK.
 JP0697'
 JP0697'STATION MARK--STANDARD TABLET STAMPED---BLUFF 1947---, CEMENTED IN
 JP0697'ROCK OUTCROP.
 JP0697'
 JP0697'RM 1--STANDARD RM TABLET STAMPED---BLUFF NO 1 1947---, CEMENTED IN
 JP0697'ROCK OUTCROP.
 JP0697'
 JP0697'RM 2--CHISELED CROSS IN ROCK OUTCROP.
 JP0697
 JP0697                          STATION RECOVERY (1963)
 JP0697
 JP0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JP0697'RECOVERED AS DESCRIBED BY USGS IN 1947.  STATION REACHED BY
 JP0697'HELICOPTER.
 JP0697
 JP0697                          STATION RECOVERY (1965)
 JP0697
 JP0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JP0697'RECOVERED AS DESCRIBED BY USGS.
 JP0697
 JP0697                          STATION RECOVERY (1973)
 JP0697
 JP0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JP0697'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0554 ***********************************************************************
 KR0554  DESIGNATION -  BM
 KR0554  PID         -  KR0554
 KR0554  STATE/COUNTY-  NV/CHURCHILL
 KR0554  USGS QUAD   -  SODA LAKE WEST (1985)
 KR0554
 KR0554                         *CURRENT SURVEY CONTROL
 KR0554  ___________________________________________________________________
 KR0554* NAD 83(1986)-  39 30 39.     (N)    118 56 01.     (W)     SCALED    
 KR0554* NAVD 88     -      1228.363  (meters)    4030.05   (feet)  ADJUSTED  
 KR0554  ___________________________________________________________________
 KR0554  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 KR0554  DYNAMIC HT  -        1227.304 (meters)    4026.58  (feet)  COMP
 KR0554  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 KR0554
 KR0554  VERT ORDER  -  FIRST     CLASS II
 KR0554
 KR0554.The horizontal coordinates were scaled from a topographic map and have
 KR0554.an estimated accuracy of +/- 6 seconds.
 KR0554
 KR0554.The orthometric height was determined by differential leveling
 KR0554.and adjusted by the National Geodetic Survey in June 1991..
 KR0554
 KR0554.The geoid height was determined by GEOID03.
 KR0554
 KR0554.The dynamic height is computed by dividing the NAVD 88
 KR0554.geopotential number by the normal gravity value computed on the
 KR0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0554.degrees latitude (g = 980.6199 gals.).
 KR0554
 KR0554.The modeled gravity was interpolated from observed gravity values.
 KR0554
 KR0554;                    North         East    Units  Estimated Accuracy
 KR0554;SPC NV W     - 4,528,360.      769,880.      MT  (+/- 180 meters Scaled)
 KR0554
 KR0554                          SUPERSEDED SURVEY CONTROL
 KR0554
 KR0554  NGVD 29 (??/??/92) 1227.403  (m)         4026.90   (f) ADJ UNCH    1 2
 KR0554
 KR0554.Superseded values are not recommended for survey control.
 KR0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0554.See file dsdata.txt to determine how the superseded data were derived.
 KR0554
 KR0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD337752(NAD 83)
 KR0554_MARKER: P = PIPE CAP
 KR0554_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0554_SP_SET: SHALLOW-SET PIPE
 KR0554_MARK LOGO: USGS  
 KR0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0554
 KR0554  HISTORY     - Date     Condition        Report By
 KR0554  HISTORY     - UNK      MONUMENTED       USGS
 KR0554  HISTORY     - 1951     GOOD             NGS
 KR0554  HISTORY     - 1986     GOOD             NGS
 KR0554
 KR0554                          STATION DESCRIPTION
 KR0554
 KR0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0554'8.9 MI NW FROM FALLON.
 KR0554'8.9 MILES NORTHWEST ALONG U. S. HIGHWAY 95 AND 50 FROM THE POST OFFICE
 KR0554'IN FALLON, 0.3 MILES SOUTHEAST OF A Y JUNCTION OF U. S. HIGHWAY 95 AND
 KR0554'50, 135 FEET WEST OF THE WEST END OF THE RAILROAD BRIDGE NUMBERED
 KR0554'295.38, 92 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HIGHWAY BRIDGE,
 KR0554'92 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET NORTHWEST OF
 KR0554'A WITNESS POST, AND RIVETED TO THE TOP OF A 3 1/2-INCH IRON PIPE
 KR0554'PROJECTING ONE FOOT.
 KR0554
 KR0554                          STATION RECOVERY (1986)
 KR0554
 KR0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0554'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.24 KM (0.15
 KR0554'MI) SOUTH ALONG US HIGHWAY 95 (MAIN STREET) FROM THE POST OFFICE IN
 KR0554'FALLON, THENCE 14.4 KM (8.9 MI) WESTERLY ALONG US HIGHWAY 50, 28.7
 KR0554'METERS (94 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.7 METERS
 KR0554'(45 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC
 KR0554'COMPANY RAILROAD, AN UNSTAMPED PIPE CAP ON THE TOP OF A 3-INCH PIPE
 KR0554'PROJECTING 30 CENTIMETERS.
 KR0554'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KR0554'THE MARK IS 1.5 M BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0756 ***********************************************************************
 GR0756  DESIGNATION -  BM
 GR0756  PID         -  GR0756
 GR0756  STATE/COUNTY-  NV/LINCOLN
 GR0756  USGS QUAD   -  FARRIER (1969)
 GR0756
 GR0756                         *CURRENT SURVEY CONTROL
 GR0756  ___________________________________________________________________
 GR0756* NAD 83(1986)-  36 52 09.     (N)    114 39 56.     (W)     SCALED    
 GR0756* NAVD 88     -       571.490  (meters)    1874.96   (feet)  ADJUSTED  
 GR0756  ___________________________________________________________________
 GR0756  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 GR0756  DYNAMIC HT  -         570.948 (meters)    1873.19  (feet)  COMP
 GR0756  MODELED GRAV-     979,665.4   (mgal)                       NAVD 88
 GR0756
 GR0756  VERT ORDER  -  FIRST     CLASS I
 GR0756
 GR0756.The horizontal coordinates were scaled from a topographic map and have
 GR0756.an estimated accuracy of +/- 6 seconds.
 GR0756
 GR0756.The orthometric height was determined by differential leveling
 GR0756.and adjusted by the National Geodetic Survey in June 1991..
 GR0756.WARNING-Repeat measurements at this control monument indicate possible
 GR0756.vertical movement.
 GR0756
 GR0756.The geoid height was determined by GEOID03.
 GR0756
 GR0756.The dynamic height is computed by dividing the NAVD 88
 GR0756.geopotential number by the normal gravity value computed on the
 GR0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0756.degrees latitude (g = 980.6199 gals.).
 GR0756
 GR0756.The modeled gravity was interpolated from observed gravity values.
 GR0756
 GR0756;                    North         East    Units  Estimated Accuracy
 GR0756;SPC NV E     - 8,235,500.      281,830.      MT  (+/- 180 meters Scaled)
 GR0756
 GR0756                          SUPERSEDED SURVEY CONTROL
 GR0756
 GR0756  NGVD 29 (??/??/92)  570.811  (m)         1872.74   (f) ADJ UNCH    1 1
 GR0756
 GR0756.Superseded values are not recommended for survey control.
 GR0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0756.See file dsdata.txt to determine how the superseded data were derived.
 GR0756
 GR0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA080829(NAD 83)
 GR0756_MARKER: B = BOLT
 GR0756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0756_SP_SET: ABUTMENT
 GR0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0756
 GR0756  HISTORY     - Date     Condition        Report By
 GR0756  HISTORY     - UNK      MONUMENTED       LOCENG
 GR0756  HISTORY     - 1949     GOOD             NGS
 GR0756  HISTORY     - 1963     GOOD             NGS
 GR0756
 GR0756                          STATION DESCRIPTION
 GR0756
 GR0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0756'14.3 MI N FROM MOAPA.
 GR0756'14.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0756'MOAPA, 5 1/2 RAILS NORTH OF MILEPOLE 397, AT A STEEL TRUSS BRIDGE NO.
 GR0756'397.04 OVER MEADOW VALLEY WASH, IN THE TOP OF THE EAST END OF THE
 GR0756'SOUTH CONCRETE ABUTMENT, 3.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 GR0756'THE ABUTMENT, 8.8 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT LOWER
 GR0756'THAN THE TRACK.
 GR0756
 GR0756                          STATION RECOVERY (1963)
 GR0756
 GR0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0398 ***********************************************************************
 LQ0398  DESIGNATION -  BM
 LQ0398  PID         -  LQ0398
 LQ0398  STATE/COUNTY-  NV/ELKO
 LQ0398  USGS QUAD   -  GRINDSTONE MTN (1985)
 LQ0398
 LQ0398                         *CURRENT SURVEY CONTROL
 LQ0398  ___________________________________________________________________
 LQ0398* NAD 83(1986)-  40 42 49.     (N)    115 59 22.     (W)     SCALED    
 LQ0398* NAVD 88     -      1516.747  (meters)    4976.19   (feet)  ADJUSTED  
 LQ0398  ___________________________________________________________________
 LQ0398  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 LQ0398  DYNAMIC HT  -        1515.504 (meters)    4972.12  (feet)  COMP
 LQ0398  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 LQ0398
 LQ0398  VERT ORDER  -  FIRST     CLASS II
 LQ0398
 LQ0398.The horizontal coordinates were scaled from a topographic map and have
 LQ0398.an estimated accuracy of +/- 6 seconds.
 LQ0398
 LQ0398.The orthometric height was determined by differential leveling
 LQ0398.and adjusted by the National Geodetic Survey in June 1991..
 LQ0398
 LQ0398.The geoid height was determined by GEOID03.
 LQ0398
 LQ0398.The dynamic height is computed by dividing the NAVD 88
 LQ0398.geopotential number by the normal gravity value computed on the
 LQ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0398.degrees latitude (g = 980.6199 gals.).
 LQ0398
 LQ0398.The modeled gravity was interpolated from observed gravity values.
 LQ0398
 LQ0398;                    North         East    Units  Estimated Accuracy
 LQ0398;SPC NV E     - 8,661,920.      165,690.      MT  (+/- 180 meters Scaled)
 LQ0398
 LQ0398                          SUPERSEDED SURVEY CONTROL
 LQ0398
 LQ0398  NGVD 29 (??/??/92) 1515.64   (m)         4972.6    (f) COMPUTED    1 2
 LQ0398
 LQ0398.Superseded values are not recommended for survey control.
 LQ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0398.See file dsdata.txt to determine how the superseded data were derived.
 LQ0398
 LQ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF853074(NAD 83)
 LQ0398_MARKER: S = SPIKE
 LQ0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0398_SP_SET: ABUTMENT
 LQ0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0398
 LQ0398  HISTORY     - Date     Condition        Report By
 LQ0398  HISTORY     - UNK      MONUMENTED       SPRR
 LQ0398  HISTORY     - 1953     GOOD             NGS
 LQ0398  HISTORY     - 1982     MARK NOT FOUND   USGS
 LQ0398  HISTORY     - 1984     MARK NOT FOUND   NGS
 LQ0398
 LQ0398                          STATION DESCRIPTION
 LQ0398
 LQ0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0398'6.7 MI E FROM CARLIN.
 LQ0398'6.7 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LQ0398'STATION AT CARLIN, AT STEEL BRIDGE 541.16-22 OVER HUMBOLDT RIVER, IN
 LQ0398'THE TOP OF THE SOUTH END OF THE WEST ABUTMENT, 4.2 FEET SOUTH OF THE
 LQ0398'SOUTH RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TOP OF THE RAIL.
 LQ0398
 LQ0398                          STATION RECOVERY (1982)
 LQ0398
 LQ0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LQ0398'MARK NOT FOUND.
 LQ0398
 LQ0398                          STATION RECOVERY (1984)
 LQ0398
 LQ0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0398'NOT RECOVERED.  ABUTMENT HAS BEEN CAPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0284 ***********************************************************************
 LS0284  DESIGNATION -  BM
 LS0284  PID         -  LS0284
 LS0284  STATE/COUNTY-  NV/PERSHING
 LS0284  USGS QUAD   -  TOULON PEAK (1987)
 LS0284
 LS0284                         *CURRENT SURVEY CONTROL
 LS0284  ___________________________________________________________________
 LS0284* NAD 83(1986)-  40 04 16.     (N)    118 38 12.     (W)     SCALED    
 LS0284* NAVD 88     -      1195.817  (meters)    3923.28   (feet)  ADJUSTED  
 LS0284  ___________________________________________________________________
 LS0284  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 LS0284  DYNAMIC HT  -        1194.860 (meters)    3920.14  (feet)  COMP
 LS0284  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 LS0284
 LS0284  VERT ORDER  -  FIRST     CLASS II
 LS0284
 LS0284.The horizontal coordinates were scaled from a topographic map and have
 LS0284.an estimated accuracy of +/- 6 seconds.
 LS0284
 LS0284.The orthometric height was determined by differential leveling
 LS0284.and adjusted by the National Geodetic Survey in June 1991..
 LS0284
 LS0284.The geoid height was determined by GEOID03.
 LS0284
 LS0284.The dynamic height is computed by dividing the NAVD 88
 LS0284.geopotential number by the normal gravity value computed on the
 LS0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0284.degrees latitude (g = 980.6199 gals.).
 LS0284
 LS0284.The modeled gravity was interpolated from observed gravity values.
 LS0284
 LS0284;                    North         East    Units  Estimated Accuracy
 LS0284;SPC NV W     - 4,590,510.      795,450.      MT  (+/- 180 meters Scaled)
 LS0284
 LS0284                          SUPERSEDED SURVEY CONTROL
 LS0284
 LS0284  NGVD 29 (??/??/92) 1194.917  (m)         3920.32   (f) ADJ UNCH    1 2
 LS0284
 LS0284.Superseded values are not recommended for survey control.
 LS0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0284.See file dsdata.txt to determine how the superseded data were derived.
 LS0284
 LS0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE604369(NAD 83)
 LS0284_MARKER: DD = SURVEY DISK
 LS0284_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LS0284_SP_SET: HEADWALL
 LS0284_MARK LOGO: BOR   
 LS0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0284+STABILITY: SURFACE MOTION
 LS0284
 LS0284  HISTORY     - Date     Condition        Report By
 LS0284  HISTORY     - UNK      MONUMENTED       BOR
 LS0284  HISTORY     - 1951     GOOD             NGS
 LS0284  HISTORY     - 1957     GOOD             NGS
 LS0284  HISTORY     - 1986     GOOD             NGS
 LS0284
 LS0284                          STATION DESCRIPTION
 LS0284
 LS0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0284'11.6 MI SW FROM LOVELOCK.
 LS0284'11.6 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LS0284'THE STATION AT LOVELOCK, ABOUT 0.5 MILE NORTHEAST OF TOULON SIDING,
 LS0284'NEAR RAILROAD BRIDGE NO. 332.59, 226.0 FEET NORTHWEST OF THE NORTHWEST
 LS0284'RAIL, 27.3 FEET SOUTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 40, SET
 LS0284'IN THE TOP OF AND IN THE NORTH END OF THE EAST CONCRETE HEADWALL OF A
 LS0284'LARGE TWIN CONCRETE BOX CULVERT.  NOTE-- THE U. S. BUREAU OF
 LS0284'RECLAMATION (LOCAL OFFICE) WAS CONTACTED AND INFORMED THAT THIS MARK
 LS0284'BEARS NO DESIGNATION.
 LS0284
 LS0284                          STATION RECOVERY (1957)
 LS0284
 LS0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0284'RECOVERED IN GOOD CONDITION.
 LS0284
 LS0284                          STATION RECOVERY (1986)
 LS0284
 LS0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0284'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LS0284'MI) SOUTHWEST ALONG CORNELL AVENUE FROM THE INTERSECTION OF MAIN
 LS0284'STREET IN LOVELOCK, THENCE 17.7 KM (11.0 MI) SOUTHWEST ALONG LOWER
 LS0284'VALLEY ROAD (OLD US HIGHWAY 40), 0.73 KM (0.45 MI) SOUTHWEST OF MILE
 LS0284'POST 6, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A
 LS0284'DOUBLE BOX CULVERT UNDER THE ROAD, 8.4 METERS (27.5 FT) SOUTHEAST OF
 LS0284'THE CENTERLINE OF THE ROAD.  NOTE--THE DISK HAS NO STAMPING.
 LS0284'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1068 ***********************************************************************
 KR1068  DESIGNATION -  BM
 KR1068  PID         -  KR1068
 KR1068  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1068  USGS QUAD   -  GENOA (1994)
 KR1068
 KR1068                         *CURRENT SURVEY CONTROL
 KR1068  ___________________________________________________________________
 KR1068* NAD 83(1986)-  39 06 45.     (N)    119 50 48.     (W)     SCALED    
 KR1068* NAVD 88     -      1735.61   (+/-2cm)    5694.2    (feet)  VERTCON   
 KR1068  ___________________________________________________________________
 KR1068  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 KR1068
 KR1068  VERT ORDER  -  ? (See Below)
 KR1068
 KR1068.The horizontal coordinates were scaled from a topographic map and have
 KR1068.an estimated accuracy of +/- 6 seconds.
 KR1068
 KR1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1068.The vertical order pertains to the NGVD 29 superseded value.
 KR1068
 KR1068.The geoid height was determined by GEOID03.
 KR1068
 KR1068;                    North         East    Units  Estimated Accuracy
 KR1068;SPC NV W     - 4,484,850.      690,750.      MT  (+/- 180 meters Scaled)
 KR1068
 KR1068                          SUPERSEDED SURVEY CONTROL
 KR1068
 KR1068  NGVD 29 (??/??/92) 1734.387  (m)         5690.23   (f) ADJ UNCH    ?  
 KR1068
 KR1068.Superseded values are not recommended for survey control.
 KR1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1068.See file dsdata.txt to determine how the superseded data were derived.
 KR1068
 KR1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD538331(NAD 83)
 KR1068_MARKER: DD = SURVEY DISK
 KR1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1068+STABILITY: SURFACE MOTION
 KR1068
 KR1068  HISTORY     - Date     Condition        Report By
 KR1068  HISTORY     - UNK      MONUMENTED       NVDH
 KR1068  HISTORY     - 1941     GOOD             NGS
 KR1068  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1068  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1068
 KR1068                          STATION DESCRIPTION
 KR1068
 KR1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KR1068'7.8 MI SW FROM CARSON CITY.
 KR1068'7.8 MILES SOUTHWEST OF CARSON CITY, ORMSBY COUNTY.  THIS BENCH MARK
 KR1068'MAY BE REACHED FROM THE POST OFFICE BY GOING 3.4 MILES SOUTH ALONG
 KR1068'U.S. HIGHWAY 395, THENCE 4.4 MILES WEST ALONG U.S. HIGHWAY 50.  IT IS
 KR1068'ON THE CLEAR CREEK GRADE, 18 FEET EAST OF THE ENTRANCE TO TAHOE
 KR1068'NATIONAL FOREST, AND 20 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A
 KR1068'STEEL DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED
 KR1068'IN AUGUST 1941 THAT THIS MARK IS THE TOP OF A 3/16-INCH COPPER WIRE
 KR1068'SET IN A STANDARD RIGHT-OF-WAY CONCRETE POST.
 KR1068
 KR1068                          STATION RECOVERY (1967)
 KR1068
 KR1068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1068'MARK NOT FOUND.
 KR1068
 KR1068                          STATION RECOVERY (2003)
 KR1068
 KR1068'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0690 ***********************************************************************
 KR0690  DESIGNATION -  BM
 KR0690  PID         -  KR0690
 KR0690  STATE/COUNTY-  NV/WASHOE
 KR0690  USGS QUAD   -  WADSWORTH (1985)
 KR0690
 KR0690                         *CURRENT SURVEY CONTROL
 KR0690  ___________________________________________________________________
 KR0690* NAD 83(1986)-  39 37 56.     (N)    119 16 58.     (W)     SCALED    
 KR0690* NAVD 88     -      1243.404  (meters)    4079.40   (feet)  ADJUSTED  
 KR0690  ___________________________________________________________________
 KR0690  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR0690  DYNAMIC HT  -        1242.330 (meters)    4075.88  (feet)  COMP
 KR0690  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 KR0690
 KR0690  VERT ORDER  -  FIRST     CLASS II
 KR0690
 KR0690.The horizontal coordinates were scaled from a topographic map and have
 KR0690.an estimated accuracy of +/- 6 seconds.
 KR0690
 KR0690.The orthometric height was determined by differential leveling
 KR0690.and adjusted by the National Geodetic Survey in June 1991..
 KR0690
 KR0690.The geoid height was determined by GEOID03.
 KR0690
 KR0690.The dynamic height is computed by dividing the NAVD 88
 KR0690.geopotential number by the normal gravity value computed on the
 KR0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0690.degrees latitude (g = 980.6199 gals.).
 KR0690
 KR0690.The modeled gravity was interpolated from observed gravity values.
 KR0690
 KR0690;                    North         East    Units  Estimated Accuracy
 KR0690;SPC NV W     - 4,542,020.      739,960.      MT  (+/- 180 meters Scaled)
 KR0690
 KR0690                          SUPERSEDED SURVEY CONTROL
 KR0690
 KR0690  NGVD 29 (??/??/92) 1242.433  (m)         4076.22   (f) ADJ UNCH    1 2
 KR0690
 KR0690.Superseded values are not recommended for survey control.
 KR0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0690.See file dsdata.txt to determine how the superseded data were derived.
 KR0690
 KR0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD040894(NAD 83)
 KR0690_MARKER: B = BOLT
 KR0690_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KR0690_SP_SET: BRIDGE ABUTMENT
 KR0690_MARK LOGO: NONE  
 KR0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0690
 KR0690  HISTORY     - Date     Condition        Report By
 KR0690  HISTORY     - UNK      MONUMENTED       SPRR
 KR0690  HISTORY     - 1953     GOOD             NGS
 KR0690  HISTORY     - 1958     GOOD             NGS
 KR0690  HISTORY     - 1986     GOOD             NGS
 KR0690
 KR0690                          STATION DESCRIPTION
 KR0690
 KR0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0690'0.2 MI E FROM WADSWORTH.
 KR0690'0.2 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0690'STATION AT WADSWORTH, AT STEEL BRIDGE 277.98 OVER TRUCKEE RIVER, IN
 KR0690'THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT, 9.2 FEET SOUTH
 KR0690'OF THE SOUTH RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE TOP OF THE
 KR0690'RAIL.  NOTE-- A WOODEN FLUME HAS BEEN BUILT OVER THIS MARK MAKING IT
 KR0690'IMPOSSIBLE TO PLUMB A ROD ON IT.
 KR0690
 KR0690                          STATION RECOVERY (1958)
 KR0690
 KR0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KR0690'RECOVERED IN GOOD CONDITION.
 KR0690
 KR0690                          STATION RECOVERY (1986)
 KR0690
 KR0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0690'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.71 KM (0.44
 KR0690'MI) SOUTHEAST ALONG STATE HIGHWAY 427 FROM THE JUNCTION OF STATE
 KR0690'HIGHWAY 447 IN WADSWORTH, 0.3 METERS (1.0 FT) NORTH OF THE SOUTH END
 KR0690'OF THE EAST CONCRETE ABUTMENT OF THE SOUTHERN PACIFIC RAILROAD BRIDGE
 KR0690'OVER THE TRUCKEE RIVER, 48.5 METERS (159 FT) NORTH OF THE CENTERLINE
 KR0690'OF HIGHWAY 427, 2.7 METERS (9.0 FT) SOUTH OF THE SOUTH RAIL.  NOTE--A
 KR0690'ROUND TOP IRON BOLT WITH NO STAMPING.
 KR0690'THE MARK IS 3.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0263 ***********************************************************************
 KR0263  DESIGNATION -  BM
 KR0263  PID         -  KR0263
 KR0263  STATE/COUNTY-  NV/CHURCHILL
 KR0263  USGS QUAD   -  FALLON (1985)
 KR0263
 KR0263                         *CURRENT SURVEY CONTROL
 KR0263  ___________________________________________________________________
 KR0263* NAD 83(1986)-  39 28 35.     (N)    118 46 36.     (W)     SCALED    
 KR0263* NAVD 88     -      1208.114  (meters)    3963.62   (feet)  ADJUSTED  
 KR0263  ___________________________________________________________________
 KR0263  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 KR0263  DYNAMIC HT  -        1207.076 (meters)    3960.22  (feet)  COMP
 KR0263  MODELED GRAV-     979,726.0   (mgal)                       NAVD 88
 KR0263
 KR0263  VERT ORDER  -  FIRST     CLASS II
 KR0263
 KR0263.The horizontal coordinates were scaled from a topographic map and have
 KR0263.an estimated accuracy of +/- 6 seconds.
 KR0263
 KR0263.The orthometric height was determined by differential leveling
 KR0263.and adjusted by the National Geodetic Survey in June 1991..
 KR0263.WARNING-Repeat measurements at this control monument indicate possible
 KR0263.vertical movement.
 KR0263
 KR0263.The geoid height was determined by GEOID03.
 KR0263
 KR0263.The dynamic height is computed by dividing the NAVD 88
 KR0263.geopotential number by the normal gravity value computed on the
 KR0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0263.degrees latitude (g = 980.6199 gals.).
 KR0263
 KR0263.The modeled gravity was interpolated from observed gravity values.
 KR0263
 KR0263;                    North         East    Units  Estimated Accuracy
 KR0263;SPC NV W     - 4,524,500.      783,370.      MT  (+/- 180 meters Scaled)
 KR0263
 KR0263                          SUPERSEDED SURVEY CONTROL
 KR0263
 KR0263  NGVD 29 (??/??/92) 1207.178  (m)         3960.55   (f) ADJ UNCH    1 2
 KR0263
 KR0263.Superseded values are not recommended for survey control.
 KR0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0263.See file dsdata.txt to determine how the superseded data were derived.
 KR0263
 KR0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD471711(NAD 83)
 KR0263_MARKER: DD = SURVEY DISK
 KR0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0263+STABILITY: SURFACE MOTION
 KR0263
 KR0263  HISTORY     - Date     Condition        Report By
 KR0263  HISTORY     - UNK      MONUMENTED       CGS
 KR0263  HISTORY     - 1955     GOOD             NGS
 KR0263  HISTORY     - 1967     MARK NOT FOUND   NGS
 KR0263  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0263
 KR0263                          STATION DESCRIPTION
 KR0263
 KR0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0263'IN FALLON.
 KR0263'AT FALLON, AT THE APPROXIMATE CENTER OF THE INTERSECTION OF MAIN
 KR0263'STREET AND WILLIAMS AVENUE, 0.6 FOOT UNDERGROUND, AND SET IN THE TOP
 KR0263'OF A CONCRETE POST ENCASED BY A 12-INCH IRON PIPE WITH A CAST IRON
 KR0263'COVER FLUSH WITH THE PAVEMENT.
 KR0263
 KR0263                          STATION RECOVERY (1967)
 KR0263
 KR0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KR0263'MARK NOT FOUND.
 KR0263
 KR0263                          STATION RECOVERY (1986)
 KR0263
 KR0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0263'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0443 ***********************************************************************
 LQ0443  DESIGNATION -  BM
 LQ0443  PID         -  LQ0443
 LQ0443  STATE/COUNTY-  NV/ELKO
 LQ0443  USGS QUAD   -  ELKO WEST (1975)
 LQ0443
 LQ0443                         *CURRENT SURVEY CONTROL
 LQ0443  ___________________________________________________________________
 LQ0443* NAD 83(1986)-  40 49 41.     (N)    115 46 53.     (W)     SCALED    
 LQ0443* NAVD 88     -      1547.833  (meters)    5078.18   (feet)  ADJUSTED  
 LQ0443  ___________________________________________________________________
 LQ0443  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 LQ0443  DYNAMIC HT  -        1546.543 (meters)    5073.95  (feet)  COMP
 LQ0443  MODELED GRAV-     979,737.0   (mgal)                       NAVD 88
 LQ0443
 LQ0443  VERT ORDER  -  FIRST     CLASS II
 LQ0443
 LQ0443.This mark is at Elko Mun-J C Harris Fld Airport (EKO)
 LQ0443
 LQ0443.The horizontal coordinates were scaled from a topographic map and have
 LQ0443.an estimated accuracy of +/- 6 seconds.
 LQ0443
 LQ0443.The orthometric height was determined by differential leveling
 LQ0443.and adjusted by the National Geodetic Survey in June 1991..
 LQ0443.WARNING-Repeat measurements at this control monument indicate possible
 LQ0443.vertical movement.
 LQ0443
 LQ0443.The geoid height was determined by GEOID03.
 LQ0443
 LQ0443.The dynamic height is computed by dividing the NAVD 88
 LQ0443.geopotential number by the normal gravity value computed on the
 LQ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0443.degrees latitude (g = 980.6199 gals.).
 LQ0443
 LQ0443.The modeled gravity was interpolated from observed gravity values.
 LQ0443
 LQ0443;                    North         East    Units  Estimated Accuracy
 LQ0443;SPC NV E     - 8,674,570.      183,300.      MT  (+/- 180 meters Scaled)
 LQ0443
 LQ0443                          SUPERSEDED SURVEY CONTROL
 LQ0443
 LQ0443  NGVD 29 (??/??/92) 1546.709  (m)         5074.49   (f) ADJ UNCH    1 2
 LQ0443
 LQ0443.Superseded values are not recommended for survey control.
 LQ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0443.See file dsdata.txt to determine how the superseded data were derived.
 LQ0443
 LQ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF027203(NAD 83)
 LQ0443_MARKER: N = NAIL
 LQ0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LQ0443_SP_SET: WALL
 LQ0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0443
 LQ0443  HISTORY     - Date     Condition        Report By
 LQ0443  HISTORY     - UNK      MONUMENTED       USWB
 LQ0443  HISTORY     - 1953     GOOD             NGS
 LQ0443  HISTORY     - 1984     MARK NOT FOUND   NGS
 LQ0443
 LQ0443                          STATION DESCRIPTION
 LQ0443
 LQ0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0443'IN ELKO AIRPORT.
 LQ0443'AT ELKO AIRPORT, AT THE CAA COMMUNICATIONS AND WEATHER BUREAU
 LQ0443'BUILDING, IN THE SOUTHEAST BRICK WALL, DIRECTLY UNDER THE NORTHEAST
 LQ0443'EDGE OF THE FIRST WINDOW NORTHEAST OF THE ENTRANCE, 14 1/2 FEET
 LQ0443'NORTHEAST OF THE CENTER OF THE MAIN ENTRANCE, AND ABOUT 2 FEET ABOVE
 LQ0443'THE GROUND.
 LQ0443
 LQ0443                          STATION RECOVERY (1984)
 LQ0443
 LQ0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0443'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1499 ***********************************************************************
 KR1499  DESIGNATION -  BM
 KR1499  PID         -  KR1499
 KR1499  STATE/COUNTY-  NV/MINERAL
 KR1499  USGS QUAD   -  BROKEN HILLS (1980)
 KR1499
 KR1499                         *CURRENT SURVEY CONTROL
 KR1499  ___________________________________________________________________
 KR1499* NAD 83(1994)-  39 02 09.39734(N)    118 02 07.85201(W)     ADJUSTED  
 KR1499* NAVD 88     -      1577.     (meters)    5174.     (feet)  SCALED    
 KR1499  ___________________________________________________________________
 KR1499  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 KR1499  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 KR1499
 KR1499  HORZ ORDER  -  SECOND
 KR1499
 KR1499.The horizontal coordinates were established by classical geodetic methods
 KR1499.and adjusted by the National Geodetic Survey in June 1998..
 KR1499
 KR1499.The orthometric height was scaled from a topographic map.
 KR1499
 KR1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1499
 KR1499.The geoid height was determined by GEOID03.
 KR1499
 KR1499;                    North         East     Units Scale Factor Converg.
 KR1499;SPC NV W     - 4,475,731.211   847,426.969   MT  0.99992769   +0 20 42.1
 KR1499;SPC NV W     -14,684,128.15  2,780,266.65   sFT  0.99992769   +0 20 42.1
 KR1499;UTM  11      - 4,321,275.407   410,377.353   MT  0.99969890   -0 39 08.0
 KR1499
 KR1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1499!SPC NV W     -   0.99975636  x   0.99992769  =   0.99968407
 KR1499!UTM  11      -   0.99975636  x   0.99969890  =   0.99945534
 KR1499
 KR1499                          SUPERSEDED SURVEY CONTROL
 KR1499
 KR1499  NAD 83(1986)-  39 02 09.40849(N)    118 02 07.84065(W) AD(       ) 2
 KR1499  NAD 27      -  39 02 09.68000(N)    118 02 04.39600(W) AD(       ) 2
 KR1499
 KR1499.Superseded values are not recommended for survey control.
 KR1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1499.See file dsdata.txt to determine how the superseded data were derived.
 KR1499
 KR1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD1037721275(NAD 83)
 KR1499_MARKER: N = NAIL
 KR1499_SETTING: 0 = UNSPECIFIED SETTING
 KR1499
 KR1499  HISTORY     - Date     Condition        Report By
 KR1499  HISTORY     - 1954     MONUMENTED       USGS
 KR1499
 KR1499                          STATION DESCRIPTION
 KR1499
 KR1499'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KR1499'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 KR1499'23, GO SOUTH ON STATE HIGHWAY 23 FOR 18 MILES TO THE MINERAL
 KR1499'AND NYE COUNTY LINE.  FROM THE COUNTY LINE SIGN POST, TURN
 KR1499'RIGHT, WEST-SOUTHWEST, CROSS-COUNTRY, UP A DRAW FOR 0.35 MILE
 KR1499'TO A LOW KNOLL.  A 4-WHEEL DRIVE
 KR1499'VEHICLE IS REQUIRED TO DRIVE TO THE STATION.
 KR1499'
 KR1499'STATION A U.S. GEOLOGICAL SURVEY BENCH MARK.  THIS
 KR1499'MARK IS A 4 IN X 4 IN POST 0.80 METER HIGH.  A COPPER NAIL,
 KR1499'DRIVEN THROUGH A WASHER IN THE TOP OF THE POST IS STAMPED USGS B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1606 ***********************************************************************
 KR1606  DESIGNATION -  BM
 KR1606  PID         -  KR1606
 KR1606  STATE/COUNTY-  NV/CHURCHILL
 KR1606  USGS QUAD   -  LAHONTAN DAM (1985)
 KR1606
 KR1606                         *CURRENT SURVEY CONTROL
 KR1606  ___________________________________________________________________
 KR1606* NAD 83(1994)-  39 24 27.64713(N)    119 00 54.30516(W)     ADJUSTED  
 KR1606* NAVD 88     -      1638.     (meters)    5374.     (feet)  SCALED    
 KR1606  ___________________________________________________________________
 KR1606  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 KR1606  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 KR1606
 KR1606  HORZ ORDER  -  SECOND
 KR1606
 KR1606.The horizontal coordinates were established by classical geodetic methods
 KR1606.and adjusted by the National Geodetic Survey in June 1998..
 KR1606
 KR1606.The orthometric height was scaled from a topographic map.
 KR1606
 KR1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1606
 KR1606.The geoid height was determined by GEOID03.
 KR1606
 KR1606;                    North         East     Units Scale Factor Converg.
 KR1606;SPC NV W     - 4,516,943.252   762,818.152   MT  0.99991702   -0 16 26.7
 KR1606;SPC NV W     -14,819,337.99  2,502,679.22   sFT  0.99991702   -0 16 26.7
 KR1606;UTM  11      - 4,363,956.042   326,509.002   MT  0.99997060   -1 16 46.4
 KR1606
 KR1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1606!SPC NV W     -   0.99974691  x   0.99991702  =   0.99966395
 KR1606!UTM  11      -   0.99974691  x   0.99997060  =   0.99971752
 KR1606
 KR1606                          SUPERSEDED SURVEY CONTROL
 KR1606
 KR1606  NAD 83(1992)-  39 24 27.65438(N)    119 00 54.29215(W) AD(       ) 2
 KR1606  NAD 83(1986)-  39 24 27.65735(N)    119 00 54.29178(W) AD(       ) 2
 KR1606  NAD 27      -  39 24 27.95500(N)    119 00 50.71900(W) AD(       ) 2
 KR1606
 KR1606.Superseded values are not recommended for survey control.
 KR1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1606.See file dsdata.txt to determine how the superseded data were derived.
 KR1606
 KR1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD2650963956(NAD 83)
 KR1606
 KR1606  HISTORY     - Date     Condition        Report By
 KR1606  HISTORY     - 1951     MONUMENTED       CGS
 KR1606
 KR1606                          STATION DESCRIPTION
 KR1606
 KR1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1606'LOCATED ABOUT 14 MILES SOUTHWEST OF FALLON AND ABOUT 5 MILES
 KR1606'SOUTHEAST OF LAHONTAN DAM.  IT IS ON THE HIGHEST POINT OF THE NORTH
 KR1606'END OF THE MOUNTAIN.
 KR1606'
 KR1606'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 KR1606'LAHONTAN, THE DISTANCE BEING 16.99 FEET, 5.179 METERS SOUTHEAST
 KR1606'FROM STATION LAHONTAN.  THE MARK IS A COPPER NAIL AND
 KR1606'WASHER ESTABLISHED BY THE U.S. GEOLOGICAL SURVEY.  THE LETTERS
 KR1606'U.S.B.M. ARE STAMPED ON THE WASHER.  IT IS SET IN THE TOP OF A
 KR1606'BOULDER THAT PROJECTS ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1923 ***********************************************************************
 KR1923  DESIGNATION -  BM 15 GWM
 KR1923  PID         -  KR1923
 KR1923  STATE/COUNTY-  NV/CHURCHILL
 KR1923  USGS QUAD   -  INDIAN LAKES (1985)
 KR1923
 KR1923                         *CURRENT SURVEY CONTROL
 KR1923  ___________________________________________________________________
 KR1923* NAD 83(1994)-  39 35 39.90109(N)    118 39 55.32835(W)     ADJUSTED  
 KR1923* NAVD 88     -      1193.60   (meters)    3916.0    (feet)  LEVELING  
 KR1923  ___________________________________________________________________
 KR1923  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 KR1923  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 KR1923
 KR1923  HORZ ORDER  -  THIRD
 KR1923  VERT ORDER  -  THIRD ?
 KR1923
 KR1923.The horizontal coordinates were established by classical geodetic methods
 KR1923.and adjusted by the National Geodetic Survey in June 1998..
 KR1923
 KR1923.The orthometric height was determined by differential leveling.
 KR1923.The vertical network tie was performed by a horz. field party for horz.
 KR1923.obs reductions. Reset procedures were used to establish the elevation.
 KR1923
 KR1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1923
 KR1923.The geoid height was determined by GEOID03.
 KR1923
 KR1923;                    North         East     Units Scale Factor Converg.
 KR1923;SPC NV W     - 4,537,587.968   792,954.094   MT  0.99990061   -0 03 08.2
 KR1923;SPC NV W     -14,887,069.86  2,601,550.22   sFT  0.99990061   -0 03 08.2
 KR1923;UTM  11      - 4,384,067.781   357,003.319   MT  0.99985175   -1 03 41.8
 KR1923
 KR1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1923!SPC NV W     -   0.99981659  x   0.99990061  =   0.99971722
 KR1923!UTM  11      -   0.99981659  x   0.99985175  =   0.99966837
 KR1923
 KR1923:                Primary Azimuth Mark                     Grid Az
 KR1923:SPC NV W     -  INDIAN                                   084 43 15.7
 KR1923:UTM  11      -  INDIAN                                   085 43 49.3
 KR1923
 KR1923|---------------------------------------------------------------------|
 KR1923| PID    Reference Object                     Distance      Geod. Az  |
 KR1923|                                                           dddmmss.s |
 KR1923| KR1924 INDIAN                              APPROX. 3.7 KM 0844007.5 |
 KR1923|---------------------------------------------------------------------|
 KR1923
 KR1923                          SUPERSEDED SURVEY CONTROL
 KR1923
 KR1923  NAD 83(1986)-  39 35 39.90759(N)    118 39 55.32453(W) AD(       ) 3
 KR1923
 KR1923.Superseded values are not recommended for survey control.
 KR1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1923.See file dsdata.txt to determine how the superseded data were derived.
 KR1923
 KR1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD5700384068(NAD 83)
 KR1923_MARKER: DD = SURVEY DISK
 KR1923_SETTING: 0 = UNSPECIFIED SETTING
 KR1923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1923+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 KR1923
 KR1923  HISTORY     - Date     Condition        Report By
 KR1923  HISTORY     - 1950     MONUMENTED       USGS
 KR1923  HISTORY     - 20060407 GOOD             GEOCAC
 KR1923
 KR1923                          STATION DESCRIPTION
 KR1923
 KR1923'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KR1923'DESCRIBED IN LEVEL LINE BY USGS, 1950 (PV 104) AS FOLLOWS--
 KR1923'
 KR1923'--FALLON, 12 MI. NW. OF, 7.1 MI. N. AND 7.67 MI. W. OF STILLWATER,
 KR1923'32 FT. E. OF T-RD. W., 95 FT. NE. OF T-RD. NE., 54 FT. W. OF
 KR1923'COTTONWOOD LAKE ROAD, ON CONCRETE POST, STANDARD TABLET--STAMPED
 KR1923'15 GUM 1950 3912--.
 KR1923
 KR1923                          STATION RECOVERY (2006)
 KR1923
 KR1923'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR1923'TO REACH FROM THE JUNCTION OF HIGHWAYS 50 AND 95N, GO EAST ON HIGHWAY
 KR1923'50 1.77KM (1.1MI) TO CEMETARY ROAD ON THE LEFT.  TURN LEFT, NORTH,
 KR1923'0.65KM (0.4MI) TO FORK.  TAKE RIGHT FORK, INDIAN LAKES ROAD, 10.3KM
 KR1923'(6.4MI) TO PAVEMENT END AND FORK ROAD.  TAKE RIGHT FORK 6.11KM (3.8MI)
 KR1923'TO FORK ROAD AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0694 ***********************************************************************
 LS0694  DESIGNATION -  BM 15 JRH
 LS0694  PID         -  LS0694
 LS0694  STATE/COUNTY-  NV/PERSHING
 LS0694  USGS QUAD   -  UNIONVILLE (1987)
 LS0694
 LS0694                         *CURRENT SURVEY CONTROL
 LS0694  ___________________________________________________________________
 LS0694* NAD 83(1994)-  40 27 42.86109(N)    118 05 11.49068(W)     ADJUSTED  
 LS0694* NAVD 88     -      1385.94   (+/-2cm)    4547.0    (feet)  VERTCON   
 LS0694  ___________________________________________________________________
 LS0694  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 LS0694  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 LS0694
 LS0694  HORZ ORDER  -  THIRD
 LS0694  VERT ORDER  -  THIRD ? (See Below)
 LS0694
 LS0694.The horizontal coordinates were established by classical geodetic methods
 LS0694.and adjusted by the National Geodetic Survey in June 1998..
 LS0694
 LS0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0694.The vertical order pertains to the NGVD 29 superseded value.
 LS0694
 LS0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0694
 LS0694.The geoid height was determined by GEOID03.
 LS0694
 LS0694;                    North         East     Units Scale Factor Converg.
 LS0694;SPC NV W     - 4,634,015.445   842,132.998   MT  0.99992184   +0 19 20.7
 LS0694;SPC NV W     -15,203,432.34  2,762,898.01   sFT  0.99992184   +0 19 20.7
 LS0694;UTM  11      - 4,479,593.152   407,881.591   MT  0.99970445   -0 42 18.5
 LS0694
 LS0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0694!SPC NV W     -   0.99978602  x   0.99992184  =   0.99970787
 LS0694!UTM  11      -   0.99978602  x   0.99970445  =   0.99949053
 LS0694
 LS0694                          SUPERSEDED SURVEY CONTROL
 LS0694
 LS0694  NAD 83(1986)-  40 27 42.86570(N)    118 05 11.48264(W) AD(       ) 3
 LS0694  NGVD 29 (07/11/94) 1384.94   (m)         4543.8    (f) LEVELING    3  
 LS0694
 LS0694.Superseded values are not recommended for survey control.
 LS0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0694.See file dsdata.txt to determine how the superseded data were derived.
 LS0694
 LS0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME0788279593(NAD 83)
 LS0694_MARKER: DB = BENCH MARK DISK
 LS0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0694
 LS0694  HISTORY     - Date     Condition        Report By
 LS0694  HISTORY     - 1953     MONUMENTED       USGS
 LS0694
 LS0694                          STATION DESCRIPTION
 LS0694
 LS0694'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LS0694'DESCRIBED IN LEVEL LINE BY USGS, 1953 (PV 188) AS FOLLOWS.
 LS0694'
 LS0694'--UNIONVILLE, 1.9 MI. NE. OF ALONG STATE ROUTE 50, AT BEND IN RD.,
 LS0694'105 FT. N. OF RD. FORKS, 90 FT. W. OF CENTER OF MAIN RD., IN CONCRETE
 LS0694'POST, STANDARD TABLET STAMPED----15 JRH 4344 1953---.
 LS0694'(ERRONEOUSLY STAMPED)
 LS0694'
 LS0694'LOCATED ABOUT 13.5 MI. SE. OF HUMBOLDT AND 1.9 MI. NE. OF UNIONVILLE,
 LS0694'105 FT. N. OF RD. FORK AT BEND OF RD. AND RD. FORK.
 LS0694'
 LS0694'TO REACH FROM THE STAR PEAK SERVICE STATION AT MILL CITY, GO S. ON
 LS0694'U.S. HIGHWAY 40 0.1 MI., TURN LEFT ON PAVED RD. AND GO 14 MI., TAKE
 LS0694'RIGHT FORK (GRAVEL RD.) AND GO 2 MI. TO BEND AND STATION ON RIGHT.
 LS0694'
 LS0694'STATION MARK--STANDARD BM TABLET STAMPED----15 JRH 4344 1953---
 LS0694'CEMENTED IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9101 ***********************************************************************
 AH9101  DESIGNATION -  BM 25 RBR
 AH9101  PID         -  AH9101
 AH9101  STATE/COUNTY-  NV/CHURCHILL
 AH9101  USGS QUAD   -  NEW PASS (1990)
 AH9101
 AH9101                         *CURRENT SURVEY CONTROL
 AH9101  ___________________________________________________________________
 AH9101* NAD 83(1994)-  39 35 10.56606(N)    117 34 49.92284(W)     ADJUSTED  
 AH9101* NAVD 88     -      1640.08   (+/-2cm)    5380.8    (feet)  VERTCON   
 AH9101  ___________________________________________________________________
 AH9101  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 AH9101  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 AH9101
 AH9101  HORZ ORDER  -  THIRD
 AH9101  VERT ORDER  -  THIRD ? (See Below)
 AH9101
 AH9101.The horizontal coordinates were established by classical geodetic methods
 AH9101.and adjusted by the National Geodetic Survey in February 1999..
 AH9101
 AH9101.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9101.The vertical order pertains to the NGVD 29 superseded value.
 AH9101
 AH9101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9101
 AH9101.The geoid height was determined by GEOID03.
 AH9101
 AH9101;                    North         East     Units Scale Factor Converg.
 AH9101;SPC NV W     - 4,537,160.516   886,139.684   MT  0.99999133   +0 38 20.6
 AH9101;SPC NV W     -14,885,667.46  2,907,276.61   sFT  0.99999133   +0 38 20.6
 AH9101;UTM  11      - 4,381,999.637   450,147.847   MT  0.99963060   -0 22 11.8
 AH9101
 AH9101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9101!SPC NV W     -   0.99974627  x   0.99999133  =   0.99973760
 AH9101!UTM  11      -   0.99974627  x   0.99963060  =   0.99937696
 AH9101
 AH9101                          SUPERSEDED SURVEY CONTROL
 AH9101
 AH9101  NGVD 29 (02/26/99) 1638.90   (m)         5377.0    (f) LEVELING    3  
 AH9101
 AH9101.Superseded values are not recommended for survey control.
 AH9101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9101.See file dsdata.txt to determine how the superseded data were derived.
 AH9101
 AH9101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD5014882000(NAD 83)
 AH9101_MARKER: DB = BENCH MARK DISK
 AH9101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH9101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9101+STABILITY: SURFACE MOTION
 AH9101
 AH9101  HISTORY     - Date     Condition        Report By
 AH9101  HISTORY     - 1964     MONUMENTED       USGS
 AH9101
 AH9101                          STATION DESCRIPTION
 AH9101
 AH9101'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH9101'DESCRIBED IN LEVEL LINE BY USGS, 1964, BOOK PV 580 AS FOLLOWS-- --MARY
 AH9101'HUDSON RANCH, 10.7 MI. N. OF ALONG RD. N. TO MC COY MINE, AT
 AH9101'Y-JUNCTION E. TO NEW PASS, 133 FT. NE. OF JUNCTION, ABOUT 300 FT. NW.
 AH9101'OF FENCELINE, 49 FT. E. OF CENTERLINE OF RD. N., 45 FT. NW. OF RD. TO
 AH9101'NEW PASS, 3 FT. N. OF A WITNESS POST SIGN, IN CONCRETE POST, STANDARD
 AH9101'TABLET STAMPED---25 RBR 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9212 ***********************************************************************
 DE9212  DESIGNATION -  BM 25 SEC
 DE9212  PID         -  DE9212
 DE9212  STATE/COUNTY-  NV/LINCOLN
 DE9212  USGS QUAD   -  THE BLUFFS (1980)
 DE9212
 DE9212                         *CURRENT SURVEY CONTROL
 DE9212  ___________________________________________________________________
 DE9212* NAD 83(1994)-  37 52 11.22956(N)    114 38 36.16322(W)     ADJUSTED  
 DE9212* NAVD 88     -      1712.45   (+/-2cm)    5618.3    (feet)  VERTCON   
 DE9212  ___________________________________________________________________
 DE9212  LAPLACE CORR-           9.62  (seconds)                    DEFLEC99
 DE9212  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 DE9212
 DE9212  HORZ ORDER  -  THIRD
 DE9212  VERT ORDER  -  THIRD ? (See Below)
 DE9212
 DE9212.The horizontal coordinates were established by classical geodetic methods
 DE9212.and adjusted by the National Geodetic Survey in January 2003..
 DE9212
 DE9212.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE9212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE9212.The vertical order pertains to the NGVD 29 superseded value.
 DE9212
 DE9212.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9212
 DE9212.The geoid height was determined by GEOID03.
 DE9212
 DE9212;                    North         East     Units Scale Factor Converg.
 DE9212;SPC NV E     - 8,346,568.364   282,696.950   MT  0.99998420   +0 34 37.4
 DE9212;SPC NV E     -27,383,699.71    927,481.58   sFT  0.99998420   +0 34 37.4
 DE9212;UTM  11      - 4,193,985.361   707,284.907   MT  1.00012924   +1 26 49.8
 DE9212
 DE9212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9212!SPC NV E     -   0.99973503  x   0.99998420  =   0.99971923
 DE9212!UTM  11      -   0.99973503  x   1.00012924  =   0.99986424
 DE9212
 DE9212                          SUPERSEDED SURVEY CONTROL
 DE9212
 DE9212  NGVD 29 (01/13/03) 1711.36   (m)         5614.7    (f) LEVELING    3  
 DE9212
 DE9212.Superseded values are not recommended for survey control.
 DE9212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9212.See file dsdata.txt to determine how the superseded data were derived.
 DE9212
 DE9212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB0728593985(NAD 83)
 DE9212_MARKER: DS = TRIANGULATION STATION DISK
 DE9212_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DE9212_STAMPING: BM 25 1915
 DE9212_MARK LOGO: USGS  
 DE9212_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9212+STABILITY: SURFACE MOTION
 DE9212
 DE9212  HISTORY     - Date     Condition        Report By
 DE9212  HISTORY     - 1915     MONUMENTED       USGS
 DE9212  HISTORY     - 1952     GOOD             USGS
 DE9212
 DE9212                          STATION DESCRIPTION
 DE9212
 DE9212'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 DE9212'LOCATED ABOUT 2.0 MI SW OF COMET MINE, 2.0 MI W OF PAN AMERICAN MINE,
 DE9212'IN FORKS OF RD.  TO REACH FROM PAN AMERICAN MINE OFFICE, DRIVE S 1.8
 DE9212'MI, TAKE RIGHT FORK AND GO 0.2 MI, TURN RIGHT 2.2 MI, TAKE RIGHT FORK
 DE9212'0.5 MI, TAKE RIGHT FORK 1.4 MI TO STATION.  STATION MARK--STANDARD
 DE9212'TABLET STAMPED--BM 25 1915--CEMENTED IN LARGE BOULDER  1 FT ABOVE
 DE9212'GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8154 ***********************************************************************
 AH8154  DESIGNATION -  BM 28 RBR
 AH8154  PID         -  AH8154
 AH8154  STATE/COUNTY-  NV/MINERAL
 AH8154  USGS QUAD   -  TEELS MARSH (1967)
 AH8154
 AH8154                         *CURRENT SURVEY CONTROL
 AH8154  ___________________________________________________________________
 AH8154* NAD 83(1994)-  38 14 19.04968(N)    118 20 07.89014(W)     ADJUSTED  
 AH8154* NAVD 88     -      1501.71   (+/-2cm)    4926.9    (feet)  VERTCON   
 AH8154  ___________________________________________________________________
 AH8154  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AH8154  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AH8154
 AH8154  HORZ ORDER  -  THIRD
 AH8154  VERT ORDER  -  THIRD ? (See Below)
 AH8154
 AH8154.The horizontal coordinates were established by classical geodetic methods
 AH8154.and adjusted by the National Geodetic Survey in February 1999..
 AH8154
 AH8154.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8154.The vertical order pertains to the NGVD 29 superseded value.
 AH8154
 AH8154.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8154
 AH8154.The geoid height was determined by GEOID03.
 AH8154
 AH8154;                    North         East     Units Scale Factor Converg.
 AH8154;SPC NV W     - 4,387,117.076   821,692.742   MT  0.99990579   +0 09 12.2
 AH8154;SPC NV W     -14,393,399.94  2,695,836.94   sFT  0.99990579   +0 09 12.2
 AH8154;UTM  11      - 4,233,134.668   383,122.935   MT  0.99976823   -0 49 36.1
 AH8154
 AH8154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8154!SPC NV W     -   0.99976833  x   0.99990579  =   0.99967414
 AH8154!UTM  11      -   0.99976833  x   0.99976823  =   0.99953661
 AH8154
 AH8154                          SUPERSEDED SURVEY CONTROL
 AH8154
 AH8154  NGVD 29 (02/26/99) 1500.50   (m)         4922.9    (f) LEVELING    3  
 AH8154
 AH8154.Superseded values are not recommended for survey control.
 AH8154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8154.See file dsdata.txt to determine how the superseded data were derived.
 AH8154
 AH8154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC8312333135(NAD 83)
 AH8154_MARKER: DS = TRIANGULATION STATION DISK
 AH8154_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH8154_PROJECTION: FLUSH
 AH8154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8154+STABILITY: SURFACE MOTION
 AH8154
 AH8154  HISTORY     - Date     Condition        Report By
 AH8154  HISTORY     - 1966     MONUMENTED       USGS
 AH8154
 AH8154                          STATION DESCRIPTION
 AH8154
 AH8154'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH8154'DESCRIBED IN LEVEL LINE BY USGS, 1966, PV 680 AS FOLLOWS--
 AH8154'MINA, 8.5 MI. S. ALONG U.S. HIGHWAY 95 FROM POST OFFICE, THENCE 16 MI.
 AH8154'SW. FROM ON STATE HIGHWAY 10, THENCE 10.7 MI. N. ON BLADED RD., 93 FT.
 AH8154'NE. OF RD. CROSSING, 92 FT. N. AND 51 FT. E. OF CROSSROADS, 6 FT. SW.
 AH8154'OF WHITE WITNESS POST, ON COPPERWELD ROD, OR MINA, 8.5 MI. S. ALONG
 AH8154'U.S. HIGHWAY 95 FROM POST OFFICE, THENCE 5.3 MI. SW. FROM ON STATE
 AH8154'HIGHWAY 10 TO BELLEVILLE, THENCE 1.3 MI. W. ON OLD TRACK RD., THENCE
 AH8154'7.5 MI. W. ALONG MARIETTA RD., THENCE 0.4 MI. W. ALONG OLD BLADED RD.,
 AH8154'STANDARD TABLET STAMPED---28 RBR 1966 4923---.
 AH8154'LOCATED ABOUT 14 MI. (AIRLINE) SW. OF SODAVILLE, ABOUT 9 MI. W. OF
 AH8154'BELLEVILLE (RUINS) AND ABOUT 0.5 MI. SE. OF MARIETTA.
 AH8154'STATION MARK--STANDARD TABLET STAMPED---28 RBR 4923 1966--- SET ON TOP
 AH8154'OF COPPERWELD ROD WITH CONCRETE COLLAR AROUND IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9102 ***********************************************************************
 AH9102  DESIGNATION -  BM 34 RBR
 AH9102  PID         -  AH9102
 AH9102  STATE/COUNTY-  NV/CHURCHILL
 AH9102  USGS QUAD   -  NEW PASS WELL (1990)
 AH9102
 AH9102                         *CURRENT SURVEY CONTROL
 AH9102  ___________________________________________________________________
 AH9102* NAD 83(1994)-  39 42 51.65486(N)    117 32 55.00165(W)     ADJUSTED  
 AH9102* NAVD 88     -      1599.13   (+/-2cm)    5246.5    (feet)  VERTCON   
 AH9102  ___________________________________________________________________
 AH9102  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 AH9102  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 AH9102
 AH9102  HORZ ORDER  -  THIRD
 AH9102  VERT ORDER  -  THIRD ? (See Below)
 AH9102
 AH9102.The horizontal coordinates were established by classical geodetic methods
 AH9102.and adjusted by the National Geodetic Survey in February 1999..
 AH9102
 AH9102.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9102.The vertical order pertains to the NGVD 29 superseded value.
 AH9102
 AH9102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9102
 AH9102.The geoid height was determined by GEOID03.
 AH9102
 AH9102;                    North         East     Units Scale Factor Converg.
 AH9102;SPC NV W     - 4,551,411.084   888,717.984   MT  0.99999687   +0 39 40.3
 AH9102;SPC NV W     -14,932,421.20  2,915,735.59   sFT  0.99999687   +0 39 40.3
 AH9102;UTM  11      - 4,396,197.339   452,976.000   MT  0.99962722   -0 21 02.0
 AH9102
 AH9102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9102!SPC NV W     -   0.99975267  x   0.99999687  =   0.99974954
 AH9102!UTM  11      -   0.99975267  x   0.99962722  =   0.99937998
 AH9102
 AH9102                          SUPERSEDED SURVEY CONTROL
 AH9102
 AH9102  NGVD 29 (02/26/99) 1597.99   (m)         5242.7    (f) LEVELING    3  
 AH9102
 AH9102.Superseded values are not recommended for survey control.
 AH9102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9102.See file dsdata.txt to determine how the superseded data were derived.
 AH9102
 AH9102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD5297696197(NAD 83)
 AH9102_MARKER: DB = BENCH MARK DISK
 AH9102_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH9102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9102+STABILITY: SURFACE MOTION
 AH9102
 AH9102  HISTORY     - Date     Condition        Report By
 AH9102  HISTORY     - 1964     MONUMENTED       USGS
 AH9102
 AH9102                          STATION DESCRIPTION
 AH9102
 AH9102'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH9102'DESCRIBED IN LEVEL LINE BY USGS, 1964, BOOK PV 580 AS FOLLOWS-- --10.7
 AH9102'MI. N. OF ALONG RD. TO MC COY MINE TO JUNCTION OF NEW PASS RD., THENCE
 AH9102'9.3 MI. N. FROM MARY HUDSON RANCH, 13.6 MI. S. ALONG WINDING GRADED
 AH9102'RD. OF MC COY MINE, 1.1 MI. S. OF JUNCTION OF RD. NE. TO MC COY MINE,
 AH9102'0.2 MI. N. OF CURVE IN RD., 49 FT. E. OF CENTERLINE OF RD., 5 FT. N.
 AH9102'OF WITNESS POST SIGN, IN CONCRETE POST, STANDARD TABLET STAMPED---34
 AH9102'RBR 1964---. STATION MARK--STANDARD USGS BENCH MARK TABLET
 AH9102'STAMPED---34 RBR 1964--- IN CONCRETE POST PROJECTING 0.4 FT. ABOVE
 AH9102'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0553 ***********************************************************************
 KQ0553  DESIGNATION -  BM 36 JRH
 KQ0553  PID         -  KQ0553
 KQ0553  STATE/COUNTY-  NV/EUREKA
 KQ0553  USGS QUAD   -  WEST OF BELLEVUE PEAK (1990)
 KQ0553
 KQ0553                         *CURRENT SURVEY CONTROL
 KQ0553  ___________________________________________________________________
 KQ0553* NAD 83(1994)-  39 18 42.43116(N)    116 13 22.68515(W)     ADJUSTED  
 KQ0553* NAVD 88     -      1955.47   (+/-2cm)    6415.6    (feet)  VERTCON   
 KQ0553  ___________________________________________________________________
 KQ0553  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 KQ0553  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 KQ0553
 KQ0553  HORZ ORDER  -  THIRD
 KQ0553  VERT ORDER  -  THIRD ? (See Below)
 KQ0553
 KQ0553.The horizontal coordinates were established by classical geodetic methods
 KQ0553.and adjusted by the National Geodetic Survey in June 1998..
 KQ0553
 KQ0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0553.The vertical order pertains to the NGVD 29 superseded value.
 KQ0553
 KQ0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0553
 KQ0553.The geoid height was determined by GEOID03.
 KQ0553
 KQ0553;                    North         East     Units Scale Factor Converg.
 KQ0553;SPC NV E     - 8,506,404.147   144,840.027   MT  0.99993745   -0 24 18.9
 KQ0553;SPC NV E     -27,908,094.27    475,195.99   sFT  0.99993745   -0 24 18.9
 KQ0553;UTM  11      - 4,351,664.577   566,988.672   MT  0.99965525   +0 29 32.3
 KQ0553
 KQ0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0553!SPC NV E     -   0.99969664  x   0.99993745  =   0.99963411
 KQ0553!UTM  11      -   0.99969664  x   0.99965525  =   0.99935200
 KQ0553
 KQ0553                          SUPERSEDED SURVEY CONTROL
 KQ0553
 KQ0553  NAD 83(1986)-  39 18 42.43006(N)    116 13 22.68747(W) AD(       ) 3
 KQ0553  NGVD 29 (04/13/94) 1954.16   (m)         6411.3    (f) LEVELING    3  
 KQ0553
 KQ0553.Superseded values are not recommended for survey control.
 KQ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0553.See file dsdata.txt to determine how the superseded data were derived.
 KQ0553
 KQ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND6698951665(NAD 83)
 KQ0553_MARKER: DD = SURVEY DISK
 KQ0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0553
 KQ0553  HISTORY     - Date     Condition        Report By
 KQ0553  HISTORY     - 1954     MONUMENTED       USGS
 KQ0553
 KQ0553                          STATION DESCRIPTION
 KQ0553
 KQ0553'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KQ0553'DESCRIBED IN 1954 LEVEL LINE BY USGS (PV 240A) AS FOLLOWS.
 KQ0553'
 KQ0553'AT 3C RANCH, 223 FT. E. OF RANCH HOUSE, 83 FT. N. OF CENTER OF RD.,
 KQ0553'IN CONCRETE POST 3 IN. ABOVE GROUND, STANDARD TABLET--STAMPED
 KQ0553'36 JRH 6411 1954---.
 KQ0553'
 KQ0553'NOTE BY USGS, 1955  LOCATED ABOUT 20.0 MI. SW. OF EUREKA AND 5.0 MI.
 KQ0553'S. OF FISH CREEK WELL, ON E. SIDE OF ANTELOPE VALLEY AT 3C RANCH.
 KQ0553'
 KQ0553'TO REACH FROM EUREKA POST OFFICE, DRIVE W. ALONG U.S. HIGHWAY 50 FOR
 KQ0553'16.0 MI. TO T-RD. S., TURN LEFT (S.) 10.6 MI. TO Y-FORK AND SIGN
 KQ0553'DEEP WELL BARTHOLOMAE, TAKE RIGHT FORK 1.6 MI. TO PUMP HOUSE AND
 KQ0553'WATERING TROUGHS, KNOWN AS FISH CREEK WELL, CONTINUE S. ALONG MAIN
 KQ0553'TRAVELED RD. 6.4 MI. TO 3C RANCH.  STATION LIES 223 FT. E. OF
 KQ0553'RANCH HOUSE.
 KQ0553'
 KQ0553'STATION MARK STANDARD TABLET--STAMPED 36 JRH 6411 1954--SET IN
 KQ0553'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1025 ***********************************************************************
 AI1025  DESIGNATION -  BM 4 JRH
 AI1025  PID         -  AI1025
 AI1025  STATE/COUNTY-  NV/NYE
 AI1025  USGS QUAD   -  MIDAS SPRING (1988)
 AI1025
 AI1025                         *CURRENT SURVEY CONTROL
 AI1025  ___________________________________________________________________
 AI1025* NAD 83(1994)-  39 04 43.17186(N)    117 44 57.83271(W)     ADJUSTED  
 AI1025* NAVD 88     -      1954.02   (+/-2cm)    6410.8    (feet)  VERTCON   
 AI1025  ___________________________________________________________________
 AI1025  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 AI1025  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AI1025
 AI1025  HORZ ORDER  -  THIRD
 AI1025  VERT ORDER  -  THIRD ? (See Below)
 AI1025
 AI1025.The horizontal coordinates were established by classical geodetic methods
 AI1025.and adjusted by the National Geodetic Survey in March 1999..
 AI1025
 AI1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1025.The vertical order pertains to the NGVD 29 superseded value.
 AI1025
 AI1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1025
 AI1025.The geoid height was determined by GEOID03.
 AI1025
 AI1025;                    North         East     Units Scale Factor Converg.
 AI1025;SPC NV C     - 6,480,888.053   406,319.029   MT  1.00000803   -0 40 57.3
 AI1025;SPC NV C     -21,262,713.55  1,333,065.01   sFT  1.00000803   -0 40 57.3
 AI1025;UTM  11      - 4,325,772.733   435,179.842   MT  0.99965173   -0 28 20.7
 AI1025
 AI1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1025!SPC NV C     -   0.99969715  x   1.00000803  =   0.99970517
 AI1025!UTM  11      -   0.99969715  x   0.99965173  =   0.99934898
 AI1025
 AI1025                          SUPERSEDED SURVEY CONTROL
 AI1025
 AI1025  NGVD 29 (03/11/99) 1952.74   (m)         6406.6    (f) LEVELING    3  
 AI1025
 AI1025.Superseded values are not recommended for survey control.
 AI1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1025.See file dsdata.txt to determine how the superseded data were derived.
 AI1025
 AI1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD3518025773(NAD 83)
 AI1025_MARKER: DS = TRIANGULATION STATION DISK
 AI1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1025+STABILITY: SURFACE MOTION
 AI1025
 AI1025  HISTORY     - Date     Condition        Report By
 AI1025  HISTORY     - 1954     MONUMENTED       USGS
 AI1025
 AI1025                          STATION DESCRIPTION
 AI1025
 AI1025'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AI1025'IONE, 13.1 MI NW OF ALONG IONE VALLEY RD, AT DIM  CROSSROADS, 127 FT
 AI1025'SW OF     SMALL GRAVEL PIT, 92 FT SW OF CROSSROADS. TO REACH FROM
 AI1025'IONE, FOLLOW EASTGATE-IONE RD FOR 13.1 MI TO DIM CROSS- ROAD AND
 AI1025'STATION. STATION MARK--STANDARD TABLET STAMPED---4 JRH 6407 1954---,
 AI1025'IN TOP OF CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8155 ***********************************************************************
 AH8155  DESIGNATION -  BM 43 RBR
 AH8155  PID         -  AH8155
 AH8155  STATE/COUNTY-  NV/MINERAL
 AH8155  USGS QUAD   -  CAMP DOUGLAS (1982)
 AH8155
 AH8155                         *CURRENT SURVEY CONTROL
 AH8155  ___________________________________________________________________
 AH8155* NAD 83(1994)-  38 21 43.41944(N)    118 14 22.95094(W)     ADJUSTED  
 AH8155* NAVD 88     -      1712.88   (+/-2cm)    5619.7    (feet)  VERTCON   
 AH8155  ___________________________________________________________________
 AH8155  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AH8155  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AH8155
 AH8155  HORZ ORDER  -  THIRD
 AH8155  VERT ORDER  -  THIRD ? (See Below)
 AH8155
 AH8155.The horizontal coordinates were established by classical geodetic methods
 AH8155.and adjusted by the National Geodetic Survey in February 1999..
 AH8155
 AH8155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8155.The vertical order pertains to the NGVD 29 superseded value.
 AH8155
 AH8155.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8155
 AH8155.The geoid height was determined by GEOID03.
 AH8155
 AH8155;                    North         East     Units Scale Factor Converg.
 AH8155;SPC NV W     - 4,400,844.226   830,029.455   MT  0.99991110   +0 12 47.8
 AH8155;SPC NV W     -14,438,436.43  2,723,188.30   sFT  0.99991110   +0 12 47.8
 AH8155;UTM  11      - 4,246,714.948   391,692.239   MT  0.99974446   -0 46 10.1
 AH8155
 AH8155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8155!SPC NV W     -   0.99973517  x   0.99991110  =   0.99964630
 AH8155!UTM  11      -   0.99973517  x   0.99974446  =   0.99947970
 AH8155
 AH8155                          SUPERSEDED SURVEY CONTROL
 AH8155
 AH8155  NGVD 29 (02/26/99) 1711.65   (m)         5615.6    (f) LEVELING    3  
 AH8155
 AH8155.Superseded values are not recommended for survey control.
 AH8155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8155.See file dsdata.txt to determine how the superseded data were derived.
 AH8155
 AH8155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC9169246715(NAD 83)
 AH8155_MARKER: DB = BENCH MARK DISK
 AH8155_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH8155_PROJECTION: FLUSH
 AH8155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8155+STABILITY: SURFACE MOTION
 AH8155
 AH8155  HISTORY     - Date     Condition        Report By
 AH8155  HISTORY     - 1966     MONUMENTED       USGS
 AH8155
 AH8155                          STATION DESCRIPTION
 AH8155
 AH8155'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH8155'DESCRIBED IN LEVEL LINE BY USGS, 1966, PV 680 AS FOLLOWS--
 AH8155'MINA, 8.8 MI. W. OF ALONG GARFIELD FLAT RD., AT THE JUNCTION OF TRACK
 AH8155'RD. S., 48 FT. SW. OF BLADED STRIP, 32 FT. NW. OF GARFIELD FLAT RD., 2
 AH8155'FT. SE. OF WITNESS POST, ON COPPERWELD ROD, STANDARD TABLET
 AH8155'STAMPED---43 RBR 1966 5616---.
 AH8155'STATION MARK--STANDARD USGS BENCH MARK TABLET STAMPED---43 RBR 1966
 AH8155'5616---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8156 ***********************************************************************
 AH8156  DESIGNATION -  BM 47 RBR
 AH8156  PID         -  AH8156
 AH8156  STATE/COUNTY-  NV/MINERAL
 AH8156  USGS QUAD   -  MOHO MOUNTAIN (1967)
 AH8156
 AH8156                         *CURRENT SURVEY CONTROL
 AH8156  ___________________________________________________________________
 AH8156* NAD 83(1994)-  38 21 33.73976(N)    118 18 22.14240(W)     ADJUSTED  
 AH8156* NAVD 88     -      1708.08   (+/-2cm)    5603.9    (feet)  VERTCON   
 AH8156  ___________________________________________________________________
 AH8156  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AH8156  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AH8156
 AH8156  HORZ ORDER  -  THIRD
 AH8156  VERT ORDER  -  THIRD ? (See Below)
 AH8156
 AH8156.The horizontal coordinates were established by classical geodetic methods
 AH8156.and adjusted by the National Geodetic Survey in February 1999..
 AH8156
 AH8156.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8156.The vertical order pertains to the NGVD 29 superseded value.
 AH8156
 AH8156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8156
 AH8156.The geoid height was determined by GEOID03.
 AH8156
 AH8156;                    North         East     Units Scale Factor Converg.
 AH8156;SPC NV W     - 4,400,526.266   824,223.949   MT  0.99990722   +0 10 19.3
 AH8156;SPC NV W     -14,437,393.26  2,704,141.41   sFT  0.99990722   +0 10 19.3
 AH8156;UTM  11      - 4,246,496.638   385,883.045   MT  0.99976038   -0 48 38.4
 AH8156
 AH8156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8156!SPC NV W     -   0.99973593  x   0.99990722  =   0.99964317
 AH8156!UTM  11      -   0.99973593  x   0.99976038  =   0.99949637
 AH8156
 AH8156                          SUPERSEDED SURVEY CONTROL
 AH8156
 AH8156  NGVD 29 (02/26/99) 1706.87   (m)         5600.0    (f) LEVELING    3  
 AH8156
 AH8156.Superseded values are not recommended for survey control.
 AH8156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8156.See file dsdata.txt to determine how the superseded data were derived.
 AH8156
 AH8156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC8588346497(NAD 83)
 AH8156_MARKER: DB = BENCH MARK DISK
 AH8156_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH8156_PROJECTION: FLUSH
 AH8156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8156+STABILITY: SURFACE MOTION
 AH8156
 AH8156  HISTORY     - Date     Condition        Report By
 AH8156  HISTORY     - 1966     MONUMENTED       USGS
 AH8156
 AH8156                          STATION DESCRIPTION
 AH8156
 AH8156'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH8156'DESCRIBED IN LEVEL LINE BY USGS IN 1966, PV 680 AS FOLLOWS--
 AH8156'MINA, 12.9 MI. SW. OF ALONG GARFIELD FLAT RD. FROM POST OFFICE, THENCE
 AH8156'1.2 MI. SW. ALONG BLADED RD., 66 FT. SW. OF T-RD. JUNCTION, 2 FT. NE.
 AH8156'OF A WITNESS POST ON COPPERWELD ROD, STANDARD TABLET STAMPED ---47 RBR
 AH8156'1966 5600---.
 AH8156'STATION MARK--STANDARD USGS BENCH MARK TABLET STAMPED---47 RBR
 AH8156'1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9052 ***********************************************************************
 AH9052  DESIGNATION -  BM 60 O
 AH9052  PID         -  AH9052
 AH9052  STATE/COUNTY-  NV/LANDER
 AH9052  USGS QUAD   -  HOT POT (1981)
 AH9052
 AH9052                         *CURRENT SURVEY CONTROL
 AH9052  ___________________________________________________________________
 AH9052* NAD 83(1994)-  40 54 45.18233(N)    117 00 21.27936(W)     ADJUSTED  
 AH9052* NAVD 88     -      1377.04   (+/-2cm)    4517.8    (feet)  VERTCON   
 AH9052  ___________________________________________________________________
 AH9052  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 AH9052  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 AH9052
 AH9052  HORZ ORDER  -  THIRD
 AH9052  VERT ORDER  -  THIRD ? (See Below)
 AH9052
 AH9052.The horizontal coordinates were established by classical geodetic methods
 AH9052.and adjusted by the National Geodetic Survey in February 1999..
 AH9052
 AH9052.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9052.The vertical order pertains to the NGVD 29 superseded value.
 AH9052
 AH9052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9052
 AH9052.The geoid height was determined by GEOID03.
 AH9052
 AH9052;                    North         East     Units Scale Factor Converg.
 AH9052;SPC NV C     - 6,683,990.449   471,422.764   MT  0.99991005   -0 13 19.8
 AH9052;SPC NV C     -21,929,058.66  1,546,659.52   sFT  0.99991005   -0 13 19.8
 AH9052;UTM  11      - 4,529,049.445   499,502.225   MT  0.99960000   -0 00 13.9
 AH9052
 AH9052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9052!SPC NV C     -   0.99978717  x   0.99991005  =   0.99969724
 AH9052!UTM  11      -   0.99978717  x   0.99960000  =   0.99938726
 AH9052
 AH9052                          SUPERSEDED SURVEY CONTROL
 AH9052
 AH9052  NGVD 29 (02/26/99) 1376.03   (m)         4514.5    (f) LEVELING    3  
 AH9052
 AH9052.Superseded values are not recommended for survey control.
 AH9052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9052.See file dsdata.txt to determine how the superseded data were derived.
 AH9052
 AH9052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF9950229049(NAD 83)
 AH9052_MARKER: DB = BENCH MARK DISK
 AH9052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9052+STABILITY: SURFACE MOTION
 AH9052
 AH9052  HISTORY     - Date     Condition        Report By
 AH9052  HISTORY     - 1964     MONUMENTED       USGS
 AH9052
 AH9052                          STATION DESCRIPTION
 AH9052
 AH9052'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH9052'DESCRIBED IN LEVEL LINE PV 532 IN 1963 AS FOLLOWS-- IZZENHOOD RANCH,
 AH9052'1.2 MI. W., THENCE 4.3 MI. SW. FROM, 48 FT. S. OF CENTERLINE OF RD.,
 AH9052'5.2 FT. N. OF STEEL WITNESS POST, IN CONCRETE POST, STANDARD TABLET
 AH9052'STAMPED---60 O 1963---. STATION MARK--STANDARD TABLET STAMPED---60 O
 AH9052'1963---, SET IN CONCRETE POST. RM--COPPER NAIL AND WASHER IN WOODEN
 AH9052'HUB.  (NOT MEASURED OR OBSERVED.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0868 ***********************************************************************
 MT0868  DESIGNATION -  BM 63
 MT0868  PID         -  MT0868
 MT0868  STATE/COUNTY-  NV/ELKO
 MT0868  USGS QUAD   -  CALIFORNIA MTN (1982)
 MT0868
 MT0868                         *CURRENT SURVEY CONTROL
 MT0868  ___________________________________________________________________
 MT0868* NAD 83(1994)-  41 27 07.62842(N)    115 54 44.87554(W)     ADJUSTED  
 MT0868* NAVD 88     -      1997.43   (+/-2cm)    6553.2    (feet)  VERTCON   
 MT0868  ___________________________________________________________________
 MT0868  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 MT0868  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 MT0868
 MT0868  HORZ ORDER  -  THIRD
 MT0868  VERT ORDER  -  THIRD ? (See Below)
 MT0868
 MT0868.The horizontal coordinates were established by classical geodetic methods
 MT0868.and adjusted by the National Geodetic Survey in June 1998..
 MT0868
 MT0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0868.The vertical order pertains to the NGVD 29 superseded value.
 MT0868
 MT0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0868
 MT0868.The geoid height was determined by GEOID03.
 MT0868
 MT0868;                    North         East     Units Scale Factor Converg.
 MT0868;SPC NV E     - 8,743,904.415   172,501.230   MT  0.99990930   -0 13 04.4
 MT0868;SPC NV E     -28,687,293.07    565,947.79   sFT  0.99990930   -0 13 04.4
 MT0868;UTM  11      - 4,589,519.267   590,836.158   MT  0.99970154   +0 43 12.0
 MT0868
 MT0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0868!SPC NV E     -   0.99968948  x   0.99990930  =   0.99959881
 MT0868!UTM  11      -   0.99968948  x   0.99970154  =   0.99939111
 MT0868
 MT0868                          SUPERSEDED SURVEY CONTROL
 MT0868
 MT0868  NAD 83(1986)-  41 27 07.62789(N)    115 54 44.86427(W) AD(       ) 3
 MT0868  NGVD 29 (11/02/93) 1996.15   (m)         6549.0    (f) LEVELING    3  
 MT0868
 MT0868.Superseded values are not recommended for survey control.
 MT0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0868.See file dsdata.txt to determine how the superseded data were derived.
 MT0868
 MT0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF9083689519(NAD 83)
 MT0868_MARKER: DB = BENCH MARK DISK
 MT0868_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MT0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0868
 MT0868  HISTORY     - Date     Condition        Report By
 MT0868  HISTORY     - 1970     MONUMENTED       USGS
 MT0868
 MT0868                          STATION DESCRIPTION
 MT0868
 MT0868'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 MT0868'DESCRIBED IN 1937 LEVEL LINE 3.  REVISED DESCRIPTION FOLLOWS.
 MT0868'
 MT0868'VEGA RANCH, 13.1 MI SW. OF, GREEN MEADOWS RANCH (FORMERLY CASA
 MT0868'GRANDE RANCH), 8.5 MI NW. OF.  75 FT NNW. OF RD. FORK NE., 38 FT
 MT0868'W. OF N.-S. RD.
 MT0868'
 MT0868'LOCATED ABOUT 47 MI N. OF ELKO, ABOUT 15 MI SSW. OF WILDHORSE
 MT0868'RESERVOIR, ABOUT 6 MI WSW. OF NORTH FORK.
 MT0868'
 MT0868'STATION REACHED BY HELICOPTER.
 MT0868'
 MT0868'STATION MARK--STANDARD BRASS BM TABLET
 MT0868'STAMPED---GWM 63 1937 6549---, ON TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9355 ***********************************************************************
 AH9355  DESIGNATION -  BM 63 H
 AH9355  PID         -  AH9355
 AH9355  STATE/COUNTY-  NV/ELKO
 AH9355  USGS QUAD   -  FROST CREEK (1985)
 AH9355
 AH9355                         *CURRENT SURVEY CONTROL
 AH9355  ___________________________________________________________________
 AH9355* NAD 83(1994)-  40 16 30.42095(N)    115 40 37.70232(W)     ADJUSTED  
 AH9355* NAVD 88     -      1789.37   (+/-2cm)    5870.6    (feet)  VERTCON   
 AH9355  ___________________________________________________________________
 AH9355  LAPLACE CORR-           6.77  (seconds)                    DEFLEC99
 AH9355  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 AH9355
 AH9355  HORZ ORDER  -  THIRD
 AH9355  VERT ORDER  -  THIRD ? (See Below)
 AH9355
 AH9355.The horizontal coordinates were established by classical geodetic methods
 AH9355.and adjusted by the National Geodetic Survey in March 1999..
 AH9355
 AH9355.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9355.The vertical order pertains to the NGVD 29 superseded value.
 AH9355
 AH9355.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9355
 AH9355.The geoid height was determined by GEOID03.
 AH9355
 AH9355;                    North         East     Units Scale Factor Converg.
 AH9355;SPC NV E     - 8,613,161.835   192,022.565   MT  0.99990078   -0 03 38.3
 AH9355;SPC NV E     -28,258,348.45    629,994.03   sFT  0.99990078   -0 03 38.3
 AH9355;UTM  11      - 4,459,132.629   612,466.159   MT  0.99975570   +0 51 19.0
 AH9355
 AH9355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9355!SPC NV E     -   0.99972242  x   0.99990078  =   0.99962322
 AH9355!UTM  11      -   0.99972242  x   0.99975570  =   0.99947818
 AH9355
 AH9355                          SUPERSEDED SURVEY CONTROL
 AH9355
 AH9355  NGVD 29 (03/11/99) 1788.20   (m)         5866.8    (f) LEVELING    3  
 AH9355
 AH9355.Superseded values are not recommended for survey control.
 AH9355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9355.See file dsdata.txt to determine how the superseded data were derived.
 AH9355
 AH9355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE1246659133(NAD 83)
 AH9355_MARKER: DB = BENCH MARK DISK
 AH9355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9355+STABILITY: SURFACE MOTION
 AH9355
 AH9355  HISTORY     - Date     Condition        Report By
 AH9355  HISTORY     - 1933     MONUMENTED       USGS
 AH9355
 AH9355                          STATION DESCRIPTION
 AH9355
 AH9355'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 AH9355'LOCATED 11.6 MI. S OF JIGGS ALONG THE JIGGS-EUREKA ROAD, ABOUT 1000 FT
 AH9355'S OF THE BROWN RANCH, NOW MITCHELL RANCH, 195 FT SE OF A RD FORK W, 22
 AH9355'FT E OF THE CENTERLINE OF THE MAIN RD AND 21 FT W OF A N-S FENCE LINE,
 AH9355'7.5 FT N OF TELEPHONE POLE. STATION MARK--STANDARD TABLET STAMPED---63
 AH9355'H 1933 5867---SET IN CON- CRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1026 ***********************************************************************
 AI1026  DESIGNATION -  BM 7 JRH
 AI1026  PID         -  AI1026
 AI1026  STATE/COUNTY-  NV/LANDER
 AI1026  USGS QUAD   -  CAMPBELL CREEK RANCH (1988)
 AI1026
 AI1026                         *CURRENT SURVEY CONTROL
 AI1026  ___________________________________________________________________
 AI1026* NAD 83(1994)-  39 08 19.37101(N)    117 42 07.89601(W)     ADJUSTED  
 AI1026* NAVD 88     -      1961.93   (+/-2cm)    6436.8    (feet)  VERTCON   
 AI1026  ___________________________________________________________________
 AI1026  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 AI1026  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AI1026
 AI1026  HORZ ORDER  -  THIRD
 AI1026  VERT ORDER  -  THIRD ? (See Below)
 AI1026
 AI1026.The horizontal coordinates were established by classical geodetic methods
 AI1026.and adjusted by the National Geodetic Survey in March 1999..
 AI1026
 AI1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1026.The vertical order pertains to the NGVD 29 superseded value.
 AI1026
 AI1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1026
 AI1026.The geoid height was determined by GEOID03.
 AI1026
 AI1026;                    North         East     Units Scale Factor Converg.
 AI1026;SPC NV C     - 6,487,507.206   410,479.415   MT  0.99999865   -0 39 13.2
 AI1026;SPC NV C     -21,284,429.89  1,346,714.55   sFT  0.99999865   -0 39 13.2
 AI1026;UTM  11      - 4,332,404.757   439,314.438   MT  0.99964534   -0 26 35.7
 AI1026
 AI1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1026!SPC NV C     -   0.99969587  x   0.99999865  =   0.99969452
 AI1026!UTM  11      -   0.99969587  x   0.99964534  =   0.99934132
 AI1026
 AI1026                          SUPERSEDED SURVEY CONTROL
 AI1026
 AI1026  NGVD 29 (03/11/99) 1960.66   (m)         6432.6    (f) LEVELING    3  
 AI1026
 AI1026.Superseded values are not recommended for survey control.
 AI1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1026.See file dsdata.txt to determine how the superseded data were derived.
 AI1026
 AI1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD3931432405(NAD 83)
 AI1026_MARKER: DS = TRIANGULATION STATION DISK
 AI1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1026+STABILITY: SURFACE MOTION
 AI1026
 AI1026  HISTORY     - Date     Condition        Report By
 AI1026  HISTORY     - 1954     MONUMENTED       USGS
 AI1026
 AI1026                          STATION DESCRIPTION
 AI1026
 AI1026'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AI1026'IONE, 15 MI NW OF ALONG IONE VALLEY RD, THENCE 4.4 MI NE ALONG RD TO
 AI1026'BROWN S STATION, 4.3 MI S OF CAMPBELL CREEK RANCH ALONG RD ACROSS S
 AI1026'END OF SMITH VALLEY, THENCE 4.5 MI SW ALONG RD SW FROM BROWN S STATION
 AI1026'NEAR SUMMIT OF LOW RIDGE BETWEEN IONE VALLEY AND SMITH VALLEY. TO
 AI1026'REACH STATION FROM COUNTY COURTHOUSE IN AUSTIN, DRIVE SW ON US HIGHWAY
 AI1026'50 FOR 3.2 MI TO BROWN S SERVICE STATION ON LEFT, TURN LEFT ONTO DIRT
 AI1026'RD ABOUT 200 FT W OF SERVICE STATION AND GO ABOUT 100 FT, TURN RIGHT
 AI1026'1.6 MI TO RD FK NEAR FENCE CORNER, TAKE RIGHT FORK 4.2 MI CONTINUE
 AI1026'STRAIGHT AT CROSSROAD 1.7 MI, CONTINUE STRAIGHT AT CROSSROAD 4.6 MI,
 AI1026'66 FT W OF RD TO STATION. STATION MARK--STANDARD TABLET STAMPED---7
 AI1026'JRH 6433 1954---IN TOP OF CONCRETE POST PROJECTING 10 INCHES ABOVE
 AI1026'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9053 ***********************************************************************
 AH9053  DESIGNATION -  BM 77 O
 AH9053  PID         -  AH9053
 AH9053  STATE/COUNTY-  NV/EUREKA
 AH9053  USGS QUAD   -  RODEO CREEK SW (1968)
 AH9053
 AH9053                         *CURRENT SURVEY CONTROL
 AH9053  ___________________________________________________________________
 AH9053* NAD 83(1994)-  40 51 31.57430(N)    116 29 57.39050(W)     ADJUSTED  
 AH9053* NAVD 88     -      1441.90   (+/-2cm)    4730.6    (feet)  VERTCON   
 AH9053  ___________________________________________________________________
 AH9053  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 AH9053  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 AH9053
 AH9053  HORZ ORDER  -  THIRD
 AH9053  VERT ORDER  -  THIRD ? (See Below)
 AH9053
 AH9053.The horizontal coordinates were established by classical geodetic methods
 AH9053.and adjusted by the National Geodetic Survey in February 1999..
 AH9053
 AH9053.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9053.The vertical order pertains to the NGVD 29 superseded value.
 AH9053
 AH9053.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9053
 AH9053.The geoid height was determined by GEOID03.
 AH9053
 AH9053;                    North         East     Units Scale Factor Converg.
 AH9053;SPC NV E     - 8,678,367.085   122,780.051   MT  0.99997337   -0 35 57.2
 AH9053;SPC NV E     -28,472,276.01    402,820.88   sFT  0.99997337   -0 35 57.2
 AH9053;UTM  11      - 4,523,200.095   542,201.566   MT  0.99962192   +0 19 39.3
 AH9053
 AH9053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9053!SPC NV E     -   0.99977691  x   0.99997337  =   0.99975029
 AH9053!UTM  11      -   0.99977691  x   0.99962192  =   0.99939892
 AH9053
 AH9053                          SUPERSEDED SURVEY CONTROL
 AH9053
 AH9053  NGVD 29 (02/26/99) 1440.86   (m)         4727.2    (f) LEVELING    3  
 AH9053
 AH9053.Superseded values are not recommended for survey control.
 AH9053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9053.See file dsdata.txt to determine how the superseded data were derived.
 AH9053
 AH9053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF4220223200(NAD 83)
 AH9053_MARKER: DB = BENCH MARK DISK
 AH9053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9053+STABILITY: SURFACE MOTION
 AH9053
 AH9053  HISTORY     - Date     Condition        Report By
 AH9053  HISTORY     - 1964     MONUMENTED       USGS
 AH9053
 AH9053                          STATION DESCRIPTION
 AH9053
 AH9053'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH9053'DESCRIBED IN LEVEL LINE BY USGS, 1963, (PV-532), AS FOLLOWS-- --DUNPHY
 AH9053'RANCH, 0.7 MI. NE., THENCE 9 MI. N. FROM, 0.5 MI. W. OF LAZY T-S FARM,
 AH9053'ABOUT 0.1 MI. W. OF SW. CORNER OF T. 35 N., R. 49 E., 49 FT. E. OF
 AH9053'N.-S. RD., 53 FT. N. OF E.-W. RD., 4.4 FT. SW. OF STEEL WITNESS POST,
 AH9053'IN CONCRETE POST, STANDARD TABLET STAMPED--- ---77 O 1963---.--
 AH9053'LOCATED ABOUT 23 MI. E. OF AND 15 MI. N. OF BATTLE MOUNTAIN. SECTION
 AH9053'CORNER 1, 6, 31, 36, T. 34-35 N., R. 48-49 E. IS 615.6 FT. FROM
 AH9053'STATION IN GRID DIRECT 84 DEGREES 42 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9356 ***********************************************************************
 AH9356  DESIGNATION -  BM 86 DOR
 AH9356  PID         -  AH9356
 AH9356  STATE/COUNTY-  NV/WHITE PINE
 AH9356  USGS QUAD   -  STATION BUTTE (1969)
 AH9356
 AH9356                         *CURRENT SURVEY CONTROL
 AH9356  ___________________________________________________________________
 AH9356* NAD 83(1994)-  40 02 28.31849(N)    115 27 16.29993(W)     ADJUSTED  
 AH9356* NAVD 88     -      1850.64   (+/-2cm)    6071.6    (feet)  VERTCON   
 AH9356  ___________________________________________________________________
 AH9356  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AH9356  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 AH9356
 AH9356  HORZ ORDER  -  THIRD
 AH9356  VERT ORDER  -  THIRD ? (See Below)
 AH9356
 AH9356.The horizontal coordinates were established by classical geodetic methods
 AH9356.and adjusted by the National Geodetic Survey in March 1999..
 AH9356
 AH9356.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9356.The vertical order pertains to the NGVD 29 superseded value.
 AH9356
 AH9356.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9356
 AH9356.The geoid height was determined by GEOID03.
 AH9356
 AH9356;                    North         East     Units Scale Factor Converg.
 AH9356;SPC NV E     - 8,587,194.521   210,991.494   MT  0.99990149   +0 04 58.3
 AH9356;SPC NV E     -28,173,154.02    692,227.93   sFT  0.99990149   +0 04 58.3
 AH9356;UTM  11      - 4,433,474.095   631,844.517   MT  0.99981399   +0 59 39.9
 AH9356
 AH9356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9356!SPC NV E     -   0.99971282  x   0.99990149  =   0.99961434
 AH9356!UTM  11      -   0.99971282  x   0.99981399  =   0.99952686
 AH9356
 AH9356                          SUPERSEDED SURVEY CONTROL
 AH9356
 AH9356  NGVD 29 (03/11/99) 1849.42   (m)         6067.6    (f) LEVELING    3  
 AH9356
 AH9356.Superseded values are not recommended for survey control.
 AH9356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9356.See file dsdata.txt to determine how the superseded data were derived.
 AH9356
 AH9356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE3184533474(NAD 83)
 AH9356_MARKER: DS = TRIANGULATION STATION DISK
 AH9356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9356+STABILITY: SURFACE MOTION
 AH9356
 AH9356  HISTORY     - Date     Condition        Report By
 AH9356  HISTORY     - 1965     MONUMENTED       USGS
 AH9356
 AH9356                          STATION DESCRIPTION
 AH9356
 AH9356'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH9356'TO REACH FROM FORT RUBY RANCH, 2 MI. S OF SOUTH BLDG. TO BLADED DRAIN
 AH9356'X-ING, THENCE 4.4 MI E , 48 FT S OF RD AT BLADED DRAIN LEADING NW, 3
 AH9356'FT N OF WITNESS SIGN. STATION MARK--STANDARD TABLET STAMPED---86 DOR
 AH9356'1965 6067---SET ON CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9103 ***********************************************************************
 AH9103  DESIGNATION -  BM 90 RBR
 AH9103  PID         -  AH9103
 AH9103  STATE/COUNTY-  NV/LANDER
 AH9103  USGS QUAD   -  EMIGRANT PEAK (1980)
 AH9103
 AH9103                         *CURRENT SURVEY CONTROL
 AH9103  ___________________________________________________________________
 AH9103* NAD 83(1994)-  39 29 50.52148(N)    117 29 54.56209(W)     ADJUSTED  
 AH9103* NAVD 88     -      1879.75   (+/-2cm)    6167.1    (feet)  VERTCON   
 AH9103  ___________________________________________________________________
 AH9103  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 AH9103  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 AH9103
 AH9103  HORZ ORDER  -  THIRD
 AH9103  VERT ORDER  -  THIRD ? (See Below)
 AH9103
 AH9103.The horizontal coordinates were established by classical geodetic methods
 AH9103.and adjusted by the National Geodetic Survey in February 1999..
 AH9103
 AH9103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9103.The vertical order pertains to the NGVD 29 superseded value.
 AH9103
 AH9103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9103
 AH9103.The geoid height was determined by GEOID03.
 AH9103
 AH9103;                    North         East     Units Scale Factor Converg.
 AH9103;SPC NV C     - 6,527,141.112   428,456.047   MT  0.99996300   -0 31 44.8
 AH9103;SPC NV C     -21,414,462.13  1,405,692.88   sFT  0.99996300   -0 31 44.8
 AH9103;UTM  11      - 4,372,090.898   457,138.646   MT  0.99962262   -0 19 01.4
 AH9103
 AH9103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9103!SPC NV C     -   0.99970867  x   0.99996300  =   0.99967168
 AH9103!UTM  11      -   0.99970867  x   0.99962262  =   0.99933140
 AH9103
 AH9103                          SUPERSEDED SURVEY CONTROL
 AH9103
 AH9103  NGVD 29 (02/26/99) 1878.49   (m)         6163.0    (f) LEVELING    3  
 AH9103
 AH9103.Superseded values are not recommended for survey control.
 AH9103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9103.See file dsdata.txt to determine how the superseded data were derived.
 AH9103
 AH9103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD5713972091(NAD 83)
 AH9103_MARKER: DS = TRIANGULATION STATION DISK
 AH9103_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH9103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9103+STABILITY: SURFACE MOTION
 AH9103
 AH9103  HISTORY     - Date     Condition        Report By
 AH9103  HISTORY     - 1965     MONUMENTED       USGS
 AH9103
 AH9103                          STATION DESCRIPTION
 AH9103
 AH9103'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH9103'DESCRIBED IN LEVEL LINE BY USGS, 1965, PV 580 AS FOLLOWS-- --PETERSONS
 AH9103'STATION, 10.2 MI. NE. OF ALONG U.S. HIGHWAY 50, THENCE 0.4 MI. NE.
 AH9103'ALONG A DIRT RD., THENCE 0.2 MI. W. ALONG DIRT RD., THENCE 3.7 MI. N.
 AH9103'ALONG DIRT RD., THENCE 2.6 MI. W. ALONG DIRT RD., THENCE 6.2 MI. N.
 AH9103'ALONG RD. TO NEW PASS, 41 FT. E. OF CENTERLINE OF RD., 6 FT. N. OF A
 AH9103'WITNESS POST SIGN, IN CONCRETE POST, A STANDARD TABLET STAMPED---90
 AH9103'RBR 6163 1965---. LOCATED ABOUT 18 MI. N. OF PETERSONS STATION ON U.S.
 AH9103'HIGHWAY 50, ABOUT 24 MI. NE. OF EASTGATE ON U.S. HIGHWAY 50 AND ABOUT
 AH9103'23 MI. W. OF AUSTIN, NEAR N. END OF SMITH CREEK VALLEY. NOTE BY USGS,
 AH9103'1969--OLD U.S. HIGHWAY 50 IS NOW NEVADA HIGHWAY 2. STATION MARK--A
 AH9103'STANDARD USGS ALUMINUM TABLET STAMPED---90 RBR 1965 6183--- SET IN A
 AH9103'CONCRETE POST PROJECTING 0.5 FT. REFERENCE MARK--A COPPER NAIL AND
 AH9103'WASHER IN TOP OF A 2 X 2 HUB AT CENTER OF PREPANEL POINT, 4.6 FT. FROM
 AH9103'STATION MARK IN DIRECTION 234 DEGREES 18 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9213 ***********************************************************************
 DE9213  DESIGNATION -  BM 93 DOR
 DE9213  PID         -  DE9213
 DE9213  STATE/COUNTY-  NV/LINCOLN
 DE9213  USGS QUAD   -  MT WILSON SW (1970)
 DE9213
 DE9213                         *CURRENT SURVEY CONTROL
 DE9213  ___________________________________________________________________
 DE9213* NAD 83(1994)-  38 04 25.58120(N)    114 23 48.98020(W)     ADJUSTED  
 DE9213* NAVD 88     -      1839.38   (+/-2cm)    6034.7    (feet)  VERTCON   
 DE9213  ___________________________________________________________________
 DE9213  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 DE9213  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 DE9213
 DE9213  HORZ ORDER  -  THIRD
 DE9213  VERT ORDER  -  THIRD ? (See Below)
 DE9213
 DE9213.The horizontal coordinates were established by classical geodetic methods
 DE9213.and adjusted by the National Geodetic Survey in January 2003..
 DE9213
 DE9213.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE9213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE9213.The vertical order pertains to the NGVD 29 superseded value.
 DE9213
 DE9213.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9213
 DE9213.The geoid height was determined by GEOID03.
 DE9213
 DE9213;                    North         East     Units Scale Factor Converg.
 DE9213;SPC NV E     - 8,369,455.983   304,090.854   MT  1.00003340   +0 43 54.1
 DE9213;SPC NV E     -27,458,790.17    997,671.41   sFT  1.00003340   +0 43 54.1
 DE9213;UTM  11      - 4,217,200.093   728,331.659   MT  1.00024215   +1 36 21.4
 DE9213
 DE9213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9213!SPC NV E     -   0.99971503  x   1.00003340  =   0.99974842
 DE9213!UTM  11      -   0.99971503  x   1.00024215  =   0.99995711
 DE9213
 DE9213                          SUPERSEDED SURVEY CONTROL
 DE9213
 DE9213  NGVD 29 (01/13/03) 1838.18   (m)         6030.8    (f) LEVELING    3  
 DE9213
 DE9213.Superseded values are not recommended for survey control.
 DE9213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9213.See file dsdata.txt to determine how the superseded data were derived.
 DE9213
 DE9213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC2833217200(NAD 83)
 DE9213_MARKER: DD = SURVEY DISK
 DE9213_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE9213_STAMPING: 93 DOR 1968 6031
 DE9213_MARK LOGO: USGS  
 DE9213_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9213
 DE9213  HISTORY     - Date     Condition        Report By
 DE9213  HISTORY     - 1968     MONUMENTED       USGS
 DE9213
 DE9213                          STATION DESCRIPTION
 DE9213
 DE9213'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DE9213'PIOCHE, 3.3 MI N OF ALONG US HIGHWAY 93  FROM THE POST OFFICE TO A RD
 DE9213'CROSSING---W TOWARD CASELTON PRINCE MINE AND NE TOWARD PATTERSON WASH
 DE9213'AND MT WILSON--, THENCE 9.3 MI NE, 66 FT SE OF THE RD, 27 FT NW OF RD,
 DE9213'2 FT NW OF A WITNESS SIGN.  STATION MARK--STANDARD TABLET STAMPED---93
 DE9213'DOR 1968 6031---SET ON A COPPER-COATED ROD, ENCLOSED BY A FIBER PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1148 ***********************************************************************
 AI1148  DESIGNATION -  BM E 4
 AI1148  PID         -  AI1148
 AI1148  STATE/COUNTY-  NV/NYE
 AI1148  USGS QUAD   -  BUSTED BUTTE (1983)
 AI1148
 AI1148                         *CURRENT SURVEY CONTROL
 AI1148  ___________________________________________________________________
 AI1148* NAD 83(1994)-  36 45 12.19596(N)    116 22 42.64903(W)     ADJUSTED  
 AI1148* NAVD 88     -       938.45   (+/-2cm)    3078.9    (feet)  VERTCON   
 AI1148  ___________________________________________________________________
 AI1148  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 AI1148  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AI1148
 AI1148  HORZ ORDER  -  THIRD
 AI1148  VERT ORDER  -  THIRD ? (See Below)
 AI1148
 AI1148.The horizontal coordinates were established by classical geodetic methods
 AI1148.and adjusted by the National Geodetic Survey in March 1999..
 AI1148
 AI1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1148.The vertical order pertains to the NGVD 29 superseded value.
 AI1148
 AI1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1148
 AI1148.The geoid height was determined by GEOID03.
 AI1148
 AI1148;                    North         East     Units Scale Factor Converg.
 AI1148;SPC NV C     - 6,222,301.256   525,729.039   MT  0.99990815   +0 10 20.7
 AI1148;SPC NV C     -20,414,333.37  1,724,829.36   sFT  0.99990815   +0 10 20.7
 AI1148;UTM  11      - 4,067,695.481   555,475.798   MT  0.99963791   +0 22 18.8
 AI1148
 AI1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1148!SPC NV C     -   0.99985708  x   0.99990815  =   0.99976525
 AI1148!UTM  11      -   0.99985708  x   0.99963791  =   0.99949505
 AI1148
 AI1148                          SUPERSEDED SURVEY CONTROL
 AI1148
 AI1148  NGVD 29 (03/11/99)  937.60   (m)         3076.1    (f) LEVELING    3  
 AI1148
 AI1148.Superseded values are not recommended for survey control.
 AI1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1148.See file dsdata.txt to determine how the superseded data were derived.
 AI1148
 AI1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA5547667695(NAD 83)
 AI1148_MARKER: DS = TRIANGULATION STATION DISK
 AI1148_SETTING: 66 = SET IN ROCK OUTCROP
 AI1148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1148+STABILITY: POSITION/ELEVATION WELL
 AI1148
 AI1148  HISTORY     - Date     Condition        Report By
 AI1148  HISTORY     - 1956     MONUMENTED       CGS
 AI1148
 AI1148                          STATION DESCRIPTION
 AI1148
 AI1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AI1148'LOCATED ABOUT 21.5 MI. NW. OF MERCURY, ABOUT 7 MI. N. OF LATHROP
 AI1148'WELLS, ON THE S. END OF JACKASS FLAT AND ABOUT 200 FT. E. OF A N.-S.
 AI1148'RD. STATION REACHED BY HELICOPTER. STATION MARK--BRASS TABLET
 AI1148'STAMPED---H AND N BM E 4 1956 ELEV 3076.12--- SET IN A CONCRETE
 AI1148'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7041 ***********************************************************************
 AH7041  DESIGNATION -  BM G 323
 AH7041  PID         -  AH7041
 AH7041  STATE/COUNTY-  NV/ELKO
 AH7041  USGS QUAD   -  GOLLAHER MOUNTAIN (1989)
 AH7041
 AH7041                         *CURRENT SURVEY CONTROL
 AH7041  ___________________________________________________________________
 AH7041* NAD 83(1994)-  41 59 18.79650(N)    114 24 23.85237(W)     ADJUSTED  
 AH7041* NAVD 88     -      1756.1    (meters)    5761.     (feet)  VERTCON   
 AH7041  ___________________________________________________________________
 AH7041  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 AH7041  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 AH7041
 AH7041  HORZ ORDER  -  THIRD
 AH7041
 AH7041.The horizontal coordinates were established by classical geodetic methods
 AH7041.and adjusted by the National Geodetic Survey in January 1999..
 AH7041
 AH7041.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7041
 AH7041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7041
 AH7041.The geoid height was determined by GEOID03.
 AH7041
 AH7041;                    North         East     Units Scale Factor Converg.
 AH7041;SPC NV E     - 8,804,096.752   297,499.577   MT  1.00001694   +0 47 14.1
 AH7041;SPC NV E     -28,884,774.09    976,046.53   sFT  1.00001694   +0 47 14.1
 AH7041;UTM  11      - 4,651,759.067   714,823.404   MT  1.00016790   +1 44 08.1
 AH7041
 AH7041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7041!SPC NV E     -   0.99972702  x   1.00001694  =   0.99974395
 AH7041!UTM  11      -   0.99972702  x   1.00016790  =   0.99989487
 AH7041
 AH7041                          SUPERSEDED SURVEY CONTROL
 AH7041
 AH7041  NGVD 29 (01/22/99) 1755.0    (m)         5758.     (f) VERT ANG       
 AH7041
 AH7041.Superseded values are not recommended for survey control.
 AH7041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7041.See file dsdata.txt to determine how the superseded data were derived.
 AH7041
 AH7041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG1482351759(NAD 83)
 AH7041_MARKER: Z = SEE DESCRIPTION
 AH7041_SETTING: 0 = UNSPECIFIED SETTING
 AH7041_PROJECTION: FLUSH
 AH7041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7041
 AH7041  HISTORY     - Date     Condition        Report By
 AH7041  HISTORY     - 1951     MONUMENTED       CGS
 AH7041
 AH7041                          STATION DESCRIPTION
 AH7041
 AH7041'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH7041'LOCATED ABOUT 24 MI. NE. OF CONTACT, 0.2 MI. S. OF IDAHO-NEVADA BORDER
 AH7041'AND 300 FT. N. OF RD. IN LONE CLUMP OF SAGE BRUSH.
 AH7041'STATION REACHED BY HELICOPTER.  (CAN ALSO BE REACHED BY FOLLOWING
 AH7041'DESCRIPTION FOR NGS BM --G 323 1951--, DESCRIBED IN NEVADA LEVEL LINE
 AH7041'NO. 69.)
 AH7041'STATION MARK--A 2 BY 2 WOODEN STAKE PROJECTING ABOUT 0.2 FT. ABOVE
 AH7041'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1027 ***********************************************************************
 AI1027  DESIGNATION -  BM L 26 ECC SEC
 AI1027  PID         -  AI1027
 AI1027  STATE/COUNTY-  NV/NYE
 AI1027  USGS QUAD   -  CORRAL WASH (1979)
 AI1027
 AI1027                         *CURRENT SURVEY CONTROL
 AI1027  ___________________________________________________________________
 AI1027* NAD 83(1994)-  38 59 21.37000(N)    117 28 39.36583(W)     ADJUSTED  
 AI1027* NAVD 88     -      2047.2    (meters)    6717.     (feet)  VERTCON   
 AI1027  ___________________________________________________________________
 AI1027  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 AI1027  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 AI1027
 AI1027  HORZ ORDER  -  THIRD
 AI1027
 AI1027.The horizontal coordinates were established by classical geodetic methods
 AI1027.and adjusted by the National Geodetic Survey in March 1999..
 AI1027
 AI1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1027
 AI1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1027
 AI1027.The geoid height was determined by GEOID03.
 AI1027
 AI1027;                    North         East     Units Scale Factor Converg.
 AI1027;SPC NV C     - 6,470,720.164   429,747.544   MT  0.99996075   -0 30 36.9
 AI1027;SPC NV C     -21,229,354.40  1,409,930.07   sFT  0.99996075   -0 30 36.9
 AI1027;UTM  11      - 4,315,694.270   458,637.292   MT  0.99962107   -0 18 01.8
 AI1027
 AI1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1027!SPC NV C     -   0.99968244  x   0.99996075  =   0.99964320
 AI1027!UTM  11      -   0.99968244  x   0.99962107  =   0.99930363
 AI1027
 AI1027                          SUPERSEDED SURVEY CONTROL
 AI1027
 AI1027  NGVD 29 (03/11/99) 2045.8    (m)         6712.     (f) VERT ANG       
 AI1027
 AI1027.Superseded values are not recommended for survey control.
 AI1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1027.See file dsdata.txt to determine how the superseded data were derived.
 AI1027
 AI1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD5863715694(NAD 83)
 AI1027_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1027+STABILITY: SURFACE MOTION
 AI1027
 AI1027  HISTORY     - Date     Condition        Report By
 AI1027  HISTORY     - 1933     MONUMENTED       CGS
 AI1027
 AI1027                          STATION DESCRIPTION
 AI1027
 AI1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AI1027'LOCATED ABOUT 1 MI SW OF REESE RIVER POST OFFICE---RANGER STATION---
 AI1027'ON S SIDE OF RD LEADING TO IONE. TO REACH FROM REESE RIVER POST
 AI1027'OFFICE, FOLLOW RD UP REESE RIVER VALLEY 0.5 MI TO JUNCTION OF RD TO
 AI1027'IONE, THENCE ON RD TOWARD IONE FOR 0.3 MI TO NGS BM---L 26
 AI1027'1933---WHICH IS ON S EDGE OF RD, THENCE NW 303.4 FT TO STATION.
 AI1027'STATION MARK--ORANGE AND WHITE CROSS TARGETS SET IN QUADRIPOD.  A NEW
 AI1027'HUB WITH TACK WAS SET FLUSH WITH THE GROUND AT OLD POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9357 ***********************************************************************
 AH9357  DESIGNATION -  BM R 11 SEC
 AH9357  PID         -  AH9357
 AH9357  STATE/COUNTY-  NV/ELKO
 AH9357  USGS QUAD   -  VERDI PEAK (1991)
 AH9357
 AH9357                         *CURRENT SURVEY CONTROL
 AH9357  ___________________________________________________________________
 AH9357* NAD 83(1994)-  40 40 59.28293(N)    115 15 15.89670(W)     ADJUSTED  
 AH9357* NAVD 88     -      1892.23   (+/-2cm)    6208.1    (feet)  VERTCON   
 AH9357  ___________________________________________________________________
 AH9357  LAPLACE CORR-          -8.97  (seconds)                    DEFLEC99
 AH9357  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 AH9357
 AH9357  HORZ ORDER  -  THIRD
 AH9357  VERT ORDER  -  THIRD ? (See Below)
 AH9357
 AH9357.The horizontal coordinates were established by classical geodetic methods
 AH9357.and adjusted by the National Geodetic Survey in March 1999..
 AH9357
 AH9357.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9357.The vertical order pertains to the NGVD 29 superseded value.
 AH9357
 AH9357.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9357
 AH9357.The geoid height was determined by GEOID03.
 AH9357
 AH9357;                    North         East     Units Scale Factor Converg.
 AH9357;SPC NV E     - 8,658,512.910   227,802.889   MT  0.99990951   +0 12 51.9
 AH9357;SPC NV E     -28,407,137.77    747,383.31   sFT  0.99990951   +0 12 51.9
 AH9357;UTM  11      - 4,505,047.953   647,510.589   MT  0.99986783   +1 08 17.2
 AH9357
 AH9357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9357!SPC NV E     -   0.99970608  x   0.99990951  =   0.99961562
 AH9357!UTM  11      -   0.99970608  x   0.99986783  =   0.99957395
 AH9357
 AH9357                          SUPERSEDED SURVEY CONTROL
 AH9357
 AH9357  NGVD 29 (03/11/99) 1890.99   (m)         6204.0    (f) LEVELING    3  
 AH9357
 AH9357.Superseded values are not recommended for survey control.
 AH9357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9357.See file dsdata.txt to determine how the superseded data were derived.
 AH9357
 AH9357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF4751105048(NAD 83)
 AH9357_MARKER: DS = TRIANGULATION STATION DISK
 AH9357_SETTING: 66 = SET IN ROCK OUTCROP
 AH9357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9357+STABILITY: POSITION/ELEVATION WELL
 AH9357
 AH9357  HISTORY     - Date     Condition        Report By
 AH9357  HISTORY     - 1930     MONUMENTED       USGS
 AH9357
 AH9357                          STATION DESCRIPTION
 AH9357
 AH9357'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 AH9357'RUBY VALLEY HIGHWAY MAINTENANCE STATION, 3.8 MI. N OF ALONG NEVADA
 AH9357'HIGHWAY 11, 335 FT E OF HIGHTWAY, 32 FT W OF OLD HIGHWAY, 33 FT N OF
 AH9357'AN E-W FENCE. STATION MARK--STANDARD TABLET STAMPED---R 11 1930---SET
 AH9357'IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0015 ***********************************************************************
 MV0015  DESIGNATION -  BM S 19
 MV0015  PID         -  MV0015
 MV0015  STATE/COUNTY-  NV/HUMBOLDT
 MV0015  USGS QUAD   -  BOTTLE HILL (1990)
 MV0015
 MV0015                         *CURRENT SURVEY CONTROL
 MV0015  ___________________________________________________________________
 MV0015* NAD 83(1994)-  41 27 02.30658(N)    118 17 30.11641(W)     ADJUSTED  
 MV0015* NAVD 88     -      1255.108  (meters)    4117.80   (feet)  ADJUSTED  
 MV0015  ___________________________________________________________________
 MV0015  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 MV0015  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 MV0015  DYNAMIC HT  -        1254.255 (meters)    4115.00  (feet)  COMP
 MV0015  MODELED GRAV-     979,900.1   (mgal)                       NAVD 88
 MV0015
 MV0015  HORZ ORDER  -  THIRD
 MV0015  VERT ORDER  -  FIRST     CLASS II
 MV0015
 MV0015.The horizontal coordinates were established by classical geodetic methods
 MV0015.and adjusted by the National Geodetic Survey in June 1998..
 MV0015
 MV0015.The orthometric height was determined by differential leveling
 MV0015.and adjusted by the National Geodetic Survey in June 1991..
 MV0015.WARNING-Repeat measurements at this control monument indicate possible
 MV0015.vertical movement.
 MV0015
 MV0015.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0015
 MV0015.The geoid height was determined by GEOID03.
 MV0015
 MV0015.The dynamic height is computed by dividing the NAVD 88
 MV0015.geopotential number by the normal gravity value computed on the
 MV0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0015.degrees latitude (g = 980.6199 gals.).
 MV0015
 MV0015.The modeled gravity was interpolated from observed gravity values.
 MV0015
 MV0015;                    North         East     Units Scale Factor Converg.
 MV0015;SPC NV W     - 4,743,729.013   824,366.406   MT  0.99990730   +0 11 35.0
 MV0015;SPC NV W     -15,563,384.27  2,704,608.78   sFT  0.99990730   +0 11 35.0
 MV0015;UTM  11      - 4,589,589.571   392,108.255   MT  0.99974325   -0 51 18.6
 MV0015
 MV0015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0015!SPC NV W     -   0.99980637  x   0.99990730  =   0.99971369
 MV0015!UTM  11      -   0.99980637  x   0.99974325  =   0.99954967
 MV0015
 MV0015                          SUPERSEDED SURVEY CONTROL
 MV0015
 MV0015  NAD 83(1986)-  41 27 02.31322(N)    118 17 30.10934(W) AD(       ) 3
 MV0015  NGVD 29 (??/??/92) 1254.094  (m)         4114.47   (f) ADJ UNCH    1 2
 MV0015
 MV0015.Superseded values are not recommended for survey control.
 MV0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0015.See file dsdata.txt to determine how the superseded data were derived.
 MV0015
 MV0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF9210889590(NAD 83)
 MV0015_MARKER: DB = BENCH MARK DISK
 MV0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0015_STAMPING: 4114.401 S 19 1931
 MV0015_MARK LOGO: CGS   
 MV0015_PROJECTION: PROJECTING 5 CENTIMETERS
 MV0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0015+STABILITY: SURFACE MOTION
 MV0015
 MV0015  HISTORY     - Date     Condition        Report By
 MV0015  HISTORY     - 1960     MONUMENTED       USGS
 MV0015  HISTORY     - 1934     GOOD             NGS
 MV0015  HISTORY     - 1984     GOOD             NGS
 MV0015
 MV0015                          STATION DESCRIPTION
 MV0015
 MV0015'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MV0015'DESCRIBED AS FOLLOWS--56.9 MI NW. ALONG
 MV0015'HWY. FROM WINNEMUCCA ON DENIO HWY. 12.2 MI NW. OF SOD HOUSE.  AT
 MV0015'RD. INTERSECTION, 33 FT E. OF CENTERLINE OF HWY.
 MV0015'
 MV0015'LOCATED ABOUT 13.0 MI W. OF SOD HOUSE, ABOUT 12.0 MI SE. OF QUINN
 MV0015'RIVER CROSSING RANCH.  ON NORTH SIDE OF GRAVEL RD.
 MV0015'
 MV0015'TO REACH FROM OROVADA, GO 12.2 MI S. ON U.S. HWY. 95 TO JCT. OF
 MV0015'STATE HWY. 8A AND U.S. HWY. 95.  TURN RIGHT (W.) 26.3 MI TO T-RD.
 MV0015'S.  TURN LEFT 1 MI TO X-RD.  TURN RIGHT 1.1 MI TO STATION.
 MV0015'
 MV0015'STATION MARK--NGS BM DISK STAMPED---4114.401 S 19 1931---, IN TOP
 MV0015'OF CONCRETE POST.
 MV0015
 MV0015                          STATION RECOVERY (1934)
 MV0015
 MV0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MV0015'56.9 MI NW FROM WINNEMUCCA.
 MV0015'56.9 MILES NORTHWEST ALONG THE HIGHWAY FROM WINNEMUCCA, HUMBOLDT
 MV0015'COUNTY, ON THE DENIO HIGHWAY, 12.2 MILES NORTH OF SOD HOUSE, AT A ROAD
 MV0015'INTERSECTION, AND 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. A
 MV0015'STANDARD DISK, STAMPED 4114.401 S 19 1931 AND SET IN THE TOP OF A
 MV0015'CONCRETE POST.
 MV0015
 MV0015                          STATION RECOVERY (1984)
 MV0015
 MV0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MV0015'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  53.56 KM
 MV0015'(33.29 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST OFFICE AT
 MV0015'DENIO, THENCE 2.64 KM (1.64 MI) SOUTHWEST ALONG LEONARD CREEK ROAD,
 MV0015'THENCE 16.36 KM (10.17 MI) SOUTHEAST ALONG THE OLD WINNEMUCCA-DENIO
 MV0015'ROAD, ON THE EXTENDED CENTER OF THE T JUNCTION OF A TRACK ROAD LEADING
 MV0015'SOUTH TO BUCKBRUSH SPRING, 10.0 METERS (33 FT) NORTH OF THE CENTER OF
 MV0015'THE ROAD AND 37.5 METERS (123 FT) SOUTHEAST OF A TELEPHONE POLE.
 MV0015'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 MV0015'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0715 ***********************************************************************
 MU0715  DESIGNATION -  BM T 23
 MU0715  PID         -  MU0715
 MU0715  STATE/COUNTY-  NV/HUMBOLDT
 MU0715  USGS QUAD   -  GUMBOOT LAKE (1983)
 MU0715
 MU0715                         *CURRENT SURVEY CONTROL
 MU0715  ___________________________________________________________________
 MU0715* NAD 83(1994)-  41 14 51.90587(N)    117 32 19.70094(W)     ADJUSTED  
 MU0715* NAVD 88     -      1321.73   (+/-2cm)    4336.4    (feet)  VERTCON   
 MU0715  ___________________________________________________________________
 MU0715  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 MU0715  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 MU0715
 MU0715  HORZ ORDER  -  THIRD
 MU0715  VERT ORDER  -  THIRD ? (See Below)
 MU0715
 MU0715.The horizontal coordinates were established by classical geodetic methods
 MU0715.and adjusted by the National Geodetic Survey in June 1998..
 MU0715
 MU0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0715.The vertical order pertains to the NGVD 29 superseded value.
 MU0715
 MU0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0715
 MU0715.The geoid height was determined by GEOID03.
 MU0715
 MU0715;                    North         East     Units Scale Factor Converg.
 MU0715;SPC NV W     - 4,721,683.370   887,543.508   MT  0.99999429   +0 41 19.4
 MU0715;SPC NV W     -15,491,056.19  2,911,882.33   sFT  0.99999429   +0 41 19.4
 MU0715;UTM  11      - 4,566,400.390   454,855.622   MT  0.99962508   -0 21 18.9
 MU0715
 MU0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0715!SPC NV W     -   0.99979585  x   0.99999429  =   0.99979014
 MU0715!UTM  11      -   0.99979585  x   0.99962508  =   0.99942100
 MU0715
 MU0715                          SUPERSEDED SURVEY CONTROL
 MU0715
 MU0715  NAD 83(1986)-  41 14 51.91107(N)    117 32 19.69751(W) AD(       ) 3
 MU0715  NGVD 29 (11/09/93) 1320.69   (m)         4333.0    (f) LEVELING    3  
 MU0715
 MU0715.Superseded values are not recommended for survey control.
 MU0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0715.See file dsdata.txt to determine how the superseded data were derived.
 MU0715
 MU0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF5485666400(NAD 83)
 MU0715_MARKER: DB = BENCH MARK DISK
 MU0715_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MU0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0715
 MU0715  HISTORY     - Date     Condition        Report By
 MU0715  HISTORY     - 1957     MONUMENTED       USGS
 MU0715
 MU0715                          STATION DESCRIPTION
 MU0715
 MU0715'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MU0715'DESCRIBED AS FOLLOWS--STEWART RANCH,
 MU0715'25 FT N. OF LANE LEADING TO.  31 FT W. OF RD.  TOP OF CONCRETE
 MU0715'POST.  STANDARD TABLET STAMPED---1944 T 23 4333---.
 MU0715'
 MU0715'LOCATED ABOUT 20 MI NE. OF WINNEMUCCA AT STEWART PLACE ON
 MU0715'GODCHAUX RANCH.
 MU0715'
 MU0715'TO REACH FROM WINNEMUCCA POST OFFICE, DRIVE 13.2 MI N. ON U.S.
 MU0715'HWY. 95.  TURN RIGHT ONTO GRAVEL RD. MARKED GUMBOOT RANCHES AREA
 MU0715'7.2 MI TO X-RDS.  TURN LEFT 0.2 MI TO X-RDS.  TURN LEFT 1.2 MI TO
 MU0715'RD. FORKS, CONTINUE STRAIGHT AHEAD 2.6 MI TO ALUMINUM GATE,
 MU0715'CONTINUE THROUGH GATE 3.1 MI TO STEWART PLACE AND STATION.
 MU0715'
 MU0715'STATION MARK--STANDARD TABLET STAMPED---1944 T 23 4333---, IN TOP
 MU0715'OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0979 ***********************************************************************
 LR0979  DESIGNATION -  BM W 14
 LR0979  PID         -  LR0979
 LR0979  STATE/COUNTY-  NV/PERSHING
 LR0979  USGS QUAD   -  BUFFALO SPRINGS (1990)
 LR0979
 LR0979                         *CURRENT SURVEY CONTROL
 LR0979  ___________________________________________________________________
 LR0979* NAD 83(1994)-  40 23 23.30281(N)    117 24 56.67157(W)     ADJUSTED  
 LR0979* NAVD 88     -      1422.11   (+/-2cm)    4665.7    (feet)  VERTCON   
 LR0979  ___________________________________________________________________
 LR0979  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 LR0979  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 LR0979
 LR0979  HORZ ORDER  -  THIRD
 LR0979  VERT ORDER  -  THIRD ? (See Below)
 LR0979
 LR0979.The horizontal coordinates were established by classical geodetic methods
 LR0979.and adjusted by the National Geodetic Survey in June 1998..
 LR0979
 LR0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0979.The vertical order pertains to the NGVD 29 superseded value.
 LR0979
 LR0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0979
 LR0979.The geoid height was determined by GEOID03.
 LR0979
 LR0979;                    North         East     Units Scale Factor Converg.
 LR0979;SPC NV W     - 4,626,546.097   899,127.058   MT  1.00002092   +0 45 23.9
 LR0979;SPC NV W     -15,178,926.65  2,949,886.02   sFT  1.00002092   +0 45 23.9
 LR0979;SPC NV C     - 6,626,160.956   436,404.838   MT  0.99994977   -0 29 07.5
 LR0979;SPC NV C     -21,739,329.74  1,431,771.54   sFT  0.99994977   -0 29 07.5
 LR0979;UTM  11      - 4,471,106.323   464,714.943   MT  0.99961533   -0 16 09.8
 LR0979
 LR0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0979!SPC NV W     -   0.99978028  x   1.00002092  =   0.99980120
 LR0979!SPC NV C     -   0.99978028  x   0.99994977  =   0.99973006
 LR0979!UTM  11      -   0.99978028  x   0.99961533  =   0.99939570
 LR0979
 LR0979                          SUPERSEDED SURVEY CONTROL
 LR0979
 LR0979  NAD 83(1986)-  40 23 23.30520(N)    117 24 56.66326(W) AD(       ) 3
 LR0979  NGVD 29 (07/11/94) 1421.03   (m)         4662.2    (f) LEVELING    3  
 LR0979
 LR0979.Superseded values are not recommended for survey control.
 LR0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0979.See file dsdata.txt to determine how the superseded data were derived.
 LR0979
 LR0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME6471571106(NAD 83)
 LR0979_MARKER: Z = SEE DESCRIPTION
 LR0979_SETTING: 0 = UNSPECIFIED SETTING
 LR0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0979
 LR0979  HISTORY     - Date     Condition        Report By
 LR0979  HISTORY     - UNK      MONUMENTED
 LR0979  HISTORY     - 1959     GOOD             USGS
 LR0979
 LR0979                          STATION DESCRIPTION
 LR0979
 LR0979'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LR0979'DESCRIBED IN LEVEL LINE, 1940, (B 8556), AS FOLLOWS.
 LR0979'
 LR0979'BUFFALO VALLEY LANDING FIELD, 2.5 MI. SW. THENCE 6.1 MI. NW. FROM,
 LR0979'2 MI. S. OF BUFFALO SPRINGS (S. SPRING), 100 FT. N. AND 20 FT. W. OF
 LR0979'RD. FORK NW., IN CONCRETE POST, STANDARD TABLET STAMPED----1940 W 14
 LR0979'4661---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1028 ***********************************************************************
 AI1028  DESIGNATION -  BM W 26 ECC
 AI1028  PID         -  AI1028
 AI1028  STATE/COUNTY-  NV/LANDER
 AI1028  USGS QUAD   -  REESE RIVER BUTTE (1988)
 AI1028
 AI1028                         *CURRENT SURVEY CONTROL
 AI1028  ___________________________________________________________________
 AI1028* NAD 83(1994)-  39 13 15.56428(N)    117 20 24.61355(W)     ADJUSTED  
 AI1028* NAVD 88     -      1883.0    (meters)    6178.     (feet)  VERTCON   
 AI1028  ___________________________________________________________________
 AI1028  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AI1028  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 AI1028
 AI1028  HORZ ORDER  -  THIRD
 AI1028
 AI1028.The horizontal coordinates were established by classical geodetic methods
 AI1028.and adjusted by the National Geodetic Survey in March 1999..
 AI1028
 AI1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1028
 AI1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1028
 AI1028.The geoid height was determined by GEOID03.
 AI1028
 AI1028;                    North         East     Units Scale Factor Converg.
 AI1028;SPC NV C     - 6,496,345.957   441,844.258   MT  0.99994163   -0 25 33.2
 AI1028;SPC NV C     -21,313,428.36  1,449,617.37   sFT  0.99994163   -0 25 33.2
 AI1028;UTM  11      - 4,341,355.674   470,635.859   MT  0.99961062   -0 12 54.3
 AI1028
 AI1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1028!SPC NV C     -   0.99970815  x   0.99994163  =   0.99964980
 AI1028!UTM  11      -   0.99970815  x   0.99961062  =   0.99931888
 AI1028
 AI1028                          SUPERSEDED SURVEY CONTROL
 AI1028
 AI1028  NGVD 29 (03/11/99) 1881.7    (m)         6174.     (f) VERT ANG       
 AI1028
 AI1028.Superseded values are not recommended for survey control.
 AI1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1028.See file dsdata.txt to determine how the superseded data were derived.
 AI1028
 AI1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD7063641356(NAD 83)
 AI1028_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI1028_SETTING: 66 = SET IN ROCK OUTCROP
 AI1028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1028+STABILITY: POSITION/ELEVATION WELL
 AI1028
 AI1028  HISTORY     - Date     Condition        Report By
 AI1028  HISTORY     - 1933     MONUMENTED       CGS
 AI1028
 AI1028                          STATION DESCRIPTION
 AI1028
 AI1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AI1028'LOCATED ABOUT 24 MI SW OF AUSTIN, 0.4 MI S OF THE JUNCTION OF ELKHORN
 AI1028'RD WITH REESE RIVER VALLEY RD, 290 FT WSW OF NGS BENCH MARK---W 26
 AI1028'1933---, AT ABOUT THE BREAK OF TOP OF A LOW RIDGE IN TOP OF A LARGE,
 AI1028'DARK BOULDER. TO REACH FROM LANDER COUNTY COURTHOUSE IN AUSTIN, DRIVE
 AI1028'W ON US HIGH- WAY 50 FOR 9.1 MI, TURN LEFT PER SIGN---VISBEEK OTOOLE
 AI1028'IONE---FOR 17.7 MI TO PLACE WHERE RD CUTS ACROSS AN ALLUVIAN FAN AND
 AI1028'NGS BM---W 26, 1933---ON RIGHT. WALK TO TOP OF LOW RIDGE AND STATION.
 AI1028'STATION MARK--SHALLOW DRILL HOLE IN TOP OF LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0766 ***********************************************************************
 MT0766  DESIGNATION -  BOAZ
 MT0766  PID         -  MT0766
 MT0766  STATE/COUNTY-  NV/ELKO
 MT0766  USGS QUAD   -  WELLS (1982)
 MT0766
 MT0766                         *CURRENT SURVEY CONTROL
 MT0766  ___________________________________________________________________
 MT0766* NAD 83(1994)-  41 01 05.00070(N)    114 58 31.82403(W)     ADJUSTED  
 MT0766* NAVD 88     -      1763.43   (+/-2cm)    5785.5    (feet)  VERTCON   
 MT0766  ___________________________________________________________________
 MT0766  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 MT0766  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 MT0766
 MT0766  HORZ ORDER  -  SECOND
 MT0766  VERT ORDER  -  THIRD ? (See Below)
 MT0766
 MT0766.The horizontal coordinates were established by classical geodetic methods
 MT0766.and adjusted by the National Geodetic Survey in June 1998..
 MT0766
 MT0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0766.The vertical order pertains to the NGVD 29 superseded value.
 MT0766
 MT0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0766
 MT0766.The geoid height was determined by GEOID03.
 MT0766
 MT0766;                    North         East     Units Scale Factor Converg.
 MT0766;SPC NV E     - 8,695,828.519   251,120.673   MT  0.99993215   +0 23 56.1
 MT0766;SPC NV E     -28,529,564.07    823,885.07   sFT  0.99993215   +0 23 56.1
 MT0766;UTM  11      - 4,542,735.555   670,221.495   MT  0.99995663   +1 19 44.4
 MT0766
 MT0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0766!SPC NV E     -   0.99972618  x   0.99993215  =   0.99965835
 MT0766!UTM  11      -   0.99972618  x   0.99995663  =   0.99968282
 MT0766
 MT0766|---------------------------------------------------------------------|
 MT0766| PID    Reference Object                     Distance      Geod. Az  |
 MT0766|                                                           dddmmss.s |
 MT0766| DC9847 BOAZ RM 1                            14.101 METERS 07632     |
 MT0766| MT0655 L 38                                 16.601 METERS 17846     |
 MT0766| DC9846 BOAZ AZ MK                                         3504526.2 |
 MT0766|---------------------------------------------------------------------|
 MT0766
 MT0766                          SUPERSEDED SURVEY CONTROL
 MT0766
 MT0766  NAD 83(1994)-  41 01 05.00015(N)    114 58 31.82100(W) AD(       ) 2
 MT0766  NAD 83(1986)-  41 01 04.99776(N)    114 58 31.81865(W) AD(       ) 2
 MT0766  NAD 27      -  41 01 05.27403(N)    114 58 28.65301(W) AD(       ) 2
 MT0766  NGVD 29 (07/19/86) 1762.25   (m)         5781.6    (f) LEVELING    3  
 MT0766
 MT0766.Superseded values are not recommended for survey control.
 MT0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0766.See file dsdata.txt to determine how the superseded data were derived.
 MT0766
 MT0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF7022142736(NAD 83)
 MT0766_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MT0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MT0766
 MT0766  HISTORY     - Date     Condition        Report By
 MT0766  HISTORY     - 1965     MONUMENTED       CGS
 MT0766  HISTORY     - 1980     GOOD             NGS
 MT0766
 MT0766                          STATION DESCRIPTION
 MT0766
 MT0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 MT0766'THE STATION IS LOCATED ABOUT 6-1/2 MILES AIRLINE SOUTH OF WELLS,
 MT0766'1/2 MILE WEST OF U.S. HIGHWAY 93 AND ALONG THE EAST SIDE OF THE
 MT0766'WESTERN PACIFIC RAILROAD.
 MT0766'
 MT0766'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND
 MT0766'93 IN THE EAST EDGE OF WELLS, GO SOUTH ALONG 93 FOR 5.6 MILES
 MT0766'TO A PAVED SIDE ROAD RIGHT AND SIGN CLOVER VALLEY.  TURN RIGHT
 MT0766'AND GO WEST FOR 0.7 MILE TO A RAILROAD CROSSING.  (THE AZIMUTH
 MT0766'MARK IS 0.2 MILE NORTH ALONG THE EAST SIDE OF THE RAILROAD
 MT0766'TRACKS) TURN LEFT AND GO SOUTH ALONG THE EAST SIDE OF THE
 MT0766'RAILROAD TRACKS FOR 0.35 MILE TO MILE POST 724 AND THE STATION.
 MT0766'
 MT0766'THE STATION MARK IS A STANDARD DISK STAMPED BOAZ 1965.  IT IS SET
 MT0766'IN THE TOP OF A 12 ROUND CONCRETE MONUMENT WHICH PROJECTS 8
 MT0766'INCHES.  IT IS 73 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 MT0766'TRACKS AND 3.7 FEET NORTHWEST OF THE WITNESS POST.
 MT0766'
 MT0766'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOAZ NO 1 1965.
 MT0766'IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 MT0766'PROJECTS 6 INCHES.  IT IS 119 FEET EAST OF THE EAST RAIL OF THE
 MT0766'RAILROAD TRACKS AND 46-1/2 FEET EAST OF THE WITNESS POST.
 MT0766'
 MT0766'REFERENCE MARK 2 IS A COAST AND GEODETIC SURVEY BENCH MARK STAMPED
 MT0766'L 38 1934.  IT IS SET IN THE TOP OF A 10 INCH ROUND CONCRETE
 MT0766'MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 61 FEET EAST OF THE
 MT0766'EAST RAIL OF THE RAILROAD TRACKS AND 51 FEET SOUTH OF THE WITNESS
 MT0766'POST.
 MT0766'
 MT0766'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOAZ 1965.  IT IS SET
 MT0766'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 10 INCHES.
 MT0766'IT IS ON THE TOP OF A 10 FOOT BANK ALONG THE EAST SIDE OF THE
 MT0766'RAILROAD TRACKS.  IT IS 72 FEET EAST OF THE EAST RAIL, 29-1/2 FEET
 MT0766'WEST OF A TRACK ROAD AND 2.6 FEET SOUTH OF THE WITNESS POST.
 MT0766'
 MT0766'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION BOAZ TO BENCH
 MT0766'MARK L 38.  THE DISTANCE IS 54.48 FEET OR 16.605 METERS.
 MT0766'
 MT0766'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 MT0766
 MT0766                          STATION RECOVERY (1980)
 MT0766
 MT0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 MT0766'THE STATION MARK AND REFERENCE MARK 1 WAS RECOVERED IN GOOD
 MT0766'CONDITION.  BM L 38 (REFERENCE MARK 2) BELIEVED DESTROYED DURING
 MT0766'CLEARING OF RAILROAD RIGHT OF WAY.  THE TO REACH IS ADEQUATE.
 MT0766'
 MT0766'STATION OCCUPIED FOR ASTRO PURPOSES ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1149 ***********************************************************************
 AI1149  DESIGNATION -  BOBBIE
 AI1149  PID         -  AI1149
 AI1149  STATE/COUNTY-  NV/NYE
 AI1149  USGS QUAD   -  TOPOPAH SPRING (1961)
 AI1149
 AI1149                         *CURRENT SURVEY CONTROL
 AI1149  ___________________________________________________________________
 AI1149* NAD 83(1994)-  36 57 11.24742(N)    116 18 15.00834(W)     ADJUSTED  
 AI1149* NAVD 88     -      2167.3    (meters)    7111.     (feet)  VERTCON   
 AI1149  ___________________________________________________________________
 AI1149  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 AI1149  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AI1149
 AI1149  HORZ ORDER  -  THIRD
 AI1149
 AI1149.The horizontal coordinates were established by classical geodetic methods
 AI1149.and adjusted by the National Geodetic Survey in March 1999..
 AI1149
 AI1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1149
 AI1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1149
 AI1149.The geoid height was determined by GEOID03.
 AI1149
 AI1149;                    North         East     Units Scale Factor Converg.
 AI1149;SPC NV C     - 6,244,487.458   532,283.153   MT  0.99991283   +0 13 04.5
 AI1149;SPC NV C     -20,487,122.60  1,746,332.31   sFT  0.99991283   +0 13 04.5
 AI1149;UTM  11      - 4,089,898.468   561,950.719   MT  0.99964728   +0 25 06.0
 AI1149
 AI1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1149!SPC NV C     -   0.99966420  x   0.99991283  =   0.99957706
 AI1149!UTM  11      -   0.99966420  x   0.99964728  =   0.99931160
 AI1149
 AI1149                          SUPERSEDED SURVEY CONTROL
 AI1149
 AI1149  NGVD 29 (03/11/99) 2166.2    (m)         7107.     (f) VERT ANG       
 AI1149
 AI1149.Superseded values are not recommended for survey control.
 AI1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1149.See file dsdata.txt to determine how the superseded data were derived.
 AI1149
 AI1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA6195189898(NAD 83)
 AI1149_MARKER: DS = TRIANGULATION STATION DISK
 AI1149_SETTING: 66 = SET IN ROCK OUTCROP
 AI1149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1149+STABILITY: POSITION/ELEVATION WELL
 AI1149
 AI1149  HISTORY     - Date     Condition        Report By
 AI1149  HISTORY     - 1959     MONUMENTED       CGS
 AI1149
 AI1149                          STATION DESCRIPTION
 AI1149
 AI1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AI1149'LOCATED ABOUT 26 MI. NW. OF MERCURY, ABOUT 22 MI. N. OF LATHROP WELLS
 AI1149'ON THE W. SIDE OF A TIMBER COVERED TOP WHICH HAS JUST RECENTLY BEEN
 AI1149'BURNED OVER. STATION REACHED BY HELICOPTER. STATION MARK--COPPER DISK
 AI1149'STAMPED---BOBBIE H AND N 1959--- AND CEMENTED IN ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0899 ***********************************************************************
 LR0899  DESIGNATION -  BOBY
 LR0899  PID         -  LR0899
 LR0899  STATE/COUNTY-  NV/EUREKA
 LR0899  USGS QUAD   -  BOBS FLAT (1986)
 LR0899
 LR0899                         *CURRENT SURVEY CONTROL
 LR0899  ___________________________________________________________________
 LR0899* NAD 83(1994)-  40 42 37.35975(N)    116 22 34.11105(W)     ADJUSTED  
 LR0899* NAVD 88     -      1866.6    (meters)    6124.     (feet)  VERTCON   
 LR0899  ___________________________________________________________________
 LR0899  LAPLACE CORR-           8.97  (seconds)                    DEFLEC99
 LR0899  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 LR0899
 LR0899  HORZ ORDER  -  SECOND
 LR0899
 LR0899.The horizontal coordinates were established by classical geodetic methods
 LR0899.and adjusted by the National Geodetic Survey in June 1998..
 LR0899
 LR0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0899
 LR0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0899
 LR0899.The geoid height was determined by GEOID03.
 LR0899
 LR0899;                    North         East     Units Scale Factor Converg.
 LR0899;SPC NV E     - 8,661,788.225   133,012.152   MT  0.99995522   -0 31 01.6
 LR0899;SPC NV E     -28,417,883.53    436,390.70   sFT  0.99995522   -0 31 01.6
 LR0899;SPC NV C     - 6,661,526.522   524,547.593   MT  0.99990741   +0 11 22.2
 LR0899;SPC NV C     -21,855,358.26  1,720,953.23   sFT  0.99990741   +0 11 22.2
 LR0899;UTM  11      - 4,506,794.174   552,696.566   MT  0.99963418   +0 24 24.9
 LR0899
 LR0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0899!SPC NV E     -   0.99971031  x   0.99995522  =   0.99966555
 LR0899!SPC NV C     -   0.99971031  x   0.99990741  =   0.99961775
 LR0899!UTM  11      -   0.99971031  x   0.99963418  =   0.99934460
 LR0899
 LR0899|---------------------------------------------------------------------|
 LR0899| PID    Reference Object                     Distance      Geod. Az  |
 LR0899|                                                           dddmmss.s |
 LR0899| DC9848 BOBY RM 1                            10.038 METERS 05111     |
 LR0899| DC9849 BOBY RM 2                            14.644 METERS 33806     |
 LR0899|---------------------------------------------------------------------|
 LR0899
 LR0899                          SUPERSEDED SURVEY CONTROL
 LR0899
 LR0899  NAD 83(1986)-  40 42 37.36308(N)    116 22 34.10514(W) AD(       ) 2
 LR0899  NAD 27      -  40 42 37.67630(N)    116 22 30.80040(W) AD(       ) 2
 LR0899  NGVD 29 (07/19/86) 1865.5    (m)         6120.     (f) VERT ANG       
 LR0899
 LR0899.Superseded values are not recommended for survey control.
 LR0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0899.See file dsdata.txt to determine how the superseded data were derived.
 LR0899
 LR0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF5269706794(NAD 83)
 LR0899_MARKER: DS = TRIANGULATION STATION DISK
 LR0899_SETTING: 80 = SET IN A BOULDER
 LR0899_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LR0899
 LR0899  HISTORY     - Date     Condition        Report By
 LR0899  HISTORY     - 1958     MONUMENTED       CGS
 LR0899
 LR0899                          STATION DESCRIPTION
 LR0899
 LR0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0899'THE STATION IS 8.5 MILES NORTHEAST OF BEOWAWE, 6.5 MILES
 LR0899'EAST OF DUNPHY AND 6 MILES NORTHWEST OF THE EMIGRANT PASS.
 LR0899'IT IS ON THE WEST END OF A SPUR RIDGE THAT OVERLOOKS THE
 LR0899'BOULDER VALLEY.
 LR0899'
 LR0899'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 LR0899'40 AND STATE ROUTE 21 GO NORTH THROUGH THE STEEL GATE AND
 LR0899'FOLLOW THE PLAIN TRACK ROAD FOR 4.5 MILES TO A SIDE ROAD
 LR0899'RIGHT JUST AFTER ENTERING ONTO A CLEARED AREA, TURN RIGHT
 LR0899'ONTO THE DIM TRACK ROAD AND FOLLOW SAME EASTERLY UP THE
 LR0899'CANYON ALONG A BULDOZED FIRE TRAIL FOR 2 MILES TO A ROAD
 LR0899'LEFT, TURN LEFT CROSS COUNTRY FOR 0.2 MILE TO THE BEGINNING
 LR0899'OF A FIRE TRAIL, CONTINUE ON THE FIRE TRAIL PICKING THE BEST
 LR0899'TRAVEL UP THE HILL TO THE CREST THEN LEFT THROUGH A SADDLE
 LR0899'AND UP THE NEXT RIDGE TO THE HIGHEST POINT AND THE STATION
 LR0899'SITE.
 LR0899'
 LR0899'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 LR0899'CEMENT IN DRILL HOLES IN BOULDERS EACH PROJECTING ABOUT 5
 LR0899'INCHES AND STAMPED BOBY 1958 WITH THE REFERENCE MARKS FURTHER
 LR0899'STAMPED NO 1 AND NO 2 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0786 ***********************************************************************
 MT0786  DESIGNATION -  BOIES
 MT0786  PID         -  MT0786
 MT0786  STATE/COUNTY-  NV/ELKO
 MT0786  USGS QUAD   -  HENRY (1982)
 MT0786
 MT0786                         *CURRENT SURVEY CONTROL
 MT0786  ___________________________________________________________________
 MT0786* NAD 83(1994)-  41 39 46.19805(N)    114 49 43.03268(W)     ADJUSTED  
 MT0786* NAVD 88     -      1731.7    (meters)    5681.     (feet)  VERTCON   
 MT0786  ___________________________________________________________________
 MT0786  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 MT0786  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 MT0786
 MT0786  HORZ ORDER  -  SECOND
 MT0786
 MT0786.The horizontal coordinates were established by classical geodetic methods
 MT0786.and adjusted by the National Geodetic Survey in June 1998..
 MT0786
 MT0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0786
 MT0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0786
 MT0786.The geoid height was determined by GEOID03.
 MT0786
 MT0786;                    North         East     Units Scale Factor Converg.
 MT0786;SPC NV E     - 8,767,527.829   262,851.482   MT  0.99994860   +0 30 06.2
 MT0786;SPC NV E     -28,764,797.55    862,371.90   sFT  0.99994860   +0 30 06.2
 MT0786;UTM  11      - 4,614,619.754   680,779.791   MT  1.00000219   +1 26 37.7
 MT0786
 MT0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0786!SPC NV E     -   0.99973096  x   0.99994860  =   0.99967957
 MT0786!UTM  11      -   0.99973096  x   1.00000219  =   0.99973314
 MT0786
 MT0786:                Primary Azimuth Mark                     Grid Az
 MT0786:SPC NV E     -  HENRY                                    006 51 49.2
 MT0786:UTM  11      -  HENRY                                    005 55 17.7
 MT0786
 MT0786|---------------------------------------------------------------------|
 MT0786| PID    Reference Object                     Distance      Geod. Az  |
 MT0786|                                                           dddmmss.s |
 MT0786| MT0784 HENRY                               APPROX. 6.9 KM 0072155.4 |
 MT0786| DC9850 BOIES RM 1                           20.696 METERS 26244     |
 MT0786| DC9851 BOIES RM 2                           17.130 METERS 35309     |
 MT0786|---------------------------------------------------------------------|
 MT0786
 MT0786                          SUPERSEDED SURVEY CONTROL
 MT0786
 MT0786  NAD 83(1994)-  41 39 46.19722(N)    114 49 43.03172(W) AD(       ) 2
 MT0786  NAD 83(1986)-  41 39 46.19504(N)    114 49 43.02723(W) AD(       ) 2
 MT0786  NAD 27      -  41 39 46.50354(N)    114 49 39.88253(W) AD(       ) 2
 MT0786  NGVD 29 (07/19/86) 1730.5    (m)         5677.     (f) VERT ANG       
 MT0786
 MT0786.Superseded values are not recommended for survey control.
 MT0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0786.See file dsdata.txt to determine how the superseded data were derived.
 MT0786
 MT0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG8078014620(NAD 83)
 MT0786_MARKER: Z = SEE DESCRIPTION
 MT0786_SETTING: 0 = UNSPECIFIED SETTING
 MT0786
 MT0786  HISTORY     - Date     Condition        Report By
 MT0786  HISTORY     - 1968     MONUMENTED       USGS
 MT0786
 MT0786                          STATION DESCRIPTION
 MT0786
 MT0786'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (BM)
 MT0786'LOCATED ABOUT 17 MI. (AIRLINE) N. OF THOUSAND SPRINGS TRADING
 MT0786'POST.  ABOUT 8 MI. SW. OF CONTACT.  ON A LOW TOP ABOUT 0.25
 MT0786'MI. W. OF U.S. HIGHWAY 93
 MT0786'
 MT0786'TO REACH FROM WELLS DRIVE N. FROM THE JUNCTION OF U.S. 93
 MT0786'AND 40 ON U.S. 93 FOR 41.9 MI. TO THE KNOLL CREEK RD.  TURN
 MT0786'LEFT (W.) ON A DIRT RD. AND PASS THROUGH FENCE FOR 0.1 MI.
 MT0786'TO A TRACK RD.  TURN RIGHT (N.) FOLLOW TRACK RD. TO END AND
 MT0786'DRIVE CROSS COUNTRY 0.35 MI. TO TOP AND STATION.  A DRIVE
 MT0786'STATION.
 MT0786'
 MT0786'STATION MARK--STANDARD TABLET STAMPED BOISE 1968 CEMENTED IN
 MT0786'CONCRETE POST FLUSH WITH GROUND.
 MT0786'
 MT0786'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED NO 1 1968
 MT0786'CEMENTED IN CONCRETE POST FLUSH WITH GROUND.
 MT0786'
 MT0786'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED NO 2 1968
 MT0786'CEMENTED IN A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0517 ***********************************************************************
 LQ0517  DESIGNATION -  BOLDT
 LQ0517  PID         -  LQ0517
 LQ0517  STATE/COUNTY-  NV/ELKO
 LQ0517  USGS QUAD   -  OSINO (1982)
 LQ0517
 LQ0517                         *CURRENT SURVEY CONTROL
 LQ0517  ___________________________________________________________________
 LQ0517* NAD 83(1994)-  40 57 03.80915(N)    115 37 42.07568(W)     ADJUSTED  
 LQ0517* NAVD 88     -      1608.107  (meters)    5275.93   (feet)  ADJUSTED  
 LQ0517  ___________________________________________________________________
 LQ0517  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 LQ0517  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 LQ0517  DYNAMIC HT  -        1606.801 (meters)    5271.65  (feet)  COMP
 LQ0517  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 LQ0517
 LQ0517  HORZ ORDER  -  SECOND
 LQ0517  VERT ORDER  -  SECOND    CLASS 0
 LQ0517
 LQ0517.The horizontal coordinates were established by classical geodetic methods
 LQ0517.and adjusted by the National Geodetic Survey in June 1998..
 LQ0517
 LQ0517.The orthometric height was determined by differential leveling
 LQ0517.and adjusted by the National Geodetic Survey in June 1991..
 LQ0517
 LQ0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0517
 LQ0517.The geoid height was determined by GEOID03.
 LQ0517
 LQ0517.The dynamic height is computed by dividing the NAVD 88
 LQ0517.geopotential number by the normal gravity value computed on the
 LQ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0517.degrees latitude (g = 980.6199 gals.).
 LQ0517
 LQ0517.The modeled gravity was interpolated from observed gravity values.
 LQ0517
 LQ0517;                    North         East     Units Scale Factor Converg.
 LQ0517;SPC NV E     - 8,688,211.943   196,209.726   MT  0.99990018   -0 01 46.2
 LQ0517;SPC NV E     -28,504,575.35    643,731.41   sFT  0.99990018   -0 01 46.2
 LQ0517;UTM  11      - 4,534,229.849   615,444.363   MT  0.99976403   +0 53 56.7
 LQ0517
 LQ0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0517!SPC NV E     -   0.99975068  x   0.99990018  =   0.99965089
 LQ0517!UTM  11      -   0.99975068  x   0.99976403  =   0.99951477
 LQ0517
 LQ0517|---------------------------------------------------------------------|
 LQ0517| PID    Reference Object                     Distance      Geod. Az  |
 LQ0517|                                                           dddmmss.s |
 LQ0517| LQ0518 BOLDT RM 1                            7.836 METERS 12513     |
 LQ0517| LQ0516 BOLDT RM 2                            7.184 METERS 22008     |
 LQ0517| LQ0510 BENDS                               APPROX. 4.8 KM 2371937.7 |
 LQ0517|---------------------------------------------------------------------|
 LQ0517
 LQ0517                          SUPERSEDED SURVEY CONTROL
 LQ0517
 LQ0517  NAD 83(1986)-  40 57 03.80997(N)    115 37 42.06980(W) AD(       ) 2
 LQ0517  NAD 27      -  40 57 04.09820(N)    115 37 38.82960(W) AD(       ) 2
 LQ0517  NGVD 29 (??/??/92) 1606.98   (m)         5272.2    (f) COMPUTED    2 0
 LQ0517
 LQ0517.Superseded values are not recommended for survey control.
 LQ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0517.See file dsdata.txt to determine how the superseded data were derived.
 LQ0517
 LQ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF1544434230(NAD 83)
 LQ0517_MARKER: DS = TRIANGULATION STATION DISK
 LQ0517_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LQ0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0517_STAMPING: BOLDT 1957
 LQ0517_MARK LOGO: CGS   
 LQ0517_PROJECTION: PROJECTING 6 CENTIMETERS
 LQ0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0517+STABILITY: SURFACE MOTION
 LQ0517
 LQ0517  HISTORY     - Date     Condition        Report By
 LQ0517  HISTORY     - 1957     MONUMENTED       CGS
 LQ0517  HISTORY     - 1957     GOOD             CGS
 LQ0517  HISTORY     - 1961     GOOD             USGS
 LQ0517  HISTORY     - 1984     GOOD             NGS
 LQ0517
 LQ0517                          STATION DESCRIPTION
 LQ0517
 LQ0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0517'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF ELKO AND ABOUT
 LQ0517'0.05 MILE NORTHWEST OF U.S. HIGHWAY 40.  IT IS ON THE HIGHEST
 LQ0517'POINT OF A PROMINENT HILL, AT THE SITE OF AN OLD HOMESTEAD.
 LQ0517'
 LQ0517'TO REACH FROM THE COURTHOUSE IN ELKO, GO NORTHEAST ON U.S.
 LQ0517'HIGHWAY 40 FOR 11.2 MILES TO A WHITE BOARD GATE ON THE LEFT
 LQ0517'JUST AFTER PASSING THROUGH A DEEP CUTBANK AT TOP OF GRADE.
 LQ0517'TURN LEFT THROUGH GATE, THEN GO NORTHWEST UP HILL TO HIGHEST
 LQ0517'POINT AND STATION.
 LQ0517'
 LQ0517'THE STATION MARK, STAMPED BOLDT 1957, IS A STANDARD BRONZE
 LQ0517'DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LQ0517'2 INCHES.  IT IS ABOUT 100 YARDS NORTHWEST OF A POWER LINE,
 LQ0517'8 FEET NORTHEAST OF AN OLD WELL WHICH IS LINED WITH CONCRETE,
 LQ0517'AND 7 FEET NORTH OF A WHITE WITNESS POST.
 LQ0517'
 LQ0517'REFERENCE MARK NO. 1, STAMPED BOLDT NO 1 1957, IS A STANDARD
 LQ0517'BRONZE DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LQ0517'PROJECTS 2 INCHES.  IT IS ABOUT LEVEL WITH THE STATION MARK.
 LQ0517'
 LQ0517'REFERENCE MARK NO. 2, STAMPED BOLDT NO 2 1957, IS A STANDARD
 LQ0517'BRONZE DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LQ0517'PROJECTS 2 INCHES.  IT IS ON THE EAST SIDE OF THE OLD WELL
 LQ0517'AND IS ABOUT LEVEL WITH THE STATION MARK.
 LQ0517
 LQ0517                          STATION RECOVERY (1957)
 LQ0517
 LQ0517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0517'10.7 MI NE FROM ELKO.
 LQ0517'10.7 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0517'IDAHO STREETS AT ELKO, THENCE 0.1 MILE NORTHWEST ACROSS COUNTRY, 68
 LQ0517'PACES NORTHWEST OF POWER POLE NO 1147, 25.7 FEET NORTHWEST OF R.M. 1,
 LQ0517'23.5 FEET NORTH OF R.M. 2, 7.2 FEET NORTHWEST OF WITNESS POST, SET IN
 LQ0517'A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 LQ0517
 LQ0517                          STATION RECOVERY (1961)
 LQ0517
 LQ0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LQ0517'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-4 STATION 1008.
 LQ0517'STATION MARK--STANDARD DISC STAMPED---BOLDT 1957---SET IN THE TOP OF A
 LQ0517'ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 LQ0517
 LQ0517                          STATION RECOVERY (1984)
 LQ0517
 LQ0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0517'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 LQ0517'DESCRIPTION FOLLOWS.  14.15 KM (8.85 MI) NORTHEAST ALONG OLD US
 LQ0517'HIGHWAY 40 FROM THE COURTHOUSE AT ELKO, THENCE 3.75 KM (2.35 MI)
 LQ0517'NORTHEAST ALONG INTERSTATE 80, THENCE 0.15 KM (0.1 MI) NORTHWEST
 LQ0517'ACROSS COUNTRY TO THE HIGHEST POINT OF A HILL, 2.4 METERS (8 FT) EAST
 LQ0517'OF THE NORTHEAST CORNER OF AN ABANDON CONCRETE LINED WELL, 7.7 METERS
 LQ0517'(25.5 FT) NORTHWEST OF RM 1 AND 7.1 METERS (23.5 FT) NORTHEAST OF RM
 LQ0517'2.
 LQ0517'THE MARK IS 2.1 METERS  W FROM A WITNESS POST.
 LQ0517'THE MARK IS 12.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0518 ***********************************************************************
 LQ0518  DESIGNATION -  BOLDT RM 1
 LQ0518  PID         -  LQ0518
 LQ0518  STATE/COUNTY-  NV/ELKO
 LQ0518  USGS QUAD   -  OSINO (1982)
 LQ0518
 LQ0518                         *CURRENT SURVEY CONTROL
 LQ0518  ___________________________________________________________________
 LQ0518* NAD 83(1986)-  40 57 04.     (N)    115 37 42.     (W)     SCALED    
 LQ0518* NAVD 88     -      1607.876  (meters)    5275.17   (feet)  ADJUSTED  
 LQ0518  ___________________________________________________________________
 LQ0518  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 LQ0518  DYNAMIC HT  -        1606.571 (meters)    5270.89  (feet)  COMP
 LQ0518  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 LQ0518
 LQ0518  VERT ORDER  -  SECOND    CLASS 0
 LQ0518
 LQ0518.The horizontal coordinates were scaled from a topographic map and have
 LQ0518.an estimated accuracy of +/- 6 seconds.
 LQ0518
 LQ0518.The orthometric height was determined by differential leveling
 LQ0518.and adjusted by the National Geodetic Survey in June 1991..
 LQ0518
 LQ0518.The geoid height was determined by GEOID03.
 LQ0518
 LQ0518.The dynamic height is computed by dividing the NAVD 88
 LQ0518.geopotential number by the normal gravity value computed on the
 LQ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0518.degrees latitude (g = 980.6199 gals.).
 LQ0518
 LQ0518.The modeled gravity was interpolated from observed gravity values.
 LQ0518
 LQ0518;                    North         East    Units  Estimated Accuracy
 LQ0518;SPC NV E     - 8,688,220.      196,210.      MT  (+/- 180 meters Scaled)
 LQ0518
 LQ0518                          SUPERSEDED SURVEY CONTROL
 LQ0518
 LQ0518  NGVD 29 (??/??/92) 1606.748  (m)         5271.47   (f) ADJ UNCH    2 0
 LQ0518
 LQ0518.Superseded values are not recommended for survey control.
 LQ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0518.See file dsdata.txt to determine how the superseded data were derived.
 LQ0518
 LQ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF154342(NAD 83)
 LQ0518_MARKER: DR = REFERENCE MARK DISK
 LQ0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0518_STAMPING: BOLDT NO 1 1957
 LQ0518_MARK LOGO: CGS   
 LQ0518_PROJECTION: PROJECTING 10 CENTIMETERS
 LQ0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0518+STABILITY: SURFACE MOTION
 LQ0518
 LQ0518  HISTORY     - Date     Condition        Report By
 LQ0518  HISTORY     - 1957     MONUMENTED       CGS
 LQ0518  HISTORY     - 1984     GOOD             NGS
 LQ0518
 LQ0518                          STATION DESCRIPTION
 LQ0518
 LQ0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0518'10.7 MI NE FROM ELKO.
 LQ0518'10.7 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0518'IDAHO STREETS AT ELKO, THENCE 0.1 MILE NORTHWEST ACROSS COUNTRY, 60
 LQ0518'PACES NORTHWEST OF POWER POLE NO. 1147, 25.7 FEET SOUTHEAST OF STATION
 LQ0518'MARK, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND
 LQ0518'SURFACE.
 LQ0518
 LQ0518                          STATION RECOVERY (1984)
 LQ0518
 LQ0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0518'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 LQ0518'DESCRIPTION FOLLOWS.  14.15 KM (8.85 MI) NORTHEAST ALONG OLD US
 LQ0518'HIGHWAY 40 FROM THE COURTHOUSE AT ELKO, THENCE 3.75 KM (2.35 MI)
 LQ0518'NORTHEAST ALONG INTERSTATE 80, THENCE 0.15 KM (0.1 MI) NORTHWEST
 LQ0518'ACROSS COUNTRY TO THE TOP OF THE HIGHEST POINT OF A HILL, 9.7 METERS
 LQ0518'(32 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDON CONCRETE LINED
 LQ0518'WELL AND 7.7 METERS (25.5 FT) SOUTHEAST OF THE STATION.
 LQ0518'THE MARK IS 7.1 METERS  SE FROM A WITNESS POST.
 LQ0518'THE MARK IS 12.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0516 ***********************************************************************
 LQ0516  DESIGNATION -  BOLDT RM 2
 LQ0516  PID         -  LQ0516
 LQ0516  STATE/COUNTY-  NV/ELKO
 LQ0516  USGS QUAD   -  OSINO (1982)
 LQ0516
 LQ0516                         *CURRENT SURVEY CONTROL
 LQ0516  ___________________________________________________________________
 LQ0516* NAD 83(1986)-  40 57 04.     (N)    115 37 42.     (W)     SCALED    
 LQ0516* NAVD 88     -      1607.868  (meters)    5275.15   (feet)  ADJUSTED  
 LQ0516  ___________________________________________________________________
 LQ0516  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 LQ0516  DYNAMIC HT  -        1606.562 (meters)    5270.86  (feet)  COMP
 LQ0516  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 LQ0516
 LQ0516  VERT ORDER  -  SECOND    CLASS 0
 LQ0516
 LQ0516.The horizontal coordinates were scaled from a topographic map and have
 LQ0516.an estimated accuracy of +/- 6 seconds.
 LQ0516
 LQ0516.The orthometric height was determined by differential leveling
 LQ0516.and adjusted by the National Geodetic Survey in June 1991..
 LQ0516
 LQ0516.The geoid height was determined by GEOID03.
 LQ0516
 LQ0516.The dynamic height is computed by dividing the NAVD 88
 LQ0516.geopotential number by the normal gravity value computed on the
 LQ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0516.degrees latitude (g = 980.6199 gals.).
 LQ0516
 LQ0516.The modeled gravity was interpolated from observed gravity values.
 LQ0516
 LQ0516;                    North         East    Units  Estimated Accuracy
 LQ0516;SPC NV E     - 8,688,220.      196,210.      MT  (+/- 180 meters Scaled)
 LQ0516
 LQ0516                          SUPERSEDED SURVEY CONTROL
 LQ0516
 LQ0516  NGVD 29 (??/??/92) 1606.740  (m)         5271.45   (f) ADJ UNCH    2 0
 LQ0516
 LQ0516.Superseded values are not recommended for survey control.
 LQ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0516.See file dsdata.txt to determine how the superseded data were derived.
 LQ0516
 LQ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF154342(NAD 83)
 LQ0516_MARKER: DR = REFERENCE MARK DISK
 LQ0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0516_STAMPING: BOLDT NO 2 1957
 LQ0516_MARK LOGO: CGS   
 LQ0516_PROJECTION: PROJECTING 8 CENTIMETERS
 LQ0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0516+STABILITY: SURFACE MOTION
 LQ0516
 LQ0516  HISTORY     - Date     Condition        Report By
 LQ0516  HISTORY     - 1957     MONUMENTED       CGS
 LQ0516  HISTORY     - 1984     GOOD             NGS
 LQ0516
 LQ0516                          STATION DESCRIPTION
 LQ0516
 LQ0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0516'10.7 MI NE FROM ELKO.
 LQ0516'10.7 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0516'IDAHO STREETS AT ELKO, THENCE 0.1 MILE NORTHWEST ACROSS COUNTRY, 64
 LQ0516'PACES NORTHWEST OF POWER POLE NO. 1147, 25.5 FEET SOUTH OF STATION
 LQ0516'MARK, SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND
 LQ0516'SURFACE.
 LQ0516
 LQ0516                          STATION RECOVERY (1984)
 LQ0516
 LQ0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0516'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 LQ0516'DESCRIPTION FOLLOWS.  14.15 KM (8.85 MI) NORTHEAST ALONG OLD US
 LQ0516'HIGHWAY 40 FROM THE COURTHOUSE AT ELKO, THENCE 3.75 KM (2.35 MI)
 LQ0516'NORTHEAST ALONG INTERSTATE 80, THENCE 0.15 KM (0.1 MI) NORTHWEST
 LQ0516'ACROSS COUNTRY TO THE TOP OF THE HIGHEST POINT OF A HILL, 7.1 METERS
 LQ0516'(23.5 FT) SOUTHWEST OF THE STATION AND 3.6 METERS (12.5 FT) SOUTHWEST
 LQ0516'OF THE SOUTHWEST CORNER OF AN ABANDON CONCRETE WELL.
 LQ0516'THE MARK IS 8.3 METERS  SW FROM A WITNESS POST.
 LQ0516'THE MARK IS 12.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1594 ***********************************************************************
 KR1594  DESIGNATION -  BOLT
 KR1594  PID         -  KR1594
 KR1594  STATE/COUNTY-  NV/WASHOE
 KR1594  USGS QUAD   -  DERBY DAM (1985)
 KR1594
 KR1594                         *CURRENT SURVEY CONTROL
 KR1594  ___________________________________________________________________
 KR1594* NAD 83(1994)-  39 34 51.33434(N)    119 28 56.89647(W)     ADJUSTED  
 KR1594* NAVD 88     -      1598.8    (meters)    5245.     (feet)  VERTCON   
 KR1594  ___________________________________________________________________
 KR1594  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 KR1594  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 KR1594
 KR1594  HORZ ORDER  -  SECOND
 KR1594
 KR1594.The horizontal coordinates were established by classical geodetic methods
 KR1594.and adjusted by the National Geodetic Survey in June 1998..
 KR1594
 KR1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1594
 KR1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1594
 KR1594.The geoid height was determined by GEOID03.
 KR1594
 KR1594;                    North         East     Units Scale Factor Converg.
 KR1594;SPC NV W     - 4,536,473.252   722,758.959   MT  0.99997343   -0 34 22.5
 KR1594;SPC NV W     -14,883,412.66  2,371,251.68   sFT  0.99997343   -0 34 22.5
 KR1594;UTM  11      - 4,384,189.780   286,794.618   MT  1.00015969   -1 34 56.4
 KR1594
 KR1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1594!SPC NV W     -   0.99975300  x   0.99997343  =   0.99972644
 KR1594!UTM  11      -   0.99975300  x   1.00015969  =   0.99991265
 KR1594
 KR1594|---------------------------------------------------------------------|
 KR1594| PID    Reference Object                     Distance      Geod. Az  |
 KR1594|                                                           dddmmss.s |
 KR1594| DB6353 BOLT RM 1                            11.241 METERS 08921     |
 KR1594| DB6354 BOLT RM 2                             7.495 METERS 22251     |
 KR1594| KR1596 AIRWAY BCN 20 2 MI N OF CLARK       420.792 METERS 2682948.4 |
 KR1594|---------------------------------------------------------------------|
 KR1594
 KR1594                          SUPERSEDED SURVEY CONTROL
 KR1594
 KR1594  NAD 83(1992)-  39 34 51.34103(N)    119 28 56.88971(W) AD(       ) 2
 KR1594  NAD 83(1986)-  39 34 51.34220(N)    119 28 56.87920(W) AD(       ) 2
 KR1594  NAD 27      -  39 34 51.65640(N)    119 28 53.23550(W) AD(       ) 2
 KR1594  NGVD 29 (07/19/86) 1597.7    (m)         5242.     (f) VERT ANG       
 KR1594
 KR1594.Superseded values are not recommended for survey control.
 KR1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1594.See file dsdata.txt to determine how the superseded data were derived.
 KR1594
 KR1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8679584190(NAD 83)
 KR1594_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1594_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KR1594
 KR1594  HISTORY     - Date     Condition        Report By
 KR1594  HISTORY     - 1958     MONUMENTED       CGS
 KR1594
 KR1594                          STATION DESCRIPTION
 KR1594
 KR1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1594'THE STATION IS ABOUT 1-1/2 MILES NORTH OF U.S. HIGHWAY 40
 KR1594'FROM A POINT ABOUT OPPOSITE THE EAGLE-PICHER MILL.  THE MILL ROAD
 KR1594'TURN-OFF IS 12.6 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE
 KR1594'POST OFFICE IN WADSWORTH.  IT IS NEAR THE EAST END OF THE
 KR1594'HIGH HILL ON THE EXTENSION OF THE SAME RIDGE AS IS AIRWAY
 KR1594'BEACON 20, AND ABOUT 0.25 MILE EAST OF THE BEACON.
 KR1594'
 KR1594'TO REACH FROM THE 102 RANCH CAFE (14 MILES WEST ALONG U.S.
 KR1594'HIGHWAY 40 FROM WADSWORTH POST OFFICE), TURN OFF HIGHWAY AND
 KR1594'GO NORTH ON PAVED ROAD FOR 0.1 MILE.  TURN LEFT THROUGH
 KR1594'METAL GATE AND GO NORTH AND EAST ON BLADED ROAD (ROAD LEADS
 KR1594'TO BEACON) AND GO 1.1 MILES TO A REVERSE Y-FORK.  KEEP LEFT FORK
 KR1594'UP STEEP HILL FOR 0.55 MILE TO A POINT ABOUT 75 YARDS BEFORE
 KR1594'REACHING THE BEACON.  TURN LEFT AND GO NORTHEAST AND EAST
 KR1594'ACROSS COUNTRY ALONG THE TOP OF THE ROCKY RIDGE FOR 0.35 MILE
 KR1594'TO THE EAST END OF THE RIDGE AND THE STATION SITE ON THE
 KR1594'ROCKY POINT.  A 4-WHEEL DRIVE VEHICLE REQUIRED.
 KR1594'
 KR1594'THE STATION MARK, STAMPED BOLT NHD 1958, IS A STANDARD DISK
 KR1594'SET IN A MASS OF CONCRETE ABOUT 3 INCHES BELOW THE SURROUNDING
 KR1594'SURFACE.  NOTE--THE MARK WAS SET INDENTICAL WITH THE SMALL
 KR1594'CIRCLE IN THE TOP OF AN IRON BOLT WHICH WAS ESTABLISHED BY
 KR1594'THE NEVADA HIGHWAY SURVEY DEPARTMENT AND CALLED STATION BOLT.
 KR1594'THE BOLT WAS REMOVED.
 KR1594'
 KR1594'THE SUB-SURFACE MARK IS ALSO A STANDARD DISK, STAMPED AS
 KR1594'ABOVE, AND SET IN CONCRETE IN A DEPRESSION IN BEDROCK ABOUT
 KR1594'1-1/2 FEET BELOW THE SURFACE MARK.
 KR1594'
 KR1594'THE REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES
 KR1594'IN BOULDERS AND STAMPED BOLT 1958 NHD NO 1 AND NO 2 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0289 ***********************************************************************
 KR0289  DESIGNATION -  BOLT A
 KR0289  PID         -  KR0289
 KR0289  STATE/COUNTY-  NV/LYON
 KR0289  USGS QUAD   -  WEBER DAM (1987)
 KR0289
 KR0289                         *CURRENT SURVEY CONTROL
 KR0289  ___________________________________________________________________
 KR0289* NAD 83(1986)-  39 06 04.     (N)    118 46 32.     (W)     SCALED    
 KR0289* NAVD 88     -      1403.41   (+/-2cm)    4604.4    (feet)  VERTCON   
 KR0289  ___________________________________________________________________
 KR0289  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 KR0289
 KR0289  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0289
 KR0289.The horizontal coordinates were scaled from a topographic map and have
 KR0289.an estimated accuracy of +/- 6 seconds.
 KR0289
 KR0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0289.The vertical order pertains to the NGVD 29 superseded value.
 KR0289
 KR0289.The geoid height was determined by GEOID03.
 KR0289
 KR0289;                    North         East    Units  Estimated Accuracy
 KR0289;SPC NV W     - 4,482,840.      783,370.      MT  (+/- 180 meters Scaled)
 KR0289
 KR0289                          SUPERSEDED SURVEY CONTROL
 KR0289
 KR0289  NGVD 29 (??/??/92) 1402.348  (m)         4600.87   (f) ADJ UNCH    1 2
 KR0289
 KR0289.Superseded values are not recommended for survey control.
 KR0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0289.See file dsdata.txt to determine how the superseded data were derived.
 KR0289
 KR0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD464294(NAD 83)
 KR0289_MARKER: N = NAIL
 KR0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0289_SP_SET: CULVERT
 KR0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0289
 KR0289  HISTORY     - Date     Condition        Report By
 KR0289  HISTORY     - UNK      MONUMENTED       NVDH
 KR0289  HISTORY     - 1955     GOOD             NGS
 KR0289
 KR0289                          STATION DESCRIPTION
 KR0289
 KR0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0289'10.7 MI N FROM SCHURZ.
 KR0289'10.7 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE CROSSING OF THE
 KR0289'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, AT AN 18-INCH CORRUGATED
 KR0289'METAL PIPE CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 KR0289'HEAD WALL, 16.9 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 KR0289'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0308 ***********************************************************************
 KR0308  DESIGNATION -  BOLT B
 KR0308  PID         -  KR0308
 KR0308  STATE/COUNTY-  NV/CHURCHILL
 KR0308  USGS QUAD   -  ALLEN SPRINGS (1987)
 KR0308
 KR0308                         *CURRENT SURVEY CONTROL
 KR0308  ___________________________________________________________________
 KR0308* NAD 83(1986)-  39 13 33.     (N)    118 44 43.     (W)     SCALED    
 KR0308* NAVD 88     -      1264.65   (+/-2cm)    4149.1    (feet)  VERTCON   
 KR0308  ___________________________________________________________________
 KR0308  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 KR0308
 KR0308  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0308
 KR0308.The horizontal coordinates were scaled from a topographic map and have
 KR0308.an estimated accuracy of +/- 6 seconds.
 KR0308
 KR0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0308.The vertical order pertains to the NGVD 29 superseded value.
 KR0308
 KR0308.The geoid height was determined by GEOID03.
 KR0308
 KR0308;                    North         East    Units  Estimated Accuracy
 KR0308;SPC NV W     - 4,496,680.      786,020.      MT  (+/- 180 meters Scaled)
 KR0308
 KR0308                          SUPERSEDED SURVEY CONTROL
 KR0308
 KR0308  NGVD 29 (??/??/92) 1263.657  (m)         4145.85   (f) ADJ UNCH    1 2
 KR0308
 KR0308.Superseded values are not recommended for survey control.
 KR0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0308.See file dsdata.txt to determine how the superseded data were derived.
 KR0308
 KR0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD493432(NAD 83)
 KR0308_MARKER: N = NAIL
 KR0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0308_SP_SET: CULVERT
 KR0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0308
 KR0308  HISTORY     - Date     Condition        Report By
 KR0308  HISTORY     - UNK      MONUMENTED       NVDH
 KR0308  HISTORY     - 1955     GOOD             NGS
 KR0308  HISTORY     - 1965     MARK NOT FOUND   NGS
 KR0308
 KR0308                          STATION DESCRIPTION
 KR0308
 KR0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0308'17.6 MI S FROM FALLON.
 KR0308'17.6 MILES SOUTH ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 KR0308'FALLON, ON THE INSIDE OF A CURVE, AT AN 18-INCH CORRUGATED METAL PIPE
 KR0308'CULVERT, IN TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL, 28.4
 KR0308'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET LOWER
 KR0308'THAN THE HIGHWAY.
 KR0308
 KR0308                          STATION RECOVERY (1965)
 KR0308
 KR0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KR0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0312 ***********************************************************************
 KR0312  DESIGNATION -  BOLT C
 KR0312  PID         -  KR0312
 KR0312  STATE/COUNTY-  NV/CHURCHILL
 KR0312  USGS QUAD   -  SOUTH OF FALLON (1985)
 KR0312
 KR0312                         *CURRENT SURVEY CONTROL
 KR0312  ___________________________________________________________________
 KR0312* NAD 83(1986)-  39 15 40.     (N)    118 46 00.     (W)     SCALED    
 KR0312* NAVD 88     -      1213.69   (+/-2cm)    3981.9    (feet)  VERTCON   
 KR0312  ___________________________________________________________________
 KR0312  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 KR0312
 KR0312  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0312
 KR0312.The horizontal coordinates were scaled from a topographic map and have
 KR0312.an estimated accuracy of +/- 6 seconds.
 KR0312
 KR0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0312.The vertical order pertains to the NGVD 29 superseded value.
 KR0312
 KR0312.The geoid height was determined by GEOID03.
 KR0312
 KR0312;                    North         East    Units  Estimated Accuracy
 KR0312;SPC NV W     - 4,500,600.      784,180.      MT  (+/- 180 meters Scaled)
 KR0312
 KR0312                          SUPERSEDED SURVEY CONTROL
 KR0312
 KR0312  NGVD 29 (??/??/92) 1212.698  (m)         3978.66   (f) ADJ UNCH    1 2
 KR0312
 KR0312.Superseded values are not recommended for survey control.
 KR0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0312.See file dsdata.txt to determine how the superseded data were derived.
 KR0312
 KR0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD475472(NAD 83)
 KR0312_MARKER: N = NAIL
 KR0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0312_SP_SET: CULVERT
 KR0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0312
 KR0312  HISTORY     - Date     Condition        Report By
 KR0312  HISTORY     - UNK      MONUMENTED       NVDH
 KR0312  HISTORY     - 1955     GOOD             NGS
 KR0312  HISTORY     - 1965     MARK NOT FOUND   NGS
 KR0312
 KR0312                          STATION DESCRIPTION
 KR0312
 KR0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0312'14.9 MI S FROM FALLON.
 KR0312'14.9 MILES SOUTH ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 KR0312'FALLON, NEAR A GRAVEL PIT, 0.2 MILE SOUTHEAST OF THE NORTHWEST
 KR0312'ENTRANCE TO THE GRAVEL PIT, 0.2 MILE NORTHWEST OF THE SOUTHEAST
 KR0312'ENTRANCE TO THE GRAVEL PIT, AT A 30-INCH CORRUGATED METAL PIPE
 KR0312'CULVERT, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 KR0312'HEAD WALL, 20.1 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 KR0312'ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY.
 KR0312
 KR0312                          STATION RECOVERY (1965)
 KR0312
 KR0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KR0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1015 ***********************************************************************
 HQ1015  DESIGNATION -  BOMB
 HQ1015  PID         -  HQ1015
 HQ1015  STATE/COUNTY-  NV/NYE
 HQ1015  USGS QUAD   -  GOLD FLAT EAST (1988)
 HQ1015
 HQ1015                         *CURRENT SURVEY CONTROL
 HQ1015  ___________________________________________________________________
 HQ1015* NAD 83(1994)-  37 29 52.97874(N)    116 25 33.52107(W)     ADJUSTED  
 HQ1015* NAVD 88     -      1541.8    (meters)    5058.     (feet)  VERTCON   
 HQ1015  ___________________________________________________________________
 HQ1015  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 HQ1015  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 HQ1015
 HQ1015  HORZ ORDER  -  THIRD
 HQ1015
 HQ1015.The horizontal coordinates were established by classical geodetic methods
 HQ1015.and adjusted by the National Geodetic Survey in June 1998..
 HQ1015
 HQ1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1015
 HQ1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1015
 HQ1015.The geoid height was determined by GEOID03.
 HQ1015
 HQ1015;                    North         East     Units Scale Factor Converg.
 HQ1015;SPC NV C     - 6,304,924.067   521,281.437   MT  0.99990558   +0 08 47.5
 HQ1015;SPC NV C     -20,685,405.04  1,710,237.51   sFT  0.99990558   +0 08 47.5
 HQ1015;UTM  11      - 4,150,279.689   550,739.382   MT  0.99963171   +0 20 58.0
 HQ1015
 HQ1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1015!SPC NV C     -   0.99976219  x   0.99990558  =   0.99966779
 HQ1015!UTM  11      -   0.99976219  x   0.99963171  =   0.99939398
 HQ1015
 HQ1015|---------------------------------------------------------------------|
 HQ1015| PID    Reference Object                     Distance      Geod. Az  |
 HQ1015|                                                           dddmmss.s |
 HQ1015| DC9853 BOMB RM 1                             7.943 METERS 16841     |
 HQ1015| DC9852 BOMB AZ MK                                         2404522.3 |
 HQ1015| DC9854 BOMB RM 2                            11.530 METERS 26047     |
 HQ1015|---------------------------------------------------------------------|
 HQ1015
 HQ1015                          SUPERSEDED SURVEY CONTROL
 HQ1015
 HQ1015  NAD 83(1986)-  37 29 52.97515(N)    116 25 33.52969(W) AD(       ) 3
 HQ1015  NAD 27      -  37 29 53.17500(N)    116 25 30.35700(W) AD(       ) 3
 HQ1015  NGVD 29 (07/19/86) 1540.7    (m)         5055.     (f) VERT ANG       
 HQ1015
 HQ1015.Superseded values are not recommended for survey control.
 HQ1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1015.See file dsdata.txt to determine how the superseded data were derived.
 HQ1015
 HQ1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB5073950280(NAD 83)
 HQ1015_MARKER: DS = TRIANGULATION STATION DISK
 HQ1015_SETTING: 66 = SET IN ROCK OUTCROP
 HQ1015_STAMPING: BOMB 1950
 HQ1015_MARK LOGO: CGS   
 HQ1015_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ1015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ1015+STABILITY: POSITION/ELEVATION WELL
 HQ1015
 HQ1015  HISTORY     - Date     Condition        Report By
 HQ1015  HISTORY     - 1950     MONUMENTED       CGS
 HQ1015  HISTORY     - 1952     GOOD             AMS
 HQ1015  HISTORY     - 1962     GOOD             USGS
 HQ1015  HISTORY     - 19920623 GOOD             LORAER
 HQ1015
 HQ1015                          STATION DESCRIPTION
 HQ1015
 HQ1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ1015'THE STATION IS LOCATED ABOUT 48 MILES SOUTHEAST OF GOLDFIELD
 HQ1015'AND ABOUT 9 MILES SOUTHWEST OF GOLD REED, AT THE WEST EDGE OF A
 HQ1015'DRY LAKE BED THAT IS AT THE EASTERN EDGE OF GOLD FLAT.  THE
 HQ1015'STATION MARK IS SET 50 FEET SOUTH OF THE CENTER OF A TRACK
 HQ1015'ROAD AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  THE MARK
 HQ1015'IS STAMPED BOMB 1950.
 HQ1015'
 HQ1015'REFERENCE MARK NO. 1 PROJECTS ABOUT 1 INCH ABOVE THE GROUND
 HQ1015'AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.  THE IS
 HQ1015'MARK IS STAMPED BOMB NO 1 1950.
 HQ1015'
 HQ1015'REFERENCE MARK NO. 2 PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 HQ1015'AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.  THE MARK
 HQ1015'IS STAMPED BOMB NO 2 1950.
 HQ1015'
 HQ1015'THE AZIMUTH MARK IS SET 19 FEET NORTHWEST OF THE CENTER OF
 HQ1015'A TRACK ROAD AND PROJECTS ABOUT 6 INCHES.  THE MARK IS STAMPED
 HQ1015'BOMB 1950.  THERE IS A 1 X 4 BOARD SET IN CONCRETE 3 FEET WEST
 HQ1015'OF THE MARK.
 HQ1015'
 HQ1015'TO REACH THE STATION FROM TONOPAH, GO EAST ON U.S. HIGHWAY
 HQ1015'6 FOR 12.0 MILES TO A PAVED ROAD TO THE SOUTH.  TURN RIGHT
 HQ1015'AND FOLLOW THE PAVED ROAD SOUTHERLY FOR 22.3 MILES TO A DRY
 HQ1015'LAKE BED.  CONTINUE SOUTHERLY ACROSS THE DRY LAKE BED FOR
 HQ1015'1.3 MILES ONTO THE PAVED ROAD AGAIN.  CONTINUE SOUTHERLY FOR
 HQ1015'8.1 MILES TO WHERE THE PAVED ROAD TURNS LEFT.  TURN LEFT AND GO
 HQ1015'EASTERLY FOR 1.8 MILES TO THE END OF THE PAVED ROAD AT A WOODEN
 HQ1015'BUILDING ON THE LEFT AND A DUGOUT ON THE RIGHT.  CONTINUE
 HQ1015'STRAIGHT AHEAD ON THE MAIN TRAVELED DIRT ROAD FOR 6.3 MILES TO A
 HQ1015'FORK.  TURN RIGHT AND GO 3.7 MILES TO A FORK.  CONTINUE STRAIGHT
 HQ1015'AHEAD FOR 6.3 MILES TO A FORK.  TURN RIGHT AND GO 3.7 MILES TO A
 HQ1015'FORK.  CONTINUE STRAIGHT AHEAD FOR 1.8 MILES TO A CROSSROAD.
 HQ1015'CONTINUE STRAIGHT AHEAD FOR 4.6 MILES TO A DIAGONAL CROSSROAD.
 HQ1015'CONTINUE STRAIGHT AHEAD FOR 2.0 MILES TO A ROAD RIGHT.  TURN
 HQ1015'RIGHT AND GO 1.1 MILES TO A DIAGONAL CROSSROAD.  CONTINUE
 HQ1015'STRAIGHT AHEAD ON THE MAIN ROAD FOR 6.4 MILES TO A DIM
 HQ1015'CROSSROAD.  TURN LEFT AND GO EASTERLY FOR 2.15 MILES TO
 HQ1015'THE AZIMUTH MARK ON THE LEFT.  CONTINUE EASTERLY FOR 0.25
 HQ1015'MILE TO THE STATION ON THE RIGHT AT THE WEST EDGE OF THE
 HQ1015'DRY LAKE BED.  A DRIVE STATION.
 HQ1015
 HQ1015                          STATION RECOVERY (1952)
 HQ1015
 HQ1015'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ1015'STATION AND THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 HQ1015'
 HQ1015'THE AZIMUTH MARK WAS NOT VISITED.
 HQ1015'
 HQ1015'THE STATION IS LOCATED 50 FEET SE OF A DIM NE-SW TRAIL.  242 FEET
 HQ1015'SOUTH BY SSE OF THE SE POINT OF AN ISLAND OF BRUSH NEAR DRY
 HQ1015'LAKE SHORE.  366 FEET WEST BY WSW OF A NE POINT OF BRUSH ON
 HQ1015'THE SHORE LINE.  528 FEET ESE OF THE CENTER OF A SMALL, BARE,
 HQ1015'BASIN.
 HQ1015'
 HQ1015'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12 X 12
 HQ1015'INCH CONCRETE MONUMENT PROJECTING 0.2 FOOT ABOVE GROUND
 HQ1015'AND IS STAMPED BOMB 1950.
 HQ1015
 HQ1015                          STATION RECOVERY (1962)
 HQ1015
 HQ1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HQ1015'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37116-2, STATION 1002.
 HQ1015'STATION MARK--A STANDARD DISK STAMPED---BOMB 1950---, SET IN THE TOP
 HQ1015'OF A 12 X 12 INCH CONCRETE MONUMENT PROJECTING 0.2 FEET ABOVE GROUND.
 HQ1015
 HQ1015                          STATION RECOVERY (1992)
 HQ1015
 HQ1015'RECOVERY NOTE BY LORAL AEROSPACE 1992 (RH)
 HQ1015'MARKS LOCATED ON USAF BOMBING RANGE (NELLIS) , PERMISSION MUST BE
 HQ1015'OBTAINED TO ENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1320 ***********************************************************************
 JR1320  DESIGNATION -  BOMB
 JR1320  PID         -  JR1320
 JR1320  STATE/COUNTY-  NV/MINERAL
 JR1320  USGS QUAD   -  POWELL MTN NE (1987)
 JR1320
 JR1320                         *CURRENT SURVEY CONTROL
 JR1320  ___________________________________________________________________
 JR1320* NAD 83(1994)-  38 25 49.03765(N)    118 33 09.64407(W)     ADJUSTED  
 JR1320* NAVD 88     -      1746.2    (meters)    5729.     (feet)  VERTCON   
 JR1320  ___________________________________________________________________
 JR1320  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 JR1320  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 JR1320
 JR1320  HORZ ORDER  -  THIRD
 JR1320
 JR1320.The horizontal coordinates were established by classical geodetic methods
 JR1320.and adjusted by the National Geodetic Survey in June 1998..
 JR1320
 JR1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1320
 JR1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1320
 JR1320.The geoid height was determined by GEOID03.
 JR1320
 JR1320;                    North         East     Units Scale Factor Converg.
 JR1320;SPC NV W     - 4,408,361.526   802,676.378   MT  0.99990009   +0 01 08.6
 JR1320;SPC NV W     -14,463,099.44  2,633,447.42   sFT  0.99990009   +0 01 08.6
 JR1320;UTM  11      - 4,254,699.687   364,475.498   MT  0.99982619   -0 57 54.8
 JR1320
 JR1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1320!SPC NV W     -   0.99972997  x   0.99990009  =   0.99963009
 JR1320!UTM  11      -   0.99972997  x   0.99982619  =   0.99955621
 JR1320
 JR1320:                Primary Azimuth Mark                     Grid Az
 JR1320:SPC NV W     -  W 78                                     353 48 12.8
 JR1320:UTM  11      -  W 78                                     354 47 16.2
 JR1320
 JR1320|---------------------------------------------------------------------|
 JR1320| PID    Reference Object                     Distance      Geod. Az  |
 JR1320|                                                           dddmmss.s |
 JR1320| JR1028 W 78                                APPROX.19.6 KM 3534921.4 |
 JR1320|---------------------------------------------------------------------|
 JR1320
 JR1320                          SUPERSEDED SURVEY CONTROL
 JR1320
 JR1320  NAD 83(1992)-  38 25 49.03862(N)    118 33 09.63985(W) AD(       ) 3
 JR1320  NGVD 29 (06/01/94) 1745.0    (m)         5725.     (f) VERT ANG       
 JR1320
 JR1320.Superseded values are not recommended for survey control.
 JR1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1320.See file dsdata.txt to determine how the superseded data were derived.
 JR1320
 JR1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC6447554700(NAD 83)
 JR1320_MARKER: DS = TRIANGULATION STATION DISK
 JR1320_SETTING: 66 = SET IN ROCK OUTCROP
 JR1320_PROJECTION: FLUSH
 JR1320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR1320+STABILITY: POSITION/ELEVATION WELL
 JR1320
 JR1320  HISTORY     - Date     Condition        Report By
 JR1320  HISTORY     - 1954     MONUMENTED       USGS
 JR1320
 JR1320                          STATION DESCRIPTION
 JR1320
 JR1320'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JR1320'LOCATED ABOUT 7.8 MI. SE. OF HAWTHORNE AND 7.5 MI. ESE. OF LUCKY BOY
 JR1320'MINE, ON HIGHEST POINT OF SMALL GROUP OF HILLS AND OVERLOOKING USN OLD
 JR1320'BOMB DISPOSAL.
 JR1320'TO REACH FROM JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 31 IN
 JR1320'HAWTHORNE, DRIVE S. ON STATE HIGHWAY 31 FOR 9.4 MI. TO CROSSROADS,
 JR1320'TURN SHARP AND LEFT FOLLOWING MAIN RD. NE. FOR 2.1 MI. TO RD. FORKS,
 JR1320'TURN SHARP RIGHT AND FOLLOW RD. S. AND E. FOR 1 MI. TO BOMB DISPOSAL
 JR1320'GUARD SHACK.  (ACQUIRE PERMISSION TO PASS).  FOLLOW TRACK RD. N.
 JR1320'UPHILL CIRCLING TO E. ON STEEP RD. FOR 0.8 MI. TO SHARP BEND IN
 JR1320'TRACTOR TRAIL AND END OF RD.  PACK SE. ABOUT 50 YARDS TO HIGHEST POINT
 JR1320'AND STATION.
 JR1320'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---BOMB 1954---,
 JR1320'CEMENTED IN SOLID ROCK.
 JR1320'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN SOLID ROCK,
 JR1320'10.22 FT. FROM STATION MARK IN DIRECT 63 DEGREES 30 MINUTES.
 JR1320'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN SOLID ROCK,
 JR1320'7.81 FT. FROM STATION MARK IN DIRECT 145 DEGREES 51 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0213 ***********************************************************************
 GR0213  DESIGNATION -  BONE
 GR0213  PID         -  GR0213
 GR0213  STATE/COUNTY-  NV/CLARK
 GR0213  USGS QUAD   -  OVERTON NW (1983)
 GR0213
 GR0213                         *CURRENT SURVEY CONTROL
 GR0213  ___________________________________________________________________
 GR0213* NAD 83(1994)-  36 43 58.01263(N)    114 26 25.20286(W)     ADJUSTED  
 GR0213* NAVD 88     -       627.251  (meters)    2057.91   (feet)  POSTED    
 GR0213  ___________________________________________________________________
 GR0213  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 GR0213  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 GR0213  DYNAMIC HT  -         626.640 (meters)    2055.90  (feet)  COMP
 GR0213  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 GR0213
 GR0213  HORZ ORDER  -  SECOND
 GR0213  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0213
 GR0213.The horizontal coordinates were established by classical geodetic methods
 GR0213.and adjusted by the National Geodetic Survey in June 1998..
 GR0213
 GR0213.The orthometric height was determined by differential leveling
 GR0213.and adjusted by the National Geodetic Survey in 1992..
 GR0213.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0213.rate of 2.1 thru 3.0 mm/km.
 GR0213
 GR0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0213
 GR0213.The geoid height was determined by GEOID03.
 GR0213
 GR0213.The dynamic height is computed by dividing the NAVD 88
 GR0213.geopotential number by the normal gravity value computed on the
 GR0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0213.degrees latitude (g = 980.6199 gals.).
 GR0213
 GR0213.The modeled gravity was interpolated from observed gravity values.
 GR0213
 GR0213;                    North         East     Units Scale Factor Converg.
 GR0213;SPC NV E     - 8,220,585.069   302,086.927   MT  1.00002835   +0 41 01.2
 GR0213;SPC NV E     -26,970,369.51    991,096.86   sFT  1.00002835   +0 41 01.2
 GR0213;UTM  11      - 4,068,284.305   728,565.336   MT  1.00024366   +1 31 53.6
 GR0213
 GR0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0213!SPC NV E     -   0.99990577  x   1.00002835  =   0.99993411
 GR0213!UTM  11      -   0.99990577  x   1.00024366  =   1.00014940
 GR0213
 GR0213|---------------------------------------------------------------------|
 GR0213| PID    Reference Object                     Distance      Geod. Az  |
 GR0213|                                                           dddmmss.s |
 GR0213| GR0214 BONE RM 1                             7.824 METERS 12255     |
 GR0213| GR0215 BONE RM 2                             8.214 METERS 16906     |
 GR0213| GR1832 CANDY                               APPROX. 6.0 KM 3082728.1 |
 GR0213|---------------------------------------------------------------------|
 GR0213
 GR0213                          SUPERSEDED SURVEY CONTROL
 GR0213
 GR0213  NAD 83(1994)-  36 43 58.01219(N)    114 26 25.20112(W) AD(       ) 2
 GR0213  NAD 83(1992)-  36 43 58.01121(N)    114 26 25.20181(W) AD(       ) 2
 GR0213  NAD 83(1986)-  36 43 58.00614(N)    114 26 25.19718(W) AD(       ) 2
 GR0213  NAD 27      -  36 43 58.10300(N)    114 26 22.26400(W) AD(       ) 2
 GR0213  NGVD 29 (??/??/92)  626.57   (m)         2055.7    (f) COMPUTED    2 0
 GR0213
 GR0213.Superseded values are not recommended for survey control.
 GR0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0213.See file dsdata.txt to determine how the superseded data were derived.
 GR0213
 GR0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2856568284(NAD 83)
 GR0213_MARKER: DS = TRIANGULATION STATION DISK
 GR0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0213_STAMPING: BONE 1956
 GR0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0213+STABILITY: SURFACE MOTION
 GR0213
 GR0213  HISTORY     - Date     Condition        Report By
 GR0213  HISTORY     - 1957     MONUMENTED       CGS
 GR0213  HISTORY     - 1957     GOOD             NGS
 GR0213  HISTORY     - 1971     GOOD             LAWPC
 GR0213  HISTORY     - 1972     GOOD             LAWPC
 GR0213  HISTORY     - 19790214 GOOD             USGS
 GR0213
 GR0213                          STATION DESCRIPTION
 GR0213
 GR0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR0213'THE STATION IS LOCATED ON A LOW RIDGE THAT OVERLOOKS THE
 GR0213'VALLEY TO THE EAST AND IS SLIGHTLY HIGHER TO THE WEST, ABOUT
 GR0213'8 MILES NORTHEAST OF GLENDALE IN T 14 S, R 67 E SECTION 12
 GR0213'NE 1/4.
 GR0213'
 GR0213'TO REACH FROM THE STANDARD SERVICE STATION IN GLENDALE, GO
 GR0213'EASTERLY ON U.S. HIGHWAY NO. 91 FOR 2.7 MILES TO JUNCTION
 GR0213'WITH STATE HIGHWAY NO 12, CONTINUE EASTERLY ON U.S. HIGHWAY
 GR0213'NO. 91 FOR 6.25 MILE TO STATION ON THE LEFT (NORTH) SIDE
 GR0213'OF HIGHWAY.
 GR0213'
 GR0213'THE STATION IS ABOUT 205 FEET NORTH OF U.S. HIGHWAY NO. 91,
 GR0213'66 FEET EAST OF A NEVADA STATE HIGHWAY ROAD-RIGHT-OF-WAY
 GR0213'MARKER AND 8 FEET NORTH OF 4 X 4 WITNESS POST.  IT IS A
 GR0213'STANDARD DISK SET IN CONCRETE 10 INCHES SQUARE AND PROJECTING
 GR0213'3 INCHES.  IT IS STAMPED BONE 1956.
 GR0213'
 GR0213'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE ABOUT
 GR0213'10 INCHES SQUARE AND PROJECTING 3 INCHES.  IT IS STAMPED
 GR0213'BONE NO 1 1956.
 GR0213'
 GR0213'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE
 GR0213'ABOUT 10 INCHES SQUARE AND PROJECTING 3 INCHES.  IT IS STAMPED
 GR0213'BONE NO 2 1956.
 GR0213'
 GR0213'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 20.7 FT.
 GR0213
 GR0213                          STATION RECOVERY (1957)
 GR0213
 GR0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GR0213'21.95 MI SW FROM MESQUITE.
 GR0213'21.95 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0213'OFFICE IN MESQUITE, AND 6.2 MILES EAST OF THE JUNCTION OF STATE ROUTE
 GR0213'12, 200 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 141.6 FEET
 GR0213'NORTHEAST OF T 139, 66 FEET EAST OF A WHITE HIGHWAY RIGHT-OF-WAY
 GR0213'MARKER POST AND 8 FEET NORTH OF A 4 X 4 WHITE WITNESS POST.  IT IS A
 GR0213'STANDARD DISK SET IN A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 GR0213'INCHES.
 GR0213
 GR0213                          STATION RECOVERY (1971)
 GR0213
 GR0213'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GR0213'BONE 1956-RECOVERED IN GOOD CONDITION.
 GR0213'
 GR0213'FOUND BY HELICOPTER.
 GR0213
 GR0213                          STATION RECOVERY (1972)
 GR0213
 GR0213'RECOVERY NOTE BY LA WTR AND PWR COMM 1972 (MSB)
 GR0213'BONE 1956-GOOD.
 GR0213
 GR0213                          STATION RECOVERY (1979)
 GR0213
 GR0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RWH)
 GR0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0214 ***********************************************************************
 GR0214  DESIGNATION -  BONE RM 1
 GR0214  PID         -  GR0214
 GR0214  STATE/COUNTY-  NV/CLARK
 GR0214  USGS QUAD   -  OVERTON NW (1983)
 GR0214
 GR0214                         *CURRENT SURVEY CONTROL
 GR0214  ___________________________________________________________________
 GR0214* NAD 83(1986)-  36 43 58.     (N)    114 26 25.     (W)     SCALED    
 GR0214* NAVD 88     -       627.121  (meters)    2057.48   (feet)  POSTED    
 GR0214  ___________________________________________________________________
 GR0214  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 GR0214  DYNAMIC HT  -         626.510 (meters)    2055.47  (feet)  COMP
 GR0214  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 GR0214
 GR0214  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0214
 GR0214.The horizontal coordinates were scaled from a topographic map and have
 GR0214.an estimated accuracy of +/- 6 seconds.
 GR0214
 GR0214.The orthometric height was determined by differential leveling
 GR0214.and adjusted by the National Geodetic Survey in 1992..
 GR0214.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0214.rate of 2.1 thru 3.0 mm/km.
 GR0214
 GR0214.The geoid height was determined by GEOID03.
 GR0214
 GR0214.The dynamic height is computed by dividing the NAVD 88
 GR0214.geopotential number by the normal gravity value computed on the
 GR0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0214.degrees latitude (g = 980.6199 gals.).
 GR0214
 GR0214.The modeled gravity was interpolated from observed gravity values.
 GR0214
 GR0214;                    North         East    Units  Estimated Accuracy
 GR0214;SPC NV E     - 8,220,590.      302,090.      MT  (+/- 180 meters Scaled)
 GR0214
 GR0214                          SUPERSEDED SURVEY CONTROL
 GR0214
 GR0214  NGVD 29 (??/??/92)  626.44   (m)         2055.2    (f) COMPUTED    2 0
 GR0214
 GR0214.Superseded values are not recommended for survey control.
 GR0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0214.See file dsdata.txt to determine how the superseded data were derived.
 GR0214
 GR0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA285682(NAD 83)
 GR0214_MARKER: DR = REFERENCE MARK DISK
 GR0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0214_STAMPING: BONE NO 1 1956
 GR0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0214+STABILITY: SURFACE MOTION
 GR0214
 GR0214  HISTORY     - Date     Condition        Report By
 GR0214  HISTORY     - 1956     MONUMENTED       CGS
 GR0214  HISTORY     - 1957     GOOD             NGS
 GR0214  HISTORY     - 19790214 GOOD             USGS
 GR0214
 GR0214                          STATION DESCRIPTION
 GR0214
 GR0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0214'21.95 MI SW FROM MESQUITE.
 GR0214'21.95 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0214'OFFICE IN MESQUITE, AND 6.2 MILES EAST FROM THE JUNCTION OF STATE
 GR0214'ROUTE 12, 25.69 FEET SOUTHEAST OF THE STATION MARK.  IT IS A STANDARD
 GR0214'DISK SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GR0214
 GR0214                          STATION RECOVERY (1979)
 GR0214
 GR0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RWH)
 GR0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0215 ***********************************************************************
 GR0215  DESIGNATION -  BONE RM 2
 GR0215  PID         -  GR0215
 GR0215  STATE/COUNTY-  NV/CLARK
 GR0215  USGS QUAD   -  OVERTON NW (1983)
 GR0215
 GR0215                         *CURRENT SURVEY CONTROL
 GR0215  ___________________________________________________________________
 GR0215* NAD 83(1986)-  36 43 58.     (N)    114 26 25.     (W)     SCALED    
 GR0215* NAVD 88     -       626.997  (meters)    2057.07   (feet)  POSTED    
 GR0215  ___________________________________________________________________
 GR0215  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 GR0215  DYNAMIC HT  -         626.390 (meters)    2055.08  (feet)  COMP
 GR0215  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 GR0215
 GR0215  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0215
 GR0215.The horizontal coordinates were scaled from a topographic map and have
 GR0215.an estimated accuracy of +/- 6 seconds.
 GR0215
 GR0215.The orthometric height was determined by differential leveling
 GR0215.and adjusted by the National Geodetic Survey in 1992..
 GR0215.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0215.rate of 2.1 thru 3.0 mm/km.
 GR0215
 GR0215.The geoid height was determined by GEOID03.
 GR0215
 GR0215.The dynamic height is computed by dividing the NAVD 88
 GR0215.geopotential number by the normal gravity value computed on the
 GR0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0215.degrees latitude (g = 980.6199 gals.).
 GR0215
 GR0215.The modeled gravity was interpolated from observed gravity values.
 GR0215
 GR0215;                    North         East    Units  Estimated Accuracy
 GR0215;SPC NV E     - 8,220,590.      302,090.      MT  (+/- 180 meters Scaled)
 GR0215
 GR0215                          SUPERSEDED SURVEY CONTROL
 GR0215
 GR0215  NGVD 29 (??/??/92)  626.32   (m)         2054.9    (f) COMPUTED    2 0
 GR0215
 GR0215.Superseded values are not recommended for survey control.
 GR0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0215.See file dsdata.txt to determine how the superseded data were derived.
 GR0215
 GR0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA285682(NAD 83)
 GR0215_MARKER: DR = REFERENCE MARK DISK
 GR0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0215_STAMPING: BONE NO 2 1956
 GR0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0215+STABILITY: SURFACE MOTION
 GR0215
 GR0215  HISTORY     - Date     Condition        Report By
 GR0215  HISTORY     - 1956     MONUMENTED       CGS
 GR0215  HISTORY     - 1957     GOOD             NGS
 GR0215  HISTORY     - 19790214 GOOD             USGS
 GR0215
 GR0215                          STATION DESCRIPTION
 GR0215
 GR0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0215'21.95 MI SW FROM MESQUITE.
 GR0215'21.95 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0215'OFFICE IN MESQUITE, AND 6.2 MILES EAST OF THE JUNCTION WITH STATE
 GR0215'ROUTE 12, 26.95 FEET SOUTHWEST OF THE STATION MARK.  IT IS A STANDARD
 GR0215'DISK SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 GR0215
 GR0215                          STATION RECOVERY (1979)
 GR0215
 GR0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RWH)
 GR0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1836 ***********************************************************************
 GR1836  DESIGNATION -  BONELLI
 GR1836  PID         -  GR1836
 GR1836  STATE/COUNTY-  NV/CLARK
 GR1836  USGS QUAD   -  JUMBO PEAK (1983)
 GR1836
 GR1836                         *CURRENT SURVEY CONTROL
 GR1836  ___________________________________________________________________
 GR1836* NAD 83(1994)-  36 08 55.96930(N)    114 14 57.07579(W)     ADJUSTED  
 GR1836* NAVD 88     -      1626.5    (meters)    5336.     (feet)  VERTCON   
 GR1836  ___________________________________________________________________
 GR1836  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 GR1836  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 GR1836
 GR1836  HORZ ORDER  -  FIRST
 GR1836
 GR1836.The horizontal coordinates were established by classical geodetic methods
 GR1836.and adjusted by the National Geodetic Survey in June 1998..
 GR1836
 GR1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1836
 GR1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1836
 GR1836.The geoid height was determined by GEOID03.
 GR1836
 GR1836;                    North         East     Units Scale Factor Converg.
 GR1836;SPC NV E     - 8,156,013.253   320,056.305   MT  1.00007754   +0 47 13.5
 GR1836;SPC NV E     -26,758,520.15  1,050,051.39   sFT  1.00007754   +0 47 13.5
 GR1836;UTM  11      - 4,003,967.744   747,486.493   MT  1.00035475   +1 37 24.6
 GR1836
 GR1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1836!SPC NV E     -   0.99974904  x   1.00007754  =   0.99982656
 GR1836!UTM  11      -   0.99974904  x   1.00035475  =   1.00010370
 GR1836
 GR1836:                Primary Azimuth Mark                     Grid Az
 GR1836:SPC NV E     -  VIRGIN                                   015 03 00.9
 GR1836:UTM  11      -  VIRGIN                                   014 12 49.8
 GR1836
 GR1836|---------------------------------------------------------------------|
 GR1836| PID    Reference Object                     Distance      Geod. Az  |
 GR1836|                                                           dddmmss.s |
 GR1836| GR1817 VIRGIN                              APPROX.53.7 KM 0155014.4 |
 GR1836| CC5232 BONELLI RM 1                          5.020 METERS 19012     |
 GR1836| CC5233 BONELLI RM 2                          5.770 METERS 28518     |
 GR1836| GR1839 MUDDY PEAK                          APPROX.44.0 KM 2904213.7 |
 GR1836| CC5234 BONELLI RM 3 AZIMUTH                               30431     |
 GR1836|---------------------------------------------------------------------|
 GR1836
 GR1836                          SUPERSEDED SURVEY CONTROL
 GR1836
 GR1836  NAD 83(1994)-  36 08 55.96927(N)    114 14 57.07594(W) AD(       ) 1
 GR1836  NAD 83(1992)-  36 08 55.96934(N)    114 14 57.07589(W) AD(       ) 1
 GR1836  NAD 83(1986)-  36 08 55.95856(N)    114 14 57.07191(W) AD(       ) 1
 GR1836  NAD 27      -  36 08 56.01500(N)    114 14 54.18600(W) AD(       ) 1
 GR1836  NGVD 29 (06/27/88) 1625.8    (m)         5334.     (f) VERT ANG       
 GR1836
 GR1836.Superseded values are not recommended for survey control.
 GR1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1836.See file dsdata.txt to determine how the superseded data were derived.
 GR1836
 GR1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA4748603968(NAD 83)
 GR1836_MARKER: DS = TRIANGULATION STATION DISK
 GR1836_SETTING: 66 = SET IN ROCK OUTCROP
 GR1836
 GR1836  HISTORY     - Date     Condition        Report By
 GR1836  HISTORY     - 1935     MONUMENTED       CGS
 GR1836  HISTORY     - 1948     GOOD             USGS
 GR1836  HISTORY     - 1951     GOOD             USGS
 GR1836  HISTORY     - 1972     GOOD             AZHD
 GR1836
 GR1836                          STATION DESCRIPTION
 GR1836
 GR1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 GR1836'STATION IS ON THE HIGHEST POINT OF A HIGH SHARP PEAK THAT
 GR1836'LIES ABOUT 11 MILES E OF THE MOUTH OF THE VIRGIN RIVER AND
 GR1836'ABOUT 6 MILES NE OF THE COLORADO RIVER, THE PEAK IS ON THE
 GR1836'E END OF A LONG HIGH RIDGE.
 GR1836'
 GR1836'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 GR1836'DRILL HOLES IN OUTCROPPING BEDROCK.
 GR1836'
 GR1836'REACHED FROM BUNKERVILLE AS FOLLOWS--GO W ON U.S. HIGHWAY
 GR1836'91, FOR 5.5 MILES, TURN LEFT AT THE S END OF THE BRIDGE AND
 GR1836'GO 1.5 MILES ON DIRT ROAD TO RANCH HOUSE, TAKE LEFT FORK (JUST
 GR1836'ACROSS BRIDGE) AND GO SE TOWARD VIRGIN PEAK, 6.8 MILES TO
 GR1836'TOP OF SUMMIT.  CONTINUE ON MAIN-TRAVELED ROAD 13.4 MILES TO
 GR1836'SIGN (BUNKERVILLE 26) TAKE LEFT FORK AND GO SE 3.0 MILES TO
 GR1836'INTERSECTION OF ST. THOMAS ROAD.  CONTINUE E INTO WASH, TURN
 GR1836'RIGHT AND GO 0.2 MILE, TURN SHARP LEFT AND GO 2.0 MILES, TAKE
 GR1836'RIGHT FORK AND GO 5.5 MILES, LEAVE WASH AND GO 8.4 MILES
 GR1836'TO RANCH HOUSE, TURN RIGHT THROUGH CORRAL, GO 0.8 MILE TAKE
 GR1836'RIGHT FORK, GO 2.6 MILES, TAKE LEFT FORK, GO 6.1 MILES TO
 GR1836'THE MOUTH OF A CANYON (ABOUT 1/2 OF THE PEAK CAN BE SEEN
 GR1836'FROM HERE), TURN RIGHT UP CANYON AND GO 1.0 MILE TO END
 GR1836'OF TRUCK TRAVEL.  FROM THIS POINT THE PEAK LIES SSE ABOUT
 GR1836'2.0 MILES.  IT IS A 2-HOUR PACK.
 GR1836
 GR1836                          STATION RECOVERY (1948)
 GR1836
 GR1836'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 GR1836'RECOVERED IN GOOD CONDITION.
 GR1836
 GR1836                          STATION RECOVERY (1951)
 GR1836
 GR1836'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1836'RECOVERED IN GOOD CONDITION.
 GR1836
 GR1836                          STATION RECOVERY (1972)
 GR1836
 GR1836'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 GR1836'GENERAL LOCATION ON A HIGH SHARP PEAK ABOUT 11 MILES E
 GR1836'OF THE MOUTH OF THE VIRGIN RIVER AND ABOUT 6 MILES NE OF
 GR1836'THE COLORADO RIVER.
 GR1836'
 GR1836'TO REACH AS PER USC AND GS DESCRIPTION AND RECOVERY NOTES.
 GR1836'
 GR1836'STATION MARK STD USC AND GS BC SET IN BEDROCK STAMPED
 GR1836'BONELLI 1935.
 GR1836'
 GR1836'REFERENCE MARKS STD USC AND GS BC, SET IN BEDROCK STAMPED
 GR1836'BONELLI NO 1 AND NO 2 1935 RESPECTIVELY.
 GR1836'
 GR1836'AZIMUTH MARK NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0662 ***********************************************************************
 LS0662  DESIGNATION -  BONHAM
 LS0662  PID         -  LS0662
 LS0662  STATE/COUNTY-  NV/WASHOE
 LS0662  USGS QUAD   -  REYNARD (1990)
 LS0662
 LS0662                         *CURRENT SURVEY CONTROL
 LS0662  ___________________________________________________________________
 LS0662* NAD 83(1994)-  40 22 37.43008(N)    119 44 59.09745(W)     ADJUSTED  
 LS0662* NAVD 88     -      1174.1    (meters)    3852.     (feet)  VERTCON   
 LS0662  ___________________________________________________________________
 LS0662  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 LS0662  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 LS0662
 LS0662  HORZ ORDER  -  THIRD
 LS0662
 LS0662.The horizontal coordinates were established by classical geodetic methods
 LS0662.and adjusted by the National Geodetic Survey in June 1998..
 LS0662
 LS0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0662
 LS0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0662
 LS0662.The geoid height was determined by GEOID03.
 LS0662
 LS0662;                    North         East     Units Scale Factor Converg.
 LS0662;SPC NV W     - 4,625,129.929   700,954.059   MT  1.00002072   -0 45 20.5
 LS0662;SPC NV W     -15,174,280.44  2,299,713.44   sFT  1.00002072   -0 45 20.5
 LS0662;UTM  11      - 4,473,239.280   266,563.783   MT  1.00027083   -1 46 55.7
 LS0662
 LS0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0662!SPC NV W     -   0.99981950  x   1.00002072  =   0.99984021
 LS0662!UTM  11      -   0.99981950  x   1.00027083  =   1.00009028
 LS0662
 LS0662|---------------------------------------------------------------------|
 LS0662| PID    Reference Object                     Distance      Geod. Az  |
 LS0662|                                                           dddmmss.s |
 LS0662| CS7077 BONHAM RM 2                           8.717 METERS 11607     |
 LS0662| CS7076 BONHAM RM 1                          12.116 METERS 17546     |
 LS0662|---------------------------------------------------------------------|
 LS0662
 LS0662                          SUPERSEDED SURVEY CONTROL
 LS0662
 LS0662  NAD 83(1992)-  40 22 37.43218(N)    119 44 59.10021(W) AD(       ) 3
 LS0662  NAD 83(1986)-  40 22 37.43880(N)    119 44 59.09492(W) AD(       ) 3
 LS0662  NGVD 29 (10/14/92) 1173.1    (m)         3849.     (f) VERT ANG       
 LS0662
 LS0662.Superseded values are not recommended for survey control.
 LS0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0662.See file dsdata.txt to determine how the superseded data were derived.
 LS0662
 LS0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE6656473239(NAD 83)
 LS0662_MARKER: DS = TRIANGULATION STATION DISK
 LS0662_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LS0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0662
 LS0662  HISTORY     - Date     Condition        Report By
 LS0662  HISTORY     - 1964     MONUMENTED       USGS
 LS0662
 LS0662                          STATION DESCRIPTION
 LS0662
 LS0662'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LS0662'LOCATED ABOUT 5 MI NNE. OF BONHAM RANCH, ABOUT 4.5 MI NW. OF
 LS0662'SANO.  ON SMOKE CREEK DESERT ON PYRAMID LAKE INDIAN RESERVATION
 LS0662'BOUNDARY.
 LS0662'
 LS0662'STATION REACHED BY HELICOPTER.  TO REACH FROM SANO, GO ABOUT 2.5
 LS0662'MI N. ON DIRT RD. ON WEST SIDE OF WESTERN PACIFIC TRACK.  TURN
 LS0662'LEFT (W.) CROSS-COUNTRY ABOUT 3 MI.  (4-WHEEL DRIVE REQUIRED)
 LS0662'
 LS0662'STATION MARK--STANDARD TABLET STAMPED---BONHAM 1964---, IN CONCRETE
 LS0662'POST PROJECTING 0.4 FT.
 LS0662'
 LS0662'RM 1--CEMENT BLOCK WITH CHISELED CROSS, IN LOCATION OF BOUNDARY
 LS0662'MONUMENT 71-1/2 PLIR, PROJECTING ABOUT 0.3 FT.  (BOUNDARY
 LS0662'MONUMENT PIPE WAS RUSTED AWAY COMPLETELY, ONLY CAP REMAINED.)
 LS0662'
 LS0662'RM 2--STANDARD RM TABLET STAMPED---NO 2 1964---, IN CONCRETE POST
 LS0662'PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0563 ***********************************************************************
 LS0563  DESIGNATION -  BONIT
 LS0563  PID         -  LS0563
 LS0563  STATE/COUNTY-  NV/PERSHING
 LS0563  USGS QUAD   -  ALPHA MOUNTAIN (1971)
 LS0563
 LS0563                         *CURRENT SURVEY CONTROL
 LS0563  ___________________________________________________________________
 LS0563* NAD 83(1994)-  40 46 40.94082(N)    118 15 15.53893(W)     ADJUSTED  
 LS0563* NAVD 88     -      1552.9    (meters)    5095.     (feet)  VERTCON   
 LS0563  ___________________________________________________________________
 LS0563  LAPLACE CORR-           7.54  (seconds)                    DEFLEC99
 LS0563  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 LS0563
 LS0563  HORZ ORDER  -  SECOND
 LS0563
 LS0563.The horizontal coordinates were established by classical geodetic methods
 LS0563.and adjusted by the National Geodetic Survey in June 1998..
 LS0563
 LS0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0563
 LS0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0563
 LS0563.The geoid height was determined by GEOID03.
 LS0563
 LS0563;                    North         East     Units Scale Factor Converg.
 LS0563;SPC NV W     - 4,669,050.988   827,771.804   MT  0.99990949   +0 12 53.6
 LS0563;SPC NV W     -15,318,378.12  2,715,781.33   sFT  0.99990949   +0 12 53.6
 LS0563;UTM  11      - 4,514,874.536   394,155.723   MT  0.99973789   -0 49 09.5
 LS0563
 LS0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0563!SPC NV W     -   0.99975980  x   0.99990949  =   0.99966931
 LS0563!UTM  11      -   0.99975980  x   0.99973789  =   0.99949775
 LS0563
 LS0563|---------------------------------------------------------------------|
 LS0563| PID    Reference Object                     Distance      Geod. Az  |
 LS0563|                                                           dddmmss.s |
 LS0563| DB6358 BONIT RM 1                            9.285 METERS 13116     |
 LS0563| DB6359 BONIT RM 2                            4.421 METERS 22050     |
 LS0563| DB6357 BONIT AZ MK                                        3340404.6 |
 LS0563|---------------------------------------------------------------------|
 LS0563
 LS0563                          SUPERSEDED SURVEY CONTROL
 LS0563
 LS0563  NAD 83(1986)-  40 46 40.94728(N)    118 15 15.53254(W) AD(       ) 2
 LS0563  NAD 27      -  40 46 41.29250(N)    118 15 11.99970(W) AD(       ) 2
 LS0563  NGVD 29 (07/19/86) 1551.9    (m)         5092.     (f) VERT ANG       
 LS0563
 LS0563.Superseded values are not recommended for survey control.
 LS0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0563.See file dsdata.txt to determine how the superseded data were derived.
 LS0563
 LS0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF9415614875(NAD 83)
 LS0563_MARKER: DS = TRIANGULATION STATION DISK
 LS0563_SETTING: 66 = SET IN ROCK OUTCROP
 LS0563
 LS0563  HISTORY     - Date     Condition        Report By
 LS0563  HISTORY     - 1958     MONUMENTED       CGS
 LS0563
 LS0563                          STATION DESCRIPTION
 LS0563
 LS0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0563'THE STATION IS LOCATED AIRLINE ABOUT 10 MILES NORTH-NORTHWEST
 LS0563'OF IMLAY, 11-1/2 MILES SOUTHEAST OF JUNGO, ON A PROMINENT
 LS0563'HILL ON THE EXTREME WESTERN EDGE OF THE EUGENE MOUNTAINS AT
 LS0563'THE MOUTH OF BONITA CANYON.
 LS0563'
 LS0563'TO REACH THE STATION FROM THE U.S. POST OFFICE IN IMLAY, GO
 LS0563'SOUTHWEST 0.4 MILE ON A GRAVEL ROAD TO PAVEMENT.  CONTINUE
 LS0563'ALONG THE SOUTH SIDE OF THE RAILROAD 0.5 MILE TO A GRAVEL
 LS0563'CROSSROAD.  TURN RIGHT, NORTH, AND GO 0.1 MILE TO A FORK
 LS0563'JUST AFTER CROSSING THE RAILROAD.  TAKE THE LEFT FORK AND
 LS0563'GO NORTHWEST 3.8 MILES TO A BRIDGE ACROSS THE HUMBOLDT RIVER.
 LS0563'CONTINUE GENERALLY WEST ON THE MOST TRAVELED ROAD 3.7 MILES
 LS0563'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND CONTINUE
 LS0563'NORTHERLY 3.2 MILES ON A TRACK ROAD PAST A WINDMILL TO A FORK.
 LS0563'TAKE THE RIGHT FORK AND GO NORTH-NORTHEAST 1.9 MILES TO
 LS0563'A FORK SHARP RIGHT AND THE BASE OF THE STATION HILL ON
 LS0563'THE RIGHT.  (THE AZIMUTH MARK IS 0.3 MILE BEYOND THIS
 LS0563'POINT ON THE MAIN ROAD AT A WINDMILL OVER BONITA CANYON
 LS0563'WELL.) TURN RIGHT AND DRIVE AS FAR AS POSSIBLE UP THE BASE
 LS0563'OF THE HILL AND END OF TRUCK TRAVEL.  PACK EAST TO THE
 LS0563'HIGHEST POINT AND STATION.  THIS IS ABOUT 15 MINUTES PACK.
 LS0563'
 LS0563'THE STATION MARK IS A STANDARD DISK STAMPED BONIT 1958 CEMENTED
 LS0563'IN A DRILL HOLE IN A BEDROCK OUTCROP ON THE HIGHEST POINT OF THE
 LS0563'HILL.  THE ROCK IS ABOUT 1 FOOT BY 2 FEET AND PROJECTS ABOUT
 LS0563'2 INCHES ABOVE THE GROUND.
 LS0563'
 LS0563'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BONIT NO
 LS0563'1 1958 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT
 LS0563'3 FEET LONG AND 2 FEET WIDE PROJECTING 3 FEET ON ITS SOUTH
 LS0563'SIDE.  IT IS APPROXIMATELY 7 FEET LOWER THAN THE STATION
 LS0563'MARK.
 LS0563'
 LS0563'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BONIT NO
 LS0563'2 1958 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT
 LS0563'2 FEET SQUARE PROJECTING 2 FEET ON ITS SOUTH SIDE AND 1 FOOT
 LS0563'ON ITS EAST AND WEST SIDES.  IT IS APPROXIMATELY 1 FOOT LOWER
 LS0563'THAN THE STATION MARK.
 LS0563'
 LS0563'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BONIT 1958 CEMENTED
 LS0563'IN A DRILL HOLE IN THE CONCRETE BASE OF A WINDMILL.  THE MASS
 LS0563'OF CONCRETE IS 5.5 FEET SQUARE AND PROJECTS ABOUT 10 INCHES ABOVE
 LS0563'THE GROUND.
 LS0563'
 LS0563'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0453 ***********************************************************************
 KQ0453  DESIGNATION -  BONITA
 KQ0453  PID         -  KQ0453
 KQ0453  STATE/COUNTY-  NV/NYE
 KQ0453  USGS QUAD   -  BARRETT CANYON (1988)
 KQ0453
 KQ0453                         *CURRENT SURVEY CONTROL
 KQ0453  ___________________________________________________________________
 KQ0453* NAD 83(1994)-  39 00 23.73352(N)    117 27 59.85293(W)     ADJUSTED  
 KQ0453* NAVD 88     -      2016.3    (meters)    6615.     (feet)  VERTCON   
 KQ0453  ___________________________________________________________________
 KQ0453  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 KQ0453  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 KQ0453
 KQ0453  HORZ ORDER  -  SECOND
 KQ0453
 KQ0453.The horizontal coordinates were established by classical geodetic methods
 KQ0453.and adjusted by the National Geodetic Survey in June 1998..
 KQ0453
 KQ0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0453
 KQ0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0453
 KQ0453.The geoid height was determined by GEOID03.
 KQ0453
 KQ0453;                    North         East     Units Scale Factor Converg.
 KQ0453;SPC NV C     - 6,472,634.743   430,715.303   MT  0.99995909   -0 30 12.7
 KQ0453;SPC NV C     -21,235,635.82  1,413,105.12   sFT  0.99995909   -0 30 12.7
 KQ0453;UTM  11      - 4,317,611.729   459,597.709   MT  0.99962010   -0 17 37.3
 KQ0453
 KQ0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0453!SPC NV C     -   0.99968729  x   0.99995909  =   0.99964639
 KQ0453!UTM  11      -   0.99968729  x   0.99962010  =   0.99930750
 KQ0453
 KQ0453|---------------------------------------------------------------------|
 KQ0453| PID    Reference Object                     Distance      Geod. Az  |
 KQ0453|                                                           dddmmss.s |
 KQ0453| DA8793 BONITA RM 1                           8.340 METERS 01542     |
 KQ0453| DA8792 BONITA AZ MK                                       0481521.1 |
 KQ0453| DA8794 BONITA RM 2                           9.773 METERS 12125     |
 KQ0453|---------------------------------------------------------------------|
 KQ0453
 KQ0453                          SUPERSEDED SURVEY CONTROL
 KQ0453
 KQ0453  NAD 83(1986)-  39 00 23.74322(N)    117 27 59.85010(W) AD(       ) 2
 KQ0453  NAD 27      -  39 00 24.00100(N)    117 27 56.50000(W) AD(       ) 2
 KQ0453  NGVD 29 (03/11/99) 2014.9    (m)         6611.     (f) VERT ANG       
 KQ0453
 KQ0453.Superseded values are not recommended for survey control.
 KQ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0453.See file dsdata.txt to determine how the superseded data were derived.
 KQ0453
 KQ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD5959817612(NAD 83)
 KQ0453_MARKER: DS = TRIANGULATION STATION DISK
 KQ0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0453+STABILITY: SURFACE MOTION
 KQ0453
 KQ0453  HISTORY     - Date     Condition        Report By
 KQ0453  HISTORY     - 1954     MONUMENTED       CGS
 KQ0453  HISTORY     - 1955     GOOD             USGS
 KQ0453  HISTORY     - 1968     GOOD             CGS
 KQ0453
 KQ0453                          STATION DESCRIPTION
 KQ0453
 KQ0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0453'THE STATION IS LOCATED ABOUT 39 MILES, AIR LINE, SOUTHWEST OF
 KQ0453'AUSTIN, ABOUT 9 MILES, AIR LINE, NORTHEAST OF IONE, ABOUT 16
 KQ0453'MILES, AIR LINE, SOUTH OF U.S. HIGHWAY 50, AND ABOUT 150
 KQ0453'YARDS NORTH-NORTHWEST OF STATE HIGHWAY 21.
 KQ0453'
 KQ0453'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN GO SOUTHWESTERLY
 KQ0453'ON U.S. HIGHWAY 50 FOR 9.1 MILES TO A GRAVELED ROAD LEFT,
 KQ0453'STATE HIGHWAY 21.  TURN LEFT, SOUTHWESTERLY AND FOLLOW STATE
 KQ0453'HIGHWAY 21 FOR 34.0 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 KQ0453'CONTINUE, SOUTHWESTERLY, ON STATE HIGHWAY 21 FOR 0.2 MILE TO A
 KQ0453'TRACK ROAD RIGHT.  TURN RIGHT, WEST, AND GO 0.1 MILE TO THE
 KQ0453'STATION.
 KQ0453'
 KQ0453'THE STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 KQ0453'SET IN THE TOP OF 12-INCH SQUARE CONCRETE MONUMENTS THAT
 KQ0453'PROJECT 1 INCH ABOVE THE GROUND.
 KQ0453'
 KQ0453'THE STATION DISK, STAMPED BONITA 1954, IS ON THE SUMMIT OF A
 KQ0453'LOW KNOLL THAT IS COVERED WITH SAGE BRUSH.
 KQ0453'
 KQ0453'REFERENCE MARK 1, STAMPED BONITA NO 1 1954, IS ABOUT 18 INCHES
 KQ0453'LOWER THAN THE STATION.
 KQ0453'
 KQ0453'REFERENCE MARK 2, STAMPED BONITA NO 2 1954, IS ABOUT THE SAME
 KQ0453'ELEVATION AS THE STATION.
 KQ0453'
 KQ0453'THE AZIMUTH MARK, STAMPED BONITA 1954, IS 30 FEET NORTHWEST
 KQ0453'OF THE CENTER LINE OF STATE HIGHWAY 21, AND SLIGHTLY LOWER THAN
 KQ0453'THE STATION.
 KQ0453
 KQ0453                          STATION RECOVERY (1955)
 KQ0453
 KQ0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KQ0453'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-2 STATION 1002.
 KQ0453'STATION MARK--STANDARD DISC STAMPED---BONITA 1954---SET IN TOP OF 12-
 KQ0453'INCH SQUARE CONCRETE MMONUMENTS THAT PROJECTS 1 INCH ABOVE GROUND.
 KQ0453
 KQ0453                          STATION RECOVERY (1968)
 KQ0453
 KQ0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JY)
 KQ0453'STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0881 ***********************************************************************
 HQ0881  DESIGNATION -  BONNIE
 HQ0881  PID         -  HQ0881
 HQ0881  STATE/COUNTY-  NV/NYE
 HQ0881  USGS QUAD   -  BONNIE CLAIRE (1968)
 HQ0881
 HQ0881                         *CURRENT SURVEY CONTROL
 HQ0881  ___________________________________________________________________
 HQ0881* NAD 83(1994)-  37 12 04.37611(N)    117 07 25.12551(W)     ADJUSTED  
 HQ0881* NAVD 88     -      1518.0    (meters)    4980.     (feet)  VERTCON   
 HQ0881  ___________________________________________________________________
 HQ0881  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 HQ0881  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 HQ0881
 HQ0881  HORZ ORDER  -  SECOND
 HQ0881
 HQ0881.The horizontal coordinates were established by classical geodetic methods
 HQ0881.and adjusted by the National Geodetic Survey in June 1998..
 HQ0881
 HQ0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0881
 HQ0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0881
 HQ0881.The geoid height was determined by GEOID03.
 HQ0881
 HQ0881;                    North         East     Units Scale Factor Converg.
 HQ0881;SPC NV C     - 6,272,054.067   459,434.884   MT  0.99992026   -0 16 34.7
 HQ0881;SPC NV C     -20,577,564.05  1,507,329.28   sFT  0.99992026   -0 16 34.7
 HQ0881;SPC NV W     - 4,272,954.344   929,576.885   MT  1.00010677   +0 52 57.6
 HQ0881;SPC NV W     -14,018,851.04  3,049,786.83   sFT  1.00010677   +0 52 57.6
 HQ0881;UTM  11      - 4,117,201.407   489,027.523   MT  0.99960148   -0 04 29.1
 HQ0881
 HQ0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0881!SPC NV C     -   0.99976608  x   0.99992026  =   0.99968636
 HQ0881!SPC NV W     -   0.99976608  x   1.00010677  =   0.99987283
 HQ0881!UTM  11      -   0.99976608  x   0.99960148  =   0.99936766
 HQ0881
 HQ0881|---------------------------------------------------------------------|
 HQ0881| PID    Reference Object                     Distance      Geod. Az  |
 HQ0881|                                                           dddmmss.s |
 HQ0881| DA8796 BONNIE RM 1                           3.381 METERS 17329     |
 HQ0881| DA8795 BONNIE AZ MK                                       2721914.6 |
 HQ0881| DA8797 BONNIE RM 2                           4.228 METERS 28442     |
 HQ0881|---------------------------------------------------------------------|
 HQ0881
 HQ0881                          SUPERSEDED SURVEY CONTROL
 HQ0881
 HQ0881  NAD 83(1992)-  37 12 04.36808(N)    117 07 25.11966(W) AD(       ) 2
 HQ0881  NAD 83(1986)-  37 12 04.36374(N)    117 07 25.12479(W) AD(       ) 2
 HQ0881  NAD 27      -  37 12 04.60900(N)    117 07 21.87100(W) AD(       ) 2
 HQ0881  NGVD 29 (07/19/86) 1517.0    (m)         4977.     (f) VERT ANG       
 HQ0881
 HQ0881.Superseded values are not recommended for survey control.
 HQ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0881.See file dsdata.txt to determine how the superseded data were derived.
 HQ0881
 HQ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB8902817201(NAD 83)
 HQ0881_MARKER: DS = TRIANGULATION STATION DISK
 HQ0881_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0881
 HQ0881  HISTORY     - Date     Condition        Report By
 HQ0881  HISTORY     - 1949     MONUMENTED       CGS
 HQ0881  HISTORY     - 1950     GOOD             CGS
 HQ0881
 HQ0881                          STATION DESCRIPTION
 HQ0881
 HQ0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 HQ0881'THE STATION IS LOCATED ON A LOW ISOLATED MOUNTAIN ON THE WEST
 HQ0881'SIDE OF SACROBATUS FLAT, SOUTH OF THE ROAD LEADING FROM THE
 HQ0881'SACROBATUS MAINTENANCE STATION OF THE NEVADA STATE HIGHWAY ON
 HQ0881'U.S. HIGHWAY 95 WESTWARD INTO DEATH VALLEY AND SCOTTYS CASTLE.
 HQ0881'THE BEDROCK IN WHICH THE MARK IS SET PROTRUDES 12 INCHES ABOVE
 HQ0881'THE SURFACE OF THE GROUND.  THE MARK IS STAMPED BONNIE 1949.
 HQ0881'
 HQ0881'THE REFERENCE MARKS ARE STAMPED BONNIE NO 1 1949 AND BONNIE NO 2
 HQ0881'1949.
 HQ0881'
 HQ0881'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 95
 HQ0881'AND THE ROAD LEADING TO THE SACROBATUS MAINTENANCE STATION, GO
 HQ0881'ALONG THE ROAD LEADING TO DEATH VALLEY FOR 8.2 MILES TO A ROAD
 HQ0881'LEADING TO THE RIGHT TO AN AIRFIELD.  TURN RIGHT AND GO 0.1 MILE
 HQ0881'TO THE MARK ON THE WEST SIDE OF THE ROAD.  A WITNESS POST WAS
 HQ0881'SET NEAR THE MARK.  THE MARK IS STAMPED BONNIE 1949.
 HQ0881'
 HQ0881'TO REACH THE STATION FROM BEATTY, GO NORTH ON U.S. HIGHWAY 95 FOR
 HQ0881'34.6 MILES TO A CROSSROAD.  TURN LEFT AND GO 9.0 MILES TOWARD
 HQ0881'DEATH VALLEY TO A POINT WHERE THE ROAD MAKES A WIDE TURN.  TURN
 HQ0881'OFF THE ROAD AND DRIVE ACROSS COUNTRY FOR 0.5 MILES IN A
 HQ0881'SOUTHEASTERLY DIRECTION TO AN ISOLATED MOUNTAIN.  PACK UP A RIDGE
 HQ0881'TO THE TOP OF THE MOUNTAIN.  THE STATION IS NEAR A CAIRN.
 HQ0881
 HQ0881                          STATION RECOVERY (1950)
 HQ0881
 HQ0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0881'THE STATION IS LOCATED ABOUT 29 MILES NORTHWEST OF BEATTY, ABOUT
 HQ0881'17 MILES NORTHEAST OF SCOTTYS CASTLE AND ABOUT 4 MILES WEST OF AN
 HQ0881'EMERGENCY AIRFIELD, ON THE HIGHEST POINT OF A LOW ISOLATED MOUNTAIN
 HQ0881'ON THE WEST SIDE OF THE SARCOBATUS FLAT.  THE MARK PROJECTS 6
 HQ0881'INCHES AND IS STAMPED BONNIE 1949.
 HQ0881'
 HQ0881'REFERENCE MARK NO. 1 IS APPROXIMATELY 18 INCHES LOWER THAN THE
 HQ0881'STATION MARK.  IT PROJECTS 16 INCHES AND IS STAMPED BONNIE NO 1
 HQ0881'1949.
 HQ0881'
 HQ0881'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF THE EDGE OF A 6 FOOT
 HQ0881'RIM AND APPROXIMATELY 2 FEET LOWER THAN THE STATION MARK.  IT
 HQ0881'IS FLUSH WITH THE TOP OF THE RIM AND STAMPED BONNIE NO 2 1949.
 HQ0881'
 HQ0881'THE AZIMUTH MARK IS 15 PACES SOUTH OF THE CENTER OF A GRADED
 HQ0881'ROAD AND 4 FEET EAST OF A WHITE WITNESS POST.  IT PROJECTS 6
 HQ0881'INCHES AND IS STAMPED BONNIE 1949.
 HQ0881'
 HQ0881'TO REACH THE STATION FROM THE POST OFFICE IN BEATTY GO NORTH ON
 HQ0881'U.S. HIGHWAY 95 FOR 33.2 MILES TO A CROSSROAD AND SIGN SCOTTYS
 HQ0881'CASTLE.  TURN LEFT (SOUTHWESTERLY) AND FOLLOW THE MAIN GRADED
 HQ0881'ROAD FOR 8.0 MILES (TO REACH THE AZIMUTH MARK FROM THIS POINT
 HQ0881'CONTINUE ON THE MAIN GRADED ROAD FOR 0.6 MILE TO A GRADED ROAD
 HQ0881'RIGHT.  TURN RIGHT, WEST, AND GO 0.1 MILE TO THE AZIMUTH MARK
 HQ0881'AS DESCRIBED ABOVE.).  HERE TURN LEFT (SOUTHERLY) OFF OF THE
 HQ0881'ROAD AND DRIVE ACROSS COUNTRY FOR ABOUT 0.5 MILE TO THE BASE OF
 HQ0881'THE MOUNTAIN AND THE END OF TRUCK TRAVEL.  PACK SOUTH TO THE
 HQ0881'HIGHEST POINT AND STATION.  A 30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0535 ***********************************************************************
 JQ0535  DESIGNATION -  BOOKER
 JQ0535  PID         -  JQ0535
 JQ0535  STATE/COUNTY-  NV/NYE
 JQ0535  USGS QUAD   -  TONOPAH (1982)
 JQ0535
 JQ0535                         *CURRENT SURVEY CONTROL
 JQ0535  ___________________________________________________________________
 JQ0535* NAD 83(1994)-  38 05 56.85752(N)    117 11 13.24820(W)     ADJUSTED  
 JQ0535* NAVD 88     -      2113.2    (meters)    6933.     (feet)  VERTCON   
 JQ0535  ___________________________________________________________________
 JQ0535  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 JQ0535  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 JQ0535
 JQ0535  HORZ ORDER  -  THIRD
 JQ0535
 JQ0535.The horizontal coordinates were established by classical geodetic methods
 JQ0535.and adjusted by the National Geodetic Survey in June 1998..
 JQ0535
 JQ0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0535
 JQ0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0535
 JQ0535.The geoid height was determined by GEOID03.
 JQ0535
 JQ0535;                    North         East     Units Scale Factor Converg.
 JQ0535;SPC NV C     - 6,371,733.246   454,362.668   MT  0.99992564   -0 19 15.9
 JQ0535;SPC NV C     -20,904,594.82  1,490,688.19   sFT  0.99992564   -0 19 15.9
 JQ0535;SPC NV W     - 4,372,526.258   922,467.623   MT  1.00008466   +0 51 42.0
 JQ0535;SPC NV W     -14,345,529.90  3,026,462.53   sFT  1.00008466   +0 51 42.0
 JQ0535;UTM  11      - 4,216,829.981   483,602.843   MT  0.99960331   -0 06 55.4
 JQ0535
 JQ0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0535!SPC NV C     -   0.99967242  x   0.99992564  =   0.99959808
 JQ0535!SPC NV W     -   0.99967242  x   1.00008466  =   0.99975705
 JQ0535!UTM  11      -   0.99967242  x   0.99960331  =   0.99927586
 JQ0535
 JQ0535:                Primary Azimuth Mark                     Grid Az
 JQ0535:SPC NV C     -  ODDIE                                    226 21 52.8
 JQ0535:SPC NV W     -  ODDIE                                    225 10 54.9
 JQ0535:UTM  11      -  ODDIE                                    226 09 32.3
 JQ0535
 JQ0535|---------------------------------------------------------------------|
 JQ0535| PID    Reference Object                     Distance      Geod. Az  |
 JQ0535|                                                           dddmmss.s |
 JQ0535| JQ0532 ODDIE                               APPROX. 4.2 KM 2260236.9 |
 JQ0535|---------------------------------------------------------------------|
 JQ0535
 JQ0535                          SUPERSEDED SURVEY CONTROL
 JQ0535
 JQ0535  NAD 83(1986)-  38 05 56.85511(N)    117 11 13.25370(W) AD(       ) 3
 JQ0535  NAD 27      -  38 05 57.11000(N)    117 11 09.96200(W) AD(       ) 3
 JQ0535  NGVD 29 (07/19/86) 2112.0    (m)         6929.     (f) VERT ANG       
 JQ0535
 JQ0535.Superseded values are not recommended for survey control.
 JQ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0535.See file dsdata.txt to determine how the superseded data were derived.
 JQ0535
 JQ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC8360316830(NAD 83)
 JQ0535_MARKER: H = DRILL HOLE
 JQ0535_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0535_SP_SET: SET IN BEDROCK
 JQ0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0535+STABILITY: POSITION/ELEVATION WELL
 JQ0535
 JQ0535  HISTORY     - Date     Condition        Report By
 JQ0535  HISTORY     - 1902     MONUMENTED       CGS
 JQ0535
 JQ0535                          STATION DESCRIPTION
 JQ0535
 JQ0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (CHS)
 JQ0535'ABOUT 3 MILES NORTHEAST OF THE TOWN OF TONOPAH, ON THE HIGHEST
 JQ0535'POINT OF HIGH MESA LAND WHICH RISES GRADUALLY TO A ROUNDED
 JQ0535'TOP.  THE STATION IS MARKED BY A DRILL HOLE IN A ROCK SURMOUNTED
 JQ0535'BY A PILE OF STONES ABOUT THE BASE OF THE SIGNAL POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0536 ***********************************************************************
 JQ0536  DESIGNATION -  BOOKER
 JQ0536  PID         -  JQ0536
 JQ0536  STATE/COUNTY-  NV/NYE
 JQ0536  USGS QUAD   -  TONOPAH (1982)
 JQ0536
 JQ0536                         *CURRENT SURVEY CONTROL
 JQ0536  ___________________________________________________________________
 JQ0536* NAD 83(1994)-  38 05 56.91480(N)    117 11 12.50830(W)     ADJUSTED  
 JQ0536* NAVD 88     -      2115.     (meters)    6939.     (feet)  SCALED    
 JQ0536  ___________________________________________________________________
 JQ0536  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 JQ0536  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 JQ0536
 JQ0536  HORZ ORDER  -  SECOND
 JQ0536
 JQ0536.The horizontal coordinates were established by classical geodetic methods
 JQ0536.and adjusted by the National Geodetic Survey in June 1998..
 JQ0536
 JQ0536.The orthometric height was scaled from a topographic map.
 JQ0536
 JQ0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0536
 JQ0536.The geoid height was determined by GEOID03.
 JQ0536
 JQ0536;                    North         East     Units Scale Factor Converg.
 JQ0536;SPC NV C     - 6,371,734.911   454,380.704   MT  0.99992562   -0 19 15.4
 JQ0536;SPC NV C     -20,904,600.29  1,490,747.36   sFT  0.99992562   -0 19 15.4
 JQ0536;SPC NV E     - 8,372,821.585    59,362.343   MT  1.00014353   -0 59 22.4
 JQ0536;SPC NV E     -27,469,832.15    194,757.95   sFT  1.00014353   -0 59 22.4
 JQ0536;UTM  11      - 4,216,831.710   483,620.867   MT  0.99960330   -0 06 55.0
 JQ0536
 JQ0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0536!SPC NV C     -   0.99967210  x   0.99992562  =   0.99959775
 JQ0536!SPC NV E     -   0.99967210  x   1.00014353  =   0.99981558
 JQ0536!UTM  11      -   0.99967210  x   0.99960330  =   0.99927553
 JQ0536
 JQ0536:                Primary Azimuth Mark                     Grid Az
 JQ0536:SPC NV C     -  SINK                                     155 02 45.7
 JQ0536:SPC NV E     -  SINK                                     155 42 52.7
 JQ0536:UTM  11      -  SINK                                     154 50 25.3
 JQ0536
 JQ0536|---------------------------------------------------------------------|
 JQ0536| PID    Reference Object                     Distance      Geod. Az  |
 JQ0536|                                                           dddmmss.s |
 JQ0536| HQ0858 SINK                                APPROX.23.2 KM 1544330.3 |
 JQ0536| DA8798 BOOKER RM 1                          12.946 METERS 23032     |
 JQ0536| DA8799 BOOKER RM 2                          11.925 METERS 31220     |
 JQ0536|---------------------------------------------------------------------|
 JQ0536
 JQ0536                          SUPERSEDED SURVEY CONTROL
 JQ0536
 JQ0536  NAD 83(1986)-  38 05 56.91135(N)    117 11 12.51409(W) AD(       ) 2
 JQ0536  NAD 27      -  38 05 57.15050(N)    117 11 09.22288(W) AD(       ) 2
 JQ0536
 JQ0536.Superseded values are not recommended for survey control.
 JQ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0536.See file dsdata.txt to determine how the superseded data were derived.
 JQ0536
 JQ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC8362116832(NAD 83)
 JQ0536_MARKER: DD = SURVEY DISK
 JQ0536_SETTING: 0 = UNSPECIFIED SETTING
 JQ0536
 JQ0536  HISTORY     - Date     Condition        Report By
 JQ0536  HISTORY     - 1971     MONUMENTED       USGS
 JQ0536
 JQ0536                          STATION DESCRIPTION
 JQ0536
 JQ0536'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JQ0536'LOCATED 43 MI SW. OF ROUND MOUNTAIN.  3 MI NE. OF TONOPAH.  ON
 JQ0536'TOP OF MOUNTAIN KNOWN LOCALLY AS BOOKER MOUNTAIN.  AT NORTHEAST
 JQ0536'CORNER OF FENCE AROUND FAA RADIO FACILITY.
 JQ0536'
 JQ0536'TO REACH FROM POST OFFICE IN TONOPAH, DRIVE W. ON HIGHWAY 6
 JQ0536'AND 95 FOR 0.2 MI TO JCT. WITH CORONA AVENUE.  TURN RIGHT ONTO
 JQ0536'CORONA AVENUE FOR 0.15 MI TO 3-WAY JCT.  TAKE MIDDLE RD. (GRAVEL)
 JQ0536'FOR 0.4 MI TO Y-JCT.  KEEP LEFT ON MAIN GRAVEL RD. FOR 2.2 MI
 JQ0536'TO Y-JCT.  KEEP RIGHT ON MAIN GRAVEL RD. 1.1 MI TO Y-JCT.  KEEP
 JQ0536'RIGHT ON MAIN GRAVEL RD. 2.0 MI TO SADDLE ON RIDGE AND
 JQ0536'RD. JCT.  KEEP LEFT AND FOLLOW RD. 0.2 MI TO FAA RADIO
 JQ0536'FACILITY ON TOP OF HILL AND STATION.
 JQ0536'
 JQ0536'STATION MARK--STANDARD USGS TABLET STAMPED BOOKER 1971 CRIMPED
 JQ0536'ON 18-INCH COPPERWELD ROD CEMENTED IN DRILL HOLE IN BEDROCK,
 JQ0536'PROJECTING 0.6 FT, ENCASED BY CONC. 8-INCHES IN DIAMETER.
 JQ0536'
 JQ0536'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 JQ0536'STAMPED NO 1 1971 CEMENTED INTO DRILL HOLE IN BEDROCK, 3.9 FT
 JQ0536'ABOVE STATION.
 JQ0536'
 JQ0536'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 JQ0536'STAMPED NO 2 1971 CEMENTED INTO DRILL HOLE IN BASE OF NE. TOWER
 JQ0536'OF RADIO FACILITY, 0.4 FT ABOVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0644 ***********************************************************************
 LQ0644  DESIGNATION -  BOONE
 LQ0644  PID         -  LQ0644
 LQ0644  STATE/COUNTY-  NV/ELKO
 LQ0644  USGS QUAD   -  BOONE CANYON (1982)
 LQ0644
 LQ0644                         *CURRENT SURVEY CONTROL
 LQ0644  ___________________________________________________________________
 LQ0644* NAD 83(1994)-  40 09 41.27790(N)    114 27 36.95763(W)     ADJUSTED  
 LQ0644* NAVD 88     -      1989.5    (meters)    6527.     (feet)  VERTCON   
 LQ0644  ___________________________________________________________________
 LQ0644  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 LQ0644  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 LQ0644
 LQ0644  HORZ ORDER  -  SECOND
 LQ0644
 LQ0644.The horizontal coordinates were established by classical geodetic methods
 LQ0644.and adjusted by the National Geodetic Survey in June 1998..
 LQ0644
 LQ0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0644
 LQ0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0644
 LQ0644.The geoid height was determined by GEOID03.
 LQ0644
 LQ0644;                    North         East     Units Scale Factor Converg.
 LQ0644;SPC NV E     - 8,601,143.965   295,668.258   MT  1.00001263   +0 43 27.7
 LQ0644;SPC NV E     -28,218,919.83    970,038.28   sFT  1.00001263   +0 43 27.7
 LQ0644;UTM  11      - 4,448,771.428   716,291.495   MT  1.00017593   +1 38 19.0
 LQ0644
 LQ0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0644!SPC NV E     -   0.99969094  x   1.00001263  =   0.99970356
 LQ0644!UTM  11      -   0.99969094  x   1.00017593  =   0.99986681
 LQ0644
 LQ0644:                Primary Azimuth Mark                     Grid Az
 LQ0644:SPC NV E     -  Q 190                                    055 17 49.5
 LQ0644:UTM  11      -  Q 190                                    054 22 58.2
 LQ0644
 LQ0644|---------------------------------------------------------------------|
 LQ0644| PID    Reference Object                     Distance      Geod. Az  |
 LQ0644|                                                           dddmmss.s |
 LQ0644| DC9855 Q 190                                              0560117.2 |
 LQ0644| DC9856 BOONE RM 1                            9.897 METERS 06045     |
 LQ0644| DC9857 BOONE RM 2                           11.056 METERS 33541     |
 LQ0644|---------------------------------------------------------------------|
 LQ0644
 LQ0644                          SUPERSEDED SURVEY CONTROL
 LQ0644
 LQ0644  NAD 83(1994)-  40 09 41.27737(N)    114 27 36.95752(W) AD(       ) 2
 LQ0644  NAD 83(1986)-  40 09 41.27209(N)    114 27 36.95592(W) AD(       ) 2
 LQ0644  NAD 27      -  40 09 41.51653(N)    114 27 33.89504(W) AD(       ) 2
 LQ0644  NGVD 29 (07/19/86) 1988.3    (m)         6523.     (f) VERT ANG       
 LQ0644
 LQ0644.Superseded values are not recommended for survey control.
 LQ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0644.See file dsdata.txt to determine how the superseded data were derived.
 LQ0644
 LQ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE1629148771(NAD 83)
 LQ0644_MARKER: DS = TRIANGULATION STATION DISK
 LQ0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0644_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0644
 LQ0644  HISTORY     - Date     Condition        Report By
 LQ0644  HISTORY     - 1965     MONUMENTED       CGS
 LQ0644
 LQ0644                          STATION DESCRIPTION
 LQ0644
 LQ0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0644'STATION IS LOCATED ABOUT 46 MILES SOUTHWEST OF WENDOVER, ABOUT
 LQ0644'17 MILES SOUTHEAST OF CURRIE, ABOUT 10 MILES NORTHEAST OF JUNCTION
 LQ0644'OF U.S. HIGHWAYS 93 AND ALTERNATE 50 AND ON THE NORTHWEST SIDE OF
 LQ0644'U.S. HIGHWAY ALTERNATE 50.
 LQ0644'
 LQ0644'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 93 AND ALTERNATE 50,
 LQ0644'WHICH IS ABOUT 16 MILES SOUTHEAST OF CURRIE, GO NORTHEAST ON U.S.
 LQ0644'HIGHWAY ALTERNATE 50 FOR 5.8 MILES TO COUNTY LINE SIGN ON RIGHT,
 LQ0644'CONTINUE ON U.S. HIGHWAY ALTERNATE 50 FOR 5.15 MILES TO STATION
 LQ0644'ON LEFT AS DESCRIBED.
 LQ0644'
 LQ0644'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED BOONE 1965,
 LQ0644'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 LQ0644'5 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 92 FEET
 LQ0644'NORTHWEST OF CENTER OF HIGHWAY AND 4.6 FEET NORTHEAST OF THE
 LQ0644'WITNESS POST.
 LQ0644'
 LQ0644'REFERENCE MARK 1, A STANDARD DISK STAMPED BOONE NO 1 1965, IS
 LQ0644'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 LQ0644'5 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 93 FEET
 LQ0644'NORTHWEST OF CENTER OF HIGHWAY AND 37 FEET NORTHEAST OF THE
 LQ0644'WITNESS POST.
 LQ0644'
 LQ0644'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED BOONE NO 2
 LQ0644'1965, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 LQ0644'ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 LQ0644'129 FEET NORTHWEST OF CENTER OF HIGHWAY AND 36 FEET NORTHWEST
 LQ0644'OF THE WITNESS POST.
 LQ0644'
 LQ0644'AZIMUTH MARK, A BENCH MARK STAMPED Q 190 1958, IS SET IN THE
 LQ0644'TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 6 INCHES ABOVE
 LQ0644'THE GROUND.  THE MARK IS 46.5 FEET NORTHWEST OF CENTER OF
 LQ0644'HIGHWAY, 4.5 FEET WEST-NORTHWEST OF SMALL PILE OF ROCKS AND 2.5
 LQ0644'FEET EAST-SOUTHEAST OF WITNESS POST.
 LQ0644'
 LQ0644'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTHEASTERLY ON
 LQ0644'HIGHWAY FOR 0.35 MILE TO AZIMUTH MARK (BM Q 190) ON LEFT AS
 LQ0644'DESCRIBED.
 LQ0644'
 LQ0644'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0419 ***********************************************************************
 KQ0419  DESIGNATION -  BOONE CAIRN
 KQ0419  PID         -  KQ0419
 KQ0419  STATE/COUNTY-  NV/LANDER
 KQ0419  USGS QUAD   -  MANHATTAN MTN (1980)
 KQ0419
 KQ0419                         *CURRENT SURVEY CONTROL
 KQ0419  ___________________________________________________________________
 KQ0419* NAD 83(1994)-  39 49 23.43094(N)    117 10 19.55827(W)     ADJUSTED  
 KQ0419* NAVD 88     -      2464.2    (meters)    8085.     (feet)  VERTCON   
 KQ0419  ___________________________________________________________________
 KQ0419  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 KQ0419  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 KQ0419
 KQ0419  HORZ ORDER  -  SECOND
 KQ0419
 KQ0419.The horizontal coordinates were established by classical geodetic methods
 KQ0419.and adjusted by the National Geodetic Survey in June 1998..
 KQ0419
 KQ0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0419
 KQ0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0419
 KQ0419.The geoid height was determined by GEOID03.
 KQ0419
 KQ0419;                    North         East     Units Scale Factor Converg.
 KQ0419;SPC NV C     - 6,563,103.249   456,732.242   MT  0.99992304   -0 19 25.3
 KQ0419;SPC NV C     -21,532,447.91  1,498,462.36   sFT  0.99992304   -0 19 25.3
 KQ0419;UTM  11      - 4,408,145.868   485,271.811   MT  0.99960267   -0 06 36.8
 KQ0419
 KQ0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0419!SPC NV C     -   0.99961695  x   0.99992304  =   0.99954002
 KQ0419!UTM  11      -   0.99961695  x   0.99960267  =   0.99921978
 KQ0419
 KQ0419                          SUPERSEDED SURVEY CONTROL
 KQ0419
 KQ0419  NAD 83(1986)-  39 49 23.43227(N)    117 10 19.54731(W) AD(       ) 2
 KQ0419  NAD 27      -  39 49 23.71800(N)    117 10 16.19700(W) AD(       ) 2
 KQ0419  NGVD 29 (07/19/86) 2463.0    (m)         8081.     (f) VERT ANG       
 KQ0419
 KQ0419.Superseded values are not recommended for survey control.
 KQ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0419.See file dsdata.txt to determine how the superseded data were derived.
 KQ0419
 KQ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME8527208146(NAD 83)
 KQ0419_MARKER: 72 = CAIRN
 KQ0419
 KQ0419  HISTORY     - Date     Condition        Report By
 KQ0419  HISTORY     - 1954     FIRST OBSERVED   CGS
 KQ0419  HISTORY     - 1958     GOOD             CGS
 KQ0419
 KQ0419                          STATION DESCRIPTION
 KQ0419
 KQ0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0419'THE STATION IS LOCATED ON THE HIGH POINT OF THE MOST NORTHERLY
 KQ0419'OF TWO ISOLATED PEAKS LOCATED ABOUT 23 MILES N 12 W OF AUSTIN,
 KQ0419'NEVADA.  THE STATION IS MARKED BY A 1/2 IN DRILL HOLE IN SOLID
 KQ0419'CAP ROCK AND A 6 FT CAIRN CENTERED OVER THE HOLE.
 KQ0419'
 KQ0419'TO REACH FROM AUSTIN, NEVADA GO WESTERLY ON U.S. 50 FOR
 KQ0419'1 MI. TO JUNCTION OF U.S. 50 AND S.R.8A.  TURN RIGHT ONTO
 KQ0419'S.R.8A (OILED HIGHWAY) FOR 24.0 MI. TO ROAD JUNCTION AND
 KQ0419'SIGN, VAUGHN RANCH AND BOONE CREEK.  TURN LEFT AFTER JUST
 KQ0419'CROSSING A CATTLE GUARD ONTO A DIRT ROAD, A SECTION OF THE
 KQ0419'OLD HIGHWAY, FOR 0.1 MI. TO FORK.  TAKE LEFT FORK FOR 1.15
 KQ0419'MI. TO FORK.  TAKE LEFT FORK, AN OLD POST ROAD, FOR 1.4 MI.
 KQ0419'TO END OF ROAD AND E.T.T.  PACK WESTERLY TO HIGH POINT AND
 KQ0419'STATION.  1-1/2 HR. PACK.
 KQ0419
 KQ0419                          STATION RECOVERY (1958)
 KQ0419
 KQ0419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KQ0419'THE STATION IS LOCATED ABOUT 24 MILES AIRLINE NORTH NORTHWEST
 KQ0419'OF AUSTIN AND 4 MILES WEST OF STATE HIGHWAY 8-A, ON THE MOST
 KQ0419'NORTHERLY ONE OF THREE PROMINENT PEAKS IN THE SHOSHONE RANGE.
 KQ0419'
 KQ0419'THE CAIRN IS ABOUT 5 FEET HIGH AND ABOUT 4 FEET AT ITS BASE
 KQ0419'AND HAS A POLE IN THE CENTER.  IT IS 3.646 METERS, 11.960 FEET
 KQ0419'SOUTH OF TRIANGULATION STATION ZENO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0270 ***********************************************************************
 LS0270  DESIGNATION -  BOOT
 LS0270  PID         -  LS0270
 LS0270  STATE/COUNTY-  NV/PERSHING
 LS0270  USGS QUAD   -  WEST OF LOVELOCK (1987)
 LS0270
 LS0270                         *CURRENT SURVEY CONTROL
 LS0270  ___________________________________________________________________
 LS0270* NAD 83(1994)-  40 08 14.87526(N)    118 30 31.31400(W)     ADJUSTED  
 LS0270* NAVD 88     -      1213.149  (meters)    3980.14   (feet)  POSTED    
 LS0270  ___________________________________________________________________
 LS0270  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 LS0270  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 LS0270  DYNAMIC HT  -        1212.180 (meters)    3976.96  (feet)  COMP
 LS0270  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 LS0270
 LS0270  HORZ ORDER  -  SECOND
 LS0270  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LS0270
 LS0270.The horizontal coordinates were established by classical geodetic methods
 LS0270.and adjusted by the National Geodetic Survey in June 1998..
 LS0270
 LS0270.The orthometric height was determined by differential leveling
 LS0270.and adjusted by the National Geodetic Survey in 1992..
 LS0270.No vertical observational check was made to the station.
 LS0270.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LS0270.was located on a no-check spur therefore a value was not computed.
 LS0270
 LS0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0270
 LS0270.The geoid height was determined by GEOID03.
 LS0270
 LS0270.The dynamic height is computed by dividing the NAVD 88
 LS0270.geopotential number by the normal gravity value computed on the
 LS0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0270.degrees latitude (g = 980.6199 gals.).
 LS0270
 LS0270.The modeled gravity was interpolated from observed gravity values.
 LS0270
 LS0270;                    North         East     Units Scale Factor Converg.
 LS0270;SPC NV W     - 4,597,877.174   806,359.936   MT  0.99990050   +0 02 53.2
 LS0270;SPC NV W     -15,084,868.70  2,645,532.56   sFT  0.99990050   +0 02 53.2
 LS0270;UTM  11      - 4,444,105.652   371,474.035   MT  0.99980335   -0 58 21.6
 LS0270
 LS0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0270!SPC NV W     -   0.99981333  x   0.99990050  =   0.99971385
 LS0270!UTM  11      -   0.99981333  x   0.99980335  =   0.99961672
 LS0270
 LS0270|---------------------------------------------------------------------|
 LS0270| PID    Reference Object                     Distance      Geod. Az  |
 LS0270|                                                           dddmmss.s |
 LS0270| LS0269 BOOT RM 1                             8.283 METERS 11228     |
 LS0270| LS0271 BOOT RM 2                             7.720 METERS 22201     |
 LS0270| LS0601 LOVELOCK POINT                      APPROX. 6.6 KM 3435554.5 |
 LS0270|---------------------------------------------------------------------|
 LS0270
 LS0270                          SUPERSEDED SURVEY CONTROL
 LS0270
 LS0270  NAD 83(1986)-  40 08 14.88243(N)    118 30 31.30847(W) AD(       ) 2
 LS0270  NAD 27      -  40 08 15.21050(N)    118 30 27.77810(W) AD(       ) 2
 LS0270  NGVD 29 (??/??/92) 1212.22   (m)         3977.1    (f) COMPUTED    2 0
 LS0270
 LS0270.Superseded values are not recommended for survey control.
 LS0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0270.See file dsdata.txt to determine how the superseded data were derived.
 LS0270
 LS0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE7147444106(NAD 83)
 LS0270_MARKER: DS = TRIANGULATION STATION DISK
 LS0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0270_STAMPING: BOOT 1957
 LS0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0270+STABILITY: SURFACE MOTION
 LS0270
 LS0270  HISTORY     - Date     Condition        Report By
 LS0270  HISTORY     - 1957     MONUMENTED       CGS
 LS0270  HISTORY     - 1957     GOOD             CGS
 LS0270
 LS0270                          STATION DESCRIPTION
 LS0270
 LS0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0270'THE STATION IS 3.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 AND
 LS0270'95 FROM THE TRAFFIC SIGNAL IN LOVELOCK, ON THE WEST SIDE OF
 LS0270'THE HIGHWAY OPPOSITE THE BIG MEADOWS CEMETERY AND NEAR THE
 LS0270'NORTHEAST END OF THE FLAT GROUND ABOVE THE HIGHWAY.
 LS0270'
 LS0270'TO REACH FROM THE TRAFFIC SIGNAL ON U.S. HIGHWAY 40 (1/2 BLOCK
 LS0270'EAST OF THE POST OFFICE IN LOVELOCK), GO SOUTHWESTERLY ON
 LS0270'U.S. HIGHWAY 40 AND 95 FOR 3.5 MILES TO WHERE RAILROAD TRACKS
 LS0270'CROSS THE HIGHWAY.  TURN RIGHT (ON NORTH SIDE OF TRACKS) FOR
 LS0270'ABOUT 100 YARDS THEN BACK TO RIGHT, NORTHEAST, FOR ANOTHER
 LS0270'100 YARDS TO THE STATION SITE.
 LS0270'
 LS0270'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 LS0270'DISKS SET IN CONCRETE CYLINDERS.
 LS0270'
 LS0270'THE STATION MARK, STAMPED BOOT 1957, PROJECTS ABOUT 2 INCHES.
 LS0270'IT IS 50 FEET WEST OF THE EDGE OF THE CUT BANK ABOVE THE HIGHWAY,
 LS0270'25 FEET EAST OF A TRACK ROAD AND 5 FEET EAST OF A WITNESS POST.
 LS0270'
 LS0270'REFERENCE MARK 1, STAMPED BOOT NO 1 1957, IS FLUSH WITH THE
 LS0270'GROUND.
 LS0270'
 LS0270'REFERENCE MARK 2, STAMPED BOOT NO 2 1957, PROJECTS ABOUT 2 INCHES.
 LS0270
 LS0270                          STATION RECOVERY (1957)
 LS0270
 LS0270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LS0270'3.4 MI SW FROM LOVELOCK.
 LS0270'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 LS0270'MAIN ST. AND U.S. HIGHWAY 40 AT LOVELOCK, 248.0 FEET WEST OF CENTER
 LS0270'LINE OF HIGHWAY, 46.3 FEET WEST OF POWER LINE, 28.2 FEET WEST OF R.M.
 LS0270'1, 26.3 FEET NORTHEAST OF R.M. 2, 5.0 FEET EAST OF WITNESS POST, SET
 LS0270'IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0269 ***********************************************************************
 LS0269  DESIGNATION -  BOOT RM 1
 LS0269  PID         -  LS0269
 LS0269  STATE/COUNTY-  NV/PERSHING
 LS0269  USGS QUAD   -  WEST OF LOVELOCK (1987)
 LS0269
 LS0269                         *CURRENT SURVEY CONTROL
 LS0269  ___________________________________________________________________
 LS0269* NAD 83(1986)-  40 08 15.     (N)    118 30 31.     (W)     SCALED    
 LS0269* NAVD 88     -      1212.908  (meters)    3979.35   (feet)  POSTED    
 LS0269  ___________________________________________________________________
 LS0269  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 LS0269  DYNAMIC HT  -        1211.940 (meters)    3976.17  (feet)  COMP
 LS0269  MODELED GRAV-     979,785.6   (mgal)                       NAVD 88
 LS0269
 LS0269  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LS0269
 LS0269.The horizontal coordinates were scaled from a topographic map and have
 LS0269.an estimated accuracy of +/- 6 seconds.
 LS0269
 LS0269.The orthometric height was determined by differential leveling
 LS0269.and adjusted by the National Geodetic Survey in 1992..
 LS0269.No vertical observational check was made to the station.
 LS0269.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LS0269.was located on a no-check spur therefore a value was not computed.
 LS0269
 LS0269.The geoid height was determined by GEOID03.
 LS0269
 LS0269.The dynamic height is computed by dividing the NAVD 88
 LS0269.geopotential number by the normal gravity value computed on the
 LS0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0269.degrees latitude (g = 980.6199 gals.).
 LS0269
 LS0269.The modeled gravity was interpolated from observed gravity values.
 LS0269
 LS0269;                    North         East    Units  Estimated Accuracy
 LS0269;SPC NV W     - 4,597,880.      806,370.      MT  (+/- 180 meters Scaled)
 LS0269
 LS0269                          SUPERSEDED SURVEY CONTROL
 LS0269
 LS0269  NGVD 29 (??/??/92) 1211.98   (m)         3976.3    (f) COMPUTED    2 0
 LS0269
 LS0269.Superseded values are not recommended for survey control.
 LS0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0269.See file dsdata.txt to determine how the superseded data were derived.
 LS0269
 LS0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE714441(NAD 83)
 LS0269_MARKER: DR = REFERENCE MARK DISK
 LS0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0269_STAMPING: BOOT NO 1 1957
 LS0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0269+STABILITY: SURFACE MOTION
 LS0269
 LS0269  HISTORY     - Date     Condition        Report By
 LS0269  HISTORY     - 1957     MONUMENTED       CGS
 LS0269
 LS0269                          STATION DESCRIPTION
 LS0269
 LS0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0269'3.4 MI SW FROM LOVELOCK.
 LS0269'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 LS0269'MAIN ST. AND U.S. HIGHWAY 40 AT LOVELOCK, 228.0 FEET WEST OF CENTER
 LS0269'LINE OF HIGHWAY, 20.0 FEET WEST OF POWERLINE, 28.2 FEET EAST OF
 LS0269'STATION MARK, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LS0269'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0271 ***********************************************************************
 LS0271  DESIGNATION -  BOOT RM 2
 LS0271  PID         -  LS0271
 LS0271  STATE/COUNTY-  NV/PERSHING
 LS0271  USGS QUAD   -  WEST OF LOVELOCK (1987)
 LS0271
 LS0271                         *CURRENT SURVEY CONTROL
 LS0271  ___________________________________________________________________
 LS0271* NAD 83(1986)-  40 08 15.     (N)    118 30 31.     (W)     SCALED    
 LS0271* NAVD 88     -      1213.050  (meters)    3979.81   (feet)  POSTED    
 LS0271  ___________________________________________________________________
 LS0271  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 LS0271  DYNAMIC HT  -        1212.080 (meters)    3976.63  (feet)  COMP
 LS0271  MODELED GRAV-     979,785.6   (mgal)                       NAVD 88
 LS0271
 LS0271  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LS0271
 LS0271.The horizontal coordinates were scaled from a topographic map and have
 LS0271.an estimated accuracy of +/- 6 seconds.
 LS0271
 LS0271.The orthometric height was determined by differential leveling
 LS0271.and adjusted by the National Geodetic Survey in 1992..
 LS0271.No vertical observational check was made to the station.
 LS0271.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LS0271.was located on a no-check spur therefore a value was not computed.
 LS0271
 LS0271.The geoid height was determined by GEOID03.
 LS0271
 LS0271.The dynamic height is computed by dividing the NAVD 88
 LS0271.geopotential number by the normal gravity value computed on the
 LS0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0271.degrees latitude (g = 980.6199 gals.).
 LS0271
 LS0271.The modeled gravity was interpolated from observed gravity values.
 LS0271
 LS0271;                    North         East    Units  Estimated Accuracy
 LS0271;SPC NV W     - 4,597,880.      806,370.      MT  (+/- 180 meters Scaled)
 LS0271
 LS0271                          SUPERSEDED SURVEY CONTROL
 LS0271
 LS0271  NGVD 29 (??/??/92) 1212.12   (m)         3976.8    (f) COMPUTED    2 0
 LS0271
 LS0271.Superseded values are not recommended for survey control.
 LS0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0271.See file dsdata.txt to determine how the superseded data were derived.
 LS0271
 LS0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE714441(NAD 83)
 LS0271_MARKER: DR = REFERENCE MARK DISK
 LS0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0271_STAMPING: BOOT NO 2 1957
 LS0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0271+STABILITY: SURFACE MOTION
 LS0271
 LS0271  HISTORY     - Date     Condition        Report By
 LS0271  HISTORY     - 1957     MONUMENTED       CGS
 LS0271
 LS0271                          STATION DESCRIPTION
 LS0271
 LS0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0271'3.4 MI SW FROM LOVELOCK.
 LS0271'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 LS0271'MAIN ST. AND U.S. HIGHWAY 40 AT LOVELOCK, 247.0 FEET WEST OF CENTER
 LS0271'LINE OF HIGHWAY, 42.0 FEET WEST OF POWER LINE, 26.3 FEET SOUTHWEST OF
 LS0271'STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE
 LS0271'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1510 ***********************************************************************
 KR1510  DESIGNATION -  BORAX
 KR1510  PID         -  KR1510
 KR1510  STATE/COUNTY-  NV/CHURCHILL
 KR1510  USGS QUAD   -  FOURMILE FLAT (1972)
 KR1510
 KR1510                         *CURRENT SURVEY CONTROL
 KR1510  ___________________________________________________________________
 KR1510* NAD 83(1994)-  39 19 42.13598(N)    118 27 46.75927(W)     ADJUSTED  
 KR1510* NAVD 88     -      1672.9    (meters)    5489.     (feet)  VERTCON   
 KR1510  ___________________________________________________________________
 KR1510  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 KR1510  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 KR1510
 KR1510  HORZ ORDER  -  FIRST
 KR1510
 KR1510.The horizontal coordinates were established by classical geodetic methods
 KR1510.and adjusted by the National Geodetic Survey in June 1998..
 KR1510
 KR1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1510
 KR1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1510
 KR1510.The geoid height was determined by GEOID03.
 KR1510
 KR1510;                    North         East     Units Scale Factor Converg.
 KR1510;SPC NV W     - 4,508,057.057   810,375.630   MT  0.99990133   +0 04 34.6
 KR1510;SPC NV W     -14,790,183.86  2,658,707.38   sFT  0.99990133   +0 04 34.6
 KR1510;UTM  11      - 4,354,237.719   373,902.154   MT  0.99979578   -0 55 38.3
 KR1510
 KR1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1510!SPC NV W     -   0.99974141  x   0.99990133  =   0.99964277
 KR1510!UTM  11      -   0.99974141  x   0.99979578  =   0.99953725
 KR1510
 KR1510:                Primary Azimuth Mark                     Grid Az
 KR1510:SPC NV W     -  STILLWATER                               003 20 40.3
 KR1510:UTM  11      -  STILLWATER                               004 20 53.2
 KR1510
 KR1510|---------------------------------------------------------------------|
 KR1510| PID    Reference Object                     Distance      Geod. Az  |
 KR1510|                                                           dddmmss.s |
 KR1510| KR1512 STILLWATER                          APPROX.14.6 KM 0032514.9 |
 KR1510| DA8800 BORAX RM 1                            9.497 METERS 12829     |
 KR1510| KR1509 BORAX CAIRN SSE                      11.580 METERS 16939     |
 KR1510| KR1507 SAND SPRINGS                        APPROX.20.4 KM 1700604.1 |
 KR1510| DA8801 BORAX RM 2                            5.260 METERS 20334     |
 KR1510| KR0213 E 47 RESET                          APPROX. 5.3 KM 2805514.6 |
 KR1510| KR1513 GRIMES                              APPROX.16.0 KM 2975711.8 |
 KR1510|---------------------------------------------------------------------|
 KR1510
 KR1510                          SUPERSEDED SURVEY CONTROL
 KR1510
 KR1510  NAD 83(1986)-  39 19 42.14097(N)    118 27 46.75572(W) AD(       ) 1
 KR1510  NAD 27      -  39 19 42.42922(N)    118 27 43.26136(W) AD(       ) 1
 KR1510  NGVD 29 (07/19/86) 1671.9    (m)         5485.     (f) VERT ANG       
 KR1510
 KR1510.Superseded values are not recommended for survey control.
 KR1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1510.See file dsdata.txt to determine how the superseded data were derived.
 KR1510
 KR1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD7390254238(NAD 83)
 KR1510_MARKER: DS = TRIANGULATION STATION DISK
 KR1510_SETTING: 66 = SET IN ROCK OUTCROP
 KR1510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1510
 KR1510  HISTORY     - Date     Condition        Report By
 KR1510  HISTORY     - 1935     MONUMENTED       CGS
 KR1510  HISTORY     - 1935     GOOD             CGS
 KR1510  HISTORY     - 1953     GOOD             CGS
 KR1510  HISTORY     - 1954     GOOD             CGS
 KR1510  HISTORY     - 1955     GOOD             CGS
 KR1510  HISTORY     - 1966     GOOD             CGS
 KR1510
 KR1510                          STATION DESCRIPTION
 KR1510
 KR1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 KR1510'STATION IS ON THE HIGHEST POINT OF THE MOST SOUTHWESTERLY
 KR1510'PEAK IN THE STILLWATER RANGE.  LOCATED 20 MILES SE OF FALLON
 KR1510'AND 2 MILES N OF BORAX FLAT AND U.S. HIGHWAY 50.  THERE IS A
 KR1510'HIGHER PEAK ABOUT 2 MILES NE OF THE STATION.
 KR1510'
 KR1510'SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 KR1510'IN OUTCROPPING BEDROCK.  REFERENCE MARKS
 KR1510'ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 KR1510'IN NOTE 12A.
 KR1510'
 KR1510'REACHED FROM FALLON AS FOLLOWS--GO SE ON U.S. HIGHWAY 50
 KR1510'FOR 22 MILES TO A SMALL SETTLEMENT ON THE S SIDE OF THE HIGHWAY.
 KR1510'HERE TURN N ON A DIM ROAD WHICH LEAVES THE HIGHWAY ABOUT 50
 KR1510'YARDS W OF THE SETTLEMENT.  THIS ROAD LEADS TO A GRAVEL PIT.
 KR1510'FOLLOW THE ROAD FOR ABOUT 0.3 MILE, TURN LEFT AND DRIVE AS
 KR1510'FAR AS POSSIBLE TOWARD THE PEAK.  TRUCK CAN BE DRIVEN ONLY
 KR1510'A SHORT DISTANCE DUE TO DEEP SAND.  FROM END OF TRUCK TRAVEL
 KR1510'CONTINUE N ALONG THE SANDY RIDGE TO THE S BASE OF THE PEAK.
 KR1510'THEN ASCEND THE RIDGE N TO THE HIGHEST POINT OF THE PEAK
 KR1510'AND THE STATION.  ABOUT 1-1/2 HOUR PACK.
 KR1510
 KR1510                          STATION RECOVERY (1935)
 KR1510
 KR1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KR1510'$
 KR1510'STATION MARK--A STANDARD DISK STAMPED---BORAX 1935---, SET IN A
 KR1510'DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 10 INCHES.
 KR1510
 KR1510                          STATION RECOVERY (1953)
 KR1510
 KR1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 KR1510'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 KR1510'FOUND IN GOOD CONDITION.  A SLIGHT DIFFERENCE IN THE MEASUREMENTS
 KR1510'AND THE DIRECTION TO THE REFERENCE MARKS WERE NOTED.  BENCH
 KR1510'MARK E 47 WAS USED FOR THE AZIMUTH MARK.
 KR1510'
 KR1510'THE FOLLOWING IS AN ADAPTATION OF THE PREVIOUS DESCRIPTION
 KR1510'AND A MORE ACCURATE ROUTE TO THE STATION.
 KR1510'
 KR1510'STATION IS ON THE HIGHEST POINT OF THE MOST SOUTHWESTERLY
 KR1510'PEAK IN THE STILLWATER RANGE.  LOCATED 20 MILES SOUTHEAST OF
 KR1510'FALLON AND 2 MILES NORTH OF BORAX FLAT AND U.S. HIGHWAY 50.
 KR1510'THERE IS A HIGHER PEAK ABOUT 2 MILES NORTHEAST OF THE STATION.
 KR1510'
 KR1510'TO REACH FROM THE EAST CITY LIMITS OF FALLON, GO SOUTHEASTERLY
 KR1510'ON U.S. HIGHWAY 50 FOR 15 MILES TO THE SALT WELLS BAR AND
 KR1510'SERVICE STATION.  CONTINUE 4.2 MILES TO THE AZIMUTH MARK ON
 KR1510'THE LEFT.  CONTINUE ON THE HIGHWAY FOR 3.65 MILES TO A GRAVELED
 KR1510'ROAD ON THE LEFT.  TURN LEFT ON THE GRAVELED ROAD FOR 0.35
 KR1510'MILE TO A GRAVEL PIT.  TURN LEFT THEN RIGHT AND WORK
 KR1510'WAY CROSS-COUNTRY FOR ABOUT 1.5 MILES TO THE SOUTHERN BASE
 KR1510'OF THE MOUNTAIN AND THE END OF TRUCK TRAVEL.  THIS REQUIRES
 KR1510'A 4-WHEEL DRIVE VEHICLE DUE TO THE LOOSE SAND.  PACK EASTERLY
 KR1510'UP THE STEEP SLOPE TO THE TOP OF THE RIDGE, THENCE NORTH TO
 KR1510'THE HIGHEST POINT AND THE STATION.  A 1-1/2 HOUR PACK.
 KR1510'
 KR1510'THE STATION MARK IS A STANDARD DISK SET IN A DRILL
 KR1510'HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 10 INCHES.  IT
 KR1510'IS 38 FEET NORTH OF A 4-FOOT HIGH CAIRN.  THE MARK IS STAMPED
 KR1510'BORAX 1935.
 KR1510'
 KR1510'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL
 KR1510'HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 4 INCHES.  THE
 KR1510'MARK IS STAMPED BORAX NO 1 1935.
 KR1510'
 KR1510'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL
 KR1510'HOLE IN OUTCROPPING BETWEEN PROJECTING ABOUT 4 INCHES.  THE MARK
 KR1510'IS STAMPED BORAX NO 2 1935.
 KR1510'
 KR1510'BENCH MARK E 47 WAS USED FOR THE AZIMUTH MARK.  IT IS A STANDARD
 KR1510'DISK STAMPED E 47 RESET 1935 AND SET IN THE TOP OF A CONCRETE
 KR1510'POST PROJECTING ABOUT 10 INCHES.  THE MARK IS 4.2 MILES
 KR1510'EAST OF SALT WELLS, 200.7 FEET NORTHEAST OF THE CENTER LINE
 KR1510'OF U.S. HIGHWAY 50 AND 4 FEET NORTHEAST OF A WITNESS POST.
 KR1510'THIS SECTION OF HIGHWAY ALONG THE SALT FLATS RUNS IN A
 KR1510'NORTHWEST-SOUTHEAST DIRECTION.
 KR1510
 KR1510                          STATION RECOVERY (1954)
 KR1510
 KR1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KR1510'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KR1510'TO BE IN GOOD CONDITION.  THERE ARE SOME DIFFERENCES IN THE
 KR1510'MEASUREMENTS AND DIRECTIONS TO THE MARKS.
 KR1510
 KR1510                          STATION RECOVERY (1955)
 KR1510
 KR1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KR1510'THE DESCRIPTION IS ADEQUATE.  THE STATION MARK, REFERENCE MARKS
 KR1510'1 AND 28 AND THE AZIMUTH MARK (BENCH MARK E 47 RESET 1935)
 KR1510'WERE RECOVERED AS DESCRIBED AND WERE FOUND TO BE IN GOOD
 KR1510'CONDITION.
 KR1510'
 KR1510'THE CURRENT DISTANCES AND DIRECTIONS COMPARED FAVORABLY
 KR1510'WITH THE 1953 AND 1954 DATE.  THE 4-FOOT CAIRN PREVIOUSLY
 KR1510'DESCRIBED IS NO LONGER STANDING.
 KR1510'
 KR1510'A SMALL CRACK, NOTICED NEAR THE LOWER PART OF THE HILL, AND
 KR1510'THE MOVEMENT AND DISPLACEMENT OF BOULDER INDICATE THE HILL WAS
 KR1510'QUITE ACTIVE DURING THE RECENT EARTHQUAKES.
 KR1510
 KR1510                          STATION RECOVERY (1966)
 KR1510
 KR1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KR1510'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KR1510'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 KR1510'TO REACH IS ADEQUATE.
 KR1510'
 KR1510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 KR1510'SOUTHEAST OF FALLON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1376 ***********************************************************************
 FS1376  DESIGNATION -  BORAX
 FS1376  PID         -  FS1376
 FS1376  STATE/COUNTY-  NV/CLARK
 FS1376  USGS QUAD   -  MC CULLOUGH PASS (1989)
 FS1376
 FS1376                         *CURRENT SURVEY CONTROL
 FS1376  ___________________________________________________________________
 FS1376* NAD 83(1994)-  35 43 54.32863(N)    115 14 20.67989(W)     ADJUSTED  
 FS1376* NAVD 88     -       935.0    (meters)    3068.     (feet)  VERTCON   
 FS1376  ___________________________________________________________________
 FS1376  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FS1376  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FS1376
 FS1376  HORZ ORDER  -  THIRD
 FS1376
 FS1376.The horizontal coordinates were established by classical geodetic methods
 FS1376.and adjusted by the National Geodetic Survey in June 1998..
 FS1376
 FS1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1376
 FS1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1376
 FS1376.The geoid height was determined by GEOID03.
 FS1376
 FS1376;                    North         East     Units Scale Factor Converg.
 FS1376;SPC NV E     - 8,108,964.880   231,141.073   MT  0.99991195   +0 12 03.8
 FS1376;SPC NV E     -26,604,162.28    758,335.34   sFT  0.99991195   +0 12 03.8
 FS1376;UTM  11      - 3,955,626.567   659,251.498   MT  0.99991252   +1 01 42.9
 FS1376
 FS1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1376!SPC NV E     -   0.99985773  x   0.99991195  =   0.99976969
 FS1376!UTM  11      -   0.99985773  x   0.99991252  =   0.99977026
 FS1376
 FS1376|---------------------------------------------------------------------|
 FS1376| PID    Reference Object                     Distance      Geod. Az  |
 FS1376|                                                           dddmmss.s |
 FS1376| CS5934 BORAX RM 1                            2.573 METERS 06750     |
 FS1376| CS5935 BORAX RM 2                            3.124 METERS 33836     |
 FS1376|---------------------------------------------------------------------|
 FS1376
 FS1376                          SUPERSEDED SURVEY CONTROL
 FS1376
 FS1376  NAD 83(1992)-  35 43 54.32674(N)    115 14 20.68079(W) AD(1991.35) 3
 FS1376  NAD 83(1992)-  35 43 54.32726(N)    115 14 20.68032(W) AD(       ) 3
 FS1376  NAD 83(1992)-  35 43 54.32425(N)    115 14 20.68155(W) AD(       ) 3
 FS1376  NAD 83(1986)-  35 43 54.32898(N)    115 14 20.67253(W) AD(       ) 3
 FS1376  NGVD 29 (05/21/91)  934.2    (m)         3065.     (f) VERT ANG       
 FS1376
 FS1376.Superseded values are not recommended for survey control.
 FS1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1376.See file dsdata.txt to determine how the superseded data were derived.
 FS1376
 FS1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5925155627(NAD 83)
 FS1376_MARKER: DS = TRIANGULATION STATION DISK
 FS1376_SETTING: 80 = SET IN A BOULDER
 FS1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1376+STABILITY: SURFACE MOTION
 FS1376
 FS1376  HISTORY     - Date     Condition        Report By
 FS1376  HISTORY     - 1958     MONUMENTED       USGS
 FS1376
 FS1376                          STATION DESCRIPTION
 FS1376
 FS1376'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FS1376'LOCATED ABOUT 39 MI WSW. OF BOULDER CITY, 4 MI ESE. OF JEAN, 26
 FS1376'FT S. OF RD.  ALONG SECONDARY POWER LINE.
 FS1376'
 FS1376'TO REACH FROM BOULDER CITY, DRIVE 4 MI W. ON U.S. HWY. 93 TO JCT.
 FS1376'WITH U.S. HWY. 95.  TURN LEFT 7.9 MI S. ALONG U.S. HWY. 95 TO MAIN
 FS1376'POWER LINE.  TURN RIGHT OFF HWY. ALONG MAIN POWER LINE 21 MI TO
 FS1376'RD. FORKS ABOUT 1 MI W. OF MCCULLOUGH PASS.  TAKE RIGHT FORK POWER
 FS1376'LINE NO. 3 RD. 2.2 MI TO LOCKED CABLE ACROSS RD.  TURN RIGHT (N.)
 FS1376'ON SIDE RD. 50 FT W. OF CABLE 0.9 MI TO X-RDS. ALONG SECONDARY
 FS1376'POWER LINE.  TURN LEFT ALONG POWER LINE RD. 0.7 MI TO STATION 26
 FS1376'FT S. OF RD.
 FS1376'
 FS1376'STATION MARK--STANDARD TABLET STAMPED---BORAX 1958---, CEMENTED IN
 FS1376'TOP OF BURIED ROCK PROJECTING 0.5 FT.
 FS1376'
 FS1376'RM 1--COPPER NAIL AND WASHER STAMPED---RM NO 1---, CEMENTED IN
 FS1376'BURIED ROCK FLUSH WITH GROUND.
 FS1376'
 FS1376'RM 2--COPPER NAIL AND WASHER STAMPED---RM NO 2---, CEMENTED IN
 FS1376'BURIED ROCK FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8158 ***********************************************************************
 AH8158  DESIGNATION -  BORAX
 AH8158  PID         -  AH8158
 AH8158  STATE/COUNTY-  NV/ESMERALDA
 AH8158  USGS QUAD   -  RHYOLITE RIDGE (1987)
 AH8158
 AH8158                         *CURRENT SURVEY CONTROL
 AH8158  ___________________________________________________________________
 AH8158* NAD 83(1994)-  37 52 08.84708(N)    117 51 11.15885(W)     ADJUSTED  
 AH8158* NAVD 88     -      2361.0    (meters)    7746.     (feet)  VERTCON   
 AH8158  ___________________________________________________________________
 AH8158  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 AH8158  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AH8158
 AH8158  HORZ ORDER  -  THIRD
 AH8158
 AH8158.The horizontal coordinates were established by classical geodetic methods
 AH8158.and adjusted by the National Geodetic Survey in February 1999..
 AH8158
 AH8158.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8158
 AH8158.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8158
 AH8158.The geoid height was determined by GEOID03.
 AH8158
 AH8158;                    North         East     Units Scale Factor Converg.
 AH8158;SPC NV W     - 4,346,329.813   864,246.044   MT  0.99995082   +0 26 53.8
 AH8158;SPC NV W     -14,259,583.73  2,835,447.23   sFT  0.99995082   +0 26 53.8
 AH8158;UTM  11      - 4,191,637.156   424,966.522   MT  0.99966934   -0 31 25.3
 AH8158
 AH8158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8158!SPC NV W     -   0.99963365  x   0.99995082  =   0.99958449
 AH8158!UTM  11      -   0.99963365  x   0.99966934  =   0.99930311
 AH8158
 AH8158                          SUPERSEDED SURVEY CONTROL
 AH8158
 AH8158  NGVD 29 (02/26/99) 2359.8    (m)         7742.     (f) VERT ANG       
 AH8158
 AH8158.Superseded values are not recommended for survey control.
 AH8158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8158.See file dsdata.txt to determine how the superseded data were derived.
 AH8158
 AH8158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB2496791637(NAD 83)
 AH8158_MARKER: DS = TRIANGULATION STATION DISK
 AH8158_SETTING: 66 = SET IN ROCK OUTCROP
 AH8158_PROJECTION: FLUSH
 AH8158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8158+STABILITY: POSITION/ELEVATION WELL
 AH8158
 AH8158  HISTORY     - Date     Condition        Report By
 AH8158  HISTORY     - 1962     MONUMENTED       USGS
 AH8158
 AH8158                          STATION DESCRIPTION
 AH8158
 AH8158'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH8158'LOCATED ABOUT 14.1 MI. (AIRLINE) NW. OF THE TOWN OF SILVER PEAK, ABOUT
 AH8158'10.1 MI. S. OF COALDALE, ABOUT 6 MI. E. OF THE FISH LAKE HIGHWAY
 AH8158'MAINTENANCE STATION, AND ON THE MOST NW. TOP AT THE NW. END OF THE
 AH8158'SILVER PEAK RANGE.
 AH8158'STATION REACHED BY HELICOPTER.
 AH8158'STATION MARK--STANDARD TABLET STAMPED---BORAX 1962--- SET IN ROCK IN
 AH8158'PLACE ON THE HIGHEST PART OF THE TOP.
 AH8158'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED---NO 1 1962--- SET IN
 AH8158'DRILL HOLE IN SOLID ROCK, 36.10 FT. FROM STATION MARK IN DIRECTION 83
 AH8158'DEGREES 50 MINUTES.
 AH8158'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---NO 2 1962--- SET IN
 AH8158'DRILL HOLE IN SOLID ROCK, 20.95 FT. FROM STATION MARK IN DIRECTION 186
 AH8158'DEGREES 51 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0698 ***********************************************************************
 JP0698  DESIGNATION -  BORDOLI
 JP0698  PID         -  JP0698
 JP0698  STATE/COUNTY-  NV/NYE
 JP0698  USGS QUAD   -  TROY CANYON (1990)
 JP0698
 JP0698                         *CURRENT SURVEY CONTROL
 JP0698  ___________________________________________________________________
 JP0698* NAD 83(1994)-  38 15 50.88008(N)    115 31 47.07376(W)     ADJUSTED  
 JP0698* NAVD 88     -      3149.3    (meters)   10332.     (feet)  VERTCON   
 JP0698  ___________________________________________________________________
 JP0698  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 JP0698  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 JP0698
 JP0698  HORZ ORDER  -  THIRD
 JP0698
 JP0698.The horizontal coordinates were established by classical geodetic methods
 JP0698.and adjusted by the National Geodetic Survey in June 1998..
 JP0698
 JP0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0698
 JP0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0698
 JP0698.The geoid height was determined by GEOID03.
 JP0698
 JP0698;                    North         East     Units Scale Factor Converg.
 JP0698;SPC NV C     - 6,390,530.573   599,491.188   MT  1.00002187   +0 42 14.9
 JP0698;SPC NV C     -20,966,265.72  1,966,830.67   sFT  1.00002187   +0 42 14.9
 JP0698;UTM  11      - 4,236,143.958   628,623.621   MT  0.99980375   +0 54 38.3
 JP0698
 JP0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0698!SPC NV C     -   0.99950972  x   1.00002187  =   0.99953158
 JP0698!UTM  11      -   0.99950972  x   0.99980375  =   0.99931357
 JP0698
 JP0698|---------------------------------------------------------------------|
 JP0698| PID    Reference Object                     Distance      Geod. Az  |
 JP0698|                                                           dddmmss.s |
 JP0698| CS8715 BORDOLI RM 2                         11.838 METERS 17108     |
 JP0698| CS8714 BORDOLI RM 1                          4.487 METERS 30117     |
 JP0698|---------------------------------------------------------------------|
 JP0698
 JP0698                          SUPERSEDED SURVEY CONTROL
 JP0698
 JP0698  NAD 83(1986)-  38 15 50.87832(N)    115 31 47.07830(W) AD(       ) 3
 JP0698  NGVD 29 (01/04/94) 3148.0    (m)        10328.     (f) VERT ANG       
 JP0698
 JP0698.Superseded values are not recommended for survey control.
 JP0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0698.See file dsdata.txt to determine how the superseded data were derived.
 JP0698
 JP0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC2862436144(NAD 83)
 JP0698_MARKER: DS = TRIANGULATION STATION DISK
 JP0698_SETTING: 66 = SET IN ROCK OUTCROP
 JP0698_SP_SET: SET IN ROCK OUTCROP
 JP0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0698+STABILITY: POSITION/ELEVATION WELL
 JP0698
 JP0698  HISTORY     - Date     Condition        Report By
 JP0698  HISTORY     - 1963     MONUMENTED       USGS
 JP0698
 JP0698                          STATION DESCRIPTION
 JP0698
 JP0698'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JP0698'LOCATED 10.5 MI E. OF NYALA RANCH, 5 MI SSE. OF TROY PEAK.  ON
 JP0698'ROCKY TOP WITH SOME TREES GROWING ON NORTH END.
 JP0698'
 JP0698'STATION REACHED BY HELICOPTER.
 JP0698'
 JP0698'STATION MARK--STANDARD TABLET STAMPED---BORDOLI 1963---, CEMENTED
 JP0698'IN SLOPING FLAT ROCK OUTCROP 2 FT LOWER THAN HIGHEST PART OF TOP.
 JP0698'
 JP0698'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, 4 FT LOWER THAN
 JP0698'STATION MARK.
 JP0698'
 JP0698'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, 7.4 FT LOWER THAN
 JP0698'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0646 ***********************************************************************
 HQ0646  DESIGNATION -  BORE HORN CHIZT PUNCH MARK
 HQ0646  PID         -  HQ0646
 HQ0646  STATE/COUNTY-  NV/NYE
 HQ0646  USGS QUAD   -  CACTUS SPRING (1988)
 HQ0646
 HQ0646                         *CURRENT SURVEY CONTROL
 HQ0646  ___________________________________________________________________
 HQ0646* NAD 83(1986)-  37 44 03.     (N)    116 46 46.     (W)     SCALED    
 HQ0646* NAVD 88     -      1813.206  (meters)    5948.83   (feet)  ADJUSTED  
 HQ0646  ___________________________________________________________________
 HQ0646  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 HQ0646  DYNAMIC HT  -        1811.152 (meters)    5942.09  (feet)  COMP
 HQ0646  MODELED GRAV-     979,432.1   (mgal)                       NAVD 88
 HQ0646
 HQ0646  VERT ORDER  -  FIRST     CLASS II
 HQ0646
 HQ0646.The horizontal coordinates were scaled from a topographic map and have
 HQ0646.an estimated accuracy of +/- 6 seconds.
 HQ0646
 HQ0646.The orthometric height was determined by differential leveling
 HQ0646.and adjusted by the National Geodetic Survey in June 1991..
 HQ0646
 HQ0646.The geoid height was determined by GEOID03.
 HQ0646
 HQ0646.The dynamic height is computed by dividing the NAVD 88
 HQ0646.geopotential number by the normal gravity value computed on the
 HQ0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0646.degrees latitude (g = 980.6199 gals.).
 HQ0646
 HQ0646.The modeled gravity was interpolated from observed gravity values.
 HQ0646
 HQ0646;                    North         East    Units  Estimated Accuracy
 HQ0646;SPC NV C     - 6,331,110.      490,060.      MT  (+/- 180 meters Scaled)
 HQ0646
 HQ0646                          SUPERSEDED SURVEY CONTROL
 HQ0646
 HQ0646.No superseded survey control is available for this station.
 HQ0646
 HQ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB194763(NAD 83)
 HQ0646_MARKER: Z = SEE DESCRIPTION
 HQ0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0646_SP_SET: TOWER LEG
 HQ0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0646
 HQ0646  HISTORY     - Date     Condition        Report By
 HQ0646  HISTORY     - UNK      MONUMENTED       CGS
 HQ0646  HISTORY     - 1968     GOOD             NGS
 HQ0646
 HQ0646                          STATION DESCRIPTION
 HQ0646
 HQ0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0646'30 MI SSE FROM TONOPAH.
 HQ0646'IS A CENTER PUNCH MARK ON A PIECE OF METAL WHICH IS WELDED TO
 HQ0646'THE NORTH LEG OF BORE SIGHT TOWER AND DIRECTLY UNDER THE BORE
 HQ0646'HORN WHICH IS MOUNTED NEAR THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0648 ***********************************************************************
 HQ0648  DESIGNATION -  BORE SIGHT
 HQ0648  PID         -  HQ0648
 HQ0648  STATE/COUNTY-  NV/NYE
 HQ0648  USGS QUAD   -  CACTUS SPRING (1988)
 HQ0648
 HQ0648                         *CURRENT SURVEY CONTROL
 HQ0648  ___________________________________________________________________
 HQ0648* NAD 83(1986)-  37 44 03.     (N)    116 46 46.     (W)     SCALED    
 HQ0648* NAVD 88     -      1811.885  (meters)    5944.49   (feet)  ADJUSTED  
 HQ0648  ___________________________________________________________________
 HQ0648  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 HQ0648  DYNAMIC HT  -        1809.832 (meters)    5937.76  (feet)  COMP
 HQ0648  MODELED GRAV-     979,432.1   (mgal)                       NAVD 88
 HQ0648
 HQ0648  VERT ORDER  -  FIRST     CLASS II
 HQ0648
 HQ0648.The horizontal coordinates were scaled from a topographic map and have
 HQ0648.an estimated accuracy of +/- 6 seconds.
 HQ0648
 HQ0648.The orthometric height was determined by differential leveling
 HQ0648.and adjusted by the National Geodetic Survey in June 1991..
 HQ0648
 HQ0648.The geoid height was determined by GEOID03.
 HQ0648
 HQ0648.The dynamic height is computed by dividing the NAVD 88
 HQ0648.geopotential number by the normal gravity value computed on the
 HQ0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0648.degrees latitude (g = 980.6199 gals.).
 HQ0648
 HQ0648.The modeled gravity was interpolated from observed gravity values.
 HQ0648
 HQ0648;                    North         East    Units  Estimated Accuracy
 HQ0648;SPC NV C     - 6,331,110.      490,060.      MT  (+/- 180 meters Scaled)
 HQ0648
 HQ0648                          SUPERSEDED SURVEY CONTROL
 HQ0648
 HQ0648.No superseded survey control is available for this station.
 HQ0648
 HQ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB194763(NAD 83)
 HQ0648_MARKER: DB = BENCH MARK DISK
 HQ0648_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0648_SP_SET: BEDROCK
 HQ0648_STAMPING: BORE SIGHT 1968
 HQ0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0648+STABILITY: POSITION/ELEVATION WELL
 HQ0648
 HQ0648  HISTORY     - Date     Condition        Report By
 HQ0648  HISTORY     - 1968     MONUMENTED       CGS
 HQ0648
 HQ0648                          STATION DESCRIPTION
 HQ0648
 HQ0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0648'30 MI SSE FROM TONOPAH.
 HQ0648'LOCATED ON THE TONOPAH TEST RANGE WHICH IS ABOUT 30 MILES S-SE
 HQ0648'OF TONOPAH.  3 3/4 MILES SW OF THE TEST RANGE HEADQUARTERS, ON
 HQ0648'THE SOUTH SLOPE OF AND ABOUT 100 FEET LOWER THAN THE TOP OF A
 HQ0648'PROMINENT HILL CALLED RADAR HILL.  TO REACH THE STATION FROM THE
 HQ0648'TEST RANGE HEADQUARTERS, GO SOUTH ON THE MAIN SURFACED ROAD FOR
 HQ0648'2.0 MILES TO A SURFACED SIDE ROAD RIGHT, TURN RIGHT AND GO
 HQ0648'WEST, SOUTH, AND EAST FOR 3.2 MILES TO A GRAVELED SIDE ROAD
 HQ0648'RIGHT, TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO A TOWER ABOUT
 HQ0648'100 FEET HIGH.  SET IN A DRILL HOLE IN BEDROCK 14 INCHES BELOW
 HQ0648'THE SURFACE OF THE GROUND.  THE OPENING ABOVE THE MARK IS
 HQ0648'SURROUNDED BY A 7X12 INCH CONCRETE BOX.  34.4 FEET NORTH OF THE
 HQ0648'NORTH SIDE OF A SMALL BUILDING AND 20.6 FEET NORTH OF THE NORTH
 HQ0648'LEG OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1046 ***********************************************************************
 HQ1046  DESIGNATION -  BORE SIGHT
 HQ1046  PID         -  HQ1046
 HQ1046  STATE/COUNTY-  NV/NYE
 HQ1046  USGS QUAD   -  CACTUS SPRING (1988)
 HQ1046
 HQ1046                         *CURRENT SURVEY CONTROL
 HQ1046  ___________________________________________________________________
 HQ1046* NAD 83(1994)-  37 44 09.42042(N)    116 46 48.93777(W)     ADJUSTED  
 HQ1046* NAVD 88     -      1811.91   (+/-2cm)    5944.6    (feet)  VERTCON   
 HQ1046  ___________________________________________________________________
 HQ1046  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 HQ1046  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 HQ1046
 HQ1046  HORZ ORDER  -  SECOND
 HQ1046  VERT ORDER  -  THIRD ? (See Below)
 HQ1046
 HQ1046.The horizontal coordinates were established by classical geodetic methods
 HQ1046.and adjusted by the National Geodetic Survey in June 1998..
 HQ1046
 HQ1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1046.The vertical order pertains to the NGVD 29 superseded value.
 HQ1046
 HQ1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1046
 HQ1046.The geoid height was determined by GEOID03.
 HQ1046
 HQ1046;                    North         East     Units Scale Factor Converg.
 HQ1046;SPC NV C     - 6,331,304.683   489,988.107   MT  0.99990123   -0 04 10.3
 HQ1046;SPC NV C     -20,771,955.45  1,607,569.31   sFT  0.99990123   -0 04 10.3
 HQ1046;UTM  11      - 4,176,541.518   519,361.523   MT  0.99960462   +0 08 04.2
 HQ1046
 HQ1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1046!SPC NV C     -   0.99971974  x   0.99990123  =   0.99962099
 HQ1046!UTM  11      -   0.99971974  x   0.99960462  =   0.99932447
 HQ1046
 HQ1046:                Primary Azimuth Mark                     Grid Az
 HQ1046:SPC NV C     -  RADAR HILL 24                            010 37 12.8
 HQ1046:UTM  11      -  RADAR HILL 24                            010 24 58.3
 HQ1046
 HQ1046|---------------------------------------------------------------------|
 HQ1046| PID    Reference Object                     Distance      Geod. Az  |
 HQ1046|                                                           dddmmss.s |
 HQ1046| HQ0650 RADAR HILL 24                       489.080 METERS 0103302.5 |
 HQ1046| HQ0647 BORE SIGHT RM 1                      11.197 METERS 11945     |
 HQ1046| HQ0649 BORE SIGHT RM 2                      12.950 METERS 17632     |
 HQ1046| HQ0655 RADAR TARGET 4                      APPROX. 1.3 KM 2590136.9 |
 HQ1046|---------------------------------------------------------------------|
 HQ1046
 HQ1046                          SUPERSEDED SURVEY CONTROL
 HQ1046
 HQ1046  NAD 83(1992)-  37 44 09.41702(N)    116 46 48.94621(W) AD(       ) 2
 HQ1046  NAD 83(1986)-  37 44 09.41710(N)    116 46 48.94612(W) AD(       ) 2
 HQ1046  NAD 27      -  37 44 09.63965(N)    116 46 45.71834(W) AD(       ) 2
 HQ1046  NGVD 29 (07/19/86) 1810.78   (m)         5940.9    (f) LEVELING    3  
 HQ1046
 HQ1046.Superseded values are not recommended for survey control.
 HQ1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1046.See file dsdata.txt to determine how the superseded data were derived.
 HQ1046
 HQ1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB1936276542(NAD 83)
 HQ1046_MARKER: DS = TRIANGULATION STATION DISK
 HQ1046_SETTING: 66 = SET IN ROCK OUTCROP
 HQ1046_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HQ1046
 HQ1046  HISTORY     - Date     Condition        Report By
 HQ1046  HISTORY     - 1968     MONUMENTED       CGS
 HQ1046
 HQ1046                          STATION DESCRIPTION
 HQ1046
 HQ1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ1046'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS ABOUT
 HQ1046'30 MILES SOUTH-SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-3/4 MILES
 HQ1046'SOUTHWEST OF THE TEST RANGE HEADQUARTERS, ON THE SOUTH SLOPE OF AND
 HQ1046'ABOUT 100 FEET LOWER THAN THE TOP OF A PROMINENT HILL CALLED RADAR
 HQ1046'HILL.
 HQ1046'
 HQ1046'TO REACH THE STATION FROM THE TEST RANGE HEADQUARTERS, GO SOUTH ON
 HQ1046'THE MAIN SURFACED ROAD FOR 2.0 MILES TO A SURFACED SIDE ROAD RIGHT,
 HQ1046'TURN RIGHT AND GO WEST, SOUTH, AND EAST FOR 3.2 MILES TO A GRAVELED
 HQ1046'SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO A
 HQ1046'TOWER ABOUT 100 FEET HIGH AND THE STATION AS DESCRIBED.
 HQ1046'
 HQ1046'THE STATION MARK IS A STANDARD DISK STAMPED BORE SIGHT 1968,
 HQ1046'SET IN A DRILL HOLE IN BEDROCK 14 INCHES BELOW THE SURFACE OF THE
 HQ1046'GROUND.  THE OPENING ABOVE THE MARK IS SURROUNDED BY A 7 X 12
 HQ1046'INCH CONCRETE BOX.  IT IS 34.4 FEET NORTH OF THE NORTH SIDE OF A
 HQ1046'SMALL BUILDING AND 20.6 FEET NORTH OF THE NORTH LEG OF THE TOWER.
 HQ1046'
 HQ1046'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BORE SIGHT NO 1 1968,
 HQ1046'SET IN A DRILL HOLE IN A 2 X 4 FOOT BOULDER PROJECTING 18 INCHES
 HQ1046'ON THE EAST SIDE AND FLUSH WITH THE GROUND ON THE WEST SIDE.  IT
 HQ1046'IS 36.0 FEET EAST OF THE NORTH LEG OF THE TOWER, 35.9 FEET
 HQ1046'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BUILDING AND
 HQ1046'ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 HQ1046'
 HQ1046'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BORE SIGHT NO 2 1968,
 HQ1046'SET IN A DRILL HOLE IN A 3 FOOT 9 INCH SQUARE CONCRETE PAD THAT
 HQ1046'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 HQ1046'CONCRETE PAD IS A PORCH TYPE STRUCTURE THAT IS CONNECTED TO A
 HQ1046'SMALL BUILDING WITH THE NUMBER 24-52 ON IT.
 HQ1046'
 HQ1046'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 HQ1046'
 HQ1046'BORE HORN (CHIZT) IS A CENTER PUNCH MARK ON A PIECE OF METAL WHICH
 HQ1046'IS WELDED TO THE NORTH LEG OF BORE SIGHT TOWER AND DIRECTLY UNDER
 HQ1046'THE BORE HORN WHICH IS MOUNTED NEAR THE TOP OF THE TOWER.
 HQ1046'
 HQ1046'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0647 ***********************************************************************
 HQ0647  DESIGNATION -  BORE SIGHT RM 1
 HQ0647  PID         -  HQ0647
 HQ0647  STATE/COUNTY-  NV/NYE
 HQ0647  USGS QUAD   -  CACTUS SPRING (1988)
 HQ0647
 HQ0647                         *CURRENT SURVEY CONTROL
 HQ0647  ___________________________________________________________________
 HQ0647* NAD 83(1986)-  37 44 03.     (N)    116 46 46.     (W)     SCALED    
 HQ0647* NAVD 88     -      1811.876  (meters)    5944.46   (feet)  ADJUSTED  
 HQ0647  ___________________________________________________________________
 HQ0647  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 HQ0647  DYNAMIC HT  -        1809.824 (meters)    5937.73  (feet)  COMP
 HQ0647  MODELED GRAV-     979,432.1   (mgal)                       NAVD 88
 HQ0647
 HQ0647  VERT ORDER  -  FIRST     CLASS II
 HQ0647
 HQ0647.The horizontal coordinates were scaled from a topographic map and have
 HQ0647.an estimated accuracy of +/- 6 seconds.
 HQ0647
 HQ0647.The orthometric height was determined by differential leveling
 HQ0647.and adjusted by the National Geodetic Survey in June 1991..
 HQ0647
 HQ0647.The geoid height was determined by GEOID03.
 HQ0647
 HQ0647.The dynamic height is computed by dividing the NAVD 88
 HQ0647.geopotential number by the normal gravity value computed on the
 HQ0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0647.degrees latitude (g = 980.6199 gals.).
 HQ0647
 HQ0647.The modeled gravity was interpolated from observed gravity values.
 HQ0647
 HQ0647;                    North         East    Units  Estimated Accuracy
 HQ0647;SPC NV C     - 6,331,110.      490,060.      MT  (+/- 180 meters Scaled)
 HQ0647
 HQ0647                          SUPERSEDED SURVEY CONTROL
 HQ0647
 HQ0647.No superseded survey control is available for this station.
 HQ0647
 HQ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB194763(NAD 83)
 HQ0647_MARKER: DR = REFERENCE MARK DISK
 HQ0647_SETTING: 80 = SET IN A BOULDER
 HQ0647_SP_SET: BOULDER
 HQ0647_STAMPING: BORE SIGHT NO 1 1968
 HQ0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0647+STABILITY: SURFACE MOTION
 HQ0647
 HQ0647  HISTORY     - Date     Condition        Report By
 HQ0647  HISTORY     - 1968     MONUMENTED       CGS
 HQ0647
 HQ0647                          STATION DESCRIPTION
 HQ0647
 HQ0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0647'30 MI SSE FROM TONOPAH.
 HQ0647'SET IN A DRILL HOLE IN A 2X4 FOOT BOULDER PROJECTING 18 INCHES
 HQ0647'ON THE EAST SIDE AND FLUSH WITH THE GROUND ON THE WEST SIDE.  IT
 HQ0647'IS 36.0 FEET EAST OF THE NORTH LEG OF THE TOWER, 35.9 FEET
 HQ0647'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0649 ***********************************************************************
 HQ0649  DESIGNATION -  BORE SIGHT RM 2
 HQ0649  PID         -  HQ0649
 HQ0649  STATE/COUNTY-  NV/NYE
 HQ0649  USGS QUAD   -  CACTUS SPRING (1988)
 HQ0649
 HQ0649                         *CURRENT SURVEY CONTROL
 HQ0649  ___________________________________________________________________
 HQ0649* NAD 83(1986)-  37 44 03.     (N)    116 46 46.     (W)     SCALED    
 HQ0649* NAVD 88     -      1813.032  (meters)    5948.26   (feet)  ADJUSTED  
 HQ0649  ___________________________________________________________________
 HQ0649  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 HQ0649  DYNAMIC HT  -        1810.978 (meters)    5941.52  (feet)  COMP
 HQ0649  MODELED GRAV-     979,432.1   (mgal)                       NAVD 88
 HQ0649
 HQ0649  VERT ORDER  -  FIRST     CLASS II
 HQ0649
 HQ0649.The horizontal coordinates were scaled from a topographic map and have
 HQ0649.an estimated accuracy of +/- 6 seconds.
 HQ0649
 HQ0649.The orthometric height was determined by differential leveling
 HQ0649.and adjusted by the National Geodetic Survey in June 1991..
 HQ0649
 HQ0649.The geoid height was determined by GEOID03.
 HQ0649
 HQ0649.The dynamic height is computed by dividing the NAVD 88
 HQ0649.geopotential number by the normal gravity value computed on the
 HQ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0649.degrees latitude (g = 980.6199 gals.).
 HQ0649
 HQ0649.The modeled gravity was interpolated from observed gravity values.
 HQ0649
 HQ0649;                    North         East    Units  Estimated Accuracy
 HQ0649;SPC NV C     - 6,331,110.      490,060.      MT  (+/- 180 meters Scaled)
 HQ0649
 HQ0649                          SUPERSEDED SURVEY CONTROL
 HQ0649
 HQ0649.No superseded survey control is available for this station.
 HQ0649
 HQ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB194763(NAD 83)
 HQ0649_MARKER: DR = REFERENCE MARK DISK
 HQ0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0649_SP_SET: CONCRETE PAD
 HQ0649_STAMPING: BORE SIGHT NO 2
 HQ0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0649
 HQ0649  HISTORY     - Date     Condition        Report By
 HQ0649  HISTORY     - 1968     MONUMENTED       CGS
 HQ0649  HISTORY     - 1968     GOOD             NGS
 HQ0649
 HQ0649                          STATION DESCRIPTION
 HQ0649
 HQ0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0649'30 MI SE FROM TONOPAH.
 HQ0649'SET IN A DRILL HOLE IN A 3 FOOT 9 INCH SQUARE CONCRETE PAD THAT
 HQ0649'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 HQ0649'THE CONCRETE PAD IS A PORCH TYPE STRUCTURE THAT IS CONNECTED TO
 HQ0649'A SMALL BUILDING WITH THE NUMBER 24-52 ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1227 ***********************************************************************
 JR1227  DESIGNATION -  BOT
 JR1227  PID         -  JR1227
 JR1227  STATE/COUNTY-  NV/DOUGLAS
 JR1227  USGS QUAD   -  SOUTH LAKE TAHOE (1992)
 JR1227
 JR1227                         *CURRENT SURVEY CONTROL
 JR1227  ___________________________________________________________________
 JR1227* NAD 83(1994)-  38 59 23.31220(N)    119 57 13.15122(W)     ADJUSTED  
 JR1227* NAVD 88     -                                                        
 JR1227  ___________________________________________________________________
 JR1227  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 JR1227  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 JR1227
 JR1227  HORZ ORDER  -  THIRD
 JR1227
 JR1227.The horizontal coordinates were established by classical geodetic methods
 JR1227.and adjusted by the National Geodetic Survey in June 1998..
 JR1227
 JR1227
 JR1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1227
 JR1227.The geoid height was determined by GEOID03.
 JR1227
 JR1227;                    North         East     Units Scale Factor Converg.
 JR1227;SPC NV W     - 4,471,360.528   681,286.587   MT  1.00007348   -0 51 44.2
 JR1227;SPC NV W     -14,669,788.67  2,235,187.74   sFT  1.00007348   -0 51 44.2
 JR1227;SPC CA 2     -   648,871.609 2,177,263.231   MT  0.99991604   +1 17 24.6
 JR1227;SPC CA 2     - 2,128,839.60  7,143,237.78   sFT  0.99991604   +1 17 24.6
 JR1227;UTM  11      - 4,319,796.513   244,177.474   MT  1.00040594   -1 51 33.8
 JR1227;UTM  10      - 4,320,061.296   763,852.506   MT  1.00045733   +1 55 04.1
 JR1227
 JR1227                          SUPERSEDED SURVEY CONTROL
 JR1227
 JR1227  NAD 83(1992)-  38 59 23.31152(N)    119 57 13.14938(W) AD(       ) 4
 JR1227  NAD 83(1986)-  38 59 23.28742(N)    119 57 13.11249(W) AD(       ) 4
 JR1227  NAD 27      -  38 59 23.61700(N)    119 57 09.47000(W) AD(       ) 3
 JR1227
 JR1227.Superseded values are not recommended for survey control.
 JR1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1227.See file dsdata.txt to determine how the superseded data were derived.
 JR1227
 JR1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4417719797(NAD 83)
 JR1227
 JR1227  HISTORY     - Date     Condition        Report By
 JR1227  HISTORY     - 1922     MONUMENTED       CGS
 JR1227
 JR1227                          STATION DESCRIPTION
 JR1227
 JR1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FLP)
 JR1227'THE WEST GABLE OF DE VEES LARGE BOAT-HOUSE AT THE END OF HIS
 JR1227'WHARF IN THE SOUTHERN PORTION OF MARLA COVE, ON THE SOUTHEAST
 JR1227'SHORE OF LAKE TAHOE, AT THE FOOT OF LITTLE ROUND TOP (FOLSOM
 JR1227'PEAK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0299 ***********************************************************************
 MV0299  DESIGNATION -  BOTTLE
 MV0299  PID         -  MV0299
 MV0299  STATE/COUNTY-  NV/HUMBOLDT
 MV0299  USGS QUAD   -  BOTTLE HILL (1990)
 MV0299
 MV0299                         *CURRENT SURVEY CONTROL
 MV0299  ___________________________________________________________________
 MV0299* NAD 83(1994)-  41 23 03.55659(N)    118 16 00.24465(W)     ADJUSTED  
 MV0299* NAVD 88     -      1419.     (meters)    4656.     (feet)  SCALED    
 MV0299  ___________________________________________________________________
 MV0299  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 MV0299  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 MV0299
 MV0299  HORZ ORDER  -  FIRST
 MV0299
 MV0299.The horizontal coordinates were established by classical geodetic methods
 MV0299.and adjusted by the National Geodetic Survey in June 1998..
 MV0299
 MV0299.The orthometric height was scaled from a topographic map.
 MV0299
 MV0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0299
 MV0299.The geoid height was determined by GEOID03.
 MV0299
 MV0299;                    North         East     Units Scale Factor Converg.
 MV0299;SPC NV W     - 4,736,371.495   826,479.135   MT  0.99990863   +0 12 33.5
 MV0299;SPC NV W     -15,539,245.48  2,711,540.30   sFT  0.99990863   +0 12 33.5
 MV0299;UTM  11      - 4,582,195.896   394,085.793   MT  0.99973805   -0 50 15.1
 MV0299
 MV0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0299!SPC NV W     -   0.99978067  x   0.99990863  =   0.99968932
 MV0299!UTM  11      -   0.99978067  x   0.99973805  =   0.99951877
 MV0299
 MV0299|---------------------------------------------------------------------|
 MV0299| PID    Reference Object                     Distance      Geod. Az  |
 MV0299|                                                           dddmmss.s |
 MV0299| CD6951 BOTTLE RM 1                           7.571 METERS 00524     |
 MV0299| MV0295 WHITE TARGET NR SOD HSE RANCH       APPROX.18.1 KM 0752527.8 |
 MV0299| CD6950 BOTTLE AZ MK                                       1491745.5 |
 MV0299| CD6952 BOTTLE RM 2                           9.013 METERS 28916     |
 MV0299|---------------------------------------------------------------------|
 MV0299
 MV0299                          SUPERSEDED SURVEY CONTROL
 MV0299
 MV0299  NAD 83(1986)-  41 23 03.56179(N)    118 16 00.23554(W) AD(       ) 1
 MV0299  NAD 27      -  41 23 03.92100(N)    118 15 56.68800(W) AD(       ) 1
 MV0299
 MV0299.Superseded values are not recommended for survey control.
 MV0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0299.See file dsdata.txt to determine how the superseded data were derived.
 MV0299
 MV0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF9408682196(NAD 83)
 MV0299_MARKER: DS = TRIANGULATION STATION DISK
 MV0299_SETTING: 66 = SET IN ROCK OUTCROP
 MV0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0299
 MV0299  HISTORY     - Date     Condition        Report By
 MV0299  HISTORY     - 1940     MONUMENTED       CGS
 MV0299  HISTORY     - 1958     GOOD             CGS
 MV0299  HISTORY     - 1960     GOOD             USGS
 MV0299
 MV0299                          STATION DESCRIPTION
 MV0299
 MV0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MV0299'STATION IS LOCATED ABOUT 42 MILES NW OF WINNEMUCCA AND 10
 MV0299'MILES W OF SOD HOUSE AND 15 MILES SE OF QUINN RIVER CROSSING
 MV0299'ON THE SMALL ISOLATED HILL KNOWN AS BOTTLE HILL IN T 41 N, R 33 E.
 MV0299'
 MV0299'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 MV0299'IN DRILL HOLES IN OUTCROPPING BEDROCK.  THEY ARE LOCATED ON BARE
 MV0299'LEDGE OF ROCK ON S EDGE OF HILLTOP, ABOUT 100 FEET S OF AND
 MV0299'4 FEET LOWER THAN THE HIGHEST POINT.
 MV0299'
 MV0299'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 MV0299'HOLE IN OUTCROPPING BEDROCK.  IT IS LOCATED 0.6 MILE BY ROAD
 MV0299'S OF THE STATION AND 63 FEET W OF ROAD IN THE ONLY ROCK OUTCROP
 MV0299'IN THIS VICINITY.  A 3-FOOT CAIRN ERECTED BY MARK.
 MV0299'
 MV0299'TO REACH FROM WINNEMUCCA, FOLLOW STATE HIGHWAY 8 N AND NW
 MV0299'ABOUT 32.0 MILES TO THE DENIO ROAD, TURN LEFT ON DENIO ROAD
 MV0299'AND GO W 15.0 MILES TO SOD HOUSE, CONTINUE W ON DENIO ROAD 12.0
 MV0299'MILES TO GRADED ROAD S, TURN LEFT, S, 4.6 MILES TO A LONE HILL
 MV0299'ON RIGHT AND STATION.  TRUCK CAN BE DRIVEN W UP SLOPE OF HILL
 MV0299'ABOUT 0.2 MILE, THENCE PACK W UP STEEP SLOPE TO TOP OF HILL
 MV0299'AND STATION.  (10-MINUTE PACK).
 MV0299
 MV0299                          STATION RECOVERY (1958)
 MV0299
 MV0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MV0299'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 MV0299'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 MV0299'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK
 MV0299'CHECKED WITH THE PREVIOUS DESCRIPTION.  DUE TO PAST
 MV0299'CONSTRUCTION, THE ROUTE TO THE STATION IS NOW OBSOLETE.  A NEW
 MV0299'DESCRIPTION FOLLOWS.
 MV0299'
 MV0299'THE STATION IS LOCATED ON A SMALL ISOLATED HILL THAT IS ABOUT
 MV0299'42.0 MILES NORTHWEST OF WINNEMUCCA, 11.0 MILES WEST OF SOD HOUSE
 MV0299'RANCH, AND 5.5 MILES SOUTH OF STATE HIGHWAY 8A.
 MV0299'
 MV0299'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95 AND
 MV0299'STATE HIGHWAY 8A (ABOUT 33 MILES NORTH OF WINNEMUCCA) GO
 MV0299'WEST ON STATE HIGHWAY 8A FOR 15.6 MILES TO SOD HOUSE RANCH.
 MV0299'CONTINUE AHEAD AND GO WESTERLY FOR 12.1 MILES TO A SIDE ROAD LEFT.
 MV0299'TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A CROSSROAD.  CONTINUE
 MV0299'SOUTHERLY AND GO 5.2 MILES (PASSING BY THE STATION) TO THE
 MV0299'AZIMUTH MARK ON THE RIGHT.  FROM THE AZIMUTH MARK, TURN AROUND,
 MV0299'GO NORTH FOR ABOUT 0.6 MILE TO A POINT WHERE YOU CAN LEAVE
 MV0299'THE ROAD.  PICK A WAY WEST UP TO THE BASE OF THE HILL AND
 MV0299'THENCE NORTH TO THE TOP OF A LEDGE AND THE END OF TRUCK
 MV0299'TRAVEL, A TOTAL OF ABOUT 0.2 MILE.  PACK WEST UP THE STEEP
 MV0299'SLOPE TO THE HIGHEST POINT AND STATION.  THIS IS ABOUT A 10
 MV0299'MINUTE PACK.
 MV0299'
 MV0299'THE STATION MARK, A STANDARD DISK STAMPED BOTTLE 1940, IS
 MV0299'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK ON THE SOUTH EDGE
 MV0299'OF THE HILL.  IT IS ABOUT 100 FEET SOUTH OF THE HIGHEST POINT
 MV0299'OF THE HILL.
 MV0299'
 MV0299'REFERENCE MARK 1, A STANDARD DISK STAMPED BOTTLE NO 1 1940,
 MV0299'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 MV0299'ABOUT 18 INCHES ABOVE THE GROUND.  IT IS ABOUT 75 FEET SOUTH
 MV0299'OF THE HIGHEST POINT OF THE HILL AND IS NORTH OF THE STATION
 MV0299'MARK, AND 18 INCHES HIGHER IN ELEVATION THAN THE STATION.
 MV0299'
 MV0299'REFERENCE MARK 2, A STANDARD DISK STAMPED BOTTLE NO 2 1940,
 MV0299'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 MV0299'ABOUT 18 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME
 MV0299'ELEVATION AS THE STATION MARK.
 MV0299'
 MV0299'THE AZIMUTH MARK, A STANDARD DISK STAMPED BOTTLE 1940, IS
 MV0299'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK IN THE ONLY OUTCROP
 MV0299'IN THE VICINITY.  IT IS ABOUT 0.6 MILE SOUTH OF THE STATION
 MV0299'AND 65 FEET WEST OF THE ROAD.
 MV0299'
 MV0299'OBSERVATIONS TAKEN FROM A PORTABLE TRIPOD.
 MV0299
 MV0299                          STATION RECOVERY (1960)
 MV0299
 MV0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MV0299'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 MV0299'RM OBSERVATIONS AGREE WITH NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1233 ***********************************************************************
 JR1233  DESIGNATION -  BOULDER
 JR1233  PID         -  JR1233
 JR1233  STATE/COUNTY-  NV/DOUGLAS
 JR1233  USGS QUAD   -  SOUTH LAKE TAHOE (1992)
 JR1233
 JR1233                         *CURRENT SURVEY CONTROL
 JR1233  ___________________________________________________________________
 JR1233* NAD 83(1994)-  38 56 43.20106(N)    119 53 42.14488(W)     ADJUSTED  
 JR1233* NAVD 88     -      2769.     (meters)    9085.     (feet)  SCALED    
 JR1233  ___________________________________________________________________
 JR1233  LAPLACE CORR-          -8.06  (seconds)                    DEFLEC99
 JR1233  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 JR1233
 JR1233  HORZ ORDER  -  THIRD
 JR1233
 JR1233.The horizontal coordinates were established by classical geodetic methods
 JR1233.and adjusted by the National Geodetic Survey in June 1998..
 JR1233
 JR1233.The orthometric height was scaled from a topographic map.
 JR1233
 JR1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1233
 JR1233.The geoid height was determined by GEOID03.
 JR1233
 JR1233;                    North         East     Units Scale Factor Converg.
 JR1233;SPC NV W     - 4,466,348.535   686,293.427   MT  1.00005916   -0 49 28.6
 JR1233;SPC NV W     -14,653,345.15  2,251,614.35   sFT  1.00005916   -0 49 28.6
 JR1233;SPC CA 2     -   644,051.888 2,182,453.974   MT  0.99991762   +1 19 37.6
 JR1233;SPC CA 2     - 2,113,026.90  7,160,267.75   sFT  0.99991762   +1 19 37.6
 JR1233;UTM  11      - 4,314,696.540   249,097.978   MT  1.00037524   -1 49 14.6
 JR1233
 JR1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1233!SPC NV W     -   0.99956948  x   1.00005916  =   0.99962862
 JR1233!SPC CA 2     -   0.99956948  x   0.99991762  =   0.99948714
 JR1233!UTM  11      -   0.99956948  x   1.00037524  =   0.99994456
 JR1233
 JR1233:                Primary Azimuth Mark                     Grid Az
 JR1233:SPC NV W     -  LEDGE                                    072 15 28.5
 JR1233:SPC CA 2     -  LEDGE                                    070 06 22.3
 JR1233:UTM  11      -  LEDGE                                    073 15 14.5
 JR1233
 JR1233|---------------------------------------------------------------------|
 JR1233| PID    Reference Object                     Distance      Geod. Az  |
 JR1233|                                                           dddmmss.s |
 JR1233| JR1201 LEDGE                               APPROX. 1.8 KM 0712559.9 |
 JR1233|---------------------------------------------------------------------|
 JR1233
 JR1233                          SUPERSEDED SURVEY CONTROL
 JR1233
 JR1233  NAD 83(1992)-  38 56 43.20113(N)    119 53 42.14479(W) AD(       ) 3
 JR1233  NAD 83(1986)-  38 56 43.18126(N)    119 53 42.11514(W) AD(       ) 3
 JR1233  NAD 27      -  38 56 43.50300(N)    119 53 38.47100(W) AD(       ) 3
 JR1233
 JR1233.Superseded values are not recommended for survey control.
 JR1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1233.See file dsdata.txt to determine how the superseded data were derived.
 JR1233
 JR1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4909814697(NAD 83)
 JR1233
 JR1233  HISTORY     - Date     Condition        Report By
 JR1233  HISTORY     - 1894     MONUMENTED       CGS
 JR1233  HISTORY     - 1940     SEE DESCRIPTION  USFS
 JR1233
 JR1233                          STATION DESCRIPTION
 JR1233
 JR1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (CHS)
 JR1233'STATION IS ON ROCKY LEDGE RUNNING NEARLY E AND W IMMEDIATELY N OF
 JR1233'FLUME RESERVOIR AND FIRST RIDGE N OF E PEAK.  TRAIL TO CAMP ON
 JR1233'SUMMIT AT STATE LINE RUNS ALONG N SIDE OF RESERVOIR ABOUT 1/4
 JR1233'MILE S OF THIS STATION.  STATION IS LOCATED ON A SOLID ROCK ABOUT
 JR1233'4 OR 5 FEET BELOW THE HIGHEST POINT OF THE ROCKS AND IS ABOUT
 JR1233'2 MILES S OF WHERE KINGSBURY GRADE CROSSES THE SUMMIT AND
 JR1233'OVERLOOKS CARSON VALLEY AND LAKE TAHOE.
 JR1233
 JR1233                          STATION RECOVERY (1940)
 JR1233
 JR1233'RECOVERY NOTE BY US FOREST SERVICE 1940
 JR1233'STATION RECOVERED IN GOOD CONDITION.  STATION MARK IS A 5/8-INCH
 JR1233'DRILL HOLE IN GRANITE BOULDER.  POLES OF ORIGINAL SIGNAL WERE
 JR1233'FOUND IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0372 ***********************************************************************
 MV0372  DESIGNATION -  BOULDER
 MV0372  PID         -  MV0372
 MV0372  STATE/COUNTY-  NV/WASHOE
 MV0372  USGS QUAD   -  BOULDER LAKE (1979)
 MV0372
 MV0372                         *CURRENT SURVEY CONTROL
 MV0372  ___________________________________________________________________
 MV0372* NAD 83(1994)-  41 25 03.15124(N)    119 47 47.97087(W)     ADJUSTED  
 MV0372* NAVD 88     -      1930.29   (+/-2cm)    6333.0    (feet)  VERTCON   
 MV0372  ___________________________________________________________________
 MV0372  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 MV0372  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 MV0372
 MV0372  HORZ ORDER  -  SECOND
 MV0372  VERT ORDER  -  THIRD ? (See Below)
 MV0372
 MV0372.The horizontal coordinates were established by classical geodetic methods
 MV0372.and adjusted by the National Geodetic Survey in June 1998..
 MV0372
 MV0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0372.The vertical order pertains to the NGVD 29 superseded value.
 MV0372
 MV0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0372
 MV0372.The geoid height was determined by GEOID03.
 MV0372
 MV0372;                    North         East     Units Scale Factor Converg.
 MV0372;SPC NV W     - 4,740,722.822   698,572.773   MT  1.00002656   -0 48 09.8
 MV0372;SPC NV W     -15,553,521.46  2,291,900.84   sFT  1.00002656   -0 48 09.8
 MV0372;UTM  11      - 4,588,885.007   266,275.546   MT  1.00027232   -1 51 03.4
 MV0372
 MV0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0372!SPC NV W     -   0.99970066  x   1.00002656  =   0.99972722
 MV0372!UTM  11      -   0.99970066  x   1.00027232  =   0.99997290
 MV0372
 MV0372:                Primary Azimuth Mark                     Grid Az
 MV0372:SPC NV W     -  HOME                                     236 42 22.3
 MV0372:UTM  11      -  HOME                                     237 45 15.9
 MV0372
 MV0372|---------------------------------------------------------------------|
 MV0372| PID    Reference Object                     Distance      Geod. Az  |
 MV0372|                                                           dddmmss.s |
 MV0372| MV0375 HOME                                APPROX.14.0 KM 2355412.5 |
 MV0372|---------------------------------------------------------------------|
 MV0372
 MV0372                          SUPERSEDED SURVEY CONTROL
 MV0372
 MV0372  NAD 83(1992)-  41 25 03.15209(N)    119 47 47.97113(W) AD(       ) 2
 MV0372  NAD 83(1986)-  41 25 03.15677(N)    119 47 47.97345(W) AD(       ) 2
 MV0372  NAD 27      -  41 25 03.53429(N)    119 47 44.21736(W) AD(       ) 2
 MV0372  NGVD 29 (07/19/86) 1929.08   (m)         6329.0    (f) LEVELING    3  
 MV0372
 MV0372.Superseded values are not recommended for survey control.
 MV0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0372.See file dsdata.txt to determine how the superseded data were derived.
 MV0372
 MV0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF6627688885(NAD 83)
 MV0372_MARKER: DD = SURVEY DISK
 MV0372_SETTING: 66 = SET IN ROCK OUTCROP
 MV0372_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 MV0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0372+STABILITY: POSITION/ELEVATION WELL
 MV0372
 MV0372  HISTORY     - Date     Condition        Report By
 MV0372  HISTORY     - 1966     MONUMENTED       USGS
 MV0372
 MV0372                          STATION DESCRIPTION
 MV0372
 MV0372'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DHK)
 MV0372'LOCATED ABOUT 13 MI. SE. OF VYA.  10.5 MI. E. OF THE
 MV0372'CALIFORNIA-NEVADA BORDER.  2.5 MI. NE. OF BOULDER LAKE.  ON A
 MV0372'ROCKY TOP.
 MV0372'
 MV0372'REACHED BY HELICOPTER.
 MV0372'
 MV0372'STATION MARK--A STANDARD TABLET STAMPED BOULDER 1966 CEMENTED
 MV0372'IN DRILL HOLE IN ROCK.
 MV0372'
 MV0372'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1841 ***********************************************************************
 GR1841  DESIGNATION -  BOULDER
 GR1841  PID         -  GR1841
 GR1841  STATE/COUNTY-  NV/CLARK
 GR1841  USGS QUAD   -  BOULDER CANYON (1983)
 GR1841
 GR1841                         *CURRENT SURVEY CONTROL
 GR1841  ___________________________________________________________________
 GR1841* NAD 83(1994)-  36 09 33.29674(N)    114 33 34.46556(W)     ADJUSTED  
 GR1841* NAVD 88     -       859.6    (meters)    2820.     (feet)  VERTCON   
 GR1841  ___________________________________________________________________
 GR1841  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 GR1841  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 GR1841
 GR1841  HORZ ORDER  -  FIRST
 GR1841
 GR1841.The horizontal coordinates were established by classical geodetic methods
 GR1841.and adjusted by the National Geodetic Survey in June 1998..
 GR1841
 GR1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1841
 GR1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1841
 GR1841.The geoid height was determined by GEOID03.
 GR1841
 GR1841;                    North         East     Units Scale Factor Converg.
 GR1841;SPC NV E     - 8,156,824.646   292,112.290   MT  1.00000451   +0 36 14.7
 GR1841;SPC NV E     -26,761,182.19    958,371.74   sFT  1.00000451   +0 36 14.7
 GR1841;SPC AZ W     -   572,504.211   140,516.994   MT  0.99999869   -0 28 39.7
 GR1841;SPC AZ W     - 1,878,294.66    461,013.76   iFT  0.99999869   -0 28 39.7
 GR1841;UTM  11      - 4,004,371.232   719,527.091   MT  1.00019383   +1 26 25.8
 GR1841
 GR1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1841!SPC NV E     -   0.99986947  x   1.00000451  =   0.99987398
 GR1841!SPC AZ W     -   0.99986947  x   0.99999869  =   0.99986816
 GR1841!UTM  11      -   0.99986947  x   1.00019383  =   1.00006328
 GR1841
 GR1841|---------------------------------------------------------------------|
 GR1841| PID    Reference Object                     Distance      Geod. Az  |
 GR1841|                                                           dddmmss.s |
 GR1841| CC5235 BOULDER RM 1                          5.802 METERS 00059     |
 GR1841| CC5236 BOULDER RM 2                          4.450 METERS 07529     |
 GR1841| CC4427 CAIRN HIGHEST PK ACROSS RIV                        1790511.8 |
 GR1841|---------------------------------------------------------------------|
 GR1841
 GR1841                          SUPERSEDED SURVEY CONTROL
 GR1841
 GR1841  NAD 83(1994)-  36 09 33.29676(N)    114 33 34.46551(W) AD(       ) 1
 GR1841  NAD 83(1992)-  36 09 33.29669(N)    114 33 34.46555(W) AD(       ) 1
 GR1841  NAD 83(1986)-  36 09 33.28398(N)    114 33 34.45823(W) AD(       ) 1
 GR1841  NAD 27      -  36 09 33.35400(N)    114 33 31.53400(W) AD(       ) 1
 GR1841  NGVD 29 (06/27/88)  858.9    (m)         2818.     (f) VERT ANG       
 GR1841
 GR1841.Superseded values are not recommended for survey control.
 GR1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1841.See file dsdata.txt to determine how the superseded data were derived.
 GR1841
 GR1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1952704371(NAD 83)
 GR1841_MARKER: DS = TRIANGULATION STATION DISK
 GR1841_SETTING: 66 = SET IN ROCK OUTCROP
 GR1841
 GR1841  HISTORY     - Date     Condition        Report By
 GR1841  HISTORY     - 1934     MONUMENTED       CGS
 GR1841  HISTORY     - 1948     GOOD             USGS
 GR1841  HISTORY     - 1951     GOOD             USGS
 GR1841
 GR1841                          STATION DESCRIPTION
 GR1841
 GR1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GR1841'STATION IS LOCATED ON A 3300-FOOT PEAK, THE FIRST ONE NW FROM
 GR1841'THE POINT OF THE APEX FORMED BY THE COLORADO RIVER AND BOULDER
 GR1841'WASH.  IT IS JUST W OF BOULDER WASH AND ONE MILE (AIR LINE) N
 GR1841'OF THE ORIGINAL BOULDER DAM SITE.
 GR1841'
 GR1841'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GR1841'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GR1841'
 GR1841'THE AZIMUTH MARK IS A TARGET AND CAIRN ON THE HIGHEST PEAK JUST
 GR1841'S ACROSS THE RIVER.
 GR1841'
 GR1841'WHEN THE WATER BACKS UP FROM THE DAM IT WILL NOT BE POSSIBLE
 GR1841'TO DRIVE A CAR WITHIN ABOUT 10 OR 12 HOURS OF THE STATION.
 GR1841'BEST REACHED FROM BOULDER DAM BY BOAT AS FOLLOWS--GO UP THE
 GR1841'RIVER TO BOULDER WASH WHICH COMES INTO COLORADO RIVER JUST
 GR1841'ABOVE BOULDER CANYON.  TURN UP THE WASH, GO ABOUT 1/2 MILE AND
 GR1841'LEAVE BOAT ON THE S SIDE OF THE WASH.  FROM HERE CLIMB TO THE
 GR1841'RIGHT HAND OF TWO SADDLES TO THE SW THEN W ALONG THE RIDGE TO
 GR1841'THE HIGHEST POINT AND THE STATION.
 GR1841
 GR1841                          STATION RECOVERY (1948)
 GR1841
 GR1841'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 GR1841'RECOVERED IN GOOD CONDITION.
 GR1841
 GR1841                          STATION RECOVERY (1951)
 GR1841
 GR1841'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1174 ***********************************************************************
 FS1174  DESIGNATION -  BOULDER CITY SEISM OUTPOST
 FS1174  PID         -  FS1174
 FS1174  STATE/COUNTY-  NV/CLARK
 FS1174  USGS QUAD   -  BOULDER CITY (1983)
 FS1174
 FS1174                         *CURRENT SURVEY CONTROL
 FS1174  ___________________________________________________________________
 FS1174* NAD 83(1994)-  35 59 00.93133(N)    114 50 03.16301(W)     ADJUSTED  
 FS1174* NAVD 88     -       747.     (meters)    2451.     (feet)  VERTCON   
 FS1174  ___________________________________________________________________
 FS1174  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FS1174  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FS1174
 FS1174  HORZ ORDER  -  THIRD
 FS1174
 FS1174.The horizontal coordinates were established by classical geodetic methods
 FS1174.and adjusted by the National Geodetic Survey in June 1998..
 FS1174
 FS1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1174
 FS1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1174
 FS1174.The geoid height was determined by GEOID03.
 FS1174
 FS1174;                    North         East     Units Scale Factor Converg.
 FS1174;SPC NV E     - 8,137,109.521   267,551.381   MT  0.99995621   +0 26 24.6
 FS1174;SPC NV E     -26,696,500.15    877,791.49   sFT  0.99995621   +0 26 24.6
 FS1174;SPC AZ W     -   553,254.457   115,587.902   MT  1.00005108   -0 38 13.5
 FS1174;SPC AZ W     - 1,815,139.29    379,225.40   iFT  1.00005108   -0 38 13.5
 FS1174;UTM  11      - 3,984,297.412   695,252.276   MT  1.00006977   +1 16 22.5
 FS1174
 FS1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1174!SPC NV E     -   0.99988725  x   0.99995621  =   0.99984347
 FS1174!SPC AZ W     -   0.99988725  x   1.00005108  =   0.99993833
 FS1174!UTM  11      -   0.99988725  x   1.00006977  =   0.99995702
 FS1174
 FS1174                          SUPERSEDED SURVEY CONTROL
 FS1174
 FS1174  NAD 83(1992)-  35 59 00.93134(N)    114 50 03.16350(W) AD(1991.35) 3
 FS1174  NAD 83(1992)-  35 59 00.93134(N)    114 50 03.16346(W) AD(       ) 3
 FS1174  NAD 83(1992)-  35 59 00.93124(N)    114 50 03.16317(W) AD(       ) 3
 FS1174  NAD 83(1986)-  35 59 00.92154(N)    114 50 03.14892(W) AD(       ) 3
 FS1174  NAD 27      -  35 59 01.01000(N)    114 50 00.19000(W) AD(       ) 3
 FS1174  NGVD 29 (07/19/86)  746.     (m)         2448.     (f) VERT ANG       
 FS1174
 FS1174.Superseded values are not recommended for survey control.
 FS1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1174.See file dsdata.txt to determine how the superseded data were derived.
 FS1174
 FS1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9525284297(NAD 83)
 FS1174_MARKER: Z = SEE DESCRIPTION
 FS1174_SETTING: 0 = UNSPECIFIED SETTING
 FS1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1174
 FS1174  HISTORY     - Date     Condition        Report By
 FS1174  HISTORY     - 1954     MONUMENTED       CGS
 FS1174
 FS1174                          STATION DESCRIPTION
 FS1174
 FS1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 FS1174'THE STATION IS THE APPROXIMATE CENTER OF THE BOX CONTAINING
 FS1174'THE INSTRUMENT.  IT IS LOCATED ON THE N. EDGE OF BOULDER
 FS1174'CITY, ABOUT 300 YARDS N. OF U.S. HIGHWAY 93 AND 466.  IT
 FS1174'IS ON THE NW. EDGE OF A SMALL HILL.  THE BOX IS ABOUT 2 FEET
 FS1174'BY 4 FEET AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 FS1174'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1175 ***********************************************************************
 FS1175  DESIGNATION -  BOULDER CITY SEISMOGRAPH
 FS1175  PID         -  FS1175
 FS1175  STATE/COUNTY-  NV/CLARK
 FS1175  USGS QUAD   -  BOULDER CITY (1983)
 FS1175
 FS1175                         *CURRENT SURVEY CONTROL
 FS1175  ___________________________________________________________________
 FS1175* NAD 83(1994)-  35 58 51.40396(N)    114 50 05.00880(W)     ADJUSTED  
 FS1175* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 FS1175  ___________________________________________________________________
 FS1175  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 FS1175  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FS1175
 FS1175  HORZ ORDER  -  THIRD
 FS1175
 FS1175.The horizontal coordinates were established by classical geodetic methods
 FS1175.and adjusted by the National Geodetic Survey in June 1998..
 FS1175
 FS1175.The orthometric height was scaled from a topographic map.
 FS1175
 FS1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1175
 FS1175.The geoid height was determined by GEOID03.
 FS1175
 FS1175;                    North         East     Units Scale Factor Converg.
 FS1175;SPC NV E     - 8,136,815.536   267,507.400   MT  0.99995614   +0 26 23.4
 FS1175;SPC NV E     -26,695,535.64    877,647.19   sFT  0.99995614   +0 26 23.4
 FS1175;SPC AZ W     -   552,961.323   115,538.397   MT  1.00005120   -0 38 14.4
 FS1175;SPC AZ W     - 1,814,177.57    379,062.98   iFT  1.00005120   -0 38 14.4
 FS1175;UTM  11      - 3,984,002.786   695,212.568   MT  1.00006958   +1 16 21.1
 FS1175
 FS1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1175!SPC NV E     -   0.99996839  x   0.99995614  =   0.99992453
 FS1175!SPC AZ W     -   0.99996839  x   1.00005120  =   1.00001958
 FS1175!UTM  11      -   0.99996839  x   1.00006958  =   1.00003796
 FS1175
 FS1175                          SUPERSEDED SURVEY CONTROL
 FS1175
 FS1175  NAD 83(1992)-  35 58 51.40396(N)    114 50 05.00921(W) AD(1991.35) 3
 FS1175  NAD 83(1992)-  35 58 51.40401(N)    114 50 05.00932(W) AD(       ) 3
 FS1175  NAD 83(1992)-  35 58 51.40390(N)    114 50 05.00903(W) AD(       ) 3
 FS1175  NAD 83(1986)-  35 58 51.39413(N)    114 50 04.99493(W) AD(       ) 3
 FS1175  NAD 27      -  35 58 51.48200(N)    114 50 02.04100(W) AD(       ) 3
 FS1175
 FS1175.Superseded values are not recommended for survey control.
 FS1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1175.See file dsdata.txt to determine how the superseded data were derived.
 FS1175
 FS1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9521384003(NAD 83)
 FS1175_MARKER: Z = SEE DESCRIPTION
 FS1175_SETTING: 0 = UNSPECIFIED SETTING
 FS1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1175
 FS1175  HISTORY     - Date     Condition        Report By
 FS1175  HISTORY     - 1946     MONUMENTED       CGS
 FS1175
 FS1175                          STATION DESCRIPTION
 FS1175
 FS1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DSC)
 FS1175'SEISMOGRAPH PIER IN BASEMENT OF BUREAU OF RECLAMATION ADMINISTRATION
 FS1175'BUILDING, BOULDER, CITY.
 FS1175'
 FS1175'THIS PIER IS A CONCRETE BLOCK 6 FEET SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1173 ***********************************************************************
 FS1173  DESIGNATION -  BOULDER CITY STANDPIPE
 FS1173  PID         -  FS1173
 FS1173  STATE/COUNTY-  NV/CLARK
 FS1173  USGS QUAD   -  BOULDER CITY (1983)
 FS1173
 FS1173                         *CURRENT SURVEY CONTROL
 FS1173  ___________________________________________________________________
 FS1173* NAD 83(1994)-  35 58 52.68777(N)    114 50 17.24456(W)     ADJUSTED  
 FS1173* NAVD 88     -       804.     (meters)    2638.     (feet)  SCALED    
 FS1173  ___________________________________________________________________
 FS1173  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 FS1173  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FS1173
 FS1173  HORZ ORDER  -  THIRD
 FS1173
 FS1173.The horizontal coordinates were established by classical geodetic methods
 FS1173.and adjusted by the National Geodetic Survey in June 1998..
 FS1173
 FS1173.The orthometric height was scaled from a topographic map.
 FS1173
 FS1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1173
 FS1173.The geoid height was determined by GEOID03.
 FS1173
 FS1173;                    North         East     Units Scale Factor Converg.
 FS1173;SPC NV E     - 8,136,852.755   267,200.597   MT  0.99995563   +0 26 16.2
 FS1173;SPC NV E     -26,695,657.75    876,640.63   sFT  0.99995563   +0 26 16.2
 FS1173;SPC AZ W     -   553,004.307   115,232.318   MT  1.00005194   -0 38 21.6
 FS1173;SPC AZ W     - 1,814,318.59    378,058.79   iFT  1.00005194   -0 38 21.6
 FS1173;UTM  11      - 3,984,035.546   694,905.220   MT  1.00006811   +1 16 14.0
 FS1173
 FS1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1173!SPC NV E     -   0.99987831  x   0.99995563  =   0.99983395
 FS1173!SPC AZ W     -   0.99987831  x   1.00005194  =   0.99993024
 FS1173!UTM  11      -   0.99987831  x   1.00006811  =   0.99994641
 FS1173
 FS1173                          SUPERSEDED SURVEY CONTROL
 FS1173
 FS1173  NAD 83(1992)-  35 58 52.68780(N)    114 50 17.24505(W) AD(1991.35) 3
 FS1173  NAD 83(1992)-  35 58 52.68780(N)    114 50 17.24501(W) AD(       ) 3
 FS1173  NAD 83(1992)-  35 58 52.68769(N)    114 50 17.24471(W) AD(       ) 3
 FS1173  NAD 83(1986)-  35 58 52.67802(N)    114 50 17.23041(W) AD(       ) 3
 FS1173  NAD 27      -  35 58 52.77000(N)    114 50 14.28000(W) AD(       ) 3
 FS1173
 FS1173.Superseded values are not recommended for survey control.
 FS1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1173.See file dsdata.txt to determine how the superseded data were derived.
 FS1173
 FS1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9490584036(NAD 83)
 FS1173_MARKER: 52 = STANDPIPE TANK
 FS1173
 FS1173  HISTORY     - Date     Condition        Report By
 FS1173  HISTORY     - 1955     FIRST OBSERVED   CGS
 FS1173  HISTORY     - 1963     GOOD             CGS
 FS1173
 FS1173                          STATION DESCRIPTION
 FS1173
 FS1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1173'AT BOULDER CITY, ABOUT 0.2 MI. W OF THE ADMINISTRATION BUILDING,
 FS1173'ABOUT 100 FT. S OF DENVER STREET, ON TOP OF A HILL, A TALL
 FS1173'CYLINDRICAL STEEL STANDPIPE WITH A CIRCUMFERENCE OF 314.67
 FS1173'FT. AND SURMOUNTED BY FOUR RED OBSTRUCTION LIGHTS.
 FS1173'
 FS1173'THIS IS AN INTERSECTION STATION.
 FS1173
 FS1173                          STATION RECOVERY (1963)
 FS1173
 FS1173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HEM)
 FS1173'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FS1173'
 FS1173'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1397 ***********************************************************************
 GR1397  DESIGNATION -  BOULEVARD
 GR1397  PID         -  GR1397
 GR1397  STATE/COUNTY-  NV/CLARK
 GR1397  USGS QUAD   -  LAS VEGAS NE (1984)
 GR1397
 GR1397                         *CURRENT SURVEY CONTROL
 GR1397  ___________________________________________________________________
 GR1397* NAD 83(1994)-  36 09 31.09504(N)    115 06 57.57532(W)     ADJUSTED  
 GR1397* NAVD 88     -       567.92   (+/-2cm)    1863.3    (feet)  VERTCON   
 GR1397  ___________________________________________________________________
 GR1397  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 GR1397  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GR1397
 GR1397  HORZ ORDER  -  FIRST
 GR1397  VERT ORDER  -  FIRST     CLASS I (See Below)
 GR1397
 GR1397.The horizontal coordinates were established by classical geodetic methods
 GR1397.and adjusted by the National Geodetic Survey in June 1998..
 GR1397
 GR1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1397.The vertical order pertains to the NGVD 29 superseded value.
 GR1397
 GR1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1397
 GR1397.The geoid height was determined by GEOID03.
 GR1397
 GR1397;                    North         East     Units Scale Factor Converg.
 GR1397;SPC NV E     - 8,156,372.388   242,048.499   MT  0.99992178   +0 16 32.7
 GR1397;SPC NV E     -26,759,698.41    794,120.78   sFT  0.99992178   +0 16 32.7
 GR1397;UTM  11      - 4,003,188.208   669,469.693   MT  0.99995388   +1 06 42.7
 GR1397
 GR1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1397!SPC NV E     -   0.99991528  x   0.99992178  =   0.99983707
 GR1397!UTM  11      -   0.99991528  x   0.99995388  =   0.99986916
 GR1397
 GR1397:                Primary Azimuth Mark                     Grid Az
 GR1397:SPC NV E     -  LAS VEGAS RAD TWR 206 LQ RANGE           035 04 40.9
 GR1397:UTM  11      -  LAS VEGAS RAD TWR 206 LQ RANGE           034 14 30.9
 GR1397
 GR1397|---------------------------------------------------------------------|
 GR1397| PID    Reference Object                     Distance      Geod. Az  |
 GR1397|                                                           dddmmss.s |
 GR1397| GR1929 LAS VEGAS RAD TWR 206 LQ RANGE      APPROX. 7.8 KM 0352113.6 |
 GR1397| GR1924 LAS VEGAS AIR BASE TK BCN 26 B      APPROX.11.2 KM 0352746.3 |
 GR1397| GR1398 BOULEVARD AZ MK                                    1400956.2 |
 GR1397| GR1179 BOULEVARD 2                          33.894 METERS 16804     |
 GR1397| GR1180 BOULEVARD 2 RM 3                                   17909     |
 GR1397| FS1224 AIRWAY BCN WILSON SUMMIT 23 B       APPROX.37.0 KM 2290313.1 |
 GR1397| GR1964 AIRWAY BEACON ARDEN 24              APPROX.22.3 KM 2323102.0 |
 GR1397| CC5243 BOULEVARD RM 2                       31.324 METERS 23727     |
 GR1397| GR1946 LAS VEGAS UPRR SHOPS CONC STK       APPROX. 3.4 KM 2915943.3 |
 GR1397| CC5242 T20S R61E SECS 35 36 SC              25.153 METERS 33115     |
 GR1397|---------------------------------------------------------------------|
 GR1397
 GR1397                          SUPERSEDED SURVEY CONTROL
 GR1397
 GR1397  NAD 83(1994)-  36 09 31.09550(N)    115 06 57.57915(W) AD(       ) 1
 GR1397  NAD 83(1992)-  36 09 31.09565(N)    115 06 57.57992(W) AD(       ) 1
 GR1397  NAD 83(1992)-  36 09 31.09448(N)    115 06 57.57993(W) AD(       ) 1
 GR1397  NAD 83(1986)-  36 09 31.08750(N)    115 06 57.56270(W) AD(       ) 1
 GR1397  NAD 27      -  36 09 31.19300(N)    115 06 54.56300(W) AD(       ) 1
 GR1397  NGVD 29 (??/??/92)  567.27   (m)         1861.1    (f) COMPUTED    1 1
 GR1397
 GR1397.Superseded values are not recommended for survey control.
 GR1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1397.See file dsdata.txt to determine how the superseded data were derived.
 GR1397
 GR1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6947003188(NAD 83)
 GR1397_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GR1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1397
 GR1397  HISTORY     - Date     Condition        Report By
 GR1397  HISTORY     - 1947     MONUMENTED       CGS
 GR1397  HISTORY     - 1955     SEE DESCRIPTION  NVDH
 GR1397
 GR1397                          STATION DESCRIPTION
 GR1397
 GR1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GR1397'THE STATION IS LOCATED IN THE SOUTHEASTERN OUTSKIRTS OF THE
 GR1397'CITY OF LAS VEGAS, AT THE INTERSECTION OF CHARLESTON BOULEVARD
 GR1397'AND FREMONT STREET.  IT IS EAST OF THE INTERSECTION JUST OFF
 GR1397'THE HIGWAY NO. 466.
 GR1397'
 GR1397'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 GR1397'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE
 GR1397'OF THE GROUND.  IS 11.3 FEET EAST OF A TELEPHONE POLE, 37.5
 GR1397'FEET SOUTH-SOUTHWEST OF A POWER POLE, AND 200 FEET EAST OF THE
 GR1397'INTERSECTION, IS STAMPED BOULEVARD 1947.
 GR1397'
 GR1397'REFERENCE MARK NO. 1 IS A U.S. GENERAL LAND OFFICE DISK SET
 GR1397'IN THE CONCRETE CURBING OF A NARROW TRAFFIC ISLAND ON CHARLESTON
 GR1397'BLVD.  AND IS ABOUT 2 INCHES ABOVE THE STREET LEVEL.  IT IS
 GR1397'STAMPED SC T 20 S R 61 E S35 S36 NO 1 1943.
 GR1397'
 GR1397'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 GR1397'IN THE CONCRETE CURBING ON THE SOUTHWEST SIDE OF FREMONT STREET.
 GR1397'IS 130 FEET SOUTHEAST OF A STREET LIGHT POLE.  IT IS STAMPED
 GR1397'BOULEVARD NO. 2 1947.
 GR1397'
 GR1397'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 GR1397'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 45 FEET
 GR1397'SOUTHWEST OF THE CENTERLINE OF THE SOUTHWEST LANE OF U.S.
 GR1397'HIGHWAY NO. 466, AND 22 FEET NORTHWEST OF A TELEPHONE POLE.
 GR1397'IS STAMPED BOULEVARD 1947.
 GR1397'
 GR1397'TO REACH THE STATION FROM THE UNION PACIFIC DEPOT IN LAS VEGAS
 GR1397'GO SOUTHEAST ON FREMONT STREET 1.9 MILES TO THE STATION ON
 GR1397'THE LEFT.  A DRIVE STATION.
 GR1397
 GR1397                          STATION RECOVERY (1955)
 GR1397
 GR1397'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1955
 GR1397'THE STATION AND AZIMUTH MARK WERE DESTROYED BY THE NEVADA STATE
 GR1397'HIGHWAY DEPARTMENT TO PERMIT ROAD CONSTRUCTION.  REFERENCE
 GR1397'MARK NO. 2 WAS LEFT IN PLACE AND IS REFERENCED TO THE NEW
 GR1397'STATION BOULEVARD 2 1955 WHICH WAS ESTABLISHED NEARBY, BEFORE
 GR1397'THE ORIGINAL STATION WAS DESTROYED.  THE AZIMUTH MARK DISK
 GR1397'WAS RESTAMPED AND USED AS THE AZIMUTH MARK FOR STATION BOULEVARD
 GR1397'2 1955.
 GR1397'
 GR1397'STATION MARK DISK STAMPED BOULEVARD 1947, RECEIVED AT THIS
 GR1397'OFFICE 21 JULY 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1311 ***********************************************************************
 GR1311  DESIGNATION -  BOULEVARD 2 RM 5
 GR1311  PID         -  GR1311
 GR1311  STATE/COUNTY-  NV/CLARK
 GR1311  USGS QUAD   -  LAS VEGAS NE (1984)
 GR1311
 GR1311                         *CURRENT SURVEY CONTROL
 GR1311  ___________________________________________________________________
 GR1311* NAD 83(1986)-  36 09 30.     (N)    115 06 58.     (W)     SCALED    
 GR1311* NAVD 88     -       567.676  (meters)    1862.45   (feet)  ADJUSTED  
 GR1311  ___________________________________________________________________
 GR1311  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GR1311  DYNAMIC HT  -         567.099 (meters)    1860.56  (feet)  COMP
 GR1311  MODELED GRAV-     979,598.9   (mgal)                       NAVD 88
 GR1311
 GR1311  VERT ORDER  -  FIRST     CLASS II
 GR1311
 GR1311.The horizontal coordinates were scaled from a topographic map and have
 GR1311.an estimated accuracy of +/- 6 seconds.
 GR1311
 GR1311.The orthometric height was determined by differential leveling
 GR1311.and adjusted by the National Geodetic Survey in June 1991..
 GR1311
 GR1311.The geoid height was determined by GEOID03.
 GR1311
 GR1311.The dynamic height is computed by dividing the NAVD 88
 GR1311.geopotential number by the normal gravity value computed on the
 GR1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1311.degrees latitude (g = 980.6199 gals.).
 GR1311
 GR1311.The modeled gravity was interpolated from observed gravity values.
 GR1311
 GR1311;                    North         East    Units  Estimated Accuracy
 GR1311;SPC NV E     - 8,156,340.      242,040.      MT  (+/- 180 meters Scaled)
 GR1311
 GR1311                          SUPERSEDED SURVEY CONTROL
 GR1311
 GR1311.No superseded survey control is available for this station.
 GR1311
 GR1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA694031(NAD 83)
 GR1311_MARKER: DR = REFERENCE MARK DISK
 GR1311_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GR1311_SP_SET: SIDEWALK
 GR1311_STAMPING: BOULEVARD 2 1955 NO 5 1977
 GR1311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1311
 GR1311  HISTORY     - Date     Condition        Report By
 GR1311  HISTORY     - 1977     MONUMENTED       NGS
 GR1311  HISTORY     - 1980     GOOD             NGS
 GR1311  HISTORY     - 19870405 GOOD             USPSQD
 GR1311
 GR1311                          STATION DESCRIPTION
 GR1311
 GR1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GR1311'3.2 KM SE FROM LAS VEGAS.
 GR1311'3.2 KILOMETERS (2.0 MILES) SOUTHEAST ALONG U. S. HIGHWAY 93 AND 95
 GR1311'(FREMONT ROAD) FROM THE UNION PACIFIC RAILROAD STATION (UNION PLAZA
 GR1311'HOTEL) IN LAS VEGAS, IN THE TOP OF THE NORTH CORNER OF THE NORTHWEST
 GR1311'SIDEWALK AT THE ENTRANCE TO THE U. S. MOTEL AT 2500 FREMONT ROAD,
 GR1311'3.3 METERS (10.8 FEET) SOUTHWEST OF THE SOUTHWEST CURB OF THE
 GR1311'SOUTHEAST BOUND LANE OF FREMONT ROAD, 67.2 METERS (219 FEET)
 GR1311'SOUTHEAST ALONG THE SOUTHWEST SIDEWALK OF FREMONT STREET FROM THE
 GR1311'SOUTH CURB OF CHARLESTON BOULEVARD, 9.1 METERS (29.7 FEET) NORTHWEST
 GR1311'OF THE NORTH CORNER OF THE U. S. MOTEL OFFICE, 5.8 METERS (19 FEET)
 GR1311'NORTHWEST OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE U. S. MOTEL,
 GR1311'1.4 METERS (4.5 FEET) NORTHEAST OF THE NORTH CORNER OF A TELEPHONE
 GR1311'BOOTH AND 0.8 METER (2.6 FEET) EAST OF THE EAST CORNER OF THE
 GR1311'NORTHWEST WING OF THE U. S. MOTEL.
 GR1311'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 GR1311
 GR1311                          STATION RECOVERY (1987)
 GR1311
 GR1311'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 GR1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR2576 ***********************************************************************
 HR2576  DESIGNATION -  BOUNDARY
 HR2576  PID         -  HR2576
 HR2576  STATE/COUNTY-  NV/ESMERALDA
 HR2576  USGS QUAD   -  BOUNDARY PEAK (1994)
 HR2576
 HR2576                         *CURRENT SURVEY CONTROL
 HR2576  ___________________________________________________________________
 HR2576* NAD 83(1994)-  37 50 45.95182(N)    118 21 04.67646(W)     ADJUSTED  
 HR2576* NAVD 88     -      4007.1    (meters)   13147.     (feet)  VERTCON   
 HR2576  ___________________________________________________________________
 HR2576  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 HR2576  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 HR2576
 HR2576  HORZ ORDER  -  SECOND
 HR2576
 HR2576.The horizontal coordinates were established by classical geodetic methods
 HR2576.and adjusted by the National Geodetic Survey in June 1998..
 HR2576
 HR2576.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR2576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR2576
 HR2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2576
 HR2576.The geoid height was determined by GEOID03.
 HR2576
 HR2576;                    North         East     Units Scale Factor Converg.
 HR2576;SPC NV W     - 4,343,548.317   820,420.635   MT  0.99990513   +0 08 32.5
 HR2576;SPC NV W     -14,250,458.10  2,691,663.37   sFT  0.99990513   +0 08 32.5
 HR2576;SPC CA 3     -   651,562.338 2,189,089.674   MT  0.99993055   +1 18 55.8
 HR2576;SPC CA 3     - 2,137,667.44  7,182,038.37   sFT  0.99993055   +1 18 55.8
 HR2576;UTM  11      - 4,189,599.741   381,109.292   MT  0.99977410   -0 49 45.0
 HR2576
 HR2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2576!SPC NV W     -   0.99937551  x   0.99990513  =   0.99928069
 HR2576!SPC CA 3     -   0.99937551  x   0.99993055  =   0.99930610
 HR2576!UTM  11      -   0.99937551  x   0.99977410  =   0.99914975
 HR2576
 HR2576|---------------------------------------------------------------------|
 HR2576| PID    Reference Object                     Distance      Geod. Az  |
 HR2576|                                                           dddmmss.s |
 HR2576| DA8802 BOUNDARY RM 1                         5.148 METERS 06305     |
 HR2576| DA8803 BOUNDARY RM 2                         4.055 METERS 13815     |
 HR2576| HR2559 WHITE MOUNTAIN PEAK                 APPROX.25.0 KM 1601536.0 |
 HR2576|---------------------------------------------------------------------|
 HR2576
 HR2576                          SUPERSEDED SURVEY CONTROL
 HR2576
 HR2576  NAD 83(1992)-  37 50 45.94792(N)    118 21 04.67622(W) AD(       ) 2
 HR2576  NAD 83(1986)-  37 50 45.94325(N)    118 21 04.66999(W) AD(       ) 2
 HR2576  NAD 27      -  37 50 46.18600(N)    118 21 01.24900(W) AD(       ) 2
 HR2576  NGVD 29 (07/19/86) 4005.2    (m)        13140.     (f) VERT ANG       
 HR2576
 HR2576.Superseded values are not recommended for survey control.
 HR2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2576.See file dsdata.txt to determine how the superseded data were derived.
 HR2576
 HR2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB8110989600(NAD 83)
 HR2576_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HR2576_SETTING: 80 = SET IN A BOULDER
 HR2576_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HR2576
 HR2576  HISTORY     - Date     Condition        Report By
 HR2576  HISTORY     - 1950     MONUMENTED       CGS
 HR2576
 HR2576                          STATION DESCRIPTION
 HR2576
 HR2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HR2576'THE STATION IS LOCATED ON THE SUMMIT OF BOUNDARY PEAK AT THE
 HR2576'NORTH END OF THE WHITE MOUNTAINS, ABOUT 1 MILE NORTHEAST
 HR2576'OF AND ABOUT 400 FEET LOWER THAN MONTGOMERY PEAK.  IT IS
 HR2576'ABOUT 34 MILES NORTH OF BISHOP, CALIFORNIA.  THE STATION
 HR2576'MARK PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS STAMPED
 HR2576'BOUNDARY 1950.  IT IS 6 FEET NORTHEAST OF AND ABOUT 3 FEET
 HR2576'LOWER THAN THE HIGHEST POINT OF THE PEAK.
 HR2576'
 HR2576'REFERENCE MARK NUMBER 1 PROJECTS ABOUT 1 FOOT AND IS SET
 HR2576'ABOUT 3 FEET LOWER THAN THE STATION MARK.  THE MARK IS STAMPED
 HR2576'BOUNDARY NO 1 1950.
 HR2576'
 HR2576'REFERENCE MARK NUMBER 2 PROJECTS ABOUT 6 INCHES AND IS SET ABOUT
 HR2576'3 FEET LOWER THAN THE STATION MARK.  THE MARK IS STAMPED
 HR2576'BOUNDARY NO 2 1950.
 HR2576'
 HR2576'NO SUITABLE PLACE WAS AVAILABLE FOR ESTABLISHING AN AZIMUTH
 HR2576'MARK.
 HR2576'
 HR2576'TO REACH THE STATION FROM THE OASIS RANCH, GO NORTHERLY ON
 HR2576'THE FISH LAKE VALLEY ROAD FOR 26.55 MILES TO A CROSSROAD
 HR2576'THAT IS JUST NORTH OF A MAINTENANCE STATION.  TURN LEFT AND
 HR2576'FOLLOW THE MAIN ROAD FOR 5.6 MILES TO A ROAD TO THE RIGHT AT
 HR2576'A SIGN TRAIL CANYON.  TURN RIGHT AND GO 2.35 MILES TO A FORK.
 HR2576'TURN LEFT AND FOLLOW THE MAIN ROAD UP A CANYON FOR 2.5 MILES
 HR2576'TO THE END OF THE ROAD AT A CAMPSITE.  FROM HERE HORSES CAN
 HR2576'BE RIDDEN TO THE SADDLE OF THE RIDGE EAST OF THE STATION PEAK.
 HR2576'THE ROUTE TAKEN FROM THE CAMP WAS UP THE CANYON ABOUT 1 MILE
 HR2576'TO A TIMBERED RIDGE ON THE LEFT.  FOLLOW THE CREST OF THIS
 HR2576'RIDGE TO THE TIMBER LINE.  THEN BEAR LEFT TO THE TOP OF THE
 HR2576'LARGE RIDGE.  FOLLOW THE CREST OF THIS RIDGE WESTERLY DOWN
 HR2576'INTO A SADDLE AND THE END OF HORSE TRAVEL.  FOLLOW THE
 HR2576'CREST OF THE RIDGE WESTERLY TO THE HIGHEST POINT OF THE
 HR2576'PEAK AND THE STATION.  A 3 HOUR HORSE PACK AND A 1 HOUR BACK
 HR2576'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0800 ***********************************************************************
 MT0800  DESIGNATION -  BOUNDARY
 MT0800  PID         -  MT0800
 MT0800  STATE/COUNTY-  NV/ELKO
 MT0800  USGS QUAD   -  CHARLESTON RESERVOIR (1968)
 MT0800
 MT0800                         *CURRENT SURVEY CONTROL
 MT0800  ___________________________________________________________________
 MT0800* NAD 83(1994)-  41 36 49.12756(N)    115 24 42.26837(W)     ADJUSTED  
 MT0800* NAVD 88     -      2287.6    (meters)    7505.     (feet)  VERTCON   
 MT0800  ___________________________________________________________________
 MT0800  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 MT0800  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 MT0800
 MT0800  HORZ ORDER  -  FIRST
 MT0800
 MT0800.The horizontal coordinates were established by classical geodetic methods
 MT0800.and adjusted by the National Geodetic Survey in June 1998..
 MT0800
 MT0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0800
 MT0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0800
 MT0800.The geoid height was determined by GEOID03.
 MT0800
 MT0800;                    North         East     Units Scale Factor Converg.
 MT0800;SPC NV E     - 8,761,804.486   214,300.781   MT  0.99990252   +0 06 50.2
 MT0800;SPC NV E     -28,746,020.22    703,085.15   sFT  0.99990252   +0 06 50.2
 MT0800;UTM  11      - 4,608,099.507   632,330.500   MT  0.99981550   +1 03 17.7
 MT0800
 MT0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0800!SPC NV E     -   0.99964386  x   0.99990252  =   0.99954642
 MT0800!UTM  11      -   0.99964386  x   0.99981550  =   0.99945943
 MT0800
 MT0800|---------------------------------------------------------------------|
 MT0800| PID    Reference Object                     Distance      Geod. Az  |
 MT0800|                                                           dddmmss.s |
 MT0800| DC9859 BOUNDARY RM 1                         3.147 METERS 04340     |
 MT0800| DC9860 BOUNDARY RM 2                         6.623 METERS 17948     |
 MT0800| MT0801 BOUNDARY CAIRN                        2.440 METERS 21714     |
 MT0800| DC9858 BOUNDARY AZ MK                                     2182106.8 |
 MT0800|---------------------------------------------------------------------|
 MT0800
 MT0800                          SUPERSEDED SURVEY CONTROL
 MT0800
 MT0800  NAD 83(1994)-  41 36 49.12356(N)    115 24 42.26359(W) AD(       ) 1
 MT0800  NAD 83(1986)-  41 36 49.12331(N)    115 24 42.26335(W) AD(       ) 1
 MT0800  NAD 27      -  41 36 49.44413(N)    115 24 39.02036(W) AD(       ) 1
 MT0800  NGVD 29 (07/19/86) 2286.3    (m)         7501.     (f) VERT ANG       
 MT0800
 MT0800.Superseded values are not recommended for survey control.
 MT0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0800.See file dsdata.txt to determine how the superseded data were derived.
 MT0800
 MT0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG3233008100(NAD 83)
 MT0800_MARKER: DS = TRIANGULATION STATION DISK
 MT0800_SETTING: 66 = SET IN ROCK OUTCROP
 MT0800
 MT0800  HISTORY     - Date     Condition        Report By
 MT0800  HISTORY     - 1947     MONUMENTED       CGS
 MT0800  HISTORY     - 1968     GOOD             USGS
 MT0800
 MT0800                          STATION DESCRIPTION
 MT0800
 MT0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0800'THE STATION IS 38 MILES, AIRLINE, NORTH OF DEETH, AND 5-3/4
 MT0800'MILES, AIRLINE, EAST OF THE DEETH-CHARLESTON ROAD.  IT IS ON
 MT0800'THE HIGHEST POINT AND NORTH END OF NORTH-SOUTH GRASSY RIDGE
 MT0800'WHICH IS THE DIVIDE BETWEEN MARYS RIVER AND COYOTE CREEK AND
 MT0800'IS ABOUT 150 FEET NORTH OF THE SOUTH BOUNDARY OF THE HUMBOLDT
 MT0800'NATIONAL FOREST.
 MT0800'
 MT0800'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MT0800'IN A MASS OF OUTCROPPING BEDROCK WHICH IS 24 INCHES LONG, 18
 MT0800'INCHES WIDE, AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 MT0800'GROUND.  IT IS 8 FEET NORTHEAST OF A LARGE ROCK CAIRN WHICH
 MT0800'IS ABOUT 4 FEET IN DIAMETER AND 4-1/2 FEET HIGH.  THE MARK IS
 MT0800'STAMPED BOUNDARY 1947.
 MT0800'
 MT0800'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 MT0800'HOLE IN A MASS OF OUTCROPPING BEDROCK WHICH IS 24 INCHES LONG,
 MT0800'12 INCHES WIDE, AND PROJECTS 1 FOOT ABOVE THE SURFACE OF THE
 MT0800'GROUND.  IT IS 1-1/2 FEET LOWER THAN THE STATION MARK AND IS
 MT0800'STAMPED BOUNDARY NO 1 1947.
 MT0800'
 MT0800'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 MT0800'HOLE IN A MASS OF OUTCROPPING BEDROCK WHICH IS 18 INCHES LONG,
 MT0800'10 INCHES WIDE, PROJECTS 4 CARD 2 INCHES, AND IS 2 FEET LOWER
 MT0800'THAN THE STATION MARK.  IT IS STAMPED BOUNDARY OF 2 NO 2 1947.
 MT0800'
 MT0800'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MT0800'IN A MASS OF OUTCROPPING BEDROCK WHICH IS 5 FEET LONG, 4 FEET
 MT0800'WIDE, AND PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 MT0800'IT IS ABOUT 50 YARDS SOUTHEAST OF AN ABRUPT BEND IN A TRACK
 MT0800'ROAD AND THE NORTH END OF A SADDLE, AT A POINT WHERE THE
 MT0800'ROAD STARTS DOWN INTO A VALLEY.  THE MARK IS STAMPED BOUNDARY
 MT0800'1947.
 MT0800'
 MT0800'TO REACH THE STATION FROM DEETH GO NORTH ON THE DEETH-CHARLESTON
 MT0800'ROAD FOR 38.6 MILES TO FORKS AND A WOODEN MAIL BOX.  TAKE THE
 MT0800'LEFT ROAD AND GO 1.4 MILES TO FORKS ABOUT 0.1 MILE SOUTH OF A
 MT0800'GROUP OF RANCH BUILDINGS.  TAKE THE RIGHT FORK FOR 5.0 MILES
 MT0800'NORTH UP A NARROW VALLEY TO A SQUARE YELLOW RANCH HOUSE.  TURN
 MT0800'RIGHT THROUGH THE GATE AT THE NORTHEAST CORNER OF THE HOUSE
 MT0800'AND GO SOUTHEASTERLY FOR ABOUT 150 YARDS TO A WIRE GATE.  PASS
 MT0800'THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD UP GRADE
 MT0800'SOUTHEASTERLY THENCE EASTERLY 1.7 MILES TO THE NORTH SIDE OF
 MT0800'A SADDLE.  THE AZIMUTH MARK IS ON THE EAST SIDE OF THE ROAD.
 MT0800'CONTINUE ON THE TRACK ROAD DOWN GRADE NORTH INTO A VALLEY
 MT0800'FOR 0.7 MILE TO AN EAST-WEST FENCE LINE AND THE END OF TRUCK
 MT0800'TRAVEL.  FROM HERE PACK UP THE RIDGE EASTERLY ALONG THE
 MT0800'FENCE LINE TO THE SUMMIT OF THE RIDGE THENCE NORTH ABOUT 150
 MT0800'FEET TO THE HIGHEST POINT AND STATION.  A 25 MINUTE PACK.
 MT0800
 MT0800                          STATION RECOVERY (1968)
 MT0800
 MT0800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0800'ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0331 ***********************************************************************
 MV0331  DESIGNATION -  BOUNDARY BUTTE CAIRN
 MV0331  PID         -  MV0331
 MV0331  STATE/COUNTY-  NV/HUMBOLDT
 MV0331  USGS QUAD   -  THOUSAND CREEK SPRING (1990)
 MV0331
 MV0331                         *CURRENT SURVEY CONTROL
 MV0331  ___________________________________________________________________
 MV0331* NAD 83(1994)-  41 58 06.45094(N)    119 07 27.91268(W)     ADJUSTED  
 MV0331* NAVD 88     -                                                        
 MV0331  ___________________________________________________________________
 MV0331  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 MV0331  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 MV0331
 MV0331  HORZ ORDER  -  THIRD
 MV0331
 MV0331.The horizontal coordinates were established by classical geodetic methods
 MV0331.and adjusted by the National Geodetic Survey in June 1998..
 MV0331
 MV0331
 MV0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0331
 MV0331.The geoid height was determined by GEOID03.
 MV0331
 MV0331;                    North         East     Units Scale Factor Converg.
 MV0331;SPC NV W     - 4,801,336.637   755,152.824   MT  0.99992474   -0 21 42.6
 MV0331;SPC NV W     -15,752,385.28  2,477,530.56   sFT  0.99992474   -0 21 42.6
 MV0331;SPC OR S     -    34,462.198 1,614,031.717   MT  1.00011178   +0 56 28.0
 MV0331;SPC OR S     -   113,064.95  5,295,379.65   iFT  1.00011178   +0 56 28.0
 MV0331;UTM  11      - 4,648,457.093   323,969.379   MT  0.99998130   -1 25 15.6
 MV0331
 MV0331                          SUPERSEDED SURVEY CONTROL
 MV0331
 MV0331  NAD 83(1992)-  41 58 06.45008(N)    119 07 27.91257(W) AD(       ) 4
 MV0331  NAD 83(1991)-  41 58 06.44984(N)    119 07 27.91255(W) AD(       ) 4
 MV0331  NAD 83(1986)-  41 58 06.45207(N)    119 07 27.91183(W) AD(       ) 4
 MV0331  NAD 27      -  41 58 06.83700(N)    119 07 24.21400(W) AD(       ) 3
 MV0331
 MV0331.Superseded values are not recommended for survey control.
 MV0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0331.See file dsdata.txt to determine how the superseded data were derived.
 MV0331
 MV0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG2396948457(NAD 83)
 MV0331_MARKER: 72 = CAIRN
 MV0331
 MV0331  HISTORY     - Date     Condition        Report By
 MV0331  HISTORY     - 1950     FIRST OBSERVED   CGS
 MV0331
 MV0331                          STATION DESCRIPTION
 MV0331
 MV0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 MV0331'THE STATION IS ABOUT 24 MILES AIR LINE WEST OF DENIO, OREGON.
 MV0331'6 MILES NORTH OF THE ROAD BETWEEN DENIO, OREGON AND CEDARVILLE,
 MV0331'CALIFORNIA AND 2 MILES NORTHEAST OF BIG SPRINGS BUTTE, WHICH
 MV0331'IS LARGER AND HIGHER THAN BOUNDARY BUTTE.  IT IS A LONE,
 MV0331'CONE-SHAPED MOUNTAIN WITH A CAIRN ON THE HIGHEST POINT.  THE
 MV0331'CAIRN WAS OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0801 ***********************************************************************
 MT0801  DESIGNATION -  BOUNDARY CAIRN
 MT0801  PID         -  MT0801
 MT0801  STATE/COUNTY-  NV/ELKO
 MT0801  USGS QUAD   -  CHARLESTON RESERVOIR (1968)
 MT0801
 MT0801                         *CURRENT SURVEY CONTROL
 MT0801  ___________________________________________________________________
 MT0801* NAD 83(1994)-  41 36 49.06459(N)    115 24 42.33213(W)     ADJUSTED  
 MT0801* NAVD 88     -      2287.     (meters)    7503.     (feet)  SCALED    
 MT0801  ___________________________________________________________________
 MT0801  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 MT0801  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 MT0801
 MT0801  HORZ ORDER  -  THIRD
 MT0801
 MT0801.The horizontal coordinates were established by classical geodetic methods
 MT0801.and adjusted by the National Geodetic Survey in June 1998..
 MT0801.No horizontal observational check was made to the station.
 MT0801
 MT0801.The orthometric height was scaled from a topographic map.
 MT0801
 MT0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0801
 MT0801.The geoid height was determined by GEOID03.
 MT0801
 MT0801;                    North         East     Units Scale Factor Converg.
 MT0801;SPC NV E     - 8,761,802.541   214,299.309   MT  0.99990252   +0 06 50.2
 MT0801;SPC NV E     -28,746,013.84    703,080.32   sFT  0.99990252   +0 06 50.2
 MT0801;UTM  11      - 4,608,097.538   632,329.060   MT  0.99981549   +1 03 17.7
 MT0801
 MT0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0801!SPC NV E     -   0.99964391  x   0.99990252  =   0.99954647
 MT0801!UTM  11      -   0.99964391  x   0.99981549  =   0.99945947
 MT0801
 MT0801                          SUPERSEDED SURVEY CONTROL
 MT0801
 MT0801  NAD 83(1994)-  41 36 49.06059(N)    115 24 42.32735(W) AD(       ) 4
 MT0801  NAD 83(1986)-  41 36 49.06034(N)    115 24 42.32710(W) AD(       ) 4
 MT0801  NAD 27      -  41 36 49.38121(N)    115 24 39.08406(W) AD(       ) 3
 MT0801
 MT0801.Superseded values are not recommended for survey control.
 MT0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0801.See file dsdata.txt to determine how the superseded data were derived.
 MT0801
 MT0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG3232908098(NAD 83)
 MT0801_MARKER: 72 = CAIRN
 MT0801
 MT0801  HISTORY     - Date     Condition        Report By
 MT0801  HISTORY     - 1947     FIRST OBSERVED   CGS
 MT0801
 MT0801                          STATION DESCRIPTION
 MT0801
 MT0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MT0801'TO REACH THE STATION FROM DEETH GO NORTH ON THE DEETH-CHARLESTON
 MT0801'ROAD FOR 38.6 MILES TO FORKS AND A WOODEN MAIL BOX.  TAKE THE
 MT0801'LEFT ROAD AND GO 1.4 MILES TO FORKS ABOUT 0.1 MILE SOUTH OF A
 MT0801'GROUP OF RANCH BUILDINGS.  TAKE THE RIGHT FORK FOR 5.0 MILES
 MT0801'NORTH UP A NARROW VALLEY TO A SQUARE YELLOW RANCH HOUSE.  TURN
 MT0801'RIGHT THROUGH THE GATE AT THE NORTHEAST CORNER OF THE HOUSE
 MT0801'AND GO SOUTHEASTERLY FOR ABOUT 150 YARDS TO A WIRE GATE.  PASS
 MT0801'THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD UP GRADE
 MT0801'SOUTHEASTERLY THENCE EASTERLY 1.7 MILES TO THE NORTH SIDE OF
 MT0801'A SADDLE.  BOUNDARY AZ MK IS ON THE EAST SIDE OF THE ROAD.
 MT0801'CONTINUE ON THE TRACK ROAD DOWN GRADE NORTH INTO A VALLEY
 MT0801'FOR 0.7 MILE TO AN EAST-WEST FENCE LINE AND THE END OF TRUCK
 MT0801'TRAVEL.  FROM HERE PACK UP THE RIDGE EASTERLY ALONG THE
 MT0801'FENCE LINE TO THE SUMMIT OF THE RIDGE THENCE NORTH ABOUT 150
 MT0801'FEET TO THE HIGHEST POINT AND STATION.  A 25 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0452 ***********************************************************************
 KQ0452  DESIGNATION -  BOUNDARY CNTY LANDER NYE
 KQ0452  PID         -  KQ0452
 KQ0452  STATE/COUNTY-  NV/LANDER
 KQ0452  USGS QUAD   -  REESE RIVER BUTTE (1988)
 KQ0452
 KQ0452                         *CURRENT SURVEY CONTROL
 KQ0452  ___________________________________________________________________
 KQ0452* NAD 83(1994)-  39 09 47.33608(N)    117 19 57.96213(W)     ADJUSTED  
 KQ0452* NAVD 88     -      2039.3    (meters)    6691.     (feet)  VERTCON   
 KQ0452  ___________________________________________________________________
 KQ0452  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 KQ0452  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 KQ0452
 KQ0452  HORZ ORDER  -  SECOND
 KQ0452
 KQ0452.The horizontal coordinates were established by classical geodetic methods
 KQ0452.and adjusted by the National Geodetic Survey in June 1998..
 KQ0452
 KQ0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0452
 KQ0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0452
 KQ0452.The geoid height was determined by GEOID03.
 KQ0452
 KQ0452;                    North         East     Units Scale Factor Converg.
 KQ0452;SPC NV C     - 6,489,920.308   442,436.340   MT  0.99994079   -0 25 14.4
 KQ0452;SPC NV C     -21,292,346.88  1,451,559.89   sFT  0.99994079   -0 25 14.4
 KQ0452;UTM  11      - 4,334,934.370   471,251.357   MT  0.99961018   -0 12 36.6
 KQ0452
 KQ0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0452!SPC NV C     -   0.99968364  x   0.99994079  =   0.99962445
 KQ0452!UTM  11      -   0.99968364  x   0.99961018  =   0.99929394
 KQ0452
 KQ0452                          SUPERSEDED SURVEY CONTROL
 KQ0452
 KQ0452  NAD 83(1986)-  39 09 47.34384(N)    117 19 57.95528(W) AD(       ) 2
 KQ0452  NAD 27      -  39 09 47.60700(N)    117 19 54.61800(W) AD(       ) 2
 KQ0452  NGVD 29 (07/19/86) 2038.0    (m)         6686.     (f) VERT ANG       
 KQ0452
 KQ0452.Superseded values are not recommended for survey control.
 KQ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0452.See file dsdata.txt to determine how the superseded data were derived.
 KQ0452
 KQ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD7125134934(NAD 83)
 KQ0452_MARKER: I = METAL ROD
 KQ0452_SETTING: 0 = UNSPECIFIED SETTING
 KQ0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0452
 KQ0452  HISTORY     - Date     Condition        Report By
 KQ0452  HISTORY     - 1954     MONUMENTED       CGS
 KQ0452
 KQ0452                          STATION DESCRIPTION
 KQ0452
 KQ0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KQ0452'TO REACH STA. NYE FROM THE POST OFFICE IN AUSTIN, GO WESTERLY ON U.S.
 KQ0452'HIGHWAY 50 FOR 9.3 MILES TO A GRAVELED ROAD LEFT AND SIGN
 KQ0452'VISBEEK 20 OTOOLE 25 IONE.  TURN LEFT, SOUTH, AND FOLLOW
 KQ0452'MAIN ROAD FOR 13-1/2 MILES TO THE ENTRANCE TO THE VISBEEK
 KQ0452'RANCH HOUSE.  CONTINUE SOUTHERLY FOR 5.8 MILES TO A FORK
 KQ0452'AND SIGN COTTONWOOD CR SAN JUAN CR WASHINGTON CR.  KEEP
 KQ0452'RIGHT FORK, SOUTH, FOR 3-1/2 MILES TO A SECOND SIGN (SAME
 KQ0452'AS ABOVE).  TURN LEFT, EAST, ON THE NORTH SIDE OF A CORRAL,
 KQ0452'AND GO 0.1 MILE (CROSSING THE STREAM) TO A WIRE GATE.  PASS
 KQ0452'THROUGH AND GO 0.1 MILE TO 3 FORKS, TAKE THE MIDDLE ONE OF
 KQ0452'THE FORKS, GO EAST AND NORTHEAST FOR 0.9 MILE TO A FORK,
 KQ0452'THENCE TAKE THE LEFT FORK FOR 1 MILE.  LEAVE THE ROAD,
 KQ0452'TURN LEFT, WEST, CROSS-COUNTRY, FOR 0.4 MILE TO THE
 KQ0452'AZIMUTH MARK WHICH IS JUST NORTHWEST OF A HUGE OUTCROP.
 KQ0452'CONTINUE WEST-NORTHWEST FOR 0.3 MILE TO THE BASE OF THE BUTTE AND
 KQ0452'THE END OF TRUCK TRAVEL.  PACK WEST TO THE TOP OF THE
 KQ0452'BUTTE AND STATION NYE, WHICH IS ABOUT 20 PACES
 KQ0452'EAST-NORTHEAST OF THE SUMMIT AND THE COUNTY LINE
 KQ0452'MARKER.  THIS IS ABOUT A 10 MINUTE PACK.
 KQ0452'
 KQ0452'THE LANDER-NYE COUNTY LINE MARKER IS A 1 1/4-INCH PIPE SET
 KQ0452'IN CONCRETE AND PROJECTS 2 FEET.  THE PRINTING LANDER-NYE
 KQ0452'IS IN THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0450 ***********************************************************************
 MU0450  DESIGNATION -  BOUNDARY ION CAIRN
 MU0450  PID         -  MU0450
 MU0450  STATE/COUNTY-  NV/HUMBOLDT
 MU0450  USGS QUAD   -  STAR VALLEY KNOLL (1982)
 MU0450
 MU0450                         *CURRENT SURVEY CONTROL
 MU0450  ___________________________________________________________________
 MU0450* NAD 83(1994)-  41 59 59.81024(N)    117 01 45.45307(W)     ADJUSTED  
 MU0450* NAVD 88     -      1618.     (meters)    5308.     (feet)  SCALED    
 MU0450  ___________________________________________________________________
 MU0450  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 MU0450  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 MU0450
 MU0450  HORZ ORDER  -  SECOND
 MU0450
 MU0450.The horizontal coordinates were established by classical geodetic methods
 MU0450.and adjusted by the National Geodetic Survey in June 1998..
 MU0450
 MU0450.The orthometric height was scaled from a topographic map.
 MU0450
 MU0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0450
 MU0450.The geoid height was determined by GEOID03.
 MU0450
 MU0450;                    North         East     Units Scale Factor Converg.
 MU0450;SPC NV W     - 4,805,860.636   928,742.377   MT  1.00010389   +1 02 24.0
 MU0450;SPC NV W     -15,767,227.77  3,047,048.95   sFT  1.00010389   +1 02 24.0
 MU0450;SPC NV E     - 8,805,703.744    80,211.707   MT  1.00007651   -0 58 03.5
 MU0450;SPC NV E     -28,890,046.37    263,161.24   sFT  1.00007651   -0 58 03.5
 MU0450;SPC ID W     -    37,806.812   694,015.681   MT  1.00007150   -0 51 21.9
 MU0450;UTM  11      - 4,649,770.787   497,574.061   MT  0.99960007   -0 01 10.6
 MU0450
 MU0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0450!SPC NV W     -   0.99974907  x   1.00010389  =   0.99985294
 MU0450!SPC NV E     -   0.99974907  x   1.00007651  =   0.99982556
 MU0450!SPC ID W     -   0.99974907  x   1.00007150  =   0.99982055
 MU0450!UTM  11      -   0.99974907  x   0.99960007  =   0.99934924
 MU0450
 MU0450                          SUPERSEDED SURVEY CONTROL
 MU0450
 MU0450  NAD 83(1991)-  41 59 59.81024(N)    117 01 45.45308(W) AD(       ) 2
 MU0450  NAD 83(1986)-  41 59 59.81513(N)    117 01 45.45512(W) AD(       ) 2
 MU0450  NAD 27      -  42 00 00.20600(N)    117 01 41.99500(W) AD(       ) 2
 MU0450
 MU0450.Superseded values are not recommended for survey control.
 MU0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0450.See file dsdata.txt to determine how the superseded data were derived.
 MU0450
 MU0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG9757449771(NAD 83)
 MU0450_MARKER: 72 = CAIRN
 MU0450
 MU0450  HISTORY     - Date     Condition        Report By
 MU0450  HISTORY     - 1934     FIRST OBSERVED   CGS
 MU0450
 MU0450                          STATION DESCRIPTION
 MU0450
 MU0450'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NW0324 ***********************************************************************
 NW0324  DESIGNATION -  BOUNDARY ION IRON PIPE
 NW0324  PID         -  NW0324
 NW0324  STATE/COUNTY-  NV/HUMBOLDT
 NW0324  USGS QUAD   -  STAR VALLEY KNOLL (1982)
 NW0324
 NW0324                         *CURRENT SURVEY CONTROL
 NW0324  ___________________________________________________________________
 NW0324* NAD 83(1994)-  42 00 00.61039(N)    117 01 46.35145(W)     ADJUSTED  
 NW0324* NAVD 88     -      1605.     (meters)    5266.     (feet)  SCALED    
 NW0324  ___________________________________________________________________
 NW0324  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 NW0324  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 NW0324
 NW0324  HORZ ORDER  -  SECOND
 NW0324
 NW0324.The horizontal coordinates were established by classical geodetic methods
 NW0324.and adjusted by the National Geodetic Survey in June 1998..
 NW0324
 NW0324.The orthometric height was scaled from a topographic map.
 NW0324
 NW0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0324
 NW0324.The geoid height was determined by GEOID03.
 NW0324
 NW0324;                    North         East     Units Scale Factor Converg.
 NW0324;SPC NV W     - 4,805,884.946   928,721.254   MT  1.00010382   +1 02 23.4
 NW0324;SPC NV W     -15,767,307.53  3,046,979.65   sFT  1.00010382   +1 02 23.4
 NW0324;SPC OR S     -    43,005.552 1,787,475.920   MT  1.00010049   +2 22 27.5
 NW0324;SPC OR S     -   141,094.33  5,864,422.31   iFT  1.00010049   +2 22 27.5
 NW0324;SPC ID W     -    37,831.808   693,995.375   MT  1.00007156   -0 51 22.5
 NW0324;UTM  11      - 4,649,795.472   497,553.403   MT  0.99960007   -0 01 11.2
 NW0324
 NW0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0324!SPC NV W     -   0.99975111  x   1.00010382  =   0.99985490
 NW0324!SPC OR S     -   0.99975111  x   1.00010049  =   0.99985157
 NW0324!SPC ID W     -   0.99975111  x   1.00007156  =   0.99982265
 NW0324!UTM  11      -   0.99975111  x   0.99960007  =   0.99935128
 NW0324
 NW0324                          SUPERSEDED SURVEY CONTROL
 NW0324
 NW0324  NAD 83(1991)-  42 00 00.61040(N)    117 01 46.35147(W) AD(       ) 2
 NW0324  NAD 83(1986)-  42 00 00.61528(N)    117 01 46.35349(W) AD(       ) 2
 NW0324  NAD 27      -  42 00 01.00600(N)    117 01 42.89300(W) AD(       ) 2
 NW0324
 NW0324.Superseded values are not recommended for survey control.
 NW0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0324.See file dsdata.txt to determine how the superseded data were derived.
 NW0324
 NW0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG9755349795(NAD 83)
 NW0324
 NW0324  HISTORY     - Date     Condition        Report By
 NW0324  HISTORY     - 1956     MONUMENTED       CGS
 NW0324  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NW0324
 NW0324                          STATION DESCRIPTION
 NW0324
 NW0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RFW)
 NW0324'THIS CONCRETE FILLED IRON PIPE IS NOW LOOSELY SET AT A FENCE
 NW0324'ANGLE POINT.
 NW0324'
 NW0324'IF A POSITION IS NEEDED FOR THIS MONUMENT, I RECOMMEND THAT
 NW0324'A POSITION BE COMPUTED FROM THE 1934 DATA RATHER THEN USE
 NW0324'THE 1956 POSITION.  SOMETIME BETWEEN 1934 AND 1956 THE CAP
 NW0324'WAS REMOVED FROM THE PIPE AND THE PIPE WAS MOVED 23.11 FT.
 NW0324'SEE 1956 RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0440 ***********************************************************************
 MU0440  DESIGNATION -  BOUNDARY MI 183 NV OR
 MU0440  PID         -  MU0440
 MU0440  STATE/COUNTY-  NV/HUMBOLDT
 MU0440  USGS QUAD   -  MC CONNELL PEAK (1991)
 MU0440
 MU0440                         *CURRENT SURVEY CONTROL
 MU0440  ___________________________________________________________________
 MU0440* NAD 83(1994)-  41 59 54.14934(N)    117 37 02.84336(W)     ADJUSTED  
 MU0440* NAVD 88     -      1467.1    (meters)    4813.     (feet)  VERTCON   
 MU0440  ___________________________________________________________________
 MU0440  LAPLACE CORR-          10.38  (seconds)                    DEFLEC99
 MU0440  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 MU0440
 MU0440  HORZ ORDER  -  THIRD
 MU0440
 MU0440.The horizontal coordinates were established by classical geodetic methods
 MU0440.and adjusted by the National Geodetic Survey in June 1998..
 MU0440
 MU0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0440
 MU0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0440
 MU0440.The geoid height was determined by GEOID03.
 MU0440
 MU0440;                    North         East     Units Scale Factor Converg.
 MU0440;SPC NV W     - 4,804,968.887   880,018.070   MT  0.99997876   +0 38 46.7
 MU0440;SPC NV W     -15,764,302.09  2,887,192.62   sFT  0.99997876   +0 38 46.7
 MU0440;SPC OR S     -    40,959.059 1,738,803.994   MT  1.00010112   +1 58 19.5
 MU0440;SPC OR S     -   134,380.11  5,704,737.51   iFT  1.00010112   +1 58 19.5
 MU0440;UTM  11      - 4,649,780.157   448,862.316   MT  0.99963218   -0 24 47.4
 MU0440
 MU0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0440!SPC NV W     -   0.99977284  x   0.99997876  =   0.99975160
 MU0440!SPC OR S     -   0.99977284  x   1.00010112  =   0.99987393
 MU0440!UTM  11      -   0.99977284  x   0.99963218  =   0.99940510
 MU0440
 MU0440                          SUPERSEDED SURVEY CONTROL
 MU0440
 MU0440  NAD 83(1991)-  41 59 54.14945(N)    117 37 02.84505(W) AD(       ) 3
 MU0440  NAD 83(1986)-  41 59 54.15810(N)    117 37 02.84782(W) AD(       ) 3
 MU0440  NAD 27      -  41 59 54.56300(N)    117 36 59.34400(W) AD(       ) 3
 MU0440  NGVD 29 (07/19/86) 1466.0    (m)         4810.     (f) VERT ANG       
 MU0440
 MU0440.Superseded values are not recommended for survey control.
 MU0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0440.See file dsdata.txt to determine how the superseded data were derived.
 MU0440
 MU0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG4886249780(NAD 83)
 MU0440_MARKER: H = DRILL HOLE
 MU0440_SETTING: 0 = UNSPECIFIED SETTING
 MU0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0440
 MU0440  HISTORY     - Date     Condition        Report By
 MU0440  HISTORY     - UNK      MONUMENTED       USGLO
 MU0440  HISTORY     - 1956     GOOD             CGS
 MU0440
 MU0440                          STATION DESCRIPTION
 MU0440
 MU0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MU0440'THE STATION IS 5 MILES EAST OF MC DERMITT ON THE OREGON- NEVADA
 MU0440'STATE LINE.  IT IS A DRILL HOLE IN THE TOP OF A 5 X 9 X 12
 MU0440'INCH BURIED STONE WHICH MARKS MILE NO. 183.  THERE IS AN
 MU0440'O ON THE NORTH FACE OF THE MARK AND AN N ON ITS SOUTH FACE.
 MU0440'
 MU0440'TO REACH THE STATION FROM THE POST OFFICE IN MC DERMITT, DRIVE
 MU0440'SOUTH ON U.S. HIGHWAY 95 FOR 2.5 MILES TO A SIDE ROAD ON
 MU0440'THE LEFT.  TURN LEFT ON A GRAVELED ROAD TO THE MC DERMITT
 MU0440'INDIAN RESERVATION AND GO 4.7 MILES TO A SCHOOL HOUSE AND
 MU0440'MISSION BUILDING ON THE RIGHT.  TURN LEFT ON A TRACK ROAD
 MU0440'AND GO NORTHEAST FOR 0.3 MILE TO A NORTH- SOUTH FENCE.  TURN
 MU0440'NORTH ALONG THE WEST SIDE OF THE FENCE AND GO 1.6 MILES TO
 MU0440'A CROSS FENCE AND GATE.  THE STATION IS 10 FEET ON THE RIGHT
 MU0440'UNDER THE EAST- WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0446 ***********************************************************************
 MU0446  DESIGNATION -  BOUNDARY MI 193 NV OR
 MU0446  PID         -  MU0446
 MU0446  STATE/COUNTY-  NV/HUMBOLDT
 MU0446  USGS QUAD   -  CORDERO MINE (1991)
 MU0446
 MU0446                         *CURRENT SURVEY CONTROL
 MU0446  ___________________________________________________________________
 MU0446* NAD 83(1994)-  41 59 54.06711(N)    117 48 55.27745(W)     ADJUSTED  
 MU0446* NAVD 88     -      1384.     (meters)    4541.     (feet)  SCALED    
 MU0446  ___________________________________________________________________
 MU0446  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 MU0446  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 MU0446
 MU0446  HORZ ORDER  -  SECOND
 MU0446
 MU0446.The horizontal coordinates were established by classical geodetic methods
 MU0446.and adjusted by the National Geodetic Survey in June 1998..
 MU0446
 MU0446.The orthometric height was scaled from a topographic map.
 MU0446
 MU0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0446
 MU0446.The geoid height was determined by GEOID03.
 MU0446
 MU0446;                    North         East     Units Scale Factor Converg.
 MU0446;SPC NV W     - 4,804,800.352   863,623.084   MT  0.99994979   +0 30 50.0
 MU0446;SPC NV W     -15,763,749.15  2,833,403.40   sFT  0.99994979   +0 30 50.0
 MU0446;SPC OR S     -    40,411.586 1,722,415.032   MT  1.00010113   +1 50 12.1
 MU0446;SPC OR S     -   132,583.94  5,650,967.95   iFT  1.00010113   +1 50 12.1
 MU0446;UTM  11      - 4,649,914.752   432,472.266   MT  0.99965611   -0 32 44.1
 MU0446
 MU0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0446!SPC NV W     -   0.99978592  x   0.99994979  =   0.99973572
 MU0446!SPC OR S     -   0.99978592  x   1.00010113  =   0.99988703
 MU0446!UTM  11      -   0.99978592  x   0.99965611  =   0.99944211
 MU0446
 MU0446                          SUPERSEDED SURVEY CONTROL
 MU0446
 MU0446  NAD 83(1991)-  41 59 54.06717(N)    117 48 55.27754(W) AD(       ) 2
 MU0446  NAD 83(1986)-  41 59 54.07535(N)    117 48 55.28007(W) AD(       ) 2
 MU0446  NAD 27      -  41 59 54.47300(N)    117 48 51.75800(W) AD(       ) 2
 MU0446
 MU0446.Superseded values are not recommended for survey control.
 MU0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0446.See file dsdata.txt to determine how the superseded data were derived.
 MU0446
 MU0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG3247249915(NAD 83)
 MU0446_MARKER: H = DRILL HOLE
 MU0446_SETTING: 0 = UNSPECIFIED SETTING
 MU0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0446
 MU0446  HISTORY     - Date     Condition        Report By
 MU0446  HISTORY     - UNK      MONUMENTED       USGLO
 MU0446  HISTORY     - 1956     GOOD             USGLO
 MU0446
 MU0446                          STATION DESCRIPTION
 MU0446
 MU0446'DESCRIBED BY US GENERAL LAND OFFICE 1956 (LSB)
 MU0446'BOUNDARY MONUMENT 193 IS A FLAT SIDED ROCK WHICH IS BROADER
 MU0446'ON THE BASE THAN AT THE TOP.  THE BASE IS 8 INCHES WIDE AND
 MU0446'12 INCHES LONG.  THE TOP IS 3 INCHES WIDE AND 12 INCHES LONG.
 MU0446'THE ROCK IS 12 INCHES HIGH AND MOVEABLE.  THE ROCK IS SET EAST
 MU0446'AND WEST AND THE NORTH SIDE IS STAMPED O 193 M AND THE SOUTH
 MU0446'SIDE IS STAMPED N 193 M.  THERE IS A DRILL HOLE IN THE CENTER
 MU0446'OF TOP OF THE ROCK AND NEAR THE WEST END.  THE MONUMENT IS
 MU0446'JUST EAST OF A PILE OF ROCKS.
 MU0446'
 MU0446'THE MONUMENT IS 111.68 FEET WEST SOUTHWEST OF THE TRIANGULATION
 MU0446'STATION BOUNDARY MONUMENT 193 OFFSET.  THE POINT TRAVERSED
 MU0446'TO WAS THE DRILL HOLE IN THE BOUNDARY MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0444 ***********************************************************************
 MU0444  DESIGNATION -  BOUNDARY MI 193 OFFSET
 MU0444  PID         -  MU0444
 MU0444  STATE/COUNTY-  NV/HUMBOLDT
 MU0444  USGS QUAD   -  CORDERO MINE (1991)
 MU0444
 MU0444                         *CURRENT SURVEY CONTROL
 MU0444  ___________________________________________________________________
 MU0444* NAD 83(1994)-  41 59 54.26672(N)    117 48 53.82280(W)     ADJUSTED  
 MU0444* NAVD 88     -      1384.0    (meters)    4541.     (feet)  VERTCON   
 MU0444  ___________________________________________________________________
 MU0444  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 MU0444  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 MU0444
 MU0444  HORZ ORDER  -  THIRD
 MU0444
 MU0444.The horizontal coordinates were established by classical geodetic methods
 MU0444.and adjusted by the National Geodetic Survey in June 1998..
 MU0444
 MU0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0444
 MU0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0444
 MU0444.The geoid height was determined by GEOID03.
 MU0444
 MU0444;                    North         East     Units Scale Factor Converg.
 MU0444;SPC NV W     - 4,804,806.811   863,656.504   MT  0.99994985   +0 30 50.9
 MU0444;SPC NV W     -15,763,770.35  2,833,513.05   sFT  0.99994985   +0 30 50.9
 MU0444;SPC OR S     -    40,418.815 1,722,448.299   MT  1.00010111   +1 50 13.1
 MU0444;SPC OR S     -   132,607.66  5,651,077.10   iFT  1.00010111   +1 50 13.1
 MU0444;UTM  11      - 4,649,920.590   432,505.790   MT  0.99965605   -0 32 43.1
 MU0444
 MU0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0444!SPC NV W     -   0.99978594  x   0.99994985  =   0.99973580
 MU0444!SPC OR S     -   0.99978594  x   1.00010111  =   0.99988703
 MU0444!UTM  11      -   0.99978594  x   0.99965605  =   0.99944206
 MU0444
 MU0444|---------------------------------------------------------------------|
 MU0444| PID    Reference Object                     Distance      Geod. Az  |
 MU0444|                                                           dddmmss.s |
 MU0444| CD7189 BOUNDARY MI 193 OFFSET RM 1           8.964 METERS 02327     |
 MU0444| NW0337 EDGE                                APPROX.20.4 KM 0545757.2 |
 MU0444| MU0446 BOUNDARY MI 193 NV OR                34.040 METERS 25935     |
 MU0444| CD7190 BOUNDARY MI 193 OFFSET RM 2           9.512 METERS 28645     |
 MU0444|---------------------------------------------------------------------|
 MU0444
 MU0444                          SUPERSEDED SURVEY CONTROL
 MU0444
 MU0444  NAD 83(1991)-  41 59 54.26679(N)    117 48 53.82290(W) AD(       ) 3
 MU0444  NAD 83(1986)-  41 59 54.27497(N)    117 48 53.82543(W) AD(       ) 3
 MU0444  NAD 27      -  41 59 54.67300(N)    117 48 50.30300(W) AD(       ) 3
 MU0444  NGVD 29 (07/19/86) 1382.9    (m)         4537.     (f) VERT ANG       
 MU0444
 MU0444.Superseded values are not recommended for survey control.
 MU0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0444.See file dsdata.txt to determine how the superseded data were derived.
 MU0444
 MU0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG3250649921(NAD 83)
 MU0444_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MU0444_SETTING: 0 = UNSPECIFIED SETTING
 MU0444
 MU0444  HISTORY     - Date     Condition        Report By
 MU0444  HISTORY     - 1956     MONUMENTED       CGS
 MU0444
 MU0444                          STATION DESCRIPTION
 MU0444
 MU0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MU0444'THE STATION IS ABOUT 5 MILES WEST OF MC DERMITT AND ON THE
 MU0444'OREGON-NEVADA STATE LINE.
 MU0444'
 MU0444'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET OF
 MU0444'MC DERMITT WITH U.S. HIGHWAY 95, GO WEST ON THE MAIN STREET
 MU0444'AND GRAVEL ROAD FOR 4.55 MILES TO A FORK.  TAKE LEFT FORK
 MU0444'AND GO 0.25 MILE.  TURN RIGHT AND GO WEST ACROSS COUNTRY
 MU0444'FOR 0.1 MILE TO THE STATION.
 MU0444'
 MU0444'THE STATION IS A STANDARD DISK STAMPED BDY.MON. 193 OFFSET
 MU0444'1956.  IT IS BRAZED TO A LENGTH OF 2-INCH SOIL PIPE SET IN
 MU0444'THE GROUND AND PROJECTING 6 INCHES.  THE MARK IS 0.1 MILE
 MU0444'NORTHWEST OF A GRAVEL ROAD AND 7 FEET NORTH-NORTHEAST OF
 MU0444'A WHITE WITNESS POST.
 MU0444'
 MU0444'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BDY.MON. 193
 MU0444'OFFSET NO 1 1956.  IT IS BRAZED TO A LENGTH OF 2-INCH SOIL
 MU0444'PIPE SET IN THE GROUND AND PROJECTING 8 INCHES.
 MU0444'
 MU0444'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BDY.MON. 193
 MU0444'OFFSET NO 2 1956.  IT IS BRAZED TO A LENGTH OF 2-INCH SOIL
 MU0444'PIPE SET IN THE GROUND AND PROJECTING 4 INCHES.
 MU0444'
 MU0444'NO AZIMUTH MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0319 ***********************************************************************
 MV0319  DESIGNATION -  BOUNDARY MI 236 NV OR
 MV0319  PID         -  MV0319
 MV0319  STATE/COUNTY-  NV/HUMBOLDT
 MV0319  USGS QUAD   -  DENIO (1990)
 MV0319
 MV0319                         *CURRENT SURVEY CONTROL
 MV0319  ___________________________________________________________________
 MV0319* NAD 83(1994)-  41 59 35.09765(N)    118 38 23.25001(W)     ADJUSTED  
 MV0319* NAVD 88     -      1291.     (meters)    4236.     (feet)  SCALED    
 MV0319  ___________________________________________________________________
 MV0319  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 MV0319  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 MV0319
 MV0319  HORZ ORDER  -  SECOND
 MV0319
 MV0319.The horizontal coordinates were established by classical geodetic methods
 MV0319.and adjusted by the National Geodetic Survey in June 1998..
 MV0319
 MV0319.The orthometric height was scaled from a topographic map.
 MV0319
 MV0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0319
 MV0319.The geoid height was determined by GEOID03.
 MV0319
 MV0319;                    North         East     Units Scale Factor Converg.
 MV0319;SPC NV W     - 4,803,931.362   795,322.345   MT  0.99990027   -0 02 16.0
 MV0319;SPC NV W     -15,760,898.14  2,609,320.06   sFT  0.99990027   -0 02 16.0
 MV0319;SPC OR S     -    37,972.986 1,654,139.566   MT  1.00010299   +1 16 21.6
 MV0319;SPC OR S     -   124,583.29  5,426,967.08   iFT  1.00010299   +1 16 21.6
 MV0319;UTM  11      - 4,650,308.721   364,179.669   MT  0.99982699   -1 05 50.1
 MV0319
 MV0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0319!SPC NV W     -   0.99980065  x   0.99990027  =   0.99970094
 MV0319!SPC OR S     -   0.99980065  x   1.00010299  =   0.99990362
 MV0319!UTM  11      -   0.99980065  x   0.99982699  =   0.99962767
 MV0319
 MV0319                          SUPERSEDED SURVEY CONTROL
 MV0319
 MV0319  NAD 83(1991)-  41 59 35.09790(N)    118 38 23.24919(W) AD(       ) 2
 MV0319  NAD 83(1986)-  41 59 35.10282(N)    118 38 23.24905(W) AD(       ) 2
 MV0319  NAD 27      -  41 59 35.47800(N)    118 38 19.62200(W) AD(       ) 2
 MV0319
 MV0319.Superseded values are not recommended for survey control.
 MV0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0319.See file dsdata.txt to determine how the superseded data were derived.
 MV0319
 MV0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG6418050309(NAD 83)
 MV0319_MARKER: Z = SEE DESCRIPTION
 MV0319_SETTING: 0 = UNSPECIFIED SETTING
 MV0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0319
 MV0319  HISTORY     - Date     Condition        Report By
 MV0319  HISTORY     - 1935     MONUMENTED       CGS
 MV0319
 MV0319                          STATION DESCRIPTION
 MV0319
 MV0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MV0319'STATION IS ABOUT 0.4 MILE S OF DENIO, OREGON STORE AND POST
 MV0319'OFFICE, 34.5 FEET W OF DENIO-CEDARVILLE ROAD, 147 FEET N OF N
 MV0319'END OF MR. SMITHS HOUSE, ON THE OREGON-NEVADA BOUNDARY LINE.
 MV0319'AN IRON PIPE FLUSH WITH THE GROUND (GLO) LIES 1.74 METERS EXN OF
 MV0319'STATION DENIO. A HAND HEWED STAKE, WITH FOLLOWING CUT INTO ITS SIDES
 MV0319'N 236, OTHER MARKS OBLITERATED, PROJECTING 3 FEET ABOVE GROUND
 MV0319'STATION IS REACHED FROM DENIO, OREGON, STORE AND POST OFFICE
 MV0319'BY TAKING CEDARVILLE ROAD S 0.4 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0325 ***********************************************************************
 MV0325  DESIGNATION -  BOUNDARY MILEPOST 243 NV OR
 MV0325  PID         -  MV0325
 MV0325  STATE/COUNTY-  NV/HUMBOLDT
 MV0325  USGS QUAD   -  BOG HOT SPRING (1990)
 MV0325
 MV0325                         *CURRENT SURVEY CONTROL
 MV0325  ___________________________________________________________________
 MV0325* NAD 83(1994)-  41 59 33.36456(N)    118 47 07.65264(W)     ADJUSTED  
 MV0325* NAVD 88     -      1385.     (meters)    4544.     (feet)  SCALED    
 MV0325  ___________________________________________________________________
 MV0325  LAPLACE CORR-           7.18  (seconds)                    DEFLEC99
 MV0325  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 MV0325
 MV0325  HORZ ORDER  -  SECOND
 MV0325
 MV0325.The horizontal coordinates were established by classical geodetic methods
 MV0325.and adjusted by the National Geodetic Survey in June 1998..
 MV0325
 MV0325.The orthometric height was scaled from a topographic map.
 MV0325
 MV0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0325
 MV0325.The geoid height was determined by GEOID03.
 MV0325
 MV0325;                    North         East     Units Scale Factor Converg.
 MV0325;SPC NV W     - 4,803,896.116   783,253.460   MT  0.99990345   -0 08 06.8
 MV0325;SPC NV W     -15,760,782.51  2,569,724.06   sFT  0.99990345   -0 08 06.8
 MV0325;SPC OR S     -    37,661.911 1,642,072.206   MT  1.00010316   +1 10 22.8
 MV0325;SPC OR S     -   123,562.70  5,387,376.00   iFT  1.00010316   +1 10 22.8
 MV0325;UTM  11      - 4,650,496.633   352,112.845   MT  0.99986912   -1 11 41.1
 MV0325
 MV0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0325!SPC NV W     -   0.99978594  x   0.99990345  =   0.99968941
 MV0325!SPC OR S     -   0.99978594  x   1.00010316  =   0.99988908
 MV0325!UTM  11      -   0.99978594  x   0.99986912  =   0.99965509
 MV0325
 MV0325                          SUPERSEDED SURVEY CONTROL
 MV0325
 MV0325  NAD 83(1991)-  41 59 33.36451(N)    118 47 07.65327(W) AD(       ) 2
 MV0325  NAD 83(1986)-  41 59 33.36849(N)    118 47 07.65301(W) AD(       ) 2
 MV0325  NAD 27      -  41 59 33.75000(N)    118 47 04.01000(W) AD(       ) 2
 MV0325
 MV0325.Superseded values are not recommended for survey control.
 MV0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0325.See file dsdata.txt to determine how the superseded data were derived.
 MV0325
 MV0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG5211350497(NAD 83)
 MV0325_MARKER: I = METAL ROD
 MV0325_SETTING: 0 = UNSPECIFIED SETTING
 MV0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0325
 MV0325  HISTORY     - Date     Condition        Report By
 MV0325  HISTORY     - UNK      MONUMENTED       USGLO
 MV0325  HISTORY     - 1950     GOOD             NVDH
 MV0325
 MV0325                          STATION DESCRIPTION
 MV0325
 MV0325'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1950 (EBL)
 MV0325'THE STATION IS 8.0 MILES AIR LINE DUE WEST OF DENIO, OREGON.
 MV0325'STATION IS STANDARD 3 INCH G.L.O. IRON PIPE STANDING APPROXIMATELY
 MV0325'10 INCHES ABOVE THE SURFACE OF THE GROUND.  MARKER IS FOR MILE
 MV0325'POST 243 ON THE SOUTH BOUNDARY FOR T41S R33E WILLAMETTE
 MV0325'MERIDIAN.  THE STATION IS LOCATED IN ROLLING SAGE COVERED
 MV0325'COUNTRY.
 MV0325'
 MV0325'TO REACH FROM THE POST OFFICE AT DENIO, OREGON GO WEST ON
 MV0325'THE CEDARVILLE-DENIO HIGHWAY 13.9 MILES TO CROSSROADS.  TURN
 MV0325'RIGHT, NORTH, FOR 0.2 MILE TO FORKS JUST AFTER CROSSING SMALL
 MV0325'BRIDGE.  KEEP LEFT AROUND THE WEST SIDE OF MOUND AND FOLLOW
 MV0325'THE MAIN TRAVELED ROAD NORTH-NORTHWEST UP VALLEY 3.45 MILES TO
 MV0325'DIM ROAD TURNING RIGHT FROM MAIN ROAD.  CONTINUE ON THIS DIM
 MV0325'ROAD 5.3 MILES TO GAME REFUGE SIGN.  HERE TURN EAST AND DRIVE
 MV0325'0.4 MILE ACROSS COUNTRY AND STATION.
 MV0325'
 MV0325'DESCRIPTIONS SUPPLIED BY NEVADA PLANNING DEPT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0237 ***********************************************************************
 FS0237  DESIGNATION -  BOUNDARY MON 125 OFFSET CA NV
 FS0237  PID         -  FS0237
 FS0237  STATE/COUNTY-  NV/CLARK
 FS0237  USGS QUAD   -  IVANPAH LAKE (1985)
 FS0237
 FS0237                         *CURRENT SURVEY CONTROL
 FS0237  ___________________________________________________________________
 FS0237* NAD 83(1994)-  35 36 30.64437(N)    115 23 34.61315(W)     ADJUSTED  
 FS0237* NAVD 88     -       794.55   (+/-2cm)    2606.8    (feet)  VERTCON   
 FS0237  ___________________________________________________________________
 FS0237  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FS0237  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FS0237
 FS0237  HORZ ORDER  -  THIRD
 FS0237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0237
 FS0237.The horizontal coordinates were established by classical geodetic methods
 FS0237.and adjusted by the National Geodetic Survey in June 1998..
 FS0237
 FS0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0237.The vertical order pertains to the NGVD 29 superseded value.
 FS0237
 FS0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0237
 FS0237.The geoid height was determined by GEOID03.
 FS0237
 FS0237;                    North         East     Units Scale Factor Converg.
 FS0237;SPC NV E     - 8,095,253.839   217,248.560   MT  0.99990367   +0 06 39.1
 FS0237;SPC NV E     -26,559,178.64    712,756.32   sFT  0.99990367   +0 06 39.1
 FS0237;UTM  11      - 3,941,716.904   645,558.440   MT  0.99986109   +0 56 09.1
 FS0237
 FS0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0237!SPC NV E     -   0.99987980  x   0.99990367  =   0.99978348
 FS0237!UTM  11      -   0.99987980  x   0.99986109  =   0.99974091
 FS0237
 FS0237:                Primary Azimuth Mark                     Grid Az
 FS0237:SPC NV E     -  WELL RESET                               242 41 16.9
 FS0237:UTM  11      -  WELL RESET                               241 51 46.9
 FS0237
 FS0237|---------------------------------------------------------------------|
 FS0237| PID    Reference Object                     Distance      Geod. Az  |
 FS0237|                                                           dddmmss.s |
 FS0237| FS1202 WELL RESET                          APPROX. 2.6 KM 2424756.0 |
 FS0237|---------------------------------------------------------------------|
 FS0237
 FS0237                          SUPERSEDED SURVEY CONTROL
 FS0237
 FS0237  NAD 83(1992)-  35 36 30.64420(N)    115 23 34.61300(W) AD(1991.35) 3
 FS0237  NAD 83(1992)-  35 36 30.64582(N)    115 23 34.61124(W) AD(1991.35) 3
 FS0237  NAD 83(1992)-  35 36 30.64203(N)    115 23 34.61574(W) AD(1984.00) 3
 FS0237  NAD 83(1986)-  35 36 30.64967(N)    115 23 34.60832(W) AD(1984.00) 3
 FS0237  NAD 27      -  35 36 30.70850(N)    115 23 31.63650(W) AD(       ) 3
 FS0237  NGVD 29 (??/??/92)  793.753  (m)         2604.17   (f) ADJ UNCH    2 0
 FS0237
 FS0237.Superseded values are not recommended for survey control.
 FS0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0237.See file dsdata.txt to determine how the superseded data were derived.
 FS0237
 FS0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV4555841717(NAD 83)
 FS0237_MARKER: DS = TRIANGULATION STATION DISK
 FS0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0237_STAMPING: MON 125 OFFSET 1898-9 1958
 FS0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0237+STABILITY: SURFACE MOTION
 FS0237
 FS0237  HISTORY     - Date     Condition        Report By
 FS0237  HISTORY     - 1958     MONUMENTED       CGS
 FS0237  HISTORY     - 1958     GOOD             CGS
 FS0237
 FS0237                          STATION DESCRIPTION
 FS0237
 FS0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0237'12.6 MI S FROM JEAN.
 FS0237'12.55 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF
 FS0237'U.S. HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN, THENCE 0.05 MILE
 FS0237'WEST, ON THE CALIFORNIA-NEVADA STATE LINE, 24.0 FEET SOUTH
 FS0237'OF THE CENTER OF A GRAVEL ROAD, 6.5 FEET SOUTHEAST OF A CONCRETE
 FS0237'WITNESS POST, SET IN A SQUARE CONCRETE POST PROJECTING ABOUT
 FS0237'4 INCHES ABOVE GROUND SURFACE.
 FS0237
 FS0237                          STATION RECOVERY (1958)
 FS0237
 FS0237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WH)
 FS0237'BOUNDARY MONUMENT 125 OFFSET - A MONUMENT ON THE CALIFORNIA-NEVADA
 FS0237'STATE BOUNDARY, ON THE SURFACE OF A DRY LAKE ABOUT 0.15 MILES
 FS0237'NORTHWEST FROM WHERE U.S. HIGHWAY 91 CROSSES THE STATE LINE,
 FS0237'FORMERLY MARKED BY A BURIED BOULDER FLUSH WITH THE GROUND
 FS0237'WITH A DRILL HOLE IN ITS TOP SURFACE.  THIS MARK WAS SET
 FS0237'BY SINCLAIR IN 1899 WHEN CORRECTING HIS PROJECTED LINE, AND
 FS0237'FOR MARKING THE LOCATION OF THE CALIFORNIA-NEVADA OBLIQUE
 FS0237'BOUNDARY BETWEEN THE TWO STATES.
 FS0237'
 FS0237'STATION T 125 WAS ON THE PROJECTED LINE.  FROM THIS SINCLAIR
 FS0237'MEASURED 128.72 METERS AT RIGHT ANGLES TO THE PROJECTED
 FS0237'LINE, EASTWARD, AT WHICH LOCATION HE ESTABLISHED BOUNDARY MONUMENT
 FS0237'125, MARKING IT WITH A 4- BY 4-INCH BY 4 FOOT REDWOOD POST
 FS0237'SURROUNDED BY A MOUND OF DIRT.  THREE (3) METERS FROM THE
 FS0237'BOUNDARY MONUMENT AND ON THE LINE TO THE SOUTHEAST, SINCLAIR
 FS0237'PLACED THE OFFSET STATION MARKING IT WITH THE BURIED
 FS0237'BOULDER INTO WHICH HE DRILLED A 1/2 INCH HOLE.  THE
 FS0237'BOUNDARY POST HAS LONG SINCE DISAPPEARED.
 FS0237'
 FS0237'THE BOULDER MARKING THE OFFSET TO MONUMENT 125 WAS BURIED
 FS0237'SO THAT ITS SURFACE IS 2-1/2 FEET BELOW GROUND LEVEL, HAVING
 FS0237'HELD THE ORIGINAL POSITION OF THE DRILL HOLE.  ABOVE IT WAS
 FS0237'SET A CONCRETE POST WITH SQUARE TOP, AND WITH A STANDARD
 FS0237'TRIANGULATION STATION DISK, ITS CENTER COINCIDING WITH THE CENTER
 FS0237'OF THE DRILL HOLE.  THIS DISK IS STAMPED - MON 125 OFFSET 1898-9
 FS0237'1958.
 FS0237'
 FS0237'THE BOULDER WHICH MARK STATION T 126 WAS RECOVERED, LAYING
 FS0237'COMPLETELY EXPOSED ON A MOUND OF SAND TO THE SOUTHWEST.  IT S
 FS0237'DISTANCE TO THE OFFSET STATION WAS CAREFULLY MEASURED, AND
 FS0237'BY COMPARISON WITH SINCLAIRS MEASUREMENT, IT IS DEFINITELY
 FS0237'PROVEN THAT THE BOULDER IS NOT IN THE LOCATION HE PLACED
 FS0237'IT, THIS DIFFERENCE BEING IN EXCESS OF 0.4 METERS.  THIS STATION
 FS0237'SHOULD THEREFORE BE CONSIDERED DESTROYED, ALTHOUGH THE BOULDER
 FS0237'WAS LEFT IN THE LOCATION WHERE FOUND.
 FS0237'
 FS0237'THIS STATION WAS CONNECTED TO THE ABOVE TWO STATIONS OF THE
 FS0237'BOUNDARY SURVEY, WITH THE ABOVE DIRECTIONS OBSERVED TO SECOND-ORDER
 FS0237'ACCURACY.  AT A DISTANCE OF 3.007 METERS (9.86 FEET) FROM THE
 FS0237'STATION, TO THE NORTHWEST, IS A 1-INCH DIAMETER STEEL PIN, IT
 FS0237'ORIGIN UNKNOWN.  A PUNCH MARK HAS BEEN PLACED IN ITS CENTER,
 FS0237'AND OTHER EVIDENCE POINTS TOWARD IT HAVING BEEN USED AS A SURVEY
 FS0237'POINT.
 FS0237'
 FS0237'NO REFERENCE MARKS WERE PLACED BECAUSE OF NOT WISHING TO
 FS0237'ESTABLISH ADDITIONAL SUPPLEMENTAL MARKS IN THE LOCALITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0947 ***********************************************************************
 GS0947  DESIGNATION -  BOUNDARY MON 93 OFFSET
 GS0947  PID         -  GS0947
 GS0947  STATE/COUNTY-  NV/NYE
 GS0947  USGS QUAD   -  DAYLIGHT PASS (1988)
 GS0947
 GS0947                         *CURRENT SURVEY CONTROL
 GS0947  ___________________________________________________________________
 GS0947* NAD 83(1994)-  36 46 58.25529(N)    116 54 54.80500(W)     ADJUSTED  
 GS0947* NAVD 88     -      1544.2    (meters)    5066.     (feet)  VERTCON   
 GS0947  ___________________________________________________________________
 GS0947  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GS0947  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 GS0947
 GS0947  HORZ ORDER  -  SECOND
 GS0947
 GS0947.The horizontal coordinates were established by classical geodetic methods
 GS0947.and adjusted by the National Geodetic Survey in June 1998..
 GS0947
 GS0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0947
 GS0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0947
 GS0947.The geoid height was determined by GEOID03.
 GS0947
 GS0947;                    North         East     Units Scale Factor Converg.
 GS0947;SPC NV C     - 6,225,560.405   477,814.973   MT  0.99990606   -0 08 55.8
 GS0947;SPC NV C     -20,425,026.10  1,567,631.29   sFT  0.99990606   -0 08 55.8
 GS0947;SPC CA 4     -   662,860.569 2,186,070.864   MT  0.99994450   +1 14 37.5
 GS0947;SPC CA 4     - 2,174,735.05  7,172,134.16   sFT  0.99994450   +1 14 37.5
 GS0947;UTM  11      - 4,070,786.862   507,564.467   MT  0.99960070   +0 03 02.7
 GS0947
 GS0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0947!SPC NV C     -   0.99976204  x   0.99990606  =   0.99966812
 GS0947!SPC CA 4     -   0.99976204  x   0.99994450  =   0.99970655
 GS0947!UTM  11      -   0.99976204  x   0.99960070  =   0.99936284
 GS0947
 GS0947|---------------------------------------------------------------------|
 GS0947| PID    Reference Object                     Distance      Geod. Az  |
 GS0947|                                                           dddmmss.s |
 GS0947| CC5123 BOUNDARY MON 93 OFFSET RM 2           4.272 METERS 01602     |
 GS0947| CC5122 BOUNDARY MON 93 OFFSET RM 1           3.305 METERS 19819     |
 GS0947| GS0946 BOUNDARY MON 93 CA NV                 1.719 METERS 20307     |
 GS0947| CC5121 BOUNDARY MON 93 OFFSET AZ MK                       3093935.7 |
 GS0947|---------------------------------------------------------------------|
 GS0947
 GS0947                          SUPERSEDED SURVEY CONTROL
 GS0947
 GS0947  NAD 83(1992)-  36 46 58.24414(N)    116 54 54.80562(W) AD(1991.35) 2
 GS0947  NAD 83(1992)-  36 46 58.24413(N)    116 54 54.80563(W) AD(       ) 2
 GS0947  NAD 83(1986)-  36 46 58.24426(N)    116 54 54.80869(W) AD(       ) 2
 GS0947  NAD 27      -  36 46 58.42000(N)    116 54 51.59900(W) AD(       ) 2
 GS0947  NGVD 29 (07/19/86) 1543.3    (m)         5063.     (f) VERT ANG       
 GS0947
 GS0947.Superseded values are not recommended for survey control.
 GS0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0947.See file dsdata.txt to determine how the superseded data were derived.
 GS0947
 GS0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA0756470787(NAD 83)
 GS0947
 GS0947  HISTORY     - Date     Condition        Report By
 GS0947  HISTORY     - 1949     MONUMENTED       CGS
 GS0947
 GS0947                          STATION DESCRIPTION
 GS0947
 GS0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0947'STATION IS LOCATED 12 MILES SOUTHWEST OF BEATTY AND ABOUT 1 MILE
 GS0947'EAST OF DAYLIGHT SPRING, ON A HIGH, BARE, ROCKY PEAK ON THE
 GS0947'SOUTH SIDE OF THE CANYON THAT EXTENDS FROM DAYLIGHT SPRINGS TO
 GS0947'THE AMARGOSA DESERT.  THE TOP OF THIS PEAK IS A BLACK LAVA
 GS0947'ROCK, VERY IRREGULAR WITH CLIFFS ON THREE SIDES.  THE STATION
 GS0947'MARK IS 15 FEET SOUTH OF THE HIGHEST POINT, 11 FEET WEST OF
 GS0947'THE CLIFF EAST OF THE STATION AND 10 FEET EAST OF THE CLIFF
 GS0947'WEST OF THE STATION.  THE MARK IS SET IN OUTCROPPING ROCK AND
 GS0947'IS STAMPED MON 93 OFFSET 1899 1949.
 GS0947'
 GS0947'REFERENCE MARK NO. 1 IS SET IN OUTCROPPING ROCK.  THE MARK IS
 GS0947'3 FEET ABOVE THE STATION MARK LEVEL AND IS STAMPED MON 93
 GS0947'OFFSET NO 1 1899 1949.
 GS0947'
 GS0947'REFERENCE MARK NO. 2 IS SET IN OUTCROPPING ROCK.  THE MARK
 GS0947'IS 2.5 FEET ABOVE THE STATION MARK LEVEL AND IS STAMPED MON 93
 GS0947'OFFSET NO 2 1899 1949.
 GS0947'
 GS0947'THE AZIMUTH MARK IS ON THE NORTHEAST SIDE OF A LOW ROUNDED
 GS0947'HILL, 64.5 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 GS0947'58, 3 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS
 GS0947'SET IN A 1X1 FOOT CONCRETE BLOCK PROJECTING 0.3 FEET ABOVE
 GS0947'THE SURFACE OF THE GROUND.  IT IS STAMPED MON 93 OFFSET 1899
 GS0947'1949.
 GS0947'
 GS0947'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95 AND
 GS0947'STATE HIGHWAY 58 AT BEATTY, TRAVEL WEST ON STATE HIGHWAY 58, 8.9
 GS0947'MILES TO THE ENTRANCE DEATH VALLEY NATIONAL MONUMENT.  CONTINUE ON
 GS0947'STATE HIGHWAY 58 FOR 4.05 MILES TO THE AZIMUTH MARK ON THE
 GS0947'LEFT.  FROM THE AZIMUTH MARK, REMAIN ON THE HIGHWAY FOR 0.3
 GS0947'MILE.  LEAVE THE HIGHWAY AT THIS POINT, DIRECTLY OPPOSITE
 GS0947'DAYLIGHT SPRING, BY TURNING LEFT AND GOING CROSS COUNTRY ON THE
 GS0947'EAST SIDE OF A NORTH-SOUTH RIDGE WITH A ROCK OUTCROP ON
 GS0947'THE CREST.  KEEP ON THE TOP OF AN EAST-WEST RIDGE FOR 0.3
 GS0947'MILE.  TURN RIGHT AND TRAVEL SOUTH ALONG A ROUNDING RIDGE
 GS0947'TOWARD A ROUNDING PEAK FOR 0.3 MILE.  BEAR LEFT AND FOLLOW A
 GS0947'RIDGE HEADING NORTH OF THE NORTHERLY OF TWO PEAKS FOR
 GS0947'0.4 MILE TO THE END OF TRUCK TRAVEL.  PACK NORTHWEST UP RIDGE
 GS0947'TO A SADDLE AND THEN SOUTH TO PEAK AND STATION SITE.  A 30
 GS0947'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0320 ***********************************************************************
 MV0320  DESIGNATION -  BOUNDARY MON PIPE
 MV0320  PID         -  MV0320
 MV0320  STATE/COUNTY-  NV/HUMBOLDT
 MV0320  USGS QUAD   -  DENIO (1990)
 MV0320
 MV0320                         *CURRENT SURVEY CONTROL
 MV0320  ___________________________________________________________________
 MV0320* NAD 83(1994)-  41 59 35.11071(N)    118 38 22.98600(W)     ADJUSTED  
 MV0320* NAVD 88     -      1291.     (meters)    4236.     (feet)  SCALED    
 MV0320  ___________________________________________________________________
 MV0320  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 MV0320  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 MV0320
 MV0320  HORZ ORDER  -  SECOND
 MV0320
 MV0320.The horizontal coordinates were established by classical geodetic methods
 MV0320.and adjusted by the National Geodetic Survey in June 1998..
 MV0320
 MV0320.The orthometric height was scaled from a topographic map.
 MV0320
 MV0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0320
 MV0320.The geoid height was determined by GEOID03.
 MV0320
 MV0320;                    North         East     Units Scale Factor Converg.
 MV0320;SPC NV W     - 4,803,931.761   795,328.421   MT  0.99990027   -0 02 15.8
 MV0320;SPC NV W     -15,760,899.45  2,609,339.99   sFT  0.99990027   -0 02 15.8
 MV0320;SPC OR S     -    37,973.524 1,654,145.633   MT  1.00010299   +1 16 21.7
 MV0320;SPC OR S     -   124,585.05  5,426,986.98   iFT  1.00010299   +1 16 21.7
 MV0320;UTM  11      - 4,650,309.007   364,185.751   MT  0.99982697   -1 05 49.9
 MV0320
 MV0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0320!SPC NV W     -   0.99980065  x   0.99990027  =   0.99970094
 MV0320!SPC OR S     -   0.99980065  x   1.00010299  =   0.99990362
 MV0320!UTM  11      -   0.99980065  x   0.99982697  =   0.99962765
 MV0320
 MV0320                          SUPERSEDED SURVEY CONTROL
 MV0320
 MV0320  NAD 83(1991)-  41 59 35.11095(N)    118 38 22.98519(W) AD(       ) 2
 MV0320  NAD 83(1986)-  41 59 35.11588(N)    118 38 22.98505(W) AD(       ) 2
 MV0320  NAD 27      -  41 59 35.49100(N)    118 38 19.35800(W) AD(       ) 2
 MV0320
 MV0320.Superseded values are not recommended for survey control.
 MV0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0320.See file dsdata.txt to determine how the superseded data were derived.
 MV0320
 MV0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG6418650309(NAD 83)
 MV0320_MARKER: P = PIPE CAP
 MV0320_SETTING: 0 = UNSPECIFIED SETTING
 MV0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0320
 MV0320  HISTORY     - Date     Condition        Report By
 MV0320  HISTORY     - 1935     MONUMENTED       CGS
 MV0320
 MV0320                          STATION DESCRIPTION
 MV0320
 MV0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MV0320'STATION IS ABOUT 0.4 MILE S OF DENIO, OREGON STORE AND POST
 MV0320'OFFICE, 34.5 FEET W OF DENIO-CEDARVILLE ROAD, 147 FEET N OF N
 MV0320'END OF MR. SMITHS HOUSE, ON THE OREGON-NEVADA BOUNDARY LINE.
 MV0320'THE IRON PIPE, FLUSH WITH THE GROUND (GLO), LIES 1.74 METERS EXN OF
 MV0320'STATION DENIO.  A HAND HEWED STAKE, WITH FOLLOWING CUT INTO ITS SIDES
 MV0320'STATION IS REACHED FROM DENIO, OREGON, STORE AND POST OFFICE
 MV0320'BY TAKING CEDARVILLE ROAD S 0.4 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0419 ***********************************************************************
 MU0419  DESIGNATION -  BOUNDARY MONUMENT
 MU0419  PID         -  MU0419
 MU0419  STATE/COUNTY-  NV/HUMBOLDT
 MU0419  USGS QUAD   -  MAHOGANY SPRING (1980)
 MU0419
 MU0419                         *CURRENT SURVEY CONTROL
 MU0419  ___________________________________________________________________
 MU0419* NAD 83(1994)-  41 59 23.82752(N)    117 21 55.59458(W)     ADJUSTED  
 MU0419* NAVD 88     -      1975.     (meters)    6480.     (feet)  SCALED    
 MU0419  ___________________________________________________________________
 MU0419  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 MU0419  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 MU0419
 MU0419  HORZ ORDER  -  SECOND
 MU0419
 MU0419.The horizontal coordinates were established by classical geodetic methods
 MU0419.and adjusted by the National Geodetic Survey in June 1998..
 MU0419
 MU0419.The orthometric height was scaled from a topographic map.
 MU0419
 MU0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0419
 MU0419.The geoid height was determined by GEOID03.
 MU0419
 MU0419;                    North         East     Units Scale Factor Converg.
 MU0419;SPC NV W     - 4,804,299.676   900,909.739   MT  1.00002526   +0 48 53.4
 MU0419;SPC NV W     -15,762,106.52  2,955,734.70   sFT  1.00002526   +0 48 53.4
 MU0419;SPC OR S     -    40,774.088 1,759,707.682   MT  1.00010410   +2 08 40.2
 MU0419;SPC OR S     -   133,773.25  5,773,319.17   iFT  1.00010410   +2 08 40.2
 MU0419;UTM  11      - 4,648,725.199   469,730.102   MT  0.99961127   -0 14 40.1
 MU0419
 MU0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0419!SPC NV W     -   0.99969310  x   1.00002526  =   0.99971835
 MU0419!SPC OR S     -   0.99969310  x   1.00010410  =   0.99979716
 MU0419!UTM  11      -   0.99969310  x   0.99961127  =   0.99930448
 MU0419
 MU0419|---------------------------------------------------------------------|
 MU0419| PID    Reference Object                     Distance      Geod. Az  |
 MU0419|                                                           dddmmss.s |
 MU0419| CD7203 BOUNDARY MONUMENT RM 1               11.725 METERS 00401     |
 MU0419| MU0477 STAR RIDGE                          APPROX.39.2 KM 0945210.9 |
 MU0419| CD7204 BOUNDARY MONUMENT RM 2               14.145 METERS 28002     |
 MU0419|---------------------------------------------------------------------|
 MU0419
 MU0419                          SUPERSEDED SURVEY CONTROL
 MU0419
 MU0419  NAD 83(1991)-  41 59 23.82827(N)    117 21 55.59506(W) AD(       ) 2
 MU0419  NAD 83(1986)-  41 59 23.83329(N)    117 21 55.59499(W) AD(       ) 2
 MU0419  NAD 27      -  41 59 24.24200(N)    117 21 52.11500(W) AD(       ) 2
 MU0419
 MU0419.Superseded values are not recommended for survey control.
 MU0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0419.See file dsdata.txt to determine how the superseded data were derived.
 MU0419
 MU0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG6973048725(NAD 83)
 MU0419_MARKER: DS = TRIANGULATION STATION DISK
 MU0419_SETTING: 66 = SET IN ROCK OUTCROP
 MU0419
 MU0419  HISTORY     - Date     Condition        Report By
 MU0419  HISTORY     - 1934     MONUMENTED       CGS
 MU0419
 MU0419                          STATION DESCRIPTION
 MU0419
 MU0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 MU0419'STATION IS ON THE HIGHEST POINT OF THE LONG FLAT RIDGE ABOUT 8
 MU0419'MILES, AIRLINE, NORTHWEST OF THE CALICO RANCH.
 MU0419'
 MU0419'REACHED FROM PARADISE VALLEY AS FOLLOWS--GO NORTH ON THE ROAD
 MU0419'JUST EAST OF THE POST OFFICE FOR 4.6 MILES, KEEPING RIGHT AT 1.4
 MU0419'MILES AND 2.9 MILES TO THE FORK OF THREE ROADS, HERE TAKE THE
 MU0419'CENTER ROAD AND CONTINUE ON THE MAIN-TRAVELED ROAD 34 MILES TO THE
 MU0419'CALICO RANCH, FROM RANCH HOUSE GO WEST 0.2 MILE TO THE GATE,
 MU0419'TAKE THE ROAD LEADING NORTH AND GO 1.6 MILES, TAKE LEFT FORK
 MU0419'AND THE MAIN ROAD 7.4 MILES AND TURN SHARP TO THE RIGHT ON A
 MU0419'DIM ROAD, GO 1.6 MILES AND TAKE THE LEFT FORK, FOR 3.5 MILES.
 MU0419'AT THIS POINT THE STATION IS IN A LARGE FLAT ROCK 75 YARDS
 MU0419'TO THE WEST OF THE ROAD.  THIS POINT IS NOT VERY PROMINENT,
 MU0419'AND IS HARD TO DESCRIBE AND WILL BE RATHER HARD TO FIND.
 MU0419'
 MU0419'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1289 ***********************************************************************
 FS1289  DESIGNATION -  BOUNDARY MONUMENT 120 CA NV
 FS1289  PID         -  FS1289
 FS1289  STATE/COUNTY-  NV/CLARK
 FS1289  USGS QUAD   -  SHENANDOAH PEAK (1985)
 FS1289
 FS1289                         *CURRENT SURVEY CONTROL
 FS1289  ___________________________________________________________________
 FS1289* NAD 83(1994)-  35 47 16.88789(N)    115 37 16.22024(W)     ADJUSTED  
 FS1289* NAVD 88     -       786.0    (meters)    2579.     (feet)  VERTCON   
 FS1289  ___________________________________________________________________
 FS1289  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 FS1289  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FS1289
 FS1289  HORZ ORDER  -  SECOND
 FS1289
 FS1289.The horizontal coordinates were established by classical geodetic methods
 FS1289.and adjusted by the National Geodetic Survey in June 1998..
 FS1289
 FS1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1289
 FS1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1289
 FS1289.The geoid height was determined by GEOID03.
 FS1289
 FS1289;                    North         East     Units Scale Factor Converg.
 FS1289;SPC NV E     - 8,115,153.302   196,579.535   MT  0.99990014   -0 01 19.7
 FS1289;SPC NV E     -26,624,465.46    644,944.69   sFT  0.99990014   -0 01 19.7
 FS1289;SPC CA 4     -   555,827.176 2,305,412.053   MT  1.00004683   +2 00 56.8
 FS1289;SPC CA 4     - 1,823,576.33  7,563,672.71   sFT  1.00004683   +2 00 56.8
 FS1289;SPC CA 5     -   756,362.287 2,215,054.792   MT  1.00008587   +1 21 21.5
 FS1289;SPC CA 5     - 2,481,498.60  7,267,225.60   sFT  1.00008587   +1 21 21.5
 FS1289;UTM  11      - 3,961,314.566   624,606.014   MT  0.99979133   +0 48 23.1
 FS1289
 FS1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1289!SPC NV E     -   0.99988112  x   0.99990014  =   0.99978127
 FS1289!SPC CA 4     -   0.99988112  x   1.00004683  =   0.99992794
 FS1289!SPC CA 5     -   0.99988112  x   1.00008587  =   0.99996698
 FS1289!UTM  11      -   0.99988112  x   0.99979133  =   0.99967247
 FS1289
 FS1289:                Primary Azimuth Mark                     Grid Az
 FS1289:SPC NV E     -  CAIRN E SHENANDOAH MINE                  059 19 55.5
 FS1289:SPC CA 4     -  CAIRN E SHENANDOAH MINE                  057 17 39.0
 FS1289:SPC CA 5     -  CAIRN E SHENANDOAH MINE                  057 57 14.3
 FS1289:UTM  11      -  CAIRN E SHENANDOAH MINE                  058 30 12.7
 FS1289
 FS1289|---------------------------------------------------------------------|
 FS1289| PID    Reference Object                     Distance      Geod. Az  |
 FS1289|                                                           dddmmss.s |
 FS1289| FS1290 CAIRN E SHENANDOAH MINE             APPROX. 7.5 KM 0591835.8 |
 FS1289| FS1288 T25S R57E SECS 7 8 CC CA NV         191.293 METERS 08016     |
 FS1289| FS1207 DIABLO GRANDE RESET                 APPROX.18.2 KM 1232955.1 |
 FS1289| CC5120 BOUNDARY MON 120 RM 2                 6.405 METERS 22601     |
 FS1289| CC5119 BOUNDARY MON 120 RM 1                 9.945 METERS 30611     |
 FS1289|---------------------------------------------------------------------|
 FS1289
 FS1289                          SUPERSEDED SURVEY CONTROL
 FS1289
 FS1289  NAD 83(1992)-  35 47 16.88788(N)    115 37 16.22018(W) AD(1991.35) 2
 FS1289  NAD 83(1992)-  35 47 16.88383(N)    115 37 16.21874(W) AD(       ) 2
 FS1289  NAD 83(1986)-  35 47 16.88519(N)    115 37 16.21621(W) AD(       ) 2
 FS1289  NAD 27      -  35 47 16.96900(N)    115 37 13.19100(W) AD(       ) 2
 FS1289  NGVD 29 (05/21/91)  785.2    (m)         2576.     (f) VERT ANG       
 FS1289
 FS1289.Superseded values are not recommended for survey control.
 FS1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1289.See file dsdata.txt to determine how the superseded data were derived.
 FS1289
 FS1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV2460661315(NAD 83)
 FS1289_MARKER: DS = TRIANGULATION STATION DISK
 FS1289_SETTING: 80 = SET IN A BOULDER
 FS1289_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FS1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1289
 FS1289  HISTORY     - Date     Condition        Report By
 FS1289  HISTORY     - 1934     MONUMENTED       CGS
 FS1289  HISTORY     - 1955     GOOD             USGS
 FS1289  HISTORY     - 1958     GOOD             CGS
 FS1289
 FS1289                          STATION DESCRIPTION
 FS1289
 FS1289'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FS1289'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 FS1289'NOT OBSERVED.
 FS1289
 FS1289                          STATION RECOVERY (1958)
 FS1289
 FS1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WH)
 FS1289'NO DESCRIPTION FROM THE 1934 OCCUPATION SEEMS AVAILABLE.  THE
 FS1289'STONE, IN WHICH THE TRIANGULATION DISK WAS SET IN 1934, IS
 FS1289'EVIDENTLY THAT PLACED BY SINCLAIR IN 1899.  IN HIS REPORT, HE
 FS1289'STATES TO THE EFFECT THAT THE POINT ON THE CORRECTED LINE
 FS1289'(NO. 120) WAS PUT IN FROM T-120 AT RIGHT ANGLES FROM HIS RANDOM
 FS1289'LINE, TO E 122.01 M., THENCE 6.0 M. SE IN THE DIRECTION OF
 FS1289'THE LINE.  THIS POINT WAS MARKED BY A 4- BY 4-IN. BY 4-FT.
 FS1289'REDWOOD POST SET IN THE GROUND.  HE THEN SET A ROCK WITH A
 FS1289'DRILL HOLE IN IT JUST SE OF THIS POST, AND A MOUND OF EARTH
 FS1289'THROWN UP AROUND THE ROCK AND THE POST.  THE TRIANGULATION
 FS1289'DISK SET IN THE ROCK, IN 1934, WAS PLACED IN THIS ROCK AND THE
 FS1289'DRILL HOLE.
 FS1289'
 FS1289'T-120 IS IN ALL PROBABILITY DESTROYED, BEING UNABLE TO RECOVER
 FS1289'IT AFTER OFFSETTING THE SPECIFIED DISTANCE AND DIRECTION, ALSO
 FS1289'THE LOCATION FALLING IN AN AREA OF THE ROAD CONSTRUCTION.  THERE
 FS1289'WAS NO EVIDENCE OF THE REDWOOD POST.
 FS1289'
 FS1289'THE STATION MARK IS A STANDARD DISK, STAMPED BNDRY MON 120 1934,
 FS1289'CEMENTED IN ROUNDED BOULDER, RECOVERED WITH THREE-QUARTERS
 FS1289'OF THE BOULDER SHOWING ABOVE THE GROUND.
 FS1289'
 FS1289'THE BOULDER WAS RESET IN ITS SAME LOCATION AND FLUSH WITH
 FS1289'THE GROUND SURFACE, AND A QUANTITY OF CEMENT POURED ABOUT IT.
 FS1289'IT WAS LOWERED 0.51 FT.
 FS1289'
 FS1289'REACHED FROM GOOD SPRINGS POST OFFICE, TAKE THE LEFT FORK, A GRADED
 FS1289'AND GRAVEL ROAD W OVER THE LOW RANGE OF MOUNTAINS FOR 11.9 MI.
 FS1289'TO BUILDINGS AND SIGN SANDY WELL AND TANK, THENCE TAKE THE LEFT
 FS1289'FORK SW FOR 1.5 MI. TO THE STATE LINE AND OLD CABINS.  STATION
 FS1289'IS ON THE E SIDE OF THE ROAD 35 FT. FROM THE CENTERLINE, AND
 FS1289'20 FT. N OF A YARD FENCE ABOUT THE BUILDINGS.
 FS1289'
 FS1289'REFERENCE MAKS ARE STANDARD DISKS, PLACED IN DRILL HOLES IN BURIED
 FS1289'BOULDERS, STAMPED BNDRY MON 120 1934, AND NO 1 AND NO 2
 FS1289'RESPECTIVELY.  REFERENCE MARK 1 PROJECTS 3 IN. AND REFERENCE
 FS1289'MARK 2 IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0329 ***********************************************************************
 JP0329  DESIGNATION -  BOUNDARY MP 165 NV UT
 JP0329  PID         -  JP0329
 JP0329  STATE/COUNTY-  NV/WHITE PINE
 JP0329  USGS QUAD   -  GARRISON (1987)
 JP0329
 JP0329                         *CURRENT SURVEY CONTROL
 JP0329  ___________________________________________________________________
 JP0329* NAD 83(1994)-  38 56 42.54493(N)    114 02 57.42377(W)     ADJUSTED  
 JP0329* NAVD 88     -      1616.23   (+/-2cm)    5302.6    (feet)  VERTCON   
 JP0329  ___________________________________________________________________
 JP0329  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 JP0329  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 JP0329
 JP0329  HORZ ORDER  -  FIRST
 JP0329  VERT ORDER  -  THIRD ? (See Below)
 JP0329
 JP0329.The horizontal coordinates were established by classical geodetic methods
 JP0329.and adjusted by the National Geodetic Survey in June 1998..
 JP0329
 JP0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0329.The vertical order pertains to the NGVD 29 superseded value.
 JP0329
 JP0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0329
 JP0329.The geoid height was determined by GEOID03.
 JP0329
 JP0329;                    North         East     Units Scale Factor Converg.
 JP0329;SPC NV E     - 8,466,629.247   332,981.752   MT  1.00011769   +0 57 51.9
 JP0329;SPC NV E     -27,777,599.45  1,092,457.63   sFT  1.00011769   +0 57 51.9
 JP0329;SPC UT C     - 2,071,074.506   279,020.117   MT  1.00001842   -1 37 58.9
 JP0329;UTM  11      - 4,314,831.198   755,728.743   MT  1.00040536   +1 51 20.7
 JP0329;UTM  12      - 4,315,112.669   235,726.950   MT  1.00046008   -1 55 04.1
 JP0329
 JP0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0329!SPC NV E     -   0.99974972  x   1.00011769  =   0.99986738
 JP0329!SPC UT C     -   0.99974972  x   1.00001842  =   0.99976814
 JP0329!UTM  11      -   0.99974972  x   1.00040536  =   1.00015498
 JP0329!UTM  12      -   0.99974972  x   1.00046008  =   1.00020968
 JP0329
 JP0329|---------------------------------------------------------------------|
 JP0329| PID    Reference Object                     Distance      Geod. Az  |
 JP0329|                                                           dddmmss.s |
 JP0329| DD6957 BOUNDARY MP 165 RM 1                  6.771 METERS 01508     |
 JP0329| DD6958 BOUNDARY MP 165 RM 2                 10.805 METERS 12349     |
 JP0329| JP0005 T 34                                               3590523.4 |
 JP0329|---------------------------------------------------------------------|
 JP0329
 JP0329                          SUPERSEDED SURVEY CONTROL
 JP0329
 JP0329  NAD 83(1994)-  38 56 42.54492(N)    114 02 57.42377(W) AD(       ) 1
 JP0329  NAD 83(1986)-  38 56 42.53960(N)    114 02 57.42647(W) AD(       ) 1
 JP0329  NAD 27      -  38 56 42.72600(N)    114 02 54.46700(W) AD(       ) 1
 JP0329  NGVD 29 (07/19/86) 1615.11   (m)         5298.9    (f) LEVELING    3  
 JP0329
 JP0329.Superseded values are not recommended for survey control.
 JP0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0329.See file dsdata.txt to determine how the superseded data were derived.
 JP0329
 JP0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD5572914831(NAD 83)
 JP0329_MARKER: DD = SURVEY DISK
 JP0329_SETTING: 0 = UNSPECIFIED SETTING
 JP0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0329
 JP0329  HISTORY     - Date     Condition        Report By
 JP0329  HISTORY     - 1944     MONUMENTED       USGLO
 JP0329  HISTORY     - 1944     GOOD             USGLO
 JP0329  HISTORY     - 1957     GOOD             CGS
 JP0329  HISTORY     - 1958     GOOD             USGS
 JP0329
 JP0329                          STATION DESCRIPTION
 JP0329
 JP0329'DESCRIBED BY US GENERAL LAND OFFICE 1944 (EHR)
 JP0329'STATION IS LOCATED ON THE UTAH-NEVADA STATE LINE, ABOUT 6 MILES
 JP0329'SE OF BAKER, AND 0.2 MILE S OF THE MAIN ROAD LEADING SE FROM
 JP0329'BAKER.
 JP0329'
 JP0329'STATION IS MARKED BY A GENERAL LAND OFFICE STANDARD DISK SET ON
 JP0329'A 3-INCH PIPE PROJECTING ABOUT 6 INCHES ABOVE THE GROUND AND IS
 JP0329'STAMPED NEV-UTAH 165 M.  IT IS 10 FEET S OF A WHITE WITNESS POST
 JP0329'AND 15 FEET N OF A GRAZING SERVICE NOTICE MARKING THE W BOUNDARY
 JP0329'OF UTAH GRAZING DISTRICT NO. 3.
 JP0329'
 JP0329'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 JP0329'POST FLUSH WITH THE GROUND AND IS STAMPED UTAH-NEVADA 165 NO 1
 JP0329'1944.  IT IS 13 FEET NNE OF THE ABOVE-MENTIONED WHITE WITNESS
 JP0329'POST.
 JP0329'
 JP0329'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 JP0329'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND AND IS STAMPED
 JP0329'UTAH-NEVADA 165 NO 2 1944.
 JP0329'
 JP0329'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A CONCRETE
 JP0329'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND AND IS STAMPED
 JP0329'T 34 1934.  IT IS 1-1/2 FEET W OF A WHITE WITNESS POST, 33 FEET
 JP0329'N OF SIGN NEVADA STATE LINE, AND 50 FEET N OF THE CENTER LINE OF
 JP0329'MAIN ROAD.
 JP0329'
 JP0329'TO REACH STATION FROM BAKER, NEVADA, GO SE ON MAIN ROAD FOR 6.1
 JP0329'MILES TO THE UTAH-NEVADA STATE LINE.  TURN RIGHT OFF ROAD AND GO
 JP0329'0.2 MILE S CROSS COUNTRY TO STATION.
 JP0329'
 JP0329'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JP0329
 JP0329                          STATION RECOVERY (1944)
 JP0329
 JP0329'RECOVERY NOTE BY US GENERAL LAND OFFICE 1944
 JP0329'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38114-1, STATION 1002.
 JP0329'ALL MARKS IN GOOD CONDITION.
 JP0329'
 JP0329'STATION MARK  A GENERAL LAND OFFICE DISK--STAMPED NEV UTAH 165 M
 JP0329'1921--- RIVETED TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS 1 FOOT
 JP0329'ABOVE THE GROUND.
 JP0329
 JP0329                          STATION RECOVERY (1957)
 JP0329
 JP0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JP0329'THE STATION, BENCH MARK, AND REFERENCE MARKS WERE RECOVERED AND
 JP0329'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 JP0329'
 JP0329'THE STATION IS LOCATED ON THE UTAH-NEVADA STATE LINE ON FLAT
 JP0329'PRAIRIE, AIRLINE ABOUT 1 MILE WEST-NORTHWEST OF GARRISON, UTAH,
 JP0329'AND 6 MILES SOUTHEAST OF BAKER, NEVADA.
 JP0329'
 JP0329'TO REACH THE STATION FROM THE POST OFFICE IN GARRISON, UTAH,
 JP0329'GO NORTHWEST ON STATE HIGHWAY 21 FOR 1.5 MILES TO A SIGN NEVADA
 JP0329'STATE LINE ON THE RIGHT.  CONTINUE NORTHWEST 0.05 MILE TO A SIDE
 JP0329'ROAD ON THE LEFT.  TURN SHARP LEFT AND GO SOUTH 0.2 MILE TO A
 JP0329'WITNESS POST AND A BENCH MARK ON THE LEFT.  GO SOUTH CROSS
 JP0329'COUNTRY 0.15 MILE TO A WITNESS POST AND THE STATION.
 JP0329'
 JP0329'THE STATION MARK IS A GENERAL LAND OFFICE DISK STAMPED NEV
 JP0329'UTAH 165 M 1921 RIVETED TO THE TOP OF A 3-INCH IRON PIPE THAT
 JP0329'PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 5 FEET SOUTH OF A
 JP0329'WITNESS POST AND 14 FEET NORTH OF A SIGN MARKING THE WEST
 JP0329'BOUNDARY OF UTAH GRAZING DISTRICT NO. 3.
 JP0329'
 JP0329'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED UTAH-NEVADA
 JP0329'165 NO 1 1944 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 JP0329'POST THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 1 FOOT LOWER
 JP0329'THAN THE STATION.
 JP0329'
 JP0329'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED UTAH-NEVADA
 JP0329'165 NO 2 1944 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 JP0329'POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT
 JP0329'LOWER THAN THE STATION.
 JP0329'
 JP0329'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 JP0329'DISK STAMPED T34 1934 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 JP0329'POST THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 2 FEET
 JP0329'WEST OF A WITNESS POSTAND 48 FEET EAST OF THE CENTERLINE OF THE
 JP0329'ROAD.
 JP0329'
 JP0329'HEIGHT OF STAND--4.15 M.
 JP0329
 JP0329                          STATION RECOVERY (1958)
 JP0329
 JP0329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JP0329'RECOVERED IN GOOD CONDITION.
 JP0329'
 JP0329'STATION MARK--GENERAL LAND OFFICE STANDARD DISK, SET ON A 3 IN. PIPE
 JP0329'PROJECTING ABOUT 6 IN. ABOVE THE GROUND, AND IS STAMPED ---NEV-UTAH
 JP0329'165 M---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0343 ***********************************************************************
 JP0343  DESIGNATION -  BOUNDARY MP 205 NV UT
 JP0343  PID         -  JP0343
 JP0343  STATE/COUNTY-  NV/LINCOLN
 JP0343  USGS QUAD   -  GLEASON BASIN (1972)
 JP0343
 JP0343                         *CURRENT SURVEY CONTROL
 JP0343  ___________________________________________________________________
 JP0343* NAD 83(1994)-  38 22 01.65174(N)    114 02 59.33254(W)     ADJUSTED  
 JP0343* NAVD 88     -      1827.223  (meters)    5994.81   (feet)  POSTED    
 JP0343  ___________________________________________________________________
 JP0343  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 JP0343  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 JP0343  DYNAMIC HT  -        1825.190 (meters)    5988.14  (feet)  COMP
 JP0343  MODELED GRAV-     979,451.7   (mgal)                       NAVD 88
 JP0343
 JP0343  HORZ ORDER  -  SECOND
 JP0343  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0343
 JP0343.The horizontal coordinates were established by classical geodetic methods
 JP0343.and adjusted by the National Geodetic Survey in June 1998..
 JP0343
 JP0343.The orthometric height was determined by differential leveling
 JP0343.and adjusted by the National Geodetic Survey in 1992..
 JP0343.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0343.rate of 0.0 thru 1.0 mm/km.
 JP0343
 JP0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0343
 JP0343.The geoid height was determined by GEOID03.
 JP0343
 JP0343.The dynamic height is computed by dividing the NAVD 88
 JP0343.geopotential number by the normal gravity value computed on the
 JP0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0343.degrees latitude (g = 980.6199 gals.).
 JP0343
 JP0343.The modeled gravity was interpolated from observed gravity values.
 JP0343
 JP0343;                    North         East     Units Scale Factor Converg.
 JP0343;SPC NV E     - 8,402,463.752   334,008.785   MT  1.00012110   +0 57 07.2
 JP0343;SPC NV E     -27,567,083.16  1,095,827.16   sFT  1.00012110   +0 57 07.2
 JP0343;SPC UT S     - 3,191,766.945   277,191.539   MT  1.00000300   -1 33 44.1
 JP0343;UTM  11      - 4,250,670.496   757,748.182   MT  1.00041823   +1 49 55.9
 JP0343;UTM  12      - 4,250,953.704   233,545.666   MT  1.00047445   -1 53 38.9
 JP0343
 JP0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0343!SPC NV E     -   0.99971675  x   1.00012110  =   0.99983781
 JP0343!SPC UT S     -   0.99971675  x   1.00000300  =   0.99971975
 JP0343!UTM  11      -   0.99971675  x   1.00041823  =   1.00013486
 JP0343!UTM  12      -   0.99971675  x   1.00047445  =   1.00019106
 JP0343
 JP0343|---------------------------------------------------------------------|
 JP0343| PID    Reference Object                     Distance      Geod. Az  |
 JP0343|                                                           dddmmss.s |
 JP0343| DD6212 BOUNDARY MP 205 RM 1                  6.726 METERS 03756     |
 JP0343| DD6213 BOUNDARY MP 205 RM 2                  7.318 METERS 13148     |
 JP0343| DD6211 BOUNDARY MP 205 AZ MK                              3253012.4 |
 JP0343|---------------------------------------------------------------------|
 JP0343
 JP0343                          SUPERSEDED SURVEY CONTROL
 JP0343
 JP0343  NAD 83(1994)-  38 22 01.65162(N)    114 02 59.33257(W) AD(       ) 2
 JP0343  NAD 83(1986)-  38 22 01.64625(N)    114 02 59.33554(W) AD(       ) 2
 JP0343  NAD 27      -  38 22 01.79900(N)    114 02 56.41200(W) AD(       ) 2
 JP0343  NGVD 29 (07/19/86) 1826.08   (m)         5991.1    (f) LEVELING    3  
 JP0343
 JP0343.Superseded values are not recommended for survey control.
 JP0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0343.See file dsdata.txt to determine how the superseded data were derived.
 JP0343
 JP0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC5774850670(NAD 83)
 JP0343_MARKER: P = PIPE CAP
 JP0343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JP0343_SP_SET: SHALLOW-SET PIPE
 JP0343_STAMPING: 205 M N U 1923
 JP0343_MARK LOGO: USGLO 
 JP0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0343
 JP0343  HISTORY     - Date     Condition        Report By
 JP0343  HISTORY     - 1944     MONUMENTED       USGLO
 JP0343  HISTORY     - 1971     GOOD             USGS
 JP0343  HISTORY     - 1971     GOOD             USGS
 JP0343
 JP0343                          STATION DESCRIPTION
 JP0343
 JP0343'DESCRIBED BY US GENERAL LAND OFFICE 1944 (EHB)
 JP0343'STATION IS ABOUT 28 MILES (AIR LINE) NNE OF URSINE AND IS THE
 JP0343'205TH MILEPOST OF THE UTAH-NEVADA STATE LINE.  IT IS ON A
 JP0343'BRUSH-COVERED SLOPE 287 FEET E OF THE CENTER LINE OF A TRACK
 JP0343'ROAD.
 JP0343'
 JP0343'STATION IS MARKED BY A GENERAL LAND OFFICE BRASS CAP ON A
 JP0343'2-1/2-INCH IRON PIPE PROJECTING ABOUT 10 INCHES ABOVE THE
 JP0343'GROUND.  IT IS STAMPED 205 M N U 1923.  THERE IS A UTAH GRAZING
 JP0343'DISTRICT SIGN BESIDE THE POST.
 JP0343'
 JP0343'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 JP0343'CYLINDER PROJECTING ABOUT 1 INCH ABOVE THE GROUND.  IT IS
 JP0343'STAMPED M P 205 NO 1 1944.
 JP0343'
 JP0343'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 JP0343'CYLINDER PROJECTING ABOUT 1 INCH ABOVE THE GROUND.  IT IS
 JP0343'STAMPED M P 205 NO 2 1944.
 JP0343'
 JP0343'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE
 JP0343'CYLINDER PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  STAMPED
 JP0343'M P 205 1944.  IT IS 25 FEET N OF SIGN (BELOW) AND 31 FEET
 JP0343'NNE OF FORKS.
 JP0343'
 JP0343'TO REACH STATION FROM URSINE, GO N ON MAIN ROAD UP THE URSINE
 JP0343'VALLEY FOR 12.5 MILES TO A WELL AND SMALL CABIN ON W SIDE
 JP0343'OF ROAD.  CONTINUE N ON MAIN TRACK ROAD FOR 5.9 MILES TO
 JP0343'FORKS.  TAKE RIGHT FORK AND GO NE TOWARD BRUNT CANYON FOR
 JP0343'4.9 MILES TO TWO WIRE GATES.  PASS THROUGH SECOND GATE AND
 JP0343'CONTINUE N 4.6 MILES TO ROAD FORKS.  TURN RIGHT, PASS TO LEFT
 JP0343'OF OLD CABIN AND CORRALS (WOODWARD RANCH) AND GO E FOR 2.8
 JP0343'MILES TO FORKS JUST AFTER CROSSING COBB CREEK.  TAKE LEFT FORK
 JP0343'AND CONTINUE E ON TRACK ROAD FOR 4.6 MILES TO ROAD FORKS
 JP0343'AND SIGN H.E. JOHNSON RANCH 6 MILES.  TAKE RIGHT FORK AND GO
 JP0343'SE FOR 0.8 MILE.  HERE TURN LEFT AND GO E ACROSS COUNTRY
 JP0343'FOR 0.05 MILE TO STATION.
 JP0343'
 JP0343'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JP0343
 JP0343                          STATION RECOVERY (1971)
 JP0343
 JP0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0343'NOTE--DIRECTIONS TO R.M.S DO NOT CHECK C AND GS VALUES.  DISTANCES
 JP0343'NOT MEASURED
 JP0343'
 JP0343'ALL MARKS FOUND IN GOOD CONDITION.
 JP0343
 JP0343                          STATION RECOVERY (1971)
 JP0343
 JP0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0343'68.8 KM (42.75 MI) NORTH FROM MODENA.
 JP0343'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0343'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 25.5
 JP0343'MILES SOUTH ALONG THE MODENA ROAD TO THE NEVADA-UTAH BORDER AND A
 JP0343'T-ROAD NORTH, THENCE NORTH ALONG THE T-ROAD APPROXIMATELY 250 FEET,
 JP0343'0.05 MILES NORTH OF USGS BM 152 DOR 1971 5980, APPROXIMATEY 50 FEET
 JP0343'WEST OF THE T-ROAD, A USGLO BRASS CAP ON A 2.5 INCH IRON PIPE
 JP0343'PROJECTING 10 INCHES ABOVE THE GROUND.  THIS STATION IS ALSO A SECOND
 JP0343'ORDER TRIANGULATION STATION ESTABLISHED BY NGS IN 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0608 ***********************************************************************
 LQ0608  DESIGNATION -  BOUNDARY NORTH MON NV UT
 LQ0608  PID         -  LQ0608
 LQ0608  STATE/COUNTY-  NV/ELKO
 LQ0608  USGS QUAD   -  WENDOVER (1972)
 LQ0608
 LQ0608                         *CURRENT SURVEY CONTROL
 LQ0608  ___________________________________________________________________
 LQ0608* NAD 83(1994)-  40 44 51.85325(N)    114 02 36.65203(W)     ADJUSTED  
 LQ0608* NAVD 88     -      1525.     (meters)    5003.     (feet)  SCALED    
 LQ0608  ___________________________________________________________________
 LQ0608  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 LQ0608  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 LQ0608
 LQ0608  HORZ ORDER  -  SECOND
 LQ0608
 LQ0608.The horizontal coordinates were established by classical geodetic methods
 LQ0608.and adjusted by the National Geodetic Survey in June 1998..
 LQ0608
 LQ0608.The orthometric height was scaled from a topographic map.
 LQ0608
 LQ0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0608
 LQ0608.The geoid height was determined by GEOID03.
 LQ0608
 LQ0608;                    North         East     Units Scale Factor Converg.
 LQ0608;SPC NV E     - 8,666,774.905   330,034.970   MT  1.00010806   +1 00 18.8
 LQ0608;SPC NV E     -28,434,244.00  1,082,789.73   sFT  1.00010806   +1 00 18.8
 LQ0608;SPC UT C     - 2,271,111.478   285,210.530   MT  1.00002579   -1 37 45.6
 LQ0608;UTM  11      - 4,514,959.635   749,607.127   MT  1.00036694   +1 55 50.8
 LQ0608;UTM  12      - 4,515,211.019   243,044.269   MT  1.00041276   -1 59 15.6
 LQ0608
 LQ0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0608!SPC NV E     -   0.99976370  x   1.00010806  =   0.99987173
 LQ0608!SPC UT C     -   0.99976370  x   1.00002579  =   0.99978948
 LQ0608!UTM  11      -   0.99976370  x   1.00036694  =   1.00013055
 LQ0608!UTM  12      -   0.99976370  x   1.00041276  =   1.00017636
 LQ0608
 LQ0608                          SUPERSEDED SURVEY CONTROL
 LQ0608
 LQ0608  NAD 83(1994)-  40 44 51.85325(N)    114 02 36.65198(W) AD(       ) 2
 LQ0608  NAD 83(1986)-  40 44 51.84629(N)    114 02 36.64585(W) AD(       ) 2
 LQ0608  NAD 27      -  40 44 52.09822(N)    114 02 33.60931(W) AD(       ) 2
 LQ0608
 LQ0608.Superseded values are not recommended for survey control.
 LQ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0608.See file dsdata.txt to determine how the superseded data were derived.
 LQ0608
 LQ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4960714960(NAD 83)
 LQ0608_MARKER: V = STONE MONUMENT
 LQ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0608_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0608+STABILITY: SURFACE MOTION
 LQ0608
 LQ0608  HISTORY     - Date     Condition        Report By
 LQ0608  HISTORY     - 1940     MONUMENTED       USGLO
 LQ0608
 LQ0608                          STATION DESCRIPTION
 LQ0608
 LQ0608'DESCRIBED BY US GENERAL LAND OFFICE 1940
 LQ0608'TO REACH FROM WENDOVER, PROCEED TO STATE LINE HOTEL.  THENCE
 LQ0608'N ON DIRT ROAD ALONG STATE LINE 0.3 MILE TO SCHREIBERS HOUSE.
 LQ0608'KEEP TO RIGHT OF HOUSE AND CONTINUE N, 0.1 MILE TO FORK.  KEEP
 LQ0608'LEFT FORK, N, UP WASH 0.35 MILE TO END OF TRUCK TRAVEL AT A
 LQ0608'SMALL FLAT.  FROM END OF TRUCK TRAVEL, PACK NE ABOUT 200 YARDS
 LQ0608'TO STATION NORTH, WHICH IS ON A ROCKY BENCH ABOUT 80 YARDS SW
 LQ0608'OF A STEEP BLUFF AND JUST W OF A GROUP OF LARGE BOULDERS.
 LQ0608'
 LQ0608'A STONE MARKED WITH TWO NOTCHES ON THE N, FOUR ON THE S, N ON
 LQ0608'THE W, AND U-C.C. ON THE E FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0393 ***********************************************************************
 MV0393  DESIGNATION -  BOUNDARY POST CA NV OR
 MV0393  PID         -  MV0393
 MV0393  STATE/COUNTY-  NV/WASHOE
 MV0393  USGS QUAD   -  BARREL SPRINGS (1966)
 MV0393
 MV0393                         *CURRENT SURVEY CONTROL
 MV0393  ___________________________________________________________________
 MV0393* NAD 83(1994)-  41 59 41.73837(N)    119 59 58.25658(W)     ADJUSTED  
 MV0393* NAVD 88     -      1611.     (meters)    5285.     (feet)  SCALED    
 MV0393  ___________________________________________________________________
 MV0393  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 MV0393  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 MV0393
 MV0393  HORZ ORDER  -  THIRD
 MV0393
 MV0393.The horizontal coordinates were established by classical geodetic methods
 MV0393.and adjusted by the National Geodetic Survey in June 1998..
 MV0393.No horizontal observational check was made to the station.
 MV0393
 MV0393.The orthometric height was scaled from a topographic map.
 MV0393
 MV0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0393
 MV0393.The geoid height was determined by GEOID03.
 MV0393
 MV0393;                    North         East     Units Scale Factor Converg.
 MV0393;SPC NV W     - 4,805,104.961   682,669.352   MT  1.00006934   -0 56 51.5
 MV0393;SPC NV W     -15,764,748.53  2,239,724.37   sFT  1.00006934   -0 56 51.5
 MV0393;SPC OR S     -    36,589.872 1,541,472.794   MT  1.00010234   +0 20 32.7
 MV0393;SPC OR S     -   120,045.51  5,057,325.44   iFT  1.00010234   +0 20 32.7
 MV0393;SPC CA 1     -   797,452.039 2,165,756.979   MT  1.00009997   +1 18 29.1
 MV0393;SPC CA 1     - 2,616,307.23  7,105,487.69   sFT  1.00009997   +1 18 29.1
 MV0393;UTM  11      - 4,653,566.190   251,555.443   MT  1.00035959   -2 00 28.4
 MV0393;UTM  10      - 4,653,569.003   748,524.790   MT  1.00036008   +2 00 30.8
 MV0393
 MV0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0393!SPC NV W     -   0.99975062  x   1.00006934  =   0.99981994
 MV0393!SPC OR S     -   0.99975062  x   1.00010234  =   0.99985293
 MV0393!SPC CA 1     -   0.99975062  x   1.00009997  =   0.99985056
 MV0393!UTM  11      -   0.99975062  x   1.00035959  =   1.00011012
 MV0393!UTM  10      -   0.99975062  x   1.00036008  =   1.00011061
 MV0393
 MV0393                          SUPERSEDED SURVEY CONTROL
 MV0393
 MV0393  NAD 83(1991)-  41 59 41.73837(N)    119 59 58.25659(W) AD(       ) 3
 MV0393  NAD 83(1986)-  41 59 41.73984(N)    119 59 58.25578(W) AD(       ) 3
 MV0393  NAD 27      -  41 59 42.13600(N)    119 59 54.44400(W) AD(       ) 3
 MV0393
 MV0393.Superseded values are not recommended for survey control.
 MV0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0393.See file dsdata.txt to determine how the superseded data were derived.
 MV0393
 MV0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG5155553566(NAD 83)
 MV0393_MARKER: Z = SEE DESCRIPTION
 MV0393_SETTING: 0 = UNSPECIFIED SETTING
 MV0393
 MV0393  HISTORY     - Date     Condition        Report By
 MV0393  HISTORY     - UNK      MONUMENTED       CGS
 MV0393  HISTORY     - 1950     GOOD             CGS
 MV0393
 MV0393                          STATION DESCRIPTION
 MV0393
 MV0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 MV0393'STATION IS LOCATED ABOUT 17 MILES EAST OF NEW PINE CREEK IN THE
 MV0393'EXTREME NORTHEAST CORNER OF CALIFORNIA.
 MV0393'
 MV0393'THE BOUNDARY POST IS AN 8 BY 8 INCH TIMBER THAT PROJECTS 10 FEET
 MV0393'ABOVE THE GROUND AND IS SUPPORTED BY ROCKS AROUND THE BASE OF THE
 MV0393'TIMBER.
 MV0393'
 MV0393'TO REACH FROM DYKES STORE AND POST OFFICE IN ADEL, GO SOUTH ON THE
 MV0393'FT. BIDWELL ROAD FOR 15.8 MILES TO A CROSSROAD AT THE BOTTOM OF A
 MV0393'STEEP GRADE, JUST BEFORE COMING TO A WOOD BRIDGE.  TURN LEFT ON THE
 MV0393'DIM ROAD AND GO 1.1 MILES TO THE BOTTOM OF A CANYON AND THE END OF
 MV0393'TRUCK TRAVEL.  FROM HERE, PACK SOUTH ACROSS CREEK AND UP THE CANYON
 MV0393'WALL TOWARD A SHALLOW DRAW WHICH IS VISIBLE FROM THE BOTTOM OF THE
 MV0393'CANYON.  CONTINUE TOWARES THE HIGHEST PART OF THE RIDGE AND THE
 MV0393'AZIMUTH MARK.  FROM HERE THE STATION IS ABOUT 400 PACES TO THE LEFT,
 MV0393'EAST.  ABOUT A 30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0604 ***********************************************************************
 LQ0604  DESIGNATION -  BOUNDARY SOUTH MON NV UT RESET
 LQ0604  PID         -  LQ0604
 LQ0604  STATE/COUNTY-  NV/ELKO
 LQ0604  USGS QUAD   -  WENDOVER (1972)
 LQ0604
 LQ0604                         *CURRENT SURVEY CONTROL
 LQ0604  ___________________________________________________________________
 LQ0604* NAD 83(1994)-  40 43 59.33027(N)    114 02 37.27349(W)     ADJUSTED  
 LQ0604* NAVD 88     -      1312.     (meters)    4304.     (feet)  SCALED    
 LQ0604  ___________________________________________________________________
 LQ0604  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 LQ0604  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 LQ0604
 LQ0604  HORZ ORDER  -  SECOND
 LQ0604
 LQ0604.The horizontal coordinates were established by classical geodetic methods
 LQ0604.and adjusted by the National Geodetic Survey in June 1998..
 LQ0604
 LQ0604.The orthometric height was scaled from a topographic map.
 LQ0604
 LQ0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0604
 LQ0604.The geoid height was determined by GEOID03.
 LQ0604
 LQ0604;                    North         East     Units Scale Factor Converg.
 LQ0604;SPC NV E     - 8,665,154.551   330,048.811   MT  1.00010811   +1 00 17.3
 LQ0604;SPC NV E     -28,428,927.89  1,082,835.14   sFT  1.00010811   +1 00 17.3
 LQ0604;SPC UT C     - 2,269,492.337   285,149.886   MT  1.00002175   -1 37 46.0
 LQ0604;UTM  11      - 4,513,339.297   749,647.146   MT  1.00036718   +1 55 48.4
 LQ0604;UTM  12      - 4,513,591.659   242,973.479   MT  1.00041322   -1 59 13.9
 LQ0604
 LQ0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0604!SPC NV E     -   0.99979710  x   1.00010811  =   0.99990519
 LQ0604!SPC UT C     -   0.99979710  x   1.00002175  =   0.99981885
 LQ0604!UTM  11      -   0.99979710  x   1.00036718  =   1.00016421
 LQ0604!UTM  12      -   0.99979710  x   1.00041322  =   1.00021024
 LQ0604
 LQ0604:                Primary Azimuth Mark                     Grid Az
 LQ0604:SPC NV E     -  SAN FRAN SALT LK AWY BCN 52              112 43 06.3
 LQ0604:SPC UT C     -  SAN FRAN SALT LK AWY BCN 52              115 21 09.6
 LQ0604:UTM  11      -  SAN FRAN SALT LK AWY BCN 52              111 47 35.2
 LQ0604:UTM  12      -  SAN FRAN SALT LK AWY BCN 52              115 42 37.5
 LQ0604
 LQ0604|---------------------------------------------------------------------|
 LQ0604| PID    Reference Object                     Distance      Geod. Az  |
 LQ0604|                                                           dddmmss.s |
 LQ0604| LQ0597 SAN FRAN SALT LK AWY BCN 52         APPROX. 1.0 KM 1134323.6 |
 LQ0604| DD6783 SOUTH MONUMENT RM 1                   6.016 METERS 24501     |
 LQ0604| LQ0603 HIGHWAY MARKER 9                    343.786 METERS 32734     |
 LQ0604| DD6784 SOUTH MONUMENT RM 2                  12.211 METERS 35954     |
 LQ0604|---------------------------------------------------------------------|
 LQ0604
 LQ0604                          SUPERSEDED SURVEY CONTROL
 LQ0604
 LQ0604  NAD 83(1994)-  40 43 59.33029(N)    114 02 37.27343(W) AD(       ) 2
 LQ0604  NAD 83(1986)-  40 43 59.32350(N)    114 02 37.26737(W) AD(       ) 2
 LQ0604  NAD 27      -  40 43 59.57433(N)    114 02 34.23073(W) AD(       ) 2
 LQ0604
 LQ0604.Superseded values are not recommended for survey control.
 LQ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0604.See file dsdata.txt to determine how the superseded data were derived.
 LQ0604
 LQ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4964713339(NAD 83)
 LQ0604_MARKER: DS = TRIANGULATION STATION DISK
 LQ0604_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0604_SP_SET: PARTIALLY EXPOSED BEDROCK
 LQ0604
 LQ0604  HISTORY     - Date     Condition        Report By
 LQ0604  HISTORY     - 1940     MONUMENTED       CGS
 LQ0604  HISTORY     - 1942     GOOD             CGS
 LQ0604  HISTORY     - 1943     GOOD             NVDH
 LQ0604
 LQ0604                          STATION DESCRIPTION
 LQ0604
 LQ0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LQ0604'STATION IS ABOUT 1/2 MILE W OF RAILROAD STATION AT WENDOVER,
 LQ0604'AND 300 YARDS S OF U.S. HIGHWAY 40, AT STATE LINE, AND IN A
 LQ0604'SLIGHT SADDLE OF THE ROCKY RIDGE LYING S OF U.S. HIGHWAY 40,
 LQ0604'AND N OF THE WESTERN PACIFIC RAILWAY TRACKS.
 LQ0604'
 LQ0604'THE ORIGINAL 1-INCH BY 2-INCH WOODEN HUB AND CAIRN HAVE BEEN
 LQ0604'REPLACED BY A STANDARD BRONZE DISK SET IN THE BEDROCK ABOUT 6 INCHES
 LQ0604'BELOW THE SURFACE OF THE GROUND.  IT IS STAMPED SOUTH MONUMENT
 LQ0604'1940.
 LQ0604'
 LQ0604'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK, IS 20 FEET
 LQ0604'WSW OF THE STATION AND SET IN BEDROCK PROJECTING ABOUT 2 FEET.
 LQ0604'IT IS ABOUT 18 INCHES HIGHER IN ELEVATION THAN THE STATION
 LQ0604'MARK, STAMPED NO. 1 SOUTH MONUMENT 1940.
 LQ0604'
 LQ0604'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK, IS ABOUT 42
 LQ0604'FEET (SLOPE DISTANCE), N OF THE STATION, SET IN BEDROCK, FLUSH
 LQ0604'WITH THE SURFACE AND ABOUT 6 FEET BELOW THE STATION.  STAMPED
 LQ0604'NO. 2 SOUTH MONUMENT 1940.
 LQ0604'
 LQ0604'REACHED FROM STATE LINE HOTEL AT WENDOVER, BY FOLLOWING ROAD S
 LQ0604'ALONG E SIDE OF BUILDING 0.15 MILE TO SMALL QUARRY DUMP ON
 LQ0604'SIDE HILL.  THENCE S 50 YARDS TO SADDLE IN LOW RIDGE AND
 LQ0604'STATION.
 LQ0604
 LQ0604                          STATION RECOVERY (1942)
 LQ0604
 LQ0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 LQ0604'STATION WAS FOUND AS DESCRIBED IN GOOD CONDITION.
 LQ0604
 LQ0604                          STATION RECOVERY (1943)
 LQ0604
 LQ0604'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1943
 LQ0604'STATION RECOVERED AS DESCRIBED.
 LQ0604'
 LQ0604'THIS STATION EVIDENTLY MARKS THE SITE OF AN ORIGINAL STATE
 LQ0604'LINE MONUMENT ESTABLISHED WHEN THE STATE LINE WAS FIRST
 LQ0604'SURVEYED, AND WAS APPROXIMATELY 12 CHAINS S OF THE POINT FROM
 LQ0604'BOUNDARY MONUMENT NO. 41 WHICH WAS NOT ESTABLISHED DURING THE
 LQ0604'ORIGINAL SURVEY.  IN 1907 A MONUMENT WAS ESTABLISHED IN
 LQ0604'CONJUNCTION WITH A RESURVEY OF THE LINE WHEN THE SECTION CORNERS
 LQ0604'WERE SET ON THE UTAH SIDE OF THE LINE.  THIS REESTABLISHED
 LQ0604'MILEPOST WAS 12.41 CHAINS N FROM THE POINT ON THE SADDLE
 LQ0604'OF THE RIDGE WHICH NOW IS LOCATION OF STATION SOUTH MONUMENT.
 LQ0604'
 LQ0604'THE REESTABLISHED MONUMENT AT MILEPOST 41 HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0432 ***********************************************************************
 KQ0432  DESIGNATION -  BOVID
 KQ0432  PID         -  KQ0432
 KQ0432  STATE/COUNTY-  NV/LANDER
 KQ0432  USGS QUAD   -  GILBERT CREEK SE (1969)
 KQ0432
 KQ0432                         *CURRENT SURVEY CONTROL
 KQ0432  ___________________________________________________________________
 KQ0432* NAD 83(1994)-  39 50 33.74781(N)    117 22 31.80113(W)     ADJUSTED  
 KQ0432* NAVD 88     -      1691.5    (meters)    5550.     (feet)  VERTCON   
 KQ0432  ___________________________________________________________________
 KQ0432  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 KQ0432  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 KQ0432
 KQ0432  HORZ ORDER  -  SECOND
 KQ0432
 KQ0432.The horizontal coordinates were established by classical geodetic methods
 KQ0432.and adjusted by the National Geodetic Survey in June 1998..
 KQ0432
 KQ0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0432
 KQ0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0432
 KQ0432.The geoid height was determined by GEOID03.
 KQ0432
 KQ0432;                    North         East     Units Scale Factor Converg.
 KQ0432;SPC NV C     - 6,565,389.947   439,337.091   MT  0.99994529   -0 27 14.9
 KQ0432;SPC NV C     -21,539,950.18  1,441,391.77   sFT  0.99994529   -0 27 14.9
 KQ0432;SPC NV W     - 4,565,847.635   903,368.836   MT  1.00003150   +0 46 26.1
 KQ0432;SPC NV W     -14,979,785.12  2,963,802.59   sFT  1.00003150   +0 46 26.1
 KQ0432;UTM  11      - 4,410,366.999   467,873.942   MT  0.99961271   -0 14 26.1
 KQ0432
 KQ0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0432!SPC NV C     -   0.99973815  x   0.99994529  =   0.99968345
 KQ0432!SPC NV W     -   0.99973815  x   1.00003150  =   0.99976964
 KQ0432!UTM  11      -   0.99973815  x   0.99961271  =   0.99935096
 KQ0432
 KQ0432:                Primary Azimuth Mark                     Grid Az
 KQ0432:SPC NV C     -  BOVID AZ MK                              074 38 55.6
 KQ0432:SPC NV W     -  BOVID AZ MK                              073 25 14.6
 KQ0432:UTM  11      -  BOVID AZ MK                              074 26 06.8
 KQ0432
 KQ0432|---------------------------------------------------------------------|
 KQ0432| PID    Reference Object                     Distance      Geod. Az  |
 KQ0432|                                                           dddmmss.s |
 KQ0432| DA8806 BOVID AZ MK                                        0741140.7 |
 KQ0432| DA8807 BOVID RM 1                            6.898 METERS 11803     |
 KQ0432| DA8808 BOVID RM 2                            6.415 METERS 20924     |
 KQ0432|---------------------------------------------------------------------|
 KQ0432
 KQ0432                          SUPERSEDED SURVEY CONTROL
 KQ0432
 KQ0432  NAD 83(1986)-  39 50 33.75034(N)    117 22 31.79091(W) AD(       ) 2
 KQ0432  NAD 27      -  39 50 34.04590(N)    117 22 28.41730(W) AD(       ) 2
 KQ0432  NGVD 29 (07/19/86) 1690.4    (m)         5546.     (f) VERT ANG       
 KQ0432
 KQ0432.Superseded values are not recommended for survey control.
 KQ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0432.See file dsdata.txt to determine how the superseded data were derived.
 KQ0432
 KQ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME6787410367(NAD 83)
 KQ0432_MARKER: DS = TRIANGULATION STATION DISK
 KQ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0432
 KQ0432  HISTORY     - Date     Condition        Report By
 KQ0432  HISTORY     - 1958     MONUMENTED       CGS
 KQ0432
 KQ0432                          STATION DESCRIPTION
 KQ0432
 KQ0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 KQ0432'THE STATION IS LOCATED ON THE HIGHEST POINT, AND NEAR THE SOUTH
 KQ0432'END, OF A LOW RIDGE THAT PARALLELS THE ANTELOPE VALLEY ROAD.
 KQ0432'IT IS, AIRLINE ABOUT 29 MILES NORTHWEST OF AUSTIN, 15 MILES
 KQ0432'SOUTHWEST OF THE JUNCTION OF THE ANTELOPE VALLEY ROAD WITH STATE
 KQ0432'HIGHWAY 8A AND 1/2 MILE WEST OF THE ANTELOPE VALLEY ROAD.
 KQ0432'
 KQ0432'TO REACH FROM THE POST OFFICE IN BATTLE MOUNTAIN, GO NORTHWEST
 KQ0432'ON U.S. HIGHWAY 40 FOR 1 BLOCK TO THE INTERSECTION OF STATE
 KQ0432'HIGHWAY 8A ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 47.8 MILES TO
 KQ0432'A GRAVEL SIDE ROAD RIGHT AND SIGN ANTELOPE VALLEY.  TURN RIGHT
 KQ0432'ON GRAVEL ROAD AND GO SOUTHWEST FOR 2.75 MILES TO A CATTLE GUARD.
 KQ0432'CONTINUE ON MAIN ROAD FOR 11.9 MILES TO THE CONVERGENCE OF TWO
 KQ0432'ALTERNATE ROADS THAT PARALLEL EACH OTHER FOR 0.4 MILE.
 KQ0432'CONTINUE ON MAIN ROAD FOR 1.3 MILES TO A DIM SIDE ROAD RIGHT.
 KQ0432'TURN RIGHT AND FOLLOW DIM ROAD WEST FOR 0.5 MILE TO AZIMUTH
 KQ0432'MARK ON LEFT.  CONTINUE WEST ON TRACK ROAD, UP GRADUAL SLOPE
 KQ0432'ALONG NORTH SIDE OF A WASH, FOR 0.15 MILE TO CREST OF RIDGE.
 KQ0432'TURN LEFT AND GO SOUTH ALONG RIDGE FOR 0.15 MILE TO HIGHEST
 KQ0432'POINT AND STATION.
 KQ0432'
 KQ0432'THE STATION MARK IS A STANDARD DISK STAMPED BOVID 1958, SET IN
 KQ0432'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 KQ0432'INCHES ABOVE GROUND.
 KQ0432'
 KQ0432'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BOVID NO 1
 KQ0432'1958, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 KQ0432'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 18 INCHES LOWER
 KQ0432'THAN THE STATION.
 KQ0432'
 KQ0432'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BOVID NO
 KQ0432'2 1958, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 KQ0432'THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS ABOUT 6 INCHES
 KQ0432'LOWER THAN THE STATION.
 KQ0432'
 KQ0432'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOVID 1958, CEMENTED
 KQ0432'IN A DRILL HOLE IN A BLACK, 10-FOOT-DIAMETER BEDROCK OUTCROPPING
 KQ0432'THAT PROJECTS 6 INCHES ABOVE GROUND AND IS THE SECOND ONE FROM
 KQ0432'THE WEST END OF A ROW OF 6 SIMILAR OUTCROPPINGS THAT LIE ALONG
 KQ0432'THE NORTH SIDE OF A WIDE, SHALLOW WASH AND IS THE ONLY ROCK
 KQ0432'IN THE VICINITY.  THE MARK IS 51 FEET NORTH OF THE BOTTOM OF THE
 KQ0432'WASH, 33 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD AND
 KQ0432'3 FEET SOUTHWEST OF A SMALL PIPE THAT PROJECTS 3 FEET ABOVE
 KQ0432'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0455 ***********************************************************************
 MU0455  DESIGNATION -  BOYD
 MU0455  PID         -  MU0455
 MU0455  STATE/COUNTY-  NV/ELKO
 MU0455  USGS QUAD   -  CHICKEN CREEK SUMMIT (1987)
 MU0455
 MU0455                         *CURRENT SURVEY CONTROL
 MU0455  ___________________________________________________________________
 MU0455* NAD 83(1994)-  41 30 02.59918(N)    116 03 15.09555(W)     ADJUSTED  
 MU0455* NAVD 88     -      2365.7    (meters)    7761.     (feet)  VERTCON   
 MU0455  ___________________________________________________________________
 MU0455  LAPLACE CORR-          13.98  (seconds)                    DEFLEC99
 MU0455  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 MU0455
 MU0455  HORZ ORDER  -  SECOND
 MU0455
 MU0455.The horizontal coordinates were established by classical geodetic methods
 MU0455.and adjusted by the National Geodetic Survey in June 1998..
 MU0455
 MU0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0455
 MU0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0455
 MU0455.The geoid height was determined by GEOID03.
 MU0455
 MU0455;                    North         East     Units Scale Factor Converg.
 MU0455;SPC NV E     - 8,749,356.623   160,689.318   MT  0.99991901   -0 18 43.2
 MU0455;SPC NV E     -28,705,180.85    527,194.87   sFT  0.99991901   -0 18 43.2
 MU0455;UTM  11      - 4,594,776.130   578,939.222   MT  0.99967668   +0 37 36.3
 MU0455
 MU0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0455!SPC NV E     -   0.99963175  x   0.99991901  =   0.99955079
 MU0455!UTM  11      -   0.99963175  x   0.99967668  =   0.99930855
 MU0455
 MU0455|---------------------------------------------------------------------|
 MU0455| PID    Reference Object                     Distance      Geod. Az  |
 MU0455|                                                           dddmmss.s |
 MU0455| DC9861 BOYD RM 1                             8.196 METERS 11719     |
 MU0455| DC9862 BOYD RM 2                             9.203 METERS 20005     |
 MU0455| MU0355 BASIN                               APPROX. 9.7 KM 2045635.0 |
 MU0455|---------------------------------------------------------------------|
 MU0455
 MU0455                          SUPERSEDED SURVEY CONTROL
 MU0455
 MU0455  NAD 83(1986)-  41 30 02.60006(N)    116 03 15.08576(W) AD(       ) 2
 MU0455  NAD 27      -  41 30 02.93700(N)    116 03 11.76800(W) AD(       ) 2
 MU0455  NGVD 29 (07/19/86) 2364.4    (m)         7757.     (f) VERT ANG       
 MU0455
 MU0455.Superseded values are not recommended for survey control.
 MU0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0455.See file dsdata.txt to determine how the superseded data were derived.
 MU0455
 MU0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF7893994776(NAD 83)
 MU0455_MARKER: DS = TRIANGULATION STATION DISK
 MU0455_SETTING: 80 = SET IN A BOULDER
 MU0455_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MU0455
 MU0455  HISTORY     - Date     Condition        Report By
 MU0455  HISTORY     - 1956     MONUMENTED       CGS
 MU0455
 MU0455                          STATION DESCRIPTION
 MU0455
 MU0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MU0455'THE STATION IS ABOUT 45 MILES NORTH-NORTHWEST OF ELKO, 16 MILES
 MU0455'NORTHEAST OF TUSCARORA, 4 MILES SOUTH-SOUTHWEST OF THE SUMMIT OF
 MU0455'JACK CREEK PASS, 2 MILES EAST OF THE JACK CREEK INN ON STATE
 MU0455'HIGHWAY 11 AND 3/4 MILE SOUTHEAST OF THE BRIDGE OVER JACK CREEK.
 MU0455'IT IS ON THE SUMMIT OF THE HIGHEST HILL BEFORE BEGINNING THE
 MU0455'ASCENT TO THE HIGHER MOUNTAINS TO THE EAST.  THE HILL, FROM A
 MU0455'DISTANCE, APPEARS CONE-SHAPED, WITH STEEP SLOPES AND WITH HUGE
 MU0455'ROCK FORMATIONS ON THE WEST SIDE.  THE TOP OF THE HILL IS A
 MU0455'RELATIVELY FLAT-TOPPED RIDGE RUNNING NORTHWEST AND SOUTHEAST
 MU0455'AND IS SPARSELY COVERED WITH GRASS.
 MU0455'
 MU0455'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 MU0455'11 AT THE WEST EDGE OF ELKO, GO NORTHERLY ON HIGHWAY 11 FOR 26.4
 MU0455'MILES TO ITS JUNCTION WITH STATE HIGHWAY 43.  CONTINUE NORTHWEST
 MU0455'ON HIGHWAY 11, TOWARDS TUSCARORA, FOR 17.3 MILES TO THE TAYLOR
 MU0455'CANYON JUNCTION AND SIGN TUSCARORA 7 MIDAS 43.  CONTINUE STRAIGHT
 MU0455'AHEAD, NORTH, ON HIGHWAY 11 (GRAVEL ROAD FROM JUNCTION) FOR 10.1
 MU0455'MILES TO A Y-FORK AND TRIANGULAR ROAD INTERSECTION.  STATION
 MU0455'BASIN IS IN THE TRIANGLE.  CONTINUE NORTH ON HIGHWAY 11 FOR
 MU0455'5.1 MILES TO THE JACK CREEK INN ON THE RIGHT.  CONTINUE NORTH
 MU0455'FOR 0.4 MILE TO A FORK.  TAKE THE RIGHT FORK FOR ABOUT 100 YARDS
 MU0455'TO A WHITE WOODEN GATE.  GO THROUGH THE GATE AND GO EASTERLY
 MU0455'ON THE MAIN ROAD UP THE VALLEY FOR 1.6 MILES TO THE BRIDGE
 MU0455'OVER JACK CREEK.  CROSS THE BRIDGE AND TURN RIGHT THROUGH A
 MU0455'WIRE GATE, THEN TURN SHARP LEFT, SOUTH (A 4-WHEEL DRIVE
 MU0455'VEHICLE IS REQUIRED FROM THIS POINT), UP DRY WASH OVER LARGE
 MU0455'BOULDERS FOR A TOTAL DISTANCE OF 0.1 MILE.  TURN RIGHT,
 MU0455'WEST, UP OUT OF THE WASH, FOR 0.05 MILE TO THE CREST OF THE
 MU0455'RIDGE.  TURN LEFT AND FOLLOW THE RIDGE SOUTHERLY FOR
 MU0455'ABOUT 0.65 MILE THEN SWING LEFT, EASTERLY ALONG THE RIDGE FOR
 MU0455'0.45 MILE TO A GATE IN A NORTH-SOUTH FENCE.  GO THROUGH THE
 MU0455'GATE AND CONTINUE EAST FOR 0.5 MILE TO NEAR THE BASE OF THE
 MU0455'STEEP HILL AND THE END OF TRUCK TRAVEL.  PACK EAST UP
 MU0455'THE HILL TO THE SUMMIT AND STATION.  THIS IS ABOUT A
 MU0455'15-MINUTE PACK.
 MU0455'
 MU0455'THE STATION AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS
 MU0455'CEMENTED IN DRILL HOLES IN BOULDERS.
 MU0455'
 MU0455'THE STATION MARK, STAMPED BOYD 1948, IS IN A ROCK ABOUT FLUSH
 MU0455'WITH THE GROUND.
 MU0455'
 MU0455'REFERENCE MARK 1, STAMPED BOYD NO 1 1948, IS IN A BOULDER
 MU0455'PROJECTING ABOUT 3 INCHES AND ABOUT THE SAME ELEVATION AS THE
 MU0455'STATION.
 MU0455'
 MU0455'REFERENCE MARK 2, STAMPED BOYD NO 2 1948, IS IN A BOULDER
 MU0455'PROJECTING ABOUT 6 INCHES AND ABOUT 1 FOOT LOWER THAN THE
 MU0455'STATION.
 MU0455'
 MU0455'STATION BASIN CAN BE USED FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9104 ***********************************************************************
 AH9104  DESIGNATION -  BOYER
 AH9104  PID         -  AH9104
 AH9104  STATE/COUNTY-  NV/CHURCHILL
 AH9104  USGS QUAD   -  LOGAN PEAK (1990)
 AH9104
 AH9104                         *CURRENT SURVEY CONTROL
 AH9104  ___________________________________________________________________
 AH9104* NAD 83(1994)-  40 00 04.59366(N)    117 52 46.05057(W)     ADJUSTED  
 AH9104* NAVD 88     -      2137.0    (meters)    7011.     (feet)  VERTCON   
 AH9104  ___________________________________________________________________
 AH9104  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AH9104  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 AH9104
 AH9104  HORZ ORDER  -  THIRD
 AH9104
 AH9104.The horizontal coordinates were established by classical geodetic methods
 AH9104.and adjusted by the National Geodetic Survey in February 1999..
 AH9104
 AH9104.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9104
 AH9104.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9104
 AH9104.The geoid height was determined by GEOID03.
 AH9104
 AH9104;                    North         East     Units Scale Factor Converg.
 AH9104;SPC NV W     - 4,582,991.406   860,099.724   MT  0.99994445   +0 27 08.9
 AH9104;SPC NV W     -15,036,030.97  2,821,843.84   sFT  0.99994445   +0 27 08.9
 AH9104;UTM  11      - 4,428,269.204   424,930.566   MT  0.99966937   -0 33 55.2
 AH9104
 AH9104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9104!SPC NV W     -   0.99966838  x   0.99994445  =   0.99961285
 AH9104!UTM  11      -   0.99966838  x   0.99966937  =   0.99933786
 AH9104
 AH9104                          SUPERSEDED SURVEY CONTROL
 AH9104
 AH9104  NGVD 29 (02/26/99) 2136.0    (m)         7008.     (f) VERT ANG       
 AH9104
 AH9104.Superseded values are not recommended for survey control.
 AH9104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9104.See file dsdata.txt to determine how the superseded data were derived.
 AH9104
 AH9104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME2493128269(NAD 83)
 AH9104_MARKER: DS = TRIANGULATION STATION DISK
 AH9104_SETTING: 66 = SET IN ROCK OUTCROP
 AH9104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9104+STABILITY: POSITION/ELEVATION WELL
 AH9104
 AH9104  HISTORY     - Date     Condition        Report By
 AH9104  HISTORY     - 1965     MONUMENTED       USGS
 AH9104
 AH9104                          STATION DESCRIPTION
 AH9104
 AH9104'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH9104'LOCATED ABOUT 48 MI. DUE N. OF EASTGATE, 3 MI. DUE N. OF BOYER RANCH,
 AH9104'AND ABOUT 0.5 MI. S. OF THE CHURCHILL COUNTY LINE, ON THE S. END OF A
 AH9104'RIDGE ON ROCKY OUTCROP JUTTING OUT TO THE W. STATION REACHED BY
 AH9104'HELICOPTER. STATION MARK--A STANDARD TABLET STAMPED---BOYER 1965---
 AH9104'CEMENTED IN A DRILL HOLE IN ROCK. REFERENCE MARK NO. 1--A STANDARD
 AH9104'REFERENCE TABLET STAMPED---NO 1 1965--- CEMENTED IN DRILL HOLE IN
 AH9104'ROCK, 19.1 FT. BELOW AND 51.95 FT. FROM STATION MARK IN DIRECT 13
 AH9104'DEGREES 38 MINUTES. REFERENCE MARK NO. 2--A STANDARD USGS TABLET
 AH9104'STAMPED---NO 2 1965--- CEMENTED IN A DRILL HOLE IN ROCK, 6.8 FT. BELOW
 AH9104'AND 24.54 FT. FROM STATION MARK IN DIRECT 101 DEGREES 37 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0537 ***********************************************************************
 JQ0537  DESIGNATION -  BRADFORD
 JQ0537  PID         -  JQ0537
 JQ0537  STATE/COUNTY-  NV/NYE
 JQ0537  USGS QUAD   -  RAYS (1987)
 JQ0537
 JQ0537                         *CURRENT SURVEY CONTROL
 JQ0537  ___________________________________________________________________
 JQ0537* NAD 83(1994)-  38 08 42.66838(N)    117 13 17.06004(W)     ADJUSTED  
 JQ0537* NAVD 88     -      2144.6    (meters)    7036.     (feet)  VERTCON   
 JQ0537  ___________________________________________________________________
 JQ0537  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 JQ0537  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 JQ0537
 JQ0537  HORZ ORDER  -  THIRD
 JQ0537
 JQ0537.The horizontal coordinates were established by classical geodetic methods
 JQ0537.and adjusted by the National Geodetic Survey in June 1998..
 JQ0537
 JQ0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0537
 JQ0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0537
 JQ0537.The geoid height was determined by GEOID03.
 JQ0537
 JQ0537;                    North         East     Units Scale Factor Converg.
 JQ0537;SPC NV C     - 6,376,862.700   451,376.814   MT  0.99992911   -0 20 33.5
 JQ0537;SPC NV C     -20,921,423.71  1,480,892.10   sFT  0.99992911   -0 20 33.5
 JQ0537;SPC NV W     - 4,377,593.729   919,376.002   MT  1.00007546   +0 50 28.7
 JQ0537;SPC NV W     -14,362,155.43  3,016,319.43   sFT  1.00007546   +0 50 28.7
 JQ0537;UTM  11      - 4,221,947.022   480,599.558   MT  0.99960464   -0 08 12.3
 JQ0537
 JQ0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0537!SPC NV C     -   0.99966747  x   0.99992911  =   0.99959661
 JQ0537!SPC NV W     -   0.99966747  x   1.00007546  =   0.99974291
 JQ0537!UTM  11      -   0.99966747  x   0.99960464  =   0.99927224
 JQ0537
 JQ0537:                Primary Azimuth Mark                     Grid Az
 JQ0537:SPC NV C     -  BOOKER                                   149 47 47.4
 JQ0537:SPC NV W     -  BOOKER                                   148 36 45.2
 JQ0537:UTM  11      -  BOOKER                                   149 35 26.2
 JQ0537
 JQ0537|---------------------------------------------------------------------|
 JQ0537| PID    Reference Object                     Distance      Geod. Az  |
 JQ0537|                                                           dddmmss.s |
 JQ0537| JQ0535 BOOKER                              APPROX. 5.9 KM 1492713.9 |
 JQ0537|---------------------------------------------------------------------|
 JQ0537
 JQ0537                          SUPERSEDED SURVEY CONTROL
 JQ0537
 JQ0537  NAD 83(1986)-  38 08 42.66678(N)    117 13 17.06680(W) AD(       ) 3
 JQ0537  NAD 27      -  38 08 42.93300(N)    117 13 13.77800(W) AD(       ) 3
 JQ0537  NGVD 29 (03/11/99) 2143.4    (m)         7032.     (f) VERT ANG       
 JQ0537
 JQ0537.Superseded values are not recommended for survey control.
 JQ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0537.See file dsdata.txt to determine how the superseded data were derived.
 JQ0537
 JQ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC8060021947(NAD 83)
 JQ0537_MARKER: DS = TRIANGULATION STATION DISK
 JQ0537_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0537_SP_SET: SET IN BEDROCK
 JQ0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0537+STABILITY: POSITION/ELEVATION WELL
 JQ0537
 JQ0537  HISTORY     - Date     Condition        Report By
 JQ0537  HISTORY     - 1958     MONUMENTED       CGS
 JQ0537  HISTORY     - 1943     GOOD             CGS
 JQ0537  HISTORY     - 1960     GOOD             USGS
 JQ0537
 JQ0537                          STATION DESCRIPTION
 JQ0537
 JQ0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CHS)
 JQ0537'ABOUT 6 MILES NORTH OF TONOPAH AND ABOUT 1 MILE SOUTH OF THE
 JQ0537'ICE PLANT, ON THE SOUTHWEST PART OF A CONSPICUOUS MOUNTAIN
 JQ0537'WITH A LONG PALISADE TOP EXTENDING SOUTHWEST AND NORTHEAST.
 JQ0537'THE MOUNTAIN IS ON THE WEST SIDE OF THE WAGON ROAD AND JUST
 JQ0537'SOUTHEAST OF A CONICAL PEAK.  THE STATION IS MARKED BY A
 JQ0537'DRILL HOLE IN SOLID ROCK, OVER WHICH IS A PILE OF STONES
 JQ0537'ABOUT THE BASE OF THE SIGNAL POLE.
 JQ0537
 JQ0537                          STATION RECOVERY (1943)
 JQ0537
 JQ0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (LVE)
 JQ0537'RECOVERED A DRILL HOLE WAS FOUND IN A POSITION CORRESPONDING
 JQ0537'TO THE DESCRIPTION.  THE ROCK CAIRN HAD FALLEN APART TO SOME
 JQ0537'EXTENT, BUT WAS STILL RECOGNIZABLE.  A VERY OLD SIGNAL POLE
 JQ0537'WAS FOUND CLOSE BY.
 JQ0537'
 JQ0537'THE SIGNAL POLE WAS REPLACED, AND THE ROCK CAIRN RE-BUILT TO
 JQ0537'HOLD THE POLE IN POSITION.
 JQ0537'
 JQ0537'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH GO NW ON
 JQ0537'MAIN STREET 0.2 MILE, TURN NORTH ON CORONA AVE. AND GO 0.15
 JQ0537'MILE TO A GRAVEL ROAD, JUST AROUND A CURVE IN CORONA AVE.
 JQ0537'TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD 0.5 MILE TO A FORK.
 JQ0537'TAKE LEFT FORK AND GO N 2.0 MILES TO ANOTHER FORK.  TAKE THE
 JQ0537'LEFT FORK NORTH 0.15 MILE TO A FORK.  TAKE LEFT FORK N 0.75
 JQ0537'MILE TO A FORK.  TAKE THE LEFT FORK N 1.65 MILES TO FORK.  TAKE
 JQ0537'LEFT FORK N 1.0 MILE TO THE BASE OF RED MOUNTAIN.  LEAVE TRUCK
 JQ0537'AND CLIMB THE PEAK WEST OF THE ROAD.  THE STATION IS ON A
 JQ0537'NARROW ROCK RIDGE ON THE SW PART OF THE PEAK, ON THE HIGHEST
 JQ0537'PART OF THE PEAK.
 JQ0537
 JQ0537                          STATION RECOVERY (1960)
 JQ0537
 JQ0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JQ0537'LOCATED ABOUT 6 MI. N. OF TONOPAH, ON THE SW. END OF RED MOUNTAIN. TO
 JQ0537'REACH FROM TONOPAH, DRIVE N. 6 MI. ON RD. TO MILITARY RESERVATION.
 JQ0537'ABOUT 1.5 MI. W. OF MILITARY RESERVATION TAKE RD. N. AROUND E. SIDE OF
 JQ0537'RED MOUNTAIN FOR ABOUT 1 MI.  PACK UP SLOPE TO TOP AND STATION.
 JQ0537'STATION MARK--STANDARD TABLET STAMPED---BRADFORD 2 1958--- CEMENTED IN
 JQ0537'DRILL HOLE IN BEDROCK. REFERENCE MARK NO. 1--STANDARD REFERENCE MARK
 JQ0537'TABLET CEMENTED IN DRILL HOLE IN TOP OF ROCK OUTCROP, 19.33 FT. FROM
 JQ0537'STATION MARK IN DIRECTI 29 DEGREES 33 MINUTES. REFERENCE MARK NO.
 JQ0537'2--STANDARD REFERENCE MARK TABLET CEMENTED IN DRILL HOLE IN TOP OF
 JQ0537'ROCK OUTCROP, 48.88 FT. FROM STATION MARK IN DIRECTI 253 DEGREES 15
 JQ0537'MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0469 ***********************************************************************
 KR0469  DESIGNATION -  BRADY 2
 KR0469  PID         -  KR0469
 KR0469  STATE/COUNTY-  NV/CHURCHILL
 KR0469  USGS QUAD   -  DESERT PEAK (1986)
 KR0469
 KR0469                         *CURRENT SURVEY CONTROL
 KR0469  ___________________________________________________________________
 KR0469* NAD 83(1994)-  39 50 15.42267(N)    118 57 25.38802(W)     ADJUSTED  
 KR0469* NAVD 88     -      1321.21   (+/-2cm)    4334.7    (feet)  VERTCON   
 KR0469  ___________________________________________________________________
 KR0469  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 KR0469  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 KR0469
 KR0469  HORZ ORDER  -  THIRD
 KR0469  VERT ORDER  -  THIRD ? (See Below)
 KR0469
 KR0469.The horizontal coordinates were established by classical geodetic methods
 KR0469.and adjusted by the National Geodetic Survey in June 1998..
 KR0469.No horizontal observational check was made to the station.
 KR0469
 KR0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0469.The vertical order pertains to the NGVD 29 superseded value.
 KR0469
 KR0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0469
 KR0469.The geoid height was determined by GEOID03.
 KR0469
 KR0469;                    North         East     Units Scale Factor Converg.
 KR0469;SPC NV W     - 4,564,651.225   768,014.395   MT  0.99991259   -0 14 21.9
 KR0469;SPC NV W     -14,975,859.89  2,519,727.23   sFT  0.99991259   -0 14 21.9
 KR0469;UTM  11      - 4,411,567.056   332,545.672   MT  0.99994522   -1 15 14.4
 KR0469
 KR0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0469!SPC NV W     -   0.99979650  x   0.99991259  =   0.99970910
 KR0469!UTM  11      -   0.99979650  x   0.99994522  =   0.99974173
 KR0469
 KR0469|---------------------------------------------------------------------|
 KR0469| PID    Reference Object                     Distance      Geod. Az  |
 KR0469|                                                           dddmmss.s |
 KR0469| KR0471 BRADY 2 RM 4                          9.327 METERS 01208     |
 KR0469| KR0478 QUEEN                               APPROX. 2.3 KM 0613953.2 |
 KR0469| KR0468 BRADY                                36.851 METERS 13642     |
 KR0469| KR0470 BRADY 2 RM 3                          9.296 METERS 27353     |
 KR0469|---------------------------------------------------------------------|
 KR0469
 KR0469                          SUPERSEDED SURVEY CONTROL
 KR0469
 KR0469  NAD 83(1986)-  39 50 15.42836(N)    118 57 25.38285(W) AD(       ) 3
 KR0469  NAD 27      -  39 50 15.75160(N)    118 57 21.80010(W) AD(       ) 3
 KR0469  NGVD 29 (07/19/86) 1320.23   (m)         4331.5    (f) LEVELING    3  
 KR0469
 KR0469.Superseded values are not recommended for survey control.
 KR0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0469.See file dsdata.txt to determine how the superseded data were derived.
 KR0469
 KR0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE3254611567(NAD 83)
 KR0469_MARKER: DS = TRIANGULATION STATION DISK
 KR0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0469_SP_SET: CONCRETE POST
 KR0469_STAMPING: BRADY 2 1962
 KR0469_MARK LOGO: CGS   
 KR0469_PROJECTION: PROJECTING 10 CENTIMETERS
 KR0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0469+STABILITY: SURFACE MOTION
 KR0469
 KR0469  HISTORY     - Date     Condition        Report By
 KR0469  HISTORY     - 1963     MONUMENTED       NVDH
 KR0469  HISTORY     - 1963     GOOD             NGS
 KR0469  HISTORY     - 1986     GOOD             NGS
 KR0469
 KR0469                          STATION DESCRIPTION
 KR0469
 KR0469'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1963
 KR0469'STATION LOCATED 4.55 MILES NORTHEAST ALONG U.S. HWY 40 FROM
 KR0469'BRADY HOT SPRINGS.  THE MARK IS A STANDARD TRIANGULATION DISK
 KR0469'SET IN CONCRETE AND STAMPED BRADY 2 1962.
 KR0469
 KR0469                          STATION RECOVERY (1963)
 KR0469
 KR0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KR0469'4.55 MI NE FROM BRADY HOT SPRINGS.
 KR0469'4.55 MILES NORTHEAST ALONG U.S. 40 FROM BRADY HOT SPRINGS ABOUT 120.9
 KR0469'FEET NORTHWESTERLY FROM THE ORIGINAL POSITION OF BRADY.  THE MARK SET
 KR0469'IN CONCRETE, 30.5 FEET EAST OF RM NO. 3, 30.6 FEET SOUTH OF RM NO. 4.
 KR0469
 KR0469                          STATION RECOVERY (1986)
 KR0469
 KR0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0469'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.4
 KR0469'MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0469'FERNLEY, THENCE 33.8 KM (21.0 MI) NORTHEAST ALONG I-80, 0.29 KM
 KR0469'(0.18 MI) SOUTHWEST OF MILE POST 70, AT THE CENTER AND ON TOP OF A
 KR0469'HIGHWAY CUT, 34.4 METERS (113 FT) NORTHWEST OF THE CENTERLINE OF THE
 KR0469'WESTBOUND LANES, 26.8 METERS (88.0 FT) SOUTHEAST OF A FENCE, 11.6
 KR0469'METERS (38.0 FT) SOUTHEAST OF BENCH MARK 001 119 NVDH RESET 1962, 9.3
 KR0469'METERS (30.5 FT) EAST OF RM 3, 9.3 METERS (30.5 FT) SOUTH OF RM 4.
 KR0469'NOTE--NOT LEVELED DURING THIS SURVEY.
 KR0469'THE MARK IS 11.6 METERS  SE FROM  A WITNESS POST
 KR0469'THE MARK IS 4.5 M ABOVE THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0542 ***********************************************************************
 JQ0542  DESIGNATION -  BRANDON
 JQ0542  PID         -  JQ0542
 JQ0542  STATE/COUNTY-  NV/ESMERALDA
 JQ0542  USGS QUAD   -  OUTLAW SPRINGS (1980)
 JQ0542
 JQ0542                         *CURRENT SURVEY CONTROL
 JQ0542  ___________________________________________________________________
 JQ0542* NAD 83(1994)-  38 19 41.30903(N)    117 41 57.30496(W)     ADJUSTED  
 JQ0542* NAVD 88     -      2184.4    (meters)    7167.     (feet)  VERTCON   
 JQ0542  ___________________________________________________________________
 JQ0542  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 JQ0542  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 JQ0542
 JQ0542  HORZ ORDER  -  SECOND
 JQ0542
 JQ0542.The horizontal coordinates were established by classical geodetic methods
 JQ0542.and adjusted by the National Geodetic Survey in June 1998..
 JQ0542
 JQ0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0542
 JQ0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0542
 JQ0542.The geoid height was determined by GEOID03.
 JQ0542
 JQ0542;                    North         East     Units Scale Factor Converg.
 JQ0542;SPC NV W     - 4,397,393.394   877,296.798   MT  0.99997356   +0 32 53.9
 JQ0542;SPC NV W     -14,427,114.83  2,878,264.58   sFT  0.99997356   +0 32 53.9
 JQ0542;SPC NV C     - 6,397,528.090   409,719.047   MT  1.00000035   -0 38 25.5
 JQ0542;SPC NV C     -20,989,223.41  1,344,219.91   sFT  1.00000035   -0 38 25.5
 JQ0542;UTM  11      - 4,242,455.306   438,881.810   MT  0.99964600   -0 26 01.2
 JQ0542
 JQ0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0542!SPC NV W     -   0.99966122  x   0.99997356  =   0.99963479
 JQ0542!SPC NV C     -   0.99966122  x   1.00000035  =   0.99966157
 JQ0542!UTM  11      -   0.99966122  x   0.99964600  =   0.99930734
 JQ0542
 JQ0542|---------------------------------------------------------------------|
 JQ0542| PID    Reference Object                     Distance      Geod. Az  |
 JQ0542|                                                           dddmmss.s |
 JQ0542| DA8812 BRANDON RM 1                          6.295 METERS 07318     |
 JQ0542| JQ0539 BIG SMOKY MINERAL MONUMENT          APPROX.15.4 KM 0932547.5 |
 JQ0542| DA8811 BRANDON AZ MK                                      1151525.5 |
 JQ0542| JQ0550 MONTE AZ MK                         APPROX. 9.7 KM 2422019.2 |
 JQ0542| DA8813 BRANDON RM 2                          4.877 METERS 33253     |
 JQ0542|---------------------------------------------------------------------|
 JQ0542
 JQ0542                          SUPERSEDED SURVEY CONTROL
 JQ0542
 JQ0542  NAD 83(1992)-  38 19 41.30841(N)    117 41 57.31749(W) AD(       ) 2
 JQ0542  NAD 83(1986)-  38 19 41.30652(N)    117 41 57.31555(W) AD(       ) 2
 JQ0542  NAD 27      -  38 19 41.57300(N)    117 41 53.94600(W) AD(       ) 2
 JQ0542  NGVD 29 (07/19/86) 2183.2    (m)         7163.     (f) VERT ANG       
 JQ0542
 JQ0542.Superseded values are not recommended for survey control.
 JQ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0542.See file dsdata.txt to determine how the superseded data were derived.
 JQ0542
 JQ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC3888242455(NAD 83)
 JQ0542_MARKER: DS = TRIANGULATION STATION DISK
 JQ0542_SETTING: 80 = SET IN A BOULDER
 JQ0542_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JQ0542
 JQ0542  HISTORY     - Date     Condition        Report By
 JQ0542  HISTORY     - 1952     MONUMENTED       CGS
 JQ0542
 JQ0542                          STATION DESCRIPTION
 JQ0542
 JQ0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JQ0542'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PEAK IN THE
 JQ0542'SOUTH END OF THE CEDAR MOUNTAIN RANGE.  IT IS ABOUT 27 MILES
 JQ0542'AIRLINE SOUTHWEST OF THE CLOVERDALE RANCH, ABOUT 13 MILES
 JQ0542'AIRLINE SOUTHWEST OF ORIZABA, ABOUT 32 MILES AIRLINE NORTHWEST
 JQ0542'OF TONOPAH, AND ABOUT 2-1/2 MILES WEST OF THE OLD BRANDON MINE.
 JQ0542'
 JQ0542'THE STATION IS ON THE NORTH END OF THE HIGHEST POINT OF THE PEAK
 JQ0542'AND 9 FEET WEST OF A 5-FOOT CAIRN.  IT IS A STANDARD DISK SET
 JQ0542'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 5 INCHES.  THE DISK
 JQ0542'IS STAMPED--BRANDON 1952.
 JQ0542'
 JQ0542'REFERENCE MARK NUMBER ONE IS ABOUT 2-1/2 FEET LOWER THAN THE
 JQ0542'STATION.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER
 JQ0542'THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED--BRANDON NO 1 1952.
 JQ0542'
 JQ0542'REFERENCE MARK NUMBER TWO IS ABOUT THE SAME ELEVATION AS THE
 JQ0542'STATION.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER
 JQ0542'THAT PROJECTS 10 INCHES.  THE DISK IS STAMPED--BRANDON NO 2 1952.
 JQ0542'
 JQ0542'THE AZIMUTH MARK IS ON THE SUMMIT OF THE FIRST RIDGE TO THE EAST
 JQ0542'OF THE STATION PEAK.  IT IS 8 FEET SOUTHEAST OF A 3-FOOT CAIRN.
 JQ0542'IT IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT
 JQ0542'PROJECTS 2 INCHES.  THE DISK IS STAMPED--BRANDON 1952.  TO
 JQ0542'REACH THE MARK FROM THE STATION PACK EAST-SOUTHEAST FOR ABOUT 1/4
 JQ0542'MILE TO THE SUMMIT OF THE NEXT RIDGE AND THE MARK.
 JQ0542'
 JQ0542'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH GO
 JQ0542'WEST-NORTHWEST ON U.S. HIGHWAY 95 FOR 15.2 MILES TO A DIRT ROAD
 JQ0542'TO THE RIGHT.  TURN RIGHT, NORTH, AND GO 0.5 MILE TO A FORK.  TAKE
 JQ0542'THE LEFT FORK, NORTHWEST, AND GO 4.2 MILES TO A FORK.  TAKE THE
 JQ0542'RIGHT FORK, NORTHWEST, AND GO 1.5 MILES TO A FORK.  TAKE THE
 JQ0542'LEFT FORK, NORTHWEST, AND GO 4.3 MILES TO A FORK AND A SIGN.
 JQ0542'TAKE THE LEFT FORK AS PER SIGN MINA 38 AND GO 2.6 MILES TO A
 JQ0542'FORK AND A SIGN.  TAKE THE RIGHT FORK AS PER SIGN ORIZABA 20 AND GO
 JQ0542'2.7 MILES TO A SANDY DRAW ON THE LEFT.  WITH A 4-WHEEL DRIVE
 JQ0542'VEHICLE TURN LEFT, WEST, AND PICK WAY UP THE DRAW AND ON UP THE
 JQ0542'RIDGE FOR ABOUT 3 MILES TO A 4-FOOT CAIRN ON THE EAST SIDE OF
 JQ0542'A NARROW ROCKY DRAW AND THE END OF TRUCK TRAVEL.  FROM
 JQ0542'THE CAIRN PACK WESTERLY ACROSS THE DRAW AND ALONG THE NORTH
 JQ0542'SIDE OF A PROMINENT ROCK OUTCROP TO THE TOP OF THE RIDGE.
 JQ0542'GO NORTHWEST ACROSS THE WIDE FLAT TOWARD THE NORTH END OF THE
 JQ0542'HIGH MOUNTAIN TO A WIDE CANYON.  GO WEST UP THE WIDE CANYON TO
 JQ0542'THE SUMMIT OF THE HIGH POINT AND THEN GO WEST ACROSS THE TOP
 JQ0542'TO THE HIGHEST POINT AND THE STATION.  THIS IS ABOUT A 1 HOUR
 JQ0542'PACK.
 JQ0542'
 JQ0542'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0543 ***********************************************************************
 JQ0543  DESIGNATION -  BRANDON CAIRN
 JQ0543  PID         -  JQ0543
 JQ0543  STATE/COUNTY-  NV/ESMERALDA
 JQ0543  USGS QUAD   -  OUTLAW SPRINGS (1980)
 JQ0543
 JQ0543                         *CURRENT SURVEY CONTROL
 JQ0543  ___________________________________________________________________
 JQ0543* NAD 83(1994)-  38 19 41.26846(N)    117 41 57.20639(W)     ADJUSTED  
 JQ0543* NAVD 88     -      2104.     (meters)    6903.     (feet)  SCALED    
 JQ0543  ___________________________________________________________________
 JQ0543  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 JQ0543  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 JQ0543
 JQ0543  HORZ ORDER  -  THIRD
 JQ0543
 JQ0543.The horizontal coordinates were established by classical geodetic methods
 JQ0543.and adjusted by the National Geodetic Survey in June 1998..
 JQ0543
 JQ0543.The orthometric height was scaled from a topographic map.
 JQ0543
 JQ0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0543
 JQ0543.The geoid height was determined by GEOID03.
 JQ0543
 JQ0543;                    North         East     Units Scale Factor Converg.
 JQ0543;SPC NV W     - 4,397,392.166   877,299.204   MT  0.99997356   +0 32 54.0
 JQ0543;SPC NV W     -14,427,110.80  2,878,272.47   sFT  0.99997356   +0 32 54.0
 JQ0543;SPC NV C     - 6,397,526.812   409,721.427   MT  1.00000034   -0 38 25.4
 JQ0543;SPC NV C     -20,989,219.22  1,344,227.72   sFT  1.00000034   -0 38 25.4
 JQ0543;UTM  11      - 4,242,454.038   438,884.194   MT  0.99964600   -0 26 01.1
 JQ0543
 JQ0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0543!SPC NV W     -   0.99967379  x   0.99997356  =   0.99964736
 JQ0543!SPC NV C     -   0.99967379  x   1.00000034  =   0.99967413
 JQ0543!UTM  11      -   0.99967379  x   0.99964600  =   0.99931991
 JQ0543
 JQ0543                          SUPERSEDED SURVEY CONTROL
 JQ0543
 JQ0543  NAD 83(1992)-  38 19 41.26784(N)    117 41 57.21893(W) AD(       ) 4
 JQ0543  NAD 83(1986)-  38 19 41.26597(N)    117 41 57.21702(W) AD(       ) 4
 JQ0543  NAD 27      -  38 19 41.53200(N)    117 41 53.84800(W) AD(       ) 3
 JQ0543
 JQ0543.Superseded values are not recommended for survey control.
 JQ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0543.See file dsdata.txt to determine how the superseded data were derived.
 JQ0543
 JQ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC3888442454(NAD 83)
 JQ0543_MARKER: 72 = CAIRN
 JQ0543
 JQ0543  HISTORY     - Date     Condition        Report By
 JQ0543  HISTORY     - 1952     FIRST OBSERVED   CGS
 JQ0543
 JQ0543                          STATION DESCRIPTION
 JQ0543
 JQ0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JQ0543'THE STATION IS LOCATED ABOUT 32 MILES AIRLINE NORTHWEST OF
 JQ0543'TONOPAH, 27 MILES AIRLINE SOUTHWEST OF THE CLOVERDALE RANCH,
 JQ0543'ABOUT 13 MILES AIRLINE SOUTHWEST OF ORIZABA, AND 2-1/2 MILES
 JQ0543'WEST OF THE OLD BRANDON MINE.
 JQ0543'
 JQ0543'THE CAIRN IS ABOUT 5 FEET HIGH AND ABOUT 3 FEET IN DIAMETER AT ITS
 JQ0543'BASE.  IT IS ABOUT 9 FEET EAST OF STATION BRANDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0423 ***********************************************************************
 KQ0423  DESIGNATION -  BRANT
 KQ0423  PID         -  KQ0423
 KQ0423  STATE/COUNTY-  NV/LANDER
 KQ0423  USGS QUAD   -  VIGUS BUTTE NE (1969)
 KQ0423
 KQ0423                         *CURRENT SURVEY CONTROL
 KQ0423  ___________________________________________________________________
 KQ0423* NAD 83(1994)-  39 44 55.49988(N)    117 00 13.08049(W)     ADJUSTED  
 KQ0423* NAVD 88     -      2381.5    (meters)    7813.     (feet)  VERTCON   
 KQ0423  ___________________________________________________________________
 KQ0423  LAPLACE CORR-           8.84  (seconds)                    DEFLEC99
 KQ0423  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 KQ0423
 KQ0423  HORZ ORDER  -  SECOND
 KQ0423
 KQ0423.The horizontal coordinates were established by classical geodetic methods
 KQ0423.and adjusted by the National Geodetic Survey in June 1998..
 KQ0423
 KQ0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0423
 KQ0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0423
 KQ0423.The geoid height was determined by GEOID03.
 KQ0423
 KQ0423;                    North         East     Units Scale Factor Converg.
 KQ0423;SPC NV C     - 6,554,772.672   471,122.778   MT  0.99991026   -0 12 55.7
 KQ0423;SPC NV C     -21,505,116.67  1,545,675.31   sFT  0.99991026   -0 12 55.7
 KQ0423;UTM  11      - 4,399,871.535   499,688.714   MT  0.99960000   -0 00 08.4
 KQ0423
 KQ0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0423!SPC NV C     -   0.99962987  x   0.99991026  =   0.99954016
 KQ0423!UTM  11      -   0.99962987  x   0.99960000  =   0.99923002
 KQ0423
 KQ0423|---------------------------------------------------------------------|
 KQ0423| PID    Reference Object                     Distance      Geod. Az  |
 KQ0423|                                                           dddmmss.s |
 KQ0423| DA8814 BRANT RM 1                            4.350 METERS 03445     |
 KQ0423| DA8815 BRANT RM 2                            7.029 METERS 11006     |
 KQ0423| KQ0544 MOUNT CALLAHAN                      APPROX. 6.3 KM 1335905.2 |
 KQ0423|---------------------------------------------------------------------|
 KQ0423
 KQ0423                          SUPERSEDED SURVEY CONTROL
 KQ0423
 KQ0423  NAD 83(1986)-  39 44 55.49955(N)    117 00 13.06794(W) AD(       ) 2
 KQ0423  NAD 27      -  39 44 55.77530(N)    117 00 09.74200(W) AD(       ) 2
 KQ0423  NGVD 29 (07/19/86) 2380.1    (m)         7809.     (f) VERT ANG       
 KQ0423
 KQ0423.Superseded values are not recommended for survey control.
 KQ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0423.See file dsdata.txt to determine how the superseded data were derived.
 KQ0423
 KQ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD9968999872(NAD 83)
 KQ0423_MARKER: DS = TRIANGULATION STATION DISK
 KQ0423_SETTING: 0 = UNSPECIFIED SETTING
 KQ0423
 KQ0423  HISTORY     - Date     Condition        Report By
 KQ0423  HISTORY     - 1958     MONUMENTED       CGS
 KQ0423
 KQ0423                          STATION DESCRIPTION
 KQ0423
 KQ0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KQ0423'THE STATION IS LOCATED ABOUT 18 MILES AIRLINE, NORTHEAST OF
 KQ0423'AUSTIN, 8 MILES AIRLINE, EAST OF STATE HIGHWAY 8A AND 4
 KQ0423'MILES AIRLINE, NORTHWEST OF MT. CALLAHAN AND ON THE SUMMIT
 KQ0423'OF A TIMBERED RIDGE ABOUT 1-3/4 MILES EAST OF AN ABANDONED
 KQ0423'RANCH.
 KQ0423'
 KQ0423'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40
 KQ0423'AND STATE HIGHWAY 8A, ONE MILE WEST OF THE U.S. POST OFFICE
 KQ0423'IN AUSTIN, GO NORTHWESTERLY ON STATE HIGHWAY 8A FOR 16.3
 KQ0423'MILES TO A SIDE ROAD ON THE RIGHT AT A SIGN SILVER CREEK
 KQ0423'AND CATONS RANCH.  TURN RIGHT AND FOLLOW THE MAIN ROAD EASTERLY
 KQ0423'FOR 4.25 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE STRAIGHT
 KQ0423'AHEAD FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 KQ0423'AND GO NORTH FOR 0.75 MILE TO A REVERSE FORK ON THE RIGHT.
 KQ0423'CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 1.05 MILES TO
 KQ0423'A TRIPLE FORKS.  KEEP THE MIDDLE FORK AND CONTINUE 1.55
 KQ0423'MILES TO A FORKS.  TAKE THE RIGHT FORK AND GO 0.2 MILE TO A
 KQ0423'WIRE GATE AT THE ENTRANCE TO A RANCH.  PASS THROUGH THE
 KQ0423'WIRE GATE AND CONTINUE 0.95 MILE TO AN ABANDONED GROUP OF
 KQ0423'RANCH BUILDINGS.  PASS TO THE LEFT OF THE BUILDINGS AND FOLLOW A
 KQ0423'DIM TRACK ROAD 1.45 MILES TO A WIRE GATE.  PASS THROUGH
 KQ0423'THE WIRE GATE AND CONTINUE 1.0 MILE TO A DIM ROAD ON THE
 KQ0423'LEFT.  TURN LEFT AND GO UPGRADE 0.6 MILE TO THE CREST OF A
 KQ0423'SADDLE.  TURN LEFT AND FOLLOW THE CREST OF THE RIDGE
 KQ0423'WESTERLY FOR 0.5 MILE TO THE HIGHEST POINT AND THE
 KQ0423'STATION.
 KQ0423'
 KQ0423'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED BRANT
 KQ0423'1958 BRAZED TO THE TOP OF A 2-INCH GALVANIZED STEEL PIPE
 KQ0423'THAT PROJECTS 18 INCHES ABOVE GROUND LEVEL.
 KQ0423'
 KQ0423'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 KQ0423'BRANT NO 1 1958 BRZED TO THE TOP OF A 2-INCH GALVANIZED
 KQ0423'STEEL PIPE THAT PROJECTS 12 INCHES ABOVE GROUND LEVEL.
 KQ0423'
 KQ0423'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 KQ0423'BRANT NO 2 1958 BRZED TO THE TOP OF A 2-INCH GALVANIZED STEEL
 KQ0423'PIPE THAT PROJECTS 12 INCHES ABOVE GROUND LEVEL.
 KQ0423'
 KQ0423'NOTE--THE STATION AT MT CALLAHAN WILL SERVE AS AN AZIMUTH
 KQ0423'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0361 ***********************************************************************
 HP0361  DESIGNATION -  BREAD
 HP0361  PID         -  HP0361
 HP0361  STATE/COUNTY-  NV/LINCOLN
 HP0361  USGS QUAD   -  COAL VALLEY RESERVOIR (1985)
 HP0361
 HP0361                         *CURRENT SURVEY CONTROL
 HP0361  ___________________________________________________________________
 HP0361* NAD 83(1994)-  37 57 01.86416(N)    115 18 00.37664(W)     ADJUSTED  
 HP0361* NAVD 88     -      1514.0    (meters)    4967.     (feet)  VERTCON   
 HP0361  ___________________________________________________________________
 HP0361  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 HP0361  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 HP0361
 HP0361  HORZ ORDER  -  SECOND
 HP0361
 HP0361.The horizontal coordinates were established by classical geodetic methods
 HP0361.and adjusted by the National Geodetic Survey in June 1998..
 HP0361
 HP0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0361
 HP0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0361
 HP0361.The geoid height was determined by GEOID03.
 HP0361
 HP0361;                    North         East     Units Scale Factor Converg.
 HP0361;SPC NV E     - 8,355,149.685   224,890.916   MT  0.99990763   +0 10 27.1
 HP0361;SPC NV E     -27,411,853.59    737,829.61   sFT  0.99990763   +0 10 27.1
 HP0361;UTM  11      - 4,201,687.635   649,351.891   MT  0.99987473   +1 02 44.1
 HP0361
 HP0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0361!SPC NV E     -   0.99976630  x   0.99990763  =   0.99967395
 HP0361!UTM  11      -   0.99976630  x   0.99987473  =   0.99964106
 HP0361
 HP0361:                Primary Azimuth Mark                     Grid Az
 HP0361:SPC NV E     -  T 115                                    044 37 55.0
 HP0361:UTM  11      -  T 115                                    043 45 38.0
 HP0361
 HP0361|---------------------------------------------------------------------|
 HP0361| PID    Reference Object                     Distance      Geod. Az  |
 HP0361|                                                           dddmmss.s |
 HP0361| HP0116 T 115                                              0444822.1 |
 HP0361| DC9864 BREAD RM 1                           11.027 METERS 20956     |
 HP0361| HP0515 BREAD RM 2                           12.437 METERS 31051     |
 HP0361|---------------------------------------------------------------------|
 HP0361
 HP0361                          SUPERSEDED SURVEY CONTROL
 HP0361
 HP0361  NAD 83(1994)-  37 57 01.85790(N)    115 18 00.37912(W) AD(       ) 2
 HP0361  NAD 83(1986)-  37 57 01.85903(N)    115 18 00.37008(W) AD(       ) 2
 HP0361  NAD 27      -  37 57 02.01800(N)    115 17 57.25800(W) AD(       ) 2
 HP0361  NGVD 29 (07/19/86) 1512.9    (m)         4964.     (f) VERT ANG       
 HP0361
 HP0361.Superseded values are not recommended for survey control.
 HP0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0361.See file dsdata.txt to determine how the superseded data were derived.
 HP0361
 HP0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC4935201688(NAD 83)
 HP0361_MARKER: DS = TRIANGULATION STATION DISK
 HP0361_SETTING: 0 = UNSPECIFIED SETTING
 HP0361
 HP0361  HISTORY     - Date     Condition        Report By
 HP0361  HISTORY     - 1955     MONUMENTED       CGS
 HP0361
 HP0361                          STATION DESCRIPTION
 HP0361
 HP0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 HP0361'THE STATION IS 29 MI. (AIRLINE) N OF CRYSTAL SPRINGS, 0.5 MI.
 HP0361'S OF A RESERVOIR, AND CLOSE TO A CROSSROAD IN THE COAL VALLEY.
 HP0361'
 HP0361'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 93 AND STATE
 HP0361'HIGHWAY 38, GO N ON STATE HIGHWAY 38 FOR 5.4 MI. TO HIKO
 HP0361'AND THE END OF THE PAVEMENT.  CONTINUE ON STATE HIGHWAY 38
 HP0361'FOR 3.4 MI. TO A FORK.  TAKE THE RIGHT FORK AS PER SIGN ELY
 HP0361'AND GO 9.9 MI. TO A FORK.  TAKE THE LEFT FORK W FOR 8.3 MI.
 HP0361'TO A FORK.  TAKE THE RIGHT FORK (MAIN BLADED ROAD) AND GO
 HP0361'9.6 MI. TO ANOTHER FORK.  TAKE THE LEFT FORK FOR 0.9 MI. TO
 HP0361'THE STATION ON THE RIGHT.  A DRIVE STATION.
 HP0361'
 HP0361'THE STATION MARK IS A STANDARD DISK, STAMPED BREAD 1954.
 HP0361'IT IS 25 FT. NW OF THE CENTER OF THE CROSSROADS, 4 FT. E OF
 HP0361'A WHITE WITNESS POST.  IT IS WELDED TO THE TOP OF A 2-1/2-IN.
 HP0361'SOIL PIPE AND PROJECTS 2 IN.
 HP0361'
 HP0361'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BREAD NO 1 1954.
 HP0361'IT IS 52 FT. W-SW OF THE CENTER OF THE CROSSROADS.  THE MARK
 HP0361'IS WELDED TO THE TOP OF A 2-1/2-IN. SOIL PIPE AND PROJECTS
 HP0361'7 IN.
 HP0361'
 HP0361'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BREAD NO 2 1954.
 HP0361'IT IS 66 FT. NW OF THE CENTER OF THE CROSSROADS.  THE MARK
 HP0361'IS WELDED TO THE TOP OF A 2-1/2-IN. SOIL PIPE AND PROJECTS
 HP0361'5 IN.
 HP0361'
 HP0361'BENCH MARK T 115 IS A STANDARD DISK, STAMPED T 115 1934.
 HP0361'IT IS SET IN THE TOP OF A 6-IN. SQUARE CONCRETE POST AND PROJECTS
 HP0361'1 FT.  THE BENCH MARK WAS USED AS AN AZIMUTH MARK.
 HP0361'
 HP0361'TO REACH THE BENCH MARK (AZIMUTH MARK) FROM THE STATION,
 HP0361'GO N ON A BLADED ROAD FOR 0.15 MI. TO A DRY LAKEBED, TURN
 HP0361'E FOR 0.15 MI. TO THE E EDGE OF THE DRY LAKEBED TO THE BENCH
 HP0361'MARK.
 HP0361'
 HP0361'OFFICE NOTE--PHOTOGRAMMETRIC STATION BREAD WAS RECOVERED
 HP0361'AND REMARKED BY A TRIANGULATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0515 ***********************************************************************
 HP0515  DESIGNATION -  BREAD RM 2
 HP0515  PID         -  HP0515
 HP0515  STATE/COUNTY-  NV/LINCOLN
 HP0515  USGS QUAD   -  COAL VALLEY RESERVOIR (1985)
 HP0515
 HP0515                         *CURRENT SURVEY CONTROL
 HP0515  ___________________________________________________________________
 HP0515* NAD 83(1994)-  37 57 02.12801(N)    115 18 00.76198(W)     ADJUSTED  
 HP0515* NAVD 88     -      1514.2    (meters)    4968.     (feet)  VERTCON   
 HP0515  ___________________________________________________________________
 HP0515  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 HP0515  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 HP0515
 HP0515  HORZ ORDER  -  THIRD
 HP0515
 HP0515.The horizontal coordinates were established by classical geodetic methods
 HP0515.and adjusted by the National Geodetic Survey in June 1998..
 HP0515
 HP0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0515
 HP0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0515
 HP0515.The geoid height was determined by GEOID03.
 HP0515
 HP0515;                    North         East     Units Scale Factor Converg.
 HP0515;SPC NV E     - 8,355,157.791   224,881.485   MT  0.99990762   +0 10 26.8
 HP0515;SPC NV E     -27,411,880.19    737,798.67   sFT  0.99990762   +0 10 26.8
 HP0515;UTM  11      - 4,201,695.596   649,342.338   MT  0.99987470   +1 02 43.9
 HP0515
 HP0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0515!SPC NV E     -   0.99976627  x   0.99990762  =   0.99967391
 HP0515!UTM  11      -   0.99976627  x   0.99987470  =   0.99964100
 HP0515
 HP0515|---------------------------------------------------------------------|
 HP0515| PID    Reference Object                     Distance      Geod. Az  |
 HP0515|                                                           dddmmss.s |
 HP0515| DC9864 BREAD RM 1                           18.120 METERS 16909     |
 HP0515|---------------------------------------------------------------------|
 HP0515
 HP0515                          SUPERSEDED SURVEY CONTROL
 HP0515
 HP0515  NAD 83(1994)-  37 57 02.12175(N)    115 18 00.76447(W) AD(       ) 3
 HP0515  NAD 83(1986)-  37 57 02.12286(N)    115 18 00.75539(W) AD(       ) 3
 HP0515  NGVD 29 (01/04/94) 1513.1    (m)         4964.     (f) VERT ANG       
 HP0515
 HP0515.Superseded values are not recommended for survey control.
 HP0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0515.See file dsdata.txt to determine how the superseded data were derived.
 HP0515
 HP0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC4934201696(NAD 83)
 HP0515
 HP0515  HISTORY     - Date     Condition        Report By
 HP0515  HISTORY     - 1955     MONUMENTED       CGS
 HP0515  HISTORY     - 1970     GOOD             USGS
 HP0515  HISTORY     - 1971     GOOD             USGS
 HP0515
 HP0515                          STATION DESCRIPTION
 HP0515
 HP0515'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HP0515'RECOVERED AS DESCRIBED BY NGS IN 1955 IN DESCRIPTION LIST 37 115
 HP0515'1, STATION 1001.  STATION MARK DESTROYED, RM 2 USED AS STATION.
 HP0515
 HP0515                          STATION RECOVERY (1971)
 HP0515
 HP0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HP0515'RECOVERED AS DESCRIBED BY NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0913 ***********************************************************************
 GS0913  DESIGNATION -  BRICK
 GS0913  PID         -  GS0913
 GS0913  STATE/COUNTY-  NV/NYE
 GS0913  USGS QUAD   -  BEATTY MTN (1987)
 GS0913
 GS0913                         *CURRENT SURVEY CONTROL
 GS0913  ___________________________________________________________________
 GS0913* NAD 83(1994)-  36 57 32.21276(N)    116 38 06.50449(W)     ADJUSTED  
 GS0913* NAVD 88     -      1461.2    (meters)    4794.     (feet)  VERTCON   
 GS0913  ___________________________________________________________________
 GS0913  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 GS0913  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GS0913
 GS0913  HORZ ORDER  -  SECOND
 GS0913
 GS0913.The horizontal coordinates were established by classical geodetic methods
 GS0913.and adjusted by the National Geodetic Survey in June 1998..
 GS0913
 GS0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0913
 GS0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0913
 GS0913.The geoid height was determined by GEOID03.
 GS0913
 GS0913;                    North         East     Units Scale Factor Converg.
 GS0913;SPC NV C     - 6,245,072.760   502,807.456   MT  0.99990010   +0 01 08.2
 GS0913;SPC NV C     -20,489,042.88  1,649,627.46   sFT  0.99990010   +0 01 08.2
 GS0913;UTM  11      - 4,090,380.534   532,481.301   MT  0.99961300   +0 13 09.7
 GS0913
 GS0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0913!SPC NV C     -   0.99977504  x   0.99990010  =   0.99967516
 GS0913!UTM  11      -   0.99977504  x   0.99961300  =   0.99938812
 GS0913
 GS0913|---------------------------------------------------------------------|
 GS0913| PID    Reference Object                     Distance      Geod. Az  |
 GS0913|                                                           dddmmss.s |
 GS0913| CC5254 BRICK RM 1                            4.530 METERS 04247     |
 GS0913| CC5255 BRICK RM 2                            5.177 METERS 22407     |
 GS0913| CC5253 BRICK AZ MK                                        2890807.1 |
 GS0913|---------------------------------------------------------------------|
 GS0913
 GS0913                          SUPERSEDED SURVEY CONTROL
 GS0913
 GS0913  NAD 83(1992)-  36 57 32.19472(N)    116 38 06.51178(W) AD(       ) 2
 GS0913  NAD 83(1986)-  36 57 32.19148(N)    116 38 06.51355(W) AD(       ) 2
 GS0913  NAD 27      -  36 57 32.38400(N)    116 38 03.30400(W) AD(       ) 2
 GS0913  NGVD 29 (07/19/86) 1460.2    (m)         4791.     (f) VERT ANG       
 GS0913
 GS0913.Superseded values are not recommended for survey control.
 GS0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0913.See file dsdata.txt to determine how the superseded data were derived.
 GS0913
 GS0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA3248190381(NAD 83)
 GS0913_MARKER: Z = SEE DESCRIPTION
 GS0913_SETTING: 0 = UNSPECIFIED SETTING
 GS0913
 GS0913  HISTORY     - Date     Condition        Report By
 GS0913  HISTORY     - 1949     MONUMENTED       CGS
 GS0913
 GS0913                          STATION DESCRIPTION
 GS0913
 GS0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0913'THE STATION IS 9 MILES SOUTHEAST OF SPRINGDALE.  8 MILES
 GS0913'EAST NORTHEAST OF BEATTY AND 1/2 MILE EAST OF AN EXTENSIVE
 GS0913'MINING EXCAVATION WITH A TRAMWAY RUNNING FROM THE MINE TO
 GS0913'BEATTY WASH.  IT IS ON A SMOOTH, ORANGE HUED, SHALE SUMMIT,
 GS0913'25 METERS SOUTHWEST OF AND 1 FOOT LOWER THAN THE HIGHEST
 GS0913'POINT.  THE MARK IS A STANDARD DISK WELDED IN THE TOP OF A
 GS0913'THREE INCH PIPE WHICH PROJECTS 6 INCHES.  IT IS STAMPED BRICK
 GS0913'1949.
 GS0913'
 GS0913'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED IN THE TOP OF
 GS0913'A THREE INCH PIPE WHICH PROJECTS 3 INCHES.  THE MARK IS STAMPED
 GS0913'BRICK NO 1 1949.
 GS0913'
 GS0913'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED IN THE TOP
 GS0913'OF A 3 INCH PIPE WHICH PROJECTS 6 INCHES.  THE MARK IS STAMPED
 GS0913'BRICK NO 2 1949.
 GS0913'
 GS0913'THE AZIMUTH MARK IS SET IN A BEDROCK OUTCROP 8 FEET LONG
 GS0913'WHICH FORMS A LEDGE 3 FEET HIGH ON THE EAST.  THE MARK IS
 GS0913'11 METERS WEST OF THE ROAD ENROUTE TO THE STATION.  IT IS
 GS0913'2 FEET NORTHEAST OF A 5 FOOT CAIRN, 8 FEET HIGHER THAN THE
 GS0913'ROAD AND 10 FEET LOWER THAN THE SUMMIT OF THE RIDGE TO THE
 GS0913'SOUTHWEST.  THE MARK IS STAMPED BRICK 1949.
 GS0913'
 GS0913'TO REACH THE STATION FROM THE POST OFFICE IN BEATTY GO
 GS0913'NORTHWESTERLY ON U.S. HIGHWAY 95 FOR 4.0 MILES TO A SIDE
 GS0913'ROAD PARALLELING THE HIGHWAY AND A RANCH HOUSE ON THE RIGHT.
 GS0913'TURN RIGHT ONTO THE SIDE ROAD.  FOLLOW THE MAIN TRAVELED
 GS0913'ROAD 4.0 MILES TO THE AZIMUTH MARK ON THE LEFT, 50 YARDS
 GS0913'AFTER PASSING THE SUMMIT OF A LOW RIDGE.  CONTINUE 0.1 MILE
 GS0913'TO A FORK JUST AFTER ENTERING BEATTY WASH.  KEEP RIGHT FORK
 GS0913'0.1 MILE TO T INTERSECTION 50 YARDS SOUTHWEST OF A TRAMWAY
 GS0913'LEADING FROM EXCAVATIONS ABOVE.  TURN LEFT AND GO 0.5 MILE
 GS0913'TO A FORK.  KEEP RIGHT FORK FOR 0.1 MILE TO A FORK.  HERE
 GS0913'TAKE LEFT FORK 0.5 MILE TO WHERE BRIDGE IS OUT, 0.1 MILE
 GS0913'SOUTH OF SEVERAL OLD BRICK KILNS, TWO OF WHICH ARE ABOUT
 GS0913'30 FEET HIGH.  THIS IS END OF TRUCK TRAVEL FOR ANY
 GS0913'VEHICLE WIDER THAN A JEEP.  ROCKS HAVE FALLEN ON THE ROAD
 GS0913'LEAVING IT VERY NARROW IN PLACES.  (THE OBSERVING UNIT
 GS0913'CONTINUED FROM HERE BY JEEP.) GO RIGHT AROUND THE
 GS0913'BRIDGE AND ALONG THE OLD ROAD FOR 0.5 MILE TO THE
 GS0913'SADDLE.  HERE TURN LEFT ACROSS COUNTRY, EASTERLY, FOR 0.3 MILE
 GS0913'TO BASE OF HILL.  FROM HERE PACK SOUTHEASTERLY FOR ABOUT 5
 GS0913'MINUTES TO THE SUMMIT AND STATION.
 GS0913'
 GS0913'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0710 ***********************************************************************
 KR0710  DESIGNATION -  BRIDGE
 KR0710  PID         -  KR0710
 KR0710  STATE/COUNTY-  NV/WASHOE
 KR0710  USGS QUAD   -  DERBY DAM (1985)
 KR0710
 KR0710                         *CURRENT SURVEY CONTROL
 KR0710  ___________________________________________________________________
 KR0710* NAD 83(1994)-  39 33 59.85624(N)    119 28 56.31281(W)     ADJUSTED  
 KR0710* NAVD 88     -      1296.694  (meters)    4254.24   (feet)  ADJUSTED  
 KR0710  ___________________________________________________________________
 KR0710  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 KR0710  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 KR0710  DYNAMIC HT  -        1295.540 (meters)    4250.45  (feet)  COMP
 KR0710  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 KR0710
 KR0710  HORZ ORDER  -  SECOND
 KR0710  VERT ORDER  -  SECOND    CLASS 0
 KR0710
 KR0710.The horizontal coordinates were established by classical geodetic methods
 KR0710.and adjusted by the National Geodetic Survey in June 1998..
 KR0710
 KR0710.The orthometric height was determined by differential leveling
 KR0710.and adjusted by the National Geodetic Survey in June 1991..
 KR0710
 KR0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0710
 KR0710.The geoid height was determined by GEOID03.
 KR0710
 KR0710.The dynamic height is computed by dividing the NAVD 88
 KR0710.geopotential number by the normal gravity value computed on the
 KR0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0710.degrees latitude (g = 980.6199 gals.).
 KR0710
 KR0710.The modeled gravity was interpolated from observed gravity values.
 KR0710
 KR0710;                    North         East     Units Scale Factor Converg.
 KR0710;SPC NV W     - 4,534,885.615   722,757.017   MT  0.99997344   -0 34 21.6
 KR0710;SPC NV W     -14,878,203.89  2,371,245.31   sFT  0.99997344   -0 34 21.6
 KR0710;UTM  11      - 4,382,602.128   286,764.706   MT  1.00015984   -1 34 54.4
 KR0710
 KR0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0710!SPC NV W     -   0.99980037  x   0.99997344  =   0.99977382
 KR0710!UTM  11      -   0.99980037  x   1.00015984  =   0.99996018
 KR0710
 KR0710|---------------------------------------------------------------------|
 KR0710| PID    Reference Object                     Distance      Geod. Az  |
 KR0710|                                                           dddmmss.s |
 KR0710| DB6286 BRIDGE PIN                           11.830 METERS 15604     |
 KR0710| KR1591 EAGLE                               APPROX. 1.6 KM 1802748.0 |
 KR0710| KR0709 BRIDGE RM 1                          14.042 METERS 19144     |
 KR0710|---------------------------------------------------------------------|
 KR0710
 KR0710                          SUPERSEDED SURVEY CONTROL
 KR0710
 KR0710  NAD 83(1992)-  39 33 59.86274(N)    119 28 56.30610(W) AD(       ) 2
 KR0710  NAD 83(1986)-  39 33 59.86390(N)    119 28 56.29583(W) AD(       ) 2
 KR0710  NAD 27      -  39 34 00.17760(N)    119 28 52.65220(W) AD(       ) 2
 KR0710  NGVD 29 (??/??/92) 1295.664  (m)         4250.86   (f) ADJ UNCH    2 0
 KR0710
 KR0710.Superseded values are not recommended for survey control.
 KR0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0710.See file dsdata.txt to determine how the superseded data were derived.
 KR0710
 KR0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8676582602(NAD 83)
 KR0710_MARKER: DS = TRIANGULATION STATION DISK
 KR0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0710_STAMPING: BRIDGE 1958
 KR0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0710+STABILITY: SURFACE MOTION
 KR0710
 KR0710  HISTORY     - Date     Condition        Report By
 KR0710  HISTORY     - 1958     MONUMENTED       CGS
 KR0710  HISTORY     - 1958     GOOD             CGS
 KR0710
 KR0710                          STATION DESCRIPTION
 KR0710
 KR0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR0710'THE STATION IS 0.1 MILE NORTH OF THE EAGLE-PICHER MILL AT CLARKS
 KR0710'STATION, 6 FEET SOUTH OF THE SOUTH EDGE OF THE MACADAM SURFACING
 KR0710'OF THE EASTBOUND LANES OF U.S. HIGHWAY 40, 20 FEET EAST OF
 KR0710'THE CENTER LINE OF THE ROAD LEADING ACROSS THE BRIDGE TO THE
 KR0710'MILL, 38 FEET NORTH OF THE NORTHEAST END OF THE BRIDGE ABUTMENT
 KR0710'6.0 FEET WEST OF A CONCRETE WITNESS POST WHICH IS SET JUST
 KR0710'INSIDE OF THE FENCE LINE AND BEHIND THE FENCE CORNER POST.
 KR0710'
 KR0710'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 KR0710'CYLINDRICAL POST SET FLUSH WITH THE SHOULDER OF THE ROAD
 KR0710'AND 4 INCHES BELOW THE SURFACE OF THE HIGHWAY.  IT IS STAMPED
 KR0710'BRIDGE 1958.
 KR0710'
 KR0710'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN THE FOOTING
 KR0710'OF THE NORTHWEST END OF THE BRIDGE ABUTMENT 6 INCHES ABOVE
 KR0710'THE SURFACE OF THE ROAD LEADING TO THE MILL AND ABOUT 20
 KR0710'FEET WEST OF THE CENTER LINE OF THE ROAD.
 KR0710'
 KR0710'REFERENCE MARK NO 2 IS A STEEL PIN SET IN THE TOP OF THE BRIDGE
 KR0710'ABUTMENT AT THE NORTHEAST END OF THE BRIDGE.  IT HAS BEEN SET
 KR0710'INTO THE TOP OF THE BRIDGE WITH A RAMSET GUN.
 KR0710
 KR0710                          STATION RECOVERY (1958)
 KR0710
 KR0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KR0710'1.1 MI E FROM 102 RANCH.
 KR0710'1.1 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH TO A BRIDGE
 KR0710'ACROSS THE TRUCKEE RIVER AND A ROAD LEADING TO CLARK STATION, 46.14
 KR0710'FEET NORTH OF R.M. 1, 26.0 FEET SOUTH OF THE CENTERLINE OF THE EAST
 KR0710'BOUND TRAFFIC LANE, 6.4 FEET WEST OF A CONCRETE WITNESS POST, SET IN A
 KR0710'ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0709 ***********************************************************************
 KR0709  DESIGNATION -  BRIDGE RM 1
 KR0709  PID         -  KR0709
 KR0709  STATE/COUNTY-  NV/WASHOE
 KR0709  USGS QUAD   -  DERBY DAM (1985)
 KR0709
 KR0709                         *CURRENT SURVEY CONTROL
 KR0709  ___________________________________________________________________
 KR0709* NAD 83(1986)-  39 34 00.     (N)    119 28 56.     (W)     SCALED    
 KR0709* NAVD 88     -      1296.620  (meters)    4253.99   (feet)  ADJUSTED  
 KR0709  ___________________________________________________________________
 KR0709  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 KR0709  DYNAMIC HT  -        1295.466 (meters)    4250.21  (feet)  COMP
 KR0709  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 KR0709
 KR0709  VERT ORDER  -  SECOND    CLASS 0
 KR0709
 KR0709.The horizontal coordinates were scaled from a topographic map and have
 KR0709.an estimated accuracy of +/- 6 seconds.
 KR0709
 KR0709.The orthometric height was determined by differential leveling
 KR0709.and adjusted by the National Geodetic Survey in June 1991..
 KR0709
 KR0709.The geoid height was determined by GEOID03.
 KR0709
 KR0709.The dynamic height is computed by dividing the NAVD 88
 KR0709.geopotential number by the normal gravity value computed on the
 KR0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0709.degrees latitude (g = 980.6199 gals.).
 KR0709
 KR0709.The modeled gravity was interpolated from observed gravity values.
 KR0709
 KR0709;                    North         East    Units  Estimated Accuracy
 KR0709;SPC NV W     - 4,534,890.      722,770.      MT  (+/- 180 meters Scaled)
 KR0709
 KR0709                          SUPERSEDED SURVEY CONTROL
 KR0709
 KR0709  NGVD 29 (??/??/92) 1295.590  (m)         4250.61   (f) ADJ UNCH    2 0
 KR0709
 KR0709.Superseded values are not recommended for survey control.
 KR0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0709.See file dsdata.txt to determine how the superseded data were derived.
 KR0709
 KR0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD867826(NAD 83)
 KR0709_MARKER: DR = REFERENCE MARK DISK
 KR0709_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0709_SP_SET: ABUTMENT
 KR0709_STAMPING: BRIDGE NO 1 1958
 KR0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0709
 KR0709  HISTORY     - Date     Condition        Report By
 KR0709  HISTORY     - 1958     MONUMENTED       CGS
 KR0709
 KR0709                          STATION DESCRIPTION
 KR0709
 KR0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0709'1.1 MI E FROM 102 RANCH.
 KR0709'1.1 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH TO A BRIDGE
 KR0709'ACROSS THE TRUCKEE RIVER WHICH LEADS TO CLARK STATION, 70.0 FEET SOUTH
 KR0709'OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 46.14 FEET SOUTH OF
 KR0709'STATION MARK, SET IN A DRILL HOLE IN THE CENTER OF THE NORTHWEST
 KR0709'CONCRETE ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0387 ***********************************************************************
 KP0387  DESIGNATION -  BRIG
 KP0387  PID         -  KP0387
 KP0387  STATE/COUNTY-  NV/WHITE PINE
 KP0387  USGS QUAD   -  MARKING CORRAL SUMMI (1990)
 KP0387
 KP0387                         *CURRENT SURVEY CONTROL
 KP0387  ___________________________________________________________________
 KP0387* NAD 83(1994)-  39 24 42.35328(N)    115 13 34.80183(W)     ADJUSTED  
 KP0387* NAVD 88     -      1959.6    (meters)    6429.     (feet)  VERTCON   
 KP0387  ___________________________________________________________________
 KP0387  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 KP0387  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 KP0387
 KP0387  HORZ ORDER  -  SECOND
 KP0387
 KP0387.The horizontal coordinates were established by classical geodetic methods
 KP0387.and adjusted by the National Geodetic Survey in June 1998..
 KP0387
 KP0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0387
 KP0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0387
 KP0387.The geoid height was determined by GEOID03.
 KP0387
 KP0387;                    North         East     Units Scale Factor Converg.
 KP0387;SPC NV E     - 8,517,368.613   230,742.500   MT  0.99991163   +0 13 36.0
 KP0387;SPC NV E     -27,944,066.86    757,027.69   sFT  0.99991163   +0 13 36.0
 KP0387;UTM  11      - 4,363,972.975   652,695.487   MT  0.99988708   +1 07 34.7
 KP0387
 KP0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0387!SPC NV E     -   0.99969585  x   0.99991163  =   0.99960750
 KP0387!UTM  11      -   0.99969585  x   0.99988708  =   0.99958296
 KP0387
 KP0387:                Primary Azimuth Mark                     Grid Az
 KP0387:SPC NV E     -  BRIG AZ MK                               063 35 12.9
 KP0387:UTM  11      -  BRIG AZ MK                               062 41 14.2
 KP0387
 KP0387|---------------------------------------------------------------------|
 KP0387| PID    Reference Object                     Distance      Geod. Az  |
 KP0387|                                                           dddmmss.s |
 KP0387| DC9865 BRIG AZ MK                                         0634848.9 |
 KP0387| DC9866 BRIG RM 1                            12.178 METERS 14358     |
 KP0387| DC9867 BRIG RM 2                             9.313 METERS 25649     |
 KP0387|---------------------------------------------------------------------|
 KP0387
 KP0387                          SUPERSEDED SURVEY CONTROL
 KP0387
 KP0387  NAD 83(1994)-  39 24 42.35113(N)    115 13 34.80131(W) AD(       ) 2
 KP0387  NAD 83(1986)-  39 24 42.34840(N)    115 13 34.79936(W) AD(       ) 2
 KP0387  NAD 27      -  39 24 42.58500(N)    115 13 31.69300(W) AD(       ) 2
 KP0387  NGVD 29 (07/19/86) 1958.3    (m)         6425.     (f) VERT ANG       
 KP0387
 KP0387.Superseded values are not recommended for survey control.
 KP0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0387.See file dsdata.txt to determine how the superseded data were derived.
 KP0387
 KP0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD5269563973(NAD 83)
 KP0387_MARKER: DS = TRIANGULATION STATION DISK
 KP0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0387_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KP0387
 KP0387  HISTORY     - Date     Condition        Report By
 KP0387  HISTORY     - 1954     MONUMENTED       CGS
 KP0387
 KP0387                          STATION DESCRIPTION
 KP0387
 KP0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0387'THE STATION IS 25 MILES, BY ROAD, WEST OF ELY, 6.6 MILES
 KP0387'NORTHEAST OF THE MOORMAN RANCH, AND JUST SOUTH OF U.S. HIGHWAY
 KP0387'50 IN SAGEBRUSH COVERED RANGE LAND.  THE MARK IS 100 FEET
 KP0387'SOUTHEAST OF THE CENTERLINE OF HIGHWAY 50, 17.5 FEET SOUTHEAST
 KP0387'OF A TELEPHONE POLE, 595, AND 12.5 FEET NORTHEAST OF A WHITE
 KP0387'WITNESS POST.
 KP0387'
 KP0387'TO REACH THE STATION FROM THE JUNCTION OF NEVADA STATE HIGHWAY
 KP0387'6 WITH U.S. HIGHWAY 50 NEAR THE WEST EDGE OF ELY.  GO WEST
 KP0387'ON U.S. HIGHWAY 50 FOR 23.6 MILES TO THE WEST SIDE OF A RANGE
 KP0387'OF HILLS AND THE AZIMUTH MARK ON THE LEFT, SOUTH.  CONTINUE
 KP0387'WESTERLY ON U.S. HIGHWAY 50 FOR 1.4 MILES TO THE STATION ON THE
 KP0387'LEFT, SOUTH.
 KP0387'
 KP0387'THE STATION MARK IS A STANDARD DISK SET IN A ROUND CONCRETE
 KP0387'POST THAT PROJECTS 3 INCHES.  IT IS STAMPED BRIG 1954.
 KP0387'
 KP0387'REFERENCE MARK 1 IS A STANDARD DISK SET IN A ROUND CONCRETE
 KP0387'POST THAT PROJECTS 3 INCHES.  IT IS STAMPED BRIG NO 1 1954.
 KP0387'
 KP0387'REFERENCE MARK 2 IS A STANDARD DISK SET IN A ROUND CONCRETE
 KP0387'POST THAT PROJECTS 2 INCHES.  IT IS STAMPED BRIG NO 2 1954.
 KP0387'
 KP0387'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KP0387'IN A BOULDER, 2 FEET LONG AND 1 FOOT WIDE, THAT PROJECTS 6
 KP0387'INCHES.  IT IS STAMPED BRIG 1954.  THE MARK IS 128 FEET
 KP0387'SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 50, 12 FEET
 KP0387'WEST OF A TELEPHONE POST AND 4 FEET SOUTH OF A WHITE WITNESS
 KP0387'POST.  THE AZIMUTH MARK IS REACHED FROM THE STATION BY GOING
 KP0387'EAST ON U.S. HIGHWAY 50 FOR 1.4 MILES TO THE MARK ON THE RIGHT
 KP0387'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1845 ***********************************************************************
 GR1845  DESIGNATION -  BRINK
 GR1845  PID         -  GR1845
 GR1845  STATE/COUNTY-  NV/CLARK
 GR1845  USGS QUAD   -  HOOVER DAM (1997)
 GR1845
 GR1845                         *CURRENT SURVEY CONTROL
 GR1845  ___________________________________________________________________
 GR1845* NAD 83(1994)-  36 01 21.74931(N)    114 44 06.36496(W)     ADJUSTED  
 GR1845* NAVD 88     -       537.     (meters)    1762.     (feet)  SCALED    
 GR1845  ___________________________________________________________________
 GR1845  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 GR1845  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GR1845
 GR1845  HORZ ORDER  -  FIRST
 GR1845
 GR1845.The horizontal coordinates were established by classical geodetic methods
 GR1845.and adjusted by the National Geodetic Survey in June 1998..
 GR1845
 GR1845.The orthometric height was scaled from a topographic map.
 GR1845
 GR1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1845
 GR1845.The geoid height was determined by GEOID03.
 GR1845
 GR1845;                    North         East     Units Scale Factor Converg.
 GR1845;SPC NV E     - 8,141,522.725   276,451.013   MT  0.99997199   +0 29 55.9
 GR1845;SPC NV E     -26,710,979.14    906,989.70   sFT  0.99997199   +0 29 55.9
 GR1845;SPC AZ W     -   557,499.811   124,569.656   MT  1.00003044   -0 34 45.8
 GR1845;SPC AZ W     - 1,829,067.62    408,693.10   iFT  1.00003044   -0 34 45.8
 GR1845;UTM  11      - 3,988,840.139   704,087.919   MT  1.00011325   +1 19 56.9
 GR1845
 GR1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1845!SPC NV E     -   0.99992020  x   0.99997199  =   0.99989219
 GR1845!SPC AZ W     -   0.99992020  x   1.00003044  =   0.99995064
 GR1845!UTM  11      -   0.99992020  x   1.00011325  =   1.00003344
 GR1845
 GR1845|---------------------------------------------------------------------|
 GR1845| PID    Reference Object                     Distance      Geod. Az  |
 GR1845|                                                           dddmmss.s |
 GR1845| CC5256 BRINK RM 1                            7.859 METERS 03420     |
 GR1845| GR1847 SUGARLOAF                           APPROX. 1.6 KM 1863610.3 |
 GR1845| CC5257 BRINK RM 2                           10.773 METERS 34918     |
 GR1845|---------------------------------------------------------------------|
 GR1845
 GR1845                          SUPERSEDED SURVEY CONTROL
 GR1845
 GR1845  NAD 83(1992)-  36 01 21.74931(N)    114 44 06.36497(W) AD(       ) 1
 GR1845  NAD 83(1986)-  36 01 21.73752(N)    114 44 06.35399(W) AD(       ) 1
 GR1845  NAD 27      -  36 01 21.80700(N)    114 44 03.41700(W) AD(       ) 1
 GR1845
 GR1845.Superseded values are not recommended for survey control.
 GR1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1845.See file dsdata.txt to determine how the superseded data were derived.
 GR1845
 GR1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0408888840(NAD 83)
 GR1845_MARKER: DS = TRIANGULATION STATION DISK
 GR1845_SETTING: 66 = SET IN ROCK OUTCROP
 GR1845
 GR1845  HISTORY     - Date     Condition        Report By
 GR1845  HISTORY     - 1935     MONUMENTED       CGS
 GR1845
 GR1845                          STATION DESCRIPTION
 GR1845
 GR1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 GR1845'STATION IS ON THE EXTREME SOUTHWESTERN POINT OF THE CANYON
 GR1845'CLIFFS, JUST SW OF THE HIGHEST POINT OF THE SECOND HIGH PROMINENT
 GR1845'RIDGE, WHICH IS N OF THE DAM RUNNING SW FROM THE PROMONTORY
 GR1845'POINT LYING NE OF BOULDER DAM AND NW OF THE BEND IN THE
 GR1845'COLORADO RIVER, N OF THE DAM.  (AS THE STATION IS NEAR THE
 GR1845'CONSTRUCTION OF THE DAM, WHICH IS NOT COMPLETED AT THIS DATE,
 GR1845'THE FOLLOWING MILEAGE IS SUBJECTED TO CHANGE).
 GR1845'
 GR1845'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GR1845'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GR1845'
 GR1845'STATION REACHED FROM THE RECLAMATION OFFICE BUILDING IN BOULDER
 GR1845'CITY BY FOLLOWING THE HIGHWAY TO THE DAM FOR 6.4 MILES.
 GR1845'TURN LEFT OFF THE HIGHWAY, GO 0.15 MILE CROSSING RAILROAD
 GR1845'TRACKS, KEEP TO THE LEFT TAKING THE ROAD LEADING UP HILL AND
 GR1845'GO 0.5 MILE TO A POINT WHERE THE ROAD TURNS SHARP LEFT AND
 GR1845'DOWN HILL, AND END OF TRUCK TRAVEL.  FROM HERE GO BACK 100 FEET
 GR1845'AND TAKE THE TRAIL LEADING RIGHT AND UP HILL, FOLLOW THIS TO
 GR1845'A FORK AND KEEP TO THE RIGHT GOING THRU SADDLE AND ALONG BASE
 GR1845'OF CLIFF, KEEPING TO THE LEFT.  THENCE PASS THRU SADDLE,
 GR1845'CROSS VALLEY AND FOLLOW RIDGE S TO END OF RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0663 ***********************************************************************
 LS0663  DESIGNATION -  BRISTOL
 LS0663  PID         -  LS0663
 LS0663  STATE/COUNTY-  NV/WASHOE
 LS0663  USGS QUAD   -  SPANISH FLAT (1964)
 LS0663
 LS0663                         *CURRENT SURVEY CONTROL
 LS0663  ___________________________________________________________________
 LS0663* NAD 83(1994)-  40 01 52.79318(N)    119 45 24.88165(W)     ADJUSTED  
 LS0663* NAVD 88     -      2489.2    (meters)    8167.     (feet)  VERTCON   
 LS0663  ___________________________________________________________________
 LS0663  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 LS0663  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 LS0663
 LS0663  HORZ ORDER  -  THIRD
 LS0663
 LS0663.The horizontal coordinates were established by classical geodetic methods
 LS0663.and adjusted by the National Geodetic Survey in June 1998..
 LS0663
 LS0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0663
 LS0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0663
 LS0663.The geoid height was determined by GEOID03.
 LS0663
 LS0663;                    North         East     Units Scale Factor Converg.
 LS0663;SPC NV W     - 4,586,750.820   699,838.239   MT  1.00002347   -0 45 17.7
 LS0663;SPC NV W     -15,048,364.98  2,296,052.62   sFT  1.00002347   -0 45 17.7
 LS0663;UTM  11      - 4,434,876.464   264,762.600   MT  1.00028128   -1 46 26.7
 LS0663
 LS0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0663!SPC NV W     -   0.99961330  x   1.00002347  =   0.99963676
 LS0663!UTM  11      -   0.99961330  x   1.00028128  =   0.99989447
 LS0663
 LS0663|---------------------------------------------------------------------|
 LS0663| PID    Reference Object                     Distance      Geod. Az  |
 LS0663|                                                           dddmmss.s |
 LS0663| CS7078 BRISTOL RM 1                          3.273 METERS 26517     |
 LS0663| CS7079 BRISTOL RM 2                          9.424 METERS 34727     |
 LS0663|---------------------------------------------------------------------|
 LS0663
 LS0663                          SUPERSEDED SURVEY CONTROL
 LS0663
 LS0663  NAD 83(1992)-  40 01 52.79549(N)    119 45 24.88317(W) AD(       ) 3
 LS0663  NAD 83(1990)-  40 01 52.80144(N)    119 45 24.87350(W) AD(       ) 3
 LS0663  NGVD 29 (10/14/92) 2488.0    (m)         8163.     (f) VERT ANG       
 LS0663
 LS0663.Superseded values are not recommended for survey control.
 LS0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0663.See file dsdata.txt to determine how the superseded data were derived.
 LS0663
 LS0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE6476334876(NAD 83)
 LS0663_MARKER: DS = TRIANGULATION STATION DISK
 LS0663_SETTING: 80 = SET IN A BOULDER
 LS0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0663+STABILITY: SURFACE MOTION
 LS0663
 LS0663  HISTORY     - Date     Condition        Report By
 LS0663  HISTORY     - 1963     MONUMENTED       USGS
 LS0663
 LS0663                          STATION DESCRIPTION
 LS0663
 LS0663'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LS0663'LOCATED ABOUT 18.2 MI E. OF DOYLE, CA, ABOUT 9.8 MI NW. OF
 LS0663'SUTCLIFFE, 3.8 MI N. OF TULE PEAK.  ON HIGHEST POINT OF LONE TOP
 LS0663'ON N.-S. RIDGE OF VIRGINIA MOUNTAINS.
 LS0663'
 LS0663'TO REACH FROM SUTCLIFFE, DRIVE 10.8 MI N. ON COUNTY RD. TO Y-RD.
 LS0663'FORK AT PYRAMID.  TAKE LEFT FORK 1.1 MI TO Y-RD. FORK.  TAKE LEFT
 LS0663'FORK 1.9 MI TO BIG CANYON RANCH (OBTAIN PERMISSION TO PROCEED).
 LS0663'FROM THIS POINT USE 4-WHEEL DRIVE.  PASS THROUGH CORRAL GATE 0.4
 LS0663'MI TO BOARD GATE LEFT.  PASS THROUGH GATE 1.1 MI TO RD. FORK AT
 LS0663'WIRE GATE.  TURN LEFT THROUGH GATE 2 MI TO RD. FORK.  KEEP LEFT 1.8
 LS0663'MI TO RD. FORK AT CORRAL.  TAKE RIGHT FORK 0.2 MI TO RD. FORK.
 LS0663'TAKE RIGHT FORK 1.1 MI TO SADDLE THENCE RIGHT (N.) CROSS-COUNTRY
 LS0663'0.4 MI TO END OF TRUCK TRAVEL.  PACK W. UP RIDGE 400 FT TO
 LS0663'STATION.
 LS0663'
 LS0663'STATION MARK--USCE TABLET
 LS0663'STAMPED---BRISTOL 1955 ARMY MAP SERVICE---, IN ROCK.
 LS0663'
 LS0663'RM 1--STANDARD RM TABLET STAMPED---BRISTOL NO 1 1963---.
 LS0663'
 LS0663'RM 2--STANDARD RM TABLET STAMPED---BRISTOL NO 2 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3569 ***********************************************************************
 DF3569  DESIGNATION -  BRISTOL
 DF3569  PID         -  DF3569
 DF3569  STATE/COUNTY-  NV/LINCOLN
 DF3569  USGS QUAD   -  BRISTOL RANGE SE (1970)
 DF3569
 DF3569                         *CURRENT SURVEY CONTROL
 DF3569  ___________________________________________________________________
 DF3569* NAD 83(1994)-  38 01 21.24276(N)    114 36 16.81122(W)     ADJUSTED  
 DF3569* NAVD 88     -      2717.9    (meters)    8917.     (feet)  VERTCON   
 DF3569  ___________________________________________________________________
 DF3569  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 DF3569  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 DF3569
 DF3569  HORZ ORDER  -  THIRD
 DF3569
 DF3569.The horizontal coordinates were established by classical geodetic methods
 DF3569.and adjusted by the National Geodetic Survey in January 2003..
 DF3569
 DF3569.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF3569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF3569
 DF3569.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3569
 DF3569.The geoid height was determined by GEOID03.
 DF3569
 DF3569;                    North         East     Units Scale Factor Converg.
 DF3569;SPC NV E     - 8,363,560.331   285,924.505   MT  0.99999090   +0 36 10.3
 DF3569;SPC NV E     -27,439,447.52    938,070.65   sFT  0.99999090   +0 36 10.3
 DF3569;UTM  11      - 4,211,027.005   710,254.046   MT  1.00014449   +1 28 33.6
 DF3569
 DF3569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3569!SPC NV E     -   0.99957730  x   0.99999090  =   0.99956820
 DF3569!UTM  11      -   0.99957730  x   1.00014449  =   0.99972173
 DF3569
 DF3569                          SUPERSEDED SURVEY CONTROL
 DF3569
 DF3569  NGVD 29 (01/13/03) 2716.7    (m)         8913.     (f) VERT ANG       
 DF3569
 DF3569.Superseded values are not recommended for survey control.
 DF3569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3569.See file dsdata.txt to determine how the superseded data were derived.
 DF3569
 DF3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC1025411027(NAD 83)
 DF3569_MARKER: DS = TRIANGULATION STATION DISK
 DF3569_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DF3569_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF3569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3569
 DF3569  HISTORY     - Date     Condition        Report By
 DF3569  HISTORY     - 1915     MONUMENTED       USGS
 DF3569
 DF3569                          STATION DESCRIPTION
 DF3569
 DF3569'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 DF3569'LOCATED ABOUT 4.5 MI S OF JACK RABBIT MINE AND 4.0 MI N OF STAMPEDE
 DF3569'GAP ON A PROMINENT PEAK OF BRISTOL RANCH.  TO REACH FROM PIOCHE POST
 DF3569'OFFICE, DRIVE ON BLOCK E, TAKE LEFT FORK AND FOLLOW US HIGHWAY 93  FOR
 DF3569'7.9 MI, TURN LEFT ALONG TRACK RD 0.3 MI TO X-RDS, CONTINUE STRAIGHT
 DF3569'AHEAD 0.2 MI TO X-RDS, CONTINUE STRAIGHT AHEAD 2.3 MI.  LEAVE TRUCK
 DF3569'AND PACK W UP DRAIN TO HIGH TOP AND STATION  STATION MARK--BRONZE
 DF3569'TRIANGULATION TABLET CEMENTED IN ROCK.  REFERENCE MARK A--CHISELED
 DF3569'CROSS IN ROCK, 17.2 FT FROM STATION MARK.  REFERENCE MARK B--CHISELED
 DF3569'CROSS IN ROCK, 19.4 FT FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0521 ***********************************************************************
 KQ0521  DESIGNATION -  BROCK
 KQ0521  PID         -  KQ0521
 KQ0521  STATE/COUNTY-  NV/NYE
 KQ0521  USGS QUAD   -  WHITE SAGE CANYON (1989)
 KQ0521
 KQ0521                         *CURRENT SURVEY CONTROL
 KQ0521  ___________________________________________________________________
 KQ0521* NAD 83(1994)-  39 13 31.28521(N)    116 33 57.17692(W)     ADJUSTED  
 KQ0521* NAVD 88     -      2684.     (meters)    8806.     (feet)  SCALED    
 KQ0521  ___________________________________________________________________
 KQ0521  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 KQ0521  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 KQ0521
 KQ0521  HORZ ORDER  -  SECOND
 KQ0521
 KQ0521.The horizontal coordinates were established by classical geodetic methods
 KQ0521.and adjusted by the National Geodetic Survey in June 1998..
 KQ0521
 KQ0521.The orthometric height was scaled from a topographic map.
 KQ0521
 KQ0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0521
 KQ0521.The geoid height was determined by GEOID03.
 KQ0521
 KQ0521;                    North         East     Units Scale Factor Converg.
 KQ0521;SPC NV C     - 6,496,619.429   508,701.940   MT  0.99990093   +0 03 49.4
 KQ0521;SPC NV C     -21,314,325.58  1,668,966.28   sFT  0.99990093   +0 03 49.4
 KQ0521;SPC NV E     - 8,497,074.613   115,163.600   MT  0.99998859   -0 37 16.9
 KQ0521;SPC NV E     -27,877,485.63    377,832.58   sFT  0.99998859   -0 37 16.9
 KQ0521;UTM  11      - 4,341,874.947   537,471.534   MT  0.99961729   +0 16 28.3
 KQ0521
 KQ0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0521!SPC NV C     -   0.99958240  x   0.99990093  =   0.99948337
 KQ0521!SPC NV E     -   0.99958240  x   0.99998859  =   0.99957099
 KQ0521!UTM  11      -   0.99958240  x   0.99961729  =   0.99919985
 KQ0521
 KQ0521|---------------------------------------------------------------------|
 KQ0521| PID    Reference Object                     Distance      Geod. Az  |
 KQ0521|                                                           dddmmss.s |
 KQ0521| DC9868 BROCK RM 1                           11.958 METERS 02626     |
 KQ0521| DC9869 BROCK RM 2                            6.591 METERS 19842     |
 KQ0521| KQ0523 CLIPPER GAP                         APPROX.23.1 KM 2481609.5 |
 KQ0521|---------------------------------------------------------------------|
 KQ0521
 KQ0521                          SUPERSEDED SURVEY CONTROL
 KQ0521
 KQ0521  NAD 83(1986)-  39 13 31.28565(N)    116 33 57.17291(W) AD(       ) 2
 KQ0521  NAD 27      -  39 13 31.53612(N)    116 33 53.91138(W) AD(       ) 2
 KQ0521
 KQ0521.Superseded values are not recommended for survey control.
 KQ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0521.See file dsdata.txt to determine how the superseded data were derived.
 KQ0521
 KQ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND3747241875(NAD 83)
 KQ0521_MARKER: DD = SURVEY DISK
 KQ0521_SETTING: 80 = SET IN A BOULDER
 KQ0521_SP_SET: IN DRILL HOLE IN BEDROCK
 KQ0521
 KQ0521  HISTORY     - Date     Condition        Report By
 KQ0521  HISTORY     - 1971     MONUMENTED       USGS
 KQ0521
 KQ0521                          STATION DESCRIPTION
 KQ0521
 KQ0521'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 KQ0521'RM 1 TO RM 2 NOT MEASURED.
 KQ0521'
 KQ0521'LOCATED ABOUT 45 MI NE. OF ROUND MTN.  33 MI SW. OF AUSTIN.  12
 KQ0521'MI SW. OF BALD MTN., OVERLOOKING BROCK CANYON TO THE W.  AT
 KQ0521'THE HIGHEST POINT.
 KQ0521'
 KQ0521'REACHED BY HELICOPTER.  NEAREST LANDING SITE IS A SMALL SADDLE
 KQ0521'DUE N. 300 FT FROM STATION.  BEST APPROACH FOR GROUND PARTIES
 KQ0521'IS ALONG RD. IN WHITE SAGE CANYON AND UP EAST SIDE OF MOUNTAIN.
 KQ0521'
 KQ0521'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED BROCK
 KQ0521'1971, CEMENTED IN DRILL HOLE IN BEDROCK.
 KQ0521'
 KQ0521'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE TABLET STAMPED
 KQ0521'NO 1 1971, CEMENTED IN DRILL HOLE IN BEDROCK.
 KQ0521'
 KQ0521'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE TABLET STAMPED
 KQ0521'NO 2 1971, CEMENTED IN DRILL HOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8028 ***********************************************************************
 AH8028  DESIGNATION -  BROCK
 AH8028  PID         -  AH8028
 AH8028  STATE/COUNTY-  NV/EUREKA
 AH8028  USGS QUAD   -  BUCKHORN MINE (1986)
 AH8028
 AH8028                         *CURRENT SURVEY CONTROL
 AH8028  ___________________________________________________________________
 AH8028* NAD 83(1994)-  40 14 07.51748(N)    116 23 37.26779(W)     ADJUSTED  
 AH8028* NAVD 88     -      2399.4    (meters)    7872.     (feet)  VERTCON   
 AH8028  ___________________________________________________________________
 AH8028  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AH8028  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 AH8028
 AH8028  HORZ ORDER  -  THIRD
 AH8028
 AH8028.The horizontal coordinates were established by classical geodetic methods
 AH8028.and adjusted by the National Geodetic Survey in February 1999..
 AH8028
 AH8028.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8028
 AH8028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8028
 AH8028.The geoid height was determined by GEOID03.
 AH8028
 AH8028;                    North         East     Units Scale Factor Converg.
 AH8028;SPC NV E     - 8,609,065.275   131,045.642   MT  0.99995851   -0 31 24.4
 AH8028;SPC NV E     -28,244,908.32    429,938.91   sFT  0.99995851   -0 31 24.4
 AH8028;UTM  11      - 4,454,063.514   551,576.812   MT  0.99963275   +0 23 29.9
 AH8028
 AH8028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8028!SPC NV E     -   0.99962686  x   0.99995851  =   0.99958539
 AH8028!UTM  11      -   0.99962686  x   0.99963275  =   0.99925975
 AH8028
 AH8028|---------------------------------------------------------------------|
 AH8028| PID    Reference Object                     Distance      Geod. Az  |
 AH8028|                                                           dddmmss.s |
 AH8028| AH8078 BROCK RM 2                            8.461 METERS 06855     |
 AH8028| AH8077 BROCK RM 1                            6.126 METERS 32405     |
 AH8028|---------------------------------------------------------------------|
 AH8028
 AH8028                          SUPERSEDED SURVEY CONTROL
 AH8028
 AH8028  NGVD 29 (02/26/99) 2398.2    (m)         7868.     (f) VERT ANG       
 AH8028
 AH8028.Superseded values are not recommended for survey control.
 AH8028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8028.See file dsdata.txt to determine how the superseded data were derived.
 AH8028
 AH8028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE5157754064(NAD 83)
 AH8028_MARKER: DS = TRIANGULATION STATION DISK
 AH8028_SETTING: 80 = SET IN A BOULDER
 AH8028_PROJECTION: FLUSH
 AH8028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8028+STABILITY: SURFACE MOTION
 AH8028
 AH8028  HISTORY     - Date     Condition        Report By
 AH8028  HISTORY     - 1937     MONUMENTED       USGS
 AH8028
 AH8028                          STATION DESCRIPTION
 AH8028
 AH8028'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 AH8028'LOCATED 3.8 MI N. AND 4.7 MI E. OF BUCKHORN MINE, ON MAIN DIVIDE OF
 AH8028'CORTEZ MOUNTAINS AT HEAD OF BROCK CANYON, ON TOP OF ROCK PINNACLE AT
 AH8028'SOUTHEAST ANGLE OF SMALL TABLELAND, BOUNDED BY CLIFF.
 AH8028'TO REACH, TAKE MAIN RD. TOWARD EUREKA 4 MI SE. TO X-RDS. TURN LEFT
 AH8028'FOLLOWING FOOTHILL RD. 2.1 MI NE, TAKE T-RD NW. (GWM 28 1937 IS A FEW
 AH8028'FT E. OF INTERSECTION) 3.6 MI TO SHEEP CORRAL, TURN RIGHT 0.4 MI N. TO
 AH8028'ABANDONED MINE IN SADDLE ON DIVIDE. HIKE 1.7 MI N. UP ALONG DIVIDE TO
 AH8028'STATION.
 AH8028'STATION MARK--STANDARD TABLET STAMPED---BROCK 1937---, CEMENTED IN
 AH8028'ROCK.
 AH8028'RM 1--STANDARD RM TABLET STAMPED---1---, CEMENTED IN ROCK.
 AH8028'RM 2--STANDARD RM TABLET STAMPED---2---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0513 ***********************************************************************
 KQ0513  DESIGNATION -  BROKEN BACK 2
 KQ0513  PID         -  KQ0513
 KQ0513  STATE/COUNTY-  NV/EUREKA
 KQ0513  USGS QUAD   -  ANTELOPE PEAK (1990)
 KQ0513
 KQ0513                         *CURRENT SURVEY CONTROL
 KQ0513  ___________________________________________________________________
 KQ0513* NAD 83(1994)-  39 22 36.01790(N)    116 27 43.02012(W)     ADJUSTED  
 KQ0513* NAVD 88     -      3190.7    (meters)   10468.     (feet)  VERTCON   
 KQ0513  ___________________________________________________________________
 KQ0513  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 KQ0513  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 KQ0513
 KQ0513  HORZ ORDER  -  FIRST
 KQ0513
 KQ0513.The horizontal coordinates were established by classical geodetic methods
 KQ0513.and adjusted by the National Geodetic Survey in June 1998..
 KQ0513
 KQ0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0513
 KQ0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0513
 KQ0513.The geoid height was determined by GEOID03.
 KQ0513
 KQ0513;                    North         East     Units Scale Factor Converg.
 KQ0513;SPC NV E     - 8,513,780.287   124,300.776   MT  0.99997053   -0 33 26.8
 KQ0513;SPC NV E     -27,932,294.16    407,810.13   sFT  0.99997053   -0 33 26.8
 KQ0513;SPC NV C     - 6,513,432.037   517,637.699   MT  0.99990383   +0 07 47.6
 KQ0513;SPC NV C     -21,369,484.94  1,698,283.02   sFT  0.99990383   +0 07 47.6
 KQ0513;UTM  11      - 4,358,715.643   546,342.788   MT  0.99962644   +0 20 28.9
 KQ0513
 KQ0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0513!SPC NV E     -   0.99950301  x   0.99997053  =   0.99947355
 KQ0513!SPC NV C     -   0.99950301  x   0.99990383  =   0.99940689
 KQ0513!UTM  11      -   0.99950301  x   0.99962644  =   0.99912963
 KQ0513
 KQ0513|---------------------------------------------------------------------|
 KQ0513| PID    Reference Object                     Distance      Geod. Az  |
 KQ0513|                                                           dddmmss.s |
 KQ0513| DC9872 BROKEN BACK 2 RM 2                    4.179 METERS 08811     |
 KQ0513| KQ0508 NINE MILE PK CAIRN                  APPROX.31.4 KM 1442948.7 |
 KQ0513| DC9873 BROKEN BACK 2 RM 3                    3.249 METERS 17950     |
 KQ0513| DC9870 BROKEN BACK 2 AZ MK                                2232041.6 |
 KQ0513| DC9871 BROKEN BACK 2 RM 1                    3.619 METERS 34449     |
 KQ0513|---------------------------------------------------------------------|
 KQ0513
 KQ0513                          SUPERSEDED SURVEY CONTROL
 KQ0513
 KQ0513  NAD 83(1986)-  39 22 36.01781(N)    116 27 43.01507(W) AD(       ) 1
 KQ0513  NAD 27      -  39 22 36.27200(N)    116 27 39.75700(W) AD(       ) 1
 KQ0513  NGVD 29 (07/19/86) 3189.2    (m)        10463.     (f) VERT ANG       
 KQ0513
 KQ0513.Superseded values are not recommended for survey control.
 KQ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0513.See file dsdata.txt to determine how the superseded data were derived.
 KQ0513
 KQ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND4634358716(NAD 83)
 KQ0513_MARKER: DS = TRIANGULATION STATION DISK
 KQ0513_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0513
 KQ0513  HISTORY     - Date     Condition        Report By
 KQ0513  HISTORY     - 1954     MONUMENTED       CGS
 KQ0513  HISTORY     - 1971     GOOD             USGS
 KQ0513  HISTORY     - 1971     GOOD             USGS
 KQ0513
 KQ0513                          STATION DESCRIPTION
 KQ0513
 KQ0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0513'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE MONITOR
 KQ0513'MOUNTAINS, ABOUT 29 MILES, AIR LINE, WEST-SOUTHWEST OF EUREKA,
 KQ0513'ABOUT 35 MILES, AIR LINE, EAST-SOUTHEAST OF AUSTIN, AND ABOUT 9
 KQ0513'MILES, AIR LINE, SOUTH OF U.S. HIGHWAY 50.
 KQ0513'
 KQ0513'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA GO WESTERLY
 KQ0513'ON U.S. HIGHWAY 50 FOR 19.4 MILES TO A SIDE ROAD LEFT.  TURN
 KQ0513'LEFT, SOUTHWEST, AS PER SIGN ANTELOPE VALLEY AND GO 17.2 MILES
 KQ0513'TO A FORK.  TAKE THE RIGHT FORK AS PER SIGN CHARNAC BASIN AND
 KQ0513'GO 1.3 MILES TO THE ARDAN RANCH HOUSE.  CONTINUE, WEST, ON THE
 KQ0513'ROAD FOR 1.6 MILES TO A FORK.  TAKE THE RIGHT FORK, WEST, AND GO
 KQ0513'3.5 MILES TO A SADDLE.  CONTINUE, WEST AND NORTHWEST, UP THE
 KQ0513'CANYON FOR 1.8 MILES TO A SADDLE.  TURN RIGHT, EAST, AND GO
 KQ0513'0.3 MILE TO THE END OF TRUCK TRAVEL.  FROM THE END OF
 KQ0513'TRUCK TRAVEL PACK EAST UP THE STEEP SLOPE FOR ABOUT 3/4
 KQ0513'HOUR TO THE SUMMIT OF THE SOUTHWEST END OF THE MOUNTAIN TOP
 KQ0513'AND THE AZIMUTH MARK.  TURN LEFT, NORTHEAST, AND FOLLOW THE
 KQ0513'CREST OF THE RIDGE FOR ABOUT 1/4 HOUR TO THE HIGHEST POINT
 KQ0513'AND THE STATION.  A 1-HOUR PACK.
 KQ0513'
 KQ0513'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK ARE STANDARD DISKS
 KQ0513'SET IN DRILL HOLES IN OUTCROPPING BEDROCK.
 KQ0513'
 KQ0513'THE STATION DISK, STAMPED BROKEN BACK 2 1954, IS ON THE HIGHEST
 KQ0513'POINT OF THE MOUNTAIN, 8 FEET WEST OF A 3-FOOT ROCK WALL.  THE
 KQ0513'OUTCROP PROJECTS 6 INCHES.
 KQ0513'
 KQ0513'REFERENCE MARK 1, STAMPED BROKEN BACK 2 NO 1 1954, IS ABOUT
 KQ0513'THE SAME ELEVATION AS THE STATION, AND THE OUTCROP PROJECTS
 KQ0513'4 INCHES.
 KQ0513'
 KQ0513'REFERENCE MARK 2, STAMPED BROKEN BACK 2 NO 2 1954, IS 5 FEET
 KQ0513'EAST OF A 3-FOOT ROCK WALL, AND ABOUT 3 FEET LOWER THAN THE
 KQ0513'STATION.  THE OUTCROP PROJECTS 4 INCHES.
 KQ0513'
 KQ0513'THE AZIMUTH MARK, STAMPED BROKEN BACK 2 1954, IS 50 FEET NORTHEAST
 KQ0513'OF THE END OF THE MOUNTAIN TOP, 3 FEET NORTH OF A 3-FOOT CAIRN.
 KQ0513'THE OUTCROP PROJECTS 6 INCHES.
 KQ0513
 KQ0513                          STATION RECOVERY (1971)
 KQ0513
 KQ0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KQ0513'INSTRUMENT STAND 4.1 FT ABOVE STATION MARK.
 KQ0513'
 KQ0513'ALL MARKS IN GOOD CONDITION EXCEPT AS NOTED--
 KQ0513'
 KQ0513'REFERENCE MARK NO. 1--MISSING.  REFERENCE MARK NO. 3 SET.
 KQ0513'
 KQ0513'REACHED BY HELICOPTER.
 KQ0513'
 KQ0513'REFERENCE MARK NO. 3--STANDARD USGS REFERENCE MARK TABLET STAMPED
 KQ0513'BROKEN BACK 2 NO 3 1971, CEMENTED IN ROCK OUTCROP, ABOUT 1 FT
 KQ0513'BELOW STATION MARK.
 KQ0513
 KQ0513                          STATION RECOVERY (1971)
 KQ0513
 KQ0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KQ0513'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39116-2, STATION 1002.
 KQ0513'
 KQ0513'ALL MARKS IN GOOD CONDITION EXCEPT AS NOTE.
 KQ0513'
 KQ0513'REFERENCE MARK NO. 1 MISSING.  REFERENCE MARK NO. 3 SET.
 KQ0513'
 KQ0513'REACHED BY HELICOPTER.
 KQ0513'
 KQ0513'REFERENCE MARK NO. 3 STANDARD USGS REFERENCE MARK TABLET
 KQ0513'STAMPED---BROKEN BACK 2 NO 3 1971---CEMENTED IN ROCK OUTCROP
 KQ0513'ABOUT 1 FT. BELOW THAN STATION.
 KQ0513'
 KQ0513'STATION MARK A STANDARD DISK STAMPED----BROKEN BACK 2 1954----SET
 KQ0513'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0397 ***********************************************************************
 JP0397  DESIGNATION -  BROOM
 JP0397  PID         -  JP0397
 JP0397  STATE/COUNTY-  NV/NYE
 JP0397  USGS QUAD   -  DUCKWATER SE (1990)
 JP0397
 JP0397                         *CURRENT SURVEY CONTROL
 JP0397  ___________________________________________________________________
 JP0397* NAD 83(1994)-  38 50 53.24627(N)    115 30 22.57258(W)     ADJUSTED  
 JP0397* NAVD 88     -      2010.     (meters)    6594.     (feet)  SCALED    
 JP0397  ___________________________________________________________________
 JP0397  LAPLACE CORR-          12.50  (seconds)                    DEFLEC99
 JP0397  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 JP0397
 JP0397  HORZ ORDER  -  FIRST
 JP0397
 JP0397.The horizontal coordinates were established by classical geodetic methods
 JP0397.and adjusted by the National Geodetic Survey in June 1998..
 JP0397
 JP0397.The orthometric height was scaled from a topographic map.
 JP0397
 JP0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0397
 JP0397.The geoid height was determined by GEOID03.
 JP0397
 JP0397;                    North         East     Units Scale Factor Converg.
 JP0397;SPC NV C     - 6,455,379.656   600,726.928   MT  1.00002490   +0 43 40.5
 JP0397;SPC NV C     -21,179,024.75  1,970,884.93   sFT  1.00002490   +0 43 40.5
 JP0397;SPC NV E     - 8,454,742.627   206,689.285   MT  0.99990055   +0 02 54.0
 JP0397;SPC NV E     -27,738,601.44    678,113.10   sFT  0.99990055   +0 02 54.0
 JP0397;UTM  11      - 4,300,982.956   629,623.909   MT  0.99980690   +0 56 13.5
 JP0397
 JP0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0397!SPC NV C     -   0.99968815  x   1.00002490  =   0.99971304
 JP0397!SPC NV E     -   0.99968815  x   0.99990055  =   0.99958873
 JP0397!UTM  11      -   0.99968815  x   0.99980690  =   0.99949511
 JP0397
 JP0397|---------------------------------------------------------------------|
 JP0397| PID    Reference Object                     Distance      Geod. Az  |
 JP0397|                                                           dddmmss.s |
 JP0397| DC9875 BROOM RM 1                            5.063 METERS 09129     |
 JP0397| DC9874 BROOM AZ MK                                        2534921.8 |
 JP0397| DC9876 BROOM RM 2                            6.080 METERS 25651     |
 JP0397|---------------------------------------------------------------------|
 JP0397
 JP0397                          SUPERSEDED SURVEY CONTROL
 JP0397
 JP0397  NAD 83(1986)-  38 50 53.24160(N)    115 30 22.57164(W) AD(       ) 1
 JP0397  NAD 27      -  38 50 53.47900(N)    115 30 19.46300(W) AD(       ) 1
 JP0397
 JP0397.Superseded values are not recommended for survey control.
 JP0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0397.See file dsdata.txt to determine how the superseded data were derived.
 JP0397
 JP0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD2962400983(NAD 83)
 JP0397_MARKER: DS = TRIANGULATION STATION DISK
 JP0397_SETTING: 66 = SET IN ROCK OUTCROP
 JP0397
 JP0397  HISTORY     - Date     Condition        Report By
 JP0397  HISTORY     - 1939     MONUMENTED       CGS
 JP0397
 JP0397                          STATION DESCRIPTION
 JP0397
 JP0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0397'STATION IS ABOUT 9 MILES N OF CURRANT POST OFFICE, ON SHOULDER
 JP0397'OF RIDGE RUNNING TO CURRANT PEAK, MOST WESTERLY RIDGE OF THE
 JP0397'MOUNTAIN, ABOUT 600 FEET HIGHER THAN THE VALLEY SLOPE.
 JP0397'
 JP0397'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JP0397'DISKS WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 JP0397'
 JP0397'STATION MARK IS ON A HORIZONTAL 10-FOOT LEDGE OF LIMESTONE
 JP0397'BEDROCK, STAMPED BROOM 1939.
 JP0397'
 JP0397'REFERENCE MARK NO. 1 IS ABOUT 3 FEET HIGHER THAN STATION,
 JP0397'ACROSS SMALL CREVICE, STAMPED BROOM NO. 1 1939.  REFERENCE
 JP0397'MARK NO. 2 IS ABOUT 5 FEET LOWER THAN STATION, ON SAME SMALL
 JP0397'LEDGE, STAMPED BROOM NO. 2 1939.
 JP0397'
 JP0397'AZIMUTH MARK IS ON SAME RIDGE ABOUT 450 FEET LOWER THAN
 JP0397'STATION, JUST ABOVE EDGE OF VALLEY SLOPE, STAMPED BROOM 1939.
 JP0397'
 JP0397'BAROMETRIC ELEVATION OF STATION, 5,550 FEET, BAROMETER NO. 1.
 JP0397'
 JP0397'TO REACH FROM CURRANT POST OFFICE GO NW ON THE DUCKWATER ROAD
 JP0397'FOR 6.9 MILES AND TURN RIGHT ONTO TRACK ROAD, GO N FOR 0.1
 JP0397'MILE AND KEEP STRAIGHT AHEAD AT CROSSROADS, GO 2.8 MILES AND TURN
 JP0397'RIGHT, SE, GO 2.5 MILES AND TURN LEFT, NE, GO ACROSS COUNTRY
 JP0397'FOR 2.7 MILES BEARING ABOUT 40 DEGREES MAGNETIC TO FOOT OF
 JP0397'SHARP RIDGE STATION IS ON.  FROM HERE CLIMB UP RIDGE ABOUT
 JP0397'600 FEET IN ELEVATION TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0710 ***********************************************************************
 LQ0710  DESIGNATION -  BROWN
 LQ0710  PID         -  LQ0710
 LQ0710  STATE/COUNTY-  NV/ELKO
 LQ0710  USGS QUAD   -  HARRISON PASS (1985)
 LQ0710
 LQ0710                         *CURRENT SURVEY CONTROL
 LQ0710  ___________________________________________________________________
 LQ0710* NAD 83(1994)-  40 15 08.41492(N)    115 36 23.70613(W)     ADJUSTED  
 LQ0710* NAVD 88     -      2610.1    (meters)    8563.     (feet)  VERTCON   
 LQ0710  ___________________________________________________________________
 LQ0710  LAPLACE CORR-          11.24  (seconds)                    DEFLEC99
 LQ0710  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 LQ0710
 LQ0710  HORZ ORDER  -  FIRST
 LQ0710
 LQ0710.The horizontal coordinates were established by classical geodetic methods
 LQ0710.and adjusted by the National Geodetic Survey in June 1998..
 LQ0710
 LQ0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0710
 LQ0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0710
 LQ0710.The geoid height was determined by GEOID03.
 LQ0710
 LQ0710;                    North         East     Units Scale Factor Converg.
 LQ0710;SPC NV E     - 8,610,628.702   198,021.973   MT  0.99990005   -0 00 54.1
 LQ0710;SPC NV E     -28,250,037.67    649,677.09   sFT  0.99990005   -0 00 54.1
 LQ0710;UTM  11      - 4,456,696.029   618,504.462   MT  0.99977287   +0 54 01.7
 LQ0710
 LQ0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0710!SPC NV E     -   0.99959372  x   0.99990005  =   0.99949381
 LQ0710!UTM  11      -   0.99959372  x   0.99977287  =   0.99936668
 LQ0710
 LQ0710|---------------------------------------------------------------------|
 LQ0710| PID    Reference Object                     Distance      Geod. Az  |
 LQ0710|                                                           dddmmss.s |
 LQ0710| DC9878 BROWN RM 1                                         16617     |
 LQ0710| DC9877 BROWN AZ MK                                        2273422.4 |
 LQ0710| DC9879 BROWN RM 2                            7.583 METERS 24503     |
 LQ0710|---------------------------------------------------------------------|
 LQ0710
 LQ0710                          SUPERSEDED SURVEY CONTROL
 LQ0710
 LQ0710  NAD 83(1986)-  40 15 08.41328(N)    115 36 23.70080(W) AD(       ) 1
 LQ0710  NAD 27      -  40 15 08.65944(N)    115 36 20.51359(W) AD(       ) 1
 LQ0710  NGVD 29 (03/11/99) 2608.8    (m)         8559.     (f) VERT ANG       
 LQ0710
 LQ0710.Superseded values are not recommended for survey control.
 LQ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0710.See file dsdata.txt to determine how the superseded data were derived.
 LQ0710
 LQ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE1850456696(NAD 83)
 LQ0710_MARKER: DS = TRIANGULATION STATION DISK
 LQ0710_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0710_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 LQ0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0710+STABILITY: POSITION/ELEVATION WELL
 LQ0710
 LQ0710  HISTORY     - Date     Condition        Report By
 LQ0710  HISTORY     - 1947     MONUMENTED       CGS
 LQ0710  HISTORY     - 1957     GOOD             USGS
 LQ0710
 LQ0710                          STATION DESCRIPTION
 LQ0710
 LQ0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0710'THE STATION IS ON THE SUMMIT OF A ROCKY MOUNTAIN BETWEEN
 LQ0710'BROWN CANYON ON THE NORTH AND LINDSAY CREEK ON THE SOUTH.
 LQ0710'IT IS ABOUT 13 MILES, AIRLINE, SOUTH OF JIGGS, AND 8-1/4
 LQ0710'MILES NORTHEAST OF THE HEADQUARTERS BUILDINGS OF THE SADDLER
 LQ0710'RANCH, THERE IS A MUCH HIGHER MOUNTAIN RANGE ABOUT 2 MILES
 LQ0710'TO THE EAST.
 LQ0710'
 LQ0710'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 LQ0710'IN BEDROCK AND IS ON THE HIGHEST POINT OF THE MOUNTAIN.  IT
 LQ0710'IS STAMPED BROWN 1947.
 LQ0710'
 LQ0710'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 LQ0710'HOLE IN BEDROCK WHICH IS 3 FEET LOWER THAN THE STATION MARK.
 LQ0710'IT IS 1 FOOT NORTH OF A SMALL ROCK CAIRN AND IS STAMPED BROWN
 LQ0710'NO 1 1947.
 LQ0710'
 LQ0710'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 LQ0710'HOLE IN BEDROCK WHICH IS 5 FEET LOWER THAN THE STATION.  IT
 LQ0710'IS STAMPED BROWN NO 2 1947.
 LQ0710'
 LQ0710'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL
 LQ0710'HOLE IN A BOULDER WHICH IS 18 INCHES LONG, 12 INCHES WIDE
 LQ0710'AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 LQ0710'IT IS 38 FEET NORTHEAST OF A FENCE LINE, OPPOSITE THE 38TH
 LQ0710'FENCE POST WEST OF THE LAST GATE MENTIONED BELOW.  THE DISK
 LQ0710'IS STAMPED BROWN 1947.
 LQ0710'
 LQ0710'TO REACH THE STATION FROM JIGGS GO SOUTH ON THE MAIN TRAVELED
 LQ0710'TOWARD THE SADDLER RANCH FOR 11.9 MILES TO A SIDE ROAD LEFT.
 LQ0710'TURN LEFT AND GO 0.2 MILES TO CROSSROADS.  CONTINUE STRAIGHT
 LQ0710'AHEAD ALONG A TELEPHONE FOR 2.5 MILES TO A GATE.  PASS
 LQ0710'THROUGH THE GATE AND CONTINUE 0.6 MILES TO A WIRE GATE ON THE
 LQ0710'LEFT ABOUT 200 YARDS NORTHWEST OF RANCH BUILDINGS.  THE AZIMUTH
 LQ0710'MARK IS JUST WEST OF THIS POINT.  PASS THROUGH THE GATE AND
 LQ0710'WORK WAY NORTHEASTERLY UP RIDGE 1.6 MILES TO THE SOUTH BASE
 LQ0710'OF THE MOUNTAIN AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 LQ0710'NORTH UP STEEP ROCKY SLOPE TO THE HIGHEST POINT AND STATION.
 LQ0710'A 1-1/4 HOUR PACK.  NOTE--THE LAST 1.6 MILES OF TRUCK
 LQ0710'TRAVEL REQUIRES A 4 WHEEL- DRIVE VEHICLE.
 LQ0710
 LQ0710                          STATION RECOVERY (1957)
 LQ0710
 LQ0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LQ0710'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-3 STATION 1003.
 LQ0710'STATION MARK--STANDARD DISC STAMPED---BROWN 1947---CEMENTED IN A DRILL
 LQ0710'HOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1520 ***********************************************************************
 KR1520  DESIGNATION -  BROWN KNOB
 KR1520  PID         -  KR1520
 KR1520  STATE/COUNTY-  NV/MINERAL
 KR1520  USGS QUAD   -  TERRILL MOUNTAINS (1987)
 KR1520
 KR1520                         *CURRENT SURVEY CONTROL
 KR1520  ___________________________________________________________________
 KR1520* NAD 83(1994)-  39 03 54.89678(N)    118 42 31.33945(W)     ADJUSTED  
 KR1520* NAVD 88     -      1855.9    (meters)    6089.     (feet)  VERT ANG  
 KR1520  ___________________________________________________________________
 KR1520  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 KR1520  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 KR1520
 KR1520  HORZ ORDER  -  FIRST
 KR1520
 KR1520.The horizontal coordinates were established by classical geodetic methods
 KR1520.and adjusted by the National Geodetic Survey in June 1998..
 KR1520
 KR1520.The orthometric height was determined by vertical angle observations.
 KR1520
 KR1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1520
 KR1520.The geoid height was determined by GEOID03.
 KR1520
 KR1520;                    North         East     Units Scale Factor Converg.
 KR1520;SPC NV W     - 4,478,848.948   789,150.534   MT  0.99990145   -0 04 44.4
 KR1520;SPC NV W     -14,694,356.92  2,589,071.38   sFT  0.99990145   -0 04 44.4
 KR1520;UTM  11      - 4,325,406.782   352,171.635   MT  0.99986909   -1 04 37.3
 KR1520
 KR1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1520!SPC NV W     -   0.99971278  x   0.99990145  =   0.99961425
 KR1520!UTM  11      -   0.99971278  x   0.99986909  =   0.99958190
 KR1520
 KR1520:                Primary Azimuth Mark                     Grid Az
 KR1520:SPC NV W     -  SAND SPRINGS RANGE CAIRN                 081 48 49.8
 KR1520:UTM  11      -  SAND SPRINGS RANGE CAIRN                 082 48 42.7
 KR1520
 KR1520|---------------------------------------------------------------------|
 KR1520| PID    Reference Object                     Distance      Geod. Az  |
 KR1520|                                                           dddmmss.s |
 KR1520| KR1505 SAND SPRINGS RANGE CAIRN            APPROX.31.4 KM 0814405.4 |
 KR1520| DA8821 BROWN KNOB RM 2                      17.660 METERS 22021     |
 KR1520| DA8819 BROWN KNOB AZ MK                                   2213513.5 |
 KR1520| DA8820 BROWN KNOB RM 1                      10.020 METERS 32111     |
 KR1520| KR1519 BROWN KNOB CAIRN NW                   8.150 METERS 33225     |
 KR1520|---------------------------------------------------------------------|
 KR1520
 KR1520                          SUPERSEDED SURVEY CONTROL
 KR1520
 KR1520  NAD 83(1986)-  39 03 54.90238(N)    118 42 31.33603(W) AD(       ) 1
 KR1520  NAD 27      -  39 03 55.18600(N)    118 42 27.82200(W) AD(       ) 1
 KR1520  NGVD 29 (03/15/94) 1854.4    (m)         6084.     (f) VERT ANG       
 KR1520
 KR1520.Superseded values are not recommended for survey control.
 KR1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1520.See file dsdata.txt to determine how the superseded data were derived.
 KR1520
 KR1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD5217225407(NAD 83)
 KR1520_MARKER: DS = TRIANGULATION STATION DISK
 KR1520_SETTING: 80 = SET IN A BOULDER
 KR1520_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1520
 KR1520  HISTORY     - Date     Condition        Report By
 KR1520  HISTORY     - 1935     MONUMENTED       CGS
 KR1520  HISTORY     - 1935     GOOD             CGS
 KR1520  HISTORY     - 1950     GOOD             USGS
 KR1520
 KR1520                          STATION DESCRIPTION
 KR1520
 KR1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 KR1520'STATION IS LOCATED ABOUT 10 MILES, AIRLINE, NE OF THE TOWN
 KR1520'SCHURZ, AT THE SE END OF DESERT MOUNTAINS.  4 MILES, AIRLINE,
 KR1520'E OF ROAD FROM SCHURZ N TO FALKLON, ON THE TOP OF THE
 KR1520'HIGHEST BROWN HILL IN VICINITY.  CONSPICUOUS ON ITS W FACE
 KR1520'BY ITS SHEER FACE.
 KR1520'
 KR1520'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 KR1520'IN A BOULDER.  REFERENCE AND AZIMUTH
 KR1520'MARKS ARE STANDARD BRONZE DISKS IN A BOULDER.
 KR1520'
 KR1520'BEST REACHED FROM SCHURZ BY TAKING FALLON ROAD N FOR 8.9
 KR1520'MILES, TURN RIGHT OFF ROAD AND FOLLOW TRUCK TRACKS IN EASTERLY
 KR1520'DIRECTION FOR 4.2 MILES TO END OF TRUCK TRAVEL.  THIS ROUTE
 KR1520'CROSS COUNTRY SANDY AND ROUGH, AND LARGE TIRED TRUCK NECESSARY.
 KR1520'FROM END OF TRUCK TRAVEL TAKE UP WASH FOR ABOUT 1 MILE AND THEN
 KR1520'UP GRADUAL RIDGE TO S OF STATION CIRCLING ABOUT TO N TO STATION.
 KR1520'1 HOUR PACK.  AZIMUTH MARK LIES ABOUT 1/2 MILE S STATION IN
 KR1520'ROCK OUTCROP, ON CONICAL SHAPED LOW KNOB.
 KR1520
 KR1520                          STATION RECOVERY (1935)
 KR1520
 KR1520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KR1520'STATION MARK--A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 KR1520'BOULDER.
 KR1520
 KR1520                          STATION RECOVERY (1950)
 KR1520
 KR1520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KR1520'RECOVERED AS DESCRIBED BY CGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1519 ***********************************************************************
 KR1519  DESIGNATION -  BROWN KNOB CAIRN NW
 KR1519  PID         -  KR1519
 KR1519  STATE/COUNTY-  NV/MINERAL
 KR1519  USGS QUAD   -  TERRILL MOUNTAINS (1987)
 KR1519
 KR1519                         *CURRENT SURVEY CONTROL
 KR1519  ___________________________________________________________________
 KR1519* NAD 83(1994)-  39 03 55.13102(N)    118 42 31.49643(W)     ADJUSTED  
 KR1519* NAVD 88     -      1855.     (meters)    6086.     (feet)  SCALED    
 KR1519  ___________________________________________________________________
 KR1519  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 KR1519  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 KR1519
 KR1519  HORZ ORDER  -  THIRD
 KR1519
 KR1519.The horizontal coordinates were established by classical geodetic methods
 KR1519.and adjusted by the National Geodetic Survey in June 1998..
 KR1519
 KR1519.The orthometric height was scaled from a topographic map.
 KR1519
 KR1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1519
 KR1519.The geoid height was determined by GEOID03.
 KR1519
 KR1519;                    North         East     Units Scale Factor Converg.
 KR1519;SPC NV W     - 4,478,856.176   789,146.770   MT  0.99990145   -0 04 44.5
 KR1519;SPC NV W     -14,694,380.64  2,589,059.03   sFT  0.99990145   -0 04 44.5
 KR1519;UTM  11      - 4,325,414.074   352,167.998   MT  0.99986910   -1 04 37.4
 KR1519
 KR1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1519!SPC NV W     -   0.99971291  x   0.99990145  =   0.99961439
 KR1519!UTM  11      -   0.99971291  x   0.99986910  =   0.99958205
 KR1519
 KR1519                          SUPERSEDED SURVEY CONTROL
 KR1519
 KR1519  NAD 83(1986)-  39 03 55.13662(N)    118 42 31.49301(W) AD(       ) 4
 KR1519  NAD 27      -  39 03 55.42000(N)    118 42 27.97900(W) AD(       ) 3
 KR1519
 KR1519.Superseded values are not recommended for survey control.
 KR1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1519.See file dsdata.txt to determine how the superseded data were derived.
 KR1519
 KR1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD5216825414(NAD 83)
 KR1519_MARKER: 72 = CAIRN
 KR1519
 KR1519  HISTORY     - Date     Condition        Report By
 KR1519  HISTORY     - 1935     FIRST OBSERVED   CGS
 KR1519
 KR1519                          STATION DESCRIPTION
 KR1519
 KR1519'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0419 ***********************************************************************
 KP0419  DESIGNATION -  BROWNIE
 KP0419  PID         -  KP0419
 KP0419  STATE/COUNTY-  NV/WHITE PINE
 KP0419  USGS QUAD   -  BLACK POINT (1990)
 KP0419
 KP0419                         *CURRENT SURVEY CONTROL
 KP0419  ___________________________________________________________________
 KP0419* NAD 83(1994)-  39 18 20.74344(N)    115 51 54.56704(W)     ADJUSTED  
 KP0419* NAVD 88     -      2046.3    (meters)    6714.     (feet)  VERTCON   
 KP0419  ___________________________________________________________________
 KP0419  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 KP0419  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 KP0419
 KP0419  HORZ ORDER  -  FIRST
 KP0419
 KP0419.The horizontal coordinates were established by classical geodetic methods
 KP0419.and adjusted by the National Geodetic Survey in June 1998..
 KP0419
 KP0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0419
 KP0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0419
 KP0419.The geoid height was determined by GEOID03.
 KP0419
 KP0419;                    North         East     Units Scale Factor Converg.
 KP0419;SPC NV E     - 8,505,578.178   175,694.418   MT  0.99990727   -0 10 42.7
 KP0419;SPC NV E     -27,905,384.41    576,424.10   sFT  0.99990727   -0 10 42.7
 KP0419;UTM  11      - 4,351,322.083   597,844.937   MT  0.99971787   +0 43 08.2
 KP0419
 KP0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0419!SPC NV E     -   0.99968237  x   0.99990727  =   0.99958967
 KP0419!UTM  11      -   0.99968237  x   0.99971787  =   0.99940033
 KP0419
 KP0419:                Primary Azimuth Mark                     Grid Az
 KP0419:SPC NV E     -  BROWNIE AZ MK                            021 06 31.9
 KP0419:UTM  11      -  BROWNIE AZ MK                            020 12 41.0
 KP0419
 KP0419|---------------------------------------------------------------------|
 KP0419| PID    Reference Object                     Distance      Geod. Az  |
 KP0419|                                                           dddmmss.s |
 KP0419| DC9881 BROWNIE AZ MK                                      0205549.2 |
 KP0419| DC9882 BROWNIE RM 1                          8.092 METERS 03308     |
 KP0419| DC9883 BROWNIE RM 2                          6.497 METERS 13137     |
 KP0419| KQ0503 CAP                                 APPROX.19.4 KM 2790827.7 |
 KP0419|---------------------------------------------------------------------|
 KP0419
 KP0419                          SUPERSEDED SURVEY CONTROL
 KP0419
 KP0419  NAD 83(1986)-  39 18 20.74037(N)    115 51 54.56715(W) AD(       ) 1
 KP0419  NAD 27      -  39 18 20.99100(N)    115 51 51.38700(W) AD(       ) 1
 KP0419  NGVD 29 (07/19/86) 2045.0    (m)         6709.     (f) VERT ANG       
 KP0419
 KP0419.Superseded values are not recommended for survey control.
 KP0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0419.See file dsdata.txt to determine how the superseded data were derived.
 KP0419
 KP0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND9784551322(NAD 83)
 KP0419_MARKER: DS = TRIANGULATION STATION DISK
 KP0419_SETTING: 80 = SET IN A BOULDER
 KP0419_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KP0419
 KP0419  HISTORY     - Date     Condition        Report By
 KP0419  HISTORY     - 1954     MONUMENTED       CGS
 KP0419  HISTORY     - 1967     GOOD             USGS
 KP0419
 KP0419                          STATION DESCRIPTION
 KP0419
 KP0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0419'THE STATION IS LOCATED ABOUT 15 MILES SOUTH-SOUTHEAST OF EUREKA,
 KP0419'8 MILES EAST-NORTHEAST OF THE FISH CREEK RANCH HEADQUARTERS, 7
 KP0419'MILES NORTH OF THE DUCKWATER ROAD AND 4 MILES SOUTH OF U.S.
 KP0419'HIGHWAY 50.  IT IS ON THE SUMMIT OF THE SOUTHWESTERN ONE OF THE
 KP0419'RANGE OF THE BROWN HILLS.  THE STATION HILL MAY BE IDENTIFIED BY
 KP0419'THE LARGE ROCK OUTCROPS AND THE STATION POINT IS 6 PACES
 KP0419'NORTH-NORTHWEST OF A PILE OF ROCKS PLACED ON TOP OF A LARGE
 KP0419'BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND SURFACE.
 KP0419'
 KP0419'TO REACH FROM THE POST OFFICE IN EUREKA, GO SOUTHEAST ON U.S.
 KP0419'HIGHWAY 50 FOR 9.6 MILES TO THE JUNCTION OF THE FISK
 KP0419'CREEK-DUCKWATER ROAD.  CONTINUE EAST ON U.S. HIGHWAY 50 FOR 1.8
 KP0419'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, SOUTHEAST, BETWEEN
 KP0419'TWO LOW BUTTES, GOING TOWARDS THE BROWN HILLS, FOR 2.7 MILES
 KP0419'TO AN OLD TANK AND PUMP ON THE LEFT.  CONTINUE FOR 0.05 MILE,
 KP0419'CROSS THE WASH, THENCE SOUTHEAST ON THE MAIN ROAD FOR 0.35 MILE
 KP0419'TO A FORK.  TAKE THE LEFT FORK, EASTERLY, AROUND THE NORTH
 KP0419'SIDE OF THE HILLS, FOR 0.9 MILE TO A FORK.  TAKE RIGHT FORK,
 KP0419'JUST AFTER PASSING THE NORTH END OF A ROCKY RIDGE, AND GO UP
 KP0419'WASH FOR 0.75 MILE TO A DIM TRACK ROAD LEFT.  KEEP RIGHT
 KP0419'FORK, SOUTHWEST AND WEST, UP WASH, FOR 0.3 MILE TO A
 KP0419'POINT ABOUT 50 YARDS BELOW THE HEAD OF THE WASH.  SWING
 KP0419'RIGHT ONTO CREST OF RIDGE, THENCE LEFT TO TOP OF MAIN RIDGE
 KP0419'AND FOLLOW MAIN RIDGE SOUTHERLY FOR APPROXIMATELY 1-1/2
 KP0419'MILES TO THE AZIMUTH MARK.  CONTINUE SOUTH-SOUTHWEST FOR 0.4
 KP0419'MILE TO THE STATION SITE.  A 4-WHEEL DRIVE VEHICLE IS
 KP0419'REQUIRED AND CARE MUST BE TAKEN TO AVOID BECOMING HIGH
 KP0419'CENTERED ON THE BOULDERS.
 KP0419'
 KP0419'THE STATION AND ALL MARKS ARE STANDARD DISKS CEMENTED IN DRILL
 KP0419'HOLES IN BOULDERS.
 KP0419'
 KP0419'THE STATION MARK, STAMPED BROWNIE 1954, IS IN A BOULDER
 KP0419'PROJECTING ABOUT 2 INCHES AND 10-1/2 FEET WEST-SOUTHWEST OF
 KP0419'A WITNESS POST.
 KP0419'
 KP0419'REFERENCE MARK 1, STAMPED BROWNIE NO 1 1954, IS IN A BOULDER
 KP0419'PROJECTING ABOUT 4 INCHES.
 KP0419'
 KP0419'REFERENCE MARK 2, STAMPED BROWNIE NO 2 1954, IS IN A LARGE
 KP0419'BOULDER PROJECTING ABOUT 1 FOOT AND ABOUT 1 FOOT HIGHER THAN
 KP0419'THE STATION.
 KP0419'
 KP0419'THE AZIMUTH MARK, STAMPED BROWNIE 1954, IS ON THE SOUTHWEST
 KP0419'SLOPE OF THE MAIN RIDGE TO THE NORTHEAST OF THE STATION.
 KP0419'IT IS IN A LARGE BOULDER PROJECTING ABOUT 3 FEET ABOVE THE
 KP0419'GROUND AND IT IS MARKED BY A WITNESS POST.
 KP0419
 KP0419                          STATION RECOVERY (1967)
 KP0419
 KP0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (WAO)
 KP0419'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0925 ***********************************************************************
 KR0925  DESIGNATION -  BROWNS
 KR0925  PID         -  KR0925
 KR0925  STATE/COUNTY-  NV/WASHOE
 KR0925  USGS QUAD   -  STEAMBOAT (1994)
 KR0925
 KR0925                         *CURRENT SURVEY CONTROL
 KR0925  ___________________________________________________________________
 KR0925* NAD 83(1994)-  39 24 17.03336(N)    119 44 50.43142(W)     ADJUSTED  
 KR0925* NAVD 88     -      1393.981  (meters)    4573.42   (feet)  ADJUSTED  
 KR0925  ___________________________________________________________________
 KR0925  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 KR0925  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR0925  DYNAMIC HT  -        1392.694 (meters)    4569.20  (feet)  COMP
 KR0925  MODELED GRAV-     979,655.2   (mgal)                       NAVD 88
 KR0925
 KR0925  HORZ ORDER  -  FIRST
 KR0925  VERT ORDER  -  FIRST     CLASS II
 KR0925
 KR0925.The horizontal coordinates were established by classical geodetic methods
 KR0925.and adjusted by the National Geodetic Survey in June 1998..
 KR0925
 KR0925.The orthometric height was determined by differential leveling
 KR0925.and adjusted by the National Geodetic Survey in June 1991..
 KR0925
 KR0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0925
 KR0925.The geoid height was determined by GEOID03.
 KR0925
 KR0925.The dynamic height is computed by dividing the NAVD 88
 KR0925.geopotential number by the normal gravity value computed on the
 KR0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0925.degrees latitude (g = 980.6199 gals.).
 KR0925
 KR0925.The modeled gravity was interpolated from observed gravity values.
 KR0925
 KR0925;                    North         East     Units Scale Factor Converg.
 KR0925;SPC NV W     - 4,517,173.490   699,751.757   MT  1.00002370   -0 44 20.3
 KR0925;SPC NV W     -14,820,093.36  2,295,768.89   sFT  1.00002370   -0 44 20.3
 KR0925;UTM  11      - 4,365,293.330   263,446.308   MT  1.00028902   -1 44 41.3
 KR0925
 KR0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0925!SPC NV W     -   0.99978513  x   1.00002370  =   0.99980882
 KR0925!UTM  11      -   0.99978513  x   1.00028902  =   1.00007409
 KR0925
 KR0925|---------------------------------------------------------------------|
 KR0925| PID    Reference Object                     Distance      Geod. Az  |
 KR0925|                                                           dddmmss.s |
 KR0925| KR1659 BROWNS RM 1                          16.717 METERS 06742     |
 KR0925| KR1657 STEAMBOAT RESET                     APPROX. 3.1 KM 1533537.0 |
 KR0925| DB6393 13=BROWNS RM 2                       38.649 METERS 30049     |
 KR0925|---------------------------------------------------------------------|
 KR0925
 KR0925                          SUPERSEDED SURVEY CONTROL
 KR0925
 KR0925  NAD 83(1992)-  39 24 17.03760(N)    119 44 50.42395(W) AD(       ) 1
 KR0925  NAD 83(1986)-  39 24 17.03500(N)    119 44 50.41352(W) AD(       ) 1
 KR0925  NAD 27      -  39 24 17.35200(N)    119 44 46.74300(W) AD(       ) 1
 KR0925  NGVD 29 (??/??/92) 1392.895  (m)         4569.86   (f) ADJ UNCH    1 2
 KR0925
 KR0925.Superseded values are not recommended for survey control.
 KR0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0925.See file dsdata.txt to determine how the superseded data were derived.
 KR0925
 KR0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6344665293(NAD 83)
 KR0925_MARKER: DS = TRIANGULATION STATION DISK
 KR0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0925_STAMPING: BROWNS 1946
 KR0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0925+STABILITY: SURFACE MOTION
 KR0925
 KR0925  HISTORY     - Date     Condition        Report By
 KR0925  HISTORY     - 1946     MONUMENTED       CGS
 KR0925  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KR0925  HISTORY     - 1951     GOOD             NGS
 KR0925  HISTORY     - 1957     SEE DESCRIPTION  CGS
 KR0925  HISTORY     - 20030908 MARK NOT FOUND   USPSQD
 KR0925
 KR0925                          STATION DESCRIPTION
 KR0925
 KR0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 KR0925'THE STATION IS LOCATED ABOUT 10 MILES, AIRLINE, SOUTH OF THE
 KR0925'CENTER OF THE CITY OF RENO, ALONG THE EASTERN SIDE OF THE
 KR0925'RIGHT- OF- WAY OF U.S. HIGHWAY NO. 395, ABOUT 150 FEET SOUTH
 KR0925'OF THE INTERSECTION OF U.S. HIGHWAY NO. 395 AND STATE HIGHWAY
 KR0925'NO. 17 AND ON THE WEST SIDE OF THE RAILROAD TRACKS OF THE
 KR0925'VIRGINIA AND TRUCKEE RAILROAD.
 KR0925'
 KR0925'THE STATION MARK IS A STANDARD DISC SET IN THE TOP OF A 10
 KR0925'INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 KR0925'ABOUT 90 FEET WEST OF HIGHWAY NO. 17, 30 FEET EAST OF THE
 KR0925'CENTER OF U.S. HIGHWAY NO. 395, 23.4 FEET WEST OF THE WEST RIAL
 KR0925'OF THE TRACKS, 4 FEET NORTH OF A 4 IN X 4 IN WHITE WITNESS POST,
 KR0925'4.3 FEET NORTH- NORTHWEST OF A FENCE CORNER, AND 25 FEET
 KR0925'WEST- NORTHWEST OF A CATTLE GUARD.  IT IS STAMPED BROWNS 1946.
 KR0925'
 KR0925'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN THE TOP OF
 KR0925'A 1-1/2 FT X 2 FT BOULDER WHICH PROJECTS 4 INCHES AND IS
 KR0925'APPROXIMATELY 3 FEET HIGHER THAN THE STATION MARK.  IT IS ON
 KR0925'A BANK BETWEEN STATE HIGHWAY NO. 17 AND THE RAILROAD TRACKS,
 KR0925'27 FEET EAST OF THE EAST RAIL OF THE TRACKS AND 27 FEET
 KR0925'SOUTH- SOUTHEAST OF A TELEPHONE POLE.  IT IS STAMPED BROWNS
 KR0925'NO 1 1946.
 KR0925'
 KR0925'REFERENCE MARK NO. 2 IS A USC AND GS AND SS BENCH MARK DISC
 KR0925'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS
 KR0925'2 INCHES.  IT IS ON THE WEST SIDE OF THE RIGHT- OF- WAY OF
 KR0925'A NORTH- SOUTH FENCE LINE.  IT IS STAMPED NO 13 4572.320.
 KR0925'
 KR0925'STATION STEAMBOAT MAY BE USED FOR AN AZIMUTH MARK.
 KR0925'
 KR0925'TO REACH FROM THE POST OFFICE IN RENO GO SOUTH ON U.S. HIGHWAY
 KR0925'NO. 395 10 MILE TO THE JUNCTION WITH STATE HIGHWAY NO. 17 AND
 KR0925'THE STATION SITE.  A DRIVE STATION.
 KR0925
 KR0925                          STATION RECOVERY (1951)
 KR0925
 KR0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 KR0925'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED ON
 KR0925'THE PHOTOSTAT COPY OF THE ORIGINAL DESCRIPTION EXCEPT THAT
 KR0925'THE MILEAGE FROM RENO IS IN ERROR.  IT SHOULD BE 9.0 MILES
 KR0925'SOUTHEAST INSTEAD OF 10 MILES SOUTH.
 KR0925
 KR0925                          STATION RECOVERY (1951)
 KR0925
 KR0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KR0925'9.0 MI SE FROM RENO.
 KR0925'ABOUT 9.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE
 KR0925'AT RENO, AT THE Y JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 17,
 KR0925'BETWEEN THE U. S. HIGHWAY AND THE ABANDONED VIRGINIA AND TRUCKEE
 KR0925'RAILROAD, ABOUT 50 YARDS SOUTHEAST OF THE JUNCTION OF THE HIGHWAYS, 84
 KR0925'FEET SOUTHWEST OF THE CENTER LINE OF THE STATE HIGHWAY, 29.3 FEET
 KR0925'NORTHEAST OF THE CENTER LINE OF THE U.S. HIGHWAY, 25 FEET SOUTHWEST OF
 KR0925'THE CENTER OF THE ABANDONED TRACK, 4.4 FEET NORTHWEST OF A CORNER
 KR0925'FENCE POST, 4 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER
 KR0925'THAN THE U. S. HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 KR0925'WITH THE GROUND.
 KR0925
 KR0925                          STATION RECOVERY (1957)
 KR0925
 KR0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 KR0925'STATION DESTROYED DUE REALIGNMENT OF U.S. HIGHWAY 395 NEAR
 KR0925'RENO.
 KR0925'
 KR0925'A NEW STATION BROWNS 2 1955 WAS ESTABLISHED NEARBY.
 KR0925'
 KR0925'THE ORIGINAL REFERENCE MARK NO. 1 WAS LEFT INTACT.
 KR0925
 KR0925                          STATION RECOVERY (2003)
 KR0925
 KR0925'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0599 ***********************************************************************
 LS0599  DESIGNATION -  BROWNS
 LS0599  PID         -  LS0599
 LS0599  STATE/COUNTY-  NV/PERSHING
 LS0599  USGS QUAD   -  POKER BROWN SPRING (1981)
 LS0599
 LS0599                         *CURRENT SURVEY CONTROL
 LS0599  ___________________________________________________________________
 LS0599* NAD 83(1994)-  40 19 25.63689(N)    118 32 19.70429(W)     ADJUSTED  
 LS0599* NAVD 88     -      2045.0    (meters)    6709.     (feet)  VERTCON   
 LS0599  ___________________________________________________________________
 LS0599  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 LS0599  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 LS0599
 LS0599  HORZ ORDER  -  FIRST
 LS0599
 LS0599.The horizontal coordinates were established by classical geodetic methods
 LS0599.and adjusted by the National Geodetic Survey in June 1998..
 LS0599
 LS0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0599
 LS0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0599
 LS0599.The geoid height was determined by GEOID03.
 LS0599
 LS0599;                    North         East     Units Scale Factor Converg.
 LS0599;SPC NV W     - 4,618,562.482   803,783.899   MT  0.99990018   +0 01 43.7
 LS0599;SPC NV W     -15,152,733.74  2,637,081.01   sFT  0.99990018   +0 01 43.7
 LS0599;UTM  11      - 4,464,831.708   369,267.837   MT  0.99981038   -0 59 45.3
 LS0599
 LS0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0599!SPC NV W     -   0.99968281  x   0.99990018  =   0.99958302
 LS0599!UTM  11      -   0.99968281  x   0.99981038  =   0.99949325
 LS0599
 LS0599|---------------------------------------------------------------------|
 LS0599| PID    Reference Object                     Distance      Geod. Az  |
 LS0599|                                                           dddmmss.s |
 LS0599| DB6390 BROWNS RM 1                           8.050 METERS 00036     |
 LS0599| DB6391 BROWNS RM 2                           6.036 METERS 08039     |
 LS0599| LS0590 OREANA RAILROAD WATER TANK          APPROX.18.4 KM 0861810.0 |
 LS0599| LS0582 LETTER L ON HILLSIDE                APPROX.19.4 KM 1401550.1 |
 LS0599| LS0580 LOVELOCK MUNICIPAL TANK             APPROX.17.1 KM 1603224.4 |
 LS0599| LS0584 LOVELOCK COURTHOUSE DOME            APPROX.16.7 KM 1613120.5 |
 LS0599| LS0586 RAILROAD WTR TK S OF LOVELOCK       APPROX.18.4 KM 1655303.1 |
 LS0599| DB6388 BROWNS AZ MK                                       1692717.4 |
 LS0599|---------------------------------------------------------------------|
 LS0599
 LS0599                          SUPERSEDED SURVEY CONTROL
 LS0599
 LS0599  NAD 83(1986)-  40 19 25.64376(N)    118 32 19.70031(W) AD(       ) 1
 LS0599  NAD 27      -  40 19 25.97900(N)    118 32 16.15700(W) AD(       ) 1
 LS0599  NGVD 29 (07/19/86) 2043.9    (m)         6706.     (f) VERT ANG       
 LS0599
 LS0599.Superseded values are not recommended for survey control.
 LS0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0599.See file dsdata.txt to determine how the superseded data were derived.
 LS0599
 LS0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE6926864832(NAD 83)
 LS0599_MARKER: DS = TRIANGULATION STATION DISK
 LS0599_SETTING: 66 = SET IN ROCK OUTCROP
 LS0599
 LS0599  HISTORY     - Date     Condition        Report By
 LS0599  HISTORY     - 1935     MONUMENTED       CGS
 LS0599  HISTORY     - 1958     GOOD             CGS
 LS0599
 LS0599                          STATION DESCRIPTION
 LS0599
 LS0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 LS0599'STATION IS ON A SHARP, ROCKY CONE WHICH IS ABOUT MIDWAY ON
 LS0599'THE HIGH ROCKY RIDGE THAT LIES ABOUT 11 MILES NNW OF LOVELOCK
 LS0599'AND IS VISIBLE FROM THAT PLACE.  FROM LOVELOCK THE RIDGE
 LS0599'APPEARS AS A PROMINENT CONE ON THE E SIDE OF A HIGH RANGE AND
 LS0599'APPEARS TO BE THE HIGHEST POINT.  THERE IS A DOUBLE TOP PEAK
 LS0599'1/2 MILE NNW THAT IS A LITTLE HIGHER.
 LS0599'
 LS0599'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 LS0599'OUTCROPPING BEDROCK.  REFERENCE AND
 LS0599'AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 LS0599'
 LS0599'REACHED FROM LOVELOCK AS FOLLOWS--FROM THE COURTHOUSE GO N
 LS0599'ON THE ROAD THAT PASSES IN FRONT OF THE HIGH SCHOOL FOR 5.2
 LS0599'MILES.  BEAR TO THE LEFT FORK AROUND THE FENCE CORNER THEN
 LS0599'TAKE THE RIGHT FORK AWAY FROM THE FENCE, NW.  GO 0.5 MILE,
 LS0599'TAKE RIGHT FORK, GO 0.3 MILE, CONTINUE STRAIGHT AHEAD AT
 LS0599'CROSSROADS, GO 0.7 MILE.  AT THIS POINT THE ROAD ENTERS A
 LS0599'WASH.  FOLLOW THE DIM ROAD TO THE LEFT UP THE WASH FOR 3.8
 LS0599'MILES TO AN OLD PROSPECTORS DUGOUT.  THIS IS THE END OF TRUCK
 LS0599'TRAVEL.  CONTINUE UP THE MAIN WASH FOR ABOUT 1 MILE OR TO A
 LS0599'POINT ABOUT 1/4 MILE BEFORE REACHING ITS HEAD.  CLIMB RIGHT
 LS0599'TO THE SUMMIT OF THE RIDGE AND THE STATION.
 LS0599'
 LS0599'AZIMUTH MARK IS SSE 1/4 MILE ON THE POINT OF THE RIDGE.
 LS0599
 LS0599                          STATION RECOVERY (1958)
 LS0599
 LS0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0599'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LS0599'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 LS0599'
 LS0599'THE STATION IS LOCATED ON THE HIGHEST POINT OF A CONE-SHAPED
 LS0599'PEAK THAT IS ABOUT 1/2 MILE SOUTH-SOUTHEAST OF THE HIGHEST
 LS0599'POINT OF THE RIDGE, ABOUT 11 MILES NORTH-NORTHWEST OF LOVELOCK.
 LS0599'
 LS0599'TO REACH THE STATION FROM THE PERSHING COUNTY COURTHOUSE IN
 LS0599'LOVELOCK GO NORTH ON CENTRAL STREET 5.2 MILES TO A FORKS AT
 LS0599'A FENCE CORNER.  TAKE LEFT FORK FOR ABOUT 100 FEET THENCE
 LS0599'RIGHT FORK AND GO NORTHWEST FOR 0.65 MILE TO A FORKS.  TAKE
 LS0599'RIGHT FORK AND GO NORTHWEST FOR 0.3 MILE TO A CROSSROAD.
 LS0599'CONTINUE STRAIGHT AHEAD 0.7 MILE TO A POINT WHERE THE ROAD
 LS0599'ENTERS THE WASH.  BEAR LEFT UP THE WASH AND GO NORTHWEST
 LS0599'0.85 MILE TO A FORKS IN WASH.  TAKE THE LEFT FORK UP WASH
 LS0599'2.6 MILES TO A POINT WHERE THE ROAD RE-ENTERS THE WASH.  BEAR
 LS0599'LEFT UP WASH AND GO NORTHWEST 0.6 MILE TO END OF TRUCK
 LS0599'TRAVEL.  PACK UP WASH FOR ABOUT 1 MILE, THENCE BEAR RIGHT UP
 LS0599'STEEP SLOPE TO HIGHEST POINT AND THE STATION.  PACKING
 LS0599'TIME ABOUT 1-1/2 HOURS.
 LS0599'
 LS0599'THE STATION MARK IS A STANDARD DISK STAMPED BROWNS 1935 SET
 LS0599'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 LS0599'1 INCH.
 LS0599'
 LS0599'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BROWNS
 LS0599'NO 1 1935 SET IN A DRILL HOLE IN A BOULDER 6 FEET IN DIAMETER
 LS0599'WHICH PROJECTS ABOUT 6 FEET AND IS ABOUT 5 FEET LOWER THAN
 LS0599'THE STATION.
 LS0599'
 LS0599'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BROWNS
 LS0599'NO 2 1935 SET IN A DRILL HOLE IN A BOULDER 5 FEET IN DIAMETER
 LS0599'WHICH PROJECTS ABOUT 7 FEET AND IS ABOUT 7 FEET LOWER THAN
 LS0599'THE STATION.
 LS0599'
 LS0599'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BROWNS 1935 SET
 LS0599'IN A DRILL HOLE IN A BOULDER 3 FEET IN DIAMETER WHICH PROJECTS
 LS0599'ABOUT 2 FEET.  IT IS LOCATED ON THE STATION RIDGE AND IS
 LS0599'ABOUT 200 FEET LOWER THAN THE STATION AND MARKED BY A SMALL CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1655 ***********************************************************************
 KR1655  DESIGNATION -  BROWNS 2
 KR1655  PID         -  KR1655
 KR1655  STATE/COUNTY-  NV/WASHOE
 KR1655  USGS QUAD   -  STEAMBOAT (1994)
 KR1655
 KR1655                         *CURRENT SURVEY CONTROL
 KR1655  ___________________________________________________________________
 KR1655* NAD 83(1994)-  39 24 16.48414(N)    119 44 50.36597(W)     ADJUSTED  
 KR1655* NAVD 88     -      1394.     (meters)    4573.     (feet)  SCALED    
 KR1655  ___________________________________________________________________
 KR1655  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 KR1655  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR1655
 KR1655  HORZ ORDER  -  SECOND
 KR1655
 KR1655.The horizontal coordinates were established by classical geodetic methods
 KR1655.and adjusted by the National Geodetic Survey in June 1998..
 KR1655.No horizontal observational check was made to the station.
 KR1655
 KR1655.The orthometric height was scaled from a topographic map.
 KR1655
 KR1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1655
 KR1655.The geoid height was determined by GEOID03.
 KR1655
 KR1655;                    North         East     Units Scale Factor Converg.
 KR1655;SPC NV W     - 4,517,156.533   699,753.104   MT  1.00002369   -0 44 20.2
 KR1655;SPC NV W     -14,820,037.73  2,295,773.31   sFT  1.00002369   -0 44 20.2
 KR1655;UTM  11      - 4,365,276.347   263,447.358   MT  1.00028902   -1 44 41.2
 KR1655
 KR1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1655!SPC NV W     -   0.99978511  x   1.00002369  =   0.99980880
 KR1655!UTM  11      -   0.99978511  x   1.00028902  =   1.00007407
 KR1655
 KR1655|---------------------------------------------------------------------|
 KR1655| PID    Reference Object                     Distance      Geod. Az  |
 KR1655|                                                           dddmmss.s |
 KR1655| KR1659 BROWNS RM 1                          27.116 METERS 03050     |
 KR1655| KR1727 MAGUIRE                             APPROX. 5.5 KM 2213813.7 |
 KR1655| DB6394 BROWNS 2 RM 3                        24.808 METERS 27518     |
 KR1655|---------------------------------------------------------------------|
 KR1655
 KR1655                          SUPERSEDED SURVEY CONTROL
 KR1655
 KR1655  NAD 83(1992)-  39 24 16.48836(N)    119 44 50.35852(W) AD(       ) 2
 KR1655  NAD 83(1986)-  39 24 16.48578(N)    119 44 50.34803(W) AD(       ) 2
 KR1655  NAD 27      -  39 24 16.80200(N)    119 44 46.67700(W) AD(       ) 2
 KR1655
 KR1655.Superseded values are not recommended for survey control.
 KR1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1655.See file dsdata.txt to determine how the superseded data were derived.
 KR1655
 KR1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6344765276(NAD 83)
 KR1655_MARKER: Z = SEE DESCRIPTION
 KR1655_SETTING: 0 = UNSPECIFIED SETTING
 KR1655
 KR1655  HISTORY     - Date     Condition        Report By
 KR1655  HISTORY     - 1957     MONUMENTED       NVDH
 KR1655
 KR1655                          STATION DESCRIPTION
 KR1655
 KR1655'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1957
 KR1655'STATION IS A STANDARD BRASS DISK STAMPED BROWNS NO 2 1955 SET
 KR1655'IN CONCRETE MONUMENT TOP OF MONUMENT TOP OF MONUMENT EXTENDING
 KR1655'1 IN ABOVE OILED SURFACE OF CENTER STRIP BETWEEN NORTH AND
 KR1655'SOUTH LANES OF U.S. 395 AND 3 FEET EAST OF WEST EDGE OF
 KR1655'DIVIDING STRIP.
 KR1655'
 KR1655'TO REACH FROM POST OFFICE IN RENO, NEVADA, DRIVE SOUTHERLY ON
 KR1655'U.S. 395 FOR 9.0 MILES TO JUNCTION OF U.S. 395 AND SR 27
 KR1655'(MT ROSE ROAD).  STATION SITE IS 150 PACES NORTHERLY FROM
 KR1655'THIS JUNCTION.  REFERENCE MARK NO. 3 STAMPED BROWNS 2 NO 3 1955,
 KR1655'IS 3 FEET EAST OF THE WEST R.O.W. FENCE SET IN CONCRETE MONUMENT.
 KR1655'
 KR1655'REFERENCE MARK NO. 1 1946 IS STILL IN PLACE AS SET IN BOULDER
 KR1655'EAST EAST OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0927 ***********************************************************************
 KR0927  DESIGNATION -  BROWNS RM 1
 KR0927  PID         -  KR0927
 KR0927  STATE/COUNTY-  NV/WASHOE
 KR0927  USGS QUAD   -  STEAMBOAT (1994)
 KR0927
 KR0927                         *CURRENT SURVEY CONTROL
 KR0927  ___________________________________________________________________
 KR0927* NAD 83(1986)-  39 24 17.     (N)    119 44 50.     (W)     SCALED    
 KR0927* NAVD 88     -      1394.416  (meters)    4574.85   (feet)  ADJUSTED  
 KR0927  ___________________________________________________________________
 KR0927  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR0927  DYNAMIC HT  -        1393.128 (meters)    4570.62  (feet)  COMP
 KR0927  MODELED GRAV-     979,655.0   (mgal)                       NAVD 88
 KR0927
 KR0927  VERT ORDER  -  FIRST     CLASS II
 KR0927
 KR0927.The horizontal coordinates were scaled from a topographic map and have
 KR0927.an estimated accuracy of +/- 6 seconds.
 KR0927
 KR0927.The orthometric height was determined by differential leveling
 KR0927.and adjusted by the National Geodetic Survey in June 1991..
 KR0927
 KR0927.The geoid height was determined by GEOID03.
 KR0927
 KR0927.The dynamic height is computed by dividing the NAVD 88
 KR0927.geopotential number by the normal gravity value computed on the
 KR0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0927.degrees latitude (g = 980.6199 gals.).
 KR0927
 KR0927.The modeled gravity was interpolated from observed gravity values.
 KR0927
 KR0927;                    North         East    Units  Estimated Accuracy
 KR0927;SPC NV W     - 4,517,170.      699,760.      MT  (+/- 180 meters Scaled)
 KR0927
 KR0927                          SUPERSEDED SURVEY CONTROL
 KR0927
 KR0927  NGVD 29 (??/??/92) 1393.330  (m)         4571.28   (f) ADJ UNCH    1 2
 KR0927
 KR0927.Superseded values are not recommended for survey control.
 KR0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0927.See file dsdata.txt to determine how the superseded data were derived.
 KR0927
 KR0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD634652(NAD 83)
 KR0927_MARKER: DR = REFERENCE MARK DISK
 KR0927_SETTING: 80 = SET IN A BOULDER
 KR0927_STAMPING: BROWNS NO. 1 1946
 KR0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0927+STABILITY: SURFACE MOTION
 KR0927
 KR0927  HISTORY     - Date     Condition        Report By
 KR0927  HISTORY     - 1946     MONUMENTED       CGS
 KR0927  HISTORY     - 1951     GOOD             NGS
 KR0927
 KR0927                          STATION DESCRIPTION
 KR0927
 KR0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0927'9.0 MI SE FROM RENO.
 KR0927'ABOUT 9.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE
 KR0927'AT RENO, AT THE Y FORMED BY THE JUNCTION OF U. S. HIGHWAY 395 AND
 KR0927'STATE HIGHWAY 17, BETWEEN THE ABANDONED VIRGINIA AND TRUCKEE RAILROAD
 KR0927'AND THE STATE HIGHWAY, 54.8 FEET NORTHEAST OF STATION BROWNS, 30.8
 KR0927'FEET SOUTHWEST OF THE CENTER LINE OF THE STATE HIGHWAY, 27 1/2 FEET
 KR0927'EAST OF A TELEPHONE POLE, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND
 KR0927'SET IN THE TOP OF A 2-FOOT BY 1-FOOT BOULDER PROJECTING 4 INCHES ABOVE
 KR0927'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8029 ***********************************************************************
 AH8029  DESIGNATION -  BRUFFEY
 AH8029  PID         -  AH8029
 AH8029  STATE/COUNTY-  NV/EUREKA
 AH8029  USGS QUAD   -  MINERAL HILL (1986)
 AH8029
 AH8029                         *CURRENT SURVEY CONTROL
 AH8029  ___________________________________________________________________
 AH8029* NAD 83(1994)-  40 14 34.24278(N)    116 03 16.56705(W)     ADJUSTED  
 AH8029* NAVD 88     -      2059.8    (meters)    6758.     (feet)  VERTCON   
 AH8029  ___________________________________________________________________
 AH8029  LAPLACE CORR-           8.51  (seconds)                    DEFLEC99
 AH8029  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 AH8029
 AH8029  HORZ ORDER  -  THIRD
 AH8029
 AH8029.The horizontal coordinates were established by classical geodetic methods
 AH8029.and adjusted by the National Geodetic Survey in February 1999..
 AH8029
 AH8029.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8029
 AH8029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8029
 AH8029.The geoid height was determined by GEOID03.
 AH8029
 AH8029;                    North         East     Units Scale Factor Converg.
 AH8029;SPC NV E     - 8,609,681.066   159,903.413   MT  0.99991978   -0 18 16.0
 AH8029;SPC NV E     -28,246,928.63    524,616.45   sFT  0.99991978   -0 18 16.0
 AH8029;UTM  11      - 4,455,139.838   580,412.903   MT  0.99967960   +0 36 38.8
 AH8029
 AH8029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8029!SPC NV E     -   0.99968007  x   0.99991978  =   0.99959987
 AH8029!UTM  11      -   0.99968007  x   0.99967960  =   0.99935977
 AH8029
 AH8029                          SUPERSEDED SURVEY CONTROL
 AH8029
 AH8029  NGVD 29 (02/26/99) 2058.6    (m)         6754.     (f) VERT ANG       
 AH8029
 AH8029.Superseded values are not recommended for survey control.
 AH8029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8029.See file dsdata.txt to determine how the superseded data were derived.
 AH8029
 AH8029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE8041355140(NAD 83)
 AH8029_MARKER: DS = TRIANGULATION STATION DISK
 AH8029_SETTING: 66 = SET IN ROCK OUTCROP
 AH8029_PROJECTION: FLUSH
 AH8029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8029+STABILITY: POSITION/ELEVATION WELL
 AH8029
 AH8029  HISTORY     - Date     Condition        Report By
 AH8029  HISTORY     - 1936     MONUMENTED       USGS
 AH8029
 AH8029                          STATION DESCRIPTION
 AH8029
 AH8029'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 AH8029'LOCATED 6 MI E. OF BLACKBURN, A STATION ON EUREKA-NEVADA RR., ABOUT
 AH8029'1.5 MI N. OF BRUFFEY BROTHERS RANCH HOUSE. ON PEAK AT NORTHWEST END OF
 AH8029'PROMINENT, LOG RIDGE ALONG WEST EDGE OF SULPHUR SPRING MOUNTAINS, ON
 AH8029'LEDGE OF CONGLOMERATE ROCK NEAR SOUTH END OF SUMMIT OF PEAK.
 AH8029'TO REACH FROM BRUFFEY BROTHERS RANCH HOUSE, FOLLOW RD. 0.9 MI TOWARD
 AH8029'UNION. TURN LEFT (NE.) ON DIM WOOD-HAULING RD. TO POINT JUST UNDER
 AH8029'PROMINENT PEAK AT SOUTHEAST END OF MAIN RIDGE AND END OF TRUCK TRAVEL.
 AH8029'KEEP TO W. OF PEAK THROUGH SADDLE ALONG SIDEHILL THENCE ALONG TOP OF
 AH8029'RIDGE TO STATION.
 AH8029'STATION MARK--STANDARD TABLET STAMPED---BRUFFEY 1936---, CEMENTED IN
 AH8029'SOLID ROCK LEDGE.
 AH8029'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN TOP OF
 AH8029'LIMESTONE OUTCROP ON SUMMIT.
 AH8029'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN LEDGE OF
 AH8029'CONGLOMERATE ROCK ON SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0869 ***********************************************************************
 MT0869  DESIGNATION -  BRUNEAU
 MT0869  PID         -  MT0869
 MT0869  STATE/COUNTY-  NV/ELKO
 MT0869  USGS QUAD   -  BEARPAW MOUNTAIN (1986)
 MT0869
 MT0869                         *CURRENT SURVEY CONTROL
 MT0869  ___________________________________________________________________
 MT0869* NAD 83(1994)-  41 54 45.35182(N)    115 34 43.07765(W)     ADJUSTED  
 MT0869* NAVD 88     -      2368.     (meters)    7769.     (feet)  SCALED    
 MT0869  ___________________________________________________________________
 MT0869  LAPLACE CORR-           7.61  (seconds)                    DEFLEC99
 MT0869  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 MT0869
 MT0869  HORZ ORDER  -  THIRD
 MT0869
 MT0869.The horizontal coordinates were established by classical geodetic methods
 MT0869.and adjusted by the National Geodetic Survey in June 1998..
 MT0869
 MT0869.The orthometric height was scaled from a topographic map.
 MT0869
 MT0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0869
 MT0869.The geoid height was determined by GEOID03.
 MT0869
 MT0869;                    North         East     Units Scale Factor Converg.
 MT0869;SPC NV E     - 8,794,991.070   200,389.946   MT  0.99990000   +0 00 11.3
 MT0869;SPC NV E     -28,854,899.87    657,446.01   sFT  0.99990000   +0 00 11.3
 MT0869;UTM  11      - 4,641,048.917   617,876.531   MT  0.99977098   +0 56 58.5
 MT0869
 MT0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0869!SPC NV E     -   0.99963120  x   0.99990000  =   0.99953124
 MT0869!UTM  11      -   0.99963120  x   0.99977098  =   0.99940227
 MT0869
 MT0869|---------------------------------------------------------------------|
 MT0869| PID    Reference Object                     Distance      Geod. Az  |
 MT0869|                                                           dddmmss.s |
 MT0869| CS8447 BRUNEAU RM 2                          6.980 METERS 10837     |
 MT0869| CS8448 CAIRN AT BRUNEAU                      1.326 METERS 19322     |
 MT0869| CS8446 BRUNEAU RM 1                          5.334 METERS 32252     |
 MT0869|---------------------------------------------------------------------|
 MT0869
 MT0869                          SUPERSEDED SURVEY CONTROL
 MT0869
 MT0869  NAD 83(1992)-  41 54 45.34920(N)    115 34 43.07479(W) AD(       ) 3
 MT0869
 MT0869.Superseded values are not recommended for survey control.
 MT0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0869.See file dsdata.txt to determine how the superseded data were derived.
 MT0869
 MT0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG1787741049(NAD 83)
 MT0869_MARKER: DS = TRIANGULATION STATION DISK
 MT0869_SETTING: 66 = SET IN ROCK OUTCROP
 MT0869_SP_SET: SET IN BEDROCK
 MT0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0869+STABILITY: POSITION/ELEVATION WELL
 MT0869
 MT0869  HISTORY     - Date     Condition        Report By
 MT0869  HISTORY     - 1935     MONUMENTED       USGS
 MT0869
 MT0869                          STATION DESCRIPTION
 MT0869
 MT0869'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 MT0869'LOCATED 7 MI E. OF ROWLAND POST OFFICE, ABOUT 0.75 MI SE. OF
 MT0869'NORTH FORK-JARBIDGE RD.  ON HIGHEST POINT OF HIGH ROCKY PEAK.
 MT0869'
 MT0869'TO REACH FROM ROWLAND POST OFFICE, DRIVE ABOUT 1.5 MI SE. TO
 MT0869'NORTH FORK-JARBIDGE RD.  TURN LEFT ABOUT 5.5 MI NE. TO THIRD
 MT0869'SUMMIT OF RD.  TURN RIGHT ON DIM RD. ACROSS DRAW TO TOP OF RIDGE.
 MT0869'TURN RIGHT TOWARD ROCKY PEAK TO BASE OF MOUNTAIN.  HIKE UP RIDGE
 MT0869'TO TOP AND STATION.
 MT0869'
 MT0869'STATION MARK--STANDARD BRONZE TABLET STAMPED---BRUNEAU RS 1935---,
 MT0869'CEMENTED IN SOLID ROCK.
 MT0869'
 MT0869'RM 1--STANDARD RM TABLET STAMPED---NO 1 BRUNEAU 1935---, CEMENTED
 MT0869'IN SOLID ROCK.
 MT0869'
 MT0869'RM 2--1-INCH DRILL HOLE 3 INCHES DEEP IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1670 ***********************************************************************
 KR1670  DESIGNATION -  BRUNSWICK
 KR1670  PID         -  KR1670
 KR1670  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1670  USGS QUAD   -  NEW EMPIRE (1994)
 KR1670
 KR1670                         *CURRENT SURVEY CONTROL
 KR1670  ___________________________________________________________________
 KR1670* NAD 83(1994)-  39 11 09.39512(N)    119 40 54.41876(W)     ADJUSTED  
 KR1670* NAVD 88     -      1563.1    (meters)    5128.     (feet)  VERTCON   
 KR1670  ___________________________________________________________________
 KR1670  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 KR1670  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 KR1670
 KR1670  HORZ ORDER  -  SECOND
 KR1670
 KR1670.The horizontal coordinates were established by classical geodetic methods
 KR1670.and adjusted by the National Geodetic Survey in June 1998..
 KR1670
 KR1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1670
 KR1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1670
 KR1670.The geoid height was determined by GEOID03.
 KR1670
 KR1670;                    North         East     Units Scale Factor Converg.
 KR1670;SPC NV W     - 4,492,814.116   705,103.118   MT  1.00001085   -0 41 38.7
 KR1670;SPC NV W     -14,740,174.31  2,313,325.81   sFT  1.00001085   -0 41 38.7
 KR1670;UTM  11      - 4,340,837.676   268,371.509   MT  1.00026066   -1 41 42.7
 KR1670
 KR1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1670!SPC NV W     -   0.99975864  x   1.00001085  =   0.99976948
 KR1670!UTM  11      -   0.99975864  x   1.00026066  =   1.00001923
 KR1670
 KR1670                          SUPERSEDED SURVEY CONTROL
 KR1670
 KR1670  NAD 83(1992)-  39 11 09.39670(N)    119 40 54.40952(W) AD(       ) 2
 KR1670  NAD 83(1986)-  39 11 09.38956(N)    119 40 54.38857(W) AD(       ) 2
 KR1670  NAD 27      -  39 11 09.70300(N)    119 40 50.75100(W) AD(       ) 2
 KR1670  NGVD 29 (07/19/86) 1562.0    (m)         5125.     (f) VERT ANG       
 KR1670
 KR1670.Superseded values are not recommended for survey control.
 KR1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1670.See file dsdata.txt to determine how the superseded data were derived.
 KR1670
 KR1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6837240838(NAD 83)
 KR1670_MARKER: Z = SEE DESCRIPTION
 KR1670_SETTING: 0 = UNSPECIFIED SETTING
 KR1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1670
 KR1670  HISTORY     - Date     Condition        Report By
 KR1670  HISTORY     - 1951     MONUMENTED       CGS
 KR1670
 KR1670                          STATION DESCRIPTION
 KR1670
 KR1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1670'STATION IS 1/2 IN IRON PIPE EXTENDING 6 IN ABOVE GROUND, A
 KR1670'6 FT WHITE CLOTH COVERED TRIPOD TARGET OVER POINT APPROXIMATELY
 KR1670'4.5 MILES NORTHEAST FROM CARSON CITY ON SAGE COVERED ROUNDED
 KR1670'FOOT HILL.
 KR1670'
 KR1670'REACHED FROM CARSON CITY POST OFFICE, GO 0.3 MILE ON U.S. 395,
 KR1670'TURN RIGHT GO 4.2 MILES ON U.S. 50, TURN RIGHT ON DIRT ROAD
 KR1670'THROUGH FENCE AND GATE, GO 0.3 MILE ON MAIN TRAVELED DIRT ROAD,
 KR1670'TURN VERY SHARP LEFT UP SMALL BANK ON TRACK ROAD, GO EASTERLY
 KR1670'0.65 MILE TO INTERSECTION WITH A TRACK ROAD E.T.T., PACK
 KR1670'SOUTHERLY UP GRADE TO TOP OF HILL AND STATION SITE.  5 MINUTE
 KR1670'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0441 ***********************************************************************
 MU0441  DESIGNATION -  BUCK
 MU0441  PID         -  MU0441
 MU0441  STATE/COUNTY-  NV/HUMBOLDT
 MU0441  USGS QUAD   -  BUCKSKIN MOUNTAIN (1991)
 MU0441
 MU0441                         *CURRENT SURVEY CONTROL
 MU0441  ___________________________________________________________________
 MU0441* NAD 83(1994)-  41 47 22.06750(N)    117 33 09.73314(W)     ADJUSTED  
 MU0441* NAVD 88     -      2665.3    (meters)    8744.     (feet)  VERTCON   
 MU0441  ___________________________________________________________________
 MU0441  LAPLACE CORR-          10.90  (seconds)                    DEFLEC99
 MU0441  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 MU0441
 MU0441  HORZ ORDER  -  THIRD
 MU0441
 MU0441.The horizontal coordinates were established by classical geodetic methods
 MU0441.and adjusted by the National Geodetic Survey in June 1998..
 MU0441
 MU0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0441
 MU0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0441
 MU0441.The geoid height was determined by GEOID03.
 MU0441
 MU0441;                    North         East     Units Scale Factor Converg.
 MU0441;SPC NV W     - 4,781,829.269   885,661.301   MT  0.99999027   +0 41 12.7
 MU0441;SPC NV W     -15,688,384.86  2,905,707.12   sFT  0.99999027   +0 41 12.7
 MU0441;UTM  11      - 4,626,548.606   454,075.744   MT  0.99962595   -0 22 06.0
 MU0441
 MU0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0441!SPC NV W     -   0.99958502  x   0.99999027  =   0.99957529
 MU0441!UTM  11      -   0.99958502  x   0.99962595  =   0.99921112
 MU0441
 MU0441                          SUPERSEDED SURVEY CONTROL
 MU0441
 MU0441  NAD 83(1991)-  41 47 22.06980(N)    117 33 09.72888(W) AD(       ) 3
 MU0441  NAD 83(1986)-  41 47 22.07736(N)    117 33 09.72937(W) AD(       ) 3
 MU0441  NAD 27      -  41 47 22.48800(N)    117 33 06.22900(W) AD(       ) 3
 MU0441  NGVD 29 (07/19/86) 2664.0    (m)         8740.     (f) VERT ANG       
 MU0441
 MU0441.Superseded values are not recommended for survey control.
 MU0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0441.See file dsdata.txt to determine how the superseded data were derived.
 MU0441
 MU0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG5407626549(NAD 83)
 MU0441_MARKER: H = DRILL HOLE
 MU0441_SETTING: 80 = SET IN A BOULDER
 MU0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0441+STABILITY: SURFACE MOTION
 MU0441
 MU0441  HISTORY     - Date     Condition        Report By
 MU0441  HISTORY     - 1956     MONUMENTED       NVDH
 MU0441  HISTORY     - 1956     GOOD             CGS
 MU0441
 MU0441                          STATION DESCRIPTION
 MU0441
 MU0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MU0441'THE STATION MARK IS A DRILL HOLE IN CAP ROCK, UNDER AN 8 FT
 MU0441'ROCK CAIRN, ON THE HIGHEST POINT OF A LIGHT COLORED MOUNTAIN
 MU0441'KNOWN AS BUCKSKIN MTN.  SOME LARGE ROCKS PROTUDE ABOVE THE
 MU0441'GROUND NEAR THE STATION, BUT THE CAIRN IS CLEARLY DEFINED.
 MU0441'THE STATION IS ABOUT 16 MILES SOUTH OF THE OREGON-NEVADA
 MU0441'STATE LINE, 9 MILES SOUTHEAST OF MC DERMITT, AND ABOUT 1
 MU0441'MILE WEST OF THE OLD BUCKSKIN MINE.
 MU0441'
 MU0441'TO REACH THE STATION FROM THE MARTIN CREEK RANGER STATION,
 MU0441'16.5 MILES NORTHERLY FROM PARADISE VALLEY, NEVADA, DRIVE NORTH
 MU0441'ALONG A GRADED ROAD FOR 5.1 MILES TO A FORK, TAKE THE LEFT
 MU0441'FORK FOR 4.2 MILES TO BUCKSKIN SUMMIT AND A FORK, TAKE THE
 MU0441'RIGHT FORK UP A STEEP GRADE FOR 1.6 MILES TO THREE HOUSES ON
 MU0441'THE RIGHT, CONTINUE AHEAD FOR 0.25 MILE TO A FORK, TAKE THE
 MU0441'LEFT FORK FOR 1.0 MILE TO A FORK, TAKE THE LEFT FORK FOR 0.05
 MU0441'MILE TO THE MINE BUILDINGS, CONTINUE AHEAD AROUND A SHARP
 MU0441'TURN AND UP THE SWITCHBACKS, STAYING ON THE NORTHERLY SIDE OF
 MU0441'THE MOUNTAIN, FOR 0.55 MILE TO THE TOP OF THE MOUNTAIN AND
 MU0441'THE STATION.  A 4-WHEEL DRIVE VEHICLE IS REQUIRED TO DRIVE
 MU0441'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0331 ***********************************************************************
 JP0331  DESIGNATION -  BUCK
 JP0331  PID         -  JP0331
 JP0331  STATE/COUNTY-  NV/WHITE PINE
 JP0331  USGS QUAD   -  GARRISON (1987)
 JP0331
 JP0331                         *CURRENT SURVEY CONTROL
 JP0331  ___________________________________________________________________
 JP0331* NAD 83(1994)-  38 53 06.26545(N)    114 06 27.67216(W)     ADJUSTED  
 JP0331* NAVD 88     -      2088.8    (meters)    6853.     (feet)  VERTCON   
 JP0331  ___________________________________________________________________
 JP0331  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 JP0331  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 JP0331
 JP0331  HORZ ORDER  -  THIRD
 JP0331
 JP0331.The horizontal coordinates were established by classical geodetic methods
 JP0331.and adjusted by the National Geodetic Survey in June 1998..
 JP0331
 JP0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0331
 JP0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0331
 JP0331.The geoid height was determined by GEOID03.
 JP0331
 JP0331;                    North         East     Units Scale Factor Converg.
 JP0331;SPC NV E     - 8,459,876.387   328,026.723   MT  1.00010177   +0 55 35.3
 JP0331;SPC NV E     -27,755,444.45  1,076,201.01   sFT  1.00010177   +0 55 35.3
 JP0331;UTM  11      - 4,308,000.209   750,877.931   MT  1.00037510   +1 48 59.9
 JP0331
 JP0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0331!SPC NV E     -   0.99967560  x   1.00010177  =   0.99977734
 JP0331!UTM  11      -   0.99967560  x   1.00037510  =   1.00005058
 JP0331
 JP0331:                Primary Azimuth Mark                     Grid Az
 JP0331:SPC NV E     -  BOUNDARY MP 165 NV UT                    036 16 14.3
 JP0331:UTM  11      -  BOUNDARY MP 165 NV UT                    035 22 49.7
 JP0331
 JP0331|---------------------------------------------------------------------|
 JP0331| PID    Reference Object                     Distance      Geod. Az  |
 JP0331|                                                           dddmmss.s |
 JP0331| JP0329 BOUNDARY MP 165 NV UT               APPROX. 8.4 KM 0371149.6 |
 JP0331|---------------------------------------------------------------------|
 JP0331
 JP0331                          SUPERSEDED SURVEY CONTROL
 JP0331
 JP0331  NAD 83(1994)-  38 53 06.26542(N)    114 06 27.67217(W) AD(       ) 3
 JP0331  NAD 83(1986)-  38 53 06.25464(N)    114 06 27.67417(W) AD(       ) 3
 JP0331  NAD 27      -  38 53 06.43846(N)    114 06 24.71228(W) AD(       ) 3
 JP0331  NGVD 29 (07/19/86) 2087.6    (m)         6849.     (f) VERT ANG       
 JP0331
 JP0331.Superseded values are not recommended for survey control.
 JP0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0331.See file dsdata.txt to determine how the superseded data were derived.
 JP0331
 JP0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD5087808000(NAD 83)
 JP0331_MARKER: DD = SURVEY DISK
 JP0331_SETTING: 66 = SET IN ROCK OUTCROP
 JP0331_SP_SET: SET IN ROCK OUTCROP
 JP0331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0331+STABILITY: POSITION/ELEVATION WELL
 JP0331
 JP0331  HISTORY     - Date     Condition        Report By
 JP0331  HISTORY     - 1946     MONUMENTED       USGS
 JP0331  HISTORY     - 1946     GOOD             USGS
 JP0331
 JP0331                          STATION DESCRIPTION
 JP0331
 JP0331'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 JP0331'LOCATED ABOUT 5 MI. W. OF GARRISON, UTAH, 1 MI. N. OF RANCH IN BOTTOM
 JP0331'OF BIG WASH, ON HIGHEST PART OF RATHER PROMINENT TOP.
 JP0331'
 JP0331'TO REACH FROM GENERAL STORE IN GARRISON, UTAH, DRIVE S. FOR 0.2 MI. TO
 JP0331'RD. RIGHT (W.), TURN RIGHT (W.) FOR 0.2 MI. TO RD. FORKS, TAKE LEFT
 JP0331'FORK 4.8 MI. ALONG MAIN TRAVELED RD. TO DIM RD. FORKS LEFT LEADING UP
 JP0331'CANYON, TURN LEFT UP CANYON 0.2 MI. KEEPING ON MAIN TRAVELED RD. TO
 JP0331'SADDLE AND END TRUCK TRAVEL.  PACK E. UP RIDGE ABOUT 0.2 MI. TO
 JP0331'HIGHEST POINT AND STATION.
 JP0331'
 JP0331'STATION MARK--STANDARD TABLET, STAMPED ---BUCK 1946---, CEMENTED IN
 JP0331'ROCK OUTCROP.
 JP0331'
 JP0331'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, IN BLAZE ON N. SIDE OF
 JP0331'SCRUB JUNIPER TREE.
 JP0331'
 JP0331'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN BLAZE ON NW. SIDE OF
 JP0331'SCRUB JUNIPER TREE.
 JP0331
 JP0331                          STATION RECOVERY (1946)
 JP0331
 JP0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 JP0331'LOCATED ABOUT 5 MI. W. OF GARRISON, UTAH, 1 MI. N. OF RANCH IN BOTTOM
 JP0331'OF BIG WASH, ON HIGHEST PART OF RATHER PROMINENT TOP.
 JP0331'
 JP0331'TO REACH FROM GENERAL STORE IN GARRISON, UTAH, DRIVE S. FOR 0.2 MI.
 JP0331'TO RD. RIGHT (W.), TURN RIGHT (W.) FOR 0.2 MI. TO RD. FORKS, TAKE
 JP0331'LEFT FORK 4.8 MI. ALONG MAIN-TRAVELED RD. TO DIM RD. FORKS LEFT
 JP0331'LEADING UP CANYON, TURN LEFT UP CANYON 0.2 MI. KEEPING ON
 JP0331'MAIN-TRAVELED RD. TO SADDLE AND END TRUCK TRAVEL.  PACK E. UP RIDGE
 JP0331'ABOUT 0.2 MI. TO HIGHEST POINT AND STATION.
 JP0331'
 JP0331'STATION MARK  STANDARD TABLET--STAMPED BUCK 1946--CEMENTED IN
 JP0331'ROCK OUTCROP.
 JP0331'
 JP0331'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN BLAZE ON NORTH SIDE
 JP0331'OF SCRUB JUNIPER TREE, 23.29 FT. FROM STATION MARK IN 20 DEGREES
 JP0331'18 MINUTES.
 JP0331'
 JP0331'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN BLAZE ON NORTHWEST
 JP0331'SIDE OF SCRUB JUNIPER TREE, 26.84 FT. FROM STATION MARK IN 296
 JP0331'DEGREES 53 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0428 ***********************************************************************
 KP0428  DESIGNATION -  BUCK
 KP0428  PID         -  KP0428
 KP0428  STATE/COUNTY-  NV/WHITE PINE
 KP0428  USGS QUAD   -  BUCK MOUNTAIN WEST (1990)
 KP0428
 KP0428                         *CURRENT SURVEY CONTROL
 KP0428  ___________________________________________________________________
 KP0428* NAD 83(1994)-  39 39 38.43230(N)    115 37 36.21733(W)     ADJUSTED  
 KP0428* NAVD 88     -      2793.1    (meters)    9164.     (feet)  VERTCON   
 KP0428  ___________________________________________________________________
 KP0428  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 KP0428  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 KP0428
 KP0428  HORZ ORDER  -  FIRST
 KP0428
 KP0428.The horizontal coordinates were established by classical geodetic methods
 KP0428.and adjusted by the National Geodetic Survey in June 1998..
 KP0428
 KP0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0428
 KP0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0428
 KP0428.The geoid height was determined by GEOID03.
 KP0428
 KP0428;                    North         East     Units Scale Factor Converg.
 KP0428;SPC NV E     - 8,544,941.451   196,276.540   MT  0.99990017   -0 01 39.7
 KP0428;SPC NV E     -28,034,528.74    643,950.61   sFT  0.99990017   -0 01 39.7
 KP0428;UTM  11      - 4,390,997.770   617,802.447   MT  0.99977085   +0 52 35.7
 KP0428
 KP0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0428!SPC NV E     -   0.99956517  x   0.99990017  =   0.99946538
 KP0428!UTM  11      -   0.99956517  x   0.99977085  =   0.99933612
 KP0428
 KP0428|---------------------------------------------------------------------|
 KP0428| PID    Reference Object                     Distance      Geod. Az  |
 KP0428|                                                           dddmmss.s |
 KP0428| DC9885 BUCK RM 1                            10.698 METERS 24606     |
 KP0428| DC9884 BUCK AZ MK                                         3152659.8 |
 KP0428| DC9886 BUCK RM 2                             5.105 METERS 32120     |
 KP0428| KP0429 MOORE                               APPROX. 5.0 KM 3502626.5 |
 KP0428|---------------------------------------------------------------------|
 KP0428
 KP0428                          SUPERSEDED SURVEY CONTROL
 KP0428
 KP0428  NAD 83(1986)-  39 39 38.42918(N)    115 37 36.21495(W) AD(       ) 1
 KP0428  NAD 27      -  39 39 38.68283(N)    115 37 33.05108(W) AD(       ) 1
 KP0428  NGVD 29 (07/19/86) 2791.8    (m)         9159.     (f) VERT ANG       
 KP0428
 KP0428.Superseded values are not recommended for survey control.
 KP0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0428.See file dsdata.txt to determine how the superseded data were derived.
 KP0428
 KP0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD1780290998(NAD 83)
 KP0428_MARKER: DS = TRIANGULATION STATION DISK
 KP0428_SETTING: 66 = SET IN ROCK OUTCROP
 KP0428
 KP0428  HISTORY     - Date     Condition        Report By
 KP0428  HISTORY     - 1938     MONUMENTED       CGS
 KP0428  HISTORY     - 1939     GOOD             CGS
 KP0428  HISTORY     - 1947     GOOD             CGS
 KP0428  HISTORY     - 1967     GOOD             CGS
 KP0428
 KP0428                          STATION DESCRIPTION
 KP0428
 KP0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (ACT)
 KP0428'STATION BUCK (1938) LIES ABOUT 25 MILES NE OF EUREKA ON THE S
 KP0428'END OF THE MAIN RIDGE KNOWN AS BUCK MOUNTAIN.  ALSO ABOUT 9.5
 KP0428'MILES SE OF THE STRAWBERRY POST OFFICE.
 KP0428'
 KP0428'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN A
 KP0428'DRILL HOLE IN OUTCROPPING BEDROCK.
 KP0428'
 KP0428'ALL MARKS ARE STANDARD BRONZE DISKS AND STAMPED, BUCK 1938.
 KP0428'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER THAN STATION MARK.
 KP0428'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER.
 KP0428'
 KP0428'REACHED AS FOLLOWS FROM EUREKA--GO 14.0 MILES S AND E ON U.S.
 KP0428'HIGHWAY NO. 50, TURN LEFT ON A GRADED DIRT ROAD, GO 17.1 MILES TO
 KP0428'THE HANDLEY RANCH, CONTINUE FOR 7.6 MILES TO THE POST OFFICE AT
 KP0428'STRAWBERRY, TURN RIGHT, E, ON AN OLD ROAD, GO 0.4 MILE, TAKE
 KP0428'RIGHT FORK, GO 4.2 MILES ACROSS A DRY LAKE BED, TAKE LEFT
 KP0428'FORK, GO 0.9 MILE ALONG THE FENCE, TURN LEFT THROUGH A GATE,
 KP0428'N, GO 0.1 MILE TO WHAT IS KNOWN AS THE OLD MOORE STAGE
 KP0428'DEPOT, FROM THE RANCH GO S FOR 4.0 MILES AND PASS AN OLD ROCK
 KP0428'HOUSE, GO 0.8 MILE MORE ON THE OLD STAGE ROAD AND TURN LEFT ON
 KP0428'AN OLD WOOD ROAD AND FOLLOW SAME FOR 1.0 MILE ACROSS THE
 KP0428'CANYON AND THENCE TO RIDGE RUNNING E.  FROM HERE PACK UP RIDGE IN
 KP0428'AN EASTERLY DIRECTION ON A VERY STEEP OLD ROAD THAN CANNOT BE
 KP0428'TRAVELED BY TRUCK.  FROM THE END OF THE OLD ROAD FOLLOW UP THE
 KP0428'MAIN RIDGE TO THE SUMMIT BUCK MOUNTAIN.  FROM THE SUMMIT GO NE
 KP0428'TO THE HIGHEST POINT AND STATION.  THERE IS ANOTHER HIGH POINT OF
 KP0428'APPROXIMATELY THE SAME ELEVATION 1.0 MILE NE OF THE STATION.
 KP0428'PACK OF 1-1/2 TO 2 HOURS.
 KP0428'
 KP0428'NOTE--DRY LAKE BED CANNOT BE TRAVELED IN WET WEATHER.
 KP0428
 KP0428                          STATION RECOVERY (1939)
 KP0428
 KP0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 KP0428'STATION IS LOCATED ABOUT 11 MILES SE OF STRAWBERRY POST OFFICE
 KP0428'ON A PEAK LOCALLY KNOWN AS BUCK MOUNTAIN.  STATION IS ON THE
 KP0428'HIGHEST PEAK OF A RANGE OF MOUNTAINS ON THE E SIDE OF NEWARK
 KP0428'VALLEY, ABOUT 13 MILES N OF U.S. HIGHWAY NO. 50, ABOUT 12 MILES
 KP0428'NE OF HANDLEY RANCH, AND ABOUT 25 MILES ENE OF EUREKA.
 KP0428'
 KP0428'STATION IS MARKED BY A STANDARD DISK SET IN BEDROCK ON TOP
 KP0428'OF THE HIGHEST POINT OF A BARE PEAK, WHICH IS ABOUT 50 YARDS LONG
 KP0428'IN THE NE AND SW DIRECTION AND ABOUT 10 YARDS WIDE WITH RIM
 KP0428'ROCK 10 FEET HIGH ON ALL SIDES.  STAMPED BUCK 1938.
 KP0428'
 KP0428'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN BEDROCK ABOUT
 KP0428'35 FEET SW OF STATION, ABOUT 15 FEET NW OF SE RIM OF PEAK ABOUT
 KP0428'6 INCHES LOWER THAN STATION MARK, STAMPED BUCK NO. 1, 1938.
 KP0428'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN BEDROCK ABOUT 17
 KP0428'FEET NNW OF STATION ON THE NW SLOPE OF PEAK, ABOUT 10 FEET SE OF
 KP0428'THE NW RIM OF PEAK, ABOUT 2 FEET LOWER THAN STATION MARK,
 KP0428'STAMPED BUCK NO. 2, 1938.
 KP0428'
 KP0428'AZIMUTH TO STATION IS TRIANGULATION STATION MOORE, ABOUT 3
 KP0428'MILES NNW ON TOP OF A SMALL ROCKY PEAK, AND ABOUT 200 FEET
 KP0428'LOWER THAN STATION.
 KP0428'
 KP0428'REACHED FROM EUREKA BY GOING S AND E ON U.S. HIGHWAY NO. 50
 KP0428'FOR 14.0 MILES.  TURN LEFT, N, ON A GRADED ROAD, FOLLOW THE
 KP0428'GRADED ROAD FOR 13.9 MILES TO FORKS AND SIGN READING NEWARK - ELY
 KP0428'68 MILES.  TURN RIGHT E, ON DIRT ROAD FOR 7.0 MILES TO FORKS.
 KP0428'TAKE LEFT FORK NE, ON TRACK ROAD FOR 1.0 MILE TO CROSSROADS.
 KP0428'TAKE LEFT FORK, N, FOR 3.9 MILES TO FORKS.  TAKE LEFT FORK, NW,
 KP0428'FOR 3.7 MILES TO FORKS.  TAKE RIGHT FORK, N, FOR 1.4 MILES TO
 KP0428'CORRAL ON RIGHT, E, AND T-ROAD.  TURN LEFT ON TRACK ROAD W AND
 KP0428'NW AND FOLLOW FOR 5.7 MILES TO A DIM ROAD LEADING E UP INTO
 KP0428'CANYON.  TURN RIGHT, E, ON DIM ROAD FOR 1.1 MILES TO BASE OF
 KP0428'MOUNTAIN AND END OF TRUCK TRAVEL.  PACK UP IN AN EASTERLY
 KP0428'DIRECTION TO TOP OF RIDGE.  PACK ALONG TOP OF RIDGE IN A NE
 KP0428'DIRECTION FOR ABOUT 1 MILE TO HIGHEST POINT ON RIDGE
 KP0428'AND STATION.  A PACK OF 2-1/4 HOURS.
 KP0428'
 KP0428'STATION CAN BE REACHED FROM EUREKA VIA STRAWBERRY POST OFFICE
 KP0428'AS FOLLOWS--GO 14.0 MILES S AND E ON U.S. HIGHWAY NO. 50.
 KP0428'TURN LEFT ON A GRADED ROAD FOR 17.1 MILES TO THE HANDLEY RANCH.
 KP0428'CONTINUE FOR 7.6 MILES TO THE POST OFFICE AT STRAWBERRY.  TURN
 KP0428'RIGHT, E, ON AN OLD ROAD, GO 0.4 MILE.  TAKE RIGHT FORK FOR
 KP0428'4.2 MILES ACROSS A DRY LAKE BED.  TAKE LEFT FORK FOR 0.9 MILE
 KP0428'ALONG THE FENCE.  TURN LEFT THROUGH A GATE, N, FOR 0.1 MILE
 KP0428'TO WHAT IS KNOWN AS THE OLD MOORE STAGE DEPOT.  FROM THE DEPOT
 KP0428'GO S FOR 4.0 MILES AND PASS AN OLD ROCK HOUSE.  GO 0.8 MILE MORE
 KP0428'ON THE OLD STAGE ROAD AND TURN LEFT ON A VERY DIM TRACK ROAD
 KP0428'LEADING UP INTO A CANYON.  FOLLOW DIM TRACK ROAD E FOR 1.1
 KP0428'MILES TO END OF ROAD.  PACK UP IN AN EASTERLY DIRECTION TO TOP
 KP0428'OF RIDGE.  PACK ALONG TOP OF RIDGE IN A NE DIRECTION FOR
 KP0428'ABOUT 1 MILE TO HIGHEST POINT ON RIDGE AND STATION.  A PACK
 KP0428'OF 2-1/4 HOURS.
 KP0428'
 KP0428'NOTE--DRY LAKE BED MENTIONED IN DESCRIPTION CANNOT BE TRAVELED IN
 KP0428'WET WEATHER.
 KP0428
 KP0428                          STATION RECOVERY (1947)
 KP0428
 KP0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FAR)
 KP0428'STATION IS ABOUT 25 MILES NORTHEAST OF EUREKA, ABOUT 13 MILES
 KP0428'NORTH OF U.S. HIGHWAY 50, ABOUT 12 MILES NORTHEAST OF HANDLEY RANCH,
 KP0428'ABOUT 11 MILES SOUTHEAST OF THE POST OFFICE AT STRAWBERRY, AND ON
 KP0428'A PEAK LOCALLY KNOWN AS BUCK MOUNTAIN.
 KP0428'
 KP0428'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  IT IS
 KP0428'A STANDARD DISK, STAMPED BUCK 1938 AND SET IN BEDROCK ON THE
 KP0428'HIGHEST POINT OF A BARE PEAK ABOUT 50 YARDS LONG IN THE
 KP0428'NORTHEAST-SOUTHWEST DIRECTION, ABOUT 10 YARDS WIDE, AND
 KP0428'SURROUNDED BY RIM ROCK ABOUT 10 FEET HIGH.
 KP0428'
 KP0428'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED AND IN GOOD
 KP0428'CONDITION.  IT IS A STANDARD DISK, STAMPED BUCK NO 1 1938 AND SET
 KP0428'IN BEDROCK ABOUT 35 FEET SOUTHWEST OF THE STATION, 15 FEET
 KP0428'NORTHWEST OF THE SOUTHEAST RIM OF THE PEAK, AND ABOUT 6 INCHES
 KP0428'LOWER THAN THE STATION.
 KP0428'
 KP0428'REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 KP0428'IT IS A STANDARD DISK, STAMPED BUCK NO 2 1938 AND SET IN BEDROCK
 KP0428'17 FEET NORTH-NORTHWEST OF THE STATION, ON THE NORTHWEST SLOPE OF
 KP0428'THE PEAK, 10 FEET SOUTHEAST OF THE NORTHWEST RIM, AND ABOUT 2 FEET
 KP0428'LOWER THAN THE STATION.
 KP0428'
 KP0428'TRIANGULATION STATION MOORE SERVES AS THE AZIMUTH MARK.
 KP0428'
 KP0428'TO REACH STATION FROM EUREKA, GO 14.0 MILES SOUTH AND EAST
 KP0428'ON U.S. HIGHWAY 50.  TURN LEFT ON A GRADED ROAD FOR 17.1 MILES TO
 KP0428'HANDLEY RANCH.  CONTINUE FOR 7.6 MILES TO THE POST OFFICE AT
 KP0428'STRAWBERRY.  TURN RIGHT (EAST) ON AN OLD ROAD FOR 0.4 MILE.
 KP0428'TAKE RIGHT FORK FOR 4.2 MILES ACROSS A DRY LAKE BED.  TAKE
 KP0428'LEFT FORK FOR 0.9 MILE ALONG A FENCE.  TURN LEFT THROUGH A GATE
 KP0428'FOR 0.1 MILE TO THE OLD MOORE STAGE DEPOT.  GO SOUTH FOR 2
 KP0428'MILES AND PASS THE REMAINS OF AN OLD ROCK HOUSE.  GO 0.8 MILE
 KP0428'MORE ON THE OLD STAGE ROAD AND TURN LEFT ON A VERY DIM TRACK
 KP0428'ROAD LEADING UP A CANYON--FOLLOW DIM TRACK ROAD EAST FOR 1.1
 KP0428'MILES TO END OF ROAD.  PACK EASTERLY TO THE TOP OF THE RIDGE,
 KP0428'THENCE NORTHEASTERLY ALONG TOP OF RIDGE ABOUT 1 MILE TO
 KP0428'HIGHEST POINT AND THE STATION.
 KP0428
 KP0428                          STATION RECOVERY (1967)
 KP0428
 KP0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0428'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 KP0428'GOOD CONDITION.  DUE TO ROAD CHANGES A NEW AND COMPLETE DESCRIPTION
 KP0428'FOLLOWS.  A AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 KP0428'
 KP0428'STATION IS ABOUT 45 MILES NORTHWEST OF ELY, 25 MILES NORTHEAST OF
 KP0428'EUREKA, 13 MILES NORTH OF U.S. HIGHWAY 50 AND ON THE PEAK LOCALLY
 KP0428'KNOWN AS BUCK MOUNTAIN.
 KP0428'
 KP0428'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 KP0428'IT IS A STANDARD DISK, STAMPED BUCK 1938 AND IS SET IN
 KP0428'BEDROCK ON THE HIGHEST POINT OF A BARE PEAK, ABOUT 50 YARDS
 KP0428'LONG IN THE NORTHEAST-SOUTHWEST DIRECTION, ABOUT 10 YARDS
 KP0428'WIDE AND SURROUNDED BY RIM ROCK ABOUT 10 FEET HIGH.
 KP0428'
 KP0428'REFERENCE MARK 1 WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT
 KP0428'IS A STANDARD REFERENCE DISK, STAMPED BUCK NO 1 1938 AND IS SET
 KP0428'IN BEDROCK 15 FEET NORTHWEST OF THE SOUTHEAST RIM OF THE PEAK,
 KP0428'AND ABOUT 6 INCHES LOWER THAN THE STATION.
 KP0428'
 KP0428'REFERENCE MARK 2 WAS RECOVERED AND FOUND IN GOOD CONDITION.
 KP0428'IT IS A STANDARD REFERENCE DISK, STAMPED BUCK NO 2 1938 AND IS
 KP0428'SET IN BEDROCK ON THE NORTHWEST SLOPE OF THE PEAK, 10 FEET
 KP0428'SOUTHEAST OF THE NORTHWEST RIM AND ABOUT 2 FEET LOWER THAN THE
 KP0428'STATION.
 KP0428'
 KP0428'AZIMUTH MARK, IS A STANDARD DISK, STAMPED BUCK 1938 1967
 KP0428'CEMENTED IN A DRILL HOLE SET IN BEDROCK, SET ON THE EAST EDGE
 KP0428'OF A LOW ROCKY HILL WEST OF A LOW SADDLE, 6 FEET WEST OF A
 KP0428'METAL WITNESS POST.
 KP0428'
 KP0428'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 KP0428'44 ABOUT 5 MILES WEST OF ELY, GO WESTERLY ON U.S. HIGHWAY 50
 KP0428'FOR 26.0 MILE TO A GRAVELED ROAD RIGHT AND SIGN RUBY MARSHES
 KP0428'67 MILES.  TURN RIGHT AND GO NORTHERLY ON GRAVELED ROAD
 KP0428'FOR 4.3 MILES TO A FORK.  TAKE THE LEFT FORK AND GO NORTHERLY ON
 KP0428'ON MAIN GRAVELED ROAD FOR 11.3 MILES TO A BLADED SIDE ROAD LEFT
 KP0428'LEADING TO A GRAVEL PIT.  CONTINUE NORTHERLY ON THE MAIN ROAD
 KP0428'FOR 0.7 MILE TO A BLADED SIDE ROAD LEFT.  TURN LEFT AND GO
 KP0428'WEST-NORTHWEST ON BLADED ROAD FOR 3.65 MILES TO A WINDMILL AND A
 KP0428'WIRE CORRAL.  CONTINUE WEST-NORTHWEST ON MAIN ROAD FOR 3.2
 KP0428'MILES TO A WATER TANK ON THE LEFT.  CONTINUE WESTERLY ON MAIN
 KP0428'ROAD FOR 1.85 MILES TO A FORK, THIS IS JUST AFTER ROAD MAKES
 KP0428'A RIGHT ANGLE TURN.  TAKE THE RIGHT FORK AND GO NORTHERLY
 KP0428'ON BLADED ROAD FOR 2.05 MILES TO A FORK.  TAKE THE LEFT
 KP0428'FORK FOR 6.35 MILES TO A REVERSE FORK ON THE RIGHT.  CONTINUE
 KP0428'WEST FOR 1.9 MILES TO A SIDE ROAD LEFT.  CONTINUE WEST
 KP0428'FOR 0.05 MILE TO A TRACK SIDE ROAD LEFT.
 KP0428'
 KP0428'TURN LEFT AND FOLLOW TRACK ROAD FOR 0.25 MILE TO A T-ROAD
 KP0428'JUNCTION.  TURN LEFT AND GO SOUTHWESTERLY FOR 0.9 MILE TO A FORK.
 KP0428'TAKE THE LEFT FORK AND CONTINUE SOUTHWESTERLY FOR 1.5 MILES TO
 KP0428'A SIDE ROAD LEFT.  CONTINUE WESTERLY UP CANYON ON MAIN TRACK ROAD
 KP0428'FOR 2.45 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.6 MILE TO
 KP0428'A VERY DIM TRACK ROAD ON THE RIGHT TURN RIGHT AND GO WESTERLY
 KP0428'ON DIM TRACK ROAD ALONG A SMALL RIDGE, THEN BEAR RIGHT UP WASH
 KP0428'FOR A TOTAL OF 0.65 MILE TO THE TOP OF A NORTH-SOUTH RIDGE.
 KP0428'THE ROAD GOES UP THE WASH BUT IS HARD TO SEE IN PLACES.  TURN
 KP0428'LEFT AND GO SOUTH UP STEEP POINT.  CONTINUE SOUTHERLY ALONG
 KP0428'TOP OF RIDGE FOR 1.3 MILES TO A LOW SADDLE.  BEAR LEFT,
 KP0428'STAYING CLOSE TO THE EAST EDGE OF THE RIDGE AND FOLLOW A TRAIL
 KP0428'UP AND ACROSS THE RIDGE TO THE EAST SIDE, FOLLOW A TRAIL
 KP0428'SOUTHERLY ALONG THE TOP OF THE MOUNTAIN FOR 1.75 MILES TO THE
 KP0428'AZIMUTH MARK ON THE RIGHT.  CONTINUE UP THE MOUNTAIN FOR 0.6
 KP0428'MILE TO THE STATION ON THE HIGHEST POINT WHICH HAS A LEDGE
 KP0428'AROUND THE TOP.
 KP0428'
 KP0428'NOTE A LARGE 4-WH DRIVE TRUCK SHOULD BE USED TO REACH THIS
 KP0428'STATION.
 KP0428'
 KP0428'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 KP0428'
 KP0428'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--25 MILES NE
 KP0428'OF EUREKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0716 ***********************************************************************
 MU0716  DESIGNATION -  BUCK RESET
 MU0716  PID         -  MU0716
 MU0716  STATE/COUNTY-  NV/HUMBOLDT
 MU0716  USGS QUAD   -  BUCKSKIN MOUNTAIN (1991)
 MU0716
 MU0716                         *CURRENT SURVEY CONTROL
 MU0716  ___________________________________________________________________
 MU0716* NAD 83(1994)-  41 47 22.06750(N)    117 33 09.73314(W)     ADJUSTED  
 MU0716* NAVD 88     -      2665.3    (meters)    8744.     (feet)  VERTCON   
 MU0716  ___________________________________________________________________
 MU0716  LAPLACE CORR-          10.90  (seconds)                    DEFLEC99
 MU0716  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 MU0716
 MU0716  HORZ ORDER  -  THIRD
 MU0716
 MU0716.The horizontal coordinates were established by classical geodetic methods
 MU0716.and adjusted by the National Geodetic Survey in June 1998..
 MU0716
 MU0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0716
 MU0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0716
 MU0716.The geoid height was determined by GEOID03.
 MU0716
 MU0716;                    North         East     Units Scale Factor Converg.
 MU0716;SPC NV W     - 4,781,829.269   885,661.301   MT  0.99999027   +0 41 12.7
 MU0716;SPC NV W     -15,688,384.86  2,905,707.12   sFT  0.99999027   +0 41 12.7
 MU0716;UTM  11      - 4,626,548.606   454,075.744   MT  0.99962595   -0 22 06.0
 MU0716
 MU0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0716!SPC NV W     -   0.99958502  x   0.99999027  =   0.99957529
 MU0716!UTM  11      -   0.99958502  x   0.99962595  =   0.99921112
 MU0716
 MU0716|---------------------------------------------------------------------|
 MU0716| PID    Reference Object                     Distance      Geod. Az  |
 MU0716|                                                           dddmmss.s |
 MU0716| CS8495 BUCK RM 2                             5.194 METERS 10354     |
 MU0716| CS8494 BUCK RM 1                            12.558 METERS 29309     |
 MU0716|---------------------------------------------------------------------|
 MU0716
 MU0716                          SUPERSEDED SURVEY CONTROL
 MU0716
 MU0716  NAD 83(1991)-  41 47 22.06980(N)    117 33 09.72888(W) AD(       ) 3
 MU0716  NGVD 29 (11/09/93) 2664.0    (m)         8740.     (f) VERT ANG       
 MU0716
 MU0716.Superseded values are not recommended for survey control.
 MU0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0716.See file dsdata.txt to determine how the superseded data were derived.
 MU0716
 MU0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG5407626549(NAD 83)
 MU0716_MARKER: DD = SURVEY DISK
 MU0716_SETTING: 80 = SET IN A BOULDER
 MU0716_SP_SET: SET IN DRILL HOLE IN A BOULDER
 MU0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0716+STABILITY: SURFACE MOTION
 MU0716
 MU0716  HISTORY     - Date     Condition        Report By
 MU0716  HISTORY     - 1958     MONUMENTED       USGS
 MU0716  HISTORY     - 1975     GOOD             USGS
 MU0716
 MU0716                          STATION DESCRIPTION
 MU0716
 MU0716'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MU0716'LOCATED ABOUT 13 MI SE. OF MCDERMITT, ABOUT 20 FT W. OF HIGHEST
 MU0716'POINT AT ROCK OUTCROP, AT TOP OF BUCKSKIN MOUNTAIN.
 MU0716'
 MU0716'TO REACH FROM MCDERMITT, DRIVE 12.8 MI S. ON HWY. TO T-RD. WITH
 MU0716'SIGN BUCKSKIN 16.  TURN LEFT FOLLOWING MAIN GRAVEL RD. 12.6 MI
 MU0716'TO SADDLE AND Y-RD. WITH SIGN BUCKSKIN.  TURN LEFT 1.6 MI TO
 MU0716'RESIDENCE, CONTINUE 1.3 MI TO Y-RD.  TAKE LEFT FORK 0.1 MI TO RD.
 MU0716'X-ING.  TAKE SHARP LEFT 0.4 MI TO TOP AND STATION.  (2-WHEEL
 MU0716'DRIVE CAN MAKE THIS.)
 MU0716'
 MU0716'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---BUCK 1956 1958---,
 MU0716'CEMENTED IN DRILL HOLE IN LARGE ROCK.  (REPLACES INTERSECTED 1956
 MU0716'DRILL HOLE STATION BUCK NPD)
 MU0716'
 MU0716'RM 1--STANDARD BRONZE TABLET STAMPED---RM NO 1 1958---, CEMENTED IN
 MU0716'DRILL HOLE IN LARGE ROCK.
 MU0716'
 MU0716'RM 2--STANDARD BRONZE TABLET STAMPED---RM NO 2 1958---, CEMENTED IN
 MU0716'DRILL HOLE IN LARGE ROCK.
 MU0716
 MU0716                          STATION RECOVERY (1975)
 MU0716
 MU0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MU0716'RECOVERED AS DESCRIBED.  RMS NOT MEASURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0308 ***********************************************************************
 MV0308  DESIGNATION -  BUCKBRUSH
 MV0308  PID         -  MV0308
 MV0308  STATE/COUNTY-  NV/HUMBOLDT
 MV0308  USGS QUAD   -  KING LEAR PEAK NW (1990)
 MV0308
 MV0308                         *CURRENT SURVEY CONTROL
 MV0308  ___________________________________________________________________
 MV0308* NAD 83(1994)-  41 10 58.91832(N)    118 38 26.73367(W)     ADJUSTED  
 MV0308* NAVD 88     -      1221.03   (+/-2cm)    4006.0    (feet)  VERTCON   
 MV0308  ___________________________________________________________________
 MV0308  LAPLACE CORR-           9.94  (seconds)                    DEFLEC99
 MV0308  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 MV0308
 MV0308  HORZ ORDER  -  FIRST
 MV0308  VERT ORDER  -  THIRD ? (See Below)
 MV0308
 MV0308.The horizontal coordinates were established by classical geodetic methods
 MV0308.and adjusted by the National Geodetic Survey in June 1998..
 MV0308
 MV0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0308.The vertical order pertains to the NGVD 29 superseded value.
 MV0308
 MV0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0308
 MV0308.The geoid height was determined by GEOID03.
 MV0308
 MV0308;                    North         East     Units Scale Factor Converg.
 MV0308;SPC NV W     - 4,713,971.986   795,182.323   MT  0.99990029   -0 02 16.1
 MV0308;SPC NV W     -15,465,756.42  2,608,860.67   sFT  0.99990029   -0 02 16.1
 MV0308;UTM  11      - 4,560,373.371   362,389.524   MT  0.99983306   -1 04 50.0
 MV0308
 MV0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0308!SPC NV W     -   0.99981182  x   0.99990029  =   0.99971213
 MV0308!UTM  11      -   0.99981182  x   0.99983306  =   0.99964492
 MV0308
 MV0308:                Primary Azimuth Mark                     Grid Az
 MV0308:SPC NV W     -  PARROT PEAK HIGHEST POINT                034 52 29.8
 MV0308:UTM  11      -  PARROT PEAK HIGHEST POINT                035 55 03.7
 MV0308
 MV0308|---------------------------------------------------------------------|
 MV0308| PID    Reference Object                     Distance      Geod. Az  |
 MV0308|                                                           dddmmss.s |
 MV0308| MV0300 PARROT PEAK HIGHEST POINT           APPROX.24.8 KM 0345013.7 |
 MV0308| CD6992 BUCKBRUSH RM 1                        6.932 METERS 06354     |
 MV0308| CD6991 BUCKBRUSH AZ MK                                    0752123.4 |
 MV0308| CD6993 BUCKBRUSH RM 2                        8.120 METERS 33419     |
 MV0308|---------------------------------------------------------------------|
 MV0308
 MV0308                          SUPERSEDED SURVEY CONTROL
 MV0308
 MV0308  NAD 83(1986)-  41 10 58.92919(N)    118 38 26.73325(W) AD(       ) 1
 MV0308  NAD 27      -  41 10 59.28700(N)    118 38 23.14300(W) AD(       ) 1
 MV0308  NGVD 29 (07/19/86) 1219.99   (m)         4002.6    (f) LEVELING    3  
 MV0308
 MV0308.Superseded values are not recommended for survey control.
 MV0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0308.See file dsdata.txt to determine how the superseded data were derived.
 MV0308
 MV0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF6239060373(NAD 83)
 MV0308_MARKER: DS = TRIANGULATION STATION DISK
 MV0308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MV0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0308+STABILITY: SURFACE MOTION
 MV0308
 MV0308  HISTORY     - Date     Condition        Report By
 MV0308  HISTORY     - 1935     MONUMENTED       CGS
 MV0308  HISTORY     - 1965     GOOD             USGS
 MV0308
 MV0308                          STATION DESCRIPTION
 MV0308
 MV0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 MV0308'STATION IS ON A LOW SANDY BENCH ABOUT 1/2 MILE A LITTLE N
 MV0308'OF W FROM BUCKBRUSH SPRINGS.  THE SPRINGS ARE AT THE W BASE
 MV0308'OF KING LEAR MOUNTAIN, WHICH IS THE HIGHEST PEAK OF THE
 MV0308'JACKSON RANGE.  THE SPRINGS ARE ABOUT 1/2 MILE E OF THE ROAD
 MV0308'ALONG THE E SIDE OF THE DESERT AND ARE SURROUNDED BY A PROMINENT
 MV0308'BRUSHY AREA.  STATION IS ON THE MOST WESTERN POINT OF THE
 MV0308'SANDY BENCH WHICH RUNS WESTWARD FROM THE SPRINGS TO THE ROAD
 MV0308'AND IS 200 FEET E OF THE ROAD.  STATION IS 23 MILES N FROM
 MV0308'SULPHUR, AND 4 MILES WSW FROM KING LEAR MOUNTAIN.  STATION
 MV0308'AND REFERENCE MARKS ARE CONCRETE POSTS PROJECTING 1 FOOT
 MV0308'ABOVE GROUND.
 MV0308'
 MV0308'REACHED FROM SULPHUR AS FOLLOWS--GO N ON THE MAIN ROAD ALONG
 MV0308'THE E SIDE OF THE DESERT FOR 12.8 MILES TO THE HOT SPRINGS.
 MV0308'CONTINUE N ON THE ONLY ROAD FOR 10.4 MILES TO WHERE THE ROAD
 MV0308'PASSES THE W END OF THE SANDY BENCH.  TURN RIGHT AND GO ABOUT
 MV0308'200 FEET TO THE TOP OF THE BENCH AND THE STATION.  AZIMUTH
 MV0308'MARK IS ABOUT 1 MILE, AIRLINE, NE ON THE SIDE OF THE SLOPE
 MV0308'AND JUST TO THE N OF THREE PROMINENT BLACK OUTCROPS.  IT
 MV0308'IS IN DIRECT LINE WITH THE FIRST PEAK TO THE S OF KING LEAR
 MV0308'MOUNTAIN.
 MV0308
 MV0308                          STATION RECOVERY (1965)
 MV0308
 MV0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MV0308'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41118-3 STATION 1002.
 MV0308'STATION MARK--CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1321 ***********************************************************************
 JR1321  DESIGNATION -  BUCKLEY
 JR1321  PID         -  JR1321
 JR1321  STATE/COUNTY-  NV/MINERAL
 JR1321  USGS QUAD   -  RYAN CANYON (1987)
 JR1321
 JR1321                         *CURRENT SURVEY CONTROL
 JR1321  ___________________________________________________________________
 JR1321* NAD 83(1994)-  38 40 58.25584(N)    118 33 02.41371(W)     ADJUSTED  
 JR1321* NAVD 88     -      2405.4    (meters)    7892.     (feet)  VERTCON   
 JR1321  ___________________________________________________________________
 JR1321  LAPLACE CORR-           6.89  (seconds)                    DEFLEC99
 JR1321  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 JR1321
 JR1321  HORZ ORDER  -  THIRD
 JR1321
 JR1321.The horizontal coordinates were established by classical geodetic methods
 JR1321.and adjusted by the National Geodetic Survey in June 1998..
 JR1321
 JR1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1321
 JR1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1321
 JR1321.The geoid height was determined by GEOID03.
 JR1321
 JR1321;                    North         East     Units Scale Factor Converg.
 JR1321;SPC NV W     - 4,436,394.788   802,841.770   MT  0.99990010   +0 01 13.5
 JR1321;SPC NV W     -14,555,071.90  2,633,990.04   sFT  0.99990010   +0 01 13.5
 JR1321;UTM  11      - 4,282,723.838   365,123.713   MT  0.99982402   -0 58 09.6
 JR1321
 JR1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1321!SPC NV W     -   0.99962660  x   0.99990010  =   0.99952673
 JR1321!UTM  11      -   0.99962660  x   0.99982402  =   0.99945068
 JR1321
 JR1321:                Primary Azimuth Mark                     Grid Az
 JR1321:SPC NV W     -  CORY PK                                  217 48 50.6
 JR1321:UTM  11      -  CORY PK                                  218 48 13.7
 JR1321
 JR1321|---------------------------------------------------------------------|
 JR1321| PID    Reference Object                     Distance      Geod. Az  |
 JR1321|                                                           dddmmss.s |
 JR1321| JR1324 CORY PK                             APPROX.33.0 KM 2175004.1 |
 JR1321|---------------------------------------------------------------------|
 JR1321
 JR1321                          SUPERSEDED SURVEY CONTROL
 JR1321
 JR1321  NAD 83(1992)-  38 40 58.26020(N)    118 33 02.42184(W) AD(       ) 3
 JR1321  NGVD 29 (06/01/94) 2404.2    (m)         7888.     (f) VERT ANG       
 JR1321
 JR1321.Superseded values are not recommended for survey control.
 JR1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1321.See file dsdata.txt to determine how the superseded data were derived.
 JR1321
 JR1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC6512482724(NAD 83)
 JR1321_MARKER: DD = SURVEY DISK
 JR1321_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JR1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1321
 JR1321  HISTORY     - Date     Condition        Report By
 JR1321  HISTORY     - 1954     MONUMENTED       USGS
 JR1321
 JR1321                          STATION DESCRIPTION
 JR1321
 JR1321'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JR1321'LOCATED ABOUT 6 MI. NE. OF THORNE RAILROAD STATION AND 3.8 MI. SE.
 JR1321'OF ABANDONED BUCKLEY CAMP, ON HIGHEST POINT OF A LARGE ROUND TOP IN
 JR1321'A GROUP OF HILLS IN GILLIS RANGE.
 JR1321'
 JR1321'TO RECH FROM THORNE RAILROAD STATION, DRIVE E. ON RYAN CANYON RD. FOR
 JR1321'8 MI., THEN TURN LEFT AND CROSS WASH ON DIM TRACK RD. AND FOLLOW FOR
 JR1321'ABOUT 1 MI. NW. TO END OF RD.  POINT WAS REACHED BY JEEP BY FOLLOWING
 JR1321'RIDGE NE. ABOUT 1 MI. TO END OF JEEP TRAVEL.  WALK NW. ABOUT ANOTHER
 JR1321'MI. TO HIGHEST POINT IN GROUP OF HILLS AND STATION.
 JR1321'
 JR1321'STATION MARK--STANDARD ALUMINUM TABLET STAMPED----BUCKLEY
 JR1321'1954---CEMENTED IN SOLID ROCK.
 JR1321'
 JR1321'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN SOLID ROCK,
 JR1321'20.70 FT. FROM STATION MARK 12 DEGREES 31 MINUTES.
 JR1321'
 JR1321'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN SOLID ROCK,
 JR1321'21.73 FT. FROM STATION MARK 288 DEGREES 50 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1853 ***********************************************************************
 KR1853  DESIGNATION -  BUD
 KR1853  PID         -  KR1853
 KR1853  STATE/COUNTY-  NV/STOREY
 KR1853  USGS QUAD   -  MARTIN CANYON (1985)
 KR1853
 KR1853                         *CURRENT SURVEY CONTROL
 KR1853  ___________________________________________________________________
 KR1853* NAD 83(1994)-  39 28 18.45661(N)    119 26 39.55197(W)     ADJUSTED  
 KR1853* NAVD 88     -      2016.3    (meters)    6615.     (feet)  VERTCON   
 KR1853  ___________________________________________________________________
 KR1853  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 KR1853  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 KR1853
 KR1853  HORZ ORDER  -  THIRD
 KR1853
 KR1853.The horizontal coordinates were established by classical geodetic methods
 KR1853.and adjusted by the National Geodetic Survey in June 1998..
 KR1853
 KR1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1853
 KR1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1853
 KR1853.The geoid height was determined by GEOID03.
 KR1853
 KR1853;                    North         East     Units Scale Factor Converg.
 KR1853;SPC NV W     - 4,524,325.605   725,920.537   MT  0.99996754   -0 32 50.5
 KR1853;SPC NV W     -14,843,558.26  2,381,624.30   sFT  0.99996754   -0 32 50.5
 KR1853;UTM  11      - 4,371,986.167   289,742.489   MT  1.00014433   -1 33 15.9
 KR1853
 KR1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1853!SPC NV W     -   0.99968753  x   0.99996754  =   0.99965508
 KR1853!UTM  11      -   0.99968753  x   1.00014433  =   0.99983182
 KR1853
 KR1853|---------------------------------------------------------------------|
 KR1853| PID    Reference Object                     Distance      Geod. Az  |
 KR1853|                                                           dddmmss.s |
 KR1853| CS7080 BUD RM 1                              2.454 METERS 19455     |
 KR1853| CS7081 BUD RM 2                              9.080 METERS 26536     |
 KR1853|---------------------------------------------------------------------|
 KR1853
 KR1853                          SUPERSEDED SURVEY CONTROL
 KR1853
 KR1853  NAD 83(1992)-  39 28 18.46346(N)    119 26 39.54694(W) AD(       ) 3
 KR1853  NAD 83(1986)-  39 28 18.46669(N)    119 26 39.53706(W) AD(       ) 3
 KR1853  NGVD 29 (10/14/92) 2015.2    (m)         6612.     (f) VERT ANG       
 KR1853
 KR1853.Superseded values are not recommended for survey control.
 KR1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1853.See file dsdata.txt to determine how the superseded data were derived.
 KR1853
 KR1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8974271986(NAD 83)
 KR1853_MARKER: DS = TRIANGULATION STATION DISK
 KR1853_SETTING: 80 = SET IN A BOULDER
 KR1853_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KR1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1853+STABILITY: SURFACE MOTION
 KR1853
 KR1853  HISTORY     - Date     Condition        Report By
 KR1853  HISTORY     - 1956     MONUMENTED       USGS
 KR1853
 KR1853                          STATION DESCRIPTION
 KR1853
 KR1853'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KR1853'LOCATED ABOUT 16 MI ESE. OF SPARKS, 6 MI S. OF CLARK.  ON HIGHEST
 KR1853'PART OF SPARSELY WOODED RIDGE, HIGHEST POINT IN IMMEDIATE
 KR1853'VICINITY.
 KR1853'
 KR1853'TO REACH FROM SOUTH END OF BRIDGE OVER TRUCKEE RIVER AT CLARK
 KR1853'STATION, DRIVE 0.4 MI S. PAST EAGLE PICHER COMPANY MILL TO
 KR1853'CATTLEGUARD.  CONTINUE ON MINE RD. 1.5 MI TO Y-JCT.  TURN RIGHT
 KR1853'0.5 MI TO T-RD.  KEEP STRAIGHT AHEAD 4.4 MI TO Y-RD.  TAKE LEFT
 KR1853'FORK 3.4 MI TO SADDLE.  PACK NW. AROUND DEEP DRAW TO HIGHEST POINT
 KR1853'AND STATION.  ABOUT A 45-MINUTE PACK.
 KR1853'
 KR1853'STATION MARK--STANDARD TABLET STAMPED---BUD 1956---, CEMENTED IN
 KR1853'DRILL HOLE IN BOULDER 4 INCHES ABOVE GROUND.
 KR1853'
 KR1853'RM 1--STANDARD RM TABLET STAMPED---BUD NO 1 1956---, IN DRILL HOLE
 KR1853'IN ROCK.
 KR1853'
 KR1853'RM 2--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN ROCK
 KR1853'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0553 ***********************************************************************
 LS0553  DESIGNATION -  BUENA
 LS0553  PID         -  LS0553
 LS0553  STATE/COUNTY-  NV/PERSHING
 LS0553  USGS QUAD   -  STAR CREEK RANCH (1987)
 LS0553
 LS0553                         *CURRENT SURVEY CONTROL
 LS0553  ___________________________________________________________________
 LS0553* NAD 83(1994)-  40 30 01.38332(N)    118 00 49.87566(W)     ADJUSTED  
 LS0553* NAVD 88     -      1326.2    (meters)    4351.     (feet)  VERTCON   
 LS0553  ___________________________________________________________________
 LS0553  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 LS0553  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 LS0553
 LS0553  HORZ ORDER  -  THIRD
 LS0553
 LS0553.The horizontal coordinates were established by classical geodetic methods
 LS0553.and adjusted by the National Geodetic Survey in June 1998..
 LS0553
 LS0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0553
 LS0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0553
 LS0553.The geoid height was determined by GEOID03.
 LS0553
 LS0553;                    North         East     Units Scale Factor Converg.
 LS0553;SPC NV W     - 4,638,325.059   848,268.483   MT  0.99992867   +0 22 11.5
 LS0553;SPC NV W     -15,217,571.46  2,783,027.51   sFT  0.99992867   +0 22 11.5
 LS0553;UTM  11      - 4,483,791.045   414,091.990   MT  0.99969084   -0 39 30.6
 LS0553
 LS0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0553!SPC NV W     -   0.99979537  x   0.99992867  =   0.99972406
 LS0553!UTM  11      -   0.99979537  x   0.99969084  =   0.99948627
 LS0553
 LS0553|---------------------------------------------------------------------|
 LS0553| PID    Reference Object                     Distance      Geod. Az  |
 LS0553|                                                           dddmmss.s |
 LS0553| DB6408 BUENA RM 1                            8.636 METERS 04126     |
 LS0553| DB6409 BUENA RM 2                            6.308 METERS 14521     |
 LS0553| DB6407 BUENA AZ MK                                        3195341.9 |
 LS0553| LS0552 RADAR TWR 32 MI SW WINNEMUCCA       APPROX. 7.6 KM 3344622.3 |
 LS0553|---------------------------------------------------------------------|
 LS0553
 LS0553                          SUPERSEDED SURVEY CONTROL
 LS0553
 LS0553  NAD 83(1986)-  40 30 01.39010(N)    118 00 49.86701(W) AD(       ) 3
 LS0553  NAD 27      -  40 30 01.71760(N)    118 00 46.37710(W) AD(       ) 3
 LS0553  NGVD 29 (07/19/86) 1325.2    (m)         4348.     (f) VERT ANG       
 LS0553
 LS0553.Superseded values are not recommended for survey control.
 LS0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0553.See file dsdata.txt to determine how the superseded data were derived.
 LS0553
 LS0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME1409283791(NAD 83)
 LS0553_MARKER: DS = TRIANGULATION STATION DISK
 LS0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0553
 LS0553  HISTORY     - Date     Condition        Report By
 LS0553  HISTORY     - 1958     MONUMENTED       CGS
 LS0553
 LS0553                          STATION DESCRIPTION
 LS0553
 LS0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0553'THE STATION IS LOCATED AIRLINE ABOUT 33 MILES NORTHEAST OF
 LS0553'LOVELOCK, 13-1/2 MILES SOUTH SOUTHEAST OF MILL CITY, 7 MILES
 LS0553'EAST NORTHEAST OF UNIONVILLE, 3-1/2 MILES SOUTHEAST OF STAR
 LS0553'CREEK RANCH.  IT IS LOCATED IN ABOUT THE CENTER OF BUENA VISTA
 LS0553'VALLEY ON A LOW SAGE BRUSH COVERED RIDGE.
 LS0553'
 LS0553'TO REACH THE STATION FROM THE IMLAY RAILROAD DEPOT GO EAST ON
 LS0553'PAVED ROAD FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 LS0553'40.  TURN LEFT ON U.S. HIGHWAY 40 AND GO NORTHEAST FOR 3.45
 LS0553'MILES TO A GRAVELED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 LS0553'GO EAST FOR 1.35 MILES TO WHERE ROAD JOINS THE NEW ROAD, KEEP
 LS0553'STRAIGHT AHEAD ON THE NEW ROAD AND GO EAST AND SOUTH FOR
 LS0553'6.75 MILES TO A RADAR TOWER AND A CONCRETE BUILDING ON THE
 LS0553'RIGHT, CONTINUE STRAIGHT AHEAD SOUTH ON MAIN ROAD FOR 2.0 MILES
 LS0553'TO THE STAR CREEK RANCH BUILDINGS ON THE RIGHT, CONTINUE
 LS0553'STRAIGHT AHEAD SOUTH FOR 0.15 MILE TO A FORK AND A U.S. BENCH
 LS0553'MARK AND A WHITE WITNESS POST.  TURN LEFT AND GO EAST
 LS0553'FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 LS0553'SOUTHEAST ON THE MAIN ROAD FOR 0.55 MILE TO A DIM FORK ON
 LS0553'THE RIGHT.  TAKE THE LEFT FORK AND GO SOUTHEAST ON THE
 LS0553'MAIN ROAD FOR 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT,
 LS0553'CONTINUE STRAIGHT AHEAD SOUTHEAST ON MAIN ROAD FOR 0.65 MILE.
 LS0553'FROM HERE TURN LEFT ACROSS COUNTRY FOR 0.05 MILE TO
 LS0553'THE STATION MARKED BY A WHITE WITNESS POST.
 LS0553'
 LS0553'THE STATION MARK IS A STANDARD DISK STAMPED BUENA 1958 SET
 LS0553'IN THE TOP OF A 8-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT
 LS0553'6 INCHES ABOVE THE GROUND AND IS 5 FEET WEST SOUTHWEST OF A
 LS0553'WHITE WITNESS POST.
 LS0553'
 LS0553'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BUENA NO
 LS0553'1 1958 SET IN THE TOP OF A 10-INCH CONCRETE POST THAT PROJECTS
 LS0553'ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION
 LS0553'AS THE STATION.
 LS0553'
 LS0553'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BUENA NO 2
 LS0553'1958 SET IN THE TOP OF A 10-INCH CONCRETE POST THAT PROJECTS
 LS0553'ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT 1 FOOT LOWER THAN
 LS0553'THE STATION ELEVATION.
 LS0553'
 LS0553'THE AZIMUTH MARK IS LOCATED 0.05 MILE NORTH OF ROAD, 80 FEET
 LS0553'SOUTH OF THE RUINS OF AN OLD ROCK HOUSE AND ON THE TOP OF A
 LS0553'LOW, LIGHT COLORED, DIRT MOUND.  IT IS A STANDARD DISK STAMPED
 LS0553'BUENA 1958 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 LS0553'THAT PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0592 ***********************************************************************
 LS0592  DESIGNATION -  BUFF
 LS0592  PID         -  LS0592
 LS0592  STATE/COUNTY-  NV/PERSHING
 LS0592  USGS QUAD   -  ARABIA (1987)
 LS0592
 LS0592                         *CURRENT SURVEY CONTROL
 LS0592  ___________________________________________________________________
 LS0592* NAD 83(1994)-  40 21 36.03957(N)    118 23 19.33198(W)     ADJUSTED  
 LS0592* NAVD 88     -      1485.1    (meters)    4872.     (feet)  VERTCON   
 LS0592  ___________________________________________________________________
 LS0592  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 LS0592  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 LS0592
 LS0592  HORZ ORDER  -  SECOND
 LS0592
 LS0592.The horizontal coordinates were established by classical geodetic methods
 LS0592.and adjusted by the National Geodetic Survey in June 1998..
 LS0592
 LS0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0592
 LS0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0592
 LS0592.The geoid height was determined by GEOID03.
 LS0592
 LS0592;                    North         East     Units Scale Factor Converg.
 LS0592;SPC NV W     - 4,622,601.553   816,530.947   MT  0.99990336   +0 07 33.7
 LS0592;SPC NV W     -15,165,985.26  2,678,901.95   sFT  0.99990336   +0 07 33.7
 LS0592;UTM  11      - 4,468,641.662   382,083.683   MT  0.99977116   -0 53 57.9
 LS0592
 LS0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0592!SPC NV W     -   0.99977058  x   0.99990336  =   0.99967396
 LS0592!UTM  11      -   0.99977058  x   0.99977116  =   0.99954179
 LS0592
 LS0592:                Primary Azimuth Mark                     Grid Az
 LS0592:SPC NV W     -  SID                                      002 28 29.0
 LS0592:UTM  11      -  SID                                      003 30 00.6
 LS0592
 LS0592|---------------------------------------------------------------------|
 LS0592| PID    Reference Object                     Distance      Geod. Az  |
 LS0592|                                                           dddmmss.s |
 LS0592| LS0596 SID                                 APPROX. 8.2 KM 0023602.7 |
 LS0592| DB6410 BUFF RM 1                             9.042 METERS 16820     |
 LS0592| LS0580 LOVELOCK MUNICIPAL TANK             APPROX.21.3 KM 1992417.4 |
 LS0592| DB6411 BUFF RM 2                            12.172 METERS 25238     |
 LS0592|---------------------------------------------------------------------|
 LS0592
 LS0592                          SUPERSEDED SURVEY CONTROL
 LS0592
 LS0592  NAD 83(1986)-  40 21 36.04634(N)    118 23 19.32777(W) AD(       ) 2
 LS0592  NAD 27      -  40 21 36.38020(N)    118 23 15.79780(W) AD(       ) 2
 LS0592  NGVD 29 (07/19/86) 1484.1    (m)         4869.     (f) VERT ANG       
 LS0592
 LS0592.Superseded values are not recommended for survey control.
 LS0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0592.See file dsdata.txt to determine how the superseded data were derived.
 LS0592
 LS0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE8208468642(NAD 83)
 LS0592_MARKER: DS = TRIANGULATION STATION DISK
 LS0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0592_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LS0592
 LS0592  HISTORY     - Date     Condition        Report By
 LS0592  HISTORY     - 1957     MONUMENTED       CGS
 LS0592  HISTORY     - 1958     GOOD             CGS
 LS0592
 LS0592                          STATION DESCRIPTION
 LS0592
 LS0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0592'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHEAST OF
 LS0592'LOVELOCK AND ABOUT 4 MILES WEST OF U.S. HIGHWAY 40.  IT IS
 LS0592'ON THE SUMMIT OF A VERY PROMINENT HILL WHICH IS BUFF IN COLOR.
 LS0592'
 LS0592'TO REACH FROM THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 40
 LS0592'IN LOVELOCK, GO NORTHEAST ON U.S. HIGHWAY 40 FOR 10.3 MILES
 LS0592'TO A GRAVEL SIDE ROAD LEFT.  TURN LEFT (WEST) AND GO 2.0
 LS0592'MILES TO A FORK.  KEEP RIGHT FORK (WEST) AND GO 0.1 MILE TO
 LS0592'A FORK.  KEEP RIGHT FORK (WEST) AND GO 0.3 MILE TO A FORK
 LS0592'AT THE TOP OF A LOW MESA.  KEEP RIGHT FORK (NORTHWEST) AND
 LS0592'GO 1.3 MILES TO A SIDE ROAD RIGHT.  KEEP STRAIGHT AHEAD
 LS0592'(NORTHWEST) ON MAIN ROAD AND GO 0.2 MILE TO A SIDE ROAD LEFT.
 LS0592'KEEP STRAIGHT AHEAD (NORTHWEST) AND GO 0.5 MILE TO A TRACK
 LS0592'ROAD RIGHT.  TURN RIGHT (NORTH) AND FOLLOW TRACK ROAD FOR
 LS0592'0.65 MILE TO A VERY DIM TRACK ROAD LEFT.  TURN LEFT (WEST)
 LS0592'AND FOLLOW DIM TRACKS UP SIDE OF WASH AND OVER LOW HILL
 LS0592'FOR 0.35 MILE TO THE TOP OF A LOW SADDLE.  TURN RIGHT
 LS0592'(EAST) UP TO CREST OF RIDGE, THEN BEAR LEFT AND FOLLOW
 LS0592'CREST OF RIDGE NORTHERLY FOR 0.9 MILE TO STATION ON
 LS0592'HIGHEST POINT.
 LS0592'
 LS0592'ALL MARKS ARE STANDARD BRONZE DISKS.
 LS0592'
 LS0592'THE STATION MARK, STAMPED BUFF 1957, IS SET IN THE TOP OF
 LS0592'A CONCRETE CYLINDER WHICH PROJECTS 6 INCHES.
 LS0592'
 LS0592'REFERENCE MARK NO. 1, STAMPED BUFF NO 1 1957, IS SET IN THE
 LS0592'TOP OF A CONCRETE CYLINDER WHICH PROJECTS 2 INCHES.  IT IS
 LS0592'ABOUT 1-1/2 FEET LOWER THAN THE STATION MARK.
 LS0592'
 LS0592'REFERENCE MARK NO. 2, STAMPED BUFF NO 2 1957, IS SET IN A
 LS0592'DRILL HOLE IN A ROCK OUTCROP WHICH IS FLUSH WITH THE SURFACE
 LS0592'OF THE GROUND.  IT IS ABOUT 6 FEET LOWER THAN THE STATION MARK.
 LS0592'THE MARK IS SURROUNDED BY A CIRCLE OF CONCRETE WHICH IS ABOUT
 LS0592'8 INCHES IN DIAMETER.
 LS0592
 LS0592                          STATION RECOVERY (1958)
 LS0592
 LS0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0592'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LS0592'FOUND IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 LS0592'
 LS0592'THE STATION IS LOCATED AIRLINE, ABOUT 13 MILES NORTH-NORTHEAST
 LS0592'OF LOVELOCK AND ABOUT 4 MILES WEST OF U.S. HIGHWAY 40, ON THE
 LS0592'HIGHEST POINT OF A LONE, PROMINENT HILL.
 LS0592'
 LS0592'THE STATION IS A STANDARD DISK STAMPED BUFF 1957 SET IN TOP
 LS0592'OF A CONCRETE CYLINDER WHICH IS ABOUT 10-INCHES IN DIAMETER
 LS0592'AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 LS0592'
 LS0592'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BUFF
 LS0592'NO 1 1957 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT
 LS0592'10-INCHES IN DIAMETER, PROJECTING ABOUT 4 INCHES ABOVE THE
 LS0592'GROUND AND IS ABOUT 6 INCHES LOWER THAN THE STATION.
 LS0592'
 LS0592'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BUFF
 LS0592'NO 2 1957 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 LS0592'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT 6
 LS0592'FEET LOWER THAN THE STATION.
 LS0592'
 LS0592'STATION ARAB WAS USED FOR THE AZIMUTH MARK.
 LS0592'
 LS0592'TO REACH THE STATION FROM THE POST OFFICE IN LOVELOCK, GO EAST
 LS0592'ON MAIN STREET FOR 0.05 MILE.  TURN LEFT ONTO U.S. HIGHWAY
 LS0592'40 AND GO NORTHERLY FOR 10.3 MILES TO A GRAVELED ROAD ON
 LS0592'THE LEFT.  TURN LEFT OFF THE HIGHWAY AND GO WEST FOR 2.0 MILES.
 LS0592'TAKE THE RIGHT FORK, WEST FOR 0.1 MILE.  TAKE THE RIGHT FORK
 LS0592'AND GO WEST FOR 0.3 MILE.  TAKE THE RIGHT FORK AND GO NORTHWEST
 LS0592'FOR 1.3 MILES.  KEEP STRAIGHT AHEAD AT THE SIDE ROAD, RIGHT
 LS0592'AND GO NORTHWEST FOR 0.2 MILE.  KEEP STRAIGHT AHEAD AT THE
 LS0592'SIDE ROAD, LEFT AND GO NORTHWEST FOR 0.5 MILE.  TURN RIGHT
 LS0592'ONTO A TRACK ROAD AND GO NORTH FOR 0.65 MILE.  TURN LEFT AT
 LS0592'A REVERSE Y FORK AND FOLLOW A TRACK ROAD WESTERLY FOR 0.35
 LS0592'MILE.  TURN RIGHT OFF THE TRACK ROAD AND GO CROSS COUNTRY
 LS0592'UPHILL TO THE CREST OF A RIDGE, THEN LEFT ALONG THE
 LS0592'RIDGE, NORTHERLY FOR 0.9 MILE TO THE HIGHEST POINT OF THE
 LS0592'HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0515 ***********************************************************************
 MV0515  DESIGNATION -  BUFF
 MV0515  PID         -  MV0515
 MV0515  STATE/COUNTY-  NV/HUMBOLDT
 MV0515  USGS QUAD   -  BOTTLE CREEK RANCH (1990)
 MV0515
 MV0515                         *CURRENT SURVEY CONTROL
 MV0515  ___________________________________________________________________
 MV0515* NAD 83(1994)-  41 22 00.20214(N)    118 21 58.54661(W)     ADJUSTED  
 MV0515* NAVD 88     -      2264.3    (meters)    7429.     (feet)  VERTCON   
 MV0515  ___________________________________________________________________
 MV0515  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 MV0515  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 MV0515
 MV0515  HORZ ORDER  -  THIRD
 MV0515
 MV0515.The horizontal coordinates were established by classical geodetic methods
 MV0515.and adjusted by the National Geodetic Survey in June 1998..
 MV0515
 MV0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0515
 MV0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0515
 MV0515.The geoid height was determined by GEOID03.
 MV0515
 MV0515;                    North         East     Units Scale Factor Converg.
 MV0515;SPC NV W     - 4,734,391.554   818,159.845   MT  0.99990406   +0 08 36.4
 MV0515;SPC NV W     -15,532,749.62  2,684,246.09   sFT  0.99990406   +0 08 36.4
 MV0515;UTM  11      - 4,580,368.538   385,733.036   MT  0.99976069   -0 54 10.9
 MV0515
 MV0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0515!SPC NV W     -   0.99964815  x   0.99990406  =   0.99955224
 MV0515!UTM  11      -   0.99964815  x   0.99976069  =   0.99940893
 MV0515
 MV0515|---------------------------------------------------------------------|
 MV0515| PID    Reference Object                     Distance      Geod. Az  |
 MV0515|                                                           dddmmss.s |
 MV0515| CS8497 BUFF RM 2                            12.677 METERS 02450     |
 MV0515| CS8496 BUFF RM 1                            14.298 METERS 21330     |
 MV0515|---------------------------------------------------------------------|
 MV0515
 MV0515                          SUPERSEDED SURVEY CONTROL
 MV0515
 MV0515  NAD 83(1986)-  41 22 00.20531(N)    118 21 58.54269(W) AD(       ) 3
 MV0515  NGVD 29 (11/09/93) 2263.1    (m)         7425.     (f) VERT ANG       
 MV0515
 MV0515.Superseded values are not recommended for survey control.
 MV0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0515.See file dsdata.txt to determine how the superseded data were derived.
 MV0515
 MV0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF8573380369(NAD 83)
 MV0515_MARKER: DD = SURVEY DISK
 MV0515_SETTING: 66 = SET IN ROCK OUTCROP
 MV0515_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 MV0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0515+STABILITY: POSITION/ELEVATION WELL
 MV0515
 MV0515  HISTORY     - Date     Condition        Report By
 MV0515  HISTORY     - 1960     MONUMENTED       USGS
 MV0515
 MV0515                          STATION DESCRIPTION
 MV0515
 MV0515'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MV0515'LOCATED ABOUT 6.5 MI NW. OF BOTTLE CREEK RANCH, ABOUT 6.5 MI S.
 MV0515'OF HAPPY CREEK RANCH.  NEAR MIDDLE OF PROMINENT BUFF-COLORED TOP
 MV0515'KNOWN LOCALLY AS BUFF PEAK.
 MV0515'
 MV0515'TO REACH FROM OROVADA GO 12.2 MI S. ON U.S. HWY. 95 TO JCT. WITH
 MV0515'HWY. 8A TO DENIO.  TURN RIGHT ON HWY. 8A 26.3 MI TO T-RD. S.  TURN
 MV0515'LEFT (S.) 6.9 MI TO Y-RD. RIGHT.  TURN RIGHT AS PER SIGN
 MV0515'SCOSSA QUICKSILVER MINE AND FOLLOW MAIN RD. INTO MINING AREA
 MV0515'3.1 MI.  TURN RIGHT CROSSING DRAIN 0.1 MI TO RD. FORK.  TAKE LEFT
 MV0515'FORK 0.4 MI TO CABINS AND WATER TANK, CONTINUE NORTHWESTERLY
 MV0515'CROSSING DRAIN 0.4 MI TO RD. FORKS.  TAKE RIGHT FORK 0.1 MI TO
 MV0515'SECOND Y-RD.  TAKE LEFT FORK 1.9 MI TO WHERE RD. ENTERS SADDLE.
 MV0515'TURN LEFT 0.5 MI UP STEEP RIDGE TO END OF TRUCK TRAVEL.  PACK SSW.
 MV0515'UP STEEP SLOPE TO TOP AND STATION.  A 30-MIN. PACK.
 MV0515'
 MV0515'STATION MARK--STANDARD TABLET STAMPED---BUFF 1960---, CEMENTED IN
 MV0515'DRILL HOLE IN SOLID ROCK ALONG CREST OF RIDGE ABOUT 150 FT N. OF
 MV0515'HIGHEST POINT AND ABOUT 4 FT LOWER.
 MV0515'
 MV0515'RM 1--STANDARD RM TABLET STAMPED---NO 1 1960---, CEMENTED IN SOLID
 MV0515'ROCK OUTCROP.
 MV0515'
 MV0515'RM 2--STANDARD RM TABLET STAMPED---NO 2 1960---, CEMENTED IN ROCK
 MV0515'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0546 ***********************************************************************
 KQ0546  DESIGNATION -  BUFFALO
 KQ0546  PID         -  KQ0546
 KQ0546  STATE/COUNTY-  NV/CHURCHILL
 KQ0546  USGS QUAD   -  BUFFALO SUMMIT (1969)
 KQ0546
 KQ0546                         *CURRENT SURVEY CONTROL
 KQ0546  ___________________________________________________________________
 KQ0546* NAD 83(1986)-  39 08 45.     (N)    117 48 24.     (W)     SCALED    
 KQ0546* NAVD 88     -      2320.34   (+/-2cm)    7612.6    (feet)  VERTCON   
 KQ0546  ___________________________________________________________________
 KQ0546  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 KQ0546
 KQ0546  VERT ORDER  -  THIRD ? (See Below)
 KQ0546
 KQ0546.The horizontal coordinates were scaled from a topographic map and have
 KQ0546.an estimated accuracy of +/- 6 seconds.
 KQ0546
 KQ0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0546.The vertical order pertains to the NGVD 29 superseded value.
 KQ0546
 KQ0546.The geoid height was determined by GEOID03.
 KQ0546
 KQ0546;                    North         East    Units  Estimated Accuracy
 KQ0546;SPC NV W     - 4,488,070.      867,140.      MT  (+/- 180 meters Scaled)
 KQ0546
 KQ0546                          SUPERSEDED SURVEY CONTROL
 KQ0546
 KQ0546  NGVD 29 (07/19/86) 2319.10   (m)         7608.6    (f) LEVELING    3  
 KQ0546
 KQ0546.Superseded values are not recommended for survey control.
 KQ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0546.See file dsdata.txt to determine how the superseded data were derived.
 KQ0546
 KQ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD302332(NAD 83)
 KQ0546
 KQ0546  HISTORY     - Date     Condition        Report By
 KQ0546  HISTORY     - 1954     MONUMENTED       CGS
 KQ0546
 KQ0546                          STATION DESCRIPTION
 KQ0546
 KQ0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KQ0546'PRE-EARTHQUAKE POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0547 ***********************************************************************
 KQ0547  DESIGNATION -  BUFFALO
 KQ0547  PID         -  KQ0547
 KQ0547  STATE/COUNTY-  NV/CHURCHILL
 KQ0547  USGS QUAD   -  BUFFALO SUMMIT (1969)
 KQ0547
 KQ0547                         *CURRENT SURVEY CONTROL
 KQ0547  ___________________________________________________________________
 KQ0547* NAD 83(1986)-  39 08 45.     (N)    117 48 24.     (W)     SCALED    
 KQ0547* NAVD 88     -      2318.94   (+/-2cm)    7608.1    (feet)  VERTCON   
 KQ0547  ___________________________________________________________________
 KQ0547  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 KQ0547
 KQ0547  VERT ORDER  -  THIRD ? (See Below)
 KQ0547
 KQ0547.The horizontal coordinates were scaled from a topographic map and have
 KQ0547.an estimated accuracy of +/- 6 seconds.
 KQ0547
 KQ0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0547.The vertical order pertains to the NGVD 29 superseded value.
 KQ0547
 KQ0547.The geoid height was determined by GEOID03.
 KQ0547
 KQ0547;                    North         East    Units  Estimated Accuracy
 KQ0547;SPC NV W     - 4,488,070.      867,140.      MT  (+/- 180 meters Scaled)
 KQ0547
 KQ0547                          SUPERSEDED SURVEY CONTROL
 KQ0547
 KQ0547  NGVD 29 (07/19/86) 2317.70   (m)         7604.0    (f) LEVELING    3  
 KQ0547
 KQ0547.Superseded values are not recommended for survey control.
 KQ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0547.See file dsdata.txt to determine how the superseded data were derived.
 KQ0547
 KQ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD302332(NAD 83)
 KQ0547_MARKER: DS = TRIANGULATION STATION DISK
 KQ0547_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0547_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KQ0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0547+STABILITY: POSITION/ELEVATION WELL
 KQ0547
 KQ0547  HISTORY     - Date     Condition        Report By
 KQ0547  HISTORY     - 1954     MONUMENTED       CGS
 KQ0547  HISTORY     - 1954     GOOD             CGS
 KQ0547  HISTORY     - 1955     GOOD             CGS
 KQ0547
 KQ0547                          STATION DESCRIPTION
 KQ0547
 KQ0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LGT)
 KQ0547'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHEAST OF EASTGATE
 KQ0547'AND ABOUT 1 MILE SOUTHWEST OF THE DIRT ROAD THAT LEADS FROM
 KQ0547'U.S. HIGHWAY 50 TO IONE.  THE STATION IS ON THE HIGHEST PEAK IN
 KQ0547'THE IMMEDIATE VICINITY.  THE PEAK IS AT THE HEAD OF BUFFALO CANYON
 KQ0547'AND HAS A SHEER CLIFF ON ITS WEST SIDE.
 KQ0547'
 KQ0547'TO REACH FROM EASTGATE WHICH IS ABOUT 56 MILES EAST OF FALLON
 KQ0547'VIA U.S. HIGHWAY 50, GO EASTERLY ALONG U.S. HIGHWAY 50 FOR 2.8
 KQ0547'MILES TO A FORK.  TAKE THE RIGHT FORK, A DIRT ROAD, AND GO
 KQ0547'5.3 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE FOR
 KQ0547'4.7 MILES TO THE AZIMUTH MARK ON THE LEFT (NORTHWEST) SIDE OF
 KQ0547'THE ROAD AT A LARGE CONGLOMERATE FORMATION AND TWO CAIRNS.
 KQ0547'CONTINUE SOUTH FOR 0.65 MILE TO A DIM ROAD RIGHT.  TURN RIGHT
 KQ0547'AND FOLLOW TRACK ROAD FOR 0.4 MILE TO THE BASE OF A TIMBERED
 KQ0547'HILL AND THE END OF TRUCK TRAVEL.  PACK SOUTHWESTERLY TO THE
 KQ0547'TOP OF THE RIDGE, THENCE WESTERLY ALONG THE RIDGE TO THE HIGHEST
 KQ0547'POINT AND THE STATION.  A 50 MINUTE PACK.
 KQ0547'
 KQ0547'THE STATION MARK, A STANDARD DISK STAMPED BUFFALO 1954, IS
 KQ0547'SET IN THE TOP OF AN OUTCROP THAT PROJECTS 6 INCHES ABOVE THE
 KQ0547'GROUND.  THE STATION IS 30 FEET NORTH OF THE HIGHEST POINT
 KQ0547'AND 9 FEET EAST OF THE WEST RIM WHICH BREAKS ABRUPTLY FOR AN
 KQ0547'APPROXIMATE 150 FOOT DROP.
 KQ0547'
 KQ0547'REFERENCE MARK 1, A STANDARD DISK STAMPED BUFFALO NO 1 1954,
 KQ0547'IS SET IN THE TOP OF A BOULDER THAT PROJECTS ABOUT 6 INCHES
 KQ0547'ABOVE THE GROUND.  THE MARK IS APPROXIMATELY 6 INCHES LOWER THAN
 KQ0547'THE STATION MARK.
 KQ0547'
 KQ0547'REFERENCE MARK 2, A STANDARD DISK STAMPED BUFFALO NO 2 1954,
 KQ0547'IS SET IN THE TOP OF AN OUTCROP THAT IS FLUSH ON THE WEST
 KQ0547'AND PROJECTS ABOUT 1 FOOT ON THE EAST SIDE.  THE MARK IS
 KQ0547'ABOUT 3 FEET LOWER THAN THE STATION MARK.
 KQ0547'
 KQ0547'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUFFALO 1954 AND
 KQ0547'SET IN THE TOP OF A PROMINENT FORMATION THAT HAS A NUMBER OF
 KQ0547'POINTS THAT PROJECT ABOUT 10 FEET ABOVE THE SURROUNDIN SURFACE.
 KQ0547'THE MARK IS ON AN INCLINE BEFORE REACHING THE SUMMIT, ABOUT 30 FEET
 KQ0547'NORTHWEST OF AND ABOUT 16 FEET HIGHER THAN THE ROAD.  IT IS
 KQ0547'6 FEET SOUTHWEST OF A 3 FOOT CAIRN.
 KQ0547
 KQ0547                          STATION RECOVERY (1954)
 KQ0547
 KQ0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0547'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 KQ0547'IS ADEQUATE IN EVERY DETAIL.  THE DISTANCES AND DIRECTIONS TO
 KQ0547'THE REFERENCE MARKS WERE FOUND TO CHECK THE FORMER DATA.
 KQ0547
 KQ0547                          STATION RECOVERY (1955)
 KQ0547
 KQ0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KQ0547'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 KQ0547'RECOVERED AS DESCRIBED IN 1953 AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0467 ***********************************************************************
 KQ0467  DESIGNATION -  BUFFALO
 KQ0467  PID         -  KQ0467
 KQ0467  STATE/COUNTY-  NV/CHURCHILL
 KQ0467  USGS QUAD   -  BUFFALO SUMMIT (1969)
 KQ0467
 KQ0467                         *CURRENT SURVEY CONTROL
 KQ0467  ___________________________________________________________________
 KQ0467* NAD 83(1994)-  39 08 45.35877(N)    117 48 24.37353(W)     ADJUSTED  
 KQ0467* NAVD 88     -      2318.6    (meters)    7607.     (feet)  VERTCON   
 KQ0467  ___________________________________________________________________
 KQ0467  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 KQ0467  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 KQ0467
 KQ0467  HORZ ORDER  -  FIRST
 KQ0467
 KQ0467.The horizontal coordinates were established by classical geodetic methods
 KQ0467.and adjusted by the National Geodetic Survey in June 1998..
 KQ0467
 KQ0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0467
 KQ0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0467
 KQ0467.The geoid height was determined by GEOID03.
 KQ0467
 KQ0467;                    North         East     Units Scale Factor Converg.
 KQ0467;SPC NV W     - 4,488,085.082   867,126.156   MT  0.99995546   +0 29 24.9
 KQ0467;SPC NV W     -14,724,659.14  2,844,896.40   sFT  0.99995546   +0 29 24.9
 KQ0467;SPC NV C     - 6,488,416.938   401,448.629   MT  1.00001955   -0 43 11.3
 KQ0467;SPC NV C     -21,287,414.57  1,317,086.04   sFT  1.00001955   -0 43 11.3
 KQ0467;UTM  11      - 4,333,280.999   430,283.592   MT  0.99965984   -0 30 33.6
 KQ0467
 KQ0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0467!SPC NV W     -   0.99963998  x   0.99995546  =   0.99959546
 KQ0467!SPC NV C     -   0.99963998  x   1.00001955  =   0.99965952
 KQ0467!UTM  11      -   0.99963998  x   0.99965984  =   0.99929994
 KQ0467
 KQ0467|---------------------------------------------------------------------|
 KQ0467| PID    Reference Object                     Distance      Geod. Az  |
 KQ0467|                                                           dddmmss.s |
 KQ0467| DA8833 BUFFALO RM 1                          5.145 METERS 02056     |
 KQ0467| DA8832 BUFFALO AZ MK                                      0510141.1 |
 KQ0467| DA8834 BUFFALO RM 2                          4.600 METERS 13227     |
 KQ0467|---------------------------------------------------------------------|
 KQ0467
 KQ0467                          SUPERSEDED SURVEY CONTROL
 KQ0467
 KQ0467  NAD 83(1986)-  39 08 45.37026(N)    117 48 24.36839(W) AD(       ) 1
 KQ0467  NAD 27      -  39 08 45.63400(N)    117 48 20.95104(W) AD(       ) 1
 KQ0467  NGVD 29 (03/11/99) 2317.4    (m)         7603.     (f) VERT ANG       
 KQ0467
 KQ0467.Superseded values are not recommended for survey control.
 KQ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0467.See file dsdata.txt to determine how the superseded data were derived.
 KQ0467
 KQ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD3028433281(NAD 83)
 KQ0467_MARKER: DS = TRIANGULATION STATION DISK
 KQ0467_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0467+STABILITY: POSITION/ELEVATION WELL
 KQ0467
 KQ0467  HISTORY     - Date     Condition        Report By
 KQ0467  HISTORY     - 1954     MONUMENTED       CGS
 KQ0467  HISTORY     - 1966     GOOD             CGS
 KQ0467  HISTORY     - 1969     GOOD             USGS
 KQ0467
 KQ0467                          STATION DESCRIPTION
 KQ0467
 KQ0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KQ0467'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 KQ0467'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE TO REACH
 KQ0467'IS ADEQUATE.
 KQ0467'
 KQ0467'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KQ0467'12 MILES SOUTH-SOUTHEAST OF EASTGATE.
 KQ0467
 KQ0467                          STATION RECOVERY (1969)
 KQ0467
 KQ0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KQ0467'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-3 STATION 1005.
 KQ0467'STATION MARK--STANDARD DISC STAMPED---BUFFALO 1954---SET IN THE TOP OF
 KQ0467'AN OUTCROP THAT PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0573 ***********************************************************************
 LS0573  DESIGNATION -  BUFFALO
 LS0573  PID         -  LS0573
 LS0573  STATE/COUNTY-  NV/PERSHING
 LS0573  USGS QUAD   -  BUFFALO MOUNTAIN (1987)
 LS0573
 LS0573                         *CURRENT SURVEY CONTROL
 LS0573  ___________________________________________________________________
 LS0573* NAD 83(1994)-  40 13 21.58540(N)    118 07 45.40158(W)     ADJUSTED  
 LS0573* NAVD 88     -      2502.6    (meters)    8211.     (feet)  VERTCON   
 LS0573  ___________________________________________________________________
 LS0573  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 LS0573  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 LS0573
 LS0573  HORZ ORDER  -  SECOND
 LS0573
 LS0573.The horizontal coordinates were established by classical geodetic methods
 LS0573.and adjusted by the National Geodetic Survey in June 1998..
 LS0573
 LS0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0573
 LS0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0573
 LS0573.The geoid height was determined by GEOID03.
 LS0573
 LS0573;                    North         East     Units Scale Factor Converg.
 LS0573;SPC NV W     - 4,607,432.579   838,643.489   MT  0.99991838   +0 17 35.6
 LS0573;SPC NV W     -15,116,218.39  2,751,449.51   sFT  0.99991838   +0 17 35.6
 LS0573;UTM  11      - 4,453,082.561   403,917.931   MT  0.99971364   -0 43 45.5
 LS0573
 LS0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0573!SPC NV W     -   0.99961102  x   0.99991838  =   0.99952943
 LS0573!UTM  11      -   0.99961102  x   0.99971364  =   0.99932477
 LS0573
 LS0573|---------------------------------------------------------------------|
 LS0573| PID    Reference Object                     Distance      Geod. Az  |
 LS0573|                                                           dddmmss.s |
 LS0573| DB6417 BUFFALO RM 2                         22.028 METERS 07220     |
 LS0573| DB6416 BUFFALO RM 1                          8.528 METERS 17711     |
 LS0573| DB6415 BUFFALO AZ MK                                      3102056.2 |
 LS0573|---------------------------------------------------------------------|
 LS0573
 LS0573                          SUPERSEDED SURVEY CONTROL
 LS0573
 LS0573  NAD 83(1986)-  40 13 21.59034(N)    118 07 45.39365(W) AD(       ) 2
 LS0573  NAD 27      -  40 13 21.91370(N)    118 07 41.90240(W) AD(       ) 2
 LS0573  NGVD 29 (07/19/86) 2501.5    (m)         8207.     (f) VERT ANG       
 LS0573
 LS0573.Superseded values are not recommended for survey control.
 LS0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0573.See file dsdata.txt to determine how the superseded data were derived.
 LS0573
 LS0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME0391853083(NAD 83)
 LS0573_MARKER: DB = BENCH MARK DISK
 LS0573_SETTING: 66 = SET IN ROCK OUTCROP
 LS0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0573
 LS0573  HISTORY     - Date     Condition        Report By
 LS0573  HISTORY     - 1958     MONUMENTED       USGS
 LS0573  HISTORY     - 1958     GOOD             CGS
 LS0573
 LS0573                          STATION DESCRIPTION
 LS0573
 LS0573'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (WRH)
 LS0573'THE STATION IS LOCATED ON THE HIGHEST POINT OF BUFFALO MOUNTAIN.
 LS0573'IT IS, AIRLINE, ABOUT 27 MILES EAST OF LOVELOCK, 13 MILES
 LS0573'SOUTHEAST OF OREANA AND 4 MILES SOUTHEAST OF THE OLD MINING
 LS0573'TOWN OF PACKARD.
 LS0573'
 LS0573'TO REACH FROM THE POST OFFICE IN LOVELOCK, GO EAST 1 BLOCK
 LS0573'TO U.S. HIGHWAY 40.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY
 LS0573'40 13.5 MILES TO A CROSSROAD WHICH IS 0.3 MILE NORTH OF THE
 LS0573'SHELL SERVICE STATION IN OREANA.  TURN RIGHT AND GO EAST
 LS0573'0.15 MILE TO A FORK.  TAKE RIGHT FORK AND GO EAST 1.35
 LS0573'MILES TO A FORK.  TAKE RIGHT FORK AND CONTINUE EAST 0.95
 LS0573'MILE TO A FORK.  TAKE RIGHT FORK AS PER SIGN ROCHESTER, AND
 LS0573'GO SOUTHEAST ON MAIN ROAD 3.6 MILES TO A FORK.  TAKE RIGHT
 LS0573'FORK AND GO SOUTHEAST 0.5 MILE TO A FORK.  TAKE RIGHT FORK,
 LS0573'CROSSING A WASH, AND GO SOUTH ON MAIN ROAD 3.25 MILES TO A
 LS0573'FORK AT OLD BUILDING ON LEFT.  TAKE RIGHT FORK AND GO SOUTH
 LS0573'0.45 MILE TO A FORK JUST AFTER CROSSING A WASH.  TAKE LEFT
 LS0573'FORK AND GO EAST 100 FEET TO A FORK.  TAKE RIGHT FORK AND
 LS0573'CONTINUE EAST 2.1 MILES TO END OF ROAD AT BASE OF
 LS0573'MOUNTAIN.  FROM HERE, PACK EAST UP STEEP SLOPE OF MOUNTAIN,
 LS0573'KEEPING TO LEFT OF RAVINE, FOR ABOUT 1-1/2 MILES TO CREST
 LS0573'OF RIDGE IN SLIGHT SADDLE.  PACK SOUTHERLY ALONG CREST OF
 LS0573'RIDGE FOR ABOUT 1/4 MILE TO A CAIRN ON A KNOLL AND THE
 LS0573'AZIMUTH MARK.  CONTINUE SOUTH AND EAST ALONG RIDGE FOR ABOUT
 LS0573'3/4 MILE TO HIGHEST POINT AND STATION.  NOTE--PACKING
 LS0573'TIME ABOUT 2-1/2 HOURS.
 LS0573'
 LS0573'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 LS0573'STAMPED BUFFALO 1953, CEMENTED IN A DRILL HOLE IN THE BEDROCK
 LS0573'OUTCROP WHICH IS THE HIGHEST POINT OF THE MOUNTAIN.
 LS0573'
 LS0573'REFERENCE MARK NUMBER ONE IS A U.S. GEOLOGICAL SURVEY REFERENCE
 LS0573'MARK DISK, STAMPED 1953 NO 1, CEMENTED IN A DRILL HOLE IN
 LS0573'OUTCROPPING BEDROCK THAT PROJECTS 5 INCHES ABOVE GROUND.
 LS0573'IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 LS0573'
 LS0573'REFERENCE MARK NUMBER TWO IS A U.S. GEOLOGICAL SURVEY REFERENCE
 LS0573'MARK DISK, STAMPED 1953 NO 2, CEMENTED IN A DRILL HOLE IN
 LS0573'OUTCROPPING BEDROCK THAT PROJECTS 2 INCHES ABOVE GROUND.  IT
 LS0573'IS ABOUT 3 FEET LOWER THAN THE STATION.
 LS0573'
 LS0573'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUFFALO USGS 1958,
 LS0573'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 LS0573'3 INCHES ABOVE GROUND.  IT IS 6 FEET EAST OF A CAIRN.
 LS0573
 LS0573                          STATION RECOVERY (1958)
 LS0573
 LS0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LS0573'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40118-2, STATION 1007.
 LS0573'
 LS0573'STATION MARK--A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED--
 LS0573'BUFFALO 1953---CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP
 LS0573'WHICH IS THE HIGHEST POINT OF THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0639 ***********************************************************************
 LS0639  DESIGNATION -  BUFFALO
 LS0639  PID         -  LS0639
 LS0639  STATE/COUNTY-  NV/WASHOE
 LS0639  USGS QUAD   -  POODLE MTN (1981)
 LS0639
 LS0639                         *CURRENT SURVEY CONTROL
 LS0639  ___________________________________________________________________
 LS0639* NAD 83(1994)-  40 49 00.87558(N)    119 43 02.04075(W)     ADJUSTED  
 LS0639* NAVD 88     -      1952.     (meters)    6404.     (feet)  SCALED    
 LS0639  ___________________________________________________________________
 LS0639  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 LS0639  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 LS0639
 LS0639  HORZ ORDER  -  FIRST
 LS0639
 LS0639.The horizontal coordinates were established by classical geodetic methods
 LS0639.and adjusted by the National Geodetic Survey in June 1998..
 LS0639
 LS0639.The orthometric height was scaled from a topographic map.
 LS0639
 LS0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0639
 LS0639.The geoid height was determined by GEOID03.
 LS0639
 LS0639;                    North         East     Units Scale Factor Converg.
 LS0639;SPC NV W     - 4,673,933.810   704,344.237   MT  1.00001259   -0 44 28.4
 LS0639;SPC NV W     -15,334,397.84  2,310,836.05   sFT  1.00001259   -0 44 28.4
 LS0639;UTM  11      - 4,521,986.048   270,832.638   MT  1.00024645   -1 46 36.8
 LS0639
 LS0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0639!SPC NV W     -   0.99969734  x   1.00001259  =   0.99970993
 LS0639!UTM  11      -   0.99969734  x   1.00024645  =   0.99994372
 LS0639
 LS0639|---------------------------------------------------------------------|
 LS0639| PID    Reference Object                     Distance      Geod. Az  |
 LS0639|                                                           dddmmss.s |
 LS0639| DB6413 BUFFALO RM 1                          5.962 METERS 07643     |
 LS0639| DB6412 BUFFALO AZ MK                                      1120328.5 |
 LS0639| DB6414 BUFFALO RM 2                          7.605 METERS 17648     |
 LS0639|---------------------------------------------------------------------|
 LS0639
 LS0639                          SUPERSEDED SURVEY CONTROL
 LS0639
 LS0639  NAD 83(1992)-  40 49 00.87872(N)    119 43 02.04211(W) AD(       ) 1
 LS0639  NAD 83(1986)-  40 49 00.88093(N)    119 43 02.05697(W) AD(       ) 1
 LS0639  NAD 27      -  40 49 01.24000(N)    119 42 58.34200(W) AD(       ) 1
 LS0639
 LS0639.Superseded values are not recommended for survey control.
 LS0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0639.See file dsdata.txt to determine how the superseded data were derived.
 LS0639
 LS0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF7083321986(NAD 83)
 LS0639_MARKER: Z = SEE DESCRIPTION
 LS0639_SETTING: 0 = UNSPECIFIED SETTING
 LS0639
 LS0639  HISTORY     - Date     Condition        Report By
 LS0639  HISTORY     - 1940     MONUMENTED       CGS
 LS0639
 LS0639                          STATION DESCRIPTION
 LS0639
 LS0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LS0639'STATION IS LOCATED ABOUT 22 MILES AIRLINE, NW OF GERLACH, ON
 LS0639'THE HIGHEST POINT OF A TIMBERED-RIDGE LYING BETWEEN BUFFALO CREEK
 LS0639'AND SQUAW VALLEY.  THERE ARE HIGHER PEAKS TO THE E SE AND S.
 LS0639'
 LS0639'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LS0639'IN OUTCROPPING BEDROCK.
 LS0639'
 LS0639'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 LS0639'DRILL HOLES IN BOULDERS.
 LS0639'
 LS0639'AZIMUTH MARK IS 30 FEET TO THE LEFT OF THE CENTER OF THE SADDLE,
 LS0639'AND IS ABOUT 0.8 MILE SE OF THE STATION.
 LS0639'
 LS0639'STATION IS REACHED FROM THE POST OFFICE IN GERLACH BY GOING SW ON
 LS0639'THE EAGLEVILLE-RENO ROAD FOR 0.5 MILE, TAKE LEFT FORK, FOLLOW
 LS0639'THE MAIN ROAD 8.6 MILES AND KEEP STRAIGHT AHEAD, RIGHT FORK,
 LS0639'AT SIGN EAGLEVILLE, GERLACH C.C.C. CAMP, GO 8.7 MILES TO THE
 LS0639'C.C.C. CAMP ON RIGHT, CONTINUE 0.3 MILE AND TAKE LEFT FORK, GO
 LS0639'5.05 MILES AND TURN LEFT ONTO DIM TRACK ROAD.  (THERE IS WATER
 LS0639'AT SPRING 0.5 MILE BEYOND THIS POINT AND 0.1 MILE TO RIGHT OF
 LS0639'ROAD).  LEAVE THE EAGLEVILLE ROAD AND FOLLOW THE MAIN TRACK ROAD
 LS0639'WESTERLY 3.5 MILES AND TAKE LEFT FORK, GO 0.6 MILE AND TAKE
 LS0639'RIGHT FORK LEADING UP SMALL GRADE, GO 0.3 MILE AND TAKE LEFT
 LS0639'FORK, GO 1.2 MILES TO DIVIDE BETWEEN A ROCK LEDGE ON RIGHT
 LS0639'AND A ROCK KNOLL ON LEFT, WHICH ARE ABOUT 400 YARDS APART.
 LS0639'CONTINUE STRAIGHT AHEAD DOWN GRADE TOWARD TALLEST KNOLL (NOT
 LS0639'STATION PEAK), THEN BEARING TO THE RIGHT GOING DOWN VALLEY TO A
 LS0639'RESERVOIR 3.1 MILES FROM THE DIVIDE, CONTINUE DOWN THE MAIN
 LS0639'WATERSHED, WESTERLY, 0.7 MILE TO THE FIRST VALLEY LEADING TO
 LS0639'THE RIGHT, NORTHERLY, AFTER ENTERING THE NARROW PART OF
 LS0639'THE MAIN WATERSHED, GO UP THIS VALLEY 0.4 MILE THEN BEAR LEFT
 LS0639'0.1 MILE TO A SMALL SADDLE.  PASS THROUGH THE SADDLE, ENTERING
 LS0639'VALLEY BEYOND, THEN RIGHT, N, UP THE VALLEY TO THE DIVIDE AND
 LS0639'END OF TRUCK TRAVEL.  PACK W BY S TO THE HIGHEST POINT AND
 LS0639'STATION, ABOUT 20 MINUTES.  0.3 MILE DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0980 ***********************************************************************
 LR0980  DESIGNATION -  BUFFALO
 LR0980  PID         -  LR0980
 LR0980  STATE/COUNTY-  NV/HUMBOLDT
 LR0980  USGS QUAD   -  NORTH PEAK (1984)
 LR0980
 LR0980                         *CURRENT SURVEY CONTROL
 LR0980  ___________________________________________________________________
 LR0980* NAD 83(1994)-  40 44 14.66977(N)    117 12 34.08593(W)     ADJUSTED  
 LR0980* NAVD 88     -      1775.6    (meters)    5825.     (feet)  VERTCON   
 LR0980  ___________________________________________________________________
 LR0980  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 LR0980  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 LR0980
 LR0980  HORZ ORDER  -  THIRD
 LR0980
 LR0980.The horizontal coordinates were established by classical geodetic methods
 LR0980.and adjusted by the National Geodetic Survey in June 1998..
 LR0980
 LR0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0980
 LR0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0980
 LR0980.The geoid height was determined by GEOID03.
 LR0980
 LR0980;                    North         East     Units Scale Factor Converg.
 LR0980;SPC NV W     - 4,665,395.321   916,037.987   MT  1.00006568   +0 53 48.0
 LR0980;SPC NV W     -15,306,384.48  3,005,367.96   sFT  1.00006568   +0 53 48.0
 LR0980;UTM  11      - 4,509,628.653   482,313.658   MT  0.99960385   -0 08 12.1
 LR0980
 LR0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0980!SPC NV W     -   0.99972474  x   1.00006568  =   0.99979040
 LR0980!UTM  11      -   0.99972474  x   0.99960385  =   0.99932870
 LR0980
 LR0980                          SUPERSEDED SURVEY CONTROL
 LR0980
 LR0980  NAD 83(1986)-  40 44 14.67356(N)    117 12 34.08288(W) AD(       ) 3
 LR0980  NGVD 29 (07/11/94) 1774.5    (m)         5822.     (f) VERT ANG       
 LR0980
 LR0980.Superseded values are not recommended for survey control.
 LR0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0980.See file dsdata.txt to determine how the superseded data were derived.
 LR0980
 LR0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF8231409629(NAD 83)
 LR0980_MARKER: DS = TRIANGULATION STATION DISK
 LR0980_SETTING: 0 = UNSPECIFIED SETTING
 LR0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0980
 LR0980  HISTORY     - Date     Condition        Report By
 LR0980  HISTORY     - 1964     MONUMENTED       USGS
 LR0980
 LR0980                          STATION DESCRIPTION
 LR0980
 LR0980'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LR0980'LOCATED 4 MI. S. AND 4.6 MI. W. OF VALMY, ON DIVIDE BETWEEN HUMBOLDT
 LR0980'RIVER VALLEY AND BUFFALO VALLEY, APPROXIMATELY 1.5 MI. NW. (AIRLINE)
 LR0980'FROM POINT WHERE RD. PASSES THROUGH SADDLE TO BUFFALO VALLEY, ON THE
 LR0980'HIGHEST POINT IN THIS VICINITY.
 LR0980'
 LR0980'TO REACH FROM VALMY POST OFFICE, DRIVE SW. ON RD. TO BUFFALO VALLEY
 LR0980'6.3 MI., THIS POINT IS 0.1 MI. S. OF FORK TO COTTONWOOD CANYON, DRIVE
 LR0980'0.4 MI. NW. ACROSS DRAIN AND UP VALLEY, LEAVE TRUCK, CLIMB TO TOP OF
 LR0980'RIDGE ON SW. SIDE OF VALLEY, TURN RIGHT ON THIS RIDGE AND FOLLOW IT
 LR0980'TO THE STATION.
 LR0980'
 LR0980'STATION MARK--STANDARD TABLET STAMPED----BUFFALO 1964----CEMENTED IN
 LR0980'OLD DRILL HOLE.  (1940 STATION MARK WAS A CAIRN.)
 LR0980'
 LR0980'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED--
 LR0980'BUFFALO 1940 NO 1--CEMENTED IN LIMESTONE OUTCROP, 20.33 FT.
 LR0980'FROM STATION MARK 64 DEGREES 06 MINUTES.
 LR0980'
 LR0980'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED--
 LR0980'BUFFALO 1940 NO 2--CEMENTED IN LIMESTONE OUTCROP, 24.29 FT.
 LR0980'FROM STATION MARK 165 DEGREES 41 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0981 ***********************************************************************
 LR0981  DESIGNATION -  BUFFALO MTN
 LR0981  PID         -  LR0981
 LR0981  STATE/COUNTY-  NV/HUMBOLDT
 LR0981  USGS QUAD   -  CHERRY CREEK NE (1981)
 LR0981
 LR0981                         *CURRENT SURVEY CONTROL
 LR0981  ___________________________________________________________________
 LR0981* NAD 83(1994)-  40 44 56.28410(N)    117 21 16.89163(W)     ADJUSTED  
 LR0981* NAVD 88     -      2438.7    (meters)    8001.     (feet)  VERTCON   
 LR0981  ___________________________________________________________________
 LR0981  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 LR0981  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 LR0981
 LR0981  HORZ ORDER  -  THIRD
 LR0981
 LR0981.The horizontal coordinates were established by classical geodetic methods
 LR0981.and adjusted by the National Geodetic Survey in June 1998..
 LR0981
 LR0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0981
 LR0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0981
 LR0981.The geoid height was determined by GEOID03.
 LR0981
 LR0981;                    North         East     Units Scale Factor Converg.
 LR0981;SPC NV W     - 4,666,497.082   903,753.975   MT  1.00003246   +0 48 07.4
 LR0981;SPC NV W     -15,309,999.18  2,965,066.17   sFT  1.00003246   +0 48 07.4
 LR0981;UTM  11      - 4,510,951.214   470,056.931   MT  0.99961104   -0 13 53.5
 LR0981
 LR0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0981!SPC NV W     -   0.99962081  x   1.00003246  =   0.99965325
 LR0981!UTM  11      -   0.99962081  x   0.99961104  =   0.99923199
 LR0981
 LR0981                          SUPERSEDED SURVEY CONTROL
 LR0981
 LR0981  NAD 83(1986)-  40 44 56.28841(N)    117 21 16.88693(W) AD(       ) 3
 LR0981  NGVD 29 (07/11/94) 2437.5    (m)         7997.     (f) VERT ANG       
 LR0981
 LR0981.Superseded values are not recommended for survey control.
 LR0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0981.See file dsdata.txt to determine how the superseded data were derived.
 LR0981
 LR0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF7005710951(NAD 83)
 LR0981_MARKER: DS = TRIANGULATION STATION DISK
 LR0981_SETTING: 0 = UNSPECIFIED SETTING
 LR0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0981
 LR0981  HISTORY     - Date     Condition        Report By
 LR0981  HISTORY     - 1964     MONUMENTED       USGS
 LR0981
 LR0981                          STATION DESCRIPTION
 LR0981
 LR0981'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LR0981'LOCATED ABOUT 24 MI. NW. OF BATTLE MOUNTAIN, 16 MI. SE. OF GOLCONDA,
 LR0981'12.5 MI. SW. OF VALMY, 8.5 MI. NE. OF THE POLKINGHORNE RANCH, ON THE
 LR0981'HIGHEST POINT OF BUFFALO MOUNTAIN BETWEEN PUMPERNICKEL AND BUFFALO
 LR0981'VALLEYS.
 LR0981'
 LR0981'STATION REACHED BY HELICOPTER.
 LR0981'
 LR0981'TO REACH FROM VALMY, GO NW. ON U.S. HIGHWAY 40 FOR 5.5 MI. TO A RD.
 LR0981'LEADING WSW. INTO PUMPERNICKEL VALLEY, TURN LEFT AND PROCEED ON MAIN
 LR0981'RD. FOR 8.7 MI. (PASSING BROWNS SPRING) TO RD. FORK, TURN LEFT (SW.)
 LR0981'AND PROCEED ABOUT 3.5 MI. TO A RD. FORK, TURN LEFT (SE.) AND PROCEED
 LR0981'ABOUT 3 MI. TO END OF RD. AND END OF TRUCK TRAVEL, PACK E. UP RIDGE
 LR0981'FOR ABOUT 2 MI. TO HIGHEST POINT AND STATION.
 LR0981'
 LR0981'STATION MARK--A STANDARD TABLET STAMPED----BUFFALO MTN 1964----SET IN
 LR0981'A DRILL HOLE IN A SLOPING ROCK OUTCROP ON HIGHEST POINT OF MOUNTAIN.
 LR0981'
 LR0981'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED--
 LR0981'NO 1 1964--CEMENTED IN A DRILL HOLE IN A SLOPING ROCK OUTCROP,
 LR0981'20.87 FT. FROM STATION MARK 340 DEGREES 50 MINUTES.
 LR0981'
 LR0981'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED--
 LR0981'NO 2 1964--CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, 25.37
 LR0981'FT. FROM STATION MARK 72 DEGREES 13 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0416 ***********************************************************************
 KP0416  DESIGNATION -  BULL FORK
 KP0416  PID         -  KP0416
 KP0416  STATE/COUNTY-  NV/NYE
 KP0416  USGS QUAD   -  BULL FORK (1990)
 KP0416
 KP0416                         *CURRENT SURVEY CONTROL
 KP0416  ___________________________________________________________________
 KP0416* NAD 83(1994)-  39 04 24.13740(N)    115 46 06.60295(W)     ADJUSTED  
 KP0416* NAVD 88     -      1849.     (meters)    6066.     (feet)  SCALED    
 KP0416  ___________________________________________________________________
 KP0416  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 KP0416  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 KP0416
 KP0416  HORZ ORDER  -  SECOND
 KP0416
 KP0416.The horizontal coordinates were established by classical geodetic methods
 KP0416.and adjusted by the National Geodetic Survey in June 1998..
 KP0416
 KP0416.The orthometric height was scaled from a topographic map.
 KP0416
 KP0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0416
 KP0416.The geoid height was determined by GEOID03.
 KP0416
 KP0416;                    North         East     Units Scale Factor Converg.
 KP0416;SPC NV C     - 6,480,127.072   577,717.347   MT  0.99997435   +0 33 58.2
 KP0416;SPC NV C     -21,260,216.90  1,895,394.33   sFT  0.99997435   +0 33 58.2
 KP0416;SPC NV E     - 8,479,759.419   183,977.783   MT  0.99990316   -0 07 00.2
 KP0416;SPC NV E     -27,820,677.36    603,600.44   sFT  0.99990316   -0 07 00.2
 KP0416;UTM  11      - 4,325,640.429   606,529.156   MT  0.99973974   +0 46 34.7
 KP0416
 KP0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0416!SPC NV C     -   0.99971332  x   0.99997435  =   0.99968768
 KP0416!SPC NV E     -   0.99971332  x   0.99990316  =   0.99961651
 KP0416!UTM  11      -   0.99971332  x   0.99973974  =   0.99945314
 KP0416
 KP0416:                Primary Azimuth Mark                     Grid Az
 KP0416:SPC NV C     -  BULLY                                    076 30 00.8
 KP0416:SPC NV E     -  BULLY                                    077 10 59.2
 KP0416:UTM  11      -  BULLY                                    076 17 24.3
 KP0416
 KP0416|---------------------------------------------------------------------|
 KP0416| PID    Reference Object                     Distance      Geod. Az  |
 KP0416|                                                           dddmmss.s |
 KP0416| KP0413 BULLY                               APPROX. 5.0 KM 0770359.0 |
 KP0416| DC9887 BULL FORK RM 1                       11.258 METERS 18123     |
 KP0416| DC9888 BULL FORK RM 2                       11.841 METERS 28014     |
 KP0416|---------------------------------------------------------------------|
 KP0416
 KP0416                          SUPERSEDED SURVEY CONTROL
 KP0416
 KP0416  NAD 83(1986)-  39 04 24.13328(N)    115 46 06.60250(W) AD(       ) 2
 KP0416  NAD 27      -  39 04 24.37900(N)    115 46 03.44200(W) AD(       ) 2
 KP0416
 KP0416.Superseded values are not recommended for survey control.
 KP0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0416.See file dsdata.txt to determine how the superseded data were derived.
 KP0416
 KP0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD0652925640(NAD 83)
 KP0416_MARKER: DS = TRIANGULATION STATION DISK
 KP0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0416
 KP0416  HISTORY     - Date     Condition        Report By
 KP0416  HISTORY     - 1939     MONUMENTED       CGS
 KP0416
 KP0416                          STATION DESCRIPTION
 KP0416
 KP0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 KP0416'STATION IS LOCATED ABOUT 15 MILES NNW OF DUCKWATER POST OFFICE,
 KP0416'69 FEET E OF THE INTERSECTION OF THE DUCKWATER-EUREKA ROAD AND
 KP0416'THE BULL CREEK RANCH ROAD.  THERE IS A ROCK CAIRN 50 FEET W OF
 KP0416'THE STATION.
 KP0416'
 KP0416'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KP0416'DISKS SET IN CONCRETE.
 KP0416'
 KP0416'STATION IS MARKED BY A STANDARD DISK SET IN A 12-INCH CONCRETE
 KP0416'POST PROJECTING ABOUT 12 INCHES ABOVE THE GROUND, STAMPED BULL
 KP0416'FORK 1939.
 KP0416'
 KP0416'REFERENCE MARK NO. 1 IS 37 FEET S X W OF STATION, 43 FEET ENE
 KP0416'OF THE CENTER OF DUCKWATER-EUREKA ROAD, AND AT THE SAME
 KP0416'ELEVATION AS STATION MARK.  MARKED BY A STANDARD DISK SET IN
 KP0416'12-INCH SQUARE CONCRETE POST, PROJECTING ABOUT 10 INCHES ABOVE
 KP0416'THE GROUND, STAMPED BULL FORK NO. 1 1939.  REFERENCE MARK NO.
 KP0416'2 IS 39 FEET W OF STATION, 33 FEET ENE OF THE CENTER OF
 KP0416'DUCKWATER-EUREKA ROAD, AND AT THE SAME ELEVATION AS STATION
 KP0416'MARK.  MARKED BY A STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE
 KP0416'POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND, STAMPED
 KP0416'BULL FORK NO. 2 1939.
 KP0416'
 KP0416'AZIMUTH TO STATION IS TRIANGULATION STATION BULLY.  STATION BULLY
 KP0416'IS ABOUT 3 MILES ENE OF STATION ON HIGHEST POINT OF FIRST
 KP0416'RANGE OF HILLS ACROSS VALLEY.
 KP0416'
 KP0416'A POST 4 INCHES SQUARE, PAINTED WHITE, WAS SET 1.448 METERS
 KP0416'(4.63 FEET), E FROM STATION, PROJECTING 2.08 FEET ABOVE THE
 KP0416'GROUND.
 KP0416'
 KP0416'ELEVATION OF STATION IS 6,025 FEET.
 KP0416'
 KP0416'REACHED FROM DUCKWATER POST OFFICE BY GOING N FOR 14.3 MILES
 KP0416'ON THE DUCKWATER-EUREKA ROAD.  STATION LIES 69 FEET E OF THE
 KP0416'CENTER OF THIS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1322 ***********************************************************************
 JR1322  DESIGNATION -  BULLER MT
 JR1322  PID         -  JR1322
 JR1322  STATE/COUNTY-  NV/MINERAL
 JR1322  USGS QUAD   -  LUCKY BOY (1989)
 JR1322
 JR1322                         *CURRENT SURVEY CONTROL
 JR1322  ___________________________________________________________________
 JR1322* NAD 83(1994)-  38 22 52.26969(N)    118 41 15.38710(W)     ADJUSTED  
 JR1322* NAVD 88     -      2880.2    (meters)    9449.     (feet)  VERTCON   
 JR1322  ___________________________________________________________________
 JR1322  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 JR1322  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 JR1322
 JR1322  HORZ ORDER  -  THIRD
 JR1322
 JR1322.The horizontal coordinates were established by classical geodetic methods
 JR1322.and adjusted by the National Geodetic Survey in June 1998..
 JR1322
 JR1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1322
 JR1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1322
 JR1322.The geoid height was determined by GEOID03.
 JR1322
 JR1322;                    North         East     Units Scale Factor Converg.
 JR1322;SPC NV W     - 4,402,916.224   790,889.861   MT  0.99990102   -0 03 53.1
 JR1322;SPC NV W     -14,445,234.31  2,594,777.82   sFT  0.99990102   -0 03 53.1
 JR1322;UTM  11      - 4,249,457.834   352,597.864   MT  0.99986758   -1 02 52.8
 JR1322
 JR1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1322!SPC NV W     -   0.99955212  x   0.99990102  =   0.99945319
 JR1322!UTM  11      -   0.99955212  x   0.99986758  =   0.99941976
 JR1322
 JR1322:                Primary Azimuth Mark                     Grid Az
 JR1322:SPC NV W     -  ORO                                      083 09 55.1
 JR1322:UTM  11      -  ORO                                      084 08 54.8
 JR1322
 JR1322|---------------------------------------------------------------------|
 JR1322| PID    Reference Object                     Distance      Geod. Az  |
 JR1322|                                                           dddmmss.s |
 JR1322| JR1330 ORO                                 APPROX.21.2 KM 0830602.0 |
 JR1322|---------------------------------------------------------------------|
 JR1322
 JR1322                          SUPERSEDED SURVEY CONTROL
 JR1322
 JR1322  NAD 83(1992)-  38 22 52.26910(N)    118 41 15.38497(W) AD(       ) 3
 JR1322  NGVD 29 (06/01/94) 2878.8    (m)         9445.     (f) VERT ANG       
 JR1322
 JR1322.Superseded values are not recommended for survey control.
 JR1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1322.See file dsdata.txt to determine how the superseded data were derived.
 JR1322
 JR1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC5259849458(NAD 83)
 JR1322_MARKER: DD = SURVEY DISK
 JR1322_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JR1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1322
 JR1322  HISTORY     - Date     Condition        Report By
 JR1322  HISTORY     - 1954     MONUMENTED       USGS
 JR1322
 JR1322                          STATION DESCRIPTION
 JR1322
 JR1322'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JR1322'LOCATED ABOUT 10.6 MI. SSW. OF HAWTHORNE, 8.2 MI. W. OF WHISKEY
 JR1322'SPRING, ON HIGHEST POINT OF BULLER MTN.
 JR1322'
 JR1322'TO REACH FROM JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 31 IN
 JR1322'HAWTHORNE, DRIVE S. ON STATE HIGHWAY 31 FOR 16.1 MI. TO X-RDS., TURN
 JR1322'RIGHT AND FOLLOW POWELL CANYON ROAD FOR 4.8 MI. TO RD. FORKS, TAKE
 JR1322'LEFT FORK FOR 2.7 MI. TO SUMMIT AND END OF RD.  PACK N. ALONG MAIN
 JR1322'RIDGE TO HIGHEST POINT AND STATION.  (ABOUT 1-HR. 20-MINUTE PACK.)
 JR1322'
 JR1322'STATION MARK--STANDARD ALUMINUM TABLET STAMPED----BULLER MT
 JR1322'1954---CEMENTED IN SOILD ROCK.
 JR1322'
 JR1322'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN SOLID ROCK,
 JR1322'8.36 FT. FROM STATION MARK 268 DEGREES 23 MINUTES.
 JR1322'
 JR1322'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN SOLID ROCK,
 JR1322'19.71 FT. FROM STATION MARK 0 DEGREES 10 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0941 ***********************************************************************
 GS0941  DESIGNATION -  BULLFROG
 GS0941  PID         -  GS0941
 GS0941  STATE/COUNTY-  NV/NYE
 GS0941  USGS QUAD   -  BEATTY (1987)
 GS0941
 GS0941                         *CURRENT SURVEY CONTROL
 GS0941  ___________________________________________________________________
 GS0941* NAD 83(1994)-  36 56 12.18953(N)    116 50 57.86441(W)     ADJUSTED  
 GS0941* NAVD 88     -      1831.3    (meters)    6008.     (feet)  VERTCON   
 GS0941  ___________________________________________________________________
 GS0941  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GS0941  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 GS0941
 GS0941  HORZ ORDER  -  FIRST
 GS0941
 GS0941.The horizontal coordinates were established by classical geodetic methods
 GS0941.and adjusted by the National Geodetic Survey in June 1998..
 GS0941
 GS0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0941
 GS0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0941
 GS0941.The geoid height was determined by GEOID03.
 GS0941
 GS0941;                    North         East     Units Scale Factor Converg.
 GS0941;SPC NV C     - 6,242,621.278   483,722.147   MT  0.99990326   -0 06 35.3
 GS0941;SPC NV C     -20,480,999.98  1,587,011.74   sFT  0.99990326   -0 06 35.3
 GS0941;SPC CA 4     -   680,060.748 2,191,561.870   MT  0.99995544   +1 16 58.9
 GS0941;SPC CA 4     - 2,231,165.97  7,190,149.24   sFT  0.99995544   +1 16 58.9
 GS0941;UTM  11      - 4,087,863.066   513,410.293   MT  0.99960222   +0 05 25.8
 GS0941
 GS0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0941!SPC NV C     -   0.99971697  x   0.99990326  =   0.99962026
 GS0941!SPC CA 4     -   0.99971697  x   0.99995544  =   0.99967242
 GS0941!UTM  11      -   0.99971697  x   0.99960222  =   0.99931930
 GS0941
 GS0941|---------------------------------------------------------------------|
 GS0941| PID    Reference Object                     Distance      Geod. Az  |
 GS0941|                                                           dddmmss.s |
 GS0941| CC5275 BULLFROG RM 1                         6.647 METERS 01620     |
 GS0941| GS0336 PAYET                               APPROX.15.2 KM 1424038.4 |
 GS0941| CC5276 BULLFROG RM 2                         5.149 METERS 18952     |
 GS0941| CC5274 BULLFROG AZ MK                                     2353704.5 |
 GS0941|---------------------------------------------------------------------|
 GS0941
 GS0941                          SUPERSEDED SURVEY CONTROL
 GS0941
 GS0941  NAD 83(1992)-  36 56 12.17625(N)    116 50 57.86662(W) AD(       ) 1
 GS0941  NAD 83(1986)-  36 56 12.17252(N)    116 50 57.86941(W) AD(       ) 1
 GS0941  NAD 27      -  36 56 12.37100(N)    116 50 54.65100(W) AD(       ) 1
 GS0941  NGVD 29 (07/19/86) 1830.3    (m)         6005.     (f) VERT ANG       
 GS0941
 GS0941.Superseded values are not recommended for survey control.
 GS0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0941.See file dsdata.txt to determine how the superseded data were derived.
 GS0941
 GS0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA1341087863(NAD 83)
 GS0941_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GS0941_SETTING: 66 = SET IN ROCK OUTCROP
 GS0941
 GS0941  HISTORY     - Date     Condition        Report By
 GS0941  HISTORY     - 1949     MONUMENTED       CGS
 GS0941  HISTORY     - 1949     SEE DESCRIPTION  CGS
 GS0941
 GS0941                          STATION DESCRIPTION
 GS0941
 GS0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0941'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE BULLFROG
 GS0941'HILLS ABOUT 3 MILES NORTHWEST OF RHYOLITE AND 6 MILES WEST
 GS0941'OF BEATTY.  THE STATION MARK IS ON THE HIGHEST POINT.  IT
 GS0941'IS 5 FEET FROM THE EAST SLOPE AND 5 FEET FROM THE WEST SLOPE.
 GS0941'IT IS SET IN A ROCK OUTCROP.  IT IS STAMPED BULLFROG 1949.
 GS0941'
 GS0941'REFERENCE MARK NO. 1 IS SET IN A ROCK OUTCROP 5 FEET BELOW
 GS0941'THE LEVEL OF THE STATION.  IT IS STAMPED BULLFROG NO 1 1949.
 GS0941'
 GS0941'REFERENCE MARK NO. 2 IS SET IN A ROCK OUTCROP 1 FOOT ABOVE
 GS0941'THE LEVEL OF THE STATION.
 GS0941'
 GS0941'THE AZIMUTH MARK IS ON THE EAST SLOPE OF A SMALL KNOLL 5.4
 GS0941'METERS WEST OF CENTERLINE OF A TRACK ROAD.  IT IS SET ON A
 GS0941'3 INCH PIPE PROJECTING 2 FEET ABOVE THE SURFACE OF THE GROUND.
 GS0941'IT IS A U.S. GEOLOGICAL BENCH MARK STAMPED 4483 DATUM B 114.
 GS0941'
 GS0941'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95 AND
 GS0941'STATE HIGHWAY 58 AT BEATTY, GO SOUTHWEST ON STATE HIGHWAY 58
 GS0941'FOR 2.0 MILES TO A ROAD RIGHT.  TAKE ROAD RIGHT AND CONTINUE
 GS0941'ON FOR 2.4 MILES TO OLD RAILROAD DEPOT.  TURN LEFT AT DEPOT
 GS0941'AND GO 0.4 MILE TO A Y FORK.  TAKE RIGHT FORK OF Y FORK AND
 GS0941'GO 0.5 MILE TO A Y FORK.  TAKE RIGHT FORK OF Y FORK AND GO
 GS0941'0.1 MILE TO A Y FORK.  TAKE LEFT FORK OF Y FORK AND GO 1.2 MILE
 GS0941'TO A Y FORK.  TAKE RIGHT FORK OF Y FORK AND GO 2.3 MILES
 GS0941'TO A Y FORK.  TAKE LEFT FORK OF Y FORK AND GO 0.4 MILE TO A
 GS0941'FAINT TRACK ROAD ON RIGHT MARKED BY A CAIRN WITH A BOTTLE
 GS0941'SET ON TOP.  TAKE FAINT TRACK ROAD, RIGHT, AND GO 1.2 MILE
 GS0941'UP DRAW TO THE BASE OF THE MOUNTAIN AND THE END OF TRUCK
 GS0941'TRAVEL.  FROM HERE PACK SOUTHWEST UP RIDGE THENCE NORTH
 GS0941'ALONG RIDGE TO THE HIGHEST POINT AND THE STATION SITE.  A 45
 GS0941'MINUTE PACK.
 GS0941'
 GS0941'TO REACH THE AZIMUTH MARK, CONTINUE ON THE MAIN TRAVELED ROAD
 GS0941'FOR 0.2 MILE BEYOND THE FAINT TRACK ROAD ON THE RIGHT MARKED
 GS0941'BY A CAIRN WITH A BOTTLE SET ON TOP.  THE MARK IS ON THE LEFT.
 GS0941
 GS0941                          STATION RECOVERY (1949)
 GS0941
 GS0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS)
 GS0941'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 GS0941'
 GS0941'THE DIRECTIONS AND DISTANCES TO THE MARKS WERE NOT CHECKED
 GS0941'AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8030 ***********************************************************************
 AH8030  DESIGNATION -  BULLION
 AH8030  PID         -  AH8030
 AH8030  STATE/COUNTY-  NV/ELKO
 AH8030  USGS QUAD   -  RAVENS NEST (1985)
 AH8030
 AH8030                         *CURRENT SURVEY CONTROL
 AH8030  ___________________________________________________________________
 AH8030* NAD 83(1994)-  40 30 07.90495(N)    116 00 44.95018(W)     ADJUSTED  
 AH8030* NAVD 88     -      2656.0    (meters)    8714.     (feet)  VERTCON   
 AH8030  ___________________________________________________________________
 AH8030  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 AH8030  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 AH8030
 AH8030  HORZ ORDER  -  THIRD
 AH8030
 AH8030.The horizontal coordinates were established by classical geodetic methods
 AH8030.and adjusted by the National Geodetic Survey in February 1999..
 AH8030
 AH8030.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8030
 AH8030.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8030
 AH8030.The geoid height was determined by GEOID03.
 AH8030
 AH8030;                    North         East     Units Scale Factor Converg.
 AH8030;SPC NV E     - 8,638,458.885   163,626.444   MT  0.99991628   -0 16 43.4
 AH8030;SPC NV E     -28,341,343.86    536,831.09   sFT  0.99991628   -0 16 43.4
 AH8030;UTM  11      - 4,483,966.814   583,673.784   MT  0.99968618   +0 38 29.1
 AH8030
 AH8030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8030!SPC NV E     -   0.99958652  x   0.99991628  =   0.99950283
 AH8030!UTM  11      -   0.99958652  x   0.99968618  =   0.99927283
 AH8030
 AH8030                          SUPERSEDED SURVEY CONTROL
 AH8030
 AH8030  NGVD 29 (02/26/99) 2654.8    (m)         8710.     (f) VERT ANG       
 AH8030
 AH8030.Superseded values are not recommended for survey control.
 AH8030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8030.See file dsdata.txt to determine how the superseded data were derived.
 AH8030
 AH8030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE8367483967(NAD 83)
 AH8030_MARKER: DS = TRIANGULATION STATION DISK
 AH8030_SETTING: 66 = SET IN ROCK OUTCROP
 AH8030_PROJECTION: FLUSH
 AH8030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8030+STABILITY: POSITION/ELEVATION WELL
 AH8030
 AH8030  HISTORY     - Date     Condition        Report By
 AH8030  HISTORY     - 1929     MONUMENTED       USGS
 AH8030
 AH8030                          STATION DESCRIPTION
 AH8030
 AH8030'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 AH8030'LOCATED ABOUT 16 MI SSE. OF CARLIN. ON HIGH POINT OF MOUNTAIN TOP
 AH8030'BETWEEN OLD MINING CAMP OF BULLION ON E. AND ABANDONED MINING CAMP OF
 AH8030'GREY EAGLE ON W. SEE 1955 RECOVERYFOR TO REACH.
 AH8030'STATION MARK--STANDARD TABLET STAMPED---LGS 1929---, CEMENTED IN SOLID
 AH8030'ROCK OUTCROP.
 AH8030'RM 1---STANDARD RM TABLET, UNSTAMPED, CEMENTED IN SOLID ROCK OUTCROP.
 AH8030'RM 2--STANDARD RM TABLET STAMPED---BULLION NO 2 1951---, CEMENTED IN
 AH8030'SOLID ROCK OUTCROP.
 AH8030'TO REACH FROM JCT. OF U.S. HWY. 40 AND STATE HWY. 51 IN CARLIN, FOLLOW
 AH8030'HWY. 51 2 MI SW. TO BRIDGE OVER HUMBOLDT RIVER. CONTINUE 13.5 MI TO
 AH8030'GRAVEL RD. E. TURN LEFT THROUGH ALUMINUM GATE ON GRAVEL RD. 2.4 MI E.
 AH8030'TO BRIDGE AND SIGN PINE MOUNTAIN ELE 8285. CONTINUE ACROSS BRIDGE 1.7
 AH8030'MI TO RD. INTERSECTION AND BRIDGE ACROSS CREEK. TAKE RIGHT FORK ACROSS
 AH8030'BRIDGE FOLLOWING GRAVEL RD. UP CANYON 2.8 MI TO RD. LEFT (N.) AND BLM
 AH8030'SIGN BULLION 5 MILES AND EMIGRANT SPRS 6 MILES. CONTINUE STRAIGHT
 AH8030'AHEAD 0.7 MI TO RD. IN SADDLE AND MICROWAVE STATION ABOUT 0.2 MI W. OF
 AH8030'RD. INTERSECTION. CONTINUE STRAIGHT AHEAD 2.7 MI TO Y-INTERSECTION.
 AH8030'TAKE RIGHT FORK 0.9 MI TO RD. FORK AND LOCKED CHAIN ACROSS RD. (MINING
 AH8030'CAMP OF BULLION IS VISIBLE FROM THIS POINT, WALK TO CAMP FOR KEY). GO
 AH8030'STRAIGHT AHEAD TO BULLION MINING CAMP 0.2 MI. FROM CAMP FOLLOW
 AH8030'MAIN-TRAVELED VERY GOOD RD. AROUND OLD MILL UP CANYON 2.1 MI TO HIGH
 AH8030'SADDLE ON SAME RIDGE STATION IS LOCATED. TURN S. 0.1 MI TO END OF RD.
 AH8030'AT CORE DRILLING SITE AND END OF TRUCK TRAVEL. HIKE S. ABOUT 1 MI
 AH8030'STAYING ON RIDGE TOP TO STATION. A 1-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0413 ***********************************************************************
 KP0413  DESIGNATION -  BULLY
 KP0413  PID         -  KP0413
 KP0413  STATE/COUNTY-  NV/WHITE PINE
 KP0413  USGS QUAD   -  GREEN SPRINGS SW (1990)
 KP0413
 KP0413                         *CURRENT SURVEY CONTROL
 KP0413  ___________________________________________________________________
 KP0413* NAD 83(1994)-  39 05 00.08999(N)    115 42 45.46303(W)     ADJUSTED  
 KP0413* NAVD 88     -      2081.2    (meters)    6828.     (feet)  VERTCON   
 KP0413  ___________________________________________________________________
 KP0413  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 KP0413  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 KP0413
 KP0413  HORZ ORDER  -  FIRST
 KP0413
 KP0413.The horizontal coordinates were established by classical geodetic methods
 KP0413.and adjusted by the National Geodetic Survey in June 1998..
 KP0413
 KP0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0413
 KP0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0413
 KP0413.The geoid height was determined by GEOID03.
 KP0413
 KP0413;                    North         East     Units Scale Factor Converg.
 KP0413;SPC NV E     - 8,480,859.654   188,813.885   MT  0.99990154   -0 04 53.5
 KP0413;SPC NV E     -27,824,287.05    619,466.89   sFT  0.99990154   -0 04 53.5
 KP0413;SPC NV C     - 6,481,284.961   582,540.362   MT  0.99998386   +0 36 05.4
 KP0413;SPC NV C     -21,264,015.74  1,911,217.84   sFT  0.99998386   +0 36 05.4
 KP0413;UTM  11      - 4,326,815.728   611,346.769   MT  0.99975266   +0 48 42.1
 KP0413
 KP0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0413!SPC NV E     -   0.99967694  x   0.99990154  =   0.99957851
 KP0413!SPC NV C     -   0.99967694  x   0.99998386  =   0.99966081
 KP0413!UTM  11      -   0.99967694  x   0.99975266  =   0.99942968
 KP0413
 KP0413:                Primary Azimuth Mark                     Grid Az
 KP0413:SPC NV E     -  BULLY AZ MK                              113 51 47.7
 KP0413:SPC NV C     -  BULLY AZ MK                              113 10 48.8
 KP0413:UTM  11      -  BULLY AZ MK                              112 58 12.1
 KP0413
 KP0413|---------------------------------------------------------------------|
 KP0413| PID    Reference Object                     Distance      Geod. Az  |
 KP0413|                                                           dddmmss.s |
 KP0413| DC9889 BULLY AZ MK                                        1134654.2 |
 KP0413| DC9890 BULLY RM 1                            9.631 METERS 23326     |
 KP0413| DC9891 BULLY RM 2                           10.524 METERS 30955     |
 KP0413|---------------------------------------------------------------------|
 KP0413
 KP0413                          SUPERSEDED SURVEY CONTROL
 KP0413
 KP0413  NAD 83(1986)-  39 05 00.08585(N)    115 42 45.46248(W) AD(       ) 1
 KP0413  NAD 27      -  39 05 00.33000(N)    115 42 42.31000(W) AD(       ) 1
 KP0413  NGVD 29 (07/19/86) 2080.0    (m)         6824.     (f) VERT ANG       
 KP0413
 KP0413.Superseded values are not recommended for survey control.
 KP0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0413.See file dsdata.txt to determine how the superseded data were derived.
 KP0413
 KP0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD1134726816(NAD 83)
 KP0413_MARKER: DS = TRIANGULATION STATION DISK
 KP0413_SETTING: 66 = SET IN ROCK OUTCROP
 KP0413
 KP0413  HISTORY     - Date     Condition        Report By
 KP0413  HISTORY     - 1939     MONUMENTED       CGS
 KP0413
 KP0413                          STATION DESCRIPTION
 KP0413
 KP0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 KP0413'STATION IS 12.0 MILES AIRLINE, NNW OF DUCKWATER POST OFFICE,
 KP0413'3.0 MILES NE OF THE CURRANT-EUREKA ROAD, AND 0.25 MILE SW OF
 KP0413'THE WHITE PINE-NYE COUNTY LINE.  ON THE HIGHEST POINT OF A
 KP0413'LONG ROUGH RIDGE WHICH LIES ABOUT 4.5 MILES W AND 2 MILES N
 KP0413'OF BULL CREEK RANCH.
 KP0413'
 KP0413'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 KP0413'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 KP0413'
 KP0413'STATION MARK SET FLUSH WITH THE GROUND AND STAMPED, BULLY
 KP0413'1938.  BAROMETRIC ELEVATION, 6,950 FEET.  ALL OBJECTS VISIBLE
 KP0413'FROM THE GROUND.
 KP0413'
 KP0413'REFERENCE MARK NO. 1 SET IN A LOW SMALL OUTCROP 7 FEET BELOW
 KP0413'STATION AND STAMPED, BULLY 1 1938.  REFERENCE MARK NO. 2 SET
 KP0413'FLUSH WITH THE SURFACE 12 FEET BELOW THE STATION AND STAMPED,
 KP0413'BULLY 2 1938.
 KP0413'
 KP0413'AZIMUTH MARK IS 0.3 MILE NW OF THE CROSSROADS MENTIONED
 KP0413'PREVIOUSLY AND IS ON THE HIGHEST POINT OF A SMALL HILL NEAR
 KP0413'A ROCK CAIRN.  MARK IS SET FLUSH WITH THE GROUND, AND IS ABOUT
 KP0413'1,000 FEET BELOW STATION AND ABOUT 1.5 MILES ESE OF IT.  IT IS
 KP0413'STAMPED, BULLY 1938.
 KP0413'
 KP0413'TO REACH FROM DUCKWATER POST OFFICE GO N ON STATE HIGHWAY NO.
 KP0413'20 (GRAVELED) FOR 8.4 MILES.  CONTINUE STRAIGHT AHEAD (N) ON
 KP0413'THE RIGHT HAND FORK, WHICH IS A TRACK ROAD, GO 4.7 MILES.
 KP0413'MAKE 130 DEGREE LEFT TURN AT CROSSROADS, GO 0.3 MILE.  LEAVE
 KP0413'ROAD AND PROCEED NW TOWARD STATION (STATION SITE CAN BE SEEN
 KP0413'FROM THE ROAD), GO 1.5 MILES TO END OF TRUCK TRAVEL.  CLIMB W
 KP0413'UP THE E SLOPE.  A 25 MINUTE PACK.
 KP0413'
 KP0413'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1377 ***********************************************************************
 FS1377  DESIGNATION -  BUMP
 FS1377  PID         -  FS1377
 FS1377  STATE/COUNTY-  NV/CLARK
 FS1377  USGS QUAD   -  BOULDER CITY SW (1973)
 FS1377
 FS1377                         *CURRENT SURVEY CONTROL
 FS1377  ___________________________________________________________________
 FS1377* NAD 83(1994)-  35 50 25.29672(N)    114 54 38.14910(W)     ADJUSTED  
 FS1377* NAVD 88     -       622.8    (meters)    2043.     (feet)  VERTCON   
 FS1377  ___________________________________________________________________
 FS1377  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 FS1377  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FS1377
 FS1377  HORZ ORDER  -  THIRD
 FS1377
 FS1377.The horizontal coordinates were established by classical geodetic methods
 FS1377.and adjusted by the National Geodetic Survey in June 1998..
 FS1377
 FS1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1377
 FS1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1377
 FS1377.The geoid height was determined by GEOID03.
 FS1377
 FS1377;                    North         East     Units Scale Factor Converg.
 FS1377;SPC NV E     - 8,121,167.918   260,772.769   MT  0.99994550   +0 23 38.1
 FS1377;SPC NV E     -26,644,198.41    855,551.99   sFT  0.99994550   +0 23 38.1
 FS1377;UTM  11      - 3,968,257.481   688,704.987   MT  1.00003881   +1 13 25.6
 FS1377
 FS1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1377!SPC NV E     -   0.99990675  x   0.99994550  =   0.99985225
 FS1377!UTM  11      -   0.99990675  x   1.00003881  =   0.99994555
 FS1377
 FS1377|---------------------------------------------------------------------|
 FS1377| PID    Reference Object                     Distance      Geod. Az  |
 FS1377|                                                           dddmmss.s |
 FS1377| CS5937 BUMP RM 2                             3.895 METERS 04005     |
 FS1377| CS5936 BUMP RM 1                             3.100 METERS 30227     |
 FS1377|---------------------------------------------------------------------|
 FS1377
 FS1377                          SUPERSEDED SURVEY CONTROL
 FS1377
 FS1377  NAD 83(1992)-  35 50 25.29596(N)    114 54 38.15012(W) AD(1991.35) 3
 FS1377  NAD 83(1992)-  35 50 25.29546(N)    114 54 38.15034(W) AD(       ) 3
 FS1377  NAD 83(1992)-  35 50 25.29495(N)    114 54 38.14975(W) AD(       ) 3
 FS1377  NAD 83(1986)-  35 50 25.29019(N)    114 54 38.13876(W) AD(       ) 3
 FS1377  NGVD 29 (05/21/91)  622.1    (m)         2041.     (f) VERT ANG       
 FS1377
 FS1377.Superseded values are not recommended for survey control.
 FS1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1377.See file dsdata.txt to determine how the superseded data were derived.
 FS1377
 FS1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV8870568257(NAD 83)
 FS1377_MARKER: DS = TRIANGULATION STATION DISK
 FS1377_SETTING: 80 = SET IN A BOULDER
 FS1377_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FS1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1377+STABILITY: SURFACE MOTION
 FS1377
 FS1377  HISTORY     - Date     Condition        Report By
 FS1377  HISTORY     - 1957     MONUMENTED       USGS
 FS1377  HISTORY     - 1958     GOOD             USGS
 FS1377
 FS1377                          STATION DESCRIPTION
 FS1377
 FS1377'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FS1377'LOCATED ABOUT 13.0 MI SSW. OF BOULDER CITY, 8.0 MI NNW. OF
 FS1377'NELSON, 1.5 MI E. OF U.S. HWY. 95.  ON HIGHEST POINT OF PROMINENT
 FS1377'LOW BLACK ROCKY TOP.
 FS1377'
 FS1377'TO REACH FROM BOULDER CITY POST OFFICE, DRIVE 1/2 BLOCK NW. TO
 FS1377'ARIZONA STREET.  TURN LEFT 3 BLOCKS TO INTERSECTION OF ARIZONA
 FS1377'STREET AND U.S. HWYS. 466 AND 93.  TURN LEFT FOLLOWING U.S. HWYS.
 FS1377'466 AND 93 WESTERLY 4.4 MI TO JCT. WITH U.S. HWY. 95.  TURN LEFT
 FS1377'ON U.S. HWY. 95 7.9 MI S. TO POINT WHERE THREE TRANSMISSION LINES
 FS1377'CROSS HWY.  LEAVE HWY. E. CROSS-COUNTRY ABOUT 1.5 MI TO BASE OF
 FS1377'ISOLATED LOW BLACK TOP.  HIKE TO HIGHEST POINT AND STATION.  A
 FS1377'5-MINUTE HIKE.
 FS1377'
 FS1377'STATION MARK--STANDARD TABLET STAMPED---BUMP 1957---, CEMENTED IN
 FS1377'DRILL HOLE IN ROCK.
 FS1377'
 FS1377'RM 1--STANDARD RM TABLET STAMPED---NO 1 1957---, CEMENTED IN DRILL
 FS1377'HOLE IN SOLID ROCK.
 FS1377'
 FS1377'RM 2--STANDARD RM TABLET STAMPED---NO 2 1957---, CEMENTED IN DRILL
 FS1377'HOLE IN SOLID ROCK.
 FS1377
 FS1377                          STATION RECOVERY (1958)
 FS1377
 FS1377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FS1377'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0825 ***********************************************************************
 LR0825  DESIGNATION -  BUN
 LR0825  PID         -  LR0825
 LR0825  STATE/COUNTY-  NV/HUMBOLDT
 LR0825  USGS QUAD   -  GOLCONDA (1981)
 LR0825
 LR0825                         *CURRENT SURVEY CONTROL
 LR0825  ___________________________________________________________________
 LR0825* NAD 83(1994)-  40 53 42.93460(N)    117 23 44.62941(W)     ADJUSTED  
 LR0825* NAVD 88     -      1730.0    (meters)    5676.     (feet)  VERTCON   
 LR0825  ___________________________________________________________________
 LR0825  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 LR0825  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 LR0825
 LR0825  HORZ ORDER  -  SECOND
 LR0825
 LR0825.The horizontal coordinates were established by classical geodetic methods
 LR0825.and adjusted by the National Geodetic Survey in June 1998..
 LR0825
 LR0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0825
 LR0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0825
 LR0825.The geoid height was determined by GEOID03.
 LR0825
 LR0825;                    North         East     Units Scale Factor Converg.
 LR0825;SPC NV W     - 4,682,694.040   900,068.232   MT  1.00002321   +0 46 39.2
 LR0825;SPC NV W     -15,363,138.70  2,952,973.86   sFT  1.00002321   +0 46 39.2
 LR0825;UTM  11      - 4,527,205.356   466,665.800   MT  0.99961368   -0 15 32.7
 LR0825
 LR0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0825!SPC NV W     -   0.99973188  x   1.00002321  =   0.99975509
 LR0825!UTM  11      -   0.99973188  x   0.99961368  =   0.99934567
 LR0825
 LR0825|---------------------------------------------------------------------|
 LR0825| PID    Reference Object                     Distance      Geod. Az  |
 LR0825|                                                           dddmmss.s |
 LR0825| DB6420 BUN RM 1                             16.709 METERS 14430     |
 LR0825| DB6421 BUN RM 2                             12.664 METERS 23152     |
 LR0825| LR0827 OSGOOD                              APPROX. 1.7 KM 2610811.4 |
 LR0825|---------------------------------------------------------------------|
 LR0825
 LR0825                          SUPERSEDED SURVEY CONTROL
 LR0825
 LR0825  NAD 83(1986)-  40 53 42.93872(N)    117 23 44.62579(W) AD(       ) 2
 LR0825  NAD 27      -  40 53 43.28640(N)    117 23 41.19850(W) AD(       ) 2
 LR0825  NGVD 29 (07/19/86) 1728.9    (m)         5672.     (f) VERT ANG       
 LR0825
 LR0825.Superseded values are not recommended for survey control.
 LR0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0825.See file dsdata.txt to determine how the superseded data were derived.
 LR0825
 LR0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF6666627205(NAD 83)
 LR0825_MARKER: DS = TRIANGULATION STATION DISK
 LR0825_SETTING: 80 = SET IN A BOULDER
 LR0825_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LR0825
 LR0825  HISTORY     - Date     Condition        Report By
 LR0825  HISTORY     - 1958     MONUMENTED       CGS
 LR0825
 LR0825                          STATION DESCRIPTION
 LR0825
 LR0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0825'THE STATION IS ABOUT 7 MILES SOUTHEAST OF GOLCONDA AND 2 MILES
 LR0825'SOUTH OF GOLCONDA SUMMIT, ON THE SUMMIT OF A LOW ROUNDED HILL
 LR0825'ABOUT 1/2 MILE SOUTHEAST OF SOME OLD MINE BUILDINGS AND DIGGINGS.
 LR0825'
 LR0825'TO REACH FROM GOLCONDA SUMMIT (5.8 MILES SOUTHEAST ALONG U.S.
 LR0825'HIGHWAY 40 FROM GOLCONDA), GO SOUTHERLY ON GRAVELED ROAD FOR 1.7
 LR0825'MILES TO MINE AND OLD BUILDINGS.  CONTINUE SOUTHEAST ON BLADED
 LR0825'ROAD FOR 0.2 MILE TO FORK, TAKE RIGHT FORK FOR 0.05 MILE TO
 LR0825'FORK.  TAKE LEFT FORK, SOUTH-SOUTHEAST, ALONG CREST OF RIDGE FOR
 LR0825'0.35 MILE TO SUMMIT OF HILL AND STATION SITE.
 LR0825'
 LR0825'THE STATION MARK, STAMPED BUN 1958, IS A STANDARD DISK CEMENTED
 LR0825'IN A DRILL HOLE IN A BOULDER AND BURIED IN A MASS OF CONCRETE
 LR0825'FLUSH WITH THE GROUND.
 LR0825'
 LR0825'REFERENCE MARK 1, STAMPED BUN NO 1 1958, IS A STANDARD DISK
 LR0825'CEMENTED IN A DRILL HOLE IN A FLAT BOULDER PROJECTING ABOUT 1
 LR0825'FOOT ON THE EAST SIDE.
 LR0825'
 LR0825'REFERENCE MARK 2, STAMPED BUN NO 2 1958, IS A STANDARD DISK CEMENTED
 LR0825'IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1897 ***********************************************************************
 GR1897  DESIGNATION -  BUNKER
 GR1897  PID         -  GR1897
 GR1897  STATE/COUNTY-  NV/LINCOLN
 GR1897  USGS QUAD   -  ROX (1980)
 GR1897
 GR1897                         *CURRENT SURVEY CONTROL
 GR1897  ___________________________________________________________________
 GR1897* NAD 83(1994)-  36 52 52.88956(N)    114 44 31.32972(W)     ADJUSTED  
 GR1897* NAVD 88     -      1261.4    (meters)    4138.     (feet)  VERTCON   
 GR1897  ___________________________________________________________________
 GR1897  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 GR1897  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 GR1897
 GR1897  HORZ ORDER  -  SECOND
 GR1897
 GR1897.The horizontal coordinates were established by classical geodetic methods
 GR1897.and adjusted by the National Geodetic Survey in June 1998..
 GR1897
 GR1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1897
 GR1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1897
 GR1897.The geoid height was determined by GEOID03.
 GR1897
 GR1897;                    North         East     Units Scale Factor Converg.
 GR1897;SPC NV E     - 8,236,792.998   274,994.728   MT  0.99996926   +0 30 17.8
 GR1897;SPC NV E     -27,023,545.03    902,211.87   sFT  0.99996926   +0 30 17.8
 GR1897;UTM  11      - 4,084,091.616   701,231.165   MT  1.00009889   +1 21 20.1
 GR1897
 GR1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1897!SPC NV E     -   0.99980618  x   0.99996926  =   0.99977545
 GR1897!UTM  11      -   0.99980618  x   1.00009889  =   0.99990505
 GR1897
 GR1897:                Primary Azimuth Mark                     Grid Az
 GR1897:SPC NV E     -  BUNKER AZ MK                             134 19 21.1
 GR1897:UTM  11      -  BUNKER AZ MK                             133 28 18.8
 GR1897
 GR1897|---------------------------------------------------------------------|
 GR1897| PID    Reference Object                     Distance      Geod. Az  |
 GR1897|                                                           dddmmss.s |
 GR1897| CC4404 BUNKER AZ MK                                       1344938.9 |
 GR1897| CC4405 BUNKER RM 1                           5.584 METERS 23104     |
 GR1897| CC4406 BUNKER RM 2                           6.783 METERS 34932     |
 GR1897|---------------------------------------------------------------------|
 GR1897
 GR1897                          SUPERSEDED SURVEY CONTROL
 GR1897
 GR1897  NAD 83(1994)-  36 52 52.88914(N)    114 44 31.32782(W) AD(       ) 2
 GR1897  NAD 83(1992)-  36 52 52.88641(N)    114 44 31.32628(W) AD(       ) 2
 GR1897  NAD 83(1986)-  36 52 52.88244(N)    114 44 31.32546(W) AD(       ) 2
 GR1897  NAD 27      -  36 52 52.98700(N)    114 44 28.34400(W) AD(       ) 2
 GR1897  NGVD 29 (07/19/86) 1260.7    (m)         4136.     (f) VERT ANG       
 GR1897
 GR1897.Superseded values are not recommended for survey control.
 GR1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1897.See file dsdata.txt to determine how the superseded data were derived.
 GR1897
 GR1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0123184092(NAD 83)
 GR1897_MARKER: DS = TRIANGULATION STATION DISK
 GR1897_SETTING: 66 = SET IN ROCK OUTCROP
 GR1897
 GR1897  HISTORY     - Date     Condition        Report By
 GR1897  HISTORY     - 1944     MONUMENTED       CGS
 GR1897  HISTORY     - 19690617 GOOD             USGS
 GR1897
 GR1897                          STATION DESCRIPTION
 GR1897
 GR1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 GR1897'STATION IS LOCATED ABOUT 16 MILES NNW OF MOAPA AND 5 MILES
 GR1897'WSW OF ROX RAILROAD STATION.  IT IS ON THE HIGHEST PEAK OF THE
 GR1897'FIRST PROMINENT HILLS W OF THE MEADOW VALLEY WASH.  THESE HILLS
 GR1897'SET APART TO THE E OF THE MEADOW VALLEY MOUNTAINS.
 GR1897'
 GR1897'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK.
 GR1897'
 GR1897'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 GR1897'FLUSH WITH THE GROUND.  IT IS STAMPED BUNKER NO 1 1944.
 GR1897'
 GR1897'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH
 GR1897'WITH THE GROUND.  IT IS STAMPED BUNKER NO 2 1944.
 GR1897'
 GR1897'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK THAT
 GR1897'PROJECTS ABOUT 10 INCHES ABOVE THE GROUND AND IS STAMPED BUNKER
 GR1897'1944.  IT IS ON SMALL HILL THAT IS ON THE SW SIDE OF THE WASH.
 GR1897'IF THE WASH IS FOLLOWED IN PLACE OF THE RIDGE AS NOTED IN THE
 GR1897'DIRECTIONS FOR REACHING THE STATION, THE AZIMUTH MARK IS PASSED
 GR1897'ON THE PACK TO THE STATION.  A 3-FOOT ROCK CAIRN HAS BEEN BUILT
 GR1897'AND IT IS 6 FEET ENE OF THE DISK.
 GR1897'
 GR1897'TO REACH STATION FROM MOAPA, TAKE BLADED ROAD THAT LEAVES
 GR1897'U.S. HIGHWAY 93 AT THE S END OF THE RAILROAD OVERPASS AND
 GR1897'DRIVE N TOWARD ROX.  AT 13 MILES THE ROAD GOES UNDER A
 GR1897'RAILROAD BRIDGE AND CONTINUES FOR 1 MILE TO THE LANE LEADING TO
 GR1897'THE HUNTER RANCH.  TURN LEFT AND CONTINUE THROUGH THE HUNTER
 GR1897'RANCHYARD ONTO AN OLD TRACK ROAD LEADING W TOWARD THE HILLS AND
 GR1897'UP WASH FOR ABOUT 1 MILE.  AT THIS POINT THE WASH DIVIDES INTO
 GR1897'THREE CANYONS.  TAKE EXTREME LEFT-HAND CANYON AND CONTINUE
 GR1897'FOR ABOUT 3/4 MILE TO WHERE THE WASH FLATTENS OUT.  AT THIS
 GR1897'POINT TAKE THE RIGHT-HAND WASH OR GO UP ON THE RIGHT-HAND
 GR1897'RIDGE AND CONTINUE W AS FAR AS PRACTICAL WITH A TRUCK.  FROM
 GR1897'HERE PACK TO THE HIGHEST PEAK OF THE FIRST PROMINENT HILLS
 GR1897'AND STATION.  A ROCK CAIRN HAS BEEN BUILT AT THE STATION AND
 GR1897'IT IS ABOUT 16 FEET SSE OF THE STATION DISK.  THE DRIVE FROM
 GR1897'THE HUNTER RANCHYARD IS DIFFICULT BUT A TRUCK WITH GOOD CLEARANCE
 GR1897'CAN EASILY MAKE THE DRIVE.
 GR1897'
 GR1897'LIGHT SHOWN TO CATHEDRAL LOWER THAN STATION MARK - 0.01 METER.
 GR1897
 GR1897                          STATION RECOVERY (1969)
 GR1897
 GR1897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (WKO)
 GR1897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0445 ***********************************************************************
 KQ0445  DESIGNATION -  BUNKER HILL
 KQ0445  PID         -  KQ0445
 KQ0445  STATE/COUNTY-  NV/LANDER
 KQ0445  USGS QUAD   -  BUNKER HILL (1988)
 KQ0445
 KQ0445                         *CURRENT SURVEY CONTROL
 KQ0445  ___________________________________________________________________
 KQ0445* NAD 83(1994)-  39 15 10.33237(N)    117 07 33.85123(W)     ADJUSTED  
 KQ0445* NAVD 88     -      3498.3    (meters)   11477.     (feet)  VERTCON   
 KQ0445  ___________________________________________________________________
 KQ0445  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 KQ0445  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 KQ0445
 KQ0445  HORZ ORDER  -  SECOND
 KQ0445
 KQ0445.The horizontal coordinates were established by classical geodetic methods
 KQ0445.and adjusted by the National Geodetic Survey in June 1998..
 KQ0445
 KQ0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0445
 KQ0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0445
 KQ0445.The geoid height was determined by GEOID03.
 KQ0445
 KQ0445;                    North         East     Units Scale Factor Converg.
 KQ0445;SPC NV C     - 6,499,769.373   460,349.481   MT  0.99991935   -0 17 26.5
 KQ0445;SPC NV C     -21,324,660.02  1,510,329.92   sFT  0.99991935   -0 17 26.5
 KQ0445;UTM  11      - 4,344,846.033   489,122.358   MT  0.99960146   -0 04 47.2
 KQ0445
 KQ0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0445!SPC NV C     -   0.99945491  x   0.99991935  =   0.99937430
 KQ0445!UTM  11      -   0.99945491  x   0.99960146  =   0.99905658
 KQ0445
 KQ0445|---------------------------------------------------------------------|
 KQ0445| PID    Reference Object                     Distance      Geod. Az  |
 KQ0445|                                                           dddmmss.s |
 KQ0445| CQ9125 BUNKER HILL RM 2                      9.442 METERS 03120     |
 KQ0445| KQ0523 CLIPPER GAP                         APPROX.29.3 KM 1131611.6 |
 KQ0445| CQ9124 BUNKER HILL RM 1                      6.209 METERS 28838     |
 KQ0445|---------------------------------------------------------------------|
 KQ0445
 KQ0445                          SUPERSEDED SURVEY CONTROL
 KQ0445
 KQ0445  NAD 83(1986)-  39 15 10.33718(N)    117 07 33.84327(W) AD(       ) 2
 KQ0445  NAD 27      -  39 15 10.59402(N)    117 07 30.52294(W) AD(       ) 2
 KQ0445  NGVD 29 (03/11/99) 3496.8    (m)        11472.     (f) VERT ANG       
 KQ0445
 KQ0445.Superseded values are not recommended for survey control.
 KQ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0445.See file dsdata.txt to determine how the superseded data were derived.
 KQ0445
 KQ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD8912244846(NAD 83)
 KQ0445_MARKER: DS = TRIANGULATION STATION DISK
 KQ0445_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0445_SP_SET: PARTIALLY EXPOSED BEDROCK
 KQ0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0445+STABILITY: POSITION/ELEVATION WELL
 KQ0445
 KQ0445  HISTORY     - Date     Condition        Report By
 KQ0445  HISTORY     - 1955     MONUMENTED       USGS
 KQ0445  HISTORY     - 1971     GOOD             USGS
 KQ0445  HISTORY     - 1971     GOOD             USGS
 KQ0445
 KQ0445                          STATION DESCRIPTION
 KQ0445
 KQ0445'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 KQ0445'RM 1 TO RM 2, NOT MEASURED.
 KQ0445'
 KQ0445'LOCATED ABOUT 17 MI S. OF AUSTIN.  5 MI W. OF STATE HIGHWAY
 KQ0445'8A.  ON HIGHEST POINT OF N. AND HIGHEST PEAK OF BUNKER HILL.  A
 KQ0445'PROMINENT MOUNTAIN IN THE TOIYABE RANGE.
 KQ0445'
 KQ0445'REACHED BY HELICOPTER IN 1971.
 KQ0445'
 KQ0445'TO REACH FROM COUNTY COURT HOUSE IN AUSTIN, DRIVE E. ON
 KQ0445'U.S. HIGHWAY 50 FOR 11.7 MI.  TURN RIGHT (S.) ONTO STATE HIGHWAY
 KQ0445'8A FOR 14.2 MI TO LARGE WOODEN MAILBOX ON RIGHT.  TURN RIGHT
 KQ0445'(W.) PER SIGN KINGSTON CR, ONTO GRAVEL RD. AND FOLLOW
 KQ0445'MAIN-TRAVELED RD. FOR 8.7 MI PASSING BY KINGSTON RANGER STATION
 KQ0445'TO A 3-WAY FORK.  TAKE RIGHT FORK (E.) NEAR SIGN MAHOGANY
 KQ0445'CANYON FOR 0.1 MI TO RD. FKS.  TAKE LEFT FORK 1.0 MI TO END OF
 KQ0445'RD. AND END OF TRUCK TRAVEL.  (TWO-WHEEL DRIVE PICK UP CAN BE
 KQ0445'DRIVEN TO END OF RD. DURING DRY WEATHER).  PACK WESTERLY UP
 KQ0445'BOTTOM OF CANYON TO SADDLE BETWEEN N. AND S. PEAKS.  TURN
 KQ0445'LEFT (N.) AND CLIMB UP RIDGE TO HIGHEST POINT AND STATION.
 KQ0445'
 KQ0445'STATION MARK--STANDARD USGS TABLET STAMPED BUNKER HILL 1955
 KQ0445'CEMENTED IN BEDROCK.
 KQ0445'
 KQ0445'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 KQ0445'STAMPED NO 1 1955 CEMENTED IN ROCK OUTCROP, 3.5 FT BELOW
 KQ0445'STATION MARK.
 KQ0445'
 KQ0445'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 KQ0445'STAMPED NO 2 1955 CEMENTED IN ROCK OUTCROP, 0.6 FT ABOVE STATION
 KQ0445'MARK.
 KQ0445
 KQ0445                          STATION RECOVERY (1971)
 KQ0445
 KQ0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KQ0445'DESCRIPTION AND POSITION LISTED IN NGS G15958. STATION MARK--STANDARD
 KQ0445'TABLET STAMPED---BUNKER HILL 1955---CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0264 ***********************************************************************
 KQ0264  DESIGNATION -  BUR
 KQ0264  PID         -  KQ0264
 KQ0264  STATE/COUNTY-  NV/LANDER
 KQ0264  USGS QUAD   -  IRON MOUNTAIN (1969)
 KQ0264
 KQ0264                         *CURRENT SURVEY CONTROL
 KQ0264  ___________________________________________________________________
 KQ0264* NAD 83(1994)-  39 17 13.33263(N)    117 27 32.10149(W)     ADJUSTED  
 KQ0264* NAVD 88     -      1870.932  (meters)    6138.22   (feet)  ADJUSTED  
 KQ0264  ___________________________________________________________________
 KQ0264  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 KQ0264  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 KQ0264  DYNAMIC HT  -        1868.992 (meters)    6131.85  (feet)  COMP
 KQ0264  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 KQ0264
 KQ0264  HORZ ORDER  -  SECOND
 KQ0264  VERT ORDER  -  FIRST     CLASS II
 KQ0264
 KQ0264.The horizontal coordinates were established by classical geodetic methods
 KQ0264.and adjusted by the National Geodetic Survey in June 1998..
 KQ0264
 KQ0264.The orthometric height was determined by differential leveling
 KQ0264.and adjusted by the National Geodetic Survey in June 1991..
 KQ0264
 KQ0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0264
 KQ0264.The geoid height was determined by GEOID03.
 KQ0264
 KQ0264.The dynamic height is computed by dividing the NAVD 88
 KQ0264.geopotential number by the normal gravity value computed on the
 KQ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0264.degrees latitude (g = 980.6199 gals.).
 KQ0264
 KQ0264.The modeled gravity was interpolated from observed gravity values.
 KQ0264
 KQ0264;                    North         East     Units Scale Factor Converg.
 KQ0264;SPC NV C     - 6,503,760.835   431,654.747   MT  0.99995749   -0 30 06.0
 KQ0264;SPC NV C     -21,337,755.34  1,416,187.28   sFT  0.99995749   -0 30 06.0
 KQ0264;UTM  11      - 4,348,730.521   460,422.538   MT  0.99961929   -0 17 26.1
 KQ0264
 KQ0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0264!SPC NV C     -   0.99971007  x   0.99995749  =   0.99966757
 KQ0264!UTM  11      -   0.99971007  x   0.99961929  =   0.99932947
 KQ0264
 KQ0264|---------------------------------------------------------------------|
 KQ0264| PID    Reference Object                     Distance      Geod. Az  |
 KQ0264|                                                           dddmmss.s |
 KQ0264| KQ0262 BUR RM 1                             16.044 METERS 04243     |
 KQ0264| KQ0263 BUR RM 2                             12.582 METERS 14932     |
 KQ0264| KQ0265 BUR AZ MK                                          2235639.9 |
 KQ0264|---------------------------------------------------------------------|
 KQ0264
 KQ0264                          SUPERSEDED SURVEY CONTROL
 KQ0264
 KQ0264  NAD 83(1986)-  39 17 13.34272(N)    117 27 32.09249(W) AD(       ) 2
 KQ0264  NAD 27      -  39 17 13.61200(N)    117 27 28.73400(W) AD(       ) 2
 KQ0264  NGVD 29 (??/??/92) 1869.660  (m)         6134.04   (f) ADJ UNCH    1 2
 KQ0264
 KQ0264.Superseded values are not recommended for survey control.
 KQ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0264.See file dsdata.txt to determine how the superseded data were derived.
 KQ0264
 KQ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD6042348731(NAD 83)
 KQ0264_MARKER: DS = TRIANGULATION STATION DISK
 KQ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0264_STAMPING: BUR 1954
 KQ0264_MARK LOGO: CGS   
 KQ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0264+STABILITY: SURFACE MOTION
 KQ0264
 KQ0264  HISTORY     - Date     Condition        Report By
 KQ0264  HISTORY     - 1954     MONUMENTED       CGS
 KQ0264  HISTORY     - 1955     GOOD             CGS
 KQ0264  HISTORY     - 1955     GOOD             NGS
 KQ0264  HISTORY     - 1985     GOOD             NGS
 KQ0264
 KQ0264                          STATION DESCRIPTION
 KQ0264
 KQ0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0264'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF U.S. HIGHWAY
 KQ0264'50, ABOUT 24 MILES (AIRLINE) SOUTHWEST OF AUSTIN, 22 MILES
 KQ0264'(AIRLINE) EAST OF EAST GATE, 11 MILES (AIRLINE) NORTH-NORTHEAST OF
 KQ0264'NORTH SHOSHONE MOUNTAIN AND 4.4 MILES (BY HIGHWAY) NORTHEAST
 KQ0264'OF THE OLD PETERSON RANCH AND UNION 76 GAS STATION.
 KQ0264'
 KQ0264'TO REACH FROM THE POST OFFICE IN AUSTIN, FOLLOW U.S. HIGHWAY
 KQ0264'50 WESTERLY FOR 27.2 MILES TO A DIRT ROAD LEFT AND SIGN REESE RIVER
 KQ0264'9 ON THE RIGHT SIDE OF THE HIGHWAY.  CONTINUE ON HIGHWAY FOR 0.8
 KQ0264'MILE TO THE STATION ON THE LEFT, 50 PACES SOUTHEAST OF THE
 KQ0264'CENTER OF THE HIGHWAY.  TO REACH THE AZIMUTH MARK FROM THE
 KQ0264'STATION TURN-OFF, CONTINUE SOUTHWEST ON U.S. HIGHWAY 50 FOR 0.5
 KQ0264'MILE TO THE MARK ON THE LEFT, 79 PACES SOUTHEAST OF THE
 KQ0264'CENTER OF THE HIGHWAY.
 KQ0264'
 KQ0264'THE STATION, UNDERGROUND AND ALL MARKS ARE STANDARD DISKS SET
 KQ0264'IN CONCRETE CYLINDERS.
 KQ0264'
 KQ0264'THE STATION MARK, STAMPED BUR 1954, IS 22 PACES NORTHWEST OF A
 KQ0264'DRAINAGE DITCH AND 7-1/2 FEET NORTH-NORTHWEST OF A WITNESS
 KQ0264'POST.  THE MARK PROJECTS ABOUT 4 INCHES.
 KQ0264'
 KQ0264'REFERENCE MARK 1, STAMPED BUR NO 1 1954, IS 50 PACES SOUTHEAST
 KQ0264'OF THE CENTER OF U.S. HIGHWAY 50 AND 27 PACES NORTHWEST OF THE
 KQ0264'DRAINAGE DITCH.  THE MARK PROJECTS ABOUT 2 INCHES.
 KQ0264'
 KQ0264'REFERENCE MARK 2, STAMPED BUR NO 2 1954, IS 9 PACES NORTHWEST
 KQ0264'OF THE DRAINAGE DITCH.  THE MARK PROJECTS ABOUT 4 INCHES.
 KQ0264'
 KQ0264'THE AZIMUTH MARK, STAMPED BUR 1954, IS 0.05 MILE EAST OF A DIRT
 KQ0264'ROAD INTERSECTION LEADING EAST OFF U.S. HIGHWAY 50, 33 FEET SOUTH
 KQ0264'OF THE CENTER OF THE DIRT ROAD AND 2 FEET SOUTH OF A WITNESS
 KQ0264'POST.  THE MARK PROJECTS ABOUT 2 INCHES.
 KQ0264
 KQ0264                          STATION RECOVERY (1955)
 KQ0264
 KQ0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 KQ0264'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN
 KQ0264'GOOD CONDITION, AS DESCRIBED.
 KQ0264
 KQ0264                          STATION RECOVERY (1955)
 KQ0264
 KQ0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KQ0264'5.3 MI NE FROM PETERSONS STATION.
 KQ0264'5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0264'MAINTENANCE STATION, 0.7 MILE SOUTHWEST OF THE T JUNCTION OF ELKHORN
 KQ0264'ROAD, 196.4 FEET SOUTH OF B.M. U 45, 150.9 FEET SOUTHEAST OF THE
 KQ0264'CENTER LINE OF THE HIGHWAY, 52.6 FEET SOUTHWEST OF BUR R.M. 1, 41.3
 KQ0264'FEET NORTHWEST OF BUR R.M. 2, 7.2 FEET NORTHWEST OF A WITNESS POST,
 KQ0264'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KQ0264'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KQ0264
 KQ0264                          STATION RECOVERY (1985)
 KQ0264
 KQ0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0264'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0264'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0265 ***********************************************************************
 KQ0265  DESIGNATION -  BUR AZ MK
 KQ0265  PID         -  KQ0265
 KQ0265  STATE/COUNTY-  NV/LANDER
 KQ0265  USGS QUAD   -  IRON MOUNTAIN (1969)
 KQ0265
 KQ0265                         *CURRENT SURVEY CONTROL
 KQ0265  ___________________________________________________________________
 KQ0265* NAD 83(1986)-  39 16 55.     (N)    117 27 54.     (W)     SCALED    
 KQ0265* NAVD 88     -      1862.479  (meters)    6110.48   (feet)  ADJUSTED  
 KQ0265  ___________________________________________________________________
 KQ0265  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 KQ0265  DYNAMIC HT  -        1860.547 (meters)    6104.14  (feet)  COMP
 KQ0265  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 KQ0265
 KQ0265  VERT ORDER  -  FIRST     CLASS II
 KQ0265
 KQ0265.The horizontal coordinates were scaled from a topographic map and have
 KQ0265.an estimated accuracy of +/- 6 seconds.
 KQ0265
 KQ0265.The orthometric height was determined by differential leveling
 KQ0265.and adjusted by the National Geodetic Survey in June 1991..
 KQ0265
 KQ0265.The geoid height was determined by GEOID03.
 KQ0265
 KQ0265.The dynamic height is computed by dividing the NAVD 88
 KQ0265.geopotential number by the normal gravity value computed on the
 KQ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0265.degrees latitude (g = 980.6199 gals.).
 KQ0265
 KQ0265.The modeled gravity was interpolated from observed gravity values.
 KQ0265
 KQ0265;                    North         East    Units  Estimated Accuracy
 KQ0265;SPC NV C     - 6,503,200.      431,130.      MT  (+/- 180 meters Scaled)
 KQ0265
 KQ0265                          SUPERSEDED SURVEY CONTROL
 KQ0265
 KQ0265  NGVD 29 (??/??/92) 1861.205  (m)         6106.30   (f) ADJ UNCH    1 2
 KQ0265
 KQ0265.Superseded values are not recommended for survey control.
 KQ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0265.See file dsdata.txt to determine how the superseded data were derived.
 KQ0265
 KQ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD598481(NAD 83)
 KQ0265_MARKER: DZ = AZIMUTH MARK DISK
 KQ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0265_STAMPING: BUR 1954
 KQ0265_MARK LOGO: CGS   
 KQ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0265+STABILITY: SURFACE MOTION
 KQ0265
 KQ0265  HISTORY     - Date     Condition        Report By
 KQ0265  HISTORY     - 1954     MONUMENTED       CGS
 KQ0265  HISTORY     - 1955     GOOD             NGS
 KQ0265  HISTORY     - 1985     GOOD             NGS
 KQ0265
 KQ0265                          STATION DESCRIPTION
 KQ0265
 KQ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0265'4.8 MI NE FROM PETERSONS STATION.
 KQ0265'4.8 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0265'MAINTENANCE STATION, 0.5 MILE SOUTHWEST OF BUR TRIANGULATION STATION,
 KQ0265'AT THE T JUNCTION OF BURCHAMS CREEK ROAD, 219.5 FEET SOUTHEAST OF THE
 KQ0265'CENTER LINE OF THE HIGHWAY, 33 FEET SOUTH OF THE CENTER LINE OF THE
 KQ0265'ROAD, 1.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT 7 FEET HIGHER THAN
 KQ0265'THE HIGHWAY, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 KQ0265'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 KQ0265
 KQ0265                          STATION RECOVERY (1985)
 KQ0265
 KQ0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0265'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0265'722.
 KQ0265'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 KQ0265'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0262 ***********************************************************************
 KQ0262  DESIGNATION -  BUR RM 1
 KQ0262  PID         -  KQ0262
 KQ0262  STATE/COUNTY-  NV/LANDER
 KQ0262  USGS QUAD   -  IRON MOUNTAIN (1969)
 KQ0262
 KQ0262                         *CURRENT SURVEY CONTROL
 KQ0262  ___________________________________________________________________
 KQ0262* NAD 83(1986)-  39 17 14.     (N)    117 27 32.     (W)     SCALED    
 KQ0262* NAVD 88     -      1871.109  (meters)    6138.80   (feet)  ADJUSTED  
 KQ0262  ___________________________________________________________________
 KQ0262  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 KQ0262  DYNAMIC HT  -        1869.170 (meters)    6132.44  (feet)  COMP
 KQ0262  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 KQ0262
 KQ0262  VERT ORDER  -  FIRST     CLASS II
 KQ0262
 KQ0262.The horizontal coordinates were scaled from a topographic map and have
 KQ0262.an estimated accuracy of +/- 6 seconds.
 KQ0262
 KQ0262.The orthometric height was determined by differential leveling
 KQ0262.and adjusted by the National Geodetic Survey in June 1991..
 KQ0262
 KQ0262.The geoid height was determined by GEOID03.
 KQ0262
 KQ0262.The dynamic height is computed by dividing the NAVD 88
 KQ0262.geopotential number by the normal gravity value computed on the
 KQ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0262.degrees latitude (g = 980.6199 gals.).
 KQ0262
 KQ0262.The modeled gravity was interpolated from observed gravity values.
 KQ0262
 KQ0262;                    North         East    Units  Estimated Accuracy
 KQ0262;SPC NV C     - 6,503,780.      431,660.      MT  (+/- 180 meters Scaled)
 KQ0262
 KQ0262                          SUPERSEDED SURVEY CONTROL
 KQ0262
 KQ0262  NGVD 29 (??/??/92) 1869.838  (m)         6134.63   (f) ADJ UNCH    1 2
 KQ0262
 KQ0262.Superseded values are not recommended for survey control.
 KQ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0262.See file dsdata.txt to determine how the superseded data were derived.
 KQ0262
 KQ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD604487(NAD 83)
 KQ0262_MARKER: DR = REFERENCE MARK DISK
 KQ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0262_STAMPING: BUR NO 1 1954
 KQ0262_MARK LOGO: CGS   
 KQ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0262+STABILITY: SURFACE MOTION
 KQ0262
 KQ0262  HISTORY     - Date     Condition        Report By
 KQ0262  HISTORY     - 1954     MONUMENTED       CGS
 KQ0262  HISTORY     - 1955     GOOD             NGS
 KQ0262  HISTORY     - 1985     GOOD             NGS
 KQ0262
 KQ0262                          STATION DESCRIPTION
 KQ0262
 KQ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0262'5.3 MI NE FROM PETERSONS STATION.
 KQ0262'5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0262'MAINTENANCE STATION, 0.7 MILE SOUTHWEST OF THE T JUNCTION OF ELKHORN
 KQ0262'ROAD, 148.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 77 FEET
 KQ0262'NORTHWEST OF THE CENTER OF A DRAIN DITCH, 52.6 FEET NORTHEAST OF BUR
 KQ0262'TRIANGULATION STATION, 2.3 FEET NORTHWEST OF A WITNESS POST, ABOUT 2
 KQ0262'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KQ0262'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 KQ0262
 KQ0262                          STATION RECOVERY (1985)
 KQ0262
 KQ0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0262'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 KQ0262'NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY 722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0263 ***********************************************************************
 KQ0263  DESIGNATION -  BUR RM 2
 KQ0263  PID         -  KQ0263
 KQ0263  STATE/COUNTY-  NV/LANDER
 KQ0263  USGS QUAD   -  IRON MOUNTAIN (1969)
 KQ0263
 KQ0263                         *CURRENT SURVEY CONTROL
 KQ0263  ___________________________________________________________________
 KQ0263* NAD 83(1986)-  39 17 14.     (N)    117 27 32.     (W)     SCALED    
 KQ0263* NAVD 88     -      1871.066  (meters)    6138.66   (feet)  ADJUSTED  
 KQ0263  ___________________________________________________________________
 KQ0263  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 KQ0263  DYNAMIC HT  -        1869.126 (meters)    6132.29  (feet)  COMP
 KQ0263  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 KQ0263
 KQ0263  VERT ORDER  -  FIRST     CLASS II
 KQ0263
 KQ0263.The horizontal coordinates were scaled from a topographic map and have
 KQ0263.an estimated accuracy of +/- 6 seconds.
 KQ0263
 KQ0263.The orthometric height was determined by differential leveling
 KQ0263.and adjusted by the National Geodetic Survey in June 1991..
 KQ0263
 KQ0263.The geoid height was determined by GEOID03.
 KQ0263
 KQ0263.The dynamic height is computed by dividing the NAVD 88
 KQ0263.geopotential number by the normal gravity value computed on the
 KQ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0263.degrees latitude (g = 980.6199 gals.).
 KQ0263
 KQ0263.The modeled gravity was interpolated from observed gravity values.
 KQ0263
 KQ0263;                    North         East    Units  Estimated Accuracy
 KQ0263;SPC NV C     - 6,503,780.      431,660.      MT  (+/- 180 meters Scaled)
 KQ0263
 KQ0263                          SUPERSEDED SURVEY CONTROL
 KQ0263
 KQ0263  NGVD 29 (??/??/92) 1869.794  (m)         6134.48   (f) ADJ UNCH    1 2
 KQ0263
 KQ0263.Superseded values are not recommended for survey control.
 KQ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0263.See file dsdata.txt to determine how the superseded data were derived.
 KQ0263
 KQ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD604487(NAD 83)
 KQ0263_MARKER: DR = REFERENCE MARK DISK
 KQ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0263_STAMPING: BUR NO 2 1954
 KQ0263_MARK LOGO: CGS   
 KQ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0263+STABILITY: SURFACE MOTION
 KQ0263
 KQ0263  HISTORY     - Date     Condition        Report By
 KQ0263  HISTORY     - 1954     MONUMENTED       CGS
 KQ0263  HISTORY     - 1955     GOOD             NGS
 KQ0263  HISTORY     - 1985     GOOD             NGS
 KQ0263
 KQ0263                          STATION DESCRIPTION
 KQ0263
 KQ0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0263'5.3 MI NE FROM PETERSONS STATION.
 KQ0263'5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0263'MAINTENANCE STATION, 0.7 MILE SOUTHWEST OF THE T JUNCTION OF ELKHORN
 KQ0263'ROAD, 192.1 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 41.3
 KQ0263'FEET SOUTHEAST OF BUR TRIANGULATION STATION, 23 1/2 FEET NORTHWEST OF
 KQ0263'THE CENTER OF A DRAIN DITCH, 1.5 FEET EAST OF A WITNESS POST, ABOUT 2
 KQ0263'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KQ0263'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KQ0263
 KQ0263                          STATION RECOVERY (1985)
 KQ0263
 KQ0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0263'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 KQ0263'NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY 722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0736 ***********************************************************************
 LQ0736  DESIGNATION -  BURN
 LQ0736  PID         -  LQ0736
 LQ0736  STATE/COUNTY-  NV/ELKO
 LQ0736  USGS QUAD   -  OSINO (1982)
 LQ0736
 LQ0736                         *CURRENT SURVEY CONTROL
 LQ0736  ___________________________________________________________________
 LQ0736* NAD 83(1994)-  40 56 29.54156(N)    115 40 53.83211(W)     ADJUSTED  
 LQ0736* NAVD 88     -      1626.     (meters)    5335.     (feet)  SCALED    
 LQ0736  ___________________________________________________________________
 LQ0736  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 LQ0736  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 LQ0736
 LQ0736  HORZ ORDER  -  SECOND
 LQ0736
 LQ0736.The horizontal coordinates were established by classical geodetic methods
 LQ0736.and adjusted by the National Geodetic Survey in June 1998..
 LQ0736
 LQ0736.The orthometric height was scaled from a topographic map.
 LQ0736
 LQ0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0736
 LQ0736.The geoid height was determined by GEOID03.
 LQ0736
 LQ0736;                    North         East     Units Scale Factor Converg.
 LQ0736;SPC NV E     - 8,687,158.637   191,724.155   MT  0.99990084   -0 03 51.9
 LQ0736;SPC NV E     -28,501,119.63    629,015.00   sFT  0.99990084   -0 03 51.9
 LQ0736;UTM  11      - 4,533,104.154   610,977.088   MT  0.99975158   +0 51 50.4
 LQ0736
 LQ0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0736!SPC NV E     -   0.99974786  x   0.99990084  =   0.99964873
 LQ0736!UTM  11      -   0.99974786  x   0.99975158  =   0.99949950
 LQ0736
 LQ0736                          SUPERSEDED SURVEY CONTROL
 LQ0736
 LQ0736  NAD 83(1986)-  40 56 29.54283(N)    115 40 53.82565(W) AD(       ) 2
 LQ0736  NAD 27      -  40 56 29.83400(N)    115 40 50.58300(W) AD(       ) 2
 LQ0736
 LQ0736.Superseded values are not recommended for survey control.
 LQ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0736.See file dsdata.txt to determine how the superseded data were derived.
 LQ0736
 LQ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF1097733104(NAD 83)
 LQ0736_MARKER: DD = SURVEY DISK
 LQ0736_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LQ0736_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LQ0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0736
 LQ0736  HISTORY     - Date     Condition        Report By
 LQ0736  HISTORY     - 1947     MONUMENTED       USGLO
 LQ0736
 LQ0736                          STATION DESCRIPTION
 LQ0736
 LQ0736'DESCRIBED BY US GENERAL LAND OFFICE 1947 (FAR)
 LQ0736'STATION IS A G.L.O. 1-1/2 INCH IRON PIPE WITH BRASS CAP STAMPED
 LQ0736'T35N, R56E, SECTIONS 5 AND 8.  IT IS ABOUT 1.3 MILES, AIRLINE,
 LQ0736'N.W. OF THE OSINO RANCH.
 LQ0736'
 LQ0736'TO REACH FROM THE POST OFFICE, ELKO, NEVADA, GO N. ONE BLOCK,
 LQ0736'TURN RIGHT ON U.S. 40 AND FOLLOW FOR 9.1 MILES TO THE OSINO
 LQ0736'RANCH.  LEAVE THE HIGHWAY AND GO N.W. THRU A BOARD GATE TAKING
 LQ0736'THE MAIN TRAVELED ROAD FOR 0.16 MILE.  LEAVE MAIN TRAVELED
 LQ0736'ROAD AND CONTINUE ON DIM TRAIL FOR 0.27 MILE.  CROSS TELEPHONE
 LQ0736'UNDERGROUND CABLE AND CONTINUE N.W. ACROSS COUNTRY TO E.-W.
 LQ0736'FENCE LINE.  FOLLOW FENCE LINE 0.79 MILE TO END OF TRUCK
 LQ0736'TRAVEL.  STATION IS ABOUT 200 YARDS AHEAD AT FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1854 ***********************************************************************
 KR1854  DESIGNATION -  BURNED
 KR1854  PID         -  KR1854
 KR1854  STATE/COUNTY-  NV/WASHOE
 KR1854  USGS QUAD   -  GRANITE PEAK (1980)
 KR1854
 KR1854                         *CURRENT SURVEY CONTROL
 KR1854  ___________________________________________________________________
 KR1854* NAD 83(1994)-  39 50 40.92470(N)    119 53 25.79128(W)     ADJUSTED  
 KR1854* NAVD 88     -      1863.9    (meters)    6115.     (feet)  VERTCON   
 KR1854  ___________________________________________________________________
 KR1854  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KR1854  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 KR1854
 KR1854  HORZ ORDER  -  THIRD
 KR1854
 KR1854.The horizontal coordinates were established by classical geodetic methods
 KR1854.and adjusted by the National Geodetic Survey in June 1998..
 KR1854
 KR1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1854
 KR1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1854
 KR1854.The geoid height was determined by GEOID03.
 KR1854
 KR1854;                    North         East     Units Scale Factor Converg.
 KR1854;SPC NV W     - 4,566,188.532   688,133.172   MT  1.00005402   -0 50 15.4
 KR1854;SPC NV W     -14,980,903.54  2,257,650.25   sFT  1.00005402   -0 50 15.4
 KR1854;UTM  11      - 4,414,519.552   252,690.973   MT  1.00035303   -1 51 10.5
 KR1854
 KR1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1854!SPC NV W     -   0.99971139  x   1.00005402  =   0.99976539
 KR1854!UTM  11      -   0.99971139  x   1.00035303  =   1.00006432
 KR1854
 KR1854                          SUPERSEDED SURVEY CONTROL
 KR1854
 KR1854  NAD 83(1992)-  39 50 40.92728(N)    119 53 25.79077(W) AD(       ) 3
 KR1854  NAD 83(1990)-  39 50 40.93401(N)    119 53 25.78501(W) AD(       ) 3
 KR1854  NGVD 29 (10/14/92) 1862.7    (m)         6111.     (f) VERT ANG       
 KR1854
 KR1854.Superseded values are not recommended for survey control.
 KR1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1854.See file dsdata.txt to determine how the superseded data were derived.
 KR1854
 KR1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE5269114520(NAD 83)
 KR1854_MARKER: DS = TRIANGULATION STATION DISK
 KR1854_SETTING: 80 = SET IN A BOULDER
 KR1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1854+STABILITY: SURFACE MOTION
 KR1854
 KR1854  HISTORY     - Date     Condition        Report By
 KR1854  HISTORY     - 1956     MONUMENTED       USGS
 KR1854  HISTORY     - 1976     GOOD             USGS
 KR1854
 KR1854                          STATION DESCRIPTION
 KR1854
 KR1854'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KR1854'LOCATED ABOUT 22 MI N. OF RENO, 15 MI SE. OF DOYLE, CA.  ON SOUTH
 KR1854'TOP OF BARE HILL BETWEEN DOGSKIN MOUNTAINS AND RED ROCK VALLEY.
 KR1854'
 KR1854'SEE 1976 RECOVERY FOR TO REACH.
 KR1854'
 KR1854'STATION MARK--STANDARD TABLET STAMPED---BURNED 1956---, CEMENTED IN
 KR1854'BURIED ROCK.
 KR1854'
 KR1854'RM 1--STANDARD RM TABLET STAMPED---NO 1 1956---, CEMENTED IN ROCK
 KR1854'OUTCROP.
 KR1854'
 KR1854'RM 2--STANDARD RM TABLET STAMPED---NO 2 1956---, CEMENTED IN ROCK
 KR1854'OUTCROP.
 KR1854
 KR1854                          STATION RECOVERY (1976)
 KR1854
 KR1854'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KR1854'RECOVERED AS DESCRIBED BY USGS IN 1956.  ALL MARKS IN GOOD
 KR1854'CONDITION.  OCCUPIED FOR EDVA.
 KR1854'
 KR1854'TO REACH FROM INTERSECTION OF RED ROCK RD. AND U.S. HWY. 395,
 KR1854'DRIVE 14.35 MI N. ON RED ROCK RD. TO REVERSE Y-RD. JCT.  TURN
 KR1854'RIGHT FOLLOWING MAIN TRACK RD. 1.0 MI TO T-RD.  TURN RIGHT 0.7 MI
 KR1854'TO T-RD.  TURN RIGHT 0.4 MI TO RD. JCT.  KEEP STRAIGHT AHEAD
 KR1854'(LEFT FORK) FOLLOWING MAIN TRACK RD. 1.7 MI TO TOP OF SMALL
 KR1854'RIDGE.  TURN RIGHT CROSS-COUNTRY FOLLOWING RIDGE NE. 0.15 MI TO
 KR1854'SMALL TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1715 ***********************************************************************
 KR1715  DESIGNATION -  BURNT CEDAR
 KR1715  PID         -  KR1715
 KR1715  STATE/COUNTY-  NV/WASHOE
 KR1715  USGS QUAD   -  MARLETTE LAKE (1992)
 KR1715
 KR1715                         *CURRENT SURVEY CONTROL
 KR1715  ___________________________________________________________________
 KR1715* NAD 83(1994)-  39 14 42.90691(N)    119 58 04.38753(W)     ADJUSTED  
 KR1715* NAVD 88     -      1900.72   (+/-2cm)    6235.9    (feet)  VERTCON   
 KR1715  ___________________________________________________________________
 KR1715  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 KR1715  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 KR1715
 KR1715  HORZ ORDER  -  SECOND
 KR1715  VERT ORDER  -  THIRD ? (See Below)
 KR1715
 KR1715.The horizontal coordinates were established by classical geodetic methods
 KR1715.and adjusted by the National Geodetic Survey in June 1998..
 KR1715
 KR1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1715.The vertical order pertains to the NGVD 29 superseded value.
 KR1715
 KR1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1715
 KR1715.The geoid height was determined by GEOID03.
 KR1715
 KR1715;                    North         East     Units Scale Factor Converg.
 KR1715;SPC NV W     - 4,499,736.752   680,485.989   MT  1.00007582   -0 52 33.7
 KR1715;SPC NV W     -14,762,886.33  2,232,561.12   sFT  1.00007582   -0 52 33.7
 KR1715;SPC CA 2     -   677,193.162 2,175,396.556   MT  0.99991859   +1 16 52.3
 KR1715;SPC CA 2     - 2,221,757.90  7,137,113.53   sFT  0.99991859   +1 16 52.3
 KR1715;UTM  11      - 4,348,191.817   243,872.059   MT  1.00040782   -1 52 43.1
 KR1715;UTM  10      - 4,348,375.631   761,671.935   MT  1.00044317   +1 55 09.6
 KR1715
 KR1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1715!SPC NV W     -   0.99970560  x   1.00007582  =   0.99978140
 KR1715!SPC CA 2     -   0.99970560  x   0.99991859  =   0.99962421
 KR1715!UTM  11      -   0.99970560  x   1.00040782  =   1.00011330
 KR1715!UTM  10      -   0.99970560  x   1.00044317  =   1.00014864
 KR1715
 KR1715                          SUPERSEDED SURVEY CONTROL
 KR1715
 KR1715  NAD 83(1992)-  39 14 42.90670(N)    119 58 04.38796(W) AD(       ) 2
 KR1715  NAD 83(1986)-  39 14 42.88873(N)    119 58 04.35912(W) AD(       ) 2
 KR1715  NAD 27      -  39 14 43.22334(N)    119 58 00.67988(W) AD(       ) 2
 KR1715  NGVD 29 (07/19/86) 1899.48   (m)         6231.9    (f) LEVELING    3  
 KR1715
 KR1715.Superseded values are not recommended for survey control.
 KR1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1715.See file dsdata.txt to determine how the superseded data were derived.
 KR1715
 KR1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4387248192(NAD 83)
 KR1715_MARKER: DD = SURVEY DISK
 KR1715_SETTING: 80 = SET IN A BOULDER
 KR1715_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KR1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1715+STABILITY: SURFACE MOTION
 KR1715
 KR1715  HISTORY     - Date     Condition        Report By
 KR1715  HISTORY     - 1978     MONUMENTED       CASLC
 KR1715  HISTORY     - 19990715 GOOD             USPSQD
 KR1715  HISTORY     - 20030908 MARK NOT FOUND   USPSQD
 KR1715
 KR1715                          STATION DESCRIPTION
 KR1715
 KR1715'DESCRIBED BY CALIFORNIA STATE LANDS COMMISSION 1978
 KR1715'STATION IS IN THE BURNT CEDAR BEACH, INCLINE VILLAGE, WASHOE COUNTY,
 KR1715'NEVADA.
 KR1715'
 KR1715'TO REACH THE STATION FROM THE INTERSECTION OF NORTH LAKE BLVD. (CALIF
 KR1715'STATE HIGHWAY 28) AND NORTH SHORE BLVD. (CALIF STATE HIGHWAY 267),
 KR1715'PROCEED EAST ON NORTH LAKE BLVD. 1.7 MILES TO THE CALIFORNIA/NEVADA
 KR1715'STATELINE.  CONTINUE EAST ON NEVADA STATE HIGHWAY 28 2.4 MILES TO
 KR1715'LAKE SHORE DRIVE.  TURN RIGHT, SOUTH AND PROCEED EAST ON LAKE SHORE
 KR1715'DRIVE 0.7 MILE TO BURNT CEDAR BEACH.  TURN RIGHT, SOUTH INTO THE
 KR1715'PARKING AREA AND PROCEED EAST 0.2 MILE TO THE EAST END OF THE
 KR1715'PARKING AREA AND THE STATION ON THE SHORE OF LAKE TAHOE.
 KR1715'
 KR1715'STATION MARK IS A STANDARD CSLC BRASS DISK STAMPED BURNT CEDAR 1978
 KR1715'SET FLUSH IN A DRILL HOLE IN THE TOP OF A 6 BY 8 FT. BOULDER THAT
 KR1715'PROJECTS 3 FT. ABOVE THE GROUND.  STATION IS 74.5 FT. WEST OF THE
 KR1715'EAST FENCE OF THE BURNT CEDAR BEACH.
 KR1715'
 KR1715'REFERENCE MARK NO. 1 IS A STANDARD CSLC BRASS DISK STAMPED BURNT
 KR1715'CEDAR 1978 RM 1 SET FLUSH IN A DRILL HOLE IN THE TOP OF A 2 BY 3 FT.
 KR1715'BOULDER THAT PROJECTS 1 FT ABOVE THE GROUND, IS ABOUT FOUR FEET
 KR1715'HIGHER THAN THE STATION MARK AND IS 65.4 FT. SE OF THE SE CORNER
 KR1715'OF A RESTROOM FACILITY IN BURNT CEDAR BEACH.
 KR1715'
 KR1715'REFERENCE MARK NO. 2 IS A STANDARD CSLC BRASS DISK STAMPED BURNT
 KR1715'CEDAR 1978 RM 2 SET FLUSH IN A DRILL HOLE IN THE TOP OF A 1.5 BY 2
 KR1715'FT. BOULDER THAT PROJECTS 0.5 FT. ABOVE THE GROUND, IS ABOUT 5 FT.
 KR1715'HIGHER THAN THE STATION MARK AND IS 85.8 FT. SE OF THE SE CORNER
 KR1715'OF A RESTROOM FACILITY IN BURNT CEDAR BEACH.
 KR1715
 KR1715                          STATION RECOVERY (1999)
 KR1715
 KR1715'RECOVERY NOTE BY US POWER SQUADRON 1999
 KR1715'RECOVERED IN GOOD CONDITION.
 KR1715
 KR1715                          STATION RECOVERY (2003)
 KR1715
 KR1715'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0169 ***********************************************************************
 GR0169  DESIGNATION -  BUSH
 GR0169  PID         -  GR0169
 GR0169  STATE/COUNTY-  NV/CLARK
 GR0169  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0169
 GR0169                         *CURRENT SURVEY CONTROL
 GR0169  ___________________________________________________________________
 GR0169* NAD 83(1994)-  36 46 24.26402(N)    114 15 34.03969(W)     ADJUSTED  
 GR0169* NAVD 88     -       662.786  (meters)    2174.49   (feet)  POSTED    
 GR0169  ___________________________________________________________________
 GR0169  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 GR0169  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 GR0169  DYNAMIC HT  -         662.130 (meters)    2172.34  (feet)  COMP
 GR0169  MODELED GRAV-     979,620.4   (mgal)                       NAVD 88
 GR0169
 GR0169  HORZ ORDER  -  SECOND
 GR0169  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0169
 GR0169.The horizontal coordinates were established by classical geodetic methods
 GR0169.and adjusted by the National Geodetic Survey in June 1998..
 GR0169
 GR0169.The orthometric height was determined by differential leveling
 GR0169.and adjusted by the National Geodetic Survey in 1992..
 GR0169.No vertical observational check was made to the station.
 GR0169.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0169.was located on a no-check spur therefore a value was not computed.
 GR0169
 GR0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0169
 GR0169.The geoid height was determined by GEOID03.
 GR0169
 GR0169.The dynamic height is computed by dividing the NAVD 88
 GR0169.geopotential number by the normal gravity value computed on the
 GR0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0169.degrees latitude (g = 980.6199 gals.).
 GR0169
 GR0169.The modeled gravity was interpolated from observed gravity values.
 GR0169
 GR0169;                    North         East     Units Scale Factor Converg.
 GR0169;SPC NV E     - 8,225,301.330   318,180.525   MT  1.00007201   +0 47 33.5
 GR0169;SPC NV E     -26,985,842.78  1,043,897.27   sFT  1.00007201   +0 47 33.5
 GR0169;UTM  11      - 4,073,239.520   744,591.189   MT  1.00033709   +1 38 29.2
 GR0169
 GR0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0169!SPC NV E     -   0.99990016  x   1.00007201  =   0.99997217
 GR0169!UTM  11      -   0.99990016  x   1.00033709  =   1.00023722
 GR0169
 GR0169:                Primary Azimuth Mark                     Grid Az
 GR0169:SPC NV E     -  PINK                                     078 44 06.9
 GR0169:UTM  11      -  PINK                                     077 53 11.2
 GR0169
 GR0169|---------------------------------------------------------------------|
 GR0169| PID    Reference Object                     Distance      Geod. Az  |
 GR0169|                                                           dddmmss.s |
 GR0169| GR1816 PINK                                APPROX. 2.0 KM 0793140.4 |
 GR0169| GR0170 BUSH RM 1                             6.961 METERS 08110     |
 GR0169| GR0168 BUSH RM 2                             6.662 METERS 25023     |
 GR0169|---------------------------------------------------------------------|
 GR0169
 GR0169                          SUPERSEDED SURVEY CONTROL
 GR0169
 GR0169  NAD 83(1994)-  36 46 24.26368(N)    114 15 34.03858(W) AD(       ) 2
 GR0169  NAD 83(1992)-  36 46 24.26294(N)    114 15 34.03913(W) AD(       ) 2
 GR0169  NAD 83(1986)-  36 46 24.25837(N)    114 15 34.03612(W) AD(       ) 2
 GR0169  NAD 27      -  36 46 24.35640(N)    114 15 31.13490(W) AD(       ) 2
 GR0169  NGVD 29 (??/??/92)  662.086  (m)         2172.19   (f) ADJ UNCH    2 0
 GR0169
 GR0169.Superseded values are not recommended for survey control.
 GR0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0169.See file dsdata.txt to determine how the superseded data were derived.
 GR0169
 GR0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA4459173240(NAD 83)
 GR0169_MARKER: DS = TRIANGULATION STATION DISK
 GR0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0169_STAMPING: BUSH 1956
 GR0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0169+STABILITY: SURFACE MOTION
 GR0169
 GR0169  HISTORY     - Date     Condition        Report By
 GR0169  HISTORY     - 1957     MONUMENTED       CGS
 GR0169  HISTORY     - 1957     GOOD             NGS
 GR0169  HISTORY     - 1970     GOOD             USAF
 GR0169  HISTORY     - 1970     GOOD             NGS
 GR0169  HISTORY     - 1971     GOOD             LAWPC
 GR0169  HISTORY     - 1979     GOOD             USGS
 GR0169
 GR0169                          STATION DESCRIPTION
 GR0169
 GR0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR0169'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHWEST OF MESQUITE,
 GR0169'2-1/2 MILES NORTHWEST OF RIVERSIDE, 1 MILE NORTHEAST OF MORMON
 GR0169'MESA V.O.R. AND ABOUT 1/2 MILE SOUTH OF U.S. HIGHWAY 91, IN
 GR0169'SECTION 34 T 13S, R 69E.
 GR0169'
 GR0169'TO REACH FROM THE POST OFFICE IN MESQUITE, GO WESTERLY ON U.S.
 GR0169'HIGHWAY 91 FOR 12.5 MILES TO THE TOP AND EASTERN EDGE OF MORMON
 GR0169'MESA AND A HIGHWAY SIGN CAUTION DRIFTING SAND ON THE LEFT
 GR0169'(NORTH) SIDE OF HIGHWAY, TURN LEFT OFF HIGHWAY THEN LEFT
 GR0169'AGAIN EAST ON TO TRACK ROAD FOR 0.2 MILE TO A FORK, TAKE RIGHT
 GR0169'FORK FOR 0.35 MILE TO A T ROAD, TURN RIGHT ON T ROAD FOR 0.05
 GR0169'MILE, TURN RIGHT OFF ROAD ACROSS COUNTRY FOR 0.05 MILE TO
 GR0169'STATION MARKED BY 4 X 4 WHITE WITNESS POST.
 GR0169'
 GR0169'THE STATION IS A STANDARD DISK SET IN CONCRETE AND IT IS
 GR0169'STAMPED BUSH 1956 AND IT PROJECTS ABOUT 2 INCHES ABOVE THE
 GR0169'GROUND SURFACE.
 GR0169'
 GR0169'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE AND
 GR0169'IT IS STAMPED BUSH NO 1 1956 AND PROJECTS ABOUT 2 INCHES.
 GR0169'
 GR0169'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE AND
 GR0169'IT IS STAMPED BUSH NO 2 1956 AND IT IS SET FLUSH WITH THE
 GR0169'GROUND SURFACE.
 GR0169
 GR0169                          STATION RECOVERY (1957)
 GR0169
 GR0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GR0169'12.2 MI W FROM MESQUITE.
 GR0169'12.2 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE
 GR0169'TO A PAINTED CATTLE GUARD ACROSS THE HIGHWAY AND A SURFACED PULL OUT
 GR0169'PARKING AREA ON THE SOUTH SIDE OF THE HIGHWAY AND ON THE EAST EDGE OF
 GR0169'MORMON MESA, THENCE EASTER AND SOUTH EASTERLY 0.65 MILE ON TRACK ROAD
 GR0169'ALONG SOUTH RIGHT OF WAY FENCE TO FORK, THENCE SOUTH ON DIM TRACK ROAD
 GR0169'0.1 MILE TO STATION SITE.  STANDARD DISK SET IN TOP OF 12-INCH SQUARE
 GR0169'CONCRETE POST PROJECTING 1 INCH, 7 FEET NORTHWEST OF WHITE WITNESS
 GR0169'POST.
 GR0169
 GR0169                          STATION RECOVERY (1970)
 GR0169
 GR0169'RECOVERY NOTE BY US AIR FORCE 1970 (TGO)
 GR0169'RECOVERED AS DESCRIBED.
 GR0169
 GR0169                          STATION RECOVERY (1970)
 GR0169
 GR0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GR0169'RECOVERED IN GOOD CONDITION.
 GR0169
 GR0169                          STATION RECOVERY (1971)
 GR0169
 GR0169'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GR0169'BUSH 1956-GOOD.
 GR0169
 GR0169                          STATION RECOVERY (1979)
 GR0169
 GR0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0169'THE STATION IS LOCATED ABOUT 12 1/2 MILES SW OF MESQUITE, NEVADA. 2
 GR0169'1/2 MILES NW OF RIVERSIDE, NEVADA. 1 MILE NE OF THE MORMON MESA
 GR0169'V.O.R. AND ABOUT 1500 FEET SOUTH AND ABOUT 2000 FEET EAST FROM THE
 GR0169'EAST MESA INTERCHANGE ON INTERSTATE HIGHWAY 15 IN A GREASEWOOD
 GR0169'COVERED FLAT. THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 GR0169'CONDITION AS DESCRIBED IN USC AND GS QUAD 361141.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0170 ***********************************************************************
 GR0170  DESIGNATION -  BUSH RM 1
 GR0170  PID         -  GR0170
 GR0170  STATE/COUNTY-  NV/CLARK
 GR0170  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0170
 GR0170                         *CURRENT SURVEY CONTROL
 GR0170  ___________________________________________________________________
 GR0170* NAD 83(1986)-  36 46 24.     (N)    114 15 34.     (W)     SCALED    
 GR0170* NAVD 88     -       662.830  (meters)    2174.63   (feet)  POSTED    
 GR0170  ___________________________________________________________________
 GR0170  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 GR0170  DYNAMIC HT  -         662.170 (meters)    2172.47  (feet)  COMP
 GR0170  MODELED GRAV-     979,620.3   (mgal)                       NAVD 88
 GR0170
 GR0170  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0170
 GR0170.The horizontal coordinates were scaled from a topographic map and have
 GR0170.an estimated accuracy of +/- 6 seconds.
 GR0170
 GR0170.The orthometric height was determined by differential leveling
 GR0170.and adjusted by the National Geodetic Survey in 1992..
 GR0170.No vertical observational check was made to the station.
 GR0170.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0170.was located on a no-check spur therefore a value was not computed.
 GR0170
 GR0170.The geoid height was determined by GEOID03.
 GR0170
 GR0170.The dynamic height is computed by dividing the NAVD 88
 GR0170.geopotential number by the normal gravity value computed on the
 GR0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0170.degrees latitude (g = 980.6199 gals.).
 GR0170
 GR0170.The modeled gravity was interpolated from observed gravity values.
 GR0170
 GR0170;                    North         East    Units  Estimated Accuracy
 GR0170;SPC NV E     - 8,225,290.      318,180.      MT  (+/- 180 meters Scaled)
 GR0170
 GR0170                          SUPERSEDED SURVEY CONTROL
 GR0170
 GR0170  NGVD 29 (??/??/92)  662.130  (m)         2172.34   (f) ADJ UNCH    2 0
 GR0170
 GR0170.Superseded values are not recommended for survey control.
 GR0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0170.See file dsdata.txt to determine how the superseded data were derived.
 GR0170
 GR0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA445732(NAD 83)
 GR0170_MARKER: DR = REFERENCE MARK DISK
 GR0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0170_STAMPING: BUSH NO 1 1956
 GR0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0170+STABILITY: SURFACE MOTION
 GR0170
 GR0170  HISTORY     - Date     Condition        Report By
 GR0170  HISTORY     - 1956     MONUMENTED       CGS
 GR0170  HISTORY     - 1957     GOOD             NGS
 GR0170
 GR0170                          STATION DESCRIPTION
 GR0170
 GR0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0170'12.2 MI W FROM MESQUITE.
 GR0170'12.2 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE
 GR0170'TO A PAINTED CATTLE GUARD ACROSS THE HIGHWAY AND A SURFACED PULL OUT
 GR0170'PARKING AREA ON THE SOUTH SIDE OF THE HIGHWAY AND ON THE EAST EDGE OF
 GR0170'MORMON MESA, THENCE EASTERLY AND SOUTHEASTERLY 0.65 MILE ON TRACK ROAD
 GR0170'ALONG SOUTH RIGHT OF WAY FENCE TO FORK, THENCE SOUTH ON DIM TRACK ROAD
 GR0170'0.1 MILE TO MARK.  STANDARD REFERENCE MARK DISK SET IN TOP OF A SQUARE
 GR0170'CONCRETE POST PROJECTING 1 INCH, 22.84 FEET FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0168 ***********************************************************************
 GR0168  DESIGNATION -  BUSH RM 2
 GR0168  PID         -  GR0168
 GR0168  STATE/COUNTY-  NV/CLARK
 GR0168  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0168
 GR0168                         *CURRENT SURVEY CONTROL
 GR0168  ___________________________________________________________________
 GR0168* NAD 83(1986)-  36 46 24.     (N)    114 15 34.     (W)     SCALED    
 GR0168* NAVD 88     -       662.810  (meters)    2174.57   (feet)  POSTED    
 GR0168  ___________________________________________________________________
 GR0168  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 GR0168  DYNAMIC HT  -         662.150 (meters)    2172.40  (feet)  COMP
 GR0168  MODELED GRAV-     979,620.3   (mgal)                       NAVD 88
 GR0168
 GR0168  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0168
 GR0168.The horizontal coordinates were scaled from a topographic map and have
 GR0168.an estimated accuracy of +/- 6 seconds.
 GR0168
 GR0168.The orthometric height was determined by differential leveling
 GR0168.and adjusted by the National Geodetic Survey in 1992..
 GR0168.No vertical observational check was made to the station.
 GR0168.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0168.was located on a no-check spur therefore a value was not computed.
 GR0168
 GR0168.The geoid height was determined by GEOID03.
 GR0168
 GR0168.The dynamic height is computed by dividing the NAVD 88
 GR0168.geopotential number by the normal gravity value computed on the
 GR0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0168.degrees latitude (g = 980.6199 gals.).
 GR0168
 GR0168.The modeled gravity was interpolated from observed gravity values.
 GR0168
 GR0168;                    North         East    Units  Estimated Accuracy
 GR0168;SPC NV E     - 8,225,290.      318,180.      MT  (+/- 180 meters Scaled)
 GR0168
 GR0168                          SUPERSEDED SURVEY CONTROL
 GR0168
 GR0168  NGVD 29 (??/??/92)  662.110  (m)         2172.27   (f) ADJ UNCH    2 0
 GR0168
 GR0168.Superseded values are not recommended for survey control.
 GR0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0168.See file dsdata.txt to determine how the superseded data were derived.
 GR0168
 GR0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA445732(NAD 83)
 GR0168_MARKER: DR = REFERENCE MARK DISK
 GR0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0168_STAMPING: BUSH NO 2 1956
 GR0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0168+STABILITY: SURFACE MOTION
 GR0168
 GR0168  HISTORY     - Date     Condition        Report By
 GR0168  HISTORY     - 1956     MONUMENTED       CGS
 GR0168  HISTORY     - 1957     GOOD             NGS
 GR0168
 GR0168                          STATION DESCRIPTION
 GR0168
 GR0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0168'12.2 MI W FROM MESQUITE.
 GR0168'12.2 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE
 GR0168'TO A PAINTED CATTLE GUARD ACROSS HIGHWAY AND A SURFACED PULL OUT
 GR0168'PARKING AREA ON THE SOUTH SIDE OF THE HIGHWAY AND ON THE EAST EDGE OF
 GR0168'MORMON MESA, THENCE EASTERLY ALONG SOUTH RIGHT OF WAY FENCE AND
 GR0168'SOUTHEASTERLY ON A TRACK ROAD 0.65 MILE TO FORK, THENCE SOUTH ON DIM
 GR0168'TRACK ROAD 0.1 MILE TO MARK, A STANDARD REFERENCE MARK DISK SET IN TOP
 GR0168'OF CONCRETE POST PROJECTING 1 INCH, 21.87 FEET FROM THE TRIANGULATION
 GR0168'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0491 ***********************************************************************
 LS0491  DESIGNATION -  BUTCH 2
 LS0491  PID         -  LS0491
 LS0491  STATE/COUNTY-  NV/PERSHING
 LS0491  USGS QUAD   -  MILL CITY (1987)
 LS0491
 LS0491                         *CURRENT SURVEY CONTROL
 LS0491  ___________________________________________________________________
 LS0491* NAD 83(1994)-  40 44 46.27420(N)    118 01 23.92393(W)     ADJUSTED  
 LS0491* NAVD 88     -      1321.362  (meters)    4335.17   (feet)  ADJUSTED  
 LS0491  ___________________________________________________________________
 LS0491  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 LS0491  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 LS0491  DYNAMIC HT  -        1320.342 (meters)    4331.82  (feet)  COMP
 LS0491  MODELED GRAV-     979,807.0   (mgal)                       NAVD 88
 LS0491
 LS0491  HORZ ORDER  -  THIRD
 LS0491  VERT ORDER  -  FIRST     CLASS II
 LS0491
 LS0491.The horizontal coordinates were established by classical geodetic methods
 LS0491.and adjusted by the National Geodetic Survey in June 1998..
 LS0491.No horizontal observational check was made to the station.
 LS0491
 LS0491.The orthometric height was determined by differential leveling
 LS0491.and adjusted by the National Geodetic Survey in June 1991..
 LS0491
 LS0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0491
 LS0491.The geoid height was determined by GEOID03.
 LS0491
 LS0491.The dynamic height is computed by dividing the NAVD 88
 LS0491.geopotential number by the normal gravity value computed on the
 LS0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0491.degrees latitude (g = 980.6199 gals.).
 LS0491
 LS0491.The modeled gravity was interpolated from observed gravity values.
 LS0491
 LS0491;                    North         East     Units Scale Factor Converg.
 LS0491;SPC NV W     - 4,665,612.997   847,293.147   MT  0.99992752   +0 21 55.9
 LS0491;SPC NV W     -15,307,098.64  2,779,827.60   sFT  0.99992752   +0 21 55.9
 LS0491;UTM  11      - 4,511,085.651   413,607.894   MT  0.99969186   -0 40 04.7
 LS0491
 LS0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0491!SPC NV W     -   0.99979609  x   0.99992752  =   0.99972362
 LS0491!UTM  11      -   0.99979609  x   0.99969186  =   0.99948801
 LS0491
 LS0491|---------------------------------------------------------------------|
 LS0491| PID    Reference Object                     Distance      Geod. Az  |
 LS0491|                                                           dddmmss.s |
 LS0491| AB2413 BUTCH 2 RM 3                          8.300 METERS 00953     |
 LS0491| LS0551 MILL                                APPROX. 9.5 KM 1973629.7 |
 LS0491| LS0085 BUTCH                                77.793 METERS 24330     |
 LS0491| AB2414 BUTCH 2 RM 4                          7.828 METERS 25712     |
 LS0491|---------------------------------------------------------------------|
 LS0491
 LS0491                          SUPERSEDED SURVEY CONTROL
 LS0491
 LS0491  NAD 83(1986)-  40 44 46.27975(N)    118 01 23.91535(W) AD(       ) 3
 LS0491  NAD 27      -  40 44 46.62330(N)    118 01 20.41740(W) AD(       ) 3
 LS0491  NGVD 29 (07/19/86) 1322.51   (m)         4338.9    (f) LEVELING    3  
 LS0491
 LS0491.Superseded values are not recommended for survey control.
 LS0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0491.See file dsdata.txt to determine how the superseded data were derived.
 LS0491
 LS0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF1360811086(NAD 83)
 LS0491_MARKER: DS = TRIANGULATION STATION DISK
 LS0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0491_SP_SET: CONCRETE POST
 LS0491_STAMPING: BUTCH 2 1966
 LS0491_MARK LOGO: CGS   
 LS0491_PROJECTION: FLUSH
 LS0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0491+STABILITY: SURFACE MOTION
 LS0491
 LS0491  HISTORY     - Date     Condition        Report By
 LS0491  HISTORY     - 1966     MONUMENTED       NVDH
 LS0491  HISTORY     - 1970     GOOD             NGS
 LS0491  HISTORY     - 1986     GOOD             NGS
 LS0491
 LS0491                          STATION DESCRIPTION
 LS0491
 LS0491'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1966
 LS0491'FOR GENERAL LOCATION OF STATION SEE 1957 DESCRIPTION OF BUTCH.
 LS0491'
 LS0491'THE FOLLOWING INFORMATION FURNISHED BY THE NEVADA DEPT. OF
 LS0491'HIGHWAYS--STATION BEING A STANDARD U.S.C. AND G.S. BRASS
 LS0491'CAP SET IN A 10 INCH ROUND CONCRETE MONUMENT.  STEEL WITNESS
 LS0491'POST.
 LS0491'
 LS0491'TO REACH FROM THE STAR PEAK CAFE AND GAS STATION AT MILL
 LS0491'CITY, DRIVE NORTHEASTERLY ON INTERSTATE HIGHWAY 80 FOR 5.1
 LS0491'MILES TO STATION SITE ON RIGHT.  STATION BEING LOCATED 145
 LS0491'FEET RIGHT OF CENTER LINE OF EASTERLY BOUND LANE APPROXIMATELY
 LS0491'90 FROM STATION AE 214+50.
 LS0491'
 LS0491'STATION MARK IS STAMPED BUTCH 2 1966.
 LS0491'
 LS0491'R.M. 3 IS STAMPED BUTCH 2 NO 3 1966.
 LS0491'
 LS0491'R.M. 4 IS STAMPED BUTCH 2 NO 4 1966.
 LS0491
 LS0491                          STATION RECOVERY (1970)
 LS0491
 LS0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LS0491'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED
 LS0491'AND FOUND IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION
 LS0491'FOLLOWS.
 LS0491'
 LS0491'THE STATION IS LOCATED IN A BLADED AREA ALONG THE SOUTHEAST
 LS0491'SIDE OF INTERSTATE HIGHWAY 80.  IT IS 22 MILES SOUTHWEST
 LS0491'OF WINNEMUCCA AND 5 MILES NORTHEAST OF MILL CITY ON PROPERTY
 LS0491'BELONGING TO THE NEVADA HIGHWAY DEPARTMENT.
 LS0491'
 LS0491'TO REACH THE STATION FROM THE MILL CITY INTERCHANGE, GO NORTHEAST
 LS0491'ON HIGHWAY 80 FOR 5.4 MILES TO THE STATION ON THE RIGHT.
 LS0491'
 LS0491'THE STATION MARK IS A STANDARD DISK STAMPED, BUTCH 2 1966.
 LS0491'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS
 LS0491'FLUSH WITH THE GROUND SURFACE.  IT IS 55 FEET SOUTHEAST OF
 LS0491'A CUT BANK, 48 FEET NORTHWEST OF THE RIGHT OF WAY FENCE AND
 LS0491'2 FEET NORTH OF A METAL POST.
 LS0491'
 LS0491'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, BUTCH 2 NO 3
 LS0491'1966.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 LS0491'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 54-1/2 FEET
 LS0491'NORTHWEST OF THE FENCE, 54 FEET SOUTHEAST OF THE CUTBANK AND
 LS0491'28-1/2 FEET NORTH OF THE POST.  THE MARK IS ABOUT 1 FOOT LOWER
 LS0491'THAN THE STATION.
 LS0491'
 LS0491'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, BUTCH 2 NO 4
 LS0491'1966.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 LS0491'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 69 FEET NORTHWEST
 LS0491'OF THE FENCE, 33-1/2 FEET SOUTHEAST OF THE CUT AND 26 FEET
 LS0491'WEST OF THE METAL POST.  THE MARK IS ABOUT 1 FOOT HIGHER THAN
 LS0491'THE STATION.
 LS0491'
 LS0491'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LS0491'
 LS0491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 LS0491'NORTHEAST OF MILL CITY
 LS0491
 LS0491                          STATION RECOVERY (1986)
 LS0491
 LS0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0491'8.5 KM (5.3 MI) NE FROM MILL CITY.
 LS0491'8.5 KM (5.3 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE
 LS0491'OVERPASS (EXIT 149) IN MILL CITY, 0.39 KM (0.24 MI) NORTHEAST OF
 LS0491'MILEPOST 155, ON TOP AND 102.7 METERS (337 FT) SOUTHWEST OF THE
 LS0491'NORTHEAST END OF A LONG HIGHWAY CUT, 47.1 METERS (154.5 FT) SOUTHEAST
 LS0491'OF THE CENTERLINE OF THE EASTBOUND LANES, 15.1 METERS (49.5 FT)
 LS0491'NORTHWEST OF A FENCE, 8.7 METERS (28.5 FT) SOUTHWEST OF RM 3, 8.2
 LS0491'METERS (27.0 FT) EAST-NORTHEAST OF RM 4.
 LS0491'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LS0491'THE MARK IS 2.0 M ABOVE THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2413 ***********************************************************************
 AB2413  DESIGNATION -  BUTCH 2 RM 3
 AB2413  PID         -  AB2413
 AB2413  STATE/COUNTY-  NV/PERSHING
 AB2413  USGS QUAD   -  MILL CITY (1987)
 AB2413
 AB2413                         *CURRENT SURVEY CONTROL
 AB2413  ___________________________________________________________________
 AB2413* NAD 83(1986)-  40 44 46.     (N)    118 01 23.     (W)     SCALED    
 AB2413* NAVD 88     -      1323.28   (meters)    4341.5    (feet)  RESET     
 AB2413  ___________________________________________________________________
 AB2413  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 AB2413
 AB2413  VERT ORDER  -  THIRD
 AB2413
 AB2413.The horizontal coordinates were scaled from a topographic map and have
 AB2413.an estimated accuracy of +/- 6 seconds.
 AB2413
 AB2413.The orthometric height was computed from unverified reset data.
 AB2413
 AB2413.The geoid height was determined by GEOID03.
 AB2413
 AB2413;                    North         East    Units  Estimated Accuracy
 AB2413;SPC NV W     - 4,665,610.      847,320.      MT  (+/- 180 meters Scaled)
 AB2413
 AB2413                          SUPERSEDED SURVEY CONTROL
 AB2413
 AB2413.No superseded survey control is available for this station.
 AB2413
 AB2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF136110(NAD 83)
 AB2413_MARKER: DR = REFERENCE MARK DISK
 AB2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2413_STAMPING: BUTCH 2 RM 3 1966
 AB2413_MARK LOGO: CGS   
 AB2413_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2413+STABILITY: SURFACE MOTION
 AB2413
 AB2413  HISTORY     - Date     Condition        Report By
 AB2413  HISTORY     - 1966     MONUMENTED       CGS
 AB2413  HISTORY     - 19660212 GOOD             CGS
 AB2413
 AB2413                          STATION DESCRIPTION
 AB2413
 AB2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (HGD)
 AB2413'FROM MILL CITY INTERCHANGE, GO NORTHEAST ON HIGHWAY 80 FOR 5.4 MILES,
 AB2413'(8.7 KM) 22 MILES (35.4 KM) SOUTHWEST OF WINNEMUCCA AND 5 MILES (8.0
 AB2413'KM) NORTHEAST OF MILL CITY ON PROPERTY OWNED BY THE NEVADA HIGHWAY
 AB2413'DEPARTMENT.  MARK IS 54 1/2 FEET NORTHWEST OF THE FENCE, 54 FEET (16.5
 AB2413'M) SOUTHEAST OF THE CUTBANK AND 28 1/2 FEET NORTH OF THE POST.  MARK
 AB2413'IS ABOUT 1 FOOT (0.3 M) LOWER THAN STATION BUTCH 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2414 ***********************************************************************
 AB2414  DESIGNATION -  BUTCH 2 RM 4
 AB2414  PID         -  AB2414
 AB2414  STATE/COUNTY-  NV/PERSHING
 AB2414  USGS QUAD   -  MILL CITY (1987)
 AB2414
 AB2414                         *CURRENT SURVEY CONTROL
 AB2414  ___________________________________________________________________
 AB2414* NAD 83(1986)-  40 44 46.     (N)    118 01 23.     (W)     SCALED    
 AB2414* NAVD 88     -      1323.56   (meters)    4342.4    (feet)  RESET     
 AB2414  ___________________________________________________________________
 AB2414  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 AB2414
 AB2414  VERT ORDER  -  THIRD
 AB2414
 AB2414.The horizontal coordinates were scaled from a topographic map and have
 AB2414.an estimated accuracy of +/- 6 seconds.
 AB2414
 AB2414.The orthometric height was computed from unverified reset data.
 AB2414
 AB2414.The geoid height was determined by GEOID03.
 AB2414
 AB2414;                    North         East    Units  Estimated Accuracy
 AB2414;SPC NV W     - 4,665,610.      847,320.      MT  (+/- 180 meters Scaled)
 AB2414
 AB2414                          SUPERSEDED SURVEY CONTROL
 AB2414
 AB2414.No superseded survey control is available for this station.
 AB2414
 AB2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF136110(NAD 83)
 AB2414_MARKER: DR = REFERENCE MARK DISK
 AB2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2414_STAMPING: BUTCH 2 RM 4 1966
 AB2414_MARK LOGO: CGS   
 AB2414_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2414+STABILITY: SURFACE MOTION
 AB2414
 AB2414  HISTORY     - Date     Condition        Report By
 AB2414  HISTORY     - 1966     MONUMENTED       CGS
 AB2414  HISTORY     - 19660212 GOOD             CGS
 AB2414
 AB2414                          STATION DESCRIPTION
 AB2414
 AB2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (HGD)
 AB2414'FROM MILL CITY INTERCHANGE, GO NORTHEAST ON HIGHWAY 80 FOR 5.4 MILES,
 AB2414'(8.7 KM) 22 MILES (35.4 KM) SOUTHWEST FROM WINNEMUCCA AND 5 MILES (8.0
 AB2414'KM) NORTHEAST OF MILL CITY ON PROPERTY OWNED BY THE NEVADA HIGHWAY
 AB2414'DEPARTMENT.  MARK IS 69 FEET (21.0 M) NORTHWEST OF THE FENCE, 33 1/2
 AB2414'FEET SOUTHEAST OF THE CUT AND 26 FEET (7.9 M) WEST OF THE METAL POST.
 AB2414'MARK IS 1 FOOT (0.3 M) HIGHER THAN ORIGINAL STATION BUTCH 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0531 ***********************************************************************
 JQ0531  DESIGNATION -  BUTLER
 JQ0531  PID         -  JQ0531
 JQ0531  STATE/COUNTY-  NV/ESMERALDA
 JQ0531  USGS QUAD   -  TONOPAH (1982)
 JQ0531
 JQ0531                         *CURRENT SURVEY CONTROL
 JQ0531  ___________________________________________________________________
 JQ0531* NAD 83(1994)-  38 03 01.34122(N)    117 13 56.57372(W)     ADJUSTED  
 JQ0531* NAVD 88     -      2188.0    (meters)    7178.     (feet)  VERTCON   
 JQ0531  ___________________________________________________________________
 JQ0531  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 JQ0531  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 JQ0531
 JQ0531  HORZ ORDER  -  THIRD
 JQ0531
 JQ0531.The horizontal coordinates were established by classical geodetic methods
 JQ0531.and adjusted by the National Geodetic Survey in June 1998..
 JQ0531
 JQ0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0531
 JQ0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0531
 JQ0531.The geoid height was determined by GEOID03.
 JQ0531
 JQ0531;                    North         East     Units Scale Factor Converg.
 JQ0531;SPC NV W     - 4,367,055.909   918,567.016   MT  1.00007309   +0 49 57.9
 JQ0531;SPC NV W     -14,327,582.59  3,013,665.28   sFT  1.00007309   +0 49 57.9
 JQ0531;SPC NV C     - 6,366,345.344   450,350.643   MT  0.99993035   -0 20 55.3
 JQ0531;SPC NV C     -20,886,918.02  1,477,525.40   sFT  0.99993035   -0 20 55.3
 JQ0531;UTM  11      - 4,211,429.468   479,611.467   MT  0.99960512   -0 08 35.6
 JQ0531
 JQ0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0531!SPC NV W     -   0.99966072  x   1.00007309  =   0.99973378
 JQ0531!SPC NV C     -   0.99966072  x   0.99993035  =   0.99959109
 JQ0531!UTM  11      -   0.99966072  x   0.99960512  =   0.99926597
 JQ0531
 JQ0531:                Primary Azimuth Mark                     Grid Az
 JQ0531:SPC NV W     -  TONOPAH ASTRONOMIC                       358 07 33.6
 JQ0531:SPC NV C     -  TONOPAH ASTRONOMIC                       359 18 26.8
 JQ0531:UTM  11      -  TONOPAH ASTRONOMIC                       359 06 07.1
 JQ0531
 JQ0531|---------------------------------------------------------------------|
 JQ0531| PID    Reference Object                     Distance      Geod. Az  |
 JQ0531|                                                           dddmmss.s |
 JQ0531| JQ0526 TONOPAH ASTRONOMIC                  APPROX. 2.0 KM 3585731.5 |
 JQ0531|---------------------------------------------------------------------|
 JQ0531
 JQ0531                          SUPERSEDED SURVEY CONTROL
 JQ0531
 JQ0531  NAD 83(1986)-  38 03 01.33727(N)    117 13 56.58005(W) AD(       ) 3
 JQ0531  NAD 27      -  38 03 01.57700(N)    117 13 53.29500(W) AD(       ) 3
 JQ0531  NGVD 29 (07/19/86) 2186.8    (m)         7175.     (f) VERT ANG       
 JQ0531
 JQ0531.Superseded values are not recommended for survey control.
 JQ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0531.See file dsdata.txt to determine how the superseded data were derived.
 JQ0531
 JQ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC7961111429(NAD 83)
 JQ0531_MARKER: H = DRILL HOLE
 JQ0531_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0531_SP_SET: SET IN BEDROCK
 JQ0531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0531+STABILITY: POSITION/ELEVATION WELL
 JQ0531
 JQ0531  HISTORY     - Date     Condition        Report By
 JQ0531  HISTORY     - 1902     MONUMENTED       CGS
 JQ0531
 JQ0531                          STATION DESCRIPTION
 JQ0531
 JQ0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (CHS)
 JQ0531'ON THE HIGHEST SUMMIT OF THE SMALL RANGE OF MOUNTAINS 1-1/4
 JQ0531'MILES DUE SOUTH OF TONOPAH LONGITUDE STATION.  THE STATION
 JQ0531'IS MARKED BY A DRILL HOLE IN SOLID ROCK SURMOUNTED BY A CAIRN
 JQ0531'ABOUT THE BASE OF THE SIGNAL POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0510 ***********************************************************************
 KQ0510  DESIGNATION -  BUTLER
 KQ0510  PID         -  KQ0510
 KQ0510  STATE/COUNTY-  NV/NYE
 KQ0510  USGS QUAD   -  SAVORY MOUNTAIN (1990)
 KQ0510
 KQ0510                         *CURRENT SURVEY CONTROL
 KQ0510  ___________________________________________________________________
 KQ0510* NAD 83(1994)-  39 00 00.27048(N)    116 27 24.89447(W)     ADJUSTED  
 KQ0510* NAVD 88     -      2977.8    (meters)    9770.     (feet)  VERTCON   
 KQ0510  ___________________________________________________________________
 KQ0510  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 KQ0510  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 KQ0510
 KQ0510  HORZ ORDER  -  SECOND
 KQ0510
 KQ0510.The horizontal coordinates were established by classical geodetic methods
 KQ0510.and adjusted by the National Geodetic Survey in June 1998..
 KQ0510
 KQ0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0510
 KQ0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0510
 KQ0510.The geoid height was determined by GEOID03.
 KQ0510
 KQ0510;                    North         East     Units Scale Factor Converg.
 KQ0510;SPC NV C     - 6,471,627.759   518,168.194   MT  0.99990406   +0 07 55.2
 KQ0510;SPC NV C     -21,232,332.07  1,700,023.48   sFT  0.99990406   +0 07 55.2
 KQ0510;SPC NV E     - 8,471,969.872   124,331.781   MT  0.99997048   -0 32 59.2
 KQ0510;SPC NV E     -27,795,121.16    407,911.85   sFT  0.99997048   -0 32 59.2
 KQ0510;UTM  11      - 4,316,925.183   547,026.769   MT  0.99962723   +0 20 30.4
 KQ0510
 KQ0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0510!SPC NV C     -   0.99953642  x   0.99990406  =   0.99944053
 KQ0510!SPC NV E     -   0.99953642  x   0.99997048  =   0.99950691
 KQ0510!UTM  11      -   0.99953642  x   0.99962723  =   0.99916382
 KQ0510
 KQ0510|---------------------------------------------------------------------|
 KQ0510| PID    Reference Object                     Distance      Geod. Az  |
 KQ0510|                                                           dddmmss.s |
 KQ0510| DC9893 BUTLER RM 2                          11.985 METERS 08826     |
 KQ0510| DC9892 BUTLER RM 1                           7.297 METERS 19233     |
 KQ0510| JQ0582 DANVILLE                            APPROX.23.8 KM 2083835.8 |
 KQ0510|---------------------------------------------------------------------|
 KQ0510
 KQ0510                          SUPERSEDED SURVEY CONTROL
 KQ0510
 KQ0510  NAD 83(1986)-  39 00 00.26944(N)    116 27 24.89435(W) AD(       ) 2
 KQ0510  NAD 27      -  39 00 00.51499(N)    116 27 21.63383(W) AD(       ) 2
 KQ0510  NGVD 29 (07/19/86) 2976.3    (m)         9765.     (f) VERT ANG       
 KQ0510
 KQ0510.Superseded values are not recommended for survey control.
 KQ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0510.See file dsdata.txt to determine how the superseded data were derived.
 KQ0510
 KQ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND4702716925(NAD 83)
 KQ0510_MARKER: DD = SURVEY DISK
 KQ0510_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0510
 KQ0510  HISTORY     - Date     Condition        Report By
 KQ0510  HISTORY     - 1955     MONUMENTED       USGS
 KQ0510  HISTORY     - 1967     GOOD             USGS
 KQ0510  HISTORY     - 1971     GOOD             USGS
 KQ0510
 KQ0510                          STATION DESCRIPTION
 KQ0510
 KQ0510'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0510'LOCATED ABOUT 61 MI. SW. OF EUREKA, ON SOUTH END OF N. S. LONG, HIGH
 KQ0510'RIDGE, ON BALD, ROUND, SMOOTH HUMP.
 KQ0510'
 KQ0510'REACHED BY HELICOPTER.
 KQ0510'
 KQ0510'TO REACH FROM EUREKA POST OFFICE DRIVE W. ALONG U.S. HIGHWAY 50 FOR
 KQ0510'19.5 MI. TO ANTELOPE VALLEY RD., TAKE ANTELOPE VALLEY RD. (S.) 21.3
 KQ0510'MI. TO RD. FKS., TAKE LEFT FORK (S.) 9.8 MI. TO SEGURA RANCH, DRIVE
 KQ0510'THROUGH RANCH YARD AND FOLLOW BLADED RD. (S.) 12.6 MI. TO RD. FKS.,
 KQ0510'TAKE BLADED RD. RIGHT (W.) THAT EXTENDS INTO TRACK RD. AND DRIVE
 KQ0510'5.7 MI., LEAVE RD. AND DRIVE W. ACROSS COUNTRY ABOUT 1 MI. TOWARD
 KQ0510'HIGH, BALD SPOT ON RIDGE AND END OF TRUCK TRAVEL.  PACK TO STATION.
 KQ0510'ABOUT 2-1/2 HOUR STEEP CLIMB.
 KQ0510'
 KQ0510'STATION MARK A STANDARD USGS TABLET STAMPED----BUTLER 1955---
 KQ0510'CEMENTED IN ROCK OUTCROP.
 KQ0510'
 KQ0510'REFERENCE MARK NO. 1 A STANDARD USGS REFERENCE MARK TABLET
 KQ0510'STAMPED---NO 1 1955---CEMENTED IN ROCK OUTCROP, 0.8 FT. HIGHER
 KQ0510'THAN STATION MARK.
 KQ0510'
 KQ0510'REFERENCE MARK NO. 2 A STANDARD USGS REFERENCE MARK TABLET
 KQ0510'STAMPED---NO 2 1955---CEMENTED IN ROCK OUTCROP, 1.3 FT LOWER
 KQ0510'THAN STATION MARK.
 KQ0510
 KQ0510                          STATION RECOVERY (1967)
 KQ0510
 KQ0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (DWR)
 KQ0510'LOCATED ABOUT 61 MI. SW. OF EUREKA, ON S. END OF N.-S. LONG,
 KQ0510'HIGH RIDGE.  ON BALD, ROUND, SMOOTH HUMP.
 KQ0510'
 KQ0510'REACHED BY HELICOPTER.
 KQ0510'
 KQ0510'TO REACH FROM EUREKA POST OFFICE DRIVE W. ALONG U.S. HIGHWAY
 KQ0510'50 FOR 19.5 MI. TO ANTELOPE VALLEY RD.  TAKE ANTELOPE VALLEY
 KQ0510'RD. (S.) 21.3 MI. TO RD. FORKS.  TAKE LEFT FORK (S.) 9.8 MI. TO
 KQ0510'SEGURA RANCH.  DRIVE THROUGH RANCH YARD AND FOLLOW BLADED
 KQ0510'RD. (S.) 12.6 MI. TO RD. FORKS.  TAKE BLADED RD. RIGHT (W.) THAT
 KQ0510'EXTENDS INTO TRACK RD. AND DRIVE 5.7 MI.  LEAVE RD. AND DRIVE
 KQ0510'W. ACROSS COUNTRY ABOUT 1 MI. TOWARD HIGH, BALD SPOT ON
 KQ0510'RIDGE.  PACK TO STATION FROM HERE.  ABOUT 2-1/2 HOUR STEEP
 KQ0510'CLIMB.
 KQ0510'
 KQ0510'STATION MARK--STANDARD TABLET STAMPED BUTLER 1955 CEMENTED IN
 KQ0510'ROCK OUTCROP.
 KQ0510'
 KQ0510'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 KQ0510'NO 1 1955 CEMENTED IN ROCK OUTCROP.
 KQ0510'
 KQ0510'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 KQ0510'NO 2 1955 CEMENTED IN ROCK OUTCROP.
 KQ0510
 KQ0510                          STATION RECOVERY (1971)
 KQ0510
 KQ0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KQ0510'RM 1 TO RM 2, NOT MEASURED.
 KQ0510'
 KQ0510'LOCATED ABOUT 61 MI SW. OF EUREKA.  ON SOUTH END OF N.-S. LONG,
 KQ0510'HIGH RIDGE.  ON BALD, ROUND, SMOOTH HUMP.
 KQ0510'
 KQ0510'REACHED BY HELICOPTER.
 KQ0510'
 KQ0510'TO REACH FROM EUREKA POST OFFICE DRIVE W. ALONG U.S. HIGHWAY
 KQ0510'50 FOR 19.5 MI TO ANTELOPE VALLEY RD.  TAKE ANTELOPE VALLEY
 KQ0510'RD. (S.) 21.3 MI TO RD. FKS.  TAKE LEFT FORK (S.) 9.8 MI TO
 KQ0510'SEGURA RANCH.  DRIVE THROUGH RANCH YARD AND FOLLOW BLADED
 KQ0510'RD. (S.) 12.6 MI TO RD. FKS.  TAKE BLADED RD. RIGHT (W.) THAT
 KQ0510'EXTENDS INTO TRACK RD. AND DRIVE 5.7 MI.  LEAVE RD. AND DRIVE
 KQ0510'W. ACROSS COUNTRY ABOUT 1 MI TOWARD HIGH, BALD SPOT ON RIDGE
 KQ0510'AND END OF TRUCK TRAVEL.  PACK TO STATION.  ABOUT 2-1/2 HOUR
 KQ0510'STEEP CLIMB.
 KQ0510'
 KQ0510'STATION MARK--A STANDARD USGS TABLET STAMPED BUTLER 1955
 KQ0510'CEMENTED IN ROCK OUTCROP.
 KQ0510'
 KQ0510'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 KQ0510'STAMPED NO 1 1955 CEMENTED IN ROCK OUTCROP, ABOUT 0.8 FT HIGHER
 KQ0510'THAN STATION MARK.
 KQ0510'
 KQ0510'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 KQ0510'STAMPED NO 2 1955 CEMENTED IN ROCK OUTCROP, 1.3 FT LOWER THAN
 KQ0510'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0664 ***********************************************************************
 LS0664  DESIGNATION -  BUTTE
 LS0664  PID         -  LS0664
 LS0664  STATE/COUNTY-  NV/WASHOE
 LS0664  USGS QUAD   -  BURNT LAKE (1980)
 LS0664
 LS0664                         *CURRENT SURVEY CONTROL
 LS0664  ___________________________________________________________________
 LS0664* NAD 83(1994)-  40 54 06.00581(N)    119 55 11.48975(W)     ADJUSTED  
 LS0664* NAVD 88     -      2054.1    (meters)    6739.     (feet)  VERTCON   
 LS0664  ___________________________________________________________________
 LS0664  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 LS0664  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 LS0664
 LS0664  HORZ ORDER  -  THIRD
 LS0664
 LS0664.The horizontal coordinates were established by classical geodetic methods
 LS0664.and adjusted by the National Geodetic Survey in June 1998..
 LS0664
 LS0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0664
 LS0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0664
 LS0664.The geoid height was determined by GEOID03.
 LS0664
 LS0664;                    North         East     Units Scale Factor Converg.
 LS0664;SPC NV W     - 4,683,586.681   687,394.059   MT  1.00005602   -0 52 30.7
 LS0664;SPC NV W     -15,366,067.30  2,255,225.34   sFT  1.00005602   -0 52 30.7
 LS0664;UTM  11      - 4,531,946.591   254,055.487   MT  1.00034456   -1 54 46.0
 LS0664;UTM  10      - 4,532,409.937   759,447.281   MT  1.00042858   +2 01 04.4
 LS0664
 LS0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0664!SPC NV W     -   0.99968136  x   1.00005602  =   0.99973736
 LS0664!UTM  11      -   0.99968136  x   1.00034456  =   1.00002581
 LS0664!UTM  10      -   0.99968136  x   1.00042858  =   1.00010980
 LS0664
 LS0664                          SUPERSEDED SURVEY CONTROL
 LS0664
 LS0664  NAD 83(1992)-  40 54 06.00602(N)    119 55 11.49029(W) AD(       ) 3
 LS0664  NAD 83(1990)-  40 54 06.01026(N)    119 55 11.50454(W) AD(       ) 3
 LS0664  NGVD 29 (10/14/92) 2052.8    (m)         6735.     (f) VERT ANG       
 LS0664
 LS0664.Superseded values are not recommended for survey control.
 LS0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0664.See file dsdata.txt to determine how the superseded data were derived.
 LS0664
 LS0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF5405531947(NAD 83)
 LS0664_MARKER: DS = TRIANGULATION STATION DISK
 LS0664_SETTING: 66 = SET IN ROCK OUTCROP
 LS0664_SP_SET: SET IN ROCK OUTCROP
 LS0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LS0664+STABILITY: POSITION/ELEVATION WELL
 LS0664
 LS0664  HISTORY     - Date     Condition        Report By
 LS0664  HISTORY     - 1953     MONUMENTED       USGS
 LS0664
 LS0664                          STATION DESCRIPTION
 LS0664
 LS0664'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LS0664'LOCATED 23 MI E. AND 7 MI N. OF RAVENDALE.  ON HIGHEST POINT OF
 LS0664'PROMINENT BUTTE.
 LS0664'
 LS0664'TO REACH FROM RAVENDALE, DRIVE ABOUT 200 FT N. ON U.S. HWY. 395.
 LS0664'TURN RIGHT (E.) 4.0 MI TO T-RD.  TURN LEFT (N.) 4.0 MI.  TURN
 LS0664'RIGHT (E.) 6.8 MI TO GATE AT FORKS.  TAKE LEFT FORK 1.2 MI TO
 LS0664'GATE.  CONTINUE 1.2 MI TO MAR RANCH (4-WHEEL DRIVE NEEDED FROM
 LS0664'THIS POINT), CONTINUE E. PAST RANCH HOUSE AND THROUGH CORRAL ON
 LS0664'TRAIL RD. 0.3 MI TO RD. FORKS.  TAKE LEFT FORK 2.2 MI TO FORK AT
 LS0664'CREEK.  TAKE RIGHT FORK ACROSS CREEK (E.) 2.7 MI TO SOUTH END OF
 LS0664'LAKE.  TURN LEFT FOLLOWING DIM RD. N. ALONG WEST SIDE OF LAKE.
 LS0664'FOLLOW RD. N. AND E. 3.0 MI TO RD. FORKS.  TAKE LEFT FORK 1.4 MI
 LS0664'TO CREEK.  TURN LEFT (N.) OFF RD. FOLLOWING DRAW 2.8 MI TO TOP OF
 LS0664'BUTTE AND STATION.
 LS0664'
 LS0664'STATION MARK--STANDARD TABLET STAMPED---BUTTE 1953---, CEMENTED IN
 LS0664'ROCK OUTCROP.
 LS0664'
 LS0664'RM 1--STANDARD RM TABLET STAMPED---BUTTE NO 1 1953---, CEMENTED IN
 LS0664'ROCK OUTCROP.
 LS0664'
 LS0664'RM 2--STANDARD RM TABLET STAMPED---BUTTE NO 2 1953---, CEMENTED IN
 LS0664'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0466 ***********************************************************************
 KQ0466  DESIGNATION -  BUZANES
 KQ0466  PID         -  KQ0466
 KQ0466  STATE/COUNTY-  NV/LANDER
 KQ0466  USGS QUAD   -  CAMPBELL CREEK RANCH (1988)
 KQ0466
 KQ0466                         *CURRENT SURVEY CONTROL
 KQ0466  ___________________________________________________________________
 KQ0466* NAD 83(1994)-  39 11 40.65791(N)    117 41 33.08298(W)     ADJUSTED  
 KQ0466* NAVD 88     -      2128.1    (meters)    6982.     (feet)  VERTCON   
 KQ0466  ___________________________________________________________________
 KQ0466  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 KQ0466  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 KQ0466
 KQ0466  HORZ ORDER  -  SECOND
 KQ0466
 KQ0466.The horizontal coordinates were established by classical geodetic methods
 KQ0466.and adjusted by the National Geodetic Survey in June 1998..
 KQ0466
 KQ0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0466
 KQ0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0466
 KQ0466.The geoid height was determined by GEOID03.
 KQ0466
 KQ0466;                    North         East     Units Scale Factor Converg.
 KQ0466;SPC NV C     - 6,493,704.685   411,385.620   MT  0.99999666   -0 38 54.0
 KQ0466;SPC NV C     -21,304,762.79  1,349,687.65   sFT  0.99999666   -0 38 54.0
 KQ0466;SPC NV W     - 4,493,581.366   876,948.773   MT  0.99997288   +0 33 46.7
 KQ0466;SPC NV W     -14,742,691.53  2,877,122.77   sFT  0.99997288   +0 33 46.7
 KQ0466;UTM  11      - 4,338,603.336   440,197.550   MT  0.99964403   -0 26 15.6
 KQ0466
 KQ0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0466!SPC NV C     -   0.99966980  x   0.99999666  =   0.99966646
 KQ0466!SPC NV W     -   0.99966980  x   0.99997288  =   0.99964269
 KQ0466!UTM  11      -   0.99966980  x   0.99964403  =   0.99931395
 KQ0466
 KQ0466:                Primary Azimuth Mark                     Grid Az
 KQ0466:SPC NV C     -  BUZANES AZ MK                            010 05 32.1
 KQ0466:SPC NV W     -  BUZANES AZ MK                            008 52 51.4
 KQ0466:UTM  11      -  BUZANES AZ MK                            009 52 53.7
 KQ0466
 KQ0466|---------------------------------------------------------------------|
 KQ0466| PID    Reference Object                     Distance      Geod. Az  |
 KQ0466|                                                           dddmmss.s |
 KQ0466| DA8844 BUZANES AZ MK                                      0092638.1 |
 KQ0466| DA8845 BUZANES RM 1                          8.021 METERS 09454     |
 KQ0466| DA8846 BUZANES RM 2                         11.738 METERS 18024     |
 KQ0466|---------------------------------------------------------------------|
 KQ0466
 KQ0466                          SUPERSEDED SURVEY CONTROL
 KQ0466
 KQ0466  NAD 83(1986)-  39 11 40.67008(N)    117 41 33.07834(W) AD(       ) 2
 KQ0466  NAD 27      -  39 11 40.94300(N)    117 41 29.69300(W) AD(       ) 2
 KQ0466  NGVD 29 (03/11/99) 2126.8    (m)         6978.     (f) VERT ANG       
 KQ0466
 KQ0466.Superseded values are not recommended for survey control.
 KQ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0466.See file dsdata.txt to determine how the superseded data were derived.
 KQ0466
 KQ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD4019838603(NAD 83)
 KQ0466_MARKER: DS = TRIANGULATION STATION DISK
 KQ0466_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KQ0466_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KQ0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0466+STABILITY: SURFACE MOTION
 KQ0466
 KQ0466  HISTORY     - Date     Condition        Report By
 KQ0466  HISTORY     - 1954     MONUMENTED       CGS
 KQ0466  HISTORY     - 1955     GOOD             USGS
 KQ0466
 KQ0466                          STATION DESCRIPTION
 KQ0466
 KQ0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0466'THE STATION IS LOCATED 36 MILES SOUTHWEST OF AUSTIN, 12 MILES
 KQ0466'SOUTHEAST OF EASTGATE, 4 MILES SOUTH OF U.S. HIGHWAY 50 AND 0.3
 KQ0466'MILE EAST OF A TRACK ROAD.  IT IS ON A ROUND SHAPED, SHALE
 KQ0466'COVERED, HILL WITH TREES ON THE NORTH AND EAST SIDES.  THERE
 KQ0466'ARE SEVERAL HILLS OF ABOUT THE SAME DESCRIPTION IN THE VICINITY.
 KQ0466'
 KQ0466'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN, GO WEST
 KQ0466'ON U.S. HIGHWAY 50 FOR 37.3 MILES TO A TRACK ROAD ON THE LEFT,
 KQ0466'JUST EAST OF A FENCE CORNER.  TURN LEFT AND GO SOUTH ON THE
 KQ0466'MAIN TRAVELED TRACK ROAD FOR 3.2 MILES TO A FORK, KEEP LEFT
 KQ0466'AND GO 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST, SIDE OF
 KQ0466'THE ROAD.  CONTINUE SOUTH ON THE TRACK ROAD FOR 0.45 MILE TO
 KQ0466'THE TOP OF A LOW SADDLE.  TURN LEFT ON A DIM ROAD AND GO EAST
 KQ0466'FOR 0.2 MILE TO A POINT WHERE THE ROAD TURNS TO THE RIGHT.
 KQ0466'LEAVE THE DIM ROAD AND GO NORTH AND THEN EAST UP THE SIDE OF THE
 KQ0466'HILL TO THE HIGHEST POINT AND THE STATION.
 KQ0466'
 KQ0466'THE STATION MARK IS A STANDARD DISK SET IN A ROUND CONCRETE POST
 KQ0466'THAT PROJECTS 2 INCHES.  IT IS STAMPED BUZANES 1954.
 KQ0466'
 KQ0466'REFERENCE MARK 1 IS A STANDARD DISK SET IN A ROUND CONCRETE
 KQ0466'POST THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED BUZANES NO
 KQ0466'1 1954.
 KQ0466'
 KQ0466'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KQ0466'IN BEDROCK THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED BUZANES
 KQ0466'NO 2 1954.
 KQ0466'
 KQ0466'THE AZIMUTH MARK IS A STANDARD DISK SET IN A ROUND CONCRETE POST
 KQ0466'THAT PROJECTS 2 INCHES.  IT IS STAMPED BUZANES 1954.  THE MARK
 KQ0466'IS 15 FEET EAST OF A TRACK ROAD, THE ROAD TO THE STATION, AND
 KQ0466'2 FEET NORTH OF A WHITE WITNESS POST.
 KQ0466
 KQ0466                          STATION RECOVERY (1955)
 KQ0466
 KQ0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KQ0466'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-3 STATION 1006.
 KQ0466'STATION MARK--STANDARD DISC STAMPED---BUZANES 1954--SET IN AROUND
 KQ0466'CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8031 ***********************************************************************
 AH8031  DESIGNATION -  BWA
 AH8031  PID         -  AH8031
 AH8031  STATE/COUNTY-  NV/EUREKA
 AH8031  USGS QUAD   -  THE GEYSERS (1985)
 AH8031
 AH8031                         *CURRENT SURVEY CONTROL
 AH8031  ___________________________________________________________________
 AH8031* NAD 83(1994)-  40 31 45.20660(N)    116 32 23.32684(W)     ADJUSTED  
 AH8031* NAVD 88     -      1622.0    (meters)    5322.     (feet)  VERTCON   
 AH8031  ___________________________________________________________________
 AH8031  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AH8031  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 AH8031
 AH8031  HORZ ORDER  -  THIRD
 AH8031
 AH8031.The horizontal coordinates were established by classical geodetic methods
 AH8031.and adjusted by the National Geodetic Survey in February 1999..
 AH8031
 AH8031.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8031
 AH8031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8031
 AH8031.The geoid height was determined by GEOID03.
 AH8031
 AH8031;                    North         East     Units Scale Factor Converg.
 AH8031;SPC NV E     - 8,641,811.018   118,964.062   MT  0.99998081   -0 37 17.7
 AH8031;SPC NV E     -28,352,341.65    390,301.26   sFT  0.99998081   -0 37 17.7
 AH8031;UTM  11      - 4,486,600.322   538,976.558   MT  0.99961870   +0 17 56.6
 AH8031
 AH8031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8031!SPC NV E     -   0.99974876  x   0.99998081  =   0.99972958
 AH8031!UTM  11      -   0.99974876  x   0.99961870  =   0.99936756
 AH8031
 AH8031                          SUPERSEDED SURVEY CONTROL
 AH8031
 AH8031  NGVD 29 (02/26/99) 1620.9    (m)         5318.     (f) VERT ANG       
 AH8031
 AH8031.Superseded values are not recommended for survey control.
 AH8031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8031.See file dsdata.txt to determine how the superseded data were derived.
 AH8031
 AH8031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE3897786600(NAD 83)
 AH8031_MARKER: DS = TRIANGULATION STATION DISK
 AH8031_SETTING: 80 = SET IN A BOULDER
 AH8031_PROJECTION: FLUSH
 AH8031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8031+STABILITY: SURFACE MOTION
 AH8031
 AH8031  HISTORY     - Date     Condition        Report By
 AH8031  HISTORY     - 1945     MONUMENTED       USGS
 AH8031
 AH8031                          STATION DESCRIPTION
 AH8031
 AH8031'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 AH8031'LOCATED ABOUT 6 MI S. OF BEOWAVE, 1 MI W. OF TENABO RD. ON TOP OF LOW
 AH8031'SPUR RIDGE. THERE IS A MUCH HIGHER TOP ABOUT 1 MI NW. OF STATION.
 AH8031'NO TO REACH GIVEN.
 AH8031'STATION MARK--STANDARD TABLET STAMPED---BWA 1945---, CEMENTED IN ROCK
 AH8031'FLUSH WITH GROUND.
 AH8031'RM 1--SHALLOW DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1902 ***********************************************************************
 GR1902  DESIGNATION -  BYRON
 GR1902  PID         -  GR1902
 GR1902  STATE/COUNTY-  NV/CLARK
 GR1902  USGS QUAD   -  UTE (1983)
 GR1902
 GR1902                         *CURRENT SURVEY CONTROL
 GR1902  ___________________________________________________________________
 GR1902* NAD 83(1994)-  36 36 38.75753(N)    114 41 28.96863(W)     ADJUSTED  
 GR1902* NAVD 88     -       571.0    (meters)    1873.     (feet)  VERTCON   
 GR1902  ___________________________________________________________________
 GR1902  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 GR1902  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 GR1902
 GR1902  HORZ ORDER  -  SECOND
 GR1902
 GR1902.The horizontal coordinates were established by classical geodetic methods
 GR1902.and adjusted by the National Geodetic Survey in June 1998..
 GR1902
 GR1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1902
 GR1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1902
 GR1902.The geoid height was determined by GEOID03.
 GR1902
 GR1902;                    North         East     Units Scale Factor Converg.
 GR1902;SPC NV E     - 8,206,807.550   279,790.057   MT  0.99997841   +0 31 55.1
 GR1902;SPC NV E     -26,925,167.77    917,944.55   sFT  0.99997841   +0 31 55.1
 GR1902;UTM  11      - 4,054,176.287   706,470.469   MT  1.00012524   +1 22 38.2
 GR1902
 GR1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1902!SPC NV E     -   0.99991465  x   0.99997841  =   0.99989306
 GR1902!UTM  11      -   0.99991465  x   1.00012524  =   1.00003988
 GR1902
 GR1902:                Primary Azimuth Mark                     Grid Az
 GR1902:SPC NV E     -  AUK                                      034 36 44.4
 GR1902:UTM  11      -  AUK                                      033 46 01.3
 GR1902
 GR1902|---------------------------------------------------------------------|
 GR1902| PID    Reference Object                     Distance      Geod. Az  |
 GR1902|                                                           dddmmss.s |
 GR1902| GR1905 AUK                                 APPROX. 8.8 KM 0350839.5 |
 GR1902| CC4413 BYRON RM 1                            7.440 METERS 10022     |
 GR1902| CC4414 BYRON RM 2                            7.967 METERS 20023     |
 GR1902|---------------------------------------------------------------------|
 GR1902
 GR1902                          SUPERSEDED SURVEY CONTROL
 GR1902
 GR1902  NAD 83(1994)-  36 36 38.75725(N)    114 41 28.96655(W) AD(       ) 2
 GR1902  NAD 83(1992)-  36 36 38.75699(N)    114 41 28.96746(W) AD(       ) 2
 GR1902  NAD 83(1986)-  36 36 38.75008(N)    114 41 28.95827(W) AD(       ) 2
 GR1902  NAD 27      -  36 36 38.85000(N)    114 41 25.97100(W) AD(       ) 2
 GR1902  NGVD 29 (07/19/86)  570.3    (m)         1871.     (f) VERT ANG       
 GR1902
 GR1902.Superseded values are not recommended for survey control.
 GR1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1902.See file dsdata.txt to determine how the superseded data were derived.
 GR1902
 GR1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0647054176(NAD 83)
 GR1902_MARKER: DS = TRIANGULATION STATION DISK
 GR1902_SETTING: 66 = SET IN ROCK OUTCROP
 GR1902
 GR1902  HISTORY     - Date     Condition        Report By
 GR1902  HISTORY     - 1957     MONUMENTED       CGS
 GR1902  HISTORY     - 1972     GOOD             LAWPC
 GR1902
 GR1902                          STATION DESCRIPTION
 GR1902
 GR1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1902'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF GLENDALE
 GR1902'AND ABOUT 3 MILES NORTHWEST OF U.S. HIGHWAY 91.  IT IS ON THE
 GR1902'TOP OF A LOW MESA.
 GR1902'
 GR1902'TO REACH FROM GLENDALE, GO SOUTHWEST ON U.S. HIGHWAY 91 FOR
 GR1902'5.1 MILES TO A SIDE ROAD RIGHT JUST NORTH OF A PROMINENT BUTTE.
 GR1902'TURN RIGHT (WEST) AND GO 1.8 MILES TO A FORK.  TURN RIGHT AND
 GR1902'GO 1.0 MILE TO A FORK.  TURN LEFT AND GO 0.45 MILE TO A
 GR1902'RAILROAD UNDERPASS.  PASS THROUGH THE UNDERPASS AND GO ABOUT
 GR1902'0.05 MILE TO A TRACK ROAD LEFT.  TURN LEFT (WEST) AND GO 0.6
 GR1902'MILE TO A FORK.  TURN LEFT AND GO 0.35 MILE TO A SIDE ROAD LEFT.
 GR1902'TURN LEFT (SOUTH) AND GO 0.55 MILE.  TURN LEFT (EAST) AND
 GR1902'GO 0.05 MILE, THEN TURN RIGHT (SOUTH) AND GO 0.05 MILE TO
 GR1902'STATION ON RIGHT.
 GR1902'
 GR1902'THE STATION MARK, STAMPED BYRON 1957, IS A STANDARD BRONZE DISK
 GR1902'CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK WHICH IS FLUSH
 GR1902'WITH THE GROUND.  IT IS 163 FEET NORTH OF THE SOUTH EDGE OF THE
 GR1902'MESA AND 142 FEET EAST OF THE WEST EDGE.
 GR1902'
 GR1902'REFERENCE MARK NO. 1, STAMPED BYRON NO 1 1957, IS A STANDARD
 GR1902'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK WHICH
 GR1902'IS FLUSH WITH THE SURFACE OF THE GROUND.
 GR1902'
 GR1902'REFERENCE MARK NO. 2, STAMPED BYRON NO 2 1957, IS A STANDARD
 GR1902'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK WHICH IS
 GR1902'FLUSH WITH THE SURFACE OF THE GROUND.
 GR1902
 GR1902                          STATION RECOVERY (1972)
 GR1902
 GR1902'RECOVERY NOTE BY LA WTR AND PWR COMM 1972 (MSB)
 GR1902'BYRON-1957-RECOVERED IN GOOD CONDITION.
 GR1902'
 GR1902'FOUND BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0649 ***********************************************************************
 MT0649  DESIGNATION -  C 1
 MT0649  PID         -  MT0649
 MT0649  STATE/COUNTY-  NV/ELKO
 MT0649  USGS QUAD   -  MOUNT ICHABOD (1986)
 MT0649
 MT0649                         *CURRENT SURVEY CONTROL
 MT0649  ___________________________________________________________________
 MT0649* NAD 83(1986)-  41 37 00.     (N)    115 31 00.     (W)     SCALED    
 MT0649* NAVD 88     -      1846.868  (meters)    6059.27   (feet)  ADJUSTED  
 MT0649  ___________________________________________________________________
 MT0649  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 MT0649  DYNAMIC HT  -        1845.361 (meters)    6054.32  (feet)  COMP
 MT0649  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 MT0649
 MT0649  VERT ORDER  -  SECOND    CLASS 0
 MT0649
 MT0649.The horizontal coordinates were scaled from a topographic map and have
 MT0649.an estimated accuracy of +/- 6 seconds.
 MT0649
 MT0649.The orthometric height was determined by differential leveling
 MT0649.and adjusted by the National Geodetic Survey in June 1991..
 MT0649
 MT0649.The geoid height was determined by GEOID03.
 MT0649
 MT0649.The dynamic height is computed by dividing the NAVD 88
 MT0649.geopotential number by the normal gravity value computed on the
 MT0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0649.degrees latitude (g = 980.6199 gals.).
 MT0649
 MT0649.The modeled gravity was interpolated from observed gravity values.
 MT0649
 MT0649;                    North         East    Units  Estimated Accuracy
 MT0649;SPC NV E     - 8,762,130.      205,560.      MT  (+/- 180 meters Scaled)
 MT0649
 MT0649                          SUPERSEDED SURVEY CONTROL
 MT0649
 MT0649  NGVD 29 (??/??/92) 1845.615  (m)         6055.16   (f) ADJ UNCH    2 0
 MT0649
 MT0649.Superseded values are not recommended for survey control.
 MT0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0649.See file dsdata.txt to determine how the superseded data were derived.
 MT0649
 MT0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG235082(NAD 83)
 MT0649_MARKER: DD = SURVEY DISK
 MT0649_SETTING: 80 = SET IN A BOULDER
 MT0649_STAMPING: C 1 1933
 MT0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0649+STABILITY: SURFACE MOTION
 MT0649
 MT0649  HISTORY     - Date     Condition        Report By
 MT0649  HISTORY     - 1933     MONUMENTED       USGS
 MT0649  HISTORY     - 1934     GOOD             NGS
 MT0649
 MT0649                          STATION DESCRIPTION
 MT0649
 MT0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0649'0.1 MI N FROM CHARLESTON.
 MT0649'0.1 MILES NORTH OF PUMTY RANCH HOUSE AT CHARLESTON 45 FEET WEST OF THE
 MT0649'ROAD, 15 FEET NORTH OF LINE OF FENCE COMING FROM THE EAST, IN TOP OF
 MT0649'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0557 ***********************************************************************
 LR0557  DESIGNATION -  C 100
 LR0557  PID         -  LR0557
 LR0557  STATE/COUNTY-  NV/HUMBOLDT
 LR0557  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0557
 LR0557                         *CURRENT SURVEY CONTROL
 LR0557  ___________________________________________________________________
 LR0557* NAD 83(1986)-  40 53 07.     (N)    117 45 53.     (W)     SCALED    
 LR0557* NAVD 88     -      1328.114  (meters)    4357.32   (feet)  ADJUSTED  
 LR0557  ___________________________________________________________________
 LR0557  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 LR0557  DYNAMIC HT  -        1327.079 (meters)    4353.93  (feet)  COMP
 LR0557  MODELED GRAV-     979,799.2   (mgal)                       NAVD 88
 LR0557
 LR0557  VERT ORDER  -  SECOND    CLASS 0
 LR0557
 LR0557.The horizontal coordinates were scaled from a topographic map and have
 LR0557.an estimated accuracy of +/- 6 seconds.
 LR0557
 LR0557.The orthometric height was determined by differential leveling
 LR0557.and adjusted by the National Geodetic Survey in June 1991..
 LR0557
 LR0557.The geoid height was determined by GEOID03.
 LR0557
 LR0557.The dynamic height is computed by dividing the NAVD 88
 LR0557.geopotential number by the normal gravity value computed on the
 LR0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0557.degrees latitude (g = 980.6199 gals.).
 LR0557
 LR0557.The modeled gravity was interpolated from observed gravity values.
 LR0557
 LR0557;                    North         East    Units  Estimated Accuracy
 LR0557;SPC NV W     - 4,681,230.      868,990.      MT  (+/- 180 meters Scaled)
 LR0557
 LR0557                          SUPERSEDED SURVEY CONTROL
 LR0557
 LR0557  NGVD 29 (??/??/92) 1327.046  (m)         4353.82   (f) ADJ UNCH    2 0
 LR0557
 LR0557.Superseded values are not recommended for survey control.
 LR0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0557.See file dsdata.txt to determine how the superseded data were derived.
 LR0557
 LR0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF355263(NAD 83)
 LR0557_MARKER: DB = BENCH MARK DISK
 LR0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0557_STAMPING: C 100 1958
 LR0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0557+STABILITY: SURFACE MOTION
 LR0557
 LR0557  HISTORY     - Date     Condition        Report By
 LR0557  HISTORY     - 1958     MONUMENTED       CGS
 LR0557
 LR0557                          STATION DESCRIPTION
 LR0557
 LR0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0557'6.7 MI S FROM WINNEMUCCA.
 LR0557'0.2 MILE SOUTHEAST ALONG BRIDGE STREET FROM THE COURTHOUSE AT
 LR0557'WINNEMUCCA, THENCE 6.5 MILES SOUTH ALONG A GRAVEL ROAD, 0.2 MILE SOUTH
 LR0557'OF THE CROSSING OF SANTA ROSA CREEK, AT THE JUNCTION OF A DIRT ROAD
 LR0557'LEADING NORTHEAST TO A GRAVEL PIT AND A TRACK ROAD LEADING SOUTHWEST,
 LR0557'IN LINE WITH A ROW OF TELEPHONE POLES, 110 FEET SOUTHWEST OF THE
 LR0557'CENTER LINE OF THE GRAVEL ROAD MEASURED FROM THE APPROXIMATE CENTER OF
 LR0557'THE JUNCTION, 12 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD,
 LR0557'2 FEET NORTHWEST OF A TELEPHONE POLE, SOUTHEAST OF A WITNESS POST,
 LR0557'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LR0557'1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0581 ***********************************************************************
 LR0581  DESIGNATION -  C 101
 LR0581  PID         -  LR0581
 LR0581  STATE/COUNTY-  NV/PERSHING
 LR0581  USGS QUAD   -  LEACH HOT SPRINGS (1990)
 LR0581
 LR0581                         *CURRENT SURVEY CONTROL
 LR0581  ___________________________________________________________________
 LR0581* NAD 83(1986)-  40 33 52.     (N)    117 37 40.     (W)     SCALED    
 LR0581* NAVD 88     -      1445.434  (meters)    4742.23   (feet)  ADJUSTED  
 LR0581  ___________________________________________________________________
 LR0581  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 LR0581  DYNAMIC HT  -        1444.246 (meters)    4738.33  (feet)  COMP
 LR0581  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 LR0581
 LR0581  VERT ORDER  -  SECOND    CLASS 0
 LR0581
 LR0581.The horizontal coordinates were scaled from a topographic map and have
 LR0581.an estimated accuracy of +/- 6 seconds.
 LR0581
 LR0581.The orthometric height was determined by differential leveling
 LR0581.and adjusted by the National Geodetic Survey in June 1991..
 LR0581
 LR0581.The geoid height was determined by GEOID03.
 LR0581
 LR0581.The dynamic height is computed by dividing the NAVD 88
 LR0581.geopotential number by the normal gravity value computed on the
 LR0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0581.degrees latitude (g = 980.6199 gals.).
 LR0581
 LR0581.The modeled gravity was interpolated from observed gravity values.
 LR0581
 LR0581;                    North         East    Units  Estimated Accuracy
 LR0581;SPC NV W     - 4,645,720.      880,920.      MT  (+/- 180 meters Scaled)
 LR0581
 LR0581                          SUPERSEDED SURVEY CONTROL
 LR0581
 LR0581  NGVD 29 (??/??/92) 1444.344  (m)         4738.65   (f) ADJ UNCH    2 0
 LR0581
 LR0581.Superseded values are not recommended for survey control.
 LR0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0581.See file dsdata.txt to determine how the superseded data were derived.
 LR0581
 LR0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME468905(NAD 83)
 LR0581_MARKER: DB = BENCH MARK DISK
 LR0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0581_STAMPING: C 101 1958
 LR0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0581+STABILITY: SURFACE MOTION
 LR0581
 LR0581  HISTORY     - Date     Condition        Report By
 LR0581  HISTORY     - 1958     MONUMENTED       CGS
 LR0581  HISTORY     - 1968     GOOD             NGS
 LR0581
 LR0581                          STATION DESCRIPTION
 LR0581
 LR0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0581'2.95 MI SE FROM LEACH HOT SPRINGS.
 LR0581'2.95 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, 0.3
 LR0581'MILE NORTHWEST OF THE JUNCTION OF A TRACK ROAD NORTHEAST, 44 FEET
 LR0581'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHWEST OF A
 LR0581'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 LR0581'A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
 LR0581
 LR0581                          STATION RECOVERY (1968)
 LR0581
 LR0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LR0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0459 ***********************************************************************
 LR0459  DESIGNATION -  C 102
 LR0459  PID         -  LR0459
 LR0459  STATE/COUNTY-  NV/PERSHING
 LR0459  USGS QUAD   -  SOU HILLS (1990)
 LR0459
 LR0459                         *CURRENT SURVEY CONTROL
 LR0459  ___________________________________________________________________
 LR0459* NAD 83(1986)-  40 13 58.     (N)    117 40 47.     (W)     SCALED    
 LR0459* NAVD 88     -      1281.021  (meters)    4202.82   (feet)  ADJUSTED  
 LR0459  ___________________________________________________________________
 LR0459  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 LR0459  DYNAMIC HT  -        1279.992 (meters)    4199.44  (feet)  COMP
 LR0459  MODELED GRAV-     979,777.9   (mgal)                       NAVD 88
 LR0459
 LR0459  VERT ORDER  -  SECOND    CLASS 0
 LR0459
 LR0459.The horizontal coordinates were scaled from a topographic map and have
 LR0459.an estimated accuracy of +/- 6 seconds.
 LR0459
 LR0459.The orthometric height was determined by differential leveling
 LR0459.and adjusted by the National Geodetic Survey in June 1991..
 LR0459
 LR0459.The geoid height was determined by GEOID03.
 LR0459
 LR0459.The dynamic height is computed by dividing the NAVD 88
 LR0459.geopotential number by the normal gravity value computed on the
 LR0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0459.degrees latitude (g = 980.6199 gals.).
 LR0459
 LR0459.The modeled gravity was interpolated from observed gravity values.
 LR0459
 LR0459;                    North         East    Units  Estimated Accuracy
 LR0459;SPC NV W     - 4,608,850.      876,890.      MT  (+/- 180 meters Scaled)
 LR0459
 LR0459                          SUPERSEDED SURVEY CONTROL
 LR0459
 LR0459  NGVD 29 (??/??/92) 1280.020  (m)         4199.53   (f) ADJ UNCH    2 0
 LR0459
 LR0459.Superseded values are not recommended for survey control.
 LR0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0459.See file dsdata.txt to determine how the superseded data were derived.
 LR0459
 LR0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME421538(NAD 83)
 LR0459_MARKER: DB = BENCH MARK DISK
 LR0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0459_STAMPING: C 102 1958
 LR0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0459+STABILITY: SURFACE MOTION
 LR0459
 LR0459  HISTORY     - Date     Condition        Report By
 LR0459  HISTORY     - 1958     MONUMENTED       CGS
 LR0459
 LR0459                          STATION DESCRIPTION
 LR0459
 LR0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0459'0.8 MI N FROM PARIS RANCH.
 LR0459'0.8 MILE NORTH ALONG A GRAVEL ROAD FROM PARIS RANCH, 17 FEET NORTHEAST
 LR0459'OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH OF THE NORTH END OF A
 LR0459'BOARD GATE ACROSS THE ROAD, 1.2 FEET WEST OF A FENCE, 1.6 FEET SOUTH
 LR0459'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LR0459'CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0068 ***********************************************************************
 KR0068  DESIGNATION -  C 103
 KR0068  PID         -  KR0068
 KR0068  STATE/COUNTY-  NV/CHURCHILL
 KR0068  USGS QUAD   -  I X L CANYON (1980)
 KR0068
 KR0068                         *CURRENT SURVEY CONTROL
 KR0068  ___________________________________________________________________
 KR0068* NAD 83(1986)-  39 42 09.     (N)    118 08 12.     (W)     SCALED    
 KR0068* NAVD 88     -      1053.171  (meters)    3455.28   (feet)  ADJUSTED  
 KR0068  ___________________________________________________________________
 KR0068  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 KR0068  DYNAMIC HT  -        1052.293 (meters)    3452.40  (feet)  COMP
 KR0068  MODELED GRAV-     979,757.8   (mgal)                       NAVD 88
 KR0068
 KR0068  VERT ORDER  -  SECOND    CLASS 0
 KR0068
 KR0068.The horizontal coordinates were scaled from a topographic map and have
 KR0068.an estimated accuracy of +/- 6 seconds.
 KR0068
 KR0068.The orthometric height was determined by differential leveling
 KR0068.and adjusted by the National Geodetic Survey in June 1991..
 KR0068
 KR0068.The geoid height was determined by GEOID03.
 KR0068
 KR0068.The dynamic height is computed by dividing the NAVD 88
 KR0068.geopotential number by the normal gravity value computed on the
 KR0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0068.degrees latitude (g = 980.6199 gals.).
 KR0068
 KR0068.The modeled gravity was interpolated from observed gravity values.
 KR0068
 KR0068;                    North         East    Units  Estimated Accuracy
 KR0068;SPC NV W     - 4,549,680.      838,300.      MT  (+/- 180 meters Scaled)
 KR0068
 KR0068                          SUPERSEDED SURVEY CONTROL
 KR0068
 KR0068  NGVD 29 (??/??/92) 1052.222  (m)         3452.16   (f) ADJ UNCH    2 0
 KR0068
 KR0068.Superseded values are not recommended for survey control.
 KR0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0068.See file dsdata.txt to determine how the superseded data were derived.
 KR0068
 KR0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD025953(NAD 83)
 KR0068_MARKER: DB = BENCH MARK DISK
 KR0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0068_STAMPING: C 103 1958
 KR0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0068+STABILITY: SURFACE MOTION
 KR0068
 KR0068  HISTORY     - Date     Condition        Report By
 KR0068  HISTORY     - 1958     MONUMENTED       CGS
 KR0068
 KR0068                          STATION DESCRIPTION
 KR0068
 KR0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0068'3.45 MI NW FROM DIXIE VALLEY.
 KR0068'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE DIXIE SCHOOL AT DIXIE
 KR0068'VALLEY, THENCE 1.95 MILES NORTH ALONG A DIRT ROAD, 0.4 MILE SOUTH OF
 KR0068'THE T JUNCTION OF A DIRT ROAD EAST, 29 FEET WEST OF THE CENTER LINE OF
 KR0068'THE ROAD, 2.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 KR0068'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 KR0068'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0054 ***********************************************************************
 KR0054  DESIGNATION -  C 104
 KR0054  PID         -  KR0054
 KR0054  STATE/COUNTY-  NV/CHURCHILL
 KR0054  USGS QUAD   -  DIXIE HOT SPRINGS (1990)
 KR0054
 KR0054                         *CURRENT SURVEY CONTROL
 KR0054  ___________________________________________________________________
 KR0054* NAD 83(1986)-  39 51 26.     (N)    118 00 52.     (W)     SCALED    
 KR0054* NAVD 88     -      1040.693  (meters)    3414.34   (feet)  ADJUSTED  
 KR0054  ___________________________________________________________________
 KR0054  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 KR0054  DYNAMIC HT  -        1039.863 (meters)    3411.62  (feet)  COMP
 KR0054  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 KR0054
 KR0054  VERT ORDER  -  SECOND    CLASS 0
 KR0054
 KR0054.The horizontal coordinates were scaled from a topographic map and have
 KR0054.an estimated accuracy of +/- 6 seconds.
 KR0054
 KR0054.The orthometric height was determined by differential leveling
 KR0054.and adjusted by the National Geodetic Survey in June 1991..
 KR0054
 KR0054.The geoid height was determined by GEOID03.
 KR0054
 KR0054.The dynamic height is computed by dividing the NAVD 88
 KR0054.geopotential number by the normal gravity value computed on the
 KR0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0054.degrees latitude (g = 980.6199 gals.).
 KR0054
 KR0054.The modeled gravity was interpolated from observed gravity values.
 KR0054
 KR0054;                    North         East    Units  Estimated Accuracy
 KR0054;SPC NV W     - 4,566,920.      848,680.      MT  (+/- 180 meters Scaled)
 KR0054
 KR0054                          SUPERSEDED SURVEY CONTROL
 KR0054
 KR0054  NGVD 29 (??/??/92) 1039.767  (m)         3411.30   (f) ADJ UNCH    2 0
 KR0054
 KR0054.Superseded values are not recommended for survey control.
 KR0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0054.See file dsdata.txt to determine how the superseded data were derived.
 KR0054
 KR0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME132124(NAD 83)
 KR0054_MARKER: DB = BENCH MARK DISK
 KR0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0054_STAMPING: C 104 1958
 KR0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0054+STABILITY: SURFACE MOTION
 KR0054
 KR0054  HISTORY     - Date     Condition        Report By
 KR0054  HISTORY     - 1958     MONUMENTED       CGS
 KR0054
 KR0054                          STATION DESCRIPTION
 KR0054
 KR0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0054'11.7 MI SW FROM BOYER RANCH.
 KR0054'11.7 MILES SOUTHWEST ALONG A DIRT ROAD FROM BOYER RANCH, AT THE
 KR0054'CROSSING OF A FENCE LINE, 37 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KR0054'28 1/2 FEET EAST OF THE EAST GATE POST OF THE FENCE, 1.0 FEET NORTH OF
 KR0054'THE FENCE, 1.4 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 KR0054'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE
 KR0054'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0216 ***********************************************************************
 LS0216  DESIGNATION -  C 105
 LS0216  PID         -  LS0216
 LS0216  STATE/COUNTY-  NV/PERSHING
 LS0216  USGS QUAD   -  CORNISH PEAK (1987)
 LS0216
 LS0216                         *CURRENT SURVEY CONTROL
 LS0216  ___________________________________________________________________
 LS0216* NAD 83(1994)-  40 06 04.88781(N)    118 06 24.87118(W)     ADJUSTED  
 LS0216* NAVD 88     -      1244.973  (meters)    4084.55   (feet)  ADJUSTED  
 LS0216  ___________________________________________________________________
 LS0216  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 LS0216  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 LS0216  DYNAMIC HT  -        1243.978 (meters)    4081.28  (feet)  COMP
 LS0216  MODELED GRAV-     979,783.1   (mgal)                       NAVD 88
 LS0216
 LS0216  HORZ ORDER  -  SECOND
 LS0216  VERT ORDER  -  SECOND    CLASS 0
 LS0216
 LS0216.The horizontal coordinates were established by classical geodetic methods
 LS0216.and adjusted by the National Geodetic Survey in June 1998..
 LS0216
 LS0216.The orthometric height was determined by differential leveling
 LS0216.and adjusted by the National Geodetic Survey in June 1991..
 LS0216
 LS0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0216
 LS0216.The geoid height was determined by GEOID03.
 LS0216
 LS0216.The dynamic height is computed by dividing the NAVD 88
 LS0216.geopotential number by the normal gravity value computed on the
 LS0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0216.degrees latitude (g = 980.6199 gals.).
 LS0216
 LS0216.The modeled gravity was interpolated from observed gravity values.
 LS0216
 LS0216;                    North         East     Units Scale Factor Converg.
 LS0216;SPC NV W     - 4,593,974.408   840,619.542   MT  0.99992030   +0 18 24.8
 LS0216;SPC NV W     -15,072,064.37  2,757,932.61   sFT  0.99992030   +0 18 24.8
 LS0216;UTM  11      - 4,439,594.112   405,653.446   MT  0.99970958   -0 42 47.0
 LS0216
 LS0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0216!SPC NV W     -   0.99980825  x   0.99992030  =   0.99972857
 LS0216!UTM  11      -   0.99980825  x   0.99970958  =   0.99951789
 LS0216
 LS0216                          SUPERSEDED SURVEY CONTROL
 LS0216
 LS0216  NAD 83(1986)-  40 06 04.89240(N)    118 06 24.86343(W) AD(       ) 2
 LS0216  NAD 27      -  40 06 05.21200(N)    118 06 21.37840(W) AD(       ) 2
 LS0216  NGVD 29 (??/??/92) 1244.011  (m)         4081.39   (f) ADJ UNCH    2 0
 LS0216
 LS0216.Superseded values are not recommended for survey control.
 LS0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0216.See file dsdata.txt to determine how the superseded data were derived.
 LS0216
 LS0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME0565339594(NAD 83)
 LS0216_MARKER: DB = BENCH MARK DISK
 LS0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0216_STAMPING: C 105 1958
 LS0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0216+STABILITY: SURFACE MOTION
 LS0216
 LS0216  HISTORY     - Date     Condition        Report By
 LS0216  HISTORY     - 1958     MONUMENTED       CGS
 LS0216  HISTORY     - 1958     GOOD             CGS
 LS0216  HISTORY     - 1982     GOOD             USGS
 LS0216
 LS0216                          STATION DESCRIPTION
 LS0216
 LS0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LS0216'TO REACH THE STATION FROM THE POST OFFICE IN LOVELOCK GO EAST
 LS0216'1 BLOCK ON MAIN STREET TO A TRAFFIC LIGHT AND JUNCTION WITH
 LS0216'U.S. HIGHWAYS 40 AND 95.  TURN LEFT, ON U.S. HIGHWAYS 40 AND 95,
 LS0216'TOWARDS WINNEMUCCA, FOR 6.35 MILES TO A SIDEROAD RIGHT AT
 LS0216'A SIGN COAL CANYON IRON MINES.  TURN RIGHT AND GO EAST ON THE
 LS0216'MAIN ROAD FOR 5.8 MILES TO A FORK.  TAKE THE RIGHT FORK, UP
 LS0216'THE CANYON, FOR 1.15 MILES TO A FORK.  TAKE THE LEFT FORK AND
 LS0216'GO EAST ON THE MAIN ROAD FOR 6.15 MILES TO A FORK AT A SIGN
 LS0216'DINWIDDIE.  TAKE THE LEFT FORK AND GO SOUTHEAST AND EAST FOR
 LS0216'1.35 MILES TO A FORK AT A SIGN NEVADA MERCURY CORP. MILL 1
 LS0216'1/2 MILES.  TAKE THE LEFT FORK, STRAIGHT AHEAD, AND GO EAST
 LS0216'FOR 0.65 MILE TO A FORK AT A SIGN NEVADA MERCURY CORP.
 LS0216'MILL 1 MILE.  TAKE THE RIGHT FORK, STRAIGHT AHEAD, EAST
 LS0216'AND SOUTHEASTERLY, FOR 4.35 MILES TO A SIDEROAD RIGHT.  ANT AZIMUTH
 LS0216'MARK IS ON THE RIGHT JUST AFTER PASSING THIS SIDEROAD.
 LS0216'TURN RIGHT, SOUTH, AND GO 0.9 MILE TO THE STATION.
 LS0216'
 LS0216'THE MARK IS A STANDARD BENCH MARK DISK STAMPED
 LS0216'C 105 1958 SET IN THE TOP OF 10-INCH DIAMETER CYLINDRICAL
 LS0216'CONCRETE MONUMENT, AND PROJECTS 4 INCHES.  IT IS 22 FEET EAST
 LS0216'OF THE CENTERLINE OF A DIRT ROAD, 5 FEET EAST-SOUTHEAST OF
 LS0216'THE CORNER OF THE FENCE SURROUNDING THE RADIO RANGE STATION
 LS0216'AND 1.6 FEET EAST OF A STANDARD WITNESS POST, AND IS ABOUT THE
 LS0216'SAME ELEVATION AS STATION ANT.
 LS0216
 LS0216                          STATION RECOVERY (1958)
 LS0216
 LS0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LS0216'28.05 MI SE FROM LOVELOCK.
 LS0216'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0216'STREET AT LOVELOCK, THENCE 17.75 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 LS0216'THENCE 1.05 MILE NORTH ALONG A GRAVEL ROAD, THENCE 3.0 MILES EAST
 LS0216'ALONG A GRAVEL ROAD.  IN R34E T26N S24, AT C.A.A. LOVELOCK RADIO
 LS0216'RANGE, AT THE SOUTHWEST CORNER OF A FENCE AROUND THE TOWERS, 23 1/2
 LS0216'FEET EAST OF THE CENTER LINE OF THE ROAD, 5.6 FEET EAST OF A FENCE
 LS0216'CORNER POST, 1 1/2 FEET SOUTH OF THE FENCE, 1 1/2 FEET EAST OF A
 LS0216'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LS0216'CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
 LS0216
 LS0216                          STATION RECOVERY (1982)
 LS0216
 LS0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LS0216'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0216'STREET AT LOVELOCK 6.8 MILES NORTHEAST ALONG BUSINESS I-80 FROM THE
 LS0216'JUNCTION OF MAIN ST. LOVELOCK,THENCE 13.9 MILES EAST ALONG STATE
 LS0216'HIGHWAY 857 TOWARD COAL CANYON TO ROAD JUNCTION SOUTH, THENCE 2.85
 LS0216'MILES SOUTHEAST ALONG GRADED DIRT ROAD TO X-RDS, THENCE 0.5 MILE
 LS0216'NORTH ALONG GRADED DIRT ROAD. TO X-RDS, THENCE 0.4 MILE NORTHEAST
 LS0216'ALONG GRADED DIRT ROAD TO X-RDS, THENCE 2.5 MILES EAST ALONG GRADED
 LS0216'DIRT ROAD AT CURVE, IN S 24, T 26 N, R 34 E, 24 FEET EAST OF CENTER
 LS0216'OF ROAD, IN THE TOP OF A CONCRETE POST PRJECTING 1/2 FOOT ABOVE THE
 LS0216'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0595 ***********************************************************************
 LR0595  DESIGNATION -  C 106
 LR0595  PID         -  LR0595
 LR0595  STATE/COUNTY-  NV/PERSHING
 LR0595  USGS QUAD   -  PANTHER CANYON (1990)
 LR0595
 LR0595                         *CURRENT SURVEY CONTROL
 LR0595  ___________________________________________________________________
 LR0595* NAD 83(1986)-  40 36 50.     (N)    117 32 22.     (W)     SCALED    
 LR0595* NAVD 88     -      1680.722  (meters)    5514.17   (feet)  ADJUSTED  
 LR0595  ___________________________________________________________________
 LR0595  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 LR0595  DYNAMIC HT  -        1679.311 (meters)    5509.54  (feet)  COMP
 LR0595  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 LR0595
 LR0595  VERT ORDER  -  SECOND    CLASS 0
 LR0595
 LR0595.The horizontal coordinates were scaled from a topographic map and have
 LR0595.an estimated accuracy of +/- 6 seconds.
 LR0595
 LR0595.The orthometric height was determined by differential leveling
 LR0595.and adjusted by the National Geodetic Survey in June 1991..
 LR0595
 LR0595.The geoid height was determined by GEOID03.
 LR0595
 LR0595.The dynamic height is computed by dividing the NAVD 88
 LR0595.geopotential number by the normal gravity value computed on the
 LR0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0595.degrees latitude (g = 980.6199 gals.).
 LR0595
 LR0595.The modeled gravity was interpolated from observed gravity values.
 LR0595
 LR0595;                    North         East    Units  Estimated Accuracy
 LR0595;SPC NV W     - 4,651,300.      888,330.      MT  (+/- 180 meters Scaled)
 LR0595
 LR0595                          SUPERSEDED SURVEY CONTROL
 LR0595
 LR0595  NGVD 29 (??/??/92) 1679.601  (m)         5510.49   (f) ADJ UNCH    2 0
 LR0595
 LR0595.Superseded values are not recommended for survey control.
 LR0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0595.See file dsdata.txt to determine how the superseded data were derived.
 LR0595
 LR0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME543960(NAD 83)
 LR0595_MARKER: DB = BENCH MARK DISK
 LR0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0595_STAMPING: C 106 1958
 LR0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0595+STABILITY: SURFACE MOTION
 LR0595
 LR0595  HISTORY     - Date     Condition        Report By
 LR0595  HISTORY     - 1958     MONUMENTED       CGS
 LR0595
 LR0595                          STATION DESCRIPTION
 LR0595
 LR0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0595'11.1 MI E FROM LEACH HOT SPRINGS.
 LR0595'2.8 MILES NORTHWEST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, THENCE
 LR0595'8.3 MILES EAST ALONG A DIRT ROAD, 0.5 MILE SOUTHWEST OF THE Y JUNCTION
 LR0595'OF A DIRT ROAD, 0.3 MILE EAST OF THE Y JUNCTION OF A TRACK ROAD SOUTH,
 LR0595'ON TOP OF A RIDGE, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 LR0595'1.7 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 LR0595'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 LR0595'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0600 ***********************************************************************
 LR0600  DESIGNATION -  C 107
 LR0600  PID         -  LR0600
 LR0600  STATE/COUNTY-  NV/PERSHING
 LR0600  USGS QUAD   -  SHEEP RANCH CANYON (1990)
 LR0600
 LR0600                         *CURRENT SURVEY CONTROL
 LR0600  ___________________________________________________________________
 LR0600* NAD 83(1986)-  40 40 01.     (N)    117 30 30.     (W)     SCALED    
 LR0600* NAVD 88     -      1497.324  (meters)    4912.47   (feet)  ADJUSTED  
 LR0600  ___________________________________________________________________
 LR0600  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 LR0600  DYNAMIC HT  -        1496.107 (meters)    4908.48  (feet)  COMP
 LR0600  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 LR0600
 LR0600  VERT ORDER  -  SECOND    CLASS 0
 LR0600
 LR0600.The horizontal coordinates were scaled from a topographic map and have
 LR0600.an estimated accuracy of +/- 6 seconds.
 LR0600
 LR0600.The orthometric height was determined by differential leveling
 LR0600.and adjusted by the National Geodetic Survey in June 1991..
 LR0600
 LR0600.The geoid height was determined by GEOID03.
 LR0600
 LR0600.The dynamic height is computed by dividing the NAVD 88
 LR0600.geopotential number by the normal gravity value computed on the
 LR0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0600.degrees latitude (g = 980.6199 gals.).
 LR0600
 LR0600.The modeled gravity was interpolated from observed gravity values.
 LR0600
 LR0600;                    North         East    Units  Estimated Accuracy
 LR0600;SPC NV W     - 4,657,220.      890,890.      MT  (+/- 180 meters Scaled)
 LR0600
 LR0600                          SUPERSEDED SURVEY CONTROL
 LR0600
 LR0600  NGVD 29 (??/??/92) 1496.237  (m)         4908.90   (f) ADJ UNCH    2 0
 LR0600
 LR0600.Superseded values are not recommended for survey control.
 LR0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0600.See file dsdata.txt to determine how the superseded data were derived.
 LR0600
 LR0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF570019(NAD 83)
 LR0600_MARKER: DB = BENCH MARK DISK
 LR0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0600_STAMPING: C 107 1958
 LR0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0600+STABILITY: SURFACE MOTION
 LR0600
 LR0600  HISTORY     - Date     Condition        Report By
 LR0600  HISTORY     - 1958     MONUMENTED       CGS
 LR0600
 LR0600                          STATION DESCRIPTION
 LR0600
 LR0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0600'6.7 MI W FROM SMELSER PASS.
 LR0600'2.5 MILES WEST ALONG A DIRT ROAD FROM SMELSER PASS, THENCE 2.5 MILES
 LR0600'WEST ALONG A DIRT ROAD, THENCE 0.7 MILE WEST-SOUTHWEST ACROSS COUNTRY,
 LR0600'THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, 24 FEET EAST OF THE CENTER
 LR0600'LINE OF THE ROAD, 1.5 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 LR0600'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT
 LR0600'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0155 ***********************************************************************
 MT0155  DESIGNATION -  C 108
 MT0155  PID         -  MT0155
 MT0155  STATE/COUNTY-  NV/ELKO
 MT0155  USGS QUAD   -  TWELVEMILE RANCH (1982)
 MT0155
 MT0155                         *CURRENT SURVEY CONTROL
 MT0155  ___________________________________________________________________
 MT0155* NAD 83(1986)-  41 26 43.     (N)    114 11 04.     (W)     SCALED    
 MT0155* NAVD 88     -      1517.409  (meters)    4978.37   (feet)  ADJUSTED  
 MT0155  ___________________________________________________________________
 MT0155  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 MT0155  DYNAMIC HT  -        1516.267 (meters)    4974.62  (feet)  COMP
 MT0155  MODELED GRAV-     979,817.1   (mgal)                       NAVD 88
 MT0155
 MT0155  VERT ORDER  -  SECOND    CLASS 0
 MT0155
 MT0155.The horizontal coordinates were scaled from a topographic map and have
 MT0155.an estimated accuracy of +/- 6 seconds.
 MT0155
 MT0155.The orthometric height was determined by differential leveling
 MT0155.and adjusted by the National Geodetic Survey in June 1991..
 MT0155
 MT0155.The geoid height was determined by GEOID03.
 MT0155
 MT0155.The dynamic height is computed by dividing the NAVD 88
 MT0155.geopotential number by the normal gravity value computed on the
 MT0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0155.degrees latitude (g = 980.6199 gals.).
 MT0155
 MT0155.The modeled gravity was interpolated from observed gravity values.
 MT0155
 MT0155;                    North         East    Units  Estimated Accuracy
 MT0155;SPC NV E     - 8,744,040.      316,890.      MT  (+/- 180 meters Scaled)
 MT0155
 MT0155                          SUPERSEDED SURVEY CONTROL
 MT0155
 MT0155  NGVD 29 (??/??/92) 1516.316  (m)         4974.78   (f) ADJ UNCH    2 0
 MT0155
 MT0155.Superseded values are not recommended for survey control.
 MT0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0155.See file dsdata.txt to determine how the superseded data were derived.
 MT0155
 MT0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF352920(NAD 83)
 MT0155_MARKER: DB = BENCH MARK DISK
 MT0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0155_STAMPING: C 108 1958
 MT0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0155+STABILITY: SURFACE MOTION
 MT0155
 MT0155  HISTORY     - Date     Condition        Report By
 MT0155  HISTORY     - 1958     MONUMENTED       CGS
 MT0155
 MT0155                          STATION DESCRIPTION
 MT0155
 MT0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0155'12.95 MI N FROM MONTELLO.
 MT0155'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0155'MONTELLO, THENCE 12.8 MILES NORTH ALONG A GRAVEL ROAD, 0.15 MILE SOUTH
 MT0155'OF THE CROSSING OF A DEEP WASH, 84 FEET EAST OF THE CENTER LINE OF THE
 MT0155'ROAD, 206 FEET NORTH OF THE NORTHWEST END OF A GATE ACROSS A TRACK
 MT0155'ROAD LEADING NORTHEAST INTO A PASTURE, 4.5 FEET WEST OF A FENCE, 2.4
 MT0155'FEET NORTH OF A WITNESS POST, LEVEL WITH THE ROAD, AND SET IN THE TOP
 MT0155'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0014 ***********************************************************************
 FS0014  DESIGNATION -  C 109
 FS0014  PID         -  FS0014
 FS0014  STATE/COUNTY-  NV/CLARK
 FS0014  USGS QUAD   -  BOULDER CITY NW (1983)
 FS0014
 FS0014                         *CURRENT SURVEY CONTROL
 FS0014  ___________________________________________________________________
 FS0014* NAD 83(1986)-  35 56 28.     (N)    114 54 51.     (W)     SCALED    
 FS0014* NAVD 88     -       574.827  (meters)    1885.91   (feet)  POSTED    
 FS0014  ___________________________________________________________________
 FS0014  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FS0014  DYNAMIC HT  -         574.230 (meters)    1883.95  (feet)  COMP
 FS0014  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 FS0014
 FS0014  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0014
 FS0014.The horizontal coordinates were scaled from a topographic map and have
 FS0014.an estimated accuracy of +/- 6 seconds.
 FS0014
 FS0014.The orthometric height was determined by differential leveling
 FS0014.and adjusted by the National Geodetic Survey in 1992..
 FS0014.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0014.rate of 0.0 thru 1.0 mm/km.
 FS0014
 FS0014.The geoid height was determined by GEOID03.
 FS0014
 FS0014.The dynamic height is computed by dividing the NAVD 88
 FS0014.geopotential number by the normal gravity value computed on the
 FS0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0014.degrees latitude (g = 980.6199 gals.).
 FS0014
 FS0014.The modeled gravity was interpolated from observed gravity values.
 FS0014
 FS0014;                    North         East    Units  Estimated Accuracy
 FS0014;SPC NV E     - 8,132,340.      260,370.      MT  (+/- 180 meters Scaled)
 FS0014
 FS0014                          SUPERSEDED SURVEY CONTROL
 FS0014
 FS0014  NGVD 29 (??/??/92)  574.122  (m)         1883.60   (f) ADJ UNCH    1 1
 FS0014
 FS0014.Superseded values are not recommended for survey control.
 FS0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0014.See file dsdata.txt to determine how the superseded data were derived.
 FS0014
 FS0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV881794(NAD 83)
 FS0014_MARKER: DB = BENCH MARK DISK
 FS0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0014_STAMPING: C 109 1934
 FS0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0014+STABILITY: SURFACE MOTION
 FS0014
 FS0014  HISTORY     - Date     Condition        Report By
 FS0014  HISTORY     - 1934     MONUMENTED       CGS
 FS0014  HISTORY     - 1949     GOOD             NGS
 FS0014  HISTORY     - 1969     GOOD             NGS
 FS0014
 FS0014                          STATION DESCRIPTION
 FS0014
 FS0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0014'2.1 MI S FROM ALUNITE.
 FS0014'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE JUNCTION OF U.S.
 FS0014'HIGHWAY 93 AT ALUNITE, THENCE 0.4 MILE SOUTH ALONG AN OLD
 FS0014'ABANDONED STATE HIGHWAY 5, ABOUT 340 FEET WEST OF THE CENTER
 FS0014'LINE OF U.S. HIGHWAY 95, 51 FEET WEST OF THE CENTER LINE OF THE
 FS0014'OLD STATE HIGHWAY, 3.0 FEET NORTH OF A WITNESS POST, AND SET
 FS0014'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 FS0014'GROUND.
 FS0014
 FS0014                          STATION RECOVERY (1969)
 FS0014
 FS0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0763 ***********************************************************************
 KR0763  DESIGNATION -  C 11
 KR0763  PID         -  KR0763
 KR0763  STATE/COUNTY-  NV/LYON
 KR0763  USGS QUAD   -  CHURCHILL CANYON WEL (1993)
 KR0763
 KR0763                         *CURRENT SURVEY CONTROL
 KR0763  ___________________________________________________________________
 KR0763* NAD 83(1986)-  39 11 46.     (N)    119 15 45.     (W)     SCALED    
 KR0763* NAVD 88     -      1304.00   (+/-2cm)    4278.2    (feet)  VERTCON   
 KR0763  ___________________________________________________________________
 KR0763  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 KR0763
 KR0763  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0763
 KR0763.The horizontal coordinates were scaled from a topographic map and have
 KR0763.an estimated accuracy of +/- 6 seconds.
 KR0763
 KR0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0763.The vertical order pertains to the NGVD 29 superseded value.
 KR0763
 KR0763.The geoid height was determined by GEOID03.
 KR0763
 KR0763;                    North         East    Units  Estimated Accuracy
 KR0763;SPC NV W     - 4,493,590.      741,340.      MT  (+/- 180 meters Scaled)
 KR0763
 KR0763                          SUPERSEDED SURVEY CONTROL
 KR0763
 KR0763  NGVD 29 (??/??/92) 1303.004  (m)         4274.94   (f) ADJ UNCH    1 2
 KR0763
 KR0763.Superseded values are not recommended for survey control.
 KR0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0763.See file dsdata.txt to determine how the superseded data were derived.
 KR0763
 KR0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD046409(NAD 83)
 KR0763_MARKER: P = PIPE CAP
 KR0763_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0763_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0763_STAMPING: 4274.863 C 11 1915
 KR0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0763
 KR0763  HISTORY     - Date     Condition        Report By
 KR0763  HISTORY     - 1915     MONUMENTED       CGS
 KR0763  HISTORY     - 1953     GOOD             NGS
 KR0763  HISTORY     - 1984     MARK NOT FOUND   USGS
 KR0763
 KR0763                          STATION DESCRIPTION
 KR0763
 KR0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0763'6.0 MI NW FROM WABUSKA.
 KR0763'6.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0763'THE STATION AT WABUSKA, 6 1/2 FEET SOUTHEAST OF MILEPOLE 322, IN LINE
 KR0763'WITH A ROW OF TELEGRAPH POLES, 18.3 FEET SOUTHWEST OF THE SOUTHWEST
 KR0763'RAIL, 1.5 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 KR0763'THE TRACK, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4
 KR0763'FOOT ABOVE THE GROUND.
 KR0763
 KR0763                          STATION RECOVERY (1984)
 KR0763
 KR0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0624 ***********************************************************************
 FS0624  DESIGNATION -  C 110
 FS0624  PID         -  FS0624
 FS0624  STATE/COUNTY-  NV/CLARK
 FS0624  USGS QUAD   -  SEARCHLIGHT SE (1989)
 FS0624
 FS0624                         *CURRENT SURVEY CONTROL
 FS0624  ___________________________________________________________________
 FS0624* NAD 83(1986)-  35 18 57.     (N)    114 50 53.     (W)     SCALED    
 FS0624* NAVD 88     -       804.15   (+/-2cm)    2638.3    (feet)  VERTCON   
 FS0624  ___________________________________________________________________
 FS0624  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 FS0624
 FS0624  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0624
 FS0624.The horizontal coordinates were scaled from a topographic map and have
 FS0624.an estimated accuracy of +/- 6 seconds.
 FS0624
 FS0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0624.The vertical order pertains to the NGVD 29 superseded value.
 FS0624
 FS0624.The geoid height was determined by GEOID03.
 FS0624
 FS0624;                    North         East    Units  Estimated Accuracy
 FS0624;SPC NV E     - 8,063,020.      266,860.      MT  (+/- 180 meters Scaled)
 FS0624
 FS0624                          SUPERSEDED SURVEY CONTROL
 FS0624
 FS0624  NGVD 29 (??/??/92)  803.358  (m)         2635.68   (f) ADJ UNCH    2 0
 FS0624
 FS0624.Superseded values are not recommended for survey control.
 FS0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0624.See file dsdata.txt to determine how the superseded data were derived.
 FS0624
 FS0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV956101(NAD 83)
 FS0624_MARKER: DB = BENCH MARK DISK
 FS0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0624_STAMPING: C 110 1934
 FS0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0624+STABILITY: SURFACE MOTION
 FS0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0624+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2002
 FS0624
 FS0624  HISTORY     - Date     Condition        Report By
 FS0624  HISTORY     - 1934     MONUMENTED       CGS
 FS0624  HISTORY     - 20020112 GOOD             JCLS
 FS0624  HISTORY     - 20020112 GOOD             JCLS
 FS0624
 FS0624                          STATION DESCRIPTION
 FS0624
 FS0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FS0624'11.9 MI SE FROM SEARCHLIGHT.
 FS0624'11.9 MILES SOUTHEAST ALONG A GRADED DIRT ROAD (OLD U.S. HIGHWAY
 FS0624'95) FROM SEARCHLIGHT, CLARK COUNTY, 5.3 MILES SOUTH OF A
 FS0624'PROMINENT GRANITE HILL ON THE WEST SIDE OF THE ROAD, AND 58
 FS0624'FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 FS0624'STAMPED C 110 1934 AND SET IN THE TOP OF A CONCRETE POST
 FS0624'PROJECTING 6 INCHES ABOVE GROUND.
 FS0624
 FS0624                          STATION RECOVERY (2002)
 FS0624
 FS0624'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 FS0624'RECOVERED IN GOOD CONDITION.
 FS0624
 FS0624                          STATION RECOVERY (2002)
 FS0624
 FS0624'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 FS0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0132 ***********************************************************************
 HP0132  DESIGNATION -  C 115
 HP0132  PID         -  HP0132
 HP0132  STATE/COUNTY-  NV/LINCOLN
 HP0132  USGS QUAD   -  HIKO (1973)
 HP0132
 HP0132                         *CURRENT SURVEY CONTROL
 HP0132  ___________________________________________________________________
 HP0132* NAD 83(1986)-  37 36 50.     (N)    115 13 03.     (W)     SCALED    
 HP0132* NAVD 88     -      1192.766  (meters)    3913.27   (feet)  ADJUSTED  
 HP0132  ___________________________________________________________________
 HP0132  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 HP0132  DYNAMIC HT  -        1191.491 (meters)    3909.08  (feet)  COMP
 HP0132  MODELED GRAV-     979,521.0   (mgal)                       NAVD 88
 HP0132
 HP0132  VERT ORDER  -  SECOND    CLASS 0
 HP0132
 HP0132.The horizontal coordinates were scaled from a topographic map and have
 HP0132.an estimated accuracy of +/- 6 seconds.
 HP0132
 HP0132.The orthometric height was determined by differential leveling
 HP0132.and adjusted by the National Geodetic Survey in June 1991..
 HP0132
 HP0132.The geoid height was determined by GEOID03.
 HP0132
 HP0132.The dynamic height is computed by dividing the NAVD 88
 HP0132.geopotential number by the normal gravity value computed on the
 HP0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0132.degrees latitude (g = 980.6199 gals.).
 HP0132
 HP0132.The modeled gravity was interpolated from observed gravity values.
 HP0132
 HP0132;                    North         East    Units  Estimated Accuracy
 HP0132;SPC NV E     - 8,317,820.      232,300.      MT  (+/- 180 meters Scaled)
 HP0132
 HP0132                          SUPERSEDED SURVEY CONTROL
 HP0132
 HP0132  NGVD 29 (??/??/92) 1191.812  (m)         3910.14   (f) ADJ UNCH    2 0
 HP0132
 HP0132.Superseded values are not recommended for survey control.
 HP0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0132.See file dsdata.txt to determine how the superseded data were derived.
 HP0132
 HP0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB573644(NAD 83)
 HP0132_MARKER: DB = BENCH MARK DISK
 HP0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0132_STAMPING: C 115 1934
 HP0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0132+STABILITY: SURFACE MOTION
 HP0132
 HP0132  HISTORY     - Date     Condition        Report By
 HP0132  HISTORY     - 1934     MONUMENTED       CGS
 HP0132  HISTORY     - 1970     MARK NOT FOUND   USGS
 HP0132
 HP0132                          STATION DESCRIPTION
 HP0132
 HP0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0132'2.0 MI N FROM HIKO.
 HP0132'ABOUT 2.0 MILES NORTH ALONG THE ROAD LEADING TO SHARP FROM THE POST
 HP0132'OFFICE AT HIKO, LINCOLN COUNTY, AT THE TOP OF A SMALL RIDGE, AND 45
 HP0132'FEET WEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED C
 HP0132'115 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HP0132
 HP0132                          STATION RECOVERY (1970)
 HP0132
 HP0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HP0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0107 ***********************************************************************
 JP0107  DESIGNATION -  C 116
 JP0107  PID         -  JP0107
 JP0107  STATE/COUNTY-  NV/NYE
 JP0107  USGS QUAD   -  TIMBER MTN PASS NW (1971)
 JP0107
 JP0107                         *CURRENT SURVEY CONTROL
 JP0107  ___________________________________________________________________
 JP0107* NAD 83(1986)-  38 10 58.     (N)    115 14 33.     (W)     SCALED    
 JP0107* NAVD 88     -      1600.754  (meters)    5251.81   (feet)  ADJUSTED  
 JP0107  ___________________________________________________________________
 JP0107  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 JP0107  DYNAMIC HT  -        1599.032 (meters)    5246.16  (feet)  COMP
 JP0107  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 JP0107
 JP0107  VERT ORDER  -  SECOND    CLASS 0
 JP0107
 JP0107.The horizontal coordinates were scaled from a topographic map and have
 JP0107.an estimated accuracy of +/- 6 seconds.
 JP0107
 JP0107.The orthometric height was determined by differential leveling
 JP0107.and adjusted by the National Geodetic Survey in June 1991..
 JP0107
 JP0107.The geoid height was determined by GEOID03.
 JP0107
 JP0107.The dynamic height is computed by dividing the NAVD 88
 JP0107.geopotential number by the normal gravity value computed on the
 JP0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0107.degrees latitude (g = 980.6199 gals.).
 JP0107
 JP0107.The modeled gravity was interpolated from observed gravity values.
 JP0107
 JP0107;                    North         East    Units  Estimated Accuracy
 JP0107;SPC NV C     - 6,381,850.      624,770.      MT  (+/- 180 meters Scaled)
 JP0107
 JP0107                          SUPERSEDED SURVEY CONTROL
 JP0107
 JP0107  NGVD 29 (??/??/92) 1599.684  (m)         5248.30   (f) ADJ UNCH    2 0
 JP0107
 JP0107.Superseded values are not recommended for survey control.
 JP0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0107.See file dsdata.txt to determine how the superseded data were derived.
 JP0107
 JP0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC539275(NAD 83)
 JP0107_MARKER: DB = BENCH MARK DISK
 JP0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0107_STAMPING: C 116 1934
 JP0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0107+STABILITY: SURFACE MOTION
 JP0107
 JP0107  HISTORY     - Date     Condition        Report By
 JP0107  HISTORY     - 1934     MONUMENTED       CGS
 JP0107  HISTORY     - 1972     GOOD             USGS
 JP0107
 JP0107                          STATION DESCRIPTION
 JP0107
 JP0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0107'49.9 MI N FROM HIKO.
 JP0107'IN NYE COUNTY, ABOUT 49.9 MILES NORTH ALONG THE ROAD LEADING TO SHARP
 JP0107'FROM HIKO, LINCOLN COUNTY, ABOUT 1.0 MILE SOUTHWEST OF THE JUNCTION OF
 JP0107'A ROAD LEADING WEST, AND 40 FEET EAST OF THE CENTER LINE OF THE MAIN
 JP0107'ROAD.  A STANDARD DISK, STAMPED C 116 1934 AND SET IN THE TOP OF A
 JP0107'CONCRETE POST.
 JP0107
 JP0107                          STATION RECOVERY (1972)
 JP0107
 JP0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JP0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0221 ***********************************************************************
 HP0221  DESIGNATION -  C 117
 HP0221  PID         -  HP0221
 HP0221  STATE/COUNTY-  NV/LINCOLN
 HP0221  USGS QUAD   -  FALLOUT HILLS NW (1989)
 HP0221
 HP0221                         *CURRENT SURVEY CONTROL
 HP0221  ___________________________________________________________________
 HP0221* NAD 83(1986)-  37 09 35.     (N)    115 42 17.     (W)     SCALED    
 HP0221* NAVD 88     -      1446.719  (meters)    4746.44   (feet)  ADJUSTED  
 HP0221  ___________________________________________________________________
 HP0221  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 HP0221  DYNAMIC HT  -        1445.115 (meters)    4741.18  (feet)  COMP
 HP0221  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 HP0221
 HP0221  VERT ORDER  -  SECOND    CLASS 0
 HP0221
 HP0221.The horizontal coordinates were scaled from a topographic map and have
 HP0221.an estimated accuracy of +/- 6 seconds.
 HP0221
 HP0221.The orthometric height was determined by differential leveling
 HP0221.and adjusted by the National Geodetic Survey in June 1991..
 HP0221
 HP0221.The geoid height was determined by GEOID03.
 HP0221
 HP0221.The dynamic height is computed by dividing the NAVD 88
 HP0221.geopotential number by the normal gravity value computed on the
 HP0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0221.degrees latitude (g = 980.6199 gals.).
 HP0221
 HP0221.The modeled gravity was interpolated from observed gravity values.
 HP0221
 HP0221;                    North         East    Units  Estimated Accuracy
 HP0221;SPC NV E     - 8,267,360.      189,220.      MT  (+/- 180 meters Scaled)
 HP0221
 HP0221                          SUPERSEDED SURVEY CONTROL
 HP0221
 HP0221  NGVD 29 (??/??/92) 1445.772  (m)         4743.34   (f) ADJ UNCH    2 0
 HP0221
 HP0221.Superseded values are not recommended for survey control.
 HP0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0221.See file dsdata.txt to determine how the superseded data were derived.
 HP0221
 HP0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB150133(NAD 83)
 HP0221_MARKER: DB = BENCH MARK DISK
 HP0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0221_STAMPING: C 117 1934
 HP0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0221+STABILITY: SURFACE MOTION
 HP0221
 HP0221  HISTORY     - Date     Condition        Report By
 HP0221  HISTORY     - 1934     MONUMENTED       CGS
 HP0221  HISTORY     - 1970     GOOD             NGS
 HP0221
 HP0221                          STATION DESCRIPTION
 HP0221
 HP0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0221'12 MI S FROM GROOM.
 HP0221'12 MILES SOUTH ALONG THE INDIAN SPRINGS ROAD FROM GROOM, LINCOLN
 HP0221'COUNTY, AND 44 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 HP0221'DISK, STAMPED C 117 1934 AND SET IN THE TOP OF A CONCRETE POST.  THE
 HP0221'MARK WAS RECOVERED IN GOOD CONDITION.  IT LIES WITHIN THE BOUNDARY OF
 HP0221'THE LAS VEGAS BOMBING AND GUNNERY RANGE.  THE ROADS ARE LITTLE USED
 HP0221'AND ENTRANCE MUST BE SECURED FROM NELLIE AIR FORCE BASE IN LAS VEGAS.
 HP0221
 HP0221                          STATION RECOVERY (1970)
 HP0221
 HP0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HP0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0070 ***********************************************************************
 JP0070  DESIGNATION -  C 118
 JP0070  PID         -  JP0070
 JP0070  STATE/COUNTY-  NV/WHITE PINE
 JP0070  USGS QUAD   -  LUND (1978)
 JP0070
 JP0070                         *CURRENT SURVEY CONTROL
 JP0070  ___________________________________________________________________
 JP0070* NAD 83(1986)-  38 47 26.     (N)    115 04 16.     (W)     SCALED    
 JP0070* NAVD 88     -      1660.954  (meters)    5449.31   (feet)  ADJUSTED  
 JP0070  ___________________________________________________________________
 JP0070  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 JP0070  DYNAMIC HT  -        1659.189 (meters)    5443.52  (feet)  COMP
 JP0070  MODELED GRAV-     979,507.7   (mgal)                       NAVD 88
 JP0070
 JP0070  VERT ORDER  -  SECOND    CLASS 0
 JP0070
 JP0070.The horizontal coordinates were scaled from a topographic map and have
 JP0070.an estimated accuracy of +/- 6 seconds.
 JP0070
 JP0070.The orthometric height was determined by differential leveling
 JP0070.and adjusted by the National Geodetic Survey in June 1991..
 JP0070
 JP0070.The geoid height was determined by GEOID03.
 JP0070
 JP0070.The dynamic height is computed by dividing the NAVD 88
 JP0070.geopotential number by the normal gravity value computed on the
 JP0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0070.degrees latitude (g = 980.6199 gals.).
 JP0070
 JP0070.The modeled gravity was interpolated from observed gravity values.
 JP0070
 JP0070;                    North         East    Units  Estimated Accuracy
 JP0070;SPC NV E     - 8,448,470.      244,500.      MT  (+/- 180 meters Scaled)
 JP0070
 JP0070                          SUPERSEDED SURVEY CONTROL
 JP0070
 JP0070  NGVD 29 (??/??/92) 1659.780  (m)         5445.46   (f) ADJ UNCH    2 0
 JP0070
 JP0070.Superseded values are not recommended for survey control.
 JP0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0070.See file dsdata.txt to determine how the superseded data were derived.
 JP0070
 JP0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC675953(NAD 83)
 JP0070_MARKER: DB = BENCH MARK DISK
 JP0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0070_STAMPING: C 118 1934
 JP0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0070+STABILITY: SURFACE MOTION
 JP0070
 JP0070  HISTORY     - Date     Condition        Report By
 JP0070  HISTORY     - 1934     MONUMENTED       CGS
 JP0070
 JP0070                          STATION DESCRIPTION
 JP0070
 JP0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0070'8.6 MI S FROM PRESTON.
 JP0070'ABOUT 8.6 MILES SOUTH ALONG THE ROAD LEADING TO SHARP FROM PRESTON,
 JP0070'WHITE PINE COUNTY, AT THE TOP OF A SLIGHT RISE, AND 40 FEET WEST OF
 JP0070'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED C 118 1934 AND
 JP0070'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1116 ***********************************************************************
 KR1116  DESIGNATION -  C 119
 KR1116  PID         -  KR1116
 KR1116  STATE/COUNTY-  NV/DOUGLAS
 KR1116  USGS QUAD   -  GENOA (1994)
 KR1116
 KR1116                         *CURRENT SURVEY CONTROL
 KR1116  ___________________________________________________________________
 KR1116* NAD 83(1986)-  39 05 21.     (N)    119 46 31.     (W)     SCALED    
 KR1116* NAVD 88     -      1456.63   (+/-2cm)    4779.0    (feet)  VERTCON   
 KR1116  ___________________________________________________________________
 KR1116  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 KR1116
 KR1116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1116
 KR1116.The horizontal coordinates were scaled from a topographic map and have
 KR1116.an estimated accuracy of +/- 6 seconds.
 KR1116
 KR1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1116.The vertical order pertains to the NGVD 29 superseded value.
 KR1116
 KR1116.The geoid height was determined by GEOID03.
 KR1116
 KR1116;                    North         East    Units  Estimated Accuracy
 KR1116;SPC NV W     - 4,482,170.      696,890.      MT  (+/- 180 meters Scaled)
 KR1116
 KR1116                          SUPERSEDED SURVEY CONTROL
 KR1116
 KR1116  NGVD 29 (??/??/92) 1455.492  (m)         4775.23   (f) ADJ UNCH    2 0
 KR1116
 KR1116.Superseded values are not recommended for survey control.
 KR1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1116.See file dsdata.txt to determine how the superseded data were derived.
 KR1116
 KR1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD599303(NAD 83)
 KR1116_MARKER: DB = BENCH MARK DISK
 KR1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1116+STABILITY: SURFACE MOTION
 KR1116
 KR1116  HISTORY     - Date     Condition        Report By
 KR1116  HISTORY     - UNK      MONUMENTED       CGS
 KR1116  HISTORY     - 1934     GOOD             NGS
 KR1116
 KR1116                          STATION DESCRIPTION
 KR1116
 KR1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KR1116'5.2 MI S FROM CARSON.
 KR1116'ON RIGHT OF WAY OF NEVADA
 KR1116'STATE HWY. NO. 19 125 FT. SOUTH OF LARGE CONCRETE CULVERT 66 FT. WEST
 KR1116'OF CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0061 ***********************************************************************
 JR0061  DESIGNATION -  C 12
 JR0061  PID         -  JR0061
 JR0061  STATE/COUNTY-  NV/MINERAL
 JR0061  USGS QUAD   -  WALKER LAKE (1987)
 JR0061
 JR0061                         *CURRENT SURVEY CONTROL
 JR0061  ___________________________________________________________________
 JR0061* NAD 83(1986)-  38 38 42.     (N)    118 38 47.     (W)     SCALED    
 JR0061* NAVD 88     -      1253.97   (+/-2cm)    4114.1    (feet)  VERTCON   
 JR0061  ___________________________________________________________________
 JR0061  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 JR0061
 JR0061  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0061
 JR0061.The horizontal coordinates were scaled from a topographic map and have
 JR0061.an estimated accuracy of +/- 6 seconds.
 JR0061
 JR0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0061.The vertical order pertains to the NGVD 29 superseded value.
 JR0061
 JR0061.The geoid height was determined by GEOID03.
 JR0061
 JR0061;                    North         East    Units  Estimated Accuracy
 JR0061;SPC NV W     - 4,432,200.      794,510.      MT  (+/- 180 meters Scaled)
 JR0061
 JR0061                          SUPERSEDED SURVEY CONTROL
 JR0061
 JR0061  NGVD 29 (??/??/92) 1252.874  (m)         4110.47   (f) ADJ UNCH    1 2
 JR0061
 JR0061.Superseded values are not recommended for survey control.
 JR0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0061.See file dsdata.txt to determine how the superseded data were derived.
 JR0061
 JR0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC567786(NAD 83)
 JR0061_MARKER: P = PIPE CAP
 JR0061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0061_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0061_STAMPING: C 12 4110.569 1908
 JR0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0061
 JR0061  HISTORY     - Date     Condition        Report By
 JR0061  HISTORY     - 1908     MONUMENTED       USGS
 JR0061  HISTORY     - 1953     GOOD             NGS
 JR0061
 JR0061                          STATION DESCRIPTION
 JR0061
 JR0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0061'4.3 MI NW FROM THORNE.
 JR0061'4.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0061'FROM THE STATION AT THORNE, 2 POLES SOUTHEAST OF MILEPOLE 380,
 JR0061'69 FEET EAST OF AND ACROSS THE TRACK FROM A TELEPHONE POLE, 2.3
 JR0061'FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 JR0061'RIVETED ON TOP OF A 3 1/2-IN. IRON PIPE PROJECTING 1.0 FOOT ABOVE
 JR0061'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0405 ***********************************************************************
 JR0405  DESIGNATION -  C 120 RESET
 JR0405  PID         -  JR0405
 JR0405  STATE/COUNTY-  NV/LYON
 JR0405  USGS QUAD   -  OREANA PEAK (1986)
 JR0405
 JR0405                         *CURRENT SURVEY CONTROL
 JR0405  ___________________________________________________________________
 JR0405* NAD 83(1986)-  38 45 57.     (N)    119 23 49.     (W)     SCALED    
 JR0405* NAVD 88     -      1555.46   (+/-2cm)    5103.2    (feet)  VERTCON   
 JR0405  ___________________________________________________________________
 JR0405  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 JR0405
 JR0405  VERT ORDER  -  THIRD (See Below)
 JR0405
 JR0405.The horizontal coordinates were scaled from a topographic map and have
 JR0405.an estimated accuracy of +/- 6 seconds.
 JR0405
 JR0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0405.The vertical order pertains to the NGVD 29 superseded value.
 JR0405
 JR0405.The geoid height was determined by GEOID03.
 JR0405
 JR0405;                    North         East    Units  Estimated Accuracy
 JR0405;SPC NV W     - 4,445,920.      729,300.      MT  (+/- 180 meters Scaled)
 JR0405
 JR0405                          SUPERSEDED SURVEY CONTROL
 JR0405
 JR0405  NGVD 29 (07/31/00) 1554.30   (m)         5099.4    (f) RESET       3  
 JR0405
 JR0405.Superseded values are not recommended for survey control.
 JR0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0405.See file dsdata.txt to determine how the superseded data were derived.
 JR0405
 JR0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC917935(NAD 83)
 JR0405_MARKER: DB = BENCH MARK DISK
 JR0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0405_STAMPING: C 120 RESET 1956
 JR0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0405+STABILITY: SURFACE MOTION
 JR0405
 JR0405  HISTORY     - Date     Condition        Report By
 JR0405  HISTORY     - 1956     MONUMENTED       NVDH
 JR0405  HISTORY     - 1957     GOOD             NGS
 JR0405
 JR0405                          STATION DESCRIPTION
 JR0405
 JR0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0405'1.7 MI W FROM WELLINGTON.
 JR0405'1.7 MILES WEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 JR0405'WELLINGTON, 57 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JR0405'OPPOSITE A HIGH CUT ON THE NORTH SIDE OF THE HIGHWAY, AND ABOUT
 JR0405'4-1/2 FEET HIGHER THAN THE HIGHWAY.  THE CONCRETE POST PROJECTS
 JR0405'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0206 ***********************************************************************
 KP0206  DESIGNATION -  C 121
 KP0206  PID         -  KP0206
 KP0206  STATE/COUNTY-  NV/NYE
 KP0206  USGS QUAD   -  BULL FORK (1990)
 KP0206
 KP0206                         *CURRENT SURVEY CONTROL
 KP0206  ___________________________________________________________________
 KP0206* NAD 83(1986)-  39 03 32.     (N)    115 45 31.     (W)     SCALED    
 KP0206* NAVD 88     -      1814.900  (meters)    5954.38   (feet)  ADJUSTED  
 KP0206  ___________________________________________________________________
 KP0206  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 KP0206  DYNAMIC HT  -        1813.010 (meters)    5948.18  (feet)  COMP
 KP0206  MODELED GRAV-     979,521.6   (mgal)                       NAVD 88
 KP0206
 KP0206  VERT ORDER  -  SECOND    CLASS 0
 KP0206
 KP0206.The horizontal coordinates were scaled from a topographic map and have
 KP0206.an estimated accuracy of +/- 6 seconds.
 KP0206
 KP0206.The orthometric height was determined by differential leveling
 KP0206.and adjusted by the National Geodetic Survey in June 1991..
 KP0206
 KP0206.The geoid height was determined by GEOID03.
 KP0206
 KP0206.The dynamic height is computed by dividing the NAVD 88
 KP0206.geopotential number by the normal gravity value computed on the
 KP0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0206.degrees latitude (g = 980.6199 gals.).
 KP0206
 KP0206.The modeled gravity was interpolated from observed gravity values.
 KP0206
 KP0206;                    North         East    Units  Estimated Accuracy
 KP0206;SPC NV C     - 6,478,530.      578,590.      MT  (+/- 180 meters Scaled)
 KP0206
 KP0206                          SUPERSEDED SURVEY CONTROL
 KP0206
 KP0206  NGVD 29 (??/??/92) 1813.682  (m)         5950.39   (f) ADJ UNCH    2 0
 KP0206
 KP0206.Superseded values are not recommended for survey control.
 KP0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0206.See file dsdata.txt to determine how the superseded data were derived.
 KP0206
 KP0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD074240(NAD 83)
 KP0206_MARKER: DB = BENCH MARK DISK
 KP0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0206_STAMPING: C 121 1934
 KP0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0206+STABILITY: SURFACE MOTION
 KP0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0206+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 KP0206
 KP0206  HISTORY     - Date     Condition        Report By
 KP0206  HISTORY     - 1934     MONUMENTED       CGS
 KP0206  HISTORY     - 20010604 GOOD             NVGS
 KP0206
 KP0206                          STATION DESCRIPTION
 KP0206
 KP0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0206'13.3 MI N FROM DUCKWATER.
 KP0206'13.3 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 KP0206'DUCKWATER, NYE COUNTY, AND 41 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KP0206'HIGHWAY.  A STANDARD DISK, STAMPED C 121 1934 AND SET IN THE TOP OF A
 KP0206'CONCRETE POST.
 KP0206
 KP0206                          STATION RECOVERY (2001)
 KP0206
 KP0206'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (PEY)
 KP0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0102 ***********************************************************************
 KQ0102  DESIGNATION -  C 126
 KQ0102  PID         -  KQ0102
 KQ0102  STATE/COUNTY-  NV/LANDER
 KQ0102  USGS QUAD   -  BIRCH CREEK RANCH (1989)
 KQ0102
 KQ0102                         *CURRENT SURVEY CONTROL
 KQ0102  ___________________________________________________________________
 KQ0102* NAD 83(1986)-  39 21 26.     (N)    116 58 29.     (W)     SCALED    
 KQ0102* NAVD 88     -      1805.067  (meters)    5922.12   (feet)  ADJUSTED  
 KQ0102  ___________________________________________________________________
 KQ0102  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 KQ0102  DYNAMIC HT  -        1803.214 (meters)    5916.04  (feet)  COMP
 KQ0102  MODELED GRAV-     979,536.3   (mgal)                       NAVD 88
 KQ0102
 KQ0102  VERT ORDER  -  SECOND    CLASS 0
 KQ0102
 KQ0102.The horizontal coordinates were scaled from a topographic map and have
 KQ0102.an estimated accuracy of +/- 6 seconds.
 KQ0102
 KQ0102.The orthometric height was determined by differential leveling
 KQ0102.and adjusted by the National Geodetic Survey in June 1991..
 KQ0102
 KQ0102.The geoid height was determined by GEOID03.
 KQ0102
 KQ0102.The dynamic height is computed by dividing the NAVD 88
 KQ0102.geopotential number by the normal gravity value computed on the
 KQ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0102.degrees latitude (g = 980.6199 gals.).
 KQ0102
 KQ0102.The modeled gravity was interpolated from observed gravity values.
 KQ0102
 KQ0102;                    North         East    Units  Estimated Accuracy
 KQ0102;SPC NV C     - 6,511,300.      473,450.      MT  (+/- 180 meters Scaled)
 KQ0102
 KQ0102                          SUPERSEDED SURVEY CONTROL
 KQ0102
 KQ0102  NGVD 29 (??/??/92) 1803.808  (m)         5917.99   (f) ADJ UNCH    2 0
 KQ0102
 KQ0102.Superseded values are not recommended for survey control.
 KQ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0102.See file dsdata.txt to determine how the superseded data were derived.
 KQ0102
 KQ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND021564(NAD 83)
 KQ0102_MARKER: DB = BENCH MARK DISK
 KQ0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0102_STAMPING: C 126 1934
 KQ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0102+STABILITY: SURFACE MOTION
 KQ0102
 KQ0102  HISTORY     - Date     Condition        Report By
 KQ0102  HISTORY     - 1934     MONUMENTED       CGS
 KQ0102  HISTORY     - 1955     GOOD             NGS
 KQ0102
 KQ0102                          STATION DESCRIPTION
 KQ0102
 KQ0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0102'15.0 MI SE FROM AUSTIN.
 KQ0102'11.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0102'AT AUSTIN, THENCE 3.9 MILES SOUTHWEST ALONG A GRAVELED ROAD (FORMER
 KQ0102'STATE HIGHWAY 8 A), AT BIRCH CREEK RANCH, 32.0 FEET EAST OF THE EAST
 KQ0102'CORNER OF THE RANCHHOUSE, 22 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 KQ0102'THE ROAD, 1.9 FEET SOUTHEAST OF THE EAST CORNER POST OF A PICKET
 KQ0102'FENCE, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 KQ0102'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0213 ***********************************************************************
 JQ0213  DESIGNATION -  C 127
 JQ0213  PID         -  JQ0213
 JQ0213  STATE/COUNTY-  NV/NYE
 JQ0213  USGS QUAD   -  SEYLER PEAK (1971)
 JQ0213
 JQ0213                         *CURRENT SURVEY CONTROL
 JQ0213  ___________________________________________________________________
 JQ0213* NAD 83(1986)-  38 32 33.     (N)    117 14 07.     (W)     SCALED    
 JQ0213* NAVD 88     -      1738.639  (meters)    5704.18   (feet)  ADJUSTED  
 JQ0213  ___________________________________________________________________
 JQ0213  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 JQ0213  DYNAMIC HT  -        1736.749 (meters)    5697.98  (feet)  COMP
 JQ0213  MODELED GRAV-     979,480.4   (mgal)                       NAVD 88
 JQ0213
 JQ0213  VERT ORDER  -  SECOND    CLASS 0
 JQ0213
 JQ0213.The horizontal coordinates were scaled from a topographic map and have
 JQ0213.an estimated accuracy of +/- 6 seconds.
 JQ0213
 JQ0213.The orthometric height was determined by differential leveling
 JQ0213.and adjusted by the National Geodetic Survey in June 1991..
 JQ0213
 JQ0213.The geoid height was determined by GEOID03.
 JQ0213
 JQ0213.The dynamic height is computed by dividing the NAVD 88
 JQ0213.geopotential number by the normal gravity value computed on the
 JQ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0213.degrees latitude (g = 980.6199 gals.).
 JQ0213
 JQ0213.The modeled gravity was interpolated from observed gravity values.
 JQ0213
 JQ0213;                    North         East    Units  Estimated Accuracy
 JQ0213;SPC NV C     - 6,420,970.      450,430.      MT  (+/- 180 meters Scaled)
 JQ0213
 JQ0213                          SUPERSEDED SURVEY CONTROL
 JQ0213
 JQ0213  NGVD 29 (??/??/92) 1737.391  (m)         5700.09   (f) ADJ UNCH    2 0
 JQ0213
 JQ0213.Superseded values are not recommended for survey control.
 JQ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0213.See file dsdata.txt to determine how the superseded data were derived.
 JQ0213
 JQ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC794660(NAD 83)
 JQ0213_MARKER: DB = BENCH MARK DISK
 JQ0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0213_STAMPING: C 127 1934
 JQ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0213+STABILITY: SURFACE MOTION
 JQ0213
 JQ0213  HISTORY     - Date     Condition        Report By
 JQ0213  HISTORY     - 1934     MONUMENTED       CGS
 JQ0213  HISTORY     - 1971     GOOD             USGS
 JQ0213
 JQ0213                          STATION DESCRIPTION
 JQ0213
 JQ0213'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JQ0213'11.8 MI SW FROM MANHATTAN.
 JQ0213'MANHATTAN, 6.7 MILES WEST OF.  THENCE 2.9 MILES SOUTH.  THENCE WEST
 JQ0213'2.2 MILES TO OLD STATE ROUTE 8A.  500 FEET SOUTH ON OLD 8A.  45 FEET
 JQ0213'EAST OF THE ROAD AND ABOUT 50 FEET SOUTH OF AN ABANDONED DITCH.  A
 JQ0213'STANDARD DISK STAMPED C 127 1934 SET IN THE TOP OF A CONCRETE POST AND
 JQ0213'PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0229 ***********************************************************************
 JQ0229  DESIGNATION -  C 128
 JQ0229  PID         -  JQ0229
 JQ0229  STATE/COUNTY-  NV/NYE
 JQ0229  USGS QUAD   -  CRESCENT DUNES (1987)
 JQ0229
 JQ0229                         *CURRENT SURVEY CONTROL
 JQ0229  ___________________________________________________________________
 JQ0229* NAD 83(1986)-  38 08 56.     (N)    117 19 44.     (W)     SCALED    
 JQ0229* NAVD 88     -      1569.500  (meters)    5149.27   (feet)  ADJUSTED  
 JQ0229  ___________________________________________________________________
 JQ0229  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 JQ0229  DYNAMIC HT  -        1567.800 (meters)    5143.69  (feet)  COMP
 JQ0229  MODELED GRAV-     979,491.2   (mgal)                       NAVD 88
 JQ0229
 JQ0229  VERT ORDER  -  SECOND    CLASS 0
 JQ0229
 JQ0229.The horizontal coordinates were scaled from a topographic map and have
 JQ0229.an estimated accuracy of +/- 6 seconds.
 JQ0229
 JQ0229.The orthometric height was determined by differential leveling
 JQ0229.and adjusted by the National Geodetic Survey in June 1991..
 JQ0229
 JQ0229.The geoid height was determined by GEOID03.
 JQ0229
 JQ0229.The dynamic height is computed by dividing the NAVD 88
 JQ0229.geopotential number by the normal gravity value computed on the
 JQ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0229.degrees latitude (g = 980.6199 gals.).
 JQ0229
 JQ0229.The modeled gravity was interpolated from observed gravity values.
 JQ0229
 JQ0229;                    North         East    Units  Estimated Accuracy
 JQ0229;SPC NV C     - 6,377,340.      441,960.      MT  (+/- 180 meters Scaled)
 JQ0229
 JQ0229                          SUPERSEDED SURVEY CONTROL
 JQ0229
 JQ0229  NGVD 29 (??/??/92) 1568.331  (m)         5145.43   (f) ADJ UNCH    2 0
 JQ0229
 JQ0229.Superseded values are not recommended for survey control.
 JQ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0229.See file dsdata.txt to determine how the superseded data were derived.
 JQ0229
 JQ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC711223(NAD 83)
 JQ0229_MARKER: DB = BENCH MARK DISK
 JQ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0229_STAMPING: C-128 1934
 JQ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0229+STABILITY: SURFACE MOTION
 JQ0229
 JQ0229  HISTORY     - Date     Condition        Report By
 JQ0229  HISTORY     - 1934     MONUMENTED       CGS
 JQ0229  HISTORY     - 1938     GOOD             NGS
 JQ0229  HISTORY     - 1985     MARK NOT FOUND   USGS
 JQ0229
 JQ0229                          STATION DESCRIPTION
 JQ0229
 JQ0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JQ0229'6.3 MI NW FROM TONOPAH.
 JQ0229'ALONG A COUNTY ROAD, 2.1 MILES WEST AND 6.2 MILES NORTH OF TONOPAH, 21
 JQ0229'FEET SOUTHWEST OF THE CENTER OF THE ROAD.  A STANDARD DISK SET
 JQ0229'HORIZONTAL IN A CONCRETE POST.
 JQ0229
 JQ0229                          STATION RECOVERY (1985)
 JQ0229
 JQ0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JQ0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0104 ***********************************************************************
 JQ0104  DESIGNATION -  C 129
 JQ0104  PID         -  JQ0104
 JQ0104  STATE/COUNTY-  NV/NYE
 JQ0104  USGS QUAD   -  MC INTYRE SUMMIT (1971)
 JQ0104
 JQ0104                         *CURRENT SURVEY CONTROL
 JQ0104  ___________________________________________________________________
 JQ0104* NAD 83(1986)-  38 29 56.     (N)    116 30 22.     (W)     SCALED    
 JQ0104* NAVD 88     -      1956.437  (meters)    6418.74   (feet)  ADJUSTED  
 JQ0104  ___________________________________________________________________
 JQ0104  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 JQ0104  DYNAMIC HT  -        1954.215 (meters)    6411.45  (feet)  COMP
 JQ0104  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 JQ0104
 JQ0104  VERT ORDER  -  SECOND    CLASS 0
 JQ0104
 JQ0104.The horizontal coordinates were scaled from a topographic map and have
 JQ0104.an estimated accuracy of +/- 6 seconds.
 JQ0104
 JQ0104.The orthometric height was determined by differential leveling
 JQ0104.and adjusted by the National Geodetic Survey in June 1991..
 JQ0104
 JQ0104.The geoid height was determined by GEOID03.
 JQ0104
 JQ0104.The dynamic height is computed by dividing the NAVD 88
 JQ0104.geopotential number by the normal gravity value computed on the
 JQ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0104.degrees latitude (g = 980.6199 gals.).
 JQ0104
 JQ0104.The modeled gravity was interpolated from observed gravity values.
 JQ0104
 JQ0104;                    North         East    Units  Estimated Accuracy
 JQ0104;SPC NV C     - 6,415,990.      514,010.      MT  (+/- 180 meters Scaled)
 JQ0104
 JQ0104                          SUPERSEDED SURVEY CONTROL
 JQ0104
 JQ0104  NGVD 29 (??/??/92) 1955.170  (m)         6414.59   (f) ADJ UNCH    2 0
 JQ0104
 JQ0104.Superseded values are not recommended for survey control.
 JQ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0104.See file dsdata.txt to determine how the superseded data were derived.
 JQ0104
 JQ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC430612(NAD 83)
 JQ0104_MARKER: DB = BENCH MARK DISK
 JQ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0104_STAMPING: C 129 1934
 JQ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0104+STABILITY: SURFACE MOTION
 JQ0104
 JQ0104  HISTORY     - Date     Condition        Report By
 JQ0104  HISTORY     - 1934     MONUMENTED       CGS
 JQ0104  HISTORY     - 1973     GOOD             USGS
 JQ0104
 JQ0104                          STATION DESCRIPTION
 JQ0104
 JQ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0104'11.4 MI NW FROM HOT CREEK RANCH.
 JQ0104'ABOUT 11.4 MILES NORTHWEST ALONG THE ROAD LEADING TO THE JUNCTION OF
 JQ0104'THE TYBO-MCCANN SUMMIT ROAD FROM THE WILLIAMS RANCH HOUSE AT HOT CREEK
 JQ0104'RANCH, NYE COUNTY, ABOUT 0.1 MILE NORTH OF THE TOP OF THE RISE SOUTH
 JQ0104'OF BARLEY CREEK, ABOUT 0.1 MILE WEST OF A WASH, AND 17 FEET WEST OF
 JQ0104'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED C 129 1934 AND
 JQ0104'SET IN THE TOP OF A CONCRETE POST.
 JQ0104
 JQ0104                          STATION RECOVERY (1973)
 JQ0104
 JQ0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JQ0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0253 ***********************************************************************
 JR0253  DESIGNATION -  C 13
 JR0253  PID         -  JR0253
 JR0253  STATE/COUNTY-  NV/MINERAL
 JR0253  USGS QUAD   -  BELLEVILLE (1982)
 JR0253
 JR0253                         *CURRENT SURVEY CONTROL
 JR0253  ___________________________________________________________________
 JR0253* NAD 83(1986)-  38 14 23.     (N)    118 08 30.     (W)     SCALED    
 JR0253* NAVD 88     -      1463.92   (+/-2cm)    4802.9    (feet)  VERTCON   
 JR0253  ___________________________________________________________________
 JR0253  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 JR0253
 JR0253  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0253
 JR0253.The horizontal coordinates were scaled from a topographic map and have
 JR0253.an estimated accuracy of +/- 6 seconds.
 JR0253
 JR0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0253.The vertical order pertains to the NGVD 29 superseded value.
 JR0253
 JR0253.The geoid height was determined by GEOID03.
 JR0253
 JR0253;                    North         East    Units  Estimated Accuracy
 JR0253;SPC NV W     - 4,387,300.      838,660.      MT  (+/- 180 meters Scaled)
 JR0253
 JR0253                          SUPERSEDED SURVEY CONTROL
 JR0253
 JR0253  NGVD 29 (??/??/92) 1462.771  (m)         4799.11   (f) ADJ UNCH    1 2
 JR0253
 JR0253.Superseded values are not recommended for survey control.
 JR0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0253.See file dsdata.txt to determine how the superseded data were derived.
 JR0253
 JR0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC000330(NAD 83)
 JR0253_MARKER: DB = BENCH MARK DISK
 JR0253_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0253_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0253_STAMPING: 4799.108
 JR0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0253
 JR0253  HISTORY     - Date     Condition        Report By
 JR0253  HISTORY     - UNK      MONUMENTED       CGS
 JR0253  HISTORY     - 1953     MARK NOT FOUND   NGS
 JR0253
 JR0253                          STATION DESCRIPTION
 JR0253
 JR0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0253'3.5 MI W FROM TONOPAH JCT.
 JR0253'3.5 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 JR0253'TONOPAH JUNCTION, MINERAL COUNTY, NEV., ABOUT MIDWAY BETWEEN
 JR0253'THE ELEVENTH AND TWELFTH POLES WEST OF MILEPOST 429, AND 26
 JR0253'FEET SOUTH OF THE TRACK PARALLELING THE ROAD TO BELLEVILLE.
 JR0253'A STANDARD CAP, STAMPED 4799.108 AND FASTENED ON THE TOP OF A
 JR0253'3-1/2-INCH IRON PIPE PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0347 ***********************************************************************
 KQ0347  DESIGNATION -  C 131
 KQ0347  PID         -  KQ0347
 KQ0347  STATE/COUNTY-  NV/NYE
 KQ0347  USGS QUAD   -  QUARTZ MTN (1980)
 KQ0347
 KQ0347                         *CURRENT SURVEY CONTROL
 KQ0347  ___________________________________________________________________
 KQ0347* NAD 83(1986)-  39 01 46.     (N)    117 59 18.     (W)     SCALED    
 KQ0347* NAVD 88     -      1576.414  (meters)    5171.95   (feet)  ADJUSTED  
 KQ0347  ___________________________________________________________________
 KQ0347  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 KQ0347  DYNAMIC HT  -        1574.863 (meters)    5166.86  (feet)  COMP
 KQ0347  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 KQ0347
 KQ0347  VERT ORDER  -  FIRST     CLASS II
 KQ0347
 KQ0347.The horizontal coordinates were scaled from a topographic map and have
 KQ0347.an estimated accuracy of +/- 6 seconds.
 KQ0347
 KQ0347.The orthometric height was determined by differential leveling
 KQ0347.and adjusted by the National Geodetic Survey in June 1991..
 KQ0347
 KQ0347.The geoid height was determined by GEOID03.
 KQ0347
 KQ0347.The dynamic height is computed by dividing the NAVD 88
 KQ0347.geopotential number by the normal gravity value computed on the
 KQ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0347.degrees latitude (g = 980.6199 gals.).
 KQ0347
 KQ0347.The modeled gravity was interpolated from observed gravity values.
 KQ0347
 KQ0347;                    North         East    Units  Estimated Accuracy
 KQ0347;SPC NV C     - 6,475,700.      385,570.      MT  (+/- 180 meters Scaled)
 KQ0347
 KQ0347                          SUPERSEDED SURVEY CONTROL
 KQ0347
 KQ0347  NGVD 29 (??/??/92) 1575.332  (m)         5168.40   (f) ADJ UNCH    1 2
 KQ0347
 KQ0347.Superseded values are not recommended for survey control.
 KQ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0347.See file dsdata.txt to determine how the superseded data were derived.
 KQ0347
 KQ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD144205(NAD 83)
 KQ0347_MARKER: DB = BENCH MARK DISK
 KQ0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0347_STAMPING: C 131 1934
 KQ0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0347+STABILITY: SURFACE MOTION
 KQ0347
 KQ0347  HISTORY     - Date     Condition        Report By
 KQ0347  HISTORY     - 1934     MONUMENTED       CGS
 KQ0347  HISTORY     - 1955     GOOD             NGS
 KQ0347  HISTORY     - 1984     GOOD             NGS
 KQ0347
 KQ0347                          STATION DESCRIPTION
 KQ0347
 KQ0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0347'12.8 MI N FROM GABBS.
 KQ0347'0.3 MILE NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 KQ0347'THENCE 6.3 MILES NORTH ALONG STATE HIGHWAY 23, THENCE 0.3 MILE
 KQ0347'NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTHWEST ALONG A
 KQ0347'GRADED ROAD, THENCE 5.2 MILES NORTH ALONG A TRACK ROAD, ON THE TOP OF
 KQ0347'A LOW RIDGE, IN A SMALL BARREN PATCH, 132 FEET EAST OF THE APPROXIMATE
 KQ0347'CENTER OF A DRY WASH, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KQ0347'ROAD, 1.1 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 KQ0347'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 KQ0347'GROUND.
 KQ0347
 KQ0347                          STATION RECOVERY (1984)
 KQ0347
 KQ0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0869 ***********************************************************************
 JR0869  DESIGNATION -  C 133
 JR0869  PID         -  JR0869
 JR0869  STATE/COUNTY-  NV/MINERAL
 JR0869  USGS QUAD   -  BASALT (1982)
 JR0869
 JR0869                         *CURRENT SURVEY CONTROL
 JR0869  ___________________________________________________________________
 JR0869* NAD 83(1986)-  38 00 07.     (N)    118 18 11.     (W)     SCALED    
 JR0869* NAVD 88     -      2006.92   (+/-2cm)    6584.4    (feet)  VERTCON   
 JR0869  ___________________________________________________________________
 JR0869  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 JR0869
 JR0869  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0869
 JR0869.The horizontal coordinates were scaled from a topographic map and have
 JR0869.an estimated accuracy of +/- 6 seconds.
 JR0869
 JR0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0869.The vertical order pertains to the NGVD 29 superseded value.
 JR0869
 JR0869.The geoid height was determined by GEOID03.
 JR0869
 JR0869;                    North         East    Units  Estimated Accuracy
 JR0869;SPC NV W     - 4,360,860.      824,610.      MT  (+/- 180 meters Scaled)
 JR0869
 JR0869                          SUPERSEDED SURVEY CONTROL
 JR0869
 JR0869  NGVD 29 (??/??/92) 2005.569  (m)         6579.94   (f) ADJ UNCH    1 2
 JR0869
 JR0869.Superseded values are not recommended for survey control.
 JR0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0869.See file dsdata.txt to determine how the superseded data were derived.
 JR0869
 JR0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC855068(NAD 83)
 JR0869_MARKER: DB = BENCH MARK DISK
 JR0869_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JR0869_SP_SET: CULVERT HEADWALL
 JR0869_STAMPING: C 133 1955
 JR0869_MARK LOGO: CGS   
 JR0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0869+STABILITY: SURFACE MOTION
 JR0869
 JR0869  HISTORY     - Date     Condition        Report By
 JR0869  HISTORY     - 1955     MONUMENTED       CGS
 JR0869  HISTORY     - 1986     GOOD             NGS
 JR0869
 JR0869                          STATION DESCRIPTION
 JR0869
 JR0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JR0869'2 MI SW FROM BASALT.
 JR0869'2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE T JUNCTION OF
 JR0869'STATE HIGHWAY 10 AT BASALT, AT AN 8X8 FOOT CONCRETE BOX CULVERT, IN
 JR0869'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL, 16.5 FEET
 JR0869'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN
 JR0869'THE HIGHWAY.
 JR0869
 JR0869                          STATION RECOVERY (1986)
 JR0869
 JR0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0869'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 JR0869'NEW DESCRIPTION FOLLOWS.  2.5 KM (1.6 MI) NORTHEAST ALONG US HIGHWAY
 JR0869'6 FROM THE BAR AND CAFE IN MOUNT MONTGOMERY, THENCE 1.18 KM (0.73 MI)
 JR0869'NORTH ALONG A PAVED ROAD (AN ABANDONED SECTION OF US HIGHWAY 6), IN
 JR0869'TOP AND 0.3 METER (1.0 FT) WEST OF THE EAST END OF A HEADWALL FOR A
 JR0869'2.4- BY 2.4-METER BOX CULVERT, 5.0 METERS (16.5 FT) SOUTH OF THE
 JR0869'CENTERLINE OF THE ROAD.
 JR0869'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0624 ***********************************************************************
 HQ0624  DESIGNATION -  C 134
 HQ0624  PID         -  HQ0624
 HQ0624  STATE/COUNTY-  NV/ESMERALDA
 HQ0624  USGS QUAD   -  KLONDIKE (1982)
 HQ0624
 HQ0624                         *CURRENT SURVEY CONTROL
 HQ0624  ___________________________________________________________________
 HQ0624* NAD 83(1986)-  37 59 15.     (N)    117 19 55.     (W)     SCALED    
 HQ0624* NAVD 88     -      1596.402  (meters)    5237.53   (feet)  ADJUSTED  
 HQ0624  ___________________________________________________________________
 HQ0624  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 HQ0624  DYNAMIC HT  -        1594.640 (meters)    5231.75  (feet)  COMP
 HQ0624  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 HQ0624
 HQ0624  VERT ORDER  -  FIRST     CLASS II
 HQ0624
 HQ0624.The horizontal coordinates were scaled from a topographic map and have
 HQ0624.an estimated accuracy of +/- 6 seconds.
 HQ0624
 HQ0624.The orthometric height was determined by differential leveling
 HQ0624.and adjusted by the National Geodetic Survey in June 1991..
 HQ0624
 HQ0624.The geoid height was determined by GEOID03.
 HQ0624
 HQ0624.The dynamic height is computed by dividing the NAVD 88
 HQ0624.geopotential number by the normal gravity value computed on the
 HQ0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0624.degrees latitude (g = 980.6199 gals.).
 HQ0624
 HQ0624.The modeled gravity was interpolated from observed gravity values.
 HQ0624
 HQ0624;                    North         East    Units  Estimated Accuracy
 HQ0624;SPC NV W     - 4,359,960.      909,920.      MT  (+/- 180 meters Scaled)
 HQ0624
 HQ0624                          SUPERSEDED SURVEY CONTROL
 HQ0624
 HQ0624  NGVD 29 (??/??/92) 1595.245  (m)         5233.73   (f) ADJ UNCH    1 2
 HQ0624
 HQ0624.Superseded values are not recommended for survey control.
 HQ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0624.See file dsdata.txt to determine how the superseded data were derived.
 HQ0624
 HQ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC708044(NAD 83)
 HQ0624_MARKER: DB = BENCH MARK DISK
 HQ0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0624_STAMPING: C 134 1955
 HQ0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0624+STABILITY: SURFACE MOTION
 HQ0624
 HQ0624  HISTORY     - Date     Condition        Report By
 HQ0624  HISTORY     - 1955     MONUMENTED       CGS
 HQ0624
 HQ0624                          STATION DESCRIPTION
 HQ0624
 HQ0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0624'11.6 MI SW FROM TONOPAH.
 HQ0624'2.2 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 HQ0624'TONOPAH, THENCE 9.4 MILES SOUTHWEST ALONG AN ABANDONED TONOPAH
 HQ0624'AND GOLDFIELD RAILROAD BED, 423 1/2 FEET SOUTH OF THE APPROXIMATE
 HQ0624'CENTER OF AN OPEN PIT 8 FEET WIDE BY 30 FEET LONG BY 2 FEET
 HQ0624'DEEP, 113 1/2 FEET NORTH OF THE APPROXIMATE CENTER OF A DRY
 HQ0624'WASH, 83 1/2 FEET EAST OF AND ACROSS THE TRACK ROAD FROM THE
 HQ0624'CENTER LINE OF THE RAILROAD BED, 36 FEET EAST OF THE CENTER
 HQ0624'LINE OF THE TRACK ROAD, 2.3 FEET NORTHEAST OF A WITNESS POST,
 HQ0624'ABOUT LEVEL WITH THE TRACK ROAD, AND SET IN THE TOP OF A CONCRETE
 HQ0624'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0354 ***********************************************************************
 HQ0354  DESIGNATION -  C 135
 HQ0354  PID         -  HQ0354
 HQ0354  STATE/COUNTY-  NV/NYE
 HQ0354  USGS QUAD   -  RALSTON (1988)
 HQ0354
 HQ0354                         *CURRENT SURVEY CONTROL
 HQ0354  ___________________________________________________________________
 HQ0354* NAD 83(1986)-  37 36 53.     (N)    117 08 23.     (W)     SCALED    
 HQ0354* NAVD 88     -      1522.385  (meters)    4994.69   (feet)  ADJUSTED  
 HQ0354  ___________________________________________________________________
 HQ0354  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 HQ0354  DYNAMIC HT  -        1520.696 (meters)    4989.15  (feet)  COMP
 HQ0354  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 HQ0354
 HQ0354  VERT ORDER  -  FIRST     CLASS II
 HQ0354
 HQ0354.The horizontal coordinates were scaled from a topographic map and have
 HQ0354.an estimated accuracy of +/- 6 seconds.
 HQ0354
 HQ0354.The orthometric height was determined by differential leveling
 HQ0354.and adjusted by the National Geodetic Survey in June 1991..
 HQ0354
 HQ0354.The geoid height was determined by GEOID03.
 HQ0354
 HQ0354.The dynamic height is computed by dividing the NAVD 88
 HQ0354.geopotential number by the normal gravity value computed on the
 HQ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0354.degrees latitude (g = 980.6199 gals.).
 HQ0354
 HQ0354.The modeled gravity was interpolated from observed gravity values.
 HQ0354
 HQ0354;                    North         East    Units  Estimated Accuracy
 HQ0354;SPC NV C     - 6,317,950.      458,240.      MT  (+/- 180 meters Scaled)
 HQ0354
 HQ0354                          SUPERSEDED SURVEY CONTROL
 HQ0354
 HQ0354  NGVD 29 (??/??/92) 1521.280  (m)         4991.07   (f) ADJ UNCH    1 2
 HQ0354
 HQ0354.Superseded values are not recommended for survey control.
 HQ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0354.See file dsdata.txt to determine how the superseded data were derived.
 HQ0354
 HQ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB876630(NAD 83)
 HQ0354_MARKER: DB = BENCH MARK DISK
 HQ0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0354_STAMPING: C 135 1955
 HQ0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0354+STABILITY: SURFACE MOTION
 HQ0354
 HQ0354  HISTORY     - Date     Condition        Report By
 HQ0354  HISTORY     - 1955     MONUMENTED       CGS
 HQ0354
 HQ0354                          STATION DESCRIPTION
 HQ0354
 HQ0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0354'10.9 MI SE FROM GOLDFIELD.
 HQ0354'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE AT
 HQ0354'GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD, THENCE
 HQ0354'5.3 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS AND
 HQ0354'TONOPAH RAILROAD, 74 FEET SOUTH OF THE SOUTH END OF A LOW CUT,
 HQ0354'36 1/2 FEET EAST OF THE CENTER LINE OF THE RAILROAD BED, 2.2
 HQ0354'FEET SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE
 HQ0354'RAILROAD BED, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HQ0354'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0113 ***********************************************************************
 GR0113  DESIGNATION -  C 136
 GR0113  PID         -  GR0113
 GR0113  STATE/COUNTY-  NV/CLARK
 GR0113  USGS QUAD   -  MESQUITE (1985)
 GR0113
 GR0113                         *CURRENT SURVEY CONTROL
 GR0113  ___________________________________________________________________
 GR0113* NAD 83(1986)-  36 47 24.     (N)    114 07 31.     (W)     SCALED    
 GR0113* NAVD 88     -       480.663  (meters)    1576.98   (feet)  POSTED    
 GR0113  ___________________________________________________________________
 GR0113  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 GR0113  DYNAMIC HT  -         480.190 (meters)    1575.42  (feet)  COMP
 GR0113  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 GR0113
 GR0113  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0113
 GR0113.The horizontal coordinates were scaled from a topographic map and have
 GR0113.an estimated accuracy of +/- 6 seconds.
 GR0113
 GR0113.The orthometric height was determined by differential leveling
 GR0113.and adjusted by the National Geodetic Survey in 1992..
 GR0113.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0113.rate of 0.0 thru 1.0 mm/km.
 GR0113
 GR0113.The geoid height was determined by GEOID03.
 GR0113
 GR0113.The dynamic height is computed by dividing the NAVD 88
 GR0113.geopotential number by the normal gravity value computed on the
 GR0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0113.degrees latitude (g = 980.6199 gals.).
 GR0113
 GR0113.The modeled gravity was interpolated from observed gravity values.
 GR0113
 GR0113;                    North         East    Units  Estimated Accuracy
 GR0113;SPC NV E     - 8,227,320.      330,130.      MT  (+/- 180 meters Scaled)
 GR0113
 GR0113                          SUPERSEDED SURVEY CONTROL
 GR0113
 GR0113  NGVD 29 (??/??/92)  479.970  (m)         1574.70   (f) ADJ UNCH    2 0
 GR0113
 GR0113.Superseded values are not recommended for survey control.
 GR0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0113.See file dsdata.txt to determine how the superseded data were derived.
 GR0113
 GR0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA565754(NAD 83)
 GR0113_MARKER: DD = SURVEY DISK
 GR0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0113_SP_SET: CONCRETE BLOCK
 GR0113_STAMPING: SEE TEXT
 GR0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0113
 GR0113  HISTORY     - Date     Condition        Report By
 GR0113  HISTORY     - 1957     MONUMENTED       NVDH
 GR0113  HISTORY     - 1957     GOOD             NGS
 GR0113  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0113
 GR0113                          STATION DESCRIPTION
 GR0113
 GR0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0113'3.05 MI W FROM MESQUITE.
 GR0113'3.05 MILE WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0113'50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND 2.4 FOOT NORTH OF
 GR0113'A ROUND BLACK AND WHITE IRON POST PROJECTING 18 INCHES. A STANDARD
 GR0113'DISK SET IN A ROUND CONCRETE BLOCK AND FLUSH WITH THE GROUND SURFACE.
 GR0113'STAMPED DIST 50 FT STA H 58 + 91.90 POT ANGLE 90 O C 136 1957.
 GR0113
 GR0113                          STATION RECOVERY (1982)
 GR0113
 GR0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0147 ***********************************************************************
 GR0147  DESIGNATION -  C 137
 GR0147  PID         -  GR0147
 GR0147  STATE/COUNTY-  NV/CLARK
 GR0147  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0147
 GR0147                         *CURRENT SURVEY CONTROL
 GR0147  ___________________________________________________________________
 GR0147* NAD 83(1986)-  36 46 00.     (N)    114 12 18.     (W)     SCALED    
 GR0147* NAVD 88     -       518.831  (meters)    1702.20   (feet)  POSTED    
 GR0147  ___________________________________________________________________
 GR0147  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GR0147  DYNAMIC HT  -         518.320 (meters)    1700.52  (feet)  COMP
 GR0147  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 GR0147
 GR0147  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0147
 GR0147.The horizontal coordinates were scaled from a topographic map and have
 GR0147.an estimated accuracy of +/- 6 seconds.
 GR0147
 GR0147.The orthometric height was determined by differential leveling
 GR0147.and adjusted by the National Geodetic Survey in 1992..
 GR0147.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0147.rate of 0.0 thru 1.0 mm/km.
 GR0147
 GR0147.The geoid height was determined by GEOID03.
 GR0147
 GR0147.The dynamic height is computed by dividing the NAVD 88
 GR0147.geopotential number by the normal gravity value computed on the
 GR0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0147.degrees latitude (g = 980.6199 gals.).
 GR0147
 GR0147.The modeled gravity was interpolated from observed gravity values.
 GR0147
 GR0147;                    North         East    Units  Estimated Accuracy
 GR0147;SPC NV E     - 8,224,620.      323,050.      MT  (+/- 180 meters Scaled)
 GR0147
 GR0147                          SUPERSEDED SURVEY CONTROL
 GR0147
 GR0147  NGVD 29 (??/??/92)  518.137  (m)         1699.92   (f) ADJ UNCH    2 0
 GR0147
 GR0147.Superseded values are not recommended for survey control.
 GR0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0147.See file dsdata.txt to determine how the superseded data were derived.
 GR0147
 GR0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA494726(NAD 83)
 GR0147_MARKER: DD = SURVEY DISK
 GR0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0147_STAMPING: SEE TEXT
 GR0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0147+STABILITY: SURFACE MOTION
 GR0147
 GR0147  HISTORY     - Date     Condition        Report By
 GR0147  HISTORY     - 1957     MONUMENTED       NVDH
 GR0147  HISTORY     - 1957     GOOD             NGS
 GR0147  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0147
 GR0147                          STATION DESCRIPTION
 GR0147
 GR0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0147'8.6 MI W FROM MESQUITE.
 GR0147'8.6 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0147'60 FEET NORTHEAST OF EDGE OF HILL, 50 FEET NORTH OF THE CENTER LINE OF
 GR0147'THE HIGHWAY, 2.6 FEET SOUTH OF A ROUND BLACK AND WHITE IRON REFERENCE
 GR0147'POST, SET IN A CONCRETE POST FLUSH WITH THE GROUND. STAMPED DIST 50 FT
 GR0147'STA F 180 + 50 POT ANGLE 90 O C 137 1957 ELEV 1700.08.
 GR0147
 GR0147                          STATION RECOVERY (1982)
 GR0147
 GR0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0171 ***********************************************************************
 GR0171  DESIGNATION -  C 138
 GR0171  PID         -  GR0171
 GR0171  STATE/COUNTY-  NV/CLARK
 GR0171  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0171
 GR0171                         *CURRENT SURVEY CONTROL
 GR0171  ___________________________________________________________________
 GR0171* NAD 83(1986)-  36 46 40.     (N)    114 16 06.     (W)     SCALED    
 GR0171* NAVD 88     -       661.058  (meters)    2168.82   (feet)  POSTED    
 GR0171  ___________________________________________________________________
 GR0171  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 GR0171  DYNAMIC HT  -         660.410 (meters)    2166.70  (feet)  COMP
 GR0171  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 GR0171
 GR0171  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0171
 GR0171.The horizontal coordinates were scaled from a topographic map and have
 GR0171.an estimated accuracy of +/- 6 seconds.
 GR0171
 GR0171.The orthometric height was determined by differential leveling
 GR0171.and adjusted by the National Geodetic Survey in 1992..
 GR0171.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0171.rate of 0.0 thru 1.0 mm/km.
 GR0171
 GR0171.The geoid height was determined by GEOID03.
 GR0171
 GR0171.The dynamic height is computed by dividing the NAVD 88
 GR0171.geopotential number by the normal gravity value computed on the
 GR0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0171.degrees latitude (g = 980.6199 gals.).
 GR0171
 GR0171.The modeled gravity was interpolated from observed gravity values.
 GR0171
 GR0171;                    North         East    Units  Estimated Accuracy
 GR0171;SPC NV E     - 8,225,780.      317,380.      MT  (+/- 180 meters Scaled)
 GR0171
 GR0171                          SUPERSEDED SURVEY CONTROL
 GR0171
 GR0171  NGVD 29 (??/??/92)  660.361  (m)         2166.53   (f) ADJ UNCH    2 0
 GR0171
 GR0171.Superseded values are not recommended for survey control.
 GR0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0171.See file dsdata.txt to determine how the superseded data were derived.
 GR0171
 GR0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA437737(NAD 83)
 GR0171_MARKER: DD = SURVEY DISK
 GR0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0171_STAMPING: SEE TEXT
 GR0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0171+STABILITY: SURFACE MOTION
 GR0171
 GR0171  HISTORY     - Date     Condition        Report By
 GR0171  HISTORY     - 1957     MONUMENTED       NVDH
 GR0171  HISTORY     - 1957     GOOD             NGS
 GR0171  HISTORY     - 1969     MARK NOT FOUND   USGS
 GR0171  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0171
 GR0171                          STATION DESCRIPTION
 GR0171
 GR0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0171'12.05 MI SW FROM MESQUITE.
 GR0171'12.05 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0171'MESQUITE, 16.1 MILES EAST AND NORTHEAST FROM THE JUNCTION WITH STATE
 GR0171'RT. 12, 27 FEET NORTH OF A SIGN ON THE HIGHWAY SHOULDER MORMON MESA,
 GR0171'ABOUT 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN TOP OF A
 GR0171'CONCRETE POST FLUSH WITH THE GROUND.  STAMPED DIST STA X 750 + 00.00 F
 GR0171'0 + 00.00 POT ANGLE 90 O C 138 1957.
 GR0171
 GR0171                          STATION RECOVERY (1969)
 GR0171
 GR0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GR0171'MARK NOT FOUND.
 GR0171
 GR0171                          STATION RECOVERY (1982)
 GR0171
 GR0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0171'NOT RECOVERED, CONSTRUCTION IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0195 ***********************************************************************
 GR0195  DESIGNATION -  C 139
 GR0195  PID         -  GR0195
 GR0195  STATE/COUNTY-  NV/CLARK
 GR0195  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0195
 GR0195                         *CURRENT SURVEY CONTROL
 GR0195  ___________________________________________________________________
 GR0195* NAD 83(1986)-  36 45 28.     (N)    114 22 19.     (W)     SCALED    
 GR0195* NAVD 88     -       628.618  (meters)    2062.39   (feet)  POSTED    
 GR0195  ___________________________________________________________________
 GR0195  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 GR0195  DYNAMIC HT  -         628.000 (meters)    2060.36  (feet)  COMP
 GR0195  MODELED GRAV-     979,627.8   (mgal)                       NAVD 88
 GR0195
 GR0195  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0195
 GR0195.The horizontal coordinates were scaled from a topographic map and have
 GR0195.an estimated accuracy of +/- 6 seconds.
 GR0195
 GR0195.The orthometric height was determined by differential leveling
 GR0195.and adjusted by the National Geodetic Survey in 1992..
 GR0195.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0195.rate of 0.0 thru 1.0 mm/km.
 GR0195
 GR0195.The geoid height was determined by GEOID03.
 GR0195
 GR0195.The dynamic height is computed by dividing the NAVD 88
 GR0195.geopotential number by the normal gravity value computed on the
 GR0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0195.degrees latitude (g = 980.6199 gals.).
 GR0195
 GR0195.The modeled gravity was interpolated from observed gravity values.
 GR0195
 GR0195;                    North         East    Units  Estimated Accuracy
 GR0195;SPC NV E     - 8,223,430.      308,160.      MT  (+/- 180 meters Scaled)
 GR0195
 GR0195                          SUPERSEDED SURVEY CONTROL
 GR0195
 GR0195  NGVD 29 (??/??/92)  627.925  (m)         2060.12   (f) ADJ UNCH    2 0
 GR0195
 GR0195.Superseded values are not recommended for survey control.
 GR0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0195.See file dsdata.txt to determine how the superseded data were derived.
 GR0195
 GR0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA345712(NAD 83)
 GR0195_MARKER: DD = SURVEY DISK
 GR0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0195_SP_SET: CONCRETE BLOCK
 GR0195_STAMPING: SEE TEXT
 GR0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0195
 GR0195  HISTORY     - Date     Condition        Report By
 GR0195  HISTORY     - 1957     MONUMENTED       NVDH
 GR0195  HISTORY     - 1957     GOOD             NGS
 GR0195
 GR0195                          STATION DESCRIPTION
 GR0195
 GR0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0195'17.9 MI SW FROM MESQUITE.
 GR0195'17.9 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0195'OFFICE IN MESQUITE, 10.25 MILES EASTERLY FROM THE JUNCTION WITH STATE
 GR0195'ROUTE 12, 149.90 FEET SOUTH OF THE NORTH ROAD RIGHT-OF-WAY MARKER
 GR0195'POST, 93 FEET WEST SOUTHWEST OF A CONCRETE CULVERT AND 50.1 FEET SOUTH
 GR0195'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK STAMPED AS ABOVE
 GR0195'AND SET IN A ROUND CONCRETE BLOCK SLIGHTLY BELOW THE SURFACE OF THE
 GR0195'GROUND.  STAMPED DIST 50.10 STA D 439 + 87.19 POT ANGLE 90 O ELEVATION
 GR0195'2060.105 C 139 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0229 ***********************************************************************
 GR0229  DESIGNATION -  C 140
 GR0229  PID         -  GR0229
 GR0229  STATE/COUNTY-  NV/CLARK
 GR0229  USGS QUAD   -  OVERTON NW (1983)
 GR0229
 GR0229                         *CURRENT SURVEY CONTROL
 GR0229  ___________________________________________________________________
 GR0229* NAD 83(1986)-  36 42 56.     (N)    114 27 59.     (W)     SCALED    
 GR0229* NAVD 88     -       633.501  (meters)    2078.41   (feet)  POSTED    
 GR0229  ___________________________________________________________________
 GR0229  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 GR0229  DYNAMIC HT  -         632.880 (meters)    2076.37  (feet)  COMP
 GR0229  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 GR0229
 GR0229  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0229
 GR0229.The horizontal coordinates were scaled from a topographic map and have
 GR0229.an estimated accuracy of +/- 6 seconds.
 GR0229
 GR0229.The orthometric height was determined by differential leveling
 GR0229.and adjusted by the National Geodetic Survey in 1992..
 GR0229.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0229.rate of 4.1 thru 8.0 mm/km.
 GR0229
 GR0229.The geoid height was determined by GEOID03.
 GR0229
 GR0229.The dynamic height is computed by dividing the NAVD 88
 GR0229.geopotential number by the normal gravity value computed on the
 GR0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0229.degrees latitude (g = 980.6199 gals.).
 GR0229
 GR0229.The modeled gravity was interpolated from observed gravity values.
 GR0229
 GR0229;                    North         East    Units  Estimated Accuracy
 GR0229;SPC NV E     - 8,218,650.      299,780.      MT  (+/- 180 meters Scaled)
 GR0229
 GR0229                          SUPERSEDED SURVEY CONTROL
 GR0229
 GR0229  NGVD 29 (??/??/92)  632.830  (m)         2076.21   (f) ADJ UNCH    2 0
 GR0229
 GR0229.Superseded values are not recommended for survey control.
 GR0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0229.See file dsdata.txt to determine how the superseded data were derived.
 GR0229
 GR0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA262663(NAD 83)
 GR0229_MARKER: DD = SURVEY DISK
 GR0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0229_STAMPING: SEE TEXT
 GR0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0229+STABILITY: SURFACE MOTION
 GR0229
 GR0229  HISTORY     - Date     Condition        Report By
 GR0229  HISTORY     - 1957     MONUMENTED       NVDH
 GR0229  HISTORY     - 1957     GOOD             NGS
 GR0229  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0229
 GR0229                          STATION DESCRIPTION
 GR0229
 GR0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0229'23.8 MI SW FROM MESQUITE.
 GR0229'23.8 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0229'OFFICE IN MESQUITE, 4.35 MILES EAST FROM THE JUNCTION WITH STATE ROUTE
 GR0229'12, 150 FEET NORTH OF THE SOUTH RIGHT-OF-WAY MARKER POST, 120 FEET
 GR0229'SOUTHEAST OF CONCRETE CULVERT NO. D 118 + 80, 49.97 FEET SOUTH OF THE
 GR0229'CENTER LINE OF THE HIGHWAY, SET IN A CONCRETE POST FLUSH WITH THE
 GR0229'GROUND.  STAMPED DIST 49.97 STA D 119 + 91.75 POT ANGLE 90 O C 140
 GR0229'1957.
 GR0229
 GR0229                          STATION RECOVERY (1979)
 GR0229
 GR0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0987 ***********************************************************************
 GR0987  DESIGNATION -  C 141 RESET
 GR0987  PID         -  GR0987
 GR0987  STATE/COUNTY-  NV/CLARK
 GR0987  USGS QUAD   -  VALLEY (1982)
 GR0987
 GR0987                         *CURRENT SURVEY CONTROL
 GR0987  ___________________________________________________________________
 GR0987* NAD 83(1986)-  36 16 39.     (N)    115 02 14.     (W)     SCALED    
 GR0987* NAVD 88     -       613.35   (+/-2cm)    2012.3    (feet)  VERTCON   
 GR0987  ___________________________________________________________________
 GR0987  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 GR0987
 GR0987  VERT ORDER  -  THIRD (See Below)
 GR0987
 GR0987.The horizontal coordinates were scaled from a topographic map and have
 GR0987.an estimated accuracy of +/- 6 seconds.
 GR0987
 GR0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0987.The vertical order pertains to the NGVD 29 superseded value.
 GR0987
 GR0987.The geoid height was determined by GEOID03.
 GR0987
 GR0987;                    North         East    Units  Estimated Accuracy
 GR0987;SPC NV E     - 8,169,600.      249,060.      MT  (+/- 180 meters Scaled)
 GR0987
 GR0987                          SUPERSEDED SURVEY CONTROL
 GR0987
 GR0987  NGVD 29 (07/31/00)  612.63   (m)         2009.9    (f) RESET       3  
 GR0987
 GR0987.Superseded values are not recommended for survey control.
 GR0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0987.See file dsdata.txt to determine how the superseded data were derived.
 GR0987
 GR0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA762165(NAD 83)
 GR0987_MARKER: DB = BENCH MARK DISK
 GR0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0987_STAMPING: C 141 RESET 1962
 GR0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0987+STABILITY: SURFACE MOTION
 GR0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0987+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2000
 GR0987
 GR0987  HISTORY     - Date     Condition        Report By
 GR0987  HISTORY     - 1962     MONUMENTED       NVDH
 GR0987  HISTORY     - 1963     GOOD             NGS
 GR0987  HISTORY     - 20001103 GOOD             NVGS
 GR0987
 GR0987                          STATION DESCRIPTION
 GR0987
 GR0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0987'6.7 MI NE FROM NORTH LAS VEGAS.
 GR0987'6.7 MILES NORTHEAST ALONG INTERSTATE ROUTE 15 FROM THE POST OFFICE IN
 GR0987'NORTH LAS VEGAS, 185 FEET RIGHT OF THE NORTHBOUND LANE AT STATION
 GR0987'405+65, AND SET IN A 12-INCH DIAMETER CONCRETE POST.
 GR0987
 GR0987                          STATION RECOVERY (2000)
 GR0987
 GR0987'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2000 (DRH)
 GR0987'RECOVERED AS DESCRIBED AND IS LOCATED 5 METERS NORTH OF THE SOUTH
 GR0987'RIGHT-OF-WAY FENCE OF I-15 AT HIGHWAY MILE POST NUMBER 53.00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0530 ***********************************************************************
 LQ0530  DESIGNATION -  C 142
 LQ0530  PID         -  LQ0530
 LQ0530  STATE/COUNTY-  NV/ELKO
 LQ0530  USGS QUAD   -  RYNDON (1982)
 LQ0530
 LQ0530                         *CURRENT SURVEY CONTROL
 LQ0530  ___________________________________________________________________
 LQ0530* NAD 83(1986)-  40 57 07.     (N)    115 32 08.     (W)     SCALED    
 LQ0530* NAVD 88     -      1583.413  (meters)    5194.91   (feet)  ADJUSTED  
 LQ0530  ___________________________________________________________________
 LQ0530  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 LQ0530  DYNAMIC HT  -        1582.103 (meters)    5190.62  (feet)  COMP
 LQ0530  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 LQ0530
 LQ0530  VERT ORDER  -  SECOND    CLASS 0
 LQ0530
 LQ0530.The horizontal coordinates were scaled from a topographic map and have
 LQ0530.an estimated accuracy of +/- 6 seconds.
 LQ0530
 LQ0530.The orthometric height was determined by differential leveling
 LQ0530.and adjusted by the National Geodetic Survey in June 1991..
 LQ0530
 LQ0530.The geoid height was determined by GEOID03.
 LQ0530
 LQ0530.The dynamic height is computed by dividing the NAVD 88
 LQ0530.geopotential number by the normal gravity value computed on the
 LQ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0530.degrees latitude (g = 980.6199 gals.).
 LQ0530
 LQ0530.The modeled gravity was interpolated from observed gravity values.
 LQ0530
 LQ0530;                    North         East    Units  Estimated Accuracy
 LQ0530;SPC NV E     - 8,688,310.      204,020.      MT  (+/- 180 meters Scaled)
 LQ0530
 LQ0530                          SUPERSEDED SURVEY CONTROL
 LQ0530
 LQ0530  NGVD 29 (??/??/92) 1582.252  (m)         5191.11   (f) ADJ UNCH    2 0
 LQ0530
 LQ0530.Superseded values are not recommended for survey control.
 LQ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0530.See file dsdata.txt to determine how the superseded data were derived.
 LQ0530
 LQ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF232344(NAD 83)
 LQ0530_MARKER: DB = BENCH MARK DISK
 LQ0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0530_STAMPING: C 142 1957
 LQ0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0530+STABILITY: SURFACE MOTION
 LQ0530
 LQ0530  HISTORY     - Date     Condition        Report By
 LQ0530  HISTORY     - 1957     MONUMENTED       CGS
 LQ0530  HISTORY     - 1984     MARK NOT FOUND   NGS
 LQ0530
 LQ0530                          STATION DESCRIPTION
 LQ0530
 LQ0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0530'15.5 MI NE FROM ELKO.
 LQ0530'15.5 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0530'IDAHO STREETS AT ELKO, THENCE 0.15 MILES NORTHWEST ACROSS COUNTRY, 2.0
 LQ0530'FEET SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE LINE, 3.9 FEET SOUTHEAST
 LQ0530'OF WITNESS POST, UNDER A NORTHEAST-SOUTHWEST TELEPHONE LINE, SET IN A
 LQ0530'ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND SURFACE.
 LQ0530
 LQ0530                          STATION RECOVERY (1984)
 LQ0530
 LQ0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0530'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0272 ***********************************************************************
 MT0272  DESIGNATION -  C 143
 MT0272  PID         -  MT0272
 MT0272  STATE/COUNTY-  NV/ELKO
 MT0272  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0272
 MT0272                         *CURRENT SURVEY CONTROL
 MT0272  ___________________________________________________________________
 MT0272* NAD 83(1986)-  41 06 43.     (N)    114 49 57.     (W)     SCALED    
 MT0272* NAVD 88     -      1882.173  (meters)    6175.10   (feet)  ADJUSTED  
 MT0272  ___________________________________________________________________
 MT0272  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 MT0272  DYNAMIC HT  -        1880.574 (meters)    6169.85  (feet)  COMP
 MT0272  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 MT0272
 MT0272  VERT ORDER  -  SECOND    CLASS 0
 MT0272
 MT0272.The horizontal coordinates were scaled from a topographic map and have
 MT0272.an estimated accuracy of +/- 6 seconds.
 MT0272
 MT0272.The orthometric height was determined by differential leveling
 MT0272.and adjusted by the National Geodetic Survey in June 1991..
 MT0272
 MT0272.The geoid height was determined by GEOID03.
 MT0272
 MT0272.The dynamic height is computed by dividing the NAVD 88
 MT0272.geopotential number by the normal gravity value computed on the
 MT0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0272.degrees latitude (g = 980.6199 gals.).
 MT0272
 MT0272.The modeled gravity was interpolated from observed gravity values.
 MT0272
 MT0272;                    North         East    Units  Estimated Accuracy
 MT0272;SPC NV E     - 8,706,350.      263,060.      MT  (+/- 180 meters Scaled)
 MT0272
 MT0272                          SUPERSEDED SURVEY CONTROL
 MT0272
 MT0272  NGVD 29 (??/??/92) 1880.975  (m)         6171.17   (f) ADJ UNCH    2 0
 MT0272
 MT0272.Superseded values are not recommended for survey control.
 MT0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0272.See file dsdata.txt to determine how the superseded data were derived.
 MT0272
 MT0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF819534(NAD 83)
 MT0272_MARKER: DB = BENCH MARK DISK
 MT0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0272+STABILITY: SURFACE MOTION
 MT0272
 MT0272  HISTORY     - Date     Condition        Report By
 MT0272  HISTORY     - UNK      MONUMENTED       CGS
 MT0272  HISTORY     - 1957     GOOD             NGS
 MT0272  HISTORY     - 1984     MARK NOT FOUND   NGS
 MT0272
 MT0272                          STATION DESCRIPTION
 MT0272
 MT0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MT0272'7.6 MI E FROM WELLS.
 MT0272'7.6 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0272'AVE. AND U.S. HIGHWAY 40 AT WELLS, 84.0 FEET SOUTHEAST OF THE CENTER
 MT0272'LINE OF THE HIGHWAY 15.0 FEET SOUTHEAST OF WITNESS POST, SET IN A
 MT0272'ROUND CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND SURFACE.
 MT0272
 MT0272                          STATION RECOVERY (1984)
 MT0272
 MT0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0272'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS MARK WAS
 MT0272'DESTROYED BY THE NEVADA HIGHWAY DEPARTMENT WHEN C 143 RESET 1965 WAS
 MT0272'ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0273 ***********************************************************************
 MT0273  DESIGNATION -  C 143 RESET
 MT0273  PID         -  MT0273
 MT0273  STATE/COUNTY-  NV/ELKO
 MT0273  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0273
 MT0273                         *CURRENT SURVEY CONTROL
 MT0273  ___________________________________________________________________
 MT0273* NAD 83(1986)-  41 06 42.     (N)    114 49 57.     (W)     SCALED    
 MT0273* NAVD 88     -      1882.617  (meters)    6176.55   (feet)  ADJUSTED  
 MT0273  ___________________________________________________________________
 MT0273  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 MT0273  DYNAMIC HT  -        1881.018 (meters)    6171.31  (feet)  COMP
 MT0273  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 MT0273
 MT0273  VERT ORDER  -  FIRST     CLASS II
 MT0273
 MT0273.The horizontal coordinates were scaled from a topographic map and have
 MT0273.an estimated accuracy of +/- 6 seconds.
 MT0273
 MT0273.The orthometric height was determined by differential leveling
 MT0273.and adjusted by the National Geodetic Survey in June 1991..
 MT0273
 MT0273.The geoid height was determined by GEOID03.
 MT0273
 MT0273.The dynamic height is computed by dividing the NAVD 88
 MT0273.geopotential number by the normal gravity value computed on the
 MT0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0273.degrees latitude (g = 980.6199 gals.).
 MT0273
 MT0273.The modeled gravity was interpolated from observed gravity values.
 MT0273
 MT0273;                    North         East    Units  Estimated Accuracy
 MT0273;SPC NV E     - 8,706,320.      263,060.      MT  (+/- 180 meters Scaled)
 MT0273
 MT0273                          SUPERSEDED SURVEY CONTROL
 MT0273
 MT0273.No superseded survey control is available for this station.
 MT0273
 MT0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF819534(NAD 83)
 MT0273_MARKER: DD = SURVEY DISK
 MT0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0273_STAMPING: C 143 RESET 1965
 MT0273_MARK LOGO: CGS   
 MT0273_PROJECTION: FLUSH
 MT0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0273+STABILITY: SURFACE MOTION
 MT0273
 MT0273  HISTORY     - Date     Condition        Report By
 MT0273  HISTORY     - 1965     MONUMENTED       NVDH
 MT0273  HISTORY     - 1966     GOOD             NVDH
 MT0273  HISTORY     - 1984     GOOD             NGS
 MT0273
 MT0273                          STATION DESCRIPTION
 MT0273
 MT0273'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1966
 MT0273'7.6 MI E FROM WELLS.
 MT0273'ABOUT 7.6 MILES EAST ALONG U. S. HIGHWAY 40 FROM THE INTERSECTION OF
 MT0273'LAKE AVENUE AND U. S. HIGHWAY 40 IN WELLS, 149.5 FEET SOUTH OF THE OE
 MT0273'CENTER LINE AT STATION OE - 396 + 00, 2.5 FEET NORTH OF A WITNESS POST
 MT0273'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MT0273
 MT0273                          STATION RECOVERY (1984)
 MT0273
 MT0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0273'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.95 KM
 MT0273'(6.85 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE OVER US
 MT0273'HIGHWAY 93 AT WELLS, 0.7 KM (0.45 MI) WEST OF MILEPOST 359,
 MT0273'45.5 METERS (149.5 FT) SOUTH OF THE EAST BOUND HIGHWAY CENTERLINE,
 MT0273'17.4 METERS (57 FT) NORTHWEST OF THE WEST END OF A STEEL PIPE BRACE IN
 MT0273'THE RIGHT OF WAY FENCE, 14.9 METERS (49 FT) NORTH OF THE RIGHT OF WAY
 MT0273'FENCE AND 0.8 METER (2.5 FT) NORTH OF A 4- BY 4-INCH CONCRETE POST.
 MT0273'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 MT0273'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0094 ***********************************************************************
 LQ0094  DESIGNATION -  C 144
 LQ0094  PID         -  LQ0094
 LQ0094  STATE/COUNTY-  NV/ELKO
 LQ0094  USGS QUAD   -  SILVER ZONE PASS (1982)
 LQ0094
 LQ0094                         *CURRENT SURVEY CONTROL
 LQ0094  ___________________________________________________________________
 LQ0094* NAD 83(1986)-  40 53 22.     (N)    114 15 14.     (W)     SCALED    
 LQ0094* NAVD 88     -      1534.804  (meters)    5035.44   (feet)  ADJUSTED  
 LQ0094  ___________________________________________________________________
 LQ0094  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 LQ0094  DYNAMIC HT  -        1533.596 (meters)    5031.47  (feet)  COMP
 LQ0094  MODELED GRAV-     979,783.0   (mgal)                       NAVD 88
 LQ0094
 LQ0094  VERT ORDER  -  SECOND    CLASS 0
 LQ0094
 LQ0094.The horizontal coordinates were scaled from a topographic map and have
 LQ0094.an estimated accuracy of +/- 6 seconds.
 LQ0094
 LQ0094.The orthometric height was determined by differential leveling
 LQ0094.and adjusted by the National Geodetic Survey in June 1991..
 LQ0094
 LQ0094.The geoid height was determined by GEOID03.
 LQ0094
 LQ0094.The dynamic height is computed by dividing the NAVD 88
 LQ0094.geopotential number by the normal gravity value computed on the
 LQ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0094.degrees latitude (g = 980.6199 gals.).
 LQ0094
 LQ0094.The modeled gravity was interpolated from observed gravity values.
 LQ0094
 LQ0094;                    North         East    Units  Estimated Accuracy
 LQ0094;SPC NV E     - 8,682,220.      312,030.      MT  (+/- 180 meters Scaled)
 LQ0094
 LQ0094                          SUPERSEDED SURVEY CONTROL
 LQ0094
 LQ0094  NGVD 29 (??/??/92) 1533.800  (m)         5032.14   (f) ADJ UNCH    2 0
 LQ0094
 LQ0094.Superseded values are not recommended for survey control.
 LQ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0094.See file dsdata.txt to determine how the superseded data were derived.
 LQ0094
 LQ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF313301(NAD 83)
 LQ0094_MARKER: DB = BENCH MARK DISK
 LQ0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0094_STAMPING: C 144 1957
 LQ0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0094+STABILITY: SURFACE MOTION
 LQ0094
 LQ0094  HISTORY     - Date     Condition        Report By
 LQ0094  HISTORY     - 1957     MONUMENTED       CGS
 LQ0094  HISTORY     - 1958     GOOD             NGS
 LQ0094
 LQ0094                          STATION DESCRIPTION
 LQ0094
 LQ0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LQ0094'16.0 MI SE FROM OASIS.
 LQ0094'16.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 140.0 FEET
 LQ0094'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15.0 FEET SOUTHEAST OF
 LQ0094'AND IN LINE WITH A ROW OF TELEPHONE POLES, 7.0 FEET EAST OF A WITNESS
 LQ0094'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LQ0094'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0045 ***********************************************************************
 LS0045  DESIGNATION -  C 145 RESET
 LS0045  PID         -  LS0045
 LS0045  STATE/COUNTY-  NV/PERSHING
 LS0045  USGS QUAD   -  RYE PATCH RES SOUTH (1971)
 LS0045
 LS0045                         *CURRENT SURVEY CONTROL
 LS0045  ___________________________________________________________________
 LS0045* NAD 83(1986)-  40 33 44.     (N)    118 16 26.     (W)     SCALED    
 LS0045* NAVD 88     -      1314.519  (meters)    4312.72   (feet)  ADJUSTED  
 LS0045  ___________________________________________________________________
 LS0045  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 LS0045  DYNAMIC HT  -        1313.483 (meters)    4309.32  (feet)  COMP
 LS0045  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 LS0045
 LS0045  VERT ORDER  -  FIRST     CLASS II
 LS0045
 LS0045.The horizontal coordinates were scaled from a topographic map and have
 LS0045.an estimated accuracy of +/- 6 seconds.
 LS0045
 LS0045.The orthometric height was determined by differential leveling
 LS0045.and adjusted by the National Geodetic Survey in June 1991..
 LS0045
 LS0045.The geoid height was determined by GEOID03.
 LS0045
 LS0045.The dynamic height is computed by dividing the NAVD 88
 LS0045.geopotential number by the normal gravity value computed on the
 LS0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0045.degrees latitude (g = 980.6199 gals.).
 LS0045
 LS0045.The modeled gravity was interpolated from observed gravity values.
 LS0045
 LS0045;                    North         East    Units  Estimated Accuracy
 LS0045;SPC NV W     - 4,645,080.      826,200.      MT  (+/- 180 meters Scaled)
 LS0045
 LS0045                          SUPERSEDED SURVEY CONTROL
 LS0045
 LS0045.No superseded survey control is available for this station.
 LS0045
 LS0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE921909(NAD 83)
 LS0045_MARKER: DB = BENCH MARK DISK
 LS0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0045_SP_SET: CONCRETE POST
 LS0045_STAMPING: C 145 RESET 1961
 LS0045_MARK LOGO: CGS   
 LS0045_PROJECTION: PROJECTING 5 CENTIMETERS
 LS0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0045+STABILITY: SURFACE MOTION
 LS0045
 LS0045  HISTORY     - Date     Condition        Report By
 LS0045  HISTORY     - 1961     MONUMENTED       NVDH
 LS0045  HISTORY     - 1971     GOOD             USGS
 LS0045  HISTORY     - 1986     GOOD             NGS
 LS0045
 LS0045                          STATION DESCRIPTION
 LS0045
 LS0045'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 LS0045'2.4 MI SW FROM HUMBOLDT HOUSE.
 LS0045'THIS MARK IS LOCATED 2.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM
 LS0045'THE HUMBOLDT HOUSE INTERCHANGE 129.0 FEET WEST OF THE EASTBOUND LANE,
 LS0045'2.0 FEET EAST OF WITNESS POST, 16.0 FEET NORTH OF R/W FENCE, AND SET
 LS0045'IN A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND SURFACE.
 LS0045
 LS0045                          STATION RECOVERY (1971)
 LS0045
 LS0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 LS0045'RECOVERED IN GOOD CONDITION.
 LS0045
 LS0045                          STATION RECOVERY (1986)
 LS0045
 LS0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0045'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  24.0 KM (14.9
 LS0045'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 119) IN
 LS0045'OREANA, 0.26 KM (0.16 MI) SOUTHWEST OF MILEPOST 136, 39.2 METERS
 LS0045'(128.5 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES, 44.8
 LS0045'METERS (147 FT) EAST OF THE SOUTHEAST END OF A 24-INCH CULVERT,
 LS0045'11.9 METERS (39.0 FT) NORTHWEST OF THE CENTERLINE OF A PAVED FRONTAGE
 LS0045'ROAD, 5.0 METERS (16.5 FT) NORTHWEST OF A FENCE.
 LS0045'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LS0045'THE MARK IS 0.3 M ABOVE THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0171 ***********************************************************************
 FS0171  DESIGNATION -  C 146
 FS0171  PID         -  FS0171
 FS0171  STATE/COUNTY-  NV/CLARK
 FS0171  USGS QUAD   -  SLOAN (1989)
 FS0171
 FS0171                         *CURRENT SURVEY CONTROL
 FS0171  ___________________________________________________________________
 FS0171* NAD 83(1986)-  35 59 50.     (N)    115 10 53.     (W)     SCALED    
 FS0171* NAVD 88     -       697.639  (meters)    2288.84   (feet)  POSTED    
 FS0171  ___________________________________________________________________
 FS0171  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FS0171  DYNAMIC HT  -         696.920 (meters)    2286.48  (feet)  COMP
 FS0171  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 FS0171
 FS0171  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0171
 FS0171.The horizontal coordinates were scaled from a topographic map and have
 FS0171.an estimated accuracy of +/- 6 seconds.
 FS0171
 FS0171.The orthometric height was determined by differential leveling
 FS0171.and adjusted by the National Geodetic Survey in 1992..
 FS0171.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0171.rate of 0.0 thru 1.0 mm/km.
 FS0171
 FS0171.The geoid height was determined by GEOID03.
 FS0171
 FS0171.The dynamic height is computed by dividing the NAVD 88
 FS0171.geopotential number by the normal gravity value computed on the
 FS0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0171.degrees latitude (g = 980.6199 gals.).
 FS0171
 FS0171.The modeled gravity was interpolated from observed gravity values.
 FS0171
 FS0171;                    North         East    Units  Estimated Accuracy
 FS0171;SPC NV E     - 8,138,440.      236,240.      MT  (+/- 180 meters Scaled)
 FS0171
 FS0171                          SUPERSEDED SURVEY CONTROL
 FS0171
 FS0171  NGVD 29 (??/??/92)  696.925  (m)         2286.49   (f) ADJ UNCH    2 0
 FS0171
 FS0171.Superseded values are not recommended for survey control.
 FS0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0171.See file dsdata.txt to determine how the superseded data were derived.
 FS0171
 FS0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV639851(NAD 83)
 FS0171_MARKER: DB = BENCH MARK DISK
 FS0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0171_STAMPING: C 146 1958
 FS0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0171+STABILITY: SURFACE MOTION
 FS0171
 FS0171  HISTORY     - Date     Condition        Report By
 FS0171  HISTORY     - 1958     MONUMENTED       CGS
 FS0171
 FS0171                          STATION DESCRIPTION
 FS0171
 FS0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0171'4.4 MI N FROM SLOAN.
 FS0171'0.05 MILE WEST FROM THE SLOAN SERVICE STATION AND CAFE, TO A DIRT
 FS0171'ROAD (PROPOSED HIGHWAY ROUTE), THENCE 4.4 MILES NORTH ALONG DIRT
 FS0171'ROAD, 219.0 FEET WEST OF CENTER OF ROAD, 55.0 FEET SOUTHEAST OF
 FS0171'THE SOUTHEAST BANK OF A DRY WASH, 3.5 FEET NORTHEAST OF A
 FS0171'CONCRETE WITNESS POST, SET IN A SQUARE CONCRETE POST FLUSH WITH
 FS0171'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1289 ***********************************************************************
 KR1289  DESIGNATION -  C 147
 KR1289  PID         -  KR1289
 KR1289  STATE/COUNTY-  NV/WASHOE
 KR1289  USGS QUAD   -  PATRICK (1980)
 KR1289
 KR1289                         *CURRENT SURVEY CONTROL
 KR1289  ___________________________________________________________________
 KR1289* NAD 83(1986)-  39 33 46.     (N)    119 32 46.     (W)     SCALED    
 KR1289* NAVD 88     -      1305.668  (meters)    4283.68   (feet)  ADJUSTED  
 KR1289  ___________________________________________________________________
 KR1289  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 KR1289  DYNAMIC HT  -        1304.483 (meters)    4279.79  (feet)  COMP
 KR1289  MODELED GRAV-     979,674.7   (mgal)                       NAVD 88
 KR1289
 KR1289  VERT ORDER  -  SECOND    CLASS 0
 KR1289
 KR1289.The horizontal coordinates were scaled from a topographic map and have
 KR1289.an estimated accuracy of +/- 6 seconds.
 KR1289
 KR1289.The orthometric height was determined by differential leveling
 KR1289.and adjusted by the National Geodetic Survey in June 1991..
 KR1289
 KR1289.The geoid height was determined by GEOID03.
 KR1289
 KR1289.The dynamic height is computed by dividing the NAVD 88
 KR1289.geopotential number by the normal gravity value computed on the
 KR1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1289.degrees latitude (g = 980.6199 gals.).
 KR1289
 KR1289.The modeled gravity was interpolated from observed gravity values.
 KR1289
 KR1289;                    North         East    Units  Estimated Accuracy
 KR1289;SPC NV W     - 4,534,520.      717,270.      MT  (+/- 180 meters Scaled)
 KR1289
 KR1289                          SUPERSEDED SURVEY CONTROL
 KR1289
 KR1289  NGVD 29 (??/??/92) 1304.610  (m)         4280.21   (f) ADJ UNCH    2 0
 KR1289
 KR1289.Superseded values are not recommended for survey control.
 KR1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1289.See file dsdata.txt to determine how the superseded data were derived.
 KR1289
 KR1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD812823(NAD 83)
 KR1289_MARKER: DB = BENCH MARK DISK
 KR1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1289_STAMPING: C 147 1958
 KR1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1289+STABILITY: SURFACE MOTION
 KR1289
 KR1289  HISTORY     - Date     Condition        Report By
 KR1289  HISTORY     - 1958     MONUMENTED       CGS
 KR1289
 KR1289                          STATION DESCRIPTION
 KR1289
 KR1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR1289'2.45 MI W FROM 102 RANCH.
 KR1289'2.45 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH, 74.0 FEET
 KR1289'NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 5.7 FEET WEST
 KR1289'OF A CONCRETE WITNESS POST, 1.5 FEET NORTH OF FENCELINE, SET IN A
 KR1289'SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0792 ***********************************************************************
 FS0792  DESIGNATION -  C 148
 FS0792  PID         -  FS0792
 FS0792  STATE/COUNTY-  NV/CLARK
 FS0792  USGS QUAD   -  CRESCENT PEAK (1984)
 FS0792
 FS0792                         *CURRENT SURVEY CONTROL
 FS0792  ___________________________________________________________________
 FS0792* NAD 83(1986)-  35 29 39.     (N)    115 09 31.     (W)     SCALED    
 FS0792* NAVD 88     -      1377.398  (meters)    4519.01   (feet)  POSTED    
 FS0792  ___________________________________________________________________
 FS0792  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FS0792  DYNAMIC HT  -        1375.730 (meters)    4513.54  (feet)  COMP
 FS0792  MODELED GRAV-     979,371.7   (mgal)                       NAVD 88
 FS0792
 FS0792  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0792
 FS0792.The horizontal coordinates were scaled from a topographic map and have
 FS0792.an estimated accuracy of +/- 6 seconds.
 FS0792
 FS0792.The orthometric height was determined by differential leveling
 FS0792.and adjusted by the National Geodetic Survey in 1992..
 FS0792.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0792.rate of 0.0 thru 1.0 mm/km.
 FS0792
 FS0792.The geoid height was determined by GEOID03.
 FS0792
 FS0792.The dynamic height is computed by dividing the NAVD 88
 FS0792.geopotential number by the normal gravity value computed on the
 FS0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0792.degrees latitude (g = 980.6199 gals.).
 FS0792
 FS0792.The modeled gravity was interpolated from observed gravity values.
 FS0792
 FS0792;                    North         East    Units  Estimated Accuracy
 FS0792;SPC NV E     - 8,082,640.      238,530.      MT  (+/- 180 meters Scaled)
 FS0792
 FS0792                          SUPERSEDED SURVEY CONTROL
 FS0792
 FS0792  NGVD 29 (??/??/92) 1376.51   (m)         4516.1    (f) COMPUTED    1 2
 FS0792
 FS0792.Superseded values are not recommended for survey control.
 FS0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0792.See file dsdata.txt to determine how the superseded data were derived.
 FS0792
 FS0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV670294(NAD 83)
 FS0792_MARKER: DB = BENCH MARK DISK
 FS0792_SETTING: 80 = SET IN A BOULDER
 FS0792_SP_SET: BOULDER
 FS0792_STAMPING: C 148 1935
 FS0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0792+STABILITY: SURFACE MOTION
 FS0792
 FS0792  HISTORY     - Date     Condition        Report By
 FS0792  HISTORY     - 1935     MONUMENTED       CGS
 FS0792  HISTORY     - 1949     GOOD             NGS
 FS0792
 FS0792                          STATION DESCRIPTION
 FS0792
 FS0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0792'6.6 MI E FROM NIPTON.
 FS0792'2.7 MILES EAST ALONG A COUNTY GRADED ROAD FROM THE UNION PACIFIC
 FS0792'RAILROAD STATION AT NIPTON, THENCE 3.9 MILES EAST ALONG NEVADA
 FS0792'STATE HIGHWAY 68, 0.3 MILE EAST OF THE JUNCTION OF A DIRT ROAD
 FS0792'LEADING SOUTHEAST TO THE OLD NIPPONO-SCOTT MINE, IN THE TOP OF A
 FS0792'GRANITE OUTCROP, 120 FEET SOUTH OF THE CENTER LINE OF THE
 FS0792'HIGHWAY, 45 FEET WEST OF A LARGE GRANITE BOULDER, 18 FEET
 FS0792'SOUTHEAST OF THE APPROXIMATE CENTER OF A DRY WASH, 3.5 FEET
 FS0792'SOUTHWEST OF A CAIRN, ABOUT 4 FEET HIGHER THAN THE HIGHWAY AND
 FS0792'MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0128 ***********************************************************************
 FS0128  DESIGNATION -  C 149
 FS0128  PID         -  FS0128
 FS0128  STATE/COUNTY-  NV/CLARK
 FS0128  USGS QUAD   -  BOULDER CITY SW (1973)
 FS0128
 FS0128                         *CURRENT SURVEY CONTROL
 FS0128  ___________________________________________________________________
 FS0128* NAD 83(1986)-  35 45 07.     (N)    114 57 49.     (W)     SCALED    
 FS0128* NAVD 88     -       642.951  (meters)    2109.42   (feet)  POSTED    
 FS0128  ___________________________________________________________________
 FS0128  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FS0128  DYNAMIC HT  -         642.270 (meters)    2107.18  (feet)  COMP
 FS0128  MODELED GRAV-     979,554.2   (mgal)                       NAVD 88
 FS0128
 FS0128  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0128
 FS0128.The horizontal coordinates were scaled from a topographic map and have
 FS0128.an estimated accuracy of +/- 6 seconds.
 FS0128
 FS0128.The orthometric height was determined by differential leveling
 FS0128.and adjusted by the National Geodetic Survey in 1992..
 FS0128.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0128.rate of 0.0 thru 1.0 mm/km.
 FS0128
 FS0128.The geoid height was determined by GEOID03.
 FS0128
 FS0128.The dynamic height is computed by dividing the NAVD 88
 FS0128.geopotential number by the normal gravity value computed on the
 FS0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0128.degrees latitude (g = 980.6199 gals.).
 FS0128
 FS0128.The modeled gravity was interpolated from observed gravity values.
 FS0128
 FS0128;                    North         East    Units  Estimated Accuracy
 FS0128;SPC NV E     - 8,111,330.      256,050.      MT  (+/- 180 meters Scaled)
 FS0128
 FS0128                          SUPERSEDED SURVEY CONTROL
 FS0128
 FS0128  NGVD 29 (??/??/92)  642.223  (m)         2107.03   (f) ADJ UNCH    1 1
 FS0128
 FS0128.Superseded values are not recommended for survey control.
 FS0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0128.See file dsdata.txt to determine how the superseded data were derived.
 FS0128
 FS0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV841583(NAD 83)
 FS0128_MARKER: DB = BENCH MARK DISK
 FS0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0128_STAMPING: C 149 1935
 FS0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0128+STABILITY: SURFACE MOTION
 FS0128
 FS0128  HISTORY     - Date     Condition        Report By
 FS0128  HISTORY     - 1935     MONUMENTED       CGS
 FS0128  HISTORY     - 1949     GOOD             NGS
 FS0128  HISTORY     - 1963     GOOD             NGS
 FS0128
 FS0128                          STATION DESCRIPTION
 FS0128
 FS0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0128'16.3 MI S FROM ALUNITE.
 FS0128'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE JUNCTION OF U.S.
 FS0128'HIGHWAY 93 AT ALUNITE, THENCE 14.6 MILES SOUTH ALONG OLD ABANDONED
 FS0128'STATE HIGHWAY 5, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0128'26 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A SMALL WASH, 3.0
 FS0128'FEET NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD,
 FS0128'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 FS0128'GROUND.
 FS0128
 FS0128                          STATION RECOVERY (1963)
 FS0128
 FS0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0625 ***********************************************************************
 HQ0625  DESIGNATION -  C 15
 HQ0625  PID         -  HQ0625
 HQ0625  STATE/COUNTY-  NV/ESMERALDA
 HQ0625  USGS QUAD   -  KLONDIKE (1982)
 HQ0625
 HQ0625                         *CURRENT SURVEY CONTROL
 HQ0625  ___________________________________________________________________
 HQ0625* NAD 83(1986)-  37 58 24.     (N)    117 19 34.     (W)     SCALED    
 HQ0625* NAVD 88     -      1574.983  (meters)    5167.26   (feet)  ADJUSTED  
 HQ0625  ___________________________________________________________________
 HQ0625  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 HQ0625  DYNAMIC HT  -        1573.251 (meters)    5161.57  (feet)  COMP
 HQ0625  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 HQ0625
 HQ0625  VERT ORDER  -  FIRST     CLASS II
 HQ0625
 HQ0625.The horizontal coordinates were scaled from a topographic map and have
 HQ0625.an estimated accuracy of +/- 6 seconds.
 HQ0625
 HQ0625.The orthometric height was determined by differential leveling
 HQ0625.and adjusted by the National Geodetic Survey in June 1991..
 HQ0625
 HQ0625.The geoid height was determined by GEOID03.
 HQ0625
 HQ0625.The dynamic height is computed by dividing the NAVD 88
 HQ0625.geopotential number by the normal gravity value computed on the
 HQ0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0625.degrees latitude (g = 980.6199 gals.).
 HQ0625
 HQ0625.The modeled gravity was interpolated from observed gravity values.
 HQ0625
 HQ0625;                    North         East    Units  Estimated Accuracy
 HQ0625;SPC NV W     - 4,358,390.      910,460.      MT  (+/- 180 meters Scaled)
 HQ0625
 HQ0625                          SUPERSEDED SURVEY CONTROL
 HQ0625
 HQ0625  NGVD 29 (??/??/92) 1573.836  (m)         5163.49   (f) ADJ UNCH    1 2
 HQ0625
 HQ0625.Superseded values are not recommended for survey control.
 HQ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0625.See file dsdata.txt to determine how the superseded data were derived.
 HQ0625
 HQ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC713029(NAD 83)
 HQ0625_MARKER: P = PIPE CAP
 HQ0625_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0625_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0625_STAMPING: C 15 5163.638
 HQ0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0625
 HQ0625  HISTORY     - Date     Condition        Report By
 HQ0625  HISTORY     - UNK      MONUMENTED       CGS
 HQ0625  HISTORY     - 1955     GOOD             NGS
 HQ0625
 HQ0625                          STATION DESCRIPTION
 HQ0625
 HQ0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HQ0625'12.6 MI SW FROM TONOPAH.
 HQ0625'2.2 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 HQ0625'TONOPAH, THENCE 10.4 MILES SOUTHWEST ALONG AN ABANDONED TONOPAH
 HQ0625'AND GOLDFIELD RAILROAD BED, 121 FEET WEST OF AND ACROSS THE
 HQ0625'RAILROAD BED FROM THE CENTER LINE OF THE TRACK ROAD, 44 1/2 FEET
 HQ0625'WEST OF THE CENTER LINE OF THE RAILROAD BED, 2.9 FEET SOUTH OF
 HQ0625'A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE RAILROAD BED,
 HQ0625'AND SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 HQ0625'0.5 FOOT ABOVE THE GROUND.  NOTE-- THE STAMPING INDICATED ON
 HQ0625'LITHO LIST 82 DATED 3/22/54 IS IN ERROR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0208 ***********************************************************************
 FS0208  DESIGNATION -  C 150
 FS0208  PID         -  FS0208
 FS0208  STATE/COUNTY-  NV/CLARK
 FS0208  USGS QUAD   -  JEAN (1989)
 FS0208
 FS0208                         *CURRENT SURVEY CONTROL
 FS0208  ___________________________________________________________________
 FS0208* NAD 83(1986)-  35 47 44.     (N)    115 18 14.     (W)     SCALED    
 FS0208* NAVD 88     -       893.022  (meters)    2929.86   (feet)  POSTED    
 FS0208  ___________________________________________________________________
 FS0208  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 FS0208  DYNAMIC HT  -         892.040 (meters)    2926.63  (feet)  COMP
 FS0208  MODELED GRAV-     979,507.9   (mgal)                       NAVD 88
 FS0208
 FS0208  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0208
 FS0208.The horizontal coordinates were scaled from a topographic map and have
 FS0208.an estimated accuracy of +/- 6 seconds.
 FS0208
 FS0208.The orthometric height was determined by differential leveling
 FS0208.and adjusted by the National Geodetic Survey in 1992..
 FS0208.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0208.rate of 1.1 thru 2.0 mm/km.
 FS0208
 FS0208.The geoid height was determined by GEOID03.
 FS0208
 FS0208.The dynamic height is computed by dividing the NAVD 88
 FS0208.geopotential number by the normal gravity value computed on the
 FS0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0208.degrees latitude (g = 980.6199 gals.).
 FS0208
 FS0208.The modeled gravity was interpolated from observed gravity values.
 FS0208
 FS0208;                    North         East    Units  Estimated Accuracy
 FS0208;SPC NV E     - 8,116,020.      225,260.      MT  (+/- 180 meters Scaled)
 FS0208
 FS0208                          SUPERSEDED SURVEY CONTROL
 FS0208
 FS0208  NGVD 29 (??/??/92)  892.230  (m)         2927.26   (f) ADJ UNCH    1 2
 FS0208
 FS0208.Superseded values are not recommended for survey control.
 FS0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0208.See file dsdata.txt to determine how the superseded data were derived.
 FS0208
 FS0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV532626(NAD 83)
 FS0208_MARKER: DB = BENCH MARK DISK
 FS0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0208_SP_SET: BRIDGE
 FS0208_STAMPING: C 150 1935
 FS0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0208
 FS0208  HISTORY     - Date     Condition        Report By
 FS0208  HISTORY     - 1935     MONUMENTED       CGS
 FS0208  HISTORY     - 1949     GOOD             NGS
 FS0208  HISTORY     - 19870512 MARK NOT FOUND   USPSQD
 FS0208
 FS0208                          STATION DESCRIPTION
 FS0208
 FS0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0208'1.5 MI N FROM JEAN.
 FS0208'1.5 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0208'AT JEAN, AT CONCRETE BRIDGE 302.65 OVER A DIRT ROAD, IN THE TOP
 FS0208'OF THE EAST END OF THE NORTH ABUTMENT, 6.0 FEET EAST OF THE
 FS0208'EAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 FS0208
 FS0208                          STATION RECOVERY (1987)
 FS0208
 FS0208'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 FS0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0051 ***********************************************************************
 GR0051  DESIGNATION -  C 160
 GR0051  PID         -  GR0051
 GR0051  STATE/COUNTY-  NV/CLARK
 GR0051  USGS QUAD   -  OVERTON NW (1983)
 GR0051
 GR0051                         *CURRENT SURVEY CONTROL
 GR0051  ___________________________________________________________________
 GR0051* NAD 83(1986)-  36 41 45.     (N)    114 29 47.     (W)     SCALED    
 GR0051* NAVD 88     -       628.018  (meters)    2060.42   (feet)  POSTED    
 GR0051  ___________________________________________________________________
 GR0051  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 GR0051  DYNAMIC HT  -         627.410 (meters)    2058.43  (feet)  COMP
 GR0051  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 GR0051
 GR0051  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0051
 GR0051.The horizontal coordinates were scaled from a topographic map and have
 GR0051.an estimated accuracy of +/- 6 seconds.
 GR0051
 GR0051.The orthometric height was determined by differential leveling
 GR0051.and adjusted by the National Geodetic Survey in 1992..
 GR0051.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0051.rate of 0.0 thru 1.0 mm/km.
 GR0051
 GR0051.The geoid height was determined by GEOID03.
 GR0051
 GR0051.The dynamic height is computed by dividing the NAVD 88
 GR0051.geopotential number by the normal gravity value computed on the
 GR0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0051.degrees latitude (g = 980.6199 gals.).
 GR0051
 GR0051.The modeled gravity was interpolated from observed gravity values.
 GR0051
 GR0051;                    North         East    Units  Estimated Accuracy
 GR0051;SPC NV E     - 8,216,430.      297,130.      MT  (+/- 180 meters Scaled)
 GR0051
 GR0051                          SUPERSEDED SURVEY CONTROL
 GR0051
 GR0051  NGVD 29 (??/??/92)  627.342  (m)         2058.20   (f) ADJ UNCH    1 1
 GR0051
 GR0051.Superseded values are not recommended for survey control.
 GR0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0051.See file dsdata.txt to determine how the superseded data were derived.
 GR0051
 GR0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA236640(NAD 83)
 GR0051_MARKER: DB = BENCH MARK DISK
 GR0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0051_STAMPING: C 160 1935
 GR0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0051+STABILITY: SURFACE MOTION
 GR0051
 GR0051  HISTORY     - Date     Condition        Report By
 GR0051  HISTORY     - 1935     MONUMENTED       CGS
 GR0051  HISTORY     - 1957     GOOD             NGS
 GR0051  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0051  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0051  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0051
 GR0051                          STATION DESCRIPTION
 GR0051
 GR0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0051'26.2 MI SW FROM MESQUITE.
 GR0051'26.2 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0051'OFFICE IN MESQUITE, 1.9 MILES EAST AND NORTHEAST OF THE JUNCTION OF
 GR0051'STATE ROUTE 12, 231 FEET EAST OF CONCRETE CULVERT NO. D 5 + 00, 146.7
 GR0051'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 78.8 FEET NORTHEAST
 GR0051'OF ABANDONED HIGHWAY, 3 FEET SOUTH OF A CONCRETE POST, SET IN A
 GR0051'CONCRETE POST PROJECTING ABOUT 6 INCHES.  NOTE-- 0.3 MILE ALONG OLD
 GR0051'HIGHWAY FROM WHERE IT ANGLES FROM THE NEW HIGHWAY.
 GR0051
 GR0051                          STATION RECOVERY (1979)
 GR0051
 GR0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0051'MARK NOT FOUND.
 GR0051
 GR0051                          STATION RECOVERY (1979)
 GR0051
 GR0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0051'MARK NOT FOUND.
 GR0051
 GR0051                          STATION RECOVERY (1982)
 GR0051
 GR0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0642 ***********************************************************************
 GR0642  DESIGNATION -  C 161
 GR0642  PID         -  GR0642
 GR0642  STATE/COUNTY-  NV/CLARK
 GR0642  USGS QUAD   -  DRY LAKE (1986)
 GR0642
 GR0642                         *CURRENT SURVEY CONTROL
 GR0642  ___________________________________________________________________
 GR0642* NAD 83(1994)-  36 26 44.70564(N)    114 50 55.92205(W)     ADJUSTED  
 GR0642* NAVD 88     -       639.968  (meters)    2099.63   (feet)  ADJUSTED  
 GR0642  ___________________________________________________________________
 GR0642  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 GR0642  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 GR0642  DYNAMIC HT  -         639.333 (meters)    2097.55  (feet)  COMP
 GR0642  MODELED GRAV-     979,619.8   (mgal)                       NAVD 88
 GR0642
 GR0642  HORZ ORDER  -  THIRD
 GR0642  VERT ORDER  -  FIRST     CLASS II
 GR0642
 GR0642.The horizontal coordinates were established by classical geodetic methods
 GR0642.and adjusted by the National Geodetic Survey in June 1998..
 GR0642
 GR0642.The orthometric height was determined by differential leveling
 GR0642.and adjusted by the National Geodetic Survey in June 1991..
 GR0642
 GR0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0642
 GR0642.The geoid height was determined by GEOID03.
 GR0642
 GR0642.The dynamic height is computed by dividing the NAVD 88
 GR0642.geopotential number by the normal gravity value computed on the
 GR0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0642.degrees latitude (g = 980.6199 gals.).
 GR0642
 GR0642.The modeled gravity was interpolated from observed gravity values.
 GR0642
 GR0642;                    North         East     Units Scale Factor Converg.
 GR0642;SPC NV E     - 8,188,378.225   265,841.448   MT  0.99995339   +0 26 10.8
 GR0642;SPC NV E     -26,864,704.23    872,181.48   sFT  0.99995339   +0 26 10.8
 GR0642;UTM  11      - 4,035,541.240   692,793.004   MT  1.00005797   +1 16 41.9
 GR0642
 GR0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0642!SPC NV E     -   0.99990384  x   0.99995339  =   0.99985724
 GR0642!UTM  11      -   0.99990384  x   1.00005797  =   0.99996181
 GR0642
 GR0642:                Primary Azimuth Mark                     Grid Az
 GR0642:SPC NV E     -  GARNET                                   187 14 25.6
 GR0642:UTM  11      -  GARNET                                   186 23 54.5
 GR0642
 GR0642|---------------------------------------------------------------------|
 GR0642| PID    Reference Object                     Distance      Geod. Az  |
 GR0642|                                                           dddmmss.s |
 GR0642| GR1791 GARNET                              APPROX.10.3 KM 1874036.4 |
 GR0642|---------------------------------------------------------------------|
 GR0642
 GR0642                          SUPERSEDED SURVEY CONTROL
 GR0642
 GR0642  NAD 83(1994)-  36 26 44.70594(N)    114 50 55.92292(W) AD(       ) 3
 GR0642  NAD 83(1992)-  36 26 44.70337(N)    114 50 55.92353(W) AD(       ) 3
 GR0642  NAD 83(1992)-  36 26 44.70589(N)    114 50 55.92448(W) AD(       ) 3
 GR0642  NAD 83(1986)-  36 26 44.68289(N)    114 50 55.91637(W) AD(       ) 3
 GR0642  NGVD 29 (??/??/92)  639.245  (m)         2097.26   (f) ADJ UNCH    1 2
 GR0642
 GR0642.Superseded values are not recommended for survey control.
 GR0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0642.See file dsdata.txt to determine how the superseded data were derived.
 GR0642
 GR0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA9279335541(NAD 83)
 GR0642_MARKER: DB = BENCH MARK DISK
 GR0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0642_STAMPING: C 161 1935
 GR0642_MARK LOGO: CGS   
 GR0642_PROJECTION: PROJECTING 9 CENTIMETERS
 GR0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0642+STABILITY: SURFACE MOTION
 GR0642
 GR0642  HISTORY     - Date     Condition        Report By
 GR0642  HISTORY     - 1951     MONUMENTED       USGS
 GR0642  HISTORY     - 1957     GOOD             NGS
 GR0642  HISTORY     - 1963     GOOD             NGS
 GR0642  HISTORY     - 1983     GOOD             NGS
 GR0642
 GR0642                          STATION DESCRIPTION
 GR0642
 GR0642'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GR0642'LOCATED ABOUT 21 MI SW. OF MOAPA.  189 FT. NW. OF NORTH END OF
 GR0642'WEST HEADWALL OF CONCRETE BOX CULVERT 361.99, 166.5 FT. N. OF
 GR0642'MILEPOLE 362, 39.4 FT. W. OF WEST RAIL, 13 FT. S. OF FIRST POLE
 GR0642'N. OF MILEPOLE 362, 3 FT. N. OF CONCRETE WITNESS POST, ABOUT
 GR0642'LEVEL WITH TRACK.
 GR0642'
 GR0642'TO REACH FROM MOAPA RR. STATION, GO 21.3 MI SW. ALONG UNION
 GR0642'PACIFIC RR.  GO 0.3 MI N. OF SIGN, DRY LAKE ONE MILE.  AT SOUTH
 GR0642'END OF LONG, ROCKY CUT.
 GR0642'
 GR0642'STATION MARK--NGS BM DISK STAMPED---C 161 1935---, SET IN TOP OF
 GR0642'CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND.
 GR0642'
 GR0642'RMS--NONE SET.
 GR0642
 GR0642                          STATION RECOVERY (1957)
 GR0642
 GR0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GR0642'21.3 MI SW FROM MOAPA.
 GR0642'21.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0642'AT MOAPA, 0.3 MILE NORTH OF A SIGN DRY LAKE ONE MILE, AT THE SOUTH END
 GR0642'OF A LONG ROCKY CUTE, 189 FEET FEET NORTHWEST OF THE NORTH END OF THE
 GR0642'WEST HEADWALL OF CONCRETE BOX CULVERT 361.99, 166 1/2 FEET NORTH OF
 GR0642'MILEPOLE 362, 39.4 FEET WEST OF THE WEST RAIL, 13 FEET SOUTH OF THE
 GR0642'1ST POLE NORTH OF MILEPOST 362, 3.0 FEET NORTH OF A CONCRETE WITNESS
 GR0642'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 GR0642'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GR0642
 GR0642                          STATION RECOVERY (1963)
 GR0642
 GR0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0642'RECOVERED IN GOOD CONDITION.
 GR0642
 GR0642                          STATION RECOVERY (1983)
 GR0642
 GR0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0642'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0642'33.75 KM (21.1 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST
 GR0642'END OF THE HIGHWAY BRIDGE OVER THE MUDDY RIVER IN GLENDALE, THENCE 0.1
 GR0642'KM (0.05 MI) SOUTH ALONG THE UNION PACIFIC RAILROAD, 12.0 METERS (39.5
 GR0642'FT) WEST OF THE WEST RAIL, 57.6 METERS (189 FT) NORTH OF THE NORTH END
 GR0642'OF THE WEST HEADWALL FOR A BOX CULVERT UNDER THE TRACKS, 40.5 METERS
 GR0642'(133 FT) WEST-NORTHWEST ACROSS THE TRACKS FROM MILE POLE 362, 18.4
 GR0642'METERS (60.5 FT) EAST OF A FENCE CORNER POST IN THE RIGHT A WAY FENCE,
 GR0642'0.9 METER (3 FT) NORTH OF A 5 INCH TRIANGULAR SHAPED CONCRETE POST
 GR0642'PROJECTING 2.5 FEET.
 GR0642'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 GR0642'THE MARK IS 0.1 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0264 ***********************************************************************
 GR0264  DESIGNATION -  C 163
 GR0264  PID         -  GR0264
 GR0264  STATE/COUNTY-  NV/CLARK
 GR0264  USGS QUAD   -  OVERTON BEACH (1983)
 GR0264
 GR0264                         *CURRENT SURVEY CONTROL
 GR0264  ___________________________________________________________________
 GR0264* NAD 83(1986)-  36 27 16.     (N)    114 15 18.     (W)     SCALED    
 GR0264* NAVD 88     -       497.581  (meters)    1632.48   (feet)  POSTED    
 GR0264  ___________________________________________________________________
 GR0264  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR0264  DYNAMIC HT  -         497.100 (meters)    1630.90  (feet)  COMP
 GR0264  MODELED GRAV-     979,657.4   (mgal)                       NAVD 88
 GR0264
 GR0264  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0264
 GR0264.The horizontal coordinates were scaled from a topographic map and have
 GR0264.an estimated accuracy of +/- 6 seconds.
 GR0264
 GR0264.The orthometric height was determined by differential leveling
 GR0264.and adjusted by the National Geodetic Survey in 1992..
 GR0264.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0264.rate of 1.1 thru 2.0 mm/km.
 GR0264
 GR0264.The geoid height was determined by GEOID03.
 GR0264
 GR0264.The dynamic height is computed by dividing the NAVD 88
 GR0264.geopotential number by the normal gravity value computed on the
 GR0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0264.degrees latitude (g = 980.6199 gals.).
 GR0264
 GR0264.The modeled gravity was interpolated from observed gravity values.
 GR0264
 GR0264;                    North         East    Units  Estimated Accuracy
 GR0264;SPC NV E     - 8,189,910.      319,070.      MT  (+/- 180 meters Scaled)
 GR0264
 GR0264                          SUPERSEDED SURVEY CONTROL
 GR0264
 GR0264  NGVD 29 (??/??/92)  496.918  (m)         1630.31   (f) ADJ UNCH    1 1
 GR0264
 GR0264.Superseded values are not recommended for survey control.
 GR0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0264.See file dsdata.txt to determine how the superseded data were derived.
 GR0264
 GR0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA460378(NAD 83)
 GR0264_MARKER: DB = BENCH MARK DISK
 GR0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0264_STAMPING: C 163 1935
 GR0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0264+STABILITY: SURFACE MOTION
 GR0264
 GR0264  HISTORY     - Date     Condition        Report By
 GR0264  HISTORY     - 1935     MONUMENTED       CGS
 GR0264  HISTORY     - 1950     GOOD             NGS
 GR0264
 GR0264                          STATION DESCRIPTION
 GR0264
 GR0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0264'35.2 MI S FROM RIVERSIDE.
 GR0264'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0264'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0264'THENCE 8.1 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY
 GR0264'ROAD, IN GOLD BUTTE WASH, ON AN ISLAND, ABOUT 500 FEET SOUTHWEST OF
 GR0264'THE MOUTH OF A CANYON, 30 FEET SOUTH OF THE SOUTH BANK OF THE WASH,
 GR0264'3.0 FEET WEST OF A WITNESS POST, ABOUT 7 FEET HIGHER THAN THE BED OF
 GR0264'THE WASH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 GR0264'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0005 ***********************************************************************
 GR0005  DESIGNATION -  C 164
 GR0005  PID         -  GR0005
 GR0005  STATE/COUNTY-  NV/CLARK
 GR0005  USGS QUAD   -  OVERTON SE (1983)
 GR0005
 GR0005                         *CURRENT SURVEY CONTROL
 GR0005  ___________________________________________________________________
 GR0005* NAD 83(1986)-  36 30 26.     (N)    114 22 24.     (W)     SCALED    
 GR0005* NAVD 88     -       577.326  (meters)    1894.11   (feet)  POSTED    
 GR0005  ___________________________________________________________________
 GR0005  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 GR0005  DYNAMIC HT  -         576.750 (meters)    1892.22  (feet)  COMP
 GR0005  MODELED GRAV-     979,623.0   (mgal)                       NAVD 88
 GR0005
 GR0005  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0005
 GR0005.The horizontal coordinates were scaled from a topographic map and have
 GR0005.an estimated accuracy of +/- 6 seconds.
 GR0005
 GR0005.The orthometric height was determined by differential leveling
 GR0005.and adjusted by the National Geodetic Survey in 1992..
 GR0005.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0005.rate of 0.0 thru 1.0 mm/km.
 GR0005
 GR0005.The geoid height was determined by GEOID03.
 GR0005
 GR0005.The dynamic height is computed by dividing the NAVD 88
 GR0005.geopotential number by the normal gravity value computed on the
 GR0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0005.degrees latitude (g = 980.6199 gals.).
 GR0005
 GR0005.The modeled gravity was interpolated from observed gravity values.
 GR0005
 GR0005;                    North         East    Units  Estimated Accuracy
 GR0005;SPC NV E     - 8,195,630.      308,390.      MT  (+/- 180 meters Scaled)
 GR0005
 GR0005                          SUPERSEDED SURVEY CONTROL
 GR0005
 GR0005  NGVD 29 (??/??/92)  576.670  (m)         1891.96   (f) ADJ UNCH    1 1
 GR0005
 GR0005.Superseded values are not recommended for survey control.
 GR0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0005.See file dsdata.txt to determine how the superseded data were derived.
 GR0005
 GR0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA352434(NAD 83)
 GR0005_MARKER: DB = BENCH MARK DISK
 GR0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0005_STAMPING: C 164 1935
 GR0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0005+STABILITY: SURFACE MOTION
 GR0005
 GR0005  HISTORY     - Date     Condition        Report By
 GR0005  HISTORY     - 1935     MONUMENTED       CGS
 GR0005  HISTORY     - 1950     GOOD             NGS
 GR0005  HISTORY     - 1954     GOOD             NGS
 GR0005  HISTORY     - 1979     GOOD             USGS
 GR0005
 GR0005                          STATION DESCRIPTION
 GR0005
 GR0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0005'10.0 MI E FROM OVERTON.
 GR0005'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT OVERTON,
 GR0005'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3 MILES NORTH
 GR0005'ALONG A GRADED ROAD, THENCE 2.7 MILES NORTHEAST ALONG A TRACK ROAD,
 GR0005'THENCE 5.7 MILES SOUTHEAST ACROSS MORMON MESA, AT THE SOUTHEAST END OF
 GR0005'THE MESA, ABOUT 72 YARDS NORTHWEST OF THE SOUTHEAST POINT, 33 FEET
 GR0005'NORTHEAST OF THE SOUTHWEST EDGE, 47 FEET SOUTHWEST OF THE NORTHEAST
 GR0005'EDGE, 3.0 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 GR0005'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 GR0005
 GR0005                          STATION RECOVERY (1954)
 GR0005
 GR0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 GR0005'RECOVERED IN GOOD CONDITION.
 GR0005
 GR0005                          STATION RECOVERY (1979)
 GR0005
 GR0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0005'OVERTON POST OFFICE, 4 MI NORTH AND EAST ALONG ROAD TO MORMON MESA.
 GR0005'THENCE 6.10 MI SE ALONG TRACK RD ON MORMON MESA, 72 YARDS NW OF THE
 GR0005'SE POINT, 33 FT NORTHEAST OF THE SOUTHWEST EDGE, 3 FT WEST OF A
 GR0005'WITNESS POST, SET IN THE TOP OF A CONCRETE POST. STANDARD TABLET
 GR0005'STAMPED C 164 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0031 ***********************************************************************
 GR0031  DESIGNATION -  C 165
 GR0031  PID         -  GR0031
 GR0031  STATE/COUNTY-  NV/CLARK
 GR0031  USGS QUAD   -  OVERTON (1983)
 GR0031
 GR0031                         *CURRENT SURVEY CONTROL
 GR0031  ___________________________________________________________________
 GR0031* NAD 83(1986)-  36 33 06.     (N)    114 26 37.     (W)     SCALED    
 GR0031* NAVD 88     -       387.924  (meters)    1272.71   (feet)  POSTED    
 GR0031  ___________________________________________________________________
 GR0031  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 GR0031  DYNAMIC HT  -         387.550 (meters)    1271.49  (feet)  COMP
 GR0031  MODELED GRAV-     979,655.0   (mgal)                       NAVD 88
 GR0031
 GR0031  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0031
 GR0031.The horizontal coordinates were scaled from a topographic map and have
 GR0031.an estimated accuracy of +/- 6 seconds.
 GR0031
 GR0031.The orthometric height was determined by differential leveling
 GR0031.and adjusted by the National Geodetic Survey in 1992..
 GR0031.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0031.rate of 0.0 thru 1.0 mm/km.
 GR0031
 GR0031.The geoid height was determined by GEOID03.
 GR0031
 GR0031.The dynamic height is computed by dividing the NAVD 88
 GR0031.geopotential number by the normal gravity value computed on the
 GR0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0031.degrees latitude (g = 980.6199 gals.).
 GR0031
 GR0031.The modeled gravity was interpolated from observed gravity values.
 GR0031
 GR0031;                    North         East    Units  Estimated Accuracy
 GR0031;SPC NV E     - 8,200,480.      302,030.      MT  (+/- 180 meters Scaled)
 GR0031
 GR0031                          SUPERSEDED SURVEY CONTROL
 GR0031
 GR0031  NGVD 29 (??/??/92)  387.271  (m)         1270.57   (f) ADJ UNCH    1 1
 GR0031
 GR0031.Superseded values are not recommended for survey control.
 GR0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0031.See file dsdata.txt to determine how the superseded data were derived.
 GR0031
 GR0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA288481(NAD 83)
 GR0031_MARKER: DB = BENCH MARK DISK
 GR0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0031_STAMPING: C 165 1935
 GR0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0031+STABILITY: SURFACE MOTION
 GR0031
 GR0031  HISTORY     - Date     Condition        Report By
 GR0031  HISTORY     - 1935     MONUMENTED       CGS
 GR0031  HISTORY     - 1949     GOOD             NGS
 GR0031  HISTORY     - 1978     MARK NOT FOUND   USGS
 GR0031
 GR0031                          STATION DESCRIPTION
 GR0031
 GR0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0031'0.9 MI N FROM OVERTON.
 GR0031'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT OVERTON,
 GR0031'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THNCE 0.6 MILE NORTH
 GR0031'ALONG A GRADED ROAD, 65 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY
 GR0031'LEADING WEST TO A FARMHOUSE, 62 FEET NORTHEAST OF THE NORTHEAST CORNER
 GR0031'OF THE HOUSE, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 FEET
 GR0031'NORTHWEST OF A 24-INCH COTTONWOOD TREE, 1.8 FEET EAST OF A FENCE, 1.7
 GR0031'FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 GR0031'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 GR0031'THE GROUND.
 GR0031
 GR0031                          STATION RECOVERY (1978)
 GR0031
 GR0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GR0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0446 ***********************************************************************
 GR0446  DESIGNATION -  C 167
 GR0446  PID         -  GR0446
 GR0446  STATE/COUNTY-  NV/CLARK
 GR0446  USGS QUAD   -  GOVERNMENT WASH (1970)
 GR0446
 GR0446                         *CURRENT SURVEY CONTROL
 GR0446  ___________________________________________________________________
 GR0446* NAD 83(1986)-  36 13 35.     (N)    114 51 31.     (W)     SCALED    
 GR0446* NAVD 88     -       558.227  (meters)    1831.45   (feet)  POSTED    
 GR0446  ___________________________________________________________________
 GR0446  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 GR0446  DYNAMIC HT  -         557.680 (meters)    1829.66  (feet)  COMP
 GR0446  MODELED GRAV-     979,634.9   (mgal)                       NAVD 88
 GR0446
 GR0446  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0446
 GR0446.The horizontal coordinates were scaled from a topographic map and have
 GR0446.an estimated accuracy of +/- 6 seconds.
 GR0446
 GR0446.The orthometric height was determined by differential leveling
 GR0446.and adjusted by the National Geodetic Survey in 1992..
 GR0446.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0446.rate of 0.0 thru 1.0 mm/km.
 GR0446
 GR0446.The geoid height was determined by GEOID03.
 GR0446
 GR0446.The dynamic height is computed by dividing the NAVD 88
 GR0446.geopotential number by the normal gravity value computed on the
 GR0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0446.degrees latitude (g = 980.6199 gals.).
 GR0446
 GR0446.The modeled gravity was interpolated from observed gravity values.
 GR0446
 GR0446;                    North         East    Units  Estimated Accuracy
 GR0446;SPC NV E     - 8,164,030.      265,150.      MT  (+/- 180 meters Scaled)
 GR0446
 GR0446                          SUPERSEDED SURVEY CONTROL
 GR0446
 GR0446  NGVD 29 (??/??/92)  557.551  (m)         1829.23   (f) ADJ UNCH    1 1
 GR0446
 GR0446.Superseded values are not recommended for survey control.
 GR0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0446.See file dsdata.txt to determine how the superseded data were derived.
 GR0446
 GR0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA924111(NAD 83)
 GR0446_MARKER: DB = BENCH MARK DISK
 GR0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0446_STAMPING: C 167 1935
 GR0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0446+STABILITY: SURFACE MOTION
 GR0446
 GR0446  HISTORY     - Date     Condition        Report By
 GR0446  HISTORY     - 1935     MONUMENTED       CGS
 GR0446  HISTORY     - 1963     GOOD             NGS
 GR0446
 GR0446                          STATION DESCRIPTION
 GR0446
 GR0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0446'10.6 MI S FROM APEX SIDING.
 GR0446'9.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM APEX SIDING, THENCE 1.0
 GR0446'MILE EAST ALONG A TRACK ROAD, 1.0 MILE EAST OF THE FIBREBOARD PAPER
 GR0446'PRODUCTS CORPORATION QUARRY, ABOUT 200 YARDS NORTHEAST OF A LARGE RID
 GR0446'CLAY HILL, ABOUT 100 YARDS NORTHWEST OF A POINT WHERE THE ROAD ENTERS
 GR0446'A WASH, 31 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET
 GR0446'SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 GR0446'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE
 GR0446'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0536 ***********************************************************************
 GR0536  DESIGNATION -  C 168
 GR0536  PID         -  GR0536
 GR0536  STATE/COUNTY-  NV/CLARK
 GR0536  USGS QUAD   -  BOULDER BEACH (1970)
 GR0536
 GR0536                         *CURRENT SURVEY CONTROL
 GR0536  ___________________________________________________________________
 GR0536* NAD 83(1986)-  36 00 46.     (N)    114 46 18.     (W)     SCALED    
 GR0536* NAVD 88     -       533.679  (meters)    1750.91   (feet)  ADJUSTED  
 GR0536  ___________________________________________________________________
 GR0536  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0536  DYNAMIC HT  -         533.147 (meters)    1749.17  (feet)  COMP
 GR0536  MODELED GRAV-     979,619.2   (mgal)                       NAVD 88
 GR0536
 GR0536  VERT ORDER  -  FIRST     CLASS I
 GR0536
 GR0536.The horizontal coordinates were scaled from a topographic map and have
 GR0536.an estimated accuracy of +/- 6 seconds.
 GR0536
 GR0536.The orthometric height was determined by differential leveling
 GR0536.and adjusted by the National Geodetic Survey in June 1991..
 GR0536
 GR0536.The geoid height was determined by GEOID03.
 GR0536
 GR0536.The dynamic height is computed by dividing the NAVD 88
 GR0536.geopotential number by the normal gravity value computed on the
 GR0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0536.degrees latitude (g = 980.6199 gals.).
 GR0536
 GR0536.The modeled gravity was interpolated from observed gravity values.
 GR0536
 GR0536;                    North         East    Units  Estimated Accuracy
 GR0536;SPC NV E     - 8,140,390.      273,160.      MT  (+/- 180 meters Scaled)
 GR0536
 GR0536                          SUPERSEDED SURVEY CONTROL
 GR0536
 GR0536  NGVD 29 (??/??/92)  532.971  (m)         1748.59   (f) ADJ UNCH    1 1
 GR0536
 GR0536.Superseded values are not recommended for survey control.
 GR0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0536.See file dsdata.txt to determine how the superseded data were derived.
 GR0536
 GR0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV008876(NAD 83)
 GR0536_MARKER: DB = BENCH MARK DISK
 GR0536_SETTING: 66 = SET IN ROCK OUTCROP
 GR0536_SP_SET: ROCK CUT
 GR0536_STAMPING: C 168 1935
 GR0536_MARK LOGO: CGS   
 GR0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0536+STABILITY: POSITION/ELEVATION WELL
 GR0536
 GR0536  HISTORY     - Date     Condition        Report By
 GR0536  HISTORY     - 1935     MONUMENTED       CGS
 GR0536  HISTORY     - 1950     GOOD             NGS
 GR0536  HISTORY     - 1963     GOOD             NGS
 GR0536  HISTORY     - 1981     GOOD             NGS
 GR0536
 GR0536                          STATION DESCRIPTION
 GR0536
 GR0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0536'2.8 MI W FROM HOOVER DAM.
 GR0536'2.8 MILES WEST ALONG U.S. HIGHWAY 93 FROM THE NORTHWEST (NEVADA) END
 GR0536'OF HOOVER DAM, ABOUT 80 YARDS WEST OF THE Y JUNCTION OF A DIRT ROAD
 GR0536'LEADING NORTHEAST, SET VERTICALLY IN THE FACE OF A ROCK CUT, 21.9 FEET
 GR0536'NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET HIGHER THAN THE
 GR0536'HIGHWAY, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 GR0536
 GR0536                          STATION RECOVERY (1963)
 GR0536
 GR0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0536'RECOVERED IN GOOD CONDITION.
 GR0536
 GR0536                          STATION RECOVERY (1981)
 GR0536
 GR0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0040 ***********************************************************************
 FS0040  DESIGNATION -  C 169
 FS0040  PID         -  FS0040
 FS0040  STATE/COUNTY-  NV/CLARK
 FS0040  USGS QUAD   -  BOULDER CITY (1983)
 FS0040
 FS0040                         *CURRENT SURVEY CONTROL
 FS0040  ___________________________________________________________________
 FS0040* NAD 83(1986)-  35 58 51.     (N)    114 50 07.     (W)     SCALED    
 FS0040* NAVD 88     -       776.988  (meters)    2549.17   (feet)  ADJUSTED  
 FS0040  ___________________________________________________________________
 FS0040  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FS0040  DYNAMIC HT  -         776.177 (meters)    2546.51  (feet)  COMP
 FS0040  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 FS0040
 FS0040  VERT ORDER  -  FIRST     CLASS I
 FS0040
 FS0040.The horizontal coordinates were scaled from a topographic map and have
 FS0040.an estimated accuracy of +/- 6 seconds.
 FS0040
 FS0040.The orthometric height was determined by differential leveling
 FS0040.and adjusted by the National Geodetic Survey in June 1991..
 FS0040
 FS0040.The geoid height was determined by GEOID03.
 FS0040
 FS0040.The dynamic height is computed by dividing the NAVD 88
 FS0040.geopotential number by the normal gravity value computed on the
 FS0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0040.degrees latitude (g = 980.6199 gals.).
 FS0040
 FS0040.The modeled gravity was interpolated from observed gravity values.
 FS0040
 FS0040;                    North         East    Units  Estimated Accuracy
 FS0040;SPC NV E     - 8,136,800.      267,460.      MT  (+/- 180 meters Scaled)
 FS0040
 FS0040                          SUPERSEDED SURVEY CONTROL
 FS0040
 FS0040  NGVD 29 (??/??/92)  776.279  (m)         2546.84   (f) ADJ UNCH    1 1
 FS0040
 FS0040.Superseded values are not recommended for survey control.
 FS0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0040.See file dsdata.txt to determine how the superseded data were derived.
 FS0040
 FS0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV951839(NAD 83)
 FS0040_MARKER: DB = BENCH MARK DISK
 FS0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0040_SP_SET: BUILDING
 FS0040_STAMPING: C 169 1935
 FS0040_MARK LOGO: CGS   
 FS0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0040+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 FS0040
 FS0040  HISTORY     - Date     Condition        Report By
 FS0040  HISTORY     - 1935     MONUMENTED       CGS
 FS0040  HISTORY     - 1950     GOOD             NGS
 FS0040  HISTORY     - 1963     GOOD             NGS
 FS0040  HISTORY     - 1981     GOOD             NGS
 FS0040  HISTORY     - 20050520 GOOD             GEOCAC
 FS0040
 FS0040                          STATION DESCRIPTION
 FS0040
 FS0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0040'AT BOULDER CITY.
 FS0040'AT BOULDER CITY, AT THE U.S. BUREAU OF RECLAMATION ADMINISTRATION
 FS0040'OFFICE BUILDING, AT THE GARAGE ENTRANCE ON THE WEST END OF THE
 FS0040'BUILDING, SET VERTICALLY IN THE NORTH FACE OF THE SOUTH CONCRETE
 FS0040'RETAINING WALL, 14.3 FEET WEST OF THE WEST CONCRETE WALL, AND
 FS0040'3.3 FEET ABOVE THE FLOOR OF THE DRIVEWAY.
 FS0040
 FS0040                          STATION RECOVERY (1963)
 FS0040
 FS0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0040'RECOVERED IN GOOD CONDITION.
 FS0040
 FS0040                          STATION RECOVERY (1981)
 FS0040
 FS0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0040'RECOVERED IN GOOD CONDITION.
 FS0040
 FS0040                          STATION RECOVERY (2005)
 FS0040
 FS0040'RECOVERY NOTE BY GEOCACHING 2005 (WS)
 FS0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1074 ***********************************************************************
 GR1074  DESIGNATION -  C 170
 GR1074  PID         -  GR1074
 GR1074  STATE/COUNTY-  NV/CLARK
 GR1074  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1074
 GR1074                         *CURRENT SURVEY CONTROL
 GR1074  ___________________________________________________________________
 GR1074* NAD 83(1986)-  36 05 28.     (N)    115 11 46.     (W)     SCALED    
 GR1074* NAVD 88     -       680.468  (meters)    2232.50   (feet)  ADJUSTED  
 GR1074  ___________________________________________________________________
 GR1074  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GR1074  DYNAMIC HT  -         679.771 (meters)    2230.22  (feet)  COMP
 GR1074  MODELED GRAV-     979,586.4   (mgal)                       NAVD 88
 GR1074
 GR1074  VERT ORDER  -  FIRST     CLASS II
 GR1074
 GR1074.The horizontal coordinates were scaled from a topographic map and have
 GR1074.an estimated accuracy of +/- 6 seconds.
 GR1074
 GR1074.The orthometric height was determined by differential leveling
 GR1074.and adjusted by the National Geodetic Survey in June 1991..
 GR1074
 GR1074.The geoid height was determined by GEOID03.
 GR1074
 GR1074.The dynamic height is computed by dividing the NAVD 88
 GR1074.geopotential number by the normal gravity value computed on the
 GR1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1074.degrees latitude (g = 980.6199 gals.).
 GR1074
 GR1074.The modeled gravity was interpolated from observed gravity values.
 GR1074
 GR1074;                    North         East    Units  Estimated Accuracy
 GR1074;SPC NV E     - 8,148,850.      234,870.      MT  (+/- 180 meters Scaled)
 GR1074
 GR1074                          SUPERSEDED SURVEY CONTROL
 GR1074
 GR1074  NGVD 29 (??/??/92)  679.868  (m)         2230.53   (f) ADJ UNCH    1 2
 GR1074
 GR1074.Superseded values are not recommended for survey control.
 GR1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1074.See file dsdata.txt to determine how the superseded data were derived.
 GR1074
 GR1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV624955(NAD 83)
 GR1074_MARKER: DB = BENCH MARK DISK
 GR1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1074_STAMPING: C 170 1935
 GR1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1074+STABILITY: SURFACE MOTION
 GR1074
 GR1074  HISTORY     - Date     Condition        Report By
 GR1074  HISTORY     - 1935     MONUMENTED       CGS
 GR1074  HISTORY     - 1949     GOOD             NGS
 GR1074  HISTORY     - 1963     GOOD             NGS
 GR1074  HISTORY     - 1980     GOOD             NGS
 GR1074  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1074
 GR1074                          STATION DESCRIPTION
 GR1074
 GR1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR1074'6.2 MI S FROM LAS VEGAS.
 GR1074'6.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1074'LAS VEGAS, 0.15 MILE NORTH OF THE NORTH END OF A SIDING, 80.0 FEET
 GR1074'EAST OF THE EAST RAIL, 34 1/2 FEET EAST OF MILE POLE 328, 1.4 FEET
 GR1074'WEST OF A WITNESS POST, ABOUT 7 FEET LOWER THAN THE TRACK, AND SET IN
 GR1074'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 GR1074
 GR1074                          STATION RECOVERY (1963)
 GR1074
 GR1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR1074'RECOVERED IN GOOD CONDITION.
 GR1074
 GR1074                          STATION RECOVERY (1980)
 GR1074
 GR1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1074'RECOVERED IN GOOD CONDITION.
 GR1074
 GR1074                          STATION RECOVERY (1996)
 GR1074
 GR1074'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0932 ***********************************************************************
 GR0932  DESIGNATION -  C 171
 GR0932  PID         -  GR0932
 GR0932  STATE/COUNTY-  NV/CLARK
 GR0932  USGS QUAD   -  VALLEY (1982)
 GR0932
 GR0932                         *CURRENT SURVEY CONTROL
 GR0932  ___________________________________________________________________
 GR0932* NAD 83(1986)-  36 17 10.     (N)    115 03 09.     (W)     SCALED    
 GR0932* NAVD 88     -       635.079  (meters)    2083.59   (feet)  POSTED    
 GR0932  ___________________________________________________________________
 GR0932  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 GR0932  DYNAMIC HT  -         634.430 (meters)    2081.46  (feet)  COMP
 GR0932  MODELED GRAV-     979,587.7   (mgal)                       NAVD 88
 GR0932
 GR0932  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0932
 GR0932.The horizontal coordinates were scaled from a topographic map and have
 GR0932.an estimated accuracy of +/- 6 seconds.
 GR0932
 GR0932.The orthometric height was determined by differential leveling
 GR0932.and adjusted by the National Geodetic Survey in 1992..
 GR0932.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0932.rate of 2.1 thru 3.0 mm/km.
 GR0932
 GR0932.The geoid height was determined by GEOID03.
 GR0932
 GR0932.The dynamic height is computed by dividing the NAVD 88
 GR0932.geopotential number by the normal gravity value computed on the
 GR0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0932.degrees latitude (g = 980.6199 gals.).
 GR0932
 GR0932.The modeled gravity was interpolated from observed gravity values.
 GR0932
 GR0932;                    North         East    Units  Estimated Accuracy
 GR0932;SPC NV E     - 8,170,550.      247,680.      MT  (+/- 180 meters Scaled)
 GR0932
 GR0932                          SUPERSEDED SURVEY CONTROL
 GR0932
 GR0932  NGVD 29 (??/??/92)  634.354  (m)         2081.21   (f) ADJ UNCH    1 1
 GR0932
 GR0932.Superseded values are not recommended for survey control.
 GR0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0932.See file dsdata.txt to determine how the superseded data were derived.
 GR0932
 GR0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA748174(NAD 83)
 GR0932_MARKER: DB = BENCH MARK DISK
 GR0932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0932_SP_SET: CULVERT
 GR0932_STAMPING: C 171 1935
 GR0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0932
 GR0932  HISTORY     - Date     Condition        Report By
 GR0932  HISTORY     - 1935     MONUMENTED       CGS
 GR0932  HISTORY     - 1950     GOOD             NGS
 GR0932  HISTORY     - 1963     GOOD             NGS
 GR0932  HISTORY     - 1980     MARK NOT FOUND   NGS
 GR0932
 GR0932                          STATION DESCRIPTION
 GR0932
 GR0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0932'10.1 MI NE FROM LAS VEGAS.
 GR0932'10.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0932'AT LAS VEGAS, 0.34 MILE NORTHEAST OF AN ASPHALT ROAD CROSSING, AT A
 GR0932'4-BY 8-FOOT CONCRETE CULVERT NO. 343.98, IN THE TOP OF THE NORTHEAST
 GR0932'END OF THE SOUTHEAST HEAD WALL, 95 FEET SOUTH OF MILEPOLE 344, 10 1/2
 GR0932'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 2 FEET LOWER THAN THE
 GR0932'TOP OF THE RAIL.
 GR0932
 GR0932                          STATION RECOVERY (1963)
 GR0932
 GR0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0932'RECOVERED IN GOOD CONDITION.
 GR0932
 GR0932                          STATION RECOVERY (1980)
 GR0932
 GR0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR0932'THE HEADWALL HAS BEEN RAISED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0498 ***********************************************************************
 GR0498  DESIGNATION -  C 172
 GR0498  PID         -  GR0498
 GR0498  STATE/COUNTY-  NV/CLARK
 GR0498  USGS QUAD   -  BOULDER CANYON (1983)
 GR0498
 GR0498                         *CURRENT SURVEY CONTROL
 GR0498  ___________________________________________________________________
 GR0498* NAD 83(1986)-  36 10 50.     (N)    114 33 48.     (W)     SCALED    
 GR0498* NAVD 88     -       421.034  (meters)    1381.34   (feet)  POSTED    
 GR0498  ___________________________________________________________________
 GR0498  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 GR0498  DYNAMIC HT  -         420.630 (meters)    1380.02  (feet)  COMP
 GR0498  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 GR0498
 GR0498  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0498
 GR0498.The horizontal coordinates were scaled from a topographic map and have
 GR0498.an estimated accuracy of +/- 6 seconds.
 GR0498
 GR0498.The orthometric height was determined by differential leveling
 GR0498.and adjusted by the National Geodetic Survey in 1992..
 GR0498.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0498.rate of 0.0 thru 1.0 mm/km.
 GR0498
 GR0498.The geoid height was determined by GEOID03.
 GR0498
 GR0498.The dynamic height is computed by dividing the NAVD 88
 GR0498.geopotential number by the normal gravity value computed on the
 GR0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0498.degrees latitude (g = 980.6199 gals.).
 GR0498
 GR0498.The modeled gravity was interpolated from observed gravity values.
 GR0498
 GR0498;                    North         East    Units  Estimated Accuracy
 GR0498;SPC NV E     - 8,159,190.      291,750.      MT  (+/- 180 meters Scaled)
 GR0498
 GR0498                          SUPERSEDED SURVEY CONTROL
 GR0498
 GR0498  NGVD 29 (??/??/92)  420.352  (m)         1379.10   (f) ADJ UNCH    1 1
 GR0498
 GR0498.Superseded values are not recommended for survey control.
 GR0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0498.See file dsdata.txt to determine how the superseded data were derived.
 GR0498
 GR0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA191067(NAD 83)
 GR0498_MARKER: DB = BENCH MARK DISK
 GR0498_SETTING: 66 = SET IN ROCK OUTCROP
 GR0498_SP_SET: WHITE OUTCROP
 GR0498_STAMPING: C 172 1935
 GR0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0498+STABILITY: POSITION/ELEVATION WELL
 GR0498
 GR0498  HISTORY     - Date     Condition        Report By
 GR0498  HISTORY     - 1935     MONUMENTED       CGS
 GR0498  HISTORY     - 1950     GOOD             NGS
 GR0498  HISTORY     - 1963     GOOD             NGS
 GR0498
 GR0498                          STATION DESCRIPTION
 GR0498
 GR0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0498'1.0 MI NW FROM MOUTH OF BOULDER WASH.
 GR0498'1.0 MILE NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0498'WASH, IN BOULDER WASH, IN THE TOP OF A WHITE OUTCROP AT THE BASE OF
 GR0498'THE SOUTHWEST BANK OF THE WASH, 19 YARDS SOUTHEAST OF THE APPROXIMATE
 GR0498'CENTER OF THE MOUTH OF A RAVINE ENTERING THE WASH FROM THE SOUTHWEST,
 GR0498'DIRECTLY ACROSS THE WASH FROM THE MOUTH OF A WASH ENTERING BOULDER
 GR0498'WASH FROM THE NORTHEAST, ABOUT 2 FEET HIGHER THAN THE BED OF THE WASH,
 GR0498'AND MARKED BY THE WHITE PAINTED LETTERS BM.  NOTE-- THERE IS NO
 GR0498'REMAINING DEFINITE ROAD AT THIS POINT.
 GR0498
 GR0498                          STATION RECOVERY (1963)
 GR0498
 GR0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0500 ***********************************************************************
 GR0500  DESIGNATION -  C 173
 GR0500  PID         -  GR0500
 GR0500  STATE/COUNTY-  NV/CLARK
 GR0500  USGS QUAD   -  BOULDER CANYON (1983)
 GR0500
 GR0500                         *CURRENT SURVEY CONTROL
 GR0500  ___________________________________________________________________
 GR0500* NAD 83(1986)-  36 10 44.     (N)    114 33 24.     (W)     SCALED    
 GR0500* NAVD 88     -       399.610  (meters)    1311.05   (feet)  POSTED    
 GR0500  ___________________________________________________________________
 GR0500  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 GR0500  DYNAMIC HT  -         399.230 (meters)    1309.81  (feet)  COMP
 GR0500  MODELED GRAV-     979,662.6   (mgal)                       NAVD 88
 GR0500
 GR0500  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0500
 GR0500.The horizontal coordinates were scaled from a topographic map and have
 GR0500.an estimated accuracy of +/- 6 seconds.
 GR0500
 GR0500.The orthometric height was determined by differential leveling
 GR0500.and adjusted by the National Geodetic Survey in 1992..
 GR0500.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0500.rate of 0.0 thru 1.0 mm/km.
 GR0500
 GR0500.The geoid height was determined by GEOID03.
 GR0500
 GR0500.The dynamic height is computed by dividing the NAVD 88
 GR0500.geopotential number by the normal gravity value computed on the
 GR0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0500.degrees latitude (g = 980.6199 gals.).
 GR0500
 GR0500.The modeled gravity was interpolated from observed gravity values.
 GR0500
 GR0500;                    North         East    Units  Estimated Accuracy
 GR0500;SPC NV E     - 8,159,010.      292,350.      MT  (+/- 180 meters Scaled)
 GR0500
 GR0500                          SUPERSEDED SURVEY CONTROL
 GR0500
 GR0500  NGVD 29 (??/??/92)  398.928  (m)         1308.82   (f) ADJ UNCH    1 1
 GR0500
 GR0500.Superseded values are not recommended for survey control.
 GR0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0500.See file dsdata.txt to determine how the superseded data were derived.
 GR0500
 GR0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA197065(NAD 83)
 GR0500_MARKER: DB = BENCH MARK DISK
 GR0500_SETTING: 66 = SET IN ROCK OUTCROP
 GR0500_SP_SET: BLACK OUTCROP
 GR0500_STAMPING: C 173 1935
 GR0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0500+STABILITY: POSITION/ELEVATION WELL
 GR0500
 GR0500  HISTORY     - Date     Condition        Report By
 GR0500  HISTORY     - 1935     MONUMENTED       CGS
 GR0500  HISTORY     - 1950     GOOD             NGS
 GR0500  HISTORY     - 1963     GOOD             NGS
 GR0500
 GR0500                          STATION DESCRIPTION
 GR0500
 GR0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0500'0.6 MI NW FROM MOUTH OF BOULDER WASH.
 GR0500'0.6 MILE NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0500'WASH, IN BOULDER WASH, IN A BLACK OUTCROP AT THE BASE OF THE NORTH
 GR0500'WASH WALL, 64 YARDS NORTH OF AND DIRECTLY ACROSS THE WASH FROM BENCH
 GR0500'MARK B 172, ABOUT 7 FEET HIGHER THAN THE BED OF THE WASH, AND MARKED
 GR0500'BY THE WHITE PAINTED LETTERS BM.
 GR0500
 GR0500                          STATION RECOVERY (1963)
 GR0500
 GR0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0575 ***********************************************************************
 GR0575  DESIGNATION -  C 174
 GR0575  PID         -  GR0575
 GR0575  STATE/COUNTY-  NV/CLARK
 GR0575  USGS QUAD   -  HOOVER DAM (1997)
 GR0575
 GR0575                         *CURRENT SURVEY CONTROL
 GR0575  ___________________________________________________________________
 GR0575* NAD 83(1986)-  36 00 58.     (N)    114 44 25.     (W)     SCALED    
 GR0575* NAVD 88     -       380.139  (meters)    1247.17   (feet)  ADJUSTED  
 GR0575  ___________________________________________________________________
 GR0575  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0575  DYNAMIC HT  -         379.766 (meters)    1245.95  (feet)  COMP
 GR0575  MODELED GRAV-     979,642.0   (mgal)                       NAVD 88
 GR0575
 GR0575  VERT ORDER  -  FIRST     CLASS I
 GR0575
 GR0575.The horizontal coordinates were scaled from a topographic map and have
 GR0575.an estimated accuracy of +/- 6 seconds.
 GR0575
 GR0575.The orthometric height was determined by differential leveling
 GR0575.and adjusted by the National Geodetic Survey in June 1991..
 GR0575
 GR0575.The geoid height was determined by GEOID03.
 GR0575
 GR0575.The dynamic height is computed by dividing the NAVD 88
 GR0575.geopotential number by the normal gravity value computed on the
 GR0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0575.degrees latitude (g = 980.6199 gals.).
 GR0575
 GR0575.The modeled gravity was interpolated from observed gravity values.
 GR0575
 GR0575;                    North         East    Units  Estimated Accuracy
 GR0575;SPC NV E     - 8,140,790.      275,990.      MT  (+/- 180 meters Scaled)
 GR0575
 GR0575                          SUPERSEDED SURVEY CONTROL
 GR0575
 GR0575  NGVD 29 (??/??/92)  379.426  (m)         1244.83   (f) ADJ UNCH    1 1
 GR0575
 GR0575.Superseded values are not recommended for survey control.
 GR0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0575.See file dsdata.txt to determine how the superseded data were derived.
 GR0575
 GR0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV036880(NAD 83)
 GR0575_MARKER: DB = BENCH MARK DISK
 GR0575_SETTING: 66 = SET IN ROCK OUTCROP
 GR0575_SP_SET: ROCK LEDGE
 GR0575_STAMPING: C 174 1935
 GR0575_MARK LOGO: CGS   
 GR0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0575+STABILITY: POSITION/ELEVATION WELL
 GR0575
 GR0575  HISTORY     - Date     Condition        Report By
 GR0575  HISTORY     - 1935     MONUMENTED       CGS
 GR0575  HISTORY     - 1950     GOOD             NGS
 GR0575  HISTORY     - 1963     GOOD             NGS
 GR0575  HISTORY     - 1981     GOOD             NGS
 GR0575  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GR0575
 GR0575                          STATION DESCRIPTION
 GR0575
 GR0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0575'0.1 MI W FROM HOOVER DAM.
 GR0575'257 1/2 FEET WEST ALONG U. S. HIGHWAY 93 FROM THE NORTHWEST (NEVADA)
 GR0575'END OF HOOVER DAM, AT THE EAST SIDE OF A TURNOUT FOR CARS TO FILL WITH
 GR0575'WATER AND AIR, IN THE TOP OF A ROCK LEDGE, 31.5 FEET NORTHWEST OF THE
 GR0575'CENTER LINE OF THE HIGHWAY, AND ABOUT 8 FEET HIGHER THAN THE HIGHWAY.
 GR0575
 GR0575                          STATION RECOVERY (1963)
 GR0575
 GR0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0575'RECOVERED IN GOOD CONDITION.
 GR0575
 GR0575                          STATION RECOVERY (1981)
 GR0575
 GR0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0575'RECOVERED IN GOOD CONDITION.
 GR0575
 GR0575                          STATION RECOVERY (1990)
 GR0575
 GR0575'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0350 ***********************************************************************
 GR0350  DESIGNATION -  C 175
 GR0350  PID         -  GR0350
 GR0350  STATE/COUNTY-  NV/CLARK
 GR0350  USGS QUAD   -  GOLD BUTTE (1984)
 GR0350
 GR0350                         *CURRENT SURVEY CONTROL
 GR0350  ___________________________________________________________________
 GR0350* NAD 83(1986)-  36 17 55.     (N)    114 13 22.     (W)     SCALED    
 GR0350* NAVD 88     -       993.648  (meters)    3259.99   (feet)  POSTED    
 GR0350  ___________________________________________________________________
 GR0350  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 GR0350  DYNAMIC HT  -         992.620 (meters)    3256.62  (feet)  COMP
 GR0350  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 GR0350
 GR0350  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0350
 GR0350.The horizontal coordinates were scaled from a topographic map and have
 GR0350.an estimated accuracy of +/- 6 seconds.
 GR0350
 GR0350.The orthometric height was determined by differential leveling
 GR0350.and adjusted by the National Geodetic Survey in 1992..
 GR0350.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0350.rate of 0.0 thru 1.0 mm/km.
 GR0350
 GR0350.The geoid height was determined by GEOID03.
 GR0350
 GR0350.The dynamic height is computed by dividing the NAVD 88
 GR0350.geopotential number by the normal gravity value computed on the
 GR0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0350.degrees latitude (g = 980.6199 gals.).
 GR0350
 GR0350.The modeled gravity was interpolated from observed gravity values.
 GR0350
 GR0350;                    North         East    Units  Estimated Accuracy
 GR0350;SPC NV E     - 8,172,660.      322,200.      MT  (+/- 180 meters Scaled)
 GR0350
 GR0350                          SUPERSEDED SURVEY CONTROL
 GR0350
 GR0350  NGVD 29 (??/??/92)  992.934  (m)         3257.65   (f) ADJ UNCH    1 1
 GR0350
 GR0350.Superseded values are not recommended for survey control.
 GR0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0350.See file dsdata.txt to determine how the superseded data were derived.
 GR0350
 GR0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA493206(NAD 83)
 GR0350_MARKER: DB = BENCH MARK DISK
 GR0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0350_STAMPING: C 175 1935
 GR0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0350+STABILITY: SURFACE MOTION
 GR0350
 GR0350  HISTORY     - Date     Condition        Report By
 GR0350  HISTORY     - 1935     MONUMENTED       CGS
 GR0350  HISTORY     - 1950     GOOD             NGS
 GR0350  HISTORY     - 1979     GOOD             USGS
 GR0350
 GR0350                          STATION DESCRIPTION
 GR0350
 GR0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0350'2.0 MI NW FROM GOLD BUTTE RANCHHOUSE.
 GR0350'2.0 MILES NORTHWEST ALONG AN ABANDONED ROAD AND GOLD BUTTE WASH FROM
 GR0350'THE GOLD BUTTE RANCHHOUSE, 0.15 MILE NORTH OF A POINT WHERE THE ROAD
 GR0350'ENTERS THE WASH, 165 FEET NORTH OF A PROMINENT RUST COLORED CLIFF, 123
 GR0350'FEET NORTH OF THE CENTER LINE OF THE ROAD, 110 FEET NORTH OF THE NORTH
 GR0350'BANK OF THE WASH, 25 1/2 FEET SOUTHWEST OF THE CENTER LINE OF A DIM
 GR0350'ABANDONED ROAD, 3.4 FEET SOUTH OF A WITNESS POST, ABOUT 4 FEET HIGHER
 GR0350'THAN THE BED OF THE WASH, AND SET IN THE TOP OF A CONCRETE POST
 GR0350'PROJECTING 0.5 FOOT ABOVE GROUND.
 GR0350
 GR0350                          STATION RECOVERY (1979)
 GR0350
 GR0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0350'2.0 MILES NORTHWEST OF ALONG THE ROAD TO GOLD BUTTE WASH FROM THE
 GR0350'ROAD FORK AT GOLD BUTTE, ABOUT 375 FEET SOUTHWEST OF THE ROAD, ABOUT
 GR0350'165 FEET NORTH OF A PROMINENT RUST COLORED BLUFF, 110 FEET NORTH OF
 GR0350'THE NORTH BANK OF THE WASH AND SET IN THE TOP OF A CONCRETE POST
 GR0350'PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0319 ***********************************************************************
 GR0319  DESIGNATION -  C 176
 GR0319  PID         -  GR0319
 GR0319  STATE/COUNTY-  NV/CLARK
 GR0319  USGS QUAD   -  JUMBO PEAK (1983)
 GR0319
 GR0319                         *CURRENT SURVEY CONTROL
 GR0319  ___________________________________________________________________
 GR0319* NAD 83(1986)-  36 08 27.     (N)    114 11 27.     (W)     SCALED    
 GR0319* NAVD 88     -       814.128  (meters)    2671.02   (feet)  POSTED    
 GR0319  ___________________________________________________________________
 GR0319  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GR0319  DYNAMIC HT  -         813.290 (meters)    2668.27  (feet)  COMP
 GR0319  MODELED GRAV-     979,569.9   (mgal)                       NAVD 88
 GR0319
 GR0319  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0319
 GR0319.The horizontal coordinates were scaled from a topographic map and have
 GR0319.an estimated accuracy of +/- 6 seconds.
 GR0319
 GR0319.The orthometric height was determined by differential leveling
 GR0319.and adjusted by the National Geodetic Survey in 1992..
 GR0319.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0319.rate of 0.0 thru 1.0 mm/km.
 GR0319
 GR0319.The geoid height was determined by GEOID03.
 GR0319
 GR0319.The dynamic height is computed by dividing the NAVD 88
 GR0319.geopotential number by the normal gravity value computed on the
 GR0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0319.degrees latitude (g = 980.6199 gals.).
 GR0319
 GR0319.The modeled gravity was interpolated from observed gravity values.
 GR0319
 GR0319;                    North         East    Units  Estimated Accuracy
 GR0319;SPC NV E     - 8,155,190.      325,320.      MT  (+/- 180 meters Scaled)
 GR0319
 GR0319                          SUPERSEDED SURVEY CONTROL
 GR0319
 GR0319  NGVD 29 (??/??/92)  813.400  (m)         2668.63   (f) ADJ UNCH    1 1
 GR0319
 GR0319.Superseded values are not recommended for survey control.
 GR0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0319.See file dsdata.txt to determine how the superseded data were derived.
 GR0319
 GR0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA527032(NAD 83)
 GR0319_MARKER: DB = BENCH MARK DISK
 GR0319_SETTING: 80 = SET IN A BOULDER
 GR0319_SP_SET: BOULDER
 GR0319_STAMPING: C 176 1935
 GR0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0319+STABILITY: SURFACE MOTION
 GR0319
 GR0319  HISTORY     - Date     Condition        Report By
 GR0319  HISTORY     - 1935     MONUMENTED       CGS
 GR0319  HISTORY     - 1950     GOOD             NGS
 GR0319
 GR0319                          STATION DESCRIPTION
 GR0319
 GR0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0319'1.1 MI E FROM LAKE SHORE MINE.
 GR0319'0.4 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, THENCE
 GR0319'0.1 MILE EAST ACROSS A RIDGE, THENCE 0.6 MILE NORTHWEST ALONG A WASH,
 GR0319'IN THE TOP OF A LARGE GRANITE BOULDER IN THE APPROXIMATE CENTER OF THE
 GR0319'WASH, 65 FEET SOUTHWEST OF AND ABOUT 10 FEET LOWER THAN THE MOUTH OF A
 GR0319'SMALL CAVE IN THE NORTHEAST GRANITE WALL OF THE WASH, ABOUT 4 FEET
 GR0319'HIGHER THAN THE BED OF THE WASH, AND MARKED BY THE WHITE PAINTED
 GR0319'LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0618 ***********************************************************************
 HQ0618  DESIGNATION -  C 179
 HQ0618  PID         -  HQ0618
 HQ0618  STATE/COUNTY-  NV/ESMERALDA
 HQ0618  USGS QUAD   -  PAYMASTER RIDGE (1970)
 HQ0618
 HQ0618                         *CURRENT SURVEY CONTROL
 HQ0618  ___________________________________________________________________
 HQ0618* NAD 83(1986)-  37 47 16.     (N)    117 28 48.     (W)     SCALED    
 HQ0618* NAVD 88     -      1386.815  (meters)    4549.91   (feet)  ADJUSTED  
 HQ0618  ___________________________________________________________________
 HQ0618  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 HQ0618  DYNAMIC HT  -        1385.335 (meters)    4545.05  (feet)  COMP
 HQ0618  MODELED GRAV-     979,514.1   (mgal)                       NAVD 88
 HQ0618
 HQ0618  VERT ORDER  -  SECOND    CLASS 0
 HQ0618
 HQ0618.The horizontal coordinates were scaled from a topographic map and have
 HQ0618.an estimated accuracy of +/- 6 seconds.
 HQ0618
 HQ0618.The orthometric height was determined by differential leveling
 HQ0618.and adjusted by the National Geodetic Survey in June 1991..
 HQ0618
 HQ0618.The geoid height was determined by GEOID03.
 HQ0618
 HQ0618.The dynamic height is computed by dividing the NAVD 88
 HQ0618.geopotential number by the normal gravity value computed on the
 HQ0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0618.degrees latitude (g = 980.6199 gals.).
 HQ0618
 HQ0618.The modeled gravity was interpolated from observed gravity values.
 HQ0618
 HQ0618;                    North         East    Units  Estimated Accuracy
 HQ0618;SPC NV W     - 4,337,620.      897,180.      MT  (+/- 180 meters Scaled)
 HQ0618
 HQ0618                          SUPERSEDED SURVEY CONTROL
 HQ0618
 HQ0618  NGVD 29 (??/??/92) 1385.743  (m)         4546.39   (f) ADJ UNCH    2 0
 HQ0618
 HQ0618.Superseded values are not recommended for survey control.
 HQ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0618.See file dsdata.txt to determine how the superseded data were derived.
 HQ0618
 HQ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB577823(NAD 83)
 HQ0618_MARKER: DB = BENCH MARK DISK
 HQ0618_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0618_SP_SET: ROCK OUTCROP
 HQ0618_STAMPING: C 179 1958
 HQ0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0618+STABILITY: POSITION/ELEVATION WELL
 HQ0618
 HQ0618  HISTORY     - Date     Condition        Report By
 HQ0618  HISTORY     - 1958     MONUMENTED       CGS
 HQ0618
 HQ0618                          STATION DESCRIPTION
 HQ0618
 HQ0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0618'15.2 MI E FROM SILVER PEAK.
 HQ0618'2.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE SUBSTATION AT
 HQ0618'SILVER PEAK, THENCE 13.05 MILES EAST ALONG A DIRT ROAD, 0.75
 HQ0618'MILE SOUTHEAST OF A SHARP CURVE, IN THE TOP OF A 7-BY 20-FOOT
 HQ0618'HARD WHITE SANDSTONE OUTCROP WHICH PROJECTS 1 1/2 FEET ABOVE
 HQ0618'THE GROUND, 33 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HQ0618'AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0371 ***********************************************************************
 HQ0371  DESIGNATION -  C 180
 HQ0371  PID         -  HQ0371
 HQ0371  STATE/COUNTY-  NV/ESMERALDA
 HQ0371  USGS QUAD   -  OASIS DIVIDE (1987)
 HQ0371
 HQ0371                         *CURRENT SURVEY CONTROL
 HQ0371  ___________________________________________________________________
 HQ0371* NAD 83(1986)-  37 31 56.     (N)    117 46 59.     (W)     SCALED    
 HQ0371* NAVD 88     -      1912.767  (meters)    6275.47   (feet)  ADJUSTED  
 HQ0371  ___________________________________________________________________
 HQ0371  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 HQ0371  DYNAMIC HT  -        1910.479 (meters)    6267.96  (feet)  COMP
 HQ0371  MODELED GRAV-     979,365.7   (mgal)                       NAVD 88
 HQ0371
 HQ0371  VERT ORDER  -  SECOND    CLASS 0
 HQ0371
 HQ0371.The horizontal coordinates were scaled from a topographic map and have
 HQ0371.an estimated accuracy of +/- 6 seconds.
 HQ0371
 HQ0371.The orthometric height was determined by differential leveling
 HQ0371.and adjusted by the National Geodetic Survey in June 1991..
 HQ0371
 HQ0371.The geoid height was determined by GEOID03.
 HQ0371
 HQ0371.The dynamic height is computed by dividing the NAVD 88
 HQ0371.geopotential number by the normal gravity value computed on the
 HQ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0371.degrees latitude (g = 980.6199 gals.).
 HQ0371
 HQ0371.The modeled gravity was interpolated from observed gravity values.
 HQ0371
 HQ0371;                    North         East    Units  Estimated Accuracy
 HQ0371;SPC NV W     - 4,308,990.      870,730.      MT  (+/- 180 meters Scaled)
 HQ0371
 HQ0371                          SUPERSEDED SURVEY CONTROL
 HQ0371
 HQ0371  NGVD 29 (??/??/92) 1911.581  (m)         6271.58   (f) ADJ UNCH    2 0
 HQ0371
 HQ0371.Superseded values are not recommended for survey control.
 HQ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0371.See file dsdata.txt to determine how the superseded data were derived.
 HQ0371
 HQ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB308542(NAD 83)
 HQ0371_MARKER: DB = BENCH MARK DISK
 HQ0371_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0371_SP_SET: ROCK OUTCROP
 HQ0371_STAMPING: C 180 1958
 HQ0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0371+STABILITY: POSITION/ELEVATION WELL
 HQ0371
 HQ0371  HISTORY     - Date     Condition        Report By
 HQ0371  HISTORY     - 1958     MONUMENTED       CGS
 HQ0371  HISTORY     - 1985     GOOD             USGS
 HQ0371
 HQ0371                          STATION DESCRIPTION
 HQ0371
 HQ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0371'8.1 MI NE FROM OASIS RANCH.
 HQ0371'2.0 MILES EAST ALONG STATE ROUTE 63 FROM THE T JUNCTION OF THE
 HQ0371'ENTRANCE ROAD TO OASIS RANCH, THENCE 6.1 MILES NORTHEAST ALONG
 HQ0371'A DIRT ROAD, ON THE INSIDE OF A CURVE, DIRECTLY ACROSS THE ROAD
 HQ0371'FROM A TWIN JOSHUA TREE WITH A TRUCK TIRE WIRED TO ONE FORK, IN
 HQ0371'THE TOP OF A 3-BY 4-FOOT BROWNISH-GRAY LAVA OUTCROP WHICH
 HQ0371'PROJECTS 1.0 FOOT ABOVE THE GROUND, 18 FEET WEST OF THE CENTER
 HQ0371'LINE OF THE ROAD, 60 YARDS SOUTH OF A POINT WHERE A TELEPHONE
 HQ0371'LINE CROSSES THE ROAD, 21 FEET EAST OF A TRIPLE-FORKED JOSHUA
 HQ0371'TREE, AND 3 FEET HIGHER THAN THE ROAD.
 HQ0371
 HQ0371                          STATION RECOVERY (1985)
 HQ0371
 HQ0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HQ0371'2.0 MILES EAST ALONG CALIFORNIA STATE ROUTE 168 FROM THE JUNCTION OF
 HQ0371'CALIF. STATE HWY. 168 AND 266, THENCE 6.1 MILES NORTHEAST ALONG A
 HQ0371'DIRT ROAD, ON THE INSIDE OF A CURVE, DIRECTLY ACROSS THE ROAD FROM A
 HQ0371'TWIN JOSHUA TREE WITH A TRUCK TIRE WIRED TO ONE FORK, IN THE TOP OF A
 HQ0371'3 X 4 FOOT BROWNISH-GREY LAVA OUTCROP WHICH PROJECT 1.0 FOOT ABOVE
 HQ0371'THE GROUND, 18 FEET WEST OF THE CENTERLINE OF THE ROAD, 60 YARDS
 HQ0371'SOUTH OF A POINT WHERE A TELEPHONE LINE CROSSES THE ROAD, 21 FEET
 HQ0371'EAST OF A TRIPLE-FORKED JOSHUA TREE, AND 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0597 ***********************************************************************
 HQ0597  DESIGNATION -  C 182
 HQ0597  PID         -  HQ0597
 HQ0597  STATE/COUNTY-  NV/ESMERALDA
 HQ0597  USGS QUAD   -  ALKALI (1970)
 HQ0597
 HQ0597                         *CURRENT SURVEY CONTROL
 HQ0597  ___________________________________________________________________
 HQ0597* NAD 83(1986)-  37 50 25.     (N)    117 18 06.     (W)     SCALED    
 HQ0597* NAVD 88     -      1514.311  (meters)    4968.20   (feet)  ADJUSTED  
 HQ0597  ___________________________________________________________________
 HQ0597  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 HQ0597  DYNAMIC HT  -        1512.660 (meters)    4962.79  (feet)  COMP
 HQ0597  MODELED GRAV-     979,486.6   (mgal)                       NAVD 88
 HQ0597
 HQ0597  VERT ORDER  -  SECOND    CLASS 0
 HQ0597
 HQ0597.The horizontal coordinates were scaled from a topographic map and have
 HQ0597.an estimated accuracy of +/- 6 seconds.
 HQ0597
 HQ0597.The orthometric height was determined by differential leveling
 HQ0597.and adjusted by the National Geodetic Survey in June 1991..
 HQ0597
 HQ0597.The geoid height was determined by GEOID03.
 HQ0597
 HQ0597.The dynamic height is computed by dividing the NAVD 88
 HQ0597.geopotential number by the normal gravity value computed on the
 HQ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0597.degrees latitude (g = 980.6199 gals.).
 HQ0597
 HQ0597.The modeled gravity was interpolated from observed gravity values.
 HQ0597
 HQ0597;                    North         East    Units  Estimated Accuracy
 HQ0597;SPC NV W     - 4,343,650.      912,810.      MT  (+/- 180 meters Scaled)
 HQ0597
 HQ0597                          SUPERSEDED SURVEY CONTROL
 HQ0597
 HQ0597  NGVD 29 (??/??/92) 1513.208  (m)         4964.58   (f) ADJ UNCH    2 0
 HQ0597
 HQ0597.Superseded values are not recommended for survey control.
 HQ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0597.See file dsdata.txt to determine how the superseded data were derived.
 HQ0597
 HQ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB734881(NAD 83)
 HQ0597_MARKER: DB = BENCH MARK DISK
 HQ0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0597_STAMPING: C 182 1958
 HQ0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0597+STABILITY: SURFACE MOTION
 HQ0597
 HQ0597  HISTORY     - Date     Condition        Report By
 HQ0597  HISTORY     - 1958     MONUMENTED       CGS
 HQ0597
 HQ0597                          STATION DESCRIPTION
 HQ0597
 HQ0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0597'12.4 MI N FROM GOLDFIELD.
 HQ0597'8.5 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0597'AT GOLDFIELD, THENCE 3.95 MILES WEST ALONG A DIRT ROAD, 0.2
 HQ0597'MILE EAST OF THE CENTER OF A CURVE AND THE Y JUNCTION OF A DIM
 HQ0597'DIRT ROAD WEST, 40 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HQ0597'2.4 FEET WEST OF A WITNESS POST, LEVEL WITH THE ROAD, AND SET
 HQ0597'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 HQ0597'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0150 ***********************************************************************
 LQ0150  DESIGNATION -  C 183
 LQ0150  PID         -  LQ0150
 LQ0150  STATE/COUNTY-  NV/ELKO
 LQ0150  USGS QUAD   -  SPRING GULCH (1972)
 LQ0150
 LQ0150                         *CURRENT SURVEY CONTROL
 LQ0150  ___________________________________________________________________
 LQ0150* NAD 83(1986)-  40 36 13.     (N)    114 07 55.     (W)     SCALED    
 LQ0150* NAVD 88     -      1392.568  (meters)    4568.78   (feet)  ADJUSTED  
 LQ0150  ___________________________________________________________________
 LQ0150  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 LQ0150  DYNAMIC HT  -        1391.449 (meters)    4565.11  (feet)  COMP
 LQ0150  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 LQ0150
 LQ0150  VERT ORDER  -  SECOND    CLASS 0
 LQ0150
 LQ0150.The horizontal coordinates were scaled from a topographic map and have
 LQ0150.an estimated accuracy of +/- 6 seconds.
 LQ0150
 LQ0150.The orthometric height was determined by differential leveling
 LQ0150.and adjusted by the National Geodetic Survey in June 1991..
 LQ0150
 LQ0150.The geoid height was determined by GEOID03.
 LQ0150
 LQ0150.The dynamic height is computed by dividing the NAVD 88
 LQ0150.geopotential number by the normal gravity value computed on the
 LQ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0150.degrees latitude (g = 980.6199 gals.).
 LQ0150
 LQ0150.The modeled gravity was interpolated from observed gravity values.
 LQ0150
 LQ0150;                    North         East    Units  Estimated Accuracy
 LQ0150;SPC NV E     - 8,650,640.      322,830.      MT  (+/- 180 meters Scaled)
 LQ0150
 LQ0150                          SUPERSEDED SURVEY CONTROL
 LQ0150
 LQ0150  NGVD 29 (??/??/92) 1391.568  (m)         4565.50   (f) ADJ UNCH    2 0
 LQ0150
 LQ0150.Superseded values are not recommended for survey control.
 LQ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0150.See file dsdata.txt to determine how the superseded data were derived.
 LQ0150
 LQ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE426987(NAD 83)
 LQ0150_MARKER: DB = BENCH MARK DISK
 LQ0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LQ0150_SP_SET: CULVERT
 LQ0150_STAMPING: C 183 1958
 LQ0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0150
 LQ0150  HISTORY     - Date     Condition        Report By
 LQ0150  HISTORY     - 1958     MONUMENTED       CGS
 LQ0150
 LQ0150                          STATION DESCRIPTION
 LQ0150
 LQ0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0150'10.45 MI S FROM WENDOVER, UT.
 LQ0150'10.45 MILES SOUTH ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE JUNCTION OF
 LQ0150'U.S. HIGHWAY 40 AT WENDOVER, AT 4 1/2- 12-FOOT CONCRETE BOX CULVERT C
 LQ0150'353+75, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL, 22
 LQ0150'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 LQ0150'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0029 ***********************************************************************
 JQ0029  DESIGNATION -  C 184
 JQ0029  PID         -  JQ0029
 JQ0029  STATE/COUNTY-  NV/NYE
 JQ0029  USGS QUAD   -  WARM SPRINGS NW (1968)
 JQ0029
 JQ0029                         *CURRENT SURVEY CONTROL
 JQ0029  ___________________________________________________________________
 JQ0029* NAD 83(1986)-  38 10 20.     (N)    116 24 41.     (W)     SCALED    
 JQ0029* NAVD 88     -      1836.445  (meters)    6025.07   (feet)  ADJUSTED  
 JQ0029  ___________________________________________________________________
 JQ0029  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 JQ0029  DYNAMIC HT  -        1834.406 (meters)    6018.38  (feet)  COMP
 JQ0029  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 JQ0029
 JQ0029  VERT ORDER  -  FIRST     CLASS II
 JQ0029
 JQ0029.The horizontal coordinates were scaled from a topographic map and have
 JQ0029.an estimated accuracy of +/- 6 seconds.
 JQ0029
 JQ0029.The orthometric height was determined by differential leveling
 JQ0029.and adjusted by the National Geodetic Survey in June 1991..
 JQ0029
 JQ0029.The geoid height was determined by GEOID03.
 JQ0029
 JQ0029.The dynamic height is computed by dividing the NAVD 88
 JQ0029.geopotential number by the normal gravity value computed on the
 JQ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0029.degrees latitude (g = 980.6199 gals.).
 JQ0029
 JQ0029.The modeled gravity was interpolated from observed gravity values.
 JQ0029
 JQ0029;                    North         East    Units  Estimated Accuracy
 JQ0029;SPC NV C     - 6,379,750.      522,370.      MT  (+/- 180 meters Scaled)
 JQ0029
 JQ0029                          SUPERSEDED SURVEY CONTROL
 JQ0029
 JQ0029  NGVD 29 (??/??/92) 1835.318  (m)         6021.37   (f) ADJ UNCH    1 2
 JQ0029
 JQ0029.Superseded values are not recommended for survey control.
 JQ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0029.See file dsdata.txt to determine how the superseded data were derived.
 JQ0029
 JQ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC515250(NAD 83)
 JQ0029_MARKER: DB = BENCH MARK DISK
 JQ0029_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0029_SP_SET: SET IN ROCK OUTCROP
 JQ0029_STAMPING: C 184 1958
 JQ0029_MARK LOGO: CGS   
 JQ0029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0029+STABILITY: POSITION/ELEVATION WELL
 JQ0029
 JQ0029  HISTORY     - Date     Condition        Report By
 JQ0029  HISTORY     - 1958     MONUMENTED       CGS
 JQ0029  HISTORY     - 1984     GOOD             NGS
 JQ0029
 JQ0029                          STATION DESCRIPTION
 JQ0029
 JQ0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JQ0029'3.2 MI SW FROM WARM SPRINGS.
 JQ0029'3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE T JUNCTION OF STATE
 JQ0029'HIGHWAY 25 AT WARM SPRINGS, 120 YARDS SOUTHWEST OF THE WEST END OF 3
 JQ0029'BY 2 FOOT CONCRETE BOX CULVERT A 645/50, ON THE WEST EDGE OF A WASH,
 JQ0029'IN THE TOP OF THE SOUTH END OF A LONG OUTCROP ABOUT LEVEL WITH THE
 JQ0029'GROUND, 109 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 26 FEET
 JQ0029'SOUTH-SOUTHWEST OF A LONE JUNIPER TREE, AND LEVEL WITH THE HIGHWAY.
 JQ0029
 JQ0029                          STATION RECOVERY (1984)
 JQ0029
 JQ0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0029'RECOVERED IN GOOD CONDITION.  ADD--0.1 KM (0.05 MI) EAST OF
 JQ0029'MILEPOST 48, 5.8 METERS (19 FT) WEST OF BENCH MARK Z 34, STATE HIGHWAY
 JQ0029'25 AT WARM SPRINGS IS NOW STATE HIGHWAY 375.
 JQ0029'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 JQ0029'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0061 ***********************************************************************
 JQ0061  DESIGNATION -  C 185
 JQ0061  PID         -  JQ0061
 JQ0061  STATE/COUNTY-  NV/NYE
 JQ0061  USGS QUAD   -  ECHO CANYON (1980)
 JQ0061
 JQ0061                         *CURRENT SURVEY CONTROL
 JQ0061  ___________________________________________________________________
 JQ0061* NAD 83(1986)-  38 09 49.     (N)    116 01 08.     (W)     SCALED    
 JQ0061* NAVD 88     -      1512.960  (meters)    4963.77   (feet)  ADJUSTED  
 JQ0061  ___________________________________________________________________
 JQ0061  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 JQ0061  DYNAMIC HT  -        1511.343 (meters)    4958.46  (feet)  COMP
 JQ0061  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 JQ0061
 JQ0061  VERT ORDER  -  SECOND    CLASS 0
 JQ0061
 JQ0061.The horizontal coordinates were scaled from a topographic map and have
 JQ0061.an estimated accuracy of +/- 6 seconds.
 JQ0061
 JQ0061.The orthometric height was determined by differential leveling
 JQ0061.and adjusted by the National Geodetic Survey in June 1991..
 JQ0061
 JQ0061.The geoid height was determined by GEOID03.
 JQ0061
 JQ0061.The dynamic height is computed by dividing the NAVD 88
 JQ0061.geopotential number by the normal gravity value computed on the
 JQ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0061.degrees latitude (g = 980.6199 gals.).
 JQ0061
 JQ0061.The modeled gravity was interpolated from observed gravity values.
 JQ0061
 JQ0061;                    North         East    Units  Estimated Accuracy
 JQ0061;SPC NV C     - 6,378,960.      556,760.      MT  (+/- 180 meters Scaled)
 JQ0061
 JQ0061                          SUPERSEDED SURVEY CONTROL
 JQ0061
 JQ0061  NGVD 29 (??/??/92) 1511.910  (m)         4960.32   (f) ADJ UNCH    2 0
 JQ0061
 JQ0061.Superseded values are not recommended for survey control.
 JQ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0061.See file dsdata.txt to determine how the superseded data were derived.
 JQ0061
 JQ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC859244(NAD 83)
 JQ0061_MARKER: DB = BENCH MARK DISK
 JQ0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0061_STAMPING: C 185 1958
 JQ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0061+STABILITY: SURFACE MOTION
 JQ0061
 JQ0061  HISTORY     - Date     Condition        Report By
 JQ0061  HISTORY     - 1958     MONUMENTED       CGS
 JQ0061
 JQ0061                          STATION DESCRIPTION
 JQ0061
 JQ0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JQ0061'20.3 MI E FROM WARM SPRINGS.
 JQ0061'15.5 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S.
 JQ0061'HIGHWAY 6 AT WARM SPRINGS, THENCE 4.8 MILES NORTHEAST ALONG A DIRT
 JQ0061'ROAD, 78 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.6 FEET
 JQ0061'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 JQ0061'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0154 ***********************************************************************
 JP0154  DESIGNATION -  C 186
 JP0154  PID         -  JP0154
 JP0154  STATE/COUNTY-  NV/NYE
 JP0154  USGS QUAD   -  CROWS NEST (1990)
 JP0154
 JP0154                         *CURRENT SURVEY CONTROL
 JP0154  ___________________________________________________________________
 JP0154* NAD 83(1986)-  38 20 19.     (N)    115 38 50.     (W)     SCALED    
 JP0154* NAVD 88     -      1478.728  (meters)    4851.46   (feet)  ADJUSTED  
 JP0154  ___________________________________________________________________
 JP0154  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 JP0154  DYNAMIC HT  -        1477.180 (meters)    4846.38  (feet)  COMP
 JP0154  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 JP0154
 JP0154  VERT ORDER  -  SECOND    CLASS 0
 JP0154
 JP0154.The horizontal coordinates were scaled from a topographic map and have
 JP0154.an estimated accuracy of +/- 6 seconds.
 JP0154
 JP0154.The orthometric height was determined by differential leveling
 JP0154.and adjusted by the National Geodetic Survey in June 1991..
 JP0154
 JP0154.The geoid height was determined by GEOID03.
 JP0154
 JP0154.The dynamic height is computed by dividing the NAVD 88
 JP0154.geopotential number by the normal gravity value computed on the
 JP0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0154.degrees latitude (g = 980.6199 gals.).
 JP0154
 JP0154.The modeled gravity was interpolated from observed gravity values.
 JP0154
 JP0154;                    North         East    Units  Estimated Accuracy
 JP0154;SPC NV C     - 6,398,680.      589,120.      MT  (+/- 180 meters Scaled)
 JP0154
 JP0154                          SUPERSEDED SURVEY CONTROL
 JP0154
 JP0154  NGVD 29 (??/??/92) 1477.675  (m)         4848.01   (f) ADJ UNCH    2 0
 JP0154
 JP0154.Superseded values are not recommended for survey control.
 JP0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0154.See file dsdata.txt to determine how the superseded data were derived.
 JP0154
 JP0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC182442(NAD 83)
 JP0154_MARKER: DB = BENCH MARK DISK
 JP0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0154_STAMPING: C 186 1958
 JP0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0154+STABILITY: SURFACE MOTION
 JP0154
 JP0154  HISTORY     - Date     Condition        Report By
 JP0154  HISTORY     - 1958     MONUMENTED       CGS
 JP0154
 JP0154                          STATION DESCRIPTION
 JP0154
 JP0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0154'7.65 MI NE FROM NYALA.
 JP0154'7.65 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0154'NYALA, AT THE Y JUNCTION OF A DIRT ROAD WEST, 61 FEET WEST OF THE
 JP0154'CENTER LINE OF THE GRAVEL ROAD, 64 FEET NORTH OF THE CENTER LINE OF
 JP0154'THE DIRT ROAD WEST, 86 FEET SOUTH OF THE CENTER OF A DEEP WASH, 62
 JP0154'FEET NORTHWEST OF THE NORTHEAST POINT OF THE INTERSECTION TRIANGLE,
 JP0154'1.7 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 JP0154'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 JP0154'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0518 ***********************************************************************
 HQ0518  DESIGNATION -  C 187
 HQ0518  PID         -  HQ0518
 HQ0518  STATE/COUNTY-  NV/NYE
 HQ0518  USGS QUAD   -  FREDS WELL (1987)
 HQ0518
 HQ0518                         *CURRENT SURVEY CONTROL
 HQ0518  ___________________________________________________________________
 HQ0518* NAD 83(1986)-  37 58 10.     (N)    116 02 27.     (W)     SCALED    
 HQ0518* NAVD 88     -      1488.526  (meters)    4883.61   (feet)  ADJUSTED  
 HQ0518  ___________________________________________________________________
 HQ0518  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 HQ0518  DYNAMIC HT  -        1486.904 (meters)    4878.28  (feet)  COMP
 HQ0518  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 HQ0518
 HQ0518  VERT ORDER  -  SECOND    CLASS 0
 HQ0518
 HQ0518.The horizontal coordinates were scaled from a topographic map and have
 HQ0518.an estimated accuracy of +/- 6 seconds.
 HQ0518
 HQ0518.The orthometric height was determined by differential leveling
 HQ0518.and adjusted by the National Geodetic Survey in June 1991..
 HQ0518
 HQ0518.The geoid height was determined by GEOID03.
 HQ0518
 HQ0518.The dynamic height is computed by dividing the NAVD 88
 HQ0518.geopotential number by the normal gravity value computed on the
 HQ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0518.degrees latitude (g = 980.6199 gals.).
 HQ0518
 HQ0518.The modeled gravity was interpolated from observed gravity values.
 HQ0518
 HQ0518;                    North         East    Units  Estimated Accuracy
 HQ0518;SPC NV C     - 6,357,400.      554,990.      MT  (+/- 180 meters Scaled)
 HQ0518
 HQ0518                          SUPERSEDED SURVEY CONTROL
 HQ0518
 HQ0518  NGVD 29 (??/??/92) 1487.504  (m)         4880.25   (f) ADJ UNCH    2 0
 HQ0518
 HQ0518.Superseded values are not recommended for survey control.
 HQ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0518.See file dsdata.txt to determine how the superseded data were derived.
 HQ0518
 HQ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC842028(NAD 83)
 HQ0518_MARKER: DB = BENCH MARK DISK
 HQ0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0518_STAMPING: C 187 1958
 HQ0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0518+STABILITY: SURFACE MOTION
 HQ0518
 HQ0518  HISTORY     - Date     Condition        Report By
 HQ0518  HISTORY     - 1958     MONUMENTED       CGS
 HQ0518
 HQ0518                          STATION DESCRIPTION
 HQ0518
 HQ0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0518'4.6 MI NE FROM REED MAINTENANCE STA.
 HQ0518'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED
 HQ0518'MAINTENANCE STATION, THENCE 2.1 MILES NORTHEAST ALONG A DIRT
 HQ0518'ROAD, THENCE 2.15 MILES NORTH ALONG A DIRT ROAD, 58 FEET WEST
 HQ0518'OF THE CENTER LINE OF THE ROAD, 36 FEET EAST OF THE EAST EDGE
 HQ0518'OF A SMALL ALKALI FLAT, 1.6 FEET NORTH OF A WITNESS POST, ABOUT
 HQ0518'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HQ0518'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0089 ***********************************************************************
 JP0089  DESIGNATION -  C 188
 JP0089  PID         -  JP0089
 JP0089  STATE/COUNTY-  NV/NYE
 JP0089  USGS QUAD   -  CURRANT (1990)
 JP0089
 JP0089                         *CURRENT SURVEY CONTROL
 JP0089  ___________________________________________________________________
 JP0089* NAD 83(1986)-  38 44 36.     (N)    115 28 23.     (W)     SCALED    
 JP0089* NAVD 88     -      1580.983  (meters)    5186.94   (feet)  ADJUSTED  
 JP0089  ___________________________________________________________________
 JP0089  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 JP0089  DYNAMIC HT  -        1579.353 (meters)    5181.59  (feet)  COMP
 JP0089  MODELED GRAV-     979,542.1   (mgal)                       NAVD 88
 JP0089
 JP0089  VERT ORDER  -  FIRST     CLASS II
 JP0089
 JP0089.The horizontal coordinates were scaled from a topographic map and have
 JP0089.an estimated accuracy of +/- 6 seconds.
 JP0089
 JP0089.The orthometric height was determined by differential leveling
 JP0089.and adjusted by the National Geodetic Survey in June 1991..
 JP0089
 JP0089.The geoid height was determined by GEOID03.
 JP0089
 JP0089.The dynamic height is computed by dividing the NAVD 88
 JP0089.geopotential number by the normal gravity value computed on the
 JP0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0089.degrees latitude (g = 980.6199 gals.).
 JP0089
 JP0089.The modeled gravity was interpolated from observed gravity values.
 JP0089
 JP0089;                    North         East    Units  Estimated Accuracy
 JP0089;SPC NV C     - 6,443,780.      603,760.      MT  (+/- 180 meters Scaled)
 JP0089
 JP0089                          SUPERSEDED SURVEY CONTROL
 JP0089
 JP0089  NGVD 29 (??/??/92) 1579.853  (m)         5183.23   (f) ADJ UNCH    1 2
 JP0089
 JP0089.Superseded values are not recommended for survey control.
 JP0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0089.See file dsdata.txt to determine how the superseded data were derived.
 JP0089
 JP0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC327894(NAD 83)
 JP0089_MARKER: DB = BENCH MARK DISK
 JP0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0089_STAMPING: C 188 1958
 JP0089_MARK LOGO: CGS   
 JP0089_PROJECTION: RECESSED 3 CENTIMETERS
 JP0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0089+STABILITY: SURFACE MOTION
 JP0089
 JP0089  HISTORY     - Date     Condition        Report By
 JP0089  HISTORY     - 1958     MONUMENTED       CGS
 JP0089  HISTORY     - 1984     GOOD             NGS
 JP0089
 JP0089                          STATION DESCRIPTION
 JP0089
 JP0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0089'IN CURRANT.
 JP0089'AT CURRANT, 77 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF U. S.
 JP0089'HIGHWAY 6 AND STATE HIGHWAY 20, AT AN ANGLE IN A FENCE LINE, 41 1/2
 JP0089'FEET EAST OF THE CENTER LINE OF U. S. HIGHWAY 6, 177.5 FEET NORTHEAST
 JP0089'OF THE NORTHEAST CORNER OF THE GARRETT RANCH BAR AND CAFE BUILDING, 15
 JP0089'FEET SOUTH OF THE SOUTH END OF A GATE, 1.4 FEET WEST OF A FENCE, 1.6
 JP0089'FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAYS, AND
 JP0089'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 JP0089'GROUND.
 JP0089
 JP0089                          STATION RECOVERY (1984)
 JP0089
 JP0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JP0089'RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 JP0089'STATE HIGHWAY 20 IS NOW STATE HIGHWAY 379.
 JP0089'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JP0089'THE MARK IS 0.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0116 ***********************************************************************
 JP0116  DESIGNATION -  C 189
 JP0116  PID         -  JP0116
 JP0116  STATE/COUNTY-  NV/NYE
 JP0116  USGS QUAD   -  WATER GAP WEST (1985)
 JP0116
 JP0116                         *CURRENT SURVEY CONTROL
 JP0116  ___________________________________________________________________
 JP0116* NAD 83(1986)-  38 06 09.     (N)    115 29 38.     (W)     SCALED    
 JP0116* NAVD 88     -      1673.605  (meters)    5490.82   (feet)  ADJUSTED  
 JP0116  ___________________________________________________________________
 JP0116  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 JP0116  DYNAMIC HT  -        1671.747 (meters)    5484.72  (feet)  COMP
 JP0116  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 JP0116
 JP0116  VERT ORDER  -  SECOND    CLASS 0
 JP0116
 JP0116.The horizontal coordinates were scaled from a topographic map and have
 JP0116.an estimated accuracy of +/- 6 seconds.
 JP0116
 JP0116.The orthometric height was determined by differential leveling
 JP0116.and adjusted by the National Geodetic Survey in June 1991..
 JP0116
 JP0116.The geoid height was determined by GEOID03.
 JP0116
 JP0116.The dynamic height is computed by dividing the NAVD 88
 JP0116.geopotential number by the normal gravity value computed on the
 JP0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0116.degrees latitude (g = 980.6199 gals.).
 JP0116
 JP0116.The modeled gravity was interpolated from observed gravity values.
 JP0116
 JP0116;                    North         East    Units  Estimated Accuracy
 JP0116;SPC NV C     - 6,372,630.      602,860.      MT  (+/- 180 meters Scaled)
 JP0116
 JP0116                          SUPERSEDED SURVEY CONTROL
 JP0116
 JP0116  NGVD 29 (??/??/92) 1672.495  (m)         5487.18   (f) ADJ UNCH    2 0
 JP0116
 JP0116.Superseded values are not recommended for survey control.
 JP0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0116.See file dsdata.txt to determine how the superseded data were derived.
 JP0116
 JP0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC320182(NAD 83)
 JP0116_MARKER: DB = BENCH MARK DISK
 JP0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0116_STAMPING: C 189 1958
 JP0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0116+STABILITY: SURFACE MOTION
 JP0116
 JP0116  HISTORY     - Date     Condition        Report By
 JP0116  HISTORY     - 1958     MONUMENTED       CGS
 JP0116
 JP0116                          STATION DESCRIPTION
 JP0116
 JP0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0116'5.2 MI E FROM SHARP.
 JP0116'0.1 MILE NORTHEAST ALONG A DIRT ROAD FROM THE UHLAJDE RANCHHOUSE AT
 JP0116'SHARP, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 4.9 MILES EAST
 JP0116'ALONG A DIRT ROAD LEADING TO PIOCHE, 72 FEET NORTH OF THE CENTER LINE
 JP0116'OF THE ROAD, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 JP0116'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 JP0116'THE GROUND.  NOTE-- THIS MARK IS ANCHORED TO UNDERGROUND BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0229 ***********************************************************************
 MU0229  DESIGNATION -  C 19
 MU0229  PID         -  MU0229
 MU0229  STATE/COUNTY-  NV/HUMBOLDT
 MU0229  USGS QUAD   -  ANDORNO RANCH (1982)
 MU0229
 MU0229                         *CURRENT SURVEY CONTROL
 MU0229  ___________________________________________________________________
 MU0229* NAD 83(1986)-  41 23 31.     (N)    117 46 45.     (W)     SCALED    
 MU0229* NAVD 88     -      1430.816  (meters)    4694.27   (feet)  ADJUSTED  
 MU0229  ___________________________________________________________________
 MU0229  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 MU0229  DYNAMIC HT  -        1429.781 (meters)    4690.87  (feet)  COMP
 MU0229  MODELED GRAV-     979,849.9   (mgal)                       NAVD 88
 MU0229
 MU0229  VERT ORDER  -  FIRST     CLASS II
 MU0229
 MU0229.The horizontal coordinates were scaled from a topographic map and have
 MU0229.an estimated accuracy of +/- 6 seconds.
 MU0229
 MU0229.The orthometric height was determined by differential leveling
 MU0229.and adjusted by the National Geodetic Survey in June 1991..
 MU0229.WARNING-Repeat measurements at this control monument indicate possible
 MU0229.vertical movement.
 MU0229
 MU0229.The geoid height was determined by GEOID03.
 MU0229
 MU0229.The dynamic height is computed by dividing the NAVD 88
 MU0229.geopotential number by the normal gravity value computed on the
 MU0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0229.degrees latitude (g = 980.6199 gals.).
 MU0229
 MU0229.The modeled gravity was interpolated from observed gravity values.
 MU0229
 MU0229;                    North         East    Units  Estimated Accuracy
 MU0229;SPC NV W     - 4,737,480.      867,250.      MT  (+/- 180 meters Scaled)
 MU0229
 MU0229                          SUPERSEDED SURVEY CONTROL
 MU0229
 MU0229  NGVD 29 (??/??/92) 1429.724  (m)         4690.69   (f) ADJ UNCH    1 2
 MU0229
 MU0229.Superseded values are not recommended for survey control.
 MU0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0229.See file dsdata.txt to determine how the superseded data were derived.
 MU0229
 MU0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF348825(NAD 83)
 MU0229_MARKER: DB = BENCH MARK DISK
 MU0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0229_STAMPING: 4690.542 C 19 1931
 MU0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0229+STABILITY: SURFACE MOTION
 MU0229
 MU0229  HISTORY     - Date     Condition        Report By
 MU0229  HISTORY     - 1931     MONUMENTED       CGS
 MU0229  HISTORY     - 1934     POOR             NGS
 MU0229  HISTORY     - 1984     MARK NOT FOUND   NGS
 MU0229
 MU0229                          STATION DESCRIPTION
 MU0229
 MU0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MU0229'30.6 MI N FROM WINNEMUCCA.
 MU0229'30.6 MILES NORTH ALONG THE HIGHWAY FROM WINNEMUCCA, HUMBOLDT COUNTY,
 MU0229'AT THE INTERSECTION OF THE DENIO AND MCDERMITT HIGHWAYS, 40 FEET WEST
 MU0229'OF THE CENTERLINE OF THE MCDERMITT HIGHWAY, AND 37 FEET NORTH OF THE
 MU0229'CENTERLINE OF THE DENIO HIGHWAY.  A STANDARD DISK, STAMPED 4690.542 C
 MU0229'19 1931 AND SET IN THE TOP OF A CONCRETE POST.
 MU0229
 MU0229                          STATION RECOVERY (1984)
 MU0229
 MU0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0229'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0263 ***********************************************************************
 LQ0263  DESIGNATION -  C 190
 LQ0263  PID         -  LQ0263
 LQ0263  STATE/COUNTY-  NV/WHITE PINE
 LQ0263  USGS QUAD   -  GOSHUTE LAKE SOUTH (1982)
 LQ0263
 LQ0263                         *CURRENT SURVEY CONTROL
 LQ0263  ___________________________________________________________________
 LQ0263* NAD 83(1986)-  40 00 54.     (N)    114 44 31.     (W)     SCALED    
 LQ0263* NAVD 88     -      1784.569  (meters)    5854.87   (feet)  ADJUSTED  
 LQ0263  ___________________________________________________________________
 LQ0263  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 LQ0263  DYNAMIC HT  -        1782.817 (meters)    5849.13  (feet)  COMP
 LQ0263  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 LQ0263
 LQ0263  VERT ORDER  -  SECOND    CLASS 0
 LQ0263
 LQ0263.The horizontal coordinates were scaled from a topographic map and have
 LQ0263.an estimated accuracy of +/- 6 seconds.
 LQ0263
 LQ0263.The orthometric height was determined by differential leveling
 LQ0263.and adjusted by the National Geodetic Survey in June 1991..
 LQ0263
 LQ0263.The geoid height was determined by GEOID03.
 LQ0263
 LQ0263.The dynamic height is computed by dividing the NAVD 88
 LQ0263.geopotential number by the normal gravity value computed on the
 LQ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0263.degrees latitude (g = 980.6199 gals.).
 LQ0263
 LQ0263.The modeled gravity was interpolated from observed gravity values.
 LQ0263
 LQ0263;                    North         East    Units  Estimated Accuracy
 LQ0263;SPC NV E     - 8,584,620.      271,830.      MT  (+/- 180 meters Scaled)
 LQ0263
 LQ0263                          SUPERSEDED SURVEY CONTROL
 LQ0263
 LQ0263  NGVD 29 (??/??/92) 1783.362  (m)         5850.91   (f) ADJ UNCH    2 0
 LQ0263
 LQ0263.Superseded values are not recommended for survey control.
 LQ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0263.See file dsdata.txt to determine how the superseded data were derived.
 LQ0263
 LQ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE927318(NAD 83)
 LQ0263_MARKER: DB = BENCH MARK DISK
 LQ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0263_STAMPING: C 190 1958
 LQ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0263+STABILITY: SURFACE MOTION
 LQ0263
 LQ0263  HISTORY     - Date     Condition        Report By
 LQ0263  HISTORY     - 1958     MONUMENTED       CGS
 LQ0263
 LQ0263                          STATION DESCRIPTION
 LQ0263
 LQ0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0263'9.9 MI SW FROM LAGES STATION.
 LQ0263'6.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 93 AND 50 ALTERNATE FROM THE
 LQ0263'JUNCTION OF U. S. HIGHWAY 93 AT LAGES STATION, THENCE 3.7 MILES WEST
 LQ0263'ALONG A DIRT ROAD, 0.65 MILE EAST OF THE CROSSING OF THE NEVADA
 LQ0263'NORTHERN RAILWAY, 0.4 MILE WEST OF AN ABANDONED BRIDGE OVER A WASH, 36
 LQ0263'FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTH OF A WITNESS
 LQ0263'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LQ0263'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0183 ***********************************************************************
 LQ0183  DESIGNATION -  C 191
 LQ0183  PID         -  LQ0183
 LQ0183  STATE/COUNTY-  NV/ELKO
 LQ0183  USGS QUAD   -  WHITE HORSE MOUNTAIN (1982)
 LQ0183
 LQ0183                         *CURRENT SURVEY CONTROL
 LQ0183  ___________________________________________________________________
 LQ0183* NAD 83(1986)-  40 18 09.     (N)    114 20 38.     (W)     SCALED    
 LQ0183* NAVD 88     -      1708.900  (meters)    5606.62   (feet)  ADJUSTED  
 LQ0183  ___________________________________________________________________
 LQ0183  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 LQ0183  DYNAMIC HT  -        1707.350 (meters)    5601.53  (feet)  COMP
 LQ0183  MODELED GRAV-     979,658.0   (mgal)                       NAVD 88
 LQ0183
 LQ0183  VERT ORDER  -  SECOND    CLASS 0
 LQ0183
 LQ0183.The horizontal coordinates were scaled from a topographic map and have
 LQ0183.an estimated accuracy of +/- 6 seconds.
 LQ0183
 LQ0183.The orthometric height was determined by differential leveling
 LQ0183.and adjusted by the National Geodetic Survey in June 1991..
 LQ0183
 LQ0183.The geoid height was determined by GEOID03.
 LQ0183
 LQ0183.The dynamic height is computed by dividing the NAVD 88
 LQ0183.geopotential number by the normal gravity value computed on the
 LQ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0183.degrees latitude (g = 980.6199 gals.).
 LQ0183
 LQ0183.The modeled gravity was interpolated from observed gravity values.
 LQ0183
 LQ0183;                    North         East    Units  Estimated Accuracy
 LQ0183;SPC NV E     - 8,616,940.      305,360.      MT  (+/- 180 meters Scaled)
 LQ0183
 LQ0183                          SUPERSEDED SURVEY CONTROL
 LQ0183
 LQ0183  NGVD 29 (??/??/92) 1707.777  (m)         5602.93   (f) ADJ UNCH    2 0
 LQ0183
 LQ0183.Superseded values are not recommended for survey control.
 LQ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0183.See file dsdata.txt to determine how the superseded data were derived.
 LQ0183
 LQ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE257647(NAD 83)
 LQ0183_MARKER: DB = BENCH MARK DISK
 LQ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0183_STAMPING: C 191 1958
 LQ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0183+STABILITY: SURFACE MOTION
 LQ0183
 LQ0183  HISTORY     - Date     Condition        Report By
 LQ0183  HISTORY     - 1958     MONUMENTED       CGS
 LQ0183
 LQ0183                          STATION DESCRIPTION
 LQ0183
 LQ0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0183'10.25 MI NE FROM BOONE SPRINGS.
 LQ0183'10.25 MILES NORTHEAST ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE UTOCO
 LQ0183'SERVICE STATION AT BOONE SPRINGS, 40.4 FEET NORTH OF THE NORTHEAST END
 LQ0183'OF THE NORTHWEST CONCRETE HEAD WALL OF 24-INCH PIPE CULVERT 915+00, 40
 LQ0183'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET NORTHEAST OF
 LQ0183'THE CENTER OF A SMALL BLADED DRAINAGE DITCH, 33 FEET SOUTHEAST OF THE
 LQ0183'CENTER OF A 20-FOOT WIDE DRAINAGE DITCH, 3.1 FEET SOUTHEAST OF A
 LQ0183'WITNESS POST, 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF
 LQ0183'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0324 ***********************************************************************
 MT0324  DESIGNATION -  C 192
 MT0324  PID         -  MT0324
 MT0324  STATE/COUNTY-  NV/ELKO
 MT0324  USGS QUAD   -  WINE CUP RANCH (1968)
 MT0324
 MT0324                         *CURRENT SURVEY CONTROL
 MT0324  ___________________________________________________________________
 MT0324* NAD 83(1986)-  41 25 02.     (N)    114 40 52.     (W)     SCALED    
 MT0324* NAVD 88     -      1697.560  (meters)    5569.41   (feet)  ADJUSTED  
 MT0324  ___________________________________________________________________
 MT0324  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 MT0324  DYNAMIC HT  -        1696.232 (meters)    5565.05  (feet)  COMP
 MT0324  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 MT0324
 MT0324  VERT ORDER  -  SECOND    CLASS 0
 MT0324
 MT0324.The horizontal coordinates were scaled from a topographic map and have
 MT0324.an estimated accuracy of +/- 6 seconds.
 MT0324
 MT0324.The orthometric height was determined by differential leveling
 MT0324.and adjusted by the National Geodetic Survey in June 1991..
 MT0324
 MT0324.The geoid height was determined by GEOID03.
 MT0324
 MT0324.The dynamic height is computed by dividing the NAVD 88
 MT0324.geopotential number by the normal gravity value computed on the
 MT0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0324.degrees latitude (g = 980.6199 gals.).
 MT0324
 MT0324.The modeled gravity was interpolated from observed gravity values.
 MT0324
 MT0324;                    North         East    Units  Estimated Accuracy
 MT0324;SPC NV E     - 8,740,370.      275,420.      MT  (+/- 180 meters Scaled)
 MT0324
 MT0324                          SUPERSEDED SURVEY CONTROL
 MT0324
 MT0324  NGVD 29 (??/??/92) 1696.416  (m)         5565.66   (f) ADJ UNCH    2 0
 MT0324
 MT0324.Superseded values are not recommended for survey control.
 MT0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0324.See file dsdata.txt to determine how the superseded data were derived.
 MT0324
 MT0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF937876(NAD 83)
 MT0324_MARKER: DB = BENCH MARK DISK
 MT0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0324_STAMPING: C 192 1958
 MT0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0324+STABILITY: SURFACE MOTION
 MT0324
 MT0324  HISTORY     - Date     Condition        Report By
 MT0324  HISTORY     - 1958     MONUMENTED       CGS
 MT0324
 MT0324                          STATION DESCRIPTION
 MT0324
 MT0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0324'4.9 MI E FROM WILKINS.
 MT0324'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0324'POST AT WILKINS, THENCE 4.2 MILES SOUTHEAST AND EAST ALONG A GRAVEL
 MT0324'ROAD, IN LINE WITH A ROW OF TELEPHONE POLES, AT THE Y JUNCTION OF A
 MT0324'GRAVEL ROAD SOUTHWEST, 47 1/2 FEET NORTH OF THE CENTER OF THE JUNCTION
 MT0324'AND THE CENTER LINE OF THE MAIN ROAD, 93 FEET EAST OF A TELEPHONE
 MT0324'POLE, 65 FEET WEST OF A TELEPHONE POLE, 1.9 FEET SOUTH OF A WITNESS
 MT0324'POST, 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MT0324'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0196 ***********************************************************************
 JP0196  DESIGNATION -  C 196
 JP0196  PID         -  JP0196
 JP0196  STATE/COUNTY-  NV/NYE
 JP0196  USGS QUAD   -  CROWS NEST (1990)
 JP0196
 JP0196                         *CURRENT SURVEY CONTROL
 JP0196  ___________________________________________________________________
 JP0196* NAD 83(1986)-  38 16 28.     (N)    115 38 15.     (W)     SCALED    
 JP0196* NAVD 88     -      1650.962  (meters)    5416.53   (feet)  ADJUSTED  
 JP0196  ___________________________________________________________________
 JP0196  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 JP0196  DYNAMIC HT  -        1649.169 (meters)    5410.65  (feet)  COMP
 JP0196  MODELED GRAV-     979,484.6   (mgal)                       NAVD 88
 JP0196
 JP0196  VERT ORDER  -  SECOND    CLASS 0
 JP0196
 JP0196.The horizontal coordinates were scaled from a topographic map and have
 JP0196.an estimated accuracy of +/- 6 seconds.
 JP0196
 JP0196.The orthometric height was determined by differential leveling
 JP0196.and adjusted by the National Geodetic Survey in June 1991..
 JP0196
 JP0196.The geoid height was determined by GEOID03.
 JP0196
 JP0196.The dynamic height is computed by dividing the NAVD 88
 JP0196.geopotential number by the normal gravity value computed on the
 JP0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0196.degrees latitude (g = 980.6199 gals.).
 JP0196
 JP0196.The modeled gravity was interpolated from observed gravity values.
 JP0196
 JP0196;                    North         East    Units  Estimated Accuracy
 JP0196;SPC NV C     - 6,391,570.      590,050.      MT  (+/- 180 meters Scaled)
 JP0196
 JP0196                          SUPERSEDED SURVEY CONTROL
 JP0196
 JP0196  NGVD 29 (??/??/92) 1649.864  (m)         5412.93   (f) ADJ UNCH    2 0
 JP0196
 JP0196.Superseded values are not recommended for survey control.
 JP0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0196.See file dsdata.txt to determine how the superseded data were derived.
 JP0196
 JP0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC191371(NAD 83)
 JP0196_MARKER: DB = BENCH MARK DISK
 JP0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0196_STAMPING: C 196 1958
 JP0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0196+STABILITY: SURFACE MOTION
 JP0196
 JP0196  HISTORY     - Date     Condition        Report By
 JP0196  HISTORY     - 1958     MONUMENTED       CGS
 JP0196
 JP0196                          STATION DESCRIPTION
 JP0196
 JP0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0196'6.1 MI NE FROM NYALA.
 JP0196'3.1 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE SHARP RANCHHOUSE AT
 JP0196'NYALA, THENCE 3.0 MILES EAST ALONG A DIRT ROAD, 0.35 MILE SOUTHEAST OF
 JP0196'THE JUNCTION OF A GRAVELED ROAD NORTH TO CURRANT, 29 FEET NORTHEAST OF
 JP0196'THE CENTER LINE OF THE ROAD, 248 FEET SOUTHEAST OF THE APPROXIMATE
 JP0196'CENTER OF A CURVE, 61 FEET SOUTHWEST OF THE BASE OF A RIDGE, 1.9 FEET
 JP0196'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 JP0196'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0306 ***********************************************************************
 MU0306  DESIGNATION -  C 197
 MU0306  PID         -  MU0306
 MU0306  STATE/COUNTY-  NV/HUMBOLDT
 MU0306  USGS QUAD   -  BUCKSKIN MOUNTAIN (1991)
 MU0306
 MU0306                         *CURRENT SURVEY CONTROL
 MU0306  ___________________________________________________________________
 MU0306* NAD 83(1986)-  41 45 42.     (N)    117 32 56.     (W)     SCALED    
 MU0306* NAVD 88     -      2130.720  (meters)    6990.54   (feet)  ADJUSTED  
 MU0306  ___________________________________________________________________
 MU0306  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 MU0306  DYNAMIC HT  -        2129.033 (meters)    6985.00  (feet)  COMP
 MU0306  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 MU0306
 MU0306  VERT ORDER  -  SECOND    CLASS 0
 MU0306
 MU0306.The horizontal coordinates were scaled from a topographic map and have
 MU0306.an estimated accuracy of +/- 6 seconds.
 MU0306
 MU0306.The orthometric height was determined by differential leveling
 MU0306.and adjusted by the National Geodetic Survey in June 1991..
 MU0306
 MU0306.The geoid height was determined by GEOID03.
 MU0306
 MU0306.The dynamic height is computed by dividing the NAVD 88
 MU0306.geopotential number by the normal gravity value computed on the
 MU0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0306.degrees latitude (g = 980.6199 gals.).
 MU0306
 MU0306.The modeled gravity was interpolated from observed gravity values.
 MU0306
 MU0306;                    North         East    Units  Estimated Accuracy
 MU0306;SPC NV W     - 4,778,750.      886,020.      MT  (+/- 180 meters Scaled)
 MU0306
 MU0306                          SUPERSEDED SURVEY CONTROL
 MU0306
 MU0306  NGVD 29 (??/??/92) 2129.473  (m)         6986.45   (f) ADJ UNCH    2 0
 MU0306
 MU0306.Superseded values are not recommended for survey control.
 MU0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0306.See file dsdata.txt to determine how the superseded data were derived.
 MU0306
 MU0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG543234(NAD 83)
 MU0306_MARKER: DB = BENCH MARK DISK
 MU0306_SETTING: 66 = SET IN ROCK OUTCROP
 MU0306_SP_SET: SET IN ROCK OUTCROP
 MU0306_STAMPING: C 197 1963
 MU0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0306+STABILITY: POSITION/ELEVATION WELL
 MU0306
 MU0306  HISTORY     - Date     Condition        Report By
 MU0306  HISTORY     - 1963     MONUMENTED       CGS
 MU0306
 MU0306                          STATION DESCRIPTION
 MU0306
 MU0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0306'26.35 MI SE FROM MCDERMITT.
 MU0306'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0306'LINE AT MCDERMITT, THENCE 12.35 MILES EAST ALONG BUCKSKIN ROAD, ON THE
 MU0306'OUTSIDE OF A SWITCHBACK, IN THE TOP OF A MASSIVE OUTCROP, 45 FEET
 MU0306'NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET HIGHER THAN
 MU0306'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0173 ***********************************************************************
 MU0173  DESIGNATION -  C 198
 MU0173  PID         -  MU0173
 MU0173  STATE/COUNTY-  NV/HUMBOLDT
 MU0173  USGS QUAD   -  CAPITOL PEAK (1980)
 MU0173
 MU0173                         *CURRENT SURVEY CONTROL
 MU0173  ___________________________________________________________________
 MU0173* NAD 83(1986)-  41 47 12.     (N)    117 18 20.     (W)     SCALED    
 MU0173* NAVD 88     -      2022.253  (meters)    6634.68   (feet)  ADJUSTED  
 MU0173  ___________________________________________________________________
 MU0173  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 MU0173  DYNAMIC HT  -        2020.671 (meters)    6629.48  (feet)  COMP
 MU0173  MODELED GRAV-     979,767.2   (mgal)                       NAVD 88
 MU0173
 MU0173  VERT ORDER  -  SECOND    CLASS 0
 MU0173
 MU0173.The horizontal coordinates were scaled from a topographic map and have
 MU0173.an estimated accuracy of +/- 6 seconds.
 MU0173
 MU0173.The orthometric height was determined by differential leveling
 MU0173.and adjusted by the National Geodetic Survey in June 1991..
 MU0173
 MU0173.The geoid height was determined by GEOID03.
 MU0173
 MU0173.The dynamic height is computed by dividing the NAVD 88
 MU0173.geopotential number by the normal gravity value computed on the
 MU0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0173.degrees latitude (g = 980.6199 gals.).
 MU0173
 MU0173.The modeled gravity was interpolated from observed gravity values.
 MU0173
 MU0173;                    North         East    Units  Estimated Accuracy
 MU0173;SPC NV W     - 4,781,790.      906,210.      MT  (+/- 180 meters Scaled)
 MU0173
 MU0173                          SUPERSEDED SURVEY CONTROL
 MU0173
 MU0173  NGVD 29 (??/??/92) 2021.024  (m)         6630.64   (f) ADJ UNCH    2 0
 MU0173
 MU0173.Superseded values are not recommended for survey control.
 MU0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0173.See file dsdata.txt to determine how the superseded data were derived.
 MU0173
 MU0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG746261(NAD 83)
 MU0173_MARKER: DB = BENCH MARK DISK
 MU0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0173_STAMPING: C 198 1963
 MU0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0173+STABILITY: SURFACE MOTION
 MU0173
 MU0173  HISTORY     - Date     Condition        Report By
 MU0173  HISTORY     - 1963     MONUMENTED       CGS
 MU0173
 MU0173                          STATION DESCRIPTION
 MU0173
 MU0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0173'47.0 MI E FROM MCDERMITT.
 MU0173'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0173'LINE AT MCDERMITT, THENCE 17.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0173'THENCE 15.85 MILES NORTHEAST ALONG A DIRT ROAD, 31 FEET SOUTHEAST OF
 MU0173'THE CENTER LINE OF THE ROAD, 4.0 FEET NORTHEAST OF A WITNESS POST,
 MU0173'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 MU0173'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0372 ***********************************************************************
 LQ0372  DESIGNATION -  C 199
 LQ0372  PID         -  LQ0372
 LQ0372  STATE/COUNTY-  NV/ELKO
 LQ0372  USGS QUAD   -  JIGGS (1985)
 LQ0372
 LQ0372                         *CURRENT SURVEY CONTROL
 LQ0372  ___________________________________________________________________
 LQ0372* NAD 83(1986)-  40 25 15.     (N)    115 42 11.     (W)     SCALED    
 LQ0372* NAVD 88     -      1652.697  (meters)    5422.22   (feet)  ADJUSTED  
 LQ0372  ___________________________________________________________________
 LQ0372  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 LQ0372  DYNAMIC HT  -        1651.209 (meters)    5417.34  (feet)  COMP
 LQ0372  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 LQ0372
 LQ0372  VERT ORDER  -  SECOND    CLASS 0
 LQ0372
 LQ0372.The horizontal coordinates were scaled from a topographic map and have
 LQ0372.an estimated accuracy of +/- 6 seconds.
 LQ0372
 LQ0372.The orthometric height was determined by differential leveling
 LQ0372.and adjusted by the National Geodetic Survey in June 1991..
 LQ0372
 LQ0372.The geoid height was determined by GEOID03.
 LQ0372
 LQ0372.The dynamic height is computed by dividing the NAVD 88
 LQ0372.geopotential number by the normal gravity value computed on the
 LQ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0372.degrees latitude (g = 980.6199 gals.).
 LQ0372
 LQ0372.The modeled gravity was interpolated from observed gravity values.
 LQ0372
 LQ0372;                    North         East    Units  Estimated Accuracy
 LQ0372;SPC NV E     - 8,629,340.      189,840.      MT  (+/- 180 meters Scaled)
 LQ0372
 LQ0372                          SUPERSEDED SURVEY CONTROL
 LQ0372
 LQ0372  NGVD 29 (??/??/92) 1651.571  (m)         5418.53   (f) ADJ UNCH    2 0
 LQ0372
 LQ0372.Superseded values are not recommended for survey control.
 LQ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0372.See file dsdata.txt to determine how the superseded data were derived.
 LQ0372
 LQ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE100752(NAD 83)
 LQ0372_MARKER: DB = BENCH MARK DISK
 LQ0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0372_SP_SET: ABUTMENT
 LQ0372_STAMPING: C 199 1963
 LQ0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0372
 LQ0372  HISTORY     - Date     Condition        Report By
 LQ0372  HISTORY     - 1963     MONUMENTED       CGS
 LQ0372
 LQ0372                          STATION DESCRIPTION
 LQ0372
 LQ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0372'2.35 MI W FROM JIGGS.
 LQ0372'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0372'JIGGS, THENCE 2.05 MILES WEST ALONG THE LITTLE PORTER CREEK ROAD, 0.1
 LQ0372'MILE SOUTHWEST OF THE JUNCTION OF A DRIVE NORTH TO THE EL JIGGS RANCH,
 LQ0372'0.15 MILE EAST OF A WOODEN BRIDGE OVER A CREEK, IN THE TOP OF THE
 LQ0372'SOUTH END OF THE WEST ABUTMENT OF A CATTLE GUARD, 8 1/2 FEET SOUTH OF
 LQ0372'THE CENTER LINE OF THE ROAD AND ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0650 ***********************************************************************
 MT0650  DESIGNATION -  C 2
 MT0650  PID         -  MT0650
 MT0650  STATE/COUNTY-  NV/ELKO
 MT0650  USGS QUAD   -  ANNIE CREEK (1986)
 MT0650
 MT0650                         *CURRENT SURVEY CONTROL
 MT0650  ___________________________________________________________________
 MT0650* NAD 83(1994)-  41 38 09.09941(N)    115 31 01.69195(W)     ADJUSTED  
 MT0650* NAVD 88     -      1832.454  (meters)    6011.98   (feet)  ADJUSTED  
 MT0650  ___________________________________________________________________
 MT0650  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 MT0650  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 MT0650  DYNAMIC HT  -        1830.966 (meters)    6007.09  (feet)  COMP
 MT0650  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 MT0650
 MT0650  HORZ ORDER  -  SECOND
 MT0650  VERT ORDER  -  SECOND    CLASS 0
 MT0650
 MT0650.The horizontal coordinates were established by classical geodetic methods
 MT0650.and adjusted by the National Geodetic Survey in June 1998..
 MT0650.No horizontal observational check was made to the station.
 MT0650
 MT0650.The orthometric height was determined by differential leveling
 MT0650.and adjusted by the National Geodetic Survey in June 1991..
 MT0650
 MT0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0650
 MT0650.The geoid height was determined by GEOID03.
 MT0650
 MT0650.The dynamic height is computed by dividing the NAVD 88
 MT0650.geopotential number by the normal gravity value computed on the
 MT0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0650.degrees latitude (g = 980.6199 gals.).
 MT0650
 MT0650.The modeled gravity was interpolated from observed gravity values.
 MT0650
 MT0650;                    North         East     Units Scale Factor Converg.
 MT0650;SPC NV E     - 8,764,259.400   205,515.051   MT  0.99990037   +0 02 38.3
 MT0650;SPC NV E     -28,754,074.38    674,260.63   sFT  0.99990037   +0 02 38.3
 MT0650;UTM  11      - 4,610,409.548   623,506.513   MT  0.99978771   +0 59 07.2
 MT0650
 MT0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0650!SPC NV E     -   0.99971522  x   0.99990037  =   0.99961562
 MT0650!UTM  11      -   0.99971522  x   0.99978771  =   0.99950299
 MT0650
 MT0650                          SUPERSEDED SURVEY CONTROL
 MT0650
 MT0650  NAD 83(1986)-  41 38 09.09490(N)    115 31 01.68687(W) AD(       ) 2
 MT0650  NAD 27      -  41 38 09.41833(N)    115 30 58.43265(W) AD(       ) 2
 MT0650  NGVD 29 (??/??/92) 1831.208  (m)         6007.89   (f) ADJ UNCH    2 0
 MT0650
 MT0650.Superseded values are not recommended for survey control.
 MT0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0650.See file dsdata.txt to determine how the superseded data were derived.
 MT0650
 MT0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG2350710410(NAD 83)
 MT0650_MARKER: DD = SURVEY DISK
 MT0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0650_STAMPING: C-2 1933
 MT0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0650+STABILITY: SURFACE MOTION
 MT0650
 MT0650  HISTORY     - Date     Condition        Report By
 MT0650  HISTORY     - 1948     MONUMENTED       USGS
 MT0650  HISTORY     - 1934     GOOD             NGS
 MT0650
 MT0650                          STATION DESCRIPTION
 MT0650
 MT0650'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 MT0650'TO REACH THE STATION FROM THE CHARLESTON POST OFFICE GO EASTERLY
 MT0650'ABOUT 1/2 MILE TO THE DEETH-JARBIDGE ROAD AND STATION.
 MT0650'
 MT0650'MARK IS A STANDARD BRONZE BENCH MARK OF THE U.S.
 MT0650'GEOLOGICAL SURVEY SET IN A 6 IN X 6 IN CONCRETE POST PROJECTING
 MT0650'ABOUT 4 INCHES, 2 FEET NORTH OF A CATTLE GUARD.  IT IS STAMPED
 MT0650'C 2 6008 FT 1933.
 MT0650
 MT0650                          STATION RECOVERY (1934)
 MT0650
 MT0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MT0650'1.5 MI N FROM CHARLESTON.
 MT0650'1.5 MILES NORTH OF PUMTY RANCH HOUSE AT CHARLESTON 15 FEET SOUTH OF
 MT0650'GATE LEADING TO HORACE SHIVELYS FARM HOUSE.  3 FEET EAST OF FENCE
 MT0650'LINE.  70 FEET WEST OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0006 ***********************************************************************
 MV0006  DESIGNATION -  C 20
 MV0006  PID         -  MV0006
 MV0006  STATE/COUNTY-  NV/HUMBOLDT
 MV0006  USGS QUAD   -  BILK CREEK RESERVOIR (1990)
 MV0006
 MV0006                         *CURRENT SURVEY CONTROL
 MV0006  ___________________________________________________________________
 MV0006* NAD 83(1986)-  41 41 16.     (N)    118 29 09.     (W)     SCALED    
 MV0006* NAVD 88     -      1324.857  (meters)    4346.64   (feet)  ADJUSTED  
 MV0006  ___________________________________________________________________
 MV0006  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 MV0006  DYNAMIC HT  -        1323.963 (meters)    4343.70  (feet)  COMP
 MV0006  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 MV0006
 MV0006  VERT ORDER  -  FIRST     CLASS II
 MV0006
 MV0006.The horizontal coordinates were scaled from a topographic map and have
 MV0006.an estimated accuracy of +/- 6 seconds.
 MV0006
 MV0006.The orthometric height was determined by differential leveling
 MV0006.and adjusted by the National Geodetic Survey in June 1991..
 MV0006
 MV0006.The geoid height was determined by GEOID03.
 MV0006
 MV0006.The dynamic height is computed by dividing the NAVD 88
 MV0006.geopotential number by the normal gravity value computed on the
 MV0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0006.degrees latitude (g = 980.6199 gals.).
 MV0006
 MV0006.The modeled gravity was interpolated from observed gravity values.
 MV0006
 MV0006;                    North         East    Units  Estimated Accuracy
 MV0006;SPC NV W     - 4,770,030.      808,120.      MT  (+/- 180 meters Scaled)
 MV0006
 MV0006                          SUPERSEDED SURVEY CONTROL
 MV0006
 MV0006  NGVD 29 (??/??/92) 1323.767  (m)         4343.06   (f) ADJ UNCH    1 2
 MV0006
 MV0006.Superseded values are not recommended for survey control.
 MV0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0006.See file dsdata.txt to determine how the superseded data were derived.
 MV0006
 MV0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG763161(NAD 83)
 MV0006_MARKER: DB = BENCH MARK DISK
 MV0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0006_STAMPING: 4343.039 C 20 1931
 MV0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0006+STABILITY: SURFACE MOTION
 MV0006
 MV0006  HISTORY     - Date     Condition        Report By
 MV0006  HISTORY     - 1931     MONUMENTED       CGS
 MV0006  HISTORY     - 1960     GOOD             USGS
 MV0006
 MV0006                          STATION DESCRIPTION
 MV0006
 MV0006'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MV0006'22.9 MI SE FROM DENIO.
 MV0006'IN HUMBOLDT COUNTY, NEVADA, 22.9 MILES SOUTHEAST ALONG THE OLD HIGHWAY
 MV0006'FROM DENIO, HARNEY COUNTY, OREGON, 8.0 MILES NORTH OF THE QUINN RIVER
 MV0006'CROSSING RANCH, 300 FEET NORTH OF THE SUMMIT OF THE RIDGE, AND 36 FEET
 MV0006'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 MV0006'4343.039 C 20 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1042 ***********************************************************************
 KR1042  DESIGNATION -  C 200
 KR1042  PID         -  KR1042
 KR1042  STATE/COUNTY-  NV/LYON
 KR1042  USGS QUAD   -  FLOWERY PEAK (1994)
 KR1042
 KR1042                         *CURRENT SURVEY CONTROL
 KR1042  ___________________________________________________________________
 KR1042* NAD 83(1986)-  39 16 24.     (N)    119 33 55.     (W)     SCALED    
 KR1042* NAVD 88     -      1327.84   (+/-2cm)    4356.4    (feet)  VERTCON   
 KR1042  ___________________________________________________________________
 KR1042  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR1042
 KR1042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1042
 KR1042.The horizontal coordinates were scaled from a topographic map and have
 KR1042.an estimated accuracy of +/- 6 seconds.
 KR1042
 KR1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1042.The vertical order pertains to the NGVD 29 superseded value.
 KR1042
 KR1042.The geoid height was determined by GEOID03.
 KR1042
 KR1042;                    North         East    Units  Estimated Accuracy
 KR1042;SPC NV W     - 4,502,400.      715,270.      MT  (+/- 180 meters Scaled)
 KR1042
 KR1042                          SUPERSEDED SURVEY CONTROL
 KR1042
 KR1042  NGVD 29 (??/??/92) 1326.785  (m)         4352.96   (f) ADJ UNCH    2 0
 KR1042
 KR1042.Superseded values are not recommended for survey control.
 KR1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1042.See file dsdata.txt to determine how the superseded data were derived.
 KR1042
 KR1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD787502(NAD 83)
 KR1042_MARKER: DB = BENCH MARK DISK
 KR1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1042_STAMPING: C 200 1935
 KR1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1042+STABILITY: SURFACE MOTION
 KR1042
 KR1042  HISTORY     - Date     Condition        Report By
 KR1042  HISTORY     - 1935     MONUMENTED       CGS
 KR1042  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1042  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1042
 KR1042                          STATION DESCRIPTION
 KR1042
 KR1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR1042'3 MI NE FROM DAYTON.
 KR1042'3 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM DAYTON, LYON COUNTY, 80
 KR1042'FEET NORTH OF THE CENTER OF THE CROSSING OF A ROAD LEADING TO THE
 KR1042'SUTRO RANCH, 49 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 77 FEET
 KR1042'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C
 KR1042'200 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KR1042
 KR1042                          STATION RECOVERY (1967)
 KR1042
 KR1042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1042'MARK NOT FOUND.
 KR1042
 KR1042                          STATION RECOVERY (2003)
 KR1042
 KR1042'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0812 ***********************************************************************
 KR0812  DESIGNATION -  C 201
 KR0812  PID         -  KR0812
 KR0812  STATE/COUNTY-  NV/STOREY
 KR0812  USGS QUAD   -  MARTIN CANYON (1985)
 KR0812
 KR0812                         *CURRENT SURVEY CONTROL
 KR0812  ___________________________________________________________________
 KR0812* NAD 83(1986)-  39 29 28.     (N)    119 24 49.     (W)     SCALED    
 KR0812* NAVD 88     -      1610.87   (+/-2cm)    5285.0    (feet)  VERTCON   
 KR0812  ___________________________________________________________________
 KR0812  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 KR0812
 KR0812  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0812
 KR0812.The horizontal coordinates were scaled from a topographic map and have
 KR0812.an estimated accuracy of +/- 6 seconds.
 KR0812
 KR0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0812.The vertical order pertains to the NGVD 29 superseded value.
 KR0812
 KR0812.The geoid height was determined by GEOID03.
 KR0812
 KR0812;                    North         East    Units  Estimated Accuracy
 KR0812;SPC NV W     - 4,526,450.      728,580.      MT  (+/- 180 meters Scaled)
 KR0812
 KR0812                          SUPERSEDED SURVEY CONTROL
 KR0812
 KR0812  NGVD 29 (??/??/92) 1609.786  (m)         5281.44   (f) ADJ UNCH    2 0
 KR0812
 KR0812.Superseded values are not recommended for survey control.
 KR0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0812.See file dsdata.txt to determine how the superseded data were derived.
 KR0812
 KR0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD924740(NAD 83)
 KR0812_MARKER: DB = BENCH MARK DISK
 KR0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0812_STAMPING: C 201 1935
 KR0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0812+STABILITY: SURFACE MOTION
 KR0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0812+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2001
 KR0812
 KR0812  HISTORY     - Date     Condition        Report By
 KR0812  HISTORY     - 1935     MONUMENTED       CGS
 KR0812  HISTORY     - 20010403 GOOD             NVGS
 KR0812
 KR0812                          STATION DESCRIPTION
 KR0812
 KR0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0812'7.9 MI SE FROM CLARK.
 KR0812'7.9 MILES SOUTHEAST OF, BY ROAD.  TO REACH FROM CLARK GO 7.9 MILES
 KR0812'SOUTHEAST ALONG ROAD TO RAMSEY.  AT NORTH END OF DEEP DRAW.  66.7 FEET
 KR0812'EAST OF CURVE TURNING WEST.  27.1 FEET NORTHWEST OF CENTERLINE OF
 KR0812'ROAD.
 KR0812
 KR0812                          STATION RECOVERY (2001)
 KR0812
 KR0812'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0318 ***********************************************************************
 JR0318  DESIGNATION -  C 202
 JR0318  PID         -  JR0318
 JR0318  STATE/COUNTY-  NV/LYON
 JR0318  USGS QUAD   -  WILSON CANYON (1986)
 JR0318
 JR0318                         *CURRENT SURVEY CONTROL
 JR0318  ___________________________________________________________________
 JR0318* NAD 83(1986)-  38 50 16.     (N)    119 09 59.     (W)     SCALED    
 JR0318* NAVD 88     -      1379.83   (+/-2cm)    4527.0    (feet)  VERTCON   
 JR0318  ___________________________________________________________________
 JR0318  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 JR0318
 JR0318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0318
 JR0318.The horizontal coordinates were scaled from a topographic map and have
 JR0318.an estimated accuracy of +/- 6 seconds.
 JR0318
 JR0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0318.The vertical order pertains to the NGVD 29 superseded value.
 JR0318
 JR0318.The geoid height was determined by GEOID03.
 JR0318
 JR0318;                    North         East    Units  Estimated Accuracy
 JR0318;SPC NV W     - 4,453,750.      749,380.      MT  (+/- 180 meters Scaled)
 JR0318
 JR0318                          SUPERSEDED SURVEY CONTROL
 JR0318
 JR0318  NGVD 29 (??/??/92) 1378.745  (m)         4523.43   (f) ADJ UNCH    2 0
 JR0318
 JR0318.Superseded values are not recommended for survey control.
 JR0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0318.See file dsdata.txt to determine how the superseded data were derived.
 JR0318
 JR0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD119010(NAD 83)
 JR0318_MARKER: DB = BENCH MARK DISK
 JR0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0318_STAMPING: C 202 1935
 JR0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0318+STABILITY: SURFACE MOTION
 JR0318
 JR0318  HISTORY     - Date     Condition        Report By
 JR0318  HISTORY     - 1935     MONUMENTED       CGS
 JR0318  HISTORY     - 1984     MARK NOT FOUND   USGS
 JR0318
 JR0318                          STATION DESCRIPTION
 JR0318
 JR0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0318'11.9 MI S FROM YERINGTON.
 JR0318'0.2 MILE SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE AT
 JR0318'YERINGTON, LYON COUNTY, THENCE 11.7 MILES SOUTH ALONG STATE
 JR0318'HIGHWAY 3, 192 FEET EAST OF THE J.G. MC GOWAN FARMHOUSE, 56 FEET
 JR0318'SOUTH OF THE SERVANTS QUARTERS, AT THE JUNCTION OF A ROAD LEADING
 JR0318'TO THE FARMHOUSE, 53.7 FEET EAST OF THE CENTERLINE OF THE ROAD,
 JR0318'25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 12 FEET EAST
 JR0318'OF A ROW OF COTTONWOOD TREES, AND 3.4 FEET SOUTH OF THE
 JR0318'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 202 1935 AND SET
 JR0318'IN THE TOP OF A CONCRETE POST.
 JR0318
 JR0318                          STATION RECOVERY (1984)
 JR0318
 JR0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JR0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0158 ***********************************************************************
 LQ0158  DESIGNATION -  C 20+28
 LQ0158  PID         -  LQ0158
 LQ0158  STATE/COUNTY-  NV/ELKO
 LQ0158  USGS QUAD   -  SPRING GULCH (1972)
 LQ0158
 LQ0158                         *CURRENT SURVEY CONTROL
 LQ0158  ___________________________________________________________________
 LQ0158* NAD 83(1986)-  40 30 47.     (N)    114 09 08.     (W)     SCALED    
 LQ0158* NAVD 88     -      1536.249  (meters)    5040.18   (feet)  ADJUSTED  
 LQ0158  ___________________________________________________________________
 LQ0158  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 LQ0158  DYNAMIC HT  -        1534.963 (meters)    5035.96  (feet)  COMP
 LQ0158  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 LQ0158
 LQ0158  VERT ORDER  -  SECOND    CLASS 0
 LQ0158
 LQ0158.The horizontal coordinates were scaled from a topographic map and have
 LQ0158.an estimated accuracy of +/- 6 seconds.
 LQ0158
 LQ0158.The orthometric height was determined by differential leveling
 LQ0158.and adjusted by the National Geodetic Survey in June 1991..
 LQ0158
 LQ0158.The geoid height was determined by GEOID03.
 LQ0158
 LQ0158.The dynamic height is computed by dividing the NAVD 88
 LQ0158.geopotential number by the normal gravity value computed on the
 LQ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0158.degrees latitude (g = 980.6199 gals.).
 LQ0158
 LQ0158.The modeled gravity was interpolated from observed gravity values.
 LQ0158
 LQ0158;                    North         East    Units  Estimated Accuracy
 LQ0158;SPC NV E     - 8,640,560.      321,280.      MT  (+/- 180 meters Scaled)
 LQ0158
 LQ0158                          SUPERSEDED SURVEY CONTROL
 LQ0158
 LQ0158  NGVD 29 (??/??/92) 1535.201  (m)         5036.74   (f) ADJ UNCH    2 0
 LQ0158
 LQ0158.Superseded values are not recommended for survey control.
 LQ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0158.See file dsdata.txt to determine how the superseded data were derived.
 LQ0158
 LQ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE412886(NAD 83)
 LQ0158_MARKER: DD = SURVEY DISK
 LQ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0158_STAMPING: C 20+28.64 70 90 POT
 LQ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0158+STABILITY: SURFACE MOTION
 LQ0158
 LQ0158  HISTORY     - Date     Condition        Report By
 LQ0158  HISTORY     - UNK      MONUMENTED       NVDH
 LQ0158  HISTORY     - 1958     GOOD             NGS
 LQ0158
 LQ0158                          STATION DESCRIPTION
 LQ0158
 LQ0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LQ0158'16.75 MI S FROM WENDOVER, UT.
 LQ0158'16.75 MILES SOUTH ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE JUNCTION OF
 LQ0158'U.S. HIGHWAY 40 AT WENDOVER, 0.25 MILE SOUTH OF THE JUNCTION OF A ROAD
 LQ0158'EAST TO BLUE LAKE, 70 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15
 LQ0158'FEET SOUTH OF BENCH MARK K 183, ABOUT 2 FEET HIGHER THAN THE HIGHWAY,
 LQ0158'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0391 ***********************************************************************
 KR0391  DESIGNATION -  C 203
 KR0391  PID         -  KR0391
 KR0391  STATE/COUNTY-  NV/LYON
 KR0391  USGS QUAD   -  WEBER RESERVOIR (1987)
 KR0391
 KR0391                         *CURRENT SURVEY CONTROL
 KR0391  ___________________________________________________________________
 KR0391* NAD 83(1986)-  39 04 16.     (N)    118 57 26.     (W)     SCALED    
 KR0391* NAVD 88     -      1359.40   (+/-2cm)    4460.0    (feet)  VERTCON   
 KR0391  ___________________________________________________________________
 KR0391  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 KR0391
 KR0391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0391
 KR0391.The horizontal coordinates were scaled from a topographic map and have
 KR0391.an estimated accuracy of +/- 6 seconds.
 KR0391
 KR0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0391.The vertical order pertains to the NGVD 29 superseded value.
 KR0391
 KR0391.The geoid height was determined by GEOID03.
 KR0391
 KR0391;                    North         East    Units  Estimated Accuracy
 KR0391;SPC NV W     - 4,479,560.      767,650.      MT  (+/- 180 meters Scaled)
 KR0391
 KR0391                          SUPERSEDED SURVEY CONTROL
 KR0391
 KR0391  NGVD 29 (??/??/92) 1358.361  (m)         4456.56   (f) ADJ UNCH    2 0
 KR0391
 KR0391.Superseded values are not recommended for survey control.
 KR0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0391.See file dsdata.txt to determine how the superseded data were derived.
 KR0391
 KR0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD306264(NAD 83)
 KR0391_MARKER: DB = BENCH MARK DISK
 KR0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0391_STAMPING: C 203 1935
 KR0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0391+STABILITY: SURFACE MOTION
 KR0391
 KR0391  HISTORY     - Date     Condition        Report By
 KR0391  HISTORY     - 1935     MONUMENTED       CGS
 KR0391
 KR0391                          STATION DESCRIPTION
 KR0391
 KR0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0391'15.2 MI NE FROM YERINGTON.
 KR0391'TO REACH FROM YERINGTON COURTHOUSE GO 12.2 MILES NORTHEAST ALONG STATE
 KR0391'HIGHWAY NO. 3, THENCE 3.0 MILES NORTH ALONG TRAIL.  16 FEET EAST OF
 KR0391'CENTERLINE OF TRAIL, AND ABOUT 207 FEET EAST OF DRY CREEK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1080 ***********************************************************************
 KR1080  DESIGNATION -  C 209
 KR1080  PID         -  KR1080
 KR1080  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1080  USGS QUAD   -  GENOA (1994)
 KR1080
 KR1080                         *CURRENT SURVEY CONTROL
 KR1080  ___________________________________________________________________
 KR1080* NAD 83(1986)-  39 07 03.     (N)    119 45 35.     (W)     SCALED    
 KR1080* NAVD 88     -      1437.95   (+/-2cm)    4717.7    (feet)  VERTCON   
 KR1080  ___________________________________________________________________
 KR1080  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 KR1080
 KR1080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1080
 KR1080.The horizontal coordinates were scaled from a topographic map and have
 KR1080.an estimated accuracy of +/- 6 seconds.
 KR1080
 KR1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1080.The vertical order pertains to the NGVD 29 superseded value.
 KR1080
 KR1080.The geoid height was determined by GEOID03.
 KR1080
 KR1080;                    North         East    Units  Estimated Accuracy
 KR1080;SPC NV W     - 4,485,300.      698,270.      MT  (+/- 180 meters Scaled)
 KR1080
 KR1080                          SUPERSEDED SURVEY CONTROL
 KR1080
 KR1080  NGVD 29 (??/??/92) 1436.827  (m)         4713.99   (f) ADJ UNCH    2 0
 KR1080
 KR1080.Superseded values are not recommended for survey control.
 KR1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1080.See file dsdata.txt to determine how the superseded data were derived.
 KR1080
 KR1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD614334(NAD 83)
 KR1080_MARKER: DB = BENCH MARK DISK
 KR1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1080_STAMPING: C 209 1935
 KR1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1080+STABILITY: SURFACE MOTION
 KR1080
 KR1080  HISTORY     - Date     Condition        Report By
 KR1080  HISTORY     - 1935     MONUMENTED       CGS
 KR1080  HISTORY     - 1951     MARK NOT FOUND   NGS
 KR1080  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1080
 KR1080                          STATION DESCRIPTION
 KR1080
 KR1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1080'IN STEWART.
 KR1080'AT STEWART, ORMSBY COUNTY, ON THE MCTARNAHAN BRIDGE ROAD, AT THE
 KR1080'CROSSING OF THE ABANDONED VIRGINIA AND TRUCKEE RAILWAY, 87 FEET
 KR1080'SOUTHEAST OF THE CENTER OF THE CROSSING, 60 FEET SOUTH OF THE
 KR1080'CENTERLINE OF THE ROAD, 41 FEET EAST OF THE EAST RAIL, AND 4 FEET EAST
 KR1080'OF THE EAST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 209 1935
 KR1080'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE RAILROAD MENTIONED
 KR1080'IN THE ORIGINAL DESCRIPTION IS NO LONGER IN OPERATION.  A NEW FENCE
 KR1080'HAS BEEN BUILT IN THE VICINITY.
 KR1080
 KR1080                          STATION RECOVERY (2003)
 KR1080
 KR1080'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0419 ***********************************************************************
 LS0419  DESIGNATION -  C 21
 LS0419  PID         -  LS0419
 LS0419  STATE/COUNTY-  NV/WASHOE
 LS0419  USGS QUAD   -  PYRAMID SW (1974)
 LS0419
 LS0419                         *CURRENT SURVEY CONTROL
 LS0419  ___________________________________________________________________
 LS0419* NAD 83(1986)-  40 06 56.     (N)    119 43 15.     (W)     SCALED    
 LS0419* NAVD 88     -      1193.954  (meters)    3917.16   (feet)  ADJUSTED  
 LS0419  ___________________________________________________________________
 LS0419  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 LS0419  DYNAMIC HT  -        1193.005 (meters)    3914.05  (feet)  COMP
 LS0419  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 LS0419
 LS0419  VERT ORDER  -  FIRST     CLASS II
 LS0419
 LS0419.The horizontal coordinates were scaled from a topographic map and have
 LS0419.an estimated accuracy of +/- 6 seconds.
 LS0419
 LS0419.The orthometric height was determined by differential leveling
 LS0419.and adjusted by the National Geodetic Survey in June 1991..
 LS0419
 LS0419.The geoid height was determined by GEOID03.
 LS0419
 LS0419.The dynamic height is computed by dividing the NAVD 88
 LS0419.geopotential number by the normal gravity value computed on the
 LS0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0419.degrees latitude (g = 980.6199 gals.).
 LS0419
 LS0419.The modeled gravity was interpolated from observed gravity values.
 LS0419
 LS0419;                    North         East    Units  Estimated Accuracy
 LS0419;SPC NV W     - 4,596,060.      703,040.      MT  (+/- 180 meters Scaled)
 LS0419
 LS0419                          SUPERSEDED SURVEY CONTROL
 LS0419
 LS0419  NGVD 29 (??/??/92) 1192.965  (m)         3913.92   (f) ADJ UNCH    1 2
 LS0419
 LS0419.Superseded values are not recommended for survey control.
 LS0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0419.See file dsdata.txt to determine how the superseded data were derived.
 LS0419
 LS0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE681441(NAD 83)
 LS0419_MARKER: DB = BENCH MARK DISK
 LS0419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0419_SP_SET: CULVERT
 LS0419_STAMPING: 3913.706 C 21 1931
 LS0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0419
 LS0419  HISTORY     - Date     Condition        Report By
 LS0419  HISTORY     - 1931     MONUMENTED       CGS
 LS0419  HISTORY     - 1934     GOOD             NGS
 LS0419
 LS0419                          STATION DESCRIPTION
 LS0419
 LS0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 LS0419'12.9 MI SE FROM FLANIGAN.
 LS0419'12.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 LS0419'STATION AT FLANIGAN, WASHOE COUNTY, 0.2 MILE NORTH OF MILEPOST 323,
 LS0419'AND IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE CULVERT.  A
 LS0419'STANDARD DISK, STAMPED 3913.706 C 21 1931.
 LS0419
 LS0419                          STATION RECOVERY (1934)
 LS0419
 LS0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LS0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0029 ***********************************************************************
 JR0029  DESIGNATION -  C 210
 JR0029  PID         -  JR0029
 JR0029  STATE/COUNTY-  NV/MINERAL
 JR0029  USGS QUAD   -  NINEMILE RANCH (1989)
 JR0029
 JR0029                         *CURRENT SURVEY CONTROL
 JR0029  ___________________________________________________________________
 JR0029* NAD 83(1994)-  38 23 55.64299(N)    118 53 54.90570(W)     ADJUSTED  
 JR0029* NAVD 88     -      1879.63   (+/-2cm)    6166.8    (feet)  VERTCON   
 JR0029  ___________________________________________________________________
 JR0029  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 JR0029  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 JR0029
 JR0029  HORZ ORDER  -  THIRD
 JR0029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0029
 JR0029.The horizontal coordinates were established by classical geodetic methods
 JR0029.and adjusted by the National Geodetic Survey in June 1998..
 JR0029
 JR0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0029.The vertical order pertains to the NGVD 29 superseded value.
 JR0029
 JR0029.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0029
 JR0029.The geoid height was determined by GEOID03.
 JR0029
 JR0029;                    North         East     Units Scale Factor Converg.
 JR0029;SPC NV W     - 4,404,912.013   772,464.015   MT  0.99990933   -0 11 44.9
 JR0029;SPC NV W     -14,451,782.16  2,534,325.69   sFT  0.99990933   -0 11 44.9
 JR0029;UTM  11      - 4,251,769.592   334,209.028   MT  0.99993851   -1 10 46.3
 JR0029
 JR0029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0029!SPC NV W     -   0.99970902  x   0.99990933  =   0.99961838
 JR0029!UTM  11      -   0.99970902  x   0.99993851  =   0.99964755
 JR0029
 JR0029:                Primary Azimuth Mark                     Grid Az
 JR0029:SPC NV W     -  MOUNT HICKS                              152 00 39.5
 JR0029:UTM  11      -  MOUNT HICKS                              152 59 40.9
 JR0029
 JR0029|---------------------------------------------------------------------|
 JR0029| PID    Reference Object                     Distance      Geod. Az  |
 JR0029|                                                           dddmmss.s |
 JR0029| JR0994 MOUNT HICKS                         APPROX.15.0 KM 1514854.6 |
 JR0029|---------------------------------------------------------------------|
 JR0029
 JR0029                          SUPERSEDED SURVEY CONTROL
 JR0029
 JR0029  NAD 83(1992)-  38 23 55.64159(N)    118 53 54.90643(W) AD(       ) 3
 JR0029  NGVD 29 (??/??/92) 1878.340  (m)         6162.52   (f) ADJ UNCH    2 0
 JR0029
 JR0029.Superseded values are not recommended for survey control.
 JR0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0029.See file dsdata.txt to determine how the superseded data were derived.
 JR0029
 JR0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC3420951770(NAD 83)
 JR0029_MARKER: DB = BENCH MARK DISK
 JR0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0029_STAMPING: C 210 1935
 JR0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0029+STABILITY: SURFACE MOTION
 JR0029
 JR0029  HISTORY     - Date     Condition        Report By
 JR0029  HISTORY     - 1935     MONUMENTED       CGS
 JR0029  HISTORY     - 1940     GOOD             NGS
 JR0029  HISTORY     - 1955     GOOD             USGS
 JR0029
 JR0029                          STATION DESCRIPTION
 JR0029
 JR0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0029'3.2 MI S FROM FLECTHER.
 JR0029'0.1 MILE SOUTH ALONG A ROAD FROM THE OLD STORE AT FLETCHER, MINERAL
 JR0029'COUNTY, THENCE 0.5 MILE WEST ALONG THE SWEETWATER ROAD, AND
 JR0029'THENCE 2.6 MILES NORTH ALONG THE EAST WALKER RIVER ROAD, ON THE
 JR0029'SOUTH SLOPE OF THE WALKER RANGE, NORTH OF THE SWEETWATER RANGE,
 JR0029'SOUTHWEST OF COREY PEAK, NORTHEAST OF MOUNT WHEELER, AND 36 FEET
 JR0029'NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 JR0029'C 210 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JR0029
 JR0029                          STATION RECOVERY (1955)
 JR0029
 JR0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JR0029'DESCRIBED BY U.S. COAST AND GEODETIC SURVEY IN NEVADA LEVEL LINE
 JR0029'NO. 25 AS FOLLOWS.
 JR0029'
 JR0029'ABOUT 0.1 MI. S. ALONG RD. FROM HALL STORE AT FLETCHER, MINERAL
 JR0029'COUNTY, THENCE ABOUT 0.5 MI. W. ALONG THE SWEETWATER ROAD, THENCE
 JR0029'ABOUT 2.6 MI. N. ALONG THE EAST WALKER RIVER ROAD, ON THE S. SLOPE OF
 JR0029'THE WALKER RANGE, N. OF THE SWEETWATER RANGE, SW. OF CORY PEAK, NE.
 JR0029'OF MOUNT WHEELER, 36 FT. N. OF THE CENTER LINE OF THE RD.
 JR0029'
 JR0029'STATION MARK--A STANDARD DISK STAMPED----C 210 1935----AND SET
 JR0029'IN TOP OF A CONCRETE POST.
 JR0029'
 JR0029'NOTE BY USGS, 1955--STATION FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0397 ***********************************************************************
 JR0397  DESIGNATION -  C 211
 JR0397  PID         -  JR0397
 JR0397  STATE/COUNTY-  NV/LYON
 JR0397  USGS QUAD   -  OREANA PEAK (1986)
 JR0397
 JR0397                         *CURRENT SURVEY CONTROL
 JR0397  ___________________________________________________________________
 JR0397* NAD 83(1986)-  38 48 32.     (N)    119 23 04.     (W)     SCALED    
 JR0397* NAVD 88     -      1462.33   (+/-2cm)    4797.7    (feet)  VERTCON   
 JR0397  ___________________________________________________________________
 JR0397  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 JR0397
 JR0397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0397
 JR0397.The horizontal coordinates were scaled from a topographic map and have
 JR0397.an estimated accuracy of +/- 6 seconds.
 JR0397
 JR0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0397.The vertical order pertains to the NGVD 29 superseded value.
 JR0397
 JR0397.The geoid height was determined by GEOID03.
 JR0397
 JR0397;                    North         East    Units  Estimated Accuracy
 JR0397;SPC NV W     - 4,450,690.      730,420.      MT  (+/- 180 meters Scaled)
 JR0397
 JR0397                          SUPERSEDED SURVEY CONTROL
 JR0397
 JR0397  NGVD 29 (??/??/92) 1461.181  (m)         4793.89   (f) ADJ UNCH    2 0
 JR0397
 JR0397.Superseded values are not recommended for survey control.
 JR0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0397.See file dsdata.txt to determine how the superseded data were derived.
 JR0397
 JR0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC929982(NAD 83)
 JR0397_MARKER: DB = BENCH MARK DISK
 JR0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0397_STAMPING: C 211 1935
 JR0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0397+STABILITY: SURFACE MOTION
 JR0397
 JR0397  HISTORY     - Date     Condition        Report By
 JR0397  HISTORY     - 1935     MONUMENTED       CGS
 JR0397  HISTORY     - 1983     MARK NOT FOUND   USGS
 JR0397
 JR0397                          STATION DESCRIPTION
 JR0397
 JR0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0397'4.1 MI N FROM WELLINGTON.
 JR0397'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 JR0397'AT WELLINGTON, LYON COUNTY, THENCE 3.1 MILES NORTH ALONG A
 JR0397'GRAVEL ROAD LEADING TO ARTESIA, 57 FEET SOUTHWEST OF THE
 JR0397'SOUTHWEST CORNER OF A SMALL UNPAINTED FARMHOUSE, 46 FEET
 JR0397'NORTHEAST OF THE JUNCTION OF A ROAD LEADING EAST, 27.4 FEET
 JR0397'EAST OF THE CENTERLINE OF THE MAIN ROAD, 19.2 FEET NORTH OF A FENCE
 JR0397'CORNER, 6 FEET NORTH OF POWER POLE 16643, AND 2 FEET WEST OF THE
 JR0397'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 211 1935 AND
 JR0397'SET IN THE TOP OF A CONCRETE POST.
 JR0397
 JR0397                          STATION RECOVERY (1983)
 JR0397
 JR0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JR0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0022 ***********************************************************************
 JR0022  DESIGNATION -  C 212
 JR0022  PID         -  JR0022
 JR0022  STATE/COUNTY-  NV/LYON
 JR0022  USGS QUAD   -  NINEMILE RANCH (1989)
 JR0022
 JR0022                         *CURRENT SURVEY CONTROL
 JR0022  ___________________________________________________________________
 JR0022* NAD 83(1986)-  38 29 02.     (N)    118 54 31.     (W)     SCALED    
 JR0022* NAVD 88     -      1892.00   (+/-2cm)    6207.3    (feet)  VERTCON   
 JR0022  ___________________________________________________________________
 JR0022  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 JR0022
 JR0022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0022
 JR0022.The horizontal coordinates were scaled from a topographic map and have
 JR0022.an estimated accuracy of +/- 6 seconds.
 JR0022
 JR0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0022.The vertical order pertains to the NGVD 29 superseded value.
 JR0022
 JR0022.The geoid height was determined by GEOID03.
 JR0022
 JR0022;                    North         East    Units  Estimated Accuracy
 JR0022;SPC NV W     - 4,414,360.      771,620.      MT  (+/- 180 meters Scaled)
 JR0022
 JR0022                          SUPERSEDED SURVEY CONTROL
 JR0022
 JR0022  NGVD 29 (??/??/92) 1890.721  (m)         6203.14   (f) ADJ UNCH    2 0
 JR0022
 JR0022.Superseded values are not recommended for survey control.
 JR0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0022.See file dsdata.txt to determine how the superseded data were derived.
 JR0022
 JR0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC335612(NAD 83)
 JR0022_MARKER: DB = BENCH MARK DISK
 JR0022_SETTING: 66 = SET IN ROCK OUTCROP
 JR0022_SP_SET: OUTCROP
 JR0022_STAMPING: C 212 1935
 JR0022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0022+STABILITY: POSITION/ELEVATION WELL
 JR0022
 JR0022  HISTORY     - Date     Condition        Report By
 JR0022  HISTORY     - 1935     MONUMENTED       CGS
 JR0022  HISTORY     - 1940     GOOD             NGS
 JR0022
 JR0022                          STATION DESCRIPTION
 JR0022
 JR0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0022'10.1 MI N FROM FLECTHER.
 JR0022'IN LYON COUNTY, 0.1 MILE SOUTH ALONG A ROAD FROM THE OLD STORE
 JR0022'AT FLETCHER, MINERAL COUNTY, THENCE 0.5 MILE WEST ALONG THE
 JR0022'SWEETWATER ROAD, AND THENCE 9.5 MILES NORTH ALONG THE EAST WALKER
 JR0022'RIVER ROAD, AT A PASS BETWEEN THE WALKER AND SWEETWATER RANGES,
 JR0022'AT THE FOOT OF A PINE TREE COVERED HILL, ABOUT 300 FEET SOUTH OF
 JR0022'A DRY ROCKY WASH, 75 FEET EAST OF THE CENTERLINE OF THE ROAD,
 JR0022'2.5 FEET SOUTH OF THE BASE OF A PINE TREE, AND IN THE TOP OF A
 JR0022'ROCK OUTCROP.  A STANDARD DISK, STAMPED C 212 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0128 ***********************************************************************
 JR0128  DESIGNATION -  C 213
 JR0128  PID         -  JR0128
 JR0128  STATE/COUNTY-  NV/MINERAL
 JR0128  USGS QUAD   -  BUTLER MOUNTAIN (1988)
 JR0128
 JR0128                         *CURRENT SURVEY CONTROL
 JR0128  ___________________________________________________________________
 JR0128* NAD 83(1986)-  38 44 58.     (N)    118 56 04.     (W)     SCALED    
 JR0128* NAVD 88     -      1618.10   (+/-2cm)    5308.7    (feet)  VERTCON   
 JR0128  ___________________________________________________________________
 JR0128  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 JR0128
 JR0128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0128
 JR0128.The horizontal coordinates were scaled from a topographic map and have
 JR0128.an estimated accuracy of +/- 6 seconds.
 JR0128
 JR0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0128.The vertical order pertains to the NGVD 29 superseded value.
 JR0128
 JR0128.The geoid height was determined by GEOID03.
 JR0128
 JR0128;                    North         East    Units  Estimated Accuracy
 JR0128;SPC NV W     - 4,443,850.      769,480.      MT  (+/- 180 meters Scaled)
 JR0128
 JR0128                          SUPERSEDED SURVEY CONTROL
 JR0128
 JR0128  NGVD 29 (??/??/92) 1616.956  (m)         5304.96   (f) ADJ UNCH    2 0
 JR0128
 JR0128.Superseded values are not recommended for survey control.
 JR0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0128.See file dsdata.txt to determine how the superseded data were derived.
 JR0128
 JR0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC318907(NAD 83)
 JR0128_MARKER: DB = BENCH MARK DISK
 JR0128_SETTING: 80 = SET IN A BOULDER
 JR0128_SP_SET: BOULDER
 JR0128_STAMPING: C-213 1935
 JR0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0128+STABILITY: SURFACE MOTION
 JR0128
 JR0128  HISTORY     - Date     Condition        Report By
 JR0128  HISTORY     - 1935     MONUMENTED       CGS
 JR0128
 JR0128                          STATION DESCRIPTION
 JR0128
 JR0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0128'27.4 MI SE FROM YERINGTON.
 JR0128'TO REACH FROM YERINGTON COURTHOUSE GO 10.2 MILES SOUTH ALONG
 JR0128'STATE HIGHWAY NO. 3, THENCE, 3.8 MILES EAST ALONG GRADED ROAD,
 JR0128'THENCE, 10.5 MILES SOUTHEAST ALONG GRADED ROAD TO SIGN WHICH SHOWS
 JR0128'ROAD TO SUNNY SLOPES MINE, THENCE, 2.9 MILES EAST ALONG ROAD.
 JR0128'IN THE TOP OF A LARGE GRANITE BOULDER ON SMALL RIDGE BETWEEN
 JR0128'TWO DRY WASHES, ABOUT 3.2 MILES EAST OF THE WALKER RIVER, 2.1
 JR0128'MILES WEST OF SUNNY SLOPES MINE, 184 FEET SOUTH OF THE CENTER
 JR0128'LINE OF THE ROAD, AND ABOUT 5 FEET LOWER THAN THE LEVEL OF THE
 JR0128'ROAD ALONGSIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0184 ***********************************************************************
 JR0184  DESIGNATION -  C 214
 JR0184  PID         -  JR0184
 JR0184  STATE/COUNTY-  NV/MINERAL
 JR0184  USGS QUAD   -  SCHURZ (1988)
 JR0184
 JR0184                         *CURRENT SURVEY CONTROL
 JR0184  ___________________________________________________________________
 JR0184* NAD 83(1986)-  38 52 58.     (N)    118 47 46.     (W)     SCALED    
 JR0184* NAVD 88     -      1237.98   (+/-2cm)    4061.6    (feet)  VERTCON   
 JR0184  ___________________________________________________________________
 JR0184  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 JR0184
 JR0184  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0184
 JR0184.The horizontal coordinates were scaled from a topographic map and have
 JR0184.an estimated accuracy of +/- 6 seconds.
 JR0184
 JR0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0184.The vertical order pertains to the NGVD 29 superseded value.
 JR0184
 JR0184.The geoid height was determined by GEOID03.
 JR0184
 JR0184;                    North         East    Units  Estimated Accuracy
 JR0184;SPC NV W     - 4,458,610.      781,540.      MT  (+/- 180 meters Scaled)
 JR0184
 JR0184                          SUPERSEDED SURVEY CONTROL
 JR0184
 JR0184  NGVD 29 (??/??/92) 1236.888  (m)         4058.02   (f) ADJ UNCH    2 0
 JR0184
 JR0184.Superseded values are not recommended for survey control.
 JR0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0184.See file dsdata.txt to determine how the superseded data were derived.
 JR0184
 JR0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD442053(NAD 83)
 JR0184_MARKER: DB = BENCH MARK DISK
 JR0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0184_STAMPING: C-214 1935
 JR0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0184+STABILITY: SURFACE MOTION
 JR0184
 JR0184  HISTORY     - Date     Condition        Report By
 JR0184  HISTORY     - 1935     MONUMENTED       CGS
 JR0184  HISTORY     - 1961     MARK NOT FOUND   NVDH
 JR0184  HISTORY     - 1985     MARK NOT FOUND   USGS
 JR0184
 JR0184                          STATION DESCRIPTION
 JR0184
 JR0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0184'4.9 MI S FROM SCHURZ.
 JR0184'BENCH MARK IS ALONG STATE HIGHWAY 3 BETWEEN SCHURZ AND HAWTHORNE.
 JR0184'BENCH MARK IS AT THE FOOT OF THE EASTERLY ROCKY SLOPE OF WALKER
 JR0184'(WASSUK) RANGE, ABOUT 1.0 MILE NORTH OF THE NORTH END OF WALKER
 JR0184'LINE PROJECTED WEST, 47 FEET EAST OF THE CENTER LINE OF THE
 JR0184'HIGHWAY, AND 2 FEET WEST OF NORTH AND SOUTH FENCE LINE.
 JR0184'NOTE-- THE POSITION OF THIS MARK FALLS UNDER THE W TOE OF A
 JR0184'FILL ON THE NEW ALIGNMENT OF U.S. HIGHWAY 95.
 JR0184
 JR0184                          STATION RECOVERY (1961)
 JR0184
 JR0184'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 JR0184'MARK NOT FOUND.
 JR0184
 JR0184                          STATION RECOVERY (1985)
 JR0184
 JR0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JR0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0123 ***********************************************************************
 JR0123  DESIGNATION -  C 217
 JR0123  PID         -  JR0123
 JR0123  STATE/COUNTY-  NV/LYON
 JR0123  USGS QUAD   -  BUTLER MOUNTAIN (1988)
 JR0123
 JR0123                         *CURRENT SURVEY CONTROL
 JR0123  ___________________________________________________________________
 JR0123* NAD 83(1986)-  38 44 00.     (N)    118 58 50.     (W)     SCALED    
 JR0123* NAVD 88     -      1443.78   (+/-2cm)    4736.8    (feet)  VERTCON   
 JR0123  ___________________________________________________________________
 JR0123  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 JR0123
 JR0123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0123
 JR0123.The horizontal coordinates were scaled from a topographic map and have
 JR0123.an estimated accuracy of +/- 6 seconds.
 JR0123
 JR0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0123.The vertical order pertains to the NGVD 29 superseded value.
 JR0123
 JR0123.The geoid height was determined by GEOID03.
 JR0123
 JR0123;                    North         East    Units  Estimated Accuracy
 JR0123;SPC NV W     - 4,442,070.      765,470.      MT  (+/- 180 meters Scaled)
 JR0123
 JR0123                          SUPERSEDED SURVEY CONTROL
 JR0123
 JR0123  NGVD 29 (??/??/92) 1442.657  (m)         4733.12   (f) ADJ UNCH    2 0
 JR0123
 JR0123.Superseded values are not recommended for survey control.
 JR0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0123.See file dsdata.txt to determine how the superseded data were derived.
 JR0123
 JR0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC278890(NAD 83)
 JR0123_MARKER: DB = BENCH MARK DISK
 JR0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0123_STAMPING: C 217 1935
 JR0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0123+STABILITY: SURFACE MOTION
 JR0123
 JR0123  HISTORY     - Date     Condition        Report By
 JR0123  HISTORY     - 1935     MONUMENTED       CGS
 JR0123  HISTORY     - 1940     GOOD             NGS
 JR0123
 JR0123                          STATION DESCRIPTION
 JR0123
 JR0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0123'25.8 MI S FROM YERLINGTON.
 JR0123'TO REACH FROM YERINGTON POST OFFICE GO SOUTH 11.0 MILES ALONG
 JR0123'NEVADA STATE HIGHWAY 3 TO A SIGN (MASON VALLEY CCC CAMP).  THENCE
 JR0123'GO 3.8 MILES EAST ALONG A GRADED ROAD TO JUNCTION 0.1 MILES
 JR0123'EAST OF BRIDGE OVER THE EAST WALKER RIVER.  THENCE 10.5 MILES
 JR0123'SOUTHEAST TO ROAD INTERSECTION, THENCE 0.5 MILES SOUTHEAST.  4.1
 JR0123'MILES SOUTHEAST TO ROAD INTERSECTION, THENCE 0.5 MILES SOUTHEAST.
 JR0123'4.1 MILES SOUTHEAST OF CHARLIBOIS RANCH, 1.4 MILES NORTHWEST OF
 JR0123'BRIDGE OVER EAST WALKER RIVER, 0.5 MILE SOUTH OF JUNCTION WITH
 JR0123'EAST WALKER ROAD WITH ROAD TO SCHURZ, NEVADA.  53 FEET WEST OF
 JR0123'CENTERLINE OF THE ROAD, 7 FEET WEST OF FENCE.  STANDARD TABLET
 JR0123'IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0358 ***********************************************************************
 KR0358  DESIGNATION -  C 218
 KR0358  PID         -  KR0358
 KR0358  STATE/COUNTY-  NV/MINERAL
 KR0358  USGS QUAD   -  TERRILL MOUNTAINS (1987)
 KR0358
 KR0358                         *CURRENT SURVEY CONTROL
 KR0358  ___________________________________________________________________
 KR0358* NAD 83(1986)-  39 00 46.     (N)    118 39 47.     (W)     SCALED    
 KR0358* NAVD 88     -      1286.27   (+/-2cm)    4220.0    (feet)  VERTCON   
 KR0358  ___________________________________________________________________
 KR0358  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 KR0358
 KR0358  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0358
 KR0358.The horizontal coordinates were scaled from a topographic map and have
 KR0358.an estimated accuracy of +/- 6 seconds.
 KR0358
 KR0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0358.The vertical order pertains to the NGVD 29 superseded value.
 KR0358
 KR0358.The geoid height was determined by GEOID03.
 KR0358
 KR0358;                    North         East    Units  Estimated Accuracy
 KR0358;SPC NV W     - 4,473,020.      793,100.      MT  (+/- 180 meters Scaled)
 KR0358
 KR0358                          SUPERSEDED SURVEY CONTROL
 KR0358
 KR0358  NGVD 29 (??/??/92) 1285.23   (m)         4216.6    (f) COMPUTED    1 2
 KR0358
 KR0358.Superseded values are not recommended for survey control.
 KR0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0358.See file dsdata.txt to determine how the superseded data were derived.
 KR0358
 KR0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD560195(NAD 83)
 KR0358_MARKER: DB = BENCH MARK DISK
 KR0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0358_STAMPING: C 218 1935
 KR0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0358+STABILITY: SURFACE MOTION
 KR0358
 KR0358  HISTORY     - Date     Condition        Report By
 KR0358  HISTORY     - 1935     MONUMENTED       CGS
 KR0358  HISTORY     - 1955     GOOD             NGS
 KR0358
 KR0358                          STATION DESCRIPTION
 KR0358
 KR0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0358'9.6 MI NE FROM SCHURZ.
 KR0358'1.1 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE CROSSING OF THE
 KR0358'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, THENCE 8.5 MILES
 KR0358'NORTHEAST ALONG A COUNTY GRADED ROAD, AT THE SUMMIT OF A SMALL RISE,
 KR0358'IN AN AREA COVERED BY BLACK LAVA ROCKS, AT A SHORT SHALLOW CUT, ABOUT
 KR0358'67 YARDS NORTHWEST OF THE CENTER OF THE Y JUNCTION OF A DIM TRACK ROAD
 KR0358'WHICH LEADS NORTHWEST AND LOOPS BACK TO THE MAIN ROAD ABOUT 0.1 MILE
 KR0358'WEST OF THIS POINT, 90 FEET NORTH OF THE CENTER LINE OF THE GRADED
 KR0358'ROAD, 26 1/2 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD, ABOUT 1
 KR0358'1/2 FEET HIGHER THAN THE GRADED ROAD, AND SET IN THE TOP OF A CONCRETE
 KR0358'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0446 ***********************************************************************
 LS0446  DESIGNATION -  C 22
 LS0446  PID         -  LS0446
 LS0446  STATE/COUNTY-  NV/WASHOE
 LS0446  USGS QUAD   -  FLANIGAN (1981)
 LS0446
 LS0446                         *CURRENT SURVEY CONTROL
 LS0446  ___________________________________________________________________
 LS0446* NAD 83(1986)-  40 09 54.     (N)    119 55 26.     (W)     SCALED    
 LS0446* NAVD 88     -      1217.289  (meters)    3993.72   (feet)  ADJUSTED  
 LS0446  ___________________________________________________________________
 LS0446  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 LS0446  DYNAMIC HT  -        1216.321 (meters)    3990.55  (feet)  COMP
 LS0446  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 LS0446
 LS0446  VERT ORDER  -  SECOND    CLASS 0
 LS0446
 LS0446.The horizontal coordinates were scaled from a topographic map and have
 LS0446.an estimated accuracy of +/- 6 seconds.
 LS0446
 LS0446.The orthometric height was determined by differential leveling
 LS0446.and adjusted by the National Geodetic Survey in June 1991..
 LS0446
 LS0446.The geoid height was determined by GEOID03.
 LS0446
 LS0446.The dynamic height is computed by dividing the NAVD 88
 LS0446.geopotential number by the normal gravity value computed on the
 LS0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0446.degrees latitude (g = 980.6199 gals.).
 LS0446
 LS0446.The modeled gravity was interpolated from observed gravity values.
 LS0446
 LS0446;                    North         East    Units  Estimated Accuracy
 LS0446;SPC NV W     - 4,601,790.      685,810.      MT  (+/- 180 meters Scaled)
 LS0446
 LS0446                          SUPERSEDED SURVEY CONTROL
 LS0446
 LS0446  NGVD 29 (??/??/92) 1216.283  (m)         3990.42   (f) ADJ UNCH    2 0
 LS0446
 LS0446.Superseded values are not recommended for survey control.
 LS0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0446.See file dsdata.txt to determine how the superseded data were derived.
 LS0446
 LS0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE510501(NAD 83)
 LS0446_MARKER: DB = BENCH MARK DISK
 LS0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0446+STABILITY: SURFACE MOTION
 LS0446
 LS0446  HISTORY     - Date     Condition        Report By
 LS0446  HISTORY     - UNK      MONUMENTED       CGS
 LS0446  HISTORY     - 1932     GOOD             NGS
 LS0446  HISTORY     - 1963     POOR             USGS
 LS0446
 LS0446                          STATION DESCRIPTION
 LS0446
 LS0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 LS0446'2.0 MI SW FROM FLANIGAN.
 LS0446'2.0 MILES S.W. OF FLANIGAN 68 FT. SOUTH OF WESTERN PACIFIC R.R. TRACK.
 LS0446'9 POSTS EAST OF MILE POST 382.
 LS0446
 LS0446                          STATION RECOVERY (1963)
 LS0446
 LS0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LS0446'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0331 ***********************************************************************
 GS0331  DESIGNATION -  C 23
 GS0331  PID         -  GS0331
 GS0331  STATE/COUNTY-  NV/NYE
 GS0331  USGS QUAD   -  CARRARA CANYON (1987)
 GS0331
 GS0331                         *CURRENT SURVEY CONTROL
 GS0331  ___________________________________________________________________
 GS0331* NAD 83(1986)-  36 48 43.     (N)    116 43 51.     (W)     SCALED    
 GS0331* NAVD 88     -       895.529  (meters)    2938.08   (feet)  ADJUSTED  
 GS0331  ___________________________________________________________________
 GS0331  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 GS0331  DYNAMIC HT  -         894.624 (meters)    2935.11  (feet)  COMP
 GS0331  MODELED GRAV-     979,590.1   (mgal)                       NAVD 88
 GS0331
 GS0331  VERT ORDER  -  FIRST     CLASS II
 GS0331
 GS0331.The horizontal coordinates were scaled from a topographic map and have
 GS0331.an estimated accuracy of +/- 6 seconds.
 GS0331
 GS0331.The orthometric height was determined by differential leveling
 GS0331.and adjusted by the National Geodetic Survey in June 1991..
 GS0331
 GS0331.The geoid height was determined by GEOID03.
 GS0331
 GS0331.The dynamic height is computed by dividing the NAVD 88
 GS0331.geopotential number by the normal gravity value computed on the
 GS0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0331.degrees latitude (g = 980.6199 gals.).
 GS0331
 GS0331.The modeled gravity was interpolated from observed gravity values.
 GS0331
 GS0331;                    North         East    Units  Estimated Accuracy
 GS0331;SPC NV C     - 6,228,760.      494,280.      MT  (+/- 180 meters Scaled)
 GS0331
 GS0331                          SUPERSEDED SURVEY CONTROL
 GS0331
 GS0331  NGVD 29 (??/??/??)  894.680  (m)         2935.30   (f) ADJUSTED    1 2
 GS0331
 GS0331.Superseded values are not recommended for survey control.
 GS0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0331.See file dsdata.txt to determine how the superseded data were derived.
 GS0331
 GS0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA240740(NAD 83)
 GS0331_MARKER: DB = BENCH MARK DISK
 GS0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0331_STAMPING: C 23 1933 2935.296
 GS0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0331+STABILITY: SURFACE MOTION
 GS0331
 GS0331  HISTORY     - Date     Condition        Report By
 GS0331  HISTORY     - 1933     MONUMENTED       CGS
 GS0331  HISTORY     - 1952     GOOD             NGS
 GS0331  HISTORY     - 1954     GOOD             USGS
 GS0331  HISTORY     - 1983     MARK NOT FOUND   NGS
 GS0331
 GS0331                          STATION DESCRIPTION
 GS0331
 GS0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GS0331'7.1 MI SE FROM BEATTY.
 GS0331'7.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 GS0331'AT BEATTY, 0.1 MILE NORTHWEST OF A JUNCTION WITH A NORTHEAST AND
 GS0331'SOUTHWEST DIRT ROAD, 53 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GS0331'HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 GS0331'FOOT ABOVE THE GROUND.
 GS0331
 GS0331                          STATION RECOVERY (1954)
 GS0331
 GS0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GS0331'RECOVERED IN GOOD CONDITION.
 GS0331
 GS0331                          STATION RECOVERY (1983)
 GS0331
 GS0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0331'NOT RECOVERED.  CONCRETE POST FOUND WITH DISK REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0490 ***********************************************************************
 GS0490  DESIGNATION -  C 23 RESET
 GS0490  PID         -  GS0490
 GS0490  STATE/COUNTY-  NV/NYE
 GS0490  USGS QUAD   -  CARRARA CANYON (1987)
 GS0490
 GS0490                         *CURRENT SURVEY CONTROL
 GS0490  ___________________________________________________________________
 GS0490* NAD 83(1986)-  36 48 47.     (N)    116 43 51.     (W)     SCALED    
 GS0490* NAVD 88     -       895.124  (meters)    2936.75   (feet)  ADJUSTED  
 GS0490  ___________________________________________________________________
 GS0490  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 GS0490  DYNAMIC HT  -         894.218 (meters)    2933.78  (feet)  COMP
 GS0490  MODELED GRAV-     979,589.6   (mgal)                       NAVD 88
 GS0490
 GS0490  VERT ORDER  -  FIRST     CLASS II
 GS0490
 GS0490.The horizontal coordinates were scaled from a topographic map and have
 GS0490.an estimated accuracy of +/- 6 seconds.
 GS0490
 GS0490.The orthometric height was determined by differential leveling
 GS0490.and adjusted by the National Geodetic Survey in June 1991..
 GS0490
 GS0490.The geoid height was determined by GEOID03.
 GS0490
 GS0490.The dynamic height is computed by dividing the NAVD 88
 GS0490.geopotential number by the normal gravity value computed on the
 GS0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0490.degrees latitude (g = 980.6199 gals.).
 GS0490
 GS0490.The modeled gravity was interpolated from observed gravity values.
 GS0490
 GS0490;                    North         East    Units  Estimated Accuracy
 GS0490;SPC NV C     - 6,228,890.      494,280.      MT  (+/- 180 meters Scaled)
 GS0490
 GS0490                          SUPERSEDED SURVEY CONTROL
 GS0490
 GS0490  NGVD 29 (05/01/91)  894.258  (m)         2933.91   (f) ADJUSTED    1 2
 GS0490
 GS0490.Superseded values are not recommended for survey control.
 GS0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0490.See file dsdata.txt to determine how the superseded data were derived.
 GS0490
 GS0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA240741(NAD 83)
 GS0490_MARKER: DB = BENCH MARK DISK
 GS0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0490_SP_SET: CONCRETE POST
 GS0490_STAMPING: C 23 RESET 1978
 GS0490_MARK LOGO: NGS   
 GS0490_PROJECTION: PROJECTING 10 CENTIMETERS
 GS0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0490+STABILITY: SURFACE MOTION
 GS0490
 GS0490  HISTORY     - Date     Condition        Report By
 GS0490  HISTORY     - 1978     MONUMENTED       NVDH
 GS0490  HISTORY     - 1983     GOOD             NGS
 GS0490
 GS0490                          STATION DESCRIPTION
 GS0490
 GS0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0490'11.4 KM (7.1 MI) SE FROM BEATTY.
 GS0490'11.4 KM (7.1 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0490'STATE HIGHWAY 374 IN BEATTY, 0.6 KM (0.37 MI) SOUTHEAST OF MILEPOST
 GS0490'53, 0.16 KM (0.1 MI) NORTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING
 GS0490'NORTHEAST TO A GROUP OF ABANDONED BUILDINGS, 30.7 METERS (100.5 FT)
 GS0490'SOUTHWEST OF THE HIGHWAY CENTERLINE, 36.7 METERS (120.5 FT) NORTH OF A
 GS0490'T JUNCTION POWER LINE POLE, 0.45 METER (1.5 FT) NORTHEAST OF A T TOP
 GS0490'FENCE POST.
 GS0490'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 GS0490'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0319 ***********************************************************************
 JQ0319  DESIGNATION -  C 24
 JQ0319  PID         -  JQ0319
 JQ0319  STATE/COUNTY-  NV/MINERAL
 JQ0319  USGS QUAD   -  DICALITE SUMMIT (1980)
 JQ0319
 JQ0319                         *CURRENT SURVEY CONTROL
 JQ0319  ___________________________________________________________________
 JQ0319* NAD 83(1986)-  38 24 36.     (N)    117 50 39.     (W)     SCALED    
 JQ0319* NAVD 88     -      1774.365  (meters)    5821.40   (feet)  ADJUSTED  
 JQ0319  ___________________________________________________________________
 JQ0319  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 JQ0319  DYNAMIC HT  -        1772.438 (meters)    5815.07  (feet)  COMP
 JQ0319  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 JQ0319
 JQ0319  VERT ORDER  -  FIRST     CLASS II
 JQ0319
 JQ0319.The horizontal coordinates were scaled from a topographic map and have
 JQ0319.an estimated accuracy of +/- 6 seconds.
 JQ0319
 JQ0319.The orthometric height was determined by differential leveling
 JQ0319.and adjusted by the National Geodetic Survey in June 1991..
 JQ0319
 JQ0319.The geoid height was determined by GEOID03.
 JQ0319
 JQ0319.The dynamic height is computed by dividing the NAVD 88
 JQ0319.geopotential number by the normal gravity value computed on the
 JQ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0319.degrees latitude (g = 980.6199 gals.).
 JQ0319
 JQ0319.The modeled gravity was interpolated from observed gravity values.
 JQ0319
 JQ0319;                    North         East    Units  Estimated Accuracy
 JQ0319;SPC NV W     - 4,406,370.      864,550.      MT  (+/- 180 meters Scaled)
 JQ0319
 JQ0319                          SUPERSEDED SURVEY CONTROL
 JQ0319
 JQ0319  NGVD 29 (??/??/92) 1773.155  (m)         5817.43   (f) ADJ UNCH    1 2
 JQ0319
 JQ0319.Superseded values are not recommended for survey control.
 JQ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0319.See file dsdata.txt to determine how the superseded data were derived.
 JQ0319
 JQ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC262516(NAD 83)
 JQ0319_MARKER: DB = BENCH MARK DISK
 JQ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0319_STAMPING: 5817.396 C 24 1933
 JQ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0319+STABILITY: SURFACE MOTION
 JQ0319
 JQ0319  HISTORY     - Date     Condition        Report By
 JQ0319  HISTORY     - 1933     MONUMENTED       CGS
 JQ0319  HISTORY     - 1934     GOOD             NGS
 JQ0319  HISTORY     - 1975     GOOD             USGS
 JQ0319
 JQ0319                          STATION DESCRIPTION
 JQ0319
 JQ0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0319'13.8 MI NE FROM MINA.
 JQ0319'13.8 MILES NORTHEAST ALONG THE ROAD TO CLOVERDALE RANCH FROM MINA,
 JQ0319'MINERAL COUNTY, THENCE SOUTHEAST ALONG THE ROAD TO TONOPAH TO THE
 JQ0319'INTERSECTION OF THE ROAD LEADING TO TUNGSTEN MINE, THENCE 2-1/4 MILES
 JQ0319'SOUTH.  500 YARDS EAST OF THE ROAD TO TUNGSTEN MINE, 70 YARDS
 JQ0319'NORTHWEST OF THE SOUTH END OF A RIDGE, AND AT THE CREST OF THE RIDGE.
 JQ0319'A STANDARD DISK, STAMPED 5817.396 C 24 1933 AND SET IN THE TOP OF A
 JQ0319'CONCRETE POST PROJECTING 1.2 FEET ABOVE GROUND.
 JQ0319
 JQ0319                          STATION RECOVERY (1975)
 JQ0319
 JQ0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JQ0319'MINA, 13.8 MI NE. OF ALONG RD. TO CLOVERDALE RANCH, THENCE 3.5 MI SE.
 JQ0319'ALONG RD. TO TONOPAH TO INTERSECTION OF RD. LEADING TO TUNGSTEN MINE,
 JQ0319'THENCE 2.0 MI S. 1700 FT ENE. OF RD. TO TUNGSTEN MINE, 70 YDS. NW. OF
 JQ0319'S. END OF RIDGE. AT CREST OF RIDGE. SET IN TOP OF CONCRETE POST
 JQ0319'PROJECTING 1.2 FT ABOVE GROUND. STANDARD DISK STAMPED 5817.396 C 24
 JQ0319'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0353 ***********************************************************************
 JQ0353  DESIGNATION -  C 25
 JQ0353  PID         -  JQ0353
 JQ0353  STATE/COUNTY-  NV/NYE
 JQ0353  USGS QUAD   -  GRANNY GOOSE WELL (1980)
 JQ0353
 JQ0353                         *CURRENT SURVEY CONTROL
 JQ0353  ___________________________________________________________________
 JQ0353* NAD 83(1986)-  38 39 55.     (N)    117 54 15.     (W)     SCALED    
 JQ0353* NAVD 88     -      1673.619  (meters)    5490.86   (feet)  ADJUSTED  
 JQ0353  ___________________________________________________________________
 JQ0353  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 JQ0353  DYNAMIC HT  -        1671.861 (meters)    5485.10  (feet)  COMP
 JQ0353  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 JQ0353
 JQ0353  VERT ORDER  -  FIRST     CLASS II
 JQ0353
 JQ0353.The horizontal coordinates were scaled from a topographic map and have
 JQ0353.an estimated accuracy of +/- 6 seconds.
 JQ0353
 JQ0353.The orthometric height was determined by differential leveling
 JQ0353.and adjusted by the National Geodetic Survey in June 1991..
 JQ0353
 JQ0353.The geoid height was determined by GEOID03.
 JQ0353
 JQ0353.The dynamic height is computed by dividing the NAVD 88
 JQ0353.geopotential number by the normal gravity value computed on the
 JQ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0353.degrees latitude (g = 980.6199 gals.).
 JQ0353
 JQ0353.The modeled gravity was interpolated from observed gravity values.
 JQ0353
 JQ0353;                    North         East    Units  Estimated Accuracy
 JQ0353;SPC NV C     - 6,435,170.      392,310.      MT  (+/- 180 meters Scaled)
 JQ0353
 JQ0353                          SUPERSEDED SURVEY CONTROL
 JQ0353
 JQ0353  NGVD 29 (??/??/92) 1672.390  (m)         5486.83   (f) ADJ UNCH    1 2
 JQ0353
 JQ0353.Superseded values are not recommended for survey control.
 JQ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0353.See file dsdata.txt to determine how the superseded data were derived.
 JQ0353
 JQ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC213800(NAD 83)
 JQ0353_MARKER: DB = BENCH MARK DISK
 JQ0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0353_STAMPING: 5486.839 C 25 1933
 JQ0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0353+STABILITY: SURFACE MOTION
 JQ0353
 JQ0353  HISTORY     - Date     Condition        Report By
 JQ0353  HISTORY     - 1933     MONUMENTED       CGS
 JQ0353  HISTORY     - 1934     GOOD             NGS
 JQ0353  HISTORY     - 1977     GOOD             USGS
 JQ0353
 JQ0353                          STATION DESCRIPTION
 JQ0353
 JQ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0353'5.4 MI S FROM GOLDYKE.
 JQ0353'5.4 MILES SOUTH ALONG THE MAIN ROAD BETWEEN GOLDYKE AND MINA FROM
 JQ0353'GOLDYKE, NYE COUNTY, AND 35 FEET WEST OF THE CENTERLINE OF THE ROAD. A
 JQ0353'STANDARD DISK, STAMPED 5486.839 C 25 1933 AND SET IN THE TOP OF A
 JQ0353'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 JQ0353
 JQ0353                          STATION RECOVERY (1977)
 JQ0353
 JQ0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JQ0353'GOLDYKE, 1.9 MILES SOUTH OF TO A Y ROAD SOUTH. THENCE 1.15 MILES
 JQ0353'SOUTHWEST ON DIRT ROAD TO A CROSSROAD. CONTINUE SOUTH 2.3 MILES AND
 JQ0353'35 FEET WEST OF THE CENTERLINE OF THE ROAD. A STANDARD DISK STAMPED
 JQ0353'5486.839 C 25 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 JQ0353'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0195 ***********************************************************************
 KQ0195  DESIGNATION -  C 27
 KQ0195  PID         -  KQ0195
 KQ0195  STATE/COUNTY-  NV/LANDER
 KQ0195  USGS QUAD   -  BUNKER HILL (1988)
 KQ0195
 KQ0195                         *CURRENT SURVEY CONTROL
 KQ0195  ___________________________________________________________________
 KQ0195* NAD 83(1986)-  39 21 43.     (N)    117 12 05.     (W)     SCALED    
 KQ0195* NAVD 88     -      1838.706  (meters)    6032.49   (feet)  ADJUSTED  
 KQ0195  ___________________________________________________________________
 KQ0195  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 KQ0195  DYNAMIC HT  -        1836.818 (meters)    6026.29  (feet)  COMP
 KQ0195  MODELED GRAV-     979,535.0   (mgal)                       NAVD 88
 KQ0195
 KQ0195  VERT ORDER  -  FIRST     CLASS II
 KQ0195
 KQ0195.The horizontal coordinates were scaled from a topographic map and have
 KQ0195.an estimated accuracy of +/- 6 seconds.
 KQ0195
 KQ0195.The orthometric height was determined by differential leveling
 KQ0195.and adjusted by the National Geodetic Survey in June 1991..
 KQ0195
 KQ0195.The geoid height was determined by GEOID03.
 KQ0195
 KQ0195.The dynamic height is computed by dividing the NAVD 88
 KQ0195.geopotential number by the normal gravity value computed on the
 KQ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0195.degrees latitude (g = 980.6199 gals.).
 KQ0195
 KQ0195.The modeled gravity was interpolated from observed gravity values.
 KQ0195
 KQ0195;                    North         East    Units  Estimated Accuracy
 KQ0195;SPC NV C     - 6,511,910.      453,920.      MT  (+/- 180 meters Scaled)
 KQ0195
 KQ0195                          SUPERSEDED SURVEY CONTROL
 KQ0195
 KQ0195  NGVD 29 (??/??/92) 1837.435  (m)         6028.32   (f) ADJ UNCH    1 2
 KQ0195
 KQ0195.Superseded values are not recommended for survey control.
 KQ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0195.See file dsdata.txt to determine how the superseded data were derived.
 KQ0195
 KQ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD826569(NAD 83)
 KQ0195_MARKER: DB = BENCH MARK DISK
 KQ0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0195_STAMPING: 6028.160 C 27 1933
 KQ0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0195+STABILITY: SURFACE MOTION
 KQ0195
 KQ0195  HISTORY     - Date     Condition        Report By
 KQ0195  HISTORY     - 1933     MONUMENTED       CGS
 KQ0195  HISTORY     - 1955     GOOD             NGS
 KQ0195  HISTORY     - 1984     GOOD             USGS
 KQ0195  HISTORY     - 1985     GOOD             NGS
 KQ0195
 KQ0195                          STATION DESCRIPTION
 KQ0195
 KQ0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0195'2.0 MI SW FROM AUSTIN.
 KQ0195'2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE IN
 KQ0195'AUSTIN, LANDER COUNTY, THENCE 7.2 MILES SOUTH ALONG BIG CREEK ROAD,
 KQ0195'THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD, THENCE 4.0 MILES SOUTH ALONG
 KQ0195'AN ABANDONED ROAD, AND 26 FEET WEST OF THE CENTERLINE OF THE ROAD.  A
 KQ0195'STANDARD DISK, STAMPED 6028.160 C 27 1933 AND SET IN THE TOP OF A
 KQ0195'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 KQ0195
 KQ0195                          STATION RECOVERY (1984)
 KQ0195
 KQ0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KQ0195'2.0 MILES SOUTHWEST ON US 50 FROM THE COUNTY COURTHOUSE IN AUSTIN,
 KQ0195'2.0 MILES WEST ON US 50 TO BIG CREEK ROAD, SOUTH ON BIG CREEK ROAD
 KQ0195'FOR 7.2 MILES TO Y-ROAD FORK AT DRAIN, SOUTHWEST ON DIRT ROAD FOR 1.2
 KQ0195'MILES TO CROSS ROADS, SOUTH ON TRACK ROAD FOR 0.75 MILES TO FAINT
 KQ0195'TRACK ROAD AT FENCE, SOUTHWEST ON FAINT TRACK ROAD ALONG FENCE FOR
 KQ0195'2.5 MILES TO BENCH MARK, 26 FEET WEST OF THE CENTER LINE OF TRACK
 KQ0195'ROAD, A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 KQ0195'FOOT ABOVE GROUND.
 KQ0195
 KQ0195                          STATION RECOVERY (1985)
 KQ0195
 KQ0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0410 ***********************************************************************
 LR0410  DESIGNATION -  C 28
 LR0410  PID         -  LR0410
 LR0410  STATE/COUNTY-  NV/LANDER
 LR0410  USGS QUAD   -  THE CEDARS SW (1990)
 LR0410
 LR0410                         *CURRENT SURVEY CONTROL
 LR0410  ___________________________________________________________________
 LR0410* NAD 83(1986)-  40 05 58.     (N)    117 10 08.     (W)     SCALED    
 LR0410* NAVD 88     -      1481.119  (meters)    4859.30   (feet)  ADJUSTED  
 LR0410  ___________________________________________________________________
 LR0410  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 LR0410  DYNAMIC HT  -        1479.821 (meters)    4855.05  (feet)  COMP
 LR0410  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 LR0410
 LR0410  VERT ORDER  -  FIRST     CLASS II
 LR0410
 LR0410.The horizontal coordinates were scaled from a topographic map and have
 LR0410.an estimated accuracy of +/- 6 seconds.
 LR0410
 LR0410.The orthometric height was determined by differential leveling
 LR0410.and adjusted by the National Geodetic Survey in June 1991..
 LR0410
 LR0410.The geoid height was determined by GEOID03.
 LR0410
 LR0410.The dynamic height is computed by dividing the NAVD 88
 LR0410.geopotential number by the normal gravity value computed on the
 LR0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0410.degrees latitude (g = 980.6199 gals.).
 LR0410
 LR0410.The modeled gravity was interpolated from observed gravity values.
 LR0410
 LR0410;                    North         East    Units  Estimated Accuracy
 LR0410;SPC NV C     - 6,593,770.      457,180.      MT  (+/- 180 meters Scaled)
 LR0410
 LR0410                          SUPERSEDED SURVEY CONTROL
 LR0410
 LR0410  NGVD 29 (??/??/92) 1480.023  (m)         4855.71   (f) ADJ UNCH    1 2
 LR0410
 LR0410.Superseded values are not recommended for survey control.
 LR0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0410.See file dsdata.txt to determine how the superseded data were derived.
 LR0410
 LR0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME856388(NAD 83)
 LR0410_MARKER: DB = BENCH MARK DISK
 LR0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0410_STAMPING: 4855.459 C 28 1933
 LR0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0410+STABILITY: SURFACE MOTION
 LR0410
 LR0410  HISTORY     - Date     Condition        Report By
 LR0410  HISTORY     - 1933     MONUMENTED       CGS
 LR0410  HISTORY     - 1934     GOOD             NGS
 LR0410  HISTORY     - 19870609 MARK NOT FOUND   USPSQD
 LR0410
 LR0410                          STATION DESCRIPTION
 LR0410
 LR0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LR0410'40.0 MI S FROM BATTLE MOUNTAIN.
 LR0410'40.0 MILES SOUTH ALONG THE NEVADA CENTRAL RAILROAD FROM BATTLE
 LR0410'MOUNTAIN, LANDER COUNTY, AT MILEPOST 40, AND 48 FEET EAST OF THE
 LR0410'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 4855.459 C 28 1933
 LR0410'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 LR0410'GROUND.
 LR0410
 LR0410                          STATION RECOVERY (1987)
 LR0410
 LR0410'RECOVERY NOTE BY US POWER SQUADRON 1987 (DJW)
 LR0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0148 ***********************************************************************
 MT0148  DESIGNATION -  C 29
 MT0148  PID         -  MT0148
 MT0148  STATE/COUNTY-  NV/ELKO
 MT0148  USGS QUAD   -  COBRE (1982)
 MT0148
 MT0148                         *CURRENT SURVEY CONTROL
 MT0148  ___________________________________________________________________
 MT0148* NAD 83(1986)-  41 00 23.     (N)    114 26 26.     (W)     SCALED    
 MT0148* NAVD 88     -      1746.936  (meters)    5731.41   (feet)  ADJUSTED  
 MT0148  ___________________________________________________________________
 MT0148  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 MT0148  DYNAMIC HT  -        1745.442 (meters)    5726.50  (feet)  COMP
 MT0148  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 MT0148
 MT0148  VERT ORDER  -  FIRST     CLASS II
 MT0148
 MT0148.The horizontal coordinates were scaled from a topographic map and have
 MT0148.an estimated accuracy of +/- 6 seconds.
 MT0148
 MT0148.The orthometric height was determined by differential leveling
 MT0148.and adjusted by the National Geodetic Survey in June 1991..
 MT0148
 MT0148.The geoid height was determined by GEOID03.
 MT0148
 MT0148.The dynamic height is computed by dividing the NAVD 88
 MT0148.geopotential number by the normal gravity value computed on the
 MT0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0148.degrees latitude (g = 980.6199 gals.).
 MT0148
 MT0148.The modeled gravity was interpolated from observed gravity values.
 MT0148
 MT0148;                    North         East    Units  Estimated Accuracy
 MT0148;SPC NV E     - 8,694,980.      296,130.      MT  (+/- 180 meters Scaled)
 MT0148
 MT0148                          SUPERSEDED SURVEY CONTROL
 MT0148
 MT0148  NGVD 29 (??/??/92) 1745.795  (m)         5727.66   (f) ADJ UNCH    1 2
 MT0148
 MT0148.Superseded values are not recommended for survey control.
 MT0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0148.See file dsdata.txt to determine how the superseded data were derived.
 MT0148
 MT0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF152426(NAD 83)
 MT0148_MARKER: DB = BENCH MARK DISK
 MT0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0148_STAMPING: 5727.662 C 29 1933
 MT0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0148+STABILITY: SURFACE MOTION
 MT0148
 MT0148  HISTORY     - Date     Condition        Report By
 MT0148  HISTORY     - 1933     MONUMENTED       CGS
 MT0148  HISTORY     - 1934     GOOD             NGS
 MT0148
 MT0148                          STATION DESCRIPTION
 MT0148
 MT0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MT0148'8.0 MI S FROM COBRE.
 MT0148'ABOUT 8.0 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM COBRE,
 MT0148'ELKO COUNTY, ABOUT 0.5 MILE NORTH OF THE CROSSING OF U.S. HIGHWAY 40,
 MT0148'14 FEET SOUTH OF MILEPOST 8, AND 52 FEET WEST OF THE CENTER LINE OF
 MT0148'THE TRACK.  A STANDARD DISK, STAMPED 5727.662 C 29 1933 AND SET IN THE
 MT0148'TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 MT0148
 MT0148                          STATION RECOVERY (1934)
 MT0148
 MT0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MT0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0185 ***********************************************************************
 KR0185  DESIGNATION -  C 294
 KR0185  PID         -  KR0185
 KR0185  STATE/COUNTY-  NV/MINERAL
 KR0185  USGS QUAD   -  RAWHIDE (1980)
 KR0185
 KR0185                         *CURRENT SURVEY CONTROL
 KR0185  ___________________________________________________________________
 KR0185* NAD 83(1986)-  39 03 06.     (N)    118 25 20.     (W)     SCALED    
 KR0185* NAVD 88     -      1565.19   (+/-2cm)    5135.1    (feet)  VERTCON   
 KR0185  ___________________________________________________________________
 KR0185  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 KR0185
 KR0185  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0185
 KR0185.The horizontal coordinates were scaled from a topographic map and have
 KR0185.an estimated accuracy of +/- 6 seconds.
 KR0185
 KR0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0185.The vertical order pertains to the NGVD 29 superseded value.
 KR0185
 KR0185.The geoid height was determined by GEOID03.
 KR0185
 KR0185;                    North         East    Units  Estimated Accuracy
 KR0185;SPC NV W     - 4,477,350.      813,950.      MT  (+/- 180 meters Scaled)
 KR0185
 KR0185                          SUPERSEDED SURVEY CONTROL
 KR0185
 KR0185  NGVD 29 (??/??/92) 1564.08   (m)         5131.5    (f) COMPUTED    1 2
 KR0185
 KR0185.Superseded values are not recommended for survey control.
 KR0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0185.See file dsdata.txt to determine how the superseded data were derived.
 KR0185
 KR0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD769234(NAD 83)
 KR0185_MARKER: DB = BENCH MARK DISK
 KR0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0185_STAMPING: C 294 1940
 KR0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0185+STABILITY: SURFACE MOTION
 KR0185
 KR0185  HISTORY     - Date     Condition        Report By
 KR0185  HISTORY     - 1940     MONUMENTED       CGS
 KR0185  HISTORY     - 1955     GOOD             NGS
 KR0185  HISTORY     - 1975     GOOD             USGS
 KR0185
 KR0185                          STATION DESCRIPTION
 KR0185
 KR0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0185'3.1 MI NW FROM RAWHIDE.
 KR0185'3.1 MILES NORTHWEST ALONG A COUNTY GRADED ROAD FROM THE GRUTT BROTHERS
 KR0185'MINING COMPANY OFFICE AT RAWHIDE, 0.3 MILE NORTHWEST OF THE T JUNCTION
 KR0185'OF A TRACK ROAD LEADING SOUTH, 0.15 MILE SOUTHEAST OF THE SOUTHEAST
 KR0185'END OF A LONG CURVE, 108 1/2 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 KR0185'OF THE NORTHWEST END OF A GRADED BAR PIT AND A SMALL DRY WASH, 39 1/2
 KR0185'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.1 FEET NORTHEAST OF A
 KR0185'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 KR0185'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KR0185
 KR0185                          STATION RECOVERY (1975)
 KR0185
 KR0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KR0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0813 ***********************************************************************
 JR0813  DESIGNATION -  C 295
 JR0813  PID         -  JR0813
 JR0813  STATE/COUNTY-  NV/MINERAL
 JR0813  USGS QUAD   -  RAMSEY SPRING (1979)
 JR0813
 JR0813                         *CURRENT SURVEY CONTROL
 JR0813  ___________________________________________________________________
 JR0813* NAD 83(1986)-  38 51 00.     (N)    118 09 06.     (W)     SCALED    
 JR0813* NAVD 88     -      1305.27   (+/-2cm)    4282.4    (feet)  VERTCON   
 JR0813  ___________________________________________________________________
 JR0813  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 JR0813
 JR0813  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0813
 JR0813.The horizontal coordinates were scaled from a topographic map and have
 JR0813.an estimated accuracy of +/- 6 seconds.
 JR0813
 JR0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0813.The vertical order pertains to the NGVD 29 superseded value.
 JR0813
 JR0813.The geoid height was determined by GEOID03.
 JR0813
 JR0813;                    North         East    Units  Estimated Accuracy
 JR0813;SPC NV W     - 4,455,040.      837,470.      MT  (+/- 180 meters Scaled)
 JR0813
 JR0813                          SUPERSEDED SURVEY CONTROL
 JR0813
 JR0813  NGVD 29 (??/??/92) 1304.247  (m)         4279.02   (f) ADJ UNCH    1 2
 JR0813
 JR0813.Superseded values are not recommended for survey control.
 JR0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0813.See file dsdata.txt to determine how the superseded data were derived.
 JR0813
 JR0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD000007(NAD 83)
 JR0813_MARKER: DB = BENCH MARK DISK
 JR0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0813_STAMPING: C 295 1940
 JR0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0813+STABILITY: SURFACE MOTION
 JR0813
 JR0813  HISTORY     - Date     Condition        Report By
 JR0813  HISTORY     - 1940     MONUMENTED       CGS
 JR0813  HISTORY     - 1955     GOOD             NGS
 JR0813
 JR0813                          STATION DESCRIPTION
 JR0813
 JR0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0813'6.6 MI S FROM HOT SPRING.
 JR0813'0.2 MILE SOUTH ALONG A TRACK ROAD FROM HOT SPRING, THENCE 2.7
 JR0813'MILES SOUTH ALONG A GRADED ROAD, THENCE 3.7 MILES SOUTHEAST ALONG
 JR0813'A NARROW DIRT ROAD, 286 FEET WEST OF THE CENTER OF THE Y JUNCTION
 JR0813'OF A TRACK ROAD LEADING WEST (A FORMER ALIGNMENT OF THE PRESENT
 JR0813'ROAD), ABOUT 100 YARDS EAST OF THE REMAINS OF AN OLD FENCE, 73
 JR0813'FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 12 FEET SOUTH
 JR0813'OF THE CENTER LINE OF THE TRACK ROAD, 1.8 FEET NORTH OF A WITNESS
 JR0813'POST, ABOUT 1/2 FOOT HIGHER THAN THE ROADS, AND SET IN THE TOP
 JR0813'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0327 ***********************************************************************
 GS0327  DESIGNATION -  C 296
 GS0327  PID         -  GS0327
 GS0327  STATE/COUNTY-  NV/NYE
 GS0327  USGS QUAD   -  CARRARA CANYON (1987)
 GS0327
 GS0327                         *CURRENT SURVEY CONTROL
 GS0327  ___________________________________________________________________
 GS0327* NAD 83(1986)-  36 47 05.     (N)    116 43 11.     (W)     SCALED    
 GS0327* NAVD 88     -       870.735  (meters)    2856.74   (feet)  ADJUSTED  
 GS0327  ___________________________________________________________________
 GS0327  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 GS0327  DYNAMIC HT  -         869.859 (meters)    2853.86  (feet)  COMP
 GS0327  MODELED GRAV-     979,597.2   (mgal)                       NAVD 88
 GS0327
 GS0327  VERT ORDER  -  FIRST     CLASS II
 GS0327
 GS0327.The horizontal coordinates were scaled from a topographic map and have
 GS0327.an estimated accuracy of +/- 6 seconds.
 GS0327
 GS0327.The orthometric height was determined by differential leveling
 GS0327.and adjusted by the National Geodetic Survey in June 1991..
 GS0327
 GS0327.The geoid height was determined by GEOID03.
 GS0327
 GS0327.The dynamic height is computed by dividing the NAVD 88
 GS0327.geopotential number by the normal gravity value computed on the
 GS0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0327.degrees latitude (g = 980.6199 gals.).
 GS0327
 GS0327.The modeled gravity was interpolated from observed gravity values.
 GS0327
 GS0327;                    North         East    Units  Estimated Accuracy
 GS0327;SPC NV C     - 6,225,740.      495,270.      MT  (+/- 180 meters Scaled)
 GS0327
 GS0327                          SUPERSEDED SURVEY CONTROL
 GS0327
 GS0327  NGVD 29 (??/??/??)  869.896  (m)         2853.98   (f) ADJUSTED    1 2
 GS0327
 GS0327.Superseded values are not recommended for survey control.
 GS0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0327.See file dsdata.txt to determine how the superseded data were derived.
 GS0327
 GS0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA250710(NAD 83)
 GS0327_MARKER: DB = BENCH MARK DISK
 GS0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0327_STAMPING: C 296 1943
 GS0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0327+STABILITY: SURFACE MOTION
 GS0327
 GS0327  HISTORY     - Date     Condition        Report By
 GS0327  HISTORY     - 1943     MONUMENTED       CGS
 GS0327
 GS0327                          STATION DESCRIPTION
 GS0327
 GS0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GS0327'9.1 MI SE FROM BEATTY.
 GS0327'9.1 MILES SOUTHEAST ALONG THE ABANDONED TONOPAH AND TIDEWATER
 GS0327'RAILROAD FROM BEATTY, NYE COUNTY, 0.5 MILE SOUTHEAST OF CARRARA,
 GS0327'AND 57 FEET EAST OF THE CENTERLINE OF THE OLD ROADBED.  A
 GS0327'STANDARD DISK, STAMPED C 296 1943 AND SET IN THE TOP OF A
 GS0327'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0161 ***********************************************************************
 JQ0161  DESIGNATION -  C 297
 JQ0161  PID         -  JQ0161
 JQ0161  STATE/COUNTY-  NV/NYE
 JQ0161  USGS QUAD   -  EAST OF TONOPAH (1987)
 JQ0161
 JQ0161                         *CURRENT SURVEY CONTROL
 JQ0161  ___________________________________________________________________
 JQ0161* NAD 83(1986)-  38 03 08.     (N)    117 05 30.     (W)     SCALED    
 JQ0161* NAVD 88     -      1646.750  (meters)    5402.71   (feet)  ADJUSTED  
 JQ0161  ___________________________________________________________________
 JQ0161  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 JQ0161  DYNAMIC HT  -        1644.931 (meters)    5396.74  (feet)  COMP
 JQ0161  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 JQ0161
 JQ0161  VERT ORDER  -  FIRST     CLASS II
 JQ0161
 JQ0161.This mark is at Tonopah Airport (TPH)
 JQ0161
 JQ0161.The horizontal coordinates were scaled from a topographic map and have
 JQ0161.an estimated accuracy of +/- 6 seconds.
 JQ0161
 JQ0161.The orthometric height was determined by differential leveling
 JQ0161.and adjusted by the National Geodetic Survey in June 1991..
 JQ0161
 JQ0161.The geoid height was determined by GEOID03.
 JQ0161
 JQ0161.The dynamic height is computed by dividing the NAVD 88
 JQ0161.geopotential number by the normal gravity value computed on the
 JQ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0161.degrees latitude (g = 980.6199 gals.).
 JQ0161
 JQ0161.The modeled gravity was interpolated from observed gravity values.
 JQ0161
 JQ0161;                    North         East    Units  Estimated Accuracy
 JQ0161;SPC NV C     - 6,366,490.      462,700.      MT  (+/- 180 meters Scaled)
 JQ0161
 JQ0161                          SUPERSEDED SURVEY CONTROL
 JQ0161
 JQ0161  NGVD 29 (??/??/92) 1645.566  (m)         5398.83   (f) ADJ UNCH    1 2
 JQ0161
 JQ0161.Superseded values are not recommended for survey control.
 JQ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0161.See file dsdata.txt to determine how the superseded data were derived.
 JQ0161
 JQ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC919116(NAD 83)
 JQ0161_MARKER: DB = BENCH MARK DISK
 JQ0161_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JQ0161_SP_SET: CONCRETE FOOTING
 JQ0161_STAMPING: C 297 1945
 JQ0161_MARK LOGO: CGS   
 JQ0161_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JQ0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0161+STABILITY: SURFACE MOTION
 JQ0161
 JQ0161  HISTORY     - Date     Condition        Report By
 JQ0161  HISTORY     - 1945     MONUMENTED       CGS
 JQ0161  HISTORY     - 1983     GOOD             USGS
 JQ0161  HISTORY     - 1985     GOOD             USGS
 JQ0161  HISTORY     - 19920325 GOOD             NGS
 JQ0161
 JQ0161                          STATION DESCRIPTION
 JQ0161
 JQ0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JQ0161'IN TONOPAH ARMY AIR FIELD.
 JQ0161'AT TONOPAH ARMY AIR FIELD, AT THE FLIGHT CONTROL TOWER, SET IN THE TOP
 JQ0161'OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION FOR THE NORTHEAST
 JQ0161'LEG OF THE TOWER, 0.5 FOOT ABOVE THE GROUND.  STAMPED C 297 1945.
 JQ0161
 JQ0161                          STATION RECOVERY (1983)
 JQ0161
 JQ0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JQ0161'RECOVERED IN GOOD CONDITION.
 JQ0161
 JQ0161                          STATION RECOVERY (1985)
 JQ0161
 JQ0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JQ0161'FROM THE JUNCTION OF THE ROAD LEADING TO THE TONOPAH AIRPORT AND U.S.
 JQ0161'HWY. 6 GO SOUTH ON THE AIRPORT ROAD FOR 1.5 MILES TO AN OLD HANGER
 JQ0161'AND CONCRETE APRON. BENCH MARK IS APPROXIMATELY 400 FEET SOUTHEAST OF
 JQ0161'AN OLD HANGER, AND SET IN THE TOP OF THE NORTHEAST CORNER OF THE
 JQ0161'CONCRETE FOUNDATION THAT HELD THE FLIGHT CONTROL TOWER. THE TOWER NO
 JQ0161'LONGER EXISIT.
 JQ0161
 JQ0161                          STATION RECOVERY (1992)
 JQ0161
 JQ0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 JQ0161'THE STATION IS LOCATED AT THE TONOPAH AIRPORT NEAR THE SOUTH END OF
 JQ0161'THE RAMP AREA.  IT IS 34.3 FT (10.5 M) EAST OF THE EAST EDGE OF AN OLD
 JQ0161'CONCRETE FOUNDATION.  THE MARK IS A STANDARD USCGS BM DISK SET IN THE
 JQ0161'TOP OF THE NE ONE OF 4 CONCRETE FOOTINGS FOR THE OLD CONTROL TOWER,
 JQ0161'0.5 FT (15.2 CM) ABOVE THE GROUND AND STAMPED C 297 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0203 ***********************************************************************
 LS0203  DESIGNATION -  C 298
 LS0203  PID         -  LS0203
 LS0203  STATE/COUNTY-  NV/PERSHING
 LS0203  USGS QUAD   -  BUFFALO MOUNTAIN (1987)
 LS0203
 LS0203                         *CURRENT SURVEY CONTROL
 LS0203  ___________________________________________________________________
 LS0203* NAD 83(1986)-  40 10 21.     (N)    118 13 28.     (W)     SCALED    
 LS0203* NAVD 88     -      1368.772  (meters)    4490.71   (feet)  ADJUSTED  
 LS0203  ___________________________________________________________________
 LS0203  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 LS0203  DYNAMIC HT  -        1367.658 (meters)    4487.06  (feet)  COMP
 LS0203  MODELED GRAV-     979,763.6   (mgal)                       NAVD 88
 LS0203
 LS0203  VERT ORDER  -  SECOND    CLASS 0
 LS0203
 LS0203.The horizontal coordinates were scaled from a topographic map and have
 LS0203.an estimated accuracy of +/- 6 seconds.
 LS0203
 LS0203.The orthometric height was determined by differential leveling
 LS0203.and adjusted by the National Geodetic Survey in June 1991..
 LS0203
 LS0203.The geoid height was determined by GEOID03.
 LS0203
 LS0203.The dynamic height is computed by dividing the NAVD 88
 LS0203.geopotential number by the normal gravity value computed on the
 LS0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0203.degrees latitude (g = 980.6199 gals.).
 LS0203
 LS0203.The modeled gravity was interpolated from observed gravity values.
 LS0203
 LS0203;                    North         East    Units  Estimated Accuracy
 LS0203;SPC NV W     - 4,601,830.      830,570.      MT  (+/- 180 meters Scaled)
 LS0203
 LS0203                          SUPERSEDED SURVEY CONTROL
 LS0203
 LS0203  NGVD 29 (??/??/92) 1367.772  (m)         4487.43   (f) ADJ UNCH    2 0
 LS0203
 LS0203.Superseded values are not recommended for survey control.
 LS0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0203.See file dsdata.txt to determine how the superseded data were derived.
 LS0203
 LS0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE957476(NAD 83)
 LS0203_MARKER: DB = BENCH MARK DISK
 LS0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0203_STAMPING: C 298 1945
 LS0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0203+STABILITY: SURFACE MOTION
 LS0203
 LS0203  HISTORY     - Date     Condition        Report By
 LS0203  HISTORY     - 1945     MONUMENTED       CGS
 LS0203  HISTORY     - 1982     GOOD             USGS
 LS0203
 LS0203                          STATION DESCRIPTION
 LS0203
 LS0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LS0203'17.35 MI NE FROM LOVELOCK.
 LS0203'6.25 MILES NORTHEAST ALONG U. S. HIGHWAY 40 FROM THE POST OFFICE AT
 LS0203'LOVELOCK, THENCE 11.1 MILES EAST ALONG THE HUMBOLDT AIRPORT ROAD, 41
 LS0203'FEET EAST OF THE CENTERLINE OF THE ROAD, 82 FEET SOUTH OF A TELEPHONE
 LS0203'POLE WHICH IS AT THE CREST OF A HILL, IN LINE WITH THE TELEPHONE
 LS0203'POLES, 4 FEET ABOVE THE LEVEL OF THE ROAD, 3 FEET SOUTH OF A REFERENCE
 LS0203'POST, SET IN THE TOP OF A CONCRETE POST.
 LS0203
 LS0203                          STATION RECOVERY (1982)
 LS0203
 LS0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LS0203'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0203'STREET AT LOVELOCK 6.8 MILES NORTHEAST ALONG BUSINESS I-80 FROM THE
 LS0203'JCT. OF MAIN ST. AT LOVELOCK, THENCE 10.8 MILES EAST ALONG STATE
 LS0203'HIGHWAY 857 TOWARDS COAL CANYON, 82 FEET SOUTH OF A TELEPHONE POLE AT
 LS0203'THE CREST OF A HILL, IN LINE WITH THE TELEPHONE POLES, 38 FEET EAST
 LS0203'OF THE CENTERLINE OF THE OLD ROAD, 118 EAST OF THE CENTERLINE OF THE
 LS0203'BLACKTOP ROAD. 1 FOOT UNDERGROUND. (BELOW GROUND LEVEL), AND ABOUT 5
 LS0203'FEET ABOVE LEVEL OF THE OLD ROAD. AN IRON BENCH-MARK DISK, STAMPED (C
 LS0203'298 1945' AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1196 ***********************************************************************
 KR1196  DESIGNATION -  C 299
 KR1196  PID         -  KR1196
 KR1196  STATE/COUNTY-  NV/WASHOE
 KR1196  USGS QUAD   -  RENO NW (1982)
 KR1196
 KR1196                         *CURRENT SURVEY CONTROL
 KR1196  ___________________________________________________________________
 KR1196* NAD 83(1986)-  39 38 21.     (N)    119 52 53.     (W)     SCALED    
 KR1196* NAVD 88     -      1520.331  (meters)    4987.95   (feet)  ADJUSTED  
 KR1196  ___________________________________________________________________
 KR1196  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 KR1196  DYNAMIC HT  -        1518.951 (meters)    4983.43  (feet)  COMP
 KR1196  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 KR1196
 KR1196  VERT ORDER  -  SECOND    CLASS 0
 KR1196
 KR1196.The horizontal coordinates were scaled from a topographic map and have
 KR1196.an estimated accuracy of +/- 6 seconds.
 KR1196
 KR1196.The orthometric height was determined by differential leveling
 KR1196.and adjusted by the National Geodetic Survey in June 1991..
 KR1196
 KR1196.The geoid height was determined by GEOID03.
 KR1196
 KR1196.The dynamic height is computed by dividing the NAVD 88
 KR1196.geopotential number by the normal gravity value computed on the
 KR1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1196.degrees latitude (g = 980.6199 gals.).
 KR1196
 KR1196.The modeled gravity was interpolated from observed gravity values.
 KR1196
 KR1196;                    North         East    Units  Estimated Accuracy
 KR1196;SPC NV W     - 4,543,360.      688,580.      MT  (+/- 180 meters Scaled)
 KR1196
 KR1196                          SUPERSEDED SURVEY CONTROL
 KR1196
 KR1196  NGVD 29 (??/??/92) 1519.186  (m)         4984.20   (f) ADJ UNCH    2 0
 KR1196
 KR1196.Superseded values are not recommended for survey control.
 KR1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1196.See file dsdata.txt to determine how the superseded data were derived.
 KR1196
 KR1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD527916(NAD 83)
 KR1196_MARKER: DB = BENCH MARK DISK
 KR1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1196_STAMPING: C 299 1945
 KR1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1196+STABILITY: SURFACE MOTION
 KR1196
 KR1196  HISTORY     - Date     Condition        Report By
 KR1196  HISTORY     - 1945     MONUMENTED       CGS
 KR1196  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1196
 KR1196                          STATION DESCRIPTION
 KR1196
 KR1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KR1196'IN RENO ARMY AIR BASE.
 KR1196'AT RENO ARMY AIR BASE, 1.2 MILES NORTH OF THE MAIN GATE, 69 FEET EAST
 KR1196'OF THE CENTER-LINE OF ACCESS ROAD, ABOUT 5 FEET ABOVE THE ROAD, AND 2
 KR1196'FEET WEST OF WITNESS POST.
 KR1196
 KR1196                          STATION RECOVERY (1967)
 KR1196
 KR1196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0378 ***********************************************************************
 MT0378  DESIGNATION -  C 3
 MT0378  PID         -  MT0378
 MT0378  STATE/COUNTY-  NV/ELKO
 MT0378  USGS QUAD   -  ANNIE CREEK (1986)
 MT0378
 MT0378                         *CURRENT SURVEY CONTROL
 MT0378  ___________________________________________________________________
 MT0378* NAD 83(1986)-  41 39 44.     (N)    115 31 01.     (W)     SCALED    
 MT0378* NAVD 88     -      1847.647  (meters)    6061.82   (feet)  ADJUSTED  
 MT0378  ___________________________________________________________________
 MT0378  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 MT0378  DYNAMIC HT  -        1846.154 (meters)    6056.92  (feet)  COMP
 MT0378  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 MT0378
 MT0378  VERT ORDER  -  SECOND    CLASS 0
 MT0378
 MT0378.The horizontal coordinates were scaled from a topographic map and have
 MT0378.an estimated accuracy of +/- 6 seconds.
 MT0378
 MT0378.The orthometric height was determined by differential leveling
 MT0378.and adjusted by the National Geodetic Survey in June 1991..
 MT0378
 MT0378.The geoid height was determined by GEOID03.
 MT0378
 MT0378.The dynamic height is computed by dividing the NAVD 88
 MT0378.geopotential number by the normal gravity value computed on the
 MT0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0378.degrees latitude (g = 980.6199 gals.).
 MT0378
 MT0378.The modeled gravity was interpolated from observed gravity values.
 MT0378
 MT0378;                    North         East    Units  Estimated Accuracy
 MT0378;SPC NV E     - 8,767,190.      205,530.      MT  (+/- 180 meters Scaled)
 MT0378
 MT0378                          SUPERSEDED SURVEY CONTROL
 MT0378
 MT0378  NGVD 29 (??/??/92) 1846.406  (m)         6057.75   (f) ADJ UNCH    2 0
 MT0378
 MT0378.Superseded values are not recommended for survey control.
 MT0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0378.See file dsdata.txt to determine how the superseded data were derived.
 MT0378
 MT0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG234133(NAD 83)
 MT0378_MARKER: DD = SURVEY DISK
 MT0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0378_STAMPING: C-3 1933
 MT0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0378+STABILITY: SURFACE MOTION
 MT0378
 MT0378  HISTORY     - Date     Condition        Report By
 MT0378  HISTORY     - 1933     MONUMENTED       USGS
 MT0378  HISTORY     - 1934     GOOD             NGS
 MT0378
 MT0378                          STATION DESCRIPTION
 MT0378
 MT0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0378'3.5 MI N FROM CHARLESTON.
 MT0378'3.5 MILES NORTH OF PUMTY RANCH HOUSE AT CHARLESTON 140 FEET NORTH OF
 MT0378'JUNCTION OF ROAD AND SIDE ROAD TO BRUNEAU CANYON.  3 FEET EAST OF
 MT0378'FENCE LINE.  60 FEET WEST OF THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0009 ***********************************************************************
 HP0009  DESIGNATION -  C 3
 HP0009  PID         -  HP0009
 HP0009  STATE/COUNTY-  NV/LINCOLN
 HP0009  USGS QUAD   -  ACOMA (1972)
 HP0009
 HP0009                         *CURRENT SURVEY CONTROL
 HP0009  ___________________________________________________________________
 HP0009* NAD 83(1986)-  37 32 55.     (N)    114 10 23.     (W)     SCALED    
 HP0009* NAVD 88     -      1685.537  (meters)    5529.97   (feet)  ADJUSTED  
 HP0009  ___________________________________________________________________
 HP0009  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 HP0009  DYNAMIC HT  -        1683.598 (meters)    5523.60  (feet)  COMP
 HP0009  MODELED GRAV-     979,420.3   (mgal)                       NAVD 88
 HP0009
 HP0009  VERT ORDER  -  FIRST     CLASS II
 HP0009
 HP0009.The horizontal coordinates were scaled from a topographic map and have
 HP0009.an estimated accuracy of +/- 6 seconds.
 HP0009
 HP0009.The orthometric height was determined by differential leveling
 HP0009.and adjusted by the National Geodetic Survey in June 1991..
 HP0009
 HP0009.The geoid height was determined by GEOID03.
 HP0009
 HP0009.The dynamic height is computed by dividing the NAVD 88
 HP0009.geopotential number by the normal gravity value computed on the
 HP0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0009.degrees latitude (g = 980.6199 gals.).
 HP0009
 HP0009.The modeled gravity was interpolated from observed gravity values.
 HP0009
 HP0009;                    North         East    Units  Estimated Accuracy
 HP0009;SPC NV E     - 8,311,440.      324,610.      MT  (+/- 180 meters Scaled)
 HP0009
 HP0009                          SUPERSEDED SURVEY CONTROL
 HP0009
 HP0009  NGVD 29 (??/??/92) 1684.346  (m)         5526.06   (f) ADJ UNCH    1 2
 HP0009
 HP0009.Superseded values are not recommended for survey control.
 HP0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0009.See file dsdata.txt to determine how the superseded data were derived.
 HP0009
 HP0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB497594(NAD 83)
 HP0009_MARKER: DB = BENCH MARK DISK
 HP0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HP0009_SP_SET: BUNKHOUSE
 HP0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0009
 HP0009  HISTORY     - Date     Condition        Report By
 HP0009  HISTORY     - UNK      MONUMENTED       CGS
 HP0009  HISTORY     - 1950     GOOD             NGS
 HP0009  HISTORY     - 1965     MARK NOT FOUND   NGS
 HP0009  HISTORY     - 1981     GOOD             LOCSUR
 HP0009
 HP0009                          STATION DESCRIPTION
 HP0009
 HP0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HP0009'IN ACOMA.
 HP0009'AT ACOMA, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD, 82 FEET
 HP0009'NORTHWEST OF THE CENTER LINE OF THE MAIN TRACK, IN THE FACE OF THE
 HP0009'CONCRETE BUNKHOUSE TOWARD THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE
 HP0009'TRACK.  A STANDARD DISK, SET VERTICALLY.
 HP0009
 HP0009                          STATION RECOVERY (1965)
 HP0009
 HP0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HP0009'MARK NOT FOUND.
 HP0009
 HP0009                          STATION RECOVERY (1981)
 HP0009
 HP0009'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 HP0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0211 ***********************************************************************
 LQ0211  DESIGNATION -  C 30
 LQ0211  PID         -  LQ0211
 LQ0211  STATE/COUNTY-  NV/ELKO
 LQ0211  USGS QUAD   -  MIZPAH (1982)
 LQ0211
 LQ0211                         *CURRENT SURVEY CONTROL
 LQ0211  ___________________________________________________________________
 LQ0211* NAD 83(1986)-  40 24 30.     (N)    114 39 23.     (W)     SCALED    
 LQ0211* NAVD 88     -      1725.935  (meters)    5662.51   (feet)  ADJUSTED  
 LQ0211  ___________________________________________________________________
 LQ0211  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 LQ0211  DYNAMIC HT  -        1724.392 (meters)    5657.44  (feet)  COMP
 LQ0211  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 LQ0211
 LQ0211  VERT ORDER  -  FIRST     CLASS II
 LQ0211
 LQ0211.The horizontal coordinates were scaled from a topographic map and have
 LQ0211.an estimated accuracy of +/- 6 seconds.
 LQ0211
 LQ0211.The orthometric height was determined by differential leveling
 LQ0211.and adjusted by the National Geodetic Survey in June 1991..
 LQ0211
 LQ0211.The geoid height was determined by GEOID03.
 LQ0211
 LQ0211.The dynamic height is computed by dividing the NAVD 88
 LQ0211.geopotential number by the normal gravity value computed on the
 LQ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0211.degrees latitude (g = 980.6199 gals.).
 LQ0211
 LQ0211.The modeled gravity was interpolated from observed gravity values.
 LQ0211
 LQ0211;                    North         East    Units  Estimated Accuracy
 LQ0211;SPC NV E     - 8,628,360.      278,680.      MT  (+/- 180 meters Scaled)
 LQ0211
 LQ0211                          SUPERSEDED SURVEY CONTROL
 LQ0211
 LQ0211  NGVD 29 (??/??/92) 1724.826  (m)         5658.87   (f) ADJ UNCH    1 2
 LQ0211
 LQ0211.Superseded values are not recommended for survey control.
 LQ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0211.See file dsdata.txt to determine how the superseded data were derived.
 LQ0211
 LQ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE988757(NAD 83)
 LQ0211_MARKER: DB = BENCH MARK DISK
 LQ0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0211_STAMPING: 5658.867 C 30 1933
 LQ0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0211+STABILITY: SURFACE MOTION
 LQ0211
 LQ0211  HISTORY     - Date     Condition        Report By
 LQ0211  HISTORY     - 1933     MONUMENTED       CGS
 LQ0211
 LQ0211                          STATION DESCRIPTION
 LQ0211
 LQ0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0211'11.0 MI NE FROM CURRIE.
 LQ0211'ABOUT 11.0 MILES NORTHEAST ALONG THE NEVADA NORTHERN RAILWAY FROM
 LQ0211'CURRIE, ELKO COUNTY, ABOUT 1 MILE NORTH OF THE SIDING AT MIZPAH, 85
 LQ0211'FEET SOUTHEAST OF MILEPOST 52, AND 35 FEET EAST OF THE CENTER LINE OF
 LQ0211'THE TRACK.  A STANDARD DISK, STAMPED 5658.867 C 30 1933 AND SET IN THE
 LQ0211'TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0730 ***********************************************************************
 GR0730  DESIGNATION -  C 301
 GR0730  PID         -  GR0730
 GR0730  STATE/COUNTY-  NV/CLARK
 GR0730  USGS QUAD   -  MOAPA EAST (1983)
 GR0730
 GR0730                         *CURRENT SURVEY CONTROL
 GR0730  ___________________________________________________________________
 GR0730* NAD 83(1986)-  36 40 32.     (N)    114 37 17.     (W)     SCALED    
 GR0730* NAVD 88     -       521.696  (meters)    1711.60   (feet)  ADJUSTED  
 GR0730  ___________________________________________________________________
 GR0730  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 GR0730  DYNAMIC HT  -         521.200 (meters)    1709.97  (feet)  COMP
 GR0730  MODELED GRAV-     979,664.5   (mgal)                       NAVD 88
 GR0730
 GR0730  VERT ORDER  -  FIRST     CLASS I
 GR0730
 GR0730.The horizontal coordinates were scaled from a topographic map and have
 GR0730.an estimated accuracy of +/- 6 seconds.
 GR0730
 GR0730.The orthometric height was determined by differential leveling
 GR0730.and adjusted by the National Geodetic Survey in June 1991..
 GR0730.WARNING-Repeat measurements at this control monument indicate possible
 GR0730.vertical movement.
 GR0730
 GR0730.The geoid height was determined by GEOID03.
 GR0730
 GR0730.The dynamic height is computed by dividing the NAVD 88
 GR0730.geopotential number by the normal gravity value computed on the
 GR0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0730.degrees latitude (g = 980.6199 gals.).
 GR0730
 GR0730.The modeled gravity was interpolated from observed gravity values.
 GR0730
 GR0730;                    North         East    Units  Estimated Accuracy
 GR0730;SPC NV E     - 8,214,060.      285,980.      MT  (+/- 180 meters Scaled)
 GR0730
 GR0730                          SUPERSEDED SURVEY CONTROL
 GR0730
 GR0730  NGVD 29 (??/??/92)  521.035  (m)         1709.43   (f) ADJ UNCH    1 1
 GR0730
 GR0730.Superseded values are not recommended for survey control.
 GR0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0730.See file dsdata.txt to determine how the superseded data were derived.
 GR0730
 GR0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA125615(NAD 83)
 GR0730_MARKER: DB = BENCH MARK DISK
 GR0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0730_SP_SET: ABUTMENT
 GR0730_STAMPING: C 301 1941
 GR0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0730
 GR0730  HISTORY     - Date     Condition        Report By
 GR0730  HISTORY     - 1941     MONUMENTED       CGS
 GR0730  HISTORY     - 1949     GOOD             NGS
 GR0730  HISTORY     - 1963     GOOD             NGS
 GR0730  HISTORY     - 1982     GOOD             NGS
 GR0730
 GR0730                          STATION DESCRIPTION
 GR0730
 GR0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0730'0.3 MI N FROM MOAPA.
 GR0730'0.3 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0730'MOAPA, AT A CONCRETE BRIDGE OVER U. S. HIGHWAY 93, IN THE TOP OF THE
 GR0730'SOUTHWEST CORNER OF THE SOUTH END OF THE WEST ABUTMENT, 13 FEET SOUTH
 GR0730'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 GR0730
 GR0730                          STATION RECOVERY (1963)
 GR0730
 GR0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0730'RECOVERED IN GOOD CONDITION.
 GR0730
 GR0730                          STATION RECOVERY (1982)
 GR0730
 GR0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0199 ***********************************************************************
 FS0199  DESIGNATION -  C 302
 FS0199  PID         -  FS0199
 FS0199  STATE/COUNTY-  NV/CLARK
 FS0199  USGS QUAD   -  JEAN (1989)
 FS0199
 FS0199                         *CURRENT SURVEY CONTROL
 FS0199  ___________________________________________________________________
 FS0199* NAD 83(1986)-  35 49 23.     (N)    115 17 18.     (W)     SCALED    
 FS0199* NAVD 88     -       922.974  (meters)    3028.12   (feet)  POSTED    
 FS0199  ___________________________________________________________________
 FS0199  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 FS0199  DYNAMIC HT  -         921.970 (meters)    3024.83  (feet)  COMP
 FS0199  MODELED GRAV-     979,509.6   (mgal)                       NAVD 88
 FS0199
 FS0199  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0199
 FS0199.The horizontal coordinates were scaled from a topographic map and have
 FS0199.an estimated accuracy of +/- 6 seconds.
 FS0199
 FS0199.The orthometric height was determined by differential leveling
 FS0199.and adjusted by the National Geodetic Survey in 1992..
 FS0199.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0199.rate of 0.0 thru 1.0 mm/km.
 FS0199
 FS0199.The geoid height was determined by GEOID03.
 FS0199
 FS0199.The dynamic height is computed by dividing the NAVD 88
 FS0199.geopotential number by the normal gravity value computed on the
 FS0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0199.degrees latitude (g = 980.6199 gals.).
 FS0199
 FS0199.The modeled gravity was interpolated from observed gravity values.
 FS0199
 FS0199;                    North         East    Units  Estimated Accuracy
 FS0199;SPC NV E     - 8,119,080.      226,660.      MT  (+/- 180 meters Scaled)
 FS0199
 FS0199                          SUPERSEDED SURVEY CONTROL
 FS0199
 FS0199  NGVD 29 (??/??/92)  922.179  (m)         3025.52   (f) ADJ UNCH    1 2
 FS0199
 FS0199.Superseded values are not recommended for survey control.
 FS0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0199.See file dsdata.txt to determine how the superseded data were derived.
 FS0199
 FS0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV546656(NAD 83)
 FS0199_MARKER: DB = BENCH MARK DISK
 FS0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FS0199_SP_SET: UNDERPASS
 FS0199_STAMPING: C 302 1940
 FS0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FS0199
 FS0199  HISTORY     - Date     Condition        Report By
 FS0199  HISTORY     - 1940     MONUMENTED       CGS
 FS0199  HISTORY     - 1949     GOOD             NGS
 FS0199  HISTORY     - 1960     GOOD             NGS
 FS0199
 FS0199                          STATION DESCRIPTION
 FS0199
 FS0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0199'3.7 MI N FROM JEAN.
 FS0199'3.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0199'AT JEAN, AT THE JEAN UNDERPASS, IN THE TOP OF THE NORTH END OF
 FS0199'THE EAST CONCRETE RETAINING WALL, 6.6 FEET EAST OF THE EAST RAIL,
 FS0199'AND ABOUT LEVEL WITH THE TOP OF THE RAIL.
 FS0199
 FS0199                          STATION RECOVERY (1960)
 FS0199
 FS0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FS0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0503 ***********************************************************************
 GR0503  DESIGNATION -  C 303
 GR0503  PID         -  GR0503
 GR0503  STATE/COUNTY-  NV/CLARK
 GR0503  USGS QUAD   -  BOULDER CANYON (1983)
 GR0503
 GR0503                         *CURRENT SURVEY CONTROL
 GR0503  ___________________________________________________________________
 GR0503* NAD 83(1986)-  36 10 22.     (N)    114 33 13.     (W)     SCALED    
 GR0503* NAVD 88     -       370.006  (meters)    1213.93   (feet)  POSTED    
 GR0503  ___________________________________________________________________
 GR0503  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 GR0503  DYNAMIC HT  -         369.650 (meters)    1212.76  (feet)  COMP
 GR0503  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 GR0503
 GR0503  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0503
 GR0503.The horizontal coordinates were scaled from a topographic map and have
 GR0503.an estimated accuracy of +/- 6 seconds.
 GR0503
 GR0503.The orthometric height was determined by differential leveling
 GR0503.and adjusted by the National Geodetic Survey in 1992..
 GR0503.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0503.rate of 0.0 thru 1.0 mm/km.
 GR0503
 GR0503.The geoid height was determined by GEOID03.
 GR0503
 GR0503.The dynamic height is computed by dividing the NAVD 88
 GR0503.geopotential number by the normal gravity value computed on the
 GR0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0503.degrees latitude (g = 980.6199 gals.).
 GR0503
 GR0503.The modeled gravity was interpolated from observed gravity values.
 GR0503
 GR0503;                    North         East    Units  Estimated Accuracy
 GR0503;SPC NV E     - 8,158,330.      292,630.      MT  (+/- 180 meters Scaled)
 GR0503
 GR0503                          SUPERSEDED SURVEY CONTROL
 GR0503
 GR0503  NGVD 29 (??/??/92)  369.324  (m)         1211.69   (f) ADJ UNCH    1 1
 GR0503
 GR0503.Superseded values are not recommended for survey control.
 GR0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0503.See file dsdata.txt to determine how the superseded data were derived.
 GR0503
 GR0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA200058(NAD 83)
 GR0503_MARKER: DB = BENCH MARK DISK
 GR0503_SETTING: 66 = SET IN ROCK OUTCROP
 GR0503_SP_SET: GRAY OUTCROP
 GR0503_STAMPING: C 303 1940
 GR0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0503+STABILITY: POSITION/ELEVATION WELL
 GR0503
 GR0503  HISTORY     - Date     Condition        Report By
 GR0503  HISTORY     - 1940     MONUMENTED       CGS
 GR0503  HISTORY     - 1950     GOOD             NGS
 GR0503  HISTORY     - 1963     GOOD             NGS
 GR0503
 GR0503                          STATION DESCRIPTION
 GR0503
 GR0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0503'0.1 MI NW FROM MOUTH OF BOULDER WASH.
 GR0503'0.1 MILE NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0503'WASH, IN BOULDER WASH, IN A GRAY OUTCROP, 45 YARDS SOUTHWEST OF BENCH
 GR0503'MARK B 303, 75 FEET SOUTH OF THE APPROXIMATE CENTER OF THE BED OF THE
 GR0503'WASH, 11 FEET EAST OF THE APPROXIMATE CENTER OF A DEEP NARROW RAVINE
 GR0503'ENTERING WASH FROM THE SOUTH, ABOUT 7 FEET HIGHER THAN THE BED OF THE
 GR0503'WASH, AND MARKED BY THE WHITE PAINTED LETTERS BM.
 GR0503
 GR0503                          STATION RECOVERY (1963)
 GR0503
 GR0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0187 ***********************************************************************
 HP0187  DESIGNATION -  C 304
 HP0187  PID         -  HP0187
 HP0187  STATE/COUNTY-  NV/LINCOLN
 HP0187  USGS QUAD   -  LOWER PAHRANAGAT LAKE (1969)
 HP0187
 HP0187                         *CURRENT SURVEY CONTROL
 HP0187  ___________________________________________________________________
 HP0187* NAD 83(1986)-  37 11 04.     (N)    115 05 34.     (W)     SCALED    
 HP0187* NAVD 88     -      1036.296  (meters)    3399.91   (feet)  ADJUSTED  
 HP0187  ___________________________________________________________________
 HP0187  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 HP0187  DYNAMIC HT  -        1035.208 (meters)    3396.34  (feet)  COMP
 HP0187  MODELED GRAV-     979,546.6   (mgal)                       NAVD 88
 HP0187
 HP0187  VERT ORDER  -  SECOND    CLASS 0
 HP0187
 HP0187.The horizontal coordinates were scaled from a topographic map and have
 HP0187.an estimated accuracy of +/- 6 seconds.
 HP0187
 HP0187.The orthometric height was determined by differential leveling
 HP0187.and adjusted by the National Geodetic Survey in June 1991..
 HP0187
 HP0187.The geoid height was determined by GEOID03.
 HP0187
 HP0187.The dynamic height is computed by dividing the NAVD 88
 HP0187.geopotential number by the normal gravity value computed on the
 HP0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0187.degrees latitude (g = 980.6199 gals.).
 HP0187
 HP0187.The modeled gravity was interpolated from observed gravity values.
 HP0187
 HP0187;                    North         East    Units  Estimated Accuracy
 HP0187;SPC NV E     - 8,270,210.      243,560.      MT  (+/- 180 meters Scaled)
 HP0187
 HP0187                          SUPERSEDED SURVEY CONTROL
 HP0187
 HP0187  NGVD 29 (??/??/92) 1035.437  (m)         3397.10   (f) ADJ UNCH    2 0
 HP0187
 HP0187.Superseded values are not recommended for survey control.
 HP0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0187.See file dsdata.txt to determine how the superseded data were derived.
 HP0187
 HP0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB692170(NAD 83)
 HP0187_MARKER: DB = BENCH MARK DISK
 HP0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0187_STAMPING: C 304 1941
 HP0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0187+STABILITY: SURFACE MOTION
 HP0187
 HP0187  HISTORY     - Date     Condition        Report By
 HP0187  HISTORY     - 1941     MONUMENTED       CGS
 HP0187
 HP0187                          STATION DESCRIPTION
 HP0187
 HP0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0187'12.0 MI SE FROM ALAMO.
 HP0187'ABOUT 12.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0187'AT ALAMO, LINCOLN COUNTY, THENCE ABOUT 3.0 MILES SOUTH ALONG A ROAD
 HP0187'LEADING TO THE CROSSING OF U.S. HIGHWAY 95, ON THE EAST SLOPE OF A
 HP0187'RIDGE, ABOUT 150 FEET SOUTHEAST OF AND 4.0 FEET LOWER THAN THE TOP OF
 HP0187'THE RIDGE, 34.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3.0
 HP0187'FEET SOUTH OF A TRIANGULAR CONCRETE POST PROJECTING ABOUT 2.0 FEET
 HP0187'ABOVE GROUND, AND ABOUT 2.0 FEET HIGHER THAN THE ROAD.  A STANDARD
 HP0187'DISK, STAMPED C 304 1941 AND SET IN THE TOP OF A CONCRETE POST
 HP0187'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0884 ***********************************************************************
 GR0884  DESIGNATION -  C 305
 GR0884  PID         -  GR0884
 GR0884  STATE/COUNTY-  NV/CLARK
 GR0884  USGS QUAD   -  BLACK HILLS NW (1973)
 GR0884
 GR0884                         *CURRENT SURVEY CONTROL
 GR0884  ___________________________________________________________________
 GR0884* NAD 83(1986)-  36 42 51.     (N)    115 27 48.     (W)     SCALED    
 GR0884* NAVD 88     -      1057.637  (meters)    3469.93   (feet)  ADJUSTED  
 GR0884  ___________________________________________________________________
 GR0884  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 GR0884  DYNAMIC HT  -        1056.506 (meters)    3466.22  (feet)  COMP
 GR0884  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 GR0884
 GR0884  VERT ORDER  -  SECOND    CLASS 0
 GR0884
 GR0884.The horizontal coordinates were scaled from a topographic map and have
 GR0884.an estimated accuracy of +/- 6 seconds.
 GR0884
 GR0884.The orthometric height was determined by differential leveling
 GR0884.and adjusted by the National Geodetic Survey in June 1991..
 GR0884
 GR0884.The geoid height was determined by GEOID03.
 GR0884
 GR0884.The dynamic height is computed by dividing the NAVD 88
 GR0884.geopotential number by the normal gravity value computed on the
 GR0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0884.degrees latitude (g = 980.6199 gals.).
 GR0884
 GR0884.The modeled gravity was interpolated from observed gravity values.
 GR0884
 GR0884;                    North         East    Units  Estimated Accuracy
 GR0884;SPC NV E     - 8,217,920.      210,720.      MT  (+/- 180 meters Scaled)
 GR0884
 GR0884                          SUPERSEDED SURVEY CONTROL
 GR0884
 GR0884  NGVD 29 (??/??/92) 1056.818  (m)         3467.24   (f) ADJ UNCH    2 0
 GR0884
 GR0884.Superseded values are not recommended for survey control.
 GR0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0884.See file dsdata.txt to determine how the superseded data were derived.
 GR0884
 GR0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA372642(NAD 83)
 GR0884_MARKER: DB = BENCH MARK DISK
 GR0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0884_SP_SET: CONCRETE POST
 GR0884_STAMPING: C 305 1941
 GR0884_MARK LOGO: CGS   
 GR0884_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0884+STABILITY: SURFACE MOTION
 GR0884
 GR0884  HISTORY     - Date     Condition        Report By
 GR0884  HISTORY     - 1941     MONUMENTED       CGS
 GR0884  HISTORY     - 1973     GOOD             USGS
 GR0884  HISTORY     - 19930126 GOOD             LOCENG
 GR0884
 GR0884                          STATION DESCRIPTION
 GR0884
 GR0884'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR0884'22.5 MI NE FROM INDIAN SPRINGS.
 GR0884'ABOUT 6.6 MI SE ALONG US HWY 95 FROM THE POST OFFICE AT INDIAN SPRINGS
 GR0884'TO RD JCT LEADING NE, THENCE 1.3 MI NE TO JCT OF TRACK RD ALONG NE
 GR0884'SIDE OF DISMANTLED RR, THENCE 1.0 MI ESE ALONG TRACK RD, THENCE 1.7 MI
 GR0884'NE ALONG TRACK RD TO LINE OF WRECKED VEHICLES AT SW EDGE OF DRY LAKE,
 GR0884'THENCE 4.9 MI NNE ACROSS COUNTRY ON DRY LAKE BED TO AN ABANDONED TRACK
 GR0884'RD AT NW EDGE OF DRY LAKE, THENCE 2.0 MI NORTH ALONG ABANDONED TRACK
 GR0884'RD TO JCT WITH BLADED GRAVEL RD, THENCE 5.0 MI NNE ALONG BALDED GRAVEL
 GR0884'RD, 20 FT NW OF THE C/L OF THE RD, 3 FT SOUTH OF A WOODEN POST
 GR0884'STENCILED USBM PROJECTING 2 FT AND 0.6 FT ABOVE THE RD. A STD DISK
 GR0884'STAMPED C 305 1941 SET IN TOP OF A CONCRETE POST PROJECTING 0.6 FT.
 GR0884'NOTE-- MARK LIES WITHIN THE BOUNDRY OF NELLIS AIR FORCE RANGE.
 GR0884
 GR0884                          STATION RECOVERY (1993)
 GR0884
 GR0884'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 GR0884'RECOVERED IN GOOD CONDITION.  NOTE--MARK IS PARTIALLY BURIED IN ROAD
 GR0884'BERM.  PLACED A CARSONITE MARKER 1 METER (3.3 FT) EAST OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1372 ***********************************************************************
 KR1372  DESIGNATION -  C 306
 KR1372  PID         -  KR1372
 KR1372  STATE/COUNTY-  NV/WASHOE
 KR1372  USGS QUAD   -  VERDI (1982)
 KR1372
 KR1372                         *CURRENT SURVEY CONTROL
 KR1372  ___________________________________________________________________
 KR1372* NAD 83(1986)-  39 30 38.     (N)    119 56 45.     (W)     SCALED    
 KR1372* NAVD 88     -      1461.781  (meters)    4795.86   (feet)  ADJUSTED  
 KR1372  ___________________________________________________________________
 KR1372  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 KR1372  DYNAMIC HT  -        1460.402 (meters)    4791.34  (feet)  COMP
 KR1372  MODELED GRAV-     979,632.8   (mgal)                       NAVD 88
 KR1372
 KR1372  VERT ORDER  -  FIRST     CLASS I
 KR1372
 KR1372.The horizontal coordinates were scaled from a topographic map and have
 KR1372.an estimated accuracy of +/- 6 seconds.
 KR1372
 KR1372.The orthometric height was determined by differential leveling
 KR1372.and adjusted by the National Geodetic Survey in June 1991..
 KR1372.WARNING-Repeat measurements at this control monument indicate possible
 KR1372.vertical movement.
 KR1372
 KR1372.The geoid height was determined by GEOID03.
 KR1372
 KR1372.The dynamic height is computed by dividing the NAVD 88
 KR1372.geopotential number by the normal gravity value computed on the
 KR1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1372.degrees latitude (g = 980.6199 gals.).
 KR1372
 KR1372.The modeled gravity was interpolated from observed gravity values.
 KR1372
 KR1372;                    North         East    Units  Estimated Accuracy
 KR1372;SPC NV W     - 4,529,160.      682,830.      MT  (+/- 180 meters Scaled)
 KR1372
 KR1372                          SUPERSEDED SURVEY CONTROL
 KR1372
 KR1372  NGVD 29 (??/??/92) 1460.641  (m)         4792.12   (f) ADJ UNCH    1 1
 KR1372
 KR1372.Superseded values are not recommended for survey control.
 KR1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1372.See file dsdata.txt to determine how the superseded data were derived.
 KR1372
 KR1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD467775(NAD 83)
 KR1372_MARKER: DB = BENCH MARK DISK
 KR1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1372_STAMPING: C 306 1947
 KR1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1372+STABILITY: SURFACE MOTION
 KR1372
 KR1372  HISTORY     - Date     Condition        Report By
 KR1372  HISTORY     - 1947     MONUMENTED       CGS
 KR1372  HISTORY     - 1969     GOOD             NGS
 KR1372
 KR1372                          STATION DESCRIPTION
 KR1372
 KR1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1372'2.6 MI E FROM VERDI.
 KR1372'2.6 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1372'CROSSING OF BRIDGE STREET AT VERDI, 2 POLES WEST OF SEMAPHORE 235, 1
 KR1372'POLE WEST OF MILEPOLE 235, 42.5 FEET NORTH OF THE NORTH RAIL OF THE
 KR1372'EASTBOUND TRACK, 3 1/2 FEET SOUTH OF THE FIRST TELEPHONE POLE WEST OF
 KR1372'THE MILEPOLE, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 KR1372'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 KR1372'THE GROUND.  SEC 15, T19N, R18E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1335 ***********************************************************************
 KR1335  DESIGNATION -  C 307
 KR1335  PID         -  KR1335
 KR1335  STATE/COUNTY-  NV/WASHOE
 KR1335  USGS QUAD   -  VISTA (1982)
 KR1335
 KR1335                         *CURRENT SURVEY CONTROL
 KR1335  ___________________________________________________________________
 KR1335* NAD 83(1986)-  39 32 52.     (N)    119 44 57.     (W)     SCALED    
 KR1335* NAVD 88     -      1345.370  (meters)    4413.93   (feet)  ADJUSTED  
 KR1335  ___________________________________________________________________
 KR1335  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KR1335  DYNAMIC HT  -        1344.161 (meters)    4409.97  (feet)  COMP
 KR1335  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 KR1335
 KR1335  VERT ORDER  -  FIRST     CLASS II
 KR1335
 KR1335.The horizontal coordinates were scaled from a topographic map and have
 KR1335.an estimated accuracy of +/- 6 seconds.
 KR1335
 KR1335.The orthometric height was determined by differential leveling
 KR1335.and adjusted by the National Geodetic Survey in June 1991..
 KR1335
 KR1335.The geoid height was determined by GEOID03.
 KR1335
 KR1335.The dynamic height is computed by dividing the NAVD 88
 KR1335.geopotential number by the normal gravity value computed on the
 KR1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1335.degrees latitude (g = 980.6199 gals.).
 KR1335
 KR1335.The modeled gravity was interpolated from observed gravity values.
 KR1335
 KR1335;                    North         East    Units  Estimated Accuracy
 KR1335;SPC NV W     - 4,533,060.      699,800.      MT  (+/- 180 meters Scaled)
 KR1335
 KR1335                          SUPERSEDED SURVEY CONTROL
 KR1335
 KR1335  NGVD 29 (??/??/92) 1344.307  (m)         4410.45   (f) ADJ UNCH    1 2
 KR1335
 KR1335.Superseded values are not recommended for survey control.
 KR1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1335.See file dsdata.txt to determine how the superseded data were derived.
 KR1335
 KR1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD637811(NAD 83)
 KR1335_MARKER: DB = BENCH MARK DISK
 KR1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1335_STAMPING: C 307 1947
 KR1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1335+STABILITY: SURFACE MOTION
 KR1335
 KR1335  HISTORY     - Date     Condition        Report By
 KR1335  HISTORY     - 1947     MONUMENTED       CGS
 KR1335  HISTORY     - 20030803 MARK NOT FOUND   USPSQD
 KR1335
 KR1335                          STATION DESCRIPTION
 KR1335
 KR1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KR1335'IN SPARKS AIRPARK.
 KR1335'AT SPARKS AIRPARK, AT THE NORTHEAST CORNER OF THE MOST EASTERLY HANGAR
 KR1335'AT THE SPARKS AIRPARK, 8.8 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 KR1335'HANGAR, 1.1 FEET EAST OF THE EAST FACE OF THE HANGAR, SET IN THE TOP
 KR1335'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. WITNESS POST
 KR1335'SET 1.3 FEET NORTH OF THE STATION.
 KR1335
 KR1335                          STATION RECOVERY (2003)
 KR1335
 KR1335'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1335'SITE OF AIRPARK NOW A STRIP SHOPPING CENTER. HANGER BUILDING BULT INTO
 KR1335'SHOPPING CENTER AND NEW CONCRETE WALKWAY OVER SITE OF MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0109 ***********************************************************************
 KP0109  DESIGNATION -  C 31
 KP0109  PID         -  KP0109
 KP0109  STATE/COUNTY-  NV/WHITE PINE
 KP0109  USGS QUAD   -  BORCHERT SPRING (1982)
 KP0109
 KP0109                         *CURRENT SURVEY CONTROL
 KP0109  ___________________________________________________________________
 KP0109* NAD 83(1986)-  39 46 07.     (N)    114 48 46.     (W)     SCALED    
 KP0109* NAVD 88     -      1804.335  (meters)    5919.72   (feet)  ADJUSTED  
 KP0109  ___________________________________________________________________
 KP0109  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 KP0109  DYNAMIC HT  -        1802.513 (meters)    5913.74  (feet)  COMP
 KP0109  MODELED GRAV-     979,553.5   (mgal)                       NAVD 88
 KP0109
 KP0109  VERT ORDER  -  FIRST     CLASS II
 KP0109
 KP0109.The horizontal coordinates were scaled from a topographic map and have
 KP0109.an estimated accuracy of +/- 6 seconds.
 KP0109
 KP0109.The orthometric height was determined by differential leveling
 KP0109.and adjusted by the National Geodetic Survey in June 1991..
 KP0109
 KP0109.The geoid height was determined by GEOID03.
 KP0109
 KP0109.The dynamic height is computed by dividing the NAVD 88
 KP0109.geopotential number by the normal gravity value computed on the
 KP0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0109.degrees latitude (g = 980.6199 gals.).
 KP0109
 KP0109.The modeled gravity was interpolated from observed gravity values.
 KP0109
 KP0109;                    North         East    Units  Estimated Accuracy
 KP0109;SPC NV E     - 8,557,210.      266,020.      MT  (+/- 180 meters Scaled)
 KP0109
 KP0109                          SUPERSEDED SURVEY CONTROL
 KP0109
 KP0109  NGVD 29 (??/??/92) 1803.120  (m)         5915.74   (f) ADJ UNCH    1 2
 KP0109
 KP0109.Superseded values are not recommended for survey control.
 KP0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0109.See file dsdata.txt to determine how the superseded data were derived.
 KP0109
 KP0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE873043(NAD 83)
 KP0109_MARKER: DB = BENCH MARK DISK
 KP0109_SETTING: 66 = SET IN ROCK OUTCROP
 KP0109_SP_SET: ROCK LEDGE
 KP0109_STAMPING: 5915.736 C 31 1933
 KP0109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0109+STABILITY: POSITION/ELEVATION WELL
 KP0109
 KP0109  HISTORY     - Date     Condition        Report By
 KP0109  HISTORY     - 1933     MONUMENTED       CGS
 KP0109  HISTORY     - 1934     GOOD             NGS
 KP0109
 KP0109                          STATION DESCRIPTION
 KP0109
 KP0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0109'8.7 MI S FROM CHERRY CREEK.
 KP0109'ABOUT 8.7 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM THE
 KP0109'STATION AT CHERRY CREEK, WHITE PINE COUNTY, ABOUT 0.2 MILE NORTH OF
 KP0109'THE SIDING AT RAIFF, 27 FEET SOUTHEAST OF MILEPOST 100, ABOUT 30 FEET
 KP0109'WEST OF THE CENTER LINE OF THE TRACK, AND IN THE TOP OF A LIMESTONE
 KP0109'LEDGE.  A STANDARD DISK, STAMPED 5915.736 C 31 1933.
 KP0109
 KP0109                          STATION RECOVERY (1934)
 KP0109
 KP0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0812 ***********************************************************************
 GR0812  DESIGNATION -  C 311
 GR0812  PID         -  GR0812
 GR0812  STATE/COUNTY-  NV/LINCOLN
 GR0812  USGS QUAD   -  WILDCAT WASH NW (1969)
 GR0812
 GR0812                         *CURRENT SURVEY CONTROL
 GR0812  ___________________________________________________________________
 GR0812* NAD 83(1986)-  36 58 15.     (N)    114 55 46.     (W)     SCALED    
 GR0812* NAVD 88     -       814.128  (meters)    2671.02   (feet)  ADJUSTED  
 GR0812  ___________________________________________________________________
 GR0812  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 GR0812  DYNAMIC HT  -         813.316 (meters)    2668.35  (feet)  COMP
 GR0812  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 GR0812
 GR0812  VERT ORDER  -  SECOND    CLASS 0
 GR0812
 GR0812.The horizontal coordinates were scaled from a topographic map and have
 GR0812.an estimated accuracy of +/- 6 seconds.
 GR0812
 GR0812.The orthometric height was determined by differential leveling
 GR0812.and adjusted by the National Geodetic Survey in June 1991..
 GR0812
 GR0812.The geoid height was determined by GEOID03.
 GR0812
 GR0812.The dynamic height is computed by dividing the NAVD 88
 GR0812.geopotential number by the normal gravity value computed on the
 GR0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0812.degrees latitude (g = 980.6199 gals.).
 GR0812
 GR0812.The modeled gravity was interpolated from observed gravity values.
 GR0812
 GR0812;                    North         East    Units  Estimated Accuracy
 GR0812;SPC NV E     - 8,246,590.      258,220.      MT  (+/- 180 meters Scaled)
 GR0812
 GR0812                          SUPERSEDED SURVEY CONTROL
 GR0812
 GR0812  NGVD 29 (??/??/92)  813.388  (m)         2668.59   (f) ADJ UNCH    2 0
 GR0812
 GR0812.Superseded values are not recommended for survey control.
 GR0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0812.See file dsdata.txt to determine how the superseded data were derived.
 GR0812
 GR0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA843936(NAD 83)
 GR0812_MARKER: DB = BENCH MARK DISK
 GR0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0812_STAMPING: C 311 1941
 GR0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0812+STABILITY: SURFACE MOTION
 GR0812
 GR0812  HISTORY     - Date     Condition        Report By
 GR0812  HISTORY     - 1941     MONUMENTED       CGS
 GR0812  HISTORY     - 1969     GOOD             USGS
 GR0812
 GR0812                          STATION DESCRIPTION
 GR0812
 GR0812'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GR0812'29.0 MI NW FROM MOAPA.
 GR0812'IN LINCOLN CO., ABOUT 29 MILES NW ALONG US HIGHWAY 93 FROM THE
 GR0812'OVERPASS AT MOAPA.  19.4 MILES NORTHWEST ALONG NEVADA HIGHWAY 7 FROM
 GR0812'THE STANDARD STATION AT GLENDALE, CLARK COUNTY, THENCE 13.0 MILES
 GR0812'NORTH ALONG OLD US HIGHWAY 93, 8.7 MILES NORTH OF THE LINCOLN-CLARK
 GR0812'COUNTY LINE, 1.3 MILES SOUTH OF KANE SPRING WASH, ON THE SOUTH SLOPE
 GR0812'OF A SMALL HILL, 56 FT. EAST OF THE CENTER LINE OF THE OLD HIGHWAY, 3
 GR0812'FT. SOUTH OF A TRIANGULAR CONCRETE POST, PROJECTING 2 FT. ABOVE GROUND
 GR0812'AND 1 FT. ABOVE OLD HIGHWAY.  A STANDARD DISK STAMPED C 311 1941 AND
 GR0812'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0164 ***********************************************************************
 HP0164  DESIGNATION -  C 312
 HP0164  PID         -  HP0164
 HP0164  STATE/COUNTY-  NV/LINCOLN
 HP0164  USGS QUAD   -  LOWER PAHRANAGAT LAKE (1969)
 HP0164
 HP0164                         *CURRENT SURVEY CONTROL
 HP0164  ___________________________________________________________________
 HP0164* NAD 83(1986)-  37 14 55.     (N)    115 06 17.     (W)     SCALED    
 HP0164* NAVD 88     -       991.285  (meters)    3252.24   (feet)  ADJUSTED  
 HP0164  ___________________________________________________________________
 HP0164  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 HP0164  DYNAMIC HT  -         990.249 (meters)    3248.84  (feet)  COMP
 HP0164  MODELED GRAV-     979,552.3   (mgal)                       NAVD 88
 HP0164
 HP0164  VERT ORDER  -  SECOND    CLASS 0
 HP0164
 HP0164.The horizontal coordinates were scaled from a topographic map and have
 HP0164.an estimated accuracy of +/- 6 seconds.
 HP0164
 HP0164.The orthometric height was determined by differential leveling
 HP0164.and adjusted by the National Geodetic Survey in June 1991..
 HP0164
 HP0164.The geoid height was determined by GEOID03.
 HP0164
 HP0164.The dynamic height is computed by dividing the NAVD 88
 HP0164.geopotential number by the normal gravity value computed on the
 HP0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0164.degrees latitude (g = 980.6199 gals.).
 HP0164
 HP0164.The modeled gravity was interpolated from observed gravity values.
 HP0164
 HP0164;                    North         East    Units  Estimated Accuracy
 HP0164;SPC NV E     - 8,277,320.      242,460.      MT  (+/- 180 meters Scaled)
 HP0164
 HP0164                          SUPERSEDED SURVEY CONTROL
 HP0164
 HP0164  NGVD 29 (??/??/92)  990.428  (m)         3249.43   (f) ADJ UNCH    2 0
 HP0164
 HP0164.Superseded values are not recommended for survey control.
 HP0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0164.See file dsdata.txt to determine how the superseded data were derived.
 HP0164
 HP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB680241(NAD 83)
 HP0164_MARKER: DB = BENCH MARK DISK
 HP0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0164_STAMPING: C 312 1941
 HP0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0164+STABILITY: SURFACE MOTION
 HP0164
 HP0164  HISTORY     - Date     Condition        Report By
 HP0164  HISTORY     - 1941     MONUMENTED       CGS
 HP0164
 HP0164                          STATION DESCRIPTION
 HP0164
 HP0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0164'9.4 MI SE FROM ALAMO.
 HP0164'ABOUT 9.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0164'AT ALAMO, LINCOLN COUNTY, ON THE TOP OF A SMALL RIDGE LEADING WEST
 HP0164'FROM THE HIGHWAY, 52.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HP0164'AND 3.0 FEET NORTH OF A WHITE WOODEN POST STENCILED U.S.B.M. AND
 HP0164'PROJECTING ABOUT 1.8 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED C
 HP0164'312 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6
 HP0164'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0139 ***********************************************************************
 HP0139  FBN         -  This is a Federal Base Network Control Station.
 HP0139  DESIGNATION -  C 313
 HP0139  PID         -  HP0139
 HP0139  STATE/COUNTY-  NV/LINCOLN
 HP0139  USGS QUAD   -  HIKO (1973)
 HP0139
 HP0139                         *CURRENT SURVEY CONTROL
 HP0139  ___________________________________________________________________
 HP0139* NAD 83(1999)-  37 31 45.40209(N)    115 13 10.76800(W)     ADJUSTED  
 HP0139* NAVD 88     -      1168.594  (meters)    3833.96   (feet)  ADJUSTED  
 HP0139  ___________________________________________________________________
 HP0139  EPOCH DATE  -        1999.37
 HP0139  X           -  -2,158,286.127 (meters)                     COMP
 HP0139  Y           -  -4,582,509.843 (meters)                     COMP
 HP0139  Z           -   3,864,838.167 (meters)                     COMP
 HP0139  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 HP0139  ELLIP HEIGHT-        1143.45  (meters)          (05/16/00) GPS OBS
 HP0139  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 HP0139  DYNAMIC HT  -        1167.370 (meters)    3829.95  (feet)  COMP
 HP0139  MODELED GRAV-     979,543.1   (mgal)                       NAVD 88
 HP0139
 HP0139  HORZ ORDER  -  A
 HP0139  VERT ORDER  -  SECOND    CLASS 0
 HP0139  ELLP ORDER  -  FOURTH    CLASS I
 HP0139
 HP0139.The horizontal coordinates were established by GPS observations
 HP0139.and adjusted by the National Geodetic Survey in May 2000..
 HP0139.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 HP0139.DATUM ITEM on the data sheet items page.
 HP0139.The horizontal coordinates are valid at the epoch date displayed above.
 HP0139.The epoch date for horizontal control is a decimal equivalence
 HP0139.of Year/Month/Day.
 HP0139
 HP0139.The orthometric height was determined by differential leveling
 HP0139.and adjusted by the National Geodetic Survey in June 1991..
 HP0139
 HP0139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HP0139
 HP0139.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0139
 HP0139.The ellipsoidal height was determined by GPS observations
 HP0139.and is referenced to NAD 83.
 HP0139
 HP0139.The geoid height was determined by GEOID03.
 HP0139
 HP0139.The dynamic height is computed by dividing the NAVD 88
 HP0139.geopotential number by the normal gravity value computed on the
 HP0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0139.degrees latitude (g = 980.6199 gals.).
 HP0139
 HP0139.The modeled gravity was interpolated from observed gravity values.
 HP0139
 HP0139;                    North         East     Units Scale Factor Converg.
 HP0139;SPC NV E     - 8,308,424.641   232,142.454   MT  0.99991272   +0 13 17.5
 HP0139;SPC NV E     -27,258,556.51    761,620.70   sFT  0.99991272   +0 13 17.5
 HP0139;UTM  11      - 4,155,078.662   657,309.708   MT  0.99990482   +1 05 05.1
 HP0139
 HP0139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0139!SPC NV E     -   0.99982060  x   0.99991272  =   0.99973333
 HP0139!UTM  11      -   0.99982060  x   0.99990482  =   0.99972544
 HP0139
 HP0139                          SUPERSEDED SURVEY CONTROL
 HP0139
 HP0139  NAD 83(1994)-  37 31 45.40109(N)    115 13 10.76581(W) AD(       ) A
 HP0139  ELLIP H (03/30/95) 1143.55   (m)                       GP(       ) 2 2
 HP0139  NAVD 88 (03/30/95) 1168.59   (m)         3833.9    (f) LEVELING    3  
 HP0139  NGVD 29 (??/??/92) 1167.675  (m)         3830.95   (f) ADJ UNCH    2 0
 HP0139
 HP0139.Superseded values are not recommended for survey control.
 HP0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0139.See file dsdata.txt to determine how the superseded data were derived.
 HP0139
 HP0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB5731055079(NAD 83)
 HP0139_MARKER: DB = BENCH MARK DISK
 HP0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0139_STAMPING: C 313 1941
 HP0139_MARK LOGO: CGS   
 HP0139_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0139+STABILITY: SURFACE MOTION
 HP0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0139+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2003
 HP0139
 HP0139  HISTORY     - Date     Condition        Report By
 HP0139  HISTORY     - 1941     MONUMENTED       CGS
 HP0139  HISTORY     - 1954     GOOD             NGS
 HP0139  HISTORY     - 19940325 GOOD             NGS
 HP0139  HISTORY     - 19981207 GOOD             NGS
 HP0139  HISTORY     - 19990607 GOOD             NGS
 HP0139  HISTORY     - 20030904 GOOD             NVGS
 HP0139
 HP0139                          STATION DESCRIPTION
 HP0139
 HP0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0139'12.4 MI NW FROM ALAMO.
 HP0139'12.4 MILES NORTHWEST OF POST OFFICE TO REACH FROM POST OFFICE AT
 HP0139'ALAMO.  GO 12.4 MILES NORTHWESTERLY ALONG U.S. HIGHWAY NO. 93 TO
 HP0139'JUNCTION OF ROAD TO CRYSTAL SPRINGS AND SITE OF BENCH MARK.  BENCH
 HP0139'MARK IS ABOUT 240.0 FEET NORTH OF INTERSECTION OF ROAD TO CRYSTAL
 HP0139'SPRINGS WITH U.S. HIGHWAY NO. 93, 71.0 FEET WEST OF THE CENTERLINE OF
 HP0139'U.S. HIGHWAY NO. 93 AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST
 HP0139'PROJECTING 1.9 FEET.  IT IS ABOUT LEVEL WITH THE TOP OF THE PAVEMENT
 HP0139'AND PROJECTS 0.5 FOOT.
 HP0139
 HP0139                          STATION RECOVERY (1954)
 HP0139
 HP0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 HP0139'RECOVERED IN GOOD CONDITION.
 HP0139
 HP0139                          STATION RECOVERY (1994)
 HP0139
 HP0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 HP0139'STATION IS LOCATED ABOUT 20 KM (12.40 MI) NORTH OF ALAMO, 1 KM (0.60
 HP0139'MI) EAST OF CRYSTAL SPRINGS, IN THE NORTH ANGLE OF THE JUNCTION OF US
 HP0139'HIGHWAY 93 AND STATE HIGHWAYS 318 AND 375, IN LOW BRUSH, ACROSS THE
 HP0139'HIGHWAY FROM THE RUINS OF A LARGE BUILDING, IN NORTH CENTRAL SECTION
 HP0139'11, T 5 S, R 60 E.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 HP0139'STATION MARK IS A DISK SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST
 HP0139'PROJECTING 15 CM ABOVE GROUND.  IT IS 21.6 M (70.9 FT) NORTHWEST OF,
 HP0139'AND LEVEL WITH THE CENTER OF HIGHWAY 93, 45.7 M (149.9 FT) NORTHEAST
 HP0139'OF THE CENTER OF HIGHWAYS 318 AND 375, 0.4 M (1.3 FT) SOUTHEAST OF A
 HP0139'FIBERGLASS WITNESS POST, AND 0.8 M (2.6 FT) NORTHWEST OF A METAL
 HP0139'WITNESS POST SANS SIGN. DESCRIBED BY G.R.HEID
 HP0139
 HP0139                          STATION RECOVERY (1998)
 HP0139
 HP0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 HP0139'RECOVERED AS DESCRIBED.
 HP0139
 HP0139                          STATION RECOVERY (1999)
 HP0139
 HP0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 HP0139'RECOVERED AS DESCRIBED.
 HP0139
 HP0139                          STATION RECOVERY (2003)
 HP0139
 HP0139'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2003 (DRH)
 HP0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1077 ***********************************************************************
 GR1077  DESIGNATION -  C 314
 GR1077  PID         -  GR1077
 GR1077  STATE/COUNTY-  NV/CLARK
 GR1077  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1077
 GR1077                         *CURRENT SURVEY CONTROL
 GR1077  ___________________________________________________________________
 GR1077* NAD 83(1986)-  36 04 46.     (N)    115 10 20.     (W)     SCALED    
 GR1077* NAVD 88     -       664.78   (+/-2cm)    2181.0    (feet)  VERTCON   
 GR1077  ___________________________________________________________________
 GR1077  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GR1077
 GR1077  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1077
 GR1077.The horizontal coordinates were scaled from a topographic map and have
 GR1077.an estimated accuracy of +/- 6 seconds.
 GR1077
 GR1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1077.The vertical order pertains to the NGVD 29 superseded value.
 GR1077
 GR1077.The geoid height was determined by GEOID03.
 GR1077
 GR1077;                    North         East    Units  Estimated Accuracy
 GR1077;SPC NV E     - 8,147,560.      237,030.      MT  (+/- 180 meters Scaled)
 GR1077
 GR1077                          SUPERSEDED SURVEY CONTROL
 GR1077
 GR1077  NGVD 29 (??/??/92)  664.113  (m)         2178.84   (f) ADJ UNCH    1 2
 GR1077
 GR1077.Superseded values are not recommended for survey control.
 GR1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1077.See file dsdata.txt to determine how the superseded data were derived.
 GR1077
 GR1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV645943(NAD 83)
 GR1077_MARKER: DB = BENCH MARK DISK
 GR1077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR1077_SP_SET: PILLARS
 GR1077_STAMPING: C 314 1949
 GR1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1077
 GR1077  HISTORY     - Date     Condition        Report By
 GR1077  HISTORY     - 1949     MONUMENTED       CGS
 GR1077  HISTORY     - 1976     GOOD             NGS
 GR1077  HISTORY     - 19961122 GOOD             USPSQD
 GR1077
 GR1077                          STATION DESCRIPTION
 GR1077
 GR1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GR1077'6.8 MI S FROM LAS VEGAS.
 GR1077'0.2 MILE EAST ALONG STEWART AVENUE FROM THE POST OFFICE AT LAS VEGAS,
 GR1077'THENCE 1.7 MILES SOUTHWEST ALONG 5TH STREET, THENCE 4.9 MILES SOUTH
 GR1077'ALONG U.S. HIGHWAY 91, AT THE ENTRANCE TO MCCARRAN FIELD, AT THE SOUTH
 GR1077'ONE OF TWO ORNAMENTAL PILLARS, SET VERTICALLY IN THE WEST CONCRETE
 GR1077'FACE, 1.6 FEET BELOW A MARBLE PLATE READING LAS VEGAS, AND ABOUT 2
 GR1077'FEET ABOVE THE GROUND.
 GR1077
 GR1077                          STATION RECOVERY (1976)
 GR1077
 GR1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GR1077'RECOVERED IN GOOD CONDITION.
 GR1077
 GR1077                          STATION RECOVERY (1996)
 GR1077
 GR1077'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0717 ***********************************************************************
 GR0717  DESIGNATION -  C 315
 GR0717  PID         -  GR0717
 GR0717  STATE/COUNTY-  NV/CLARK
 GR0717  USGS QUAD   -  MOAPA WEST (1983)
 GR0717
 GR0717                         *CURRENT SURVEY CONTROL
 GR0717  ___________________________________________________________________
 GR0717* NAD 83(1986)-  36 39 02.     (N)    114 39 01.     (W)     SCALED    
 GR0717* NAVD 88     -       502.554  (meters)    1648.80   (feet)  ADJUSTED  
 GR0717  ___________________________________________________________________
 GR0717  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 GR0717  DYNAMIC HT  -         502.054 (meters)    1647.16  (feet)  COMP
 GR0717  MODELED GRAV-     979,623.1   (mgal)                       NAVD 88
 GR0717
 GR0717  VERT ORDER  -  FIRST     CLASS I
 GR0717
 GR0717.The horizontal coordinates were scaled from a topographic map and have
 GR0717.an estimated accuracy of +/- 6 seconds.
 GR0717
 GR0717.The orthometric height was determined by differential leveling
 GR0717.and adjusted by the National Geodetic Survey in June 1991..
 GR0717.WARNING-Repeat measurements at this control monument indicate possible
 GR0717.vertical movement.
 GR0717
 GR0717.The geoid height was determined by GEOID03.
 GR0717
 GR0717.The dynamic height is computed by dividing the NAVD 88
 GR0717.geopotential number by the normal gravity value computed on the
 GR0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0717.degrees latitude (g = 980.6199 gals.).
 GR0717
 GR0717.The modeled gravity was interpolated from observed gravity values.
 GR0717
 GR0717;                    North         East    Units  Estimated Accuracy
 GR0717;SPC NV E     - 8,211,260.      283,420.      MT  (+/- 180 meters Scaled)
 GR0717
 GR0717                          SUPERSEDED SURVEY CONTROL
 GR0717
 GR0717  NGVD 29 (??/??/92)  501.866  (m)         1646.54   (f) ADJ UNCH    1 1
 GR0717
 GR0717.Superseded values are not recommended for survey control.
 GR0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0717.See file dsdata.txt to determine how the superseded data were derived.
 GR0717
 GR0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA100586(NAD 83)
 GR0717_MARKER: DB = BENCH MARK DISK
 GR0717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0717_SP_SET: FOUNDATION
 GR0717_STAMPING: C 315 1949
 GR0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0717
 GR0717  HISTORY     - Date     Condition        Report By
 GR0717  HISTORY     - 1949     MONUMENTED       CGS
 GR0717  HISTORY     - 1963     GOOD             NGS
 GR0717  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0717
 GR0717                          STATION DESCRIPTION
 GR0717
 GR0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GR0717'2.1 MI SW FROM MOAPA.
 GR0717'2.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0717'AT MOAPA, 10 1/2 RAILS SOUTHWEST OF MILEPOLE 381, AT BLOCK SIGNAL
 GR0717'3809, SET VERTICALLY IN THE NORTHEAST CONCRETE FOUNDATION OF THE
 GR0717'SIGNAL POWER UNIT, 10.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 1
 GR0717'FOOT ABOVE THE TOP OF THE RAIL.
 GR0717
 GR0717                          STATION RECOVERY (1963)
 GR0717
 GR0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0717'RECOVERED IN GOOD CONDITION.
 GR0717
 GR0717                          STATION RECOVERY (1982)
 GR0717
 GR0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1301 ***********************************************************************
 KR1301  DESIGNATION -  C 316
 KR1301  PID         -  KR1301
 KR1301  STATE/COUNTY-  NV/WASHOE
 KR1301  USGS QUAD   -  RENO (1982)
 KR1301
 KR1301                         *CURRENT SURVEY CONTROL
 KR1301  ___________________________________________________________________
 KR1301* NAD 83(1986)-  39 33 39.     (N)    119 45 07.     (W)     SCALED    
 KR1301* NAVD 88     -      1363.837  (meters)    4474.52   (feet)  ADJUSTED  
 KR1301  ___________________________________________________________________
 KR1301  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR1301  DYNAMIC HT  -        1362.610 (meters)    4470.50  (feet)  COMP
 KR1301  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 KR1301
 KR1301  VERT ORDER  -  SECOND    CLASS 0
 KR1301
 KR1301.The horizontal coordinates were scaled from a topographic map and have
 KR1301.an estimated accuracy of +/- 6 seconds.
 KR1301
 KR1301.The orthometric height was determined by differential leveling
 KR1301.and adjusted by the National Geodetic Survey in June 1991..
 KR1301
 KR1301.The geoid height was determined by GEOID03.
 KR1301
 KR1301.The dynamic height is computed by dividing the NAVD 88
 KR1301.geopotential number by the normal gravity value computed on the
 KR1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1301.degrees latitude (g = 980.6199 gals.).
 KR1301
 KR1301.The modeled gravity was interpolated from observed gravity values.
 KR1301
 KR1301;                    North         East    Units  Estimated Accuracy
 KR1301;SPC NV W     - 4,534,510.      699,580.      MT  (+/- 180 meters Scaled)
 KR1301
 KR1301                          SUPERSEDED SURVEY CONTROL
 KR1301
 KR1301  NGVD 29 (??/??/92) 1362.770  (m)         4471.02   (f) ADJ UNCH    2 0
 KR1301
 KR1301.Superseded values are not recommended for survey control.
 KR1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1301.See file dsdata.txt to determine how the superseded data were derived.
 KR1301
 KR1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD635826(NAD 83)
 KR1301_MARKER: DB = BENCH MARK DISK
 KR1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1301_STAMPING: C 316 1951
 KR1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1301+STABILITY: SURFACE MOTION
 KR1301
 KR1301  HISTORY     - Date     Condition        Report By
 KR1301  HISTORY     - 1951     MONUMENTED       CGS
 KR1301  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1301  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1301
 KR1301                          STATION DESCRIPTION
 KR1301
 KR1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR1301'1.8 MI N FROM SPARKS.
 KR1301'ABOUT 1.8 MILES NORTH ALONG PYRAMID WAY FROM ITS INTERSECTION WITH U.
 KR1301'S. HIGHWAY 40 IN SPARKS, AT THE JUNCTION OF PYRAMID WAY AND NORTH
 KR1301'TRUCKEE LANE, ABOUT 1.0 MILES NORTH OF THE MAIN ENTRANCE TO THE SPARKS
 KR1301'AIRPORT, 61 FEET SOUTH OF THE CENTER LINE OF THE LANE, 28.2 FEET EAST
 KR1301'OF THE CENTER LINE OF THE WAY, 18.7 FEET SOUTHEAST OF THE SOUTH END OF
 KR1301'THE CONCRETE HEADWALL OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 4
 KR1301'FEET WEST OF A WIRE FENCE, 3 1/2 FEET NORTH OF POWER LINE POLE NO.
 KR1301'49177, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 KR1301'WAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE
 KR1301'THE GROUND.
 KR1301
 KR1301                          STATION RECOVERY (1967)
 KR1301
 KR1301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1301'MARK NOT FOUND.
 KR1301
 KR1301                          STATION RECOVERY (2003)
 KR1301
 KR1301'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0144 ***********************************************************************
 LS0144  DESIGNATION -  C 317
 LS0144  PID         -  LS0144
 LS0144  STATE/COUNTY-  NV/PERSHING
 LS0144  USGS QUAD   -  LOVELOCK (1987)
 LS0144
 LS0144                         *CURRENT SURVEY CONTROL
 LS0144  ___________________________________________________________________
 LS0144* NAD 83(1986)-  40 10 47.     (N)    118 28 27.     (W)     SCALED    
 LS0144* NAVD 88     -      1213.599  (meters)    3981.62   (feet)  ADJUSTED  
 LS0144  ___________________________________________________________________
 LS0144  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 LS0144  DYNAMIC HT  -        1212.625 (meters)    3978.42  (feet)  COMP
 LS0144  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 LS0144
 LS0144  VERT ORDER  -  SECOND    CLASS 0
 LS0144
 LS0144.The horizontal coordinates were scaled from a topographic map and have
 LS0144.an estimated accuracy of +/- 6 seconds.
 LS0144
 LS0144.The orthometric height was determined by differential leveling
 LS0144.and adjusted by the National Geodetic Survey in June 1991..
 LS0144
 LS0144.The geoid height was determined by GEOID03.
 LS0144
 LS0144.The dynamic height is computed by dividing the NAVD 88
 LS0144.geopotential number by the normal gravity value computed on the
 LS0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0144.degrees latitude (g = 980.6199 gals.).
 LS0144
 LS0144.The modeled gravity was interpolated from observed gravity values.
 LS0144
 LS0144;                    North         East    Units  Estimated Accuracy
 LS0144;SPC NV W     - 4,602,570.      809,300.      MT  (+/- 180 meters Scaled)
 LS0144
 LS0144                          SUPERSEDED SURVEY CONTROL
 LS0144
 LS0144  NGVD 29 (??/??/92) 1212.654  (m)         3978.52   (f) ADJ UNCH    2 0
 LS0144
 LS0144.Superseded values are not recommended for survey control.
 LS0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0144.See file dsdata.txt to determine how the superseded data were derived.
 LS0144
 LS0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE744487(NAD 83)
 LS0144_MARKER: DB = BENCH MARK DISK
 LS0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0144_SP_SET: CURBING
 LS0144_STAMPING: C 317 1951
 LS0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0144
 LS0144  HISTORY     - Date     Condition        Report By
 LS0144  HISTORY     - 1951     MONUMENTED       CGS
 LS0144  HISTORY     - 1968     GOOD             NGS
 LS0144  HISTORY     - 19960615 GOOD             NGS
 LS0144
 LS0144                          STATION DESCRIPTION
 LS0144
 LS0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LS0144'IN LOVELOCK.
 LS0144'AT THE POST OFFICE IN LOVELOCK, IN THE TOP OF THE NORTH EDGE OF THE
 LS0144'CONCRETE FOUNDATION OF THE FLAG POLE, 471/2 FEET NORTH OF THE CENTER
 LS0144'LINE OF MAIN STREET, 12.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LS0144'THE POST OFFICE BUILDING, 6.0 FEET EAST OF THE CONCRETE CURBING AROUND
 LS0144'THE LAWN, 0.3 FEET NORTH OF THE BASE OF THE STEEL FLAG POLE, AND SET
 LS0144'ABOUT 3 FEET HIGHER THAN THE STREET.
 LS0144
 LS0144                          STATION RECOVERY (1968)
 LS0144
 LS0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LS0144'RECOVERED IN GOOD CONDITION.
 LS0144
 LS0144                          STATION RECOVERY (1996)
 LS0144
 LS0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 LS0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0025 ***********************************************************************
 MU0025  DESIGNATION -  C 318
 MU0025  PID         -  MU0025
 MU0025  STATE/COUNTY-  NV/ELKO
 MU0025  USGS QUAD   -  THE POINT (1971)
 MU0025
 MU0025                         *CURRENT SURVEY CONTROL
 MU0025  ___________________________________________________________________
 MU0025* NAD 83(1986)-  41 56 14.     (N)    116 09 04.     (W)     SCALED    
 MU0025* NAVD 88     -      1640.618  (meters)    5382.59   (feet)  ADJUSTED  
 MU0025  ___________________________________________________________________
 MU0025  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 MU0025  DYNAMIC HT  -        1639.426 (meters)    5378.68  (feet)  COMP
 MU0025  MODELED GRAV-     979,837.7   (mgal)                       NAVD 88
 MU0025
 MU0025  VERT ORDER  -  FIRST     CLASS II
 MU0025
 MU0025.The horizontal coordinates were scaled from a topographic map and have
 MU0025.an estimated accuracy of +/- 6 seconds.
 MU0025
 MU0025.The orthometric height was determined by differential leveling
 MU0025.and adjusted by the National Geodetic Survey in June 1991..
 MU0025
 MU0025.The geoid height was determined by GEOID03.
 MU0025
 MU0025.The dynamic height is computed by dividing the NAVD 88
 MU0025.geopotential number by the normal gravity value computed on the
 MU0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0025.degrees latitude (g = 980.6199 gals.).
 MU0025
 MU0025.The modeled gravity was interpolated from observed gravity values.
 MU0025
 MU0025;                    North         East    Units  Estimated Accuracy
 MU0025;SPC NV E     - 8,797,880.      152,920.      MT  (+/- 180 meters Scaled)
 MU0025
 MU0025                          SUPERSEDED SURVEY CONTROL
 MU0025
 MU0025  NGVD 29 (??/??/92) 1639.452  (m)         5378.77   (f) ADJ UNCH    1 2
 MU0025
 MU0025.Superseded values are not recommended for survey control.
 MU0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0025.See file dsdata.txt to determine how the superseded data were derived.
 MU0025
 MU0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG703431(NAD 83)
 MU0025_MARKER: DB = BENCH MARK DISK
 MU0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0025_SP_SET: CONCRETE POST
 MU0025_STAMPING: C 318 1951
 MU0025_MARK LOGO: CGS   
 MU0025_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0025+STABILITY: SURFACE MOTION
 MU0025
 MU0025  HISTORY     - Date     Condition        Report By
 MU0025  HISTORY     - 1951     MONUMENTED       CGS
 MU0025  HISTORY     - 19840601 GOOD             NGS
 MU0025
 MU0025                          STATION DESCRIPTION
 MU0025
 MU0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MU0025'3.5 MI SW FROM OWYHEE.
 MU0025'FROM THE GRADE SCHOOL IN OWYHEE, 0.5 MILES SOUTHEAST ALONG STATE
 MU0025'HIGHWAY 11, THENCE 3.0 MILES WEST ALONG STATE HIGHWAY 11, AT A Y
 MU0025'JUNCTION OF HIGHWAY 11 AND A ROAD LEADING WEST TO THE OWYHEE AIRPORT,
 MU0025'90 1/2 FEET NORTHWEST OF THE CENTER OF THE Y JUNCTION, 79.7 FEET NORTH
 MU0025'OF AND ACROSS THE ROAD FROM THE NORTHWEST CORNER OF A CATTLE GUARD
 MU0025'ACROSS STATE HIGHWAY 11, 68 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 MU0025'A CONCRETE AND ROCK BRIDGE, 37 FEET NORTH OF THE CENTER LINE OF THE
 MU0025'ROAD LEADING TO THE AIRPORT, 20.8 FEET EAST OF A TELEPHONE POLE, 2.0
 MU0025'FEET WEST OF A WITNESS POST, 1.6 FEET SOUTH OF AN EAST AND WEST FENCE,
 MU0025'ABOUT 1/2-FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MU0025'POST PROJECTING 0.4 FEET ABOVE THE GROUND.
 MU0025
 MU0025                          STATION RECOVERY (1984)
 MU0025
 MU0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0025'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 0.7 KM (0.45
 MU0025'MI) SOUTH ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE
 MU0025'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 11, AT THE Y JUNCTION OF A
 MU0025'ROAD LEADING TO THE AIRPORT, 11.3 M (37 FT) NORTH OF THE HIGHWAY
 MU0025'CENTERLINE, 24.4 M (80 FT) NORTH OF THE NORTHWEST CORNER OF A CATTLE
 MU0025'GUARD AND 20.7 M (68 FT) NORTH OF THE NORTHWEST CORNER OF A ROCK
 MU0025'CULVERT. A DISK SET INTO THE TOP OF A CONCRETE POST PROJECTING 6 CM.
 MU0025'0.2 M BELOW THE HIGHWAY.  0.6 M WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0572 ***********************************************************************
 MT0572  DESIGNATION -  C 319
 MT0572  PID         -  MT0572
 MT0572  STATE/COUNTY-  NV/ELKO
 MT0572  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0572
 MT0572                         *CURRENT SURVEY CONTROL
 MT0572  ___________________________________________________________________
 MT0572* NAD 83(1986)-  41 49 11.     (N)    115 53 35.     (W)     SCALED    
 MT0572* NAVD 88     -      1842.291  (meters)    6044.25   (feet)  ADJUSTED  
 MT0572  ___________________________________________________________________
 MT0572  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 MT0572  DYNAMIC HT  -        1840.860 (meters)    6039.55  (feet)  COMP
 MT0572  MODELED GRAV-     979,780.0   (mgal)                       NAVD 88
 MT0572
 MT0572  VERT ORDER  -  SECOND    CLASS 0
 MT0572
 MT0572.The horizontal coordinates were scaled from a topographic map and have
 MT0572.an estimated accuracy of +/- 6 seconds.
 MT0572
 MT0572.The orthometric height was determined by differential leveling
 MT0572.and adjusted by the National Geodetic Survey in June 1991..
 MT0572
 MT0572.The geoid height was determined by GEOID03.
 MT0572
 MT0572.The dynamic height is computed by dividing the NAVD 88
 MT0572.geopotential number by the normal gravity value computed on the
 MT0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0572.degrees latitude (g = 980.6199 gals.).
 MT0572
 MT0572.The modeled gravity was interpolated from observed gravity values.
 MT0572
 MT0572;                    North         East    Units  Estimated Accuracy
 MT0572;SPC NV E     - 8,784,720.      174,270.      MT  (+/- 180 meters Scaled)
 MT0572
 MT0572                          SUPERSEDED SURVEY CONTROL
 MT0572
 MT0572  NGVD 29 (??/??/92) 1841.061  (m)         6040.21   (f) ADJ UNCH    2 0
 MT0572
 MT0572.Superseded values are not recommended for survey control.
 MT0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0572.See file dsdata.txt to determine how the superseded data were derived.
 MT0572
 MT0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG919303(NAD 83)
 MT0572_MARKER: DB = BENCH MARK DISK
 MT0572_SETTING: 66 = SET IN ROCK OUTCROP
 MT0572_SP_SET: SET IN ROCK OUTCROP
 MT0572_STAMPING: C 319 1951
 MT0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0572+STABILITY: POSITION/ELEVATION WELL
 MT0572
 MT0572  HISTORY     - Date     Condition        Report By
 MT0572  HISTORY     - 1951     MONUMENTED       CGS
 MT0572
 MT0572                          STATION DESCRIPTION
 MT0572
 MT0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0572'5.2 MI E FROM MOUNTAIN CITY.
 MT0572'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0572'MOUNTAIN CITY, THENCE 4.2 MILES EAST ALONG A GRAVEL ROAD, 0.2 MILES
 MT0572'NORTH OF THE Y JUNCTION OF A ROAD LEADING SOUTHWEST, 0.55 MILES
 MT0572'SOUTHEAST OF A RANCH HOUSE AT CALIFORNIA CREEK, ON THE TOP OF A RIDGE,
 MT0572'SET IN LAVA ROCK OUTCROPPING, 52 FEET SOUTH OF THE SUMMIT, 37 FEET
 MT0572'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 36 FEET NORTHWEST OF THE
 MT0572'CENTER OF A DRAINAGE DITCH, 6.0 FEET EAST OF A WITNESS POST, ABOUT 1
 MT0572'1/2 FOOT HIGHER THAN THE ROAD, AND MARKED WITH WHITE PAINTED LETTERS B
 MT0572'M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0092 ***********************************************************************
 KP0092  DESIGNATION -  C 32
 KP0092  PID         -  KP0092
 KP0092  STATE/COUNTY-  NV/WHITE PINE
 KP0092  USGS QUAD   -  ELY (1978)
 KP0092
 KP0092                         *CURRENT SURVEY CONTROL
 KP0092  ___________________________________________________________________
 KP0092* NAD 83(1986)-  39 13 25.     (N)    114 55 54.     (W)     SCALED    
 KP0092* NAVD 88     -      2133.043  (meters)    6998.16   (feet)  ADJUSTED  
 KP0092  ___________________________________________________________________
 KP0092  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 KP0092  DYNAMIC HT  -        2130.706 (meters)    6990.49  (feet)  COMP
 KP0092  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 KP0092
 KP0092  VERT ORDER  -  FIRST     CLASS II
 KP0092
 KP0092.The horizontal coordinates were scaled from a topographic map and have
 KP0092.an estimated accuracy of +/- 6 seconds.
 KP0092
 KP0092.The orthometric height was determined by differential leveling
 KP0092.and adjusted by the National Geodetic Survey in June 1991..
 KP0092
 KP0092.The geoid height was determined by GEOID03.
 KP0092
 KP0092.The dynamic height is computed by dividing the NAVD 88
 KP0092.geopotential number by the normal gravity value computed on the
 KP0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0092.degrees latitude (g = 980.6199 gals.).
 KP0092
 KP0092.The modeled gravity was interpolated from observed gravity values.
 KP0092
 KP0092;                    North         East    Units  Estimated Accuracy
 KP0092;SPC NV E     - 8,496,620.      256,270.      MT  (+/- 180 meters Scaled)
 KP0092
 KP0092                          SUPERSEDED SURVEY CONTROL
 KP0092
 KP0092  NGVD 29 (??/??/92) 2131.764  (m)         6993.96   (f) ADJ UNCH    1 2
 KP0092
 KP0092.Superseded values are not recommended for survey control.
 KP0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0092.See file dsdata.txt to determine how the superseded data were derived.
 KP0092
 KP0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD785436(NAD 83)
 KP0092_MARKER: DB = BENCH MARK DISK
 KP0092_SETTING: 66 = SET IN ROCK OUTCROP
 KP0092_SP_SET: ROCK OUTCROP
 KP0092_STAMPING: 6993.962 C 32 1933
 KP0092_MARK LOGO: CGS   
 KP0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0092+STABILITY: POSITION/ELEVATION WELL
 KP0092
 KP0092  HISTORY     - Date     Condition        Report By
 KP0092  HISTORY     - 1933     MONUMENTED       CGS
 KP0092  HISTORY     - 1963     GOOD             NGS
 KP0092  HISTORY     - 1984     GOOD             NGS
 KP0092
 KP0092                          STATION DESCRIPTION
 KP0092
 KP0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0092'3.6 MI SW FROM ELY.
 KP0092'ABOUT 3.6 MILES SOUTHWEST ALONG THE STATE HIGHWAY 4 FROM ELY, WHITE
 KP0092'PINE COUNTY, 63 FEET SOUTHWEST OF THE NEVADA NATIONAL FOREST BOUNDARY,
 KP0092'16 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A
 KP0092'LIMESTONE OUTCROP, AND ABOUT 3-1/2 FEET HIGHER THAN THE GROUND. A
 KP0092'STANDARD DISK, STAMPED 6993.962 C 32 1933.
 KP0092
 KP0092                          STATION RECOVERY (1963)
 KP0092
 KP0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KP0092'RECOVERED IN GOOD CONDITION.
 KP0092
 KP0092                          STATION RECOVERY (1984)
 KP0092
 KP0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0092'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 KP0092'6.55 KM (4.1 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 KP0092'US HIGHWAY 93 AT ELY, IN TOP OF THE NORTHEAST END OF A 3 BY 3 FOOT
 KP0092'PORTION OF LIMESTONE OUTCROP PROJECTING 2 FEET ABOVE THE SURFACE OF
 KP0092'THE GROUND AND ON THE NORTHWEST EDGE OF A BAR DITCH, 0.25 KM (0.15 MI)
 KP0092'SOUTHWEST OF MILEPOST 34, 14.5 METERS (47.5 FT) NORTHWEST OF THE
 KP0092'HIGHWAY CENTERLINE, 66.7 METERS (219 FT) NORTHEAST OF THE EXTENDED
 KP0092'CENTER OF A DIRT ROAD LEADING SOUTHEAST INTO POWER HOUSE CANYON.
 KP0092'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 KP0092'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0855 ***********************************************************************
 KR0855  DESIGNATION -  C 320
 KR0855  PID         -  KR0855
 KR0855  STATE/COUNTY-  NV/LYON
 KR0855  USGS QUAD   -  MASON BUTTE (1993)
 KR0855
 KR0855                         *CURRENT SURVEY CONTROL
 KR0855  ___________________________________________________________________
 KR0855* NAD 83(1986)-  39 05 56.     (N)    119 10 50.     (W)     SCALED    
 KR0855* NAVD 88     -      1318.63   (+/-2cm)    4326.2    (feet)  VERTCON   
 KR0855  ___________________________________________________________________
 KR0855  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 KR0855
 KR0855  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0855
 KR0855.The horizontal coordinates were scaled from a topographic map and have
 KR0855.an estimated accuracy of +/- 6 seconds.
 KR0855
 KR0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0855.The vertical order pertains to the NGVD 29 superseded value.
 KR0855
 KR0855.The geoid height was determined by GEOID03.
 KR0855
 KR0855;                    North         East    Units  Estimated Accuracy
 KR0855;SPC NV W     - 4,482,750.      748,340.      MT  (+/- 180 meters Scaled)
 KR0855
 KR0855                          SUPERSEDED SURVEY CONTROL
 KR0855
 KR0855  NGVD 29 (??/??/92) 1317.628  (m)         4322.92   (f) ADJ UNCH    2 0
 KR0855
 KR0855.Superseded values are not recommended for survey control.
 KR0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0855.See file dsdata.txt to determine how the superseded data were derived.
 KR0855
 KR0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD114300(NAD 83)
 KR0855_MARKER: DB = BENCH MARK DISK
 KR0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0855_STAMPING: C 320 1951
 KR0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0855+STABILITY: SURFACE MOTION
 KR0855
 KR0855  HISTORY     - Date     Condition        Report By
 KR0855  HISTORY     - 1951     MONUMENTED       CGS
 KR0855
 KR0855                          STATION DESCRIPTION
 KR0855
 KR0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0855'2.9 MI S FROM WABUSKA.
 KR0855'2.9 MILES SOUTH ALONG U. S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 KR0855'COMPANY RAILROAD STATION AT WABUSKA, AT THE INTERSECTION OF THE
 KR0855'HIGHWAY AND A GRAVEL EAST TO WEST ROAD, ABOUT 200 YARDS NORTHEAST OF A
 KR0855'FARM HOUSE, 38 FEET SOUTHEAST OF THE INTERSECTION OF GOLD HILL LANE
 KR0855'AND U. S. HIGHWAY 95, 25 FEET SOUTH OF THE CENTER LINE OF GOLD HILL
 KR0855'LANE, 3 FEET NORTHEAST OF A FENCE CORNER, 2 FEET EAST OF A WITNESS
 KR0855'POST, AT THE NORTH END AND ACROSS THE HIGHWAY FROM A ROW OF TREES, AND
 KR0855'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0884 ***********************************************************************
 KR0884  DESIGNATION -  C 321
 KR0884  PID         -  KR0884
 KR0884  STATE/COUNTY-  NV/LYON
 KR0884  USGS QUAD   -  HINKSON SLOUGH (1987)
 KR0884
 KR0884                         *CURRENT SURVEY CONTROL
 KR0884  ___________________________________________________________________
 KR0884* NAD 83(1986)-  39 00 59.     (N)    119 04 05.     (W)     SCALED    
 KR0884* NAVD 88     -      1330.35   (+/-2cm)    4364.7    (feet)  VERTCON   
 KR0884  ___________________________________________________________________
 KR0884  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 KR0884
 KR0884  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0884
 KR0884.The horizontal coordinates were scaled from a topographic map and have
 KR0884.an estimated accuracy of +/- 6 seconds.
 KR0884
 KR0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0884.The vertical order pertains to the NGVD 29 superseded value.
 KR0884
 KR0884.The geoid height was determined by GEOID03.
 KR0884
 KR0884;                    North         East    Units  Estimated Accuracy
 KR0884;SPC NV W     - 4,473,530.      758,020.      MT  (+/- 180 meters Scaled)
 KR0884
 KR0884                          SUPERSEDED SURVEY CONTROL
 KR0884
 KR0884  NGVD 29 (??/??/92) 1329.309  (m)         4361.24   (f) ADJ UNCH    2 0
 KR0884
 KR0884.Superseded values are not recommended for survey control.
 KR0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0884.See file dsdata.txt to determine how the superseded data were derived.
 KR0884
 KR0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD209206(NAD 83)
 KR0884_MARKER: DB = BENCH MARK DISK
 KR0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0884_STAMPING: C 321 1951
 KR0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0884+STABILITY: SURFACE MOTION
 KR0884
 KR0884  HISTORY     - Date     Condition        Report By
 KR0884  HISTORY     - 1951     MONUMENTED       CGS
 KR0884
 KR0884                          STATION DESCRIPTION
 KR0884
 KR0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0884'8.3 MI NE FROM YERINGTON.
 KR0884'7.6 MILES NORTHEAST ALONG U. S. HIGHWAY 95 (ALT.) FROM THE COURTHOUSE
 KR0884'AT YERINGTON, AT THE PIZEN SWITCH AIRPORT, 0.7 MILES SOUTH ALONG THE
 KR0884'NORTH TO SOUTH RUNWAY, 234 FEET WEST OF THE CENTER OF THE SOUTH END OF
 KR0884'THE NORTH-SOUTH RUNWAY, 2.5 FEET WEST OF A WITNESS POST, AND SET IN
 KR0884'THE TOP OF A CONCRETE POST PROJECTING 0.7 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0638 ***********************************************************************
 MT0638  DESIGNATION -  C 322
 MT0638  PID         -  MT0638
 MT0638  STATE/COUNTY-  NV/ELKO
 MT0638  USGS QUAD   -  BEARPAW MOUNTAIN (1986)
 MT0638
 MT0638                         *CURRENT SURVEY CONTROL
 MT0638  ___________________________________________________________________
 MT0638* NAD 83(1986)-  41 58 54.     (N)    115 30 34.     (W)     SCALED    
 MT0638* NAVD 88     -      1849.362  (meters)    6067.45   (feet)  ADJUSTED  
 MT0638  ___________________________________________________________________
 MT0638  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 MT0638  DYNAMIC HT  -        1847.939 (meters)    6062.78  (feet)  COMP
 MT0638  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 MT0638
 MT0638  VERT ORDER  -  SECOND    CLASS 0
 MT0638
 MT0638.The horizontal coordinates were scaled from a topographic map and have
 MT0638.an estimated accuracy of +/- 6 seconds.
 MT0638
 MT0638.The orthometric height was determined by differential leveling
 MT0638.and adjusted by the National Geodetic Survey in June 1991..
 MT0638
 MT0638.The geoid height was determined by GEOID03.
 MT0638
 MT0638.The dynamic height is computed by dividing the NAVD 88
 MT0638.geopotential number by the normal gravity value computed on the
 MT0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0638.degrees latitude (g = 980.6199 gals.).
 MT0638
 MT0638.The modeled gravity was interpolated from observed gravity values.
 MT0638
 MT0638;                    North         East    Units  Estimated Accuracy
 MT0638;SPC NV E     - 8,802,670.      206,120.      MT  (+/- 180 meters Scaled)
 MT0638
 MT0638                          SUPERSEDED SURVEY CONTROL
 MT0638
 MT0638  NGVD 29 (??/??/92) 1848.151  (m)         6063.48   (f) ADJ UNCH    2 0
 MT0638
 MT0638.Superseded values are not recommended for survey control.
 MT0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0638.See file dsdata.txt to determine how the superseded data were derived.
 MT0638
 MT0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG234488(NAD 83)
 MT0638_MARKER: DB = BENCH MARK DISK
 MT0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0638_STAMPING: C 322 1951
 MT0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0638+STABILITY: SURFACE MOTION
 MT0638
 MT0638  HISTORY     - Date     Condition        Report By
 MT0638  HISTORY     - 1951     MONUMENTED       CGS
 MT0638
 MT0638                          STATION DESCRIPTION
 MT0638
 MT0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0638'18.6 MI NW FROM JARBIDGE.
 MT0638'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0638'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0638'THENCE 8.4 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0638'CREEK RANGER STATION, ABOUT 100 YARDS NORTH OF A SHARP CURVE, AT A
 MT0638'SMALL MEADOW, AT A FENCE CORNER, 34 1/2 FEET WEST OF THE CENTER LINE
 MT0638'OF THE ROAD, 5.4 FEET SOUTHWEST OF THE SOUTHEAST CORNER POST OF A
 MT0638'FENCE, 3.2 FEET SOUTH OF THE FENCE LINE, 1.5 FEET EAST OF A WITNESS
 MT0638'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MT0638'PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1129 ***********************************************************************
 KR1129  DESIGNATION -  C 323
 KR1129  PID         -  KR1129
 KR1129  STATE/COUNTY-  NV/DOUGLAS
 KR1129  USGS QUAD   -  GENOA (1994)
 KR1129
 KR1129                         *CURRENT SURVEY CONTROL
 KR1129  ___________________________________________________________________
 KR1129* NAD 83(1986)-  39 00 04.     (N)    119 45 41.     (W)     SCALED    
 KR1129* NAVD 88     -      1433.73   (+/-2cm)    4703.8    (feet)  VERTCON   
 KR1129  ___________________________________________________________________
 KR1129  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 KR1129
 KR1129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1129
 KR1129.This mark is at Minden Airport (MEV)
 KR1129
 KR1129.The horizontal coordinates were scaled from a topographic map and have
 KR1129.an estimated accuracy of +/- 6 seconds.
 KR1129
 KR1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1129.The vertical order pertains to the NGVD 29 superseded value.
 KR1129
 KR1129.The geoid height was determined by GEOID03.
 KR1129
 KR1129;                    North         East    Units  Estimated Accuracy
 KR1129;SPC NV W     - 4,472,380.      697,960.      MT  (+/- 180 meters Scaled)
 KR1129
 KR1129                          SUPERSEDED SURVEY CONTROL
 KR1129
 KR1129  NGVD 29 (??/??/92) 1432.62   (m)         4700.2    (f) COMPUTED    2 0
 KR1129
 KR1129.Superseded values are not recommended for survey control.
 KR1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1129.See file dsdata.txt to determine how the superseded data were derived.
 KR1129
 KR1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD608205(NAD 83)
 KR1129_MARKER: DB = BENCH MARK DISK
 KR1129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1129_SP_SET: CULVERT
 KR1129_STAMPING: C 323 1951
 KR1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1129
 KR1129  HISTORY     - Date     Condition        Report By
 KR1129  HISTORY     - 1951     MONUMENTED       CGS
 KR1129
 KR1129                          STATION DESCRIPTION
 KR1129
 KR1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR1129'4.8 MI N FROM MINDEN.
 KR1129'ABOUT 3.8 MILES NORTH ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR1129'MINDEN, THENCE 1.0 MILES EAST ALONG AN ASPHALT ROAD TO THE
 KR1129'DOUGLAS-TAHOE AIRPORT, AT A GRAVEL ROAD CROSSING, ON TOP AND AT THE
 KR1129'EAST END OF A LARGE CONCRETE HEADWALL OF A BOX TYPE CULVERT AT AN
 KR1129'IRRIGATION CANAL, ABOUT 0.3 MILES WEST OF THE HANGAR AT THE AIRPORT,
 KR1129'126 FEET WEST OF THE CENTER OF THE ABANDONED VIRGINIA AND TRUCKEE
 KR1129'RAILROAD, 49 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 13 1/2
 KR1129'FEET NORTH OF THE CENTER LINE OF THE ASPHALT ROAD, AND SET ABOUT LEVEL
 KR1129'WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0003 ***********************************************************************
 MT0003  DESIGNATION -  C 323
 MT0003  PID         -  MT0003
 MT0003  STATE/COUNTY-  NV/ELKO
 MT0003  USGS QUAD   -  GOLLAHER MOUNTAIN (1989)
 MT0003
 MT0003                         *CURRENT SURVEY CONTROL
 MT0003  ___________________________________________________________________
 MT0003* NAD 83(1986)-  41 58 41.     (N)    114 28 41.     (W)     SCALED    
 MT0003* NAVD 88     -      1798.976  (meters)    5902.14   (feet)  ADJUSTED  
 MT0003  ___________________________________________________________________
 MT0003  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 MT0003  DYNAMIC HT  -        1797.643 (meters)    5897.77  (feet)  COMP
 MT0003  MODELED GRAV-     979,817.1   (mgal)                       NAVD 88
 MT0003
 MT0003  VERT ORDER  -  SECOND    CLASS 0
 MT0003
 MT0003.The horizontal coordinates were scaled from a topographic map and have
 MT0003.an estimated accuracy of +/- 6 seconds.
 MT0003
 MT0003.The orthometric height was determined by differential leveling
 MT0003.and adjusted by the National Geodetic Survey in June 1991..
 MT0003
 MT0003.The geoid height was determined by GEOID03.
 MT0003
 MT0003.The dynamic height is computed by dividing the NAVD 88
 MT0003.geopotential number by the normal gravity value computed on the
 MT0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0003.degrees latitude (g = 980.6199 gals.).
 MT0003
 MT0003.The modeled gravity was interpolated from observed gravity values.
 MT0003
 MT0003;                    North         East    Units  Estimated Accuracy
 MT0003;SPC NV E     - 8,802,850.      291,600.      MT  (+/- 180 meters Scaled)
 MT0003
 MT0003                          SUPERSEDED SURVEY CONTROL
 MT0003
 MT0003  NGVD 29 (??/??/92) 1797.828  (m)         5898.37   (f) ADJ UNCH    2 0
 MT0003
 MT0003.Superseded values are not recommended for survey control.
 MT0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0003.See file dsdata.txt to determine how the superseded data were derived.
 MT0003
 MT0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG089504(NAD 83)
 MT0003_MARKER: DB = BENCH MARK DISK
 MT0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0003_STAMPING: C 323 1951
 MT0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0003+STABILITY: SURFACE MOTION
 MT0003
 MT0003  HISTORY     - Date     Condition        Report By
 MT0003  HISTORY     - 1951     MONUMENTED       CGS
 MT0003
 MT0003                          STATION DESCRIPTION
 MT0003
 MT0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0003'14.6 MI NE FROM SAN JACINTO.
 MT0003'14.6 MILES NORTHEAST, 0.3 MILE SOUTHWEST OF THE T JUNCTION OF A TRACK
 MT0003'ROAD WHICH LEADS NORTH AT THE SUMMIT OF A GRADE, 0.3 MILE EAST OF THE
 MT0003'Y JUNCTION OF A TRACK ROAD LEADING WEST, AT THE WEST END AND ON THE
 MT0003'OUTSIDE OF A SHARP CURVE, ACROSS THE ROAD FROM THE EAST END OF A SMALL
 MT0003'CLEARING, 163 1/2 FEET WEST OF THE CENTER OF A 8 BY 4 FEET LOG CULVERT
 MT0003'UNDER THE ROAD AT THE APPROXIMATE CENTER OF THE CURVE, 43 1/2 FEET
 MT0003'SOUTH OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET HIGHER THAN THE ROAD,
 MT0003'2 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 MT0003'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0477 ***********************************************************************
 JR0477  DESIGNATION -  C 324
 JR0477  PID         -  JR0477
 JR0477  STATE/COUNTY-  NV/DOUGLAS
 JR0477  USGS QUAD   -  MINDEN (1982)
 JR0477
 JR0477                         *CURRENT SURVEY CONTROL
 JR0477  ___________________________________________________________________
 JR0477* NAD 83(1986)-  38 55 56.     (N)    119 50 26.     (W)     SCALED    
 JR0477* NAVD 88     -      1458.62   (+/-2cm)    4785.5    (feet)  VERTCON   
 JR0477  ___________________________________________________________________
 JR0477  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 JR0477
 JR0477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0477
 JR0477.The horizontal coordinates were scaled from a topographic map and have
 JR0477.an estimated accuracy of +/- 6 seconds.
 JR0477
 JR0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0477.The vertical order pertains to the NGVD 29 superseded value.
 JR0477
 JR0477.The geoid height was determined by GEOID03.
 JR0477
 JR0477;                    North         East    Units  Estimated Accuracy
 JR0477;SPC NV W     - 4,464,830.      691,000.      MT  (+/- 180 meters Scaled)
 JR0477
 JR0477                          SUPERSEDED SURVEY CONTROL
 JR0477
 JR0477  NGVD 29 (??/??/92) 1457.427  (m)         4781.58   (f) ADJ UNCH    2 0
 JR0477
 JR0477.Superseded values are not recommended for survey control.
 JR0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0477.See file dsdata.txt to determine how the superseded data were derived.
 JR0477
 JR0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD537130(NAD 83)
 JR0477_MARKER: DB = BENCH MARK DISK
 JR0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0477_STAMPING: C 324 1951
 JR0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0477+STABILITY: SURFACE MOTION
 JR0477
 JR0477  HISTORY     - Date     Condition        Report By
 JR0477  HISTORY     - 1951     MONUMENTED       CGS
 JR0477
 JR0477                          STATION DESCRIPTION
 JR0477
 JR0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JR0477'5.3 MI S FROM GENOA.
 JR0477'ABOUT 5.3 MILES SOUTH ALONG FOOTHILL ROAD FROM THE GENERAL STORE
 JR0477'IN GENOA, AT A T JUNCTION OF A DIRT ROAD LEADING EAST, 240 FEET
 JR0477'EAST OF THE CENTER LINE OF THE HIGHWAY, 148 1/2 FEET NORTHWEST
 JR0477'OF THE NORTHWEST CORNER OF MOTTSVILLE CEMETERY, 27 1/2 FEET
 JR0477'NORTH OF THE CENTER LINE OF A DIRT ROAD, 3 FEET SOUTH OF POWER
 JR0477'LINE POLE, NO. 57563, 1.2 FEET WEST OF A WITNESS POST, ABOUT
 JR0477'5 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JR0477'POST PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0606 ***********************************************************************
 MT0606  DESIGNATION -  C 326
 MT0606  PID         -  MT0606
 MT0606  STATE/COUNTY-  NV/ELKO
 MT0606  USGS QUAD   -  TENNESSEE MOUNTAIN (1986)
 MT0606
 MT0606                         *CURRENT SURVEY CONTROL
 MT0606  ___________________________________________________________________
 MT0606* NAD 83(1986)-  41 51 35.     (N)    115 42 21.     (W)     SCALED    
 MT0606* NAVD 88     -      1661.950  (meters)    5452.58   (feet)  ADJUSTED  
 MT0606  ___________________________________________________________________
 MT0606  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 MT0606  DYNAMIC HT  -        1660.691 (meters)    5448.45  (feet)  COMP
 MT0606  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 MT0606
 MT0606  VERT ORDER  -  SECOND    CLASS 0
 MT0606
 MT0606.The horizontal coordinates were scaled from a topographic map and have
 MT0606.an estimated accuracy of +/- 6 seconds.
 MT0606
 MT0606.The orthometric height was determined by differential leveling
 MT0606.and adjusted by the National Geodetic Survey in June 1991..
 MT0606
 MT0606.The geoid height was determined by GEOID03.
 MT0606
 MT0606.The dynamic height is computed by dividing the NAVD 88
 MT0606.geopotential number by the normal gravity value computed on the
 MT0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0606.degrees latitude (g = 980.6199 gals.).
 MT0606
 MT0606.The modeled gravity was interpolated from observed gravity values.
 MT0606
 MT0606;                    North         East    Units  Estimated Accuracy
 MT0606;SPC NV E     - 8,789,130.      189,830.      MT  (+/- 180 meters Scaled)
 MT0606
 MT0606                          SUPERSEDED SURVEY CONTROL
 MT0606
 MT0606  NGVD 29 (??/??/92) 1660.743  (m)         5448.62   (f) ADJ UNCH    2 0
 MT0606
 MT0606.Superseded values are not recommended for survey control.
 MT0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0606.See file dsdata.txt to determine how the superseded data were derived.
 MT0606
 MT0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG074350(NAD 83)
 MT0606_MARKER: DB = BENCH MARK DISK
 MT0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0606_STAMPING: C 326 1951
 MT0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0606+STABILITY: SURFACE MOTION
 MT0606
 MT0606  HISTORY     - Date     Condition        Report By
 MT0606  HISTORY     - 1951     MONUMENTED       CGS
 MT0606
 MT0606                          STATION DESCRIPTION
 MT0606
 MT0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0606'24.5 MI NE FROM MOUNTAIN CITY.
 MT0606'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0606'MOUNTAIN CITY, THENCE 15.0 MILES EAST ALONG A GRAVEL ROAD, THENCE 2.6
 MT0606'MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 5.9 MILES NORTHEAST ALONG A
 MT0606'GRAVEL ROAD, 0.35 MILES NORTHEAST OF A BRIDGE OVER MEADOW CREEK, AT A
 MT0606'CLEARING, 112 1/2 FEET WEST OF THE APPROXIMATE CENTER OF MEADOW CREEK,
 MT0606'24.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH OF A
 MT0606'WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 MT0606'A CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0027 ***********************************************************************
 MT0027  DESIGNATION -  C 327
 MT0027  PID         -  MT0027
 MT0027  STATE/COUNTY-  NV/ELKO
 MT0027  USGS QUAD   -  FIVEMILE GULCH (1989)
 MT0027
 MT0027                         *CURRENT SURVEY CONTROL
 MT0027  ___________________________________________________________________
 MT0027* NAD 83(1986)-  41 52 53.     (N)    114 12 17.     (W)     SCALED    
 MT0027* NAVD 88     -      1618.979  (meters)    5311.60   (feet)  ADJUSTED  
 MT0027  ___________________________________________________________________
 MT0027  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 MT0027  DYNAMIC HT  -        1617.793 (meters)    5307.71  (feet)  COMP
 MT0027  MODELED GRAV-     979,833.0   (mgal)                       NAVD 88
 MT0027
 MT0027  VERT ORDER  -  SECOND    CLASS 0
 MT0027
 MT0027.The horizontal coordinates were scaled from a topographic map and have
 MT0027.an estimated accuracy of +/- 6 seconds.
 MT0027
 MT0027.The orthometric height was determined by differential leveling
 MT0027.and adjusted by the National Geodetic Survey in June 1991..
 MT0027
 MT0027.The geoid height was determined by GEOID03.
 MT0027
 MT0027.The dynamic height is computed by dividing the NAVD 88
 MT0027.geopotential number by the normal gravity value computed on the
 MT0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0027.degrees latitude (g = 980.6199 gals.).
 MT0027
 MT0027.The modeled gravity was interpolated from observed gravity values.
 MT0027
 MT0027;                    North         East    Units  Estimated Accuracy
 MT0027;SPC NV E     - 8,792,440.      314,420.      MT  (+/- 180 meters Scaled)
 MT0027
 MT0027                          SUPERSEDED SURVEY CONTROL
 MT0027
 MT0027  NGVD 29 (??/??/92) 1617.860  (m)         5307.93   (f) ADJ UNCH    2 0
 MT0027
 MT0027.Superseded values are not recommended for survey control.
 MT0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0027.See file dsdata.txt to determine how the superseded data were derived.
 MT0027
 MT0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG319403(NAD 83)
 MT0027_MARKER: DB = BENCH MARK DISK
 MT0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0027_STAMPING: C 327 1951
 MT0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0027+STABILITY: SURFACE MOTION
 MT0027
 MT0027  HISTORY     - Date     Condition        Report By
 MT0027  HISTORY     - 1951     MONUMENTED       CGS
 MT0027
 MT0027                          STATION DESCRIPTION
 MT0027
 MT0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0027'37.8 MI E FROM SAN JACINTO.
 MT0027'37.8 MILES EAST, 34.3 MILES NORTHWEST OF GROUSE CREEK, UTAH, 0.25 MILE
 MT0027'SOUTHEAST OF A WOODEN BRIDGE OVER GOOSE CREEK, 0.55 MILE NORTH OF THE
 MT0027'Y JUNCTION OF A TRACK ROAD LEADING SOUTH ALONG A FENCE LINE, AND ABOUT
 MT0027'80 YARDS SOUTHWEST OF A GATE IN A FENCE LINE, 91.7 FEET NORTH OF A 20
 MT0027'INCH JUNIPER TREE WITH TWO LARGE BROKEN LIMBS, 75.8 FEET WEST OF AND
 MT0027'ACROSS FROM THE FENCE, 44 1/2 FEET WEST OF THE CENTER LINE OF THE
 MT0027'ROAD, 2.4 FEET NORTH OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN
 MT0027'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MT0027'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1259 ***********************************************************************
 GR1259  DESIGNATION -  C 328
 GR1259  PID         -  GR1259
 GR1259  STATE/COUNTY-  NV/NYE
 GR1259  USGS QUAD   -  MERCURY (1983)
 GR1259
 GR1259                         *CURRENT SURVEY CONTROL
 GR1259  ___________________________________________________________________
 GR1259* NAD 83(1986)-  36 41 35.     (N)    115 58 27.     (W)     SCALED    
 GR1259* NAVD 88     -      1229.147  (meters)    4032.63   (feet)  ADJUSTED  
 GR1259  ___________________________________________________________________
 GR1259  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 GR1259  DYNAMIC HT  -        1227.777 (meters)    4028.13  (feet)  COMP
 GR1259  MODELED GRAV-     979,475.3   (mgal)                       NAVD 88
 GR1259
 GR1259  VERT ORDER  -  SECOND    CLASS 0
 GR1259
 GR1259.The horizontal coordinates were scaled from a topographic map and have
 GR1259.an estimated accuracy of +/- 6 seconds.
 GR1259
 GR1259.The orthometric height was determined by differential leveling
 GR1259.and adjusted by the National Geodetic Survey in June 1991..
 GR1259
 GR1259.The geoid height was determined by GEOID03.
 GR1259
 GR1259.The dynamic height is computed by dividing the NAVD 88
 GR1259.geopotential number by the normal gravity value computed on the
 GR1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1259.degrees latitude (g = 980.6199 gals.).
 GR1259
 GR1259.The modeled gravity was interpolated from observed gravity values.
 GR1259
 GR1259;                    North         East    Units  Estimated Accuracy
 GR1259;SPC NV C     - 6,215,790.      561,880.      MT  (+/- 180 meters Scaled)
 GR1259
 GR1259                          SUPERSEDED SURVEY CONTROL
 GR1259
 GR1259  NGVD 29 (??/??/92) 1228.251  (m)         4029.69   (f) ADJ UNCH    2 0
 GR1259
 GR1259.Superseded values are not recommended for survey control.
 GR1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1259.See file dsdata.txt to determine how the superseded data were derived.
 GR1259
 GR1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA916613(NAD 83)
 GR1259_MARKER: DB = BENCH MARK DISK
 GR1259_SETTING: 66 = SET IN ROCK OUTCROP
 GR1259_SP_SET: GRANITE OUTCROP
 GR1259_STAMPING: C 328 1952
 GR1259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1259+STABILITY: POSITION/ELEVATION WELL
 GR1259
 GR1259  HISTORY     - Date     Condition        Report By
 GR1259  HISTORY     - 1952     MONUMENTED       CGS
 GR1259
 GR1259                          STATION DESCRIPTION
 GR1259
 GR1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GR1259'2.75 MI NW FROM MERCURY.
 GR1259'0.15 MILE WEST ALONG RANGER AVENUE FROM THE POST OFFICE AT MERCURY,
 GR1259'THENCE 2.6 MILES NORTH ALONG THE MERCURY HIGHWAY, AT THE FOOT OF A
 GR1259'ROCKY HILL, 101 FEET NORTH OF A POWER POLE, 52 FEET WEST OF THE CENTER
 GR1259'LINE OF THE HIGHWAY, 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, 1.8 FEET
 GR1259'ABOVE THE GROUND, SET IN THE TOP OF A GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0434 ***********************************************************************
 HQ0434  DESIGNATION -  C 329
 HQ0434  PID         -  HQ0434
 HQ0434  STATE/COUNTY-  NV/NYE
 HQ0434  USGS QUAD   -  YUCCA FLAT (1986)
 HQ0434
 HQ0434                         *CURRENT SURVEY CONTROL
 HQ0434  ___________________________________________________________________
 HQ0434* NAD 83(1986)-  37 00 06.     (N)    116 03 07.     (W)     SCALED    
 HQ0434* NAVD 88     -      1211.155  (meters)    3973.60   (feet)  ADJUSTED  
 HQ0434  ___________________________________________________________________
 HQ0434  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 HQ0434  DYNAMIC HT  -        1209.830 (meters)    3969.25  (feet)  COMP
 HQ0434  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 HQ0434
 HQ0434  VERT ORDER  -  SECOND    CLASS 0
 HQ0434
 HQ0434.The horizontal coordinates were scaled from a topographic map and have
 HQ0434.an estimated accuracy of +/- 6 seconds.
 HQ0434
 HQ0434.The orthometric height was determined by differential leveling
 HQ0434.and adjusted by the National Geodetic Survey in June 1991..
 HQ0434
 HQ0434.The geoid height was determined by GEOID03.
 HQ0434
 HQ0434.The dynamic height is computed by dividing the NAVD 88
 HQ0434.geopotential number by the normal gravity value computed on the
 HQ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0434.degrees latitude (g = 980.6199 gals.).
 HQ0434
 HQ0434.The modeled gravity was interpolated from observed gravity values.
 HQ0434
 HQ0434;                    North         East    Units  Estimated Accuracy
 HQ0434;SPC NV C     - 6,249,990.      554,710.      MT  (+/- 180 meters Scaled)
 HQ0434
 HQ0434                          SUPERSEDED SURVEY CONTROL
 HQ0434
 HQ0434  NGVD 29 (??/??/92) 1210.24   (m)         3970.6    (f) COMPUTED    2 0
 HQ0434
 HQ0434.Superseded values are not recommended for survey control.
 HQ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0434.See file dsdata.txt to determine how the superseded data were derived.
 HQ0434
 HQ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA843954(NAD 83)
 HQ0434_MARKER: DB = BENCH MARK DISK
 HQ0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0434_STAMPING: C 329 1952
 HQ0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0434+STABILITY: SURFACE MOTION
 HQ0434
 HQ0434  HISTORY     - Date     Condition        Report By
 HQ0434  HISTORY     - 1952     MONUMENTED       CGS
 HQ0434
 HQ0434                          STATION DESCRIPTION
 HQ0434
 HQ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0434'4.65 MI N FROM YUCCA PASS.
 HQ0434'4.65 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF YUCCA
 HQ0434'PASS, 150 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN LINE WITH
 HQ0434'A ROW OF TELEPHONE POLES, 32.8 FEET NORTH OF A TELEPHONE POLE,
 HQ0434'2.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HQ0434'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0056 ***********************************************************************
 JP0056  DESIGNATION -  C 33
 JP0056  PID         -  JP0056
 JP0056  STATE/COUNTY-  NV/NYE
 JP0056  USGS QUAD   -  CURRANT SUMMIT (1990)
 JP0056
 JP0056                         *CURRENT SURVEY CONTROL
 JP0056  ___________________________________________________________________
 JP0056* NAD 83(1986)-  38 48 37.     (N)    115 21 44.     (W)     SCALED    
 JP0056* NAVD 88     -      1868.174  (meters)    6129.17   (feet)  ADJUSTED  
 JP0056  ___________________________________________________________________
 JP0056  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 JP0056  DYNAMIC HT  -        1866.168 (meters)    6122.59  (feet)  COMP
 JP0056  MODELED GRAV-     979,487.9   (mgal)                       NAVD 88
 JP0056
 JP0056  VERT ORDER  -  FIRST     CLASS II
 JP0056
 JP0056.The horizontal coordinates were scaled from a topographic map and have
 JP0056.an estimated accuracy of +/- 6 seconds.
 JP0056
 JP0056.The orthometric height was determined by differential leveling
 JP0056.and adjusted by the National Geodetic Survey in June 1991..
 JP0056
 JP0056.The geoid height was determined by GEOID03.
 JP0056
 JP0056.The dynamic height is computed by dividing the NAVD 88
 JP0056.geopotential number by the normal gravity value computed on the
 JP0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0056.degrees latitude (g = 980.6199 gals.).
 JP0056
 JP0056.The modeled gravity was interpolated from observed gravity values.
 JP0056
 JP0056;                    North         East    Units  Estimated Accuracy
 JP0056;SPC NV C     - 6,451,350.      613,290.      MT  (+/- 180 meters Scaled)
 JP0056
 JP0056                          SUPERSEDED SURVEY CONTROL
 JP0056
 JP0056  NGVD 29 (??/??/92) 1866.960  (m)         6125.18   (f) ADJ UNCH    1 2
 JP0056
 JP0056.Superseded values are not recommended for survey control.
 JP0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0056.See file dsdata.txt to determine how the superseded data were derived.
 JP0056
 JP0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC422969(NAD 83)
 JP0056_MARKER: DB = BENCH MARK DISK
 JP0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0056_STAMPING: 6125.185 C 33 1933
 JP0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0056+STABILITY: SURFACE MOTION
 JP0056
 JP0056  HISTORY     - Date     Condition        Report By
 JP0056  HISTORY     - 1933     MONUMENTED       CGS
 JP0056  HISTORY     - 1956     POOR             USGS
 JP0056
 JP0056                          STATION DESCRIPTION
 JP0056
 JP0056'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JP0056'8.1 MI NE FROM CURRANT.
 JP0056'8.1 MILES NORTHEAST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JP0056'CURRANT, NYE COUNTY, AND 50 FEET SOUTH OF THE CENTERLINE OF THE
 JP0056'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 JP0056'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0230 ***********************************************************************
 HP0230  DESIGNATION -  C 330
 HP0230  PID         -  HP0230
 HP0230  STATE/COUNTY-  NV/NYE
 HP0230  USGS QUAD   -  JANGLE RIDGE (1986)
 HP0230
 HP0230                         *CURRENT SURVEY CONTROL
 HP0230  ___________________________________________________________________
 HP0230* NAD 83(1986)-  37 13 42.     (N)    115 56 12.     (W)     SCALED    
 HP0230* NAVD 88     -      1387.017  (meters)    4550.57   (feet)  ADJUSTED  
 HP0230  ___________________________________________________________________
 HP0230  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 HP0230  DYNAMIC HT  -        1385.479 (meters)    4545.53  (feet)  COMP
 HP0230  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 HP0230
 HP0230  VERT ORDER  -  SECOND    CLASS 0
 HP0230
 HP0230.The horizontal coordinates were scaled from a topographic map and have
 HP0230.an estimated accuracy of +/- 6 seconds.
 HP0230
 HP0230.The orthometric height was determined by differential leveling
 HP0230.and adjusted by the National Geodetic Survey in June 1991..
 HP0230
 HP0230.The geoid height was determined by GEOID03.
 HP0230
 HP0230.The dynamic height is computed by dividing the NAVD 88
 HP0230.geopotential number by the normal gravity value computed on the
 HP0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0230.degrees latitude (g = 980.6199 gals.).
 HP0230
 HP0230.The modeled gravity was interpolated from observed gravity values.
 HP0230
 HP0230;                    North         East    Units  Estimated Accuracy
 HP0230;SPC NV C     - 6,275,220.      564,780.      MT  (+/- 180 meters Scaled)
 HP0230
 HP0230                          SUPERSEDED SURVEY CONTROL
 HP0230
 HP0230  NGVD 29 (??/??/92) 1386.051  (m)         4547.40   (f) ADJ UNCH    2 0
 HP0230
 HP0230.Superseded values are not recommended for survey control.
 HP0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0230.See file dsdata.txt to determine how the superseded data were derived.
 HP0230
 HP0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB943207(NAD 83)
 HP0230_MARKER: DB = BENCH MARK DISK
 HP0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0230_STAMPING: C 330 1952
 HP0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0230+STABILITY: SURFACE MOTION
 HP0230
 HP0230  HISTORY     - Date     Condition        Report By
 HP0230  HISTORY     - 1952     MONUMENTED       CGS
 HP0230
 HP0230                          STATION DESCRIPTION
 HP0230
 HP0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HP0230'9.05 MI SW FROM GROOM LAKE.
 HP0230'2.3 MILES SOUTH ALONG THE WEST EDGE OF GROOM LAKE FROM A POINT AT THE
 HP0230'NORTH END OF THE LAKE WHERE A SANDY TRACK ROAD LEADS NORTHWEST, THENCE
 HP0230'6.75 MILES SOUTHWEST ALONG A TRACK ROAD, 0.95 MILE NORTHEAST OF A ROAD
 HP0230'INTERSECTION, 69 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 3
 HP0230'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HP0230'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0489 ***********************************************************************
 HQ0489  DESIGNATION -  C 331
 HQ0489  PID         -  HQ0489
 HQ0489  STATE/COUNTY-  NV/NYE
 HQ0489  USGS QUAD   -  TOLICHA PEAK (1986)
 HQ0489
 HQ0489                         *CURRENT SURVEY CONTROL
 HQ0489  ___________________________________________________________________
 HQ0489* NAD 83(1986)-  37 17 15.     (N)    116 47 33.     (W)     SCALED    
 HQ0489* NAVD 88     -      1750.602  (meters)    5743.43   (feet)  ADJUSTED  
 HQ0489  ___________________________________________________________________
 HQ0489  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 HQ0489  DYNAMIC HT  -        1748.573 (meters)    5736.78  (feet)  COMP
 HQ0489  MODELED GRAV-     979,409.2   (mgal)                       NAVD 88
 HQ0489
 HQ0489  VERT ORDER  -  SECOND    CLASS 0
 HQ0489
 HQ0489.The horizontal coordinates were scaled from a topographic map and have
 HQ0489.an estimated accuracy of +/- 6 seconds.
 HQ0489
 HQ0489.The orthometric height was determined by differential leveling
 HQ0489.and adjusted by the National Geodetic Survey in June 1991..
 HQ0489
 HQ0489.The geoid height was determined by GEOID03.
 HQ0489
 HQ0489.The dynamic height is computed by dividing the NAVD 88
 HQ0489.geopotential number by the normal gravity value computed on the
 HQ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0489.degrees latitude (g = 980.6199 gals.).
 HQ0489
 HQ0489.The modeled gravity was interpolated from observed gravity values.
 HQ0489
 HQ0489;                    North         East    Units  Estimated Accuracy
 HQ0489;SPC NV C     - 6,281,540.      488,840.      MT  (+/- 180 meters Scaled)
 HQ0489
 HQ0489                          SUPERSEDED SURVEY CONTROL
 HQ0489
 HQ0489.No superseded survey control is available for this station.
 HQ0489
 HQ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB183267(NAD 83)
 HQ0489_MARKER: DB = BENCH MARK DISK
 HQ0489_SETTING: 80 = SET IN A BOULDER
 HQ0489_SP_SET: BOULDER
 HQ0489_STAMPING: C 331 1952
 HQ0489_MARK LOGO: CGS   
 HQ0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0489+STABILITY: SURFACE MOTION
 HQ0489
 HQ0489  HISTORY     - Date     Condition        Report By
 HQ0489  HISTORY     - 1952     MONUMENTED       CGS
 HQ0489  HISTORY     - 19920623 GOOD             LOCENG
 HQ0489
 HQ0489                          STATION DESCRIPTION
 HQ0489
 HQ0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0489'30.4 MI N FROM BEATTY.
 HQ0489'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0489'AT BEATTY, THENCE 11.75 MILES NORTH ALONG A WINDING TRACK ROAD,
 HQ0489'102 YARDS SOUTH OF A JUNCTION WITH A TRACK ROAD LEADING
 HQ0489'SOUTHWEST, ON THE EAST SLOPE OF A HILL, 122 FEET SOUTHWEST OF
 HQ0489'THE CENTER LINE OF A TRACK ROAD, 3 FEET ABOVE THE GROUND, SET
 HQ0489'IN THE TOP OF A 3X4 FOOT GRANITE BOULDER.
 HQ0489
 HQ0489                          STATION RECOVERY (1992)
 HQ0489
 HQ0489'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0260 ***********************************************************************
 HQ0260  DESIGNATION -  C 332
 HQ0260  PID         -  HQ0260
 HQ0260  STATE/COUNTY-  NV/NYE
 HQ0260  USGS QUAD   -  TRAPPMAN HILLS (1988)
 HQ0260
 HQ0260                         *CURRENT SURVEY CONTROL
 HQ0260  ___________________________________________________________________
 HQ0260* NAD 83(1986)-  37 35 25.     (N)    116 40 12.     (W)     SCALED    
 HQ0260* NAVD 88     -      1698.142  (meters)    5571.32   (feet)  ADJUSTED  
 HQ0260  ___________________________________________________________________
 HQ0260  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 HQ0260  DYNAMIC HT  -        1696.192 (meters)    5564.92  (feet)  COMP
 HQ0260  MODELED GRAV-     979,422.3   (mgal)                       NAVD 88
 HQ0260
 HQ0260  VERT ORDER  -  SECOND    CLASS 0
 HQ0260
 HQ0260.The horizontal coordinates were scaled from a topographic map and have
 HQ0260.an estimated accuracy of +/- 6 seconds.
 HQ0260
 HQ0260.The orthometric height was determined by differential leveling
 HQ0260.and adjusted by the National Geodetic Survey in June 1991..
 HQ0260
 HQ0260.The geoid height was determined by GEOID03.
 HQ0260
 HQ0260.The dynamic height is computed by dividing the NAVD 88
 HQ0260.geopotential number by the normal gravity value computed on the
 HQ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0260.degrees latitude (g = 980.6199 gals.).
 HQ0260
 HQ0260.The modeled gravity was interpolated from observed gravity values.
 HQ0260
 HQ0260;                    North         East    Units  Estimated Accuracy
 HQ0260;SPC NV C     - 6,315,130.      499,710.      MT  (+/- 180 meters Scaled)
 HQ0260
 HQ0260                          SUPERSEDED SURVEY CONTROL
 HQ0260
 HQ0260.No superseded survey control is available for this station.
 HQ0260
 HQ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB291604(NAD 83)
 HQ0260_MARKER: DB = BENCH MARK DISK
 HQ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0260_STAMPING: C 332 1952
 HQ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0260+STABILITY: SURFACE MOTION
 HQ0260
 HQ0260  HISTORY     - Date     Condition        Report By
 HQ0260  HISTORY     - 1952     MONUMENTED       CGS
 HQ0260
 HQ0260                          STATION DESCRIPTION
 HQ0260
 HQ0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0260'54 MI SE FROM TONOPAH.
 HQ0260'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ0260'TONOPAH, THENCE 21.1 MILES SOUTHEAST ALONG AN OILED ROAD, THENCE
 HQ0260'8.5 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 12.4 MILES SOUTH
 HQ0260'ALONG A TRACK ROAD, 77 FEET WEST OF THE CENTER LINE OF A TRACK
 HQ0260'ROAD, 2.6 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 HQ0260'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0088 ***********************************************************************
 GS0088  DESIGNATION -  C 333
 GS0088  PID         -  GS0088
 GS0088  STATE/COUNTY-  NV/NYE
 GS0088  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0088
 GS0088                         *CURRENT SURVEY CONTROL
 GS0088  ___________________________________________________________________
 GS0088* NAD 83(1986)-  36 39 03.     (N)    116 25 43.     (W)     SCALED    
 GS0088* NAVD 88     -       811.206  (meters)    2661.43   (feet)  ADJUSTED  
 GS0088  ___________________________________________________________________
 GS0088  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GS0088  DYNAMIC HT  -         810.379 (meters)    2658.72  (feet)  COMP
 GS0088  MODELED GRAV-     979,586.4   (mgal)                       NAVD 88
 GS0088
 GS0088  VERT ORDER  -  SECOND    CLASS 0
 GS0088
 GS0088.The horizontal coordinates were scaled from a topographic map and have
 GS0088.an estimated accuracy of +/- 6 seconds.
 GS0088
 GS0088.The orthometric height was determined by differential leveling
 GS0088.and adjusted by the National Geodetic Survey in June 1991..
 GS0088
 GS0088.The geoid height was determined by GEOID03.
 GS0088
 GS0088.The dynamic height is computed by dividing the NAVD 88
 GS0088.geopotential number by the normal gravity value computed on the
 GS0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0088.degrees latitude (g = 980.6199 gals.).
 GS0088
 GS0088.The modeled gravity was interpolated from observed gravity values.
 GS0088
 GS0088;                    North         East    Units  Estimated Accuracy
 GS0088;SPC NV C     - 6,210,910.      521,280.      MT  (+/- 180 meters Scaled)
 GS0088
 GS0088                          SUPERSEDED SURVEY CONTROL
 GS0088
 GS0088  NGVD 29 (??/??/??)  810.397  (m)         2658.78   (f) ADJUSTED    2 0
 GS0088
 GS0088.Superseded values are not recommended for survey control.
 GS0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0088.See file dsdata.txt to determine how the superseded data were derived.
 GS0088
 GS0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA510562(NAD 83)
 GS0088_MARKER: DB = BENCH MARK DISK
 GS0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GS0088_SP_SET: HEADWALL
 GS0088_STAMPING: C 333 1952
 GS0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0088
 GS0088  HISTORY     - Date     Condition        Report By
 GS0088  HISTORY     - 1952     MONUMENTED       CGS
 GS0088  HISTORY     - 1983     MARK NOT FOUND   NGS
 GS0088
 GS0088                          STATION DESCRIPTION
 GS0088
 GS0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0088'1.8 MI W FROM LATHROP WELLS.
 GS0088'1.8 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF ITS Y
 GS0088'JUNCTION WITH STATE HIGHWAY 29 AT LATHROP WELLS, 18 FEET NORTH
 GS0088'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET BELOW THE LEVEL OF THE
 GS0088'HIGHWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 GS0088'HEADWALL OF A 16 INCH PIPE CULVERT.
 GS0088
 GS0088                          STATION RECOVERY (1983)
 GS0088
 GS0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0088'NOT RECOVERED.  HEADWALL REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0466 ***********************************************************************
 GS0466  DESIGNATION -  C 333 RESET
 GS0466  PID         -  GS0466
 GS0466  STATE/COUNTY-  NV/NYE
 GS0466  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0466
 GS0466                         *CURRENT SURVEY CONTROL
 GS0466  ___________________________________________________________________
 GS0466* NAD 83(1986)-  36 39 03.     (N)    116 25 40.     (W)     SCALED    
 GS0466* NAVD 88     -       811.471  (meters)    2662.30   (feet)  ADJUSTED  
 GS0466  ___________________________________________________________________
 GS0466  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GS0466  DYNAMIC HT  -         810.644 (meters)    2659.59  (feet)  COMP
 GS0466  MODELED GRAV-     979,586.2   (mgal)                       NAVD 88
 GS0466
 GS0466  VERT ORDER  -  FIRST     CLASS II
 GS0466
 GS0466.The horizontal coordinates were scaled from a topographic map and have
 GS0466.an estimated accuracy of +/- 6 seconds.
 GS0466
 GS0466.The orthometric height was determined by differential leveling
 GS0466.and adjusted by the National Geodetic Survey in June 1991..
 GS0466
 GS0466.The geoid height was determined by GEOID03.
 GS0466
 GS0466.The dynamic height is computed by dividing the NAVD 88
 GS0466.geopotential number by the normal gravity value computed on the
 GS0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0466.degrees latitude (g = 980.6199 gals.).
 GS0466
 GS0466.The modeled gravity was interpolated from observed gravity values.
 GS0466
 GS0466;                    North         East    Units  Estimated Accuracy
 GS0466;SPC NV C     - 6,210,910.      521,360.      MT  (+/- 180 meters Scaled)
 GS0466
 GS0466                          SUPERSEDED SURVEY CONTROL
 GS0466
 GS0466  NGVD 29 (05/01/91)  810.663  (m)         2659.65   (f) ADJUSTED    1 2
 GS0466
 GS0466.Superseded values are not recommended for survey control.
 GS0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0466.See file dsdata.txt to determine how the superseded data were derived.
 GS0466
 GS0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA511562(NAD 83)
 GS0466_MARKER: DB = BENCH MARK DISK
 GS0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0466_SP_SET: CONCRETE POST
 GS0466_STAMPING: C 333 RESET 1980
 GS0466_MARK LOGO: NGS   
 GS0466_PROJECTION: PROJECTING 3 CENTIMETERS
 GS0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0466+STABILITY: SURFACE MOTION
 GS0466
 GS0466  HISTORY     - Date     Condition        Report By
 GS0466  HISTORY     - 1980     MONUMENTED       NVDT
 GS0466  HISTORY     - 1983     GOOD             NGS
 GS0466
 GS0466                          STATION DESCRIPTION
 GS0466
 GS0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0466'2.5 KM (1.6 MI) NW FROM LATHROP WELLS.
 GS0466'2.55 KM (1.6 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0466'STATE HIGHWAY 373 IN LATHROP WELLS, 0.28 KM (0.19 MI) SOUTHEAST OF
 GS0466'MILEPOST 32, 48.7 METERS (160 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 GS0466'61.9 METERS (203 FT) NORTHWEST OF THE NORTHWEST END OF A WOODEN FENCE
 GS0466'BRACE IN THE RIGHT OF WAY FENCE, 37.5 METERS (123 FT) NORTHEAST OF THE
 GS0466'NORTHEAST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 11.9 METERS
 GS0466'(39 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 GS0466'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 GS0466'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0440 ***********************************************************************
 HQ0440  DESIGNATION -  C 334
 HQ0440  PID         -  HQ0440
 HQ0440  STATE/COUNTY-  NV/NYE
 HQ0440  USGS QUAD   -  YUCCA FLAT (1986)
 HQ0440
 HQ0440                         *CURRENT SURVEY CONTROL
 HQ0440  ___________________________________________________________________
 HQ0440* NAD 83(1986)-  37 05 39.     (N)    116 06 36.     (W)     SCALED    
 HQ0440* NAVD 88     -      1333.706  (meters)    4375.67   (feet)  ADJUSTED  
 HQ0440  ___________________________________________________________________
 HQ0440  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 HQ0440  DYNAMIC HT  -        1332.245 (meters)    4370.87  (feet)  COMP
 HQ0440  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 HQ0440
 HQ0440  VERT ORDER  -  SECOND    CLASS 0
 HQ0440
 HQ0440.The horizontal coordinates were scaled from a topographic map and have
 HQ0440.an estimated accuracy of +/- 6 seconds.
 HQ0440
 HQ0440.The orthometric height was determined by differential leveling
 HQ0440.and adjusted by the National Geodetic Survey in June 1991..
 HQ0440
 HQ0440.The geoid height was determined by GEOID03.
 HQ0440
 HQ0440.The dynamic height is computed by dividing the NAVD 88
 HQ0440.geopotential number by the normal gravity value computed on the
 HQ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0440.degrees latitude (g = 980.6199 gals.).
 HQ0440
 HQ0440.The modeled gravity was interpolated from observed gravity values.
 HQ0440
 HQ0440;                    North         East    Units  Estimated Accuracy
 HQ0440;SPC NV C     - 6,260,220.      549,480.      MT  (+/- 180 meters Scaled)
 HQ0440
 HQ0440                          SUPERSEDED SURVEY CONTROL
 HQ0440
 HQ0440  NGVD 29 (??/??/92) 1332.769  (m)         4372.59   (f) ADJ UNCH    2 0
 HQ0440
 HQ0440.Superseded values are not recommended for survey control.
 HQ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0440.See file dsdata.txt to determine how the superseded data were derived.
 HQ0440
 HQ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB790056(NAD 83)
 HQ0440_MARKER: DB = BENCH MARK DISK
 HQ0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0440_STAMPING: C 334 1952
 HQ0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0440+STABILITY: SURFACE MOTION
 HQ0440
 HQ0440  HISTORY     - Date     Condition        Report By
 HQ0440  HISTORY     - 1952     MONUMENTED       CGS
 HQ0440  HISTORY     - 1984     GOOD             USGS
 HQ0440
 HQ0440                          STATION DESCRIPTION
 HQ0440
 HQ0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0440'15.4 MI N FROM YUCCA PASS.
 HQ0440'11.6 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF
 HQ0440'YUCCA PASS, THENCE 0.1 MILE WEST ALONG A DIRT ROAD, THENCE
 HQ0440'1.0 MILE SOUTHWEST ALONG A DIRT ROAD, THENCE 1.7 MILES SOUTHWEST
 HQ0440'ALONG AN OILED ROAD, THENCE 1.0 MILE SOUTHWEST ALONG A DIRT
 HQ0440'ROAD, 31 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD,
 HQ0440'2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0440'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 HQ0440
 HQ0440                          STATION RECOVERY (1984)
 HQ0440
 HQ0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0440'11.3 MILES NORTH ALONG MERCURY HIGHWAY FROM THE SUMMIT OF YUCCA PASS
 HQ0440'(ENTRANCE TO CP 1) TO A GRADED ROAD WEST. WEST ALONG GRADED ROAD 1.6
 HQ0440'MILES TO A POINT ABOUT 0.2 MILES EAST OF A T-ROAD. BM IS 355 FEET
 HQ0440'SOUTH OF THE ROAD, NEAR THE SCAR OF AN OLD NORTHEAST-SOUTHWEST TRACK
 HQ0440'ROAD. (NOTE: SIGNS OF HEAVY EQUIPMENT USE IN THE AREA. BM APPEARS TO
 HQ0440'BE UNDISTURBED, BUT ELEVATION WAS NOT CONFIRMED BY THIS WRITER.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0509 ***********************************************************************
 HQ0509  DESIGNATION -  C 335
 HQ0509  PID         -  HQ0509
 HQ0509  STATE/COUNTY-  NV/NYE
 HQ0509  USGS QUAD   -  BUCKBOARD MESA (1983)
 HQ0509
 HQ0509                         *CURRENT SURVEY CONTROL
 HQ0509  ___________________________________________________________________
 HQ0509* NAD 83(1986)-  37 04 20.     (N)    116 17 56.     (W)     SCALED    
 HQ0509* NAVD 88     -      1507.655  (meters)    4946.36   (feet)  ADJUSTED  
 HQ0509  ___________________________________________________________________
 HQ0509  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 HQ0509  DYNAMIC HT  -        1505.922 (meters)    4940.68  (feet)  COMP
 HQ0509  MODELED GRAV-     979,428.4   (mgal)                       NAVD 88
 HQ0509
 HQ0509  VERT ORDER  -  SECOND    CLASS 0
 HQ0509
 HQ0509.The horizontal coordinates were scaled from a topographic map and have
 HQ0509.an estimated accuracy of +/- 6 seconds.
 HQ0509
 HQ0509.The orthometric height was determined by differential leveling
 HQ0509.and adjusted by the National Geodetic Survey in June 1991..
 HQ0509
 HQ0509.The geoid height was determined by GEOID03.
 HQ0509
 HQ0509.The dynamic height is computed by dividing the NAVD 88
 HQ0509.geopotential number by the normal gravity value computed on the
 HQ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0509.degrees latitude (g = 980.6199 gals.).
 HQ0509
 HQ0509.The modeled gravity was interpolated from observed gravity values.
 HQ0509
 HQ0509;                    North         East    Units  Estimated Accuracy
 HQ0509;SPC NV C     - 6,257,710.      532,700.      MT  (+/- 180 meters Scaled)
 HQ0509
 HQ0509                          SUPERSEDED SURVEY CONTROL
 HQ0509
 HQ0509  NGVD 29 (??/??/92) 1506.633  (m)         4943.01   (f) ADJ UNCH    2 0
 HQ0509
 HQ0509.Superseded values are not recommended for survey control.
 HQ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0509.See file dsdata.txt to determine how the superseded data were derived.
 HQ0509
 HQ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB623031(NAD 83)
 HQ0509_MARKER: DB = BENCH MARK DISK
 HQ0509_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0509_SP_SET: FLAT ROCK
 HQ0509_STAMPING: C 335 1952
 HQ0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0509+STABILITY: POSITION/ELEVATION WELL
 HQ0509
 HQ0509  HISTORY     - Date     Condition        Report By
 HQ0509  HISTORY     - 1952     MONUMENTED       CGS
 HQ0509
 HQ0509                          STATION DESCRIPTION
 HQ0509
 HQ0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0509'7.1 MI W FROM TIPPIPAH SPRINGS.
 HQ0509'7.1 MILES WEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0509'AT TIPPIPAH SPRINGS, 34 FEET NORTH OF THE CENTER LINE OF THE
 HQ0509'ROAD, 18 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 HQ0509'LARGE FLAT ROCK WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0123 ***********************************************************************
 HQ0123  DESIGNATION -  C 336
 HQ0123  PID         -  HQ0123
 HQ0123  STATE/COUNTY-  NV/NYE
 HQ0123  USGS QUAD   -  REEDS RANCH (1987)
 HQ0123
 HQ0123                         *CURRENT SURVEY CONTROL
 HQ0123  ___________________________________________________________________
 HQ0123* NAD 83(1986)-  37 59 39.     (N)    116 51 02.     (W)     SCALED    
 HQ0123* NAVD 88     -      1654.563  (meters)    5428.35   (feet)  ADJUSTED  
 HQ0123  ___________________________________________________________________
 HQ0123  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 HQ0123  DYNAMIC HT  -        1652.758 (meters)    5422.42  (feet)  COMP
 HQ0123  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 HQ0123
 HQ0123  VERT ORDER  -  SECOND    CLASS 0
 HQ0123
 HQ0123.The horizontal coordinates were scaled from a topographic map and have
 HQ0123.an estimated accuracy of +/- 6 seconds.
 HQ0123
 HQ0123.The orthometric height was determined by differential leveling
 HQ0123.and adjusted by the National Geodetic Survey in June 1991..
 HQ0123
 HQ0123.The geoid height was determined by GEOID03.
 HQ0123
 HQ0123.The dynamic height is computed by dividing the NAVD 88
 HQ0123.geopotential number by the normal gravity value computed on the
 HQ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0123.degrees latitude (g = 980.6199 gals.).
 HQ0123
 HQ0123.The modeled gravity was interpolated from observed gravity values.
 HQ0123
 HQ0123;                    North         East    Units  Estimated Accuracy
 HQ0123;SPC NV C     - 6,359,970.      483,850.      MT  (+/- 180 meters Scaled)
 HQ0123
 HQ0123                          SUPERSEDED SURVEY CONTROL
 HQ0123
 HQ0123.No superseded survey control is available for this station.
 HQ0123
 HQ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC131051(NAD 83)
 HQ0123_MARKER: DB = BENCH MARK DISK
 HQ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0123_SP_SET: CONCRETE POST
 HQ0123_STAMPING: C 336 1952
 HQ0123_MARK LOGO: CGS   
 HQ0123_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0123+STABILITY: SURFACE MOTION
 HQ0123
 HQ0123  HISTORY     - Date     Condition        Report By
 HQ0123  HISTORY     - 1952     MONUMENTED       CGS
 HQ0123  HISTORY     - 19920623 GOOD             LOCENG
 HQ0123
 HQ0123                          STATION DESCRIPTION
 HQ0123
 HQ0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0123'23 MI SE FROM TONOPAH.
 HQ0123'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ0123'TONOPAH, THENCE 11.0 MILES SOUTHEAST ALONG AN OILED ROAD, 66
 HQ0123'FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.6 FEET WEST OF A
 HQ0123'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HQ0123'0.8 FOOT ABOVE THE GROUND.
 HQ0123
 HQ0123                          STATION RECOVERY (1992)
 HQ0123
 HQ0123'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0123'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 HQ0123'(3.3 FT) SOUTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0277 ***********************************************************************
 HQ0277  DESIGNATION -  C 337
 HQ0277  PID         -  HQ0277
 HQ0277  STATE/COUNTY-  NV/NYE
 HQ0277  USGS QUAD   -  MELLAN (1988)
 HQ0277
 HQ0277                         *CURRENT SURVEY CONTROL
 HQ0277  ___________________________________________________________________
 HQ0277* NAD 83(1986)-  37 41 24.     (N)    116 34 20.     (W)     SCALED    
 HQ0277* NAVD 88     -      1684.356  (meters)    5526.09   (feet)  ADJUSTED  
 HQ0277  ___________________________________________________________________
 HQ0277  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 HQ0277  DYNAMIC HT  -        1682.455 (meters)    5519.85  (feet)  COMP
 HQ0277  MODELED GRAV-     979,441.5   (mgal)                       NAVD 88
 HQ0277
 HQ0277  VERT ORDER  -  SECOND    CLASS 0
 HQ0277
 HQ0277.The horizontal coordinates were scaled from a topographic map and have
 HQ0277.an estimated accuracy of +/- 6 seconds.
 HQ0277
 HQ0277.The orthometric height was determined by differential leveling
 HQ0277.and adjusted by the National Geodetic Survey in June 1991..
 HQ0277
 HQ0277.The geoid height was determined by GEOID03.
 HQ0277
 HQ0277.The dynamic height is computed by dividing the NAVD 88
 HQ0277.geopotential number by the normal gravity value computed on the
 HQ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0277.degrees latitude (g = 980.6199 gals.).
 HQ0277
 HQ0277.The modeled gravity was interpolated from observed gravity values.
 HQ0277
 HQ0277;                    North         East    Units  Estimated Accuracy
 HQ0277;SPC NV C     - 6,326,200.      508,330.      MT  (+/- 180 meters Scaled)
 HQ0277
 HQ0277                          SUPERSEDED SURVEY CONTROL
 HQ0277
 HQ0277.No superseded survey control is available for this station.
 HQ0277
 HQ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB377715(NAD 83)
 HQ0277_MARKER: DB = BENCH MARK DISK
 HQ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0277_STAMPING: C 337 1952
 HQ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0277+STABILITY: SURFACE MOTION
 HQ0277
 HQ0277  HISTORY     - Date     Condition        Report By
 HQ0277  HISTORY     - 1952     MONUMENTED       CGS
 HQ0277
 HQ0277                          STATION DESCRIPTION
 HQ0277
 HQ0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0277'2 MI SE FROM MELLAN.
 HQ0277'2.0 MILES SOUTHEAST ALONG A DIRT ROAD FROM A LARGE GRANITE
 HQ0277'KNOLL AT MELLAN, 54 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HQ0277'ROAD, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF
 HQ0277'A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0553 ***********************************************************************
 HQ0553  DESIGNATION -  C 338
 HQ0553  PID         -  HQ0553
 HQ0553  STATE/COUNTY-  NV/NYE
 HQ0553  USGS QUAD   -  RHYOLITE KNOB (1987)
 HQ0553
 HQ0553                         *CURRENT SURVEY CONTROL
 HQ0553  ___________________________________________________________________
 HQ0553* NAD 83(1986)-  37 42 40.     (N)    116 09 38.     (W)     SCALED    
 HQ0553* NAVD 88     -      1749.464  (meters)    5739.70   (feet)  ADJUSTED  
 HQ0553  ___________________________________________________________________
 HQ0553  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 HQ0553  DYNAMIC HT  -        1747.438 (meters)    5733.05  (feet)  COMP
 HQ0553  MODELED GRAV-     979,410.0   (mgal)                       NAVD 88
 HQ0553
 HQ0553  VERT ORDER  -  SECOND    CLASS 0
 HQ0553
 HQ0553.The horizontal coordinates were scaled from a topographic map and have
 HQ0553.an estimated accuracy of +/- 6 seconds.
 HQ0553
 HQ0553.The orthometric height was determined by differential leveling
 HQ0553.and adjusted by the National Geodetic Survey in June 1991..
 HQ0553
 HQ0553.The geoid height was determined by GEOID03.
 HQ0553
 HQ0553.The dynamic height is computed by dividing the NAVD 88
 HQ0553.geopotential number by the normal gravity value computed on the
 HQ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0553.degrees latitude (g = 980.6199 gals.).
 HQ0553
 HQ0553.The modeled gravity was interpolated from observed gravity values.
 HQ0553
 HQ0553;                    North         East    Units  Estimated Accuracy
 HQ0553;SPC NV C     - 6,328,660.      544,620.      MT  (+/- 180 meters Scaled)
 HQ0553
 HQ0553                          SUPERSEDED SURVEY CONTROL
 HQ0553
 HQ0553  NGVD 29 (??/??/92) 1748.33   (m)         5736.0    (f) COMPUTED    2 0
 HQ0553
 HQ0553.Superseded values are not recommended for survey control.
 HQ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0553.See file dsdata.txt to determine how the superseded data were derived.
 HQ0553
 HQ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB739740(NAD 83)
 HQ0553_MARKER: DB = BENCH MARK DISK
 HQ0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0553_STAMPING: C 338 1952
 HQ0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0553+STABILITY: SURFACE MOTION
 HQ0553
 HQ0553  HISTORY     - Date     Condition        Report By
 HQ0553  HISTORY     - 1952     MONUMENTED       CGS
 HQ0553
 HQ0553                          STATION DESCRIPTION
 HQ0553
 HQ0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0553'3.4 MI SW FROM REED.
 HQ0553'3.4 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0553'AT REED, 34 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2
 HQ0553'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0553'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1238 ***********************************************************************
 KR1238  DESIGNATION -  C 339
 KR1238  PID         -  KR1238
 KR1238  STATE/COUNTY-  NV/WASHOE
 KR1238  USGS QUAD   -  VISTA (1982)
 KR1238
 KR1238                         *CURRENT SURVEY CONTROL
 KR1238  ___________________________________________________________________
 KR1238* NAD 83(1986)-  39 30 41.     (N)    119 39 01.     (W)     SCALED    
 KR1238* NAVD 88     -      1338.660  (meters)    4391.92   (feet)  ADJUSTED  
 KR1238  ___________________________________________________________________
 KR1238  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KR1238  DYNAMIC HT  -        1337.475 (meters)    4388.03  (feet)  COMP
 KR1238  MODELED GRAV-     979,695.4   (mgal)                       NAVD 88
 KR1238
 KR1238  VERT ORDER  -  FIRST     CLASS I
 KR1238
 KR1238.The horizontal coordinates were scaled from a topographic map and have
 KR1238.an estimated accuracy of +/- 6 seconds.
 KR1238
 KR1238.The orthometric height was determined by differential leveling
 KR1238.and adjusted by the National Geodetic Survey in June 1991..
 KR1238
 KR1238.The geoid height was determined by GEOID03.
 KR1238
 KR1238.The dynamic height is computed by dividing the NAVD 88
 KR1238.geopotential number by the normal gravity value computed on the
 KR1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1238.degrees latitude (g = 980.6199 gals.).
 KR1238
 KR1238.The modeled gravity was interpolated from observed gravity values.
 KR1238
 KR1238;                    North         East    Units  Estimated Accuracy
 KR1238;SPC NV W     - 4,528,910.      708,250.      MT  (+/- 180 meters Scaled)
 KR1238
 KR1238                          SUPERSEDED SURVEY CONTROL
 KR1238
 KR1238  NGVD 29 (??/??/92) 1337.620  (m)         4388.51   (f) ADJ UNCH    1 1
 KR1238
 KR1238.Superseded values are not recommended for survey control.
 KR1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1238.See file dsdata.txt to determine how the superseded data were derived.
 KR1238
 KR1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD721768(NAD 83)
 KR1238_MARKER: DB = BENCH MARK DISK
 KR1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1238_STAMPING: C 339 1953
 KR1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1238+STABILITY: SURFACE MOTION
 KR1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1238+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2005
 KR1238
 KR1238  HISTORY     - Date     Condition        Report By
 KR1238  HISTORY     - 1953     MONUMENTED       CGS
 KR1238  HISTORY     - 1969     GOOD             NGS
 KR1238  HISTORY     - 20011019 GOOD             NVGS
 KR1238  HISTORY     - 20050123 GOOD             NGS
 KR1238
 KR1238                          STATION DESCRIPTION
 KR1238
 KR1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1238'5.2 MI E FROM SPARKS.
 KR1238'5.2 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1238'MCCARRAN BOULEVARD OVERPASS AT SPARKS, ABOUT 0.15 MILE EAST OF THE
 KR1238'LOCKWOOD ROAD OVERPASS, 45.8 FEET SOUTH OF THE SOUTH RAIL, 17 FEET
 KR1238'WEST OF MILEPOLE 252, 2.4 FEET EAST OF A WOODEN WITNESS POST, 1.5 FEET
 KR1238'WEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE TRACK,
 KR1238'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 KR1238'GROUND.  SEC 17, T 19N, R 21E.
 KR1238
 KR1238                          STATION RECOVERY (2001)
 KR1238
 KR1238'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR1238'RECOVERED IN GOOD CONDITION.
 KR1238
 KR1238                          STATION RECOVERY (2005)
 KR1238
 KR1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 KR1238'LOCKWOOD ROAD OVERPASS IS EXIT 22 OF INTERSTATE 80 (OLD US 40).
 KR1238'CONCRETE POST IS CRUMBLING, BUT DISK IS SOLID.  GRAVITY BASE STATION
 KR1238''HAPPY VALLEY' (HUS 90) IS PROXIMATE TO DISK ACROSS TRACKS AT ROAD
 KR1238'INTERSECTION.  TRACKS ARE NOW PART OF UNION PACIFIC SYSTEM.  DISK IS
 KR1238'45.8 FEET NORTH OF NORTH RAIL (NOT SOUTH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0133 ***********************************************************************
 JP0133  DESIGNATION -  C 34
 JP0133  PID         -  JP0133
 JP0133  STATE/COUNTY-  NV/NYE
 JP0133  USGS QUAD   -  THE WALL (1968)
 JP0133
 JP0133                         *CURRENT SURVEY CONTROL
 JP0133  ___________________________________________________________________
 JP0133* NAD 83(1986)-  38 27 46.     (N)    115 58 39.     (W)     SCALED    
 JP0133* NAVD 88     -      1794.918  (meters)    5888.83   (feet)  ADJUSTED  
 JP0133  ___________________________________________________________________
 JP0133  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 JP0133  DYNAMIC HT  -        1792.951 (meters)    5882.37  (feet)  COMP
 JP0133  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 JP0133
 JP0133  VERT ORDER  -  FIRST     CLASS II
 JP0133
 JP0133.The horizontal coordinates were scaled from a topographic map and have
 JP0133.an estimated accuracy of +/- 6 seconds.
 JP0133
 JP0133.The orthometric height was determined by differential leveling
 JP0133.and adjusted by the National Geodetic Survey in June 1991..
 JP0133
 JP0133.The geoid height was determined by GEOID03.
 JP0133
 JP0133.The dynamic height is computed by dividing the NAVD 88
 JP0133.geopotential number by the normal gravity value computed on the
 JP0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0133.degrees latitude (g = 980.6199 gals.).
 JP0133
 JP0133.The modeled gravity was interpolated from observed gravity values.
 JP0133
 JP0133;                    North         East    Units  Estimated Accuracy
 JP0133;SPC NV C     - 6,412,190.      560,140.      MT  (+/- 180 meters Scaled)
 JP0133
 JP0133                          SUPERSEDED SURVEY CONTROL
 JP0133
 JP0133  NGVD 29 (??/??/92) 1793.745  (m)         5884.98   (f) ADJ UNCH    1 2
 JP0133
 JP0133.Superseded values are not recommended for survey control.
 JP0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0133.See file dsdata.txt to determine how the superseded data were derived.
 JP0133
 JP0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC892576(NAD 83)
 JP0133_MARKER: DB = BENCH MARK DISK
 JP0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0133_STAMPING: 5884.978 C34 1933
 JP0133_MARK LOGO: CGS   
 JP0133_PROJECTION: PROJECTING 30 CENTIMETERS
 JP0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0133+STABILITY: SURFACE MOTION
 JP0133
 JP0133  HISTORY     - Date     Condition        Report By
 JP0133  HISTORY     - 1933     MONUMENTED       CGS
 JP0133  HISTORY     - 1969     GOOD             USGS
 JP0133  HISTORY     - 1984     GOOD             NGS
 JP0133
 JP0133                          STATION DESCRIPTION
 JP0133
 JP0133'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JP0133'13.0 MI SW FROM LOCKES RANCH.
 JP0133'ABOUT 13.0 MILES SW ALONG THE 1933 ROUTE OF STATE HWY. 4 FROM LOCKES
 JP0133'RANCH.  ABOUT 35.0 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM WARM
 JP0133'SPRINGS, NYE COUNTY, ABOUT 900 FEET SOUTHWEST OF THE INTERSECTION OF A
 JP0133'T ROAD HEADING NORTH AND ABOUT 590 FEET SOUTHEAST OF THE CENTERLINE OF
 JP0133'THE HIGHWAY.  A STANDARD DISK STAMPED, 5884.978 C34 1933, AND SET IN
 JP0133'THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 JP0133
 JP0133                          STATION RECOVERY (1984)
 JP0133
 JP0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JP0133'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JP0133'52.1 KM (32.55 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0133'STATE HIGHWAY 375 AT WARM SPRINGS, 0.8 KM (0.5 MI) NORTHEAST OF
 JP0133'MILEPOST 82, 185.7 METERS (609 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE
 JP0133'AND 12.8 METERS (42 FT) NORTHWEST OF THE CENTER OF THE OLD HIGHWAY.
 JP0133'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 JP0133'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0579 ***********************************************************************
 KR0579  DESIGNATION -  C 340
 KR0579  PID         -  KR0579
 KR0579  STATE/COUNTY-  NV/LYON
 KR0579  USGS QUAD   -  FERNLEY EAST (1985)
 KR0579
 KR0579                         *CURRENT SURVEY CONTROL
 KR0579  ___________________________________________________________________
 KR0579* NAD 83(1986)-  39 36 01.     (N)    119 11 24.     (W)     SCALED    
 KR0579* NAVD 88     -      1249.813  (meters)    4100.43   (feet)  ADJUSTED  
 KR0579  ___________________________________________________________________
 KR0579  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 KR0579  DYNAMIC HT  -        1248.736 (meters)    4096.89  (feet)  COMP
 KR0579  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 KR0579
 KR0579  VERT ORDER  -  FIRST     CLASS II
 KR0579
 KR0579.The horizontal coordinates were scaled from a topographic map and have
 KR0579.an estimated accuracy of +/- 6 seconds.
 KR0579
 KR0579.The orthometric height was determined by differential leveling
 KR0579.and adjusted by the National Geodetic Survey in June 1991..
 KR0579
 KR0579.The geoid height was determined by GEOID03.
 KR0579
 KR0579.The dynamic height is computed by dividing the NAVD 88
 KR0579.geopotential number by the normal gravity value computed on the
 KR0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0579.degrees latitude (g = 980.6199 gals.).
 KR0579
 KR0579.The modeled gravity was interpolated from observed gravity values.
 KR0579
 KR0579;                    North         East    Units  Estimated Accuracy
 KR0579;SPC NV W     - 4,538,410.      747,900.      MT  (+/- 180 meters Scaled)
 KR0579
 KR0579                          SUPERSEDED SURVEY CONTROL
 KR0579
 KR0579  NGVD 29 (??/??/92) 1248.851  (m)         4097.27   (f) ADJ UNCH    1 2
 KR0579
 KR0579.Superseded values are not recommended for survey control.
 KR0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0579.See file dsdata.txt to determine how the superseded data were derived.
 KR0579
 KR0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD119856(NAD 83)
 KR0579_MARKER: DB = BENCH MARK DISK
 KR0579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0579_SP_SET: ABUTMENT
 KR0579_STAMPING: C 340 1953
 KR0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0579
 KR0579  HISTORY     - Date     Condition        Report By
 KR0579  HISTORY     - 1953     MONUMENTED       CGS
 KR0579  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0579
 KR0579                          STATION DESCRIPTION
 KR0579
 KR0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0579'3.3 MI E FROM FERNLEY.
 KR0579'3.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0579'STATION AT FERNLEY, AT WOODEN BRIDGE 279.44, IN THE TOP OF THE NORTH
 KR0579'END OF THE EAST CONCRETE ABUTMENT, 7.0 FEET NORTH OF THE NORTH RAIL,
 KR0579'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 KR0579
 KR0579                          STATION RECOVERY (1986)
 KR0579
 KR0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0579'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0438 ***********************************************************************
 KR0438  DESIGNATION -  C 341
 KR0438  PID         -  KR0438
 KR0438  STATE/COUNTY-  NV/CHURCHILL
 KR0438  USGS QUAD   -  UPSAL HOGBACK (1985)
 KR0438
 KR0438                         *CURRENT SURVEY CONTROL
 KR0438  ___________________________________________________________________
 KR0438* NAD 83(1986)-  39 43 54.     (N)    118 46 39.     (W)     SCALED    
 KR0438* NAVD 88     -      1187.55   (+/-2cm)    3896.2    (feet)  VERTCON   
 KR0438  ___________________________________________________________________
 KR0438  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 KR0438
 KR0438  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0438
 KR0438.The horizontal coordinates were scaled from a topographic map and have
 KR0438.an estimated accuracy of +/- 6 seconds.
 KR0438
 KR0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0438.The vertical order pertains to the NGVD 29 superseded value.
 KR0438
 KR0438.The geoid height was determined by GEOID03.
 KR0438
 KR0438;                    North         East    Units  Estimated Accuracy
 KR0438;SPC NV W     - 4,552,840.      783,360.      MT  (+/- 180 meters Scaled)
 KR0438
 KR0438                          SUPERSEDED SURVEY CONTROL
 KR0438
 KR0438  NGVD 29 (??/??/92) 1186.633  (m)         3893.15   (f) ADJ UNCH    1 2
 KR0438
 KR0438.Superseded values are not recommended for survey control.
 KR0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0438.See file dsdata.txt to determine how the superseded data were derived.
 KR0438
 KR0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD476994(NAD 83)
 KR0438_MARKER: DB = BENCH MARK DISK
 KR0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0438_SP_SET: ABUTMENT
 KR0438_STAMPING: C 341 1953
 KR0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0438
 KR0438  HISTORY     - Date     Condition        Report By
 KR0438  HISTORY     - 1953     MONUMENTED       CGS
 KR0438
 KR0438                          STATION DESCRIPTION
 KR0438
 KR0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0438'5.0 MI S FROM PARRAN.
 KR0438'5.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0438'WATER TANK AT PARRAN, 3 RAILS NORTH OF THE SIGNBOARD AT DESERT SIDING,
 KR0438'AT WOODEN BRIDGE 306.86, IN THE TOP OF THE WEST END OF THE NORTH
 KR0438'CONCRETE ABUTMENT, 8.9 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 KR0438'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0130 ***********************************************************************
 LS0130  DESIGNATION -  C 342
 LS0130  PID         -  LS0130
 LS0130  STATE/COUNTY-  NV/PERSHING
 LS0130  USGS QUAD   -  OREANA (1987)
 LS0130
 LS0130                         *CURRENT SURVEY CONTROL
 LS0130  ___________________________________________________________________
 LS0130* NAD 83(1986)-  40 21 42.     (N)    118 18 30.     (W)     SCALED    
 LS0130* NAVD 88     -      1278.010  (meters)    4192.94   (feet)  ADJUSTED  
 LS0130  ___________________________________________________________________
 LS0130  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 LS0130  DYNAMIC HT  -        1276.973 (meters)    4189.54  (feet)  COMP
 LS0130  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 LS0130
 LS0130  VERT ORDER  -  FIRST     CLASS II
 LS0130
 LS0130.The horizontal coordinates were scaled from a topographic map and have
 LS0130.an estimated accuracy of +/- 6 seconds.
 LS0130
 LS0130.The orthometric height was determined by differential leveling
 LS0130.and adjusted by the National Geodetic Survey in June 1991..
 LS0130
 LS0130.The geoid height was determined by GEOID03.
 LS0130
 LS0130.The dynamic height is computed by dividing the NAVD 88
 LS0130.geopotential number by the normal gravity value computed on the
 LS0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0130.degrees latitude (g = 980.6199 gals.).
 LS0130
 LS0130.The modeled gravity was interpolated from observed gravity values.
 LS0130
 LS0130;                    North         East    Units  Estimated Accuracy
 LS0130;SPC NV W     - 4,622,800.      823,360.      MT  (+/- 180 meters Scaled)
 LS0130
 LS0130                          SUPERSEDED SURVEY CONTROL
 LS0130
 LS0130  NGVD 29 (??/??/92) 1277.007  (m)         4189.65   (f) ADJ UNCH    1 2
 LS0130
 LS0130.Superseded values are not recommended for survey control.
 LS0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0130.See file dsdata.txt to determine how the superseded data were derived.
 LS0130
 LS0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE889687(NAD 83)
 LS0130_MARKER: DB = BENCH MARK DISK
 LS0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0130_SP_SET: CONCRETE POST
 LS0130_STAMPING: C 342 1953
 LS0130_MARK LOGO: CGS   
 LS0130_PROJECTION: PROJECTING 10 CENTIMETERS
 LS0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0130+STABILITY: SURFACE MOTION
 LS0130
 LS0130  HISTORY     - Date     Condition        Report By
 LS0130  HISTORY     - 1953     MONUMENTED       CGS
 LS0130  HISTORY     - 1957     GOOD             NGS
 LS0130  HISTORY     - 1986     GOOD             NGS
 LS0130
 LS0130                          STATION DESCRIPTION
 LS0130
 LS0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0130'2.0 MI N FROM OREANA.
 LS0130'2.0 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0130'SIDING SIGN AT OREANA, DIRECTLY ACROSS THE TRACK FROM THE FIRST POLE
 LS0130'SOUTH OF MILEPOLE 360, 278.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 LS0130'THE CONCRETE BASE OF SEMAPHORE 3600, 143.7 FEET EAST OF THE EAST RAIL,
 LS0130'1.9 FEET WEST OF A FENCE, 2.3 FEET NORTH OF A WITNESS POST, ABOUT 5
 LS0130'1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 LS0130'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LS0130
 LS0130                          STATION RECOVERY (1957)
 LS0130
 LS0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0130'RECOVERED IN GOOD CONDITION.
 LS0130
 LS0130                          STATION RECOVERY (1986)
 LS0130
 LS0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0130'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM (2.0
 LS0130'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS IN OREANA,
 LS0130'0.25 KM (0.16 MI) SOUTH OF MILEPOST 122, 40.8 METERS (134 FT) WEST OF
 LS0130'THE CENTERLINE OF THE WESTBOUND LANES, 70.7 METERS (232 FT) SOUTH OF
 LS0130'THE SOUTH POST OF A RIGHT OF WAY FENCE GATE, 43.7 METERS (143.5 FT)
 LS0130'EAST OF THE EAST RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD,
 LS0130'0.6 METERS (2.0 FT) WEST OF A FENCE.
 LS0130'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LS0130'THE MARK IS 0.8 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0023 ***********************************************************************
 LS0023  DESIGNATION -  C 343
 LS0023  PID         -  LS0023
 LS0023  STATE/COUNTY-  NV/PERSHING
 LS0023  USGS QUAD   -  MILL CITY (1987)
 LS0023
 LS0023                         *CURRENT SURVEY CONTROL
 LS0023  ___________________________________________________________________
 LS0023* NAD 83(1986)-  40 40 28.     (N)    118 06 01.     (W)     SCALED    
 LS0023* NAVD 88     -      1280.827  (meters)    4202.18   (feet)  ADJUSTED  
 LS0023  ___________________________________________________________________
 LS0023  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 LS0023  DYNAMIC HT  -        1279.827 (meters)    4198.90  (feet)  COMP
 LS0023  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 LS0023
 LS0023  VERT ORDER  -  FIRST     CLASS II
 LS0023
 LS0023.The horizontal coordinates were scaled from a topographic map and have
 LS0023.an estimated accuracy of +/- 6 seconds.
 LS0023
 LS0023.The orthometric height was determined by differential leveling
 LS0023.and adjusted by the National Geodetic Survey in June 1991..
 LS0023
 LS0023.The geoid height was determined by GEOID03.
 LS0023
 LS0023.The dynamic height is computed by dividing the NAVD 88
 LS0023.geopotential number by the normal gravity value computed on the
 LS0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0023.degrees latitude (g = 980.6199 gals.).
 LS0023
 LS0023.The modeled gravity was interpolated from observed gravity values.
 LS0023
 LS0023;                    North         East    Units  Estimated Accuracy
 LS0023;SPC NV W     - 4,657,610.      840,840.      MT  (+/- 180 meters Scaled)
 LS0023
 LS0023                          SUPERSEDED SURVEY CONTROL
 LS0023
 LS0023  NGVD 29 (??/??/92) 1279.83   (m)         4198.9    (f) COMPUTED    1 2
 LS0023
 LS0023.Superseded values are not recommended for survey control.
 LS0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0023.See file dsdata.txt to determine how the superseded data were derived.
 LS0023
 LS0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF070032(NAD 83)
 LS0023_MARKER: DB = BENCH MARK DISK
 LS0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0023_STAMPING: C 343 1953
 LS0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0023+STABILITY: SURFACE MOTION
 LS0023
 LS0023  HISTORY     - Date     Condition        Report By
 LS0023  HISTORY     - 1953     MONUMENTED       CGS
 LS0023
 LS0023                          STATION DESCRIPTION
 LS0023
 LS0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0023'1.9 MI W FROM MILL CITY.
 LS0023'1.9 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0023'STATION AT MILL CITY, 2.6 MILES EAST OF IMLAY, 286 FEET SOUTHEAST OF
 LS0023'AND ACROSS THE TRACKS FROM MILEPOLE 387, 184.4 FEET SOUTH OF THE SOUTH
 LS0023'RAIL, 2.0 FEET NORTH OF A FENCE, 2.8 FEET EAST OF A WITNESS POST,
 LS0023'ABOUT LEVEL WITH THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 LS0023'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0523 ***********************************************************************
 LR0523  CBN         -  This is a Cooperative Base Network Control Station.
 LR0523  PACS        -  This is a Primary Airport Control Station.
 LR0523  DESIGNATION -  C 344
 LR0523  PID         -  LR0523
 LR0523  STATE/COUNTY-  NV/HUMBOLDT
 LR0523  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0523
 LR0523                         *CURRENT SURVEY CONTROL
 LR0523  ___________________________________________________________________
 LR0523* NAD 83(1999)-  40 54 18.54000(N)    117 48 12.18946(W)     ADJUSTED  
 LR0523* NAVD 88     -      1311.030  (meters)    4301.27   (feet)  POSTED    
 LR0523  ___________________________________________________________________
 LR0523  EPOCH DATE  -        1999.37
 LR0523  X           -  -2,252,186.364 (meters)                     COMP
 LR0523  Y           -  -4,271,039.720 (meters)                     COMP
 LR0523  Z           -   4,155,312.718 (meters)                     COMP
 LR0523  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 LR0523  ELLIP HEIGHT-        1290.26  (meters)          (10/30/00) GPS OBS
 LR0523  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 LR0523  DYNAMIC HT  -        1310.020 (meters)    4297.96  (feet)  COMP
 LR0523  MODELED GRAV-     979,811.4   (mgal)                       NAVD 88
 LR0523
 LR0523  HORZ ORDER  -  B
 LR0523  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LR0523  ELLP ORDER  -  FOURTH    CLASS II
 LR0523
 LR0523.This mark is at Winnemucca Airport (WMC)
 LR0523
 LR0523.The horizontal coordinates were established by GPS observations
 LR0523.and adjusted by the National Geodetic Survey in October 2000..
 LR0523.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 LR0523.DATUM ITEM on the data sheet items page.
 LR0523.The horizontal coordinates are valid at the epoch date displayed above.
 LR0523.The epoch date for horizontal control is a decimal equivalence
 LR0523.of Year/Month/Day.
 LR0523
 LR0523.The orthometric height was determined by differential leveling
 LR0523.and adjusted by the National Geodetic Survey in 1992..
 LR0523.No vertical observational check was made to the station.
 LR0523.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LR0523.was located on a no-check spur therefore a value was not computed.
 LR0523
 LR0523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LR0523
 LR0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0523
 LR0523.The ellipsoidal height was determined by GPS observations
 LR0523.and is referenced to NAD 83.
 LR0523
 LR0523.The geoid height was determined by GEOID03.
 LR0523
 LR0523.The dynamic height is computed by dividing the NAVD 88
 LR0523.geopotential number by the normal gravity value computed on the
 LR0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0523.degrees latitude (g = 980.6199 gals.).
 LR0523
 LR0523.The modeled gravity was interpolated from observed gravity values.
 LR0523
 LR0523;                    North         East     Units Scale Factor Converg.
 LR0523;SPC NV W     - 4,683,406.130   865,708.719   MT  0.99995312   +0 30 38.6
 LR0523;SPC NV W     -15,365,474.94  2,840,246.02   sFT  0.99995312   +0 30 38.6
 LR0523;UTM  11      - 4,528,538.536   432,336.924   MT  0.99965635   -0 31 33.9
 LR0523
 LR0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0523!SPC NV W     -   0.99979765  x   0.99995312  =   0.99975078
 LR0523!UTM  11      -   0.99979765  x   0.99965635  =   0.99945407
 LR0523
 LR0523                          SUPERSEDED SURVEY CONTROL
 LR0523
 LR0523  NAD 83(1994)-  40 54 18.53876(N)    117 48 12.18705(W) AD(       ) B
 LR0523  ELLIP H (03/30/95) 1290.33   (m)                       GP(       ) 4 1
 LR0523  NAVD 88 (03/30/95) 1311.03   (m)         4301.3    (f) LEVELING    3  
 LR0523  NGVD 29 (??/??/92) 1309.99   (m)         4297.9    (f) COMPUTED    1 2
 LR0523
 LR0523.Superseded values are not recommended for survey control.
 LR0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0523.See file dsdata.txt to determine how the superseded data were derived.
 LR0523
 LR0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF3233728539(NAD 83)
 LR0523_MARKER: DB = BENCH MARK DISK
 LR0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0523_STAMPING: C 344 1953
 LR0523_MARK LOGO: CGS   
 LR0523_MAGNETIC: N = NO MAGNETIC MATERIAL
 LR0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0523+STABILITY: SURFACE MOTION
 LR0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0523+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2005
 LR0523
 LR0523  HISTORY     - Date     Condition        Report By
 LR0523  HISTORY     - 1953     MONUMENTED       CGS
 LR0523  HISTORY     - 19940629 GOOD             NGS
 LR0523  HISTORY     - 19990803 GOOD             NGS
 LR0523  HISTORY     - 20050123 GOOD             NGS
 LR0523
 LR0523                          STATION DESCRIPTION
 LR0523
 LR0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0523'5.5 MI E FROM ROSE CREEK.
 LR0523'4.7 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0523'THE SIDING SIGN AT ROSE CREEK, THENCE 0.8 MILE SOUTHEAST ALONG A
 LR0523'GRAVELED ROAD, AT THE ENTRANCE TO WINNEMUCCA AIRPORT, 387.4 FEET
 LR0523'NORTHEAST OF THE NORTHEAST CORNER OF A PRIVATE HANGAR MADE OF CONCRETE
 LR0523'BLOCKS, 44 FEET WEST OF THE CENTER LINE OF THE ENTRANCE DRIVE, 18.9
 LR0523'FEET WEST OF THE WEST END OF A WOVEN WIRE GATE, 1.0 FOOT SOUTH OF A
 LR0523'FENCE, 1.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE DRIVE,
 LR0523'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 LR0523'GROUND.
 LR0523
 LR0523                          STATION RECOVERY (1994)
 LR0523
 LR0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 LR0523'STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTHWEST OF WINNEMUCCA, 2.5
 LR0523'KM (1.55 MI) SOUTHEAST OF INTERSTATE HIGHWAY 80, INSIDE THE PERIMETER
 LR0523'FENCE AT THE ENTRANCE TO THE WINNEMUCCA MUNICIPAL AIRPORT, IN SOUTH
 LR0523'CENTRAL SECTION 15, T 35 N, R 37 E.  OWNERSHIP--CITY OF WINNEMUCCA,
 LR0523'WINNEMUCCA, NV 89445.  AIRPORT MANAGER IS RICK ARRESTI, PHONE
 LR0523'702-623-5091. TO REACH FROM THE OVERPASS AT EXIT 173 OF INTERSTATE
 LR0523'HIGHWAY 80 (ABOUT 5 KM (3.10 MI) SOUTHWEST OF WINNEMUCCA), GO
 LR0523'SOUTHEASTERLY ON PAVED ROAD FOR 0.34 KM (0.20 MI) TO A PAVED ROAD
 LR0523'RIGHT.  TURN SHARP RIGHT, SOUTHWEST, FOR 2.19 KM (1.35 MI) TO A PAVED
 LR0523'CROSSROAD.  TURN LEFT, SOUTH, ON AIRPORT ROAD FOR 2.21 KM (1.35 MI) TO
 LR0523'A CATTLE GUARD AT AIRPORT PERIMETER FENCE AND STATION ON THE RIGHT.
 LR0523'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 LR0523'PROJECTING 5 CM.  IT IS 13.4 M (44.0 FT) WEST OF THE ENTRANCE ROAD
 LR0523'CENTER, 9.1 M (29.9 FT) WEST OF THE SOUTHWEST CORNER OF THE CATTLE
 LR0523'GUARD, 0.3 M (1.0 FT) SOUTH OF THE WIRE FENCE, 0.3 M (1.0 FT) NORTH OF
 LR0523'A FIBERGLASS WITNESS POST, 0.6 M (2.0 FT) EAST OF A WOOD WITNESS POST,
 LR0523'AND 13.4 M (44.0 FT) NORTH OF A PAVED ROAD CENTER. RIDGEBACK. TURN
 LR0523'LEFT, UPGRADE, NORTHWEST, THEN NORTH, ON DIM ROAD FOR 0.74 KM (0.45
 LR0523'MI) TO HIGH GROUND AND STATION ON THE LEFT. STATION MARK IS A DISK SET
 LR0523'IN A DRILL HOLE IN A 0.2 M (0.7 FT) X 0.3 M (1.0 FT) FLAT BOULDER
 LR0523'PROJECTING 1 CM ABOVE GROUND.  IT IS 4.7 M (15.4 FT) NORTH OF A METAL
 LR0523'WITNESS POST WITH SIGN "MON", 6 M (19.7 FT) NORTHWEST OF THE RIDGE
 LR0523'CENTER, ON THE NORTHWEST SLOPE, AND 15 M (49.2 FT) SOUTHWEST OF HIGH
 LR0523'GROUND.
 LR0523
 LR0523                          STATION RECOVERY (1999)
 LR0523
 LR0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 LR0523'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTHWEST OF WINNEMUCCA,
 LR0523'2,5 KM SOUTHEAST OF INTERSTATE HIGHWAY 80, INSIDE THE PERIMETER FENCE
 LR0523'AT THE ENTRANCE TO THE WINNEMUCCA MUNICIPAL AIRPORT.  OWNERSHIP--CITY
 LR0523'OF WINNEMUCCA, WINNEMUCCA, NV 89445.  AIRPORT MANAGER IS RICK URRESTI,
 LR0523'PHONE 702-623-5091, FAX 702-623-3222.  TO REACH FROM THE OVERPASS AT
 LR0523'EXIT 173 OF INTERSTATE HIGHWAY 80 (ABOUT 5 KM (3.10 MI) SOUTHWEST OF
 LR0523'WINNEMUCCA) , GO SOUTHEASTERLY ON PAVED ROAD FOR 0.34 KM (0.20 MI) TO
 LR0523'A PAVED ROAD RIGHT.  TURN SHARP RIGHT AND GO, SOUTHWEST THEN WEST, FOR
 LR0523'2.19 KM (1.35 MI) TO A PAVED CROSSROAD.  TURN LEFT, SOUTH, ON AIRPORT
 LR0523'ROAD FOR 2.21 KM (1.35 MI) TO A CATTLE GUARD AT AIRPORT PERIMETER
 LR0523'FENCE AND THE STATION ON THE RIGHT.  THE STATION MARK IS SET IN THE
 LR0523'TOP OF A 30-CM ROUND CONCRETE POST PROJECTING 5 CM.  IT IS 13.4 M
 LR0523'(44.0 FT) WEST OF THE CENTER OF THE ENTRANCE ROAD, 13.4 M (44.0 FT)
 LR0523'NORTH OF THE CENTER OF A PAVED ROAD, 9.1 M (29.9 FT) WEST OF THE
 LR0523'SOUTHWEST CORNER OF THE CATTLE GUARD,0.3 M SOUTH OF THE WIRE FENCE,
 LR0523'AND 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST. NOTE--THIS
 LR0523'STATION IS DESIGNATED A PRIMARY AIRPORT CONTROL STATION (PACS) .
 LR0523
 LR0523                          STATION RECOVERY (2005)
 LR0523
 LR0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 LR0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0277 ***********************************************************************
 LR0277  DESIGNATION -  C 345
 LR0277  PID         -  LR0277
 LR0277  STATE/COUNTY-  NV/HUMBOLDT
 LR0277  USGS QUAD   -  GOLCONDA (1981)
 LR0277
 LR0277                         *CURRENT SURVEY CONTROL
 LR0277  ___________________________________________________________________
 LR0277* NAD 83(1986)-  40 57 22.     (N)    117 28 05.     (W)     SCALED    
 LR0277* NAVD 88     -      1333.942  (meters)    4376.44   (feet)  ADJUSTED  
 LR0277  ___________________________________________________________________
 LR0277  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 LR0277  DYNAMIC HT  -        1332.942 (meters)    4373.16  (feet)  COMP
 LR0277  MODELED GRAV-     979,828.4   (mgal)                       NAVD 88
 LR0277
 LR0277  VERT ORDER  -  FIRST     CLASS II
 LR0277
 LR0277.The horizontal coordinates were scaled from a topographic map and have
 LR0277.an estimated accuracy of +/- 6 seconds.
 LR0277
 LR0277.The orthometric height was determined by differential leveling
 LR0277.and adjusted by the National Geodetic Survey in June 1991..
 LR0277
 LR0277.The geoid height was determined by GEOID03.
 LR0277
 LR0277.The dynamic height is computed by dividing the NAVD 88
 LR0277.geopotential number by the normal gravity value computed on the
 LR0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0277.degrees latitude (g = 980.6199 gals.).
 LR0277
 LR0277.The modeled gravity was interpolated from observed gravity values.
 LR0277
 LR0277;                    North         East    Units  Estimated Accuracy
 LR0277;SPC NV W     - 4,689,370.      893,890.      MT  (+/- 180 meters Scaled)
 LR0277
 LR0277                          SUPERSEDED SURVEY CONTROL
 LR0277
 LR0277  NGVD 29 (??/??/92) 1332.93   (m)         4373.1    (f) COMPUTED    1 2
 LR0277
 LR0277.Superseded values are not recommended for survey control.
 LR0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0277.See file dsdata.txt to determine how the superseded data were derived.
 LR0277
 LR0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF606339(NAD 83)
 LR0277_MARKER: DB = BENCH MARK DISK
 LR0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0277_STAMPING: C 345 1953
 LR0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0277+STABILITY: SURFACE MOTION
 LR0277
 LR0277  HISTORY     - Date     Condition        Report By
 LR0277  HISTORY     - 1953     MONUMENTED       CGS
 LR0277
 LR0277                          STATION DESCRIPTION
 LR0277
 LR0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0277'1.1 MI E FROM GOLCONDA.
 LR0277'1.1 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0277'STATION AT GOLCONDA, 127 FEET SOUTH OF AND ACROSS THE TRACK FROM THE
 LR0277'THIRD POLE EAST OF MILEPOLE 435, 233 1/2 FEET SOUTHEAST OF AND ACROSS
 LR0277'THE TRACK FROM A 50 - 60 - 70 SIGN, 60.1 FEET SOUTH OF THE SOUTH RAIL,
 LR0277'37 1/2 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 1.6 FEET WEST
 LR0277'OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 LR0277'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0308 ***********************************************************************
 LR0308  DESIGNATION -  C 346
 LR0308  PID         -  LR0308
 LR0308  STATE/COUNTY-  NV/HUMBOLDT
 LR0308  USGS QUAD   -  ELLISON (1981)
 LR0308
 LR0308                         *CURRENT SURVEY CONTROL
 LR0308  ___________________________________________________________________
 LR0308* NAD 83(1994)-  40 46 35.19270(N)    117 06 21.71113(W)     ADJUSTED  
 LR0308* NAVD 88     -      1376.284  (meters)    4515.36   (feet)  ADJUSTED  
 LR0308  ___________________________________________________________________
 LR0308  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 LR0308  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 LR0308  DYNAMIC HT  -        1375.218 (meters)    4511.86  (feet)  COMP
 LR0308  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 LR0308
 LR0308  HORZ ORDER  -  THIRD
 LR0308  VERT ORDER  -  FIRST     CLASS II
 LR0308
 LR0308.The horizontal coordinates were established by classical geodetic methods
 LR0308.and adjusted by the National Geodetic Survey in June 1998..
 LR0308
 LR0308.The orthometric height was determined by differential leveling
 LR0308.and adjusted by the National Geodetic Survey in June 1991..
 LR0308
 LR0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0308
 LR0308.The geoid height was determined by GEOID03.
 LR0308
 LR0308.The dynamic height is computed by dividing the NAVD 88
 LR0308.geopotential number by the normal gravity value computed on the
 LR0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0308.degrees latitude (g = 980.6199 gals.).
 LR0308
 LR0308.The modeled gravity was interpolated from observed gravity values.
 LR0308
 LR0308;                    North         East     Units Scale Factor Converg.
 LR0308;SPC NV W     - 4,669,871.704   924,701.717   MT  1.00009134   +0 57 53.9
 LR0308;SPC NV W     -15,321,070.75  3,033,792.22   sFT  1.00009134   +0 57 53.9
 LR0308;SPC NV C     - 6,668,914.484   462,913.048   MT  0.99991692   -0 17 13.0
 LR0308;SPC NV C     -21,879,596.94  1,518,740.56   sFT  0.99991692   -0 17 13.0
 LR0308;UTM  11      - 4,513,945.939   491,052.579   MT  0.99960099   -0 04 09.3
 LR0308
 LR0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0308!SPC NV W     -   0.99978734  x   1.00009134  =   0.99987866
 LR0308!SPC NV C     -   0.99978734  x   0.99991692  =   0.99970428
 LR0308!UTM  11      -   0.99978734  x   0.99960099  =   0.99938841
 LR0308
 LR0308:                Primary Azimuth Mark                     Grid Az
 LR0308:SPC NV W     -  VALMY 3                                  310 18 13.0
 LR0308:SPC NV C     -  VALMY 3                                  311 33 19.9
 LR0308:UTM  11      -  VALMY 3                                  311 20 16.2
 LR0308
 LR0308|---------------------------------------------------------------------|
 LR0308| PID    Reference Object                     Distance      Geod. Az  |
 LR0308|                                                           dddmmss.s |
 LR0308| LR0375 VALMY 3                             APPROX. 2.6 KM 3111606.9 |
 LR0308|---------------------------------------------------------------------|
 LR0308
 LR0308                          SUPERSEDED SURVEY CONTROL
 LR0308
 LR0308  NAD 83(1986)-  40 46 35.19773(N)    117 06 21.70889(W) AD(       ) 3
 LR0308  NAD 27      -  40 46 35.53211(N)    117 06 18.32051(W) AD(       ) 3
 LR0308  NGVD 29 (07/19/86) 1375.26   (m)         4512.0    (f) LEVELING    3  
 LR0308
 LR0308.Superseded values are not recommended for survey control.
 LR0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0308.See file dsdata.txt to determine how the superseded data were derived.
 LR0308
 LR0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF9105313946(NAD 83)
 LR0308_MARKER: DB = BENCH MARK DISK
 LR0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0308_STAMPING: C 346 1953
 LR0308_MARK LOGO: CGS   
 LR0308_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0308+STABILITY: SURFACE MOTION
 LR0308
 LR0308  HISTORY     - Date     Condition        Report By
 LR0308  HISTORY     - 1953     MONUMENTED       CGS
 LR0308  HISTORY     - 1970     GOOD             NGS
 LR0308  HISTORY     - 1970     GOOD             NGS
 LR0308  HISTORY     - 1984     GOOD             NGS
 LR0308
 LR0308                          STATION DESCRIPTION
 LR0308
 LR0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0308'1.7 MI SE FROM VALMY.
 LR0308'1.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0308'THE WATER TANK AT VALMY, 253 1/2 FEET SOUTHWEST OF AND ACROSS THE
 LR0308'TRACK FROM MILEPOLE 463, 330.6 FEET NORTHWEST OF THE CENTER OF THE
 LR0308'NORTHEAST END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT UNDER AN
 LR0308'ABANDONED PAVED ROAD (FORMER U.S. HIGHWAY 40), 195.8 FEET SOUTHWEST OF
 LR0308'THE SOUTHWEST RAIL, 34 FEET NORTHEAST OF THE CENTER LINE OF THE
 LR0308'ABANDONED PAVED ROAD, 2.2 FEET NORTHEAST OF A FENCE, 2.4 FEET
 LR0308'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 LR0308'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LR0308
 LR0308                          STATION RECOVERY (1970)
 LR0308
 LR0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LR0308'THE STATION IS LOCATED 1-3/4 MILES EAST OF VALMY.  IT IS ON
 LR0308'PROPERTY OWNED BY THE SOUTHERN PACIFIC COMPANY RAILROAD ALONG
 LR0308'THE SOUTH RIGHT OF WAY FENCE LINE.
 LR0308'
 LR0308'TO REACH THE STATION FROM THE POST OFFICE IN VALMY GO EAST ALONG
 LR0308'THE FRONTAGE ROAD AND OLD HIGHWAY 40 FOR 1.7 MILES TO THE MARK ON
 LR0308'THE LEFT BY AN OLD FENCE LINE.  THIS IS ABOUT 100 YARDS SOUTH
 LR0308'OF RAILROAD MILE POST 463.
 LR0308'
 LR0308'THE STATION MARK IS A COAST AND GEODETIC SURVEY BENCH MARK STAMPED,
 LR0308'C 346 1953.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 LR0308'WHICH PROJECTS 1 FOOT.  34 FEET SOUTHEAST OF THE CENTER OF THE
 LR0308'OLD ROAD, 3 FEET NORTHEAST OF THE FENCE LINE AND 2-1/2 FEET
 LR0308'SOUTHWEST OF THE WITNESS POST.
 LR0308'
 LR0308'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LR0308
 LR0308                          STATION RECOVERY (1970)
 LR0308
 LR0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LR0308'RECOVERED IN GOOD CONDITION.
 LR0308
 LR0308                          STATION RECOVERY (1984)
 LR0308
 LR0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0308'RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE EXCEPT
 LR0308'ADD ALSO--20.9 KM (13.05 MI) NORTHWEST OF THE STATION AT BATTLE
 LR0308'MOUNTAIN.
 LR0308'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 LR0308'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0219 ***********************************************************************
 MT0219  DESIGNATION -  C 347
 MT0219  PID         -  MT0219
 MT0219  STATE/COUNTY-  NV/ELKO
 MT0219  USGS QUAD   -  HOLBORN (1968)
 MT0219
 MT0219                         *CURRENT SURVEY CONTROL
 MT0219  ___________________________________________________________________
 MT0219* NAD 83(1986)-  41 12 36.     (N)    114 38 08.     (W)     SCALED    
 MT0219* NAVD 88     -      1867.924  (meters)    6128.35   (feet)  ADJUSTED  
 MT0219  ___________________________________________________________________
 MT0219  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 MT0219  DYNAMIC HT  -        1866.364 (meters)    6123.23  (feet)  COMP
 MT0219  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 MT0219
 MT0219  VERT ORDER  -  FIRST     CLASS II
 MT0219
 MT0219.The horizontal coordinates were scaled from a topographic map and have
 MT0219.an estimated accuracy of +/- 6 seconds.
 MT0219
 MT0219.The orthometric height was determined by differential leveling
 MT0219.and adjusted by the National Geodetic Survey in June 1991..
 MT0219
 MT0219.The geoid height was determined by GEOID03.
 MT0219
 MT0219.The dynamic height is computed by dividing the NAVD 88
 MT0219.geopotential number by the normal gravity value computed on the
 MT0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0219.degrees latitude (g = 980.6199 gals.).
 MT0219
 MT0219.The modeled gravity was interpolated from observed gravity values.
 MT0219
 MT0219;                    North         East    Units  Estimated Accuracy
 MT0219;SPC NV E     - 8,717,400.      279,480.      MT  (+/- 180 meters Scaled)
 MT0219
 MT0219                          SUPERSEDED SURVEY CONTROL
 MT0219
 MT0219  NGVD 29 (??/??/92) 1866.763  (m)         6124.54   (f) ADJ UNCH    1 2
 MT0219
 MT0219.Superseded values are not recommended for survey control.
 MT0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0219.See file dsdata.txt to determine how the superseded data were derived.
 MT0219
 MT0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF982647(NAD 83)
 MT0219_MARKER: DB = BENCH MARK DISK
 MT0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MT0219_SP_SET: CULVERT
 MT0219_STAMPING: C 347 1953
 MT0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0219
 MT0219  HISTORY     - Date     Condition        Report By
 MT0219  HISTORY     - 1953     MONUMENTED       CGS
 MT0219
 MT0219                          STATION DESCRIPTION
 MT0219
 MT0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0219'1.3 MI E FROM FENELON.
 MT0219'1.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 MT0219'STATION AT FENELON, AT 36-INCH CORRUGATED METAL PIPE CULVERT 629.05,
 MT0219'IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL,
 MT0219'41.7 FEET (SLOPING MEASUREMENT) SOUTHEAST OF THE SOUTHEAST RAIL, AND
 MT0219'ABOUT 15 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0122 ***********************************************************************
 MT0122  DESIGNATION -  C 348
 MT0122  PID         -  MT0122
 MT0122  STATE/COUNTY-  NV/ELKO
 MT0122  USGS QUAD   -  LORAY (1982)
 MT0122
 MT0122                         *CURRENT SURVEY CONTROL
 MT0122  ___________________________________________________________________
 MT0122* NAD 83(1986)-  41 13 44.     (N)    114 15 13.     (W)     SCALED    
 MT0122* NAVD 88     -      1545.949  (meters)    5072.00   (feet)  ADJUSTED  
 MT0122  ___________________________________________________________________
 MT0122  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 MT0122  DYNAMIC HT  -        1544.737 (meters)    5068.02  (feet)  COMP
 MT0122  MODELED GRAV-     979,785.6   (mgal)                       NAVD 88
 MT0122
 MT0122  VERT ORDER  -  FIRST     CLASS II
 MT0122
 MT0122.The horizontal coordinates were scaled from a topographic map and have
 MT0122.an estimated accuracy of +/- 6 seconds.
 MT0122
 MT0122.The orthometric height was determined by differential leveling
 MT0122.and adjusted by the National Geodetic Survey in June 1991..
 MT0122
 MT0122.The geoid height was determined by GEOID03.
 MT0122
 MT0122.The dynamic height is computed by dividing the NAVD 88
 MT0122.geopotential number by the normal gravity value computed on the
 MT0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0122.degrees latitude (g = 980.6199 gals.).
 MT0122
 MT0122.The modeled gravity was interpolated from observed gravity values.
 MT0122
 MT0122;                    North         East    Units  Estimated Accuracy
 MT0122;SPC NV E     - 8,719,920.      311,480.      MT  (+/- 180 meters Scaled)
 MT0122
 MT0122                          SUPERSEDED SURVEY CONTROL
 MT0122
 MT0122  NGVD 29 (??/??/92) 1544.840  (m)         5068.36   (f) ADJ UNCH    1 2
 MT0122
 MT0122.Superseded values are not recommended for survey control.
 MT0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0122.See file dsdata.txt to determine how the superseded data were derived.
 MT0122
 MT0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF301678(NAD 83)
 MT0122_MARKER: DB = BENCH MARK DISK
 MT0122_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0122_STAMPING: C 348 1953
 MT0122_MARK LOGO: CGS   
 MT0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0122+STABILITY: SURFACE MOTION
 MT0122
 MT0122  HISTORY     - Date     Condition        Report By
 MT0122  HISTORY     - 1953     MONUMENTED       CGS
 MT0122  HISTORY     - 1984     GOOD             NGS
 MT0122
 MT0122                          STATION DESCRIPTION
 MT0122
 MT0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0122'3.9 MI SW FROM MONTELLO.
 MT0122'3.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0122'THE STATION AT MONTELLO, AT 36-INCH CORRUGATED METAL PIPE CULVERT
 MT0122'658.04, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD
 MT0122'WALL, 14.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE EAST-BOUND
 MT0122'TRACK, AND ABOUT 3 1/2 FEET LOWER THAN THE TOP OF THE RAIL.
 MT0122
 MT0122                          STATION RECOVERY (1984)
 MT0122
 MT0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0122'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.3 KM
 MT0122'(3.95 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MT0122'OFFICE AT MONTELLO, IN TOP OF AND 0.3 METER (1 FT) SOUTHWEST OF THE
 MT0122'NORTHEAST END OF THE SOUTHEAST HEADWALL FOR A 36-INCH CORRUGATED METAL
 MT0122'PIPE CULVERT 658.04, 4.5 METERS (15 FT) SOUTHEAST OF THE SOUTHEAST
 MT0122'RAIL.
 MT0122'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0207 ***********************************************************************
 JQ0207  DESIGNATION -  C 349
 JQ0207  PID         -  JQ0207
 JQ0207  STATE/COUNTY-  NV/NYE
 JQ0207  USGS QUAD   -  TONOPAH (1982)
 JQ0207
 JQ0207                         *CURRENT SURVEY CONTROL
 JQ0207  ___________________________________________________________________
 JQ0207* NAD 83(1986)-  38 04 19.     (N)    117 14 13.     (W)     SCALED    
 JQ0207* NAVD 88     -      1816.377  (meters)    5959.23   (feet)  ADJUSTED  
 JQ0207  ___________________________________________________________________
 JQ0207  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 JQ0207  DYNAMIC HT  -        1814.356 (meters)    5952.60  (feet)  COMP
 JQ0207  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 JQ0207
 JQ0207  VERT ORDER  -  FIRST     CLASS II
 JQ0207
 JQ0207.The horizontal coordinates were scaled from a topographic map and have
 JQ0207.an estimated accuracy of +/- 6 seconds.
 JQ0207
 JQ0207.The orthometric height was determined by differential leveling
 JQ0207.and adjusted by the National Geodetic Survey in June 1991..
 JQ0207
 JQ0207.The geoid height was determined by GEOID03.
 JQ0207
 JQ0207.The dynamic height is computed by dividing the NAVD 88
 JQ0207.geopotential number by the normal gravity value computed on the
 JQ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0207.degrees latitude (g = 980.6199 gals.).
 JQ0207
 JQ0207.The modeled gravity was interpolated from observed gravity values.
 JQ0207
 JQ0207;                    North         East    Units  Estimated Accuracy
 JQ0207;SPC NV C     - 6,368,740.      449,970.      MT  (+/- 180 meters Scaled)
 JQ0207
 JQ0207                          SUPERSEDED SURVEY CONTROL
 JQ0207
 JQ0207  NGVD 29 (??/??/92) 1815.169  (m)         5955.27   (f) ADJ UNCH    1 2
 JQ0207
 JQ0207.Superseded values are not recommended for survey control.
 JQ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0207.See file dsdata.txt to determine how the superseded data were derived.
 JQ0207
 JQ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC792138(NAD 83)
 JQ0207_MARKER: DB = BENCH MARK DISK
 JQ0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JQ0207_SP_SET: FOUNDATION
 JQ0207_STAMPING: C 349 1953
 JQ0207_MARK LOGO: CGS   
 JQ0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0207
 JQ0207  HISTORY     - Date     Condition        Report By
 JQ0207  HISTORY     - 1953     MONUMENTED       CGS
 JQ0207  HISTORY     - 1984     GOOD             NGS
 JQ0207
 JQ0207                          STATION DESCRIPTION
 JQ0207
 JQ0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0207'IN TONOPAH.
 JQ0207'AT TONOPAH, 0.5 MILE WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE,
 JQ0207'AT THE NORTHERN TRANSPORTATION COMPANY FREIGHT BUILDING, SET
 JQ0207'VERTICALLY IN THE EAST FACE OF THE CONCRETE FOUNDATION, 1.0 FOOT SOUTH
 JQ0207'OF THE NORTHEAST CORNER OF THE BUILDING, 0.9 FOOT ABOVE THE GROUND,
 JQ0207'AND 2.4 FEET LOWER THAN THE BRICK WALL.
 JQ0207
 JQ0207                          STATION RECOVERY (1984)
 JQ0207
 JQ0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0068 ***********************************************************************
 JQ0068  DESIGNATION -  C 35
 JQ0068  PID         -  JQ0068
 JQ0068  STATE/COUNTY-  NV/NYE
 JQ0068  USGS QUAD   -  STONE CABIN RANCH NE (1986)
 JQ0068
 JQ0068                         *CURRENT SURVEY CONTROL
 JQ0068  ___________________________________________________________________
 JQ0068* NAD 83(1986)-  38 09 31.     (N)    116 30 47.     (W)     SCALED    
 JQ0068* NAVD 88     -      1795.700  (meters)    5891.39   (feet)  ADJUSTED  
 JQ0068  ___________________________________________________________________
 JQ0068  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 JQ0068  DYNAMIC HT  -        1793.695 (meters)    5884.81  (feet)  COMP
 JQ0068  MODELED GRAV-     979,448.7   (mgal)                       NAVD 88
 JQ0068
 JQ0068  VERT ORDER  -  FIRST     CLASS II
 JQ0068
 JQ0068.The horizontal coordinates were scaled from a topographic map and have
 JQ0068.an estimated accuracy of +/- 6 seconds.
 JQ0068
 JQ0068.The orthometric height was determined by differential leveling
 JQ0068.and adjusted by the National Geodetic Survey in June 1991..
 JQ0068
 JQ0068.The geoid height was determined by GEOID03.
 JQ0068
 JQ0068.The dynamic height is computed by dividing the NAVD 88
 JQ0068.geopotential number by the normal gravity value computed on the
 JQ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0068.degrees latitude (g = 980.6199 gals.).
 JQ0068
 JQ0068.The modeled gravity was interpolated from observed gravity values.
 JQ0068
 JQ0068;                    North         East    Units  Estimated Accuracy
 JQ0068;SPC NV C     - 6,378,220.      513,460.      MT  (+/- 180 meters Scaled)
 JQ0068
 JQ0068                          SUPERSEDED SURVEY CONTROL
 JQ0068
 JQ0068  NGVD 29 (??/??/92) 1794.562  (m)         5887.66   (f) ADJ UNCH    1 2
 JQ0068
 JQ0068.Superseded values are not recommended for survey control.
 JQ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0068.See file dsdata.txt to determine how the superseded data were derived.
 JQ0068
 JQ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC426235(NAD 83)
 JQ0068_MARKER: DB = BENCH MARK DISK
 JQ0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0068_STAMPING: 5887.685 C 35 1933
 JQ0068_MARK LOGO: CGS   
 JQ0068_PROJECTION: PROJECTING 30 CENTIMETERS
 JQ0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0068+STABILITY: SURFACE MOTION
 JQ0068
 JQ0068  HISTORY     - Date     Condition        Report By
 JQ0068  HISTORY     - 1933     MONUMENTED       CGS
 JQ0068  HISTORY     - 1934     GOOD             NGS
 JQ0068  HISTORY     - 1982     GOOD             USGS
 JQ0068  HISTORY     - 1984     GOOD             NGS
 JQ0068
 JQ0068                          STATION DESCRIPTION
 JQ0068
 JQ0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0068'9.0 MI SW FROM WARM SPRINGS.
 JQ0068'ABOUT 9.0 MILES SOUTHWEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JQ0068'WARM SPRINGS, NYE COUNTY, ABOUT 7.2 MILES EAST OF CLARK STATION, AND
 JQ0068'56 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 JQ0068'STAMPED 5887.685 C 35 1933 AND SET IN THE TOP OF A CONCRETE POST
 JQ0068'PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 JQ0068
 JQ0068                          STATION RECOVERY (1934)
 JQ0068
 JQ0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JQ0068'RECOVERED IN GOOD CONDITION.
 JQ0068
 JQ0068                          STATION RECOVERY (1982)
 JQ0068
 JQ0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JQ0068'BENCH MARK IS LOCATED 9.0 MILES SOUTHWEST OF WARN SPRINGS ALONG US
 JQ0068'HIGHWAY 6 AND ABOUT 81 METERS NORTH OF CENTERLINE OF HIGHWAY. A
 JQ0068'STANDARD TABLET PROJECTING ABOUT 0.3 METER ABOVE GROUND.
 JQ0068
 JQ0068                          STATION RECOVERY (1984)
 JQ0068
 JQ0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0068'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0068'14.35 KM (8.95 MI) WEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0068'STATE HIGHWAY 375 AT WARM SPRINGS, 0.25 KM (0.15 MI) EAST OF A T
 JQ0068'JUNCTION OF A DIRT ROAD LEADING NORTH, 0.75 KM (0.45 MI) EAST OF
 JQ0068'MILEPOST 42 AND 63.8 METERS (209.5 FT) NORTH OF THE HIGHWAY
 JQ0068'CENTERLINE.
 JQ0068'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 JQ0068'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0273 ***********************************************************************
 JQ0273  DESIGNATION -  C 350
 JQ0273  PID         -  JQ0273
 JQ0273  STATE/COUNTY-  NV/ESMERALDA
 JQ0273  USGS QUAD   -  BLAIR JUNCTION (1968)
 JQ0273
 JQ0273                         *CURRENT SURVEY CONTROL
 JQ0273  ___________________________________________________________________
 JQ0273* NAD 83(1986)-  38 00 58.     (N)    117 49 19.     (W)     SCALED    
 JQ0273* NAVD 88     -      1496.591  (meters)    4910.07   (feet)  ADJUSTED  
 JQ0273  ___________________________________________________________________
 JQ0273  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 JQ0273  DYNAMIC HT  -        1494.991 (meters)    4904.82  (feet)  COMP
 JQ0273  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 JQ0273
 JQ0273  VERT ORDER  -  FIRST     CLASS II
 JQ0273
 JQ0273.The horizontal coordinates were scaled from a topographic map and have
 JQ0273.an estimated accuracy of +/- 6 seconds.
 JQ0273
 JQ0273.The orthometric height was determined by differential leveling
 JQ0273.and adjusted by the National Geodetic Survey in June 1991..
 JQ0273
 JQ0273.The geoid height was determined by GEOID03.
 JQ0273
 JQ0273.The dynamic height is computed by dividing the NAVD 88
 JQ0273.geopotential number by the normal gravity value computed on the
 JQ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0273.degrees latitude (g = 980.6199 gals.).
 JQ0273
 JQ0273.The modeled gravity was interpolated from observed gravity values.
 JQ0273
 JQ0273;                    North         East    Units  Estimated Accuracy
 JQ0273;SPC NV W     - 4,362,670.      866,850.      MT  (+/- 180 meters Scaled)
 JQ0273
 JQ0273                          SUPERSEDED SURVEY CONTROL
 JQ0273
 JQ0273  NGVD 29 (??/??/92) 1495.461  (m)         4906.36   (f) ADJ UNCH    1 2
 JQ0273
 JQ0273.Superseded values are not recommended for survey control.
 JQ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0273.See file dsdata.txt to determine how the superseded data were derived.
 JQ0273
 JQ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC278079(NAD 83)
 JQ0273_MARKER: DB = BENCH MARK DISK
 JQ0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0273_STAMPING: C 350 1953
 JQ0273_MARK LOGO: CGS   
 JQ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0273+STABILITY: SURFACE MOTION
 JQ0273
 JQ0273  HISTORY     - Date     Condition        Report By
 JQ0273  HISTORY     - 1953     MONUMENTED       CGS
 JQ0273  HISTORY     - 1984     GOOD             NGS
 JQ0273
 JQ0273                          STATION DESCRIPTION
 JQ0273
 JQ0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0273'3.8 MI E FROM COALDALE.
 JQ0273'3.8 MILES EAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF THE
 JQ0273'HIGHWAYS AT COALDALE, AT THE CROSSING OF AN ABANDONED RAILROAD BED,
 JQ0273'NEAR AN ANGLE IN A TELEPHONE LINE, 116 FEET SOUTHWEST OF A TELEPHONE
 JQ0273'POLE, 110 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 102 FEET
 JQ0273'NORTHEAST OF THE CENTER OF THE NORTH END OF A 24-INCH CORRUGATED METAL
 JQ0273'PIPE CULVERT, 2.5 FEET WEST OF A WITNESS POST, ABOUT 2 FEET HIGHER
 JQ0273'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JQ0273'FOOT ABOVE THE GROUND.
 JQ0273
 JQ0273                          STATION RECOVERY (1984)
 JQ0273
 JQ0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0191 ***********************************************************************
 LR0191  DESIGNATION -  C 351
 LR0191  PID         -  LR0191
 LR0191  STATE/COUNTY-  NV/LANDER
 LR0191  USGS QUAD   -  BLOSSOM SPRING (1985)
 LR0191
 LR0191                         *CURRENT SURVEY CONTROL
 LR0191  ___________________________________________________________________
 LR0191* NAD 83(1986)-  40 36 57.     (N)    116 53 26.     (W)     SCALED    
 LR0191* NAVD 88     -      1378.430  (meters)    4522.40   (feet)  ADJUSTED  
 LR0191  ___________________________________________________________________
 LR0191  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 LR0191  DYNAMIC HT  -        1377.304 (meters)    4518.70  (feet)  COMP
 LR0191  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 LR0191
 LR0191  VERT ORDER  -  FIRST     CLASS II
 LR0191
 LR0191.The horizontal coordinates were scaled from a topographic map and have
 LR0191.an estimated accuracy of +/- 6 seconds.
 LR0191
 LR0191.The orthometric height was determined by differential leveling
 LR0191.and adjusted by the National Geodetic Survey in June 1991..
 LR0191
 LR0191.The geoid height was determined by GEOID03.
 LR0191
 LR0191.The dynamic height is computed by dividing the NAVD 88
 LR0191.geopotential number by the normal gravity value computed on the
 LR0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0191.degrees latitude (g = 980.6199 gals.).
 LR0191
 LR0191.The modeled gravity was interpolated from observed gravity values.
 LR0191
 LR0191;                    North         East    Units  Estimated Accuracy
 LR0191;SPC NV C     - 6,651,010.      481,060.      MT  (+/- 180 meters Scaled)
 LR0191
 LR0191                          SUPERSEDED SURVEY CONTROL
 LR0191
 LR0191  NGVD 29 (??/??/92) 1377.366  (m)         4518.91   (f) ADJ UNCH    1 2
 LR0191
 LR0191.Superseded values are not recommended for survey control.
 LR0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0191.See file dsdata.txt to determine how the superseded data were derived.
 LR0191
 LR0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE092961(NAD 83)
 LR0191_MARKER: DB = BENCH MARK DISK
 LR0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0191_STAMPING: C 351 1953
 LR0191_MARK LOGO: CGS   
 LR0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0191+STABILITY: SURFACE MOTION
 LR0191
 LR0191  HISTORY     - Date     Condition        Report By
 LR0191  HISTORY     - 1953     MONUMENTED       CGS
 LR0191  HISTORY     - 1958     GOOD             NGS
 LR0191  HISTORY     - 1984     GOOD             NGS
 LR0191
 LR0191                          STATION DESCRIPTION
 LR0191
 LR0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0191'3.0 MI SE FROM BATTLE MOUNTAIN.
 LR0191'3.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0191'THE STATION AT BATTLE MOUNTAIN, 0.1 MILE (3-2/3 POLES) WEST OF
 LR0191'MILEPOLE 479, ABOUT 100 YARDS NORTH OF THE CENTER LINE OF U. S.
 LR0191'HIGHWAY 40, 131 1/2 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM A
 LR0191'TELEPHONE POLE, 62.2 FEET SOUTH OF THE SOUTH RAIL, 1.6 FEET WEST OF A
 LR0191'WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 LR0191'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LR0191
 LR0191                          STATION RECOVERY (1958)
 LR0191
 LR0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LR0191'RECOVERED IN GOOD CONDITION.
 LR0191
 LR0191                          STATION RECOVERY (1984)
 LR0191
 LR0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0247 ***********************************************************************
 LR0247  DESIGNATION -  C 352
 LR0247  PID         -  LR0247
 LR0247  STATE/COUNTY-  NV/EUREKA
 LR0247  USGS QUAD   -  DUNPHY (1986)
 LR0247
 LR0247                         *CURRENT SURVEY CONTROL
 LR0247  ___________________________________________________________________
 LR0247* NAD 83(1986)-  40 40 59.     (N)    116 30 32.     (W)     SCALED    
 LR0247* NAVD 88     -      1417.919  (meters)    4651.96   (feet)  ADJUSTED  
 LR0247  ___________________________________________________________________
 LR0247  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 LR0247  DYNAMIC HT  -        1416.794 (meters)    4648.27  (feet)  COMP
 LR0247  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 LR0247
 LR0247  VERT ORDER  -  FIRST     CLASS II
 LR0247
 LR0247.The horizontal coordinates were scaled from a topographic map and have
 LR0247.an estimated accuracy of +/- 6 seconds.
 LR0247
 LR0247.The orthometric height was determined by differential leveling
 LR0247.and adjusted by the National Geodetic Survey in June 1991..
 LR0247
 LR0247.The geoid height was determined by GEOID03.
 LR0247
 LR0247.The dynamic height is computed by dividing the NAVD 88
 LR0247.geopotential number by the normal gravity value computed on the
 LR0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0247.degrees latitude (g = 980.6199 gals.).
 LR0247
 LR0247.The modeled gravity was interpolated from observed gravity values.
 LR0247
 LR0247;                    North         East    Units  Estimated Accuracy
 LR0247;SPC NV E     - 8,658,860.      121,760.      MT  (+/- 180 meters Scaled)
 LR0247
 LR0247                          SUPERSEDED SURVEY CONTROL
 LR0247
 LR0247  NGVD 29 (??/??/92) 1416.861  (m)         4648.48   (f) ADJ UNCH    1 2
 LR0247
 LR0247.Superseded values are not recommended for survey control.
 LR0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0247.See file dsdata.txt to determine how the superseded data were derived.
 LR0247
 LR0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF415036(NAD 83)
 LR0247_MARKER: DB = BENCH MARK DISK
 LR0247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0247_SP_SET: ABUTMENT
 LR0247_STAMPING: C 352 1953
 LR0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0247
 LR0247  HISTORY     - Date     Condition        Report By
 LR0247  HISTORY     - 1953     MONUMENTED       CGS
 LR0247
 LR0247                          STATION DESCRIPTION
 LR0247
 LR0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0247'6.4 MI N FROM BEOWAWE.
 LR0247'6.4 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0247'STATION AT BEOWAWE, 0.25 MILE (7-3/4 POLES) NORTH OF MILEPOLE 502, AT
 LR0247'SMALL WOODEN BRIDGE 501.75, IN THE TOP OF THE EAST END OF THE SOUTH
 LR0247'CONCRETE ABUTMENT, 7.8 FEET EAST OF THE EAST RAIL, AND ABOUT 2 FEET
 LR0247'LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0022 ***********************************************************************
 LR0022  DESIGNATION -  C 353
 LR0022  PID         -  LR0022
 LR0022  STATE/COUNTY-  NV/EUREKA
 LR0022  USGS QUAD   -  PALISADE (1985)
 LR0022
 LR0022                         *CURRENT SURVEY CONTROL
 LR0022  ___________________________________________________________________
 LR0022* NAD 83(1986)-  40 34 48.     (N)    116 14 16.     (W)     SCALED    
 LR0022* NAVD 88     -      1472.156  (meters)    4829.90   (feet)  ADJUSTED  
 LR0022  ___________________________________________________________________
 LR0022  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 LR0022  DYNAMIC HT  -        1470.897 (meters)    4825.77  (feet)  COMP
 LR0022  MODELED GRAV-     979,718.8   (mgal)                       NAVD 88
 LR0022
 LR0022  VERT ORDER  -  FIRST     CLASS II
 LR0022
 LR0022.The horizontal coordinates were scaled from a topographic map and have
 LR0022.an estimated accuracy of +/- 6 seconds.
 LR0022
 LR0022.The orthometric height was determined by differential leveling
 LR0022.and adjusted by the National Geodetic Survey in June 1991..
 LR0022
 LR0022.The geoid height was determined by GEOID03.
 LR0022
 LR0022.The dynamic height is computed by dividing the NAVD 88
 LR0022.geopotential number by the normal gravity value computed on the
 LR0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0022.degrees latitude (g = 980.6199 gals.).
 LR0022
 LR0022.The modeled gravity was interpolated from observed gravity values.
 LR0022
 LR0022;                    North         East    Units  Estimated Accuracy
 LR0022;SPC NV E     - 8,647,220.      144,600.      MT  (+/- 180 meters Scaled)
 LR0022
 LR0022                          SUPERSEDED SURVEY CONTROL
 LR0022
 LR0022  NGVD 29 (??/??/92) 1471.025  (m)         4826.19   (f) ADJ UNCH    1 2
 LR0022
 LR0022.Superseded values are not recommended for survey control.
 LR0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0022.See file dsdata.txt to determine how the superseded data were derived.
 LR0022
 LR0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE645924(NAD 83)
 LR0022_MARKER: DB = BENCH MARK DISK
 LR0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0022_SP_SET: ABUTMENT
 LR0022_STAMPING: C 353 1953
 LR0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0022
 LR0022  HISTORY     - Date     Condition        Report By
 LR0022  HISTORY     - 1953     MONUMENTED       CGS
 LR0022  HISTORY     - 1983     MARK NOT FOUND   USGS
 LR0022
 LR0022                          STATION DESCRIPTION
 LR0022
 LR0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0022'3.7 MI SW FROM PALISADE.
 LR0022'3.7 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0022'THE STATION AT PALISADE, 1 1/2 POLES NORTHWEST OF MILEPOLE 522, AT
 LR0022'SMALL CONCRETE BRIDGE 521.97, IN THE TOP OF THE NORTHEAST END OF THE
 LR0022'NORTHWEST CONCRETE ABUTMENT, 7.0 FEET NORTHEAST OF THE NORTHEAST RAIL,
 LR0022'1.2 FEET NORTHEAST OF THE NORTHWEST END OF A STEEL GUARDRAIL, AND
 LR0022'ABOUT 6 FEET LOWER THAN THE TOP OF THE RAIL.
 LR0022
 LR0022                          STATION RECOVERY (1983)
 LR0022
 LR0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0452 ***********************************************************************
 LQ0452  DESIGNATION -  C 354
 LQ0452  PID         -  LQ0452
 LQ0452  STATE/COUNTY-  NV/ELKO
 LQ0452  USGS QUAD   -  ELKO EAST (1975)
 LQ0452
 LQ0452                         *CURRENT SURVEY CONTROL
 LQ0452  ___________________________________________________________________
 LQ0452* NAD 83(1986)-  40 52 06.     (N)    115 43 21.     (W)     SCALED    
 LQ0452* NAVD 88     -      1555.262  (meters)    5102.56   (feet)  ADJUSTED  
 LQ0452  ___________________________________________________________________
 LQ0452  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 LQ0452  DYNAMIC HT  -        1553.978 (meters)    5098.34  (feet)  COMP
 LQ0452  MODELED GRAV-     979,744.0   (mgal)                       NAVD 88
 LQ0452
 LQ0452  VERT ORDER  -  FIRST     CLASS II
 LQ0452
 LQ0452.The horizontal coordinates were scaled from a topographic map and have
 LQ0452.an estimated accuracy of +/- 6 seconds.
 LQ0452
 LQ0452.The orthometric height was determined by differential leveling
 LQ0452.and adjusted by the National Geodetic Survey in June 1991..
 LQ0452
 LQ0452.The geoid height was determined by GEOID03.
 LQ0452
 LQ0452.The dynamic height is computed by dividing the NAVD 88
 LQ0452.geopotential number by the normal gravity value computed on the
 LQ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0452.degrees latitude (g = 980.6199 gals.).
 LQ0452
 LQ0452.The modeled gravity was interpolated from observed gravity values.
 LQ0452
 LQ0452;                    North         East    Units  Estimated Accuracy
 LQ0452;SPC NV E     - 8,679,030.      188,270.      MT  (+/- 180 meters Scaled)
 LQ0452
 LQ0452                          SUPERSEDED SURVEY CONTROL
 LQ0452
 LQ0452.No superseded survey control is available for this station.
 LQ0452
 LQ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF076249(NAD 83)
 LQ0452_MARKER: DB = BENCH MARK DISK
 LQ0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0452_STAMPING: C 354 1953
 LQ0452_MARK LOGO: CGS   
 LQ0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0452+STABILITY: SURFACE MOTION
 LQ0452
 LQ0452  HISTORY     - Date     Condition        Report By
 LQ0452  HISTORY     - 1953     MONUMENTED       CGS
 LQ0452  HISTORY     - 1984     GOOD             NGS
 LQ0452
 LQ0452                          STATION DESCRIPTION
 LQ0452
 LQ0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LQ0452'3.3 MI NE FROM ELKO.
 LQ0452'3.3 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LQ0452'THE STATION AT ELKO, 0.15 MILE NORTHEAST OF THE CROSSING OF A TRACK
 LQ0452'ROAD, 0.1 MILE NORTHEAST OF A COIN ONE MILE SIGN, 46.9 FEET NORTHWEST
 LQ0452'OF THE NORTHWEST RAIL, 5 FEET NORTH OF A TELEGRAPH POLE WITH FOUR
 LQ0452'1-FOOT-WIDE WHITE STRIPES, 1.9 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 LQ0452'1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 LQ0452'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LQ0452
 LQ0452                          STATION RECOVERY (1984)
 LQ0452
 LQ0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0452'RECOVERED IN GOOD CONDITION.  OMIT-5 FEET NORTH OF A POLE WITH FOUR
 LQ0452'ONE FOOT STRIPES.  ADD-6.4 METERS (21 FT) SOUTHWEST OF THE FIRST
 LQ0452'TELEPHONE POLE NORTHEAST OF SIGNAL 359.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0411 ***********************************************************************
 MT0411  DESIGNATION -  C 355
 MT0411  PID         -  MT0411
 MT0411  STATE/COUNTY-  NV/ELKO
 MT0411  USGS QUAD   -  DEETH (1967)
 MT0411
 MT0411                         *CURRENT SURVEY CONTROL
 MT0411  ___________________________________________________________________
 MT0411* NAD 83(1986)-  41 02 52.     (N)    115 20 24.     (W)     SCALED    
 MT0411* NAVD 88     -      1616.632  (meters)    5303.90   (feet)  ADJUSTED  
 MT0411  ___________________________________________________________________
 MT0411  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 MT0411  DYNAMIC HT  -        1615.297 (meters)    5299.52  (feet)  COMP
 MT0411  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 MT0411
 MT0411  VERT ORDER  -  FIRST     CLASS II
 MT0411
 MT0411.The horizontal coordinates were scaled from a topographic map and have
 MT0411.an estimated accuracy of +/- 6 seconds.
 MT0411
 MT0411.The orthometric height was determined by differential leveling
 MT0411.and adjusted by the National Geodetic Survey in June 1991..
 MT0411
 MT0411.The geoid height was determined by GEOID03.
 MT0411
 MT0411.The dynamic height is computed by dividing the NAVD 88
 MT0411.geopotential number by the normal gravity value computed on the
 MT0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0411.degrees latitude (g = 980.6199 gals.).
 MT0411
 MT0411.The modeled gravity was interpolated from observed gravity values.
 MT0411
 MT0411;                    North         East    Units  Estimated Accuracy
 MT0411;SPC NV E     - 8,698,980.      220,460.      MT  (+/- 180 meters Scaled)
 MT0411
 MT0411                          SUPERSEDED SURVEY CONTROL
 MT0411
 MT0411  NGVD 29 (??/??/92) 1615.458  (m)         5300.05   (f) ADJ UNCH    1 2
 MT0411
 MT0411.Superseded values are not recommended for survey control.
 MT0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0411.See file dsdata.txt to determine how the superseded data were derived.
 MT0411
 MT0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF395453(NAD 83)
 MT0411_MARKER: DB = BENCH MARK DISK
 MT0411_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0411_STAMPING: C 355 1953
 MT0411_MARK LOGO: CGS   
 MT0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0411+STABILITY: SURFACE MOTION
 MT0411
 MT0411  HISTORY     - Date     Condition        Report By
 MT0411  HISTORY     - 1953     MONUMENTED       CGS
 MT0411  HISTORY     - 1984     GOOD             NGS
 MT0411
 MT0411                          STATION DESCRIPTION
 MT0411
 MT0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0411'3.7 MI SW FROM DEETH.
 MT0411'3.7 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0411'THE STATION AT DEETH, 3 POLES SOUTHWEST OF MILEPOLE 586, AT A 3- BY
 MT0411'10-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE NORTHWEST END OF THE
 MT0411'SOUTHWEST CONCRETE ABUTMENT, 7.1 FEET NORTHWEST OF THE NORTHWEST RAIL,
 MT0411'1.2 FEET NORTHWEST OF THE SOUTHWEST END OF A GUARDRAIL, AND ABOUT 1
 MT0411'1/2 FEET LOWER THAN THE TOP OF THE RAIL.
 MT0411
 MT0411                          STATION RECOVERY (1984)
 MT0411
 MT0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0411'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.15 KM
 MT0411'(0.1 MI) NORTH ALONG A DIRT ROAD FROM THE POST OFFICE IN DEETH, THENCE
 MT0411'0.8 KM (0.5 MI) SOUTHWEST ALONG A DIRT ROAD, THENCE 5.2 KM (3.25 MI)
 MT0411'WEST ALONG OLD US HIGHWAY 40, THENCE 0.25 KM (0.15 MI) SOUTHEAST ALONG
 MT0411'A DIRT ROAD, IN TOP OF AND 0.3 METER (1 FT) SOUTHEAST OF THE NORTHWEST
 MT0411'END OF THE SOUTHWEST ABUTMENT FOR A SMALL SOUTHERN PACIFIC RAILROAD
 MT0411'BRIDGE, 12.8 METERS (42 FT) SOUTHWEST OF THE CENTER OF THE ROAD,
 MT0411'7.3 METERS (24 FT) SOUTHEAST OF THE THIRD TELEGRAPH POLE SOUTHWEST OF
 MT0411'RAILROAD MILEPOLE 586 AND 2.1 METERS (7 FT) NORTHWEST OF THE NORTHWEST
 MT0411'RAIL.
 MT0411'THE MARK IS 0.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0935 ***********************************************************************
 KR0935  DESIGNATION -  C 357
 KR0935  PID         -  KR0935
 KR0935  STATE/COUNTY-  NV/WASHOE
 KR0935  USGS QUAD   -  WASHOE CITY (1994)
 KR0935
 KR0935                         *CURRENT SURVEY CONTROL
 KR0935  ___________________________________________________________________
 KR0935* NAD 83(1986)-  39 21 00.     (N)    119 46 41.     (W)     SCALED    
 KR0935* NAVD 88     -      1464.25   (+/-2cm)    4804.0    (feet)  VERTCON   
 KR0935  ___________________________________________________________________
 KR0935  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 KR0935
 KR0935  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0935
 KR0935.The horizontal coordinates were scaled from a topographic map and have
 KR0935.an estimated accuracy of +/- 6 seconds.
 KR0935
 KR0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0935.The vertical order pertains to the NGVD 29 superseded value.
 KR0935
 KR0935.The geoid height was determined by GEOID03.
 KR0935
 KR0935;                    North         East    Units  Estimated Accuracy
 KR0935;SPC NV W     - 4,511,130.      697,030.      MT  (+/- 180 meters Scaled)
 KR0935
 KR0935                          SUPERSEDED SURVEY CONTROL
 KR0935
 KR0935  NGVD 29 (??/??/92) 1463.124  (m)         4800.27   (f) ADJ UNCH    1 2
 KR0935
 KR0935.Superseded values are not recommended for survey control.
 KR0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0935.See file dsdata.txt to determine how the superseded data were derived.
 KR0935
 KR0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD606592(NAD 83)
 KR0935_MARKER: DB = BENCH MARK DISK
 KR0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0935_STAMPING: C 357 1953
 KR0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0935+STABILITY: SURFACE MOTION
 KR0935
 KR0935  HISTORY     - Date     Condition        Report By
 KR0935  HISTORY     - 1953     MONUMENTED       CGS
 KR0935  HISTORY     - 1955     GOOD             NGS
 KR0935
 KR0935                          STATION DESCRIPTION
 KR0935
 KR0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0935'2.9 MI SW FROM STEAMBOAT.
 KR0935'0.1 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 KR0935'STEAMBOAT, THENCE 2.8 MILES SOUTHWEST ALONG U. S. HIGHWAY 395, AT THE
 KR0935'NORTHEAST CORNER OF A BOARD CORRAL, 46.7 FEET SOUTH OF THE SOUTH END
 KR0935'OF THE WEST CONCRETE HEAD WALL OF A 24-INCH CORRUGATED METAL PIPE
 KR0935'CULVERT, 27.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4 1/2 FEET
 KR0935'EAST OF TELEPHONE POLE 21951, 1.2 FEET NORTH OF A WITNESS POST, ABOUT
 KR0935'1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KR0935'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KR0935
 KR0935                          STATION RECOVERY (1955)
 KR0935
 KR0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KR0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1014 ***********************************************************************
 KR1014  DESIGNATION -  C 358
 KR1014  PID         -  KR1014
 KR1014  STATE/COUNTY-  NV/LYON
 KR1014  USGS QUAD   -  NEW EMPIRE (1994)
 KR1014
 KR1014                         *CURRENT SURVEY CONTROL
 KR1014  ___________________________________________________________________
 KR1014* NAD 83(1986)-  39 13 11.     (N)    119 38 49.     (W)     SCALED    
 KR1014* NAVD 88     -      1452.17   (+/-2cm)    4764.3    (feet)  VERTCON   
 KR1014  ___________________________________________________________________
 KR1014  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 KR1014
 KR1014  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1014
 KR1014.The horizontal coordinates were scaled from a topographic map and have
 KR1014.an estimated accuracy of +/- 6 seconds.
 KR1014
 KR1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1014.The vertical order pertains to the NGVD 29 superseded value.
 KR1014
 KR1014.The geoid height was determined by GEOID03.
 KR1014
 KR1014;                    North         East    Units  Estimated Accuracy
 KR1014;SPC NV W     - 4,496,530.      708,160.      MT  (+/- 180 meters Scaled)
 KR1014
 KR1014                          SUPERSEDED SURVEY CONTROL
 KR1014
 KR1014  NGVD 29 (??/??/92) 1451.092  (m)         4760.79   (f) ADJ UNCH    1 2
 KR1014
 KR1014.Superseded values are not recommended for survey control.
 KR1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1014.See file dsdata.txt to determine how the superseded data were derived.
 KR1014
 KR1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD714444(NAD 83)
 KR1014_MARKER: DB = BENCH MARK DISK
 KR1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1014_STAMPING: C 358 1953
 KR1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1014+STABILITY: SURFACE MOTION
 KR1014
 KR1014  HISTORY     - Date     Condition        Report By
 KR1014  HISTORY     - 1953     MONUMENTED       CGS
 KR1014
 KR1014                          STATION DESCRIPTION
 KR1014
 KR1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR1014'3.5 MI SW FROM DAYTON.
 KR1014'3.5 MILES SOUTHWEST ALONG U. S. HIGHWAY 50 FROM THE POST OFFICE AT
 KR1014'DAYTON, 198 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE
 KR1014'NORTHEAST LEG OF A TRIANGLE FORMED BY THE JUNCTION OF STATE HIGHWAY 17
 KR1014'LEADING NORTHEAST TO VIRGINIA CITY, 197.2 FEET SOUTH OF THE CENTER
 KR1014'LINE OF U. S. HIGHWAY 50, 42 FEET WEST OF THE CENTER LINE OF A DIM
 KR1014'TRACK ROAD LEADING SOUTH, 12.7 FEET WEST OF THE EAST END OF A FENCE,
 KR1014'2.3 FEET NORTH OF A FENCE, 3.1 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 KR1014'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KR1014'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0021 ***********************************************************************
 KP0021  DESIGNATION -  C 36
 KP0021  PID         -  KP0021
 KP0021  STATE/COUNTY-  NV/WHITE PINE
 KP0021  USGS QUAD   -  LEHMAN CAVES (1986)
 KP0021
 KP0021                         *CURRENT SURVEY CONTROL
 KP0021  ___________________________________________________________________
 KP0021* NAD 83(1986)-  39 01 54.     (N)    114 08 22.     (W)     SCALED    
 KP0021* NAVD 88     -      1614.534  (meters)    5297.02   (feet)  ADJUSTED  
 KP0021  ___________________________________________________________________
 KP0021  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 KP0021  DYNAMIC HT  -        1612.868 (meters)    5291.55  (feet)  COMP
 KP0021  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 KP0021
 KP0021  VERT ORDER  -  FIRST     CLASS II
 KP0021
 KP0021.The horizontal coordinates were scaled from a topographic map and have
 KP0021.an estimated accuracy of +/- 6 seconds.
 KP0021
 KP0021.The orthometric height was determined by differential leveling
 KP0021.and adjusted by the National Geodetic Survey in June 1991..
 KP0021
 KP0021.The geoid height was determined by GEOID03.
 KP0021
 KP0021.The dynamic height is computed by dividing the NAVD 88
 KP0021.geopotential number by the normal gravity value computed on the
 KP0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0021.degrees latitude (g = 980.6199 gals.).
 KP0021
 KP0021.The modeled gravity was interpolated from observed gravity values.
 KP0021
 KP0021;                    North         East    Units  Estimated Accuracy
 KP0021;SPC NV E     - 8,476,110.      325,010.      MT  (+/- 180 meters Scaled)
 KP0021
 KP0021                          SUPERSEDED SURVEY CONTROL
 KP0021
 KP0021  NGVD 29 (??/??/92) 1613.362  (m)         5293.17   (f) ADJ UNCH    1 2
 KP0021
 KP0021.Superseded values are not recommended for survey control.
 KP0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0021.See file dsdata.txt to determine how the superseded data were derived.
 KP0021
 KP0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD476241(NAD 83)
 KP0021_MARKER: DB = BENCH MARK DISK
 KP0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0021_STAMPING: C 36 1934
 KP0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0021+STABILITY: SURFACE MOTION
 KP0021
 KP0021  HISTORY     - Date     Condition        Report By
 KP0021  HISTORY     - 1934     MONUMENTED       CGS
 KP0021  HISTORY     - 1950     GOOD             NGS
 KP0021
 KP0021                          STATION DESCRIPTION
 KP0021
 KP0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KP0021'1.9 MI NW FROM BAKER.
 KP0021'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 73 FROM THE GARAGE AT BAKER,
 KP0021'250 FEET NORTHWEST OF THE JUNCTION OF A ROAD LEADING NORTHEAST, AND 57
 KP0021'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 KP0021'STAMPED C 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0288 ***********************************************************************
 JR0288  DESIGNATION -  C 360
 JR0288  PID         -  JR0288
 JR0288  STATE/COUNTY-  NV/MINERAL
 JR0288  USGS QUAD   -  MINA (1967)
 JR0288
 JR0288                         *CURRENT SURVEY CONTROL
 JR0288  ___________________________________________________________________
 JR0288* NAD 83(1986)-  38 24 20.     (N)    118 07 03.     (W)     SCALED    
 JR0288* NAVD 88     -      1382.226  (meters)    4534.85   (feet)  ADJUSTED  
 JR0288  ___________________________________________________________________
 JR0288  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 JR0288  DYNAMIC HT  -        1380.805 (meters)    4530.19  (feet)  COMP
 JR0288  MODELED GRAV-     979,553.4   (mgal)                       NAVD 88
 JR0288
 JR0288  VERT ORDER  -  FIRST     CLASS II
 JR0288
 JR0288.The horizontal coordinates were scaled from a topographic map and have
 JR0288.an estimated accuracy of +/- 6 seconds.
 JR0288
 JR0288.The orthometric height was determined by differential leveling
 JR0288.and adjusted by the National Geodetic Survey in June 1991..
 JR0288
 JR0288.The geoid height was determined by GEOID03.
 JR0288
 JR0288.The dynamic height is computed by dividing the NAVD 88
 JR0288.geopotential number by the normal gravity value computed on the
 JR0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0288.degrees latitude (g = 980.6199 gals.).
 JR0288
 JR0288.The modeled gravity was interpolated from observed gravity values.
 JR0288
 JR0288;                    North         East    Units  Estimated Accuracy
 JR0288;SPC NV W     - 4,405,720.      840,690.      MT  (+/- 180 meters Scaled)
 JR0288
 JR0288                          SUPERSEDED SURVEY CONTROL
 JR0288
 JR0288  NGVD 29 (??/??/92) 1381.088  (m)         4531.12   (f) ADJ UNCH    1 2
 JR0288
 JR0288.Superseded values are not recommended for survey control.
 JR0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0288.See file dsdata.txt to determine how the superseded data were derived.
 JR0288
 JR0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC024514(NAD 83)
 JR0288_MARKER: DB = BENCH MARK DISK
 JR0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0288_STAMPING: C 360 1953
 JR0288_MARK LOGO: CGS   
 JR0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0288+STABILITY: SURFACE MOTION
 JR0288
 JR0288  HISTORY     - Date     Condition        Report By
 JR0288  HISTORY     - 1953     MONUMENTED       CGS
 JR0288  HISTORY     - 1984     GOOD             NGS
 JR0288
 JR0288                          STATION DESCRIPTION
 JR0288
 JR0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0288'1.2 MI NW FROM MINA.
 JR0288'1.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0288'FROM THE STATION AT MINA, 7 FEET SOUTHEAST OF MILEPOLE 416, 179.5
 JR0288'FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 95, 27.4 FEET
 JR0288'SOUTHWEST OF THE SOUTHWEST RAIL, 2.4 FEET NORTHWEST OF A WITNESS
 JR0288'POST, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP
 JR0288'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JR0288
 JR0288                          STATION RECOVERY (1984)
 JR0288
 JR0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0288'RECOVERED IN GOOD CONDITION.  NOTE--THE RAILROAD STATION IS NOW THE
 JR0288'MINA FIRE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0757 ***********************************************************************
 KR0757  DESIGNATION -  C 361
 KR0757  PID         -  KR0757
 KR0757  STATE/COUNTY-  NV/LYON
 KR0757  USGS QUAD   -  CHURCHILL BUTTE (1985)
 KR0757
 KR0757                         *CURRENT SURVEY CONTROL
 KR0757  ___________________________________________________________________
 KR0757* NAD 83(1986)-  39 15 46.     (N)    119 16 56.     (W)     SCALED    
 KR0757* NAVD 88     -      1288.99   (+/-2cm)    4229.0    (feet)  VERTCON   
 KR0757  ___________________________________________________________________
 KR0757  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 KR0757
 KR0757  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0757
 KR0757.The horizontal coordinates were scaled from a topographic map and have
 KR0757.an estimated accuracy of +/- 6 seconds.
 KR0757
 KR0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0757.The vertical order pertains to the NGVD 29 superseded value.
 KR0757
 KR0757.The geoid height was determined by GEOID03.
 KR0757
 KR0757;                    North         East    Units  Estimated Accuracy
 KR0757;SPC NV W     - 4,501,000.      739,690.      MT  (+/- 180 meters Scaled)
 KR0757
 KR0757                          SUPERSEDED SURVEY CONTROL
 KR0757
 KR0757  NGVD 29 (??/??/92) 1287.985  (m)         4225.66   (f) ADJ UNCH    1 2
 KR0757
 KR0757.Superseded values are not recommended for survey control.
 KR0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0757.See file dsdata.txt to determine how the superseded data were derived.
 KR0757
 KR0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD031484(NAD 83)
 KR0757_MARKER: DB = BENCH MARK DISK
 KR0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0757_STAMPING: C 361 1953
 KR0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0757+STABILITY: SURFACE MOTION
 KR0757
 KR0757  HISTORY     - Date     Condition        Report By
 KR0757  HISTORY     - 1953     MONUMENTED       CGS
 KR0757
 KR0757                          STATION DESCRIPTION
 KR0757
 KR0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0757'3.0 MI S FROM WEEKS.
 KR0757'3.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0757'CROSSING OF U.S. HIGHWAY 95A AT WEEKS (NEAR FORT CHURCHILL), 0.6 MILE
 KR0757'SOUTH OF THE CHURCHILL SIDING SIGN, ON THE WEST BANK OF A WASH, 230
 KR0757'1/2 FEET SOUTHWEST OF MILEPOLE 317, 199.3 FEET WEST OF THE WEST RAIL,
 KR0757'24 FEET WEST OF THE WEST EDGE OF THE WASH, 2.3 FEET NORTH OF A WITNESS
 KR0757'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 KR0757'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0820 ***********************************************************************
 JR0820  DESIGNATION -  C 362
 JR0820  PID         -  JR0820
 JR0820  STATE/COUNTY-  NV/MINERAL
 JR0820  USGS QUAD   -  SCHURZ (1988)
 JR0820
 JR0820                         *CURRENT SURVEY CONTROL
 JR0820  ___________________________________________________________________
 JR0820* NAD 83(1986)-  38 56 58.     (N)    118 48 34.     (W)     SCALED    
 JR0820* NAVD 88     -      1258.73   (+/-2cm)    4129.7    (feet)  VERTCON   
 JR0820  ___________________________________________________________________
 JR0820  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 JR0820
 JR0820  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0820
 JR0820.The horizontal coordinates were scaled from a topographic map and have
 JR0820.an estimated accuracy of +/- 6 seconds.
 JR0820
 JR0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0820.The vertical order pertains to the NGVD 29 superseded value.
 JR0820
 JR0820.The geoid height was determined by GEOID03.
 JR0820
 JR0820;                    North         East    Units  Estimated Accuracy
 JR0820;SPC NV W     - 4,466,010.      780,400.      MT  (+/- 180 meters Scaled)
 JR0820
 JR0820                          SUPERSEDED SURVEY CONTROL
 JR0820
 JR0820  NGVD 29 (??/??/92) 1257.661  (m)         4126.18   (f) ADJ UNCH    1 2
 JR0820
 JR0820.Superseded values are not recommended for survey control.
 JR0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0820.See file dsdata.txt to determine how the superseded data were derived.
 JR0820
 JR0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD432127(NAD 83)
 JR0820_MARKER: DB = BENCH MARK DISK
 JR0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0820_SP_SET: CONCRETE BASE
 JR0820_STAMPING: C 362 1953
 JR0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0820
 JR0820  HISTORY     - Date     Condition        Report By
 JR0820  HISTORY     - 1953     MONUMENTED       CGS
 JR0820
 JR0820                          STATION DESCRIPTION
 JR0820
 JR0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0820'AT SCHURZ.
 JR0820'AT SCHURZ, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 147.8
 JR0820'FEET SOUTHEAST OF THE EAST CORNER OF THE STATION, AT THE LARGE
 JR0820'RAILROAD ELEVATED WATER TANK, IN THE TOP OF THE EAST CORNER OF THE
 JR0820'CONCRETE BASE SUPPORTING THE NORTH STEEL LEG, 9.6 FEET SOUTHEAST
 JR0820'OF THE SOUTHEAST RAIL, AND 4.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0059 ***********************************************************************
 JR0059  DESIGNATION -  C 363
 JR0059  PID         -  JR0059
 JR0059  STATE/COUNTY-  NV/MINERAL
 JR0059  USGS QUAD   -  WALKER LAKE (1987)
 JR0059
 JR0059                         *CURRENT SURVEY CONTROL
 JR0059  ___________________________________________________________________
 JR0059* NAD 83(1986)-  38 40 06.     (N)    118 39 17.     (W)     SCALED    
 JR0059* NAVD 88     -      1255.58   (+/-2cm)    4119.3    (feet)  VERTCON   
 JR0059  ___________________________________________________________________
 JR0059  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 JR0059
 JR0059  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0059
 JR0059.The horizontal coordinates were scaled from a topographic map and have
 JR0059.an estimated accuracy of +/- 6 seconds.
 JR0059
 JR0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0059.The vertical order pertains to the NGVD 29 superseded value.
 JR0059
 JR0059.The geoid height was determined by GEOID03.
 JR0059
 JR0059;                    North         East    Units  Estimated Accuracy
 JR0059;SPC NV W     - 4,434,790.      793,790.      MT  (+/- 180 meters Scaled)
 JR0059
 JR0059                          SUPERSEDED SURVEY CONTROL
 JR0059
 JR0059  NGVD 29 (??/??/92) 1254.484  (m)         4115.75   (f) ADJ UNCH    1 2
 JR0059
 JR0059.Superseded values are not recommended for survey control.
 JR0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0059.See file dsdata.txt to determine how the superseded data were derived.
 JR0059
 JR0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC560812(NAD 83)
 JR0059_MARKER: DB = BENCH MARK DISK
 JR0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0059_STAMPING: C 363 1953
 JR0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0059+STABILITY: SURFACE MOTION
 JR0059
 JR0059  HISTORY     - Date     Condition        Report By
 JR0059  HISTORY     - 1953     MONUMENTED       CGS
 JR0059
 JR0059                          STATION DESCRIPTION
 JR0059
 JR0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0059'6.4 MI NW FROM THORNE.
 JR0059'6.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0059'FROM THE STATION AT THORNE, 66 FEET SOUTHEAST OF AND ACROSS THE
 JR0059'TRACK FROM MILEPOLE 378, 42.0 FEET SOUTHEAST OF THE SOUTHEAST
 JR0059'RAIL, 10 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD,
 JR0059'3.3 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN
 JR0059'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 JR0059'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0737 ***********************************************************************
 GR0737  DESIGNATION -  C 364
 GR0737  PID         -  GR0737
 GR0737  STATE/COUNTY-  NV/CLARK
 GR0737  USGS QUAD   -  MOAPA WEST (1983)
 GR0737
 GR0737                         *CURRENT SURVEY CONTROL
 GR0737  ___________________________________________________________________
 GR0737* NAD 83(1986)-  36 44 33.     (N)    114 38 02.     (W)     SCALED    
 GR0737* NAVD 88     -       533.264  (meters)    1749.55   (feet)  ADJUSTED  
 GR0737  ___________________________________________________________________
 GR0737  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 GR0737  DYNAMIC HT  -         532.754 (meters)    1747.88  (feet)  COMP
 GR0737  MODELED GRAV-     979,659.8   (mgal)                       NAVD 88
 GR0737
 GR0737  VERT ORDER  -  FIRST     CLASS II
 GR0737
 GR0737.The horizontal coordinates were scaled from a topographic map and have
 GR0737.an estimated accuracy of +/- 6 seconds.
 GR0737
 GR0737.The orthometric height was determined by differential leveling
 GR0737.and adjusted by the National Geodetic Survey in June 1991..
 GR0737
 GR0737.The geoid height was determined by GEOID03.
 GR0737
 GR0737.The dynamic height is computed by dividing the NAVD 88
 GR0737.geopotential number by the normal gravity value computed on the
 GR0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0737.degrees latitude (g = 980.6199 gals.).
 GR0737
 GR0737.The modeled gravity was interpolated from observed gravity values.
 GR0737
 GR0737;                    North         East    Units  Estimated Accuracy
 GR0737;SPC NV E     - 8,221,480.      284,790.      MT  (+/- 180 meters Scaled)
 GR0737
 GR0737                          SUPERSEDED SURVEY CONTROL
 GR0737
 GR0737  NGVD 29 (??/??/92)  532.594  (m)         1747.35   (f) ADJ UNCH    1 2
 GR0737
 GR0737.Superseded values are not recommended for survey control.
 GR0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0737.See file dsdata.txt to determine how the superseded data were derived.
 GR0737
 GR0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA112689(NAD 83)
 GR0737_MARKER: DB = BENCH MARK DISK
 GR0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0737_STAMPING: C 364 1963
 GR0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0737+STABILITY: SURFACE MOTION
 GR0737
 GR0737  HISTORY     - Date     Condition        Report By
 GR0737  HISTORY     - 1963     MONUMENTED       CGS
 GR0737  HISTORY     - 1982     GOOD             NGS
 GR0737
 GR0737                          STATION DESCRIPTION
 GR0737
 GR0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0737'5.0 MI N FROM MOAPA.
 GR0737'5.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0737'MOAPA, 89 FEET EAST AND ACROSS THE TRACKS FROM MILEPOLE 388, 43.4 FEET
 GR0737'EAST OF THE EAST RAIL, 3 1/2 FEET NORTH-NORTHEAST OF A TELEPHONE POLE,
 GR0737'1.9 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE TRACKS.
 GR0737'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO SUDDEN
 GR0737'REFUSAL AT A DEPTH OF 12 FEET.  THE UPPER PORTION OF THE ROD IS
 GR0737'ENCASED IN A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GR0737
 GR0737                          STATION RECOVERY (1982)
 GR0737
 GR0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0603 ***********************************************************************
 FS0603  DESIGNATION -  C 365
 FS0603  PID         -  FS0603
 FS0603  STATE/COUNTY-  NV/CLARK
 FS0603  USGS QUAD   -  SEARCHLIGHT (1989)
 FS0603
 FS0603                         *CURRENT SURVEY CONTROL
 FS0603  ___________________________________________________________________
 FS0603* NAD 83(1986)-  35 28 00.     (N)    114 55 15.     (W)     SCALED    
 FS0603* NAVD 88     -      1078.664  (meters)    3538.92   (feet)  POSTED    
 FS0603  ___________________________________________________________________
 FS0603  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FS0603  DYNAMIC HT  -        1077.430 (meters)    3534.87  (feet)  COMP
 FS0603  MODELED GRAV-     979,449.3   (mgal)                       NAVD 88
 FS0603
 FS0603  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0603
 FS0603.The horizontal coordinates were scaled from a topographic map and have
 FS0603.an estimated accuracy of +/- 6 seconds.
 FS0603
 FS0603.The orthometric height was determined by differential leveling
 FS0603.and adjusted by the National Geodetic Survey in 1992..
 FS0603.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0603.rate of 1.1 thru 2.0 mm/km.
 FS0603
 FS0603.The geoid height was determined by GEOID03.
 FS0603
 FS0603.The dynamic height is computed by dividing the NAVD 88
 FS0603.geopotential number by the normal gravity value computed on the
 FS0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0603.degrees latitude (g = 980.6199 gals.).
 FS0603
 FS0603.The modeled gravity was interpolated from observed gravity values.
 FS0603
 FS0603;                    North         East    Units  Estimated Accuracy
 FS0603;SPC NV E     - 8,079,700.      260,130.      MT  (+/- 180 meters Scaled)
 FS0603
 FS0603                          SUPERSEDED SURVEY CONTROL
 FS0603
 FS0603  NGVD 29 (??/??/92) 1077.835  (m)         3536.20   (f) ADJ UNCH    1 2
 FS0603
 FS0603.Superseded values are not recommended for survey control.
 FS0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0603.See file dsdata.txt to determine how the superseded data were derived.
 FS0603
 FS0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV886267(NAD 83)
 FS0603_MARKER: DB = BENCH MARK DISK
 FS0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0603_SP_SET: CULVERT
 FS0603_STAMPING: C 365 1963
 FS0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0603
 FS0603  HISTORY     - Date     Condition        Report By
 FS0603  HISTORY     - 1963     MONUMENTED       CGS
 FS0603  HISTORY     - 19870422 MARK NOT FOUND   USPSQD
 FS0603
 FS0603                          STATION DESCRIPTION
 FS0603
 FS0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FS0603'AT SEARCHLIGHT.
 FS0603'AT SEARCHLIGHT, ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 95
 FS0603'FROM THE POST OFFICE, AT THE INTERSECTION OF STATE HIGHWAY 68,
 FS0603'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF AN
 FS0603'18-INCH PIPE CULVERT UNDER HIGHWAY 95, 41 FEET WEST OF THE
 FS0603'CENTER LINE OF HIGHWAY 95, 30 FEET NORTH OF THE CENTER LINE OF
 FS0603'HIGHWAY 68, AND ABOUT 4 1/2 FEET LOWER THAN THE HIGHWAY.
 FS0603
 FS0603                          STATION RECOVERY (1987)
 FS0603
 FS0603'RECOVERY NOTE BY US POWER SQUADRON 1987 (LN)
 FS0603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0527 ***********************************************************************
 GR0527  DESIGNATION -  C 366
 GR0527  PID         -  GR0527
 GR0527  STATE/COUNTY-  NV/CLARK
 GR0527  USGS QUAD   -  BOULDER BEACH (1970)
 GR0527
 GR0527                         *CURRENT SURVEY CONTROL
 GR0527  ___________________________________________________________________
 GR0527* NAD 83(1986)-  36 02 55.     (N)    114 49 03.     (W)     SCALED    
 GR0527* NAVD 88     -       381.979  (meters)    1253.21   (feet)  POSTED    
 GR0527  ___________________________________________________________________
 GR0527  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GR0527  DYNAMIC HT  -         381.610 (meters)    1252.00  (feet)  COMP
 GR0527  MODELED GRAV-     979,660.8   (mgal)                       NAVD 88
 GR0527
 GR0527  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0527
 GR0527.The horizontal coordinates were scaled from a topographic map and have
 GR0527.an estimated accuracy of +/- 6 seconds.
 GR0527
 GR0527.The orthometric height was determined by differential leveling
 GR0527.and adjusted by the National Geodetic Survey in 1992..
 GR0527.No vertical observational check was made to the station.
 GR0527.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0527.was located on a no-check spur therefore a value was not computed.
 GR0527
 GR0527.The geoid height was determined by GEOID03.
 GR0527
 GR0527.The dynamic height is computed by dividing the NAVD 88
 GR0527.geopotential number by the normal gravity value computed on the
 GR0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0527.degrees latitude (g = 980.6199 gals.).
 GR0527
 GR0527.The modeled gravity was interpolated from observed gravity values.
 GR0527
 GR0527;                    North         East    Units  Estimated Accuracy
 GR0527;SPC NV E     - 8,144,340.      269,000.      MT  (+/- 180 meters Scaled)
 GR0527
 GR0527                          SUPERSEDED SURVEY CONTROL
 GR0527
 GR0527  NGVD 29 (??/??/92)  381.285  (m)         1250.93   (f) ADJ UNCH    1 2
 GR0527
 GR0527.Superseded values are not recommended for survey control.
 GR0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0527.See file dsdata.txt to determine how the superseded data were derived.
 GR0527
 GR0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV965915(NAD 83)
 GR0527_MARKER: DB = BENCH MARK DISK
 GR0527_SETTING: 80 = SET IN A BOULDER
 GR0527_SP_SET: BOULDER
 GR0527_STAMPING: C 366 1963
 GR0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0527+STABILITY: SURFACE MOTION
 GR0527
 GR0527  HISTORY     - Date     Condition        Report By
 GR0527  HISTORY     - 1963     MONUMENTED       CGS
 GR0527  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GR0527
 GR0527                          STATION DESCRIPTION
 GR0527
 GR0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0527'7.35 MI NE FROM BOULDER CITY.
 GR0527'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 93 FROM THE U.S. BUREAU OF
 GR0527'RECLAMATION ADMINISTRATION BUILDING AT BOULDER CITY, THENCE 3.25 MILES
 GR0527'NORTH ALONG STATE HIGHWAY 41, 0.1 MILE NORTHWEST OF THE ENTRANCE TO
 GR0527'LAKE MARINA, IN THE TOP OF A 1 1/2- BY 2 1/2-FOOT BOULDER WHICH
 GR0527'PROJECTS 0.4 FOOT ABOVE THE GROUND, 34 FEET SOUTHWEST OF THE CENTER
 GR0527'LINE OF THE HIGHWAY, 134 FEET SOUTHEAST OF THE EAST END OF A LARGE
 GR0527'LAKE MEAD MARINA SIGN, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
 GR0527
 GR0527                          STATION RECOVERY (1990)
 GR0527
 GR0527'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0159 ***********************************************************************
 FS0159  DESIGNATION -  C 367
 FS0159  PID         -  FS0159
 FS0159  STATE/COUNTY-  NV/CLARK
 FS0159  USGS QUAD   -  SLOAN (1989)
 FS0159
 FS0159                         *CURRENT SURVEY CONTROL
 FS0159  ___________________________________________________________________
 FS0159* NAD 83(1986)-  35 58 44.     (N)    115 13 39.     (W)     SCALED    
 FS0159* NAVD 88     -       798.919  (meters)    2621.12   (feet)  ADJUSTED  
 FS0159  ___________________________________________________________________
 FS0159  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 FS0159  DYNAMIC HT  -         798.081 (meters)    2618.37  (feet)  COMP
 FS0159  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 FS0159
 FS0159  VERT ORDER  -  FIRST     CLASS II
 FS0159
 FS0159.The horizontal coordinates were scaled from a topographic map and have
 FS0159.an estimated accuracy of +/- 6 seconds.
 FS0159
 FS0159.The orthometric height was determined by differential leveling
 FS0159.and adjusted by the National Geodetic Survey in June 1991..
 FS0159
 FS0159.The geoid height was determined by GEOID03.
 FS0159
 FS0159.The dynamic height is computed by dividing the NAVD 88
 FS0159.geopotential number by the normal gravity value computed on the
 FS0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0159.degrees latitude (g = 980.6199 gals.).
 FS0159
 FS0159.The modeled gravity was interpolated from observed gravity values.
 FS0159
 FS0159;                    North         East    Units  Estimated Accuracy
 FS0159;SPC NV E     - 8,136,390.      232,090.      MT  (+/- 180 meters Scaled)
 FS0159
 FS0159                          SUPERSEDED SURVEY CONTROL
 FS0159
 FS0159  NGVD 29 (??/??/92)  798.177  (m)         2618.69   (f) ADJ UNCH    1 2
 FS0159
 FS0159.Superseded values are not recommended for survey control.
 FS0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0159.See file dsdata.txt to determine how the superseded data were derived.
 FS0159
 FS0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV598830(NAD 83)
 FS0159_MARKER: DB = BENCH MARK DISK
 FS0159_SETTING: 66 = SET IN ROCK OUTCROP
 FS0159_SP_SET: ROCK OUTCROP
 FS0159_STAMPING: C 367 1963
 FS0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0159+STABILITY: POSITION/ELEVATION WELL
 FS0159
 FS0159  HISTORY     - Date     Condition        Report By
 FS0159  HISTORY     - 1963     MONUMENTED       CGS
 FS0159  HISTORY     - 1980     GOOD             NGS
 FS0159
 FS0159                          STATION DESCRIPTION
 FS0159
 FS0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FS0159'14.8 MI S FROM LAS VEGAS.
 FS0159'14.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 FS0159'STATION AT LAS VEGAS, 2 POLES WEST OF AND ACROSS THE TRACK FROM
 FS0159'319.25 MILEPOLE, IN THE TOP OF A LEDGE OF OUTCROP, AT THE WEST
 FS0159'END OF A ROCK CUT, 10.6 FEET SOUTH OF THE SOUTH RAIL, 93 FEET
 FS0159'SOUTH-SOUTHWEST OF THE 2ND POLE WEST OF THE 1/4 MILEPOLE, AND
 FS0159'ABOUT 3 FEET HIGHER THAN THE TRACK.
 FS0159
 FS0159                          STATION RECOVERY (1980)
 FS0159
 FS0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FS0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1235 ***********************************************************************
 GR1235  DESIGNATION -  C 368
 GR1235  PID         -  GR1235
 GR1235  STATE/COUNTY-  NV/CLARK
 GR1235  USGS QUAD   -  BLUE DIAMOND NE (1983)
 GR1235
 GR1235                         *CURRENT SURVEY CONTROL
 GR1235  ___________________________________________________________________
 GR1235* NAD 83(1986)-  36 09 18.     (N)    115 21 44.     (W)     SCALED    
 GR1235* NAVD 88     -       981.25   (+/-2cm)    3219.3    (feet)  VERTCON   
 GR1235  ___________________________________________________________________
 GR1235  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 GR1235
 GR1235  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1235
 GR1235.The horizontal coordinates were scaled from a topographic map and have
 GR1235.an estimated accuracy of +/- 6 seconds.
 GR1235
 GR1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1235.The vertical order pertains to the NGVD 29 superseded value.
 GR1235
 GR1235.The geoid height was determined by GEOID03.
 GR1235
 GR1235;                    North         East    Units  Estimated Accuracy
 GR1235;SPC NV E     - 8,155,890.      219,900.      MT  (+/- 180 meters Scaled)
 GR1235
 GR1235                          SUPERSEDED SURVEY CONTROL
 GR1235
 GR1235  NGVD 29 (??/??/92)  980.515  (m)         3216.91   (f) ADJ UNCH    1 2
 GR1235
 GR1235.Superseded values are not recommended for survey control.
 GR1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1235.See file dsdata.txt to determine how the superseded data were derived.
 GR1235
 GR1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA473023(NAD 83)
 GR1235_MARKER: DB = BENCH MARK DISK
 GR1235_SETTING: 66 = SET IN ROCK OUTCROP
 GR1235_SP_SET: OUTCROP
 GR1235_STAMPING: C 368 1963
 GR1235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1235+STABILITY: POSITION/ELEVATION WELL
 GR1235
 GR1235  HISTORY     - Date     Condition        Report By
 GR1235  HISTORY     - 1963     MONUMENTED       CGS
 GR1235  HISTORY     - 1972     GOOD             USGS
 GR1235  HISTORY     - 19961120 MARK NOT FOUND   USPSQD
 GR1235
 GR1235                          STATION DESCRIPTION
 GR1235
 GR1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1235'13.65 MI W FROM LAS VEGAS.
 GR1235'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1235'LAS VEGAS, THENCE 12.65 MILES WEST ALONG CHARLESTON BOULEVARD, ON THE
 GR1235'NORTH SLOPE OF A HILL, ON THE INSIDE OF A CURVE, 31 FEET SOUTH OF THE
 GR1235'CENTER LINE OF THE BOULEVARD, 33.0 FEET WEST OF A WITNESS POST, IN THE
 GR1235'TOP OF A 10 BY 33-FOOT OUTCROP THAT PROJECTS 1.0 FOOT ABOVE THE GROUND
 GR1235'AND EXTENDS TO THE EDGE OF THE BOULEVARD, AND ABOUT 2 1/2 FEET HIGHER
 GR1235'THAN THE BOULEVARD.
 GR1235
 GR1235                          STATION RECOVERY (1972)
 GR1235
 GR1235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GR1235'RECOVERED IN GOOD CONDITION.
 GR1235
 GR1235                          STATION RECOVERY (1996)
 GR1235
 GR1235'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0948 ***********************************************************************
 GR0948  DESIGNATION -  C 369
 GR0948  PID         -  GR0948
 GR0948  STATE/COUNTY-  NV/CLARK
 GR0948  USGS QUAD   -  LAS VEGAS NW (1983)
 GR0948
 GR0948                         *CURRENT SURVEY CONTROL
 GR0948  ___________________________________________________________________
 GR0948* NAD 83(1986)-  36 14 22.     (N)    115 11 04.     (W)     SCALED    
 GR0948* NAVD 88     -       662.51   (+/-2cm)    2173.6    (feet)  VERTCON   
 GR0948  ___________________________________________________________________
 GR0948  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GR0948
 GR0948  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0948
 GR0948.The horizontal coordinates were scaled from a topographic map and have
 GR0948.an estimated accuracy of +/- 6 seconds.
 GR0948
 GR0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0948.The vertical order pertains to the NGVD 29 superseded value.
 GR0948
 GR0948.The geoid height was determined by GEOID03.
 GR0948
 GR0948;                    North         East    Units  Estimated Accuracy
 GR0948;SPC NV E     - 8,165,310.      235,850.      MT  (+/- 180 meters Scaled)
 GR0948
 GR0948                          SUPERSEDED SURVEY CONTROL
 GR0948
 GR0948  NGVD 29 (??/??/92)  661.870  (m)         2171.49   (f) ADJ UNCH    1 2
 GR0948
 GR0948.Superseded values are not recommended for survey control.
 GR0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0948.See file dsdata.txt to determine how the superseded data were derived.
 GR0948
 GR0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA631120(NAD 83)
 GR0948_MARKER: DB = BENCH MARK DISK
 GR0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0948_STAMPING: C 369 1963
 GR0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0948+STABILITY: SURFACE MOTION
 GR0948
 GR0948  HISTORY     - Date     Condition        Report By
 GR0948  HISTORY     - 1963     MONUMENTED       CGS
 GR0948  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR0948
 GR0948                          STATION DESCRIPTION
 GR0948
 GR0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0948'10.45 MI N FROM LAS VEGAS.
 GR0948'7.7 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR0948'RAILROAD STATION AT LAS VEGAS, THENCE 2.75 MILES EAST ALONG CRAIG
 GR0948'ROAD, 0.4 MILE WEST OF BENCH MARK D 369, 0.1 MILE WEST OF THE JUNCTION
 GR0948'OF A DRIVEWAY NORTH TO STOLLEN WERICKS GRANDVIEW ACRES, 0.05 MILE WEST
 GR0948'OF THE JUNCTION OF A GRADED ROAD SOUTHWEST, 39 FEET NORTH OF THE
 GR0948'CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A WITNESS POST, 0.9 FOOT
 GR0948'EAST OF POWER POLE 3379B, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 GR0948'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 GR0948
 GR0948                          STATION RECOVERY (1996)
 GR0948
 GR0948'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0039 ***********************************************************************
 LQ0039  DESIGNATION -  C 37
 LQ0039  PID         -  LQ0039
 LQ0039  STATE/COUNTY-  NV/ELKO
 LQ0039  USGS QUAD   -  PILOT (1982)
 LQ0039
 LQ0039                         *CURRENT SURVEY CONTROL
 LQ0039  ___________________________________________________________________
 LQ0039* NAD 83(1986)-  40 46 35.     (N)    114 10 02.     (W)     SCALED    
 LQ0039* NAVD 88     -      1482.096  (meters)    4862.51   (feet)  ADJUSTED  
 LQ0039  ___________________________________________________________________
 LQ0039  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 LQ0039  DYNAMIC HT  -        1480.913 (meters)    4858.63  (feet)  COMP
 LQ0039  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 LQ0039
 LQ0039  VERT ORDER  -  SECOND    CLASS 0
 LQ0039
 LQ0039.The horizontal coordinates were scaled from a topographic map and have
 LQ0039.an estimated accuracy of +/- 6 seconds.
 LQ0039
 LQ0039.The orthometric height was determined by differential leveling
 LQ0039.and adjusted by the National Geodetic Survey in June 1991..
 LQ0039
 LQ0039.The geoid height was determined by GEOID03.
 LQ0039
 LQ0039.The dynamic height is computed by dividing the NAVD 88
 LQ0039.geopotential number by the normal gravity value computed on the
 LQ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0039.degrees latitude (g = 980.6199 gals.).
 LQ0039
 LQ0039.The modeled gravity was interpolated from observed gravity values.
 LQ0039
 LQ0039;                    North         East    Units  Estimated Accuracy
 LQ0039;SPC NV E     - 8,669,780.      319,540.      MT  (+/- 180 meters Scaled)
 LQ0039
 LQ0039                          SUPERSEDED SURVEY CONTROL
 LQ0039
 LQ0039  NGVD 29 (??/??/92) 1481.091  (m)         4859.21   (f) ADJ UNCH    2 0
 LQ0039
 LQ0039.Superseded values are not recommended for survey control.
 LQ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0039.See file dsdata.txt to determine how the superseded data were derived.
 LQ0039
 LQ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF390177(NAD 83)
 LQ0039_MARKER: DB = BENCH MARK DISK
 LQ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0039_STAMPING: C 37 1934
 LQ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0039+STABILITY: SURFACE MOTION
 LQ0039
 LQ0039  HISTORY     - Date     Condition        Report By
 LQ0039  HISTORY     - 1934     MONUMENTED       CGS
 LQ0039  HISTORY     - 1958     GOOD             NGS
 LQ0039
 LQ0039                          STATION DESCRIPTION
 LQ0039
 LQ0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LQ0039'11.8 MI W FROM WENDOVER, UT.
 LQ0039'IN ELKO COUNTY, NEVADA, 11.8 MILES WEST ALONG THE WESTERN PACIFIC
 LQ0039'RAILROAD FROM THE UTAH-NEVADA STATE LINE AT WENDOVER, TOOELE COUNTY,
 LQ0039'UTAH, 75 FEET NORTHWEST OF THE EIGHTH POLE WEST OF MILEPOST 794, AT
 LQ0039'THE SOUTH EDGE OF A DIM WAGON ROAD, 45 FEET NORTH OF THE CENTERLINE OF
 LQ0039'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1045 ***********************************************************************
 GR1045  DESIGNATION -  C 370
 GR1045  PID         -  GR1045
 GR1045  STATE/COUNTY-  NV/CLARK
 GR1045  USGS QUAD   -  LAS VEGAS SE (1984)
 GR1045
 GR1045                         *CURRENT SURVEY CONTROL
 GR1045  ___________________________________________________________________
 GR1045* NAD 83(1986)-  36 06 00.     (N)    115 04 30.     (W)     SCALED    
 GR1045* NAVD 88     -       538.96   (+/-2cm)    1768.2    (feet)  VERTCON   
 GR1045  ___________________________________________________________________
 GR1045  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GR1045
 GR1045  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1045
 GR1045.The horizontal coordinates were scaled from a topographic map and have
 GR1045.an estimated accuracy of +/- 6 seconds.
 GR1045
 GR1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1045.The vertical order pertains to the NGVD 29 superseded value.
 GR1045
 GR1045.The geoid height was determined by GEOID03.
 GR1045
 GR1045;                    North         East    Units  Estimated Accuracy
 GR1045;SPC NV E     - 8,149,890.      245,770.      MT  (+/- 180 meters Scaled)
 GR1045
 GR1045                          SUPERSEDED SURVEY CONTROL
 GR1045
 GR1045  NGVD 29 (??/??/92)  538.280  (m)         1766.01   (f) ADJ UNCH    1 2
 GR1045
 GR1045.Superseded values are not recommended for survey control.
 GR1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1045.See file dsdata.txt to determine how the superseded data were derived.
 GR1045
 GR1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV732967(NAD 83)
 GR1045_MARKER: DB = BENCH MARK DISK
 GR1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1045_STAMPING: C 370 1963
 GR1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1045+STABILITY: SURFACE MOTION
 GR1045
 GR1045  HISTORY     - Date     Condition        Report By
 GR1045  HISTORY     - 1963     MONUMENTED       CGS
 GR1045  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1045
 GR1045                          STATION DESCRIPTION
 GR1045
 GR1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1045'2.0 MI W FROM EAST LAS VEGAS.
 GR1045'0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT EAST
 GR1045'LAS VEGAS, THENCE 1.45 MILES WEST ALONG TROPICANA AVENUE, AT THE
 GR1045'JUNCTION OF TITANIUM STREET SOUTH, 34 FEET SOUTH OF THE CENTER LINE OF
 GR1045'THE AVEVNUE, 33 FEET EAST OF THE CENTER LINE OF THE STREET, 1 1/2 FEET
 GR1045'EAST OF TELEPHONE POLE 2649, 2.0 FEET WEST OF A WITNESS POST, ABOUT
 GR1045'LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 GR1045'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GR1045
 GR1045                          STATION RECOVERY (1996)
 GR1045
 GR1045'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1172 ***********************************************************************
 GR1172  DESIGNATION -  C 371
 GR1172  PID         -  GR1172
 GR1172  STATE/COUNTY-  NV/CLARK
 GR1172  USGS QUAD   -  CORN CREEK SPRINGS NW (1974)
 GR1172
 GR1172                         *CURRENT SURVEY CONTROL
 GR1172  ___________________________________________________________________
 GR1172* NAD 83(1986)-  36 24 55.     (N)    115 27 04.     (W)     SCALED    
 GR1172* NAVD 88     -      1058.708  (meters)    3473.44   (feet)  ADJUSTED  
 GR1172  ___________________________________________________________________
 GR1172  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GR1172  DYNAMIC HT  -        1057.550 (meters)    3469.65  (feet)  COMP
 GR1172  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 GR1172
 GR1172  VERT ORDER  -  FIRST     CLASS II
 GR1172
 GR1172.The horizontal coordinates were scaled from a topographic map and have
 GR1172.an estimated accuracy of +/- 6 seconds.
 GR1172
 GR1172.The orthometric height was determined by differential leveling
 GR1172.and adjusted by the National Geodetic Survey in June 1991..
 GR1172
 GR1172.The geoid height was determined by GEOID03.
 GR1172
 GR1172.The dynamic height is computed by dividing the NAVD 88
 GR1172.geopotential number by the normal gravity value computed on the
 GR1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1172.degrees latitude (g = 980.6199 gals.).
 GR1172
 GR1172.The modeled gravity was interpolated from observed gravity values.
 GR1172
 GR1172;                    North         East    Units  Estimated Accuracy
 GR1172;SPC NV E     - 8,184,750.      211,860.      MT  (+/- 180 meters Scaled)
 GR1172
 GR1172                          SUPERSEDED SURVEY CONTROL
 GR1172
 GR1172  NGVD 29 (05/01/91) 1057.907  (m)         3470.82   (f) ADJUSTED    1 2
 GR1172
 GR1172.Superseded values are not recommended for survey control.
 GR1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1172.See file dsdata.txt to determine how the superseded data were derived.
 GR1172
 GR1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA388311(NAD 83)
 GR1172_MARKER: DB = BENCH MARK DISK
 GR1172_SETTING: 66 = SET IN ROCK OUTCROP
 GR1172_SP_SET: OUTCROP LEDGE
 GR1172_STAMPING: C 371 1963
 GR1172_MARK LOGO: CGS   
 GR1172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1172+STABILITY: POSITION/ELEVATION WELL
 GR1172
 GR1172  HISTORY     - Date     Condition        Report By
 GR1172  HISTORY     - 1963     MONUMENTED       CGS
 GR1172  HISTORY     - 1980     GOOD             NGS
 GR1172  HISTORY     - 1983     GOOD             NGS
 GR1172  HISTORY     - 20020413 GOOD             USGS-R
 GR1172
 GR1172                          STATION DESCRIPTION
 GR1172
 GR1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1172'26.4 MI NW FROM LAS VEGAS.
 GR1172'24.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1172'RAILROAD STATION AT LAS VEGAS, THENCE 1.75 MILES WEST ALONG A TRACK
 GR1172'ROAD AND POWER LINE, ON THE NORTH SIDE OF A ROCKY RIDGE, IN THE TOP OF
 GR1172'A LEDGE OF OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND,
 GR1172'331 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 241.5 FEET WEST OF
 GR1172'BENCH MARK B 371, 342 FEET SOUTH AND ACROSS THE ROAD FROM POWER POLE
 GR1172'13, AND ABOUT LEVEL WITH THE ROAD.
 GR1172
 GR1172                          STATION RECOVERY (1980)
 GR1172
 GR1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1172'2.1 KILOMETERS (1.3 MILES) WEST ALONG BONANZA ROAD FROM ITS JUNCTION
 GR1172'WITH THE INTERSTATE HIGHWAY 15 OVERPASS IN LAS VEGAS, THENCE 34.8
 GR1172'KILOMETERS (21.65 MILES) NORTHWEST ALONG RANCHO DRIVE (U. S. HIGHWAY
 GR1172'95), THENCE 2.8 KILOMETERS (1.75 MILES) WEST ALONG A GRAVEL ROAD,
 GR1172'2.2 KILOMETERS (1.4 MILES) WEST OF AN ELECTRICAL SUBSTATION, ON THE
 GR1172'NORTH SIDE OF A ROCKY RIDGE, IN TOP OF A LEDGE OF OUTCROP, 100.8
 GR1172'METERS (331 FEET) SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, 104.2
 GR1172'METERS (342 FEET) SOUTH OF AND ACROSS THE ROAD FROM POWER POLE 13
 GR1172'AND 73.6 METERS (241.5 FEET) WEST OF BENCH MARK B 371.
 GR1172'THE MARK IS ABOVE LEVEL WITH ROAD.
 GR1172
 GR1172                          STATION RECOVERY (1983)
 GR1172
 GR1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR1172'RECOVERED IN GOOD CONDITION.
 GR1172
 GR1172                          STATION RECOVERY (2002)
 GR1172
 GR1172'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2002 (DPB)
 GR1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0244 ***********************************************************************
 KR0244  DESIGNATION -  C 372
 KR0244  PID         -  KR0244
 KR0244  STATE/COUNTY-  NV/CHURCHILL
 KR0244  USGS QUAD   -  GRIMES POINT (1985)
 KR0244
 KR0244                         *CURRENT SURVEY CONTROL
 KR0244  ___________________________________________________________________
 KR0244* NAD 83(1986)-  39 26 29.     (N)    118 43 33.     (W)     SCALED    
 KR0244* NAVD 88     -      1203.159  (meters)    3947.36   (feet)  ADJUSTED  
 KR0244  ___________________________________________________________________
 KR0244  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 KR0244  DYNAMIC HT  -        1202.118 (meters)    3943.95  (feet)  COMP
 KR0244  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 KR0244
 KR0244  VERT ORDER  -  FIRST     CLASS II
 KR0244
 KR0244.The horizontal coordinates were scaled from a topographic map and have
 KR0244.an estimated accuracy of +/- 6 seconds.
 KR0244
 KR0244.The orthometric height was determined by differential leveling
 KR0244.and adjusted by the National Geodetic Survey in June 1991..
 KR0244
 KR0244.The geoid height was determined by GEOID03.
 KR0244
 KR0244.The dynamic height is computed by dividing the NAVD 88
 KR0244.geopotential number by the normal gravity value computed on the
 KR0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0244.degrees latitude (g = 980.6199 gals.).
 KR0244
 KR0244.The modeled gravity was interpolated from observed gravity values.
 KR0244
 KR0244;                    North         East    Units  Estimated Accuracy
 KR0244;SPC NV W     - 4,520,610.      787,730.      MT  (+/- 180 meters Scaled)
 KR0244
 KR0244                          SUPERSEDED SURVEY CONTROL
 KR0244
 KR0244  NGVD 29 (??/??/92) 1202.199  (m)         3944.21   (f) ADJ UNCH    1 2
 KR0244
 KR0244.Superseded values are not recommended for survey control.
 KR0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0244.See file dsdata.txt to determine how the superseded data were derived.
 KR0244
 KR0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD514671(NAD 83)
 KR0244_MARKER: DB = BENCH MARK DISK
 KR0244_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KR0244_SP_SET: 39 FT
 KR0244_STAMPING: C 372 1967
 KR0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0244
 KR0244  HISTORY     - Date     Condition        Report By
 KR0244  HISTORY     - 1967     MONUMENTED       CGS
 KR0244
 KR0244                          STATION DESCRIPTION
 KR0244
 KR0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KR0244'4.45 MI SE FROM FALLON.
 KR0244'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0244'FROM THE CITY HALL AT FALLON, THENCE 0.25 MILE SOUTH ALONG SHERMAN
 KR0244'STREET, THENCE 0.2 MILE EAST ALONG STILLWATER AVENUE, THENCE 0.8 MILE
 KR0244'SOUTH ALONG A PAVED ROAD WHICH WAS FORMERLY U.S. HIGHWAY 50 ALTERNATE,
 KR0244'THENCE 2.3 MILES SOUTHEAST ALONG A PAVED ROAD TO THE NORTH GATE OF THE
 KR0244'FALLON NAVAL AIR STATION, THENCE 0.4 MILE SOUTH ALONG A SERVICE ROAD
 KR0244'FOR THE FALLON NAVAL AIR STATION, IN SECTION 9, T 18 N, R 29 E, 56
 KR0244'FEET WEST OF THE CENTER LINE OF THE ROAD, 9 FEET NORTH OF THE CENTER
 KR0244'OF A WIRE GATE, 1 1/2 FEET EAST OF A FENCE, 0.7 FOOT NORTH OF A METAL
 KR0244'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP
 KR0244'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 39 FEET
 KR0244'AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0036 ***********************************************************************
 HQ0036  DESIGNATION -  C 373
 HQ0036  PID         -  HQ0036
 HQ0036  STATE/COUNTY-  NV/NYE
 HQ0036  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0036
 HQ0036                         *CURRENT SURVEY CONTROL
 HQ0036  ___________________________________________________________________
 HQ0036* NAD 83(1986)-  37 49 38.     (N)    116 39 31.     (W)     SCALED    
 HQ0036* NAVD 88     -      1658.411  (meters)    5440.97   (feet)  ADJUSTED  
 HQ0036  ___________________________________________________________________
 HQ0036  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0036  DYNAMIC HT  -        1656.541 (meters)    5434.83  (feet)  COMP
 HQ0036  MODELED GRAV-     979,443.8   (mgal)                       NAVD 88
 HQ0036
 HQ0036  VERT ORDER  -  FIRST     CLASS II
 HQ0036
 HQ0036.The horizontal coordinates were scaled from a topographic map and have
 HQ0036.an estimated accuracy of +/- 6 seconds.
 HQ0036
 HQ0036.The orthometric height was determined by differential leveling
 HQ0036.and adjusted by the National Geodetic Survey in June 1991..
 HQ0036
 HQ0036.The geoid height was determined by GEOID03.
 HQ0036
 HQ0036.The dynamic height is computed by dividing the NAVD 88
 HQ0036.geopotential number by the normal gravity value computed on the
 HQ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0036.degrees latitude (g = 980.6199 gals.).
 HQ0036
 HQ0036.The modeled gravity was interpolated from observed gravity values.
 HQ0036
 HQ0036;                    North         East    Units  Estimated Accuracy
 HQ0036;SPC NV C     - 6,341,430.      500,710.      MT  (+/- 180 meters Scaled)
 HQ0036
 HQ0036                          SUPERSEDED SURVEY CONTROL
 HQ0036
 HQ0036.No superseded survey control is available for this station.
 HQ0036
 HQ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB300867(NAD 83)
 HQ0036_MARKER: DB = BENCH MARK DISK
 HQ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0036_STAMPING: C 373 1968
 HQ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0036+STABILITY: SURFACE MOTION
 HQ0036
 HQ0036  HISTORY     - Date     Condition        Report By
 HQ0036  HISTORY     - 1968     MONUMENTED       CGS
 HQ0036
 HQ0036                          STATION DESCRIPTION
 HQ0036
 HQ0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0036'9 MI SE FROM TONOPAH TEST RANGE.
 HQ0036'1.1 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM POINT ABLE AT
 HQ0036'TONOPAH TEST RANGE, THENCE 3.7 MILES EAST ALONG A GRAVELED ROAD,
 HQ0036'THENCE 4.2 MILES SOUTH ALONG A GRAVELED ROAD, 1.15 MILES SOUTH
 HQ0036'OF TRIANGULATION STATION CONTRAVES 13, 1.1 MILES NORTH OF
 HQ0036'TRIANGULATION STATION STATION 28, 61 FEET WEST OF THE CENTER
 HQ0036'LINE OF THE ROAD, 2.6 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 HQ0036'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HQ0036'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1380 ***********************************************************************
 KR1380  DESIGNATION -  C 374
 KR1380  PID         -  KR1380
 KR1380  STATE/COUNTY-  NV/WASHOE
 KR1380  USGS QUAD   -  VERDI (1982)
 KR1380
 KR1380                         *CURRENT SURVEY CONTROL
 KR1380  ___________________________________________________________________
 KR1380* NAD 83(1986)-  39 30 42.     (N)    119 59 36.     (W)     SCALED    
 KR1380* NAVD 88     -      1500.863  (meters)    4924.08   (feet)  ADJUSTED  
 KR1380  ___________________________________________________________________
 KR1380  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 KR1380  DYNAMIC HT  -        1499.466 (meters)    4919.50  (feet)  COMP
 KR1380  MODELED GRAV-     979,643.4   (mgal)                       NAVD 88
 KR1380
 KR1380  VERT ORDER  -  FIRST     CLASS I
 KR1380
 KR1380.The horizontal coordinates were scaled from a topographic map and have
 KR1380.an estimated accuracy of +/- 6 seconds.
 KR1380
 KR1380.The orthometric height was determined by differential leveling
 KR1380.and adjusted by the National Geodetic Survey in June 1991..
 KR1380
 KR1380.The geoid height was determined by GEOID03.
 KR1380
 KR1380.The dynamic height is computed by dividing the NAVD 88
 KR1380.geopotential number by the normal gravity value computed on the
 KR1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1380.degrees latitude (g = 980.6199 gals.).
 KR1380
 KR1380.The modeled gravity was interpolated from observed gravity values.
 KR1380
 KR1380;                    North         East    Units  Estimated Accuracy
 KR1380;SPC NV W     - 4,529,350.      678,750.      MT  (+/- 180 meters Scaled)
 KR1380
 KR1380                          SUPERSEDED SURVEY CONTROL
 KR1380
 KR1380  NGVD 29 (??/??/92) 1499.74   (m)         4920.4    (f) COMPUTED    1 1
 KR1380
 KR1380.Superseded values are not recommended for survey control.
 KR1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1380.See file dsdata.txt to determine how the superseded data were derived.
 KR1380
 KR1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD426778(NAD 83)
 KR1380_MARKER: DB = BENCH MARK DISK
 KR1380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1380_SP_SET: PIER
 KR1380_STAMPING: C 374 1969
 KR1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1380
 KR1380  HISTORY     - Date     Condition        Report By
 KR1380  HISTORY     - 1969     MONUMENTED       CGS
 KR1380
 KR1380                          STATION DESCRIPTION
 KR1380
 KR1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KR1380'0.6 MI S FROM VERDI.
 KR1380'0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1380'CROSSING OF BRIDGE STREET AT VERDI, 0.15 MILE NORTH OF THE CROSSING OF
 KR1380'AN ASPHALT ROAD AND VERDI SIDING SIGN, 4 1/2 POLES SOUTH OF MILEPOLE
 KR1380'232, AT THE NORTH ONE OF TWO INTERSTATE HIGHWAY 80 OVERPASSES, SET
 KR1380'VERTICALLY IN THE EAST FACE OF THE NORTH CONCRETE PIER WEST OF THE
 KR1380'EASTBOUND TRACK, 8.9 FEET WEST OF THE WEST RAIL OF THE EASTBOUND
 KR1380'TRACK, 1.7 FEET SOUTH OF THE NORTHEAST CORNER OF THE PIER, ABOUT 3
 KR1380'FEET HIGHER THAN THE TRACK AND 3.5 FEET ABOVE THE GROUND. SECTION 17,
 KR1380'T19N, R18E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0588 ***********************************************************************
 KR0588  DESIGNATION -  C 375
 KR0588  PID         -  KR0588
 KR0588  STATE/COUNTY-  NV/LYON
 KR0588  USGS QUAD   -  FERNLEY WEST (1985)
 KR0588
 KR0588                         *CURRENT SURVEY CONTROL
 KR0588  ___________________________________________________________________
 KR0588* NAD 83(1986)-  39 36 46.     (N)    119 16 07.     (W)     SCALED    
 KR0588* NAVD 88     -      1267.719  (meters)    4159.17   (feet)  ADJUSTED  
 KR0588  ___________________________________________________________________
 KR0588  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR0588  DYNAMIC HT  -        1266.622 (meters)    4155.58  (feet)  COMP
 KR0588  MODELED GRAV-     979,717.5   (mgal)                       NAVD 88
 KR0588
 KR0588  VERT ORDER  -  FIRST     CLASS I
 KR0588
 KR0588.The horizontal coordinates were scaled from a topographic map and have
 KR0588.an estimated accuracy of +/- 6 seconds.
 KR0588
 KR0588.The orthometric height was determined by differential leveling
 KR0588.and adjusted by the National Geodetic Survey in June 1991..
 KR0588
 KR0588.The geoid height was determined by GEOID03.
 KR0588
 KR0588.The dynamic height is computed by dividing the NAVD 88
 KR0588.geopotential number by the normal gravity value computed on the
 KR0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0588.degrees latitude (g = 980.6199 gals.).
 KR0588
 KR0588.The modeled gravity was interpolated from observed gravity values.
 KR0588
 KR0588;                    North         East    Units  Estimated Accuracy
 KR0588;SPC NV W     - 4,539,850.      741,160.      MT  (+/- 180 meters Scaled)
 KR0588
 KR0588                          SUPERSEDED SURVEY CONTROL
 KR0588
 KR0588  NGVD 29 (??/??/92) 1266.743  (m)         4155.97   (f) ADJ UNCH    1 1
 KR0588
 KR0588.Superseded values are not recommended for survey control.
 KR0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0588.See file dsdata.txt to determine how the superseded data were derived.
 KR0588
 KR0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD052872(NAD 83)
 KR0588_MARKER: DB = BENCH MARK DISK
 KR0588_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KR0588_SP_SET: CULVERT HEADWALL
 KR0588_STAMPING: C 375 1969
 KR0588_MARK LOGO: CGS   
 KR0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0588+STABILITY: SURFACE MOTION
 KR0588
 KR0588  HISTORY     - Date     Condition        Report By
 KR0588  HISTORY     - 1969     MONUMENTED       CGS
 KR0588  HISTORY     - 1986     GOOD             NGS
 KR0588
 KR0588                          STATION DESCRIPTION
 KR0588
 KR0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KR0588'0.95 MI W FROM FERNLEY.
 KR0588'0.95 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0588'STATION AT FERNLEY, 0.2 MILE WEST OF THE MAIN STREET (FORMER U.S.
 KR0588'HIGHWAY 40) UNDERPASS, 6 POLES EAST OF MILEPOLE 275, AT THE CROSSING
 KR0588'OF AN IRRIGATION CANAL, IN THE TOP AND 1.2 FEET WEST OF THE EAST END
 KR0588'OF THE NORTH CONCRETE HEAD WALL OF A PIPE CULVERT, 42.0 FEET NORTH OF
 KR0588'THE NORTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  SECTION 10, T
 KR0588'20N, R 24E.
 KR0588
 KR0588                          STATION RECOVERY (1986)
 KR0588
 KR0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0588'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.92 KM (1.19
 KR0588'MI) NORTHWEST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0588'FERNLEY, THENCE 0.30 KM (0.18 MI) WEST ALONG A GRAVEL ROAD FOLLOWING
 KR0588'THE NORTH SIDE OF THE SOUTHERN PACIFIC RAILROAD, 0.4 METER (1.2 FT)
 KR0588'WEST OF THE EAST END OF THE NORTH HEADWALL OF A 24-INCH METAL CULVERT
 KR0588'UNDER THE RAILROAD AND THE GRAVEL ROAD, 3.0 METERS (10 FT) NORTH OF
 KR0588'THE CENTER OF THE ROAD, 12.8 METERS (42 FT) NORTH OF THE NORTH RAIL.
 KR0588'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0280 ***********************************************************************
 LQ0280  DESIGNATION -  C 38
 LQ0280  PID         -  LQ0280
 LQ0280  STATE/COUNTY-  NV/ELKO
 LQ0280  USGS QUAD   -  VENTOSA (1980)
 LQ0280
 LQ0280                         *CURRENT SURVEY CONTROL
 LQ0280  ___________________________________________________________________
 LQ0280* NAD 83(1986)-  40 50 59.     (N)    114 47 09.     (W)     SCALED    
 LQ0280* NAVD 88     -      1704.599  (meters)    5592.51   (feet)  ADJUSTED  
 LQ0280  ___________________________________________________________________
 LQ0280  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 LQ0280  DYNAMIC HT  -        1703.150 (meters)    5587.75  (feet)  COMP
 LQ0280  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 LQ0280
 LQ0280  VERT ORDER  -  SECOND    CLASS 0
 LQ0280
 LQ0280.The horizontal coordinates were scaled from a topographic map and have
 LQ0280.an estimated accuracy of +/- 6 seconds.
 LQ0280
 LQ0280.The orthometric height was determined by differential leveling
 LQ0280.and adjusted by the National Geodetic Survey in June 1991..
 LQ0280
 LQ0280.The geoid height was determined by GEOID03.
 LQ0280
 LQ0280.The dynamic height is computed by dividing the NAVD 88
 LQ0280.geopotential number by the normal gravity value computed on the
 LQ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0280.degrees latitude (g = 980.6199 gals.).
 LQ0280
 LQ0280.The modeled gravity was interpolated from observed gravity values.
 LQ0280
 LQ0280;                    North         East    Units  Estimated Accuracy
 LQ0280;SPC NV E     - 8,677,270.      267,240.      MT  (+/- 180 meters Scaled)
 LQ0280
 LQ0280                          SUPERSEDED SURVEY CONTROL
 LQ0280
 LQ0280  NGVD 29 (??/??/92) 1703.470  (m)         5588.80   (f) ADJ UNCH    2 0
 LQ0280
 LQ0280.Superseded values are not recommended for survey control.
 LQ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0280.See file dsdata.txt to determine how the superseded data were derived.
 LQ0280
 LQ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF866244(NAD 83)
 LQ0280_MARKER: DB = BENCH MARK DISK
 LQ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0280_STAMPING: C 38 1934
 LQ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0280+STABILITY: SURFACE MOTION
 LQ0280
 LQ0280  HISTORY     - Date     Condition        Report By
 LQ0280  HISTORY     - 1934     MONUMENTED       CGS
 LQ0280
 LQ0280                          STATION DESCRIPTION
 LQ0280
 LQ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0280'23.4 MI E FROM WELLS.
 LQ0280'23.4 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 LQ0280'AT WELLS, ELKO COUNTY, 3 FEET SOUTH OF MILEPOST 740, 54 FEET SOUTH OF
 LQ0280'THE CENTERLINE OF THE TRACK, AT THE NORTH EDGE OF A DIM WAGON ROAD,
 LQ0280'AND ABOUT 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED C 38
 LQ0280'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0402 ***********************************************************************
 JQ0402  DESIGNATION -  C 381
 JQ0402  PID         -  JQ0402
 JQ0402  STATE/COUNTY-  NV/NYE
 JQ0402  USGS QUAD   -  GABBS (1988)
 JQ0402
 JQ0402                         *CURRENT SURVEY CONTROL
 JQ0402  ___________________________________________________________________
 JQ0402* NAD 83(1986)-  38 50 46.     (N)    117 56 13.     (W)     SCALED    
 JQ0402* NAVD 88     -      1392.970  (meters)    4570.10   (feet)  ADJUSTED  
 JQ0402  ___________________________________________________________________
 JQ0402  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 JQ0402  DYNAMIC HT  -        1391.613 (meters)    4565.65  (feet)  COMP
 JQ0402  MODELED GRAV-     979,605.1   (mgal)                       NAVD 88
 JQ0402
 JQ0402  VERT ORDER  -  FIRST     CLASS II
 JQ0402
 JQ0402.The horizontal coordinates were scaled from a topographic map and have
 JQ0402.an estimated accuracy of +/- 6 seconds.
 JQ0402
 JQ0402.The orthometric height was determined by differential leveling
 JQ0402.and adjusted by the National Geodetic Survey in June 1991..
 JQ0402
 JQ0402.The geoid height was determined by GEOID03.
 JQ0402
 JQ0402.The dynamic height is computed by dividing the NAVD 88
 JQ0402.geopotential number by the normal gravity value computed on the
 JQ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0402.degrees latitude (g = 980.6199 gals.).
 JQ0402
 JQ0402.The modeled gravity was interpolated from observed gravity values.
 JQ0402
 JQ0402;                    North         East    Units  Estimated Accuracy
 JQ0402;SPC NV C     - 6,455,280.      389,730.      MT  (+/- 180 meters Scaled)
 JQ0402
 JQ0402                          SUPERSEDED SURVEY CONTROL
 JQ0402
 JQ0402  NGVD 29 (??/??/92) 1391.963  (m)         4566.80   (f) ADJ UNCH    1 2
 JQ0402
 JQ0402.Superseded values are not recommended for survey control.
 JQ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0402.See file dsdata.txt to determine how the superseded data were derived.
 JQ0402
 JQ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD186001(NAD 83)
 JQ0402_MARKER: DB = BENCH MARK DISK
 JQ0402_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0402_SP_SET: HEADWALL
 JQ0402_STAMPING: C 381 1955
 JQ0402_MARK LOGO: CGS   
 JQ0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0402+STABILITY: SURFACE MOTION
 JQ0402
 JQ0402  HISTORY     - Date     Condition        Report By
 JQ0402  HISTORY     - 1955     MONUMENTED       CGS
 JQ0402  HISTORY     - 1984     GOOD             NGS
 JQ0402
 JQ0402                          STATION DESCRIPTION
 JQ0402
 JQ0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JQ0402'1.9 MI SW FROM GABBS.
 JQ0402'0.4 MILE SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS, THENCE
 JQ0402'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 23, 1.3 MILES SOUTH ALONG A
 JQ0402'GRAVELED ROAD FROM B.M. K 131, 0.15 MILE SOUTHWEST OF THE Y JUNCTION
 JQ0402'OF A GRAVELED ROAD LEADING NORTH, 0.4 MILE NORTHEAST OF THE E1 RANCHO
 JQ0402'BAR, AT QUADRUPLE 36-INCH CONCRETE PIPE CULVERT E 377+50, IN THE TOP
 JQ0402'OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL, 24 1/2 FEET
 JQ0402'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER
 JQ0402'THAN THE HIGHWAY.
 JQ0402
 JQ0402                          STATION RECOVERY (1984)
 JQ0402
 JQ0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0402'RECOVERED IN GOOD CONDITION.  NOTE--STATE HIGHWAY 23 IS NOW STATE
 JQ0402'HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0387 ***********************************************************************
 JQ0387  DESIGNATION -  C 382
 JQ0387  PID         -  JQ0387
 JQ0387  STATE/COUNTY-  NV/NYE
 JQ0387  USGS QUAD   -  DOWNEYVILLE (1988)
 JQ0387
 JQ0387                         *CURRENT SURVEY CONTROL
 JQ0387  ___________________________________________________________________
 JQ0387* NAD 83(1986)-  38 56 52.     (N)    117 57 39.     (W)     SCALED    
 JQ0387* NAVD 88     -      1449.542  (meters)    4755.71   (feet)  ADJUSTED  
 JQ0387  ___________________________________________________________________
 JQ0387  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 JQ0387  DYNAMIC HT  -        1448.114 (meters)    4751.02  (feet)  COMP
 JQ0387  MODELED GRAV-     979,593.0   (mgal)                       NAVD 88
 JQ0387
 JQ0387  VERT ORDER  -  FIRST     CLASS II
 JQ0387
 JQ0387.The horizontal coordinates were scaled from a topographic map and have
 JQ0387.an estimated accuracy of +/- 6 seconds.
 JQ0387
 JQ0387.The orthometric height was determined by differential leveling
 JQ0387.and adjusted by the National Geodetic Survey in June 1991..
 JQ0387
 JQ0387.The geoid height was determined by GEOID03.
 JQ0387
 JQ0387.The dynamic height is computed by dividing the NAVD 88
 JQ0387.geopotential number by the normal gravity value computed on the
 JQ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0387.degrees latitude (g = 980.6199 gals.).
 JQ0387
 JQ0387.The modeled gravity was interpolated from observed gravity values.
 JQ0387
 JQ0387;                    North         East    Units  Estimated Accuracy
 JQ0387;SPC NV C     - 6,466,600.      387,820.      MT  (+/- 180 meters Scaled)
 JQ0387
 JQ0387                          SUPERSEDED SURVEY CONTROL
 JQ0387
 JQ0387  NGVD 29 (??/??/92) 1448.479  (m)         4752.22   (f) ADJ UNCH    1 2
 JQ0387
 JQ0387.Superseded values are not recommended for survey control.
 JQ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0387.See file dsdata.txt to determine how the superseded data were derived.
 JQ0387
 JQ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD167114(NAD 83)
 JQ0387_MARKER: DB = BENCH MARK DISK
 JQ0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0387_STAMPING: C 382 1955
 JQ0387_MARK LOGO: CGS   
 JQ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0387+STABILITY: SURFACE MOTION
 JQ0387
 JQ0387  HISTORY     - Date     Condition        Report By
 JQ0387  HISTORY     - 1955     MONUMENTED       CGS
 JQ0387  HISTORY     - 1984     GOOD             NGS
 JQ0387
 JQ0387                          STATION DESCRIPTION
 JQ0387
 JQ0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JQ0387'6.2 MI N FROM GABBS.
 JQ0387'0.3 MILE NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JQ0387'THENCE 5.9 MILES NORTH ALONG STATE HIGHWAY 23, 0.4 MILE SOUTHEAST OF
 JQ0387'THE INTERSECTION OFN OF A GRAVELED ROAD LEADING NORTHEAST TO THE GABBS
 JQ0387'EXPLORATION COMPANY AND A GRADED ROAD LEADING SOUTHWEST, 79 FEET
 JQ0387'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 53.7 FEET EAST OF THE
 JQ0387'CENTER OF THE EAST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 2.0
 JQ0387'FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY,
 JQ0387'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 JQ0387'GROUND.
 JQ0387
 JQ0387                          STATION RECOVERY (1984)
 JQ0387
 JQ0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0387'RECOVERED IN GOOD CONDITION.  NOTE--STATE HIGHWAY 23 IS NOW STATE
 JQ0387'HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0342 ***********************************************************************
 KQ0342  DESIGNATION -  C 383
 KQ0342  PID         -  KQ0342
 KQ0342  STATE/COUNTY-  NV/CHURCHILL
 KQ0342  USGS QUAD   -  EASTGATE (1969)
 KQ0342
 KQ0342                         *CURRENT SURVEY CONTROL
 KQ0342  ___________________________________________________________________
 KQ0342* NAD 83(1986)-  39 17 43.     (N)    117 58 30.     (W)     SCALED    
 KQ0342* NAVD 88     -      1444.85   (+/-2cm)    4740.3    (feet)  VERTCON   
 KQ0342  ___________________________________________________________________
 KQ0342  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 KQ0342
 KQ0342  VERT ORDER  -  FIRST     CLASS II (See Below)
 KQ0342
 KQ0342.The horizontal coordinates were scaled from a topographic map and have
 KQ0342.an estimated accuracy of +/- 6 seconds.
 KQ0342
 KQ0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0342.The vertical order pertains to the NGVD 29 superseded value.
 KQ0342
 KQ0342.The geoid height was determined by GEOID03.
 KQ0342
 KQ0342;                    North         East    Units  Estimated Accuracy
 KQ0342;SPC NV W     - 4,504,550.      852,470.      MT  (+/- 180 meters Scaled)
 KQ0342
 KQ0342                          SUPERSEDED SURVEY CONTROL
 KQ0342
 KQ0342  NGVD 29 (??/??/92) 1443.804  (m)         4736.88   (f) ADJ UNCH    1 2
 KQ0342
 KQ0342.Superseded values are not recommended for survey control.
 KQ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0342.See file dsdata.txt to determine how the superseded data were derived.
 KQ0342
 KQ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD159499(NAD 83)
 KQ0342_MARKER: DB = BENCH MARK DISK
 KQ0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0342_STAMPING: C 383 1955
 KQ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0342+STABILITY: SURFACE MOTION
 KQ0342
 KQ0342  HISTORY     - Date     Condition        Report By
 KQ0342  HISTORY     - 1955     MONUMENTED       CGS
 KQ0342  HISTORY     - 1967     MARK NOT FOUND   NGS
 KQ0342  HISTORY     - 1984     MARK NOT FOUND   NGS
 KQ0342
 KQ0342                          STATION DESCRIPTION
 KQ0342
 KQ0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0342'5.3 MI W FROM EASTGATE.
 KQ0342'5.3 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE BAR AND SERVICE STATION
 KQ0342'AT EASTGATE, 71.8 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 KQ0342'59.3 FEET WEST OF THE CENTER OF THE NORTHWEST END OF A 42-INCH
 KQ0342'CORRUGATED METAL PIPE CULVERT, 20 1/2 FEET SOUTHWEST OF THE
 KQ0342'APPROXIMATE CENTER OF A DRY WASH, 2.1 FEET SOUTHEAST OF A WITNESS
 KQ0342'POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 KQ0342'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KQ0342
 KQ0342                          STATION RECOVERY (1967)
 KQ0342
 KQ0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KQ0342'MARK NOT FOUND.
 KQ0342
 KQ0342                          STATION RECOVERY (1984)
 KQ0342
 KQ0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0342'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0343 ***********************************************************************
 KQ0343  DESIGNATION -  C 383 RESET
 KQ0343  PID         -  KQ0343
 KQ0343  STATE/COUNTY-  NV/CHURCHILL
 KQ0343  USGS QUAD   -  EASTGATE (1969)
 KQ0343
 KQ0343                         *CURRENT SURVEY CONTROL
 KQ0343  ___________________________________________________________________
 KQ0343* NAD 83(1986)-  39 17 44.     (N)    117 58 30.     (W)     SCALED    
 KQ0343* NAVD 88     -      1444.904  (meters)    4740.49   (feet)  ADJUSTED  
 KQ0343  ___________________________________________________________________
 KQ0343  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 KQ0343  DYNAMIC HT  -        1443.520 (meters)    4735.95  (feet)  COMP
 KQ0343  MODELED GRAV-     979,619.0   (mgal)                       NAVD 88
 KQ0343
 KQ0343  VERT ORDER  -  FIRST     CLASS II
 KQ0343
 KQ0343.The horizontal coordinates were scaled from a topographic map and have
 KQ0343.an estimated accuracy of +/- 6 seconds.
 KQ0343
 KQ0343.The orthometric height was determined by differential leveling
 KQ0343.and adjusted by the National Geodetic Survey in June 1991..
 KQ0343
 KQ0343.The geoid height was determined by GEOID03.
 KQ0343
 KQ0343.The dynamic height is computed by dividing the NAVD 88
 KQ0343.geopotential number by the normal gravity value computed on the
 KQ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0343.degrees latitude (g = 980.6199 gals.).
 KQ0343
 KQ0343.The modeled gravity was interpolated from observed gravity values.
 KQ0343
 KQ0343;                    North         East    Units  Estimated Accuracy
 KQ0343;SPC NV W     - 4,504,580.      852,470.      MT  (+/- 180 meters Scaled)
 KQ0343
 KQ0343                          SUPERSEDED SURVEY CONTROL
 KQ0343
 KQ0343  NGVD 29 (??/??/92) 1443.857  (m)         4737.05   (f) ADJ UNCH    1 2
 KQ0343
 KQ0343.Superseded values are not recommended for survey control.
 KQ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0343.See file dsdata.txt to determine how the superseded data were derived.
 KQ0343
 KQ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD159500(NAD 83)
 KQ0343_MARKER: DB = BENCH MARK DISK
 KQ0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0343_STAMPING: C 383 RESET 1963
 KQ0343_MARK LOGO: CGS   
 KQ0343_PROJECTION: PROJECTING 15 CENTIMETERS
 KQ0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0343+STABILITY: SURFACE MOTION
 KQ0343
 KQ0343  HISTORY     - Date     Condition        Report By
 KQ0343  HISTORY     - 1963     MONUMENTED       NVDH
 KQ0343  HISTORY     - 1967     GOOD             NGS
 KQ0343  HISTORY     - 1984     GOOD             NGS
 KQ0343
 KQ0343                          STATION DESCRIPTION
 KQ0343
 KQ0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KQ0343'5.3 MI W FROM EASTGATE.
 KQ0343'ABOUT 5.3 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KQ0343'EASTGATE, IN SECTION 31, T 17 N, R 36 E, 145 FEET NORTH OF THE CENTER
 KQ0343'LINE OF NEW U.S. HIGHWAY 50, 229 FEET NORTH AND ACROSS NEW U.S.
 KQ0343'HIGHWAY 50 FROM THE CENTER LINE OF OLD U.S. HIGHWAY 50, 67 FEET NORTH
 KQ0343'OF A FENCE, 59 FEET SOUTH OF THE SOUTH EDGE OF A DEEP GULLY, 2.1 FEET
 KQ0343'SOUTH OF A WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 KQ0343'NEW HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 KQ0343'INCHES.
 KQ0343
 KQ0343                          STATION RECOVERY (1984)
 KQ0343
 KQ0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0343'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM
 KQ0343'(4.9 MI) WEST ALONG STATE HIGHWAY 722 FROM THE SERVICE STATION AND BAR
 KQ0343'AT EASTGATE, THENCE 0.55 KM (0.35 MI) WEST ALONG US HIGHWAY 50,
 KQ0343'43.9 METERS (144 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 25.5 METERS
 KQ0343'(83.5 FT) NORTH OF THE NORTHEAST END OF A TRIPLE WOODEN BRACE IN THE
 KQ0343'RIGHT OF WAY FENCE, 20.5 METERS (66.5 FT) NORTHWEST OF THE RIGHT OF
 KQ0343'WAY FENCE AND 3.6 METERS (12 FT) NORTHEAST OF THE EXTENDED CENTER OF A
 KQ0343'CROSSOVER ROAD BETWEEN THE OLD AND THE NEW HIGHWAYS.
 KQ0343'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 KQ0343'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0223 ***********************************************************************
 KQ0223  DESIGNATION -  C 384
 KQ0223  PID         -  KQ0223
 KQ0223  STATE/COUNTY-  NV/LANDER
 KQ0223  USGS QUAD   -  WEST OF AUSTIN (1988)
 KQ0223
 KQ0223                         *CURRENT SURVEY CONTROL
 KQ0223  ___________________________________________________________________
 KQ0223* NAD 83(1986)-  39 28 10.     (N)    117 10 21.     (W)     SCALED    
 KQ0223* NAVD 88     -      1744.472  (meters)    5723.32   (feet)  ADJUSTED  
 KQ0223  ___________________________________________________________________
 KQ0223  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 KQ0223  DYNAMIC HT  -        1742.712 (meters)    5717.55  (feet)  COMP
 KQ0223  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 KQ0223
 KQ0223  VERT ORDER  -  FIRST     CLASS II
 KQ0223
 KQ0223.The horizontal coordinates were scaled from a topographic map and have
 KQ0223.an estimated accuracy of +/- 6 seconds.
 KQ0223
 KQ0223.The orthometric height was determined by differential leveling
 KQ0223.and adjusted by the National Geodetic Survey in June 1991..
 KQ0223
 KQ0223.The geoid height was determined by GEOID03.
 KQ0223
 KQ0223.The dynamic height is computed by dividing the NAVD 88
 KQ0223.geopotential number by the normal gravity value computed on the
 KQ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0223.degrees latitude (g = 980.6199 gals.).
 KQ0223
 KQ0223.The modeled gravity was interpolated from observed gravity values.
 KQ0223
 KQ0223;                    North         East    Units  Estimated Accuracy
 KQ0223;SPC NV C     - 6,523,830.      456,480.      MT  (+/- 180 meters Scaled)
 KQ0223
 KQ0223                          SUPERSEDED SURVEY CONTROL
 KQ0223
 KQ0223  NGVD 29 (??/??/92) 1743.231  (m)         5719.25   (f) ADJ UNCH    1 2
 KQ0223
 KQ0223.Superseded values are not recommended for survey control.
 KQ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0223.See file dsdata.txt to determine how the superseded data were derived.
 KQ0223
 KQ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD851688(NAD 83)
 KQ0223_MARKER: DB = BENCH MARK DISK
 KQ0223_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KQ0223_STAMPING: C 384 1955
 KQ0223_MARK LOGO: CGS   
 KQ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0223+STABILITY: SURFACE MOTION
 KQ0223
 KQ0223  HISTORY     - Date     Condition        Report By
 KQ0223  HISTORY     - 1955     MONUMENTED       CGS
 KQ0223  HISTORY     - 1984     GOOD             USGS
 KQ0223  HISTORY     - 1985     GOOD             NGS
 KQ0223
 KQ0223                          STATION DESCRIPTION
 KQ0223
 KQ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0223'6.4 MI SW FROM AUSTIN.
 KQ0223'6.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0223'AT AUSTIN, 0.4 MILE NORTHEAST OF THE ENTRANCE TO THE AUSTIN AIRPORT,
 KQ0223'AT A 30-INCH CONCRETE PIPE CULVERT, IN THE TOP OF THE NORTHEAST END OF
 KQ0223'THE SOUTHEAST CONCRETE HEAD WALL, 23.9 FEET SOUTHEAST OF THE CENTER
 KQ0223'LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
 KQ0223
 KQ0223                          STATION RECOVERY (1984)
 KQ0223
 KQ0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KQ0223'FROM THE COUNTY COURTHOUSE IN AUSTIN, 31. MILES WEST ON US 50 TO
 KQ0223'PAVED T-ROAD SOUTH. SOUTH ON PAVED ROAD FOR 0.25 MILES TO OLD US 30,
 KQ0223'THENCE SOUTHWEST ON OLD US 50 FOR 3.25 MILES TO BM, 0.95 MILES
 KQ0223'NORTHEAST OF ENTRANCE TO AUSTIN AIRPORT, AT A 30-INCH CONCRETE
 KQ0223'CULVERT, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 KQ0223'HEADWALL, 23.9 FEET SOUTHEAST
 KQ0223
 KQ0223                          STATION RECOVERY (1985)
 KQ0223
 KQ0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0223'RECOVERED IN GOOD CONDITION.  NEW ROUTE TO BM FOLLOWS.  5.1 KM
 KQ0223'(3.2 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0223'AUSTIN, THENCE 5.53 KM (3.44 MI) SOUTHWEST ALONG STATE HIGHWAY 722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0311 ***********************************************************************
 KQ0311  DESIGNATION -  C 385
 KQ0311  PID         -  KQ0311
 KQ0311  STATE/COUNTY-  NV/LANDER
 KQ0311  USGS QUAD   -  CARROLL SUMMIT (1969)
 KQ0311
 KQ0311                         *CURRENT SURVEY CONTROL
 KQ0311  ___________________________________________________________________
 KQ0311* NAD 83(1986)-  39 15 56.     (N)    117 41 53.     (W)     SCALED    
 KQ0311* NAVD 88     -      2115.990  (meters)    6942.21   (feet)  ADJUSTED  
 KQ0311  ___________________________________________________________________
 KQ0311  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 KQ0311  DYNAMIC HT  -        2113.739 (meters)    6934.83  (feet)  COMP
 KQ0311  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 KQ0311
 KQ0311  VERT ORDER  -  FIRST     CLASS II
 KQ0311
 KQ0311.The horizontal coordinates were scaled from a topographic map and have
 KQ0311.an estimated accuracy of +/- 6 seconds.
 KQ0311
 KQ0311.The orthometric height was determined by differential leveling
 KQ0311.and adjusted by the National Geodetic Survey in June 1991..
 KQ0311
 KQ0311.The geoid height was determined by GEOID03.
 KQ0311
 KQ0311.The dynamic height is computed by dividing the NAVD 88
 KQ0311.geopotential number by the normal gravity value computed on the
 KQ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0311.degrees latitude (g = 980.6199 gals.).
 KQ0311
 KQ0311.The modeled gravity was interpolated from observed gravity values.
 KQ0311
 KQ0311;                    North         East    Units  Estimated Accuracy
 KQ0311;SPC NV C     - 6,501,580.      411,000.      MT  (+/- 180 meters Scaled)
 KQ0311
 KQ0311                          SUPERSEDED SURVEY CONTROL
 KQ0311
 KQ0311  NGVD 29 (??/??/92) 2114.674  (m)         6937.89   (f) ADJ UNCH    1 2
 KQ0311
 KQ0311.Superseded values are not recommended for survey control.
 KQ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0311.See file dsdata.txt to determine how the superseded data were derived.
 KQ0311
 KQ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD397464(NAD 83)
 KQ0311_MARKER: DB = BENCH MARK DISK
 KQ0311_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KQ0311_STAMPING: C 385 1955
 KQ0311_MARK LOGO: CGS   
 KQ0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0311+STABILITY: SURFACE MOTION
 KQ0311
 KQ0311  HISTORY     - Date     Condition        Report By
 KQ0311  HISTORY     - 1955     MONUMENTED       CGS
 KQ0311  HISTORY     - 1984     GOOD             NGS
 KQ0311
 KQ0311                          STATION DESCRIPTION
 KQ0311
 KQ0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0311'1.8 MI E FROM CARROLL SUMMIT.
 KQ0311'1.8 MILES EAST ALONG U.S. HIGHWAY 50 FROM CARROLL SUMMIT, AT A 6- BY
 KQ0311'8-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE NORTHWEST END OF THE
 KQ0311'NORTHEAST CONCRETE HEAD WALL, 17.2 FEET NORTHEAST OF THE CENTER LINE
 KQ0311'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 KQ0311
 KQ0311                          STATION RECOVERY (1984)
 KQ0311
 KQ0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0311'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0311'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0072 ***********************************************************************
 KR0072  DESIGNATION -  C 386
 KR0072  PID         -  KR0072
 KR0072  STATE/COUNTY-  NV/CHURCHILL
 KR0072  USGS QUAD   -  DRUMM SUMMIT (1972)
 KR0072
 KR0072                         *CURRENT SURVEY CONTROL
 KR0072  ___________________________________________________________________
 KR0072* NAD 83(1986)-  39 19 01.     (N)    118 08 58.     (W)     SCALED    
 KR0072* NAVD 88     -      1324.468  (meters)    4345.36   (feet)  ADJUSTED  
 KR0072  ___________________________________________________________________
 KR0072  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 KR0072  DYNAMIC HT  -        1323.267 (meters)    4341.42  (feet)  COMP
 KR0072  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 KR0072
 KR0072  VERT ORDER  -  FIRST     CLASS II
 KR0072
 KR0072.The horizontal coordinates were scaled from a topographic map and have
 KR0072.an estimated accuracy of +/- 6 seconds.
 KR0072
 KR0072.The orthometric height was determined by differential leveling
 KR0072.and adjusted by the National Geodetic Survey in June 1991..
 KR0072
 KR0072.The geoid height was determined by GEOID03.
 KR0072
 KR0072.The dynamic height is computed by dividing the NAVD 88
 KR0072.geopotential number by the normal gravity value computed on the
 KR0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0072.degrees latitude (g = 980.6199 gals.).
 KR0072
 KR0072.The modeled gravity was interpolated from observed gravity values.
 KR0072
 KR0072;                    North         East    Units  Estimated Accuracy
 KR0072;SPC NV W     - 4,506,870.      837,410.      MT  (+/- 180 meters Scaled)
 KR0072
 KR0072                          SUPERSEDED SURVEY CONTROL
 KR0072
 KR0072  NGVD 29 (??/??/92) 1323.399  (m)         4341.85   (f) ADJ UNCH    1 2
 KR0072
 KR0072.Superseded values are not recommended for survey control.
 KR0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0072.See file dsdata.txt to determine how the superseded data were derived.
 KR0072
 KR0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD009525(NAD 83)
 KR0072_MARKER: DB = BENCH MARK DISK
 KR0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0072_SP_SET: CONCRETE POST
 KR0072_STAMPING: C 386 1955
 KR0072_MARK LOGO: CGS   
 KR0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0072+STABILITY: SURFACE MOTION
 KR0072
 KR0072  HISTORY     - Date     Condition        Report By
 KR0072  HISTORY     - 1955     MONUMENTED       CGS
 KR0072  HISTORY     - 1972     GOOD             USGS
 KR0072  HISTORY     - 1986     GOOD             NGS
 KR0072
 KR0072                          STATION DESCRIPTION
 KR0072
 KR0072'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KR0072'8.1 MI NE FROM FENCHMEN STATION.
 KR0072'5.8 MI. EAST ALONG US HWY 50 FROM THE SERVICE STATION AT FRENCHMEN
 KR0072'STATION, THENCE 1.3 MI. NORTH (TOWARDS DIXIE VALLEY) ALONG NEW COUNTY
 KR0072'GRADED ROAD WHERE IT CROSSES THE OLD COUNTY ROAD, THENCE 1.0 MI.
 KR0072'NORTHEAST ALONG THE OLD COUNTY ROAD TO BENCH MARK.  0.4 MI. SOUTHWEST
 KR0072'OF THE JUNCTION OF A GRADED RD. NORTHEAST, 350 FT. NORTHWEST OF
 KR0072'SECTION CORNER 21/17N/34E, AT THE CREST OF A RISE, 75 FT. NORTHWEST
 KR0072'AND LEVEL WITH THE CENTERLINE OF THE ROAD, 1.3 FT. SOUTHEAST OF A
 KR0072'METAL WITNESS POST.  SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KR0072'0.3 FT.
 KR0072
 KR0072                          STATION RECOVERY (1986)
 KR0072
 KR0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0013 ***********************************************************************
 KR0013  DESIGNATION -  C 387
 KR0013  PID         -  KR0013
 KR0013  STATE/COUNTY-  NV/CHURCHILL
 KR0013  USGS QUAD   -  I X L CANYON (1980)
 KR0013
 KR0013                         *CURRENT SURVEY CONTROL
 KR0013  ___________________________________________________________________
 KR0013* NAD 83(1986)-  39 39 34.     (N)    118 08 51.     (W)     SCALED    
 KR0013* NAVD 88     -      1068.882  (meters)    3506.82   (feet)  ADJUSTED  
 KR0013  ___________________________________________________________________
 KR0013  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 KR0013  DYNAMIC HT  -        1067.983 (meters)    3503.87  (feet)  COMP
 KR0013  MODELED GRAV-     979,750.2   (mgal)                       NAVD 88
 KR0013
 KR0013  VERT ORDER  -  FIRST     CLASS II
 KR0013
 KR0013.The horizontal coordinates were scaled from a topographic map and have
 KR0013.an estimated accuracy of +/- 6 seconds.
 KR0013
 KR0013.The orthometric height was determined by differential leveling
 KR0013.and adjusted by the National Geodetic Survey in June 1991..
 KR0013
 KR0013.The geoid height was determined by GEOID03.
 KR0013
 KR0013.The dynamic height is computed by dividing the NAVD 88
 KR0013.geopotential number by the normal gravity value computed on the
 KR0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0013.degrees latitude (g = 980.6199 gals.).
 KR0013
 KR0013.The modeled gravity was interpolated from observed gravity values.
 KR0013
 KR0013;                    North         East    Units  Estimated Accuracy
 KR0013;SPC NV W     - 4,544,900.      837,400.      MT  (+/- 180 meters Scaled)
 KR0013
 KR0013                          SUPERSEDED SURVEY CONTROL
 KR0013
 KR0013  NGVD 29 (??/??/92) 1067.924  (m)         3503.68   (f) ADJ UNCH    1 2
 KR0013
 KR0013.Superseded values are not recommended for survey control.
 KR0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0013.See file dsdata.txt to determine how the superseded data were derived.
 KR0013
 KR0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD015905(NAD 83)
 KR0013_MARKER: DB = BENCH MARK DISK
 KR0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0013_STAMPING: C 387 1955
 KR0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0013+STABILITY: SURFACE MOTION
 KR0013
 KR0013  HISTORY     - Date     Condition        Report By
 KR0013  HISTORY     - 1955     MONUMENTED       CGS
 KR0013  HISTORY     - 1958     GOOD             NGS
 KR0013
 KR0013                          STATION DESCRIPTION
 KR0013
 KR0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0013'32.0 MI N FROM FRENCHMAN STATION.
 KR0013'5.0 MILES EAST ALONG U. S. HIGHWAY 50 FROM FRENCHMAN STATION, THENCE
 KR0013'27.0 MILES NORTH ALONG A COUNTY GRADED ROAD LEADING TO DIXIE VALLEY,
 KR0013'AT THE CREST OF A SMALL RISE, IN A BARREN AREA, 35 1/2 FEET EAST OF
 KR0013'THE CENTER LINE OF THE ROAD, 2.5 FEET WEST OF A WITNESS POST, ABOUT
 KR0013'1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KR0013'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KR0013
 KR0013                          STATION RECOVERY (1958)
 KR0013
 KR0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KR0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0269 ***********************************************************************
 KR0269  DESIGNATION -  C 388
 KR0269  PID         -  KR0269
 KR0269  STATE/COUNTY-  NV/CHURCHILL
 KR0269  USGS QUAD   -  FALLON (1985)
 KR0269
 KR0269                         *CURRENT SURVEY CONTROL
 KR0269  ___________________________________________________________________
 KR0269* NAD 83(1986)-  39 28 32.     (N)    118 47 46.     (W)     SCALED    
 KR0269* NAVD 88     -      1210.559  (meters)    3971.64   (feet)  ADJUSTED  
 KR0269  ___________________________________________________________________
 KR0269  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 KR0269  DYNAMIC HT  -        1209.520 (meters)    3968.23  (feet)  COMP
 KR0269  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 KR0269
 KR0269  VERT ORDER  -  FIRST     CLASS II
 KR0269
 KR0269.The horizontal coordinates were scaled from a topographic map and have
 KR0269.an estimated accuracy of +/- 6 seconds.
 KR0269
 KR0269.The orthometric height was determined by differential leveling
 KR0269.and adjusted by the National Geodetic Survey in June 1991..
 KR0269
 KR0269.The geoid height was determined by GEOID03.
 KR0269
 KR0269.The dynamic height is computed by dividing the NAVD 88
 KR0269.geopotential number by the normal gravity value computed on the
 KR0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0269.degrees latitude (g = 980.6199 gals.).
 KR0269
 KR0269.The modeled gravity was interpolated from observed gravity values.
 KR0269
 KR0269;                    North         East    Units  Estimated Accuracy
 KR0269;SPC NV W     - 4,524,410.      781,690.      MT  (+/- 180 meters Scaled)
 KR0269
 KR0269                          SUPERSEDED SURVEY CONTROL
 KR0269
 KR0269  NGVD 29 (??/??/92) 1209.605  (m)         3968.51   (f) ADJ UNCH    1 2
 KR0269
 KR0269.Superseded values are not recommended for survey control.
 KR0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0269.See file dsdata.txt to determine how the superseded data were derived.
 KR0269
 KR0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD455710(NAD 83)
 KR0269_MARKER: DB = BENCH MARK DISK
 KR0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0269_SP_SET: CULVERT
 KR0269_STAMPING: C 388 1955
 KR0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0269
 KR0269  HISTORY     - Date     Condition        Report By
 KR0269  HISTORY     - 1955     MONUMENTED       CGS
 KR0269  HISTORY     - 1967     GOOD             NGS
 KR0269  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0269
 KR0269                          STATION DESCRIPTION
 KR0269
 KR0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0269'0.9 MI W FROM FALLON.
 KR0269'ABOUT 0.9 MILE WEST ALONG U.S. HIGHWAYS 95 ALTERNATE AND 50 FROM THE
 KR0269'CITY HALL AT FALLON, OR ABOUT 0.2 MILE SOUTH ALONG NORTH TAYLOR STREET
 KR0269'FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT FALLON, THENCE
 KR0269'0.7 MILE WEST ALONG U.S. HIGHWAYS 95 ALTERNATE AND 50, IN SECTION 25,
 KR0269'T 19 N, R 28 E, ON THE INSIDE AND NEAR THE CENTER OF A LONG CURVE IN
 KR0269'THE HIGHWAY, NEAR THE ENTRANCE TO THE FALLON PROPANE COMPANY, 43 1/2
 KR0269'FEET NORTH OF THE CENTER LINE OF THE HIGHWAYS, SET IN THE TOP OF THE
 KR0269'EAST END OF THE NORTH HEAD WALL OF A 4- X 4-FOOT CONCRETE CULVERT
 KR0269'UNDER THE HIGHWAYS, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KR0269
 KR0269                          STATION RECOVERY (1986)
 KR0269
 KR0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0269'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0045 ***********************************************************************
 KR0045  DESIGNATION -  C 389
 KR0045  PID         -  KR0045
 KR0045  STATE/COUNTY-  NV/CHURCHILL
 KR0045  USGS QUAD   -  FOXTAIL LAKE (1982)
 KR0045
 KR0045                         *CURRENT SURVEY CONTROL
 KR0045  ___________________________________________________________________
 KR0045* NAD 83(1986)-  39 33 38.     (N)    118 25 03.     (W)     SCALED    
 KR0045* NAVD 88     -      1201.555  (meters)    3942.10   (feet)  ADJUSTED  
 KR0045  ___________________________________________________________________
 KR0045  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 KR0045  DYNAMIC HT  -        1200.525 (meters)    3938.72  (feet)  COMP
 KR0045  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 KR0045
 KR0045  VERT ORDER  -  FIRST     CLASS II
 KR0045
 KR0045.The horizontal coordinates were scaled from a topographic map and have
 KR0045.an estimated accuracy of +/- 6 seconds.
 KR0045
 KR0045.The orthometric height was determined by differential leveling
 KR0045.and adjusted by the National Geodetic Survey in June 1991..
 KR0045
 KR0045.The geoid height was determined by GEOID03.
 KR0045
 KR0045.The dynamic height is computed by dividing the NAVD 88
 KR0045.geopotential number by the normal gravity value computed on the
 KR0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0045.degrees latitude (g = 980.6199 gals.).
 KR0045
 KR0045.The modeled gravity was interpolated from observed gravity values.
 KR0045
 KR0045;                    North         East    Units  Estimated Accuracy
 KR0045;SPC NV W     - 4,533,840.      814,250.      MT  (+/- 180 meters Scaled)
 KR0045
 KR0045                          SUPERSEDED SURVEY CONTROL
 KR0045
 KR0045  NGVD 29 (??/??/92) 1200.60   (m)         3939.0    (f) COMPUTED    1 2
 KR0045
 KR0045.Superseded values are not recommended for survey control.
 KR0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0045.See file dsdata.txt to determine how the superseded data were derived.
 KR0045
 KR0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD782799(NAD 83)
 KR0045_MARKER: DB = BENCH MARK DISK
 KR0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0045_STAMPING: C 389 1955
 KR0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0045+STABILITY: SURFACE MOTION
 KR0045
 KR0045  HISTORY     - Date     Condition        Report By
 KR0045  HISTORY     - 1955     MONUMENTED       CGS
 KR0045
 KR0045                          STATION DESCRIPTION
 KR0045
 KR0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0045'8.0 MI NE FROM STILLWATER.
 KR0045'3.5 MILES NORTHEAST ALONG A COUNTY GRADED ROAD FROM THE STORE AND POST
 KR0045'OFFICE AT STILLWATER, THENCE 3.5 MILES NORTHEAST ALONG A COUNTY GRADED
 KR0045'ROAD, THENCE 1.0 MILE EAST ALONG A COUNTY GRADED ROAD, 8.5 MILES
 KR0045'SOUTHWEST OF DESERT WELL, 1.0 MILE WEST OF A WINDMILL NORTH OF THE
 KR0045'ROAD, ON A SMALL SANDY RIDGE, AT THE WEST EDGE OF A SMALL CLEARING, 83
 KR0045'FEET NORTHEAST OF THE APPROXIMATE CENTER OF A DRY WASH, 46 FEET SOUTH
 KR0045'OF THE CENTER LINE OF THE ROAD, 1.9 FEET NORTH OF A WITNESS POST,
 KR0045'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 KR0045'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0239 ***********************************************************************
 MT0239  DESIGNATION -  C 39
 MT0239  PID         -  MT0239
 MT0239  STATE/COUNTY-  NV/ELKO
 MT0239  USGS QUAD   -  SUMMER CAMP (1980)
 MT0239
 MT0239                         *CURRENT SURVEY CONTROL
 MT0239  ___________________________________________________________________
 MT0239* NAD 83(1986)-  41 21 24.     (N)    114 53 29.     (W)     SCALED    
 MT0239* NAVD 88     -      1926.897  (meters)    6321.83   (feet)  ADJUSTED  
 MT0239  ___________________________________________________________________
 MT0239  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 MT0239  DYNAMIC HT  -        1925.310 (meters)    6316.62  (feet)  COMP
 MT0239  MODELED GRAV-     979,730.5   (mgal)                       NAVD 88
 MT0239
 MT0239  VERT ORDER  -  SECOND    CLASS 0
 MT0239
 MT0239.The horizontal coordinates were scaled from a topographic map and have
 MT0239.an estimated accuracy of +/- 6 seconds.
 MT0239
 MT0239.The orthometric height was determined by differential leveling
 MT0239.and adjusted by the National Geodetic Survey in June 1991..
 MT0239
 MT0239.The geoid height was determined by GEOID03.
 MT0239
 MT0239.The dynamic height is computed by dividing the NAVD 88
 MT0239.geopotential number by the normal gravity value computed on the
 MT0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0239.degrees latitude (g = 980.6199 gals.).
 MT0239
 MT0239.The modeled gravity was interpolated from observed gravity values.
 MT0239
 MT0239;                    North         East    Units  Estimated Accuracy
 MT0239;SPC NV E     - 8,733,480.      257,900.      MT  (+/- 180 meters Scaled)
 MT0239
 MT0239                          SUPERSEDED SURVEY CONTROL
 MT0239
 MT0239  NGVD 29 (??/??/92) 1925.655  (m)         6317.75   (f) ADJ UNCH    2 0
 MT0239
 MT0239.Superseded values are not recommended for survey control.
 MT0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0239.See file dsdata.txt to determine how the superseded data were derived.
 MT0239
 MT0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF763804(NAD 83)
 MT0239_MARKER: DB = BENCH MARK DISK
 MT0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0239_STAMPING: C-39 1934
 MT0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0239+STABILITY: SURFACE MOTION
 MT0239
 MT0239  HISTORY     - Date     Condition        Report By
 MT0239  HISTORY     - 1934     MONUMENTED       CGS
 MT0239
 MT0239                          STATION DESCRIPTION
 MT0239
 MT0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0239'7.7 MI N FROM MELANDCO.
 MT0239'7.7 MILES NORTH OF O.S.L. RR WATER TANK AT MELANDCO 147 FEET NORTH OF
 MT0239'MILE POST 101.  2 FEET NORTH OF RAILROAD RIGHT-OF-WAY FENCE LINE.  47
 MT0239'FEET NORTH OF THE CENTERLINE OF OREGON SHORT LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0099 ***********************************************************************
 KQ0099  DESIGNATION -  C 390
 KQ0099  PID         -  KQ0099
 KQ0099  STATE/COUNTY-  NV/LANDER
 KQ0099  USGS QUAD   -  SIMPSON PARK CANYON (1989)
 KQ0099
 KQ0099                         *CURRENT SURVEY CONTROL
 KQ0099  ___________________________________________________________________
 KQ0099* NAD 83(1986)-  39 22 57.     (N)    116 57 30.     (W)     SCALED    
 KQ0099* NAVD 88     -      1816.823  (meters)    5960.69   (feet)  ADJUSTED  
 KQ0099  ___________________________________________________________________
 KQ0099  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 KQ0099  DYNAMIC HT  -        1814.965 (meters)    5954.60  (feet)  COMP
 KQ0099  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 KQ0099
 KQ0099  VERT ORDER  -  SECOND    CLASS 0
 KQ0099
 KQ0099.The horizontal coordinates were scaled from a topographic map and have
 KQ0099.an estimated accuracy of +/- 6 seconds.
 KQ0099
 KQ0099.The orthometric height was determined by differential leveling
 KQ0099.and adjusted by the National Geodetic Survey in June 1991..
 KQ0099
 KQ0099.The geoid height was determined by GEOID03.
 KQ0099
 KQ0099.The dynamic height is computed by dividing the NAVD 88
 KQ0099.geopotential number by the normal gravity value computed on the
 KQ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0099.degrees latitude (g = 980.6199 gals.).
 KQ0099
 KQ0099.The modeled gravity was interpolated from observed gravity values.
 KQ0099
 KQ0099;                    North         East    Units  Estimated Accuracy
 KQ0099;SPC NV C     - 6,514,100.      474,870.      MT  (+/- 180 meters Scaled)
 KQ0099
 KQ0099                          SUPERSEDED SURVEY CONTROL
 KQ0099
 KQ0099  NGVD 29 (??/??/92) 1815.565  (m)         5956.57   (f) ADJ UNCH    2 0
 KQ0099
 KQ0099.Superseded values are not recommended for survey control.
 KQ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0099.See file dsdata.txt to determine how the superseded data were derived.
 KQ0099
 KQ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND035592(NAD 83)
 KQ0099_MARKER: DB = BENCH MARK DISK
 KQ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0099_STAMPING: C 390 1955
 KQ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0099+STABILITY: SURFACE MOTION
 KQ0099
 KQ0099  HISTORY     - Date     Condition        Report By
 KQ0099  HISTORY     - 1955     MONUMENTED       CGS
 KQ0099
 KQ0099                          STATION DESCRIPTION
 KQ0099
 KQ0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0099'13.0 MI SE FROM AUSTIN.
 KQ0099'11.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0099'AT AUSTIN, THENCE 1.9 MILES SOUTHWEST ALONG A GRAVELED ROAD (FORMER
 KQ0099'STATE HIGHWAY 8 A), 1.9 MILES NORTHEAST OF BIRCH CREEK RANCH, 0.2 MILE
 KQ0099'NORTHEAST OF THE INTERSECTION OF A NORTHWEST-SOUTHEAST GRADED ROAD, AT
 KQ0099'THE CROSSING OF A TELEPHONE LINE, 20 1/2 FEET SOUTHEAST OF THE CENTER
 KQ0099'LINE OF THE ROAD, 13 FEET NORTHEAST OF A TELEPHONE POLE, 1.7 FEET
 KQ0099'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 KQ0099'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0198 ***********************************************************************
 MU0198  DESIGNATION -  C 391
 MU0198  PID         -  MU0198
 MU0198  STATE/COUNTY-  NV/HUMBOLDT
 MU0198  USGS QUAD   -  MAIDEN BUTTE SE (1980)
 MU0198
 MU0198                         *CURRENT SURVEY CONTROL
 MU0198  ___________________________________________________________________
 MU0198* NAD 83(1986)-  41 49 40.     (N)    117 01 03.     (W)     SCALED    
 MU0198* NAVD 88     -      1628.427  (meters)    5342.60   (feet)  ADJUSTED  
 MU0198  ___________________________________________________________________
 MU0198  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 MU0198  DYNAMIC HT  -        1627.246 (meters)    5338.72  (feet)  COMP
 MU0198  MODELED GRAV-     979,840.1   (mgal)                       NAVD 88
 MU0198
 MU0198  VERT ORDER  -  SECOND    CLASS 0
 MU0198
 MU0198.The horizontal coordinates were scaled from a topographic map and have
 MU0198.an estimated accuracy of +/- 6 seconds.
 MU0198
 MU0198.The orthometric height was determined by differential leveling
 MU0198.and adjusted by the National Geodetic Survey in June 1991..
 MU0198
 MU0198.The geoid height was determined by GEOID03.
 MU0198
 MU0198.The dynamic height is computed by dividing the NAVD 88
 MU0198.geopotential number by the normal gravity value computed on the
 MU0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0198.degrees latitude (g = 980.6199 gals.).
 MU0198
 MU0198.The modeled gravity was interpolated from observed gravity values.
 MU0198
 MU0198;                    North         East    Units  Estimated Accuracy
 MU0198;SPC NV W     - 4,786,760.      930,070.      MT  (+/- 180 meters Scaled)
 MU0198
 MU0198                          SUPERSEDED SURVEY CONTROL
 MU0198
 MU0198  NGVD 29 (??/??/92) 1627.304  (m)         5338.91   (f) ADJ UNCH    2 0
 MU0198
 MU0198.Superseded values are not recommended for survey control.
 MU0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0198.See file dsdata.txt to determine how the superseded data were derived.
 MU0198
 MU0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG985306(NAD 83)
 MU0198_MARKER: DB = BENCH MARK DISK
 MU0198_SETTING: 66 = SET IN ROCK OUTCROP
 MU0198_SP_SET: SET IN ROCK OUTCROP
 MU0198_STAMPING: C 391 1963
 MU0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0198+STABILITY: POSITION/ELEVATION WELL
 MU0198
 MU0198  HISTORY     - Date     Condition        Report By
 MU0198  HISTORY     - 1963     MONUMENTED       CGS
 MU0198
 MU0198                          STATION DESCRIPTION
 MU0198
 MU0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0198'45.8 MI NW FROM I L RANCH.
 MU0198'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0198'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 18.9 MILES NORTHWEST
 MU0198'ALONG A DIRT ROAD, THENCE 2.5 MILES NORTHWEST ALONG A DIRT ROAD,
 MU0198'THENCE 6.95 MILES WEST ALONG A TRACK ROAD, IN THE TOP OF A 4- BY
 MU0198'5-FOOT OUTCROP, 132 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3.0
 MU0198'FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND 0.8
 MU0198'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0147 ***********************************************************************
 MU0147  DESIGNATION -  C 392
 MU0147  PID         -  MU0147
 MU0147  STATE/COUNTY-  NV/ELKO
 MU0147  USGS QUAD   -  DESERT RANCH (1974)
 MU0147
 MU0147                         *CURRENT SURVEY CONTROL
 MU0147  ___________________________________________________________________
 MU0147* NAD 83(1986)-  41 44 44.     (N)    116 37 09.     (W)     SCALED    
 MU0147* NAVD 88     -      1608.677  (meters)    5277.80   (feet)  ADJUSTED  
 MU0147  ___________________________________________________________________
 MU0147  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 MU0147  DYNAMIC HT  -        1607.494 (meters)    5273.92  (feet)  COMP
 MU0147  MODELED GRAV-     979,830.8   (mgal)                       NAVD 88
 MU0147
 MU0147  VERT ORDER  -  SECOND    CLASS 0
 MU0147
 MU0147.The horizontal coordinates were scaled from a topographic map and have
 MU0147.an estimated accuracy of +/- 6 seconds.
 MU0147
 MU0147.The orthometric height was determined by differential leveling
 MU0147.and adjusted by the National Geodetic Survey in June 1991..
 MU0147
 MU0147.The geoid height was determined by GEOID03.
 MU0147
 MU0147.The dynamic height is computed by dividing the NAVD 88
 MU0147.geopotential number by the normal gravity value computed on the
 MU0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0147.degrees latitude (g = 980.6199 gals.).
 MU0147
 MU0147.The modeled gravity was interpolated from observed gravity values.
 MU0147
 MU0147;                    North         East    Units  Estimated Accuracy
 MU0147;SPC NV E     - 8,776,960.      113,850.      MT  (+/- 180 meters Scaled)
 MU0147
 MU0147                          SUPERSEDED SURVEY CONTROL
 MU0147
 MU0147  NGVD 29 (??/??/92) 1607.555  (m)         5274.12   (f) ADJ UNCH    2 0
 MU0147
 MU0147.Superseded values are not recommended for survey control.
 MU0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0147.See file dsdata.txt to determine how the superseded data were derived.
 MU0147
 MU0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG316215(NAD 83)
 MU0147_MARKER: DB = BENCH MARK DISK
 MU0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0147_STAMPING: C 392 1963
 MU0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0147+STABILITY: SURFACE MOTION
 MU0147
 MU0147  HISTORY     - Date     Condition        Report By
 MU0147  HISTORY     - 1963     MONUMENTED       CGS
 MU0147
 MU0147                          STATION DESCRIPTION
 MU0147
 MU0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0147'21.5 MI NW FROM I L RANCH.
 MU0147'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0147'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 4.05 MILES NORTHWEST
 MU0147'ALONG A DIRT ROAD, 35 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4.5
 MU0147'FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 MU0147'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0080 ***********************************************************************
 MU0080  DESIGNATION -  C 393
 MU0080  PID         -  MU0080
 MU0080  STATE/COUNTY-  NV/ELKO
 MU0080  USGS QUAD   -  DEEP CREEK (1987)
 MU0080
 MU0080                         *CURRENT SURVEY CONTROL
 MU0080  ___________________________________________________________________
 MU0080* NAD 83(1986)-  41 35 14.     (N)    116 13 57.     (W)     SCALED    
 MU0080* NAVD 88     -      1739.321  (meters)    5706.42   (feet)  ADJUSTED  
 MU0080  ___________________________________________________________________
 MU0080  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 MU0080  DYNAMIC HT  -        1737.950 (meters)    5701.92  (feet)  COMP
 MU0080  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 MU0080
 MU0080  VERT ORDER  -  SECOND    CLASS 0
 MU0080
 MU0080.The horizontal coordinates were scaled from a topographic map and have
 MU0080.an estimated accuracy of +/- 6 seconds.
 MU0080
 MU0080.The orthometric height was determined by differential leveling
 MU0080.and adjusted by the National Geodetic Survey in June 1991..
 MU0080
 MU0080.The geoid height was determined by GEOID03.
 MU0080
 MU0080.The dynamic height is computed by dividing the NAVD 88
 MU0080.geopotential number by the normal gravity value computed on the
 MU0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0080.degrees latitude (g = 980.6199 gals.).
 MU0080
 MU0080.The modeled gravity was interpolated from observed gravity values.
 MU0080
 MU0080;                    North         East    Units  Estimated Accuracy
 MU0080;SPC NV E     - 8,759,060.      145,880.      MT  (+/- 180 meters Scaled)
 MU0080
 MU0080                          SUPERSEDED SURVEY CONTROL
 MU0080
 MU0080  NGVD 29 (??/??/92) 1738.132  (m)         5702.52   (f) ADJ UNCH    2 0
 MU0080
 MU0080.Superseded values are not recommended for survey control.
 MU0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0080.See file dsdata.txt to determine how the superseded data were derived.
 MU0080
 MU0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG639042(NAD 83)
 MU0080_MARKER: DB = BENCH MARK DISK
 MU0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0080_STAMPING: C 393 1963
 MU0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0080+STABILITY: SURFACE MOTION
 MU0080
 MU0080  HISTORY     - Date     Condition        Report By
 MU0080  HISTORY     - 1963     MONUMENTED       CGS
 MU0080
 MU0080                          STATION DESCRIPTION
 MU0080
 MU0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0080'11.9 MI E FROM I L RANCH.
 MU0080'11.9 MILES EAST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0080'49 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 78 FEET SOUTH OF A
 MU0080'FENCE, 3.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 MU0080'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MU0080'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0375 ***********************************************************************
 LQ0375  DESIGNATION -  C 394
 LQ0375  PID         -  LQ0375
 LQ0375  STATE/COUNTY-  NV/ELKO
 LQ0375  USGS QUAD   -  JIGGS (1985)
 LQ0375
 LQ0375                         *CURRENT SURVEY CONTROL
 LQ0375  ___________________________________________________________________
 LQ0375* NAD 83(1986)-  40 24 35.     (N)    115 39 53.     (W)     SCALED    
 LQ0375* NAVD 88     -      1699.751  (meters)    5576.60   (feet)  ADJUSTED  
 LQ0375  ___________________________________________________________________
 LQ0375  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 LQ0375  DYNAMIC HT  -        1698.216 (meters)    5571.56  (feet)  COMP
 LQ0375  MODELED GRAV-     979,662.3   (mgal)                       NAVD 88
 LQ0375
 LQ0375  VERT ORDER  -  SECOND    CLASS 0
 LQ0375
 LQ0375.The horizontal coordinates were scaled from a topographic map and have
 LQ0375.an estimated accuracy of +/- 6 seconds.
 LQ0375
 LQ0375.The orthometric height was determined by differential leveling
 LQ0375.and adjusted by the National Geodetic Survey in June 1991..
 LQ0375
 LQ0375.The geoid height was determined by GEOID03.
 LQ0375
 LQ0375.The dynamic height is computed by dividing the NAVD 88
 LQ0375.geopotential number by the normal gravity value computed on the
 LQ0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0375.degrees latitude (g = 980.6199 gals.).
 LQ0375
 LQ0375.The modeled gravity was interpolated from observed gravity values.
 LQ0375
 LQ0375;                    North         East    Units  Estimated Accuracy
 LQ0375;SPC NV E     - 8,628,110.      193,090.      MT  (+/- 180 meters Scaled)
 LQ0375
 LQ0375                          SUPERSEDED SURVEY CONTROL
 LQ0375
 LQ0375  NGVD 29 (??/??/92) 1698.620  (m)         5572.89   (f) ADJ UNCH    2 0
 LQ0375
 LQ0375.Superseded values are not recommended for survey control.
 LQ0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0375.See file dsdata.txt to determine how the superseded data were derived.
 LQ0375
 LQ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE132740(NAD 83)
 LQ0375_MARKER: DB = BENCH MARK DISK
 LQ0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0375_STAMPING: C 394 1963
 LQ0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0375+STABILITY: SURFACE MOTION
 LQ0375
 LQ0375  HISTORY     - Date     Condition        Report By
 LQ0375  HISTORY     - 1963     MONUMENTED       CGS
 LQ0375
 LQ0375                          STATION DESCRIPTION
 LQ0375
 LQ0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0375'1.25 MI S FROM JIGGS.
 LQ0375'1.25 MILES SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0375'JIGGS, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 LQ0375'SOUTHEAST OF A POWER POLE, 1.6 FEET NORTHWEST OF A WITNESS POST, 1 1/2
 LQ0375'FEET HIGHER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 LQ0375'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0318 ***********************************************************************
 LQ0318  DESIGNATION -  C 395
 LQ0318  PID         -  LQ0318
 LQ0318  STATE/COUNTY-  NV/ELKO
 LQ0318  USGS QUAD   -  FRANKLIN LAKE SE (1980)
 LQ0318
 LQ0318                         *CURRENT SURVEY CONTROL
 LQ0318  ___________________________________________________________________
 LQ0318* NAD 83(1986)-  40 19 29.     (N)    115 18 07.     (W)     SCALED    
 LQ0318* NAVD 88     -      1837.503  (meters)    6028.54   (feet)  ADJUSTED  
 LQ0318  ___________________________________________________________________
 LQ0318  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 LQ0318  DYNAMIC HT  -        1835.761 (meters)    6022.83  (feet)  COMP
 LQ0318  MODELED GRAV-     979,612.2   (mgal)                       NAVD 88
 LQ0318
 LQ0318  VERT ORDER  -  SECOND    CLASS 0
 LQ0318
 LQ0318.The horizontal coordinates were scaled from a topographic map and have
 LQ0318.an estimated accuracy of +/- 6 seconds.
 LQ0318
 LQ0318.The orthometric height was determined by differential leveling
 LQ0318.and adjusted by the National Geodetic Survey in June 1991..
 LQ0318
 LQ0318.The geoid height was determined by GEOID03.
 LQ0318
 LQ0318.The dynamic height is computed by dividing the NAVD 88
 LQ0318.geopotential number by the normal gravity value computed on the
 LQ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0318.degrees latitude (g = 980.6199 gals.).
 LQ0318
 LQ0318.The modeled gravity was interpolated from observed gravity values.
 LQ0318
 LQ0318;                    North         East    Units  Estimated Accuracy
 LQ0318;SPC NV E     - 8,618,700.      223,910.      MT  (+/- 180 meters Scaled)
 LQ0318
 LQ0318                          SUPERSEDED SURVEY CONTROL
 LQ0318
 LQ0318  NGVD 29 (??/??/92) 1836.299  (m)         6024.59   (f) ADJ UNCH    2 0
 LQ0318
 LQ0318.Superseded values are not recommended for survey control.
 LQ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0318.See file dsdata.txt to determine how the superseded data were derived.
 LQ0318
 LQ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE442651(NAD 83)
 LQ0318_MARKER: DB = BENCH MARK DISK
 LQ0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0318_STAMPING: C 395 1963
 LQ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0318+STABILITY: SURFACE MOTION
 LQ0318
 LQ0318  HISTORY     - Date     Condition        Report By
 LQ0318  HISTORY     - 1963     MONUMENTED       CGS
 LQ0318
 LQ0318                          STATION DESCRIPTION
 LQ0318
 LQ0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0318'17.45 MI SE FROM RUBY VALLEY.
 LQ0318'8.0 MILES SOUTH ALONG A ROAD FROM THE ROCK HOUSE RANCH AT RUBY VALLEY,
 LQ0318'THENCE 9.45 MILES EAST AND NORTHEAST ALONG A ROAD, 36 FEET SOUTHEAST
 LQ0318'OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHWEST OF A WITNESS POST,
 LQ0318'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LQ0318'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0342 ***********************************************************************
 LQ0342  DESIGNATION -  C 396
 LQ0342  PID         -  LQ0342
 LQ0342  STATE/COUNTY-  NV/ELKO
 LQ0342  USGS QUAD   -  DELCER BUTTES (1984)
 LQ0342
 LQ0342                         *CURRENT SURVEY CONTROL
 LQ0342  ___________________________________________________________________
 LQ0342* NAD 83(1986)-  40 25 14.     (N)    115 00 47.     (W)     SCALED    
 LQ0342* NAVD 88     -      1840.856  (meters)    6039.54   (feet)  ADJUSTED  
 LQ0342  ___________________________________________________________________
 LQ0342  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 LQ0342  DYNAMIC HT  -        1839.154 (meters)    6033.96  (feet)  COMP
 LQ0342  MODELED GRAV-     979,635.5   (mgal)                       NAVD 88
 LQ0342
 LQ0342  VERT ORDER  -  SECOND    CLASS 0
 LQ0342
 LQ0342.The horizontal coordinates were scaled from a topographic map and have
 LQ0342.an estimated accuracy of +/- 6 seconds.
 LQ0342
 LQ0342.The orthometric height was determined by differential leveling
 LQ0342.and adjusted by the National Geodetic Survey in June 1991..
 LQ0342
 LQ0342.The geoid height was determined by GEOID03.
 LQ0342
 LQ0342.The dynamic height is computed by dividing the NAVD 88
 LQ0342.geopotential number by the normal gravity value computed on the
 LQ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0342.degrees latitude (g = 980.6199 gals.).
 LQ0342
 LQ0342.The modeled gravity was interpolated from observed gravity values.
 LQ0342
 LQ0342;                    North         East    Units  Estimated Accuracy
 LQ0342;SPC NV E     - 8,629,460.      248,390.      MT  (+/- 180 meters Scaled)
 LQ0342
 LQ0342                          SUPERSEDED SURVEY CONTROL
 LQ0342
 LQ0342  NGVD 29 (??/??/92) 1839.683  (m)         6035.69   (f) ADJ UNCH    2 0
 LQ0342
 LQ0342.Superseded values are not recommended for survey control.
 LQ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0342.See file dsdata.txt to determine how the superseded data were derived.
 LQ0342
 LQ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE685763(NAD 83)
 LQ0342_MARKER: DB = BENCH MARK DISK
 LQ0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0342_STAMPING: C 396 1963
 LQ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0342+STABILITY: SURFACE MOTION
 LQ0342
 LQ0342  HISTORY     - Date     Condition        Report By
 LQ0342  HISTORY     - 1963     MONUMENTED       CGS
 LQ0342
 LQ0342                          STATION DESCRIPTION
 LQ0342
 LQ0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0342'20.05 MI NW FROM CURRIE.
 LQ0342'4.95 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE RAILROAD CROSSING
 LQ0342'AT CURRIE, THENCE 15.1 MILES NORTHWEST ALONG A ROAD, 0.6 MILE
 LQ0342'NORTHWEST OF A SADDLE, 0.15 MILE EAST OF A DEEP WASH CROSSING, 27 FEET
 LQ0342'SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A WITNESS
 LQ0342'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LQ0342'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0219 ***********************************************************************
 MV0219  DESIGNATION -  C 397
 MV0219  PID         -  MV0219
 MV0219  STATE/COUNTY-  NV/WASHOE
 MV0219  USGS QUAD   -  COLEMAN CANYON (1966)
 MV0219
 MV0219                         *CURRENT SURVEY CONTROL
 MV0219  ___________________________________________________________________
 MV0219* NAD 83(1986)-  41 57 15.     (N)    119 44 41.     (W)     SCALED    
 MV0219* NAVD 88     -      1650.149  (meters)    5413.86   (feet)  ADJUSTED  
 MV0219  ___________________________________________________________________
 MV0219  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 MV0219  DYNAMIC HT  -        1648.960 (meters)    5409.96  (feet)  COMP
 MV0219  MODELED GRAV-     979,843.0   (mgal)                       NAVD 88
 MV0219
 MV0219  VERT ORDER  -  SECOND    CLASS 0
 MV0219
 MV0219.The horizontal coordinates were scaled from a topographic map and have
 MV0219.an estimated accuracy of +/- 6 seconds.
 MV0219
 MV0219.The orthometric height was determined by differential leveling
 MV0219.and adjusted by the National Geodetic Survey in June 1991..
 MV0219
 MV0219.The geoid height was determined by GEOID03.
 MV0219
 MV0219.The dynamic height is computed by dividing the NAVD 88
 MV0219.geopotential number by the normal gravity value computed on the
 MV0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0219.degrees latitude (g = 980.6199 gals.).
 MV0219
 MV0219.The modeled gravity was interpolated from observed gravity values.
 MV0219
 MV0219;                    North         East    Units  Estimated Accuracy
 MV0219;SPC NV W     - 4,800,260.      703,720.      MT  (+/- 180 meters Scaled)
 MV0219
 MV0219                          SUPERSEDED SURVEY CONTROL
 MV0219
 MV0219  NGVD 29 (??/??/92) 1648.929  (m)         5409.86   (f) ADJ UNCH    2 0
 MV0219
 MV0219.Superseded values are not recommended for survey control.
 MV0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0219.See file dsdata.txt to determine how the superseded data were derived.
 MV0219
 MV0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG725483(NAD 83)
 MV0219_MARKER: DB = BENCH MARK DISK
 MV0219_SETTING: 80 = SET IN A BOULDER
 MV0219_SP_SET: BOULDER
 MV0219_STAMPING: C 397 1965
 MV0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0219+STABILITY: SURFACE MOTION
 MV0219
 MV0219  HISTORY     - Date     Condition        Report By
 MV0219  HISTORY     - 1965     MONUMENTED       CGS
 MV0219
 MV0219                          STATION DESCRIPTION
 MV0219
 MV0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0219'21.2 MI SE FROM ADEL, OR.
 MV0219'2.1 MILES SOUTHWEST ALONG A ROAD FROM THE STORE AT ADEL, THENCE 15.85
 MV0219'MILES SOUTHEAST ALONG A ROAD TO OREGON-NEVADA STATE LINE, THENCE 3.25
 MV0219'MILES SOUTHEAST ALONG NEVADA STATE HIGHWAY 34, 2.4 MILES SOUTHEAST OF
 MV0219'THE JUNCTION OF A ROAD TO COLEMAN RANCH, IN THE TOP OF A 6- BY 5-FOOT
 MV0219'BOULDER PROJECTING ABOVE 4 FEET ABOVE THE GROUND, 15 FEET SOUTHWEST OF
 MV0219'THE CENTER LINE OF THE HIGHWAY, 102 FEET NORTHWEST OF A RAIL
 MV0219'CATTLEGUARD, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0108 ***********************************************************************
 MV0108  DESIGNATION -  C 398
 MV0108  PID         -  MV0108
 MV0108  STATE/COUNTY-  NV/WASHOE
 MV0108  USGS QUAD   -  CATNIP CANYON (1966)
 MV0108
 MV0108                         *CURRENT SURVEY CONTROL
 MV0108  ___________________________________________________________________
 MV0108* NAD 83(1986)-  41 55 10.     (N)    119 23 13.     (W)     SCALED    
 MV0108* NAVD 88     -      1898.820  (meters)    6229.71   (feet)  ADJUSTED  
 MV0108  ___________________________________________________________________
 MV0108  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 MV0108  DYNAMIC HT  -        1897.343 (meters)    6224.87  (feet)  COMP
 MV0108  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 MV0108
 MV0108  VERT ORDER  -  SECOND    CLASS 0
 MV0108
 MV0108.The horizontal coordinates were scaled from a topographic map and have
 MV0108.an estimated accuracy of +/- 6 seconds.
 MV0108
 MV0108.The orthometric height was determined by differential leveling
 MV0108.and adjusted by the National Geodetic Survey in June 1991..
 MV0108
 MV0108.The geoid height was determined by GEOID03.
 MV0108
 MV0108.The dynamic height is computed by dividing the NAVD 88
 MV0108.geopotential number by the normal gravity value computed on the
 MV0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0108.degrees latitude (g = 980.6199 gals.).
 MV0108
 MV0108.The modeled gravity was interpolated from observed gravity values.
 MV0108
 MV0108;                    North         East    Units  Estimated Accuracy
 MV0108;SPC NV W     - 4,796,060.      733,340.      MT  (+/- 180 meters Scaled)
 MV0108
 MV0108                          SUPERSEDED SURVEY CONTROL
 MV0108
 MV0108  NGVD 29 (??/??/92) 1897.535  (m)         6225.50   (f) ADJ UNCH    2 0
 MV0108
 MV0108.Superseded values are not recommended for survey control.
 MV0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0108.See file dsdata.txt to determine how the superseded data were derived.
 MV0108
 MV0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG020435(NAD 83)
 MV0108_MARKER: DB = BENCH MARK DISK
 MV0108_SETTING: 80 = SET IN A BOULDER
 MV0108_SP_SET: BOULDER
 MV0108_STAMPING: C 398 1965
 MV0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0108+STABILITY: SURFACE MOTION
 MV0108
 MV0108  HISTORY     - Date     Condition        Report By
 MV0108  HISTORY     - 1965     MONUMENTED       CGS
 MV0108
 MV0108                          STATION DESCRIPTION
 MV0108
 MV0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0108'11.4 MI SE FROM IXL RANCH.
 MV0108'4.8 MILES SOUTHEAST ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0108'THENCE 6.6 MILES EAST ALONG STATE HIGHWAY 34A, IN THE TOP OF A 3- BY
 MV0108'2-FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 48 FEET
 MV0108'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET NORTHWEST OF A
 MV0108'TELEPHONE POLE, 4.0 FEET EAST OF A WITNESS POST, AND ABOUT 1 FOOT
 MV0108'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1309 ***********************************************************************
 GR1309  DESIGNATION -  C 399
 GR1309  PID         -  GR1309
 GR1309  STATE/COUNTY-  NV/CLARK
 GR1309  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1309
 GR1309                         *CURRENT SURVEY CONTROL
 GR1309  ___________________________________________________________________
 GR1309* NAD 83(1986)-  36 07 47.     (N)    115 10 31.     (W)     SCALED    
 GR1309* NAVD 88     -       640.734  (meters)    2102.14   (feet)  ADJUSTED  
 GR1309  ___________________________________________________________________
 GR1309  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1309  DYNAMIC HT  -         640.078 (meters)    2099.99  (feet)  COMP
 GR1309  MODELED GRAV-     979,589.6   (mgal)                       NAVD 88
 GR1309
 GR1309  VERT ORDER  -  FIRST     CLASS II
 GR1309
 GR1309.The horizontal coordinates were scaled from a topographic map and have
 GR1309.an estimated accuracy of +/- 6 seconds.
 GR1309
 GR1309.The orthometric height was determined by differential leveling
 GR1309.and adjusted by the National Geodetic Survey in June 1991..
 GR1309
 GR1309.The geoid height was determined by GEOID03.
 GR1309
 GR1309.The dynamic height is computed by dividing the NAVD 88
 GR1309.geopotential number by the normal gravity value computed on the
 GR1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1309.degrees latitude (g = 980.6199 gals.).
 GR1309
 GR1309.The modeled gravity was interpolated from observed gravity values.
 GR1309
 GR1309;                    North         East    Units  Estimated Accuracy
 GR1309;SPC NV E     - 8,153,140.      236,730.      MT  (+/- 180 meters Scaled)
 GR1309
 GR1309                          SUPERSEDED SURVEY CONTROL
 GR1309
 GR1309.No superseded survey control is available for this station.
 GR1309
 GR1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV641998(NAD 83)
 GR1309_MARKER: DB = BENCH MARK DISK
 GR1309_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1309_SP_SET: STAINLESS STEEL ROD
 GR1309_STAMPING: C 399 1980
 GR1309_PROJECTION: PROJECTING 1 CENTIMETERS
 GR1309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1309_ROD/PIPE-DEPTH: 3.4  meters
 GR1309
 GR1309  HISTORY     - Date     Condition        Report By
 GR1309  HISTORY     - 1980     MONUMENTED       NGS
 GR1309
 GR1309                          STATION DESCRIPTION
 GR1309
 GR1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GR1309'5.1 KM SOUTH FROM LAS VEGAS.
 GR1309'5.1 KILOMETERS (3.2 MILES) SOUTH ALONG THE UNION PACIFIC RAILROAD
 GR1309'FROM THE STATION IN LAS VEGAS, 11.6 METERS (38 FEET) EAST OF THE EAST
 GR1309'RAIL, 57.8 METERS (190 FEET) SOUTHEAST OF AND ACROSS THE TRACKS FROM
 GR1309'MILE POST 331, 4.9 METERS (16.1 FEET) SOUTHWEST OF A MESH WIRE
 GR1309'FENCE CORNER, 4.6 METERS (15 FEET) SOUTH OF THE EXTENDED CENTERLINE
 GR1309'OF DESERT INN ROAD LEADING WEST, 2.9 METERS (9.5 FEET) WEST OF
 GR1309'A MESH WIRE FENCE AND 1.8 METERS (6.0 FEET) SOUTHEAST OF POWER LINE
 GR1309'POLE 50581NP WITH A GUY WIRE AND A BRACE POLE.
 GR1309'THE MARK IS 1 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0225 ***********************************************************************
 MT0225  DESIGNATION -  C 4
 MT0225  PID         -  MT0225
 MT0225  STATE/COUNTY-  NV/ELKO
 MT0225  USGS QUAD   -  PEQUOP (1980)
 MT0225
 MT0225                         *CURRENT SURVEY CONTROL
 MT0225  ___________________________________________________________________
 MT0225* NAD 83(1986)-  41 12 33.     (N)    114 33 28.     (W)     SCALED    
 MT0225* NAVD 88     -      1876.433  (meters)    6156.26   (feet)  ADJUSTED  
 MT0225  ___________________________________________________________________
 MT0225  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 MT0225  DYNAMIC HT  -        1874.843 (meters)    6151.05  (feet)  COMP
 MT0225  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 MT0225
 MT0225  VERT ORDER  -  FIRST     CLASS II
 MT0225
 MT0225.The horizontal coordinates were scaled from a topographic map and have
 MT0225.an estimated accuracy of +/- 6 seconds.
 MT0225
 MT0225.The orthometric height was determined by differential leveling
 MT0225.and adjusted by the National Geodetic Survey in June 1991..
 MT0225
 MT0225.The geoid height was determined by GEOID03.
 MT0225
 MT0225.The dynamic height is computed by dividing the NAVD 88
 MT0225.geopotential number by the normal gravity value computed on the
 MT0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0225.degrees latitude (g = 980.6199 gals.).
 MT0225
 MT0225.The modeled gravity was interpolated from observed gravity values.
 MT0225
 MT0225;                    North         East    Units  Estimated Accuracy
 MT0225;SPC NV E     - 8,717,380.      286,000.      MT  (+/- 180 meters Scaled)
 MT0225
 MT0225                          SUPERSEDED SURVEY CONTROL
 MT0225
 MT0225  NGVD 29 (??/??/92) 1875.258  (m)         6152.41   (f) ADJ UNCH    1 2
 MT0225
 MT0225.Superseded values are not recommended for survey control.
 MT0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0225.See file dsdata.txt to determine how the superseded data were derived.
 MT0225
 MT0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF047648(NAD 83)
 MT0225_MARKER: P = PIPE CAP
 MT0225_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0225_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MT0225_STAMPING: C 4 6152.409
 MT0225_MARK LOGO: CGS   
 MT0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0225
 MT0225  HISTORY     - Date     Condition        Report By
 MT0225  HISTORY     - 1911     MONUMENTED       CGS
 MT0225  HISTORY     - 1953     GOOD             NGS
 MT0225  HISTORY     - 1984     GOOD             NGS
 MT0225
 MT0225                          STATION DESCRIPTION
 MT0225
 MT0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0225'6.2 MI NE FROM FENELON.
 MT0225'6.2 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0225'THE STATION AT FENELON, 6.8 MILES NORTHWEST OF VALLEY PASS, 147 1/2
 MT0225'FEET NORTH OF MILEPOLE 634, AT THE SOUTHEAST END OF A CUT, 92.8 FEET
 MT0225'NORTHEAST OF THE NORTHEAST RAIL, 3.4 FEET SOUTHWEST OF A FENCE, 1.4
 MT0225'FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK,
 MT0225'AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE
 MT0225'THE GROUND.
 MT0225
 MT0225                          STATION RECOVERY (1984)
 MT0225
 MT0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0225'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.25 KM
 MT0225'(13.9 MI) SOUTHWEST ALONG STATE HIGHWAY 233 FROM THE POST OFFICE AT
 MT0225'MONTELLO, THENCE 21.8 KM (13.6 MI) NORTHWEST ALONG THE SOUTHERN
 MT0225'PACIFIC RAILROAD, AT THE SOUTHEAST END OF A SHORT CUT BANK,
 MT0225'28.3 METERS (93 FT) NORTHEAST OF THE NORTHEAST RAIL, 44.9 METERS
 MT0225'(147.5 FT) NORTH OF MILEPOLE 634 AND 1.0 METER (3.5 FT) SOUTHWEST OF
 MT0225'THE RIGHT OF WAY FENCE.  A SHALLOW-SET PIPE PROJECTING 20 CENTIMETERS.
 MT0225'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MT0225'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0416 ***********************************************************************
 MT0416  DESIGNATION -  C 40
 MT0416  PID         -  MT0416
 MT0416  STATE/COUNTY-  NV/ELKO
 MT0416  USGS QUAD   -  DEETH (1967)
 MT0416
 MT0416                         *CURRENT SURVEY CONTROL
 MT0416  ___________________________________________________________________
 MT0416* NAD 83(1986)-  41 05 40.     (N)    115 16 38.     (W)     SCALED    
 MT0416* NAVD 88     -      1652.930  (meters)    5422.99   (feet)  ADJUSTED  
 MT0416  ___________________________________________________________________
 MT0416  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 MT0416  DYNAMIC HT  -        1651.556 (meters)    5418.48  (feet)  COMP
 MT0416  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 MT0416
 MT0416  VERT ORDER  -  FIRST     CLASS II
 MT0416
 MT0416.The horizontal coordinates were scaled from a topographic map and have
 MT0416.an estimated accuracy of +/- 6 seconds.
 MT0416
 MT0416.The orthometric height was determined by differential leveling
 MT0416.and adjusted by the National Geodetic Survey in June 1991..
 MT0416.WARNING-Repeat measurements at this control monument indicate possible
 MT0416.vertical movement.
 MT0416
 MT0416.The geoid height was determined by GEOID03.
 MT0416
 MT0416.The dynamic height is computed by dividing the NAVD 88
 MT0416.geopotential number by the normal gravity value computed on the
 MT0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0416.degrees latitude (g = 980.6199 gals.).
 MT0416
 MT0416.The modeled gravity was interpolated from observed gravity values.
 MT0416
 MT0416;                    North         East    Units  Estimated Accuracy
 MT0416;SPC NV E     - 8,704,180.      225,720.      MT  (+/- 180 meters Scaled)
 MT0416
 MT0416                          SUPERSEDED SURVEY CONTROL
 MT0416
 MT0416  NGVD 29 (??/??/92) 1651.758  (m)         5419.14   (f) ADJ UNCH    1 2
 MT0416
 MT0416.Superseded values are not recommended for survey control.
 MT0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0416.See file dsdata.txt to determine how the superseded data were derived.
 MT0416
 MT0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF446506(NAD 83)
 MT0416_MARKER: DB = BENCH MARK DISK
 MT0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0416_STAMPING: C 40 1934
 MT0416_MARK LOGO: CGS   
 MT0416_PROJECTION: RECESSED 10 CENTIMETERS
 MT0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0416+STABILITY: SURFACE MOTION
 MT0416
 MT0416  HISTORY     - Date     Condition        Report By
 MT0416  HISTORY     - 1934     MONUMENTED       CGS
 MT0416  HISTORY     - 1953     GOOD             NGS
 MT0416  HISTORY     - 1967     MARK NOT FOUND   USGS
 MT0416  HISTORY     - 1984     GOOD             NGS
 MT0416
 MT0416                          STATION DESCRIPTION
 MT0416
 MT0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0416'2.0 MI N FROM DEETH.
 MT0416'2.0 MILES NORTH ALONG A GRAVELED ROAD LEADING TO CHARLESTON FROM THE
 MT0416'SOUTHERN PACIFIC COMPANY RAILROAD STATION AT DEETH, 181 FEET NORTH OF
 MT0416'THE CENTER OF THE NORTHWEST END OF A NORTHWEST-SOUTHEAST DRAINAGE
 MT0416'DITCH, 34 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.3 FEET EAST OF A
 MT0416'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 MT0416'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MT0416
 MT0416                          STATION RECOVERY (1967)
 MT0416
 MT0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0416'MARK NOT FOUND.
 MT0416
 MT0416                          STATION RECOVERY (1984)
 MT0416
 MT0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0416'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.15 KM
 MT0416'(0.1 MI) NORTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE IN DEETH,
 MT0416'THENCE 0.55 KM (0.35 MI) NORTHEAST ALONG A DIRT ROAD, THENCE 3.0 KM
 MT0416'(1.9 MI) NORTH ALONG A DIRT ROAD, 10.7 METERS (35 FT) EAST OF THE
 MT0416'CENTER OF THE ROAD AND 56.1 METERS (184 FT) NORTH OF THE CENTER OF THE
 MT0416'NORTHWEST END OF A NORTHWEST-SOUTHEAST DIRT DRAINAGE DITCH.
 MT0416'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 MT0416'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0423 ***********************************************************************
 GS0423  DESIGNATION -  C 405
 GS0423  PID         -  GS0423
 GS0423  STATE/COUNTY-  NV/NYE
 GS0423  USGS QUAD   -  FRANKLIN WELL (1987)
 GS0423
 GS0423                         *CURRENT SURVEY CONTROL
 GS0423  ___________________________________________________________________
 GS0423* NAD 83(1986)-  36 26 34.     (N)    116 25 18.     (W)     SCALED    
 GS0423* NAVD 88     -       677.458  (meters)    2222.63   (feet)  ADJUSTED  
 GS0423  ___________________________________________________________________
 GS0423  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GS0423  DYNAMIC HT  -         676.772 (meters)    2220.38  (feet)  COMP
 GS0423  MODELED GRAV-     979,598.7   (mgal)                       NAVD 88
 GS0423
 GS0423  VERT ORDER  -  FIRST     CLASS II
 GS0423
 GS0423.The horizontal coordinates were scaled from a topographic map and have
 GS0423.an estimated accuracy of +/- 6 seconds.
 GS0423
 GS0423.The orthometric height was determined by differential leveling
 GS0423.and adjusted by the National Geodetic Survey in June 1991..
 GS0423
 GS0423.The geoid height was determined by GEOID03.
 GS0423
 GS0423.The dynamic height is computed by dividing the NAVD 88
 GS0423.geopotential number by the normal gravity value computed on the
 GS0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0423.degrees latitude (g = 980.6199 gals.).
 GS0423
 GS0423.The modeled gravity was interpolated from observed gravity values.
 GS0423
 GS0423;                    North         East    Units  Estimated Accuracy
 GS0423;SPC NV C     - 6,187,830.      521,960.      MT  (+/- 180 meters Scaled)
 GS0423
 GS0423                          SUPERSEDED SURVEY CONTROL
 GS0423
 GS0423  NGVD 29 (05/01/91)  676.674  (m)         2220.05   (f) ADJUSTED    1 2
 GS0423
 GS0423.Superseded values are not recommended for survey control.
 GS0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0423.See file dsdata.txt to determine how the superseded data were derived.
 GS0423
 GS0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA518332(NAD 83)
 GS0423_MARKER: I = METAL ROD
 GS0423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0423_SP_SET: STAINLESS STEEL ROD
 GS0423_STAMPING: C 405 1982
 GS0423_MARK LOGO: NGS   
 GS0423_PROJECTION: PROJECTING 3 CENTIMETERS
 GS0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GS0423+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2002
 GS0423_ROD/PIPE-DEPTH: 2.4  meters
 GS0423
 GS0423  HISTORY     - Date     Condition        Report By
 GS0423  HISTORY     - 1982     MONUMENTED       NGS
 GS0423  HISTORY     - 20020811 GOOD             USPSQD
 GS0423
 GS0423                          STATION DESCRIPTION
 GS0423
 GS0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0423'15.4 KM(9.6 MI) NORTH FROM DEATH VALLEY JUNCTION CA.
 GS0423'15.4 KM (9.6 MI) NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 GS0423'STATE HIGHWAY 190 AT DEATH VALLEY JUNCTION, 0.55 KM (0.35 MI) NORTH OF
 GS0423'MILEPOST 2, 0.6 KM (0.4 MI) SOUTH OF THE INTERSECTION OF A DIRT ROAD,
 GS0423'20.1 METERS (66 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 66.4 METERS
 GS0423'(227.5 FT) SOUTHWEST OF A POWER LINE POLE.
 GS0423'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 GS0423'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 GS0423
 GS0423                          STATION RECOVERY (2002)
 GS0423
 GS0423'RECOVERY NOTE BY US POWER SQUADRON 2002 (WK)
 GS0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1368 ***********************************************************************
 GR1368  DESIGNATION -  C 406
 GR1368  PID         -  GR1368
 GR1368  STATE/COUNTY-  NV/CLARK
 GR1368  USGS QUAD   -  MESQUITE (1985)
 GR1368
 GR1368                         *CURRENT SURVEY CONTROL
 GR1368  ___________________________________________________________________
 GR1368* NAD 83(1986)-  36 46 48.     (N)    114 06 27.     (W)     SCALED    
 GR1368* NAVD 88     -       477.785  (meters)    1567.53   (feet)  ADJUSTED  
 GR1368  ___________________________________________________________________
 GR1368  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 GR1368  DYNAMIC HT  -         477.313 (meters)    1565.98  (feet)  COMP
 GR1368  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 GR1368
 GR1368  VERT ORDER  -  FIRST     CLASS II
 GR1368
 GR1368.The horizontal coordinates were scaled from a topographic map and have
 GR1368.an estimated accuracy of +/- 6 seconds.
 GR1368
 GR1368.The orthometric height was determined by differential leveling
 GR1368.and adjusted by the National Geodetic Survey in June 1991..
 GR1368
 GR1368.The geoid height was determined by GEOID03.
 GR1368
 GR1368.The dynamic height is computed by dividing the NAVD 88
 GR1368.geopotential number by the normal gravity value computed on the
 GR1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1368.degrees latitude (g = 980.6199 gals.).
 GR1368
 GR1368.The modeled gravity was interpolated from observed gravity values.
 GR1368
 GR1368;                    North         East    Units  Estimated Accuracy
 GR1368;SPC NV E     - 8,226,230.      331,740.      MT  (+/- 180 meters Scaled)
 GR1368
 GR1368                          SUPERSEDED SURVEY CONTROL
 GR1368
 GR1368.No superseded survey control is available for this station.
 GR1368
 GR1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA581743(NAD 83)
 GR1368_MARKER: I = METAL ROD
 GR1368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1368_SP_SET: STAINLESS STEEL ROD
 GR1368_STAMPING: C 406 1982
 GR1368_MARK LOGO: NGS   
 GR1368_PROJECTION: FLUSH
 GR1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1368_ROD/PIPE-DEPTH: 12.2 meters
 GR1368
 GR1368  HISTORY     - Date     Condition        Report By
 GR1368  HISTORY     - 1982     MONUMENTED       NGS
 GR1368  HISTORY     - 19951007 GOOD             USPSQD
 GR1368
 GR1368                          STATION DESCRIPTION
 GR1368
 GR1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GR1368'2.1 KM (1.3 MI) NE FROM BUNKERVILLE.
 GR1368'2.1 KM (1.3 MI) NORTHEAST ALONG STATE HIGHWAY 170 FROM THE JUNCTION OF
 GR1368'MAIN STREET IN BUNKERVILLE, 1.6 KM (1.0 MI) SOUTHWEST OF THE SOUTH END
 GR1368'OF THE BRIDGE OVER THE VIRGIN RIVER, 0.9 METER (3 FT) SOUTHWEST OF THE
 GR1368'NORTHWEST POLE FOR A POWER LINE SPUR CROSSING THE HIGHWAY, 19.2 METERS
 GR1368'(63 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 92.9 METERS (305 FT)
 GR1368'SOUTHWEST OF MILEPOST 10, 51.8 METERS (170 FT) NORTHEAST OF THE
 GR1368'NORTHWEST END OF A 36 INCH CORRUGATED METAL PIPE CULVERT.
 GR1368'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 GR1368'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 GR1368
 GR1368                          STATION RECOVERY (1995)
 GR1368
 GR1368'RECOVERY NOTE BY US POWER SQUADRON 1995
 GR1368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1337 ***********************************************************************
 GR1337  DESIGNATION -  C 407
 GR1337  PID         -  GR1337
 GR1337  STATE/COUNTY-  NV/CLARK
 GR1337  USGS QUAD   -  CORN CREEK SPRINGS NW (1974)
 GR1337
 GR1337                         *CURRENT SURVEY CONTROL
 GR1337  ___________________________________________________________________
 GR1337* NAD 83(1986)-  36 29 38.     (N)    115 29 46.     (W)     SCALED    
 GR1337* NAVD 88     -       992.834  (meters)    3257.32   (feet)  ADJUSTED  
 GR1337  ___________________________________________________________________
 GR1337  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 GR1337  DYNAMIC HT  -         991.752 (meters)    3253.77  (feet)  COMP
 GR1337  MODELED GRAV-     979,509.1   (mgal)                       NAVD 88
 GR1337
 GR1337  VERT ORDER  -  FIRST     CLASS II
 GR1337
 GR1337.The horizontal coordinates were scaled from a topographic map and have
 GR1337.an estimated accuracy of +/- 6 seconds.
 GR1337
 GR1337.The orthometric height was determined by differential leveling
 GR1337.and adjusted by the National Geodetic Survey in June 1991..
 GR1337
 GR1337.The geoid height was determined by GEOID03.
 GR1337
 GR1337.The dynamic height is computed by dividing the NAVD 88
 GR1337.geopotential number by the normal gravity value computed on the
 GR1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1337.degrees latitude (g = 980.6199 gals.).
 GR1337
 GR1337.The modeled gravity was interpolated from observed gravity values.
 GR1337
 GR1337;                    North         East    Units  Estimated Accuracy
 GR1337;SPC NV E     - 8,193,470.      207,810.      MT  (+/- 180 meters Scaled)
 GR1337
 GR1337                          SUPERSEDED SURVEY CONTROL
 GR1337
 GR1337  NGVD 29 (05/01/91)  992.023  (m)         3254.66   (f) ADJUSTED    1 2
 GR1337
 GR1337.Superseded values are not recommended for survey control.
 GR1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1337.See file dsdata.txt to determine how the superseded data were derived.
 GR1337
 GR1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA346397(NAD 83)
 GR1337_MARKER: I = METAL ROD
 GR1337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1337_SP_SET: STAINLESS STEEL ROD
 GR1337_STAMPING: C 407 1983
 GR1337_MARK LOGO: NGS   
 GR1337_PROJECTION: FLUSH
 GR1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1337_ROD/PIPE-DEPTH: 4.1  meters
 GR1337
 GR1337  HISTORY     - Date     Condition        Report By
 GR1337  HISTORY     - 1983     MONUMENTED       NGS
 GR1337
 GR1337                          STATION DESCRIPTION
 GR1337
 GR1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1337'18.2 KM (11.3 MI) SE FROM INDIAN SPRINGS.
 GR1337'18.2 KM (11.35 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE POST OFFICE
 GR1337'IN INDIAN SPRINGS, 3.1 KM (1.95 MI) NORTHWEST OF THE JUNCTION OF STATE
 GR1337'HIGHWAY 156, 33.7 METERS (110.5 FT) NORTHEAST OF THE NORTH BOUND
 GR1337'CENTERLINE, 38.0 METERS (125 FT) NORTH OF MILEPOST 108.
 GR1337'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 GR1337'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1361 ***********************************************************************
 GR1361  DESIGNATION -  C 408
 GR1361  PID         -  GR1361
 GR1361  STATE/COUNTY-  NV/NYE
 GR1361  USGS QUAD   -  NIAVI WASH (1984)
 GR1361
 GR1361                         *CURRENT SURVEY CONTROL
 GR1361  ___________________________________________________________________
 GR1361* NAD 83(1986)-  36 35 43.     (N)    115 56 43.     (W)     SCALED    
 GR1361* NAVD 88     -      1107.765  (meters)    3634.39   (feet)  ADJUSTED  
 GR1361  ___________________________________________________________________
 GR1361  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 GR1361  DYNAMIC HT  -        1106.568 (meters)    3630.47  (feet)  COMP
 GR1361  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 GR1361
 GR1361  VERT ORDER  -  FIRST     CLASS II
 GR1361
 GR1361.The horizontal coordinates were scaled from a topographic map and have
 GR1361.an estimated accuracy of +/- 6 seconds.
 GR1361
 GR1361.The orthometric height was determined by differential leveling
 GR1361.and adjusted by the National Geodetic Survey in June 1991..
 GR1361
 GR1361.The geoid height was determined by GEOID03.
 GR1361
 GR1361.The dynamic height is computed by dividing the NAVD 88
 GR1361.geopotential number by the normal gravity value computed on the
 GR1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1361.degrees latitude (g = 980.6199 gals.).
 GR1361
 GR1361.The modeled gravity was interpolated from observed gravity values.
 GR1361
 GR1361;                    North         East    Units  Estimated Accuracy
 GR1361;SPC NV C     - 6,204,960.      564,550.      MT  (+/- 180 meters Scaled)
 GR1361
 GR1361                          SUPERSEDED SURVEY CONTROL
 GR1361
 GR1361  NGVD 29 (05/01/91) 1106.918  (m)         3631.61   (f) ADJUSTED    1 2
 GR1361
 GR1361.Superseded values are not recommended for survey control.
 GR1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1361.See file dsdata.txt to determine how the superseded data were derived.
 GR1361
 GR1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA943504(NAD 83)
 GR1361_MARKER: I = METAL ROD
 GR1361_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1361_SP_SET: STAINLESS STEEL ROD
 GR1361_STAMPING: C 408 1983
 GR1361_MARK LOGO: NGS   
 GR1361_PROJECTION: FLUSH
 GR1361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1361+STABILITY: POSITION/ELEVATION WELL
 GR1361_ROD/PIPE-DEPTH: 5.8  meters
 GR1361
 GR1361  HISTORY     - Date     Condition        Report By
 GR1361  HISTORY     - 1983     MONUMENTED       NGS
 GR1361
 GR1361                          STATION DESCRIPTION
 GR1361
 GR1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1361'25.2 KM (15.8 MI) WEST FROM INDIAN SPRINGS.
 GR1361'25.25 KM (15.8 MI) WEST ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 GR1361'INDIAN SPRINGS, 31.7 METERS (104 FT) NORTH OF MILEPOST 3, 24.4 METERS
 GR1361'(80 FT) NORTHEAST OF THE WEST BOUND CENTERLINE, 35.0 METERS (115 FT)
 GR1361'SOUTHEAST OF THE SOUTHEAST ONE OF TWO WOODEN FENCE BRACES, 0.6 METER
 GR1361'(0.2 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 GR1361'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 GR1361'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0475 ***********************************************************************
 GS0475  DESIGNATION -  C 409
 GS0475  PID         -  GS0475
 GS0475  STATE/COUNTY-  NV/NYE
 GS0475  USGS QUAD   -  BIG DUNE (1986)
 GS0475
 GS0475                         *CURRENT SURVEY CONTROL
 GS0475  ___________________________________________________________________
 GS0475* NAD 83(1986)-  36 41 29.     (N)    116 33 56.     (W)     SCALED    
 GS0475* NAVD 88     -       791.566  (meters)    2597.00   (feet)  ADJUSTED  
 GS0475  ___________________________________________________________________
 GS0475  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GS0475  DYNAMIC HT  -         790.767 (meters)    2594.37  (feet)  COMP
 GS0475  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 GS0475
 GS0475  VERT ORDER  -  FIRST     CLASS II
 GS0475
 GS0475.The horizontal coordinates were scaled from a topographic map and have
 GS0475.an estimated accuracy of +/- 6 seconds.
 GS0475
 GS0475.The orthometric height was determined by differential leveling
 GS0475.and adjusted by the National Geodetic Survey in June 1991..
 GS0475
 GS0475.The geoid height was determined by GEOID03.
 GS0475
 GS0475.The dynamic height is computed by dividing the NAVD 88
 GS0475.geopotential number by the normal gravity value computed on the
 GS0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0475.degrees latitude (g = 980.6199 gals.).
 GS0475
 GS0475.The modeled gravity was interpolated from observed gravity values.
 GS0475
 GS0475;                    North         East    Units  Estimated Accuracy
 GS0475;SPC NV C     - 6,215,390.      509,040.      MT  (+/- 180 meters Scaled)
 GS0475
 GS0475                          SUPERSEDED SURVEY CONTROL
 GS0475
 GS0475  NGVD 29 (05/01/91)  790.755  (m)         2594.34   (f) ADJUSTED    1 2
 GS0475
 GS0475.Superseded values are not recommended for survey control.
 GS0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0475.See file dsdata.txt to determine how the superseded data were derived.
 GS0475
 GS0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA388607(NAD 83)
 GS0475_MARKER: I = METAL ROD
 GS0475_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0475_SP_SET: STAINLESS STEEL ROD
 GS0475_STAMPING: C 409 1983
 GS0475_MARK LOGO: NGS   
 GS0475_PROJECTION: FLUSH
 GS0475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0475+STABILITY: POSITION/ELEVATION WELL
 GS0475_ROD/PIPE-DEPTH: 9.1  meters
 GS0475
 GS0475  HISTORY     - Date     Condition        Report By
 GS0475  HISTORY     - 1983     MONUMENTED       NGS
 GS0475
 GS0475                          STATION DESCRIPTION
 GS0475
 GS0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0475'15.6 KM (9.7 MI) NW FROM LATHROP WELLS.
 GS0475'15.6 KM (9.75 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0475'STATE HIGHWAY 373 IN LATHROP WELLS, 61.5 METERS (202 FT)
 GS0475'WEST-SOUTHWEST OF MILEPOST 40, 62.9 METERS (206.5 FT) SOUTHWEST OF THE
 GS0475'HIGHWAY CENTERLINE, 42.3 METERS (139 FT) EAST OF THE SOUTHEAST END OF
 GS0475'A WOODEN BRACE IN THE RIGHT OF WAY FENCE, 31.1 METERS (102 FT)
 GS0475'NORTHEAST OF THE RIGHT OF WAY FENCE, 2.7 METERS (9 FT) SOUTHEAST OF A
 GS0475'POWER POLE AND IN LINE WITH THE POWER POLES.
 GS0475'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 GS0475'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0386 ***********************************************************************
 MT0386  DESIGNATION -  C 41
 MT0386  PID         -  MT0386
 MT0386  STATE/COUNTY-  NV/ELKO
 MT0386  USGS QUAD   -  JARBIDGE SOUTH (1986)
 MT0386
 MT0386                         *CURRENT SURVEY CONTROL
 MT0386  ___________________________________________________________________
 MT0386* NAD 83(1994)-  41 49 36.98781(N)    115 28 08.22441(W)     ADJUSTED  
 MT0386* NAVD 88     -      2588.488  (meters)    8492.40   (feet)  ADJUSTED  
 MT0386  ___________________________________________________________________
 MT0386  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 MT0386  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 MT0386  DYNAMIC HT  -        2586.155 (meters)    8484.74  (feet)  COMP
 MT0386  MODELED GRAV-     979,626.5   (mgal)                       NAVD 88
 MT0386
 MT0386  HORZ ORDER  -  SECOND
 MT0386  VERT ORDER  -  SECOND    CLASS 0
 MT0386
 MT0386.The horizontal coordinates were established by classical geodetic methods
 MT0386.and adjusted by the National Geodetic Survey in June 1998..
 MT0386
 MT0386.The orthometric height was determined by differential leveling
 MT0386.and adjusted by the National Geodetic Survey in June 1991..
 MT0386
 MT0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0386
 MT0386.The geoid height was determined by GEOID03.
 MT0386
 MT0386.The dynamic height is computed by dividing the NAVD 88
 MT0386.geopotential number by the normal gravity value computed on the
 MT0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0386.degrees latitude (g = 980.6199 gals.).
 MT0386
 MT0386.The modeled gravity was interpolated from observed gravity values.
 MT0386
 MT0386;                    North         East     Units Scale Factor Converg.
 MT0386;SPC NV E     - 8,785,484.385   209,501.329   MT  0.99990111   +0 04 34.6
 MT0386;SPC NV E     -28,823,710.02    687,338.94   sFT  0.99990111   +0 04 34.6
 MT0386;UTM  11      - 4,631,694.984   627,142.502   MT  0.99979892   +1 01 16.2
 MT0386
 MT0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0386!SPC NV E     -   0.99959664  x   0.99990111  =   0.99949779
 MT0386!UTM  11      -   0.99959664  x   0.99979892  =   0.99939564
 MT0386
 MT0386|---------------------------------------------------------------------|
 MT0386| PID    Reference Object                     Distance      Geod. Az  |
 MT0386|                                                           dddmmss.s |
 MT0386| DD5378 C 41 RM 1                            11.702 METERS 08136     |
 MT0386| DD5379 C 41 RM 2                             8.325 METERS 18203     |
 MT0386| DD5377 C 41 AZ MK                                         1955418.8 |
 MT0386|---------------------------------------------------------------------|
 MT0386
 MT0386                          SUPERSEDED SURVEY CONTROL
 MT0386
 MT0386  NAD 83(1986)-  41 49 36.98290(N)    115 28 08.21954(W) AD(       ) 2
 MT0386  NAD 27      -  41 49 37.32645(N)    115 28 04.95791(W) AD(       ) 2
 MT0386  NGVD 29 (??/??/92) 2587.068  (m)         8487.74   (f) ADJ UNCH    2 0
 MT0386
 MT0386.Superseded values are not recommended for survey control.
 MT0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0386.See file dsdata.txt to determine how the superseded data were derived.
 MT0386
 MT0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG2714331695(NAD 83)
 MT0386_MARKER: DB = BENCH MARK DISK
 MT0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0386_STAMPING: C-41 1934
 MT0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0386+STABILITY: SURFACE MOTION
 MT0386
 MT0386  HISTORY     - Date     Condition        Report By
 MT0386  HISTORY     - 1934     MONUMENTED       CGS
 MT0386  HISTORY     - 1948     GOOD             CGS
 MT0386
 MT0386                          STATION DESCRIPTION
 MT0386
 MT0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0386'6.3 MI S FROM JARBIDGE.
 MT0386'6.3 MILES SOUTH OF PUBLIC SCHOOL AT JARBIDGE ON TOP OF SUMMIT OF RANGE
 MT0386'OF MOUNTAINS BETWEEN CHARLESTON AND JARBIDGE.  33 FEET EAST OF THE
 MT0386'CENTERLINE OF ROAD.
 MT0386
 MT0386                          STATION RECOVERY (1948)
 MT0386
 MT0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 MT0386'THE STATION IS ABOUT 6 MILES SOUTH SOUTHWEST OF JARBIDGE,
 MT0386'AT THE SUMMIT OF THE COON CREEK GRADE ON THE JARBIDGE-CHARLESTON
 MT0386'ROAD.
 MT0386'
 MT0386'TO REACH THE STATION FROM THE SCHOOLHOUSE IN JARBIDGE GO
 MT0386'SOUTHERLY UP THE CANYON ROAD TOWARDS CHARLESTON FOR 2.0 MILES.
 MT0386'TAKE RIGHT FORK UP STEEP GRADE FOR 4.6 MILES TO THE SUMMIT
 MT0386'AND STATION ON THE LEFT.
 MT0386'
 MT0386'THE STATION MARK IS A STANDARD BRONZE BENCH MARK SET IN A
 MT0386'CYLINDRICAL CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 25
 MT0386'FEET EAST OF THE ROAD, AND 6 FEET SOUTH OF A WHITE POST.
 MT0386'IT IS STAMPED C-41 1934.
 MT0386'
 MT0386'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 MT0386'A BURIED BOULDER PROJECTING ABOUT 1 INCH, AND IS ABOUT 6
 MT0386'INCHES HIGHER THAN THE STATION.  IT IS STAMPED BM C-41 1947.
 MT0386'
 MT0386'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET
 MT0386'IN A BURIED BOULDER PROJECTING ABOUT 4 INCHES AND IS ABOUT THE
 MT0386'SAME ELEVATION AS THE STATION.  IT IS STAMPED BM C41 1947.
 MT0386'
 MT0386'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A LARGE
 MT0386'MASS OF OUTCROP 3/4 MILE AIRLINE OR 1.1 MILE BY ROAD SOUTH
 MT0386'SOUTHWEST OF THE STATION AND 100 YARDS WEST OF THE ROAD AND
 MT0386'ABOUT 50 FEET LOWER THAN THE ROAD AT A POINT ABOUT 100 FEET
 MT0386'NORTH OF A SHARP CURVE SIGN.  IT IS STAMPED BM C 41 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0433 ***********************************************************************
 JQ0433  DESIGNATION -  C 410
 JQ0433  PID         -  JQ0433
 JQ0433  STATE/COUNTY-  NV/NYE
 JQ0433  USGS QUAD   -  TONOPAH (1982)
 JQ0433
 JQ0433                         *CURRENT SURVEY CONTROL
 JQ0433  ___________________________________________________________________
 JQ0433* NAD 83(1986)-  38 03 22.     (N)    117 13 00.     (W)     SCALED    
 JQ0433* NAVD 88     -      1896.880  (meters)    6223.35   (feet)  ADJUSTED  
 JQ0433  ___________________________________________________________________
 JQ0433  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 JQ0433  DYNAMIC HT  -        1894.712 (meters)    6216.23  (feet)  COMP
 JQ0433  MODELED GRAV-     979,418.7   (mgal)                       NAVD 88
 JQ0433
 JQ0433  VERT ORDER  -  FIRST     CLASS II
 JQ0433
 JQ0433.The horizontal coordinates were scaled from a topographic map and have
 JQ0433.an estimated accuracy of +/- 6 seconds.
 JQ0433
 JQ0433.The orthometric height was determined by differential leveling
 JQ0433.and adjusted by the National Geodetic Survey in June 1991..
 JQ0433
 JQ0433.The geoid height was determined by GEOID03.
 JQ0433
 JQ0433.The dynamic height is computed by dividing the NAVD 88
 JQ0433.geopotential number by the normal gravity value computed on the
 JQ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0433.degrees latitude (g = 980.6199 gals.).
 JQ0433
 JQ0433.The modeled gravity was interpolated from observed gravity values.
 JQ0433
 JQ0433;                    North         East    Units  Estimated Accuracy
 JQ0433;SPC NV C     - 6,366,970.      451,730.      MT  (+/- 180 meters Scaled)
 JQ0433
 JQ0433                          SUPERSEDED SURVEY CONTROL
 JQ0433
 JQ0433  NGVD 29 (05/01/91) 1895.617  (m)         6219.20   (f) ADJUSTED    1 2
 JQ0433
 JQ0433.Superseded values are not recommended for survey control.
 JQ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0433.See file dsdata.txt to determine how the superseded data were derived.
 JQ0433
 JQ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC809120(NAD 83)
 JQ0433_MARKER: DB = BENCH MARK DISK
 JQ0433_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0433_SP_SET: ROCK OUTCROP
 JQ0433_STAMPING: C 410 1983
 JQ0433_MARK LOGO: NGS   
 JQ0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0433+STABILITY: POSITION/ELEVATION WELL
 JQ0433
 JQ0433  HISTORY     - Date     Condition        Report By
 JQ0433  HISTORY     - 1983     MONUMENTED       NGS
 JQ0433  HISTORY     - 1984     GOOD             NGS
 JQ0433  HISTORY     - 1984     GOOD             NGS
 JQ0433
 JQ0433                          STATION DESCRIPTION
 JQ0433
 JQ0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JQ0433'1.0 KM (0.6 MI) SE FROM TONOPAH.
 JQ0433'1.0 KM (0.6 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 JQ0433'STATE HIGHWAY 6 IN TONOPAH, IN TOP OF A MASSIVE OUTCROP ON THE
 JQ0433'NORTHEAST SLOPE OF A SMALL KNOLL, 0.3 KM (0.2 MI) SOUTHEAST OF A NEW
 JQ0433'SHOPPING CENTER, 21.3 METERS (70 FT) WEST OF THE HIGHWAY CENTERLINE,
 JQ0433'0.9 METER (3 FT) WEST OF A SLOPE CUT.
 JQ0433'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 JQ0433'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JQ0433
 JQ0433                          STATION RECOVERY (1984)
 JQ0433
 JQ0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0433'RECOVERED IN GOOD CONDITION.
 JQ0433
 JQ0433                          STATION RECOVERY (1984)
 JQ0433
 JQ0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0835 ***********************************************************************
 HQ0835  DESIGNATION -  C 411
 HQ0835  PID         -  HQ0835
 HQ0835  STATE/COUNTY-  NV/ESMERALDA
 HQ0835  USGS QUAD   -  RALSTON (1988)
 HQ0835
 HQ0835                         *CURRENT SURVEY CONTROL
 HQ0835  ___________________________________________________________________
 HQ0835* NAD 83(1986)-  37 37 10.     (N)    117 13 09.     (W)     SCALED    
 HQ0835* NAVD 88     -      1648.473  (meters)    5408.37   (feet)  ADJUSTED  
 HQ0835  ___________________________________________________________________
 HQ0835  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 HQ0835  DYNAMIC HT  -        1646.622 (meters)    5402.29  (feet)  COMP
 HQ0835  MODELED GRAV-     979,448.7   (mgal)                       NAVD 88
 HQ0835
 HQ0835  VERT ORDER  -  FIRST     CLASS II
 HQ0835
 HQ0835.The horizontal coordinates were scaled from a topographic map and have
 HQ0835.an estimated accuracy of +/- 6 seconds.
 HQ0835
 HQ0835.The orthometric height was determined by differential leveling
 HQ0835.and adjusted by the National Geodetic Survey in June 1991..
 HQ0835
 HQ0835.The geoid height was determined by GEOID03.
 HQ0835
 HQ0835.The dynamic height is computed by dividing the NAVD 88
 HQ0835.geopotential number by the normal gravity value computed on the
 HQ0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0835.degrees latitude (g = 980.6199 gals.).
 HQ0835
 HQ0835.The modeled gravity was interpolated from observed gravity values.
 HQ0835
 HQ0835;                    North         East    Units  Estimated Accuracy
 HQ0835;SPC NV W     - 4,319,240.      920,430.      MT  (+/- 180 meters Scaled)
 HQ0835
 HQ0835                          SUPERSEDED SURVEY CONTROL
 HQ0835
 HQ0835  NGVD 29 (05/01/91) 1647.346  (m)         5404.67   (f) ADJUSTED    1 2
 HQ0835
 HQ0835.Superseded values are not recommended for survey control.
 HQ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0835.See file dsdata.txt to determine how the superseded data were derived.
 HQ0835
 HQ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB806636(NAD 83)
 HQ0835_MARKER: DB = BENCH MARK DISK
 HQ0835_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0835_SP_SET: ROCK OUTCROP
 HQ0835_STAMPING: C 411 1983
 HQ0835_MARK LOGO: NGS   
 HQ0835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0835+STABILITY: POSITION/ELEVATION WELL
 HQ0835
 HQ0835  HISTORY     - Date     Condition        Report By
 HQ0835  HISTORY     - 1983     MONUMENTED       NGS
 HQ0835
 HQ0835                          STATION DESCRIPTION
 HQ0835
 HQ0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0835'10.5 KM (6.5 MI) SOUTH FROM GOLDFIELD.
 HQ0835'10.5 KM (6.5 MI) SOUTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0835'GOLDFIELD, IN TOP OF A PORTION OF MASSIVE OUTCROP IN THE EAST CUT AT
 HQ0835'THE NORTH END OF A FILL, 16.4 METERS (54 FT) EAST OF THE HIGHWAY
 HQ0835'CENTERLINE, 36.5 METERS (120 FT) NORTH OF THE SOUTH END OF THE CUT.
 HQ0835'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 HQ0835'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0798 ***********************************************************************
 HQ0798  DESIGNATION -  C 412
 HQ0798  PID         -  HQ0798
 HQ0798  STATE/COUNTY-  NV/NYE
 HQ0798  USGS QUAD   -  SPRINGDALE NW (1986)
 HQ0798
 HQ0798                         *CURRENT SURVEY CONTROL
 HQ0798  ___________________________________________________________________
 HQ0798* NAD 83(1986)-  37 11 05.     (N)    116 56 08.     (W)     SCALED    
 HQ0798* NAVD 88     -      1236.374  (meters)    4056.34   (feet)  ADJUSTED  
 HQ0798  ___________________________________________________________________
 HQ0798  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 HQ0798  DYNAMIC HT  -        1235.032 (meters)    4051.93  (feet)  COMP
 HQ0798  MODELED GRAV-     979,502.4   (mgal)                       NAVD 88
 HQ0798
 HQ0798  VERT ORDER  -  FIRST     CLASS II
 HQ0798
 HQ0798.The horizontal coordinates were scaled from a topographic map and have
 HQ0798.an estimated accuracy of +/- 6 seconds.
 HQ0798
 HQ0798.The orthometric height was determined by differential leveling
 HQ0798.and adjusted by the National Geodetic Survey in June 1991..
 HQ0798
 HQ0798.The geoid height was determined by GEOID03.
 HQ0798
 HQ0798.The dynamic height is computed by dividing the NAVD 88
 HQ0798.geopotential number by the normal gravity value computed on the
 HQ0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0798.degrees latitude (g = 980.6199 gals.).
 HQ0798
 HQ0798.The modeled gravity was interpolated from observed gravity values.
 HQ0798
 HQ0798;                    North         East    Units  Estimated Accuracy
 HQ0798;SPC NV C     - 6,270,160.      476,130.      MT  (+/- 180 meters Scaled)
 HQ0798
 HQ0798                          SUPERSEDED SURVEY CONTROL
 HQ0798
 HQ0798  NGVD 29 (05/01/91) 1235.375  (m)         4053.06   (f) ADJUSTED    1 2
 HQ0798
 HQ0798.Superseded values are not recommended for survey control.
 HQ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0798.See file dsdata.txt to determine how the superseded data were derived.
 HQ0798
 HQ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB057153(NAD 83)
 HQ0798_MARKER: DB = BENCH MARK DISK
 HQ0798_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0798_SP_SET: ROCK OUTCROP
 HQ0798_STAMPING: C 412 1983
 HQ0798_MARK LOGO: NGS   
 HQ0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0798+STABILITY: POSITION/ELEVATION WELL
 HQ0798
 HQ0798  HISTORY     - Date     Condition        Report By
 HQ0798  HISTORY     - 1983     MONUMENTED       NGS
 HQ0798
 HQ0798                          STATION DESCRIPTION
 HQ0798
 HQ0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0798'40.4 KM (25.3 MI) NORTH FROM BEATTY.
 HQ0798'40.45 KM (25.3 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 HQ0798'STATE HIGHWAY 374 IN BEATTY, IN TOP OF AND 4.5 METERS (15 FT) NORTH OF
 HQ0798'THE SOUTH EDGE OF A MASSIVE VOLCANIC ROCK OUTCROP AT THE CENTER OF THE
 HQ0798'SOUTH SLOPE OF A SMALL OUTCROP TOPPED KNOLL, 8.75 KM (5.45 MI)
 HQ0798'NORTHWEST OF THE T-JUNCTION OF A PAVED ROAD LEADING NORTHEAST INTO THE
 HQ0798'NELLIS AIR FORCE RANGE, 100.1 METERS (328.5 FT) NORTH-NORTHEAST OF
 HQ0798'MILEPOST 84, 93.9 METERS (308 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 HQ0798'15.5 METERS (51 FT) NORTHWEST OF THE CENTER OF A RAVINE, 26.7 METERS
 HQ0798'(87.5 FT) NORTHEAST OF A TELEPHONE POLE, 0.5 METER (1.5 FT) NORTHEAST
 HQ0798'OF THE SOUTHWEST END AND BOTTOM EDGE OF THE OUTCROP.
 HQ0798'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 HQ0798'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0826 ***********************************************************************
 HQ0826  DESIGNATION -  C 413
 HQ0826  PID         -  HQ0826
 HQ0826  STATE/COUNTY-  NV/ESMERALDA
 HQ0826  USGS QUAD   -  STONEWALL PASS (1968)
 HQ0826
 HQ0826                         *CURRENT SURVEY CONTROL
 HQ0826  ___________________________________________________________________
 HQ0826* NAD 83(1986)-  37 28 34.     (N)    117 10 41.     (W)     SCALED    
 HQ0826* NAVD 88     -      1410.235  (meters)    4626.75   (feet)  ADJUSTED  
 HQ0826  ___________________________________________________________________
 HQ0826  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 HQ0826  DYNAMIC HT  -        1408.694 (meters)    4621.69  (feet)  COMP
 HQ0826  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 HQ0826
 HQ0826  VERT ORDER  -  FIRST     CLASS II
 HQ0826
 HQ0826.The horizontal coordinates were scaled from a topographic map and have
 HQ0826.an estimated accuracy of +/- 6 seconds.
 HQ0826
 HQ0826.The orthometric height was determined by differential leveling
 HQ0826.and adjusted by the National Geodetic Survey in June 1991..
 HQ0826
 HQ0826.The geoid height was determined by GEOID03.
 HQ0826
 HQ0826.The dynamic height is computed by dividing the NAVD 88
 HQ0826.geopotential number by the normal gravity value computed on the
 HQ0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0826.degrees latitude (g = 980.6199 gals.).
 HQ0826
 HQ0826.The modeled gravity was interpolated from observed gravity values.
 HQ0826
 HQ0826;                    North         East    Units  Estimated Accuracy
 HQ0826;SPC NV W     - 4,303,390.      924,290.      MT  (+/- 180 meters Scaled)
 HQ0826
 HQ0826                          SUPERSEDED SURVEY CONTROL
 HQ0826
 HQ0826  NGVD 29 (05/01/91) 1409.170  (m)         4623.25   (f) ADJUSTED    1 2
 HQ0826
 HQ0826.Superseded values are not recommended for survey control.
 HQ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0826.See file dsdata.txt to determine how the superseded data were derived.
 HQ0826
 HQ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB842477(NAD 83)
 HQ0826_MARKER: I = METAL ROD
 HQ0826_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HQ0826_SP_SET: STAINLESS STEEL ROD
 HQ0826_STAMPING: C 413 1983
 HQ0826_MARK LOGO: NGS   
 HQ0826_PROJECTION: FLUSH
 HQ0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0826_ROD/PIPE-DEPTH: 6.1  meters
 HQ0826
 HQ0826  HISTORY     - Date     Condition        Report By
 HQ0826  HISTORY     - 1983     MONUMENTED       NGS
 HQ0826
 HQ0826                          STATION DESCRIPTION
 HQ0826
 HQ0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0826'26.5 KM (16.4 MI) SOUTH FROM GOLDFIELD.
 HQ0826'26.5 KM (16.4 MI) SOUTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0826'GOLDFIELD, 2.95 KM (1.85 MI) SOUTH OF THE T-JUNCTION OF STATE HIGHWAY
 HQ0826'266, 0.55 KM (0.35 MI) NORTH OF MILEPOST 2, 79.5 METERS (261 FT) WEST
 HQ0826'OF THE HIGHWAY CENTERLINE, 68.6 METERS (225 FT) WEST OF THE WEST END
 HQ0826'OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 23.4 METERS (77 FT)
 HQ0826'NORTHWEST OF A POWER POLE, 0.9 METER (3 FT) NORTHEAST OF THE SOUTH END
 HQ0826'OF A STEEL PIPE BRACE IN THE RIGHT-OF-WAY FENCE, 0.5 METER (1.5 FT)
 HQ0826'EAST OF THE RIGHT-OF-WAY FENCE.
 HQ0826'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 HQ0826'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0360 ***********************************************************************
 MU0360  DESIGNATION -  C 414
 MU0360  PID         -  MU0360
 MU0360  STATE/COUNTY-  NV/ELKO
 MU0360  USGS QUAD   -  WATER PIPE CANYON (1987)
 MU0360
 MU0360                         *CURRENT SURVEY CONTROL
 MU0360  ___________________________________________________________________
 MU0360* NAD 83(1986)-  41 19 08.     (N)    116 06 45.     (W)     SCALED    
 MU0360* NAVD 88     -      1764.481  (meters)    5788.97   (feet)  ADJUSTED  
 MU0360  ___________________________________________________________________
 MU0360  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 MU0360  DYNAMIC HT  -        1763.020 (meters)    5784.17  (feet)  COMP
 MU0360  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 MU0360
 MU0360  VERT ORDER  -  FIRST     CLASS II
 MU0360
 MU0360.The horizontal coordinates were scaled from a topographic map and have
 MU0360.an estimated accuracy of +/- 6 seconds.
 MU0360
 MU0360.The orthometric height was determined by differential leveling
 MU0360.and adjusted by the National Geodetic Survey in June 1991..
 MU0360
 MU0360.The geoid height was determined by GEOID03.
 MU0360
 MU0360.The dynamic height is computed by dividing the NAVD 88
 MU0360.geopotential number by the normal gravity value computed on the
 MU0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0360.degrees latitude (g = 980.6199 gals.).
 MU0360
 MU0360.The modeled gravity was interpolated from observed gravity values.
 MU0360
 MU0360;                    North         East    Units  Estimated Accuracy
 MU0360;SPC NV E     - 8,729,190.      155,700.      MT  (+/- 180 meters Scaled)
 MU0360
 MU0360                          SUPERSEDED SURVEY CONTROL
 MU0360
 MU0360.No superseded survey control is available for this station.
 MU0360
 MU0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF742745(NAD 83)
 MU0360_MARKER: I = METAL ROD
 MU0360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0360_SP_SET: STAINLESS STEEL ROD
 MU0360_STAMPING: C 414 1983
 MU0360_MARK LOGO: NGS   
 MU0360_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0360
 MU0360  HISTORY     - Date     Condition        Report By
 MU0360  HISTORY     - 1983     MONUMENTED       NGS
 MU0360  HISTORY     - 19840601 GOOD             NGS
 MU0360
 MU0360                          STATION DESCRIPTION
 MU0360
 MU0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0360'LOCATION--29.8 KM (18.5 MI) SOUTH OF DEEP CREEK. 29.8 KM (18.5 MI)
 MU0360'SOUTH ALONG STATE HIGHWAY 226 FROM THE BRIDGE AT DEEP CREEK, 0.6 KM
 MU0360'(0.4 MI) NORTH OF A GRAVEL ROAD LEADING EAST, 14.9 KM (49 FT) EAST OF
 MU0360'THE HIGHWAY CENTERLINE, 19.5 M (64 FT) SOUTH OF THE SOUTH END OF A
 MU0360'CATTLE GUARD, 1.3 M (4.5 FT) SOUTH OF A TELEPHONE POLE AND 0.4 M (1.5
 MU0360'FT) EAST OF THE RIGHT OF WAY FENCE. A STAINLESS STEEL ROD SET TO THE
 MU0360'DEPTH OF 4.5 M ENCASED IN A PIPE FLUSH WITH THE GROUND.  0.6 M BELOW
 MU0360'THE HIGHWAY.  0.3 M SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0672 ***********************************************************************
 MT0672  DESIGNATION -  C 415
 MT0672  PID         -  MT0672
 MT0672  STATE/COUNTY-  NV/ELKO
 MT0672  USGS QUAD   -  DINNER STATION (1971)
 MT0672
 MT0672                         *CURRENT SURVEY CONTROL
 MT0672  ___________________________________________________________________
 MT0672* NAD 83(1986)-  41 07 04.     (N)    115 51 33.     (W)     SCALED    
 MT0672* NAVD 88     -      1807.653  (meters)    5930.61   (feet)  ADJUSTED  
 MT0672  ___________________________________________________________________
 MT0672  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 MT0672  DYNAMIC HT  -        1806.095 (meters)    5925.50  (feet)  COMP
 MT0672  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 MT0672
 MT0672  VERT ORDER  -  FIRST     CLASS II
 MT0672
 MT0672.The horizontal coordinates were scaled from a topographic map and have
 MT0672.an estimated accuracy of +/- 6 seconds.
 MT0672
 MT0672.The orthometric height was determined by differential leveling
 MT0672.and adjusted by the National Geodetic Survey in June 1991..
 MT0672
 MT0672.The geoid height was determined by GEOID03.
 MT0672
 MT0672.The dynamic height is computed by dividing the NAVD 88
 MT0672.geopotential number by the normal gravity value computed on the
 MT0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0672.degrees latitude (g = 980.6199 gals.).
 MT0672
 MT0672.The modeled gravity was interpolated from observed gravity values.
 MT0672
 MT0672;                    North         East    Units  Estimated Accuracy
 MT0672;SPC NV E     - 8,706,760.      176,840.      MT  (+/- 180 meters Scaled)
 MT0672
 MT0672                          SUPERSEDED SURVEY CONTROL
 MT0672
 MT0672.No superseded survey control is available for this station.
 MT0672
 MT0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF957524(NAD 83)
 MT0672_MARKER: I = METAL ROD
 MT0672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0672_SP_SET: STAINLESS STEEL ROD
 MT0672_STAMPING: C 415 1983
 MT0672_MARK LOGO: NGS   
 MT0672_MAGNETIC: I = MARKER IS A STEEL ROD
 MT0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0672
 MT0672  HISTORY     - Date     Condition        Report By
 MT0672  HISTORY     - 1983     MONUMENTED       NGS
 MT0672  HISTORY     - 19840601 GOOD             NGS
 MT0672
 MT0672                          STATION DESCRIPTION
 MT0672
 MT0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MT0672'LOCATION--38.8 KM (24.1 MI) NORTH OF ELKO. 38.8 KM (24.15 MI) NORTH
 MT0672'ALONG STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80 AT ELKO, AT
 MT0672'A TRACK ROAD LEADING EAST, 0.5 KM (0.3 MI) SOUTH OF A HIGH TENSION
 MT0672'POWER LINE, 0.2 KM (0.1 MI) NORTH OF A GRAVEL ROAD LEADING WEST TO THE
 MT0672'FOX SPRING RANCH, 14.9 M (49 FT) EAST OF THE HIGHWAY CENTERLINE, 49.3
 MT0672'M (162 FT) WEST OF THE CENTER OF A WIRE GATE AND 0.4 M (1.5 FT) NORTH
 MT0672'OF A RIGHT OF WAY FENCE CORNER. A STAINLESS STEEL ROD SET TO THE DEPTH
 MT0672'OF 13.7 M ENCASED IN A PIPE FLUSH WITH THE GROUND.  0.4 M BELOW THE
 MT0672'HIGHWAY.  0.4 M NORTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0568 ***********************************************************************
 LQ0568  DESIGNATION -  C 416
 LQ0568  PID         -  LQ0568
 LQ0568  STATE/COUNTY-  NV/ELKO
 LQ0568  USGS QUAD   -  ELKO WEST (1975)
 LQ0568
 LQ0568                         *CURRENT SURVEY CONTROL
 LQ0568  ___________________________________________________________________
 LQ0568* NAD 83(1999)-  40 50 23.47416(N)    115 48 27.17917(W)     ADJUSTED  
 LQ0568* NAVD 88     -      1597.634  (meters)    5241.57   (feet)  ADJUSTED  
 LQ0568  ___________________________________________________________________
 LQ0568  EPOCH DATE  -        1999.37
 LQ0568  X           -  -2,104,234.419 (meters)                     COMP
 LQ0568  Y           -  -4,351,354.616 (meters)                     COMP
 LQ0568  Z           -   4,150,017.268 (meters)                     COMP
 LQ0568  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 LQ0568  ELLIP HEIGHT-        1578.97  (meters)          (05/16/00) GPS OBS
 LQ0568  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 LQ0568  DYNAMIC HT  -        1596.291 (meters)    5237.16  (feet)  COMP
 LQ0568  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 LQ0568
 LQ0568  HORZ ORDER  -  A
 LQ0568  VERT ORDER  -  FIRST     CLASS II
 LQ0568  ELLP ORDER  -  FOURTH    CLASS I
 LQ0568
 LQ0568.The horizontal coordinates were established by GPS observations
 LQ0568.and adjusted by the National Geodetic Survey in May 2000..
 LQ0568.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 LQ0568.DATUM ITEM on the data sheet items page.
 LQ0568.The horizontal coordinates are valid at the epoch date displayed above.
 LQ0568.The epoch date for horizontal control is a decimal equivalence
 LQ0568.of Year/Month/Day.
 LQ0568
 LQ0568.The orthometric height was determined by differential leveling
 LQ0568.and adjusted by the National Geodetic Survey in June 1991..
 LQ0568
 LQ0568.Photographs are available for this station.
 LQ0568
 LQ0568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LQ0568
 LQ0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0568
 LQ0568.The ellipsoidal height was determined by GPS observations
 LQ0568.and is referenced to NAD 83.
 LQ0568
 LQ0568.The geoid height was determined by GEOID03.
 LQ0568
 LQ0568.The dynamic height is computed by dividing the NAVD 88
 LQ0568.geopotential number by the normal gravity value computed on the
 LQ0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0568.degrees latitude (g = 980.6199 gals.).
 LQ0568
 LQ0568.The modeled gravity was interpolated from observed gravity values.
 LQ0568
 LQ0568;                    North         East     Units Scale Factor Converg.
 LQ0568;SPC NV E     - 8,675,886.964   181,091.806   MT  0.99990440   -0 08 47.9
 LQ0568;SPC NV E     -28,464,139.15    594,132.03   sFT  0.99990440   -0 08 47.9
 LQ0568;UTM  11      - 4,521,663.742   600,530.299   MT  0.99972439   +0 46 47.5
 LQ0568
 LQ0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0568!SPC NV E     -   0.99975238  x   0.99990440  =   0.99965680
 LQ0568!UTM  11      -   0.99975238  x   0.99972439  =   0.99947684
 LQ0568
 LQ0568                          SUPERSEDED SURVEY CONTROL
 LQ0568
 LQ0568  NAVD 88 (05/16/00) 1597.63   (m)         5241.6    (f) LEVELING    3  
 LQ0568
 LQ0568.Superseded values are not recommended for survey control.
 LQ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0568.See file dsdata.txt to determine how the superseded data were derived.
 LQ0568
 LQ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0053021664(NAD 83)
 LQ0568_MARKER: I = METAL ROD
 LQ0568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LQ0568_SP_SET: STAINLESS STEEL ROD
 LQ0568_STAMPING: C 416 1983
 LQ0568_MARK LOGO: NGS   
 LQ0568_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0568+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1999
 LQ0568
 LQ0568  HISTORY     - Date     Condition        Report By
 LQ0568  HISTORY     - 1983     MONUMENTED       NGS
 LQ0568  HISTORY     - 19840601 GOOD             NGS
 LQ0568  HISTORY     - 19991005 GOOD             NGS
 LQ0568
 LQ0568                          STATION DESCRIPTION
 LQ0568
 LQ0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 LQ0568'LOCATION--1.9 KM (1.2 MI) NORTH OF ELKO. 1.9 KM (1.2 MI) NORTH ALONG
 LQ0568'STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80 AT ELKO, 0.3 KM
 LQ0568'(0.2 MI) SOUTH OF MILEPOST 29.43, 17.0 M (56 FT) EAST OF THE HIGHWAY
 LQ0568'CENTERLINE, 37.4 M (123 FT) EAST-NORTHEAST OF THE PAVED Y JUNCTION OF
 LQ0568'OLD STATE HIGHWAY 51 AND 19.2 M (63 FT) NORTH OF THE CENTER OF A
 LQ0568'CATTLE GUARD.  A STAINLESS STEEL ROD SET TO THE DEPTH OF 7.0 M ENCASED
 LQ0568'IN A PIPE FLUSH WITH THE GROUND.  ABOUT LEVEL WITH THE HIGHWAY.  0.3 M
 LQ0568'WEST FROM A WITNESS POST.
 LQ0568
 LQ0568                          STATION RECOVERY (1999)
 LQ0568
 LQ0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JGF)
 LQ0568'TO REACH THE STATION FROM THE INTERSECTION OF MOUNTAIN CITY HIGHWAY
 LQ0568'(STATE ROUTE 225) AND INTERSTATE 80 (EXIT 301) , PROCEED 1.1 MILES
 LQ0568'(1.8 KM) WESTERLY ALONG MTN CITY HWY (SR 225) TO SAGE CREST DRIVE. THE
 LQ0568'MONUMENT IS SITUATED 1.2 FEET (0.4 M) SOUTHERLY, 60 FEET (18.3 M)
 LQ0568'WESTERLY FROM THE CENTER OF A CATTLEGUARD ON THE NORTHERLY RIGHT OF
 LQ0568'WAY OF MTN CITY HWY AT SAGE CREST DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0447 ***********************************************************************
 JQ0447  DESIGNATION -  C 417
 JQ0447  PID         -  JQ0447
 JQ0447  STATE/COUNTY-  NV/NYE
 JQ0447  USGS QUAD   -  MUD SPRING (1986)
 JQ0447
 JQ0447                         *CURRENT SURVEY CONTROL
 JQ0447  ___________________________________________________________________
 JQ0447* NAD 83(1986)-  38 07 34.     (N)    116 51 03.     (W)     SCALED    
 JQ0447* NAVD 88     -      1829.459  (meters)    6002.15   (feet)  ADJUSTED  
 JQ0447  ___________________________________________________________________
 JQ0447  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 JQ0447  DYNAMIC HT  -        1827.426 (meters)    5995.48  (feet)  COMP
 JQ0447  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 JQ0447
 JQ0447  VERT ORDER  -  FIRST     CLASS II
 JQ0447
 JQ0447.The horizontal coordinates were scaled from a topographic map and have
 JQ0447.an estimated accuracy of +/- 6 seconds.
 JQ0447
 JQ0447.The orthometric height was determined by differential leveling
 JQ0447.and adjusted by the National Geodetic Survey in June 1991..
 JQ0447
 JQ0447.The geoid height was determined by GEOID03.
 JQ0447
 JQ0447.The dynamic height is computed by dividing the NAVD 88
 JQ0447.geopotential number by the normal gravity value computed on the
 JQ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0447.degrees latitude (g = 980.6199 gals.).
 JQ0447
 JQ0447.The modeled gravity was interpolated from observed gravity values.
 JQ0447
 JQ0447;                    North         East    Units  Estimated Accuracy
 JQ0447;SPC NV C     - 6,374,620.      483,850.      MT  (+/- 180 meters Scaled)
 JQ0447
 JQ0447                          SUPERSEDED SURVEY CONTROL
 JQ0447
 JQ0447.No superseded survey control is available for this station.
 JQ0447
 JQ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC130198(NAD 83)
 JQ0447_MARKER: I = METAL ROD
 JQ0447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0447_SP_SET: STAINLESS STEEL ROD
 JQ0447_STAMPING: C 417 1984
 JQ0447_MARK LOGO: NGS   
 JQ0447_PROJECTION: FLUSH
 JQ0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0447_ROD/PIPE-DEPTH: 3.0  meters
 JQ0447
 JQ0447  HISTORY     - Date     Condition        Report By
 JQ0447  HISTORY     - 1984     MONUMENTED       NGS
 JQ0447
 JQ0447                          STATION DESCRIPTION
 JQ0447
 JQ0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0447'34.9 KM (21.8 MI) EAST FROM TONOPAH.
 JQ0447'34.9 KM (21.8 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0447'HIGHWAY 95 AT TONOPAH, 0.75 KM (0.45 MI) WEST OF MILEPOST 24,
 JQ0447'65.5 METERS (215 FT) SOUTH OF THE HIGHWAY CENTERLINE AND 3.0 METERS
 JQ0447'(10 FT) WEST OF POWER POLE 1545263E WITH ONE GUY WIRE ATTACHED.
 JQ0447'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 JQ0447'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0470 ***********************************************************************
 JQ0470  DESIGNATION -  C 418
 JQ0470  PID         -  JQ0470
 JQ0470  STATE/COUNTY-  NV/NYE
 JQ0470  USGS QUAD   -  BUCKWHEAT RIM (1967)
 JQ0470
 JQ0470                         *CURRENT SURVEY CONTROL
 JQ0470  ___________________________________________________________________
 JQ0470* NAD 83(1986)-  38 21 42.     (N)    116 14 06.     (W)     SCALED    
 JQ0470* NAVD 88     -      1594.973  (meters)    5232.84   (feet)  ADJUSTED  
 JQ0470  ___________________________________________________________________
 JQ0470  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 JQ0470  DYNAMIC HT  -        1593.250 (meters)    5227.19  (feet)  COMP
 JQ0470  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 JQ0470
 JQ0470  VERT ORDER  -  FIRST     CLASS II
 JQ0470
 JQ0470.The horizontal coordinates were scaled from a topographic map and have
 JQ0470.an estimated accuracy of +/- 6 seconds.
 JQ0470
 JQ0470.The orthometric height was determined by differential leveling
 JQ0470.and adjusted by the National Geodetic Survey in June 1991..
 JQ0470
 JQ0470.The geoid height was determined by GEOID03.
 JQ0470
 JQ0470.The dynamic height is computed by dividing the NAVD 88
 JQ0470.geopotential number by the normal gravity value computed on the
 JQ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0470.degrees latitude (g = 980.6199 gals.).
 JQ0470
 JQ0470.The modeled gravity was interpolated from observed gravity values.
 JQ0470
 JQ0470;                    North         East    Units  Estimated Accuracy
 JQ0470;SPC NV C     - 6,400,830.      537,720.      MT  (+/- 180 meters Scaled)
 JQ0470
 JQ0470                          SUPERSEDED SURVEY CONTROL
 JQ0470
 JQ0470.No superseded survey control is available for this station.
 JQ0470
 JQ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC668462(NAD 83)
 JQ0470_MARKER: I = METAL ROD
 JQ0470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0470_SP_SET: STAINLESS STEEL ROD
 JQ0470_STAMPING: C 418 1984
 JQ0470_MARK LOGO: NGS   
 JQ0470_PROJECTION: FLUSH
 JQ0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0470_ROD/PIPE-DEPTH: 7.3  meters
 JQ0470
 JQ0470  HISTORY     - Date     Condition        Report By
 JQ0470  HISTORY     - 1984     MONUMENTED       NGS
 JQ0470
 JQ0470                          STATION DESCRIPTION
 JQ0470
 JQ0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0470'22.3 KM (13.9 MI) NE FROM WARM SPRINGS.
 JQ0470'22.3 KM (13.95 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0470'STATE HIGHWAY 375 AT WARM SPRINGS, 1.5 KM (0.95 MI) SOUTHWEST OF THE
 JQ0470'BLUE JAY HIGHWAY MAINTANCE STATION, 22.5 METERS (74 FT) NORTHWEST OF
 JQ0470'THE HIGHWAY CENTERLINE AND 22.5 METERS (74 FT) NORTH OF MILEPOST 65.
 JQ0470'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 JQ0470'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0289 ***********************************************************************
 JP0289  DESIGNATION -  C 419
 JP0289  PID         -  JP0289
 JP0289  STATE/COUNTY-  NV/NYE
 JP0289  USGS QUAD   -  BLUE EAGLE SPRINGS SW (1990)
 JP0289
 JP0289                         *CURRENT SURVEY CONTROL
 JP0289  ___________________________________________________________________
 JP0289* NAD 83(1986)-  38 36 15.     (N)    115 41 46.     (W)     SCALED    
 JP0289* NAVD 88     -      1456.922  (meters)    4779.92   (feet)  ADJUSTED  
 JP0289  ___________________________________________________________________
 JP0289  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 JP0289  DYNAMIC HT  -        1455.428 (meters)    4775.02  (feet)  COMP
 JP0289  MODELED GRAV-     979,552.5   (mgal)                       NAVD 88
 JP0289
 JP0289  VERT ORDER  -  FIRST     CLASS II
 JP0289
 JP0289.The horizontal coordinates were scaled from a topographic map and have
 JP0289.an estimated accuracy of +/- 6 seconds.
 JP0289
 JP0289.The orthometric height was determined by differential leveling
 JP0289.and adjusted by the National Geodetic Survey in June 1991..
 JP0289
 JP0289.The geoid height was determined by GEOID03.
 JP0289
 JP0289.The dynamic height is computed by dividing the NAVD 88
 JP0289.geopotential number by the normal gravity value computed on the
 JP0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0289.degrees latitude (g = 980.6199 gals.).
 JP0289
 JP0289.The modeled gravity was interpolated from observed gravity values.
 JP0289
 JP0289;                    North         East    Units  Estimated Accuracy
 JP0289;SPC NV C     - 6,428,110.      584,540.      MT  (+/- 180 meters Scaled)
 JP0289
 JP0289                          SUPERSEDED SURVEY CONTROL
 JP0289
 JP0289.No superseded survey control is available for this station.
 JP0289
 JP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC135736(NAD 83)
 JP0289_MARKER: I = METAL ROD
 JP0289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JP0289_SP_SET: STAINLESS STEEL ROD
 JP0289_STAMPING: C 419 1984
 JP0289_MARK LOGO: NGS   
 JP0289_PROJECTION: FLUSH
 JP0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0289_ROD/PIPE-DEPTH: 3.3  meters
 JP0289
 JP0289  HISTORY     - Date     Condition        Report By
 JP0289  HISTORY     - 1984     MONUMENTED       NGS
 JP0289
 JP0289                          STATION DESCRIPTION
 JP0289
 JP0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0289'25.8 KM (16.1 MI) SW FROM CURRANT.
 JP0289'25.85 KM (16.15 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION
 JP0289'WITH STATE HIGHWAY 379 AT CURRANT, 20.1 METERS (66 FT) SOUTHEAST OF
 JP0289'THE HIGHWAY CENTERLINE AND 51.6 METERS (169.5 FT) NORTHEAST OF
 JP0289'MILEPOST 102.
 JP0289'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 JP0289'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0316 ***********************************************************************
 JP0316  DESIGNATION -  C 420
 JP0316  PID         -  JP0316
 JP0316  STATE/COUNTY-  NV/WHITE PINE
 JP0316  USGS QUAD   -  BADGER HOLE SPRING (1978)
 JP0316
 JP0316                         *CURRENT SURVEY CONTROL
 JP0316  ___________________________________________________________________
 JP0316* NAD 83(1986)-  38 54 33.     (N)    115 10 53.     (W)     SCALED    
 JP0316* NAVD 88     -      1872.096  (meters)    6142.03   (feet)  ADJUSTED  
 JP0316  ___________________________________________________________________
 JP0316  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 JP0316  DYNAMIC HT  -        1870.053 (meters)    6135.33  (feet)  COMP
 JP0316  MODELED GRAV-     979,470.4   (mgal)                       NAVD 88
 JP0316
 JP0316  VERT ORDER  -  FIRST     CLASS II
 JP0316
 JP0316.The horizontal coordinates were scaled from a topographic map and have
 JP0316.an estimated accuracy of +/- 6 seconds.
 JP0316
 JP0316.The orthometric height was determined by differential leveling
 JP0316.and adjusted by the National Geodetic Survey in June 1991..
 JP0316
 JP0316.The geoid height was determined by GEOID03.
 JP0316
 JP0316.The dynamic height is computed by dividing the NAVD 88
 JP0316.geopotential number by the normal gravity value computed on the
 JP0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0316.degrees latitude (g = 980.6199 gals.).
 JP0316
 JP0316.The modeled gravity was interpolated from observed gravity values.
 JP0316
 JP0316;                    North         East    Units  Estimated Accuracy
 JP0316;SPC NV E     - 8,461,590.      234,860.      MT  (+/- 180 meters Scaled)
 JP0316
 JP0316                          SUPERSEDED SURVEY CONTROL
 JP0316
 JP0316.No superseded survey control is available for this station.
 JP0316
 JP0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD576082(NAD 83)
 JP0316_MARKER: DB = BENCH MARK DISK
 JP0316_SETTING: 66 = SET IN ROCK OUTCROP
 JP0316_SP_SET: ROCK OUTCROP
 JP0316_STAMPING: C 420 1984
 JP0316_MARK LOGO: NGS   
 JP0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0316+STABILITY: POSITION/ELEVATION WELL
 JP0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0316+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 JP0316
 JP0316  HISTORY     - Date     Condition        Report By
 JP0316  HISTORY     - 1984     MONUMENTED       NGS
 JP0316  HISTORY     - 20060914 GOOD             NVGS
 JP0316
 JP0316                          STATION DESCRIPTION
 JP0316
 JP0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0316'33.5 KM (20.9 MI) NE FROM CURRANT.
 JP0316'33.55 KM (20.95 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION
 JP0316'WITH STATE HIGHWAY 379 AT CURRANT, IN TOP OF THE NORTHEAST END OF A 3
 JP0316'BY 8 FOOT PORTION OF RHYOLITE OUTCROP, ON TOP OF THE NORTHEAST END OF
 JP0316'A BEDROCK CUT, 9.9 METERS (32.5 FT) EAST OF THE HIGHWAY CENTERLINE,
 JP0316'13.7 METERS (45 FT) SOUTH OF THE NORTH END OF THE CUT, 11.0 METERS
 JP0316'(36 FT) SOUTH OF THE SOUTH END OF A STEEL GUARD RAIL, 5.2 METERS
 JP0316'(17 FT) NORTHEAST OF MILEPOST 7 AND 0.5 METER (1.5 FT) EAST OF THE
 JP0316'WEST EDGE OF THE OUTCROP.
 JP0316'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 JP0316'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 JP0316
 JP0316                          STATION RECOVERY (2006)
 JP0316
 JP0316'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2006 (DRH)
 JP0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0228 ***********************************************************************
 KP0228  DESIGNATION -  C 421
 KP0228  PID         -  KP0228
 KP0228  STATE/COUNTY-  NV/WHITE PINE
 KP0228  USGS QUAD   -  ELY (1978)
 KP0228
 KP0228                         *CURRENT SURVEY CONTROL
 KP0228  ___________________________________________________________________
 KP0228* NAD 83(1986)-  39 13 15.     (N)    114 56 42.     (W)     SCALED    
 KP0228* NAVD 88     -      2177.523  (meters)    7144.09   (feet)  ADJUSTED  
 KP0228  ___________________________________________________________________
 KP0228  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 KP0228  DYNAMIC HT  -        2175.108 (meters)    7136.17  (feet)  COMP
 KP0228  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 KP0228
 KP0228  VERT ORDER  -  FIRST     CLASS II
 KP0228
 KP0228.The horizontal coordinates were scaled from a topographic map and have
 KP0228.an estimated accuracy of +/- 6 seconds.
 KP0228
 KP0228.The orthometric height was determined by differential leveling
 KP0228.and adjusted by the National Geodetic Survey in June 1991..
 KP0228
 KP0228.The geoid height was determined by GEOID03.
 KP0228
 KP0228.The dynamic height is computed by dividing the NAVD 88
 KP0228.geopotential number by the normal gravity value computed on the
 KP0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0228.degrees latitude (g = 980.6199 gals.).
 KP0228
 KP0228.The modeled gravity was interpolated from observed gravity values.
 KP0228
 KP0228;                    North         East    Units  Estimated Accuracy
 KP0228;SPC NV E     - 8,496,310.      255,120.      MT  (+/- 180 meters Scaled)
 KP0228
 KP0228                          SUPERSEDED SURVEY CONTROL
 KP0228
 KP0228.No superseded survey control is available for this station.
 KP0228
 KP0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD773432(NAD 83)
 KP0228_MARKER: DB = BENCH MARK DISK
 KP0228_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KP0228_SP_SET: HEADWALL ON ROCK
 KP0228_STAMPING: C 421 1984
 KP0228_MARK LOGO: NGS   
 KP0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0228
 KP0228  HISTORY     - Date     Condition        Report By
 KP0228  HISTORY     - 1984     MONUMENTED       NGS
 KP0228
 KP0228                          STATION DESCRIPTION
 KP0228
 KP0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0228'7.9 KM (4.9 MI) SW FROM ELY.
 KP0228'7.9 KM (4.9 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 KP0228'HIGHWAY 93 AT ELY, IN TOP OF THE EAST END OF THE NORTH HEADWALL FOR A
 KP0228'CORRUGATED METAL PIPE CULVERT, AT THE WEST END OF A MASSIVE FRACTURED
 KP0228'BEDROCK CUT, 8.2 METERS (27 FT) NORTH OF THE HIGHWAY CENTERLINE AND
 KP0228'2.3 METERS (7.5 FT) WEST OF MILEPOST 33.
 KP0228'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0751 ***********************************************************************
 LR0751  DESIGNATION -  C 422
 LR0751  PID         -  LR0751
 LR0751  STATE/COUNTY-  NV/EUREKA
 LR0751  USGS QUAD   -  EMIGRANT PASS (1986)
 LR0751
 LR0751                         *CURRENT SURVEY CONTROL
 LR0751  ___________________________________________________________________
 LR0751* NAD 83(1986)-  40 39 02.     (N)    116 17 42.     (W)     SCALED    
 LR0751* NAVD 88     -      1776.212  (meters)    5827.46   (feet)  ADJUSTED  
 LR0751  ___________________________________________________________________
 LR0751  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 LR0751  DYNAMIC HT  -        1774.690 (meters)    5822.46  (feet)  COMP
 LR0751  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 LR0751
 LR0751  VERT ORDER  -  FIRST     CLASS II
 LR0751
 LR0751.The horizontal coordinates were scaled from a topographic map and have
 LR0751.an estimated accuracy of +/- 6 seconds.
 LR0751
 LR0751.The orthometric height was determined by differential leveling
 LR0751.and adjusted by the National Geodetic Survey in June 1991..
 LR0751
 LR0751.The geoid height was determined by GEOID03.
 LR0751
 LR0751.The dynamic height is computed by dividing the NAVD 88
 LR0751.geopotential number by the normal gravity value computed on the
 LR0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0751.degrees latitude (g = 980.6199 gals.).
 LR0751
 LR0751.The modeled gravity was interpolated from observed gravity values.
 LR0751
 LR0751;                    North         East    Units  Estimated Accuracy
 LR0751;SPC NV E     - 8,655,090.      139,810.      MT  (+/- 180 meters Scaled)
 LR0751
 LR0751                          SUPERSEDED SURVEY CONTROL
 LR0751
 LR0751.No superseded survey control is available for this station.
 LR0751
 LR0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF596002(NAD 83)
 LR0751_MARKER: DB = BENCH MARK DISK
 LR0751_SETTING: 66 = SET IN ROCK OUTCROP
 LR0751_SP_SET: ROCK OUTCROP
 LR0751_STAMPING: C 422 1984
 LR0751_MARK LOGO: NGS   
 LR0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0751
 LR0751  HISTORY     - Date     Condition        Report By
 LR0751  HISTORY     - 1984     MONUMENTED       NGS
 LR0751
 LR0751                          STATION DESCRIPTION
 LR0751
 LR0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0751'16.7 KM (10.5 MI) SW FROM CARLIN.
 LR0751'16.75 KM (10.55 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF
 LR0751'STATE HIGHWAY 278 AT CARLIN, IN TOP OF THE WEST END OF A 3 BY 3 FOOT
 LR0751'SHELF OF GRAY BEDROCK, IN THE WEST END OF A LONG ROCK CUT, 0.5 KM
 LR0751'(0.3 MI) EAST OF MILEPOST 269, 12.6 METERS (41.5 FT) NORTH OF THE WEST
 LR0751'BOUND HIGHWAY CENTERLINE, 82.3 METERS (270 FT) EAST OF THE WEST END OF
 LR0751'THE CUT AND 1.0 METER (3.5 FT) ABOVE THE BOTTOM OF THE CUT.
 LR0751'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 LR0751'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0702 ***********************************************************************
 MT0702  DESIGNATION -  C 423
 MT0702  PID         -  MT0702
 MT0702  STATE/COUNTY-  NV/ELKO
 MT0702  USGS QUAD   -  WELLS (1982)
 MT0702
 MT0702                         *CURRENT SURVEY CONTROL
 MT0702  ___________________________________________________________________
 MT0702* NAD 83(1986)-  41 05 59.     (N)    114 55 18.     (W)     SCALED    
 MT0702* NAVD 88     -      1775.621  (meters)    5825.52   (feet)  ADJUSTED  
 MT0702  ___________________________________________________________________
 MT0702  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 MT0702  DYNAMIC HT  -        1774.131 (meters)    5820.63  (feet)  COMP
 MT0702  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 MT0702
 MT0702  VERT ORDER  -  FIRST     CLASS II
 MT0702
 MT0702.The horizontal coordinates were scaled from a topographic map and have
 MT0702.an estimated accuracy of +/- 6 seconds.
 MT0702
 MT0702.The orthometric height was determined by differential leveling
 MT0702.and adjusted by the National Geodetic Survey in June 1991..
 MT0702
 MT0702.The geoid height was determined by GEOID03.
 MT0702
 MT0702.The dynamic height is computed by dividing the NAVD 88
 MT0702.geopotential number by the normal gravity value computed on the
 MT0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0702.degrees latitude (g = 980.6199 gals.).
 MT0702
 MT0702.The modeled gravity was interpolated from observed gravity values.
 MT0702
 MT0702;                    North         East    Units  Estimated Accuracy
 MT0702;SPC NV E     - 8,704,930.      255,580.      MT  (+/- 180 meters Scaled)
 MT0702
 MT0702                          SUPERSEDED SURVEY CONTROL
 MT0702
 MT0702.No superseded survey control is available for this station.
 MT0702
 MT0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF745519(NAD 83)
 MT0702_MARKER: I = METAL ROD
 MT0702_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0702_SP_SET: STAINLESS STEEL ROD
 MT0702_STAMPING: C 423 1984
 MT0702_MARK LOGO: NGS   
 MT0702_PROJECTION: FLUSH
 MT0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0702_ROD/PIPE-DEPTH: 4.7  meters
 MT0702
 MT0702  HISTORY     - Date     Condition        Report By
 MT0702  HISTORY     - 1984     MONUMENTED       NGS
 MT0702
 MT0702                          STATION DESCRIPTION
 MT0702
 MT0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MT0702'3.2 KM (2.0 MI) EAST FROM WELLS.
 MT0702'3.2 KM (2.0 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE OVER
 MT0702'US HIGHWAY 93 AT WELLS, 0.23 KM (0.15 MI) WEST OF MILEPOST 354,
 MT0702'40.2 METERS (132 FT) SOUTH OF THE EAST BOUND HIGHWAY CENTERLINE,
 MT0702'16.7 METERS (55 FT) EAST OF A TELEPHONE POLE, 11.3 METERS (37 FT) WEST
 MT0702'OF THE WEST END OF A STEEL PIPE BRACE IN THE RIGHT OF WAY FENCE AND
 MT0702'0.3 METER (1 FT) NORTH OF THE RIGHT OF WAY FENCE.
 MT0702'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 MT0702'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0374 ***********************************************************************
 MU0374  DESIGNATION -  C 424
 MU0374  PID         -  MU0374
 MU0374  STATE/COUNTY-  NV/HUMBOLDT
 MU0374  USGS QUAD   -  WESO (1983)
 MU0374
 MU0374                         *CURRENT SURVEY CONTROL
 MU0374  ___________________________________________________________________
 MU0374* NAD 83(1986)-  41 00 54.     (N)    117 43 43.     (W)     SCALED    
 MU0374* NAVD 88     -      1354.631  (meters)    4444.32   (feet)  ADJUSTED  
 MU0374  ___________________________________________________________________
 MU0374  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 MU0374  DYNAMIC HT  -        1353.583 (meters)    4440.88  (feet)  COMP
 MU0374  MODELED GRAV-     979,803.6   (mgal)                       NAVD 88
 MU0374
 MU0374  VERT ORDER  -  FIRST     CLASS II
 MU0374
 MU0374.The horizontal coordinates were scaled from a topographic map and have
 MU0374.an estimated accuracy of +/- 6 seconds.
 MU0374
 MU0374.The orthometric height was determined by differential leveling
 MU0374.and adjusted by the National Geodetic Survey in June 1991..
 MU0374
 MU0374.The geoid height was determined by GEOID03.
 MU0374
 MU0374.The dynamic height is computed by dividing the NAVD 88
 MU0374.geopotential number by the normal gravity value computed on the
 MU0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0374.degrees latitude (g = 980.6199 gals.).
 MU0374
 MU0374.The modeled gravity was interpolated from observed gravity values.
 MU0374
 MU0374;                    North         East    Units  Estimated Accuracy
 MU0374;SPC NV W     - 4,695,660.      871,890.      MT  (+/- 180 meters Scaled)
 MU0374
 MU0374                          SUPERSEDED SURVEY CONTROL
 MU0374
 MU0374.No superseded survey control is available for this station.
 MU0374
 MU0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF387406(NAD 83)
 MU0374_MARKER: DB = BENCH MARK DISK
 MU0374_SETTING: 66 = SET IN ROCK OUTCROP
 MU0374_SP_SET: ROCK OUTCROP
 MU0374_STAMPING: C 424 1984
 MU0374_MARK LOGO: NGS   
 MU0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0374+STABILITY: POSITION/ELEVATION WELL
 MU0374
 MU0374  HISTORY     - Date     Condition        Report By
 MU0374  HISTORY     - 1984     MONUMENTED       NGS
 MU0374
 MU0374                          STATION DESCRIPTION
 MU0374
 MU0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0374'5.2 KM (3.2 MI) NORTH FROM WINNEMUCCA.
 MU0374'5.18 KM (3.22 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0374'WINNEMUCCA, IN TOP OF THE NORTH END OF A 3 BY 4 FOOT PORTION OF GRAY
 MU0374'VOLCANIC OUTCROP FLUSH WITH THE SLOPE OF THE SOUTH END OF A ROCKY CUT
 MU0374'AT THE NORTH END OF A SHORT FILL, 0.17 KM (0.10 MI) NORTH OF THE NORTH
 MU0374'END OF A PAVED TURNOUT, 1.40 KM (0.87 MI) SOUTH OF MILEPOST 4,
 MU0374'18.3 METERS (60 FT) WEST OF THE HIGHWAY CENTERLINE AND 11.7 METERS
 MU0374'(38.5 FT) EAST OF THE RIGHT OF WAY FENCE.
 MU0374'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 MU0374'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0398 ***********************************************************************
 MU0398  DESIGNATION -  C 425
 MU0398  PID         -  MU0398
 MU0398  STATE/COUNTY-  NV/HUMBOLDT
 MU0398  USGS QUAD   -  ANDORNO RANCH (1982)
 MU0398
 MU0398                         *CURRENT SURVEY CONTROL
 MU0398  ___________________________________________________________________
 MU0398* NAD 83(1986)-  41 22 52.     (N)    117 46 02.     (W)     SCALED    
 MU0398* NAVD 88     -      1442.007  (meters)    4730.98   (feet)  ADJUSTED  
 MU0398  ___________________________________________________________________
 MU0398  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 MU0398  DYNAMIC HT  -        1440.946 (meters)    4727.50  (feet)  COMP
 MU0398  MODELED GRAV-     979,837.0   (mgal)                       NAVD 88
 MU0398
 MU0398  VERT ORDER  -  FIRST     CLASS II
 MU0398
 MU0398.The horizontal coordinates were scaled from a topographic map and have
 MU0398.an estimated accuracy of +/- 6 seconds.
 MU0398
 MU0398.The orthometric height was determined by differential leveling
 MU0398.and adjusted by the National Geodetic Survey in June 1991..
 MU0398
 MU0398.The geoid height was determined by GEOID03.
 MU0398
 MU0398.The dynamic height is computed by dividing the NAVD 88
 MU0398.geopotential number by the normal gravity value computed on the
 MU0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0398.degrees latitude (g = 980.6199 gals.).
 MU0398
 MU0398.The modeled gravity was interpolated from observed gravity values.
 MU0398
 MU0398;                    North         East    Units  Estimated Accuracy
 MU0398;SPC NV W     - 4,736,290.      868,260.      MT  (+/- 180 meters Scaled)
 MU0398
 MU0398                          SUPERSEDED SURVEY CONTROL
 MU0398
 MU0398.No superseded survey control is available for this station.
 MU0398
 MU0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF358813(NAD 83)
 MU0398_MARKER: I = METAL ROD
 MU0398_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MU0398+WITH SETTING: INFORMATION.
 MU0398_SP_SET: SHALLOW-SET METAL ROD
 MU0398_STAMPING: C 425 1984
 MU0398_MARK LOGO: NGS   
 MU0398_PROJECTION: FLUSH
 MU0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0398_ROD/PIPE-DEPTH: 0.9  meters
 MU0398
 MU0398  HISTORY     - Date     Condition        Report By
 MU0398  HISTORY     - 1984     MONUMENTED       NGS
 MU0398
 MU0398                          STATION DESCRIPTION
 MU0398
 MU0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0398'48.9 KM (30.4 MI) NORTH FROM WINNEMUCCA.
 MU0398'48.87 KM (30.37 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0398'WINNEMUCCA, IN THE EAST CORNER OF THE T JUNCTION OF A DIRT ROAD
 MU0398'LEADING NORTHEAST TO THE PORCUPINE RANCH, 0.29 KM (0.18 MI) NORTHWEST
 MU0398'OF MILEPOST 30, 61.3 METERS (201 FT) NORTHEAST OF THE HIGHWAY
 MU0398'CENTERLINE, 56.4 METERS (185 FT) NORTH OF THE NORTHWEST END OF THE
 MU0398'NORTHEAST CONCRETE HEADWALL FOR AN 36-INCH CORRUGATED METAL PIPE
 MU0398'CULVERT, 10.1 METERS (33 FT) SOUTHEAST OF THE SOUTH CORNER OF A CATTLE
 MU0398'GUARD AND 0.5 METER (1.5 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 MU0398'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 MU0398'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0758 ***********************************************************************
 LR0758  DESIGNATION -  C 426
 LR0758  PID         -  LR0758
 LR0758  STATE/COUNTY-  NV/EUREKA
 LR0758  USGS QUAD   -  BOBS FLAT (1986)
 LR0758
 LR0758                         *CURRENT SURVEY CONTROL
 LR0758  ___________________________________________________________________
 LR0758* NAD 83(1986)-  40 40 21.     (N)    116 27 45.     (W)     SCALED    
 LR0758* NAVD 88     -      1473.202  (meters)    4833.33   (feet)  ADJUSTED  
 LR0758  ___________________________________________________________________
 LR0758  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 LR0758  DYNAMIC HT  -        1472.023 (meters)    4829.46  (feet)  COMP
 LR0758  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 LR0758
 LR0758  VERT ORDER  -  FIRST     CLASS II
 LR0758
 LR0758.The horizontal coordinates were scaled from a topographic map and have
 LR0758.an estimated accuracy of +/- 6 seconds.
 LR0758
 LR0758.The orthometric height was determined by differential leveling
 LR0758.and adjusted by the National Geodetic Survey in June 1991..
 LR0758
 LR0758.The geoid height was determined by GEOID03.
 LR0758
 LR0758.The dynamic height is computed by dividing the NAVD 88
 LR0758.geopotential number by the normal gravity value computed on the
 LR0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0758.degrees latitude (g = 980.6199 gals.).
 LR0758
 LR0758.The modeled gravity was interpolated from observed gravity values.
 LR0758
 LR0758;                    North         East    Units  Estimated Accuracy
 LR0758;SPC NV E     - 8,657,650.      125,670.      MT  (+/- 180 meters Scaled)
 LR0758
 LR0758                          SUPERSEDED SURVEY CONTROL
 LR0758
 LR0758.No superseded survey control is available for this station.
 LR0758
 LR0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF454025(NAD 83)
 LR0758_MARKER: DB = BENCH MARK DISK
 LR0758_SETTING: 66 = SET IN ROCK OUTCROP
 LR0758_SP_SET: ROCK OUTCROP
 LR0758_STAMPING: C 426 1984
 LR0758_MARK LOGO: NGS   
 LR0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0758+STABILITY: POSITION/ELEVATION WELL
 LR0758
 LR0758  HISTORY     - Date     Condition        Report By
 LR0758  HISTORY     - 1984     MONUMENTED       NGS
 LR0758
 LR0758                          STATION DESCRIPTION
 LR0758
 LR0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0758'32.2 KM (20.2 MI) SW FROM CARLIN.
 LR0758'32.25 KM (20.2 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF
 LR0758'STATE HIGHWAY 278 AT CARLIN, IN THE TOP CENTER OF A 1.5 BY 3 FOOT
 LR0758'PORTION OF VOLCANIC ROCK FLUSH IN THE BASE OF THE HIGHEST PART OF A
 LR0758'CUT BANK, 0.32 KM (0.2 MI) NORTHWEST OF MILEPOST 260, 12.8 METERS
 LR0758'(42 FT) NORTHEAST OF THE WEST BOUND HIGHWAY CENTERLINE, 21.2 METERS
 LR0758'(69.5 FT) WEST OF THE SOUTHWEST FENCE CORNER FOR AN OFFSET IN THE
 LR0758'RIGHT OF WAY FENCE, 18.1 METERS (59.5 FT) SOUTHWEST OF THE RIGHT OF
 LR0758'WAY FENCE AND 0.6 METER (2 FT) ABOVE THE BASE OF THE CUT.
 LR0758'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 LR0758'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0238 ***********************************************************************
 KP0238  DESIGNATION -  C 427
 KP0238  PID         -  KP0238
 KP0238  STATE/COUNTY-  NV/WHITE PINE
 KP0238  USGS QUAD   -  COMINS LAKE (1978)
 KP0238
 KP0238                         *CURRENT SURVEY CONTROL
 KP0238  ___________________________________________________________________
 KP0238* NAD 83(1986)-  39 13 35.     (N)    114 51 38.     (W)     SCALED    
 KP0238* NAVD 88     -      2014.062  (meters)    6607.80   (feet)  ADJUSTED  
 KP0238  ___________________________________________________________________
 KP0238  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 KP0238  DYNAMIC HT  -        2011.857 (meters)    6600.57  (feet)  COMP
 KP0238  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 KP0238
 KP0238  VERT ORDER  -  FIRST     CLASS II
 KP0238
 KP0238.The horizontal coordinates were scaled from a topographic map and have
 KP0238.an estimated accuracy of +/- 6 seconds.
 KP0238
 KP0238.The orthometric height was determined by differential leveling
 KP0238.and adjusted by the National Geodetic Survey in June 1991..
 KP0238
 KP0238.The geoid height was determined by GEOID03.
 KP0238
 KP0238.The dynamic height is computed by dividing the NAVD 88
 KP0238.geopotential number by the normal gravity value computed on the
 KP0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0238.degrees latitude (g = 980.6199 gals.).
 KP0238
 KP0238.The modeled gravity was interpolated from observed gravity values.
 KP0238
 KP0238;                    North         East    Units  Estimated Accuracy
 KP0238;SPC NV E     - 8,496,980.      262,410.      MT  (+/- 180 meters Scaled)
 KP0238
 KP0238                          SUPERSEDED SURVEY CONTROL
 KP0238
 KP0238.No superseded survey control is available for this station.
 KP0238
 KP0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD846440(NAD 83)
 KP0238_MARKER: I = METAL ROD
 KP0238_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0238_SP_SET: STAINLESS STEEL ROD
 KP0238_STAMPING: C 427 1984
 KP0238_MARK LOGO: NGS   
 KP0238_PROJECTION: FLUSH
 KP0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0238_ROD/PIPE-DEPTH: 6.1  meters
 KP0238
 KP0238  HISTORY     - Date     Condition        Report By
 KP0238  HISTORY     - 1984     MONUMENTED       NGS
 KP0238
 KP0238                          STATION DESCRIPTION
 KP0238
 KP0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0238'2.0 KM (1.3 MI) SE FROM ELY.
 KP0238'2.05 KM (1.3 MI) SOUTHEAST ALONG US HIGHWAYS 6, 93 AND 50 FROM THE
 KP0238'JUNCTION OF US HIGHWAYS 6 AND 93 AT ELY, 0.65 KM (0.4 MI) SOUTHEAST OF
 KP0238'MILEPOST 40, 59.7 METERS (196 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 KP0238'43.0 METERS (141 FT) EAST OF A SECTION CORNER POST WITH A BRASS DISK,
 KP0238'0.9 METER (3 FT) EAST OF THE NORTH FENCE CORNER POST FOR A BARB WIRE
 KP0238'FENCE AND 0.6 METER (2 FT) NORTHEAST OF THE FENCE.
 KP0238'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 KP0238'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0263 ***********************************************************************
 KP0263  DESIGNATION -  C 428
 KP0263  PID         -  KP0263
 KP0263  STATE/COUNTY-  NV/WHITE PINE
 KP0263  USGS QUAD   -  MAJORS PLACE (1993)
 KP0263
 KP0263                         *CURRENT SURVEY CONTROL
 KP0263  ___________________________________________________________________
 KP0263* NAD 83(1986)-  39 01 38.     (N)    114 35 52.     (W)     SCALED    
 KP0263* NAVD 88     -      2053.141  (meters)    6736.01   (feet)  ADJUSTED  
 KP0263  ___________________________________________________________________
 KP0263  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 KP0263  DYNAMIC HT  -        2050.901 (meters)    6728.66  (feet)  COMP
 KP0263  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 KP0263
 KP0263  VERT ORDER  -  FIRST     CLASS II
 KP0263
 KP0263.The horizontal coordinates were scaled from a topographic map and have
 KP0263.an estimated accuracy of +/- 6 seconds.
 KP0263
 KP0263.The orthometric height was determined by differential leveling
 KP0263.and adjusted by the National Geodetic Survey in June 1991..
 KP0263
 KP0263.The geoid height was determined by GEOID03.
 KP0263
 KP0263.The dynamic height is computed by dividing the NAVD 88
 KP0263.geopotential number by the normal gravity value computed on the
 KP0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0263.degrees latitude (g = 980.6199 gals.).
 KP0263
 KP0263.The modeled gravity was interpolated from observed gravity values.
 KP0263
 KP0263;                    North         East    Units  Estimated Accuracy
 KP0263;SPC NV E     - 8,475,080.      285,340.      MT  (+/- 180 meters Scaled)
 KP0263
 KP0263                          SUPERSEDED SURVEY CONTROL
 KP0263
 KP0263.No superseded survey control is available for this station.
 KP0263
 KP0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD079225(NAD 83)
 KP0263_MARKER: DB = BENCH MARK DISK
 KP0263_SETTING: 66 = SET IN ROCK OUTCROP
 KP0263_SP_SET: ROCK OUTCROP
 KP0263_STAMPING: C 428 1984
 KP0263_MARK LOGO: NGS   
 KP0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0263+STABILITY: POSITION/ELEVATION WELL
 KP0263
 KP0263  HISTORY     - Date     Condition        Report By
 KP0263  HISTORY     - 1984     MONUMENTED       NGS
 KP0263
 KP0263                          STATION DESCRIPTION
 KP0263
 KP0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0263'41.0 KM (25.9 MI) SE FROM ELY.
 KP0263'41.0 KM (25.9 MI) SOUTHEAST ALONG US HIGHWAYS 6, 93 AND 50 FROM THE
 KP0263'JUNCTION OF US HIGHWAYS 6 AND 93 AT ELY, VERTICALLY IN AND 0.5 METER
 KP0263'(1.5 FT) EAST OF THE WEST END OF A 2 BY 3 FOOT VERTICAL FACE OF SHALE
 KP0263'ROCK IN A LONG LOW SHALE ROCK CUT, 1.45 KM (0.9 MI) WEST OF THE
 KP0263'JUNCTION OF US HIGHWAY 93 LEADING SOUTH, 0.15 KM (0.1 MI) SOUTHEAST OF
 KP0263'MILEPOST 64, 7.8 METERS (25.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 KP0263'18.7 METERS (61.5 FT) NORTHEAST ACROSS THE HIGHWAY FROM THE NORTHWEST
 KP0263'END OF A STEEL GUARD RAIL AND 1.2 METERS (4 FT) ABOVE THE BASE OF THE
 KP0263'CUT.
 KP0263'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0289 ***********************************************************************
 KP0289  DESIGNATION -  C 429
 KP0289  PID         -  KP0289
 KP0289  STATE/COUNTY-  NV/WHITE PINE
 KP0289  USGS QUAD   -  WINDY PEAK (1993)
 KP0289
 KP0289                         *CURRENT SURVEY CONTROL
 KP0289  ___________________________________________________________________
 KP0289* NAD 83(1986)-  39 07 05.     (N)    114 17 08.     (W)     SCALED    
 KP0289* NAVD 88     -      1982.537  (meters)    6504.37   (feet)  ADJUSTED  
 KP0289  ___________________________________________________________________
 KP0289  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 KP0289  DYNAMIC HT  -        1980.400 (meters)    6497.36  (feet)  COMP
 KP0289  MODELED GRAV-     979,478.8   (mgal)                       NAVD 88
 KP0289
 KP0289  VERT ORDER  -  FIRST     CLASS II
 KP0289
 KP0289.The horizontal coordinates were scaled from a topographic map and have
 KP0289.an estimated accuracy of +/- 6 seconds.
 KP0289
 KP0289.The orthometric height was determined by differential leveling
 KP0289.and adjusted by the National Geodetic Survey in June 1991..
 KP0289
 KP0289.The geoid height was determined by GEOID03.
 KP0289
 KP0289.The dynamic height is computed by dividing the NAVD 88
 KP0289.geopotential number by the normal gravity value computed on the
 KP0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0289.degrees latitude (g = 980.6199 gals.).
 KP0289
 KP0289.The modeled gravity was interpolated from observed gravity values.
 KP0289
 KP0289;                    North         East    Units  Estimated Accuracy
 KP0289;SPC NV E     - 8,485,510.      312,230.      MT  (+/- 180 meters Scaled)
 KP0289
 KP0289                          SUPERSEDED SURVEY CONTROL
 KP0289
 KP0289.No superseded survey control is available for this station.
 KP0289
 KP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD346333(NAD 83)
 KP0289_MARKER: DB = BENCH MARK DISK
 KP0289_SETTING: 66 = SET IN ROCK OUTCROP
 KP0289_SP_SET: ROCK OUTCROP
 KP0289_STAMPING: C 429 1984
 KP0289_MARK LOGO: NGS   
 KP0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0289+STABILITY: POSITION/ELEVATION WELL
 KP0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0289+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 KP0289
 KP0289  HISTORY     - Date     Condition        Report By
 KP0289  HISTORY     - 1984     MONUMENTED       NGS
 KP0289  HISTORY     - 20020802 GOOD             NVGS
 KP0289
 KP0289                          STATION DESCRIPTION
 KP0289
 KP0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0289'19.7 KM (12.3 MI) WEST FROM BAKER.
 KP0289'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0289'OFFICE AT BAKER, THENCE 11.05 KM (6.9 MI) WEST ALONG US HIGHWAYS 6 AND
 KP0289'50, IN TOP OF AND 1.0 METER (3.5 FT) EAST OF THE HIGHEST POINT OF A
 KP0289'MASSIVE PORTION OF QUARTZITE OUTCROP, 0.16 KM (0.1 MI) SOUTHEAST OF
 KP0289'MILEPOST 88, 15.1 METERS (49.5 FT) SOUTHWEST OF THE HIGHWAY
 KP0289'CENTERLINE, 8.5 METERS (28 FT) NORTHEAST OF THE CENTER OF A SMALL
 KP0289'CREEK AND 1.2 METERS (4 FT) SOUTH OF THE NORTH EDGE OF THE OUTCROP.
 KP0289'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 KP0289'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 KP0289
 KP0289                          STATION RECOVERY (2002)
 KP0289
 KP0289'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 KP0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0242 ***********************************************************************
 MV0242  DESIGNATION -  C 430
 MV0242  PID         -  MV0242
 MV0242  STATE/COUNTY-  NV/HUMBOLDT
 MV0242  USGS QUAD   -  BOTTLE HILL (1990)
 MV0242
 MV0242                         *CURRENT SURVEY CONTROL
 MV0242  ___________________________________________________________________
 MV0242* NAD 83(1986)-  41 27 10.     (N)    118 18 28.     (W)     SCALED    
 MV0242* NAVD 88     -      1254.898  (meters)    4117.11   (feet)  ADJUSTED  
 MV0242  ___________________________________________________________________
 MV0242  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 MV0242  DYNAMIC HT  -        1254.041 (meters)    4114.30  (feet)  COMP
 MV0242  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 MV0242
 MV0242  VERT ORDER  -  FIRST     CLASS II
 MV0242
 MV0242.The horizontal coordinates were scaled from a topographic map and have
 MV0242.an estimated accuracy of +/- 6 seconds.
 MV0242
 MV0242.The orthometric height was determined by differential leveling
 MV0242.and adjusted by the National Geodetic Survey in June 1991..
 MV0242
 MV0242.The geoid height was determined by GEOID03.
 MV0242
 MV0242.The dynamic height is computed by dividing the NAVD 88
 MV0242.geopotential number by the normal gravity value computed on the
 MV0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0242.degrees latitude (g = 980.6199 gals.).
 MV0242
 MV0242.The modeled gravity was interpolated from observed gravity values.
 MV0242
 MV0242;                    North         East    Units  Estimated Accuracy
 MV0242;SPC NV W     - 4,743,960.      823,020.      MT  (+/- 180 meters Scaled)
 MV0242
 MV0242                          SUPERSEDED SURVEY CONTROL
 MV0242
 MV0242.No superseded survey control is available for this station.
 MV0242
 MV0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF907898(NAD 83)
 MV0242_MARKER: I = METAL ROD
 MV0242_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0242_SP_SET: STAINLESS STEEL ROD
 MV0242_STAMPING: C 430 1984
 MV0242_MARK LOGO: NGS   
 MV0242_PROJECTION: FLUSH
 MV0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0242_ROD/PIPE-DEPTH: 12.2 meters
 MV0242
 MV0242  HISTORY     - Date     Condition        Report By
 MV0242  HISTORY     - 1984     MONUMENTED       NGS
 MV0242
 MV0242                          STATION DESCRIPTION
 MV0242
 MV0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0242'71.2 KM (44.3 MI) SE FROM DENIO.
 MV0242'53.56 KM (33.29 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0242'OFFICE AT DENIO, THENCE 2.64 KM (1.64 MI) SOUTHWEST ALONG LEONARD
 MV0242'CREEK ROAD, THENCE 15.01 KM (9.33 MI) SOUTHEAST ALONG OLD
 MV0242'WINNEMUCCA-DENIO ROAD, AT THE Y JUNCTION OF A TRACK ROAD LEADING
 MV0242'SOUTHEAST TO BOTTLE HILL, 40.8 METERS (134 FT) SOUTH OF THE CENTER OF
 MV0242'THE ROAD AND 15.2 METERS (50 FT) SOUTHWEST OF THE CENTER OF THE TRACK
 MV0242'ROAD.
 MV0242'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MV0242'THE MARK IS ABOVE LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0270 ***********************************************************************
 MV0270  DESIGNATION -  C 431
 MV0270  PID         -  MV0270
 MV0270  STATE/COUNTY-  NV/HUMBOLDT
 MV0270  USGS QUAD   -  DENIO SUMMIT (1990)
 MV0270
 MV0270                         *CURRENT SURVEY CONTROL
 MV0270  ___________________________________________________________________
 MV0270* NAD 83(1986)-  41 48 54.     (N)    118 34 42.     (W)     SCALED    
 MV0270* NAVD 88     -      1454.673  (meters)    4772.54   (feet)  ADJUSTED  
 MV0270  ___________________________________________________________________
 MV0270  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 MV0270  DYNAMIC HT  -        1453.640 (meters)    4769.15  (feet)  COMP
 MV0270  MODELED GRAV-     979,861.9   (mgal)                       NAVD 88
 MV0270
 MV0270  VERT ORDER  -  FIRST     CLASS II
 MV0270
 MV0270.The horizontal coordinates were scaled from a topographic map and have
 MV0270.an estimated accuracy of +/- 6 seconds.
 MV0270
 MV0270.The orthometric height was determined by differential leveling
 MV0270.and adjusted by the National Geodetic Survey in June 1991..
 MV0270
 MV0270.The geoid height was determined by GEOID03.
 MV0270
 MV0270.The dynamic height is computed by dividing the NAVD 88
 MV0270.geopotential number by the normal gravity value computed on the
 MV0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0270.degrees latitude (g = 980.6199 gals.).
 MV0270
 MV0270.The modeled gravity was interpolated from observed gravity values.
 MV0270
 MV0270;                    North         East    Units  Estimated Accuracy
 MV0270;SPC NV W     - 4,784,150.      800,420.      MT  (+/- 180 meters Scaled)
 MV0270
 MV0270                          SUPERSEDED SURVEY CONTROL
 MV0270
 MV0270.No superseded survey control is available for this station.
 MV0270
 MV0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG689304(NAD 83)
 MV0270_MARKER: DB = BENCH MARK DISK
 MV0270_SETTING: 80 = SET IN A BOULDER
 MV0270_SP_SET: BOULDER
 MV0270_STAMPING: C 431 1984
 MV0270_MARK LOGO: NGS   
 MV0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0270
 MV0270  HISTORY     - Date     Condition        Report By
 MV0270  HISTORY     - 1984     MONUMENTED       NGS
 MV0270
 MV0270                          STATION DESCRIPTION
 MV0270
 MV0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0270'20.8 KM (12.9 MI) SE FROM DENIO.
 MV0270'20.76 KM (12.90 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0270'OFFICE AT DENIO, IN TOP OF A 4 BY 6 FOOT IMBEDDED GRANITE BOULDER
 MV0270'PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND, AT THE TOP OF A LOW
 MV0270'CUT, 0.65 KM (0.40 MI) SOUTH OF MILEPOST 56, 6.60 KM (4.10 MI) SOUTH
 MV0270'OF THE DENIO SUMMIT, 21.2 METERS (69.5 FT) EAST OF THE HIGHWAY
 MV0270'CENTERLINE, 18.5 METERS (60 FT) SOUTHEAST OF THE NORTH END OF THE CUT
 MV0270'AND 0.8 METER (2.5 FT) WEST OF THE EAST EDGE OF THE BOULDER.
 MV0270'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MV0270'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0495 ***********************************************************************
 JQ0495  DESIGNATION -  C 432
 JQ0495  PID         -  JQ0495
 JQ0495  STATE/COUNTY-  NV/ESMERALDA
 JQ0495  USGS QUAD   -  COALDALE (1980)
 JQ0495
 JQ0495                         *CURRENT SURVEY CONTROL
 JQ0495  ___________________________________________________________________
 JQ0495* NAD 83(1986)-  38 02 10.     (N)    117 53 25.     (W)     SCALED    
 JQ0495* NAVD 88     -      1404.076  (meters)    4606.54   (feet)  ADJUSTED  
 JQ0495  ___________________________________________________________________
 JQ0495  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 JQ0495  DYNAMIC HT  -        1402.593 (meters)    4601.67  (feet)  COMP
 JQ0495  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 JQ0495
 JQ0495  VERT ORDER  -  FIRST     CLASS II
 JQ0495
 JQ0495.The horizontal coordinates were scaled from a topographic map and have
 JQ0495.an estimated accuracy of +/- 6 seconds.
 JQ0495
 JQ0495.The orthometric height was determined by differential leveling
 JQ0495.and adjusted by the National Geodetic Survey in June 1991..
 JQ0495
 JQ0495.The geoid height was determined by GEOID03.
 JQ0495
 JQ0495.The dynamic height is computed by dividing the NAVD 88
 JQ0495.geopotential number by the normal gravity value computed on the
 JQ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0495.degrees latitude (g = 980.6199 gals.).
 JQ0495
 JQ0495.The modeled gravity was interpolated from observed gravity values.
 JQ0495
 JQ0495;                    North         East    Units  Estimated Accuracy
 JQ0495;SPC NV W     - 4,364,840.      860,840.      MT  (+/- 180 meters Scaled)
 JQ0495
 JQ0495                          SUPERSEDED SURVEY CONTROL
 JQ0495
 JQ0495.No superseded survey control is available for this station.
 JQ0495
 JQ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC218101(NAD 83)
 JQ0495_MARKER: I = METAL ROD
 JQ0495_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JQ0495_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JQ0495_STAMPING: C 432 1984
 JQ0495_MARK LOGO: NGS   
 JQ0495_PROJECTION: FLUSH
 JQ0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0495+STABILITY: POSITION/ELEVATION WELL
 JQ0495_ROD/PIPE-DEPTH: 13.4 meters
 JQ0495_SLEEVE-DEPTH  : 9.1 meters
 JQ0495
 JQ0495  HISTORY     - Date     Condition        Report By
 JQ0495  HISTORY     - 1984     MONUMENTED       NGS
 JQ0495
 JQ0495                          STATION DESCRIPTION
 JQ0495
 JQ0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0495'0.6 KM (0.4 MI) NW FROM COALDALE.
 JQ0495'0.65 KM (0.4 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE T JUNCTION OF
 JQ0495'US HIGHWAY 6 AT COALDALE, INSIDE A FENCE CORNER AT A TELEPHONE LINE
 JQ0495'CROSSING THE HIGHWAY, 0.32 KM (0.20 MI) SOUTHEAST OF MILEPOST 86,
 JQ0495'82.6 METERS (271 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 90.5 METERS
 JQ0495'(297 FT) WEST OF THE SOUTHWEST END OF A STEEL CATTLE GUARD,
 JQ0495'11.4 METERS (37.5 FT) NORTHEAST OF THE THIRD TELEPHONE POLE WEST OF
 JQ0495'THE HIGHWAY, 6.4 METERS (21 FT) NORTHWEST OF A STEEL FENCE CORNER POST
 JQ0495'AND 2.0 METERS (6.5 FT) NORTHEAST OF THE FENCE.
 JQ0495'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 JQ0495'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0496 ***********************************************************************
 JQ0496  DESIGNATION -  C 433
 JQ0496  PID         -  JQ0496
 JQ0496  STATE/COUNTY-  NV/ESMERALDA
 JQ0496  USGS QUAD   -  COALDALE (1980)
 JQ0496
 JQ0496                         *CURRENT SURVEY CONTROL
 JQ0496  ___________________________________________________________________
 JQ0496* NAD 83(1986)-  38 04 02.     (N)    117 54 31.     (W)     SCALED    
 JQ0496* NAVD 88     -      1381.784  (meters)    4533.40   (feet)  ADJUSTED  
 JQ0496  ___________________________________________________________________
 JQ0496  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 JQ0496  DYNAMIC HT  -        1380.316 (meters)    4528.59  (feet)  COMP
 JQ0496  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 JQ0496
 JQ0496  VERT ORDER  -  FIRST     CLASS II
 JQ0496
 JQ0496.The horizontal coordinates were scaled from a topographic map and have
 JQ0496.an estimated accuracy of +/- 6 seconds.
 JQ0496
 JQ0496.The orthometric height was determined by differential leveling
 JQ0496.and adjusted by the National Geodetic Survey in June 1991..
 JQ0496
 JQ0496.The geoid height was determined by GEOID03.
 JQ0496
 JQ0496.The dynamic height is computed by dividing the NAVD 88
 JQ0496.geopotential number by the normal gravity value computed on the
 JQ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0496.degrees latitude (g = 980.6199 gals.).
 JQ0496
 JQ0496.The modeled gravity was interpolated from observed gravity values.
 JQ0496
 JQ0496;                    North         East    Units  Estimated Accuracy
 JQ0496;SPC NV W     - 4,368,280.      859,200.      MT  (+/- 180 meters Scaled)
 JQ0496
 JQ0496                          SUPERSEDED SURVEY CONTROL
 JQ0496
 JQ0496.No superseded survey control is available for this station.
 JQ0496
 JQ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC202136(NAD 83)
 JQ0496_MARKER: I = METAL ROD
 JQ0496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0496_SP_SET: STAINLESS STEEL ROD
 JQ0496_STAMPING: C 433 1984
 JQ0496_MARK LOGO: NGS   
 JQ0496_PROJECTION: FLUSH
 JQ0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0496_ROD/PIPE-DEPTH: 7.3  meters
 JQ0496
 JQ0496  HISTORY     - Date     Condition        Report By
 JQ0496  HISTORY     - 1984     MONUMENTED       NGS
 JQ0496
 JQ0496                          STATION DESCRIPTION
 JQ0496
 JQ0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0496'4.5 KM (2.8 MI) NW FROM COALDALE.
 JQ0496'4.5 KM (2.8 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF US
 JQ0496'HIGHWAY 6 AT COALDALE, ON THE EXTENDED CENTER OF A DIRT ROAD LEADING
 JQ0496'NORTHEAST, 0.24 KM (0.15 MI) NORTHWEST OF MILEPOST 88, 83.6 METERS
 JQ0496'(274.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND 0.6 METER (2 FT)
 JQ0496'NORTHEAST OF THE SOUTHEAST END OF A PIPE BRACE IN THE RIGHT OF WAY
 JQ0496'FENCE.
 JQ0496'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 JQ0496'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0903 ***********************************************************************
 JR0903  DESIGNATION -  C 434
 JR0903  PID         -  JR0903
 JR0903  STATE/COUNTY-  NV/MINERAL
 JR0903  USGS QUAD   -  LUNING (1980)
 JR0903
 JR0903                         *CURRENT SURVEY CONTROL
 JR0903  ___________________________________________________________________
 JR0903* NAD 83(1986)-  38 30 45.     (N)    118 11 22.     (W)     SCALED    
 JR0903* NAVD 88     -      1369.046  (meters)    4491.61   (feet)  ADJUSTED  
 JR0903  ___________________________________________________________________
 JR0903  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 JR0903  DYNAMIC HT  -        1367.652 (meters)    4487.04  (feet)  COMP
 JR0903  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 JR0903
 JR0903  VERT ORDER  -  FIRST     CLASS II
 JR0903
 JR0903.The horizontal coordinates were scaled from a topographic map and have
 JR0903.an estimated accuracy of +/- 6 seconds.
 JR0903
 JR0903.The orthometric height was determined by differential leveling
 JR0903.and adjusted by the National Geodetic Survey in June 1991..
 JR0903
 JR0903.The geoid height was determined by GEOID03.
 JR0903
 JR0903.The dynamic height is computed by dividing the NAVD 88
 JR0903.geopotential number by the normal gravity value computed on the
 JR0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0903.degrees latitude (g = 980.6199 gals.).
 JR0903
 JR0903.The modeled gravity was interpolated from observed gravity values.
 JR0903
 JR0903;                    North         East    Units  Estimated Accuracy
 JR0903;SPC NV W     - 4,417,560.      834,350.      MT  (+/- 180 meters Scaled)
 JR0903
 JR0903                          SUPERSEDED SURVEY CONTROL
 JR0903
 JR0903.No superseded survey control is available for this station.
 JR0903
 JR0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC962633(NAD 83)
 JR0903_MARKER: I = METAL ROD
 JR0903_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JR0903_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JR0903_STAMPING: C 434 1985
 JR0903_MARK LOGO: NGS   
 JR0903_PROJECTION: FLUSH
 JR0903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0903+STABILITY: POSITION/ELEVATION WELL
 JR0903_ROD/PIPE-DEPTH: 11.6 meters
 JR0903_SLEEVE-DEPTH  : 8.5 meters
 JR0903
 JR0903  HISTORY     - Date     Condition        Report By
 JR0903  HISTORY     - 1985     MONUMENTED       NGS
 JR0903
 JR0903                          STATION DESCRIPTION
 JR0903
 JR0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JR0903'1.3 KM (0.8 MI) NW FROM LUNING.
 JR0903'1.3 KM (0.8 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 JR0903'POST OFFICE AT LUNING, IN THE WEST CORNER OF THE INTERSECTION OF STATE
 JR0903'HIGHWAY 361 LEADING NORTH TO GABBS, 25.0 METERS (82 FT) SOUTHWEST OF
 JR0903'THE SOUTHWEST RAIL, 135.0 METERS (443 FT) NORTHEAST OF THE CENTERLINE
 JR0903'OF US HIGHWAY 95, 26.4 METERS (86.5 FT) WEST OF BENCH MARK K 360,
 JR0903'23.8 METERS (78 FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 361
 JR0903'AND 17.1 METERS (56 FT) SOUTH OF A POWER POLE WITH ONE GUY WIRE.
 JR0903'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 JR0903'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0925 ***********************************************************************
 JR0925  DESIGNATION -  C 435
 JR0925  PID         -  JR0925
 JR0925  STATE/COUNTY-  NV/MINERAL
 JR0925  USGS QUAD   -  GABBS MOUNTAIN (1979)
 JR0925
 JR0925                         *CURRENT SURVEY CONTROL
 JR0925  ___________________________________________________________________
 JR0925* NAD 83(1986)-  38 44 14.     (N)    118 02 42.     (W)     SCALED    
 JR0925* NAVD 88     -      1453.815  (meters)    4769.72   (feet)  ADJUSTED  
 JR0925  ___________________________________________________________________
 JR0925  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 JR0925  DYNAMIC HT  -        1452.349 (meters)    4764.91  (feet)  COMP
 JR0925  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 JR0925
 JR0925  VERT ORDER  -  FIRST     CLASS II
 JR0925
 JR0925.The horizontal coordinates were scaled from a topographic map and have
 JR0925.an estimated accuracy of +/- 6 seconds.
 JR0925
 JR0925.The orthometric height was determined by differential leveling
 JR0925.and adjusted by the National Geodetic Survey in June 1991..
 JR0925
 JR0925.The geoid height was determined by GEOID03.
 JR0925
 JR0925.The dynamic height is computed by dividing the NAVD 88
 JR0925.geopotential number by the normal gravity value computed on the
 JR0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0925.degrees latitude (g = 980.6199 gals.).
 JR0925
 JR0925.The modeled gravity was interpolated from observed gravity values.
 JR0925
 JR0925;                    North         East    Units  Estimated Accuracy
 JR0925;SPC NV W     - 4,442,570.      846,800.      MT  (+/- 180 meters Scaled)
 JR0925
 JR0925                          SUPERSEDED SURVEY CONTROL
 JR0925
 JR0925.No superseded survey control is available for this station.
 JR0925
 JR0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC091881(NAD 83)
 JR0925_MARKER: I = METAL ROD
 JR0925_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JR0925_SP_SET: STAINLESS STEEL ROD
 JR0925_STAMPING: C 435 1985
 JR0925_MARK LOGO: NGS   
 JR0925_PROJECTION: FLUSH
 JR0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0925_ROD/PIPE-DEPTH: 7.3  meters
 JR0925
 JR0925  HISTORY     - Date     Condition        Report By
 JR0925  HISTORY     - 1985     MONUMENTED       NGS
 JR0925
 JR0925                          STATION DESCRIPTION
 JR0925
 JR0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JR0925'18.5 KM (11.5 MI) SW FROM GABBS.
 JR0925'0.6 KM (0.4 MI) SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JR0925'THENCE 17.9 KM (11.1 MI) SOUTHWEST ALONG STATE HIGHWAY 361, IN THE
 JR0925'SOUTH CORNER OF THE Y JUNCTION OF A DIRT ROAD LEADING SOUTH TO A RANCH
 JR0925'AND STINSON WELL, 2.5 KM (1.6 MI) SOUTHWEST OF MILEPOST 20,
 JR0925'29.9 METERS (98.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 8.8 METERS
 JR0925'(29 FT) SOUTHWEST OF A WOODEN POST, 5.9 METERS (19.5 FT) WEST OF THE
 JR0925'CENTER OF THE DIRT ROAD AND 0.4 METER (1.5 FT) NORTHWEST OF A FENCE.
 JR0925'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 JR0925'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0413 ***********************************************************************
 KQ0413  DESIGNATION -  C 436
 KQ0413  PID         -  KQ0413
 KQ0413  STATE/COUNTY-  NV/LANDER
 KQ0413  USGS QUAD   -  MANHATTAN MTN NW (1969)
 KQ0413
 KQ0413                         *CURRENT SURVEY CONTROL
 KQ0413  ___________________________________________________________________
 KQ0413* NAD 83(1986)-  39 55 31.     (N)    117 08 25.     (W)     SCALED    
 KQ0413* NAVD 88     -      1591.195  (meters)    5220.45   (feet)  ADJUSTED  
 KQ0413  ___________________________________________________________________
 KQ0413  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 KQ0413  DYNAMIC HT  -        1589.737 (meters)    5215.66  (feet)  COMP
 KQ0413  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 KQ0413
 KQ0413  VERT ORDER  -  FIRST     CLASS II
 KQ0413
 KQ0413.The horizontal coordinates were scaled from a topographic map and have
 KQ0413.an estimated accuracy of +/- 6 seconds.
 KQ0413
 KQ0413.The orthometric height was determined by differential leveling
 KQ0413.and adjusted by the National Geodetic Survey in June 1991..
 KQ0413
 KQ0413.The geoid height was determined by GEOID03.
 KQ0413
 KQ0413.The dynamic height is computed by dividing the NAVD 88
 KQ0413.geopotential number by the normal gravity value computed on the
 KQ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0413.degrees latitude (g = 980.6199 gals.).
 KQ0413
 KQ0413.The modeled gravity was interpolated from observed gravity values.
 KQ0413
 KQ0413;                    North         East    Units  Estimated Accuracy
 KQ0413;SPC NV C     - 6,574,420.      459,520.      MT  (+/- 180 meters Scaled)
 KQ0413
 KQ0413                          SUPERSEDED SURVEY CONTROL
 KQ0413
 KQ0413.No superseded survey control is available for this station.
 KQ0413
 KQ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME880194(NAD 83)
 KQ0413_MARKER: DB = BENCH MARK DISK
 KQ0413_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0413_SP_SET: ROCK OUTCROP
 KQ0413_STAMPING: C 436 1985
 KQ0413_MARK LOGO: NGS   
 KQ0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0413+STABILITY: POSITION/ELEVATION WELL
 KQ0413
 KQ0413  HISTORY     - Date     Condition        Report By
 KQ0413  HISTORY     - 1985     MONUMENTED       NGS
 KQ0413  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KQ0413
 KQ0413                          STATION DESCRIPTION
 KQ0413
 KQ0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0413'53.6 KM (33.3 MI) NORTH FROM AUSTIN.
 KQ0413'1.56 KM (0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0413'AT AUSTIN, THENCE 52.01 KM (32.32 MI) NORTH ALONG STATE HIGHWAY 305,
 KQ0413'AT THE T JUNCTION OF A TRACK ROAD LEADING NORTH TO THE OLD RAILROAD
 KQ0413'BED AND REESE RIVER, IN TOP OF A SMALL 2 BY 2 FOOT PORTION OF RED
 KQ0413'OUTCROP PROJECTING 6 INCHES ABOVE THE SOUTHEAST END OF A CUT,
 KQ0413'5.8 METERS (19 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 29.9 METERS
 KQ0413'(98 FT) NORTHWEST OF MILEPOST 63, 67.0 METERS (220 FT) SOUTHEAST OF
 KQ0413'THE SOUTHEAST END OF THE SOUTHWEST HEADWALL FOR A 24-INCH CORRUGATED
 KQ0413'METAL PIPE CULVERT, 50.3 METERS (165 FT) SOUTHEAST OF THE EXTENDED
 KQ0413'CENTER OF THE TRACK ROAD AND 32.3 METERS (106 FT) NORTHWEST OF THE
 KQ0413'SOUTHWEST END OF A 60-INCH CORRUGATED METAL PIPE CULVERT.
 KQ0413'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 KQ0413'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 KQ0413
 KQ0413                          STATION RECOVERY (1989)
 KQ0413
 KQ0413'RECOVERY NOTE BY US POWER SQUADRON 1989 (RJK)
 KQ0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0792 ***********************************************************************
 LR0792  DESIGNATION -  C 437
 LR0792  PID         -  LR0792
 LR0792  STATE/COUNTY-  NV/LANDER
 LR0792  USGS QUAD   -  GALENA CANYON (1984)
 LR0792
 LR0792                         *CURRENT SURVEY CONTROL
 LR0792  ___________________________________________________________________
 LR0792* NAD 83(1986)-  40 35 10.     (N)    117 00 18.     (W)     SCALED    
 LR0792* NAVD 88     -      1457.879  (meters)    4783.06   (feet)  ADJUSTED  
 LR0792  ___________________________________________________________________
 LR0792  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 LR0792  DYNAMIC HT  -        1456.701 (meters)    4779.19  (feet)  COMP
 LR0792  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 LR0792
 LR0792  VERT ORDER  -  FIRST     CLASS II
 LR0792
 LR0792.The horizontal coordinates were scaled from a topographic map and have
 LR0792.an estimated accuracy of +/- 6 seconds.
 LR0792
 LR0792.The orthometric height was determined by differential leveling
 LR0792.and adjusted by the National Geodetic Survey in June 1991..
 LR0792
 LR0792.The geoid height was determined by GEOID03.
 LR0792
 LR0792.The dynamic height is computed by dividing the NAVD 88
 LR0792.geopotential number by the normal gravity value computed on the
 LR0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0792.degrees latitude (g = 980.6199 gals.).
 LR0792
 LR0792.The modeled gravity was interpolated from observed gravity values.
 LR0792
 LR0792;                    North         East    Units  Estimated Accuracy
 LR0792;SPC NV C     - 6,647,740.      471,360.      MT  (+/- 180 meters Scaled)
 LR0792
 LR0792                          SUPERSEDED SURVEY CONTROL
 LR0792
 LR0792.No superseded survey control is available for this station.
 LR0792
 LR0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME995928(NAD 83)
 LR0792_MARKER: I = METAL ROD
 LR0792_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LR0792+WITH SETTING: INFORMATION.
 LR0792_SP_SET: SHALLOW SET METAL ROD
 LR0792_STAMPING: C 437 1985
 LR0792_MARK LOGO: NGS   
 LR0792_PROJECTION: FLUSH
 LR0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0792_ROD/PIPE-DEPTH: 1.2  meters
 LR0792
 LR0792  HISTORY     - Date     Condition        Report By
 LR0792  HISTORY     - 1985     MONUMENTED       NGS
 LR0792
 LR0792                          STATION DESCRIPTION
 LR0792
 LR0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LR0792'7.9 KM (4.9 MI) SOUTH FROM BATTLE MTN.
 LR0792'7.95 KM (4.94 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0792'AT BATTLE MTN, 0.54 KM (0.34 MI) NORTHEAST OF THE T JUNCTION OF A
 LR0792'PAVED ROAD LEADING NORTHWEST TO COPPER BASIN, 36.9 METERS (121 FT)
 LR0792'SOUTHEAST OF THE HIGHWAY CENTERLINE, 36.3 METERS (119 FT) SOUTH OF THE
 LR0792'SOUTHEAST END OF A 24-INCH PIPE CULVERT, 33.8 METERS (111 FT)
 LR0792'EAST-SOUTHEAST OF MILEPOST 113 AND 25.3 METERS (83 FT) NORTHWEST OF A
 LR0792'TELEPHONE POLE.
 LR0792'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 LR0792'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1411 ***********************************************************************
 KR1411  DESIGNATION -  C 439
 KR1411  PID         -  KR1411
 KR1411  STATE/COUNTY-  NV/LYON
 KR1411  USGS QUAD   -  FERNLEY EAST (1985)
 KR1411
 KR1411                         *CURRENT SURVEY CONTROL
 KR1411  ___________________________________________________________________
 KR1411* NAD 83(1986)-  39 35 37.     (N)    119 09 43.     (W)     SCALED    
 KR1411* NAVD 88     -      1244.694  (meters)    4083.63   (feet)  ADJUSTED  
 KR1411  ___________________________________________________________________
 KR1411  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 KR1411  DYNAMIC HT  -        1243.616 (meters)    4080.10  (feet)  COMP
 KR1411  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 KR1411
 KR1411  VERT ORDER  -  FIRST     CLASS II
 KR1411
 KR1411.The horizontal coordinates were scaled from a topographic map and have
 KR1411.an estimated accuracy of +/- 6 seconds.
 KR1411
 KR1411.The orthometric height was determined by differential leveling
 KR1411.and adjusted by the National Geodetic Survey in June 1991..
 KR1411
 KR1411.The geoid height was determined by GEOID03.
 KR1411
 KR1411.The dynamic height is computed by dividing the NAVD 88
 KR1411.geopotential number by the normal gravity value computed on the
 KR1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1411.degrees latitude (g = 980.6199 gals.).
 KR1411
 KR1411.The modeled gravity was interpolated from observed gravity values.
 KR1411
 KR1411;                    North         East    Units  Estimated Accuracy
 KR1411;SPC NV W     - 4,537,660.      750,300.      MT  (+/- 180 meters Scaled)
 KR1411
 KR1411                          SUPERSEDED SURVEY CONTROL
 KR1411
 KR1411.No superseded survey control is available for this station.
 KR1411
 KR1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD143848(NAD 83)
 KR1411_MARKER: I = METAL ROD
 KR1411_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1411_SP_SET: STAINLESS STEEL ROD
 KR1411_STAMPING: C 439 1986
 KR1411_MARK LOGO: NGS   
 KR1411_PROJECTION: FLUSH
 KR1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1411_ROD/PIPE-DEPTH: 15.9 meters
 KR1411
 KR1411  HISTORY     - Date     Condition        Report By
 KR1411  HISTORY     - 1986     MONUMENTED       NGS
 KR1411
 KR1411                          STATION DESCRIPTION
 KR1411
 KR1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1411'8.3 KM (5.15 MI) EAST FROM FERNLEY.
 KR1411'0.40 KM (0.25 MI) NORTH ALONG US ALTERNATE HIGHWAY 95 AND US ALTERNATE
 KR1411'HIGHWAY 50 FROM THE POST OFFICE IN FERNLEY, THENCE 7.9 KM (4.9 MI)
 KR1411'EASTERLY ALONG US ALTERNATE HIGHWAY 50, 0.08 KM (0.05 MI) WEST OF A
 KR1411'HIGH VOLTAGE POWERLINE CROSSING, 23.0 METERS (75.6 FT) SOUTH OF THE
 KR1411'CENTERLINE OF THE HIGHWAY, 0.3 METER (1.0 FT) NORTH OF A RIGHT-OF-WAY
 KR1411'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KR1411'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KR1411'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0171 ***********************************************************************
 KP0171  DESIGNATION -  C 44
 KP0171  PID         -  KP0171
 KP0171  STATE/COUNTY-  NV/WHITE PINE
 KP0171  USGS QUAD   -  SILVERADO MOUNTAIN (1990)
 KP0171
 KP0171                         *CURRENT SURVEY CONTROL
 KP0171  ___________________________________________________________________
 KP0171* NAD 83(1986)-  39 22 49.     (N)    115 47 56.     (W)     SCALED    
 KP0171* NAVD 88     -      1813.011  (meters)    5948.19   (feet)  ADJUSTED  
 KP0171  ___________________________________________________________________
 KP0171  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 KP0171  DYNAMIC HT  -        1811.149 (meters)    5942.08  (feet)  COMP
 KP0171  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 KP0171
 KP0171  VERT ORDER  -  FIRST     CLASS II
 KP0171
 KP0171.The horizontal coordinates were scaled from a topographic map and have
 KP0171.an estimated accuracy of +/- 6 seconds.
 KP0171
 KP0171.The orthometric height was determined by differential leveling
 KP0171.and adjusted by the National Geodetic Survey in June 1991..
 KP0171
 KP0171.The geoid height was determined by GEOID03.
 KP0171
 KP0171.The dynamic height is computed by dividing the NAVD 88
 KP0171.geopotential number by the normal gravity value computed on the
 KP0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0171.degrees latitude (g = 980.6199 gals.).
 KP0171
 KP0171.The modeled gravity was interpolated from observed gravity values.
 KP0171
 KP0171;                    North         East    Units  Estimated Accuracy
 KP0171;SPC NV E     - 8,513,840.      181,430.      MT  (+/- 180 meters Scaled)
 KP0171
 KP0171                          SUPERSEDED SURVEY CONTROL
 KP0171
 KP0171  NGVD 29 (??/??/92) 1811.752  (m)         5944.06   (f) ADJ UNCH    1 2
 KP0171
 KP0171.Superseded values are not recommended for survey control.
 KP0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0171.See file dsdata.txt to determine how the superseded data were derived.
 KP0171
 KP0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD034596(NAD 83)
 KP0171_MARKER: DB = BENCH MARK DISK
 KP0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0171_STAMPING: C 44 1934
 KP0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0171+STABILITY: SURFACE MOTION
 KP0171
 KP0171  HISTORY     - Date     Condition        Report By
 KP0171  HISTORY     - 1934     MONUMENTED       CGS
 KP0171  HISTORY     - 1937     GOOD             NGS
 KP0171
 KP0171                          STATION DESCRIPTION
 KP0171
 KP0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 KP0171'16.8 MI SE FROM EUREKA.
 KP0171'IN WHITE PINE COUNTY, 16.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM
 KP0171'THE COUNTY COURTHOUSE AT EUREKA, EUREKA COUNTY, 50 FEET WEST OF THE
 KP0171'DOUBLE HEADWALL OF TWO GALVANIZED-IRON PIPE CULVERTS, AND 65 FEET
 KP0171'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 44
 KP0171'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1434 ***********************************************************************
 KR1434  DESIGNATION -  C 441
 KR1434  PID         -  KR1434
 KR1434  STATE/COUNTY-  NV/LYON
 KR1434  USGS QUAD   -  FERNLEY EAST (1985)
 KR1434
 KR1434                         *CURRENT SURVEY CONTROL
 KR1434  ___________________________________________________________________
 KR1434* NAD 83(1986)-  39 37 22.     (N)    119 12 04.     (W)     SCALED    
 KR1434* NAVD 88     -      1268.720  (meters)    4162.46   (feet)  ADJUSTED  
 KR1434  ___________________________________________________________________
 KR1434  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 KR1434  DYNAMIC HT  -        1267.631 (meters)    4158.89  (feet)  COMP
 KR1434  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 KR1434
 KR1434  VERT ORDER  -  FIRST     CLASS II
 KR1434
 KR1434.The horizontal coordinates were scaled from a topographic map and have
 KR1434.an estimated accuracy of +/- 6 seconds.
 KR1434
 KR1434.The orthometric height was determined by differential leveling
 KR1434.and adjusted by the National Geodetic Survey in June 1991..
 KR1434
 KR1434.The geoid height was determined by GEOID03.
 KR1434
 KR1434.The dynamic height is computed by dividing the NAVD 88
 KR1434.geopotential number by the normal gravity value computed on the
 KR1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1434.degrees latitude (g = 980.6199 gals.).
 KR1434
 KR1434.The modeled gravity was interpolated from observed gravity values.
 KR1434
 KR1434;                    North         East    Units  Estimated Accuracy
 KR1434;SPC NV W     - 4,540,920.      746,960.      MT  (+/- 180 meters Scaled)
 KR1434
 KR1434                          SUPERSEDED SURVEY CONTROL
 KR1434
 KR1434.No superseded survey control is available for this station.
 KR1434
 KR1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD110882(NAD 83)
 KR1434_MARKER: I = METAL ROD
 KR1434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1434_SP_SET: STAINLESS STEEL ROD
 KR1434_STAMPING: C 441 1986
 KR1434_MARK LOGO: NGS   
 KR1434_PROJECTION: FLUSH
 KR1434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1434_ROD/PIPE-DEPTH: 14.6 meters
 KR1434
 KR1434  HISTORY     - Date     Condition        Report By
 KR1434  HISTORY     - 1986     MONUMENTED       NGS
 KR1434
 KR1434                          STATION DESCRIPTION
 KR1434
 KR1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1434'5.7 KM (3.55 MI) NE FROM FERNLEY.
 KR1434'3.81 KM (2.38 MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE
 KR1434'POST OFFICE IN FERNLEY, THENCE 1.89 KM (1.18 MI) NORTHEAST ALONG
 KR1434'INTERSTATE HIGHWAY 80, 0.12 KM (0.07 MI) SOUTHWEST OF MILEPOST 50,
 KR1434'41.8 METERS (137 FT) SOUTHEAST OF THE CENTERLINE OF I-80 EASTBOUND,
 KR1434'8.5 METERS (28.0 FT) NORTHWEST OF THE CENTER OF A GRAVEL ROAD,
 KR1434'5.5 METERS (18.0 FT) EAST OF THE CENTER OF AN OLD TRACK ROAD,
 KR1434'0.5 METERS (1.5 FT) NORTH OF THE SOUTHWEST 1 OF 2 BRACED RIGHT OF WAY
 KR1434'FENCE POSTS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KR1434'CAP.
 KR1434'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0479 ***********************************************************************
 LS0479  DESIGNATION -  C 442
 LS0479  PID         -  LS0479
 LS0479  STATE/COUNTY-  NV/PERSHING
 LS0479  USGS QUAD   -  OREANA (1987)
 LS0479
 LS0479                         *CURRENT SURVEY CONTROL
 LS0479  ___________________________________________________________________
 LS0479* NAD 83(1986)-  40 16 02.     (N)    118 22 08.     (W)     SCALED    
 LS0479* NAVD 88     -      1265.403  (meters)    4151.58   (feet)  ADJUSTED  
 LS0479  ___________________________________________________________________
 LS0479  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 LS0479  DYNAMIC HT  -        1264.397 (meters)    4148.28  (feet)  COMP
 LS0479  MODELED GRAV-     979,786.6   (mgal)                       NAVD 88
 LS0479
 LS0479  VERT ORDER  -  FIRST     CLASS II
 LS0479
 LS0479.The horizontal coordinates were scaled from a topographic map and have
 LS0479.an estimated accuracy of +/- 6 seconds.
 LS0479
 LS0479.The orthometric height was determined by differential leveling
 LS0479.and adjusted by the National Geodetic Survey in June 1991..
 LS0479
 LS0479.The geoid height was determined by GEOID03.
 LS0479
 LS0479.The dynamic height is computed by dividing the NAVD 88
 LS0479.geopotential number by the normal gravity value computed on the
 LS0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0479.degrees latitude (g = 980.6199 gals.).
 LS0479
 LS0479.The modeled gravity was interpolated from observed gravity values.
 LS0479
 LS0479;                    North         East    Units  Estimated Accuracy
 LS0479;SPC NV W     - 4,612,300.      818,240.      MT  (+/- 180 meters Scaled)
 LS0479
 LS0479                          SUPERSEDED SURVEY CONTROL
 LS0479
 LS0479.No superseded survey control is available for this station.
 LS0479
 LS0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE836583(NAD 83)
 LS0479_MARKER: I = METAL ROD
 LS0479_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LS0479_SP_SET: STAINLESS STEEL ROD
 LS0479_STAMPING: C 442 1986
 LS0479_MARK LOGO: NGS   
 LS0479_PROJECTION: FLUSH
 LS0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LS0479_ROD/PIPE-DEPTH: 3.3  meters
 LS0479
 LS0479  HISTORY     - Date     Condition        Report By
 LS0479  HISTORY     - 1986     MONUMENTED       NGS
 LS0479
 LS0479                          STATION DESCRIPTION
 LS0479
 LS0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LS0479'13.8 KM (8.6 MI) NE FROM LOVELOCK.
 LS0479'0.5 KM (0.3 MI) NORTHEAST ALONG CORNELL AVENUE FROM THE INTERSECTION
 LS0479'OF MAIN STREET IN LOVELOCK, THENCE 9.6 KM (6.0 MI) NORTHEAST ALONG
 LS0479'UPPER VALLEY ROAD, THENCE 0.6 KM (0.4 MI) EAST ALONG COAL CANYON ROAD,
 LS0479'THENCE 3.1 KM (1.9 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 80, 0.78 KM
 LS0479'(0.48 MI) NORTHEAST OF MILEPOST 114, 56.4 METERS (185 FT) SOUTHEAST OF
 LS0479'THE CENTERLINE OF THE EASTBOUND LANES, 50.9 METERS (167 FT)
 LS0479'EAST-SOUTHEAST OF THE EAST CORNER OF AN IRON GRILL FOR A SIPHON UNDER
 LS0479'THE HIGHWAY, 2.6 METERS (8.5 FT) NORTHWEST OF A TELEPHONE POLE,
 LS0479'0.5 METERS (1.5 FT) NORTHWEST OF THE SOUTHWEST 1 OF 2 FENCE BRACE
 LS0479'POSTS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LS0479'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LS0479'THE MARK IS 2.0 M ABOVE THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR1240 ***********************************************************************
 HR1240  DESIGNATION -  C 443
 HR1240  PID         -  HR1240
 HR1240  STATE/COUNTY-  NV/MINERAL
 HR1240  USGS QUAD   -  TRUMAN MEADOWS (1994)
 HR1240
 HR1240                         *CURRENT SURVEY CONTROL
 HR1240  ___________________________________________________________________
 HR1240* NAD 83(1986)-  37 54 55.     (N)    118 24 58.     (W)     SCALED    
 HR1240* NAVD 88     -      1876.662  (meters)    6157.02   (feet)  ADJUSTED  
 HR1240  ___________________________________________________________________
 HR1240  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 HR1240  DYNAMIC HT  -        1874.464 (meters)    6149.80  (feet)  COMP
 HR1240  MODELED GRAV-     979,391.5   (mgal)                       NAVD 88
 HR1240
 HR1240  VERT ORDER  -  FIRST     CLASS II
 HR1240
 HR1240.The horizontal coordinates were scaled from a topographic map and have
 HR1240.an estimated accuracy of +/- 6 seconds.
 HR1240
 HR1240.The orthometric height was determined by differential leveling
 HR1240.and adjusted by the National Geodetic Survey in June 1991..
 HR1240
 HR1240.The geoid height was determined by GEOID03.
 HR1240
 HR1240.The dynamic height is computed by dividing the NAVD 88
 HR1240.geopotential number by the normal gravity value computed on the
 HR1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1240.degrees latitude (g = 980.6199 gals.).
 HR1240
 HR1240.The modeled gravity was interpolated from observed gravity values.
 HR1240
 HR1240;                    North         East    Units  Estimated Accuracy
 HR1240;SPC NV W     - 4,351,210.      814,700.      MT  (+/- 180 meters Scaled)
 HR1240
 HR1240                          SUPERSEDED SURVEY CONTROL
 HR1240
 HR1240.No superseded survey control is available for this station.
 HR1240
 HR1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB755973(NAD 83)
 HR1240_MARKER: I = METAL ROD
 HR1240_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HR1240+WITH SETTING: INFORMATION.
 HR1240_SP_SET: SHALLOW-SET METAL ROD
 HR1240_STAMPING: C 443 1986
 HR1240_MARK LOGO: NGS   
 HR1240_PROJECTION: FLUSH
 HR1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR1240_ROD/PIPE-DEPTH: 1.8  meters
 HR1240
 HR1240  HISTORY     - Date     Condition        Report By
 HR1240  HISTORY     - 1986     MONUMENTED       NGS
 HR1240
 HR1240                          STATION DESCRIPTION
 HR1240
 HR1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HR1240'12.8 KM (7.95 MI) NE FROM BENTON CA.
 HR1240'12.8 KM (8.0 MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE JUNCTION OF
 HR1240'STATE HIGHWAY 120 IN BENTON CA, 0.61 KM (0.38 MI) NORTHEAST OF
 HR1240'MILEPOST 1, 43.0 METERS (141 FT) SOUTHEAST OF THE CENTERLINE OF THE
 HR1240'HIGHWAY, 24.1 METERS (79.0 FT) NORTHWEST OF POWER POLE 141039, 6.7
 HR1240'METERS (22.0 FT) SOUTHEAST OF THE SOUTHEAST BANK OF A DEEP WIDE DRAIN
 HR1240'DITCH.  A ROD DRIVEN TO ABRUPT REFUSAL AND ANCHORED.  NOTE--ACCESS TO
 HR1240'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HR1240'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 HR1240'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1833 ***********************************************************************
 KR1833  DESIGNATION -  C 446
 KR1833  PID         -  KR1833
 KR1833  STATE/COUNTY-  NV/CHURCHILL
 KR1833  USGS QUAD   -  GRIMES POINT (1985)
 KR1833
 KR1833                         *CURRENT SURVEY CONTROL
 KR1833  ___________________________________________________________________
 KR1833* NAD 83(1999)-  39 28 01.87919(N)    118 44 35.81548(W)     ADJUSTED  
 KR1833* NAVD 88     -      1205.347  (meters)    3954.54   (feet)  ADJUSTED  
 KR1833  ___________________________________________________________________
 KR1833  EPOCH DATE  -        1999.37
 KR1833  X           -  -2,371,457.325 (meters)                     COMP
 KR1833  Y           -  -4,323,798.041 (meters)                     COMP
 KR1833  Z           -   4,033,242.488 (meters)                     COMP
 KR1833  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 KR1833  ELLIP HEIGHT-        1180.80  (meters)          (05/16/00) GPS OBS
 KR1833  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 KR1833  DYNAMIC HT  -        1204.308 (meters)    3951.13  (feet)  COMP
 KR1833  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 KR1833
 KR1833  HORZ ORDER  -  A
 KR1833  VERT ORDER  -  FIRST     CLASS II
 KR1833  ELLP ORDER  -  FOURTH    CLASS I
 KR1833
 KR1833.The horizontal coordinates were established by GPS observations
 KR1833.and adjusted by the National Geodetic Survey in May 2000..
 KR1833.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KR1833.DATUM ITEM on the data sheet items page.
 KR1833.The horizontal coordinates are valid at the epoch date displayed above.
 KR1833.The epoch date for horizontal control is a decimal equivalence
 KR1833.of Year/Month/Day.
 KR1833
 KR1833.The orthometric height was determined by differential leveling
 KR1833.and adjusted by the National Geodetic Survey in October 1991..
 KR1833
 KR1833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KR1833
 KR1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1833
 KR1833.The ellipsoidal height was determined by GPS observations
 KR1833.and is referenced to NAD 83.
 KR1833
 KR1833.The geoid height was determined by GEOID03.
 KR1833
 KR1833.The dynamic height is computed by dividing the NAVD 88
 KR1833.geopotential number by the normal gravity value computed on the
 KR1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1833.degrees latitude (g = 980.6199 gals.).
 KR1833
 KR1833.The modeled gravity was interpolated from observed gravity values.
 KR1833
 KR1833;                    North         East     Units Scale Factor Converg.
 KR1833;SPC NV W     - 4,523,472.774   786,237.168   MT  0.99990233   -0 06 06.0
 KR1833;SPC NV W     -14,840,760.26  2,579,513.11   sFT  0.99990233   -0 06 06.0
 KR1833;UTM  11      - 4,370,073.452   350,039.384   MT  0.99987688   -1 06 29.9
 KR1833
 KR1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1833!SPC NV W     -   0.99981478  x   0.99990233  =   0.99971713
 KR1833!UTM  11      -   0.99981478  x   0.99987688  =   0.99969168
 KR1833
 KR1833                          SUPERSEDED SURVEY CONTROL
 KR1833
 KR1833  NAVD 88 (05/16/00) 1205.35   (m)         3954.6    (f) LEVELING    3  
 KR1833
 KR1833.Superseded values are not recommended for survey control.
 KR1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1833.See file dsdata.txt to determine how the superseded data were derived.
 KR1833
 KR1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD5003970073(NAD 83)
 KR1833_MARKER: DB = BENCH MARK DISK
 KR1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1833_SP_SET: CONCRETE POST
 KR1833_STAMPING: C 446 1991
 KR1833_MARK LOGO: USN   
 KR1833_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1833+STABILITY: SURFACE MOTION
 KR1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1833+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1999
 KR1833
 KR1833  HISTORY     - Date     Condition        Report By
 KR1833  HISTORY     - 1991     MONUMENTED       NGS
 KR1833  HISTORY     - 19991005 GOOD             NGS
 KR1833
 KR1833                          STATION DESCRIPTION
 KR1833
 KR1833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1833'3.8 KM (2.4 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL IN
 KR1833'FALLON, THENCE 1.0 KM (0.6 MI) SOUTHERLY ALONG CROOK ROAD, THENCE 0.8
 KR1833'KM (0.5 MI) WESTERLY ALONG A GRAVELED ROAD, 87.9 M (288.4 FT)
 KR1833'NORTHWEST OF AND LEVEL WITH THE CENTER OF THE ROAD, 1.9 M (6.2 FT)
 KR1833'WEST OF A CHAIN-LINK FENCE CORNER, 1.3 M (4.3 FT) WEST-SOUTHWEST OF A
 KR1833'FENCE, 0.8 M (2.6 FT) NORTH OF THE CHAIN-LINK FENCE, 0.4 M (1.3 FT)
 KR1833'EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 KR1833'SURFACE.
 KR1833
 KR1833                          STATION RECOVERY (1999)
 KR1833
 KR1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JGF)
 KR1833'THE STATION IS LOCATED 3.5 MILES (5.6 KM) EAST AND 0.5 MILE (0.8 KM)
 KR1833'SOUTH OF FALLON.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 KR1833'HWY 50 AND MAIN (AT CITY HALL) , PROCEED ON U.S.  HWY 50, EAST FOR 2.4
 KR1833'MILES (3.9 KM) TO CROOK ROAD.  PROCEED SOUTH ON CROOK ROAD FOR 0.6
 KR1833'MILE (1.0 KM) TO A GRAVEL ROAD ON THE RIGHT, GO WEST ON GRAVEL ROAD
 KR1833'FOR 0.4 MILE (0.6 KM) TO A CHAIN LINK FENCED AREA.  GO NORTH ALONG THE
 KR1833'EAST FENCE SEGMENT FOR 250 FEET (76.2 M) TO THE NORTHEAST FENCE CORNER
 KR1833'AND STATION LOCATED 1 NETER NORTH FROM THE FENCE CORNER.  THE STATION
 KR1833'IS A 3 INCH BRASS CAP MONUMENT SET IN CONCRETE, RECESSED 3 CM BELOW A
 KR1833'1X1 FOOT STEEL PLATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1836 ***********************************************************************
 KR1836  DESIGNATION -  C 447
 KR1836  PID         -  KR1836
 KR1836  STATE/COUNTY-  NV/CHURCHILL
 KR1836  USGS QUAD   -  GRIMES POINT (1985)
 KR1836
 KR1836                         *CURRENT SURVEY CONTROL
 KR1836  ___________________________________________________________________
 KR1836* NAD 83(1986)-  39 25 50.     (N)    118 42 26.     (W)     SCALED    
 KR1836* NAVD 88     -      1199.069  (meters)    3933.95   (feet)  ADJUSTED  
 KR1836  ___________________________________________________________________
 KR1836  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 KR1836  DYNAMIC HT  -        1198.029 (meters)    3930.53  (feet)  COMP
 KR1836  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 KR1836
 KR1836  VERT ORDER  -  FIRST     CLASS II
 KR1836
 KR1836.The horizontal coordinates were scaled from a topographic map and have
 KR1836.an estimated accuracy of +/- 6 seconds.
 KR1836
 KR1836.The orthometric height was determined by differential leveling
 KR1836.and adjusted by the National Geodetic Survey in October 1991..
 KR1836
 KR1836.The geoid height was determined by GEOID03.
 KR1836
 KR1836.The dynamic height is computed by dividing the NAVD 88
 KR1836.geopotential number by the normal gravity value computed on the
 KR1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1836.degrees latitude (g = 980.6199 gals.).
 KR1836
 KR1836.The modeled gravity was interpolated from observed gravity values.
 KR1836
 KR1836;                    North         East    Units  Estimated Accuracy
 KR1836;SPC NV W     - 4,519,400.      789,330.      MT  (+/- 180 meters Scaled)
 KR1836
 KR1836                          SUPERSEDED SURVEY CONTROL
 KR1836
 KR1836.No superseded survey control is available for this station.
 KR1836
 KR1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD530659(NAD 83)
 KR1836_MARKER: DB = BENCH MARK DISK
 KR1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1836_SP_SET: CONCRETE POST
 KR1836_STAMPING: C 447 1991
 KR1836_MARK LOGO: USN   
 KR1836_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1836+STABILITY: SURFACE MOTION
 KR1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1836+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KR1836
 KR1836  HISTORY     - Date     Condition        Report By
 KR1836  HISTORY     - 1991     MONUMENTED       NGS
 KR1836
 KR1836                          STATION DESCRIPTION
 KR1836
 KR1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1836'12.2 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR1836'IN FALLON, THENCE 5.1 KM (3.2 MI) WESTERLY ALONG WILDES ROAD, THENCE
 KR1836'0.3 KM (0.2 MI) SOUTHERLY ALONG CARSON ROAD LEADING TO THE NORTH GATE
 KR1836'OF THE FALLON NAVAL AIR STATION, THENCE 1.3 KM (0.8 MI) EASTERLY
 KR1836'ALONG PERIMETER ROAD, THENCE 1.6 KM (1.0 MI) SOUTHERLY ALONG A
 KR1836'GRAVELED ROAD, 13.2 M (43.3 FT) SOUTHWEST OF THE CENTER OF THE ROAD,
 KR1836'0.6 M (2.0 FT) NORTHEAST OF A WITNESS POST, 0.6 M (2.0 FT) BELOW THE
 KR1836'LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0070 ***********************************************************************
 KQ0070  DESIGNATION -  C 45
 KQ0070  PID         -  KQ0070
 KQ0070  STATE/COUNTY-  NV/LANDER
 KQ0070  USGS QUAD   -  CAPE HORN (1989)
 KQ0070
 KQ0070                         *CURRENT SURVEY CONTROL
 KQ0070  ___________________________________________________________________
 KQ0070* NAD 83(1986)-  39 24 01.     (N)    116 48 27.     (W)     SCALED    
 KQ0070* NAVD 88     -      1782.364  (meters)    5847.64   (feet)  ADJUSTED  
 KQ0070  ___________________________________________________________________
 KQ0070  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 KQ0070  DYNAMIC HT  -        1780.573 (meters)    5841.76  (feet)  COMP
 KQ0070  MODELED GRAV-     979,559.1   (mgal)                       NAVD 88
 KQ0070
 KQ0070  VERT ORDER  -  FIRST     CLASS II
 KQ0070
 KQ0070.The horizontal coordinates were scaled from a topographic map and have
 KQ0070.an estimated accuracy of +/- 6 seconds.
 KQ0070
 KQ0070.The orthometric height was determined by differential leveling
 KQ0070.and adjusted by the National Geodetic Survey in June 1991..
 KQ0070
 KQ0070.The geoid height was determined by GEOID03.
 KQ0070
 KQ0070.The dynamic height is computed by dividing the NAVD 88
 KQ0070.geopotential number by the normal gravity value computed on the
 KQ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0070.degrees latitude (g = 980.6199 gals.).
 KQ0070
 KQ0070.The modeled gravity was interpolated from observed gravity values.
 KQ0070
 KQ0070;                    North         East    Units  Estimated Accuracy
 KQ0070;SPC NV C     - 6,516,040.      487,870.      MT  (+/- 180 meters Scaled)
 KQ0070
 KQ0070                          SUPERSEDED SURVEY CONTROL
 KQ0070
 KQ0070  NGVD 29 (??/??/92) 1781.125  (m)         5843.57   (f) ADJ UNCH    1 2
 KQ0070
 KQ0070.Superseded values are not recommended for survey control.
 KQ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0070.See file dsdata.txt to determine how the superseded data were derived.
 KQ0070
 KQ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND165612(NAD 83)
 KQ0070_MARKER: DB = BENCH MARK DISK
 KQ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0070_STAMPING: C 45 1934
 KQ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0070+STABILITY: SURFACE MOTION
 KQ0070
 KQ0070  HISTORY     - Date     Condition        Report By
 KQ0070  HISTORY     - 1934     MONUMENTED       CGS
 KQ0070  HISTORY     - 1955     GOOD             NGS
 KQ0070
 KQ0070                          STATION DESCRIPTION
 KQ0070
 KQ0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0070'19.2 MI SE FROM AUSTIN.
 KQ0070'19.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0070'AT AUSTIN, 81.0 FEET WEST OF THE CENTER OF THE NORTHWEST END OF A
 KQ0070'12-INCH CORRUGATED METAL PIPE CULVERT, 58.0 FEET NORTHWEST OF THE
 KQ0070'CENTER LINE OF THE HIGHWAY, 2.1 FEET NORTHEAST OF A WITNESS POST,
 KQ0070'ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 KQ0070'CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0309 ***********************************************************************
 KQ0309  DESIGNATION -  C 46
 KQ0309  PID         -  KQ0309
 KQ0309  STATE/COUNTY-  NV/LANDER
 KQ0309  USGS QUAD   -  CARROLL SUMMIT (1969)
 KQ0309
 KQ0309                         *CURRENT SURVEY CONTROL
 KQ0309  ___________________________________________________________________
 KQ0309* NAD 83(1986)-  39 15 49.     (N)    117 41 05.     (W)     SCALED    
 KQ0309* NAVD 88     -      2046.749  (meters)    6715.04   (feet)  ADJUSTED  
 KQ0309  ___________________________________________________________________
 KQ0309  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 KQ0309  DYNAMIC HT  -        2044.584 (meters)    6707.94  (feet)  COMP
 KQ0309  MODELED GRAV-     979,495.7   (mgal)                       NAVD 88
 KQ0309
 KQ0309  VERT ORDER  -  FIRST     CLASS II
 KQ0309
 KQ0309.The horizontal coordinates were scaled from a topographic map and have
 KQ0309.an estimated accuracy of +/- 6 seconds.
 KQ0309
 KQ0309.The orthometric height was determined by differential leveling
 KQ0309.and adjusted by the National Geodetic Survey in June 1991..
 KQ0309
 KQ0309.The geoid height was determined by GEOID03.
 KQ0309
 KQ0309.The dynamic height is computed by dividing the NAVD 88
 KQ0309.geopotential number by the normal gravity value computed on the
 KQ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0309.degrees latitude (g = 980.6199 gals.).
 KQ0309
 KQ0309.The modeled gravity was interpolated from observed gravity values.
 KQ0309
 KQ0309;                    North         East    Units  Estimated Accuracy
 KQ0309;SPC NV C     - 6,501,360.      412,150.      MT  (+/- 180 meters Scaled)
 KQ0309
 KQ0309                          SUPERSEDED SURVEY CONTROL
 KQ0309
 KQ0309  NGVD 29 (??/??/92) 2045.450  (m)         6710.78   (f) ADJ UNCH    1 2
 KQ0309
 KQ0309.Superseded values are not recommended for survey control.
 KQ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0309.See file dsdata.txt to determine how the superseded data were derived.
 KQ0309
 KQ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD409462(NAD 83)
 KQ0309_MARKER: DB = BENCH MARK DISK
 KQ0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KQ0309_SP_SET: CULVERT
 KQ0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0309
 KQ0309  HISTORY     - Date     Condition        Report By
 KQ0309  HISTORY     - UNK      MONUMENTED       CGS
 KQ0309  HISTORY     - 1955     MARK NOT FOUND   NGS
 KQ0309
 KQ0309                          STATION DESCRIPTION
 KQ0309
 KQ0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0309'14.5 MI E FROM EASTGATE.
 KQ0309'AT LANDER COUNTY, 14.5 MILES SOUTHEAST OF EASTGATE STORE, CHURCHILL
 KQ0309'COUNTY, 0.4 MILE NORTH OF CARROLL SERVICE STATION, ON THE NORTHEAST
 KQ0309'RETAINING WALL OF THE CONCRETE BRIDGE OVER WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0146 ***********************************************************************
 KR0146  DESIGNATION -  C 47
 KR0146  PID         -  KR0146
 KR0146  STATE/COUNTY-  NV/CHURCHILL
 KR0146  USGS QUAD   -  FOURMILE FLAT (1972)
 KR0146
 KR0146                         *CURRENT SURVEY CONTROL
 KR0146  ___________________________________________________________________
 KR0146* NAD 83(1986)-  39 17 54.     (N)    118 28 13.     (W)     SCALED    
 KR0146* NAVD 88     -      1192.41   (+/-2cm)    3912.1    (feet)  VERTCON   
 KR0146  ___________________________________________________________________
 KR0146  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 KR0146
 KR0146  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0146
 KR0146.The horizontal coordinates were scaled from a topographic map and have
 KR0146.an estimated accuracy of +/- 6 seconds.
 KR0146
 KR0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0146.The vertical order pertains to the NGVD 29 superseded value.
 KR0146
 KR0146.The geoid height was determined by GEOID03.
 KR0146
 KR0146;                    North         East    Units  Estimated Accuracy
 KR0146;SPC NV W     - 4,504,720.      809,750.      MT  (+/- 180 meters Scaled)
 KR0146
 KR0146                          SUPERSEDED SURVEY CONTROL
 KR0146
 KR0146  NGVD 29 (??/??/92) 1191.428  (m)         3908.88   (f) ADJ UNCH    1 2
 KR0146
 KR0146.Superseded values are not recommended for survey control.
 KR0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0146.See file dsdata.txt to determine how the superseded data were derived.
 KR0146
 KR0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD732509(NAD 83)
 KR0146_MARKER: DB = BENCH MARK DISK
 KR0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0146_STAMPING: C 47 1934
 KR0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0146+STABILITY: SURFACE MOTION
 KR0146
 KR0146  HISTORY     - Date     Condition        Report By
 KR0146  HISTORY     - 1934     MONUMENTED       CGS
 KR0146
 KR0146                          STATION DESCRIPTION
 KR0146
 KR0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KR0146'8 MI E FROM SALT WELLS.
 KR0146'ABOUT 8 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE STATION AT SALT
 KR0146'WELLS, CHURCHILL COUNTY, AT THE WEST EDGE OF AN OLD LAKE BED, AND 45
 KR0146'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 KR0146'STAMPED C 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0081 ***********************************************************************
 MV0081  DESIGNATION -  C 49
 MV0081  PID         -  MV0081
 MV0081  STATE/COUNTY-  NV/WASHOE
 MV0081  USGS QUAD   -  CATNIP MTN SE (1966)
 MV0081
 MV0081                         *CURRENT SURVEY CONTROL
 MV0081  ___________________________________________________________________
 MV0081* NAD 83(1986)-  41 46 14.     (N)    119 20 46.     (W)     SCALED    
 MV0081* NAVD 88     -      1856.219  (meters)    6089.95   (feet)  ADJUSTED  
 MV0081  ___________________________________________________________________
 MV0081  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 MV0081  DYNAMIC HT  -        1854.759 (meters)    6085.16  (feet)  COMP
 MV0081  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 MV0081
 MV0081  VERT ORDER  -  FIRST     CLASS II
 MV0081
 MV0081.The horizontal coordinates were scaled from a topographic map and have
 MV0081.an estimated accuracy of +/- 6 seconds.
 MV0081
 MV0081.The orthometric height was determined by differential leveling
 MV0081.and adjusted by the National Geodetic Survey in June 1991..
 MV0081
 MV0081.The geoid height was determined by GEOID03.
 MV0081
 MV0081.The dynamic height is computed by dividing the NAVD 88
 MV0081.geopotential number by the normal gravity value computed on the
 MV0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0081.degrees latitude (g = 980.6199 gals.).
 MV0081
 MV0081.The modeled gravity was interpolated from observed gravity values.
 MV0081
 MV0081;                    North         East    Units  Estimated Accuracy
 MV0081;SPC NV W     - 4,779,500.      736,580.      MT  (+/- 180 meters Scaled)
 MV0081
 MV0081                          SUPERSEDED SURVEY CONTROL
 MV0081
 MV0081  NGVD 29 (??/??/92) 1854.936  (m)         6085.74   (f) ADJ UNCH    1 2
 MV0081
 MV0081.Superseded values are not recommended for survey control.
 MV0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0081.See file dsdata.txt to determine how the superseded data were derived.
 MV0081
 MV0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG049269(NAD 83)
 MV0081_MARKER: DB = BENCH MARK DISK
 MV0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0081_STAMPING: C 49 1934
 MV0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0081+STABILITY: SURFACE MOTION
 MV0081
 MV0081  HISTORY     - Date     Condition        Report By
 MV0081  HISTORY     - 1934     MONUMENTED       CGS
 MV0081  HISTORY     - 1942     GOOD             NGS
 MV0081
 MV0081                          STATION DESCRIPTION
 MV0081
 MV0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0081'25.3 MI SW FROM THOUSAND CREEK RANCH.
 MV0081'IN WASHOE COUNTY, ABOUT 25.3 MILES SOUTHWEST ALONG STATE HIGHWAY 8 A
 MV0081'FROM THE RANCH HOUSE AT THOUSAND CREEK RANCH, HUMBOLDT COUNTY, ABOUT
 MV0081'0.7 MILE SOUTHWEST OF THE WASHOE-HUMBOLDT COUNTY LINE, AND 40 FEET
 MV0081'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY. A STANDARD DISK, STAMPED
 MV0081'C 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MV0081
 MV0081                          STATION RECOVERY (1942)
 MV0081
 MV0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MV0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0248 ***********************************************************************
 GR0248  DESIGNATION -  C 50
 GR0248  PID         -  GR0248
 GR0248  STATE/COUNTY-  NV/CLARK
 GR0248  USGS QUAD   -  DEVILS THROAT (1983)
 GR0248
 GR0248                         *CURRENT SURVEY CONTROL
 GR0248  ___________________________________________________________________
 GR0248* NAD 83(1986)-  36 25 13.     (N)    114 07 35.     (W)     SCALED    
 GR0248* NAVD 88     -       719.296  (meters)    2359.89   (feet)  POSTED    
 GR0248  ___________________________________________________________________
 GR0248  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 GR0248  DYNAMIC HT  -         718.560 (meters)    2357.48  (feet)  COMP
 GR0248  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 GR0248
 GR0248  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0248
 GR0248.The horizontal coordinates were scaled from a topographic map and have
 GR0248.an estimated accuracy of +/- 6 seconds.
 GR0248
 GR0248.The orthometric height was determined by differential leveling
 GR0248.and adjusted by the National Geodetic Survey in 1992..
 GR0248.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0248.rate of 0.0 thru 1.0 mm/km.
 GR0248
 GR0248.The geoid height was determined by GEOID03.
 GR0248
 GR0248.The dynamic height is computed by dividing the NAVD 88
 GR0248.geopotential number by the normal gravity value computed on the
 GR0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0248.degrees latitude (g = 980.6199 gals.).
 GR0248
 GR0248.The modeled gravity was interpolated from observed gravity values.
 GR0248
 GR0248;                    North         East    Units  Estimated Accuracy
 GR0248;SPC NV E     - 8,186,290.      330,650.      MT  (+/- 180 meters Scaled)
 GR0248
 GR0248                          SUPERSEDED SURVEY CONTROL
 GR0248
 GR0248  NGVD 29 (??/??/92)  718.580  (m)         2357.54   (f) ADJ UNCH    1 1
 GR0248
 GR0248.Superseded values are not recommended for survey control.
 GR0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0248.See file dsdata.txt to determine how the superseded data were derived.
 GR0248
 GR0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA576344(NAD 83)
 GR0248_MARKER: DB = BENCH MARK DISK
 GR0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0248_SP_SET: WALL
 GR0248_STAMPING: C 50 1934
 GR0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0248
 GR0248  HISTORY     - Date     Condition        Report By
 GR0248  HISTORY     - 1934     MONUMENTED       CGS
 GR0248  HISTORY     - 1950     GOOD             NGS
 GR0248  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0248
 GR0248                          STATION DESCRIPTION
 GR0248
 GR0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0248'27.9 MI S FROM RIVERSIDE.
 GR0248'27.9 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0248'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE, AT AN
 GR0248'OLD CONCRETE WATER TROUGH, IN THE TOP OF THE SOUTH WALL, 26 FEET NORTH
 GR0248'OF THE SOUTH BANK OF A WASH, AND 12 FEET NORTH OF THE CENTER LINE OF
 GR0248'THE ROAD.
 GR0248
 GR0248                          STATION RECOVERY (1979)
 GR0248
 GR0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0061 ***********************************************************************
 GR0061  DESIGNATION -  C 51
 GR0061  PID         -  GR0061
 GR0061  STATE/COUNTY-  NV/CLARK
 GR0061  USGS QUAD   -  MOAPA PEAK (1980)
 GR0061
 GR0061                         *CURRENT SURVEY CONTROL
 GR0061  ___________________________________________________________________
 GR0061* NAD 83(1986)-  36 45 04.     (N)    114 23 35.     (W)     SCALED    
 GR0061* NAVD 88     -       622.245  (meters)    2041.48   (feet)  ADJUSTED  
 GR0061  ___________________________________________________________________
 GR0061  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 GR0061  DYNAMIC HT  -         621.635 (meters)    2039.48  (feet)  COMP
 GR0061  MODELED GRAV-     979,633.1   (mgal)                       NAVD 88
 GR0061  OBS GRAVITY -     979,632.4   (mgal)                       GRAV_OBS
 GR0061
 GR0061  VERT ORDER  -  FIRST     CLASS I
 GR0061
 GR0061.The horizontal coordinates were scaled from a topographic map and have
 GR0061.an estimated accuracy of +/- 6 seconds.
 GR0061
 GR0061.The orthometric height was determined by differential leveling
 GR0061.and adjusted by the National Geodetic Survey in June 1991..
 GR0061
 GR0061.The geoid height was determined by GEOID03.
 GR0061
 GR0061.The dynamic height is computed by dividing the NAVD 88
 GR0061.geopotential number by the normal gravity value computed on the
 GR0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0061.degrees latitude (g = 980.6199 gals.).
 GR0061
 GR0061.The modeled gravity was interpolated from observed gravity values.
 GR0061.The observed gravity was obtained from relative gravimeter ties
 GR0061.to the IGSN71 gravity network.
 GR0061
 GR0061;                    North         East    Units  Estimated Accuracy
 GR0061;SPC NV E     - 8,222,670.      306,280.      MT  (+/- 180 meters Scaled)
 GR0061
 GR0061                          SUPERSEDED SURVEY CONTROL
 GR0061
 GR0061  NGVD 29 (??/??/92)  621.559  (m)         2039.23   (f) ADJ UNCH    1 1
 GR0061
 GR0061.Superseded values are not recommended for survey control.
 GR0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0061.See file dsdata.txt to determine how the superseded data were derived.
 GR0061
 GR0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA327704(NAD 83)
 GR0061_MARKER: DB = BENCH MARK DISK
 GR0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0061_STAMPING: C 51 1934
 GR0061_MARK LOGO: CGS   
 GR0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0061+STABILITY: SURFACE MOTION
 GR0061
 GR0061  HISTORY     - Date     Condition        Report By
 GR0061  HISTORY     - 1934     MONUMENTED       CGS
 GR0061  HISTORY     - 1957     GOOD             NGS
 GR0061  HISTORY     - 1979     GOOD             USGS
 GR0061  HISTORY     - 1979     GOOD             USGS
 GR0061  HISTORY     - 1982     GOOD             NGS
 GR0061
 GR0061                          STATION DESCRIPTION
 GR0061
 GR0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0061'19.15 MI SW FROM MESQUITE.
 GR0061'19.15 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0061'OFFICE IN MESQUITE, 9 MILES EAST OF JUNCTION OF U.S. 91 AND STATE
 GR0061'ROUTE 12, 0.1 MILE WEST OF B.M. G 139.  327.2 FEET SOUTH OF CENTERLINE
 GR0061'OF HIGHWAY, 40 FEET NORTH OF ABANDONED HIGHWAY 91, AND 3 FEET SOUTH OF
 GR0061'CONCRETE WITNESS POST.  SET IN TOP OF SQUARE CONCRETE POST PROJECTING
 GR0061'0.4 FOOT.
 GR0061
 GR0061                          STATION RECOVERY (1979)
 GR0061
 GR0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0061'INTERSTATE 15 AND EXIT 100 (CARP, ELGIN) 2.6 MILES NE ALONG ABANDONED
 GR0061'HIGHWAY 91. 40 FEET NORTH OF CENTERLINE OF ROAD. 3 FEET SOUTH OF A
 GR0061'TRIANGULAR CONCRETE WITNESS POST. A STANDARD USC AND GS TABLET
 GR0061'STAMPED C 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GR0061
 GR0061                          STATION RECOVERY (1979)
 GR0061
 GR0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0061'INTERSTATE 15 AND EXIT 100 (CARP, ELGIN) 2.6 MILES NE ALONG ABANDONED
 GR0061'HIGHWAY 91. 40 FEET NORTH OF CENTERLINE OF ROAD. 3 FEET SOUTH OF A
 GR0061'TRIANGULAR CONCRETE WITNESS POST. A STANDARD USC AND GS TABLET
 GR0061'STAMPED C 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GR0061
 GR0061                          STATION RECOVERY (1982)
 GR0061
 GR0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0061'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0061'19.3 KM (12.05 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST
 GR0061'END OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 1.45 KM (0.9 MI)
 GR0061'NORTHEAST OF BM F 160, 0.25 KM (0.15 MI) NORTHEAST OF MILEPOST 103,
 GR0061'99.7 METERS (327 FT) SOUTHEAST OF THE NORTH BOUND CENTERLINE, 12.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0086 ***********************************************************************
 MU0086  DESIGNATION -  C 53
 MU0086  PID         -  MU0086
 MU0086  STATE/COUNTY-  NV/ELKO
 MU0086  USGS QUAD   -  JACKS PEAK (1987)
 MU0086
 MU0086                         *CURRENT SURVEY CONTROL
 MU0086  ___________________________________________________________________
 MU0086* NAD 83(1986)-  41 23 27.     (N)    116 06 08.     (W)     SCALED    
 MU0086* NAVD 88     -      1750.131  (meters)    5741.89   (feet)  ADJUSTED  
 MU0086  ___________________________________________________________________
 MU0086  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 MU0086  DYNAMIC HT  -        1748.705 (meters)    5737.21  (feet)  COMP
 MU0086  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 MU0086
 MU0086  VERT ORDER  -  FIRST     CLASS II
 MU0086
 MU0086.The horizontal coordinates were scaled from a topographic map and have
 MU0086.an estimated accuracy of +/- 6 seconds.
 MU0086
 MU0086.The orthometric height was determined by differential leveling
 MU0086.and adjusted by the National Geodetic Survey in June 1991..
 MU0086
 MU0086.The geoid height was determined by GEOID03.
 MU0086
 MU0086.The dynamic height is computed by dividing the NAVD 88
 MU0086.geopotential number by the normal gravity value computed on the
 MU0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0086.degrees latitude (g = 980.6199 gals.).
 MU0086
 MU0086.The modeled gravity was interpolated from observed gravity values.
 MU0086
 MU0086;                    North         East    Units  Estimated Accuracy
 MU0086;SPC NV E     - 8,737,180.      156,610.      MT  (+/- 180 meters Scaled)
 MU0086
 MU0086                          SUPERSEDED SURVEY CONTROL
 MU0086
 MU0086  NGVD 29 (??/??/92) 1748.942  (m)         5737.99   (f) ADJ UNCH    1 2
 MU0086
 MU0086.Superseded values are not recommended for survey control.
 MU0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0086.See file dsdata.txt to determine how the superseded data were derived.
 MU0086
 MU0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF750825(NAD 83)
 MU0086_MARKER: DB = BENCH MARK DISK
 MU0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0086_STAMPING: C 53 1934
 MU0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0086+STABILITY: SURFACE MOTION
 MU0086
 MU0086  HISTORY     - Date     Condition        Report By
 MU0086  HISTORY     - 1934     MONUMENTED       CGS
 MU0086  HISTORY     - 1956     GOOD             NGS
 MU0086
 MU0086                          STATION DESCRIPTION
 MU0086
 MU0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MU0086'7.4 MI S FROM JACK CREEK INN.
 MU0086'THE MARK IS LOCATED 7.9 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE
 MU0086'TAYLOR CANYON JUNCTION STORE, ABOUT 150 FEET NORTH OF A
 MU0086'CORRUGATED-IRON PIPE CULVERT, 158 FEET SOUTH OF A CULVERT WITH
 MU0086'CONCRETE HEAD WALLS, 42 FEET EAST OF AND ABOUT 2 FEET HIGHER THAN THE
 MU0086'CENTER LINE OF THE HIGHWAY, 10 FEET EAST OF A FENCE LINE, AND AT A
 MU0086'LONG LOW FILL BETWEEN TWO FENCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0031 ***********************************************************************
 MU0031  DESIGNATION -  C 54
 MU0031  PID         -  MU0031
 MU0031  STATE/COUNTY-  NV/ELKO
 MU0031  USGS QUAD   -  THE POINT (1971)
 MU0031
 MU0031                         *CURRENT SURVEY CONTROL
 MU0031  ___________________________________________________________________
 MU0031* NAD 83(1986)-  41 56 14.     (N)    116 08 30.     (W)     SCALED    
 MU0031* NAVD 88     -      1639.410  (meters)    5378.63   (feet)  ADJUSTED  
 MU0031  ___________________________________________________________________
 MU0031  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 MU0031  DYNAMIC HT  -        1638.217 (meters)    5374.72  (feet)  COMP
 MU0031  MODELED GRAV-     979,836.6   (mgal)                       NAVD 88
 MU0031
 MU0031  VERT ORDER  -  FIRST     CLASS II
 MU0031
 MU0031.The horizontal coordinates were scaled from a topographic map and have
 MU0031.an estimated accuracy of +/- 6 seconds.
 MU0031
 MU0031.The orthometric height was determined by differential leveling
 MU0031.and adjusted by the National Geodetic Survey in June 1991..
 MU0031
 MU0031.The geoid height was determined by GEOID03.
 MU0031
 MU0031.The dynamic height is computed by dividing the NAVD 88
 MU0031.geopotential number by the normal gravity value computed on the
 MU0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0031.degrees latitude (g = 980.6199 gals.).
 MU0031
 MU0031.The modeled gravity was interpolated from observed gravity values.
 MU0031
 MU0031;                    North         East    Units  Estimated Accuracy
 MU0031;SPC NV E     - 8,797,880.      153,700.      MT  (+/- 180 meters Scaled)
 MU0031
 MU0031                          SUPERSEDED SURVEY CONTROL
 MU0031
 MU0031  NGVD 29 (??/??/92) 1638.237  (m)         5374.78   (f) ADJ UNCH    1 2
 MU0031
 MU0031.Superseded values are not recommended for survey control.
 MU0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0031.See file dsdata.txt to determine how the superseded data were derived.
 MU0031
 MU0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG711431(NAD 83)
 MU0031_MARKER: DB = BENCH MARK DISK
 MU0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0031_STAMPING: C-54 1934
 MU0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0031+STABILITY: SURFACE MOTION
 MU0031
 MU0031  HISTORY     - Date     Condition        Report By
 MU0031  HISTORY     - 1934     MONUMENTED       CGS
 MU0031  HISTORY     - 1970     MARK NOT FOUND   USGS
 MU0031
 MU0031                          STATION DESCRIPTION
 MU0031
 MU0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0031'3.0 MI S FROM OWYHEE.
 MU0031'3.0 MILES SOUTH OF POST OFFICE AT OWYHEE ALONG STATE HIGHWAY NO. 11.
 MU0031'0.3 MILES EAST OF NORTHWEST FENCE CORNER ON SOUTH SIDE OF HIGHWAY. 504
 MU0031'FEET WEST OF LARGE CORRUGATED PIPE HIGHWAY CULVERT AND DIVISION FENCE.
 MU0031'291 FEET EAST OF POINT WHERE IRRIGATION DITCH PASSES UNDER HIGHWAY.
 MU0031'37 FEET WEST OF CENTERLINE OF ROAD LEADING TO SMALL HOUSE ON SOUTH
 MU0031'SIDE OF HIGHWAY.  33 FEET WEST OF CENTERLINE OF GATEWAY.  33 FEET
 MU0031'NORTH OF CENTERLINE OF STATE HIGHWAY NO. 11.  1 FOOT SOUTH OF FENCE.
 MU0031'PRECAST CONCRETE POST.
 MU0031
 MU0031                          STATION RECOVERY (1970)
 MU0031
 MU0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MU0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0068 ***********************************************************************
 HP0068  DESIGNATION -  C 57
 HP0068  PID         -  HP0068
 HP0068  STATE/COUNTY-  NV/LINCOLN
 HP0068  USGS QUAD   -  CALIENTE (1980)
 HP0068
 HP0068                         *CURRENT SURVEY CONTROL
 HP0068  ___________________________________________________________________
 HP0068* NAD 83(1986)-  37 37 22.     (N)    114 33 39.     (W)     SCALED    
 HP0068* NAVD 88     -      1434.459  (meters)    4706.22   (feet)  ADJUSTED  
 HP0068  ___________________________________________________________________
 HP0068  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 HP0068  DYNAMIC HT  -        1432.875 (meters)    4701.02  (feet)  COMP
 HP0068  MODELED GRAV-     979,475.8   (mgal)                       NAVD 88
 HP0068
 HP0068  VERT ORDER  -  FIRST     CLASS II
 HP0068
 HP0068.The horizontal coordinates were scaled from a topographic map and have
 HP0068.an estimated accuracy of +/- 6 seconds.
 HP0068
 HP0068.The orthometric height was determined by differential leveling
 HP0068.and adjusted by the National Geodetic Survey in June 1991..
 HP0068
 HP0068.The geoid height was determined by GEOID03.
 HP0068
 HP0068.The dynamic height is computed by dividing the NAVD 88
 HP0068.geopotential number by the normal gravity value computed on the
 HP0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0068.degrees latitude (g = 980.6199 gals.).
 HP0068
 HP0068.The modeled gravity was interpolated from observed gravity values.
 HP0068
 HP0068;                    North         East    Units  Estimated Accuracy
 HP0068;SPC NV E     - 8,319,230.      290,260.      MT  (+/- 180 meters Scaled)
 HP0068
 HP0068                          SUPERSEDED SURVEY CONTROL
 HP0068
 HP0068  NGVD 29 (??/??/92) 1433.425  (m)         4702.83   (f) ADJ UNCH    1 2
 HP0068
 HP0068.Superseded values are not recommended for survey control.
 HP0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0068.See file dsdata.txt to determine how the superseded data were derived.
 HP0068
 HP0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB152667(NAD 83)
 HP0068_MARKER: DB = BENCH MARK DISK
 HP0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0068_STAMPING: C 57 1934
 HP0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0068+STABILITY: SURFACE MOTION
 HP0068
 HP0068  HISTORY     - Date     Condition        Report By
 HP0068  HISTORY     - 1934     MONUMENTED       CGS
 HP0068  HISTORY     - 1970     MARK NOT FOUND   USGS
 HP0068
 HP0068                          STATION DESCRIPTION
 HP0068
 HP0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0068'3.3 MI W FROM CALIENTE.
 HP0068'3.3 MILES WEST ALONG U. S. HIGHWAY 93 FROM THE PUBLIC SCHOOL AT
 HP0068'CALIENTE, LINCOLN COUNTY, 28 FEET SOUTH OF THE CENTERLINE OF THE
 HP0068'HIGHWAY, AND 20 FEET NORTH OF THE NORTH SIDE OF A DITCH.  A STANDARD
 HP0068'DISK, STAMPED C 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HP0068
 HP0068                          STATION RECOVERY (1970)
 HP0068
 HP0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HP0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0114 ***********************************************************************
 HP0114  DESIGNATION -  C 58
 HP0114  PID         -  HP0114
 HP0114  STATE/COUNTY-  NV/LINCOLN
 HP0114  USGS QUAD   -  MOUNT IRISH SE (1985)
 HP0114
 HP0114                         *CURRENT SURVEY CONTROL
 HP0114  ___________________________________________________________________
 HP0114* NAD 83(1986)-  37 30 55.     (N)    115 17 21.     (W)     SCALED    
 HP0114* NAVD 88     -      1328.849  (meters)    4359.73   (feet)  ADJUSTED  
 HP0114  ___________________________________________________________________
 HP0114  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 HP0114  DYNAMIC HT  -        1327.421 (meters)    4355.05  (feet)  COMP
 HP0114  MODELED GRAV-     979,509.6   (mgal)                       NAVD 88
 HP0114
 HP0114  VERT ORDER  -  FIRST     CLASS II
 HP0114
 HP0114.The horizontal coordinates were scaled from a topographic map and have
 HP0114.an estimated accuracy of +/- 6 seconds.
 HP0114
 HP0114.The orthometric height was determined by differential leveling
 HP0114.and adjusted by the National Geodetic Survey in June 1991..
 HP0114
 HP0114.The geoid height was determined by GEOID03.
 HP0114
 HP0114.The dynamic height is computed by dividing the NAVD 88
 HP0114.geopotential number by the normal gravity value computed on the
 HP0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0114.degrees latitude (g = 980.6199 gals.).
 HP0114
 HP0114.The modeled gravity was interpolated from observed gravity values.
 HP0114
 HP0114;                    North         East    Units  Estimated Accuracy
 HP0114;SPC NV E     - 8,306,850.      226,000.      MT  (+/- 180 meters Scaled)
 HP0114
 HP0114                          SUPERSEDED SURVEY CONTROL
 HP0114
 HP0114  NGVD 29 (??/??/92) 1327.895  (m)         4356.60   (f) ADJ UNCH    1 2
 HP0114
 HP0114.Superseded values are not recommended for survey control.
 HP0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0114.See file dsdata.txt to determine how the superseded data were derived.
 HP0114
 HP0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB511534(NAD 83)
 HP0114_MARKER: DB = BENCH MARK DISK
 HP0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0114_STAMPING: C 58 1934
 HP0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0114+STABILITY: SURFACE MOTION
 HP0114
 HP0114  HISTORY     - Date     Condition        Report By
 HP0114  HISTORY     - 1934     MONUMENTED       CGS
 HP0114  HISTORY     - 1980     GOOD             USGS
 HP0114
 HP0114                          STATION DESCRIPTION
 HP0114
 HP0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0114'3.7 MI SW FROM CRYSTAL SPRINGS.
 HP0114'3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM CRYSTAL SPRINGS,
 HP0114'LINCOLN COUNTY, AND 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A
 HP0114'STANDARD DISK, STAMPED C 58 1934 AND SET IN THE TOP OF A CONCRETE
 HP0114'POST.
 HP0114
 HP0114                          STATION RECOVERY (1980)
 HP0114
 HP0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HP0114'3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM CRYSTAL SPRINGS, 1.7
 HP0114'MILES WEST ALONG STATE HIGHWAY 375 FROM CRYSTAL SPRINGS, LINCOLN
 HP0114'COUNTY, TO TRACK ROAD NORTHWEST, THENCE 0.3 MI. TO ROAD JCT. OF TRACK
 HP0114'ROAD AND OLD HIGHWAY, THENCE 2.0 MILES SOUTHWEST ALONG OLD HIGHWAY
 HP0114'AND 40 FEET NORTHEAST OF THE CENTER LINE OF OLD ROAD. A STANDARD DISK
 HP0114'STAMPED 'C 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0254 ***********************************************************************
 HP0254  DESIGNATION -  C 59
 HP0254  PID         -  HP0254
 HP0254  STATE/COUNTY-  NV/NYE
 HP0254  USGS QUAD   -  WHITE BLOTCH SPRINGS NE (1987)
 HP0254
 HP0254                         *CURRENT SURVEY CONTROL
 HP0254  ___________________________________________________________________
 HP0254* NAD 83(1986)-  37 42 11.     (N)    115 51 43.     (W)     SCALED    
 HP0254* NAVD 88     -      1517.490  (meters)    4978.63   (feet)  ADJUSTED  
 HP0254  ___________________________________________________________________
 HP0254  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 HP0254  DYNAMIC HT  -        1515.810 (meters)    4973.12  (feet)  COMP
 HP0254  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 HP0254
 HP0254  VERT ORDER  -  FIRST     CLASS II
 HP0254
 HP0254.The horizontal coordinates were scaled from a topographic map and have
 HP0254.an estimated accuracy of +/- 6 seconds.
 HP0254
 HP0254.The orthometric height was determined by differential leveling
 HP0254.and adjusted by the National Geodetic Survey in June 1991..
 HP0254
 HP0254.The geoid height was determined by GEOID03.
 HP0254
 HP0254.The dynamic height is computed by dividing the NAVD 88
 HP0254.geopotential number by the normal gravity value computed on the
 HP0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0254.degrees latitude (g = 980.6199 gals.).
 HP0254
 HP0254.The modeled gravity was interpolated from observed gravity values.
 HP0254
 HP0254;                    North         East    Units  Estimated Accuracy
 HP0254;SPC NV C     - 6,327,950.      570,960.      MT  (+/- 180 meters Scaled)
 HP0254
 HP0254                          SUPERSEDED SURVEY CONTROL
 HP0254
 HP0254  NGVD 29 (??/??/92) 1516.447  (m)         4975.21   (f) ADJ UNCH    1 2
 HP0254
 HP0254.Superseded values are not recommended for survey control.
 HP0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0254.See file dsdata.txt to determine how the superseded data were derived.
 HP0254
 HP0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB003734(NAD 83)
 HP0254_MARKER: DB = BENCH MARK DISK
 HP0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0254_STAMPING: C 59 1934
 HP0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0254+STABILITY: SURFACE MOTION
 HP0254
 HP0254  HISTORY     - Date     Condition        Report By
 HP0254  HISTORY     - 1934     MONUMENTED       CGS
 HP0254
 HP0254                          STATION DESCRIPTION
 HP0254
 HP0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0254'47.2 MI W FROM CRYSTAL SPRINGS.
 HP0254'IN NYE COUNTY, 47.2 MILES WEST ALONG STATE HIGHWAY 25 FROM CRYSTAL
 HP0254'SPRINGS, LINCOLN COUNTY, 16.3 MILES EAST OF REEDS RANCH, AND 55 FEET
 HP0254'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 59
 HP0254'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0012 ***********************************************************************
 LR0012  DESIGNATION -  C 6
 LR0012  PID         -  LR0012
 LR0012  STATE/COUNTY-  NV/EUREKA
 LR0012  USGS QUAD   -  BEOWAWE (1986)
 LR0012
 LR0012                         *CURRENT SURVEY CONTROL
 LR0012  ___________________________________________________________________
 LR0012* NAD 83(1986)-  40 35 30.     (N)    116 28 35.     (W)     SCALED    
 LR0012* NAVD 88     -      1431.800  (meters)    4697.50   (feet)  POSTED    
 LR0012  ___________________________________________________________________
 LR0012  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 LR0012  DYNAMIC HT  -        1430.640 (meters)    4693.69  (feet)  COMP
 LR0012  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 LR0012
 LR0012  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LR0012
 LR0012.The horizontal coordinates were scaled from a topographic map and have
 LR0012.an estimated accuracy of +/- 6 seconds.
 LR0012
 LR0012.The orthometric height was determined by differential leveling
 LR0012.and adjusted by the National Geodetic Survey in 1992..
 LR0012.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LR0012.rate of 2.1 thru 3.0 mm/km.
 LR0012
 LR0012.The geoid height was determined by GEOID03.
 LR0012
 LR0012.The dynamic height is computed by dividing the NAVD 88
 LR0012.geopotential number by the normal gravity value computed on the
 LR0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0012.degrees latitude (g = 980.6199 gals.).
 LR0012
 LR0012.The modeled gravity was interpolated from observed gravity values.
 LR0012
 LR0012;                    North         East    Units  Estimated Accuracy
 LR0012;SPC NV E     - 8,648,690.      124,410.      MT  (+/- 180 meters Scaled)
 LR0012
 LR0012                          SUPERSEDED SURVEY CONTROL
 LR0012
 LR0012  NGVD 29 (??/??/92) 1430.729  (m)         4693.98   (f) ADJ UNCH    1 2
 LR0012
 LR0012.Superseded values are not recommended for survey control.
 LR0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0012.See file dsdata.txt to determine how the superseded data were derived.
 LR0012
 LR0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE443935(NAD 83)
 LR0012_MARKER: Z = SEE DESCRIPTION
 LR0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0012+STABILITY: SURFACE MOTION
 LR0012
 LR0012  HISTORY     - Date     Condition        Report By
 LR0012  HISTORY     - UNK      MONUMENTED       CGS
 LR0012  HISTORY     - 1953     MARK NOT FOUND   NGS
 LR0012
 LR0012                          STATION DESCRIPTION
 LR0012
 LR0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0012'IN BEOWAWE.
 LR0012'BEOWAWE, 25 METERS WEST OF WEST END OF SOUTHERN PACIFIC R.R. STATION,
 LR0012'26 METERS SOUTH OF WESTERN PACIFIC RY. TRACK, 19.8 METERS NORTH OF
 LR0012'SOUTHERN PACIFIC R.R. TRACK, IN TOP OF STONE POST.  BOTTOM OF SQUARE
 LR0012'HOLE.  NOTE-- THE FORMER SITE OF THE RAILROAD STATION COULD NOT BE
 LR0012'LOCATED PRECISELY.  IT APPEARS THAT SOME GRADING AND FILLING HAS BEEN
 LR0012'DONE BETWEEN THE TRACKS AT THE APPROXIMATE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0039 ***********************************************************************
 JQ0039  DESIGNATION -  C 60
 JQ0039  PID         -  JQ0039
 JQ0039  STATE/COUNTY-  NV/NYE
 JQ0039  USGS QUAD   -  WARM SPRINGS SE (1968)
 JQ0039
 JQ0039                         *CURRENT SURVEY CONTROL
 JQ0039  ___________________________________________________________________
 JQ0039* NAD 83(1986)-  38 05 56.     (N)    116 20 56.     (W)     SCALED    
 JQ0039* NAVD 88     -      1717.066  (meters)    5633.41   (feet)  ADJUSTED  
 JQ0039  ___________________________________________________________________
 JQ0039  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 JQ0039  DYNAMIC HT  -        1715.138 (meters)    5627.08  (feet)  COMP
 JQ0039  MODELED GRAV-     979,445.6   (mgal)                       NAVD 88
 JQ0039
 JQ0039  VERT ORDER  -  FIRST     CLASS II
 JQ0039
 JQ0039.The horizontal coordinates were scaled from a topographic map and have
 JQ0039.an estimated accuracy of +/- 6 seconds.
 JQ0039
 JQ0039.The orthometric height was determined by differential leveling
 JQ0039.and adjusted by the National Geodetic Survey in June 1991..
 JQ0039
 JQ0039.The geoid height was determined by GEOID03.
 JQ0039
 JQ0039.The dynamic height is computed by dividing the NAVD 88
 JQ0039.geopotential number by the normal gravity value computed on the
 JQ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0039.degrees latitude (g = 980.6199 gals.).
 JQ0039
 JQ0039.The modeled gravity was interpolated from observed gravity values.
 JQ0039
 JQ0039;                    North         East    Units  Estimated Accuracy
 JQ0039;SPC NV C     - 6,371,630.      527,870.      MT  (+/- 180 meters Scaled)
 JQ0039
 JQ0039                          SUPERSEDED SURVEY CONTROL
 JQ0039
 JQ0039  NGVD 29 (??/??/92) 1715.932  (m)         5629.69   (f) ADJ UNCH    1 2
 JQ0039
 JQ0039.Superseded values are not recommended for survey control.
 JQ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0039.See file dsdata.txt to determine how the superseded data were derived.
 JQ0039
 JQ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC570169(NAD 83)
 JQ0039_MARKER: DB = BENCH MARK DISK
 JQ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0039_STAMPING: C 60 1934
 JQ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0039+STABILITY: SURFACE MOTION
 JQ0039
 JQ0039  HISTORY     - Date     Condition        Report By
 JQ0039  HISTORY     - 1934     MONUMENTED       CGS
 JQ0039
 JQ0039                          STATION DESCRIPTION
 JQ0039
 JQ0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0039'7.8 MI SE FROM WARM SPRINGS.
 JQ0039'7.8 MILES SOUTHEAST ALONG THE OLD MILL ROAD FROM WARM SPRINGS, NYE
 JQ0039'COUNTY, 269.3 FEET EAST OF THE CENTER OF A RIGHT-ANGLE TURN, AND 43.5
 JQ0039'FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C
 JQ0039'60 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0003 ***********************************************************************
 KP0003  DESIGNATION -  C 61
 KP0003  PID         -  KP0003
 KP0003  STATE/COUNTY-  NV/WHITE PINE
 KP0003  USGS QUAD   -  GEORGETTA RANCH (1981)
 KP0003
 KP0003                         *CURRENT SURVEY CONTROL
 KP0003  ___________________________________________________________________
 KP0003* NAD 83(1986)-  39 56 54.     (N)    114 06 41.     (W)     SCALED    
 KP0003* NAVD 88     -      1750.393  (meters)    5742.75   (feet)  ADJUSTED  
 KP0003  ___________________________________________________________________
 KP0003  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 KP0003  DYNAMIC HT  -        1748.739 (meters)    5737.32  (feet)  COMP
 KP0003  MODELED GRAV-     979,619.3   (mgal)                       NAVD 88
 KP0003
 KP0003  VERT ORDER  -  FIRST     CLASS II
 KP0003
 KP0003.The horizontal coordinates were scaled from a topographic map and have
 KP0003.an estimated accuracy of +/- 6 seconds.
 KP0003
 KP0003.The orthometric height was determined by differential leveling
 KP0003.and adjusted by the National Geodetic Survey in June 1991..
 KP0003
 KP0003.The geoid height was determined by GEOID03.
 KP0003
 KP0003.The dynamic height is computed by dividing the NAVD 88
 KP0003.geopotential number by the normal gravity value computed on the
 KP0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0003.degrees latitude (g = 980.6199 gals.).
 KP0003
 KP0003.The modeled gravity was interpolated from observed gravity values.
 KP0003
 KP0003;                    North         East    Units  Estimated Accuracy
 KP0003;SPC NV E     - 8,577,910.      325,780.      MT  (+/- 180 meters Scaled)
 KP0003
 KP0003                          SUPERSEDED SURVEY CONTROL
 KP0003
 KP0003  NGVD 29 (??/??/92) 1749.237  (m)         5738.96   (f) ADJ UNCH    1 2
 KP0003
 KP0003.Superseded values are not recommended for survey control.
 KP0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0003.See file dsdata.txt to determine how the superseded data were derived.
 KP0003
 KP0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQE467260(NAD 83)
 KP0003_MARKER: DB = BENCH MARK DISK
 KP0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0003_STAMPING: C 61 1934
 KP0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0003+STABILITY: SURFACE MOTION
 KP0003
 KP0003  HISTORY     - Date     Condition        Report By
 KP0003  HISTORY     - 1934     MONUMENTED       CGS
 KP0003
 KP0003                          STATION DESCRIPTION
 KP0003
 KP0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0003'15.4 MI E FROM TIPPETT.
 KP0003'ABOUT 15.4 MILES EAST ALONG STATE HIGHWAY 2 FROM TIPPETT, WHITE PINE
 KP0003'COUNTY, ON TOP OF A SMALL RIDGE, AND 36 FEET WEST OF THE CENTER LINE
 KP0003'OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 61 1934 AND SET IN THE TOP
 KP0003'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0127 ***********************************************************************
 KP0127  DESIGNATION -  C 62
 KP0127  PID         -  KP0127
 KP0127  STATE/COUNTY-  NV/WHITE PINE
 KP0127  USGS QUAD   -  SCHELLBOURNE (1982)
 KP0127
 KP0127                         *CURRENT SURVEY CONTROL
 KP0127  ___________________________________________________________________
 KP0127* NAD 83(1986)-  39 47 29.     (N)    114 42 17.     (W)     SCALED    
 KP0127* NAVD 88     -      1951.368  (meters)    6402.11   (feet)  ADJUSTED  
 KP0127  ___________________________________________________________________
 KP0127  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 KP0127  DYNAMIC HT  -        1949.385 (meters)    6395.61  (feet)  COMP
 KP0127  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 KP0127
 KP0127  VERT ORDER  -  FIRST     CLASS II
 KP0127
 KP0127.The horizontal coordinates were scaled from a topographic map and have
 KP0127.an estimated accuracy of +/- 6 seconds.
 KP0127
 KP0127.The orthometric height was determined by differential leveling
 KP0127.and adjusted by the National Geodetic Survey in June 1991..
 KP0127
 KP0127.The geoid height was determined by GEOID03.
 KP0127
 KP0127.The dynamic height is computed by dividing the NAVD 88
 KP0127.geopotential number by the normal gravity value computed on the
 KP0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0127.degrees latitude (g = 980.6199 gals.).
 KP0127
 KP0127.The modeled gravity was interpolated from observed gravity values.
 KP0127
 KP0127;                    North         East    Units  Estimated Accuracy
 KP0127;SPC NV E     - 8,559,820.      275,250.      MT  (+/- 180 meters Scaled)
 KP0127
 KP0127                          SUPERSEDED SURVEY CONTROL
 KP0127
 KP0127  NGVD 29 (??/??/92) 1950.138  (m)         6398.08   (f) ADJ UNCH    1 2
 KP0127
 KP0127.Superseded values are not recommended for survey control.
 KP0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0127.See file dsdata.txt to determine how the superseded data were derived.
 KP0127
 KP0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE965071(NAD 83)
 KP0127_MARKER: DB = BENCH MARK DISK
 KP0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0127_STAMPING: C 62 1934
 KP0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0127+STABILITY: SURFACE MOTION
 KP0127
 KP0127  HISTORY     - Date     Condition        Report By
 KP0127  HISTORY     - 1934     MONUMENTED       CGS
 KP0127
 KP0127                          STATION DESCRIPTION
 KP0127
 KP0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0127'5.0 MI S FROM CHERRY CREEK.
 KP0127'ABOUT 5 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM CHERRY
 KP0127'CREEK, WHITE PINE COUNTY, THENCE ABOUT 6.9 MILES EAST ALONG STATE
 KP0127'HIGHWAY 2, ABOUT 1/4 MILE NORTHWEST OF A SCHOOLHOUSE, ABOUT 300 YARDS
 KP0127'NORTHEAST OF A RANCH HOUSE, 12 FEET WEST OF THE CENTER LINE OF THE
 KP0127'HIGHWAY, AND 2 FEET EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 KP0127'C 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0036 ***********************************************************************
 JP0036  DESIGNATION -  C 64
 JP0036  PID         -  JP0036
 JP0036  STATE/COUNTY-  NV/WHITE PINE
 JP0036  USGS QUAD   -  LAKE VALLEY SUMMIT (1978)
 JP0036
 JP0036                         *CURRENT SURVEY CONTROL
 JP0036  ___________________________________________________________________
 JP0036* NAD 83(1986)-  38 46 31.     (N)    114 34 04.     (W)     SCALED    
 JP0036* NAVD 88     -      1846.069  (meters)    6056.64   (feet)  ADJUSTED  
 JP0036  ___________________________________________________________________
 JP0036  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 JP0036  DYNAMIC HT  -        1844.057 (meters)    6050.04  (feet)  COMP
 JP0036  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 JP0036
 JP0036  VERT ORDER  -  SECOND    CLASS 0
 JP0036
 JP0036.The horizontal coordinates were scaled from a topographic map and have
 JP0036.an estimated accuracy of +/- 6 seconds.
 JP0036
 JP0036.The orthometric height was determined by differential leveling
 JP0036.and adjusted by the National Geodetic Survey in June 1991..
 JP0036
 JP0036.The geoid height was determined by GEOID03.
 JP0036
 JP0036.The dynamic height is computed by dividing the NAVD 88
 JP0036.geopotential number by the normal gravity value computed on the
 JP0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0036.degrees latitude (g = 980.6199 gals.).
 JP0036
 JP0036.The modeled gravity was interpolated from observed gravity values.
 JP0036
 JP0036;                    North         East    Units  Estimated Accuracy
 JP0036;SPC NV E     - 8,447,140.      288,240.      MT  (+/- 180 meters Scaled)
 JP0036
 JP0036                          SUPERSEDED SURVEY CONTROL
 JP0036
 JP0036  NGVD 29 (??/??/92) 1844.824  (m)         6052.56   (f) ADJ UNCH    2 0
 JP0036
 JP0036.Superseded values are not recommended for survey control.
 JP0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0036.See file dsdata.txt to determine how the superseded data were derived.
 JP0036
 JP0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC112946(NAD 83)
 JP0036_MARKER: DB = BENCH MARK DISK
 JP0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0036_STAMPING: C 64 1934
 JP0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0036+STABILITY: SURFACE MOTION
 JP0036
 JP0036  HISTORY     - Date     Condition        Report By
 JP0036  HISTORY     - 1934     MONUMENTED       CGS
 JP0036  HISTORY     - 1973     GOOD             USGS
 JP0036
 JP0036                          STATION DESCRIPTION
 JP0036
 JP0036'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0036'19.5 MI S FROM MAJORS PLACE.
 JP0036'JUNCTION US HIGHWAYS 6 AND 93 AT MAJORS PLACE, 19.5 MILES SOUTH FROM.
 JP0036'0.1 MILE NORTH OF THE INTERSECTION OF A GRADED T ROAD EAST TO ATLANTA,
 JP0036'295 FEET SOUTH OF A CULVERT, 55 FEET EAST OF THE CENTERLINE OF THE
 JP0036'HIGHWAY AND 4.0 FEET LOWER THAN THE HIGHWAY, A STANDARD DISK SET IN
 JP0036'THE TOP OF A CONCRETE POST, STAMPED C 64 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0159 ***********************************************************************
 MV0159  DESIGNATION -  C 65
 MV0159  PID         -  MV0159
 MV0159  STATE/COUNTY-  NV/WASHOE
 MV0159  USGS QUAD   -  PEGLEG CANYON (1980)
 MV0159
 MV0159                         *CURRENT SURVEY CONTROL
 MV0159  ___________________________________________________________________
 MV0159* NAD 83(1986)-  41 07 59.     (N)    119 56 50.     (W)     SCALED    
 MV0159* NAVD 88     -      1414.828  (meters)    4641.81   (feet)  ADJUSTED  
 MV0159  ___________________________________________________________________
 MV0159  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 MV0159  DYNAMIC HT  -        1413.762 (meters)    4638.32  (feet)  COMP
 MV0159  MODELED GRAV-     979,821.1   (mgal)                       NAVD 88
 MV0159
 MV0159  VERT ORDER  -  SECOND    CLASS 0
 MV0159
 MV0159.The horizontal coordinates were scaled from a topographic map and have
 MV0159.an estimated accuracy of +/- 6 seconds.
 MV0159
 MV0159.The orthometric height was determined by differential leveling
 MV0159.and adjusted by the National Geodetic Survey in June 1991..
 MV0159
 MV0159.The geoid height was determined by GEOID03.
 MV0159
 MV0159.The dynamic height is computed by dividing the NAVD 88
 MV0159.geopotential number by the normal gravity value computed on the
 MV0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0159.degrees latitude (g = 980.6199 gals.).
 MV0159
 MV0159.The modeled gravity was interpolated from observed gravity values.
 MV0159
 MV0159;                    North         East    Units  Estimated Accuracy
 MV0159;SPC NV W     - 4,709,320.      685,490.      MT  (+/- 180 meters Scaled)
 MV0159
 MV0159                          SUPERSEDED SURVEY CONTROL
 MV0159
 MV0159  NGVD 29 (??/??/92) 1413.767  (m)         4638.33   (f) ADJ UNCH    2 0
 MV0159
 MV0159.Superseded values are not recommended for survey control.
 MV0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0159.See file dsdata.txt to determine how the superseded data were derived.
 MV0159
 MV0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF526577(NAD 83)
 MV0159_MARKER: DB = BENCH MARK DISK
 MV0159_SETTING: 80 = SET IN A BOULDER
 MV0159_SP_SET: BOULDER
 MV0159_STAMPING: C 65 1934
 MV0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0159+STABILITY: SURFACE MOTION
 MV0159
 MV0159  HISTORY     - Date     Condition        Report By
 MV0159  HISTORY     - 1934     MONUMENTED       CGS
 MV0159
 MV0159                          STATION DESCRIPTION
 MV0159
 MV0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0159'18.0 MI SE FROM EAGLEVILLE, CA.
 MV0159'IN WASHOE COUNTY, NEVADA, 18.0 MILES SOUTHEAST ALONG THE GERLACH ROAD
 MV0159'FROM THE GRAMMAR SCHOOL AT EAGLEVILLE, MODOC COUNTY, CALIFORNIA, 0.8
 MV0159'MILE NORTHWEST OF THE EAST END OF A CANYON, 0.1 MILE EAST OF A DIP IN
 MV0159'THE ROAD, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A
 MV0159'3-FOOT BOULDER, AND ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD DISK,
 MV0159'STAMPED C 65 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0183 ***********************************************************************
 MV0183  DESIGNATION -  C 66
 MV0183  PID         -  MV0183
 MV0183  STATE/COUNTY-  NV/WASHOE
 MV0183  USGS QUAD   -  MASSACRE CREEK (1980)
 MV0183
 MV0183                         *CURRENT SURVEY CONTROL
 MV0183  ___________________________________________________________________
 MV0183* NAD 83(1986)-  41 32 53.     (N)    119 33 29.     (W)     SCALED    
 MV0183* NAVD 88     -      1841.409  (meters)    6041.36   (feet)  ADJUSTED  
 MV0183  ___________________________________________________________________
 MV0183  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 MV0183  DYNAMIC HT  -        1839.970 (meters)    6036.63  (feet)  COMP
 MV0183  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 MV0183
 MV0183  VERT ORDER  -  SECOND    CLASS 0
 MV0183
 MV0183.The horizontal coordinates were scaled from a topographic map and have
 MV0183.an estimated accuracy of +/- 6 seconds.
 MV0183
 MV0183.The orthometric height was determined by differential leveling
 MV0183.and adjusted by the National Geodetic Survey in June 1991..
 MV0183
 MV0183.The geoid height was determined by GEOID03.
 MV0183
 MV0183.The dynamic height is computed by dividing the NAVD 88
 MV0183.geopotential number by the normal gravity value computed on the
 MV0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0183.degrees latitude (g = 980.6199 gals.).
 MV0183
 MV0183.The modeled gravity was interpolated from observed gravity values.
 MV0183
 MV0183;                    North         East    Units  Estimated Accuracy
 MV0183;SPC NV W     - 4,754,970.      718,680.      MT  (+/- 180 meters Scaled)
 MV0183
 MV0183                          SUPERSEDED SURVEY CONTROL
 MV0183
 MV0183  NGVD 29 (??/??/92) 1840.178  (m)         6037.32   (f) ADJ UNCH    2 0
 MV0183
 MV0183.Superseded values are not recommended for survey control.
 MV0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0183.See file dsdata.txt to determine how the superseded data were derived.
 MV0183
 MV0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG866027(NAD 83)
 MV0183_MARKER: DB = BENCH MARK DISK
 MV0183_SETTING: 66 = SET IN ROCK OUTCROP
 MV0183_SP_SET: OUTCROP
 MV0183_STAMPING: C 66 1934
 MV0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0183+STABILITY: POSITION/ELEVATION WELL
 MV0183
 MV0183  HISTORY     - Date     Condition        Report By
 MV0183  HISTORY     - 1934     MONUMENTED       CGS
 MV0183  HISTORY     - 1937     GOOD             NGS
 MV0183
 MV0183                          STATION DESCRIPTION
 MV0183
 MV0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0183'5.7 MI SE FROM VYA.
 MV0183'5.7 MILES SOUTHEAST ALONG THE HIGH ROCK LAKE ROAD FROM THE JUNCTION OF
 MV0183'STATE HIGHWAY 8 A ABOUT 11.1 MILES EAST OF VYA, WASHOE COUNTY, NEAR
 MV0183'THE BOTTOM OF A GULCH, 21 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 MV0183'IN A FLAT ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND ON THE SOUTH
 MV0183'SIDE AND 1 FOOT ABOVE THE GROUND ON THE NORTH SIDE. A STANDARD DISK,
 MV0183'STAMPED C 66 1934.
 MV0183
 MV0183                          STATION RECOVERY (1937)
 MV0183
 MV0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 MV0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0095 ***********************************************************************
 MV0095  DESIGNATION -  C 67
 MV0095  PID         -  MV0095
 MV0095  STATE/COUNTY-  NV/HUMBOLDT
 MV0095  USGS QUAD   -  BIG SPRING BUTTE (1990)
 MV0095
 MV0095                         *CURRENT SURVEY CONTROL
 MV0095  ___________________________________________________________________
 MV0095* NAD 83(1986)-  41 53 15.     (N)    119 08 13.     (W)     SCALED    
 MV0095* NAVD 88     -      1682.016  (meters)    5518.41   (feet)  ADJUSTED  
 MV0095  ___________________________________________________________________
 MV0095  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 MV0095  DYNAMIC HT  -        1680.760 (meters)    5514.29  (feet)  COMP
 MV0095  MODELED GRAV-     979,816.3   (mgal)                       NAVD 88
 MV0095
 MV0095  VERT ORDER  -  FIRST     CLASS II
 MV0095
 MV0095.The horizontal coordinates were scaled from a topographic map and have
 MV0095.an estimated accuracy of +/- 6 seconds.
 MV0095
 MV0095.The orthometric height was determined by differential leveling
 MV0095.and adjusted by the National Geodetic Survey in June 1991..
 MV0095
 MV0095.The geoid height was determined by GEOID03.
 MV0095
 MV0095.The dynamic height is computed by dividing the NAVD 88
 MV0095.geopotential number by the normal gravity value computed on the
 MV0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0095.degrees latitude (g = 980.6199 gals.).
 MV0095
 MV0095.The modeled gravity was interpolated from observed gravity values.
 MV0095
 MV0095;                    North         East    Units  Estimated Accuracy
 MV0095;SPC NV W     - 4,792,350.      754,060.      MT  (+/- 180 meters Scaled)
 MV0095
 MV0095                          SUPERSEDED SURVEY CONTROL
 MV0095
 MV0095  NGVD 29 (??/??/92) 1680.780  (m)         5514.36   (f) ADJ UNCH    1 2
 MV0095
 MV0095.Superseded values are not recommended for survey control.
 MV0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0095.See file dsdata.txt to determine how the superseded data were derived.
 MV0095
 MV0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG227394(NAD 83)
 MV0095_MARKER: DB = BENCH MARK DISK
 MV0095_SETTING: 66 = SET IN ROCK OUTCROP
 MV0095_SP_SET: ROCK OUTCROP
 MV0095_STAMPING: C 67 1934
 MV0095_MARK LOGO: CGS   
 MV0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 MV0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0095+STABILITY: POSITION/ELEVATION WELL
 MV0095
 MV0095  HISTORY     - Date     Condition        Report By
 MV0095  HISTORY     - 1934     MONUMENTED       CGS
 MV0095  HISTORY     - 1964     GOOD             NGS
 MV0095  HISTORY     - 19880501 GOOD             USGS
 MV0095
 MV0095                          STATION DESCRIPTION
 MV0095
 MV0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MV0095'7.0 MI SW FROM THOUSAND CREEK RANCH.
 MV0095'3.0 MILES SOUTH OF DENIO, HUMBOLDT COUNTY, 31.9 MILES WEST ALONG STATE
 MV0095'HIGHWAY 8A, 3.2 MILES EAST OF THE CEDARVILLE JUNCTION, 243 FEET
 MV0095'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 8A, 60 FEET NORTH OF THE
 MV0095'CENTERLINE OF AN OLD DIRT ROAD, AND IN THE EAST SIDE OF A LAVA
 MV0095'OUTCROP.  A STANDARD DISK, STAMPED C 67 1934.
 MV0095
 MV0095                          STATION RECOVERY (1988)
 MV0095
 MV0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 MV0095'3.0 MILES (4.8 KM) SOUTH OF DENIO ALONG STATE HIGHWAY 292 TO THE
 MV0095'JUNCTION WITH STATE HIGHWAY 140, THENCE 31.8 MILES (51.2 KM) WEST
 MV0095'ALONG STATE HIGHWAY 140, 3.2 MILES (5.1 KM) EAST OF THE CEDARVILLE
 MV0095'JUNCTION, 243 FEET (74.1 M) SOUTHWEST OF THE CENTERLINE OF HIGHWAY
 MV0095'140, 60 FEET (18.3 M) NORTH OF THE CENTERLINE OF AN OLD DIRT ROAD AND
 MV0095'IN THE EAST SIDE OF A LAVA OUTCROP, A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0059 ***********************************************************************
 MV0059  DESIGNATION -  C 68
 MV0059  PID         -  MV0059
 MV0059  STATE/COUNTY-  NV/HUMBOLDT
 MV0059  USGS QUAD   -  IDAHO CANYON SPRING (1990)
 MV0059
 MV0059                         *CURRENT SURVEY CONTROL
 MV0059  ___________________________________________________________________
 MV0059* NAD 83(1986)-  41 36 11.     (N)    118 58 51.     (W)     SCALED    
 MV0059* NAVD 88     -      1821.549  (meters)    5976.20   (feet)  ADJUSTED  
 MV0059  ___________________________________________________________________
 MV0059  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 MV0059  DYNAMIC HT  -        1820.108 (meters)    5971.47  (feet)  COMP
 MV0059  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 MV0059
 MV0059  VERT ORDER  -  SECOND    CLASS 0
 MV0059
 MV0059.The horizontal coordinates were scaled from a topographic map and have
 MV0059.an estimated accuracy of +/- 6 seconds.
 MV0059
 MV0059.The orthometric height was determined by differential leveling
 MV0059.and adjusted by the National Geodetic Survey in June 1991..
 MV0059
 MV0059.The geoid height was determined by GEOID03.
 MV0059
 MV0059.The dynamic height is computed by dividing the NAVD 88
 MV0059.geopotential number by the normal gravity value computed on the
 MV0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0059.degrees latitude (g = 980.6199 gals.).
 MV0059
 MV0059.The modeled gravity was interpolated from observed gravity values.
 MV0059
 MV0059;                    North         East    Units  Estimated Accuracy
 MV0059;SPC NV W     - 4,760,690.      766,870.      MT  (+/- 180 meters Scaled)
 MV0059
 MV0059                          SUPERSEDED SURVEY CONTROL
 MV0059
 MV0059  NGVD 29 (??/??/92) 1820.355  (m)         5972.28   (f) ADJ UNCH    2 0
 MV0059
 MV0059.Superseded values are not recommended for survey control.
 MV0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0059.See file dsdata.txt to determine how the superseded data were derived.
 MV0059
 MV0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG349076(NAD 83)
 MV0059_MARKER: DB = BENCH MARK DISK
 MV0059_SETTING: 80 = SET IN A BOULDER
 MV0059_SP_SET: BOULDER
 MV0059_STAMPING: C 68 1934
 MV0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0059+STABILITY: SURFACE MOTION
 MV0059
 MV0059  HISTORY     - Date     Condition        Report By
 MV0059  HISTORY     - 1934     MONUMENTED       CGS
 MV0059  HISTORY     - 1968     GOOD             USGS
 MV0059
 MV0059                          STATION DESCRIPTION
 MV0059
 MV0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0059'19.6 MI SE FROM SOLDIER MEADOWS RANCH.
 MV0059'19.6 MILES NORTHEAST ALONG THE ROAD LEADING TO SUMMIT LAKE AND DENIO,
 MV0059'OREGON, FROM THE RANCHHOUSE AT SOLDIER MEADOWS RANCH, HUMBOLDT COUNTY,
 MV0059'20 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A 3-FOOT
 MV0059'FLAT-TOPPED BOULDER, AND ABOUT 7 INCHES ABOVE THE GROUND.  A STANDARD
 MV0059'DISK, STAMPED C 68 1934.
 MV0059
 MV0059                          STATION RECOVERY (1968)
 MV0059
 MV0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MV0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0377 ***********************************************************************
 LS0377  DESIGNATION -  C 69
 LS0377  PID         -  LS0377
 LS0377  STATE/COUNTY-  NV/WASHOE
 LS0377  USGS QUAD   -  GODEYS ROCK (1990)
 LS0377
 LS0377                         *CURRENT SURVEY CONTROL
 LS0377  ___________________________________________________________________
 LS0377* NAD 83(1986)-  40 39 30.     (N)    119 23 02.     (W)     SCALED    
 LS0377* NAVD 88     -      1234.926  (meters)    4051.59   (feet)  ADJUSTED  
 LS0377  ___________________________________________________________________
 LS0377  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 LS0377  DYNAMIC HT  -        1233.994 (meters)    4048.53  (feet)  COMP
 LS0377  MODELED GRAV-     979,827.6   (mgal)                       NAVD 88
 LS0377
 LS0377  VERT ORDER  -  SECOND    CLASS 0
 LS0377
 LS0377.The horizontal coordinates were scaled from a topographic map and have
 LS0377.an estimated accuracy of +/- 6 seconds.
 LS0377
 LS0377.The orthometric height was determined by differential leveling
 LS0377.and adjusted by the National Geodetic Survey in June 1991..
 LS0377
 LS0377.The geoid height was determined by GEOID03.
 LS0377
 LS0377.The dynamic height is computed by dividing the NAVD 88
 LS0377.geopotential number by the normal gravity value computed on the
 LS0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0377.degrees latitude (g = 980.6199 gals.).
 LS0377
 LS0377.The modeled gravity was interpolated from observed gravity values.
 LS0377
 LS0377;                    North         East    Units  Estimated Accuracy
 LS0377;SPC NV W     - 4,656,020.      732,310.      MT  (+/- 180 meters Scaled)
 LS0377
 LS0377                          SUPERSEDED SURVEY CONTROL
 LS0377
 LS0377  NGVD 29 (??/??/92) 1233.940  (m)         4048.35   (f) ADJ UNCH    2 0
 LS0377
 LS0377.Superseded values are not recommended for survey control.
 LS0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0377.See file dsdata.txt to determine how the superseded data were derived.
 LS0377
 LS0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF984035(NAD 83)
 LS0377_MARKER: DB = BENCH MARK DISK
 LS0377_SETTING: 80 = SET IN A BOULDER
 LS0377_SP_SET: BOULDER
 LS0377_STAMPING: C 69 1934
 LS0377_MARK LOGO: CGS   
 LS0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0377+STABILITY: SURFACE MOTION
 LS0377
 LS0377  HISTORY     - Date     Condition        Report By
 LS0377  HISTORY     - 1934     MONUMENTED       CGS
 LS0377  HISTORY     - 1962     GOOD             USGS
 LS0377
 LS0377                          STATION DESCRIPTION
 LS0377
 LS0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0377'1.7 MI NW FROM GERLACH.
 LS0377'1.7 MILE NORTHWEST OF GERLACH W.P. RR. STATION 27 FEET NORTHEAST OF
 LS0377'CENTERLINE OF ROAD FROM EAGLEVILLE TO GERLACH, AND IN GRANITE BOULDER
 LS0377'5 FEET LONG AND ROUNDED ON TOP.
 LS0377
 LS0377                          STATION RECOVERY (1962)
 LS0377
 LS0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LS0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0517 ***********************************************************************
 LR0517  DESIGNATION -  C 7
 LR0517  PID         -  LR0517
 LR0517  STATE/COUNTY-  NV/HUMBOLDT
 LR0517  USGS QUAD   -  ROSE CREEK (1982)
 LR0517
 LR0517                         *CURRENT SURVEY CONTROL
 LR0517  ___________________________________________________________________
 LR0517* NAD 83(1986)-  40 53 22.     (N)    117 53 39.     (W)     SCALED    
 LR0517* NAVD 88     -      1319.156  (meters)    4327.93   (feet)  ADJUSTED  
 LR0517  ___________________________________________________________________
 LR0517  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 LR0517  DYNAMIC HT  -        1318.172 (meters)    4324.70  (feet)  COMP
 LR0517  MODELED GRAV-     979,832.5   (mgal)                       NAVD 88
 LR0517
 LR0517  VERT ORDER  -  FIRST     CLASS II
 LR0517
 LR0517.The horizontal coordinates were scaled from a topographic map and have
 LR0517.an estimated accuracy of +/- 6 seconds.
 LR0517
 LR0517.The orthometric height was determined by differential leveling
 LR0517.and adjusted by the National Geodetic Survey in June 1991..
 LR0517
 LR0517.The geoid height was determined by GEOID03.
 LR0517
 LR0517.The dynamic height is computed by dividing the NAVD 88
 LR0517.geopotential number by the normal gravity value computed on the
 LR0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0517.degrees latitude (g = 980.6199 gals.).
 LR0517
 LR0517.The modeled gravity was interpolated from observed gravity values.
 LR0517
 LR0517;                    North         East    Units  Estimated Accuracy
 LR0517;SPC NV W     - 4,681,600.      858,070.      MT  (+/- 180 meters Scaled)
 LR0517
 LR0517                          SUPERSEDED SURVEY CONTROL
 LR0517
 LR0517  NGVD 29 (??/??/92) 1318.180  (m)         4324.73   (f) ADJ UNCH    1 2
 LR0517
 LR0517.Superseded values are not recommended for survey control.
 LR0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0517.See file dsdata.txt to determine how the superseded data were derived.
 LR0517
 LR0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF246268(NAD 83)
 LR0517_MARKER: DB = BENCH MARK DISK
 LR0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0517_STAMPING: C 7 1912 4324.375
 LR0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0517+STABILITY: SURFACE MOTION
 LR0517
 LR0517  HISTORY     - Date     Condition        Report By
 LR0517  HISTORY     - 1912     MONUMENTED       CGS
 LR0517  HISTORY     - 1953     GOOD             NGS
 LR0517  HISTORY     - 1957     GOOD             NGS
 LR0517
 LR0517                          STATION DESCRIPTION
 LR0517
 LR0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0517'IN ROSE CREEK.
 LR0517'AT ROSE CREEK, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, DIRECTLY
 LR0517'ACROSS THE TRACKS FROM A WATER TANK, 215 FEET SOUTHEAST OF THE
 LR0517'SOUTHEAST CORNER OF WOODEN BRIDGE 406.75, 197.6 FEET SOUTHEAST OF THE
 LR0517'ROASE CREEK SIDING SIGN, 194.9 FEET SOUTH OF THE SOUTH RAIL, 3.0 FEET
 LR0517'NORTH OF A FENCE, 2.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 LR0517'THE TRACKS, AND SET IN THE TOP OF A SANDSTONE POST PROJECTING 0.6 FOOT
 LR0517'ABOVE THE GROUND.
 LR0517
 LR0517                          STATION RECOVERY (1957)
 LR0517
 LR0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LR0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0131 ***********************************************************************
 MV0131  DESIGNATION -  C 70
 MV0131  PID         -  MV0131
 MV0131  STATE/COUNTY-  NV/HUMBOLDT
 MV0131  USGS QUAD   -  WAGNER SPRINGS (1980)
 MV0131
 MV0131                         *CURRENT SURVEY CONTROL
 MV0131  ___________________________________________________________________
 MV0131* NAD 83(1986)-  41 14 32.     (N)    119 09 54.     (W)     SCALED    
 MV0131* NAVD 88     -      1282.323  (meters)    4207.09   (feet)  ADJUSTED  
 MV0131  ___________________________________________________________________
 MV0131  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 MV0131  DYNAMIC HT  -        1281.403 (meters)    4204.07  (feet)  COMP
 MV0131  MODELED GRAV-     979,862.3   (mgal)                       NAVD 88
 MV0131
 MV0131  VERT ORDER  -  SECOND    CLASS 0
 MV0131
 MV0131.The horizontal coordinates were scaled from a topographic map and have
 MV0131.an estimated accuracy of +/- 6 seconds.
 MV0131
 MV0131.The orthometric height was determined by differential leveling
 MV0131.and adjusted by the National Geodetic Survey in June 1991..
 MV0131
 MV0131.The geoid height was determined by GEOID03.
 MV0131
 MV0131.The dynamic height is computed by dividing the NAVD 88
 MV0131.geopotential number by the normal gravity value computed on the
 MV0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0131.degrees latitude (g = 980.6199 gals.).
 MV0131
 MV0131.The modeled gravity was interpolated from observed gravity values.
 MV0131
 MV0131;                    North         East    Units  Estimated Accuracy
 MV0131;SPC NV W     - 4,720,710.      751,250.      MT  (+/- 180 meters Scaled)
 MV0131
 MV0131                          SUPERSEDED SURVEY CONTROL
 MV0131
 MV0131  NGVD 29 (??/??/92) 1281.280  (m)         4203.67   (f) ADJ UNCH    2 0
 MV0131
 MV0131.Superseded values are not recommended for survey control.
 MV0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0131.See file dsdata.txt to determine how the superseded data were derived.
 MV0131
 MV0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF185679(NAD 83)
 MV0131_MARKER: DB = BENCH MARK DISK
 MV0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0131_STAMPING: C 70 1934
 MV0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0131+STABILITY: SURFACE MOTION
 MV0131
 MV0131  HISTORY     - Date     Condition        Report By
 MV0131  HISTORY     - 1934     MONUMENTED       CGS
 MV0131  HISTORY     - 1974     GOOD             USGS
 MV0131
 MV0131                          STATION DESCRIPTION
 MV0131
 MV0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0131'11.8 MI SW FROM SOLDIER MEADOWS RANCH.
 MV0131'11.8 MILES SOUTHWEST ALONG THE ROAD LEADING TO GERLACH FROM THE
 MV0131'RANCHHOUSE AT SOLDIER MEADOWS RANCH, HUMBOLDT COUNTY, ON THE TOP OF A
 MV0131'RIDGE, AND 45 FEET EAST OF THE CENTERLINE OF THE ROAD,  A STANDARD
 MV0131'DISK, STAMPED C 70 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 MV0131'BM IS 35 FT. EAST OF CENTERLINE OF THE ROAD.
 MV0131
 MV0131                          STATION RECOVERY (1974)
 MV0131
 MV0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MV0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0431 ***********************************************************************
 LS0431  DESIGNATION -  C 71
 LS0431  PID         -  LS0431
 LS0431  STATE/COUNTY-  NV/WASHOE
 LS0431  USGS QUAD   -  REYNARD (1990)
 LS0431
 LS0431                         *CURRENT SURVEY CONTROL
 LS0431  ___________________________________________________________________
 LS0431* NAD 83(1994)-  40 23 49.16446(N)    119 41 31.07093(W)     ADJUSTED  
 LS0431* NAVD 88     -      1188.759  (meters)    3900.12   (feet)  POSTED    
 LS0431  ___________________________________________________________________
 LS0431  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 LS0431  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 LS0431  DYNAMIC HT  -        1187.840 (meters)    3897.11  (feet)  COMP
 LS0431  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 LS0431
 LS0431  HORZ ORDER  -  THIRD
 LS0431  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0431
 LS0431.The horizontal coordinates were established by classical geodetic methods
 LS0431.and adjusted by the National Geodetic Survey in June 1998..
 LS0431
 LS0431.The orthometric height was determined by differential leveling
 LS0431.and adjusted by the National Geodetic Survey in 1992..
 LS0431.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0431.rate of 0.0 thru 1.0 mm/km.
 LS0431
 LS0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0431
 LS0431.The geoid height was determined by GEOID03.
 LS0431
 LS0431.The dynamic height is computed by dividing the NAVD 88
 LS0431.geopotential number by the normal gravity value computed on the
 LS0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0431.degrees latitude (g = 980.6199 gals.).
 LS0431
 LS0431.The modeled gravity was interpolated from observed gravity values.
 LS0431
 LS0431;                    North         East     Units Scale Factor Converg.
 LS0431;SPC NV W     - 4,627,279.306   705,888.715   MT  1.00000899   -0 43 06.7
 LS0431;SPC NV W     -15,181,332.19  2,315,903.23   sFT  1.00000899   -0 43 06.7
 LS0431;UTM  11      - 4,475,300.394   271,537.361   MT  1.00024254   -1 44 43.3
 LS0431
 LS0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0431!SPC NV W     -   0.99981719  x   1.00000899  =   0.99982618
 LS0431!UTM  11      -   0.99981719  x   1.00024254  =   1.00005968
 LS0431
 LS0431                          SUPERSEDED SURVEY CONTROL
 LS0431
 LS0431  NAD 83(1992)-  40 23 49.16814(N)    119 41 31.06932(W) AD(       ) 3
 LS0431  NAD 83(1990)-  40 23 49.17177(N)    119 41 31.07431(W) AD(       ) 3
 LS0431  NGVD 29 (??/??/92) 1187.772  (m)         3896.88   (f) ADJ UNCH    2 0
 LS0431
 LS0431.Superseded values are not recommended for survey control.
 LS0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0431.See file dsdata.txt to determine how the superseded data were derived.
 LS0431
 LS0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE7153775300(NAD 83)
 LS0431_MARKER: DB = BENCH MARK DISK
 LS0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0431_STAMPING: C 71 1934
 LS0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0431+STABILITY: SURFACE MOTION
 LS0431
 LS0431  HISTORY     - Date     Condition        Report By
 LS0431  HISTORY     - 1934     MONUMENTED       CGS
 LS0431  HISTORY     - 1964     GOOD             USGS
 LS0431  HISTORY     - 1964     GOOD             USGS
 LS0431
 LS0431                          STATION DESCRIPTION
 LS0431
 LS0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0431'3.2 MI W FROM FOURTWELVE.
 LS0431'3.2 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE SECTION
 LS0431'WATER TANK AT FOURTWELVE, WASHOE COUNTY, TWO POLES WEST ACROSS THE
 LS0431'TRACK FROM MILEPOST 409, AND 66 FEET SOUTH OF THE SOUTH RAIL.  A
 LS0431'STANDARD DISK, STAMPED C 71 1934 AND SET IN THE TOP OF A CONCRETE
 LS0431'POST.
 LS0431
 LS0431                          STATION RECOVERY (1964)
 LS0431
 LS0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LS0431'DESCRIBED BY NGS IN LEVEL LINE 18 AS FOLLOWS--3.2 MI W. ALONG
 LS0431'WESTERN PACIFIC RR. FROM SECTION WATER TANK AT FOURTWELVE, TWO
 LS0431'POLES W. ACROSS TRACK FROM MILEPOST 409, 66 FT S. OF SOUTH RAIL.
 LS0431'
 LS0431'TO REACH FROM SAND PASS, GO 0.3 MI N. ALONG MAIN-TRAVELED RD. TO
 LS0431'RD. FORK E. (RIGHT).  TURN RIGHT ALONG MAIN-TRAVELED TRACK RD.
 LS0431'WHICH SKIRTS SOUTH END OF SMOKE CREEK DESERT TO GRADE X-ING. ON
 LS0431'WESTERN PACIFIC RR.  AFTER CROSSING RR. BEAR N. WITH MAIN TRACK
 LS0431'RD. IN GENERALLY NORTHERLY DIRECTION PARALLEL WITH RR. TO POINT
 LS0431'14.8 MI FROM SAND PASS.  TURN LEFT (W.) 0.1 MI CROSS-COUNTRY TO
 LS0431'RR. AND STATION.
 LS0431'
 LS0431'STATION MARK--NGS DISK STAMPED---C 71 1934---, IN TOP OF CONCRETE
 LS0431'POST.
 LS0431
 LS0431                          STATION RECOVERY (1964)
 LS0431
 LS0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LS0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0338 ***********************************************************************
 LS0338  DESIGNATION -  C 72
 LS0338  PID         -  LS0338
 LS0338  STATE/COUNTY-  NV/PERSHING
 LS0338  USGS QUAD   -  CHOLONA (1981)
 LS0338
 LS0338                         *CURRENT SURVEY CONTROL
 LS0338  ___________________________________________________________________
 LS0338* NAD 83(1986)-  40 49 26.     (N)    118 59 04.     (W)     SCALED    
 LS0338* NAVD 88     -      1220.695  (meters)    4004.90   (feet)  ADJUSTED  
 LS0338  ___________________________________________________________________
 LS0338  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 LS0338  DYNAMIC HT  -        1219.815 (meters)    4002.01  (feet)  COMP
 LS0338  MODELED GRAV-     979,861.0   (mgal)                       NAVD 88
 LS0338
 LS0338  VERT ORDER  -  SECOND    CLASS 0
 LS0338
 LS0338.The horizontal coordinates were scaled from a topographic map and have
 LS0338.an estimated accuracy of +/- 6 seconds.
 LS0338
 LS0338.The orthometric height was determined by differential leveling
 LS0338.and adjusted by the National Geodetic Survey in June 1991..
 LS0338
 LS0338.The geoid height was determined by GEOID03.
 LS0338
 LS0338.The dynamic height is computed by dividing the NAVD 88
 LS0338.geopotential number by the normal gravity value computed on the
 LS0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0338.degrees latitude (g = 980.6199 gals.).
 LS0338
 LS0338.The modeled gravity was interpolated from observed gravity values.
 LS0338
 LS0338;                    North         East    Units  Estimated Accuracy
 LS0338;SPC NV W     - 4,674,170.      766,170.      MT  (+/- 180 meters Scaled)
 LS0338
 LS0338                          SUPERSEDED SURVEY CONTROL
 LS0338
 LS0338  NGVD 29 (??/??/92) 1219.719  (m)         4001.69   (f) ADJ UNCH    2 0
 LS0338
 LS0338.Superseded values are not recommended for survey control.
 LS0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0338.See file dsdata.txt to determine how the superseded data were derived.
 LS0338
 LS0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF326211(NAD 83)
 LS0338_MARKER: DB = BENCH MARK DISK
 LS0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0338_STAMPING: C 72 1934
 LS0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0338+STABILITY: SURFACE MOTION
 LS0338
 LS0338  HISTORY     - Date     Condition        Report By
 LS0338  HISTORY     - 1934     MONUMENTED       CGS
 LS0338  HISTORY     - 1975     MARK NOT FOUND   NGS
 LS0338
 LS0338                          STATION DESCRIPTION
 LS0338
 LS0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0338'9.4 MI E FROM TREGO.
 LS0338'9.4 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LS0338'TREGO, PERSHING COUNTY, 132 FEET NORTHWEST OF THE WEST END OF THE
 LS0338'SIDING AT CHOLONA, 27 FEET EAST OF THE FIFTH POLE EAST OF MILEPOST
 LS0338'461, AND 45 FEET NORTH OF THE NEAREST RAIL.  A STANDARD DISK, STAMPED
 LS0338'C 72 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LS0338
 LS0338                          STATION RECOVERY (1975)
 LS0338
 LS0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LS0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0355 ***********************************************************************
 LS0355  DESIGNATION -  C 73
 LS0355  PID         -  LS0355
 LS0355  STATE/COUNTY-  NV/HUMBOLDT
 LS0355  USGS QUAD   -  SULPHUR (1981)
 LS0355
 LS0355                         *CURRENT SURVEY CONTROL
 LS0355  ___________________________________________________________________
 LS0355* NAD 83(1986)-  40 49 31.     (N)    118 42 39.     (W)     SCALED    
 LS0355* NAVD 88     -      1471.878  (meters)    4828.99   (feet)  ADJUSTED  
 LS0355  ___________________________________________________________________
 LS0355  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 LS0355  DYNAMIC HT  -        1470.754 (meters)    4825.30  (feet)  COMP
 LS0355  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 LS0355
 LS0355  VERT ORDER  -  SECOND    CLASS 0
 LS0355
 LS0355.The horizontal coordinates were scaled from a topographic map and have
 LS0355.an estimated accuracy of +/- 6 seconds.
 LS0355
 LS0355.The orthometric height was determined by differential leveling
 LS0355.and adjusted by the National Geodetic Survey in June 1991..
 LS0355
 LS0355.The geoid height was determined by GEOID03.
 LS0355
 LS0355.The dynamic height is computed by dividing the NAVD 88
 LS0355.geopotential number by the normal gravity value computed on the
 LS0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0355.degrees latitude (g = 980.6199 gals.).
 LS0355
 LS0355.The modeled gravity was interpolated from observed gravity values.
 LS0355
 LS0355;                    North         East    Units  Estimated Accuracy
 LS0355;SPC NV W     - 4,674,250.      789,250.      MT  (+/- 180 meters Scaled)
 LS0355
 LS0355                          SUPERSEDED SURVEY CONTROL
 LS0355
 LS0355  NGVD 29 (??/??/92) 1470.853  (m)         4825.62   (f) ADJ UNCH    2 0
 LS0355
 LS0355.Superseded values are not recommended for survey control.
 LS0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0355.See file dsdata.txt to determine how the superseded data were derived.
 LS0355
 LS0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF557207(NAD 83)
 LS0355_MARKER: DB = BENCH MARK DISK
 LS0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0355_STAMPING: C 73 1934
 LS0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0355+STABILITY: SURFACE MOTION
 LS0355
 LS0355  HISTORY     - Date     Condition        Report By
 LS0355  HISTORY     - 1934     MONUMENTED       CGS
 LS0355
 LS0355                          STATION DESCRIPTION
 LS0355
 LS0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0355'3.8 MI SE FROM SULPHUR.
 LS0355'3.8 MILES SOUTHEAST ALONG THE LOVELOCK ROAD FROM THE WESTERN PACIFIC
 LS0355'RAILROAD STATION AT SULPHUR, HUMBOLDT COUNTY, 36 FEET SOUTHWEST OF THE
 LS0355'CENTERLINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A
 LS0355'STANDARD DISK, STAMPED C 73 1934 AND SET IN THE TOP OF A CONCRETE
 LS0355'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0308 ***********************************************************************
 LS0308  DESIGNATION -  C 74
 LS0308  PID         -  LS0308
 LS0308  STATE/COUNTY-  NV/PERSHING
 LS0308  USGS QUAD   -  POKER BROWN SPRING (1981)
 LS0308
 LS0308                         *CURRENT SURVEY CONTROL
 LS0308  ___________________________________________________________________
 LS0308* NAD 83(1986)-  40 15 25.     (N)    118 36 46.     (W)     SCALED    
 LS0308* NAVD 88     -      1444.095  (meters)    4737.84   (feet)  ADJUSTED  
 LS0308  ___________________________________________________________________
 LS0308  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 LS0308  DYNAMIC HT  -        1442.893 (meters)    4733.89  (feet)  COMP
 LS0308  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 LS0308
 LS0308  VERT ORDER  -  SECOND    CLASS 0
 LS0308
 LS0308.The horizontal coordinates were scaled from a topographic map and have
 LS0308.an estimated accuracy of +/- 6 seconds.
 LS0308
 LS0308.The orthometric height was determined by differential leveling
 LS0308.and adjusted by the National Geodetic Survey in June 1991..
 LS0308
 LS0308.The geoid height was determined by GEOID03.
 LS0308
 LS0308.The dynamic height is computed by dividing the NAVD 88
 LS0308.geopotential number by the normal gravity value computed on the
 LS0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0308.degrees latitude (g = 980.6199 gals.).
 LS0308
 LS0308.The modeled gravity was interpolated from observed gravity values.
 LS0308
 LS0308;                    North         East    Units  Estimated Accuracy
 LS0308;SPC NV W     - 4,611,140.      797,500.      MT  (+/- 180 meters Scaled)
 LS0308
 LS0308                          SUPERSEDED SURVEY CONTROL
 LS0308
 LS0308  NGVD 29 (??/??/92) 1443.081  (m)         4734.51   (f) ADJ UNCH    2 0
 LS0308
 LS0308.Superseded values are not recommended for survey control.
 LS0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0308.See file dsdata.txt to determine how the superseded data were derived.
 LS0308
 LS0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE628575(NAD 83)
 LS0308_MARKER: DB = BENCH MARK DISK
 LS0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0308_STAMPING: C 74 1934
 LS0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0308+STABILITY: SURFACE MOTION
 LS0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0308+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 LS0308
 LS0308  HISTORY     - Date     Condition        Report By
 LS0308  HISTORY     - 1934     MONUMENTED       CGS
 LS0308  HISTORY     - 20020730 GOOD             NVGS
 LS0308
 LS0308                          STATION DESCRIPTION
 LS0308
 LS0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0308'10.2 MI NW FROM LOVELOCK.
 LS0308'10.2 MILES NORTHWEST ALONG THE SULPHUR ROAD FROM THE COURTHOUSE AT
 LS0308'LOVELOCK, PERSHING COUNTY, ON THE TOP OF A RIDGE, AND 45 FEET SOUTH OF
 LS0308'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 74 1934 AND
 LS0308'SET IN THE TOP OF A CONCRETE POST.
 LS0308
 LS0308                          STATION RECOVERY (2002)
 LS0308
 LS0308'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 LS0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0201 ***********************************************************************
 MU0201  DESIGNATION -  C 75
 MU0201  PID         -  MU0201
 MU0201  STATE/COUNTY-  NV/HUMBOLDT
 MU0201  USGS QUAD   -  RED HOUSE FLAT WEST (1988)
 MU0201
 MU0201                         *CURRENT SURVEY CONTROL
 MU0201  ___________________________________________________________________
 MU0201* NAD 83(1986)-  41 01 01.     (N)    117 21 50.     (W)     SCALED    
 MU0201* NAVD 88     -      1366.320  (meters)    4482.67   (feet)  ADJUSTED  
 MU0201  ___________________________________________________________________
 MU0201  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 MU0201  DYNAMIC HT  -        1365.300 (meters)    4479.32  (feet)  COMP
 MU0201  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 MU0201
 MU0201  VERT ORDER  -  FIRST     CLASS II
 MU0201
 MU0201.The horizontal coordinates were scaled from a topographic map and have
 MU0201.an estimated accuracy of +/- 6 seconds.
 MU0201
 MU0201.The orthometric height was determined by differential leveling
 MU0201.and adjusted by the National Geodetic Survey in June 1991..
 MU0201
 MU0201.The geoid height was determined by GEOID03.
 MU0201
 MU0201.The dynamic height is computed by dividing the NAVD 88
 MU0201.geopotential number by the normal gravity value computed on the
 MU0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0201.degrees latitude (g = 980.6199 gals.).
 MU0201
 MU0201.The modeled gravity was interpolated from observed gravity values.
 MU0201
 MU0201;                    North         East    Units  Estimated Accuracy
 MU0201;SPC NV W     - 4,696,240.      902,560.      MT  (+/- 180 meters Scaled)
 MU0201
 MU0201                          SUPERSEDED SURVEY CONTROL
 MU0201
 MU0201  NGVD 29 (??/??/92) 1365.304  (m)         4479.33   (f) ADJ UNCH    1 2
 MU0201
 MU0201.Superseded values are not recommended for survey control.
 MU0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0201.See file dsdata.txt to determine how the superseded data were derived.
 MU0201
 MU0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF694407(NAD 83)
 MU0201_MARKER: DB = BENCH MARK DISK
 MU0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0201_STAMPING: C 75 1934
 MU0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0201+STABILITY: SURFACE MOTION
 MU0201
 MU0201  HISTORY     - Date     Condition        Report By
 MU0201  HISTORY     - 1934     MONUMENTED       CGS
 MU0201  HISTORY     - 1953     GOOD             NGS
 MU0201  HISTORY     - 19850110 MARK NOT FOUND   USGS
 MU0201
 MU0201                          STATION DESCRIPTION
 MU0201
 MU0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MU0201'3.9 MI NE FROM PREBLE SIDING.
 MU0201'1.1 MILES EAST ALONG STATE HIGHWAY 18 FROM THE CROSSING OF THE
 MU0201'SOUTHERN PACIFIC COMPANY RAILROAD AT PREBLE SIDING, THENCE 2.8 MILES
 MU0201'NORTH ALONG A GRAVELED ROAD, ON A SLIGHT RISE, 49 FEET SOUTHEAST OF
 MU0201'THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTHWEST OF A WITNESS POST,
 MU0201'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MU0201'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MU0201
 MU0201                          STATION RECOVERY (1985)
 MU0201
 MU0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RBR)
 MU0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0121 ***********************************************************************
 MU0121  DESIGNATION -  C 76
 MU0121  PID         -  MU0121
 MU0121  STATE/COUNTY-  NV/ELKO
 MU0121  USGS QUAD   -  WILLOW CREEK RESERVOIR (1965)
 MU0121
 MU0121                         *CURRENT SURVEY CONTROL
 MU0121  ___________________________________________________________________
 MU0121* NAD 83(1986)-  41 12 58.     (N)    116 36 47.     (W)     SCALED    
 MU0121* NAVD 88     -      1599.199  (meters)    5246.71   (feet)  POSTED    
 MU0121  ___________________________________________________________________
 MU0121  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 MU0121  DYNAMIC HT  -        1597.930 (meters)    5242.54  (feet)  COMP
 MU0121  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 MU0121
 MU0121  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0121
 MU0121.The horizontal coordinates were scaled from a topographic map and have
 MU0121.an estimated accuracy of +/- 6 seconds.
 MU0121
 MU0121.The orthometric height was determined by differential leveling
 MU0121.and adjusted by the National Geodetic Survey in 1992..
 MU0121.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0121.rate of 1.1 thru 2.0 mm/km.
 MU0121
 MU0121.The geoid height was determined by GEOID03.
 MU0121
 MU0121.The dynamic height is computed by dividing the NAVD 88
 MU0121.geopotential number by the normal gravity value computed on the
 MU0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0121.degrees latitude (g = 980.6199 gals.).
 MU0121
 MU0121.The modeled gravity was interpolated from observed gravity values.
 MU0121
 MU0121;                    North         East    Units  Estimated Accuracy
 MU0121;SPC NV E     - 8,718,160.      113,660.      MT  (+/- 180 meters Scaled)
 MU0121
 MU0121                          SUPERSEDED SURVEY CONTROL
 MU0121
 MU0121  NGVD 29 (??/??/92) 1598.119  (m)         5243.16   (f) ADJ UNCH    2 0
 MU0121
 MU0121.Superseded values are not recommended for survey control.
 MU0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0121.See file dsdata.txt to determine how the superseded data were derived.
 MU0121
 MU0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF324628(NAD 83)
 MU0121_MARKER: DB = BENCH MARK DISK
 MU0121_SETTING: 0 = UNSPECIFIED SETTING
 MU0121_STAMPING: C 76 1934
 MU0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0121
 MU0121  HISTORY     - Date     Condition        Report By
 MU0121  HISTORY     - 1934     MONUMENTED       CGS
 MU0121  HISTORY     - 1964     GOOD             USGS
 MU0121
 MU0121                          STATION DESCRIPTION
 MU0121
 MU0121'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MU0121'12.5 MI NE FROM MIDAS.
 MU0121'12.3 MILES NORTHEAST ALONG THE TUSCARORA ROAD FROM THE POST OFFICE AT
 MU0121'MIDAS, ELKO COUNTY, THENCE 0.2 MILES SOUTHEAST ALONG THE OLD ROAD, AND
 MU0121'85 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0050 ***********************************************************************
 LR0050  DESIGNATION -  C 77
 LR0050  PID         -  LR0050
 LR0050  STATE/COUNTY-  NV/EUREKA
 LR0050  USGS QUAD   -  PALISADE (1985)
 LR0050
 LR0050                         *CURRENT SURVEY CONTROL
 LR0050  ___________________________________________________________________
 LR0050* NAD 83(1986)-  40 31 44.     (N)    116 07 42.     (W)     SCALED    
 LR0050* NAVD 88     -      1539.741  (meters)    5051.63   (feet)  ADJUSTED  
 LR0050  ___________________________________________________________________
 LR0050  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 LR0050  DYNAMIC HT  -        1538.423 (meters)    5047.31  (feet)  COMP
 LR0050  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 LR0050
 LR0050  VERT ORDER  -  SECOND    CLASS 0
 LR0050
 LR0050.The horizontal coordinates were scaled from a topographic map and have
 LR0050.an estimated accuracy of +/- 6 seconds.
 LR0050
 LR0050.The orthometric height was determined by differential leveling
 LR0050.and adjusted by the National Geodetic Survey in June 1991..
 LR0050
 LR0050.The geoid height was determined by GEOID03.
 LR0050
 LR0050.The dynamic height is computed by dividing the NAVD 88
 LR0050.geopotential number by the normal gravity value computed on the
 LR0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0050.degrees latitude (g = 980.6199 gals.).
 LR0050
 LR0050.The modeled gravity was interpolated from observed gravity values.
 LR0050
 LR0050;                    North         East    Units  Estimated Accuracy
 LR0050;SPC NV E     - 8,641,480.      153,830.      MT  (+/- 180 meters Scaled)
 LR0050
 LR0050                          SUPERSEDED SURVEY CONTROL
 LR0050
 LR0050  NGVD 29 (??/??/92) 1538.635  (m)         5048.01   (f) ADJ UNCH    2 0
 LR0050
 LR0050.Superseded values are not recommended for survey control.
 LR0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0050.See file dsdata.txt to determine how the superseded data were derived.
 LR0050
 LR0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE738868(NAD 83)
 LR0050_MARKER: DB = BENCH MARK DISK
 LR0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0050_STAMPING: C-77 1934
 LR0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0050+STABILITY: SURFACE MOTION
 LR0050
 LR0050  HISTORY     - Date     Condition        Report By
 LR0050  HISTORY     - 1934     MONUMENTED       CGS
 LR0050
 LR0050                          STATION DESCRIPTION
 LR0050
 LR0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0050'7.7 MI S FROM PALISADE.
 LR0050'7.7 MILES SOUTH OF PALISADE 1.3 MILE SOUTH OF RAINES RANCH HOUSE. 250
 LR0050'FEET NORTH OF WHERE RAILROAD CROSSES OVER CREEK.  42 FEET NORTHEAST OF
 LR0050'NEAREST RAIL EUREKA NEVADA RAILROAD TRACK.  40 FEET SOUTHWEST OF
 LR0050'CENTER LINE OF ROAD FROM PALISADE TO EUREKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0202 ***********************************************************************
 KP0202  DESIGNATION -  C 78
 KP0202  PID         -  KP0202
 KP0202  STATE/COUNTY-  NV/EUREKA
 KP0202  USGS QUAD   -  EUREKA (1990)
 KP0202
 KP0202                         *CURRENT SURVEY CONTROL
 KP0202  ___________________________________________________________________
 KP0202* NAD 83(1986)-  39 33 47.     (N)    115 58 24.     (W)     SCALED    
 KP0202* NAVD 88     -      1871.700  (meters)    6140.74   (feet)  ADJUSTED  
 KP0202  ___________________________________________________________________
 KP0202  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 KP0202  DYNAMIC HT  -        1869.819 (meters)    6134.56  (feet)  COMP
 KP0202  MODELED GRAV-     979,555.1   (mgal)                       NAVD 88
 KP0202
 KP0202  VERT ORDER  -  SECOND    CLASS 0
 KP0202
 KP0202.The horizontal coordinates were scaled from a topographic map and have
 KP0202.an estimated accuracy of +/- 6 seconds.
 KP0202
 KP0202.The orthometric height was determined by differential leveling
 KP0202.and adjusted by the National Geodetic Survey in June 1991..
 KP0202
 KP0202.The geoid height was determined by GEOID03.
 KP0202
 KP0202.The dynamic height is computed by dividing the NAVD 88
 KP0202.geopotential number by the normal gravity value computed on the
 KP0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0202.degrees latitude (g = 980.6199 gals.).
 KP0202
 KP0202.The modeled gravity was interpolated from observed gravity values.
 KP0202
 KP0202;                    North         East    Units  Estimated Accuracy
 KP0202;SPC NV E     - 8,534,180.      166,490.      MT  (+/- 180 meters Scaled)
 KP0202
 KP0202                          SUPERSEDED SURVEY CONTROL
 KP0202
 KP0202  NGVD 29 (??/??/92) 1870.440  (m)         6136.60   (f) ADJ UNCH    2 0
 KP0202
 KP0202.Superseded values are not recommended for survey control.
 KP0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0202.See file dsdata.txt to determine how the superseded data were derived.
 KP0202
 KP0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND881797(NAD 83)
 KP0202_MARKER: DB = BENCH MARK DISK
 KP0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0202_STAMPING: C-78 1934
 KP0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0202+STABILITY: SURFACE MOTION
 KP0202
 KP0202  HISTORY     - Date     Condition        Report By
 KP0202  HISTORY     - 1934     MONUMENTED       CGS
 KP0202
 KP0202                          STATION DESCRIPTION
 KP0202
 KP0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0202'3.6 MI N FROM EUREKA.
 KP0202'3.6 MILES NORTH OF EUREKA POST OFFICE 0.8 MILES SOUTH OF WHERE
 KP0202'RAILROAD LEAVES VALLEY AND FOLLOWS DOWN THE CANYON, 56 FEET EAST OF
 KP0202'EUREKA NEVADA RAILROAD TRACK, 15 FEET WEST OF OLD ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0118 ***********************************************************************
 KQ0118  DESIGNATION -  C 79
 KQ0118  PID         -  KQ0118
 KQ0118  STATE/COUNTY-  NV/LANDER
 KQ0118  USGS QUAD   -  BARTON SPRING (1986)
 KQ0118
 KQ0118                         *CURRENT SURVEY CONTROL
 KQ0118  ___________________________________________________________________
 KQ0118* NAD 83(1986)-  39 31 32.     (N)    116 58 44.     (W)     SCALED    
 KQ0118* NAVD 88     -      2002.980  (meters)    6571.44   (feet)  ADJUSTED  
 KQ0118  ___________________________________________________________________
 KQ0118  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 KQ0118  DYNAMIC HT  -        2000.889 (meters)    6564.58  (feet)  COMP
 KQ0118  MODELED GRAV-     979,511.2   (mgal)                       NAVD 88
 KQ0118
 KQ0118  VERT ORDER  -  SECOND    CLASS 0
 KQ0118
 KQ0118.The horizontal coordinates were scaled from a topographic map and have
 KQ0118.an estimated accuracy of +/- 6 seconds.
 KQ0118
 KQ0118.The orthometric height was determined by differential leveling
 KQ0118.and adjusted by the National Geodetic Survey in June 1991..
 KQ0118
 KQ0118.The geoid height was determined by GEOID03.
 KQ0118
 KQ0118.The dynamic height is computed by dividing the NAVD 88
 KQ0118.geopotential number by the normal gravity value computed on the
 KQ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0118.degrees latitude (g = 980.6199 gals.).
 KQ0118
 KQ0118.The modeled gravity was interpolated from observed gravity values.
 KQ0118
 KQ0118;                    North         East    Units  Estimated Accuracy
 KQ0118;SPC NV C     - 6,529,990.      473,160.      MT  (+/- 180 meters Scaled)
 KQ0118
 KQ0118                          SUPERSEDED SURVEY CONTROL
 KQ0118
 KQ0118  NGVD 29 (??/??/92) 2001.661  (m)         6567.12   (f) ADJ UNCH    2 0
 KQ0118
 KQ0118.Superseded values are not recommended for survey control.
 KQ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0118.See file dsdata.txt to determine how the superseded data were derived.
 KQ0118
 KQ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND018751(NAD 83)
 KQ0118_MARKER: DB = BENCH MARK DISK
 KQ0118_SETTING: 80 = SET IN A BOULDER
 KQ0118_STAMPING: C 79 1934
 KQ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0118+STABILITY: SURFACE MOTION
 KQ0118
 KQ0118  HISTORY     - Date     Condition        Report By
 KQ0118  HISTORY     - 1934     MONUMENTED       CGS
 KQ0118  HISTORY     - 1955     GOOD             NGS
 KQ0118  HISTORY     - 19840809 MARK NOT FOUND   USGS
 KQ0118  HISTORY     - 19840809 MARK NOT FOUND   USPSQD
 KQ0118
 KQ0118                          STATION DESCRIPTION
 KQ0118
 KQ0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0118'9.1 MI E FROM AUSTIN.
 KQ0118'5.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0118'AT AUSTIN, THENCE 3.7 MILES NORTHEAST ALONG GRASS VALLEY ROAD (FORMER
 KQ0118'STATE HIGHWAY 21), 0.2 MILE WEST OF A RANCHHOUSE, ON THE SOUTHWEST
 KQ0118'SLOPE OF A PROMINENT RIDGE, 120 FEET SOUTHWEST OF THE SUMMIT OF THE
 KQ0118'RIDGE, IN THE TOP OF A 2- BY 3-FOOT BOULDER PROJECTING 1 1/2 FEET
 KQ0118'ABOVE THE GROUND, 43 FEET SOUTH OF THE CENTER LINE OF GRASS VALLEY
 KQ0118'ROAD, 37 FEET WEST OF THE CENTER LINE OF AN ABANDONED ROAD, AND ABOUT
 KQ0118'4 1/2 FEET LOWER THAN GRASS VALLEY ROAD.
 KQ0118
 KQ0118                          STATION RECOVERY (1984)
 KQ0118
 KQ0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (CDL)
 KQ0118'MARK NOT FOUND.
 KQ0118
 KQ0118                          STATION RECOVERY (1984)
 KQ0118
 KQ0118'RECOVERY NOTE BY US POWER SQUADRON 1984 (CDL)
 KQ0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0236 ***********************************************************************
 MU0236  DESIGNATION -  C 80
 MU0236  PID         -  MU0236
 MU0236  STATE/COUNTY-  NV/HUMBOLDT
 MU0236  USGS QUAD   -  ANDORNO RANCH (1982)
 MU0236
 MU0236                         *CURRENT SURVEY CONTROL
 MU0236  ___________________________________________________________________
 MU0236* NAD 83(1986)-  41 28 51.     (N)    117 47 31.     (W)     SCALED    
 MU0236* NAVD 88     -      1334.125  (meters)    4377.04   (feet)  ADJUSTED  
 MU0236  ___________________________________________________________________
 MU0236  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 MU0236  DYNAMIC HT  -        1333.182 (meters)    4373.95  (feet)  COMP
 MU0236  MODELED GRAV-     979,869.8   (mgal)                       NAVD 88
 MU0236
 MU0236  VERT ORDER  -  SECOND    CLASS 0
 MU0236
 MU0236.The horizontal coordinates were scaled from a topographic map and have
 MU0236.an estimated accuracy of +/- 6 seconds.
 MU0236
 MU0236.The orthometric height was determined by differential leveling
 MU0236.and adjusted by the National Geodetic Survey in June 1991..
 MU0236
 MU0236.The geoid height was determined by GEOID03.
 MU0236
 MU0236.The dynamic height is computed by dividing the NAVD 88
 MU0236.geopotential number by the normal gravity value computed on the
 MU0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0236.degrees latitude (g = 980.6199 gals.).
 MU0236
 MU0236.The modeled gravity was interpolated from observed gravity values.
 MU0236
 MU0236;                    North         East    Units  Estimated Accuracy
 MU0236;SPC NV W     - 4,747,340.      866,090.      MT  (+/- 180 meters Scaled)
 MU0236
 MU0236                          SUPERSEDED SURVEY CONTROL
 MU0236
 MU0236  NGVD 29 (??/??/92) 1333.052  (m)         4373.52   (f) ADJ UNCH    2 0
 MU0236
 MU0236.Superseded values are not recommended for survey control.
 MU0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0236.See file dsdata.txt to determine how the superseded data were derived.
 MU0236
 MU0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF338924(NAD 83)
 MU0236_MARKER: DB = BENCH MARK DISK
 MU0236_SETTING: 80 = SET IN A BOULDER
 MU0236_STAMPING: C 80. 1934
 MU0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0236+STABILITY: SURFACE MOTION
 MU0236
 MU0236  HISTORY     - Date     Condition        Report By
 MU0236  HISTORY     - 1934     MONUMENTED       CGS
 MU0236  HISTORY     - 1968     GOOD             NGS
 MU0236
 MU0236                          STATION DESCRIPTION
 MU0236
 MU0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0236'6.2 MI S FROM OROVADA.
 MU0236'6.2 MILES SOUTH OF POST OFFICE AT OROVADA ON STATE ROAD NO. 8 250 FEET
 MU0236'S OF A MAIL BOX.  42 FEET W OF CENTER LINE IN GRANITE BOULDER.
 MU0236
 MU0236                          STATION RECOVERY (1968)
 MU0236
 MU0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MU0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0179 ***********************************************************************
 LR0179  DESIGNATION -  C 82
 LR0179  PID         -  LR0179
 LR0179  STATE/COUNTY-  NV/EUREKA
 LR0179  USGS QUAD   -  EAST OF TENABO (1985)
 LR0179
 LR0179                         *CURRENT SURVEY CONTROL
 LR0179  ___________________________________________________________________
 LR0179* NAD 83(1986)-  40 20 04.     (N)    116 35 51.     (W)     SCALED    
 LR0179* NAVD 88     -      1467.046  (meters)    4813.13   (feet)  ADJUSTED  
 LR0179  ___________________________________________________________________
 LR0179  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 LR0179  DYNAMIC HT  -        1465.794 (meters)    4809.03  (feet)  COMP
 LR0179  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 LR0179
 LR0179  VERT ORDER  -  SECOND    CLASS 0
 LR0179
 LR0179.The horizontal coordinates were scaled from a topographic map and have
 LR0179.an estimated accuracy of +/- 6 seconds.
 LR0179
 LR0179.The orthometric height was determined by differential leveling
 LR0179.and adjusted by the National Geodetic Survey in June 1991..
 LR0179
 LR0179.The geoid height was determined by GEOID03.
 LR0179
 LR0179.The dynamic height is computed by dividing the NAVD 88
 LR0179.geopotential number by the normal gravity value computed on the
 LR0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0179.degrees latitude (g = 980.6199 gals.).
 LR0179
 LR0179.The modeled gravity was interpolated from observed gravity values.
 LR0179
 LR0179;                    North         East    Units  Estimated Accuracy
 LR0179;SPC NV E     - 8,620,240.      113,830.      MT  (+/- 180 meters Scaled)
 LR0179
 LR0179                          SUPERSEDED SURVEY CONTROL
 LR0179
 LR0179  NGVD 29 (??/??/92) 1465.926  (m)         4809.46   (f) ADJ UNCH    2 0
 LR0179
 LR0179.Superseded values are not recommended for survey control.
 LR0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0179.See file dsdata.txt to determine how the superseded data were derived.
 LR0179
 LR0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE341649(NAD 83)
 LR0179_MARKER: DB = BENCH MARK DISK
 LR0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0179_STAMPING: C 82 1934
 LR0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0179+STABILITY: SURFACE MOTION
 LR0179
 LR0179  HISTORY     - Date     Condition        Report By
 LR0179  HISTORY     - 1934     MONUMENTED       CGS
 LR0179
 LR0179                          STATION DESCRIPTION
 LR0179
 LR0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0179'14.8 MI NW FROM CORTEZ.
 LR0179'IN EUREKA COUNTY, 14.8 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE
 LR0179'POST OFFICE AT CORTEZ, LANDER COUNTY, AND 32 FEET EAST OF THE
 LR0179'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 82 1934 AND SET
 LR0179'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0365 ***********************************************************************
 LR0365  DESIGNATION -  C 87
 LR0365  PID         -  LR0365
 LR0365  STATE/COUNTY-  NV/HUMBOLDT
 LR0365  USGS QUAD   -  VALMY (1981)
 LR0365
 LR0365                         *CURRENT SURVEY CONTROL
 LR0365  ___________________________________________________________________
 LR0365* NAD 83(1986)-  40 50 42.     (N)    117 11 39.     (W)     SCALED    
 LR0365* NAVD 88     -      1348.171  (meters)    4423.12   (feet)  ADJUSTED  
 LR0365  ___________________________________________________________________
 LR0365  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 LR0365  DYNAMIC HT  -        1347.133 (meters)    4419.72  (feet)  COMP
 LR0365  MODELED GRAV-     979,807.5   (mgal)                       NAVD 88
 LR0365
 LR0365  VERT ORDER  -  FIRST     CLASS II
 LR0365
 LR0365.The horizontal coordinates were scaled from a topographic map and have
 LR0365.an estimated accuracy of +/- 6 seconds.
 LR0365
 LR0365.The orthometric height was determined by differential leveling
 LR0365.and adjusted by the National Geodetic Survey in June 1991..
 LR0365
 LR0365.The geoid height was determined by GEOID03.
 LR0365
 LR0365.The dynamic height is computed by dividing the NAVD 88
 LR0365.geopotential number by the normal gravity value computed on the
 LR0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0365.degrees latitude (g = 980.6199 gals.).
 LR0365
 LR0365.The modeled gravity was interpolated from observed gravity values.
 LR0365
 LR0365;                    North         East    Units  Estimated Accuracy
 LR0365;SPC NV W     - 4,677,360.      917,140.      MT  (+/- 180 meters Scaled)
 LR0365
 LR0365                          SUPERSEDED SURVEY CONTROL
 LR0365
 LR0365  NGVD 29 (??/??/92) 1347.139  (m)         4419.74   (f) ADJ UNCH    1 2
 LR0365
 LR0365.Superseded values are not recommended for survey control.
 LR0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0365.See file dsdata.txt to determine how the superseded data were derived.
 LR0365
 LR0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF836215(NAD 83)
 LR0365_MARKER: DB = BENCH MARK DISK
 LR0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0365_STAMPING: C 87 1958
 LR0365_MARK LOGO: CGS   
 LR0365_PROJECTION: PROJECTING 20 CENTIMETERS
 LR0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0365+STABILITY: SURFACE MOTION
 LR0365
 LR0365  HISTORY     - Date     Condition        Report By
 LR0365  HISTORY     - 1958     MONUMENTED       CGS
 LR0365  HISTORY     - 1984     GOOD             NGS
 LR0365
 LR0365                          STATION DESCRIPTION
 LR0365
 LR0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0365'5.05 MI NW FROM VALMY.
 LR0365'5.05 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LR0365'VALMY TO THE ELLISON RANCH ROAD, 225.0 FEET NORTHEAST OF THE
 LR0365'CENTERLINE OF HIGHWAY, 37.5 FEET NORTHWEST OF A DIRT ROAD, 6.0 FEET
 LR0365'EAST OF A METAL WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING
 LR0365'2 INCHES ABOVE GROUND SURFACE.
 LR0365
 LR0365                          STATION RECOVERY (1984)
 LR0365
 LR0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0365'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.3 KM
 LR0365'(5.2 MI) NORTHWEST ALONG INTERSTATE 80 FROM THE HIGHWAY OVERPASS
 LR0365'BRIDGE AT VALMY, 0.15 KM (0.1 MI) NORTHWEST OF MILEPOST 212,
 LR0365'71.0 METERS (233 FT) NORTHEAST ACROSS THE FRONTAGE ROAD FROM THE WEST
 LR0365'BOUND HIGHWAY CENTERLINE, 18.3 METERS (60 FT) NORTHEAST OF THE CENTER
 LR0365'OF THE FRONTAGE ROAD AND 11.4 METERS (37.5 FT) WEST OF THE CENTER OF A
 LR0365'GRAVEL ROAD LEADING NORTH.
 LR0365'THE MARK IS 1.8 METERS  N FROM A WITNESS POST.
 LR0365'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0075 ***********************************************************************
 LR0075  DESIGNATION -  C 88
 LR0075  PID         -  LR0075
 LR0075  STATE/COUNTY-  NV/EUREKA
 LR0075  USGS QUAD   -  CARLIN WEST (1985)
 LR0075
 LR0075                         *CURRENT SURVEY CONTROL
 LR0075  ___________________________________________________________________
 LR0075* NAD 83(1986)-  40 40 34.     (N)    116 13 14.     (W)     SCALED    
 LR0075* NAVD 88     -      1692.201  (meters)    5551.83   (feet)  ADJUSTED  
 LR0075  ___________________________________________________________________
 LR0075  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 LR0075  DYNAMIC HT  -        1690.768 (meters)    5547.13  (feet)  COMP
 LR0075  MODELED GRAV-     979,717.5   (mgal)                       NAVD 88
 LR0075
 LR0075  VERT ORDER  -  FIRST     CLASS II
 LR0075
 LR0075.The horizontal coordinates were scaled from a topographic map and have
 LR0075.an estimated accuracy of +/- 6 seconds.
 LR0075
 LR0075.The orthometric height was determined by differential leveling
 LR0075.and adjusted by the National Geodetic Survey in June 1991..
 LR0075
 LR0075.The geoid height was determined by GEOID03.
 LR0075
 LR0075.The dynamic height is computed by dividing the NAVD 88
 LR0075.geopotential number by the normal gravity value computed on the
 LR0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0075.degrees latitude (g = 980.6199 gals.).
 LR0075
 LR0075.The modeled gravity was interpolated from observed gravity values.
 LR0075
 LR0075;                    North         East    Units  Estimated Accuracy
 LR0075;SPC NV E     - 8,657,880.      146,130.      MT  (+/- 180 meters Scaled)
 LR0075
 LR0075                          SUPERSEDED SURVEY CONTROL
 LR0075
 LR0075  NGVD 29 (??/??/92) 1691.073  (m)         5548.13   (f) ADJ UNCH    1 2
 LR0075
 LR0075.Superseded values are not recommended for survey control.
 LR0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0075.See file dsdata.txt to determine how the superseded data were derived.
 LR0075
 LR0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF658030(NAD 83)
 LR0075_MARKER: DB = BENCH MARK DISK
 LR0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0075_STAMPING: C 88 1958
 LR0075_MARK LOGO: CGS   
 LR0075_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0075+STABILITY: SURFACE MOTION
 LR0075
 LR0075  HISTORY     - Date     Condition        Report By
 LR0075  HISTORY     - 1958     MONUMENTED       CGS
 LR0075  HISTORY     - 1983     MARK NOT FOUND   USGS
 LR0075  HISTORY     - 1984     GOOD             NGS
 LR0075
 LR0075                          STATION DESCRIPTION
 LR0075
 LR0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0075'6.9 MI SW FROM CARLIN.
 LR0075'6.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF 10TH
 LR0075'STREET AT CARLIN, 94.7 FEET NORTHWEST OF THE CENTERLINE OF THE
 LR0075'HIGHWAY, 6.9 FEET SOUTHEAST OF FENCE, 2.8 FEET SOUTH OF WITNESS POST.
 LR0075'SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE
 LR0075'AND ABOUT 15 FEET ABOVE THE HIGHWAY.
 LR0075
 LR0075                          STATION RECOVERY (1983)
 LR0075
 LR0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0075'MARK NOT FOUND.
 LR0075
 LR0075                          STATION RECOVERY (1984)
 LR0075
 LR0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0075'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.35 KM
 LR0075'(5.85 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF STATE
 LR0075'HIGHWAY 278 AT CARLIN, 0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST 274,
 LR0075'32.1 METERS (105.5 FT) NORTHWEST OF THE WEST BOUND HIGHWAY CENTERLINE
 LR0075'AND 29.1 METERS (95.5 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 LR0075'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 LR0075'THE MARK IS 4.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0181 ***********************************************************************
 HQ0181  DESIGNATION -  C P MASTER
 HQ0181  PID         -  HQ0181
 HQ0181  STATE/COUNTY-  NV/NYE
 HQ0181  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0181
 HQ0181                         *CURRENT SURVEY CONTROL
 HQ0181  ___________________________________________________________________
 HQ0181* NAD 83(1994)-  37 47 15.87922(N)    116 45 18.93353(W)     ADJUSTED  
 HQ0181* NAVD 88     -      1681.374  (meters)    5516.31   (feet)  ADJUSTED  
 HQ0181  ___________________________________________________________________
 HQ0181  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 HQ0181  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 HQ0181  DYNAMIC HT  -        1679.486 (meters)    5510.11  (feet)  COMP
 HQ0181  MODELED GRAV-     979,447.7   (mgal)                       NAVD 88
 HQ0181
 HQ0181  HORZ ORDER  -  FIRST
 HQ0181  VERT ORDER  -  FIRST     CLASS II
 HQ0181
 HQ0181.The horizontal coordinates were established by classical geodetic methods
 HQ0181.and adjusted by the National Geodetic Survey in June 1998..
 HQ0181
 HQ0181.The orthometric height was determined by differential leveling
 HQ0181.and adjusted by the National Geodetic Survey in June 1991..
 HQ0181
 HQ0181.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0181
 HQ0181.The geoid height was determined by GEOID03.
 HQ0181
 HQ0181.The dynamic height is computed by dividing the NAVD 88
 HQ0181.geopotential number by the normal gravity value computed on the
 HQ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0181.degrees latitude (g = 980.6199 gals.).
 HQ0181
 HQ0181.The modeled gravity was interpolated from observed gravity values.
 HQ0181
 HQ0181;                    North         East     Units Scale Factor Converg.
 HQ0181;SPC NV C     - 6,337,050.461   492,197.095   MT  0.99990075   -0 03 15.4
 HQ0181;SPC NV C     -20,790,806.39  1,614,816.64   sFT  0.99990075   -0 03 15.4
 HQ0181;UTM  11      - 4,182,293.428   521,549.379   MT  0.99960572   +0 08 59.9
 HQ0181
 HQ0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0181!SPC NV C     -   0.99974021  x   0.99990075  =   0.99964098
 HQ0181!UTM  11      -   0.99974021  x   0.99960572  =   0.99934603
 HQ0181
 HQ0181|---------------------------------------------------------------------|
 HQ0181| PID    Reference Object                     Distance      Geod. Az  |
 HQ0181|                                                           dddmmss.s |
 HQ0181| DC9894 C P MASTER RM 1                      20.142 METERS 16840     |
 HQ0181| HQ1045 TONOPAH TEST RNG BORE SIGHT TR      APPROX. 6.2 KM 2005749.6 |
 HQ0181| HQ1043 TONOPAH TEST RNG RONN COMM TWR      APPROX. 5.9 KM 2031504.6 |
 HQ0181| DC9895 C P MASTER RM 2                      26.867 METERS 23705     |
 HQ0181| HQ0170 CONTRAVES 20                        APPROX. 4.0 KM 3283514.3 |
 HQ0181|---------------------------------------------------------------------|
 HQ0181
 HQ0181                          SUPERSEDED SURVEY CONTROL
 HQ0181
 HQ0181  NAD 83(1992)-  37 47 15.87590(N)    116 45 18.94187(W) AD(       ) 1
 HQ0181  NAD 83(1986)-  37 47 15.87589(N)    116 45 18.94178(W) AD(       ) 1
 HQ0181  NAD 27      -  37 47 16.10030(N)    116 45 15.71438(W) AD(       ) 1
 HQ0181  NGVD 29 (07/19/86) 1680.27   (m)         5512.7    (f) LEVELING    3  
 HQ0181
 HQ0181.Superseded values are not recommended for survey control.
 HQ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0181.See file dsdata.txt to determine how the superseded data were derived.
 HQ0181
 HQ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2154982293(NAD 83)
 HQ0181_MARKER: DB = BENCH MARK DISK
 HQ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0181_STAMPING: C P MASTER 1968
 HQ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0181+STABILITY: SURFACE MOTION
 HQ0181
 HQ0181  HISTORY     - Date     Condition        Report By
 HQ0181  HISTORY     - 1968     MONUMENTED       CGS
 HQ0181  HISTORY     - 1968     GOOD             CGS
 HQ0181
 HQ0181                          STATION DESCRIPTION
 HQ0181
 HQ0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0181'STATION IS LOCATED ON THE TONOPAH TEST RANGE WHCIH IS 30 MILES
 HQ0181'SOUTH-SOUTHEAST OF TONOPAH.  IT IS IN THE NORTHEAST CORNER OF A
 HQ0181'FENCED IN AREA AT THE RANGE HEADQUARTERS.
 HQ0181'
 HQ0181'TO REACH FROM THE MAIN GUARD GATE (POINT ABLE), GO SOUTH ON
 HQ0181'SURFACED ROAD FOR 7 MILES TO RANGE HEADQUARTERS AND STATION ON
 HQ0181'RIGHT.
 HQ0181'
 HQ0181'STATION MARK, A STANDARD DISK STAMPED C-P MASTER 1968, IS SET IN
 HQ0181'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK IS 29
 HQ0181'FEET SOUTHWEST OF THE NORTHEAST CORNER OF FENCE, 24 FEET SOUTH OF
 HQ0181'FENCE AND 16.5 FEET WEST OF FENCE.
 HQ0181'
 HQ0181'REFERENCE MARK 1, A STANDARD DISK STAMPED C-P MASTER NO 1 1968,
 HQ0181'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 HQ0181'INCHES.  THE MARK IS 89 FEET SOUTH OF THE NORTHEAST CORNER OF
 HQ0181'FENCE AND 4 FEET WEST OF FENCE.
 HQ0181'
 HQ0181'REFERENCE MARK 2, A STANDARD DISK STAMPED C-P MASTER NO 2 1968,
 HQ0181'IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 16 BY 20
 HQ0181'FOOT CONCRETE SLAB.  THE MARK IS 116 FEET SOUTHWEST OF THE
 HQ0181'NORTHEAST FENCE CORNER, 92.5 FEET WEST OF FENCE AND 72.5 FEET
 HQ0181'SOUTH OF FENCE.
 HQ0181'
 HQ0181'C P RADAR 1, A PUNCH HOLE ON THE TOP SIDE OF A 2-INCH PIECE OF
 HQ0181'STRAP IRON WHICH IS AFFIXED TO THE RADAR INSTALLATION.
 HQ0181'
 HQ0181'NO AZIMUTH MARK ESTABLISHED.
 HQ0181'
 HQ0181'HEIGHT OF LIGHT ABOVE STATION MARK 15.7 METERS.
 HQ0181
 HQ0181                          STATION RECOVERY (1968)
 HQ0181
 HQ0181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0181'AT TONOPAH TEST RANGE.
 HQ0181'LOCATED ON THE TONOPAH TEST RANGE WHICH IS 30 MILES
 HQ0181'SOUTH-SOUTHEAST OF TONOPAH.  IT IS IN THE NORTHEAST CORNER OF
 HQ0181'A FENCED IN AREA AT THE RANGE HEADQUARTERS.  TO REACH FROM THE
 HQ0181'MAIN GUARD GATE (POINT ABLE), GO SOUTH ON SURFACED ROAD FOR
 HQ0181'7 MILES TO RANGE HEADQUARTERS AND STATION ON RIGHT.  SET IN
 HQ0181'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK IS
 HQ0181'29 FEET SOUTHWEST OF THE NORTHEAST CORNER OF FENCE, 24 FEET
 HQ0181'SOUTH OF FENCE AND 16.5 FEET WEST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0182 ***********************************************************************
 HQ0182  DESIGNATION -  C P MASTER RM 1
 HQ0182  PID         -  HQ0182
 HQ0182  STATE/COUNTY-  NV/NYE
 HQ0182  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0182
 HQ0182                         *CURRENT SURVEY CONTROL
 HQ0182  ___________________________________________________________________
 HQ0182* NAD 83(1986)-  37 47 21.     (N)    116 45 19.     (W)     SCALED    
 HQ0182* NAVD 88     -      1682.145  (meters)    5518.84   (feet)  ADJUSTED  
 HQ0182  ___________________________________________________________________
 HQ0182  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 HQ0182  DYNAMIC HT  -        1680.257 (meters)    5512.64  (feet)  COMP
 HQ0182  MODELED GRAV-     979,448.1   (mgal)                       NAVD 88
 HQ0182
 HQ0182  VERT ORDER  -  FIRST     CLASS II
 HQ0182
 HQ0182.The horizontal coordinates were scaled from a topographic map and have
 HQ0182.an estimated accuracy of +/- 6 seconds.
 HQ0182
 HQ0182.The orthometric height was determined by differential leveling
 HQ0182.and adjusted by the National Geodetic Survey in June 1991..
 HQ0182
 HQ0182.The geoid height was determined by GEOID03.
 HQ0182
 HQ0182.The dynamic height is computed by dividing the NAVD 88
 HQ0182.geopotential number by the normal gravity value computed on the
 HQ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0182.degrees latitude (g = 980.6199 gals.).
 HQ0182
 HQ0182.The modeled gravity was interpolated from observed gravity values.
 HQ0182
 HQ0182;                    North         East    Units  Estimated Accuracy
 HQ0182;SPC NV C     - 6,337,210.      492,200.      MT  (+/- 180 meters Scaled)
 HQ0182
 HQ0182                          SUPERSEDED SURVEY CONTROL
 HQ0182
 HQ0182.No superseded survey control is available for this station.
 HQ0182
 HQ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB215824(NAD 83)
 HQ0182_MARKER: DR = REFERENCE MARK DISK
 HQ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0182_STAMPING: C P MASTER NO 1 1968
 HQ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0182+STABILITY: SURFACE MOTION
 HQ0182
 HQ0182  HISTORY     - Date     Condition        Report By
 HQ0182  HISTORY     - 1968     MONUMENTED       CGS
 HQ0182
 HQ0182                          STATION DESCRIPTION
 HQ0182
 HQ0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0182'AT TONOPAH TEST RANGE.
 HQ0182'89 FEET SOUTH OF THE NORTHEAST CORNER OF FENCE AND 4 FEET WEST
 HQ0182'OF FENCE.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HQ0182'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0183 ***********************************************************************
 HQ0183  DESIGNATION -  C P MASTER RM 2
 HQ0183  PID         -  HQ0183
 HQ0183  STATE/COUNTY-  NV/NYE
 HQ0183  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0183
 HQ0183                         *CURRENT SURVEY CONTROL
 HQ0183  ___________________________________________________________________
 HQ0183* NAD 83(1986)-  37 47 19.     (N)    116 45 17.     (W)     SCALED    
 HQ0183* NAVD 88     -      1682.363  (meters)    5519.55   (feet)  ADJUSTED  
 HQ0183  ___________________________________________________________________
 HQ0183  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 HQ0183  DYNAMIC HT  -        1680.475 (meters)    5513.36  (feet)  COMP
 HQ0183  MODELED GRAV-     979,448.0   (mgal)                       NAVD 88
 HQ0183
 HQ0183  VERT ORDER  -  FIRST     CLASS II
 HQ0183
 HQ0183.The horizontal coordinates were scaled from a topographic map and have
 HQ0183.an estimated accuracy of +/- 6 seconds.
 HQ0183
 HQ0183.The orthometric height was determined by differential leveling
 HQ0183.and adjusted by the National Geodetic Survey in June 1991..
 HQ0183
 HQ0183.The geoid height was determined by GEOID03.
 HQ0183
 HQ0183.The dynamic height is computed by dividing the NAVD 88
 HQ0183.geopotential number by the normal gravity value computed on the
 HQ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0183.degrees latitude (g = 980.6199 gals.).
 HQ0183
 HQ0183.The modeled gravity was interpolated from observed gravity values.
 HQ0183
 HQ0183;                    North         East    Units  Estimated Accuracy
 HQ0183;SPC NV C     - 6,337,150.      492,240.      MT  (+/- 180 meters Scaled)
 HQ0183
 HQ0183                          SUPERSEDED SURVEY CONTROL
 HQ0183
 HQ0183.No superseded survey control is available for this station.
 HQ0183
 HQ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB215823(NAD 83)
 HQ0183_MARKER: DR = REFERENCE MARK DISK
 HQ0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0183_SP_SET: CONCRETE SLAB
 HQ0183_STAMPING: C P MASTER NO 2
 HQ0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0183
 HQ0183  HISTORY     - Date     Condition        Report By
 HQ0183  HISTORY     - 1968     MONUMENTED       CGS
 HQ0183  HISTORY     - 1968     GOOD             NGS
 HQ0183
 HQ0183                          STATION DESCRIPTION
 HQ0183
 HQ0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0183'AT TONOPAH TEST RANGE.
 HQ0183'116 FEET SOUTHWEST OF THE NORTHEAST FENCE CORNER, 92.5 FEET
 HQ0183'WEST OF FENCE AND 72.5 FEET SOUTH OF FENCE.  SET IN A DRILL
 HQ0183'HOLE IN THE SOUTHEAST CORNER OF A 16 BY 20 FOOT CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0051 ***********************************************************************
 LQ0051  DESIGNATION -  CA
 LQ0051  PID         -  LQ0051
 LQ0051  STATE/COUNTY-  NV/ELKO
 LQ0051  USGS QUAD   -  SILVER ZONE PASS (1982)
 LQ0051
 LQ0051                         *CURRENT SURVEY CONTROL
 LQ0051  ___________________________________________________________________
 LQ0051* NAD 83(1986)-  40 53 40.     (N)    114 16 24.     (W)     SCALED    
 LQ0051* NAVD 88     -      1646.416  (meters)    5401.62   (feet)  ADJUSTED  
 LQ0051  ___________________________________________________________________
 LQ0051  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 LQ0051  DYNAMIC HT  -        1645.103 (meters)    5397.31  (feet)  COMP
 LQ0051  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 LQ0051
 LQ0051  VERT ORDER  -  SECOND    CLASS 0
 LQ0051
 LQ0051.The horizontal coordinates were scaled from a topographic map and have
 LQ0051.an estimated accuracy of +/- 6 seconds.
 LQ0051
 LQ0051.The orthometric height was determined by differential leveling
 LQ0051.and adjusted by the National Geodetic Survey in June 1991..
 LQ0051
 LQ0051.The geoid height was determined by GEOID03.
 LQ0051
 LQ0051.The dynamic height is computed by dividing the NAVD 88
 LQ0051.geopotential number by the normal gravity value computed on the
 LQ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0051.degrees latitude (g = 980.6199 gals.).
 LQ0051
 LQ0051.The modeled gravity was interpolated from observed gravity values.
 LQ0051
 LQ0051;                    North         East    Units  Estimated Accuracy
 LQ0051;SPC NV E     - 8,682,750.      310,380.      MT  (+/- 180 meters Scaled)
 LQ0051
 LQ0051                          SUPERSEDED SURVEY CONTROL
 LQ0051
 LQ0051  NGVD 29 (??/??/92) 1645.476  (m)         5398.53   (f) ADJ UNCH    2 0
 LQ0051
 LQ0051.Superseded values are not recommended for survey control.
 LQ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0051.See file dsdata.txt to determine how the superseded data were derived.
 LQ0051
 LQ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF296306(NAD 83)
 LQ0051_MARKER: Z = SEE DESCRIPTION
 LQ0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LQ0051_SP_SET: TREE
 LQ0051_STAMPING: 1958
 LQ0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0051
 LQ0051  HISTORY     - Date     Condition        Report By
 LQ0051  HISTORY     - 1958     MONUMENTED       CGS
 LQ0051
 LQ0051                          STATION DESCRIPTION
 LQ0051
 LQ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0051'IN SHAFTER.
 LQ0051'COPPER NAIL AND WASHER BENCH MARK CA IS 74.5 FEET NORTHWEST OF THE
 LQ0051'ABOVE BENCH MARK AND IS ABOUT 4 INCHES ABOVE THE GROUND IN THE
 LQ0051'NORTHEAST ROOT OF A 40-INCH WILLOW TREE THAT IS GROWING IN THE EAST
 LQ0051'CORNER OF THE SECTION FOREMANS YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0949 ***********************************************************************
 HQ0949  DESIGNATION -  CAB
 HQ0949  PID         -  HQ0949
 HQ0949  STATE/COUNTY-  NV/ESMERALDA
 HQ0949  USGS QUAD   -  SYLVANIA CANYON (1987)
 HQ0949
 HQ0949                         *CURRENT SURVEY CONTROL
 HQ0949  ___________________________________________________________________
 HQ0949* NAD 83(1994)-  37 28 02.44154(N)    117 47 08.91150(W)     ADJUSTED  
 HQ0949* NAVD 88     -      1894.     (meters)    6214.     (feet)  SCALED    
 HQ0949  ___________________________________________________________________
 HQ0949  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 HQ0949  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 HQ0949
 HQ0949  HORZ ORDER  -  THIRD
 HQ0949
 HQ0949.The horizontal coordinates were established by classical geodetic methods
 HQ0949.and adjusted by the National Geodetic Survey in June 1998..
 HQ0949
 HQ0949.The orthometric height was scaled from a topographic map.
 HQ0949
 HQ0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0949
 HQ0949.The geoid height was determined by GEOID03.
 HQ0949
 HQ0949;                    North         East     Units Scale Factor Converg.
 HQ0949;SPC NV W     - 4,301,788.053   870,545.708   MT  0.99996128   +0 29 06.6
 HQ0949;SPC NV W     -14,113,449.64  2,856,115.38   sFT  0.99996128   +0 29 06.6
 HQ0949;SPC CA 3     -   610,837.979 2,240,060.311   MT  0.99994137   +1 39 42.2
 HQ0949;SPC CA 3     - 2,004,057.60  7,349,264.54   sFT  0.99994137   +1 39 42.2
 HQ0949;SPC CA 4     -   737,484.141 2,107,414.492   MT  1.00004855   +0 43 27.7
 HQ0949;SPC CA 4     - 2,419,562.55  6,914,075.71   sFT  1.00004855   +0 43 27.7
 HQ0949;UTM  11      - 4,147,008.385   430,511.498   MT  0.99965948   -0 28 40.9
 HQ0949
 HQ0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0949!SPC NV W     -   0.99970695  x   0.99996128  =   0.99966824
 HQ0949!SPC CA 3     -   0.99970695  x   0.99994137  =   0.99964834
 HQ0949!SPC CA 4     -   0.99970695  x   1.00004855  =   0.99975549
 HQ0949!UTM  11      -   0.99970695  x   0.99965948  =   0.99936653
 HQ0949
 HQ0949:                Primary Azimuth Mark                     Grid Az
 HQ0949:SPC NV W     -  BAB                                      296 57 49.8
 HQ0949:SPC CA 3     -  BAB                                      295 47 14.2
 HQ0949:SPC CA 4     -  BAB                                      296 43 28.7
 HQ0949:UTM  11      -  BAB                                      297 55 37.3
 HQ0949
 HQ0949|---------------------------------------------------------------------|
 HQ0949| PID    Reference Object                     Distance      Geod. Az  |
 HQ0949|                                                           dddmmss.s |
 HQ0949| HQ0960 BAB                                 APPROX. 3.6 KM 2972656.4 |
 HQ0949|---------------------------------------------------------------------|
 HQ0949
 HQ0949                          SUPERSEDED SURVEY CONTROL
 HQ0949
 HQ0949  NAD 83(1992)-  37 28 02.43948(N)    117 47 08.91115(W) AD(       ) 3
 HQ0949  NAD 83(1986)-  37 28 02.44283(N)    117 47 08.90947(W) AD(       ) 3
 HQ0949  NAD 27      -  37 28 02.68800(N)    117 47 05.59300(W) AD(       ) 3
 HQ0949
 HQ0949.Superseded values are not recommended for survey control.
 HQ0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0949.See file dsdata.txt to determine how the superseded data were derived.
 HQ0949
 HQ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB3051147008(NAD 83)
 HQ0949_MARKER: H = DRILL HOLE
 HQ0949_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0949_SP_SET: SET IN BEDROCK
 HQ0949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0949+STABILITY: POSITION/ELEVATION WELL
 HQ0949
 HQ0949  HISTORY     - Date     Condition        Report By
 HQ0949  HISTORY     - 1895     MONUMENTED       CGS
 HQ0949
 HQ0949                          STATION DESCRIPTION
 HQ0949
 HQ0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (EHS)
 HQ0949'THE STATION IS ON A HILL COVERED WITH LARGE BOULDERS AND NEAR
 HQ0949'THE W END IS A FAST, FLAT, OR NEARLY FLAT, ROCK RISING ABOUT
 HQ0949'A FOOT ABOVE THE GENERAL LEVEL.  A DRILL HOLE IN THE TOP OF
 HQ0949'THIS MARKS THE STATION.  A PILE OF STONES IS AROUND THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0364 ***********************************************************************
 MV0364  DESIGNATION -  CABIN
 MV0364  PID         -  MV0364
 MV0364  STATE/COUNTY-  NV/WASHOE
 MV0364  USGS QUAD   -  PINTO SPRINGS (1979)
 MV0364
 MV0364                         *CURRENT SURVEY CONTROL
 MV0364  ___________________________________________________________________
 MV0364* NAD 83(1994)-  41 15 51.50786(N)    119 43 12.23154(W)     ADJUSTED  
 MV0364* NAVD 88     -      1875.71   (+/-2cm)    6153.9    (feet)  VERTCON   
 MV0364  ___________________________________________________________________
 MV0364  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 MV0364  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 MV0364
 MV0364  HORZ ORDER  -  THIRD
 MV0364  VERT ORDER  -  THIRD ? (See Below)
 MV0364
 MV0364.The horizontal coordinates were established by classical geodetic methods
 MV0364.and adjusted by the National Geodetic Survey in June 1998..
 MV0364
 MV0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0364.The vertical order pertains to the NGVD 29 superseded value.
 MV0364
 MV0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0364
 MV0364.The geoid height was determined by GEOID03.
 MV0364
 MV0364;                    North         East     Units Scale Factor Converg.
 MV0364;SPC NV W     - 4,723,618.934   704,752.701   MT  1.00001162   -0 44 59.2
 MV0364;SPC NV W     -15,497,406.45  2,312,176.15   sFT  1.00001162   -0 44 59.2
 MV0364;UTM  11      - 4,571,667.021   272,143.420   MT  1.00023901   -1 47 41.1
 MV0364
 MV0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0364!SPC NV W     -   0.99970923  x   1.00001162  =   0.99972085
 MV0364!UTM  11      -   0.99970923  x   1.00023901  =   0.99994817
 MV0364
 MV0364:                Primary Azimuth Mark                     Grid Az
 MV0364:SPC NV W     -  HART                                     080 22 15.9
 MV0364:UTM  11      -  HART                                     081 24 57.8
 MV0364
 MV0364|---------------------------------------------------------------------|
 MV0364| PID    Reference Object                     Distance      Geod. Az  |
 MV0364|                                                           dddmmss.s |
 MV0364| MV0362 HART                                APPROX.11.4 KM 0793716.7 |
 MV0364|---------------------------------------------------------------------|
 MV0364
 MV0364                          SUPERSEDED SURVEY CONTROL
 MV0364
 MV0364  NAD 83(1992)-  41 15 51.50971(N)    119 43 12.23574(W) AD(       ) 3
 MV0364  NAD 83(1986)-  41 15 51.51548(N)    119 43 12.23891(W) AD(       ) 3
 MV0364  NAD 27      -  41 15 51.89313(N)    119 43 08.52187(W) AD(       ) 3
 MV0364  NGVD 29 (07/19/86) 1874.52   (m)         6150.0    (f) LEVELING    3  
 MV0364
 MV0364.Superseded values are not recommended for survey control.
 MV0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0364.See file dsdata.txt to determine how the superseded data were derived.
 MV0364
 MV0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF7214371667(NAD 83)
 MV0364_MARKER: DD = SURVEY DISK
 MV0364_SETTING: 66 = SET IN ROCK OUTCROP
 MV0364_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 MV0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0364+STABILITY: POSITION/ELEVATION WELL
 MV0364
 MV0364  HISTORY     - Date     Condition        Report By
 MV0364  HISTORY     - 1966     MONUMENTED       USGS
 MV0364
 MV0364                          STATION DESCRIPTION
 MV0364
 MV0364'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DHK)
 MV0364'LOCATED ABOUT 25 MI. SE. OF VYA.  23 MI. W. OF HIGH ROCK LAKE.  14.5
 MV0364'MI. E. OF THE NEVADA-CALIFORNIA BORDER.  ON THE HIGHEST TOP IN A
 MV0364'GROUP OF THREE.
 MV0364'
 MV0364'REACHED BY HELICOPTER.
 MV0364'
 MV0364'STATION MARK--A STANDARD TABLET STAMPED CABIN 1966 CEMENTED IN
 MV0364'DRILL HOLE IN ROCK.
 MV0364'
 MV0364'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0528 ***********************************************************************
 MT0528  DESIGNATION -  CABLE
 MT0528  PID         -  MT0528
 MT0528  STATE/COUNTY-  NV/ELKO
 MT0528  USGS QUAD   -  WELCOME (1967)
 MT0528
 MT0528                         *CURRENT SURVEY CONTROL
 MT0528  ___________________________________________________________________
 MT0528* NAD 83(1994)-  41 06 27.57230(N)    115 01 48.18816(W)     ADJUSTED  
 MT0528* NAVD 88     -      1785.274  (meters)    5857.19   (feet)  ADJUSTED  
 MT0528  ___________________________________________________________________
 MT0528  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 MT0528  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 MT0528  DYNAMIC HT  -        1783.778 (meters)    5852.28  (feet)  COMP
 MT0528  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 MT0528
 MT0528  HORZ ORDER  -  SECOND
 MT0528  VERT ORDER  -  SECOND    CLASS 0
 MT0528
 MT0528.The horizontal coordinates were established by classical geodetic methods
 MT0528.and adjusted by the National Geodetic Survey in June 1998..
 MT0528
 MT0528.The orthometric height was determined by differential leveling
 MT0528.and adjusted by the National Geodetic Survey in June 1991..
 MT0528
 MT0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0528
 MT0528.The geoid height was determined by GEOID03.
 MT0528
 MT0528.The dynamic height is computed by dividing the NAVD 88
 MT0528.geopotential number by the normal gravity value computed on the
 MT0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0528.degrees latitude (g = 980.6199 gals.).
 MT0528
 MT0528.The modeled gravity was interpolated from observed gravity values.
 MT0528
 MT0528;                    North         East     Units Scale Factor Converg.
 MT0528;SPC NV E     - 8,705,747.977   246,470.030   MT  0.99992657   +0 21 49.6
 MT0528;SPC NV E     -28,562,108.15    808,627.09   sFT  0.99992657   +0 21 49.6
 MT0528;UTM  11      - 4,552,578.318   665,410.228   MT  0.99993675   +1 17 43.8
 MT0528
 MT0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0528!SPC NV E     -   0.99972276  x   0.99992657  =   0.99964935
 MT0528!UTM  11      -   0.99972276  x   0.99993675  =   0.99965953
 MT0528
 MT0528|---------------------------------------------------------------------|
 MT0528| PID    Reference Object                     Distance      Geod. Az  |
 MT0528|                                                           dddmmss.s |
 MT0528| MT0529 CABLE RM 1                            7.322 METERS 09151     |
 MT0528| MT0527 CABLE RM 2                            7.825 METERS 21041     |
 MT0528| MT0516 TROUT                               APPROX. 4.8 KM 2621220.8 |
 MT0528|---------------------------------------------------------------------|
 MT0528
 MT0528                          SUPERSEDED SURVEY CONTROL
 MT0528
 MT0528  NAD 83(1994)-  41 06 27.57184(N)    115 01 48.18495(W) AD(       ) 2
 MT0528  NAD 83(1986)-  41 06 27.56929(N)    115 01 48.18203(W) AD(       ) 2
 MT0528  NAD 27      -  41 06 27.85221(N)    115 01 45.01431(W) AD(       ) 2
 MT0528  NGVD 29 (??/??/92) 1784.081  (m)         5853.27   (f) ADJ UNCH    2 0
 MT0528
 MT0528.Superseded values are not recommended for survey control.
 MT0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0528.See file dsdata.txt to determine how the superseded data were derived.
 MT0528
 MT0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF6541052578(NAD 83)
 MT0528_MARKER: DS = TRIANGULATION STATION DISK
 MT0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0528_STAMPING: CABLE 1957
 MT0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0528+STABILITY: SURFACE MOTION
 MT0528
 MT0528  HISTORY     - Date     Condition        Report By
 MT0528  HISTORY     - 1957     MONUMENTED       CGS
 MT0528  HISTORY     - 1957     GOOD             CGS
 MT0528  HISTORY     - 1967     GOOD             USGS
 MT0528
 MT0528                          STATION DESCRIPTION
 MT0528
 MT0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0528'THE STATION IS ON THE SUMMIT OF A SAGE-COVERED HILL ABOUT 3
 MT0528'MILES WEST OF WELLS AND 0.4 MILE SOUTH OF U.S. HIGHWAY 40, ALONG
 MT0528'THE BELL TELEPHONE COMPANY UNDERGROUND CABLE LINE.  THE HILL IS
 MT0528'SLIGHTLY ROUNDED AT THE STATION SITE WITH A STEEP SLOPE ON THE
 MT0528'WEST SIDE.
 MT0528'
 MT0528'TO REACH FROM THE SHELL SERVICE STATION ON U.S. HIGHWAY 40 IN
 MT0528'WELLS (WHICH IS ONE BLOCK SOUTH AND ONE BLOCK WEST OF THE POST
 MT0528'OFFICE), GO WESTERLY ON U.S. HIGHWAY 40 FOR 4.2 MILES TO A WIRE
 MT0528'GATE ON THE LEFT, SOUTH SIDE OF THE HIGHWAY.  TURN LEFT THROUGH
 MT0528'GATE, THEN LEFT ON THE ROAD EASTERLY ALONG THE TELEPHONE LINE
 MT0528'FOR 1.0 MILE TO A T-ROAD RIGHT.  TURN RIGHT, SOUTH, FOR 0.35
 MT0528'MILE TO THE CABLE LINE ROAD.  TURN RIGHT AND GO WEST FOR 0.35
 MT0528'MILE TO THE STATION ON THE LEFT, SOUTH SIDE OF THE CABLE LINE
 MT0528'ROAD.
 MT0528'
 MT0528'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 MT0528'SET IN CONCRETE CYLINDERS.
 MT0528'
 MT0528'THE STATION MARK, STAMPED CABLE 1957, PROJECTS ABOUT 3 INCHES.
 MT0528'IT IS 32-1/2 FEET SOUTH OF THE CENTER OF THE ROAD, 75-1/2 FEET
 MT0528'SOUTHEAST OF CABLE LINE SIGN POST NO. 41/3 AND 9 FEET
 MT0528'NORTH-NORTHWEST OF A WITNESS POST.
 MT0528'
 MT0528'REFERENCE MARK 1, STAMPED CABLE NO 1 1957, PROJECTS ABOUT 2 INCHES
 MT0528'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 MT0528'
 MT0528'REFERENCE MARK 2, STAMPED CABLE NO 2 1957, PROJECTS ABOUT 5
 MT0528'INCHES AND IS ALSO ABOUT THE SAME ELEVATION AS THE STATION.
 MT0528
 MT0528                          STATION RECOVERY (1957)
 MT0528
 MT0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MT0528'3.4 MI W FROM WELLS.
 MT0528'3.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0528'AVE. AND U.S. HIGHWAY 40 AT WELLS, THENCE SOUTH CROSS COUNTRY 0.4 MILE
 MT0528'TO TOP OF A SAGE COVERED HILL, 75.6 FEET SOUTHEAST OF UNDERGROUND
 MT0528'TELEPHONE CABLE, 24.02 FEET SOUTHWEST OF R.M. 1, 25.67 FEET NORTHWEST
 MT0528'OF R.M. 2, 9.0 FEET WEST OF WITNESS POST, SET IN A ROUND CONCRETE POST
 MT0528'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 MT0528
 MT0528                          STATION RECOVERY (1967)
 MT0528
 MT0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0529 ***********************************************************************
 MT0529  DESIGNATION -  CABLE RM 1
 MT0529  PID         -  MT0529
 MT0529  STATE/COUNTY-  NV/ELKO
 MT0529  USGS QUAD   -  WELCOME (1967)
 MT0529
 MT0529                         *CURRENT SURVEY CONTROL
 MT0529  ___________________________________________________________________
 MT0529* NAD 83(1986)-  41 06 28.     (N)    115 01 47.     (W)     SCALED    
 MT0529* NAVD 88     -      1785.272  (meters)    5857.18   (feet)  ADJUSTED  
 MT0529  ___________________________________________________________________
 MT0529  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 MT0529  DYNAMIC HT  -        1783.776 (meters)    5852.27  (feet)  COMP
 MT0529  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 MT0529
 MT0529  VERT ORDER  -  SECOND    CLASS 0
 MT0529
 MT0529.The horizontal coordinates were scaled from a topographic map and have
 MT0529.an estimated accuracy of +/- 6 seconds.
 MT0529
 MT0529.The orthometric height was determined by differential leveling
 MT0529.and adjusted by the National Geodetic Survey in June 1991..
 MT0529
 MT0529.The geoid height was determined by GEOID03.
 MT0529
 MT0529.The dynamic height is computed by dividing the NAVD 88
 MT0529.geopotential number by the normal gravity value computed on the
 MT0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0529.degrees latitude (g = 980.6199 gals.).
 MT0529
 MT0529.The modeled gravity was interpolated from observed gravity values.
 MT0529
 MT0529;                    North         East    Units  Estimated Accuracy
 MT0529;SPC NV E     - 8,705,760.      246,500.      MT  (+/- 180 meters Scaled)
 MT0529
 MT0529                          SUPERSEDED SURVEY CONTROL
 MT0529
 MT0529  NGVD 29 (??/??/92) 1784.078  (m)         5853.26   (f) ADJ UNCH    2 0
 MT0529
 MT0529.Superseded values are not recommended for survey control.
 MT0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0529.See file dsdata.txt to determine how the superseded data were derived.
 MT0529
 MT0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF654525(NAD 83)
 MT0529_MARKER: DR = REFERENCE MARK DISK
 MT0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0529_STAMPING: CABLE NO 1 1957
 MT0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0529+STABILITY: SURFACE MOTION
 MT0529
 MT0529  HISTORY     - Date     Condition        Report By
 MT0529  HISTORY     - 1957     MONUMENTED       CGS
 MT0529
 MT0529                          STATION DESCRIPTION
 MT0529
 MT0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0529'3.4 MI W FROM WELLS.
 MT0529'3.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0529'AVE. AND U.S. HIGHWAY 40 AT WELLS, THENCE SOUTH CROSS COUNTRY 0.4 MILE
 MT0529'TO TOP OF A SAGE COVERED HILL, 95.0 FEET EAST OF UNDERGROUND TELEPHONE
 MT0529'CABLE, 24.02 FEET NORTHEAST OF STATION MARK, SET IN A ROUND CONCRETE
 MT0529'POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0527 ***********************************************************************
 MT0527  DESIGNATION -  CABLE RM 2
 MT0527  PID         -  MT0527
 MT0527  STATE/COUNTY-  NV/ELKO
 MT0527  USGS QUAD   -  WELCOME (1967)
 MT0527
 MT0527                         *CURRENT SURVEY CONTROL
 MT0527  ___________________________________________________________________
 MT0527* NAD 83(1986)-  41 06 29.     (N)    115 01 49.     (W)     SCALED    
 MT0527* NAVD 88     -      1785.241  (meters)    5857.08   (feet)  ADJUSTED  
 MT0527  ___________________________________________________________________
 MT0527  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 MT0527  DYNAMIC HT  -        1783.745 (meters)    5852.17  (feet)  COMP
 MT0527  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 MT0527
 MT0527  VERT ORDER  -  SECOND    CLASS 0
 MT0527
 MT0527.The horizontal coordinates were scaled from a topographic map and have
 MT0527.an estimated accuracy of +/- 6 seconds.
 MT0527
 MT0527.The orthometric height was determined by differential leveling
 MT0527.and adjusted by the National Geodetic Survey in June 1991..
 MT0527
 MT0527.The geoid height was determined by GEOID03.
 MT0527
 MT0527.The dynamic height is computed by dividing the NAVD 88
 MT0527.geopotential number by the normal gravity value computed on the
 MT0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0527.degrees latitude (g = 980.6199 gals.).
 MT0527
 MT0527.The modeled gravity was interpolated from observed gravity values.
 MT0527
 MT0527;                    North         East    Units  Estimated Accuracy
 MT0527;SPC NV E     - 8,705,790.      246,450.      MT  (+/- 180 meters Scaled)
 MT0527
 MT0527                          SUPERSEDED SURVEY CONTROL
 MT0527
 MT0527  NGVD 29 (??/??/92) 1784.047  (m)         5853.16   (f) ADJ UNCH    2 0
 MT0527
 MT0527.Superseded values are not recommended for survey control.
 MT0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0527.See file dsdata.txt to determine how the superseded data were derived.
 MT0527
 MT0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF653526(NAD 83)
 MT0527_MARKER: DR = REFERENCE MARK DISK
 MT0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0527_STAMPING: CABLE NO 2 1957
 MT0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0527+STABILITY: SURFACE MOTION
 MT0527
 MT0527  HISTORY     - Date     Condition        Report By
 MT0527  HISTORY     - 1957     MONUMENTED       CGS
 MT0527
 MT0527                          STATION DESCRIPTION
 MT0527
 MT0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0527'3.4 MI W FROM WELLS.
 MT0527'3.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0527'AVE. AND U.S. HIGHWAY 40 AT WELLS, THENCE SOUTH CROSS COUNTRY 0.4 MILE
 MT0527'TO TOP OF A SAGE COVERED HILL, 84.0 FEET SOUTHEAST OF UNDERGROUND
 MT0527'TELEPHONE CABLE, 25.67 FEET NORTHEAST OF STATION MARK, SET IN A ROUND
 MT0527'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1053 ***********************************************************************
 HQ1053  DESIGNATION -  CACTUS PEAK
 HQ1053  PID         -  HQ1053
 HQ1053  STATE/COUNTY-  NV/NYE
 HQ1053  USGS QUAD   -  CACTUS PEAK (1987)
 HQ1053
 HQ1053                         *CURRENT SURVEY CONTROL
 HQ1053  ___________________________________________________________________
 HQ1053* NAD 83(1994)-  37 46 57.41410(N)    116 52 40.98800(W)     ADJUSTED  
 HQ1053* NAVD 88     -      2280.0    (meters)    7480.     (feet)  VERTCON   
 HQ1053  ___________________________________________________________________
 HQ1053  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 HQ1053  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 HQ1053
 HQ1053  HORZ ORDER  -  FIRST
 HQ1053
 HQ1053.The horizontal coordinates were established by classical geodetic methods
 HQ1053.and adjusted by the National Geodetic Survey in June 1998..
 HQ1053
 HQ1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1053
 HQ1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1053
 HQ1053.The geoid height was determined by GEOID03.
 HQ1053
 HQ1053;                    North         East     Units Scale Factor Converg.
 HQ1053;SPC NV C     - 6,336,498.562   481,380.665   MT  0.99990427   -0 07 46.2
 HQ1053;SPC NV C     -20,788,995.70  1,579,329.73   sFT  0.99990427   -0 07 46.2
 HQ1053;UTM  11      - 4,181,703.153   510,738.219   MT  0.99960142   +0 04 29.0
 HQ1053
 HQ1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1053!SPC NV C     -   0.99964633  x   0.99990427  =   0.99955064
 HQ1053!UTM  11      -   0.99964633  x   0.99960142  =   0.99924789
 HQ1053
 HQ1053|---------------------------------------------------------------------|
 HQ1053| PID    Reference Object                     Distance      Geod. Az  |
 HQ1053|                                                           dddmmss.s |
 HQ1053| DC9897 CACTUS PEAK RM 1                      4.345 METERS 02517     |
 HQ1053| DD7070 WIND TOWER                                         0642606.1 |
 HQ1053| DC9898 CACTUS PEAK RM 2                      9.482 METERS 16046     |
 HQ1053| DC9896 CACTUS PEAK AZ MK                                  2892318.5 |
 HQ1053|---------------------------------------------------------------------|
 HQ1053
 HQ1053                          SUPERSEDED SURVEY CONTROL
 HQ1053
 HQ1053  NAD 83(1992)-  37 46 57.41121(N)    116 52 40.99653(W) AD(       ) 1
 HQ1053  NAD 83(1986)-  37 46 57.41091(N)    116 52 40.99629(W) AD(       ) 1
 HQ1053  NAD 27      -  37 46 57.63695(N)    116 52 37.75676(W) AD(       ) 1
 HQ1053  NGVD 29 (07/19/86) 2278.8    (m)         7476.     (f) VERT ANG       
 HQ1053
 HQ1053.Superseded values are not recommended for survey control.
 HQ1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1053.See file dsdata.txt to determine how the superseded data were derived.
 HQ1053
 HQ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB1073881703(NAD 83)
 HQ1053_MARKER: DD = SURVEY DISK
 HQ1053_SETTING: 66 = SET IN ROCK OUTCROP
 HQ1053
 HQ1053  HISTORY     - Date     Condition        Report By
 HQ1053  HISTORY     - 1933     MONUMENTED       USGS
 HQ1053  HISTORY     - 1950     GOOD             CGS
 HQ1053  HISTORY     - 1952     GOOD             AMS
 HQ1053  HISTORY     - 1968     GOOD             CGS
 HQ1053
 HQ1053                          STATION DESCRIPTION
 HQ1053
 HQ1053'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (FGJ)
 HQ1053'STATION IS ON THE HIGHEST PEAK IN THE VICINITY, 25 MILES
 HQ1053'S OF TONOPAH AND IS LOCALLY KNOWN AS CACTUS PEAK.
 HQ1053'
 HQ1053'STATION MARK, A U.S.G.S. DISK WEDGED IN A DRILL HOLE IN
 HQ1053'OUTCROPPING BEDROCK.  REFERENCE MARKS
 HQ1053'ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 HQ1053'
 HQ1053'REACHED FROM TONOPAH AS FOLLOWS--GO S ON THE LAS VEGAS ROAD
 HQ1053'0.8 MILE AND TURN LEFT OFF THE HIGHWAY AND FOLLOW THE
 HQ1053'MAIN-TRAVELED ROAD 4.0 MILES, TAKE THE RIGHT FORK, GO 2.9
 HQ1053'MILES AND TAKE THE LEFT FORK, GO 2.8 MILES AND TAKE THE LEFT
 HQ1053'FORK, CONTINUE ON THIS ROAD FOR 3.9 MILES, FROM HERE THE ROAD
 HQ1053'LEADING ACROSS A DRY LAKEBED AND THE ROAD CAN NOT BE
 HQ1053'DISTINGUISHED, PICK A POINT JUST TO THE RIGHT OF CACTUS PEAK
 HQ1053'(WHICH IS THE HIGHEST PEAK TO THE S) AS THE OBJECTIVE,
 HQ1053'AND CONTINUE ACROSS THE LAKE TO WHERE THE ROAD WILL BE
 HQ1053'FOUND, FROM HERE FOLLOW THE MAIN-TRAVELED ROAD (RIGHT
 HQ1053'HAND) FOR 3.1 MILES, TAKE THE LEFT FORK, AND GO 6.0 MILES TO
 HQ1053'AN OLD MINE DUMP ON THE RIGHT OF THE ROAD.  LEAVE TRUCK
 HQ1053'HERE AND FOLLOW UP STREAM BED AND THENCE UP THE N SIDE
 HQ1053'OF THE PEAK TO TOP AND STATION.  ABOUT 1-1/2 HOURS FROM
 HQ1053'TRUCK.
 HQ1053
 HQ1053                          STATION RECOVERY (1950)
 HQ1053
 HQ1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ1053'THE STATION AND REFERNCE MARKS WERE FOUND IN GOOD CONDITION.
 HQ1053'SLIGHT DIFFERENCE WERE FOUND IN THE DISTANCE TO REFERENCE
 HQ1053'MARK NUMBER 1 AND THE DIRECTIONS TO REFERENCE MARKS NUMBERS
 HQ1053'1 AND 2.  AN AZIMUTH MARK WAS ESTABLISHED AND THE DESCRIPTION
 HQ1053'OF THE ROUTE TO THE STATION WAS REVISED.  A NEW AND CORRECTED
 HQ1053'DESCRIPTION FOLLOWS.
 HQ1053'
 HQ1053'THE STATION IS LOCATED ABOUT 27 MILES SOUTHEAST OF TONOPAH
 HQ1053'AND ABOUT 20 MILES EAST NORTHEAST OF GOLDFIELD, ON A REDDISH-BROWN
 HQ1053'COLORED PEAK WHICH IS THE HIGHEST AND MOST PROMINENT PEAK
 HQ1053'IN THE VICINITY AND IS LOCALLY KNOWN AS CACTUS PEAK.  THE
 HQ1053'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK THAT IS
 HQ1053'LOCATED ON THE HIGHEST POINT OF THE MOUNTAIN.  IT IS SET IN
 HQ1053'BEDROCK THAT PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE.  IT IS
 HQ1053'NOT STAMPED.
 HQ1053'
 HQ1053'REFERENCE MARK NUMBER 1, STAMPED CACTUS PK. NO. 1 USGS 1933,
 HQ1053'IS A STANDARD REFERENCE MARK DISK THAT IS SET IN A BOULDER
 HQ1053'THAT PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE.
 HQ1053'
 HQ1053'REFERENCE MARK NUMBER 2, STAMPED CACTUS PK. NO. 2 USGS 1933,
 HQ1053'IS A STANDARD REFERENCE MARK DISK THAT IS SET IN THE TOP OF A
 HQ1053'BOULDER THAT PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE.  THE
 HQ1053'MARK IS ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 HQ1053'
 HQ1053'THE AZIMUTH MARK, STAMPED CACTUS PEAK USGS 1950, IS A STANDARD
 HQ1053'AZIMUTH MARK DISK THAT IS SET IN THE TOP OF A BOULDER THAT
 HQ1053'PROJECTS ABOUT 10 INCHES ABOVE THE SURFACE.  THE MARK IS 4
 HQ1053'FEET EAST OF A WHITE WITNESS POST, ABOUT 35 PACES NORTHEAST
 HQ1053'OF AND ABOUT 10 FEET HIGHER THAN THE BOTTOM OF THE WASH USED
 HQ1053'IN THE TRAVEL TO THE STATION.
 HQ1053'
 HQ1053'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO
 HQ1053'SOUTH ON U.S. HIGHWAY 95 FOR 0.9 MILE TO A ROAD TO THE LEFT
 HQ1053'THAT PARALLELS THE HIGHWAY.  TURN LEFT AND FOLLOW THE MAIN
 HQ1053'TRAVELED ROAD THROUGH THE CITY DUMP FOR 4.35 MILES TO A Y
 HQ1053'FORK JUST EAST OF A LOW SHARP PEAK.  CACTUS PEAK IS VISIBLE
 HQ1053'ABOUT 20 MILES TO THE SOUTH.  TAKE THE RIGHT FORK AND GO 2.1
 HQ1053'MILES TO A WARNING SIGN THAT INDICATES A BOMBING AREA.
 HQ1053'CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO A FORK.  TAKE THE LEFT
 HQ1053'FORK AND GO 2.95 MILES TO A Y FORK.  TAKE THE LEFT FORK AND
 HQ1053'GO 4.0 MILES TO THE EDGE OF A DRY LAKE BED.  CROSS THE LAKE
 HQ1053'BED IN BEARING 143 DEGREES (TRUE), A DISTANCE OF 4.9 MILES,
 HQ1053'TO THE ROAD ON THE OTHER SIDE.  CONTINUE ALONG THE OLD TRACK
 HQ1053'ROAD FOR 2.15 MILES TO A REVERSE Y FORK.  CONTINUE STRAIGHT
 HQ1053'AHEAD FOR 0.1 MILE TO A Y FORK.  TAKE THE RIGHT FORK,
 HQ1053'STRAIGHT AHEAD, CROSSING A DRY LAKE BED FOR A DISTANCE OF
 HQ1053'1.05 MILES TO A Y FORK.  TAKE THE LEFT FORK (A VERY DIM TRACK
 HQ1053'ROAD) AND GO 3.0 MILES TO A POIONT WHERE THE ROAD ENTERS
 HQ1053'THE WASH.  CONTINUE UP THE WASH FOR 0.5 MILE TO A POINT
 HQ1053'WHERE THE ROAD LEAVES THE WASH.  LEAVE THE WASH TO THE
 HQ1053'LEFT ON DIM TRACKS AND GO 1.4 MILE TO WHERE THE ROAD
 HQ1053'AGAIN ENTERS THE WASH.  AFTER THE WASH AND GO 0.45 MILE TO
 HQ1053'THE AZIMUTH MARK ON THE LEFT (EAST) SIDE OF THE WASH AS
 HQ1053'DESCRIBED ABOVE.  CONTINUE UP THE WAS FOR 0.45 MILE TO A
 HQ1053'POINT ABOUT 150 FEET NORTH OF AN OLD MINE DUMP.  BEAR LEFT,
 HQ1053'LEAVING THE WASH, AND DRIVE TOWARD THE BASE OF THE PEAK
 HQ1053'FOR A DISTANCE OF 0.7 MILE TO THE END OF TRUCK TRAVEL.
 HQ1053'PACK EASTERLY TO THE HIGHEST POINT AND THE STATION.  A 1 HOUR PACK.
 HQ1053'
 HQ1053'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 HQ1053
 HQ1053                          STATION RECOVERY (1952)
 HQ1053
 HQ1053'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ1053'STATION RECOVERED IN GOOD CONDITION.
 HQ1053'
 HQ1053'THE STATION IS LOCATED 17 FEET NORTH OF HIGH POINT OF PEAK,
 HQ1053'IN A SLIGHT EAST-WEST SADDLE.  DIRECTLY ON LINE WITH A RIDGE
 HQ1053'LINE TO SE AND MAIN STRAIGHT SEGMENT OF A RIDGE LINE TO THE
 HQ1053'SW.  56 FOOT SOUTH OF CENTER OF A SLIGHT DEPRESSION, AT THE
 HQ1053'APPROXIMATE CENTER OF TOP OF PEAK, AND IS 1.2 FEET HIGHER
 HQ1053'THAN CENTER OF A SLIGHT DEPRESSION.
 HQ1053'
 HQ1053'THE STATION MARK IS A STANDARD BRONZE B.M. TABLET, SET IN A
 HQ1053'2-1/4 X 2 FEET IMBEDDED BOULDER, PROJECTING 6 INCHES ON
 HQ1053'TOP OF A VERY STEEP CONICAL PEAK, THE SIDES OF WHICH ARE
 HQ1053'COVERED WITH ROCK SLIDES, THE TOP BEING AN OVAL ROCK STREWN
 HQ1053'SUMMIT.
 HQ1053'
 HQ1053'REFERENCE MARK 1, A STANDARD DISK STAMPED CACTUS NO 1 1933,
 HQ1053'SET IN 1-1/2 X 2 FOOT BOULDER, PROJECTING 9 INCHES.
 HQ1053'
 HQ1053'REFERENCE MARK 2, A STANDARD DISK STAMPED CACTUS NO 2 1933,
 HQ1053'SET IN 3 X 1 FOOT BOULDER, PROJECTING 6 INCHES.
 HQ1053'
 HQ1053'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CACTUS NO 3, SET IN A
 HQ1053'1 X 2 FOOT BOULDER, 3 FEET NW OF A WITNESS POST.
 HQ1053
 HQ1053                          STATION RECOVERY (1968)
 HQ1053
 HQ1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ1053'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HQ1053'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD CHANGES
 HQ1053'A NEW AND CORRECT DESCRIPTION FOLLOWS.
 HQ1053'
 HQ1053'STATION IS LOCATED ABOUT 25 MLES SOUTHEAST OF TONOPAH, 8 MILES
 HQ1053'WEST OF THE TEST RANGE HEADQUARTERS, ON THE HIGHEST PEAK IN
 HQ1053'THE VICINITY AND IS LOCALLY KNOWN AS CACTUS PEAK.
 HQ1053'
 HQ1053'TO REACH FROM THE TEST RANGE HEADQUARTERS GO WEST ON SURFACED
 HQ1053'ROAD FOR 0.1 MILE TO A CROSSROAD, CONTINUE WEST FOR 0.05
 HQ1053'MILE TO A DIRT ROAD LEFT, TURN LEFT AND GO SOUTHWEST FOR
 HQ1053'5.4 MILES TO CACTUS SPRINGS (CORRAL, SHED AND SPRING) AND A
 HQ1053'T-ROAD, TURN RIGHT AND GO WESTERLY ON MAIN ROAD FOR 0.9 MILE
 HQ1053'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.3 MILE
 HQ1053'TO A FORK, KEEP THE LEFT FORK ON TRACK ROAD FOR 5.6 MILES TO AN
 HQ1053'OLD MINE DUMP ON THE LEFT (CONTINUE AHEAD FOR 0.4 MILE TO THE
 HQ1053'AZIMUTH MARK ON THE RIGHT), TURN RIGHT LEAVING TRACK ROAD AND
 HQ1053'PICK WAY UP RIDGE SOUTHEAST FOR 0.6 MILE TO THE END OF TRUCK
 HQ1053'TRAVEL, PACK EAST AND NORTHEAST FOR ABOUT 3/4 MILE TO THE
 HQ1053'SOUTH SHOULDER OF THE PEAK, THEN NORTHERLY TO THE HIGHEST
 HQ1053'POINT AND STATION.
 HQ1053'
 HQ1053'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, WITH NO
 HQ1053'STAMPING ON THE DISK, ON THE HIGHEST PART OF MOUNTAIN.  IT
 HQ1053'IS SET IN BEDROCK THAT PROJECTS 5 INCHES ABOVE THE SURFACE.
 HQ1053'
 HQ1053'REFERENCE MARK 1, IS A STANDARD DISK STAMPED CACTUS PK. NO
 HQ1053'1 USGS 1933 CEMENTED IN A DRILL HOLE SE IN A BOULDER THAT
 HQ1053'PROJECTS 8 INCHES ABOVE THE SURFACE AND ABOUT THE SAME ELEVATION
 HQ1053'AS THE STATION.
 HQ1053'
 HQ1053'REFERENCE MARK 2, IS A STANDARD DISK STAMPED CACTUS PK. NO
 HQ1053'2 USGS 1933 CEMENTED IN A DRILL HOLE SET IN A BOULDER THAT
 HQ1053'PROJECTS 3 INCHES AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 HQ1053'
 HQ1053'AZIMUTH MARK IS A STANDARD DISK STAMPED CACTUS PEAK USGS 1950,
 HQ1053'IT IS CEMENTED IN A DRILL HOLE SET IN BEDROCK WHICH PROJECTS
 HQ1053'10 INCHES, 4 FEET EAST OF A 4 X 4 WOODEN WITNESS POST, 35
 HQ1053'PACES NORTH OF A WASH AND ABOUT 10 FEET HIGHER THAN THE
 HQ1053'BOTTOM OF THE WASH.
 HQ1053'
 HQ1053'NOTE.  NO MEASUREMENTS WAS MADE BETWEEN REFERENCE MARKS DUE
 HQ1053'TO LARGE BOULDERS ON LINE.  A FOUR-WHEEL DRIVE NEEDED FOR
 HQ1053'THE LAST 0.6 MILE, ABOUT A 1 HOUR PACK FROM THE END OF TRUCK
 HQ1053'TRAVEL.
 HQ1053'
 HQ1053'NOTE--THE AZIMUTH MARK WAS NOT CUT IN AT THIS TIME DUE TO
 HQ1053'LIGHT BEING BLOWN OVER.
 HQ1053'
 HQ1053'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 HQ1053'
 HQ1053'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--25 MILES
 HQ1053'SOUTHEAST OF TONOPAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0845 ***********************************************************************
 LR0845  DESIGNATION -  CAIN CREEK
 LR0845  PID         -  LR0845
 LR0845  STATE/COUNTY-  NV/PERSHING
 LR0845  USGS QUAD   -  CAIN MOUNTAIN (1990)
 LR0845
 LR0845                         *CURRENT SURVEY CONTROL
 LR0845  ___________________________________________________________________
 LR0845* NAD 83(1994)-  40 01 26.93761(N)    117 32 36.16828(W)     ADJUSTED  
 LR0845* NAVD 88     -      2565.3    (meters)    8416.     (feet)  VERTCON   
 LR0845  ___________________________________________________________________
 LR0845  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 LR0845  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 LR0845
 LR0845  HORZ ORDER  -  FIRST
 LR0845
 LR0845.The horizontal coordinates were established by classical geodetic methods
 LR0845.and adjusted by the National Geodetic Survey in June 1998..
 LR0845
 LR0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0845
 LR0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0845
 LR0845.The geoid height was determined by GEOID03.
 LR0845
 LR0845;                    North         East     Units Scale Factor Converg.
 LR0845;SPC NV W     - 4,585,811.693   888,766.304   MT  0.99999697   +0 40 07.9
 LR0845;SPC NV W     -15,045,283.86  2,915,894.12   sFT  0.99999697   +0 40 07.9
 LR0845;UTM  11      - 4,430,578.964   453,633.462   MT  0.99962647   -0 20 58.1
 LR0845
 LR0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0845!SPC NV W     -   0.99960118  x   0.99999697  =   0.99959815
 LR0845!UTM  11      -   0.99960118  x   0.99962647  =   0.99922779
 LR0845
 LR0845:                Primary Azimuth Mark                     Grid Az
 LR0845:SPC NV W     -  CAIN CREEK AZ MK                         013 58 49.6
 LR0845:UTM  11      -  CAIN CREEK AZ MK                         014 59 55.6
 LR0845
 LR0845|---------------------------------------------------------------------|
 LR0845| PID    Reference Object                     Distance      Geod. Az  |
 LR0845|                                                           dddmmss.s |
 LR0845| DB6440 CAIN CREEK AZ MK                                   0143857.5 |
 LR0845| DB6442 CAIN CREEK RM 2                       3.940 METERS 23507     |
 LR0845| DB6441 CAIN CREEK RM 1                       9.434 METERS 34810     |
 LR0845|---------------------------------------------------------------------|
 LR0845
 LR0845                          SUPERSEDED SURVEY CONTROL
 LR0845
 LR0845  NAD 83(1986)-  40 01 26.94022(N)    117 32 36.16001(W) AD(       ) 1
 LR0845  NAD 27      -  40 01 27.24400(N)    117 32 32.75500(W) AD(       ) 1
 LR0845  NGVD 29 (07/19/86) 2564.1    (m)         8412.     (f) VERT ANG       
 LR0845
 LR0845.Superseded values are not recommended for survey control.
 LR0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0845.See file dsdata.txt to determine how the superseded data were derived.
 LR0845
 LR0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME5363330579(NAD 83)
 LR0845_MARKER: DS = TRIANGULATION STATION DISK
 LR0845_SETTING: 66 = SET IN ROCK OUTCROP
 LR0845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0845+STABILITY: POSITION/ELEVATION WELL
 LR0845
 LR0845  HISTORY     - Date     Condition        Report By
 LR0845  HISTORY     - 1934     MONUMENTED       CGS
 LR0845  HISTORY     - 1958     GOOD             CGS
 LR0845  HISTORY     - 1965     GOOD             USGS
 LR0845  HISTORY     - 1965     GOOD             USGS
 LR0845
 LR0845                          STATION DESCRIPTION
 LR0845
 LR0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 LR0845'ABOUT 55 MILES SOUTHWEST OF BATTLE MOUNTAIN.  STATION IS ON THE
 LR0845'HIGHEST POINT OF A HIGH ROCKY RIDGE THAT LIES BETWEEN DIXIE
 LR0845'VALLEY AND THE REESE RIVER VALLEY, WHICH RIDGE RUNS ABOUT NORTH
 LR0845'AND SOUTH AND HAS SHEER ROCK CLIFFS ABOUT 500 FEET HIGH ON THE
 LR0845'WEST SIDE.  IT IS 32 MILES NORTHEAST OF DIXIS VALLEY SETTLEMENT
 LR0845'AND 46 MILES NORTHWEST OF AUSTIN.
 LR0845'
 LR0845'BEST REACHED FROM BATTLE MOUNTAIN AS FOLLOWS--GO SOUTHWEST
 LR0845'ON THE DIXIE VALLEY ROAD 64 MILES TO JENKINS LOWER RANCH,
 LR0845'PASS AIR BEACON AT 28 MILES, ALLARD RANCH AT 48 MILES, JENKINS
 LR0845'(HOME STATION) RANCH AT 52 MILES AND MC COY RANCH AT 60 MINES.
 LR0845'FROM JENKINS LOWER RANCH TAKE OLD WOOD ROAD FOR 2 MILES TOWARD
 LR0845'MOUNTAIN, THE END OF TRUCK TRAVEL.  CLIMB UP THE LEFT HAD
 LR0845'CANYON, THEN CLIMB THE LEFT RIDGE TO A LARGE FLAT AREA, GO
 LR0845'EAST TOWARD THE ROCK CLIFFS UNTIL WITHIN 1/4 MILE OF THEM
 LR0845'WHERE A TRAIL WILL BE FOUND, FOLLOW THIS TRAIL NORTH ABOUT 1
 LR0845'MILE, ASCEND THE RIDGE NORTH OF THE CLIFFS, PICK UP A TRAIL ON
 LR0845'THE EAST SIDE OF THE RIDGE THAT LEADS TO THE TOP.  THE ROCK
 LR0845'CLIFFS CAN BE SEEN FOR MILES.  A FIVE-HOUR PACK ALL HARD
 LR0845'GOING AND DANGEROUS TO COME OFF AT NIGHT, LAST WATER AT
 LR0845'LOWER RANCH.  A FOUR-HOUR DRIVE FROM BATTLE MOUNTAIN TO
 LR0845'STATION ARE DIRT AND GRAVEL MOSTLY BAD AND LOCAL INFORMATION
 LR0845'WILL BE NEEDED TO MAKE THIS TRIP.  THE ROAD FROM THE STATION
 LR0845'THROUGH DIXIE VALLEY TO THE SOUTH IS VERY BAD AND IMPASSABLE
 LR0845'IN WET WEATHER.
 LR0845'
 LR0845'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS.
 LR0845'
 LR0845'AN AZIMUTH MARK WAS ESTABLISHED ON ROCKY POINT 1/4 MILE
 LR0845'WEST OF STATION BUT DIRECTION WAS NOT TAKEN BECAUSE OF THE
 LR0845'DANGER OF HUNTING FOR IT AFTER DARK.
 LR0845
 LR0845                          STATION RECOVERY (1958)
 LR0845
 LR0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ILC)
 LR0845'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  THE AZIMUTH
 LR0845'MARK WAS NOT SEARCHED FOR DUE TO FINDING A BETTER WAY TO THE
 LR0845'STATION FROM THE EAST SIDE.  A NEW AZIMUTH MARK WAS SET AND IS
 LR0845'DESCRIBED BELOW.  A COMPLETE DESCRIPTION FOLLOWS.
 LR0845'
 LR0845'STATION IS LOCATED, AIRLINE, ABOUT 55 MILES SOUTHWEST OF BATTLE
 LR0845'MOUNTAIN, 46 MILES NORTHWEST OF AUSTIN, 32 MILES NORTHEAST OF THE
 LR0845'DIXIE VALLEY SETTLEMENT AND ON THE HIGHEST POINT OF A ROCKY
 LR0845'RIDGE THAT LIES BETWEEN DIXIE VALLEY AND REESE RIVER VALLEY
 LR0845'AND HAS SHEER ROCK CLIFFS ABOUT 500 FEET HIGH ON THE WEST SIDE.
 LR0845'IT IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  THE LOWER
 LR0845'JENKINS RANCH IS ABOUT 3-1/2 MILES WEST AND THE STATION CAN BE
 LR0845'REACHED FROM THERE BUT IT IS A MUCH HARDER PACK.
 LR0845'
 LR0845'STATION IS REACHED AS FOLLOWS--FROM THE MAIN INTERSECTION IN
 LR0845'BATTLE MOUNTAIN, GO SOUTHWEST ON STATE HIGHWAY 8A FOR 12.0
 LR0845'MILES TO A SIDE ROAD ON THE RIGHT AND A SIGN BUFFALO VALLEY ROAD.
 LR0845'TURN RIGHT AS PER SIGN AND GO 2.4 MILES TO A FORK.  TAKE THE
 LR0845'LEFT FORK AND FOLLOW THE MAIN ROAD FOR 34.0 MILES TO A SIDE
 LR0845'ROAD ON THE LEFT.  THIS IS 1 MILE NORTH OF THE JENKINS HOME
 LR0845'STATION RANCH.  TURN LEFT ON THE SIDE ROAD AND GO 2.4 MILES
 LR0845'TO A WOODEN BRIDGE.  CONTINUE SOUTHERLY FOR 6.4 MILES TO A
 LR0845'CROSS ROAD AT THE TOP OF THE DIVIDE.  CONTINUE STRAIGHT AHEAD,
 LR0845'SOUTHERLY (OFF THE MAIN ROAD ON THE LEFT) AND GO 2.2 MILES TO A
 LR0845'CROSS ROAD.  TURN RIGHT AND GO 0.2 MILE TO A DIM TRACK
 LR0845'TRAIL ON THE RIGHT.  TURN RIGHT AND FOLLOW THE TRUCK TRAIL
 LR0845'WESTERLY UP A LONG RIDGE TOWARDS THE STATION HILL FOR
 LR0845'ABOUT 4.3 MILES TO THE END OF TRUCK TRAVEL AT A DRAW ON THE
 LR0845'RIGHT.  FROM HERE PACK UP THE DRAW ON THE RIGHT FOR ABOUT 1/2
 LR0845'MILE, THEN BEAR RIGHT, ONTO THE RIDGE ON THE RIGHT, AND
 LR0845'FOLLOW IT WESTERLY TO THE HIGHEST POINT AND THE STATION.
 LR0845'THIS IS A 2 HOUR PACK.
 LR0845'
 LR0845'STATION MARK, STAMPED CAIN CREEK 1934, IS A STANDARD DISK
 LR0845'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 6 INCHES IN
 LR0845'DIAMETER AND PROJECTING 2 INCHES.
 LR0845'
 LR0845'REFERENCE MARK NUMBER 1, STAMPED CAIN CREEK NO 1 1934, IS
 LR0845'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 LR0845'THAT PROJECTS 6 INCHES ON THE LOWER SIDE AND IS 1-1/2 FEET LOWER
 LR0845'THAN THE STATION.
 LR0845'
 LR0845'REFERENCE MARK NUMBER 2, STAMPED CAIN CREEK NO 2 1934, IS A
 LR0845'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER 3 BY 2
 LR0845'FEET, PROJECTS 2 FEET ON THE LOWER SIDE AND IS 1 FOOT LOWER
 LR0845'THAN THE STATION.
 LR0845'
 LR0845'AZIMUTH MARK, STAMPED CAIN CREEK 1934, IS A STANDARD DISK
 LR0845'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 LR0845'6 INCHES.  IT IS 25 FEET NORTH OF A 2-1/2 FOOT CAIRN, 20
 LR0845'FEET SOUTH OF WHERE THE RIDGE DROPS OFF TO A SHEER CLIFF AND
 LR0845'IS IN A SMALL SADDLE OF THE RIDGE ABOUT 1/4 MILE NORTH NORTHEAST
 LR0845'OF THE STATION.
 LR0845
 LR0845                          STATION RECOVERY (1965)
 LR0845
 LR0845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LR0845'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40117-3, STATION 1007.
 LR0845'
 LR0845'STATION REACHED BY HELICOPTER.
 LR0845'
 LR0845'STATION MARK--A STANDARD DISK STAMPED---CAIN CREEK 1934---CEMENTED
 LR0845'IN A DRILL HOLE IN OUTCROPPING BEDROCK 6 INCHES IN DIAMETER AND
 LR0845'PROJECTING 2 INCHES.
 LR0845
 LR0845                          STATION RECOVERY (1965)
 LR0845
 LR0845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LR0845'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40117-3, STATION 1007.
 LR0845'STATION REACHED BY HELICOPTER. STATION MARK--A STANDARD BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0516 ***********************************************************************
 MV0516  DESIGNATION -  CAIRN
 MV0516  PID         -  MV0516
 MV0516  STATE/COUNTY-  NV/HUMBOLDT
 MV0516  USGS QUAD   -  BILK CREEK RESERVOIR (1990)
 MV0516
 MV0516                         *CURRENT SURVEY CONTROL
 MV0516  ___________________________________________________________________
 MV0516* NAD 83(1994)-  41 42 45.92638(N)    118 23 32.29555(W)     ADJUSTED  
 MV0516* NAVD 88     -      1916.3    (meters)    6287.     (feet)  VERTCON   
 MV0516  ___________________________________________________________________
 MV0516  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 MV0516  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 MV0516
 MV0516  HORZ ORDER  -  THIRD
 MV0516
 MV0516.The horizontal coordinates were established by classical geodetic methods
 MV0516.and adjusted by the National Geodetic Survey in June 1998..
 MV0516
 MV0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0516
 MV0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0516
 MV0516.The geoid height was determined by GEOID03.
 MV0516
 MV0516;                    North         East     Units Scale Factor Converg.
 MV0516;SPC NV W     - 4,772,814.709   815,896.291   MT  0.99990311   +0 07 37.6
 MV0516;SPC NV W     -15,658,809.59  2,676,819.75   sFT  0.99990311   +0 07 37.6
 MV0516;UTM  11      - 4,618,821.311   384,174.229   MT  0.99976509   -0 55 35.5
 MV0516
 MV0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0516!SPC NV W     -   0.99970265  x   0.99990311  =   0.99960579
 MV0516!UTM  11      -   0.99970265  x   0.99976509  =   0.99946781
 MV0516
 MV0516|---------------------------------------------------------------------|
 MV0516| PID    Reference Object                     Distance      Geod. Az  |
 MV0516|                                                           dddmmss.s |
 MV0516| CS8499 CAIRN RM 2                            4.709 METERS 08637     |
 MV0516| CS8498 CAIRN RM 1                            6.005 METERS 21246     |
 MV0516|---------------------------------------------------------------------|
 MV0516
 MV0516                          SUPERSEDED SURVEY CONTROL
 MV0516
 MV0516  NAD 83(1991)-  41 42 45.92803(N)    118 23 32.29501(W) AD(       ) 3
 MV0516  NGVD 29 (11/09/93) 1915.1    (m)         6283.     (f) VERT ANG       
 MV0516
 MV0516.Superseded values are not recommended for survey control.
 MV0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0516.See file dsdata.txt to determine how the superseded data were derived.
 MV0516
 MV0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG8417418821(NAD 83)
 MV0516_MARKER: DD = SURVEY DISK
 MV0516_SETTING: 80 = SET IN A BOULDER
 MV0516_SP_SET: SET IN DRILL HOLE IN A BOULDER
 MV0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0516+STABILITY: SURFACE MOTION
 MV0516
 MV0516  HISTORY     - Date     Condition        Report By
 MV0516  HISTORY     - 1960     MONUMENTED       USGS
 MV0516
 MV0516                          STATION DESCRIPTION
 MV0516
 MV0516'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MV0516'LOCATED ABOUT 23 MI SE. OF DENIO, 10 MI NNE. OF QUINN RIVER
 MV0516'CROSSING RANCH, ABOUT 7 MI W. OF NINE MILE RANCH.  ON HIGHEST
 MV0516'POINT OF ROCKY RIDGE THAT SLOPES UP TO W. AND DROPS OFF SHARPLY.
 MV0516'
 MV0516'TO REACH FROM ENTRANCE AND SIGNS POINTING TO QUINN RIVER CROSSING
 MV0516'AND RANCH ON STATE HWY. 8A, GO 10.35 MI N. TOWARD DENIO TO DIRT
 MV0516'RD. RIGHT.  TURN RIGHT 0.4 MI TO FORKS.  TAKE LEFT FORK 0.2 MI TO
 MV0516'FORKS.  TAKE LEFT FORK 0.2 MI TO FORKS.  TAKE RIGHT FORK 1.6 MI TO
 MV0516'X-RDS.  TURN RIGHT 4 MI TO DIM RD. RIGHT ABOUT 500 FT E. OF
 MV0516'CORRAL.  TURN RIGHT 0.1 MI TO FORKS NEAR BOTTOM OF CANYON.  TURN
 MV0516'RIGHT 3.35 MI TO FORKS.  TURN LEFT 1.9 MI TO POINT IN RD. OPPOSITE
 MV0516'LOW POINT ON RIDGE S.  TURN RIGHT CROSS-COUNTRY UP SLOPE TO RIDGE
 MV0516'THENCE RIGHT ALONG RIDGE TO ROCK OUTCROP AND END OF TRUCK TRAVEL
 MV0516'0.3 MI.  HIKE W. UP RIDGE ABOUT 0.3 MI TO TOP AND STATION.
 MV0516'
 MV0516'STATION MARK--STANDARD TALET STAMPED---CAIRN 1960---, CEMENTED IN
 MV0516'DRILL HOLE IN TOP OF ROCK IN PLACE, FLUSH WITH GROUND.
 MV0516'
 MV0516'RM 1--STANDARD RM TABLET STAMPED---NO 1 1960---, CEMENTED IN DRILL
 MV0516'HOLE IN TOP OF ROCK IN PLACE.
 MV0516'
 MV0516'RM 2--STANDARD RM TABLET STAMPED---NO 2 1960---, CEMENTED IN DRILL
 MV0516'HOLE IN TOP OF ROCK IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8032 ***********************************************************************
 AH8032  DESIGNATION -  CAIRN
 AH8032  PID         -  AH8032
 AH8032  STATE/COUNTY-  NV/EUREKA
 AH8032  USGS QUAD   -  TONKIN SUMMIT (1986)
 AH8032
 AH8032                         *CURRENT SURVEY CONTROL
 AH8032  ___________________________________________________________________
 AH8032* NAD 83(1994)-  39 55 45.83148(N)    116 28 09.65354(W)     ADJUSTED  
 AH8032* NAVD 88     -      2470.5    (meters)    8105.     (feet)  VERTCON   
 AH8032  ___________________________________________________________________
 AH8032  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 AH8032  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 AH8032
 AH8032  HORZ ORDER  -  THIRD
 AH8032
 AH8032.The horizontal coordinates were established by classical geodetic methods
 AH8032.and adjusted by the National Geodetic Survey in February 1999..
 AH8032
 AH8032.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8032
 AH8032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8032
 AH8032.The geoid height was determined by GEOID03.
 AH8032
 AH8032;                    North         East     Units Scale Factor Converg.
 AH8032;SPC NV E     - 8,575,149.804   124,268.943   MT  0.99997058   -0 34 07.4
 AH8032;SPC NV E     -28,133,637.32    407,705.69   sFT  0.99997058   -0 34 07.4
 AH8032;UTM  11      - 4,420,055.867   545,343.009   MT  0.99962531   +0 20 26.2
 AH8032
 AH8032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8032!SPC NV E     -   0.99961578  x   0.99997058  =   0.99958637
 AH8032!UTM  11      -   0.99961578  x   0.99962531  =   0.99924124
 AH8032
 AH8032                          SUPERSEDED SURVEY CONTROL
 AH8032
 AH8032  NGVD 29 (02/26/99) 2469.2    (m)         8101.     (f) VERT ANG       
 AH8032
 AH8032.Superseded values are not recommended for survey control.
 AH8032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8032.See file dsdata.txt to determine how the superseded data were derived.
 AH8032
 AH8032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE4534320056(NAD 83)
 AH8032_MARKER: 72 = CAIRN
 AH8032
 AH8032  HISTORY     - Date     Condition        Report By
 AH8032  HISTORY     - 1937     FIRST OBSERVED   USGS
 AH8032
 AH8032                          STATION DESCRIPTION
 AH8032
 AH8032'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 AH8032'INTERSECTED ONLY.
 AH8032'LOCATED 27 MI N. AND 29 MI W. OF EUREKA, ON DIVIDE BETWEEN DENAY AND
 AH8032'MCCLUSKY CREEKS (SIMPSON PARK RANGE), ON TOP OF HIGH BALD MOUNTAIN
 AH8032'WHICH IS SLIGHTLY LOWER THAN A THINLY-TIMBERED TOP ABOUT 1 MI TO N. ON
 AH8032'SAME RANGE. STATION IS ON HIGHEST POINT.
 AH8032'SEE 1955 RECOVERYFOR TO REACH.
 AH8032'STATION MARK--2.9-FT CAIRN (CENTER WAS RELOCATED BY TAPE AND A WOODEN
 AH8032'HUB WAS WEDGED IN ROCKS)
 AH8032'RM 1--STANDARD RM TABLET STAMPED---1 CAIRN 1945---, CEMENTED IN ROCK
 AH8032'OUTCROP.
 AH8032'RM 2--STANDARD RM TABLET STAMPED---2 CAIRN 1945---, CEMENTED IN ROCK
 AH8032'OUTCROP.
 AH8032'TO REACH FROM EUREKA WHERE U.S. HWY. 50 INTERSECTS RD. TO PALISADE,
 AH8032'DRIVE 24 MI W. ON U.S. HWY. 50. TAKE T-RD. N. TOWARD BEOWAVE 24.6 MI
 AH8032'PASSING THREE-BAR RANCH. TAKE LEFT FORK TOWERD MCCLUSKY CANYON 1.1 MI.
 AH8032'TAKE RIGHT FORK TOWARD SPRING 0.5 MI. LEAVE RD. N. THROUGH LOW SAGE ON
 AH8032'WEST SIDE OF BIG DRAINAGE 4 MI. LEAVE TRUCK ON BENCH AND WALK N. 300
 AH8032'YARDS TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0848 ***********************************************************************
 MT0848  DESIGNATION -  CAIRN 10 MILES NW OF JARBIDGE
 MT0848  PID         -  MT0848
 MT0848  STATE/COUNTY-  NV/ELKO
 MT0848  USGS QUAD   -  BEARPAW MOUNTAIN (1986)
 MT0848
 MT0848                         *CURRENT SURVEY CONTROL
 MT0848  ___________________________________________________________________
 MT0848* NAD 83(1994)-  41 55 10.02246(N)    115 31 59.59820(W)     ADJUSTED  
 MT0848* NAVD 88     -                                                        
 MT0848  ___________________________________________________________________
 MT0848  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 MT0848  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 MT0848
 MT0848  HORZ ORDER  -  THIRD
 MT0848
 MT0848.The horizontal coordinates were established by classical geodetic methods
 MT0848.and adjusted by the National Geodetic Survey in June 1998..
 MT0848
 MT0848
 MT0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0848
 MT0848.The geoid height was determined by GEOID03.
 MT0848
 MT0848;                    North         East     Units Scale Factor Converg.
 MT0848;SPC NV E     - 8,795,753.367   204,156.601   MT  0.99990021   +0 02 00.5
 MT0848;SPC NV E     -28,857,400.84    669,803.78   sFT  0.99990021   +0 02 00.5
 MT0848;SPC ID W     -    28,097.390   817,981.684   MT  0.99993731   +0 08 41.4
 MT0848;UTM  11      - 4,641,873.229   621,629.616   MT  0.99978204   +0 58 48.2
 MT0848
 MT0848                          SUPERSEDED SURVEY CONTROL
 MT0848
 MT0848  NAD 83(1986)-  41 55 10.02005(N)    115 31 59.59664(W) AD(       ) 4
 MT0848  NAD 27      -  41 55 10.36700(N)    115 31 56.32329(W) AD(       ) 3
 MT0848
 MT0848.Superseded values are not recommended for survey control.
 MT0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0848.See file dsdata.txt to determine how the superseded data were derived.
 MT0848
 MT0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG2163041873(NAD 83)
 MT0848_MARKER: 72 = CAIRN
 MT0848
 MT0848  HISTORY     - Date     Condition        Report By
 MT0848  HISTORY     - 1948     FIRST OBSERVED   CGS
 MT0848
 MT0848                          STATION DESCRIPTION
 MT0848
 MT0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 MT0848'STATION LOCATED BY INTERSECTION.
 MT0848'
 MT0848'THE CAIRN IS ABOUT 10 MILES NORTHWEST OF JARBIDGE, 13 MILES
 MT0848'SOUTHWEST OF MURPHYS HOT SPRINGS, ON A SPUR RIDGE OF THE MAIN
 MT0848'MOUNTAIN AND ABOUT 1/2 MILE EAST-NORTHEAST OF STATION KLONDYKE.
 MT0848'
 MT0848'THE CAIRN IS ABOUT 3 FEET HIGH WITH A POLE PROJECTING FROM
 MT0848'ITS CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1858 ***********************************************************************
 GR1858  DESIGNATION -  CAIRN AT EAST END OF RIDGE
 GR1858  PID         -  GR1858
 GR1858  STATE/COUNTY-  NV/CLARK
 GR1858  USGS QUAD   -  HOOVER DAM (1997)
 GR1858
 GR1858                         *CURRENT SURVEY CONTROL
 GR1858  ___________________________________________________________________
 GR1858* NAD 83(1994)-  36 00 22.42151(N)    114 44 53.48527(W)     ADJUSTED  
 GR1858* NAVD 88     -                                                        
 GR1858  ___________________________________________________________________
 GR1858  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 GR1858  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR1858
 GR1858  HORZ ORDER  -  THIRD
 GR1858
 GR1858.The horizontal coordinates were established by classical geodetic methods
 GR1858.and adjusted by the National Geodetic Survey in June 1998..
 GR1858
 GR1858
 GR1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1858
 GR1858.The geoid height was determined by GEOID03.
 GR1858
 GR1858;                    North         East     Units Scale Factor Converg.
 GR1858;SPC NV E     - 8,139,684.052   275,286.951   MT  0.99996982   +0 29 27.5
 GR1858;SPC NV E     -26,704,946.76    903,170.61   sFT  0.99996982   +0 29 27.5
 GR1858;SPC AZ W     -   555,683.254   123,371.135   MT  1.00003308   -0 35 12.7
 GR1858;SPC AZ W     - 1,823,107.79    404,760.94   iFT  1.00003308   -0 35 12.7
 GR1858;UTM  11      - 3,986,984.470   702,950.567   MT  1.00010755   +1 19 27.2
 GR1858
 GR1858                          SUPERSEDED SURVEY CONTROL
 GR1858
 GR1858  NAD 83(1992)-  36 00 22.42151(N)    114 44 53.48509(W) AD(       ) 4
 GR1858  NAD 83(1986)-  36 00 22.41029(N)    114 44 53.47445(W) AD(       ) 4
 GR1858  NAD 27      -  36 00 22.48000(N)    114 44 50.53700(W) AD(       ) 3
 GR1858
 GR1858.Superseded values are not recommended for survey control.
 GR1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1858.See file dsdata.txt to determine how the superseded data were derived.
 GR1858
 GR1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0295186984(NAD 83)
 GR1858_MARKER: 72 = CAIRN
 GR1858
 GR1858  HISTORY     - Date     Condition        Report By
 GR1858  HISTORY     - 1935     FIRST OBSERVED   CGS
 GR1858
 GR1858                          STATION DESCRIPTION
 GR1858
 GR1858'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0460 ***********************************************************************
 MU0460  DESIGNATION -  CAIRN E
 MU0460  PID         -  MU0460
 MU0460  STATE/COUNTY-  NV/ELKO
 MU0460  USGS QUAD   -  HAT PEAK (1987)
 MU0460
 MU0460                         *CURRENT SURVEY CONTROL
 MU0460  ___________________________________________________________________
 MU0460* NAD 83(1994)-  41 54 20.74848(N)    116 23 30.69904(W)     ADJUSTED  
 MU0460* NAVD 88     -      1839.     (meters)    6033.     (feet)  SCALED    
 MU0460  ___________________________________________________________________
 MU0460  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 MU0460  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 MU0460
 MU0460  HORZ ORDER  -  SECOND
 MU0460
 MU0460.The horizontal coordinates were established by classical geodetic methods
 MU0460.and adjusted by the National Geodetic Survey in June 1998..
 MU0460
 MU0460.The orthometric height was scaled from a topographic map.
 MU0460
 MU0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0460
 MU0460.The geoid height was determined by GEOID03.
 MU0460
 MU0460;                    North         East     Units Scale Factor Converg.
 MU0460;SPC NV E     - 8,794,548.172   132,920.600   MT  0.99995535   -0 32 24.1
 MU0460;SPC NV E     -28,853,446.79    436,090.34   sFT  0.99995535   -0 32 24.1
 MU0460;SPC ID W     -    26,753.738   746,746.379   MT  0.99996822   -0 25 43.4
 MU0460;UTM  11      - 4,639,492.126   550,438.984   MT  0.99963130   +0 24 22.3
 MU0460
 MU0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0460!SPC NV E     -   0.99971435  x   0.99995535  =   0.99966971
 MU0460!SPC ID W     -   0.99971435  x   0.99996822  =   0.99968258
 MU0460!UTM  11      -   0.99971435  x   0.99963130  =   0.99934575
 MU0460
 MU0460                          SUPERSEDED SURVEY CONTROL
 MU0460
 MU0460  NAD 83(1986)-  41 54 20.74931(N)    116 23 30.69814(W) AD(       ) 2
 MU0460  NAD 27      -  41 54 21.11600(N)    116 23 27.31600(W) AD(       ) 2
 MU0460
 MU0460.Superseded values are not recommended for survey control.
 MU0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0460.See file dsdata.txt to determine how the superseded data were derived.
 MU0460
 MU0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG5043939492(NAD 83)
 MU0460_MARKER: 72 = CAIRN
 MU0460
 MU0460  HISTORY     - Date     Condition        Report By
 MU0460  HISTORY     - 1956     FIRST OBSERVED   CGS
 MU0460
 MU0460                          STATION DESCRIPTION
 MU0460
 MU0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MU0460'THE CAIRN IS ON WHAT IS KNOWN LOCALLY AS HAT PEAK, ABOUT
 MU0460'22 MILES WEST NORTHWEST OF MOUNTAIN CITY, NEVADA, AND ABOUT
 MU0460'15 MILES WEST SOUTHWEST OF OWYHEE, NEVADA.
 MU0460'
 MU0460'THE POINT TRAVERSED TO IS A STICK IN THE APPROXIMATE CENTER
 MU0460'OF THE CAIRN THAT IS ABOUT 6 FEET HIGH AND 3 FEET IN DIAMETER.
 MU0460'THE POINT TRAVERSED TO IS 6.30 FEET, OR 1.920 METERS EAST-NORTHEAST
 MU0460'OF TRIANGULATION STATION OREGON BUTTE (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0861 ***********************************************************************
 MT0861  DESIGNATION -  CAIRN G
 MT0861  PID         -  MT0861
 MT0861  STATE/COUNTY-  NV/ELKO
 MT0861  USGS QUAD   -  WINTER RIDGE (1986)
 MT0861
 MT0861                         *CURRENT SURVEY CONTROL
 MT0861  ___________________________________________________________________
 MT0861* NAD 83(1994)-  41 59 39.73790(N)    115 59 22.66392(W)     ADJUSTED  
 MT0861* NAVD 88     -      2371.     (meters)    7779.     (feet)  SCALED    
 MT0861  ___________________________________________________________________
 MT0861  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 MT0861  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 MT0861
 MT0861  HORZ ORDER  -  SECOND
 MT0861
 MT0861.The horizontal coordinates were established by classical geodetic methods
 MT0861.and adjusted by the National Geodetic Survey in June 1998..
 MT0861
 MT0861.The orthometric height was scaled from a topographic map.
 MT0861
 MT0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0861
 MT0861.The geoid height was determined by GEOID03.
 MT0861
 MT0861;                    North         East     Units Scale Factor Converg.
 MT0861;SPC NV E     - 8,804,152.827   166,338.476   MT  0.99991394   -0 16 18.6
 MT0861;SPC NV E     -28,884,958.07    545,728.82   sFT  0.99991394   -0 16 18.6
 MT0861;SPC ID W     -    36,423.540   780,146.134   MT  0.99993818   -0 09 37.2
 MT0861;UTM  11      - 4,649,645.011   583,684.370   MT  0.99968617   +0 40 33.7
 MT0861
 MT0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0861!SPC NV E     -   0.99963078  x   0.99991394  =   0.99954475
 MT0861!SPC ID W     -   0.99963078  x   0.99993818  =   0.99956898
 MT0861!UTM  11      -   0.99963078  x   0.99968617  =   0.99931707
 MT0861
 MT0861                          SUPERSEDED SURVEY CONTROL
 MT0861
 MT0861  NAD 83(1986)-  41 59 39.73513(N)    115 59 22.66369(W) AD(       ) 2
 MT0861  NAD 27      -  41 59 40.08800(N)    115 59 19.31900(W) AD(       ) 2
 MT0861
 MT0861.Superseded values are not recommended for survey control.
 MT0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0861.See file dsdata.txt to determine how the superseded data were derived.
 MT0861
 MT0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG8368449645(NAD 83)
 MT0861_MARKER: 72 = CAIRN
 MT0861
 MT0861  HISTORY     - Date     Condition        Report By
 MT0861  HISTORY     - 1956     FIRST OBSERVED   CGS
 MT0861
 MT0861                          STATION DESCRIPTION
 MT0861
 MT0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MT0861'THE CAIRN IS ABOUT 8 FEET IN HEIGHT AND 8 FEET IN DIAMETER
 MT0861'AND HAS A 2 INCH POLE MARKING THE APPROXIMATE CENTER WHICH
 MT0861'PROJECTS ABOUT 10 FEET FROM THE TOP OF THE CAIRN.  THE CAIRN
 MT0861'IS 6.56 FEET AND 2.00 METERS NORTHEAST OF TRIANGULATION STATION
 MT0861'RESERVATION (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0866 ***********************************************************************
 HQ0866  DESIGNATION -  CAIRN ON NW END COLE MTN RNG
 HQ0866  PID         -  HQ0866
 HQ0866  STATE/COUNTY-  NV/NYE
 HQ0866  USGS QUAD   -  GOLDFIELD (1987)
 HQ0866
 HQ0866                         *CURRENT SURVEY CONTROL
 HQ0866  ___________________________________________________________________
 HQ0866* NAD 83(1994)-  37 44 02.40900(N)    117 08 48.35766(W)     ADJUSTED  
 HQ0866* NAVD 88     -                                                        
 HQ0866  ___________________________________________________________________
 HQ0866  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 HQ0866  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 HQ0866
 HQ0866  HORZ ORDER  -  THIRD
 HQ0866
 HQ0866.The horizontal coordinates were established by classical geodetic methods
 HQ0866.and adjusted by the National Geodetic Survey in June 1998..
 HQ0866
 HQ0866
 HQ0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0866
 HQ0866.The geoid height was determined by GEOID03.
 HQ0866
 HQ0866;                    North         East     Units Scale Factor Converg.
 HQ0866;SPC NV C     - 6,331,190.964   457,683.942   MT  0.99992205   -0 17 37.8
 HQ0866;SPC NV C     -20,771,582.35  1,501,584.73   sFT  0.99992205   -0 17 37.8
 HQ0866;SPC NV W     - 4,332,054.054   926,622.332   MT  1.00009742   +0 52 45.4
 HQ0866;SPC NV W     -14,212,747.34  3,040,093.43   sFT  1.00009742   +0 52 45.4
 HQ0866;UTM  11      - 4,176,312.850   487,067.928   MT  0.99960206   -0 05 23.4
 HQ0866
 HQ0866                          SUPERSEDED SURVEY CONTROL
 HQ0866
 HQ0866  NAD 83(1992)-  37 44 02.40668(N)    117 08 48.36394(W) AD(       ) 4
 HQ0866  NAD 83(1986)-  37 44 02.40732(N)    117 08 48.36663(W) AD(       ) 4
 HQ0866  NAD 27      -  37 44 02.64000(N)    117 08 45.08800(W) AD(       ) 3
 HQ0866
 HQ0866.Superseded values are not recommended for survey control.
 HQ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0866.See file dsdata.txt to determine how the superseded data were derived.
 HQ0866
 HQ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB8706876313(NAD 83)
 HQ0866_MARKER: 72 = CAIRN
 HQ0866
 HQ0866  HISTORY     - Date     Condition        Report By
 HQ0866  HISTORY     - 1950     FIRST OBSERVED   CGS
 HQ0866
 HQ0866                          STATION DESCRIPTION
 HQ0866
 HQ0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0866'THE STATION IS LOCATED ABOUT 23.5 MILES AIR LINE SOUTH OF
 HQ0866'TONOPAH, ABOUT 5.5 MILES AIR LINE EAST-NORTHEAST OF GOLDFIELD
 HQ0866'AND ABOUT 1 MILE AIR LINE NORTHWEST OF THE STATION COLE, ON
 HQ0866'THE HIGHEST POINT OF THE NORTHWEST ONE OF TWO SIMILAR HIGH
 HQ0866'HILLS THAT COMPOSE THE COLE MOUNTAIN RANGE.  IT IS ABOUT 6 FEET
 HQ0866'IN ELEVATION.  THE POINT TAKEN WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0379 ***********************************************************************
 JP0379  DESIGNATION -  CAIRN SE OF MOUNT GRAFTON
 JP0379  PID         -  JP0379
 JP0379  STATE/COUNTY-  NV/WHITE PINE
 JP0379  USGS QUAD   -  MT GRAFTON (1978)
 JP0379
 JP0379                         *CURRENT SURVEY CONTROL
 JP0379  ___________________________________________________________________
 JP0379* NAD 83(1994)-  38 40 42.02112(N)    114 44 02.83219(W)     ADJUSTED  
 JP0379* NAVD 88     -                                                        
 JP0379  ___________________________________________________________________
 JP0379  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 JP0379  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 JP0379
 JP0379  HORZ ORDER  -  THIRD
 JP0379
 JP0379.The horizontal coordinates were established by classical geodetic methods
 JP0379.and adjusted by the National Geodetic Survey in June 1998..
 JP0379
 JP0379
 JP0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0379
 JP0379.The geoid height was determined by GEOID03.
 JP0379
 JP0379;                    North         East     Units Scale Factor Converg.
 JP0379;SPC NV E     - 8,436,235.941   273,889.416   MT  0.99996721   +0 31 50.7
 JP0379;SPC NV E     -27,677,884.08    898,585.53   sFT  0.99996721   +0 31 50.7
 JP0379;UTM  11      - 4,283,518.921   697,103.143   MT  1.00007843   +1 24 59.4
 JP0379
 JP0379                          SUPERSEDED SURVEY CONTROL
 JP0379
 JP0379  NAD 83(1994)-  38 40 42.02058(N)    114 44 02.83235(W) AD(       ) 4
 JP0379  NAD 83(1986)-  38 40 42.01387(N)    114 44 02.84095(W) AD(       ) 4
 JP0379  NAD 27      -  38 40 42.20000(N)    114 43 59.82000(W) AD(       ) 3
 JP0379
 JP0379.Superseded values are not recommended for survey control.
 JP0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0379.See file dsdata.txt to determine how the superseded data were derived.
 JP0379
 JP0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC9710383519(NAD 83)
 JP0379_MARKER: 72 = CAIRN
 JP0379
 JP0379  HISTORY     - Date     Condition        Report By
 JP0379  HISTORY     - 1944     FIRST OBSERVED   CGS
 JP0379
 JP0379                          STATION DESCRIPTION
 JP0379
 JP0379'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1857 ***********************************************************************
 GR1857  DESIGNATION -  CAIRN TOP OF HILL WEST OF DAM
 GR1857  PID         -  GR1857
 GR1857  STATE/COUNTY-  NV/CLARK
 GR1857  USGS QUAD   -  HOOVER DAM (1997)
 GR1857
 GR1857                         *CURRENT SURVEY CONTROL
 GR1857  ___________________________________________________________________
 GR1857* NAD 83(1994)-  36 00 46.70715(N)    114 44 54.56408(W)     ADJUSTED  
 GR1857* NAVD 88     -                                                        
 GR1857  ___________________________________________________________________
 GR1857  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 GR1857  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR1857
 GR1857  HORZ ORDER  -  THIRD
 GR1857
 GR1857.The horizontal coordinates were established by classical geodetic methods
 GR1857.and adjusted by the National Geodetic Survey in June 1998..
 GR1857
 GR1857
 GR1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1857
 GR1857.The geoid height was determined by GEOID03.
 GR1857
 GR1857;                    North         East     Units Scale Factor Converg.
 GR1857;SPC NV E     - 8,140,432.302   275,253.524   MT  0.99996976   +0 29 27.2
 GR1857;SPC NV E     -26,707,401.64    903,060.94   sFT  0.99996976   +0 29 27.2
 GR1857;SPC AZ W     -   556,432.048   123,351.788   MT  1.00003312   -0 35 13.6
 GR1857;SPC AZ W     - 1,825,564.46    404,697.47   iFT  1.00003312   -0 35 13.6
 GR1857;UTM  11      - 3,987,732.257   702,906.254   MT  1.00010733   +1 19 27.4
 GR1857
 GR1857                          SUPERSEDED SURVEY CONTROL
 GR1857
 GR1857  NAD 83(1992)-  36 00 46.70711(N)    114 44 54.56403(W) AD(       ) 4
 GR1857  NAD 83(1986)-  36 00 46.69560(N)    114 44 54.55329(W) AD(       ) 4
 GR1857  NAD 27      -  36 00 46.76000(N)    114 44 51.62000(W) AD(       ) 3
 GR1857
 GR1857.Superseded values are not recommended for survey control.
 GR1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1857.See file dsdata.txt to determine how the superseded data were derived.
 GR1857
 GR1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0290687732(NAD 83)
 GR1857_MARKER: 72 = CAIRN
 GR1857
 GR1857  HISTORY     - Date     Condition        Report By
 GR1857  HISTORY     - 1935     FIRST OBSERVED   CGS
 GR1857
 GR1857                          STATION DESCRIPTION
 GR1857
 GR1857'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0403 ***********************************************************************
 KP0403  DESIGNATION -  CAKE
 KP0403  PID         -  KP0403
 KP0403  STATE/COUNTY-  NV/WHITE PINE
 KP0403  USGS QUAD   -  SELIGMAN CANYON (1990)
 KP0403
 KP0403                         *CURRENT SURVEY CONTROL
 KP0403  ___________________________________________________________________
 KP0403* NAD 83(1994)-  39 17 10.34459(N)    115 35 45.08418(W)     ADJUSTED  
 KP0403* NAVD 88     -      1996.     (meters)    6549.     (feet)  SCALED    
 KP0403  ___________________________________________________________________
 KP0403  LAPLACE CORR-           6.79  (seconds)                    DEFLEC99
 KP0403  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 KP0403
 KP0403  HORZ ORDER  -  FIRST
 KP0403
 KP0403.The horizontal coordinates were established by classical geodetic methods
 KP0403.and adjusted by the National Geodetic Survey in June 1998..
 KP0403
 KP0403.The orthometric height was scaled from a topographic map.
 KP0403
 KP0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0403
 KP0403.The geoid height was determined by GEOID03.
 KP0403
 KP0403;                    North         East     Units Scale Factor Converg.
 KP0403;SPC NV E     - 8,503,369.559   198,919.636   MT  0.99990001   -0 00 28.5
 KP0403;SPC NV E     -27,898,138.29    652,622.17   sFT  0.99990001   -0 00 28.5
 KP0403;UTM  11      - 4,349,477.729   621,098.302   MT  0.99978056   +0 53 21.1
 KP0403
 KP0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0403!SPC NV E     -   0.99969014  x   0.99990001  =   0.99959018
 KP0403!UTM  11      -   0.99969014  x   0.99978056  =   0.99947077
 KP0403
 KP0403|---------------------------------------------------------------------|
 KP0403| PID    Reference Object                     Distance      Geod. Az  |
 KP0403|                                                           dddmmss.s |
 KP0403| DC9902 CAKE RM 1                            11.752 METERS 05955     |
 KP0403| DC9901 CAKE AZ MK                                         2233428.1 |
 KP0403| DC9903 CAKE RM 2                            18.843 METERS 31329     |
 KP0403|---------------------------------------------------------------------|
 KP0403
 KP0403                          SUPERSEDED SURVEY CONTROL
 KP0403
 KP0403  NAD 83(1986)-  39 17 10.34047(N)    115 35 45.08325(W) AD(       ) 1
 KP0403  NAD 27      -  39 17 10.58500(N)    115 35 41.94000(W) AD(       ) 1
 KP0403
 KP0403.Superseded values are not recommended for survey control.
 KP0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0403.See file dsdata.txt to determine how the superseded data were derived.
 KP0403
 KP0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD2109849478(NAD 83)
 KP0403_MARKER: DS = TRIANGULATION STATION DISK
 KP0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0403
 KP0403  HISTORY     - Date     Condition        Report By
 KP0403  HISTORY     - 1939     MONUMENTED       CGS
 KP0403
 KP0403                          STATION DESCRIPTION
 KP0403
 KP0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 KP0403'STATION IS ABOUT 3 MILES NW OF BASE OF MOUNT HAMILTON, 14 MILES
 KP0403'N OF GREEN SPRINGS RANCH, 9 MILES S OF U.S. HIGHWAY NO. 50,
 KP0403'10.9 METERS NW OF DESERT ROAD AROUND BASE OF MOUNT HAMILTON.
 KP0403'
 KP0403'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KP0403'BRONZE DISKS SET IN CONCRETE.
 KP0403'
 KP0403'STATION MARK STAMPED, CAKE 1938, PROJECTS 8 INCHES.
 KP0403'
 KP0403'REFERENCE MARK NO. 1 IS 10.6 METERS NW OF ROAD, STAMPED CAKE
 KP0403'NO. 1 1938, PROJECTS 8 INCHES, LEVEL WITH STATION.  REFERENCE
 KP0403'MARK NO. 2 IS 30 METERS NW OF ROAD, STAMPED CAKE NO. 2 1938,
 KP0403'PROJECTS 8 INCHES, 1 FOOT LOWER THAN STATION.
 KP0403'
 KP0403'AZIMUTH MARK IS 60 FEET E OF ROAD, STAMPED CAKE 1938, PROJECTS
 KP0403'8 INCHES.
 KP0403'
 KP0403'BAROMETRIC ELEVATION, 6,125 FEET, BAROMETER NO. 1.
 KP0403'
 KP0403'THERE IS A 4X4-INCH POST, PAINTED WHITE, SET 1.525 METERS
 KP0403'(5.00 FEET), NW OF STATION, PROJECTS 2.08 FEET.
 KP0403'
 KP0403'ALSO A 4X4-INCH POST, PAINTED WHITE, SET 1.461 METERS (4.80 FEET),
 KP0403'SSE OF AZIMUTH, PROJECTS 2.17 FEET.
 KP0403'
 KP0403'TO REACH FROM GREEN SPRINGS RANCH GO N FOR 0.3 MILE AND TAKE
 KP0403'LEFT FORK, AT SIGN HAMILTON, EUREKA, GO 4.7 MILES AND TAKE LEFT
 KP0403'FORK.  GO 1.9 MILES AND CONTINUE STRAIGHT AHEAD NORTHERLY.  GO
 KP0403'1.9 MILES AND TAKE RIGHT FORK AT SIGN, HAMILTON, GO 2.5 MILES AND
 KP0403'CONTINUE STRAIGHT AHEAD, N.  GO 0.2 MILE AND TAKE RIGHT FORK.  GO
 KP0403'0.9 MILE TO STATION AT LEFT SIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1190 ***********************************************************************
 FS1190  DESIGNATION -  CALADA
 FS1190  PID         -  FS1190
 FS1190  STATE/COUNTY-  NV/CLARK
 FS1190  USGS QUAD   -  DESERT (1985)
 FS1190
 FS1190                         *CURRENT SURVEY CONTROL
 FS1190  ___________________________________________________________________
 FS1190* NAD 83(1994)-  35 35 51.09786(N)    115 16 19.63525(W)     ADJUSTED  
 FS1190* NAVD 88     -      1743.     (meters)    5718.     (feet)  SCALED    
 FS1190  ___________________________________________________________________
 FS1190  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 FS1190  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FS1190
 FS1190  HORZ ORDER  -  SECOND
 FS1190
 FS1190.The horizontal coordinates were established by classical geodetic methods
 FS1190.and adjusted by the National Geodetic Survey in June 1998..
 FS1190
 FS1190.The orthometric height was scaled from a topographic map.
 FS1190
 FS1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1190
 FS1190.The geoid height was determined by GEOID03.
 FS1190
 FS1190;                    North         East     Units Scale Factor Converg.
 FS1190;SPC NV E     - 8,094,063.035   228,199.168   MT  0.99990980   +0 10 52.2
 FS1190;SPC NV E     -26,555,271.81    748,683.44   sFT  0.99990980   +0 10 52.2
 FS1190;SPC CA 5     -   736,034.123 2,247,176.644   MT  1.00003115   +1 33 17.7
 FS1190;SPC CA 5     - 2,414,805.29  7,372,612.04   sFT  1.00003115   +1 33 17.7
 FS1190;UTM  11      - 3,940,683.905   656,524.780   MT  0.99990192   +1 00 21.5
 FS1190
 FS1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1190!SPC NV E     -   0.99973099  x   0.99990980  =   0.99964082
 FS1190!SPC CA 5     -   0.99973099  x   1.00003115  =   0.99976213
 FS1190!UTM  11      -   0.99973099  x   0.99990192  =   0.99963294
 FS1190
 FS1190                          SUPERSEDED SURVEY CONTROL
 FS1190
 FS1190  NAD 83(1992)-  35 35 51.09118(N)    115 16 19.62730(W) AD(1991.35) 2
 FS1190  NAD 83(1992)-  35 35 51.09530(N)    115 16 19.62678(W) AD(       ) 2
 FS1190  NAD 83(1992)-  35 35 51.09120(N)    115 16 19.63740(W) AD(       ) 2
 FS1190  NAD 83(1986)-  35 35 51.10218(N)    115 16 19.63058(W) AD(       ) 2
 FS1190  NAD 27      -  35 35 51.15730(N)    115 16 16.67160(W) AD(       ) 2
 FS1190
 FS1190.Superseded values are not recommended for survey control.
 FS1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1190.See file dsdata.txt to determine how the superseded data were derived.
 FS1190
 FS1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5652540684(NAD 83)
 FS1190
 FS1190  HISTORY     - Date     Condition        Report By
 FS1190  HISTORY     - 1958     MONUMENTED       CGS
 FS1190
 FS1190                          STATION DESCRIPTION
 FS1190
 FS1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS1190'SEE STATION ADALAC
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0420 ***********************************************************************
 MU0420  DESIGNATION -  CALICO
 MU0420  PID         -  MU0420
 MU0420  STATE/COUNTY-  NV/HUMBOLDT
 MU0420  USGS QUAD   -  CAPITOL PEAK (1980)
 MU0420
 MU0420                         *CURRENT SURVEY CONTROL
 MU0420  ___________________________________________________________________
 MU0420* NAD 83(1994)-  41 50 16.57223(N)    117 18 31.66624(W)     ADJUSTED  
 MU0420* NAVD 88     -      2550.9    (meters)    8369.     (feet)  VERTCON   
 MU0420  ___________________________________________________________________
 MU0420  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 MU0420  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 MU0420
 MU0420  HORZ ORDER  -  FIRST
 MU0420
 MU0420.The horizontal coordinates were established by classical geodetic methods
 MU0420.and adjusted by the National Geodetic Survey in June 1998..
 MU0420
 MU0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0420
 MU0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0420
 MU0420.The geoid height was determined by GEOID03.
 MU0420
 MU0420;                    North         East     Units Scale Factor Converg.
 MU0420;SPC NV W     - 4,787,484.624   905,854.280   MT  1.00003784   +0 51 00.8
 MU0420;SPC NV W     -15,706,939.14  2,971,956.92   sFT  1.00003784   +0 51 00.8
 MU0420;UTM  11      - 4,631,828.865   474,361.434   MT  0.99960809   -0 12 21.5
 MU0420
 MU0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0420!SPC NV W     -   0.99960288  x   1.00003784  =   0.99964070
 MU0420!UTM  11      -   0.99960288  x   0.99960809  =   0.99921112
 MU0420
 MU0420:                Primary Azimuth Mark                     Grid Az
 MU0420:SPC NV W     -  CALICO RM 3 AZIMUTH                      008 58 56.6
 MU0420:UTM  11      -  CALICO RM 3 AZIMUTH                      010 02 18.9
 MU0420
 MU0420|---------------------------------------------------------------------|
 MU0420| PID    Reference Object                     Distance      Geod. Az  |
 MU0420|                                                           dddmmss.s |
 MU0420| CD7042 CALICO RM 3 AZIMUTH                                0094957.4 |
 MU0420| CD7040 CALICO RM 1                          13.634 METERS 01309     |
 MU0420| CD7041 CALICO RM 2                          25.387 METERS 08751     |
 MU0420|---------------------------------------------------------------------|
 MU0420
 MU0420                          SUPERSEDED SURVEY CONTROL
 MU0420
 MU0420  NAD 83(1991)-  41 50 16.57262(N)    117 18 31.66684(W) AD(       ) 1
 MU0420  NAD 83(1986)-  41 50 16.58030(N)    117 18 31.66872(W) AD(       ) 1
 MU0420  NAD 27      -  41 50 16.97700(N)    117 18 28.20400(W) AD(       ) 1
 MU0420  NGVD 29 (07/19/86) 2549.6    (m)         8365.     (f) VERT ANG       
 MU0420
 MU0420.Superseded values are not recommended for survey control.
 MU0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0420.See file dsdata.txt to determine how the superseded data were derived.
 MU0420
 MU0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG7436131829(NAD 83)
 MU0420_MARKER: DS = TRIANGULATION STATION DISK
 MU0420_SETTING: 66 = SET IN ROCK OUTCROP
 MU0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0420
 MU0420  HISTORY     - Date     Condition        Report By
 MU0420  HISTORY     - 1934     MONUMENTED       CGS
 MU0420  HISTORY     - 1956     GOOD             CGS
 MU0420  HISTORY     - 1975     GOOD             USGS
 MU0420
 MU0420                          STATION DESCRIPTION
 MU0420
 MU0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 MU0420'STATION IS ON THE HIGHEST POINT OF A ROUND TOP MOUNTAIN LOCALLY
 MU0420'KNOWN AS CALICO MOUNTAIN.  THE MOUNTAIN HAS A SHARP ROCKY POINT
 MU0420'OF ABOUT THE SAME ELEVATION ABOUT 1 MILE NORTH OF STATION.
 MU0420'STATION LIES ABOUT 8 MILES SOUTHEAST OF THE CALICO RANCH
 MU0420'AND ABOUT 12 MILES SOUTH OF THE OREGON-NEVADA BOUNDARY LINE.
 MU0420'
 MU0420'BEST REACHED FROM PARADISE VALLEY AS FOLLOWS--FOLLOW THE GRAVEL
 MU0420'ROAD NORTH AND THEN EAST FOR 4.6 MILES, TAKE MIDDLE FORK (DIRT)
 MU0420'AND FOLLOW MAIN-TRAVELED ROAD FOR 18.9 MILES, OR 0.1 MILE PAST
 MU0420'A WATERING TROUGH, TAKE RIGHT FORK AND GO 17.6 MILES ON
 MU0420'MAIN-TRAVELED ROAD TO THE CALICO RANCH (WATER AND HORSES).  FROM THE
 MU0420'RANCH GO WEST ON DIM ROAD TO AN OLD RESERVOIR, 4.0 MILES.
 MU0420'FROM END OF ROAD A TRUCK CAN BE DRIVEN ABOUT 1 MILE TO THE
 MU0420'FOOT OF MOUNTAIN.  FROM END OF TRUCK TRAVEL THE STATION
 MU0420'LIES ABOUT 2 MILES SOUTHWEST, A TWO-HOUR PACK.  THE BEST
 MU0420'ROUTE IS UP THE RIDGE THAT RUNS TO THE ROUND TOP.
 MU0420'
 MU0420'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 MU0420'DISKS SET.
 MU0420'
 MU0420'STATION MARK WAS PLACED AT ABOUT THE CENTER OF A ROCK CAIRN
 MU0420'WHICH WAS TORN DOWN (PROBABLY A U.S. GEOLOGICAL SURVEY CAIRN).
 MU0420'
 MU0420'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS NORTH 0.2 MILE ON ROCKY
 MU0420'POINT.
 MU0420
 MU0420                          STATION RECOVERY (1956)
 MU0420
 MU0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MU0420'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 MU0420'CONDITION.  A DIFFERENCE IN DISTANCE TO THE REFERENCE MARKS 1
 MU0420'AND 2 WAS NOTED AND IT IS BELIEVED THAT THE PREVIOUS MEASUREMENTS
 MU0420'WERE TAKEN BY A SLOPE DISTANCE MEASUREMENT.  A LARGE DIFFERENCE TO
 MU0420'REFERENCE MARK 3 (AZIMUTH MARK) WAS FOUND AND VERIFIED.  THE 1934
 MU0420'DESCRIPTION IS ADEQUATE TO REACH THE STATION, BUT WITH THESE
 MU0420'CHANGES IN ITS LOCATION.
 MU0420'
 MU0420'STATION LIES ABOUT 7 MILES SOUTHWEST OF THE CALICO RANCH AND
 MU0420'ABOUT 10 MILES SOUTH OF THE OREGON-NEVADA BOUNDARY LINE.
 MU0420
 MU0420                          STATION RECOVERY (1975)
 MU0420
 MU0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MU0420'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 MU0420'RM OBSERVATIONS AGREE WITH NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1150 ***********************************************************************
 AI1150  DESIGNATION -  CALICO
 AI1150  PID         -  AI1150
 AI1150  STATE/COUNTY-  NV/NYE
 AI1150  USGS QUAD   -  TOPOPAH SPRING (1961)
 AI1150
 AI1150                         *CURRENT SURVEY CONTROL
 AI1150  ___________________________________________________________________
 AI1150* NAD 83(1994)-  36 52 51.82833(N)    116 19 39.81899(W)     ADJUSTED  
 AI1150* NAVD 88     -      1702.7    (meters)    5586.     (feet)  VERTCON   
 AI1150  ___________________________________________________________________
 AI1150  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 AI1150  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AI1150
 AI1150  HORZ ORDER  -  THIRD
 AI1150
 AI1150.The horizontal coordinates were established by classical geodetic methods
 AI1150.and adjusted by the National Geodetic Survey in March 1999..
 AI1150
 AI1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1150
 AI1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1150
 AI1150.The geoid height was determined by GEOID03.
 AI1150
 AI1150;                    North         East     Units Scale Factor Converg.
 AI1150;SPC NV C     - 6,236,483.465   530,213.496   MT  0.99991124   +0 12 12.3
 AI1150;SPC NV C     -20,460,862.83  1,739,542.11   sFT  0.99991124   +0 12 12.3
 AI1150;UTM  11      - 4,081,889.425   559,909.589   MT  0.99964422   +0 24 12.5
 AI1150
 AI1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1150!SPC NV C     -   0.99973711  x   0.99991124  =   0.99964838
 AI1150!UTM  11      -   0.99973711  x   0.99964422  =   0.99938143
 AI1150
 AI1150                          SUPERSEDED SURVEY CONTROL
 AI1150
 AI1150  NGVD 29 (03/11/99) 1701.7    (m)         5583.     (f) VERT ANG       
 AI1150
 AI1150.Superseded values are not recommended for survey control.
 AI1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1150.See file dsdata.txt to determine how the superseded data were derived.
 AI1150
 AI1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA5991081889(NAD 83)
 AI1150_MARKER: DS = TRIANGULATION STATION DISK
 AI1150_SETTING: 66 = SET IN ROCK OUTCROP
 AI1150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1150+STABILITY: POSITION/ELEVATION WELL
 AI1150
 AI1150  HISTORY     - Date     Condition        Report By
 AI1150  HISTORY     - 1959     MONUMENTED       USGS
 AI1150
 AI1150                          STATION DESCRIPTION
 AI1150
 AI1150'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AI1150'LOCATED ABOUT 14 MI. NW. OF CANE SPRINGS, ABOUT 3 MI. E. OF FORTY MILE
 AI1150'CANYON, AND ABOUT 2 MI. N. OF THE CALICO HILLS, ON THE S. END OF A
 AI1150'HIGH RIDGE. STATION REACHED BY HELICOPTER. STATION MARK--STANDARD
 AI1150'TABLET STAMPED---CALICO 1959--- SET IN SOLID ROCK. REFERENCE MARK NO.
 AI1150'1--STANDARD REFERENCE TABLET STAMPED---NO 1 1959--- SET IN SOLID ROCK,
 AI1150'56.44 FT. FROM AND 3 FT. LOWER THAN STATION MARK IN DIRECTI 326
 AI1150'DEGREES 11 MINUTES. REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET
 AI1150'STAMPED---NO 2 1959--- SET IN SOLID ROCK, 59.26 FT. FROM AND 1 FT.
 AI1150'HIGHER THAN STATION MARK IN DIRECTI 250 DEGREES 13 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0343 ***********************************************************************
 HP0343  DESIGNATION -  CALIENTE
 HP0343  PID         -  HP0343
 HP0343  STATE/COUNTY-  NV/LINCOLN
 HP0343  USGS QUAD   -  CHOKECHERRY MTN (1970)
 HP0343
 HP0343                         *CURRENT SURVEY CONTROL
 HP0343  ___________________________________________________________________
 HP0343* NAD 83(1994)-  37 35 58.74864(N)    114 40 26.01945(W)     ADJUSTED  
 HP0343* NAVD 88     -      1935.5    (meters)    6350.     (feet)  VERTCON   
 HP0343  ___________________________________________________________________
 HP0343  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 HP0343  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 HP0343
 HP0343  HORZ ORDER  -  FIRST
 HP0343
 HP0343.The horizontal coordinates were established by classical geodetic methods
 HP0343.and adjusted by the National Geodetic Survey in June 1998..
 HP0343
 HP0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0343
 HP0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0343
 HP0343.The geoid height was determined by GEOID03.
 HP0343
 HP0343;                    North         East     Units Scale Factor Converg.
 HP0343;SPC NV E     - 8,316,561.282   280,303.398   MT  0.99997941   +0 33 17.7
 HP0343;SPC NV E     -27,285,251.47    919,628.73   sFT  0.99997941   +0 33 17.7
 HP0343;UTM  11      - 4,163,941.198   705,345.655   MT  1.00011941   +1 25 11.1
 HP0343
 HP0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0343!SPC NV E     -   0.99970016  x   0.99997941  =   0.99967958
 HP0343!UTM  11      -   0.99970016  x   1.00011941  =   0.99981954
 HP0343
 HP0343|---------------------------------------------------------------------|
 HP0343| PID    Reference Object                     Distance      Geod. Az  |
 HP0343|                                                           dddmmss.s |
 HP0343| DC9905 CALIENTE RM 1                         4.076 METERS 07329     |
 HP0343| DC9904 CALIENTE AZ MK                                     0945816.7 |
 HP0343| DC9906 CALIENTE RM 2                         5.206 METERS 14456     |
 HP0343|---------------------------------------------------------------------|
 HP0343
 HP0343                          SUPERSEDED SURVEY CONTROL
 HP0343
 HP0343  NAD 83(1994)-  37 35 58.74856(N)    114 40 26.01921(W) AD(       ) 1
 HP0343  NAD 83(1986)-  37 35 58.74009(N)    114 40 26.01795(W) AD(       ) 1
 HP0343  NAD 27      -  37 35 58.87100(N)    114 40 23.01300(W) AD(       ) 1
 HP0343  NGVD 29 (07/19/86) 1934.4    (m)         6346.     (f) VERT ANG       
 HP0343
 HP0343.Superseded values are not recommended for survey control.
 HP0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0343.See file dsdata.txt to determine how the superseded data were derived.
 HP0343
 HP0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB0534663941(NAD 83)
 HP0343_MARKER: DS = TRIANGULATION STATION DISK
 HP0343_SETTING: 80 = SET IN A BOULDER
 HP0343_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HP0343
 HP0343  HISTORY     - Date     Condition        Report By
 HP0343  HISTORY     - 1944     MONUMENTED       CGS
 HP0343  HISTORY     - 1954     GOOD             CGS
 HP0343
 HP0343                          STATION DESCRIPTION
 HP0343
 HP0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0343'STATION IS 7-1/2 MILES (AIR LINE) W OF CALIENTE, ON TOP OF
 HP0343'A ROCKY KNOLL, ABOUT 250 PACES NW OF U.S. HIGHWAY 93, AND ABOUT
 HP0343'1-1/2 MILES E OF THE FIRST PASS ON THE HIGHWAY W OF CALIENTE.
 HP0343'
 HP0343'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER FLUSH
 HP0343'WITH THE GROUND.  IT IS ABOUT 12 FEET SE OF THE HIGHEST POINT
 HP0343'OF THE HILL AND IS STAMPED CALIENTE 1944.
 HP0343'
 HP0343'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0343'PROJECTING ABOUT 27 INCHES ABOVE THE GROUND AND IS AT ABOUT
 HP0343'THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED CALIENTE
 HP0343'NO 1 1944.
 HP0343'
 HP0343'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0343'WHICH PROJECTS ABOUT 30 INCHES ABOVE THE GROUND.  IT IS ABOUT
 HP0343'24 INCHES LOWER IN ELEVATION THAN THE STATION MARK AND IS
 HP0343'STAMPED CALIENTE NO 2 1944.
 HP0343'
 HP0343'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 HP0343'ABOUT 26 INCHES ABOVE THE GROUND.  IT IS 20.5 FEET N OF THE
 HP0343'CENTER LINE OF U.S. HIGHWAY 93 AND IS STAMPED CALIENTE 1944.
 HP0343'
 HP0343'TO REACH STATION FROM THE UNION PACIFIC RAILROAD CROSSING
 HP0343'IN CALIENTE, GO W ON U.S. HIGHWAY 93 FOR 10.2 MILES TO A LEFT
 HP0343'TURN IN THE HIGHWAY AND THE STATION ON A ROCKY KNOLL TO THE
 HP0343'RIGHT AND THE END OF TRUCK TRAVEL.  PACK NW FOR 250 YARDS TO THE
 HP0343'TOP OF THE KNOLL AND THE STATION.
 HP0343'
 HP0343'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 HP0343
 HP0343                          STATION RECOVERY (1954)
 HP0343
 HP0343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0343'RECOVERED.  THE STATION, BOTH REFERENCE MARKS, AND AZIMUTH
 HP0343'MARK WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 HP0343'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0367 ***********************************************************************
 KP0367  DESIGNATION -  CAMBLE
 KP0367  PID         -  KP0367
 KP0367  STATE/COUNTY-  NV/WHITE PINE
 KP0367  USGS QUAD   -  STEPTOE RANCH (1982)
 KP0367
 KP0367                         *CURRENT SURVEY CONTROL
 KP0367  ___________________________________________________________________
 KP0367* NAD 83(1994)-  39 32 26.52950(N)    114 55 00.38321(W)     ADJUSTED  
 KP0367* NAVD 88     -      1884.5    (meters)    6183.     (feet)  VERTCON   
 KP0367  ___________________________________________________________________
 KP0367  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 KP0367  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 KP0367
 KP0367  HORZ ORDER  -  SECOND
 KP0367
 KP0367.The horizontal coordinates were established by classical geodetic methods
 KP0367.and adjusted by the National Geodetic Survey in June 1998..
 KP0367
 KP0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0367
 KP0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0367
 KP0367.The geoid height was determined by GEOID03.
 KP0367
 KP0367;                    North         East     Units Scale Factor Converg.
 KP0367;SPC NV E     - 8,531,833.819   257,294.186   MT  0.99994040   +0 25 27.7
 KP0367;SPC NV E     -27,991,524.79    844,139.34   sFT  0.99994040   +0 25 27.7
 KP0367;UTM  11      - 4,378,854.101   679,016.835   MT  0.99999457   +1 19 35.7
 KP0367
 KP0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0367!SPC NV E     -   0.99970758  x   0.99994040  =   0.99964800
 KP0367!UTM  11      -   0.99970758  x   0.99999457  =   0.99970215
 KP0367
 KP0367:                Primary Azimuth Mark                     Grid Az
 KP0367:SPC NV E     -  CAMBLE AZ MK                             028 21 48.5
 KP0367:UTM  11      -  CAMBLE AZ MK                             027 27 40.5
 KP0367
 KP0367|---------------------------------------------------------------------|
 KP0367| PID    Reference Object                     Distance      Geod. Az  |
 KP0367|                                                           dddmmss.s |
 KP0367| DC9907 CAMBLE AZ MK                                       0284716.2 |
 KP0367| DC9908 CAMBLE RM 1                          14.320 METERS 09743     |
 KP0367| KP0347 MCGILL COPPER CO N STACK            APPROX.19.2 KM 1385930.5 |
 KP0367| DC9909 CAMBLE RM 2                          10.670 METERS 21027     |
 KP0367| DC9910 CAMBLE RM 3                          10.796 METERS 31022     |
 KP0367|---------------------------------------------------------------------|
 KP0367
 KP0367                          SUPERSEDED SURVEY CONTROL
 KP0367
 KP0367  NAD 83(1994)-  39 32 26.52883(N)    114 55 00.38337(W) AD(       ) 2
 KP0367  NAD 83(1986)-  39 32 26.52573(N)    114 55 00.38256(W) AD(       ) 2
 KP0367  NAD 27      -  39 32 26.75367(N)    114 54 57.29671(W) AD(       ) 2
 KP0367  NGVD 29 (07/19/86) 1883.2    (m)         6178.     (f) VERT ANG       
 KP0367
 KP0367.Superseded values are not recommended for survey control.
 KP0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0367.See file dsdata.txt to determine how the superseded data were derived.
 KP0367
 KP0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD7901778854(NAD 83)
 KP0367_MARKER: DS = TRIANGULATION STATION DISK
 KP0367_SETTING: 80 = SET IN A BOULDER
 KP0367_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KP0367
 KP0367  HISTORY     - Date     Condition        Report By
 KP0367  HISTORY     - 1954     MONUMENTED       CGS
 KP0367  HISTORY     - 1967     GOOD             CGS
 KP0367
 KP0367                          STATION DESCRIPTION
 KP0367
 KP0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0367'THE STATION IS LOCATED ALONG THE WEST SIDE OF A DIRT ROAD,
 KP0367'ABOUT 1/4 MILE NORTHWEST OF THE CAMBLE RANCH BUILDINGS, ABOUT
 KP0367'9 MILES, AIR LINE, NORTHWEST OF MC GILL, AND ABOUT 17-1/2
 KP0367'MILES, AIR LINE, NORTH OF ELY.
 KP0367'
 KP0367'TO REACH THE STATION FROM THE ELY NATIONAL BANK IN ELY GO
 KP0367'NORTHEASTERLY ON U.S. HIGHWAY 93 FOR 9.8 MILES TO CLUB 50 AND
 KP0367'A SIDE ROAD LEFT.  TURN LEFT, NORTH, AND FOLLOW THE MAIN GRADED
 KP0367'ROAD FOR 15.5 MILES TO THE CAMBLE RANCH BUILDINGS ON EITHER
 KP0367'SIDE OF THE ROAD.  CONTINUE, WEST AND NORTH, ON THE ROAD FOR
 KP0367'0.4 MILE TO THE STATION ON THE LEFT.
 KP0367'
 KP0367'THE STATION IS A STANDARD DISK, STAMPED CAMBLE 1954, SET IN
 KP0367'A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.  IT IS 170
 KP0367'FEET WEST OF THE CENTER LINE OF THE ROAD, AND 11 FEET SOUTHWEST
 KP0367'OF A WITNESS POST.
 KP0367'
 KP0367'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAMBLE NO 1 1954,
 KP0367'SET IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND.
 KP0367'IT IS 123 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 KP0367'1 FOOT LOWER THAN THE STATION.
 KP0367'
 KP0367'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAMBLE NO 2 1954,
 KP0367'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 INCH.  IT IS
 KP0367'ABOUT THE SAME ELEVATION AS THE STATION.
 KP0367'
 KP0367'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMBLE 1954, SET
 KP0367'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.  IT IS
 KP0367'110 FEET WEST OF THE CENTER LINE OF THE ROAD AND 2 FEET EAST
 KP0367'OF A WITNESS POST.  TO REACH THE MARK FROM THE STATION GO
 KP0367'NORTH ON THE ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.
 KP0367
 KP0367                          STATION RECOVERY (1967)
 KP0367
 KP0367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0367'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 KP0367'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 1
 KP0367'WAS NOT RECOVERED AND BELIEVED TO BE DESTROYED BY THE CONSTRUCTION
 KP0367'OF A NEW ROAD.  THE 1955 OBSERVATIONS TO THE AZIMUTH MARK
 KP0367'AND TO THE MC GILL, KENNECOTT COPPER COMPANY STACK, WERE NOT
 KP0367'CHECKED WITHIN THE ALLOWABLE AND REFERENCE MARK 3 WAS
 KP0367'ESTABLISHED, THEREFORE A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 KP0367'
 KP0367'THE STATION IS LOCATED ABOUT 18 MILES NORTH OF ELY, 9 MILES
 KP0367'NORTHWEST OF MC GILL, 1/4 MILE NORTHWEST OF RANCH BUILDINGS,
 KP0367'ON THE WEST SIDE OF A DIRT ROAD.
 KP0367'
 KP0367'TO REACH THE STATION FROM THE POST OFFICE IN ELY, GO WEST ON
 KP0367'FIFTH STREET FOR 0.05 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 KP0367'50.  TURN RIGHT, NORTH, ON U.S. HIGHWAY 50, THEN U.S. HIGHWAY
 KP0367'93, FOR 9.8 MILES TO THE CLUB 50 BAR AND CAFE ON THE LEFT,
 KP0367'AND A SIDE ROAD LEFT.  TURN LEFT, TAKING RIGHT FORK NORTHERLY,
 KP0367'FOR 15.5 MILES TO A FORK.  KEEP LEFT FORK FOR 0.8 MILE TO THE
 KP0367'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK, CONTINUE
 KP0367'NORTH FOR 0.4 MILE TO THE AZIMUTH ON THE RIGHT.
 KP0367'
 KP0367'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KP0367'IN A SMALL BOULDER WHICH PROJECTS ABOUT 4 INCHES.  IT IS
 KP0367'STAMPED CAMBLE 1954 AND IS 41.5 FEET WEST OF THE ROAD AND 11
 KP0367'FEET SOUTHWEST OF A WOODEN WITNESS POST.
 KP0367'
 KP0367'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KP0367'IN A SMALL BOULDER WHICH PROJECTS ABOUT 2 INCHES.  IT IS
 KP0367'STAMPED CAMBLE NO 2 1954 AND IS 43 FEET WEST OF THE CENTER
 KP0367'OF THE ROAD AND 43 FEET SOUTH-SOUTHWEST OF THE WOODEN WITNESS
 KP0367'POST.
 KP0367'
 KP0367'REFERENCE MARK 3 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KP0367'IN A SMALL BOULDER WHICH PROJECTS ABOUT 2 INCHES.  IT IS
 KP0367'STAMPED CAMBLE 1954 NO 3 1967 AND IS 80 FEET WEST OF THE
 KP0367'CENTER OF THE ROAD AND 41 FEET WEST OF THE WOODEN WITNESS POST.
 KP0367'
 KP0367'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KP0367'IN A SMALL BOULDER WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 KP0367'CAMBLE 1954.  IT IS 120 FEET EAST OF THE CENTER OF THE ROAD,
 KP0367'110 FEET WEST OF THE CENTER OF AN OLD ROAD AND 2 FEET EAST
 KP0367'OF A WOODEN WITNESS POST.
 KP0367'
 KP0367'DISTANCE FROM R.M. 2 TO R.M. 3 = 53.91 FEET OR 16.433 METERS.
 KP0367'
 KP0367'HEIGHT OF LIGHT ABOVE STATION MARK 4.8 FEET.
 KP0367'
 KP0367'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 KP0367'NORTHWEST OF MC GILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0519 ***********************************************************************
 KQ0519  DESIGNATION -  CAMEL
 KQ0519  PID         -  KQ0519
 KQ0519  STATE/COUNTY-  NV/LANDER
 KQ0519  USGS QUAD   -  POTTS WELL (1989)
 KQ0519
 KQ0519                         *CURRENT SURVEY CONTROL
 KQ0519  ___________________________________________________________________
 KQ0519* NAD 83(1994)-  39 19 56.33262(N)    116 44 28.68633(W)     ADJUSTED  
 KQ0519* NAVD 88     -      2298.3    (meters)    7540.     (feet)  VERTCON   
 KQ0519  ___________________________________________________________________
 KQ0519  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 KQ0519  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 KQ0519
 KQ0519  HORZ ORDER  -  FIRST
 KQ0519
 KQ0519.The horizontal coordinates were established by classical geodetic methods
 KQ0519.and adjusted by the National Geodetic Survey in June 1998..
 KQ0519
 KQ0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0519
 KQ0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0519
 KQ0519.The geoid height was determined by GEOID03.
 KQ0519
 KQ0519;                    North         East     Units Scale Factor Converg.
 KQ0519;SPC NV C     - 6,508,490.579   493,565.626   MT  0.99990051   -0 02 50.3
 KQ0519;SPC NV C     -21,353,272.84  1,619,306.56   sFT  0.99990051   -0 02 50.3
 KQ0519;SPC NV E     - 8,509,127.373   100,168.905   MT  1.00002267   -0 44 02.4
 KQ0519;SPC NV E     -27,917,028.72    328,637.48   sFT  1.00002267   -0 44 02.4
 KQ0519;UTM  11      - 4,353,686.851   522,295.986   MT  0.99960612   +0 09 50.3
 KQ0519
 KQ0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0519!SPC NV C     -   0.99964296  x   0.99990051  =   0.99954351
 KQ0519!SPC NV E     -   0.99964296  x   1.00002267  =   0.99966562
 KQ0519!UTM  11      -   0.99964296  x   0.99960612  =   0.99924922
 KQ0519
 KQ0519:                Primary Azimuth Mark                     Grid Az
 KQ0519:SPC NV C     -  CAMEL AZ MK                              088 52 00.4
 KQ0519:SPC NV E     -  CAMEL AZ MK                              089 33 12.5
 KQ0519:UTM  11      -  CAMEL AZ MK                              088 39 19.8
 KQ0519
 KQ0519|---------------------------------------------------------------------|
 KQ0519| PID    Reference Object                     Distance      Geod. Az  |
 KQ0519|                                                           dddmmss.s |
 KQ0519| DC9911 CAMEL AZ MK                                        0884910.1 |
 KQ0519| KQ0518 CAMEL CAIRN                          10.770 METERS 11312     |
 KQ0519| DC9912 CAMEL RM 1                            6.027 METERS 15130     |
 KQ0519| DC9913 CAMEL RM 2                            4.205 METERS 25609     |
 KQ0519| KQ0442 TOIYABE PEAK 2                      APPROX.28.9 KM 2760431.0 |
 KQ0519|---------------------------------------------------------------------|
 KQ0519
 KQ0519                          SUPERSEDED SURVEY CONTROL
 KQ0519
 KQ0519  NAD 83(1986)-  39 19 56.33362(N)    116 44 28.67928(W) AD(       ) 1
 KQ0519  NAD 27      -  39 19 56.58700(N)    116 44 25.39100(W) AD(       ) 1
 KQ0519  NGVD 29 (07/19/86) 2297.0    (m)         7536.     (f) VERT ANG       
 KQ0519
 KQ0519.Superseded values are not recommended for survey control.
 KQ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0519.See file dsdata.txt to determine how the superseded data were derived.
 KQ0519
 KQ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND2229653687(NAD 83)
 KQ0519_MARKER: DS = TRIANGULATION STATION DISK
 KQ0519_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0519
 KQ0519  HISTORY     - Date     Condition        Report By
 KQ0519  HISTORY     - 1954     MONUMENTED       CGS
 KQ0519  HISTORY     - 1954     GOOD             CGS
 KQ0519  HISTORY     - 1971     GOOD             USGS
 KQ0519
 KQ0519                          STATION DESCRIPTION
 KQ0519
 KQ0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0519'THE STATION IS LOCATED ABOUT 44 MILES, AIR LINE, WEST-SOUTHWEST
 KQ0519'OF EUREKA, 21 MILES, AIR LINE, EAST-SOUTHEAST OF AUSTIN, AND
 KQ0519'6 MILES, AIR LINE, SOUTH OF U.S. HIGHWAY 50.  IT IS ABOUT 30
 KQ0519'FEET WEST-NORTHWEST OF THE HIGHEST POINT AND A CAIRN ON A SMALL,
 KQ0519'ROCKY HILL THAT HAS SMALL, SCATTERED TREES ON IT.
 KQ0519'
 KQ0519'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 KQ0519'HIGHWAY 20 WHICH IS ABOUT 3 MILES NORTHWEST OF EUREKA, GO
 KQ0519'WEST ON U.S. HIGHWAY 50 FOR 39.5 MILES TO A TRACK ROAD LEFT
 KQ0519'AND BENCH MARK A 45.  TURN LEFT (SOUTH) AND FOLLOW THE TRACK
 KQ0519'ROAD FOR 3.7 MILES TO A CROSS ROAD AND A GATE.  PASS THROUGH
 KQ0519'THE GATE AND CONTINUE SOUTH ON THE TRACK ROAD FOR 5.3 MILES
 KQ0519'TO A DIM CROSS ROAD AND THE AZIMUTH MARK.  CONTINUE STRAIGHT
 KQ0519'AHEAD (SOUTH) FOR 0.4 MILE.  TURN RIGHT (WEST) AND GO ACROSS
 KQ0519'COUNTY TOWARD THE SMALL SADDLE TO THE SOUTH OF THE STATION
 KQ0519'FOR 1.8 MILES TO THE BASE OF THE HILL.  THIS IS THE END OF
 KQ0519'TRUCK TRAVEL.  PACK WEST AND NORTH TO THE HIGHEST POINT AND
 KQ0519'THE STATION.  THIS IS A 1-HOUR PACK.
 KQ0519'
 KQ0519'THE STATION MARK, A STANDARD DISK STAMPED CAMEL 1954, IS SET
 KQ0519'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 1 FOOT
 KQ0519'ABOVE THE GROUND.
 KQ0519'
 KQ0519'REFERENCE MARK 1, A STANDARD DISK STAMPED CAMEL NO 1 1954,
 KQ0519'IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 8 INCHES
 KQ0519'ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE STATION
 KQ0519'MARK.
 KQ0519'
 KQ0519'REFERENCE MARK 2, A STANDARD DISK STAMPED CAMEL NO 2 1954, IS
 KQ0519'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 14
 KQ0519'INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE
 KQ0519'STATION MARK.
 KQ0519'
 KQ0519'THE AZIMUTH MARK, A STANDARD DISK STAMPED CAMEL 1954, IS
 KQ0519'SECURED TO THE TOP OF A 2-INCH CAST IRON PIPE WHICH PROJECTS
 KQ0519'1 FOOT ABOVE THE GROUND.  IT IS ABOUT 0.3 MILE WEST OF A
 KQ0519'WINDMILL, 21 FEET SOUTHWEST OF THE CENTER OF THE CROSS ROAD,
 KQ0519'AND 4.0 FEET WEST OF A WHITE WITNESS POST.
 KQ0519'
 KQ0519'THE CAIRN AT THE STATION IS ON THE HIGHEST POINT OF THE HILL.
 KQ0519'IT IS ABOUT 2 FEET HIGH.
 KQ0519
 KQ0519                          STATION RECOVERY (1954)
 KQ0519
 KQ0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KQ0519'ALL MARKS IN GOOD CONDITION.
 KQ0519'
 KQ0519'STATION MARK A STANDARD DISK STAMPED----CAMEL 1954---,SET IN A DRILL
 KQ0519'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 1 FOOT ABOVE THE GROUND.
 KQ0519
 KQ0519                          STATION RECOVERY (1971)
 KQ0519
 KQ0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KQ0519'INSTRUMENT STAND 4.5 FT ABOVE STATION MARK.
 KQ0519'
 KQ0519'ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0616 ***********************************************************************
 JQ0616  DESIGNATION -  CAMEL
 JQ0616  PID         -  JQ0616
 JQ0616  STATE/COUNTY-  NV/NYE
 JQ0616  USGS QUAD   -  GABBS (1988)
 JQ0616
 JQ0616                         *CURRENT SURVEY CONTROL
 JQ0616  ___________________________________________________________________
 JQ0616* NAD 83(1994)-  38 45 10.26389(N)    117 59 44.61099(W)     ADJUSTED  
 JQ0616* NAVD 88     -      1786.3    (meters)    5861.     (feet)  VERTCON   
 JQ0616  ___________________________________________________________________
 JQ0616  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 JQ0616  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 JQ0616
 JQ0616  HORZ ORDER  -  THIRD
 JQ0616
 JQ0616.The horizontal coordinates were established by classical geodetic methods
 JQ0616.and adjusted by the National Geodetic Survey in June 1998..
 JQ0616
 JQ0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0616
 JQ0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0616
 JQ0616.The geoid height was determined by GEOID03.
 JQ0616
 JQ0616;                    North         East     Units Scale Factor Converg.
 JQ0616;SPC NV C     - 6,445,003.238   384,478.265   MT  1.00006429   -0 49 55.3
 JQ0616;SPC NV C     -21,144,981.46  1,261,409.11   sFT  1.00006429   -0 49 55.3
 JQ0616;UTM  11      - 4,289,821.419   413,478.300   MT  0.99969218   -0 37 24.0
 JQ0616
 JQ0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0616!SPC NV C     -   0.99972360  x   1.00006429  =   0.99978787
 JQ0616!UTM  11      -   0.99972360  x   0.99969218  =   0.99941586
 JQ0616
 JQ0616                          SUPERSEDED SURVEY CONTROL
 JQ0616
 JQ0616  NAD 83(1992)-  38 45 10.28287(N)    117 59 44.62111(W) AD(       ) 3
 JQ0616  NAD 83(1990)-  38 45 10.27819(N)    117 59 44.61920(W) AD(       ) 3
 JQ0616  NGVD 29 (03/27/92) 1785.2    (m)         5857.     (f) VERT ANG       
 JQ0616
 JQ0616.Superseded values are not recommended for survey control.
 JQ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0616.See file dsdata.txt to determine how the superseded data were derived.
 JQ0616
 JQ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC1347889821(NAD 83)
 JQ0616_MARKER: DS = TRIANGULATION STATION DISK
 JQ0616_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0616_SP_SET: SET IN A ROCK LEDGE
 JQ0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0616+STABILITY: POSITION/ELEVATION WELL
 JQ0616
 JQ0616  HISTORY     - Date     Condition        Report By
 JQ0616  HISTORY     - 1945     MONUMENTED       USGS
 JQ0616
 JQ0616                          STATION DESCRIPTION
 JQ0616
 JQ0616'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 JQ0616'LOCATED 9.2 MI. S. ALONG HWY. FROM GABBS, 1.6 MI. (AIRLINE) SE. OF
 JQ0616'POINT WHERE STATE HWY. 23 CROSSES NYE-MINERAL COUNTY LINE, ON
 JQ0616'ROMINENT TOP IN GROUP OF HILLS JUST INSIDE (NE.) OF NYE COUNTY.
 JQ0616'NEW TO REACH FOLLOWS--
 JQ0616'
 JQ0616'TO REACH FROM GABBS, GO S. ON NSH 23 FOR 4.2 MI. TO A PROMINENT RD.
 JQ0616'FORK, TAKE LEFT FORK ACROSS CATTLEGUARD IN ROW FENCE AND FOLLOW MAIN
 JQ0616'BLADED ROAD SOUTHERLY FOR 4.1 MI. TO --Y-- RD (THE CAIRN CENTERED
 JQ0616'OVER THE STA. MK. CAN BE SEEN FROM THIS POINT AND IS ABOUT 2 MI. TO
 JQ0616'THE W.), TAKE RIGHT FORK AND GO 0.3 MI. TO A SAND WASH, TURN RIGHT AND
 JQ0616'FOLLOW SAND WASH WESTERLY FOR 0.4 MI. TO A REVERSE --Y-- FORK IN THE
 JQ0616'WASH, LEAVE THE WASH AND GO CROSSCOUNTRY WSW FOR 1.1 MI. TO A SMALL
 JQ0616'ROCKY KNOLL ON THE EAST SIDE OF THE STATION.  PACK W. TO HIGHEST
 JQ0616'POINT AND STA. MK.  ABOUT A 20-MINUTE PACK.  A GOOD 4WD VEHICLE COULD
 JQ0616'PROBABLY BE DRIVEN NEARLY TO THE TOP.
 JQ0616'
 JQ0616'STATION MARK--STANDARD TABLET STAMPED---CAMEL 10---, CEMENTED IN ROCK
 JQ0616'LEDGE.
 JQ0616'RM NO. 1--STANDARD TABLET.
 JQ0616'
 JQ0616'RM NO. 2--1-INCH DRILL HOLD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0518 ***********************************************************************
 KQ0518  DESIGNATION -  CAMEL CAIRN
 KQ0518  PID         -  KQ0518
 KQ0518  STATE/COUNTY-  NV/LANDER
 KQ0518  USGS QUAD   -  POTTS WELL (1989)
 KQ0518
 KQ0518                         *CURRENT SURVEY CONTROL
 KQ0518  ___________________________________________________________________
 KQ0518* NAD 83(1994)-  39 19 56.19500(N)    116 44 28.27302(W)     ADJUSTED  
 KQ0518* NAVD 88     -      2298.     (meters)    7539.     (feet)  SCALED    
 KQ0518  ___________________________________________________________________
 KQ0518  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 KQ0518  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 KQ0518
 KQ0518  HORZ ORDER  -  THIRD
 KQ0518
 KQ0518.The horizontal coordinates were established by classical geodetic methods
 KQ0518.and adjusted by the National Geodetic Survey in June 1998..
 KQ0518
 KQ0518.The orthometric height was scaled from a topographic map.
 KQ0518
 KQ0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0518
 KQ0518.The geoid height was determined by GEOID03.
 KQ0518
 KQ0518;                    North         East     Units Scale Factor Converg.
 KQ0518;SPC NV C     - 6,508,486.327   493,575.520   MT  0.99990051   -0 02 50.0
 KQ0518;SPC NV C     -21,353,258.89  1,619,339.02   sFT  0.99990051   -0 02 50.0
 KQ0518;SPC NV E     - 8,509,123.002   100,178.749   MT  1.00002265   -0 44 02.1
 KQ0518;SPC NV E     -27,917,014.38    328,669.78   sFT  1.00002265   -0 44 02.1
 KQ0518;UTM  11      - 4,353,682.636   522,305.893   MT  0.99960613   +0 09 50.5
 KQ0518
 KQ0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0518!SPC NV C     -   0.99964296  x   0.99990051  =   0.99954351
 KQ0518!SPC NV E     -   0.99964296  x   1.00002265  =   0.99966560
 KQ0518!UTM  11      -   0.99964296  x   0.99960613  =   0.99924923
 KQ0518
 KQ0518                          SUPERSEDED SURVEY CONTROL
 KQ0518
 KQ0518  NAD 83(1986)-  39 19 56.19600(N)    116 44 28.26598(W) AD(       ) 4
 KQ0518  NAD 27      -  39 19 56.45000(N)    116 44 24.98000(W) AD(       ) 3
 KQ0518
 KQ0518.Superseded values are not recommended for survey control.
 KQ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0518.See file dsdata.txt to determine how the superseded data were derived.
 KQ0518
 KQ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND2230653683(NAD 83)
 KQ0518_MARKER: 72 = CAIRN
 KQ0518
 KQ0518  HISTORY     - Date     Condition        Report By
 KQ0518  HISTORY     - 1954     FIRST OBSERVED   CGS
 KQ0518
 KQ0518                          STATION DESCRIPTION
 KQ0518
 KQ0518'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0104 ***********************************************************************
 MV0104  DESIGNATION -  CAMINO
 MV0104  PID         -  MV0104
 MV0104  STATE/COUNTY-  NV/WASHOE
 MV0104  USGS QUAD   -  SAGE HEN HILLS (1966)
 MV0104
 MV0104                         *CURRENT SURVEY CONTROL
 MV0104  ___________________________________________________________________
 MV0104* NAD 83(1994)-  41 54 03.90128(N)    119 20 53.88081(W)     ADJUSTED  
 MV0104* NAVD 88     -      2026.867  (meters)    6649.81   (feet)  ADJUSTED  
 MV0104  ___________________________________________________________________
 MV0104  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 MV0104  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 MV0104  DYNAMIC HT  -        2025.258 (meters)    6644.53  (feet)  COMP
 MV0104  MODELED GRAV-     979,755.7   (mgal)                       NAVD 88
 MV0104
 MV0104  HORZ ORDER  -  SECOND
 MV0104  VERT ORDER  -  SECOND    CLASS 0
 MV0104
 MV0104.The horizontal coordinates were established by classical geodetic methods
 MV0104.and adjusted by the National Geodetic Survey in June 1998..
 MV0104
 MV0104.The orthometric height was determined by differential leveling
 MV0104.and adjusted by the National Geodetic Survey in June 1991..
 MV0104
 MV0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0104
 MV0104.The geoid height was determined by GEOID03.
 MV0104
 MV0104.The dynamic height is computed by dividing the NAVD 88
 MV0104.geopotential number by the normal gravity value computed on the
 MV0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0104.degrees latitude (g = 980.6199 gals.).
 MV0104
 MV0104.The modeled gravity was interpolated from observed gravity values.
 MV0104
 MV0104;                    North         East     Units Scale Factor Converg.
 MV0104;SPC NV W     - 4,793,995.282   736,529.992   MT  0.99994955   -0 30 39.2
 MV0104;SPC NV W     -15,728,299.52  2,416,432.15   sFT  0.99994955   -0 30 39.2
 MV0104;SPC OR S     -    26,698.477 1,595,576.895   MT  1.00013677   +0 47 16.6
 MV0104;SPC OR S     -    87,593.43  5,234,832.33   iFT  1.00013677   +0 47 16.6
 MV0104;UTM  11      - 4,641,460.417   305,212.472   MT  1.00006691   -1 34 07.7
 MV0104
 MV0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0104!SPC NV W     -   0.99968538  x   0.99994955  =   0.99963494
 MV0104!SPC OR S     -   0.99968538  x   1.00013677  =   0.99982210
 MV0104!UTM  11      -   0.99968538  x   1.00006691  =   0.99975227
 MV0104
 MV0104|---------------------------------------------------------------------|
 MV0104| PID    Reference Object                     Distance      Geod. Az  |
 MV0104|                                                           dddmmss.s |
 MV0104| MV0102 CAMINO RM 1                           8.120 METERS 08038     |
 MV0104| MV0103 CAMINO RM 2                           6.755 METERS 13328     |
 MV0104| CD7047 CAMINO AZ MK                                       1645213.3 |
 MV0104|---------------------------------------------------------------------|
 MV0104
 MV0104                          SUPERSEDED SURVEY CONTROL
 MV0104
 MV0104  NAD 83(1992)-  41 54 03.90107(N)    119 20 53.88057(W) AD(       ) 2
 MV0104  NAD 83(1991)-  41 54 03.90058(N)    119 20 53.88051(W) AD(       ) 2
 MV0104  NAD 83(1986)-  41 54 03.90281(N)    119 20 53.87980(W) AD(       ) 2
 MV0104  NAD 27      -  41 54 04.28900(N)    119 20 50.14600(W) AD(       ) 2
 MV0104  NGVD 29 (??/??/92) 2025.561  (m)         6645.53   (f) ADJ UNCH    2 0
 MV0104
 MV0104.Superseded values are not recommended for survey control.
 MV0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0104.See file dsdata.txt to determine how the superseded data were derived.
 MV0104
 MV0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG0521241460(NAD 83)
 MV0104_MARKER: DS = TRIANGULATION STATION DISK
 MV0104_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MV0104_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MV0104_STAMPING: CAMINO 1950
 MV0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0104
 MV0104  HISTORY     - Date     Condition        Report By
 MV0104  HISTORY     - 1950     MONUMENTED       CGS
 MV0104  HISTORY     - 1965     SEE DESCRIPTION  CGS
 MV0104  HISTORY     - 1965     GOOD             NGS
 MV0104
 MV0104                          STATION DESCRIPTION
 MV0104
 MV0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 MV0104'THE STATION IS LOCATED ON THE WESTERN EDGE OF A SAGE-COVERED
 MV0104'FLAT BENCH, ABOUT 300 YARDS NORTH OF THE ROAD TO THE SHELDON
 MV0104'GAME REFUGE HEADQUARTERS, 0.25 MILE NORTH-NORTHWEST OF A ROAD
 MV0104'PASS TO CATNIP MOUNTAIN, 53 MILES WEST OF DENIO, 24 MILES EAST
 MV0104'OF THE SHELDON GAME REFUGE HEADQUARTERS, AND 6 MILES SOUTH OF
 MV0104'THE NEVADA-OREGON STATE LINE.  THE MARK IS 40 FEET NORTH OF THE
 MV0104'GRADUAL SLOPE OF THE FLAT TO THE HIGHWAY AND 12 FEET EAST OF
 MV0104'A WITNESS POST.  THE BRONZE DISK IS WELDED TO A SECTION OF
 MV0104'2-INCH CAST IRON PIPE, PROJECTING 3 INCHES, AND STAMPED
 MV0104'CAMINO 1950.
 MV0104'
 MV0104'REFERENCE MARK NO. 1 IS CEMENTED IN A BOULDER PROJECTING 6 INCHES,
 MV0104'AND STAMPED CAMINO NO 1 1950.
 MV0104'
 MV0104'REFERENCE MARK NO. 2 IS CEMENTED IN A BOULDER PROJECTING 1 INCH,
 MV0104'AND STAMPED CAMINO NO 2 1950.
 MV0104'
 MV0104'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE ROAD TO THE SHELDON
 MV0104'GAME REFUGE HEADQUARTERS AND 4 FEET SOUTHEAST OF A WITNESS
 MV0104'POST.  THE BRONZE DISK IS WELDED TO A SECTION OF 2-INCH CAST
 MV0104'IRON PIPE, PROJECTS 4 INCHES, AND STAMPED CAMINO 1950.
 MV0104'
 MV0104'TO REACH THE STATION FROM DENIO, OREGON, GO WESTERLY ON THE
 MV0104'ROAD LEADING TO CEDARVILLE FOR 31 MILES TO A ROAD FORK 1 MILE
 MV0104'NORTH-NORTHWEST OF THE SHELDON GAME REFUGE STONE HOUSE.  CONTINUE
 MV0104'WESTERLY FOR 13.7 MILES TO A SIDE ROAD RIGHT AND SIGN SHELDON
 MV0104'HEADQUARTERS 27 - DENIO 45 - WINNEMUCCA 145 - CEDARVILLE 75.
 MV0104'CONTINUE WESTERLY FOR 3.7 MILES TO THE TOP OF A GRADUAL RISE.
 MV0104'HERE TURN RIGHT, NORTHERLY, LEAVING THE HIGHWAY AND GO 0.3
 MV0104'MILE ACROSS THE SAGE-COVERED FLAT TO THE HIGHEST POINT AND
 MV0104'STATION SITE.
 MV0104'
 MV0104'TO REACH THE AZIMUTH MARK FROM THE ABOVE MENTIONED SIGN, GO
 MV0104'WESTERLY ON THE ROAD LEADING TO THE HEADQUARTERS FOR 3.9 MILES
 MV0104'TO THE AZIMUTH ON THE LEFT AS DESCRIBED.
 MV0104
 MV0104                          STATION RECOVERY (1965)
 MV0104
 MV0104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CS)
 MV0104'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 MV0104'14.9 MILES BY ROAD.  TO REACH FROM A STONE BUILDING AT IXL RANCH,
 MV0104'GO 4.8 MILES SOUTHEAST ALONG A ROAD, THENCE 9.8 MILES EAST
 MV0104'ALONG STATE HIGHWAY 34A, THENCE 0.3 MILE WEST-NORTHWEST ALONG
 MV0104'A RIDGE, ABOUT 0.4 MILE NORTHEAST OF A FENCED IN SPRING, ON
 MV0104'THE HIGHEST POINT OF THE RIDGE, THE STATION IS A C AND GS
 MV0104'TRIANGULATION DISK, STAMPED CAMINO 1950 AND WELDED ON THE TOP
 MV0104'OF AN IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND, 12.0
 MV0104'FEET EAST OF A WITNESS POST,
 MV0104'
 MV0104'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED CAMINO NO
 MV0104'1 1950, IN THE TOP OF A SMALL BOULDER, 27.00 FEET EAST OF THE
 MV0104'STATION.
 MV0104'
 MV0104'R.M. 2 IS A REFERENCE MARK DISK, STAMPED CAMINO NO 2 1950,
 MV0104'IN THE TOP OF A SMALL BOULDER, 22.0 FEET SOUTHEAST OF THE
 MV0104'STATION.
 MV0104'
 MV0104'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9.4
 MV0104'MILES SOUTHEAST OF IXL RANCH.
 MV0104
 MV0104                          STATION RECOVERY (1965)
 MV0104
 MV0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MV0104'14.9 MI SE FROM IXL RANCH.
 MV0104'4.8 MILES SOUTHEAST ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0104'THENCE 9.8 MILES EAST ALONG STATE HIGHWAY 34A, THENCE 0.3 MILE
 MV0104'WEST-NORTHWEST ALONG A RIDGE, ABOUT 0.4 MILE NORTHEAST OF A FENCED IN
 MV0104'SPRING, 27.0 WEST OF R.M. 1, 22.0 FEET NORTHWEST OF R.M. 2, ON THE
 MV0104'HIGHEST POINT OF THE RIDGE, 12.0 FEET EAST OF A WITNESS POST, AND
 MV0104'WELDED ON THE TOP OF AN IRON PIPE PROJECTING 0.4 FOOT ABOVE THE
 MV0104'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0105 ***********************************************************************
 MV0105  DESIGNATION -  CAMINO AZ MK
 MV0105  PID         -  MV0105
 MV0105  STATE/COUNTY-  NV/WASHOE
 MV0105  USGS QUAD   -  SAGE HEN HILLS (1966)
 MV0105
 MV0105                         *CURRENT SURVEY CONTROL
 MV0105  ___________________________________________________________________
 MV0105* NAD 83(1986)-  41 53 53.     (N)    119 20 49.     (W)     SCALED    
 MV0105* NAVD 88     -      2006.517  (meters)    6583.05   (feet)  ADJUSTED  
 MV0105  ___________________________________________________________________
 MV0105  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 MV0105  DYNAMIC HT  -        2004.917 (meters)    6577.80  (feet)  COMP
 MV0105  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 MV0105
 MV0105  VERT ORDER  -  SECOND    CLASS 0
 MV0105
 MV0105.The horizontal coordinates were scaled from a topographic map and have
 MV0105.an estimated accuracy of +/- 6 seconds.
 MV0105
 MV0105.The orthometric height was determined by differential leveling
 MV0105.and adjusted by the National Geodetic Survey in June 1991..
 MV0105
 MV0105.The geoid height was determined by GEOID03.
 MV0105
 MV0105.The dynamic height is computed by dividing the NAVD 88
 MV0105.geopotential number by the normal gravity value computed on the
 MV0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0105.degrees latitude (g = 980.6199 gals.).
 MV0105
 MV0105.The modeled gravity was interpolated from observed gravity values.
 MV0105
 MV0105;                    North         East    Units  Estimated Accuracy
 MV0105;SPC NV W     - 4,793,660.      736,640.      MT  (+/- 180 meters Scaled)
 MV0105
 MV0105                          SUPERSEDED SURVEY CONTROL
 MV0105
 MV0105  NGVD 29 (??/??/92) 2005.203  (m)         6578.74   (f) ADJ UNCH    2 0
 MV0105
 MV0105.Superseded values are not recommended for survey control.
 MV0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0105.See file dsdata.txt to determine how the superseded data were derived.
 MV0105
 MV0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG053411(NAD 83)
 MV0105_MARKER: DZ = AZIMUTH MARK DISK
 MV0105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MV0105_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MV0105_STAMPING: CAMINO 1950
 MV0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0105
 MV0105  HISTORY     - Date     Condition        Report By
 MV0105  HISTORY     - 1950     MONUMENTED       CGS
 MV0105  HISTORY     - 1965     GOOD             NGS
 MV0105
 MV0105                          STATION DESCRIPTION
 MV0105
 MV0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 MV0105'14.3 MI SE FROM IXL RANCH.
 MV0105'4.8 MILES SOUTHEAST ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0105'THENCE 9.5 MILES EAST ALONG STATE HIGHWAY 34A, 0.35 MILE EAST OF A
 MV0105'FENCED IN SPRING, 0.25 MILE SOUTHWEST OF THE CROSSING OF A TELEPHONE
 MV0105'LINE, 0.15 MILE SOUTHEAST OF THE CROSSING OF A TELEPHONE LINE, 43 1/2
 MV0105'FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET
 MV0105'SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND
 MV0105'WELDED ON THE TOP OF AN IRON PIPE PROJECTING 1.0 FOOT ABOVE THE
 MV0105'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0102 ***********************************************************************
 MV0102  DESIGNATION -  CAMINO RM 1
 MV0102  PID         -  MV0102
 MV0102  STATE/COUNTY-  NV/WASHOE
 MV0102  USGS QUAD   -  SAGE HEN HILLS (1966)
 MV0102
 MV0102                         *CURRENT SURVEY CONTROL
 MV0102  ___________________________________________________________________
 MV0102* NAD 83(1986)-  41 54 04.     (N)    119 20 54.     (W)     SCALED    
 MV0102* NAVD 88     -      2026.743  (meters)    6649.41   (feet)  ADJUSTED  
 MV0102  ___________________________________________________________________
 MV0102  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 MV0102  DYNAMIC HT  -        2025.134 (meters)    6644.13  (feet)  COMP
 MV0102  MODELED GRAV-     979,755.7   (mgal)                       NAVD 88
 MV0102
 MV0102  VERT ORDER  -  SECOND    CLASS 0
 MV0102
 MV0102.The horizontal coordinates were scaled from a topographic map and have
 MV0102.an estimated accuracy of +/- 6 seconds.
 MV0102
 MV0102.The orthometric height was determined by differential leveling
 MV0102.and adjusted by the National Geodetic Survey in June 1991..
 MV0102
 MV0102.The geoid height was determined by GEOID03.
 MV0102
 MV0102.The dynamic height is computed by dividing the NAVD 88
 MV0102.geopotential number by the normal gravity value computed on the
 MV0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0102.degrees latitude (g = 980.6199 gals.).
 MV0102
 MV0102.The modeled gravity was interpolated from observed gravity values.
 MV0102
 MV0102;                    North         East    Units  Estimated Accuracy
 MV0102;SPC NV W     - 4,794,000.      736,530.      MT  (+/- 180 meters Scaled)
 MV0102
 MV0102                          SUPERSEDED SURVEY CONTROL
 MV0102
 MV0102  NGVD 29 (??/??/92) 2025.437  (m)         6645.12   (f) ADJ UNCH    2 0
 MV0102
 MV0102.Superseded values are not recommended for survey control.
 MV0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0102.See file dsdata.txt to determine how the superseded data were derived.
 MV0102
 MV0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG052414(NAD 83)
 MV0102_MARKER: DR = REFERENCE MARK DISK
 MV0102_SETTING: 80 = SET IN A BOULDER
 MV0102_SP_SET: BOULDER
 MV0102_STAMPING: CAMINO NO 1 1950
 MV0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0102+STABILITY: SURFACE MOTION
 MV0102
 MV0102  HISTORY     - Date     Condition        Report By
 MV0102  HISTORY     - 1950     MONUMENTED       CGS
 MV0102  HISTORY     - 1965     GOOD             NGS
 MV0102
 MV0102                          STATION DESCRIPTION
 MV0102
 MV0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 MV0102'14.9 MI SE FROM IXL RANCH.
 MV0102'4.8 MILES SOUTHEAST ALONG A ROAD FROM THE STONE BUILDING AT IXL RANCH,
 MV0102'THENCE 9.8 MILES EAST ALONG STATE HIGHWAY 34A, THENCE 0.3 MILE
 MV0102'WEST-NORTHWEST ALONG A RIDGE, ON THE HIGHEST POINT OF THE RIDGE, IN
 MV0102'THE TOP OF A SMALL BOULDER, 27.0 FEET EAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0103 ***********************************************************************
 MV0103  DESIGNATION -  CAMINO RM 2
 MV0103  PID         -  MV0103
 MV0103  STATE/COUNTY-  NV/WASHOE
 MV0103  USGS QUAD   -  SAGE HEN HILLS (1966)
 MV0103
 MV0103                         *CURRENT SURVEY CONTROL
 MV0103  ___________________________________________________________________
 MV0103* NAD 83(1986)-  41 54 04.     (N)    119 20 54.     (W)     SCALED    
 MV0103* NAVD 88     -      2026.665  (meters)    6649.15   (feet)  ADJUSTED  
 MV0103  ___________________________________________________________________
 MV0103  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 MV0103  DYNAMIC HT  -        2025.056 (meters)    6643.87  (feet)  COMP
 MV0103  MODELED GRAV-     979,755.7   (mgal)                       NAVD 88
 MV0103
 MV0103  VERT ORDER  -  SECOND    CLASS 0
 MV0103
 MV0103.The horizontal coordinates were scaled from a topographic map and have
 MV0103.an estimated accuracy of +/- 6 seconds.
 MV0103
 MV0103.The orthometric height was determined by differential leveling
 MV0103.and adjusted by the National Geodetic Survey in June 1991..
 MV0103
 MV0103.The geoid height was determined by GEOID03.
 MV0103
 MV0103.The dynamic height is computed by dividing the NAVD 88
 MV0103.geopotential number by the normal gravity value computed on the
 MV0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0103.degrees latitude (g = 980.6199 gals.).
 MV0103
 MV0103.The modeled gravity was interpolated from observed gravity values.
 MV0103
 MV0103;                    North         East    Units  Estimated Accuracy
 MV0103;SPC NV W     - 4,794,000.      736,530.      MT  (+/- 180 meters Scaled)
 MV0103
 MV0103                          SUPERSEDED SURVEY CONTROL
 MV0103
 MV0103  NGVD 29 (??/??/92) 2025.359  (m)         6644.87   (f) ADJ UNCH    2 0
 MV0103
 MV0103.Superseded values are not recommended for survey control.
 MV0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0103.See file dsdata.txt to determine how the superseded data were derived.
 MV0103
 MV0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG052414(NAD 83)
 MV0103_MARKER: DR = REFERENCE MARK DISK
 MV0103_SETTING: 80 = SET IN A BOULDER
 MV0103_SP_SET: BOULDER
 MV0103_STAMPING: CAMINO NO 2 1950
 MV0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0103+STABILITY: SURFACE MOTION
 MV0103
 MV0103  HISTORY     - Date     Condition        Report By
 MV0103  HISTORY     - 1950     MONUMENTED       CGS
 MV0103  HISTORY     - 1965     GOOD             NGS
 MV0103
 MV0103                          STATION DESCRIPTION
 MV0103
 MV0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 MV0103'14.9 MI SE FROM IXL RANCH.
 MV0103'4.8 MILES SOUTHEAST ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0103'THENCE 9.8 MILES EAST ALONG STATE HIGHWAY 34A, THENCE 0.3 MILE ALONG A
 MV0103'RIDGE, ON THE HIGHEST POINT OF THE RIDGE, IN THE TOP OF A SMALL
 MV0103'BOULDER, 22.0 FEET SOUTHEAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0365 ***********************************************************************
 MV0365  DESIGNATION -  CAMP
 MV0365  PID         -  MV0365
 MV0365  STATE/COUNTY-  NV/WASHOE
 MV0365  USGS QUAD   -  PINTO SPRINGS (1979)
 MV0365
 MV0365                         *CURRENT SURVEY CONTROL
 MV0365  ___________________________________________________________________
 MV0365* NAD 83(1994)-  41 20 54.72346(N)    119 43 51.74051(W)     ADJUSTED  
 MV0365* NAVD 88     -      1948.60   (+/-2cm)    6393.0    (feet)  VERTCON   
 MV0365  ___________________________________________________________________
 MV0365  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 MV0365  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 MV0365
 MV0365  HORZ ORDER  -  THIRD
 MV0365  VERT ORDER  -  THIRD ? (See Below)
 MV0365
 MV0365.The horizontal coordinates were established by classical geodetic methods
 MV0365.and adjusted by the National Geodetic Survey in June 1998..
 MV0365
 MV0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0365.The vertical order pertains to the NGVD 29 superseded value.
 MV0365
 MV0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0365
 MV0365.The geoid height was determined by GEOID03.
 MV0365
 MV0365;                    North         East     Units Scale Factor Converg.
 MV0365;SPC NV W     - 4,732,984.524   703,956.799   MT  1.00001349   -0 45 29.8
 MV0365;SPC NV W     -15,528,133.39  2,309,564.93   sFT  1.00001349   -0 45 29.8
 MV0365;UTM  11      - 4,581,047.718   271,518.455   MT  1.00024251   -1 48 18.0
 MV0365
 MV0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0365!SPC NV W     -   0.99969779  x   1.00001349  =   0.99971128
 MV0365!UTM  11      -   0.99969779  x   1.00024251  =   0.99994023
 MV0365
 MV0365:                Primary Azimuth Mark                     Grid Az
 MV0365:SPC NV W     -  HART                                     121 39 23.3
 MV0365:UTM  11      -  HART                                     122 42 11.5
 MV0365
 MV0365|---------------------------------------------------------------------|
 MV0365| PID    Reference Object                     Distance      Geod. Az  |
 MV0365|                                                           dddmmss.s |
 MV0365| MV0362 HART                                APPROX.14.2 KM 1205353.5 |
 MV0365|---------------------------------------------------------------------|
 MV0365
 MV0365                          SUPERSEDED SURVEY CONTROL
 MV0365
 MV0365  NAD 83(1992)-  41 20 54.72456(N)    119 43 51.74107(W) AD(       ) 3
 MV0365  NAD 83(1986)-  41 20 54.72991(N)    119 43 51.74120(W) AD(       ) 3
 MV0365  NAD 27      -  41 20 55.10756(N)    119 43 47.99393(W) AD(       ) 3
 MV0365  NGVD 29 (07/19/86) 1947.37   (m)         6389.0    (f) LEVELING    3  
 MV0365
 MV0365.Superseded values are not recommended for survey control.
 MV0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0365.See file dsdata.txt to determine how the superseded data were derived.
 MV0365
 MV0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF7151881048(NAD 83)
 MV0365_MARKER: DD = SURVEY DISK
 MV0365_SETTING: 66 = SET IN ROCK OUTCROP
 MV0365_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 MV0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0365+STABILITY: POSITION/ELEVATION WELL
 MV0365
 MV0365  HISTORY     - Date     Condition        Report By
 MV0365  HISTORY     - 1966     MONUMENTED       USGS
 MV0365
 MV0365                          STATION DESCRIPTION
 MV0365
 MV0365'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (WDG)
 MV0365'LOCATED ABOUT 22.5 MI. (AIRLINE) SE. OF VYA.  ABOUT 22 MI. W. OF
 MV0365'WASHOE-HUMBOLDT COUNTY LINE.  ABOUT 14.5 MI. E. OF
 MV0365'CALIFORNIA-NEVADA STATE LINE.  ON THE TOP OF THE N. RIM OF LOW
 MV0365'MOUNTAIN.
 MV0365'
 MV0365'REACHED BY HELICOPTER.
 MV0365'
 MV0365'STATION MARK--A STANDARD TABLET STAMPED CAMP 1966 CEMENTED IN A
 MV0365'DRILL HOLE IN SOLID RIM ROCK.
 MV0365'
 MV0365'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0837 ***********************************************************************
 MT0837  DESIGNATION -  CAMP
 MT0837  PID         -  MT0837
 MT0837  STATE/COUNTY-  NV/ELKO
 MT0837  USGS QUAD   -  HANKS CREEK SW (1967)
 MT0837
 MT0837                         *CURRENT SURVEY CONTROL
 MT0837  ___________________________________________________________________
 MT0837* NAD 83(1994)-  41 17 39.99583(N)    115 23 54.81867(W)     ADJUSTED  
 MT0837* NAVD 88     -      2190.3    (meters)    7186.     (feet)  VERTCON   
 MT0837  ___________________________________________________________________
 MT0837  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 MT0837  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 MT0837
 MT0837  HORZ ORDER  -  FIRST
 MT0837
 MT0837.The horizontal coordinates were established by classical geodetic methods
 MT0837.and adjusted by the National Geodetic Survey in June 1998..
 MT0837
 MT0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0837
 MT0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0837
 MT0837.The geoid height was determined by GEOID03.
 MT0837
 MT0837;                    North         East     Units Scale Factor Converg.
 MT0837;SPC NV E     - 8,726,358.703   215,474.944   MT  0.99990295   +0 07 19.0
 MT0837;SPC NV E     -28,629,728.51    706,937.38   sFT  0.99990295   +0 07 19.0
 MT0837;UTM  11      - 4,572,680.684   634,084.630   MT  0.99982126   +1 03 25.2
 MT0837
 MT0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0837!SPC NV E     -   0.99965926  x   0.99990295  =   0.99956224
 MT0837!UTM  11      -   0.99965926  x   0.99982126  =   0.99948058
 MT0837
 MT0837:                Primary Azimuth Mark                     Grid Az
 MT0837:SPC NV E     -  CAMP AZ MK                               000 12 49.1
 MT0837:UTM  11      -  CAMP AZ MK                               359 16 42.9
 MT0837
 MT0837|---------------------------------------------------------------------|
 MT0837| PID    Reference Object                     Distance      Geod. Az  |
 MT0837|                                                           dddmmss.s |
 MT0837| DC9914 CAMP AZ MK                                         0002008.1 |
 MT0837| DC9915 CAMP RM 1                            11.020 METERS 07413     |
 MT0837| DC9916 CAMP RM 2                            13.300 METERS 29622     |
 MT0837|---------------------------------------------------------------------|
 MT0837
 MT0837                          SUPERSEDED SURVEY CONTROL
 MT0837
 MT0837  NAD 83(1994)-  41 17 39.99325(N)    115 23 54.81308(W) AD(       ) 1
 MT0837  NAD 83(1986)-  41 17 39.99281(N)    115 23 54.81296(W) AD(       ) 1
 MT0837  NAD 27      -  41 17 40.29165(N)    115 23 51.58565(W) AD(       ) 1
 MT0837  NGVD 29 (07/19/86) 2189.0    (m)         7182.     (f) VERT ANG       
 MT0837
 MT0837.Superseded values are not recommended for survey control.
 MT0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0837.See file dsdata.txt to determine how the superseded data were derived.
 MT0837
 MT0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF3408572681(NAD 83)
 MT0837_MARKER: DS = TRIANGULATION STATION DISK
 MT0837_SETTING: 66 = SET IN ROCK OUTCROP
 MT0837
 MT0837  HISTORY     - Date     Condition        Report By
 MT0837  HISTORY     - 1947     MONUMENTED       CGS
 MT0837  HISTORY     - 1967     GOOD             USGS
 MT0837
 MT0837                          STATION DESCRIPTION
 MT0837
 MT0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0837'THE STATION IS ON THE HIGHEST POINT OF A HIGH NORTH-SOUTH RIDGE
 MT0837'WHICH IS ROCK-STREWN AND SAGE-COVERED.  IT IS 15 MILES, AIRLINE,
 MT0837'NORTH-NORTHWEST OF DEETH, 36 MILES AIRLINE, NORTH-NORTHEAST OF
 MT0837'ELKO, AND 1 MILE EAST OF THE DEETH-CHARLESTON ROAD.
 MT0837'
 MT0837'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 MT0837'A RECTANGULAR MASS OF OUTCROPPING BEDROCK WHICH IS 24 FT X 18 FT
 MT0837'AND PROJECTS 8 INCHES.  IT IS STAMPED CAMP 1947.
 MT0837'
 MT0837'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MT0837'IN A BOULDER WHICH IS 4 FOOT SQUARE AND PROJECTS 4 FEET.  IT IS
 MT0837'4-1/2 FEET LOWER THAN THE STATION MARK AND IS STAMPED CAMP NO 1
 MT0837'1947.
 MT0837'
 MT0837'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MT0837'IN 2 FT X 2 FT BOULDER, PROJECT 1-1/2 FOOT, IS 4 FEET LOWER THAN
 MT0837'THE STATION MARK, AND IS STAMPED CAMP NO 2 1947.
 MT0837'
 MT0837'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 MT0837'A 4 FT X 6 FT MASS OF OUTCROPPING BEDROCK THAT PROJECTS 3
 MT0837'FEET ON THE EAST SIDE AND 18 INCHES ON THE WEST SIDE.  IT IS ON
 MT0837'THE FIRST HILL NORTH OF THE STATION AND APPROXIMATELY 75 FEET
 MT0837'LOWER.  IT IS STAMPED CAMP 1940.
 MT0837'
 MT0837'TO REACH THE STATION FROM DEETH GO NORTH ON THE DEETH-CHARLESTON
 MT0837'ROAD FOR 17.3 MILES TO A LONG NARROW WOODEN BUILDING JUST NORTH
 MT0837'OF A SPRING.  CONTINUE NORTH ON THE MAIN ROAD FOR 2.2 MILES TO A
 MT0837'DIM ROAD LEFT JUST BEYOND A SMALL BRIDGE.  TURN LEFT AND FOLLOW
 MT0837'THE DIM ROAD NORTHWESTERLY ALONG THE CREEK UP THE CANYON FOR
 MT0837'0.95 MILE.  HERE LEAVE THE ROAD AND TURN SOUTHWESTERLY
 MT0837'(NOTE--LEAVE THE MAIN CANYON WHICH RUNS NORTHWESTERLY) ACROSS
 MT0837'COUNTRY UP A DRAW FOR 0.8 MILE TO THE TOP OF A SADDLE.  BEAR
 MT0837'WESTERLY 0.15 MILE TO THE TOP OF THE MAIN RIDGE THENCE NORTH
 MT0837'0.15 MILE TO THE HIGHEST POINT AND STATION.  A DRIVE STATION
 MT0837'WITH A 4 X 4 VEHICLE.
 MT0837
 MT0837                          STATION RECOVERY (1967)
 MT0837
 MT0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0837'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1988 ***********************************************************************
 GR1988  DESIGNATION -  CAMP
 GR1988  PID         -  GR1988
 GR1988  STATE/COUNTY-  NV/NYE
 GR1988  USGS QUAD   -  MERCURY (1983)
 GR1988
 GR1988                         *CURRENT SURVEY CONTROL
 GR1988  ___________________________________________________________________
 GR1988* NAD 83(1994)-  36 37 37.17350(N)    115 56 34.81721(W)     ADJUSTED  
 GR1988* NAVD 88     -      1557.0    (meters)    5108.     (feet)  VERTCON   
 GR1988  ___________________________________________________________________
 GR1988  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 GR1988  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 GR1988
 GR1988  HORZ ORDER  -  THIRD
 GR1988
 GR1988.The horizontal coordinates were established by classical geodetic methods
 GR1988.and adjusted by the National Geodetic Survey in June 1998..
 GR1988
 GR1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1988
 GR1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1988
 GR1988.The geoid height was determined by GEOID03.
 GR1988
 GR1988;                    North         East     Units Scale Factor Converg.
 GR1988;SPC NV C     - 6,208,481.499   564,721.662   MT  0.99995159   +0 25 54.3
 GR1988;SPC NV C     -20,368,993.05  1,852,757.65   sFT  0.99995159   +0 25 54.3
 GR1988;UTM  11      - 4,054,014.862   594,506.236   MT  0.99971003   +0 37 50.4
 GR1988
 GR1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1988!SPC NV C     -   0.99975991  x   0.99995159  =   0.99971151
 GR1988!UTM  11      -   0.99975991  x   0.99971003  =   0.99947001
 GR1988
 GR1988|---------------------------------------------------------------------|
 GR1988| PID    Reference Object                     Distance      Geod. Az  |
 GR1988|                                                           dddmmss.s |
 GR1988| CS8886 CAMP RM 2                             4.660 METERS 13224     |
 GR1988| CS8885 CAMP RM 1                             4.788 METERS 23823     |
 GR1988|---------------------------------------------------------------------|
 GR1988
 GR1988                          SUPERSEDED SURVEY CONTROL
 GR1988
 GR1988  NAD 83(1992)-  36 37 37.18827(N)    115 56 34.82746(W) AD(       ) 3
 GR1988  NGVD 29 (02/14/94) 1556.1    (m)         5105.     (f) VERT ANG       
 GR1988
 GR1988.Superseded values are not recommended for survey control.
 GR1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1988.See file dsdata.txt to determine how the superseded data were derived.
 GR1988
 GR1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA9450654015(NAD 83)
 GR1988_MARKER: DS = TRIANGULATION STATION DISK
 GR1988_SETTING: 66 = SET IN ROCK OUTCROP
 GR1988_SP_SET: SET IN ROCK OUTCROP
 GR1988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1988+STABILITY: POSITION/ELEVATION WELL
 GR1988
 GR1988  HISTORY     - Date     Condition        Report By
 GR1988  HISTORY     - 1959     MONUMENTED       USGS
 GR1988
 GR1988                          STATION DESCRIPTION
 GR1988
 GR1988'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GR1988'LOCATED ABOUT 4.6 MI E. OF CAMP DESERT ROCK, ABOUT 3.7 MI SE. OF
 GR1988'MERCURY, ABOUT 0.5 MI NNE. OF OLD MINE.  ON HIGHEST POINT OF
 GR1988'PROMINENT TOP.
 GR1988'
 GR1988'REACHED BY HELICOPTER.
 GR1988'
 GR1988'STATION MARK--STANDARD TABLET STAMPED---CAMP 1959---, CEMENTED IN
 GR1988'SOLID LIMESTONE OUTCROP ON HIGHEST PART OF TOP.
 GR1988'
 GR1988'RM 1--STANDARD RM TABLET STAMPED---NO 1 1959---, CEMENTED IN
 GR1988'LIMESTONE OUTCROP.
 GR1988'
 GR1988'RM 2--STANDARD RM TABLET STAMPED---NO 2 1959---, CEMENTED IN
 GR1988'LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7044 ***********************************************************************
 AH7044  DESIGNATION -  CAMP
 AH7044  PID         -  AH7044
 AH7044  STATE/COUNTY-  NV/ELKO
 AH7044  USGS QUAD   -  GODS POCKET PEAK (1986)
 AH7044
 AH7044                         *CURRENT SURVEY CONTROL
 AH7044  ___________________________________________________________________
 AH7044* NAD 83(1994)-  41 47 24.54330(N)    115 17 24.98384(W)     ADJUSTED  
 AH7044* NAVD 88     -      3105.7    (meters)   10189.     (feet)  VERTCON   
 AH7044  ___________________________________________________________________
 AH7044  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AH7044  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 AH7044
 AH7044  HORZ ORDER  -  THIRD
 AH7044
 AH7044.The horizontal coordinates were established by classical geodetic methods
 AH7044.and adjusted by the National Geodetic Survey in January 1999..
 AH7044
 AH7044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7044
 AH7044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7044
 AH7044.The geoid height was determined by GEOID03.
 AH7044
 AH7044;                    North         East     Units Scale Factor Converg.
 AH7044;SPC NV E     - 8,781,433.716   224,357.434   MT  0.99990730   +0 11 43.1
 AH7044;SPC NV E     -28,810,420.45    736,079.35   sFT  0.99990730   +0 11 43.1
 AH7044;UTM  11      - 4,627,890.078   642,062.162   MT  0.99984835   +1 08 22.4
 AH7044
 AH7044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7044!SPC NV E     -   0.99951556  x   0.99990730  =   0.99942290
 AH7044!UTM  11      -   0.99951556  x   0.99984835  =   0.99936398
 AH7044
 AH7044                          SUPERSEDED SURVEY CONTROL
 AH7044
 AH7044  NGVD 29 (01/22/99) 3104.3    (m)        10185.     (f) VERT ANG       
 AH7044
 AH7044.Superseded values are not recommended for survey control.
 AH7044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7044.See file dsdata.txt to determine how the superseded data were derived.
 AH7044
 AH7044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG4206227890(NAD 83)
 AH7044_MARKER: Z = SEE DESCRIPTION
 AH7044_SETTING: 0 = UNSPECIFIED SETTING
 AH7044_PROJECTION: FLUSH
 AH7044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7044
 AH7044  HISTORY     - Date     Condition        Report By
 AH7044  HISTORY     - 1939     MONUMENTED       USGS
 AH7044
 AH7044                          STATION DESCRIPTION
 AH7044
 AH7044'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 AH7044'LOCATED ABOUT 6 MI. S. BY 8 MI. E. OF JARBIDGE, ON THE HIGHEST AND
 AH7044'MOST EASTERLY POINT OF A SPUR OF THE JARBIDGE MOUNTAIN RANGE.  THE
 AH7044'STATION IS LOCATED ON THE HIGHEST BARE POINT AT HEAD OF COTTONWOOD
 AH7044'CREEK, ABOUT 1 MI. W. OF MARYS RIVER-POLE CREEK RANGER STATION TRAIL.
 AH7044'REACHED BY HELICOPTER.
 AH7044'TO REACH STATION FROM POLE CREEK RANGER STATION, DRIVE S. TO END OF
 AH7044'RD. ABOUT 6.5 MI. TO A SHEEP CORRAL IN SADDLE OF MOUNTAIN.  CLIMB
 AH7044'WESTERLY TO TOP OF RIDGE, AND FOLLOW RIDGE TRAIL SOUTHWESTERLY TO
 AH7044'HIGHEST POINT AND STATION.  ABOUT 2-1/2 HOUR HIKE.
 AH7044'STATION MARK--STANDARD TABLET ---STAMPED--- CAMP RS 1939 CEMENTED IN
 AH7044'BOULDER SET IN GROUND UNDER A 7 FT. CAIRN.
 AH7044'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET ---STAMPED---
 AH7044'CAMP NO 1 1939 CEMENTED IN BOULDER SET IN GROUND, 23.73 FT. FROM
 AH7044'STATION MARK.
 AH7044'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET--STAMPED---CAMP
 AH7044'NO 2 1939 CEMENTED IN BOULDER SET IN GROUND, 100.94 FT. FROM STATION
 AH7044'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1934 ***********************************************************************
 GR1934  DESIGNATION -  CAN
 GR1934  PID         -  GR1934
 GR1934  STATE/COUNTY-  NV/CLARK
 GR1934  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1934
 GR1934                         *CURRENT SURVEY CONTROL
 GR1934  ___________________________________________________________________
 GR1934* NAD 83(1994)-  36 00 02.75506(N)    115 13 03.07075(W)     ADJUSTED  
 GR1934* NAVD 88     -       747.5    (meters)    2452.     (feet)  VERTCON   
 GR1934  ___________________________________________________________________
 GR1934  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 GR1934  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GR1934
 GR1934  HORZ ORDER  -  SECOND
 GR1934
 GR1934.The horizontal coordinates were established by classical geodetic methods
 GR1934.and adjusted by the National Geodetic Survey in June 1998..
 GR1934
 GR1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1934
 GR1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1934
 GR1934.The geoid height was determined by GEOID03.
 GR1934
 GR1934;                    North         East     Units Scale Factor Converg.
 GR1934;SPC NV E     - 8,138,817.265   232,979.563   MT  0.99991340   +0 12 54.1
 GR1934;SPC NV E     -26,702,102.98    764,367.12   sFT  0.99991340   +0 12 54.1
 GR1934;UTM  11      - 3,985,502.535   660,657.243   MT  0.99991804   +1 02 52.7
 GR1934
 GR1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1934!SPC NV E     -   0.99988707  x   0.99991340  =   0.99980048
 GR1934!UTM  11      -   0.99988707  x   0.99991804  =   0.99980512
 GR1934
 GR1934|---------------------------------------------------------------------|
 GR1934| PID    Reference Object                     Distance      Geod. Az  |
 GR1934|                                                           dddmmss.s |
 GR1934| CC4443 CAN RM 1                              8.184 METERS 03843     |
 GR1934| GR1026 WAY                                 APPROX. 3.6 KM 0672124.6 |
 GR1934| CC4444 CAN RM 2                              8.994 METERS 12924     |
 GR1934|---------------------------------------------------------------------|
 GR1934
 GR1934                          SUPERSEDED SURVEY CONTROL
 GR1934
 GR1934  NAD 83(1992)-  36 00 02.75274(N)    115 13 03.07672(W) AD(       ) 2
 GR1934  NAD 83(1992)-  36 00 02.75136(N)    115 13 03.07605(W) AD(       ) 2
 GR1934  NAD 83(1986)-  36 00 02.74890(N)    115 13 03.06297(W) AD(       ) 2
 GR1934  NAD 27      -  36 00 02.84570(N)    115 13 00.07710(W) AD(       ) 2
 GR1934  NGVD 29 (07/19/86)  746.8    (m)         2450.     (f) VERT ANG       
 GR1934
 GR1934.Superseded values are not recommended for survey control.
 GR1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1934.See file dsdata.txt to determine how the superseded data were derived.
 GR1934
 GR1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6065785503(NAD 83)
 GR1934_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GR1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1934
 GR1934  HISTORY     - Date     Condition        Report By
 GR1934  HISTORY     - 1958     MONUMENTED       CGS
 GR1934  HISTORY     - 1966     SEE DESCRIPTION  USGS
 GR1934
 GR1934                          STATION DESCRIPTION
 GR1934
 GR1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 GR1934'THE STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF THE ARDEN
 GR1934'RAILROAD STATION, ON THE SUMMIT OF A LONG LOW RIDGE ABOUT 0.2
 GR1934'MILE EAST OF THE POWER LINE.
 GR1934'
 GR1934'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 91 AND BOND ROAD
 GR1934'(AT THE TROPICANA HOTEL ON THE LAS VEGAS STRIP), GO SOUTH ON
 GR1934'U.S. HIGHWAY 91 FOR 6.1 MILES TO A BLADED ROAD RIGHT.  TURN
 GR1934'RIGHT AND GO WEST FOR 1.9 MILES TO A FORK JUST BEFORE REACHING
 GR1934'THE POWER LINE.  TURN LEFT AND GO SOUTH ALONG THE POWER LINE
 GR1934'ROAD FOR 1.15 MILES TO POLE NO. 59 AT THE SOUTH SIDE OF A
 GR1934'WASH.  TURN LEFT, EAST, ACROSS COUNTRY FOR 0.2 MILE TO TOP
 GR1934'OF LOW RIDGE AND STATION SITE.
 GR1934'
 GR1934'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 GR1934'DISKS SET IN CONCRETE POSTS PROJECTING ABOUT 3 INCHES.
 GR1934'
 GR1934'THE STATION MARK IS STAMPED CAN 1958 AND THE REFERENCE MARKS
 GR1934'FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
 GR1934
 GR1934                          STATION RECOVERY (1966)
 GR1934
 GR1934'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GR1934'STATION RECOVERED IN GOOD CONDITION.
 GR1934'
 GR1934'TO REACH FROM LAS VEGAS GO S ON INTERSTATE 15 FOR 9 MILES TO
 GR1934'BLUE DIAMOND ROAD.  FROM THE INTERSECTION OF BLUE DIAMOND ROAD
 GR1934'AND INDUSTRIAL ROAD JUST W OF THE FREEWAY GO S ON INDUSTRIAL
 GR1934'ROAD 0.8 MILE TO A POWER LINE AND ROAD SW, TURN SW ALONG POWER
 GR1934'LINE FOR 3.0 MILES TO POLE 59, TURN LEFT CROSS COUNTRY 0.2
 GR1934'MILE TO STATION ON TOP OF A LOW RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8159 ***********************************************************************
 AH8159  DESIGNATION -  CANDELARIA 2 NPD
 AH8159  PID         -  AH8159
 AH8159  STATE/COUNTY-  NV/MINERAL
 AH8159  USGS QUAD   -  CANDELARIA (1982)
 AH8159
 AH8159                         *CURRENT SURVEY CONTROL
 AH8159  ___________________________________________________________________
 AH8159* NAD 83(1994)-  38 09 00.34358(N)    118 06 12.02175(W)     ADJUSTED  
 AH8159* NAVD 88     -      2030.9    (meters)    6663.     (feet)  VERTCON   
 AH8159  ___________________________________________________________________
 AH8159  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 AH8159  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AH8159
 AH8159  HORZ ORDER  -  THIRD
 AH8159
 AH8159.The horizontal coordinates were established by classical geodetic methods
 AH8159.and adjusted by the National Geodetic Survey in February 1999..
 AH8159
 AH8159.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8159
 AH8159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8159
 AH8159.The geoid height was determined by GEOID03.
 AH8159
 AH8159;                    North         East     Units Scale Factor Converg.
 AH8159;SPC NV W     - 4,377,371.092   842,068.889   MT  0.99992179   +0 17 47.4
 AH8159;SPC NV W     -14,361,424.99  2,762,687.68   sFT  0.99992179   +0 17 47.4
 AH8159;UTM  11      - 4,223,043.664   403,326.092   MT  0.99971510   -0 40 53.8
 AH8159
 AH8159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8159!SPC NV W     -   0.99968537  x   0.99992179  =   0.99960718
 AH8159!UTM  11      -   0.99968537  x   0.99971510  =   0.99940056
 AH8159
 AH8159                          SUPERSEDED SURVEY CONTROL
 AH8159
 AH8159  NGVD 29 (02/26/99) 2029.7    (m)         6659.     (f) VERT ANG       
 AH8159
 AH8159.Superseded values are not recommended for survey control.
 AH8159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8159.See file dsdata.txt to determine how the superseded data were derived.
 AH8159
 AH8159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC0332623044(NAD 83)
 AH8159_MARKER: DS = TRIANGULATION STATION DISK
 AH8159_SETTING: 66 = SET IN ROCK OUTCROP
 AH8159_PROJECTION: FLUSH
 AH8159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8159+STABILITY: POSITION/ELEVATION WELL
 AH8159
 AH8159  HISTORY     - Date     Condition        Report By
 AH8159  HISTORY     - 1942     MONUMENTED       NVDH
 AH8159  HISTORY     - 1966     GOOD             USGS
 AH8159
 AH8159                          STATION DESCRIPTION
 AH8159
 AH8159'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH8159'LOCATED ABOUT 14 MI. (AIRLINE) NE. OF BASALT, ABOUT 6.4 MI. SE. OF
 AH8159'BELLEVILLE (RUINS), ABOUT 0.5 MI. SW. OF CANDELARIA (SITE), ON TOP OF
 AH8159'THE MOST PROMINENT TOP IN THE AREA.
 AH8159'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 10 GO
 AH8159'SW. ON STATE HIGHWAY 10 FOR 8.5 MI. TO RD. FORK WITH SIGN (CANDELARIA
 AH8159'7), TURN LEFT (SE.) ON GRAVELED RD. FOR 2.6 MI. TO RD. FORK, CONTINUE
 AH8159'E. ON MAIN-TRAVELED RD. FOR 1.1 MI. TO Y-RD. FORK AT BEND IN RD., TAKE
 AH8159'RIGHT FORK FOR 1.6 MI. TO HOUSE ON LEFT, TAKE DIM RD. GOING AROUND W.
 AH8159'SIDE OF HOUSE FOR 0.5 MI. TO END OF TRUCK TRAVEL. PACK S. UP RIDGE TO
 AH8159'HIGHEST POINT OF TOP AND STATION.
 AH8159'STATION MARK--STANDARD TABLET STAMPED---CANDELARIA 2 1966--- CEMENTED
 AH8159'IN ROCK OUTCROP.
 AH8159'NOTE--THE STATION MARK WAS PLACED IN THE DRILL HOLE ESTABLISHED BY
 AH8159'NEVADA PROTRACTION DIAGRAM AND CALLED CANDELARIA (NO. G-46).
 AH8159'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 AH8159'1966--- CEMENTED IN ROCK OUTCROP 276.96 FT. FROM STATION MARK IN
 AH8159'DIRECT 37 DEGREES 18 MINUTES.
 AH8159'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 AH8159'1966--- CEMENTED IN ROCK OUTCROP 40.22 FT. FROM STATION MARK IN DIRECT
 AH8159'202 DEGREES 42 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1832 ***********************************************************************
 GR1832  DESIGNATION -  CANDY
 GR1832  PID         -  GR1832
 GR1832  STATE/COUNTY-  NV/CLARK
 GR1832  USGS QUAD   -  MOAPA PEAK (1980)
 GR1832
 GR1832                         *CURRENT SURVEY CONTROL
 GR1832  ___________________________________________________________________
 GR1832* NAD 83(1994)-  36 45 58.47607(N)    114 29 33.78588(W)     ADJUSTED  
 GR1832* NAVD 88     -      1049.0    (meters)    3442.     (feet)  VERTCON   
 GR1832  ___________________________________________________________________
 GR1832  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 GR1832  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 GR1832
 GR1832  HORZ ORDER  -  SECOND
 GR1832
 GR1832.The horizontal coordinates were established by classical geodetic methods
 GR1832.and adjusted by the National Geodetic Survey in June 1998..
 GR1832
 GR1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1832
 GR1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1832
 GR1832.The geoid height was determined by GEOID03.
 GR1832
 GR1832;                    North         East     Units Scale Factor Converg.
 GR1832;SPC NV E     - 8,224,243.723   297,365.776   MT  1.00001676   +0 39 10.2
 GR1832;SPC NV E     -26,982,372.95    975,607.55   sFT  1.00001676   +0 39 10.2
 GR1832;UTM  11      - 4,071,873.414   723,789.549   MT  1.00021704   +1 30 04.9
 GR1832
 GR1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1832!SPC NV E     -   0.99983956  x   1.00001676  =   0.99985632
 GR1832!UTM  11      -   0.99983956  x   1.00021704  =   1.00005657
 GR1832
 GR1832|---------------------------------------------------------------------|
 GR1832| PID    Reference Object                     Distance      Geod. Az  |
 GR1832|                                                           dddmmss.s |
 GR1832| CC4445 CANDY RM 1                            9.530 METERS 06855     |
 GR1832| GR1823 AIRPORT BEACON OVERTON MUN APT      APPROX.23.2 KM 1683853.4 |
 GR1832| CC4446 CANDY RM 2                           11.830 METERS 17205     |
 GR1832|---------------------------------------------------------------------|
 GR1832
 GR1832                          SUPERSEDED SURVEY CONTROL
 GR1832
 GR1832  NAD 83(1994)-  36 45 58.47555(N)    114 29 33.78410(W) AD(       ) 2
 GR1832  NAD 83(1992)-  36 45 58.47447(N)    114 29 33.78469(W) AD(       ) 2
 GR1832  NAD 83(1986)-  36 45 58.46913(N)    114 29 33.78023(W) AD(       ) 2
 GR1832  NAD 27      -  36 45 58.56800(N)    114 29 30.84000(W) AD(       ) 2
 GR1832  NGVD 29 (07/19/86) 1048.3    (m)         3439.     (f) VERT ANG       
 GR1832
 GR1832.Superseded values are not recommended for survey control.
 GR1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1832.See file dsdata.txt to determine how the superseded data were derived.
 GR1832
 GR1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2379071873(NAD 83)
 GR1832_MARKER: DS = TRIANGULATION STATION DISK
 GR1832_SETTING: 80 = SET IN A BOULDER
 GR1832_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GR1832
 GR1832  HISTORY     - Date     Condition        Report By
 GR1832  HISTORY     - 1956     MONUMENTED       CGS
 GR1832  HISTORY     - 1971     GOOD             LAWPC
 GR1832
 GR1832                          STATION DESCRIPTION
 GR1832
 GR1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NES)
 GR1832'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF GLENDALE,
 GR1832'AND ABOUT 2 MILES NORTH OF U.S. HIGHWAY 91.  ON THE MOST
 GR1832'NORTHERLY AND HIGHEST OF A RANGE OF LOW LAVA BUTTES, EXTENDING
 GR1832'NORTH-SOUTH FROM AIRWAYS BEACON 31-A.
 GR1832'
 GR1832'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAYS 91 AND 93 IN
 GR1832'GLENDALE, GO EAST ON U.S. HIGHWAY NO 91 FOR 2.7 MILE TO THE
 GR1832'JUNCTION STATE HIGHWAY 12, CONTINUE EAST ON HIGHWAY 91 FOR
 GR1832'6.6 MILE TO A T ROAD LEFT, (NORTH) (JUST AFTER PASSING STATION
 GR1832'BONE) TURN LEFT AND GO NORTHERLY FOR FOLLOWING MAIN ROAD FOR
 GR1832'0.6 MILE TO A TELEPHONE LINE CROSSING, CONTINUE STRAIGHT AHEAD
 GR1832'FOR 0.3 MILE TO A CATTLE WATERING TANK ON THE LEFT, CONTINUE
 GR1832'ON MAIN TRAVELED ROAD NORTH WEST FOR 1.6 MILE TO A FORK, TAKE
 GR1832'LEFT FORK FOR 0.7 MILE, HERE TURN OFF TRACK ROAD LEFT (SOUTH)
 GR1832'AND GO 0.8 MILE ACROSS COUNTRY TO A LARGE DEEP WASH COMES
 GR1832'DOWN FROM THE STATION BUTTE AND A RIDGE EXTENDING OFF TO
 GR1832'THE EAST AND ETT.  FROM HERE PACK UP DEEP WASH TO TOP OF
 GR1832'RIDGE AND SADDLE TURN RIGHT UP STEEP SLOPE TO TOP OF HILL
 GR1832'AND STATION ON HIGHEST POINT.  PACKING TIME ABOUT 1-1/2
 GR1832'HOURS.
 GR1832'
 GR1832'THE STATION IS ABOUT 2 FEET LOWER THAN THE HIGHEST POINT ON
 GR1832'THE RIDGE AND IT IS SET ON THE WEST SIDE OF THE RIDGE.  IT
 GR1832'IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER AND IT
 GR1832'IS STAMPED CANDY 1957.
 GR1832'
 GR1832'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER THAN THE STATION.
 GR1832'IT IS A STANDARD DISK SET IN A DRILL HOLE IN A LARGE BOULDER.
 GR1832'IT IS STAMPED CANDY NO 1 1957 AND THE BOULDER PROJECTS ABOUT
 GR1832'2 FEET.
 GR1832'
 GR1832'REFERENCE MARK NO. 2 IS ABOUT 10 FEET LOWER THAN THE STATION
 GR1832'AND IT IS SET IN THE TOP OF A LARGE BOULDER WHICH PROJECTS
 GR1832'ABOUT 18 INCHES.  IT IS STAMPED CANDY NO 2 1957.
 GR1832'
 GR1832'NOTE--THERE IS NO AZIMUTH MARK TO STATION.
 GR1832
 GR1832                          STATION RECOVERY (1971)
 GR1832
 GR1832'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GR1832'CANDY 1957-RECOVERED IN GOOD CONDITION.
 GR1832'
 GR1832'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0834 ***********************************************************************
 GS0834  DESIGNATION -  CANE
 GS0834  PID         -  GS0834
 GS0834  STATE/COUNTY-  NV/NYE
 GS0834  USGS QUAD   -  SKULL MOUNTAIN (1983)
 GS0834
 GS0834                         *CURRENT SURVEY CONTROL
 GS0834  ___________________________________________________________________
 GS0834* NAD 83(1994)-  36 46 33.72960(N)    116 10 33.57442(W)     ADJUSTED  
 GS0834* NAVD 88     -      1822.1    (meters)    5978.     (feet)  VERTCON   
 GS0834  ___________________________________________________________________
 GS0834  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 GS0834  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 GS0834
 GS0834  HORZ ORDER  -  FIRST
 GS0834
 GS0834.The horizontal coordinates were established by classical geodetic methods
 GS0834.and adjusted by the National Geodetic Survey in June 1998..
 GS0834
 GS0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0834
 GS0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0834
 GS0834.The geoid height was determined by GEOID03.
 GS0834
 GS0834;                    North         East     Units Scale Factor Converg.
 GS0834;SPC NV C     - 6,224,887.921   543,799.230   MT  0.99992363   +0 17 37.6
 GS0834;SPC NV C     -20,422,819.79  1,784,114.64   sFT  0.99992363   +0 17 37.6
 GS0834;UTM  11      - 4,070,344.358   573,532.110   MT  0.99966661   +0 29 36.0
 GS0834
 GS0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0834!SPC NV C     -   0.99971837  x   0.99992363  =   0.99964203
 GS0834!UTM  11      -   0.99971837  x   0.99966661  =   0.99938508
 GS0834
 GS0834|---------------------------------------------------------------------|
 GS0834| PID    Reference Object                     Distance      Geod. Az  |
 GS0834|                                                           dddmmss.s |
 GS0834| CC4448 CANE RM 2                            15.658 METERS 16133     |
 GS0834| CC4447 CANE RM 1                            11.260 METERS 25959     |
 GS0834| CC4449 CANE RM 3 AZIMUTH                                  3392542.8 |
 GS0834|---------------------------------------------------------------------|
 GS0834
 GS0834                          SUPERSEDED SURVEY CONTROL
 GS0834
 GS0834  NAD 83(1992)-  36 46 33.73241(N)    116 10 33.57526(W) AD(1991.35) 1
 GS0834  NAD 83(1992)-  36 46 33.73988(N)    116 10 33.58114(W) AD(       ) 1
 GS0834  NAD 83(1986)-  36 46 33.73591(N)    116 10 33.57964(W) AD(       ) 1
 GS0834  NAD 27      -  36 46 33.90400(N)    116 10 30.43600(W) AD(       ) 1
 GS0834  NGVD 29 (03/11/99) 1821.2    (m)         5975.     (f) VERT ANG       
 GS0834
 GS0834.Superseded values are not recommended for survey control.
 GS0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0834.See file dsdata.txt to determine how the superseded data were derived.
 GS0834
 GS0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA7353270344(NAD 83)
 GS0834_MARKER: DS = TRIANGULATION STATION DISK
 GS0834_SETTING: 66 = SET IN ROCK OUTCROP
 GS0834_SP_SET: SET IN BEDROCK
 GS0834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0834+STABILITY: POSITION/ELEVATION WELL
 GS0834
 GS0834  HISTORY     - Date     Condition        Report By
 GS0834  HISTORY     - 1906     MONUMENTED       USGS
 GS0834  HISTORY     - 1933     SEE DESCRIPTION  CGS
 GS0834  HISTORY     - 1959     GOOD             USGS
 GS0834  HISTORY     - 1959     GOOD             USGS
 GS0834
 GS0834                          STATION DESCRIPTION
 GS0834
 GS0834'DESCRIBED BY US GEOLOGICAL SURVEY 1906
 GS0834'SEE 1957 RECOVERY FOR DESCRIPTION.
 GS0834'
 GS0834'STATION MARK--STANDARD BRONZE TABLET IN SOLID ROCK.
 GS0834'
 GS0834'RM 1--CHISELED CROSS IN SOLID ROCK.
 GS0834'
 GS0834'RM 2--CHISELED CROSS IN SOLID ROCK.
 GS0834
 GS0834                          STATION RECOVERY (1933)
 GS0834
 GS0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 GS0834'STATION IS ON THE HIGHEST POINT OF THE SKULL MOUNTAINS, ABOUT
 GS0834'5 MILES AIR LINE SW OF CANE SPRINGS, AND ABOUT 14 MILES N OF
 GS0834'WHERE ARMAGOSSA USED TO BE.  IT IS NEAR THE W END OF THE RANGE
 GS0834'WHERE THE RIDGE TURNS FROM W TO S FORMING AN L.
 GS0834'
 GS0834'STATION MARK IS A U.S.G.S. DISK WEDGED IN A DRILL HOLE IN
 GS0834'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARKS
 GS0834'ARE STANDARD BRONZE DISKS WEDGED IN A DRILL HOLE IN OUTCROPPING
 GS0834'BEDROCK AS DESCRIBED IN NOTE 12A.
 GS0834'
 GS0834'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ON THE MOST PROMINENT
 GS0834'OF THE KNOBS ON THE RIDGE THAT RUNS N FROM THE MAIN RIDGE.
 GS0834'IT IS APPROXIMATELY 0.3 MILE NW OF THE STATION.
 GS0834'
 GS0834'CANE SPRING REACHED FROM LAS VEGAS AS FOLLOWS--GO N ON THE LAS
 GS0834'VEGAS-TONOPAH HIGHWAY 65 MILES.  TURN RIGHT ON CANE SPRING
 GS0834'ROAD AND GO 26 MILES.
 GS0834'
 GS0834'REACHED FROM CANE SPRINGS AS FOLLOWS--GO N 0.3 MILE.  TAKE
 GS0834'LEFT FORK AND GO 5.5 MILES (OR 0.5 MILE PAST THE OLD WAHMONIE
 GS0834'TOWN SITE).  TURN LEFT ON DIM ROAD AND GO 1.0 MILE.  THEN TURN
 GS0834'RIGHT UP RIDGE AS FAR AS POSSIBLE, LEAVE TRUCK, THEN GO UP
 GS0834'MAIN CANYON TO THE TOP OF THE RIDGE, THEN ALONG THE RIDGE
 GS0834'TO THE HIGHEST POINT AND STATION.  STATION MARK IS A U.S.G.S.
 GS0834'DISK AND IS LOCATED ABOUT 8 FEET FROM THE N CLIFF OF THE RIDGE.
 GS0834
 GS0834                          STATION RECOVERY (1959)
 GS0834
 GS0834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GS0834'RECOVERED AS DESCRIBED BY USGS IN 1906 AND IN 1933 IN NGS
 GS0834'DESCRIPTION LIST 36 116 1, STATION 1003.  TWO NEW RMS SET.
 GS0834'
 GS0834'RM 1--NGS BRONZE DISK WEDGED IN DRILL HOLE IN BEDROCK.
 GS0834'
 GS0834'RM 2--NGS BRONZE DISK WEDGED IN DRILL HOLE IN BEDROCK.
 GS0834
 GS0834                          STATION RECOVERY (1959)
 GS0834
 GS0834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GS0834'DESCRIPTION AND POSITION LISTED IN NGS QUAD 36116-1, STATION 1003.
 GS0834'STATION MARK--A USGS DISK WEDGED IN A DRILL HOLE IN OUTCROPPING
 GS0834'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR2571 ***********************************************************************
 HR2571  DESIGNATION -  CANON
 HR2571  PID         -  HR2571
 HR2571  STATE/COUNTY-  NV/ESMERALDA
 HR2571  USGS QUAD   -  BOUNDARY PEAK (1994)
 HR2571
 HR2571                         *CURRENT SURVEY CONTROL
 HR2571  ___________________________________________________________________
 HR2571* NAD 83(1994)-  37 47 07.61956(N)    118 15 58.36504(W)     ADJUSTED  
 HR2571* NAVD 88     -      2751.     (meters)    9026.     (feet)  SCALED    
 HR2571  ___________________________________________________________________
 HR2571  LAPLACE CORR-         -13.72  (seconds)                    DEFLEC99
 HR2571  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 HR2571
 HR2571  HORZ ORDER  -  THIRD
 HR2571
 HR2571.The horizontal coordinates were established by classical geodetic methods
 HR2571.and adjusted by the National Geodetic Survey in June 1998..
 HR2571
 HR2571.The orthometric height was scaled from a topographic map.
 HR2571
 HR2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2571
 HR2571.The geoid height was determined by GEOID03.
 HR2571
 HR2571;                    North         East     Units Scale Factor Converg.
 HR2571;SPC NV W     - 4,336,839.496   827,931.697   MT  0.99990961   +0 11 39.5
 HR2571;SPC NV W     -14,228,447.58  2,716,305.91   sFT  0.99990961   +0 11 39.5
 HR2571;SPC CA 3     -   645,008.562 2,196,736.698   MT  0.99992936   +1 22 03.3
 HR2571;SPC CA 3     - 2,116,165.59  7,207,126.98   sFT  0.99992936   +1 22 03.3
 HR2571;UTM  11      - 4,182,765.598   388,504.538   MT  0.99975311   -0 46 33.2
 HR2571
 HR2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2571!SPC NV W     -   0.99957245  x   0.99990961  =   0.99948210
 HR2571!SPC CA 3     -   0.99957245  x   0.99992936  =   0.99950184
 HR2571!UTM  11      -   0.99957245  x   0.99975311  =   0.99932566
 HR2571
 HR2571:                Primary Azimuth Mark                     Grid Az
 HR2571:SPC NV W     -  INDIAN                                   099 10 24.6
 HR2571:SPC CA 3     -  INDIAN                                   098 00 00.8
 HR2571:UTM  11      -  INDIAN                                   100 08 37.3
 HR2571
 HR2571|---------------------------------------------------------------------|
 HR2571| PID    Reference Object                     Distance      Geod. Az  |
 HR2571|                                                           dddmmss.s |
 HR2571| HR2521 INDIAN                              APPROX. 2.6 KM 0992204.1 |
 HR2571|---------------------------------------------------------------------|
 HR2571
 HR2571                          SUPERSEDED SURVEY CONTROL
 HR2571
 HR2571  NAD 83(1992)-  37 47 07.61919(N)    118 15 58.36493(W) AD(       ) 3
 HR2571  NAD 83(1986)-  37 47 07.62721(N)    118 15 58.35330(W) AD(       ) 3
 HR2571  NAD 27      -  37 47 07.83000(N)    118 15 54.97000(W) AD(       ) 3
 HR2571
 HR2571.Superseded values are not recommended for survey control.
 HR2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2571.See file dsdata.txt to determine how the superseded data were derived.
 HR2571
 HR2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB8850582766(NAD 83)
 HR2571
 HR2571  HISTORY     - Date     Condition        Report By
 HR2571  HISTORY     - 1895     MONUMENTED       CGS
 HR2571
 HR2571                          STATION DESCRIPTION
 HR2571
 HR2571'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HR2571'STATION IS ON A SMALL RIDGE IN THE DAVIS CANYON.  IT IS MARKED
 HR2571'BY A DRILL HOLE IN A LARGE BOULDER.
 HR2571'
 HR2571'STATION WAS PUT IN TO SEE VAN SCHMIDTS POST NO. 333 M 23 CH.
 HR2571'AND ALSO TO SEE T 62 HIGH, T 62 AND INDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1483 ***********************************************************************
 KR1483  DESIGNATION -  CANVASBACK
 KR1483  PID         -  KR1483
 KR1483  STATE/COUNTY-  NV/CHURCHILL
 KR1483  USGS QUAD   -  PINTAIL BAY (1969)
 KR1483
 KR1483                         *CURRENT SURVEY CONTROL
 KR1483  ___________________________________________________________________
 KR1483* NAD 83(1994)-  39 40 51.23530(N)    118 29 19.98401(W)     ADJUSTED  
 KR1483* NAVD 88     -      1187.06   (+/-2cm)    3894.5    (feet)  VERTCON   
 KR1483  ___________________________________________________________________
 KR1483  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 KR1483  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 KR1483
 KR1483  HORZ ORDER  -  FIRST
 KR1483  VERT ORDER  -  THIRD ? (See Below)
 KR1483
 KR1483.The horizontal coordinates were established by classical geodetic methods
 KR1483.and adjusted by the National Geodetic Survey in June 1998..
 KR1483
 KR1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1483.The vertical order pertains to the NGVD 29 superseded value.
 KR1483
 KR1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1483
 KR1483.The geoid height was determined by GEOID03.
 KR1483
 KR1483;                    North         East     Units Scale Factor Converg.
 KR1483;SPC NV W     - 4,547,189.922   808,101.962   MT  0.99990081   +0 03 37.1
 KR1483;SPC NV W     -14,918,572.27  2,651,247.85   sFT  0.99990081   +0 03 37.1
 KR1483;UTM  11      - 4,393,400.482   372,316.980   MT  0.99980071   -0 57 02.9
 KR1483
 KR1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1483!SPC NV W     -   0.99981758  x   0.99990081  =   0.99971840
 KR1483!UTM  11      -   0.99981758  x   0.99980071  =   0.99961832
 KR1483
 KR1483|---------------------------------------------------------------------|
 KR1483| PID    Reference Object                     Distance      Geod. Az  |
 KR1483|                                                           dddmmss.s |
 KR1483| DA8860 CANVASBACK RM 1                      11.160 METERS 11916     |
 KR1483| DA8859 CANVASBACK AZ MK                                   1784028.3 |
 KR1483| DA8861 CANVASBACK RM 2                       8.255 METERS 21935     |
 KR1483| KR1556 SAN FRAN SALT LAKE AWY BCN 24       APPROX.34.8 KM 2950614.8 |
 KR1483|---------------------------------------------------------------------|
 KR1483
 KR1483                          SUPERSEDED SURVEY CONTROL
 KR1483
 KR1483  NAD 83(1986)-  39 40 51.25055(N)    118 29 19.98474(W) AD(       ) 1
 KR1483  NAD 27      -  39 40 51.54600(N)    118 29 16.46100(W) AD(       ) 1
 KR1483  NGVD 29 (07/19/86) 1186.13   (m)         3891.5    (f) LEVELING    3  
 KR1483
 KR1483.Superseded values are not recommended for survey control.
 KR1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1483.See file dsdata.txt to determine how the superseded data were derived.
 KR1483
 KR1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD7231793400(NAD 83)
 KR1483_MARKER: DS = TRIANGULATION STATION DISK
 KR1483_SETTING: 0 = UNSPECIFIED SETTING
 KR1483
 KR1483  HISTORY     - Date     Condition        Report By
 KR1483  HISTORY     - 1935     MONUMENTED       CGS
 KR1483  HISTORY     - 1951     GOOD             CGS
 KR1483  HISTORY     - 1953     SEE DESCRIPTION  CGS
 KR1483
 KR1483                          STATION DESCRIPTION
 KR1483
 KR1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 KR1483'STATION IS ON A LOW SANDY HILL IN THE CARSON SINK FLATS NEAR
 KR1483'THE N END OF THE CANVASBACK CLUB GROUNDS, 12 MILES N OF STILLWATER
 KR1483'AND 22 MILES NE OF FALLON, ABOUT 3 MILES N OF A STOCK CORRAL
 KR1483'AND CAMP SHACK WHICH IS THE ONLY SIGN OF HABITATION IN THE
 KR1483'VICINITY.  ALL MARKS ARE SET IN CONCRETE IN THE TOP OF 5-FOOT
 KR1483'LENGTHS OF CAST IRON PIPES PROJECTING 1 FOOT ABOVE THE GROUND.
 KR1483'
 KR1483'TO REACH FROM STILLWATER GO W ON THE FALLON ROAD FOR 0.4 MILE,
 KR1483'TURN RIGHT OR N AT SIGN CANVASBACK CLUB, GO 1.6 MILES, CONTINUE
 KR1483'N ALONG THE IRRIGATION DITCH.  GO 0.2 MILE, CROSS DITCH AND TAKE
 KR1483'THE RIGHT FORK OR MAIN ROAD.  GO 2.1 MILES, TURN LEFT AT GATE AND
 KR1483'CROSS THE BRIDGE, GO 1.7 MILES N ALONG THE W SIDE OF FENCE.
 KR1483'GO STRAIGHT AHEAD AT FENCE CORNER OR N FOR 1.1 MILES, CONTINUE
 KR1483'2.0 MILES TO CORRAL AND SHACK.  FROM HERE THE STATION CAN BE
 KR1483'SEEN 3 MILES N AND BEARS 13 DEG MAGNETIC.  PASS AROUND THE
 KR1483'SHACK AND FOLLOW MAIN ROAD FOR 0.6 MILE.  TURN LEFT, GO 0.5
 KR1483'MILE.  TAKE RIGHT FORK, GO 0.5 MILE.  TAKE LEFT FORK, GO
 KR1483'0.2 MILE.  TURN LEFT, GO 0.8 MILE.  TURN LEFT, GO 0.5 MILE
 KR1483'TO END OF TRUCK TRAVEL.  STATION IS 0.1 MILE N.
 KR1483'
 KR1483'AZIMUTH MARK IS 3/8 MILE SSE IN THE S EDGE OF A BARE SPOT SET
 KR1483'IN AN IRON PIPE.
 KR1483'
 KR1483'ALL OBSERVATIONS TAKEN FROM A 12-FOOT TOWER.
 KR1483
 KR1483                          STATION RECOVERY (1951)
 KR1483
 KR1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1483'THE STATION WAS RECOVERED, BUT NOT OCCUPIED BY AN OBSERVING PARTY.
 KR1483'ALL MARKS WERE FOUND IN GOOD CONDITION AND AS DESCRIBED WITH
 KR1483'THE EXCEPTION THAT THE STATION MARK NOW PROJECTS ABOUT 2 FEET
 KR1483'AND THE REFERENCE MARKS ARE FLUSH.
 KR1483'
 KR1483'THE STATION IS LOCATED ON A SMALL SAND DUNE, 22 MILES NORTHEAST
 KR1483'OF FALLON AND 12 MILES NORTH OF STILLWATER.
 KR1483'
 KR1483'TO REACH THE STATION FROM THE POST OFFICE IN STILLWATER, GO WEST
 KR1483'ON PAVED ROAD 0.35 MILE TO A DIRT ROAD RIGHT.  TURN RIGHT, GO
 KR1483'NORTH 3.9 MILES TO A GATE.  BEAR TO THE LEFT ACROSS A DITCH,
 KR1483'THEN RIGHT AND NORTH 7.0 MILES TO A SMALL LAKE ON THE RIGHT.
 KR1483'CONTINUE STRAIGHT AHEAD NORTHERLY 2.0 MILE TO A GRASSY FLAT.
 KR1483'FROM HERE GO NORTH ACROSS COUNTRY TO THE FIRST SAND DUNE AND
 KR1483'STATION.  A DRIVE STATION WITH A FOUR WHEEL DRIVE VEHICLE.
 KR1483'
 KR1483'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 5 FOOT LENGTH
 KR1483'OF IRON PIPE, FILLED WITH CONCRETE.
 KR1483
 KR1483                          STATION RECOVERY (1953)
 KR1483
 KR1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 KR1483'ALL THE MARKS AT THIS STATION WERE FOUND TO HAVE BEEN MOVED
 KR1483'BY WIND EROSION AND DISTURBED BY STOCK.  THE POSITIONS OF ALL
 KR1483'MARKS ARE LOST.
 KR1483'
 KR1483'STATION CANVASBACK 2 REPLACES THIS STATION IN APPROXIMATELY THE
 KR1483'SAME AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1839 ***********************************************************************
 KR1839  DESIGNATION -  CANVASBACK 2
 KR1839  PID         -  KR1839
 KR1839  STATE/COUNTY-  NV/CHURCHILL
 KR1839  USGS QUAD   -  PINTAIL BAY (1969)
 KR1839
 KR1839                         *CURRENT SURVEY CONTROL
 KR1839  ___________________________________________________________________
 KR1839* NAD 83(1986)-  39 40 51.     (N)    118 29 20.     (W)     SCALED    
 KR1839* NAVD 88     -      1185.63   (+/-2cm)    3889.9    (feet)  VERTCON   
 KR1839  ___________________________________________________________________
 KR1839  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 KR1839
 KR1839  VERT ORDER  -  THIRD ? (See Below)
 KR1839
 KR1839.The horizontal coordinates were scaled from a topographic map and have
 KR1839.an estimated accuracy of +/- 6 seconds.
 KR1839
 KR1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1839.The vertical order pertains to the NGVD 29 superseded value.
 KR1839
 KR1839.The geoid height was determined by GEOID03.
 KR1839
 KR1839;                    North         East    Units  Estimated Accuracy
 KR1839;SPC NV W     - 4,547,180.      808,100.      MT  (+/- 180 meters Scaled)
 KR1839
 KR1839                          SUPERSEDED SURVEY CONTROL
 KR1839
 KR1839  NGVD 29 (07/19/86) 1184.70   (m)         3886.8    (f) LEVELING    3  
 KR1839
 KR1839.Superseded values are not recommended for survey control.
 KR1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1839.See file dsdata.txt to determine how the superseded data were derived.
 KR1839
 KR1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD723933(NAD 83)
 KR1839_MARKER: DS = TRIANGULATION STATION DISK
 KR1839_SETTING: 0 = UNSPECIFIED SETTING
 KR1839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1839
 KR1839  HISTORY     - Date     Condition        Report By
 KR1839  HISTORY     - 1953     MONUMENTED       CGS
 KR1839  HISTORY     - 1954     GOOD             CGS
 KR1839  HISTORY     - 1958     GOOD             CGS
 KR1839  HISTORY     - 1966     GOOD             CGS
 KR1839  HISTORY     - 1968     GOOD             CGS
 KR1839
 KR1839                          STATION DESCRIPTION
 KR1839
 KR1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 KR1839'THE STATION IS LOCATED ON A LOW SAND DUNE IN THE CARSON SINK
 KR1839'FLATS AT THE NORTH END OF THE STILLWATER WILDLIFE MANAGEMENT AREA.
 KR1839'IT IS ABOUT 22 MILES NORTHEAST OF FALLON, 12 MILES NORTH OF
 KR1839'STILLWATER AND ABOUT 0.5 MILE NORTH-NORTHWEST OF THE JUNCTION OF
 KR1839'THE SWAN-LAKE ROAD WITH THE MAIN ROAD AROUND THE WILDLIFE AREA.
 KR1839'
 KR1839'REACHED FROM THE POST OFFICE IN STILLWATER BY GOING WEST ON
 KR1839'THE OILED ROAD TOWARD FALLON FOR 0.35 MILE TO A T ROAD NORTH.
 KR1839'TURN RIGHT AND GO NORTH FOR 1.8 MILES TO AN IRRIGATION DITCH
 KR1839'AND CROSSROADS.  KEEP STRAIGHT AHEAD, CROSSING THE DITCH AND A
 KR1839'CATTLE GUARD JUST BEYOND THE DITCH, AND GO ON THE MAIN TRAVELED
 KR1839'ROAD FOR 2 MILES TO A FORK, IRRIGATION DITCH AND A GATE.  TURN
 KR1839'LEFT, CROSSING THE DITCH, AND CONTINUE IN A NORTHERLY DIRECTION
 KR1839'ON THE MAIN TRAVELED ROAD FOR 7.8 MILES TO A DIM ROAD LEFT,
 KR1839'JUST AFTER TURNING SHARPLY TO THE EAST.  TURN LEFT ON THE DIM
 KR1839'ROAD AND GO IN A NORTHERLY DIRECTION FOR 0.5 MILE TO THE
 KR1839'HIGHEST SAND DUNE AND THE STATION.
 KR1839'
 KR1839'ALL MARKS ARE CEMENTED IN THE TOPS OF 5 FOOT SECTIONS OF 3
 KR1839'INCH SOIL PIPE SET IN THE GROUND AND PROJECTING 16 INCHES.
 KR1839'
 KR1839'THE STATION MARK IS A STANDARD DISK STAMPED CANVASBACK 2 1953,
 KR1839'AND IS 5 FEET WEST OF A WHITE WITNESS POST.
 KR1839'
 KR1839'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CANVASBACK 2 NO 1 1953.
 KR1839'
 KR1839'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CANVASBACK 2 NO 2
 KR1839'1953.
 KR1839'
 KR1839'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CANVASBACK 2 1953.
 KR1839'IT IS SET NEAR THE SOUTH SIDE OF A DRY LAKE BED AND IS 18 INCHES
 KR1839'NORTH OF A WHITE WITNESS POST.  THE DRY LAKE BED CAN BE SEEN
 KR1839'FROM THE STATION AND CAN BE REACHED BY GOING ACROSS COUNTRY.
 KR1839
 KR1839                          STATION RECOVERY (1954)
 KR1839
 KR1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KR1839'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  THE MARKS
 KR1839'ARE LOCATED IN A SANDY AREA AND EROSION AROUND THE MARKS HAS BEEN
 KR1839'PRONOUNCED.  MOST MARKS WERE EXPOSED ABOUT 30 INCHES AND THERE
 KR1839'WERE VISIBLE SIGNS THAT CATTLE WERE RUBBING AGAINST THEM.
 KR1839'SAND WAS THROWN AROUND THE MARKS TO PROTECT THEM, AND A
 KR1839'SAND-FILLED CRIB WAS PLACED AROUND THE STATION MARK IN AN EFFORT
 KR1839'TO PRESERVE IT.  THE DISTANCES AND DIRECTIONS TO THE MARKS DID
 KR1839'NOT AGREE WITH THE 1953 DESCRIPTION.
 KR1839
 KR1839                          STATION RECOVERY (1958)
 KR1839
 KR1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 KR1839'THE STATION WAS RECOVERED AND THE STATION MARK AND BOTH REFERENCE
 KR1839'MARKS WERE LOWERED AS THEY WERE FOUND TO BE PROJECTING ABOVE
 KR1839'GROUND EXCESSIVELY DUE TO EROSION.  THE AZIMUTH MARK WAS IN
 KR1839'GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 KR1839'
 KR1839'THE STATION IS LOCATED ON A LOW SAND DUNE AT THE SOUTH END OF CARSON
 KR1839'SINK AND AT THE NORTH EDGE OF THE STILLWATER WILDLIFE MANAGEMENT
 KR1839'AREA.  IT IS, AIRLINE, ABOUT 19 MILES NORTHEAST OF FALLON AND
 KR1839'12 MILES NORTH OF STILLWATER.
 KR1839'
 KR1839'TO REACH FROM THE POST OFFICE IN STILLWATER, GO WEST ON PAVED
 KR1839'ROAD 0.35 MILE TO SIDE ROAD RIGHT AT FREEMAN INN.  TURN RIGHT
 KR1839'AND GO NORTH ON PAVED ROAD 1.8 MILES TO A DIAGONAL CROSSROAD
 KR1839'AT AN IRRIGATION DITCH.  CONTINUE STRAIGHT AHEAD, NORTH, ACROSS
 KR1839'IRRIGATION DITCH, ON MAIN ROAD FOR 1.95 MILES TO A FORK.  TAKE
 KR1839'LEFT FORK AND GO NORTH, ACROSS IRRIGATION DITCH, KEEPING MAIN
 KR1839'ROAD FOR 1.25 MILES TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT
 KR1839'AHEAD ON MAIN ROAD FOR 0.9 MILE TO SIDE ROAD LEFT AND SIGN
 KR1839'INDIAN LAKE, JUST AFTER CROSSING IRRIGATION DITCH.  CONTINUE
 KR1839'STRAIGHT AHEAD, NORTH, ON MAIN ROAD FOR 1.8 MILES TO A FORK
 KR1839'AND SIGN MILLER BOAT LANDING.  TAKE LEFT FORK AND CONTINUE NORTH
 KR1839'FOR 3.75 MILES TO A DIM FORK LEFT, JUST AFTER MAIN ROAD MAKES
 KR1839'A BEND FROM NORTH TO EAST.  TAKE DIM LEFT FORK AND GO
 KR1839'NORTHEAST FOR 0.6 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 KR1839'FOLLOW TRACK ROAD NORTH, WINDING THROUGH AND DUNES, FOR 0.5
 KR1839'MILE TO SOUTH BASE OF HIGHEST DUNE.  FROM HERE PACK NORTH ABOUT
 KR1839'75 YARDS TO HIGHEST POINT AND STATION.
 KR1839'
 KR1839'THE STATION MARK IS A STANDARD DISK STAMPED CANVASBACK 2 1953,
 KR1839'CEMENTED IN THE TOP OF A 4-INCH SOIL PIPE THAT PROJECTS 6 INCHES
 KR1839'ABOVE GROUND.  IT IS 5 FEET WEST OF A WHITE WITNESS POST.
 KR1839'
 KR1839'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CANVASBACK
 KR1839'2 NO 1 1953, CEMENTED IN THE TOP OF A 4-INCH SOIL PIPE THAT
 KR1839'PROJECTS 18 INCHES ABOVE GROUND.  IT IS ABOUT 8 INCHES HIGHER
 KR1839'THAN THE STATION.
 KR1839'
 KR1839'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CANVASBACK
 KR1839'2 NO 2 1953 CEMENTED IN THE TOP OF A 4-INCH SOIL PIPE THAT
 KR1839'PROJECTS 18 INCHES ABOVE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN
 KR1839'THE STATION.
 KR1839'
 KR1839'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CANVASBACK 2 1953,
 KR1839'CEMENTED IN THE TOP OF A 4-INCH SOIL PIPE THAT PROJECTS 18
 KR1839'INCHES ABOVE GROUND.  IT IS LOCATED AT THE SOUTH EDGE OF A SMALL
 KR1839'DRY LAKE BED THAT IS THE ONLY ONE IN THE VICINITY.  AND IS 2 FEET
 KR1839'NORTH OF A WHITE WITNESS POST AND 100 YARDS NORTH OF A FENCE
 KR1839'LINE.  TO REACH FROM THE STATION, PACK DUE SOUTH FOR ABOUT 1/4
 KR1839'MILE TO DRY LAKE BED AND AZIMUTH MARK.
 KR1839'
 KR1839'NOTE--ALL OBSERVATIONS MADE FROM A 15-FOOT TOWER.
 KR1839
 KR1839                          STATION RECOVERY (1966)
 KR1839
 KR1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KR1839'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 KR1839'CONDITION.  SAND HAS BLOWN FROM AROUND THE MARK, THEY NOW PROJECTS
 KR1839'ABOUT A FOOT BUT ARE STILL SOLID.  A DIFFERENCE IN THE DISTANCE
 KR1839'AND DIRECTION TO REFERENCE MARK 1 WAS FOUND.
 KR1839'
 KR1839'DUE TO CHANGES IN THE TO REACH A NEW DESCRIPTION FOLLOW--
 KR1839'
 KR1839'STATION IS LOCATED ABOUT 19 MILES NORTHWEST OF FALLON AND ABOUT
 KR1839'12 MILES NORTH OF STILLWATER ON A LOW SAND DUNE AT THE SOUTH END
 KR1839'OF CARSON SINK.
 KR1839'
 KR1839'TO REACH FROM THE POST OFFICE IN STILLWATER, GO WEST ON SURFACE
 KR1839'ROAD FOR 0.35 MILE TO SIDE ROAD RIGHT, TURN RIGHT, GO NORTH FOR
 KR1839'1.8 MILES TO CROSSROAD AT IRRIGATION DITCH, CONTINUE ON MAIN
 KR1839'ROAD FOR 1.9 MILES TO FORK, KEEP LEFT, CONTINUE 2.15 MILES
 KR1839'TO SIDE ROAD LEFT AND SIGN INDIAN LAKE, CONTINUE FOR 1.8 MILES
 KR1839'TO FORK AND SIGN MILLER LANDING, KEEP LEFT, FOLLOW MAIN ROAD
 KR1839'FOR 3.7 MILES TO FORK AFTER MAIN ROAD TURNS EAST, TAKE THE LEFT
 KR1839'FORK AND FOLLOW TRACK ROAD FOR 0.8 MILE TO A SIDE ROAD RIGHT
 KR1839'(TURN RIGHT AND GO EAST FOR 0.1 MILE TO AZIMUTH MARK),
 KR1839'CONTINUE FOR 0.2 MILE TO END OF TRUCK TRAVEL AND STATION ON SAND
 KR1839'DUNE 200 YARDS NORTHEAST.
 KR1839'
 KR1839'STATION MARK, A STANDARD DISK STAMPED CANVASBACK 2 1953, IS
 KR1839'CEMENTED IN THE TOP OF A 4 INCH SOIL PIPE WHICH PROJECTS 12
 KR1839'INCHES.  THE MARK IS 19.1 FEET NORTHWEST OF WITNESS POST.
 KR1839'
 KR1839'REFERENCE MARK 1, A STANDARD DISK STAMPED CANVASBACK 2 NO 1 1953,
 KR1839'IS CEMENTED IN THE TOP OF A 4 INCH SOIL PIPE WHICH PROJECTS 18
 KR1839'INCHES.  THE MARK IS 26.4 FEET SOUTH OF WITNESS POST.
 KR1839'
 KR1839'REFERENCE MARK 2, A STANDARD DISK STAMPED CANVASBACK 2 NO 2
 KR1839'1953, IS CEMENTED IN THE TOP OF A 4 INCH SOIL PIPE WHICH PROJECTS
 KR1839'18 INCHES.  THE MARK IS 44.6 FEET WEST OF WITNESS POST.
 KR1839'
 KR1839'AZIMUTH MARK, A STANDARD DISK STAMPED CANVASBACK 2 1953, IS
 KR1839'CEMENTED IN THE TOP OF A 4 INCH SOIL PIPE WHICH PROJECTS 18
 KR1839'INCHES.  THE MARK IS SOUTH OF CENTER OF A LARGE CLEARED AREA AND
 KR1839'1.5 FEET NORTH OF WITNESS POST.
 KR1839'
 KR1839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES NORTH
 KR1839'OF STILLWATER
 KR1839
 KR1839                          STATION RECOVERY (1968)
 KR1839
 KR1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JV)
 KR1839'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR2593 ***********************************************************************
 HR2593  DESIGNATION -  CAP
 HR2593  PID         -  HR2593
 HR2593  STATE/COUNTY-  NV/MINERAL
 HR2593  USGS QUAD   -  TRUMAN MEADOWS (1994)
 HR2593
 HR2593                         *CURRENT SURVEY CONTROL
 HR2593  ___________________________________________________________________
 HR2593* NAD 83(1994)-  37 59 16.14472(N)    118 28 14.11862(W)     ADJUSTED  
 HR2593* NAVD 88     -      2581.     (meters)    8468.     (feet)  SCALED    
 HR2593  ___________________________________________________________________
 HR2593  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 HR2593  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 HR2593
 HR2593  HORZ ORDER  -  THIRD
 HR2593
 HR2593.The horizontal coordinates were established by classical geodetic methods
 HR2593.and adjusted by the National Geodetic Survey in June 1998..
 HR2593
 HR2593.The orthometric height was scaled from a topographic map.
 HR2593
 HR2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2593
 HR2593.The geoid height was determined by GEOID03.
 HR2593
 HR2593;                    North         East     Units Scale Factor Converg.
 HR2593;SPC NV W     - 4,359,257.598   809,903.305   MT  0.99990121   +0 04 09.8
 HR2593;SPC NV W     -14,301,997.64  2,657,157.76   sFT  0.99990121   +0 04 09.8
 HR2593;SPC CA 3     -   667,053.485 2,178,252.608   MT  0.99993769   +1 14 32.9
 HR2593;SPC CA 3     - 2,188,491.31  7,146,483.76   sFT  0.99993769   +1 14 32.9
 HR2593;UTM  11      - 4,205,483.570   370,861.431   MT  0.99980540   -0 54 18.9
 HR2593
 HR2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2593!SPC NV W     -   0.99959898  x   0.99990121  =   0.99950023
 HR2593!SPC CA 3     -   0.99959898  x   0.99993769  =   0.99953670
 HR2593!UTM  11      -   0.99959898  x   0.99980540  =   0.99940446
 HR2593
 HR2593:                Primary Azimuth Mark                     Grid Az
 HR2593:SPC NV W     -  T 54                                     234 41 53.9
 HR2593:SPC CA 3     -  T 54                                     233 31 30.8
 HR2593:UTM  11      -  T 54                                     235 40 22.6
 HR2593
 HR2593|---------------------------------------------------------------------|
 HR2593| PID    Reference Object                     Distance      Geod. Az  |
 HR2593|                                                           dddmmss.s |
 HR2593| HR2645 T 54                                APPROX. 5.2 KM 2344603.7 |
 HR2593|---------------------------------------------------------------------|
 HR2593
 HR2593                          SUPERSEDED SURVEY CONTROL
 HR2593
 HR2593  NAD 83(1992)-  37 59 16.12677(N)    118 28 14.12207(W) AD(       ) 3
 HR2593  NAD 83(1986)-  37 59 16.12533(N)    118 28 14.10291(W) AD(       ) 3
 HR2593  NAD 27      -  37 59 16.40800(N)    118 28 10.69800(W) AD(       ) 3
 HR2593
 HR2593.Superseded values are not recommended for survey control.
 HR2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2593.See file dsdata.txt to determine how the superseded data were derived.
 HR2593
 HR2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC7086105484(NAD 83)
 HR2593
 HR2593  HISTORY     - Date     Condition        Report By
 HR2593  HISTORY     - 1894     MONUMENTED       CGS
 HR2593  HISTORY     - 1940     SEE DESCRIPTION  USFS
 HR2593
 HR2593                          STATION DESCRIPTION
 HR2593
 HR2593'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (CHS)
 HR2593'STATION IS LOCATED ON THE SUMMIT OF A HIGH BARE PEAK, CAPPED WITH
 HR2593'STONE.  IT IS VERY CONSPICUOUS AND THE HIGHEST OF THE BARE SUMMITS
 HR2593'NEAR THE VALLEY JUST NW OF THE WHITE MOUNTAINS WHERE THE RAILROAD
 HR2593'PASSES.  A DRILL HOLE IN ONE OF THE HIGHEST ROCKS ON THE S EDGE
 HR2593'OF THE SUMMIT AND A PILE OF STONES AROUND THE POLE SERVE TO
 HR2593'MARK THE STATION.  THE ROAD TO HONTOON VALLEY PASSES JUST ON THE
 HR2593'S SIDE OF THIS POINT IN THE VALLEY.
 HR2593
 HR2593                          STATION RECOVERY (1940)
 HR2593
 HR2593'RECOVERY NOTE BY US FOREST SERVICE 1940
 HR2593'RECOVERED IN FAIR CONDITION.  DRILL HOLE IN SOLID ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0503 ***********************************************************************
 KQ0503  DESIGNATION -  CAP
 KQ0503  PID         -  KQ0503
 KQ0503  STATE/COUNTY-  NV/EUREKA
 KQ0503  USGS QUAD   -  BELLEVUE PEAK (1990)
 KQ0503
 KQ0503                         *CURRENT SURVEY CONTROL
 KQ0503  ___________________________________________________________________
 KQ0503* NAD 83(1994)-  39 19 59.71497(N)    116 05 12.67066(W)     ADJUSTED  
 KQ0503* NAVD 88     -      2722.8    (meters)    8933.     (feet)  VERTCON   
 KQ0503  ___________________________________________________________________
 KQ0503  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 KQ0503  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 KQ0503
 KQ0503  HORZ ORDER  -  FIRST
 KQ0503
 KQ0503.The horizontal coordinates were established by classical geodetic methods
 KQ0503.and adjusted by the National Geodetic Survey in June 1998..
 KQ0503
 KQ0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0503
 KQ0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0503
 KQ0503.The geoid height was determined by GEOID03.
 KQ0503
 KQ0503;                    North         East     Units Scale Factor Converg.
 KQ0503;SPC NV E     - 8,508,713.120   156,591.484   MT  0.99992319   -0 19 08.9
 KQ0503;SPC NV E     -27,915,669.63    513,750.56   sFT  0.99992319   -0 19 08.9
 KQ0503;UTM  11      - 4,354,156.730   578,699.409   MT  0.99967626   +0 34 43.7
 KQ0503
 KQ0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0503!SPC NV E     -   0.99957631  x   0.99992319  =   0.99949953
 KQ0503!UTM  11      -   0.99957631  x   0.99967626  =   0.99925271
 KQ0503
 KQ0503|---------------------------------------------------------------------|
 KQ0503| PID    Reference Object                     Distance      Geod. Az  |
 KQ0503|                                                           dddmmss.s |
 KQ0503| DC9918 CAP RM 1                             10.813 METERS 04259     |
 KQ0503| KQ0502 CAP CAIRN                             5.030 METERS 07538     |
 KQ0503| KQ0508 NINE MILE PK CAIRN                  APPROX.25.1 KM 2142744.9 |
 KQ0503| KQ0509 NINEMILE                            APPROX.25.1 KM 2142743.7 |
 KQ0503| DC9917 CAP AZ MK                                          2854817.3 |
 KQ0503| DC9919 CAP RM 2                              7.368 METERS 29611     |
 KQ0503|---------------------------------------------------------------------|
 KQ0503
 KQ0503                          SUPERSEDED SURVEY CONTROL
 KQ0503
 KQ0503  NAD 83(1986)-  39 19 59.71203(N)    116 05 12.67064(W) AD(       ) 1
 KQ0503  NAD 27      -  39 19 59.96500(N)    116 05 09.45200(W) AD(       ) 1
 KQ0503  NGVD 29 (07/19/86) 2721.4    (m)         8928.     (f) VERT ANG       
 KQ0503
 KQ0503.Superseded values are not recommended for survey control.
 KQ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0503.See file dsdata.txt to determine how the superseded data were derived.
 KQ0503
 KQ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND7869954157(NAD 83)
 KQ0503_MARKER: DS = TRIANGULATION STATION DISK
 KQ0503_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0503
 KQ0503  HISTORY     - Date     Condition        Report By
 KQ0503  HISTORY     - 1954     MONUMENTED       CGS
 KQ0503  HISTORY     - 1954     GOOD             CGS
 KQ0503  HISTORY     - 1971     GOOD             USGS
 KQ0503
 KQ0503                          STATION DESCRIPTION
 KQ0503
 KQ0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0503'THE STATION IS LOCATED ABOUT 14 MILES, AIR LINE, SOUTH-SOUTHWEST
 KQ0503'OF EUREKA.  IT IS ON A ROCK LEDGE ON TOP OF A BARE HILL.
 KQ0503'
 KQ0503'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 KQ0503'20 WHICH IS ABOUT 3 MILES NORTHWEST OF EUREKA, GO WEST ON U.S.
 KQ0503'HIGHWAY 50 FOR 12.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT,
 KQ0503'SOUTH, AND FOLLOW THE MAIN BLADED ROAD FOR 10.75 MILES TO A
 KQ0503'FORK.  TAKE THE LEFT FORK, SOUTHEAST, AND GO 3.45 MILES TO A
 KQ0503'CROSS ROAD.  CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO A REVERSE
 KQ0503'Y, A SMALL BUILDING, AND WATER TROUGH.  CONTINUE STRAIGHT
 KQ0503'AHEAD, SOUTHEAST, FOR 0.6 MILE TO A FORK.  TAKE THE LEFT FORK
 KQ0503'AND GO 2.0 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 1.2
 KQ0503'MILES TO SOME OLD BUILDINGS AND CORRALS.  TURN RIGHT JUST
 KQ0503'BEYOND WATER TANK AND FOLLOW DIM TRACK ROAD AROUND HILL AND
 KQ0503'UP CANYON FOR 1.3 MILES.  TURN RIGHT AND GO 0.2 MILE TO
 KQ0503'TOP OF RIDGE AND THE AZIMUTH MARK.  DRIVE EAST UP RIDGE
 KQ0503'FOR 0.4 MILE TO THE HIGHEST POINT AND THE STATION.  THIS IS A
 KQ0503'DRIVE STATION WITH A 4-WHEEL DRIVE VEHICLE.
 KQ0503'
 KQ0503'THE STATION MARK, A STANDARD DISK STAMPED CAP 1954, IS SET IN
 KQ0503'A DRILL HOLE IN OUTCROPPING BEDROCK.
 KQ0503'
 KQ0503'REFERENCE MARK 1, A STANDARD DISK STAMPED CAP NO 1 1954, IS SET
 KQ0503'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS NEAR THE NORTHEAST
 KQ0503'EDGE OF THE ROCK LEDGE AND IS 1 FOOT LOWER THAN THE STATION
 KQ0503'MARK.
 KQ0503'
 KQ0503'REFERENCE MARK 2, A STANDARD DISK STAMPED CAP NO 2 1954, IS SET
 KQ0503'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS NEAR THE WEST
 KQ0503'EDGE OF THE ROCK LEDGE AND IS 4 FEET LOWER THAN THE STATION
 KQ0503'MARK.
 KQ0503'
 KQ0503'THE AZIMUTH MARK, A STANDARD DISK STAMPED CAP 1954, IS SET IN
 KQ0503'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 KQ0503'GROUND.  IT IS 8 FEET NORTHWEST OF A WHITE WITNESS POST.
 KQ0503'
 KQ0503'THE CAIRN IS 5 FEET HIGH AND ON THE HIGHEST PART OF THE ROCK
 KQ0503'LEDGE.
 KQ0503
 KQ0503                          STATION RECOVERY (1954)
 KQ0503
 KQ0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KQ0503'ALL MARKS IN GOOD CONDITION.
 KQ0503'
 KQ0503'REACHED BY HELICOPTER.
 KQ0503'
 KQ0503'STATION MARK A STANDARD DISK STAMPED----CAP 1954---,SET IN A DRILL
 KQ0503'HOLE IN OUTCROPPING BEDROCK.
 KQ0503
 KQ0503                          STATION RECOVERY (1971)
 KQ0503
 KQ0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KQ0503'INSTRUMENT STAND 4.5 FT ABOVE STATION MARK.
 KQ0503'
 KQ0503'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 KQ0503'39 116 2, STATION 1003.  ALL MARKS IN GOOD CONDITION.
 KQ0503'
 KQ0503'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0502 ***********************************************************************
 KQ0502  DESIGNATION -  CAP CAIRN
 KQ0502  PID         -  KQ0502
 KQ0502  STATE/COUNTY-  NV/EUREKA
 KQ0502  USGS QUAD   -  BELLEVUE PEAK (1990)
 KQ0502
 KQ0502                         *CURRENT SURVEY CONTROL
 KQ0502  ___________________________________________________________________
 KQ0502* NAD 83(1994)-  39 19 59.75544(N)    116 05 12.46720(W)     ADJUSTED  
 KQ0502* NAVD 88     -      2722.     (meters)    8930.     (feet)  SCALED    
 KQ0502  ___________________________________________________________________
 KQ0502  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 KQ0502  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 KQ0502
 KQ0502  HORZ ORDER  -  THIRD
 KQ0502
 KQ0502.The horizontal coordinates were established by classical geodetic methods
 KQ0502.and adjusted by the National Geodetic Survey in June 1998..
 KQ0502
 KQ0502.The orthometric height was scaled from a topographic map.
 KQ0502
 KQ0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0502
 KQ0502.The geoid height was determined by GEOID03.
 KQ0502
 KQ0502;                    North         East     Units Scale Factor Converg.
 KQ0502;SPC NV E     - 8,508,714.340   156,596.363   MT  0.99992319   -0 19 08.8
 KQ0502;SPC NV E     -27,915,673.63    513,766.57   sFT  0.99992319   -0 19 08.8
 KQ0502;UTM  11      - 4,354,158.026   578,704.268   MT  0.99967627   +0 34 43.8
 KQ0502
 KQ0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0502!SPC NV E     -   0.99957637  x   0.99992319  =   0.99949959
 KQ0502!UTM  11      -   0.99957637  x   0.99967627  =   0.99925278
 KQ0502
 KQ0502                          SUPERSEDED SURVEY CONTROL
 KQ0502
 KQ0502  NAD 83(1986)-  39 19 59.75251(N)    116 05 12.46719(W) AD(       ) 4
 KQ0502  NAD 27      -  39 20 00.01000(N)    116 05 09.25000(W) AD(       ) 3
 KQ0502
 KQ0502.Superseded values are not recommended for survey control.
 KQ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0502.See file dsdata.txt to determine how the superseded data were derived.
 KQ0502
 KQ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND7870454158(NAD 83)
 KQ0502_MARKER: 72 = CAIRN
 KQ0502
 KQ0502  HISTORY     - Date     Condition        Report By
 KQ0502  HISTORY     - 1954     FIRST OBSERVED   CGS
 KQ0502
 KQ0502                          STATION DESCRIPTION
 KQ0502
 KQ0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KQ0502'STATION CAP IS LOCATED ABOUT 14 MILES, AIR LINE, SOUTH-SOUTHWEST
 KQ0502'OF EUREKA.  IT IS ON A ROCK LEDGE ON TOP OF A BARE HILL.
 KQ0502'
 KQ0502'THE CAIRN IS 5 FEET HIGH AND ON THE HIGHEST PART OF THE ROCK
 KQ0502'LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8033 ***********************************************************************
 AH8033  DESIGNATION -  CARICO PEAK
 AH8033  PID         -  AH8033
 AH8033  STATE/COUNTY-  NV/LANDER
 AH8033  USGS QUAD   -  WOOD SPRING CANYON (1990)
 AH8033
 AH8033                         *CURRENT SURVEY CONTROL
 AH8033  ___________________________________________________________________
 AH8033* NAD 83(1994)-  40 04 13.24627(N)    116 52 02.67695(W)     ADJUSTED  
 AH8033* NAVD 88     -      2437.     (meters)    7995.     (feet)  SCALED    
 AH8033  ___________________________________________________________________
 AH8033  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 AH8033  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 AH8033
 AH8033  HORZ ORDER  -  THIRD
 AH8033
 AH8033.The horizontal coordinates were established by classical geodetic methods
 AH8033.and adjusted by the National Geodetic Survey in February 1999..
 AH8033
 AH8033.The orthometric height was scaled from a topographic map.
 AH8033
 AH8033.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8033
 AH8033.The geoid height was determined by GEOID03.
 AH8033
 AH8033;                    North         East     Units Scale Factor Converg.
 AH8033;SPC NV C     - 6,590,441.872   482,877.040   MT  0.99990361   -0 07 45.2
 AH8033;SPC NV C     -21,622,141.38  1,584,239.09   sFT  0.99990361   -0 07 45.2
 AH8033;UTM  11      - 4,435,573.426   511,306.199   MT  0.99960157   +0 05 07.3
 AH8033
 AH8033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8033!SPC NV C     -   0.99962112  x   0.99990361  =   0.99952476
 AH8033!UTM  11      -   0.99962112  x   0.99960157  =   0.99922284
 AH8033
 AH8033                          SUPERSEDED SURVEY CONTROL
 AH8033
 AH8033.No superseded survey control is available for this station.
 AH8033
 AH8033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE1130635573(NAD 83)
 AH8033_MARKER: DS = TRIANGULATION STATION DISK
 AH8033_SETTING: 66 = SET IN ROCK OUTCROP
 AH8033_PROJECTION: FLUSH
 AH8033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8033+STABILITY: POSITION/ELEVATION WELL
 AH8033
 AH8033  HISTORY     - Date     Condition        Report By
 AH8033  HISTORY     - 1959     MONUMENTED       USGS
 AH8033
 AH8033                          STATION DESCRIPTION
 AH8033
 AH8033'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH8033'LOCATED ABOUT 14 MI SW. OF GOLD ACRES. ON PROMINENT LONE PEAK ON EAST
 AH8033'SIDE OF CARICO LAKE VALLEY.
 AH8033'TO REACH FROM BEOWAVE, DRIVE 24.5 MI S. ON STATE HWY. 21 TO RD.
 AH8033'CROSSING HWY. AT ANGLE. TURN LEFT ON DIRT RD. 1.4 MI TO X-RD. AT PIPE
 AH8033'LINE, CONTINUE STRAIGHT AHEAD 5 MI TO RD. FORK AND SIGN HARRY
 AH8033'FILIPPINI. TAKE LEFT FORK 2.3 MI TO T-RD. JCT. TURN LEFT 0.3 MI TO RD.
 AH8033'FORK. TAKE RIGHT FORK 10.3MI S. STAYING ON MAIN-TRAVELED RD. TO SADDLE
 AH8033'AND DIM T-RD. JCT. TURN RIGHT ON TRACK RD. 1.3 MI TO CLEARED SPOT ON
 AH8033'RIDGE. TURN LEFT OFF RD. CROSS-COUNTRY W. UP RIDGE ABOUT 0.5 MI
 AH8033'(4-WHEEL DRIVE). PACK NW. TO TOP AND STATION. ABOUT A 1-HOUR PACK.
 AH8033'STATION MARK--STANDARD TABLET STAMPED---CARICO PEAK 1959---, CEMENTED
 AH8033'IN ROCK OUTCROP.
 AH8033'RM 1--STANDARD RM TABLET STAMPED---NO 1 1959---, CEMENTED IN ROCK.
 AH8033'RM 2--STANDARD RM TABLET STAMPED---NO 2 1959---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0884 ***********************************************************************
 LR0884  DESIGNATION -  CARLIN
 LR0884  PID         -  LR0884
 LR0884  STATE/COUNTY-  NV/ELKO
 LR0884  USGS QUAD   -  CARLIN EAST (1985)
 LR0884
 LR0884                         *CURRENT SURVEY CONTROL
 LR0884  ___________________________________________________________________
 LR0884* NAD 83(1994)-  40 37 37.31487(N)    116 01 28.73524(W)     ADJUSTED  
 LR0884* NAVD 88     -      2262.2    (meters)    7422.     (feet)  VERTCON   
 LR0884  ___________________________________________________________________
 LR0884  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 LR0884  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 LR0884
 LR0884  HORZ ORDER  -  FIRST
 LR0884
 LR0884.The horizontal coordinates were established by classical geodetic methods
 LR0884.and adjusted by the National Geodetic Survey in June 1998..
 LR0884
 LR0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0884
 LR0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0884
 LR0884.The geoid height was determined by GEOID03.
 LR0884
 LR0884;                    North         East     Units Scale Factor Converg.
 LR0884;SPC NV E     - 8,652,325.135   162,665.018   MT  0.99991715   -0 17 14.5
 LR0884;SPC NV E     -28,386,836.71    533,676.81   sFT  0.99991715   -0 17 14.5
 LR0884;UTM  11      - 4,497,812.603   582,489.800   MT  0.99968375   +0 38 06.4
 LR0884
 LR0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0884!SPC NV E     -   0.99964822  x   0.99991715  =   0.99956540
 LR0884!UTM  11      -   0.99964822  x   0.99968375  =   0.99933208
 LR0884
 LR0884:                Primary Azimuth Mark                     Grid Az
 LR0884:SPC NV E     -  AIRWAY BN 40 RENO TO SALT LAKE           017 03 14.0
 LR0884:UTM  11      -  AIRWAY BN 40 RENO TO SALT LAKE           016 07 53.1
 LR0884
 LR0884|---------------------------------------------------------------------|
 LR0884| PID    Reference Object                     Distance      Geod. Az  |
 LR0884|                                                           dddmmss.s |
 LR0884| LQ0749 AIRWAY BN 40 RENO TO SALT LAKE      APPROX.11.9 KM 0164559.5 |
 LR0884| DC9920 CARLIN AZ MK                                       2435011.5 |
 LR0884| AH7997 CARLIN RM 2                          11.133 METERS 24640     |
 LR0884| LR0894 AIRWAY BCN 39 SAN FRAN SALT LK      APPROX.21.3 KM 2774910.0 |
 LR0884| AH7996 CARLIN RM 1                          16.268 METERS 33612     |
 LR0884|---------------------------------------------------------------------|
 LR0884
 LR0884                          SUPERSEDED SURVEY CONTROL
 LR0884
 LR0884  NAD 83(1986)-  40 37 37.31858(N)    116 01 28.72687(W) AD(       ) 1
 LR0884  NAD 27      -  40 37 37.60400(N)    116 01 25.46100(W) AD(       ) 1
 LR0884  NGVD 29 (07/19/86) 2261.1    (m)         7418.     (f) VERT ANG       
 LR0884
 LR0884.Superseded values are not recommended for survey control.
 LR0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0884.See file dsdata.txt to determine how the superseded data were derived.
 LR0884
 LR0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE8249097813(NAD 83)
 LR0884_MARKER: DD = SURVEY DISK
 LR0884_SETTING: 66 = SET IN ROCK OUTCROP
 LR0884_PROJECTION: FLUSH
 LR0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0884+STABILITY: POSITION/ELEVATION WELL
 LR0884
 LR0884  HISTORY     - Date     Condition        Report By
 LR0884  HISTORY     - 1940     MONUMENTED       CGS
 LR0884  HISTORY     - 1945     GOOD             USGS
 LR0884  HISTORY     - 1958     GOOD             CGS
 LR0884
 LR0884                          STATION DESCRIPTION
 LR0884
 LR0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LR0884'STATION IS 8 MILES SE OF CARLIN, 5-1/2 MILES S OF THE HUMBOLDT
 LR0884'RIVER ON THE SUMMIT OF A FLAT-TOPPED HILL, WHICH IS THE
 LR0884'HIGHEST POINT IN THE IMMEDIATE VICINITY, ABOUT ONE MILE AIR
 LR0884'LINE ENE OF TWO CONE-SHAPED PEAKS WHICH ARE SLIGHTLY LOWER.
 LR0884'A LONE BUNCH OF BRUSH, 30 YARDS W OF STATION, IDENTIFIES THE
 LR0884'HILL FOR SOME DISTANCE AWAY.
 LR0884'
 LR0884'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LR0884'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 LR0884'
 LR0884'REFERENCE MARK NO. 1 IS ABOUT 53 FEET NNW OF THE STATION
 LR0884'AND ABOUT 2 FEET LOWER IN ELEVATION.
 LR0884'
 LR0884'REFERENCE MARK NO. 2 IS ABOUT 37 FEET WSW OF THE STATION AND
 LR0884'AT ABOUT THE SAME LEVEL.
 LR0884'
 LR0884'AZIMUTH MARK IS APPROXIMATELY 1 MILE, AIR LINE, WSW, ON THE
 LR0884'SUMMIT OF THE SOUTHERLY AND HIGHER OF THE TWO PEAKS OF THE
 LR0884'DOUBLE-TOPPED HILL MENTIONED BELOW, AND ABOUT 100 YARDS TO
 LR0884'RIGHT OF SADDLE ENROUTE TO STATION.  IT IS SLIGHTLY LOWER
 LR0884'THAN THE STATION IN ELEVATION.
 LR0884'
 LR0884'TO REACH FROM CARLIN, GO W ON ROAD TO LEFT OF RAILROAD DEPOT
 LR0884'ALONG S SIDE OF RAILROAD TRACKS, 0.45 MILE.  KEEP STRAIGHT
 LR0884'AHEAD 0.4 MILE.  CROSS RAILROAD, CONTINUE ON MAIN ROAD BETWEEN
 LR0884'FENCE LINES 0.6 MILE.  BEAR LEFT, CROSS RAILROAD, GO 0.15
 LR0884'MILE TO HUMBOLDT RIVER BRIDGE.  CONTINUE 0.5 MILE, CROSS
 LR0884'WESTERN PACIFIC RAILROAD.  TURN LEFT AND FOLLOW MAIN-TRAVELED
 LR0884'ROAD 5.1 MILES TO SUMMIT.  TURN LEFT ON DIM ROAD ALONG RIDGE
 LR0884'0.45 MILE TO SMALL CORRAL.  PASS TO RIGHT OF SMALL CORRAL.
 LR0884'TURN SHARP LEFT AND FOLLOW ROAD 0.5 MILE.  TURN LEFT AT CREST
 LR0884'OF RIDGE.  CROSS COUNTRY, FOLLOW RIDGE EASTWARD 1.1 MILES TO
 LR0884'SUMMIT OF BALD HILL.  STATION IS BALD, FLAT-TOPPED HILL,
 LR0884'LONE BUSH ABOUT THE MIDDLE, AND LIES 79-1/2 DEG MAGNETIC.
 LR0884'BEAR TO RIGHT ALONG MAIN RIDGE 0.1 MILE INTO SADDLE.
 LR0884'THENCE FOLLOW COW TRAIL ALONG RIDGE 1.2 MILES.  FROM THIS
 LR0884'POINT, STATION LIES BEHIND THE N PEAK OF A DOUBLE-TOPPED
 LR0884'HILL, APPROXIMATELY 2 MILES, AT 69 DEG MAGNETIC.  CONTINUE
 LR0884'ALONG RIDGE AND UP SIDE OF DOUBLE-TOPPED HILL AS FAR AS TRUCK
 LR0884'CAN BE DRIVEN.  THENCE PACK THROUGH SADDLE AND CONTINUE
 LR0884'EASTERLY ABOUT 1 MILE TO FLAT SUMMIT OF HILL AND STATION
 LR0884'(ABOUT 1-HOUR PACK).
 LR0884
 LR0884                          STATION RECOVERY (1945)
 LR0884
 LR0884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 LR0884'RECOVERED AS DESCRIBED BY NGS IN 1940 IN DESCRIPTION LIST 40 116 1,
 LR0884'STATION 1002. RM OBSERVATIONS AGREE WITH NGS.
 LR0884
 LR0884                          STATION RECOVERY (1958)
 LR0884
 LR0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0884'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 LR0884'IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO MARKS
 LR0884'CHECKED THE 1940 DATA.  THE AZIMUTH MARK WAS NOT RECOVERED.
 LR0884'A NEW ROUTE FOLLOWS AND STATION MAY BE DRIVEN WITH A 4-WHEEL
 LR0884'DRIVE VEHICLE.
 LR0884'
 LR0884'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 LR0884'20 IN CARLIN, GO SOUTHWEST ON STATE HIGHWAY 20 FOR 2.6 MILES
 LR0884'TO THE SECOND RAILROAD CROSSING.  CROSS TRACKS, TAKE LEFT FORK
 LR0884'AND FOLLOW WINDING ROAD UP GRADE EASTERLY FOR 0.8 MILE TO A
 LR0884'FORK.  TAKE LEFT FORK ON BLADED ROAD EASTERLY AND SOUTHERLY
 LR0884'FOR 4.2 MILES TO FORK.  KEEP RIGHT FORK STRAIGHT AHEA D AND
 LR0884'FOLLOW MAIN ROAD FOR 2.6 MILES TO A FORK LEFT AND 50 YARDS
 LR0884'FARTHER A FORK TO RIGHT.  KEEP STRAIGHT AHEAD ON MAIN ROAD
 LR0884'FOR 2.1 MILES TO SUMMIT OF PASS AT HEAD OF TONKA CREEK AND A
 LR0884'CORRALS ON THE RIGHT, WEST SIDE OF ROAD.  THE STATION HILL
 LR0884'IS ABOUT 1-1/4 MILES AIR LINE WEST-SOUTHWEST OF THIS POINT.
 LR0884'TURN RIGHT, WEST (ALONG SOUTH SIDE OF CORRALS) FOR 0.25
 LR0884'MILE TO A POINT JUST BEFORE REACHING AN OLD SHEEPHERDERS
 LR0884'CAMPSITE.  TURN LEFT AND GO SOUTHERLY CROSSCOUNTRY OUT ACROSS
 LR0884'THE DRAW THEN UP RIDGE TO CREST, THENCE SOUTHWEST AND WEST
 LR0884'UP RIDGE TO SUMMIT AND STATION, A DISTANCE OF ABOUT 1.2
 LR0884'MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0502 ***********************************************************************
 LQ0502  DESIGNATION -  CARLO RM 1
 LQ0502  PID         -  LQ0502
 LQ0502  STATE/COUNTY-  NV/ELKO
 LQ0502  USGS QUAD   -  OSINO (1982)
 LQ0502
 LQ0502                         *CURRENT SURVEY CONTROL
 LQ0502  ___________________________________________________________________
 LQ0502* NAD 83(1986)-  40 52 33.     (N)    115 43 12.     (W)     SCALED    
 LQ0502* NAVD 88     -      1567.976  (meters)    5144.27   (feet)  ADJUSTED  
 LQ0502  ___________________________________________________________________
 LQ0502  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 LQ0502  DYNAMIC HT  -        1566.684 (meters)    5140.03  (feet)  COMP
 LQ0502  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 LQ0502
 LQ0502  VERT ORDER  -  SECOND    CLASS 0
 LQ0502
 LQ0502.The horizontal coordinates were scaled from a topographic map and have
 LQ0502.an estimated accuracy of +/- 6 seconds.
 LQ0502
 LQ0502.The orthometric height was determined by differential leveling
 LQ0502.and adjusted by the National Geodetic Survey in June 1991..
 LQ0502
 LQ0502.The geoid height was determined by GEOID03.
 LQ0502
 LQ0502.The dynamic height is computed by dividing the NAVD 88
 LQ0502.geopotential number by the normal gravity value computed on the
 LQ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0502.degrees latitude (g = 980.6199 gals.).
 LQ0502
 LQ0502.The modeled gravity was interpolated from observed gravity values.
 LQ0502
 LQ0502;                    North         East    Units  Estimated Accuracy
 LQ0502;SPC NV E     - 8,679,870.      188,480.      MT  (+/- 180 meters Scaled)
 LQ0502
 LQ0502                          SUPERSEDED SURVEY CONTROL
 LQ0502
 LQ0502  NGVD 29 (??/??/92) 1566.852  (m)         5140.58   (f) ADJ UNCH    2 0
 LQ0502
 LQ0502.Superseded values are not recommended for survey control.
 LQ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0502.See file dsdata.txt to determine how the superseded data were derived.
 LQ0502
 LQ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF078257(NAD 83)
 LQ0502_MARKER: DR = REFERENCE MARK DISK
 LQ0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0502_STAMPING: CARLO NO 1 1957
 LQ0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0502+STABILITY: SURFACE MOTION
 LQ0502
 LQ0502  HISTORY     - Date     Condition        Report By
 LQ0502  HISTORY     - 1957     MONUMENTED       CGS
 LQ0502
 LQ0502                          STATION DESCRIPTION
 LQ0502
 LQ0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0502'3.7 MI NE FROM ELKO.
 LQ0502'3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0502'IDAHO STREETS AT ELKO, 165.6 FEET SOUTH OF CENTER LINE OF HIGHWAY ON
 LQ0502'TOP OF A CUT BANK, 7.3 FEET NORTHWEST OF FENCE LINE, 34.1 FEET EAST OF
 LQ0502'STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE
 LQ0502'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0500 ***********************************************************************
 LQ0500  DESIGNATION -  CARLO RM 2
 LQ0500  PID         -  LQ0500
 LQ0500  STATE/COUNTY-  NV/ELKO
 LQ0500  USGS QUAD   -  OSINO (1982)
 LQ0500
 LQ0500                         *CURRENT SURVEY CONTROL
 LQ0500  ___________________________________________________________________
 LQ0500* NAD 83(1986)-  40 52 33.     (N)    115 43 12.     (W)     SCALED    
 LQ0500* NAVD 88     -      1568.497  (meters)    5145.98   (feet)  ADJUSTED  
 LQ0500  ___________________________________________________________________
 LQ0500  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 LQ0500  DYNAMIC HT  -        1567.205 (meters)    5141.74  (feet)  COMP
 LQ0500  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 LQ0500
 LQ0500  VERT ORDER  -  SECOND    CLASS 0
 LQ0500
 LQ0500.The horizontal coordinates were scaled from a topographic map and have
 LQ0500.an estimated accuracy of +/- 6 seconds.
 LQ0500
 LQ0500.The orthometric height was determined by differential leveling
 LQ0500.and adjusted by the National Geodetic Survey in June 1991..
 LQ0500
 LQ0500.The geoid height was determined by GEOID03.
 LQ0500
 LQ0500.The dynamic height is computed by dividing the NAVD 88
 LQ0500.geopotential number by the normal gravity value computed on the
 LQ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0500.degrees latitude (g = 980.6199 gals.).
 LQ0500
 LQ0500.The modeled gravity was interpolated from observed gravity values.
 LQ0500
 LQ0500;                    North         East    Units  Estimated Accuracy
 LQ0500;SPC NV E     - 8,679,870.      188,480.      MT  (+/- 180 meters Scaled)
 LQ0500
 LQ0500                          SUPERSEDED SURVEY CONTROL
 LQ0500
 LQ0500  NGVD 29 (??/??/92) 1567.374  (m)         5142.29   (f) ADJ UNCH    2 0
 LQ0500
 LQ0500.Superseded values are not recommended for survey control.
 LQ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0500.See file dsdata.txt to determine how the superseded data were derived.
 LQ0500
 LQ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF078257(NAD 83)
 LQ0500_MARKER: DR = REFERENCE MARK DISK
 LQ0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0500_STAMPING: CARLO NO 2 1957
 LQ0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0500+STABILITY: SURFACE MOTION
 LQ0500
 LQ0500  HISTORY     - Date     Condition        Report By
 LQ0500  HISTORY     - 1957     MONUMENTED       CGS
 LQ0500
 LQ0500                          STATION DESCRIPTION
 LQ0500
 LQ0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0500'3.7 MI NE FROM ELKO.
 LQ0500'3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0500'IDAHO STREETS AT ELKO, 138.6 FEET SOUTH OF CENTER LINE OF HIGHWAY ON
 LQ0500'TOP OF A CUT BANK, 35.6 FEET NORTHWEST OF FENCE LINE, 31.6 FEET
 LQ0500'NORTHWEST OF STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 3
 LQ0500'INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4673 ***********************************************************************
 DG4673  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4673  DESIGNATION -  CARLTON SQUARE CORS ARP
 DG4673  CORS_ID     -  NVCS
 DG4673  PID         -  DG4673
 DG4673  STATE/COUNTY-  NV/CLARK
 DG4673  USGS QUAD   -  LAS VEGAS NW (1983)
 DG4673
 DG4673                         *CURRENT SURVEY CONTROL
 DG4673  ___________________________________________________________________
 DG4673* NAD 83(CORS)-  36 13 11.19689(N)    115 10 19.33544(W)     ADJUSTED  
 DG4673* NAVD 88     -                                                        
 DG4673  ___________________________________________________________________
 DG4673  EPOCH DATE  -        2002.00
 DG4673  X           -  -2,191,402.502 (meters)                     COMP
 DG4673  Y           -  -4,662,872.848 (meters)                     COMP
 DG4673  Z           -   3,748,275.010 (meters)                     COMP
 DG4673  ELLIP HEIGHT-         645.88  (meters)          (03/??/04) GPS OBS
 DG4673  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DG4673
 DG4673  HORZ ORDER  -  SPECIAL (CORS)
 DG4673  ELLP ORDER  -  SPECIAL (CORS)
 DG4673
 DG4673.ITRF positions are available for this station.
 DG4673.The coordinates were established by GPS observations
 DG4673.and adjusted by the National Geodetic Survey in March 2004..
 DG4673.The coordinates are valid at the epoch date displayed above.
 DG4673.The epoch date for horizontal control is a decimal equivalence
 DG4673.of Year/Month/Day.
 DG4673
 DG4673
 DG4673.The PID for the CORS L1 Phase Center is DG4674.
 DG4673
 DG4673.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4673
 DG4673.The ellipsoidal height was determined by GPS observations
 DG4673.and is referenced to NAD 83.
 DG4673
 DG4673.The geoid height was determined by GEOID03.
 DG4673
 DG4673;                    North         East     Units Scale Factor Converg.
 DG4673;SPC NV E     - 8,163,133.131   236,977.168   MT  0.99991684   +0 14 34.9
 DG4673;SPC NV E     -26,781,879.28    777,482.59   sFT  0.99991684   +0 14 34.9
 DG4673
 DG4673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4673!SPC NV E     -   0.99989864  x   0.99991684  =   0.99981549
 DG4673
 DG4673                          SUPERSEDED SURVEY CONTROL
 DG4673
 DG4673.No superseded survey control is available for this station.
 DG4673
 DG4673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6430009874(NAD 83)
 DG4673_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG4673
 DG4673                          STATION DESCRIPTION
 DG4673
 DG4673'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG4673'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4673'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4673'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4673'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4673'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4674 ***********************************************************************
 DG4674  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4674  DESIGNATION -  CARLTON SQUARE CORS L1 PHASE CENTER
 DG4674  CORS_ID     -  NVCS
 DG4674  PID         -  DG4674
 DG4674  STATE/COUNTY-  NV/CLARK
 DG4674  USGS QUAD   -  LAS VEGAS NW (1983)
 DG4674
 DG4674                         *CURRENT SURVEY CONTROL
 DG4674  ___________________________________________________________________
 DG4674* NAD 83(CORS)-  36 13 11.19690(N)    115 10 19.33542(W)     ADJUSTED  
 DG4674* NAVD 88     -                                                        
 DG4674  ___________________________________________________________________
 DG4674  EPOCH DATE  -        2002.00
 DG4674  X           -  -2,191,402.525 (meters)                     COMP
 DG4674  Y           -  -4,662,872.899 (meters)                     COMP
 DG4674  Z           -   3,748,275.052 (meters)                     COMP
 DG4674  ELLIP HEIGHT-         645.95  (meters)          (03/??/04) GPS OBS
 DG4674  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DG4674
 DG4674  HORZ ORDER  -  SPECIAL (CORS)
 DG4674  ELLP ORDER  -  SPECIAL (CORS)
 DG4674
 DG4674.ITRF positions are available for this station.
 DG4674.The coordinates were established by GPS observations
 DG4674.and adjusted by the National Geodetic Survey in March 2004..
 DG4674.The coordinates are valid at the epoch date displayed above.
 DG4674.The epoch date for horizontal control is a decimal equivalence
 DG4674.of Year/Month/Day.
 DG4674
 DG4674
 DG4674.The PID for the CORS ARP is DG4673.
 DG4674
 DG4674.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4674
 DG4674.The ellipsoidal height was determined by GPS observations
 DG4674.and is referenced to NAD 83.
 DG4674
 DG4674.The geoid height was determined by GEOID03.
 DG4674
 DG4674;                    North         East     Units Scale Factor Converg.
 DG4674;SPC NV E     - 8,163,133.131   236,977.169   MT  0.99991684   +0 14 34.9
 DG4674;SPC NV E     -26,781,879.28    777,482.60   sFT  0.99991684   +0 14 34.9
 DG4674
 DG4674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4674!SPC NV E     -   0.99989863  x   0.99991684  =   0.99981548
 DG4674
 DG4674                          SUPERSEDED SURVEY CONTROL
 DG4674
 DG4674.No superseded survey control is available for this station.
 DG4674
 DG4674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6430009874(NAD 83)
 DG4674_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4674
 DG4674                          STATION DESCRIPTION
 DG4674
 DG4674'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4674'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4674'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4674'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4674'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4674'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0320 ***********************************************************************
 HP0320  DESIGNATION -  CARP
 HP0320  PID         -  HP0320
 HP0320  STATE/COUNTY-  NV/LINCOLN
 HP0320  USGS QUAD   -  CARP (1980)
 HP0320
 HP0320                         *CURRENT SURVEY CONTROL
 HP0320  ___________________________________________________________________
 HP0320* NAD 83(1994)-  37 06 38.14786(N)    114 28 04.19040(W)     ADJUSTED  
 HP0320* NAVD 88     -       942.1    (meters)    3091.     (feet)  VERTCON   
 HP0320  ___________________________________________________________________
 HP0320  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 HP0320  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 HP0320
 HP0320  HORZ ORDER  -  FIRST
 HP0320
 HP0320.The horizontal coordinates were established by classical geodetic methods
 HP0320.and adjusted by the National Geodetic Survey in June 1998..
 HP0320
 HP0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0320
 HP0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0320
 HP0320.The geoid height was determined by GEOID03.
 HP0320
 HP0320;                    North         East     Units Scale Factor Converg.
 HP0320;SPC NV E     - 8,262,482.657   299,140.567   MT  1.00002104   +0 40 23.2
 HP0320;SPC NV E     -27,107,828.52    981,430.34   sFT  1.00002104   +0 40 23.2
 HP0320;UTM  11      - 4,110,142.217   724,995.832   MT  1.00022366   +1 31 42.4
 HP0320
 HP0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0320!SPC NV E     -   0.99985617  x   1.00002104  =   0.99987721
 HP0320!UTM  11      -   0.99985617  x   1.00022366  =   1.00007980
 HP0320
 HP0320|---------------------------------------------------------------------|
 HP0320| PID    Reference Object                     Distance      Geod. Az  |
 HP0320|                                                           dddmmss.s |
 HP0320| DC9922 CARP RM 1                             7.872 METERS 23035     |
 HP0320| DC9921 CARP AZ MK                                         2435108.8 |
 HP0320| DC9923 CARP RM 2                             6.617 METERS 31113     |
 HP0320|---------------------------------------------------------------------|
 HP0320
 HP0320                          SUPERSEDED SURVEY CONTROL
 HP0320
 HP0320  NAD 83(1994)-  37 06 38.14835(N)    114 28 04.18691(W) AD(       ) 1
 HP0320  NAD 83(1992)-  37 06 38.14341(N)    114 28 04.18814(W) AD(       ) 1
 HP0320  NAD 83(1986)-  37 06 38.14183(N)    114 28 04.18758(W) AD(       ) 1
 HP0320  NAD 27      -  37 06 38.24800(N)    114 28 01.22500(W) AD(       ) 1
 HP0320  NGVD 29 (07/19/86)  941.3    (m)         3088.     (f) VERT ANG       
 HP0320
 HP0320.Superseded values are not recommended for survey control.
 HP0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0320.See file dsdata.txt to determine how the superseded data were derived.
 HP0320
 HP0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB2499610142(NAD 83)
 HP0320_MARKER: DS = TRIANGULATION STATION DISK
 HP0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0320
 HP0320  HISTORY     - Date     Condition        Report By
 HP0320  HISTORY     - 1944     MONUMENTED       CGS
 HP0320  HISTORY     - 1954     GOOD             CGS
 HP0320  HISTORY     - 1963     GOOD             AMS
 HP0320  HISTORY     - 1968     GOOD             CGS
 HP0320  HISTORY     - 1970     GOOD             USAF
 HP0320
 HP0320                          STATION DESCRIPTION
 HP0320
 HP0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0320'STATION IS LOCATED ON A LOW HILL ALONG THE BLADED ROAD LEADING
 HP0320'E AND S FROM CARP TO U.S. HIGHWAY 91 (MEETING IT 12.4 MILES E
 HP0320'OF GLENDALE), ABOUT 1.0 MILE (AIR LINE) E OF CARP, AND ALONG
 HP0320'THE FIRST RANGE OF HILLS E OF CARP AND THE MEADOW VALLEY WASH.
 HP0320'
 HP0320'STATION MARK IS A BRONZE STATION DISK SET IN A 12- BY 12-INCH
 HP0320'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND
 HP0320'IS STAMPED CARP 1944.  A WHITE WITNESS POST IS ABOUT 8 FEET ENE
 HP0320'OF THE DISK.  UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 HP0320'
 HP0320'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12- BY
 HP0320'12-INCH CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
 HP0320'IT IS STAMPED CARP NO 1 1944.
 HP0320'
 HP0320'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12- BY
 HP0320'12-INCH CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
 HP0320'IT IS STAMPED CARP NO 2 1944.
 HP0320'
 HP0320'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A 12- BY 12-INCH
 HP0320'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND IS
 HP0320'STAMPED CARP 1944.  IT IS ON A SMALL HILL WHERE THE ROAD DROPS
 HP0320'DOWN TOWARD CARP, ABOUT 30 FEET S OF THE CENTER LINE OF ROAD,
 HP0320'AND 6 FEET ENE OF A 4- BY 4-INCH WHITE WITNESS POST.
 HP0320'
 HP0320'TO REACH STATION FROM CARP POST OFFICE, GO S FOR 0.2 MILE TO
 HP0320'FORK IN ROAD, TAKE LEFT FORK AND CONTINUE FOR 1.5 MILES TO
 HP0320'FIRST LOW HILL AND STATION.  STATION IS 26 FEET NW OF THE CENTER
 HP0320'LINE OF THE ROAD.
 HP0320'
 HP0320'HEIGHT OF LIGHT ABOVE STATION MARK - 0.10 METER.
 HP0320
 HP0320                          STATION RECOVERY (1954)
 HP0320
 HP0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0320'RECOVERED.  THE STATION, BOTH REFERENCE MARKS, AND AZIMUTH MARK
 HP0320'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DESCRIPTION
 HP0320'IS ADEQUATE.
 HP0320
 HP0320                          STATION RECOVERY (1963)
 HP0320
 HP0320'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1963
 HP0320'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 HP0320'IN GOOD CONDITION AS DESCRIBED.
 HP0320
 HP0320                          STATION RECOVERY (1968)
 HP0320
 HP0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WFF)
 HP0320'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 HP0320'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 HP0320'CONDITION.
 HP0320'
 HP0320'THE ORIGINAL 1944 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 HP0320'
 HP0320'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE EAST
 HP0320'OF THE RAILROAD VILLAGE OF CARP.
 HP0320
 HP0320                          STATION RECOVERY (1970)
 HP0320
 HP0320'RECOVERY NOTE BY US AIR FORCE 1970 (TGO)
 HP0320'ON A HILL, 1-1/2 MILES E.S.E. OF CARP, ABOUT 15 FT N.W. OF A
 HP0320'GRAVEL ROAD IN A CONCRETE POST EXTENDING ABOUT 2 INCHES ABOVE
 HP0320'THE GROUND.  A STANDARD DISC STAMPED CARP 1944 THE AZIMUTH MARK
 HP0320'WAS ALSO RECOVERED.  DIRECTION WAS NOT CHECKED BY THIS TEAM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0476 ***********************************************************************
 KQ0476  DESIGNATION -  CARROLL
 KQ0476  PID         -  KQ0476
 KQ0476  STATE/COUNTY-  NV/CHURCHILL
 KQ0476  USGS QUAD   -  DESATOYA PEAK (1969)
 KQ0476
 KQ0476                         *CURRENT SURVEY CONTROL
 KQ0476  ___________________________________________________________________
 KQ0476* NAD 83(1994)-  39 15 35.76273(N)    117 45 09.89982(W)     ADJUSTED  
 KQ0476* NAVD 88     -      2475.7    (meters)    8122.     (feet)  VERTCON   
 KQ0476  ___________________________________________________________________
 KQ0476  LAPLACE CORR-           9.19  (seconds)                    DEFLEC99
 KQ0476  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 KQ0476
 KQ0476  HORZ ORDER  -  SECOND
 KQ0476
 KQ0476.The horizontal coordinates were established by classical geodetic methods
 KQ0476.and adjusted by the National Geodetic Survey in June 1998..
 KQ0476
 KQ0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0476
 KQ0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0476
 KQ0476.The geoid height was determined by GEOID03.
 KQ0476
 KQ0476;                    North         East     Units Scale Factor Converg.
 KQ0476;SPC NV W     - 4,500,781.763   871,679.790   MT  0.99996324   +0 31 32.3
 KQ0476;SPC NV W     -14,766,314.83  2,859,836.11   sFT  0.99996324   +0 31 32.3
 KQ0476;UTM  11      - 4,345,892.378   435,056.850   MT  0.99965193   -0 28 35.0
 KQ0476
 KQ0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0476!SPC NV W     -   0.99961530  x   0.99996324  =   0.99957855
 KQ0476!UTM  11      -   0.99961530  x   0.99965193  =   0.99926736
 KQ0476
 KQ0476|---------------------------------------------------------------------|
 KQ0476| PID    Reference Object                     Distance      Geod. Az  |
 KQ0476|                                                           dddmmss.s |
 KQ0476| DA8870 CARROLL RM 2                          4.450 METERS 05707     |
 KQ0476| KQ0315 CARROLL AZ MK                                      0803332.2 |
 KQ0476| KQ0463 SHOSHONE PEAK SOUTH                 APPROX.28.0 KM 1434020.1 |
 KQ0476| DA8869 CARROLL RM 1                          4.771 METERS 14342     |
 KQ0476|---------------------------------------------------------------------|
 KQ0476
 KQ0476                          SUPERSEDED SURVEY CONTROL
 KQ0476
 KQ0476  NAD 83(1986)-  39 15 35.77401(N)    117 45 09.89373(W) AD(       ) 2
 KQ0476  NAD 27      -  39 15 36.05300(N)    117 45 06.49500(W) AD(       ) 2
 KQ0476  NGVD 29 (03/11/99) 2474.5    (m)         8118.     (f) VERT ANG       
 KQ0476
 KQ0476.Superseded values are not recommended for survey control.
 KQ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0476.See file dsdata.txt to determine how the superseded data were derived.
 KQ0476
 KQ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD3505745892(NAD 83)
 KQ0476_MARKER: DS = TRIANGULATION STATION DISK
 KQ0476_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KQ0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0476+STABILITY: SURFACE MOTION
 KQ0476
 KQ0476  HISTORY     - Date     Condition        Report By
 KQ0476  HISTORY     - 1954     MONUMENTED       CGS
 KQ0476  HISTORY     - 1955     GOOD             CGS
 KQ0476  HISTORY     - 1969     GOOD             USGS
 KQ0476
 KQ0476                          STATION DESCRIPTION
 KQ0476
 KQ0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0476'THE STATION IS LOCATED ON THE WEST END OF AN EAST-WEST RIDGE,
 KQ0476'THE HIGHEST PART OF THE RIDGE BEING TO THE EAST OF THE STATION.
 KQ0476'IT IS ABOUT 40 MILES, AIR LINE, WEST-SOUTHWEST OF AUSTIN, ABOUT
 KQ0476'24 MILES, AIR LINE, NORTH-NORTHWEST OF IONE, AND ABOUT 1 MILE,
 KQ0476'AIR LINE, WEST OF CARROLL SUMMIT, ON U.S. HIGHWAY 50.
 KQ0476'
 KQ0476'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN GO SOUTHWESTERLY
 KQ0476'ON U.S. HIGHWAY 50 FOR 43.6 MILES TO CARROLL SUMMIT.  CONTINUE,
 KQ0476'DOWN GRADE, FOR 1.1 MILES TO A STEEP CANYON ON THE RIGHT.  TURN
 KQ0476'RIGHT, NORTH, WITH A 4-WHEEL DRIVE TRUCK, AND GO 0.4 MILE TO
 KQ0476'THE END OF TRUCK TRAVEL DUE TO THE STEEP GRADE.  FROM THE END
 KQ0476'OF TRUCK TRAVEL PACK WEST UP THE STEEP SLOPE TO A SADDLE.  FROM
 KQ0476'THE SADDLE BEAR LEFT AND FOLLOW THE RIDGE TO THE WEST END OF
 KQ0476'THE RIDGE AND THE STATION.  A 40 MINUTE PACK.
 KQ0476'
 KQ0476'THE STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 KQ0476'BRAZED TO THE TOP OF 2-INCH IRON PIPES THAT WERE PLACED IN
 KQ0476'CONCRETE.
 KQ0476'
 KQ0476'THE STATION DISK, STAMPED CARROLL 1954, PROJECTS 1 INCH, AND IS
 KQ0476'SURROUNDED BY A 4-FOOT CAIRN.
 KQ0476'
 KQ0476'REFERENCE MARK 1, STAMPED CARROLL NO 1 1954, PROJECTS 8 INCHES,
 KQ0476'AND IS 1 FOOT LOWER THAN THE STATION.
 KQ0476'
 KQ0476'REFERENCE MARK 2, STAMPED CARROLL NO 2 1954, PROJECTS 8 INCHES,
 KQ0476'AND IS 1 FOOT LOWER THAN THE STATION.
 KQ0476'
 KQ0476'THE AZIMUTH MARK, STAMPED CARROLL 1954, IS 54 FEET SOUTHWEST
 KQ0476'OF THE SOUTHWEST CORNER OF A MINERS SHACK, 24 FEET SOUTH
 KQ0476'OF THE CENTER LINE OF THE TRACK ROAD, AND ABOUT 200 YARDS
 KQ0476'NORTH OF U.S. HIGHWAY 50.  THE MARK PROJECTS 12 INCHES.  TO
 KQ0476'REACH THE MARK FROM CARROLL SUMMIT GO EAST ON U.S. HIGHWAY 50 FOR
 KQ0476'0.5 MILE TO A TRACK ROAD LEFT.  TURN LEFT, NORTHWEST AND THEN
 KQ0476'EAST, AND FOLLOW THE TRACK ROAD FOR 0.3 MILE TO A SMALL
 KQ0476'SHACK AND THE MARK.
 KQ0476
 KQ0476                          STATION RECOVERY (1955)
 KQ0476
 KQ0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 KQ0476'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 KQ0476'CONDITION, AS DESCRIBED.  THE AZIMUTH MARK WAS LEVELED TO
 KQ0476'DURING THE 1955 LEVELING.  THE STATION AND REFERENCE MARKS WERE
 KQ0476'NOT LEVELED TO BECAUSE OF THE DISTANCE AND STEEP GRADE.
 KQ0476
 KQ0476                          STATION RECOVERY (1969)
 KQ0476
 KQ0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KQ0476'DESCRIPTION AND POSITION LISTED IN NGS 39117-3 STATION 1007. STATION
 KQ0476'MARK--STANDARD DISC STAMPED---CARROLL 1954---BRAZED TO THE TOP OF
 KQ0476'2-INCH IRON PIPE THAT WAS PLACED IN CONCRETE WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0315 ***********************************************************************
 KQ0315  DESIGNATION -  CARROLL AZ MK
 KQ0315  PID         -  KQ0315
 KQ0315  STATE/COUNTY-  NV/LANDER
 KQ0315  USGS QUAD   -  CARROLL SUMMIT (1969)
 KQ0315
 KQ0315                         *CURRENT SURVEY CONTROL
 KQ0315  ___________________________________________________________________
 KQ0315* NAD 83(1986)-  39 15 51.     (N)    117 43 10.     (W)     SCALED    
 KQ0315* NAVD 88     -      2235.506  (meters)    7334.32   (feet)  ADJUSTED  
 KQ0315  ___________________________________________________________________
 KQ0315  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 KQ0315  DYNAMIC HT  -        2233.110 (meters)    7326.46  (feet)  COMP
 KQ0315  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 KQ0315
 KQ0315  VERT ORDER  -  FIRST     CLASS II
 KQ0315
 KQ0315.The horizontal coordinates were scaled from a topographic map and have
 KQ0315.an estimated accuracy of +/- 6 seconds.
 KQ0315
 KQ0315.The orthometric height was determined by differential leveling
 KQ0315.and adjusted by the National Geodetic Survey in June 1991..
 KQ0315
 KQ0315.The geoid height was determined by GEOID03.
 KQ0315
 KQ0315.The dynamic height is computed by dividing the NAVD 88
 KQ0315.geopotential number by the normal gravity value computed on the
 KQ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0315.degrees latitude (g = 980.6199 gals.).
 KQ0315
 KQ0315.The modeled gravity was interpolated from observed gravity values.
 KQ0315
 KQ0315;                    North         East    Units  Estimated Accuracy
 KQ0315;SPC NV C     - 6,501,450.      409,150.      MT  (+/- 180 meters Scaled)
 KQ0315
 KQ0315                          SUPERSEDED SURVEY CONTROL
 KQ0315
 KQ0315  NGVD 29 (??/??/92) 2234.179  (m)         7329.97   (f) ADJ UNCH    1 2
 KQ0315
 KQ0315.Superseded values are not recommended for survey control.
 KQ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0315.See file dsdata.txt to determine how the superseded data were derived.
 KQ0315
 KQ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD379463(NAD 83)
 KQ0315_MARKER: DZ = AZIMUTH MARK DISK
 KQ0315_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KQ0315_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KQ0315_STAMPING: CARROLL 1954
 KQ0315_MARK LOGO: CGS   
 KQ0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0315
 KQ0315  HISTORY     - Date     Condition        Report By
 KQ0315  HISTORY     - 1954     MONUMENTED       CGS
 KQ0315  HISTORY     - 1955     GOOD             NGS
 KQ0315  HISTORY     - 1984     GOOD             NGS
 KQ0315
 KQ0315                          STATION DESCRIPTION
 KQ0315
 KQ0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0315'0.55 MI E FROM CARROLL SUMMIT.
 KQ0315'0.4 MILE EAST ALONG U.S. HIGHWAY 50 FROM CARROLL SUMMIT, THENCE 0.15
 KQ0315'MILE NORTH ACROSS COUNTRY TO THE TOP OF A FLAT RIDGE AND TO AN OLD
 KQ0315'MINERS CABIN, 53.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KQ0315'CABIN, 25 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING
 KQ0315'SOUTHWEST, BRAZED ON THE TOP OF A 2 1/2-INCH IRON PIPE WHICH IS
 KQ0315'ENCASED IN CONCRETE AND PROJECTS 1.0 FOOT ABOVE THE GROUND.
 KQ0315
 KQ0315                          STATION RECOVERY (1984)
 KQ0315
 KQ0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0315'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 KQ0315'NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY 722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0981 ***********************************************************************
 KR0981  DESIGNATION -  CARSON AIRPORT
 KR0981  PID         -  KR0981
 KR0981  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0981  USGS QUAD   -  NEW EMPIRE (1994)
 KR0981
 KR0981                         *CURRENT SURVEY CONTROL
 KR0981  ___________________________________________________________________
 KR0981* NAD 83(1994)-  39 11 37.61624(N)    119 44 33.28115(W)     ADJUSTED  
 KR0981* NAVD 88     -      1431.54   (+/-2cm)    4696.6    (feet)  VERTCON   
 KR0981  ___________________________________________________________________
 KR0981  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 KR0981  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 KR0981
 KR0981  HORZ ORDER  -  SECOND
 KR0981  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0981
 KR0981.The horizontal coordinates were established by classical geodetic methods
 KR0981.and adjusted by the National Geodetic Survey in June 1998..
 KR0981
 KR0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0981.The vertical order pertains to the NGVD 29 superseded value.
 KR0981
 KR0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0981
 KR0981.The geoid height was determined by GEOID03.
 KR0981
 KR0981;                    North         East     Units Scale Factor Converg.
 KR0981;SPC NV W     - 4,493,749.759   699,861.913   MT  1.00002343   -0 43 57.5
 KR0981;SPC NV W     -14,743,244.00  2,296,130.29   sFT  1.00002343   -0 43 57.5
 KR0981;UTM  11      - 4,341,865.024   263,146.103   MT  1.00029081   -1 44 02.3
 KR0981
 KR0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0981!SPC NV W     -   0.99977926  x   1.00002343  =   0.99980269
 KR0981!UTM  11      -   0.99977926  x   1.00029081  =   1.00007001
 KR0981
 KR0981|---------------------------------------------------------------------|
 KR0981| PID    Reference Object                     Distance      Geod. Az  |
 KR0981|                                                           dddmmss.s |
 KR0981| KR0980 CARSON AIRPORT RM 1                  20.137 METERS 12113     |
 KR0981| KR1680 STEWART WATER TANK                  APPROX. 8.8 KM 1873912.7 |
 KR0981| KR1672 CARSON CITY CAPITOL DOME            APPROX. 3.9 KM 2113204.5 |
 KR0981| KR0979 CARSON AIRPORT RM 2                  19.182 METERS 22109     |
 KR0981| KR1671 CRAIN                               APPROX. 5.3 KM 2242905.7 |
 KR0981| KR0978 S 316                                              3232128.7 |
 KR0981|---------------------------------------------------------------------|
 KR0981
 KR0981                          SUPERSEDED SURVEY CONTROL
 KR0981
 KR0981  NAD 83(1992)-  39 11 37.61854(N)    119 44 33.27232(W) AD(       ) 2
 KR0981  NAD 83(1986)-  39 11 37.60952(N)    119 44 33.25397(W) AD(       ) 2
 KR0981  NAD 27      -  39 11 37.92700(N)    119 44 29.60900(W) AD(       ) 2
 KR0981  NGVD 29 (??/??/92) 1430.445  (m)         4693.05   (f) ADJ UNCH    1 2
 KR0981
 KR0981.Superseded values are not recommended for survey control.
 KR0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0981.See file dsdata.txt to determine how the superseded data were derived.
 KR0981
 KR0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6314641865(NAD 83)
 KR0981_MARKER: DS = TRIANGULATION STATION DISK
 KR0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0981_STAMPING: CARSON AIRPORT 1951
 KR0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0981+STABILITY: SURFACE MOTION
 KR0981
 KR0981  HISTORY     - Date     Condition        Report By
 KR0981  HISTORY     - 1951     MONUMENTED       CGS
 KR0981  HISTORY     - 1953     SEE DESCRIPTION  CGS
 KR0981  HISTORY     - 1953     GOOD             NGS
 KR0981  HISTORY     - 1968     MARK NOT FOUND   USGS
 KR0981  HISTORY     - 1976     SEE DESCRIPTION  NGS
 KR0981
 KR0981                          STATION DESCRIPTION
 KR0981
 KR0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR0981'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF CARSON CITY,
 KR0981'ABOUT 0.2 MILE SOUTHEAST OF THE HANGAR AND OFFICE BUILDING OF
 KR0981'THE CARSON AIRPORT AND AT THE SOUTH EDGE OF THE LANDING FIELD.
 KR0981'THE STATION IS 53 FEET NORTHEAST OF A FENCE CORNER, 40 FEET
 KR0981'NORTH OF THE INTERSECTION POINT OF A DIRT ROAD FROM THE SOUTH
 KR0981'AND 11.5 METERS NORTH-NORTHEAST OF THE CENTER OF AN OILED ROAD.
 KR0981'THE MARK IS A STANDARD STATION MARK DISK SET IN THE TOP OF A
 KR0981'12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE
 KR0981'THE GROUND SURFACE.  THE MARK IS STAMPED CARSON AIRPORT 1951.
 KR0981'
 KR0981'REFERENCE MARK NUMBER 1 IS APPROXIMATELY THE SAME ELEVATION AS
 KR0981'THE STATION.  IT IS 40 FEET NORTH OF THE CENTER OF AN OILED ROAD.
 KR0981'THE MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 KR0981'12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE
 KR0981'GROUND.  THE MARK IS STAMPED CARSON AIRPORT NO 1 1951.
 KR0981'
 KR0981'REFERENCE MARK NUMBER 2 IS APPROXIMATELY THE SAME ELEVATION AS
 KR0981'THE STATION.  IT IS 25 FEET SOUTHWEST OF THE CENTER OF AN OILED
 KR0981'ROAD, 7 FEET SOUTH OF A FENCE CORNER AND 3 FEET WEST OF A FENCE.
 KR0981'THE MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 KR0981'12-INCH SQUARE CONCRETE POST THAT IS SET FLUSH WITH THE GROUND
 KR0981'SURFACE.  THE MARK IS STAMPED CARSON AIRPORT NO 2 1951.
 KR0981'
 KR0981'BENCH MARK S 316, A STANDARD BENCH MARK DISK OF THE U.S.C. AND G.
 KR0981'SURVEY, IS LOCATED AT THE SOUTHEAST CORNER OF THE MAIN HANGAR,
 KR0981'9 FEET EAST OF THE CORNER OF THE BUILDING AND 2.5 FEET EAST
 KR0981'OF THE POST THAT SUPPORTS THE SLIDING DOOR.  THE MARK IS SET
 KR0981'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 KR0981'INCHES ABOVE THE GROUND.  THE MARK IS STAMPED S 316 1951.
 KR0981'
 KR0981'REACHED FROM THE OFFICE OF THE CARSON AIRPORT BY GOING SOUTH
 KR0981'ALONG AN OILED ROAD FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT
 KR0981'(EAST) AND GO 0.2 MILE TO A ROAD RIGHT (SOUTH) AND THE STATION
 KR0981'ON THE LEFT AS DESCRIBED ABOVE.  A DRIVE STATION.
 KR0981
 KR0981                          STATION RECOVERY (1953)
 KR0981
 KR0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EWR)
 KR0981'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 KR0981'EXCEPT THAT THE MEASUREMENTS FROM THE STATION TO THE REFERENCE
 KR0981'MARKS ARE REVERSED ON THE LITH LIST.  R.M. 1 IS 62.9 FEET
 KR0981'EAST OF THE STATION AND R.M. 2 IS 66.0 FEET SOUTHWEST OF THE
 KR0981'STATION.
 KR0981
 KR0981                          STATION RECOVERY (1953)
 KR0981
 KR0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 KR0981'IN CARSON CITY AIRPORT.
 KR0981'AT CARSON CITY AIRPORT, 0.2 MILE SOUTHEAST OF THE HANGAR, BETWEEN AN
 KR0981'EAST-WEST RUNWAY AND AN EAST-WEST GRAVELED ROAD, AT THE T JUNCTION OF
 KR0981'A DIM TRACK ROAD LEADING SOUTH, 59 1/2 FEET NORTHEAST OF AND ACROSS
 KR0981'THE GRAVELED ROAD FROM A FENCE CORNER, 50 FEET NORTH OF THE CENTER
 KR0981'LINE OF THE GRAVELED ROAD, 5 FEET SOUTH OF THE SOUTH EDGE OF THE
 KR0981'RUNWAY, 1.4 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 KR0981'CONCRETE POST FLUSH WITH THE GROUND.
 KR0981
 KR0981                          STATION RECOVERY (1968)
 KR0981
 KR0981'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR0981'MARK NOT FOUND.
 KR0981
 KR0981                          STATION RECOVERY (1976)
 KR0981
 KR0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KR0981'THE AZIMUTH MARK (BM S 316) WAS RECOVERED IN GOOD CONDITION BUT THE
 KR0981'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE NOT FOUND.  THE
 KR0981'RUNWAY ALONG WHICH THE STATION WAS LOCATED HAS BEEN WIDENED AND
 KR0981'PAVED AND THE STATION MARK AND REFERENCE MARKS HAVE EITHER BEEN
 KR0981'COVERED OR DESTROYED.
 KR0981'
 KR0981'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KR0981'2 MILES NORTHEAST OF CARSON CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0980 ***********************************************************************
 KR0980  DESIGNATION -  CARSON AIRPORT RM 1
 KR0980  PID         -  KR0980
 KR0980  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0980  USGS QUAD   -  NEW EMPIRE (1994)
 KR0980
 KR0980                         *CURRENT SURVEY CONTROL
 KR0980  ___________________________________________________________________
 KR0980* NAD 83(1986)-  39 11 37.     (N)    119 44 33.     (W)     SCALED    
 KR0980* NAVD 88     -      1431.54   (+/-2cm)    4696.6    (feet)  VERTCON   
 KR0980  ___________________________________________________________________
 KR0980  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 KR0980
 KR0980  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0980
 KR0980.The horizontal coordinates were scaled from a topographic map and have
 KR0980.an estimated accuracy of +/- 6 seconds.
 KR0980
 KR0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0980.The vertical order pertains to the NGVD 29 superseded value.
 KR0980
 KR0980.The geoid height was determined by GEOID03.
 KR0980
 KR0980;                    North         East    Units  Estimated Accuracy
 KR0980;SPC NV W     - 4,493,730.      699,870.      MT  (+/- 180 meters Scaled)
 KR0980
 KR0980                          SUPERSEDED SURVEY CONTROL
 KR0980
 KR0980  NGVD 29 (??/??/92) 1430.436  (m)         4693.02   (f) ADJ UNCH    1 2
 KR0980
 KR0980.Superseded values are not recommended for survey control.
 KR0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0980.See file dsdata.txt to determine how the superseded data were derived.
 KR0980
 KR0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD631418(NAD 83)
 KR0980_MARKER: DR = REFERENCE MARK DISK
 KR0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0980_STAMPING: CARSON AIRPORT NO 1 1951
 KR0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0980+STABILITY: SURFACE MOTION
 KR0980
 KR0980  HISTORY     - Date     Condition        Report By
 KR0980  HISTORY     - 1951     MONUMENTED       CGS
 KR0980  HISTORY     - 1953     GOOD             NGS
 KR0980  HISTORY     - 1968     MARK NOT FOUND   USGS
 KR0980  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR0980
 KR0980                          STATION DESCRIPTION
 KR0980
 KR0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0980'IN CARSON CITY AIRPORT.
 KR0980'AT CARSON CITY AIRPORT, 0.2 MILE SOUTHEAST OF THE HANGAR, BETWEEN AN
 KR0980'EAST-WEST DIRT RUNWAY AND AN EAST-WEST GRAVELED ROAD, 62.9 FEET EAST
 KR0980'OF CARSON AIRPORT TRIANGULATION STATION, 52 1/2 FEET NORTH OF THE
 KR0980'CENTER LINE OF THE GRAVELED ROAD, 9 FEET SOUTH OF THE SOUTH EDGE OF
 KR0980'THE RUNWAY, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE
 KR0980'POST.
 KR0980
 KR0980                          STATION RECOVERY (1968)
 KR0980
 KR0980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR0980'MARK NOT FOUND.
 KR0980
 KR0980                          STATION RECOVERY (2003)
 KR0980
 KR0980'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR0980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0979 ***********************************************************************
 KR0979  DESIGNATION -  CARSON AIRPORT RM 2
 KR0979  PID         -  KR0979
 KR0979  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0979  USGS QUAD   -  NEW EMPIRE (1994)
 KR0979
 KR0979                         *CURRENT SURVEY CONTROL
 KR0979  ___________________________________________________________________
 KR0979* NAD 83(1986)-  39 11 37.     (N)    119 44 33.     (W)     SCALED    
 KR0979* NAVD 88     -      1431.42   (+/-2cm)    4696.3    (feet)  VERTCON   
 KR0979  ___________________________________________________________________
 KR0979  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 KR0979
 KR0979  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0979
 KR0979.The horizontal coordinates were scaled from a topographic map and have
 KR0979.an estimated accuracy of +/- 6 seconds.
 KR0979
 KR0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0979.The vertical order pertains to the NGVD 29 superseded value.
 KR0979
 KR0979.The geoid height was determined by GEOID03.
 KR0979
 KR0979;                    North         East    Units  Estimated Accuracy
 KR0979;SPC NV W     - 4,493,730.      699,870.      MT  (+/- 180 meters Scaled)
 KR0979
 KR0979                          SUPERSEDED SURVEY CONTROL
 KR0979
 KR0979  NGVD 29 (??/??/92) 1430.324  (m)         4692.65   (f) ADJ UNCH    1 2
 KR0979
 KR0979.Superseded values are not recommended for survey control.
 KR0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0979.See file dsdata.txt to determine how the superseded data were derived.
 KR0979
 KR0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD631418(NAD 83)
 KR0979_MARKER: DR = REFERENCE MARK DISK
 KR0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0979_STAMPING: CARSON AIRPORT NO 2 1951
 KR0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0979+STABILITY: SURFACE MOTION
 KR0979
 KR0979  HISTORY     - Date     Condition        Report By
 KR0979  HISTORY     - 1951     MONUMENTED       CGS
 KR0979  HISTORY     - 1953     GOOD             NGS
 KR0979
 KR0979                          STATION DESCRIPTION
 KR0979
 KR0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0979'IN CARSON CITY.
 KR0979'AT CARSON CITY AIRPORT, 0.2 MILE SOUTHEAST OF THE HANGAR, ALONG AN
 KR0979'EAST-WEST GRAVELED ROAD ALONG THE SOUTH SIDE OF AN EAST-WEST DIRT
 KR0979'RUNWAY, AT THE T JUNCTION OF A DIM TRACK ROAD LEADING SOUTH, 66.0 FEET
 KR0979'SOUTHWEST OF TRIANGULATION STATION CARSON AIRPORT, 15 1/2 FEET SOUTH
 KR0979'OF THE CENTER LINE OF THE GRAVELED ROAD, 29 FEET WEST OF THE CENTER
 KR0979'LINE OF THE TRACK ROAD, 9 FEET SOUTH OF A FENCE CORNER, 3.5 FEET WEST
 KR0979'OF A FENCE, ABOUT LEVEL WITH THE RUNWAY, FLUSH WITH THE GROUND, AND
 KR0979'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0982 ***********************************************************************
 KR0982  DESIGNATION -  CARSON CITY
 KR0982  PID         -  KR0982
 KR0982  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0982  USGS QUAD   -  CARSON CITY (1994)
 KR0982
 KR0982                         *CURRENT SURVEY CONTROL
 KR0982  ___________________________________________________________________
 KR0982* NAD 83(1994)-  39 10 42.46648(N)    119 45 39.06932(W)     ADJUSTED  
 KR0982* NAVD 88     -      1469.74   (+/-2cm)    4822.0    (feet)  VERTCON   
 KR0982  ___________________________________________________________________
 KR0982  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 KR0982  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 KR0982
 KR0982  HORZ ORDER  -  FIRST
 KR0982  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0982
 KR0982.The horizontal coordinates were established by classical geodetic methods
 KR0982.and adjusted by the National Geodetic Survey in June 1998..
 KR0982
 KR0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0982.The vertical order pertains to the NGVD 29 superseded value.
 KR0982
 KR0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0982
 KR0982.The geoid height was determined by GEOID03.
 KR0982
 KR0982;                    North         East     Units Scale Factor Converg.
 KR0982;SPC NV W     - 4,492,069.459   698,261.191   MT  1.00002741   -0 44 38.2
 KR0982;SPC NV W     -14,737,731.22  2,290,878.59   sFT  1.00002741   -0 44 38.2
 KR0982;UTM  11      - 4,340,212.504   261,515.825   MT  1.00030035   -1 44 41.8
 KR0982
 KR0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0982!SPC NV W     -   0.99977328  x   1.00002741  =   0.99980068
 KR0982!UTM  11      -   0.99977328  x   1.00030035  =   1.00007356
 KR0982
 KR0982:                Primary Azimuth Mark                     Grid Az
 KR0982:SPC NV W     -  CARSON AIRPORT                           043 36 37.8
 KR0982:UTM  11      -  CARSON AIRPORT                           044 36 41.4
 KR0982
 KR0982|---------------------------------------------------------------------|
 KR0982| PID    Reference Object                     Distance      Geod. Az  |
 KR0982|                                                           dddmmss.s |
 KR0982| KR0981 CARSON AIRPORT                      APPROX. 2.3 KM 0425159.6 |
 KR0982| KR0984 CARSON CITY RM 1                     16.035 METERS 15356     |
 KR0982| KR1672 CARSON CITY CAPITOL DOME            APPROX. 1.7 KM 1954523.8 |
 KR0982| KR1671 CRAIN                               APPROX. 3.0 KM 2254331.3 |
 KR0982| KR1677 FOLSOM                              APPROX. 3.4 KM 2564920.4 |
 KR0982| KR0983 CARSON CITY RM 2                      5.137 METERS 27226     |
 KR0982|---------------------------------------------------------------------|
 KR0982
 KR0982                          SUPERSEDED SURVEY CONTROL
 KR0982
 KR0982  NAD 83(1992)-  39 10 42.46816(N)    119 45 39.05975(W) AD(       ) 1
 KR0982  NAD 83(1986)-  39 10 42.45804(N)    119 45 39.04126(W) AD(       ) 1
 KR0982  NAD 27      -  39 10 42.77800(N)    119 45 35.39300(W) AD(       ) 1
 KR0982  NGVD 29 (??/??/92) 1468.625  (m)         4818.31   (f) ADJ UNCH    1 2
 KR0982
 KR0982.Superseded values are not recommended for survey control.
 KR0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0982.See file dsdata.txt to determine how the superseded data were derived.
 KR0982
 KR0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6151640213(NAD 83)
 KR0982_MARKER: DS = TRIANGULATION STATION DISK
 KR0982_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0982_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0982_STAMPING: CARSON CITY 1951
 KR0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0982+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2003
 KR0982
 KR0982  HISTORY     - Date     Condition        Report By
 KR0982  HISTORY     - 1951     MONUMENTED       CGS
 KR0982  HISTORY     - 1953     SEE DESCRIPTION  CGS
 KR0982  HISTORY     - 1953     GOOD             NGS
 KR0982  HISTORY     - 20030901 GOOD             USPSQD
 KR0982
 KR0982                          STATION DESCRIPTION
 KR0982
 KR0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR0982'THE STATION IS LOCATED ABOUT 1 MILE AIR LINE NORTH-NORTHEAST
 KR0982'OF CARSON CITY AND ON THE HIGHEST POINT OF A LOW, SAGE BRUSH
 KR0982'COVERED, ROCKY HILL.  THE MARK IS A STANDARD STATION MARK DISK
 KR0982'SET IN A DRILL IN BEDROCK WHICH IS ABOUT 2 INCHES BELOW THE
 KR0982'GROUND.  THE MARK IS STAMPED CARSON CITY 1951.
 KR0982'
 KR0982'REFERENCE MARK NUMBER 1 IS ABOUT THE SAME ELEVATION AS THE
 KR0982'STATION.  IT IS A STANDARD REFERENCE MARK DISK SET IN A DRILL
 KR0982'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 28 INCHES ABOVE THE
 KR0982'GROUND.  THE MARK IS STAMPED CARSON CITY NO 1 1951.
 KR0982'
 KR0982'REFERENCE MARK NUMBER 2 IS ABOUT 3 FEET HIGHER THAN THE
 KR0982'STATION.  IT IS A STANDARD REFERENCE MARK DISK SET IN A DRILL
 KR0982'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 4 FEET ABOVE THE
 KR0982'GROUND.  THE MARK IS STAMPED CARSON CITY NO 2 1951.
 KR0982'
 KR0982'TRIANGULATION STATION CARSON AIRPORT CAN BE USED FOR AN AZIMUTH.
 KR0982'
 KR0982'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND U.S. HIGHWAY
 KR0982'395 IN CARSON CITY, GO NORTH ON U.S. HIGHWAY 395 FOR 0.3 MILE.
 KR0982'TURN RIGHT AND GO EAST FOR 0.2 MILE.  TURN LEFT AND FOLLOW THE
 KR0982'TRACK ROAD FOR 0.25 MILE TO A FORK AT NORTHWEST CORNER OF THE
 KR0982'CEMETERY.  GO ACROSS COUNTRY BETWEEN THE FORKS FOR 0.05 MILE
 KR0982'TO THE END OF TRUCK TRAVEL AT THE BASE OF THE HILL.  PACK
 KR0982'EASTERLY UP THE HILL TO THE HIGHEST POINT AND THE STATION.
 KR0982'A 3-MINUTE PACK.
 KR0982
 KR0982                          STATION RECOVERY (1953)
 KR0982
 KR0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EWR)
 KR0982'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KR0982
 KR0982                          STATION RECOVERY (1953)
 KR0982
 KR0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 KR0982'1.1 MI N FROM CARSON CITY.
 KR0982'ABOUT 0.7 MILES NORTH ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR0982'CARSON CITY, THENCE 0.3 MILES EAST ALONG A TRACK ROAD TO THE NORTHWEST
 KR0982'CORNER OF LONE MOUNTAIN CEMETERY, THENCE 0.1 MILES NORTHEAST UPHILL ON
 KR0982'A VERY DIM TRACK ROAD TO THE TOP OF A VERY CONSPICUOUS ROCKY HILL, SET
 KR0982'IN TOP OF A FLAT OUTCROP FLUSH WITH THE GROUND AND ABOUT IN THE CENTER
 KR0982'OF A SMALL CLEARING WHICH IS SURROUNDED BY LARGER OUTCROPS, ABOUT 500
 KR0982'FEET NORTH OF THE NORTH SIDE OF THE CEMETERY, 1.2 FEET SOUTHEAST OF A
 KR0982'5/8-INCH IRON PIPE DRIVEN INTO THE GROUND AND WHICH PROJECTS 0.9 FEET
 KR0982'ABOVE THE STATION SITE.
 KR0982
 KR0982                          STATION RECOVERY (2003)
 KR0982
 KR0982'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1672 ***********************************************************************
 KR1672  DESIGNATION -  CARSON CITY CAPITOL DOME
 KR1672  PID         -  KR1672
 KR1672  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1672  USGS QUAD   -  CARSON CITY (1994)
 KR1672
 KR1672                         *CURRENT SURVEY CONTROL
 KR1672  ___________________________________________________________________
 KR1672* NAD 83(1994)-  39 09 50.03955(N)    119 45 58.07079(W)     ADJUSTED  
 KR1672* NAVD 88     -                                                        
 KR1672  ___________________________________________________________________
 KR1672  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 KR1672  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 KR1672
 KR1672  HORZ ORDER  -  THIRD
 KR1672
 KR1672.The horizontal coordinates were established by classical geodetic methods
 KR1672.and adjusted by the National Geodetic Survey in June 1998..
 KR1672
 KR1672
 KR1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1672
 KR1672.The geoid height was determined by GEOID03.
 KR1672
 KR1672;                    North         East     Units Scale Factor Converg.
 KR1672;SPC NV W     - 4,490,458.716   697,784.054   MT  1.00002861   -0 44 49.4
 KR1672;SPC NV W     -14,732,446.64  2,289,313.18   sFT  1.00002861   -0 44 49.4
 KR1672;UTM  11      - 4,338,609.902   261,010.487   MT  1.00030333   -1 44 51.9
 KR1672
 KR1672                          SUPERSEDED SURVEY CONTROL
 KR1672
 KR1672  NAD 83(1992)-  39 09 50.04058(N)    119 45 58.06043(W) AD(       ) 4
 KR1672  NAD 83(1986)-  39 09 50.02776(N)    119 45 58.04093(W) AD(       ) 4
 KR1672  NAD 27      -  39 09 50.34800(N)    119 45 54.39400(W) AD(       ) 3
 KR1672
 KR1672.Superseded values are not recommended for survey control.
 KR1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1672.See file dsdata.txt to determine how the superseded data were derived.
 KR1672
 KR1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6101038610(NAD 83)
 KR1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1672+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003
 KR1672
 KR1672  HISTORY     - Date     Condition        Report By
 KR1672  HISTORY     - 1951     MONUMENTED       CGS
 KR1672  HISTORY     - 1961     SEE DESCRIPTION  CGS
 KR1672  HISTORY     - 20030919 GOOD             USPSQD
 KR1672
 KR1672                          STATION DESCRIPTION
 KR1672
 KR1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1672'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF CARSON CITY
 KR1672'AND IS THE CAPITOL BUILDING OF THE STATE OF NEVADA.  IT IS A
 KR1672'LARGE BUILDING WITH A DOME AS THE HIGHEST PART.
 KR1672'
 KR1672'THE POINT INTERSECTED WAS THE SMALL BALL IN THE APPROXIMATE
 KR1672'CENTER OF THE DOME.
 KR1672
 KR1672                          STATION RECOVERY (1961)
 KR1672
 KR1672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (MLO)
 KR1672'STATION RECOVERED AS DESCRIBED.
 KR1672
 KR1672                          STATION RECOVERY (2003)
 KR1672
 KR1672'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 KR1672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8860 ***********************************************************************
 DH8860  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8860  DESIGNATION -  CARSON CITY COOP CORS ARP
 DH8860  CORS_ID     -  DOT1
 DH8860  PID         -  DH8860
 DH8860  STATE/COUNTY-  NV/C OF CARSON CITY
 DH8860  USGS QUAD   -  CARSON CITY (1994)
 DH8860
 DH8860                         *CURRENT SURVEY CONTROL
 DH8860  ___________________________________________________________________
 DH8860* NAD 83(CORS)-  39 09 22.29882(N)    119 45 48.32737(W)     ADJUSTED  
 DH8860* NAVD 88     -                                                        
 DH8860  ___________________________________________________________________
 DH8860  EPOCH DATE  -        2002.00
 DH8860  X           -  -2,459,013.377 (meters)                     COMP
 DH8860  Y           -  -4,300,042.200 (meters)                     COMP
 DH8860  Z           -   4,006,672.313 (meters)                     COMP
 DH8860  ELLIP HEIGHT-        1416.32  (meters)          (03/??/06) GPS OBS
 DH8860  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 DH8860
 DH8860  HORZ ORDER  -  SPECIAL (CORS)
 DH8860  ELLP ORDER  -  SPECIAL (CORS)
 DH8860
 DH8860.ITRF positions are available for this station.
 DH8860.The coordinates were established by GPS observations
 DH8860.and adjusted by the National Geodetic Survey in March 2006..
 DH8860.The coordinates are valid at the epoch date displayed above.
 DH8860.The epoch date for horizontal control is a decimal equivalence
 DH8860.of Year/Month/Day.
 DH8860
 DH8860
 DH8860.The PID for the CORS L1 Phase Center is DH8861.
 DH8860
 DH8860.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8860
 DH8860.The ellipsoidal height was determined by GPS observations
 DH8860.and is referenced to NAD 83.
 DH8860
 DH8860.The geoid height was determined by GEOID03.
 DH8860
 DH8860;                    North         East     Units Scale Factor Converg.
 DH8860;SPC NV W     - 4,489,600.236   698,006.826   MT  1.00002805   -0 44 42.8
 DH8860;SPC NV W     -14,729,630.11  2,290,044.06   sFT  1.00002805   -0 44 42.8
 DH8860
 DH8860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8860!SPC NV W     -   0.99977784  x   1.00002805  =   0.99980588
 DH8860
 DH8860                          SUPERSEDED SURVEY CONTROL
 DH8860
 DH8860.No superseded survey control is available for this station.
 DH8860
 DH8860_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6121837747(NAD 83)
 DH8860_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH8860
 DH8860                          STATION DESCRIPTION
 DH8860
 DH8860'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DH8860'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH8860'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH8860'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH8860'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH8860'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8861 ***********************************************************************
 DH8861  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8861  DESIGNATION -  CARSON CITY COOP CORS L1 PHASE CENTER
 DH8861  CORS_ID     -  DOT1
 DH8861  PID         -  DH8861
 DH8861  STATE/COUNTY-  NV/C OF CARSON CITY
 DH8861  USGS QUAD   -  CARSON CITY (1994)
 DH8861
 DH8861                         *CURRENT SURVEY CONTROL
 DH8861  ___________________________________________________________________
 DH8861* NAD 83(CORS)-  39 09 22.29883(N)    119 45 48.32734(W)     ADJUSTED  
 DH8861* NAVD 88     -                                                        
 DH8861  ___________________________________________________________________
 DH8861  EPOCH DATE  -        2002.00
 DH8861  X           -  -2,459,013.403 (meters)                     COMP
 DH8861  Y           -  -4,300,042.248 (meters)                     COMP
 DH8861  Z           -   4,006,672.357 (meters)                     COMP
 DH8861  ELLIP HEIGHT-        1416.39  (meters)          (03/??/06) GPS OBS
 DH8861  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 DH8861
 DH8861  HORZ ORDER  -  SPECIAL (CORS)
 DH8861  ELLP ORDER  -  SPECIAL (CORS)
 DH8861
 DH8861.ITRF positions are available for this station.
 DH8861.The coordinates were established by GPS observations
 DH8861.and adjusted by the National Geodetic Survey in March 2006..
 DH8861.The coordinates are valid at the epoch date displayed above.
 DH8861.The epoch date for horizontal control is a decimal equivalence
 DH8861.of Year/Month/Day.
 DH8861
 DH8861
 DH8861.The PID for the CORS ARP is DH8860.
 DH8861
 DH8861.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8861
 DH8861.The ellipsoidal height was determined by GPS observations
 DH8861.and is referenced to NAD 83.
 DH8861
 DH8861.The geoid height was determined by GEOID03.
 DH8861
 DH8861;                    North         East     Units Scale Factor Converg.
 DH8861;SPC NV W     - 4,489,600.236   698,006.827   MT  1.00002805   -0 44 42.8
 DH8861;SPC NV W     -14,729,630.11  2,290,044.06   sFT  1.00002805   -0 44 42.8
 DH8861
 DH8861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8861!SPC NV W     -   0.99977783  x   1.00002805  =   0.99980587
 DH8861
 DH8861                          SUPERSEDED SURVEY CONTROL
 DH8861
 DH8861.No superseded survey control is available for this station.
 DH8861
 DH8861_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6121837747(NAD 83)
 DH8861_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH8861
 DH8861                          STATION DESCRIPTION
 DH8861
 DH8861'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH8861'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH8861'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH8861'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH8861'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH8861'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0984 ***********************************************************************
 KR0984  DESIGNATION -  CARSON CITY RM 1
 KR0984  PID         -  KR0984
 KR0984  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0984  USGS QUAD   -  CARSON CITY (1994)
 KR0984
 KR0984                         *CURRENT SURVEY CONTROL
 KR0984  ___________________________________________________________________
 KR0984* NAD 83(1986)-  39 10 42.     (N)    119 45 39.     (W)     SCALED    
 KR0984* NAVD 88     -      1469.44   (+/-2cm)    4821.0    (feet)  VERTCON   
 KR0984  ___________________________________________________________________
 KR0984  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 KR0984
 KR0984  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0984
 KR0984.The horizontal coordinates were scaled from a topographic map and have
 KR0984.an estimated accuracy of +/- 6 seconds.
 KR0984
 KR0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0984.The vertical order pertains to the NGVD 29 superseded value.
 KR0984
 KR0984.The geoid height was determined by GEOID03.
 KR0984
 KR0984;                    North         East    Units  Estimated Accuracy
 KR0984;SPC NV W     - 4,492,060.      698,260.      MT  (+/- 180 meters Scaled)
 KR0984
 KR0984                          SUPERSEDED SURVEY CONTROL
 KR0984
 KR0984  NGVD 29 (??/??/92) 1468.326  (m)         4817.33   (f) ADJ UNCH    1 2
 KR0984
 KR0984.Superseded values are not recommended for survey control.
 KR0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0984.See file dsdata.txt to determine how the superseded data were derived.
 KR0984
 KR0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD615401(NAD 83)
 KR0984_MARKER: DR = REFERENCE MARK DISK
 KR0984_SETTING: 66 = SET IN ROCK OUTCROP
 KR0984_SP_SET: ROCK OUTCROP
 KR0984_STAMPING: CARSON CITY NO 1 1951
 KR0984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0984+STABILITY: POSITION/ELEVATION WELL
 KR0984
 KR0984  HISTORY     - Date     Condition        Report By
 KR0984  HISTORY     - 1951     MONUMENTED       CGS
 KR0984  HISTORY     - 1953     GOOD             NGS
 KR0984
 KR0984                          STATION DESCRIPTION
 KR0984
 KR0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0984'1.1 MI N FROM CARSON CITY.
 KR0984'ABOUT 0.7 MILES NORTH ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR0984'CARSON CITY, THENCE 0.3 MILES EAST ALONG A TRACK ROAD TO THE NORTHWEST
 KR0984'CORNER OF LONE MOUNTAIN CEMETERY, THENCE 0.1 MILE NORTHEAST UPHILL ON
 KR0984'A VERY DIM TRACK ROAD TO THE TOP OF A VERY CONSPICUOUS ROCKY HILL, SET
 KR0984'IN THE TOP OF A NARROW AND HIGH OUTCROP AND ABOUT 2 FEET LOWER THAN
 KR0984'THE STATION SITE, AND 52.6 FEET SOUTHEAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0983 ***********************************************************************
 KR0983  DESIGNATION -  CARSON CITY RM 2
 KR0983  PID         -  KR0983
 KR0983  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0983  USGS QUAD   -  CARSON CITY (1994)
 KR0983
 KR0983                         *CURRENT SURVEY CONTROL
 KR0983  ___________________________________________________________________
 KR0983* NAD 83(1986)-  39 10 42.     (N)    119 45 39.     (W)     SCALED    
 KR0983* NAVD 88     -      1470.94   (+/-2cm)    4825.9    (feet)  VERTCON   
 KR0983  ___________________________________________________________________
 KR0983  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 KR0983
 KR0983  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0983
 KR0983.The horizontal coordinates were scaled from a topographic map and have
 KR0983.an estimated accuracy of +/- 6 seconds.
 KR0983
 KR0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0983.The vertical order pertains to the NGVD 29 superseded value.
 KR0983
 KR0983.The geoid height was determined by GEOID03.
 KR0983
 KR0983;                    North         East    Units  Estimated Accuracy
 KR0983;SPC NV W     - 4,492,060.      698,260.      MT  (+/- 180 meters Scaled)
 KR0983
 KR0983                          SUPERSEDED SURVEY CONTROL
 KR0983
 KR0983  NGVD 29 (??/??/92) 1469.827  (m)         4822.26   (f) ADJ UNCH    1 2
 KR0983
 KR0983.Superseded values are not recommended for survey control.
 KR0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0983.See file dsdata.txt to determine how the superseded data were derived.
 KR0983
 KR0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD615401(NAD 83)
 KR0983_MARKER: DR = REFERENCE MARK DISK
 KR0983_SETTING: 66 = SET IN ROCK OUTCROP
 KR0983_SP_SET: ROCK OUTCROP
 KR0983_STAMPING: CARSON CITY NO 2 1951
 KR0983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0983+STABILITY: POSITION/ELEVATION WELL
 KR0983
 KR0983  HISTORY     - Date     Condition        Report By
 KR0983  HISTORY     - 1951     MONUMENTED       CGS
 KR0983  HISTORY     - 1953     GOOD             NGS
 KR0983
 KR0983                          STATION DESCRIPTION
 KR0983
 KR0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0983'1.1 MI N FROM CARSON CITY.
 KR0983'ABOUT 0.7 MILES NORTH ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR0983'CARSON CITY, THENCE 0.3 MILES EAST ALONG A TRACK ROAD TO THE NORTHWEST
 KR0983'CORNER OF LONE MOUNTAIN CEMETERY, THENCE 0.1 MILES NORTHEAST UPHILL ON
 KR0983'A VERY DIM TRACK ROAD TO THE TOP OF A VERY CONSPICUOUS ROCKY HILL, SET
 KR0983'NEAR THE TOP AND ON THE NORTH SLOPE OF A VERY LARGE ROCK OUTCROP, 16.8
 KR0983'FEET WEST OF THE STATION, AND ABOUT FOUR FEET HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1911 ***********************************************************************
 KR1911  DESIGNATION -  CARSON HILL
 KR1911  PID         -  KR1911
 KR1911  STATE/COUNTY-  NV/LYON
 KR1911  USGS QUAD   -  MASON BUTTE (1993)
 KR1911
 KR1911                         *CURRENT SURVEY CONTROL
 KR1911  ___________________________________________________________________
 KR1911* NAD 83(1994)-  39 03 30.57567(N)    119 14 14.82541(W)     ADJUSTED  
 KR1911* NAVD 88     -      1521.7    (meters)    4992.     (feet)  VERTCON   
 KR1911  ___________________________________________________________________
 KR1911  LAPLACE CORR-          -5.79  (seconds)                    DEFLEC99
 KR1911  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 KR1911
 KR1911  HORZ ORDER  -  THIRD
 KR1911
 KR1911.The horizontal coordinates were established by classical geodetic methods
 KR1911.and adjusted by the National Geodetic Survey in June 1998..
 KR1911
 KR1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1911
 KR1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1911
 KR1911.The geoid height was determined by GEOID03.
 KR1911
 KR1911;                    North         East     Units Scale Factor Converg.
 KR1911;SPC NV W     - 4,478,295.158   743,388.185   MT  0.99993945   -0 24 43.8
 KR1911;SPC NV W     -14,692,540.03  2,438,932.74   sFT  0.99993945   -0 24 43.8
 KR1911;UTM  11      - 4,325,650.200   306,404.531   MT  1.00006151   -1 24 37.0
 KR1911
 KR1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1911!SPC NV W     -   0.99976517  x   0.99993945  =   0.99970463
 KR1911!UTM  11      -   0.99976517  x   1.00006151  =   0.99982666
 KR1911
 KR1911                          SUPERSEDED SURVEY CONTROL
 KR1911
 KR1911  NAD 83(1986)-  39 03 30.57964(N)    119 14 14.80337(W) AD(       ) 3
 KR1911  NGVD 29 (03/15/94) 1520.7    (m)         4989.     (f) VERT ANG       
 KR1911
 KR1911.Superseded values are not recommended for survey control.
 KR1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1911.See file dsdata.txt to determine how the superseded data were derived.
 KR1911
 KR1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0640525650(NAD 83)
 KR1911_MARKER: DS = TRIANGULATION STATION DISK
 KR1911_SETTING: 66 = SET IN ROCK OUTCROP
 KR1911_SP_SET: SET IN ROCK OUTCROP
 KR1911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1911+STABILITY: POSITION/ELEVATION WELL
 KR1911
 KR1911  HISTORY     - Date     Condition        Report By
 KR1911  HISTORY     - 1913     MONUMENTED       USGS
 KR1911  HISTORY     - 1955     GOOD             USGS
 KR1911
 KR1911                          STATION DESCRIPTION
 KR1911
 KR1911'DESCRIBED BY US GEOLOGICAL SURVEY 1913
 KR1911'SEE 1955 RECOVERY FOR DESCRIPTION.
 KR1911'
 KR1911'STATION MARK--STANDARD TABLET STAMPED---CARSON HILL 1913---,
 KR1911'CEMENTED IN ROCK OUTCROP.
 KR1911'
 KR1911'RM 1--TACK IN PEG.
 KR1911'
 KR1911'RM 2--TACK IN PEG.
 KR1911
 KR1911                          STATION RECOVERY (1955)
 KR1911
 KR1911'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KR1911'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 KR1911'
 KR1911'LOCATED ABOUT 7 MI SW. OF WABUSKA, 6 MI NW. OF YERINGTON, 0.5 MI
 KR1911'N. OF MASON PASS RD.  ON HIGHEST POINT OF BRICK RED HILLS.
 KR1911'
 KR1911'TO REACH FROM JCT. OF U.S. HWY. 95A AND STATE HWY. 3, DRIVE 6.8
 KR1911'MI S. ON U.S. HWY. 95A TO X-RDS.  TURN LEFT ON MAIN-TRAVELED RD.
 KR1911'1.7 MI W. TO Y-RD. FORKS JUST BEFORE POWER LINE.  TAKE LEFT FORK
 KR1911'0.1 MI TO Y-RD. FORK.  TAKE LEFT FORK 0.3 MI S. ALONG POWER LINE
 KR1911'TO X-RDS.  TURN RIGHT 1 MI TO DIM-RD. RIGHT.  TURN RIGHT ON DIM
 KR1911'RD. UP CANYON 0.8 MI TO SADDLE.  TURN RIGHT UP RIDGE 0.1 MI TO
 KR1911'HIGHEST POINT AND STATION.  (4-WHEEL DRIVE NECESSARY)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0744 ***********************************************************************
 LQ0744  DESIGNATION -  CARTER
 LQ0744  PID         -  LQ0744
 LQ0744  STATE/COUNTY-  NV/ELKO
 LQ0744  USGS QUAD   -  WEST OF LEE (1990)
 LQ0744
 LQ0744                         *CURRENT SURVEY CONTROL
 LQ0744  ___________________________________________________________________
 LQ0744* NAD 83(1994)-  40 31 47.96597(N)    115 38 14.13444(W)     ADJUSTED  
 LQ0744* NAVD 88     -      1809.0    (meters)    5935.     (feet)  VERTCON   
 LQ0744  ___________________________________________________________________
 LQ0744  LAPLACE CORR-           7.53  (seconds)                    DEFLEC99
 LQ0744  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 LQ0744
 LQ0744  HORZ ORDER  -  FIRST
 LQ0744
 LQ0744.The horizontal coordinates were established by classical geodetic methods
 LQ0744.and adjusted by the National Geodetic Survey in June 1998..
 LQ0744
 LQ0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0744
 LQ0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0744
 LQ0744.The geoid height was determined by GEOID03.
 LQ0744
 LQ0744;                    North         East     Units Scale Factor Converg.
 LQ0744;SPC NV E     - 8,641,457.953   195,431.287   MT  0.99990026   -0 02 06.2
 LQ0744;SPC NV E     -28,351,183.30    641,177.48   sFT  0.99990026   -0 02 06.2
 LQ0744;UTM  11      - 4,487,475.755   615,420.530   MT  0.99976398   +0 53 08.4
 LQ0744
 LQ0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0744!SPC NV E     -   0.99971927  x   0.99990026  =   0.99961956
 LQ0744!UTM  11      -   0.99971927  x   0.99976398  =   0.99948331
 LQ0744
 LQ0744:                Primary Azimuth Mark                     Grid Az
 LQ0744:SPC NV E     -  TIPTON PEAK                              131 28 53.2
 LQ0744:UTM  11      -  TIPTON PEAK                              130 33 38.6
 LQ0744
 LQ0744|---------------------------------------------------------------------|
 LQ0744| PID    Reference Object                     Distance      Geod. Az  |
 LQ0744|                                                           dddmmss.s |
 LQ0744| LQ0706 TIPTON PEAK                         APPROX.17.9 KM 1312647.0 |
 LQ0744| LQ0708 GREEN MOUNTAIN                      APPROX.18.6 KM 1432221.9 |
 LQ0744| DC9924 CARTER AZ MK                                       2262030.0 |
 LQ0744| DC9925 CARTER RM 1                           9.974 METERS 27325     |
 LQ0744| DC9926 CARTER RM 2                           8.948 METERS 34307     |
 LQ0744|---------------------------------------------------------------------|
 LQ0744
 LQ0744                          SUPERSEDED SURVEY CONTROL
 LQ0744
 LQ0744  NAD 83(1986)-  40 31 47.96672(N)    115 38 14.12856(W) AD(       ) 1
 LQ0744  NAD 27      -  40 31 48.21400(N)    115 38 10.91900(W) AD(       ) 1
 LQ0744  NGVD 29 (03/11/99) 1807.8    (m)         5931.     (f) VERT ANG       
 LQ0744
 LQ0744.Superseded values are not recommended for survey control.
 LQ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0744.See file dsdata.txt to determine how the superseded data were derived.
 LQ0744
 LQ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE1542187476(NAD 83)
 LQ0744_MARKER: DS = TRIANGULATION STATION DISK
 LQ0744_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LQ0744_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LQ0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0744
 LQ0744  HISTORY     - Date     Condition        Report By
 LQ0744  HISTORY     - 1947     MONUMENTED       CGS
 LQ0744  HISTORY     - 1961     GOOD             USGS
 LQ0744
 LQ0744                          STATION DESCRIPTION
 LQ0744
 LQ0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0744'STATION IS ABOUT 8 MILES NE OF THE POST OFFICE IN JIGGS AND
 LQ0744'ABOUT 5 MILES S OF THE POST OFFICE IN LEE, (SETTLEMENTS ARE
 LQ0744'SO SMALL THAT THEY ARE NOT LISTED ON ROAD MAPS THEREFORE
 LQ0744'DIRECTIONS TO REACH ARE FROM ELKO), AND ON A LOW ROUNDED
 LQ0744'RIDGE-LIKE HILL, IT IS ABOUT 1-1/2 MILE E OF A BLADED ROAD AND
 LQ0744'ABOUT 0.2 MILE E OF A TELEPHONE LINE.
 LQ0744'
 LQ0744'STATION IS A STANDARD DISK WELDED ON THE END OF A 1-3/4
 LQ0744'INCH PIPE AND SET UP RIGHT, STAMPED CARTER 1947, PROJECTS ABOUT
 LQ0744'7 INCHES ABOVE THE GROUND.
 LQ0744'
 LQ0744'REFERENCE MARK NO 1 IS STANDARD DISK SET IN A SOIL PIPE FILLED
 LQ0744'WITH CONCRETE WHICH IS BURIED IN THE GROUND AND REINFORCED
 LQ0744'WITH CONCRETE.  IT IS STAMPED CARTER NO 1 1947, IS ABOUT
 LQ0744'33 FEET W OF THE STATION AND IT PROJECTS ABOUT 2 INCHES ABOVE
 LQ0744'GROUND.
 LQ0744'
 LQ0744'REFERENCE MARK NO 2 IS STANDARD DISK SET IN CONCRETE FILLED
 LQ0744'SOIL PIPE AND THEN BURIED IN THE GROUND AND REINFORCED BY
 LQ0744'CONCRETE, IS STAMPED CARTER NO 2 1947, IT PROJECTS ABOUT 2
 LQ0744'INCHES ABOVE THE GROUND, AND IS ABOUT 29 FEET N OF THE STATION.
 LQ0744'
 LQ0744'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 LQ0744'BLOCK ABOUT 0.85 MILE SW OF THE STATION, ABOUT 0.1 MILE W
 LQ0744'OF A WIRE GATE IN AN E-W FENCE AND ABOUT 150 FEET N OF SAME,
 LQ0744'ABOUT 12 FEET S OF A TRACK ROAD, PROJECTS ABOUT 2 INCHES ABOVE
 LQ0744'THE GROUND AND IS STAMPED CARTER 1947.
 LQ0744'
 LQ0744'TO REACH FROM THE INTERSECTION OF IDAHO (U.S.40) AND 5TH ST.
 LQ0744'IN ELKO GO E ON 5TH ACROSS THE RR TRACK AND RIVER BRIDGE
 LQ0744'AND THENCE ONTO THE NEW BLACKTOP HIGHWAY FOR ABOUT 7 MILES
 LQ0744'TO THE JIGGS ROAD ON THE RIGHT, TURN RIGHT AND GO ABOUT 11.7
 LQ0744'MILES TO A FORK, KEEP RIGHT FOR 0.9 MILES TO THE TWIN BRIDGE
 LQ0744'RANCH BUILDINGS, CONTINUE 0.25 MILE TO A SIDE ROAD LEFT BETWEEN
 LQ0744'A CATTLE GUARD AND SMALL BRIDGE, TURN LEFT AND FOLLOW NARROW
 LQ0744'BLADED ROAD FOR ABOUT 7 MILES TO A REVERSE Y, KEEP RIGHT FOR
 LQ0744'0.45 MILE TO A SIDE ROAD RIGHT TO STATION SHEEP, CONTINUE
 LQ0744'STRAIGHT AHEAD FOR 1.2 MILES TO A FORK, KEEP LEFT FOR 0.7
 LQ0744'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 LQ0744'CONTINUE FOR 0.1 MILE TO WIRE GATE ON THE RIGHT, CONTINUE
 LQ0744'0.05 MILE ON THE ROAD AND NOT GOING THROUGH THE GATE, THENCE
 LQ0744'BEAR TO THE LEFT OFF THE ROAD AND HEAD TOWARD THE ROUNDED
 LQ0744'RIDGE TO THE NE AND GO THE HIGHEST POINT AND STATION,
 LQ0744'ABOUT 0.9 MILE.  ANY 4 SPEED TRUCK TO STATION.
 LQ0744
 LQ0744                          STATION RECOVERY (1961)
 LQ0744
 LQ0744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LQ0744'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-4 STATION 1047.
 LQ0744'STATION MARK--STANDARD DISC STAMPED---CARTER 1947---WELDED ON THE END
 LQ0744'OF A ONE AND THREE QUARTER INCH PIPE WHICH PROJECTS ABOUT 7 INCHES
 LQ0744'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1634 ***********************************************************************
 KR1634  DESIGNATION -  CAST
 KR1634  PID         -  KR1634
 KR1634  STATE/COUNTY-  NV/LYON
 KR1634  USGS QUAD   -  MISFITS FLAT (1985)
 KR1634
 KR1634                         *CURRENT SURVEY CONTROL
 KR1634  ___________________________________________________________________
 KR1634* NAD 83(1994)-  39 19 37.57487(N)    119 28 19.70665(W)     ADJUSTED  
 KR1634* NAVD 88     -      1368.1    (meters)    4489.     (feet)  VERTCON   
 KR1634  ___________________________________________________________________
 KR1634  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 KR1634  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 KR1634
 KR1634  HORZ ORDER  -  FIRST
 KR1634
 KR1634.The horizontal coordinates were established by classical geodetic methods
 KR1634.and adjusted by the National Geodetic Survey in June 1998..
 KR1634
 KR1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1634
 KR1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1634
 KR1634.The geoid height was determined by GEOID03.
 KR1634
 KR1634;                    North         East     Units Scale Factor Converg.
 KR1634;SPC NV W     - 4,508,286.204   723,368.629   MT  0.99997228   -0 33 47.9
 KR1634;SPC NV W     -14,790,935.65  2,373,251.91   sFT  0.99997228   -0 33 47.9
 KR1634;UTM  11      - 4,355,991.112   286,908.985   MT  1.00015912   -1 34 02.3
 KR1634
 KR1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1634!SPC NV W     -   0.99978920  x   0.99997228  =   0.99976149
 KR1634!UTM  11      -   0.99978920  x   1.00015912  =   0.99994829
 KR1634
 KR1634|---------------------------------------------------------------------|
 KR1634| PID    Reference Object                     Distance      Geod. Az  |
 KR1634|                                                           dddmmss.s |
 KR1634| DB6983 CAST RM 1                            13.795 METERS 16050     |
 KR1634| DB6982 CAST AZ MK                                         2305818.8 |
 KR1634| DB6984 CAST RM 2                            14.830 METERS 25857     |
 KR1634| KR1649 VIRGINIA CITY LETTER V              APPROX.16.2 KM 2630540.8 |
 KR1634|---------------------------------------------------------------------|
 KR1634
 KR1634                          SUPERSEDED SURVEY CONTROL
 KR1634
 KR1634  NAD 83(1992)-  39 19 37.57839(N)    119 28 19.69895(W) AD(       ) 1
 KR1634  NAD 83(1986)-  39 19 37.58048(N)    119 28 19.67986(W) AD(       ) 1
 KR1634  NAD 27      -  39 19 37.88500(N)    119 28 16.06300(W) AD(       ) 1
 KR1634  NGVD 29 (07/19/86) 1367.1    (m)         4485.     (f) VERT ANG       
 KR1634
 KR1634.Superseded values are not recommended for survey control.
 KR1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1634.See file dsdata.txt to determine how the superseded data were derived.
 KR1634
 KR1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8690955991(NAD 83)
 KR1634_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KR1634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1634+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 KR1634
 KR1634  HISTORY     - Date     Condition        Report By
 KR1634  HISTORY     - 1951     MONUMENTED       CGS
 KR1634  HISTORY     - 1968     SEE DESCRIPTION  CGS
 KR1634  HISTORY     - 20011019 GOOD             NVGS
 KR1634
 KR1634                          STATION DESCRIPTION
 KR1634
 KR1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1634'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHEAST OF DAYTON
 KR1634'AND 0.1 MILE NORTHWEST OF U.S. HIGHWAY 50 ON A HIGH POINT OF A
 KR1634'NORTH-SOUTH RIDGE IN THE CARSON PLAINS.
 KR1634'
 KR1634'TO REACH THE STATION FROM THE POST OFFICE IN DAYTON, GO NORTH
 KR1634'AND NORTHEAST ON U.S. HIGHWAY 50 FOR 9.3 MILES TO THE TOP OF A
 KR1634'RIDGE.  TURN LEFT AND GO 0.1 MILE TO THE STATION.  A DRIVE STATION.
 KR1634'
 KR1634'THE STATION MARK IS STAMPED CAST 1951.  IT IS A STANDARD
 KR1634'DISK SET IN A CONCRETE POST THAT PROJECTS ABOUT 1 FOOT.
 KR1634'
 KR1634'REFERENCE MARK NO. 1 IS STAMPED CAST NO 1 1951.  IT IS A
 KR1634'STANDARD DISK SET IN A CONCRETE POST THAT PROJECTS ABOUT 8
 KR1634'INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KR1634'
 KR1634'REFERENCE MARK NO. 2 IS STAMPED CAST NO 2 1951.  IT IS A
 KR1634'STANDARD DISK SET IN A CONCRETE POST THAT PROJECTS ABOUT
 KR1634'6 INCHES AND IS ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 KR1634'
 KR1634'THE AZIMUTH MARK IS STAMPED CAST 1951.  IT IS A STANDARD DISK
 KR1634'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2 FEET
 KR1634'AND IS AT THE NORTH EDGE OF A MASS OF BOULDERS AND BEDROCK 0.1
 KR1634'MILE SOUTHEAST OF U.S. HIGHWAY 50.  THE MARK IS 1 FOOT EAST
 KR1634'OF A WHITE WITNESS POST.
 KR1634
 KR1634                          STATION RECOVERY (1968)
 KR1634
 KR1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JY)
 KR1634'THE BENCH MARK WAS DISCOVERED AS DESCRIBED AND FOUND TO BE IN
 KR1634'GOOD CONDITION
 KR1634
 KR1634                          STATION RECOVERY (2001)
 KR1634
 KR1634'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR1634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1378 ***********************************************************************
 FS1378  DESIGNATION -  CASTLE
 FS1378  PID         -  FS1378
 FS1378  STATE/COUNTY-  NV/CLARK
 FS1378  USGS QUAD   -  MC CULLOUGH MOUNTAIN NE (1989)
 FS1378
 FS1378                         *CURRENT SURVEY CONTROL
 FS1378  ___________________________________________________________________
 FS1378* NAD 83(1994)-  35 38 57.33871(N)    115 02 56.50049(W)     ADJUSTED  
 FS1378* NAVD 88     -      1488.0    (meters)    4882.     (feet)  VERTCON   
 FS1378  ___________________________________________________________________
 FS1378  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 FS1378  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FS1378
 FS1378  HORZ ORDER  -  THIRD
 FS1378
 FS1378.The horizontal coordinates were established by classical geodetic methods
 FS1378.and adjusted by the National Geodetic Survey in June 1998..
 FS1378
 FS1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1378
 FS1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1378
 FS1378.The geoid height was determined by GEOID03.
 FS1378
 FS1378;                    North         East     Units Scale Factor Converg.
 FS1378;SPC NV E     - 8,099,889.310   248,382.749   MT  0.99992884   +0 18 41.1
 FS1378;SPC NV E     -26,574,386.84    814,902.40   sFT  0.99992884   +0 18 41.1
 FS1378;UTM  11      - 3,946,800.472   676,622.818   MT  0.99998443   +1 08 14.5
 FS1378
 FS1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1378!SPC NV E     -   0.99977099  x   0.99992884  =   0.99969985
 FS1378!UTM  11      -   0.99977099  x   0.99998443  =   0.99975542
 FS1378
 FS1378|---------------------------------------------------------------------|
 FS1378| PID    Reference Object                     Distance      Geod. Az  |
 FS1378|                                                           dddmmss.s |
 FS1378| CS5939 CASTLE RM 2                           4.599 METERS 11000     |
 FS1378| CS5938 CASTLE RM 1                           4.438 METERS 35642     |
 FS1378|---------------------------------------------------------------------|
 FS1378
 FS1378                          SUPERSEDED SURVEY CONTROL
 FS1378
 FS1378  NAD 83(1992)-  35 38 57.33663(N)    115 02 56.50203(W) AD(1991.35) 3
 FS1378  NAD 83(1992)-  35 38 57.33803(N)    115 02 56.50071(W) AD(       ) 3
 FS1378  NAD 83(1992)-  35 38 57.33777(N)    115 02 56.50203(W) AD(       ) 3
 FS1378  NAD 83(1986)-  35 38 57.33772(N)    115 02 56.49095(W) AD(       ) 3
 FS1378  NGVD 29 (05/21/91) 1487.1    (m)         4879.     (f) VERT ANG       
 FS1378
 FS1378.Superseded values are not recommended for survey control.
 FS1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1378.See file dsdata.txt to determine how the superseded data were derived.
 FS1378
 FS1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV7662346800(NAD 83)
 FS1378_MARKER: DS = TRIANGULATION STATION DISK
 FS1378_SETTING: 66 = SET IN ROCK OUTCROP
 FS1378_SP_SET: SET IN ROCK OUTCROP
 FS1378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1378+STABILITY: POSITION/ELEVATION WELL
 FS1378
 FS1378  HISTORY     - Date     Condition        Report By
 FS1378  HISTORY     - 1957     MONUMENTED       USGS
 FS1378  HISTORY     - 1958     GOOD             USGS
 FS1378
 FS1378                          STATION DESCRIPTION
 FS1378
 FS1378'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FS1378'LOCATED ABOUT 24 MI SW. OF BOULDER CITY, 5 MI W. OF U.S. HWY. 95,
 FS1378'180 FT N. OF SPIRE PROMINENTLY VISIBLE FROM E. TOWARDS NORTH END
 FS1378'OF VERY RUGGED RIDGE, ON HIGHEST TOP IN VICINITY, 8 FT E. OF
 FS1378'CLIFF EDGE AND 2.5 FT LOWER THAN HIGHEST POINT OF TOP.
 FS1378'
 FS1378'TO REACH FROM RAILROAD PASS 4 MI W. OF BOULDER CITY, DRIVE 8.3 MI
 FS1378'S. ON U.S. HWY. 95.  TURN RIGHT FOLLOWING POWER LINE RD. 4.9 MI.
 FS1378'TURN LEFT FOLLOWING CROSSING POWER LINE RD. 12 MI TO POINT JUST
 FS1378'BEYOND TOWER NO. 331.  TURN LEFT ON RD. 0.1 MI.  TURN RIGHT UP WASH
 FS1378'PASSING S. OF ROCKY BLUFF 0.4 MI.  BEAR LEFT UP SIDE DRAIN THEN
 FS1378'EASTERLY ACROSS FLAT DIVIDE AND UP NEXT DRAIN 0.3 MI.  SWING LEFT
 FS1378'UP BRANCH DRAIN TOWARD POINTED PINNACLE 0.5 MI.  PACK UP DRAIN TO
 FS1378'SOUTH SIDE OF PINNACLE.  BEAR RIGHT UP STEEP ROCKY SLOPE TO SMALL
 FS1378'SADDLE AT SOUTH END OF RIMROCK.  ABOUT 100 FT E. OF SADDLE A
 FS1378'CHIMNEY LEADS TO TOP OF RIMROCK FROM WHENCE PACK TO NORTH END OF
 FS1378'TOP AND STATION.  A 1-1/4 HOUR PACK.  (THE SECOND OR THIRD
 FS1378'FISSURE IN RIMROCK E. OF CHIMNEY IS EASIER TO CLIMB BUT REQUIRES
 FS1378'DROPPING DOWN TO GET AROUND A BUTTRESS.  RIMROCK TO N. AND E. OF
 FS1378'TOP CANNOT BE CLIMBED.)
 FS1378'
 FS1378'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---CASTLE 1957---, IN
 FS1378'SOLID ROCK OUTCROP UNDER 3.5-FT CAIRN.
 FS1378'
 FS1378'RM 1--STANDARD RM TABLET STAMPED---NO 1 1957---, IN ROCK.
 FS1378'
 FS1378'RM 2--STANDARD RM TABLET STAMPED---NO 2 1957---, IN ROCK.
 FS1378
 FS1378                          STATION RECOVERY (1958)
 FS1378
 FS1378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FS1378'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 FS1378'CAIRN NOW 3.1 FT HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1253 ***********************************************************************
 JR1253  DESIGNATION -  CASTLE ROCK
 JR1253  PID         -  JR1253
 JR1253  STATE/COUNTY-  NV/DOUGLAS
 JR1253  USGS QUAD   -  SOUTH LAKE TAHOE (1992)
 JR1253
 JR1253                         *CURRENT SURVEY CONTROL
 JR1253  ___________________________________________________________________
 JR1253* NAD 83(1994)-  38 59 23.36570(N)    119 54 31.79138(W)     ADJUSTED  
 JR1253* NAVD 88     -      2410.5    (meters)    7908.     (feet)  VERTCON   
 JR1253  ___________________________________________________________________
 JR1253  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 JR1253  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 JR1253
 JR1253  HORZ ORDER  -  SECOND
 JR1253
 JR1253.The horizontal coordinates were established by classical geodetic methods
 JR1253.and adjusted by the National Geodetic Survey in June 1998..
 JR1253
 JR1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1253
 JR1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1253
 JR1253.The geoid height was determined by GEOID03.
 JR1253
 JR1253;                    North         East     Units Scale Factor Converg.
 JR1253;SPC NV W     - 4,471,304.689   685,169.790   MT  1.00006232   -0 50 02.7
 JR1253;SPC NV W     -14,669,605.47  2,247,927.89   sFT  1.00006232   -0 50 02.7
 JR1253;SPC CA 2     -   648,961.644 2,181,145.202   MT  0.99991604   +1 19 06.3
 JR1253;SPC CA 2     - 2,129,134.99  7,155,973.88   sFT  0.99991604   +1 19 06.3
 JR1253;SPC CA 3     -   776,513.658 2,051,226.207   MT  1.00016328   +0 21 43.0
 JR1253;SPC CA 3     - 2,547,611.89  6,729,731.31   sFT  1.00016328   +0 21 43.0
 JR1253;UTM  11      - 4,319,673.068   248,060.383   MT  1.00038166   -1 49 52.1
 JR1253
 JR1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1253!SPC NV W     -   0.99962573  x   1.00006232  =   0.99968802
 JR1253!SPC CA 2     -   0.99962573  x   0.99991604  =   0.99954180
 JR1253!SPC CA 3     -   0.99962573  x   1.00016328  =   0.99978895
 JR1253!UTM  11      -   0.99962573  x   1.00038166  =   1.00000724
 JR1253
 JR1253:                Primary Azimuth Mark                     Grid Az
 JR1253:SPC NV W     -  T13N R18E SEC 22 AP 4                    249 17 54.7
 JR1253:SPC CA 2     -  T13N R18E SEC 22 AP 4                    247 08 45.7
 JR1253:SPC CA 3     -  T13N R18E SEC 22 AP 4                    248 06 09.0
 JR1253:UTM  11      -  T13N R18E SEC 22 AP 4                    250 17 44.1
 JR1253
 JR1253|---------------------------------------------------------------------|
 JR1253| PID    Reference Object                     Distance      Geod. Az  |
 JR1253|                                                           dddmmss.s |
 JR1253| JR1273 T13N R18E SEC 22 AP 4               APPROX. 4.0 KM 2482752.0 |
 JR1253|---------------------------------------------------------------------|
 JR1253
 JR1253                          SUPERSEDED SURVEY CONTROL
 JR1253
 JR1253  NAD 83(1992)-  38 59 23.36580(N)    119 54 31.79082(W) AD(       ) 2
 JR1253  NAD 83(1986)-  38 59 23.34630(N)    119 54 31.75744(W) AD(       ) 2
 JR1253  NAD 27      -  38 59 23.67800(N)    119 54 28.10800(W) AD(       ) 2
 JR1253  NGVD 29 (07/19/86) 2409.2    (m)         7904.     (f) VERT ANG       
 JR1253
 JR1253.Superseded values are not recommended for survey control.
 JR1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1253.See file dsdata.txt to determine how the superseded data were derived.
 JR1253
 JR1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4806019673(NAD 83)
 JR1253_MARKER: B = BOLT
 JR1253_SETTING: 80 = SET IN A BOULDER
 JR1253_SP_SET: SET IN DRILL HOLE IN A BOULDER
 JR1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR1253+STABILITY: SURFACE MOTION
 JR1253
 JR1253  HISTORY     - Date     Condition        Report By
 JR1253  HISTORY     - 1894     MONUMENTED       CGS
 JR1253  HISTORY     - 1954     GOOD             USGS
 JR1253
 JR1253                          STATION DESCRIPTION
 JR1253
 JR1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (CHS)
 JR1253'STATION IS ON FIRST RIDGE E OF S END OF LAKE TAHOE ON BALD ROCKY
 JR1253'POINT.  KNOWN LOCALLY AS CASTLE ROCK BECAUSE OF ITS RESEMBLANCE
 JR1253'TO AN ANCIENT CASTLE.
 JR1253'
 JR1253'STATION MARK IS A COPPER BOLT IN ROCK PROJECTING OUT ABOUT 2
 JR1253'INCHES.
 JR1253'
 JR1253'TO REACH STATION DRIVE FROM SMITHS STATE LINE HOUSE, PASS
 JR1253'AVERILLS HOUSE LEAVING GENOA PIKE ABOUT 1 MILE E OF AVERILLS.
 JR1253'TRAIL FOLLOWS UP SMALL RAVINE TO TOP OF RIDGE AND TURNS TO
 JR1253'RIGHT FOLLOWING UP ROCKY RIDGE.  SIGNAL IS NOT ON HIGHEST
 JR1253'POINT BUT ABOUT 50 FEET BELOW IT, AND 75 FEET SW OF IT.  THIS
 JR1253'STATION IS AMONG BOLD CASTELLATED ROCKS, AND THERE ARE NO
 JR1253'OTHERS LIKE THEM ANYWHERE ELSE IN THIS LOCALITY.
 JR1253
 JR1253                          STATION RECOVERY (1954)
 JR1253
 JR1253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JR1253'RECOVERED AS DESCRIBED.  STATION MARK (BOLT) IN GOOD CONTIION.
 JR1253'
 JR1253'A REVISED TO REACH FOLLOWS--TO REACH FROM STATELINE POST
 JR1253'OFFICE, CA AT SOUTHEAST END OF LAKE TAHOE, DRIVE 0.9 MI NE. ON
 JR1253'U.S. HWY. 50 TO RD. FORKS.  TAKE RIGHT FORK, KINGSBURY GRADE ROAD,
 JR1253'2.0 MI TO SIDE RD. LEFT AND SIGN KINGSBURY DUMP 1/4.  TURN LEFT
 JR1253'AS PER SIGN ONTO DIRT RD. 0.1 MI TO RD. FORKS.  TAKE RIGHT FORK
 JR1253'2.0 MI.  TURN LEFT ONTO ABANDONED LOGGING RD. FOLLOWING
 JR1253'MAIN-TRAVELED RD. 0.9 MI TO WHERE RD. CROSSES RIDGE AND END OF
 JR1253'RD.  PACK S., PASSING ON WEST SIDE OF HIGHEST POINT TO ROCKY
 JR1253'SADDLE THEN W. ABOUT 25 FT TO ROCK TOP AND STATION.  A 15-MIN.
 JR1253'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0349 ***********************************************************************
 MV0349  DESIGNATION -  CAT
 MV0349  PID         -  MV0349
 MV0349  STATE/COUNTY-  NV/WASHOE
 MV0349  USGS QUAD   -  SWAN LAKE (1966)
 MV0349
 MV0349                         *CURRENT SURVEY CONTROL
 MV0349  ___________________________________________________________________
 MV0349* NAD 83(1994)-  41 50 56.48902(N)    119 23 21.34789(W)     ADJUSTED  
 MV0349* NAVD 88     -      2224.51   (+/-2cm)    7298.2    (feet)  VERTCON   
 MV0349  ___________________________________________________________________
 MV0349  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 MV0349  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 MV0349
 MV0349  HORZ ORDER  -  SECOND
 MV0349  VERT ORDER  -  THIRD ? (See Below)
 MV0349
 MV0349.The horizontal coordinates were established by classical geodetic methods
 MV0349.and adjusted by the National Geodetic Survey in June 1998..
 MV0349
 MV0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0349.The vertical order pertains to the NGVD 29 superseded value.
 MV0349
 MV0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0349
 MV0349.The geoid height was determined by GEOID03.
 MV0349
 MV0349;                    North         East     Units Scale Factor Converg.
 MV0349;SPC NV W     - 4,788,244.682   733,076.933   MT  0.99995509   -0 32 15.8
 MV0349;SPC NV W     -15,709,432.76  2,405,103.24   sFT  0.99995509   -0 32 15.8
 MV0349;UTM  11      - 4,635,773.817   301,653.444   MT  1.00008413   -1 35 40.4
 MV0349
 MV0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0349!SPC NV W     -   0.99965441  x   0.99995509  =   0.99960951
 MV0349!UTM  11      -   0.99965441  x   1.00008413  =   0.99973851
 MV0349
 MV0349:                Primary Azimuth Mark                     Grid Az
 MV0349:SPC NV W     -  NIP                                      031 45 44.4
 MV0349:UTM  11      -  NIP                                      032 49 09.0
 MV0349
 MV0349|---------------------------------------------------------------------|
 MV0349| PID    Reference Object                     Distance      Geod. Az  |
 MV0349|                                                           dddmmss.s |
 MV0349| MV0347 NIP                                 APPROX. 1.3 KM 0311328.6 |
 MV0349|---------------------------------------------------------------------|
 MV0349
 MV0349                          SUPERSEDED SURVEY CONTROL
 MV0349
 MV0349  NAD 83(1992)-  41 50 56.48887(N)    119 23 21.34762(W) AD(       ) 2
 MV0349  NAD 83(1991)-  41 50 56.48834(N)    119 23 21.34722(W) AD(       ) 2
 MV0349  NAD 83(1986)-  41 50 56.49023(N)    119 23 21.34716(W) AD(       ) 2
 MV0349  NAD 27      -  41 50 56.87603(N)    119 23 17.60515(W) AD(       ) 2
 MV0349  NGVD 29 (07/19/86) 2223.21   (m)         7294.0    (f) LEVELING    3  
 MV0349
 MV0349.Superseded values are not recommended for survey control.
 MV0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0349.See file dsdata.txt to determine how the superseded data were derived.
 MV0349
 MV0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG0165335774(NAD 83)
 MV0349_MARKER: DD = SURVEY DISK
 MV0349_SETTING: 66 = SET IN ROCK OUTCROP
 MV0349_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 MV0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0349+STABILITY: POSITION/ELEVATION WELL
 MV0349
 MV0349  HISTORY     - Date     Condition        Report By
 MV0349  HISTORY     - 1966     MONUMENTED       USGS
 MV0349
 MV0349                          STATION DESCRIPTION
 MV0349
 MV0349'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DHK)
 MV0349'LOCATED ABOUT 45 MI. NE. OF CEDARVILLE, CALIFORNIA.  40 MI. SW. OF
 MV0349'DENIO, NEVADA.  10 MI. S. OF THE OREGON-NEVADA BORDER.  ON THE
 MV0349'HIGHEST POINT OF A ROCKY TOP.
 MV0349'
 MV0349'REACHED BY HELICOPTER.
 MV0349'
 MV0349'STATION IS ABOUT 0.75 MI. SW. OF C AND GS STATION NIP.
 MV0349'
 MV0349'STATION MARK--A STANDARD TABLET STAMPED CAT 1966 CEMENTED IN DRILL
 MV0349'HOLE IN ROCK.
 MV0349'
 MV0349'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0858 ***********************************************************************
 MT0858  DESIGNATION -  CAT
 MT0858  PID         -  MT0858
 MT0858  STATE/COUNTY-  NV/ELKO
 MT0858  USGS QUAD   -  HICKS MOUNTAIN (1986)
 MT0858
 MT0858                         *CURRENT SURVEY CONTROL
 MT0858  ___________________________________________________________________
 MT0858* NAD 83(1994)-  41 58 38.48726(N)    115 45 30.63468(W)     ADJUSTED  
 MT0858* NAVD 88     -      2045.9    (meters)    6712.     (feet)  VERTCON   
 MT0858  ___________________________________________________________________
 MT0858  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 MT0858  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 MT0858
 MT0858  HORZ ORDER  -  THIRD
 MT0858
 MT0858.The horizontal coordinates were established by classical geodetic methods
 MT0858.and adjusted by the National Geodetic Survey in June 1998..
 MT0858
 MT0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0858
 MT0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0858
 MT0858.The geoid height was determined by GEOID03.
 MT0858
 MT0858;                    North         East     Units Scale Factor Converg.
 MT0858;SPC NV E     - 8,802,198.203   185,482.816   MT  0.99990259   -0 07 01.8
 MT0858;SPC NV E     -28,878,545.27    608,538.21   sFT  0.99990259   -0 07 01.8
 MT0858;SPC ID W     -    34,506.120   799,294.768   MT  0.99993334   -0 00 20.5
 MT0858;UTM  11      - 4,648,007.635   602,854.584   MT  0.99973017   +0 49 49.5
 MT0858
 MT0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0858!SPC NV E     -   0.99968176  x   0.99990259  =   0.99958438
 MT0858!SPC ID W     -   0.99968176  x   0.99993334  =   0.99961512
 MT0858!UTM  11      -   0.99968176  x   0.99973017  =   0.99941202
 MT0858
 MT0858|---------------------------------------------------------------------|
 MT0858| PID    Reference Object                     Distance      Geod. Az  |
 MT0858|                                                           dddmmss.s |
 MT0858| DC9929 CAT RM 3                             11.597 METERS 15927     |
 MT0858| DC9928 CAT RM 2 DRILL HOLE                  13.404 METERS 17006     |
 MT0858| DC9927 CAT RM 1                              7.240 METERS 25323     |
 MT0858| MT0859 ALDER                               APPROX. 6.3 KM 2644908.4 |
 MT0858|---------------------------------------------------------------------|
 MT0858
 MT0858                          SUPERSEDED SURVEY CONTROL
 MT0858
 MT0858  NAD 83(1986)-  41 58 38.48646(N)    115 45 30.63502(W) AD(       ) 3
 MT0858  NAD 27      -  41 58 38.83500(N)    115 45 27.31900(W) AD(       ) 3
 MT0858  NGVD 29 (07/19/86) 2044.7    (m)         6708.     (f) VERT ANG       
 MT0858
 MT0858.Superseded values are not recommended for survey control.
 MT0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0858.See file dsdata.txt to determine how the superseded data were derived.
 MT0858
 MT0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG0285548008(NAD 83)
 MT0858_MARKER: DS = TRIANGULATION STATION DISK
 MT0858_SETTING: 66 = SET IN ROCK OUTCROP
 MT0858_SP_SET: SET IN BEDROCK
 MT0858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0858+STABILITY: POSITION/ELEVATION WELL
 MT0858
 MT0858  HISTORY     - Date     Condition        Report By
 MT0858  HISTORY     - 1935     MONUMENTED       USGS
 MT0858  HISTORY     - 1956     GOOD             CGS
 MT0858  HISTORY     - 1956     GOOD             USGS
 MT0858
 MT0858                          STATION DESCRIPTION
 MT0858
 MT0858'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 MT0858'LOCATED 23 MI NNW. OF GOLD CREEK RANGER STATION, 0.25 MI W. OF
 MT0858'MCDONALD MINE RD.  ON HIGH POINT OF RIDGE 1 MI S. OF ID-NV STATE
 MT0858'LINE, JUST S. OF USFS BOUNDARY FENCE ON NORTH EDGE OF RIDGE 50 FT
 MT0858'BACK FROM WHERE SLOPE BREAKS OFF TO N.
 MT0858'
 MT0858'TO REACH FROM GOLD CREEK RANGER STATION, DRIVE 0.25 MI W. TO
 MT0858'NORTH FORK-JARBIDGE RD.  THEN RIGHT 4.1 MI N. TO USFS BOUNDARY
 MT0858'GATE.  THEN 2.4 MI W. TO MCDONALD MINE RD.  THEN RIGHT 15 MI N. TO
 MT0858'USFS BOUNDARY GATE.  THEN 0.25 MI W. TO TOP OF RIDGE ABOUT 500 FT
 MT0858'S. OF USFS BOUNDARY FENCE TO STATION.
 MT0858'
 MT0858'STATION MARK--STANDARD BRONZE TABLET STAMPED---CAT RS 1935---,
 MT0858'CEMENTED IN SOLID ROCK UNDER CAIRN.
 MT0858'
 MT0858'RM 1--STANDARD BRONZE RM TABLET STAMPED---NO 1 CAT 1935---,
 MT0858'CEMENTED IN SOLID ROCK.
 MT0858'
 MT0858'RM 2--1-INCH DRILL HOLE 3 INCHES DEEP IN SOLID ROCK.
 MT0858
 MT0858                          STATION RECOVERY (1956)
 MT0858
 MT0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MT0858'THE STATION IS LOCATED ON THE TOP OF A HIGH HILL THAT IS ABOUT
 MT0858'14 MILES (AIRLINE) NORTHEAST OF MOUNTAIN CITY, 6 MILES NORTHWEST
 MT0858'OF ROWLAND, 2 MILES SOUTH OF THE IDAHO-NEVADA STATE LINE, AND
 MT0858'8.8 FEET NORTHEAST OF A WHITE WITNESS POST.
 MT0858'
 MT0858'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN CITY GO
 MT0858'SOUTH ON STATE HIGHWAY 11A FOR 1.1 MILES TO A SIDE ROAD LEFT.
 MT0858'TURN LEFT AND GO 0.2 MILES TO A Y FORK.  TAKE THE LEFT FORK AND
 MT0858'GO 3.2 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 1.2 MILES
 MT0858'TO A FORK.  TAKE THE RIGHT FORK AND GO 4.1 MILES TO A FORK.
 MT0858'TAKE THE RIGHT FORK AND GO 0.2 MILE TO A FORK.  TAKE THE LEFT
 MT0858'FORK AND GO 2.7 MILES TO A FORK AT A SIGN 2 BRUNEAU SHEEP CAMP,
 MT0858'45 GRASWERE IDAHO, KUNZ RANCH 4.  TAKE THE RIGHT FORK AND GO
 MT0858'3.7 MILES, PASSING BY SOME RANCH BUILDINGS, TO A FORK.  TAKE
 MT0858'THE LEFT FORK AND GO 1.5 MILES TO ALDER SUMMIT.  CONTINUE AHEAD
 MT0858'ON THE MAIN TRAVELED ROAD AND GO 6.8 MILES TO A REVERSE Y
 MT0858'FORK.  CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD AND GO
 MT0858'1.9 MILES TO A Y FORK.  TAKE THE RIGHT FORK AND GO 0.3
 MT0858'MILES TO A Y FORK.  TAKE THE RIGHT FORK AND GO 0.8 MILE TO A
 MT0858'REVERSE Y FORK AT STATION ZOLA.  CONTINUE AHEAD (SOUTH) AND GO
 MT0858'1.2 MILES TO A Y FORK AND A LARGE WHITE MAIL BOX.  TAKE
 MT0858'THE RIGHT FORK AND GO 1.6 MILES TO A FORK AT SHEEP SHEDS.  TAKE
 MT0858'THE LEFT FORK AND GO 0.1 MILE TO A FORK.  TAKE THE LEFT FORK,
 MT0858'CROSSING DRAW, AND GO 0.6 MILE TO A CROSSROAD.  CONTINUE
 MT0858'STRAIGHT AHEAD (SOUTHEASTERLY) AND GO 0.8 MILE TO A REVERSE Y FORK.
 MT0858'CONTINUE STRAIGHT AHEAD AND GO 0.3 MILE TO A FORK.  TAKE
 MT0858'THE RIGHT FORK AND GO 0.05 MILE TO A FORK.  TAKE THE RIGHT
 MT0858'FORK AND GO 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 1.9
 MT0858'MILE TO A GATE.  PASS THROUGH THE GATE, TURN RIGHT, AND
 MT0858'PICK WAY AROUND TO THE HIGHEST POINT AND STATION, A TOTAL OF
 MT0858'ABOUT 0.4 MILE.  THIS IS A DRIVE STATION.
 MT0858'
 MT0858'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED
 MT0858'CAT RS 1935, AND IS SET IN A DRILL HOLE IN A LARGE BOULDER
 MT0858'THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
 MT0858'
 MT0858'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK,
 MT0858'STAMPED CAT NO 1 1935, AND IS SET IN A DRILL HOLE IN A BOULDER
 MT0858'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 MT0858'
 MT0858'THE DRILL HOLE IS THE U.S. GEOLOGICAL SURVEY REFERENCE MARK 2.
 MT0858'IT IS IN A BOULDER THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 MT0858'
 MT0858'REFERENCE MARK 3, A STANDARD DISK STAMPED CAT USGS NO 3 1956,
 MT0858'IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 5 INCHES
 MT0858'ABOVE THE GROUND.
 MT0858'
 MT0858'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 MT0858
 MT0858                          STATION RECOVERY (1956)
 MT0858
 MT0858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 MT0858'RECOVERED AS DESCRIBED BY USGS.
 MT0858'
 MT0858'1956 NOTE--RECOVERED BY NGS IN 1956.
 MT0858'
 MT0858'RM 3--NGS DISK STAMPED---CAT USGS NO 3 1956---, IN DRILL HOLE IN
 MT0858'BOULDER PROJECTING ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1151 ***********************************************************************
 AI1151  DESIGNATION -  CAT
 AI1151  PID         -  AI1151
 AI1151  STATE/COUNTY-  NV/NYE
 AI1151  USGS QUAD   -  BUCKBOARD MESA (1983)
 AI1151
 AI1151                         *CURRENT SURVEY CONTROL
 AI1151  ___________________________________________________________________
 AI1151* NAD 83(1994)-  37 02 54.89321(N)    116 21 42.75797(W)     ADJUSTED  
 AI1151* NAVD 88     -      1728.7    (meters)    5672.     (feet)  VERTCON   
 AI1151  ___________________________________________________________________
 AI1151  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AI1151  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AI1151
 AI1151  HORZ ORDER  -  THIRD
 AI1151
 AI1151.The horizontal coordinates were established by classical geodetic methods
 AI1151.and adjusted by the National Geodetic Survey in March 1999..
 AI1151
 AI1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1151
 AI1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1151
 AI1151.The geoid height was determined by GEOID03.
 AI1151
 AI1151;                    North         East     Units Scale Factor Converg.
 AI1151;SPC NV C     - 6,255,062.061   527,109.873   MT  0.99990905   +0 11 01.1
 AI1151;SPC NV C     -20,521,816.11  1,729,359.64   sFT  0.99990905   +0 11 01.1
 AI1151;UTM  11      - 4,100,452.068   556,741.838   MT  0.99963966   +0 23 04.1
 AI1151
 AI1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1151!SPC NV C     -   0.99973298  x   0.99990905  =   0.99964206
 AI1151!UTM  11      -   0.99973298  x   0.99963966  =   0.99937274
 AI1151
 AI1151                          SUPERSEDED SURVEY CONTROL
 AI1151
 AI1151  NGVD 29 (03/11/99) 1727.6    (m)         5668.     (f) VERT ANG       
 AI1151
 AI1151.Superseded values are not recommended for survey control.
 AI1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1151.See file dsdata.txt to determine how the superseded data were derived.
 AI1151
 AI1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB5674200452(NAD 83)
 AI1151_MARKER: DS = TRIANGULATION STATION DISK
 AI1151_SETTING: 66 = SET IN ROCK OUTCROP
 AI1151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1151+STABILITY: POSITION/ELEVATION WELL
 AI1151
 AI1151  HISTORY     - Date     Condition        Report By
 AI1151  HISTORY     - 1959     MONUMENTED       USGS
 AI1151
 AI1151                          STATION DESCRIPTION
 AI1151
 AI1151'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AI1151'LOCATED ABOUT 34 MI. NW. OF MERCURY, 28.5 MI. N. OF LATHROP WELLS, 4
 AI1151'MI. SW. OF THE S. END OF THE AIR STRIP AT AMMONIA, ABOUT 1.8 MI. W. OF
 AI1151'FORTY MILE CANYON, ON THE HIGHEST POINT OF A SMALL TOP. STATION
 AI1151'REACHED BY HELICOPTER. STATION MARK--STANDARD TABLET STAMPED---CAT
 AI1151'1959--- CEMENTED IN ROCK OUTCROP. REFERENCE MARK NO. 1--STANDARD
 AI1151'REFERENCE MARK TABLET STAMPED---NO 1 1959--- CEMENTED IN DRILL HOLE IN
 AI1151'ROCK OUTCROP 14.36 FT. FROM STATION IN DIRECTI 57 DEGREES 57 MINUTES.
 AI1151'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 AI1151'1959--- CEMENTED IN DRILL HOLE IN ROCK OUTCROP 14.52 FT. FROM STATION
 AI1151'IN DIRECTI 123 DEGREES 59 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0329 ***********************************************************************
 HP0329  DESIGNATION -  CATHEDRAL
 HP0329  PID         -  HP0329
 HP0329  STATE/COUNTY-  NV/LINCOLN
 HP0329  USGS QUAD   -  
 HP0329
 HP0329                         *CURRENT SURVEY CONTROL
 HP0329  ___________________________________________________________________
 HP0329* NAD 83(1994)-  37 01 52.04391(N)    114 47 33.82321(W)     ADJUSTED  
 HP0329* NAVD 88     -      1759.1    (meters)    5771.     (feet)  VERTCON   
 HP0329  ___________________________________________________________________
 HP0329  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 HP0329  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 HP0329
 HP0329  HORZ ORDER  -  FIRST
 HP0329
 HP0329.The horizontal coordinates were established by classical geodetic methods
 HP0329.and adjusted by the National Geodetic Survey in June 1998..
 HP0329
 HP0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0329
 HP0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0329
 HP0329.The geoid height was determined by GEOID03.
 HP0329
 HP0329;                    North         East     Units Scale Factor Converg.
 HP0329;SPC NV E     - 8,253,373.608   270,337.934   MT  0.99996093   +0 28 34.2
 HP0329;SPC NV E     -27,077,943.25    886,933.71   sFT  0.99996093   +0 28 34.2
 HP0329;UTM  11      - 4,100,603.147   696,327.706   MT  1.00007485   +1 19 47.1
 HP0329
 HP0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0329!SPC NV E     -   0.99972806  x   0.99996093  =   0.99968900
 HP0329!UTM  11      -   0.99972806  x   1.00007485  =   0.99980289
 HP0329
 HP0329|---------------------------------------------------------------------|
 HP0329| PID    Reference Object                     Distance      Geod. Az  |
 HP0329|                                                           dddmmss.s |
 HP0329| DC9931 CATHEDRAL RM 1                        5.782 METERS 03516     |
 HP0329| DC9932 CATHEDRAL RM 2                        4.505 METERS 14302     |
 HP0329| DC9930 CATHEDRAL AZ MK                                    2860657.1 |
 HP0329|---------------------------------------------------------------------|
 HP0329
 HP0329                          SUPERSEDED SURVEY CONTROL
 HP0329
 HP0329  NAD 83(1994)-  37 01 52.04311(N)    114 47 33.82138(W) AD(       ) 1
 HP0329  NAD 83(1992)-  37 01 52.03961(N)    114 47 33.81939(W) AD(       ) 1
 HP0329  NAD 83(1986)-  37 01 52.03643(N)    114 47 33.81968(W) AD(       ) 1
 HP0329  NAD 27      -  37 01 52.15500(N)    114 47 30.82200(W) AD(       ) 1
 HP0329  NGVD 29 (07/19/86) 1758.3    (m)         5769.     (f) VERT ANG       
 HP0329
 HP0329.Superseded values are not recommended for survey control.
 HP0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0329.See file dsdata.txt to determine how the superseded data were derived.
 HP0329
 HP0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB9632800603(NAD 83)
 HP0329_MARKER: DS = TRIANGULATION STATION DISK
 HP0329_SETTING: 80 = SET IN A BOULDER
 HP0329_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HP0329
 HP0329  HISTORY     - Date     Condition        Report By
 HP0329  HISTORY     - 1944     MONUMENTED       CGS
 HP0329  HISTORY     - 1954     GOOD             CGS
 HP0329  HISTORY     - 1968     GOOD             USGS
 HP0329
 HP0329                          STATION DESCRIPTION
 HP0329
 HP0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0329'STATION IS LOCATED ABOUT 25 MILES NNW OF MOAPA, 11 MILES NW
 HP0329'OF ROX, 7 MILES E OF THE POINT WHERE U.S. HIGHWAY 93 CROSSES
 HP0329'KANE SPRINGS WASH, AND ON THE HIGHEST AND MOST CONSPICUOUS
 HP0329'PEAK IN THE S PORTION OF THE MEADOW VALLEY MOUNTAINS.  THE
 HP0329'PEAK CAN BE IDENTIFIED BY THE HIGH ROCK, CASTLE-SHAPED DOME
 HP0329'THAT RISES SOME 200 FEET ABOVE THE GENERAL ELEVATION OF THE
 HP0329'BULK OF THE PEAK.  THE POINT LIES NEAR THE N END OF THE RUGGED
 HP0329'RANGE JUST TO THE E OF U.S. HIGHWAY 93.
 HP0329'
 HP0329'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 HP0329'IN A BOULDER PROJECTING ABOUT 10 INCHES ABOVE GENERAL ROCK
 HP0329'ELEVATION.  IT IS STAMPED CATHEDRAL 1944.
 HP0329'
 HP0329'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 HP0329'IN A BOULDER WHICH PROJECTS ABOUT 12 INCHES.  IT IS 18 INCHES
 HP0329'LOWER THAN STATION ELEVATION AND IS STAMPED CATHEDRAL NO 1 1944.
 HP0329'
 HP0329'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 HP0329'HOLE IN A BOULDER WHICH PROJECTS ABOUT 18 INCHES.  IT IS 2
 HP0329'FEET LOWER THAN STATION ELEVATION AND IS STAMPED CATHEDRAL
 HP0329'NO 2 1944.
 HP0329'
 HP0329'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 HP0329'A BOULDER PROJECTING ABOUT 6 INCHES.  IT IS 9 PACES N OF A
 HP0329'4-FOOT CAIRN ON THE N BANK OF WASH AND N OF FIRST ROCK BLUFF
 HP0329'AS WASH TO STATION APPROACHES MOUNTAINS FROM THE VALLEY.  IT
 HP0329'IS STAMPED CATHEDRAL 1944.
 HP0329'
 HP0329'TO REACH STATION FROM THE MOAPA POST OFFICE, GO N ON U.S.
 HP0329'HIGHWAY 93 FOR 30.3 MILES TO TRACK ROAD LEADING OFF TO RIGHT.
 HP0329'FOLLOW TRACK ROAD UP KANE SPRINGS WASH 7.0 MILES.  BETTER
 HP0329'TRAVELING WILL BE FOUND IN SOME PLACES BY FOLLOWING TRACKS
 HP0329'OUT ONTO BANKS, SUCH PORTIONS HAVING BEEN GRADED.  TURN RIGHT
 HP0329'OFF ROAD AND CONTINUE CROSS COUNTRY APPROXIMATELY 1 MILE TO
 HP0329'END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL PACK UP TOWARDS
 HP0329'WASH ON RIGHT SIDE OF PEAK IN A S DIRECTION.  CONTINUE UP
 HP0329'WASH AS IT BEARS SE TO FORKS NEAR ROCKY BUTTE.  KEEP
 HP0329'RIGHT-HAND FORK AROUND S SIDE OF ROCKY KNOB AND CONTINUE UP
 HP0329'WASH TO TOP OF MAIN DIVIDE IN GRASSY SADDLE ABOUT 1/4 MILE
 HP0329'S OF THE STATION.  THENCE LEFT (NE) UP ROCKY CREST AND ON TO
 HP0329'DOME THROUGH A VERY NARROW GAP IN ROCK NEAR THE SW SIDE
 HP0329'OF DOME, AND ON TO THE HIGHEST POINT AND STATION.
 HP0329'NOTE--ABOUT 25 FEET OF ROPE IS NECESSARY FOR HOISTING
 HP0329'INSTRUMENTS OVER ROCK WALL, AS A MAN WITH PACK CANNOT
 HP0329'SQUEEZE THROUGH GAP.
 HP0329
 HP0329                          STATION RECOVERY (1954)
 HP0329
 HP0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0329'RECOVERED.  THE STATION WAS NOT VISITED.  THE DIRECTIONS FOR
 HP0329'REACHING THE STATION WERE FOLLOWED INTO THE AREA, AND THE
 HP0329'ROUTE UP THE SIDE OF THE MOUNTAIN WAS TRACED UNDER THE STEREOSCOPE.
 HP0329'THE PEAK WAS EASILY IDENTIFIED.
 HP0329
 HP0329                          STATION RECOVERY (1968)
 HP0329
 HP0329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HP0329'STATION MARK DESTROYED.  HIT BY LIGHTNING.
 HP0329'
 HP0329'REFERENCE MARK IN GOOD CONDITION.
 HP0329'
 HP0329'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--25 MI. NNW
 HP0329'OF MOAPA, 11 MI. NW OF ROX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0344 ***********************************************************************
 MV0344  DESIGNATION -  CATNIP
 MV0344  PID         -  MV0344
 MV0344  STATE/COUNTY-  NV/WASHOE
 MV0344  USGS QUAD   -  CATNIP MTN SE (1966)
 MV0344
 MV0344                         *CURRENT SURVEY CONTROL
 MV0344  ___________________________________________________________________
 MV0344* NAD 83(1994)-  41 51 37.59446(N)    119 20 54.67377(W)     ADJUSTED  
 MV0344* NAVD 88     -      2217.8    (meters)    7276.     (feet)  VERTCON   
 MV0344  ___________________________________________________________________
 MV0344  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 MV0344  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 MV0344
 MV0344  HORZ ORDER  -  FIRST
 MV0344
 MV0344.The horizontal coordinates were established by classical geodetic methods
 MV0344.and adjusted by the National Geodetic Survey in June 1998..
 MV0344
 MV0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0344
 MV0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0344
 MV0344.The geoid height was determined by GEOID03.
 MV0344
 MV0344;                    North         East     Units Scale Factor Converg.
 MV0344;SPC NV W     - 4,789,481.840   736,471.472   MT  0.99994965   -0 30 38.3
 MV0344;SPC NV W     -15,713,491.67  2,416,240.15   sFT  0.99994965   -0 30 38.3
 MV0344;UTM  11      - 4,636,948.293   305,070.647   MT  1.00006759   -1 34 03.7
 MV0344
 MV0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0344!SPC NV W     -   0.99965545  x   0.99994965  =   0.99960512
 MV0344!UTM  11      -   0.99965545  x   1.00006759  =   0.99972302
 MV0344
 MV0344|---------------------------------------------------------------------|
 MV0344| PID    Reference Object                     Distance      Geod. Az  |
 MV0344|                                                           dddmmss.s |
 MV0344| CD7076 CATNIP RM 2                           8.391 METERS 12646     |
 MV0344| CD7074 CATNIP AZ MK                                       1864847.5 |
 MV0344| CD7075 CATNIP RM 1                           9.897 METERS 22216     |
 MV0344|---------------------------------------------------------------------|
 MV0344
 MV0344                          SUPERSEDED SURVEY CONTROL
 MV0344
 MV0344  NAD 83(1992)-  41 51 37.59420(N)    119 20 54.67377(W) AD(       ) 1
 MV0344  NAD 83(1991)-  41 51 37.59358(N)    119 20 54.67355(W) AD(       ) 1
 MV0344  NAD 83(1986)-  41 51 37.59574(N)    119 20 54.67268(W) AD(       ) 1
 MV0344  NAD 27      -  41 51 37.98100(N)    119 20 50.93900(W) AD(       ) 1
 MV0344  NGVD 29 (03/31/99) 2216.5    (m)         7272.     (f) VERT ANG       
 MV0344
 MV0344.Superseded values are not recommended for survey control.
 MV0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0344.See file dsdata.txt to determine how the superseded data were derived.
 MV0344
 MV0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG0507136948(NAD 83)
 MV0344_MARKER: DS = TRIANGULATION STATION DISK
 MV0344_SETTING: 66 = SET IN ROCK OUTCROP
 MV0344_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MV0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0344+STABILITY: POSITION/ELEVATION WELL
 MV0344
 MV0344  HISTORY     - Date     Condition        Report By
 MV0344  HISTORY     - 1950     MONUMENTED       CGS
 MV0344  HISTORY     - 1966     SEE DESCRIPTION  USGS
 MV0344  HISTORY     - 1966     GOOD             USGS
 MV0344
 MV0344                          STATION DESCRIPTION
 MV0344
 MV0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 MV0344'THE STATION IS LOCATED ON THE EASTERN END OF CATNIP MOUNTAIN,
 MV0344'WHICH IS ABOUT 45 MILES NORTHEAST OF CEDARVILLE, 40 MILES
 MV0344'WEST OF DENIO, 10 MILES SOUTH OF THE NEVADA-OREGON STATE LINE,
 MV0344'AND CLOSE BY THE HUMBOLDT-WASHOE COUNTY LINE.  THE MARK IS 40
 MV0344'FEET SOUTH OF A CLUSTER OF MAHOGANY TREES AND 18 FEET WEST
 MV0344'OF A WITNESS POST.  THE MARK IS CEMENTED IN A BOULDER PROJECTING
 MV0344'10 INCHES, AND THE DISK IS STAMPED CATNIP 1950.
 MV0344'
 MV0344'REFERENCE MARK NO. 1 IS SET IN A BOULDER PROJECTING 3 INCHES,
 MV0344'AND THE DISK IS STAMPED CATNIP NO 1 1950.
 MV0344'
 MV0344'REFERENCE MARK NO. 2 IS 6 FEET SOUTHEAST OF A WITNESS POST.
 MV0344'THE DISK IS SET IN A BOULDER WHICH PROJECTS 8 INCHES, AND IS
 MV0344'STAMPED CATNIP NO 2 1950.
 MV0344'
 MV0344'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTH OF THE STATION,
 MV0344'ABOUT 100 YARDS NORTH OF THE TOP OF A RIDGE TO THE SOUTH, AND
 MV0344'4 FEET NORTH OF A WITNESS POST.  THE MARK IS CEMENTED IN A
 MV0344'BOULDER WHICH PROJECTS 2 FEET, AND THE DISK IS STAMPED CATNIP
 MV0344'1950.
 MV0344'
 MV0344'TO REACH THE STATION FROM DENIO, OREGON, GO WESTERLY ON THE
 MV0344'ROAD TO CEDARVILLE FOR 31 MILES TO A ROAD FORK (THIS IS 0.1
 MV0344'MILE SOUTH-SOUTHEAST OF THE SHELDON GAME REFUGE STONE HOUSE).
 MV0344'CONTINUE WESTERLY TOWARDS CEDARVILLE FOR 13.8 MILES TO A SIDE
 MV0344'ROAD LEFT AND SIGN DENIO 45-WINNEMUCCA 145-SHELDON GAME REFUGE
 MV0344'HEADQUARTERS 27 - CEDARVILLE 75.  TURN LEFT, SOUTHERLY, AND GO
 MV0344'4.6 MILES TO A TRACK ROAD RIGHT AND A DEPT. OF INTERIOR ROAD
 MV0344'SIGN.  TURN RIGHT, WESTERLY, AND FOLLOW THE TRACK ROAD FOR 0.5
 MV0344'MILE TO A WATER HOLE.  CONTINUE ON THE TRACK ROAD UP THE
 MV0344'DRAW, NORTH AND WEST, FOR 1.9 MILES TO A SINK HOLE.  HERE
 MV0344'BEAR RIGHT, WESTERLY, AND FOLLOW A DRAW FOR 0.9 MILE TO A
 MV0344'SADDLE ON TOP OF THE RIDGE.  TURN RIGHT, NORTHERLY, AND GO
 MV0344'0.2 MILE TO THE TOP OF THE RIDGE AND STATION SITE.  A
 MV0344'FOUR-WHEEL DRIVE VEHICLE IS NECESSARY TO MAKE THE LAST TWO
 MV0344'MILEAGES.
 MV0344
 MV0344                          STATION RECOVERY (1966)
 MV0344
 MV0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (DHK)
 MV0344'THE OLD DESCRIPTION IS ADEQUATE.
 MV0344'
 MV0344'DISTANCES TO R.M.S NOT CHECKED.
 MV0344
 MV0344                          STATION RECOVERY (1966)
 MV0344
 MV0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MV0344'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41119-1 STATION 1004.
 MV0344'STATION MARK--DISC STAMPED---CATNIP 1950---CEMENTED IN A BOULDER PRO-
 MV0344'JECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1691 ***********************************************************************
 KR1691  DESIGNATION -  CAVE
 KR1691  PID         -  KR1691
 KR1691  STATE/COUNTY-  NV/DOUGLAS
 KR1691  USGS QUAD   -  GLENBROOK (1992)
 KR1691
 KR1691                         *CURRENT SURVEY CONTROL
 KR1691  ___________________________________________________________________
 KR1691* NAD 83(1994)-  39 02 47.07532(N)    119 56 56.39297(W)     ADJUSTED  
 KR1691* NAVD 88     -      2000.     (meters)    6562.     (feet)  SCALED    
 KR1691  ___________________________________________________________________
 KR1691  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 KR1691  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KR1691
 KR1691  HORZ ORDER  -  THIRD
 KR1691
 KR1691.The horizontal coordinates were established by classical geodetic methods
 KR1691.and adjusted by the National Geodetic Survey in June 1998..
 KR1691
 KR1691.The orthometric height was scaled from a topographic map.
 KR1691
 KR1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1691
 KR1691.The geoid height was determined by GEOID03.
 KR1691
 KR1691;                    North         East     Units Scale Factor Converg.
 KR1691;SPC NV W     - 4,477,637.806   681,784.186   MT  1.00007203   -0 51 37.4
 KR1691;SPC NV W     -14,690,383.37  2,236,820.28   sFT  1.00007203   -0 51 37.4
 KR1691;SPC CA 2     -   655,162.159 2,177,524.616   MT  0.99991490   +1 17 35.1
 KR1691;SPC CA 2     - 2,149,477.85  7,144,095.34   sFT  0.99991490   +1 17 35.1
 KR1691;UTM  11      - 4,326,066.251   244,784.502   MT  1.00040211   -1 51 31.4
 KR1691;UTM  10      - 4,326,357.751   764,044.942   MT  1.00045857   +1 55 23.1
 KR1691
 KR1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1691!SPC NV W     -   0.99969004  x   1.00007203  =   0.99976204
 KR1691!SPC CA 2     -   0.99969004  x   0.99991490  =   0.99960496
 KR1691!UTM  11      -   0.99969004  x   1.00040211  =   1.00009202
 KR1691!UTM  10      -   0.99969004  x   1.00045857  =   1.00014846
 KR1691
 KR1691                          SUPERSEDED SURVEY CONTROL
 KR1691
 KR1691  NAD 83(1992)-  39 02 47.07209(N)    119 56 56.38871(W) AD(       ) 3
 KR1691  NAD 83(1986)-  39 02 47.05475(N)    119 56 56.35703(W) AD(       ) 3
 KR1691  NAD 27      -  39 02 47.41300(N)    119 56 52.70300(W) AD(       ) 3
 KR1691
 KR1691.Superseded values are not recommended for survey control.
 KR1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1691.See file dsdata.txt to determine how the superseded data were derived.
 KR1691
 KR1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4478526066(NAD 83)
 KR1691_MARKER: Z = SEE DESCRIPTION
 KR1691_SETTING: 0 = UNSPECIFIED SETTING
 KR1691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1691
 KR1691  HISTORY     - Date     Condition        Report By
 KR1691  HISTORY     - 1922     MONUMENTED       CGS
 KR1691  HISTORY     - 1941     SEE DESCRIPTION  NVDH
 KR1691  HISTORY     - 1954     GOOD             USGS
 KR1691
 KR1691                          STATION DESCRIPTION
 KR1691
 KR1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FLP)
 KR1691'ON THE PROMINENT POINT AT CAVE ROCK, ON THE EAST SHORE OF LAKE
 KR1691'TAHOE, ON A SMALL JUTTING POINT AT THE TOP OF THE CLIFF ABOUT
 KR1691'70 OR 80 FEET ABOVE THE SURFACE OF THE LAKE AND AT ABOUT THE
 KR1691'LEVEL OF THE HIGHWAY WHICH PASSES BETWEEN IT AND CAVE ROCK.
 KR1691'THIS POINT IS THE MOST WESTERLY OF THE WHOLE OF THE ROUNDING
 KR1691'POINT AT CAVE ROCK.  IT IS MARKED BY A STANDARD DISK
 KR1691'HYDROGRAPHIC STATION MARK CEMENTED INTO A DRILL HOLE IN SOLID
 KR1691'LEDGE ROCK, ABOUT 45 FEET WEST OF THE CENTER LINE OF THE
 KR1691'HIGHWAY AND ABOUT 55 FEET SOUTH OF A WOODEN TRESTLE BRIDGE.
 KR1691'THE ELEVATION IS APPROXIMATELY 6300 FEET ABOVE SEA LEVEL.
 KR1691
 KR1691                          STATION RECOVERY (1941)
 KR1691
 KR1691'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1941
 KR1691'FOUND AS DESCRIBED.  THE OLD WOODEN BRIDGE HAS BEEN ABANDONED
 KR1691'AND A TUNNEL NOW CARRIES TRAFFIC THROUGH THE POINT.  STATION BEST
 KR1691'REACHED FROM S PORTAL OF TUNNEL.
 KR1691
 KR1691                          STATION RECOVERY (1954)
 KR1691
 KR1691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KR1691'RECOVERED AS DESCRIBED.  STATION MARK IS IN GOOD CONDITION BUT
 KR1691'STAMPINGS HAVE BEEN DESTROYED BY SCRATCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0724 ***********************************************************************
 MT0724  DESIGNATION -  CAVE
 MT0724  PID         -  MT0724
 MT0724  STATE/COUNTY-  NV/ELKO
 MT0724  USGS QUAD   -  DEVILS PASS (1989)
 MT0724
 MT0724                         *CURRENT SURVEY CONTROL
 MT0724  ___________________________________________________________________
 MT0724* NAD 83(1994)-  41 45 39.33135(N)    114 28 57.07164(W)     ADJUSTED  
 MT0724* NAVD 88     -      2301.7    (meters)    7551.     (feet)  VERTCON   
 MT0724  ___________________________________________________________________
 MT0724  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MT0724  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 MT0724
 MT0724  HORZ ORDER  -  SECOND
 MT0724
 MT0724.The horizontal coordinates were established by classical geodetic methods
 MT0724.and adjusted by the National Geodetic Survey in June 1998..
 MT0724
 MT0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0724
 MT0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0724
 MT0724.The geoid height was determined by GEOID03.
 MT0724
 MT0724;                    North         East     Units Scale Factor Converg.
 MT0724;SPC NV E     - 8,778,732.169   291,535.310   MT  1.00000307   +0 43 59.6
 MT0724;SPC NV E     -28,801,557.12    956,478.76   sFT  1.00000307   +0 43 59.6
 MT0724;UTM  11      - 4,626,295.799   709,278.018   MT  1.00013898   +1 40 38.3
 MT0724
 MT0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0724!SPC NV E     -   0.99964156  x   1.00000307  =   0.99964463
 MT0724!UTM  11      -   0.99964156  x   1.00013898  =   0.99978049
 MT0724
 MT0724:                Primary Azimuth Mark                     Grid Az
 MT0724:SPC NV E     -  UTCON                                    065 36 16.3
 MT0724:UTM  11      -  UTCON                                    064 39 37.6
 MT0724
 MT0724|---------------------------------------------------------------------|
 MT0724| PID    Reference Object                     Distance      Geod. Az  |
 MT0724|                                                           dddmmss.s |
 MT0724| MT0723 UTCON                               APPROX.14.2 KM 0662015.9 |
 MT0724| DC9933 CAVE RM 1                             6.010 METERS 20612     |
 MT0724| DC9934 CAVE RM 2                             6.039 METERS 30819     |
 MT0724|---------------------------------------------------------------------|
 MT0724
 MT0724                          SUPERSEDED SURVEY CONTROL
 MT0724
 MT0724  NAD 83(1994)-  41 45 39.33106(N)    114 28 57.07085(W) AD(       ) 2
 MT0724  NAD 83(1986)-  41 45 39.32847(N)    114 28 57.06703(W) AD(       ) 2
 MT0724  NAD 27      -  41 45 39.63279(N)    114 28 53.96545(W) AD(       ) 2
 MT0724  NGVD 29 (07/19/86) 2300.5    (m)         7548.     (f) VERT ANG       
 MT0724
 MT0724.Superseded values are not recommended for survey control.
 MT0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0724.See file dsdata.txt to determine how the superseded data were derived.
 MT0724
 MT0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG0927826296(NAD 83)
 MT0724_MARKER: Z = SEE DESCRIPTION
 MT0724_SETTING: 0 = UNSPECIFIED SETTING
 MT0724_PROJECTION: FLUSH
 MT0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0724
 MT0724  HISTORY     - Date     Condition        Report By
 MT0724  HISTORY     - 1957     MONUMENTED       USGS
 MT0724  HISTORY     - 1967     GOOD             USGS
 MT0724
 MT0724                          STATION DESCRIPTION
 MT0724
 MT0724'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MT0724'LOCATED ABOUT 14 MI. E. OF CONTACT AND 9 MI. S. OF GOLLYER
 MT0724'PEAK, ON HIGH POINT OF N.-S. RIDGE.
 MT0724'
 MT0724'REACHED BY HELICOPTER.
 MT0724'
 MT0724'STATION MARK--STANDARD TABLET STAMPED CAVE 1957 CEMENTED IN
 MT0724'ROCK.
 MT0724'
 MT0724'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED NO 1 1957
 MT0724'SET IN A BOULDER IN PLACE.
 MT0724'
 MT0724'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER STAMPED R.M. NO
 MT0724'2 SET IN BOULDER.
 MT0724
 MT0724                          STATION RECOVERY (1967)
 MT0724
 MT0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0724'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41114-1, STATION 1009.
 MT0724'STATION MARK STANDARD TABLET---STAMPED---CAVE 1957--- CEMENTED IN
 MT0724'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1754 ***********************************************************************
 KR1754  DESIGNATION -  CAVOR
 KR1754  PID         -  KR1754
 KR1754  STATE/COUNTY-  NV/WASHOE
 KR1754  USGS QUAD   -  VISTA (1982)
 KR1754
 KR1754                         *CURRENT SURVEY CONTROL
 KR1754  ___________________________________________________________________
 KR1754* NAD 83(1994)-  39 31 49.15135(N)    119 39 18.47042(W)     ADJUSTED  
 KR1754* NAVD 88     -      1810.8    (meters)    5941.     (feet)  VERTCON   
 KR1754  ___________________________________________________________________
 KR1754  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 KR1754  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR1754
 KR1754  HORZ ORDER  -  SECOND
 KR1754
 KR1754.The horizontal coordinates were established by classical geodetic methods
 KR1754.and adjusted by the National Geodetic Survey in June 1998..
 KR1754
 KR1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1754
 KR1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1754
 KR1754.The geoid height was determined by GEOID03.
 KR1754
 KR1754;                    North         East     Units Scale Factor Converg.
 KR1754;SPC NV W     - 4,531,017.565   707,859.296   MT  1.00000449   -0 40 56.0
 KR1754;SPC NV W     -14,865,513.46  2,322,368.37   sFT  1.00000449   -0 40 56.0
 KR1754;UTM  11      - 4,378,996.199   271,798.029   MT  1.00024121   -1 41 26.5
 KR1754
 KR1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1754!SPC NV W     -   0.99971977  x   1.00000449  =   0.99972426
 KR1754!UTM  11      -   0.99971977  x   1.00024121  =   0.99996091
 KR1754
 KR1754:                Primary Azimuth Mark                     Grid Az
 KR1754:SPC NV W     -  FIX                                      018 10 33.7
 KR1754:UTM  11      -  FIX                                      019 11 04.2
 KR1754
 KR1754|---------------------------------------------------------------------|
 KR1754| PID    Reference Object                     Distance      Geod. Az  |
 KR1754|                                                           dddmmss.s |
 KR1754| KR1757 FIX                                 APPROX. 4.8 KM 0172937.7 |
 KR1754| DB6987 CAVOR RM 1                            6.908 METERS 11754     |
 KR1754| KR1752 AIRWAY BCN 19 5 MI E OF SPARKS       91.508 METERS 29237     |
 KR1754| DB6988 CAVOR RM 2                           13.800 METERS 31950     |
 KR1754| KR1759 RENO RADIO VOR RNO                  133.594 METERS 32237     |
 KR1754|---------------------------------------------------------------------|
 KR1754
 KR1754                          SUPERSEDED SURVEY CONTROL
 KR1754
 KR1754  NAD 83(1992)-  39 31 49.15733(N)    119 39 18.46586(W) AD(       ) 2
 KR1754  NAD 83(1986)-  39 31 49.15846(N)    119 39 18.45690(W) AD(       ) 2
 KR1754  NAD 27      -  39 31 49.47220(N)    119 39 14.78830(W) AD(       ) 2
 KR1754  NGVD 29 (07/19/86) 1809.7    (m)         5937.     (f) VERT ANG       
 KR1754
 KR1754.Superseded values are not recommended for survey control.
 KR1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1754.See file dsdata.txt to determine how the superseded data were derived.
 KR1754
 KR1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7179878996(NAD 83)
 KR1754_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1754_SETTING: 80 = SET IN A BOULDER
 KR1754_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1754+SATELLITE: SATELLITE OBSERVATIONS - 1986
 KR1754
 KR1754  HISTORY     - Date     Condition        Report By
 KR1754  HISTORY     - 1958     MONUMENTED       CGS
 KR1754  HISTORY     - 1986     GOOD
 KR1754
 KR1754                          STATION DESCRIPTION
 KR1754
 KR1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1754'THE STATION IS ABOUT 5 MILES EAST OF SPARKS AND 1-1/2 MILES
 KR1754'NORTH OF U.S. HIGHWAY 40, NEAR THE SOUTHWEST END OF THE PYRAMID
 KR1754'MOUNTAIN RANGE ON THE HIGHEST PEAK IN THE IMMEDIATE VICINITY.
 KR1754'C.A.A. BEACON 19 AND V.O.R. INSTALLATIONS ARE ON THE PEAK.
 KR1754'
 KR1754'TO REACH FROM THE VILLAGE OF MUSTANG (TEXACO SERVICE STATION),
 KR1754'GO WEST ON U.S. HIGHWAY 40 FOR 0.3 MILE.  TURN RIGHT AND
 KR1754'FOLLOW BLADED ROAD NORTHERLY UP MOUNTAIN FOR 3.3 MILES TO THE
 KR1754'C.A.A. ENTRANCE GATE TO BEACON AND THE STATION 119-1/2 FEET
 KR1754'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE FENCE ENCLOSURE.
 KR1754'NOTE--AT NO TIME ARE VEHICLES TO BE DRIVEN ONTO THE LEVELED
 KR1754'SUMMIT WHERE THE V.O.R. DOME IS LOCATED.  THE C.A.A. WOULD
 KR1754'PREFER TO HAVE THE TRUCKS PARK NEAR THE POWER HOUSE AND BEACON
 KR1754'WHICH ARE BELOW THE LEVEL OF THE DOME AREA.
 KR1754'
 KR1754'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 KR1754'IN DRILL HOLES IN BOULDERS.
 KR1754'
 KR1754'THE STATION MARK, STAMPED CAVOR 1958, IS IN A 2-FOOT OBLONG
 KR1754'BOULDER PROJECTING ABOUT 4 INCHES.  IT IS AT THE SOUTH END OF
 KR1754'THE LEVELED FILL ON THE NORTHWEST SIDE OF THE ANTENNA POLES.
 KR1754'THIS FILL IS ON A LOWER LEVEL THAN THE V.O.R. DOME AREA.
 KR1754'
 KR1754'REFERENCE MARK 1, STAMPED CAVOR NO 1 1958, IS IN THE SOUTHEAST
 KR1754'END OF A HUGE BOULDER AT THE EDGE OF THE FILL.
 KR1754'
 KR1754'REFERENCE MARK 2, STAMPED CAVOR NO 2 1958, IS IN A 2-FOOT
 KR1754'BOULDER PROJECTING ABOUT 6 INCHES.  IT IS 18 FEET EAST OF THE
 KR1754'EDGE OF THE FILL.
 KR1754
 KR1754                          STATION RECOVERY (1986)
 KR1754
 KR1754'RECOVERED 1986
 KR1754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0191 ***********************************************************************
 LQ0191  DESIGNATION -  CB
 LQ0191  PID         -  LQ0191
 LQ0191  STATE/COUNTY-  NV/ELKO
 LQ0191  USGS QUAD   -  BOONE CANYON (1982)
 LQ0191
 LQ0191                         *CURRENT SURVEY CONTROL
 LQ0191  ___________________________________________________________________
 LQ0191* NAD 83(1986)-  40 13 49.     (N)    114 26 06.     (W)     SCALED    
 LQ0191* NAVD 88     -      1859.513  (meters)    6100.75   (feet)  ADJUSTED  
 LQ0191  ___________________________________________________________________
 LQ0191  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 LQ0191  DYNAMIC HT  -        1857.780 (meters)    6095.07  (feet)  COMP
 LQ0191  MODELED GRAV-     979,627.6   (mgal)                       NAVD 88
 LQ0191
 LQ0191  VERT ORDER  -  SECOND    CLASS 0
 LQ0191
 LQ0191.The horizontal coordinates were scaled from a topographic map and have
 LQ0191.an estimated accuracy of +/- 6 seconds.
 LQ0191
 LQ0191.The orthometric height was determined by differential leveling
 LQ0191.and adjusted by the National Geodetic Survey in June 1991..
 LQ0191
 LQ0191.The geoid height was determined by GEOID03.
 LQ0191
 LQ0191.The dynamic height is computed by dividing the NAVD 88
 LQ0191.geopotential number by the normal gravity value computed on the
 LQ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0191.degrees latitude (g = 980.6199 gals.).
 LQ0191
 LQ0191.The modeled gravity was interpolated from observed gravity values.
 LQ0191
 LQ0191;                    North         East    Units  Estimated Accuracy
 LQ0191;SPC NV E     - 8,608,810.      297,720.      MT  (+/- 180 meters Scaled)
 LQ0191
 LQ0191                          SUPERSEDED SURVEY CONTROL
 LQ0191
 LQ0191  NGVD 29 (??/??/92) 1858.35   (m)         6096.9    (f) COMPUTED    2 0
 LQ0191
 LQ0191.Superseded values are not recommended for survey control.
 LQ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0191.See file dsdata.txt to determine how the superseded data were derived.
 LQ0191
 LQ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE182564(NAD 83)
 LQ0191_MARKER: Z = SEE DESCRIPTION
 LQ0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LQ0191_SP_SET: TREE
 LQ0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0191
 LQ0191  HISTORY     - Date     Condition        Report By
 LQ0191  HISTORY     - UNK      MONUMENTED       CGS
 LQ0191  HISTORY     - 1958     GOOD             NGS
 LQ0191
 LQ0191                          STATION DESCRIPTION
 LQ0191
 LQ0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LQ0191'3.3 MI NE FROM BOONE SPRINGS.
 LQ0191'COPPER NAIL AND WASHER BENCH MARK CB IS LOCATED 137 FEET NORTHWEST AND
 LQ0191'ACROSS THE HIGHWAY FROM THE ABOVE BENCH MARK AND IS IN THE SOUTHEAST
 LQ0191'ROOT OF A 12-INCH JUNIPER TREE, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5108 ***********************************************************************
 AI5108  DESIGNATION -  CCPW BEAVE
 AI5108  PID         -  AI5108
 AI5108  STATE/COUNTY-  NV/CLARK
 AI5108  USGS QUAD   -  LAS VEGAS SW (1984)
 AI5108
 AI5108                         *CURRENT SURVEY CONTROL
 AI5108  ___________________________________________________________________
 AI5108* NAD 83(1999)-  36 00 47.89601(N)    115 14 12.22621(W)     ADJUSTED  
 AI5108* NAVD 88     -       768.5    (meters)    2521.     (feet)  GPS OBS   
 AI5108  ___________________________________________________________________
 AI5108  EPOCH DATE  -        1999.37
 AI5108  X           -  -2,202,456.753 (meters)                     COMP
 AI5108  Y           -  -4,672,681.355 (meters)                     COMP
 AI5108  Z           -   3,729,821.380 (meters)                     COMP
 AI5108  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 AI5108  ELLIP HEIGHT-         740.67  (meters)          (05/16/00) GPS OBS
 AI5108  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AI5108
 AI5108  HORZ ORDER  -  A
 AI5108  ELLP ORDER  -  FOURTH    CLASS I
 AI5108
 AI5108.The horizontal coordinates were established by GPS observations
 AI5108.and adjusted by the National Geodetic Survey in May 2000..
 AI5108.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI5108.DATUM ITEM on the data sheet items page.
 AI5108.The horizontal coordinates are valid at the epoch date displayed above.
 AI5108.The epoch date for horizontal control is a decimal equivalence
 AI5108.of Year/Month/Day.
 AI5108
 AI5108.The orthometric height was determined by GPS observations and a
 AI5108.high-resolution geoid model.
 AI5108
 AI5108.Photographs are available for this station.
 AI5108
 AI5108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5108
 AI5108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5108
 AI5108.The ellipsoidal height was determined by GPS observations
 AI5108.and is referenced to NAD 83.
 AI5108
 AI5108.The geoid height was determined by GEOID03.
 AI5108
 AI5108;                    North         East     Units Scale Factor Converg.
 AI5108;SPC NV E     - 8,140,202.138   231,242.764   MT  0.99991202   +0 12 13.7
 AI5108;SPC NV E     -26,706,646.51    758,668.97   sFT  0.99991202   +0 12 13.7
 AI5108;UTM  11      - 3,986,862.013   658,900.490   MT  0.99991112   +1 02 13.1
 AI5108
 AI5108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5108!SPC NV E     -   0.99988377  x   0.99991202  =   0.99979580
 AI5108!UTM  11      -   0.99988377  x   0.99991112  =   0.99979490
 AI5108
 AI5108:                Primary Azimuth Mark                     Grid Az
 AI5108:SPC NV E     -  B 399                                    172 02 45.7
 AI5108:UTM  11      -  B 399                                    171 12 46.3
 AI5108
 AI5108|---------------------------------------------------------------------|
 AI5108| PID    Reference Object                     Distance      Geod. Az  |
 AI5108|                                                           dddmmss.s |
 AI5108| GR1306 B 399                               417.901 METERS 1721459.4 |
 AI5108|---------------------------------------------------------------------|
 AI5108
 AI5108                          SUPERSEDED SURVEY CONTROL
 AI5108
 AI5108.No superseded survey control is available for this station.
 AI5108
 AI5108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5890086862(NAD 83)
 AI5108_MARKER: Z = SEE DESCRIPTION
 AI5108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI5108_MARK LOGO: NV-003
 AI5108_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5108+STABILITY: POSITION/ELEVATION WELL
 AI5108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5108+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5108
 AI5108  HISTORY     - Date     Condition        Report By
 AI5108  HISTORY     - 1999     MONUMENTED       NV-003
 AI5108
 AI5108                          STATION DESCRIPTION
 AI5108
 AI5108'DESCRIBED BY CLARK COUNTY NEVADA 1999
 AI5108'THIS STATION IS A CLARK COUNTY SURVEYORS OFFICE CORS SITE.  TO REACH
 AI5108'THE LOCATION FROM INTERSTATE 15 AT BLUE DIAMOND ROAD (EXIT 33) .  GO
 AI5108'WEST ON BLUE DIAMOND ROAD TO INDUSTRIAL ROAD, CONTINUE WEST ON BLUE
 AI5108'DIAMOND FOR 2.5 MILES (4.0 KM) JUST PASSED THE RAILROAD TRACKS TO
 AI5108'ARDEN ROAD.  TURN LEFT (SOUTH) AND GO FOR 0.9 MILES.  (1.4 KM) THE
 AI5108'STATION IS LOCATED AT 6665 GARY AVE AND IS WITHIN A AREA SURROUNDED BY
 AI5108'CHAIN LINK FENCE.  THE GPS ANTENNA IS MOUNTED ON TOP OF A 10 FOOT (3.0
 AI5108'M) HIGH PEDESTRIAN SIGNAL POLE FILLED WITH CONCRETE AND SURROUNDED BY
 AI5108'A 3 FOOT (0.9 M) DIAMETER ROUND CONCRETE PILLAR THAT IS BURRED 3 FOOT
 AI5108'(0.9 M) INTO INTO THE GROUND.  THE CONCRETE PILLAR IS 1.93 METERS
 AI5108'(6.33 FT) TALL AND THE POLE EXTENDS 0.64 METERS (2.10 FT) ABOVE THE
 AI5108'TOP OF THE PILLAR.  THE BASE OF THE PILLAR IS 4 FOOT (1.2 M) SQUARE.
 AI5108'IT IS 14 FEET (4.3 M) NORTH OF THE CHAIN LINK FENCE, 85 FEET (25.9 M)
 AI5108'EAST OF A 47 FOOT (14.3 M) TALL RADIO TOWER, 26 FEET (7.9 M) EAST AND
 AI5108'89 FEET (27.1 M) SOUTH OF A RADIO TOWER AND ADJECENT TO A PARKING
 AI5108'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1989 ***********************************************************************
 GR1989  DESIGNATION -  CE 1 1
 GR1989  PID         -  GR1989
 GR1989  STATE/COUNTY-  NV/CLARK
 GR1989  USGS QUAD   -  FRENCHMAN LAKE (1986)
 GR1989
 GR1989                         *CURRENT SURVEY CONTROL
 GR1989  ___________________________________________________________________
 GR1989* NAD 83(1994)-  36 49 05.19528(N)    115 52 51.52645(W)     ADJUSTED  
 GR1989* NAVD 88     -      1006.7    (meters)    3303.     (feet)  VERTCON   
 GR1989  ___________________________________________________________________
 GR1989  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 GR1989  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 GR1989
 GR1989  HORZ ORDER  -  THIRD
 GR1989
 GR1989.The horizontal coordinates were established by classical geodetic methods
 GR1989.and adjusted by the National Geodetic Survey in June 1998..
 GR1989
 GR1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1989
 GR1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1989
 GR1989.The geoid height was determined by GEOID03.
 GR1989
 GR1989;                    North         East     Units Scale Factor Converg.
 GR1989;SPC NV E     - 8,229,485.597   173,445.658   MT  0.99990868   -0 10 42.1
 GR1989;SPC NV E     -26,999,570.66    569,046.30   sFT  0.99990868   -0 10 42.1
 GR1989;UTM  11      - 4,075,279.119   599,804.503   MT  0.99972271   +0 40 14.4
 GR1989
 GR1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1989!SPC NV E     -   0.99984625  x   0.99990868  =   0.99975494
 GR1989!UTM  11      -   0.99984625  x   0.99972271  =   0.99956900
 GR1989
 GR1989                          SUPERSEDED SURVEY CONTROL
 GR1989
 GR1989  NAD 83(1992)-  36 49 05.19969(N)    115 52 51.53743(W) AD(       ) 3
 GR1989  NGVD 29 (02/14/94) 1005.8    (m)         3300.     (f) VERT ANG       
 GR1989
 GR1989.Superseded values are not recommended for survey control.
 GR1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1989.See file dsdata.txt to determine how the superseded data were derived.
 GR1989
 GR1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA9980575279(NAD 83)
 GR1989
 GR1989  HISTORY     - Date     Condition        Report By
 GR1989  HISTORY     - UNK      MONUMENTED
 GR1989  HISTORY     - 1959     GOOD             USGS
 GR1989  HISTORY     - 1973     GOOD             USGS
 GR1989
 GR1989                          STATION DESCRIPTION
 GR1989
 GR1989'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GR1989'RECOVERED AS DESCRIBED BY USE IN 1950.
 GR1989'
 GR1989'LOCATED 12.5 MI NE. OF MERCURY, ABOUT 10 MI SE. OF SOUTH END OF
 GR1989'YUCCA LAKE.  NW. OF FRENCHMAN LAKE, S. OF DIM TRACK.
 GR1989'
 GR1989'STATION MARK--USE DISK, UNSTAMPED.
 GR1989
 GR1989                          STATION RECOVERY (1973)
 GR1989
 GR1989'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GR1989'RECOVERED AS DESCRIBED BY USE AND USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1990 ***********************************************************************
 GR1990  DESIGNATION -  CE 2
 GR1990  PID         -  GR1990
 GR1990  STATE/COUNTY-  NV/NYE
 GR1990  USGS QUAD   -  FRENCHMAN LAKE (1986)
 GR1990
 GR1990                         *CURRENT SURVEY CONTROL
 GR1990  ___________________________________________________________________
 GR1990* NAD 83(1994)-  36 45 34.09133(N)    115 56 18.05958(W)     ADJUSTED  
 GR1990* NAVD 88     -      1021.6    (meters)    3352.     (feet)  VERTCON   
 GR1990  ___________________________________________________________________
 GR1990  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 GR1990  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GR1990
 GR1990  HORZ ORDER  -  THIRD
 GR1990
 GR1990.The horizontal coordinates were established by classical geodetic methods
 GR1990.and adjusted by the National Geodetic Survey in June 1998..
 GR1990
 GR1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1990
 GR1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1990
 GR1990.The geoid height was determined by GEOID03.
 GR1990
 GR1990;                    North         East     Units Scale Factor Converg.
 GR1990;SPC NV C     - 6,223,184.763   565,026.324   MT  0.99995208   +0 26 09.2
 GR1990;SPC NV C     -20,417,232.01  1,853,757.20   sFT  0.99995208   +0 26 09.2
 GR1990;UTM  11      - 4,068,715.545   594,759.715   MT  0.99971062   +0 38 07.4
 GR1990
 GR1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1990!SPC NV C     -   0.99984392  x   0.99995208  =   0.99979601
 GR1990!UTM  11      -   0.99984392  x   0.99971062  =   0.99955459
 GR1990
 GR1990                          SUPERSEDED SURVEY CONTROL
 GR1990
 GR1990  NAD 83(1992)-  36 45 34.09750(N)    115 56 18.07087(W) AD(       ) 3
 GR1990  NGVD 29 (02/14/94) 1020.7    (m)         3349.     (f) VERT ANG       
 GR1990
 GR1990.Superseded values are not recommended for survey control.
 GR1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1990.See file dsdata.txt to determine how the superseded data were derived.
 GR1990
 GR1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA9476068716(NAD 83)
 GR1990_MARKER: DS = TRIANGULATION STATION DISK
 GR1990_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 GR1990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1990
 GR1990  HISTORY     - Date     Condition        Report By
 GR1990  HISTORY     - 1959     MONUMENTED       USGS
 GR1990
 GR1990                          STATION DESCRIPTION
 GR1990
 GR1990'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GR1990'LOCATED 7.5 MI NNE. OF MERCURY, 3 MI E. OF MERCURY HWY.  ON
 GR1990'LARGE, ALLUVIAL FAN.
 GR1990'
 GR1990'REACHED BY HELICOPTER.
 GR1990'
 GR1990'STATION MARK--USE DISK STAMPED---CE 2 1950---, CEMENTED IN CONCRETE
 GR1990'POST PROJECTING 1 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0955 ***********************************************************************
 GS0955  DESIGNATION -  CE 4
 GS0955  PID         -  GS0955
 GS0955  STATE/COUNTY-  NV/NYE
 GS0955  USGS QUAD   -  YUCCA LAKE (1986)
 GS0955
 GS0955                         *CURRENT SURVEY CONTROL
 GS0955  ___________________________________________________________________
 GS0955* NAD 83(1994)-  36 56 22.89685(N)    116 04 48.57802(W)     ADJUSTED  
 GS0955* NAVD 88     -      1570.9    (meters)    5154.     (feet)  VERTCON   
 GS0955  ___________________________________________________________________
 GS0955  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 GS0955  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 GS0955
 GS0955  HORZ ORDER  -  THIRD
 GS0955
 GS0955.The horizontal coordinates were established by classical geodetic methods
 GS0955.and adjusted by the National Geodetic Survey in June 1998..
 GS0955
 GS0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0955
 GS0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0955
 GS0955.The geoid height was determined by GEOID03.
 GS0955
 GS0955;                    North         East     Units Scale Factor Converg.
 GS0955;SPC NV C     - 6,243,096.414   552,242.121   MT  0.99993361   +0 21 08.9
 GS0955;SPC NV C     -20,482,558.82  1,811,814.36   sFT  0.99993361   +0 21 08.9
 GS0955;UTM  11      - 4,088,577.573   581,909.273   MT  0.99968265   +0 33 10.2
 GS0955
 GS0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0955!SPC NV C     -   0.99975771  x   0.99993361  =   0.99969134
 GS0955!UTM  11      -   0.99975771  x   0.99968265  =   0.99944044
 GS0955
 GS0955                          SUPERSEDED SURVEY CONTROL
 GS0955
 GS0955  NAD 83(1992)-  36 56 22.90056(N)    116 04 48.58468(W) AD(       ) 3
 GS0955  NGVD 29 (02/14/94) 1570.0    (m)         5151.     (f) VERT ANG       
 GS0955
 GS0955.Superseded values are not recommended for survey control.
 GS0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0955.See file dsdata.txt to determine how the superseded data were derived.
 GS0955
 GS0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA8190988578(NAD 83)
 GS0955
 GS0955  HISTORY     - Date     Condition        Report By
 GS0955  HISTORY     - UNK      MONUMENTED
 GS0955  HISTORY     - 1959     GOOD             USGS
 GS0955
 GS0955                          STATION DESCRIPTION
 GS0955
 GS0955'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GS0955'RECOVERED AS DESCRIBED BY USE IN 1959.
 GS0955'
 GS0955'LOCATED ABOUT 19 MI N. OF AND 5 MI W. OF MERCURY, IN GROUP OF
 GS0955'HILLS W. OF YUCCA PASS.
 GS0955'
 GS0955'TO REACH FROM MERCURY, DRIVE 23 MI N. ALONG MAIN AEC RD.  TAKE
 GS0955'LEFT FORK AND CONTINUE 4.4 MI ON PAVED RD. TO TOP OF MTN. AND
 GS0955'STATION.  ABOUT 80 FT. S. OF LARGE BLDG. AND ON HIGHEST PART OF
 GS0955'TOP.
 GS0955'
 GS0955'STATION MARK--USE DISK STAMPED---CE 4 1950---, SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0956 ***********************************************************************
 GS0956  DESIGNATION -  CE 4 1
 GS0956  PID         -  GS0956
 GS0956  STATE/COUNTY-  NV/NYE
 GS0956  USGS QUAD   -  CANE SPRING (1986)
 GS0956
 GS0956                         *CURRENT SURVEY CONTROL
 GS0956  ___________________________________________________________________
 GS0956* NAD 83(1994)-  36 50 13.36653(N)    116 01 22.39971(W)     ADJUSTED  
 GS0956* NAVD 88     -      1060.4    (meters)    3479.     (feet)  VERTCON   
 GS0956  ___________________________________________________________________
 GS0956  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 GS0956  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 GS0956
 GS0956  HORZ ORDER  -  THIRD
 GS0956
 GS0956.The horizontal coordinates were established by classical geodetic methods
 GS0956.and adjusted by the National Geodetic Survey in June 1998..
 GS0956
 GS0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0956
 GS0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0956
 GS0956.The geoid height was determined by GEOID03.
 GS0956
 GS0956;                    North         East     Units Scale Factor Converg.
 GS0956;SPC NV C     - 6,231,738.925   557,420.397   MT  0.99994061   +0 23 09.5
 GS0956;SPC NV C     -20,445,296.79  1,828,803.42   sFT  0.99994061   +0 23 09.5
 GS0956;UTM  11      - 4,077,241.063   587,125.885   MT  0.99969352   +0 35 09.1
 GS0956
 GS0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0956!SPC NV C     -   0.99983785  x   0.99994061  =   0.99977847
 GS0956!UTM  11      -   0.99983785  x   0.99969352  =   0.99953142
 GS0956
 GS0956|---------------------------------------------------------------------|
 GS0956| PID    Reference Object                     Distance      Geod. Az  |
 GS0956|                                                           dddmmss.s |
 GS0956| CS8888 CE 4 1 RM 2                           9.937 METERS 09726     |
 GS0956| CS8889 CE 4 1 RM 3                           9.916 METERS 21626     |
 GS0956| CS8887 CE 4 1 RM 1                           9.795 METERS 33140     |
 GS0956|---------------------------------------------------------------------|
 GS0956
 GS0956                          SUPERSEDED SURVEY CONTROL
 GS0956
 GS0956  NAD 83(1992)-  36 50 13.37152(N)    116 01 22.40947(W) AD(       ) 3
 GS0956  NGVD 29 (02/14/94) 1059.5    (m)         3476.     (f) VERT ANG       
 GS0956
 GS0956.Superseded values are not recommended for survey control.
 GS0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0956.See file dsdata.txt to determine how the superseded data were derived.
 GS0956
 GS0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA8712677241(NAD 83)
 GS0956
 GS0956  HISTORY     - Date     Condition        Report By
 GS0956  HISTORY     - UNK      MONUMENTED
 GS0956  HISTORY     - 1959     GOOD             USGS
 GS0956
 GS0956                          STATION DESCRIPTION
 GS0956
 GS0956'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GS0956'RECOVERED AS DESCRIBED BY USE IN 1950.
 GS0956'
 GS0956'LOCATED ABOUT 8.6 MI N. OF MERCURY, ABOUT 4.5 MI W. OF NORTH END
 GS0956'OF FRENCHMAN LAKE.  ON TOP OF LOW, BLACK RIDGE RISING OUT OF FLAT.
 GS0956'
 GS0956'REACHED BY HELICOPTER.
 GS0956'
 GS0956'STATION MARK--USE DISK STAMPED---4-1 1950 LOS ANGELES---, SET IN
 GS0956'CONCRETE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0957 ***********************************************************************
 GS0957  DESIGNATION -  CE 4 2
 GS0957  PID         -  GS0957
 GS0957  STATE/COUNTY-  NV/NYE
 GS0957  USGS QUAD   -  YUCCA LAKE (1986)
 GS0957
 GS0957                         *CURRENT SURVEY CONTROL
 GS0957  ___________________________________________________________________
 GS0957* NAD 83(1994)-  36 52 54.13898(N)    116 01 30.26383(W)     ADJUSTED  
 GS0957* NAVD 88     -      1073.5    (meters)    3522.     (feet)  VERTCON   
 GS0957  ___________________________________________________________________
 GS0957  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 GS0957  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GS0957
 GS0957  HORZ ORDER  -  THIRD
 GS0957
 GS0957.The horizontal coordinates were established by classical geodetic methods
 GS0957.and adjusted by the National Geodetic Survey in June 1998..
 GS0957
 GS0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0957
 GS0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0957
 GS0957.The geoid height was determined by GEOID03.
 GS0957
 GS0957;                    North         East     Units Scale Factor Converg.
 GS0957;SPC NV C     - 6,236,693.241   557,192.266   MT  0.99994028   +0 23 06.3
 GS0957;SPC NV C     -20,461,551.07  1,828,054.96   sFT  0.99994028   +0 23 06.3
 GS0957;UTM  11      - 4,082,193.329   586,880.524   MT  0.99969299   +0 35 06.6
 GS0957
 GS0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0957!SPC NV C     -   0.99983578  x   0.99994028  =   0.99977607
 GS0957!UTM  11      -   0.99983578  x   0.99969299  =   0.99952882
 GS0957
 GS0957                          SUPERSEDED SURVEY CONTROL
 GS0957
 GS0957  NAD 83(1992)-  36 52 54.14325(N)    116 01 30.27262(W) AD(       ) 3
 GS0957  NGVD 29 (02/14/94) 1072.6    (m)         3519.     (f) VERT ANG       
 GS0957
 GS0957.Superseded values are not recommended for survey control.
 GS0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0957.See file dsdata.txt to determine how the superseded data were derived.
 GS0957
 GS0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA8688182193(NAD 83)
 GS0957
 GS0957  HISTORY     - Date     Condition        Report By
 GS0957  HISTORY     - UNK      MONUMENTED
 GS0957  HISTORY     - 1959     GOOD             USGS
 GS0957
 GS0957                          STATION DESCRIPTION
 GS0957
 GS0957'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GS0957'RECOVERED AS DESCRIBED BY USE IN 1950.
 GS0957'
 GS0957'LOCATED ABOUT 12.9 MI NW. OF MERCURY, ABOUT 2.6 MI SW. OF SOUTH
 GS0957'END OF YUCCA LAKE.
 GS0957'
 GS0957'REACHED BY HELICOPTER.
 GS0957'
 GS0957'STATION MARK--USE DISK STAMPED---4-2 1950 LOS ANGELES---, SET IN
 GS0957'SQUARE CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
 GS0957'
 GS0957'RM 1--USE RM DISK STAMPED---NO 1 4-2---.
 GS0957'
 GS0957'RM 2--USE RM DISK STAMPED---NO 2 4-2---.
 GS0957'
 GS0957'RM 3--USE RM DISK STAMPED---NO 3 4-2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0271 ***********************************************************************
 MT0271  DESIGNATION -  CEDAR
 MT0271  PID         -  MT0271
 MT0271  STATE/COUNTY-  NV/ELKO
 MT0271  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0271
 MT0271                         *CURRENT SURVEY CONTROL
 MT0271  ___________________________________________________________________
 MT0271* NAD 83(1994)-  41 06 24.71670(N)    114 50 54.84595(W)     ADJUSTED  
 MT0271* NAVD 88     -      1907.461  (meters)    6258.06   (feet)  ADJUSTED  
 MT0271  ___________________________________________________________________
 MT0271  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 MT0271  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 MT0271  DYNAMIC HT  -        1905.841 (meters)    6252.75  (feet)  COMP
 MT0271  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 MT0271
 MT0271  HORZ ORDER  -  SECOND
 MT0271  VERT ORDER  -  SECOND    CLASS 0
 MT0271
 MT0271.The horizontal coordinates were established by classical geodetic methods
 MT0271.and adjusted by the National Geodetic Survey in June 1998..
 MT0271
 MT0271.The orthometric height was determined by differential leveling
 MT0271.and adjusted by the National Geodetic Survey in June 1991..
 MT0271
 MT0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0271
 MT0271.The geoid height was determined by GEOID03.
 MT0271
 MT0271.The dynamic height is computed by dividing the NAVD 88
 MT0271.geopotential number by the normal gravity value computed on the
 MT0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0271.degrees latitude (g = 980.6199 gals.).
 MT0271
 MT0271.The modeled gravity was interpolated from observed gravity values.
 MT0271
 MT0271;                    North         East     Units Scale Factor Converg.
 MT0271;SPC NV E     - 8,705,772.546   261,713.695   MT  0.99994686   +0 28 59.2
 MT0271;SPC NV E     -28,562,188.76    858,639.01   sFT  0.99994686   +0 28 59.2
 MT0271;UTM  11      - 4,552,850.775   680,651.973   MT  1.00000167   +1 24 53.5
 MT0271
 MT0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0271!SPC NV E     -   0.99970356  x   0.99994686  =   0.99965044
 MT0271!UTM  11      -   0.99970356  x   1.00000167  =   0.99970523
 MT0271
 MT0271|---------------------------------------------------------------------|
 MT0271| PID    Reference Object                     Distance      Geod. Az  |
 MT0271|                                                           dddmmss.s |
 MT0271| MT0270 CEDAR RM 1                            8.635 METERS 05715     |
 MT0271| MT0269 CEDAR RM 2                            7.825 METERS 19519     |
 MT0271| MT0262 KAW                                 APPROX. 6.2 KM 2614859.8 |
 MT0271|---------------------------------------------------------------------|
 MT0271
 MT0271                          SUPERSEDED SURVEY CONTROL
 MT0271
 MT0271  NAD 83(1994)-  41 06 24.71652(N)    114 50 54.84512(W) AD(       ) 2
 MT0271  NAD 83(1986)-  41 06 24.71374(N)    114 50 54.84070(W) AD(       ) 2
 MT0271  NAD 27      -  41 06 24.99315(N)    114 50 51.69608(W) AD(       ) 2
 MT0271  NGVD 29 (??/??/92) 1906.263  (m)         6254.13   (f) ADJ UNCH    2 0
 MT0271
 MT0271.Superseded values are not recommended for survey control.
 MT0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0271.See file dsdata.txt to determine how the superseded data were derived.
 MT0271
 MT0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF8065252851(NAD 83)
 MT0271_MARKER: DS = TRIANGULATION STATION DISK
 MT0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0271_STAMPING: CEDAR 1957
 MT0271_MARK LOGO: CGS   
 MT0271_PROJECTION: PROJECTING 10 CENTIMETERS
 MT0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0271+STABILITY: SURFACE MOTION
 MT0271
 MT0271  HISTORY     - Date     Condition        Report By
 MT0271  HISTORY     - 1957     MONUMENTED       CGS
 MT0271  HISTORY     - 1957     GOOD             CGS
 MT0271  HISTORY     - 1984     GOOD             NGS
 MT0271
 MT0271                          STATION DESCRIPTION
 MT0271
 MT0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0271'THE STATION IS LOCATED ABOUT 6 MILES EAST OF WELLS AND ABOUT
 MT0271'0.1 MILE SOUTH OF U.S. HIGHWAY 40.  IT IS ON THE SUMMIT OF A
 MT0271'BRUSH-COVERED HILL, ON THE SOUTH SIDE OF A POWER LINE.
 MT0271'
 MT0271'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 93 IN THE
 MT0271'EAST EDGE OF WELLS, GO EASTERLY ON U.S. HIGHWAY 40 FOR 6.0
 MT0271'MILES TO A SIDE ROAD RIGHT AT A WINDMILL.  TURN RIGHT (SOUTH)
 MT0271'AND FOLLOW ROAD FOR 0.2 MILE TO A POINT WHERE IT CURVES TO
 MT0271'THE RIGHT.  BEAR RIGHT (WEST) AND FOLLOW ROAD FOR 0.3 MILE
 MT0271'TO SUMMIT OF HILL AND STATION ON LEFT.
 MT0271'
 MT0271'THE STATION MARK, STAMPED CEDAR 1957, IS A STANDARD BRONZE
 MT0271'DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 4
 MT0271'INCHES.  IT IS 90 FEET SOUTH OF THE POWER LINE AND 20 FEET
 MT0271'SOUTHWEST OF A WHITE WITNESS POST.
 MT0271'
 MT0271'REFERENCE MARK NO. 1, STAMPED CEDAR NO 1 1957, IS A STANDARD
 MT0271'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 MT0271'6 INCHES.
 MT0271'
 MT0271'REFERENCE MARK NO. 2, STAMPED CEDAR NO 2 1957, IS A STANDARD
 MT0271'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 MT0271'FLUSH WITH THE SURFACE OF THE GROUND.
 MT0271
 MT0271                          STATION RECOVERY (1957)
 MT0271
 MT0271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MT0271'6.65 MI E FROM WELLS.
 MT0271'6.5 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0271'AVE. AND U.S. HIGHWAY 40 AT WELLS, THENCE 0.15 MILE SOUTH CROSS
 MT0271'COUNTRY TO TOP OF HILL, 160.0 FEET EAST OF NORTHEAST-SOUTHWEST POWER
 MT0271'LINE, 28.3 FEET SOUTHWEST OF R.M. 1, 25.7 FEET NORTHWEST OF R.M. 2,
 MT0271'20.4 FEET SOUTHWEST OF WITNESS POST, SET IN A ROUND CONCRETE POST
 MT0271'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 MT0271
 MT0271                          STATION RECOVERY (1984)
 MT0271
 MT0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0271'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.  ADD
 MT0271'9.45 KM (5.9 MI) EAST OF THE OVERPASS BRIDGE OVER US HIGHWAY 93 AT
 MT0271'WELLS.
 MT0271'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MT0271'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0552 ***********************************************************************
 JQ0552  DESIGNATION -  CEDAR
 JQ0552  PID         -  JQ0552
 JQ0552  STATE/COUNTY-  NV/MINERAL
 JQ0552  USGS QUAD   -  SIMON (1979)
 JQ0552
 JQ0552                         *CURRENT SURVEY CONTROL
 JQ0552  ___________________________________________________________________
 JQ0552* NAD 83(1994)-  38 31 52.44871(N)    117 49 24.48669(W)     ADJUSTED  
 JQ0552* NAVD 88     -      2465.3    (meters)    8088.     (feet)  VERTCON   
 JQ0552  ___________________________________________________________________
 JQ0552  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 JQ0552  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 JQ0552
 JQ0552  HORZ ORDER  -  FIRST
 JQ0552
 JQ0552.The horizontal coordinates were established by classical geodetic methods
 JQ0552.and adjusted by the National Geodetic Survey in June 1998..
 JQ0552
 JQ0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0552
 JQ0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0552
 JQ0552.The geoid height was determined by GEOID03.
 JQ0552
 JQ0552;                    North         East     Units Scale Factor Converg.
 JQ0552;SPC NV W     - 4,419,839.373   866,250.287   MT  0.99995403   +0 28 24.1
 JQ0552;SPC NV W     -14,500,756.34  2,842,022.82   sFT  0.99995403   +0 28 24.1
 JQ0552;SPC NV C     - 6,420,200.009   399,141.104   MT  1.00002523   -0 43 14.4
 JQ0552;SPC NV C     -21,063,606.20  1,309,515.44   sFT  1.00002523   -0 43 14.4
 JQ0552;UTM  11      - 4,265,080.716   428,225.757   MT  0.99966344   -0 30 46.8
 JQ0552
 JQ0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0552!SPC NV W     -   0.99961709  x   0.99995403  =   0.99957113
 JQ0552!SPC NV C     -   0.99961709  x   1.00002523  =   0.99964231
 JQ0552!UTM  11      -   0.99961709  x   0.99966344  =   0.99928066
 JQ0552
 JQ0552|---------------------------------------------------------------------|
 JQ0552| PID    Reference Object                     Distance      Geod. Az  |
 JQ0552|                                                           dddmmss.s |
 JQ0552| DA8890 CEDAR RM 1                            8.380 METERS 02004     |
 JQ0552| DA8892 CEDAR RM 3 AZIMUTH                                 0673124.6 |
 JQ0552| JQ0334 U 23                                               1163115.8 |
 JQ0552| DA8891 CEDAR RM 2                            3.212 METERS 26035     |
 JQ0552|---------------------------------------------------------------------|
 JQ0552
 JQ0552                          SUPERSEDED SURVEY CONTROL
 JQ0552
 JQ0552  NAD 83(1992)-  38 31 52.45008(N)    117 49 24.49981(W) AD(       ) 1
 JQ0552  NAD 83(1986)-  38 31 52.44656(N)    117 49 24.49966(W) AD(       ) 1
 JQ0552  NAD 27      -  38 31 52.72700(N)    117 49 21.09300(W) AD(       ) 1
 JQ0552  NGVD 29 (07/19/86) 2464.0    (m)         8084.     (f) VERT ANG       
 JQ0552
 JQ0552.Superseded values are not recommended for survey control.
 JQ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0552.See file dsdata.txt to determine how the superseded data were derived.
 JQ0552
 JQ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC2822665081(NAD 83)
 JQ0552_MARKER: DS = TRIANGULATION STATION DISK
 JQ0552_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0552_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JQ0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0552+STABILITY: POSITION/ELEVATION WELL
 JQ0552
 JQ0552  HISTORY     - Date     Condition        Report By
 JQ0552  HISTORY     - 1933     MONUMENTED       CGS
 JQ0552  HISTORY     - 1952     GOOD             CGS
 JQ0552  HISTORY     - 1959     GOOD             CGS
 JQ0552  HISTORY     - 1967     GOOD             USGS
 JQ0552
 JQ0552                          STATION DESCRIPTION
 JQ0552
 JQ0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 JQ0552'STATION IS 46 MILES AIR LINE FROM THE TOWN OF TONOPAH, ON MOUNTAIN
 JQ0552'LOCALLY KNOWN AS CEDAR MOUNTAIN, AND ON THE SW OF THE TWO PEAKS
 JQ0552'WHICH IS COVERED WITH LARGE BOULDERS.
 JQ0552'
 JQ0552'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 JQ0552'IN OUTCROPPING BEDROCK.  REFERENCE MARKS
 JQ0552'ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 JQ0552'
 JQ0552'THE AZIMUTH MARK IS IN THE SADDLE ON THE RIDGE BETWEEN THE TWO
 JQ0552'PEAKS, AND THE U.S.C. AND G.S. BENCH MARK IS JUST N OF THE ROAD
 JQ0552'LEADING TO THE STATION AND IS 0.4 MILE E OF THE SUMMIT OF THE
 JQ0552'RIDGE.  STANDARD U.S.C. AND G.S. MARK SET IN CONCRETE.
 JQ0552'
 JQ0552'TO REACH STATION FROM TONOPAH AS FOLLOWS--FROM POST OFFICE GO
 JQ0552'W ON HIGHWAY FOR 2.2 MILES, TURN RIGHT OFF HIGHWAY AND TAKE THE
 JQ0552'LEFT FORK OF TWO ROADS, CONTINUE ON THIS ROAD 21.4 MILES, TAKE
 JQ0552'LEFT FORK AND GO 0.7 MILE, CONTINUE STRAIGHT AHEAD FOR 14.8
 JQ0552'MILES, TURN SHARP LEFT AND TAKE ROAD LEADING DOWN CANYON,
 JQ0552'CONTINUE ON THIS ROAD 0.5 MILE, TAKE RIGHT FORK AND GO 6.4 MILES
 JQ0552'TO BLACK SPRINGS WATERHOLE ON LEFT, CONTINUE STRAIGHT AHEAD 0.2
 JQ0552'MILE AND TAKE LEFT FORK AND GO 0.7 MILE, TAKE RIGHT FORK AND
 JQ0552'GO 5.0 MILES, TAKE LEFT FORK AND FOLLOW UP STREAM BED 2.9
 JQ0552'MILES TO SUMMIT OF PASS, CONTINUE ON THIS ROAD 0.05 MILE, TURN
 JQ0552'RIGHT OFF ROAD UP CANYON 0.5 MILE TO OLD CAMP GROUNDS, LEAVE
 JQ0552'TRUCK HERE AND FOLLOW OLD ROAD UP CANYON, AND THEN TAKE THE LEFT
 JQ0552'HAND FORK OF THE GULCHES WHERE THE CANYON WIDENS OUT, CLIMB UP
 JQ0552'LEFT SIDE OF THE RIDGE TO THE SADDLE BETWEEN TWO PEAKS OF
 JQ0552'APPROXIMATELY THE SAME ELEVATION, GO UP RIDGE TO THE SW PEAK
 JQ0552'AND STATION.
 JQ0552'
 JQ0552'HEIGHT OF LIGHT ABOVE STATION MARK-1.4 METERS.
 JQ0552
 JQ0552                          STATION RECOVERY (1952)
 JQ0552
 JQ0552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JQ0552'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 JQ0552'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 JQ0552'
 JQ0552'STATION IS LOCATED, AIRLINE, ABOUT 12 MILES NORTHEAST OF MINA, 46
 JQ0552'MILES NORTHWEST OF TONOPAH, AND ON THE HIGHEST POINT OF THE
 JQ0552'NORTHERN END OF THE CEDAR MOUNTAIN RANGE.  IT IS ON THE SOUTHWEST
 JQ0552'PEAK OF TWO PEAKS WHICH ARE COVERED WITH LARGE BOULDERS.
 JQ0552'
 JQ0552'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD DEPOT IN MINA,
 JQ0552'GO NORTH ON U.S. HIGHWAY 95 FOR 0.7 MILE TO A GRAVELED ROAD ON THE
 JQ0552'RIGHT.  TURN RIGHT, CROSS RAILROAD TRACKS, AND FOLLOW THE
 JQ0552'MAIN TRAVELED ROAD FOR 12.8 MILES TO A Y FORK AND SIGN CLOVERDALE
 JQ0552'27, TONOPAH 53.  TAKE THE LEFT FORK AND GO 0.2 MILE.  TAKE THE
 JQ0552'RIGHT FORK AND GO 1.5 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 JQ0552'1.5 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 4.0 MILES TO
 JQ0552'A TRACK ROAD ON THE LEFT.  TO REACH BM U 23, CONTINUE
 JQ0552'STRAIGHT AHEAD OVER THE SUMMIT FOR 0.5 MILE TO THE BM ON
 JQ0552'THE LEFT.  TURN LEFT ON THE TRACK ROAD MENTIONED ABOVE
 JQ0552'AND GO 0.5 MILE TO A FORK.  TAKE THE LEFT FORK INTO
 JQ0552'THE CANYON AND GO 0.2 MILE TO THE END OF TRUCK TRAVEL.
 JQ0552'FROM HERE PACK UP THE CANYON FOR ABOUT 0.1 MILE TO A SMALL
 JQ0552'SPRING.  CONTINUE STRAIGHT AHEAD, SOUTHWEST, TO THE TOP OF THE
 JQ0552'RIDGE JUST ABOVE TWO MINE DIGGINGS THAT ARE ON THE SIDE OF
 JQ0552'THE HILL.  FROM THE TOP OF THE RIDGE PACK AROUND THE LEFT SIDE
 JQ0552'OF THE RIDGE AND UP INTO THE SADDLE BETWEEN THE TWO PEAKS.
 JQ0552'THE AZIMUTH MARK IS ON THE SADDLE AT A SMALL CAIRN AND OUTCROP
 JQ0552'OF ROCK.  FROM THE AZIMUTH MARK PACK SOUTHWEST TO THE HIGHEST
 JQ0552'POINT AND THE STATION.  TIME OF PACK IS 45 MINUTES.
 JQ0552'
 JQ0552'STATION MARK, STAMPED CEDAR 1933, IS A STANDARD DISK CEMENTED IN
 JQ0552'A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 JQ0552'
 JQ0552'REFERENCE MARK NUMBER 1, STAMPED CEDAR NO 1 1933, IS A STANDARD
 JQ0552'DISK CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND,
 JQ0552'AND 4 FEET HIGHER THAN THE STATION.
 JQ0552'
 JQ0552'REFERENCE MARK NUMBER 2, STAMPED CEDAR NO 2 1933, IS A STANDARD
 JQ0552'DISK CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND,
 JQ0552'AND 2 FEET HIGHER THAN THE STATION.
 JQ0552'
 JQ0552'AZIMUTH MARK, STAMPED CEDAR NO 3 1933, IS A STANDARD REFERENCE
 JQ0552'MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 JQ0552'GROUND.  IT IS IN THE MIDDLE OF THE SADDLE 2 FEET SOUTH OF
 JQ0552'OUTCROPPING BEDROCK THAT PROJECTS ABOUT 3 FEET.
 JQ0552'
 JQ0552'BM U 23, STAMPED U 23 1933, IS A STANDARD USC AND GS BENCH MARK
 JQ0552'DISK SET IN THE TOP OF A CONCRETE POST 10 INCHES IN DIAMETER
 JQ0552'AND PROJECTING 5 INCHES.  IT IS 25 FEET NORTH OF THE ROAD AND
 JQ0552'0.4 MILE EAST OF THE SUMMIT OF THE PASS.
 JQ0552'
 JQ0552'NOTE--DISTANCES TO R.M.S DOUBLE CHECKED IN THE FIELD.
 JQ0552
 JQ0552                          STATION RECOVERY (1959)
 JQ0552
 JQ0552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WTJ)
 JQ0552'STATION AND ALL MARKS RECOVERED AS DESCRIBED BY WRH IN 1952, AND
 JQ0552'IN GOOD CONDITION.
 JQ0552
 JQ0552                          STATION RECOVERY (1967)
 JQ0552
 JQ0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JQ0552'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38117-4, STATION 1001.
 JQ0552'FOUND AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 JQ0552'
 JQ0552'RMS NOT OBSERVED IN 1975.
 JQ0552'
 JQ0552'STATION REACHED BY HELICOPTER.
 JQ0552'
 JQ0552'STATION MARK--A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 JQ0552'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0982 ***********************************************************************
 JR0982  DESIGNATION -  CEDAR
 JR0982  PID         -  JR0982
 JR0982  STATE/COUNTY-  NV/MINERAL
 JR0982  USGS QUAD   -  CEDAR HILL (1994)
 JR0982
 JR0982                         *CURRENT SURVEY CONTROL
 JR0982  ___________________________________________________________________
 JR0982* NAD 83(1994)-  38 12 30.84701(N)    118 47 27.93008(W)     ADJUSTED  
 JR0982* NAVD 88     -      2148.     (meters)    7047.     (feet)  SCALED    
 JR0982  ___________________________________________________________________
 JR0982  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 JR0982  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 JR0982
 JR0982  HORZ ORDER  -  THIRD
 JR0982
 JR0982.The horizontal coordinates were established by classical geodetic methods
 JR0982.and adjusted by the National Geodetic Survey in June 1998..
 JR0982
 JR0982.The orthometric height was scaled from a topographic map.
 JR0982
 JR0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0982
 JR0982.The geoid height was determined by GEOID03.
 JR0982
 JR0982;                    North         East     Units Scale Factor Converg.
 JR0982;SPC NV W     - 4,383,772.507   781,805.685   MT  0.99990408   -0 07 42.6
 JR0982;SPC NV W     -14,382,426.97  2,564,974.15   sFT  0.99990408   -0 07 42.6
 JR0982;SPC CA 3     -   690,988.814 2,149,657.364   MT  0.99996099   +1 02 46.5
 JR0982;SPC CA 3     - 2,267,019.13  7,052,667.54   sFT  0.99996099   +1 02 46.5
 JR0982;UTM  11      - 4,230,472.849   343,187.290   MT  0.99990285   -1 06 29.0
 JR0982
 JR0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0982!SPC NV W     -   0.99966687  x   0.99990408  =   0.99957098
 JR0982!SPC CA 3     -   0.99966687  x   0.99996099  =   0.99962787
 JR0982!UTM  11      -   0.99966687  x   0.99990285  =   0.99956975
 JR0982
 JR0982:                Primary Azimuth Mark                     Grid Az
 JR0982:SPC NV W     -  SAG                                      134 51 10.0
 JR0982:SPC CA 3     -  SAG                                      133 40 40.9
 JR0982:UTM  11      -  SAG                                      135 49 56.4
 JR0982
 JR0982|---------------------------------------------------------------------|
 JR0982| PID    Reference Object                     Distance      Geod. Az  |
 JR0982|                                                           dddmmss.s |
 JR0982| JR0978 SAG                                 APPROX.10.3 KM 1344327.4 |
 JR0982|---------------------------------------------------------------------|
 JR0982
 JR0982                          SUPERSEDED SURVEY CONTROL
 JR0982
 JR0982  NAD 83(1992)-  38 12 30.84587(N)    118 47 27.93098(W) AD(       ) 3
 JR0982  NAD 83(1986)-  38 12 30.83511(N)    118 47 27.92694(W) AD(       ) 3
 JR0982  NAD 27      -  38 12 31.10800(N)    118 47 24.42400(W) AD(       ) 3
 JR0982
 JR0982.Superseded values are not recommended for survey control.
 JR0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0982.See file dsdata.txt to determine how the superseded data were derived.
 JR0982
 JR0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC4318730473(NAD 83)
 JR0982_MARKER: Z = SEE DESCRIPTION
 JR0982_SETTING: 0 = UNSPECIFIED SETTING
 JR0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0982
 JR0982  HISTORY     - Date     Condition        Report By
 JR0982  HISTORY     - 1894     MONUMENTED       CGS
 JR0982
 JR0982                          STATION DESCRIPTION
 JR0982
 JR0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (CHS)
 JR0982'STATION IS ON THE FIRST RISE OF THE VALLEY S OF SPRING PEAK,
 JR0982'TO THE LEFT (E) OF THE ROAD LEADING TO BENTON.  IT IS ON THE
 JR0982'W SLOPE OF THIS RISE, WHERE THE JUNIPER OR CEDAR TREES ARE
 JR0982'MUCH SCATTERED, SO PLACED TO AVOID CUTTING.  A STONE ABOUT 10
 JR0982'BY 12 BY 12 INCHES, VERY BLACK AND WITH A DRILL HOLE IN IT
 JR0982'MARKS THE STATION.  A PILE OF STONE WAS PLACED AROUND THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8034 ***********************************************************************
 AH8034  DESIGNATION -  CEDAR
 AH8034  PID         -  AH8034
 AH8034  STATE/COUNTY-  NV/EUREKA
 AH8034  USGS QUAD   -  TELEGRAPH CANYON (1986)
 AH8034
 AH8034                         *CURRENT SURVEY CONTROL
 AH8034  ___________________________________________________________________
 AH8034* NAD 83(1994)-  40 01 32.53825(N)    116 04 33.34909(W)     ADJUSTED  
 AH8034* NAVD 88     -      2440.2    (meters)    8006.     (feet)  VERTCON   
 AH8034  ___________________________________________________________________
 AH8034  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AH8034  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 AH8034
 AH8034  HORZ ORDER  -  THIRD
 AH8034
 AH8034.The horizontal coordinates were established by classical geodetic methods
 AH8034.and adjusted by the National Geodetic Survey in February 1999..
 AH8034
 AH8034.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8034
 AH8034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8034
 AH8034.The geoid height was determined by GEOID03.
 AH8034
 AH8034;                    North         East     Units Scale Factor Converg.
 AH8034;SPC NV E     - 8,585,582.548   157,955.136   MT  0.99992176   -0 19 00.5
 AH8034;SPC NV E     -28,167,865.41    518,224.48   sFT  0.99992176   -0 19 00.5
 AH8034;UTM  11      - 4,431,019.186   578,849.325   MT  0.99967654   +0 35 39.6
 AH8034
 AH8034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8034!SPC NV E     -   0.99962046  x   0.99992176  =   0.99954225
 AH8034!UTM  11      -   0.99962046  x   0.99967654  =   0.99929712
 AH8034
 AH8034                          SUPERSEDED SURVEY CONTROL
 AH8034
 AH8034  NGVD 29 (02/26/99) 2439.0    (m)         8002.     (f) VERT ANG       
 AH8034
 AH8034.Superseded values are not recommended for survey control.
 AH8034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8034.See file dsdata.txt to determine how the superseded data were derived.
 AH8034
 AH8034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE7884931019(NAD 83)
 AH8034_MARKER: DS = TRIANGULATION STATION DISK
 AH8034_SETTING: 66 = SET IN ROCK OUTCROP
 AH8034_PROJECTION: FLUSH
 AH8034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8034+STABILITY: POSITION/ELEVATION WELL
 AH8034
 AH8034  HISTORY     - Date     Condition        Report By
 AH8034  HISTORY     - 1936     MONUMENTED       USGS
 AH8034
 AH8034                          STATION DESCRIPTION
 AH8034
 AH8034'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 AH8034'LOCATED 7 MI E. OF ALPHA, A STATION ON EUREKA-NEVADA RR., ABOUT 3 MI
 AH8034'NW. OF SIRI RANCH. ON PEAK IN MAIN RANGE OF SULPHUR SPRING MOUNTAINS,
 AH8034'ON HIGHEST POINT AT NORTH END OF SUMMIT. THERE IS A HIGHER AND MORE
 AH8034'PROMINENT ROUND PEAK ABOUT 1 MI N.
 AH8034'TO REACH FROM ALPHA ON STATE HWY. 51, GO 1.2 MI E. ON DIRT RD. ACROSS
 AH8034'FLAT TO CORRAL AND SPRINGS AT SOUTH END OF PROMINENT RIDGE, TABLE
 AH8034'MOUNTAIN, FOLLOW RD. AROUND POINT OF RIDGE 0.3 MI TO RD. E., CONTINUE
 AH8034'STRAIGHT AHEAD 0.7 MI N. TO Y-INTERSECTION. TAKE RIGHT FORK 2.7 MI TO
 AH8034'FENCE. GO THROUGH WIRE GATE 0.3 MI TO Y-INTERSECTION. TAKE RIGHT FORK
 AH8034'1.1 MI TO WHERE RD. DROPS INTO DRAIN. FROM THIS POINT RD. CHANGES TO
 AH8034'JEEP TRAIL AND FOLLOWS BOTTOM OF DRAIN SE. 1.2 MI TO SADDLE ABOUT 0.6
 AH8034'MI S. OF STATION. FROM SADDLE GO N. ON FOOT ON CREST OF RIDGE TO
 AH8034'STATION. A 1-HOUR PACK. JEEP TRAIL IS IN POOR CONDITION AND HAS MANY
 AH8034'OVERHANGING BRANCHES. DRIVING IS DIFFICULT, BUT CAN BE DONE IF ONE IS
 AH8034'DETERMINED ENOUGH.
 AH8034'STATION MARK--STANDARD TABLET STAMPED---CEDAR 1936---, CEMENTED IN
 AH8034'ROCK OUTCROP.
 AH8034'RM 1--STANDARD RM TABLET STAMPING UNKNOWN, CEMENTED IN SOLID ROCK
 AH8034'OUTCROP ON SOUTH SLOPE.
 AH8034'RM 2--STANDARD RM TABLET STAMPING UNKNOWN, CEMENTED IN SOLID     .
 AH8034'ROCK OUTCROP ON WEST SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1640 ***********************************************************************
 KR1640  DESIGNATION -  CEDAR HILL
 KR1640  PID         -  KR1640
 KR1640  STATE/COUNTY-  NV/STOREY
 KR1640  USGS QUAD   -  VIRGINIA CITY (1994)
 KR1640
 KR1640                         *CURRENT SURVEY CONTROL
 KR1640  ___________________________________________________________________
 KR1640* NAD 83(1994)-  39 19 24.69440(N)    119 39 03.19743(W)     ADJUSTED  
 KR1640* NAVD 88     -      2183.     (meters)    7162.     (feet)  SCALED    
 KR1640  ___________________________________________________________________
 KR1640  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 KR1640  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KR1640
 KR1640  HORZ ORDER  -  THIRD
 KR1640
 KR1640.The horizontal coordinates were established by classical geodetic methods
 KR1640.and adjusted by the National Geodetic Survey in June 1998..
 KR1640
 KR1640.The orthometric height was scaled from a topographic map.
 KR1640
 KR1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1640
 KR1640.The geoid height was determined by GEOID03.
 KR1640
 KR1640;                    North         East     Units Scale Factor Converg.
 KR1640;SPC NV W     - 4,508,055.769   707,952.331   MT  1.00000429   -0 40 35.6
 KR1640;SPC NV W     -14,790,179.64  2,322,673.61   sFT  1.00000429   -0 40 35.6
 KR1640;UTM  11      - 4,356,030.852   271,487.736   MT  1.00024298   -1 40 50.1
 KR1640
 KR1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1640!SPC NV W     -   0.99966137  x   1.00000429  =   0.99966566
 KR1640!UTM  11      -   0.99966137  x   1.00024298  =   0.99990427
 KR1640
 KR1640:                Primary Azimuth Mark                     Grid Az
 KR1640:SPC NV W     -  SUTRO                                    127 04 51.0
 KR1640:UTM  11      -  SUTRO                                    128 05 05.5
 KR1640
 KR1640|---------------------------------------------------------------------|
 KR1640| PID    Reference Object                     Distance      Geod. Az  |
 KR1640|                                                           dddmmss.s |
 KR1640| KR1639 SUTRO                               APPROX. 5.1 KM 1262415.4 |
 KR1640| KR1646 VIRGINIA CITY CATH CH SPIRE         APPROX. 1.6 KM 1730416.8 |
 KR1640|---------------------------------------------------------------------|
 KR1640
 KR1640                          SUPERSEDED SURVEY CONTROL
 KR1640
 KR1640  NAD 83(1992)-  39 19 24.69955(N)    119 39 03.19171(W) AD(       ) 3
 KR1640  NAD 83(1986)-  39 19 24.69697(N)    119 39 03.17649(W) AD(       ) 3
 KR1640  NAD 27      -  39 19 25.00900(N)    119 38 59.51400(W) AD(       ) 3
 KR1640
 KR1640.Superseded values are not recommended for survey control.
 KR1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1640.See file dsdata.txt to determine how the superseded data were derived.
 KR1640
 KR1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7148856031(NAD 83)
 KR1640
 KR1640  HISTORY     - Date     Condition        Report By
 KR1640  HISTORY     - 1897     MONUMENTED       CGS
 KR1640  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KR1640
 KR1640                          STATION DESCRIPTION
 KR1640
 KR1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (CHS)
 KR1640'ON A REDDISH-COLORED HILL, KNOWN AS CEDAR HILL, JUST NORTH
 KR1640'OF VIRGINIA CITY.  THE STATION IS MARKED BY A FIVE-EIGHTHS
 KR1640'INCH DRILL HOLE IN THE MOST SOUTHERN ONE OF THREE OUTCROPPING
 KR1640'LEDGES, EACH OF WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 KR1640'THERE IS A CAIRN AROUND THE BASE OF THE SIGNAL POLE.
 KR1640
 KR1640                          STATION RECOVERY (1951)
 KR1640
 KR1640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1640'THE DRILL HOLES MARKING THE ORIGINAL STATION AND REFERENCE MARK
 KR1640'1 AND THE CHISELED CROSS MARKING REFERENCE MARK 2 WERE RECOVERED
 KR1640'AND FOUND TO BE IN GOOD CONDITION.  IN THE PROCESS OF REMARKING
 KR1640'THE STATION THE ROCK WAS BROKEN, DESTROYING THE ORIGINAL
 KR1640'STATION.  A STANDARD DISK WAS SET IN THE TOP OF A LARGE BOULDER
 KR1640'APPROXIMATELY 3 FEET FROM THE ORIGINAL LOCATION.
 KR1640'
 KR1640'A STANDARD DISK WAS SET IN THE DRILL HOLE MARKING THE ORIGINAL
 KR1640'REFERENCE MARK 1 AND A STANDARD DISK WAS SET IN A DRILL HOLE
 KR1640'DRILLED THROUGH THE CHISELED CROSS THAT MARKED THE ORIGINAL
 KR1640'REFERENCE MARK 2.
 KR1640'
 KR1640'FOR A COMPLETE NEW DESCRIPTION SEE DESCRIPTION FOR CEDAR
 KR1640'HILL 2 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1641 ***********************************************************************
 KR1641  DESIGNATION -  CEDAR HILL 2
 KR1641  PID         -  KR1641
 KR1641  STATE/COUNTY-  NV/STOREY
 KR1641  USGS QUAD   -  VIRGINIA CITY (1994)
 KR1641
 KR1641                         *CURRENT SURVEY CONTROL
 KR1641  ___________________________________________________________________
 KR1641* NAD 83(1994)-  39 19 24.71308(N)    119 39 03.17777(W)     ADJUSTED  
 KR1641* NAVD 88     -      2183.2    (meters)    7163.     (feet)  VERTCON   
 KR1641  ___________________________________________________________________
 KR1641  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 KR1641  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KR1641
 KR1641  HORZ ORDER  -  FIRST
 KR1641
 KR1641.The horizontal coordinates were established by classical geodetic methods
 KR1641.and adjusted by the National Geodetic Survey in June 1998..
 KR1641
 KR1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1641
 KR1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1641
 KR1641.The geoid height was determined by GEOID03.
 KR1641
 KR1641;                    North         East     Units Scale Factor Converg.
 KR1641;SPC NV W     - 4,508,056.340   707,952.809   MT  1.00000429   -0 40 35.6
 KR1641;SPC NV W     -14,790,181.51  2,322,675.17   sFT  1.00000429   -0 40 35.6
 KR1641;UTM  11      - 4,356,031.414   271,488.223   MT  1.00024298   -1 40 50.1
 KR1641
 KR1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1641!SPC NV W     -   0.99966137  x   1.00000429  =   0.99966566
 KR1641!UTM  11      -   0.99966137  x   1.00024298  =   0.99990427
 KR1641
 KR1641|---------------------------------------------------------------------|
 KR1641| PID    Reference Object                     Distance      Geod. Az  |
 KR1641|                                                           dddmmss.s |
 KR1641| DB6989 CEDAR HILL 2 RM 1                     5.659 METERS 15344     |
 KR1641| DB6990 CEDAR HILL 2 RM 2                    13.062 METERS 32937     |
 KR1641| KR1653 ORLEANS                             APPROX. 1.6 KM 3413525.6 |
 KR1641|---------------------------------------------------------------------|
 KR1641
 KR1641                          SUPERSEDED SURVEY CONTROL
 KR1641
 KR1641  NAD 83(1992)-  39 19 24.71713(N)    119 39 03.17118(W) AD(       ) 1
 KR1641  NAD 83(1986)-  39 19 24.71487(N)    119 39 03.15562(W) AD(       ) 1
 KR1641  NAD 27      -  39 19 25.02700(N)    119 38 59.50700(W) AD(       ) 1
 KR1641  NGVD 29 (07/19/86) 2182.0    (m)         7159.     (f) VERT ANG       
 KR1641
 KR1641.Superseded values are not recommended for survey control.
 KR1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1641.See file dsdata.txt to determine how the superseded data were derived.
 KR1641
 KR1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7148856031(NAD 83)
 KR1641_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1641_SETTING: 80 = SET IN A BOULDER
 KR1641_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1641
 KR1641  HISTORY     - Date     Condition        Report By
 KR1641  HISTORY     - 1951     MONUMENTED       CGS
 KR1641
 KR1641                          STATION DESCRIPTION
 KR1641
 KR1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1641'THE STATION IS LOCATED ON THE SOUTH END OF A RED HILL JUST
 KR1641'NORTH OF VIRGINIA CITY.  THE HILL IS KNOWN LOCALLY AS CEDAR
 KR1641'HILL.  THE TOP OF THE HILL EXTENDS IN AN L SHAPE, FROM SOUTH
 KR1641'TO NORTH TO WEST.  THE WEST END OF THE HILL IS ABOUT 20 FEET
 KR1641'HIGHER THAN THE POINT WHERE THE STATION IS LOCATED.
 KR1641'
 KR1641'TO REACH THE STATION FROM THE POST OFFICE IN VIRGINIA CITY, GO
 KR1641'NORTH ON HIGHWAY 17 FOR 0.7 MILE TO A ROAD LEFT.  TURN LEFT, GO
 KR1641'100 FEET TO A ROAD TO THE RIGHT.  TURN RIGHT AND FOLLOW NARROW
 KR1641'ROAD UP STEEP SLOPE AND AROUND SEVERAL SWITCHBACKS 1.5 MILES
 KR1641'TO THE END OF THE ROAD AT A LARGE PROSPECT HOLE.  FROM HERE WALK
 KR1641'WESTERLY UP RIDGE TO THE SOUTH END OF THE HILL AND STATION.
 KR1641'A 10-MINUTE PACK.
 KR1641'
 KR1641'THE STATION MARK IS A STANDARD DISK STAMPED CEDAR HILL 2 1951.
 KR1641'IT IS SET IN A BOULDER THAT PROJECTS ABOUT 1 FOOT.
 KR1641'
 KR1641'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CEDAR HILL 2 NO 1
 KR1641'1951.  IT IS SET IN THE NORTH END OF A LARGE BOULDER WHICH
 KR1641'PROJECTS ABOUT 6 INCHES AND IS ABOUT 30 INCHES LOWER THAN
 KR1641'THE STATION MARK.
 KR1641'
 KR1641'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CEDAR HILL 2 NO
 KR1641'2 1951.  IT IS SET IN A BOULDER THAT PROJECTS ABOUT 16 INCHES
 KR1641'AND IS 1 FOOT LOWER THAN THE STATION MARK.
 KR1641'
 KR1641'TRIANGULATION STATION ORLEANS (U.S.G.S.) IS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0270 ***********************************************************************
 MT0270  DESIGNATION -  CEDAR RM 1
 MT0270  PID         -  MT0270
 MT0270  STATE/COUNTY-  NV/ELKO
 MT0270  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0270
 MT0270                         *CURRENT SURVEY CONTROL
 MT0270  ___________________________________________________________________
 MT0270* NAD 83(1986)-  41 06 25.     (N)    114 50 55.     (W)     SCALED    
 MT0270* NAVD 88     -      1907.380  (meters)    6257.80   (feet)  ADJUSTED  
 MT0270  ___________________________________________________________________
 MT0270  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 MT0270  DYNAMIC HT  -        1905.760 (meters)    6252.48  (feet)  COMP
 MT0270  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 MT0270
 MT0270  VERT ORDER  -  SECOND    CLASS 0
 MT0270
 MT0270.The horizontal coordinates were scaled from a topographic map and have
 MT0270.an estimated accuracy of +/- 6 seconds.
 MT0270
 MT0270.The orthometric height was determined by differential leveling
 MT0270.and adjusted by the National Geodetic Survey in June 1991..
 MT0270
 MT0270.The geoid height was determined by GEOID03.
 MT0270
 MT0270.The dynamic height is computed by dividing the NAVD 88
 MT0270.geopotential number by the normal gravity value computed on the
 MT0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0270.degrees latitude (g = 980.6199 gals.).
 MT0270
 MT0270.The modeled gravity was interpolated from observed gravity values.
 MT0270
 MT0270;                    North         East    Units  Estimated Accuracy
 MT0270;SPC NV E     - 8,705,780.      261,710.      MT  (+/- 180 meters Scaled)
 MT0270
 MT0270                          SUPERSEDED SURVEY CONTROL
 MT0270
 MT0270  NGVD 29 (??/??/92) 1906.182  (m)         6253.87   (f) ADJ UNCH    2 0
 MT0270
 MT0270.Superseded values are not recommended for survey control.
 MT0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0270.See file dsdata.txt to determine how the superseded data were derived.
 MT0270
 MT0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF806528(NAD 83)
 MT0270_MARKER: DR = REFERENCE MARK DISK
 MT0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0270_STAMPING: CEDAR NO 1 1957
 MT0270_MARK LOGO: CGS   
 MT0270_PROJECTION: PROJECTING 10 CENTIMETERS
 MT0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0270+STABILITY: SURFACE MOTION
 MT0270
 MT0270  HISTORY     - Date     Condition        Report By
 MT0270  HISTORY     - 1957     MONUMENTED       CGS
 MT0270  HISTORY     - 1984     GOOD             NGS
 MT0270
 MT0270                          STATION DESCRIPTION
 MT0270
 MT0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0270'6.65 MI E FROM WELLS.
 MT0270'6.5 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0270'AVE. AND U.S. HIGHWAY 40 AT WELLS, THENCE 0.15 MILE SOUTH CROSS
 MT0270'COUNTRY TO TOP OF HILL, 178.0 FEET EAST OF NORTHEAST-SOUTHWEST POWER
 MT0270'LINE, 28.3 FEET NORTHEAST OF STATION MARK, SET IN A ROUND CONCRETE
 MT0270'POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 MT0270
 MT0270                          STATION RECOVERY (1984)
 MT0270
 MT0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0270'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.  ADD
 MT0270'9.45 KM (5.9 MI) EAST OF THE OVERPASS BRIDGE OVER US HIGHWAY 93 AT
 MT0270'WELLS.
 MT0270'THE MARK IS 8.5 METERS  NE FROM A WITNESS POST.
 MT0270'THE MARK IS 0.1 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0269 ***********************************************************************
 MT0269  DESIGNATION -  CEDAR RM 2
 MT0269  PID         -  MT0269
 MT0269  STATE/COUNTY-  NV/ELKO
 MT0269  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0269
 MT0269                         *CURRENT SURVEY CONTROL
 MT0269  ___________________________________________________________________
 MT0269* NAD 83(1986)-  41 06 25.     (N)    114 50 55.     (W)     SCALED    
 MT0269* NAVD 88     -      1907.525  (meters)    6258.27   (feet)  ADJUSTED  
 MT0269  ___________________________________________________________________
 MT0269  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 MT0269  DYNAMIC HT  -        1905.906 (meters)    6252.96  (feet)  COMP
 MT0269  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 MT0269
 MT0269  VERT ORDER  -  SECOND    CLASS 0
 MT0269
 MT0269.The horizontal coordinates were scaled from a topographic map and have
 MT0269.an estimated accuracy of +/- 6 seconds.
 MT0269
 MT0269.The orthometric height was determined by differential leveling
 MT0269.and adjusted by the National Geodetic Survey in June 1991..
 MT0269
 MT0269.The geoid height was determined by GEOID03.
 MT0269
 MT0269.The dynamic height is computed by dividing the NAVD 88
 MT0269.geopotential number by the normal gravity value computed on the
 MT0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0269.degrees latitude (g = 980.6199 gals.).
 MT0269
 MT0269.The modeled gravity was interpolated from observed gravity values.
 MT0269
 MT0269;                    North         East    Units  Estimated Accuracy
 MT0269;SPC NV E     - 8,705,780.      261,710.      MT  (+/- 180 meters Scaled)
 MT0269
 MT0269                          SUPERSEDED SURVEY CONTROL
 MT0269
 MT0269  NGVD 29 (??/??/92) 1906.328  (m)         6254.34   (f) ADJ UNCH    2 0
 MT0269
 MT0269.Superseded values are not recommended for survey control.
 MT0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0269.See file dsdata.txt to determine how the superseded data were derived.
 MT0269
 MT0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF806528(NAD 83)
 MT0269_MARKER: DR = REFERENCE MARK DISK
 MT0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0269_STAMPING: CEDAR NO 2 1957
 MT0269_MARK LOGO: CGS   
 MT0269_PROJECTION: PROJECTING 10 CENTIMETERS
 MT0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0269+STABILITY: SURFACE MOTION
 MT0269
 MT0269  HISTORY     - Date     Condition        Report By
 MT0269  HISTORY     - 1957     MONUMENTED       CGS
 MT0269  HISTORY     - 1984     GOOD             NGS
 MT0269
 MT0269                          STATION DESCRIPTION
 MT0269
 MT0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0269'6.65 MI E FROM WELLS.
 MT0269'6.5 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0269'AVE. AND U.S. HIGHWAY 40 AT WELLS, THENCE 0.15 MILE SOUTH CROSS
 MT0269'COUNTRY TO TOP OF HILL, 167.0 FEET EAST OF NORTHEAST-SOUTHWEST POWER
 MT0269'LINE, 25.7 FEET SOUTH OF STATION MARK, SET IN A ROUND CONCRETE POST
 MT0269'PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 MT0269
 MT0269                          STATION RECOVERY (1984)
 MT0269
 MT0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0269'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.  ADD
 MT0269'9.45 KM (5.9 MI) EAST OF THE OVERPASS BRIDGE OVER US HIGHWAY 93 AT
 MT0269'WELLS.
 MT0269'THE MARK IS 8.2 METERS  S FROM A WITNESS POST.
 MT0269'THE MARK IS 0.3 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0334 ***********************************************************************
 JP0334  DESIGNATION -  CEDAR SPUR
 JP0334  PID         -  JP0334
 JP0334  STATE/COUNTY-  NV/WHITE PINE
 JP0334  USGS QUAD   -  KIOUS SPRING (1987)
 JP0334
 JP0334                         *CURRENT SURVEY CONTROL
 JP0334  ___________________________________________________________________
 JP0334* NAD 83(1994)-  38 56 39.06508(N)    114 09 10.73125(W)     ADJUSTED  
 JP0334* NAVD 88     -      2565.5    (meters)    8417.     (feet)  VERTCON   
 JP0334  ___________________________________________________________________
 JP0334  LAPLACE CORR-         -12.46  (seconds)                    DEFLEC99
 JP0334  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 JP0334
 JP0334  HORZ ORDER  -  SECOND
 JP0334
 JP0334.The horizontal coordinates were established by classical geodetic methods
 JP0334.and adjusted by the National Geodetic Survey in June 1998..
 JP0334
 JP0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0334
 JP0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0334
 JP0334.The geoid height was determined by GEOID03.
 JP0334
 JP0334;                    North         East     Units Scale Factor Converg.
 JP0334;SPC NV E     - 8,466,375.731   323,993.909   MT  1.00008926   +0 53 57.1
 JP0334;SPC NV E     -27,776,767.71  1,062,970.02   sFT  1.00008926   +0 53 57.1
 JP0334;UTM  11      - 4,314,437.795   746,743.469   MT  1.00034975   +1 47 25.6
 JP0334
 JP0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0334!SPC NV E     -   0.99960086  x   1.00008926  =   0.99969008
 JP0334!UTM  11      -   0.99960086  x   1.00034975  =   0.99995047
 JP0334
 JP0334|---------------------------------------------------------------------|
 JP0334| PID    Reference Object                     Distance      Geod. Az  |
 JP0334|                                                           dddmmss.s |
 JP0334| DC9936 CEDAR SPUR RM 1                       5.600 METERS 17741     |
 JP0334| KP0323 BALDY MTN CAIRN                     APPROX.17.0 KM 2995219.0 |
 JP0334| DC9937 CEDAR SPUR RM 2                      10.090 METERS 30139     |
 JP0334| DC9935 CEDAR SPUR AZ MK                                   3302722.3 |
 JP0334|---------------------------------------------------------------------|
 JP0334
 JP0334                          SUPERSEDED SURVEY CONTROL
 JP0334
 JP0334  NAD 83(1994)-  38 56 39.06504(N)    114 09 10.73127(W) AD(       ) 2
 JP0334  NAD 83(1986)-  38 56 39.06022(N)    114 09 10.73552(W) AD(       ) 2
 JP0334  NAD 27      -  38 56 39.24940(N)    114 09 07.76490(W) AD(       ) 2
 JP0334  NGVD 29 (07/19/86) 2564.2    (m)         8413.     (f) VERT ANG       
 JP0334
 JP0334.Superseded values are not recommended for survey control.
 JP0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0334.See file dsdata.txt to determine how the superseded data were derived.
 JP0334
 JP0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD4674314438(NAD 83)
 JP0334_MARKER: DS = TRIANGULATION STATION DISK
 JP0334_SETTING: 66 = SET IN ROCK OUTCROP
 JP0334
 JP0334  HISTORY     - Date     Condition        Report By
 JP0334  HISTORY     - 1957     MONUMENTED       CGS
 JP0334
 JP0334                          STATION DESCRIPTION
 JP0334
 JP0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JP0334'THE STATION IS LOCATED AIRLINE, ABOUT 6 MILES SOUTH-SOUTHWEST OF
 JP0334'BAKER AND ABOUT 6 MILES WEST OF GARRISON ON THE HIGHEST PART OF A
 JP0334'RIDGE WHICH IS BETWEEN FISH CREEK AND YOUNG CANYON.
 JP0334'
 JP0334'THE STATION IS A STANDARD DISK STAMPED CEDAR SPUR 1957 SET IN A
 JP0334'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6 INCHES
 JP0334'ABOVE THE GROUND.  IT IS ON THE HIGHEST ROCKY OUTCROPPING.
 JP0334'
 JP0334'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CEDAR SPUR NO
 JP0334'1 1957 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 JP0334'ABOUT 18 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION
 JP0334'AS THE STATION.
 JP0334'
 JP0334'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CEDAR SPUR
 JP0334'NO 2 1957 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 JP0334'ABOUT 2-1/2 FEET ABOVE THE GROUND AND IS ABOUT 6 FEET LOWER THAN
 JP0334'THE STATION.
 JP0334'
 JP0334'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CEDAR SPUR 1957 SET
 JP0334'IN A DRILL HOLE IN A LARGE MASS OF OUTCROPPING BEDROCK WHICH
 JP0334'PROJECTS ABOUT 6 FEET ABOVE THE GROUND.  IT IS ABOUT 250 YARDS
 JP0334'NORTHWEST OF THE CENTER LINE OF A TRACK ROAD Y-JUNCTION.
 JP0334'
 JP0334'TO REACH THE STATION FROM THE POST OFFICE IN BAKER, GO SOUTH
 JP0334'ON STATE HIGHWAY 73 FOR 0.8 MILE.  TURN RIGHT OFF THE
 JP0334'HIGHWAY ONTO A GRAVELED ROAD AND GO WEST FOR 0.8 MILE.  TAKE THE
 JP0334'LEFT FORK AS PER SIGN YOUNG CAN. AND FOLLOW THE TRACK ROAD
 JP0334'SOUTHERLY FOR 1.5 MILES.  TAKE THE LEFT FORK AND FOLLOW THE MAIN
 JP0334'TRAVELED TRACK ROAD SOUTHERLY FOR 1.4 MILES TO A SIDE ROAD,
 JP0334'LEFT, JUST BEFORE REACHING A CABIN.  TURN LEFT AND FOLLOW THE
 JP0334'TRACK SOUTHEASTERLY FOR 0.4 MILE TO A GATE.  PASS THROUGH
 JP0334'THE GATE AND CONTINUE SOUTHEASTERLY ON THE TRACK ROAD FOR 0.5
 JP0334'MILE TO THE END OF TRUCK TRAVEL AT A SMALL, LONE PINON PINE
 JP0334'TREE.  PACK SOUTH-SOUTHEASTERLY UP THE DRAW FOR ABOUT
 JP0334'0.8 MILE TO A SADDLE.  THEN LEFT, NORTHEASTERLY UP THE RIDGE
 JP0334'FOR ABOUT 0.4 MILE TO THE HIGHEST POINT OF THE MOUNTAIN
 JP0334'AND THE STATION.  THIS IS ABOUT A 2 HOUR PACK AND A TWO-WHEEL
 JP0334'DRIVE VEHICLE CAN REACH THE END OF TRUCK TRAVEL.
 JP0334'
 JP0334'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD, LEFT AND THE
 JP0334'CABIN MENTIONED IN THE DESCRIPTION, CONTINUE STRAIGHT AHEAD,
 JP0334'PASSING TO THE LEFT OF THE CABIN, SOUTHERLY ON THE TRACK ROAD
 JP0334'FOR 0.3 MILE TO A REVERSE Y-FORK AND THE END OF TRUCK TRAVEL
 JP0334'FOR A TWO-WHEEL DRIVE VEHICLE.  PACK NORTHWESTERLY, CROSS
 JP0334'COUNTRY THROUGH THE SAGEBRUSH FOR ABOUT 250 YARDS TO A LARGE
 JP0334'MASS OF OUTCROPPING BEDROCK AND THE AZIMUTH MARK.
 JP0334'
 JP0334'HEIGHT OF LIGHT ABOVE STATION MARK 1.69 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1128 ***********************************************************************
 FS1128  DESIGNATION -  CENTER
 FS1128  PID         -  FS1128
 FS1128  STATE/COUNTY-  NV/CLARK
 FS1128  USGS QUAD   -  BRIDGE CANYON (1981)
 FS1128
 FS1128                         *CURRENT SURVEY CONTROL
 FS1128  ___________________________________________________________________
 FS1128* NAD 83(1994)-  35 09 14.26615(N)    114 41 12.32937(W)     ADJUSTED  
 FS1128* NAVD 88     -       817.7    (meters)    2683.     (feet)  VERTCON   
 FS1128  ___________________________________________________________________
 FS1128  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 FS1128  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FS1128
 FS1128  HORZ ORDER  -  FIRST
 FS1128
 FS1128.The horizontal coordinates were established by classical geodetic methods
 FS1128.and adjusted by the National Geodetic Survey in June 1998..
 FS1128
 FS1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1128
 FS1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1128
 FS1128.The geoid height was determined by GEOID03.
 FS1128
 FS1128;                    North         East     Units Scale Factor Converg.
 FS1128;SPC NV E     - 8,045,179.038   281,686.068   MT  0.99998221   +0 30 58.5
 FS1128;SPC NV E     -26,394,891.56    924,165.04   sFT  0.99998221   +0 30 58.5
 FS1128;UTM  11      - 3,892,567.064   710,710.447   MT  1.00014721   +1 19 56.6
 FS1128
 FS1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1128!SPC NV E     -   0.99987633  x   0.99998221  =   0.99985854
 FS1128!UTM  11      -   0.99987633  x   1.00014721  =   1.00002352
 FS1128
 FS1128|---------------------------------------------------------------------|
 FS1128| PID    Reference Object                     Distance      Geod. Az  |
 FS1128|                                                           dddmmss.s |
 FS1128| CC4470 CENTER RM 2                           8.175 METERS 06137     |
 FS1128| CC4471 CENTER RM 3                                        0864503.7 |
 FS1128| FS1082 DAVIS DAM SO CAL EDISON STACK       APPROX. 8.8 KM 0960734.1 |
 FS1128| CC4469 CENTER RM 1                           8.283 METERS 31917     |
 FS1128|---------------------------------------------------------------------|
 FS1128
 FS1128                          SUPERSEDED SURVEY CONTROL
 FS1128
 FS1128  NAD 83(1992)-  35 09 14.26632(N)    114 41 12.32943(W) AD(1991.35) 1
 FS1128  NAD 83(1992)-  35 09 14.26610(N)    114 41 12.33009(W) AD(       ) 1
 FS1128  NAD 83(1986)-  35 09 14.27251(N)    114 41 12.32600(W) AD(       ) 1
 FS1128  NAD 27      -  35 09 14.27600(N)    114 41 09.43900(W) AD(       ) 1
 FS1128  NGVD 29 (07/19/86)  817.0    (m)         2680.     (f) VERT ANG       
 FS1128
 FS1128.Superseded values are not recommended for survey control.
 FS1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1128.See file dsdata.txt to determine how the superseded data were derived.
 FS1128
 FS1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1071092567(NAD 83)
 FS1128_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FS1128_SETTING: 66 = SET IN ROCK OUTCROP
 FS1128_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FS1128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1128+STABILITY: POSITION/ELEVATION WELL
 FS1128
 FS1128  HISTORY     - Date     Condition        Report By
 FS1128  HISTORY     - 1934     MONUMENTED       CGS
 FS1128  HISTORY     - 1948     GOOD             USGS
 FS1128  HISTORY     - 1970     GOOD             USGS
 FS1128  HISTORY     - 1973     GOOD             NGS
 FS1128
 FS1128                          STATION DESCRIPTION
 FS1128
 FS1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1128'THE STATION IS LOCATED ON THE HIGHEST POINT OF A RANGE OF LOW
 FS1128'HILLS ABOUT 3 MILES NW OF THE TOE OF THE LARGE BEND IN THE
 FS1128'COLORADO RIVER AT THE SOUTHERN END OF NEVADA, AND ABOUT 10
 FS1128'MILES N OF THE SOUTHERN TIP OF NEVADA STATE.
 FS1128'
 FS1128'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 FS1128'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FS1128'
 FS1128'REFERENCE MARK NO. 3 (AZIMUTH) IS 1/8 MILE E ON THE FIRST
 FS1128'SHARP PEAK.
 FS1128'
 FS1128'REACHED FROM NEEDLES AS FOLLOWS--GO W ON U.S. HIGHWAY 66,
 FS1128'9.1 MILES, TAKE RIGHT FORK (ROAD FOLLOWING RAILROAD TRACKS) 6.1
 FS1128'MILES, TURN RIGHT ON SEARCHLIGHT ROAD CROSSING THE RAILROAD
 FS1128'TRACKS AND GO 15.4 MILES (CROSSING THE NEVADA STATE LINE),
 FS1128'TO A SIGN READING NEEDLES 33, SEARCHLIGHT 22, LAS VEGAS 77,
 FS1128'TURN RIGHT OFF HIGHWAY AND GO 1.9 MILES TO THE TELEPHONE
 FS1128'LINE, KEEP STRAIGHT AHEAD 1.8 MILES, TAKE LEFT FORK 1.4 MILES,
 FS1128'GO STRAIGHT AHEAD ON MAIN-TRAVELED ROAD 1.5 MILES.  TURN RIGHT
 FS1128'OFF ROAD AND DRIVE UP WASH IN A SOUTHERLY DIRECTION AND GO
 FS1128'0.5 MILE TO THE END OF TRAVEL.  FROM HERE ON FOOT UP WASH TO
 FS1128'A LOW SADDLE (S) THENCE DUE S ON A LEVEL INTO ANOTHER WASH,
 FS1128'TURN RIGHT UP WASH IN A WESTERLY DIRECTION AND GO ABOUT
 FS1128'1/4 MILE, THEN UP THE PEAK TO THE LEFT OR S TO STATION.
 FS1128
 FS1128                          STATION RECOVERY (1948)
 FS1128
 FS1128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 FS1128'RECOVERED IN GOOD CONDITION.
 FS1128
 FS1128                          STATION RECOVERY (1970)
 FS1128
 FS1128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FS1128'STATION RECOVERED IN GOOD CONDITION.
 FS1128'
 FS1128'NEW TO REACH--FROM DAVIS DAM GO W ON NEVADA STATE HIGHWAY 77
 FS1128'FOR 9.0 MILES, TURN LEFT ON DIRT ROAD AND CROSS MAIN DRAIN,
 FS1128'TURN RIGHT AND GO UP WASH FOR 0.3 MILE, TURN LEFT UP SIDE
 FS1128'CANYON FOR 0.5 MILES, TURN LEFT OFF ROAD AND FOLLOW A SMALL
 FS1128'SIDE CANYON S FOR 0.1 MILE TO END OF TRUCK TRAVEL.  PACK
 FS1128'S UP CANYON TO SADDLE, CROSS THE NEXT DRAIN TO S AND FOLLOW
 FS1128'RIDGE SE TO SECOND TOP AND STATION.  ABOUT A 40 MINUTE PACK.
 FS1128'
 FS1128'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--REACHED FROM
 FS1128'NEEDLES AS FOLLOWS--GO W ON HWY 66 FOR 9.1 MILES.
 FS1128
 FS1128                          STATION RECOVERY (1973)
 FS1128
 FS1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 FS1128'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 FS1128'RECOVERED AS DESCRIBED IN 1934.  OWING TO ROAD CHANGES IN THE
 FS1128'AREA A NEW ROUTE TO THE STATION FOLLOWS.
 FS1128'
 FS1128'TO REACH THE STATION FROM THE ARIZONA-NEVADA STATE LINE ON
 FS1128'THE DAVIS DAM, GO WEST ALONG NEVADA HIGHWAY 77 FOR 10.5 MILES
 FS1128'TO A SIDE ROAD LEFT AT A CORRAL.  THE HIGHWAY TURNS FROM SOUTH
 FS1128'TO WEST AT THIS POINT.  TURN LEFT ON TRACK ROAD FOR ABOUT 100
 FS1128'YARDS TO CORRAL AND END OF TRUCK TRAVEL.  PACK SOUTH OVER THE
 FS1128'FIRST LOW RIDGE INTO THE MAIN WASH, CONTINUE UP THE WASH FOR A
 FS1128'FEW TENTHS OF A MILE TO A SIDE WASH ON THE LEFT WHICH IS
 FS1128'STAINED WHITE ON THE ROCK CLIFF.  LEAVE THE WASH IN THIS AREA
 FS1128'AND PACK SOUTH ALONG THE RIDGE AND THROUGH THE FIRST SADDLE,
 FS1128'CONTINUE SOUTH DOWN A RIDGE AND CROSS A WASH.  PACK SOUTH
 FS1128'UP A WASH AND CROSS ONTO THE PEAK WITH RIMROCK NEAR THE
 FS1128'TOP, BEAR LEFT TO THE NEXT PEAK AND THE STATION.  ABOUT AN
 FS1128'HOUR AND A HALF PACK WITH A LOAD.
 FS1128'
 FS1128'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FS1128'
 FS1128'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES
 FS1128'WEST OF BULLHEAD CITY, AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1183 ***********************************************************************
 FS1183  DESIGNATION -  CENTER
 FS1183  PID         -  FS1183
 FS1183  STATE/COUNTY-  NV/CLARK
 FS1183  USGS QUAD   -  SLOAN (1989)
 FS1183
 FS1183                         *CURRENT SURVEY CONTROL
 FS1183  ___________________________________________________________________
 FS1183* NAD 83(1994)-  35 53 15.21298(N)    115 12 25.43870(W)     ADJUSTED  
 FS1183* NAVD 88     -      1161.1    (meters)    3809.     (feet)  VERTCON   
 FS1183  ___________________________________________________________________
 FS1183  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 FS1183  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FS1183
 FS1183  HORZ ORDER  -  SECOND
 FS1183
 FS1183.The horizontal coordinates were established by classical geodetic methods
 FS1183.and adjusted by the National Geodetic Survey in June 1998..
 FS1183
 FS1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1183
 FS1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1183
 FS1183.The geoid height was determined by GEOID03.
 FS1183
 FS1183;                    North         East     Units Scale Factor Converg.
 FS1183;SPC NV E     - 8,126,260.901   233,970.396   MT  0.99991421   +0 13 14.0
 FS1183;SPC NV E     -26,660,907.64    767,617.87   sFT  0.99991421   +0 13 14.0
 FS1183;UTM  11      - 3,972,961.796   661,830.262   MT  0.99992271   +1 03 04.5
 FS1183
 FS1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1183!SPC NV E     -   0.99982220  x   0.99991421  =   0.99973643
 FS1183!UTM  11      -   0.99982220  x   0.99992271  =   0.99974493
 FS1183
 FS1183|---------------------------------------------------------------------|
 FS1183| PID    Reference Object                     Distance      Geod. Az  |
 FS1183|                                                           dddmmss.s |
 FS1183| CC4472 CENTER RM 1                           4.301 METERS 14934     |
 FS1183| FS1179 ERIE                                APPROX. 4.1 KM 2315636.2 |
 FS1183| CC4473 CENTER RM 2                           4.865 METERS 24024     |
 FS1183|---------------------------------------------------------------------|
 FS1183
 FS1183                          SUPERSEDED SURVEY CONTROL
 FS1183
 FS1183  NAD 83(1992)-  35 53 15.20970(N)    115 12 25.43839(W) AD(1991.35) 2
 FS1183  NAD 83(1992)-  35 53 15.20915(N)    115 12 25.44426(W) AD(       ) 2
 FS1183  NAD 83(1992)-  35 53 15.20787(N)    115 12 25.44332(W) AD(       ) 2
 FS1183  NAD 83(1986)-  35 53 15.20626(N)    115 12 25.43279(W) AD(       ) 2
 FS1183  NAD 27      -  35 53 15.28670(N)    115 12 22.46040(W) AD(       ) 2
 FS1183  NGVD 29 (07/19/86) 1160.3    (m)         3807.     (f) VERT ANG       
 FS1183
 FS1183.Superseded values are not recommended for survey control.
 FS1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1183.See file dsdata.txt to determine how the superseded data were derived.
 FS1183
 FS1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6183072962(NAD 83)
 FS1183_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FS1183_SETTING: 66 = SET IN ROCK OUTCROP
 FS1183
 FS1183  HISTORY     - Date     Condition        Report By
 FS1183  HISTORY     - 1958     MONUMENTED       CGS
 FS1183
 FS1183                          STATION DESCRIPTION
 FS1183
 FS1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS1183'THE STATION IS ON THE SUMMIT OF A HIGH ROCKY HILL AT THE
 FS1183'SOUTHWEST END OF A SERIES OF PROMINENT HILLS ABOUT 3/4 MILE
 FS1183'EAST OF U.S. HIGHWAY 91 AND 3-1/4 MILES SOUTH-SOUTHEAST OF
 FS1183'SLOAN SERVICE STATION, WHICH IS 11.9 MILES SOUTH ALONG U.S.
 FS1183'HIGHWAY 91 FROM THE JUNCTION WITH BOND ROAD AT THE TROPICANA
 FS1183'HOTEL (NEAR THE SOUTH END OF THE LAS VEGAS STRIP).
 FS1183'
 FS1183'THE STATION HILL, FROM THE HIGHWAY, APPEARS CONE-SHAPED AND
 FS1183'IS ABOUT 0.3 MILE SOUTH-SOUTHWEST OF A SHARP ROCKY PEAK WHICH
 FS1183'IS THE HIGHEST OF THE GROUP OF HILLS.  A LARGE CAIRN ABOUT
 FS1183'4 FEET HIGH IS AT THE STATION SITE AND IS VISIBLE FROM THE
 FS1183'HIGHWAY.
 FS1183'
 FS1183'TO REACH FROM SLOAN SERVICE STATION, GO SOUTHWEST ON U.S.
 FS1183'HIGHWAY 91 FOR 3.1 MILES.  THE STATION HILL IS DIRECTLY EAST
 FS1183'OF THIS POINT.  WITH A 4-WHEEL DRIVE VEHICLE, GO EAST ACROSS
 FS1183'COUNTRY FOR ABOUT 1/2 MILE TO A WASH AT THE WEST BASE OF THE
 FS1183'RIDGE.  PACK EAST UP STEEP ROCKY SLOPE TO CREST OF RIDGE, THENCE
 FS1183'SOUTH TO SUMMIT AND STATION.  ABOUT A 30-MINUTE PACK.
 FS1183'
 FS1183'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 FS1183'IN DRILL HOLES IN ROCK.
 FS1183'
 FS1183'THE STATION MARK, STAMPED CENTER 1958, IS IN OUTCROP PROJECTING
 FS1183'ABOUT 3 INCHES AND IS 6 FEET EAST OF THE APPROXIMATE CENTER
 FS1183'OF THE CAIRN.
 FS1183'
 FS1183'REFERENCE MARK 1, STAMPED CENTER NO 1 1958, IS IN A ROCK
 FS1183'ABOUT 3 FEET LOWER THAN THE STATION.
 FS1183'
 FS1183'REFERENCE MARK 2, STAMPED CENTER NO 2 1958, IS IN OUTCROP ABOUT
 FS1183'FLUSH WITH THE GROUND AND ABOUT THE SAME ELEVATION AS THE
 FS1183'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0868 ***********************************************************************
 LR0868  DESIGNATION -  CENTER MICROWAVE SSW WINNEMUCA
 LR0868  PID         -  LR0868
 LR0868  STATE/COUNTY-  NV/PERSHING
 LR0868  USGS QUAD   -  NATCHEZ PASS (1990)
 LR0868
 LR0868                         *CURRENT SURVEY CONTROL
 LR0868  ___________________________________________________________________
 LR0868* NAD 83(1994)-  40 44 45.87572(N)    117 51 35.96891(W)     ADJUSTED  
 LR0868* NAVD 88     -                                                        
 LR0868  ___________________________________________________________________
 LR0868  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 LR0868  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 LR0868
 LR0868  HORZ ORDER  -  THIRD
 LR0868
 LR0868.The horizontal coordinates were established by classical geodetic methods
 LR0868.and adjusted by the National Geodetic Survey in June 1998..
 LR0868
 LR0868
 LR0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0868
 LR0868.The geoid height was determined by GEOID03.
 LR0868
 LR0868;                    North         East     Units Scale Factor Converg.
 LR0868;SPC NV W     - 4,665,701.533   861,085.605   MT  0.99994591   +0 28 19.7
 LR0868;SPC NV W     -15,307,389.11  2,825,078.36   sFT  0.99994591   +0 28 19.7
 LR0868;UTM  11      - 4,510,925.439   427,396.142   MT  0.99966488   -0 33 40.9
 LR0868
 LR0868                          SUPERSEDED SURVEY CONTROL
 LR0868
 LR0868  NAD 83(1986)-  40 44 45.88102(N)    117 51 35.96385(W) AD(       ) 4
 LR0868  NAD 27      -  40 44 46.22400(N)    117 51 32.48400(W) AD(       ) 3
 LR0868
 LR0868.Superseded values are not recommended for survey control.
 LR0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0868.See file dsdata.txt to determine how the superseded data were derived.
 LR0868
 LR0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF2739610925(NAD 83)
 LR0868_MARKER: 45 = MICROWAVE TOWER
 LR0868
 LR0868  HISTORY     - Date     Condition        Report By
 LR0868  HISTORY     - 1958     FIRST OBSERVED   CGS
 LR0868
 LR0868                          STATION DESCRIPTION
 LR0868
 LR0868'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0722 ***********************************************************************
 KR0722  DESIGNATION -  CENTRAL
 KR0722  PID         -  KR0722
 KR0722  STATE/COUNTY-  NV/WASHOE
 KR0722  USGS QUAD   -  DERBY DAM (1985)
 KR0722
 KR0722                         *CURRENT SURVEY CONTROL
 KR0722  ___________________________________________________________________
 KR0722* NAD 83(1994)-  39 35 22.99344(N)    119 24 08.82750(W)     ADJUSTED  
 KR0722* NAVD 88     -      1297.223  (meters)    4255.97   (feet)  ADJUSTED  
 KR0722  ___________________________________________________________________
 KR0722  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 KR0722  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KR0722  DYNAMIC HT  -        1296.077 (meters)    4252.21  (feet)  COMP
 KR0722  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 KR0722
 KR0722  HORZ ORDER  -  SECOND
 KR0722  VERT ORDER  -  SECOND    CLASS 0
 KR0722
 KR0722.The horizontal coordinates were established by classical geodetic methods
 KR0722.and adjusted by the National Geodetic Survey in June 1998..
 KR0722
 KR0722.The orthometric height was determined by differential leveling
 KR0722.and adjusted by the National Geodetic Survey in June 1991..
 KR0722
 KR0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0722
 KR0722.The geoid height was determined by GEOID03.
 KR0722
 KR0722.The dynamic height is computed by dividing the NAVD 88
 KR0722.geopotential number by the normal gravity value computed on the
 KR0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0722.degrees latitude (g = 980.6199 gals.).
 KR0722
 KR0722.The modeled gravity was interpolated from observed gravity values.
 KR0722
 KR0722;                    North         East     Units Scale Factor Converg.
 KR0722;SPC NV W     - 4,537,383.882   729,642.046   MT  0.99996093   -0 31 19.3
 KR0722;SPC NV W     -14,886,400.29  2,393,833.95   sFT  0.99996093   -0 31 19.3
 KR0722;UTM  11      - 4,384,979.141   293,693.886   MT  1.00012405   -1 31 53.7
 KR0722
 KR0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0722!SPC NV W     -   0.99980028  x   0.99996093  =   0.99976121
 KR0722!UTM  11      -   0.99980028  x   1.00012405  =   0.99992430
 KR0722
 KR0722|---------------------------------------------------------------------|
 KR0722| PID    Reference Object                     Distance      Geod. Az  |
 KR0722|                                                           dddmmss.s |
 KR0722| KR0721 CENTRAL RM 1                          9.561 METERS 25857     |
 KR0722| KR1588 DAM                                 APPROX. 3.6 KM 2725454.5 |
 KR0722| KR1599 CENTRAL ROW MARK                      5.753 METERS 33537     |
 KR0722|---------------------------------------------------------------------|
 KR0722
 KR0722                          SUPERSEDED SURVEY CONTROL
 KR0722
 KR0722  NAD 83(1992)-  39 35 23.00013(N)    119 24 08.81833(W) AD(       ) 2
 KR0722  NAD 83(1986)-  39 35 23.00066(N)    119 24 08.80828(W) AD(       ) 2
 KR0722  NAD 27      -  39 35 23.31540(N)    119 24 05.17800(W) AD(       ) 2
 KR0722  NGVD 29 (??/??/92) 1296.209  (m)         4252.65   (f) ADJ UNCH    2 0
 KR0722
 KR0722.Superseded values are not recommended for survey control.
 KR0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0722.See file dsdata.txt to determine how the superseded data were derived.
 KR0722
 KR0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD9369484979(NAD 83)
 KR0722_MARKER: DS = TRIANGULATION STATION DISK
 KR0722_SETTING: 66 = SET IN ROCK OUTCROP
 KR0722_SP_SET: ROCK OUTCROP
 KR0722_STAMPING: CENTRAL 1958
 KR0722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0722+STABILITY: POSITION/ELEVATION WELL
 KR0722
 KR0722  HISTORY     - Date     Condition        Report By
 KR0722  HISTORY     - 1958     MONUMENTED       CGS
 KR0722  HISTORY     - 1958     GOOD             CGS
 KR0722
 KR0722                          STATION DESCRIPTION
 KR0722
 KR0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR0722'THE STATION IS 7 MILES SOUTHWEST OF WADSWORTH ALONG U.S. HIGHWAY
 KR0722'40 ON THE SOUTH SIDE OF THE HIGHWAY ON A POINT OF ROCK OUTCROP
 KR0722'OVER LOOKING THE RAILROAD TRACKS, ABOUT 100 FEET NORTH AND
 KR0722'30 FEET ABOVE SAME.  THE STATION WILL BE 100 YARDS SOUTH
 KR0722'AND 50 FEET LOWER THAN THE NEW ALIGNMENT OF THE NEW HIGHWAY
 KR0722'AND JUST SOUTH OF A LARGE CUT ALONG SAME.
 KR0722'
 KR0722'THE STATION MARK IS A STANDARD DISK SET IN ROCK OUTCROP FLUSH
 KR0722'WITH THE SLOPE OF THE RIDGE AND STAMPED CENTRAL 1958.
 KR0722'
 KR0722'REFERENCE MARK 1 IS A STANDARD DISK SET IN ROCK OUTCROP
 KR0722'PROJECTING 18 INCHES AND STAMPED CENTRAL NO 1 1958.
 KR0722'
 KR0722'REFERENCE MARK 2 IS AN 8 INCH SQUARE CONCRETE POST WITH STEEL
 KR0722'PIN IN ITS CENTER.  IT IS A NEVADA HIGHWAY DEPARTMENT RIGHT OF
 KR0722'WAY MARKER PROJECTING 8 INCHES AND IS 2-1/2 FEET LOWER THAN
 KR0722'THE STATION.
 KR0722'
 KR0722'TO REACH FROM THE POST OFFICE IN WADSWORTH GO WEST AND SOUTHWEST
 KR0722'ON U.S. HIGHWAY 40 FOR 7.2 MILES TO A DEEP CUT.  THE STATION
 KR0722'SITE IS ABOUT 100 YARDS SOUTH OF THE HIGHWAY ON THE NOSE OF THE
 KR0722'RIDGE OVER LOOKING THE RAILROAD TRACKS.
 KR0722
 KR0722                          STATION RECOVERY (1958)
 KR0722
 KR0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KR0722'6.75 MI E FROM 102 RANCH.
 KR0722'6.75 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH TO A GRADE IN
 KR0722'HIGHWAY, 84.7 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 36.7 FEET
 KR0722'SOUTH OF A FENCELINE, 31.75 FEET NORTHEAST OF R.M. 1, 11.4 FEET WEST
 KR0722'OF A CONCRETE WITNESS POST, SET IN A DRILL HOLE IN A ROCK OUTCROP
 KR0722'PROJECTING 2 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0721 ***********************************************************************
 KR0721  DESIGNATION -  CENTRAL RM 1
 KR0721  PID         -  KR0721
 KR0721  STATE/COUNTY-  NV/WASHOE
 KR0721  USGS QUAD   -  DERBY DAM (1985)
 KR0721
 KR0721                         *CURRENT SURVEY CONTROL
 KR0721  ___________________________________________________________________
 KR0721* NAD 83(1986)-  39 35 23.     (N)    119 24 09.     (W)     SCALED    
 KR0721* NAVD 88     -      1295.727  (meters)    4251.06   (feet)  ADJUSTED  
 KR0721  ___________________________________________________________________
 KR0721  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KR0721  DYNAMIC HT  -        1294.583 (meters)    4247.31  (feet)  COMP
 KR0721  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 KR0721
 KR0721  VERT ORDER  -  SECOND    CLASS 0
 KR0721
 KR0721.The horizontal coordinates were scaled from a topographic map and have
 KR0721.an estimated accuracy of +/- 6 seconds.
 KR0721
 KR0721.The orthometric height was determined by differential leveling
 KR0721.and adjusted by the National Geodetic Survey in June 1991..
 KR0721
 KR0721.The geoid height was determined by GEOID03.
 KR0721
 KR0721.The dynamic height is computed by dividing the NAVD 88
 KR0721.geopotential number by the normal gravity value computed on the
 KR0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0721.degrees latitude (g = 980.6199 gals.).
 KR0721
 KR0721.The modeled gravity was interpolated from observed gravity values.
 KR0721
 KR0721;                    North         East    Units  Estimated Accuracy
 KR0721;SPC NV W     - 4,537,380.      729,640.      MT  (+/- 180 meters Scaled)
 KR0721
 KR0721                          SUPERSEDED SURVEY CONTROL
 KR0721
 KR0721  NGVD 29 (??/??/92) 1294.713  (m)         4247.74   (f) ADJ UNCH    2 0
 KR0721
 KR0721.Superseded values are not recommended for survey control.
 KR0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0721.See file dsdata.txt to determine how the superseded data were derived.
 KR0721
 KR0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD936849(NAD 83)
 KR0721_MARKER: DR = REFERENCE MARK DISK
 KR0721_SETTING: 66 = SET IN ROCK OUTCROP
 KR0721_SP_SET: ROCK OUTCROP
 KR0721_STAMPING: CENTRAL NO 1 1958
 KR0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0721+STABILITY: POSITION/ELEVATION WELL
 KR0721
 KR0721  HISTORY     - Date     Condition        Report By
 KR0721  HISTORY     - 1958     MONUMENTED       CGS
 KR0721
 KR0721                          STATION DESCRIPTION
 KR0721
 KR0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0721'6.75 MI E FROM 102 RANCH.
 KR0721'6.75 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH, 104.5 FEET
 KR0721'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 61.5 FEET SOUTH OF A
 KR0721'FENCELINE, 31.75 FEET SOUTHWEST OF STATION MARK, 25.9 FEET EAST OF A
 KR0721'TELEPHONE POLE, SET IN A DRILL HOLE IN A ROCK OUTCROP PROJECTING 12
 KR0721'INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1762 ***********************************************************************
 KR1762  CBN         -  This is a Cooperative Base Network Control Station.
 KR1762  DESIGNATION -  CHALK BLUFF RESET
 KR1762  PID         -  KR1762
 KR1762  STATE/COUNTY-  NV/WASHOE
 KR1762  USGS QUAD   -  RENO (1982)
 KR1762
 KR1762                         *CURRENT SURVEY CONTROL
 KR1762  ___________________________________________________________________
 KR1762* NAD 83(1999)-  39 30 48.47138(N)    119 52 32.65197(W)     ADJUSTED  
 KR1762* NAVD 88     -      1504.4    (meters)    4936.     (feet)  GPS OBS   
 KR1762  ___________________________________________________________________
 KR1762  EPOCH DATE  -        1999.37
 KR1762  X           -  -2,454,936.066 (meters)                     COMP
 KR1762  Y           -  -4,273,451.439 (meters)                     COMP
 KR1762  Z           -   4,037,398.922 (meters)                     COMP
 KR1762  LAPLACE CORR-          -6.10  (seconds)                    DEFLEC99
 KR1762  ELLIP HEIGHT-        1480.58  (meters)          (05/16/00) GPS OBS
 KR1762  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 KR1762
 KR1762  HORZ ORDER  -  A
 KR1762  ELLP ORDER  -  FOURTH    CLASS I
 KR1762
 KR1762.The horizontal coordinates were established by GPS observations
 KR1762.and adjusted by the National Geodetic Survey in May 2000..
 KR1762.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KR1762.DATUM ITEM on the data sheet items page.
 KR1762.The horizontal coordinates are valid at the epoch date displayed above.
 KR1762.The epoch date for horizontal control is a decimal equivalence
 KR1762.of Year/Month/Day.
 KR1762
 KR1762.The orthometric height was determined by GPS observations and a
 KR1762.high-resolution geoid model.
 KR1762
 KR1762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KR1762
 KR1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1762
 KR1762.The ellipsoidal height was determined by GPS observations
 KR1762.and is referenced to NAD 83.
 KR1762
 KR1762.The geoid height was determined by GEOID03.
 KR1762
 KR1762;                    North         East     Units Scale Factor Converg.
 KR1762;SPC NV W     - 4,529,395.354   688,866.721   MT  1.00005201   -0 49 20.6
 KR1762;SPC NV W     -14,860,191.26  2,260,056.90   sFT  1.00005201   -0 49 20.6
 KR1762;SPC CA 2     -   707,142.455 2,182,652.778   MT  0.99994262   +1 20 21.4
 KR1762;SPC CA 2     - 2,320,016.54  7,160,919.99   sFT  0.99994262   +1 20 21.4
 KR1762;UTM  11      - 4,377,708.126   252,774.738   MT  1.00035258   -1 49 50.3
 KR1762
 KR1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1762!SPC NV W     -   0.99976777  x   1.00005201  =   0.99981977
 KR1762!SPC CA 2     -   0.99976777  x   0.99994262  =   0.99971040
 KR1762!UTM  11      -   0.99976777  x   1.00035258  =   1.00012027
 KR1762
 KR1762|---------------------------------------------------------------------|
 KR1762| PID    Reference Object                     Distance      Geod. Az  |
 KR1762|                                                           dddmmss.s |
 KR1762| DB6997 CHALK BLUFF RP 3 RIVET               17.300 METERS 02108     |
 KR1762| DB6998 CHALK BLUFF RP 4 RIVET               15.370 METERS 10012     |
 KR1762| DB6995 CHALK BLUFF RM 1                     18.516 METERS 20723     |
 KR1762| DB6994 CHALK BLUFF AZ MK                                  2572517.6 |
 KR1762| DB6996 CHALK BLUFF RM 2                     26.889 METERS 27436     |
 KR1762|---------------------------------------------------------------------|
 KR1762
 KR1762                          SUPERSEDED SURVEY CONTROL
 KR1762
 KR1762  NAD 83(1994)-  39 30 48.46980(N)    119 52 32.64895(W) AD(       ) B
 KR1762  ELLIP H (03/30/95) 1480.67   (m)                       GP(       ) 4 1
 KR1762  ELLIP H (07/08/94) 1480.87   (m)                       GP(       ) 5 1
 KR1762  NAD 83(1992)-  39 30 48.47210(N)    119 52 32.64235(W) AD(       ) 1
 KR1762  NAD 83(1986)-  39 30 48.47044(N)    119 52 32.63746(W) AD(       ) 1
 KR1762  NAD 27      -  39 30 48.79400(N)    119 52 28.93600(W) AD(       ) 1
 KR1762  NGVD 29 (07/08/94) 1503.6    (m)         4933.     (f) GPS OBS        
 KR1762
 KR1762.Superseded values are not recommended for survey control.
 KR1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1762.See file dsdata.txt to determine how the superseded data were derived.
 KR1762
 KR1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5277577708(NAD 83)
 KR1762_MARKER: DH = HORIZONTAL CONTROL DISK
 KR1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1762_SP_SET: CONCRETE POST
 KR1762_STAMPING: CHALK BLUFF 1934 1958
 KR1762_MARK LOGO: CGS   
 KR1762_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1762+STABILITY: SURFACE MOTION
 KR1762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1762+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 KR1762
 KR1762  HISTORY     - Date     Condition        Report By
 KR1762  HISTORY     - 1934     MONUMENTED       CGS
 KR1762  HISTORY     - 1944     SEE DESCRIPTION  CGS
 KR1762  HISTORY     - 1946     SEE DESCRIPTION  CGS
 KR1762  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KR1762  HISTORY     - 1958     GOOD             CGS
 KR1762  HISTORY     - 19920617 GOOD             NOS
 KR1762  HISTORY     - 19940620 GOOD             NGS
 KR1762  HISTORY     - 19991005 GOOD             NGS
 KR1762  HISTORY     - 20030908 GOOD             USPSQD
 KR1762
 KR1762                          STATION DESCRIPTION
 KR1762
 KR1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LHT)
 KR1762'ABOUT 3 MILES W OF RENO ALONG U.S. HIGHWAY 40, N OF HUNTER
 KR1762'CREEK RESERVOIR, ABOUT 500 FEET N OF THE KIBBLE RANCH (HIGHLAND
 KR1762'DITCH WHICH FLOWS THROUGH RANCH), AND ABOUT 100 FEET W OF THE
 KR1762'E END OF A LARGE FLAT BUTTE CALLED CHALK BLUFF.
 KR1762'
 KR1762'STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK
 KR1762'IN BLACK BASALT ROCK, PROJECTING 3 INCHES ABOVE GROUND, AND
 KR1762'IS MARKED BY A ROCK CAIRN.
 KR1762
 KR1762                          STATION RECOVERY (1944)
 KR1762
 KR1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 KR1762'STATION IS ABOUT 1/4 MILE N OF U.S. HIGHWAY 40.  A SMALL
 KR1762'SCATTERING OF ROCKS (THE STONES OF THE CAIRN) SURROUND THE
 KR1762'STATION MARK.
 KR1762'
 KR1762'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 40
 KR1762'AND 395 IN RENO, GO W ON HIGHWAY 40 FOR 3.55 MILES TO DIRT
 KR1762'ROAD LEADING RIGHT UP CANYON AT ZACK MARTIN MAIL BOX.  TURN
 KR1762'RIGHT AND FOLLOW THIS DIRT ROAD UPGRADE 0.3 MILE TO FORK AND
 KR1762'BOARD BRIDGE AT GATE IN WIRE FENCE.  FROM HERE CLIMB TO TOP OF
 KR1762'HILL TO W.
 KR1762'
 KR1762'STATION OCCUPIED FOR ZENITH DISTANCES ONLY.
 KR1762
 KR1762                          STATION RECOVERY (1946)
 KR1762
 KR1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 KR1762'LOCATED ON THE EASTERN EDGE OF A LOW FLAT BLUFF JUST NORTH
 KR1762'OF U.S. 40, ABOUT THREE AND ONE HALF MILES AIRLINE WEST OF
 KR1762'RENO.  STATION IS STANDARD U.S. COAST AND GEODETIC AND STATE
 KR1762'SURVEY DISK SET IN SMALL BOULDER WHICH PROJECTS ABOUT EIGHT
 KR1762'INCHES ABOVE GROUND LEVEL AND IS STAMPED CHALK BLUFF 1934
 KR1762'IS ABOUT NINETY FEET NORTH OF THE SOUTH EDGE OF THE BLUFF AND
 KR1762'ABOUT ONE HUNDRED FEET WEST OF THE EAST EDGE.
 KR1762'
 KR1762'R.M. NO 1 IS A MONEL RIVET SET IN DRILL HOLE IN BOULDER WHICH
 KR1762'PROJECTS ABOUT SIX INCHES ABOVE GROUND LEVEL, IS ABOUT 57
 KR1762'FEET NORTH-NORTHEAST OF STATION AND ABOUT 120 FEET SOUTHWEST
 KR1762'OF SHOULDER OF HILL AND ABOUT THE SAME LEVEL AS STATION.
 KR1762'SMALL PIN PRICK IN RIVET TOP.
 KR1762'
 KR1762'R.M. NO 2 IS MONEL RIVET SET IN DRILL HOLE IN BOULDER WHICH
 KR1762'PROJECTS ABOUT SIX INCHES ABOVE GROUND LEVEL AND IS ABOUT
 KR1762'50 FEET EAST-SOUTHEAST OF STATION, ABOUT THE SAME LEVEL AS
 KR1762'STATION, SMALL PIN PRICK IN TOP.
 KR1762'
 KR1762'R.M. NO 3 IS STANDARD REFERENCE DISK AND SET IN BOULDER WHICH
 KR1762'PROJECTS ABOUT 4 INCHES ABOVE GROUND LEVEL AND ABOUT 50 FEET
 KR1762'SOUTH WEST OF STATION AND ABOUT 60 FEET NORTH OF THE SOUTH
 KR1762'EDGE OF THE HILL.  IS STAMPED CHALK BLUFF NO 3 1946 NOTE 12 C.
 KR1762'
 KR1762'R.M. NO 4 IS STANDARD REFERENCE MARK DISK SET IN BOULDER ABOUT
 KR1762'88 FEET WEST-NORTHWEST OF STATION, NOTE 12C, STAMPED CHALK
 KR1762'BLUFF NO 1946
 KR1762'
 KR1762'AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF STATION.  IS STANDARD
 KR1762'DISK AND STAMPED CHALK BLUFF 1946.  SET IN BOULDER WHICH
 KR1762'PROJECTS ABOUT THREE INCHES ABOVE THE GROUND LEVEL.
 KR1762'APPROXIMATELY THE SAME LEVEL AS THE STATION
 KR1762'
 KR1762'REACHED FROM THE INTERSECTION OF U.S. 40 AND U.S. 395 IN RENO
 KR1762'BY GOING WEST ON 40 FOR ABOUT 4.1 MILES TO A REVERSE Y TURN
 KR1762'RIGHT ON GRAVEL ROAD AND PARELLEL THE HIGHWAY BACK TOWARD
 KR1762'RENO ONLY ON THE NORTH SIDE OF A FENCE FOR ABOUT 0.4 MILE TO
 KR1762'SMALL BUILDINGS AND BRIDGE ACROSS AN IRRIGATION DITCH, TURN
 KR1762'LEFT ACROSS DITCH AND THROUGH GATE AND GO 0.1 MILE TO THE
 KR1762'HIGHEST PART OF HILL AND STATION.
 KR1762'
 KR1762'NOTE--THIS STATION WAS FIRST ESTABLISHED BY THE WPA PROGRAM
 KR1762'IN 1934 AND TIED INTO THE NATIONAL NETWORK OF THE TRIANGLATION.
 KR1762
 KR1762                          STATION RECOVERY (1958)
 KR1762
 KR1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WH)
 KR1762'STATION RECOVERED, AND BECAUSE THE MARK WAS NOT OF A PERMAMENT
 KR1762'NATURE, NEW SURFACE MARK WITH UNDERGROUND MARK SET IN ORIGINAL
 KR1762'LOCATION.  REFERENCE AND AZIMUTH MARKS RECOVERED IN GOOD
 KR1762'CONDITION.  CONFUSION EXISTS IN THE LISTING AND NUMBERING
 KR1762'OF THE REFERENCE MARKS AS PREVIOUSLY DESCRIBED.  THE TWO
 KR1762'STANDARD DISKS, REFERENCE MARKS ARE STAMPED NO 1 AND NO 2,
 KR1762'AND SO THE 2 BOLTS WILL BE IDENTIFIED AS NO 3 AND NO 4.
 KR1762'STATION IS ON THE EASTERN END OF A LOW FLAT GRASSY BLUFF JUST
 KR1762'NORTH OF U.S. HIGHWAY 40, ABOUT 3-1/2 MILES WEST OF RENO.
 KR1762'
 KR1762'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 395 IN RENO,
 KR1762'CONTINUE WEST ON HWY. 40 FOR 5 MILES TO A SIDE ROAD RIGHT AT
 KR1762'SIGN MESA PARK.  TURN RIGHT ON GRADED ROAD NORTHERLY FOR 0.45
 KR1762'MILE TO A CROSSROAD, KEEP STRAIGHT AHEAD AND NORTH ON A TRACK
 KR1762'ROAD FOR 0.15 MILE TO A TRACK CROSSROAD.  TURN RIGHT, EAST,
 KR1762'THROUGH GATE AND FOLLOW ALONG THE POWER LINE ROAD EASTERLY
 KR1762'FOR 0.9 MILE TO A POINT JUST AFTER COMING UP OUT OF A CANYON
 KR1762'AT POWER POLE NO. 21720.  TURN RIGHT AND FOLLOW TRACKS
 KR1762'SOUTHERLY ACROSS THE FLAT AND UPON THE RIDGE, THEN BEAR LEFT
 KR1762'AND FOLLOW CREST OF THE RIDGE EASTERLY TO THE EAST END OF
 KR1762'RIDGE AND STATION SITE, A TOTAL DISTANCE OF 1 MILE FROM THE
 KR1762'POWER POLE.
 KR1762'
 KR1762'THE SURFACE AND UNDERGROUND MARKS (NOTES 1B AND 7A) ARE STANDARD
 KR1762'DISKS, STATION MARK IN A CONCRETE POST PROJECTING 3 INCHES,
 KR1762'STAMPED CHALK BLUFF 1934 1958.  IT IS ABOUT 90 FEET NORTH AND
 KR1762'100 FEET WEST FROM EDGES OF THE BLUFF.
 KR1762'
 KR1762'THE AZIMUTH MARK (17C) STAMPED CHALK BLUFF 1946, IS IN A
 KR1762'SMALL BOULDER PROJECTING 3 INCHES AND NEAR THE SOUTH EDGE
 KR1762'OF FLAT RIDGE, WITH A PILE OF ROCK ALONG SIDE.
 KR1762'
 KR1762'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN SMALL
 KR1762'BOULDERS PROJECTING 4-INCHES AND STAMPED CHALK BLUFF NO 1
 KR1762'AND NO 2 RESPECTIVELY.
 KR1762'
 KR1762'REFERENCE MARKS 3 AND 4 ARE ROUND-HEADED MONEL RIVETS SET
 KR1762'IN SMALL BOULDERS, PROJECT 6-INCHES.  ALL MARKS ARE NEAR THE
 KR1762'SAME ELEVATION AS THE STATION MARK.
 KR1762'
 KR1762'MEASURED DISTANCES AND DIRECTIONS TO THE RESPECTIVE MARKS
 KR1762'ARE IN ACCEPTABLE LIMITS OF THE 1946 MEASUREMENTS.
 KR1762
 KR1762                          STATION RECOVERY (1958)
 KR1762
 KR1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KR1762'RECOVERED IN GOOD CONDITION.
 KR1762
 KR1762                          STATION RECOVERY (1992)
 KR1762
 KR1762'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 KR1762'TO REACH STATION FROM INTERSTATE 80 AND W. 4TH STREET IN MOGUL,
 KR1762'PROCEED ONTO INTERSTATE HIGHWAY 80 EASTBOUND FOR 2 MI (3.2 KM)
 KR1762'(ACCESSIBLE ONLY FROM INTERSTATE 80 EASTBOUND) TO SIGN WHICH READS
 KR1762'(RENO EXITS WEST MCCARRAN BLVD 1.25, KEYSTONE AVE 3.5, 395 BUSINESS
 KR1762'4.5).  TURN SOUTH OFF OF INTERSTATE HIGHWAY 80 AT THE SIGN AND FOLLOW
 KR1762'A DIM TRACK ROAD TO RIGHT OF WAY FENCE.  PROCEED THROUGH A WIRE GATE
 KR1762'AND FOLLOW DIM TRACK ROAD UP A SLIGHT GRADE FOR 0.1 MI.  FOLLOW TRACK
 KR1762'ROAD EAST FOR 0.8 MI (1.3 KM) ACROSS A FLAT TO THE EASTERN-MOST END
 KR1762'OF THE FLAT TO THE STATION NEAR THE END OF THE BLUFF AND AT THE END
 KR1762'OF TRUCK TRAVEL.
 KR1762
 KR1762                          STATION RECOVERY (1994)
 KR1762
 KR1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 KR1762'RECOVERED AS DESCRIBED.
 KR1762
 KR1762                          STATION RECOVERY (1999)
 KR1762
 KR1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 KR1762'RECOVERED AS DESCRIBED.
 KR1762
 KR1762                          STATION RECOVERY (2003)
 KR1762
 KR1762'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0484 ***********************************************************************
 KR0484  DESIGNATION -  CHALK RESET
 KR0484  PID         -  KR0484
 KR0484  STATE/COUNTY-  NV/CHURCHILL
 KR0484  USGS QUAD   -  DESERT PEAK (1986)
 KR0484
 KR0484                         *CURRENT SURVEY CONTROL
 KR0484  ___________________________________________________________________
 KR0484* NAD 83(1986)-  39 51 37.     (N)    118 54 31.     (W)     SCALED    
 KR0484* NAVD 88     -      1285.31   (meters)    4216.9    (feet)  RESET     
 KR0484  ___________________________________________________________________
 KR0484  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 KR0484
 KR0484  VERT ORDER  -  THIRD
 KR0484
 KR0484.The horizontal coordinates were scaled from a topographic map and have
 KR0484.an estimated accuracy of +/- 6 seconds.
 KR0484
 KR0484.The orthometric height was computed from unverified reset data.
 KR0484
 KR0484.The geoid height was determined by GEOID03.
 KR0484
 KR0484;                    North         East    Units  Estimated Accuracy
 KR0484;SPC NV W     - 4,567,150.      772,170.      MT  (+/- 180 meters Scaled)
 KR0484
 KR0484                          SUPERSEDED SURVEY CONTROL
 KR0484
 KR0484.No superseded survey control is available for this station.
 KR0484
 KR0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE367139(NAD 83)
 KR0484_MARKER: DD = SURVEY DISK
 KR0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0484_STAMPING: CHALK (USGS) RESET 1962
 KR0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0484+STABILITY: SURFACE MOTION
 KR0484
 KR0484  HISTORY     - Date     Condition        Report By
 KR0484  HISTORY     - 1962     MONUMENTED       NVDH
 KR0484  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0484
 KR0484                          STATION DESCRIPTION
 KR0484
 KR0484'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 KR0484'7.55 MI NE FROM BRADYS HOT SPRINGS.
 KR0484'7.55 MILES NORTHEAST ALONG INTERSTATE 80 FROM BRADYS HOT SPRINGS, 95
 KR0484'FEET LEFT (NORTHWESTERLY) OF THE WESTBOUND LANE AT ENGINEERS STA. OW
 KR0484'623+14, GROUTED INTO ROCK AT GROUND LEVEL.
 KR0484
 KR0484                          STATION RECOVERY (1986)
 KR0484
 KR0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0484'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1887 ***********************************************************************
 KR1887  DESIGNATION -  CHAMEL
 KR1887  PID         -  KR1887
 KR1887  STATE/COUNTY-  NV/CHURCHILL
 KR1887  USGS QUAD   -  PIROUETTE MTN (1972)
 KR1887
 KR1887                         *CURRENT SURVEY CONTROL
 KR1887  ___________________________________________________________________
 KR1887* NAD 83(1986)-  39 29 45.     (N)    118 13 30.     (W)     SCALED    
 KR1887* NAVD 88     -      1696.75   (+/-2cm)    5566.8    (feet)  VERTCON   
 KR1887  ___________________________________________________________________
 KR1887  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 KR1887
 KR1887  VERT ORDER  -  THIRD ? (See Below)
 KR1887
 KR1887.The horizontal coordinates were scaled from a topographic map and have
 KR1887.an estimated accuracy of +/- 6 seconds.
 KR1887
 KR1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1887.The vertical order pertains to the NGVD 29 superseded value.
 KR1887
 KR1887.The geoid height was determined by GEOID03.
 KR1887
 KR1887;                    North         East    Units  Estimated Accuracy
 KR1887;SPC NV W     - 4,526,700.      830,820.      MT  (+/- 180 meters Scaled)
 KR1887
 KR1887                          SUPERSEDED SURVEY CONTROL
 KR1887
 KR1887  NGVD 29 (07/19/86) 1695.70   (m)         5563.3    (f) LEVELING    3  
 KR1887
 KR1887.Superseded values are not recommended for survey control.
 KR1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1887.See file dsdata.txt to determine how the superseded data were derived.
 KR1887
 KR1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD946725(NAD 83)
 KR1887_MARKER: DS = TRIANGULATION STATION DISK
 KR1887_SETTING: 66 = SET IN ROCK OUTCROP
 KR1887_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KR1887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1887+STABILITY: POSITION/ELEVATION WELL
 KR1887
 KR1887  HISTORY     - Date     Condition        Report By
 KR1887  HISTORY     - 1958     MONUMENTED       CGS
 KR1887  HISTORY     - 1966     GOOD             CGS
 KR1887
 KR1887                          STATION DESCRIPTION
 KR1887
 KR1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KR1887'THE STATION IS LOCATED AIRLINE ABOUT 28 MILES EAST OF FALLON,
 KR1887'15 MILES NORTH BY EAST OF FRENCHMAN STATION, 15 MILES NORTH OF
 KR1887'U.S. HIGHWAY 50 AND 6 MILES SOUTH OF JOB PEAK.  IT IS ON A
 KR1887'DOUBLE-TOPPED HILL NEAR THE EAST END OF THE STILLWATER MOUNTAIN
 KR1887'RANGE ABOUT 3 MILES WEST OF THE ROAD GOING NORTH TO DIXIE VALLEY.
 KR1887'
 KR1887'TO REACH THE STATION FROM CHEVRON GASOLINE STATION IN FRENCHMAN
 KR1887'STATION GO EAST ON U.S. HIGHWAY 50 FOR 4.9 MILES TO SIDE ROAD
 KR1887'ON THE LEFT LEADING TO DIXIE VALLEY.  TURN LEFT AND FOLLOW THE
 KR1887'GRAVEL ROAD NORTH FOR 3.1 MILES TO A CROSSROAD.  TAKE LEFT FORK
 KR1887'AND GO NORTH FOR 5.6 MILES TO A FORKS.  KEEP THE LEFT FORK AND
 KR1887'GO NORTH FOR 4.1 MILES TO A FORK.  CONTINUE NORTH FOR 2.1 MILES
 KR1887'TO A TRACK SIDE ROAD ON THE LEFT AT A POINT WHERE THE ROAD
 KR1887'STARTS TO CURVE TO THE RIGHT.  TURN LEFT AND FOLLOW TRACK ROAD
 KR1887'WEST 0.2 MILE TO ITS END.  THENCE CONTINUE CROSS COUNTRY WEST
 KR1887'FOR 1.8 MILES TO A WASH ON THE LEFT.  BEAR LEFT ACROSS THE
 KR1887'WASH AND CONTINUE WESTERLY UP THE RIDGE FOR 1.35 MILES TO A
 KR1887'SMALL SADDLE.  THIS IS LOCATED AT THE NORTHEAST BASE OF THE
 KR1887'STATION HILL AND THE END OF TRUCK TRAVEL.  PACK SOUTHWEST UP
 KR1887'THE STEEP SLOPE TO THE FIRST SUMMIT AND AZIMUTH MARK.  BEAR
 KR1887'RIGHT AND PACK ALONG THE CREST TO THE HIGHER SUMMIT OF THE TWO
 KR1887'HILLS AND THE STATION SITE.  PACKING TIME ABOUT 1/2 HOUR.
 KR1887'
 KR1887'THE STATION MARK IS A STANDARD DISK STAMPED CHAMEL 1958 SET IN A
 KR1887'ROCK OUTCROP THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND ON
 KR1887'THE HIGHEST PART OF THE HILL.
 KR1887'
 KR1887'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CHAMEL NO 1
 KR1887'1958 SET IN THE TOP OF A ROCK OUTCROP THAT PROJECTS 8 INCHES
 KR1887'ABOVE THE GROUND.  IT IS ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 KR1887'
 KR1887'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CHAMEL NO 2
 KR1887'1958 SET IN THE TOP OF A ROCK OUTCROP THAT PROJECTS 2 INCHES
 KR1887'ABOVE THE GROUND.  IT IS ABOUT 5 FEET NORTH OF THE CREST OF THE
 KR1887'RIDGE AND ABOUT 2 FEET LOWER THAN THE STATION.
 KR1887'
 KR1887'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHAMEL 1958 SET IN THE
 KR1887'TOP OF AN OUTCROPPING BOULDER THAT PROJECTS 2-1/2 FEET ABOVE THE
 KR1887'GROUND.  IT IS ON THE FIRST KNOLL EAST OF THE STATION AN ABOUT
 KR1887'15 FEET NORTH OF THE CREST OF THIS KNOLL.
 KR1887
 KR1887                          STATION RECOVERY (1966)
 KR1887
 KR1887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KR1887'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK,
 KR1887'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A SLIGHT DIFFERENCE
 KR1887'WAS NOTED IN THE DIRECTION TO REFERENCE MARK 1 AND A SMALL
 KR1887'DIFFERENCE WAS NOTED IN MEASUREMENTS TO THE REFERENCE MARKS.
 KR1887'DUE TO CHANGES IN THE ROUTE TO THE STATION A NEW AND COMPLETE
 KR1887'DESCRIPTION FOLLOWS.
 KR1887'
 KR1887'THE STATION IS LOCATED ON THE TOP OF A PROMINENT HILL NEAR THE
 KR1887'EAST END OF THE STILLWATER MOUNTAIN RANGE.  IT IS 28 MILES
 KR1887'AIRLINE EAST OF FALLON, 15 MILES NORTH BY EAST OF THE FRENCHMAN
 KR1887'STATION AND 3 MILES WEST OF DIXIE VALLEY ROAD.
 KR1887'
 KR1887'TO REACH THE STATION FROM THE FRENCH STATION, GO EAST ALONG U.S.
 KR1887'HIGHWAY 50 FOR 5.75 MILES TO A PAVED ROAD LEFT AT SIGN, DIXIE
 KR1887'VALLEY ROAD.  TURN LEFT FOR 2.75 MILES TO A CROSSROAD, CONTINUE
 KR1887'AHEAD NORTH FOR 11.7 MILES TO A REVERSE FORK WHICH IS ABOUT 0.3
 KR1887'MILE BEFORE REACHING A CATTLE GUARD.  TURN SHARP LEFT AND GO
 KR1887'SOUTH FOR 0.05 MILE TO A DIM TRACK ROAD ON THE RIGHT.  TURN
 KR1887'RIGHT AND GO WEST ALONG THE TRACK ROAD FOR 3.2 MILES TO A FORK.
 KR1887'TAKE THE LEFT FORK FOR 0.2 MILE TO THE TOP OF THE RIDGE BEAR
 KR1887'RIGHT ALONG THE RIDGE FOR 0.2 MILE.  TURN TRUCK AROUND AND
 KR1887'BACK SOUTH ACROSS A SMALL SADDLE AND UP STEEP SLOPE ABOUT 0.15
 KR1887'MILE TO END OF TRUCK TRAVEL.  PACK TO TOP OF RIDGE AND THE
 KR1887'AZIMUTH MARK.  TURN RIGHT AND PACK ALONG THE RIDGE TO THE
 KR1887'STATION.  A 30 MINUTE PACK.
 KR1887'
 KR1887'THE STATION MARK IS A STANDARD DISK STAMPED CHAMEL 1958.  IT IS
 KR1887'SET IN A DRILL HOLE IN BEDROCK ON THE HIGHEST PART OF THE HILL.
 KR1887'
 KR1887'REFERENCE MARK 1, IS A STANDARD DISK STAMPED CHAMEL NO 1 1958.
 KR1887'IT IS SET IN A DRILL HOLE IN BEDROCK WHICH IS ABOUT THE SAME
 KR1887'ELEVATION AS THE STATION.
 KR1887'
 KR1887'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, CHAMEL NO 2 1958.
 KR1887'IT IS SET IN A DRILL HOLE IN BEDROCK WHICH IS ABOUT 3 FEET LOWER
 KR1887'THAN THE STATION.
 KR1887'
 KR1887'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHAMEL 1958.  IT IS
 KR1887'SET IN A DRILL HOLE IN A BOULDER ON THE TOP OF THE RIDGE.
 KR1887'
 KR1887'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0332 ***********************************************************************
 MV0332  DESIGNATION -  CHARLES
 MV0332  PID         -  MV0332
 MV0332  STATE/COUNTY-  NV/HUMBOLDT
 MV0332  USGS QUAD   -  GOOCH LAKE (1990)
 MV0332
 MV0332                         *CURRENT SURVEY CONTROL
 MV0332  ___________________________________________________________________
 MV0332* NAD 83(1994)-  41 47 41.16854(N)    119 12 58.54807(W)     ADJUSTED  
 MV0332* NAVD 88     -      1969.96   (+/-2cm)    6463.1    (feet)  VERTCON   
 MV0332  ___________________________________________________________________
 MV0332  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 MV0332  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 MV0332
 MV0332  HORZ ORDER  -  THIRD
 MV0332  VERT ORDER  -  THIRD ? (See Below)
 MV0332
 MV0332.The horizontal coordinates were established by classical geodetic methods
 MV0332.and adjusted by the National Geodetic Survey in June 1998..
 MV0332
 MV0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0332.The vertical order pertains to the NGVD 29 superseded value.
 MV0332
 MV0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0332
 MV0332.The geoid height was determined by GEOID03.
 MV0332
 MV0332;                    North         East     Units Scale Factor Converg.
 MV0332;SPC NV W     - 4,782,098.721   747,398.245   MT  0.99993404   -0 25 18.6
 MV0332;SPC NV W     -15,689,268.89  2,452,089.08   sFT  0.99993404   -0 25 18.6
 MV0332;UTM  11      - 4,629,364.223   315,860.535   MT  1.00001726   -1 28 38.9
 MV0332
 MV0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0332!SPC NV W     -   0.99969431  x   0.99993404  =   0.99962837
 MV0332!UTM  11      -   0.99969431  x   1.00001726  =   0.99971156
 MV0332
 MV0332:                Primary Azimuth Mark                     Grid Az
 MV0332:SPC NV W     -  GOOCH                                    027 39 33.7
 MV0332:UTM  11      -  GOOCH                                    028 42 54.0
 MV0332
 MV0332|---------------------------------------------------------------------|
 MV0332| PID    Reference Object                     Distance      Geod. Az  |
 MV0332|                                                           dddmmss.s |
 MV0332| MV0333 GOOCH                               APPROX. 5.1 KM 0271415.1 |
 MV0332|---------------------------------------------------------------------|
 MV0332
 MV0332                          SUPERSEDED SURVEY CONTROL
 MV0332
 MV0332  NAD 83(1992)-  41 47 41.16818(N)    119 12 58.54836(W) AD(       ) 3
 MV0332  NAD 83(1991)-  41 47 41.16731(N)    119 12 58.54917(W) AD(       ) 3
 MV0332  NAD 83(1986)-  41 47 41.16920(N)    119 12 58.54800(W) AD(       ) 3
 MV0332  NAD 27      -  41 47 41.55517(N)    119 12 54.83414(W) AD(       ) 3
 MV0332  NGVD 29 (07/19/86) 1968.70   (m)         6459.0    (f) LEVELING    3  
 MV0332
 MV0332.Superseded values are not recommended for survey control.
 MV0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0332.See file dsdata.txt to determine how the superseded data were derived.
 MV0332
 MV0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG1586129364(NAD 83)
 MV0332_MARKER: DD = SURVEY DISK
 MV0332_SETTING: 66 = SET IN ROCK OUTCROP
 MV0332_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 MV0332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0332+STABILITY: POSITION/ELEVATION WELL
 MV0332
 MV0332  HISTORY     - Date     Condition        Report By
 MV0332  HISTORY     - 1966     MONUMENTED       USGS
 MV0332
 MV0332                          STATION DESCRIPTION
 MV0332
 MV0332'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DHK)
 MV0332'LOCATED ABOUT 4.5 MI. E. OF HORSE CANYON SPRING.  4 MI. S. OF GOOCH
 MV0332'LAKE.  ON TOP OF RIDGE, 5 FT. E. OF LONE BUSH.
 MV0332'
 MV0332'REACHED BY HELICOPTER.
 MV0332'
 MV0332'STATION MARK--A STANDARD USGS TABLET STAMPED CHARLES 1966 CEMENTED
 MV0332'IN THE DRILL HOLE.
 MV0332'
 MV0332'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1965 ***********************************************************************
 GR1965  DESIGNATION -  CHARLESTON
 GR1965  PID         -  GR1965
 GR1965  STATE/COUNTY-  NV/CLARK
 GR1965  USGS QUAD   -  CHARLESTON PEAK (1984)
 GR1965
 GR1965                         *CURRENT SURVEY CONTROL
 GR1965  ___________________________________________________________________
 GR1965* NAD 83(1994)-  36 16 17.75336(N)    115 41 44.04778(W)     ADJUSTED  
 GR1965* NAVD 88     -      3631.9    (meters)   11916.     (feet)  VERTCON   
 GR1965  ___________________________________________________________________
 GR1965  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 GR1965  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 GR1965
 GR1965  HORZ ORDER  -  FIRST
 GR1965
 GR1965.The horizontal coordinates were established by classical geodetic methods
 GR1965.and adjusted by the National Geodetic Survey in June 1998..
 GR1965
 GR1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1965
 GR1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1965
 GR1965.The geoid height was determined by GEOID03.
 GR1965
 GR1965;                    North         East     Units Scale Factor Converg.
 GR1965;SPC NV E     - 8,168,810.246   189,916.253   MT  0.99990125   -0 03 59.0
 GR1965;SPC NV E     -26,800,504.95    623,083.57   sFT  0.99990125   -0 03 59.0
 GR1965;SPC NV C     - 6,169,241.858   587,249.090   MT  0.99999376   +0 34 28.4
 GR1965;SPC NV C     -20,240,254.33  1,926,666.39   sFT  0.99999376   +0 34 28.4
 GR1965;UTM  11      - 4,014,862.465   617,163.903   MT  0.99976914   +0 46 18.5
 GR1965
 GR1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1965!SPC NV E     -   0.99943430  x   0.99990125  =   0.99933561
 GR1965!SPC NV C     -   0.99943430  x   0.99999376  =   0.99942806
 GR1965!UTM  11      -   0.99943430  x   0.99976914  =   0.99920357
 GR1965
 GR1965:                Primary Azimuth Mark                     Grid Az
 GR1965:SPC NV E     -  HAYFORD                                  045 54 14.8
 GR1965:SPC NV C     -  HAYFORD                                  045 15 47.4
 GR1965:UTM  11      -  HAYFORD                                  045 03 57.3
 GR1965
 GR1965|---------------------------------------------------------------------|
 GR1965| PID    Reference Object                     Distance      Geod. Az  |
 GR1965|                                                           dddmmss.s |
 GR1965| GR1917 HAYFORD                             APPROX.61.7 KM 0455015.8 |
 GR1965| CC4482 CHARLESTON RM 1                      13.225 METERS 16039     |
 GR1965| FS1323 KINGSTON CAIRN                      APPROX.63.6 KM 1981402.9 |
 GR1965| CC4483 CHARLESTON RM 2                      10.878 METERS 35640     |
 GR1965|---------------------------------------------------------------------|
 GR1965
 GR1965                          SUPERSEDED SURVEY CONTROL
 GR1965
 GR1965  NAD 83(1992)-  36 16 17.75426(N)    115 41 44.04446(W) AD(1991.35) 1
 GR1965  NAD 83(1992)-  36 16 17.74961(N)    115 41 44.04499(W) AD(       ) 1
 GR1965  NAD 83(1986)-  36 16 17.73613(N)    115 41 44.04877(W) AD(       ) 1
 GR1965  NAD 27      -  36 16 17.87200(N)    115 41 40.97600(W) AD(       ) 1
 GR1965  NGVD 29 (07/19/86) 3630.7    (m)        11912.     (f) VERT ANG       
 GR1965
 GR1965.Superseded values are not recommended for survey control.
 GR1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1965.See file dsdata.txt to determine how the superseded data were derived.
 GR1965
 GR1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA1716414862(NAD 83)
 GR1965_MARKER: DB = BENCH MARK DISK
 GR1965_SETTING: 66 = SET IN ROCK OUTCROP
 GR1965_SP_SET: SET IN BEDROCK
 GR1965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1965+STABILITY: POSITION/ELEVATION WELL
 GR1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR1965+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2004
 GR1965
 GR1965  HISTORY     - Date     Condition        Report By
 GR1965  HISTORY     - 1906     MONUMENTED       USGS
 GR1965  HISTORY     - 1926     SEE DESCRIPTION  CGS
 GR1965  HISTORY     - 1957     GOOD             USGS
 GR1965  HISTORY     - 20040612 GOOD             INDIV
 GR1965
 GR1965                          STATION DESCRIPTION
 GR1965
 GR1965'DESCRIBED BY US GEOLOGICAL SURVEY 1906
 GR1965'SEE 1957 RECOVERY FOR DESCRIPTION.
 GR1965'
 GR1965'STATION MARK--STANDARD ALUMINUM BM TABLET SET IN SOLID ROCK.
 GR1965
 GR1965                          STATION RECOVERY (1926)
 GR1965
 GR1965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (WM)
 GR1965'ABOUT 30 MILES N OF W FROM LAS VEGAS, ON THE SUMMIT OF CHARLESTON
 GR1965'PEAK, THE HIGHEST POINT IN SOUTHERN NEVADA.  IT IS ON A SHARP,
 GR1965'CONICAL PEAK, BARREN OF ALL VEGETATION AND COVERED WITH FRAGMENTED
 GR1965'LIMESTONE.
 GR1965'
 GR1965'STATION MARK IS A U.S.G.S. ALUMINUM BENCH MARK DISK SET IN
 GR1965'SOLID ROCK.
 GR1965'
 GR1965'REFERENCE MARKS ARE STANDARD BRONZE TABLETS SET IN SOLID ROCK.
 GR1965'
 GR1965'CAN BE REACHED FROM GRIFFITHS RESORT AT CHARLESTON PARK, WHICH
 GR1965'IS 37 MILES BY GOOD ROAD FROM LAS VEGAS.  THE TRAIL FROM THIS SIDE
 GR1965'IS VERY STEEP.
 GR1965'
 GR1965'STATION WAS REACHED FROM THE PAHRUMP VALLEY SIDE BY FOLLOWING
 GR1965'ROAD EASTWARD FROM MANSE 16 MILES TO THE RANCH OF CHARLIE WILLIAMS
 GR1965'IN TROUT CANYON.  WILLIAMS HAS A COW TRAIL THAT LEADS UP CANYON
 GR1965'ABOUT 3 MILES, AND THEN ZIG-ZAGS TO THE SUMMIT OF THE CHARLESTON
 GR1965'RIDGE ABOUT 4-1/2 MILES E OF THE STATION.  PACK HORSES WERE TAKEN
 GR1965'UP THIS TRAIL AND ALONG RIDGE TO A POINT 1-1/4 MILES E OF THE
 GR1965'STATION.  THE TOTAL DISTANCE FROM WILLIAMS RANCH IS ABOUT 10
 GR1965'MILES, AND THE CLIMB IS ABOUT 6000 FEET.
 GR1965
 GR1965                          STATION RECOVERY (1957)
 GR1965
 GR1965'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 GR1965'RECOVERED AS DESCRIBED BY USGS IN 1906 AND IN 1926 IN NGS
 GR1965'DESCRIPTION LIST 36 115 3, STATION 1005.  THEIR LOCATED FOLLOWS.
 GR1965'
 GR1965'LOCATED ABOUT 30 MI NW. OF LAS VEGAS.  ON SUMMIT OF CHARLESTON
 GR1965'PEAK, HIGHEST POINT IN SOUTHERN NEVADA.  ON SHARP, CONICAL PEAK,
 GR1965'BARREN OF ALL VEGATATION, COVERED WITH FRAGMENTED LIMESTONE.
 GR1965'
 GR1965'REACHED BY HELICOPTER.
 GR1965'
 GR1965'RM 1--NGS BRONZE DISK SET IN SOLID ROCK.
 GR1965'
 GR1965'RM 2--NGS BRONZE DISK SET IN SOLID ROCK.
 GR1965
 GR1965                          STATION RECOVERY (2004)
 GR1965
 GR1965'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SLD)
 GR1965'STATION REACHED BY TRAVELING SOUTHWEST FROM THE INTERSECTION OF US 95
 GR1965'AND SR 157 ABOUT 25.58 MILES TO THE MT. CHARLESTON SOUTH LOOP TRAIL
 GR1965'HEAD. HIKED ON FOOT ABOUT 8.03 MILES ALONG TRAIL TO MT. CHARLESTON
 GR1965'PEAK. MONUMENTS RECOVERED BY THE NALS LSI AND ASSOCIATE MEMBERS FORUM.
 GR1965' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0558 ***********************************************************************
 KQ0558  DESIGNATION -  CHARNAC
 KQ0558  PID         -  KQ0558
 KQ0558  STATE/COUNTY-  NV/EUREKA
 KQ0558  USGS QUAD   -  WALLACE CANYON (1989)
 KQ0558
 KQ0558                         *CURRENT SURVEY CONTROL
 KQ0558  ___________________________________________________________________
 KQ0558* NAD 83(1994)-  39 15 45.77538(N)    116 30 58.22803(W)     ADJUSTED  
 KQ0558* NAVD 88     -      2751.8    (meters)    9028.     (feet)  VERTCON   
 KQ0558  ___________________________________________________________________
 KQ0558  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 KQ0558  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 KQ0558
 KQ0558  HORZ ORDER  -  THIRD
 KQ0558
 KQ0558.The horizontal coordinates were established by classical geodetic methods
 KQ0558.and adjusted by the National Geodetic Survey in June 1998..
 KQ0558
 KQ0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0558
 KQ0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0558
 KQ0558.The geoid height was determined by GEOID03.
 KQ0558
 KQ0558;                    North         East     Units Scale Factor Converg.
 KQ0558;SPC NV E     - 8,501,176.471   119,498.346   MT  0.99997977   -0 35 25.5
 KQ0558;SPC NV E     -27,890,943.14    392,054.16   sFT  0.99997977   -0 35 25.5
 KQ0558;SPC NV C     - 6,500,772.502   512,986.957   MT  0.99990208   +0 05 42.9
 KQ0558;SPC NV C     -21,327,951.12  1,683,024.71   sFT  0.99990208   +0 05 42.9
 KQ0558;UTM  11      - 4,346,042.586   541,740.032   MT  0.99962145   +0 18 22.3
 KQ0558
 KQ0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0558!SPC NV E     -   0.99957182  x   0.99997977  =   0.99955160
 KQ0558!SPC NV C     -   0.99957182  x   0.99990208  =   0.99947394
 KQ0558!UTM  11      -   0.99957182  x   0.99962145  =   0.99919343
 KQ0558
 KQ0558                          SUPERSEDED SURVEY CONTROL
 KQ0558
 KQ0558  NAD 83(1986)-  39 15 45.77637(N)    116 30 58.22802(W) AD(       ) 3
 KQ0558  NGVD 29 (04/13/94) 2750.3    (m)         9023.     (f) VERT ANG       
 KQ0558
 KQ0558.Superseded values are not recommended for survey control.
 KQ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0558.See file dsdata.txt to determine how the superseded data were derived.
 KQ0558
 KQ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND4174046043(NAD 83)
 KQ0558_MARKER: DS = TRIANGULATION STATION DISK
 KQ0558_SETTING: 0 = UNSPECIFIED SETTING
 KQ0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0558
 KQ0558  HISTORY     - Date     Condition        Report By
 KQ0558  HISTORY     - 1955     MONUMENTED       USGS
 KQ0558
 KQ0558                          STATION DESCRIPTION
 KQ0558
 KQ0558'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0558'LOCATED ABOUT 34.4 MI. SW. OF EUREKA AND 15.0 MI. S. OF U.S. HIGHWAY
 KQ0558'50, ON TOP OF CENTER HUMP, THE HIGHEST OF THREE HUMPS ON TIMBER
 KQ0558'COVERED MOUNTAIN SW. OF CHARNAC BASIN.
 KQ0558'
 KQ0558'TO REACH FROM EUREKA POST OFFICE DRIVE W. 32.7 MI. ALONG U.S. HIGHWAY
 KQ0558'50 TOWARD AUSTIN TO A SIDE RD. LEFT AT SIGN MONITOR VALLEY
 KQ0558'BELMONT, TURN LEFT ON BLADED RD. AT SIGN MONITOR VALLEY
 KQ0558'BELMONT AND GO S. 14.7 MI. TO T-RD. AT SIGN WALLACE CANYON
 KQ0558'CHARNAC BASIN  ANTELOPE VALLEY, TAKE BLADED RD. TO LEFT 10.9 MI.
 KQ0558'CHARNAC BASIN, LEAVE RD. HERE AND DRIVE ACROSS COUNTRY (S.) ACROSS
 KQ0558'BASIN AND UP BROAD CANYON 1.8 MI. TO WHERE CANYON DWINDLES OUT, FROM
 KQ0558'HERE, PACK TO STATION.  A 1-1/2 HR. PACK.
 KQ0558'
 KQ0558'STATION MARK STANDARD TABLET STAMPED----CHARNAC 1955----CEMENTED
 KQ0558'IN SOLID ROCK.
 KQ0558'
 KQ0558'REFERENCE MARK NO. 1 STANDARD REFERENCE MARK TABLET STAMPED----NO
 KQ0558'1----CEMENTED IN SOLID ROCK, 27.75 FT. FROM STATION MARK 170 DEGREES
 KQ0558'24 MINUTES.
 KQ0558'
 KQ0558'REFERENCE MARK NO. 2 STANDARD REFERENCE MARK TABLET STAMPED----NO
 KQ0558'2----CEMENTED IN SOLID ROCK, 28.44 FT. FROM STATION MARK
 KQ0558'349 DEGREES 28 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3570 ***********************************************************************
 DF3570  DESIGNATION -  CHEERY
 DF3570  PID         -  DF3570
 DF3570  STATE/COUNTY-  NV/LINCOLN
 DF3570  USGS QUAD   -  ELY SPRINGS (1970)
 DF3570
 DF3570                         *CURRENT SURVEY CONTROL
 DF3570  ___________________________________________________________________
 DF3570* NAD 83(1994)-  37 53 56.29319(N)    114 40 12.61492(W)     ADJUSTED  
 DF3570* NAVD 88     -      1889.3    (meters)    6198.     (feet)  VERTCON   
 DF3570  ___________________________________________________________________
 DF3570  LAPLACE CORR-          10.03  (seconds)                    DEFLEC99
 DF3570  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 DF3570
 DF3570  HORZ ORDER  -  THIRD
 DF3570
 DF3570.The horizontal coordinates were established by classical geodetic methods
 DF3570.and adjusted by the National Geodetic Survey in January 2003..
 DF3570
 DF3570.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF3570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF3570
 DF3570.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3570
 DF3570.The geoid height was determined by GEOID03.
 DF3570
 DF3570;                    North         East     Units Scale Factor Converg.
 DF3570;SPC NV E     - 8,349,784.035   280,308.032   MT  0.99997941   +0 33 39.5
 DF3570;SPC NV E     -27,394,249.79    919,643.93   sFT  0.99997941   +0 33 39.5
 DF3570;UTM  11      - 4,197,164.820   704,847.071   MT  1.00011686   +1 25 53.9
 DF3570
 DF3570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3570!SPC NV E     -   0.99970731  x   0.99997941  =   0.99968672
 DF3570!UTM  11      -   0.99970731  x   1.00011686  =   0.99982413
 DF3570
 DF3570                          SUPERSEDED SURVEY CONTROL
 DF3570
 DF3570  NGVD 29 (01/13/03) 1888.2    (m)         6195.     (f) VERT ANG       
 DF3570
 DF3570.Superseded values are not recommended for survey control.
 DF3570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3570.See file dsdata.txt to determine how the superseded data were derived.
 DF3570
 DF3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB0484797165(NAD 83)
 DF3570_MARKER: DS = TRIANGULATION STATION DISK
 DF3570_SETTING: 66 = SET IN ROCK OUTCROP
 DF3570_STAMPING: CHEERY 1952
 DF3570_MARK LOGO: USGS  
 DF3570_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF3570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF3570+STABILITY: POSITION/ELEVATION WELL
 DF3570
 DF3570  HISTORY     - Date     Condition        Report By
 DF3570  HISTORY     - 1952     MONUMENTED       USGS
 DF3570
 DF3570                          STATION DESCRIPTION
 DF3570
 DF3570'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 DF3570'LOCATED ABOUT 3.0 MI NW OF PAN AMERICAN MINE AND 1.8 MI W OF COMET
 DF3570'MINE, ON A PROMINENT BLACK PEAK.  TO REACH FROM PAN AMERICAN MINE
 DF3570'OFFICE, DRIVE S 1.8 MI, TAKE RIGHT FORK 0.2 MI, TURN RIGHT FOR 2.2 MI,
 DF3570'TAKE RIGHT FORK 2.6 MI, TURN RIGHT 0.6 MI, TAKE LEFT FORK 1.0 MI, TAKE
 DF3570'LEFT FORK 0.1 MI, TURN RIGHT UP LARGE WASH 0.5 MI, TAKE LEFT FORK OUT
 DF3570'OF WASH 0.5 MI.  LEAVE TRUCK AND PACK W TO HIGHES POINT AND STATION.
 DF3570'STATION MARK--STANDARD TABLET STAMPED---CHEERY 1952---CEMENTED IN ROCK
 DF3570'OUTCROP.  REFERENCE MARK NO. 1--STANDARD TABLET CEMENTED IN ROCK
 DF3570'OUTCROP, 46.44 FT FROM STATION MARK.  REFERENCE MARK NO. 2--STANDARD
 DF3570'TABLET CEMENTED IN ROCK OUTCROP, 20.25 FT FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0368 ***********************************************************************
 MV0368  DESIGNATION -  CHERRY
 MV0368  PID         -  MV0368
 MV0368  STATE/COUNTY-  NV/WASHOE
 MV0368  USGS QUAD   -  BORDWELL SPRING (1980)
 MV0368
 MV0368                         *CURRENT SURVEY CONTROL
 MV0368  ___________________________________________________________________
 MV0368* NAD 83(1994)-  41 08 22.66951(N)    119 44 25.88004(W)     ADJUSTED  
 MV0368* NAVD 88     -      2109.     (meters)    6919.     (feet)  SCALED    
 MV0368  ___________________________________________________________________
 MV0368  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 MV0368  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 MV0368
 MV0368  HORZ ORDER  -  FIRST
 MV0368
 MV0368.The horizontal coordinates were established by classical geodetic methods
 MV0368.and adjusted by the National Geodetic Survey in June 1998..
 MV0368
 MV0368.The orthometric height was scaled from a topographic map.
 MV0368
 MV0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0368
 MV0368.The geoid height was determined by GEOID03.
 MV0368
 MV0368;                    North         East     Units Scale Factor Converg.
 MV0368;SPC NV W     - 4,709,796.184   702,854.267   MT  1.00001611   -0 45 40.9
 MV0368;SPC NV W     -15,452,056.31  2,305,947.71   sFT  1.00001611   -0 45 40.9
 MV0368;UTM  11      - 4,557,877.957   269,993.027   MT  1.00025115   -1 48 13.6
 MV0368
 MV0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0368!SPC NV W     -   0.99967266  x   1.00001611  =   0.99968877
 MV0368!UTM  11      -   0.99967266  x   1.00025115  =   0.99992373
 MV0368
 MV0368:                Primary Azimuth Mark                     Grid Az
 MV0368:SPC NV W     -  PINTO                                    022 08 39.6
 MV0368:UTM  11      -  PINTO                                    023 11 12.3
 MV0368
 MV0368|---------------------------------------------------------------------|
 MV0368| PID    Reference Object                     Distance      Geod. Az  |
 MV0368|                                                           dddmmss.s |
 MV0368| MV0363 PINTO                               APPROX.19.9 KM 0212258.7 |
 MV0368| CD7089 CHERRY RM 1                           6.294 METERS 08003     |
 MV0368| MV0373 HAYS CANYON PK CAIRN AND FLAG       APPROX.22.0 KM 3123123.4 |
 MV0368| CD7088 CHERRY AZ MK                                       3161441.5 |
 MV0368| CD7090 CHERRY RM 2                          12.413 METERS 35217     |
 MV0368|---------------------------------------------------------------------|
 MV0368
 MV0368                          SUPERSEDED SURVEY CONTROL
 MV0368
 MV0368  NAD 83(1992)-  41 08 22.67079(N)    119 44 25.88719(W) AD(       ) 1
 MV0368  NAD 83(1986)-  41 08 22.67635(N)    119 44 25.89084(W) AD(       ) 1
 MV0368  NAD 27      -  41 08 23.04900(N)    119 44 22.17700(W) AD(       ) 1
 MV0368
 MV0368.Superseded values are not recommended for survey control.
 MV0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0368.See file dsdata.txt to determine how the superseded data were derived.
 MV0368
 MV0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF6999357878(NAD 83)
 MV0368_MARKER: Z = SEE DESCRIPTION
 MV0368_SETTING: 0 = UNSPECIFIED SETTING
 MV0368
 MV0368  HISTORY     - Date     Condition        Report By
 MV0368  HISTORY     - 1940     MONUMENTED       CGS
 MV0368  HISTORY     - 1966     SEE DESCRIPTION  USGS
 MV0368
 MV0368                          STATION DESCRIPTION
 MV0368
 MV0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MV0368'STATION IS LOCATED ABOUT 23-1/2 MILES SE OF EAGLEVILLE, CALIFORNIA,
 MV0368'10 MILES W OF GRASS VALLEY RANCH, 15 MILES E OF THE
 MV0368'CALIFORNIA-NEVADA STATE LINE, NE OF THE HEAD OF CHERRY CREEK,
 MV0368'SURROUNDED BY THE WALL CANYON DRAINAGE ON THE W AND NW AND
 MV0368'THE S BY THE HEAD OF LOST CREEK.  IT IS ON A BALD, FLAT-TOPPED
 MV0368'HILL, KNOWN LOCALLY AS CHERRY CREEK MOUNTAIN, THE SOUTHEASTERN
 MV0368'ONE OF THREE KNOLLS THAT FORM THE SUMMIT OF CHERRY CREEK
 MV0368'MOUNTAIN.  THE TWO POINTS NW HAVE A SLIGHT GROWTH OF BRUSH NEAR
 MV0368'THE TOP.
 MV0368'
 MV0368'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK
 MV0368'FLUSH WITH THE GROUND AND ON HIGHEST PART OF HILL.  IT IS
 MV0368'STAMPED CHERRY 1940.
 MV0368'
 MV0368'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK
 MV0368'FLUSH WITH THE GROUND AND ABOUT ENE OF STATION.  IT IS STAMPED
 MV0368'CHERRY NO. 1 1940.
 MV0368'
 MV0368'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK,
 MV0368'FLUSH WITH THE GROUND AND ABOUT 41 FEET NNW OF STATION.  IT IS
 MV0368'STAMPED CHERRY NO. 2 1940.
 MV0368'
 MV0368'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK, ABOUT
 MV0368'1/2 MILE NW OF STATION NEAR TOP OF NEXT HILL.  ABOUT 30 FEET
 MV0368'SE OF A CLUMP OF BUSHES, AND ABOUT THE SAME ELEVATION AS
 MV0368'STATION.  IT IS STAMPED CHERRY 1940.
 MV0368'
 MV0368'TO REACH FROM EAGLEVILLE, CALIFORNIA, FOLLOW MAIN-TRAVELED
 MV0368'ROAD S TOWARD GERLACH, NEVADA, FOR 14 MILES TO THE
 MV0368'CALIFORNIA-NEVADA STATE LINE, CONTINUE ON MAIN ROAD FOR 7.4 MILES
 MV0368'TO CROSSROADS (SMALL SHACK IN CENTER OF FORKS).  KEEP LEFT FORK,
 MV0368'MAIN ROAD FOR 1.6 MILES TO A DIRT ROAD LEADING E.  TURN LEFT E,
 MV0368'JUST AFTER CROSSING SMALL BRIDGE ON THE LOST CREEK-GRASS VALLEY
 MV0368'ROAD, SIGN GRASS VALLEY GERLACH 47, RENO, EAGLEVILLE,
 MV0368'CEDARVILLE 40, FOLLOW THE LOST CREEK-GRASS VALLEY ROAD FOR 5.0
 MV0368'MILES, TURN LEFT ON THE GRASS VALLEY-LEADVILLE ROAD SIGN
 MV0368'GRASS VALLEY, LEADVILLE, EAGLEVILLE 28, CEDARVILLE 45, FOLLOW
 MV0368'THE GRASS VALLEY-LEADVILLE ROAD FOR 2.6 MILES, ROAD
 MV0368'COMES IN FROM RIGHT, SIGN GERLACH 42-RENO 147, CONTINUE
 MV0368'STRAIGHT AHEAD ON MAIN-TRAVELED ROAD UP LOST CREEK CANYON FOR 4.3
 MV0368'MILES TO FORKS, TAKE RIGHT FORK OF MAIN-TRAVELED ROAD FOR
 MV0368'1.1 MILES TO SIGN TO RIGHT OF ROAD ON CREST OF RIDGE,
 MV0368'CONTINUE 0.3 MILE TO CREST OF NEXT RIDGE.  STATION SITE
 MV0368'WHICH CAN BE REACHED BY TURNING LEFT, NW, AND DRIVING 0.4
 MV0368'MILE TO NW END OF HIGH KNOLL, IS A ROUND, GRASSY HILL, ABOUT
 MV0368'3 MILES AIRLINE, AND LIES 302 DEG MAGNETIC FROM THE
 MV0368'ABOVE-MENTIONED TURN (ON SUMMIT OF RIDGE 0.3 MILE E OF
 MV0368'HIGHWAY SIGN), CONTINUE ON GRASS VALLEY ROAD FOR 1.9 MILES,
 MV0368'TURN LEFT, NW OFF MAIN ROAD, GO ACROSS COUNTRY THROUGH SAGE
 MV0368'BRUSH IN A WESTERLY AND NORTHWESTERLY DIRECTION FOR ABOUT 5
 MV0368'MILES TO HIGHEST POINT OF VICINITY AND STATION.  CARE SHOULD
 MV0368'BE EXERCISED IN AVOIDING LARGE, HIDDEN BOULDERS IN SAGE BRUSH.
 MV0368
 MV0368                          STATION RECOVERY (1966)
 MV0368
 MV0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (DHK)
 MV0368'THE OLD DESCRIPTION IS ADEQUATE.
 MV0368'
 MV0368'DISTANCES AND DIRECTIONS TO R.M.S NOT CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0743 ***********************************************************************
 LQ0743  DESIGNATION -  CHERRY
 LQ0743  PID         -  LQ0743
 LQ0743  STATE/COUNTY-  NV/ELKO
 LQ0743  USGS QUAD   -  NOON ROCK (1990)
 LQ0743
 LQ0743                         *CURRENT SURVEY CONTROL
 LQ0743  ___________________________________________________________________
 LQ0743* NAD 83(1994)-  40 37 53.69622(N)    115 34 32.84321(W)     ADJUSTED  
 LQ0743* NAVD 88     -      1940.0    (meters)    6365.     (feet)  VERTCON   
 LQ0743  ___________________________________________________________________
 LQ0743  LAPLACE CORR-          13.34  (seconds)                    DEFLEC99
 LQ0743  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 LQ0743
 LQ0743  HORZ ORDER  -  FIRST
 LQ0743
 LQ0743.The horizontal coordinates were established by classical geodetic methods
 LQ0743.and adjusted by the National Geodetic Survey in June 1998..
 LQ0743
 LQ0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0743
 LQ0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0743
 LQ0743.The geoid height was determined by GEOID03.
 LQ0743
 LQ0743;                    North         East     Units Scale Factor Converg.
 LQ0743;SPC NV E     - 8,652,736.792   200,638.135   MT  0.99990001   +0 00 17.7
 LQ0743;SPC NV E     -28,388,187.29    658,260.28   sFT  0.99990001   +0 00 17.7
 LQ0743;UTM  11      - 4,498,835.426   620,444.631   MT  0.99977856   +0 55 39.2
 LQ0743
 LQ0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0743!SPC NV E     -   0.99969867  x   0.99990001  =   0.99959871
 LQ0743!UTM  11      -   0.99969867  x   0.99977856  =   0.99947729
 LQ0743
 LQ0743|---------------------------------------------------------------------|
 LQ0743| PID    Reference Object                     Distance      Geod. Az  |
 LQ0743|                                                           dddmmss.s |
 LQ0743| DC9939 CHERRY RM 1                          11.193 METERS 09315     |
 LQ0743| DC9940 CHERRY RM 2                           7.734 METERS 19321     |
 LQ0743| DC9938 CHERRY AZ MK                                       3312636.6 |
 LQ0743|---------------------------------------------------------------------|
 LQ0743
 LQ0743                          SUPERSEDED SURVEY CONTROL
 LQ0743
 LQ0743  NAD 83(1986)-  40 37 53.69833(N)    115 34 32.83644(W) AD(       ) 1
 LQ0743  NAD 27      -  40 37 53.95100(N)    115 34 29.62400(W) AD(       ) 1
 LQ0743  NGVD 29 (03/11/99) 1938.8    (m)         6361.     (f) VERT ANG       
 LQ0743
 LQ0743.Superseded values are not recommended for survey control.
 LQ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0743.See file dsdata.txt to determine how the superseded data were derived.
 LQ0743
 LQ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE2044598835(NAD 83)
 LQ0743_MARKER: DS = TRIANGULATION STATION DISK
 LQ0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0743+STABILITY: SURFACE MOTION
 LQ0743
 LQ0743  HISTORY     - Date     Condition        Report By
 LQ0743  HISTORY     - 1947     MONUMENTED       CGS
 LQ0743  HISTORY     - 1961     GOOD             USGS
 LQ0743
 LQ0743                          STATION DESCRIPTION
 LQ0743
 LQ0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0743'THE STATION IS 21 MILES, AIRLINE, SOUTHEAST OF ELKO, 5 MILES,
 LQ0743'AIRLINE, NORTH OF THE POST OFFICE AT LEE, 1/4 MILE WEST OF
 LQ0743'CHERRY SPRINGS, ON THE SLOPE OF AN EAST- WEST RIDGE, ON THE
 LQ0743'EAST SIDE OF A BROAD VALLEY AND AT THE FOOT OF A HIGH MOUNTAIN.
 LQ0743'THERE IS AN OLD ABANDONED RANCH ABOUT 1 MILE NORTH OF THE
 LQ0743'STATION.
 LQ0743'
 LQ0743'THE STATION MARK IS STANDARD DISK SET IN THE TOP OF A 10
 LQ0743'INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 LQ0743'SURFACE OF THE GROUND.  IT IS ABOUT 50 FEET SOUTH OF A TRACK
 LQ0743'ROAD THAT LEADS TO CHERRY SPRINGS.  THE MARK IS STAMPED CHERRY
 LQ0743'1947.
 LQ0743'
 LQ0743'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 LQ0743'10 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 LQ0743'THE SURFACE OF THE GROUND, AND IS 1 FOOT HIGHER IN ELEVATION
 LQ0743'THAN THE STATION MARK.  IT IS STAMPED CHERRY NO 1 1947.
 LQ0743'
 LQ0743'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 LQ0743'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 LQ0743'THE SURFACE OF THE GROUND.  IS 6 INCHES HIGHER IN ELEVATION
 LQ0743'THAN THE STATION MARK.  AND IS 3 FEET EAST OF A 4 INCH SQUARE
 LQ0743'WHITE WITNESS POST.  THE MARK IS STAMPED CHERRY NO 2 1947.
 LQ0743'
 LQ0743'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 LQ0743'INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 LQ0743'SURFACE OF THE GROUND, IS 10 FEET NORTH OF THE CENTER OF THE
 LQ0743'TRACK ROAD LEADING TO THE STATION, AND IS STAMPED CHERRY 1947.
 LQ0743'
 LQ0743'TO REACH THE STATION FROM THE INTERSECTION FO IDAHO STREET AND
 LQ0743'5TH STREET IN ELKO GO SOUTHEAST ON 5TH STREET FOR 0.3 MILES.
 LQ0743'CONTINUE ON 5TH STREET SOUTH AND EAST (WHICH RUNS INTO A BLACKTOP
 LQ0743'HIGHWAY) 6.5 MILES TO A ROAD RIGHT (JIGGS ROAD).  KEEP STRAIGHT
 LQ0743'AHEAD ON THE BLACK TOP HIGHWAY FOR 5.3 MILES TO A DIRT ROAD
 LQ0743'RIGHT WHICH IS 0.25 MILES BEYOND A A SIGN ON THE RIGHT LOWER
 LQ0743'LAMOILLE.  TURN RIGHT ONTO THE DIRT ROAD AND GO SOUTHERLY
 LQ0743'1.6 MILES TO FORKS.  TAKE THE RIGHT FORK SOUTHERLY FOR 5.2
 LQ0743'MILES TO A REVERSE Y-FORK.  KEEP STRAIGHT AHEAD SOUTHERLY
 LQ0743'FOR 1.5 MILES TO A WIRE GATE ON THE LEFT AND BOARD GATE
 LQ0743'ON THE RIGHT.  TURN LEFT THROUGH THE GATE AND FOLLOW A
 LQ0743'TRACK ROAD, RIGHT FORK, EASTERLY 1.3 MILES TO THE REMAINS
 LQ0743'OF AN OLD RANCH JUST NORTHEAST OF A LARGE TREE.  TURN
 LQ0743'RIGHT AT THE TREE AND FOLLOW A DIM SET OF TRACKS WHICH
 LQ0743'CROSS A SMALL STREAM THENCE UP A DRAW 0.15 MILE.
 LQ0743'CONTINUE ON THE TRACKS WHICH LEAVE THE DRAW AND GO UP A
 LQ0743'STEEP INCLINE 0.15 MILE TO AN OPENING IN AN OLD FENCE LINE.
 LQ0743'TURN SHARP LEFT AND GO EASTERLY 0.3 MILES ALONG THE SOUTH
 LQ0743'SIDE OF THE FENCE TO A NORTH- SOUTH FENCE LINE.  LET THE
 LQ0743'FENCE DOWN AND CROSS THENCE FOLLOW THE TRACKS EASTERLY UP
 LQ0743'THE RIDGE TO THE AZIMUTH MARK ON THE LEFT FOR A DISTANCE OF
 LQ0743'0.2 MILES FROM THE FENCE.  CONTINUE EASTERLY ON THE TRACKS
 LQ0743'0.2 MILES TO THE STATION ON THE RIGHT.
 LQ0743'
 LQ0743'NOTE--ON THE 8- 27- 47 THE HEIGHT OF THE TRIPOD WAS 3.11
 LQ0743'METERS.  HOWEVER IN ORDER TO CLEAR AN OBSTRUCTION IT WAS
 LQ0743'INCREASED TO 4.20 METERS ON 8- 29- 47-
 LQ0743
 LQ0743                          STATION RECOVERY (1961)
 LQ0743
 LQ0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LQ0743'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-4 STATION 1048.
 LQ0743'STATION MARK--STANDARD DISC STAMPED---CHERRY 1947---SET IN THE TOP OF
 LQ0743'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SUR-
 LQ0743'FACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0699 ***********************************************************************
 JP0699  DESIGNATION -  CHERRY
 JP0699  PID         -  JP0699
 JP0699  STATE/COUNTY-  NV/NYE
 JP0699  USGS QUAD   -  WATER GAP WEST (1985)
 JP0699
 JP0699                         *CURRENT SURVEY CONTROL
 JP0699  ___________________________________________________________________
 JP0699* NAD 83(1994)-  38 03 44.58744(N)    115 22 49.69642(W)     ADJUSTED  
 JP0699* NAVD 88     -      1915.9    (meters)    6286.     (feet)  VERTCON   
 JP0699  ___________________________________________________________________
 JP0699  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 JP0699  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 JP0699
 JP0699  HORZ ORDER  -  THIRD
 JP0699
 JP0699.The horizontal coordinates were established by classical geodetic methods
 JP0699.and adjusted by the National Geodetic Survey in June 1998..
 JP0699
 JP0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0699
 JP0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0699
 JP0699.The geoid height was determined by GEOID03.
 JP0699
 JP0699;                    North         East     Units Scale Factor Converg.
 JP0699;SPC NV C     - 6,368,308.620   612,864.952   MT  1.00005684   +0 47 35.0
 JP0699;SPC NV C     -20,893,359.20  2,010,707.76   sFT  1.00005684   +0 47 35.0
 JP0699;UTM  11      - 4,213,974.969   642,074.343   MT  0.99984860   +0 59 55.1
 JP0699
 JP0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0699!SPC NV C     -   0.99970321  x   1.00005684  =   0.99976004
 JP0699!UTM  11      -   0.99970321  x   0.99984860  =   0.99955186
 JP0699
 JP0699                          SUPERSEDED SURVEY CONTROL
 JP0699
 JP0699  NAD 83(1994)-  38 03 44.58247(N)    115 22 49.70069(W) AD(       ) 3
 JP0699  NAD 83(1986)-  38 03 44.57926(N)    115 22 49.69001(W) AD(       ) 3
 JP0699  NGVD 29 (01/04/94) 1914.9    (m)         6282.     (f) VERT ANG       
 JP0699
 JP0699.Superseded values are not recommended for survey control.
 JP0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0699.See file dsdata.txt to determine how the superseded data were derived.
 JP0699
 JP0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC4207413975(NAD 83)
 JP0699
 JP0699  HISTORY     - Date     Condition        Report By
 JP0699  HISTORY     - UNK      MONUMENTED
 JP0699  HISTORY     - 1971     GOOD             USGS
 JP0699
 JP0699                          STATION DESCRIPTION
 JP0699
 JP0699'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0699'RECOVERED AS DESCRIBED BY USFS IN 1961.  STATION REACHED BY
 JP0699'HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9105 ***********************************************************************
 AH9105  DESIGNATION -  CHERRY
 AH9105  PID         -  AH9105
 AH9105  STATE/COUNTY-  NV/CHURCHILL
 AH9105  USGS QUAD   -  CLAN ALPINE RANCH (1990)
 AH9105
 AH9105                         *CURRENT SURVEY CONTROL
 AH9105  ___________________________________________________________________
 AH9105* NAD 83(1994)-  39 36 58.27418(N)    117 51 41.11219(W)     ADJUSTED  
 AH9105* NAVD 88     -      2693.5    (meters)    8837.     (feet)  VERTCON   
 AH9105  ___________________________________________________________________
 AH9105  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 AH9105  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AH9105
 AH9105  HORZ ORDER  -  THIRD
 AH9105
 AH9105.The horizontal coordinates were established by classical geodetic methods
 AH9105.and adjusted by the National Geodetic Survey in February 1999..
 AH9105
 AH9105.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9105
 AH9105.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9105
 AH9105.The geoid height was determined by GEOID03.
 AH9105
 AH9105;                    North         East     Units Scale Factor Converg.
 AH9105;SPC NV W     - 4,540,250.609   861,984.829   MT  0.99994729   +0 27 37.2
 AH9105;SPC NV W     -14,895,805.54  2,828,028.56   sFT  0.99994729   +0 27 37.2
 AH9105;UTM  11      - 4,385,513.614   426,058.892   MT  0.99966731   -0 32 57.5
 AH9105
 AH9105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9105!SPC NV W     -   0.99958117  x   0.99994729  =   0.99952848
 AH9105!UTM  11      -   0.99958117  x   0.99966731  =   0.99924862
 AH9105
 AH9105                          SUPERSEDED SURVEY CONTROL
 AH9105
 AH9105  NGVD 29 (02/26/99) 2692.3    (m)         8833.     (f) VERT ANG       
 AH9105
 AH9105.Superseded values are not recommended for survey control.
 AH9105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9105.See file dsdata.txt to determine how the superseded data were derived.
 AH9105
 AH9105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD2605985514(NAD 83)
 AH9105_MARKER: DS = TRIANGULATION STATION DISK
 AH9105_SETTING: 66 = SET IN ROCK OUTCROP
 AH9105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9105+STABILITY: POSITION/ELEVATION WELL
 AH9105
 AH9105  HISTORY     - Date     Condition        Report By
 AH9105  HISTORY     - 1965     MONUMENTED       USGS
 AH9105
 AH9105                          STATION DESCRIPTION
 AH9105
 AH9105'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH9105'LOCATED ABOUT 32 MI. NE. OF FRENCHMAN, 22 MI. N. OF EASTGATE, 8 MI.
 AH9105'NW. OF MARY HUDSON RANCH, ON A HIGH SHARP TOP ABOUT MIDWAY AND IN LINE
 AH9105'WITH STATIONS LEE AND GRANT. STATION REACHED BY HELICOPTER. STATION
 AH9105'MARK--A STANDARD ALUMINUM TABLET STAMPED---CHERRY 1965--- CEMENTED IN
 AH9105'A DRILL HOLE IN A ROCK OUTCROP. REFERENCE MARK NO. 1--A STANDARD
 AH9105'REFERENCE MARK TABLET STAMPED--- ---NO 1 1965--- CEMENTED IN A DRILL
 AH9105'HOLE IN ROCK, 19.39 FT. FROM STATION MARK IN DIRECT 69 DEGREES 04
 AH9105'MINUTES AND ABOUT 5 FT. LOWER. REFERENCE MARK NO. 2--A STANDARD
 AH9105'REFERENCE MARK TABLET STAMPED--- ---NO 2 1965--- CEMENTED IN A DRILL
 AH9105'HOLE IN A ROCK OUTCROP, 12.87 FT. FROM STATION MARK IN DIRECT 322
 AH9105'DEGREES 01 MINUTES AND ABOUT 1 FT. LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0369 ***********************************************************************
 KP0369  DESIGNATION -  CHERRY CREEK
 KP0369  PID         -  KP0369
 KP0369  STATE/COUNTY-  NV/WHITE PINE
 KP0369  USGS QUAD   -  EXCHEQUER SPRING (1982)
 KP0369
 KP0369                         *CURRENT SURVEY CONTROL
 KP0369  ___________________________________________________________________
 KP0369* NAD 83(1994)-  39 57 58.39369(N)    114 53 44.98526(W)     ADJUSTED  
 KP0369* NAVD 88     -      3208.5    (meters)   10527.     (feet)  VERTCON   
 KP0369  ___________________________________________________________________
 KP0369  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 KP0369  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 KP0369
 KP0369  HORZ ORDER  -  FIRST
 KP0369
 KP0369.The horizontal coordinates were established by classical geodetic methods
 KP0369.and adjusted by the National Geodetic Survey in June 1998..
 KP0369
 KP0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0369
 KP0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0369
 KP0369.The geoid height was determined by GEOID03.
 KP0369
 KP0369;                    North         East     Units Scale Factor Converg.
 KP0369;SPC NV E     - 8,579,088.467   258,731.921   MT  0.99994245   +0 26 29.8
 KP0369;SPC NV E     -28,146,559.41    848,856.31   sFT  0.99994245   +0 26 29.8
 KP0369;UTM  11      - 4,426,128.162   679,707.005   MT  0.99999758   +1 21 07.0
 KP0369
 KP0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0369!SPC NV E     -   0.99949993  x   0.99994245  =   0.99944241
 KP0369!UTM  11      -   0.99949993  x   0.99999758  =   0.99949751
 KP0369
 KP0369|---------------------------------------------------------------------|
 KP0369| PID    Reference Object                     Distance      Geod. Az  |
 KP0369|                                                           dddmmss.s |
 KP0369| DC9942 CHERRY CREEK RM 2                     7.889 METERS 07416     |
 KP0369| LQ0656 WIND                                APPROX.20.0 KM 0763449.5 |
 KP0369| DC9941 CHERRY CREEK RM 1                     4.651 METERS 35657     |
 KP0369|---------------------------------------------------------------------|
 KP0369
 KP0369                          SUPERSEDED SURVEY CONTROL
 KP0369
 KP0369  NAD 83(1994)-  39 57 58.39241(N)    114 53 44.98319(W) AD(       ) 1
 KP0369  NAD 83(1986)-  39 57 58.38999(N)    114 53 44.98407(W) AD(       ) 1
 KP0369  NAD 27      -  39 57 58.63006(N)    114 53 41.88245(W) AD(       ) 1
 KP0369  NGVD 29 (07/19/86) 3207.1    (m)        10522.     (f) VERT ANG       
 KP0369
 KP0369.Superseded values are not recommended for survey control.
 KP0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0369.See file dsdata.txt to determine how the superseded data were derived.
 KP0369
 KP0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE7970726128(NAD 83)
 KP0369_MARKER: DS = TRIANGULATION STATION DISK
 KP0369_SETTING: 66 = SET IN ROCK OUTCROP
 KP0369
 KP0369  HISTORY     - Date     Condition        Report By
 KP0369  HISTORY     - 1965     MONUMENTED       CGS
 KP0369  HISTORY     - 1967     GOOD             CGS
 KP0369
 KP0369                          STATION DESCRIPTION
 KP0369
 KP0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KP0369'STATION IS LOCATED ABOUT 22 MILES SOUTHWEST OF CURRIE, ABOUT
 KP0369'16 MILES SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 93 AND
 KP0369'ALTERNATE 50, ABOUT 10 MILES NORTHWEST OF JUNCTION OF U.S. HIGHWAY
 KP0369'93 AND STATE ROUTE 35, ABOUT 5 MILES NORTH OF CHERRY CREEK AND ON
 KP0369'CHERRY CREEK MOUNTAIN RANGE.
 KP0369'
 KP0369'TO REACH FROM MC GILL, GO NORTH ON U.S. HIGHWAY 93 AND ALTERNATE
 KP0369'50 FOR 33.6 MILES TO THE JUNCTION OF STATE ROUTE 35, TURN LEFT
 KP0369'AND GO WEST 4.6 MILES TO RAILROAD TRACK, CONTINUE WEST 2.4
 KP0369'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH ON
 KP0369'GRAVELED ROAD 0.6 MILE TO A REVERSE FORK, CONTINUE NORTH
 KP0369'ON THE MAIN ROAD FOR 2.0 MILES TO WHERE THE OLD ROAD BED
 KP0369'ANGLES ACROSS NEW ROAD, BEAR LEFT ON THE OLD ROAD BED FOR 0.35
 KP0369'MILE TO WHERE ROAD TURNS LEFT, TURN LEFT AND FOLLOW TRACK
 KP0369'ROAD WESTERLY FOR 0.6 MILE TO WIRE GATE, PASS THROUGH GATE
 KP0369'AND CONTINUE WESTERLY ON MAIN ROAD 0.55 MILE TO A BULL DOZED
 KP0369'ROAD ON THE LEFT, CONTINUE WESTERLY UP CANYON ON TRACK ROAD
 KP0369'1.2 MILES TO 3-ABANDON CABINS, CONTINUE UP CANYON FOR 0.7
 KP0369'MILE TO 2-ABANDON CABINS ON LEFT, CONTINUE UP CANYON ON BULL
 KP0369'DOZED ROAD 0.45 MILE TO A TRIANGLE BLAZED SMALL PINE TREE
 KP0369'ON RIGHT AND END OF TRUCK TRAVEL.  (A 4-WHEEL DRIVE IS
 KP0369'NECESSARY LAST 0.45 MILE.) FROM HERE PACK WEST UP SMALL
 KP0369'RIDGE BETWEEN TWO WASHES FOR ABOUT 3/4 MILE TO A GRAY ROCK
 KP0369'CLIFF OVER THE WASH ON RIGHT, HERE BEAR RIGHT AND GO NORTHERLY
 KP0369'UP RIGHT SIDE OF WASH TO TOP OF RIDGE AT BURNT AREA, THENCE
 KP0369'WEST AGAIN TO THE HIGHEST POINT OF MOUNTAIN AND STATION AS
 KP0369'DESCRIBED.  (THIS PACK IS ABOUT 3 HOURS.)
 KP0369'
 KP0369'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED CHERRY CREEK
 KP0369'1965, IS SET IN A DRILL HOLE IN BEDROCK.  THE MARK IS 23 FEET
 KP0369'NORTH OF A CAIRN AND 11 FEET NORTHEAST OF A TWIN TRUNK TREE.
 KP0369'
 KP0369'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED CHERRY
 KP0369'CREEK NO 1 1965, IS SET IN A DRILL HOLE IN BEDROCK.  THE MARK
 KP0369'IS 37 FEET NORTH OF A CAIRN AND IS ABOUT 1-1/2 FEET LOWER IN
 KP0369'ELEVATION THAN THE STATION MARK.
 KP0369'
 KP0369'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED CHERRY
 KP0369'CREEK NO 2 1965, IS SET IN A DRILL HOLE IN BEDROCK.  THE MARK
 KP0369'IS 32 FEET NORTHEAST OF CAIRN AND ABOUT 10 FEET LOWER IN
 KP0369'ELEVATION THAN THE STATION MARK.
 KP0369'
 KP0369'NOTICE.  NO AZIMUTH MARK WAS SET AT THIS STATION.  STATIONS HIGH
 KP0369'OR WIND MAY BE USED.
 KP0369'
 KP0369'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KP0369
 KP0369                          STATION RECOVERY (1967)
 KP0369
 KP0369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0369'STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AS DESCRIBED
 KP0369'AND FOUND IN GOOD CONDITION.  THE 1965 DESCRIPTION IS ADEQUATE.
 KP0369'
 KP0369'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 KP0369'NORTH OF CHERRY CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1295 ***********************************************************************
 JR1295  DESIGNATION -  CHET
 JR1295  PID         -  JR1295
 JR1295  STATE/COUNTY-  NV/LYON
 JR1295  USGS QUAD   -  NINEMILE RANCH (1989)
 JR1295
 JR1295                         *CURRENT SURVEY CONTROL
 JR1295  ___________________________________________________________________
 JR1295* NAD 83(1994)-  38 28 22.11899(N)    118 57 49.57701(W)     ADJUSTED  
 JR1295* NAVD 88     -      2093.8    (meters)    6869.     (feet)  VERTCON   
 JR1295  ___________________________________________________________________
 JR1295  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 JR1295  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 JR1295
 JR1295  HORZ ORDER  -  THIRD
 JR1295
 JR1295.The horizontal coordinates were established by classical geodetic methods
 JR1295.and adjusted by the National Geodetic Survey in June 1998..
 JR1295
 JR1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1295
 JR1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1295
 JR1295.The geoid height was determined by GEOID03.
 JR1295
 JR1295;                    North         East     Units Scale Factor Converg.
 JR1295;SPC NV W     - 4,413,149.398   766,804.128   MT  0.99991357   -0 14 12.1
 JR1295;SPC NV W     -14,478,807.65  2,515,756.54   sFT  0.99991357   -0 14 12.1
 JR1295;UTM  11      - 4,260,103.334   328,691.304   MT  0.99996141   -1 13 19.4
 JR1295
 JR1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1295!SPC NV W     -   0.99967544  x   0.99991357  =   0.99958904
 JR1295!UTM  11      -   0.99967544  x   0.99996141  =   0.99963687
 JR1295
 JR1295:                Primary Azimuth Mark                     Grid Az
 JR1295:SPC NV W     -  MOUNT GRANT                              054 25 33.1
 JR1295:UTM  11      -  MOUNT GRANT                              055 24 40.4
 JR1295
 JR1295|---------------------------------------------------------------------|
 JR1295| PID    Reference Object                     Distance      Geod. Az  |
 JR1295|                                                           dddmmss.s |
 JR1295| JR1054 MOUNT GRANT                         APPROX.18.5 KM 0541121.0 |
 JR1295| CS8830 CHET RM 2                             5.233 METERS 16347     |
 JR1295| CS8829 CHET RM 1                             9.488 METERS 25231     |
 JR1295|---------------------------------------------------------------------|
 JR1295
 JR1295                          SUPERSEDED SURVEY CONTROL
 JR1295
 JR1295  NAD 83(1992)-  38 28 22.11630(N)    118 57 49.57689(W) AD(       ) 3
 JR1295  NGVD 29 (03/15/94) 2092.5    (m)         6865.     (f) VERT ANG       
 JR1295
 JR1295.Superseded values are not recommended for survey control.
 JR1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1295.See file dsdata.txt to determine how the superseded data were derived.
 JR1295
 JR1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC2869160103(NAD 83)
 JR1295_MARKER: DS = TRIANGULATION STATION DISK
 JR1295_SETTING: 66 = SET IN ROCK OUTCROP
 JR1295_SP_SET: SET IN ROCK OUTCROP
 JR1295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR1295+STABILITY: POSITION/ELEVATION WELL
 JR1295
 JR1295  HISTORY     - Date     Condition        Report By
 JR1295  HISTORY     - 1955     MONUMENTED       USGS
 JR1295  HISTORY     - 1957     GOOD             USGS
 JR1295
 JR1295                          STATION DESCRIPTION
 JR1295
 JR1295'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JR1295'LOCATED ABOUT 19 MI WSW. OF HAWTHORNE, 9 MI NW. OF FLETCHER, 1 MI
 JR1295'SE. OF EAST WALKER RIVER.  ON FAIRLY PROMINENT E.-W. RIDGE WITH
 JR1295'FEW TREES ON TOP, AT HIGHEST POINT OF RIDGE ON WEST END, IN
 JR1295'CAVITY IN WEST END OF ROCK OUTCROP.
 JR1295'
 JR1295'TO REACH FROM JCT. OF U.S. HWY. 95 AND STATE HWY. 31 IN
 JR1295'HAWTHORNE, DRIVE 4.0 MI S. ON STATE HWY. 31.  TURN RIGHT ON LUCKY
 JR1295'BOY GRADE RD. 20.8 MI TO Y-FORK AT FLETCHER.  TAKE RIGHT FORK 0.5
 JR1295'MI TO X-RDS.  TURN RIGHT AS PER SIGN WALKER RIVER 6.1 MI TO
 JR1295'T-RD. W.  TURN LEFT AS PER SIGN WALKER RIVER 1.7 MI TO REVERSE
 JR1295'Y-FORK.  TAKE RIGHT FORK 1.7 MI TO Y-FORK AT DIVIDE.  TAKE LEFT
 JR1295'FORK 0.6 MI.  TURN RIGHT CROSS-COUNTRY AS FAR AS FEASIBLE UP SLOPE
 JR1295'ABOUT 0.7 MI.  PACK N. TO TOP AND STATION.  ABOUT A 20-MINUTE
 JR1295'PACK.  (IT MAY BE POSSIBLE TO TAKE 4-WHEEL DRIVE TO STATION BY
 JR1295'STAYING ON RD. ABOUT 0.3 MI FURTHER BEFORE DRIVING CROSS-COUNTRY)
 JR1295'
 JR1295'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---CHET 1955---, IN
 JR1295'BOTTOM OF CAVITY IN ROCK OUTCROP, 0.5 FT BELOW TOP OF ROCK.
 JR1295'
 JR1295'RM 1--COPPER NAIL AND WASHER CEMENTED IN TOP OF BOULDER
 JR1295'PROJECTING 1.7 FT.
 JR1295'
 JR1295'RM 2--COPPER NAIL AND WASHER CEMENTED IN TOP OF BOULDER
 JR1295'PROJECTING 1.3 FT.
 JR1295
 JR1295                          STATION RECOVERY (1957)
 JR1295
 JR1295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JR1295'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1609 ***********************************************************************
 KR1609  DESIGNATION -  CHILL
 KR1609  PID         -  KR1609
 KR1609  STATE/COUNTY-  NV/LYON
 KR1609  USGS QUAD   -  SILVER SPRINGS SOUTH (1985)
 KR1609
 KR1609                         *CURRENT SURVEY CONTROL
 KR1609  ___________________________________________________________________
 KR1609* NAD 83(1994)-  39 21 29.39913(N)    119 12 09.96172(W)     ADJUSTED  
 KR1609* NAVD 88     -      1334.8    (meters)    4379.     (feet)  VERTCON   
 KR1609  ___________________________________________________________________
 KR1609  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 KR1609  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 KR1609
 KR1609  HORZ ORDER  -  SECOND
 KR1609
 KR1609.The horizontal coordinates were established by classical geodetic methods
 KR1609.and adjusted by the National Geodetic Survey in June 1998..
 KR1609
 KR1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1609
 KR1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1609
 KR1609.The geoid height was determined by GEOID03.
 KR1609
 KR1609;                    North         East     Units Scale Factor Converg.
 KR1609;SPC NV W     - 4,511,540.759   746,617.388   MT  0.99993508   -0 23 34.2
 KR1609;SPC NV W     -14,801,613.31  2,449,527.21   sFT  0.99993508   -0 23 34.2
 KR1609;UTM  11      - 4,358,838.116   310,214.654   MT  1.00004349   -1 23 50.4
 KR1609
 KR1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1609!SPC NV W     -   0.99979447  x   0.99993508  =   0.99972956
 KR1609!UTM  11      -   0.99979447  x   1.00004349  =   0.99983795
 KR1609
 KR1609|---------------------------------------------------------------------|
 KR1609| PID    Reference Object                     Distance      Geod. Az  |
 KR1609|                                                           dddmmss.s |
 KR1609| DB7023 CHILL RM 1                            9.294 METERS 04023     |
 KR1609| DB7024 CHILL RM 2                            5.295 METERS 13831     |
 KR1609| KR0784 Q 118                                              3284052.6 |
 KR1609|---------------------------------------------------------------------|
 KR1609
 KR1609                          SUPERSEDED SURVEY CONTROL
 KR1609
 KR1609  NAD 83(1992)-  39 21 29.40352(N)    119 12 09.94890(W) AD(       ) 2
 KR1609  NAD 83(1986)-  39 21 29.40922(N)    119 12 09.94148(W) AD(       ) 2
 KR1609  NAD 27      -  39 21 29.70900(N)    119 12 06.35300(W) AD(       ) 2
 KR1609  NGVD 29 (07/19/86) 1333.8    (m)         4376.     (f) VERT ANG       
 KR1609
 KR1609.Superseded values are not recommended for survey control.
 KR1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1609.See file dsdata.txt to determine how the superseded data were derived.
 KR1609
 KR1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD1021558838(NAD 83)
 KR1609_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1609_SETTING: 80 = SET IN A BOULDER
 KR1609_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1609
 KR1609  HISTORY     - Date     Condition        Report By
 KR1609  HISTORY     - 1951     MONUMENTED       CGS
 KR1609  HISTORY     - 1955     GOOD             USGS
 KR1609  HISTORY     - 1956     GOOD             USGS
 KR1609
 KR1609                          STATION DESCRIPTION
 KR1609
 KR1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1609'STATION SITE IS LOCATED ON THE SUMMIT OF AN ISOLATED BUTTE
 KR1609'IN CHURCHILL VALLEY, 4 MILES SOUTH OF THE JUNCTION OF U.S.
 KR1609'HIGHWAYS 50 AND ALTERNATE 95, AND APPROXIMATELY 1 MILE EAST
 KR1609'OF A RAILROAD.
 KR1609'
 KR1609'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND ALTERNATE
 KR1609'95 BY GOING SOUTH ON U.S. HIGHWAY ALTERNATE 95 FOR 1.3 MILES
 KR1609'TO A DIRT ROAD LEFT.  TURN LEFT AND FOLLOW THE DIRT ROAD FOR
 KR1609'0.65 MILE TO A REVERSE FORK.  CONTINUE STRAIGHT AHEAD FOR
 KR1609'0.25 MILE TO RAILROAD TRACKS.  CROSS TRACKS AND TURN IMMEDIATELY
 KR1609'RIGHT AND GO SOUTH ALONG THE TRACKS FOR 0.95 MILE TO BENCH
 KR1609'MARK Q 118 (AZIMUTH MARK) ALONG THE LEFT (EAST) SIDE OF THE
 KR1609'ROAD.  CONTINUE FOR 0.05 MILE TO FORKS.  KEEP THE RIGHT
 KR1609'FORK FOR 1.0 MILE TO POINT OPPOSITE RAILROAD CULVERT 200
 KR1609'YARDS PAST RAILROAD MILE POST 309.  TURN LEFT (EAST) DIRECTLY
 KR1609'TOWARD BUTTE APPROXIMATELY 1.0 MILE AWAY AND TRAVEL 0.75 MILE
 KR1609'AND ENTER SAND FLAT.  STATION SITE IS DIRECTLY ACROSS
 KR1609'FLAT AND AT SUMMIT OF BUTTE.  A 10-MINUTE PACK.
 KR1609'
 KR1609'STATION MARK IS A STANDARD DISK STAMPED CHILL 1951, AND SET
 KR1609'IN A BOULDER WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 KR1609'
 KR1609'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHILL NO 1 1951, AND
 KR1609'SET IN A BOULDER WHICH PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS
 KR1609'3 FEET LOWER THAN THE STATION.
 KR1609'
 KR1609'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHILL NO 2 1951,
 KR1609'AND SET IN A BOULDER WHICH PROJECTS 2 FEET ABOVE THE GROUND.
 KR1609'IT IS 3 FEET LOWER THAN THE STATION.
 KR1609'
 KR1609'BENCH MARK Q 118 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 KR1609'Q 118 1934, AND SET IN A 6-INCH CONCRETE POST PROJECTING
 KR1609'12 INCHES ABOVE THE GROUND.
 KR1609
 KR1609                          STATION RECOVERY (1955)
 KR1609
 KR1609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KR1609'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 KR1609
 KR1609                          STATION RECOVERY (1956)
 KR1609
 KR1609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KR1609'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0538 ***********************************************************************
 LR0538  DESIGNATION -  CHINA
 LR0538  PID         -  LR0538
 LR0538  STATE/COUNTY-  NV/HUMBOLDT
 LR0538  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0538
 LR0538                         *CURRENT SURVEY CONTROL
 LR0538  ___________________________________________________________________
 LR0538* NAD 83(1994)-  40 58 42.67237(N)    117 44 31.42243(W)     ADJUSTED  
 LR0538* NAVD 88     -      1322.143  (meters)    4337.73   (feet)  ADJUSTED  
 LR0538  ___________________________________________________________________
 LR0538  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 LR0538  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 LR0538  DYNAMIC HT  -        1321.157 (meters)    4334.50  (feet)  COMP
 LR0538  MODELED GRAV-     979,832.1   (mgal)                       NAVD 88
 LR0538
 LR0538  HORZ ORDER  -  FIRST
 LR0538  VERT ORDER  -  FIRST     CLASS II
 LR0538
 LR0538.The horizontal coordinates were established by classical geodetic methods
 LR0538.and adjusted by the National Geodetic Survey in June 1998..
 LR0538
 LR0538.The orthometric height was determined by differential leveling
 LR0538.and adjusted by the National Geodetic Survey in June 1991..
 LR0538
 LR0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0538
 LR0538.The geoid height was determined by GEOID03.
 LR0538
 LR0538.The dynamic height is computed by dividing the NAVD 88
 LR0538.geopotential number by the normal gravity value computed on the
 LR0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0538.degrees latitude (g = 980.6199 gals.).
 LR0538
 LR0538.The modeled gravity was interpolated from observed gravity values.
 LR0538
 LR0538;                    North         East     Units Scale Factor Converg.
 LR0538;SPC NV W     - 4,691,601.261   870,796.792   MT  0.99996167   +0 33 06.2
 LR0538;SPC NV W     -15,392,361.80  2,856,939.14   sFT  0.99996167   +0 33 06.2
 LR0538;UTM  11      - 4,536,637.714   437,570.963   MT  0.99964797   -0 29 11.9
 LR0538
 LR0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0538!SPC NV W     -   0.99979587  x   0.99996167  =   0.99975755
 LR0538!UTM  11      -   0.99979587  x   0.99964797  =   0.99944391
 LR0538
 LR0538|---------------------------------------------------------------------|
 LR0538| PID    Reference Object                     Distance      Geod. Az  |
 LR0538|                                                           dddmmss.s |
 LR0538| LR0536 CHINA RM 1                           30.828 METERS 04152     |
 LR0538| LR0535 CHINA RM 2                           27.430 METERS 11403     |
 LR0538| DB7025 CHINA RM 3                                         15209     |
 LR0538| LR0532 WENTZ                               APPROX. 2.1 KM 1860909.0 |
 LR0538| LR0853 WINNEMUCCA WEST PAC RR SHOP TK      APPROX. 0.9 KM 2215522.5 |
 LR0538|---------------------------------------------------------------------|
 LR0538
 LR0538                          SUPERSEDED SURVEY CONTROL
 LR0538
 LR0538  NAD 83(1986)-  40 58 42.67757(N)    117 44 31.41663(W) AD(       ) 1
 LR0538  NAD 27      -  40 58 43.02900(N)    117 44 27.95100(W) AD(       ) 1
 LR0538  NGVD 29 (??/??/92) 1321.12   (m)         4334.4    (f) COMPUTED    1 2
 LR0538
 LR0538.Superseded values are not recommended for survey control.
 LR0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0538.See file dsdata.txt to determine how the superseded data were derived.
 LR0538
 LR0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF3757136638(NAD 83)
 LR0538_MARKER: DS = TRIANGULATION STATION DISK
 LR0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0538_STAMPING: CHINA 1946
 LR0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0538+STABILITY: SURFACE MOTION
 LR0538
 LR0538  HISTORY     - Date     Condition        Report By
 LR0538  HISTORY     - 1946     MONUMENTED       CGS
 LR0538  HISTORY     - 1953     GOOD             CGS
 LR0538  HISTORY     - 1953     GOOD             NGS
 LR0538  HISTORY     - 1957     GOOD             CGS
 LR0538  HISTORY     - 1968     GOOD             NGS
 LR0538  HISTORY     - 1973     GOOD             NGS
 LR0538  HISTORY     - 19900101 MARK NOT FOUND   NGS
 LR0538
 LR0538                          STATION DESCRIPTION
 LR0538
 LR0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 LR0538'THE STATION IS LOCATED ON TOP OF A SMALL BLUFF ON THE
 LR0538'NORTHWEST SIDE OF THE RIGHT- OF- WAY OF U.S. HIGHWAY NO. 95,
 LR0538'1/2 MILE WEST- NORTHWEST OF THE BUSINESS DISTRICT OF WINNEMUCCA,
 LR0538'AND 1/10 MILE NORTHWEST OF THE NORTHWEST END OF THE BRIDGE
 LR0538'OVER THE HUMBOLDT RIVER, BETWEEN A SMALL CEMETERY AND THE
 LR0538'HIGHWAY.
 LR0538'
 LR0538'THE STATION MARK IS A STANDARD DISC SET IN THE TOP OF A 9 INCH
 LR0538'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS APPROXIMATELY
 LR0538'4 FEET NORTHWEST OF THE EDGE OF THE BLUFF AND 5.5 FEET SOUTH
 LR0538'EAST OF A WHITE 4 INCH SQUARE WITNESS POST.  THE DISC IS
 LR0538'STAMPED CHINA 1946.
 LR0538'
 LR0538'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN THE TOP OF AN
 LR0538'8 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE TOP OF AND
 LR0538'ADJACENT TO THE CURB OF THE GUTTER ON THE NORTHWEST SIDE OF
 LR0538'THE HIGHWAY.  IT IS ABOUT 12 FEET LOWER THAN THE STATION AND
 LR0538'STAMPED CHINA NO 1 1946.
 LR0538'
 LR0538'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN THE TOP OF AN
 LR0538'8 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE TOP AND
 LR0538'ADJACENT TO THE CURB OF THE GUTTER ON THE NORTHWEST SIDE OF
 LR0538'THE HIGHWAY.  IT IS ABOUT 12 FEET LOWER THAN THE STATION AND
 LR0538'IS STAMPED CHINA NO 2 1946.
 LR0538'
 LR0538'STATION NORTHWEST CORNER MAY BE USED FOR AN AZIMUTH MARK.
 LR0538'
 LR0538'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NOS. 95
 LR0538'AND 40 IN WINNEMUCCA GO NORTHWEST ON NO. 95 FOR 0.5 MILE.  TURN
 LR0538'LEFT ON A DIRT ROAD AND GO ABOUT 200 FEET THENCE BEAR SHARP
 LR0538'RIGHT UP A SMALL INCLINE ABOUT 200 FEET TO AN OLD CHINESE
 LR0538'CEMETERY AND THE STATION.  A DRIVE STATION.
 LR0538
 LR0538                          STATION RECOVERY (1953)
 LR0538
 LR0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFW)
 LR0538'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 LR0538'AS DESCRIBED.
 LR0538
 LR0538                          STATION RECOVERY (1953)
 LR0538
 LR0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 LR0538'IN WINNEMUCCA.
 LR0538'AT WINNEMUCCA, 0.6 MILE NORTHWEST ALONG U. S. HIGHWAY 95 (MELARKEY
 LR0538'STREET) FROM THE POST OFFICE, 0.1 MILE NORTHWEST OF THE NORTHWEST END
 LR0538'OF A BRIDGE OVER HUMBOLDT RIVER AND THE WESTERN PACIFIC RAILROAD, AT
 LR0538'THE T JUNCTION OF A ROAD LEADING WEST TO JUNGO AND SULPHUR, ON TOP OF
 LR0538'A LOW RIDGE, AT AN OLD CHINESE CEMETERY, 102.2 FEET SOUTHWEST OF CHINA
 LR0538'R.M. 1, 95 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 92.2 FEET
 LR0538'WEST OF CHINA R.M. 2, 6 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 LR0538'RIDGE, 4.9 FEET SOUTHEAST OF A WITNESS POST, ABOUT 12 FEET HIGHER THAN
 LR0538'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 LR0538'ABOVE THE GROUND.
 LR0538
 LR0538                          STATION RECOVERY (1957)
 LR0538
 LR0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LR0538'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 LR0538
 LR0538                          STATION RECOVERY (1968)
 LR0538
 LR0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LR0538'RECOVERED IN GOOD CONDITION.
 LR0538
 LR0538                          STATION RECOVERY (1973)
 LR0538
 LR0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 LR0538'THE STATION MARK WAS RESET ON ORIGINAL POSITION AT THIS TIME
 LR0538'USING THE ANGLES TO REFERENCE MARKS 1 AND 2, THE DISTANCE
 LR0538'TO REFERENCE MARK 2 AND BY MEASURING THE WENTZ 1946 LINE.
 LR0538'THE DISTANCE TO REFERENCE MARK 1 DOES NOT CHECK.
 LR0538'
 LR0538'THE STATION MARK IS A STANDARD DISK STAMPED, CHINA 1946 1973.
 LR0538'IT IS SET IN TOP OF A 12 INCH MONUMENT WHICH IS SET FLUSH WITH
 LR0538'THE GROUND SURFACE.  IT IS ON THE EAST CREST OF A RIDGE WHICH
 LR0538'HAS BEEN GRADED DOWN ABOUT 6 FEET FROM PARK CONSTRUCTION.
 LR0538'THE MARK IS ABOUT 130 FEET SOUTHWEST OF THE STONE MEMORIAL,
 LR0538'30 FEET WEST OF A FENCE AND 22 FEET NORTHEAST OF A POWER
 LR0538'POLE WHICH IS IN THE PARK.
 LR0538'
 LR0538'REFERENCE MARKS 1 AND 2 ARE SET IN CONCRETE MONUMENTS WHICH
 LR0538'ARE FLUSH WITH THE CONCRETE CURBING ALONG THE NORTHWEST SIDE OF
 LR0538'THE HIGHWAY AS DESCRIBED IN 1946.
 LR0538'
 LR0538'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, CHINA 1946 1973.
 LR0538'IT IS SET IN A DRILL HOLE IN TOP OF SIDEWALK AT THE NORTHEAST
 LR0538'CORNER OF THE HIGHWAY BRIDGE OVER THE RAILROAD.
 LR0538'
 LR0538'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 95
 LR0538'AND 40 IN WINNEMUCCA, GO NORTHWEST ALONG U.S. HIGHWAY 95 FOR
 LR0538'0.45 MILE TO BRIDGE OVER THE RAILROAD AND REFERENCE MARK 3 ON
 LR0538'THE RIGHT, CONTINUE AHEAD FOR 0.1 MILE TO PIONEER MEMORIAL
 LR0538'PARK ON THE LEFT AND STATION.
 LR0538'
 LR0538'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LR0538'
 LR0538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WINNEMUCCA.
 LR0538
 LR0538                          STATION RECOVERY (1990)
 LR0538
 LR0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DW)
 LR0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0790 ***********************************************************************
 MT0790  DESIGNATION -  CHINA
 MT0790  PID         -  MT0790
 MT0790  STATE/COUNTY-  NV/ELKO
 MT0790  USGS QUAD   -  BROWNS BENCH RANCH (1989)
 MT0790
 MT0790                         *CURRENT SURVEY CONTROL
 MT0790  ___________________________________________________________________
 MT0790* NAD 83(1994)-  41 59 57.02178(N)    114 48 28.60675(W)     ADJUSTED  
 MT0790* NAVD 88     -      1734.2    (meters)    5690.     (feet)  VERTCON   
 MT0790  ___________________________________________________________________
 MT0790  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 MT0790  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 MT0790
 MT0790  HORZ ORDER  -  SECOND
 MT0790
 MT0790.The horizontal coordinates were established by classical geodetic methods
 MT0790.and adjusted by the National Geodetic Survey in June 1998..
 MT0790
 MT0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0790
 MT0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0790
 MT0790.The geoid height was determined by GEOID03.
 MT0790
 MT0790;                    North         East     Units Scale Factor Converg.
 MT0790;SPC NV E     - 8,804,897.038   264,236.021   MT  0.99995076   +0 31 07.8
 MT0790;SPC NV E     -28,887,399.70    866,914.35   sFT  0.99995076   +0 31 07.8
 MT0790;SPC ID C     -    37,245.317   433,063.452   MT  1.00000248   -0 32 26.3
 MT0790;UTM  11      - 4,652,008.744   681,547.736   MT  1.00000558   +1 28 01.7
 MT0790
 MT0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0790!SPC NV E     -   0.99973049  x   0.99995076  =   0.99968126
 MT0790!SPC ID C     -   0.99973049  x   1.00000248  =   0.99973297
 MT0790!UTM  11      -   0.99973049  x   1.00000558  =   0.99973607
 MT0790
 MT0790|---------------------------------------------------------------------|
 MT0790| PID    Reference Object                     Distance      Geod. Az  |
 MT0790|                                                           dddmmss.s |
 MT0790| NV1065 PIPE NN TOP 3S2                     221.961 METERS 00138     |
 MT0790| DC9944 CHINA RM 1                            7.229 METERS 03527     |
 MT0790| DC9943 CHINA AZ MK                                        0594959.2 |
 MT0790| MT0791 T47N R63E SEC 2 NW NE                 4.969 METERS 26725     |
 MT0790| DC9945 CHINA RM 2                            5.300 METERS 29811     |
 MT0790|---------------------------------------------------------------------|
 MT0790
 MT0790                          SUPERSEDED SURVEY CONTROL
 MT0790
 MT0790  NAD 83(1994)-  41 59 57.02101(N)    114 48 28.60525(W) AD(       ) 2
 MT0790  NAD 83(1986)-  41 59 57.01913(N)    114 48 28.60086(W) AD(       ) 2
 MT0790  NAD 27      -  41 59 57.34500(N)    114 48 25.45000(W) AD(       ) 2
 MT0790  NGVD 29 (07/19/86) 1733.0    (m)         5686.     (f) VERT ANG       
 MT0790
 MT0790.Superseded values are not recommended for survey control.
 MT0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0790.See file dsdata.txt to determine how the superseded data were derived.
 MT0790
 MT0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG8154852009(NAD 83)
 MT0790_MARKER: DS = TRIANGULATION STATION DISK
 MT0790_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0790_PROJECTION: FLUSH
 MT0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0790+STABILITY: SURFACE MOTION
 MT0790
 MT0790  HISTORY     - Date     Condition        Report By
 MT0790  HISTORY     - 1947     MONUMENTED       CGS
 MT0790  HISTORY     - 1957     GOOD             USGS
 MT0790
 MT0790                          STATION DESCRIPTION
 MT0790
 MT0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0790'THE STATION IS IN A VALLEY 18 MILES, AIRLINE, S.S.W. OF
 MT0790'ROGERSON, IDAHO, 17 MILES, AIRLINE, N X W OF CONTACT, NEVADA,
 MT0790'NEAR THE IDAHO-NEVADA STATE LINE, AND ABOUT 1-1/2 MILES E.
 MT0790'OF A RANGE OF HIGH MOUNTAINS.
 MT0790'
 MT0790'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 MT0790'12 IN SQUARE CONCRETE POST WHICH PROJECTS 3 IN ABOVE THE
 MT0790'SURFACE OF THE GROUND.  IT IS APPROXIMATELY 20 FEET W.
 MT0790'OF THE CENTERLINE OF A TRACK ROAD AND 20 FEET E. OF A FENCE
 MT0790'CORNER.  IS STAMPED CHINA 1947.
 MT0790'
 MT0790'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MT0790'12 IN SQUARE CONCRETE POST WHICH PROJECTS 3 IN ABOVE THE
 MT0790'SURFACE OF THE GROUND AND IS APPROXIMATELY THE SAME ELEVATION
 MT0790'AS THE STATION MARK.  IT IS ABOUT 12 FEET WEST OF THE CENTERLINE
 MT0790'OF THE TRACK ROAD.  IS STAMPED CHINA NO 1 1947.
 MT0790'
 MT0790'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12
 MT0790'IN SQUARE CONCRETE POST WHICH PROJECTS 3 IN ABOVE THE SURFACE
 MT0790'OF THE GROUND AND IS APPROXIMATELY WITH SAME ELEVATION AS THE
 MT0790'STATION MARK.  IT IS 1.5 FEET EAST OF A N-S FENCELINE AND
 MT0790'APPROX. 40 FEET E OF THE CENTERLINE OF THE TRACK ROAD.  IS
 MT0790'STAMPED CHINA NO 2 1947.
 MT0790'
 MT0790'GLO PIPE NE NW 2 IS A 2-1/2 IN IRON PIPE PROJECTING 18 IN
 MT0790'ABOVE THE SURFACE OF THE GROUND.  THIS MARK SHOWS EVIDENCE OF
 MT0790'HAVING BEEN DISTURBED IN THAT THE TOP IS BATTERED AND IT IS
 MT0790'LEANING CONSIDERABLY.  THE STAMPING NE NW NW2 IS ON THE SIDE
 MT0790'OF THE PIPE.
 MT0790'
 MT0790'GLO PIPE NN TOP 3S2 IS A 2-1/2 IN IRON PIPE PROJECTING 18 IN
 MT0790'ABOVE THE SURFACE OF THE GROUND.  IT IS 1 FOOT E OF A NW
 MT0790'CORNER POST IN A FENCE LINE.  IT IS STAMPED NN TOP 3S2.  THE
 MT0790'STAMPING IS ON THE SIDE.  THE TOP OF THE PIPE HAS BEEN BATTERED.
 MT0790'
 MT0790'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 MT0790'12 IN SQUARE CONCRETE POST WHICH PROJECTS 3 IN ABOVE THE
 MT0790'SURFACE OF THE GROUND AND IS 1 FOOT NORTH OF E-W FENCE LINE.
 MT0790'IT IS 0.25 MILE E OF A FENCE CORNER AND 50 YARDS E OF A SMALL
 MT0790'RAVINE.  IS STAMPED CHINA 1947.
 MT0790'
 MT0790'TO REACH FROM ROGERSON GO W ON THE JARBIDGE ROAD 10.0 MILES
 MT0790'TO A ROAD LEADING SOUTH, LEFT AT A SIGN CHINA CREEK 13.  TURN
 MT0790'LEFT, SOUTH AND GO 13.1 MILES TO FORKS JUST SOUTH OF THE CHINA
 MT0790'CREEK BRIDGE.  TAKE THE LEFT FORK 1.3 MILES TO FORKS.  TAKE
 MT0790'THE RIGHT FORK 1.7 MILES TO A FENCE CORNER AND FORKS.  TAKE
 MT0790'THE LEFT FORK AND GO 0.1 MILE TO A GATE.  PASS THROUGH THE GATE
 MT0790'AND GO ABOUT 150 FEET S TO THE STATION.  A DRIVE STATION.
 MT0790
 MT0790                          STATION RECOVERY (1957)
 MT0790
 MT0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MT0790'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41114-4, STATION 1003.
 MT0790'STATION MARK STANDARD DISK---STAMPED---  CHINA 1947---, SET IN THE TOP
 MT0790'OF A 12 INCH SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0982 ***********************************************************************
 LR0982  DESIGNATION -  CHINA
 LR0982  PID         -  LR0982
 LR0982  STATE/COUNTY-  NV/PERSHING
 LR0982  USGS QUAD   -  CHINA MOUNTAIN (1981)
 LR0982
 LR0982                         *CURRENT SURVEY CONTROL
 LR0982  ___________________________________________________________________
 LR0982* NAD 83(1994)-  40 33 53.75893(N)    117 27 48.67926(W)     ADJUSTED  
 LR0982* NAVD 88     -      2696.2    (meters)    8846.     (feet)  VERTCON   
 LR0982  ___________________________________________________________________
 LR0982  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 LR0982  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 LR0982
 LR0982  HORZ ORDER  -  THIRD
 LR0982
 LR0982.The horizontal coordinates were established by classical geodetic methods
 LR0982.and adjusted by the National Geodetic Survey in June 1998..
 LR0982
 LR0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0982
 LR0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0982
 LR0982.The geoid height was determined by GEOID03.
 LR0982
 LR0982;                    North         East     Units Scale Factor Converg.
 LR0982;SPC NV W     - 4,645,939.005   894,823.778   MT  1.00001064   +0 43 41.8
 LR0982;SPC NV W     -15,242,551.55  2,935,767.68   sFT  1.00001064   +0 43 41.8
 LR0982;UTM  11      - 4,490,565.546   460,761.819   MT  0.99961895   -0 18 05.2
 LR0982
 LR0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0982!SPC NV W     -   0.99958047  x   1.00001064  =   0.99959110
 LR0982!UTM  11      -   0.99958047  x   0.99961895  =   0.99919958
 LR0982
 LR0982                          SUPERSEDED SURVEY CONTROL
 LR0982
 LR0982  NAD 83(1986)-  40 33 53.76457(N)    117 27 48.67338(W) AD(       ) 3
 LR0982  NGVD 29 (07/11/94) 2695.0    (m)         8842.     (f) VERT ANG       
 LR0982
 LR0982.Superseded values are not recommended for survey control.
 LR0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0982.See file dsdata.txt to determine how the superseded data were derived.
 LR0982
 LR0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME6076290566(NAD 83)
 LR0982_MARKER: DB = BENCH MARK DISK
 LR0982_SETTING: 66 = SET IN ROCK OUTCROP
 LR0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0982
 LR0982  HISTORY     - Date     Condition        Report By
 LR0982  HISTORY     - 1959     MONUMENTED       USGS
 LR0982
 LR0982                          STATION DESCRIPTION
 LR0982
 LR0982'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LR0982'LOCATED ABOUT 27 MI. S. OF GOLCONDA, 8 MI. NE. OF MUD SPRING RANCH
 LR0982'HEADQUARTERS, 3 MI. S. OF THE HEAD OF CHINA CREEK, ON THE SW. RIM OF
 LR0982'A LARGE BROKEN MESA.  THERE IS A HIGHER TOP ABOUT 1 MI. NE. OF
 LR0982'STATION.  STATION IS 9 FT. FROM SW. EDGE OF RIM.
 LR0982'
 LR0982'STATION REACHED BY HELICOPTER.
 LR0982'
 LR0982'STATION MARK--STANDARD USGS BM TABLET STAMPED----CHINA 1959----SET IN
 LR0982'ROCK OUTCROP.
 LR0982'
 LR0982'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED----NO 1
 LR0982'1959-----,SET IN ROCK OUTCROP, 18.34 FT. FROM STATION MARK AND LEVEL
 LR0982'WITH STATION MARK 152 DEGREES 36 MINUTES.
 LR0982'
 LR0982'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED----NO 2
 LR0982'1959----,SET IN ROCK OUTCROP, 5 FT. LOWER AND 19.03 FT. FROM STATION
 LR0982'MARK 257 DEGREES 38 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0536 ***********************************************************************
 LR0536  DESIGNATION -  CHINA RM 1
 LR0536  PID         -  LR0536
 LR0536  STATE/COUNTY-  NV/HUMBOLDT
 LR0536  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0536
 LR0536                         *CURRENT SURVEY CONTROL
 LR0536  ___________________________________________________________________
 LR0536* NAD 83(1986)-  40 58 43.     (N)    117 44 30.     (W)     SCALED    
 LR0536* NAVD 88     -      1315.791  (meters)    4316.89   (feet)  ADJUSTED  
 LR0536  ___________________________________________________________________
 LR0536  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 LR0536  DYNAMIC HT  -        1314.808 (meters)    4313.67  (feet)  COMP
 LR0536  MODELED GRAV-     979,831.7   (mgal)                       NAVD 88
 LR0536
 LR0536  VERT ORDER  -  FIRST     CLASS II
 LR0536
 LR0536.The horizontal coordinates were scaled from a topographic map and have
 LR0536.an estimated accuracy of +/- 6 seconds.
 LR0536
 LR0536.The orthometric height was determined by differential leveling
 LR0536.and adjusted by the National Geodetic Survey in June 1991..
 LR0536
 LR0536.The geoid height was determined by GEOID03.
 LR0536
 LR0536.The dynamic height is computed by dividing the NAVD 88
 LR0536.geopotential number by the normal gravity value computed on the
 LR0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0536.degrees latitude (g = 980.6199 gals.).
 LR0536
 LR0536.The modeled gravity was interpolated from observed gravity values.
 LR0536
 LR0536;                    North         East    Units  Estimated Accuracy
 LR0536;SPC NV W     - 4,691,610.      870,830.      MT  (+/- 180 meters Scaled)
 LR0536
 LR0536                          SUPERSEDED SURVEY CONTROL
 LR0536
 LR0536  NGVD 29 (??/??/92) 1314.76   (m)         4313.5    (f) COMPUTED    1 2
 LR0536
 LR0536.Superseded values are not recommended for survey control.
 LR0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0536.See file dsdata.txt to determine how the superseded data were derived.
 LR0536
 LR0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF376366(NAD 83)
 LR0536_MARKER: DR = REFERENCE MARK DISK
 LR0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0536_STAMPING: CHINA NO 1 1946
 LR0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0536+STABILITY: SURFACE MOTION
 LR0536
 LR0536  HISTORY     - Date     Condition        Report By
 LR0536  HISTORY     - 1946     MONUMENTED       CGS
 LR0536  HISTORY     - 1953     GOOD             NGS
 LR0536
 LR0536                          STATION DESCRIPTION
 LR0536
 LR0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0536'IN WINNEMUCCA.
 LR0536'AT WINNEMUCCA, 0.6 MILE NORTHWEST ALONG U. S. HIGHWAY 95 (MELARKEY
 LR0536'STREET) FROM THE POST OFFICE, 0.1 MILE NORTHWEST OF THE NORTHWEST END
 LR0536'OF A BRIDGE OVER HUMBOLDT RIVER AND THE WESTERN PACIFIC RAILROAD, AT
 LR0536'AN OLD CHINESE CEMETERY, AT THE T JUNCTION OF A ROAD LEADING WEST TO
 LR0536'JUNGO AND SULPHUR, AT THE SOUTHWEST EDGE OF THE SOUTHWEST CURB OF THE
 LR0536'HIGHWAY, 245 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 102.2 FEET
 LR0536'NORTHEAST OF TRIANGULATION STATION CHINA, 112.9 FEET NORTHWEST OF
 LR0536'CHINA R.M. 2, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LR0536'ABOUT 12 FEET LOWER THAN THE STATION, FLUSH WITH THE CURB, AND SET IN
 LR0536'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0535 ***********************************************************************
 LR0535  DESIGNATION -  CHINA RM 2
 LR0535  PID         -  LR0535
 LR0535  STATE/COUNTY-  NV/HUMBOLDT
 LR0535  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0535
 LR0535                         *CURRENT SURVEY CONTROL
 LR0535  ___________________________________________________________________
 LR0535* NAD 83(1986)-  40 58 43.     (N)    117 44 30.     (W)     SCALED    
 LR0535* NAVD 88     -      1315.595  (meters)    4316.25   (feet)  ADJUSTED  
 LR0535  ___________________________________________________________________
 LR0535  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 LR0535  DYNAMIC HT  -        1314.613 (meters)    4313.03  (feet)  COMP
 LR0535  MODELED GRAV-     979,831.7   (mgal)                       NAVD 88
 LR0535
 LR0535  VERT ORDER  -  FIRST     CLASS II
 LR0535
 LR0535.The horizontal coordinates were scaled from a topographic map and have
 LR0535.an estimated accuracy of +/- 6 seconds.
 LR0535
 LR0535.The orthometric height was determined by differential leveling
 LR0535.and adjusted by the National Geodetic Survey in June 1991..
 LR0535
 LR0535.The geoid height was determined by GEOID03.
 LR0535
 LR0535.The dynamic height is computed by dividing the NAVD 88
 LR0535.geopotential number by the normal gravity value computed on the
 LR0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0535.degrees latitude (g = 980.6199 gals.).
 LR0535
 LR0535.The modeled gravity was interpolated from observed gravity values.
 LR0535
 LR0535;                    North         East    Units  Estimated Accuracy
 LR0535;SPC NV W     - 4,691,610.      870,830.      MT  (+/- 180 meters Scaled)
 LR0535
 LR0535                          SUPERSEDED SURVEY CONTROL
 LR0535
 LR0535  NGVD 29 (??/??/92) 1314.57   (m)         4312.9    (f) COMPUTED    1 2
 LR0535
 LR0535.Superseded values are not recommended for survey control.
 LR0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0535.See file dsdata.txt to determine how the superseded data were derived.
 LR0535
 LR0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF376366(NAD 83)
 LR0535_MARKER: DR = REFERENCE MARK DISK
 LR0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0535_STAMPING: CHINA NO 2 1946
 LR0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0535+STABILITY: SURFACE MOTION
 LR0535
 LR0535  HISTORY     - Date     Condition        Report By
 LR0535  HISTORY     - 1946     MONUMENTED       CGS
 LR0535  HISTORY     - 1953     GOOD             NGS
 LR0535
 LR0535                          STATION DESCRIPTION
 LR0535
 LR0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0535'IN WINNEMUCCA.
 LR0535'AT WINNEMUCCA, 0.6 MILE NORTHWEST ALONG U. S. HIGHWAY 95 (MELARKEY
 LR0535'STREET) FROM THE POST OFFICE, 0.1 MILE NORTHWEST OF THE NORTHWEST END
 LR0535'OF A BRIDGE OVER HUMBOLDT RIVER AND THE WESTERN PACIFIC RAILROAD, AT
 LR0535'THE T JUNCTION OF A ROAD LEADING WEST TO JUNGO AND SULPHUR, AT AN OLD
 LR0535'CHINESE CEMETERY, AT THE SOUTHWEST EDGE OF THE SOUTHWEST CURB OF THE
 LR0535'HIGHWAY, 132 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 112.9 FEET
 LR0535'SOUTHEAST OF CHINA R.M. 1, 92.2 FEET EAST OF TRIANGULATION STATION
 LR0535'CHINA, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, FLUSH WITH
 LR0535'THE CURB, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0844 ***********************************************************************
 MT0844  DESIGNATION -  CHIPPER
 MT0844  PID         -  MT0844
 MT0844  STATE/COUNTY-  NV/ELKO
 MT0844  USGS QUAD   -  COAL MINE BASIN (1982)
 MT0844
 MT0844                         *CURRENT SURVEY CONTROL
 MT0844  ___________________________________________________________________
 MT0844* NAD 83(1994)-  41 10 05.92546(N)    115 39 02.19371(W)     ADJUSTED  
 MT0844* NAVD 88     -      2323.5    (meters)    7623.     (feet)  VERTCON   
 MT0844  ___________________________________________________________________
 MT0844  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 MT0844  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 MT0844
 MT0844  HORZ ORDER  -  FIRST
 MT0844
 MT0844.The horizontal coordinates were established by classical geodetic methods
 MT0844.and adjusted by the National Geodetic Survey in June 1998..
 MT0844
 MT0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0844
 MT0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0844
 MT0844.The geoid height was determined by GEOID03.
 MT0844
 MT0844;                    North         East     Units Scale Factor Converg.
 MT0844;SPC NV E     - 8,712,337.951   194,354.707   MT  0.99990039   -0 02 39.4
 MT0844;SPC NV E     -28,583,728.76    637,645.40   sFT  0.99990039   -0 02 39.4
 MT0844;UTM  11      - 4,558,319.187   613,198.052   MT  0.99975770   +0 53 18.1
 MT0844
 MT0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0844!SPC NV E     -   0.99963844  x   0.99990039  =   0.99953887
 MT0844!UTM  11      -   0.99963844  x   0.99975770  =   0.99939623
 MT0844
 MT0844|---------------------------------------------------------------------|
 MT0844| PID    Reference Object                     Distance      Geod. Az  |
 MT0844|                                                           dddmmss.s |
 MT0844| DC9947 CHIPPER RM 1                         11.506 METERS 04248     |
 MT0844| DC9948 CHIPPER RM 2                         23.668 METERS 12026     |
 MT0844| DC9946 CHIPPER AZ MK                                      2274403.4 |
 MT0844|---------------------------------------------------------------------|
 MT0844
 MT0844                          SUPERSEDED SURVEY CONTROL
 MT0844
 MT0844  NAD 83(1986)-  41 10 05.92454(N)    115 39 02.18585(W) AD(       ) 1
 MT0844  NAD 27      -  41 10 06.22584(N)    115 38 58.93568(W) AD(       ) 1
 MT0844  NGVD 29 (07/19/86) 2322.2    (m)         7619.     (f) VERT ANG       
 MT0844
 MT0844.Superseded values are not recommended for survey control.
 MT0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0844.See file dsdata.txt to determine how the superseded data were derived.
 MT0844
 MT0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF1319858319(NAD 83)
 MT0844_MARKER: DS = TRIANGULATION STATION DISK
 MT0844_SETTING: 66 = SET IN ROCK OUTCROP
 MT0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0844
 MT0844  HISTORY     - Date     Condition        Report By
 MT0844  HISTORY     - 1940     MONUMENTED       CGS
 MT0844  HISTORY     - 1947     GOOD             CGS
 MT0844  HISTORY     - 1971     GOOD             USGS
 MT0844
 MT0844                          STATION DESCRIPTION
 MT0844
 MT0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0844'STATION IS LOCATED ABOUT 23 MILES NNE OF ELKO, 15 MILES N
 MT0844'OF RYNDON, 3 MILES NE OF COAL MINE PASS, IN T 38 N, R 56 E, ON
 MT0844'HIGH RIDGE JUST S OF HEAD OF LONG CANYON.  THERE IS A SLIGHTLY
 MT0844'HIGHER, SHARP PEAK 1/2 MILE SW.  MARK IS ON HIGHEST POINT
 MT0844'OF RIDGE.
 MT0844'
 MT0844'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 MT0844'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 MT0844'
 MT0844'AZIMUTH MARK IS IN THE SADDLE BETWEEN STATION SITE AND THE
 MT0844'RIDGE SW.
 MT0844'
 MT0844'TO REACH FROM ELKO, GO NE ON U.S. HIGHWAY 40, 12.6 MILES TO A
 MT0844'GRADED DIRT ROAD, CROSSING HIGHWAY AT E EDGE OF FLAT VALLEY.
 MT0844'TURN LEFT, NORTHERLY, ON MAIN ROAD 17.7 MILES TO A DIM RIGHT
 MT0844'FORK, OPPOSITE A SMALL MEADOW, AND JUST AFTER LEAVING A NARROW
 MT0844'CANYON WHERE THE ROAD PASSES BY A SERIES OF SMALL SPRINGS.
 MT0844'TURN RIGHT ON THIS DIM ROAD AND KEEP THE MAIN RIGHT-HAND
 MT0844'CANYON ALONG BADLY-WASHED ROAD, ABOUT 2-1/2 MILES TO THE TOP
 MT0844'OF A SADDLE AND OLD SALT-GROUND.  TURN RIGHT CROSS-COUNTRY,
 MT0844'UP RIDGE AS FAR AS TRUCK WILL GO, ABOUT 1/4 MILE.  PACK S
 MT0844'UP RIDGE TO FIRST HIGH POINT AND STATION.  (ABOUT 15-MINUTE
 MT0844'PACK.)
 MT0844
 MT0844                          STATION RECOVERY (1947)
 MT0844
 MT0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0844'THE STATION IS ABOUT 23 MILES, AIRLINE, NORTH-NORTHEAST OF ELKO, 15
 MT0844'MILES NORTH OF RYNDON, AND 3 MILES NORTHEAST OF COAL MINE PASS.
 MT0844'IT IS ON A HIGH RIDGE JUST SOUTH OF THE HEAD OF LONG CANYON,
 MT0844'IN T 38 N, R 56 E.  THERE IS A SLIGHTLY HIGHER PEAK 3/4 MILE
 MT0844'SOUTHWEST.
 MT0844'
 MT0844'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND FOUND TO
 MT0844'BE AS DESCRIBED.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 MT0844'HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 MT0844'IT IS STAMPED CHIPPER 1940.
 MT0844'
 MT0844'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION AND FOUND
 MT0844'TO BE AS DESCRIBED.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 MT0844'HOLE IN A MASS OF OUTCROPPING BEDROCK WHICH PROJECTS 3 INCHES
 MT0844'ABOVE THE SURFACE OF THE GROUND, AND IS ABOUT THE SAME
 MT0844'ELEVATION AS THE STATION MARK.  IS STAMPED CHIPPER NO 1 1940.
 MT0844'
 MT0844'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION AND FOUND
 MT0844'TO BE AS DESCRIBED.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 MT0844'HOLE IN A RIDGE OF OUTCROPPING BEDROCK WHICH PROJECTS APPROXIMATELY
 MT0844'2 FEET ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 20 FEET
 MT0844'LOWER THAN THE STATION MARK.  IT IS STAMPED CHIPPER NO 2 1940.
 MT0844'
 MT0844'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MT0844'IN A MASS OF OUTCROPPING BEDROCK WHICH PROJECTS APPROXIMATELY
 MT0844'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 5/10 MILE
 MT0844'SOUTHWEST OF THE RIDGE BETWEEN THE STATION SITE AND PEAK.
 MT0844'THE MARK WAS FOUND TO BE IN GOOD CONDITION.  IT IS STAMPED
 MT0844'CHIPPER 1940.
 MT0844'
 MT0844'TO REACH THE STATION FROM ELKO GO NORTHEAST ON U.S. HIGHWAY
 MT0844'NO. 40 FOR 12.6 MILES TO A DIRT SIDE ROAD LEFT.  TURN LEFT
 MT0844'ONTO THE DIRT ROAD AND GO NORTHERLY ON THE MAIN TRAVELED ROAD
 MT0844'FOR 17.7 MILES TO A DIM RIGHT FORK ON THE EAST SIDE OF A
 MT0844'SMALL MEADOW AND JUST BEYOND A NARROW CANYON WHERE THE ROAD
 MT0844'PASSES A SERIES OF SMALL SPRINGS.  TURN RIGHT ON THE DIM ROAD
 MT0844'AND FOLLOW UP THE MAIN RIGHT HAND CANYON FOR 2.5 MILES TO A
 MT0844'SMALL SADDLE.  TURN RIGHT, SOUTH, UP RIDGE AND GO ABOUT 1/4
 MT0844'MILE TO THE BASE OF A VERY STEEP RIDGE AND THE END OF TRUCK
 MT0844'TRAVEL.  FROM HERE PACK UP RIDGE SOUTHEASTERLY TO THE
 MT0844'HIGHEST POINT AND STATION.  A 10 MINUTE PACK.
 MT0844
 MT0844                          STATION RECOVERY (1971)
 MT0844
 MT0844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MT0844'DESCRIBED BY NGS.  RMS REPORTED STAMPED---CHIPPER RM NO 1---AND
 MT0844'CHIPPER RM NO 2 (NO YEAR).  STATION REACHED BY HELICOPTER.
 MT0844'ADDITIONAL LOCATED FOLLOWS.
 MT0844'
 MT0844'LOCATED 9 MI ENE. OF JCT. OF STATE HWYS. 11 AND 51.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0936 ***********************************************************************
 LR0936  DESIGNATION -  CHIS SQUARE
 LR0936  PID         -  LR0936
 LR0936  STATE/COUNTY-  NV/HUMBOLDT
 LR0936  USGS QUAD   -  SNOW GULCH (1984)
 LR0936
 LR0936                         *CURRENT SURVEY CONTROL
 LR0936  ___________________________________________________________________
 LR0936* NAD 83(1986)-  40 44 46.     (N)    117 01 39.     (W)     SCALED    
 LR0936* NAVD 88     -      1363.420  (meters)    4473.15   (feet)  POSTED    
 LR0936  ___________________________________________________________________
 LR0936  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 LR0936  DYNAMIC HT  -        1362.350 (meters)    4469.64  (feet)  COMP
 LR0936  MODELED GRAV-     979,794.3   (mgal)                       NAVD 88
 LR0936
 LR0936  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0936
 LR0936.The horizontal coordinates were scaled from a topographic map and have
 LR0936.an estimated accuracy of +/- 6 seconds.
 LR0936
 LR0936.The orthometric height was determined by differential leveling
 LR0936.and adjusted by the National Geodetic Survey in 1992..
 LR0936.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0936.rate of 0.0 thru 1.0 mm/km.
 LR0936
 LR0936.The geoid height was determined by GEOID03.
 LR0936
 LR0936.The dynamic height is computed by dividing the NAVD 88
 LR0936.geopotential number by the normal gravity value computed on the
 LR0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0936.degrees latitude (g = 980.6199 gals.).
 LR0936
 LR0936.The modeled gravity was interpolated from observed gravity values.
 LR0936
 LR0936;                    North         East    Units  Estimated Accuracy
 LR0936;SPC NV W     - 4,666,620.      931,390.      MT  (+/- 180 meters Scaled)
 LR0936
 LR0936                          SUPERSEDED SURVEY CONTROL
 LR0936
 LR0936.No superseded survey control is available for this station.
 LR0936
 LR0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF976105(NAD 83)
 LR0936_MARKER: Q = CHISELED SQUARE
 LR0936_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LR0936+WITH SETTING: PAVEMENT
 LR0936_SP_SET: CATTLEGUARD BASE
 LR0936_MARK LOGO: NONE  
 LR0936_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0936+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0936
 LR0936  HISTORY     - Date     Condition        Report By
 LR0936  HISTORY     - 1963     MONUMENTED       USGS
 LR0936
 LR0936                          STATION DESCRIPTION
 LR0936
 LR0936'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0936'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0936'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, 0.6 MILES SOUTHEAST OF MOTE
 LR0936'SIDING, THENCE 1.5 MILES NORTHEAST ALONG ROAD, ON THE SOUTHWEST CORNER
 LR0936'OF A CONCRETE BASE OF A CATTLEGUARD, CHISLED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0331 ***********************************************************************
 LS0331  DESIGNATION -  CHISELED CROSS
 LS0331  PID         -  LS0331
 LS0331  STATE/COUNTY-  NV/PERSHING
 LS0331  USGS QUAD   -  GRANITE POINT (1987)
 LS0331
 LS0331                         *CURRENT SURVEY CONTROL
 LS0331  ___________________________________________________________________
 LS0331* NAD 83(1986)-  40 04 13.     (N)    118 34 07.     (W)     SCALED    
 LS0331* NAVD 88     -      1189.833  (meters)    3903.64   (feet)  ADJUSTED  
 LS0331  ___________________________________________________________________
 LS0331  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 LS0331  DYNAMIC HT  -        1188.869 (meters)    3900.48  (feet)  COMP
 LS0331  MODELED GRAV-     979,774.5   (mgal)                       NAVD 88
 LS0331
 LS0331  VERT ORDER  -  SECOND    CLASS 0
 LS0331
 LS0331.This mark is at Derby Field Airport (LOL)
 LS0331
 LS0331.The horizontal coordinates were scaled from a topographic map and have
 LS0331.an estimated accuracy of +/- 6 seconds.
 LS0331
 LS0331.The orthometric height was determined by differential leveling
 LS0331.and adjusted by the National Geodetic Survey in June 1991..
 LS0331
 LS0331.The geoid height was determined by GEOID03.
 LS0331
 LS0331.The dynamic height is computed by dividing the NAVD 88
 LS0331.geopotential number by the normal gravity value computed on the
 LS0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0331.degrees latitude (g = 980.6199 gals.).
 LS0331
 LS0331.The modeled gravity was interpolated from observed gravity values.
 LS0331
 LS0331;                    North         East    Units  Estimated Accuracy
 LS0331;SPC NV W     - 4,590,420.      801,260.      MT  (+/- 180 meters Scaled)
 LS0331
 LS0331                          SUPERSEDED SURVEY CONTROL
 LS0331
 LS0331  NGVD 29 (??/??/92) 1188.908  (m)         3900.61   (f) ADJ UNCH    2 0
 LS0331
 LS0331.Superseded values are not recommended for survey control.
 LS0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0331.See file dsdata.txt to determine how the superseded data were derived.
 LS0331
 LS0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE662367(NAD 83)
 LS0331_MARKER: X = CHISELED CROSS
 LS0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0331_SP_SET: SIDEWALK
 LS0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0331
 LS0331  HISTORY     - Date     Condition        Report By
 LS0331  HISTORY     - UNK      MONUMENTED       BOR
 LS0331  HISTORY     - 1951     GOOD             NGS
 LS0331
 LS0331                          STATION DESCRIPTION
 LS0331
 LS0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0331'10.8 MI SW FROM LOVELOCK.
 LS0331'4.2 MILES SOUTHWEST ALONG THE RAILROAD TRACKS FROM THE SOUTHERN
 LS0331'PACIFIC COMPANY RAILROAD STATION AT LOVELOCK, THENCE 3.1 MILES SOUTH
 LS0331'ALONG LOWER VALLEY ROAD, THENCE 3.55 MILES WEST-SOUTHWEST ALONG A
 LS0331'GRAVEL ROAD, AT THE DERBY AIRPORT, SET IN THE TOP OF THE SIDEWALK
 LS0331'ALONG A GRAVEL ROAD, 72.3 FEET SOUTH OF BENCH MARK N 317, 68.2 FEET
 LS0331'SOUTH OF A STEEL FLAG POLE, 12.8 FEET WEST-NORTHWEST OF THE NORTHEAST
 LS0331'CORNER OF THE CONTROL TOWER BUILDING, 3.2 FEET NORTH OF THE CENTER OF
 LS0331'THE NORTH ENTRANCE TO THE CONTROL TOWER BUILDING, 0.6 FOOT EAST OF THE
 LS0331'WEST EDGE OF THE SIDEWALK, 1.9 FEET WEST OF THE EAST EDGE OF THE
 LS0331'SIDEWALK, AND SET ABOUT LEVEL WITH THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0921 ***********************************************************************
 GR0921  DESIGNATION -  CHISELED CROSS
 GR0921  PID         -  GR0921
 GR0921  STATE/COUNTY-  NV/CLARK
 GR0921  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0921
 GR0921                         *CURRENT SURVEY CONTROL
 GR0921  ___________________________________________________________________
 GR0921* NAD 83(1986)-  36 14 35.     (N)    115 02 05.     (W)     SCALED    
 GR0921* NAVD 88     -       573.245  (meters)    1880.72   (feet)  POSTED    
 GR0921  ___________________________________________________________________
 GR0921  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR0921  DYNAMIC HT  -         572.660 (meters)    1878.80  (feet)  COMP
 GR0921  MODELED GRAV-     979,601.1   (mgal)                       NAVD 88
 GR0921
 GR0921  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0921
 GR0921.The horizontal coordinates were scaled from a topographic map and have
 GR0921.an estimated accuracy of +/- 6 seconds.
 GR0921
 GR0921.The orthometric height was determined by differential leveling
 GR0921.and adjusted by the National Geodetic Survey in 1992..
 GR0921.No vertical observational check was made to the station.
 GR0921.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0921.was located on a no-check spur therefore a value was not computed.
 GR0921
 GR0921.The geoid height was determined by GEOID03.
 GR0921
 GR0921.The dynamic height is computed by dividing the NAVD 88
 GR0921.geopotential number by the normal gravity value computed on the
 GR0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0921.degrees latitude (g = 980.6199 gals.).
 GR0921
 GR0921.The modeled gravity was interpolated from observed gravity values.
 GR0921
 GR0921;                    North         East    Units  Estimated Accuracy
 GR0921;SPC NV E     - 8,165,780.      249,310.      MT  (+/- 180 meters Scaled)
 GR0921
 GR0921                          SUPERSEDED SURVEY CONTROL
 GR0921
 GR0921  NGVD 29 (??/??/92)  572.621  (m)         1878.67   (f) ADJ UNCH    1 1
 GR0921
 GR0921.Superseded values are not recommended for survey control.
 GR0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0921.See file dsdata.txt to determine how the superseded data were derived.
 GR0921
 GR0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA765126(NAD 83)
 GR0921_MARKER: X = CHISELED CROSS
 GR0921_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0921_SP_SET: DOOR SILL
 GR0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0921
 GR0921  HISTORY     - Date     Condition        Report By
 GR0921  HISTORY     - UNK      MONUMENTED       USWB
 GR0921  HISTORY     - 1950     GOOD             NGS
 GR0921
 GR0921                          STATION DESCRIPTION
 GR0921
 GR0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0921'IN LAS VEGAS ARMY AIR FIELD.
 GR0921'AT LAS VEGAS ARMY AIR FIELD, AT THE BASE OPERATIONS BUILDING (FORMERLY
 GR0921'THE WESTERN AIR LINES BUILDING), AT THE SOUTHWEST SIDE OF THE
 GR0921'NORTHWEST WING, AT THE ENTRANCE TO THE INSTRUMENT, TIME AND RECORDS
 GR0921'SECTION ROOM (FORMERLY THE WEATHER BUREAU STATION ROOM), AND CHISELED
 GR0921'IN THE TOP OF THE APPROXIMATE CENTER OF THE CONCRETE DOOR SILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1305 ***********************************************************************
 KR1305  DESIGNATION -  CHISELED SQUARE
 KR1305  PID         -  KR1305
 KR1305  STATE/COUNTY-  NV/WASHOE
 KR1305  USGS QUAD   -  RENO (1982)
 KR1305
 KR1305                         *CURRENT SURVEY CONTROL
 KR1305  ___________________________________________________________________
 KR1305* NAD 83(1986)-  39 32 16.     (N)    119 48 50.     (W)     SCALED    
 KR1305* NAVD 88     -      1388.014  (meters)    4553.84   (feet)  ADJUSTED  
 KR1305  ___________________________________________________________________
 KR1305  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 KR1305  DYNAMIC HT  -        1386.758 (meters)    4549.72  (feet)  COMP
 KR1305  MODELED GRAV-     979,673.2   (mgal)                       NAVD 88
 KR1305
 KR1305  VERT ORDER  -  FIRST     CLASS II
 KR1305
 KR1305.The horizontal coordinates were scaled from a topographic map and have
 KR1305.an estimated accuracy of +/- 6 seconds.
 KR1305
 KR1305.The orthometric height was determined by differential leveling
 KR1305.and adjusted by the National Geodetic Survey in June 1991..
 KR1305
 KR1305.The geoid height was determined by GEOID03.
 KR1305
 KR1305.The dynamic height is computed by dividing the NAVD 88
 KR1305.geopotential number by the normal gravity value computed on the
 KR1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1305.degrees latitude (g = 980.6199 gals.).
 KR1305
 KR1305.The modeled gravity was interpolated from observed gravity values.
 KR1305
 KR1305;                    North         East    Units  Estimated Accuracy
 KR1305;SPC NV W     - 4,532,020.      694,220.      MT  (+/- 180 meters Scaled)
 KR1305
 KR1305                          SUPERSEDED SURVEY CONTROL
 KR1305
 KR1305  NGVD 29 (??/??/92) 1386.944  (m)         4550.33   (f) ADJ UNCH    1 2
 KR1305
 KR1305.Superseded values are not recommended for survey control.
 KR1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1305.See file dsdata.txt to determine how the superseded data were derived.
 KR1305
 KR1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD581802(NAD 83)
 KR1305_MARKER: Q = CHISELED SQUARE
 KR1305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1305_SP_SET: FOUNDATION
 KR1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1305
 KR1305  HISTORY     - Date     Condition        Report By
 KR1305  HISTORY     - UNK      MONUMENTED       LOCSUR
 KR1305  HISTORY     - 1947     GOOD             NGS
 KR1305  HISTORY     - 20030919 MARK NOT FOUND   USPSQD
 KR1305
 KR1305                          STATION DESCRIPTION
 KR1305
 KR1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KR1305'IN RENO.
 KR1305'AT RENO, AT THE NORTHEAST CORNER OF THE ADMINISTRATION BUILDING OF THE
 KR1305'UNIVERSITY OF NEVADA, ABOUT 2 METERS BELOW STATION I 9, 0.9 FOOT SOUTH
 KR1305'OF THE NORTHEAST CORNER, 0.4 FOOT EAST OF THE EAST FACE, A CHISELED
 KR1305'SQUARE IN THE CONCRETE FOUNDATION OF THE BUILDING AND ABOUT 0.2 FOOT
 KR1305'BELOW THE GROUND.
 KR1305
 KR1305                          STATION RECOVERY (2003)
 KR1305
 KR1305'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 KR1305'THIS BUILDING IS NOW A DORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0420 ***********************************************************************
 JP0420  DESIGNATION -  CHISELED SQUARE
 JP0420  PID         -  JP0420
 JP0420  STATE/COUNTY-  NV/NYE
 JP0420  USGS QUAD   -  BROWN SUMMIT (1968)
 JP0420
 JP0420                         *CURRENT SURVEY CONTROL
 JP0420  ___________________________________________________________________
 JP0420* NAD 83(1986)-  38 55 09.     (N)    115 47 45.     (W)     SCALED    
 JP0420* NAVD 88     -      1933.824  (meters)    6344.55   (feet)  ADJUSTED  
 JP0420  ___________________________________________________________________
 JP0420  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 JP0420  DYNAMIC HT  -        1931.723 (meters)    6337.66  (feet)  COMP
 JP0420  MODELED GRAV-     979,472.6   (mgal)                       NAVD 88
 JP0420
 JP0420  VERT ORDER  -  SECOND    CLASS 0
 JP0420
 JP0420.The horizontal coordinates were scaled from a topographic map and have
 JP0420.an estimated accuracy of +/- 6 seconds.
 JP0420
 JP0420.The orthometric height was determined by differential leveling
 JP0420.and adjusted by the National Geodetic Survey in June 1991..
 JP0420
 JP0420.The geoid height was determined by GEOID03.
 JP0420
 JP0420.The dynamic height is computed by dividing the NAVD 88
 JP0420.geopotential number by the normal gravity value computed on the
 JP0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0420.degrees latitude (g = 980.6199 gals.).
 JP0420
 JP0420.The modeled gravity was interpolated from observed gravity values.
 JP0420
 JP0420;                    North         East    Units  Estimated Accuracy
 JP0420;SPC NV C     - 6,462,990.      575,520.      MT  (+/- 180 meters Scaled)
 JP0420
 JP0420                          SUPERSEDED SURVEY CONTROL
 JP0420
 JP0420.No superseded survey control is available for this station.
 JP0420
 JP0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD043084(NAD 83)
 JP0420_MARKER: Q = CHISELED SQUARE
 JP0420_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JP0420_SP_SET: UNSPECIFIED ROCK
 JP0420_MARK LOGO: NONE  
 JP0420_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JP0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0420+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JP0420
 JP0420  HISTORY     - Date     Condition        Report By
 JP0420  HISTORY     - 1967     MONUMENTED       USGS
 JP0420
 JP0420                          STATION DESCRIPTION
 JP0420
 JP0420'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JP0420'FROM THE POST OFFICE IN DUCKWATER, NEVADA, PROCEED 5.2 MILES WEST
 JP0420'ALONG THE ROAD TO LITTLE SMOKY VALLEY, 0.41 MILES EAST OF BM 88 DOR
 JP0420'1967 6434, 18 FEET NORTH OF THE WASH, ON A ROCK, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0235 ***********************************************************************
 FS0235  DESIGNATION -  CHISELED SQUARE 2
 FS0235  PID         -  FS0235
 FS0235  STATE/COUNTY-  NV/CLARK
 FS0235  USGS QUAD   -  IVANPAH LAKE (1985)
 FS0235
 FS0235                         *CURRENT SURVEY CONTROL
 FS0235  ___________________________________________________________________
 FS0235* NAD 83(1986)-  35 37 16.     (N)    115 23 14.     (W)     SCALED    
 FS0235* NAVD 88     -       805.43   (+/-2cm)    2642.5    (feet)  VERTCON   
 FS0235  ___________________________________________________________________
 FS0235  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FS0235
 FS0235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0235
 FS0235.The horizontal coordinates were scaled from a topographic map and have
 FS0235.an estimated accuracy of +/- 6 seconds.
 FS0235
 FS0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0235.The vertical order pertains to the NGVD 29 superseded value.
 FS0235
 FS0235.The geoid height was determined by GEOID03.
 FS0235
 FS0235;                    North         East    Units  Estimated Accuracy
 FS0235;SPC NV E     - 8,096,650.      217,770.      MT  (+/- 180 meters Scaled)
 FS0235
 FS0235                          SUPERSEDED SURVEY CONTROL
 FS0235
 FS0235  NGVD 29 (??/??/92)  804.626  (m)         2639.84   (f) ADJ UNCH    2 0
 FS0235
 FS0235.Superseded values are not recommended for survey control.
 FS0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0235.See file dsdata.txt to determine how the superseded data were derived.
 FS0235
 FS0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV460431(NAD 83)
 FS0235_MARKER: Q = CHISELED SQUARE
 FS0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0235_SP_SET: TOWER CONCRETE BASE
 FS0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0235
 FS0235  HISTORY     - Date     Condition        Report By
 FS0235  HISTORY     - UNK      MONUMENTED       CGS
 FS0235  HISTORY     - 1939     GOOD             NGS
 FS0235
 FS0235                          STATION DESCRIPTION
 FS0235
 FS0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FS0235'11.6 MI S FROM JEAN.
 FS0235'11.55 MILES SOUTH ALONG U.S. HIGHWAY FROM THE JUNCTION OF U.S.
 FS0235'HIGHWAY AND GOODSPRINGS ROAD AT JEAN, 0.6 MILE NORTH OF THE STATE
 FS0235'LINE TAVERN, ABOUT 180.0 FEET WEST OF THE CENTER LINE OF THE
 FS0235'HIGHWAY, AT A EAST LEG OF A STEEL POWER TRANSMISSION LINE TOWER,
 FS0235'(WHICH IS THE CENTER TOWER OF THREE ROWS), AND IN THE TOP OF THE
 FS0235'CONCRETE BASE OF THE EAST LEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0343 ***********************************************************************
 HQ0343  DESIGNATION -  CHISELED SQUARE 5796
 HQ0343  PID         -  HQ0343
 HQ0343  STATE/COUNTY-  NV/ESMERALDA
 HQ0343  USGS QUAD   -  GOLDFIELD (1987)
 HQ0343
 HQ0343                         *CURRENT SURVEY CONTROL
 HQ0343  ___________________________________________________________________
 HQ0343* NAD 83(1986)-  37 39 27.     (N)    117 13 00.     (W)     SCALED    
 HQ0343* NAVD 88     -      1737.498  (meters)    5700.44   (feet)  ADJUSTED  
 HQ0343  ___________________________________________________________________
 HQ0343  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 HQ0343  DYNAMIC HT  -        1735.536 (meters)    5694.00  (feet)  COMP
 HQ0343  MODELED GRAV-     979,438.9   (mgal)                       NAVD 88
 HQ0343
 HQ0343  VERT ORDER  -  SECOND    CLASS 0
 HQ0343
 HQ0343.The horizontal coordinates were scaled from a topographic map and have
 HQ0343.an estimated accuracy of +/- 6 seconds.
 HQ0343
 HQ0343.The orthometric height was determined by differential leveling
 HQ0343.and adjusted by the National Geodetic Survey in June 1991..
 HQ0343
 HQ0343.The geoid height was determined by GEOID03.
 HQ0343
 HQ0343.The dynamic height is computed by dividing the NAVD 88
 HQ0343.geopotential number by the normal gravity value computed on the
 HQ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0343.degrees latitude (g = 980.6199 gals.).
 HQ0343
 HQ0343.The modeled gravity was interpolated from observed gravity values.
 HQ0343
 HQ0343;                    North         East    Units  Estimated Accuracy
 HQ0343;SPC NV W     - 4,323,470.      920,590.      MT  (+/- 180 meters Scaled)
 HQ0343
 HQ0343                          SUPERSEDED SURVEY CONTROL
 HQ0343
 HQ0343  NGVD 29 (??/??/92) 1736.358  (m)         5696.70   (f) ADJ UNCH    2 0
 HQ0343
 HQ0343.Superseded values are not recommended for survey control.
 HQ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0343.See file dsdata.txt to determine how the superseded data were derived.
 HQ0343
 HQ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB808678(NAD 83)
 HQ0343_MARKER: Q = CHISELED SQUARE
 HQ0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0343_SP_SET: CULVERT
 HQ0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0343
 HQ0343  HISTORY     - Date     Condition        Report By
 HQ0343  HISTORY     - UNK      MONUMENTED       CGS
 HQ0343  HISTORY     - 1934     GOOD             NGS
 HQ0343
 HQ0343                          STATION DESCRIPTION
 HQ0343
 HQ0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HQ0343'3.8 MI SE FROM GOLDFIELD.
 HQ0343'3.8 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM GOLDFIELD,
 HQ0343'ESMERALDA COUNTY, AT CULVERT A 643-50, IN THE TOP OF THE CONCRETE
 HQ0343'HEAD WALL, AND 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 HQ0343'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0416 ***********************************************************************
 MU0416  DESIGNATION -  CHISELED SQUARE OFFSET
 MU0416  PID         -  MU0416
 MU0416  STATE/COUNTY-  NV/HUMBOLDT
 MU0416  USGS QUAD   -  GREELEY FLAT (1980)
 MU0416
 MU0416                         *CURRENT SURVEY CONTROL
 MU0416  ___________________________________________________________________
 MU0416* NAD 83(1994)-  41 42 10.72163(N)    117 14 42.54369(W)     ADJUSTED  
 MU0416* NAVD 88     -      1807.     (meters)    5928.     (feet)  SCALED    
 MU0416  ___________________________________________________________________
 MU0416  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 MU0416  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 MU0416
 MU0416  HORZ ORDER  -  SECOND
 MU0416
 MU0416.The horizontal coordinates were established by classical geodetic methods
 MU0416.and adjusted by the National Geodetic Survey in June 1998..
 MU0416
 MU0416.The orthometric height was scaled from a topographic map.
 MU0416
 MU0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0416
 MU0416.The geoid height was determined by GEOID03.
 MU0416
 MU0416;                    North         East     Units Scale Factor Converg.
 MU0416;SPC NV W     - 4,772,576.379   911,373.555   MT  1.00005259   +0 53 25.2
 MU0416;SPC NV W     -15,658,027.67  2,990,064.74   sFT  1.00005259   +0 53 25.2
 MU0416;UTM  11      - 4,616,828.124   479,603.027   MT  0.99960512   -0 09 47.1
 MU0416
 MU0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0416!SPC NV W     -   0.99971948  x   1.00005259  =   0.99977206
 MU0416!UTM  11      -   0.99971948  x   0.99960512  =   0.99932471
 MU0416
 MU0416:                Primary Azimuth Mark                     Grid Az
 MU0416:SPC NV W     -  CALICO                                   339 41 08.8
 MU0416:UTM  11      -  CALICO                                   340 44 21.1
 MU0416
 MU0416|---------------------------------------------------------------------|
 MU0416| PID    Reference Object                     Distance      Geod. Az  |
 MU0416|                                                           dddmmss.s |
 MU0416| MU0420 CALICO                              APPROX.15.9 KM 3403434.0 |
 MU0416|---------------------------------------------------------------------|
 MU0416
 MU0416                          SUPERSEDED SURVEY CONTROL
 MU0416
 MU0416  NAD 83(1986)-  41 42 10.72528(N)    117 14 42.54549(W) AD(       ) 2
 MU0416  NAD 27      -  41 42 11.11700(N)    117 14 39.09200(W) AD(       ) 2
 MU0416
 MU0416.Superseded values are not recommended for survey control.
 MU0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0416.See file dsdata.txt to determine how the superseded data were derived.
 MU0416
 MU0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG7960316828(NAD 83)
 MU0416_MARKER: X = CHISELED CROSS
 MU0416_SETTING: 80 = SET IN A BOULDER
 MU0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0416+STABILITY: SURFACE MOTION
 MU0416
 MU0416  HISTORY     - Date     Condition        Report By
 MU0416  HISTORY     - 1934     MONUMENTED       USGS
 MU0416
 MU0416                          STATION DESCRIPTION
 MU0416
 MU0416'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (CP)
 MU0416'STATION IS ON TOP OF RIDGE, THE FIRST ONE NORTH OF THE LITTLE
 MU0416'HUMBOLDT RIVER 100 YARDS EAST OF THE PARADISE VALLEY-CALICO
 MU0416'RANCH ROAD AT A POINT 26.2 MILES NORTHEAST OF PARADISE VALLEY
 MU0416'AND 16.2 MILES SOUTH OF THE CALICO RANCH, AND IS 0.9 MILE NORTH OF
 MU0416'THE LITTLE HUMBOLDT RIVER.
 MU0416'
 MU0416'STATION WAS ESTABLISHED BY A FIELD PARTY OF THE U.S. GEOLOGICAL
 MU0416'SURVEY AND OBSERVED AT THEIR REQUEST.  THE STATION MARK IS A
 MU0416'CHISELED CROSS IN A BOULDER.  NO REFERENCE MARKS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0491 ***********************************************************************
 MU0491  DESIGNATION -  CHISLED POINT
 MU0491  PID         -  MU0491
 MU0491  STATE/COUNTY-  NV/LANDER
 MU0491  USGS QUAD   -  CHINA CAMP (1970)
 MU0491
 MU0491                         *CURRENT SURVEY CONTROL
 MU0491  ___________________________________________________________________
 MU0491* NAD 83(1986)-  41 09 14.     (N)    116 24 02.     (W)     SCALED    
 MU0491* NAVD 88     -      1822.745  (meters)    5980.12   (feet)  POSTED    
 MU0491  ___________________________________________________________________
 MU0491  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 MU0491  DYNAMIC HT  -        1821.230 (meters)    5975.15  (feet)  COMP
 MU0491  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 MU0491
 MU0491  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0491
 MU0491.The horizontal coordinates were scaled from a topographic map and have
 MU0491.an estimated accuracy of +/- 6 seconds.
 MU0491
 MU0491.The orthometric height was determined by differential leveling
 MU0491.and adjusted by the National Geodetic Survey in 1992..
 MU0491.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0491.rate of 0.0 thru 1.0 mm/km.
 MU0491
 MU0491.The geoid height was determined by GEOID03.
 MU0491
 MU0491.The dynamic height is computed by dividing the NAVD 88
 MU0491.geopotential number by the normal gravity value computed on the
 MU0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0491.degrees latitude (g = 980.6199 gals.).
 MU0491
 MU0491.The modeled gravity was interpolated from observed gravity values.
 MU0491
 MU0491;                    North         East    Units  Estimated Accuracy
 MU0491;SPC NV C     - 6,710,770.      522,340.      MT  (+/- 180 meters Scaled)
 MU0491
 MU0491                          SUPERSEDED SURVEY CONTROL
 MU0491
 MU0491.No superseded survey control is available for this station.
 MU0491
 MU0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF502560(NAD 83)
 MU0491_MARKER: Z = SEE DESCRIPTION
 MU0491_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MU0491_SP_SET: UNSPECIFIED ROCK
 MU0491_MARK LOGO: NONE  
 MU0491_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MU0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0491+SATELLITE: SATELLITE OBSERVATIONS - 1963
 MU0491
 MU0491  HISTORY     - Date     Condition        Report By
 MU0491  HISTORY     - 1963     MONUMENTED       USGS
 MU0491
 MU0491                          STATION DESCRIPTION
 MU0491
 MU0491'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MU0491'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 MU0491'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 MU0491'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 MU0491'NORTHEAST ALONG ROAD, THENCE 35.4 MILES NORTHEAST ALONG ROAD, 2.9
 MU0491'MILES SOUTHWEST OF ST. JOHN RANCH, ON A ROCKY BARREN HILLSIDE, 105
 MU0491'FEET EAST OF BM 55 O AND 53 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 MU0491'ON A ROCK, CHISLED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0952 ***********************************************************************
 LR0952  DESIGNATION -  CHISLED SQUARE
 LR0952  PID         -  LR0952
 LR0952  STATE/COUNTY-  NV/LANDER
 LR0952  USGS QUAD   -  IZZENHOOD GAP (1965)
 LR0952
 LR0952                         *CURRENT SURVEY CONTROL
 LR0952  ___________________________________________________________________
 LR0952* NAD 83(1986)-  40 56 53.     (N)    116 51 09.     (W)     SCALED    
 LR0952* NAVD 88     -      1490.055  (meters)    4888.62   (feet)  POSTED    
 LR0952  ___________________________________________________________________
 LR0952  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 LR0952  DYNAMIC HT  -        1488.890 (meters)    4884.80  (feet)  COMP
 LR0952  MODELED GRAV-     979,793.1   (mgal)                       NAVD 88
 LR0952
 LR0952  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0952
 LR0952.The horizontal coordinates were scaled from a topographic map and have
 LR0952.an estimated accuracy of +/- 6 seconds.
 LR0952
 LR0952.The orthometric height was determined by differential leveling
 LR0952.and adjusted by the National Geodetic Survey in 1992..
 LR0952.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0952.rate of 0.0 thru 1.0 mm/km.
 LR0952
 LR0952.The geoid height was determined by GEOID03.
 LR0952
 LR0952.The dynamic height is computed by dividing the NAVD 88
 LR0952.geopotential number by the normal gravity value computed on the
 LR0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0952.degrees latitude (g = 980.6199 gals.).
 LR0952
 LR0952.The modeled gravity was interpolated from observed gravity values.
 LR0952
 LR0952;                    North         East    Units  Estimated Accuracy
 LR0952;SPC NV C     - 6,687,890.      484,350.      MT  (+/- 180 meters Scaled)
 LR0952
 LR0952                          SUPERSEDED SURVEY CONTROL
 LR0952
 LR0952.No superseded survey control is available for this station.
 LR0952
 LR0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF124330(NAD 83)
 LR0952_MARKER: Q = CHISELED SQUARE
 LR0952_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LR0952+WITH SETTING: PAVEMENT
 LR0952_SP_SET: WINDMILL BASE
 LR0952_MARK LOGO: NONE  
 LR0952_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0952+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0952
 LR0952  HISTORY     - Date     Condition        Report By
 LR0952  HISTORY     - 1963     MONUMENTED       USGS
 LR0952
 LR0952                          STATION DESCRIPTION
 LR0952
 LR0952'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0952'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0952'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 LR0952'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.8 MILES
 LR0952'NORTHEAST ALONG ROAD, 1.1 MILES SOUTHEAST AND 3.7 MILES NORTHEAST OF
 LR0952'IZZENHOOD RANCH, 74 FEET NORTH OF TABLET, IN THE SOUTHEAST CORNER OF A
 LR0952'WINDMILL BASE, CHISLED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0795 ***********************************************************************
 MT0795  DESIGNATION -  CHOKE
 MT0795  PID         -  MT0795
 MT0795  STATE/COUNTY-  NV/ELKO
 MT0795  USGS QUAD   -  BUCKHORN RIDGE (1986)
 MT0795
 MT0795                         *CURRENT SURVEY CONTROL
 MT0795  ___________________________________________________________________
 MT0795* NAD 83(1994)-  41 45 54.75926(N)    115 05 45.17300(W)     ADJUSTED  
 MT0795* NAVD 88     -      1887.9    (meters)    6194.     (feet)  VERTCON   
 MT0795  ___________________________________________________________________
 MT0795  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 MT0795  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 MT0795
 MT0795  HORZ ORDER  -  THIRD
 MT0795
 MT0795.The horizontal coordinates were established by classical geodetic methods
 MT0795.and adjusted by the National Geodetic Survey in June 1998..
 MT0795
 MT0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0795
 MT0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0795
 MT0795.The geoid height was determined by GEOID03.
 MT0795
 MT0795;                    North         East     Units Scale Factor Converg.
 MT0795;SPC NV E     - 8,778,737.257   240,529.886   MT  0.99992021   +0 19 28.9
 MT0795;SPC NV E     -28,801,573.82    789,138.47   sFT  0.99992021   +0 19 28.9
 MT0795;UTM  11      - 4,625,460.534   658,276.271   MT  0.99990828   +1 16 06.8
 MT0795
 MT0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0795!SPC NV E     -   0.99970645  x   0.99992021  =   0.99962669
 MT0795!UTM  11      -   0.99970645  x   0.99990828  =   0.99961476
 MT0795
 MT0795|---------------------------------------------------------------------|
 MT0795| PID    Reference Object                     Distance      Geod. Az  |
 MT0795|                                                           dddmmss.s |
 MT0795| DC9953 CHOKE RM 2                           11.603 METERS 10059     |
 MT0795| MT0789 SALMON                              APPROX.14.5 KM 1323336.6 |
 MT0795| DC9952 CHOKE RM 1                           10.596 METERS 22408     |
 MT0795|---------------------------------------------------------------------|
 MT0795
 MT0795                          SUPERSEDED SURVEY CONTROL
 MT0795
 MT0795  NAD 83(1994)-  41 45 54.75593(N)    115 05 45.17045(W) AD(       ) 3
 MT0795  NAD 83(1986)-  41 45 54.75642(N)    115 05 45.16827(W) AD(       ) 3
 MT0795  NAD 27      -  41 45 55.06220(N)    115 05 41.96809(W) AD(       ) 3
 MT0795  NGVD 29 (07/19/86) 1886.7    (m)         6190.     (f) VERT ANG       
 MT0795
 MT0795.Superseded values are not recommended for survey control.
 MT0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0795.See file dsdata.txt to determine how the superseded data were derived.
 MT0795
 MT0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG5827625461(NAD 83)
 MT0795_MARKER: DD = SURVEY DISK
 MT0795_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MT0795+WITH SETTING: INFORMATION.
 MT0795_SP_SET: PREFABRICATED CONCRETE POST
 MT0795
 MT0795  HISTORY     - Date     Condition        Report By
 MT0795  HISTORY     - 1968     MONUMENTED       USGS
 MT0795
 MT0795                          STATION DESCRIPTION
 MT0795
 MT0795'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FA)
 MT0795'LOCATED ABOUT 18 MI. W. OF CONTACT.  ABOUT 4 MI. N. OF THE
 MT0795'GILMER RANCH.  ON THE TOP OF A SMALL RIM THAT LIES JUST
 MT0795'N. OF THE POLE CREEK GUARD STATION RD.
 MT0795'
 MT0795'TO REACH FROM THE THOUSAND SPRINGS TRADING POST GO N. ON U.S.
 MT0795'HIGHWAY 93 FOR 11.6 MI. TO THE T-RD W. TO ONEIL.  TURN LEFT
 MT0795'AND FOLLOW THE MAIN RD. IN NW. DIRECTION FOR 21.7 MI. TO A T-RD
 MT0795'POSTED DEETH 51 MI-POLE CREEK 28 MI.  TURN RIGHT AND GO 0.8
 MT0795'MI. TO THE GILMER RANCH.  CONTINUE STRAIGHT AHEAD FOR 4.1
 MT0795'MI. TO A T-RD POSTED POLE CREEK G.S.  TURN LEFT ON T-RD. AND GO
 MT0795'2 MI. (ABOUT 0.2 MI. PAST A CATTLEGUARD) TO A POINT BELOW
 MT0795'A LOW RIM TO THE N.  TURN RIGHT AND DRIVE CROSS-COUNTRY TO
 MT0795'THE N. TO THE TOP OF THE RIM, AND STATION.  A 4 WHEEL DRIVE
 MT0795'OF ABOUT 0.3 MI.
 MT0795'
 MT0795'STATION MARK--A STANDARD USGS BRASS TRIANGULATION TABLET
 MT0795'STAMPED CHOKE 1968 CRIMPED TO THE TOP OF A COPPER-WELD ROD,
 MT0795'PROJECTING ABOUT 0.2 FT.  A METAL POST AND MARKED ARE SET ABOUT
 MT0795'5 FT. N. OF THE STATION MARK.
 MT0795'
 MT0795'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK STAMPED
 MT0795'NO 1 1968 CRIMPED TO THE TOP OF A COPPER-WELD ROD, PROJECTING
 MT0795'ABOUT 0.2 FT., AND AT THE SAME ELEVATION AS THE STATION MARK.
 MT0795'
 MT0795'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK STAMPED
 MT0795'NO 2 1968 CRIMPED TO THE TOP OF A COPPER-WELD ROD, PROJECTING
 MT0795'ABOUT 0.2 FT., AND AT THE SAME ELEVATION AS THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0332 ***********************************************************************
 JP0332  DESIGNATION -  CHOKE CHERRY
 JP0332  PID         -  JP0332
 JP0332  STATE/COUNTY-  NV/WHITE PINE
 JP0332  USGS QUAD   -  ARCH CANYON (1987)
 JP0332
 JP0332                         *CURRENT SURVEY CONTROL
 JP0332  ___________________________________________________________________
 JP0332* NAD 83(1994)-  38 47 18.45427(N)    114 11 26.99521(W)     ADJUSTED  
 JP0332* NAVD 88     -      3006.4    (meters)    9863.     (feet)  VERTCON   
 JP0332  ___________________________________________________________________
 JP0332  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 JP0332  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 JP0332
 JP0332  HORZ ORDER  -  FIRST
 JP0332
 JP0332.The horizontal coordinates were established by classical geodetic methods
 JP0332.and adjusted by the National Geodetic Survey in June 1998..
 JP0332
 JP0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0332
 JP0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0332
 JP0332.The geoid height was determined by GEOID03.
 JP0332
 JP0332;                    North         East     Units Scale Factor Converg.
 JP0332;SPC NV E     - 8,449,038.030   320,976.237   MT  1.00008017   +0 52 20.8
 JP0332;SPC NV E     -27,719,885.60  1,053,069.54   sFT  1.00008017   +0 52 20.8
 JP0332;SPC UT C     - 2,054,046.260   266,230.685   MT  1.00006413   -1 43 25.3
 JP0332;UTM  11      - 4,297,050.863   743,994.680   MT  1.00033316   +1 45 38.4
 JP0332
 JP0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0332!SPC NV E     -   0.99953176  x   1.00008017  =   0.99961189
 JP0332!SPC UT C     -   0.99953176  x   1.00006413  =   0.99959586
 JP0332!UTM  11      -   0.99953176  x   1.00033316  =   0.99986476
 JP0332
 JP0332|---------------------------------------------------------------------|
 JP0332| PID    Reference Object                     Distance      Geod. Az  |
 JP0332|                                                           dddmmss.s |
 JP0332| DC9950 CHOKE CHERRY RM 1                     4.994 METERS 18317     |
 JP0332| DC9951 CHOKE CHERRY RM 2                     8.791 METERS 27553     |
 JP0332| DC9949 CHOKE CHERRY AZ MK                                 3044840.3 |
 JP0332|---------------------------------------------------------------------|
 JP0332
 JP0332                          SUPERSEDED SURVEY CONTROL
 JP0332
 JP0332  NAD 83(1994)-  38 47 18.45421(N)    114 11 26.99521(W) AD(       ) 1
 JP0332  NAD 83(1986)-  38 47 18.44911(N)    114 11 27.00073(W) AD(       ) 1
 JP0332  NAD 27      -  38 47 18.62900(N)    114 11 24.03500(W) AD(       ) 1
 JP0332  NGVD 29 (07/19/86) 3005.0    (m)         9859.     (f) VERT ANG       
 JP0332
 JP0332.Superseded values are not recommended for survey control.
 JP0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0332.See file dsdata.txt to determine how the superseded data were derived.
 JP0332
 JP0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC4399597051(NAD 83)
 JP0332_MARKER: DS = TRIANGULATION STATION DISK
 JP0332_SETTING: 66 = SET IN ROCK OUTCROP
 JP0332_SP_SET: PARTIALLY EXPOSED BEDROCK
 JP0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0332
 JP0332  HISTORY     - Date     Condition        Report By
 JP0332  HISTORY     - 1944     MONUMENTED       CGS
 JP0332  HISTORY     - 1944     GOOD             CGS
 JP0332  HISTORY     - 1957     GOOD             CGS
 JP0332  HISTORY     - 1971     GOOD             USGS
 JP0332
 JP0332                          STATION DESCRIPTION
 JP0332
 JP0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 JP0332'STATION IS ABOUT 28-1/2 MILES (AIR LINE) SE OF MAJORS PLACE,
 JP0332'ABOUT 17 MILES (AIR LINE) S OF BAKER, AND ABOUT 13 MILES SW OF
 JP0332'GARRISON, UTAH.  IT IS ON A ROCKY CRAG WHICH IS THE HIGHEST POINT
 JP0332'ALONG THE E RANGE OF THE WHEELER MOUNTAINS.  STATION OVERLOOKS ALL
 JP0332'THE VALLEY TO THE E AND WHEELER MOUNTAINS TO THE N AND W.
 JP0332'
 JP0332'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK AND IS STAMPED
 JP0332'CHOKE CHERRY 1944.  IT IS 22 FEET N OF THE HIGHEST POINT OF THE
 JP0332'CRAG AND IS 4.5 FEET WSW OF THE EDGE OF A 6-FOOT LEDGE.
 JP0332'
 JP0332'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK AND
 JP0332'IS STAMPED CHOKE CHERRY NO 1 1944.  IT IS 5 INCHES S OF THE
 JP0332'EDGE OF A 2-1/2-FOOT LEDGE AND IS ABOUT 14 INCHES LOWER IN
 JP0332'ELEVATION THAN THE STATION MARK.
 JP0332'
 JP0332'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 JP0332'FLUSH WITH THE SURROUNDING SURFACE.  IT IS ABOUT 8-1/2 FEET LOWER
 JP0332'IN ELEVATION THAN THE STATION MARK AND IS STAMPED CHOKE CHERRY
 JP0332'NO 2 1944.
 JP0332'
 JP0332'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH WITH
 JP0332'THE SURROUNDING SURFACE ABOUT 4 FEET E OF A 4-FOOT CAIRN AND IS
 JP0332'STAMPED CHOKE CHERRY 1944.  THE CAIRN IS ABOUT 1/4 MILE UP THE
 JP0332'RIDGE E FROM THE POINT WHERE THE TOP OF THE FIRST RIDGE IS
 JP0332'REACHED (SEE BELOW).
 JP0332'
 JP0332'TO REACH STATION FROM GARRISON, UTAH, GO S ON STATE HIGHWAY 21
 JP0332'FOR 10.3 MILES TO A FORK AND SIGN RYAN RANCH, HERE TAKE THE
 JP0332'BLADED RIGHT FORK AWAY FROM THE HIGHWAY AND GO 2.1 MILES TO A
 JP0332'FORK.  HERE TAKE LEFT FORK AND GO 4.0 MILES TO A CROSS ROAD.
 JP0332'HERE TAKE RIGHT FORK AND GO W 4.5 MILES TO BIG SPRINGS RANCH
 JP0332'ON THE RIGHT.  CONTINUE S AND GO 3.3 MILES TO A FORK.  HERE TAKE
 JP0332'RIGHT FORK W FOR 5.3 MILES, TAKING THREE RIGHT FORKS ON THE
 JP0332'WAY, TO THE POINT WHERE THE ROAD TURNS RIGHT DOWN STEEPLY INTO
 JP0332'THE VALLEY.  CONTINUE N UP THE VALLEY FOR 7.2 MILES TO A
 JP0332'CORRAL AND SIGN CEDAR CABIN SPRING AND A FORK.  HERE TAKE THE
 JP0332'RIGHT FORK FOR 1.9 MILES TO A FORK.  HERE TAKE THE RIGHT
 JP0332'FORK NE THROUGH A SMALL OPENING IN THE SIDE OF THE VALLEY
 JP0332'AND GO 0.3 MILE UP THE SIDE VALLEY TO A SPRING AND CAMPING
 JP0332'PLACE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK S UP THE
 JP0332'STEEP SLOPE FOR ABOUT 1/4 MILE TO THE TOP OF THE RIDGE.
 JP0332'FROM HERE GO LEFT OR E UP THE RIDGE WHICH WANDERS FOR 1-1/2 MILES
 JP0332'TO THE TOP OF THE MAIN MOUNTAIN RANGE.  FROM HERE GO RIGHT OR
 JP0332'S ALONG THE CREST FOR ABOUT 1-1/2 MILES TO A PROMINENT BALD
 JP0332'CRAG AND THE STATION ON TOP OF IT.
 JP0332'
 JP0332'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER
 JP0332
 JP0332                          STATION RECOVERY (1944)
 JP0332
 JP0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 JP0332'REACHED BY HELICOPTER.  GOOD LANDING SIGHT 500 FT. W., 200 FT.
 JP0332'LOWER.  APROXIMATELY 20 MINUTE PACK TO STATION.
 JP0332'
 JP0332'STATION MARK  A STANDARD DISK--STAMPED CHOKE CHERRY 1944--,
 JP0332'CEMENTED IN A DRILLHOLE IN BEDROCK.
 JP0332
 JP0332                          STATION RECOVERY (1957)
 JP0332
 JP0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 JP0332'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 JP0332'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 JP0332'
 JP0332'THE STATION IS ON THE HIGHEST POINT OF A PROMINENT GRAY ROCKY
 JP0332'CRAG THAT IS THE HIGHEST POINT ALONG THE EAST RANGE OF THE
 JP0332'WHEELER MOUNTAINS.  IT IS ABOUT 13 MILES AIRLINE SOUTHWEST OF
 JP0332'GARRISON AND ABOUT 10 MILES AIRLINE WEST OF THE SOUTH END OF
 JP0332'PRUESS LAKE.
 JP0332'
 JP0332'TO REACH FROM THE U.S. POST OFFICE IN GARRISON, GO SOUTH ON
 JP0332'STATE HIGHWAY 21 FOR 7.3 MILES TO A GRAVEL SIDE ROAD RIGHT.
 JP0332'TURN RIGHT ON GRAVEL ROAD AND GO SOUTHERLY FOR 5.5 MILES TO A
 JP0332'FORK.  TAKE LEFT FORK AND CONTINUE SOUTHERLY FOR 5.1 MILES TO
 JP0332'A FORK.  TAKE RIGHT FORK, WEST AND SOUTHWEST, FOR 2.6 MILES TO A
 JP0332'FORK.  TAKE LEFT FORK FOR 0.2 MILE TO A FORK AND SIGN BIG SPRING
 JP0332'WASH.  TAKE RIGHT FORK AND GO SOUTHWEST FOR 5.5 MILES TO A DIM
 JP0332'CROSS ROAD JUST AFTER DROPPING DOWN INTO STEEP WASH.  CONTINUE
 JP0332'STRAIGHT AHEAD FOR 0.5 MILE TO A T-ROAD IN A WASH.  TURN
 JP0332'RIGHT AND GO NORTH FOR 1.4 MILES TO A FORK AT A SIGN SWALLOW
 JP0332'CAMP 6.  TAKE RIGHT FORK, NORTHERLY FOR 2.7 MILES TO A FORK.
 JP0332'TAKE RIGHT FORK, NORTHERLY FOR 2.6 MILES TO A FORK AT A SIGN
 JP0332'CEDAR SPRINGS.  TAKE RIGHT FORK, NORTHERLY, FOR 1.9 MILES TO A
 JP0332'FORK.  TAKE RIGHT FORK NORTHEAST UP DEEP CANYON FOR 0.3
 JP0332'MILE TO A SPRING AND CAMPING PLACE.  FROM HERE PACK SOUTH
 JP0332'UP STEEP SLOPE TO TOP OF RIDGE.  GO EAST ALONG RIDGE TOP FOR
 JP0332'ABOUT 1/4 MILE TO A CAIRN IN A SADDLE AND THE AZIMUTH MARK.
 JP0332'CONTINUE ALONG RIDGE TO TOP OF MAIN RANGE, THEN GO RIGHT, SOUTH,
 JP0332'ALONG MAIN RIDGE FOR ABOUT 1-1/2 MILES TO ROCKY CRAG AND
 JP0332'STATION.
 JP0332'
 JP0332'THE STATION MARK IS A STANDARD DISK STAMPED CHOKE CHERRY 1944,
 JP0332'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 4 FEET WEST OF THE
 JP0332'EAST EDGE OF THE CLIFF.
 JP0332'
 JP0332'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHOKE
 JP0332'CHERRY NO 1 1944, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE THAT
 JP0332'PROJECTS 3 FEET.  IT IS ABOUT 18 INCHES LOWER THAN THE STATION.
 JP0332'
 JP0332'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHOKE CHERRY
 JP0332'NO 2 1944, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 9.5 FEET
 JP0332'LOWER THAN THE STATION.
 JP0332'
 JP0332'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHOKE CHERRY 1957,
 JP0332'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 1 FOOT
 JP0332'EAST OF A CAIRN.
 JP0332
 JP0332                          STATION RECOVERY (1971)
 JP0332
 JP0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0332'INSTRUMENT STAND IS 5.0 FT ABOVE STATION MARK.
 JP0332'
 JP0332'REACHED BY HELICOPTER.  GOOD LANDING SIGHT 500 FT W., 200 FT
 JP0332'LOWER.  APPROXIMATELY 20 MINUTE PACK TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1379 ***********************************************************************
 FS1379  DESIGNATION -  CHOLLA
 FS1379  PID         -  FS1379
 FS1379  STATE/COUNTY-  NV/CLARK
 FS1379  USGS QUAD   -  NELSON (1984)
 FS1379
 FS1379                         *CURRENT SURVEY CONTROL
 FS1379  ___________________________________________________________________
 FS1379* NAD 83(1994)-  35 41 27.09368(N)    114 46 36.88022(W)     ADJUSTED  
 FS1379* NAVD 88     -       708.4    (meters)    2324.     (feet)  VERTCON   
 FS1379  ___________________________________________________________________
 FS1379  LAPLACE CORR-          -6.73  (seconds)                    DEFLEC99
 FS1379  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FS1379
 FS1379  HORZ ORDER  -  THIRD
 FS1379
 FS1379.The horizontal coordinates were established by classical geodetic methods
 FS1379.and adjusted by the National Geodetic Survey in June 1998..
 FS1379
 FS1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1379
 FS1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1379
 FS1379.The geoid height was determined by GEOID03.
 FS1379
 FS1379;                    North         East     Units Scale Factor Converg.
 FS1379;SPC NV E     - 8,104,672.520   272,986.188   MT  0.99996562   +0 28 13.8
 FS1379;SPC NV E     -26,590,079.76    895,622.19   sFT  0.99996562   +0 28 13.8
 FS1379;UTM  11      - 3,951,938.535   701,157.020   MT  1.00009865   +1 17 50.7
 FS1379
 FS1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1379!SPC NV E     -   0.99989332  x   0.99996562  =   0.99985894
 FS1379!UTM  11      -   0.99989332  x   1.00009865  =   0.99999196
 FS1379
 FS1379|---------------------------------------------------------------------|
 FS1379| PID    Reference Object                     Distance      Geod. Az  |
 FS1379|                                                           dddmmss.s |
 FS1379| CS5941 CHOLLA RM 2                           3.969 METERS 01606     |
 FS1379| CS5940 CHOLLA RM 1                           5.154 METERS 27900     |
 FS1379|---------------------------------------------------------------------|
 FS1379
 FS1379                          SUPERSEDED SURVEY CONTROL
 FS1379
 FS1379  NAD 83(1992)-  35 41 27.09398(N)    114 46 36.88080(W) AD(1991.35) 3
 FS1379  NAD 83(1992)-  35 41 27.09212(N)    114 46 36.88213(W) AD(       ) 3
 FS1379  NAD 83(1992)-  35 41 27.09308(N)    114 46 36.88059(W) AD(       ) 3
 FS1379  NAD 83(1986)-  35 41 27.08781(N)    114 46 36.86804(W) AD(       ) 3
 FS1379  NGVD 29 (05/21/91)  707.7    (m)         2322.     (f) VERT ANG       
 FS1379
 FS1379.Superseded values are not recommended for survey control.
 FS1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1379.See file dsdata.txt to determine how the superseded data were derived.
 FS1379
 FS1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0115751939(NAD 83)
 FS1379_MARKER: DS = TRIANGULATION STATION DISK
 FS1379_SETTING: 66 = SET IN ROCK OUTCROP
 FS1379_SP_SET: SET IN ROCK OUTCROP
 FS1379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1379+STABILITY: POSITION/ELEVATION WELL
 FS1379
 FS1379  HISTORY     - Date     Condition        Report By
 FS1379  HISTORY     - 1957     MONUMENTED       USGS
 FS1379
 FS1379                          STATION DESCRIPTION
 FS1379
 FS1379'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FS1379'LOCATED ABOUT 4 MI WSW. OF ELDORADO CANYON BOAT LANDING, 2 MI SE.
 FS1379'OF NELSON.  ON SMALL TOP AT NORTHEAST END OF SMALL GROUP OF TOPS,
 FS1379'LOWER THAN TOP TO SW.
 FS1379'
 FS1379'TO REACH FROM GROCERY STORE IN NELSON, DRIVE 7.0 MI E. ON PAVED
 FS1379'RD. TO WEST END OF GROUP OF CABINS AND CAMPGROUND AT ELDORADO
 FS1379'LANDING.  TURN RIGHT ON TRACK IN WASH 0.5 MI TO Y-FORKS, CONTINUE
 FS1379'STRAIGHT AHEAD IN WASH 0.4 MI TO Y-FORKS.  TAKE LEFT FORK KEEPING
 FS1379'IN WASH 1.4 MI TO Y-FORKS.  TAKE RIGHT FORK 1.4 MI TO Y-FORKS AND
 FS1379'DUGWAY LEFT.  TAKE RIGHT FORK UP WASH 0.2 MI.  TURN RIGHT (N.) AND
 FS1379'WORK WAY CROSS-COUNTRY ACROSS WASH AND UP STEEP SLOPE 0.4 MI.
 FS1379'PACK NE. TO SHARP TOP AND STATION.  A 5-MINUTE PACK.
 FS1379'
 FS1379'STATION MARK--STANDARD TABLET STAMPED---CHOLLA 1957---, IN TOP OF
 FS1379'BROKEN ROCK OUTCROP FLUSH WITH GROUND.
 FS1379'
 FS1379'RM 1--STANDARD RM TABLET STAMPED---NO 1 1957---, IN TOP OF SOLID
 FS1379'ROCK, 3 FT LOWER THAN STATION MARK.
 FS1379'
 FS1379'RM 2--STANDARD RM TABLET STAMPED---NO 2 1957---, IN TOP OF ROCK
 FS1379'OUTCROP, 1.5 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0270 ***********************************************************************
 LR0270  DESIGNATION -  CHUB
 LR0270  PID         -  LR0270
 LR0270  STATE/COUNTY-  NV/LANDER
 LR0270  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0270
 LR0270                         *CURRENT SURVEY CONTROL
 LR0270  ___________________________________________________________________
 LR0270* NAD 83(1994)-  40 39 39.66857(N)    116 57 35.52423(W)     ADJUSTED  
 LR0270* NAVD 88     -      1374.112  (meters)    4508.23   (feet)  ADJUSTED  
 LR0270  ___________________________________________________________________
 LR0270  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 LR0270  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 LR0270  DYNAMIC HT  -        1373.014 (meters)    4504.63  (feet)  COMP
 LR0270  MODELED GRAV-     979,778.5   (mgal)                       NAVD 88
 LR0270
 LR0270  HORZ ORDER  -  THIRD
 LR0270  VERT ORDER  -  FIRST     CLASS II
 LR0270
 LR0270.The horizontal coordinates were established by classical geodetic methods
 LR0270.and adjusted by the National Geodetic Survey in June 1998..
 LR0270
 LR0270.The orthometric height was determined by differential leveling
 LR0270.and adjusted by the National Geodetic Survey in June 1991..
 LR0270
 LR0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0270
 LR0270.The geoid height was determined by GEOID03.
 LR0270
 LR0270.The dynamic height is computed by dividing the NAVD 88
 LR0270.geopotential number by the normal gravity value computed on the
 LR0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0270.degrees latitude (g = 980.6199 gals.).
 LR0270
 LR0270.The modeled gravity was interpolated from observed gravity values.
 LR0270
 LR0270;                    North         East     Units Scale Factor Converg.
 LR0270;SPC NV C     - 6,656,046.638   475,207.977   MT  0.99990756   -0 11 27.8
 LR0270;SPC NV C     -21,837,379.68  1,559,078.17   sFT  0.99990756   -0 11 27.8
 LR0270;SPC NV W     - 4,657,272.725   937,277.043   MT  1.00013189   +1 03 28.8
 LR0270;SPC NV W     -15,279,735.60  3,075,049.77   sFT  1.00013189   +1 03 28.8
 LR0270;UTM  11      - 4,501,128.844   503,392.409   MT  0.99960014   +0 01 34.1
 LR0270
 LR0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0270!SPC NV C     -   0.99978770  x   0.99990756  =   0.99969528
 LR0270!SPC NV W     -   0.99978770  x   1.00013189  =   0.99991956
 LR0270!UTM  11      -   0.99978770  x   0.99960014  =   0.99938792
 LR0270
 LR0270|---------------------------------------------------------------------|
 LR0270| PID    Reference Object                     Distance      Geod. Az  |
 LR0270|                                                           dddmmss.s |
 LR0270| LR0271 CHUB RM 1                            12.837 METERS 05739     |
 LR0270| LR0269 CHUB RM 2                            14.552 METERS 12930     |
 LR0270| LR0931 BATTLE MOUNTAIN MUNICIPAL TANK      APPROX. 2.8 KM 1381421.2 |
 LR0270|---------------------------------------------------------------------|
 LR0270
 LR0270                          SUPERSEDED SURVEY CONTROL
 LR0270
 LR0270  NAD 83(1986)-  40 39 39.67281(N)    116 57 35.51874(W) AD(       ) 3
 LR0270  NAD 27      -  40 39 39.99570(N)    116 57 32.15180(W) AD(       ) 3
 LR0270  NGVD 29 (??/??/92) 1373.076  (m)         4504.83   (f) ADJ UNCH    1 2
 LR0270
 LR0270.Superseded values are not recommended for survey control.
 LR0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0270.See file dsdata.txt to determine how the superseded data were derived.
 LR0270
 LR0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF0339201129(NAD 83)
 LR0270_MARKER: DS = TRIANGULATION STATION DISK
 LR0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0270_STAMPING: CHUB 1958
 LR0270_MARK LOGO: CGS   
 LR0270_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0270+STABILITY: SURFACE MOTION
 LR0270
 LR0270  HISTORY     - Date     Condition        Report By
 LR0270  HISTORY     - 1958     MONUMENTED       CGS
 LR0270  HISTORY     - 1958     GOOD             CGS
 LR0270  HISTORY     - 1984     POOR             NGS
 LR0270
 LR0270                          STATION DESCRIPTION
 LR0270
 LR0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0270'THE STATION IS 1.8 MILE NORTHWEST ALONG U.S. HIGHWAY 40 FROM
 LR0270'THE INTERSECTION OF STATE ROUTE 8 A AND U.S. HIGHWAY 40 IN
 LR0270'BATTLE MOUNTAIN AND MIDWAY BETWEEN THE OLD AND THE NEW HIGHWAYS
 LR0270'ON THE TOP OF A SLIGHT SANDY RISE 8.5 FEET NORTH-NORTHWEST OF A
 LR0270'STEEL WITNESS POST WITH SIGN.
 LR0270'
 LR0270'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 LR0270'SET IN SQUARE TOPPED CONCRETE POSTS AND STAMPED CHUB 1958 WITH
 LR0270'THE REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
 LR0270'ALL MARKS ARE FLUSH WITH THE SURROUNDING SURFACE.  A 2 WHEEL
 LR0270'DRIVE STATION.
 LR0270
 LR0270                          STATION RECOVERY (1958)
 LR0270
 LR0270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0270'1.8 MI NW FROM BATTLE MOUNTAIN.
 LR0270'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF STATE
 LR0270'HIGHWAY 8 A AT BATTLE MOUNTAIN, 47.74 FEET NORTHWEST OF R.M. 2, 42.11
 LR0270'FEET SOUTHWEST OF R.M.1, 8.5 FEET NORTHWEST OF A METAL WITNESS POST,
 LR0270'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LR0270
 LR0270                          STATION RECOVERY (1984)
 LR0270
 LR0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0270'RECOVERED IN POOR CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0270'NEW DESCRIPTION FOLLOWS.  2.8 KM (1.75 MI) NORTHWEST ALONG THE
 LR0270'SOUTHERN PACIFIC RAILROAD FROM ITS STATION AT BATTLE MOUNTAIN, 0.15 KM
 LR0270'(0.1 MI) SOUTHWEST ACROSS THE OLD HIGHWAY BED FROM MILEPOLE 474,
 LR0270'122.5 METERS (402 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 85.3 METERS
 LR0270'(280 FT) NORTHEAST OF THE WEST BOUND HIGHWAY CENTERLINE FOR INTERSTATE
 LR0270'80, 14.5 METERS (47.5 FT) NORTHWEST OF RM 2 AND 12.8 METERS (42 FT)
 LR0270'SOUTHWEST OF RM 1.
 LR0270'THE MARK IS 2.6 METERS  NW FROM A WITNESS POST.
 LR0270'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0271 ***********************************************************************
 LR0271  DESIGNATION -  CHUB RM 1
 LR0271  PID         -  LR0271
 LR0271  STATE/COUNTY-  NV/LANDER
 LR0271  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0271
 LR0271                         *CURRENT SURVEY CONTROL
 LR0271  ___________________________________________________________________
 LR0271* NAD 83(1986)-  40 39 40.     (N)    116 57 35.     (W)     SCALED    
 LR0271* NAVD 88     -      1373.533  (meters)    4506.33   (feet)  ADJUSTED  
 LR0271  ___________________________________________________________________
 LR0271  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 LR0271  DYNAMIC HT  -        1372.436 (meters)    4502.73  (feet)  COMP
 LR0271  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 LR0271
 LR0271  VERT ORDER  -  FIRST     CLASS II
 LR0271
 LR0271.The horizontal coordinates were scaled from a topographic map and have
 LR0271.an estimated accuracy of +/- 6 seconds.
 LR0271
 LR0271.The orthometric height was determined by differential leveling
 LR0271.and adjusted by the National Geodetic Survey in June 1991..
 LR0271
 LR0271.The geoid height was determined by GEOID03.
 LR0271
 LR0271.The dynamic height is computed by dividing the NAVD 88
 LR0271.geopotential number by the normal gravity value computed on the
 LR0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0271.degrees latitude (g = 980.6199 gals.).
 LR0271
 LR0271.The modeled gravity was interpolated from observed gravity values.
 LR0271
 LR0271;                    North         East    Units  Estimated Accuracy
 LR0271;SPC NV C     - 6,656,060.      475,220.      MT  (+/- 180 meters Scaled)
 LR0271
 LR0271                          SUPERSEDED SURVEY CONTROL
 LR0271
 LR0271  NGVD 29 (??/??/92) 1372.497  (m)         4502.93   (f) ADJ UNCH    1 2
 LR0271
 LR0271.Superseded values are not recommended for survey control.
 LR0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0271.See file dsdata.txt to determine how the superseded data were derived.
 LR0271
 LR0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF034011(NAD 83)
 LR0271_MARKER: DR = REFERENCE MARK DISK
 LR0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0271_STAMPING: CHUB NO 1 1958
 LR0271_MARK LOGO: CGS   
 LR0271_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0271+STABILITY: SURFACE MOTION
 LR0271
 LR0271  HISTORY     - Date     Condition        Report By
 LR0271  HISTORY     - 1958     MONUMENTED       CGS
 LR0271  HISTORY     - 1984     GOOD             NGS
 LR0271
 LR0271                          STATION DESCRIPTION
 LR0271
 LR0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0271'1.8 MI NW FROM BATTLE MOUNTAIN.
 LR0271'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF STATE
 LR0271'HIGHWAY 8 A AT BATTLE MOUNTAIN, 42.11 FEET NORTHEAST OF STATION MARK,
 LR0271'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LR0271
 LR0271                          STATION RECOVERY (1984)
 LR0271
 LR0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0271'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0271'NEW DESCRIPTION FOLLOWS.  2.8 KM (1.75 MI) NORTHWEST ALONG THE
 LR0271'SOUTHERN PACIFIC RAILROAD FROM ITS STATION AT BATTLE MOUNTAIN, 0.15 KM
 LR0271'(0.1 MI) SOUTHWEST ACROSS THE OLD HIGHWAY BED FROM MILEPOLE 474,
 LR0271'109.7 METERS (360 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 98.0 METERS
 LR0271'(322 FT) NORTHEAST OF THE WEST BOUND HIGHWAY CENTERLINE FOR INTERSTATE
 LR0271'80 AND 12.8 METERS (42 FT) NORTHEAST OF THE STATION.
 LR0271'THE MARK IS 13.0 METERS  NE FROM A WITNESS POST.
 LR0271'THE MARK IS 0.6 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0269 ***********************************************************************
 LR0269  DESIGNATION -  CHUB RM 2
 LR0269  PID         -  LR0269
 LR0269  STATE/COUNTY-  NV/LANDER
 LR0269  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0269
 LR0269                         *CURRENT SURVEY CONTROL
 LR0269  ___________________________________________________________________
 LR0269* NAD 83(1986)-  40 39 40.     (N)    116 57 35.     (W)     SCALED    
 LR0269* NAVD 88     -      1373.714  (meters)    4506.93   (feet)  ADJUSTED  
 LR0269  ___________________________________________________________________
 LR0269  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 LR0269  DYNAMIC HT  -        1372.617 (meters)    4503.33  (feet)  COMP
 LR0269  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 LR0269
 LR0269  VERT ORDER  -  FIRST     CLASS II
 LR0269
 LR0269.The horizontal coordinates were scaled from a topographic map and have
 LR0269.an estimated accuracy of +/- 6 seconds.
 LR0269
 LR0269.The orthometric height was determined by differential leveling
 LR0269.and adjusted by the National Geodetic Survey in June 1991..
 LR0269
 LR0269.The geoid height was determined by GEOID03.
 LR0269
 LR0269.The dynamic height is computed by dividing the NAVD 88
 LR0269.geopotential number by the normal gravity value computed on the
 LR0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0269.degrees latitude (g = 980.6199 gals.).
 LR0269
 LR0269.The modeled gravity was interpolated from observed gravity values.
 LR0269
 LR0269;                    North         East    Units  Estimated Accuracy
 LR0269;SPC NV C     - 6,656,060.      475,220.      MT  (+/- 180 meters Scaled)
 LR0269
 LR0269                          SUPERSEDED SURVEY CONTROL
 LR0269
 LR0269  NGVD 29 (??/??/92) 1372.678  (m)         4503.53   (f) ADJ UNCH    1 2
 LR0269
 LR0269.Superseded values are not recommended for survey control.
 LR0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0269.See file dsdata.txt to determine how the superseded data were derived.
 LR0269
 LR0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF034011(NAD 83)
 LR0269_MARKER: DR = REFERENCE MARK DISK
 LR0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0269_STAMPING: CHUB NO 2 1958
 LR0269_MARK LOGO: CGS   
 LR0269_PROJECTION: PROJECTING 3 CENTIMETERS
 LR0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0269+STABILITY: SURFACE MOTION
 LR0269
 LR0269  HISTORY     - Date     Condition        Report By
 LR0269  HISTORY     - 1958     MONUMENTED       CGS
 LR0269  HISTORY     - 1984     GOOD             NGS
 LR0269
 LR0269                          STATION DESCRIPTION
 LR0269
 LR0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0269'1.8 MI NW FROM BATTLE MOUNTAIN.
 LR0269'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF STATE
 LR0269'HIGHWAY 8 A AT BATTLE MOUNTAIN, 47.74 FEET SOUTHEAST OF THE STATION
 LR0269'MARK, SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LR0269
 LR0269                          STATION RECOVERY (1984)
 LR0269
 LR0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0269'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0269'NEW DESCRIPTION FOLLOWS.  2.8 KM (1.75 MI) NORTHWEST ALONG THE
 LR0269'SOUTHERN PACIFIC RAILROAD FROM ITS STATION AT BATTLE MOUNTAIN, 0.15 KM
 LR0269'(0.1 MI) SOUTHWEST ACROSS THE OLD HIGHWAY BED FROM MILEPOLE 474,
 LR0269'120.9 METERS (396.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 87.0 METERS
 LR0269'(285.5 FT) NORTHEAST OF THE WEST BOUND HIGHWAY CENTERLINE FOR
 LR0269'INTERSTATE 80, 14.5 METERS (47.5 FT) SOUTHEAST OF THE STATION.
 LR0269'THE MARK IS 11.8 METERS  SE FROM A WITNESS POST.
 LR0269'THE MARK IS 0.4 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0824 ***********************************************************************
 LR0824  DESIGNATION -  CHUCK
 LR0824  PID         -  LR0824
 LR0824  STATE/COUNTY-  NV/HUMBOLDT
 LR0824  USGS QUAD   -  BROOKS SPRING (1981)
 LR0824
 LR0824                         *CURRENT SURVEY CONTROL
 LR0824  ___________________________________________________________________
 LR0824* NAD 83(1994)-  40 45 36.17660(N)    117 15 18.64105(W)     ADJUSTED  
 LR0824* NAVD 88     -      1728.7    (meters)    5672.     (feet)  VERTCON   
 LR0824  ___________________________________________________________________
 LR0824  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 LR0824  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 LR0824
 LR0824  HORZ ORDER  -  SECOND
 LR0824
 LR0824.The horizontal coordinates were established by classical geodetic methods
 LR0824.and adjusted by the National Geodetic Survey in June 1998..
 LR0824
 LR0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0824
 LR0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0824
 LR0824.The geoid height was determined by GEOID03.
 LR0824
 LR0824;                    North         East     Units Scale Factor Converg.
 LR0824;SPC NV W     - 4,667,849.988   912,139.143   MT  1.00005473   +0 52 02.0
 LR0824;SPC NV W     -15,314,437.84  2,992,576.50   sFT  1.00005473   +0 52 02.0
 LR0824;SPC NV C     - 6,667,167.935   450,311.191   MT  0.99993038   -0 23 03.3
 LR0824;SPC NV C     -21,873,866.80  1,477,395.97   sFT  0.99993038   -0 23 03.3
 LR0824;UTM  11      - 4,512,152.102   478,461.482   MT  0.99960571   -0 09 59.8
 LR0824
 LR0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0824!SPC NV W     -   0.99973209  x   1.00005473  =   0.99978681
 LR0824!SPC NV C     -   0.99973209  x   0.99993038  =   0.99966249
 LR0824!UTM  11      -   0.99973209  x   0.99960571  =   0.99933791
 LR0824
 LR0824|---------------------------------------------------------------------|
 LR0824| PID    Reference Object                     Distance      Geod. Az  |
 LR0824|                                                           dddmmss.s |
 LR0824| DB7036 CHUCK RM 2                            5.700 METERS 01245     |
 LR0824| DB7035 CHUCK RM 1                           11.412 METERS 15856     |
 LR0824| DB7034 CHUCK AZ MK                                        2383538.5 |
 LR0824|---------------------------------------------------------------------|
 LR0824
 LR0824                          SUPERSEDED SURVEY CONTROL
 LR0824
 LR0824  NAD 83(1986)-  40 45 36.18006(N)    117 15 18.63749(W) AD(       ) 2
 LR0824  NAD 27      -  40 45 36.51470(N)    117 15 15.23340(W) AD(       ) 2
 LR0824  NGVD 29 (07/19/86) 1727.6    (m)         5668.     (f) VERT ANG       
 LR0824
 LR0824.Superseded values are not recommended for survey control.
 LR0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0824.See file dsdata.txt to determine how the superseded data were derived.
 LR0824
 LR0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF7846112152(NAD 83)
 LR0824_MARKER: DS = TRIANGULATION STATION DISK
 LR0824_SETTING: 66 = SET IN ROCK OUTCROP
 LR0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0824
 LR0824  HISTORY     - Date     Condition        Report By
 LR0824  HISTORY     - 1958     MONUMENTED       CGS
 LR0824  HISTORY     - 1964     GOOD             USGS
 LR0824
 LR0824                          STATION DESCRIPTION
 LR0824
 LR0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0824'THE STATION IS LOCATED ABOUT 7 MILES AIRLINE, WEST-SOUTHWEST
 LR0824'OF VALMY ON A PROMINENT ROUND-TOPPED HILL AT THE SOUTHWEST
 LR0824'END OF A GROUP OF HILLS BETWEEN TWO MOUNTAIN RANGES.
 LR0824'
 LR0824'TO REACH THE STATION FROM THE U.S. POST OFFICE IN VALMY,
 LR0824'CROSS U.S. HIGHWAY 40 AND FOLLOW THE MAIN ROAD SOUTH-SOUTHWEST
 LR0824'FOR 3.0 MILES TO A FORKS.  KEEP THE RIGHT FORK AND CONTINUE
 LR0824'3.3 MILES TO A DIM FORKS ON THE RIGHT.  TURN RIGHT AND FOLLOW
 LR0824'OLD ROAD WESTERLY FOR 4.05 MILES TO A ROAD INTERSECTION AT THE
 LR0824'SOUTHWEST SLOPE OF THE STATION HILL.  CONTINUE STRAIGHT AHEAD
 LR0824'ABOUT 25 YARDS AND TURN RIGHT UP RIDGE, ACROSS COUNTRY FOR 0.4
 LR0824'MILE TO THE TOP OF THE HILL AND STATION.
 LR0824'
 LR0824'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED CHUCK 1958
 LR0824'SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 LR0824'
 LR0824'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 LR0824'CHUCK NO 1 1958 SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING
 LR0824'BEDROCK.  MARK IS ABOUT 1 FOOT LOWER THAN THE STATION.
 LR0824'
 LR0824'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 LR0824'CHUCK NO 2 1958 SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING
 LR0824'BEDROCK.  MARK IS ABOUT THE SAME ELEVATION AS THE STATION.
 LR0824'
 LR0824'TO REACH THE AZIMUTH MARK FROM THE ROAD INTERSECTION AT THE BASE OF
 LR0824'THE HILL, KEEP THE RIGHT FORK AND CONTINUE STRAIGHT AHEAD
 LR0824'FOR 0.15 MILE TO WHERE THE ROAD DROPS DOWN INTO A WASH.  TURN
 LR0824'LEFT ACROSS COUNTRY UP A SLIGHT SLOPE FOR 0.1 MILE TO THE MARK.
 LR0824'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED CHUCK 1958
 LR0824'SET IN CEMENT IN A DRILL HOLE IN A BOULDER.  MARK IS FLUSH WITH
 LR0824'GROUND LEVEL AND 3 FEET SOUTH OF A SMALL CAIRN.
 LR0824
 LR0824                          STATION RECOVERY (1964)
 LR0824
 LR0824'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LR0824'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40117-1, STATION 1015.
 LR0824'
 LR0824'STATION MARK--A STANDARD BRONZE DISK STAMPED---CHUCK 1958---SET IN
 LR0824'CEMENT IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1631 ***********************************************************************
 KR1631  DESIGNATION -  CHURCHILL BUTTE
 KR1631  PID         -  KR1631
 KR1631  STATE/COUNTY-  NV/LYON
 KR1631  USGS QUAD   -  CHURCHILL BUTTE (1985)
 KR1631
 KR1631                         *CURRENT SURVEY CONTROL
 KR1631  ___________________________________________________________________
 KR1631* NAD 83(1994)-  39 20 23.73134(N)    119 17 44.01075(W)     ADJUSTED  
 KR1631* NAVD 88     -      1838.7    (meters)    6032.     (feet)  VERTCON   
 KR1631  ___________________________________________________________________
 KR1631  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 KR1631  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 KR1631
 KR1631  HORZ ORDER  -  FIRST
 KR1631
 KR1631.The horizontal coordinates were established by classical geodetic methods
 KR1631.and adjusted by the National Geodetic Survey in June 1998..
 KR1631
 KR1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1631
 KR1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1631
 KR1631.The geoid height was determined by GEOID03.
 KR1631
 KR1631;                    North         East     Units Scale Factor Converg.
 KR1631;SPC NV W     - 4,509,574.705   738,604.618   MT  0.99994640   -0 27 05.4
 KR1631;SPC NV W     -14,795,163.01  2,423,238.65   sFT  0.99994640   -0 27 05.4
 KR1631;UTM  11      - 4,357,012.590   302,167.672   MT  1.00008190   -1 27 20.4
 KR1631
 KR1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1631!SPC NV W     -   0.99971542  x   0.99994640  =   0.99966184
 KR1631!UTM  11      -   0.99971542  x   1.00008190  =   0.99979730
 KR1631
 KR1631|---------------------------------------------------------------------|
 KR1631| PID    Reference Object                     Distance      Geod. Az  |
 KR1631|                                                           dddmmss.s |
 KR1631| DB7038 CHURCHILL BUTTE RM 1                 11.357 METERS 07657     |
 KR1631| KR1632 CHURCHILL BUTTE KOB 89 ATT STA       61.899 METERS 13111     |
 KR1631| DB7039 CHURCHILL BUTTE RM 2                  9.208 METERS 20403     |
 KR1631| DB7037 CHURCHILL BUTTE AZ MK                              2394456.8 |
 KR1631|---------------------------------------------------------------------|
 KR1631
 KR1631                          SUPERSEDED SURVEY CONTROL
 KR1631
 KR1631  NAD 83(1992)-  39 20 23.73476(N)    119 17 43.99933(W) AD(       ) 1
 KR1631  NAD 83(1986)-  39 20 23.74075(N)    119 17 43.98716(W) AD(       ) 1
 KR1631  NAD 27      -  39 20 24.04100(N)    119 17 40.39000(W) AD(       ) 1
 KR1631  NGVD 29 (07/19/86) 1837.7    (m)         6029.     (f) VERT ANG       
 KR1631
 KR1631.Superseded values are not recommended for survey control.
 KR1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1631.See file dsdata.txt to determine how the superseded data were derived.
 KR1631
 KR1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0216857013(NAD 83)
 KR1631_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1631_SETTING: 66 = SET IN ROCK OUTCROP
 KR1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1631
 KR1631  HISTORY     - Date     Condition        Report By
 KR1631  HISTORY     - 1951     MONUMENTED       CGS
 KR1631  HISTORY     - 1955     GOOD             USGS
 KR1631  HISTORY     - 1956     GOOD             USGS
 KR1631
 KR1631                          STATION DESCRIPTION
 KR1631
 KR1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1631'THE STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF THE SMALL
 KR1631'TOWN OF DAYTON, ABOUT 3-1/2 MILES NORTH OF OLD FORT CHURCHILL.
 KR1631'IT IS ON THE HIGHEST POINT OF A PROMINENT HILL LOCALLY KNOWN
 KR1631'AS CHURCHILL BUTTE.
 KR1631'
 KR1631'REACHED FROM THE POST OFFICE IN DAYTON BY DRIVING EAST ON
 KR1631'U.S. HIGHWAY 50 FOR 18.5 MILES TO A ROAD RIGHT, JUST AFTER
 KR1631'PASSING THE SUMMIT OF A LOW RIDGE.  TURN RIGHT AND FOLLOW
 KR1631'THE DIRT ROAD FOR 4.4 MILES TO THE AZIMUTH MARK ON THE LEFT
 KR1631'(NORTH) SIDE OF ROAD.  CONTINUE STRAIGHT AHEAD FOR 1.5 MILES
 KR1631'TO THE END OF THE ROAD AT A BELL TELEPHONE RELAY STATION
 KR1631'AND THE STATION.
 KR1631'
 KR1631'THE STATION MARK IS LOCATED 6 FEET WEST OF THE HIGHEST POINT
 KR1631'WHICH IS A PILE OF ROCK WHICH PROJECTS ABOUT 3 FEET ABOVE THE
 KR1631'GROUND.  THE STATION IS ABOUT 70 METERS NORTHWEST OF THE RELAY
 KR1631'STATION.  THE MARK IS A BRONZE DISK STAMPED CHURCHILL BUTTE
 KR1631'1951.
 KR1631'
 KR1631'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 KR1631'STATION MARK.  IT IS A BRONZE DISK SET IN THE TOP OF A BOULDER
 KR1631'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  THE MARK IS STAMPED
 KR1631'CHURCHILL BUTTE NO 1 1951.
 KR1631'
 KR1631'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 KR1631'AS THE STATION.  IT IS A BRONZE DISK SET IN THE TOP OF A BOULDER
 KR1631'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS STAMPED
 KR1631'CHURCHILL BUTTE NO 2 1951.
 KR1631'
 KR1631'THE AZIMUTH MARK IS 28 FEET NORTH OF THE CENTER OF THE ROAD
 KR1631'TO STATION, 3 FEET SOUTH OF A 4 INCH SQUARE WITNESS POST
 KR1631'AROUND WHICH IS BUILT A 3 FOOT CAIRN.  IT IS A BRONZE AZIMUTH
 KR1631'MARK DISK SET IN THE TOP OF AN OUTCROP THAT PROJECTS 3 INCHES
 KR1631'ABOVE THE GROUND SURFACE.  THE MARK IS STAMPED CHURCHILL BUTTE
 KR1631'1951.
 KR1631
 KR1631                          STATION RECOVERY (1955)
 KR1631
 KR1631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KR1631'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 KR1631
 KR1631                          STATION RECOVERY (1956)
 KR1631
 KR1631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KR1631'RECOVERED AS DESCRIBED BY CGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1632 ***********************************************************************
 KR1632  DESIGNATION -  CHURCHILL BUTTE KOB 89 ATT STA
 KR1632  PID         -  KR1632
 KR1632  STATE/COUNTY-  NV/LYON
 KR1632  USGS QUAD   -  CHURCHILL BUTTE (1985)
 KR1632
 KR1632                         *CURRENT SURVEY CONTROL
 KR1632  ___________________________________________________________________
 KR1632* NAD 83(1994)-  39 20 22.40980(N)    119 17 42.06528(W)     ADJUSTED  
 KR1632* NAVD 88     -      1843.0    (meters)    6047.     (feet)  VERTCON   
 KR1632  ___________________________________________________________________
 KR1632  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 KR1632  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 KR1632
 KR1632  HORZ ORDER  -  THIRD
 KR1632
 KR1632.The horizontal coordinates were established by classical geodetic methods
 KR1632.and adjusted by the National Geodetic Survey in June 1998..
 KR1632
 KR1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1632
 KR1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1632
 KR1632.The geoid height was determined by GEOID03.
 KR1632
 KR1632;                    North         East     Units Scale Factor Converg.
 KR1632;SPC NV W     - 4,509,533.586   738,650.881   MT  0.99994633   -0 27 04.2
 KR1632;SPC NV W     -14,795,028.11  2,423,390.43   sFT  0.99994633   -0 27 04.2
 KR1632;UTM  11      - 4,356,970.661   302,213.214   MT  1.00008168   -1 27 19.1
 KR1632
 KR1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1632!SPC NV W     -   0.99971475  x   0.99994633  =   0.99966110
 KR1632!UTM  11      -   0.99971475  x   1.00008168  =   0.99979641
 KR1632
 KR1632                          SUPERSEDED SURVEY CONTROL
 KR1632
 KR1632  NAD 83(1992)-  39 20 22.41322(N)    119 17 42.05386(W) AD(       ) 4
 KR1632  NAD 83(1986)-  39 20 22.41922(N)    119 17 42.04170(W) AD(       ) 4
 KR1632  NAD 27      -  39 20 22.71900(N)    119 17 38.44500(W) AD(       ) 3
 KR1632  NGVD 29 (07/19/86) 1842.0    (m)         6043.     (f) VERT ANG       
 KR1632
 KR1632.Superseded values are not recommended for survey control.
 KR1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1632.See file dsdata.txt to determine how the superseded data were derived.
 KR1632
 KR1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0221356971(NAD 83)
 KR1632
 KR1632  HISTORY     - Date     Condition        Report By
 KR1632  HISTORY     - 1951     MONUMENTED       CGS
 KR1632
 KR1632                          STATION DESCRIPTION
 KR1632
 KR1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1632'LOCATED ABOUT 17 MILES NORTHEAST OF THE SMALL TOWN OF DAYTON AND
 KR1632'ABOUT 3-1/2 MILES NORTH OF OLD FORT CHURCHILL.  IT IS APPROXIMATELY
 KR1632'200 FEET SOUTHEAST OF THE HIGHEST POINT OF THE HILL.
 KR1632'
 KR1632'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CHURCHILL
 KR1632'BUTTE, THE DISTANCE BEING 203.08 FEET (61.899 METERS) SOUTHEAST
 KR1632'FROM STATION CHURCHILL BUTTE.
 KR1632'
 KR1632'THE STATION IS THE NORTHWEST CORNER (AT THE ROOF) OF THE CONCRETE
 KR1632'BUILDING ESTABLISHED BY THE BELL TELEPHONE COMPANY AS A RELAY
 KR1632'OR MICRO WAVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1577 ***********************************************************************
 KR1577  DESIGNATION -  CHURCHILL LYON WASHOE CO MON
 KR1577  PID         -  KR1577
 KR1577  STATE/COUNTY-  NV/LYON
 KR1577  USGS QUAD   -  TWO TIPS (1985)
 KR1577
 KR1577                         *CURRENT SURVEY CONTROL
 KR1577  ___________________________________________________________________
 KR1577* NAD 83(1994)-  39 37 30.81953(N)    119 12 02.98900(W)     ADJUSTED  
 KR1577* NAVD 88     -      1272.     (meters)    4173.     (feet)  SCALED    
 KR1577  ___________________________________________________________________
 KR1577  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 KR1577  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 KR1577
 KR1577  HORZ ORDER  -  SECOND
 KR1577
 KR1577.The horizontal coordinates were established by classical geodetic methods
 KR1577.and adjusted by the National Geodetic Survey in June 1998..
 KR1577
 KR1577.The orthometric height was scaled from a topographic map.
 KR1577
 KR1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1577
 KR1577.The geoid height was determined by GEOID03.
 KR1577
 KR1577;                    North         East     Units Scale Factor Converg.
 KR1577;SPC NV W     - 4,541,187.425   746,987.523   MT  0.99993459   -0 23 37.8
 KR1577;SPC NV W     -14,898,879.08  2,450,741.57   sFT  0.99993459   -0 23 37.8
 KR1577;UTM  11      - 4,388,476.852   311,106.036   MT  1.00003931   -1 24 14.5
 KR1577
 KR1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1577!SPC NV W     -   0.99980427  x   0.99993459  =   0.99973887
 KR1577!UTM  11      -   0.99980427  x   1.00003931  =   0.99984357
 KR1577
 KR1577                          SUPERSEDED SURVEY CONTROL
 KR1577
 KR1577  NAD 83(1992)-  39 37 30.82464(N)    119 12 02.97546(W) AD(       ) 2
 KR1577  NAD 83(1986)-  39 37 30.82367(N)    119 12 02.97136(W) AD(       ) 2
 KR1577  NAD 27      -  39 37 31.13700(N)    119 11 59.37300(W) AD(       ) 2
 KR1577
 KR1577.Superseded values are not recommended for survey control.
 KR1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1577.See file dsdata.txt to determine how the superseded data were derived.
 KR1577
 KR1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD1110688477(NAD 83)
 KR1577
 KR1577  HISTORY     - Date     Condition        Report By
 KR1577  HISTORY     - 1958     MONUMENTED       CGS
 KR1577
 KR1577                          STATION DESCRIPTION
 KR1577
 KR1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1577'2.15 MILES NORTHEAST ALONG U.S. HIGHWAY 95 AND 40 FROM THEIR
 KR1577'JUNCTION AT THE EAST SIDE OF FERNLEY.  APPROXIMATELY 430 FEET
 KR1577'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 32 FEET NORTH
 KR1577'OF THE CENTER OF AN OLD RAILROAD GRADE AND ROAD.
 KR1577'
 KR1577'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION 79-2
 KR1577'(NHD), DISTANCE BEING 334.5 FEET (101.95 METERS) NORTHWEST
 KR1577'OF STATION 79-2 (NHD).  THE STONE MONUMENT IS 53 INCHES HIGH,
 KR1577'ABOUT 1-1/2 FEET SQUARE AT THE BASE AND 10 INCHES AT THE TOP.
 KR1577'IT IS BADLY BATTERED BUT SOLID.
 KR1577'
 KR1577'THE APPROXIMATE CENTER OF THE TOP WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1023 ***********************************************************************
 HQ1023  DESIGNATION -  CINDER CONE CAIRN
 HQ1023  PID         -  HQ1023
 HQ1023  STATE/COUNTY-  NV/NYE
 HQ1023  USGS QUAD   -  SPRINGDALE NE (1986)
 HQ1023
 HQ1023                         *CURRENT SURVEY CONTROL
 HQ1023  ___________________________________________________________________
 HQ1023* NAD 83(1994)-  37 08 27.37641(N)    116 45 05.57956(W)     ADJUSTED  
 HQ1023* NAVD 88     -                                                        
 HQ1023  ___________________________________________________________________
 HQ1023  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 HQ1023  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 HQ1023
 HQ1023  HORZ ORDER  -  THIRD
 HQ1023
 HQ1023.The horizontal coordinates were established by classical geodetic methods
 HQ1023.and adjusted by the National Geodetic Survey in June 1998..
 HQ1023
 HQ1023
 HQ1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1023
 HQ1023.The geoid height was determined by GEOID03.
 HQ1023
 HQ1023;                    North         East     Units Scale Factor Converg.
 HQ1023;SPC NV C     - 6,265,270.630   492,459.125   MT  0.99990070   -0 03 04.5
 HQ1023;SPC NV C     -20,555,308.73  1,615,676.31   sFT  0.99990070   -0 03 04.5
 HQ1023;UTM  11      - 4,110,536.140   522,065.266   MT  0.99960600   +0 09 00.0
 HQ1023
 HQ1023                          SUPERSEDED SURVEY CONTROL
 HQ1023
 HQ1023  NAD 83(1992)-  37 08 27.36603(N)    116 45 05.58829(W) AD(       ) 4
 HQ1023  NAD 83(1986)-  37 08 27.36539(N)    116 45 05.58888(W) AD(       ) 4
 HQ1023  NAD 27      -  37 08 27.58000(N)    116 45 02.35000(W) AD(       ) 3
 HQ1023
 HQ1023.Superseded values are not recommended for survey control.
 HQ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1023.See file dsdata.txt to determine how the superseded data were derived.
 HQ1023
 HQ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2206510536(NAD 83)
 HQ1023_MARKER: 72 = CAIRN
 HQ1023
 HQ1023  HISTORY     - Date     Condition        Report By
 HQ1023  HISTORY     - 1949     FIRST OBSERVED   CGS
 HQ1023
 HQ1023                          STATION DESCRIPTION
 HQ1023
 HQ1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 HQ1023'THE STATION IS A CAIRN ON THE SOUTHERLY PORTION OF THE SUMMIT
 HQ1023'OF A SMALL, RED CINDER CONE ON THE NORTHEAST SIDE OF SARCOBOTUS
 HQ1023'FLAT.  IT IS ABOUT 11 MILES SOUTHWEST OF BLACK MOUNTAIN,
 HQ1023'9 MILES SOUTH SOUTHEAST OF TOLICHA PEAK, 8 MILES NORTH OF
 HQ1023'SPRINGDALE, AND 4 MILES NORTHEAST OF U.S. HIGHWAY 95.  IT IS
 HQ1023'2 MILES SOUTHWEST OF THE LONE PEAK ON WHICH TRIANGULATION
 HQ1023'STATION SLEEPING IS LOCATED AND IS PASSED ENROUTE TO AND 1/2
 HQ1023'MILE BEFORE REACHING THE BASE OF THE PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1560 ***********************************************************************
 KR1560  DESIGNATION -  CINNA
 KR1560  PID         -  KR1560
 KR1560  STATE/COUNTY-  NV/CHURCHILL
 KR1560  USGS QUAD   -  DESERT PEAK (1986)
 KR1560
 KR1560                         *CURRENT SURVEY CONTROL
 KR1560  ___________________________________________________________________
 KR1560* NAD 83(1994)-  39 48 31.92708(N)    118 53 01.98463(W)     ADJUSTED  
 KR1560* NAVD 88     -      1404.3    (meters)    4607.     (feet)  VERTCON   
 KR1560  ___________________________________________________________________
 KR1560  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 KR1560  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 KR1560
 KR1560  HORZ ORDER  -  SECOND
 KR1560
 KR1560.The horizontal coordinates were established by classical geodetic methods
 KR1560.and adjusted by the National Geodetic Survey in June 1998..
 KR1560
 KR1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1560
 KR1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1560
 KR1560.The geoid height was determined by GEOID03.
 KR1560
 KR1560;                    North         East     Units Scale Factor Converg.
 KR1560;SPC NV W     - 4,561,435.918   774,265.905   MT  0.99990815   -0 11 32.7
 KR1560;SPC NV W     -14,965,311.01  2,540,237.39   sFT  0.99990815   -0 11 32.7
 KR1560;UTM  11      - 4,408,241.518   338,739.425   MT  0.99992016   -1 12 23.0
 KR1560
 KR1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1560!SPC NV W     -   0.99978347  x   0.99990815  =   0.99969164
 KR1560!UTM  11      -   0.99978347  x   0.99992016  =   0.99970365
 KR1560
 KR1560|---------------------------------------------------------------------|
 KR1560| PID    Reference Object                     Distance      Geod. Az  |
 KR1560|                                                           dddmmss.s |
 KR1560| DA8902 CINNA RM 1                            3.642 METERS 03451     |
 KR1560| KR1555 HOT SPRNGS REL STA TEL CO BLDG      APPROX. 5.7 KM 1425444.9 |
 KR1560| DA8903 CINNA RM 2                            3.730 METERS 17934     |
 KR1560|---------------------------------------------------------------------|
 KR1560
 KR1560                          SUPERSEDED SURVEY CONTROL
 KR1560
 KR1560  NAD 83(1986)-  39 48 31.93222(N)    118 53 01.97797(W) AD(       ) 2
 KR1560  NAD 27      -  39 48 32.25260(N)    118 52 58.40450(W) AD(       ) 2
 KR1560  NGVD 29 (07/19/86) 1403.4    (m)         4604.     (f) VERT ANG       
 KR1560
 KR1560.Superseded values are not recommended for survey control.
 KR1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1560.See file dsdata.txt to determine how the superseded data were derived.
 KR1560
 KR1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE3873908242(NAD 83)
 KR1560_MARKER: DS = TRIANGULATION STATION DISK
 KR1560_SETTING: 66 = SET IN ROCK OUTCROP
 KR1560
 KR1560  HISTORY     - Date     Condition        Report By
 KR1560  HISTORY     - 1958     MONUMENTED       CGS
 KR1560
 KR1560                          STATION DESCRIPTION
 KR1560
 KR1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1560'THE STATION IS 36 MILES AIRLINE SOUTHWEST OF LOVELOCK, 7-1/2
 KR1560'MILES EAST-NORTHEAST OF BRADY HOT SPRINGS, 1 MILE NORTH OF THE
 KR1560'DESERT QUEEN MINE AND ON THE SUMMIT OF A SHARP CONE SHAPED LAVA
 KR1560'BUTTE NEAR THE NORTHEAST END OF THE DESERT RANGE.  IT IS KNOWN
 KR1560'LOCALLY AS CINNABAR HILL.
 KR1560'
 KR1560'TO REACH FROM BRADY HOT SPRINGS, GO NORTHEAST ON U.S. HIGHWAYS 40
 KR1560'AND 95 FOR 6.2 MILES TO WHERE THE TELEPHONE LINES CROSS THE
 KR1560'HIGHWAY FROM RIGHT TO LEFT AND A DIRT SIDE ROAD LEADING TO
 KR1560'THE DESERT QUEEN AND MANITOU MINES.  STATION QUEEN IS ON THE
 KR1560'SOUTHEAST SIDE OF THE HIGHWAY, 30 FEET NORTH OF MINE ROAD.
 KR1560'TURN RIGHT, SOUTHEAST, AND FOLLOW THE MAIN TRAVELLED ROAD
 KR1560'SOUTHEAST AND EAST FOR 4.3 MILES TO A Y INTERSECTION AT THE
 KR1560'CREST OF A SMALL SADDLE.  THE STATION IS VISIBLE TO THE
 KR1560'EAST-SOUTHEAST ABOUT 1/2 MILE DISTANT.  KEEP THE LEFT FORK
 KR1560'FOR 0.05 MILE TO A T INTERSECTION AT BASE OF HILL, TURN
 KR1560'LEFT, NORTHEAST, AND FOLLOW BLADED ROAD FOR 0.15 MILE TO OLD
 KR1560'TAILINGS PILE AND END OF ROAD.  TURN RIGHT AROUND LOWER SIDE
 KR1560'OF TAILINGS PILE, THEN UP A SIDE HILL TO THE EAST FOR 0.1 MILE
 KR1560'TO SMALL SADDLE, HERE TURN SHARP RIGHT AND GO UP THE
 KR1560'VALLEY TO ITS HEAD AND CREST OF ANOTHER SMALL SADDLE FOR 0.25
 KR1560'MILE.  AT CREST OF SADDLE TURN SHARP LEFT UP THE STEEP
 KR1560'SLOPE FOR 0.15 MILE TO THE TOP AND STATION SITE.  A 4 WHEEL
 KR1560'DRIVE STATION.
 KR1560'
 KR1560'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 KR1560'OUTCROPPING BEDROCK AND STAMPED CINNA 1957.
 KR1560'
 KR1560'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 KR1560'OUTCROPPING BEDROCK AND STAMPED CINNA NO 1 1957.  IT IS 1 FOOT
 KR1560'LOWER THAN THE STATION MARK.
 KR1560'
 KR1560'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 KR1560'OUTCROPPING BEDROCK AND STAMPED CINNA NO 2 1957.  IT IS 1-1/2
 KR1560'FEET LOWER THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5109 ***********************************************************************
 AI5109  DESIGNATION -  CITADEL
 AI5109  PID         -  AI5109
 AI5109  STATE/COUNTY-  NV/CLARK
 AI5109  USGS QUAD   -  CHARLESTON PEAK (1984)
 AI5109
 AI5109                         *CURRENT SURVEY CONTROL
 AI5109  ___________________________________________________________________
 AI5109* NAD 83(1999)-  36 15 40.68384(N)    115 38 48.10373(W)     ADJUSTED  
 AI5109* NAVD 88     -      2358.6    (meters)    7738.     (feet)  GPS OBS   
 AI5109  ___________________________________________________________________
 AI5109  EPOCH DATE  -        1999.37
 AI5109  X           -  -2,229,365.487 (meters)                     COMP
 AI5109  Y           -  -4,643,329.429 (meters)                     COMP
 AI5109  Z           -   3,752,989.696 (meters)                     COMP
 AI5109  LAPLACE CORR-          -7.41  (seconds)                    DEFLEC99
 AI5109  ELLIP HEIGHT-        2333.26  (meters)          (05/16/00) GPS OBS
 AI5109  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AI5109
 AI5109  HORZ ORDER  -  A
 AI5109  ELLP ORDER  -  FOURTH    CLASS I
 AI5109
 AI5109.The horizontal coordinates were established by GPS observations
 AI5109.and adjusted by the National Geodetic Survey in May 2000..
 AI5109.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI5109.DATUM ITEM on the data sheet items page.
 AI5109.The horizontal coordinates are valid at the epoch date displayed above.
 AI5109.The epoch date for horizontal control is a decimal equivalence
 AI5109.of Year/Month/Day.
 AI5109
 AI5109.The orthometric height was determined by GPS observations and a
 AI5109.high-resolution geoid model.
 AI5109
 AI5109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5109
 AI5109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5109
 AI5109.The ellipsoidal height was determined by GPS observations
 AI5109.and is referenced to NAD 83.
 AI5109
 AI5109.The geoid height was determined by GEOID03.
 AI5109
 AI5109;                    North         East     Units Scale Factor Converg.
 AI5109;SPC NV E     - 8,167,663.774   194,306.510   MT  0.99990040   -0 02 14.9
 AI5109;SPC NV E     -26,796,743.57    637,487.27   sFT  0.99990040   -0 02 14.9
 AI5109;UTM  11      - 4,013,780.468   621,569.908   MT  0.99978210   +0 48 01.9
 AI5109
 AI5109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5109!SPC NV E     -   0.99963394  x   0.99990040  =   0.99953438
 AI5109!UTM  11      -   0.99963394  x   0.99978210  =   0.99941612
 AI5109
 AI5109                          SUPERSEDED SURVEY CONTROL
 AI5109
 AI5109.No superseded survey control is available for this station.
 AI5109
 AI5109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA2157013780(NAD 83)
 AI5109_MARKER: DD = SURVEY DISK
 AI5109_SETTING: 66 = SET IN ROCK OUTCROP
 AI5109_STAMPING: LVVD CONTROL CITADEL 1997
 AI5109_MARK LOGO: LVDPW 
 AI5109_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5109+STABILITY: POSITION/ELEVATION WELL
 AI5109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5109+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5109
 AI5109  HISTORY     - Date     Condition        Report By
 AI5109  HISTORY     - 1999     MONUMENTED       LVDPW
 AI5109
 AI5109                          STATION DESCRIPTION
 AI5109
 AI5109'DESCRIBED BY LAS VEGAS DEPARTMENT OF PUBLIC WORKS 1999
 AI5109'THE STATION IS LOCATED IN KYLE CANYON AND IS APPROXIMATELY 1000 FEET
 AI5109'(304.8 M) NORTHWESTERLY OF MOUNT CHARLSTON COMMUNITY AND 32 MILES
 AI5109'(51.5 KM) BY AIRPLANE NORTHWEST OF DOWNTOWN LAS VEGAS.  TO REACH THE
 AI5109'STATION FROM THE INTESECTION OF U.S.  95 AND ANN ROAD IN LAS VEGAS
 AI5109'PROCEED NORTHWEST ON U.S.  95 FOR 5.4 MILES (8.7 KM) TO STATE ROUTE
 AI5109'157, TURN LEFT HEADING SOUTHWEST ON SR 157 FOR 19.8 MILES (31.9 KM) TO
 AI5109'A GRADED DIRT ROAD ON RIGHT JUST BEFORE REACHING A FIRE STATION, TURN
 AI5109'RIGHT HEADING NORTHERLY ON GRADED DIRT ROAD FOR 0.1 MILES (0.2 KM) TO
 AI5109'A GATE WITH A PICTURE OF A RAM ON IT.  PROCEED ON FOOT ALONG DIRT ROAD
 AI5109'FROM GATE FOR ABOUT 800 FEET (243.8 M) UNTIL THE ROAD TURNS EASTERLY
 AI5109'AND CROSSES A RAVINE, WITH A NEARBY SIGN MARKED BOUNDARY LINE.  FOLLOW
 AI5109'THE FOOT TRAIL UP THE RAVINE FOR 300 FEET (91.4 M) THEN TURN WEST,
 AI5109'UPHILL TO TOP OF RIDGE APROXIMATELY 200 FEET, (61.0 M) THEN TURN LEFT
 AI5109'SOUTHERLY AND FOLLOW TOP OF RIDGE ABOUT 150 FEET (45.7 M) TO STATION
 AI5109'SET IN NATURAL ROCK OUTCROPPING. REFERENCE MONUMENT RM 1 BEING A 3
 AI5109'INCH ALUMINUM CAP SET IN A DRILL HOLE WITH EPOXY IN NATURAL ROCK
 AI5109'OUTCROPPING IS 11.74 FEET (3.58 M) WEST OF STATION AND STAMPED LVVWD
 AI5109'CONTROL CITADEL RM 1 1997. REFERENCE MONUMENT RM 2 BEING A 3 INCH
 AI5109'ALUMINUM CAP SET IN A DRILL HOLE WITH EPOXY IN NATURAL ROCK OUTCROPING
 AI5109'IS 11.6 FEET (3.5 M) NORTHEASTERLY OF STATION, STAMPED LVVWD CONTROL
 AI5109'CITADEL RM 2 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1296 ***********************************************************************
 JR1296  DESIGNATION -  CLAIM
 JR1296  PID         -  JR1296
 JR1296  STATE/COUNTY-  NV/LYON
 JR1296  USGS QUAD   -  YERINGTON NE (1986)
 JR1296
 JR1296                         *CURRENT SURVEY CONTROL
 JR1296  ___________________________________________________________________
 JR1296* NAD 83(1994)-  38 57 47.03578(N)    119 01 10.61784(W)     ADJUSTED  
 JR1296* NAVD 88     -      1750.0    (meters)    5741.     (feet)  VERTCON   
 JR1296  ___________________________________________________________________
 JR1296  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 JR1296  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 JR1296
 JR1296  HORZ ORDER  -  THIRD
 JR1296
 JR1296.The horizontal coordinates were established by classical geodetic methods
 JR1296.and adjusted by the National Geodetic Survey in June 1998..
 JR1296
 JR1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1296
 JR1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1296
 JR1296.The geoid height was determined by GEOID03.
 JR1296
 JR1296;                    North         East     Units Scale Factor Converg.
 JR1296;SPC NV W     - 4,467,589.132   762,190.459   MT  0.99991760   -0 16 27.6
 JR1296;SPC NV W     -14,657,415.34  2,500,619.86   sFT  0.99991760   -0 16 27.6
 JR1296;UTM  11      - 4,314,617.624   325,019.357   MT  0.99997703   -1 16 13.1
 JR1296
 JR1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1296!SPC NV W     -   0.99972939  x   0.99991760  =   0.99964701
 JR1296!UTM  11      -   0.99972939  x   0.99997703  =   0.99970643
 JR1296
 JR1296|---------------------------------------------------------------------|
 JR1296| PID    Reference Object                     Distance      Geod. Az  |
 JR1296|                                                           dddmmss.s |
 JR1296| CS8831 CLAIM RM 1                           12.192 METERS 16242     |
 JR1296| CS8832 CLAIM RM 2                            8.022 METERS 23333     |
 JR1296|---------------------------------------------------------------------|
 JR1296
 JR1296                          SUPERSEDED SURVEY CONTROL
 JR1296
 JR1296  NAD 83(1992)-  38 57 47.03953(N)    119 01 10.59905(W) AD(       ) 3
 JR1296  NGVD 29 (03/15/94) 1748.9    (m)         5738.     (f) VERT ANG       
 JR1296
 JR1296.Superseded values are not recommended for survey control.
 JR1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1296.See file dsdata.txt to determine how the superseded data were derived.
 JR1296
 JR1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD2501914618(NAD 83)
 JR1296_MARKER: DS = TRIANGULATION STATION DISK
 JR1296_SETTING: 66 = SET IN ROCK OUTCROP
 JR1296_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JR1296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR1296+STABILITY: POSITION/ELEVATION WELL
 JR1296
 JR1296  HISTORY     - Date     Condition        Report By
 JR1296  HISTORY     - 1955     MONUMENTED       USGS
 JR1296  HISTORY     - 1963     GOOD             USGS
 JR1296
 JR1296                          STATION DESCRIPTION
 JR1296
 JR1296'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JR1296'LOCATED ABOUT 11 MI WNW. OF SCHURZ, 8 MI ESE. OF YERINGTON.  ON
 JR1296'NORTH ONE OF TWO PROMINENT TOPS.
 JR1296'
 JR1296'TO REACH FROM INTERSECTION OF U.S. HWY. 95A AND STATE HWY. 3 IN
 JR1296'YERINGTON, DRIVE 3 MI S. ON STATE HWY. 3 TO X-RDS.  TURN E. ON
 JR1296'MAIN-TRAVELED RD. 4 MI TO Y-RD. FORKS.  TAKE LEFT FORK 3.9 MI TO
 JR1296'DIM TRACK RD. LEFT.  TURN LEFT 0.4 MI N. ON DIM TRACK RD. UP DRAIN
 JR1296'TO DRAIN FORKS.  CONTINUE UP LEFT MAIN DRAIN 0.3 MI TO LOW SADDLE.
 JR1296'THEN RIGHT 0.2 MI E. UP RIDGE TO END OF RD.  PACK E. UP RIDGE TO
 JR1296'HIGHEST POINT.  A 20-MINUTE PACK.
 JR1296'
 JR1296'STATION MARK--STANDARD TABLET STAMPED---CLAIM 1955---, CEMENTED IN
 JR1296'DRILL HOLE IN GRANITE OUTCROP.
 JR1296'
 JR1296'RM 1--STANDARD RM TABLET STAMPED---NO 1 1955---, CEMENTED IN DRILL
 JR1296'HOLE IN GRANITE BOULDER.
 JR1296'
 JR1296'RM 2--COPPER NAIL AND WASHER IN DRILL HOLE IN GRANITE BOULDER.
 JR1296
 JR1296                          STATION RECOVERY (1963)
 JR1296
 JR1296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JR1296'RECOVERED AS DESCRIBED BY USGS.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0488 ***********************************************************************
 KQ0488  DESIGNATION -  CLAN
 KQ0488  PID         -  KQ0488
 KQ0488  STATE/COUNTY-  NV/CHURCHILL
 KQ0488  USGS QUAD   -  BERNICE CANYON (1990)
 KQ0488
 KQ0488                         *CURRENT SURVEY CONTROL
 KQ0488  ___________________________________________________________________
 KQ0488* NAD 83(1994)-  39 46 24.33099(N)    117 45 26.53026(W)     ADJUSTED  
 KQ0488* NAVD 88     -      1989.3    (meters)    6527.     (feet)  VERTCON   
 KQ0488  ___________________________________________________________________
 KQ0488  LAPLACE CORR-           9.84  (seconds)                    DEFLEC99
 KQ0488  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 KQ0488
 KQ0488  HORZ ORDER  -  FIRST
 KQ0488
 KQ0488.The horizontal coordinates were established by classical geodetic methods
 KQ0488.and adjusted by the National Geodetic Survey in June 1998..
 KQ0488
 KQ0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0488
 KQ0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0488
 KQ0488.The geoid height was determined by GEOID03.
 KQ0488
 KQ0488;                    North         East     Units Scale Factor Converg.
 KQ0488;SPC NV W     - 4,557,784.099   870,758.173   MT  0.99996162   +0 31 42.4
 KQ0488;SPC NV W     -14,953,330.00  2,856,812.44   sFT  0.99996162   +0 31 42.4
 KQ0488;UTM  11      - 4,402,884.401   435,137.654   MT  0.99965179   -0 29 04.4
 KQ0488
 KQ0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0488!SPC NV W     -   0.99969154  x   0.99996162  =   0.99965317
 KQ0488!UTM  11      -   0.99969154  x   0.99965179  =   0.99934344
 KQ0488
 KQ0488:                Primary Azimuth Mark                     Grid Az
 KQ0488:SPC NV W     -  CLAN AZ MK                               000 46 40.1
 KQ0488:UTM  11      -  CLAN AZ MK                               001 47 26.9
 KQ0488
 KQ0488|---------------------------------------------------------------------|
 KQ0488| PID    Reference Object                     Distance      Geod. Az  |
 KQ0488|                                                           dddmmss.s |
 KQ0488| DA8906 CLAN AZ MK                                         0011822.5 |
 KQ0488| DA8907 CLAN RM 1                             7.487 METERS 12047     |
 KQ0488| DA8908 CLAN RM 2                             6.990 METERS 22112     |
 KQ0488|---------------------------------------------------------------------|
 KQ0488
 KQ0488                          SUPERSEDED SURVEY CONTROL
 KQ0488
 KQ0488  NAD 83(1986)-  39 46 24.33586(N)    117 45 26.52161(W) AD(       ) 1
 KQ0488  NAD 27      -  39 46 24.63090(N)    117 45 23.08570(W) AD(       ) 1
 KQ0488  NGVD 29 (02/26/99) 1988.2    (m)         6523.     (f) VERT ANG       
 KQ0488
 KQ0488.Superseded values are not recommended for survey control.
 KQ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0488.See file dsdata.txt to determine how the superseded data were derived.
 KQ0488
 KQ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME3513802884(NAD 83)
 KQ0488_MARKER: DS = TRIANGULATION STATION DISK
 KQ0488_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0488+STABILITY: POSITION/ELEVATION WELL
 KQ0488
 KQ0488  HISTORY     - Date     Condition        Report By
 KQ0488  HISTORY     - 1958     MONUMENTED       CGS
 KQ0488  HISTORY     - 1965     GOOD             USGS
 KQ0488  HISTORY     - 1966     GOOD             CGS
 KQ0488
 KQ0488                          STATION DESCRIPTION
 KQ0488
 KQ0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KQ0488'THE STATION IS LOCATED AIRLINE ABOUT 48 MILES SOUTHEAST OF
 KQ0488'LOVELOCK, 44 MILES NORTHEAST OF FRENCHMAN STATION, 33 MILES
 KQ0488'NORTH OF EASTGATE, AND 58 MILES EAST-NORTHEAST OF FALLON
 KQ0488'ON A FAIRLY HIGH CONICAL HILL, TIMBERED ON ITS NORTH SIDE,
 KQ0488'LYING JUST WEST OF THE MAIN CREST OF THE CLAN ALPINE MOUNTAINS
 KQ0488'NEAR THE NORTHWEST END OF THE RANGE.
 KQ0488'
 KQ0488'TO REACH THE STATION FROM FRENCHMAN STATION, ON U.S. HIGHWAY
 KQ0488'50, GO EAST ON THE HIGHWAY FOR 4.8 MILES TO A GRADED SIDE ROAD
 KQ0488'ON THE LEFT AND A SIGN DIXIE VALLEY, WONDER.  TURN LEFT AND
 KQ0488'GO NORTH 18.3 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 KQ0488'NORTH-NORTHWEST 9.6 MILES TO A SIDE ROAD ON THE RIGHT AND A
 KQ0488'SIGN DIXIE VALLEY.  TURN RIGHT AND GO EAST 3.2 MILES TO A
 KQ0488'FORK.  TURN LEFT AND GO NORTH THROUGH DIXIE VALLEY SETTLEMENT
 KQ0488'1.5 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 KQ0488'EAST 0.9 MILE PAST A FORMER SCHOOLHOUSE TO A CROSSROAD AND
 KQ0488'CONTINUE STRAIGHT AHEAD EAST 1.0 MILE TO A T INTERSECTION.
 KQ0488'TURN RIGHT AND GO SOUTH 0.1 MILE TO A FORK ON THE LEFT.
 KQ0488'TURN LEFT AND GO EAST 2.3 MILES TO A CROSSROAD.  TURN LEFT
 KQ0488'AND GO NORTHERLY ON THE MAIN ROAD UP THE EAST SIDE OF THE
 KQ0488'VALLEY 2.2 MILES TO A FORK.  TAKE THE LEFT FORK AND
 KQ0488'CONTINUE NORTHERLY 3.6 MILES TO A FORK.  FOLLOW THE LEFT FORK
 KQ0488'AND CONTINUE 2.0 MILES TO A SIDE ROAD ON THE RIGHT AND A
 KQ0488'WINDMILL.  CONTINUE NORTH AND EAST 2.8 MILES TO A FORK ON
 KQ0488'THE RIGHT.  TURN RIGHT UP A WASH, THEN ON A RIDGE, AND GO
 KQ0488'EASTERLY 4.0 MILES TO A FORK AND SIDE ROAD TO THE LEFT AT A
 KQ0488'WHITE-PAINTED CAIRN.  TURN LEFT AND GO NORTH AND NORTHEAST
 KQ0488'ALONG THE BASE OF THE HILLS AND ACROSS WASHES 1.6 MILES
 KQ0488'TO A WASH.  TURN RIGHT AND GO EAST UP THE WASH, THEN ON
 KQ0488'THE RIDGE 1.0 MILE TO A FORK ON THE RIGHT.  CONTINUE ON
 KQ0488'THE LEFT FORK AND GO IN AND OUT OF THE WASH 1.0 MILE TO A
 KQ0488'SWITCHBACK TO THE RIGHT.  DRIVE 0.7 MILE UP THE MOUNTAIN
 KQ0488'BY SEVEN SWITCHBACKS TO AN OLD MINE SHAFT.  A 4-WHEEL
 KQ0488'DRIVE IS NEEDED AND THE TURNS ARE SHARP.  LEAVE TRUCK AT
 KQ0488'THE MINE AND PACK AROUND THE RIGHT SIDE OF THE HILL,
 KQ0488'CLIMBING GRADUALLY TO A LARGE OUTCROP STICKING OUT OF THE
 KQ0488'TREES ON THE PEAK TO THE EAST.  THE AZIMUTH MARK IS IN THIS
 KQ0488'ROCK.  CONTINUE SOUTHEAST DOWN ACROSS A SMALL SADDLE, THEN
 KQ0488'SOUTH UP THROUGH TREES TO THE HIGHEST POINT AND THE STATION.
 KQ0488'CLIMBING TIME--1 HOUR.
 KQ0488'
 KQ0488'THE STATION MARK IS A STANDARD DISK STAMPED CLAN 1958 CEMENTED
 KQ0488'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND
 KQ0488'WITH 6 SQUARE INCHES EXPOSED.
 KQ0488'
 KQ0488'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CLAN
 KQ0488'NO 1 1958 CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 KQ0488'GROUND.  IT IS ABOUT 15 FEET NORTHWEST OF A JUNIPER BUSH AND AT
 KQ0488'ABOUT THE SAME ELEVATION AS THE STATION.
 KQ0488'
 KQ0488'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CLAN NO
 KQ0488'2 1958 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WITH AN
 KQ0488'AREA 2 BY 2 FEET EXPOSED AND PROJECTING 6 INCHES ABOVE GROUND
 KQ0488'ON ITS SOUTH SIDE.  IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 KQ0488'
 KQ0488'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLAN 1958 CEMENTED
 KQ0488'IN A DRILL HOLE IN OUTCROPPING BEDROCK LEDGE ABOUT 20 FEET
 KQ0488'LONG AND 10 FEET WIDE ON THE VISIBLE SURFACE.  IT PROJECTS 3 FEET
 KQ0488'ABOVE GROUND ON ITS SOUTH SIDE AND IS 4 FEET WEST OF THE
 KQ0488'EAST EDGE OF A CLIFF AND 10 FEET SOUTH OF THE EDGE OF A
 KQ0488'20-FOOT CLIFF.
 KQ0488
 KQ0488                          STATION RECOVERY (1965)
 KQ0488
 KQ0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KQ0488'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-4, STATION 1002.
 KQ0488'STATION REACHED BY HELICOPTER. STATION MARK--A STANDARD DISK
 KQ0488'STAMPED---CLAN 1958--- CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KQ0488'FLUSH WITH THE GROUND WITH 6 SQUARE INCHES EXPOSED.
 KQ0488
 KQ0488                          STATION RECOVERY (1966)
 KQ0488
 KQ0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KQ0488'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KQ0488'WERE RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING IS A
 KQ0488'NEW AND COMPLETE DESCRIPTION.
 KQ0488'
 KQ0488'THE STATION IS LOCATED ABOUT 48 MILES SOUTHEAST OF LOVELOCK,
 KQ0488'44 MILES NORTHEAST OF FRENCHMAN STATION, 33 MILES NORTH OF EASTGATE,
 KQ0488'58 MILES EAST-NORTHEAST OF FALLON ON A FAIRLY HIGH HILL,
 KQ0488'TIMBERED ON ITS NORTH SIDE, LYING JUST WEST OF THE MAIN CREST OF
 KQ0488'THE CLAN ALPINE MOUNTAINS NEAR THE NORTHWEST END OF THE RANGE.
 KQ0488'
 KQ0488'TO REACH THE STATION FROM FRENCHMAN STATION, ABOUT 35 MILES
 KQ0488'EAST OF FALLON, GO EAST ON U.S. HIGHWAY 50 FOR 5.75 MILES TO A
 KQ0488'SIDE ROAD LEFT AND SIGN DIXIE VALLEY.  TURN LEFT AND GO NORTHERLY
 KQ0488'ON GRAVELED ROAD FOR 14.8 MILES TO A CATTLE GUARD, CONTINUE 3.0
 KQ0488'MILES TO A THREE WAY FORK AND METAL BOX ON THE LEFT.  CONTINUE
 KQ0488'LEFT ON MAIN ROAD FOR 9.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 KQ0488'AND GO EASTERLY FOR 3.3 MILES TO A CROSSROAD.  TURN LEFT AND
 KQ0488'GO NORTH FOR 1.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 KQ0488'AND GO EAST 1.0 MILE TO A CROSSROAD.  CONTINUE EAST FOR 1.0
 KQ0488'MILE TO A T-ROAD.  TURN RIGHT SOUTH FOR 0.15 MILE TO A
 KQ0488'FORK, TAKE THE LEFT FORK FOR 2.2 MILES TO A FORK.  TAKE THE
 KQ0488'LEFT FORK AND GO FOR 1.45 MILES TO A REVERSE FORK, CONTINUE
 KQ0488'NORTHERLY FOR 0.9 MILES TO A REVERSE FORK, CONTINUE NORTH FOR
 KQ0488'1.4 MILES TO A TRACK ROAD LEFT, CONTINUE NORTH FOR 4.1 MILES TO A
 KQ0488'WINDMILL (ABOUT 0.3 MILES WEST OF ROAD), CONTINUE NORTH ON
 KQ0488'MAIN ROAD FOR 0.35 MILE TO A FORK.  TAKE THE LEFT FORK AND
 KQ0488'CONTINUE NORTHERLY FOR 0.05 MILE TO A FORK.  TAKE THE RIGHT
 KQ0488'FORK AND CONTINUE NORTHERLY FOR 4.8 MILES TO A FORK.
 KQ0488'TAKE THE LEFT FORK AND GO FOR 2.7 MILES TO A FORK, TAKE THE
 KQ0488'LEFT FORK AND FOLLOW BLADED ROAD IN AND OUT OF WASH FOR
 KQ0488'0.85 MILES, HERE TURN SHARP RIGHT AND GO UPHILL ON
 KQ0488'SWITCH BACK ROAD FOR 0.55 MILE TO A OLD MINE SHAFT AND THE
 KQ0488'END OF TRUCK TRAVEL.  FROM HERE PACK AROUND THE RIGHT SIDE
 KQ0488'OF THE HILL TO A LARGE OUTCROPP IN THE TREES AND AZIMUTH MARK,
 KQ0488'CONTINUE SOUTHEAST ACROSS SMALL SADDLE THEN SOUTH TO THE
 KQ0488'HIGHEST POINT AND STATION.
 KQ0488'
 KQ0488'STATION MARK, A STANDARD DISK, STAMPED CLAN 1958, CEMENTED
 KQ0488'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND WITH 6 INCHES
 KQ0488'EXPOSED.
 KQ0488'
 KQ0488'REFERENCE MARK NUMBER ONE, IS A STANDARD DISK, STAMPED CLAN
 KQ0488'NO 1 1958 CEMENTED IN A DRILL HOLE IN BEDROCK, FLUSH WITH
 KQ0488'THE GROUND.  IT IS 15 FEET NORTHWEST OF A JUMPER BUSH ABOUT
 KQ0488'THE SAME ELEVATION AS THE STATION.
 KQ0488'
 KQ0488'REFERENCE MARK NUMBER TWO, IS A STANDARD DISK STAMPED CLAN NO 2
 KQ0488'1958 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WITH AN
 KQ0488'AREA 2 BY 2 FEET EXPOSED AND PROJECTING 6 INCHES ABOVE GROUND ON
 KQ0488'ITS SOUTH SIDE.  IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 KQ0488'
 KQ0488'AZIMUTH MARK IS A STANDARD DISK, STAMPED CLAN 1958 CEMENTED
 KQ0488'IN A DRILL HOLE IN OUTCROPPING BEDROCK LEDGE ABOUT 20 FEET
 KQ0488'LONG AND 10 FEET WIDE ON THE VISIBLE SURFACE.  IT PROJECTS
 KQ0488'3 FEET ABOVE GROUND ON ITS SOUTH SIDE AND IS 4 FEET WEST OF
 KQ0488'THE EAST EDGE OF A CLIFF AND 10 FEET SOUTH OF THE EDG EDGE
 KQ0488'OF A 20-FOOT CLIFF.
 KQ0488'
 KQ0488'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--33 MILES
 KQ0488'NORTH OF EASTGATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1595 ***********************************************************************
 KR1595  DESIGNATION -  CLARK
 KR1595  PID         -  KR1595
 KR1595  STATE/COUNTY-  NV/STOREY
 KR1595  USGS QUAD   -  DERBY DAM (1985)
 KR1595
 KR1595                         *CURRENT SURVEY CONTROL
 KR1595  ___________________________________________________________________
 KR1595* NAD 83(1994)-  39 34 22.82171(N)    119 26 28.46667(W)     ADJUSTED  
 KR1595* NAVD 88     -      1753.     (meters)    5751.     (feet)  VERTCON   
 KR1595  ___________________________________________________________________
 KR1595  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 KR1595  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 KR1595
 KR1595  HORZ ORDER  -  THIRD
 KR1595
 KR1595.The horizontal coordinates were established by classical geodetic methods
 KR1595.and adjusted by the National Geodetic Survey in June 1998..
 KR1595
 KR1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1595
 KR1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1595
 KR1595.The geoid height was determined by GEOID03.
 KR1595
 KR1595;                    North         East     Units Scale Factor Converg.
 KR1595;SPC NV W     - 4,535,559.365   726,292.555   MT  0.99996687   -0 32 47.6
 KR1595;SPC NV W     -14,880,414.35  2,382,844.82   sFT  0.99996687   -0 32 47.6
 KR1595;UTM  11      - 4,383,213.614   290,312.203   MT  1.00014137   -1 33 20.8
 KR1595
 KR1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1595!SPC NV W     -   0.99972881  x   0.99996687  =   0.99969569
 KR1595!UTM  11      -   0.99972881  x   1.00014137  =   0.99987014
 KR1595
 KR1595                          SUPERSEDED SURVEY CONTROL
 KR1595
 KR1595  NAD 83(1992)-  39 34 22.82804(N)    119 26 28.45887(W) AD(       ) 3
 KR1595  NAD 83(1986)-  39 34 22.82900(N)    119 26 28.44868(W) AD(       ) 3
 KR1595  NAD 27      -  39 34 23.14400(N)    119 26 24.81190(W) AD(       ) 3
 KR1595  NGVD 29 (07/19/86) 1752.     (m)         5748.     (f) VERT ANG       
 KR1595
 KR1595.Superseded values are not recommended for survey control.
 KR1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1595.See file dsdata.txt to determine how the superseded data were derived.
 KR1595
 KR1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD9031283214(NAD 83)
 KR1595
 KR1595  HISTORY     - Date     Condition        Report By
 KR1595  HISTORY     - 1958     MONUMENTED       CGS
 KR1595
 KR1595                          STATION DESCRIPTION
 KR1595
 KR1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 KR1595'A TRIANGULATION STATION OF THE DEPARTMENT OF HIGHWAYS, STATE
 KR1595'OF NEVADA, PROBABLY MARKED BY A BOLT DRIVEN INTO OUTCROPING
 KR1595'ROCK OVER WHICH WAS MOUNTED A POLE TARGET.  THE STATION IS
 KR1595'ABOUT 9 MILES SOUTHWEST FROM WADSWORTH, ABOUT 1 MILE SOUTH
 KR1595'AND 1800 FEET ABOVE U.S. HIGHWAY 40.  THE STATION THISBEE IS
 KR1595'ON THE SAME RIDGE, BUT WITH A SADDLE BETWEEN, DISTANT 1,684.0
 KR1595'METERS, AND EAST OF THE INTERSECTED TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1855 ***********************************************************************
 KR1855  DESIGNATION -  CLARK
 KR1855  PID         -  KR1855
 KR1855  STATE/COUNTY-  NV/STOREY
 KR1855  USGS QUAD   -  PATRICK (1980)
 KR1855
 KR1855                         *CURRENT SURVEY CONTROL
 KR1855  ___________________________________________________________________
 KR1855* NAD 83(1994)-  39 30 15.50862(N)    119 33 08.15926(W)     ADJUSTED  
 KR1855* NAVD 88     -      2194.7    (meters)    7200.     (feet)  VERTCON   
 KR1855  ___________________________________________________________________
 KR1855  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 KR1855  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KR1855
 KR1855  HORZ ORDER  -  THIRD
 KR1855
 KR1855.The horizontal coordinates were established by classical geodetic methods
 KR1855.and adjusted by the National Geodetic Survey in June 1998..
 KR1855
 KR1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1855
 KR1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1855
 KR1855.The geoid height was determined by GEOID03.
 KR1855
 KR1855;                    North         East     Units Scale Factor Converg.
 KR1855;SPC NV W     - 4,528,029.548   716,671.461   MT  0.99998546   -0 36 59.1
 KR1855;SPC NV W     -14,855,710.28  2,351,279.62   sFT  0.99998546   -0 36 59.1
 KR1855;UTM  11      - 4,375,852.901   280,558.203   MT  1.00019292   -1 37 27.3
 KR1855
 KR1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1855!SPC NV W     -   0.99965957  x   0.99998546  =   0.99964503
 KR1855!UTM  11      -   0.99965957  x   1.00019292  =   0.99985242
 KR1855
 KR1855|---------------------------------------------------------------------|
 KR1855| PID    Reference Object                     Distance      Geod. Az  |
 KR1855|                                                           dddmmss.s |
 KR1855| CS7083 CLARK RM 2                            2.731 METERS 23948     |
 KR1855| CS7082 CLARK RM 1                            5.224 METERS 29712     |
 KR1855|---------------------------------------------------------------------|
 KR1855
 KR1855                          SUPERSEDED SURVEY CONTROL
 KR1855
 KR1855  NAD 83(1992)-  39 30 15.51470(N)    119 33 08.15392(W) AD(       ) 3
 KR1855  NAD 83(1990)-  39 30 15.51682(N)    119 33 08.14442(W) AD(       ) 3
 KR1855  NGVD 29 (10/14/92) 2193.6    (m)         7197.     (f) VERT ANG       
 KR1855
 KR1855.Superseded values are not recommended for survey control.
 KR1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1855.See file dsdata.txt to determine how the superseded data were derived.
 KR1855
 KR1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8055875853(NAD 83)
 KR1855_MARKER: DS = TRIANGULATION STATION DISK
 KR1855_SETTING: 80 = SET IN A BOULDER
 KR1855_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KR1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1855+STABILITY: SURFACE MOTION
 KR1855
 KR1855  HISTORY     - Date     Condition        Report By
 KR1855  HISTORY     - 1956     MONUMENTED       USGS
 KR1855  HISTORY     - 1967     GOOD             USGS
 KR1855  HISTORY     - 1976     GOOD             USGS
 KR1855
 KR1855                          STATION DESCRIPTION
 KR1855
 KR1855'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KR1855'SEE 1967 RECOVERY FOR DESCRIPTION.
 KR1855'
 KR1855'STATION MARK--STANDARD TABLET STAMPED---CLARK 1956---, CEMENTED IN
 KR1855'DRILL HOLE IN LARGE BOULDER ABOUT 3 FT ABOVE GROUND.
 KR1855'
 KR1855'RM 1--STANDARD RM TABLET STAMPED---CLARK NO 1 1956---.
 KR1855'
 KR1855'RM 2--COPPER NAIL AND WASHER STAMPED---2---.
 KR1855
 KR1855                          STATION RECOVERY (1967)
 KR1855
 KR1855'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1855'RECOVERED AS DESCRIBED BY USGS IN 1956.  ALL MARKS IN GOOD
 KR1855'CONDITION.
 KR1855'
 KR1855'LOCATED ABOUT 10 MI E. OF SPARKS, 7 MI SW. OF CLARK.  ON HIGHEST
 KR1855'HILL IN IMMEDIATE VICINITY ON WEST ONE OF TWO SMALL TOPS.
 KR1855'
 KR1855'TO REACH FROM SPARKS POST OFFICE, DRIVE 6.2 MI E. ON I-HWY. 80 TO
 KR1855'HAPPY VALLEY.  TURN RIGHT ACROSS TRUCKEE RIVER 2.2 MI TO RD. FORK.
 KR1855'TAKE EAST FORK PAST SHEEP CAMP FOLLOWING MAIN RD. 10.5 MI TO RD.
 KR1855'FORK BENEATH DOUBLE POLE TRANSMISSION LINE.  TAKE LEFT FORK N.
 KR1855'ALONG TRANSMISSION LINE RD. 3.1 MI TO HIGHEST SADDLE AT DIVIDE
 KR1855'AND END OF TRUCK TRAVEL.  PACK SE. UP ROCKY RIDGE TO HIGHEST POINT
 KR1855'AND STATION.  A 40-MINUTE PACK.
 KR1855
 KR1855                          STATION RECOVERY (1976)
 KR1855
 KR1855'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KR1855'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 KR1855'OCCUPIED FOR EDVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1991 ***********************************************************************
 GR1991  DESIGNATION -  CLARK
 GR1991  PID         -  GR1991
 GR1991  STATE/COUNTY-  NV/CLARK
 GR1991  USGS QUAD   -  MERCURY NE (1982)
 GR1991
 GR1991                         *CURRENT SURVEY CONTROL
 GR1991  ___________________________________________________________________
 GR1991* NAD 83(1994)-  36 42 51.68658(N)    115 52 17.41560(W)     ADJUSTED  
 GR1991* NAVD 88     -      1488.0    (meters)    4882.     (feet)  VERTCON   
 GR1991  ___________________________________________________________________
 GR1991  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 GR1991  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 GR1991
 GR1991  HORZ ORDER  -  THIRD
 GR1991
 GR1991.The horizontal coordinates were established by classical geodetic methods
 GR1991.and adjusted by the National Geodetic Survey in June 1998..
 GR1991
 GR1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1991
 GR1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1991
 GR1991.The geoid height was determined by GEOID03.
 GR1991
 GR1991;                    North         East     Units Scale Factor Converg.
 GR1991;SPC NV E     - 8,217,970.373   174,256.330   MT  0.99990816   -0 10 20.2
 GR1991;SPC NV E     -26,961,791.13    571,705.98   sFT  0.99990816   -0 10 20.2
 GR1991;UTM  11      - 4,063,779.276   600,785.329   MT  0.99972514   +0 40 28.9
 GR1991
 GR1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1991!SPC NV E     -   0.99977071  x   0.99990816  =   0.99967889
 GR1991!UTM  11      -   0.99977071  x   0.99972514  =   0.99949592
 GR1991
 GR1991|---------------------------------------------------------------------|
 GR1991| PID    Reference Object                     Distance      Geod. Az  |
 GR1991|                                                           dddmmss.s |
 GR1991| CS8890 CLARK RM 1                            8.705 METERS 00917     |
 GR1991| CS8891 CLARK RM 2                            7.184 METERS 08833     |
 GR1991|---------------------------------------------------------------------|
 GR1991
 GR1991                          SUPERSEDED SURVEY CONTROL
 GR1991
 GR1991  NAD 83(1992)-  36 42 51.69527(N)    115 52 17.43046(W) AD(       ) 3
 GR1991  NGVD 29 (02/14/94) 1487.1    (m)         4879.     (f) VERT ANG       
 GR1991
 GR1991.Superseded values are not recommended for survey control.
 GR1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1991.See file dsdata.txt to determine how the superseded data were derived.
 GR1991
 GR1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA0078563779(NAD 83)
 GR1991_MARKER: DS = TRIANGULATION STATION DISK
 GR1991_SETTING: 66 = SET IN ROCK OUTCROP
 GR1991_SP_SET: SET IN BEDROCK
 GR1991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1991+STABILITY: POSITION/ELEVATION WELL
 GR1991
 GR1991  HISTORY     - Date     Condition        Report By
 GR1991  HISTORY     - 1959     MONUMENTED       USGS
 GR1991
 GR1991                          STATION DESCRIPTION
 GR1991
 GR1991'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GR1991'LOCATED ABOUT 10 MI N. OF U.S. HWY. 95, 8 MI NE. OF MERCURY.  ON
 GR1991'NORTHEAST, ROCKY, LIMESTONE RIDGE.
 GR1991'
 GR1991'REACHED BY HELICOPTER.
 GR1991'
 GR1991'STATION MARK--STANDARD TABLET STAMPED---CLARK 1959---, CEMENTED IN
 GR1991'BEDROCK.
 GR1991'
 GR1991'RM 1--STANDARD RM TABLET STAMPED---NO 1 1959---, CEMENTED IN
 GR1991'BEDROCK.
 GR1991'
 GR1991'RM 2--STANDARD RM TABLET STAMPED---NO 2 1959---, CEMENTED IN
 GR1991'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0321 ***********************************************************************
 HP0321  DESIGNATION -  CLAUDE
 HP0321  PID         -  HP0321
 HP0321  STATE/COUNTY-  NV/LINCOLN
 HP0321  USGS QUAD   -  LYMAN CROSSING (1973)
 HP0321
 HP0321                         *CURRENT SURVEY CONTROL
 HP0321  ___________________________________________________________________
 HP0321* NAD 83(1994)-  37 09 33.10407(N)    114 28 37.61880(W)     ADJUSTED  
 HP0321* NAVD 88     -       814.37   (+/-2cm)    2671.8    (feet)  VERTCON   
 HP0321  ___________________________________________________________________
 HP0321  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 HP0321  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 HP0321
 HP0321  HORZ ORDER  -  SECOND
 HP0321  VERT ORDER  -  THIRD ? (See Below)
 HP0321
 HP0321.ITRF positions are available for this station.
 HP0321.The horizontal coordinates were established by classical geodetic methods
 HP0321.and adjusted by the National Geodetic Survey in June 1998..
 HP0321
 HP0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0321.The vertical order pertains to the NGVD 29 superseded value.
 HP0321
 HP0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0321
 HP0321.The geoid height was determined by GEOID03.
 HP0321
 HP0321;                    North         East     Units Scale Factor Converg.
 HP0321;SPC NV E     - 8,267,866.257   298,252.403   MT  1.00001888   +0 40 05.7
 HP0321;SPC NV E     -27,125,491.21    978,516.43   sFT  1.00001888   +0 40 05.7
 HP0321;UTM  11      - 4,115,513.030   724,027.162   MT  1.00021829   +1 31 28.3
 HP0321
 HP0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0321!SPC NV E     -   0.99987621  x   1.00001888  =   0.99989509
 HP0321!UTM  11      -   0.99987621  x   1.00021829  =   1.00009448
 HP0321
 HP0321:                Primary Azimuth Mark                     Grid Az
 HP0321:SPC NV E     -  CLAUDE AZ MK                             069 55 22.5
 HP0321:UTM  11      -  CLAUDE AZ MK                             069 03 59.9
 HP0321
 HP0321|---------------------------------------------------------------------|
 HP0321| PID    Reference Object                     Distance      Geod. Az  |
 HP0321|                                                           dddmmss.s |
 HP0321| DC9954 CLAUDE AZ MK                                       0703528.2 |
 HP0321| DC9955 CLAUDE RM 1                           9.952 METERS 21758     |
 HP0321| DC9956 CLAUDE RM 2                           5.728 METERS 32236     |
 HP0321|---------------------------------------------------------------------|
 HP0321
 HP0321                          SUPERSEDED SURVEY CONTROL
 HP0321
 HP0321  NAD 83(1994)-  37 09 33.10388(N)    114 28 37.61547(W) AD(       ) 2
 HP0321  NAD 83(1992)-  37 09 33.09955(N)    114 28 37.61693(W) AD(       ) 2
 HP0321  NAD 83(1986)-  37 09 33.09783(N)    114 28 37.61636(W) AD(       ) 2
 HP0321  NAD 27      -  37 09 33.20500(N)    114 28 34.65000(W) AD(       ) 2
 HP0321  NGVD 29 (07/19/86)  813.55   (m)         2669.1    (f) LEVELING    3  
 HP0321
 HP0321.Superseded values are not recommended for survey control.
 HP0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0321.See file dsdata.txt to determine how the superseded data were derived.
 HP0321
 HP0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB2402715513(NAD 83)
 HP0321_MARKER: DS = TRIANGULATION STATION DISK
 HP0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0321+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 HP0321
 HP0321  HISTORY     - Date     Condition        Report By
 HP0321  HISTORY     - 1944     MONUMENTED       CGS
 HP0321  HISTORY     - 1963     GOOD             AMS
 HP0321  HISTORY     - 1970     GOOD             USAF
 HP0321  HISTORY     - 20060125 GOOD             SUNENG
 HP0321
 HP0321                          STATION DESCRIPTION
 HP0321
 HP0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0321'STATION IS LOCATED ABOUT 3.4 MILES N ALONG A ROAD LEADING TO
 HP0321'ELGIN FROM CARP, OPPOSITE THE JUNCTION OF A ROAD LEADING RIGHT
 HP0321'INTO THE HILLS, ON THE UNION PACIFIC RAILROAD RIGHT-OF-WAY, 1,292
 HP0321'FEET S ALONG THE TRACK FROM CENTER OF AN UNDERPASS, 84.5 FEET
 HP0321'W OF THE CENTER LINE OF THE TRACK, AND NEAR A WHITE WOODEN
 HP0321'WITNESS POST ON THE RIGHT-OF-WAY FENCE.  A SIGN READING CARP
 HP0321'3-1/2 MILES, CALIENTE 40-1/2 MILES IS AT THE ROAD JUNCTION.
 HP0321'
 HP0321'STATION MARK IS A BRONZE STATION DISK SET IN A 12- BY 12-INCH
 HP0321'CONCRETE POST FLUSH WITH THE GROUND.  IT IS STAMPED CLAUDE 1944.
 HP0321'
 HP0321'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12- BY
 HP0321'12-INCH CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND
 HP0321'AND IS STAMPED CLAUDE NO 1 1944.  IT IS ABOUT 1-1/2 FEET E OF
 HP0321'W RIGHT-OF-WAY FENCE.
 HP0321'
 HP0321'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12- BY
 HP0321'12-INCH CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND
 HP0321'AND IS STAMPED CLAUDE NO 2 1944.  IT IS ABOUT 1-1/2 FEET E OF
 HP0321'W RIGHT-OF-WAY FENCE.
 HP0321'
 HP0321'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A 12- BY 12-INCH
 HP0321'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND AND IS
 HP0321'STAMPED CLAUDE 1944.  TO REACH FROM THE ROAD JUNCTION FOLLOW
 HP0321'THE SIDE ROAD E AND N FOR 0.5 MILE.  IT IS ALONG THE ROAD AS
 HP0321'IT BEARS TO THE N, 15 FEET E OF THE CENTER LINE, AND 4 FEET
 HP0321'WSW OF WHITE WOODEN WITNESS POST.
 HP0321'
 HP0321'TO REACH STATION FROM CARP, GO N ON THE ROAD TO ELGIN FOR 3.4
 HP0321'MILES TO WHERE A ROAD TURNS RIGHT INTO THE HILLS.  AT THIS
 HP0321'POINT CROSS THE FENCE AND CONTINUE ACROSS THE RAILROAD TRACKS
 HP0321'TO THE STATION.
 HP0321
 HP0321                          STATION RECOVERY (1963)
 HP0321
 HP0321'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1963
 HP0321'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.
 HP0321'
 HP0321'HOWEVER, DUE TO RE-ALIGNMENT OF THE MAIN ROAD FROM CARP TO
 HP0321'ELGIN, THE TO REACH DESCRIPTION SHOULD BE CHANGED AS FOLLOWS--
 HP0321'TO REACH THE STATION FROM CARP, GO NORTH ON THE MAIN ROAD TO
 HP0321'ELGIN FOR APPROXIMATELY 3.5 MILES TO INTERSECTION WITH ROAD FROM
 HP0321'WEST.  TURN LEFT, WEST, AND GO ABOUT 0.5 MILE TO RAILROAD
 HP0321'CROSSING AND SITE OF STATION.  LOCATED ABOUT 240 FEET SOUTH OF
 HP0321'THE CROSSING AND ABOUT 84.5 FEET WEST OF THE CENTERLINE OF
 HP0321'THE TRACK.
 HP0321
 HP0321                          STATION RECOVERY (1970)
 HP0321
 HP0321'RECOVERY NOTE BY US AIR FORCE 1970 (TGO)
 HP0321'A STANDARD TRIANGULATION DISC SET IN CONCRETE AND STAMPED CLAUDE
 HP0321'1944 ABOUT 3 MILES N. ALONG THE U.P.R.R. FROM CARP, ABOUT 1/2
 HP0321'MILE W. OF LYMAN CROSSING, ABOUT 70 FEET W. OF THE TRACKS.
 HP0321
 HP0321                          STATION RECOVERY (2006)
 HP0321
 HP0321'RECOVERY NOTE BY SUNRISE ENGINEERING 2006 (BLC)
 HP0321'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES --
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0420 ***********************************************************************
 HQ0420  DESIGNATION -  CLAY
 HQ0420  PID         -  HQ0420
 HQ0420  STATE/COUNTY-  NV/NYE
 HQ0420  USGS QUAD   -  OAK SPRING (1986)
 HQ0420
 HQ0420                         *CURRENT SURVEY CONTROL
 HQ0420  ___________________________________________________________________
 HQ0420* NAD 83(1986)-  37 08 01.     (N)    116 02 07.     (W)     SCALED    
 HQ0420* NAVD 88     -      1288.696  (meters)    4228.00   (feet)  ADJUSTED  
 HQ0420  ___________________________________________________________________
 HQ0420  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 HQ0420  DYNAMIC HT  -        1287.274 (meters)    4223.33  (feet)  COMP
 HQ0420  MODELED GRAV-     979,482.9   (mgal)                       NAVD 88
 HQ0420
 HQ0420  VERT ORDER  -  SECOND    CLASS 0
 HQ0420
 HQ0420.The horizontal coordinates were scaled from a topographic map and have
 HQ0420.an estimated accuracy of +/- 6 seconds.
 HQ0420
 HQ0420.The orthometric height was determined by differential leveling
 HQ0420.and adjusted by the National Geodetic Survey in June 1991..
 HQ0420
 HQ0420.The geoid height was determined by GEOID03.
 HQ0420
 HQ0420.The dynamic height is computed by dividing the NAVD 88
 HQ0420.geopotential number by the normal gravity value computed on the
 HQ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0420.degrees latitude (g = 980.6199 gals.).
 HQ0420
 HQ0420.The modeled gravity was interpolated from observed gravity values.
 HQ0420
 HQ0420;                    North         East    Units  Estimated Accuracy
 HQ0420;SPC NV C     - 6,264,640.      556,100.      MT  (+/- 180 meters Scaled)
 HQ0420
 HQ0420                          SUPERSEDED SURVEY CONTROL
 HQ0420
 HQ0420  NGVD 29 (??/??/92) 1287.743  (m)         4224.87   (f) ADJ UNCH    2 0
 HQ0420
 HQ0420.Superseded values are not recommended for survey control.
 HQ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0420.See file dsdata.txt to determine how the superseded data were derived.
 HQ0420
 HQ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB856101(NAD 83)
 HQ0420_MARKER: DS = TRIANGULATION STATION DISK
 HQ0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0420_STAMPING: CLAY
 HQ0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0420+STABILITY: SURFACE MOTION
 HQ0420
 HQ0420  HISTORY     - Date     Condition        Report By
 HQ0420  HISTORY     - UNK      MONUMENTED       CGS
 HQ0420  HISTORY     - 1952     GOOD             NGS
 HQ0420
 HQ0420                          STATION DESCRIPTION
 HQ0420
 HQ0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0420'13.8 MI N FROM YUCCA PASS.
 HQ0420'13.15 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT
 HQ0420'OF YUCCA PASS, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD,
 HQ0420'THENCE 0.15 MILE NORTH ALONG A ROCKY TRACK ROAD, 303 FEET
 HQ0420'NORTHEAST OF TRIANGULATION STATION MUD, 12 FEET EAST OF THE
 HQ0420'CENTER LINE OF THE TRACK ROAD, SET IN THE TOP OF A CONCRETE
 HQ0420'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0967 ***********************************************************************
 HQ0967  DESIGNATION -  CLAYTON
 HQ0967  PID         -  HQ0967
 HQ0967  STATE/COUNTY-  NV/ESMERALDA
 HQ0967  USGS QUAD   -  GOAT ISLAND (1987)
 HQ0967
 HQ0967                         *CURRENT SURVEY CONTROL
 HQ0967  ___________________________________________________________________
 HQ0967* NAD 83(1994)-  37 45 42.23022(N)    117 33 24.76871(W)     ADJUSTED  
 HQ0967* NAVD 88     -      1443.0    (meters)    4734.     (feet)  VERTCON   
 HQ0967  ___________________________________________________________________
 HQ0967  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 HQ0967  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 HQ0967
 HQ0967  HORZ ORDER  -  SECOND
 HQ0967
 HQ0967.The horizontal coordinates were established by classical geodetic methods
 HQ0967.and adjusted by the National Geodetic Survey in June 1998..
 HQ0967
 HQ0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0967
 HQ0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0967
 HQ0967.The geoid height was determined by GEOID03.
 HQ0967
 HQ0967;                    North         East     Units Scale Factor Converg.
 HQ0967;SPC NV W     - 4,334,655.867   890,438.999   MT  1.00000071   +0 37 43.0
 HQ0967;SPC NV W     -14,221,283.46  2,921,381.95   sFT  1.00000071   +0 37 43.0
 HQ0967;UTM  11      - 4,179,525.049   450,949.444   MT  0.99962963   -0 20 27.7
 HQ0967
 HQ0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0967!SPC NV W     -   0.99977769  x   1.00000071  =   0.99977840
 HQ0967!UTM  11      -   0.99977769  x   0.99962963  =   0.99940741
 HQ0967
 HQ0967:                Primary Azimuth Mark                     Grid Az
 HQ0967:SPC NV W     -  CLAYTON AZ MK                            034 50 06.1
 HQ0967:UTM  11      -  CLAYTON AZ MK                            035 48 16.8
 HQ0967
 HQ0967|---------------------------------------------------------------------|
 HQ0967| PID    Reference Object                     Distance      Geod. Az  |
 HQ0967|                                                           dddmmss.s |
 HQ0967| DA8914 CLAYTON AZ MK                                      0352749.1 |
 HQ0967| DA8915 CLAYTON RM 1                          3.614 METERS 09340     |
 HQ0967| DA8916 CLAYTON RM 2                          8.778 METERS 21107     |
 HQ0967|---------------------------------------------------------------------|
 HQ0967
 HQ0967                          SUPERSEDED SURVEY CONTROL
 HQ0967
 HQ0967  NAD 83(1992)-  37 45 42.23163(N)    117 33 24.75956(W) AD(       ) 2
 HQ0967  NAD 83(1986)-  37 45 42.23435(N)    117 33 24.75934(W) AD(       ) 2
 HQ0967  NAD 27      -  37 45 42.48000(N)    117 33 21.43100(W) AD(       ) 2
 HQ0967  NGVD 29 (07/19/86) 1441.9    (m)         4731.     (f) VERT ANG       
 HQ0967
 HQ0967.Superseded values are not recommended for survey control.
 HQ0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0967.See file dsdata.txt to determine how the superseded data were derived.
 HQ0967
 HQ0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB5094979525(NAD 83)
 HQ0967_MARKER: DS = TRIANGULATION STATION DISK
 HQ0967_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0967
 HQ0967  HISTORY     - Date     Condition        Report By
 HQ0967  HISTORY     - 1950     MONUMENTED       CGS
 HQ0967
 HQ0967                          STATION DESCRIPTION
 HQ0967
 HQ0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0967'THE STATION IS LOCATED ABOUT 18 MILES WEST OF GOLDFISH AND
 HQ0967'ABOUT 5 MILES EAST OF SILVER PEAK.  IT IS ON THE HIGHEST PART
 HQ0967'OF A GROUP OF LOW HILLS THAT ARE ABOUT 0.75 MILES EAST OF THE
 HQ0967'SOUTHWEST END OF A DRY LAKE BED.  THESE HILLS ARE MULTICOLORED.
 HQ0967'
 HQ0967'THE STATION MARK IS SET IN BEDROCK THAT PROJECTS ABOUT 2
 HQ0967'FEET ABOVE THE GROUND LEVEL.  IT IS ON THE HIGHEST POINT OF THE
 HQ0967'HIGHEST PEAK IN THE VICINITY.  THE MARK IS STAMPED CLAYTON 1950.
 HQ0967'
 HQ0967'REFERENCE MARK NO. 1 IS SET IN BEDROCK THAT PROJECTS ABOVE
 HQ0967'THE GROUND LEVEL ABOUT 3 FEET ON THE SOUTH SIDE AND 6 INCHES ON
 HQ0967'THE NORTH SIDE.  THE MARK IS STAMPED CLAYTON 1950 NO 1.
 HQ0967'
 HQ0967'REFERENCE MARK NO. 2 IS SET IN BEDROCK THAT PROJECTS ABOUT
 HQ0967'6 INCHES ABOVE THE GROUND LEVEL.  THE MARK IS STAMPED CLAYTON
 HQ0967'1950 NO 2.
 HQ0967'
 HQ0967'THE AZIMUTH MARK IS SET FLUSH WITH THE GROUND LEVEL.  IT IS
 HQ0967'46 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 4 FEET
 HQ0967'EAST-SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS STAMPED
 HQ0967'CLAYTON 1950.
 HQ0967'
 HQ0967'TO REACH THE STATION FROM THE SILVER PEAK POST OFFICE, GO NORTH
 HQ0967'ON STATE HIGHWAY 47 FOR 2.4 MILES TO A ROAD TO THE RIGHT WHICH
 HQ0967'IS KNOWN AS THE GOLDFIELD CUT-OFF.  TURN RIGHT AND GO EAST
 HQ0967'AND SOUTH 11.05 MILES TO A HOUSE AT A SPRING.  CONTINUE SOUTH
 HQ0967'2.8 MILES TO A BLADED ROAD TO THE RIGHT.  TURN SHARP RIGHT
 HQ0967'AND GO NORTHWEST AND WEST 4.05 MILES TO THE AZIMUTH MARK ON
 HQ0967'THE LEFT.  CONTINUE ON THE ROAD 0.4 MILE TO A POWER LINE.
 HQ0967'CONTINUE ON THE ROAD 0.3 MILE TO TRACKS TO THE LEFT.  TURN LEFT
 HQ0967'AND FOLLOW WASH AND CANYON ABOUT 0.6 MILE TO END OF TRUCK
 HQ0967'TRAVEL.  FROM HERE WALK WESTERLY TO HIGHEST POINT OF HILLS
 HQ0967'AND STATION.  A 15 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0375 ***********************************************************************
 HP0375  DESIGNATION -  CLEAR
 HP0375  PID         -  HP0375
 HP0375  STATE/COUNTY-  NV/LINCOLN
 HP0375  USGS QUAD   -  LOWER PAHRANAGAT LAKE NW (1969)
 HP0375
 HP0375                         *CURRENT SURVEY CONTROL
 HP0375  ___________________________________________________________________
 HP0375* NAD 83(1994)-  37 08 19.04782(N)    115 08 42.76157(W)     ADJUSTED  
 HP0375* NAVD 88     -      1348.9    (meters)    4426.     (feet)  VERTCON   
 HP0375  ___________________________________________________________________
 HP0375  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 HP0375  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 HP0375
 HP0375  HORZ ORDER  -  SECOND
 HP0375
 HP0375.The horizontal coordinates were established by classical geodetic methods
 HP0375.and adjusted by the National Geodetic Survey in June 1998..
 HP0375
 HP0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0375
 HP0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0375
 HP0375.The geoid height was determined by GEOID03.
 HP0375
 HP0375;                    North         East     Units Scale Factor Converg.
 HP0375;SPC NV E     - 8,265,100.378   238,923.253   MT  0.99991866   +0 15 52.3
 HP0375;SPC NV E     -27,116,416.82    783,867.37   sFT  0.99991866   +0 15 52.3
 HP0375;UTM  11      - 4,111,860.808   664,739.573   MT  0.99993433   +1 07 12.3
 HP0375
 HP0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0375!SPC NV E     -   0.99979242  x   0.99991866  =   0.99971110
 HP0375!UTM  11      -   0.99979242  x   0.99993433  =   0.99972676
 HP0375
 HP0375:                Primary Azimuth Mark                     Grid Az
 HP0375:SPC NV E     -  F 304                                    034 50 10.3
 HP0375:UTM  11      -  F 304                                    033 58 50.3
 HP0375
 HP0375|---------------------------------------------------------------------|
 HP0375| PID    Reference Object                     Distance      Geod. Az  |
 HP0375|                                                           dddmmss.s |
 HP0375| HP0190 F 304                                              0350602.6 |
 HP0375| DC9958 CLEAR RM 3                            3.525 METERS 13933     |
 HP0375| DC9957 CLEAR RM 1                            6.951 METERS 17853     |
 HP0375| HP0380 TIKABOO                             APPROX.29.7 KM 3202101.9 |
 HP0375|---------------------------------------------------------------------|
 HP0375
 HP0375                          SUPERSEDED SURVEY CONTROL
 HP0375
 HP0375  NAD 83(1994)-  37 08 19.04561(N)    115 08 42.75878(W) AD(       ) 2
 HP0375  NAD 83(1992)-  37 08 19.04110(N)    115 08 42.75800(W) AD(       ) 2
 HP0375  NAD 83(1986)-  37 08 19.04086(N)    115 08 42.75782(W) AD(       ) 2
 HP0375  NAD 27      -  37 08 19.18200(N)    115 08 39.70400(W) AD(       ) 2
 HP0375  NGVD 29 (07/19/86) 1348.0    (m)         4423.     (f) VERT ANG       
 HP0375
 HP0375.Superseded values are not recommended for survey control.
 HP0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0375.See file dsdata.txt to determine how the superseded data were derived.
 HP0375
 HP0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB6474011861(NAD 83)
 HP0375_MARKER: DS = TRIANGULATION STATION DISK
 HP0375_SETTING: 66 = SET IN ROCK OUTCROP
 HP0375
 HP0375  HISTORY     - Date     Condition        Report By
 HP0375  HISTORY     - 1954     MONUMENTED       CGS
 HP0375  HISTORY     - 1955     GOOD             CGS
 HP0375  HISTORY     - 1969     GOOD             USGS
 HP0375
 HP0375                          STATION DESCRIPTION
 HP0375
 HP0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0375'ABOUT 12 MI. (AIRLINE) AND 17 MI. BY ROAD S-SW OF ALAMO,
 HP0375'NEVADA, ABOUT 7.5 MI. SW OF THE E END OF PAHRANAGAT LAKE
 HP0375'(LOWER), ON THE W SIDE OF THE DIRT ROAD WHICH LEADS S TO
 HP0375'INDIAN SPRINGS AND U.S. HIGHWAY 95, AND ON THE NE END OF A
 HP0375'ROCKY RIDGE ADJACENT TO THE ROAD.
 HP0375'
 HP0375'THE STATION IS A STANDARD TRIANGULATION-STATION MARK DISK,
 HP0375'STAMPED CLEAR 1954 AND SET IN A ROCKY OUTCROPPING WHICH PROJECTS
 HP0375'ABOUT 6 IN. ABOVE THE GROUND.
 HP0375'
 HP0375'THE REFERENCE MARK IS A STANDARD REFERENCE-MARK DISK, STAMPED
 HP0375'R.M. 1 1954 AND SET IN A BOULDER WHICH PROJECTS ABOUT 1 FT.
 HP0375'ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT THE
 HP0375'SAME ELEVATION AS THE STATION.
 HP0375'
 HP0375'TO REACH THE STATION FROM THE CHEVRON SERVICE STATION IN
 HP0375'ALAMO, GO S ALONG U.S. HIGHWAY 93 FOR 12.0 MI. TO THE E END
 HP0375'OF A SMALL CUT.  TURN RIGHT (SW) ON A DIRT ROAD WHICH LEADS
 HP0375'ACROSS THE FLATS AT THE S END OF LOWER PAHRANAGAT LAKE.  FOLLOW
 HP0375'THIS ROAD FOR 7.4 MI. TO WHERE THE ROAD LEAVES THE FLATS
 HP0375'AND GOES THROUGH THE PASS.  THE STATION IS ON THE RIDGE TO
 HP0375'THE RIGHT (NW).
 HP0375
 HP0375                          STATION RECOVERY (1955)
 HP0375
 HP0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 HP0375'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 HP0375'GOOD CONDITION.  THE DIRECTION AND MEASUREMENT TO REFERENCE
 HP0375'MARK 1 DID NOT CHECK THE 1954 DATA.  A REFERENCE MARK 3 WAS
 HP0375'ESTABLISHED, AND BENCH MARK F 304 WAS USED AS AN AZIMUTH MARK.
 HP0375'A COMPLETE DESCRIPTION FOLLOWS--
 HP0375'
 HP0375'THE STATION IS ABOUT 12 MI. S-SW OF ALAMO, 7.5 MI. SW OF THE
 HP0375'E END OF LOWER PAHRANAGAT LAKE, AND 0.5 MI. W OF THE DIRT
 HP0375'ROAD THAT GOES S TO INDIAN SPRINGS.
 HP0375'
 HP0375'TO REACH THE STATION FROM LARRYS CHEVRON SERVICE STATION ON
 HP0375'U.S. HIGHWAY 93 IN ALAMO, GO S ON U.S. HIGHWAY 93 FOR 12.3
 HP0375'MI. TO THE E END OF A CUT AND A SIGN ON THE RIGHT READING
 HP0375'RD C.  HERE TURN SHARP RIGHT ON A CURVING INCLINE OFF THE
 HP0375'HIGHWAY FOR ABOUT 200 FT. TO A WIRE GATE, PASS THROUGH THE
 HP0375'GATE AND CONTINUE ON THE ROAD ACROSS THE DIKE FOR 0.1 MI. TO
 HP0375'THE FORKS.  KEEP THE MAIN TRAVELED RIGHT FORK AND GO 0.9 MI.
 HP0375'TO ANOTHER ROAD FORK NEAR A WIRE GATE AND ONE LONE COTTONWOOD
 HP0375'TREE.  KEEP THE RIGHT FORK UP THE HILL FOR 0.1 MI. TO A WIRE
 HP0375'GATE AND BENCH MARK A 304 LEFT OF THE GATE, CONTINUE ON THE
 HP0375'MAIN ROAD SW FOR 5.1 MI. TO A ROAD FORK WITH AN OLD
 HP0375'ABANDONED ROAD TO THE LEFT AND BENCH MARK F 304 (AZIMUTH
 HP0375'MARK).  CONTINUE ON THE MAIN ROAD FOR 1.4 MI. TO THE MOUTH OF
 HP0375'THE CANYON, TURN RIGHT ACROSS THE WASH FOR ABOUT 0.1 MI. TO
 HP0375'THE FOOT OF THE RIDGE AND THE END OF TRUCK TRAVEL.  PACK
 HP0375'NW UP THE RIDGE, THEN SW ALONG THE RIDGE TO THE STATION.
 HP0375'IT IS A 20 MINUTE PACK.
 HP0375'
 HP0375'THE STATION MARK IS A STANDARD DISK, STAMPED CLEAR 1954.  IT
 HP0375'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 HP0375'
 HP0375'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED R.M. NO 1 1954.
 HP0375'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 HP0375'
 HP0375'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CLEAR 1954 NO 3.
 HP0375'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 HP0375'
 HP0375'BENCH MARK F 304 IS A STANDARD DISK, STAMPED F 304 1941.  IT
 HP0375'IS CEMENTED IN A DRILL HOLE IN A LARGE BROWN BOULDER ABOUT 3
 HP0375'FT. HIGH.  THE MARK IS 105 FT. FROM THE ROAD JUNCTION, AND
 HP0375'48 FT. SE OF THE OLD ROAD.
 HP0375'
 HP0375'OBSERVATIONS TAKEN FROM A 4-FT. STAND.
 HP0375
 HP0375                          STATION RECOVERY (1969)
 HP0375
 HP0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HP0375'ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0983 ***********************************************************************
 LR0983  DESIGNATION -  CLEAR
 LR0983  PID         -  LR0983
 LR0983  STATE/COUNTY-  NV/HUMBOLDT
 LR0983  USGS QUAD   -  ADELAIDE (1983)
 LR0983
 LR0983                         *CURRENT SURVEY CONTROL
 LR0983  ___________________________________________________________________
 LR0983* NAD 83(1994)-  40 45 33.06063(N)    117 35 01.43465(W)     ADJUSTED  
 LR0983* NAVD 88     -      2452.7    (meters)    8047.     (feet)  VERTCON   
 LR0983  ___________________________________________________________________
 LR0983  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 LR0983  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 LR0983
 LR0983  HORZ ORDER  -  THIRD
 LR0983
 LR0983.The horizontal coordinates were established by classical geodetic methods
 LR0983.and adjusted by the National Geodetic Survey in June 1998..
 LR0983
 LR0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0983
 LR0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0983
 LR0983.The geoid height was determined by GEOID03.
 LR0983
 LR0983;                    North         East     Units Scale Factor Converg.
 LR0983;SPC NV W     - 4,667,385.908   884,399.212   MT  0.99998765   +0 39 09.6
 LR0983;SPC NV W     -15,312,915.27  2,901,566.41   sFT  0.99998765   +0 39 09.6
 LR0983;UTM  11      - 4,512,188.575   450,728.885   MT  0.99962988   -0 22 52.0
 LR0983
 LR0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0983!SPC NV W     -   0.99961861  x   0.99998765  =   0.99960627
 LR0983!UTM  11      -   0.99961861  x   0.99962988  =   0.99924863
 LR0983
 LR0983                          SUPERSEDED SURVEY CONTROL
 LR0983
 LR0983  NAD 83(1986)-  40 45 33.06609(N)    117 35 01.42994(W) AD(       ) 3
 LR0983  NGVD 29 (07/11/94) 2451.5    (m)         8043.     (f) VERT ANG       
 LR0983
 LR0983.Superseded values are not recommended for survey control.
 LR0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0983.See file dsdata.txt to determine how the superseded data were derived.
 LR0983
 LR0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF5072912189(NAD 83)
 LR0983_MARKER: DS = TRIANGULATION STATION DISK
 LR0983_SETTING: 0 = UNSPECIFIED SETTING
 LR0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0983
 LR0983  HISTORY     - Date     Condition        Report By
 LR0983  HISTORY     - 1957     MONUMENTED       USGS
 LR0983
 LR0983                          STATION DESCRIPTION
 LR0983
 LR0983'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 LR0983'LOCATED ABOUT 17 MI. SE. OF WINNEMUCCA, 7 MI. SE. OF SONOMA PEAK AND
 LR0983'1.3 MI. E. OF CLEAR CREEK, ON THE W. EDGE OF ONE OF THE POINTS OF A
 LR0983'CLIFF LINE WHERE THE HIGH ROLLING TABLELAND BREAKS OFF INTO CLEAR
 LR0983'CREEK.  STATION IS 20 FT. E. OF W. BREAK OF TOP AND 20 FT. S. OF N.
 LR0983'BREAK OF TOP.
 LR0983'
 LR0983'TO REACH FROM U.S. HIGHWAY 40 AND GOLCONDA, DRIVE S. ON GRADED RD.
 LR0983'13.8 MI. TO RANCH ON RIGHT, CONTINUE S. FOR 0.8 MI. TO Y-FORK, KEEP
 LR0983'RIGHT FORK 5.2 MI. TO T-RD. W., TURN RIGHT AND FOLLOW RD. PAST
 LR0983'TIPPLE AND REMAINS OF CORRAL AT A DRAIN FORK 3.8 MI. TO Y-FORK,
 LR0983'KEEP RIGHT FORK 1.8 MI. TO GRASSY SWALE, TURN RIGHT PICKING UP TRACK
 LR0983'ACROSS LOW RIDGE FOR 1.5 MI. TO STEEP ROCKY SIDEHILL AND END OF
 LR0983'TRAVEL FOR TWO-WHEEL DRIVE.  WITH FOUR-WHEEL DRIVE, CONTINUE ON TRACK
 LR0983'TO TOP OF TABLELAND FOR 2.2 MI., THENCE LEFT (SW.) ABOUT 0.2 MI.
 LR0983'AND END OF RD.  PACK SW. TO TOP OF LOW RIDGE AND STATION.  (IN DRY
 LR0983'WEATHER, IT IS PROBABLY POSSIBLE TO FOLLOW TRACK RD. TO TOP OF RIDGE,
 LR0983'THENCE S. TO STATION.)  A 15 MINUTE PACK.
 LR0983'
 LR0983'STATION MARK--STANDARD ALUMINUM TABLET STAMPED----CLEAR 1957----SET
 LR0983'IN TOP OF LARGE, FLAT BOULDER PROJECTING ABOUT 1 FT. ABOVE GROUND.
 LR0983'
 LR0983'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED----NO 1
 LR0983'1957----SET IN ROCK OUTCROP, 20.35 FT. FROM STATION MARK
 LR0983'14 DEGREES 06 MINUTES.
 LR0983'
 LR0983'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED----NO 2
 LR0983'1957----SET IN TOP OF FLAT BOULDER, 11.30 FT. FROM STATION MARK
 LR0983'270 DEGREES 08 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1617 ***********************************************************************
 KR1617  DESIGNATION -  CLEAVER 2
 KR1617  PID         -  KR1617
 KR1617  STATE/COUNTY-  NV/LYON
 KR1617  USGS QUAD   -  WABUSKA (1993)
 KR1617
 KR1617                         *CURRENT SURVEY CONTROL
 KR1617  ___________________________________________________________________
 KR1617* NAD 83(1994)-  39 13 06.42683(N)    119 08 00.33831(W)     ADJUSTED  
 KR1617* NAVD 88     -      2046.0    (meters)    6713.     (feet)  VERTCON   
 KR1617  ___________________________________________________________________
 KR1617  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 KR1617  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 KR1617
 KR1617  HORZ ORDER  -  SECOND
 KR1617
 KR1617.The horizontal coordinates were established by classical geodetic methods
 KR1617.and adjusted by the National Geodetic Survey in June 1998..
 KR1617
 KR1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1617
 KR1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1617
 KR1617.The geoid height was determined by GEOID03.
 KR1617
 KR1617;                    North         East     Units Scale Factor Converg.
 KR1617;SPC NV W     - 4,495,992.243   752,498.817   MT  0.99992777   -0 20 52.1
 KR1617;SPC NV W     -14,750,601.22  2,468,823.20   sFT  0.99992777   -0 20 52.1
 KR1617;UTM  11      - 4,343,187.479   315,823.567   MT  1.00001768   -1 20 57.5
 KR1617
 KR1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1617!SPC NV W     -   0.99968295  x   0.99992777  =   0.99961074
 KR1617!UTM  11      -   0.99968295  x   1.00001768  =   0.99970062
 KR1617
 KR1617|---------------------------------------------------------------------|
 KR1617| PID    Reference Object                     Distance      Geod. Az  |
 KR1617|                                                           dddmmss.s |
 KR1617| CS8833 CLEAVER 2 RM 1                        6.154 METERS 22711     |
 KR1617| CS8834 CLEAVER 2 RM 2                        8.909 METERS 32738     |
 KR1617|---------------------------------------------------------------------|
 KR1617
 KR1617                          SUPERSEDED SURVEY CONTROL
 KR1617
 KR1617  NAD 83(1992)-  39 13 06.45556(N)    119 08 00.32153(W) AD(       ) 2
 KR1617  NAD 83(1986)-  39 13 06.47047(N)    119 08 00.31610(W) AD(       ) 2
 KR1617  NAD 27      -  39 13 06.75200(N)    119 07 56.74100(W) AD(       ) 2
 KR1617  NGVD 29 (07/19/86) 2045.0    (m)         6709.     (f) VERT ANG       
 KR1617
 KR1617.Superseded values are not recommended for survey control.
 KR1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1617.See file dsdata.txt to determine how the superseded data were derived.
 KR1617
 KR1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD1582443187(NAD 83)
 KR1617_MARKER: DS = TRIANGULATION STATION DISK
 KR1617_SETTING: 66 = SET IN ROCK OUTCROP
 KR1617_SP_SET: SET IN ROCK OUTCROP
 KR1617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1617+STABILITY: POSITION/ELEVATION WELL
 KR1617
 KR1617  HISTORY     - Date     Condition        Report By
 KR1617  HISTORY     - 1950     MONUMENTED       USGS
 KR1617  HISTORY     - 1951     GOOD             CGS
 KR1617  HISTORY     - 1955     GOOD             USGS
 KR1617
 KR1617                          STATION DESCRIPTION
 KR1617
 KR1617'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KR1617'LOCATED ABOUT 8.5 MI SE. OF WEEKS, 6 MI NNE. OF WABUSKA.  ON
 KR1617'PROMINENT PEAK KNOWN LOCALLY AS CLEAVER PEAK.
 KR1617'
 KR1617'SEE 1955 RECOVERY FOR TO REACH.
 KR1617'
 KR1617'STATION MARK--STANDARD TABLET STAMPED---CLEAVER 2 1950---, CEMENTED
 KR1617'IN ROCK OUTCROP.
 KR1617'
 KR1617'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK
 KR1617'OUTCROP.
 KR1617'
 KR1617'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK
 KR1617'OUTCROP.
 KR1617
 KR1617                          STATION RECOVERY (1951)
 KR1617
 KR1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1617'1950 DESCRIPTION BY THE U.S. GEOLOGICAL SURVEY--
 KR1617'
 KR1617'LOCATED ABOUT 8.5 MI. (AIRLINE) SE. OF WEEKS AND 6.0 MI. NNE. OF
 KR1617'WABUSKA, ON A PROMINENT PEAK KNOWN LOCALLY AS CLEAVER PEAK.
 KR1617'
 KR1617'TO REACH FROM WABUSKA P.O., DRIVE N. ON U.S. HIGHWAY 95 (ALT.)
 KR1617'FOR 2.6 MI. TO DIRT RD. TO J.J. RANCH.  TURN RIGHT (E.) FOR
 KR1617'3.3 MI.  TURN LEFT (N.) AND DRIVE ACROSS COUNTRY TO BASE OF
 KR1617'MOUNTAIN.  LEAVE TRUCK AND PACK N. TO TOP OF PEAK AND STATION.
 KR1617'
 KR1617'STATION MARK--STANDARD TABLET, STAMPED CLEAVER 2 1950, CEMENTED
 KR1617'IN ROCK OUTCROP.
 KR1617'
 KR1617'REF. MARK NO. 1--STANDARD R.M. TABLET, STAMPED NO. 1, CEMENTED
 KR1617'IN ROCK OUTCROP, 20.19 FT. FROM STATION MARK IN TRUE AZIMUTH
 KR1617'47 DEG 11 MIN.
 KR1617'
 KR1617'REF. MARK NO. 2--STANDARD R.M. TABLET, STAMPED NO. 2, CEMENTED
 KR1617'IN ROCK OUTCROP, 29.23 FT. FROM STATION MARK IN TRUE AZIMUTH
 KR1617'147 DEG 38 MIN.
 KR1617'
 KR1617'NOTE--A NEVADA GEODETIC SURVEY TABLET, (UNSTAMPED) IS 2.77 FT.
 KR1617'FROM STATION MARK, IN TRUE AZIMUTH 187 DEG 31 MIN.  THIS MARKER
 KR1617'WAS FOUND NEAR THE CENTER OF THE CAIRN BUT WAS CEMENTED IN
 KR1617'LOOSE ROCK AND MAY HAVE BEEN MOVED FROM ORIGINAL POSITION.
 KR1617'
 KR1617'THE STATION WAS VISITED IN 1951.  THE STATION, REFERENCE MARKS,
 KR1617'AND NEV. GEOD. S. MARK WERE FOUND AS DESCRIBED BY THE U.S.
 KR1617'GEOLOGICAL SURVEY IN 1950.  THE STATION WAS NOT OCCUPIED IN
 KR1617'1951, A POLE TARGET CENTERED OVER THE MARK BEING INTERSECTED.
 KR1617'THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE NOT
 KR1617'MEASURED.  THE STATION WAS REACHED IN 1951 AS FOLLOWS--
 KR1617'
 KR1617'FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND ALTERNATE 95 ABOUT
 KR1617'27 MILES WEST OF FALLON, GO SOUTH ON ALTERNATE 95 FOR 15.6
 KR1617'MILES TO A DIM TRACK ROAD LEFT.  TURN LEFT AND FOLLOW THE DIM
 KR1617'TRACK ROAD FOR 0.5 MILE TO A T-INTERSECTION.  DRIVE ACROSS
 KR1617'COUNTRY IN A NORTHEASTERLY DIRECTION TO THE HIGHEST POINT
 KR1617'AT THE NORTH END OF A RIDGE, THENCE EASTERLY ACROSS RIDGES
 KR1617'AND A CANYON, AND THENCE SOUTH ALONG RIDGE TO THE HIGHEST POINT
 KR1617'AND THE STATION.  ABOUT A 5-MILE CROSS-COUNTRY DRIVE WHICH IS
 KR1617'VERY ROCKY AND REQUIRES A FOUR-WHEEL DRIVE VEHICLE.
 KR1617
 KR1617                          STATION RECOVERY (1955)
 KR1617
 KR1617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KR1617'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 KR1617'RECOVERED BY NGS IN 1951.
 KR1617'
 KR1617'TO REACH FROM WABUSKA POST OFFICE, DRIVE 4.2 MI N. ON U.S. HWY.
 KR1617'95A TO T-RD. E.  TURN ON DIRT RD. 1.8 MI TO Y-RD. FORKS.  TAKE
 KR1617'LEFT FORK 3.6 MI TO Y-RD. FORKS IN SADDLE (FROM THIS POINT
 KR1617'STATION IS VISIBLE ON NEXT RIDGE E.).  TAKE LEFT FORK 250 FT, THEN
 KR1617'WORK WAY DOWN SLOPE TO CANYON BOTTOM.  THEN RIGHT UP CANYON AND ON
 KR1617'BENCH.  THEN ALONG BENCH TO TOP OF RIDGE.  THEN S. ALONG RIDGE TO
 KR1617'END OF RD. (A TOTAL OF 1.6 MI CROSS-COUNTRY FROM Y-RD. FORK).
 KR1617'PACK ALONG RIDGE TO STATION. (4-WHEEL DRIVE FROM LAST Y-RD. FORK)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0336 ***********************************************************************
 KP0336  DESIGNATION -  CLEVE CREEK
 KP0336  PID         -  KP0336
 KP0336  STATE/COUNTY-  NV/WHITE PINE
 KP0336  USGS QUAD   -  CLEVE CREEK BALDY (1993)
 KP0336
 KP0336                         *CURRENT SURVEY CONTROL
 KP0336  ___________________________________________________________________
 KP0336* NAD 83(1994)-  39 15 30.78834(N)    114 38 42.60832(W)     ADJUSTED  
 KP0336* NAVD 88     -      3330.9    (meters)   10928.     (feet)  VERTCON   
 KP0336  ___________________________________________________________________
 KP0336  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 KP0336  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 KP0336
 KP0336  HORZ ORDER  -  FIRST
 KP0336
 KP0336.The horizontal coordinates were established by classical geodetic methods
 KP0336.and adjusted by the National Geodetic Survey in June 1998..
 KP0336
 KP0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0336
 KP0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0336
 KP0336.The geoid height was determined by GEOID03.
 KP0336
 KP0336;                    North         East     Units Scale Factor Converg.
 KP0336;SPC NV E     - 8,500,719.067   280,965.832   MT  0.99998069   +0 35 37.4
 KP0336;SPC NV E     -27,889,442.47    921,802.07   sFT  0.99998069   +0 35 37.4
 KP0336;UTM  11      - 4,348,112.045   703,176.271   MT  1.00010830   +1 29 26.5
 KP0336
 KP0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0336!SPC NV E     -   0.99948081  x   0.99998069  =   0.99946151
 KP0336!UTM  11      -   0.99948081  x   1.00010830  =   0.99958905
 KP0336
 KP0336|---------------------------------------------------------------------|
 KP0336| PID    Reference Object                     Distance      Geod. Az  |
 KP0336|                                                           dddmmss.s |
 KP0336| DC9961 CLEVE CREEK RM 1                      8.000 METERS 03613     |
 KP0336| KP0324 OSCEOLA MINE SILVER TANK            APPROX.28.3 KM 1303456.3 |
 KP0336| DC9962 CLEVE CREEK RM 2                      6.899 METERS 14634     |
 KP0336| DC9959 CLEVE CREEK AZ MK                                  2733430.2 |
 KP0336| DC9960 CLEVE CREEK AZ MK 2                                2761614.1 |
 KP0336|---------------------------------------------------------------------|
 KP0336
 KP0336                          SUPERSEDED SURVEY CONTROL
 KP0336
 KP0336  NAD 83(1994)-  39 15 30.78827(N)    114 38 42.60822(W) AD(       ) 1
 KP0336  NAD 83(1986)-  39 15 30.78526(N)    114 38 42.61307(W) AD(       ) 1
 KP0336  NAD 27      -  39 15 30.99900(N)    114 38 39.57200(W) AD(       ) 1
 KP0336  NGVD 29 (07/19/86) 3329.4    (m)        10923.     (f) VERT ANG       
 KP0336
 KP0336.Superseded values are not recommended for survey control.
 KP0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0336.See file dsdata.txt to determine how the superseded data were derived.
 KP0336
 KP0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD0317648112(NAD 83)
 KP0336_MARKER: DS = TRIANGULATION STATION DISK
 KP0336_SETTING: 66 = SET IN ROCK OUTCROP
 KP0336
 KP0336  HISTORY     - Date     Condition        Report By
 KP0336  HISTORY     - 1944     MONUMENTED       CGS
 KP0336  HISTORY     - 1954     GOOD             CGS
 KP0336  HISTORY     - 1957     GOOD             CGS
 KP0336  HISTORY     - 1957     GOOD             USGS
 KP0336
 KP0336                          STATION DESCRIPTION
 KP0336
 KP0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 KP0336'STATION IS LOCATED ABOUT 13 MILES E OF ELY, 1-1/2 MILES SW
 KP0336'OF CLEVE CREEK, AND ABOUT 300 YARDS S OF THE HIGHEST POINT
 KP0336'OF A BALD SAGE-COVERED MOUNTAIN.
 KP0336'
 KP0336'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK
 KP0336'FLUSH WITH SURROUNDING SURFACE.  IT IS STAMPED CLEVE CREEK
 KP0336'1944.
 KP0336'
 KP0336'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH IN
 KP0336'BEDROCK.  IT IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 KP0336'STATION MARK AND IS STAMPED CLEVE CREEK NO 1 1944.
 KP0336'
 KP0336'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET FLUSH IN
 KP0336'BEDROCK.  IT IS ABOUT 6 FEET LOWER IN ELEVATION THAN THE
 KP0336'STATION MARK AND IS STAMPED CLEVE CREEK NO 2 1944.
 KP0336'
 KP0336'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER ON
 KP0336'A ROCKY AND TREE-COVERED HOGBACK.  IT IS ON THE MOST E POINT
 KP0336'OF A LONG E-W RIDGE, 3/4 MILE W OF STATION, AND 1/4 MILE SW
 KP0336'OF E-W SADDLE, MENTIONED BELOW.  THE MARK IS 3 FEET S OF A
 KP0336'3-FOOT ROCK CAIRN AND IS STAMPED CLEVE CREEK 1944.
 KP0336'
 KP0336'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 93, 50, AND
 KP0336'6 IN EAST ELY, GO S ON U.S. HIGHWAY 93 AND 6 FOR 7.9 MILES TO
 KP0336'SIDE ROAD LEFT AT SIGN STEPTOE CREEK FOREST CAMP.  TURN LEFT
 KP0336'ONTO BLADED ROAD AND GO 6.8 MILES TO A SIDE ROAD RIGHT AT
 KP0336'SIGN CAVE CREEK.  CONTINUE STRAIGHT AHEAD FOR 5.9 MILES TO
 KP0336'SUMMIT OF PASS AND SIGN SUCCESS SUMMIT BOY SCOUT CAMP AT
 KP0336'ROAD TO LEFT.  CONTINUE STRAIGHT AHEAD, DOWNGRADE, FOR 0.3
 KP0336'MILE TO ROAD RIGHT AT SIGN WATER NAILED ON A TREE.  TURN
 KP0336'RIGHT AND CONTINUE 0.3 MILE TO FORKS.  TAKE LEFT FORK FOR
 KP0336'0.2 MILE, PASSING TO LEFT OF WATER TROUGH, TO END OF TRUCK
 KP0336'TRAVEL.  WATER AND GOOD CAMP SITE HERE.  FROM END OF TRUCK
 KP0336'TRAVEL PACK NE UP TRAIL THROUGH ASPENS FOR APPROXIMATELY 1
 KP0336'MILE, KEEPING TO THE RIGHT AND ON MAIN TRAIL, TO A
 KP0336'DIVIDE.  FROM DIVIDE GO S ALONG RIDGE TO AN E-W SADDLE.
 KP0336'THIS PORTION OF TRAIL ALONG RIDGE IS THROUGH TIMBER.  (TO
 KP0336'REACH AZIMUTH MARK FROM HERE GO SW ABOUT 1/4 MILE TO A
 KP0336'ROCKY, TREE-COVERED POINT AND MARK.) FROM E-W SADDLE GO E
 KP0336'UP AND OVER A ROUND-TOPPED SAGE-COVERED POINT TO A LOWER BARREN
 KP0336'KNOLL ABOUT 300 YARDS S OF HIGHEST PORTION OF SAGE-COVERED
 KP0336'POINT TO STATION.
 KP0336'
 KP0336'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 KP0336
 KP0336                          STATION RECOVERY (1954)
 KP0336
 KP0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0336'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 KP0336'AS DESCRIBED, AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH
 KP0336'MARK WAS SEARCHED FOR.  BECAUSE OF THE LONG PACK AND EARLY
 KP0336'DARKNESS IT WAS NOT FOUND.  IT IS BELIEVED TO BE IN ITS
 KP0336'ORIGNAL POSITION.  THE RECONNAISSANCE RECOVERED IT AND REPORTED
 KP0336'IT TO BE IN GOOD CONDITION.
 KP0336
 KP0336                          STATION RECOVERY (1957)
 KP0336
 KP0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KP0336'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 KP0336'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 KP0336'
 KP0336'THE STATION IS LOCATED ON A ROCKY SADDLE ABOUT 300 YARDS
 KP0336'SOUTHEAST OF THE HIGHEST POINT OF A HIGH ROUND TOPPED SAGE
 KP0336'COVERED HILL.  IT IS ABOUT 12 MILES AIRLINE EAST OF ELY, 32
 KP0336'MILES AIRLINE NORTHWEST OF BAKER AND 11 MILES AIRLINE NORTHEAST
 KP0336'OF U.S. HIGHWAY 6.
 KP0336'
 KP0336'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 93, 50 AND 6 IN
 KP0336'EAST ELY, GO SOUTHEAST ON U.S. HIGHWAY 93 FOR 7.9 MILES TO
 KP0336'A SIDE ROAD LEFT AT A SIGN STEPTOE CREEK FOREST CAMP.  TURN
 KP0336'LEFT AND GO NORTHEAST FOR 7.7 MILES TO A SIDE ROAD RIGHT AT
 KP0336'A SIGN CAVE CREEK.  CONTINUE AHEAD FOR 6.4 MILES TO SUMMIT
 KP0336'OF PASS AND SIGN SUCCESS SUMMIT BOY SCOUT CAMP.  CONTINUE
 KP0336'AHEAD, DOWNGRADE, FOR 0.3 MILE TO A SIDE ROAD RIGHT AT A SIGN
 KP0336'WATER.  TAKE SIDE ROAD RIGHT FOR 0.3 MILE TO A FORK.  TAKE
 KP0336'LEFT FORK AND GO NORTHEASTERLY FOR 0.2 MILE TO END OF ROAD.
 KP0336'FROM HERE A JEEP CAN BE DRIVEN ALONG TRAIL UP WASH FOR 0.5
 KP0336'MILE.  FROM THIS POINT PACK NORTHEASTERLY ON TRAIL UP STEEP
 KP0336'WASH FOR ABOUT 1 MILE TO A SADDLE, THEN SOUTHERLY ON TRAIL
 KP0336'ALONG TOP OF RIDGE FOR ABOUT 1 MILE TO A CAIRN IN TRAIL.
 KP0336'THE AZIMUTH MARK IS ABOUT 1/4 MILE SOUTHWEST OF CAIRN ON
 KP0336'SOUTHEAST END OF TIMBERED RIDGE.  FROM CAIRN PACK
 KP0336'SOUTHEAST UP SLOPE OF HIGH SAGE COVERED HILL FOR ABOUT
 KP0336'3/4 MILE TO STATION 300 YARDS SOUTHEAST OF HIGHEST
 KP0336'POINT.
 KP0336'
 KP0336'THE STATION MARK IS A STANDARD DISK STAMPED CLEVE CREEK 1944,
 KP0336'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH SURROUNDING
 KP0336'SURFACE.
 KP0336'
 KP0336'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CLEVE
 KP0336'CREEK NO 1 1944, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH
 KP0336'WITH THE GROUND.  IT IS 2 FEET EAST OF A SMALL CAIRN AND ABOUT
 KP0336'3 FEET LOWER THAN THE STATION.
 KP0336'
 KP0336'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CLEVE
 KP0336'CREEK NO 2 1944, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH
 KP0336'WITH THE GROUND.  IT IS 2-1/2 FEET WEST OF A CAIRN AND ABOUT
 KP0336'5 FEET LOWER THAN THE STATION.
 KP0336'
 KP0336'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLEVE CREEK 1944,
 KP0336'CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS AT THE SOUTHEAST
 KP0336'END OF A ROCKY TIMBERED RIDGE, 3 FEET SOUTH OF A 3-FOOT CAIRN
 KP0336'AND 5 FEET NORTH OF A LARGE PINE.
 KP0336'
 KP0336'NOTE--ALL MEASUREMENTS AND DIRECTIONS WERE DOUBLE CHECKED IN
 KP0336'THE FIELD.
 KP0336
 KP0336                          STATION RECOVERY (1957)
 KP0336
 KP0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KP0336'RECOVERED AS DESCRIBED BY NGS IN 1944 IN DESCRIPTION LIST 39 114
 KP0336'3, STATION 1002.  RMS WERE UNDER 3-FT OF SNOW AND WERE NOT
 KP0336'RECOVERED.  STATION REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0331 ***********************************************************************
 KP0331  DESIGNATION -  CLEVELAND
 KP0331  PID         -  KP0331
 KP0331  STATE/COUNTY-  NV/WHITE PINE
 KP0331  USGS QUAD   -  YELLAND DRY LAKE (1986)
 KP0331
 KP0331                         *CURRENT SURVEY CONTROL
 KP0331  ___________________________________________________________________
 KP0331* NAD 83(1994)-  39 17 21.36845(N)    114 28 51.58554(W)     ADJUSTED  
 KP0331* NAVD 88     -      1730.56   (+/-2cm)    5677.7    (feet)  VERTCON   
 KP0331  ___________________________________________________________________
 KP0331  LAPLACE CORR-          -7.85  (seconds)                    DEFLEC99
 KP0331  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 KP0331
 KP0331  HORZ ORDER  -  FIRST
 KP0331  VERT ORDER  -  THIRD ? (See Below)
 KP0331
 KP0331.The horizontal coordinates were established by classical geodetic methods
 KP0331.and adjusted by the National Geodetic Survey in June 1998..
 KP0331
 KP0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0331.The vertical order pertains to the NGVD 29 superseded value.
 KP0331
 KP0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0331
 KP0331.The geoid height was determined by GEOID03.
 KP0331
 KP0331;                    North         East     Units Scale Factor Converg.
 KP0331;SPC NV E     - 8,504,288.721   295,093.145   MT  1.00001130   +0 41 53.1
 KP0331;SPC NV E     -27,901,153.91    968,151.43   sFT  1.00001130   +0 41 53.1
 KP0331;UTM  11      - 4,351,903.065   717,248.042   MT  1.00018115   +1 35 44.7
 KP0331
 KP0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0331!SPC NV E     -   0.99973173  x   1.00001130  =   0.99974303
 KP0331!UTM  11      -   0.99973173  x   1.00018115  =   0.99991283
 KP0331
 KP0331|---------------------------------------------------------------------|
 KP0331| PID    Reference Object                     Distance      Geod. Az  |
 KP0331|                                                           dddmmss.s |
 KP0331| DC9964 CLEVELAND RM 1                        5.327 METERS 02107     |
 KP0331| DC9963 CLEVELAND AZ MK                                    1981009.1 |
 KP0331| DC9965 CLEVELAND RM 2                        8.201 METERS 27737     |
 KP0331|---------------------------------------------------------------------|
 KP0331
 KP0331                          SUPERSEDED SURVEY CONTROL
 KP0331
 KP0331  NAD 83(1994)-  39 17 21.36830(N)    114 28 51.58550(W) AD(       ) 1
 KP0331  NAD 83(1986)-  39 17 21.36411(N)    114 28 51.58925(W) AD(       ) 1
 KP0331  NAD 27      -  39 17 21.57400(N)    114 28 48.56800(W) AD(       ) 1
 KP0331  NGVD 29 (07/19/86) 1729.34   (m)         5673.7    (f) LEVELING    3  
 KP0331
 KP0331.Superseded values are not recommended for survey control.
 KP0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0331.See file dsdata.txt to determine how the superseded data were derived.
 KP0331
 KP0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD1724851903(NAD 83)
 KP0331_MARKER: DS = TRIANGULATION STATION DISK
 KP0331_SETTING: 0 = UNSPECIFIED SETTING
 KP0331
 KP0331  HISTORY     - Date     Condition        Report By
 KP0331  HISTORY     - 1944     MONUMENTED       CGS
 KP0331
 KP0331                          STATION DESCRIPTION
 KP0331
 KP0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 KP0331'STATION IS LOCATED ALONG A GRADED ROAD ALONG W SIDE OF SPRING
 KP0331'VALLEY.  IT IS ABOUT 22 MILES (AIR LINE) E OF ELY, ABOUT 2-1/2
 KP0331'MILES N OF THE CLEVELAND RANCH.  ON A LOW GRAVEL RIDGE OVER
 KP0331'WHICH THE GRADED ROAD PASSES ABOUT 1/10 MILE N OF A T-ROAD
 KP0331'JUNCTION-THE T-ROAD LEADING E ACROSS THE VALLEY.
 KP0331'
 KP0331'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 KP0331'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED
 KP0331'CLEVELAND 1944.  IT IS 45 FEET W OF THE CENTER LINE OF ROAD AND
 KP0331'9.6 FEET WSW OF A 4- BY 4-INCH WHITE WITNESS POST.
 KP0331'
 KP0331'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 KP0331'POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT
 KP0331'1 FOOT LOWER IN ELEVATION THAN THE STATION MARK AND IS STAMPED
 KP0331'CLEVELAND NO 1 1944.
 KP0331'
 KP0331'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 KP0331'POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT
 KP0331'1 FOOT HIGHER IN ELEVATION THAN THE STATION MARK AND IS STAMPED
 KP0331'CLEVELAND NO 2 1944.
 KP0331'
 KP0331'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE POST
 KP0331'PROJECTING ABOUT 1 INCH ABOVE THE GROUND AND IS STAMPED
 KP0331'CLEVELAND 1944.  IT IS 68 FEET W OF THE CENTER LINE OF GRADED
 KP0331'ROAD AND 5.6 FEET WNW OF A 4- BY 4-INCH WHITE WITNESS POST.
 KP0331'
 KP0331'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 93, 50, AND
 KP0331'6 IN EAST ELY, GO S ON U.S. HIGHWAY 93 AND 6 FOR 27 MILES
 KP0331'TO THE JUNCTION OF U.S. HIGHWAY 93 AND 6 AND A GRADED DIRT
 KP0331'ROAD LEADING N AT SIGN CLEVELAND RANCH OPPOSITE A SHELL
 KP0331'SERVICE STATION.  TAKE LEFT FORK, AS PER THE SIGN, AND GO N ON
 KP0331'GRADED ROAD FOR 17.6 MILES TO A LARGE GROVE AND THE CLEVELAND
 KP0331'RANCH ON THE RIGHT.  CONTINUE N 2.1 MILES TO THE AZIMUTH MARK
 KP0331'WHICH IS 68 FEET W OF THE ROAD, THEN CONTINUE N 0.5 MILE TO
 KP0331'THE TOP OF THE LOW GRAVEL RIDGE AND THE STATION ON THE LEFT
 KP0331'(W) OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0249 ***********************************************************************
 KQ0249  CBN         -  This is a Cooperative Base Network Control Station.
 KQ0249  DESIGNATION -  CLIFF
 KQ0249  PID         -  KQ0249
 KQ0249  STATE/COUNTY-  NV/LANDER
 KQ0249  USGS QUAD   -  IRON MOUNTAIN (1969)
 KQ0249
 KQ0249                         *CURRENT SURVEY CONTROL
 KQ0249  ___________________________________________________________________
 KQ0249* NAD 83(1999)-  39 21 04.45590(N)    117 25 06.08521(W)     ADJUSTED  
 KQ0249* NAVD 88     -      1924.437  (meters)    6313.76   (feet)  ADJUSTED  
 KQ0249  ___________________________________________________________________
 KQ0249  EPOCH DATE  -        1999.37
 KQ0249  X           -  -2,274,868.315 (meters)                     COMP
 KQ0249  Y           -  -4,385,226.537 (meters)                     COMP
 KQ0249  Z           -   4,023,751.738 (meters)                     COMP
 KQ0249  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 KQ0249  ELLIP HEIGHT-        1902.13  (meters)          (10/30/00) GPS OBS
 KQ0249  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 KQ0249  DYNAMIC HT  -        1922.479 (meters)    6307.33  (feet)  COMP
 KQ0249  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 KQ0249
 KQ0249  HORZ ORDER  -  B
 KQ0249  VERT ORDER  -  FIRST     CLASS II
 KQ0249  ELLP ORDER  -  FOURTH    CLASS II
 KQ0249
 KQ0249.The horizontal coordinates were established by GPS observations
 KQ0249.and adjusted by the National Geodetic Survey in October 2000..
 KQ0249.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KQ0249.DATUM ITEM on the data sheet items page.
 KQ0249.The horizontal coordinates are valid at the epoch date displayed above.
 KQ0249.The epoch date for horizontal control is a decimal equivalence
 KQ0249.of Year/Month/Day.
 KQ0249
 KQ0249.The orthometric height was determined by differential leveling
 KQ0249.and adjusted by the National Geodetic Survey in June 1991..
 KQ0249
 KQ0249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KQ0249
 KQ0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0249
 KQ0249.The ellipsoidal height was determined by GPS observations
 KQ0249.and is referenced to NAD 83.
 KQ0249
 KQ0249.The geoid height was determined by GEOID03.
 KQ0249
 KQ0249.The dynamic height is computed by dividing the NAVD 88
 KQ0249.geopotential number by the normal gravity value computed on the
 KQ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0249.degrees latitude (g = 980.6199 gals.).
 KQ0249
 KQ0249.The modeled gravity was interpolated from observed gravity values.
 KQ0249
 KQ0249;                    North         East     Units Scale Factor Converg.
 KQ0249;SPC NV C     - 6,510,858.077   435,213.045   MT  0.99995166   -0 28 35.9
 KQ0249;SPC NV C     -21,361,040.21  1,427,861.47   sFT  0.99995166   -0 28 35.9
 KQ0249;UTM  11      - 4,355,838.437   463,953.457   MT  0.99961600   -0 15 55.0
 KQ0249
 KQ0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0249!SPC NV C     -   0.99970166  x   0.99995166  =   0.99965334
 KQ0249!UTM  11      -   0.99970166  x   0.99961600  =   0.99931778
 KQ0249
 KQ0249|---------------------------------------------------------------------|
 KQ0249| PID    Reference Object                     Distance      Geod. Az  |
 KQ0249|                                                           dddmmss.s |
 KQ0249| KQ0248 CLIFF RM 1                            6.947 METERS 03331     |
 KQ0249| KQ0247 CLIFF AZ MK                                        0394526.1 |
 KQ0249| KQ0250 CLIFF RM 2                           10.488 METERS 14705     |
 KQ0249|---------------------------------------------------------------------|
 KQ0249
 KQ0249                          SUPERSEDED SURVEY CONTROL
 KQ0249
 KQ0249  NAD 83(1994)-  39 21 04.45452(N)    117 25 06.08287(W) AD(       ) B
 KQ0249  ELLIP H (03/30/95) 1902.22   (m)                       GP(       ) 4 1
 KQ0249  NAD 83(1986)-  39 21 04.46352(N)    117 25 06.07604(W) AD(       ) 2
 KQ0249  NAD 27      -  39 21 04.73100(N)    117 25 02.72100(W) AD(       ) 2
 KQ0249  NAVD 88 (03/30/95) 1924.44   (m)         6313.8    (f) LEVELING    3  
 KQ0249  NGVD 29 (??/??/92) 1923.187  (m)         6309.66   (f) ADJ UNCH    1 2
 KQ0249
 KQ0249.Superseded values are not recommended for survey control.
 KQ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0249.See file dsdata.txt to determine how the superseded data were derived.
 KQ0249
 KQ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD6395355838(NAD 83)
 KQ0249_MARKER: DH = HORIZONTAL CONTROL DISK
 KQ0249_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0249_SP_SET: BEDROCK
 KQ0249_STAMPING: CLIFF 1954
 KQ0249_MARK LOGO: CGS   
 KQ0249_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KQ0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0249+STABILITY: POSITION/ELEVATION WELL
 KQ0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KQ0249+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 KQ0249
 KQ0249  HISTORY     - Date     Condition        Report By
 KQ0249  HISTORY     - 1954     MONUMENTED       CGS
 KQ0249  HISTORY     - 1955     GOOD             CGS
 KQ0249  HISTORY     - 1955     GOOD             NGS
 KQ0249  HISTORY     - 1985     GOOD             NGS
 KQ0249  HISTORY     - 19940629 GOOD             NVBMG
 KQ0249
 KQ0249                          STATION DESCRIPTION
 KQ0249
 KQ0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0249'THE STATION IS LOCATED ON THE TOP OF A CLIFF THAT OVERLOOKS
 KQ0249'U.S. HIGHWAY 50 AND IS ABOUT 24 MILES (AIR LINE) EAST OF EASTGATE,
 KQ0249'21 MILES SOUTHWEST OF AUSTIN, AND 0.15 MILE SOUTH OF U.S.
 KQ0249'HIGHWAY 50.  IT IS ABOUT 12 FEET SOUTH OF THE NEAREST EDGE OF
 KQ0249'THE CLIFF.
 KQ0249'
 KQ0249'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN GO WEST
 KQ0249'ON U.S. HIGHWAY 50 FOR 21.0 MILES TO THE AZIMUTH MARK ON THE
 KQ0249'RIGHT (NORTH) SIDE OF THE ROAD.  (THIS IS 1.0 MILE WEST OF THE
 KQ0249'SUMMIT OF THE HILL.) CONTINUE WEST ON U.S. HIGHWAY 50 FOR 0.45
 KQ0249'MILES TO A TRACK ROAD LEFT.  (FROM THIS POINT THE STATION IS
 KQ0249'ABOUT 0.15 MILE IN THE SOUTHERLY DIRECTION.) TURN LEFT AND
 KQ0249'THEN BEAR TO THE EAST, UP THE RIDGE THEN PICK YOUR WAY TO THE
 KQ0249'TOP OF THE CLIFF FOR A TOTAL OF 0.25 MILE, TO THE STATION.
 KQ0249'THIS IS A DRIVE STATION WITH A 4-WHEEL DRIVE.
 KQ0249'
 KQ0249'THE STATION MARK, A STANDARD DISK STAMPED CLIFF 1954, IS SET
 KQ0249'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 KQ0249'THE GROUND.
 KQ0249'
 KQ0249'REFERENCE MARK 1, A STANDARD DISK STAMPED CLIFF NO 1 1954, IS
 KQ0249'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 KQ0249'THE GROUND.  IT IS 18 INCHES LOWER THAN THE STATION MARK.
 KQ0249'
 KQ0249'REFERENCE MARK 2, A STANDARD DISK STAMPED CLIFF NO 2 1954, IS
 KQ0249'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 3
 KQ0249'INCHES.  IT IS ABOUT 7 FEET LOWER THAN THE STATION MARK.
 KQ0249'
 KQ0249'THE AZIMUTH MARK, A STANDARD DISK STAMPED CLIFF 1954, IS SET
 KQ0249'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 KQ0249'GROUND.  IT IS 155 FEET NORTH OF U.S. HIGHWAY 50, AND 5 FEET
 KQ0249'SOUTH OF A WHITE WITNESS POST.
 KQ0249
 KQ0249                          STATION RECOVERY (1955)
 KQ0249
 KQ0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 KQ0249'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED AS
 KQ0249'DESCRIBED.
 KQ0249
 KQ0249                          STATION RECOVERY (1955)
 KQ0249
 KQ0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KQ0249'10.5 MI NE FROM PETERSONS STATION.
 KQ0249'10.4 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0249'MAINTENANCE STATION, THENCE 0.1 MILE SOUTH AND UP THE NORTHWEST SIDE
 KQ0249'OF A RIDGE, ON THE HIGHEST POINT OF A PROMINENT ROCKY RIDGE WITH A
 KQ0249'SHEER ROCK CLIFF TO THE NORTHWEST, IN BEDROCK, 34.4 FEET NORTHWEST OF
 KQ0249'CLIFF R. M. 2, 22.8 FEET SOUTHWEST OF CLIFF R. M. 1, ABOUT 9 FEET
 KQ0249'SOUTHEAST OF THE TOP OF THE CLIFF WALL, ABOUT LEVEL WITH THE GROUND,
 KQ0249'AND ABOUT 300 FEET HIGHER THAN THE HIGHWAY.
 KQ0249
 KQ0249                          STATION RECOVERY (1985)
 KQ0249
 KQ0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0249'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 KQ0249'NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY 722.
 KQ0249
 KQ0249                          STATION RECOVERY (1994)
 KQ0249
 KQ0249'RECOVERY NOTE BY NEVADA BUREAU OF MINES AND GEOLOGY 1994
 KQ0249'THE STATION IS LOCATED ABOUT 34 KM (21.10 MI) SOUTHWEST OF AUSTIN AND
 KQ0249'3 KM (1.85 MI) WEST-SOUTHWEST OF RAILROAD PASS, ON THE EAST SIDE OF
 KQ0249'SMITH CREEK VALLEY. TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 KQ0249'HIGHWAY 50 AND STATE ROUTE 361 AT MIDDLEGATE, GO EAST ON HIGHWAY 50
 KQ0249'FOR 5.0 KM (3.10 MI) TO THE JUNCTION OF STATE ROUTE 722.  TURN RIGHT
 KQ0249'AND GO EAST ON S.R. 722 FOR 62.3 KM (38.70 MI) TO MILE POST 22.
 KQ0249'CONTINUE NORTHEAST ON S.R. 722 FOR 0.5 KM (0.30 MI) TO THE JUNCTION
 KQ0249'WITH A DIRT ROAD ON THE RIGHT.  TURN RIGHT ONTO DIRT ROAD AND GO 0.5
 KQ0249'KM (0.30 MI) ALONG AND AROUND A ROCK CLIF TO THE END OF ROAD. PARK AND
 KQ0249'HIKE FOR 120 M (393.7 FT) TO THE NORTHWEST TO THE STATION. THE STATION
 KQ0249'IS A STANDARD DISK SET INTO A BEDROCK OUTCROP FLUSH WITH THE GROUND
 KQ0249'ABOVE THE NORTH END OF THE ROCK CLIFF. DESCRIBED BY NEVADA BUREAU OF
 KQ0249'MINES AND GEOLOGY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0247 ***********************************************************************
 KQ0247  DESIGNATION -  CLIFF AZ MK
 KQ0247  PID         -  KQ0247
 KQ0247  STATE/COUNTY-  NV/LANDER
 KQ0247  USGS QUAD   -  IRON MOUNTAIN (1969)
 KQ0247
 KQ0247                         *CURRENT SURVEY CONTROL
 KQ0247  ___________________________________________________________________
 KQ0247* NAD 83(1986)-  39 21 27.     (N)    117 24 40.     (W)     SCALED    
 KQ0247* NAVD 88     -      1922.089  (meters)    6306.05   (feet)  ADJUSTED  
 KQ0247  ___________________________________________________________________
 KQ0247  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 KQ0247  DYNAMIC HT  -        1920.129 (meters)    6299.62  (feet)  COMP
 KQ0247  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 KQ0247
 KQ0247  VERT ORDER  -  FIRST     CLASS II
 KQ0247
 KQ0247.The horizontal coordinates were scaled from a topographic map and have
 KQ0247.an estimated accuracy of +/- 6 seconds.
 KQ0247
 KQ0247.The orthometric height was determined by differential leveling
 KQ0247.and adjusted by the National Geodetic Survey in June 1991..
 KQ0247
 KQ0247.The geoid height was determined by GEOID03.
 KQ0247
 KQ0247.The dynamic height is computed by dividing the NAVD 88
 KQ0247.geopotential number by the normal gravity value computed on the
 KQ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0247.degrees latitude (g = 980.6199 gals.).
 KQ0247
 KQ0247.The modeled gravity was interpolated from observed gravity values.
 KQ0247
 KQ0247;                    North         East    Units  Estimated Accuracy
 KQ0247;SPC NV C     - 6,511,550.      435,840.      MT  (+/- 180 meters Scaled)
 KQ0247
 KQ0247                          SUPERSEDED SURVEY CONTROL
 KQ0247
 KQ0247  NGVD 29 (??/??/92) 1920.834  (m)         6301.94   (f) ADJ UNCH    1 2
 KQ0247
 KQ0247.Superseded values are not recommended for survey control.
 KQ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0247.See file dsdata.txt to determine how the superseded data were derived.
 KQ0247
 KQ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD645565(NAD 83)
 KQ0247_MARKER: DZ = AZIMUTH MARK DISK
 KQ0247_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0247_SP_SET: BEDROCK
 KQ0247_STAMPING: CLIFF 1954
 KQ0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0247+STABILITY: POSITION/ELEVATION WELL
 KQ0247
 KQ0247  HISTORY     - Date     Condition        Report By
 KQ0247  HISTORY     - 1954     MONUMENTED       CGS
 KQ0247  HISTORY     - 1955     GOOD             NGS
 KQ0247  HISTORY     - 1985     MARK NOT FOUND   NGS
 KQ0247
 KQ0247                          STATION DESCRIPTION
 KQ0247
 KQ0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0247'10.9 MI NE FROM PETERSONS STATION.
 KQ0247'10.9 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0247'MAINTENANCE STATION, 1.1 MILES SOUTHWEST OF THE SUMMIT OF RAILROAD
 KQ0247'PASS, ON THE POINT OF A LOW RIDGE, AT A CUT, IN BEDROCK, 153.0 FEET
 KQ0247'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTHEAST OF THE
 KQ0247'HIGHEST POINT OF THE RIDGE, 3.5 FEET NORTHEAST OF THE SOUTHWEST EDGE
 KQ0247'OF THE BEDROCK, 5.2 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 10
 KQ0247'FEET HIGHER THAN THE HIGHWAY.
 KQ0247
 KQ0247                          STATION RECOVERY (1985)
 KQ0247
 KQ0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0247'NOT RECOVERED.  HEAVY SNOW IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0248 ***********************************************************************
 KQ0248  DESIGNATION -  CLIFF RM 1
 KQ0248  PID         -  KQ0248
 KQ0248  STATE/COUNTY-  NV/LANDER
 KQ0248  USGS QUAD   -  IRON MOUNTAIN (1969)
 KQ0248
 KQ0248                         *CURRENT SURVEY CONTROL
 KQ0248  ___________________________________________________________________
 KQ0248* NAD 83(1986)-  39 21 05.     (N)    117 25 06.     (W)     SCALED    
 KQ0248* NAVD 88     -      1924.178  (meters)    6312.91   (feet)  ADJUSTED  
 KQ0248  ___________________________________________________________________
 KQ0248  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 KQ0248  DYNAMIC HT  -        1922.220 (meters)    6306.48  (feet)  COMP
 KQ0248  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 KQ0248
 KQ0248  VERT ORDER  -  FIRST     CLASS II
 KQ0248
 KQ0248.The horizontal coordinates were scaled from a topographic map and have
 KQ0248.an estimated accuracy of +/- 6 seconds.
 KQ0248
 KQ0248.The orthometric height was determined by differential leveling
 KQ0248.and adjusted by the National Geodetic Survey in June 1991..
 KQ0248
 KQ0248.The geoid height was determined by GEOID03.
 KQ0248
 KQ0248.The dynamic height is computed by dividing the NAVD 88
 KQ0248.geopotential number by the normal gravity value computed on the
 KQ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0248.degrees latitude (g = 980.6199 gals.).
 KQ0248
 KQ0248.The modeled gravity was interpolated from observed gravity values.
 KQ0248
 KQ0248;                    North         East    Units  Estimated Accuracy
 KQ0248;SPC NV C     - 6,510,880.      435,220.      MT  (+/- 180 meters Scaled)
 KQ0248
 KQ0248                          SUPERSEDED SURVEY CONTROL
 KQ0248
 KQ0248  NGVD 29 (??/??/92) 1922.928  (m)         6308.81   (f) ADJ UNCH    1 2
 KQ0248
 KQ0248.Superseded values are not recommended for survey control.
 KQ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0248.See file dsdata.txt to determine how the superseded data were derived.
 KQ0248
 KQ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD639558(NAD 83)
 KQ0248_MARKER: DR = REFERENCE MARK DISK
 KQ0248_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0248_SP_SET: BEDROCK
 KQ0248_STAMPING: CLIFF NO 1 1954
 KQ0248_MARK LOGO: CGS   
 KQ0248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0248+STABILITY: POSITION/ELEVATION WELL
 KQ0248
 KQ0248  HISTORY     - Date     Condition        Report By
 KQ0248  HISTORY     - 1954     MONUMENTED       CGS
 KQ0248  HISTORY     - 1955     GOOD             NGS
 KQ0248  HISTORY     - 1985     GOOD             NGS
 KQ0248
 KQ0248                          STATION DESCRIPTION
 KQ0248
 KQ0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0248'10.5 MI NE FROM PETERSONS STATION.
 KQ0248'10.4 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0248'MAINTENANCE STATION, THENCE 0.1 MILE SOUTH AND UP THE NORTHWEST SIDE
 KQ0248'OF A RIDGE, ON THE HIGHEST POINT OF A PROMINENT ROCKY RIDGE WITH A
 KQ0248'SHEER ROCK CLIFF TO THE NORTHWEST, ABOUT 80 FEET SOUTHWEST OF THE
 KQ0248'CENTER OF A LARGE REDDISH OUTCROP, IN BEDROCK, 22.8 FEET NORTHEAST OF
 KQ0248'CLIFF TRIANGULATION STATION, ABOUT 5 FEET SOUTHEAST OF THE NORTHWEST
 KQ0248'EDGE OF THE CLIFF, ABOUT 0.3 FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT
 KQ0248'LOWER THAN THE STATION.
 KQ0248
 KQ0248                          STATION RECOVERY (1985)
 KQ0248
 KQ0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0248'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 KQ0248'NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY 722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0250 ***********************************************************************
 KQ0250  DESIGNATION -  CLIFF RM 2
 KQ0250  PID         -  KQ0250
 KQ0250  STATE/COUNTY-  NV/LANDER
 KQ0250  USGS QUAD   -  IRON MOUNTAIN (1969)
 KQ0250
 KQ0250                         *CURRENT SURVEY CONTROL
 KQ0250  ___________________________________________________________________
 KQ0250* NAD 83(1986)-  39 21 05.     (N)    117 25 05.     (W)     SCALED    
 KQ0250* NAVD 88     -      1922.762  (meters)    6308.26   (feet)  ADJUSTED  
 KQ0250  ___________________________________________________________________
 KQ0250  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 KQ0250  DYNAMIC HT  -        1920.806 (meters)    6301.84  (feet)  COMP
 KQ0250  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 KQ0250
 KQ0250  VERT ORDER  -  FIRST     CLASS II
 KQ0250
 KQ0250.The horizontal coordinates were scaled from a topographic map and have
 KQ0250.an estimated accuracy of +/- 6 seconds.
 KQ0250
 KQ0250.The orthometric height was determined by differential leveling
 KQ0250.and adjusted by the National Geodetic Survey in June 1991..
 KQ0250
 KQ0250.The geoid height was determined by GEOID03.
 KQ0250
 KQ0250.The dynamic height is computed by dividing the NAVD 88
 KQ0250.geopotential number by the normal gravity value computed on the
 KQ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0250.degrees latitude (g = 980.6199 gals.).
 KQ0250
 KQ0250.The modeled gravity was interpolated from observed gravity values.
 KQ0250
 KQ0250;                    North         East    Units  Estimated Accuracy
 KQ0250;SPC NV C     - 6,510,880.      435,240.      MT  (+/- 180 meters Scaled)
 KQ0250
 KQ0250                          SUPERSEDED SURVEY CONTROL
 KQ0250
 KQ0250  NGVD 29 (??/??/92) 1921.512  (m)         6304.16   (f) ADJ UNCH    1 2
 KQ0250
 KQ0250.Superseded values are not recommended for survey control.
 KQ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0250.See file dsdata.txt to determine how the superseded data were derived.
 KQ0250
 KQ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD639558(NAD 83)
 KQ0250_MARKER: DR = REFERENCE MARK DISK
 KQ0250_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0250_SP_SET: BEDROCK
 KQ0250_STAMPING: CLIFF NO 2 1954
 KQ0250_MARK LOGO: CGS   
 KQ0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0250+STABILITY: POSITION/ELEVATION WELL
 KQ0250
 KQ0250  HISTORY     - Date     Condition        Report By
 KQ0250  HISTORY     - 1954     MONUMENTED       CGS
 KQ0250  HISTORY     - 1955     GOOD             NGS
 KQ0250  HISTORY     - 1985     GOOD             NGS
 KQ0250
 KQ0250                          STATION DESCRIPTION
 KQ0250
 KQ0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0250'10.5 MI NE FROM PETERSONS STATION.
 KQ0250'10.4 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0250'MAINTENANCE STATION, THENCE 0.1 MILE SOUTH AND UP THE NORTHWEST SIDE
 KQ0250'OF A RIDGE, ON THE HIGHEST POINT OF A PROMINENT ROCKY RIDGE WITH A
 KQ0250'SHEER ROCK CLIFF TO THE NORTHWEST, IN BEDROCK, 34.4 FEET SOUTHEAST OF
 KQ0250'CLIFF TRIANGULATION STATION, 4 FEET NORTHWEST OF THE SOUTHEAST EDGE OF
 KQ0250'A CLIFF, ABOUT LEVEL WITH THE GROUND, AND ABOUT 5 1/2 FEET LOWER THAN
 KQ0250'THE STATION.
 KQ0250
 KQ0250                          STATION RECOVERY (1985)
 KQ0250
 KQ0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0250'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 KQ0250'NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY 722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0523 ***********************************************************************
 KQ0523  DESIGNATION -  CLIPPER GAP
 KQ0523  PID         -  KQ0523
 KQ0523  STATE/COUNTY-  NV/NYE
 KQ0523  USGS QUAD   -  PETES SUMMIT (1989)
 KQ0523
 KQ0523                         *CURRENT SURVEY CONTROL
 KQ0523  ___________________________________________________________________
 KQ0523* NAD 83(1994)-  39 08 52.88741(N)    116 48 51.15648(W)     ADJUSTED  
 KQ0523* NAVD 88     -      2693.1    (meters)    8836.     (feet)  VERTCON   
 KQ0523  ___________________________________________________________________
 KQ0523  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 KQ0523  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 KQ0523
 KQ0523  HORZ ORDER  -  SECOND
 KQ0523
 KQ0523.The horizontal coordinates were established by classical geodetic methods
 KQ0523.and adjusted by the National Geodetic Survey in June 1998..
 KQ0523
 KQ0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0523
 KQ0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0523
 KQ0523.The geoid height was determined by GEOID03.
 KQ0523
 KQ0523;                    North         East     Units Scale Factor Converg.
 KQ0523;SPC NV C     - 6,488,040.410   487,246.786   MT  0.99990200   -0 05 35.3
 KQ0523;SPC NV C     -21,286,179.25  1,598,575.50   sFT  0.99990200   -0 05 35.3
 KQ0523;UTM  11      - 4,333,219.639   516,054.301   MT  0.99960317   +0 07 02.3
 KQ0523
 KQ0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0523!SPC NV C     -   0.99958107  x   0.99990200  =   0.99948311
 KQ0523!UTM  11      -   0.99958107  x   0.99960317  =   0.99918441
 KQ0523
 KQ0523|---------------------------------------------------------------------|
 KQ0523| PID    Reference Object                     Distance      Geod. Az  |
 KQ0523|                                                           dddmmss.s |
 KQ0523| DC9967 CLIPPER GAP RM 1                     10.919 METERS 10031     |
 KQ0523| DC9968 CLIPPER GAP RM 2                     12.950 METERS 21953     |
 KQ0523| KQ0524 CLIPPER GAP CAIRN                     4.300 METERS 26349     |
 KQ0523| KQ0449 TOIY                                APPROX.34.1 KM 2635714.3 |
 KQ0523| DC9966 CLIPPER GAP AZ MK                                  2803953.3 |
 KQ0523|---------------------------------------------------------------------|
 KQ0523
 KQ0523                          SUPERSEDED SURVEY CONTROL
 KQ0523
 KQ0523  NAD 83(1986)-  39 08 52.88965(N)    116 48 51.15164(W) AD(       ) 2
 KQ0523  NAD 27      -  39 08 53.13600(N)    116 48 47.85400(W) AD(       ) 2
 KQ0523  NGVD 29 (03/11/99) 2691.7    (m)         8831.     (f) VERT ANG       
 KQ0523
 KQ0523.Superseded values are not recommended for survey control.
 KQ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0523.See file dsdata.txt to determine how the superseded data were derived.
 KQ0523
 KQ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND1605433220(NAD 83)
 KQ0523_MARKER: DS = TRIANGULATION STATION DISK
 KQ0523_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0523_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 KQ0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0523+STABILITY: POSITION/ELEVATION WELL
 KQ0523
 KQ0523  HISTORY     - Date     Condition        Report By
 KQ0523  HISTORY     - 1954     MONUMENTED       CGS
 KQ0523  HISTORY     - 1954     GOOD             CGS
 KQ0523  HISTORY     - 1971     GOOD             USGS
 KQ0523  HISTORY     - 1971     GOOD             USGS
 KQ0523
 KQ0523                          STATION DESCRIPTION
 KQ0523
 KQ0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0523'THE STATION IS LOCATED ON THE SUMMIT OF A PEAK IN THE TOQUIMA
 KQ0523'RANGE.  IT IS 1-1/2 MILES, AIR LINE, EAST OF THE DIVIDE AT THE
 KQ0523'HEAD OF CLIPPER GAP CANYON, ABOUT 20 MILES, AIR LINE,
 KQ0523'SOUTH-SOUTHEAST OF AUSTIN, ABOUT 10 MILES, AIR LINE EAST OF
 KQ0523'STATE HIGHWAY 8A, AND ABOUT 2 MILES, AIR LINE, NORTH OF THE
 KQ0523'LANDER-NYE COUNTY LINE.
 KQ0523'
 KQ0523'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN GO EASTERLY ON
 KQ0523'U.S. HIGHWAY 50 FOR 11.8 MILES TO THE JUNCTION OF STATE HIGHWAY
 KQ0523'8A.  TURN RIGHT, SOUTH, AND FOLLOW STATE HIGHWAY 8A FOR 0.35
 KQ0523'MILE TO A SIDE ROAD LEFT.  TURN LEFT, SOUTHEAST, AS PER SIGN
 KQ0523'MONITOR VALLEY AND GO 8.1 MILES TO A BLADED ROAD RIGHT.  TURN
 KQ0523'RIGHT AND GO 3.65 MILES TO A FORK.  TAKE THE LEFT FORK,
 KQ0523'SOUTHEAST, AND GO 0.5 MILE TO A REVERSE Y FORK.  KEEP LEFT,
 KQ0523'STRAIGHT AHEAD, AND GO 3.25 MILES TO A BLUFF ABOVE CLIPPER
 KQ0523'GAP CANYON.  CONTINUE, STRAIGHT AHEAD, DOWN INTO THE CANYON
 KQ0523'AND FOLLOW THE ROAD UP THE NARROW CANYON FOR 5.2 MILES TO
 KQ0523'THE DIVIDE AT THE HEAD OF THE CANYON.  TURN LEFT,
 KQ0523'NORTHEAST, AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE
 KQ0523'RIGHT.  TURN RIGHT, EAST, AND GO, CROSS COUNTRY, FOR 1.2
 KQ0523'MILES TO THE SUMMIT OF THE PEAK AND THE STATION.  A
 KQ0523'4-WHEEL DRIVE VEHICLE WILL BE REQUIRED TO DRIVE TO THE
 KQ0523'STATION.
 KQ0523'
 KQ0523'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK ARE STANDARD
 KQ0523'DISKS CEMENTED IN OUTCROPPING BEDROCK.
 KQ0523'
 KQ0523'THE STATION DISK, STAMPED CLIPPER GAP 1954, IS 14.1 FEET
 KQ0523'EAST-NORTHEAST OF A 5-FOOT CAIRN.  IT PROJECTS 4 INCHES.
 KQ0523'
 KQ0523'REFERENCE MARK 1, STAMPED CLIPPER GAP NO 1 1954, IS ABOUT
 KQ0523'3 FEET LOWER THAN THE STATION.  IT PROJECTS 6 INCHES.
 KQ0523'
 KQ0523'REFERENCE MARK 2, STAMPED CLIPPER GAP NO 2 1954, IS ABOUT 5
 KQ0523'FEET LOWER THAN THE STATION.  IT PROJECTS 4 INCHES.
 KQ0523'
 KQ0523'THE AZIMUTH MARK, STAMPED CLIPPER GAP 1954, IS 50 FEET EAST
 KQ0523'OF THE CENTER LINE OF A DIM TRACK ROAD, 6 FEET EAST OF A
 KQ0523'WITNESS POST.  THE OUTCROP IS FLUSH WITH THE GROUND.
 KQ0523'
 KQ0523'THE CAIRN AT THE STATION IS 5 FEET HIGH AND 3 FEET IN DIAMETER.
 KQ0523'THE BASE OF THE CAIRN IS ABOUT THE SAME ELEVATION AS THE STATION.
 KQ0523
 KQ0523                          STATION RECOVERY (1954)
 KQ0523
 KQ0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KQ0523'DESCRIPTION AND POSITION CORRECT EXCEPT AS FOLLOWS,
 KQ0523'
 KQ0523'STATION MARK A STANDARD DISK STAMPED----CLIPPER GAP 1954---,CEMENTED
 KQ0523'IN OUTCROPPING BEDROCK.
 KQ0523
 KQ0523                          STATION RECOVERY (1971)
 KQ0523
 KQ0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KQ0523'INSTRUMENT STAND 4.7 FT ABOVE STATION MARK.
 KQ0523'
 KQ0523'RECOVERED AS DESCRIBED.
 KQ0523'
 KQ0523'STATION IS IN NYE COUNTY NOT LANDER COUNTY.
 KQ0523
 KQ0523                          STATION RECOVERY (1971)
 KQ0523
 KQ0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KQ0523'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39116-3 STATION 1006.
 KQ0523'STATION MARK--STANDARD DISC STAMPED---CLIPPER GAP 1954---CEMENTED IN
 KQ0523'OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0524 ***********************************************************************
 KQ0524  DESIGNATION -  CLIPPER GAP CAIRN
 KQ0524  PID         -  KQ0524
 KQ0524  STATE/COUNTY-  NV/NYE
 KQ0524  USGS QUAD   -  PETES SUMMIT (1989)
 KQ0524
 KQ0524                         *CURRENT SURVEY CONTROL
 KQ0524  ___________________________________________________________________
 KQ0524* NAD 83(1994)-  39 08 52.87239(N)    116 48 51.33451(W)     ADJUSTED  
 KQ0524* NAVD 88     -      2695.     (meters)    8842.     (feet)  VERTCON   
 KQ0524  ___________________________________________________________________
 KQ0524  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 KQ0524  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 KQ0524
 KQ0524  HORZ ORDER  -  THIRD
 KQ0524
 KQ0524.The horizontal coordinates were established by classical geodetic methods
 KQ0524.and adjusted by the National Geodetic Survey in June 1998..
 KQ0524
 KQ0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0524
 KQ0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0524
 KQ0524.The geoid height was determined by GEOID03.
 KQ0524
 KQ0524;                    North         East     Units Scale Factor Converg.
 KQ0524;SPC NV C     - 6,488,039.954   487,242.511   MT  0.99990200   -0 05 35.4
 KQ0524;SPC NV C     -21,286,177.75  1,598,561.47   sFT  0.99990200   -0 05 35.4
 KQ0524;UTM  11      - 4,333,219.167   516,050.029   MT  0.99960317   +0 07 02.1
 KQ0524
 KQ0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0524!SPC NV C     -   0.99958071  x   0.99990200  =   0.99948275
 KQ0524!UTM  11      -   0.99958071  x   0.99960317  =   0.99918405
 KQ0524
 KQ0524                          SUPERSEDED SURVEY CONTROL
 KQ0524
 KQ0524  NAD 83(1986)-  39 08 52.87463(N)    116 48 51.32968(W) AD(       ) 4
 KQ0524  NAD 27      -  39 08 53.12000(N)    116 48 48.03000(W) AD(       ) 3
 KQ0524  NGVD 29 (07/19/86) 2694.     (m)         8839.     (f) VERT ANG       
 KQ0524
 KQ0524.Superseded values are not recommended for survey control.
 KQ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0524.See file dsdata.txt to determine how the superseded data were derived.
 KQ0524
 KQ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND1605033219(NAD 83)
 KQ0524_MARKER: 72 = CAIRN
 KQ0524
 KQ0524  HISTORY     - Date     Condition        Report By
 KQ0524  HISTORY     - 1954     FIRST OBSERVED   CGS
 KQ0524
 KQ0524                          STATION DESCRIPTION
 KQ0524
 KQ0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KQ0524'THE STATION IS LOCATED ON THE SUMMIT OF A PEAK IN THE TOQUIMA
 KQ0524'RANGE.  IT IS 1-1/2 MILES, AIR LINE, EAST OF THE DIVIDE AT THE
 KQ0524'HEAD OF CLIPPER GAP CANYON, ABOUT 20 MILES, AIR LINE,
 KQ0524'SOUTH-SOUTHEAST OF AUSTIN, ABOUT 10 MILES, AIR LINE EAST OF
 KQ0524'STATE HIGHWAY 8A, AND ABOUT 2 MILES, AIR LINE, NORTH OF THE
 KQ0524'LANDER-NYE COUNTY LINE.
 KQ0524'
 KQ0524'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN GO EASTERLY ON
 KQ0524'U.S. HIGHWAY 50 FOR 11.8 MILES TO THE JUNCTION OF STATE HIGHWAY
 KQ0524'8A.  TURN RIGHT, SOUTH, AND FOLLOW STATE HIGHWAY 8A FOR 0.35
 KQ0524'MILE TO A SIDE ROAD LEFT.  TURN LEFT, SOUTHEAST, AS PER SIGN
 KQ0524'MONITOR VALLEY AND GO 8.1 MILES TO A BLADED ROAD RIGHT.  TURN
 KQ0524'RIGHT AND GO 3.65 MILES TO A FORK.  TAKE THE LEFT FORK,
 KQ0524'SOUTHEAST, AND GO 0.5 MILE TO A REVERSE Y FORK.  KEEP LEFT,
 KQ0524'STRAIGHT AHEAD, AND GO 3.25 MILES TO A BLUFF ABOVE CLIPPER
 KQ0524'GAP CANYON.  CONTINUE, STRAIGHT AHEAD, DOWN INTO THE CANYON
 KQ0524'AND FOLLOW THE ROAD UP THE NARROW CANYON FOR 5.2 MILES TO
 KQ0524'THE DIVIDE AT THE HEAD OF THE CANYON.  TURN LEFT,
 KQ0524'NORTHEAST, AND GO 0.3 MILE TO CLIPPER GAP AZ MK ON
 KQ0524'RIGHT.  TURN RIGHT, EAST, AND GO, CROSS COUNTRY, FOR 1.2
 KQ0524'MILES TO THE SUMMIT OF THE PEAK AND THE STATION.  A
 KQ0524'4-WHEEL DRIVE VEHICLE WILL BE REQUIRED TO DRIVE TO THE
 KQ0524'STATION.
 KQ0524'
 KQ0524'THE CAIRN IS 5 FEET HIGH AND 3 FEET IN DIAMETER.
 KQ0524'THE BASE OF THE CAIRN IS ABOUT THE SAME ELEV AS STATION CLIPPER GAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9106 ***********************************************************************
 AH9106  DESIGNATION -  CLOUD
 AH9106  PID         -  AH9106
 AH9106  STATE/COUNTY-  NV/CHURCHILL
 AH9106  USGS QUAD   -  FONDAWAY CANYON (1990)
 AH9106
 AH9106                         *CURRENT SURVEY CONTROL
 AH9106  ___________________________________________________________________
 AH9106* NAD 83(1994)-  39 50 28.24088(N)    118 09 22.17392(W)     ADJUSTED  
 AH9106* NAVD 88     -      2290.8    (meters)    7516.     (feet)  VERTCON   
 AH9106  ___________________________________________________________________
 AH9106  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 AH9106  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AH9106
 AH9106  HORZ ORDER  -  THIRD
 AH9106
 AH9106.The horizontal coordinates were established by classical geodetic methods
 AH9106.and adjusted by the National Geodetic Survey in February 1999..
 AH9106
 AH9106.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9106
 AH9106.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9106
 AH9106.The geoid height was determined by GEOID03.
 AH9106
 AH9106;                    North         East     Units Scale Factor Converg.
 AH9106;SPC NV W     - 4,565,067.012   836,558.804   MT  0.99991645   +0 16 25.2
 AH9106;SPC NV W     -14,977,224.02  2,744,610.01   sFT  0.99991645   +0 16 25.2
 AH9106;UTM  11      - 4,410,769.223   401,081.100   MT  0.99972046   -0 44 26.8
 AH9106
 AH9106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9106!SPC NV W     -   0.99964435  x   0.99991645  =   0.99956083
 AH9106!UTM  11      -   0.99964435  x   0.99972046  =   0.99936490
 AH9106
 AH9106                          SUPERSEDED SURVEY CONTROL
 AH9106
 AH9106  NGVD 29 (02/26/99) 2289.7    (m)         7512.     (f) VERT ANG       
 AH9106
 AH9106.Superseded values are not recommended for survey control.
 AH9106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9106.See file dsdata.txt to determine how the superseded data were derived.
 AH9106
 AH9106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME0108110769(NAD 83)
 AH9106_MARKER: DS = TRIANGULATION STATION DISK
 AH9106_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH9106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9106
 AH9106  HISTORY     - Date     Condition        Report By
 AH9106  HISTORY     - 1965     MONUMENTED       USGS
 AH9106
 AH9106                          STATION DESCRIPTION
 AH9106
 AH9106'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH9106'LOCATED ABOUT 11 MI. E. OF LONE ROCK, 9 MI. W. OF HUMBOLDT SALT MARSH,
 AH9106'6 MI. NW. OF DIXIE HOT SPRINGS, AT THE HEAD OF WHITE CLOUD CANYON, ON
 AH9106'A PARTIALLY WOODED TOP. STATION REACHED BY HELICOPTER. STATION MARK--A
 AH9106'STANDARD ALUMINUM TABLET STAMPED---CLOUD 1965---, SET IN CONCRETE AND
 AH9106'PROJECTING ABOUT 0.3 FT. REFERENCE MARK NO. 1--A STANDARD REFERENCE
 AH9106'MARK STAMPED---NO 1 1965--- SET IN A ROCK OUTCROP, 10.88 FT. FROM THE
 AH9106'STATION MARK IN DIRECT 120 DEGREES 08 MINUTES. REFERENCE MARK NO. 2--A
 AH9106'STANDARD REFERENCE MARK STAMPED---NO 2 1965--- SET IN A LARGE ROCK,
 AH9106'16.70 FT. FROM THE STATION MARK IN DIRECT 244 DEGREES 59 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0829 ***********************************************************************
 MT0829  DESIGNATION -  CLOUDY
 MT0829  PID         -  MT0829
 MT0829  STATE/COUNTY-  NV/ELKO
 MT0829  USGS QUAD   -  MORGAN HILL (1982)
 MT0829
 MT0829                         *CURRENT SURVEY CONTROL
 MT0829  ___________________________________________________________________
 MT0829* NAD 83(1994)-  41 00 50.50687(N)    115 28 48.63551(W)     ADJUSTED  
 MT0829* NAVD 88     -      1741.8    (meters)    5715.     (feet)  VERTCON   
 MT0829  ___________________________________________________________________
 MT0829  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 MT0829  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 MT0829
 MT0829  HORZ ORDER  -  SECOND
 MT0829
 MT0829.The horizontal coordinates were established by classical geodetic methods
 MT0829.and adjusted by the National Geodetic Survey in June 1998..
 MT0829
 MT0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0829
 MT0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0829
 MT0829.The geoid height was determined by GEOID03.
 MT0829
 MT0829;                    North         East     Units Scale Factor Converg.
 MT0829;SPC NV E     - 8,695,208.613   208,676.409   MT  0.99990093   +0 04 03.7
 MT0829;SPC NV E     -28,527,530.26    684,632.52   sFT  0.99990093   +0 04 03.7
 MT0829;UTM  11      - 4,541,426.922   627,794.483   MT  0.99980100   +0 59 51.0
 MT0829
 MT0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0829!SPC NV E     -   0.99972969  x   0.99990093  =   0.99963065
 MT0829!UTM  11      -   0.99972969  x   0.99980100  =   0.99953075
 MT0829
 MT0829:                Primary Azimuth Mark                     Grid Az
 MT0829:SPC NV E     -  RASID                                    100 43 13.1
 MT0829:UTM  11      -  RASID                                    099 47 25.8
 MT0829
 MT0829|---------------------------------------------------------------------|
 MT0829| PID    Reference Object                     Distance      Geod. Az  |
 MT0829|                                                           dddmmss.s |
 MT0829| MT0466 RASID                               APPROX. 5.3 KM 1004716.8 |
 MT0829| DC9969 CLOUDY RM 1                           6.571 METERS 16939     |
 MT0829| DC9970 CLOUDY RM 2                           7.590 METERS 26356     |
 MT0829|---------------------------------------------------------------------|
 MT0829
 MT0829                          SUPERSEDED SURVEY CONTROL
 MT0829
 MT0829  NAD 83(1986)-  41 00 50.50641(N)    115 28 48.62994(W) AD(       ) 2
 MT0829  NAD 27      -  41 00 50.79285(N)    115 28 45.40252(W) AD(       ) 2
 MT0829  NGVD 29 (07/19/86) 1740.6    (m)         5711.     (f) VERT ANG       
 MT0829
 MT0829.Superseded values are not recommended for survey control.
 MT0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0829.See file dsdata.txt to determine how the superseded data were derived.
 MT0829
 MT0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF2779441427(NAD 83)
 MT0829_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MT0829_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0829_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 MT0829
 MT0829  HISTORY     - Date     Condition        Report By
 MT0829  HISTORY     - 1957     MONUMENTED       CGS
 MT0829
 MT0829                          STATION DESCRIPTION
 MT0829
 MT0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0829'THE STATION IS LOCATED ABOUT 19 MILES NORTHEAST OF ELKO AND ABOUT
 MT0829'3 MILES NORTHWEST OF U.S. HIGHWAY 40.  IT IS ON THE SUMMIT OF A
 MT0829'ROUND-TOPPED HILL WHICH LIES AT THE SOUTH END OF A LARGE MESA
 MT0829'AND IS CONNECTED TO THE MESA BY MEANS OF A SMALL SADDLE.  THE
 MT0829'HILL IS FAIRLY PROMINENT AND HAS VERY LIGHT COLORED SIDES.
 MT0829'
 MT0829'TO REACH FROM THE COURTHOUSE IN ELKO, GO NORTHEAST ON U.S. HIGHWAY
 MT0829'40 FOR 14.8 MILES TO A SMALL TAVERN ON THE RIGHT.  CONTINUE
 MT0829'NORTHEAST ON THE HIGHWAY FOR 1.1 MILES TO A SIDE ROAD LEFT AT A
 MT0829'BOARD GATE.  TURN LEFT THROUGH GATE AND FOLLOW DIRT ROAD NORTHERLY
 MT0829'FOR 3.9 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT (EAST) AND FOLLOW
 MT0829'TRACK ROAD FOR 1.5 MILES TO A FORK AT THE TOP OF A PASS.  TURN
 MT0829'LEFT (NORTHEAST) AND FOLLOW TRACK ROAD FOR 0.2 MILE TO THE
 MT0829'AZIMUTH MARK FROM STATION TRIDAY 1940 ON THE LEFT.  CONTINUE
 MT0829'NORTHEAST ON THE TRACK ROAD FOR 0.8 MILE TO A POINT WHERE THE
 MT0829'ROAD REACHES THE TOP OF THE SOUTHWEST EDGE OF A MESA.  CONTINUE
 MT0829'NORTHEAST ON THE TRACK ROAD FOR 0.2 MILE TO THE TOP OF A RISE.
 MT0829'THE STATION HILL IS VISIBLE FROM THIS POINT AND LIES ABOUT
 MT0829'DUE EAST.  FROM HERE, LEAVE THE TRACK ROAD AND DRIVE CROSS
 MT0829'COUNTRY TO THE EAST FOR ABOUT 0.5 MILE TO THE SMALL SADDLE AT
 MT0829'THE NORTH END OF THE HILL, THEN SOUTH TO TOP OF HILL AND
 MT0829'STATION.
 MT0829'
 MT0829'THE STATION MARK, STAMPED CLOUDY 1957, IS A STANDARD BRONZE DISK
 MT0829'CEMENTED IN THE TOP OF A 6-INCH SOIL PIPE WHICH PROJECTS 6
 MT0829'INCHES.  THE PIPE IS SURROUNDED BY A MASS OF CONCRETE.  IT IS
 MT0829'7 FEET NORTHEAST OF A WHITE WITNESS POST AND IS ON THE HIGHEST
 MT0829'POINT OF THE HILL.
 MT0829'
 MT0829'REFERENCE MARK NO. 1, STAMPED CLOUDY NO 1 1957, IS A STANDARD
 MT0829'BRONZE DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH
 MT0829'WITH THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 MT0829'
 MT0829'REFERENCE MARK NO. 2, STAMPED CLOUDY NO 2 1957, IS A STANDARD
 MT0829'BRONZE DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 MT0829'4 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0677 ***********************************************************************
 LQ0677  DESIGNATION -  CLOVER
 LQ0677  PID         -  LQ0677
 LQ0677  STATE/COUNTY-  NV/ELKO
 LQ0677  USGS QUAD   -  SNOW WATER LAKE (1980)
 LQ0677
 LQ0677                         *CURRENT SURVEY CONTROL
 LQ0677  ___________________________________________________________________
 LQ0677* NAD 83(1994)-  40 52 07.65549(N)    114 58 34.38379(W)     ADJUSTED  
 LQ0677* NAVD 88     -      1725.0    (meters)    5659.     (feet)  VERTCON   
 LQ0677  ___________________________________________________________________
 LQ0677  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 LQ0677  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 LQ0677
 LQ0677  HORZ ORDER  -  THIRD
 LQ0677
 LQ0677.The horizontal coordinates were established by classical geodetic methods
 LQ0677.and adjusted by the National Geodetic Survey in June 1998..
 LQ0677
 LQ0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0677
 LQ0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0677
 LQ0677.The geoid height was determined by GEOID03.
 LQ0677
 LQ0677;                    North         East     Units Scale Factor Converg.
 LQ0677;SPC NV E     - 8,679,253.599   251,175.965   MT  0.99993222   +0 23 50.1
 LQ0677;SPC NV E     -28,475,184.52    824,066.48   sFT  0.99993222   +0 23 50.1
 LQ0677;UTM  11      - 4,526,163.292   670,545.429   MT  0.99995800   +1 19 28.3
 LQ0677
 LQ0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0677!SPC NV E     -   0.99973228  x   0.99993222  =   0.99966452
 LQ0677!UTM  11      -   0.99973228  x   0.99995800  =   0.99969029
 LQ0677
 LQ0677:                Primary Azimuth Mark                     Grid Az
 LQ0677:SPC NV E     -  CLOVER AZ MK                             020 35 44.4
 LQ0677:UTM  11      -  CLOVER AZ MK                             019 40 06.2
 LQ0677
 LQ0677|---------------------------------------------------------------------|
 LQ0677| PID    Reference Object                     Distance      Geod. Az  |
 LQ0677|                                                           dddmmss.s |
 LQ0677| DC9971 CLOVER AZ MK                                       0205934.5 |
 LQ0677| DC9972 CLOVER RM 1                           9.198 METERS 10919     |
 LQ0677| DC9973 CLOVER RM 2                          12.015 METERS 20036     |
 LQ0677| DC9974 CLOVER 2 RM 3                        12.081 METERS 22701     |
 LQ0677| LQ0678 CLOVER 2                              5.500 METERS 28353     |
 LQ0677|---------------------------------------------------------------------|
 LQ0677
 LQ0677                          SUPERSEDED SURVEY CONTROL
 LQ0677
 LQ0677  NAD 83(1994)-  40 52 07.65452(N)    114 58 34.38120(W) AD(       ) 3
 LQ0677  NAD 83(1986)-  40 52 07.65217(N)    114 58 34.37861(W) AD(       ) 3
 LQ0677  NAD 27      -  40 52 07.92570(N)    114 58 31.22804(W) AD(       ) 3
 LQ0677  NGVD 29 (07/19/86) 1723.8    (m)         5656.     (f) VERT ANG       
 LQ0677
 LQ0677.Superseded values are not recommended for survey control.
 LQ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0677.See file dsdata.txt to determine how the superseded data were derived.
 LQ0677
 LQ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF7054526163(NAD 83)
 LQ0677_MARKER: DS = TRIANGULATION STATION DISK
 LQ0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0677_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0677
 LQ0677  HISTORY     - Date     Condition        Report By
 LQ0677  HISTORY     - 1965     MONUMENTED       CGS
 LQ0677  HISTORY     - 1973     GOOD             NGS
 LQ0677
 LQ0677                          STATION DESCRIPTION
 LQ0677
 LQ0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0677'THE STATION IS LOCATED ABOUT 16 MILES SOUTH OF WELLS, ABOUT
 LQ0677'9 MILES NORTH-NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 93
 LQ0677'AND STATE HIGHWAY 11, ABOUT 4 MILES NORTH OF SNOW LAKE AND
 LQ0677'IS ON THE EAST SIDE OF U.S. HIGHWAY 93.
 LQ0677'
 LQ0677'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 93
 LQ0677'AND STATE HIGHWAY 11, WHICH IS ABOUT 27 MILES SOUTH OF WELLS.
 LQ0677'GO NORTH ON U.S. HIGHWAY 93 FOR 8.6 MILES TO SIGN CLOVER
 LQ0677'VALLEY AND A SIDE ROAD LEFT, CONTINUE NORTH ON U.S. HIGHWAY
 LQ0677'93 FOR 3.15 MILES TO THREE WOODEN POSTS AND THE STATION ON
 LQ0677'RIGHT AS DESCRIBED.
 LQ0677'
 LQ0677'STATION IS A STANDARD TRIANGULATION STATION DISK SET IN TOP OF
 LQ0677'A ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND THE
 LQ0677'DISK IS STAMPED CLOVER 1965.  IT IS 68.5 FEET EAST OF CENTER
 LQ0677'LINE OF U.S. HIGHWAY 93 AND 18 FEET EAST OF THE SOUTH ONE OF THREE
 LQ0677'WOODEN POSTS.
 LQ0677'
 LQ0677'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK SET IN
 LQ0677'TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND
 LQ0677'THE DISK IS STAMPED CLOVER NO 1 1965.  IT IS 106.5 FEET EAST
 LQ0677'OF THE CENTER LINE OF U.S. HIGHWAY 93 AND 124 FEET EAST OF
 LQ0677'THE SOUTH ONE OF THREE WOODEN POSTS.
 LQ0677'
 LQ0677'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK SET IN TOP
 LQ0677'OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES AND
 LQ0677'THE DISK IS STAMPED CLOVER NO 2 1965.  IT IS 70 FEET EAST
 LQ0677'OF THE CENTER LINE OF U.S. HIGHWAY 93 AND 37 FEET SOUTHEAST
 LQ0677'OF THE SOUTH ONE OF THREE WOODEN POSTS.
 LQ0677'
 LQ0677'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN THE
 LQ0677'NORTH END OF A CONCRETE CULVERT ABUTMENT AND THE DISK IS STAMPED
 LQ0677'CLOVER 1965.  IT IS 64 FEET SOUTHEAST OF SIGN WARNING ICE
 LQ0677'SNOW DRIFTING, 24 FEET EAST OF CENTER LINE OF U.S. HIGHWAY
 LQ0677'93 AND IS ABOUT 3 FEET LOWER THAN THE SURFACE OF HIGHWAY.
 LQ0677'
 LQ0677'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 LQ0677'HIGHWAY 93 FOR 0.4 MILES TO THE MARK ON RIGHT AS DESCRIBED.
 LQ0677'
 LQ0677'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK
 LQ0677'NO. 2 IS 50.13 FEET OR 15.28 METERS.
 LQ0677'
 LQ0677'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 LQ0677
 LQ0677                          STATION RECOVERY (1973)
 LQ0677
 LQ0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 LQ0677'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 LQ0677'MARK WERE RECOVERED IN THE DESCRIBED AREAS.  BOTH REFERENCE
 LQ0677'MARKS WERE DISTRUBED SLIGHTLY BY PLOWING TO THE EDGE OF THE MARKS.
 LQ0677'THE STATION MARK WAS LEFT UNDISTURBED IN A SMALL ANGLE OF
 LQ0677'UNPLOWED FIELD.  THE STATION WAS MOVED AT THIS TIME AT THE
 LQ0677'REQUEST OF THE LAND OWNER.  THE OLD MONUMENTS WERE REMOVED EXCEPT
 LQ0677'FOR THE UNDERGROUND STATION MARK WHICH IS ABOUT 30 INCHES BELOW
 LQ0677'THE GROUND SURFACE.
 LQ0677'
 LQ0677'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LQ0677'
 LQ0677'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 LQ0677'SOUTH OF WELLS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9054 ***********************************************************************
 AH9054  DESIGNATION -  CLOVER
 AH9054  PID         -  AH9054
 AH9054  STATE/COUNTY-  NV/ELKO
 AH9054  USGS QUAD   -  JAKE CREEK MTN (1965)
 AH9054
 AH9054                         *CURRENT SURVEY CONTROL
 AH9054  ___________________________________________________________________
 AH9054* NAD 83(1994)-  41 07 36.77049(N)    116 53 47.10436(W)     ADJUSTED  
 AH9054* NAVD 88     -      2041.5    (meters)    6698.     (feet)  VERTCON   
 AH9054  ___________________________________________________________________
 AH9054  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 AH9054  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 AH9054
 AH9054  HORZ ORDER  -  THIRD
 AH9054
 AH9054.The horizontal coordinates were established by classical geodetic methods
 AH9054.and adjusted by the National Geodetic Survey in February 1999..
 AH9054
 AH9054.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9054
 AH9054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9054
 AH9054.The geoid height was determined by GEOID03.
 AH9054
 AH9054;                    North         East     Units Scale Factor Converg.
 AH9054;SPC NV E     - 8,708,565.979    89,745.223   MT  1.00004956   -0 51 49.5
 AH9054;SPC NV E     -28,571,353.55    294,439.12   sFT  1.00004956   -0 51 49.5
 AH9054;UTM  11      - 4,552,847.347   508,694.689   MT  0.99960093   +0 04 05.3
 AH9054
 AH9054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9054!SPC NV E     -   0.99968289  x   1.00004956  =   0.99973243
 AH9054!UTM  11      -   0.99968289  x   0.99960093  =   0.99928395
 AH9054
 AH9054                          SUPERSEDED SURVEY CONTROL
 AH9054
 AH9054  NGVD 29 (02/26/99) 2040.4    (m)         6694.     (f) VERT ANG       
 AH9054
 AH9054.Superseded values are not recommended for survey control.
 AH9054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9054.See file dsdata.txt to determine how the superseded data were derived.
 AH9054
 AH9054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF0869552847(NAD 83)
 AH9054_MARKER: DS = TRIANGULATION STATION DISK
 AH9054_SETTING: 66 = SET IN ROCK OUTCROP
 AH9054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9054+STABILITY: POSITION/ELEVATION WELL
 AH9054
 AH9054  HISTORY     - Date     Condition        Report By
 AH9054  HISTORY     - 1964     MONUMENTED       USGS
 AH9054
 AH9054                          STATION DESCRIPTION
 AH9054
 AH9054'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH9054'LOCATED ABOUT 10 MI. (AIRLINE) SW. OF MIDAS, ABOUT 3 MI. SE. OF UPPER
 AH9054'CLOVER RANCH, ON HIGHEST POINT OF TOP. STATION REACHED BY HELICOPTER.
 AH9054'STATION MARK--STANDARD TABLET STAMPED---CLOVER 1964---, SET IN
 AH9054'BEDROCK. REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET SET IN
 AH9054'ROCK 32.93 FT. FROM STATION MARK IN DIRECT 139 DEGREES 20 MINUTES.
 AH9054'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET SET IN ROCK 30.58
 AH9054'FT. FROM STATION MARK IN DIRECT 232 DEGREES 15 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0896 ***********************************************************************
 LR0896  DESIGNATION -  CLURO
 LR0896  PID         -  LR0896
 LR0896  STATE/COUNTY-  NV/EUREKA
 LR0896  USGS QUAD   -  SCOTTS GULCH (1985)
 LR0896
 LR0896                         *CURRENT SURVEY CONTROL
 LR0896  ___________________________________________________________________
 LR0896* NAD 83(1994)-  40 37 20.46695(N)    116 17 19.55129(W)     ADJUSTED  
 LR0896* NAVD 88     -      1916.7    (meters)    6288.     (feet)  VERTCON   
 LR0896  ___________________________________________________________________
 LR0896  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 LR0896  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 LR0896
 LR0896  HORZ ORDER  -  SECOND
 LR0896
 LR0896.The horizontal coordinates were established by classical geodetic methods
 LR0896.and adjusted by the National Geodetic Survey in June 1998..
 LR0896
 LR0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0896
 LR0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0896
 LR0896.The geoid height was determined by GEOID03.
 LR0896
 LR0896;                    North         East     Units Scale Factor Converg.
 LR0896;SPC NV E     - 8,651,951.086   140,316.710   MT  0.99994383   -0 27 33.5
 LR0896;SPC NV E     -28,385,609.52    460,355.74   sFT  0.99994383   -0 27 33.5
 LR0896;UTM  11      - 4,497,079.019   560,156.360   MT  0.99964454   +0 27 47.1
 LR0896
 LR0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0896!SPC NV E     -   0.99970246  x   0.99994383  =   0.99964631
 LR0896!UTM  11      -   0.99970246  x   0.99964454  =   0.99934711
 LR0896
 LR0896|---------------------------------------------------------------------|
 LR0896| PID    Reference Object                     Distance      Geod. Az  |
 LR0896|                                                           dddmmss.s |
 LR0896| DC9976 CLURO RM 1                            9.357 METERS 12356     |
 LR0896| DC9977 CLURO RM 2                            8.065 METERS 17825     |
 LR0896|---------------------------------------------------------------------|
 LR0896
 LR0896                          SUPERSEDED SURVEY CONTROL
 LR0896
 LR0896  NAD 83(1986)-  40 37 20.47034(N)    116 17 19.54465(W) AD(       ) 2
 LR0896  NAD 27      -  40 37 20.77070(N)    116 17 16.25540(W) AD(       ) 2
 LR0896  NGVD 29 (07/19/86) 1915.6    (m)         6285.     (f) VERT ANG       
 LR0896
 LR0896.Superseded values are not recommended for survey control.
 LR0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0896.See file dsdata.txt to determine how the superseded data were derived.
 LR0896
 LR0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE6015697079(NAD 83)
 LR0896_MARKER: DS = TRIANGULATION STATION DISK
 LR0896_SETTING: 80 = SET IN A BOULDER
 LR0896_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LR0896
 LR0896  HISTORY     - Date     Condition        Report By
 LR0896  HISTORY     - 1958     MONUMENTED       CGS
 LR0896
 LR0896                          STATION DESCRIPTION
 LR0896
 LR0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0896'THE STATION IS 12 MILES SOUTHWEST OF CARLIN, 3 MILES
 LR0896'NORTH-NORTHEAST OF THE CLURO RAILROAD SIDING, 3 MILES
 LR0896'SOUTH-SOUTHWEST OF THE SUMMIT OF EMIGRANT PASS, 2 MILES SOUTH
 LR0896'OF THE PRIMEAUX MAINTENANCE STATION AND ON THE SUMMIT OF THE
 LR0896'SOUTHWEST ONE OF TWO PROMINENT ROCKY OUTCROPS ABOUT 1.25 MILES
 LR0896'SOUTHWEST OF THE HIGHEST POINT OF THE HILLS SOUTH OF THE
 LR0896'HIGHWAY WHERE IT PASSES OVER THE SUMMIT OF EMIGRANT PASS.
 LR0896'
 LR0896'TO REACH THE STATION FROM THE SUMMIT OF EMIGRANT PASS GO WEST
 LR0896'ON U.S. HIGHWAY 40 FOR 0.7 MILE TO A SERVICE STATION, CAFE
 LR0896'AND BAR ON THE LEFT, SOUTH SIDE OF THE HIGHWAY, CONTINUE 0.1
 LR0896'MILE TO A WIRE GATE ON THE LEFT, TURN LEFT, SOUTH, THROUGH
 LR0896'THE GATE AND FOLLOW THE TRACK ROAD SOUTHERLY ALONG THE WEST
 LR0896'SIDE OF THE FENCE FOR 0.8 MILE TO THE SUMMIT OF THE PASS OVER
 LR0896'THE RIDGE, CONTINUE ON THE TRACK ROAD SOUTHERLY FOR 0.5 MILE
 LR0896'TO FORKS WHERE THE MAIN ROAD GOES TO THE LEFT, TURN RIGHT AND
 LR0896'FOLLOW THE OLD ROAD DOWN THE WEST SIDE OF THE DRAW FOR 0.3
 LR0896'MILE TO A POINT WHERE THE WASH BROADENS OUT AND ANOTHER WASH
 LR0896'COMES IN FROM THE LEFT.  HERE TURN UP THE LEFT HAND WASH
 LR0896'TO THE SUMMIT OF THE RIDGE BETWEEN TWO PROMINENT HILLS AND
 LR0896'A FENCE LINE.  TURN RIGHT THROUGH THE FENCE AND PICK THE
 LR0896'BEST ROUTE TO THE SOUTHWEST ONE OF TWO POINTS AND THE
 LR0896'STATION SITE.  THE LAST TRAVEL IS ABOUT 0.4 MILE.  A 4 WHEEL
 LR0896'DRIVE STATION.
 LR0896'
 LR0896'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 LR0896'CEMENT IN DRILL HOLES IN BOULDERS AND STAMPED CLURO 1958 WITH
 LR0896'THE REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8035 ***********************************************************************
 AH8035  DESIGNATION -  CLURO
 AH8035  PID         -  AH8035
 AH8035  STATE/COUNTY-  NV/EUREKA
 AH8035  USGS QUAD   -  SCOTTS GULCH (1985)
 AH8035
 AH8035                         *CURRENT SURVEY CONTROL
 AH8035  ___________________________________________________________________
 AH8035* NAD 83(1994)-  40 30 09.10112(N)    116 19 05.17107(W)     ADJUSTED  
 AH8035* NAVD 88     -      2009.7    (meters)    6593.     (feet)  VERTCON   
 AH8035  ___________________________________________________________________
 AH8035  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 AH8035  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 AH8035
 AH8035  HORZ ORDER  -  THIRD
 AH8035
 AH8035.The horizontal coordinates were established by classical geodetic methods
 AH8035.and adjusted by the National Geodetic Survey in February 1999..
 AH8035
 AH8035.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8035
 AH8035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8035
 AH8035.The geoid height was determined by GEOID03.
 AH8035
 AH8035;                    North         East     Units Scale Factor Converg.
 AH8035;SPC NV E     - 8,638,666.664   137,723.508   MT  0.99994772   -0 28 38.0
 AH8035;SPC NV E     -28,342,025.55    451,847.88   sFT  0.99994772   -0 28 38.0
 AH8035;UTM  11      - 4,483,758.658   557,777.803   MT  0.99964109   +0 26 34.4
 AH8035
 AH8035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8035!SPC NV E     -   0.99968792  x   0.99994772  =   0.99963566
 AH8035!UTM  11      -   0.99968792  x   0.99964109  =   0.99932913
 AH8035
 AH8035|---------------------------------------------------------------------|
 AH8035| PID    Reference Object                     Distance      Geod. Az  |
 AH8035|                                                           dddmmss.s |
 AH8035| AH8090 CLURO RM 1                            8.199 METERS 01209     |
 AH8035| AH8091 CLURO RM 2                           15.898 METERS 08444     |
 AH8035|---------------------------------------------------------------------|
 AH8035
 AH8035                          SUPERSEDED SURVEY CONTROL
 AH8035
 AH8035  NGVD 29 (02/26/99) 2008.6    (m)         6590.     (f) VERT ANG       
 AH8035
 AH8035.Superseded values are not recommended for survey control.
 AH8035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8035.See file dsdata.txt to determine how the superseded data were derived.
 AH8035
 AH8035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE5777883759(NAD 83)
 AH8035_MARKER: DS = TRIANGULATION STATION DISK
 AH8035_SETTING: 66 = SET IN ROCK OUTCROP
 AH8035_PROJECTION: FLUSH
 AH8035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8035+STABILITY: POSITION/ELEVATION WELL
 AH8035
 AH8035  HISTORY     - Date     Condition        Report By
 AH8035  HISTORY     - 1956     MONUMENTED       USGS
 AH8035
 AH8035                          STATION DESCRIPTION
 AH8035
 AH8035'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AH8035'LOCATED ABOUT 18 MI SW. OF CARLIN, 10.4 MI SE. OF BEOWAVE, 5 MI S. OF
 AH8035'CLURO SIDING. ON TOP OF FLAT-TOPPED, GRASS-COVERED HILL.
 AH8035'TO REACH FROM BEOWAVE RR, STATION, DRIVE 0.2 MI S. ALONG STATE HWY. 21
 AH8035'TO RD. FORKS. TAKE LEFT FORK 0.2 MI S. TO RD. FORKS. TAKE LEFT FORK E.
 AH8035'ACROSS BRIDGE OVER DITCH. TURN RIGHT (WE.) ALONG GRAVEL RD. ON SOUTH
 AH8035'SIDE OF RR. 2.7 MI TO RD. FORKS. TAKE LEFT FORK ALONG GRAVEL RD. 3.3
 AH8035'MI TO RD. FORKS. TAKE RIGHT FORK 0.3 MI S. TO RD. FORKS. TAKE LEFT
 AH8035'FORK E. ALONG RD. ON SOUTH SIDE OF FENCE 2.6 MI TO X-RDS. CONTINUE 3
 AH8035'MI E. ALONG TRACK RD. OVER DIVIDE AND ALONG CREEK TO TOP OF SECOND
 AH8035'DIVIDE AND RD. FORKS. TAKE RIGHT FORK 4.1 MI SE. THEN S. TURN RIGHT
 AH8035'(W.) ALONG DIM TRACK RD. TO BASE OF RIDGE. CONTINUE W. THEN NW. ALONG
 AH8035'TOP OF GRASSY RIDGE TO TOP OF HILL AND STATION.
 AH8035'STATION MARK--STANDARD TABLET STAMPED---CLURO 1956, CEMENTED IN TOP OF
 AH8035'ROCK OUTCROP.
 AH8035'RM 1--STANDARD RM TABLET STAMPED---NO 1 1956---, CEMENTED IN DRILL
 AH8035'HOLE IN TOP OF BOULDER.
 AH8035'RM 2--STANDARD RM TABLET STAMPED---NO 2 1959---, CEMENTED IN ROCK
 AH8035'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5110 ***********************************************************************
 AI5110  DESIGNATION -  CNLV
 AI5110  PID         -  AI5110
 AI5110  STATE/COUNTY-  NV/CLARK
 AI5110  USGS QUAD   -  LAS VEGAS NW (1983)
 AI5110
 AI5110                         *CURRENT SURVEY CONTROL
 AI5110  ___________________________________________________________________
 AI5110* NAD 83(1999)-  36 12 44.08276(N)    115 07 34.20091(W)     ADJUSTED  
 AI5110* NAVD 88     -       588.5    (meters)    1931.     (feet)  GPS OBS   
 AI5110  ___________________________________________________________________
 AI5110  EPOCH DATE  -        1999.37
 AI5110  X           -  -2,187,849.158 (meters)                     COMP
 AI5110  Y           -  -4,665,010.498 (meters)                     COMP
 AI5110  Z           -   3,747,550.218 (meters)                     COMP
 AI5110  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AI5110  ELLIP HEIGHT-         560.48  (meters)          (05/16/00) GPS OBS
 AI5110  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AI5110
 AI5110  HORZ ORDER  -  A
 AI5110  ELLP ORDER  -  FOURTH    CLASS I
 AI5110
 AI5110.The horizontal coordinates were established by GPS observations
 AI5110.and adjusted by the National Geodetic Survey in May 2000..
 AI5110.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI5110.DATUM ITEM on the data sheet items page.
 AI5110.The horizontal coordinates are valid at the epoch date displayed above.
 AI5110.The epoch date for horizontal control is a decimal equivalence
 AI5110.of Year/Month/Day.
 AI5110
 AI5110.The orthometric height was determined by GPS observations and a
 AI5110.high-resolution geoid model.
 AI5110
 AI5110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5110
 AI5110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5110
 AI5110.The ellipsoidal height was determined by GPS observations
 AI5110.and is referenced to NAD 83.
 AI5110
 AI5110.The geoid height was determined by GEOID03.
 AI5110
 AI5110;                    North         East     Units Scale Factor Converg.
 AI5110;SPC NV E     - 8,162,315.935   241,105.097   MT  0.99992081   +0 16 12.3
 AI5110;SPC NV E     -26,779,198.20    791,025.64   sFT  0.99992081   +0 16 12.3
 AI5110;UTM  11      - 4,009,117.526   668,439.572   MT  0.99994959   +1 06 26.2
 AI5110
 AI5110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5110!SPC NV E     -   0.99991204  x   0.99992081  =   0.99983286
 AI5110!UTM  11      -   0.99991204  x   0.99994959  =   0.99986164
 AI5110
 AI5110                          SUPERSEDED SURVEY CONTROL
 AI5110
 AI5110.No superseded survey control is available for this station.
 AI5110
 AI5110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6844009118(NAD 83)
 AI5110_MARKER: Z = SEE DESCRIPTION
 AI5110_SETTING: 0 = UNSPECIFIED SETTING
 AI5110_MARK LOGO: NV0150
 AI5110_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5110+STABILITY: SURFACE MOTION
 AI5110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5110+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 AI5110
 AI5110  HISTORY     - Date     Condition        Report By
 AI5110  HISTORY     - 1999     MONUMENTED       NV0150
 AI5110  HISTORY     - 20000501 GOOD             NV0150
 AI5110
 AI5110                          STATION DESCRIPTION
 AI5110
 AI5110'DESCRIBED BY CITY OF NORTH LAS VEGAS NEVADA 1999
 AI5110'THE STATION IS LOCATED IN NORTH LAS VEGAS, NEAR THE INTERSECTION OF
 AI5110'FORT SUMTER DRIVE AND BROOKS AVENUE.  THE PROPERTY IS OWNED BY THE
 AI5110'CITY OF NORTH LAS VEGAS, PUBLIC WORKS DEPARTMENT, MAINTENANCE
 AI5110'OPERATIONS DIVISION.  2829 N.  FORT SUMTER DRIVE, N.  LAS VEGAS, NV.
 AI5110'89030.  TELEPHONE 702-633-1275.  TO REACH THE STATION FROM THE
 AI5110'JUNCTION FO INTERSTATE 15 AND U.S.  HIGHWAY 95 TRAVEL NORTH ALONG
 AI5110'INTERSTATE 15 FOR 3.5 MILES (5.6 KM) TO THE CHEYENNE EAST EXIT.  GO
 AI5110'EAST ON CHEYENNE FOR 0.1 MILE (0.2 KM) TO THE INTERSECTION OF CIVIC
 AI5110'CENTER DRIVE.  GO SOUTH ON CIVIC CENTER DRIVE FOR 0.2 MILE (0.3 KM) TO
 AI5110'BROOKS AVENNE, THEN WEST ON BROOKS AVE FOR 0.2 MILE (0.3 KM) PAST FORT
 AI5110'SUMTER DRIVE TO THE MAINTAINCE OPERATIONS BUILDING.  THE STATION IS A
 AI5110'PERMANENT L1/L2 TRIMBLE ANTENNA MOUNTED TO THE INSIDE FACE OF THE WEST
 AI5110'EXTERIOR WALL OF THE MAINTENANCE OPERATIONS DIVISION BUILDING AT 2829
 AI5110'NORTH FORT SUMTER DRIVE.  DESCRIBED BY DUANE C. PRICE, TELEPHONE
 AI5110'702-633-1309.
 AI5110
 AI5110                          STATION RECOVERY (2000)
 AI5110
 AI5110'RECOVERY NOTE BY CITY OF NORTH LAS VEGAS NEVADA 2000 (DCP)
 AI5110'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0352 ***********************************************************************
 HP0352  DESIGNATION -  COAL
 HP0352  PID         -  HP0352
 HP0352  STATE/COUNTY-  NV/LINCOLN
 HP0352  USGS QUAD   -  SEAMAN WASH (1980)
 HP0352
 HP0352                         *CURRENT SURVEY CONTROL
 HP0352  ___________________________________________________________________
 HP0352* NAD 83(1994)-  37 50 24.83756(N)    115 14 49.61732(W)     ADJUSTED  
 HP0352* NAVD 88     -      1615.2    (meters)    5299.     (feet)  VERTCON   
 HP0352  ___________________________________________________________________
 HP0352  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 HP0352  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 HP0352
 HP0352  HORZ ORDER  -  SECOND
 HP0352
 HP0352.The horizontal coordinates were established by classical geodetic methods
 HP0352.and adjusted by the National Geodetic Survey in June 1998..
 HP0352
 HP0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0352
 HP0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0352
 HP0352.The geoid height was determined by GEOID03.
 HP0352
 HP0352;                    North         East     Units Scale Factor Converg.
 HP0352;SPC NV E     - 8,342,925.291   229,591.838   MT  0.99991078   +0 12 22.5
 HP0352;SPC NV E     -27,371,747.39    753,252.56   sFT  0.99991078   +0 12 22.5
 HP0352;UTM  11      - 4,189,536.366   654,237.833   MT  0.99989301   +1 04 31.9
 HP0352
 HP0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0352!SPC NV E     -   0.99975043  x   0.99991078  =   0.99966123
 HP0352!UTM  11      -   0.99975043  x   0.99989301  =   0.99964346
 HP0352
 HP0352:                Primary Azimuth Mark                     Grid Az
 HP0352:SPC NV E     -  P 115                                    030 30 19.8
 HP0352:UTM  11      -  P 115                                    029 38 10.4
 HP0352
 HP0352|---------------------------------------------------------------------|
 HP0352| PID    Reference Object                     Distance      Geod. Az  |
 HP0352|                                                           dddmmss.s |
 HP0352| HP0121 P 115                                              0304242.3 |
 HP0352| DC9978 COAL RM 1                             6.079 METERS 16625     |
 HP0352| DC9979 COAL RM 2                             7.614 METERS 32929     |
 HP0352|---------------------------------------------------------------------|
 HP0352
 HP0352                          SUPERSEDED SURVEY CONTROL
 HP0352
 HP0352  NAD 83(1994)-  37 50 24.83210(N)    115 14 49.61872(W) AD(       ) 2
 HP0352  NAD 83(1986)-  37 50 24.83210(N)    115 14 49.61237(W) AD(       ) 2
 HP0352  NAD 27      -  37 50 24.99000(N)    115 14 46.51900(W) AD(       ) 2
 HP0352  NGVD 29 (07/19/86) 1614.2    (m)         5296.     (f) VERT ANG       
 HP0352
 HP0352.Superseded values are not recommended for survey control.
 HP0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0352.See file dsdata.txt to determine how the superseded data were derived.
 HP0352
 HP0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB5423889536(NAD 83)
 HP0352_MARKER: DS = TRIANGULATION STATION DISK
 HP0352_SETTING: 66 = SET IN ROCK OUTCROP
 HP0352_SP_SET: PARTIALLY EXPOSED BEDROCK
 HP0352
 HP0352  HISTORY     - Date     Condition        Report By
 HP0352  HISTORY     - 1944     MONUMENTED       CGS
 HP0352  HISTORY     - 1954     GOOD             CGS
 HP0352  HISTORY     - 1955     GOOD             CGS
 HP0352
 HP0352                          STATION DESCRIPTION
 HP0352
 HP0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0352'STATION IS LOCATED ABOUT 20 MILES (AIR LINE) N OF CRYSTAL
 HP0352'SPRINGS, ABOUT 12 MILES NNW OF WHITE RIVER, ON A LOW RIDGE
 HP0352'AT THE SE EDGE OF COAL VALLEY.  IT IS ON THE N END OF THE
 HP0352'LOW RIDGE.  THE RIDGE IS MUCH HIGHER TO THE S OF STATION
 HP0352'AND SLOPES OFF TO N INTO COAL VALLEY.
 HP0352'
 HP0352'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK 1/2 INCH
 HP0352'BELOW THE GROUND.  IT IS STAMPED COAL 1944.
 HP0352'
 HP0352'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0352'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  IT IS STAMPED
 HP0352'COAL NO 1 1944.
 HP0352'
 HP0352'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0352'PROJECTING ABOUT 2 FEET ABOVE THE GROUND.  IT IS STAMPED
 HP0352'COAL NO 2 1944.
 HP0352'
 HP0352'DIABLO 60 MIGHT SERVE AS AN AZIMUTH MARK FOR THIS STATION.
 HP0352'
 HP0352'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 25
 HP0352'AND 38A AT CRYSTAL SPRINGS, GO N ON STATE HIGHWAY 38A FOR
 HP0352'8.1 MILES TO ROAD FORKS.  TAKE RIGHT FORK AND CONTINUE ON
 HP0352'HIGHWAY 38A FOR 9.7 MILES TO FORKS OR S LEG OF Y OF ROAD
 HP0352'TURNING LEFT UP SEAMANS WASH.  TAKE LEFT FORK AND GO W UP
 HP0352'SEAMANS WASH FOR 8.3 MILES TO ROAD FORKS.  TAKE LEFT FORK AND
 HP0352'FOLLOW MAIN ROAD FOR 2.2 MILES.  HERE TURN LEFT AND DRIVE SW
 HP0352'ACROSS COUNTRY FOR 0.7 MILE TO A LOW SADDLE, PASSING TO
 HP0352'LEFT OF FIRST LOW RIDGE.  FROM SADDLE PACK SW FOR ABOUT
 HP0352'0.15 MILE TO HIGHEST POINT OF RIDGE AND STATION.
 HP0352'
 HP0352'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HP0352
 HP0352                          STATION RECOVERY (1954)
 HP0352
 HP0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0352'RECOVERED.  THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED
 HP0352'IN GOOD CONDITION AS DESCRIBED.           THE DESCRIPTION
 HP0352'IS ADEQUATE AND COMPLETE.
 HP0352
 HP0352                          STATION RECOVERY (1955)
 HP0352
 HP0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 HP0352'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 HP0352'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE, BUT
 HP0352'DUE TO NEW HIGHWAY DESIGNATIONS, THE COMPLETE ROUTE TO THE
 HP0352'STATION FOLLOWS--
 HP0352'
 HP0352'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 93 AND STATE
 HP0352'HIGHWAY 38 (1 MI. SE OF CRYSTAL SPRINGS, 43 MI. W OF CALIENTE,
 HP0352'AND 12.4 MI. N OF ALAMO), GO W AND N ON STATE HIGHWAY 38
 HP0352'FOR 2.6 MI.  THE HIKO POST OFFICE IS 0.1 MI. E OF THE HIGHWAY
 HP0352'AT THIS POINT.  CONTINUE ON STATE HIGHWAY 38 FOR 2.7 MI. TO THE
 HP0352'END OF THE PAVEMENT, THENCE ON STATE HIGHWAY 38 (GRAVEL ROAD)
 HP0352'FOR 3.25 MI. TO A JUNCTION, KEEP RIGHT AS PER SIGN ELY AND GO
 HP0352'9.7 MI.  TO A FORK.  TAKE THE LEFT FORK NW (THIS IS A ROAD WHICH
 HP0352'WILL GO UP SEAMANS WASH) AND GO 8.3 MI. TO A FORK.  TAKE THE LEFT
 HP0352'FORK FOR 2.1 MI.* TO DIM TRACKS LEFT.  TURN LEFT ON THE DIM
 HP0352'TRACKS AND GO SW TOWARDS THE STATION RIDGE FOR 0.75 MI. TO THE
 HP0352'END OF TRUCK TRAVEL.  PACK W UP THE ROCKY SLOPE FOR ABOUT
 HP0352'THREE MINUTES TO THE STATION.  CONVENTIONAL DRIVE VEHICLE.
 HP0352'
 HP0352'*BENCH MARK P 115 (AZIMUTH) IS AT THE CURVE IN THE ROAD,
 HP0352'0.45 MI. BEYOND THE TURNOFF DESIGNATED ABOVE AT 2.1 MI.  IT
 HP0352'IS 13 PACES SW OF THE CENTER OF THE DIRT ROAD, AND MARKED
 HP0352'BY A WHITE WITNESS POST.  THE MARK, A STANDARD DISK, STAMPED
 HP0352'P 115 1934, IS IN A CONCRETE POST PROJECTING ABOUT 10 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0870 ***********************************************************************
 MT0870  DESIGNATION -  COAL MINE
 MT0870  PID         -  MT0870
 MT0870  STATE/COUNTY-  NV/ELKO
 MT0870  USGS QUAD   -  COAL MINE BASIN (1982)
 MT0870
 MT0870                         *CURRENT SURVEY CONTROL
 MT0870  ___________________________________________________________________
 MT0870* NAD 83(1994)-  41 11 08.09077(N)    115 39 20.54100(W)     ADJUSTED  
 MT0870* NAVD 88     -      2347.1    (meters)    7700.     (feet)  VERTCON   
 MT0870  ___________________________________________________________________
 MT0870  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 MT0870  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 MT0870
 MT0870  HORZ ORDER  -  THIRD
 MT0870
 MT0870.The horizontal coordinates were established by classical geodetic methods
 MT0870.and adjusted by the National Geodetic Survey in June 1998..
 MT0870
 MT0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0870
 MT0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0870
 MT0870.The geoid height was determined by GEOID03.
 MT0870
 MT0870;                    North         East     Units Scale Factor Converg.
 MT0870;SPC NV E     - 8,714,255.857   193,928.644   MT  0.99990045   -0 02 51.6
 MT0870;SPC NV E     -28,590,021.09    636,247.56   sFT  0.99990045   -0 02 51.6
 MT0870;UTM  11      - 4,560,229.628   612,740.889   MT  0.99975643   +0 53 07.1
 MT0870
 MT0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0870!SPC NV E     -   0.99963474  x   0.99990045  =   0.99953522
 MT0870!UTM  11      -   0.99963474  x   0.99975643  =   0.99939126
 MT0870
 MT0870|---------------------------------------------------------------------|
 MT0870| PID    Reference Object                     Distance      Geod. Az  |
 MT0870|                                                           dddmmss.s |
 MT0870| CS8449 COAL MINE RM 2                       12.101 METERS 23851     |
 MT0870| CS8450 COAL MINE RM 1                        7.650 METERS 25517     |
 MT0870|---------------------------------------------------------------------|
 MT0870
 MT0870                          SUPERSEDED SURVEY CONTROL
 MT0870
 MT0870  NAD 83(1986)-  41 11 08.08980(N)    115 39 20.53305(W) AD(       ) 3
 MT0870  NGVD 29 (11/02/93) 2345.8    (m)         7696.     (f) VERT ANG       
 MT0870
 MT0870.Superseded values are not recommended for survey control.
 MT0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0870.See file dsdata.txt to determine how the superseded data were derived.
 MT0870
 MT0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF1274160230(NAD 83)
 MT0870_MARKER: DS = TRIANGULATION STATION DISK
 MT0870_SETTING: 66 = SET IN ROCK OUTCROP
 MT0870_SP_SET: PARTIALLY EXPOSED BEDROCK
 MT0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0870
 MT0870  HISTORY     - Date     Condition        Report By
 MT0870  HISTORY     - 1933     MONUMENTED       USGS
 MT0870  HISTORY     - 1971     GOOD             USGS
 MT0870
 MT0870                          STATION DESCRIPTION
 MT0870
 MT0870'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 MT0870'SEE 1971 RECOVERY FOR LOCATED.
 MT0870'
 MT0870'TO REACH FROM RYNDON AT U.S. HWY. 40 ON COAL MINE PASS RD., GO
 MT0870'17.6 MI NW. TO RIGHT-HAND FORK IN BOTTOM OF CANYON ABOUT 1 MI E.
 MT0870'OF SUMMIT OF PASS.  CONTINUE 2.3 MI NE. TO SADDLE.  HIKE ABOUT 1 MI
 MT0870'NNW. ACROSS TWO RIDGES TO STATION.  THERE IS A LEAD PROSPECT HOLE
 MT0870'CLAIMED BY PARKER ABOUT 200 FT S. OF STATION.
 MT0870'
 MT0870'STATION MARK--STANDARD BRONZE TABLET STAMPED---COAL MINE 1933---,
 MT0870'CEMENTED IN SLOPING BEDROCK ABOUT 0.5 FT BELOW SURFACE.
 MT0870'
 MT0870'RM 1--STANDARD RM TABLET STAMPED---COAL MINE NO 1 1933---, CEMENTED
 MT0870'IN ROCK OUTCROP.
 MT0870'
 MT0870'RM 2--STANDARD RM TABLET STAMPED---COAL MINE NO 2 1933---, CEMENTED
 MT0870'IN ROCK OUTCROP.
 MT0870
 MT0870                          STATION RECOVERY (1971)
 MT0870
 MT0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MT0870'RECOVERED AS DESCRIBED BY USGS.  STATION REACHED BY HELICOPTER.
 MT0870'
 MT0870'LOCATED ABOUT 25 MI NNE. OF ELKO, 22 MI SE. OF NORTH FORK, 20 MI
 MT0870'NW. OF HALLECK, 10 MI ENE. OF JCT. OF STATE HWYS. 11 AND 51.  ON
 MT0870'ROUNDED BARE TOP AT NORTH END OF ADOBE RANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3460 ***********************************************************************
 AA3460  FBN         -  This is a Federal Base Network Control Station.
 AA3460  DESIGNATION -  COALDALE 2
 AA3460  PID         -  AA3460
 AA3460  STATE/COUNTY-  NV/ESMERALDA
 AA3460  USGS QUAD   -  COALDALE (1980)
 AA3460
 AA3460                         *CURRENT SURVEY CONTROL
 AA3460  ___________________________________________________________________
 AA3460* NAD 83(1999)-  38 01 51.27440(N)    117 53 07.93017(W)     ADJUSTED  
 AA3460* NAVD 88     -      1416.0    (meters)    4646.     (feet)  GPS OBS   
 AA3460  ___________________________________________________________________
 AA3460  EPOCH DATE  -        1999.37
 AA3460  X           -  -2,353,224.940 (meters)                     COMP
 AA3460  Y           -  -4,447,182.881 (meters)                     COMP
 AA3460  Z           -   3,909,003.653 (meters)                     COMP
 AA3460  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 AA3460  ELLIP HEIGHT-        1390.55  (meters)          (05/16/00) GPS OBS
 AA3460  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AA3460
 AA3460  HORZ ORDER  -  A
 AA3460  ELLP ORDER  -  FOURTH    CLASS I
 AA3460
 AA3460.The horizontal coordinates were established by GPS observations
 AA3460.and adjusted by the National Geodetic Survey in May 2000..
 AA3460.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3460.DATUM ITEM on the data sheet items page.
 AA3460.The horizontal coordinates are valid at the epoch date displayed above.
 AA3460.The epoch date for horizontal control is a decimal equivalence
 AA3460.of Year/Month/Day.
 AA3460
 AA3460.The orthometric height was determined by GPS observations and a
 AA3460.high-resolution geoid model.
 AA3460
 AA3460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3460
 AA3460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3460
 AA3460.The ellipsoidal height was determined by GPS observations
 AA3460.and is referenced to NAD 83.
 AA3460
 AA3460.The geoid height was determined by GEOID03.
 AA3460
 AA3460;                    North         East     Units Scale Factor Converg.
 AA3460;SPC NV W     - 4,364,263.965   861,257.752   MT  0.99994620   +0 25 47.7
 AA3460;SPC NV W     -14,318,422.69  2,825,643.14   sFT  0.99994620   +0 25 47.7
 AA3460;UTM  11      - 4,209,614.528   422,284.182   MT  0.99967439   -0 32 44.1
 AA3460
 AA3460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3460!SPC NV W     -   0.99978185  x   0.99994620  =   0.99972806
 AA3460!UTM  11      -   0.99978185  x   0.99967439  =   0.99945631
 AA3460
 AA3460                          SUPERSEDED SURVEY CONTROL
 AA3460
 AA3460  NAD 83(1994)-  38 01 51.27278(N)    117 53 07.92711(W) AD(       ) B
 AA3460  ELLIP H (03/30/95) 1390.63   (m)                       GP(       ) 4 1
 AA3460
 AA3460.Superseded values are not recommended for survey control.
 AA3460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3460.See file dsdata.txt to determine how the superseded data were derived.
 AA3460
 AA3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC2228409615(NAD 83)
 AA3460_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3460_STAMPING: COALDALE 2 1988
 AA3460_MARK LOGO: NOAA  
 AA3460_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3460+STABILITY: SURFACE MOTION
 AA3460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3460+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1998
 AA3460
 AA3460  HISTORY     - Date     Condition        Report By
 AA3460  HISTORY     - 1988     MONUMENTED       NGS
 AA3460  HISTORY     - 19940304 GOOD             NGS
 AA3460  HISTORY     - 19981207 GOOD             NGS
 AA3460
 AA3460                          STATION DESCRIPTION
 AA3460
 AA3460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 AA3460'THE STATION IS A STANDARD NOAA DISK STAMPED--COALDALE 2 1988--, SET IN
 AA3460'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 06 CM
 AA3460'ABOVE THE GROUND WITH SAND, LOCATED 102 SSW FROM SOUTHERLY EDGE OF
 AA3460'LARGE DRAINAGE CHANNEL.  THE UNDERGROUND MARK IS A STANDARD NOAA DISK
 AA3460'STAMPED COALDALE 2 1988 SET INTO AN IRREGULAR MASS OF CONCRETE 2.5 FT
 AA3460'(0.8 M) BELOW THE SURFACE.
 AA3460' 
 AA3460'REFERENCE MARK NO 3 IS A STANDARD NOAA DISK STAMPED--COALDALE 2 RM
 AA3460'3--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AA3460'DIAMETER RECESSED 5.8 CM ABOVE THE GROUND IN SAND.
 AA3460' 
 AA3460'REFERENCE MARK NO 4 IS A STANDARD NOAA DISK STAMPED--COALDALE 2 RM
 AA3460'4--, SET IN SAND.
 AA3460
 AA3460                          STATION RECOVERY (1994)
 AA3460
 AA3460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 AA3460'STATION IS LOCATED ABOUT 60 KM (37.30 MI) WEST OF TONOPAH, AT COALDALE
 AA3460'JUNCTION, IN A LARGE OPEN AREA, BETWEEN AN OLD ROADBED AND A WASH, IN
 AA3460'CENTRAL SECTION 17, T 2 N, R 37 E.  OWNERSHIP--STATE DEPARTMENT OF
 AA3460'TRANSPORTATION. TO REACH FROM THE JUNCTION OF US HIGHWAYS 6 AND 95 AT
 AA3460'COALDALE JUNCTION, GO EAST ON HIGHWAYS 6 AND 95 FOR 0.12 KM (0.05 MI)
 AA3460'TO THE STATION ON THE LEFT. STATION MARK IS A DISK SET IN THE TOP OF A
 AA3460'30-CM ROUND CONCRETE POST PROJECTING 2 CM ABOVE GROUND.  IT IS 52.1 M
 AA3460'(170.9 FT) NORTHEAST OF THE HIGHWAY EDGE, 19 M (62.3 FT) NORTH OF THE
 AA3460'OLD ROADBED EDGE, 30 M (98.4 FT) SOUTH-SOUTHWEST OF THE WASH BANK,
 AA3460'99.8 M (327.4 FT) WEST OF J 14, 1.1 M (3.6 FT) SOUTHWEST OF AN ORANGE
 AA3460'FIBERGLASS WITNESS POST, AND 0.9 M (3.0 FT) NORTHEAST OF A WHITE
 AA3460'FIBERGLASS T-POST.
 AA3460
 AA3460                          STATION RECOVERY (1998)
 AA3460
 AA3460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AA3460'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0265 ***********************************************************************
 JQ0265  DESIGNATION -  COALDALE AZ MK
 JQ0265  PID         -  JQ0265
 JQ0265  STATE/COUNTY-  NV/ESMERALDA
 JQ0265  USGS QUAD   -  COALDALE (1980)
 JQ0265
 JQ0265                         *CURRENT SURVEY CONTROL
 JQ0265  ___________________________________________________________________
 JQ0265* NAD 83(1986)-  38 02 31.     (N)    117 53 35.     (W)     SCALED    
 JQ0265* NAVD 88     -      1399.057  (meters)    4590.07   (feet)  ADJUSTED  
 JQ0265  ___________________________________________________________________
 JQ0265  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 JQ0265  DYNAMIC HT  -        1397.576 (meters)    4585.21  (feet)  COMP
 JQ0265  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 JQ0265
 JQ0265  VERT ORDER  -  FIRST     CLASS II
 JQ0265
 JQ0265.The horizontal coordinates were scaled from a topographic map and have
 JQ0265.an estimated accuracy of +/- 6 seconds.
 JQ0265
 JQ0265.The orthometric height was determined by differential leveling
 JQ0265.and adjusted by the National Geodetic Survey in June 1991..
 JQ0265.WARNING-Repeat measurements at this control monument indicate possible
 JQ0265.vertical movement.
 JQ0265
 JQ0265.The geoid height was determined by GEOID03.
 JQ0265
 JQ0265.The dynamic height is computed by dividing the NAVD 88
 JQ0265.geopotential number by the normal gravity value computed on the
 JQ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0265.degrees latitude (g = 980.6199 gals.).
 JQ0265
 JQ0265.The modeled gravity was interpolated from observed gravity values.
 JQ0265
 JQ0265;                    North         East    Units  Estimated Accuracy
 JQ0265;SPC NV W     - 4,365,480.      860,590.      MT  (+/- 180 meters Scaled)
 JQ0265
 JQ0265                          SUPERSEDED SURVEY CONTROL
 JQ0265
 JQ0265  NGVD 29 (??/??/92) 1397.955  (m)         4586.46   (f) ADJ UNCH    1 2
 JQ0265
 JQ0265.Superseded values are not recommended for survey control.
 JQ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0265.See file dsdata.txt to determine how the superseded data were derived.
 JQ0265
 JQ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC216108(NAD 83)
 JQ0265_MARKER: DZ = AZIMUTH MARK DISK
 JQ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0265_STAMPING: COALDALE 1952
 JQ0265_MARK LOGO: CGS   
 JQ0265_MAGNETIC: N = NO MAGNETIC MATERIAL
 JQ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0265+STABILITY: SURFACE MOTION
 JQ0265
 JQ0265  HISTORY     - Date     Condition        Report By
 JQ0265  HISTORY     - 1952     MONUMENTED       CGS
 JQ0265  HISTORY     - 1953     GOOD             NGS
 JQ0265  HISTORY     - 1984     GOOD             NGS
 JQ0265  HISTORY     - 19880610 GOOD             NGS
 JQ0265
 JQ0265                          STATION DESCRIPTION
 JQ0265
 JQ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0265'IN COALDALE.
 JQ0265'AT COALDALE, 0.8 MILE NORTHWEST ALONG U. S. HIGHWAY 95 FROM THE
 JQ0265'JUNCTION OF U. S. HIGHWAY 6, ACROSS THE HIGHWAY FROM A CHEVRON
 JQ0265'GASOLINE STATION, ABOUT 150 YARDS SOUTHEAST OF THE SOUTHEAST END OF
 JQ0265'COALDALE AIRPORT, 161 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED
 JQ0265'ROAD, 89.4 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 49 1/2
 JQ0265'FEET SOUTHWEST OF THE CENTER LINE OF AN ABANDONED RAILROAD BED, 45
 JQ0265'FEET SOUTH OF A TELEPHONE POLE, 5.3 FEET SOUTHEAST OF A WITNESS POST,
 JQ0265'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JQ0265'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 JQ0265
 JQ0265                          STATION RECOVERY (1984)
 JQ0265
 JQ0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0265'RECOVERED IN GOOD CONDITION.
 JQ0265
 JQ0265                          STATION RECOVERY (1988)
 JQ0265
 JQ0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 JQ0265'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0268 ***********************************************************************
 JQ0268  DESIGNATION -  COALDALE RM 1
 JQ0268  PID         -  JQ0268
 JQ0268  STATE/COUNTY-  NV/ESMERALDA
 JQ0268  USGS QUAD   -  COALDALE (1980)
 JQ0268
 JQ0268                         *CURRENT SURVEY CONTROL
 JQ0268  ___________________________________________________________________
 JQ0268* NAD 83(1986)-  38 01 51.     (N)    117 53 12.     (W)     SCALED    
 JQ0268* NAVD 88     -      1414.173  (meters)    4639.67   (feet)  ADJUSTED  
 JQ0268  ___________________________________________________________________
 JQ0268  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 JQ0268  DYNAMIC HT  -        1412.683 (meters)    4634.78  (feet)  COMP
 JQ0268  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 JQ0268
 JQ0268  VERT ORDER  -  FIRST     CLASS II
 JQ0268
 JQ0268.The horizontal coordinates were scaled from a topographic map and have
 JQ0268.an estimated accuracy of +/- 6 seconds.
 JQ0268
 JQ0268.The orthometric height was determined by differential leveling
 JQ0268.and adjusted by the National Geodetic Survey in June 1991..
 JQ0268
 JQ0268.The geoid height was determined by GEOID03.
 JQ0268
 JQ0268.The dynamic height is computed by dividing the NAVD 88
 JQ0268.geopotential number by the normal gravity value computed on the
 JQ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0268.degrees latitude (g = 980.6199 gals.).
 JQ0268
 JQ0268.The modeled gravity was interpolated from observed gravity values.
 JQ0268
 JQ0268;                    North         East    Units  Estimated Accuracy
 JQ0268;SPC NV W     - 4,364,260.      861,160.      MT  (+/- 180 meters Scaled)
 JQ0268
 JQ0268                          SUPERSEDED SURVEY CONTROL
 JQ0268
 JQ0268  NGVD 29 (??/??/92) 1413.073  (m)         4636.06   (f) ADJ UNCH    1 2
 JQ0268
 JQ0268.Superseded values are not recommended for survey control.
 JQ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0268.See file dsdata.txt to determine how the superseded data were derived.
 JQ0268
 JQ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC221096(NAD 83)
 JQ0268_MARKER: DR = REFERENCE MARK DISK
 JQ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0268_STAMPING: COALDALE NO 1 1952
 JQ0268_MARK LOGO: CGS   
 JQ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0268+STABILITY: SURFACE MOTION
 JQ0268
 JQ0268  HISTORY     - Date     Condition        Report By
 JQ0268  HISTORY     - 1952     MONUMENTED       CGS
 JQ0268  HISTORY     - 1953     GOOD             NGS
 JQ0268  HISTORY     - 1984     GOOD             NGS
 JQ0268
 JQ0268                          STATION DESCRIPTION
 JQ0268
 JQ0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0268'IN COALDALE.
 JQ0268'AT COALDALE, IN THE TRIANGLE FORMED BY THE JUNCTION OF U. S. HIGHWAYS
 JQ0268'6 AND 95, 223.5 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY 6, 181
 JQ0268'FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHWEST LEG OF THE
 JQ0268'TRIANGLE, 92.8 FEET EAST OF COALDALE R.M. 2, 92 FEET WEST OF THE
 JQ0268'CENTER LINE OF THE EAST LEG OF THE TRIANGLE, 52.2 FEET NORTHEAST OF
 JQ0268'TRIANGULATION STATION COALDALE, 1.7 FEET SOUTH OF A WITHNESS POST,
 JQ0268'ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 JQ0268'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 JQ0268
 JQ0268                          STATION RECOVERY (1984)
 JQ0268
 JQ0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0268'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0266 ***********************************************************************
 JQ0266  DESIGNATION -  COALDALE RM 2
 JQ0266  PID         -  JQ0266
 JQ0266  STATE/COUNTY-  NV/ESMERALDA
 JQ0266  USGS QUAD   -  COALDALE (1980)
 JQ0266
 JQ0266                         *CURRENT SURVEY CONTROL
 JQ0266  ___________________________________________________________________
 JQ0266* NAD 83(1986)-  38 01 51.     (N)    117 53 12.     (W)     SCALED    
 JQ0266* NAVD 88     -      1413.765  (meters)    4638.33   (feet)  ADJUSTED  
 JQ0266  ___________________________________________________________________
 JQ0266  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 JQ0266  DYNAMIC HT  -        1412.275 (meters)    4633.44  (feet)  COMP
 JQ0266  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 JQ0266
 JQ0266  VERT ORDER  -  FIRST     CLASS II
 JQ0266
 JQ0266.The horizontal coordinates were scaled from a topographic map and have
 JQ0266.an estimated accuracy of +/- 6 seconds.
 JQ0266
 JQ0266.The orthometric height was determined by differential leveling
 JQ0266.and adjusted by the National Geodetic Survey in June 1991..
 JQ0266
 JQ0266.The geoid height was determined by GEOID03.
 JQ0266
 JQ0266.The dynamic height is computed by dividing the NAVD 88
 JQ0266.geopotential number by the normal gravity value computed on the
 JQ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0266.degrees latitude (g = 980.6199 gals.).
 JQ0266
 JQ0266.The modeled gravity was interpolated from observed gravity values.
 JQ0266
 JQ0266;                    North         East    Units  Estimated Accuracy
 JQ0266;SPC NV W     - 4,364,260.      861,160.      MT  (+/- 180 meters Scaled)
 JQ0266
 JQ0266                          SUPERSEDED SURVEY CONTROL
 JQ0266
 JQ0266  NGVD 29 (??/??/92) 1412.665  (m)         4634.72   (f) ADJ UNCH    1 2
 JQ0266
 JQ0266.Superseded values are not recommended for survey control.
 JQ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0266.See file dsdata.txt to determine how the superseded data were derived.
 JQ0266
 JQ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC221096(NAD 83)
 JQ0266_MARKER: DR = REFERENCE MARK DISK
 JQ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0266_STAMPING: COALDALE NO 2 1952
 JQ0266_MARK LOGO: CGS   
 JQ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0266+STABILITY: SURFACE MOTION
 JQ0266
 JQ0266  HISTORY     - Date     Condition        Report By
 JQ0266  HISTORY     - 1952     MONUMENTED       CGS
 JQ0266  HISTORY     - 1953     GOOD             NGS
 JQ0266  HISTORY     - 1984     GOOD             NGS
 JQ0266
 JQ0266                          STATION DESCRIPTION
 JQ0266
 JQ0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0266'IN COALDALE.
 JQ0266'AT COALDALE, IN THE TRIANGLE FORMED BY THE JUNCTION OF U. S. HIGHWAYS
 JQ0266'6 AND 95, 191.5 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY 6,
 JQ0266'184.8 FEET WEST OF THE CENTER LINE OF THE EAST LEG OF THE TRIANGLE,
 JQ0266'96.5 FEET SOUTHEAST OF THE NORTHWEST LEG OF THE TRIANGLE, 92.8 FEET
 JQ0266'WEST OF COALDALE R.M. 1, 55.1 FEET NORTHWEST OF TRIANGULATION STATION
 JQ0266'COALDALE, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER
 JQ0266'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 JQ0266'FOOT ABOVE THE GROUND.
 JQ0266
 JQ0266                          STATION RECOVERY (1984)
 JQ0266
 JQ0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0266'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1027 ***********************************************************************
 HQ1027  DESIGNATION -  COBA
 HQ1027  PID         -  HQ1027
 HQ1027  STATE/COUNTY-  NV/NYE
 HQ1027  USGS QUAD   -  SPRINGDALE NW (1986)
 HQ1027
 HQ1027                         *CURRENT SURVEY CONTROL
 HQ1027  ___________________________________________________________________
 HQ1027* NAD 83(1994)-  37 09 08.10762(N)    116 55 17.57514(W)     ADJUSTED  
 HQ1027* NAVD 88     -      1416.6    (meters)    4648.     (feet)  VERTCON   
 HQ1027  ___________________________________________________________________
 HQ1027  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 HQ1027  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 HQ1027
 HQ1027  HORZ ORDER  -  FIRST
 HQ1027
 HQ1027.The horizontal coordinates were established by classical geodetic methods
 HQ1027.and adjusted by the National Geodetic Survey in June 1998..
 HQ1027
 HQ1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1027
 HQ1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1027
 HQ1027.The geoid height was determined by GEOID03.
 HQ1027
 HQ1027;                    North         East     Units Scale Factor Converg.
 HQ1027;SPC NV C     - 6,266,553.201   477,360.088   MT  0.99990631   -0 09 14.2
 HQ1027;SPC NV C     -20,559,516.63  1,566,138.89   sFT  0.99990631   -0 09 14.2
 HQ1027;UTM  11      - 4,111,765.290   506,966.351   MT  0.99960060   +0 02 50.6
 HQ1027
 HQ1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1027!SPC NV C     -   0.99978201  x   0.99990631  =   0.99968834
 HQ1027!UTM  11      -   0.99978201  x   0.99960060  =   0.99938270
 HQ1027
 HQ1027|---------------------------------------------------------------------|
 HQ1027| PID    Reference Object                     Distance      Geod. Az  |
 HQ1027|                                                           dddmmss.s |
 HQ1027| DC9981 COBA RM 1                            15.210 METERS 01159     |
 HQ1027| DC9980 COBA AZ MK                                         0663657.3 |
 HQ1027| DC9982 COBA RM 2                             8.872 METERS 19937     |
 HQ1027|---------------------------------------------------------------------|
 HQ1027
 HQ1027                          SUPERSEDED SURVEY CONTROL
 HQ1027
 HQ1027  NAD 83(1992)-  37 09 08.09949(N)    116 55 17.57956(W) AD(       ) 1
 HQ1027  NAD 83(1986)-  37 09 08.09440(N)    116 55 17.58134(W) AD(       ) 1
 HQ1027  NAD 27      -  37 09 08.32200(N)    116 55 14.34200(W) AD(       ) 1
 HQ1027  NGVD 29 (07/19/86) 1415.6    (m)         4644.     (f) VERT ANG       
 HQ1027
 HQ1027.Superseded values are not recommended for survey control.
 HQ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1027.See file dsdata.txt to determine how the superseded data were derived.
 HQ1027
 HQ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB0696611765(NAD 83)
 HQ1027_MARKER: DS = TRIANGULATION STATION DISK
 HQ1027_SETTING: 66 = SET IN ROCK OUTCROP
 HQ1027
 HQ1027  HISTORY     - Date     Condition        Report By
 HQ1027  HISTORY     - 1949     MONUMENTED       CGS
 HQ1027  HISTORY     - 1950     GOOD             CGS
 HQ1027
 HQ1027                          STATION DESCRIPTION
 HQ1027
 HQ1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 HQ1027'STATION IS LOCATED ON THE HIGHEST POINT OF A NORTH-SOUTH
 HQ1027'RIDGE, 19 MILES NORTHWEST OF BEATTY, 12 MILES NORTHWEST OF
 HQ1027'SPRINGDALE, AND 1-1/2 MILE SOUTHWEST OF U.S. HIGHWAY 95.  THE
 HQ1027'STATION MARK IS SET ON THE HIGHEST POINT OF THE RIDGE 20
 HQ1027'FEET EAST OF THE WEST EDGE OF RIDGE.  IT IS SET IN OUTCROPPING
 HQ1027'BED ROCK.  IT IS STAMPED COBA 1949.
 HQ1027'
 HQ1027'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN OUTCROPPING
 HQ1027'ROCK 40 FEET EAST OF WEST EDGE OF RIDGE.  THE MARK PROJECTS
 HQ1027'1 FOOT ABOVE THE SURFACE OF THE GROUND AND IS AT THE SAME LEVEL
 HQ1027'AS THE STATION MARK.  IT IS STAMPED COBA NO 1 1949.
 HQ1027'
 HQ1027'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN OUTCROPPING
 HQ1027'ROCK 20 FEET EAST OF WEST EDGE OF RIDGE.  THE MARK IS FLUSH
 HQ1027'WITH THE GROUND AND 2 FEET BELOW THE LEVEL OF THE STATION
 HQ1027'MARK.  IT IS STAMPED COBA NO 2 1949.
 HQ1027'
 HQ1027'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95
 HQ1027'AND STATE HIGHWAY 58, GO NORTH ON U.S. HIGHWAY 95 FOR 23.7
 HQ1027'MILES TO CULVERT A 1234 + 75.  TURN LEFT OFF U.S. HIGHWAY 95
 HQ1027'AND PICK WAY UP RIDGE TO THE HIGHEST POINT.  FOUR WHEEL DRIVE
 HQ1027'REQUIRED.
 HQ1027'
 HQ1027'THE AZIMUTH MARK IS A STANDARD DISK 82.5 FEET SOUTH OF U.S.
 HQ1027'HIGHWAY 95 AND 2.6 FEET SOUTHWEST OF A WHITE WITNESS POST.
 HQ1027'THE MARK IS SET IN A CONCRETE POST PROJECTING 2 INCHES ABOVE
 HQ1027'THE SURFACE OF THE GROUND.  IT IS STAMPED COBA 1949.
 HQ1027'
 HQ1027'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 95
 HQ1027'AND STATE HIGHWAY 58 AT BEATTY, GO NORTH ON U.S. HIGHWAY 95 FOR
 HQ1027'22.9 MILES TO CULVERT A 1190 + 80 AND THE AZIMUTH MARK TO THE
 HQ1027'LEFT.
 HQ1027
 HQ1027                          STATION RECOVERY (1950)
 HQ1027
 HQ1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ1027'THE DESCRIPTION IS ADEQUATE EXCEPT THE CARDINAL DIRECTION TO
 HQ1027'THE AZIMUTH MARK.  THE CARDINAL DIRECTION IS (ENE) EAST-NORTHEAST,
 HQ1027'AND NOT (W) WEST AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0498 ***********************************************************************
 KQ0498  DESIGNATION -  COILS
 KQ0498  PID         -  KQ0498
 KQ0498  STATE/COUNTY-  NV/EUREKA
 KQ0498  USGS QUAD   -  BARTINE RANCH NW (1986)
 KQ0498
 KQ0498                         *CURRENT SURVEY CONTROL
 KQ0498  ___________________________________________________________________
 KQ0498* NAD 83(1994)-  39 40 51.26213(N)    116 28 08.09980(W)     ADJUSTED  
 KQ0498* NAVD 88     -      1908.0    (meters)    6260.     (feet)  VERTCON   
 KQ0498  ___________________________________________________________________
 KQ0498  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 KQ0498  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 KQ0498
 KQ0498  HORZ ORDER  -  SECOND
 KQ0498
 KQ0498.The horizontal coordinates were established by classical geodetic methods
 KQ0498.and adjusted by the National Geodetic Survey in June 1998..
 KQ0498
 KQ0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0498
 KQ0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0498
 KQ0498.The geoid height was determined by GEOID03.
 KQ0498
 KQ0498;                    North         East     Units Scale Factor Converg.
 KQ0498;SPC NV E     - 8,547,561.364   124,032.833   MT  0.99997103   -0 33 55.7
 KQ0498;SPC NV E     -28,043,124.24    406,931.05   sFT  0.99997103   -0 33 55.7
 KQ0498;SPC NV C     - 6,547,205.177   516,963.289   MT  0.99990354   +0 07 34.6
 KQ0498;SPC NV C     -21,480,288.98  1,696,070.39   sFT  0.99990354   +0 07 34.6
 KQ0498;UTM  11      - 4,392,476.675   545,543.547   MT  0.99962554   +0 20 20.8
 KQ0498
 KQ0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0498!SPC NV E     -   0.99970405  x   0.99997103  =   0.99967509
 KQ0498!SPC NV C     -   0.99970405  x   0.99990354  =   0.99960762
 KQ0498!UTM  11      -   0.99970405  x   0.99962554  =   0.99932970
 KQ0498
 KQ0498|---------------------------------------------------------------------|
 KQ0498| PID    Reference Object                     Distance      Geod. Az  |
 KQ0498|                                                           dddmmss.s |
 KQ0498| DC9984 COILS RM 1                           12.102 METERS 15438     |
 KQ0498| DC9985 COILS RM 2                           12.270 METERS 25049     |
 KQ0498| DC9983 COILS AZ MK                                        3353009.6 |
 KQ0498|---------------------------------------------------------------------|
 KQ0498
 KQ0498                          SUPERSEDED SURVEY CONTROL
 KQ0498
 KQ0498  NAD 83(1986)-  39 40 51.25946(N)    116 28 08.09247(W) AD(       ) 2
 KQ0498  NAD 27      -  39 40 51.53300(N)    116 28 04.82700(W) AD(       ) 2
 KQ0498  NGVD 29 (07/19/86) 1906.7    (m)         6256.     (f) VERT ANG       
 KQ0498
 KQ0498.Superseded values are not recommended for survey control.
 KQ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0498.See file dsdata.txt to determine how the superseded data were derived.
 KQ0498
 KQ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND4554492477(NAD 83)
 KQ0498_MARKER: DS = TRIANGULATION STATION DISK
 KQ0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0498
 KQ0498  HISTORY     - Date     Condition        Report By
 KQ0498  HISTORY     - 1954     MONUMENTED       CGS
 KQ0498
 KQ0498                          STATION DESCRIPTION
 KQ0498
 KQ0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0498'THE STATION IS LOCATED IN THE NORTH END OF MONITOR VALLEY,
 KQ0498'ABOUT 36 MILES (AIR LINE) EAST-NORTHEAST OF AUSTIN, 30
 KQ0498'MILES WEST-NORTHWEST OF EUREKA, 12 MILES NORTH OF U.S. HIGHWAY
 KQ0498'50, 2 MILES WEST OF COILS CREEK, 38 FEET WEST OF THE APPROXIMATE
 KQ0498'CENTER OF A ROAD, AND 8 FEET SOUTH OF A WHITE WITNESS POST.
 KQ0498'
 KQ0498'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA GO WEST
 KQ0498'ON U.S. HIGHWAY 50 FOR 25.9 MILES TO A ROAD RIGHT AT SIGN,
 KQ0498'3 BAR 20 CORTEZ 61 BEOWAVE 90.  TURN RIGHT (NORTH) ON THE DIRT
 KQ0498'ROAD AND GO 10.8 MILES TO A FORK.  TAKE THE RIGHT FORK FOR
 KQ0498'0.15 MILE TO A FORK.  TAKE THE LEFT FORK (NORTHERLY) FOR
 KQ0498'1.25 MILE TO THE STATION ON THE LEFT (WEST) SIDE OF THE
 KQ0498'ROAD.  TO REACH THE AZIMUTH MARK, CONTINUE AHEAD (NORTH)
 KQ0498'FOR 0.6 MILE TO THE MARK ON THE RIGHT (EAST) SIDE OF THE ROAD.
 KQ0498'
 KQ0498'THE STATION MARK, A STANDARD DISK STAMPED COILS 1954, IS
 KQ0498'SET IN A SQUARE CONCRETE BLOCK THAT PROJECTS 4 INCHES ABOVE
 KQ0498'THE GROUND.
 KQ0498'
 KQ0498'REFERENCE MARK 1, A STANDARD DISK STAMPED COILS NO 1 1954,
 KQ0498'IS SET IN A SQUARE CONCRETE BLOCK THAT PROJECTS 3 INCHES.
 KQ0498'IT IS APPROXIMATELY 38 FEET WEST OF THE CENTER OF THE ROAD.
 KQ0498'
 KQ0498'REFERENCE MARK 2, A STANDARD DISK STAMPED COILS NO 2 1954,
 KQ0498'IS SET IN A SQUARE CONCRETE BLOCK THAT PROJECTS 4 INCHES.
 KQ0498'IT IS APPROXIMATELY 81 FEET WEST OF THE CENTER OF THE ROAD.
 KQ0498'
 KQ0498'THE AZIMUTH MARK, A STANDARD DISK STAMPED COILS 1954, IS
 KQ0498'SET IN A ROUND CONCRETE BLOCK THAT PROJECTS 10 INCHES ABOVE
 KQ0498'THE GROUND.  IT IS 51 FEET EAST OF THE APPROXIMATE CENTER
 KQ0498'OF THE ROAD AND 3 FEET WEST OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0160 ***********************************************************************
 LS0160  DESIGNATION -  COLADO
 LS0160  PID         -  LS0160
 LS0160  STATE/COUNTY-  NV/PERSHING
 LS0160  USGS QUAD   -  LOVELOCK (1987)
 LS0160
 LS0160                         *CURRENT SURVEY CONTROL
 LS0160  ___________________________________________________________________
 LS0160* NAD 83(1994)-  40 14 35.17096(N)    118 23 20.46881(W)     ADJUSTED  
 LS0160* NAVD 88     -      1237.970  (meters)    4061.57   (feet)  ADJUSTED  
 LS0160  ___________________________________________________________________
 LS0160  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 LS0160  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 LS0160  DYNAMIC HT  -        1236.974 (meters)    4058.31  (feet)  COMP
 LS0160  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 LS0160
 LS0160  HORZ ORDER  -  SECOND
 LS0160  VERT ORDER  -  SECOND    CLASS 0
 LS0160
 LS0160.The horizontal coordinates were established by classical geodetic methods
 LS0160.and adjusted by the National Geodetic Survey in June 1998..
 LS0160
 LS0160.The orthometric height was determined by differential leveling
 LS0160.and adjusted by the National Geodetic Survey in June 1991..
 LS0160
 LS0160.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0160
 LS0160.The geoid height was determined by GEOID03.
 LS0160
 LS0160.The dynamic height is computed by dividing the NAVD 88
 LS0160.geopotential number by the normal gravity value computed on the
 LS0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0160.degrees latitude (g = 980.6199 gals.).
 LS0160
 LS0160.The modeled gravity was interpolated from observed gravity values.
 LS0160
 LS0160;                    North         East     Units Scale Factor Converg.
 LS0160;SPC NV W     - 4,609,621.271   816,532.599   MT  0.99990336   +0 07 31.9
 LS0160;SPC NV W     -15,123,399.12  2,678,907.37   sFT  0.99990336   +0 07 31.9
 LS0160;UTM  11      - 4,455,665.136   381,853.342   MT  0.99977183   -0 53 50.8
 LS0160
 LS0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0160!SPC NV W     -   0.99980937  x   0.99990336  =   0.99971275
 LS0160!UTM  11      -   0.99980937  x   0.99977183  =   0.99958125
 LS0160
 LS0160:                Primary Azimuth Mark                     Grid Az
 LS0160:SPC NV W     -  COLADO 2                                 127 40 50.8
 LS0160:UTM  11      -  COLADO 2                                 128 42 13.5
 LS0160
 LS0160|---------------------------------------------------------------------|
 LS0160| PID    Reference Object                     Distance      Geod. Az  |
 LS0160|                                                           dddmmss.s |
 LS0160| LS0587 COLADO 2                            469.672 METERS 1274822.7 |
 LS0160| LS0159 COLADO RM 1                           7.611 METERS 21621     |
 LS0160| LS0161 COLADO RM 2                           6.921 METERS 30816     |
 LS0160|---------------------------------------------------------------------|
 LS0160
 LS0160                          SUPERSEDED SURVEY CONTROL
 LS0160
 LS0160  NAD 83(1986)-  40 14 35.17820(N)    118 23 20.46424(W) AD(       ) 2
 LS0160  NAD 27      -  40 14 35.50520(N)    118 23 16.94510(W) AD(       ) 2
 LS0160  NGVD 29 (??/??/92) 1237.00   (m)         4058.4    (f) COMPUTED    2 0
 LS0160
 LS0160.Superseded values are not recommended for survey control.
 LS0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0160.See file dsdata.txt to determine how the superseded data were derived.
 LS0160
 LS0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE8185355665(NAD 83)
 LS0160_MARKER: DS = TRIANGULATION STATION DISK
 LS0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0160_STAMPING: COLADO 1957
 LS0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0160+STABILITY: SURFACE MOTION
 LS0160
 LS0160  HISTORY     - Date     Condition        Report By
 LS0160  HISTORY     - 1957     MONUMENTED       CGS
 LS0160  HISTORY     - 1957     GOOD             CGS
 LS0160  HISTORY     - 1972     GOOD             NGS
 LS0160  HISTORY     - 1986     MARK NOT FOUND   NGS
 LS0160
 LS0160                          STATION DESCRIPTION
 LS0160
 LS0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0160'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF LOVELOCK,
 LS0160'ABOUT 0.15 MILE EAST OF THE RAILROAD SIDEING AT COLADO, AND
 LS0160'ABOUT 0.2 MILE EAST OF U.S. HIGHWAY 40.  IT IS IN A FLAT
 LS0160'AREA.
 LS0160'
 LS0160'TO REACH FROM THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY
 LS0160'40 IN LOVELOCK, GO NORTHEAST ON U.S. HIGHWAY 40 FOR 6.3 MILES
 LS0160'TO A GRADED SIDE ROAD RIGHT AT COLADO SIDEING.  TURN RIGHT
 LS0160'(EAST) AND GO 0.15 MILE TO A FORK.  KEEP THE RIGHT FORK (EAST)
 LS0160'AND GO 0.05 MILE TO THE STATION ON THE LEFT.
 LS0160'
 LS0160'THE STATION MARK, STAMPED COLADO 1957, IS A STANDARD BRONZE
 LS0160'DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 LS0160'4 INCHES.  IT IS 68 FEET NORTH OF THE CENTERLINE OF THE GRADED
 LS0160'ROAD AND 9 FEET EAST OF A WHITE WITNESS POST.
 LS0160'
 LS0160'REFERENCE MARK NO. 1, STAMPED COLADO NO 1 1957, IS A STANDARD
 LS0160'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 LS0160'1 INCH.
 LS0160'
 LS0160'REFERENCE MARK NO. 2, STAMPED COLADO NO 2 1957, IS A STANDARD
 LS0160'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 LS0160'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 43 FEET NORTH
 LS0160'OF THE CENTERLINE OF THE GRADED ROAD.
 LS0160
 LS0160                          STATION RECOVERY (1957)
 LS0160
 LS0160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LS0160'6.6 MI NE FROM LOVELOCK.
 LS0160'6.3 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 LS0160'MAIN ST. AND U.S. HIGHWAY 40 AT LOVELOCK, THENCE 0.3 MILE EAST ALONG
 LS0160'GRADED ROAD, 67.0 FEET NORTH OF CENTER OF ROAD, 25.0 FEET NORTHEAST OF
 LS0160'R.M. 1, 22.8 FEET EAST OF R.M. 2, 8.5 FEET EAST OF WITNESS POST, SET
 LS0160'IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LS0160
 LS0160                          STATION RECOVERY (1972)
 LS0160
 LS0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LS0160'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LS0160'AND FOUND IN GOOD CONDITION.  THE ANGLES AND DISTANCES TO
 LS0160'THE MARKS CHECK THE 1957 DATA.  THE STATION WAS IN THE WAY
 LS0160'OF CONSTRUCTION ALONG I-80 AND WAS MOVED AT THIS TIME.
 LS0160'
 LS0160'STATION MARK AND R.M. DISKS REMOVED FROM MONUMENTS.
 LS0160'
 LS0160'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LS0160'
 LS0160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 LS0160'NORTHEAST OF LOVELOCK
 LS0160
 LS0160                          STATION RECOVERY (1986)
 LS0160
 LS0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0160'NOT RECOVERED.  BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0587 ***********************************************************************
 LS0587  DESIGNATION -  COLADO 2
 LS0587  PID         -  LS0587
 LS0587  STATE/COUNTY-  NV/PERSHING
 LS0587  USGS QUAD   -  LOVELOCK (1987)
 LS0587
 LS0587                         *CURRENT SURVEY CONTROL
 LS0587  ___________________________________________________________________
 LS0587* NAD 83(1994)-  40 14 25.83647(N)    118 23 04.76967(W)     ADJUSTED  
 LS0587* NAVD 88     -      1246.4    (meters)    4089.     (feet)  VERTCON   
 LS0587  ___________________________________________________________________
 LS0587  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 LS0587  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 LS0587
 LS0587  HORZ ORDER  -  THIRD
 LS0587
 LS0587.The horizontal coordinates were established by classical geodetic methods
 LS0587.and adjusted by the National Geodetic Survey in June 1998..
 LS0587.No horizontal observational check was made to the station.
 LS0587
 LS0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0587
 LS0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0587
 LS0587.The geoid height was determined by GEOID03.
 LS0587
 LS0587;                    North         East     Units Scale Factor Converg.
 LS0587;SPC NV W     - 4,609,334.206   816,904.275   MT  0.99990352   +0 07 42.0
 LS0587;SPC NV W     -15,122,457.31  2,680,126.78   sFT  0.99990352   +0 07 42.0
 LS0587;UTM  11      - 4,455,371.520   382,219.785   MT  0.99977077   -0 53 40.5
 LS0587
 LS0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0587!SPC NV W     -   0.99980805  x   0.99990352  =   0.99971159
 LS0587!UTM  11      -   0.99980805  x   0.99977077  =   0.99957887
 LS0587
 LS0587|---------------------------------------------------------------------|
 LS0587| PID    Reference Object                     Distance      Geod. Az  |
 LS0587|                                                           dddmmss.s |
 LS0587| DB7078 COLADO 2 RM 3                        25.505 METERS 06202     |
 LS0587| DB7079 COLADO 2 RM 4                        14.778 METERS 13216     |
 LS0587| LS0155 KODAK                               APPROX. 4.4 KM 2251411.8 |
 LS0587| LS0160 COLADO                              469.672 METERS 3074832.9 |
 LS0587|---------------------------------------------------------------------|
 LS0587
 LS0587                          SUPERSEDED SURVEY CONTROL
 LS0587
 LS0587  NAD 83(1986)-  40 14 25.84372(N)    118 23 04.76509(W) AD(       ) 3
 LS0587  NAD 27      -  40 14 26.17044(N)    118 23 01.24651(W) AD(       ) 3
 LS0587  NGVD 29 (07/19/86) 1245.4    (m)         4086.     (f) VERT ANG       
 LS0587
 LS0587.Superseded values are not recommended for survey control.
 LS0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0587.See file dsdata.txt to determine how the superseded data were derived.
 LS0587
 LS0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE8222055372(NAD 83)
 LS0587_MARKER: DS = TRIANGULATION STATION DISK
 LS0587_SETTING: 0 = UNSPECIFIED SETTING
 LS0587
 LS0587  HISTORY     - Date     Condition        Report By
 LS0587  HISTORY     - 1972     MONUMENTED       NGS
 LS0587
 LS0587                          STATION DESCRIPTION
 LS0587
 LS0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LS0587'THE STATION IS 6 MILES AIRLINE NORTHEAST OF LOVELOCK, 0.6 MILE EAST
 LS0587'OF THE EAGLE PICHER MILL AT CALADO SIDING.  IT IS ON TOP OF THE
 LS0587'FIRST LOW BENCH EAST OF THE RAILROAD SIDING.
 LS0587'
 LS0587'THE STATION MARK IS A NGS DISK STAMPED, COLADO 2 1972.  IT IS SET
 LS0587'IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2-1/2
 LS0587'INCHES.  75 FEET NORTH OF A TRACK ROAD, 7 FEET WEST OF A WITNESS
 LS0587'POST AND SIGN AND ABOUT 140 YARDS EAST OF A POWERLINE.
 LS0587'
 LS0587'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, COLADO 2 NO 3 1972.
 LS0587'IT IS SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS 9
 LS0587'INCHES.  83-1/2 FEET NORTHEAST OF THE WITNESS POST AND ABOUT THE
 LS0587'SAME ELEVATION AS THE STATION.
 LS0587'
 LS0587'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, COLADO 2 NO 4 1972.
 LS0587'IT IS SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS 7
 LS0587'INCHES.  41 FEET EAST-SOUTHEAST OF THE WITNESS POST AND ABOUT THE
 LS0587'SAME ELEVATION AS THE STATION.
 LS0587'
 LS0587'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 40
 LS0587'AND MAIN STREET IN LOVELOCK, GO NORTHEAST ALONG U.S. HIGHWAY 40
 LS0587'FOR 6.3 MILES TO A PAVED SIDEROAD RIGHT AT COLADO SIDING.  TURN
 LS0587'RIGHT AND GO EAST PASSING THE EAGLE-PICHER MILL FOR 0.2 MILE TO A
 LS0587'CATTLE GUARD, BEAR RIGHT OFF THE PAVED ROAD AND CONTINUE EAST ON
 LS0587'TRACK ROAD FOR 0.5 MILE TO THE TOP OF THE FIRST BENCH AND THE
 LS0587'STATION ON THE LEFT.
 LS0587'
 LS0587'TRIANGULATION STATION KODAK 1957 WAS USED FOR AN AZIMUTH MARK.
 LS0587'
 LS0587'1972 GEODIMETER DISTANCE.
 LS0587'
 LS0587'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0159 ***********************************************************************
 LS0159  DESIGNATION -  COLADO RM 1
 LS0159  PID         -  LS0159
 LS0159  STATE/COUNTY-  NV/PERSHING
 LS0159  USGS QUAD   -  LOVELOCK (1987)
 LS0159
 LS0159                         *CURRENT SURVEY CONTROL
 LS0159  ___________________________________________________________________
 LS0159* NAD 83(1986)-  40 14 35.     (N)    118 23 20.     (W)     SCALED    
 LS0159* NAVD 88     -      1237.826  (meters)    4061.10   (feet)  ADJUSTED  
 LS0159  ___________________________________________________________________
 LS0159  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 LS0159  DYNAMIC HT  -        1236.831 (meters)    4057.84  (feet)  COMP
 LS0159  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 LS0159
 LS0159  VERT ORDER  -  SECOND    CLASS 0
 LS0159
 LS0159.The horizontal coordinates were scaled from a topographic map and have
 LS0159.an estimated accuracy of +/- 6 seconds.
 LS0159
 LS0159.The orthometric height was determined by differential leveling
 LS0159.and adjusted by the National Geodetic Survey in June 1991..
 LS0159
 LS0159.The geoid height was determined by GEOID03.
 LS0159
 LS0159.The dynamic height is computed by dividing the NAVD 88
 LS0159.geopotential number by the normal gravity value computed on the
 LS0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0159.degrees latitude (g = 980.6199 gals.).
 LS0159
 LS0159.The modeled gravity was interpolated from observed gravity values.
 LS0159
 LS0159;                    North         East    Units  Estimated Accuracy
 LS0159;SPC NV W     - 4,609,620.      816,540.      MT  (+/- 180 meters Scaled)
 LS0159
 LS0159                          SUPERSEDED SURVEY CONTROL
 LS0159
 LS0159  NGVD 29 (??/??/92) 1236.85   (m)         4057.9    (f) COMPUTED    2 0
 LS0159
 LS0159.Superseded values are not recommended for survey control.
 LS0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0159.See file dsdata.txt to determine how the superseded data were derived.
 LS0159
 LS0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE818556(NAD 83)
 LS0159_MARKER: DR = REFERENCE MARK DISK
 LS0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0159_STAMPING: COLADO NO 1 1957
 LS0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0159+STABILITY: SURFACE MOTION
 LS0159
 LS0159  HISTORY     - Date     Condition        Report By
 LS0159  HISTORY     - 1957     MONUMENTED       CGS
 LS0159  HISTORY     - 1986     MARK NOT FOUND   NGS
 LS0159
 LS0159                          STATION DESCRIPTION
 LS0159
 LS0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0159'6.6 MI NE FROM LOVELOCK.
 LS0159'6.3 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 LS0159'MAIN ST. AND U.S. HIGHWAY 40 AT LOVELOCK, THENCE 0.3 MILE EAST ALONG
 LS0159'GRADED ROAD, 41.0 FEET NORTH OF CENTER OF ROAD, 25.0 FEET SOUTHWEST OF
 LS0159'STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 1 INCH ABOVE
 LS0159'GROUND SURFACE.
 LS0159
 LS0159                          STATION RECOVERY (1986)
 LS0159
 LS0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0159'NOT RECOVERED.  BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0161 ***********************************************************************
 LS0161  DESIGNATION -  COLADO RM 2
 LS0161  PID         -  LS0161
 LS0161  STATE/COUNTY-  NV/PERSHING
 LS0161  USGS QUAD   -  LOVELOCK (1987)
 LS0161
 LS0161                         *CURRENT SURVEY CONTROL
 LS0161  ___________________________________________________________________
 LS0161* NAD 83(1986)-  40 14 35.     (N)    118 23 20.     (W)     SCALED    
 LS0161* NAVD 88     -      1237.790  (meters)    4060.98   (feet)  ADJUSTED  
 LS0161  ___________________________________________________________________
 LS0161  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 LS0161  DYNAMIC HT  -        1236.795 (meters)    4057.72  (feet)  COMP
 LS0161  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 LS0161
 LS0161  VERT ORDER  -  SECOND    CLASS 0
 LS0161
 LS0161.The horizontal coordinates were scaled from a topographic map and have
 LS0161.an estimated accuracy of +/- 6 seconds.
 LS0161
 LS0161.The orthometric height was determined by differential leveling
 LS0161.and adjusted by the National Geodetic Survey in June 1991..
 LS0161
 LS0161.The geoid height was determined by GEOID03.
 LS0161
 LS0161.The dynamic height is computed by dividing the NAVD 88
 LS0161.geopotential number by the normal gravity value computed on the
 LS0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0161.degrees latitude (g = 980.6199 gals.).
 LS0161
 LS0161.The modeled gravity was interpolated from observed gravity values.
 LS0161
 LS0161;                    North         East    Units  Estimated Accuracy
 LS0161;SPC NV W     - 4,609,620.      816,540.      MT  (+/- 180 meters Scaled)
 LS0161
 LS0161                          SUPERSEDED SURVEY CONTROL
 LS0161
 LS0161  NGVD 29 (??/??/92) 1236.82   (m)         4057.8    (f) COMPUTED    2 0
 LS0161
 LS0161.Superseded values are not recommended for survey control.
 LS0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0161.See file dsdata.txt to determine how the superseded data were derived.
 LS0161
 LS0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE818556(NAD 83)
 LS0161_MARKER: DR = REFERENCE MARK DISK
 LS0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0161_STAMPING: COLADO NO 2 1957
 LS0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0161+STABILITY: SURFACE MOTION
 LS0161
 LS0161  HISTORY     - Date     Condition        Report By
 LS0161  HISTORY     - 1957     MONUMENTED       CGS
 LS0161  HISTORY     - 1986     MARK NOT FOUND   NGS
 LS0161
 LS0161                          STATION DESCRIPTION
 LS0161
 LS0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0161'6.6 MI NE FROM LOVELOCK.
 LS0161'6.3 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF
 LS0161'MAIN ST. AND U.S. HIGHWAY 40 AT LOVELOCK, THENCE 0.3 MILE EAST ALONG
 LS0161'GRADED ROAD, 68.0 FEET NORTH OF CENTER OF GRADED ROAD, 22.8 FEET WEST
 LS0161'OF STATION MARK, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LS0161'SURFACE.
 LS0161
 LS0161                          STATION RECOVERY (1986)
 LS0161
 LS0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0161'NOT RECOVERED.  BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0473 ***********************************************************************
 KQ0473  DESIGNATION -  COLD
 KQ0473  PID         -  KQ0473
 KQ0473  STATE/COUNTY-  NV/CHURCHILL
 KQ0473  USGS QUAD   -  COLD SPRINGS (1982)
 KQ0473
 KQ0473                         *CURRENT SURVEY CONTROL
 KQ0473  ___________________________________________________________________
 KQ0473* NAD 83(1994)-  39 28 03.55497(N)    117 50 05.53180(W)     ADJUSTED  
 KQ0473* NAVD 88     -      1634.51   (+/-2cm)    5362.6    (feet)  VERTCON   
 KQ0473  ___________________________________________________________________
 KQ0473  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 KQ0473  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 KQ0473
 KQ0473  HORZ ORDER  -  THIRD
 KQ0473  VERT ORDER  -  THIRD ? (See Below)
 KQ0473
 KQ0473.The horizontal coordinates were established by classical geodetic methods
 KQ0473.and adjusted by the National Geodetic Survey in June 1998..
 KQ0473
 KQ0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0473.The vertical order pertains to the NGVD 29 superseded value.
 KQ0473
 KQ0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0473
 KQ0473.The geoid height was determined by GEOID03.
 KQ0473
 KQ0473;                    North         East     Units Scale Factor Converg.
 KQ0473;SPC NV W     - 4,523,779.627   864,401.640   MT  0.99995105   +0 28 32.8
 KQ0473;SPC NV W     -14,841,766.99  2,835,957.71   sFT  0.99995105   +0 28 32.8
 KQ0473;SPC NV C     - 6,524,163.658   399,480.984   MT  1.00002436   -0 44 33.4
 KQ0473;SPC NV C     -21,404,693.60  1,310,630.53   sFT  1.00002436   -0 44 33.4
 KQ0473;UTM  11      - 4,369,007.348   428,184.952   MT  0.99966350   -0 31 50.5
 KQ0473
 KQ0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0473!SPC NV W     -   0.99974721  x   0.99995105  =   0.99969827
 KQ0473!SPC NV C     -   0.99974721  x   1.00002436  =   0.99977156
 KQ0473!UTM  11      -   0.99974721  x   0.99966350  =   0.99941080
 KQ0473
 KQ0473|---------------------------------------------------------------------|
 KQ0473| PID    Reference Object                     Distance      Geod. Az  |
 KQ0473|                                                           dddmmss.s |
 KQ0473| DA8918 COLD RM 1                             7.367 METERS 00136     |
 KQ0473| DA9861 T18N R37E SECS 4 5 CC                              1612125.0 |
 KQ0473| DA8919 COLD RM 2                             6.700 METERS 20821     |
 KQ0473|---------------------------------------------------------------------|
 KQ0473
 KQ0473                          SUPERSEDED SURVEY CONTROL
 KQ0473
 KQ0473  NAD 83(1986)-  39 28 03.56315(N)    117 50 05.52158(W) AD(       ) 3
 KQ0473  NAD 27      -  39 28 03.85300(N)    117 50 02.10800(W) AD(       ) 3
 KQ0473  NGVD 29 (07/19/86) 1633.36   (m)         5358.8    (f) LEVELING    3  
 KQ0473
 KQ0473.Superseded values are not recommended for survey control.
 KQ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0473.See file dsdata.txt to determine how the superseded data were derived.
 KQ0473
 KQ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD2818569007(NAD 83)
 KQ0473_MARKER: DS = TRIANGULATION STATION DISK
 KQ0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0473_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KQ0473
 KQ0473  HISTORY     - Date     Condition        Report By
 KQ0473  HISTORY     - 1954     MONUMENTED       CGS
 KQ0473  HISTORY     - 1980     GOOD             NGS
 KQ0473
 KQ0473                          STATION DESCRIPTION
 KQ0473
 KQ0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0473'THE STATION IS LOCATED ALONG THE OLD STAGE ROAD, 1 MILE S OF
 KQ0473'THE OLD ALPINE RANCH, ABOUT 11 MILES, AIR LINE, W OF AUSTIN.
 KQ0473'
 KQ0473'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN GO W ON
 KQ0473'U.S. HWY 50 FOR 56.7 MILES TO EAST GATE, A FILLING STATION AND
 KQ0473'BAR.  TURN RIGHT, NORTH, AND FOLLOW THE OLD STAGE ROAD FOR 13.0
 KQ0473'MILES TO THE STATION ON THE LEFT.
 KQ0473'
 KQ0473'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 KQ0473'TOP OF ROUND CONCRETE MONUMENTS.
 KQ0473'
 KQ0473'THE STATION DISK, STAMPED COLD 1954, IS 36 FEET W OF THE
 KQ0473'CENTER LINE OF THE ROAD AND 9 FEET NW OF A WITNESS POST.  THE
 KQ0473'TOP OF THE MONUMENT IS FLUSH WITH THE GROUND.
 KQ0473'
 KQ0473'REFERENCE MARK 1, STAMPED COLD NO 1 1954 IS 40 FEET W OF THE
 KQ0473'CENTER LINE OF THE ROAD.  THE MONUMENT PROJECTS 2 INCHES AND
 KQ0473'IS ABOUT THE SAME ELEVATION AS THE STATION.
 KQ0473'
 KQ0473'REFERENCE MARK 2, STAMPED COLD NO 2 1954, IS 45 FEET W OF THE
 KQ0473'CENTER LINE OF THE ROAD.  THE MONUMENT PROJECTS 6 INCHES AND IS
 KQ0473'ABOUT THE SAME ELEVATION AS THE STATION.
 KQ0473'
 KQ0473'THE GENERAL LAND OFFICE MARK IS A STANDARD DISK OF THAT BUREAU
 KQ0473'STAMPED T19N R37E S32 S33 CC S5 S4 1913, RIVETED TO THE TOP
 KQ0473'OF A 2-INCH IRON PIPE.  IT IS ABOUT 100 YARDS W OF A BLADED ROAD
 KQ0473'AND 0.2 E OF A GRAVELED ROAD.  THE PIPE PROJECTS 6 INCHES.  TO
 KQ0473'REACH THE MARK FROM THE STATION GO S ON THE ROAD FOR 0.4 MILE
 KQ0473'TO A POINT DUE W OF THE MARK.  TURN LEFT, E, AND GO
 KQ0473'CROSS-COUNTRY, 0.2 MILE TO THE MARK.  THIS MARK WILL SERVE AS AN
 KQ0473'AZIMUTH FROM THE STATION.
 KQ0473'
 KQ0473'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 KQ0473
 KQ0473                          STATION RECOVERY (1980)
 KQ0473
 KQ0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 KQ0473'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KQ0473'CONDITION.  A NEW TO REACH FOLLOWS.
 KQ0473'
 KQ0473'TO REACH THE STATION FROM THE ENTRANCE TO THE STATE HIGHWAY
 KQ0473'MAINTENANCE YARD ALONG U.S. HIGHWAY 50 IN COLD SPRINGS, WHICH IS
 KQ0473'ABOUT 47 MILES WEST OF AUSTIN, GO NORTH NORTHEAST ON HIGHWAY 50 FOR
 KQ0473'3.7 MILES TO A SIDE ROAD LEFT AND SIGN ALPINE 3.  TURN LEFT AND GO
 KQ0473'NORTHWEST ON GRAVEL ROAD 0.9 MILE TO A SIDE ROAD LEFT WHERE THE MAIN
 KQ0473'ROAD CURVES TO THE RIGHT.  TURN LEFT AND GO SOUTH ON TRACK ROAD ALONG
 KQ0473'POWERLINE 0.25 MILE TO THE STATION ON THE RIGHT, 165.5 FEET NORTHEAST
 KQ0473'OF POWER POLE NUMBER 181675 AND 40.0 FEET WEST OF THE CENTER OF THE
 KQ0473'TRACK ROAD.
 KQ0473'
 KQ0473'STATION OCCUPIED FOR ASTRO PURPOSES ONLY.  NO ECCENTRICITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1856 ***********************************************************************
 KR1856  DESIGNATION -  COLD
 KR1856  PID         -  KR1856
 KR1856  STATE/COUNTY-  NV/WASHOE
 KR1856  USGS QUAD   -  GRANITE PEAK (1980)
 KR1856
 KR1856                         *CURRENT SURVEY CONTROL
 KR1856  ___________________________________________________________________
 KR1856* NAD 83(1994)-  39 45 28.36962(N)    119 58 35.64310(W)     ADJUSTED  
 KR1856* NAVD 88     -      2379.1    (meters)    7805.     (feet)  VERTCON   
 KR1856  ___________________________________________________________________
 KR1856  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 KR1856  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 KR1856
 KR1856  HORZ ORDER  -  THIRD
 KR1856
 KR1856.The horizontal coordinates were established by classical geodetic methods
 KR1856.and adjusted by the National Geodetic Survey in June 1998..
 KR1856
 KR1856.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1856
 KR1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1856
 KR1856.The geoid height was determined by GEOID03.
 KR1856
 KR1856;                    North         East     Units Scale Factor Converg.
 KR1856;SPC NV W     - 4,556,660.423   680,616.997   MT  1.00007541   -0 53 28.1
 KR1856;SPC NV W     -14,949,643.40  2,232,990.93   sFT  1.00007541   -0 53 28.1
 KR1856;SPC CA 1     -   549,144.809 2,173,394.105   MT  1.00006975   +1 19 23.1
 KR1856;SPC CA 1     - 1,801,652.59  7,130,543.83   sFT  1.00006975   +1 19 23.1
 KR1856;SPC CA 2     -   734,073.791 2,173,380.259   MT  0.99998364   +1 16 32.6
 KR1856;SPC CA 2     - 2,408,373.76  7,130,498.40   sFT  0.99998364   +1 16 32.6
 KR1856;UTM  11      - 4,405,123.072   245,004.893   MT  1.00040059   -1 54 16.8
 KR1856;UTM  10      - 4,405,257.660   759,010.589   MT  1.00042601   +1 56 04.9
 KR1856
 KR1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1856!SPC NV W     -   0.99963061  x   1.00007541  =   0.99970599
 KR1856!SPC CA 1     -   0.99963061  x   1.00006975  =   0.99970033
 KR1856!SPC CA 2     -   0.99963061  x   0.99998364  =   0.99961426
 KR1856!UTM  11      -   0.99963061  x   1.00040059  =   1.00003105
 KR1856!UTM  10      -   0.99963061  x   1.00042601  =   1.00005646
 KR1856
 KR1856|---------------------------------------------------------------------|
 KR1856| PID    Reference Object                     Distance      Geod. Az  |
 KR1856|                                                           dddmmss.s |
 KR1856| CS7085 COLD RM 2                             5.730 METERS 06917     |
 KR1856| CS7084 COLD RM 1                             6.523 METERS 16542     |
 KR1856|---------------------------------------------------------------------|
 KR1856
 KR1856                          SUPERSEDED SURVEY CONTROL
 KR1856
 KR1856  NAD 83(1992)-  39 45 28.37039(N)    119 58 35.64397(W) AD(       ) 3
 KR1856  NAD 83(1990)-  39 45 28.37469(N)    119 58 35.64304(W) AD(       ) 3
 KR1856  NGVD 29 (10/14/92) 2377.9    (m)         7801.     (f) VERT ANG       
 KR1856
 KR1856.Superseded values are not recommended for survey control.
 KR1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1856.See file dsdata.txt to determine how the superseded data were derived.
 KR1856
 KR1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE4500505123(NAD 83)
 KR1856_MARKER: DS = TRIANGULATION STATION DISK
 KR1856_SETTING: 80 = SET IN A BOULDER
 KR1856_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KR1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1856+STABILITY: SURFACE MOTION
 KR1856
 KR1856  HISTORY     - Date     Condition        Report By
 KR1856  HISTORY     - 1948     MONUMENTED       USGS
 KR1856  HISTORY     - 1956     GOOD             USGS
 KR1856  HISTORY     - 1967     GOOD             USGS
 KR1856
 KR1856                          STATION DESCRIPTION
 KR1856
 KR1856'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 KR1856'DESCRIBED BY NSHD IN 1946 AS FOLLOWS--LOCATED ABOUT 19 MI NE. OF
 KR1856'RENO.  NEAR SOUTHERLY END OF N.-S. MOUNTAIN RANGE JUST E. OF NV
 KR1856'STATE LINE.  ABOVE MENTIONED AREA EXTENDS FROM DRY LAKE 17 MI N.
 KR1856'TO RED ROCK CANYON AND IS KNOWN LOCALLY AS PETERSEN MOUNTAINS.
 KR1856'STATION IS ON HIGHEST TABLE-TOP PEAK NEAR SOUTH END OF RANGE.
 KR1856'THERE IS A SHARP CONICAL SUMMIT ABOUT SAME ELEVATION ABOUT 0.25
 KR1856'MI N. OF STATION.
 KR1856'
 KR1856'NO TO REACH GIVEN.
 KR1856'
 KR1856'STATION MARK--STANDARD TABLET STAMPED---COLD 1948---, CEMENTED IN
 KR1856'DRILL HOLE IN 8-FT BOULDER, 5 FT ABOVE GROUND.  (REPLACES
 KR1856'INTERSECTED 1946 DRILL HOLE STATION COLD CAIRN NHD.)
 KR1856'
 KR1856'RM 1--STANDARD TABLET STAMPED---NO 1---, CEMENTED IN 4-FT BOULDER,
 KR1856'2 FT ABOVE GROUND.
 KR1856'
 KR1856'RM 2--COPPER NAIL AND WASHER CEMENTED IN 5-FT BOULDER, 3 FT
 KR1856'ABOVE GROUND.
 KR1856
 KR1856                          STATION RECOVERY (1956)
 KR1856
 KR1856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KR1856'RECOVERED AS DESCRIBED BY NSHD AND USGS.  ALL MARKS IN GOOD
 KR1856'CONDITION.  NO EVIDENCE OF 8-FT CAIRN INTERSECTED BY NGS IN 1948.
 KR1856
 KR1856                          STATION RECOVERY (1967)
 KR1856
 KR1856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1856'RECOVERED AS DESCRIBED BY NSHD AND USGS.  ALL MARKS IN GOOD
 KR1856'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7045 ***********************************************************************
 AH7045  DESIGNATION -  COLD
 AH7045  PID         -  AH7045
 AH7045  STATE/COUNTY-  NV/ELKO
 AH7045  USGS QUAD   -  HUBBARD BASIN (1968)
 AH7045
 AH7045                         *CURRENT SURVEY CONTROL
 AH7045  ___________________________________________________________________
 AH7045* NAD 83(1994)-  41 43 44.79870(N)    114 58 04.75178(W)     ADJUSTED  
 AH7045* NAVD 88     -      2400.6    (meters)    7876.     (feet)  VERTCON   
 AH7045  ___________________________________________________________________
 AH7045  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AH7045  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 AH7045
 AH7045  HORZ ORDER  -  THIRD
 AH7045
 AH7045.The horizontal coordinates were established by classical geodetic methods
 AH7045.and adjusted by the National Geodetic Survey in January 1999..
 AH7045
 AH7045.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7045
 AH7045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7045
 AH7045.The geoid height was determined by GEOID03.
 AH7045
 AH7045;                    North         East     Units Scale Factor Converg.
 AH7045;SPC NV E     - 8,774,796.214   251,192.593   MT  0.99993224   +0 24 34.5
 AH7045;SPC NV E     -28,788,643.91    824,121.03   sFT  0.99993224   +0 24 34.5
 AH7045;UTM  11      - 4,621,695.600   669,002.470   MT  0.99995148   +1 21 10.2
 AH7045
 AH7045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7045!SPC NV E     -   0.99962608  x   0.99993224  =   0.99955834
 AH7045!UTM  11      -   0.99962608  x   0.99995148  =   0.99957758
 AH7045
 AH7045                          SUPERSEDED SURVEY CONTROL
 AH7045
 AH7045  NGVD 29 (01/22/99) 2399.4    (m)         7872.     (f) VERT ANG       
 AH7045
 AH7045.Superseded values are not recommended for survey control.
 AH7045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7045.See file dsdata.txt to determine how the superseded data were derived.
 AH7045
 AH7045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG6900221696(NAD 83)
 AH7045_MARKER: Z = SEE DESCRIPTION
 AH7045_SETTING: 0 = UNSPECIFIED SETTING
 AH7045_PROJECTION: FLUSH
 AH7045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7045
 AH7045  HISTORY     - Date     Condition        Report By
 AH7045  HISTORY     - 1957     MONUMENTED       USGS
 AH7045
 AH7045                          STATION DESCRIPTION
 AH7045
 AH7045'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AH7045'LOCATED ABOUT 32 MI. SSW. OF ROGERSON, IDAHO, AND 7 MI. WSW. OF
 AH7045'CONTACT, NEVADA ON THE N. END AND HIGHEST POINT OF A PROMINENT ROCK
 AH7045'RIDGE.
 AH7045'REACHED BY HELICOPTER.  (BASE OF MOUNTAIN MAY BE REACHED FROM U.C.
 AH7045'LAND AND CATTLE CO.S COTTONWOOD PASTURE RD.)
 AH7045'STATION MARK--STANDARD TABLET ---STAMPED--- COLD 1957 CEMENTED IN LAVA
 AH7045'OUTCROP.
 AH7045'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET ---STAMPED---
 AH7045'COLD NO 1 1957 CEMENTED IN LAVA BOULDER, 21.23 FT. FROM STATION MARK.
 AH7045'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET ---STAMPED---
 AH7045'COLD NO 2 1957 CEMENTED IN LAVA BOULDER, 29.27 FT. FROM STATION MARK
 AH7045'AND 3 FT. LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0869 ***********************************************************************
 HQ0869  DESIGNATION -  COLE
 HQ0869  PID         -  HQ0869
 HQ0869  STATE/COUNTY-  NV/NYE
 HQ0869  USGS QUAD   -  GOLDFIELD (1987)
 HQ0869
 HQ0869                         *CURRENT SURVEY CONTROL
 HQ0869  ___________________________________________________________________
 HQ0869* NAD 83(1994)-  37 43 38.59028(N)    117 07 53.22297(W)     ADJUSTED  
 HQ0869* NAVD 88     -      2092.6    (meters)    6865.     (feet)  VERTCON   
 HQ0869  ___________________________________________________________________
 HQ0869  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 HQ0869  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 HQ0869
 HQ0869  HORZ ORDER  -  SECOND
 HQ0869
 HQ0869.The horizontal coordinates were established by classical geodetic methods
 HQ0869.and adjusted by the National Geodetic Survey in June 1998..
 HQ0869
 HQ0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0869
 HQ0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0869
 HQ0869.The geoid height was determined by GEOID03.
 HQ0869
 HQ0869;                    North         East     Units Scale Factor Converg.
 HQ0869;SPC NV C     - 6,330,449.865   459,030.189   MT  0.99992067   -0 17 03.9
 HQ0869;SPC NV C     -20,769,150.93  1,506,001.55   sFT  0.99992067   -0 17 03.9
 HQ0869;SPC NV W     - 4,331,340.544   927,983.711   MT  1.00010169   +0 53 18.7
 HQ0869;SPC NV W     -14,210,406.43  3,044,559.89   sFT  1.00010169   +0 53 18.7
 HQ0869;UTM  11      - 4,175,576.784   488,416.374   MT  0.99960165   -0 04 49.6
 HQ0869
 HQ0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0869!SPC NV C     -   0.99967576  x   0.99992067  =   0.99959645
 HQ0869!SPC NV W     -   0.99967576  x   1.00010169  =   0.99977741
 HQ0869!UTM  11      -   0.99967576  x   0.99960165  =   0.99927753
 HQ0869
 HQ0869|---------------------------------------------------------------------|
 HQ0869| PID    Reference Object                     Distance      Geod. Az  |
 HQ0869|                                                           dddmmss.s |
 HQ0869| DA8923 COLE RM 1                             4.332 METERS 13339     |
 HQ0869| DA8922 COLE AZ MK                                         2533640.8 |
 HQ0869| DA8924 COLE RM 2                             6.053 METERS 35124     |
 HQ0869|---------------------------------------------------------------------|
 HQ0869
 HQ0869                          SUPERSEDED SURVEY CONTROL
 HQ0869
 HQ0869  NAD 83(1992)-  37 43 38.58818(N)    117 07 53.22910(W) AD(       ) 2
 HQ0869  NAD 83(1986)-  37 43 38.58927(N)    117 07 53.23125(W) AD(       ) 2
 HQ0869  NAD 27      -  37 43 38.82100(N)    117 07 49.95600(W) AD(       ) 2
 HQ0869  NGVD 29 (07/19/86) 2091.4    (m)         6862.     (f) VERT ANG       
 HQ0869
 HQ0869.Superseded values are not recommended for survey control.
 HQ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0869.See file dsdata.txt to determine how the superseded data were derived.
 HQ0869
 HQ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB8841675577(NAD 83)
 HQ0869_MARKER: DS = TRIANGULATION STATION DISK
 HQ0869_SETTING: 80 = SET IN A BOULDER
 HQ0869_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HQ0869
 HQ0869  HISTORY     - Date     Condition        Report By
 HQ0869  HISTORY     - 1950     MONUMENTED       CGS
 HQ0869
 HQ0869                          STATION DESCRIPTION
 HQ0869
 HQ0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0869'THE STATION IS LOCATED ABOUT 24 MILES AIR LINE SOUTH OF
 HQ0869'TONOPAH, ABOUT 6 MILES AIR LINE EAST OF GOLDFIELD, ABOUT 1 MILE
 HQ0869'AIR LINE NORTHWEST OF COLE SPRING AND 15 FEET SOUTH OF A
 HQ0869'6 FOOT CAIRN ON THE HIGHEST POINT OF A LONG, ROCKY, NORTH-SOUTH
 HQ0869'RIDGE.  THE MARK PROJECTS 11 INCHES ABOVE THE GROUND SURFACE AND
 HQ0869'IS STAMPED COLE 1950.
 HQ0869'
 HQ0869'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 HQ0869'STATION MARK.  IT IS FLUSH WITH THE GROUND SURFACE AND STAMPED
 HQ0869'COLE NO 1 1950.
 HQ0869'
 HQ0869'REFERENCE MARK NO. 2 IS 3 FEET NORTHWEST OF A CAIRN AND
 HQ0869'APPROXIMATELY 1 FOOT HIGHER THAN THE STATION MARK.  IT PROJECTS
 HQ0869'5 INCHES ABOVE THE GROUND SURFACE AND IS STAMPED COLE NO 2 1950.
 HQ0869'
 HQ0869'THE AZIMUTH MARK IS 120 FEET WEST OF THE CENTER OF A TRACK ROAD
 HQ0869'AND 6 FEET SOUTH OF A WHITE WITNESS POST, ON THE CREST OF A
 HQ0869'LOW GRAVEL RIDGE.  IT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE
 HQ0869'AND IS STAMPED COLE 1950.
 HQ0869'
 HQ0869'TO REACH THE STATION FROM THE COURTHOUSE OF ESMERALDA COUNTY
 HQ0869'IN GOLDFIELD, GO WEST 1 BLOCK TO A CROSS STREET.  TURN RIGHT,
 HQ0869'NORTH, AND GO 0.55 MILE TO A Y FORK 0.1 MILE BEYOND THE SANTE
 HQ0869'FE CLUB.  TAKE THE LEFT FORK, STRAIGHT AHEAD, FOR 0.2 MILE TO A
 HQ0869'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A Y FORK NEAR
 HQ0869'A TWO STORY BUILDING.  TAKE THE LEFT FORK, EASTERLY, FOR 0.1
 HQ0869'MILE TO A THREE WAY FORK.  TAKE THE CENTER FORK, STRAIGHT
 HQ0869'AHEAD, ALONG THE EDGE OF A MINE DUMP FOR 0.25 MILE TO A Y FORK.
 HQ0869'TAKE THE LEFT FORK, EASTERLY, FOR 0.75 MILE TO A Y FORK AND
 HQ0869'SIGN WARNING ROAD DEAD ENDS.  TAKE THE RIGHT FORK FOR 1.55
 HQ0869'MILES TO A Y FORK.  TAKE THE LEFT FORK, STRAIGHT AHEAD,
 HQ0869'FOR 0.35 MILE TO A Y FORK.  TAKE THE RIGHT FORK, MAIN TRAVELED
 HQ0869'ROAD, FOR 1.1 MILES TO A REVERSE Y FORK.  CONTINUE STRAIGHT
 HQ0869'AHEAD FOR 0.05 MILE TO A TRACK ROAD LEFT.  TURN LEFT, EAST,
 HQ0869'AND FOLLOW THE TRACK ROAD FOR 0.45 MILE TO THE AZIMUTH
 HQ0869'MARK AS DESCRIBED ABOVE.  CONTINUE ON THE TRACK ROAD FOR
 HQ0869'0.4 MILE TO AN OLD SHACK IN THE BOTTOM OF A WASH.  FOLLOW
 HQ0869'ALONG THE SOUTH BANK OF THE WASH IN AN EASTERLY DIRECTION
 HQ0869'FOR 0.2 MILE TO THE SADDLE SOUTH OF THE MOUNTAIN AND THE END
 HQ0869'OF TRUCK TRAVEL.  PACK NORTHERLY UP THE STEEP SLOPE TO THE
 HQ0869'SUMMIT OF THE RIDGE AND A CAIRN.  THEN NORTHERLY ALONG THE
 HQ0869'RIDGE FOR ABOUT 300 YARDS TO ANOTHER CAIRN AND THE STATION.
 HQ0869'A 45 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0868 ***********************************************************************
 HQ0868  DESIGNATION -  COLE CAIRN
 HQ0868  PID         -  HQ0868
 HQ0868  STATE/COUNTY-  NV/NYE
 HQ0868  USGS QUAD   -  GOLDFIELD (1987)
 HQ0868
 HQ0868                         *CURRENT SURVEY CONTROL
 HQ0868  ___________________________________________________________________
 HQ0868* NAD 83(1994)-  37 43 38.74596(N)    117 07 53.22437(W)     ADJUSTED  
 HQ0868* NAVD 88     -      2092.     (meters)    6864.     (feet)  SCALED    
 HQ0868  ___________________________________________________________________
 HQ0868  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 HQ0868  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 HQ0868
 HQ0868  HORZ ORDER  -  THIRD
 HQ0868
 HQ0868.The horizontal coordinates were established by classical geodetic methods
 HQ0868.and adjusted by the National Geodetic Survey in June 1998..
 HQ0868
 HQ0868.The orthometric height was scaled from a topographic map.
 HQ0868
 HQ0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0868
 HQ0868.The geoid height was determined by GEOID03.
 HQ0868
 HQ0868;                    North         East     Units Scale Factor Converg.
 HQ0868;SPC NV C     - 6,330,454.665   459,030.179   MT  0.99992067   -0 17 03.9
 HQ0868;SPC NV C     -20,769,166.68  1,506,001.51   sFT  0.99992067   -0 17 03.9
 HQ0868;SPC NV W     - 4,331,345.343   927,983.602   MT  1.00010169   +0 53 18.7
 HQ0868;SPC NV W     -14,210,422.18  3,044,559.53   sFT  1.00010169   +0 53 18.7
 HQ0868;UTM  11      - 4,175,581.582   488,416.347   MT  0.99960165   -0 04 49.6
 HQ0868
 HQ0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0868!SPC NV C     -   0.99967582  x   0.99992067  =   0.99959651
 HQ0868!SPC NV W     -   0.99967582  x   1.00010169  =   0.99977748
 HQ0868!UTM  11      -   0.99967582  x   0.99960165  =   0.99927760
 HQ0868
 HQ0868                          SUPERSEDED SURVEY CONTROL
 HQ0868
 HQ0868  NAD 83(1992)-  37 43 38.74386(N)    117 07 53.23050(W) AD(       ) 4
 HQ0868  NAD 83(1986)-  37 43 38.74495(N)    117 07 53.23265(W) AD(       ) 4
 HQ0868  NAD 27      -  37 43 38.97700(N)    117 07 49.95700(W) AD(       ) 3
 HQ0868
 HQ0868.Superseded values are not recommended for survey control.
 HQ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0868.See file dsdata.txt to determine how the superseded data were derived.
 HQ0868
 HQ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB8841675582(NAD 83)
 HQ0868_MARKER: 72 = CAIRN
 HQ0868
 HQ0868  HISTORY     - Date     Condition        Report By
 HQ0868  HISTORY     - 1950     FIRST OBSERVED   CGS
 HQ0868
 HQ0868                          STATION DESCRIPTION
 HQ0868
 HQ0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HQ0868'STATION COLE IS LOCATED ABOUT 24 MILES AIR LINE SOUTH OF
 HQ0868'TONOPAH, ABOUT 6 MILES AIR LINE EAST OF GOLDFIELD, ABOUT 1 MILE
 HQ0868'AIR LINE NORTHWEST OF COLE SPRING
 HQ0868'ON THE HIGHEST POINT OF A LONG, ROCKY, NORTH-SOUTH
 HQ0868'RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0867 ***********************************************************************
 HQ0867  DESIGNATION -  COLE MOUNTAIN CAIRN
 HQ0867  PID         -  HQ0867
 HQ0867  STATE/COUNTY-  NV/NYE
 HQ0867  USGS QUAD   -  GOLDFIELD (1987)
 HQ0867
 HQ0867                         *CURRENT SURVEY CONTROL
 HQ0867  ___________________________________________________________________
 HQ0867* NAD 83(1994)-  37 43 32.48932(N)    117 07 55.51917(W)     ADJUSTED  
 HQ0867* NAVD 88     -                                                        
 HQ0867  ___________________________________________________________________
 HQ0867  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 HQ0867  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 HQ0867
 HQ0867  HORZ ORDER  -  THIRD
 HQ0867
 HQ0867.The horizontal coordinates were established by classical geodetic methods
 HQ0867.and adjusted by the National Geodetic Survey in June 1998..
 HQ0867
 HQ0867
 HQ0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0867
 HQ0867.The geoid height was determined by GEOID03.
 HQ0867
 HQ0867;                    North         East     Units Scale Factor Converg.
 HQ0867;SPC NV C     - 6,330,262.064   458,973.030   MT  0.99992073   -0 17 05.2
 HQ0867;SPC NV C     -20,768,534.79  1,505,814.02   sFT  0.99992073   -0 17 05.2
 HQ0867;SPC NV W     - 4,331,151.578   927,930.399   MT  1.00010152   +0 53 17.2
 HQ0867;SPC NV W     -14,209,786.47  3,044,384.98   sFT  1.00010152   +0 53 17.2
 HQ0867;UTM  11      - 4,175,388.840   488,359.902   MT  0.99960167   -0 04 51.0
 HQ0867
 HQ0867                          SUPERSEDED SURVEY CONTROL
 HQ0867
 HQ0867  NAD 83(1992)-  37 43 32.48707(N)    117 07 55.52523(W) AD(       ) 4
 HQ0867  NAD 83(1986)-  37 43 32.48776(N)    117 07 55.52660(W) AD(       ) 4
 HQ0867  NAD 27      -  37 43 32.71900(N)    117 07 52.25200(W) AD(       ) 3
 HQ0867
 HQ0867.Superseded values are not recommended for survey control.
 HQ0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0867.See file dsdata.txt to determine how the superseded data were derived.
 HQ0867
 HQ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB8836075389(NAD 83)
 HQ0867_MARKER: 72 = CAIRN
 HQ0867
 HQ0867  HISTORY     - Date     Condition        Report By
 HQ0867  HISTORY     - 1950     FIRST OBSERVED   CGS
 HQ0867
 HQ0867                          STATION DESCRIPTION
 HQ0867
 HQ0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0867'THE STATION IS LOCATED ABOUT 24.5 MILES AIR LINE SOUTH OF
 HQ0867'TONOPAH, ABOUT 5.5 MILES AIR LINE EAST-NORTHEAST OF GOLDFIELD
 HQ0867'AND ABOUT 200 YARDS SOUTH OF STATION COLE, ON THE SOUTH END OF A
 HQ0867'HIGH NORTH-SOUTH RIDGE.  IT IS ABOUT 6 FEET IN ELEVATION.
 HQ0867'THE POINT TAKEN WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0382 ***********************************************************************
 MV0382  DESIGNATION -  COLEMAN
 MV0382  PID         -  MV0382
 MV0382  STATE/COUNTY-  NV/WASHOE
 MV0382  USGS QUAD   -  COLEMAN CANYON (1966)
 MV0382
 MV0382                         *CURRENT SURVEY CONTROL
 MV0382  ___________________________________________________________________
 MV0382* NAD 83(1994)-  41 58 02.96250(N)    119 44 14.64076(W)     ADJUSTED  
 MV0382* NAVD 88     -      2075.2    (meters)    6808.     (feet)  VERTCON   
 MV0382  ___________________________________________________________________
 MV0382  LAPLACE CORR-           6.52  (seconds)                    DEFLEC99
 MV0382  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 MV0382
 MV0382  HORZ ORDER  -  SECOND
 MV0382
 MV0382.The horizontal coordinates were established by classical geodetic methods
 MV0382.and adjusted by the National Geodetic Survey in June 1998..
 MV0382
 MV0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0382
 MV0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0382
 MV0382.The geoid height was determined by GEOID03.
 MV0382
 MV0382;                    North         East     Units Scale Factor Converg.
 MV0382;SPC NV W     - 4,801,731.655   704,344.897   MT  1.00001255   -0 46 18.5
 MV0382;SPC NV W     -15,753,681.27  2,310,838.22   sFT  1.00001255   -0 46 18.5
 MV0382;SPC OR S     -    33,705.874 1,563,220.338   MT  1.00011213   +0 31 18.2
 MV0382;SPC OR S     -   110,583.58  5,128,675.65   iFT  1.00011213   +0 31 18.2
 MV0382;UTM  11      - 4,649,791.554   273,170.401   MT  1.00023316   -1 49 52.7
 MV0382
 MV0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0382!SPC NV W     -   0.99967785  x   1.00001255  =   0.99969040
 MV0382!SPC OR S     -   0.99967785  x   1.00011213  =   0.99978995
 MV0382!UTM  11      -   0.99967785  x   1.00023316  =   0.99991094
 MV0382
 MV0382|---------------------------------------------------------------------|
 MV0382| PID    Reference Object                     Distance      Geod. Az  |
 MV0382|                                                           dddmmss.s |
 MV0382| CD6247 COLEMAN RM 1                          5.328 METERS 08037     |
 MV0382| CD6246 COLEMAN AZ MK                                      1045822.8 |
 MV0382| CD6248 COLEMAN RM 2                          5.547 METERS 15258     |
 MV0382| MV0381 COLEMAN CAIRN                       346.256 METERS 16555     |
 MV0382|---------------------------------------------------------------------|
 MV0382
 MV0382                          SUPERSEDED SURVEY CONTROL
 MV0382
 MV0382  NAD 83(1992)-  41 58 02.96227(N)    119 44 14.63929(W) AD(       ) 2
 MV0382  NAD 83(1991)-  41 58 02.96239(N)    119 44 14.63929(W) AD(       ) 2
 MV0382  NAD 83(1986)-  41 58 02.96413(N)    119 44 14.63852(W) AD(       ) 2
 MV0382  NAD 27      -  41 58 03.35200(N)    119 44 10.85600(W) AD(       ) 2
 MV0382  NGVD 29 (07/19/86) 2074.0    (m)         6804.     (f) VERT ANG       
 MV0382
 MV0382.Superseded values are not recommended for survey control.
 MV0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0382.See file dsdata.txt to determine how the superseded data were derived.
 MV0382
 MV0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG7317049792(NAD 83)
 MV0382_MARKER: DS = TRIANGULATION STATION DISK
 MV0382_SETTING: 80 = SET IN A BOULDER
 MV0382_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MV0382
 MV0382  HISTORY     - Date     Condition        Report By
 MV0382  HISTORY     - 1950     MONUMENTED       CGS
 MV0382
 MV0382                          STATION DESCRIPTION
 MV0382
 MV0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 MV0382'STATION IS ON THE HIGHEST POINT OF THE NORTHERN AND HIGHEST
 MV0382'OF TWO PEAKS AT THE SOUTHEAST END OF COLEMAN VALLEY.  IT IS
 MV0382'ABOUT 20 MILES AIRLINE SOUTHEAST OF ADEL.  23 MILES AIRLINE
 MV0382'EAST-NORTHEAST OF FT. BIDWELL AND 36 MILES AIRLINE EAST-SOUTHEAST
 MV0382'OF LAKEVIEW.  IT IS 8 FEET WEST OF A WITNESS POST.  THE MARK
 MV0382'IS A STANDARD BRONZE DISK SET IN A BOULDER THAT PROJECTS 3
 MV0382'INCHES AND THE DISK IS STAMPED COLEMAN 1950.
 MV0382'
 MV0382'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A BOULDER
 MV0382'THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED COLEMAN NO 1
 MV0382'1950.
 MV0382'
 MV0382'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A BOULDER
 MV0382'THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED COLEMAN NO 2 1950.
 MV0382'
 MV0382'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BOULDER
 MV0382'THAT PROJECTS 3 FEET.  IT IS 1 FOOT WEST OF A WITNESS POST AND
 MV0382'THE DISK IS STAMPED COLEMAN 1950.
 MV0382'
 MV0382'TO REACH FROM THE POST OFFICE IN ADEL.  GO SOUTH ON THE FT.
 MV0382'BIDWELL ROAD FOR 2.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT,
 MV0382'EAST, AND FOLLOW MAIN ROAD FOR 15.65 MILES TO A FORK AND SIGN
 MV0382'COLEMAN RANCH.  KEEP LEFT FORK FOR 5.1 MILES TO A FORK AND
 MV0382'SIGN BURNS, GUANO.  KEEP LEFT FORK FOR 0.4 MILE TO A DIM TRACK
 MV0382'ROAD ON THE LEFT, JUST AFTER PASSING A SMALL BRIDGE.  TURN
 MV0382'LEFT, NORTHWESTERLY, FOR 0.55 MILE TO A DIM FORK.  KEEP RIGHT
 MV0382'FOR 0.1 MILE TO A FORK.  KEEP LEFT, WESTERLY, FOR 0.25 MILE TO
 MV0382'A FORK.  KEEP RIGHT AND GO NORTH ON DIM TRACK ROAD FOR 1.8
 MV0382'MILES TO A GROUP OF TREES AND SOME OLD TREE STUMPS.  BEAR WEST
 MV0382'TOWARD THE SADDLE BETWEEN THE TWO PEAKS FOR 0.4 MILE TO THE
 MV0382'AZIMUTH MARK ON THE LAST BENCH BEFORE REACHING THE BASE OF
 MV0382'THE HILL.  CONTINUE UP THE DRAW BETWEEN THE TWO HILLS TO TOP
 MV0382'OF SADDLE THEN RIGHT TO TOP OF HILL AND THE STATION.  A
 MV0382'4-WHEEL DRIVE CAN BE DRIVEN TO STATION IF YOU PICK YOUR
 MV0382'WAY CAREFULLY THROUGH BOULDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0381 ***********************************************************************
 MV0381  DESIGNATION -  COLEMAN CAIRN
 MV0381  PID         -  MV0381
 MV0381  STATE/COUNTY-  NV/WASHOE
 MV0381  USGS QUAD   -  COLEMAN CANYON (1966)
 MV0381
 MV0381                         *CURRENT SURVEY CONTROL
 MV0381  ___________________________________________________________________
 MV0381* NAD 83(1994)-  41 57 52.07715(N)    119 44 10.98208(W)     ADJUSTED  
 MV0381* NAVD 88     -                                                        
 MV0381  ___________________________________________________________________
 MV0381  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 MV0381  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 MV0381
 MV0381  HORZ ORDER  -  THIRD
 MV0381
 MV0381.The horizontal coordinates were established by classical geodetic methods
 MV0381.and adjusted by the National Geodetic Survey in June 1998..
 MV0381
 MV0381
 MV0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0381
 MV0381.The geoid height was determined by GEOID03.
 MV0381
 MV0381;                    North         East     Units Scale Factor Converg.
 MV0381;SPC NV W     - 4,801,394.696   704,424.615   MT  1.00001237   -0 46 15.8
 MV0381;SPC NV W     -15,752,575.77  2,311,099.76   sFT  1.00001237   -0 46 15.8
 MV0381;SPC OR S     -    33,370.767 1,563,307.650   MT  1.00011322   +0 31 20.7
 MV0381;SPC OR S     -   109,484.14  5,128,962.11   iFT  1.00011322   +0 31 20.7
 MV0381;UTM  11      - 4,649,453.104   273,243.890   MT  1.00023275   -1 49 49.9
 MV0381
 MV0381                          SUPERSEDED SURVEY CONTROL
 MV0381
 MV0381  NAD 83(1992)-  41 57 52.07399(N)    119 44 10.97934(W) AD(       ) 4
 MV0381  NAD 83(1991)-  41 57 52.07411(N)    119 44 10.97979(W) AD(       ) 4
 MV0381  NAD 83(1986)-  41 57 52.07841(N)    119 44 10.98236(W) AD(       ) 4
 MV0381  NAD 27      -  41 57 52.46000(N)    119 44 07.20000(W) AD(       ) 3
 MV0381
 MV0381.Superseded values are not recommended for survey control.
 MV0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0381.See file dsdata.txt to determine how the superseded data were derived.
 MV0381
 MV0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG7324449453(NAD 83)
 MV0381_MARKER: 72 = CAIRN
 MV0381
 MV0381  HISTORY     - Date     Condition        Report By
 MV0381  HISTORY     - 1950     FIRST OBSERVED   CGS
 MV0381
 MV0381                          STATION DESCRIPTION
 MV0381
 MV0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 MV0381'STATION IS THE TOP CENTER OF THE LONE CAIRN WHICH IS APPROXIMATELY
 MV0381'0.25 MILE SOUTH OF TRIANGULATION STATION COLEMAN.  IT IS NEAR
 MV0381'THE HIGHEST POINT OF THE NORTHERN AND HIGHEST OF TWO PEAKS
 MV0381'AT THE SOUTHEAST END OF COLEMAN VALLEY AND IS ABOUT 20 MILES
 MV0381'AIR LINE SOUTHEAST OF ADEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0823 ***********************************************************************
 HQ0823  DESIGNATION -  COLINE
 HQ0823  PID         -  HQ0823
 HQ0823  STATE/COUNTY-  NV/NYE
 HQ0823  USGS QUAD   -  STONEWALL PASS (1968)
 HQ0823
 HQ0823                         *CURRENT SURVEY CONTROL
 HQ0823  ___________________________________________________________________
 HQ0823* NAD 83(1994)-  37 26 38.27053(N)    117 09 56.11644(W)     ADJUSTED  
 HQ0823* NAVD 88     -      1405.350  (meters)    4610.72   (feet)  ADJUSTED  
 HQ0823  ___________________________________________________________________
 HQ0823  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HQ0823  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 HQ0823  DYNAMIC HT  -        1403.801 (meters)    4605.64  (feet)  COMP
 HQ0823  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 HQ0823
 HQ0823  HORZ ORDER  -  THIRD
 HQ0823  VERT ORDER  -  FIRST     CLASS II
 HQ0823
 HQ0823.The horizontal coordinates were established by classical geodetic methods
 HQ0823.and adjusted by the National Geodetic Survey in June 1998..
 HQ0823
 HQ0823.The orthometric height was determined by differential leveling
 HQ0823.and adjusted by the National Geodetic Survey in June 1991..
 HQ0823
 HQ0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0823
 HQ0823.The geoid height was determined by GEOID03.
 HQ0823
 HQ0823.The dynamic height is computed by dividing the NAVD 88
 HQ0823.geopotential number by the normal gravity value computed on the
 HQ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0823.degrees latitude (g = 980.6199 gals.).
 HQ0823
 HQ0823.The modeled gravity was interpolated from observed gravity values.
 HQ0823
 HQ0823;                    North         East     Units Scale Factor Converg.
 HQ0823;SPC NV C     - 6,299,011.546   455,853.989   MT  0.99992400   -0 18 12.0
 HQ0823;SPC NV C     -20,666,007.05  1,495,580.96   sFT  0.99992400   -0 18 12.0
 HQ0823;SPC NV W     - 4,299,838.435   925,449.218   MT  1.00009379   +0 51 43.5
 HQ0823;SPC NV W     -14,107,053.27  3,036,244.64   sFT  1.00009379   +0 51 43.5
 HQ0823;UTM  11      - 4,144,137.462   485,352.737   MT  0.99960264   -0 06 02.4
 HQ0823
 HQ0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0823!SPC NV C     -   0.99978365  x   0.99992400  =   0.99970767
 HQ0823!SPC NV W     -   0.99978365  x   1.00009379  =   0.99987742
 HQ0823!UTM  11      -   0.99978365  x   0.99960264  =   0.99938638
 HQ0823
 HQ0823                          SUPERSEDED SURVEY CONTROL
 HQ0823
 HQ0823  NAD 83(1992)-  37 26 38.26781(N)    117 09 56.11721(W) AD(       ) 3
 HQ0823  NAD 83(1986)-  37 26 38.26930(N)    117 09 56.11898(W) AD(       ) 3
 HQ0823  NAD 27      -  37 26 38.50400(N)    117 09 52.85100(W) AD(       ) 3
 HQ0823  NGVD 29 (05/01/91) 1404.278  (m)         4607.20   (f) ADJUSTED    1 2
 HQ0823
 HQ0823.Superseded values are not recommended for survey control.
 HQ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0823.See file dsdata.txt to determine how the superseded data were derived.
 HQ0823
 HQ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB8535344137(NAD 83)
 HQ0823_MARKER: DS = TRIANGULATION STATION DISK
 HQ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0823_SP_SET: CONCRETE POST
 HQ0823_STAMPING: COLINE 1950
 HQ0823_MARK LOGO: CGS   
 HQ0823_PROJECTION: PROJECTING 10 CENTIMETERS
 HQ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0823+STABILITY: SURFACE MOTION
 HQ0823
 HQ0823  HISTORY     - Date     Condition        Report By
 HQ0823  HISTORY     - 1950     MONUMENTED       CGS
 HQ0823  HISTORY     - 1955     GOOD             CGS
 HQ0823  HISTORY     - 1983     GOOD             NGS
 HQ0823
 HQ0823                          STATION DESCRIPTION
 HQ0823
 HQ0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0823'THE STATION IS LOCATED ALONG U.S. HIGHWAY 95, 5 MILES SOUTH
 HQ0823'OF THE INTERSECTION OF U.S. HIGHWAY 95 AND NEVADA STATE HIGHWAY
 HQ0823'3, AT A POINT WHERE THE ESMERALDA-NYE COUNTY CROSSES THE HIGHWAY.
 HQ0823'THE MARK IS 77.0 FEET EAST NORTHEAST OF THE CENTER OF THE
 HQ0823'HIGHWAY, 37 PACES EAST SOUTHEAST OF HIGHWAY CULVERT NUMBER
 HQ0823'C1 + 2, 24 PACES NORTHEAST OF THE COUNTY LINE SIGN, AND 3
 HQ0823'FEET NORTHWEST OF A 4 X 4 INCH WITNESS POST.
 HQ0823'
 HQ0823'THE STATION MARK IS A STANDARD BRONZE STATION MARK DISK THAT
 HQ0823'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 4
 HQ0823'INCHES.  AN UNDERGROUND MARK IS SET DIRECTLY BENEATH THIS
 HQ0823'MARK.  THE MARKS ARE STAMPED COLINE 1950.
 HQ0823
 HQ0823                          STATION RECOVERY (1955)
 HQ0823
 HQ0823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 HQ0823'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HQ0823
 HQ0823                          STATION RECOVERY (1983)
 HQ0823
 HQ0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0823'30.2 KM (18.7 MI) SOUTH FROM GOLDFIELD.
 HQ0823'30.2 KM (18.7 MI) SOUTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0823'GOLDFIELD, 6.65 KM (4.15 MI) SOUTH OF THE T-JUNCTION OF STATE HIGHWAY
 HQ0823'266, 53.0 METERS (174 FT) NORTH OF THE ESMERALDA COUNTY MILEPOST 0, ON
 HQ0823'THE ESMERALDA-NYE COUNTY LINE, 23.4 METERS (77 FT) EAST OF THE HIGHWAY
 HQ0823'CENTERLINE, 27.4 METERS (90 FT) SOUTH OF THE EAST END OF A 36-INCH
 HQ0823'CORRUGATED METAL PIPE CULVERT.
 HQ0823'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 HQ0823'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1157 ***********************************************************************
 FS1157  DESIGNATION -  COLLIE
 FS1157  PID         -  FS1157
 FS1157  STATE/COUNTY-  NV/CLARK
 FS1157  USGS QUAD   -  WEST OF JUNIPER MINE (1984)
 FS1157
 FS1157                         *CURRENT SURVEY CONTROL
 FS1157  ___________________________________________________________________
 FS1157* NAD 83(1994)-  35 14 02.85259(N)    114 53 17.61039(W)     ADJUSTED  
 FS1157* NAVD 88     -       727.     (meters)    2385.     (feet)  SCALED    
 FS1157  ___________________________________________________________________
 FS1157  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 FS1157  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 FS1157
 FS1157  HORZ ORDER  -  THIRD
 FS1157
 FS1157.The horizontal coordinates were established by classical geodetic methods
 FS1157.and adjusted by the National Geodetic Survey in June 1998..
 FS1157
 FS1157.The orthometric height was scaled from a topographic map.
 FS1157
 FS1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1157
 FS1157.The geoid height was determined by GEOID03.
 FS1157
 FS1157;                    North         East     Units Scale Factor Converg.
 FS1157;SPC NV E     - 8,053,925.163   263,268.081   MT  0.99994931   +0 24 03.7
 FS1157;SPC NV E     -26,423,586.14    863,738.70   sFT  0.99994931   +0 24 03.7
 FS1157;SPC CA 5     -   696,745.493 2,283,199.476   MT  0.99995758   +1 46 25.5
 FS1157;SPC CA 5     - 2,285,905.84  7,490,796.95   sFT  0.99995758   +1 46 25.5
 FS1157;UTM  11      - 3,901,050.860   692,167.127   MT  1.00005512   +1 13 07.3
 FS1157
 FS1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1157!SPC NV E     -   0.99989056  x   0.99994931  =   0.99983988
 FS1157!SPC CA 5     -   0.99989056  x   0.99995758  =   0.99984814
 FS1157!UTM  11      -   0.99989056  x   1.00005512  =   0.99994567
 FS1157
 FS1157:                Primary Azimuth Mark                     Grid Az
 FS1157:SPC NV E     -  FLAT TOPPED MOUNTAIN CAIRN               072 44 15.1
 FS1157:SPC CA 5     -  FLAT TOPPED MOUNTAIN CAIRN               071 21 53.3
 FS1157:UTM  11      -  FLAT TOPPED MOUNTAIN CAIRN               071 55 11.5
 FS1157
 FS1157|---------------------------------------------------------------------|
 FS1157| PID    Reference Object                     Distance      Geod. Az  |
 FS1157|                                                           dddmmss.s |
 FS1157| FS1079 FLAT TOPPED MOUNTAIN CAIRN          APPROX.15.7 KM 0730818.8 |
 FS1157| FS1144 FIRST SHARP PK W ON LINE GAP        APPROX.23.4 KM 1474111.2 |
 FS1157| FS1153 SHARP BUTTE SW END PIUTE VAL        APPROX.10.3 KM 1944541.0 |
 FS1157| FS1155 T 134                               APPROX. 2.3 KM 2275009.8 |
 FS1157| FS1152 VON SCHMIDT 592 MI POST             APPROX. 3.4 KM 2525407.7 |
 FS1157|---------------------------------------------------------------------|
 FS1157
 FS1157                          SUPERSEDED SURVEY CONTROL
 FS1157
 FS1157  NAD 83(1992)-  35 14 02.85260(N)    114 53 17.61035(W) AD(1991.35) 3
 FS1157  NAD 83(1992)-  35 14 02.85373(N)    114 53 17.61043(W) AD(       ) 3
 FS1157  NAD 83(1986)-  35 14 02.85903(N)    114 53 17.60303(W) AD(       ) 3
 FS1157  NAD 27      -  35 14 02.94700(N)    114 53 14.79200(W) AD(       ) 3
 FS1157
 FS1157.Superseded values are not recommended for survey control.
 FS1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1157.See file dsdata.txt to determine how the superseded data were derived.
 FS1157
 FS1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9216701051(NAD 83)
 FS1157_MARKER: N = NAIL
 FS1157_SETTING: 0 = UNSPECIFIED SETTING
 FS1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1157
 FS1157  HISTORY     - Date     Condition        Report By
 FS1157  HISTORY     - 1899     MONUMENTED       CGS
 FS1157
 FS1157                          STATION DESCRIPTION
 FS1157
 FS1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (CHS)
 FS1157'STATION IS BUILT ON THE MESA ON THE W SIDE OF PIUTE VALLEY W OF
 FS1157'THE RANGE OF BUTTES ON THE W SIDE OF PINTE VALLEY AND IN WHICH
 FS1157'T 135 AND HOUSE ARE LOCATED.  MARKED BY A 2- BY 2-INCH PINE
 FS1157'STUB WITH NAIL IN IT.  A MOUND OF SAND WAS BUILT AROUND FOOT
 FS1157'OF POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8318 ***********************************************************************
 DE8318  DESIGNATION -  COLORED 2 RESET
 DE8318  PID         -  DE8318
 DE8318  STATE/COUNTY-  NV/CLARK
 DE8318  USGS QUAD   -  LAS VEGAS NW (1983)
 DE8318
 DE8318                         *CURRENT SURVEY CONTROL
 DE8318  ___________________________________________________________________
 DE8318* NAD 83(1994)-  36 11 16.19671(N)    115 09 06.33586(W)     ADJUSTED  
 DE8318* NAVD 88     -       621.     (meters)    2037.     (feet)  SCALED    
 DE8318  ___________________________________________________________________
 DE8318  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 DE8318  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DE8318
 DE8318  HORZ ORDER  -  SECOND
 DE8318
 DE8318.The horizontal coordinates were established by classical geodetic methods
 DE8318.and adjusted by the National Geodetic Survey in June 1998..
 DE8318.No horizontal observational check was made to the station.
 DE8318
 DE8318.The orthometric height was scaled from a topographic map.
 DE8318
 DE8318.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8318
 DE8318.The geoid height was determined by GEOID03.
 DE8318
 DE8318;                    North         East     Units Scale Factor Converg.
 DE8318;SPC NV E     - 8,159,596.728   238,815.993   MT  0.99991856   +0 15 17.3
 DE8318;SPC NV E     -26,770,276.93    783,515.47   sFT  0.99991856   +0 15 17.3
 DE8318;UTM  11      - 4,006,365.104   666,190.374   MT  0.99994031   +1 05 29.5
 DE8318
 DE8318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8318!SPC NV E     -   0.99990700  x   0.99991856  =   0.99982557
 DE8318!UTM  11      -   0.99990700  x   0.99994031  =   0.99984731
 DE8318
 DE8318|---------------------------------------------------------------------|
 DE8318| PID    Reference Object                     Distance      Geod. Az  |
 DE8318|                                                           dddmmss.s |
 DE8318| GR1111 COLORED 2 RM 7                        7.742 METERS 07211     |
 DE8318| GR1947 LAS VEGAS CITY WATER TANK 1         APPROX. 2.0 KM 1790416.8 |
 DE8318| CC4520 COLORED 2 AZ MK                                    1863617.0 |
 DE8318| GR1112 COLORED 2 RM 8                        9.781 METERS 20748     |
 DE8318| GR1106 COLORED                              61.362 METERS 35819     |
 DE8318|---------------------------------------------------------------------|
 DE8318
 DE8318                          SUPERSEDED SURVEY CONTROL
 DE8318
 DE8318  NAD 83(1994)-  36 11 16.19740(N)    115 09 06.34001(W) AD(       ) 2
 DE8318  NAD 83(1992)-  36 11 16.19753(N)    115 09 06.34103(W) AD(       ) 2
 DE8318  NAD 83(1992)-  36 11 16.19623(N)    115 09 06.34119(W) AD(       ) 2
 DE8318  NAD 83(1986)-  36 11 16.18953(N)    115 09 06.32323(W) AD(       ) 2
 DE8318
 DE8318.Superseded values are not recommended for survey control.
 DE8318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8318.See file dsdata.txt to determine how the superseded data were derived.
 DE8318
 DE8318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6619006365(NAD 83)
 DE8318_MARKER: DS = TRIANGULATION STATION DISK
 DE8318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8318_STAMPING: COLORED 2 1985
 DE8318_MARK LOGO: NGS   
 DE8318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8318+STABILITY: SURFACE MOTION
 DE8318
 DE8318  HISTORY     - Date     Condition        Report By
 DE8318  HISTORY     - 1985     MONUMENTED       NGS
 DE8318  HISTORY     - 19870721 GOOD             LOCSUR
 DE8318
 DE8318                          STATION DESCRIPTION
 DE8318
 DE8318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DE8318'RECOVERED AS DESCRIBED.  THE STATION MARK POST WAS FOUND WITH THE DISK
 DE8318'MISSING.  A NEW POST WAS SET AND THE SURFACE DISK PLUMED OVER THE
 DE8318'UNDERGROUND DISK.  REFERENCE MARKS 7, 8 AND THE 1971 AZIMUTH MARK WERE
 DE8318'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE
 DE8318'REFERENCE MARKS AGREED WITH THE PREVIOUS DATA.  THE STATION IS LOCATED
 DE8318'IN THE SOUTHEAST ANGLE OF HARRISON AVENUE AND H STREET IN LAS VEGAS,
 DE8318'ABOUT 46 METERS (150.9 FT) SOUTH OF THE INTERSECTION OF OWENS STREET
 DE8318'AND H STREET.
 DE8318' 
 DE8318'THE STATION IS A STANDARD NGS DISK STAMPED--COLORED 2 1985--, SET INTO
 DE8318'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 DE8318'GROUND LOCATED 28 FT (8.5 M) S FROM THE CENTER OF HARRISON AVENUE,
 DE8318'45.3 FT (13.8 M) E FROM THE CENTER OF H STREET, 7.4 FT (2.3 M) S FROM
 DE8318'THE SOUTH CURB FACE OF HARRISON AVENUE AT POINT OF CURVE, 17.3 FT (5.3
 DE8318'M) E FROM THE EAST CURB FACE OF H STREET AT POINT OF CURVE, AND 43.9
 DE8318'FT (13.4 M) NNE FROM A STEEL LAMP POLE.  THE UNDERGROUND MARK IS A
 DE8318'STANDARD CGS DISK STAMPED--COLORED 2 1971--, IMBEDDED IN THE GROUND 1
 DE8318'M (3.3 FT) BELOW THE SURFACE.
 DE8318' 
 DE8318'REFERENCE MARK NO 7 IS A STANDARD CGS DISK STAMPED--COLORED 2 1971 NO
 DE8318'7--, SET INTO THE TOP OF THE SOUTH CURB OF HARRISON AVENUE, LOCATED 22
 DE8318'FT (6.7 M) S FROM THE CENTER OF HARRISON AVENUE, 69 FT (21.0 M) E FROM
 DE8318'THE CENTER OF H STREET, 45 FT (13.7 M) S FROM NEVADA POWER COMPANY
 DE8318'POLE NUMBER 44281, 62 FT (18.9 M) NE FROM A STEEL LAMP POLE, AND LOWER
 DE8318'THAN THE STATION.
 DE8318' 
 DE8318'REFERENCE MARK NO 8 IS A STANDARD CGS DISK STAMPED--COLORED 2 NO 8
 DE8318'1971--, SET INTO THE TOP OF THE EAST CURB OF H STREET LOCATED 13.5 FT
 DE8318'(4.1 M) N FROM A STEEL LAMP POLE, 29 FT (8.8 M) E FROM CENTER OF H
 DE8318'STREET, 58 FT (17.7 M) S FROM CENTER OF HARRISON AVENUE AND LOWER THAN
 DE8318'THE STATION.
 DE8318' 
 DE8318'AZIMUTH MARK NO 2 IS A STANDARD CGS DISK STAMPED--COLORED 2 1971--,
 DE8318'SET INTO THE TOP OF THE WEST CURB OF H STREET LOCATED 100 FT (30.5 M)
 DE8318'N FROM THE INTERSECTION OF JACKSON STREET AND H STREET AND 5 FT (1.5
 DE8318'M) SE FROM A LAMP POLE. TO REACH THE AZIMUTH MARK FROM THE STATION GO
 DE8318'SOUTH ON H STREET FOR 0.2 KM (0.10 MI).
 DE8318
 DE8318                          STATION RECOVERY (1987)
 DE8318
 DE8318'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 DE8318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1111 ***********************************************************************
 GR1111  DESIGNATION -  COLORED 2 RM 7
 GR1111  PID         -  GR1111
 GR1111  STATE/COUNTY-  NV/CLARK
 GR1111  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1111
 GR1111                         *CURRENT SURVEY CONTROL
 GR1111  ___________________________________________________________________
 GR1111* NAD 83(1986)-  36 11 16.     (N)    115 09 06.     (W)     SCALED    
 GR1111* NAVD 88     -       620.18   (+/-2cm)    2034.7    (feet)  VERTCON   
 GR1111  ___________________________________________________________________
 GR1111  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GR1111
 GR1111  VERT ORDER  -  THIRD (See Below)
 GR1111
 GR1111.The horizontal coordinates were scaled from a topographic map and have
 GR1111.an estimated accuracy of +/- 6 seconds.
 GR1111
 GR1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1111.The vertical order pertains to the NGVD 29 superseded value.
 GR1111
 GR1111.The geoid height was determined by GEOID03.
 GR1111
 GR1111;                    North         East    Units  Estimated Accuracy
 GR1111;SPC NV E     - 8,159,590.      238,820.      MT  (+/- 180 meters Scaled)
 GR1111
 GR1111                          SUPERSEDED SURVEY CONTROL
 GR1111
 GR1111  NGVD 29 (07/31/00)  619.56   (m)         2032.7    (f) RESET       3  
 GR1111
 GR1111.Superseded values are not recommended for survey control.
 GR1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1111.See file dsdata.txt to determine how the superseded data were derived.
 GR1111
 GR1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA661063(NAD 83)
 GR1111_MARKER: DR = REFERENCE MARK DISK
 GR1111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR1111_SP_SET: CURB
 GR1111_STAMPING: COLORED 2 NO 7 1971
 GR1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1111
 GR1111  HISTORY     - Date     Condition        Report By
 GR1111  HISTORY     - 1971     MONUMENTED       NGS
 GR1111  HISTORY     - 19870721 GOOD             LOCSUR
 GR1111
 GR1111                          STATION DESCRIPTION
 GR1111
 GR1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GR1111'IN LAS VEGAS.
 GR1111'AT THE SOUTHEAST INTERSECTION OF HARRISON AVENUE AND H STREET WHICH
 GR1111'WILL BE OWENS AVENUE AND H STREET AFTER CONSTRUCTION.  25 FEET WEST OF
 GR1111'STATION COLORED 2, AND 37 FEET EAST OF THE EAST CURB OF H STREET. THE
 GR1111'MARK IS SET IN A DRILL HOLE IN THE SOUTH CURB OF HARRISON AVENUE.
 GR1111
 GR1111                          STATION RECOVERY (1987)
 GR1111
 GR1111'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GR1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1112 ***********************************************************************
 GR1112  DESIGNATION -  COLORED 2 RM 8
 GR1112  PID         -  GR1112
 GR1112  STATE/COUNTY-  NV/CLARK
 GR1112  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1112
 GR1112                         *CURRENT SURVEY CONTROL
 GR1112  ___________________________________________________________________
 GR1112* NAD 83(1986)-  36 11 16.     (N)    115 09 06.     (W)     SCALED    
 GR1112* NAVD 88     -       620.36   (+/-2cm)    2035.3    (feet)  VERTCON   
 GR1112  ___________________________________________________________________
 GR1112  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GR1112
 GR1112  VERT ORDER  -  THIRD (See Below)
 GR1112
 GR1112.The horizontal coordinates were scaled from a topographic map and have
 GR1112.an estimated accuracy of +/- 6 seconds.
 GR1112
 GR1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1112.The vertical order pertains to the NGVD 29 superseded value.
 GR1112
 GR1112.The geoid height was determined by GEOID03.
 GR1112
 GR1112;                    North         East    Units  Estimated Accuracy
 GR1112;SPC NV E     - 8,159,590.      238,820.      MT  (+/- 180 meters Scaled)
 GR1112
 GR1112                          SUPERSEDED SURVEY CONTROL
 GR1112
 GR1112  NGVD 29 (07/31/00)  619.74   (m)         2033.3    (f) RESET       3  
 GR1112
 GR1112.Superseded values are not recommended for survey control.
 GR1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1112.See file dsdata.txt to determine how the superseded data were derived.
 GR1112
 GR1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA661063(NAD 83)
 GR1112_MARKER: DR = REFERENCE MARK DISK
 GR1112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR1112_SP_SET: CURB
 GR1112_STAMPING: COLORED 2 NO 8 1971
 GR1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1112
 GR1112  HISTORY     - Date     Condition        Report By
 GR1112  HISTORY     - 1971     MONUMENTED       NGS
 GR1112  HISTORY     - 19870721 GOOD             LOCSUR
 GR1112
 GR1112                          STATION DESCRIPTION
 GR1112
 GR1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GR1112'IN LAS VEGAS.
 GR1112'AT THE SOUTHEAST INTERSECTION OF HARRISON AVENUE AND H STREET WHICH
 GR1112'WILL BE OWENS AVENUE AND H STREET AFTER CONSTRUCTION.  32 FEET
 GR1112'SOUTHWEST OF STATION COLORED 2, 27 FEET SOUTH OF THE SOUTH CURB OF
 GR1112'HARRISON AVENUE.  THE MARK IS SET IN A DRILL HOLE IN THE EAST CURB OF
 GR1112'H STREET.
 GR1112
 GR1112                          STATION RECOVERY (1987)
 GR1112
 GR1112'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GR1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1109 ***********************************************************************
 GR1109  DESIGNATION -  COLORED AZ MK
 GR1109  PID         -  GR1109
 GR1109  STATE/COUNTY-  NV/CLARK
 GR1109  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1109
 GR1109                         *CURRENT SURVEY CONTROL
 GR1109  ___________________________________________________________________
 GR1109* NAD 83(1986)-  36 11 18.     (N)    115 09 20.     (W)     SCALED    
 GR1109* NAVD 88     -       623.38   (+/-2cm)    2045.2    (feet)  VERTCON   
 GR1109  ___________________________________________________________________
 GR1109  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1109
 GR1109  VERT ORDER  -  FIRST     CLASS I (See Below)
 GR1109
 GR1109.The horizontal coordinates were scaled from a topographic map and have
 GR1109.an estimated accuracy of +/- 6 seconds.
 GR1109
 GR1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1109.The vertical order pertains to the NGVD 29 superseded value.
 GR1109
 GR1109.The geoid height was determined by GEOID03.
 GR1109
 GR1109;                    North         East    Units  Estimated Accuracy
 GR1109;SPC NV E     - 8,159,650.      238,470.      MT  (+/- 180 meters Scaled)
 GR1109
 GR1109                          SUPERSEDED SURVEY CONTROL
 GR1109
 GR1109  NGVD 29 (??/??/92)  622.758  (m)         2043.17   (f) ADJ UNCH    1 1
 GR1109
 GR1109.Superseded values are not recommended for survey control.
 GR1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1109.See file dsdata.txt to determine how the superseded data were derived.
 GR1109
 GR1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA658064(NAD 83)
 GR1109_MARKER: DZ = AZIMUTH MARK DISK
 GR1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1109_STAMPING: COLORED 1947
 GR1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1109+STABILITY: SURFACE MOTION
 GR1109
 GR1109  HISTORY     - Date     Condition        Report By
 GR1109  HISTORY     - 1947     MONUMENTED       CGS
 GR1109  HISTORY     - 1957     GOOD             NGS
 GR1109  HISTORY     - 1971     MARK NOT FOUND   NGS
 GR1109
 GR1109                          STATION DESCRIPTION
 GR1109
 GR1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR1109'1.9 MI N FROM LAS VEGAS.
 GR1109'0.9 MILE NORTHWEST ALONG U. S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1109'RAILROAD STATION AT LAS VEGAS, THENCE 1.0 MILE NORTH ALONG H STREET,
 GR1109'0.2 MILE WEST OF TRIANGULATION STATION COLORED, 72 FEET SOUTH OF THE
 GR1109'CENTER OF THE T JUNCTION OF A GRAVELED ROAD LEADING NORTH TO VEGAS
 GR1109'HEIGHTS AND A TRACK ROAD LEADING SOUTH, 16 1/2 FEET EAST OF THE
 GR1109'CENTERLINE OF THE TRACK ROAD, 1 1/2 FEET NORTH OF A GUY WIRE POLE,
 GR1109'ABOUT 1 FOOT HIGHER THAN THE STREET, AND SET IN THE TOP OF A CONCRETE
 GR1109'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 GR1109
 GR1109                          STATION RECOVERY (1971)
 GR1109
 GR1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GR1109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0333 ***********************************************************************
 HQ0333  DESIGNATION -  COLUMBIA
 HQ0333  PID         -  HQ0333
 HQ0333  STATE/COUNTY-  NV/ESMERALDA
 HQ0333  USGS QUAD   -  GOLDFIELD (1987)
 HQ0333
 HQ0333                         *CURRENT SURVEY CONTROL
 HQ0333  ___________________________________________________________________
 HQ0333* NAD 83(1994)-  37 44 36.46728(N)    117 14 18.18335(W)     ADJUSTED  
 HQ0333* NAVD 88     -      1714.06   (+/-2cm)    5623.5    (feet)  VERTCON   
 HQ0333  ___________________________________________________________________
 HQ0333  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 HQ0333  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 HQ0333
 HQ0333  HORZ ORDER  -  THIRD
 HQ0333  VERT ORDER  -  FIRST     CLASS II (See Below)
 HQ0333
 HQ0333.The horizontal coordinates were established by classical geodetic methods
 HQ0333.and adjusted by the National Geodetic Survey in June 1998..
 HQ0333
 HQ0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0333.The vertical order pertains to the NGVD 29 superseded value.
 HQ0333
 HQ0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0333
 HQ0333.The geoid height was determined by GEOID03.
 HQ0333
 HQ0333;                    North         East     Units Scale Factor Converg.
 HQ0333;SPC NV W     - 4,332,984.081   918,531.413   MT  1.00007300   +0 49 24.2
 HQ0333;SPC NV W     -14,215,798.61  3,013,548.48   sFT  1.00007300   +0 49 24.2
 HQ0333;SPC NV C     - 6,332,286.286   449,615.041   MT  0.99993126   -0 20 59.9
 HQ0333;SPC NV C     -20,775,175.92  1,475,112.01   sFT  0.99993126   -0 20 59.9
 HQ0333;UTM  11      - 4,177,379.088   478,997.785   MT  0.99960543   -0 08 45.3
 HQ0333
 HQ0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0333!SPC NV W     -   0.99973511  x   1.00007300  =   0.99980809
 HQ0333!SPC NV C     -   0.99973511  x   0.99993126  =   0.99966639
 HQ0333!UTM  11      -   0.99973511  x   0.99960543  =   0.99934065
 HQ0333
 HQ0333|---------------------------------------------------------------------|
 HQ0333| PID    Reference Object                     Distance      Geod. Az  |
 HQ0333|                                                           dddmmss.s |
 HQ0333| HQ0334 COLUMBIA RM 1                        13.276 METERS 02801     |
 HQ0333| HQ0332 COLUMBIA RM 2                        13.726 METERS 12914     |
 HQ0333| HQ0379 FAYET                               APPROX.11.4 KM 3561716.9 |
 HQ0333|---------------------------------------------------------------------|
 HQ0333
 HQ0333                          SUPERSEDED SURVEY CONTROL
 HQ0333
 HQ0333  NAD 83(1992)-  37 44 36.46506(N)    117 14 18.18976(W) AD(       ) 3
 HQ0333  NAD 83(1986)-  37 44 36.46688(N)    117 14 18.19145(W) AD(       ) 3
 HQ0333  NAD 27      -  37 44 36.70200(N)    117 14 14.90600(W) AD(       ) 3
 HQ0333  NGVD 29 (??/??/92) 1712.918  (m)         5619.80   (f) ADJ UNCH    1 2
 HQ0333
 HQ0333.Superseded values are not recommended for survey control.
 HQ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0333.See file dsdata.txt to determine how the superseded data were derived.
 HQ0333
 HQ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB7899877379(NAD 83)
 HQ0333_MARKER: DS = TRIANGULATION STATION DISK
 HQ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0333_STAMPING: COLUMBIA 1950
 HQ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0333+STABILITY: SURFACE MOTION
 HQ0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HQ0333+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 HQ0333
 HQ0333  HISTORY     - Date     Condition        Report By
 HQ0333  HISTORY     - 1950     MONUMENTED       CGS
 HQ0333  HISTORY     - 1955     GOOD             CGS
 HQ0333  HISTORY     - 1955     GOOD             NGS
 HQ0333  HISTORY     - 20030909 GOOD             INDIV
 HQ0333
 HQ0333                          STATION DESCRIPTION
 HQ0333
 HQ0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0333'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF GOLDFIELD AND
 HQ0333'ABOUT 0.4 MILE EAST OF U.S. HIGHWAY 95, ON A LOW HILL WHICH IS
 HQ0333'COVERED WITH SAGEBRUSH AND GREASEWOOD.  THE MARK IS A BRONZE
 HQ0333'DISK WELDED TO THE TOP OF A 2 INCH SOIL PIPE THAT PROJECTS
 HQ0333'ABOUT 5 INCHES ABOVE THE GROUND SURFACE.  THE MARK IS ON THE
 HQ0333'HIGHEST POINT OF THE HILL.  IT IS STAMPED COLUMBIA 1950.
 HQ0333'
 HQ0333'REFERENCE MARK NO. 1 IS A BRONZE REFERENCE DISK WELDED TO THE
 HQ0333'TOP OF A 2 INCH SOIL PIPE THAT PROJECTS ABOUT 8 INCHES ABOVE THE
 HQ0333'GROUND SURFACE.  THE MARK IS APPROXIMATELY 1 FOOT LOWER THAN
 HQ0333'THE STATION MARK.  IT IS STAMPED COLUMBIA NO 1 1950.
 HQ0333'
 HQ0333'REFERENCE MARK NO. 2 IS A BRONZE REFERENCE DISK WELDED TO THE
 HQ0333'TOP OF A 2 INCH SOIL PIPE THAT PROJECTS ABOUT 6 INCHES ABOVE
 HQ0333'THE GROUND SURFACE.  THE MARK IS APPROXIMATELY 1 FOOT LOWER
 HQ0333'THAN THE STATION.  IT IS STAMPED COLUMBIA NO 2 1950.
 HQ0333'
 HQ0333'A U.S. GEOLOGICAL SURVEY BENCH MARK IS A BRONZE CAP RIVETED
 HQ0333'TO THE TOP OF A 3-1/2 INCH IRON PIPE THAT PROJECTS ABOUT 14
 HQ0333'INCHES ABOVE THE GROUND SURFACE.  THE MARK IS LOCATED
 HQ0333'0.25 MILE EAST OF U.S. HIGHWAY 95 AT A POINT 0.2 MILE SOUTH OF
 HQ0333'A FORD SIGN BOARD CONSTRUCTED OF HEAVY SHEET MEDAL MIDLAND MOTORS
 HQ0333'INC. TONOPAH, 278 YARDS EAST OF THE ABANDONED RAILROAD BED,
 HQ0333'10 YARDS EAST OF AN OLD WAGON ROAD AND 7 FEET SOUTH OF A 4 X 4
 HQ0333'INCH WITNESS POST ON WHICH IS NAILED A 1 X 4 INCH BOARD THAT
 HQ0333'IS ABOUT 6 FEET HIGH.  THE MARK IS STAMPED 5339671 1905 32.
 HQ0333'THE MARK ALSO HAS TWO STAGGERED FIGURES 1 ABOVE THE NUMBERS
 HQ0333'32.
 HQ0333'
 HQ0333'THE STATION IS REACHED FROM THE ESMERALDA COUNTY COURT HOUSE
 HQ0333'IN GOLDFIELD BY GOING NORTH ALONG U.S. HIGHWAY 95 FOR 2.5 MILES
 HQ0333'TO A ROAD RIGHT.  TURN RIGHT (EAST) AND GO (TOWARD A LOW HILL
 HQ0333'WITH A ROAD UP THE WEST SIDE) 0.2 MILE TO A FORK.  TAKE THE
 HQ0333'LEFT FORK AND GO 0.05 MILE TO A REVERSE Y AND THE ROAD LEADING
 HQ0333'EAST UP THE SLOPE.  TURN RIGHT, UP SLOPE, AND CONTINUE FOR
 HQ0333'0.25 MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED
 HQ0333'ABOVE.  A DRIVE STATION.
 HQ0333
 HQ0333                          STATION RECOVERY (1955)
 HQ0333
 HQ0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 HQ0333'THE STATION, REFERENCE MARKS, AND BENCH MARK G 15 (USGS), WERE
 HQ0333'RECOVERED AS DESCRIBED.
 HQ0333
 HQ0333                          STATION RECOVERY (1955)
 HQ0333
 HQ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 HQ0333'3 MI N FROM GOLDFIELD.
 HQ0333'2.5 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0333'AT GOLDFIELD, THENCE 0.2 MILE EAST ALONG A GRADED ROAD, THENCE
 HQ0333'0.1 MILE NORTHEAST ALONG A TRACK ROAD, THENCE 0.2 MILE NORTHEAST
 HQ0333'ALONG A TRACK ROAD LEADING UP THE SOUTHWEST SLOPE OF COLUMBIA
 HQ0333'MOUNTAIN, ON THE HIGHEST POINT OF A PROMINENT HILL, 45.0
 HQ0333'FEET NORTHWEST OF COLUMBIA R.M. 2, 43.6 FEET SOUTH OF COLUMBIA
 HQ0333'R.M. 1, 3.6 FEET WEST OF A WITNESS POST, AND BRAZED ON THE TOP
 HQ0333'OF A 2 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
 HQ0333
 HQ0333                          STATION RECOVERY (2003)
 HQ0333
 HQ0333'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LDO)
 HQ0333'RECOVERED AS DESCRIBED. RM-1 NOT FOUND, RM-2 FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0334 ***********************************************************************
 HQ0334  DESIGNATION -  COLUMBIA RM 1
 HQ0334  PID         -  HQ0334
 HQ0334  STATE/COUNTY-  NV/ESMERALDA
 HQ0334  USGS QUAD   -  GOLDFIELD (1987)
 HQ0334
 HQ0334                         *CURRENT SURVEY CONTROL
 HQ0334  ___________________________________________________________________
 HQ0334* NAD 83(1986)-  37 44 37.     (N)    117 14 18.     (W)     SCALED    
 HQ0334* NAVD 88     -      1713.64   (+/-2cm)    5622.2    (feet)  VERTCON   
 HQ0334  ___________________________________________________________________
 HQ0334  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 HQ0334
 HQ0334  VERT ORDER  -  FIRST     CLASS II (See Below)
 HQ0334
 HQ0334.The horizontal coordinates were scaled from a topographic map and have
 HQ0334.an estimated accuracy of +/- 6 seconds.
 HQ0334
 HQ0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0334.The vertical order pertains to the NGVD 29 superseded value.
 HQ0334
 HQ0334.The geoid height was determined by GEOID03.
 HQ0334
 HQ0334;                    North         East    Units  Estimated Accuracy
 HQ0334;SPC NV W     - 4,333,000.      918,540.      MT  (+/- 180 meters Scaled)
 HQ0334
 HQ0334                          SUPERSEDED SURVEY CONTROL
 HQ0334
 HQ0334  NGVD 29 (??/??/92) 1712.506  (m)         5618.45   (f) ADJ UNCH    1 2
 HQ0334
 HQ0334.Superseded values are not recommended for survey control.
 HQ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0334.See file dsdata.txt to determine how the superseded data were derived.
 HQ0334
 HQ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB790773(NAD 83)
 HQ0334_MARKER: DR = REFERENCE MARK DISK
 HQ0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0334_STAMPING: COLUMBIA NO 1 1950
 HQ0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0334+STABILITY: SURFACE MOTION
 HQ0334
 HQ0334  HISTORY     - Date     Condition        Report By
 HQ0334  HISTORY     - 1950     MONUMENTED       CGS
 HQ0334  HISTORY     - 1955     GOOD             NGS
 HQ0334
 HQ0334                          STATION DESCRIPTION
 HQ0334
 HQ0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HQ0334'2.9 MI N FROM GOLDFIELD.
 HQ0334'2.5 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0334'AT GOLDFIELD, THENCE 0.2 MILE EAST ALONG A GRADED ROAD, THENCE
 HQ0334'0.1 MILE NORTHEAST ALONG A TRACK ROAD, THENCE 0.2 MILE NORTHEAST
 HQ0334'ALONG A TRACK ROAD LEADING UP THE SOUTHWEST SLOPE OF COLUMBIA
 HQ0334'MOUNTAIN, ON THE HIGHEST POINT OF A PROMINENT HILL, 68.5 FEET
 HQ0334'NORTHWEST OF COLUMBIA R.M. 2, 43.6 FEET NORTH OF COLUMBIA
 HQ0334'TRIANGULATION STATION, ABOUT 1/2 FOOT LOWER THAN THE STATION
 HQ0334'MARK, AND BRAZED ON THE TOP OF A 2 1/2-INCH IRON PIPE PROJECTING
 HQ0334'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0332 ***********************************************************************
 HQ0332  DESIGNATION -  COLUMBIA RM 2
 HQ0332  PID         -  HQ0332
 HQ0332  STATE/COUNTY-  NV/ESMERALDA
 HQ0332  USGS QUAD   -  GOLDFIELD (1987)
 HQ0332
 HQ0332                         *CURRENT SURVEY CONTROL
 HQ0332  ___________________________________________________________________
 HQ0332* NAD 83(1986)-  37 44 36.     (N)    117 14 17.     (W)     SCALED    
 HQ0332* NAVD 88     -      1713.53   (+/-2cm)    5621.8    (feet)  VERTCON   
 HQ0332  ___________________________________________________________________
 HQ0332  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 HQ0332
 HQ0332  VERT ORDER  -  FIRST     CLASS II (See Below)
 HQ0332
 HQ0332.The horizontal coordinates were scaled from a topographic map and have
 HQ0332.an estimated accuracy of +/- 6 seconds.
 HQ0332
 HQ0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0332.The vertical order pertains to the NGVD 29 superseded value.
 HQ0332
 HQ0332.The geoid height was determined by GEOID03.
 HQ0332
 HQ0332;                    North         East    Units  Estimated Accuracy
 HQ0332;SPC NV W     - 4,332,970.      918,560.      MT  (+/- 180 meters Scaled)
 HQ0332
 HQ0332                          SUPERSEDED SURVEY CONTROL
 HQ0332
 HQ0332  NGVD 29 (??/??/92) 1712.394  (m)         5618.08   (f) ADJ UNCH    1 2
 HQ0332
 HQ0332.Superseded values are not recommended for survey control.
 HQ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0332.See file dsdata.txt to determine how the superseded data were derived.
 HQ0332
 HQ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB790773(NAD 83)
 HQ0332_MARKER: DR = REFERENCE MARK DISK
 HQ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0332_STAMPING: COLUMBIA NO 2 1950
 HQ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0332+STABILITY: SURFACE MOTION
 HQ0332
 HQ0332  HISTORY     - Date     Condition        Report By
 HQ0332  HISTORY     - 1950     MONUMENTED       CGS
 HQ0332  HISTORY     - 1955     GOOD             NGS
 HQ0332
 HQ0332                          STATION DESCRIPTION
 HQ0332
 HQ0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HQ0332'2.9 MI N FROM GOLDFIELD.
 HQ0332'2.5 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0332'AT GOLDFIELD, THENCE 0.2 MILE EAST ALONG A GRADED ROAD, THENCE
 HQ0332'0.1 MILE NORTHEAST ALONG A TRACK ROAD, THENCE 0.2 MILE NORTHEAST
 HQ0332'ALONG A TRACK ROAD LEADING UP THE SOUTHWEST SLOPE OF COLUMBIA
 HQ0332'MOUNTAIN, ON THE HIGHEST POINT OF A PROMINENT HILL, 68.5 FEET
 HQ0332'SOUTHEAST OF COLUMBIA R.M. 1, 45.0 FEET SOUTHEAST OF COLUMBIA
 HQ0332'TRIANGULATION STATION, ABOUT 1 FOOT LOWER THAN THE STATION
 HQ0332'MARK, AND BRAZED ON THE TOP OF A 2 1/2-INCH IRON PIPE PROJECTING
 HQ0332'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0300 ***********************************************************************
 HP0300  DESIGNATION -  COMET
 HP0300  PID         -  HP0300
 HP0300  STATE/COUNTY-  NV/LINCOLN
 HP0300  USGS QUAD   -  PANACA (1970)
 HP0300
 HP0300                         *CURRENT SURVEY CONTROL
 HP0300  ___________________________________________________________________
 HP0300* NAD 83(1994)-  37 48 08.41225(N)    114 29 23.39873(W)     ADJUSTED  
 HP0300* NAVD 88     -      1574.9    (meters)    5167.     (feet)  VERTCON   
 HP0300  ___________________________________________________________________
 HP0300  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 HP0300  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 HP0300
 HP0300  HORZ ORDER  -  FIRST
 HP0300
 HP0300.The horizontal coordinates were established by classical geodetic methods
 HP0300.and adjusted by the National Geodetic Survey in June 1998..
 HP0300
 HP0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0300
 HP0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0300
 HP0300.The geoid height was determined by GEOID03.
 HP0300
 HP0300;                    North         East     Units Scale Factor Converg.
 HP0300;SPC NV E     - 8,339,229.528   296,293.886   MT  1.00001417   +0 40 13.1
 HP0300;SPC NV E     -27,359,622.21    972,090.86   sFT  1.00001417   +0 40 13.1
 HP0300;UTM  11      - 4,186,852.522   720,993.924   MT  1.00020157   +1 32 21.1
 HP0300
 HP0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0300!SPC NV E     -   0.99975663  x   1.00001417  =   0.99977080
 HP0300!UTM  11      -   0.99975663  x   1.00020157  =   0.99995815
 HP0300
 HP0300|---------------------------------------------------------------------|
 HP0300| PID    Reference Object                     Distance      Geod. Az  |
 HP0300|                                                           dddmmss.s |
 HP0300| DC9987 COMET RM 1                            6.055 METERS 02316     |
 HP0300| HP0294 PANACA L PAINTED ON HILLSIDE        APPROX.13.5 KM 0822755.5 |
 HP0300| HP0297 PANACA WATER TANK                   APPROX. 9.1 KM 0960717.4 |
 HP0300| DC9988 COMET RM 2                            6.097 METERS 12524     |
 HP0300| DC9986 COMET AZ MK                                        1680418.0 |
 HP0300|---------------------------------------------------------------------|
 HP0300
 HP0300                          SUPERSEDED SURVEY CONTROL
 HP0300
 HP0300  NAD 83(1994)-  37 48 08.41232(N)    114 29 23.39878(W) AD(       ) 1
 HP0300  NAD 83(1986)-  37 48 08.40318(N)    114 29 23.39850(W) AD(       ) 1
 HP0300  NAD 27      -  37 48 08.53000(N)    114 29 20.42500(W) AD(       ) 1
 HP0300  NGVD 29 (07/19/86) 1573.8    (m)         5163.     (f) VERT ANG       
 HP0300
 HP0300.Superseded values are not recommended for survey control.
 HP0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0300.See file dsdata.txt to determine how the superseded data were derived.
 HP0300
 HP0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB2099486853(NAD 83)
 HP0300_MARKER: DS = TRIANGULATION STATION DISK
 HP0300_SETTING: 0 = UNSPECIFIED SETTING
 HP0300_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0300
 HP0300  HISTORY     - Date     Condition        Report By
 HP0300  HISTORY     - 1944     MONUMENTED       CGS
 HP0300  HISTORY     - 1970     GOOD             USGS
 HP0300
 HP0300                          STATION DESCRIPTION
 HP0300
 HP0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0300'STATION IS 6 MILES (AIR LINE) W OF PANACA, 8-1/2 MILES (AIR LINE)
 HP0300'SSW OF PIOCHE, AND 13-1/2 MILES (AIR LINE) N OF CALIENTE.
 HP0300'IT IS ABOUT 1 MILE N OF THE BENNETT PASS ROAD, ON A LONE
 HP0300'RIDGE-LIKE HILL AT THE SE END.  THE LOWER PARTS OF THE SE AND
 HP0300'NW ENDS ARE REDDISH, WHILE THE UPPER PARTS OF THESE ENDS ARE
 HP0300'GREYISH.
 HP0300'
 HP0300'STATION MARK IS A BRONZE STATION DISK BRAZED ON AN IRON PIPE
 HP0300'2 INCHES IN DIAMETER AND PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 HP0300'IT IS STAMPED COMET 1944.  IT IS ON THE SE END OF THE HILL
 HP0300'WHICH IS THE HIGHEST POINT.
 HP0300'
 HP0300'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0300'FLUSH WITH THE GROUND AND IS STAMPED COMET NO 1 1944.  IT IS
 HP0300'ABOUT 14 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 HP0300'
 HP0300'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0300'FLUSH WITH THE GROUND AND IS STAMPED COMET NO 2 1944.  IT IS
 HP0300'ABOUT 6 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 HP0300'
 HP0300'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE
 HP0300'POST PROJECTING ABOUT 8 INCHES ABOVE THE GROUND AND IS STAMPED
 HP0300'COMET 1944.  IT IS 5 FEET E OF A WITNESS POST AND IS 21 FEET
 HP0300'NNE OF THE CENTER LINE OF THE BENNETT PASS ROAD.
 HP0300'
 HP0300'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 93 AND STATE
 HP0300'HIGHWAY 25 1 MILE W OF PANACA, GO W ON THE BENNETT PASS ROAD
 HP0300'FOR 5.5 MILES TO A FORK AND THE AZIMUTH MARK ON THE RIGHT.
 HP0300'HERE TAKE THE RIGHT FORK (TRACK ROAD) FOR 0.9 MILE TO THE POINT
 HP0300'WHERE THE ROAD ENTERS A WASH.  FROM THE BOTTOM OF THIS WASH
 HP0300'TURN RIGHT AND GO DOWNGRADE ALONG THE LEFT SIDE FOR 0.4 MILE
 HP0300'TO THE END OF TRUCK TRAVEL.  FROM HERE PACK NE ABOUT 200 YARDS
 HP0300'TO THE TOP OF THE HILL AND STATION.
 HP0300'
 HP0300'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 HP0300
 HP0300                          STATION RECOVERY (1970)
 HP0300
 HP0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HP0300'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37114-1 STATION 1007.
 HP0300'STATION MARK--BRONZE DISC STAMPED---COMET 1944---BRAZED ON AN IRON
 HP0300'PIPE 2 INCHES IN DIAMETER AND PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0333 ***********************************************************************
 LR0333  DESIGNATION -  CON
 LR0333  PID         -  LR0333
 LR0333  STATE/COUNTY-  NV/HUMBOLDT
 LR0333  USGS QUAD   -  GOLCONDA (1981)
 LR0333
 LR0333                         *CURRENT SURVEY CONTROL
 LR0333  ___________________________________________________________________
 LR0333* NAD 83(1994)-  40 55 23.80768(N)    117 25 45.17497(W)     ADJUSTED  
 LR0333* NAVD 88     -      1441.804  (meters)    4730.32   (feet)  ADJUSTED  
 LR0333  ___________________________________________________________________
 LR0333  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 LR0333  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 LR0333  DYNAMIC HT  -        1440.692 (meters)    4726.67  (feet)  COMP
 LR0333  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 LR0333
 LR0333  HORZ ORDER  -  SECOND
 LR0333  VERT ORDER  -  SECOND    CLASS 0
 LR0333
 LR0333.The horizontal coordinates were established by classical geodetic methods
 LR0333.and adjusted by the National Geodetic Survey in June 1998..
 LR0333
 LR0333.The orthometric height was determined by differential leveling
 LR0333.and adjusted by the National Geodetic Survey in June 1991..
 LR0333
 LR0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0333
 LR0333.The geoid height was determined by GEOID03.
 LR0333
 LR0333.The dynamic height is computed by dividing the NAVD 88
 LR0333.geopotential number by the normal gravity value computed on the
 LR0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0333.degrees latitude (g = 980.6199 gals.).
 LR0333
 LR0333.The modeled gravity was interpolated from observed gravity values.
 LR0333
 LR0333;                    North         East     Units Scale Factor Converg.
 LR0333;SPC NV W     - 4,685,767.781   897,205.668   MT  1.00001626   +0 45 21.8
 LR0333;SPC NV W     -15,373,223.13  2,943,582.26   sFT  1.00001626   +0 45 21.8
 LR0333;UTM  11      - 4,530,329.132   463,860.466   MT  0.99961607   -0 16 52.2
 LR0333
 LR0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0333!SPC NV W     -   0.99977706  x   1.00001626  =   0.99979331
 LR0333!UTM  11      -   0.99977706  x   0.99961607  =   0.99939321
 LR0333
 LR0333|---------------------------------------------------------------------|
 LR0333| PID    Reference Object                     Distance      Geod. Az  |
 LR0333|                                                           dddmmss.s |
 LR0333| LR0331 67                                  122.081 METERS 02743     |
 LR0333| LR0332 CON RM 1                             11.577 METERS 16406     |
 LR0333| LR0320 CONDA AZ MK                         APPROX. 5.8 KM 2973919.5 |
 LR0333|---------------------------------------------------------------------|
 LR0333
 LR0333                          SUPERSEDED SURVEY CONTROL
 LR0333
 LR0333  NAD 83(1986)-  40 55 23.81177(N)    117 25 45.17113(W) AD(       ) 2
 LR0333  NAD 27      -  40 55 24.16040(N)    117 25 41.73920(W) AD(       ) 2
 LR0333  NGVD 29 (??/??/92) 1440.754  (m)         4726.87   (f) ADJ UNCH    2 0
 LR0333
 LR0333.Superseded values are not recommended for survey control.
 LR0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0333.See file dsdata.txt to determine how the superseded data were derived.
 LR0333
 LR0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF6386030329(NAD 83)
 LR0333_MARKER: DS = TRIANGULATION STATION DISK
 LR0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0333_STAMPING: CON 1958
 LR0333_MARK LOGO: CGS   
 LR0333_PROJECTION: PROJECTING 8 CENTIMETERS
 LR0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0333+STABILITY: SURFACE MOTION
 LR0333
 LR0333  HISTORY     - Date     Condition        Report By
 LR0333  HISTORY     - 1958     MONUMENTED       CGS
 LR0333  HISTORY     - 1958     GOOD             CGS
 LR0333  HISTORY     - 1984     GOOD             NGS
 LR0333
 LR0333                          STATION DESCRIPTION
 LR0333
 LR0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0333'THE STATION IS 3.5 MILES SOUTHEAST OF GOLCONDA, 0.75 MILE
 LR0333'SOUTH OF U.S. HIGHWAY 40 AND 600 FEET SOUTH-SOUTHEAST OF A
 LR0333'GRAVEL PIT.
 LR0333'
 LR0333'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND STATE
 LR0333'ROUTE 18 (2.2 MILES EAST-SOUTHEAST OF GOLCONDA) GO EAST-SOUTHEAST
 LR0333'ON U.S. HIGHWAY 40 FOR 1.1 MILE TO A SIDE ROAD RIGHT, TURN RIGHT,
 LR0333'SOUTH, AND FOLLOW THE DIRT ROAD FOR 0.3 MILE TO THE GRAVEL PIT.
 LR0333'HERE CROSS THE GRAVEL PIT TO THE SOUTH SIDE THEN GO LEFT,
 LR0333'EAST, ALONG THE SOUTH SIDE OF THE PIT FOR 0.1 MILE TO A
 LR0333'NEVADA STATE HIGHWAY MONUMENT.  HERE TURN SOUTH AND GO ABOUT
 LR0333'400 FEET TO THE STATION SITE.
 LR0333'
 LR0333'THE STATION AND UNDERGROUND MARKS ARE STANDARD DISK STAMPED
 LR0333'CON 1958.  THE CYLINDRICAL CONCRETE POST PROJECTS 4 INCHES.
 LR0333'
 LR0333'REFERENCE MARK 1 IS A STANDARD DISK SET IN A CYLINDRICAL
 LR0333'CONCRETE POST PROJECTING 4 INCHES AND STAMPED CON NO 1 1958.
 LR0333'
 LR0333'A CONNECTION WAS MADE TO THE NEVADA HIGHWAY MONUMENT.  IT IS
 LR0333'A BRONZE DISK SET IN A CONE SHAPED CONCRETE MONUMENT AND
 LR0333'STAMPED BM 001-3-(2) 67.
 LR0333'
 LR0333'STEEL WITNESS POST WITH SIGN PLACED 8 FEET FROM STATION.
 LR0333
 LR0333                          STATION RECOVERY (1958)
 LR0333
 LR0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0333'3.7 MI E FROM GOLCONDA.
 LR0333'3.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA TO
 LR0333'A SIDE ROAD SOUTH, THENCE SOUTH 0.4 MILE, 400.0 FEET SOUTH OF 67
 LR0333'(NHD), 37.99 FEET NORTHWEST OF R.M. 1, 8.0 FEET FROM A A METAL WITNESS
 LR0333'POST, SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND
 LR0333'SURFACE.
 LR0333
 LR0333                          STATION RECOVERY (1984)
 LR0333
 LR0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0333'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0333'NEW DESCRIPTION FOLLOWS.  6.0 KM (3.75 MI) SOUTHEAST ALONG INTERSTATE
 LR0333'80 FROM THE MORRISON AVENUE OVERPASS BRIDGE AT GOLCONDA, THENCE
 LR0333'0.45 KM (0.3 MI) SOUTH ACROSS COUNTRY, 0.15 KM (0.1 MI) SOUTH OF THE
 LR0333'SOUTH EDGE OF A GRAVEL PIT, AT THE SOUTH END OF A TRACK ROAD,
 LR0333'122.1 METERS (400 FT) SOUTH OF BM 67 NVDH AND 11.6 METERS (38 FT)
 LR0333'NORTHWEST OF RM 1.
 LR0333'THE MARK IS 2.4 METERS  NW FROM A WITNESS POST.
 LR0333'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0332 ***********************************************************************
 LR0332  DESIGNATION -  CON RM 1
 LR0332  PID         -  LR0332
 LR0332  STATE/COUNTY-  NV/HUMBOLDT
 LR0332  USGS QUAD   -  GOLCONDA (1981)
 LR0332
 LR0332                         *CURRENT SURVEY CONTROL
 LR0332  ___________________________________________________________________
 LR0332* NAD 83(1986)-  40 55 24.     (N)    117 25 45.     (W)     SCALED    
 LR0332* NAVD 88     -      1442.509  (meters)    4732.63   (feet)  ADJUSTED  
 LR0332  ___________________________________________________________________
 LR0332  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 LR0332  DYNAMIC HT  -        1441.398 (meters)    4728.99  (feet)  COMP
 LR0332  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 LR0332
 LR0332  VERT ORDER  -  SECOND    CLASS 0
 LR0332
 LR0332.The horizontal coordinates were scaled from a topographic map and have
 LR0332.an estimated accuracy of +/- 6 seconds.
 LR0332
 LR0332.The orthometric height was determined by differential leveling
 LR0332.and adjusted by the National Geodetic Survey in June 1991..
 LR0332
 LR0332.The geoid height was determined by GEOID03.
 LR0332
 LR0332.The dynamic height is computed by dividing the NAVD 88
 LR0332.geopotential number by the normal gravity value computed on the
 LR0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0332.degrees latitude (g = 980.6199 gals.).
 LR0332
 LR0332.The modeled gravity was interpolated from observed gravity values.
 LR0332
 LR0332;                    North         East    Units  Estimated Accuracy
 LR0332;SPC NV W     - 4,685,770.      897,210.      MT  (+/- 180 meters Scaled)
 LR0332
 LR0332                          SUPERSEDED SURVEY CONTROL
 LR0332
 LR0332  NGVD 29 (??/??/92) 1441.460  (m)         4729.19   (f) ADJ UNCH    2 0
 LR0332
 LR0332.Superseded values are not recommended for survey control.
 LR0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0332.See file dsdata.txt to determine how the superseded data were derived.
 LR0332
 LR0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF638303(NAD 83)
 LR0332_MARKER: DR = REFERENCE MARK DISK
 LR0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0332_STAMPING: CON NO 1 1958
 LR0332_MARK LOGO: CGS   
 LR0332_PROJECTION: PROJECTING 8 CENTIMETERS
 LR0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0332+STABILITY: SURFACE MOTION
 LR0332
 LR0332  HISTORY     - Date     Condition        Report By
 LR0332  HISTORY     - 1958     MONUMENTED       CGS
 LR0332  HISTORY     - 1984     GOOD             NGS
 LR0332
 LR0332                          STATION DESCRIPTION
 LR0332
 LR0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0332'3.7 MI E FROM GOLCONDA.
 LR0332'3.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA TO
 LR0332'A SIDE ROAD SOUTH, THENCE SOUTH 0.4 MILE, 37.99 FEET SOUTHEAST OF
 LR0332'STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE
 LR0332'GROUND SURFACE.
 LR0332
 LR0332                          STATION RECOVERY (1984)
 LR0332
 LR0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0332'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0332'NEW DESCRIPTION FOLLOWS.  6.0 KM (3.75 MI) SOUTHEAST ALONG INTERSTATE
 LR0332'80 FROM THE MORRISON AVENUE OVERPASS BRIDGE AT GOLCONDA, THENCE
 LR0332'0.45 KM (0.3 MI) SOUTH ACROSS COUNTRY, AT THE SOUTH END OF A TRACK
 LR0332'ROAD, 11.6 METERS (38 FT) SOUTHEAST OF THE STATION.
 LR0332'THE MARK IS 10.4 METERS  S FROM A WITNESS POST.
 LR0332'THE MARK IS ABOVE LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1186 ***********************************************************************
 FS1186  DESIGNATION -  CONCH
 FS1186  PID         -  FS1186
 FS1186  STATE/COUNTY-  NV/CLARK
 FS1186  USGS QUAD   -  ROACH (1985)
 FS1186
 FS1186                         *CURRENT SURVEY CONTROL
 FS1186  ___________________________________________________________________
 FS1186* NAD 83(1994)-  35 43 56.76535(N)    115 20 50.42976(W)     ADJUSTED  
 FS1186* NAVD 88     -       851.7    (meters)    2794.     (feet)  VERTCON   
 FS1186  ___________________________________________________________________
 FS1186  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 FS1186  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FS1186
 FS1186  HORZ ORDER  -  SECOND
 FS1186
 FS1186.The horizontal coordinates were established by classical geodetic methods
 FS1186.and adjusted by the National Geodetic Survey in June 1998..
 FS1186
 FS1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1186
 FS1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1186
 FS1186.The geoid height was determined by GEOID03.
 FS1186
 FS1186;                    North         East     Units Scale Factor Converg.
 FS1186;SPC NV E     - 8,109,011.014   221,347.413   MT  0.99990561   +0 08 16.2
 FS1186;SPC NV E     -26,604,313.64    726,203.97   sFT  0.99990561   +0 08 16.2
 FS1186;UTM  11      - 3,955,531.252   649,458.339   MT  0.99987526   +0 57 55.2
 FS1186
 FS1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1186!SPC NV E     -   0.99987080  x   0.99990561  =   0.99977642
 FS1186!UTM  11      -   0.99987080  x   0.99987526  =   0.99974607
 FS1186
 FS1186|---------------------------------------------------------------------|
 FS1186| PID    Reference Object                     Distance      Geod. Az  |
 FS1186|                                                           dddmmss.s |
 FS1186| CC4529 CONCH RM 1                           10.515 METERS 05138     |
 FS1186| FS1187 CONCH RM IRON PIPE                    0.400 METERS 14706     |
 FS1186| FS1185 BEER                                APPROX. 8.5 KM 1552508.9 |
 FS1186| CC4530 CONCH RM 2                            4.679 METERS 21702     |
 FS1186|---------------------------------------------------------------------|
 FS1186
 FS1186                          SUPERSEDED SURVEY CONTROL
 FS1186
 FS1186  NAD 83(1992)-  35 43 56.76002(N)    115 20 50.42930(W) AD(1991.35) 2
 FS1186  NAD 83(1992)-  35 43 56.76254(N)    115 20 50.43052(W) AD(       ) 2
 FS1186  NAD 83(1992)-  35 43 56.76056(N)    115 20 50.43280(W) AD(       ) 2
 FS1186  NAD 83(1986)-  35 43 56.76353(N)    115 20 50.42485(W) AD(       ) 2
 FS1186  NAD 27      -  35 43 56.83570(N)    115 20 47.45290(W) AD(       ) 2
 FS1186  NGVD 29 (07/19/86)  850.9    (m)         2792.     (f) VERT ANG       
 FS1186
 FS1186.Superseded values are not recommended for survey control.
 FS1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1186.See file dsdata.txt to determine how the superseded data were derived.
 FS1186
 FS1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV4945855531(NAD 83)
 FS1186_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FS1186_SETTING: 80 = SET IN A BOULDER
 FS1186_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FS1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS1186+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 FS1186
 FS1186  HISTORY     - Date     Condition        Report By
 FS1186  HISTORY     - 1958     MONUMENTED       CGS
 FS1186  HISTORY     - 20011019 GOOD             NVGS
 FS1186
 FS1186                          STATION DESCRIPTION
 FS1186
 FS1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS1186'THE STATION IS ON THE HIGHEST ONE OF FOUR SMALL ISOLATED
 FS1186'LAVA BUTTES ABOUT 3.0 MILES SOUTH-SOUTHWEST OF JEAN AND 0.6
 FS1186'MILE SOUTHEAST OF BILLS PLACE, A SERVICE STATION AND BAR ON
 FS1186'U.S. HIGHWAY 91.
 FS1186'
 FS1186'TO REACH FROM JEAN GO SOUTHWEST ON U.S. HIGHWAY 91 FOR 3.0
 FS1186'MILES TO BILLS PLACE, CONTINUE SOUTHWEST FOR ABOUT 50 YARDS
 FS1186'TO A DIRT ROAD LEADING SOUTH-SOUTHEAST TOWARD THE LAVA BUTTES.
 FS1186'CONTINUE THIS ROAD FOR 0.6 MILE TO THE BASE OF THE HILL AND
 FS1186'END OF TRUCK TRAVEL.  PACK TO THE TOP OF THE HIGHEST BUTTE
 FS1186'AND STATION SITE, ABOUT 50 YARDS.
 FS1186'
 FS1186'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL
 FS1186'HOLES IN BEDROCK AND STAMPED CONCH 1958 WITH THE REFERENCE
 FS1186'MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
 FS1186'
 FS1186'THE IRON PIPE IS 0.4 METERS FROM THE STATION MARK AND PROJECTS
 FS1186'6 INCHES.
 FS1186
 FS1186                          STATION RECOVERY (2001)
 FS1186
 FS1186'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 FS1186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1187 ***********************************************************************
 FS1187  DESIGNATION -  CONCH RM IRON PIPE
 FS1187  PID         -  FS1187
 FS1187  STATE/COUNTY-  NV/CLARK
 FS1187  USGS QUAD   -  ROACH (1985)
 FS1187
 FS1187                         *CURRENT SURVEY CONTROL
 FS1187  ___________________________________________________________________
 FS1187* NAD 83(1994)-  35 43 56.75445(N)    115 20 50.42111(W)     ADJUSTED  
 FS1187* NAVD 88     -       852.     (meters)    2795.     (feet)  SCALED    
 FS1187  ___________________________________________________________________
 FS1187  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 FS1187  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FS1187
 FS1187  HORZ ORDER  -  SECOND
 FS1187
 FS1187.The horizontal coordinates were established by classical geodetic methods
 FS1187.and adjusted by the National Geodetic Survey in June 1998..
 FS1187
 FS1187.The orthometric height was scaled from a topographic map.
 FS1187
 FS1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1187
 FS1187.The geoid height was determined by GEOID03.
 FS1187
 FS1187;                    North         East     Units Scale Factor Converg.
 FS1187;SPC NV E     - 8,109,010.678   221,347.631   MT  0.99990561   +0 08 16.2
 FS1187;SPC NV E     -26,604,312.53    726,204.69   sFT  0.99990561   +0 08 16.2
 FS1187;UTM  11      - 3,955,530.920   649,458.562   MT  0.99987526   +0 57 55.2
 FS1187
 FS1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1187!SPC NV E     -   0.99987078  x   0.99990561  =   0.99977640
 FS1187!UTM  11      -   0.99987078  x   0.99987526  =   0.99974606
 FS1187
 FS1187                          SUPERSEDED SURVEY CONTROL
 FS1187
 FS1187  NAD 83(1992)-  35 43 56.74913(N)    115 20 50.42065(W) AD(1991.35) 2
 FS1187  NAD 83(1992)-  35 43 56.75165(N)    115 20 50.42187(W) AD(       ) 2
 FS1187  NAD 83(1992)-  35 43 56.74966(N)    115 20 50.42415(W) AD(       ) 2
 FS1187  NAD 83(1986)-  35 43 56.75263(N)    115 20 50.41620(W) AD(       ) 2
 FS1187  NAD 27      -  35 43 56.82480(N)    115 20 47.44430(W) AD(       ) 2
 FS1187
 FS1187.Superseded values are not recommended for survey control.
 FS1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1187.See file dsdata.txt to determine how the superseded data were derived.
 FS1187
 FS1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV4945955531(NAD 83)
 FS1187
 FS1187  HISTORY     - Date     Condition        Report By
 FS1187  HISTORY     - 1958     MONUMENTED       CGS
 FS1187
 FS1187                          STATION DESCRIPTION
 FS1187
 FS1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS1187'SEE STATION CONCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0363 ***********************************************************************
 JP0363  DESIGNATION -  CONCRETE TK NEAR PONY SPRINGS
 JP0363  PID         -  JP0363
 JP0363  STATE/COUNTY-  NV/LINCOLN
 JP0363  USGS QUAD   -  PONY SPRINGS (1973)
 JP0363
 JP0363                         *CURRENT SURVEY CONTROL
 JP0363  ___________________________________________________________________
 JP0363* NAD 83(1994)-  38 19 12.00277(N)    114 36 21.97613(W)     ADJUSTED  
 JP0363* NAVD 88     -                                                        
 JP0363  ___________________________________________________________________
 JP0363  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 JP0363  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 JP0363
 JP0363  HORZ ORDER  -  THIRD
 JP0363
 JP0363.The horizontal coordinates were established by classical geodetic methods
 JP0363.and adjusted by the National Geodetic Survey in June 1998..
 JP0363
 JP0363
 JP0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0363
 JP0363.The geoid height was determined by GEOID03.
 JP0363
 JP0363;                    North         East     Units Scale Factor Converg.
 JP0363;SPC NV E     - 8,396,571.868   285,450.524   MT  0.99998990   +0 36 21.5
 JP0363;SPC NV E     -27,547,752.87    936,515.59   sFT  0.99998990   +0 36 21.5
 JP0363;UTM  11      - 4,244,032.438   709,275.263   MT  1.00013940   +1 29 05.6
 JP0363
 JP0363                          SUPERSEDED SURVEY CONTROL
 JP0363
 JP0363  NAD 83(1994)-  38 19 12.00244(N)    114 36 21.97601(W) AD(       ) 4
 JP0363  NAD 83(1986)-  38 19 11.99229(N)    114 36 21.98198(W) AD(       ) 4
 JP0363  NAD 27      -  38 19 12.15000(N)    114 36 18.99000(W) AD(       ) 3
 JP0363
 JP0363.Superseded values are not recommended for survey control.
 JP0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0363.See file dsdata.txt to determine how the superseded data were derived.
 JP0363
 JP0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC0927544032(NAD 83)
 JP0363_MARKER: 51 = TANK
 JP0363
 JP0363  HISTORY     - Date     Condition        Report By
 JP0363  HISTORY     - 1944     FIRST OBSERVED   CGS
 JP0363
 JP0363                          STATION DESCRIPTION
 JP0363
 JP0363'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0826 ***********************************************************************
 LR0826  DESIGNATION -  CONDA
 LR0826  PID         -  LR0826
 LR0826  STATE/COUNTY-  NV/HUMBOLDT
 LR0826  USGS QUAD   -  GOLCONDA (1981)
 LR0826
 LR0826                         *CURRENT SURVEY CONTROL
 LR0826  ___________________________________________________________________
 LR0826* NAD 83(1994)-  40 57 26.34123(N)    117 29 45.84867(W)     ADJUSTED  
 LR0826* NAVD 88     -      1367.8    (meters)    4488.     (feet)  VERTCON   
 LR0826  ___________________________________________________________________
 LR0826  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 LR0826  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 LR0826
 LR0826  HORZ ORDER  -  SECOND
 LR0826
 LR0826.The horizontal coordinates were established by classical geodetic methods
 LR0826.and adjusted by the National Geodetic Survey in June 1998..
 LR0826
 LR0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0826
 LR0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0826
 LR0826.The geoid height was determined by GEOID03.
 LR0826
 LR0826;                    North         East     Units Scale Factor Converg.
 LR0826;SPC NV W     - 4,689,475.259   891,527.797   MT  1.00000308   +0 42 45.9
 LR0826;SPC NV W     -15,385,386.75  2,924,954.11   sFT  1.00000308   +0 42 45.9
 LR0826;UTM  11      - 4,534,137.328   458,252.854   MT  0.99962145   -0 19 30.6
 LR0826
 LR0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0826!SPC NV W     -   0.99978866  x   1.00000308  =   0.99979174
 LR0826!UTM  11      -   0.99978866  x   0.99962145  =   0.99941019
 LR0826
 LR0826|---------------------------------------------------------------------|
 LR0826| PID    Reference Object                     Distance      Geod. Az  |
 LR0826|                                                           dddmmss.s |
 LR0826| DB7092 CONDA RM 1                           13.229 METERS 05121     |
 LR0826| LR0320 CONDA AZ MK                         APPROX. 1.2 KM 1541714.9 |
 LR0826| DB7093 CONDA RM 2                            7.807 METERS 20743     |
 LR0826|---------------------------------------------------------------------|
 LR0826
 LR0826                          SUPERSEDED SURVEY CONTROL
 LR0826
 LR0826  NAD 83(1986)-  40 57 26.34544(N)    117 29 45.84479(W) AD(       ) 2
 LR0826  NAD 27      -  40 57 26.69480(N)    117 29 42.40270(W) AD(       ) 2
 LR0826  NGVD 29 (07/19/86) 1366.8    (m)         4484.     (f) VERT ANG       
 LR0826
 LR0826.Superseded values are not recommended for survey control.
 LR0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0826.See file dsdata.txt to determine how the superseded data were derived.
 LR0826
 LR0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF5825334137(NAD 83)
 LR0826_MARKER: DS = TRIANGULATION STATION DISK
 LR0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LR0826
 LR0826  HISTORY     - Date     Condition        Report By
 LR0826  HISTORY     - 1958     MONUMENTED       CGS
 LR0826
 LR0826                          STATION DESCRIPTION
 LR0826
 LR0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0826'THE STATION IS ON THE SUMMIT OF A LOW ROUNDED HILL 0.5 MILE
 LR0826'NORTHWEST OF THE CROSSROAD INTERSECTION IN GOLCONDA AND 0.35
 LR0826'MILE NORTH OF U.S. HIGHWAY 40.
 LR0826'
 LR0826'TO REACH FROM THE CROSSROADS IN GOLCONDA GO NORTHWEST ON U.S.
 LR0826'HIGHWAY 40 FOR 0.7 MILE TO THE SIGN EDEN VALLEY, TURN RIGHT
 LR0826'ONTO A BLADED DIRT ROAD AND GO NORTH FOR 0.35 MILE TO THE
 LR0826'BASE OF THE STATION HILL.  HERE TURN SHARP RIGHT, SOUTH, BACK
 LR0826'ALONG THE BASE OF THE HILL FOR 0.25 MILE TO WHERE THE ROAD
 LR0826'ENTERS A FLAT AREA AND SOME DIM TRACKS LEAD UP THE SLOPE
 LR0826'TO THE SUMMIT AND THE STATION SITE ABOUT 0.1 MILE DISTANT.
 LR0826'
 LR0826'THE SURFACE AND UNDERGROUND STATION MARKS ARE STANDARD DISKS
 LR0826'STAMPED CONDA 1958 AND SET IN A CYLINDRICAL CONCRETE POST
 LR0826'PROJECTING 4 INCHES.
 LR0826'
 LR0826'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 LR0826'HOLE IN OUTCROPPING BEDROCK NEAR THE NORTHEAST BREAK OF THE
 LR0826'HILL.  IT PROJECTS ABOUT 6 INCHES AND IS STAMPED CONDA NO 1 1958.
 LR0826'
 LR0826'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 LR0826'HOLE IN BEDROCK FLUSH ON THE EAST SIDE AND PROJECTING 8
 LR0826'INCHES ON THE WEST SIDE.  IT IS STAMPED CONDA NO 2 1958.
 LR0826'
 LR0826'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CYLINDRICAL CONCRETE
 LR0826'POST OCCUPIED AND SEPARATELY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0320 ***********************************************************************
 LR0320  DESIGNATION -  CONDA AZ MK
 LR0320  PID         -  LR0320
 LR0320  STATE/COUNTY-  NV/HUMBOLDT
 LR0320  USGS QUAD   -  GOLCONDA (1981)
 LR0320
 LR0320                         *CURRENT SURVEY CONTROL
 LR0320  ___________________________________________________________________
 LR0320* NAD 83(1994)-  40 56 50.27461(N)    117 29 22.94345(W)     ADJUSTED  
 LR0320* NAVD 88     -      1354.739  (meters)    4444.67   (feet)  ADJUSTED  
 LR0320  ___________________________________________________________________
 LR0320  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 LR0320  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 LR0320  DYNAMIC HT  -        1353.719 (meters)    4441.33  (feet)  COMP
 LR0320  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 LR0320
 LR0320  HORZ ORDER  -  SECOND
 LR0320  VERT ORDER  -  FIRST     CLASS II
 LR0320
 LR0320.The horizontal coordinates were established by classical geodetic methods
 LR0320.and adjusted by the National Geodetic Survey in June 1998..
 LR0320
 LR0320.The orthometric height was determined by differential leveling
 LR0320.and adjusted by the National Geodetic Survey in June 1991..
 LR0320
 LR0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0320
 LR0320.The geoid height was determined by GEOID03.
 LR0320
 LR0320.The dynamic height is computed by dividing the NAVD 88
 LR0320.geopotential number by the normal gravity value computed on the
 LR0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0320.degrees latitude (g = 980.6199 gals.).
 LR0320
 LR0320.The modeled gravity was interpolated from observed gravity values.
 LR0320
 LR0320;                    North         East     Units Scale Factor Converg.
 LR0320;SPC NV W     - 4,688,369.439   892,077.338   MT  1.00000432   +0 43 00.4
 LR0320;SPC NV W     -15,381,758.73  2,926,757.07   sFT  1.00000432   +0 43 00.4
 LR0320;UTM  11      - 4,533,022.163   458,782.073   MT  0.99962091   -0 19 15.4
 LR0320
 LR0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0320!SPC NV W     -   0.99979071  x   1.00000432  =   0.99979503
 LR0320!UTM  11      -   0.99979071  x   0.99962091  =   0.99941170
 LR0320
 LR0320:                Primary Azimuth Mark                     Grid Az
 LR0320:SPC NV W     -  CON                                      116 53 56.4
 LR0320:UTM  11      -  CON                                      117 56 12.2
 LR0320
 LR0320|---------------------------------------------------------------------|
 LR0320| PID    Reference Object                     Distance      Geod. Az  |
 LR0320|                                                           dddmmss.s |
 LR0320| LR0333 CON                                 APPROX. 5.8 KM 1173656.8 |
 LR0320|---------------------------------------------------------------------|
 LR0320
 LR0320                          SUPERSEDED SURVEY CONTROL
 LR0320
 LR0320  NAD 83(1986)-  40 56 50.27877(N)    117 29 22.93957(W) AD(       ) 2
 LR0320  NAD 27      -  40 56 50.62810(N)    117 29 19.49840(W) AD(       ) 2
 LR0320  NGVD 29 (07/19/86) 1353.72   (m)         4441.3    (f) LEVELING    3  
 LR0320
 LR0320.Superseded values are not recommended for survey control.
 LR0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0320.See file dsdata.txt to determine how the superseded data were derived.
 LR0320
 LR0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF5878233022(NAD 83)
 LR0320_MARKER: DZ = AZIMUTH MARK DISK
 LR0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0320_STAMPING: CONDA 1958
 LR0320_MARK LOGO: CGS   
 LR0320_PROJECTION: PROJECTING 6 CENTIMETERS
 LR0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0320+STABILITY: SURFACE MOTION
 LR0320
 LR0320  HISTORY     - Date     Condition        Report By
 LR0320  HISTORY     - 1958     MONUMENTED       CGS
 LR0320  HISTORY     - 1958     GOOD             CGS
 LR0320  HISTORY     - 1968     GOOD             NGS
 LR0320  HISTORY     - 1984     GOOD             NGS
 LR0320
 LR0320                          STATION DESCRIPTION
 LR0320
 LR0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0320'THE STATION IS 0.15 MILE SOUTH OF THE CROSSROADS AT GOLCONDA,
 LR0320'28 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, 5 FEET
 LR0320'EAST OF A FENCE LINE AND 3 FEET NORTH OF A METAL WITNESS POST
 LR0320'WITH SIGN.
 LR0320'
 LR0320'THE STATION MARK IS A STANDARD AZIMUTH MARK DISK SET IN A
 LR0320'CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES AND STAMPED CONDA
 LR0320'1958.
 LR0320
 LR0320                          STATION RECOVERY (1958)
 LR0320
 LR0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0320'0.45 MI SW FROM GOLCONDA.
 LR0320'0.35 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT GOLCONDA,
 LR0320'THENCE 0.1 MILE SOUTH, 31.6 FEET SOUTHWEST OF THE CENTER OF DIRT ROAD,
 LR0320'4.0 FEET EAST OF FENCE LINE, 2.5 FEET NORTH OF A METAL WITNESS POST,
 LR0320'SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 LR0320
 LR0320                          STATION RECOVERY (1968)
 LR0320
 LR0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LR0320'RECOVERED IN GOOD CONDITION.
 LR0320
 LR0320                          STATION RECOVERY (1984)
 LR0320
 LR0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0320'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.15 KM
 LR0320'(0.1 MI) SOUTHEAST ALONG INTERSTATE 80 FROM THE MORRISON AVENUE
 LR0320'OVERPASS BRIDGE AT GOLCONDA, 0.65 KM (0.35 MI) SOUTHEAST OF MILEPOST
 LR0320'194, 42.8 METERS (140.5 FT) NORTHEAST OF THE WEST BOUND HIGHWAY
 LR0320'CENTERLINE, 23.4 METERS (77 FT) NORTHWEST OF THE NORTHWEST END OF A
 LR0320'BRACE IN THE RIGHT OF WAY FENCE AND 0.7 METER (2.5 FT) SOUTHWEST OF
 LR0320'THE RIGHT OF WAY FENCE.
 LR0320'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 LR0320'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0903 ***********************************************************************
 HQ0903  DESIGNATION -  CONE
 HQ0903  PID         -  HQ0903
 HQ0903  STATE/COUNTY-  NV/ESMERALDA
 HQ0903  USGS QUAD   -  WEST OF GOLD MOUNTAIN (1987)
 HQ0903
 HQ0903                         *CURRENT SURVEY CONTROL
 HQ0903  ___________________________________________________________________
 HQ0903* NAD 83(1994)-  37 13 07.10866(N)    117 25 41.90213(W)     ADJUSTED  
 HQ0903* NAVD 88     -      1993.     (meters)    6539.     (feet)  SCALED    
 HQ0903  ___________________________________________________________________
 HQ0903  LAPLACE CORR-           7.04  (seconds)                    DEFLEC99
 HQ0903  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 HQ0903
 HQ0903  HORZ ORDER  -  THIRD
 HQ0903
 HQ0903.The horizontal coordinates were established by classical geodetic methods
 HQ0903.and adjusted by the National Geodetic Survey in June 1998..
 HQ0903
 HQ0903.The orthometric height was scaled from a topographic map.
 HQ0903
 HQ0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0903
 HQ0903.The geoid height was determined by GEOID03.
 HQ0903
 HQ0903;                    North         East     Units Scale Factor Converg.
 HQ0903;SPC NV W     - 4,274,515.000   902,507.406   MT  1.00002940   +0 41 55.3
 HQ0903;SPC NV W     -14,023,971.30  2,960,976.38   sFT  1.00002940   +0 41 55.3
 HQ0903;SPC CA 4     -   710,343.860 2,139,490.472   MT  0.99999419   +0 56 15.5
 HQ0903;SPC CA 4     - 2,330,519.81  7,019,311.66   sFT  0.99999419   +0 56 15.5
 HQ0903;UTM  11      - 4,119,213.317   462,000.302   MT  0.99961779   -0 15 32.6
 HQ0903
 HQ0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0903!SPC NV W     -   0.99969154  x   1.00002940  =   0.99972093
 HQ0903!SPC CA 4     -   0.99969154  x   0.99999419  =   0.99968573
 HQ0903!UTM  11      -   0.99969154  x   0.99961779  =   0.99930944
 HQ0903
 HQ0903:                Primary Azimuth Mark                     Grid Az
 HQ0903:SPC NV W     -  WASH                                     244 14 49.3
 HQ0903:SPC CA 4     -  WASH                                     244 00 29.1
 HQ0903:UTM  11      -  WASH                                     245 12 17.2
 HQ0903
 HQ0903|---------------------------------------------------------------------|
 HQ0903| PID    Reference Object                     Distance      Geod. Az  |
 HQ0903|                                                           dddmmss.s |
 HQ0903| HQ0900 WASH                                APPROX. 4.8 KM 2445644.6 |
 HQ0903| HQ0925 VON SCHMIDT 387 MI POST             APPROX.11.1 KM 2955650.5 |
 HQ0903|---------------------------------------------------------------------|
 HQ0903
 HQ0903                          SUPERSEDED SURVEY CONTROL
 HQ0903
 HQ0903  NAD 83(1992)-  37 13 07.10601(N)    117 25 41.90035(W) AD(       ) 3
 HQ0903  NAD 83(1986)-  37 13 07.10716(N)    117 25 41.90551(W) AD(       ) 3
 HQ0903  NAD 27      -  37 13 07.35400(N)    117 25 38.63200(W) AD(       ) 3
 HQ0903
 HQ0903.Superseded values are not recommended for survey control.
 HQ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0903.See file dsdata.txt to determine how the superseded data were derived.
 HQ0903
 HQ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB6200019213(NAD 83)
 HQ0903_MARKER: H = DRILL HOLE
 HQ0903_SETTING: 0 = UNSPECIFIED SETTING
 HQ0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0903
 HQ0903  HISTORY     - Date     Condition        Report By
 HQ0903  HISTORY     - 1895     MONUMENTED       CGS
 HQ0903
 HQ0903                          STATION DESCRIPTION
 HQ0903
 HQ0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HQ0903'STATION IS ON SUMMIT OF A PROMINENT CONE-SHAPED HILL, VIEWED
 HQ0903'FROM THE W AND IS E OF T 83.  NEARLY 5-1/2 HOURS RIDE E OF
 HQ0903'SAND SPRINGS.  THE PEAK IS BARREN, WITH LARGE BOULDERS, ON
 HQ0903'ONE OF WHICH THE STATION WAS MARKED BY A DRILL HOLE, POLE
 HQ0903'AND CAIRN.  THE HILL IS 1-1/2 MILES S OF THE ROAD FROM SAND
 HQ0903'SPRINGS TO STATE LINE MILL OR GOLD HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0934 ***********************************************************************
 LR0934  DESIGNATION -  CONE
 LR0934  PID         -  LR0934
 LR0934  STATE/COUNTY-  NV/LANDER
 LR0934  USGS QUAD   -  IZZENHOOD SPRING (1965)
 LR0934
 LR0934                         *CURRENT SURVEY CONTROL
 LR0934  ___________________________________________________________________
 LR0934* NAD 83(1994)-  40 45 34.67822(N)    116 51 39.84707(W)     ADJUSTED  
 LR0934* NAVD 88     -      2219.4    (meters)    7281.     (feet)  VERTCON   
 LR0934  ___________________________________________________________________
 LR0934  LAPLACE CORR-          10.49  (seconds)                    DEFLEC99
 LR0934  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 LR0934
 LR0934  HORZ ORDER  -  FIRST
 LR0934
 LR0934.The horizontal coordinates were established by classical geodetic methods
 LR0934.and adjusted by the National Geodetic Survey in June 1998..
 LR0934
 LR0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0934
 LR0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0934
 LR0934.The geoid height was determined by GEOID03.
 LR0934
 LR0934;                    North         East     Units Scale Factor Converg.
 LR0934;SPC NV C     - 6,666,973.285   483,586.317   MT  0.99990331   -0 07 36.9
 LR0934;SPC NV C     -21,873,228.19  1,586,566.11   sFT  0.99990331   -0 07 36.9
 LR0934;SPC NV W     - 4,668,382.260   945,416.926   MT  1.00016020   +1 07 28.7
 LR0934;SPC NV W     -15,316,184.13  3,101,755.36   sFT  1.00016020   +1 07 28.7
 LR0934;UTM  11      - 4,512,083.867   511,726.687   MT  0.99960169   +0 05 26.5
 LR0934
 LR0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0934!SPC NV C     -   0.99965509  x   0.99990331  =   0.99955843
 LR0934!SPC NV W     -   0.99965509  x   1.00016020  =   0.99981524
 LR0934!UTM  11      -   0.99965509  x   0.99960169  =   0.99925692
 LR0934
 LR0934:                Primary Azimuth Mark                     Grid Az
 LR0934:SPC NV C     -  CONE RM 3 AZIMUTH                        055 34 07.1
 LR0934:SPC NV W     -  CONE RM 3 AZIMUTH                        054 19 01.5
 LR0934:UTM  11      -  CONE RM 3 AZIMUTH                        055 21 03.7
 LR0934
 LR0934|---------------------------------------------------------------------|
 LR0934| PID    Reference Object                     Distance      Geod. Az  |
 LR0934|                                                           dddmmss.s |
 LR0934| DC9991 CONE RM 3 AZIMUTH                                  0552630.2 |
 LR0934| DC9989 CONE RM 1                             8.180 METERS 10356     |
 LR0934| DC9990 CONE RM 2                            16.080 METERS 18208     |
 LR0934| LR0931 BATTLE MOUNTAIN MUNICIPAL TANK      APPROX.14.6 KM 2062509.3 |
 LR0934| LR0932 AIR BEACON BATTLE MTN AIRPORT       APPROX.14.9 KM 2072622.3 |
 LR0934|---------------------------------------------------------------------|
 LR0934
 LR0934                          SUPERSEDED SURVEY CONTROL
 LR0934
 LR0934  NAD 83(1986)-  40 45 34.68326(N)    116 51 39.84143(W) AD(       ) 1
 LR0934  NAD 27      -  40 45 35.01000(N)    116 51 36.47400(W) AD(       ) 1
 LR0934  NGVD 29 (07/19/86) 2218.3    (m)         7278.     (f) VERT ANG       
 LR0934
 LR0934.Superseded values are not recommended for survey control.
 LR0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0934.See file dsdata.txt to determine how the superseded data were derived.
 LR0934
 LR0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF1172712084(NAD 83)
 LR0934_MARKER: DS = TRIANGULATION STATION DISK
 LR0934_SETTING: 66 = SET IN ROCK OUTCROP
 LR0934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0934+STABILITY: POSITION/ELEVATION WELL
 LR0934
 LR0934  HISTORY     - Date     Condition        Report By
 LR0934  HISTORY     - 1934     MONUMENTED       CGS
 LR0934  HISTORY     - 1940     GOOD             CGS
 LR0934  HISTORY     - 1958     GOOD             CGS
 LR0934  HISTORY     - 1964     GOOD             USGS
 LR0934
 LR0934                          STATION DESCRIPTION
 LR0934
 LR0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 LR0934'STATION IS ABOUT 9 MILES NNE OF THE TOWN OF BATTLE MOUNTAIN,
 LR0934'ON THE HIGHEST POINT OF THE MOUNTAINS IN THAT VICINITY, ON A SMALL,
 LR0934'SHARP ROCKY, CONE-SHAPED PEAK, AT THE NW END OF THE LONG
 LR0934'FLAT-TOPPED RANGE.  STATION IS SET IN THE LARGE FLAT BOULDER
 LR0934'WHICH FORMS THE HIGHEST PART OF THE PEAK.
 LR0934'
 LR0934'STATION, REFERENCE MARKS NO. 1 AND 2, AND AZIMUTH REFERENCE
 LR0934'MARK NO. 3, ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 LR0934'IN OUTCROPPING BEDROCK, STAMPED CONE 1934.
 LR0934'
 LR0934'AZIMUTH, REFERENCE MARK NO. 3, IS SET IN ROCK OUTCROP ON THE
 LR0934'FIRST ROCKY KNOB 1/4 MILE NE, STAMPED CONE 1934 NO. 3.
 LR0934'
 LR0934'BEST REACHED FROM BATTLE MOUNTAIN BY GOING NE ON THE FIRST
 LR0934'STREET SE OF THE DEPOT, 5.6 MILES TO THE NORTH BATTLE MOUNTAIN
 LR0934'RAILROAD STATION, CROSS THE RAILROAD TRACKS HERE AND CONTINUE
 LR0934'STRAIGHT AHEAD 1.7 MILES.  AT THIS POINT LEAVE THE ROAD
 LR0934'GOING N ACROSS THE DESERT 1.4 MILES TO THE BASE OF THE PEAK.
 LR0934'FROM HERE CONTINUE ON FOOT N TO THE SUMMIT OF THE RIDGE, THEN
 LR0934'NW ALONG THE RIDGE TO THE HIGHEST POINT AND THE STATION.
 LR0934
 LR0934                          STATION RECOVERY (1940)
 LR0934
 LR0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LR0934'STATION FOUND AS DESCRIBED IN THE ORIGINAL DESCRIPTION.  ALL
 LR0934'MARKS RECOVERED AND FOUND IN GOOD CONDITION.  A BETTER ROUTE
 LR0934'WAS FOUND TO REACH THE STATION.
 LR0934'
 LR0934'A SMALL CAIRN WAS BUILT AT THE MARK.
 LR0934'
 LR0934'REACHED FROM RAILROAD STATION IN BATTLE MOUNTAIN BY GOING SE
 LR0934'ON U.S. HIGHWAY 40 FOR ABOUT 0.1 MILE TO THE FIRST ROAD
 LR0934'CROSSING.  TURN LEFT, CROSS THE TRACKS AND FOLLOW THE
 LR0934'MAIN-TRAVELED, GRADED-GRAVEL ROAD N TO THE RAILROAD CROSSING
 LR0934'AT NORTH BATTLE MOUNTAIN, CROSS TRACKS AND CONTINUE N ON
 LR0934'THE MAIN-TRAVELED ROAD 2.1 MILES.  AT THIS POINT THE STATION
 LR0934'PEAK IS SEEN TO BE THE HIGHEST POINT OF THE RIDGE TO THE E.
 LR0934'IT SITS ON THE W SIDE OF THE RIDGE, IS THE HIGHEST POINT, AND
 LR0934'IS DECLIVITOUS ON THE W SIDE.  FROM THIS POINT DRIVE ACROSS
 LR0934'COUNTRY 1.8 MILES TO THE END OF TRUCK TRAVEL ON THE TOP OF A
 LR0934'BRANCH OF THE LEAST STEEP OF THE RIDGES THAT REACH THE TOP
 LR0934'OF THE MAIN RIDGE.  THIS BRANCH IS BETWEEN AND LOWER THAN THE
 LR0934'POINTS OF RIDGES TO THE IMMEDIATE N AND S.
 LR0934
 LR0934                          STATION RECOVERY (1958)
 LR0934
 LR0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0934'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED, AND
 LR0934'FOUND TO BE IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 LR0934'
 LR0934'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE, NORTH-NORTHEAST
 LR0934'OF BATTLE MOUNTAIN, ON THE HIGHEST POINT OF A SHARP, ROCKY,
 LR0934'CONE-SHAPED PEAK, AT THE NORTHWEST END OF A LONG FLAT-TOPPED
 LR0934'RANGE.
 LR0934'
 LR0934'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BATTLE
 LR0934'MOUNTAIN, GO SOUTHEAST ON U.S. HIGHWAY 40 FOR 1/2 BLOCK TO A
 LR0934'CROSSROAD.  TURN LEFT, ACROSS RAILROAD TRACKS, AND GO NORTH
 LR0934'ON THE MAIN TRAVELED GRAVEL ROAD FOR 0.9 MILE TO THE HUMBOLDT
 LR0934'RIVER BRIDGE.  CONTINUE STRAIGHT AHEAD FOR 2.8 MILES TO A
 LR0934'FORKS.  KEEP THE LEFT FORK, STRAIGHT AHEAD, FOR 1.1 MILES
 LR0934'TO A FORKS.  KEEP THE LEFT FORK, STRAIGHT AHEAD, FOR 0.8 MILE
 LR0934'TO THE NORTH BATTLE MOUNTAIN, WESTERN PACIFIC SIDEING ON THE
 LR0934'RIGHT.  CONTINUE NORTH ON THE MAIN TRAVELED ROAD, CROSSING
 LR0934'THE RAILROAD TRACKS, FOR 1.45 MILES TO A TRIPLE FORKS.  KEEP
 LR0934'THE MIDDLE FORK, AND GO NORTH FOR 0.6 MILE TO A SIDE ROAD
 LR0934'ON THE RIGHT.  TURN RIGHT AND FOLLOW DIM TRACK ROAD
 LR0934'UP-GRADE FOR 2.75 MILES TO THE END OF TRUCK TRAVEL.  FROM
 LR0934'THIS POINT PACK ALONG THE RIDGE AND UP A STEEP SLOPE TO A
 LR0934'SADDLE.  BEAR LEFT AT THE SADDLE AND CONTINUE UP TO THE
 LR0934'HIGHEST POINT AND THE STATION.  NOTE.  4 WHEEL DRIVE, AND
 LR0934'2 HOUR PACK.
 LR0934'
 LR0934'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED CONE 1934,
 LR0934'SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 LR0934'
 LR0934'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 LR0934'CONE NO 1 1934, SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING
 LR0934'BEDROCK.
 LR0934'
 LR0934'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 LR0934'CONE NO 2 1934, SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING
 LR0934'BEDROCK.
 LR0934'
 LR0934'THE AZIMUTH MARK IS A STANDARD BRONZE REFERENCE MARK DISK
 LR0934'STAMPED CONE 1934, SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING
 LR0934'BEDROCK.  TO REACH THE AZIMUTH MARK FROM THE STATION, PACK
 LR0934'NORTHEAST ALONG THE RIDGE ABOUT 1/4 MILE TO THE FIRST
 LR0934'ROCKY KNOB.  THE MARK IS ONE FOOT WEST OF A TWO FOOT CAIRN.
 LR0934
 LR0934                          STATION RECOVERY (1964)
 LR0934
 LR0934'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LR0934'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40116-4, STATION 1010.
 LR0934'STATION MARK--A STANDARD BRONZE DISK STAMPED---CONE 1934---, SET IN
 LR0934'CEMENT IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0517 ***********************************************************************
 MV0517  DESIGNATION -  CONE
 MV0517  PID         -  MV0517
 MV0517  STATE/COUNTY-  NV/HUMBOLDT
 MV0517  USGS QUAD   -  JORDAN MEADOW MOUNTA (1991)
 MV0517
 MV0517                         *CURRENT SURVEY CONTROL
 MV0517  ___________________________________________________________________
 MV0517* NAD 83(1994)-  41 49 25.20947(N)    118 03 41.19956(W)     ADJUSTED  
 MV0517* NAVD 88     -      2149.2    (meters)    7051.     (feet)  VERTCON   
 MV0517  ___________________________________________________________________
 MV0517  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 MV0517  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 MV0517
 MV0517  HORZ ORDER  -  THIRD
 MV0517
 MV0517.The horizontal coordinates were established by classical geodetic methods
 MV0517.and adjusted by the National Geodetic Survey in June 1998..
 MV0517
 MV0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0517
 MV0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0517
 MV0517.The geoid height was determined by GEOID03.
 MV0517
 MV0517;                    North         East     Units Scale Factor Converg.
 MV0517;SPC NV W     - 4,785,246.370   843,353.800   MT  0.99992312   +0 20 52.9
 MV0517;SPC NV W     -15,699,595.80  2,766,903.26   sFT  0.99992312   +0 20 52.9
 MV0517;UTM  11      - 4,630,743.247   411,850.868   MT  0.99969562   -0 42 28.3
 MV0517
 MV0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0517!SPC NV W     -   0.99966604  x   0.99992312  =   0.99958918
 MV0517!UTM  11      -   0.99966604  x   0.99969562  =   0.99936176
 MV0517
 MV0517|---------------------------------------------------------------------|
 MV0517| PID    Reference Object                     Distance      Geod. Az  |
 MV0517|                                                           dddmmss.s |
 MV0517| CS8500 CONE RM 2                            14.155 METERS 11509     |
 MV0517| CS8501 CONE RM 1                             8.501 METERS 21637     |
 MV0517|---------------------------------------------------------------------|
 MV0517
 MV0517                          SUPERSEDED SURVEY CONTROL
 MV0517
 MV0517  NAD 83(1991)-  41 49 25.21010(N)    118 03 41.19936(W) AD(       ) 3
 MV0517  NGVD 29 (11/09/93) 2147.9    (m)         7047.     (f) VERT ANG       
 MV0517
 MV0517.Superseded values are not recommended for survey control.
 MV0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0517.See file dsdata.txt to determine how the superseded data were derived.
 MV0517
 MV0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG1185130743(NAD 83)
 MV0517_MARKER: DD = SURVEY DISK
 MV0517_SETTING: 66 = SET IN ROCK OUTCROP
 MV0517_SP_SET: SET IN BEDROCK
 MV0517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0517+STABILITY: POSITION/ELEVATION WELL
 MV0517
 MV0517  HISTORY     - Date     Condition        Report By
 MV0517  HISTORY     - 1960     MONUMENTED       USGS
 MV0517
 MV0517                          STATION DESCRIPTION
 MV0517
 MV0517'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MV0517'LOCATED ABOUT 25 MI NW. OF OROVADA, 22 MI SW. OF MCDERMITT.  ON
 MV0517'HIGHEST POINT OF CINDER CONE ON EAST SIDE OF HIGH COUNTRY
 MV0517'SEPARATING CROWLEY CREEK AND KINGS RIVER VALLEY.
 MV0517'
 MV0517'TO REACH FROM OROVADA POST OFFICE, GO 15.1 MI W. ON KINGS RIVER
 MV0517'RD.  TURN RIGHT (N.) 2.1 MI TO GATE AT CORRAL, PASS THROUGH GATE
 MV0517'0.6 MI TO RANCH HOUSE, PASS RANCH 0.1 MI TO RD. FORK JUST BEYOND
 MV0517'GATE.  TAKE RIGHT FORK N. 0.2 MI TO GATE, PASS THROUGH GATE 3.8 MI
 MV0517'TO RD. FORK.  TAKE LEFT FORK LEAVING CROWLEY CREEK RD. 2.5 MI TO
 MV0517'RD. FORK.  TAKE RIGHT FORK 5.4 MI TO RD. FORK.  TAKE LEFT FORK
 MV0517'UPHILL 1.9 MI TO TOP OF LONG GRADE AND END OF TRUCK TRAVEL FOR
 MV0517'TWO-WHEEL DRIVE.  STATION IS ABOUT 2 MI NE. OF THIS POINT ON TOP.
 MV0517'
 MV0517'(NOTE--FOUR-WHEEL DRIVE MAY BE DRIVEN N. CROSS-COUNTRY TO SIDE
 MV0517'DRAIN, DOWN THIS DRAIN NE. TO SADDLE, E. THROUGH SADDLE TO SMALL
 MV0517'TOP, AND E. UP SIDE OF SLOPE TO WITHIN A 5-MINUTE HIKE OF
 MV0517'STATION.)
 MV0517'
 MV0517'STATION MARK--STANDARD TABLET STAMPED---CONE 1960---, IN SOLID
 MV0517'ROCK.
 MV0517'
 MV0517'RM 1--STANDARD RM TABLET STAMPED---RM 1 1960---, IN SOLID ROCK.
 MV0517'
 MV0517'RM 2--STANDARD RM TABLET STAMPED---RM 2 1960---, IN SOLID ROCK, 1.5
 MV0517'FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1731 ***********************************************************************
 KR1731  DESIGNATION -  CONE PEAK TARGET
 KR1731  PID         -  KR1731
 KR1731  STATE/COUNTY-  NV/WASHOE
 KR1731  USGS QUAD   -  MT ROSE NW (1993)
 KR1731
 KR1731                         *CURRENT SURVEY CONTROL
 KR1731  ___________________________________________________________________
 KR1731* NAD 83(1994)-  39 27 22.81253(N)    119 58 46.75675(W)     ADJUSTED  
 KR1731* NAVD 88     -      1598.     (meters)    5243.     (feet)  SCALED    
 KR1731  ___________________________________________________________________
 KR1731  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 KR1731  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 KR1731
 KR1731  HORZ ORDER  -  THIRD
 KR1731
 KR1731.The horizontal coordinates were established by classical geodetic methods
 KR1731.and adjusted by the National Geodetic Survey in June 1998..
 KR1731
 KR1731.The orthometric height was scaled from a topographic map.
 KR1731
 KR1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1731
 KR1731.The geoid height was determined by GEOID03.
 KR1731
 KR1731;                    North         East     Units Scale Factor Converg.
 KR1731;SPC NV W     - 4,523,186.494   679,832.220   MT  1.00007774   -0 53 14.8
 KR1731;SPC NV W     -14,839,821.02  2,230,416.21   sFT  1.00007774   -0 53 14.8
 KR1731;SPC CA 2     -   700,598.094 2,173,859.981   MT  0.99993566   +1 16 25.5
 KR1731;SPC CA 2     - 2,298,545.58  7,132,072.29   sFT  0.99993566   +1 16 25.5
 KR1731;UTM  11      - 4,371,657.200   243,629.554   MT  1.00040931   -1 53 40.5
 KR1731;UTM  10      - 4,371,773.823   759,872.112   MT  1.00043157   +1 55 13.7
 KR1731
 KR1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1731!SPC NV W     -   0.99975301  x   1.00007774  =   0.99983073
 KR1731!SPC CA 2     -   0.99975301  x   0.99993566  =   0.99968869
 KR1731!UTM  11      -   0.99975301  x   1.00040931  =   1.00016222
 KR1731!UTM  10      -   0.99975301  x   1.00043157  =   1.00018448
 KR1731
 KR1731                          SUPERSEDED SURVEY CONTROL
 KR1731
 KR1731  NAD 83(1992)-  39 27 22.80831(N)    119 58 46.75451(W) AD(       ) 3
 KR1731  NAD 83(1986)-  39 27 22.80325(N)    119 58 46.75161(W) AD(       ) 3
 KR1731  NAD 27      -  39 27 23.13360(N)    119 58 43.03380(W) AD(       ) 3
 KR1731
 KR1731.Superseded values are not recommended for survey control.
 KR1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1731.See file dsdata.txt to determine how the superseded data were derived.
 KR1731
 KR1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4363071657(NAD 83)
 KR1731
 KR1731  HISTORY     - Date     Condition        Report By
 KR1731  HISTORY     - 1958     MONUMENTED       CGS
 KR1731
 KR1731                          STATION DESCRIPTION
 KR1731
 KR1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1731'TARGET WAS INTERSECTED ON PEAK IDENTICAL WITH PEAK ON WHICH
 KR1731'CONE PEAK, WHITE FLAG 1872 IS LOCATED.  STATION NOT VISITED.
 KR1731'
 KR1731'THE HIGHEST POINT OF A CONICAL PEAK 5 OR 6 MILES SOUTH OF VERDI
 KR1731'AND A LITTLE MORE THAN A MILE SOUTHEAST OF THE TRUCKEE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1735 ***********************************************************************
 KR1735  DESIGNATION -  CONE PEAK WHITE FLAG
 KR1735  PID         -  KR1735
 KR1735  STATE/COUNTY-  NV/WASHOE
 KR1735  USGS QUAD   -  MT ROSE NW (1993)
 KR1735
 KR1735                         *CURRENT SURVEY CONTROL
 KR1735  ___________________________________________________________________
 KR1735* NAD 83(1994)-  39 27 22.25277(N)    119 58 46.51665(W)     ADJUSTED  
 KR1735* NAVD 88     -                                                        
 KR1735  ___________________________________________________________________
 KR1735  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 KR1735  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 KR1735
 KR1735  HORZ ORDER  -  THIRD
 KR1735
 KR1735.The horizontal coordinates were established by classical geodetic methods
 KR1735.and adjusted by the National Geodetic Survey in June 1998..
 KR1735
 KR1735
 KR1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1735
 KR1735.The geoid height was determined by GEOID03.
 KR1735
 KR1735;                    North         East     Units Scale Factor Converg.
 KR1735;SPC NV W     - 4,523,169.143   679,837.693   MT  1.00007772   -0 53 14.7
 KR1735;SPC NV W     -14,839,764.10  2,230,434.16   sFT  1.00007772   -0 53 14.7
 KR1735;SPC CA 2     -   700,580.964 2,173,866.103   MT  0.99993564   +1 16 25.7
 KR1735;SPC CA 2     - 2,298,489.38  7,132,092.37   sFT  0.99993564   +1 16 25.7
 KR1735;UTM  11      - 4,371,639.750   243,634.722   MT  1.00040927   -1 53 40.3
 KR1735;UTM  10      - 4,371,756.755   759,878.430   MT  1.00043161   +1 55 13.8
 KR1735
 KR1735                          SUPERSEDED SURVEY CONTROL
 KR1735
 KR1735  NAD 83(1992)-  39 27 22.25185(N)    119 58 46.51373(W) AD(       ) 4
 KR1735  NAD 83(1986)-  39 27 22.24968(N)    119 58 46.50925(W) AD(       ) 4
 KR1735  NAD 27      -  39 27 22.57100(N)    119 58 42.79200(W) AD(       ) 3
 KR1735
 KR1735.Superseded values are not recommended for survey control.
 KR1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1735.See file dsdata.txt to determine how the superseded data were derived.
 KR1735
 KR1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4363571640(NAD 83)
 KR1735
 KR1735  HISTORY     - Date     Condition        Report By
 KR1735  HISTORY     - 1872     MONUMENTED       CGS
 KR1735
 KR1735                          STATION DESCRIPTION
 KR1735
 KR1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (GD)
 KR1735'THE HIGHEST POINT OF A CONICAL PEAK 5 OR 6 MILES SOUTH OF
 KR1735'VERDI AND A LITTLE MORE THAN A MILE SOUTHEAST OF THE TRUCKEE
 KR1735'RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1210 ***********************************************************************
 FS1210  DESIGNATION -  CONEY
 FS1210  PID         -  FS1210
 FS1210  STATE/COUNTY-  NV/CLARK
 FS1210  USGS QUAD   -  STATE LINE PASS (1985)
 FS1210
 FS1210                         *CURRENT SURVEY CONTROL
 FS1210  ___________________________________________________________________
 FS1210* NAD 83(1994)-  35 39 19.15927(N)    115 25 11.69564(W)     ADJUSTED  
 FS1210* NAVD 88     -      1320.8    (meters)    4333.     (feet)  VERTCON   
 FS1210  ___________________________________________________________________
 FS1210  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 FS1210  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FS1210
 FS1210  HORZ ORDER  -  SECOND
 FS1210
 FS1210.The horizontal coordinates were established by classical geodetic methods
 FS1210.and adjusted by the National Geodetic Survey in June 1998..
 FS1210
 FS1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1210
 FS1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1210
 FS1210.The geoid height was determined by GEOID03.
 FS1210
 FS1210;                    North         East     Units Scale Factor Converg.
 FS1210;SPC NV E     - 8,100,442.572   214,796.734   MT  0.99990270   +0 05 42.9
 FS1210;SPC NV E     -26,576,202.00    704,712.28   sFT  0.99990270   +0 05 42.9
 FS1210;SPC CA 5     -   742,091.125 2,233,623.229   MT  1.00004657   +1 28 14.4
 FS1210;SPC CA 5     - 2,434,677.30  7,328,145.54   sFT  1.00004657   +1 28 14.4
 FS1210;UTM  11      - 3,946,869.536   643,032.233   MT  0.99985210   +0 55 16.3
 FS1210
 FS1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1210!SPC NV E     -   0.99979721  x   0.99990270  =   0.99969993
 FS1210!SPC CA 5     -   0.99979721  x   1.00004657  =   0.99984377
 FS1210!UTM  11      -   0.99979721  x   0.99985210  =   0.99964934
 FS1210
 FS1210:                Primary Azimuth Mark                     Grid Az
 FS1210:SPC NV E     -  EZRA                                     002 17 32.9
 FS1210:SPC CA 5     -  EZRA                                     000 55 01.4
 FS1210:UTM  11      -  EZRA                                     001 27 59.5
 FS1210
 FS1210|---------------------------------------------------------------------|
 FS1210| PID    Reference Object                     Distance      Geod. Az  |
 FS1210|                                                           dddmmss.s |
 FS1210| FS1211 EZRA                                APPROX. 7.8 KM 0022315.8 |
 FS1210| CC4531 CONEY RM 1                            5.942 METERS 25146     |
 FS1210| CC4532 CONEY RM 2                            6.082 METERS 33114     |
 FS1210|---------------------------------------------------------------------|
 FS1210
 FS1210                          SUPERSEDED SURVEY CONTROL
 FS1210
 FS1210  NAD 83(1992)-  35 39 19.15570(N)    115 25 11.69356(W) AD(1991.35) 2
 FS1210  NAD 83(1992)-  35 39 19.15706(N)    115 25 11.69295(W) AD(       ) 2
 FS1210  NAD 83(1992)-  35 39 19.15436(N)    115 25 11.69907(W) AD(       ) 2
 FS1210  NAD 83(1986)-  35 39 19.15951(N)    115 25 11.69048(W) AD(       ) 2
 FS1210  NAD 27      -  35 39 19.22690(N)    115 25 08.71430(W) AD(       ) 2
 FS1210  NGVD 29 (07/19/86) 1320.0    (m)         4331.     (f) VERT ANG       
 FS1210
 FS1210.Superseded values are not recommended for survey control.
 FS1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1210.See file dsdata.txt to determine how the superseded data were derived.
 FS1210
 FS1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV4303246870(NAD 83)
 FS1210_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FS1210_SETTING: 66 = SET IN ROCK OUTCROP
 FS1210
 FS1210  HISTORY     - Date     Condition        Report By
 FS1210  HISTORY     - 1958     MONUMENTED       CGS
 FS1210
 FS1210                          STATION DESCRIPTION
 FS1210
 FS1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS1210'THE STATION IS 10 MILES SOUTH-SOUTHWEST OF JEAN, 3.5 MILES
 FS1210'WEST OF ROACH RAILROAD STATION, 3 MILES NORTHWEST OF POINT
 FS1210'WHERE U.S. HIGHWAY 91 PASSES AROUND THE LOW FOOTHILLS JUST
 FS1210'BEFORE CROSSING THE CALIFORNIA-NEVADA STATE LINE.  THE PEAK
 FS1210'IS THE FIRST PROMINENT CONE SHAPED PEAK ALONG THE MAIN EAST-WEST
 FS1210'RIDGE TO THE WEST OF THE EXISTING HIGHWAY.
 FS1210'
 FS1210'TO REACH FROM JEAN GO SOUTHWEST ALONG U.S. HIGHWAY 91 FOR 8.2
 FS1210'MILES TO POINT 0.2 MILE AFTER PASSING SERVICE STATION.  HERE
 FS1210'TURN RIGHT, WEST ONTO DIRT ROAD AND GO 0.5 MILE TO CROSS ROAD
 FS1210'ATTELEPHONE LINE CROSSING.  TURN LEFT, SOUTH AND FOLLOW DIRT
 FS1210'ROAD ALONG TELEPHONE LINE FOR 0.9 MILE TO POINT 0.1 MILE
 FS1210'BEFORE COMING TO ANGLE IN TELEPHONE LINE AND POLE + 7964-KA10.
 FS1210'HERE TURN RIGHT, WEST AND GO CROSS-COUNTRY, FOLLOWING EASEST
 FS1210'TRAVEL FOR 1.2 MILES TO END OF TRUCK TRAVEL AT A POINT ACROSS
 FS1210'A LARGE WASH FROM WHERE ANOTHER WASH HEADS FROM THE MAIN
 FS1210'RIDGE TO THE SOUTH.
 FS1210'
 FS1210'FROM ETT PACK ACROSS THE BIG WASH ONTO THE TOE OF THE RIDGE
 FS1210'JUST TO THE WEST, RIGHT, OF THE WASH THAT HEADS FROM THE MAIN
 FS1210'RIDGE.  PACK UP THE CREST OF THE RIDGE, GOING THROUGH THE
 FS1210'CHIMNEY ONTO THE MAIN RIDGE THENCE RIGHT ALONG THE CREST OF
 FS1210'A NARROW RIDGE, KEEPING ALWAYS TO THE HIGHEST POINTS TO THE
 FS1210'TOP AND STATION SITE.  NOTE--CROSS-COUNTRY TRAVEL WITH 4 WHEEL
 FS1210'DRIVE VEHICLE.  ABOUT 1-1/2 HOUR PACK
 FS1210'
 FS1210'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL
 FS1210'HOLES IN BEDROCK AND STAMPED CONEY 1958 WITH THE REFERENCE
 FS1210'MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0691 ***********************************************************************
 LQ0691  DESIGNATION -  CONICAL PEAK EAST OF RUBY DOME
 LQ0691  PID         -  LQ0691
 LQ0691  STATE/COUNTY-  NV/ELKO
 LQ0691  USGS QUAD   -  RUBY DOME (1990)
 LQ0691
 LQ0691                         *CURRENT SURVEY CONTROL
 LQ0691  ___________________________________________________________________
 LQ0691* NAD 83(1994)-  40 37 19.90578(N)    115 28 03.69873(W)     ADJUSTED  
 LQ0691* NAVD 88     -                                                        
 LQ0691  ___________________________________________________________________
 LQ0691  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 LQ0691  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 LQ0691
 LQ0691  HORZ ORDER  -  THIRD
 LQ0691
 LQ0691.The horizontal coordinates were established by classical geodetic methods
 LQ0691.and adjusted by the National Geodetic Survey in June 1998..
 LQ0691
 LQ0691
 LQ0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0691
 LQ0691.The geoid height was determined by GEOID03.
 LQ0691
 LQ0691;                    North         East     Units Scale Factor Converg.
 LQ0691;SPC NV E     - 8,651,700.987   209,783.694   MT  0.99990118   +0 04 31.0
 LQ0691;SPC NV E     -28,384,788.99    688,265.34   sFT  0.99990118   +0 04 31.0
 LQ0691;UTM  11      - 4,497,947.104   629,604.693   MT  0.99980676   +0 59 52.0
 LQ0691
 LQ0691                          SUPERSEDED SURVEY CONTROL
 LQ0691
 LQ0691  NAD 83(1986)-  40 37 19.90851(N)    115 28 03.69605(W) AD(       ) 4
 LQ0691  NAD 27      -  40 37 20.17100(N)    115 28 00.50000(W) AD(       ) 3
 LQ0691
 LQ0691.Superseded values are not recommended for survey control.
 LQ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0691.See file dsdata.txt to determine how the superseded data were derived.
 LQ0691
 LQ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE2960597947(NAD 83)
 LQ0691_MARKER: 03 = MOUNTAIN PEAK
 LQ0691
 LQ0691  HISTORY     - Date     Condition        Report By
 LQ0691  HISTORY     - 1947     FIRST OBSERVED   CGS
 LQ0691
 LQ0691                          STATION DESCRIPTION
 LQ0691
 LQ0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0691'ABOUT 21 MILES (AIRLINE) SOUTHEAST OF ELKO, ABOUT 7 MILES
 LQ0691'(AIRLINE) SOUTH OF LAMOILLE, AND ABOUT 0.4 MILE (AIRLINE)
 LQ0691'EAST OF RUBY DOME.  THE HIGHEST POINT OF A CONICAL PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1615 ***********************************************************************
 KR1615  DESIGNATION -  CONKLIN
 KR1615  PID         -  KR1615
 KR1615  STATE/COUNTY-  NV/LYON
 KR1615  USGS QUAD   -  WABUSKA (1993)
 KR1615
 KR1615                         *CURRENT SURVEY CONTROL
 KR1615  ___________________________________________________________________
 KR1615* NAD 83(1994)-  39 12 03.84266(N)    119 13 50.22879(W)     ADJUSTED  
 KR1615* NAVD 88     -      1396.0    (meters)    4580.     (feet)  VERTCON   
 KR1615  ___________________________________________________________________
 KR1615  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 KR1615  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 KR1615
 KR1615  HORZ ORDER  -  SECOND
 KR1615
 KR1615.The horizontal coordinates were established by classical geodetic methods
 KR1615.and adjusted by the National Geodetic Survey in June 1998..
 KR1615
 KR1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1615
 KR1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1615
 KR1615.The geoid height was determined by GEOID03.
 KR1615
 KR1615;                    North         East     Units Scale Factor Converg.
 KR1615;SPC NV W     - 4,494,117.844   744,092.354   MT  0.99993847   -0 24 32.8
 KR1615;SPC NV W     -14,744,451.63  2,441,243.00   sFT  0.99993847   -0 24 32.8
 KR1615;UTM  11      - 4,341,460.093   307,384.753   MT  1.00005684   -1 24 37.0
 KR1615
 KR1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1615!SPC NV W     -   0.99978487  x   0.99993847  =   0.99972335
 KR1615!UTM  11      -   0.99978487  x   1.00005684  =   0.99984170
 KR1615
 KR1615:                Primary Azimuth Mark                     Grid Az
 KR1615:SPC NV W     -  SAGE 2                                   249 20 22.9
 KR1615:UTM  11      -  SAGE 2                                   250 20 27.1
 KR1615
 KR1615|---------------------------------------------------------------------|
 KR1615| PID    Reference Object                     Distance      Geod. Az  |
 KR1615|                                                           dddmmss.s |
 KR1615| KR1622 SAGE 2                              APPROX.22.5 KM 2485550.1 |
 KR1615|---------------------------------------------------------------------|
 KR1615
 KR1615                          SUPERSEDED SURVEY CONTROL
 KR1615
 KR1615  NAD 83(1992)-  39 12 03.84578(N)    119 13 50.19333(W) AD(       ) 2
 KR1615  NAD 83(1986)-  39 12 03.85809(N)    119 13 50.15804(W) AD(       ) 2
 KR1615  NAD 27      -  39 12 04.14800(N)    119 13 46.60900(W) AD(       ) 2
 KR1615  NGVD 29 (07/19/86) 1395.0    (m)         4577.     (f) VERT ANG       
 KR1615
 KR1615.Superseded values are not recommended for survey control.
 KR1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1615.See file dsdata.txt to determine how the superseded data were derived.
 KR1615
 KR1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0738541460(NAD 83)
 KR1615_MARKER: Z = SEE DESCRIPTION
 KR1615_SETTING: 0 = UNSPECIFIED SETTING
 KR1615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1615
 KR1615  HISTORY     - Date     Condition        Report By
 KR1615  HISTORY     - 1951     MONUMENTED       CGS
 KR1615  HISTORY     - 1955     GOOD             USGS
 KR1615
 KR1615                          STATION DESCRIPTION
 KR1615
 KR1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1615'STATION IS G.L.O. IRON PIPE 3 IN DIAMETER STAMPED FOR SECTIONS 31
 KR1615'AND 36, T. 16 N., R. 24 E. AND R. 25 E.  A WHITE CLOTH COVERED
 KR1615'TRIPOD TARGET 5.5 FT HIGH OVER POINT.
 KR1615'
 KR1615'LOCATED APPROXIMATELY 5.5 MILES NORTHWEST AIR LINE FROM WABUSKA,
 KR1615'NEVADA, ON WEST SLOPE OF ROLLING FOOT HILL AND APPROXIMATELY 0.9
 KR1615'MILE WEST OF U.S. 95.
 KR1615'
 KR1615'TO REACH FROM INTERSECTION OF HIGHWAYS U.S. 50 AND U.S. 95 GO
 KR1615'SOUTHERLY 16.1 MILES.  HEAVY DRAINAGE CROSSING U.S. 95 A SHORT
 KR1615'DISTANCE AHEAD OF THIS POINT, TURN RIGHT ACROSS COUNTRY OR WEST
 KR1615'BEARING FOR APPROXIMATELY 0.4 MILE E.T.T.  PACK WEST OVER TWO
 KR1615'NORTH SOUTH RIDGES.
 KR1615'
 KR1615'STATION ON WEST SLOPE OF SECOND RIDGE.  15 MINUTE PACK.
 KR1615
 KR1615                          STATION RECOVERY (1955)
 KR1615
 KR1615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KR1615'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0463 ***********************************************************************
 KP0463  DESIGNATION -  CONNOR VABM
 KP0463  PID         -  KP0463
 KP0463  STATE/COUNTY-  NV/WHITE PINE
 KP0463  USGS QUAD   -  CONNORS PASS (1993)
 KP0463
 KP0463                         *CURRENT SURVEY CONTROL
 KP0463  ___________________________________________________________________
 KP0463* NAD 83(1994)-  39 00 35.12600(N)    114 39 15.57967(W)     ADJUSTED  
 KP0463* NAVD 88     -      2634.7    (meters)    8644.     (feet)  VERTCON   
 KP0463  ___________________________________________________________________
 KP0463  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 KP0463  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 KP0463
 KP0463  HORZ ORDER  -  THIRD
 KP0463
 KP0463.The horizontal coordinates were established by classical geodetic methods
 KP0463.and adjusted by the National Geodetic Survey in June 1998..
 KP0463
 KP0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0463
 KP0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0463
 KP0463.The geoid height was determined by GEOID03.
 KP0463
 KP0463;                    North         East     Units Scale Factor Converg.
 KP0463;SPC NV E     - 8,473,092.186   280,458.058   MT  0.99997969   +0 35 05.3
 KP0463;SPC NV E     -27,798,803.28    920,136.15   sFT  0.99997969   +0 35 05.3
 KP0463;UTM  11      - 4,320,477.069   703,099.883   MT  1.00010795   +1 28 37.2
 KP0463
 KP0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0463!SPC NV E     -   0.99959005  x   0.99997969  =   0.99956975
 KP0463!UTM  11      -   0.99959005  x   1.00010795  =   0.99969796
 KP0463
 KP0463                          SUPERSEDED SURVEY CONTROL
 KP0463
 KP0463  NAD 83(1994)-  39 00 35.12593(N)    114 39 15.57998(W) AD(       ) 3
 KP0463  NAD 83(1986)-  39 00 35.12502(N)    114 39 15.58740(W) AD(       ) 3
 KP0463  NGVD 29 (01/04/94) 2633.3    (m)         8639.     (f) VERT ANG       
 KP0463
 KP0463.Superseded values are not recommended for survey control.
 KP0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0463.See file dsdata.txt to determine how the superseded data were derived.
 KP0463
 KP0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD0310020477(NAD 83)
 KP0463_MARKER: DB = BENCH MARK DISK
 KP0463_SETTING: 80 = SET IN A BOULDER
 KP0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0463+STABILITY: SURFACE MOTION
 KP0463
 KP0463  HISTORY     - Date     Condition        Report By
 KP0463  HISTORY     - 1973     MONUMENTED       USGS
 KP0463
 KP0463                          STATION DESCRIPTION
 KP0463
 KP0463'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 KP0463'LOCATED ABOUT 21 MI SE. OF ELY, ABOUT 4 MI SW. OF MAJORS PLACE.
 KP0463'
 KP0463'TO REACH FROM JCT. OF U.S. HWYS. 93, 6 AND 50 IN ELY, GO 22.1 MI
 KP0463'S. ON U.S. HWYS. 93, 6 AND 50 (CONNORS PASS) TO GRADED RD. S.
 KP0463'TURN RIGHT ON GRADED RD. 1.1 MI TO RELAY STATION.  MAKE SHARP
 KP0463'RIGHT ON TACK RD. 0.5 MI TO TOP.  GO CROSS-COUNTRY SOUTHEASTERLY
 KP0463'ALONG RIDGE 0.15 MI TO END OF TRUCK TRAVEL.  PACK SOUTHERLY ALONG
 KP0463'RIDGE ABOUT 0.8 MI TO FIRST MAIN TOP AND STATION.
 KP0463'
 KP0463'STATION MARK--STANDARD TABLET STAMPED---CONNOR 1973 VABM---, IN
 KP0463'ROCK FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0792 ***********************************************************************
 MT0792  DESIGNATION -  CONTACT
 MT0792  PID         -  MT0792
 MT0792  STATE/COUNTY-  NV/ELKO
 MT0792  USGS QUAD   -  CONTACT (1989)
 MT0792
 MT0792                         *CURRENT SURVEY CONTROL
 MT0792  ___________________________________________________________________
 MT0792* NAD 83(1994)-  41 47 06.80223(N)    114 50 24.95852(W)     ADJUSTED  
 MT0792* NAVD 88     -      2633.1    (meters)    8639.     (feet)  VERTCON   
 MT0792  ___________________________________________________________________
 MT0792  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 MT0792  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 MT0792
 MT0792  HORZ ORDER  -  FIRST
 MT0792
 MT0792.The horizontal coordinates were established by classical geodetic methods
 MT0792.and adjusted by the National Geodetic Survey in June 1998..
 MT0792
 MT0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0792
 MT0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0792
 MT0792.The geoid height was determined by GEOID03.
 MT0792
 MT0792;                    North         East     Units Scale Factor Converg.
 MT0792;SPC NV E     - 8,781,111.785   261,764.279   MT  0.99994693   +0 29 42.5
 MT0792;SPC NV E     -28,809,364.25    858,804.97   sFT  0.99994693   +0 29 42.5
 MT0792;UTM  11      - 4,628,184.670   679,469.054   MT  0.99999636   +1 26 22.2
 MT0792
 MT0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0792!SPC NV E     -   0.99958962  x   0.99994693  =   0.99953657
 MT0792!UTM  11      -   0.99958962  x   0.99999636  =   0.99958598
 MT0792
 MT0792|---------------------------------------------------------------------|
 MT0792| PID    Reference Object                     Distance      Geod. Az  |
 MT0792|                                                           dddmmss.s |
 MT0792| DC9993 CONTACT RM 1                         13.166 METERS 04303     |
 MT0792| DC9992 CONTACT AZ MK                                      0713048.7 |
 MT0792| DC9994 CONTACT RM 2                          9.257 METERS 15657     |
 MT0792|---------------------------------------------------------------------|
 MT0792
 MT0792                          SUPERSEDED SURVEY CONTROL
 MT0792
 MT0792  NAD 83(1994)-  41 47 06.80142(N)    114 50 24.95662(W) AD(       ) 1
 MT0792  NAD 83(1986)-  41 47 06.79944(N)    114 50 24.95262(W) AD(       ) 1
 MT0792  NAD 27      -  41 47 07.11884(N)    114 50 21.80400(W) AD(       ) 1
 MT0792  NGVD 29 (07/19/86) 2631.9    (m)         8635.     (f) VERT ANG       
 MT0792
 MT0792.Superseded values are not recommended for survey control.
 MT0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0792.See file dsdata.txt to determine how the superseded data were derived.
 MT0792
 MT0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG7946928185(NAD 83)
 MT0792_MARKER: DS = TRIANGULATION STATION DISK
 MT0792_SETTING: 66 = SET IN ROCK OUTCROP
 MT0792_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 MT0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MT0792+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 MT0792
 MT0792  HISTORY     - Date     Condition        Report By
 MT0792  HISTORY     - 1947     MONUMENTED       CGS
 MT0792  HISTORY     - 1968     GOOD             USGS
 MT0792  HISTORY     - 20030606 GOOD             INDIV
 MT0792
 MT0792                          STATION DESCRIPTION
 MT0792
 MT0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0792'STATION IS ON THE HIGHEST POINT OF CONTACT MOUNTAIN AND IS
 MT0792'ABOUT 5 MILES W. OF THE SMALL SETTLEMENT OF CONTACT.
 MT0792'
 MT0792'STATION MARK IS SET IN A V SHAPED CREVICE OF BEDROCK,
 MT0792'COUNTERSUNK ABOUT 1/2 IN AND IS STAMPED CONTACT 1947.
 MT0792'
 MT0792'REFERENCE MARK NO. 1 PROJECTS ABOUT 7 INCHES ABOVE
 MT0792'THE SURROUNDING ROCK, IS ABOUT 5 FEET LOWER THAN THE STATION
 MT0792'AND IS STAMPED CONTACT NO 1 1947.
 MT0792'
 MT0792'REFERENCE MARK NO. 2 PROJECTS ABOUT 2 FEET,
 MT0792'IS ABOUT 4 FEET LOWER THAN THE STATION AND COUNTERSUNK ABOUT
 MT0792'1/2 IN.  IT IS STAMPED CONTACT NO 2 1947.
 MT0792'
 MT0792'AZIMUTH MARK IS ABOUT 1/4 MILE EAST OF STATION AND
 MT0792'ABOUT 200 FEET LOWER THAN SAME.  IT IS AT THE SE END OF
 MT0792'A ROCKY OUTCROP WHICH FORMS A BENCH.  IT IS COUNTERSUNK ABOUT
 MT0792'2 IN.  IT IS STAMPED CONTACT 1947.
 MT0792'
 MT0792'TO REACH FROM THE INTERSECTION OF THE GRAVEL ROAD AND U.S.
 MT0792'93 IN THE SETTLEMENT OF CONTACT, GO W. ON GRAVELED ROAD UPHILL
 MT0792'THROUGH THE MAIN PART OF SETTLEMENT FOR 2.55 MILES TO A
 MT0792'FORK, KEEP LEFT FOR 1.1 MILES TO A CREST OF A SADDLE AND A
 MT0792'POINT WHICH IS SE OF THE HIGHEST PART OF THE MOUNTAIN, AT
 MT0792'THIS POINT LEAVE THE TRACK ROAD AND HEAD TOWARDS THE MOUNTAIN,
 MT0792'PASSING DOWN THROUGH A DRAW OR SMALL CANYON AND THENCE UP A
 MT0792'RIDGE ON THE OTHER SIDE.  THIS RIDGE TAKE ONE N. TO A SADDLE
 MT0792'ON THE MAIN E-W RIDGE, THENCE BEAR LEFT TO THE W. IN GENERAL
 MT0792'AND GO ABOUT 1.3 MILES TO END OF TRUCK TRAVEL.  FROM HERE
 MT0792'PACK ON UP STEEP RIDGE ABOUT 1/2 MILE TO AZIMUTH MARK AS
 MT0792'DESCRIBED, CONTINUE UP RIDGE FOR ANOTHER 1/4 MILE TO THE
 MT0792'HIGHEST POINT AND STATION AS DESCRIBED, 1-1/2 HOURS FROM
 MT0792'TRACK ROAD, 40 MINUTES FROM END OF TRUCK TRAVEL.
 MT0792'
 MT0792'NOTE--THE MILEAGE FROM THE TRACK ROAD REQUIRED A HEAVY 4 X 4
 MT0792'TRUCK AS IT IS VERY STEEP IN PLACES.
 MT0792
 MT0792                          STATION RECOVERY (1968)
 MT0792
 MT0792'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JJW)
 MT0792'TO REACH FROM CONTACT GO N. ALONG U.S. HIGHWAY 93 FOR 2.4
 MT0792'MI. TO DIM RD. GOING W.  TURN LEFT THROUGH GATE AND GO 0.4
 MT0792'MI. TO RD. FORKS.  TAKE LEFT FORK AND GO 3.8 MI. TO RD. FORK.
 MT0792'TAKE RIGT FORK AND GO 0.3 MI. N. TO SADDLE.  THEN GO 0.5 MI.
 MT0792'NE. INTO DRAIN AND REVERSE Y-FORK.  TURN SHORT LEFT AND GO 2.8
 MT0792'MI. TO A T-JUNCTION ON THE FLAT.  TURN LEFT AND GO 1.3 MI.
 MT0792'T A RD. FORK.  TAKE THE LEFT FORK AND FOLLOW EASTERLY ALONG
 MT0792'THE TOP OF THE RIDGE FOR 1.4 MI. TO THE STATION SITE.  (4
 MT0792'WHEEL DRIVE RECOMMENDED FOR THE LAST 6 MI.)
 MT0792'
 MT0792'ALTERNATE TO REACH FROM CONTACT, GO N ALONG U.S. HIGHWAY
 MT0792'93 FOR 2.4 MILES TO A DIM ROAD GOING WEST.  TURN LEFT THROUGH
 MT0792'A GATE AND GO WEST 0.4 MILES TO ROAD FORK.  TAKE THE LEFT
 MT0792'FORK AND GO 3.8 MILES TO ROAD FORK TAKE RIGHT FORK AND GO
 MT0792'0.3 MILE NORTH TO SADDLE AND GO 0.5 MILE NORTHEAST INTO DRAIN
 MT0792'INTO DRAIN AND REVERSE Y FORK.  TURN SHORT LEFT AND GO 2.8
 MT0792'MILES TO A T-JET, ON THE FLAT.  TURN LEFT AND 1.3 MILES
 MT0792'TO A ROAD FORK.  TAKE THE LEFT FORK AND GO EASTERLY ALONG
 MT0792'THE TOP OF THE RIDGE FOR 1.4 MILES TO THE STATION SITE.
 MT0792'(4 WHEEL DRIVE RECOMMENDED FOR THE LAST 6 MILES).
 MT0792'
 MT0792'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION IS
 MT0792'ON THE HIGHEST POINT OF CONTACT MOUNTAIN
 MT0792
 MT0792                          STATION RECOVERY (2003)
 MT0792
 MT0792'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DLH)
 MT0792'RECOVERED MARK AS DESCRIBED. MARK CAN BE REACHED BY 4WD VEHICLE AND IS
 MT0792'LOCATED ADJACENT TO 3 RADIO REPEATER SITES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0043 ***********************************************************************
 HQ0043  DESIGNATION -  CONTRAVES 12
 HQ0043  PID         -  HQ0043
 HQ0043  STATE/COUNTY-  NV/NYE
 HQ0043  USGS QUAD   -  STINKING SPRING NW (1987)
 HQ0043
 HQ0043                         *CURRENT SURVEY CONTROL
 HQ0043  ___________________________________________________________________
 HQ0043* NAD 83(1994)-  37 52 47.16699(N)    116 41 12.24359(W)     ADJUSTED  
 HQ0043* NAVD 88     -      1661.031  (meters)    5449.57   (feet)  ADJUSTED  
 HQ0043  ___________________________________________________________________
 HQ0043  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 HQ0043  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 HQ0043  DYNAMIC HT  -        1659.174 (meters)    5443.47  (feet)  COMP
 HQ0043  MODELED GRAV-     979,453.3   (mgal)                       NAVD 88
 HQ0043
 HQ0043  HORZ ORDER  -  FIRST
 HQ0043  VERT ORDER  -  FIRST     CLASS II
 HQ0043
 HQ0043.The horizontal coordinates were established by classical geodetic methods
 HQ0043.and adjusted by the National Geodetic Survey in June 1998..
 HQ0043
 HQ0043.The orthometric height was determined by differential leveling
 HQ0043.and adjusted by the National Geodetic Survey in June 1991..
 HQ0043
 HQ0043.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0043
 HQ0043.The geoid height was determined by GEOID03.
 HQ0043
 HQ0043.The dynamic height is computed by dividing the NAVD 88
 HQ0043.geopotential number by the normal gravity value computed on the
 HQ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0043.degrees latitude (g = 980.6199 gals.).
 HQ0043
 HQ0043.The modeled gravity was interpolated from observed gravity values.
 HQ0043
 HQ0043;                    North         East     Units Scale Factor Converg.
 HQ0043;SPC NV C     - 6,347,260.026   498,234.710   MT  0.99990004   -0 00 44.4
 HQ0043;SPC NV C     -20,824,302.27  1,634,625.04   sFT  0.99990004   -0 00 44.4
 HQ0043;UTM  11      - 4,192,521.476   527,548.766   MT  0.99960935   +0 11 32.5
 HQ0043
 HQ0043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0043!SPC NV C     -   0.99974336  x   0.99990004  =   0.99964343
 HQ0043!UTM  11      -   0.99974336  x   0.99960935  =   0.99935281
 HQ0043
 HQ0043:                Primary Azimuth Mark                     Grid Az
 HQ0043:SPC NV C     -  MIDOT 11 OFFSET                          051 58 03.6
 HQ0043:UTM  11      -  MIDOT 11 OFFSET                          051 45 46.7
 HQ0043
 HQ0043|---------------------------------------------------------------------|
 HQ0043| PID    Reference Object                     Distance      Geod. Az  |
 HQ0043|                                                           dddmmss.s |
 HQ0043| HQ0001 MIDOT 11 OFFSET                     APPROX. 3.0 KM 0515719.2 |
 HQ0043| HQ0044 CONTRAVES 12 RM 1                    15.412 METERS 09227     |
 HQ0043| HQ0045 CONTRAVES 12 RM 2                    15.518 METERS 21612     |
 HQ0043|---------------------------------------------------------------------|
 HQ0043
 HQ0043                          SUPERSEDED SURVEY CONTROL
 HQ0043
 HQ0043  NAD 83(1986)-  37 52 47.16371(N)    116 41 12.25161(W) AD(       ) 1
 HQ0043  NAD 27      -  37 52 47.39058(N)    116 41 09.02740(W) AD(       ) 1
 HQ0043  NGVD 29 (07/19/86) 1659.92   (m)         5445.9    (f) LEVELING    3  
 HQ0043
 HQ0043.Superseded values are not recommended for survey control.
 HQ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0043.See file dsdata.txt to determine how the superseded data were derived.
 HQ0043
 HQ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2754992521(NAD 83)
 HQ0043_MARKER: DS = TRIANGULATION STATION DISK
 HQ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0043_STAMPING: CONTRAVES 12 1968
 HQ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0043+STABILITY: SURFACE MOTION
 HQ0043
 HQ0043  HISTORY     - Date     Condition        Report By
 HQ0043  HISTORY     - 1968     MONUMENTED       CGS
 HQ0043  HISTORY     - 1968     GOOD             CGS
 HQ0043
 HQ0043                          STATION DESCRIPTION
 HQ0043
 HQ0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0043'STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS 30 MILES
 HQ0043'SOUTH-SOUTHEAST OF TONOPAH.  IT IS ABOUT 7-1/2 MILES NORTHEAST
 HQ0043'OF RANGE HEADQUARTERS AND 4 MILES EAST OF THE MAIN GUARD GATE
 HQ0043'(POINT ABLE) AT THE CONTRAVES CAMERA SITE NUMBER 12.
 HQ0043'
 HQ0043'TO REACH FROM THE MAIN GUARD GATE, GO SOUTH ON SURFACED ROAD
 HQ0043'FOR 0.9 MILE TO FORK, KEEP LEFT ON GRAVEL ROAD FOR 0.1 MILE
 HQ0043'TO CROSSROAD, TURN LEFT AND GO EASTERLY ON GRAVEL ROAD FOR 3.7
 HQ0043'MILES TO FORK, CAMERA SITE AND STATION.
 HQ0043'
 HQ0043'STATION MARK, A STANDARD DISK STAMPED CONTRAVES 12 1968, IS
 HQ0043'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 HQ0043'THE MARK IS 41 FEET NORTHWEST CAMERA SHELTER.
 HQ0043'
 HQ0043'REFERENCE MARK 1, A STANDARD DISK STAMPED CONTRAVES 12 NO 1
 HQ0043'1968, IS SET IN A DRILL HOLE IN THE CONCRETE BASE OF CAMERA.
 HQ0043'
 HQ0043'REFERENCE MARK 2, A STANDARD DISK STAMPED CONTRAVES 12 NO 2
 HQ0043'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HQ0043'8 INCHES.  THE MARK IS 74 FEET WEST OF THE CAMERA SHELTER.
 HQ0043'
 HQ0043'CONTRAVES 12 (OPTICS), TRAVERSE CONNECTION WAS MADE TO THE CENTER
 HQ0043'OF CAMERA LENS, WITH THE LENS IN A VERTICAL POSITION AND CAMERA
 HQ0043'LEVEL.
 HQ0043'
 HQ0043'ELEVATIONS WAS RUN ON THE CENTER OF CAMERA LENS IN A VERTICAL
 HQ0043'POSITION AND ALSO ON THE AXIS OF THE CAMERA.
 HQ0043'
 HQ0043'NO AZIMUTH MARK ESTABLISHED.
 HQ0043'
 HQ0043'HEIGHT OF LIGHT ABOVE STATION MARK 14.2 METERS.
 HQ0043
 HQ0043                          STATION RECOVERY (1968)
 HQ0043
 HQ0043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0043'30 MI SSE FROM TONOPAH.
 HQ0043'STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS 30 MILES
 HQ0043'SOUTH-SOUTHEAST OF TONOPAH.  IT IS ABOUT 7 1/2 MILES NORTHEAST
 HQ0043'OF RANGE HEADQUARTERS AND 4 MILES EAST OF THE MAIN GUARD GATE
 HQ0043'(POINT ABLE) AT THE CONTRAVES CAMERA SITE NUMBER 12.  TO REACH
 HQ0043'FROM THE MAIN GUARD GATE, GO SOUTH ON SURFACED ROAD FOR 0.9
 HQ0043'MILE TO FORK, KEEP LEFT ON GRAVEL ROAD FOR 0.1 MILE TO
 HQ0043'CROSSROAD, TURN LEFT AND GO EASTERLY ON GRAVEL ROAD FOR 3.7
 HQ0043'MILES TO FORK, CAMERA SITE AND STATION.  SET IN THE TOP OF A
 HQ0043'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  THE MARK IS 41
 HQ0043'FEET NORTHWEST CAMERA SHELTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0044 ***********************************************************************
 HQ0044  DESIGNATION -  CONTRAVES 12 RM 1
 HQ0044  PID         -  HQ0044
 HQ0044  STATE/COUNTY-  NV/NYE
 HQ0044  USGS QUAD   -  STINKING SPRING NW (1987)
 HQ0044
 HQ0044                         *CURRENT SURVEY CONTROL
 HQ0044  ___________________________________________________________________
 HQ0044* NAD 83(1986)-  37 52 43.     (N)    116 41 09.     (W)     SCALED    
 HQ0044* NAVD 88     -      1661.195  (meters)    5450.10   (feet)  ADJUSTED  
 HQ0044  ___________________________________________________________________
 HQ0044  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 HQ0044  DYNAMIC HT  -        1659.337 (meters)    5444.01  (feet)  COMP
 HQ0044  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 HQ0044
 HQ0044  VERT ORDER  -  FIRST     CLASS II
 HQ0044
 HQ0044.The horizontal coordinates were scaled from a topographic map and have
 HQ0044.an estimated accuracy of +/- 6 seconds.
 HQ0044
 HQ0044.The orthometric height was determined by differential leveling
 HQ0044.and adjusted by the National Geodetic Survey in June 1991..
 HQ0044
 HQ0044.The geoid height was determined by GEOID03.
 HQ0044
 HQ0044.The dynamic height is computed by dividing the NAVD 88
 HQ0044.geopotential number by the normal gravity value computed on the
 HQ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0044.degrees latitude (g = 980.6199 gals.).
 HQ0044
 HQ0044.The modeled gravity was interpolated from observed gravity values.
 HQ0044
 HQ0044;                    North         East    Units  Estimated Accuracy
 HQ0044;SPC NV C     - 6,347,130.      498,310.      MT  (+/- 180 meters Scaled)
 HQ0044
 HQ0044                          SUPERSEDED SURVEY CONTROL
 HQ0044
 HQ0044.No superseded survey control is available for this station.
 HQ0044
 HQ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB276923(NAD 83)
 HQ0044_MARKER: DR = REFERENCE MARK DISK
 HQ0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0044_SP_SET: CAMERA BASE
 HQ0044_STAMPING: CONTRAVES 12 NO 1 1968
 HQ0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0044
 HQ0044  HISTORY     - Date     Condition        Report By
 HQ0044  HISTORY     - 1968     MONUMENTED       CGS
 HQ0044
 HQ0044                          STATION DESCRIPTION
 HQ0044
 HQ0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0044'30 MI SSE FROM TONOPAH.
 HQ0044'SET IN A DRILL HOLE IN THE CONCRETE BASE OF CAMERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0045 ***********************************************************************
 HQ0045  DESIGNATION -  CONTRAVES 12 RM 2
 HQ0045  PID         -  HQ0045
 HQ0045  STATE/COUNTY-  NV/NYE
 HQ0045  USGS QUAD   -  STINKING SPRING NW (1987)
 HQ0045
 HQ0045                         *CURRENT SURVEY CONTROL
 HQ0045  ___________________________________________________________________
 HQ0045* NAD 83(1986)-  37 52 42.     (N)    116 41 09.     (W)     SCALED    
 HQ0045* NAVD 88     -      1661.144  (meters)    5449.94   (feet)  ADJUSTED  
 HQ0045  ___________________________________________________________________
 HQ0045  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 HQ0045  DYNAMIC HT  -        1659.287 (meters)    5443.84  (feet)  COMP
 HQ0045  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 HQ0045
 HQ0045  VERT ORDER  -  FIRST     CLASS II
 HQ0045
 HQ0045.The horizontal coordinates were scaled from a topographic map and have
 HQ0045.an estimated accuracy of +/- 6 seconds.
 HQ0045
 HQ0045.The orthometric height was determined by differential leveling
 HQ0045.and adjusted by the National Geodetic Survey in June 1991..
 HQ0045
 HQ0045.The geoid height was determined by GEOID03.
 HQ0045
 HQ0045.The dynamic height is computed by dividing the NAVD 88
 HQ0045.geopotential number by the normal gravity value computed on the
 HQ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0045.degrees latitude (g = 980.6199 gals.).
 HQ0045
 HQ0045.The modeled gravity was interpolated from observed gravity values.
 HQ0045
 HQ0045;                    North         East    Units  Estimated Accuracy
 HQ0045;SPC NV C     - 6,347,100.      498,310.      MT  (+/- 180 meters Scaled)
 HQ0045
 HQ0045                          SUPERSEDED SURVEY CONTROL
 HQ0045
 HQ0045.No superseded survey control is available for this station.
 HQ0045
 HQ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB276923(NAD 83)
 HQ0045_MARKER: DR = REFERENCE MARK DISK
 HQ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0045_STAMPING: CONTRAVES 12 NO 2 1968
 HQ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0045+STABILITY: SURFACE MOTION
 HQ0045
 HQ0045  HISTORY     - Date     Condition        Report By
 HQ0045  HISTORY     - 1968     MONUMENTED       CGS
 HQ0045
 HQ0045                          STATION DESCRIPTION
 HQ0045
 HQ0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0045'30 MI SSE FROM TONOPAH.
 HQ0045'THE MARK IS 74 FEET WEST OF THE CAMERA SHELTER, SET IN TOP OF A
 HQ0045'ROUND CONCRETE POST WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0038 ***********************************************************************
 HQ0038  DESIGNATION -  CONTRAVES 13
 HQ0038  PID         -  HQ0038
 HQ0038  STATE/COUNTY-  NV/NYE
 HQ0038  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0038
 HQ0038                         *CURRENT SURVEY CONTROL
 HQ0038  ___________________________________________________________________
 HQ0038* NAD 83(1994)-  37 50 32.10132(N)    116 39 30.82710(W)     ADJUSTED  
 HQ0038* NAVD 88     -      1667.300  (meters)    5470.13   (feet)  ADJUSTED  
 HQ0038  ___________________________________________________________________
 HQ0038  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 HQ0038  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 HQ0038  DYNAMIC HT  -        1665.420 (meters)    5463.97  (feet)  COMP
 HQ0038  MODELED GRAV-     979,443.6   (mgal)                       NAVD 88
 HQ0038
 HQ0038  HORZ ORDER  -  FIRST
 HQ0038  VERT ORDER  -  FIRST     CLASS II
 HQ0038
 HQ0038.The horizontal coordinates were established by classical geodetic methods
 HQ0038.and adjusted by the National Geodetic Survey in June 1998..
 HQ0038
 HQ0038.The orthometric height was determined by differential leveling
 HQ0038.and adjusted by the National Geodetic Survey in June 1991..
 HQ0038
 HQ0038.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0038
 HQ0038.The geoid height was determined by GEOID03.
 HQ0038
 HQ0038.The dynamic height is computed by dividing the NAVD 88
 HQ0038.geopotential number by the normal gravity value computed on the
 HQ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0038.degrees latitude (g = 980.6199 gals.).
 HQ0038
 HQ0038.The modeled gravity was interpolated from observed gravity values.
 HQ0038
 HQ0038;                    North         East     Units Scale Factor Converg.
 HQ0038;SPC NV C     - 6,343,095.989   500,713.208   MT  0.99990001   +0 00 17.9
 HQ0038;SPC NV C     -20,810,640.76  1,642,756.58   sFT  0.99990001   +0 00 17.9
 HQ0038;UTM  11      - 4,188,367.520   530,041.394   MT  0.99961112   +0 12 34.1
 HQ0038
 HQ0038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0038!SPC NV C     -   0.99974239  x   0.99990001  =   0.99964243
 HQ0038!UTM  11      -   0.99974239  x   0.99961112  =   0.99935361
 HQ0038
 HQ0038|---------------------------------------------------------------------|
 HQ0038| PID    Reference Object                     Distance      Geod. Az  |
 HQ0038|                                                           dddmmss.s |
 HQ0038| HQ0039 CONTRAVES 13 RM 1                    18.471 METERS 04716     |
 HQ0038| HQ0671 CONTRAVES 14                        APPROX. 8.5 KM 1665550.7 |
 HQ0038| HQ0040 CONTRAVES 13 RM 2                    19.155 METERS 30139     |
 HQ0038|---------------------------------------------------------------------|
 HQ0038
 HQ0038                          SUPERSEDED SURVEY CONTROL
 HQ0038
 HQ0038  NAD 83(1986)-  37 50 32.09798(N)    116 39 30.83512(W) AD(       ) 1
 HQ0038  NAD 27      -  37 50 32.32244(N)    116 39 27.61586(W) AD(       ) 1
 HQ0038  NGVD 29 (07/19/86) 1666.18   (m)         5466.5    (f) LEVELING    3  
 HQ0038
 HQ0038.Superseded values are not recommended for survey control.
 HQ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0038.See file dsdata.txt to determine how the superseded data were derived.
 HQ0038
 HQ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB3004188368(NAD 83)
 HQ0038_MARKER: DS = TRIANGULATION STATION DISK
 HQ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0038_STAMPING: CONTRAVES 13 1968
 HQ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0038+STABILITY: SURFACE MOTION
 HQ0038
 HQ0038  HISTORY     - Date     Condition        Report By
 HQ0038  HISTORY     - 1968     MONUMENTED       CGS
 HQ0038  HISTORY     - 1968     GOOD             CGS
 HQ0038
 HQ0038                          STATION DESCRIPTION
 HQ0038
 HQ0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0038'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS 30
 HQ0038'MILES SOUTH-SOUTHEAST OF TONOPAH, 7 MILES NORTHEAST OF THE
 HQ0038'TONOPAH TEST RANGE HEADQUARTERS AND 7 MILES SOUTHEAST OF
 HQ0038'POINT ABLE.
 HQ0038'
 HQ0038'TO REACH THE STATION FROM THE TEST RANGE HEADQUARTERS GO
 HQ0038'NORTH FOR 0.1 MILE TO WHERE PAVEMENT TURNS EAST, TURN RIGHT
 HQ0038'AND GO EAST FOR 0.1 MILE TO A CROSSROAD, CONTINUE AHEAD AND
 HQ0038'FOLLOW PAVEMENT NORTHEASTERLY FOR 3.8 MILE TO A SIDE ROAD ON
 HQ0038'THE RIGHT AND SIGN STATIONS 13, 14, 17, TURN RIGHT ON GRAVELED
 HQ0038'ROAD AND GO EASTERLY FOR 0.2 MILE TO A DIAGONAL CROSSROAD,
 HQ0038'CONTINUE STRAIGHT AHEAD KEEPING SLIGHTLY TO THE LEFT AND
 HQ0038'CONTINUE EASTERLY ON THE MAIN ROAD FOR 2.9 MILES TO A CROSSROAD
 HQ0038'AND THE STATION ON THE RIGHT.
 HQ0038'
 HQ0038'STATION MARK, A STANDARD DISK STAMPED CONTRAVES 13 1968, IS SET
 HQ0038'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH IS
 HQ0038'SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 83 FEET WEST
 HQ0038'OF THE CENTER OF A GRAVELED ROAD, 62 FEET SOUTHEAST OF CONTRAVES
 HQ0038'CAMERA 13.
 HQ0038'
 HQ0038'REFERENCE MARK 1, A STANDARD DISK STAMPED CONTRAVES 13 NO 1 1968,
 HQ0038'IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH
 HQ0038'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 30 FEET
 HQ0038'WEST OF THE CENTER OF A GRAVELED ROAD.
 HQ0038'
 HQ0038'REFERENCE MARK 2, A STANDARD DISK STAMPED CONTRAVES 13 NO 2 1968,
 HQ0038'CEMENTED IN A DRILL HOLE IN THE CONCRETE PAD WHICH SUPPORTS
 HQ0038'THE LADDER THAT LEADS TO THE TOP OF CONTRAVES CAMERA 13.
 HQ0038'
 HQ0038'DISTANCE BETWEEN REFERENCE MARKS 1 AND 2, 98.36 FEET, 29.980
 HQ0038'METERS.
 HQ0038'
 HQ0038'NO AZIMUTH MARK WAS SET AT THIS STATION.
 HQ0038'
 HQ0038'POINT THAT WAS TRAVERSED ON MITCHEL CAMERA 13 WAS A PUNCH MARK
 HQ0038'ON TOP AND CENTER OF CAMERA IN A METAL PLATE CENTERED OVER
 HQ0038'AXIS OF CAMERA WITH CAMERA IN LEVEL.  ELEVATIONS WAS RUN ON
 HQ0038'PUNCH MARK ON TOP OF CAMERA ALSO ON THE AXIS OF CAMERA.
 HQ0038'
 HQ0038'POINT THAT WAS TRAVERSED ON CONTRAVES CAMERA 13 WAS THE CENTER
 HQ0038'OF CAMERA LENS, WITH LENS IN A VERTICAL POSITION AND CAMERA
 HQ0038'LEVELED.  ELEVATIONS WAS RUN ON THE CENTER OF CAMERA LENS
 HQ0038'IN A VERTIAL POSITION AND ALSO ON THE AXIS OF THE CAMERA.
 HQ0038'
 HQ0038'HEIGHT OF LIGHT ABOVE STATION MARK 14.33 METERS.
 HQ0038
 HQ0038                          STATION RECOVERY (1968)
 HQ0038
 HQ0038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0038'30 MI SSE FROM TONOPAH.
 HQ0038'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS 30 MILES
 HQ0038'SOUTH-SOUTHEAST OF TONOPAH, 7 MILES NORTHEAST OF THE TONOPAH
 HQ0038'TEST RANGE HEADQUARTERS AND 7 MILES SE OF POINT ABLE.  TO REACH
 HQ0038'THE STATION FROM THE TEST RANGE HEADQUARTERS GO NORTH FOR 0.1
 HQ0038'MILE TO WHERE PAVEMENT TURNS EAST, TURN RIGHT AND GO EAST FOR 0.1
 HQ0038'MILE TO A CROSSROAD, CONTINUE AHEAD AND FOLLOW PAVEMENT
 HQ0038'NORTHEASTERLY FOR 3.8 MILE TO A SIDE ROAD ON THE RIGHT SIDE AND
 HQ0038'SIGN STATIONS 13, 14, 17, TURN RIGHT ON GRAVELED ROAD AND GO
 HQ0038'EASTERLY FOR 2.0 MILES TO A DIAGONAL CROSSROAD AND THE STATION
 HQ0038'ON THE RIGHT.  SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 HQ0038'MONUMENT WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 HQ0038'IT IS 83 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 62 FT.
 HQ0038'SE OF CONTRAVES CAMERA 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0039 ***********************************************************************
 HQ0039  DESIGNATION -  CONTRAVES 13 RM 1
 HQ0039  PID         -  HQ0039
 HQ0039  STATE/COUNTY-  NV/NYE
 HQ0039  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0039
 HQ0039                         *CURRENT SURVEY CONTROL
 HQ0039  ___________________________________________________________________
 HQ0039* NAD 83(1986)-  37 50 35.     (N)    116 39 27.     (W)     SCALED    
 HQ0039* NAVD 88     -      1667.631  (meters)    5471.22   (feet)  ADJUSTED  
 HQ0039  ___________________________________________________________________
 HQ0039  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 HQ0039  DYNAMIC HT  -        1665.750 (meters)    5465.05  (feet)  COMP
 HQ0039  MODELED GRAV-     979,443.0   (mgal)                       NAVD 88
 HQ0039
 HQ0039  VERT ORDER  -  FIRST     CLASS II
 HQ0039
 HQ0039.The horizontal coordinates were scaled from a topographic map and have
 HQ0039.an estimated accuracy of +/- 6 seconds.
 HQ0039
 HQ0039.The orthometric height was determined by differential leveling
 HQ0039.and adjusted by the National Geodetic Survey in June 1991..
 HQ0039
 HQ0039.The geoid height was determined by GEOID03.
 HQ0039
 HQ0039.The dynamic height is computed by dividing the NAVD 88
 HQ0039.geopotential number by the normal gravity value computed on the
 HQ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0039.degrees latitude (g = 980.6199 gals.).
 HQ0039
 HQ0039.The modeled gravity was interpolated from observed gravity values.
 HQ0039
 HQ0039;                    North         East    Units  Estimated Accuracy
 HQ0039;SPC NV C     - 6,343,190.      500,810.      MT  (+/- 180 meters Scaled)
 HQ0039
 HQ0039                          SUPERSEDED SURVEY CONTROL
 HQ0039
 HQ0039.No superseded survey control is available for this station.
 HQ0039
 HQ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB301884(NAD 83)
 HQ0039_MARKER: DR = REFERENCE MARK DISK
 HQ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0039_STAMPING: CONTRAVES 13 NO 1 1968
 HQ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0039+STABILITY: SURFACE MOTION
 HQ0039
 HQ0039  HISTORY     - Date     Condition        Report By
 HQ0039  HISTORY     - 1968     MONUMENTED       CGS
 HQ0039
 HQ0039                          STATION DESCRIPTION
 HQ0039
 HQ0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0039'30 MI SSE FROM TONOPAH.
 HQ0039'IT IS 30 FEET WEST OF THE CENTER OF A GRAVELED ROAD.  SET IN THE
 HQ0039'TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH IS SET FLUSH
 HQ0039'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0040 ***********************************************************************
 HQ0040  DESIGNATION -  CONTRAVES 13 RM 2
 HQ0040  PID         -  HQ0040
 HQ0040  STATE/COUNTY-  NV/NYE
 HQ0040  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0040
 HQ0040                         *CURRENT SURVEY CONTROL
 HQ0040  ___________________________________________________________________
 HQ0040* NAD 83(1986)-  37 50 34.     (N)    116 39 26.     (W)     SCALED    
 HQ0040* NAVD 88     -      1667.339  (meters)    5470.26   (feet)  ADJUSTED  
 HQ0040  ___________________________________________________________________
 HQ0040  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 HQ0040  DYNAMIC HT  -        1665.458 (meters)    5464.09  (feet)  COMP
 HQ0040  MODELED GRAV-     979,443.0   (mgal)                       NAVD 88
 HQ0040
 HQ0040  VERT ORDER  -  FIRST     CLASS II
 HQ0040
 HQ0040.The horizontal coordinates were scaled from a topographic map and have
 HQ0040.an estimated accuracy of +/- 6 seconds.
 HQ0040
 HQ0040.The orthometric height was determined by differential leveling
 HQ0040.and adjusted by the National Geodetic Survey in June 1991..
 HQ0040
 HQ0040.The geoid height was determined by GEOID03.
 HQ0040
 HQ0040.The dynamic height is computed by dividing the NAVD 88
 HQ0040.geopotential number by the normal gravity value computed on the
 HQ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0040.degrees latitude (g = 980.6199 gals.).
 HQ0040
 HQ0040.The modeled gravity was interpolated from observed gravity values.
 HQ0040
 HQ0040;                    North         East    Units  Estimated Accuracy
 HQ0040;SPC NV C     - 6,343,160.      500,830.      MT  (+/- 180 meters Scaled)
 HQ0040
 HQ0040                          SUPERSEDED SURVEY CONTROL
 HQ0040
 HQ0040.No superseded survey control is available for this station.
 HQ0040
 HQ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB301884(NAD 83)
 HQ0040_MARKER: DR = REFERENCE MARK DISK
 HQ0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0040_SP_SET: CONCRETE PAD
 HQ0040_STAMPING: CONTRAVES 13 NO 2 1968
 HQ0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0040
 HQ0040  HISTORY     - Date     Condition        Report By
 HQ0040  HISTORY     - 1968     MONUMENTED       CGS
 HQ0040
 HQ0040                          STATION DESCRIPTION
 HQ0040
 HQ0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0040'30 MI SSE FROM TONOPAH.
 HQ0040'CEMENTED IN A DRILL HOLE IN THE CONCRETE PAD WHICH SUPPORTS THE
 HQ0040'LADDER THAT LEADS TO THE TOP OF CONTRAVES CAMERA 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0671 ***********************************************************************
 HQ0671  DESIGNATION -  CONTRAVES 14
 HQ0671  PID         -  HQ0671
 HQ0671  STATE/COUNTY-  NV/NYE
 HQ0671  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0671
 HQ0671                         *CURRENT SURVEY CONTROL
 HQ0671  ___________________________________________________________________
 HQ0671* NAD 83(1994)-  37 46 02.02338(N)    116 38 11.84961(W)     ADJUSTED  
 HQ0671* NAVD 88     -      1668.549  (meters)    5474.23   (feet)  ADJUSTED  
 HQ0671  ___________________________________________________________________
 HQ0671  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 HQ0671  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 HQ0671  DYNAMIC HT  -        1666.669 (meters)    5468.06  (feet)  COMP
 HQ0671  MODELED GRAV-     979,444.0   (mgal)                       NAVD 88
 HQ0671
 HQ0671  HORZ ORDER  -  FIRST
 HQ0671  VERT ORDER  -  FIRST     CLASS II
 HQ0671
 HQ0671.The horizontal coordinates were established by classical geodetic methods
 HQ0671.and adjusted by the National Geodetic Survey in June 1998..
 HQ0671
 HQ0671.The orthometric height was determined by differential leveling
 HQ0671.and adjusted by the National Geodetic Survey in June 1991..
 HQ0671
 HQ0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0671
 HQ0671.The geoid height was determined by GEOID03.
 HQ0671
 HQ0671.The dynamic height is computed by dividing the NAVD 88
 HQ0671.geopotential number by the normal gravity value computed on the
 HQ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0671.degrees latitude (g = 980.6199 gals.).
 HQ0671
 HQ0671.The modeled gravity was interpolated from observed gravity values.
 HQ0671
 HQ0671;                    North         East     Units Scale Factor Converg.
 HQ0671;SPC NV C     - 6,334,770.354   502,646.697   MT  0.99990009   +0 01 06.2
 HQ0671;SPC NV C     -20,783,325.74  1,649,100.04   sFT  0.99990009   +0 01 06.2
 HQ0671;UTM  11      - 4,180,051.231   532,003.995   MT  0.99961262   +0 13 21.2
 HQ0671
 HQ0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0671!SPC NV C     -   0.99974222  x   0.99990009  =   0.99964233
 HQ0671!UTM  11      -   0.99974222  x   0.99961262  =   0.99935494
 HQ0671
 HQ0671|---------------------------------------------------------------------|
 HQ0671| PID    Reference Object                     Distance      Geod. Az  |
 HQ0671|                                                           dddmmss.s |
 HQ0671| HQ0672 CONTRAVES 14 RM 1                    17.612 METERS 07138     |
 HQ0671| HQ0193 CONTRAVES 21                        APPROX.11.0 KM 2692244.8 |
 HQ0671| HQ0673 CONTRAVES 14 RM 2                    17.493 METERS 30256     |
 HQ0671|---------------------------------------------------------------------|
 HQ0671
 HQ0671                          SUPERSEDED SURVEY CONTROL
 HQ0671
 HQ0671  NAD 83(1986)-  37 46 02.01993(N)    116 38 11.85777(W) AD(       ) 1
 HQ0671  NAD 27      -  37 46 02.24023(N)    116 38 08.64455(W) AD(       ) 1
 HQ0671  NGVD 29 (07/19/86) 1667.44   (m)         5470.6    (f) LEVELING    3  
 HQ0671
 HQ0671.Superseded values are not recommended for survey control.
 HQ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0671.See file dsdata.txt to determine how the superseded data were derived.
 HQ0671
 HQ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB3200480051(NAD 83)
 HQ0671_MARKER: DS = TRIANGULATION STATION DISK
 HQ0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0671_SP_SET: CONCRETE POST
 HQ0671_STAMPING: CONTRAVES 14 1968
 HQ0671_MARK LOGO: CGS   
 HQ0671_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0671+STABILITY: SURFACE MOTION
 HQ0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HQ0671+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HQ0671
 HQ0671  HISTORY     - Date     Condition        Report By
 HQ0671  HISTORY     - 1968     MONUMENTED       CGS
 HQ0671  HISTORY     - 1968     GOOD             CGS
 HQ0671  HISTORY     - 1981     GOOD             DMA
 HQ0671  HISTORY     - 1986     GOOD
 HQ0671  HISTORY     - 19930623 GOOD             LOCENG
 HQ0671
 HQ0671                          STATION DESCRIPTION
 HQ0671
 HQ0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0671'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS ABOUT
 HQ0671'30 MILES SOUTH-SOUTHEAST OF TONOPAH, ABOUT 10 MILES SOUTHEAST OF
 HQ0671'THE MAIN GUARD GATE WHICH IS CALLED POINT ABLE, ABOUT 6-1/2 MILES
 HQ0671'EAST-SOUTHEAST OF THE TEST RANGE HEADQUARTERS AND AT CONTRAVES
 HQ0671'CAMERA SITE 14.
 HQ0671'
 HQ0671'TO REACH THE STATION FROM THE TEST RANGE HEADQUARTERS, GO SOUTH
 HQ0671'ON THE MAIN SURFACED ROAD FOR 1.05 MILES TO A CROSSROAD, TURN
 HQ0671'LEFT AND GO EAST AND NORTHEAST ON THE MAIN GRAVELED ROAD FOR 5.0
 HQ0671'MILES TO A 5 POINT INTERSECTION, TURN RIGHT AND GO SOUTHEAST ON
 HQ0671'THE GRAVELED ROAD FOR 2.5 MILES TO A SIDE ROAD LEFT AT A SIGN
 HQ0671'STATION 14, TURN LEFT AND GO EAST FOR 0.25 MILE TO A WHITE
 HQ0671'COLORED PEDESTAL AND THE STATION AS DESCRIBED.
 HQ0671'
 HQ0671'THE STATION MARK IS A STANDARD DISK STAMPED CONTRAVES 14 1968, SET
 HQ0671'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS
 HQ0671'49.8 FEET SOUTHEAST OF THE CAMERA PEDESTAL, 28 FEET SOUTH OF A
 HQ0671'CIRCULAR DRIVEWAY AND 8.0 FEET NORTH OF A FENCE.
 HQ0671'
 HQ0671'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CONTRAVES 14 NO 1
 HQ0671'1968, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.
 HQ0671'IT IS 91.0 FEET EAST OF THE CAMERA PEDESTAL, 25.0 FEET WEST OF A
 HQ0671'FENCE CORNER AND 0.6 FEET NORTH OF A FENCE.
 HQ0671'
 HQ0671'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CONTRAVES 14 NO 2
 HQ0671'1968, SET IN A DRILL HOLE IN A 5 X 8 FOOT CONCRETE FOUNDATION.
 HQ0671'IT IS 56.6 FEET NORTH OF THE FENCE, 22 FEET NORTH OF THE DRIVEWAY
 HQ0671'AND 8.2 FEET WEST OF THE CAMERA PEDESTAL.
 HQ0671'
 HQ0671'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 HQ0671'
 HQ0671'THE DISTANCES WAS TRAVERSED AND DIRECTION OBSERVED TO CONTRAVES 14
 HQ0671'(OPTICS.) TRAVERSE DISTANCE BEING 55.55 FEET OR 16.933 METERS.
 HQ0671'
 HQ0671'CONTRAVES 14 (OPTICS) WAS THE CENTER OF THE CAMERA LENS, WITH
 HQ0671'THE LENS IN A VERTICAL POSITION AND THE CAMERA LEVELED.
 HQ0671'
 HQ0671'ELEVATIONS WERE RUN ON THE CENTER OF THE CAMERA LENS IN A
 HQ0671'VERTICAL POSITION AND ALSO ON THE AXIS OF THE CAMERA.
 HQ0671'
 HQ0671'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 HQ0671
 HQ0671                          STATION RECOVERY (1968)
 HQ0671
 HQ0671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0671'30 MI SSE FROM TONOPAH.
 HQ0671'LOCATED ON THE TONOPAH TEST RANGE WHICH IS ABOUT 30 MILES S-SE
 HQ0671'OF TONOPAH, ABOUT 10 MILES SOUTHEAST OF THE MAIN GUARD GATE
 HQ0671'WHICH IS CALLED POINT ABLE, ABOUT 6 1/2 MILES E-SE OF THE TEST
 HQ0671'RANGE HEADQUARTERS AND AT CONTRAVES CAMERA CAMERA SITE 14.  TO
 HQ0671'REACH THE STATION FROM THE TEST RANGE HEADQUARTERS, GO SOUTH
 HQ0671'ON THE MAIN SURFACED ROAD FOR 1.05 MILES TO A CROSSROAD, TURN
 HQ0671'LEFT AND GO EAST AND NORTHEAST ON THE MAIN GRAVELED ROAD FOR
 HQ0671'5.0 MILES TO A 5 POINT INTERSECTION, TURN RIGHT AND GO SOUTHEAST
 HQ0671'ON THE GRAVELED ROAD FOR 2.5 MILES TO A SIDE ROAD LEFT AT A SIGN
 HQ0671'STATION 14, TURN LEFT AND GO EAST FOR 0.25 MILE TO A WHITE
 HQ0671'COLORED PEDESTAL AND THE STATION AS DESCRIBED.  SET IN THE TOP
 HQ0671'OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  49.8 FEET SOUTHEAST
 HQ0671'OF THE CAMERA PEDESTAL, 28 FEET SOUTH OF A CIRCULAR DRIVEWAY
 HQ0671'AND 8.0 FEET NORTH OF A FENCE.
 HQ0671
 HQ0671                          STATION RECOVERY (1981)
 HQ0671
 HQ0671'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (ML)
 HQ0671'CONTRAVES 14 1968 RECOVERED GOOD.
 HQ0671'
 HQ0671'CONTRAVES 14 RM-1 1968 RECOVERED GOOD.
 HQ0671'
 HQ0671'MARK FOUND AND RECOVERED IN GOOD CONDITION.
 HQ0671'
 HQ0671'DISTANCE AND DIRECTION FROM NEAREST TOWN--30 MILES SOUTHEAST OF
 HQ0671'TONOPAH, NEV.
 HQ0671
 HQ0671                          STATION RECOVERY (1986)
 HQ0671
 HQ0671'RECOVERED 1986
 HQ0671'RECOVERED IN GOOD CONDITION.
 HQ0671
 HQ0671                          STATION RECOVERY (1993)
 HQ0671
 HQ0671'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 HQ0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0672 ***********************************************************************
 HQ0672  DESIGNATION -  CONTRAVES 14 RM 1
 HQ0672  PID         -  HQ0672
 HQ0672  STATE/COUNTY-  NV/NYE
 HQ0672  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0672
 HQ0672                         *CURRENT SURVEY CONTROL
 HQ0672  ___________________________________________________________________
 HQ0672* NAD 83(1986)-  37 46 02.     (N)    116 38 11.     (W)     SCALED    
 HQ0672* NAVD 88     -      1668.711  (meters)    5474.76   (feet)  ADJUSTED  
 HQ0672  ___________________________________________________________________
 HQ0672  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 HQ0672  DYNAMIC HT  -        1666.830 (meters)    5468.59  (feet)  COMP
 HQ0672  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 HQ0672
 HQ0672  VERT ORDER  -  FIRST     CLASS II
 HQ0672
 HQ0672.The horizontal coordinates were scaled from a topographic map and have
 HQ0672.an estimated accuracy of +/- 6 seconds.
 HQ0672
 HQ0672.The orthometric height was determined by differential leveling
 HQ0672.and adjusted by the National Geodetic Survey in June 1991..
 HQ0672
 HQ0672.The geoid height was determined by GEOID03.
 HQ0672
 HQ0672.The dynamic height is computed by dividing the NAVD 88
 HQ0672.geopotential number by the normal gravity value computed on the
 HQ0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0672.degrees latitude (g = 980.6199 gals.).
 HQ0672
 HQ0672.The modeled gravity was interpolated from observed gravity values.
 HQ0672
 HQ0672;                    North         East    Units  Estimated Accuracy
 HQ0672;SPC NV C     - 6,334,770.      502,670.      MT  (+/- 180 meters Scaled)
 HQ0672
 HQ0672                          SUPERSEDED SURVEY CONTROL
 HQ0672
 HQ0672.No superseded survey control is available for this station.
 HQ0672
 HQ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB320800(NAD 83)
 HQ0672_MARKER: DR = REFERENCE MARK DISK
 HQ0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0672_STAMPING: CONTRAVES 14 NO 1 1968
 HQ0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0672+STABILITY: SURFACE MOTION
 HQ0672
 HQ0672  HISTORY     - Date     Condition        Report By
 HQ0672  HISTORY     - 1968     MONUMENTED       CGS
 HQ0672
 HQ0672                          STATION DESCRIPTION
 HQ0672
 HQ0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0672'30 MI SSE FROM TONOPAH.
 HQ0672'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.
 HQ0672'IT IS 91.0 FEET EAST OF THE CAMERA PEDESTAL, 25.0 FEET WEST
 HQ0672'OF A FENCE CORNER AND 0.6 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0673 ***********************************************************************
 HQ0673  DESIGNATION -  CONTRAVES 14 RM 2
 HQ0673  PID         -  HQ0673
 HQ0673  STATE/COUNTY-  NV/NYE
 HQ0673  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0673
 HQ0673                         *CURRENT SURVEY CONTROL
 HQ0673  ___________________________________________________________________
 HQ0673* NAD 83(1986)-  37 46 02.     (N)    116 38 11.     (W)     SCALED    
 HQ0673* NAVD 88     -      1668.631  (meters)    5474.50   (feet)  ADJUSTED  
 HQ0673  ___________________________________________________________________
 HQ0673  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 HQ0673  DYNAMIC HT  -        1666.750 (meters)    5468.33  (feet)  COMP
 HQ0673  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 HQ0673
 HQ0673  VERT ORDER  -  FIRST     CLASS II
 HQ0673
 HQ0673.The horizontal coordinates were scaled from a topographic map and have
 HQ0673.an estimated accuracy of +/- 6 seconds.
 HQ0673
 HQ0673.The orthometric height was determined by differential leveling
 HQ0673.and adjusted by the National Geodetic Survey in June 1991..
 HQ0673
 HQ0673.The geoid height was determined by GEOID03.
 HQ0673
 HQ0673.The dynamic height is computed by dividing the NAVD 88
 HQ0673.geopotential number by the normal gravity value computed on the
 HQ0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0673.degrees latitude (g = 980.6199 gals.).
 HQ0673
 HQ0673.The modeled gravity was interpolated from observed gravity values.
 HQ0673
 HQ0673;                    North         East    Units  Estimated Accuracy
 HQ0673;SPC NV C     - 6,334,770.      502,670.      MT  (+/- 180 meters Scaled)
 HQ0673
 HQ0673                          SUPERSEDED SURVEY CONTROL
 HQ0673
 HQ0673.No superseded survey control is available for this station.
 HQ0673
 HQ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB320800(NAD 83)
 HQ0673_MARKER: DR = REFERENCE MARK DISK
 HQ0673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0673_SP_SET: FOUNDATION
 HQ0673_STAMPING: CONTRAVES 14 NO 2 1968
 HQ0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0673
 HQ0673  HISTORY     - Date     Condition        Report By
 HQ0673  HISTORY     - 1968     MONUMENTED       CGS
 HQ0673
 HQ0673                          STATION DESCRIPTION
 HQ0673
 HQ0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0673'30 MI SSE FROM TONOPAH.
 HQ0673'SET IN A DRILL HOLE IN A 5 X 8 FOOT CONCRETE FOUNDATION.  IT IS
 HQ0673'56.6 FEET NORTH OF THE FENCE, 22 FEET NORTH OF THE DRIVEWAY AND
 HQ0673'8.2 FEET WEST OF THE CAMERA PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0139 ***********************************************************************
 HQ0139  DESIGNATION -  CONTRAVES 19
 HQ0139  PID         -  HQ0139
 HQ0139  STATE/COUNTY-  NV/NYE
 HQ0139  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0139
 HQ0139                         *CURRENT SURVEY CONTROL
 HQ0139  ___________________________________________________________________
 HQ0139* NAD 83(1994)-  37 52 18.31738(N)    116 46 41.66285(W)     ADJUSTED  
 HQ0139* NAVD 88     -      1629.276  (meters)    5345.38   (feet)  ADJUSTED  
 HQ0139  ___________________________________________________________________
 HQ0139  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 HQ0139  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 HQ0139  DYNAMIC HT  -        1627.460 (meters)    5339.43  (feet)  COMP
 HQ0139  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 HQ0139
 HQ0139  HORZ ORDER  -  FIRST
 HQ0139  VERT ORDER  -  FIRST     CLASS II
 HQ0139
 HQ0139.The horizontal coordinates were established by classical geodetic methods
 HQ0139.and adjusted by the National Geodetic Survey in June 1998..
 HQ0139
 HQ0139.The orthometric height was determined by differential leveling
 HQ0139.and adjusted by the National Geodetic Survey in June 1991..
 HQ0139
 HQ0139.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0139
 HQ0139.The geoid height was determined by GEOID03.
 HQ0139
 HQ0139.The dynamic height is computed by dividing the NAVD 88
 HQ0139.geopotential number by the normal gravity value computed on the
 HQ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0139.degrees latitude (g = 980.6199 gals.).
 HQ0139
 HQ0139.The modeled gravity was interpolated from observed gravity values.
 HQ0139
 HQ0139;                    North         East     Units Scale Factor Converg.
 HQ0139;SPC NV C     - 6,346,376.309   490,184.207   MT  0.99990119   -0 04 06.6
 HQ0139;SPC NV C     -20,821,402.94  1,608,212.69   sFT  0.99990119   -0 04 06.6
 HQ0139;UTM  11      - 4,191,609.278   519,503.833   MT  0.99960469   +0 08 10.1
 HQ0139
 HQ0139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0139!SPC NV C     -   0.99974836  x   0.99990119  =   0.99964957
 HQ0139!UTM  11      -   0.99974836  x   0.99960469  =   0.99935315
 HQ0139
 HQ0139|---------------------------------------------------------------------|
 HQ0139| PID    Reference Object                     Distance      Geod. Az  |
 HQ0139|                                                           dddmmss.s |
 HQ0139| HQ0141 CONTRAVES 19 RM 2                    12.232 METERS 01022     |
 HQ0139| HQ0133 HUMP                                APPROX. 3.4 KM 0363020.8 |
 HQ0139| HQ0140 CONTRAVES 19 RM 1                    24.785 METERS 23442     |
 HQ0139|---------------------------------------------------------------------|
 HQ0139
 HQ0139                          SUPERSEDED SURVEY CONTROL
 HQ0139
 HQ0139  NAD 83(1992)-  37 52 18.31422(N)    116 46 41.67100(W) AD(       ) 1
 HQ0139  NAD 83(1986)-  37 52 18.31416(N)    116 46 41.67099(W) AD(       ) 1
 HQ0139  NAD 27      -  37 52 18.54307(N)    116 46 38.43692(W) AD(       ) 1
 HQ0139  NGVD 29 (07/19/86) 1628.18   (m)         5341.8    (f) LEVELING    3  
 HQ0139
 HQ0139.Superseded values are not recommended for survey control.
 HQ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0139.See file dsdata.txt to determine how the superseded data were derived.
 HQ0139
 HQ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB1950491609(NAD 83)
 HQ0139_MARKER: DB = BENCH MARK DISK
 HQ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0139_STAMPING: CONTRAVES 19 1968
 HQ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0139+STABILITY: SURFACE MOTION
 HQ0139
 HQ0139  HISTORY     - Date     Condition        Report By
 HQ0139  HISTORY     - 1968     MONUMENTED       CGS
 HQ0139  HISTORY     - 1968     GOOD             CGS
 HQ0139
 HQ0139                          STATION DESCRIPTION
 HQ0139
 HQ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0139'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS ABOUT
 HQ0139'30 MILES SOUTH-SOUTHEAST OF TONOPAH AND IS ABOUT 6 MILES NORTH
 HQ0139'OF THE TEST RANGE HEADQUARTERS, ABOUT 1-1/2 MILES SOUTHWEST OF
 HQ0139'THE GUARD GATE WHICH IS THE MAIN ENTRANCE AT THE NORTH END OF
 HQ0139'THE TEST RANGE AND IS CALLED POINT ABLE, AND AT CONTRAVES
 HQ0139'CAMERA SITE NUMBER 19.
 HQ0139'
 HQ0139'TO REACH THE STATION FROM THE GUARD GATE CALLED POINT ABLE, WHICH
 HQ0139'IS 6.7 MILES NORTH OF THE TEST RANGE HEADQUARTERS, GO SOUTH
 HQ0139'ABOUT 100 FEET TO A GRADED SIDE ROAD ON THE RIGHT, TURN RIGHT AND
 HQ0139'GO SOUTHWEST ON GRADED ROAD FOR 1.2 MILES TO WHERE THE MAIN ROAD
 HQ0139'BEARS TO THE LEFT, BEAR LEFT AND CONTINUE FOLLOWING THE MAIN
 HQ0139'GRADED ROAD FOR 0.35 MILE TO CONTRAVES CAMERA NUMBER 19 ON THE
 HQ0139'LEFT AND THE STATION SITE.
 HQ0139'
 HQ0139'STATION MARK, A STANDARD DISK STAMPED CONTRAVES 19 1968, SET IN
 HQ0139'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 HQ0139'ABOVE THE SURFACE OF THE GROUND.  IT IS 11 FEET NORTHEAST OF THE
 HQ0139'SOUTHWEST FENCE CORNER AND 27 FEET EAST OF CENTER OF GRAVELED
 HQ0139'ROAD.
 HQ0139'
 HQ0139'REFERENCE MARK 1, A STANDARD DISK STAMPED CONTRAVES 19 NO 1
 HQ0139'1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 HQ0139'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 39 FEET WEST
 HQ0139'OF CENTER OF GRAVELED ROAD AND 69 FEET SOUTHWEST OF SOUTHWEST
 HQ0139'FENCE CORNER.
 HQ0139'
 HQ0139'REFERENCE MARK 2, A STANDARD DISK STAMPED CONTRAVES 19 NO 2 1968,
 HQ0139'SET IN THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION FOR CAMERA
 HQ0139'AND SPIRAL STAIRCASE AND PROJECTS 2 INCHES ABOVE THE SURFACE OF
 HQ0139'THE GROUND.  IT IS 42 FEET EAST OF CENTER OF GRAVELED ROAD AND
 HQ0139'51 FEET NORTHEAST OF THE SOUTHWEST FENCE CORNER.
 HQ0139'
 HQ0139'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 HQ0139'
 HQ0139'R.M. 1 TO R.M. 2 IS 113.51 FT. 34.598 M.
 HQ0139
 HQ0139                          STATION RECOVERY (1968)
 HQ0139
 HQ0139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0139'30 MI SSE FROM TONOPAH.
 HQ0139'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS ABOUT
 HQ0139'30 MILES SOUTH-SOUTHEAST OF TONOPAH AND IS ABOUT 6 MILES NORTH
 HQ0139'OF THE TEST RANGE HEADQUARTERS, ABOUT 1 1/2 MILES SOUTHWEST OF
 HQ0139'THE GUARD GATE WHICH IS THE MAIN ENTRANCE AT THE NORTH END
 HQ0139'OF THE TEST RANGE AND IS CALLED POINT ABLE, AND AT CONTRAVES
 HQ0139'CAMERA SITE NUMBER 19.  TO REACH THE STATION FROM THE GUARD
 HQ0139'GATE CALLED POINT ABLE, WHICH IS 6.7 MILES NORTH OF THE TEST
 HQ0139'RANGE HEADQUARTERS, GO SOUTH ABOUT 100 FEET TO A GRADED SIDE
 HQ0139'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST ON GRADED ROAD
 HQ0139'FOR 1.2 MI. TO WHERE THE MAIN ROAD BEARS TO THE LEFT, BEAR LEFT
 HQ0139'AND CONTINUE FOLLOWING THE MAIN GRADED ROAD FOR 0.35 MILE TO
 HQ0139'CONTRAVES CAMERA 19 ON THE LEFT AND THE STATION SITE.  A STANDARD
 HQ0139'DISK SET IN THE TOP OF A ROUND CONCRETE MON. WHICH PROJECTS
 HQ0139'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 11 FEET NE OF
 HQ0139'THE SW FENCE CORNER AND 27 FT. E OF CENTER OF GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0140 ***********************************************************************
 HQ0140  DESIGNATION -  CONTRAVES 19 RM 1
 HQ0140  PID         -  HQ0140
 HQ0140  STATE/COUNTY-  NV/NYE
 HQ0140  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0140
 HQ0140                         *CURRENT SURVEY CONTROL
 HQ0140  ___________________________________________________________________
 HQ0140* NAD 83(1986)-  37 52 16.     (N)    116 46 41.     (W)     SCALED    
 HQ0140* NAVD 88     -      1629.475  (meters)    5346.04   (feet)  ADJUSTED  
 HQ0140  ___________________________________________________________________
 HQ0140  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 HQ0140  DYNAMIC HT  -        1627.659 (meters)    5340.08  (feet)  COMP
 HQ0140  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 HQ0140
 HQ0140  VERT ORDER  -  FIRST     CLASS II
 HQ0140
 HQ0140.The horizontal coordinates were scaled from a topographic map and have
 HQ0140.an estimated accuracy of +/- 6 seconds.
 HQ0140
 HQ0140.The orthometric height was determined by differential leveling
 HQ0140.and adjusted by the National Geodetic Survey in June 1991..
 HQ0140
 HQ0140.The geoid height was determined by GEOID03.
 HQ0140
 HQ0140.The dynamic height is computed by dividing the NAVD 88
 HQ0140.geopotential number by the normal gravity value computed on the
 HQ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0140.degrees latitude (g = 980.6199 gals.).
 HQ0140
 HQ0140.The modeled gravity was interpolated from observed gravity values.
 HQ0140
 HQ0140;                    North         East    Units  Estimated Accuracy
 HQ0140;SPC NV C     - 6,346,310.      490,200.      MT  (+/- 180 meters Scaled)
 HQ0140
 HQ0140                          SUPERSEDED SURVEY CONTROL
 HQ0140
 HQ0140.No superseded survey control is available for this station.
 HQ0140
 HQ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB195915(NAD 83)
 HQ0140_MARKER: DR = REFERENCE MARK DISK
 HQ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0140_STAMPING: CONTRAVES 19 NO 1 1968
 HQ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0140+STABILITY: SURFACE MOTION
 HQ0140
 HQ0140  HISTORY     - Date     Condition        Report By
 HQ0140  HISTORY     - 1968     MONUMENTED       CGS
 HQ0140
 HQ0140                          STATION DESCRIPTION
 HQ0140
 HQ0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0140'30 MI SSE FROM TONOPAH.
 HQ0140'IT IS 39 FEET WEST OF CENTER OF GRAVELED ROAD AND 69 FEET
 HQ0140'SOUTHWEST OF SOUTHWEST FENCE CORNER.  A STANDARD DISK SET IN
 HQ0140'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 HQ0140'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0141 ***********************************************************************
 HQ0141  DESIGNATION -  CONTRAVES 19 RM 2
 HQ0141  PID         -  HQ0141
 HQ0141  STATE/COUNTY-  NV/NYE
 HQ0141  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0141
 HQ0141                         *CURRENT SURVEY CONTROL
 HQ0141  ___________________________________________________________________
 HQ0141* NAD 83(1986)-  37 52 15.     (N)    116 46 41.     (W)     SCALED    
 HQ0141* NAVD 88     -      1629.268  (meters)    5345.36   (feet)  ADJUSTED  
 HQ0141  ___________________________________________________________________
 HQ0141  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 HQ0141  DYNAMIC HT  -        1627.452 (meters)    5339.40  (feet)  COMP
 HQ0141  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 HQ0141
 HQ0141  VERT ORDER  -  FIRST     CLASS II
 HQ0141
 HQ0141.The horizontal coordinates were scaled from a topographic map and have
 HQ0141.an estimated accuracy of +/- 6 seconds.
 HQ0141
 HQ0141.The orthometric height was determined by differential leveling
 HQ0141.and adjusted by the National Geodetic Survey in June 1991..
 HQ0141
 HQ0141.The geoid height was determined by GEOID03.
 HQ0141
 HQ0141.The dynamic height is computed by dividing the NAVD 88
 HQ0141.geopotential number by the normal gravity value computed on the
 HQ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0141.degrees latitude (g = 980.6199 gals.).
 HQ0141
 HQ0141.The modeled gravity was interpolated from observed gravity values.
 HQ0141
 HQ0141;                    North         East    Units  Estimated Accuracy
 HQ0141;SPC NV C     - 6,346,270.      490,200.      MT  (+/- 180 meters Scaled)
 HQ0141
 HQ0141                          SUPERSEDED SURVEY CONTROL
 HQ0141
 HQ0141.No superseded survey control is available for this station.
 HQ0141
 HQ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB195915(NAD 83)
 HQ0141_MARKER: DR = REFERENCE MARK DISK
 HQ0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0141_SP_SET: FOUNDATION
 HQ0141_STAMPING: CONTRAVES 19 NO 2 1968
 HQ0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0141
 HQ0141  HISTORY     - Date     Condition        Report By
 HQ0141  HISTORY     - 1968     MONUMENTED       CGS
 HQ0141
 HQ0141                          STATION DESCRIPTION
 HQ0141
 HQ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0141'30 MI SSE FROM TONOPAH.
 HQ0141'IT IS 42 FEET EAST OF CENTER OF GRAVELED ROAD AND 51 FEET
 HQ0141'NORTHEAST OF THE SOUTHWEST FENCE CORNER.  A STANDARD DISK, SET
 HQ0141'IN THE SOUTHEAST CORNER OF A CORNER OF A CONCRETE FOUNDATION
 HQ0141'FOR CAMERA AND SPIRAL STAIRCASE AND PROJECTS 2 INCHES ABOVE
 HQ0141'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0170 ***********************************************************************
 HQ0170  DESIGNATION -  CONTRAVES 20
 HQ0170  PID         -  HQ0170
 HQ0170  STATE/COUNTY-  NV/NYE
 HQ0170  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0170
 HQ0170                         *CURRENT SURVEY CONTROL
 HQ0170  ___________________________________________________________________
 HQ0170* NAD 83(1994)-  37 49 05.46096(N)    116 46 43.30098(W)     ADJUSTED  
 HQ0170* NAVD 88     -      1654.623  (meters)    5428.54   (feet)  ADJUSTED  
 HQ0170  ___________________________________________________________________
 HQ0170  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 HQ0170  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 HQ0170  DYNAMIC HT  -        1652.773 (meters)    5422.47  (feet)  COMP
 HQ0170  MODELED GRAV-     979,453.1   (mgal)                       NAVD 88
 HQ0170
 HQ0170  HORZ ORDER  -  FIRST
 HQ0170  VERT ORDER  -  FIRST     CLASS II
 HQ0170
 HQ0170.The horizontal coordinates were established by classical geodetic methods
 HQ0170.and adjusted by the National Geodetic Survey in June 1998..
 HQ0170
 HQ0170.The orthometric height was determined by differential leveling
 HQ0170.and adjusted by the National Geodetic Survey in June 1991..
 HQ0170
 HQ0170.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0170
 HQ0170.The geoid height was determined by GEOID03.
 HQ0170
 HQ0170.The dynamic height is computed by dividing the NAVD 88
 HQ0170.geopotential number by the normal gravity value computed on the
 HQ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0170.degrees latitude (g = 980.6199 gals.).
 HQ0170
 HQ0170.The modeled gravity was interpolated from observed gravity values.
 HQ0170
 HQ0170;                    North         East     Units Scale Factor Converg.
 HQ0170;SPC NV C     - 6,340,430.889   490,137.042   MT  0.99990120   -0 04 07.3
 HQ0170;SPC NV C     -20,801,897.01  1,608,057.95   sFT  0.99990120   -0 04 07.3
 HQ0170;UTM  11      - 4,185,665.490   519,477.898   MT  0.99960467   +0 08 08.5
 HQ0170
 HQ0170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0170!SPC NV C     -   0.99974439  x   0.99990120  =   0.99964562
 HQ0170!UTM  11      -   0.99974439  x   0.99960467  =   0.99934917
 HQ0170
 HQ0170|---------------------------------------------------------------------|
 HQ0170| PID    Reference Object                     Distance      Geod. Az  |
 HQ0170|                                                           dddmmss.s |
 HQ0170| HQ0168 CONTRAVES 20 RM 1                    21.090 METERS 02905     |
 HQ0170| HQ0038 CONTRAVES 13                        APPROX.10.9 KM 0754715.8 |
 HQ0170| HQ0169 CONTRAVES 20 RM 2                    22.015 METERS 13258     |
 HQ0170|---------------------------------------------------------------------|
 HQ0170
 HQ0170                          SUPERSEDED SURVEY CONTROL
 HQ0170
 HQ0170  NAD 83(1992)-  37 49 05.45762(N)    116 46 43.30926(W) AD(       ) 1
 HQ0170  NAD 83(1986)-  37 49 05.45769(N)    116 46 43.30920(W) AD(       ) 1
 HQ0170  NAD 27      -  37 49 05.68398(N)    116 46 40.07737(W) AD(       ) 1
 HQ0170  NGVD 29 (07/19/86) 1653.52   (m)         5424.9    (f) LEVELING    3  
 HQ0170
 HQ0170.Superseded values are not recommended for survey control.
 HQ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0170.See file dsdata.txt to determine how the superseded data were derived.
 HQ0170
 HQ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB1947885665(NAD 83)
 HQ0170_MARKER: DB = BENCH MARK DISK
 HQ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0170_STAMPING: CONTRAVES 20 1968
 HQ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0170+STABILITY: SURFACE MOTION
 HQ0170
 HQ0170  HISTORY     - Date     Condition        Report By
 HQ0170  HISTORY     - 1968     MONUMENTED       CGS
 HQ0170  HISTORY     - 1968     GOOD             CGS
 HQ0170  HISTORY     - 1981     GOOD             DMA
 HQ0170
 HQ0170                          STATION DESCRIPTION
 HQ0170
 HQ0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0170'STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS ABOUT
 HQ0170'30 MILES SOUTH-SOUTHEAST OF TONOPAH.  IT IS ABOUT 4.0 MILES SOUTH
 HQ0170'OF POINT ABLE, WHICH IS THE NORTH GUARD GATE, AND 2-1/2 MILES
 HQ0170'NORTHWEST OF THE TEST RANGE HEADQUARTERS.
 HQ0170'
 HQ0170'TO REACH FROM POINT ABLE, GO SOUTH ON A PAVED ROAD FOR 4.3 MILES
 HQ0170'TO A DIRT SIDE ROAD RIGHT, TURN RIGHT AND GO WESTERLY ON THE
 HQ0170'DIRT ROAD FOR 1.25 MILES TO THE STATION ON THE LEFT.
 HQ0170'
 HQ0170'STATION MARK IS A STANDARD DISK, STAMPED CONTRAVES 20 1968, SET IN
 HQ0170'THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT
 HQ0170'2 INCHES ABOVE THE GROUND SURFACE.  IT IS LOCATED IN THE SOUTHWEST
 HQ0170'CORNER OF A GRAVELED AREA, 74.0 FEET SOUTHWEST OF THE DOOR OF
 HQ0170'ROUND, WHITE COLORED BUILDING AND ABOUT THE SAME ELEVATION AS
 HQ0170'THE FOUNDATION OF THE BUILDING.
 HQ0170'
 HQ0170'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CONTRAVES 20 NO 1 1968,
 HQ0170'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE ROUND
 HQ0170'BUILDING.  IT IS 4.0 FEET SOUTHWEST OF THE DOOR OF THE BUILDING AND
 HQ0170'ABOUT THE SAME ELEVATION AS THE STATION.
 HQ0170'
 HQ0170'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CONTRAVES 20 NO 2
 HQ0170'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH
 HQ0170'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 114.0
 HQ0170'FEET SOUTH OF THE DOOR OF THE BUILDING AND ABOUT THE SAME
 HQ0170'ELEVATION AS THE STATION.
 HQ0170'
 HQ0170'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 HQ0170'
 HQ0170'CONTRAVES 20 (OPTICS) WAS THE CENTER OF THE CAMERA LENS, WITH THE
 HQ0170'LENS IN A VERTICAL POSITION AND THE CAMERA IN A LEVEL POSITION.
 HQ0170'THE CAMERA IS MOUNTED ON THE TOP OF A CONCRETE PEDESTAL AND IS
 HQ0170'ENCLOSED IN A ROUND METAL BUILDING, PAINTED WHITE AND IS 40
 HQ0170'FEET HIGH AND 14 FEET IN DIAMETER.
 HQ0170'
 HQ0170'ELEVATIONS WERE OBSERVED ON THE CENTER OF THE CAMERA LENS AND ALSO
 HQ0170'ON THE AXIS OF THE CAMERA.
 HQ0170
 HQ0170                          STATION RECOVERY (1968)
 HQ0170
 HQ0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0170'AT TONOPAH TEST RANGE.
 HQ0170'STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS ABOUT 30
 HQ0170'MILES S-SE OF TONOPAH.  IT IS ABOUT 4.0 MILES SOUTH OF POINT
 HQ0170'ABLE, WHICH IS THE NORTH GUARD GATE, AND 2 1/2 MILES NW OF THE
 HQ0170'TEST RANGE HEADQUARTERS.  TO REACH FROM POINT ABLE, GO SOUTH
 HQ0170'ON A PAVED ROAD FOR 4.3 MILES TO A DIRT SIDE ROAD RIGHT, TURN
 HQ0170'RIGHT AND GO WESTERLY ON THE DIRT ROAD FOR 1.25 MILES TO THE
 HQ0170'STATION ON THE LEFT.  SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 HQ0170'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.
 HQ0170'IT IS LOCATED IN THE SOUTHWEST CORNER OF A GRAVELED AREA, 74.0
 HQ0170'FEET SOUTHWEST OF THE DOOR OF THE ROUND, WHITE COLORED BLDG.
 HQ0170'AND ABOUT THE SAME ELEV. AS THE FOUNDATION OF THE BUILDING.
 HQ0170
 HQ0170                          STATION RECOVERY (1981)
 HQ0170
 HQ0170'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (ML)
 HQ0170'CONTRAVES 20 1968 RECOVERED GOOD.
 HQ0170'
 HQ0170'MARK FOUND AND RECOVERED IN GOOD CONDITION.
 HQ0170'
 HQ0170'DISTANCE AND DIRECTION FROM NEAREST TOWN--25 MILES SOUTHEAST OF
 HQ0170'TONOPAH, NEV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0168 ***********************************************************************
 HQ0168  DESIGNATION -  CONTRAVES 20 RM 1
 HQ0168  PID         -  HQ0168
 HQ0168  STATE/COUNTY-  NV/NYE
 HQ0168  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0168
 HQ0168                         *CURRENT SURVEY CONTROL
 HQ0168  ___________________________________________________________________
 HQ0168* NAD 83(1986)-  37 49 02.     (N)    116 46 42.     (W)     SCALED    
 HQ0168* NAVD 88     -      1654.457  (meters)    5428.00   (feet)  ADJUSTED  
 HQ0168  ___________________________________________________________________
 HQ0168  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 HQ0168  DYNAMIC HT  -        1652.607 (meters)    5421.93  (feet)  COMP
 HQ0168  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 HQ0168
 HQ0168  VERT ORDER  -  FIRST     CLASS II
 HQ0168
 HQ0168.The horizontal coordinates were scaled from a topographic map and have
 HQ0168.an estimated accuracy of +/- 6 seconds.
 HQ0168
 HQ0168.The orthometric height was determined by differential leveling
 HQ0168.and adjusted by the National Geodetic Survey in June 1991..
 HQ0168
 HQ0168.The geoid height was determined by GEOID03.
 HQ0168
 HQ0168.The dynamic height is computed by dividing the NAVD 88
 HQ0168.geopotential number by the normal gravity value computed on the
 HQ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0168.degrees latitude (g = 980.6199 gals.).
 HQ0168
 HQ0168.The modeled gravity was interpolated from observed gravity values.
 HQ0168
 HQ0168;                    North         East    Units  Estimated Accuracy
 HQ0168;SPC NV C     - 6,340,320.      490,170.      MT  (+/- 180 meters Scaled)
 HQ0168
 HQ0168                          SUPERSEDED SURVEY CONTROL
 HQ0168
 HQ0168.No superseded survey control is available for this station.
 HQ0168
 HQ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB195855(NAD 83)
 HQ0168_MARKER: DR = REFERENCE MARK DISK
 HQ0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HQ0168_SP_SET: FOUNDATION
 HQ0168_STAMPING: CONTRAVES 20 NO 1 1968
 HQ0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0168
 HQ0168  HISTORY     - Date     Condition        Report By
 HQ0168  HISTORY     - 1968     MONUMENTED       CGS
 HQ0168
 HQ0168                          STATION DESCRIPTION
 HQ0168
 HQ0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0168'AT TONOPAH TEST RANGE.
 HQ0168'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE ROUND
 HQ0168'BUILDING.  IT IS 4.0 FEET SOUTHWEST OF THE DOOR OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0169 ***********************************************************************
 HQ0169  DESIGNATION -  CONTRAVES 20 RM 2
 HQ0169  PID         -  HQ0169
 HQ0169  STATE/COUNTY-  NV/NYE
 HQ0169  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0169
 HQ0169                         *CURRENT SURVEY CONTROL
 HQ0169  ___________________________________________________________________
 HQ0169* NAD 83(1986)-  37 49 02.     (N)    116 46 42.     (W)     SCALED    
 HQ0169* NAVD 88     -      1654.620  (meters)    5428.53   (feet)  ADJUSTED  
 HQ0169  ___________________________________________________________________
 HQ0169  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 HQ0169  DYNAMIC HT  -        1652.769 (meters)    5422.46  (feet)  COMP
 HQ0169  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 HQ0169
 HQ0169  VERT ORDER  -  FIRST     CLASS II
 HQ0169
 HQ0169.The horizontal coordinates were scaled from a topographic map and have
 HQ0169.an estimated accuracy of +/- 6 seconds.
 HQ0169
 HQ0169.The orthometric height was determined by differential leveling
 HQ0169.and adjusted by the National Geodetic Survey in June 1991..
 HQ0169
 HQ0169.The geoid height was determined by GEOID03.
 HQ0169
 HQ0169.The dynamic height is computed by dividing the NAVD 88
 HQ0169.geopotential number by the normal gravity value computed on the
 HQ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0169.degrees latitude (g = 980.6199 gals.).
 HQ0169
 HQ0169.The modeled gravity was interpolated from observed gravity values.
 HQ0169
 HQ0169;                    North         East    Units  Estimated Accuracy
 HQ0169;SPC NV C     - 6,340,320.      490,170.      MT  (+/- 180 meters Scaled)
 HQ0169
 HQ0169                          SUPERSEDED SURVEY CONTROL
 HQ0169
 HQ0169.No superseded survey control is available for this station.
 HQ0169
 HQ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB195855(NAD 83)
 HQ0169_MARKER: DR = REFERENCE MARK DISK
 HQ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0169_STAMPING: CONTRAVES 20 NO 2 1968
 HQ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0169+STABILITY: SURFACE MOTION
 HQ0169
 HQ0169  HISTORY     - Date     Condition        Report By
 HQ0169  HISTORY     - 1968     MONUMENTED       CGS
 HQ0169
 HQ0169                          STATION DESCRIPTION
 HQ0169
 HQ0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0169'AT TONOPAH TEST RANGE.
 HQ0169'IT IS 114.0 FEET SOUTH OF THE DOOR OF THE BUILDING.  SET IN THE
 HQ0169'TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 3
 HQ0169'INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0193 ***********************************************************************
 HQ0193  DESIGNATION -  CONTRAVES 21
 HQ0193  PID         -  HQ0193
 HQ0193  STATE/COUNTY-  NV/NYE
 HQ0193  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0193
 HQ0193                         *CURRENT SURVEY CONTROL
 HQ0193  ___________________________________________________________________
 HQ0193* NAD 83(1994)-  37 45 57.90799(N)    116 45 42.40906(W)     ADJUSTED  
 HQ0193* NAVD 88     -      1717.621  (meters)    5635.23   (feet)  ADJUSTED  
 HQ0193  ___________________________________________________________________
 HQ0193  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 HQ0193  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 HQ0193  DYNAMIC HT  -        1715.686 (meters)    5628.88  (feet)  COMP
 HQ0193  MODELED GRAV-     979,442.1   (mgal)                       NAVD 88
 HQ0193
 HQ0193  HORZ ORDER  -  FIRST
 HQ0193  VERT ORDER  -  FIRST     CLASS II
 HQ0193
 HQ0193.The horizontal coordinates were established by classical geodetic methods
 HQ0193.and adjusted by the National Geodetic Survey in June 1998..
 HQ0193
 HQ0193.The orthometric height was determined by differential leveling
 HQ0193.and adjusted by the National Geodetic Survey in June 1991..
 HQ0193
 HQ0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0193
 HQ0193.The geoid height was determined by GEOID03.
 HQ0193
 HQ0193.The dynamic height is computed by dividing the NAVD 88
 HQ0193.geopotential number by the normal gravity value computed on the
 HQ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0193.degrees latitude (g = 980.6199 gals.).
 HQ0193
 HQ0193.The modeled gravity was interpolated from observed gravity values.
 HQ0193
 HQ0193;                    North         East     Units Scale Factor Converg.
 HQ0193;SPC NV C     - 6,334,647.319   491,620.307   MT  0.99990086   -0 03 29.7
 HQ0193;SPC NV C     -20,782,922.08  1,612,924.29   sFT  0.99990086   -0 03 29.7
 HQ0193;UTM  11      - 4,179,888.956   520,981.328   MT  0.99960542   +0 08 45.2
 HQ0193
 HQ0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0193!SPC NV C     -   0.99973453  x   0.99990086  =   0.99963541
 HQ0193!UTM  11      -   0.99973453  x   0.99960542  =   0.99934005
 HQ0193
 HQ0193|---------------------------------------------------------------------|
 HQ0193| PID    Reference Object                     Distance      Geod. Az  |
 HQ0193|                                                           dddmmss.s |
 HQ0193| HQ0192 CONTRAVES 21 RM 1                    17.077 METERS 04857     |
 HQ0193| HQ0194 CONTRAVES 21 RM 2                    14.481 METERS 15144     |
 HQ0193| HQ1045 TONOPAH TEST RNG BORE SIGHT TR      APPROX. 3.7 KM 2055620.2 |
 HQ0193| HQ1043 TONOPAH TEST RNG RONN COMM TWR      APPROX. 3.5 KM 2100626.4 |
 HQ0193| HQ1051 PT HERFORD                          APPROX. 3.6 KM 2711142.1 |
 HQ0193|---------------------------------------------------------------------|
 HQ0193
 HQ0193                          SUPERSEDED SURVEY CONTROL
 HQ0193
 HQ0193  NAD 83(1992)-  37 45 57.90465(N)    116 45 42.41743(W) AD(       ) 1
 HQ0193  NAD 83(1986)-  37 45 57.90466(N)    116 45 42.41735(W) AD(       ) 1
 HQ0193  NAD 27      -  37 45 58.12785(N)    116 45 39.19048(W) AD(       ) 1
 HQ0193  NGVD 29 (07/19/86) 1716.51   (m)         5631.6    (f) LEVELING    3  
 HQ0193
 HQ0193.Superseded values are not recommended for survey control.
 HQ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0193.See file dsdata.txt to determine how the superseded data were derived.
 HQ0193
 HQ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2098179889(NAD 83)
 HQ0193_MARKER: DB = BENCH MARK DISK
 HQ0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0193_STAMPING: CONTRAVES 21 1968
 HQ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0193+STABILITY: SURFACE MOTION
 HQ0193
 HQ0193  HISTORY     - Date     Condition        Report By
 HQ0193  HISTORY     - 1968     MONUMENTED       CGS
 HQ0193  HISTORY     - 1968     GOOD             CGS
 HQ0193  HISTORY     - 1981     GOOD             DMA
 HQ0193
 HQ0193                          STATION DESCRIPTION
 HQ0193
 HQ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0193'STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS 30
 HQ0193'MILES SOUTH-SOUTHEAST OF TONOPAH.  IT IS ABOUT 8-1/2 MILES
 HQ0193'SOUTH OF THE MAIN GUARD GATE (POINT ABLE), AND 2 MILES SOUTH
 HQ0193'OF THE RANGE HEADQUARTERS AT THE CONTRAVES CAMERA SITE NUMBER
 HQ0193'21.
 HQ0193'
 HQ0193'TO REACH FROM THE MAIN GATE, GO SOUTH ON SURFACED ROAD FOR
 HQ0193'6.8 MILES TO THE RANGE HEADQUARTERS ON RIGHT, CONTINUE FOR
 HQ0193'1.15 MILES TO CROSSROAD, TURN RIGHT AND GO WESTERLY FOR
 HQ0193'0.65 MILE TO CAMERA SITE AND STATION.
 HQ0193'
 HQ0193'STATION MARK, A STANDARD DISK STAMPED CONTRAVES 21 1968, IS
 HQ0193'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE
 HQ0193'STATION IS 59 FEET SOUTHWEST OF THE CAMERA SHELTER AND 43 FEET
 HQ0193'NORTHWEST OF THE NORTHWEST CORNER OF GENERATOR BASE.
 HQ0193'
 HQ0193'REFERENCE MARK 1, A STANDARD DISK STAMPED CONTRAVES 21 NO 1 1968,
 HQ0193'IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE
 HQ0193'ELEVATOR BASE.
 HQ0193'
 HQ0193'REFERENCE MARK 2, A STANDARD DISK STAMPED CONTRAVES 21 NO 2
 HQ0193'1968, IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 HQ0193'CONCRETE GENERATOR BASE.
 HQ0193'
 HQ0193'CONTRAVES 21 (OPTICS).  TRAVERSE CONNECTION WAS MADE TO THE
 HQ0193'CAMERA LENS WITH LENS IN A VERTICAL POSITION AND CAMERA
 HQ0193'LEVEL.
 HQ0193'
 HQ0193'ELEVATIONS WAS RUN ON THE CENTER OF CAMERA LENS IN A VERTICAL
 HQ0193'POSITION AND ALSO ON THE AXIS OF CAMERA.
 HQ0193'
 HQ0193'NO AZIMUTH MARK ESTABLISHED.
 HQ0193'
 HQ0193'HEIGHT OF LIGHT ABOVE STATION MARK 14.2 METERS.
 HQ0193
 HQ0193                          STATION RECOVERY (1968)
 HQ0193
 HQ0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0193'AT TONOPAH TEST RANGE.
 HQ0193'STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS 30 MILES
 HQ0193'SOUTH-SOUTHEAST OF TONOPAH.  IT IS ABOUT 8 1/2 MILES SOUTH OF
 HQ0193'THE MAIN GUARD GATE (POINT ABLE), AND 2 MILES SOUTH OF THE RANGE
 HQ0193'HEADQUARTERS AT THE CONTRAVES CAMERA SITE NUMBER 21.  TO REACH
 HQ0193'FROM THE MAIN GATE, GO SOUTH ON SURFACED ROAD FOR 6.8 MILES TO
 HQ0193'THE RANGE HEADQUARTERS ON RIGHT CONTINUE FOR 1.15 MILES TO
 HQ0193'CROSSROAD, TURN RIGHT AND GO WESTERLY FOR 0.65 MILE TO CAMERA
 HQ0193'SITE AND STATION.  SET IN THE TOP OF A ROUND CONCRETE POST
 HQ0193'WHICH IS FLUSH.
 HQ0193
 HQ0193                          STATION RECOVERY (1981)
 HQ0193
 HQ0193'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (ML)
 HQ0193'CONTRAVES 21 1968 RECOVERED GOOD.
 HQ0193'
 HQ0193'MARK FOUND AND RECOVERED IN GOOD CONDITION.
 HQ0193'
 HQ0193'DISTANCE AND DIRECTION FROM NEAREST TOWN--25 MILES SOUTHEAST OF
 HQ0193'TONOPAH, NEV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0192 ***********************************************************************
 HQ0192  DESIGNATION -  CONTRAVES 21 RM 1
 HQ0192  PID         -  HQ0192
 HQ0192  STATE/COUNTY-  NV/NYE
 HQ0192  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0192
 HQ0192                         *CURRENT SURVEY CONTROL
 HQ0192  ___________________________________________________________________
 HQ0192* NAD 83(1986)-  37 45 57.     (N)    116 45 40.     (W)     SCALED    
 HQ0192* NAVD 88     -      1717.511  (meters)    5634.87   (feet)  ADJUSTED  
 HQ0192  ___________________________________________________________________
 HQ0192  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 HQ0192  DYNAMIC HT  -        1715.575 (meters)    5628.52  (feet)  COMP
 HQ0192  MODELED GRAV-     979,442.2   (mgal)                       NAVD 88
 HQ0192
 HQ0192  VERT ORDER  -  FIRST     CLASS II
 HQ0192
 HQ0192.The horizontal coordinates were scaled from a topographic map and have
 HQ0192.an estimated accuracy of +/- 6 seconds.
 HQ0192
 HQ0192.The orthometric height was determined by differential leveling
 HQ0192.and adjusted by the National Geodetic Survey in June 1991..
 HQ0192
 HQ0192.The geoid height was determined by GEOID03.
 HQ0192
 HQ0192.The dynamic height is computed by dividing the NAVD 88
 HQ0192.geopotential number by the normal gravity value computed on the
 HQ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0192.degrees latitude (g = 980.6199 gals.).
 HQ0192
 HQ0192.The modeled gravity was interpolated from observed gravity values.
 HQ0192
 HQ0192;                    North         East    Units  Estimated Accuracy
 HQ0192;SPC NV C     - 6,334,620.      491,680.      MT  (+/- 180 meters Scaled)
 HQ0192
 HQ0192                          SUPERSEDED SURVEY CONTROL
 HQ0192
 HQ0192.No superseded survey control is available for this station.
 HQ0192
 HQ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB210798(NAD 83)
 HQ0192_MARKER: DR = REFERENCE MARK DISK
 HQ0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0192_SP_SET: ELEVATOR BASE
 HQ0192_STAMPING: CONTRAVES 21 NO 1 1968
 HQ0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0192
 HQ0192  HISTORY     - Date     Condition        Report By
 HQ0192  HISTORY     - 1968     MONUMENTED       CGS
 HQ0192
 HQ0192                          STATION DESCRIPTION
 HQ0192
 HQ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0192'AT TONOPAH TEST RANGE.
 HQ0192'SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE
 HQ0192'ELEVATOR BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0194 ***********************************************************************
 HQ0194  DESIGNATION -  CONTRAVES 21 RM 2
 HQ0194  PID         -  HQ0194
 HQ0194  STATE/COUNTY-  NV/NYE
 HQ0194  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0194
 HQ0194                         *CURRENT SURVEY CONTROL
 HQ0194  ___________________________________________________________________
 HQ0194* NAD 83(1986)-  37 45 55.     (N)    116 45 40.     (W)     SCALED    
 HQ0194* NAVD 88     -      1718.104  (meters)    5636.81   (feet)  ADJUSTED  
 HQ0194  ___________________________________________________________________
 HQ0194  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 HQ0194  DYNAMIC HT  -        1716.168 (meters)    5630.46  (feet)  COMP
 HQ0194  MODELED GRAV-     979,442.1   (mgal)                       NAVD 88
 HQ0194
 HQ0194  VERT ORDER  -  FIRST     CLASS II
 HQ0194
 HQ0194.The horizontal coordinates were scaled from a topographic map and have
 HQ0194.an estimated accuracy of +/- 6 seconds.
 HQ0194
 HQ0194.The orthometric height was determined by differential leveling
 HQ0194.and adjusted by the National Geodetic Survey in June 1991..
 HQ0194
 HQ0194.The geoid height was determined by GEOID03.
 HQ0194
 HQ0194.The dynamic height is computed by dividing the NAVD 88
 HQ0194.geopotential number by the normal gravity value computed on the
 HQ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0194.degrees latitude (g = 980.6199 gals.).
 HQ0194
 HQ0194.The modeled gravity was interpolated from observed gravity values.
 HQ0194
 HQ0194;                    North         East    Units  Estimated Accuracy
 HQ0194;SPC NV C     - 6,334,560.      491,680.      MT  (+/- 180 meters Scaled)
 HQ0194
 HQ0194                          SUPERSEDED SURVEY CONTROL
 HQ0194
 HQ0194.No superseded survey control is available for this station.
 HQ0194
 HQ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB210797(NAD 83)
 HQ0194_MARKER: DR = REFERENCE MARK DISK
 HQ0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0194_SP_SET: GENERATOR BASE
 HQ0194_STAMPING: CONTRAVES 21 NO 2 1968
 HQ0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0194
 HQ0194  HISTORY     - Date     Condition        Report By
 HQ0194  HISTORY     - 1968     MONUMENTED       CGS
 HQ0194
 HQ0194                          STATION DESCRIPTION
 HQ0194
 HQ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0194'AT TONOPAH TEST RANGE.
 HQ0194'IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE CONCRETE
 HQ0194'GENERATOR BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0197 ***********************************************************************
 HQ0197  DESIGNATION -  CONTRAVES 22
 HQ0197  PID         -  HQ0197
 HQ0197  STATE/COUNTY-  NV/NYE
 HQ0197  USGS QUAD   -  CACTUS SPRING (1988)
 HQ0197
 HQ0197                         *CURRENT SURVEY CONTROL
 HQ0197  ___________________________________________________________________
 HQ0197* NAD 83(1994)-  37 42 57.80064(N)    116 45 37.24014(W)     ADJUSTED  
 HQ0197* NAVD 88     -      1770.012  (meters)    5807.11   (feet)  ADJUSTED  
 HQ0197  ___________________________________________________________________
 HQ0197  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 HQ0197  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 HQ0197  DYNAMIC HT  -        1768.001 (meters)    5800.52  (feet)  COMP
 HQ0197  MODELED GRAV-     979,430.7   (mgal)                       NAVD 88
 HQ0197
 HQ0197  HORZ ORDER  -  FIRST
 HQ0197  VERT ORDER  -  FIRST     CLASS II
 HQ0197
 HQ0197.The horizontal coordinates were established by classical geodetic methods
 HQ0197.and adjusted by the National Geodetic Survey in June 1998..
 HQ0197
 HQ0197.The orthometric height was determined by differential leveling
 HQ0197.and adjusted by the National Geodetic Survey in June 1991..
 HQ0197
 HQ0197.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0197
 HQ0197.The geoid height was determined by GEOID03.
 HQ0197
 HQ0197.The dynamic height is computed by dividing the NAVD 88
 HQ0197.geopotential number by the normal gravity value computed on the
 HQ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0197.degrees latitude (g = 980.6199 gals.).
 HQ0197
 HQ0197.The modeled gravity was interpolated from observed gravity values.
 HQ0197
 HQ0197;                    North         East     Units Scale Factor Converg.
 HQ0197;SPC NV C     - 6,329,094.856   491,741.249   MT  0.99990084   -0 03 26.3
 HQ0197;SPC NV C     -20,764,705.37  1,613,321.08   sFT  0.99990084   -0 03 26.3
 HQ0197;UTM  11      - 4,174,338.599   521,121.999   MT  0.99960549   +0 08 47.8
 HQ0197
 HQ0197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0197!SPC NV C     -   0.99972631  x   0.99990084  =   0.99962718
 HQ0197!UTM  11      -   0.99972631  x   0.99960549  =   0.99933191
 HQ0197
 HQ0197|---------------------------------------------------------------------|
 HQ0197| PID    Reference Object                     Distance      Geod. Az  |
 HQ0197|                                                           dddmmss.s |
 HQ0197| HQ0198 CONTRAVES 22 RM 1                    15.500 METERS 00701     |
 HQ0197| HQ0196 CONTRAVES 22 RM 2                    13.796 METERS 08129     |
 HQ0197| HQ0193 CONTRAVES 21                        APPROX. 5.6 KM 3584141.5 |
 HQ0197|---------------------------------------------------------------------|
 HQ0197
 HQ0197                          SUPERSEDED SURVEY CONTROL
 HQ0197
 HQ0197  NAD 83(1992)-  37 42 57.79721(N)    116 45 37.24856(W) AD(       ) 1
 HQ0197  NAD 83(1986)-  37 42 57.79732(N)    116 45 37.24851(W) AD(       ) 1
 HQ0197  NAD 27      -  37 42 58.01778(N)    116 45 34.02348(W) AD(       ) 1
 HQ0197  NGVD 29 (07/19/86) 1768.90   (m)         5803.5    (f) LEVELING    3  
 HQ0197
 HQ0197.Superseded values are not recommended for survey control.
 HQ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0197.See file dsdata.txt to determine how the superseded data were derived.
 HQ0197
 HQ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2112274339(NAD 83)
 HQ0197_MARKER: DB = BENCH MARK DISK
 HQ0197_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0197_SP_SET: BEDROCK
 HQ0197_STAMPING: CONTRAVES 22 1968
 HQ0197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0197+STABILITY: POSITION/ELEVATION WELL
 HQ0197
 HQ0197  HISTORY     - Date     Condition        Report By
 HQ0197  HISTORY     - 1968     MONUMENTED       CGS
 HQ0197  HISTORY     - 1968     GOOD             CGS
 HQ0197  HISTORY     - 1970     GOOD             NGS
 HQ0197
 HQ0197                          STATION DESCRIPTION
 HQ0197
 HQ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0197'STATION IS LOCATED ON THE TONOPAH TEST RANGE, 30 MILES
 HQ0197'SOUTH-SOUTHEAST OF TONOPAH, 12 MILES SOUTH OF POINT ABLE, 5
 HQ0197'MILES SOUTH OF THE TEST RANGE HEADQUARTERS.
 HQ0197'
 HQ0197'TO REACH THE STATION FROM THE TEST RANGE HEADQUARTERS GO SOUTH
 HQ0197'ON SURFACED ROAD FOR 4.05 MILE TO A SIDE ROAD ON THE RIGHT AND
 HQ0197'SIGN STATION 22, TURN RIGHT AND GO SOUTHWESTERLY ON GRAVELED
 HQ0197'ROAD FOR 1.5 MILE AND THE STATION.
 HQ0197'
 HQ0197'STATION MARK, IS A STANDARD DISK STAMPED CONTRAVES 22 1968,
 HQ0197'CEMENTED IN A DRILL HOLE SET IN BEDROCK WHICH PROJECTS ABOUT 2
 HQ0197'INCHES, IT IS 57 FEET SOUTH-SOUTHWEST OF THE SOUTH EDGE OF THE
 HQ0197'CONTRAVES SITE, 55 FEET SOUTH OF THE CENTER OF A T-INTERSECTION.
 HQ0197'
 HQ0197'REFERENCE MARK 1, IS A STANDARD DISK STAMPED CONTRAVES 22 NO 1
 HQ0197'1968, IT IS CEMENTED IN A DRILL HOLE IN A CONCRETE PAD WHICH
 HQ0197'SUPPORTS THE STAIRWAY OF THE CONTRAVES SITE, 11 FEET NORTH OF THE
 HQ0197'CENTER OF DRIVEWAY, 6.2 FEET SOUTH OF THE SOUTH EDGE OF THE
 HQ0197'CONTRAVES SITE.
 HQ0197'
 HQ0197'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CONTRAVES 22 NO 2
 HQ0197'1968, IT IS CEMENTED IN A DRILL HOLE IN A OUTCROPPING ROCK, 64.2
 HQ0197'FEET SOUTH OF THE SOUTH EDGE OF THE CONTRAVES SITE, 47.5 FEET
 HQ0197'SOUTH OF THE CENTER OF A GRAVELED ROAD.
 HQ0197'
 HQ0197'NOTE--NO AZIMUTH MARK SET AT THIS STATION.
 HQ0197'
 HQ0197'POINT THAT WAS TRAVERSED ON CONTRAVES CAMERA 22 WAS THE CENTER
 HQ0197'OF CAMERA LENS, WITH LENS IN A VERTICAL POSITION AND CAMERA
 HQ0197'LEVELED.
 HQ0197'
 HQ0197'ELEVATIONS WAS RUN ON THE CENTER OF CAMERA LENS IN A VERTICAL
 HQ0197'POSITION AND ALSO ON THE AXIS OF THE CAMERA.
 HQ0197'
 HQ0197'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 HQ0197
 HQ0197                          STATION RECOVERY (1968)
 HQ0197
 HQ0197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0197'AT TONOPAH TEST RANGE.
 HQ0197'STATION IS LOCATED ON THE TONOPAH TEST RANGE, 30 MILES
 HQ0197'SOUTH-SOUTH EAST OF TONOPAH, 12 MILES SOUTH OF POINT ABLE, 5
 HQ0197'MILES SOUTH OF THE TEST RANGE HEADQUARTERS.  TO REACH THE STATION
 HQ0197'FROM THE TEST RANGE HEADQUARTERS.  TO REACH THE STATION FROM
 HQ0197'THE TEST RANGE HEADQUARTERS GO SOUTH ON SURFACED ROAD FOR 4.05
 HQ0197'MILE TO A SIDE ROAD ON THE RIGHT AND SIGN STATION 22, TURN
 HQ0197'RIGHT AND GO SOUTHWESTERLY ON GRVELED ROAD FOR 1.5 MILE AND
 HQ0197'THE STATION, CEMENTED IN A DRILL HOLE SET IN BEDROCK WHICH
 HQ0197'PROJECTS ABOUT 2 INCHES, IT IS 57 FEET SOUTH-SOUTHWEST OF THE
 HQ0197'SOUTH EDGE OF THE CONTRAVES SITE, 55 FEET SOUTH OF THE CENTER
 HQ0197'OF A T-INTERSECTION.
 HQ0197
 HQ0197                          STATION RECOVERY (1970)
 HQ0197
 HQ0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HQ0197'THE STATION WAS RECOVERED AS DESCRIBED, ALL MARKS ARE IN GOOD
 HQ0197'CONDITION.
 HQ0197'
 HQ0197'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--30 MILES
 HQ0197'SOUTH-SOUTHEAST OF TONOPAH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0198 ***********************************************************************
 HQ0198  DESIGNATION -  CONTRAVES 22 RM 1
 HQ0198  PID         -  HQ0198
 HQ0198  STATE/COUNTY-  NV/NYE
 HQ0198  USGS QUAD   -  CACTUS SPRING (1988)
 HQ0198
 HQ0198                         *CURRENT SURVEY CONTROL
 HQ0198  ___________________________________________________________________
 HQ0198* NAD 83(1986)-  37 43 00.     (N)    116 45 36.     (W)     SCALED    
 HQ0198* NAVD 88     -      1770.366  (meters)    5808.28   (feet)  ADJUSTED  
 HQ0198  ___________________________________________________________________
 HQ0198  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 HQ0198  DYNAMIC HT  -        1768.355 (meters)    5801.68  (feet)  COMP
 HQ0198  MODELED GRAV-     979,431.0   (mgal)                       NAVD 88
 HQ0198
 HQ0198  VERT ORDER  -  FIRST     CLASS II
 HQ0198
 HQ0198.The horizontal coordinates were scaled from a topographic map and have
 HQ0198.an estimated accuracy of +/- 6 seconds.
 HQ0198
 HQ0198.The orthometric height was determined by differential leveling
 HQ0198.and adjusted by the National Geodetic Survey in June 1991..
 HQ0198
 HQ0198.The geoid height was determined by GEOID03.
 HQ0198
 HQ0198.The dynamic height is computed by dividing the NAVD 88
 HQ0198.geopotential number by the normal gravity value computed on the
 HQ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0198.degrees latitude (g = 980.6199 gals.).
 HQ0198
 HQ0198.The modeled gravity was interpolated from observed gravity values.
 HQ0198
 HQ0198;                    North         East    Units  Estimated Accuracy
 HQ0198;SPC NV C     - 6,329,160.      491,770.      MT  (+/- 180 meters Scaled)
 HQ0198
 HQ0198                          SUPERSEDED SURVEY CONTROL
 HQ0198
 HQ0198.No superseded survey control is available for this station.
 HQ0198
 HQ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB211744(NAD 83)
 HQ0198_MARKER: DR = REFERENCE MARK DISK
 HQ0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0198_SP_SET: CONCRETE PAD
 HQ0198_STAMPING: CONTRAVES 22 NO 1 1968
 HQ0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0198
 HQ0198  HISTORY     - Date     Condition        Report By
 HQ0198  HISTORY     - 1968     MONUMENTED       CGS
 HQ0198
 HQ0198                          STATION DESCRIPTION
 HQ0198
 HQ0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0198'AT TONOPAH TEST RANGE.
 HQ0198'11 FEET NORTH OF THE CENTER OF DRIVEWAY, 6.2 FEET SOUTH OF THE
 HQ0198'SOUTH EDGE OF THE CONTRAVES SITE.  IT IS CEMENTED IN A DRILL
 HQ0198'HOLE IN A CONCRETE PAD WHICH SUPPORTS THE STAIRWAY OF THE
 HQ0198'CONTRAVES SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0196 ***********************************************************************
 HQ0196  DESIGNATION -  CONTRAVES 22 RM 2
 HQ0196  PID         -  HQ0196
 HQ0196  STATE/COUNTY-  NV/NYE
 HQ0196  USGS QUAD   -  CACTUS SPRING (1988)
 HQ0196
 HQ0196                         *CURRENT SURVEY CONTROL
 HQ0196  ___________________________________________________________________
 HQ0196* NAD 83(1986)-  37 43 00.     (N)    116 45 37.     (W)     SCALED    
 HQ0196* NAVD 88     -      1769.849  (meters)    5806.58   (feet)  ADJUSTED  
 HQ0196  ___________________________________________________________________
 HQ0196  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 HQ0196  DYNAMIC HT  -        1767.839 (meters)    5799.99  (feet)  COMP
 HQ0196  MODELED GRAV-     979,431.0   (mgal)                       NAVD 88
 HQ0196
 HQ0196  VERT ORDER  -  FIRST     CLASS II
 HQ0196
 HQ0196.The horizontal coordinates were scaled from a topographic map and have
 HQ0196.an estimated accuracy of +/- 6 seconds.
 HQ0196
 HQ0196.The orthometric height was determined by differential leveling
 HQ0196.and adjusted by the National Geodetic Survey in June 1991..
 HQ0196
 HQ0196.The geoid height was determined by GEOID03.
 HQ0196
 HQ0196.The dynamic height is computed by dividing the NAVD 88
 HQ0196.geopotential number by the normal gravity value computed on the
 HQ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0196.degrees latitude (g = 980.6199 gals.).
 HQ0196
 HQ0196.The modeled gravity was interpolated from observed gravity values.
 HQ0196
 HQ0196;                    North         East    Units  Estimated Accuracy
 HQ0196;SPC NV C     - 6,329,160.      491,750.      MT  (+/- 180 meters Scaled)
 HQ0196
 HQ0196                          SUPERSEDED SURVEY CONTROL
 HQ0196
 HQ0196.No superseded survey control is available for this station.
 HQ0196
 HQ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB211744(NAD 83)
 HQ0196_MARKER: DR = REFERENCE MARK DISK
 HQ0196_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0196_SP_SET: ROCK OUTCROP
 HQ0196_STAMPING: CONTRAVES 22 NO 2 1968
 HQ0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0196+STABILITY: POSITION/ELEVATION WELL
 HQ0196
 HQ0196  HISTORY     - Date     Condition        Report By
 HQ0196  HISTORY     - 1968     MONUMENTED       CGS
 HQ0196
 HQ0196                          STATION DESCRIPTION
 HQ0196
 HQ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0196'AT TONOPAH TEST RANGE.
 HQ0196'47.5 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD.  IT IS CEMENTED
 HQ0196'IN A DRILL HOLE IN A OUTCROPPING ROCK, 64.2 FEET SOUTH OF THE
 HQ0196'SOUTH EDGE OF THE CONTRAVES SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0246 ***********************************************************************
 HQ0246  DESIGNATION -  CONTRAVES 30
 HQ0246  PID         -  HQ0246
 HQ0246  STATE/COUNTY-  NV/NYE
 HQ0246  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0246
 HQ0246                         *CURRENT SURVEY CONTROL
 HQ0246  ___________________________________________________________________
 HQ0246* NAD 83(1994)-  37 39 23.15484(N)    116 43 31.57008(W)     ADJUSTED  
 HQ0246* NAVD 88     -      1861.796  (meters)    6108.24   (feet)  ADJUSTED  
 HQ0246  ___________________________________________________________________
 HQ0246  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 HQ0246  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 HQ0246  DYNAMIC HT  -        1859.658 (meters)    6101.23  (feet)  COMP
 HQ0246  MODELED GRAV-     979,415.1   (mgal)                       NAVD 88
 HQ0246
 HQ0246  HORZ ORDER  -  FIRST
 HQ0246  VERT ORDER  -  FIRST     CLASS II
 HQ0246
 HQ0246.The horizontal coordinates were established by classical geodetic methods
 HQ0246.and adjusted by the National Geodetic Survey in June 1998..
 HQ0246
 HQ0246.The orthometric height was determined by differential leveling
 HQ0246.and adjusted by the National Geodetic Survey in June 1991..
 HQ0246
 HQ0246.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0246
 HQ0246.The geoid height was determined by GEOID03.
 HQ0246
 HQ0246.The dynamic height is computed by dividing the NAVD 88
 HQ0246.geopotential number by the normal gravity value computed on the
 HQ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0246.degrees latitude (g = 980.6199 gals.).
 HQ0246
 HQ0246.The modeled gravity was interpolated from observed gravity values.
 HQ0246
 HQ0246;                    North         East     Units Scale Factor Converg.
 HQ0246;SPC NV C     - 6,322,475.331   494,814.663   MT  0.99990033   -0 02 09.3
 HQ0246;SPC NV C     -20,742,987.82  1,623,404.44   sFT  0.99990033   -0 02 09.3
 HQ0246;UTM  11      - 4,167,731.991   524,218.025   MT  0.99960722   +0 10 03.9
 HQ0246
 HQ0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0246!SPC NV C     -   0.99971193  x   0.99990033  =   0.99961229
 HQ0246!UTM  11      -   0.99971193  x   0.99960722  =   0.99931926
 HQ0246
 HQ0246|---------------------------------------------------------------------|
 HQ0246| PID    Reference Object                     Distance      Geod. Az  |
 HQ0246|                                                           dddmmss.s |
 HQ0246| HQ0283 CONTRAVES 30 RM 1                    10.733 METERS 07852     |
 HQ0246| HQ0247 CONTRAVES 30 RM 2                    13.372 METERS 11604     |
 HQ0246| HQ0197 CONTRAVES 22                        APPROX. 7.3 KM 3350331.9 |
 HQ0246|---------------------------------------------------------------------|
 HQ0246
 HQ0246                          SUPERSEDED SURVEY CONTROL
 HQ0246
 HQ0246  NAD 83(1986)-  37 39 23.15142(N)    116 43 31.57848(W) AD(       ) 1
 HQ0246  NAD 27      -  37 39 23.36787(N)    116 43 28.36089(W) AD(       ) 1
 HQ0246  NGVD 29 (07/19/86) 1860.68   (m)         6104.6    (f) LEVELING    3  
 HQ0246
 HQ0246.Superseded values are not recommended for survey control.
 HQ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0246.See file dsdata.txt to determine how the superseded data were derived.
 HQ0246
 HQ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2421867732(NAD 83)
 HQ0246_MARKER: DB = BENCH MARK DISK
 HQ0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0246_STAMPING: CONTRAVES 30 1968
 HQ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0246+STABILITY: SURFACE MOTION
 HQ0246
 HQ0246  HISTORY     - Date     Condition        Report By
 HQ0246  HISTORY     - 1968     MONUMENTED       CGS
 HQ0246  HISTORY     - 1968     GOOD             CGS
 HQ0246
 HQ0246                          STATION DESCRIPTION
 HQ0246
 HQ0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0246'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS
 HQ0246'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 9 MILES
 HQ0246'SOUTH OF THE TEST RANGE HEADQUARTERS ON THE EAST SLOPE OF A
 HQ0246'MOUNTAIN.
 HQ0246'
 HQ0246'TO REACH THE STATION FROM THE MAIN GUARD GATE, KNOWN AS
 HQ0246'POINT ABLE, GO SOUTH FOR 6.9 MILES TO THE HEADQUARTERS ON
 HQ0246'THE RIGHT.  CONTINUE SOUTH FOR 4.5 MILES TO THE END OF THE
 HQ0246'ASPHALT ROAD.  CONTINUE SOUTH FOR 4.5 MILES TO A SIDE ROAD
 HQ0246'RIGHT AND SIGN STATION 30.  TURN RIGHT AND FOLLOW BLADED ROAD
 HQ0246'WEST AND NORTH FOR 1.2 MILES TO THE END OF THE ROAD AND THE
 HQ0246'STATION.
 HQ0246'
 HQ0246'THE STATION MARK IS A STANDARD DISK, STAMPED CONTRAVES 30
 HQ0246'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 HQ0246'IS FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED AT THE NORTH
 HQ0246'EDGE OF THE PARKING AREA AND 45 FEET WEST OF THE WEST EDGE
 HQ0246'OF THE WHITE CIRCULAR BUILDING WHICH HAS A WHITE DOME ON TOP.
 HQ0246'
 HQ0246'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CONTRAVES 30
 HQ0246'NO 1 1968, CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER
 HQ0246'OF A 4 BY 4 FOOT CONCRETE FOUNDATION SUPPORTING A HYDRAULIC
 HQ0246'POWER PACK.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 HQ0246'
 HQ0246'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CONTRAVES 30
 HQ0246'NO 2 1968, CEMENTED IN A DRILL HOLE IN WEST CORNER OF A 3 BY 4
 HQ0246'FOOT CONCRETE FOUNDATION SUPPORTING THE BASE OF A METAL
 HQ0246'STAIRWAY.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 HQ0246'
 HQ0246'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 HQ0246'
 HQ0246'NO MEASUREMENT BETWEEN THE REFERENCE MARKS, DUE TO A HYDRAULIC
 HQ0246'POWER PACK ON LINE.
 HQ0246'
 HQ0246'THE POINT TRAVERSED, INTERSECTED AND LEVELED TO ON CONTRAVES
 HQ0246'30 (OPTICS), WAS THE CENTER OF THE CAMERA LENS, WITH THE
 HQ0246'LENS IN A VERTICAL POSITION AND THE CAMERA LEVELED.  THIS
 HQ0246'POINT IS DIRECTLY OVER THE CENTER OF THE OPTICS OF THE CAMERA.
 HQ0246'ELEVATIONS WERE ALSO ESTABLISHED ON THE AXIS OF THE CAMERA.
 HQ0246
 HQ0246                          STATION RECOVERY (1968)
 HQ0246
 HQ0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0246'30 MI SSE FROM TONOPAH.
 HQ0246'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS ABOUT 30 MILES
 HQ0246'SOUTHEAST OF TONOPAH.  IT IS ABOUT 9 MILES SOUTH OF THE TEST
 HQ0246'RANGE HEADQUARTERS ON THE EAST SLOPE OF A MOUNTAIN.  TO REACH
 HQ0246'THE STATION FROM THE MAIN GUARD GATE, KNOWN AS POINT ABLE, GO
 HQ0246'SOUTH FOR 6.9 MILES TO THE HEADQUARTERS ON THE RIGHT, CONTINUE
 HQ0246'SOUTH FOR 4.5 MILES TO THE END OF THE ASPHALT ROAD, CONTINUE
 HQ0246'SOUTH FOR 4.5 MILES TO A SIDE ROAD RIGHT AND SIGN STATION 30.
 HQ0246'TURN RIGHT AND FOLLOW BLADED ROAD WEST AND NORTH FOR 1.2 MILES
 HQ0246'TO THE END OF THE ROAD AND THE STATION.  SET IN THE TOP OF A
 HQ0246'12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 HQ0246'SURFACE.  IT IS LOCATED AT THE NORTH EDGE OF THE PARKING AREA
 HQ0246'AND 45 FEET WEST OF THE WEST EDGE OF THE WHITE CIRCULAR BUILDING
 HQ0246'WHICH HAS A WHITE DOME ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0283 ***********************************************************************
 HQ0283  DESIGNATION -  CONTRAVES 30 RM 1
 HQ0283  PID         -  HQ0283
 HQ0283  STATE/COUNTY-  NV/NYE
 HQ0283  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0283
 HQ0283                         *CURRENT SURVEY CONTROL
 HQ0283  ___________________________________________________________________
 HQ0283* NAD 83(1986)-  37 39 22.     (N)    116 43 31.     (W)     SCALED    
 HQ0283* NAVD 88     -      1861.533  (meters)    6107.38   (feet)  ADJUSTED  
 HQ0283  ___________________________________________________________________
 HQ0283  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 HQ0283  DYNAMIC HT  -        1859.396 (meters)    6100.37  (feet)  COMP
 HQ0283  MODELED GRAV-     979,415.3   (mgal)                       NAVD 88
 HQ0283
 HQ0283  VERT ORDER  -  FIRST     CLASS II
 HQ0283
 HQ0283.The horizontal coordinates were scaled from a topographic map and have
 HQ0283.an estimated accuracy of +/- 6 seconds.
 HQ0283
 HQ0283.The orthometric height was determined by differential leveling
 HQ0283.and adjusted by the National Geodetic Survey in June 1991..
 HQ0283
 HQ0283.The geoid height was determined by GEOID03.
 HQ0283
 HQ0283.The dynamic height is computed by dividing the NAVD 88
 HQ0283.geopotential number by the normal gravity value computed on the
 HQ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0283.degrees latitude (g = 980.6199 gals.).
 HQ0283
 HQ0283.The modeled gravity was interpolated from observed gravity values.
 HQ0283
 HQ0283;                    North         East    Units  Estimated Accuracy
 HQ0283;SPC NV C     - 6,322,440.      494,830.      MT  (+/- 180 meters Scaled)
 HQ0283
 HQ0283                          SUPERSEDED SURVEY CONTROL
 HQ0283
 HQ0283.No superseded survey control is available for this station.
 HQ0283
 HQ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB242676(NAD 83)
 HQ0283_MARKER: DR = REFERENCE MARK DISK
 HQ0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0283_SP_SET: HYDRAULIC POWER PACK FOUNDATIO
 HQ0283_STAMPING: CONTRAVES 30 NO 1 1968
 HQ0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0283
 HQ0283  HISTORY     - Date     Condition        Report By
 HQ0283  HISTORY     - 1968     MONUMENTED       CGS
 HQ0283
 HQ0283                          STATION DESCRIPTION
 HQ0283
 HQ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0283'30 MI SSE FROM TONOPAH.
 HQ0283'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A 4 BY 4
 HQ0283'FOOT CONCRETE FOUNDATION SUPPORTING A HYDRAULIC POWER PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0247 ***********************************************************************
 HQ0247  DESIGNATION -  CONTRAVES 30 RM 2
 HQ0247  PID         -  HQ0247
 HQ0247  STATE/COUNTY-  NV/NYE
 HQ0247  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0247
 HQ0247                         *CURRENT SURVEY CONTROL
 HQ0247  ___________________________________________________________________
 HQ0247* NAD 83(1986)-  37 39 21.     (N)    116 43 31.     (W)     SCALED    
 HQ0247* NAVD 88     -      1861.596  (meters)    6107.59   (feet)  ADJUSTED  
 HQ0247  ___________________________________________________________________
 HQ0247  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 HQ0247  DYNAMIC HT  -        1859.459 (meters)    6100.58  (feet)  COMP
 HQ0247  MODELED GRAV-     979,415.1   (mgal)                       NAVD 88
 HQ0247
 HQ0247  VERT ORDER  -  FIRST     CLASS II
 HQ0247
 HQ0247.The horizontal coordinates were scaled from a topographic map and have
 HQ0247.an estimated accuracy of +/- 6 seconds.
 HQ0247
 HQ0247.The orthometric height was determined by differential leveling
 HQ0247.and adjusted by the National Geodetic Survey in June 1991..
 HQ0247
 HQ0247.The geoid height was determined by GEOID03.
 HQ0247
 HQ0247.The dynamic height is computed by dividing the NAVD 88
 HQ0247.geopotential number by the normal gravity value computed on the
 HQ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0247.degrees latitude (g = 980.6199 gals.).
 HQ0247
 HQ0247.The modeled gravity was interpolated from observed gravity values.
 HQ0247
 HQ0247;                    North         East    Units  Estimated Accuracy
 HQ0247;SPC NV C     - 6,322,410.      494,830.      MT  (+/- 180 meters Scaled)
 HQ0247
 HQ0247                          SUPERSEDED SURVEY CONTROL
 HQ0247
 HQ0247.No superseded survey control is available for this station.
 HQ0247
 HQ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB242676(NAD 83)
 HQ0247_MARKER: DR = REFERENCE MARK DISK
 HQ0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0247_SP_SET: STAIRWAY FOUNDATION
 HQ0247_STAMPING: CONTRAVES 30 NO 2 1968
 HQ0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0247
 HQ0247  HISTORY     - Date     Condition        Report By
 HQ0247  HISTORY     - 1968     MONUMENTED       CGS
 HQ0247
 HQ0247                          STATION DESCRIPTION
 HQ0247
 HQ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0247'30 MI SSE FROM TONOPAH.
 HQ0247'CEMENTED IN A DRILL HOLE IN WEST CORNER OF A 3 BY 4 FOOT CONCRETE
 HQ0247'FOUNDATION SUPPORTING THE BASE OF A METAL STAIRWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0610 ***********************************************************************
 LS0610  DESIGNATION -  COON
 LS0610  PID         -  LS0610
 LS0610  STATE/COUNTY-  NV/PERSHING
 LS0610  USGS QUAD   -  TOULON PEAK (1987)
 LS0610
 LS0610                         *CURRENT SURVEY CONTROL
 LS0610  ___________________________________________________________________
 LS0610* NAD 83(1994)-  40 01 35.35113(N)    118 43 38.21504(W)     ADJUSTED  
 LS0610* NAVD 88     -      1654.6    (meters)    5428.     (feet)  VERTCON   
 LS0610  ___________________________________________________________________
 LS0610  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 LS0610  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 LS0610
 LS0610  HORZ ORDER  -  SECOND
 LS0610
 LS0610.The horizontal coordinates were established by classical geodetic methods
 LS0610.and adjusted by the National Geodetic Survey in June 1998..
 LS0610
 LS0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0610
 LS0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0610
 LS0610.The geoid height was determined by GEOID03.
 LS0610
 LS0610;                    North         East     Units Scale Factor Converg.
 LS0610;SPC NV W     - 4,585,562.983   787,713.649   MT  0.99990186   -0 05 33.3
 LS0610;SPC NV W     -15,044,467.89  2,584,357.20   sFT  0.99990186   -0 05 33.3
 LS0610;UTM  11      - 4,432,126.015   352,612.808   MT  0.99986743   -1 06 39.9
 LS0610
 LS0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0610!SPC NV W     -   0.99974414  x   0.99990186  =   0.99964602
 LS0610!UTM  11      -   0.99974414  x   0.99986743  =   0.99961160
 LS0610
 LS0610:                Primary Azimuth Mark                     Grid Az
 LS0610:SPC NV W     -  SPOT                                     025 01 54.4
 LS0610:UTM  11      -  SPOT                                     026 03 01.0
 LS0610
 LS0610|---------------------------------------------------------------------|
 LS0610| PID    Reference Object                     Distance      Geod. Az  |
 LS0610|                                                           dddmmss.s |
 LS0610| LS0607 SPOT                                APPROX. 8.0 KM 0245621.1 |
 LS0610| DB7099 COON RM 1                             4.021 METERS 08135     |
 LS0610| DB7100 COON RM 2                             4.691 METERS 24038     |
 LS0610|---------------------------------------------------------------------|
 LS0610
 LS0610                          SUPERSEDED SURVEY CONTROL
 LS0610
 LS0610  NAD 83(1986)-  40 01 35.35772(N)    118 43 38.21018(W) AD(       ) 2
 LS0610  NAD 27      -  40 01 35.68220(N)    118 43 34.65620(W) AD(       ) 2
 LS0610  NGVD 29 (07/19/86) 1653.7    (m)         5426.     (f) VERT ANG       
 LS0610
 LS0610.Superseded values are not recommended for survey control.
 LS0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0610.See file dsdata.txt to determine how the superseded data were derived.
 LS0610
 LS0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE5261332126(NAD 83)
 LS0610_MARKER: DS = TRIANGULATION STATION DISK
 LS0610_SETTING: 66 = SET IN ROCK OUTCROP
 LS0610
 LS0610  HISTORY     - Date     Condition        Report By
 LS0610  HISTORY     - 1957     MONUMENTED       CGS
 LS0610
 LS0610                          STATION DESCRIPTION
 LS0610
 LS0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0610'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF LOVELOCK
 LS0610'AND ABOUT 3 MILES NORTHWEST OF U.S. HIGHWAY 40.  IT IS ON THE
 LS0610'SUMMIT OF A PROMINENT HILL WHICH IS DARK IN COLOR AND ROUGHLY
 LS0610'CONICAL IN SHAPE EXCEPT FOR THE EAST SIDE WHICH IS GRADUAL
 LS0610'IN SLOPE.
 LS0610'
 LS0610'TO REACH FROM THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY
 LS0610'40 IN LOVELOCK, GO SOUTHWEST ON U.S. HIGHWAY 40 FOR 16 MILES
 LS0610'TO THE RAILROAD STATION AT TOY.  CONTINUE SOUTHWEST ON THE
 LS0610'HIGHWAY FOR 3.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT (WEST)
 LS0610'AND GO 0.05 MILE TO A FORK.  KEEP STRAIGHT AHEAD (WEST) ON
 LS0610'THE LEFT FORK AND GO 2.4 MILES TO A FORK.  TURN RIGHT
 LS0610'(NORTHWEST) UP A DRAW ON TRACK ROAD AND GO 1.5 MILES TO A 3-WAY
 LS0610'FORK.  TAKE THE RIGHT HAND ROAD (NORTHEAST) AND FOLLOW
 LS0610'WINDING ROAD FOR 0.6 MILES TO END OF ROAD AT TOP OF SMALL
 LS0610'HILL.  BEAR RIGHT AND FOLLOW TOPS OF LOW RIDGES IN A
 LS0610'NORTHERLY DIRECTION FOR 0.6 MILE TO STATION.
 LS0610'
 LS0610'THE STATION MARK, STAMPED COON 1957, IS A STANDARD BRONZE DISK
 LS0610'SET IN OUTCROPPING ROCK WHICH PROJECTS 6 INCHES.  IT IS 7 FEET
 LS0610'NORTHEAST OF A WHITE WITNESS POST.
 LS0610'
 LS0610'REFERENCE MARK NO. 1, STAMPED COON NO 1 1957, IS A STANDARD
 LS0610'BRONZE DISK SET IN OUTCROPPING ROCK WHICH PROJECTS 2 INCHES.
 LS0610'IT IS ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 LS0610'
 LS0610'REFERENCE MARK NO. 2, STAMPED COON NO 2 1957, IS A STANDARD
 LS0610'BRONZE DISK SET IN OUTCROPPING ROCK WHICH PROJECTS 8 INCHES.
 LS0610'IT IS ABOUT 1-1/2 FEET LOWER THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0871 ***********************************************************************
 MT0871  DESIGNATION -  COON
 MT0871  PID         -  MT0871
 MT0871  STATE/COUNTY-  NV/ELKO
 MT0871  USGS QUAD   -  JARBIDGE SOUTH (1986)
 MT0871
 MT0871                         *CURRENT SURVEY CONTROL
 MT0871  ___________________________________________________________________
 MT0871* NAD 83(1994)-  41 48 29.24196(N)    115 28 07.08056(W)     ADJUSTED  
 MT0871* NAVD 88     -      2904.     (meters)    9528.     (feet)  SCALED    
 MT0871  ___________________________________________________________________
 MT0871  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 MT0871  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 MT0871
 MT0871  HORZ ORDER  -  THIRD
 MT0871
 MT0871.The horizontal coordinates were established by classical geodetic methods
 MT0871.and adjusted by the National Geodetic Survey in June 1998..
 MT0871
 MT0871.The orthometric height was scaled from a topographic map.
 MT0871
 MT0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0871
 MT0871.The geoid height was determined by GEOID03.
 MT0871
 MT0871;                    North         East     Units Scale Factor Converg.
 MT0871;SPC NV E     - 8,783,394.486   209,530.512   MT  0.99990112   +0 04 35.3
 MT0871;SPC NV E     -28,816,853.41    687,434.69   sFT  0.99990112   +0 04 35.3
 MT0871;UTM  11      - 4,629,606.063   627,206.132   MT  0.99979912   +1 01 15.6
 MT0871
 MT0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0871!SPC NV E     -   0.99954714  x   0.99990112  =   0.99944830
 MT0871!UTM  11      -   0.99954714  x   0.99979912  =   0.99934635
 MT0871
 MT0871|---------------------------------------------------------------------|
 MT0871| PID    Reference Object                     Distance      Geod. Az  |
 MT0871|                                                           dddmmss.s |
 MT0871| CS8452 COON RM 2                             4.840 METERS 14134     |
 MT0871| CS8451 COON RM 1                             5.480 METERS 22510     |
 MT0871|---------------------------------------------------------------------|
 MT0871
 MT0871                          SUPERSEDED SURVEY CONTROL
 MT0871
 MT0871  NAD 83(1986)-  41 48 29.23690(N)    115 28 07.07557(W) AD(       ) 3
 MT0871
 MT0871.Superseded values are not recommended for survey control.
 MT0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0871.See file dsdata.txt to determine how the superseded data were derived.
 MT0871
 MT0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG2720629606(NAD 83)
 MT0871_MARKER: DS = TRIANGULATION STATION DISK
 MT0871_SETTING: 80 = SET IN A BOULDER
 MT0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0871+STABILITY: SURFACE MOTION
 MT0871
 MT0871  HISTORY     - Date     Condition        Report By
 MT0871  HISTORY     - 1935     MONUMENTED       USGS
 MT0871  HISTORY     - 1939     GOOD             USGS
 MT0871
 MT0871                          STATION DESCRIPTION
 MT0871
 MT0871'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 MT0871'LOCATED 8 MI S. OF JARBIDGE POST OFFICE.  ON HIGHEST POINT ON COON
 MT0871'CREEK PEAK.
 MT0871'
 MT0871'TO REACH FROM JARBIDGE, DRIVE 8 MI S. ON JARBIDGE-DEETH RD. TO
 MT0871'BASE ON WEST SIDE OF HIGH SHARP ROCKY PEAK KNOWN LOCALLY AS COON
 MT0871'CREEK PEAK.  BEST ROUTE TO TOP IS UP WEST SLOPE.
 MT0871'
 MT0871'STATION MARK--STANDARD BRONZE TABLET STAMPED---COON RS 1935---,
 MT0871'CEMENTED IN ROCK UNDER 7-FT CAIRN.
 MT0871'
 MT0871'RM 1--STANDARD BRONZE RM TABLET STAMPED---NO 1 COON 1935---,
 MT0871'CEMENTED IN ROCK.
 MT0871'
 MT0871'RM 2--1-INCH DRILL HOLE 3 INCHES DEEP IN BOULDER.
 MT0871
 MT0871                          STATION RECOVERY (1939)
 MT0871
 MT0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1939
 MT0871'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0348 ***********************************************************************
 KP0348  DESIGNATION -  COPPER
 KP0348  PID         -  KP0348
 KP0348  STATE/COUNTY-  NV/WHITE PINE
 KP0348  USGS QUAD   -  MC GILL (1993)
 KP0348
 KP0348                         *CURRENT SURVEY CONTROL
 KP0348  ___________________________________________________________________
 KP0348* NAD 83(1994)-  39 29 21.45153(N)    114 45 59.16641(W)     ADJUSTED  
 KP0348* NAVD 88     -      1921.4    (meters)    6304.     (feet)  VERTCON   
 KP0348  ___________________________________________________________________
 KP0348  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 KP0348  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 KP0348
 KP0348  HORZ ORDER  -  SECOND
 KP0348
 KP0348.The horizontal coordinates were established by classical geodetic methods
 KP0348.and adjusted by the National Geodetic Survey in June 1998..
 KP0348
 KP0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0348
 KP0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0348
 KP0348.The geoid height was determined by GEOID03.
 KP0348
 KP0348;                    North         East     Units Scale Factor Converg.
 KP0348;SPC NV E     - 8,526,232.912   270,268.422   MT  0.99996077   +0 31 10.3
 KP0348;SPC NV E     -27,973,149.15    886,705.65   sFT  0.99996077   +0 31 10.3
 KP0348;UTM  11      - 4,373,457.681   692,078.577   MT  1.00005426   +1 25 15.0
 KP0348
 KP0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0348!SPC NV E     -   0.99970179  x   0.99996077  =   0.99966257
 KP0348!UTM  11      -   0.99970179  x   1.00005426  =   0.99975603
 KP0348
 KP0348|---------------------------------------------------------------------|
 KP0348| PID    Reference Object                     Distance      Geod. Az  |
 KP0348|                                                           dddmmss.s |
 KP0348| DC9998 COPPER RM 2                          11.582 METERS 00022     |
 KP0348| DC9997 COPPER RM 1                          10.501 METERS 09903     |
 KP0348| DC9996 COPPER AZ MK                                       1864230.6 |
 KP0348|---------------------------------------------------------------------|
 KP0348
 KP0348                          SUPERSEDED SURVEY CONTROL
 KP0348
 KP0348  NAD 83(1994)-  39 29 21.45094(N)    114 45 59.16682(W) AD(       ) 2
 KP0348  NAD 83(1986)-  39 29 21.44758(N)    114 45 59.16465(W) AD(       ) 2
 KP0348  NAD 27      -  39 29 21.67122(N)    114 45 56.10270(W) AD(       ) 2
 KP0348  NGVD 29 (07/19/86) 1920.2    (m)         6300.     (f) VERT ANG       
 KP0348
 KP0348.Superseded values are not recommended for survey control.
 KP0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0348.See file dsdata.txt to determine how the superseded data were derived.
 KP0348
 KP0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD9207973458(NAD 83)
 KP0348_MARKER: DS = TRIANGULATION STATION DISK
 KP0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0348_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KP0348
 KP0348  HISTORY     - Date     Condition        Report By
 KP0348  HISTORY     - 1954     MONUMENTED       CGS
 KP0348  HISTORY     - 1967     GOOD             CGS
 KP0348
 KP0348                          STATION DESCRIPTION
 KP0348
 KP0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0348'THE STATION IS LOCATED 5.75 MILES (BY ROAD) NORTH OF THE
 KP0348'LIBRARY IN MC GILL, ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 50
 KP0348'AND 93.
 KP0348'
 KP0348'TO REACH FROM THE LIBRARY IN MC GILL, GO NORTH ON U.S. HIGHWAY
 KP0348'50 AND 93 FOR 5.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 KP0348'CONTINUE NORTH FOR 0.35 MILE TO A GRAVELED CROSSROAD AND SIGN
 KP0348'DUCK CREEK FOREST CAMP (ON THE RIGHT) AND THE STATION IN
 KP0348'THE NORTHEAST CORNER OF THE INTERSECTION.
 KP0348'
 KP0348'THE STATION MARK, STAMPED COPPER 1954, IS A STANDARD DISK SET
 KP0348'IN A CONCRETE CYLINDER PROJECTING ABOUT 3 INCHES.  IT IS 147
 KP0348'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 50 AND 93, 82
 KP0348'FEET NORTH OF THE CENTER LINE OF THE GRAVELED ROAD AND 9-1/2
 KP0348'FEET EAST OF A WITNESS POST.
 KP0348'
 KP0348'REFERENCE MARK 1, STAMPED COPPER NO 1 1954, IS A STANDARD
 KP0348'DISK SET IN A CONCRETE CYLINDER PROJECTING ABOUT 1 INCH.
 KP0348'
 KP0348'REFERENCE MARK 2, STAMPED COPPER NO 2 1954, IS A STANDARD
 KP0348'DISK SET IN A CONCRETE CYLINDER PROJECTING ABOUT 3 INCHES.
 KP0348'
 KP0348'THE AZIMUTH MARK, STAMPED COPPER 1954, IS A STANDARD DISK CEMENTED
 KP0348'IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE CULVERT HEADWALL,
 KP0348'22 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 50 AND 93 AND
 KP0348'22 FEET NORTHWEST OF A WITNESS POST.
 KP0348
 KP0348                          STATION RECOVERY (1967)
 KP0348
 KP0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0348'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 KP0348'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 KP0348'DESCRIPTION FOLLOWS.
 KP0348'
 KP0348'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF MC GILL AND ON
 KP0348'THE EAST SIDE OF U.S. HIGHWAY 93.  ALTERNATE 50.
 KP0348'
 KP0348'TO REACH THE STATION FROM THE POST OFFICE IN MC GILL, GO
 KP0348'NORTH ON U.S. HIGHWAY 93.  ALTERNATE 50 FOR 5.4 MILES TO
 KP0348'A PAVED SIDE ROAD RIGHT AT A SIGN DUCK CREEK.  CONTINUE NORTH
 KP0348'ON U.S. HIGHWAY 93.  ALTERNATE 50 FOR 0.3 MILE TO THE AZIMUTH
 KP0348'MARK ON THE RIGHT.  CONTINUE NORTH ON U.S. HIGHWAY 93.  ALTERNATE
 KP0348'50 FOR 0.35 MILE TO A CROSSROAD AND THE STATION IN THE NORTHEAST
 KP0348'ANGLE OF THE INTERSECTION.
 KP0348'
 KP0348'THE STATION MARK IS A STANDARD DISK STAMPED COPPER 1954, SET
 KP0348'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 6 INCHES.  IT
 KP0348'IS 147 FEET EAST OF THE CENTER OF THE HIGHWAY, 82 FEET NORTH
 KP0348'OF THE CENTER OF THE GRAVELED ROAD AND 9.0 FEET EAST OF A
 KP0348'WITNESS POST.
 KP0348'
 KP0348'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COPPER NO 1 1954,
 KP0348'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.
 KP0348'IT IS 46.0 FEET EAST OF THE WITNESS POST.
 KP0348'
 KP0348'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COPPER NO 2 1954,
 KP0348'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
 KP0348'IT IS 37.6 FEET NORTH OF THE WITNESS POST.
 KP0348'
 KP0348'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COPPER 1954, SET IN A
 KP0348'DRILL HOLE IN THE EAST END OF A SMALL CONCRETE CULVERT.  IT
 KP0348'IS 22 FEET EAST OF THE CENTER OF THE HIGHWAY.
 KP0348'
 KP0348'THE DISTANCE BETWEEN R.M.S IS 55.01 FT. OR 16.766 M.
 KP0348'
 KP0348'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KP0348'
 KP0348'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 KP0348'NORTH OF MC GILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0853 ***********************************************************************
 MT0853  DESIGNATION -  COPPER
 MT0853  PID         -  MT0853
 MT0853  STATE/COUNTY-  NV/ELKO
 MT0853  USGS QUAD   -  COON CREEK (1986)
 MT0853
 MT0853                         *CURRENT SURVEY CONTROL
 MT0853  ___________________________________________________________________
 MT0853* NAD 83(1994)-  41 46 15.29953(N)    115 31 14.65016(W)     ADJUSTED  
 MT0853* NAVD 88     -      3022.6    (meters)    9917.     (feet)  VERTCON   
 MT0853  ___________________________________________________________________
 MT0853  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 MT0853  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 MT0853
 MT0853  HORZ ORDER  -  FIRST
 MT0853
 MT0853.The horizontal coordinates were established by classical geodetic methods
 MT0853.and adjusted by the National Geodetic Survey in June 1998..
 MT0853
 MT0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0853
 MT0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0853
 MT0853.The geoid height was determined by GEOID03.
 MT0853
 MT0853;                    North         East     Units Scale Factor Converg.
 MT0853;SPC NV E     - 8,779,257.967   205,204.263   MT  0.99990033   +0 02 30.1
 MT0853;SPC NV E     -28,803,282.18    673,240.99   sFT  0.99990033   +0 02 30.1
 MT0853;UTM  11      - 4,625,399.271   622,949.094   MT  0.99978602   +0 59 07.9
 MT0853
 MT0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0853!SPC NV E     -   0.99952864  x   0.99990033  =   0.99942901
 MT0853!UTM  11      -   0.99952864  x   0.99978602  =   0.99931476
 MT0853
 MT0853:                Primary Azimuth Mark                     Grid Az
 MT0853:SPC NV E     -  COPPER AZ MK                             047 30 25.9
 MT0853:UTM  11      -  COPPER AZ MK                             046 33 48.1
 MT0853
 MT0853|---------------------------------------------------------------------|
 MT0853| PID    Reference Object                     Distance      Geod. Az  |
 MT0853|                                                           dddmmss.s |
 MT0853| DC9999 COPPER AZ MK                                       0473256.0 |
 MT0853| DD4754 COPPER RM 1                           3.239 METERS 14742     |
 MT0853| DD4756 COPPER RM 3                           8.627 METERS 32659     |
 MT0853| DD4755 COPPER RM 2                           6.850 METERS 32729     |
 MT0853|---------------------------------------------------------------------|
 MT0853
 MT0853                          SUPERSEDED SURVEY CONTROL
 MT0853
 MT0853  NAD 83(1986)-  41 46 15.29455(N)    115 31 14.64511(W) AD(       ) 1
 MT0853  NAD 27      -  41 46 15.63328(N)    115 31 11.38488(W) AD(       ) 1
 MT0853  NGVD 29 (07/19/86) 3021.3    (m)         9912.     (f) VERT ANG       
 MT0853
 MT0853.Superseded values are not recommended for survey control.
 MT0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0853.See file dsdata.txt to determine how the superseded data were derived.
 MT0853
 MT0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG2294925399(NAD 83)
 MT0853_MARKER: DS = TRIANGULATION STATION DISK
 MT0853_SETTING: 80 = SET IN A BOULDER
 MT0853_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MT0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0853
 MT0853  HISTORY     - Date     Condition        Report By
 MT0853  HISTORY     - 1933     MONUMENTED       USGS
 MT0853  HISTORY     - 1935     GOOD             USGS
 MT0853  HISTORY     - 1939     GOOD             USGS
 MT0853  HISTORY     - 1948     GOOD             CGS
 MT0853  HISTORY     - 1968     GOOD             USGS
 MT0853  HISTORY     - 1968     GOOD             USGS
 MT0853
 MT0853                          STATION DESCRIPTION
 MT0853
 MT0853'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 MT0853'LOCATED ABOUT 11.2 MI N. OF J.M. PRUNTY RANCH, CHARLESTON.  ON
 MT0853'MOST SOUTHERLY HIGH POINT ON COPPER MOUNTAIN (ONLY BARE HIGH
 MT0853'POINT) KNOWN LOCALLY AS BALDY.
 MT0853'
 MT0853'TO REACH, LEAVE CHARLESTON-JARBIDGE RD. 3.5 MI N. OF J.M. PRUNTY
 MT0853'RANCH, THEN 1.6 MI N. ON BRUNEAU CANYON RD. TO E.Q. PRUNTY RANCH,
 MT0853'THEN 2.4 MI N. TO OLD P.R. (PINK) PRUNTY PLACE ON COPPER CREEK.
 MT0853'THEN 3.7 MI NE. UP COPPER CREEK TO BASE OF COPPER MOUNTAIN TO OLD
 MT0853'MINE BOILER.  HIKE 2 MI NE. AND 2000 FT HIGHER TO STATION.
 MT0853'
 MT0853'STATION MARK--STANDARD TABLET STAMPED---COPPER 1933---, CEMENTED IN
 MT0853'STONE SLAB UNDER 7-FT CAIRN.
 MT0853'
 MT0853'RM 1--STANDARD RM TABLET STAMPED---COPPER 1933---, CEMENTED IN
 MT0853'BEDROCK.
 MT0853'
 MT0853'RM 2--CHISELED CROSS IN OUTCROP.
 MT0853
 MT0853                          STATION RECOVERY (1935)
 MT0853
 MT0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935
 MT0853'RECOVERED AS DESCRIBED BY USGS.
 MT0853
 MT0853                          STATION RECOVERY (1939)
 MT0853
 MT0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1939
 MT0853'RECOVERED AS DESCRIBED BY USGS.
 MT0853
 MT0853                          STATION RECOVERY (1948)
 MT0853
 MT0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 MT0853'THE STATION IS ABOUT 9 MILES AIRLINE NORTH OF CHARLESTON POST
 MT0853'OFFICE (SHIVELY RANCH), AND ABOUT 9 MILES AIRLINE SOUTH-SOUTHWEST
 MT0853'OF JARBIDGE, AND ABOUT 2-1/2 MILES WEST OF THE JARBIDGE-CHARLESTON
 MT0853'ROAD, ON THE HIGHEST SOUTHERLY PEAK OF COPPER MOUNTAIN.
 MT0853'
 MT0853'TO REACH THE STATION FROM SHIVELY RANCH (CHARLESTON POST OFFICE)
 MT0853'GO NORTHERLY TOWARD JARBIDGE FOR 2.0 MILES TO A FORK.  KEEP
 MT0853'RIGHT, MAIN TRAVELED ROAD, FOR 12.6 MILES TO THE SUMMIT OF
 MT0853'PASS AND SIGN ON THE LEFT COPPER MTN.  TURN LEFT WESTERLY ON
 MT0853'TRACK ROAD AND GO DOWN GRADE FOR ABOUT 0.5 MILES TO A CABIN AND
 MT0853'END OF ROAD.  FROM THE CABIN PACK SOUTHWESTERLY ANGLING UP STEEP
 MT0853'GRASSY SLOPE FOR ABOUT 2 MILES TO THE SADDLE JUST NORTH OF THE
 MT0853'STATION PEAK, THEN SOUTHERLY ALONG CREST OF RIDGE TO HIGHEST
 MT0853'POINT AND STATION.  TO REACH FROM JARBIDGE GO SOUTHERLY TOWARDS
 MT0853'CHARLESTON FOR ABOUT 12 MILES TO THE SUMMIT OF PASS, SIGN AND TRACK
 MT0853'ROAD WESTERLY AND AS ABOVE.
 MT0853'
 MT0853'THE MARK IS A STANDARD BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY
 MT0853'SET IN A 1 X 1-1/2 FOOT BOULDER FLUSH WITH THE SURROUNDING
 MT0853'SURFACE, AND IS ON THE HIGHEST POINT OF A SHALE COVERED
 MT0853'PEAK.  IT IS STAMPED COPPER 1933.
 MT0853'
 MT0853'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK OF THE
 MT0853'U.S. GEOLOGICAL SURVEY SET IN BEDROCK FLUSH WITH THE SURROUNDING
 MT0853'SURFACE AND ABOUT 1-1/2 FEET LOWER THAN THE STATION.  IT IS
 MT0853'STAMPED COPPER 1933.
 MT0853'
 MT0853'REFERENCE MARK NO. 2 IS CROSS ON BEDROCK FLUSH WITH THE
 MT0853'SURROUNDING SURFACE AND ABOUT 2 FEET LOWER THAN THE STATION.
 MT0853'
 MT0853'REFERENCE MARK NO. 3 IS A STANDARD BRONZE REFERENCE DISK OF THE
 MT0853'U.S. COAST AND GEODETIC SURVEY SET IN OUTCROP PROJECTING ABOUT
 MT0853'6 INCHES AND IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS
 MT0853'STAMPED COPPER USGS NO 3 1947.
 MT0853'
 MT0853'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN OUTCROP
 MT0853'PROJECTING ABOUT 1 FOOT ON THE LOWER SIDE AND FLUSH ON THE UPPER
 MT0853'SIDE, AND IS ABOUT 300 YARDS EAST OF THE ROAD AT THE SUMMIT AND
 MT0853'SIGN COPPER MTN. ON THE WAY TO THE STATION.  IT IS ON THE SIDE
 MT0853'AND ABOUT 100 FEET WEST OF THE HIGHEST POINT OF AN OUTCROP
 MT0853'COVERED KNOLL.  IT IS STAMPED COPPER 1947.
 MT0853
 MT0853                          STATION RECOVERY (1968)
 MT0853
 MT0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0853'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 MT0853'NOT FOUND.
 MT0853
 MT0853                          STATION RECOVERY (1968)
 MT0853
 MT0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0853'DESCRIBED BY USGS.  RM 1 NOT FOUND.  RECOVERED BY NGS IN 1948.
 MT0853'
 MT0853'RM 3--NGS BRONZE RM DISK STAMPED---COPPER USGS NO 3 1947---, IN
 MT0853'OUTCROP PROJECTING ABOUT 6 INCHES, ABOUT 2 FT LOWER THAN STATION
 MT0853'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1323 ***********************************************************************
 JR1323  DESIGNATION -  COPPER
 JR1323  PID         -  JR1323
 JR1323  STATE/COUNTY-  NV/MINERAL
 JR1323  USGS QUAD   -  GHOST DANCE RIDGE (1987)
 JR1323
 JR1323                         *CURRENT SURVEY CONTROL
 JR1323  ___________________________________________________________________
 JR1323* NAD 83(1994)-  38 45 53.26993(N)    118 36 17.81077(W)     ADJUSTED  
 JR1323* NAVD 88     -      2004.6    (meters)    6577.     (feet)  VERTCON   
 JR1323  ___________________________________________________________________
 JR1323  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 JR1323  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 JR1323
 JR1323  HORZ ORDER  -  THIRD
 JR1323
 JR1323.The horizontal coordinates were established by classical geodetic methods
 JR1323.and adjusted by the National Geodetic Survey in June 1998..
 JR1323
 JR1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1323
 JR1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1323
 JR1323.The geoid height was determined by GEOID03.
 JR1323
 JR1323;                    North         East     Units Scale Factor Converg.
 JR1323;SPC NV W     - 4,445,490.699   798,121.653   MT  0.99990004   -0 00 48.7
 JR1323;SPC NV W     -14,584,914.07  2,618,504.12   sFT  0.99990004   -0 00 48.7
 JR1323;UTM  11      - 4,291,899.368   360,561.872   MT  0.99983943   -1 00 18.2
 JR1323
 JR1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1323!SPC NV W     -   0.99968945  x   0.99990004  =   0.99958952
 JR1323!UTM  11      -   0.99968945  x   0.99983943  =   0.99952893
 JR1323
 JR1323:                Primary Azimuth Mark                     Grid Az
 JR1323:SPC NV W     -  MOUNT GRANT                              217 00 05.7
 JR1323:UTM  11      -  MOUNT GRANT                              217 59 35.2
 JR1323
 JR1323|---------------------------------------------------------------------|
 JR1323| PID    Reference Object                     Distance      Geod. Az  |
 JR1323|                                                           dddmmss.s |
 JR1323| JR1054 MOUNT GRANT                         APPROX.27.0 KM 2165917.0 |
 JR1323|---------------------------------------------------------------------|
 JR1323
 JR1323                          SUPERSEDED SURVEY CONTROL
 JR1323
 JR1323  NAD 83(1992)-  38 45 53.27488(N)    118 36 17.81755(W) AD(       ) 3
 JR1323  NGVD 29 (06/01/94) 2003.5    (m)         6573.     (f) VERT ANG       
 JR1323
 JR1323.Superseded values are not recommended for survey control.
 JR1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1323.See file dsdata.txt to determine how the superseded data were derived.
 JR1323
 JR1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC6056291899(NAD 83)
 JR1323_MARKER: DD = SURVEY DISK
 JR1323_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JR1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1323
 JR1323  HISTORY     - Date     Condition        Report By
 JR1323  HISTORY     - 1954     MONUMENTED       USGS
 JR1323
 JR1323                          STATION DESCRIPTION
 JR1323
 JR1323'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JR1323'LOCATED ABOUT 11.4 MI. N. OF THORNE RR. STATION, AND 3.5 MI. E. OF
 JR1323'E. EDGE OF WALKER LAKE, ON TOP OF HIGHEST POINT IN VICINITY, STATION
 JR1323'IS 25 FT. W. OF HIGHEST POINT OF TOP AND ABOUT 0.3 FT. LOWER.
 JR1323'
 JR1323'TO REACH FROM RR. STATION AT THORNE, DRIVE NE. ON RYAN CANYON RD.
 JR1323'FOR 12.4 MI. TO RD. FORK, TURN LEFT ON GRADED COUNTY RD. WHICH LEADS
 JR1323'TO WILDHORSE CANYON FOR 6.1 MI. TO RD. IN WASH, TURN LEFT AND DRIVE
 JR1323'UP GRADED RD. LEADING UP N. SIDE OF MOUNTAIN TO OLD MINES FOR 0.9 MI.
 JR1323'TO WHERE DIM TRAIL LEAVES GRADED RD. IN SMALL WASH.  (FOUR WHEEL
 JR1323'DRIVE NEEDED FROM THIS POINT.)  FOLLOW OLD TRAIL UP SIDE OF MOUNTAIN
 JR1323'FOR 0.8 MI. TO WHERE TRAIL FLATTENS ON A NARROW RIDGE.  LEAVE VEHICLE
 JR1323'AND WALK UP TRAIL TO TOP AND STATION MARK.  A 10 MIN. PACK.
 JR1323'
 JR1323'STATION MARK--ALUMINUM TABLET STAMPED----COPPER 1954----CEMENTED IN
 JR1323'SOLID ROCK.
 JR1323'
 JR1323'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN W. SIDE OF
 JR1323'LARGE SLANTED ROCK, 17.30 FT. FROM STATION MARK 40 DEGREES 46 MINUTES.
 JR1323'
 JR1323'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN W. SIDE OF
 JR1323'SOLID ROCK, 16.90 FT. FROM STATION MARK 292 DEGREES 22 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0852 ***********************************************************************
 MT0852  DESIGNATION -  COPPER CAIRN
 MT0852  PID         -  MT0852
 MT0852  STATE/COUNTY-  NV/ELKO
 MT0852  USGS QUAD   -  COON CREEK (1986)
 MT0852
 MT0852                         *CURRENT SURVEY CONTROL
 MT0852  ___________________________________________________________________
 MT0852* NAD 83(1994)-  41 46 15.95217(N)    115 31 14.68315(W)     ADJUSTED  
 MT0852* NAVD 88     -      3022.     (meters)    9915.     (feet)  SCALED    
 MT0852  ___________________________________________________________________
 MT0852  LAPLACE CORR-           6.99  (seconds)                    DEFLEC99
 MT0852  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 MT0852
 MT0852  HORZ ORDER  -  THIRD
 MT0852
 MT0852.The horizontal coordinates were established by classical geodetic methods
 MT0852.and adjusted by the National Geodetic Survey in June 1998..
 MT0852.No horizontal observational check was made to the station.
 MT0852
 MT0852.The orthometric height was scaled from a topographic map.
 MT0852
 MT0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0852
 MT0852.The geoid height was determined by GEOID03.
 MT0852
 MT0852;                    North         East     Units Scale Factor Converg.
 MT0852;SPC NV E     - 8,779,278.100   205,203.487   MT  0.99990033   +0 02 30.1
 MT0852;SPC NV E     -28,803,348.23    673,238.44   sFT  0.99990033   +0 02 30.1
 MT0852;UTM  11      - 4,625,419.387   622,947.986   MT  0.99978601   +0 59 07.9
 MT0852
 MT0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0852!SPC NV E     -   0.99952868  x   0.99990033  =   0.99942906
 MT0852!UTM  11      -   0.99952868  x   0.99978601  =   0.99931480
 MT0852
 MT0852                          SUPERSEDED SURVEY CONTROL
 MT0852
 MT0852  NAD 83(1986)-  41 46 15.94719(N)    115 31 14.67810(W) AD(       ) 4
 MT0852  NAD 27      -  41 46 16.28592(N)    115 31 11.41786(W) AD(       ) 3
 MT0852
 MT0852.Superseded values are not recommended for survey control.
 MT0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0852.See file dsdata.txt to determine how the superseded data were derived.
 MT0852
 MT0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG2294825419(NAD 83)
 MT0852_MARKER: 72 = CAIRN
 MT0852
 MT0852  HISTORY     - Date     Condition        Report By
 MT0852  HISTORY     - 1948     FIRST OBSERVED   CGS
 MT0852
 MT0852                          STATION DESCRIPTION
 MT0852
 MT0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MT0852'THE STATION IS ABOUT 9 MILES AIRLINE NORTH OF CHARLESTON POST
 MT0852'OFFICE (SHIVELY RANCH), AND ABOUT 9 MILES AIRLINE SOUTH-SOUTHWEST
 MT0852'OF JARBIDGE, AND ABOUT 2-1/2 MILES WEST OF THE JARBIDGE-CHARLESTON
 MT0852'ROAD, ON THE HIGHEST SOUTHERLY PEAK OF COPPER MOUNTAIN.
 MT0852'
 MT0852'TO REACH THE STATION FROM SHIVELY RANCH (CHARLESTON POST OFFICE)
 MT0852'GO NORTHERLY TOWARD JARBIDGE FOR 2.0 MILES TO A FORK.  KEEP
 MT0852'RIGHT, MAIN TRAVELED ROAD, FOR 12.6 MILES TO THE SUMMIT OF
 MT0852'PASS AND SIGN ON THE LEFT COPPER MTN.  TURN LEFT WESTERLY ON
 MT0852'TRACK ROAD AND GO DOWN GRADE FOR ABOUT 0.5 MILES TO A CABIN AND
 MT0852'END OF ROAD.  FROM THE CABIN PACK SOUTHWESTERLY ANGLING UP STEEP
 MT0852'GRASSY SLOPE FOR ABOUT 2 MILES TO THE SADDLE JUST NORTH OF THE
 MT0852'STATION PEAK, THEN SOUTHERLY ALONG CREST OF RIDGE TO HIGHEST
 MT0852'POINT AND STATION.  TO REACH FROM JARBIDGE GO SOUTHERLY TOWARDS
 MT0852'CHARLESTON FOR ABOUT 12 MILES TO THE SUMMIT OF PASS, SIGN AND TRACK
 MT0852'ROAD WESTERLY AND AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0937 ***********************************************************************
 LR0937  DESIGNATION -  COPPER NAIL
 LR0937  PID         -  LR0937
 LR0937  STATE/COUNTY-  NV/HUMBOLDT
 LR0937  USGS QUAD   -  ELLISON (1981)
 LR0937
 LR0937                         *CURRENT SURVEY CONTROL
 LR0937  ___________________________________________________________________
 LR0937* NAD 83(1986)-  40 45 18.     (N)    117 01 18.     (W)     SCALED    
 LR0937* NAVD 88     -      1363.210  (meters)    4472.46   (feet)  POSTED    
 LR0937  ___________________________________________________________________
 LR0937  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 LR0937  DYNAMIC HT  -        1362.140 (meters)    4468.95  (feet)  COMP
 LR0937  MODELED GRAV-     979,794.7   (mgal)                       NAVD 88
 LR0937
 LR0937  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0937
 LR0937.The horizontal coordinates were scaled from a topographic map and have
 LR0937.an estimated accuracy of +/- 6 seconds.
 LR0937
 LR0937.The orthometric height was determined by differential leveling
 LR0937.and adjusted by the National Geodetic Survey in 1992..
 LR0937.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0937.rate of 0.0 thru 1.0 mm/km.
 LR0937
 LR0937.The geoid height was determined by GEOID03.
 LR0937
 LR0937.The dynamic height is computed by dividing the NAVD 88
 LR0937.geopotential number by the normal gravity value computed on the
 LR0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0937.degrees latitude (g = 980.6199 gals.).
 LR0937
 LR0937.The modeled gravity was interpolated from observed gravity values.
 LR0937
 LR0937;                    North         East    Units  Estimated Accuracy
 LR0937;SPC NV W     - 4,667,610.      931,870.      MT  (+/- 180 meters Scaled)
 LR0937
 LR0937                          SUPERSEDED SURVEY CONTROL
 LR0937
 LR0937.No superseded survey control is available for this station.
 LR0937
 LR0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF981115(NAD 83)
 LR0937_MARKER: N = NAIL
 LR0937_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0937_SP_SET: BRIDGE
 LR0937_MARK LOGO: NONE  
 LR0937_MAGNETIC: I = MARKER IS A STEEL ROD
 LR0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0937+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0937
 LR0937  HISTORY     - Date     Condition        Report By
 LR0937  HISTORY     - 1963     MONUMENTED       USGS
 LR0937
 LR0937                          STATION DESCRIPTION
 LR0937
 LR0937'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0937'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0937'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 2.3 MILES NORTHEAST
 LR0937'ALONG ROAD, 0.4 MILES NORTHEAST OF TRIANGULATION STATION SAM, ON THE
 LR0937'SOUTHWEST CORNER OF A BRIDGE, COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0610 ***********************************************************************
 LQ0610  DESIGNATION -  COR
 LQ0610  PID         -  LQ0610
 LQ0610  STATE/COUNTY-  NV/ELKO
 LQ0610  USGS QUAD   -  WENDOVER SE (1972)
 LQ0610
 LQ0610                         *CURRENT SURVEY CONTROL
 LQ0610  ___________________________________________________________________
 LQ0610* NAD 83(1994)-  40 30 20.29435(N)    114 02 43.47333(W)     ADJUSTED  
 LQ0610* NAVD 88     -      1296.     (meters)    4252.     (feet)  SCALED    
 LQ0610  ___________________________________________________________________
 LQ0610  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 LQ0610  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 LQ0610
 LQ0610  HORZ ORDER  -  FIRST
 LQ0610
 LQ0610.The horizontal coordinates were established by classical geodetic methods
 LQ0610.and adjusted by the National Geodetic Survey in June 1998..
 LQ0610
 LQ0610.The orthometric height was scaled from a topographic map.
 LQ0610
 LQ0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0610
 LQ0610.The geoid height was determined by GEOID03.
 LQ0610
 LQ0610;                    North         East     Units Scale Factor Converg.
 LQ0610;SPC NV E     - 8,639,888.922   330,344.915   MT  1.00010907   +0 59 56.6
 LQ0610;SPC NV E     -28,346,035.57  1,083,806.61   sFT  1.00010907   +0 59 56.6
 LQ0610;SPC UT C     - 2,244,242.677   284,285.591   MT  0.99996728   -1 37 49.9
 LQ0610;UTM  11      - 4,488,075.132   750,350.456   MT  1.00037155   +1 55 12.3
 LQ0610;UTM  12      - 4,488,337.121   241,953.119   MT  1.00041973   -1 58 45.0
 LQ0610
 LQ0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0610!SPC NV E     -   0.99979967  x   1.00010907  =   0.99990872
 LQ0610!SPC UT C     -   0.99979967  x   0.99996728  =   0.99976696
 LQ0610!UTM  11      -   0.99979967  x   1.00037155  =   1.00017115
 LQ0610!UTM  12      -   0.99979967  x   1.00041973  =   1.00021932
 LQ0610
 LQ0610|---------------------------------------------------------------------|
 LQ0610| PID    Reference Object                     Distance      Geod. Az  |
 LQ0610|                                                           dddmmss.s |
 LQ0610| DD4758 COR RM 1                             14.350 METERS 00630     |
 LQ0610| LQ0611 T31N R70E SEC 34 SC NV UT             1.396 METERS 08125     |
 LQ0610| DD4757 T31N R70E SEC 34 SC NV UT                          2712227.7 |
 LQ0610| DD4759 COR RM 2                             16.957 METERS 27251     |
 LQ0610|---------------------------------------------------------------------|
 LQ0610
 LQ0610                          SUPERSEDED SURVEY CONTROL
 LQ0610
 LQ0610  NAD 83(1994)-  40 30 20.29435(N)    114 02 43.47315(W) AD(       ) 1
 LQ0610  NAD 83(1986)-  40 30 20.28664(N)    114 02 43.46818(W) AD(       ) 1
 LQ0610  NAD 27      -  40 30 20.53084(N)    114 02 40.43382(W) AD(       ) 1
 LQ0610
 LQ0610.Superseded values are not recommended for survey control.
 LQ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0610.See file dsdata.txt to determine how the superseded data were derived.
 LQ0610
 LQ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE5035088075(NAD 83)
 LQ0610_MARKER: DS = TRIANGULATION STATION DISK
 LQ0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0610
 LQ0610  HISTORY     - Date     Condition        Report By
 LQ0610  HISTORY     - 1940     MONUMENTED       CGS
 LQ0610  HISTORY     - 1944     GOOD             CGS
 LQ0610  HISTORY     - 1983     POOR             DMA
 LQ0610
 LQ0610                          STATION DESCRIPTION
 LQ0610
 LQ0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LQ0610'STATION IS ABOUT 15-1/2 MILES DUE S OF WENDOVER, AT SE CORNER OF
 LQ0610'FRACTIONAL SEC. 34, T 31 N, R 70 E, (NEVADA), AND ABOUT 1/2 MILE
 LQ0610'N OF SALT SPRING, ON FLAT GROUND ABOUT 70 YARDS E OF THE ABANDONED
 LQ0610'DEEP CREEK RAILROAD.
 LQ0610'
 LQ0610'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LQ0610'DISKS SET IN CONCRETE.
 LQ0610'
 LQ0610'AZIMUTH MARK IS A GENERAL LAND OFFICE CORNER POST.
 LQ0610'
 LQ0610'THERE IS A 4- BY 4- INCH WHITE POST, 3.3 FEET NNW OF REFERENCE
 LQ0610'MARK NO. 2 AND A RAILROAD TIE SET IN GROUND, PROJECTING 6 FEET,
 LQ0610'WHICH IS 13.4 FEET E OF STATION MARK.  GENERAL LAND OFFICE
 LQ0610'POST 4.580 FEET E OF STATION IS STAMPED, S C, T 31 N, R 70 E,
 LQ0610'S 34, NEV CC, UTAH.
 LQ0610'
 LQ0610'REACHED FROM WENDOVER, GO W ON U.S. HIGHWAY 40, 1.0 MILE TO
 LQ0610'THE JUNCTION WITH U.S. HIGHWAY 50.  THENCE S ON U.S. HIGHWAY
 LQ0610'50, 16.7 MILES TO A TRAIL ROAD LEFT JUST BEYOND A WASH, SIGN
 LQ0610'SALT SPRINGS.  GO E ON TRAIL ROAD, KEEPING THE MAIN RIGHT
 LQ0610'HAND ROAD, 4.6 MILES TO A SECTION CORNER POST ON THE LEFT,
 LQ0610'10 FEET E OF THE ROAD (SOUTH CORNER, SECTIONS 38 AND 34, TWP
 LQ0610'31 N, R 20 E) (USED AS AZIMUTH MARK), CONTINUE SE 0.7 MILE
 LQ0610'WHERE ROAD NEARS THE OLD RAILROAD GRADE, TURN SHARP LEFT ALONG
 LQ0610'RAILROAD 0.55 MILE, STATION IS 70 YARDS E OF RAILROAD GRADE
 LQ0610'AT THIS POINT, CAN BE DRIVEN TO IN DRY WEATHER.
 LQ0610
 LQ0610                          STATION RECOVERY (1944)
 LQ0610
 LQ0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 LQ0610'STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED
 LQ0610'AND FOUND TO BE IN GOOD CONDITION.  THE 4- BY 4-INCH WITNESS POST,
 LQ0610'THE RAILROAD TIE, AND THE G.L.O. POST E OF THE STATION ARE STILL
 LQ0610'IN PLACE.
 LQ0610'
 LQ0610'STATION IS ABOUT 70 FEET E OF THE BED OF THE ABANDONED DEEP
 LQ0610'CREEK RAILROAD, NOT 70 YARDS.
 LQ0610'
 LQ0610'STATION IS REACHED AS DESCRIBED IN 1940 WITH THE EXCEPTION THAT
 LQ0610'THERE IS NO SIGN SALT SPRINGS AT THE PLACE STATED.
 LQ0610
 LQ0610                          STATION RECOVERY (1983)
 LQ0610
 LQ0610'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (DAC)
 LQ0610'STATION RECOVERED POOR.
 LQ0610'
 LQ0610'TOP OF MONUMENT IS BROKEN OFF RM NO 2 ALSO HAS TOP BROKEN OFF.
 LQ0610'
 LQ0610'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0362 ***********************************************************************
 HP0362  DESIGNATION -  CORAL
 HP0362  PID         -  HP0362
 HP0362  STATE/COUNTY-  NV/LINCOLN
 HP0362  USGS QUAD   -  MURPHY GAP SE (1985)
 HP0362
 HP0362                         *CURRENT SURVEY CONTROL
 HP0362  ___________________________________________________________________
 HP0362* NAD 83(1994)-  37 49 49.31911(N)    115 20 52.28085(W)     ADJUSTED  
 HP0362* NAVD 88     -      1550.3    (meters)    5086.     (feet)  VERTCON   
 HP0362  ___________________________________________________________________
 HP0362  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 HP0362  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 HP0362
 HP0362  HORZ ORDER  -  SECOND
 HP0362
 HP0362.The horizontal coordinates were established by classical geodetic methods
 HP0362.and adjusted by the National Geodetic Survey in June 1998..
 HP0362
 HP0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0362
 HP0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0362
 HP0362.The geoid height was determined by GEOID03.
 HP0362
 HP0362;                    North         East     Units Scale Factor Converg.
 HP0362;SPC NV E     - 8,341,803.175   220,728.065   MT  0.99990529   +0 08 39.9
 HP0362;SPC NV E     -27,368,065.92    724,171.99   sFT  0.99990529   +0 08 39.9
 HP0362;UTM  11      - 4,188,279.962   645,392.379   MT  0.99986037   +1 00 48.5
 HP0362
 HP0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0362!SPC NV E     -   0.99976062  x   0.99990529  =   0.99966593
 HP0362!UTM  11      -   0.99976062  x   0.99986037  =   0.99962102
 HP0362
 HP0362:                Primary Azimuth Mark                     Grid Az
 HP0362:SPC NV E     -  CORAL AZ MK                              039 56 20.3
 HP0362:UTM  11      -  CORAL AZ MK                              039 04 11.7
 HP0362
 HP0362|---------------------------------------------------------------------|
 HP0362| PID    Reference Object                     Distance      Geod. Az  |
 HP0362|                                                           dddmmss.s |
 HP0362| DD4760 CORAL AZ MK                                        0400500.2 |
 HP0362| DD4762 CORAL RM 2                            7.308 METERS 06551     |
 HP0362| DD4761 CORAL RM 1                           10.068 METERS 16856     |
 HP0362|---------------------------------------------------------------------|
 HP0362
 HP0362                          SUPERSEDED SURVEY CONTROL
 HP0362
 HP0362  NAD 83(1994)-  37 49 49.31295(N)    115 20 52.28179(W) AD(       ) 2
 HP0362  NAD 83(1986)-  37 49 49.31455(N)    115 20 52.27608(W) AD(       ) 2
 HP0362  NAD 27      -  37 49 49.47700(N)    115 20 49.16600(W) AD(       ) 2
 HP0362  NGVD 29 (07/19/86) 1549.3    (m)         5083.     (f) VERT ANG       
 HP0362
 HP0362.Superseded values are not recommended for survey control.
 HP0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0362.See file dsdata.txt to determine how the superseded data were derived.
 HP0362
 HP0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB4539288280(NAD 83)
 HP0362_MARKER: DS = TRIANGULATION STATION DISK
 HP0362_SETTING: 0 = UNSPECIFIED SETTING
 HP0362
 HP0362  HISTORY     - Date     Condition        Report By
 HP0362  HISTORY     - 1955     MONUMENTED       CGS
 HP0362
 HP0362                          STATION DESCRIPTION
 HP0362
 HP0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 HP0362'THE STATION IS LOCATED IN CORAL VALLEY, ABOUT 48 MI. (AIRLINE)
 HP0362'W-NW OF CALIENTE, 18 MI. N-NW OF HIKO, 24 FT. W OF THE APPROXIMATE
 HP0362'CENTER OF A N-S ROAD, 20 FT. E OF A NW-SE TRACK ROAD, AND 6
 HP0362'FT. NE OF A WHITE WITNESS POST.
 HP0362'
 HP0362'TO REACH THE STATION FROM THE POST OFFICE IN HIKO (ABOUT 2.7
 HP0362'MI. NW ON STATE HIGHWAY 38 FROM THE JUNCTION OF U.S. HIGHWAY
 HP0362'93 AND STATE HIGHWAYS 25 AND 38), GO N ON STATE HIGHWAY 38
 HP0362'TO THE END OF THE PAVEMENT, AND THEN ON THE GRAVEL ROAD FOR
 HP0362'6.1 MI. TO A FORK AND SIGNS SHARP ELY AND SOUTHPAW MINE.
 HP0362'TAKE THE LEFT FORK N FOR 4.0 MI. TO A FORK.  CONTINUE AHEAD
 HP0362'ON THE MAIN TRAVELED ROAD W FOR 5.2 MI. TO A FORK.  TAKE THE
 HP0362'RIGHT FORK N FOR 2.8 MI. TO A FORK.  TAKE THE RIGHT FORK
 HP0362'FOR 5.0 MI. TO A FORK AND THE STATION.  TO REACH THE AZIMUTH
 HP0362'MARK, TAKE THE RIGHT FORK AND GO 0.35 MI. TO THE AZIMUTH
 HP0362'MARK ON THE RIGHT (E) SIDE OF THE ROAD.
 HP0362'
 HP0362'THE STATION MARK, A STANDARD DISK, STAMPED CORAL 1955, IS
 HP0362'SECURED TO THE TOP OF A 2-IN. SOIL PIPE THAT PROJECTS 4 IN.
 HP0362'ABOVE THE GROUND.
 HP0362'
 HP0362'REFERENCE MARK 1, A STANDARD DISK, STAMPED CORAL NO 1 1955,
 HP0362'IS SECURED TO THE TOP OF A 2-IN. SOIL PIPE THAT PROJECTS
 HP0362'4 IN. ABOVE THE GROUND.  IT IS ABOUT 19 FT. W OF THE APPROXIMATE
 HP0362'CENTER OF A N-S ROAD, AND 12 FT. NE OF A NW-SE ROAD.
 HP0362'
 HP0362'REFERENCE MARK 2, A STANDARD DISK, STAMPED CORAL NO 2 1955,
 HP0362'IS SECURED TO THE TOP OF A 2-IN. SOIL PIPE THAT PROJECTS 4 IN.
 HP0362'ABOVE THE GROUND.  IT IS 15 FT. W OF THE APPROXIMATE CENTER
 HP0362'OF A ROAD.
 HP0362'
 HP0362'THE AZIMUTH MARK, A STANDARD DISK, STAMPED CORAL 1955, IS
 HP0362'SECURED TO THE TOP OF A 2-IN. SOIL PIPE THAT PROJECTS 8 IN.
 HP0362'ABOVE THE GROUND.  IT IS 42 FT. E OF THE APPROXIMATE CENTER
 HP0362'OF A ROAD, AND 2 FT. W OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0445 ***********************************************************************
 MU0445  DESIGNATION -  CORDERO
 MU0445  PID         -  MU0445
 MU0445  STATE/COUNTY-  NV/HUMBOLDT
 MU0445  USGS QUAD   -  CORDERO MINE (1991)
 MU0445
 MU0445                         *CURRENT SURVEY CONTROL
 MU0445  ___________________________________________________________________
 MU0445* NAD 83(1994)-  41 54 53.95679(N)    117 47 07.00130(W)     ADJUSTED  
 MU0445* NAVD 88     -      1541.9    (meters)    5059.     (feet)  VERTCON   
 MU0445  ___________________________________________________________________
 MU0445  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 MU0445  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 MU0445
 MU0445  HORZ ORDER  -  FIRST
 MU0445
 MU0445.The horizontal coordinates were established by classical geodetic methods
 MU0445.and adjusted by the National Geodetic Survey in June 1998..
 MU0445
 MU0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0445
 MU0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0445
 MU0445.The geoid height was determined by GEOID03.
 MU0445
 MU0445;                    North         East     Units Scale Factor Converg.
 MU0445;SPC NV W     - 4,795,564.527   866,201.027   MT  0.99995391   +0 31 59.3
 MU0445;SPC NV W     -15,733,447.95  2,841,861.20   sFT  0.99995391   +0 31 59.3
 MU0445;SPC OR S     -    31,236.259 1,725,206.063   MT  1.00013150   +1 51 26.2
 MU0445;SPC OR S     -   102,481.16  5,660,124.88   iFT  1.00013150   +1 51 26.2
 MU0445;UTM  11      - 4,640,635.639   434,878.419   MT  0.99965218   -0 31 28.6
 MU0445
 MU0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0445!SPC NV W     -   0.99976120  x   0.99995391  =   0.99971512
 MU0445!SPC OR S     -   0.99976120  x   1.00013150  =   0.99989267
 MU0445!UTM  11      -   0.99976120  x   0.99965218  =   0.99941346
 MU0445
 MU0445|---------------------------------------------------------------------|
 MU0445| PID    Reference Object                     Distance      Geod. Az  |
 MU0445|                                                           dddmmss.s |
 MU0445| CD6264 CORDERO RM 1                          7.888 METERS 09312     |
 MU0445| CD6265 CORDERO RM 2                          6.698 METERS 23447     |
 MU0445| CD6263 CORDERO AZ MK                                      3022851.8 |
 MU0445|---------------------------------------------------------------------|
 MU0445
 MU0445                          SUPERSEDED SURVEY CONTROL
 MU0445
 MU0445  NAD 83(1991)-  41 54 53.95696(N)    117 47 07.00153(W) AD(       ) 1
 MU0445  NAD 83(1986)-  41 54 53.96532(N)    117 47 07.00349(W) AD(       ) 1
 MU0445  NAD 27      -  41 54 54.35700(N)    117 47 03.47600(W) AD(       ) 1
 MU0445  NGVD 29 (07/19/86) 1540.8    (m)         5055.     (f) VERT ANG       
 MU0445
 MU0445.Superseded values are not recommended for survey control.
 MU0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0445.See file dsdata.txt to determine how the superseded data were derived.
 MU0445
 MU0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG3487840636(NAD 83)
 MU0445_MARKER: DS = TRIANGULATION STATION DISK
 MU0445_SETTING: 80 = SET IN A BOULDER
 MU0445_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MU0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0445
 MU0445  HISTORY     - Date     Condition        Report By
 MU0445  HISTORY     - 1956     MONUMENTED       CGS
 MU0445  HISTORY     - 1958     GOOD             USGS
 MU0445
 MU0445                          STATION DESCRIPTION
 MU0445
 MU0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MU0445'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF THE VILLAGE
 MU0445'OF MC DERMITT, NEVADA, ABOUT 6 MILES SOUTH OF THE OREGON-NEVADA
 MU0445'STATE LINE, ABOUT 4.5 MILES WEST OF U.S. HIGHWAY 95, AND
 MU0445'ABOUT 1.5 MILES EAST OF THE CORDERO MINE.  IT IS ON THE
 MU0445'HIGHEST POINT OF A ROUND, LOW FLAT-TOPPED BUTTE WHICH IS
 MU0445'SITUATED ON A RIDGE THAT EXTENDS NORTHEAST FROM HIGHER
 MU0445'ELEVATIONS.
 MU0445'
 MU0445'TO REACH FROM THE POST OFFICE IN MC DERMITT, NEVADA GO WEST
 MU0445'ON THE MAIN STREET AND A BLADED ROAD FOR 4.6 MILES TO A FORK.
 MU0445'TAKE THE LEFT FORK (TOWARD CORDERO MINE) FOR 6.35 MILES TO
 MU0445'THE CONCRETE-BLOCK LIVING QUARTERS AT THE SOUTHEAST CORNER
 MU0445'OF THE MINING AREA.  TURN LEFT (EAST) ON A TRACK ROAD AND GO
 MU0445'0.3 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD (EAST) FOR
 MU0445'0.15 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTH-NORTHEAST
 MU0445'THENCE CURVE SOUTHERLY THENCE EAST ON A DIM TRACK ROAD FOR
 MU0445'A TOTAL DISTANCE OF 1.0 MILE TO THE AZIMUTH MARK ON THE
 MU0445'RIGHT (SOUTH) SIDE OF THE ROAD.  CONTINUE EASTERLY, UP THE
 MU0445'RIDGE, FOR 0.5 MILE TO THE END OF TRUCK TRAVEL AT THE RIM
 MU0445'ROCK AT THE NORTH SIDE OF THE BUTTE.  PACK SOUTH TO THE
 MU0445'HIGHEST POINT AND THE STATION.  THIS IS A 5-MINUTE PACK WITH
 MU0445'A 4-WHEEL DRIVE VEHICLE OR A 20 MINUTE PACK WITH A
 MU0445'2-WHEEL DRIVE VEHICLE.
 MU0445'
 MU0445'THE STATION MARK, A STANDARD DISK STAMPED CORDERO 1956, IS
 MU0445'SET IN THE TOP OF A BOULDER THAT PROJECTS 5 INCHES ABOVE THE
 MU0445'GROUND.  THE MARK IS NEAR THE HIGHEST POINT OF THE BUTTE AND
 MU0445'IS 15 FEET NORTHWEST OF A LOW PILE OF ROCKS.
 MU0445'
 MU0445'REFERENCE MARK 1, A STANDARD DISK STAMPED CORDERO NO 1 1956,
 MU0445'IS SET IN THE TOP OF AN OUTCROP THAT IS FLUSH WITH THE GROUND
 MU0445'ON THE WEST SIDE AND PROJECTS 10 INCHES ON THE EAST SIDE.
 MU0445'THE MARK IS APPROXIMATELY 1 FOOT LOWER IN ELEVATION THAN THE
 MU0445'STATION MARK.
 MU0445'
 MU0445'REFERENCE MARK 2, A STANDARD DISK STAMPED CORDERO NO 2 1956,
 MU0445'IS SET IN THE TOP OF A BOULDER THAT PROJECTS 1 FOOT ABOVE
 MU0445'THE GROUND AND IS APPROXIMATELY 1 FOOT LOWER IN ELEVATION THAN
 MU0445'THE STATION MARK.
 MU0445'
 MU0445'THE AZIMUTH MARK, A STANDARD DISK STAMPED CORDERO 1956, IS
 MU0445'SET IN THE TOP OF AN OUTCROP THAT IS FLUSH WITH THE GROUND ON
 MU0445'THE NORTH SIDE AND PROJECTS ABOUT 18 INCHES ON THE SOUTH
 MU0445'SIDE.  THE MARK IS 54 FEET SOUTH OF A DIM TRACK ROAD, 5 FEET
 MU0445'EAST-SOUTHEAST OF A 4-INCH SQUARE WITNESS POST AND IS ON THE
 MU0445'SOUTHWEST SLOPE OF THE FIRST LOW KNOLL AFTER LEAVING THE
 MU0445'LOW LANDS.
 MU0445
 MU0445                          STATION RECOVERY (1958)
 MU0445
 MU0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MU0445'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0838 ***********************************************************************
 MT0838  DESIGNATION -  CORNER
 MT0838  PID         -  MT0838
 MT0838  STATE/COUNTY-  NV/ELKO
 MT0838  USGS QUAD   -  STAG MOUNTAIN (1967)
 MT0838
 MT0838                         *CURRENT SURVEY CONTROL
 MT0838  ___________________________________________________________________
 MT0838* NAD 83(1994)-  41 28 13.22185(N)    115 25 00.81173(W)     ADJUSTED  
 MT0838* NAVD 88     -      1924.0    (meters)    6312.     (feet)  VERTCON   
 MT0838  ___________________________________________________________________
 MT0838  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 MT0838  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 MT0838
 MT0838  HORZ ORDER  -  SECOND
 MT0838
 MT0838.The horizontal coordinates were established by classical geodetic methods
 MT0838.and adjusted by the National Geodetic Survey in June 1998..
 MT0838
 MT0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0838
 MT0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0838
 MT0838.The geoid height was determined by GEOID03.
 MT0838
 MT0838;                    North         East     Units Scale Factor Converg.
 MT0838;SPC NV E     - 8,745,888.907   213,902.153   MT  0.99990238   +0 06 36.8
 MT0838;SPC NV E     -28,693,803.86    701,777.31   sFT  0.99990238   +0 06 36.8
 MT0838;UTM  11      - 4,592,180.919   632,192.938   MT  0.99981506   +1 02 54.7
 MT0838
 MT0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0838!SPC NV E     -   0.99970092  x   0.99990238  =   0.99960333
 MT0838!UTM  11      -   0.99970092  x   0.99981506  =   0.99951604
 MT0838
 MT0838|---------------------------------------------------------------------|
 MT0838| PID    Reference Object                     Distance      Geod. Az  |
 MT0838|                                                           dddmmss.s |
 MT0838| DD4764 CORNER RM 1                          25.126 METERS 12011     |
 MT0838| DD4763 CORNER AZ MK                                       1352311.2 |
 MT0838| DD4765 CORNER RM 2                           6.738 METERS 34159     |
 MT0838|---------------------------------------------------------------------|
 MT0838
 MT0838                          SUPERSEDED SURVEY CONTROL
 MT0838
 MT0838  NAD 83(1994)-  41 28 13.21862(N)    115 25 00.80549(W) AD(       ) 2
 MT0838  NAD 83(1986)-  41 28 13.21825(N)    115 25 00.80626(W) AD(       ) 2
 MT0838  NAD 27      -  41 28 13.52776(N)    115 24 57.56973(W) AD(       ) 2
 MT0838  NGVD 29 (07/19/86) 1922.7    (m)         6308.     (f) VERT ANG       
 MT0838
 MT0838.Superseded values are not recommended for survey control.
 MT0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0838.See file dsdata.txt to determine how the superseded data were derived.
 MT0838
 MT0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF3219392181(NAD 83)
 MT0838_MARKER: DS = TRIANGULATION STATION DISK
 MT0838_SETTING: 80 = SET IN A BOULDER
 MT0838_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MT0838
 MT0838  HISTORY     - Date     Condition        Report By
 MT0838  HISTORY     - 1947     MONUMENTED       CGS
 MT0838
 MT0838                          STATION DESCRIPTION
 MT0838
 MT0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0838'THE STATION IS ON A LOW SAGE-COVERED RIDGE, 26 MILES, AIRLINE,
 MT0838'NORTH BY WEST OF DEETH, 36-1/4 MILES, AIRLINE, NORTH-NORTHEAST
 MT0838'OF ELKO, 1 MILE NORTH-NORTHWEST OF A GROUP OF RANCH BUILDINGS,
 MT0838'AND 200 YARDS WEST OF THE DEETH-CHARLESTON ROAD.
 MT0838'
 MT0838'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MT0838'IN A BURIED BOULDER WHICH IS ABOUT 5 INCHES IN DIAMETER AND IS
 MT0838'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 7.5 FEET WEST OF A
 MT0838'4 INCH SQUARE WHITE WITNESS POST, AND 77.5 FEET NORTHWEST OF
 MT0838'A FENCE CORNER.  IS STAMPED CORNER 1947.
 MT0838'
 MT0838'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 MT0838'HOLE IN A BOULDER WHICH IS 5 INCHES IN DIAMETER, IS FLUSH
 MT0838'WITH THE SURFACE OF THE GROUND, AND IS 1-1/2 FOOT LOWER THAN
 MT0838'THE STATION MARK.  IT IS 17 FEET SOUTH-SOUTHWEST OF A FENCE
 MT0838'CORNER, 1 FOOT WEST OF A FENCE LINE AND IS STAMPED CORNER
 MT0838'NO 1 1947.
 MT0838'
 MT0838'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A BURIED
 MT0838'BOULDER WHICH IS 5 INCHES IN DIAMETER, PROJECTS 1 INCH
 MT0838'ABOVE THE SURFACE OF THE GROUND AND IS APPROXIMATELY THE SAME
 MT0838'ELEVATION AS THE STATION MARK.  IT IS STAMPED CORNER NO 2 1947.
 MT0838'
 MT0838'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK DISC
 MT0838'IN THE TOP OF A ROUND POST WHICH IS 10 INCHES IN DIAMETER AND
 MT0838'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 MT0838'ABOUT 100 YARDS NORTHEAST OF A RANCH HOUSE.  3 FEET NORTH OF A
 MT0838'POST CORRAL, AND 50 FET WEST OF THE DEETH-CHARLESTON ROAD.
 MT0838'IT IS STAMPED P-40 1934
 MT0838'
 MT0838'TO REACH THE STATION FROM DEETH GO NORTH ON THE DEETH-CHARLESTON
 MT0838'ROAD FOR 33.0 MILES TO A RANCH ON THE LEFT.  CONTINUE NORTHERLY
 MT0838'1.0 MILE.  TURN OFF THE ROAD LEFT AND GO WESTERLY ALONG THE
 MT0838'NORTH SIDE OF A FENCE LINE 200 YARDS TO THE STATION JUST NORTHWEST
 MT0838'OF A FENCE CORNER.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0380 ***********************************************************************
 MV0380  DESIGNATION -  CORRAL
 MV0380  PID         -  MV0380
 MV0380  STATE/COUNTY-  NV/WASHOE
 MV0380  USGS QUAD   -  CALCUTTA LAKE (1980)
 MV0380
 MV0380                         *CURRENT SURVEY CONTROL
 MV0380  ___________________________________________________________________
 MV0380* NAD 83(1994)-  41 46 06.43451(N)    119 40 29.44145(W)     ADJUSTED  
 MV0380* NAVD 88     -      2068.77   (+/-2cm)    6787.3    (feet)  VERTCON   
 MV0380  ___________________________________________________________________
 MV0380  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 MV0380  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 MV0380
 MV0380  HORZ ORDER  -  SECOND
 MV0380  VERT ORDER  -  THIRD ? (See Below)
 MV0380
 MV0380.The horizontal coordinates were established by classical geodetic methods
 MV0380.and adjusted by the National Geodetic Survey in June 1998..
 MV0380
 MV0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0380.The vertical order pertains to the NGVD 29 superseded value.
 MV0380
 MV0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0380
 MV0380.The geoid height was determined by GEOID03.
 MV0380
 MV0380;                    North         East     Units Scale Factor Converg.
 MV0380;SPC NV W     - 4,779,558.444   709,248.789   MT  1.00000131   -0 43 37.7
 MV0380;SPC NV W     -15,680,934.66  2,326,927.07   sFT  1.00000131   -0 43 37.7
 MV0380;UTM  11      - 4,627,526.859   277,665.216   MT  1.00020834   -1 46 57.0
 MV0380
 MV0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0380!SPC NV W     -   0.99967887  x   1.00000131  =   0.99968018
 MV0380!UTM  11      -   0.99967887  x   1.00020834  =   0.99988715
 MV0380
 MV0380:                Primary Azimuth Mark                     Grid Az
 MV0380:SPC NV W     -  YELLOW PEAK                              029 39 10.8
 MV0380:UTM  11      -  YELLOW PEAK                              030 42 30.1
 MV0380
 MV0380|---------------------------------------------------------------------|
 MV0380| PID    Reference Object                     Distance      Geod. Az  |
 MV0380|                                                           dddmmss.s |
 MV0380| MV0378 YELLOW PEAK                         APPROX. 8.6 KM 0285533.1 |
 MV0380|---------------------------------------------------------------------|
 MV0380
 MV0380                          SUPERSEDED SURVEY CONTROL
 MV0380
 MV0380  NAD 83(1992)-  41 46 06.43431(N)    119 40 29.44086(W) AD(       ) 2
 MV0380  NAD 83(1991)-  41 46 06.43488(N)    119 40 29.44036(W) AD(       ) 2
 MV0380  NAD 83(1986)-  41 46 06.43549(N)    119 40 29.44048(W) AD(       ) 2
 MV0380  NAD 27      -  41 46 06.81646(N)    119 40 25.67395(W) AD(       ) 2
 MV0380  NGVD 29 (07/19/86) 2067.46   (m)         6783.0    (f) LEVELING    3  
 MV0380
 MV0380.Superseded values are not recommended for survey control.
 MV0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0380.See file dsdata.txt to determine how the superseded data were derived.
 MV0380
 MV0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG7766527527(NAD 83)
 MV0380_MARKER: DD = SURVEY DISK
 MV0380_SETTING: 66 = SET IN ROCK OUTCROP
 MV0380_SP_SET: SET IN BEDROCK
 MV0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0380+STABILITY: POSITION/ELEVATION WELL
 MV0380
 MV0380  HISTORY     - Date     Condition        Report By
 MV0380  HISTORY     - 1966     MONUMENTED       USGS
 MV0380
 MV0380                          STATION DESCRIPTION
 MV0380
 MV0380'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DWR)
 MV0380'LOCATED ABOUT 15.8 MI. NE. OF VYA.  5.2 MI. SSW. OF BALD
 MV0380'MOUNTAIN.  0.9 MI. S. OF THE BOARD CORRALS RANCH.  ON A FLAT, OPEN
 MV0380'TOP.  ABOUT 20 FT. E. OF THE RIM OF A SHARP BLUFF.
 MV0380'
 MV0380'REACHED BY HELICOPTER.
 MV0380'
 MV0380'STATION MARK--A STANDARD TABLET STAMPED CORRAL 1966, SET IN LARGE
 MV0380'FLAT ROCK.
 MV0380'
 MV0380'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0368 ***********************************************************************
 HP0368  DESIGNATION -  CORRAL
 HP0368  PID         -  HP0368
 HP0368  STATE/COUNTY-  NV/LINCOLN
 HP0368  USGS QUAD   -  ASH SPRINGS (1980)
 HP0368
 HP0368                         *CURRENT SURVEY CONTROL
 HP0368  ___________________________________________________________________
 HP0368* NAD 83(1994)-  37 24 20.36410(N)    115 10 21.38156(W)     ADJUSTED  
 HP0368* NAVD 88     -      1096.7    (meters)    3598.     (feet)  VERTCON   
 HP0368  ___________________________________________________________________
 HP0368  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 HP0368  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 HP0368
 HP0368  HORZ ORDER  -  SECOND
 HP0368
 HP0368.The horizontal coordinates were established by classical geodetic methods
 HP0368.and adjusted by the National Geodetic Survey in June 1998..
 HP0368
 HP0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0368
 HP0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0368
 HP0368.The geoid height was determined by GEOID03.
 HP0368
 HP0368;                    North         East     Units Scale Factor Converg.
 HP0368;SPC NV E     - 8,294,722.714   236,360.839   MT  0.99991628   +0 14 58.2
 HP0368;SPC NV E     -27,213,602.77    775,460.52   sFT  0.99991628   +0 14 58.2
 HP0368;UTM  11      - 4,141,441.762   661,733.746   MT  0.99992222   +1 06 37.1
 HP0368
 HP0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0368!SPC NV E     -   0.99983192  x   0.99991628  =   0.99974821
 HP0368!UTM  11      -   0.99983192  x   0.99992222  =   0.99975415
 HP0368
 HP0368|---------------------------------------------------------------------|
 HP0368| PID    Reference Object                     Distance      Geod. Az  |
 HP0368|                                                           dddmmss.s |
 HP0368| DD4769 CORRAL RM 1                          26.232 METERS 24031     |
 HP0368| DD4770 CORRAL RM 2                          17.260 METERS 31240     |
 HP0368| HP0369 ASH ET                              APPROX. 5.8 KM 3452740.8 |
 HP0368|---------------------------------------------------------------------|
 HP0368
 HP0368                          SUPERSEDED SURVEY CONTROL
 HP0368
 HP0368  NAD 83(1994)-  37 24 20.36060(N)    115 10 21.38042(W) AD(       ) 2
 HP0368  NAD 83(1992)-  37 24 20.35665(N)    115 10 21.37861(W) AD(       ) 2
 HP0368  NAD 83(1986)-  37 24 20.35651(N)    115 10 21.37871(W) AD(       ) 2
 HP0368  NAD 27      -  37 24 20.49254(N)    115 10 18.31558(W) AD(       ) 2
 HP0368  NGVD 29 (07/19/86) 1095.8    (m)         3595.     (f) VERT ANG       
 HP0368
 HP0368.Superseded values are not recommended for survey control.
 HP0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0368.See file dsdata.txt to determine how the superseded data were derived.
 HP0368
 HP0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB6173441442(NAD 83)
 HP0368_MARKER: DD = SURVEY DISK
 HP0368_SETTING: 80 = SET IN A BOULDER
 HP0368_SP_SET: IN DRILL HOLE IN BOULDER
 HP0368
 HP0368  HISTORY     - Date     Condition        Report By
 HP0368  HISTORY     - 1969     MONUMENTED       USGS
 HP0368
 HP0368                          STATION DESCRIPTION
 HP0368
 HP0368'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 HP0368'LOCATED ABOUT 4 MI. S. OF ASH SPRINGS.  3 MI. N. OF ALAMO.  ON THE
 HP0368'E. SIDE OF U.S. 93 AT A SMALL RIDGE.  ABOUT 700 FT. E. OF THE
 HP0368'HIGHWAY AND OPPOSITE A RANCH.
 HP0368'
 HP0368'TO REACH FROM THE STANDARD STATION AT THE ALAMO JUNCTION, DRIVE
 HP0368'N. FOR 3.2 MI. ON U.S. 93, (THIS IS 1.2 MI. N. OF A RICHFIELD
 HP0368'SERVICE STATION).  TURN RIGHT ON AN OLD TRACK RD. AT MAILBOX AND
 HP0368'FOLLOW THE TRACK RD. FOR 0.1 MI. ONTO A RIDGE.  TURN LEFT ON RIDGE
 HP0368'AND DRIVE W. FOR 0.1 MI. TO THE STATION.
 HP0368'
 HP0368'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED CORRAL 1969
 HP0368'CEMENTED INTO A DRILL HOLE IN A LARGE BOULDER.
 HP0368'
 HP0368'REFERENCE MARK NO. 1--A STANDARD USGS BRASS REFERENCE MARK TABLET
 HP0368'STAMPED RM NO 1 1969 CEMENTED IN A DRILL HOLE IN A LARGE BOULDER ON
 HP0368'THE S. SIDE OF THE RIDGE.
 HP0368'
 HP0368'REFERENCE MARK N. 2--A STANDARD USGS BRASS REFERENCE MARK TABLET
 HP0368'STAMPED RM NO 2 1969 CEMENTED IN A DRILL HOLE IN A LARGE BOULDER ON
 HP0368'THE N. SIDE OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0711 ***********************************************************************
 LQ0711  DESIGNATION -  CORRAL
 LQ0711  PID         -  LQ0711
 LQ0711  STATE/COUNTY-  NV/ELKO
 LQ0711  USGS QUAD   -  HARRISON PASS (1985)
 LQ0711
 LQ0711                         *CURRENT SURVEY CONTROL
 LQ0711  ___________________________________________________________________
 LQ0711* NAD 83(1994)-  40 16 25.98961(N)    115 32 13.85406(W)     ADJUSTED  
 LQ0711* NAVD 88     -      2670.4    (meters)    8761.     (feet)  VERTCON   
 LQ0711  ___________________________________________________________________
 LQ0711  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 LQ0711  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 LQ0711
 LQ0711  HORZ ORDER  -  FIRST
 LQ0711
 LQ0711.The horizontal coordinates were established by classical geodetic methods
 LQ0711.and adjusted by the National Geodetic Survey in June 1998..
 LQ0711
 LQ0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0711
 LQ0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0711
 LQ0711.The geoid height was determined by GEOID03.
 LQ0711
 LQ0711;                    North         East     Units Scale Factor Converg.
 LQ0711;SPC NV E     - 8,613,021.967   203,924.884   MT  0.99990019   +0 01 47.4
 LQ0711;SPC NV E     -28,257,889.57    669,043.56   sFT  0.99990019   +0 01 47.4
 LQ0711;UTM  11      - 4,459,183.030   624,367.677   MT  0.99979040   +0 56 44.7
 LQ0711
 LQ0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0711!SPC NV E     -   0.99958424  x   0.99990019  =   0.99948447
 LQ0711!UTM  11      -   0.99958424  x   0.99979040  =   0.99937473
 LQ0711
 LQ0711|---------------------------------------------------------------------|
 LQ0711| PID    Reference Object                     Distance      Geod. Az  |
 LQ0711|                                                           dddmmss.s |
 LQ0711| DD4767 CORRAL RM 1                          13.095 METERS 16004     |
 LQ0711| DD4768 CORRAL RM 2                           6.538 METERS 27410     |
 LQ0711| DD4766 CORRAL AZ MK                                       3055222.0 |
 LQ0711|---------------------------------------------------------------------|
 LQ0711
 LQ0711                          SUPERSEDED SURVEY CONTROL
 LQ0711
 LQ0711  NAD 83(1986)-  40 16 25.98732(N)    115 32 13.84773(W) AD(       ) 1
 LQ0711  NAD 27      -  40 16 26.23890(N)    115 32 10.66942(W) AD(       ) 1
 LQ0711  NGVD 29 (03/11/99) 2669.1    (m)         8757.     (f) VERT ANG       
 LQ0711
 LQ0711.Superseded values are not recommended for survey control.
 LQ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0711.See file dsdata.txt to determine how the superseded data were derived.
 LQ0711
 LQ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE2436859183(NAD 83)
 LQ0711_MARKER: DS = TRIANGULATION STATION DISK
 LQ0711_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0711_SP_SET: PARTIALLY EXPOSED BEDROCK
 LQ0711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0711+STABILITY: POSITION/ELEVATION WELL
 LQ0711
 LQ0711  HISTORY     - Date     Condition        Report By
 LQ0711  HISTORY     - 1947     MONUMENTED       CGS
 LQ0711  HISTORY     - 1966     GOOD             USGS
 LQ0711
 LQ0711                          STATION DESCRIPTION
 LQ0711
 LQ0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0711'STATION IS ABOUT 6 MILES ESE OF JIGGS, ABOUT 13 MILES N OF
 LQ0711'THE ELKO-WHITE PINE COUNTY LINE, AND ABOUT 1-1/2 MILES N OF THE
 LQ0711'N MOUNTAIN WHICH IS ON THE S SIDE OF HARRISON PASS, IT IS
 LQ0711'ABOUT THE SECOND HIGHEST ROCKY POINT ON A HIGH GRASSY RIDGE,
 LQ0711'THE HIGHEST POINT IS ABOUT 0.4 MILE TO THE NW OF THE STATION.
 LQ0711'
 LQ0711'STATION MARK IS A STANDARD DISK SET IN BEDROCK ABOUT 8 FEET
 LQ0711'SW OF THE HIGHEST POINT AND ABOUT 1 FOOT LOWER THAN SAME.
 LQ0711'IT IS STAMPED CORRAL 1947.
 LQ0711'
 LQ0711'REFERENCE MARK 1 IS A STANDARD DISK SET IN BEDROCK ABOUT
 LQ0711'43 FEET SSE OF THE STATION AND ABOUT 2 FEET LOWER.  IT IS
 LQ0711'STAMPED CORRAL NO 1 1947.
 LQ0711'
 LQ0711'REFERENCE MARK 2 IS A STANDARD DISK SET IN BEDROCK ABOUT
 LQ0711'21 FEET W OF THE STATION AND ABOUT 8 FEET LOWER, IT IS STAMPED
 LQ0711'CORRAL NO 2 1947.
 LQ0711'
 LQ0711'AZIMUTH MARK IS A STANDARD DISK SET IN BEDROCK ABOUT 0.4 MILE
 LQ0711'NW OF THE STATION ON THE HIGHEST POINT OF THE RIDGE AND IN
 LQ0711'AN OUTCROP OF WHITE ROCK.  IT IS STAMPED CORRAL 1947.  THE
 LQ0711'ARROW ON THE AZIMUTH MARK DISK POINTS ABOUT 10 DEGREES TO THE
 LQ0711'LEFT OF THE STATION.
 LQ0711'
 LQ0711'TO REACH FROM JIGGS GO S ON THE EUREKA ROAD FOR 5.3 MILES
 LQ0711'TO A SIDE ROAD LEFT.  TURN LEFT AND GO 2.2 MILES TO A CROSSROAD.
 LQ0711'KEEP STRAIGHT AHEAD FOR 5.3 MILES TO A CREEK CROSSING AND
 LQ0711'AN OLD CAMPSITE.  BEAR RIGHT UP GRADE ON BLADED ROAD TOWARD
 LQ0711'MINES FOR 0.7 MILE TO FORK ON THE RIDGE.  KEEP RIGHT AND
 LQ0711'FOLLOW THE SWITCHBACK ROAD FOR 0.8 MILE TO THE LAST MINE AND
 LQ0711'THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH UP SLOPE TO
 LQ0711'THE TOP OF THE RIDGE AND THEN LEFT ALONG THE CREST FOR ABOUT
 LQ0711'1/2 MILE TO THE HIGHEST POINT AND THE AZIMUTH MARK AS
 LQ0711'DESCRIBED, CONTINUE ALONG THE RIDGE TO THE SE IN GENERAL FOR
 LQ0711'ABOUT 1/2 MILE TO THE STATION AS DESCRIBED.
 LQ0711
 LQ0711                          STATION RECOVERY (1966)
 LQ0711
 LQ0711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LQ0711'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-3 STATION 1004.
 LQ0711'STATION MARK--STANDARD DISC STAMPED---CORRAL 1947---SET IN BEDROCK
 LQ0711'ABOUT 1 FOOT LOWER THAN THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0820 ***********************************************************************
 MT0820  DESIGNATION -  CORY
 MT0820  PID         -  MT0820
 MT0820  STATE/COUNTY-  NV/ELKO
 MT0820  USGS QUAD   -  HERDER CREEK (1967)
 MT0820
 MT0820                         *CURRENT SURVEY CONTROL
 MT0820  ___________________________________________________________________
 MT0820* NAD 83(1994)-  41 03 52.26665(N)    115 08 31.39004(W)     ADJUSTED  
 MT0820* NAVD 88     -      1924.7    (meters)    6315.     (feet)  VERTCON   
 MT0820  ___________________________________________________________________
 MT0820  LAPLACE CORR-          10.99  (seconds)                    DEFLEC99
 MT0820  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 MT0820
 MT0820  HORZ ORDER  -  SECOND
 MT0820
 MT0820.The horizontal coordinates were established by classical geodetic methods
 MT0820.and adjusted by the National Geodetic Survey in June 1998..
 MT0820
 MT0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0820
 MT0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0820
 MT0820.The geoid height was determined by GEOID03.
 MT0820
 MT0820;                    North         East     Units Scale Factor Converg.
 MT0820;SPC NV E     - 8,700,903.767   237,087.335   MT  0.99991692   +0 17 23.6
 MT0820;SPC NV E     -28,546,215.11    777,844.03   sFT  0.99991692   +0 17 23.6
 MT0820;UTM  11      - 4,547,582.266   656,107.538   MT  0.99989994   +1 13 14.7
 MT0820
 MT0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0820!SPC NV E     -   0.99970092  x   0.99991692  =   0.99961786
 MT0820!UTM  11      -   0.99970092  x   0.99989994  =   0.99960089
 MT0820
 MT0820|---------------------------------------------------------------------|
 MT0820| PID    Reference Object                     Distance      Geod. Az  |
 MT0820|                                                           dddmmss.s |
 MT0820| DD4771 CORY RM 1                            11.329 METERS 19827     |
 MT0820| MT0826 ACKLER                              APPROX.10.9 KM 2515918.8 |
 MT0820| DD4772 CORY RM 2                            17.283 METERS 33117     |
 MT0820|---------------------------------------------------------------------|
 MT0820
 MT0820                          SUPERSEDED SURVEY CONTROL
 MT0820
 MT0820  NAD 83(1994)-  41 03 52.26542(N)    115 08 31.38561(W) AD(       ) 2
 MT0820  NAD 83(1986)-  41 03 52.26365(N)    115 08 31.38424(W) AD(       ) 2
 MT0820  NAD 27      -  41 03 52.54751(N)    115 08 28.19998(W) AD(       ) 2
 MT0820  NGVD 29 (07/19/86) 1923.4    (m)         6310.     (f) VERT ANG       
 MT0820
 MT0820.Superseded values are not recommended for survey control.
 MT0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0820.See file dsdata.txt to determine how the superseded data were derived.
 MT0820
 MT0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF5610847582(NAD 83)
 MT0820_MARKER: DS = TRIANGULATION STATION DISK
 MT0820_SETTING: 80 = SET IN A BOULDER
 MT0820_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MT0820
 MT0820  HISTORY     - Date     Condition        Report By
 MT0820  HISTORY     - 1957     MONUMENTED       CGS
 MT0820
 MT0820                          STATION DESCRIPTION
 MT0820
 MT0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0820'THE STATION IS ABOUT 7 MILES EAST OF DEETH, 1-3/4 MILES SOUTH OF
 MT0820'U.S. HIGHWAY 40 AND 1/2 MILE SOUTHEAST OF THE CORY RANCH HOUSE.
 MT0820'IT IS IN PASTURE LAND BELONGING TO THE CORY RANCH, ON THE NORTH
 MT0820'SHOULDER OF THE MAIN MOUNTAIN RIDGE, ABOUT 200 YARDS NORTH OF
 MT0820'WHERE THE FOREST SERVICE BOUNDARY FENCE (EAST-WEST) GOES OVER
 MT0820'THE RIDGE INTO THE CREEK TO THE EAST, AND ABOUT 200 YARDS WEST
 MT0820'OF THE CREEK.
 MT0820'
 MT0820'TO REACH FROM THE DEETH POST OFFICE, GO SOUTHWEST ON GRAVEL ROAD
 MT0820'FOR 0.6 MILE TO THE JUNCTION WITH U.S. HIGHWAY 40.  TURN LEFT,
 MT0820'SOUTHEAST, ON U.S. HIGHWAY 40 FOR 0.3 MILE (HIGHWAY TURNS EAST AT
 MT0820'THIS POINT).  KEEP STRAIGHT AHEAD, RIGHT, ON OLD PAVED ROAD AND GO
 MT0820'SOUTHEAST AND EAST FOR 8.0 MILES TO THE CORY RANCH ENTRANCE ON
 MT0820'THE SOUTH SIDE OF THE ROAD.  CONTINUE EAST-NORTHEAST ON PAVEMENT
 MT0820'FOR 0.7 MILE TO A WIRE GATE ON THE RIGHT AT FENCE INTERSECTION.
 MT0820'TURN RIGHT THROUGH GATE AND FOLLOW OLD ROAD SOUTHEAST FOR 0.3
 MT0820'MILE TO A GATE IN THE NORTH-SOUTH FENCE.  TURN RIGHT, ALONG
 MT0820'THE WEST SIDE OF THE FENCE AND GO SOUTH FOR 0.2 MILE.  LEAVE
 MT0820'THE FENCE LINE AND BEAR RIGHT, CROSSCOUNTRY, FOR 0.4 MILE
 MT0820'TO THE TOP OF THE LOW RIDGE AND THE CREEK WHICH HAS CURVED TO
 MT0820'THE NORTHWEST.  TURN LEFT ACROSS THE CREEK AND GO SOUTHERLY UP
 MT0820'THE STEEP ROCKY RIDGE FOR ABOUT 200 YARDS TO THE STATION
 MT0820'SITE.  IT IS BETTER TO PACK FROM THE CREEK, HOWEVER, A HIGH
 MT0820'CLEARANCE 4-WHEEL DRIVE VEHICLE CAN NEGOTIATE THE CREEK AND
 MT0820'STATION HILL.
 MT0820'
 MT0820'THE STATION MARK, STAMPED CORY 1957, IS A STANDARD DISK CEMENTED
 MT0820'IN A DRILL HOLE IN A SMALL BOULDER PROJECTING ABOUT 2 INCHES.
 MT0820'IT IS 11-1/2 FEET WEST-SOUTHWEST OF A WITNESS POST AND ABOUT 20
 MT0820'YARDS WEST OF THE CREST OF THE RIDGE.
 MT0820'
 MT0820'REFERENCE MARK 1, STAMPED CORY NO 1 1957, IS A STANDARD DISK
 MT0820'CEMENTED IN TOP OF A 6-INCH SOIL PIPE PROJECTING ABOUT 12 INCHES
 MT0820'AND ABOUT 2 FEET HIGHER THAN THE STATION.
 MT0820'
 MT0820'REFERENCE MARK 2, STAMPED CORY NO 2 1957, IS A STANDARD DISK
 MT0820'CEMENTED IN A DRILL HOLE IN A SMALL BOULDER PROJECTING ABOUT 5
 MT0820'INCHES.  IT IS ABOUT 6 FEET LOWER THAN THE STATION AND 10 FEET
 MT0820'SOUTH OF THE STEEP DROP-OFF OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1324 ***********************************************************************
 JR1324  DESIGNATION -  CORY PK
 JR1324  PID         -  JR1324
 JR1324  STATE/COUNTY-  NV/MINERAL
 JR1324  USGS QUAD   -  COREY PEAK (1989)
 JR1324
 JR1324                         *CURRENT SURVEY CONTROL
 JR1324  ___________________________________________________________________
 JR1324* NAD 83(1994)-  38 26 53.10048(N)    118 46 56.27197(W)     ADJUSTED  
 JR1324* NAVD 88     -      3207.8    (meters)   10524.     (feet)  VERTCON   
 JR1324  ___________________________________________________________________
 JR1324  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 JR1324  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 JR1324
 JR1324  HORZ ORDER  -  THIRD
 JR1324
 JR1324.The horizontal coordinates were established by classical geodetic methods
 JR1324.and adjusted by the National Geodetic Survey in June 1998..
 JR1324
 JR1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1324
 JR1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1324
 JR1324.The geoid height was determined by GEOID03.
 JR1324
 JR1324;                    North         East     Units Scale Factor Converg.
 JR1324;SPC NV W     - 4,410,354.990   782,633.060   MT  0.99990371   -0 07 25.4
 JR1324;SPC NV W     -14,469,639.66  2,567,688.63   sFT  0.99990371   -0 07 25.4
 JR1324;UTM  11      - 4,257,037.151   344,470.188   MT  0.99989790   -1 06 30.5
 JR1324
 JR1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1324!SPC NV W     -   0.99950075  x   0.99990371  =   0.99940451
 JR1324!UTM  11      -   0.99950075  x   0.99989790  =   0.99939870
 JR1324
 JR1324:                Primary Azimuth Mark                     Grid Az
 JR1324:SPC NV W     -  MOUNT GRANT                              356 46 52.0
 JR1324:UTM  11      -  MOUNT GRANT                              357 45 57.1
 JR1324
 JR1324|---------------------------------------------------------------------|
 JR1324| PID    Reference Object                     Distance      Geod. Az  |
 JR1324|                                                           dddmmss.s |
 JR1324| JR1054 MOUNT GRANT                         APPROX.13.6 KM 3563926.6 |
 JR1324|---------------------------------------------------------------------|
 JR1324
 JR1324                          SUPERSEDED SURVEY CONTROL
 JR1324
 JR1324  NAD 83(1992)-  38 26 53.10052(N)    118 46 56.26994(W) AD(       ) 3
 JR1324  NGVD 29 (06/01/94) 3206.4    (m)        10520.     (f) VERT ANG       
 JR1324
 JR1324.Superseded values are not recommended for survey control.
 JR1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1324.See file dsdata.txt to determine how the superseded data were derived.
 JR1324
 JR1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC4447057037(NAD 83)
 JR1324_MARKER: DD = SURVEY DISK
 JR1324_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JR1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1324
 JR1324  HISTORY     - Date     Condition        Report By
 JR1324  HISTORY     - 1954     MONUMENTED       USGS
 JR1324
 JR1324                          STATION DESCRIPTION
 JR1324
 JR1324'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JR1324'LOCATED ABOUT 10.2 MI. SW. OF HAWTHORNE, 8.5 MI. S. OF MT. GRANT,
 JR1324'ON HIGHEST POINT OF CORY PK.
 JR1324'
 JR1324'TO REACH FROM JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 31 IN
 JR1324'HAWTHORNE, DRIVE S. ON STATE HIGHWAY 31 FOR 2.8 MI., TURN RIGHT UP
 JR1324'CORY CANYON ON GRADED RD. FOR 11.8 MI. TO RD. FORKS NEAR SUMMIT,
 JR1324'TURN LEFT AND FOLLOW RD. FOR 1.2 MI. TO TOP OF HILL AND END OF RD.
 JR1324'PACK SE. ALONG RIDGE KEEPING TO S. SIDE OF ROCKY TOP, THENCE ALONG
 JR1324'STEEP ROCKY RIDGE TO HIGHEST POINT AND STATION.   A 1-HOUR AND
 JR1324'45-MINUTE PACK.
 JR1324'
 JR1324'STATION MARK--STANDARD ALUMINUM TABLET STAMPED----CORY PK
 JR1324'1954---CEMENTED IN SOILD ROCK.
 JR1324'
 JR1324'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN TOP OF SOLID
 JR1324'ROCK, 38.13 FT. FROM STATION MARK 67 DEGREES 08 MINUTES.
 JR1324'
 JR1324'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN TOP OF SOLID
 JR1324'ROCK, 17.90 FT. FROM STATION MARK 164 DEGREES 54 MINUTES.
 JR1324'
 JR1324'NOTE BY USGS, 1955--ALL MARKS RECOVERED IN GOOD CONDITION, NEW TO
 JR1324'REACH DESCRIPTION AS FOLLOWS.
 JR1324'
 JR1324'TO REACH FROM HAWTHORNE VIA LUCKY BOY GRADE ROAD TO A POINT ABOUT 0.2
 JR1324'MI. E. OF HIGHEST PASS, THENCE RIGHT PER SIGN---TV HILL---UP STEEP
 JR1324'GRADE TO A REVERSE Y-FORK HIGH ON THE SIDE OF CORY PEAK, KEEP LEFT
 JR1324'ON DOZED TRAIL (RIGHT FORK LEADS TO TELEVISION RE-TRANSMITTER NOW
 JR1324'BEING INSTALLED ON A NEARBY TOP) AS FAR AS POSSIBLE.  LEAVE TRUCK
 JR1324'AND PACK UP DOZED TRAIL TO TOP AND STATION.   ABOUT 15-MINUTE HIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0841 ***********************************************************************
 MT0841  DESIGNATION -  COTANT
 MT0841  PID         -  MT0841
 MT0841  STATE/COUNTY-  NV/ELKO
 MT0841  USGS QUAD   -  DOUBLE MTN SE (1971)
 MT0841
 MT0841                         *CURRENT SURVEY CONTROL
 MT0841  ___________________________________________________________________
 MT0841* NAD 83(1994)-  41 16 16.52108(N)    115 34 52.64220(W)     ADJUSTED  
 MT0841* NAVD 88     -      1972.1    (meters)    6470.     (feet)  VERTCON   
 MT0841  ___________________________________________________________________
 MT0841  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 MT0841  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 MT0841
 MT0841  HORZ ORDER  -  FIRST
 MT0841
 MT0841.The horizontal coordinates were established by classical geodetic methods
 MT0841.and adjusted by the National Geodetic Survey in June 1998..
 MT0841
 MT0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0841
 MT0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0841
 MT0841.The geoid height was determined by GEOID03.
 MT0841
 MT0841;                    North         East     Units Scale Factor Converg.
 MT0841;SPC NV E     - 8,723,767.314   200,171.234   MT  0.99990000   +0 00 04.9
 MT0841;SPC NV E     -28,621,226.60    656,728.46   sFT  0.99990000   +0 00 04.9
 MT0841;UTM  11      - 4,569,840.256   618,826.822   MT  0.99977377   +0 56 09.3
 MT0841
 MT0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0841!SPC NV E     -   0.99969350  x   0.99990000  =   0.99959353
 MT0841!UTM  11      -   0.99969350  x   0.99977377  =   0.99946734
 MT0841
 MT0841|---------------------------------------------------------------------|
 MT0841| PID    Reference Object                     Distance      Geod. Az  |
 MT0841|                                                           dddmmss.s |
 MT0841| DD4774 COTANT RM 1                           9.686 METERS 06122     |
 MT0841| DD4773 COTANT AZ MK                                       2540539.2 |
 MT0841| DD4775 COTANT RM 2                           6.526 METERS 30240     |
 MT0841|---------------------------------------------------------------------|
 MT0841
 MT0841                          SUPERSEDED SURVEY CONTROL
 MT0841
 MT0841  NAD 83(1986)-  41 16 16.51817(N)    115 34 52.63542(W) AD(       ) 1
 MT0841  NAD 27      -  41 16 16.82101(N)    115 34 49.39020(W) AD(       ) 1
 MT0841  NGVD 29 (07/19/86) 1970.9    (m)         6466.     (f) VERT ANG       
 MT0841
 MT0841.Superseded values are not recommended for survey control.
 MT0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0841.See file dsdata.txt to determine how the superseded data were derived.
 MT0841
 MT0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF1882769840(NAD 83)
 MT0841_MARKER: DS = TRIANGULATION STATION DISK
 MT0841_SETTING: 66 = SET IN ROCK OUTCROP
 MT0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0841
 MT0841  HISTORY     - Date     Condition        Report By
 MT0841  HISTORY     - 1947     MONUMENTED       CGS
 MT0841  HISTORY     - 1971     GOOD             USGS
 MT0841
 MT0841                          STATION DESCRIPTION
 MT0841
 MT0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0841'STATION IS ABOUT 3 MILES SE OF THE COTANT RANCH, ABOUT 1 MILE
 MT0841'SOUTH OF THE NORTH FORK OF THE HUMBOLT RIVER ON THE SUMMIT
 MT0841'OF A LOW ROUNDED HILL WHICH IS COVERED WITH SAGE-BRUSH AND
 MT0841'RED ROCK.  THERE IS A HILL VERY SIMILAR IN APPEARANCE ABOUT
 MT0841'1 MILE TO THE SOUTH.
 MT0841'
 MT0841'STATION IS A STANDARD DISK SET IN AN OUTCROP OF BEDROCK AND
 MT0841'STAMPED COTANT 1947.  THE OUTCROP IS ABOUT 18 INCHES ACROSS
 MT0841'AND PROJECTS ABOUT 6 INCHES ABOVE THE IMMEDIATE GROUND SURFACE.
 MT0841'
 MT0841'REFERENCE MARK 1 IS ABOUT 32 FEET NE OF THE STATION AND IS
 MT0841'A STANDARD DISK SET IN BEDROCK AND STAMPED CONTANT NO 1 1947,
 MT0841'OUTCROP PROJECTS ABOUT 4 INCHES.
 MT0841'
 MT0841'REFERENCE MARK 2 IS ABOUT 21 FEET WNW OF THE STATION AND IS
 MT0841'A STANDARD DISK SET IN BEDROCK AND STAMPED COTANT NO 2 1947,
 MT0841'OUTCROP IS ABOUT 3 X 1-1/2 FEET AND PROJECTS ABOUT 4 INCHES
 MT0841'ABOVE GROUND LEVEL.
 MT0841'
 MT0841'AZIMUTH MARK IS ABOUT 0.35 MILE WSW OF STATION AND ON THE
 MT0841'WESTERN EDGE OF A SHOULDER OF THE ROUNDED RIDGE THAT LEADS
 MT0841'TO THE WEST FROM THE STATION.  IT IS A STANDARD DISK SET IN
 MT0841'AN OUTCROP OF BEDROCK AND STAMPED COTANT 1947, OUTCROP PROJECTS
 MT0841'ABOUT 2-1/2 FEET ABOVE GROUND LEVEL AND IS ABOUT 2 FEET N OF A
 MT0841'ROCK CAIRN.
 MT0841'
 MT0841'TO REACH FROM THE INTERSECTION OF 3RD ST. AND U.S. 40 IN ELKO,
 MT0841'GO E ON U.S. 40 FOR ABOUT 12.8 MILES TO THE COAL MINE PASS
 MT0841'ROAD ON THE LEFT, AND SIGN RYNDON ON THE RIGHT.  TURN LEFT AND
 MT0841'GO NORTH FOR ABOUT 17.7 MILES TO THE TURN OFF TO STATION
 MT0841'CHIPPER.  CONTINUE STRAIGHT AHEAD FOR 9.3 MILES TO A FORK,
 MT0841'TURN OFF THE BLADED ROAD ONTO THE TRACK ROAD ON THE RIGHT
 MT0841'AND FOLLOW THE MTR FOR 1.8 MILES TO A FORK.  KEEP RIGHT FOR
 MT0841'1.5 MILES TO A RANCH HOUSE ON THE LEFT.  PASS THE BUILDINGS
 MT0841'AND STAY OUTSIDE THE FENCE ON DIM TRACK ROAD FOR 2.5 MILES
 MT0841'TO A CROSSROAD.  TURN RIGHT AND GO 6.5 MILES TO A REVERSE
 MT0841'FORK.  TURN SHARP LEFT AND GO 2.2 MILES TO POINT THAT ONE
 MT0841'LEAVES ROAD.  STATION CAN BE SEEN 56 DEG MAGNETIC.  FROM
 MT0841'THE TRACK ROAD ONE FOLLOWS THE COMPASS BEARING PRETTY MUCH
 MT0841'IN GENERAL AND KEEP IN MIND WHICH HILL IS ONE ON WHICH
 MT0841'THE STATION IS PLACED.  THE ROUTE AFTER ABOUT ONE MILE GOES
 MT0841'DOWN A STEEP PITCH INTO A SMALL VALLEY CROSSING IT AND THEN
 MT0841'UP THE OTHER SIDE ONTO THE SHOULDER TO THE LEFT OF THE
 MT0841'HIGHEST HILL.  AZIMUTH MARK IS HERE AS DESCRIBED.  THENCE
 MT0841'CONTINUE ABOUT 0.35 MILE TO THE STATION.  THIS LAST MILEAGE
 MT0841'FROM THE ROAD IS ROUGH AND NO MILEAGE WAS CHECKED BUT IT
 MT0841'IS ESTIMATED TO BE ABOUT 2-1/2 MILES IN ALL.
 MT0841
 MT0841                          STATION RECOVERY (1971)
 MT0841
 MT0841'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MT0841'RECOVERED AS DESCRIBED BY NGS.  RMS AGREE WITH NGS.  STATION
 MT0841'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1473 ***********************************************************************
 KR1473  DESIGNATION -  COTTON
 KR1473  PID         -  KR1473
 KR1473  STATE/COUNTY-  NV/CHURCHILL
 KR1473  USGS QUAD   -  DIXIE HOT SPRINGS NE (1990)
 KR1473
 KR1473                         *CURRENT SURVEY CONTROL
 KR1473  ___________________________________________________________________
 KR1473* NAD 83(1994)-  39 58 26.67384(N)    118 01 57.05399(W)     ADJUSTED  
 KR1473* NAVD 88     -      2385.7    (meters)    7827.     (feet)  VERTCON   
 KR1473  ___________________________________________________________________
 KR1473  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 KR1473  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 KR1473
 KR1473  HORZ ORDER  -  FIRST
 KR1473
 KR1473.The horizontal coordinates were established by classical geodetic methods
 KR1473.and adjusted by the National Geodetic Survey in June 1998..
 KR1473
 KR1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1473
 KR1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1473
 KR1473.The geoid height was determined by GEOID03.
 KR1473
 KR1473;                    North         East     Units Scale Factor Converg.
 KR1473;SPC NV W     - 4,579,879.569   847,049.708   MT  0.99992724   +0 21 13.9
 KR1473;SPC NV W     -15,025,821.55  2,779,028.92   sFT  0.99992724   +0 21 13.9
 KR1473;UTM  11      - 4,425,390.333   411,830.666   MT  0.99969570   -0 39 48.1
 KR1473
 KR1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1473!SPC NV W     -   0.99962940  x   0.99992724  =   0.99955666
 KR1473!UTM  11      -   0.99962940  x   0.99969570  =   0.99932521
 KR1473
 KR1473|---------------------------------------------------------------------|
 KR1473| PID    Reference Object                     Distance      Geod. Az  |
 KR1473|                                                           dddmmss.s |
 KR1473| KR1474 COTTON CAIRN                          2.870 METERS 00808     |
 KR1473| DA8936 COTTON RM 2                          11.443 METERS 13524     |
 KR1473| DA8934 COTTON AZ MK                                       1934524.4 |
 KR1473| LS0572 AIRWAY BCN 28 ESE LOVELOCK          APPROX.17.0 KM 3113204.3 |
 KR1473| DA8935 COTTON RM 1                           6.175 METERS 35546     |
 KR1473|---------------------------------------------------------------------|
 KR1473
 KR1473                          SUPERSEDED SURVEY CONTROL
 KR1473
 KR1473  NAD 83(1986)-  39 58 26.67891(N)    118 01 57.04480(W) AD(       ) 1
 KR1473  NAD 27      -  39 58 26.98820(N)    118 01 53.56560(W) AD(       ) 1
 KR1473  NGVD 29 (07/19/86) 2384.6    (m)         7823.     (f) VERT ANG       
 KR1473
 KR1473.Superseded values are not recommended for survey control.
 KR1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1473.See file dsdata.txt to determine how the superseded data were derived.
 KR1473
 KR1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME1183125390(NAD 83)
 KR1473_MARKER: DS = TRIANGULATION STATION DISK
 KR1473_SETTING: 66 = SET IN ROCK OUTCROP
 KR1473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1473+STABILITY: POSITION/ELEVATION WELL
 KR1473
 KR1473  HISTORY     - Date     Condition        Report By
 KR1473  HISTORY     - 1958     MONUMENTED       CGS
 KR1473  HISTORY     - 1965     GOOD             USGS
 KR1473  HISTORY     - 1966     GOOD             CGS
 KR1473
 KR1473                          STATION DESCRIPTION
 KR1473
 KR1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 KR1473'THE STATION IS LOCATED AIRLINE ABOUT 28-1/2 MILES EAST-SOUTHEAST
 KR1473'OF LOVELOCK, 28-1/2 MILES SOUTHEAST OF OREANA, AND 31-1/2 MILES
 KR1473'SOUTH-SOUTHEAST OF UNIONVILLE AT THE SOUTH END OF THE BUENA
 KR1473'VISTA VALLEY IN THE MIDDLE OF THE STILLWATER RANGE OF MOUNTAINS.
 KR1473'
 KR1473'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LOVELOCK,
 KR1473'GO SOUTHEAST ONE BLOCK ON MAIN STREET TO THE INTERSECTION
 KR1473'WITH U.S. HIGHWAY 40.  TURN LEFT (NORTHEAST) AND GO 6.3 MILES
 KR1473'TO A SIDE ROAD ON THE RIGHT AND A SIGN, COAL CANYON IRON
 KR1473'MINES.  TURN RIGHT AND GO ACROSS THE RAILROAD 0.1 MILE TO A
 KR1473'FORK.  TAKE THE LEFT FORK AND GO EASTERLY 13.2 MILES TO A
 KR1473'FORK.  TAKE THE RIGHT FORK AND CONTINUE EAST 1.9 MILES TO A
 KR1473'FORK.  TAKE THE LEFT FORK AND CONTINUE EAST 2.7 MILES TO A
 KR1473'CROSSROAD.  GO STRAIGHT ACROSS, EAST, 1.9 MILES TO A FORK.
 KR1473'TAKE THE LEFT FORK AND CONTINUE 0.9 MILE TO ANOTHER FORK.
 KR1473'KEEP LEFT ON THE MOST TRAVELED ROAD AND PROCEED 3.1 MILES
 KR1473'TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHEASTERLY ALONG
 KR1473'A WASH INTO A CANYON 6.2 MILES TO A FORK.  TURN LEFT,
 KR1473'UPHILL, AND DRIVE 1.4 MILES TO A FORK AT THE SUMMIT OF THE
 KR1473'PASS.  TAKE THE LEFT FORK NORTHERLY 0.2 MILE TO A
 KR1473'LITTLE-USED FORK ON THE LEFT.  TURN LEFT AND CONTINUE
 KR1473'NORTH 0.3 MILE TO A SMALL CLEARING AND THE END OF VEHICLE
 KR1473'TRAVEL.  PACK NORTHEAST ALONG THE RIDGE TO ITS JUNCTION WITH
 KR1473'THE RIDGE RUNNING EAST FROM A LARGE ROCK PINNACLE.  CLIMB
 KR1473'THIS RIDGE TO THE BASE OF THE PINNACLE, THEN TURN NORTH AND
 KR1473'CONTINUE ALONG THE RIDGE, BYPASSING THE LARGE OUTCROPS ON
 KR1473'TOP TO THE RIGHT.  THE AZIMUTH MARK IS JUST NORTH OF THE
 KR1473'THIRD LARGE OUTCROP ON THE RIDGE.  CONTINUE NORTH TO THE
 KR1473'HIGHEST POINT AND THE STATION.  THE PACK WILL TAKE ABOUT 2
 KR1473'HOURS.
 KR1473'
 KR1473'THE STATION MARK IS A STANDARD DISK STAMPED COTTON 1958
 KR1473'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP WITH 2 SQUARE
 KR1473'FEET EXPOSED.  IT IS 9.4 FEET SOUTH OF A 6-FOOT CAIRN.
 KR1473'
 KR1473'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COTTON
 KR1473'NO 1 1958 CEMENTED IN A DRILL HOLE IN A BOULDER 5 FEET LONG
 KR1473'BY 4 FEET WIDE PROJECTING ABOUT 3 FEET ABOVE THE GROUND.
 KR1473'IT IS ABOUT 3 FEET HIGHER THAN THE STATION MARK.
 KR1473'
 KR1473'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COTTON
 KR1473'NO 2 1958 CEMENTED IN A DRILL HOLE IN A BOULDER 5 FEET WIDE
 KR1473'AND 5 FEET LONG.  IT PROJECTS ABOUT 10 FEET ON ITS WEST SIDE
 KR1473'AND 18 FEET ON THE EAST SIDE, AND IS ABOUT 7 FEET BELOW THE
 KR1473'STATION MARK.
 KR1473'
 KR1473'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COTTOM 1958
 KR1473'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP.  IT PROJECTS
 KR1473'ABOUT 3 FEET ABOVE GROUND ON THE EAST SIDE AND IS 2 FEET
 KR1473'EAST OF A 2-FOOT CAIRN.
 KR1473'
 KR1473'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
 KR1473
 KR1473                          STATION RECOVERY (1965)
 KR1473
 KR1473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KR1473'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39118-1, STATION 1002.
 KR1473'STATION REACHED BY HELICOPTER. NOTE BY USGS, 1959--THE MEASURED
 KR1473'HORIZONTAL DISTANCE BETWEEN CAIRN AND STATION MARK IS 31 FT.  THE
 KR1473'HORIZONTAL DISTANCE BETWEEN THE STATION MARK AND REFERENCE MARK NO. 2
 KR1473'IS 36.56 FT. (NOT 37.555). STATION MARK--A STANDARD DISK
 KR1473'STAMPED---COTTON 1958--- SET IN A DRILL HOLE IN OUTCROPPING ROCK WHICH
 KR1473'IS FLUSH.
 KR1473
 KR1473                          STATION RECOVERY (1966)
 KR1473
 KR1473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KR1473'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 KR1473'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS
 KR1473'WERE CHECKED AND FOUND TO BE CORRECT.  A DIFFERENCE IN THE
 KR1473'DIRECTION TO THE AZIMUTH MARK WAS FOUND.  THE DISTANCE FROM
 KR1473'THE STATION MARK TO THE CAIRN WAS FOUND INCORRECT, DUE TO THIS
 KR1473'A NEW DESCRIPTION FOLLOWS.
 KR1473'
 KR1473'STATION IS LOCATED ABOUT 31 MILES SOUTHEAST OF UNIONVILLE,
 KR1473'ABOUT 28 MILES EAST-SOUTHEAST OF LOVELOCK AND ABOUT 28 MILES
 KR1473'SOUTHEAST OF OREANA ON A HIGH PROMINENT PEAK ABOUT THE CENTER
 KR1473'OF THE STILLWATER MOUNTAIN RANGE.
 KR1473'
 KR1473'STATION WAS REACHED BY HELICOPTER, BUT THE 1958 TO REACH IS
 KR1473'BELIEVED TO BE ADEQUATE.
 KR1473'
 KR1473'STATION MARK, A STANDARD DISK STAMPED COTTON 1958, IS SET IN
 KR1473'A DRILL HOLE IN OUT-CROPPING ROCK WHICH IS FLUSH.  THE MARK
 KR1473'IS 27 FEET SOUTHEAST OF CAIRN.
 KR1473'
 KR1473'REFERENCE MARK 1, A STANDARD DISK STAMPED COTTON NO 1 1958,
 KR1473'IS SET IN A DRILL HOLE IN OUTCROPPING ROCK WHICH PROJECTS
 KR1473'3 FEET AND ABOUT 3 FEET HIGHER THAN THE STATION.  THE MARK
 KR1473'IS 10 FEET SOUTH OF CAIRN.
 KR1473'
 KR1473'REFERENCE MARK 2, A STANDARD DISK STAMPED COTTON NO 2 1958,
 KR1473'IS SET IN A DRILL HOLE IN OUTCROPPING ROCK WHICH IS ABOUT 7 FEET
 KR1473'LOWER THAN THE STATION.
 KR1473'
 KR1473'AZIMUTH MARK, A STANDARD DISK STAMPED COTTON 1958, IS SET IN
 KR1473'A DRILL HOLE IN OUTCROPING ROCK WHICH PROJECTS ABOUT 3 FEET
 KR1473'ON THE EAST SIDE.  THE MARK IS 2 FEET EAST OF A SMALL CAIRN.
 KR1473'
 KR1473'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--28 MILES
 KR1473'EAST-SOUTHEAST OF LOVELOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0366 ***********************************************************************
 MV0366  DESIGNATION -  COTTON
 MV0366  PID         -  MV0366
 MV0366  STATE/COUNTY-  NV/WASHOE
 MV0366  USGS QUAD   -  CHESTER LYONS SPRING (1979)
 MV0366
 MV0366                         *CURRENT SURVEY CONTROL
 MV0366  ___________________________________________________________________
 MV0366* NAD 83(1994)-  41 10 19.36894(N)    119 34 32.82415(W)     ADJUSTED  
 MV0366* NAVD 88     -      1833.33   (+/-2cm)    6014.9    (feet)  VERTCON   
 MV0366  ___________________________________________________________________
 MV0366  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 MV0366  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 MV0366
 MV0366  HORZ ORDER  -  THIRD
 MV0366  VERT ORDER  -  THIRD ? (See Below)
 MV0366
 MV0366.The horizontal coordinates were established by classical geodetic methods
 MV0366.and adjusted by the National Geodetic Survey in June 1998..
 MV0366
 MV0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0366.The vertical order pertains to the NGVD 29 superseded value.
 MV0366
 MV0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0366
 MV0366.The geoid height was determined by GEOID03.
 MV0366
 MV0366;                    North         East     Units Scale Factor Converg.
 MV0366;SPC NV W     - 4,713,225.272   716,725.206   MT  0.99998532   -0 39 12.2
 MV0366;SPC NV W     -15,463,306.58  2,351,455.95   sFT  0.99998532   -0 39 12.2
 MV0366;UTM  11      - 4,561,054.739   283,927.024   MT  1.00017463   -1 41 46.9
 MV0366
 MV0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0366!SPC NV W     -   0.99971589  x   0.99998532  =   0.99970121
 MV0366!UTM  11      -   0.99971589  x   1.00017463  =   0.99989047
 MV0366
 MV0366:                Primary Azimuth Mark                     Grid Az
 MV0366:SPC NV W     -  CHERRY                                   256 06 51.5
 MV0366:UTM  11      -  CHERRY                                   257 09 26.2
 MV0366
 MV0366|---------------------------------------------------------------------|
 MV0366| PID    Reference Object                     Distance      Geod. Az  |
 MV0366|                                                           dddmmss.s |
 MV0366| MV0368 CHERRY                              APPROX.14.3 KM 2552739.3 |
 MV0366|---------------------------------------------------------------------|
 MV0366
 MV0366                          SUPERSEDED SURVEY CONTROL
 MV0366
 MV0366  NAD 83(1992)-  41 10 19.37076(N)    119 34 32.82921(W) AD(       ) 3
 MV0366  NAD 83(1986)-  41 10 19.37578(N)    119 34 32.83230(W) AD(       ) 3
 MV0366  NAD 27      -  41 10 19.74782(N)    119 34 29.12324(W) AD(       ) 3
 MV0366  NGVD 29 (07/19/86) 1832.15   (m)         6011.0    (f) LEVELING    3  
 MV0366
 MV0366.Superseded values are not recommended for survey control.
 MV0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0366.See file dsdata.txt to determine how the superseded data were derived.
 MV0366
 MV0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF8392761055(NAD 83)
 MV0366_MARKER: DD = SURVEY DISK
 MV0366_SETTING: 80 = SET IN A BOULDER
 MV0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0366+STABILITY: SURFACE MOTION
 MV0366
 MV0366  HISTORY     - Date     Condition        Report By
 MV0366  HISTORY     - 1966     MONUMENTED       USGS
 MV0366
 MV0366                          STATION DESCRIPTION
 MV0366
 MV0366'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DER)
 MV0366'LOCATED ABOUT 7 MI. SW. OF THE DENIO RANCH.  ABOUT 6 MI. NW. OF
 MV0366'THE GRASS VALLEY RANCH.  ABOUT 2 MI. NW. OF THE JUNCTION OF
 MV0366'COTTONWOOD CREEK AND GRASS VALLEY CREEK.  ON THE NW. FINGER OF A
 MV0366'SMALL, LOW MESA.
 MV0366'
 MV0366'REACHED BY HELICOPTER.
 MV0366'
 MV0366'STATION MARK--STANDARD TABLET STAMPED COTTON 1966 CEMENTED IN
 MV0366'TOP OF BOULDER.
 MV0366'
 MV0366'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0663 ***********************************************************************
 LQ0663  DESIGNATION -  COTTON
 LQ0663  PID         -  LQ0663
 LQ0663  STATE/COUNTY-  NV/ELKO
 LQ0663  USGS QUAD   -  CURRIE GARDENS (1984)
 LQ0663
 LQ0663                         *CURRENT SURVEY CONTROL
 LQ0663  ___________________________________________________________________
 LQ0663* NAD 83(1994)-  40 19 41.23478(N)    114 47 34.82474(W)     ADJUSTED  
 LQ0663* NAVD 88     -      1851.00   (+/-2cm)    6072.8    (feet)  VERTCON   
 LQ0663  ___________________________________________________________________
 LQ0663  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 LQ0663  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 LQ0663
 LQ0663  HORZ ORDER  -  SECOND
 LQ0663  VERT ORDER  -  THIRD ? (See Below)
 LQ0663
 LQ0663.The horizontal coordinates were established by classical geodetic methods
 LQ0663.and adjusted by the National Geodetic Survey in June 1998..
 LQ0663
 LQ0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0663.The vertical order pertains to the NGVD 29 superseded value.
 LQ0663
 LQ0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0663
 LQ0663.The geoid height was determined by GEOID03.
 LQ0663
 LQ0663;                    North         East     Units Scale Factor Converg.
 LQ0663;SPC NV E     - 8,619,342.362   267,158.519   MT  0.99995550   +0 30 41.4
 LQ0663;SPC NV E     -28,278,625.73    876,502.57   sFT  0.99995550   +0 30 41.4
 LQ0663;UTM  11      - 4,466,513.997   687,491.092   MT  1.00003274   +1 25 43.3
 LQ0663
 LQ0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0663!SPC NV E     -   0.99971263  x   0.99995550  =   0.99966814
 LQ0663!UTM  11      -   0.99971263  x   1.00003274  =   0.99974536
 LQ0663
 LQ0663|---------------------------------------------------------------------|
 LQ0663| PID    Reference Object                     Distance      Geod. Az  |
 LQ0663|                                                           dddmmss.s |
 LQ0663| LQ0241 S 396                                 9.848 METERS 01408     |
 LQ0663| DD4776 COTTON RM 1                           9.596 METERS 27301     |
 LQ0663| LQ0240 R 396                                              2754932.8 |
 LQ0663|---------------------------------------------------------------------|
 LQ0663
 LQ0663                          SUPERSEDED SURVEY CONTROL
 LQ0663
 LQ0663  NAD 83(1994)-  40 19 41.23388(N)    114 47 34.82298(W) AD(       ) 2
 LQ0663  NAD 83(1986)-  40 19 41.23006(N)    114 47 34.82117(W) AD(       ) 2
 LQ0663  NAD 27      -  40 19 41.48460(N)    114 47 31.71872(W) AD(       ) 2
 LQ0663  NGVD 29 (07/19/86) 1849.84   (m)         6069.0    (f) LEVELING    3  
 LQ0663
 LQ0663.Superseded values are not recommended for survey control.
 LQ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0663.See file dsdata.txt to determine how the superseded data were derived.
 LQ0663
 LQ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE8749166514(NAD 83)
 LQ0663_MARKER: DS = TRIANGULATION STATION DISK
 LQ0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0663_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0663
 LQ0663  HISTORY     - Date     Condition        Report By
 LQ0663  HISTORY     - 1965     MONUMENTED       CGS
 LQ0663
 LQ0663                          STATION DESCRIPTION
 LQ0663
 LQ0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0663'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF CURRIE AND ABOUT
 LQ0663'1/2 MILE WEST OF U.S. HIGHWAY 93.
 LQ0663'
 LQ0663'TO REACH FROM CURRIE, GO NORTHWEST ON U.S. HIGHWAY 93 FOR 4.7
 LQ0663'MILES TO A SIDE ROAD LEFT AND SIGN BUTTE VALLEY, TURN LEFT,
 LQ0663'GO WEST ON GRAVEL ROAD FOR 0.5 MILE TO STATION ON LEFT.
 LQ0663'
 LQ0663'STATION MARK, A STANDARD DISK STAMPED COTTON 1965, IS SET IN
 LQ0663'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  THE
 LQ0663'MARK IS 60 FEET SOUTH OF CENTER OF ROAD AND 32.0 SOUTH OF
 LQ0663'WITNESS POST.
 LQ0663'
 LQ0663'REFERENCE MARK 1, A STANDARD DISK SET IN THE TOP OF A ROUND
 LQ0663'CONCRETE POST WHICH PROJECTS 3 INCHES AND STAMPED COTTON NO 1
 LQ0663'1965.
 LQ0663'
 LQ0663'BM S 396 1963 (REFERENCE MARK 2), A STANDARD BENCH MARK DISK
 LQ0663'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES
 LQ0663'AND STAMPED S 396 1963.  THE MARK IS 28 FEET SOUTH OF CENTER
 LQ0663'OF ROAD AND 1.8 FEET EAST OF WITNESS POST.
 LQ0663'
 LQ0663'BM R 396 1963 (AZIMUTH MARK), IS A STANDARD BENCH MARK DISK SET
 LQ0663'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES
 LQ0663'AND STAMPED R 396 1963.  THE MARK IS 27 FEET SOUTH OF ROAD
 LQ0663'FORK, 26 FEET SOUTHWEST OF CENTER OF ROAD AND 1.5 FEET SOUTHWEST
 LQ0663'OF WITNESS POST.
 LQ0663'
 LQ0663'THE DISTANCE FROM R.M. NO. 1 TO BM S 396 1963 IS 49.27 FT.
 LQ0663'OR 15.018 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0518 ***********************************************************************
 MV0518  DESIGNATION -  COTTON
 MV0518  PID         -  MV0518
 MV0518  STATE/COUNTY-  NV/HUMBOLDT
 MV0518  USGS QUAD   -  HOLLOWAY MOUNTAIN (1990)
 MV0518
 MV0518                         *CURRENT SURVEY CONTROL
 MV0518  ___________________________________________________________________
 MV0518* NAD 83(1994)-  41 58 17.89546(N)    118 20 41.41740(W)     ADJUSTED  
 MV0518* NAVD 88     -      2328.8    (meters)    7640.     (feet)  VERTCON   
 MV0518  ___________________________________________________________________
 MV0518  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 MV0518  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 MV0518
 MV0518  HORZ ORDER  -  THIRD
 MV0518
 MV0518.The horizontal coordinates were established by classical geodetic methods
 MV0518.and adjusted by the National Geodetic Survey in June 1998..
 MV0518
 MV0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0518
 MV0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0518
 MV0518.The geoid height was determined by GEOID03.
 MV0518
 MV0518;                    North         East     Units Scale Factor Converg.
 MV0518;SPC NV W     - 4,801,575.605   819,766.308   MT  0.99990481   +0 09 34.2
 MV0518;SPC NV W     -15,753,169.30  2,689,516.63   sFT  0.99990481   +0 09 34.2
 MV0518;UTM  11      - 4,647,501.815   388,573.158   MT  0.99975278   -0 53 58.1
 MV0518
 MV0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0518!SPC NV W     -   0.99963791  x   0.99990481  =   0.99954276
 MV0518!UTM  11      -   0.99963791  x   0.99975278  =   0.99939078
 MV0518
 MV0518|---------------------------------------------------------------------|
 MV0518| PID    Reference Object                     Distance      Geod. Az  |
 MV0518|                                                           dddmmss.s |
 MV0518| CS8502 COTTON RM 1                           7.151 METERS 23805     |
 MV0518| CS8503 COTTON RM 2                           8.790 METERS 33309     |
 MV0518|---------------------------------------------------------------------|
 MV0518
 MV0518                          SUPERSEDED SURVEY CONTROL
 MV0518
 MV0518  NAD 83(1991)-  41 58 17.89560(N)    118 20 41.41742(W) AD(       ) 3
 MV0518  NGVD 29 (11/09/93) 2327.5    (m)         7636.     (f) VERT ANG       
 MV0518
 MV0518.Superseded values are not recommended for survey control.
 MV0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0518.See file dsdata.txt to determine how the superseded data were derived.
 MV0518
 MV0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG8857347502(NAD 83)
 MV0518_MARKER: DD = SURVEY DISK
 MV0518_SETTING: 66 = SET IN ROCK OUTCROP
 MV0518_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MV0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0518+STABILITY: POSITION/ELEVATION WELL
 MV0518
 MV0518  HISTORY     - Date     Condition        Report By
 MV0518  HISTORY     - 1960     MONUMENTED       USGS
 MV0518
 MV0518                          STATION DESCRIPTION
 MV0518
 MV0518'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MV0518'LOCATED ABOUT 15 MI E. OF DENIO, ABOUT 9 MI NW. OF KINGS RIVER
 MV0518'RANCH.  ON HIGH PROMINENT TOP BETWEEN KINGS RIVER AND SOUTH FORK
 MV0518'OF COTTONWOOD CREEK.
 MV0518'
 MV0518'STATION REACHED BY HELICOPTER.
 MV0518'
 MV0518'STATION MARK--STANDARD TABLET STAMPED---COTTON 1960---, CEMENTED IN
 MV0518'DRILL HOLE IN SOLID ROCK OUTCROP.
 MV0518'
 MV0518'RM 1--STANDARD RM TABLET STAMPED---NO 1 1960---, CEMENTED IN DRILL
 MV0518'HOLE IN SOLID ROCK.
 MV0518'
 MV0518'RM 2--STANDARD RM TABLET STAMPED---NO 2 1960---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0559 ***********************************************************************
 KQ0559  DESIGNATION -  COTTON
 KQ0559  PID         -  KQ0559
 KQ0559  STATE/COUNTY-  NV/EUREKA
 KQ0559  USGS QUAD   -  COCKALORUM SPRING (1990)
 KQ0559
 KQ0559                         *CURRENT SURVEY CONTROL
 KQ0559  ___________________________________________________________________
 KQ0559* NAD 83(1994)-  39 11 26.73106(N)    116 13 45.81516(W)     ADJUSTED  
 KQ0559* NAVD 88     -      2764.4    (meters)    9070.     (feet)  VERTCON   
 KQ0559  ___________________________________________________________________
 KQ0559  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 KQ0559  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 KQ0559
 KQ0559  HORZ ORDER  -  THIRD
 KQ0559
 KQ0559.The horizontal coordinates were established by classical geodetic methods
 KQ0559.and adjusted by the National Geodetic Survey in June 1998..
 KQ0559
 KQ0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0559
 KQ0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0559
 KQ0559.The geoid height was determined by GEOID03.
 KQ0559
 KQ0559;                    North         East     Units Scale Factor Converg.
 KQ0559;SPC NV E     - 8,492,972.716   144,190.093   MT  0.99993834   -0 24 29.7
 KQ0559;SPC NV E     -27,864,027.99    473,063.66   sFT  0.99993834   -0 24 29.7
 KQ0559;SPC NV C     - 6,492,864.966   537,773.812   MT  0.99991756   +0 16 34.7
 KQ0559;SPC NV C     -21,302,007.81  1,764,346.25   sFT  0.99991756   +0 16 34.7
 KQ0559;UTM  11      - 4,338,228.426   566,549.066   MT  0.99965453   +0 29 13.1
 KQ0559
 KQ0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0559!SPC NV E     -   0.99956982  x   0.99993834  =   0.99950818
 KQ0559!SPC NV C     -   0.99956982  x   0.99991756  =   0.99948741
 KQ0559!UTM  11      -   0.99956982  x   0.99965453  =   0.99922449
 KQ0559
 KQ0559                          SUPERSEDED SURVEY CONTROL
 KQ0559
 KQ0559  NAD 83(1986)-  39 11 26.72963(N)    116 13 45.81569(W) AD(       ) 3
 KQ0559  NGVD 29 (04/13/94) 2763.0    (m)         9065.     (f) VERT ANG       
 KQ0559
 KQ0559.Superseded values are not recommended for survey control.
 KQ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0559.See file dsdata.txt to determine how the superseded data were derived.
 KQ0559
 KQ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND6654938228(NAD 83)
 KQ0559_MARKER: DS = TRIANGULATION STATION DISK
 KQ0559_SETTING: 0 = UNSPECIFIED SETTING
 KQ0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0559
 KQ0559  HISTORY     - Date     Condition        Report By
 KQ0559  HISTORY     - 1955     MONUMENTED       USGS
 KQ0559
 KQ0559                          STATION DESCRIPTION
 KQ0559
 KQ0559'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0559'LOCATED ABOUT 37.0 MI. NW. OF DUCKWATER, 27.0 MI. SW. OF EUREKA,
 KQ0559'ON ONE OF THE HIGHEST PEAKS ON E. END OF ANTELOPE MOUNTAIN RANGE.
 KQ0559'
 KQ0559'TO REACH FROM EUREKA POST OFFICE, DRIVE S. ON U.S. HIGHWAY 50 FOR
 KQ0559'9.4 MI. TO DIRD T RD., TURN RIGHT (S.) 8.5 MI. TO Y RD., TURN RIGHT
 KQ0559'(S.) 0.1 MI. TO Y RD., GO RIGHT (SW.) 0.7 MI. TO Y RD., TURN RIGHT
 KQ0559'(W.) 1.1 MI. TO Y RD., TURN LEFT (W.) 0.3 MI. TO Y RD., THENCE LEFT
 KQ0559'(W.) 0.1 MI. ALONG FENCE TO Y RD., GO STRAIGHT AHEAD (W.) 2.5 MI. TO
 KQ0559'Y RD., GO STRAIGHT AHEAD (W.) AT FENCE CORNER 0.2 MI. TO Y RD. TURN
 KQ0559'RIGHT (W.) 4.7 MI. TO SUMMIT, CONTINUE 3.2 MI. TO Y-RD., GO STRAIGHT
 KQ0559'AHEAD (W.) 0.4 MI. AND TURN OFF MAIN RD. ONTO DIM DIRT RD., GO 1.6
 KQ0559'MI. TO Y-RD., GO LEFT (SW.) 1.4 MI. TO Y-RD., TURN LEFT (S.), CROSS
 KQ0559'PIPELINE AND CONTINUE UP GULCH 4.9 MI.  PACK UP GULCH AND RIDGE TO
 KQ0559'STATION.  ABOUT 15 MIN. PACK.
 KQ0559'
 KQ0559'STATION MARK STANDARD TABLET STAMPED----COTTON----CEMENTED IN ROCK
 KQ0559'OUTCROP UNDER A 2.3 FT. CAIRN.
 KQ0559'
 KQ0559'REFERENCE MARK NO. 2 STANDARD REFERENCE MARK TABLET STAMPED----NO
 KQ0559'2----CEMENTED IN CRACK IN ROCK, 21.90 FT. FROM STATION MARK
 KQ0559'189 DEGREES 12 MINUTES.
 KQ0559'
 KQ0559'NOTE--ONLY ONE REFERENCE MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9358 ***********************************************************************
 AH9358  DESIGNATION -  COTTON
 AH9358  PID         -  AH9358
 AH9358  STATE/COUNTY-  NV/ELKO
 AH9358  USGS QUAD   -  GREEN MOUNTAIN (1985)
 AH9358
 AH9358                         *CURRENT SURVEY CONTROL
 AH9358  ___________________________________________________________________
 AH9358* NAD 83(1994)-  40 29 20.55352(N)    115 31 20.70577(W)     ADJUSTED  
 AH9358* NAVD 88     -      3178.6    (meters)   10428.     (feet)  VERTCON   
 AH9358  ___________________________________________________________________
 AH9358  LAPLACE CORR-          12.01  (seconds)                    DEFLEC99
 AH9358  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 AH9358
 AH9358  HORZ ORDER  -  THIRD
 AH9358
 AH9358.The horizontal coordinates were established by classical geodetic methods
 AH9358.and adjusted by the National Geodetic Survey in March 1999..
 AH9358
 AH9358.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9358
 AH9358.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9358
 AH9358.The geoid height was determined by GEOID03.
 AH9358
 AH9358;                    North         East     Units Scale Factor Converg.
 AH9358;SPC NV E     - 8,636,911.756   205,163.957   MT  0.99990033   +0 02 22.4
 AH9358;SPC NV E     -28,336,267.99    673,108.75   sFT  0.99990033   +0 02 22.4
 AH9358;UTM  11      - 4,483,087.008   625,223.773   MT  0.99979302   +0 57 34.3
 AH9358
 AH9358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9358!SPC NV E     -   0.99950452  x   0.99990033  =   0.99940490
 AH9358!UTM  11      -   0.99950452  x   0.99979302  =   0.99929764
 AH9358
 AH9358                          SUPERSEDED SURVEY CONTROL
 AH9358
 AH9358  NGVD 29 (03/11/99) 3177.2    (m)        10424.     (f) VERT ANG       
 AH9358
 AH9358.Superseded values are not recommended for survey control.
 AH9358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9358.See file dsdata.txt to determine how the superseded data were derived.
 AH9358
 AH9358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE2522483087(NAD 83)
 AH9358_MARKER: DS = TRIANGULATION STATION DISK
 AH9358_SETTING: 66 = SET IN ROCK OUTCROP
 AH9358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9358+STABILITY: POSITION/ELEVATION WELL
 AH9358
 AH9358  HISTORY     - Date     Condition        Report By
 AH9358  HISTORY     - 1957     MONUMENTED       USGS
 AH9358
 AH9358                          STATION DESCRIPTION
 AH9358
 AH9358'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AH9358'LOCATED ABOUT 27 MI. SSE OF ELKO, 9 MI. NE OF JIGGS AND 7 MI. SE OF
 AH9358'LEE, ON A PROMINENT TOP OF THE RIDGE DIVIDING RATTLESNAKE CREEK AND
 AH9358'THE NORTH BRANCH OF SMITH CREEK AND AT THE HEAD OF COTTONWOOD CREEK.
 AH9358'STATION IS ON THE SOUTHERN OF TWO TOPS. TO REACH FROM THE JUNCTION OF
 AH9358'5TH AND IDAHO STREETS---US HIGHWAY 40 IN ELKO, DRIVE S ON STATE
 AH9358'HIGHWAY 46---JIGGS RD--- FOR 7 MI., TURN RIGHT AND CONTINUE S ON
 AH9358'HIGHWAY 46 FOR 20.1 MI., TURN LEFT ON DIRT RD ---THIS FORK IS 7.3 MI.
 AH9358'N OF THE VILLAGE OF JIGGS AND ABOUT 2000 FT N OF A STREAM
 AH9358'CROSSING---AND DRIVE E ON DIRT RD FOR 1.5 MI., TAKE RIGHT FORK AT Y-RD
 AH9358'AND CONTINUE E FOR 0.5 MI. ALONG EDGE OF HAY MEADOW TO RD FORKS, TURN
 AH9358'LEFT ON DIM TRACK RD FOR 1.7 MI., TURN RIGHT UP RIDGE ON DIM TRACK RD
 AH9358'AFTER CROSSING SHARP DRAIN AND CONTINUE E ALONG RIDGE FOR 0.7 MI. TO
 AH9358'FENCE CORNER, CONTINUE E ALONG S SIDE OF FENCE FOR 1 MI TO GATE AT
 AH9358'FENCE CORNER, PASS THROUGH GATE AND BEAR RIGHT TOWARD BURNED AREA ON
 AH9358'RIDGE, FOLLOW UP RIDGE TO MAIN RIDGE, THENCE ALONG MAIN RIDGE FOR
 AH9358'ABOUT 2.6 MI. FROM LAST GATE.---DIFFICULT 4 WHEEL DRIVE TRIP FROM
 AH9358'GATE.---PACK E ALONG RIDGE TO TOP, A JUNCTION OF TWO MAIN RIDGES. A 2
 AH9358'HOUR PACK. STATION MARK--STANDARD TABLET STAMPED---COTTON
 AH9358'1957---CEMENTED IN DRILL HOLE IN ROCK OUTCROP. REFERENCE MARK NO.
 AH9358'1--STANDARD TABLET CEMENTED IN DRILL HOLE IN LARGE BOULDER, 10.30 FT.
 AH9358'FROM STATION MARK IN DIRECTI 80 DEGREE 17 MINUTE. REFERENCE MARK NO.
 AH9358'2--STANDARD TABLET CEMENTED IN DRILL HOLE IN BOULDER OUTCROP, 16.65 FT
 AH9358'FROM STATION MARK IN DIRECTI 335 DEGREE 55 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1474 ***********************************************************************
 KR1474  DESIGNATION -  COTTON CAIRN
 KR1474  PID         -  KR1474
 KR1474  STATE/COUNTY-  NV/CHURCHILL
 KR1474  USGS QUAD   -  DIXIE HOT SPRINGS NE (1990)
 KR1474
 KR1474                         *CURRENT SURVEY CONTROL
 KR1474  ___________________________________________________________________
 KR1474* NAD 83(1994)-  39 58 26.76596(N)    118 01 57.03687(W)     ADJUSTED  
 KR1474* NAVD 88     -      2386.     (meters)    7828.     (feet)  SCALED    
 KR1474  ___________________________________________________________________
 KR1474  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 KR1474  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 KR1474
 KR1474  HORZ ORDER  -  SECOND
 KR1474
 KR1474.The horizontal coordinates were established by classical geodetic methods
 KR1474.and adjusted by the National Geodetic Survey in June 1998..
 KR1474
 KR1474.The orthometric height was scaled from a topographic map.
 KR1474
 KR1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1474
 KR1474.The geoid height was determined by GEOID03.
 KR1474
 KR1474;                    North         East     Units Scale Factor Converg.
 KR1474;SPC NV W     - 4,579,882.413   847,050.096   MT  0.99992724   +0 21 14.0
 KR1474;SPC NV W     -15,025,830.88  2,779,030.19   sFT  0.99992724   +0 21 14.0
 KR1474;UTM  11      - 4,425,393.169   411,831.105   MT  0.99969570   -0 39 48.1
 KR1474
 KR1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1474!SPC NV W     -   0.99962933  x   0.99992724  =   0.99955660
 KR1474!UTM  11      -   0.99962933  x   0.99969570  =   0.99932515
 KR1474
 KR1474                          SUPERSEDED SURVEY CONTROL
 KR1474
 KR1474  NAD 83(1986)-  39 58 26.77103(N)    118 01 57.02767(W) AD(       ) 2
 KR1474  NAD 27      -  39 58 27.08000(N)    118 01 53.54800(W) AD(       ) 2
 KR1474
 KR1474.Superseded values are not recommended for survey control.
 KR1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1474.See file dsdata.txt to determine how the superseded data were derived.
 KR1474
 KR1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME1183125393(NAD 83)
 KR1474_MARKER: 72 = CAIRN
 KR1474
 KR1474  HISTORY     - Date     Condition        Report By
 KR1474  HISTORY     - 1958     FIRST OBSERVED   CGS
 KR1474
 KR1474                          STATION DESCRIPTION
 KR1474
 KR1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR1474'STATION IS LOCATED ABOUT 31 MILES SOUTHEAST OF UNIONVILLE,
 KR1474'ABOUT 28 MILES EAST-SOUTHEAST OF LOVELOCK AND ABOUT 28 MILES
 KR1474'SOUTHEAST OF OREANA ON A HIGH PROMINENT PEAK ABOUT THE CENTER
 KR1474'OF THE STILLWATER MOUNTAIN RANGE.
 KR1474'
 KR1474'STATION MARK C0TT0N
 KR1474'IS 27 FEET SOUTHEAST OF CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0555 ***********************************************************************
 JQ0555  DESIGNATION -  COTTONWOOD
 JQ0555  PID         -  JQ0555
 JQ0555  STATE/COUNTY-  NV/NYE
 JQ0555  USGS QUAD   -  PARK MOUNTAIN (1968)
 JQ0555
 JQ0555                         *CURRENT SURVEY CONTROL
 JQ0555  ___________________________________________________________________
 JQ0555* NAD 83(1994)-  38 54 21.98542(N)    116 09 10.87462(W)     ADJUSTED  
 JQ0555* NAVD 88     -      2762.4    (meters)    9063.     (feet)  VERTCON   
 JQ0555  ___________________________________________________________________
 JQ0555  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 JQ0555  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 JQ0555
 JQ0555  HORZ ORDER  -  SECOND
 JQ0555
 JQ0555.The horizontal coordinates were established by classical geodetic methods
 JQ0555.and adjusted by the National Geodetic Survey in June 1998..
 JQ0555
 JQ0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0555
 JQ0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0555
 JQ0555.The geoid height was determined by GEOID03.
 JQ0555
 JQ0555;                    North         East     Units Scale Factor Converg.
 JQ0555;SPC NV C     - 6,461,301.464   544,549.720   MT  0.99992443   +0 19 21.4
 JQ0555;SPC NV C     -21,198,453.22  1,786,576.87   sFT  0.99992443   +0 19 21.4
 JQ0555;SPC NV E     - 8,461,330.324   150,589.641   MT  0.99993005   -0 21 28.1
 JQ0555;SPC NV E     -27,760,214.57    494,059.51   sFT  0.99993005   -0 21 28.1
 JQ0555;UTM  11      - 4,306,698.189   573,438.824   MT  0.99966641   +0 31 55.1
 JQ0555
 JQ0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0555!SPC NV C     -   0.99957021  x   0.99992443  =   0.99949467
 JQ0555!SPC NV E     -   0.99957021  x   0.99993005  =   0.99950029
 JQ0555!UTM  11      -   0.99957021  x   0.99966641  =   0.99923676
 JQ0555
 JQ0555|---------------------------------------------------------------------|
 JQ0555| PID    Reference Object                     Distance      Geod. Az  |
 JQ0555|                                                           dddmmss.s |
 JQ0555| DD4777 COTTONWOOD RM 1                       9.008 METERS 20217     |
 JQ0555| KQ0510 BUTLER                              APPROX.28.3 KM 2914157.5 |
 JQ0555| DD4778 COTTONWOOD RM 2                       6.966 METERS 31108     |
 JQ0555|---------------------------------------------------------------------|
 JQ0555
 JQ0555                          SUPERSEDED SURVEY CONTROL
 JQ0555
 JQ0555  NAD 83(1986)-  38 54 21.98287(N)    116 09 10.87444(W) AD(       ) 2
 JQ0555  NAD 27      -  38 54 22.22538(N)    116 09 07.67455(W) AD(       ) 2
 JQ0555  NGVD 29 (07/19/86) 2761.0    (m)         9058.     (f) VERT ANG       
 JQ0555
 JQ0555.Superseded values are not recommended for survey control.
 JQ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0555.See file dsdata.txt to determine how the superseded data were derived.
 JQ0555
 JQ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND7343906698(NAD 83)
 JQ0555_MARKER: DD = SURVEY DISK
 JQ0555_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0555_SP_SET: PARTIALLY EXPOSED BEDROCK
 JQ0555
 JQ0555  HISTORY     - Date     Condition        Report By
 JQ0555  HISTORY     - 1967     MONUMENTED       USGS
 JQ0555
 JQ0555                          STATION DESCRIPTION
 JQ0555
 JQ0555'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (TES)
 JQ0555'LOCATED ABOUT 49 MI. (AIRLINE) N. OF WARM SPRINGS.  ABOUT 19.5
 JQ0555'MI. NNE. OF MOREY PEAK.  ON THE N. END OF A N.-S. MOUNTAIN
 JQ0555'RANGE.  ON A BRUSH-COVERED TOP.
 JQ0555'
 JQ0555'TO REACH FROM WARM SPRINGS, FLY ON A TRUE BEARING OF N. 12 DEG
 JQ0555'E. FOR 49 MI. TO TOP AND STATION.  HELICOPTER MAY HAVE TO LAND
 JQ0555'IN MEADOW JUST E. OF TOP, A 15-MINUTE PACK.
 JQ0555'
 JQ0555'STATION MARK--A STANDARD TABLET STAMPED COTTONWOOD 1967 CEMENTED
 JQ0555'IN ROCK FLUSH WITH GROUND.
 JQ0555'
 JQ0555'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED NO 1 1967
 JQ0555'CEMENTED IN ROCK ABOUT 2 FT. LOWER THAN STATION.
 JQ0555'
 JQ0555'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED NO 2 1967
 JQ0555'CEMENTED IN ROCK ABOUT 6 FT. LOWER THAN STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0464 ***********************************************************************
 KP0464  DESIGNATION -  COTTONWOOD
 KP0464  PID         -  KP0464
 KP0464  STATE/COUNTY-  NV/WHITE PINE
 KP0464  USGS QUAD   -  TREASURE HILL (1990)
 KP0464
 KP0464                         *CURRENT SURVEY CONTROL
 KP0464  ___________________________________________________________________
 KP0464* NAD 83(1994)-  39 11 47.76798(N)    115 23 15.46682(W)     ADJUSTED  
 KP0464* NAVD 88     -      2852.5    (meters)    9359.     (feet)  VERTCON   
 KP0464  ___________________________________________________________________
 KP0464  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 KP0464  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 KP0464
 KP0464  HORZ ORDER  -  THIRD
 KP0464
 KP0464.The horizontal coordinates were established by classical geodetic methods
 KP0464.and adjusted by the National Geodetic Survey in June 1998..
 KP0464
 KP0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0464
 KP0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0464
 KP0464.The geoid height was determined by GEOID03.
 KP0464
 KP0464;                    North         East     Units Scale Factor Converg.
 KP0464;SPC NV E     - 8,493,440.812   216,904.404   MT  0.99990352   +0 07 25.3
 KP0464;SPC NV E     -27,865,563.73    711,627.20   sFT  0.99990352   +0 07 25.3
 KP0464;UTM  11      - 4,339,832.418   639,234.512   MT  0.99983870   +1 01 09.0
 KP0464
 KP0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0464!SPC NV E     -   0.99955591  x   0.99990352  =   0.99945947
 KP0464!UTM  11      -   0.99955591  x   0.99983870  =   0.99939468
 KP0464
 KP0464|---------------------------------------------------------------------|
 KP0464| PID    Reference Object                     Distance      Geod. Az  |
 KP0464|                                                           dddmmss.s |
 KP0464| CS8716 COTTONWOOD RM 1                       2.749 METERS 01319     |
 KP0464| CS8717 COTTONWOOD RM 2                       2.923 METERS 13403     |
 KP0464|---------------------------------------------------------------------|
 KP0464
 KP0464                          SUPERSEDED SURVEY CONTROL
 KP0464
 KP0464  NAD 83(1994)-  39 11 47.76301(N)    115 23 15.46592(W) AD(       ) 3
 KP0464  NAD 83(1986)-  39 11 47.76319(N)    115 23 15.46601(W) AD(       ) 3
 KP0464  NGVD 29 (01/04/94) 2851.0    (m)         9354.     (f) VERT ANG       
 KP0464
 KP0464.Superseded values are not recommended for survey control.
 KP0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0464.See file dsdata.txt to determine how the superseded data were derived.
 KP0464
 KP0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD3923539832(NAD 83)
 KP0464_MARKER: DS = TRIANGULATION STATION DISK
 KP0464_SETTING: 66 = SET IN ROCK OUTCROP
 KP0464_SP_SET: SET IN BEDROCK
 KP0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0464+STABILITY: POSITION/ELEVATION WELL
 KP0464
 KP0464  HISTORY     - Date     Condition        Report By
 KP0464  HISTORY     - 1947     MONUMENTED       USGS
 KP0464
 KP0464                          STATION DESCRIPTION
 KP0464
 KP0464'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 KP0464'LOCATED ABOUT 5.0 MI E. AND 3.0 MI S. OF OLD TOWN OF HAMILTON.  ON
 KP0464'HIGH RIDGE TO E. NEAR HEAD OF COTTONWOOD CREEK, ON HIGH TOP NEAR
 KP0464'NORTH END OF HIGHEST PART OF RIDGE.
 KP0464'
 KP0464'TO REACH FROM MOORMAN RANCH ON U.S. HWY. 50, DRIVE 3.8 MI W. TO
 KP0464'SIGN ILLIPAH CR..  TURN LEFT FOLLOWING RD. UP ILLIPAH CREEK 5.0
 KP0464'MI.  TAKE LEFT FORK ABOUT 0.1 MI TO CREEK X-ING. AT SMALL MEADOW.
 KP0464'CONTINUE ON POOR RD. 6.5 MI S. UP COTTONWOOD CREEK TO ITS HEAD
 KP0464'AND SADDLE.  FROM HERE STATION IS ABOUT 0.8 MI E.  ABOUT A 1-1/2
 KP0464'HOUR PACK.
 KP0464'
 KP0464'STATION MARK--STANDARD TABLET STAMPED---COTTONWOOD 1947---,
 KP0464'CEMENTED IN BEDROCK.
 KP0464'
 KP0464'RM 1--STANDARD RM TABLET STAMPED---COTTONWOOD NO 1---, CEMENTED IN
 KP0464'BEDROCK.
 KP0464'
 KP0464'RM 2--STANDARD RM TABLET STAMPED---COTTONWOOD NO 2---, CEMENTED IN
 KP0464'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1857 ***********************************************************************
 KR1857  DESIGNATION -  COUNTY
 KR1857  PID         -  KR1857
 KR1857  STATE/COUNTY-  NV/WASHOE
 KR1857  USGS QUAD   -  JUNIPER PEAK (1986)
 KR1857
 KR1857                         *CURRENT SURVEY CONTROL
 KR1857  ___________________________________________________________________
 KR1857* NAD 83(1994)-  39 47 43.71182(N)    119 10 59.78016(W)     ADJUSTED  
 KR1857* NAVD 88     -      2198.4    (meters)    7213.     (feet)  VERTCON   
 KR1857  ___________________________________________________________________
 KR1857  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 KR1857  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 KR1857
 KR1857  HORZ ORDER  -  THIRD
 KR1857
 KR1857.The horizontal coordinates were established by classical geodetic methods
 KR1857.and adjusted by the National Geodetic Survey in June 1998..
 KR1857
 KR1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1857
 KR1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1857
 KR1857.The geoid height was determined by GEOID03.
 KR1857
 KR1857;                    North         East     Units Scale Factor Converg.
 KR1857;SPC NV W     - 4,560,077.975   748,621.349   MT  0.99993249   -0 23 02.4
 KR1857;SPC NV W     -14,960,855.82  2,456,101.88   sFT  0.99993249   -0 23 02.4
 KR1857;UTM  11      - 4,407,337.508   313,073.448   MT  1.00003019   -1 23 52.1
 KR1857
 KR1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1857!SPC NV W     -   0.99965896  x   0.99993249  =   0.99959147
 KR1857!UTM  11      -   0.99965896  x   1.00003019  =   0.99968914
 KR1857
 KR1857|---------------------------------------------------------------------|
 KR1857| PID    Reference Object                     Distance      Geod. Az  |
 KR1857|                                                           dddmmss.s |
 KR1857| CS7087 COUNTY RM 2                           7.437 METERS 06118     |
 KR1857| CS7086 COUNTY RM 1                           2.938 METERS 27903     |
 KR1857|---------------------------------------------------------------------|
 KR1857
 KR1857                          SUPERSEDED SURVEY CONTROL
 KR1857
 KR1857  NAD 83(1992)-  39 47 43.71770(N)    119 10 59.77490(W) AD(       ) 3
 KR1857  NAD 83(1986)-  39 47 43.72041(N)    119 10 59.77189(W) AD(       ) 3
 KR1857  NGVD 29 (10/14/92) 2197.3    (m)         7209.     (f) VERT ANG       
 KR1857
 KR1857.Superseded values are not recommended for survey control.
 KR1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1857.See file dsdata.txt to determine how the superseded data were derived.
 KR1857
 KR1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE1307307338(NAD 83)
 KR1857_MARKER: DS = TRIANGULATION STATION DISK
 KR1857_SETTING: 80 = SET IN A BOULDER
 KR1857_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KR1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1857+STABILITY: SURFACE MOTION
 KR1857
 KR1857  HISTORY     - Date     Condition        Report By
 KR1857  HISTORY     - 1956     MONUMENTED       USGS
 KR1857
 KR1857                          STATION DESCRIPTION
 KR1857
 KR1857'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KR1857'LOCATED ABOUT 10 MI N. AND 6 MI E. OF WADSWORTH.  ON SOUTH END OF
 KR1857'HIGH RIDGE, ABOUT ON COUNTY LINE BETWEEN WASHOE AND CHURCHILL
 KR1857'COUNTIES.
 KR1857'
 KR1857'TO REACH FROM BRADYS HOT SPRINGS 19 MI NE. OF FERNLEY ON U.S.
 KR1857'HWY. 40, DRIVE 2.5 MI NE. ON U.S. HWY. 40.  TURN LEFT ON
 KR1857'NIGHTINGALE RD. 4.4 MI.  TAKE LEFT FORK 0.2 MI NW.  TAKE RIGHT
 KR1857'FORK AT WASH 0.3 MI.  TAKE LEFT FORK 0.8 MI.  KEEP RIGHT AT Y-RD.
 KR1857'0.1 MI.  TAKE LEFT FORK UP BIG VALLEY 0.8 MI.  GO STRAIGHT AHEAD AT
 KR1857'FORK 2.5 MI TO RD. FORKS AT SADDLE.  CONTINUE STRAIGHT AHEAD
 KR1857'THROUGH SADDLE 0.6 MI DOWN WASH TO DRAIN FORKS.  TURN S. UP LARGE
 KR1857'VALLEY 1.5 MI.  LEAVE TRACK RD. SW. TOWARD CANYON CLEFT IN HILLS.
 KR1857'STATION IS ON SOUTH END OF HOGBACK AND A 7.7 FT CAIRN IS VISIBLE
 KR1857'60 FT FROM STATION.  PICK WAY SW. TO END OF RD.  PACK UP CANYON.
 KR1857'ABOUT A 1 HOUR 40 MINUTE PACK.
 KR1857'
 KR1857'STATION MARK--STANDARD TABLET STAMPED---COUNTY 1956---, IN DRILL
 KR1857'HOLE IN ROCK.
 KR1857'
 KR1857'RM 1--COPPER NAIL AND WASHER STAMPED---RM 1---, IN ROCK OUTCROP.
 KR1857'
 KR1857'RM 2--COPPER NAIL AND WASHER STAMPED---RM 2---, IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0473 ***********************************************************************
 KP0473  DESIGNATION -  COUNTY LINE MARKER SEC
 KP0473  PID         -  KP0473
 KP0473  STATE/COUNTY-  NV/WHITE PINE
 KP0473  USGS QUAD   -  MOODY PEAK NW (1990)
 KP0473
 KP0473                         *CURRENT SURVEY CONTROL
 KP0473  ___________________________________________________________________
 KP0473* NAD 83(1994)-  39 09 43.36824(N)    115 54 25.79366(W)     ADJUSTED  
 KP0473* NAVD 88     -      1982.     (meters)    6503.     (feet)  SCALED    
 KP0473  ___________________________________________________________________
 KP0473  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 KP0473  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 KP0473
 KP0473  HORZ ORDER  -  THIRD
 KP0473
 KP0473.The horizontal coordinates were established by classical geodetic methods
 KP0473.and adjusted by the National Geodetic Survey in June 1998..
 KP0473
 KP0473.The orthometric height was scaled from a topographic map.
 KP0473
 KP0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0473
 KP0473.The geoid height was determined by GEOID03.
 KP0473
 KP0473;                    North         East     Units Scale Factor Converg.
 KP0473;SPC NV E     - 8,489,636.583   172,014.503   MT  0.99990964   -0 12 16.2
 KP0473;SPC NV E     -27,853,082.69    564,350.92   sFT  0.99990964   -0 12 16.2
 KP0473;UTM  11      - 4,335,328.002   594,415.449   MT  0.99970976   +0 41 24.7
 KP0473
 KP0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0473!SPC NV E     -   0.99969244  x   0.99990964  =   0.99960211
 KP0473!UTM  11      -   0.99969244  x   0.99970976  =   0.99940229
 KP0473
 KP0473                          SUPERSEDED SURVEY CONTROL
 KP0473
 KP0473  NAD 83(1986)-  39 09 43.36671(N)    115 54 25.79465(W) AD(       ) 3
 KP0473
 KP0473.Superseded values are not recommended for survey control.
 KP0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0473.See file dsdata.txt to determine how the superseded data were derived.
 KP0473
 KP0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND9441535328(NAD 83)
 KP0473_MARKER: Z = SEE DESCRIPTION
 KP0473_SETTING: 0 = UNSPECIFIED SETTING
 KP0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KP0473
 KP0473  HISTORY     - Date     Condition        Report By
 KP0473  HISTORY     - 1955     MONUMENTED       USGS
 KP0473
 KP0473                          STATION DESCRIPTION
 KP0473
 KP0473'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KP0473'LOCATED ABOUT 25.0 MI. S. OF EUREKA, 22.0 MI. NW. OF DUCKWATER, IN A
 KP0473'BROAD WASH.
 KP0473'
 KP0473'TO REACH FROM COUNTY COURTHOUSE IN EUREKA, DRIVE IN A SOUTHEASTERLY
 KP0473'DIRECTION ON U.S. HIGHWAY 50 FOR 9.65 MI. TO GRADED RD. ON RIGHT,
 KP0473'TURN RIGHT, (S.) FOR 8.2 MI. TO RD. FORKS, TURN LEFT (E.) FOR 2.4 MI.
 KP0473'TO TRACK RD. ON RIGHT, TURN RIGHT FOR 2.3 MI. TO FENCE, TURN RIGHT
 KP0473'AND FOLLOW FENCE FOR 1.3 MI. TO GATE, TURN LEFT THROUGH GATE FOR 0.2
 KP0473'MI. TO WELL AND CABIN, PASS BETWEEN WELL AND CABIN KEEPING RD. TO
 KP0473'RIGHT 1.1 MI. TO RD. FORKS, TURN RIGHT FOR 1.3 MI. TO DIM RD. LEFT
 KP0473'IN WASH, TURN LEFT AND FOLLOW WASH 0.5 MI. TO STATION.
 KP0473'
 KP0473'STATION MARK IRON PIPE DRIVEN IN GROUND AND PROJECTING 0.5 FT. ABOVE
 KP0473'GROUND.  (THE REMAINS OF THE ORIGINAL WOODEN POST ARE FASTENED TO
 KP0473'THE STATION MARK.)
 KP0473'
 KP0473'REFERENCE MARK SEC. COR. PIPE, 790 FT. FROM STATION MARK
 KP0473'179 DEGREES 30 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0508 ***********************************************************************
 JQ0508  FBN         -  This is a Federal Base Network Control Station.
 JQ0508  DESIGNATION -  COVE
 JQ0508  PID         -  JQ0508
 JQ0508  STATE/COUNTY-  NV/NYE
 JQ0508  USGS QUAD   -  CARVERS (1971)
 JQ0508
 JQ0508                         *CURRENT SURVEY CONTROL
 JQ0508  ___________________________________________________________________
 JQ0508* NAD 83(1999)-  38 49 30.22154(N)    117 11 23.98060(W)     ADJUSTED  
 JQ0508* NAVD 88     -      1751.5    (meters)    5746.     (feet)  GPS OBS   
 JQ0508  ___________________________________________________________________
 JQ0508  EPOCH DATE  -        1999.37
 JQ0508  X           -  -2,274,145.225 (meters)                     COMP
 JQ0508  Y           -  -4,426,909.366 (meters)                     COMP
 JQ0508  Z           -   3,978,289.558 (meters)                     COMP
 JQ0508  LAPLACE CORR-         -12.01  (seconds)                    DEFLEC99
 JQ0508  ELLIP HEIGHT-        1728.70  (meters)          (05/16/00) GPS OBS
 JQ0508  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 JQ0508
 JQ0508  HORZ ORDER  -  A
 JQ0508  ELLP ORDER  -  FOURTH    CLASS I
 JQ0508
 JQ0508.The horizontal coordinates were established by GPS observations
 JQ0508.and adjusted by the National Geodetic Survey in May 2000..
 JQ0508.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 JQ0508.DATUM ITEM on the data sheet items page.
 JQ0508.The horizontal coordinates are valid at the epoch date displayed above.
 JQ0508.The epoch date for horizontal control is a decimal equivalence
 JQ0508.of Year/Month/Day.
 JQ0508
 JQ0508.The orthometric height was determined by GPS observations and a
 JQ0508.high-resolution geoid model.
 JQ0508
 JQ0508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JQ0508
 JQ0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0508
 JQ0508.The ellipsoidal height was determined by GPS observations
 JQ0508.and is referenced to NAD 83.
 JQ0508
 JQ0508.The geoid height was determined by GEOID03.
 JQ0508
 JQ0508;                    North         East     Units Scale Factor Converg.
 JQ0508;SPC NV C     - 6,452,309.955   454,558.969   MT  0.99992542   -0 19 41.2
 JQ0508;SPC NV C     -21,168,953.58  1,491,332.22   sFT  0.99992542   -0 19 41.2
 JQ0508;SPC NV E     - 8,453,406.365    60,488.639   MT  1.00013960   -1 00 26.8
 JQ0508;SPC NV E     -27,734,217.38    198,453.14   sFT  1.00013960   -1 00 26.8
 JQ0508;UTM  11      - 4,297,380.909   483,507.592   MT  0.99960335   -0 07 08.8
 JQ0508
 JQ0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0508!SPC NV C     -   0.99972884  x   0.99992542  =   0.99965428
 JQ0508!SPC NV E     -   0.99972884  x   1.00013960  =   0.99986840
 JQ0508!UTM  11      -   0.99972884  x   0.99960335  =   0.99933230
 JQ0508
 JQ0508|---------------------------------------------------------------------|
 JQ0508| PID    Reference Object                     Distance      Geod. Az  |
 JQ0508|                                                           dddmmss.s |
 JQ0508| DA8938 COVE RM 2                            11.675 METERS 04343     |
 JQ0508| DA8937 COVE RM 1                             9.511 METERS 30513     |
 JQ0508| JQ0509 5830                                APPROX. 7.3 KM 3491518.4 |
 JQ0508|---------------------------------------------------------------------|
 JQ0508
 JQ0508                          SUPERSEDED SURVEY CONTROL
 JQ0508
 JQ0508  NAD 83(1994)-  38 49 30.22011(N)    117 11 23.97860(W) AD(       ) B
 JQ0508  ELLIP H (03/30/95) 1728.77   (m)                       GP(       ) 4 1
 JQ0508  NAD 83(1986)-  38 49 30.22436(N)    117 11 23.98399(W) AD(       ) 2
 JQ0508  NAD 27      -  38 49 30.47010(N)    117 11 20.67330(W) AD(       ) 2
 JQ0508
 JQ0508.Superseded values are not recommended for survey control.
 JQ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0508.See file dsdata.txt to determine how the superseded data were derived.
 JQ0508
 JQ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC8350897381(NAD 83)
 JQ0508_MARKER: DD = SURVEY DISK
 JQ0508_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0508_STAMPING: COVE 1971
 JQ0508_MARK LOGO: USGS  
 JQ0508_MAGNETIC: N = NO MAGNETIC MATERIAL
 JQ0508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0508+STABILITY: POSITION/ELEVATION WELL
 JQ0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0508+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2004
 JQ0508
 JQ0508  HISTORY     - Date     Condition        Report By
 JQ0508  HISTORY     - 1971     MONUMENTED       USGS
 JQ0508  HISTORY     - 19940304 GOOD             NGS
 JQ0508  HISTORY     - 19981207 GOOD             NGS
 JQ0508  HISTORY     - 20040717 GOOD             USDA
 JQ0508
 JQ0508                          STATION DESCRIPTION
 JQ0508
 JQ0508'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JQ0508'NO INSTRUMENT STAND USED.
 JQ0508'
 JQ0508'LOCATED ABOUT 10 MI NW. OF TOWN OF ROUND MOUNTAIN.  2.5 MI
 JQ0508'N. OF CARVERS.  0.5 MI W. OF DARROUGHS HOT SPRINGS.  245 FT
 JQ0508'W. OF HIGHWAY 8-A.
 JQ0508'
 JQ0508'TO REACH FROM ROUND MOUNTAIN GO W. 2.7 MI TO JUNCTION HIGHWAY
 JQ0508'8-A, THENCE NW. ON HIGHWAY 8-A FOR 8.1 MI TO FAINT TRACK LEADING
 JQ0508'W.  GO N. ALONG TRACK RD. 250 FT TO STATION.
 JQ0508'
 JQ0508'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED COVE
 JQ0508'1971 CEMENTED INTO DRILL HOLE IN ROCK OUTCROP.
 JQ0508'
 JQ0508'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED NO 1 1971
 JQ0508'CEMENTED INTO DRILL HOLE IN ROCK OUTCROP.
 JQ0508'
 JQ0508'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED NO 2 1971
 JQ0508'CEMENTED INTO DRILL HOLE IN ROCK OUTCROP.
 JQ0508
 JQ0508                          STATION RECOVERY (1994)
 JQ0508
 JQ0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 JQ0508'STATION IS LOCATED ABOUT 90 KM (55.90 MI) NORTH OF TONOPAH, 70 KM
 JQ0508'(43.50 MI) SOUTH OF AUSTIN, 5 KM (3.10 MI) NORTH OF CARVERS, ALONG
 JQ0508'STATE HIGHWAY 376, AT MILE 56.5, ACROSS THE RIGHT-OF-WAY FENCE, ON AN
 JQ0508'EAST SLOPE, NEAR SECTION LINE 6 AND 7, T 11 N, R 43 E.  OWNERSHIP--US
 JQ0508'BUREAU OF LAND MANAGEMENT. TO REACH FROM THE JUNCTION OF US HIGHWAYS 6
 JQ0508'AND 95 IN TONOPAH, GO EAST ON HIGHWAY 6 FOR 8.68 KM (5.40 MI) TO ITS
 JQ0508'JUNCTION WITH STATE HIGHWAY 376 ON THE LEFT.  TURN LEFT, NORTH, ON
 JQ0508'HIGHWAY 376 FOR 85.75 KM (53.30 MI) TO THE SOUTHEAST ENTRANCE TO A
 JQ0508'STATE MAINTAINANCE YARD ON THE RIGHT AT CARVERS.  CONTINUE AHEAD ON
 JQ0508'HIGHWAY FOR 4.65 KM (2.90 MI) TO TOP OF A SLIGHT RISE.  CONTINUE AHEAD
 JQ0508'FOR 0.40 KM (0.25 MI) TO A DIM TRACK ROAD LEFT.  BEAR LEFT, NORTHWEST,
 JQ0508'ON ROAD FOR 0.06 KM (0.05 MI) TO ROAD END AT GATE IN THE RIGHT-OF-WAY
 JQ0508'FENCE AND THE STATION. STATION MARK IS A DISK SET IN A DRILL HOLE IN
 JQ0508'AN 0.3 M (1.0 FT) X 0.6 M (2.0 FT) NORTH-SOUTH OUTCROP PROJECTING 2 CM
 JQ0508'ABOVE GROUND.  IT IS 13.7 M (44.9 FT) WEST-NORTHWEST OF THE NORTH
 JQ0508'GATEPOST, 15.1 M (49.5 FT) NORTHWEST OF THE SOUTH GATEPOST, 3.1 M
 JQ0508'(10.2 FT) SOUTH OF A METAL WITNESS POST, 9 M (29.5 FT) EAST OF A DRAIN
 JQ0508'DITCH, AND ABOUT 10 M (32.8 FT) HIGHER THAN THE HIGHWAY.
 JQ0508
 JQ0508                          STATION RECOVERY (1998)
 JQ0508
 JQ0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 JQ0508'THE STATION IS LOCATED 90 KM (55.90 MI) NORTH OF TONOPAH, 70 KM (43.50
 JQ0508'MI) SOUTH OF AUSTIN, 5.0 KM (3.10 MI) NORTH OF CARVERS, ALONG STATE
 JQ0508'HIGHWAY 376, AT MILE 56.6, ACROSS THE RIGHT-OF-WAY FENCE IN A ROCK
 JQ0508'OUTCROP ON THE EAST SLOPE.  OWNERSHIP--US BUREAU OF LAND MANAGEMENT.
 JQ0508'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6 AND 95 IN
 JQ0508'TONOPAH, GO EAST ON HIGHWAY 6 FOR 8.68 KM (5.40 MI) TO THE JUNCTION OF
 JQ0508'STATE HIGHWAY 376 ON THE LEFT.  TURN LEFT, NORTH ON HIGHWAY 376 FOR
 JQ0508'85.75 KM (53.30 MI) TO THE SOUTH ENTRANCE OF A STATE MAINTENANCE
 JQ0508'BUILDING ON THE RIGHT IN CARVERS.  CONTINUE AHEAD ON THE HIGHWAY FOR
 JQ0508'5.15 KM (3.20 MI) TO A DIM TRACK ROAD ON THE LEFT AND A GRADED ROAD ON
 JQ0508'THE RIGHT.  BEAR LEFT, NORTHWEST ON THE DIM TRACK ROAD FOR 0.6 KM
 JQ0508'(0.35 MI) TO THE ROAD END AT A GATE IN THE RIGHT-OF-WAY FENCE AND THE
 JQ0508'STATION.  THE STATION IS SET IN A DRILL HOLE IN A 0.3 M (1.0 FT) X 0.6
 JQ0508'M (2.0 FT) NORTH-SOUTH OUTCROP PROJECTING 2 CM ABOVE GROUND.  IT IS
 JQ0508'13.7 M (44.9 FT) WEST-NORTHWEST OF THE NORTH GATE POST OF THE FENCE,
 JQ0508'15.1 M (49.5 FT) NORTHWEST OF THE SOUTH GATE POST OF THE FENCE, 3.1 M
 JQ0508'(10.2 FT) SOUTH OF A METAL WITNESS POST, 9.0 M (29.5 FT) EAST OF A
 JQ0508'DRAINAGE DITCH AND ABOUT 10.0 M (32.8 FT) ABOVE THE HIGHWAY.
 JQ0508
 JQ0508                          STATION RECOVERY (2004)
 JQ0508
 JQ0508'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 2004 (LAB)
 JQ0508'STATION MARK FOUND IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARKS 1
 JQ0508'AND 2 FOUND IS GOOD CONDITION AS DESCRIBED.  NGS 1998 TO REACH
 JQ0508'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0291 ***********************************************************************
 HP0291  DESIGNATION -  COVE
 HP0291  PID         -  HP0291
 HP0291  STATE/COUNTY-  NV/LINCOLN
 HP0291  USGS QUAD   -  INDIAN COVE (1972)
 HP0291
 HP0291                         *CURRENT SURVEY CONTROL
 HP0291  ___________________________________________________________________
 HP0291* NAD 83(1994)-  37 39 23.98383(N)    114 29 12.93237(W)     ADJUSTED  
 HP0291* NAVD 88     -      1416.2    (meters)    4646.     (feet)  VERTCON   
 HP0291  ___________________________________________________________________
 HP0291  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HP0291  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 HP0291
 HP0291  HORZ ORDER  -  FIRST
 HP0291
 HP0291.The horizontal coordinates were established by classical geodetic methods
 HP0291.and adjusted by the National Geodetic Survey in June 1998..
 HP0291
 HP0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0291
 HP0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0291
 HP0291.The geoid height was determined by GEOID03.
 HP0291
 HP0291;                    North         East     Units Scale Factor Converg.
 HP0291;SPC NV E     - 8,323,064.775   296,739.259   MT  1.00001523   +0 40 11.6
 HP0291;SPC NV E     -27,306,588.35    973,552.05   sFT  1.00001523   +0 40 11.6
 HP0291;UTM  11      - 4,170,693.315   721,684.108   MT  1.00020536   +1 32 09.4
 HP0291
 HP0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0291!SPC NV E     -   0.99978158  x   1.00001523  =   0.99979681
 HP0291!UTM  11      -   0.99978158  x   1.00020536  =   0.99998689
 HP0291
 HP0291|---------------------------------------------------------------------|
 HP0291| PID    Reference Object                     Distance      Geod. Az  |
 HP0291|                                                           dddmmss.s |
 HP0291| DD4780 COVE RM 1                             6.009 METERS 11108     |
 HP0291| DD4779 COVE AZ MK                                         2705311.9 |
 HP0291| DD4781 COVE RM 2                             4.299 METERS 34036     |
 HP0291|---------------------------------------------------------------------|
 HP0291
 HP0291                          SUPERSEDED SURVEY CONTROL
 HP0291
 HP0291  NAD 83(1994)-  37 39 23.98392(N)    114 29 12.93234(W) AD(       ) 1
 HP0291  NAD 83(1986)-  37 39 23.97532(N)    114 29 12.93145(W) AD(       ) 1
 HP0291  NAD 27      -  37 39 24.09700(N)    114 29 09.95800(W) AD(       ) 1
 HP0291  NGVD 29 (07/19/86) 1415.2    (m)         4643.     (f) VERT ANG       
 HP0291
 HP0291.Superseded values are not recommended for survey control.
 HP0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0291.See file dsdata.txt to determine how the superseded data were derived.
 HP0291
 HP0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB2168470693(NAD 83)
 HP0291_MARKER: DS = TRIANGULATION STATION DISK
 HP0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0291_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HP0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0291+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HP0291
 HP0291  HISTORY     - Date     Condition        Report By
 HP0291  HISTORY     - 1944     MONUMENTED       CGS
 HP0291  HISTORY     - 1954     GOOD             CGS
 HP0291  HISTORY     - 1976     GOOD             NGS
 HP0291  HISTORY     - 1980     GOOD             NGS
 HP0291  HISTORY     - 1986     GOOD
 HP0291
 HP0291                          STATION DESCRIPTION
 HP0291
 HP0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0291'STATION IS LOCATED ABOUT 4 MILES (AIR LINE) NNE OF CALIENTE,
 HP0291'ON A LOW HILL ABOUT 1/3 MILE E OF THE COVE TAVERN ON U.S. HIGHWAY
 HP0291'93, AND ON THE N SIDE OF THE CALIENTE-BEAVER DAM ROAD.  IT IS
 HP0291'ABOUT 100 YARDS W OF A SWITCH-BACK TURN IN GRADED ROAD, ON A
 HP0291'LOW HILL HAVING STEEP SLOPES TO THE S AND SAGE SLOPES TO THE
 HP0291'W AND N.  THE E SIDE CONNECTS WITH THE MAIN HILLS BY A NARROW
 HP0291'RIDGE.  IT IS LOCATED ON THE HIGHEST PART OF THE HILL, 294 FEET
 HP0291'SE OF A T-FENCE JUNCTION, AND ABOUT 80 PACES S OF THE E-W
 HP0291'FENCELINE.  IT IS 10.8 FEET SE OF A WHITE WOODEN WITNESS
 HP0291'POST.
 HP0291'
 HP0291'STATION MARK IS A BRONZE STATION DISK SET IN A ROUND CONCRETE
 HP0291'POST PROJECTING ABOUT 6 INCHES AND IS STAMPED COVE 1944.
 HP0291'
 HP0291'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A ROUND
 HP0291'CONCRETE POST PROJECTING ABOUT 6 INCHES.  IT IS AT ABOUT THE
 HP0291'SAME ELEVATION AS THE STATION MARK AND IS STAMPED COVE NO 1
 HP0291'1944.
 HP0291'
 HP0291'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A ROUND
 HP0291'CONCRETE POST PROJECTING ABOUT 2 INCHES.  IT IS ABOUT 8 INCHES
 HP0291'LOWER IN ELEVATION THAN THE STATION MARK AND IS STAMPED COVE
 HP0291'NO 2 1944.
 HP0291'
 HP0291'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 HP0291'OUTCROPPING BEDROCK PROJECTING ABOUT 1 FOOT AND IS STAMPED COVE
 HP0291'1944.  IT IS 0.2 MILE N OF WHERE THE CALIENTE-BEAVER DAM ROAD
 HP0291'LEAVES U.S. HIGHWAY 93, ABOUT 100 PACES N OF THE COVE TAVERN,
 HP0291'36 FEET W OF AND 18 FEET ABOVE THE CENTER LINE OF U.S. HIGHWAY
 HP0291'93, 6-1/2 FEET SE OF A WHITE WOODEN WITNESS POST, AND 5 FEET
 HP0291'LOWER THAN THE WITNESS POST.
 HP0291'
 HP0291'TO REACH STATION FROM CALIENTE, GO N ON U.S. HIGHWAY 93 FOR
 HP0291'3.0 MILES, TURN RIGHT ON THE BEAVER DAM ROAD, CROSS THE RAILROAD
 HP0291'TRACKS, AND GO E 0.9 MILE TO THE TOP OF THE GRADE AT A SWITCHBACK
 HP0291'TURN.  THEN TURN LEFT (W) UP THE RIDGE FOR 100 YARDS TO THE
 HP0291'TOP OF THE HILL AND THE STATION.
 HP0291
 HP0291                          STATION RECOVERY (1954)
 HP0291
 HP0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0291'RECOVERED.  THE STATION, BOTH REFERENCE MARKS, AND AZIMUTH
 HP0291'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 HP0291'DESCRIPTION IS ADEQUATE.
 HP0291
 HP0291                          STATION RECOVERY (1976)
 HP0291
 HP0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 HP0291'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2
 HP0291'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 HP0291'IN 1944.  THE DIRECTION AND DISTANCE TO THE MARKS CHECKED WITH THE
 HP0291'OLD DATA.  THE STATION MARK WAS USED AS THE ANTENNA SITE FOR
 HP0291'GEOCEIVER STATION 51060.
 HP0291'
 HP0291'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 HP0291'NORTH-NORTHEAST OF CALIENTE.
 HP0291
 HP0291                          STATION RECOVERY (1980)
 HP0291
 HP0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 HP0291'THE STATION MARK AND REFERENCE 2 WERE RECOVERED IN FAIR CONDITION.
 HP0291'
 HP0291'THE MONUMENT OF REFERENCE MARK 1 IS SPLIT AND THE DISK IS LOOSE.
 HP0291'
 HP0291'THE TO REACH IS ADEQUATE.
 HP0291'
 HP0291'STATION OCCUPIED FOR ASTRO PURPOSES ONLY.  NO ECCENTRICITY.
 HP0291
 HP0291                          STATION RECOVERY (1986)
 HP0291
 HP0291'RECOVERED 1986
 HP0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0831 ***********************************************************************
 MT0831  DESIGNATION -  COW
 MT0831  PID         -  MT0831
 MT0831  STATE/COUNTY-  NV/ELKO
 MT0831  USGS QUAD   -  MORGAN HILL (1982)
 MT0831
 MT0831                         *CURRENT SURVEY CONTROL
 MT0831  ___________________________________________________________________
 MT0831* NAD 83(1994)-  41 03 28.10712(N)    115 25 33.24722(W)     ADJUSTED  
 MT0831* NAVD 88     -      1686.3    (meters)    5532.     (feet)  VERTCON   
 MT0831  ___________________________________________________________________
 MT0831  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 MT0831  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 MT0831
 MT0831  HORZ ORDER  -  SECOND
 MT0831
 MT0831.The horizontal coordinates were established by classical geodetic methods
 MT0831.and adjusted by the National Geodetic Survey in June 1998..
 MT0831
 MT0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0831
 MT0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0831
 MT0831.The geoid height was determined by GEOID03.
 MT0831
 MT0831;                    North         East     Units Scale Factor Converg.
 MT0831;SPC NV E     - 8,700,076.674   213,232.613   MT  0.99990215   +0 06 12.3
 MT0831;SPC NV E     -28,543,501.55    699,580.66   sFT  0.99990215   +0 06 12.3
 MT0831;UTM  11      - 4,546,367.849   632,270.637   MT  0.99981533   +1 02 02.6
 MT0831
 MT0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0831!SPC NV E     -   0.99973837  x   0.99990215  =   0.99964054
 MT0831!UTM  11      -   0.99973837  x   0.99981533  =   0.99955375
 MT0831
 MT0831:                Primary Azimuth Mark                     Grid Az
 MT0831:SPC NV E     -  EVE                                      069 53 51.0
 MT0831:UTM  11      -  EVE                                      068 58 00.7
 MT0831
 MT0831|---------------------------------------------------------------------|
 MT0831| PID    Reference Object                     Distance      Geod. Az  |
 MT0831|                                                           dddmmss.s |
 MT0831| MT0823 EVE                                 APPROX. 6.9 KM 0700003.3 |
 MT0831| DD4782 COW RM 1                              6.955 METERS 09708     |
 MT0831| DD4783 COW RM 2                              7.486 METERS 30152     |
 MT0831|---------------------------------------------------------------------|
 MT0831
 MT0831                          SUPERSEDED SURVEY CONTROL
 MT0831
 MT0831  NAD 83(1986)-  41 03 28.10588(N)    115 25 33.24129(W) AD(       ) 2
 MT0831  NAD 27      -  41 03 28.39281(N)    115 25 30.01971(W) AD(       ) 2
 MT0831  NGVD 29 (07/19/86) 1685.1    (m)         5529.     (f) VERT ANG       
 MT0831
 MT0831.Superseded values are not recommended for survey control.
 MT0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0831.See file dsdata.txt to determine how the superseded data were derived.
 MT0831
 MT0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF3227146368(NAD 83)
 MT0831_MARKER: DS = TRIANGULATION STATION DISK
 MT0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MT0831
 MT0831  HISTORY     - Date     Condition        Report By
 MT0831  HISTORY     - 1957     MONUMENTED       CGS
 MT0831
 MT0831                          STATION DESCRIPTION
 MT0831
 MT0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0831'THE STATION IS LOCATED ABOUT 24 MILES, AIRLINE, NORTHEAST OF
 MT0831'ELKO.  IT IS ABOUT 7 MILES WEST OF DEETH AND ABOUT 3 MILES
 MT0831'NORTHWEST OF U.S. HIGHWAY 40.  IT IS ON THE SUMMIT OF A
 MT0831'LIGHT-COLORED KNOLL.
 MT0831'
 MT0831'TO REACH FROM THE COURTHOUSE IN ELKO, GO NORTHEAST ON U.S. HIGHWAY
 MT0831'40 FOR 25.9 MILES TO A WIRE GATE ON THE LEFT (THE GATE IS 0.05
 MT0831'MILE EAST OF A LARGE BILLBOARD, JUST EAST OF A CONCRETE CULVERT,
 MT0831'AND ACROSS THE HIGHWAY FROM A WHITE CATTLE GUARD).  TURN LEFT,
 MT0831'THROUGH GATE, AND FOLLOW OLD ROAD NORTHWEST FOR 2.6 MILES TO A
 MT0831'WINDMILL AND WATER TANKS.  CONTINUE NORTHWEST ON OLD ROAD FOR
 MT0831'0.5 MILE TO A CROSS ROAD.  THEN TURN RIGHT AND GO NORTHEAST
 MT0831'THROUGH SAGE FOR 0.2 MILE TO SUMMIT OF KNOLL AND STATION.
 MT0831'
 MT0831'THE STATION MARK, STAMPED COW 1957, IS A STANDARD BRONZE DISK
 MT0831'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 4 INCHES.
 MT0831'IT IS 7 FEET NORTH-NORTHWEST OF A WHITE WITNESS POST, ON THE
 MT0831'HIGHEST POINT OF THE KNOLL.
 MT0831'
 MT0831'REFERENCE MARK NO. 1, STAMPED COW NO 1 1957, IS A STANDARD BRONZE
 MT0831'DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 3
 MT0831'INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE STATION MARK.
 MT0831'
 MT0831'REFERENCE MARK NO. 2, STAMPED COW NO 2 1957, IS A STANDARD BRONZE
 MT0831'DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 3
 MT0831'INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1380 ***********************************************************************
 FS1380  DESIGNATION -  COW
 FS1380  PID         -  FS1380
 FS1380  STATE/COUNTY-  NV/CLARK
 FS1380  USGS QUAD   -  HIGHLAND SPRING (1989)
 FS1380
 FS1380                         *CURRENT SURVEY CONTROL
 FS1380  ___________________________________________________________________
 FS1380* NAD 83(1994)-  35 33 30.61396(N)    115 01 08.68019(W)     ADJUSTED  
 FS1380* NAVD 88     -      1446.3    (meters)    4745.     (feet)  VERTCON   
 FS1380  ___________________________________________________________________
 FS1380  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 FS1380  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FS1380
 FS1380  HORZ ORDER  -  THIRD
 FS1380
 FS1380.The horizontal coordinates were established by classical geodetic methods
 FS1380.and adjusted by the National Geodetic Survey in June 1998..
 FS1380
 FS1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1380
 FS1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1380
 FS1380.The geoid height was determined by GEOID03.
 FS1380
 FS1380;                    North         East     Units Scale Factor Converg.
 FS1380;SPC NV E     - 8,089,835.684   251,152.565   MT  0.99993223   +0 19 41.3
 FS1380;SPC NV E     -26,541,402.57    823,989.71   sFT  0.99993223   +0 19 41.3
 FS1380;UTM  11      - 3,936,787.168   679,537.287   MT  0.99999723   +1 09 08.2
 FS1380
 FS1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1380!SPC NV E     -   0.99977753  x   0.99993223  =   0.99970977
 FS1380!UTM  11      -   0.99977753  x   0.99999723  =   0.99977476
 FS1380
 FS1380|---------------------------------------------------------------------|
 FS1380| PID    Reference Object                     Distance      Geod. Az  |
 FS1380|                                                           dddmmss.s |
 FS1380| CS5943 COW RM 2                              3.511 METERS 12847     |
 FS1380| CS5942 COW RM 1                              5.121 METERS 32902     |
 FS1380|---------------------------------------------------------------------|
 FS1380
 FS1380                          SUPERSEDED SURVEY CONTROL
 FS1380
 FS1380  NAD 83(1992)-  35 33 30.61027(N)    115 01 08.67553(W) AD(1991.35) 3
 FS1380  NAD 83(1992)-  35 33 30.61287(N)    115 01 08.67514(W) AD(       ) 3
 FS1380  NAD 83(1992)-  35 33 30.61260(N)    115 01 08.68234(W) AD(       ) 3
 FS1380  NAD 83(1986)-  35 33 30.61451(N)    115 01 08.67130(W) AD(       ) 3
 FS1380  NGVD 29 (05/21/91) 1445.4    (m)         4742.     (f) VERT ANG       
 FS1380
 FS1380.Superseded values are not recommended for survey control.
 FS1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1380.See file dsdata.txt to determine how the superseded data were derived.
 FS1380
 FS1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV7953736787(NAD 83)
 FS1380_MARKER: DS = TRIANGULATION STATION DISK
 FS1380_SETTING: 66 = SET IN ROCK OUTCROP
 FS1380_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FS1380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1380+STABILITY: POSITION/ELEVATION WELL
 FS1380
 FS1380  HISTORY     - Date     Condition        Report By
 FS1380  HISTORY     - 1958     MONUMENTED       USGS
 FS1380
 FS1380                          STATION DESCRIPTION
 FS1380
 FS1380'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FS1380'NOTE--THIS STATION WAS SET IN EXACT LOCATION OF USGS DRILL HOLE
 FS1380'STATION 16-1940 A ESTABLISHED IN 1957.
 FS1380'
 FS1380'LOCATED ABOUT 8.3 MI NW. OF SEARCHLIGHT, 4 MI N. OF BELL RANCH.
 FS1380'ON SMALL HIGH TOP ON EAST END OF HIGHEST POINT OF TOP ABOUT 5 FT
 FS1380'N. OF LARGE WHITE BOULDER 3 FT HIGHER THAN STATION.
 FS1380'
 FS1380'REACHED BY HELICOPTER.  TO REACH FROM SEARCHLIGHT, DRIVE 6.6 MI
 FS1380'W. ON NIPTON RD. TO BELL RANCH ENTRANCE LEFT.  TURN RIGHT 0.4 MI
 FS1380'N. ON DIM TRACK RD. TO Y-FORKS.  TAKE RIGHT FORK 3 MI TO WASH.  AT
 FS1380'NORTH BANK TURN LEFT AND WORK WAY UP FAN AND DRAIN 0.7 MI.  TURN
 FS1380'RIGHT 0.6 MI WORKING WAY UP SLOPE THEN DOWN GRADE INTO BOTTOM OF
 FS1380'WASH.  TURN LEFT 1.5 MI WESTERLY UP WASH.  PACK RIGHT (N.) UP STEEP
 FS1380'SIDE DRAIN TO TOP WITH LARGE WHITE BOULDER VISIBLE AND STATION.
 FS1380'ABOUT A 20-MINUTE PACK.
 FS1380'
 FS1380'STATION MARK--STANDARD TABLET STAMPED---COW 1958---, CEMENTED IN
 FS1380'DRILL HOLE IN SOLID ROCK ABOUT FLUSH WITH GROUND.
 FS1380'
 FS1380'RM 1--COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE IN ROCK.
 FS1380'
 FS1380'RM 2--COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0971 ***********************************************************************
 HQ0971  DESIGNATION -  COWCAMP
 HQ0971  PID         -  HQ0971
 HQ0971  STATE/COUNTY-  NV/ESMERALDA
 HQ0971  USGS QUAD   -  LIDA WASH NW (1987)
 HQ0971
 HQ0971                         *CURRENT SURVEY CONTROL
 HQ0971  ___________________________________________________________________
 HQ0971* NAD 83(1994)-  37 37 35.71840(N)    117 42 06.09476(W)     ADJUSTED  
 HQ0971* NAVD 88     -      1398.3    (meters)    4588.     (feet)  VERTCON   
 HQ0971  ___________________________________________________________________
 HQ0971  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 HQ0971  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 HQ0971
 HQ0971  HORZ ORDER  -  THIRD
 HQ0971
 HQ0971.The horizontal coordinates were established by classical geodetic methods
 HQ0971.and adjusted by the National Geodetic Survey in June 1998..
 HQ0971
 HQ0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0971
 HQ0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0971
 HQ0971.The geoid height was determined by GEOID03.
 HQ0971
 HQ0971;                    North         East     Units Scale Factor Converg.
 HQ0971;SPC NV W     - 4,319,527.272   877,820.647   MT  0.99997457   +0 32 17.8
 HQ0971;SPC NV W     -14,171,649.06  2,879,983.24   sFT  0.99997457   +0 32 17.8
 HQ0971;UTM  11      - 4,164,617.033   438,081.763   MT  0.99964722   -0 25 42.3
 HQ0971
 HQ0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0971!SPC NV W     -   0.99978471  x   0.99997457  =   0.99975929
 HQ0971!UTM  11      -   0.99978471  x   0.99964722  =   0.99943201
 HQ0971
 HQ0971:                Primary Azimuth Mark                     Grid Az
 HQ0971:SPC NV W     -  COWCAMP AZ MK                            037 17 05.1
 HQ0971:UTM  11      -  COWCAMP AZ MK                            038 15 05.2
 HQ0971
 HQ0971|---------------------------------------------------------------------|
 HQ0971| PID    Reference Object                     Distance      Geod. Az  |
 HQ0971|                                                           dddmmss.s |
 HQ0971| DA8941 COWCAMP AZ MK                                      0374922.9 |
 HQ0971| HQ0972 4661                                  8.726 METERS 08638     |
 HQ0971| DA8942 COWCAMP RM 1                          9.098 METERS 31022     |
 HQ0971|---------------------------------------------------------------------|
 HQ0971
 HQ0971                          SUPERSEDED SURVEY CONTROL
 HQ0971
 HQ0971  NAD 83(1992)-  37 37 35.71796(N)    117 42 06.09155(W) AD(       ) 3
 HQ0971  NAD 83(1986)-  37 37 35.72058(N)    117 42 06.08771(W) AD(       ) 3
 HQ0971  NAD 27      -  37 37 35.97500(N)    117 42 02.75600(W) AD(       ) 3
 HQ0971  NGVD 29 (07/19/86) 1397.2    (m)         4584.     (f) VERT ANG       
 HQ0971
 HQ0971.Superseded values are not recommended for survey control.
 HQ0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0971.See file dsdata.txt to determine how the superseded data were derived.
 HQ0971
 HQ0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB3808264617(NAD 83)
 HQ0971_MARKER: DS = TRIANGULATION STATION DISK
 HQ0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0971
 HQ0971  HISTORY     - Date     Condition        Report By
 HQ0971  HISTORY     - 1950     MONUMENTED       CGS
 HQ0971
 HQ0971                          STATION DESCRIPTION
 HQ0971
 HQ0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0971'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF OASIS, ABOUT 10
 HQ0971'MILES SOUTH SOUTHWEST OF SILVER PEAK, AND ABOUT 0.2 MILE WEST
 HQ0971'OF THE ROAD BETWEEN OASIS AND SILVER PEAK, IN THE SOUTHWESTERN
 HQ0971'END OF CLAYTON VALLEY.  THE STATION MARK IS 10 FEET NORTHEAST OF A
 HQ0971'WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND IS
 HQ0971'STAMPED COWCAMP 1950.
 HQ0971'
 HQ0971'REFERENCE MARK NUMBER 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 HQ0971'STATION MARK.  IT PROJECTS ABOUT 1 INCH ABOVE THE SURFACE AND IS
 HQ0971'STAMPED COWCAMP NO 1 1950.
 HQ0971'
 HQ0971'B.M. 4661 (USGS) IS ABOUT THE SAME ELEVATION AS THE STATION.  THE
 HQ0971'MARK IS A STANDARD U.S. GEOLOGICAL SURVEY CAP THAT IS RIVETED TO THE
 HQ0971'TOP OF A 4 INCH CAST IRON PIPE THAT PROJECTS ABOVE THE SURFACE
 HQ0971'ABOUT 10 INCHES.  THIS MARK WAS REINFORCED WITH CONCRETE BY THIS
 HQ0971'PARTY.  IT IS STAMPED 4661.
 HQ0971'
 HQ0971'THE AZIMUTH MARK IS 33 PACES WEST OF THE TRACK ROAD BETWEEN
 HQ0971'OASIS AND SILVER PEAK AND 5 PACES NORTH OF A WHITE WITNESS POST.
 HQ0971'THE MARK PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE AND IS STAMPED
 HQ0971'COWCAMP 1950.
 HQ0971'
 HQ0971'TO REACH THE STATION FROM OASIS, AT THE JUNCTION OF THE PAVED
 HQ0971'ROADS AT THE ENTRANCE TO THE OASIS RANCH, GO EAST ON A PAVED
 HQ0971'ROAD FOR 1.9 MILES TO A CURVE IN THE ROAD, A TRACK ROAD STRAIGHT
 HQ0971'AHEAD, AND A SIGN OASIS RANCH 2, LIDA 25, SILVER PEAK 25.  TAKE
 HQ0971'THE LEFT FORK, STRAIGHT AHEAD, AND FOLLOW THE TRACK ROAD FOR 0.4
 HQ0971'MILE TO A POWER LINE AND A REVERSE Y FORK.  TURN LEFT AND FOLLOW
 HQ0971'THE POWER LINE FOR 6.4 MILES TO A FORK AT 3 BUILDINGS.  TAKE
 HQ0971'THE RIGHT FORK, BETWEEN THE BUILDINGS, AND GO 1.9 MILES TO THE
 HQ0971'SUMMIT OF THE RIDGE AND A TRACK ROAD TO THE RIGHT.  TAKE THE
 HQ0971'LEFT FORK, STRAIGHT AHEAD, AND GO DOWNGRADE FOR 6.8 MILES TO
 HQ0971'2 SMALL CAIRNS ON THE LEFT (WEST) SIDE OF THE ROAD.  (TO
 HQ0971'REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE ON THE
 HQ0971'ROAD FOR 1.1 MILES TO THE AZIMUTH MARK ON THE LEFT, WEST,
 HQ0971'SIDE OF THE ROAD AS DESCRIBED ABOVE.) TURN LEFT (WEST) AND
 HQ0971'GO CROSS COUNTRY FOR 0.4 MILES TO THE STATION AS DESCRIBED.  A
 HQ0971'DRIVE STATION WITH A FOUR WHEEL DRIVE VEHICLE.
 HQ0971'
 HQ0971'THE STATION CAN ALSO BE REACHED FROM THE SILVER PEAK POST OFFICE
 HQ0971'BY GOING SOUTHWEST ON THE PAVED ROAD FOR 0.2 MILE TO THE END OF
 HQ0971'THE PAVEMENT.  CONTINUE SOUTHWEST FOR 0.3 MILE TO A 3 POINT
 HQ0971'INTERSECTION.  TAKE THE LEFT FORK FOR 0.6 MILE TO A FORK.  TAKE
 HQ0971'THE RIGHT FORK AND GO SOUTH FOR 4.2 MILES TO ANOTHER FORK.  TAKE
 HQ0971'THE RIGHT FORK AND CONTINUE SOUTH FOR 1.4 MILES TO A FORK.  TAKE
 HQ0971'THE LEFT FORK, SOUTH, FOR 2.5 MILES TO THE AZIMUTH MARK ON THE
 HQ0971'RIGHT.  CONTINUE FOR 1.2 MILES TO A DIRT MOUND AND A SMALL
 HQ0971'ROCK CAIRN ON THE RIGHT.  TURN RIGHT, WEST, AND GO CROSS
 HQ0971'COUNTRY FOR 0.4 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0665 ***********************************************************************
 LS0665  DESIGNATION -  COWEL
 LS0665  PID         -  LS0665
 LS0665  STATE/COUNTY-  NV/PERSHING
 LS0665  USGS QUAD   -  KUMIVA PEAK (1990)
 LS0665
 LS0665                         *CURRENT SURVEY CONTROL
 LS0665  ___________________________________________________________________
 LS0665* NAD 83(1994)-  40 24 21.96195(N)    119 15 47.38053(W)     ADJUSTED  
 LS0665* NAVD 88     -      2511.8    (meters)    8241.     (feet)  VERTCON   
 LS0665  ___________________________________________________________________
 LS0665  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 LS0665  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 LS0665
 LS0665  HORZ ORDER  -  THIRD
 LS0665
 LS0665.The horizontal coordinates were established by classical geodetic methods
 LS0665.and adjusted by the National Geodetic Survey in June 1998..
 LS0665
 LS0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0665
 LS0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0665
 LS0665.The geoid height was determined by GEOID03.
 LS0665
 LS0665;                    North         East     Units Scale Factor Converg.
 LS0665;SPC NV W     - 4,627,922.636   742,297.788   MT  0.99994097   -0 26 26.4
 LS0665;SPC NV W     -15,183,442.85  2,435,355.33   sFT  0.99994097   -0 26 26.4
 LS0665;UTM  11      - 4,475,291.174   307,958.425   MT  1.00005399   -1 28 02.8
 LS0665
 LS0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0665!SPC NV W     -   0.99960969  x   0.99994097  =   0.99955068
 LS0665!UTM  11      -   0.99960969  x   1.00005399  =   0.99966366
 LS0665
 LS0665                          SUPERSEDED SURVEY CONTROL
 LS0665
 LS0665  NAD 83(1992)-  40 24 21.96836(N)    119 15 47.37968(W) AD(       ) 3
 LS0665  NAD 83(1986)-  40 24 21.96592(N)    119 15 47.38531(W) AD(       ) 3
 LS0665  NGVD 29 (10/14/92) 2510.8    (m)         8238.     (f) VERT ANG       
 LS0665
 LS0665.Superseded values are not recommended for survey control.
 LS0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0665.See file dsdata.txt to determine how the superseded data were derived.
 LS0665
 LS0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE0795875291(NAD 83)
 LS0665_MARKER: DS = TRIANGULATION STATION DISK
 LS0665_SETTING: 80 = SET IN A BOULDER
 LS0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0665+STABILITY: SURFACE MOTION
 LS0665
 LS0665  HISTORY     - Date     Condition        Report By
 LS0665  HISTORY     - 1963     MONUMENTED       USGS
 LS0665
 LS0665                          STATION DESCRIPTION
 LS0665
 LS0665'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LS0665'LOCATED ABOUT 18 MI SE. OF GERLACH, ABOUT 18 MI NE. OF NORTH END
 LS0665'OF PYRAMID LAKE, ABOUT 4 MI E. OF STATE HWY. 34.  ON HIGHEST POINT
 LS0665'OF SELENITE RANGE.
 LS0665'
 LS0665'STATION REACHED BY HELICOPTER.
 LS0665'
 LS0665'TO REACH FROM GERLACH POST OFFICE, DRIVE 15.5 MI S. ON STATE HWY.
 LS0665'34 TO RD. FORK.  DRIVE E. ON DIRT RD. KEEPING TO RIGHT AT ALL RD.
 LS0665'FORKS 4 MI TO GATE IN SADDLE AT TOP OF RIDGE AND END OF TRUCK
 LS0665'TRAVEL.  PACK SW. ALONG MOST PROMINENT RIDGE TO HIGHEST TOP AND
 LS0665'STATION.  A 3-HOUR PACK.
 LS0665'
 LS0665'STATION MARK--STANDARD TABLET STAMPED---COWEL 1963---, IN BOULDER
 LS0665'IN PLACE.
 LS0665'
 LS0665'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, IN BOULDER IN
 LS0665'PLACE.
 LS0665'
 LS0665'RM 2--STANDARD RM TABLET STAMPED---RM NO 2 1963---, IN DRILL HOLE
 LS0665'IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1482 ***********************************************************************
 KR1482  DESIGNATION -  COX
 KR1482  PID         -  KR1482
 KR1482  STATE/COUNTY-  NV/CHURCHILL
 KR1482  USGS QUAD   -  COX CANYON (1969)
 KR1482
 KR1482                         *CURRENT SURVEY CONTROL
 KR1482  ___________________________________________________________________
 KR1482* NAD 83(1994)-  39 43 59.70149(N)    118 16 42.68479(W)     ADJUSTED  
 KR1482* NAVD 88     -      1359.1    (meters)    4459.     (feet)  VERTCON   
 KR1482  ___________________________________________________________________
 KR1482  LAPLACE CORR-          10.83  (seconds)                    DEFLEC99
 KR1482  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 KR1482
 KR1482  HORZ ORDER  -  FIRST
 KR1482
 KR1482.The horizontal coordinates were established by classical geodetic methods
 KR1482.and adjusted by the National Geodetic Survey in June 1998..
 KR1482
 KR1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1482
 KR1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1482
 KR1482.The geoid height was determined by GEOID03.
 KR1482
 KR1482;                    North         East     Units Scale Factor Converg.
 KR1482;SPC NV W     - 4,553,042.061   826,127.292   MT  0.99990840   +0 11 41.4
 KR1482;SPC NV W     -14,937,772.16  2,710,385.96   sFT  0.99990840   +0 11 41.4
 KR1482;UTM  11      - 4,398,932.741   390,440.460   MT  0.99974778   -0 49 02.4
 KR1482
 KR1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1482!SPC NV W     -   0.99979051  x   0.99990840  =   0.99969893
 KR1482!UTM  11      -   0.99979051  x   0.99974778  =   0.99953834
 KR1482
 KR1482|---------------------------------------------------------------------|
 KR1482| PID    Reference Object                     Distance      Geod. Az  |
 KR1482|                                                           dddmmss.s |
 KR1482| DA8944 COX RM 1                              7.537 METERS 02605     |
 KR1482| DA8943 COX AZ MK                                          0304531.3 |
 KR1482| DA8945 COX RM 2                              5.443 METERS 13259     |
 KR1482|---------------------------------------------------------------------|
 KR1482
 KR1482                          SUPERSEDED SURVEY CONTROL
 KR1482
 KR1482  NAD 83(1986)-  39 43 59.70932(N)    118 16 42.67998(W) AD(       ) 1
 KR1482  NAD 27      -  39 44 00.01097(N)    118 16 39.18819(W) AD(       ) 1
 KR1482  NGVD 29 (07/19/86) 1358.1    (m)         4456.     (f) VERT ANG       
 KR1482
 KR1482.Superseded values are not recommended for survey control.
 KR1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1482.See file dsdata.txt to determine how the superseded data were derived.
 KR1482
 KR1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD9044098933(NAD 83)
 KR1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1482+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 KR1482
 KR1482  HISTORY     - Date     Condition        Report By
 KR1482  HISTORY     - 1958     MONUMENTED       CGS
 KR1482  HISTORY     - 1966     GOOD             CGS
 KR1482  HISTORY     - 20060806 GOOD             GEOCAC
 KR1482
 KR1482                          STATION DESCRIPTION
 KR1482
 KR1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KR1482'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 KR1482'RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING IS A NEW AND
 KR1482'COMPLETE DESCRIPTION.
 KR1482'
 KR1482'STATION IS LOCATED ABOUT 35 MILES SOUTH-SOUTHWEST OF LOVELOCK,
 KR1482'1/2 MILE EAST OF THE OLD EMIGRANT ROAD AND ON THE TOP OF A DOME
 KR1482'SHAPED OUTCROP WHICH PROJECTS ABOUT 300 FEET ABOVE THE VALLEY
 KR1482'FLOOR.
 KR1482'
 KR1482'TO REACH FROM STILLWATER, GO EAST ON THE PAVED ROAD FOR 1.4 MILES
 KR1482'TO A SIDE ROAD LEFT AND SIGN HUNTER ROAD, TURN LEFT AND GO NORTH
 KR1482'ON A BLADED ROAD FOR 6.1 MILES TO A SIDE ROAD RIGHT AND SIGN
 KR1482'DIVISION ROAD, TURN RIGHT AND GO EAST ON A BLADED ROAD FOR 6.0
 KR1482'MILES TO A CROSSROAD, TURN LEFT AND GO NORTH, CROSSING A
 KR1482'CATTLEGUARD, FOR 2.75 MILES TO A CROSS ROAD, CONTINUE ON THE
 KR1482'MAIN ROAD FOR 1.1 MILES TO A WINDMILL AND CORRAL ON THE LEFT,
 KR1482'CONTINUE NORTH ON THE ROAD FOR 3.1 MILES TO A FORK, KEEP THE
 KR1482'LEFT FORK AND CONTINUE NORTH ON THE ROAD FOR 1.15 MILES TO A
 KR1482'WINDMILL ON THE RIGHT, CONTINUE NORTH ON THE ROAD FOR 2.25
 KR1482'MILES TO A DIM TRACK ROAD RIGHT, TURN RIGHT AND GO EAST AND
 KR1482'SOUTH ON THE DIM TRACK ROAD FOR 0.55 MILE TO THE AZIMUTH
 KR1482'MARK ON THE EAST SIDE OF THE ROAD, BEAR RIGHT, WORKING WAY INTO
 KR1482'WASH AND FOLLOW WASH IN A SOUTHERLY DIRECTION FOR ABOUT 0.4
 KR1482'MILE TO WHERE IT BECOMES IMPASSABLE AND THE END OF TRUCK
 KR1482'TRAVEL, BEAR RIGHT TO THE TOP OF A LOW BENCH, THEN PACK WEST TO
 KR1482'THE HIGHEST POINT AND THE STATION.  A 20 MINUTE PACK
 KR1482'AND 2-WHEEL DRIVE IN DRY WEATHER.
 KR1482'
 KR1482'STATION MARK IS A STANDARD DISK, STAMPED COX 1958, CEMENTED IN A
 KR1482'DRILL HOLE IN AN OUTCROP FLUSH WITH THE GROUND.  IT IS ON THE
 KR1482'HIGHEST PART OF THE HILL.
 KR1482'
 KR1482'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COX NO 1 1958,
 KR1482'CEMENTED IN A DRILL HOLE IN AN OUTCROP FLUSH WITH THE GROUND.  IT
 KR1482'IS ABOUT 3 FEET LOWER THAN THE STATION.
 KR1482'
 KR1482'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COX NO 2 1958,
 KR1482'CEMENTED IN A DRILL HOLE IN THE TOP OF OUTCROP WHICH PROJECTS
 KR1482'ABOUT 10 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN
 KR1482'THE STATION AND IS NEAR THE SOUTHEAST EDGE OF THE HILL.
 KR1482'
 KR1482'AZIMUTH MARK IS A STANDARD DISK, STAMPED COX 1958, CEMENTED IN A
 KR1482'DRILL HOLE IN A 2X6 FOOT OUTCROP WHICH PROJECTS ABOUT 1-1/2 FEET
 KR1482'ABOVE THE GROUND.  IT IS 18 FEET EAST OF THE CENTER OF THE TRACK
 KR1482'ROAD.
 KR1482'
 KR1482'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KR1482'35 MILES SOUTH-SOUTHWEST OF LOVELOCK.
 KR1482
 KR1482                          STATION RECOVERY (2006)
 KR1482
 KR1482'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR1482'STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0512 ***********************************************************************
 KQ0512  DESIGNATION -  COX CAIRN
 KQ0512  PID         -  KQ0512
 KQ0512  STATE/COUNTY-  NV/EUREKA
 KQ0512  USGS QUAD   -  SULLIVAN WASH (1990)
 KQ0512
 KQ0512                         *CURRENT SURVEY CONTROL
 KQ0512  ___________________________________________________________________
 KQ0512* NAD 83(1994)-  39 19 52.06970(N)    116 21 37.95223(W)     ADJUSTED  
 KQ0512* NAVD 88     -      2059.2    (meters)    6756.     (feet)  VERTCON   
 KQ0512  ___________________________________________________________________
 KQ0512  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 KQ0512  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 KQ0512
 KQ0512  HORZ ORDER  -  THIRD
 KQ0512
 KQ0512.The horizontal coordinates were established by classical geodetic methods
 KQ0512.and adjusted by the National Geodetic Survey in June 1998..
 KQ0512
 KQ0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0512
 KQ0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0512
 KQ0512.The geoid height was determined by GEOID03.
 KQ0512
 KQ0512;                    North         East     Units Scale Factor Converg.
 KQ0512;SPC NV E     - 8,508,644.518   132,994.415   MT  0.99995526   -0 29 33.4
 KQ0512;SPC NV E     -27,915,444.56    436,332.51   sFT  0.99995526   -0 29 33.4
 KQ0512;UTM  11      - 4,353,718.463   555,112.976   MT  0.99963740   +0 24 19.1
 KQ0512
 KQ0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0512!SPC NV E     -   0.99968040  x   0.99995526  =   0.99963567
 KQ0512!UTM  11      -   0.99968040  x   0.99963740  =   0.99931792
 KQ0512
 KQ0512                          SUPERSEDED SURVEY CONTROL
 KQ0512
 KQ0512  NAD 83(1986)-  39 19 52.06981(N)    116 21 37.95791(W) AD(       ) 4
 KQ0512  NAD 27      -  39 19 52.32200(N)    116 21 34.71100(W) AD(       ) 3
 KQ0512  NGVD 29 (04/13/94) 2057.8    (m)         6751.     (f) VERT ANG       
 KQ0512
 KQ0512.Superseded values are not recommended for survey control.
 KQ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0512.See file dsdata.txt to determine how the superseded data were derived.
 KQ0512
 KQ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND5511353718(NAD 83)
 KQ0512_MARKER: H = DRILL HOLE
 KQ0512_SETTING: 0 = UNSPECIFIED SETTING
 KQ0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0512
 KQ0512  HISTORY     - Date     Condition        Report By
 KQ0512  HISTORY     - 1954     MONUMENTED       NVDH
 KQ0512  HISTORY     - 1955     GOOD             CGS
 KQ0512
 KQ0512                          STATION DESCRIPTION
 KQ0512
 KQ0512'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1954 (LSB)
 KQ0512'LOCATED ON A SMALL, LONE. ROCKEY KNOLL NEAR THE WEST EDGE
 KQ0512'OF ANTELOPE VALLEY, ABOUT 24-1/2 MI. SW OF EUREKA, ABOUT
 KQ0512'13-1/2 MI. S OF U.S. 50, AND ABOUT 1/2 MI. NNE OF THE COX
 KQ0512'RANCH.
 KQ0512'
 KQ0512'THE STATION IS MARKED BY A 1/2 IN DRILL HOLE IN SOLID CAP ROCK.
 KQ0512'A 5 FT CAIRN IS CENTERED OVER THE DRILL HOLE.
 KQ0512'
 KQ0512'TO REACH FROM THE COURT HOUSE IN EUREKA, GO N AND W ALONG
 KQ0512'U.S. 50 FOR 20.0 MI. TO SIDE ROAD.  TURN LEFT AS PER SIGN
 KQ0512'BARTHOLOMAE AND FOLLOW MTR FOR 10.4 MI. TO FORK AND SIGN
 KQ0512'BARTHOLOMAE.  KEEP RIGHT PAST HOUSE AND WINDMILL FOR 6.15
 KQ0512'MI.  FROM THIS POINT TURN ACROSS COUNTRY TOWARD A ROCKY KNOLL
 KQ0512'ABOUT 500 FT RIGHT OF ROAD.  DRIVE TO NW SIDE OF KNOLL AND
 KQ0512'TO TOP.  THE STATION IS ON THE HIGHEST POINT.  DRIVE.
 KQ0512
 KQ0512                          STATION RECOVERY (1955)
 KQ0512
 KQ0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 KQ0512'NOTE BY USGS, 1955 STATION WAS FOUND AS DESCRIBED.  ALL MARKS WERE
 KQ0512'IN GOOD CONDITION.
 KQ0512'
 KQ0512'STATION MARK 1/2 IN. DRILL HOLE IN SOLID CAP ROCK.  A 5 FT. CAIRN IS
 KQ0512'CENTERED OVER THE DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0780 ***********************************************************************
 GS0780  DESIGNATION -  COYOTE
 GS0780  PID         -  GS0780
 GS0780  STATE/COUNTY-  NV/NYE
 GS0780  USGS QUAD   -  GRAPEVINE PEAK (1988)
 GS0780
 GS0780                         *CURRENT SURVEY CONTROL
 GS0780  ___________________________________________________________________
 GS0780* NAD 83(1994)-  36 59 56.84239(N)    117 07 53.88609(W)     ADJUSTED  
 GS0780* NAVD 88     -      2613.     (meters)    8573.     (feet)  SCALED    
 GS0780  ___________________________________________________________________
 GS0780  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 GS0780  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GS0780
 GS0780  HORZ ORDER  -  THIRD
 GS0780
 GS0780.The horizontal coordinates were established by classical geodetic methods
 GS0780.and adjusted by the National Geodetic Survey in June 1998..
 GS0780
 GS0780.The orthometric height was scaled from a topographic map.
 GS0780
 GS0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0780
 GS0780.The geoid height was determined by GEOID03.
 GS0780
 GS0780;                    North         East     Units Scale Factor Converg.
 GS0780;SPC NV C     - 6,249,631.406   458,615.926   MT  0.99992109   -0 16 47.4
 GS0780;SPC NV C     -20,503,999.04  1,504,642.42   sFT  0.99992109   -0 16 47.4
 GS0780;SPC CA 4     -   686,458.508 2,166,291.378   MT  0.99996192   +1 06 52.7
 GS0780;SPC CA 4     - 2,252,155.95  7,107,240.96   sFT  0.99996192   +1 06 52.7
 GS0780;UTM  11      - 4,094,783.166   488,287.496   MT  0.99960169   -0 04 45.2
 GS0780
 GS0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0780!SPC NV C     -   0.99959431  x   0.99992109  =   0.99951544
 GS0780!SPC CA 4     -   0.99959431  x   0.99996192  =   0.99955625
 GS0780!UTM  11      -   0.99959431  x   0.99960169  =   0.99919617
 GS0780
 GS0780:                Primary Azimuth Mark                     Grid Az
 GS0780:SPC NV C     -  GRAPE RESET                              203 36 41.0
 GS0780:SPC CA 4     -  GRAPE RESET                              202 13 00.9
 GS0780:UTM  11      -  GRAPE RESET                              203 24 38.8
 GS0780
 GS0780|---------------------------------------------------------------------|
 GS0780| PID    Reference Object                     Distance      Geod. Az  |
 GS0780|                                                           dddmmss.s |
 GS0780| GS0784 GRAPE RESET                         APPROX. 4.1 KM 2031953.6 |
 GS0780|---------------------------------------------------------------------|
 GS0780
 GS0780                          SUPERSEDED SURVEY CONTROL
 GS0780
 GS0780  NAD 83(1992)-  36 59 56.82704(N)    117 07 53.88234(W) AD(       ) 3
 GS0780  NAD 83(1986)-  36 59 56.82239(N)    117 07 53.88875(W) AD(       ) 3
 GS0780  NAD 27      -  36 59 57.04800(N)    117 07 50.65000(W) AD(       ) 3
 GS0780
 GS0780.Superseded values are not recommended for survey control.
 GS0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0780.See file dsdata.txt to determine how the superseded data were derived.
 GS0780
 GS0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA8828794783(NAD 83)
 GS0780
 GS0780  HISTORY     - Date     Condition        Report By
 GS0780  HISTORY     - 1895     MONUMENTED       CGS
 GS0780
 GS0780                          STATION DESCRIPTION
 GS0780
 GS0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 GS0780'STATION IS IN THE GRAPE VINE MOUNTAINS, NEARLY DUE N OF THE
 GS0780'STATION GRAPE, THE HIGHEST OF THE GROUP.  IT IS ON THE E END
 GS0780'OF THE MOUNTAIN.
 GS0780'
 GS0780'STATION IS MARKED BY DRILL HOLE IN ROCK.  IT WAS ERECTED BY
 GS0780'ONE OF THE MEN, JOHN LUND, AND OCCUPIED BY MR. W.B. FAIRFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0389 ***********************************************************************
 HP0389  DESIGNATION -  COYOTE
 HP0389  PID         -  HP0389
 HP0389  STATE/COUNTY-  NV/LINCOLN
 HP0389  USGS QUAD   -  TEMPIUTE MOUNTAIN NORTH (1987)
 HP0389
 HP0389                         *CURRENT SURVEY CONTROL
 HP0389  ___________________________________________________________________
 HP0389* NAD 83(1994)-  37 37 31.34392(N)    115 38 03.94967(W)     ADJUSTED  
 HP0389* NAVD 88     -      2413.7    (meters)    7919.     (feet)  VERTCON   
 HP0389  ___________________________________________________________________
 HP0389  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 HP0389  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 HP0389
 HP0389  HORZ ORDER  -  FIRST
 HP0389
 HP0389.The horizontal coordinates were established by classical geodetic methods
 HP0389.and adjusted by the National Geodetic Survey in June 1998..
 HP0389
 HP0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0389
 HP0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0389
 HP0389.The geoid height was determined by GEOID03.
 HP0389
 HP0389;                    North         East     Units Scale Factor Converg.
 HP0389;SPC NV E     - 8,319,028.095   195,489.730   MT  0.99990025   -0 01 52.3
 HP0389;SPC NV E     -27,293,344.68    641,369.22   sFT  0.99990025   -0 01 52.3
 HP0389;UTM  11      - 4,165,127.517   620,503.627   MT  0.99977886   +0 50 01.6
 HP0389
 HP0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0389!SPC NV E     -   0.99962530  x   0.99990025  =   0.99952558
 HP0389!UTM  11      -   0.99962530  x   0.99977886  =   0.99940424
 HP0389
 HP0389:                Primary Azimuth Mark                     Grid Az
 HP0389:SPC NV E     -  COYOTE AZ MK                             028 41 07.4
 HP0389:UTM  11      -  COYOTE AZ MK                             027 49 13.5
 HP0389
 HP0389|---------------------------------------------------------------------|
 HP0389| PID    Reference Object                     Distance      Geod. Az  |
 HP0389|                                                           dddmmss.s |
 HP0389| DD4787 COYOTE AZ MK                                       0283915.1 |
 HP0389| DD4788 COYOTE RM 1                           6.651 METERS 08840     |
 HP0389| DD4789 COYOTE RM 2                          10.400 METERS 20255     |
 HP0389| HP0390 ORE BIN TEM PIUTE MILL              APPROX. 8.5 KM 3155625.4 |
 HP0389|---------------------------------------------------------------------|
 HP0389
 HP0389                          SUPERSEDED SURVEY CONTROL
 HP0389
 HP0389  NAD 83(1986)-  37 37 31.33954(N)    115 38 03.95176(W) AD(       ) 1
 HP0389  NAD 27      -  37 37 31.51300(N)    115 38 00.83100(W) AD(       ) 1
 HP0389  NGVD 29 (07/19/86) 2412.6    (m)         7915.     (f) VERT ANG       
 HP0389
 HP0389.Superseded values are not recommended for survey control.
 HP0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0389.See file dsdata.txt to determine how the superseded data were derived.
 HP0389
 HP0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB2050465128(NAD 83)
 HP0389_MARKER: DS = TRIANGULATION STATION DISK
 HP0389_SETTING: 66 = SET IN ROCK OUTCROP
 HP0389_SP_SET: PARTIALLY EXPOSED BEDROCK
 HP0389_STAMPING: COYOTE 1944
 HP0389_MARK LOGO: CGS   
 HP0389_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0389+STABILITY: POSITION/ELEVATION WELL
 HP0389
 HP0389  HISTORY     - Date     Condition        Report By
 HP0389  HISTORY     - 1944     MONUMENTED       CGS
 HP0389  HISTORY     - 1963     GOOD             USGS
 HP0389  HISTORY     - 1963     GOOD             USGS
 HP0389
 HP0389                          STATION DESCRIPTION
 HP0389
 HP0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0389'STATION IS LOCATED ABOUT 28 MILES SE OF CEDAR PIPELINE RANCH,
 HP0389'ABOUT 23 MILES WNW OF CRYSTAL SPRINGS, AND ABOUT 2 MILES
 HP0389'NE OF TEM PIUTE MINE WHICH IS LOCATED ON THE W SIDE OF THE
 HP0389'MAIN RIDGE.  STATION IS 1 MILE WSW OF A LARGE MINE SHAFT
 HP0389'IN A SADDLE ON THE E SIDE OF MAIN RIDGE AND ON THE W SIDE OF
 HP0389'ONE OF TWO PROMINENT HILLS THAT FORM THE SUMMIT OF COYOTE
 HP0389'PEAK.  THESE PEAKS LIE AT THE N END OF LONG TIMBERED RIDGE,
 HP0389'WHILE THE HILLS TO THE N ARE BARREN.
 HP0389'
 HP0389'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK.  IT
 HP0389'IS STAMPED COYOTE 1944 AND PROJECTS ABOUT 1 INCH.
 HP0389'
 HP0389'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0389'1 FOOT HIGHER THAN THE STATION.  IT IS STAMPED COYOTE NO 1 1944.
 HP0389'
 HP0389'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0389'3 FEET LOWER THAN THE STATION.  IT IS STAMPED COYOTE NO 2 1944.
 HP0389'
 HP0389'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER.  IT
 HP0389'IS STAMPED COYOTE 1944 AND PROJECTS ABOUT 10 INCHES ABOVE
 HP0389'GROUND.  IT IS 1/3 MILE NE OF STATION, 6 INCHES S OF A 3-FOOT
 HP0389'ROCK CAIRN, 100 FEET W OF RED ROCK PEAK OR PROJECTION, AND
 HP0389'100 FEET S OF LOWEST POINT OF SADDLE.
 HP0389'
 HP0389'TO REACH STATION FROM CRYSTAL SPRINGS, GO SW ON THE TONOPAH
 HP0389'ROAD FOR 15.2 MILES TO THE GROOM ROAD JUNCTION, KEEP RIGHT FORK
 HP0389'(TONOPAH ROAD) FOR 10.15 MILES TO ROAD LEADING RIGHT.  KEEP
 HP0389'LEFT FORK AND CONTINUE ON TONOPAH ROAD FOR 5.5 MILES TO ROAD
 HP0389'LEADING RIGHT AT SIGN TEM PIUTE MINING AND DEVELOPING CO.  TURN
 HP0389'RIGHT AND FOLLOW THE MAIN-TRAVELED ROAD N UPGRADE ALONG E SIDE
 HP0389'OF COYOTE RIDGE FOR 2.3 MILES TO T-ROAD.  CONTINUE STRAIGHT
 HP0389'AHEAD FOR 3.7 MILES TO END OF TRUCK TRAVEL IN SADDLE NEAR OLD
 HP0389'ROCK WALL ABOUT 100 YARDS E OF MINE SHAFT.  THIS SADDLE
 HP0389'LIES BETWEEN MAIN RIDGE TO W AND A ROUND HILL TO E.  FROM END
 HP0389'OF TRUCK TRAVEL FOLLOW TRAIL UP RIDGE ABOUT 100 YARDS TO MINE
 HP0389'SHAFT, CONTINUE UP CREST OF STEEP RIDGE W TO SUMMIT OF DIVIDE,
 HP0389'AND WSW TO BASE OF FIRST HILL.  GO ALONG N SIDE OF HILL
 HP0389'AND CONTINUE ABOUT 100 YARDS TO W PEAK, THE HIGHEST
 HP0389'POINT, AND STATION SITE.  A 3/4-HOUR PACK.
 HP0389'
 HP0389'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HP0389
 HP0389                          STATION RECOVERY (1963)
 HP0389
 HP0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HP0389'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37115-4 STATION 1002.
 HP0389'STATION MARK--BRONZE DISC STAMPED---COYOTE 1944---SET IN BEDROCK  AND
 HP0389'PROJECTS ABOUT 1 INCH.
 HP0389
 HP0389                          STATION RECOVERY (1963)
 HP0389
 HP0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HP0389'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37115-4 STATION 1002.
 HP0389'STATION MARK--BRONZE DISC STAMPED---COYOTE 1944---SET IN BEDROCK  AND
 HP0389'PROJECTS ABOUT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0389 ***********************************************************************
 JP0389  DESIGNATION -  COYOTE
 JP0389  PID         -  JP0389
 JP0389  STATE/COUNTY-  NV/NYE
 JP0389  USGS QUAD   -  THE WALL NE (1968)
 JP0389
 JP0389                         *CURRENT SURVEY CONTROL
 JP0389  ___________________________________________________________________
 JP0389* NAD 83(1994)-  38 23 13.01983(N)    115 52 02.02083(W)     ADJUSTED  
 JP0389* NAVD 88     -      1476.56   (+/-2cm)    4844.3    (feet)  VERTCON   
 JP0389  ___________________________________________________________________
 JP0389  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 JP0389  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 JP0389
 JP0389  HORZ ORDER  -  FIRST
 JP0389  VERT ORDER  -  THIRD ? (See Below)
 JP0389
 JP0389.The horizontal coordinates were established by classical geodetic methods
 JP0389.and adjusted by the National Geodetic Survey in June 1998..
 JP0389
 JP0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0389.The vertical order pertains to the NGVD 29 superseded value.
 JP0389
 JP0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0389
 JP0389.The geoid height was determined by GEOID03.
 JP0389
 JP0389;                    North         East     Units Scale Factor Converg.
 JP0389;SPC NV C     - 6,403,853.396   569,839.649   MT  0.99996005   +0 29 47.2
 JP0389;SPC NV C     -21,009,975.68  1,869,548.92   sFT  0.99996005   +0 29 47.2
 JP0389;UTM  11      - 4,249,356.668   598,930.994   MT  0.99972053   +0 42 12.5
 JP0389
 JP0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0389!SPC NV C     -   0.99977211  x   0.99996005  =   0.99973217
 JP0389!UTM  11      -   0.99977211  x   0.99972053  =   0.99949271
 JP0389
 JP0389:                Primary Azimuth Mark                     Grid Az
 JP0389:SPC NV C     -  COYOTE AZ MK                             181 03 11.0
 JP0389:UTM  11      -  COYOTE AZ MK                             180 50 45.7
 JP0389
 JP0389|---------------------------------------------------------------------|
 JP0389| PID    Reference Object                     Distance      Geod. Az  |
 JP0389|                                                           dddmmss.s |
 JP0389| DD4784 COYOTE AZ MK                                       1813258.2 |
 JP0389| DD4785 COYOTE RM 1                           7.517 METERS 27251     |
 JP0389| DD4786 COYOTE RM 2                          10.848 METERS 32343     |
 JP0389|---------------------------------------------------------------------|
 JP0389
 JP0389                          SUPERSEDED SURVEY CONTROL
 JP0389
 JP0389  NAD 83(1986)-  38 23 13.01425(N)    115 52 02.02343(W) AD(       ) 1
 JP0389  NAD 27      -  38 23 13.25800(N)    115 51 58.87600(W) AD(       ) 1
 JP0389  NGVD 29 (07/19/86) 1475.51   (m)         4840.9    (f) LEVELING    3  
 JP0389
 JP0389.Superseded values are not recommended for survey control.
 JP0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0389.See file dsdata.txt to determine how the superseded data were derived.
 JP0389
 JP0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC9893149357(NAD 83)
 JP0389_MARKER: DS = TRIANGULATION STATION DISK
 JP0389_SETTING: 80 = SET IN A BOULDER
 JP0389_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JP0389
 JP0389  HISTORY     - Date     Condition        Report By
 JP0389  HISTORY     - 1939     MONUMENTED       CGS
 JP0389
 JP0389                          STATION DESCRIPTION
 JP0389
 JP0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0389'STATION IS ON W SIDE OF RAILROAD VALLEY, 13 MILES S AND 5 MILES
 JP0389'W OF LOCKES RANCH, ON ROCKY OUTCROP 200 FEET S OF COYOTE
 JP0389'HOLE SPRINGS.
 JP0389'
 JP0389'STATION MARK IS STANDARD STATION DISK WELDED TO TOP OF 2-INCH
 JP0389'SOIL PIPE WHICH IS WEDGED IN CRACK IN BOULDER AND SURROUNDED
 JP0389'WITH CONCRETE, STAMPED COYOTE 1939, PIPE PROJECTS 3 INCHES.
 JP0389'
 JP0389'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK SET IN BOULDER,
 JP0389'W OF STATION, STAMPED COYOTE NO. 1 1939, BOULDER
 JP0389'PROJECTS 1-1/2 FEET.  REFERENCE MARK NO. 2 IS STANDARD REFERENCE
 JP0389'DISK SET IN BOULDER NW OF STATION, STAMPED COYOTE
 JP0389'NO. 2 1939, BOULDER PROJECTS 3 FEET.
 JP0389'
 JP0389'AZIMUTH MARK IS STANDARD AZIMUTH DISK SET IN BEDROCK (HOT
 JP0389'SPRINGS DEPOSIT), 1.5 MILES S OF STATION, 66 FEET
 JP0389'W OF ROAD, 100 FEET W OF OUTLET OF ABLE HOT SPRING, STAMPED
 JP0389'COYOTE 1939.
 JP0389'
 JP0389'BAROMETRIC ELEVATION OF STATION, 4,620 FEET, BAROMETER NO. 1.
 JP0389'
 JP0389'TO REACH FROM LOCKE RANCH TURN LEFT, S, OFF THE HIGHWAY
 JP0389'200 FEET SW OF SERVICE STATION AND FOLLOW ROAD LEADING S
 JP0389'PAST W SIDE OF STATE HIGHWAY MAINTENANCE YARD FOR 2.6 MILES
 JP0389'AND KEEP STRAIGHT AHEAD, S, GO 3.6 MILES AND KEEP STRAIGHT
 JP0389'AHEAD AT CROSSROADS, S, GO 5.8 MILES AND PASS SPRING AND
 JP0389'TROUGH, GO 0.7 MILE TO COYOTE HOLE SPRING AND STATION, 44.5
 JP0389'METERS W OF ROAD ON SMALL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0799 ***********************************************************************
 MT0799  DESIGNATION -  COYOTE
 MT0799  PID         -  MT0799
 MT0799  STATE/COUNTY-  NV/ELKO
 MT0799  USGS QUAD   -  CHARLESTON RESERVOIR (1968)
 MT0799
 MT0799                         *CURRENT SURVEY CONTROL
 MT0799  ___________________________________________________________________
 MT0799* NAD 83(1994)-  41 33 22.70480(N)    115 25 18.93807(W)     ADJUSTED  
 MT0799* NAVD 88     -      2203.8    (meters)    7230.     (feet)  VERTCON   
 MT0799  ___________________________________________________________________
 MT0799  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 MT0799  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 MT0799
 MT0799  HORZ ORDER  -  FIRST
 MT0799
 MT0799.The horizontal coordinates were established by classical geodetic methods
 MT0799.and adjusted by the National Geodetic Survey in June 1998..
 MT0799
 MT0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0799
 MT0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0799
 MT0799.The geoid height was determined by GEOID03.
 MT0799
 MT0799;                    North         East     Units Scale Factor Converg.
 MT0799;SPC NV E     - 8,755,435.040   213,463.766   MT  0.99990223   +0 06 25.5
 MT0799;SPC NV E     -28,725,123.13    700,339.04   sFT  0.99990223   +0 06 25.5
 MT0799;UTM  11      - 4,601,717.742   631,598.204   MT  0.99981312   +1 02 49.1
 MT0799
 MT0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0799!SPC NV E     -   0.99965703  x   0.99990223  =   0.99955930
 MT0799!UTM  11      -   0.99965703  x   0.99981312  =   0.99947022
 MT0799
 MT0799|---------------------------------------------------------------------|
 MT0799| PID    Reference Object                     Distance      Geod. Az  |
 MT0799|                                                           dddmmss.s |
 MT0799| DD4792 COYOTE RM 3                           8.518 METERS 05535     |
 MT0799| MT0798 MAREYS                              APPROX. 7.6 KM 1402722.0 |
 MT0799| DD4790 COYOTE RM 1                           2.598 METERS 15218     |
 MT0799| DD4791 COYOTE RM 2                           7.589 METERS 35637     |
 MT0799|---------------------------------------------------------------------|
 MT0799
 MT0799                          SUPERSEDED SURVEY CONTROL
 MT0799
 MT0799  NAD 83(1986)-  41 33 22.70083(N)    115 25 18.93285(W) AD(       ) 1
 MT0799  NAD 27      -  41 33 23.01714(N)    115 25 15.69219(W) AD(       ) 1
 MT0799  NGVD 29 (07/19/86) 2202.5    (m)         7226.     (f) VERT ANG       
 MT0799
 MT0799.Superseded values are not recommended for survey control.
 MT0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0799.See file dsdata.txt to determine how the superseded data were derived.
 MT0799
 MT0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG3159801718(NAD 83)
 MT0799_MARKER: DS = TRIANGULATION STATION DISK
 MT0799_SETTING: 66 = SET IN ROCK OUTCROP
 MT0799_SP_SET: SET IN ROCK OUTCROP
 MT0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0799+STABILITY: POSITION/ELEVATION WELL
 MT0799
 MT0799  HISTORY     - Date     Condition        Report By
 MT0799  HISTORY     - 1933     MONUMENTED       USGS
 MT0799  HISTORY     - 1947     GOOD             CGS
 MT0799  HISTORY     - 1968     GOOD             USGS
 MT0799
 MT0799                          STATION DESCRIPTION
 MT0799
 MT0799'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 MT0799'LOCATED 3.5 MI S. AND 5.5 MI E. OF J.M. PRUNTY RANCH, CHARLESTON,
 MT0799'ABOUT 2 MI SE. OF COYOTE LAKE.  ON SUMMIT OF BARE HILL.
 MT0799'
 MT0799'TO REACH FROM J.M. PRUNTY RANCH, TAKE DEETH RD. 7.5 MI SE., THEN
 MT0799'ABOUT 2.4 MI NE. ON COYOTE LAKE RD.  THEN ON FOOT ABOUT 1.5 MI E.
 MT0799'TO STATION WHICH IS VISIBLE FROM RD.
 MT0799'
 MT0799'STATION MARK--STANDARD TABLET STAMPED---COYOTE 1933---, CEMENTED IN
 MT0799'OUTCROP.
 MT0799'
 MT0799'RM 1--STANDARD RM TABLET STAMPED---COYOTE 1933 NO 1---, CEMENTED IN
 MT0799'OUTCROP.
 MT0799'
 MT0799'RM 2--CHISELED CROSS ON OUTCROP.
 MT0799
 MT0799                          STATION RECOVERY (1947)
 MT0799
 MT0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0799'STATION IS ABOUT 35 MILES NORTH OF DEETH, ABOUT 2 MILES
 MT0799'SOUTH-EAST OF COYOTE LAKE, AND ABOUT 2 MILES EAST OF THE
 MT0799'CHARLESTON ROAD ON THE SUMMIT OF A BARE HILL THAT IS SLOPING
 MT0799'ON THE NORTH AND WEST BUT DROPS OFF RATHER ABRUPTLY TO THE
 MT0799'SOUTH AND EAST IN ROCKY CLIFFS FOR ABOUT 200 FEET.
 MT0799'
 MT0799'STATION MARK IS A STANDARD DISK OF THE U.S. GEOLOGICAL SURVEY
 MT0799'SET IN BEDROCK.  IT IS WEST OF A 7 FOOT ROCK CAIRN AND
 MT0799'STAMPED COYOTE 1933.
 MT0799'
 MT0799'REFERENCE MARK NO. 1 IS A STANDARD DISK OF THE U.S. GEOLOGICAL
 MT0799'SURVE SET IN BEDROCK ABOUT 9 FEET SOUTH-EAST OF THE STATION.
 MT0799'IT IS STAMPED COYOTE NO 1 1933.
 MT0799'
 MT0799'REFERENCE MARK NO. 2 IS A STANDARD U.S. GEOLOGICAL SURVEY
 MT0799'DISK SET IN BEDROCK ABOUT 25 FEET NORTH OF THE STATION AND
 MT0799'STAMPED COYOTE USGS NO 2 1947.
 MT0799'
 MT0799'REFERENCE MARK NO. III IS A STANDARD DISK OF THE U.S. COAST
 MT0799'AND GEODETIC SURVEY AND SET ABOUT 28 FEET NORTHEAST OF THE
 MT0799'STATION IN BEDROCK AND STAMPED COYOTE USGS NO III 1947.
 MT0799'
 MT0799'AZIMUTH MARK -- USE STATION BM B18 (USGS).
 MT0799'
 MT0799'TO REACH FROM DEETH GO NORTH ON THE CHARLESTON ROAD FOR ABOUT
 MT0799'38 MILES TO THE COYOTE LAKE ROAD ON THE RIGHT--TURN RIGHT
 MT0799'AND GO ABOUT 2.4 MILES TO A RIDGE CREST, AT THIS POINT TURN
 MT0799'RIGHT OFF THE ROAD AND GO ABOUT 0.8 MILE TO THE END OF TRUCK
 MT0799'TRAVEL AT THE FIRST GROUP OF LARGE ROCKS.  FROM HERE PACK
 MT0799'TO THE EAST AND THEN SOUTH TO THE HIGHEST POINT AND THE
 MT0799'STATION AS DESCRIBED.  A 50 MINUTE PACK.
 MT0799
 MT0799                          STATION RECOVERY (1968)
 MT0799
 MT0799'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0799'RECOVERED AS DESCRIBED BY USGS.  RECOVERED BY NGS IN 1947.
 MT0799'
 MT0799'RM 2--NGS DISK STAMPED---COYOTE USGS NO 2 1947---, IN BEDROCK.
 MT0799'
 MT0799'RM 3--NGS DISK STAMPED---COYOTE USGS NO III 1947---, IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0467 ***********************************************************************
 MU0467  DESIGNATION -  CRAIG
 MU0467  PID         -  MU0467
 MU0467  STATE/COUNTY-  NV/ELKO
 MU0467  USGS QUAD   -  WILLOW CR. RESERVOIR SE (1965)
 MU0467
 MU0467                         *CURRENT SURVEY CONTROL
 MU0467  ___________________________________________________________________
 MU0467* NAD 83(1994)-  41 05 14.92589(N)    116 31 44.04162(W)     ADJUSTED  
 MU0467* NAVD 88     -      1911.6    (meters)    6272.     (feet)  VERTCON   
 MU0467  ___________________________________________________________________
 MU0467  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 MU0467  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 MU0467
 MU0467  HORZ ORDER  -  FIRST
 MU0467
 MU0467.The horizontal coordinates were established by classical geodetic methods
 MU0467.and adjusted by the National Geodetic Survey in June 1998..
 MU0467
 MU0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0467
 MU0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0467
 MU0467.The geoid height was determined by GEOID03.
 MU0467
 MU0467;                    North         East     Units Scale Factor Converg.
 MU0467;SPC NV E     - 8,703,790.467   120,557.260   MT  0.99997765   -0 37 17.3
 MU0467;SPC NV E     -28,555,685.89    395,528.28   sFT  0.99997765   -0 37 17.3
 MU0467;UTM  11      - 4,548,575.089   539,567.825   MT  0.99961927   +0 18 34.6
 MU0467
 MU0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0467!SPC NV E     -   0.99970319  x   0.99997765  =   0.99968085
 MU0467!UTM  11      -   0.99970319  x   0.99961927  =   0.99932258
 MU0467
 MU0467|---------------------------------------------------------------------|
 MU0467| PID    Reference Object                     Distance      Geod. Az  |
 MU0467|                                                           dddmmss.s |
 MU0467| DD4795 CRAIG RM 2                           15.405 METERS 02359     |
 MU0467| DD4793 CRAIG AZ MK                                        0501054.5 |
 MU0467| DD4794 CRAIG RM 1                            8.370 METERS 26116     |
 MU0467|---------------------------------------------------------------------|
 MU0467
 MU0467                          SUPERSEDED SURVEY CONTROL
 MU0467
 MU0467  NAD 83(1986)-  41 05 14.93046(N)    116 31 44.03327(W) AD(       ) 1
 MU0467  NAD 27      -  41 05 15.26100(N)    116 31 40.69100(W) AD(       ) 1
 MU0467  NGVD 29 (11/08/90) 1910.5    (m)         6268.     (f) VERT ANG       
 MU0467
 MU0467.Superseded values are not recommended for survey control.
 MU0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0467.See file dsdata.txt to determine how the superseded data were derived.
 MU0467
 MU0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF3956848575(NAD 83)
 MU0467_MARKER: DS = TRIANGULATION STATION DISK
 MU0467_SETTING: 66 = SET IN ROCK OUTCROP
 MU0467_SP_SET: PARTIALLY EXPOSED BEDROCK
 MU0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0467+STABILITY: POSITION/ELEVATION WELL
 MU0467
 MU0467  HISTORY     - Date     Condition        Report By
 MU0467  HISTORY     - 1940     MONUMENTED       CGS
 MU0467  HISTORY     - 1970     GOOD             USGS
 MU0467
 MU0467                          STATION DESCRIPTION
 MU0467
 MU0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MU0467'STATION IS LOCATED ABOUT 38 MILES NE OF BATTLE MOUNTAIN, 19
 MU0467'MILES SE OF MIDAS, ON A LOW, ROCKY RIDGE, WITH HIGHER PEAKS
 MU0467'TO THE N.
 MU0467'
 MU0467'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK,
 MU0467'FLUSH WITH THE GROUND ON HIGHEST PART OF ROCKY RIDGE, STAMPED
 MU0467'CRAIG 1940.
 MU0467'
 MU0467'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK,
 MU0467'ABOUT 27 FEET W OF STATION AND ABOUT 3 FEET HIGHER IN ELEVATION,
 MU0467'STAMPED CRAIG NO. 1 1940.
 MU0467'
 MU0467'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK,
 MU0467'ABOUT 50 FEET NNE OF STATION, AND ABOUT 2 FEET HIGHER IN
 MU0467'ELEVATION STAMPED CRAIG NO. 2 1940.
 MU0467'
 MU0467'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN OUTCROPPING
 MU0467'BEDROCK ABOUT 0.7 MILE ENE OF STATION ON A SMALL, ROCKY KNOB,
 MU0467'ABOUT 50 FEET LOWER IN ELEVATION, STAMPED CRAIG 1940.
 MU0467'
 MU0467'STATION IS REACHED FROM THE RAILROAD STATION IN BATTLE MOUNTAIN
 MU0467'BY GOING SE ON U.S. HIGHWAY 40 FOR 0.1 MILE TO FIRST RAILROAD
 MU0467'CROSSING, TURN LEFT, CROSSING TRACKS AND FOLLOW MAIN ROAD
 MU0467'NE FOR 5.7 MILES TO NORTH BATTLE MOUNTAIN RAILROAD STATION,
 MU0467'CROSS TRACKS AND CONTINUE ON MAIN ROAD FOR 13.5 MILES TO FORKS
 MU0467'AND SIGN HUNT QUICKSILVER 26 MILES, TAKE RIGHT FORK, STRAIGHT
 MU0467'AHEAD, FOR 4.0 MILES TO FORKS JUST BEFORE REACHING WINDMILL
 MU0467'ON LEFT, SIGN HUNT QUICKSILVER, TAKE RIGHT FORK FOR 11.9
 MU0467'MILES TO STUCCO HOUSE ON LEFT, CONTINUE ON MAIN ROAD FOR 14.3
 MU0467'MILES TO DIM TRACKS LEADING LEFT, W, TO WIRE CORRAL, TURN
 MU0467'LEFT ON DIM TRACKS AND FOLLOW TRACK ROAD FOR 2.3 MILES,
 MU0467'THENCE LEFT ON VERY DIM TRACK ROAD FOR 0.3 MILE TO END OF
 MU0467'TRUCK TRAVEL AT CORRAL AND WATER HOLE.  PACK
 MU0467'SOUTHWESTERLY ABOUT 1-1/2 MILES TO ROCKY RIDGE AND STATION.
 MU0467'(3/4-HOUR PACK).
 MU0467
 MU0467                          STATION RECOVERY (1970)
 MU0467
 MU0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MU0467'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41116-3, STATION 1001. NEW
 MU0467'TO REACH FOLLOWS-- TO REACH FROM DUNPHY DRIVE N. ALONG ROSSI MINE RD.
 MU0467'32.5 MI. TO RD. FK., TAKE LEFT FORK (W.) 2.3 MI. TO JUNCTION WITH
 MU0467'BATTLE MOUNTAIN - TUSCARORA RD., TURN N. 1.5 MI. TO RD. FK., TAKE LEFT
 MU0467'FORK CROSSING ANTELOPE CREEK 3.0 MI. ON MAIN RD. TO RD. FK., TAKE LEFT
 MU0467'FORK 1.3 MI. (W.) TO RD. FK., TAKE LEFT FORK (SW.) 1.6 MI. TO HIGHEST
 MU0467'PART OF RIDGE AND STATION. STATION MARK--A STANDARD BRONZE DISK
 MU0467'STAMPED---CRAIG 1940---, SET IN BEDROCK, FLUSH WITH THE GROUND ON
 MU0467'HIGHEST PART OF ROCK RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1671 ***********************************************************************
 KR1671  DESIGNATION -  CRAIN
 KR1671  PID         -  KR1671
 KR1671  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1671  USGS QUAD   -  CARSON CITY (1994)
 KR1671
 KR1671                         *CURRENT SURVEY CONTROL
 KR1671  ___________________________________________________________________
 KR1671* NAD 83(1994)-  39 09 35.03956(N)    119 47 07.88615(W)     ADJUSTED  
 KR1671* NAVD 88     -                                                        
 KR1671  ___________________________________________________________________
 KR1671  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 KR1671  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KR1671
 KR1671  HORZ ORDER  -  THIRD
 KR1671
 KR1671.The horizontal coordinates were established by classical geodetic methods
 KR1671.and adjusted by the National Geodetic Survey in June 1998..
 KR1671
 KR1671
 KR1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1671
 KR1671.The geoid height was determined by GEOID03.
 KR1671
 KR1671;                    North         East     Units Scale Factor Converg.
 KR1671;SPC NV W     - 4,490,018.197   696,101.941   MT  1.00003288   -0 45 33.2
 KR1671;SPC NV W     -14,731,001.37  2,283,794.45   sFT  1.00003288   -0 45 33.2
 KR1671;UTM  11      - 4,338,198.713   259,320.468   MT  1.00031331   -1 45 35.5
 KR1671
 KR1671                          SUPERSEDED SURVEY CONTROL
 KR1671
 KR1671  NAD 83(1992)-  39 09 35.04076(N)    119 47 07.87565(W) AD(       ) 4
 KR1671  NAD 83(1986)-  39 09 35.02788(N)    119 47 07.85638(W) AD(       ) 4
 KR1671  NAD 27      -  39 09 35.35000(N)    119 47 04.21000(W) AD(       ) 3
 KR1671
 KR1671.Superseded values are not recommended for survey control.
 KR1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1671.See file dsdata.txt to determine how the superseded data were derived.
 KR1671
 KR1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5932038199(NAD 83)
 KR1671
 KR1671  HISTORY     - Date     Condition        Report By
 KR1671  HISTORY     - 1951     MONUMENTED       CGS
 KR1671
 KR1671                          STATION DESCRIPTION
 KR1671
 KR1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1671'STATION IS ABOUT 1/2 MILE WEST OF CARSON CITY, ON THE LOWEST
 KR1671'POINT OF A RIDGE SOUTH OF AND OVERLOOKING THE KINGS CANYON
 KR1671'ROAD AND EXTENDING EASTWARD FROM THE NORTH SLOPE OF THE HILL
 KR1671'BEARING THE WHITEWASHED STONE C, ABOUT DUE SOUTH OF THE WEST
 KR1671'END OF AN APPLE ORCHARD AND THE ENTRANCE TO THE EARL CRAIN
 KR1671'RANCH, ABOUT 800 FEET SOUTH OF THE KINGS CANYON ROAD, AND ON
 KR1671'A ROUNDED, ROCKY KNOB.
 KR1671'
 KR1671'TO REACH FROM THE INTERSECTION OF MOUNTAIN AND KING STREETS IN
 KR1671'CARSON CITY, GO 0.5 MILE WESTERLY ON THE KINGS CANYON ROAD, AND
 KR1671'CONTINUE ABOUT 0.1 MILE WESTERLY TO THE END OF A WOVEN WIRE
 KR1671'FENCE SOUTH OF THE ROAD.  PACK SOUTHEASTERLY TO THE TOP OF THE
 KR1671'KNOB AND THE STATION.
 KR1671'
 KR1671'THE STATION MARK, A NAIL IN A 2- BY 2-INCH HUB, IS ABOUT 75
 KR1671'FEET WEST OF THE LOWEST ROCK OUTCROPPING ON THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0909 ***********************************************************************
 GS0909  DESIGNATION -  CRATER FLAT
 GS0909  PID         -  GS0909
 GS0909  STATE/COUNTY-  NV/NYE
 GS0909  USGS QUAD   -  CRATER FLAT (1986)
 GS0909
 GS0909                         *CURRENT SURVEY CONTROL
 GS0909  ___________________________________________________________________
 GS0909* NAD 83(1994)-  36 48 49.77468(N)    116 33 54.29292(W)     ADJUSTED  
 GS0909* NAVD 88     -      1128.5    (meters)    3702.     (feet)  VERTCON   
 GS0909  ___________________________________________________________________
 GS0909  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 GS0909  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 GS0909
 GS0909  HORZ ORDER  -  FIRST
 GS0909
 GS0909.The horizontal coordinates were established by classical geodetic methods
 GS0909.and adjusted by the National Geodetic Survey in June 1998..
 GS0909
 GS0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0909
 GS0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0909
 GS0909.The geoid height was determined by GEOID03.
 GS0909
 GS0909;                    North         East     Units Scale Factor Converg.
 GS0909;SPC NV C     - 6,228,973.767   509,063.370   MT  0.99990101   +0 03 39.1
 GS0909;SPC NV C     -20,436,224.77  1,670,152.07   sFT  0.99990101   +0 03 39.1
 GS0909;UTM  11      - 4,074,308.064   538,791.598   MT  0.99961854   +0 15 38.2
 GS0909
 GS0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0909!SPC NV C     -   0.99982728  x   0.99990101  =   0.99972831
 GS0909!UTM  11      -   0.99982728  x   0.99961854  =   0.99944589
 GS0909
 GS0909|---------------------------------------------------------------------|
 GS0909| PID    Reference Object                     Distance      Geod. Az  |
 GS0909|                                                           dddmmss.s |
 GS0909| CC4566 CRATER FLAT RM 1                     13.292 METERS 10907     |
 GS0909| CC4567 CRATER FLAT RM 2                      5.413 METERS 25318     |
 GS0909| GS0645 CRATER FLAT AZ MK                   APPROX. 3.6 KM 2640418.7 |
 GS0909|---------------------------------------------------------------------|
 GS0909
 GS0909                          SUPERSEDED SURVEY CONTROL
 GS0909
 GS0909  NAD 83(1992)-  36 48 49.76480(N)    116 33 54.30140(W) AD(1991.35) 1
 GS0909  NAD 83(1992)-  36 48 49.76174(N)    116 33 54.29229(W) AD(       ) 1
 GS0909  NAD 83(1986)-  36 48 49.75857(N)    116 33 54.29731(W) AD(       ) 1
 GS0909  NAD 27      -  36 48 49.93500(N)    116 33 51.09900(W) AD(       ) 1
 GS0909  NGVD 29 (07/19/86) 1127.6    (m)         3699.     (f) VERT ANG       
 GS0909
 GS0909.Superseded values are not recommended for survey control.
 GS0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0909.See file dsdata.txt to determine how the superseded data were derived.
 GS0909
 GS0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA3879274308(NAD 83)
 GS0909_MARKER: DS = TRIANGULATION STATION DISK
 GS0909_SETTING: 66 = SET IN ROCK OUTCROP
 GS0909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0909+STABILITY: POSITION/ELEVATION WELL
 GS0909
 GS0909  HISTORY     - Date     Condition        Report By
 GS0909  HISTORY     - 1949     MONUMENTED       CGS
 GS0909  HISTORY     - 1959     GOOD             USGS
 GS0909
 GS0909                          STATION DESCRIPTION
 GS0909
 GS0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0909'THE STATION IS ON THE MOST NORTHEASTERLY OF THE SMALL REDDISH
 GS0909'VOLCANIC KNOLLS IN CRATER FLAT, WHICH IS EAST OF BARE MOUNTAIN.
 GS0909'THE STATION IS 15 MILES NORTHWEST OF LATHROP WELLS, 13 MILES
 GS0909'SOUTHEAST OF BEATTY AND 6.5 MILES NORTHEAST OF U.S. HIGHWAY
 GS0909'95.  THE MARK IS 9 METERS FROM THE NORTH EDGE OF THE KNOLL
 GS0909'AND 6.5 METERS NORTHEAST OF A 3 FOOT CAIRN.
 GS0909'
 GS0909'THE MARK IS STAMPED CRATER FLAT 1949.
 GS0909'
 GS0909'REFERENCE MARK NO. 1 IS ON THE NORTHEAST EDGE OF THE KNOLL
 GS0909'AND 1-1/2 FEET LOWER THAN THE STATION.  IT IS STAMPED CRATER
 GS0909'FLAT NO 1 1949.
 GS0909'
 GS0909'REFERENCE MARK NO. 2 IS 7 METERS SOUTH OF THE NORTH EDGE OF
 GS0909'THE KNOLL, 2 FEET EAST OF A 3 FOOT CAIRN AND 1 FOOT HIGHER
 GS0909'THAN THE STATION.  IT IS STAMPED CRATER FLAT NO 2 1949.
 GS0909'
 GS0909'THE AZIMUTH MARK IS AT ROAD FORK MENTIONED IN THE DESCRIPTION.
 GS0909'IT IS 19 METERS NORTH OF THE ROAD FORK, 6 METERS EAST OF
 GS0909'THE LEFT FORK, 5 METERS WEST OF THE RIGHT FORK AND 1 METER
 GS0909'SOUTH OF A WHITE WITNESS POST.  THE MARK IS STAMPED CRATER
 GS0909'FLAT 1949.
 GS0909'
 GS0909'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95
 GS0909'AND NEVADA STATE HIGHWAY 58 IN BEATTY, GO SOUTHEASTERLY ON
 GS0909'U.S. HIGHWAY 95 FOR 14.3 MILES TO AN OLD SHACK OFF THE
 GS0909'ROAD TO THE LEFT AND A WELL CASING NEARER THE ROAD.  HERE
 GS0909'TURN LEFT ONTO DIRT ROAD AND GO 1.7 MILES TO THE CREST OF
 GS0909'THE DIVIDE AND Y FORK.  KEEP LEFT FORK, GO 0.25 MILE TO FORK,
 GS0909'KEEP RIGHT FORK, NORTHERLY, FOR 3.9 MILES TO A FORK.  THE
 GS0909'AZIMUTH MARK FOR THIS STATION IS IN THIS FORK.  TAKE RIGHT
 GS0909'FORK AND CONTINUE 1.6 MILES.  HERE LEAVE ROAD AND PICK WAY
 GS0909'CROSS COUNTRY TOWARD A REDDISH VOLCANIC KNOLL ON THE RIGHT
 GS0909'FOR 1.7 MILES TO BASE OF KNOLL.  FROM HERE PACK TO HIGHEST
 GS0909'POINT AND STATION SITE.  THE OBSERVING UNIT DROVE AROUND
 GS0909'THE KNOLL ON THE NORTH SIDE AND PACKED UP THE MORE
 GS0909'GRADUAL SLOPE ON THE EAST.
 GS0909
 GS0909                          STATION RECOVERY (1959)
 GS0909
 GS0909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GS0909'DESCRIPTION AND POSITION LISTED IN NGS QUAD 36116-4, STATION 1017.
 GS0909'STATION MARK--A STANDARD DISK STAMPED---CRATER FLAT 1949---, ON THE
 GS0909'MOST NORTHEASTERLY OF THE SMALL REDDISH VOLCANIC KNOLLS IN CRATER
 GS0909'FLAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0645 ***********************************************************************
 GS0645  DESIGNATION -  CRATER FLAT AZ MK
 GS0645  PID         -  GS0645
 GS0645  STATE/COUNTY-  NV/NYE
 GS0645  USGS QUAD   -  CRATER FLAT (1986)
 GS0645
 GS0645                         *CURRENT SURVEY CONTROL
 GS0645  ___________________________________________________________________
 GS0645* NAD 83(1994)-  36 48 37.81407(N)    116 36 17.26044(W)     ADJUSTED  
 GS0645* NAVD 88     -       974.525  (meters)    3197.25   (feet)  ADJUSTED  
 GS0645  ___________________________________________________________________
 GS0645  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 GS0645  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 GS0645  DYNAMIC HT  -         973.484 (meters)    3193.84  (feet)  COMP
 GS0645  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 GS0645
 GS0645  HORZ ORDER  -  SECOND
 GS0645  VERT ORDER  -  FIRST     CLASS I
 GS0645
 GS0645.The horizontal coordinates were established by classical geodetic methods
 GS0645.and adjusted by the National Geodetic Survey in June 1998..
 GS0645
 GS0645.The orthometric height was determined by differential leveling
 GS0645.and adjusted by the National Geodetic Survey in May 2004..
 GS0645
 GS0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0645
 GS0645.The geoid height was determined by GEOID03.
 GS0645
 GS0645.The dynamic height is computed by dividing the NAVD 88
 GS0645.geopotential number by the normal gravity value computed on the
 GS0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0645.degrees latitude (g = 980.6199 gals.).
 GS0645
 GS0645.The modeled gravity was interpolated from observed gravity values.
 GS0645
 GS0645;                    North         East     Units Scale Factor Converg.
 GS0645;SPC NV C     - 6,228,602.076   505,520.424   MT  0.99990038   +0 02 13.5
 GS0645;SPC NV C     -20,435,005.31  1,658,528.26   sFT  0.99990038   +0 02 13.5
 GS0645;UTM  11      - 4,073,924.133   535,250.974   MT  0.99961531   +0 14 12.5
 GS0645
 GS0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0645!SPC NV C     -   0.99985143  x   0.99990038  =   0.99975182
 GS0645!UTM  11      -   0.99985143  x   0.99961531  =   0.99946680
 GS0645
 GS0645                          SUPERSEDED SURVEY CONTROL
 GS0645
 GS0645  NAD 83(1992)-  36 48 37.80375(N)    116 36 17.26846(W) AD(1991.35) 2
 GS0645  NAD 83(1992)-  36 48 37.80133(N)    116 36 17.26059(W) AD(       ) 2
 GS0645  NAD 83(1986)-  36 48 37.79852(N)    116 36 17.26543(W) AD(       ) 2
 GS0645  NAD 27      -  36 48 37.98000(N)    116 36 14.06000(W) AD(       ) 2
 GS0645  NAVD 88 (??/??/92)  974.529  (m)         3197.27   (f) UNKNOWN     3 0
 GS0645  NGVD 29 (05/01/91)  973.633  (m)         3194.33   (f) ADJUSTED    1 1
 GS0645
 GS0645.Superseded values are not recommended for survey control.
 GS0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0645.See file dsdata.txt to determine how the superseded data were derived.
 GS0645
 GS0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA3525173924(NAD 83)
 GS0645_MARKER: DZ = AZIMUTH MARK DISK
 GS0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0645_SP_SET: CONCRETE POST
 GS0645_STAMPING: CRATER FLAT 1949
 GS0645_MARK LOGO: CGS   
 GS0645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0645+STABILITY: SURFACE MOTION
 GS0645
 GS0645  HISTORY     - Date     Condition        Report By
 GS0645  HISTORY     - 1949     MONUMENTED       CGS
 GS0645  HISTORY     - 1983     GOOD             USGS
 GS0645  HISTORY     - 1986     GOOD             USGS
 GS0645  HISTORY     - 1988     GOOD             USGS
 GS0645  HISTORY     - 19901213 GOOD             USGS
 GS0645  HISTORY     - 19921203 GOOD             USGS
 GS0645  HISTORY     - 19941219 GOOD             USGS
 GS0645
 GS0645                          STATION DESCRIPTION
 GS0645
 GS0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0645'THE STATION, WHICH IS THE AZIMUTH MARK FOR TRIANGULATION
 GS0645'STATION CRATER FLAT, IS IN THE FORK OF TWO BLADED ROADS ON
 GS0645'CRATER FLAT, THE LEFT FORK LEADING TO A MINE AT THE BASE OF
 GS0645'BARE MOUNTAIN.  THE STATION IS ABOUT 11 MILES SOUTHEAST
 GS0645'OF BEATTY, 5 MILES SOUTHEAST OF BARE MOUNTAIN, AND 2.2 MILES
 GS0645'WEST OF STATION CRATER FLAT, WHICH IS ON THE SUMMIT OF A RED
 GS0645'CINDER CONE.
 GS0645'
 GS0645'THE STATION MARK, STAMPED CRATER FLAT 1949, IS A STANDARD
 GS0645'AZIMUTH MARK DISK SET IN A SQUARE CONCRETE POST.  IT IS 19
 GS0645'METERS NORTH OF THE ROAD FORK, 6 METERS EAST OF THE LEFT
 GS0645'FORK, AND 5 METERS WEST OF THE RIGHT FORK.  IT IS MARKED
 GS0645'BY A WHITE WITNESS POST 1 METER NORTH OF IT.
 GS0645'
 GS0645'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95
 GS0645'AND STATE HIGHWAY 58 IN BEATTY GO SOUTHEASTERLY ON U.S. HIGHWAY
 GS0645'95 FOR 14.3 MILES TO A CROSS ROAD AND AN OLD SHACK AND WELL
 GS0645'CASING ON LEFT.  TURN LEFT AND CONTINUE NORTHEASTERLY ON
 GS0645'THE DIRT ROAD FOR 1.7 MILES TO A FORK ON THE CREST OF THE
 GS0645'DIVIDE AT THE SOUTH END OF THE BARE MOUNTAINS.  TAKE THE
 GS0645'LEFT FORK AND CONTINUE 0.25 MILE TO A FORK.  TAKE THE RIGHT
 GS0645'FORK AND CONTINUE NORTHERLY 3.9 MILES TO A FORK AND THE
 GS0645'LOCATION OF THE AZIMUTH MARK.
 GS0645
 GS0645                          STATION RECOVERY (1983)
 GS0645
 GS0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 GS0645'31.5 KM (19.60 MI) ESE FROM BEATTY.
 GS0645'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0645'STATE HIGWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0
 GS0645'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES, 85 FEET
 GS0645'NORTH AND 20 FEET EAST (PARALLEL AND PERPENDICULAR TO THE ROAD) OF
 GS0645'THE CENTER OF A T-ROAD EAST INTERSECTION.
 GS0645
 GS0645                          STATION RECOVERY (1986)
 GS0645
 GS0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0645'RECOVERED IN GOOD CONDITION.
 GS0645
 GS0645                          STATION RECOVERY (1988)
 GS0645
 GS0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0645'RECOVERED IN GOOD CONDITION.
 GS0645
 GS0645                          STATION RECOVERY (1990)
 GS0645
 GS0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 GS0645'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 GS0645'STATE HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0
 GS0645'MILES, TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES, 85 FEET
 GS0645'NORTH AND 20 FEET EAST (PARALLEL AND PERPENDICULAR TO THE ROAD) OF
 GS0645'THE CENTER OF A T-ROAD EAST INTERSECTION.
 GS0645
 GS0645                          STATION RECOVERY (1992)
 GS0645
 GS0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 GS0645'IN BEATTY, NEVADA, FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE
 GS0645'HIGHWAY 374, PROCEED SOUTHEAST ALONG U.S. HIGHWAY 95 FOR 14.0 MILES
 GS0645'(22.5 KM), TURN NORTHERLY ONTO A GRADED ROAD, THENCE 5.6 MILES
 GS0645'(9.0 KM), 85 FEET (25.9 M) NORTH AND 20 FEET (6.1 M) EAST (PARALLEL
 GS0645'AND PERPENDICULAR TO THE ROAD) OF THE CENTER OF A T-ROAD EAST
 GS0645'INTERSECTION.
 GS0645
 GS0645                          STATION RECOVERY (1994)
 GS0645
 GS0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JMV)
 GS0645'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0377 ***********************************************************************
 JP0377  DESIGNATION -  CREEK
 JP0377  PID         -  JP0377
 JP0377  STATE/COUNTY-  NV/WHITE PINE
 JP0377  USGS QUAD   -  MT GRAFTON (1978)
 JP0377
 JP0377                         *CURRENT SURVEY CONTROL
 JP0377  ___________________________________________________________________
 JP0377* NAD 83(1994)-  38 40 37.97570(N)    114 38 19.06396(W)     ADJUSTED  
 JP0377* NAVD 88     -      1851.2    (meters)    6073.     (feet)  VERTCON   
 JP0377  ___________________________________________________________________
 JP0377  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 JP0377  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 JP0377
 JP0377  HORZ ORDER  -  SECOND
 JP0377
 JP0377.The horizontal coordinates were established by classical geodetic methods
 JP0377.and adjusted by the National Geodetic Survey in June 1998..
 JP0377
 JP0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0377
 JP0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0377
 JP0377.The geoid height was determined by GEOID03.
 JP0377
 JP0377;                    North         East     Units Scale Factor Converg.
 JP0377;SPC NV E     - 8,436,192.501   282,199.475   MT  0.99998318   +0 35 25.5
 JP0377;SPC NV E     -27,677,741.56    925,849.44   sFT  0.99998318   +0 35 25.5
 JP0377;UTM  11      - 4,283,603.964   705,413.911   MT  1.00011963   +1 28 34.4
 JP0377
 JP0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0377!SPC NV E     -   0.99971300  x   0.99998318  =   0.99969618
 JP0377!UTM  11      -   0.99971300  x   1.00011963  =   0.99983259
 JP0377
 JP0377|---------------------------------------------------------------------|
 JP0377| PID    Reference Object                     Distance      Geod. Az  |
 JP0377|                                                           dddmmss.s |
 JP0377| JP0378 T9 10N R65E SECS 1 2 35 36           20.836 METERS 02724     |
 JP0377| DD4797 CREEK AZ MK RESET                                  0843724.8 |
 JP0377| DD4796 CREEK AZ MK                                        0900649.8 |
 JP0377| DD4798 CREEK RM 1                            6.789 METERS 10516     |
 JP0377| DD4799 CREEK RM 2                            7.514 METERS 17556     |
 JP0377|---------------------------------------------------------------------|
 JP0377
 JP0377                          SUPERSEDED SURVEY CONTROL
 JP0377
 JP0377  NAD 83(1994)-  38 40 37.97530(N)    114 38 19.06418(W) AD(       ) 2
 JP0377  NAD 83(1986)-  38 40 37.97086(N)    114 38 19.07351(W) AD(       ) 2
 JP0377  NAD 27      -  38 40 38.15100(N)    114 38 16.06400(W) AD(       ) 2
 JP0377  NGVD 29 (07/19/86) 1850.0    (m)         6070.     (f) VERT ANG       
 JP0377
 JP0377.Superseded values are not recommended for survey control.
 JP0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0377.See file dsdata.txt to determine how the superseded data were derived.
 JP0377
 JP0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC0541483604(NAD 83)
 JP0377_MARKER: DS = TRIANGULATION STATION DISK
 JP0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0377
 JP0377  HISTORY     - Date     Condition        Report By
 JP0377  HISTORY     - 1944     MONUMENTED       CGS
 JP0377  HISTORY     - 1959     GOOD             NVDH
 JP0377  HISTORY     - 1973     GOOD             USGS
 JP0377
 JP0377                          STATION DESCRIPTION
 JP0377
 JP0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 JP0377'STATION IS LOCATED ABOUT 24 MILES (AIR LINE) N OF PONY SPRINGS,
 JP0377'0.5 MILE NW OF THE GEYSER RANCH IN LAKE VALLEY, ON A LOW
 JP0377'E-AND-W RIDGE ON THE LINCOLN-WHITE PINE COUNTY LINE, AND 0.4
 JP0377'MILE W OF U.S. HIGHWAY 93.
 JP0377'
 JP0377'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 JP0377'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND
 JP0377'IS STAMPED CREEK 1944.  IT IS ON TOP OF THE LOW RIDGE, 118
 JP0377'FEET S OF A CREEK, AND 68.360 FEET S OF A SECTION CORNER
 JP0377'MARKING THE COUNTY LINE.
 JP0377'
 JP0377'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 JP0377'CYLINDER PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  IT IS
 JP0377'STAMPED CREEK NO 1 1944.
 JP0377'
 JP0377'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED
 JP0377'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.
 JP0377'IT IS STAMPED CREEK NO 2 1944.
 JP0377'
 JP0377'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE N END OF
 JP0377'THE W HEAD WALL OF CONCRETE CULVERT NO. A 818+07 UNDER U.S.
 JP0377'HIGHWAY 93.  IT IS 0.1 MILE N OF THE GEYSER RANCH, 40 FEET S
 JP0377'OF THE LINCOLN-WHITE PINE COUNTY LINE, AND IS STAMPED CREEK
 JP0377'1944.
 JP0377'
 JP0377'THE GENERAL LAND OFFICE CORNER IS THE CORNER OF SECS. 35
 JP0377'AND 36, T. 10 N., R. 65 E. AND SECS. 1 AND 2, T. 9 N., R.
 JP0377'65 E.  A CEDAR STAKE SET IN THE CENTER OF A LOW MOUND OF ROCK.
 JP0377'
 JP0377'TO REACH STATION FROM PIOCHE, GO N ON U.S. HIGHWAY 93 FOR
 JP0377'53.8 MILES TO THE GEYSER RANCH ON RIGHT.  CONTINUE N ON
 JP0377'HIGHWAY FOR 0.1 MILE TO A TRACK ROAD ON LEFT AT COUNTY LINE.
 JP0377'TURN LEFT AND GO W ON TRACK ROAD FOR 0.4 MILE.  HERE TURN
 JP0377'LEFT AND DRIVE ACROSS COUNTRY S ABOUT 0.1 MILE TO N BANK OF
 JP0377'SMALL CREEK.  FROM HERE WALK S ACROSS CREEK ABOUT 100 YARDS
 JP0377'TO TOP OF LOW RIDGE AND STATION.
 JP0377'
 JP0377'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JP0377
 JP0377                          STATION RECOVERY (1959)
 JP0377
 JP0377'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1959
 JP0377'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 JP0377'TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS SET AND
 JP0377'THE OLD MARK DESTROYED IN ORDER TO REMOVE MARK FROM AREA
 JP0377'OF PENDING HIGHWAY CONSTRUCTION.
 JP0377'
 JP0377'THE NEW AZIMUTH MARK IS A STANDARD DISK, STAMPED CREEK 1944
 JP0377'RESET 1959, SET IN A CONCRETE POST.
 JP0377'
 JP0377'OLD DESCRIPTION IS ADEQUATE IN ALL OTHER RESPECTS.
 JP0377
 JP0377                          STATION RECOVERY (1973)
 JP0377
 JP0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (MLS)
 JP0377'ALL MARKS FOUND IN GOOD CONDITION--THIS IS TO REPORT THAT
 JP0377'A NEW ELEVATION WAS DETERMINED FOR THIS STATION BY FLY LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8036 ***********************************************************************
 AH8036  DESIGNATION -  CRES
 AH8036  PID         -  AH8036
 AH8036  STATE/COUNTY-  NV/EUREKA
 AH8036  USGS QUAD   -  CRESCENT VALLEY (1985)
 AH8036
 AH8036                         *CURRENT SURVEY CONTROL
 AH8036  ___________________________________________________________________
 AH8036* NAD 83(1994)-  40 24 05.51557(N)    116 30 50.47602(W)     ADJUSTED  
 AH8036* NAVD 88     -      1533.9    (meters)    5032.     (feet)  VERTCON   
 AH8036  ___________________________________________________________________
 AH8036  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 AH8036  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 AH8036
 AH8036  HORZ ORDER  -  THIRD
 AH8036
 AH8036.The horizontal coordinates were established by classical geodetic methods
 AH8036.and adjusted by the National Geodetic Survey in February 1999..
 AH8036
 AH8036.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8036
 AH8036.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8036
 AH8036.The geoid height was determined by GEOID03.
 AH8036
 AH8036;                    North         East     Units Scale Factor Converg.
 AH8036;SPC NV E     - 8,627,609.376   120,999.783   MT  0.99997680   -0 36 11.7
 AH8036;SPC NV E     -28,305,748.43    396,980.12   sFT  0.99997680   -0 36 11.7
 AH8036;UTM  11      - 4,472,438.261   541,239.092   MT  0.99962093   +0 18 54.0
 AH8036
 AH8036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8036!SPC NV E     -   0.99976261  x   0.99997680  =   0.99973942
 AH8036!UTM  11      -   0.99976261  x   0.99962093  =   0.99938363
 AH8036
 AH8036                          SUPERSEDED SURVEY CONTROL
 AH8036
 AH8036  NGVD 29 (02/26/99) 1532.8    (m)         5029.     (f) VERT ANG       
 AH8036
 AH8036.Superseded values are not recommended for survey control.
 AH8036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8036.See file dsdata.txt to determine how the superseded data were derived.
 AH8036
 AH8036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE4123972438(NAD 83)
 AH8036_MARKER: DS = TRIANGULATION STATION DISK
 AH8036_SETTING: 66 = SET IN ROCK OUTCROP
 AH8036_PROJECTION: FLUSH
 AH8036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8036+STABILITY: POSITION/ELEVATION WELL
 AH8036
 AH8036  HISTORY     - Date     Condition        Report By
 AH8036  HISTORY     - 1945     MONUMENTED       USGS
 AH8036
 AH8036                          STATION DESCRIPTION
 AH8036
 AH8036'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 AH8036'LOCATED ABOUT 14 MI S. OF BEOWAVE. ON TOP OF LAST HILL AT SOUTHWEST
 AH8036'END OF RANGE EXTENDING INTO CRESCENT VALLEY FROM NE.
 AH8036'TO REACH FROM SERVICE STATION, STORE AND POST OFFICE IN CRESCENT
 AH8036'VALLEY, FOLLOW STATE HWY. 21 0.2 MI NE. TO GRAVEL RD. E. ACROSS
 AH8036'CRESCENT VALLEY. TURN E. 4.2 MI TO WHERE MAIN RD. MAKES A RIGHT ANGLE
 AH8036'TURN S. TURN S. FOLLOWING MAIN RD. AROUND HOT SPRINGS SPA 1.5 MI TO
 AH8036'DIRT RD. E. TURN E. 0.3 MI TO RD. N. TURN N. UPHILL 0.2 MI TO TOP AND
 AH8036'STATION.
 AH8036'STATION MARK--STANDARD TABLET STAMPED---CRES 1945, CEMENTED IN TOP OF
 AH8036'LARGE SOLID ROCK OUTCROP.
 AH8036'RM 1--STANDARD RM TABLET STAMPING UNKNOWN, CEMENTED IN ROCK. (DISTANCE
 AH8036'LISTED IS SLOPE)
 AH8036'RM 2--SHALLOW DRILL HOLE IN ROCK. (DISTANCE LISTED IS SLOPE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1243 ***********************************************************************
 FS1243  DESIGNATION -  CRESCENT
 FS1243  PID         -  FS1243
 FS1243  STATE/COUNTY-  NV/CLARK
 FS1243  USGS QUAD   -  CRESCENT PEAK (1984)
 FS1243
 FS1243                         *CURRENT SURVEY CONTROL
 FS1243  ___________________________________________________________________
 FS1243* NAD 83(1994)-  35 28 35.35974(N)    115 07 45.27472(W)     ADJUSTED  
 FS1243* NAVD 88     -      1829.4    (meters)    6002.     (feet)  VERTCON   
 FS1243  ___________________________________________________________________
 FS1243  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 FS1243  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS1243
 FS1243  HORZ ORDER  -  FIRST
 FS1243
 FS1243.The horizontal coordinates were established by classical geodetic methods
 FS1243.and adjusted by the National Geodetic Survey in June 1998..
 FS1243
 FS1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1243
 FS1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1243
 FS1243.The geoid height was determined by GEOID03.
 FS1243
 FS1243;                    North         East     Units Scale Factor Converg.
 FS1243;SPC NV E     - 8,080,685.309   241,207.364   MT  0.99992092   +0 15 48.8
 FS1243;SPC NV E     -26,511,381.72    791,361.16   sFT  0.99992092   +0 15 48.8
 FS1243;SPC CA 5     -   722,970.665 2,260,503.057   MT  1.00000216   +1 38 10.9
 FS1243;SPC CA 5     - 2,371,946.26  7,416,333.78   sFT  1.00000216   +1 38 10.9
 FS1243;UTM  11      - 3,927,494.378   669,724.106   MT  0.99995500   +1 05 09.6
 FS1243
 FS1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1243!SPC NV E     -   0.99971742  x   0.99992092  =   0.99963836
 FS1243!SPC CA 5     -   0.99971742  x   1.00000216  =   0.99971958
 FS1243!UTM  11      -   0.99971742  x   0.99995500  =   0.99967243
 FS1243
 FS1243|---------------------------------------------------------------------|
 FS1243| PID    Reference Object                     Distance      Geod. Az  |
 FS1243|                                                           dddmmss.s |
 FS1243| CC4571 CRESCENT RM 1                        12.490 METERS 05719     |
 FS1243| CC4572 CRESCENT RM 2                         4.855 METERS 11531     |
 FS1243| CC4573 CRESCENT RM 3                                      1250439.2 |
 FS1243|---------------------------------------------------------------------|
 FS1243
 FS1243                          SUPERSEDED SURVEY CONTROL
 FS1243
 FS1243  NAD 83(1992)-  35 28 35.35681(N)    115 07 45.26783(W) AD(1991.35) 1
 FS1243  NAD 83(1992)-  35 28 35.36358(N)    115 07 45.27110(W) AD(       ) 1
 FS1243  NAD 83(1992)-  35 28 35.35874(N)    115 07 45.27657(W) AD(       ) 1
 FS1243  NAD 83(1986)-  35 28 35.36132(N)    115 07 45.27009(W) AD(       ) 1
 FS1243  NAD 27      -  35 28 35.40100(N)    115 07 42.31700(W) AD(       ) 1
 FS1243  NGVD 29 (05/21/91) 1828.5    (m)         5999.     (f) VERT ANG       
 FS1243
 FS1243.Superseded values are not recommended for survey control.
 FS1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1243.See file dsdata.txt to determine how the superseded data were derived.
 FS1243
 FS1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6972427494(NAD 83)
 FS1243_MARKER: Z = SEE DESCRIPTION
 FS1243_SETTING: 0 = UNSPECIFIED SETTING
 FS1243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1243
 FS1243  HISTORY     - Date     Condition        Report By
 FS1243  HISTORY     - 1925     MONUMENTED       CGS
 FS1243  HISTORY     - 1926     SEE DESCRIPTION  CGS
 FS1243  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FS1243  HISTORY     - 1956     GOOD             USGS
 FS1243  HISTORY     - 1958     GOOD             USGS
 FS1243
 FS1243                          STATION DESCRIPTION
 FS1243
 FS1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WM)
 FS1243'STATION IS ABOUT 11 MILES N OF E OF NIPTON, 5 MILES E OF OLD
 FS1243'CRESENT, AND 12 MILES W OF SEARCHLIGHT, ON A CONICAL PEAK,
 FS1243'THE HIGHEST IN THE IMMEDIATE VICINITY.
 FS1243'
 FS1243'A GEOLOGICAL SURVEY INTERSECTION STATION IS ON THIS PEAK.  A
 FS1243'TUMBLEDOWN CAIRN WAS FOUND, BUT THE G.S. MARK WAS GONE.  C.
 FS1243'AND G.S. MARK PLACED ABOUT 1.4 METERS E OF CAIRN, WHICH IS
 FS1243'REPORTED TO HAVE BEEN 1 METER N OF GEOLOGICAL SURVEY STATION
 FS1243'MARK.
 FS1243'
 FS1243'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE TABLETS
 FS1243'SET IN ROCKS.
 FS1243'
 FS1243'REACH STATION FROM CRESCENT BY TAKING ROAD TO THE JAMES TURQUOISE
 FS1243'MINE AT THE SOUTHERN BASE OF THE PEAK.  IT IS AN EASY 30-MINUTE
 FS1243'CLIMB TO THE STATION.  TRUCK CAN BE DRIVEN TO THE JAMES MINE.
 FS1243
 FS1243                          STATION RECOVERY (1926)
 FS1243
 FS1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (WM)
 FS1243'STATION RECOVERED AS DESCRIBED.  MARKS FOUND IN GOOD CONDITION.
 FS1243'IT IS BETTER REACHED FROM LAS VEGAS AT PRESENT TIME, BY
 FS1243'FOLLOWING ROAD VIA JEAN TO IVANPAH DRY LAKE, THENCE ACROSS LAKE
 FS1243'TO IVANPAH, THENCE TO CRESCENT.
 FS1243
 FS1243                          STATION RECOVERY (1934)
 FS1243
 FS1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1243'THE STATION IS ABOUT 11 MILES NE OF NIPTON, CALIFORNIA, AND
 FS1243'ABOUT 5 MILES E OF OLD CRESCENT AND ABOUT 12 MILES W OF
 FS1243'SEARCHLIGHT, NEVADA.  ON A CONICAL PEAK, THE HIGHEST IN THE
 FS1243'IMMEDIATE VICINITY.
 FS1243'
 FS1243'REACH FROM SEARCHLIGHT AS FOLLOWS--TAKE THE NIPTON ROAD GOING
 FS1243'W AND TO 16-1/2 MILES TO A SIGN READING (SEARCHLIGHT 16 1/2,
 FS1243'NEEDLES 71, NIPTON 5).  TURN LEFT OFF MAIN ROAD ON TO ROAD
 FS1243'LEADING S BETWEEN WHITE HOUSE AND OLD STAMP MILL, GO 0.4 MILE,
 FS1243'KEEP STRAIGHT AHEAD 0.05 MILE, TAKE LEFT FORK IN BOTTOM OF
 FS1243'A WASH AND GO 0.1 MILE, TAKE LEFT FORK AND GO 0.2 MILE, TAKE
 FS1243'LEFT FORK (THE RIGHT FORK LEADING TO A STAMP MILL) AND GO
 FS1243'2.4 MILES, TAKE LEFT FORK AND GO 0.9 MILE TO THE SIGHT OF THE
 FS1243'OLD TURQUOISE MINE.  LEAVE THE TRUCK HERE AND FOLLOW OLD ROAD
 FS1243'ON UP CANYON TO SOME OLD MINE SHAFTS AND THE END, FROM HERE
 FS1243'CONTINUE ON UP CANYON TO THE TOP OF THE MOUNTAIN AND THE
 FS1243'STATION.  A 45-MINUTE PACK.
 FS1243'
 FS1243'NOTE--A SLIGHT DISCREPANCY IS NOTED IN THE DISTANCES TO THE
 FS1243'REFERENCE MARKS.
 FS1243
 FS1243                          STATION RECOVERY (1956)
 FS1243
 FS1243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FS1243'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 FS1243'AGREE WITH NGS IN AZIMUTH, DISTANCES NOT MEASURED.
 FS1243
 FS1243                          STATION RECOVERY (1958)
 FS1243
 FS1243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FS1243'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 FS1243'STATION REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0523 ***********************************************************************
 JQ0523  DESIGNATION -  CREST
 JQ0523  PID         -  JQ0523
 JQ0523  STATE/COUNTY-  NV/ESMERALDA
 JQ0523  USGS QUAD   -  TONOPAH (1982)
 JQ0523
 JQ0523                         *CURRENT SURVEY CONTROL
 JQ0523  ___________________________________________________________________
 JQ0523* NAD 83(1994)-  38 00 03.55815(N)    117 10 02.67595(W)     ADJUSTED  
 JQ0523* NAVD 88     -      1860.     (meters)    6102.     (feet)  SCALED    
 JQ0523  ___________________________________________________________________
 JQ0523  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 JQ0523  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 JQ0523
 JQ0523  HORZ ORDER  -  THIRD
 JQ0523
 JQ0523.The horizontal coordinates were established by classical geodetic methods
 JQ0523.and adjusted by the National Geodetic Survey in June 1998..
 JQ0523
 JQ0523.The orthometric height was scaled from a topographic map.
 JQ0523
 JQ0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0523
 JQ0523.The geoid height was determined by GEOID03.
 JQ0523
 JQ0523;                    North         East     Units Scale Factor Converg.
 JQ0523;SPC NV W     - 4,361,659.438   924,353.020   MT  1.00009040   +0 52 18.7
 JQ0523;SPC NV W     -14,309,877.67  3,032,648.20   sFT  1.00009040   +0 52 18.7
 JQ0523;SPC NV C     - 6,360,831.636   456,023.333   MT  0.99992381   -0 18 29.9
 JQ0523;SPC NV C     -20,868,828.46  1,496,136.55   sFT  0.99992381   -0 18 29.9
 JQ0523;UTM  11      - 4,205,937.902   485,302.043   MT  0.99960266   -0 06 11.1
 JQ0523
 JQ0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0523!SPC NV W     -   0.99971214  x   1.00009040  =   0.99980251
 JQ0523!SPC NV C     -   0.99971214  x   0.99992381  =   0.99963597
 JQ0523!UTM  11      -   0.99971214  x   0.99960266  =   0.99931491
 JQ0523
 JQ0523|---------------------------------------------------------------------|
 JQ0523| PID    Reference Object                     Distance      Geod. Az  |
 JQ0523|                                                           dddmmss.s |
 JQ0523| JQ0528 SHORT                               264.482 METERS 01428     |
 JQ0523| JQ0533 WATCH                               152.380 METERS 06017     |
 JQ0523| JQ0529 RALSTON                             APPROX. 2.3 KM 0630535.1 |
 JQ0523|---------------------------------------------------------------------|
 JQ0523
 JQ0523                          SUPERSEDED SURVEY CONTROL
 JQ0523
 JQ0523  NAD 83(1986)-  38 00 03.55159(N)    117 10 02.68035(W) AD(       ) 3
 JQ0523  NAD 27      -  38 00 03.77800(N)    117 09 59.38800(W) AD(       ) 3
 JQ0523
 JQ0523.Superseded values are not recommended for survey control.
 JQ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0523.See file dsdata.txt to determine how the superseded data were derived.
 JQ0523
 JQ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC8530205938(NAD 83)
 JQ0523_MARKER: H = DRILL HOLE
 JQ0523_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0523_SP_SET: SET IN BEDROCK
 JQ0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0523+STABILITY: POSITION/ELEVATION WELL
 JQ0523
 JQ0523  HISTORY     - Date     Condition        Report By
 JQ0523  HISTORY     - 1902     MONUMENTED       CGS
 JQ0523
 JQ0523                          STATION DESCRIPTION
 JQ0523
 JQ0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (CHS)
 JQ0523'ABOUT 6 MILES SOUTHEAST OF THE TOWN OF TONOPAH, NEAR THE CORNER
 JQ0523'OF ESMERALDA COUNTY ON THE BACKBONE OF THE SECOND HILL WEST
 JQ0523'OF THE EDGE OF RALSTON DESERT.  THE STATION IS NOT ON THE
 JQ0523'HIGHEST PART OF THE SUMMIT.  IT IS MARKED BY A DRILL HOLE IN
 JQ0523'A ROCK AND BY A PILE OF ROCKS AROUND THE BASE OF A SHORT
 JQ0523'SIGNAL POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0285 ***********************************************************************
 HP0285  DESIGNATION -  CRESTLINE
 HP0285  PID         -  HP0285
 HP0285  STATE/COUNTY-  NV/LINCOLN
 HP0285  USGS QUAD   -  UVADA (1972)
 HP0285
 HP0285                         *CURRENT SURVEY CONTROL
 HP0285  ___________________________________________________________________
 HP0285* NAD 83(1994)-  37 39 59.69747(N)    114 07 20.60381(W)     ADJUSTED  
 HP0285* NAVD 88     -      1863.7    (meters)    6114.     (feet)  VERTCON   
 HP0285  ___________________________________________________________________
 HP0285  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 HP0285  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 HP0285
 HP0285  HORZ ORDER  -  SECOND
 HP0285
 HP0285.The horizontal coordinates were established by classical geodetic methods
 HP0285.and adjusted by the National Geodetic Survey in June 1998..
 HP0285
 HP0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0285
 HP0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0285
 HP0285.The geoid height was determined by GEOID03.
 HP0285
 HP0285;                    North         East     Units Scale Factor Converg.
 HP0285;SPC NV E     - 8,324,604.454   328,887.717   MT  1.00010455   +0 53 34.3
 HP0285;SPC NV E     -27,311,639.78  1,079,025.78   sFT  1.00010455   +0 53 34.3
 HP0285;SPC UT S     - 3,114,217.541   268,671.230   MT  0.99995339   -1 36 24.1
 HP0285;UTM  11      - 4,172,719.348   753,813.308   MT  1.00039357   +1 45 33.6
 HP0285
 HP0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0285!SPC NV E     -   0.99971131  x   1.00010455  =   0.99981583
 HP0285!SPC UT S     -   0.99971131  x   0.99995339  =   0.99966472
 HP0285!UTM  11      -   0.99971131  x   1.00039357  =   1.00010477
 HP0285
 HP0285|---------------------------------------------------------------------|
 HP0285| PID    Reference Object                     Distance      Geod. Az  |
 HP0285|                                                           dddmmss.s |
 HP0285| DD4801 CRESTLINE RM 1                       14.671 METERS 10227     |
 HP0285| DD4800 CRESTLINE AZ MK                                    3012722.9 |
 HP0285| DD4802 CRESTLINE RM 2                       13.340 METERS 33034     |
 HP0285|---------------------------------------------------------------------|
 HP0285
 HP0285                          SUPERSEDED SURVEY CONTROL
 HP0285
 HP0285  NAD 83(1994)-  37 39 59.69756(N)    114 07 20.60386(W) AD(       ) 2
 HP0285  NAD 83(1986)-  37 39 59.69022(N)    114 07 20.60429(W) AD(       ) 2
 HP0285  NAD 27      -  37 39 59.80500(N)    114 07 17.67000(W) AD(       ) 2
 HP0285  NGVD 29 (07/19/86) 1862.4    (m)         6110.     (f) VERT ANG       
 HP0285
 HP0285.Superseded values are not recommended for survey control.
 HP0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0285.See file dsdata.txt to determine how the superseded data were derived.
 HP0285
 HP0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB5381372719(NAD 83)
 HP0285_MARKER: DS = TRIANGULATION STATION DISK
 HP0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0285
 HP0285  HISTORY     - Date     Condition        Report By
 HP0285  HISTORY     - 1944     MONUMENTED       CGS
 HP0285  HISTORY     - 1954     GOOD             CGS
 HP0285
 HP0285                          STATION DESCRIPTION
 HP0285
 HP0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0285'STATION IS ABOUT 17 MILES (AIR LINE) SE OF PANACA, 22 MILES
 HP0285'ENE OF CALIENTE, AND 4 MILES W OF THE UTAH STATE LINE.  IT IS
 HP0285'ON A LOW HILL, WITH SCATTERED CEDAR TREES, LOCATED ABOUT
 HP0285'1/4 MILE NNE OF THE RAILROAD STATION OF CRESTLINE, ON THE
 HP0285'UNION PACIFIC RAILROAD.
 HP0285'
 HP0285'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 HP0285'POST PROJECTING ABOUT 3 INCHES AND IS STAMPED CRESTLINE 1944.
 HP0285'IT IS 10.5 FEET N OF A WHITE WOODEN WITNESS POST.  UNDERGROUND
 HP0285'MARK IS A BRONZE DISK SET IN CONCRETE.
 HP0285'
 HP0285'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0285'PROJECTING ABOUT 23 INCHES.  IT IS ABOUT 1-1/2 FEET HIGHER
 HP0285'IN ELEVATION THAN THE STATION MARK AND IS STAMPED CRESTLINE
 HP0285'NO 1 1944.
 HP0285'
 HP0285'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0285'PROJECTING ABOUT 6 INCHES.  IT IS AT ABOUT THE SAME ELEVATION
 HP0285'AS THE STATION MARK AND IS STAMPED CRESTLINE NO 2 1944.
 HP0285'
 HP0285'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE
 HP0285'POST PROJECTING ABOUT 12 INCHES AND IS STAMPED CRESTLINE 1944.
 HP0285'IT IS 2.8 FEET E OF A WHITE WOODEN WITNESS POST AND 22 FEET
 HP0285'SW OF THE PANACA-CRESTLINE ROAD.
 HP0285'
 HP0285'TO REACH STATION FROM PANACA, GO E ON STATE HIGHWAY 25 FOR 9.6
 HP0285'MILES FROM THE POST OFFICE AND TEXACO SERVICE STATION TO A
 HP0285'FORK AND SIGN CRESTLINE 10 MI.  TAKE THE RIGHT FORK AND GO
 HP0285'S AND SE FOR 10.7 MILES TO THE RAILROAD CROSSING.  THIS CROSSING
 HP0285'IS 0.3 MILE NW OF THE ENTRANCE ROAD TO CRESTLINE STATION AND
 HP0285'THE A.K. RANCH.  CROSS THE TRACKS TO A GATE ON THE N SIDE OF
 HP0285'THE HIGHWAY.  FROM HERE PACK NE ABOUT 1/4 MILE TO THE HIGHEST
 HP0285'PART OF THE FIRST LOW HILL AND STATION.
 HP0285
 HP0285                          STATION RECOVERY (1954)
 HP0285
 HP0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0285'RECOVERED.  THE STATION, REFERENCE MARKS, AND AZIMUTH MARK
 HP0285'WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1708 ***********************************************************************
 KR1708  DESIGNATION -  CRIS
 KR1708  PID         -  KR1708
 KR1708  STATE/COUNTY-  NV/WASHOE
 KR1708  USGS QUAD   -  MARLETTE LAKE (1992)
 KR1708
 KR1708                         *CURRENT SURVEY CONTROL
 KR1708  ___________________________________________________________________
 KR1708* NAD 83(1994)-  39 14 37.46685(N)    119 57 55.68757(W)     ADJUSTED  
 KR1708* NAVD 88     -      1900.     (meters)    6234.     (feet)  SCALED    
 KR1708  ___________________________________________________________________
 KR1708  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 KR1708  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 KR1708
 KR1708  HORZ ORDER  -  THIRD
 KR1708
 KR1708.The horizontal coordinates were established by classical geodetic methods
 KR1708.and adjusted by the National Geodetic Survey in June 1998..
 KR1708
 KR1708.The orthometric height was scaled from a topographic map.
 KR1708
 KR1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1708
 KR1708.The geoid height was determined by GEOID03.
 KR1708
 KR1708;                    North         East     Units Scale Factor Converg.
 KR1708;SPC NV W     - 4,499,565.806   680,692.041   MT  1.00007521   -0 52 28.1
 KR1708;SPC NV W     -14,762,325.48  2,233,237.14   sFT  1.00007521   -0 52 28.1
 KR1708;SPC CA 2     -   677,030.119 2,175,608.863   MT  0.99991851   +1 16 57.7
 KR1708;SPC CA 2     - 2,221,222.98  7,137,810.08   sFT  0.99991851   +1 16 57.7
 KR1708;UTM  11      - 4,348,017.234   244,075.156   MT  1.00040654   -1 52 37.3
 KR1708;UTM  10      - 4,348,214.878   761,886.157   MT  1.00044455   +1 55 14.9
 KR1708
 KR1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1708!SPC NV W     -   0.99970567  x   1.00007521  =   0.99978086
 KR1708!SPC CA 2     -   0.99970567  x   0.99991851  =   0.99962421
 KR1708!UTM  11      -   0.99970567  x   1.00040654  =   1.00011209
 KR1708!UTM  10      -   0.99970567  x   1.00044455  =   1.00015009
 KR1708
 KR1708:                Primary Azimuth Mark                     Grid Az
 KR1708:SPC NV W     -  BEN                                      107 24 23.5
 KR1708:SPC CA 2     -  BEN                                      105 14 57.7
 KR1708:UTM  11      -  BEN                                      108 24 32.7
 KR1708:UTM  10      -  BEN                                      104 36 40.5
 KR1708
 KR1708|---------------------------------------------------------------------|
 KR1708| PID    Reference Object                     Distance      Geod. Az  |
 KR1708|                                                           dddmmss.s |
 KR1708| KR1705 BEN                                 APPROX. 2.1 KM 1063155.4 |
 KR1708| KR1706 TAN                                 APPROX. 2.7 KM 1133751.9 |
 KR1708| KR1713 FISH                                APPROX. 3.6 KM 1285526.1 |
 KR1708| KR1710 BART                                APPROX. 5.7 KM 1483036.5 |
 KR1708| KR1711 ROD                                 APPROX. 8.2 KM 1593337.8 |
 KR1708| KR1714 SORE                                APPROX.10.1 KM 1644311.9 |
 KR1708| KS1412 STATE LINE                          APPROX. 4.0 KM 2320544.6 |
 KR1708| KS1419 HALF                                APPROX. 3.9 KM 2332916.5 |
 KR1708| KS1416 DOG                                 APPROX. 3.8 KM 2344738.3 |
 KR1708| KS1344 SILK                                APPROX. 3.3 KM 2460148.9 |
 KR1708| KR1700 RUM                                 APPROX. 3.0 KM 2552349.7 |
 KR1708| KR1704 BAY                                 APPROX. 2.6 KM 2805813.8 |
 KR1708|---------------------------------------------------------------------|
 KR1708
 KR1708                          SUPERSEDED SURVEY CONTROL
 KR1708
 KR1708  NAD 83(1992)-  39 14 37.46628(N)    119 57 55.69113(W) AD(       ) 3
 KR1708  NAD 83(1986)-  39 14 37.44724(N)    119 57 55.66362(W) AD(       ) 3
 KR1708  NAD 27      -  39 14 37.78200(N)    119 57 51.98200(W) AD(       ) 3
 KR1708
 KR1708.Superseded values are not recommended for survey control.
 KR1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1708.See file dsdata.txt to determine how the superseded data were derived.
 KR1708
 KR1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4407548017(NAD 83)
 KR1708_MARKER: Z = SEE DESCRIPTION
 KR1708_SETTING: 0 = UNSPECIFIED SETTING
 KR1708
 KR1708  HISTORY     - Date     Condition        Report By
 KR1708  HISTORY     - 1922     MONUMENTED       CGS
 KR1708  HISTORY     - 1955     SEE DESCRIPTION  USGS
 KR1708
 KR1708                          STATION DESCRIPTION
 KR1708
 KR1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FLP)
 KR1708'IN CRYSTAL BAY, NORTH SHORE OF LAKE TAHOE, A LITTLE LESS THAN
 KR1708'MIDWAY OF THE BAYS LONG, SEMI-CIRCULAR SHORE LINE FROM STATE
 KR1708'LINE POINT TO SAND HARBOR.  IT IS ON A SLIGHTLY BULGING,
 KR1708'ROCKY POINT, WITH A SANDY BEACH ON EITHER SIDE, DISTANT IN
 KR1708'EACH CASE ABOUT 200 METERS.  THE STATION IS MARKED BY A STANDARD
 KR1708'DISK HYDROGRAPHIC STATION MARK CEMENTED INTO A DRILL HOLE IN
 KR1708'A FLAT-TOPPED BOULDER WHICH PROTRUDES 6 INCHES ABOVE THE GROUND
 KR1708'AND IS ABOUT 5 METERS OUTSIDE THE EXTREME HIGH WATER MARK.
 KR1708
 KR1708                          STATION RECOVERY (1955)
 KR1708
 KR1708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KR1708'IN CRYSTAL BAY, NORTH SHORE OF LAKE TAHOE, A LITTLE LESS THAN
 KR1708'MIDWAY OF THE BAYS LONG, SEMI-CIRCULAR SHORE LINE FROM
 KR1708'STATELINE POINT TO SAND HARBOR.  IT IS ON THE SOUTHWEST EDGE
 KR1708'OF A SLIGHTLY BULGING ROCKY POINT, WITH A SANDY BEACH ON EITHER
 KR1708'SIDE, DISTANT IN EACH CASE ABOUT 200 METERS.  THE STATION IS
 KR1708'MARKED BY A STANDARD DISK HYDROGRAPHIC STATION MARK CEMENTED
 KR1708'INTO A DRILL HOLE IN A FLAT-TOPPED BOULDER AND IS ABOUT 5
 KR1708'METERS INSIDE THE HIGH WATER LINE.  THIS MARK IS COVERED BY
 KR1708'ABOUT ONE FOOT OF WATER DURING EXTREME HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0544 ***********************************************************************
 JQ0544  DESIGNATION -  CRISTO
 JQ0544  PID         -  JQ0544
 JQ0544  STATE/COUNTY-  NV/ESMERALDA
 JQ0544  USGS QUAD   -  GILBERT (1968)
 JQ0544
 JQ0544                         *CURRENT SURVEY CONTROL
 JQ0544  ___________________________________________________________________
 JQ0544* NAD 83(1994)-  38 08 49.32494(N)    117 41 08.47252(W)     ADJUSTED  
 JQ0544* NAVD 88     -      2438.8    (meters)    8001.     (feet)  VERTCON   
 JQ0544  ___________________________________________________________________
 JQ0544  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 JQ0544  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 JQ0544
 JQ0544  HORZ ORDER  -  SECOND
 JQ0544
 JQ0544.The horizontal coordinates were established by classical geodetic methods
 JQ0544.and adjusted by the National Geodetic Survey in June 1998..
 JQ0544
 JQ0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0544
 JQ0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0544
 JQ0544.The geoid height was determined by GEOID03.
 JQ0544
 JQ0544;                    North         East     Units Scale Factor Converg.
 JQ0544;SPC NV W     - 4,377,303.238   878,677.727   MT  0.99997621   +0 33 16.2
 JQ0544;SPC NV W     -14,361,202.37  2,882,795.18   sFT  0.99997621   +0 33 16.2
 JQ0544;UTM  11      - 4,222,351.100   439,918.584   MT  0.99964446   -0 25 24.8
 JQ0544
 JQ0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0544!SPC NV W     -   0.99962138  x   0.99997621  =   0.99959760
 JQ0544!UTM  11      -   0.99962138  x   0.99964446  =   0.99926597
 JQ0544
 JQ0544:                Primary Azimuth Mark                     Grid Az
 JQ0544:SPC NV W     -  CRISTO AZ MK                             065 26 28.4
 JQ0544:UTM  11      -  CRISTO AZ MK                             066 25 09.4
 JQ0544
 JQ0544|---------------------------------------------------------------------|
 JQ0544| PID    Reference Object                     Distance      Geod. Az  |
 JQ0544|                                                           dddmmss.s |
 JQ0544| DA8955 CRISTO AZ MK                                       0655944.6 |
 JQ0544| DA8957 CRISTO RM 2                          15.048 METERS 15809     |
 JQ0544| DA8956 CRISTO RM 1                          13.358 METERS 35717     |
 JQ0544|---------------------------------------------------------------------|
 JQ0544
 JQ0544                          SUPERSEDED SURVEY CONTROL
 JQ0544
 JQ0544  NAD 83(1992)-  38 08 49.32211(N)    117 41 08.48283(W) AD(       ) 2
 JQ0544  NAD 83(1986)-  38 08 49.32166(N)    117 41 08.48134(W) AD(       ) 2
 JQ0544  NAD 27      -  38 08 49.56800(N)    117 41 05.12100(W) AD(       ) 2
 JQ0544  NGVD 29 (07/19/86) 2437.6    (m)         7997.     (f) VERT ANG       
 JQ0544
 JQ0544.Superseded values are not recommended for survey control.
 JQ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0544.See file dsdata.txt to determine how the superseded data were derived.
 JQ0544
 JQ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC3991922351(NAD 83)
 JQ0544_MARKER: DS = TRIANGULATION STATION DISK
 JQ0544_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0544_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JQ0544_PROJECTION: FLUSH
 JQ0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0544+STABILITY: POSITION/ELEVATION WELL
 JQ0544
 JQ0544  HISTORY     - Date     Condition        Report By
 JQ0544  HISTORY     - 1952     MONUMENTED       CGS
 JQ0544  HISTORY     - 1965     GOOD             USGS
 JQ0544
 JQ0544                          STATION DESCRIPTION
 JQ0544
 JQ0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JQ0544'STATION IS LOCATED, AIRLINE, ABOUT 26 MILES WEST NORTHWEST OF
 JQ0544'TONOPAH, 14 MILES NORTHEAST OF COALDALE AND 5-1/5 MILES NORTHWEST
 JQ0544'OF U.S. HIGHWAY 95, ON THE NORTHERN AND HIGHEST POINT OF A
 JQ0544'CRESCENT SHAPED RANGE OF MOUNTAINS KNOWN AS THE MONTE CRISTO
 JQ0544'RANGE.
 JQ0544'
 JQ0544'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TONOPAH, GO
 JQ0544'WESTERLY ON U.S. HIGHWAY 95 FOR 19.2 MILES TO A POINT WHERE
 JQ0544'THE TELEPHONE LINE CROSSES THE HIGHWAY.  TURN RIGHT OFF THE
 JQ0544'HIGHWAY AND GO CROSS COUNTRY, NORTHWESTERLY, TOWARDS THE LEFT
 JQ0544'SIDE OF AN ORANGE COLORED CONICAL SHAPED PEAK, FOR ABOUT 3.7
 JQ0544'MILES TO WHERE THE MAIN WASH GETS TOO NARROW FOR TRUCK TRAVEL.
 JQ0544'JUST TO THE LEFT OF THIS ORANGE COLORED PEAK IS THE APPARENT
 JQ0544'HIGHEST ELEVATION OF THE MOUNTAIN RANGE WITH A SADDLE DROPPING
 JQ0544'TO THE RIGHT.  IN THE DIRECTION TOWARDS THIS SADDLE IS THE
 JQ0544'WASH TO ENTER BY BEARING TO THE LEFT TO ENTER IT BEFORE THE
 JQ0544'SIDES GET TOO STEEP.  FROM THE END OF TRUCK TRAVEL IN THIS WASH,
 JQ0544'CONTINUE UP THE WASH TO THE LEFT OF THE ORANGE COLORED HILL
 JQ0544'AND THEN TO THE RIGHT OF A DARK COLORED HILL ON THE LEFT.
 JQ0544'FROM THE NORTH END OF THE DARK COLORED HILL CONTINUE
 JQ0544'NORTHERLY UP THE WASH IN THE DIRECTION OF THE SADDLE MENTIONED
 JQ0544'ABOVE, SWINGING TO THE LEFT THROUGH A NARROW CLEFT IN THE
 JQ0544'ROCK, AND THEN TO THE RIGHT UP A BROAD WASH TO THE SADDLE WITH A
 JQ0544'VISIBLE SKYLINED PINYON IN THE BOTTOM OF THE SADDLE AND THE
 JQ0544'AZIMUTH MARK 50 FEET WEST OF THE PINYON TREE.  CONTINUE
 JQ0544'WESTERLY UP THE RIDGE, BEARING TO THE RIGHT TO THE HIGHEST
 JQ0544'POINT AND THE STATION.  TIME OF PACK IS APPROXIMATELY 3
 JQ0544'HOURS.  A FOUR WHEEL DRIVE IS NECESSARY FROM THE HIGHWAY.
 JQ0544'
 JQ0544'STATION MARK, STAMPED CRISTO 1952, IS A STANDARD DISK CEMENTED IN
 JQ0544'A DRILL HOLE IN A BURIED BOULDER 18 INCHES IN DIAMETER AND
 JQ0544'PROJECTING 4 INCHES.  AN UNDERGROUND MARK IS CEMENTED IN A
 JQ0544'DRILL HOLE IN BEDROCK 12 INCHES BELOW THE GROUND.
 JQ0544'
 JQ0544'REFERENCE MARK NUMBER 1, STAMPED CRISTO NO 1 1952, IS A STANDARD
 JQ0544'DISK CEMENTED IN A DRILL HOLE IN A BOULDER 3 FEET IN DIAMETER,
 JQ0544'PROJECTING 3-1/2 FEET AND 2 FEET LOWER IN ELEVATION THAN THE
 JQ0544'STATION.
 JQ0544'
 JQ0544'REFERENCE MARK NUMBER 2, STAMPED CRISTO NO 2 1952, IS A STANDARD
 JQ0544'DISK CEMENTED IN A DRILL HOLE IN A BOULDER 5 FEET IN DIAMETER,
 JQ0544'PROJECTING 3 FEET AND 2-1/2 FEET LOWER IN ELEVATION THAN THE
 JQ0544'STATION.
 JQ0544'
 JQ0544'AZIMUTH MARK, STAMPED CRISTO 1952, IS A STANDARD DISK CEMENTED IN
 JQ0544'A DRILL HOLE IN A BOULDER 5 FEET IN DIAMETER AND PROJECTING
 JQ0544'2 FEET.  THE BOULDER HAS A 3 FOOT CAIRN ON IT.
 JQ0544'
 JQ0544'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 JQ0544
 JQ0544                          STATION RECOVERY (1965)
 JQ0544
 JQ0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JQ0544'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38117-3, STATION 1005.
 JQ0544'STATION REACHED BY HELICOPTER.
 JQ0544'STATION MARK--A STANDARD DISK STAMPED---CRISTO 1952---, CEMENTED IN A
 JQ0544'DRILL HOLE IN A BURIED BOULDER 18 INCHES IN DIAMETER AND PROJECTING 4
 JQ0544'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0390 ***********************************************************************
 KP0390  DESIGNATION -  CRISTO
 KP0390  PID         -  KP0390
 KP0390  STATE/COUNTY-  NV/WHITE PINE
 KP0390  USGS QUAD   -  TREASURE HILL (1990)
 KP0390
 KP0390                         *CURRENT SURVEY CONTROL
 KP0390  ___________________________________________________________________
 KP0390* NAD 83(1994)-  39 13 07.80008(N)    115 26 29.68460(W)     ADJUSTED  
 KP0390* NAVD 88     -      2837.5    (meters)    9309.     (feet)  VERTCON   
 KP0390  ___________________________________________________________________
 KP0390  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 KP0390  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 KP0390
 KP0390  HORZ ORDER  -  SECOND
 KP0390
 KP0390.The horizontal coordinates were established by classical geodetic methods
 KP0390.and adjusted by the National Geodetic Survey in June 1998..
 KP0390
 KP0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0390
 KP0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0390
 KP0390.The geoid height was determined by GEOID03.
 KP0390
 KP0390;                    North         East     Units Scale Factor Converg.
 KP0390;SPC NV E     - 8,495,899.983   212,240.527   MT  0.99990184   +0 05 22.7
 KP0390;SPC NV E     -27,873,631.86    696,325.80   sFT  0.99990184   +0 05 22.7
 KP0390;UTM  11      - 4,342,218.211   634,533.100   MT  0.99982285   +0 59 07.8
 KP0390
 KP0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0390!SPC NV E     -   0.99955824  x   0.99990184  =   0.99946012
 KP0390!UTM  11      -   0.99955824  x   0.99982285  =   0.99938116
 KP0390
 KP0390|---------------------------------------------------------------------|
 KP0390| PID    Reference Object                     Distance      Geod. Az  |
 KP0390|                                                           dddmmss.s |
 KP0390| DD4804 CRISTO RM 1                           2.584 METERS 17159     |
 KP0390| DD4805 CRISTO RM 2                           3.452 METERS 26116     |
 KP0390| DD4803 CRISTO AZ MK                                       3175642.7 |
 KP0390|---------------------------------------------------------------------|
 KP0390
 KP0390                          SUPERSEDED SURVEY CONTROL
 KP0390
 KP0390  NAD 83(1986)-  39 13 07.79573(N)    115 26 29.68349(W) AD(       ) 2
 KP0390  NAD 27      -  39 13 08.03400(N)    115 26 26.56600(W) AD(       ) 2
 KP0390  NGVD 29 (07/19/86) 2836.1    (m)         9305.     (f) VERT ANG       
 KP0390
 KP0390.Superseded values are not recommended for survey control.
 KP0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0390.See file dsdata.txt to determine how the superseded data were derived.
 KP0390
 KP0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD3453342218(NAD 83)
 KP0390_MARKER: DS = TRIANGULATION STATION DISK
 KP0390_SETTING: 66 = SET IN ROCK OUTCROP
 KP0390
 KP0390  HISTORY     - Date     Condition        Report By
 KP0390  HISTORY     - 1954     MONUMENTED       CGS
 KP0390
 KP0390                          STATION DESCRIPTION
 KP0390
 KP0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0390'THE STATION IS LOCATED ON THE SOUTH END AND THE HIGHEST POINT
 KP0390'OF A NORTH-SOUTH RIDGE.  IT IS ABOUT 35 MILES (AIR LINE)
 KP0390'SOUTHEAST OF EUREKA, 30 MILES WEST OF ELY, 12 MILES SOUTH OF
 KP0390'U.S. HIGHWAY 50, 4 MILES SOUTHEAST OF THE DESERTED TOWN OF
 KP0390'HAMILTON, AND 5 FEET WEST OF A WHITE WITNESS POST.
 KP0390'
 KP0390'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 44 AND
 KP0390'U.S. HIGHWAY 50, (ABOUT 5 MILES WEST OF ELY) GO WEST ON U.S.
 KP0390'HIGHWAY 50 FOR 31.2 MILES TO A ROAD LEFT AND SIGN HAMILTON.
 KP0390'TURN LEFT (SOUTH) AND GO 5.0 MILES TO A FORK AND A SIGN
 KP0390'HAMILTON.  TAKE THE LEFT FORK AND GO 5.3 MILES TO A CROSSROAD
 KP0390'IN THE DESERTED TOWN OF HAMILTON.  TURN LEFT (EAST) AND GO 0.3
 KP0390'MILES TO A TRACK ROAD LEFT.  TURN LEFT ON THE TRACK ROAD
 KP0390'AND GO 1.0 MILE TO FORKS.  TAKE THE RIGHT FORK AND GO 0.1 MILE
 KP0390'TO A SADDLE.  TURN RIGHT AND FOLLOW ALONG THE CREST OF THE
 KP0390'RIDGE (CROSS COUNTRY) FOR 2.2 MILES TO THE AZIMUTH MARK ON THE
 KP0390'RIGHT.  CONTINUE ALONG THE CREST OF THE RIDGE FOR 1.2 MILES TO
 KP0390'THE HIGHEST POINT AND THE STATION.  THIS IS A DRIVE
 KP0390'STATION WITH A 4-WHEEL DRIVE.
 KP0390'
 KP0390'THE STATION MARK, A STANDARD DISK STAMPED CRISTO 1954, IS SET
 KP0390'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 KP0390'GROUND.
 KP0390'
 KP0390'REFERENCE MARK 1, A STANDARD DISK STAMPED CRISTO NO 1 1954,
 KP0390'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 KP0390'THE GROUND.
 KP0390'
 KP0390'REFERENCE MARK 2, A STANDARD DISK STAMPED CRISTO NO 2 1954, IS
 KP0390'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 KP0390'THE GROUND.
 KP0390'
 KP0390'THE AZIMUTH MARK, A STANDARD DISK STAMPED CRISTO 1954, IS SET
 KP0390'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ON THE WEST
 KP0390'EDGE OF THE RIDGE, 1 FOOT SOUTH OF A WHITE WITNESS POST, AND
 KP0390'IT PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0408 ***********************************************************************
 JP0408  DESIGNATION -  CROSS
 JP0408  PID         -  JP0408
 JP0408  STATE/COUNTY-  NV/NYE
 JP0408  USGS QUAD   -  BLACK ROCK SUMMIT (1968)
 JP0408
 JP0408                         *CURRENT SURVEY CONTROL
 JP0408  ___________________________________________________________________
 JP0408* NAD 83(1994)-  38 35 31.68183(N)    115 58 14.99152(W)     ADJUSTED  
 JP0408* NAVD 88     -      2451.4    (meters)    8043.     (feet)  VERTCON   
 JP0408  ___________________________________________________________________
 JP0408  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 JP0408  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 JP0408
 JP0408  HORZ ORDER  -  SECOND
 JP0408
 JP0408.The horizontal coordinates were established by classical geodetic methods
 JP0408.and adjusted by the National Geodetic Survey in June 1998..
 JP0408
 JP0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0408
 JP0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0408
 JP0408.The geoid height was determined by GEOID03.
 JP0408
 JP0408;                    North         East     Units Scale Factor Converg.
 JP0408;SPC NV C     - 6,426,554.752   560,616.544   MT  0.99994523   +0 26 02.6
 JP0408;SPC NV C     -21,084,455.05  1,839,289.44   sFT  0.99994523   +0 26 02.6
 JP0408;SPC NV E     - 8,426,396.349   166,243.929   MT  0.99991403   -0 14 30.2
 JP0408;SPC NV E     -27,645,602.02    545,418.62   sFT  0.99991403   -0 14 30.2
 JP0408;UTM  11      - 4,272,018.968   589,627.999   MT  0.99969892   +0 38 31.2
 JP0408
 JP0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0408!SPC NV C     -   0.99961913  x   0.99994523  =   0.99956438
 JP0408!SPC NV E     -   0.99961913  x   0.99991403  =   0.99953320
 JP0408!UTM  11      -   0.99961913  x   0.99969892  =   0.99931817
 JP0408
 JP0408:                Primary Azimuth Mark                     Grid Az
 JP0408:SPC NV C     -  BLACK ROCK                               150 04 06.3
 JP0408:SPC NV E     -  BLACK ROCK                               150 44 39.1
 JP0408:UTM  11      -  BLACK ROCK                               149 51 37.7
 JP0408
 JP0408|---------------------------------------------------------------------|
 JP0408| PID    Reference Object                     Distance      Geod. Az  |
 JP0408|                                                           dddmmss.s |
 JP0408| JP0394 BLACK ROCK                          APPROX.13.9 KM 1503008.9 |
 JP0408| DD4806 CROSS RM 1                            9.098 METERS 16614     |
 JP0408| DD4807 CROSS RM 2                           11.920 METERS 25132     |
 JP0408|---------------------------------------------------------------------|
 JP0408
 JP0408                          SUPERSEDED SURVEY CONTROL
 JP0408
 JP0408  NAD 83(1986)-  38 35 31.67744(N)    115 58 14.99280(W) AD(       ) 2
 JP0408  NAD 27      -  38 35 31.92072(N)    115 58 11.82601(W) AD(       ) 2
 JP0408  NGVD 29 (07/19/86) 2450.2    (m)         8039.     (f) VERT ANG       
 JP0408
 JP0408.Superseded values are not recommended for survey control.
 JP0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0408.See file dsdata.txt to determine how the superseded data were derived.
 JP0408
 JP0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC8962872019(NAD 83)
 JP0408_MARKER: DD = SURVEY DISK
 JP0408_SETTING: 66 = SET IN ROCK OUTCROP
 JP0408_SP_SET: PARTIALLY EXPOSED BEDROCK
 JP0408
 JP0408  HISTORY     - Date     Condition        Report By
 JP0408  HISTORY     - 1967     MONUMENTED       USGS
 JP0408
 JP0408                          STATION DESCRIPTION
 JP0408
 JP0408'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (TES)
 JP0408'LOCATED ABOUT 34 MI. (AIRLINE) NNE. OF WARM SPRINGS.  ABOUT 17
 JP0408'MI. E. OF MOREY PEAK.  ON THE W. END AND HIGHEST POINT OF A
 JP0408'MOUNTAIN THAT RUNS E. AND W.
 JP0408'
 JP0408'TO REACH FROM WARM SPRINGS, FLY ON A TRUE BEARING OF N. 38
 JP0408'DEG E. FOR 34 MI. TO TOP AND STATION.  BEST APPROACHED ON FOOT
 JP0408'FROM SE.
 JP0408'
 JP0408'STATION MARK--A STANDARD TABLET STAMPED CROSS 1967 CEMENTED
 JP0408'IN ROCK FLUSH WITH GROUND.
 JP0408'
 JP0408'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED NO 1 1967
 JP0408'CEMENTED IN ROCK PROJECTING ABOUT 1.5 FT.
 JP0408'
 JP0408'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED NO 2 1967
 JP0408'CEMENTED IN ROCK FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0993 ***********************************************************************
 HQ0993  DESIGNATION -  CROSSING
 HQ0993  PID         -  HQ0993
 HQ0993  STATE/COUNTY-  NV/ESMERALDA
 HQ0993  USGS QUAD   -  RHYOLITE RIDGE SW (1987)
 HQ0993
 HQ0993                         *CURRENT SURVEY CONTROL
 HQ0993  ___________________________________________________________________
 HQ0993* NAD 83(1994)-  37 52 04.26995(N)    117 58 06.22687(W)     ADJUSTED  
 HQ0993* NAVD 88     -      1447.12   (+/-2cm)    4747.8    (feet)  VERTCON   
 HQ0993  ___________________________________________________________________
 HQ0993  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 HQ0993  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 HQ0993
 HQ0993  HORZ ORDER  -  THIRD
 HQ0993  VERT ORDER  -  THIRD ? (See Below)
 HQ0993
 HQ0993.The horizontal coordinates were established by classical geodetic methods
 HQ0993.and adjusted by the National Geodetic Survey in June 1998..
 HQ0993
 HQ0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0993.The vertical order pertains to the NGVD 29 superseded value.
 HQ0993
 HQ0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0993
 HQ0993.The geoid height was determined by GEOID03.
 HQ0993
 HQ0993;                    North         East     Units Scale Factor Converg.
 HQ0993;SPC NV W     - 4,346,115.604   854,103.053   MT  0.99993604   +0 22 38.9
 HQ0993;SPC NV W     -14,258,880.94  2,802,169.77   sFT  0.99993604   +0 22 38.9
 HQ0993;UTM  11      - 4,191,595.048   414,824.036   MT  0.99968936   -0 35 40.1
 HQ0993
 HQ0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0993!SPC NV W     -   0.99977700  x   0.99993604  =   0.99971305
 HQ0993!UTM  11      -   0.99977700  x   0.99968936  =   0.99946643
 HQ0993
 HQ0993|---------------------------------------------------------------------|
 HQ0993| PID    Reference Object                     Distance      Geod. Az  |
 HQ0993|                                                           dddmmss.s |
 HQ0993| DA8963 CROSSING RM 1                         6.139 METERS 23033     |
 HQ0993| HQ0992 4825                                  4.432 METERS 32116     |
 HQ0993| DA8962 CROSSING AZ MK                                     3483711.4 |
 HQ0993|---------------------------------------------------------------------|
 HQ0993
 HQ0993                          SUPERSEDED SURVEY CONTROL
 HQ0993
 HQ0993  NAD 83(1992)-  37 52 04.26597(N)    117 58 06.22725(W) AD(       ) 3
 HQ0993  NAD 83(1986)-  37 52 04.27074(N)    117 58 06.21789(W) AD(       ) 3
 HQ0993  NAD 27      -  37 52 04.51100(N)    117 58 02.84700(W) AD(       ) 3
 HQ0993  NGVD 29 (07/19/86) 1445.98   (m)         4744.0    (f) LEVELING    3  
 HQ0993
 HQ0993.Superseded values are not recommended for survey control.
 HQ0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0993.See file dsdata.txt to determine how the superseded data were derived.
 HQ0993
 HQ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB1482491595(NAD 83)
 HQ0993_MARKER: DS = TRIANGULATION STATION DISK
 HQ0993_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0993_PROJECTION: FLUSH
 HQ0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0993+STABILITY: POSITION/ELEVATION WELL
 HQ0993
 HQ0993  HISTORY     - Date     Condition        Report By
 HQ0993  HISTORY     - 1950     MONUMENTED       CGS
 HQ0993  HISTORY     - 1962     GOOD             USGS
 HQ0993
 HQ0993                          STATION DESCRIPTION
 HQ0993
 HQ0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0993'THE STATION IS LOCATED ON THE TOP OF A LOW KNOLL IN THE NORTHEAST
 HQ0993'PART OF FISH LAKE VALLEY NEAR WHAT IS KNOWN AS THE CROSSING.
 HQ0993'THE KNOLL IS WEST OF THE WEST EDGE OF A LARGE DRY LAKE BED.  THE
 HQ0993'MARK PROJECTS ABOUT 3 INCHES ABOVE THE GROUND LEVEL AND IS
 HQ0993'STAMPED CROSSING 1950.
 HQ0993'
 HQ0993'REFERENCE MARK NO. 1 PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 HQ0993'LEVEL AND IS STAMPED CROSSING NO 1 1950.
 HQ0993'
 HQ0993'THE U.S.G.S. BENCH MARK IS RIVETED TO THE TOP OF A 4 INCH IRON PIPE
 HQ0993'THAT IS EMBEDDED IN CONCRETE.  THE MARK PROJECTS ABOUT 17 INCHES
 HQ0993'ABOVE THE GROUND LEVEL.  THE MARK IS STAMPED 4825.
 HQ0993'
 HQ0993'THE AZIMUTH MARK IS SET NORTH OF THE STATION ALONG THE MAIN
 HQ0993'TRAVELED ROAD.  THE MARK IS 27 FEET EAST OF THE CENTER OF THE ROAD
 HQ0993'AND 5 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS STAMPED
 HQ0993'CROSSING 1950.
 HQ0993'
 HQ0993'TO REACH THE STATION FROM THE HIGHWAY MAINTENANCE STATION WHICH
 HQ0993'IS ON STATE HIGHWAY 3A ABOUT 17 MILES SOUTH OF U.S. HIGHWAY 6,
 HQ0993'GO NORTH 0.15 MILE TO A CROSSROAD.  TURN RIGHT AND FOLLOW THE
 HQ0993'MAIN ROAD EASTERLY 6.7 MILES TO A ROAD RIGHT.  TURN RIGHT, PASS
 HQ0993'OVER SEVERAL SMALL WOODEN BRIDGES AND GO 0.3 MILE TO TOP OF KNOLL
 HQ0993'AND STATION.  A DRIVE STATION.  TO REACH THE AZIUTH MARK
 HQ0993'CONTINUE ON THE MAIN ROAD 0.8 MILE FROM THE TURN OFF TO STATION,
 HQ0993'TO THE AZIMUTH MARK ON THE RIGHT.
 HQ0993
 HQ0993                          STATION RECOVERY (1962)
 HQ0993
 HQ0993'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HQ0993'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37117-4, STATION 1008.
 HQ0993'STATION MARK--A STANDARD DISK STAMPED---CROSSING 1950---, LOCATED ON
 HQ0993'THE TOP OF A LOW KNOLL AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 HQ0993'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0666 ***********************************************************************
 LS0666  DESIGNATION -  CROSSROAD
 LS0666  PID         -  LS0666
 LS0666  STATE/COUNTY-  NV/PERSHING
 LS0666  USGS QUAD   -  BLUEWING SPRING (1981)
 LS0666
 LS0666                         *CURRENT SURVEY CONTROL
 LS0666  ___________________________________________________________________
 LS0666* NAD 83(1994)-  40 01 27.62987(N)    119 00 31.45580(W)     ADJUSTED  
 LS0666* NAVD 88     -      1414.4    (meters)    4640.     (feet)  VERTCON   
 LS0666  ___________________________________________________________________
 LS0666  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 LS0666  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 LS0666
 LS0666  HORZ ORDER  -  THIRD
 LS0666
 LS0666.The horizontal coordinates were established by classical geodetic methods
 LS0666.and adjusted by the National Geodetic Survey in June 1998..
 LS0666
 LS0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0666
 LS0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0666
 LS0666.The geoid height was determined by GEOID03.
 LS0666
 LS0666;                    North         East     Units Scale Factor Converg.
 LS0666;SPC NV W     - 4,585,401.624   763,689.554   MT  0.99991623   -0 16 24.9
 LS0666;SPC NV W     -15,043,938.49  2,505,538.15   sFT  0.99991623   -0 16 24.9
 LS0666;UTM  11      - 4,432,391.733   328,589.507   MT  0.99996171   -1 17 31.8
 LS0666
 LS0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0666!SPC NV W     -   0.99978183  x   0.99991623  =   0.99969808
 LS0666!UTM  11      -   0.99978183  x   0.99996171  =   0.99974355
 LS0666
 LS0666|---------------------------------------------------------------------|
 LS0666| PID    Reference Object                     Distance      Geod. Az  |
 LS0666|                                                           dddmmss.s |
 LS0666| CS7088 CROSSROAD RM 1                       17.297 METERS 27656     |
 LS0666| CS7089 CROSSROAD RM 2                       18.166 METERS 35304     |
 LS0666|---------------------------------------------------------------------|
 LS0666
 LS0666                          SUPERSEDED SURVEY CONTROL
 LS0666
 LS0666  NAD 83(1992)-  40 01 27.63559(N)    119 00 31.44603(W) AD(       ) 3
 LS0666  NAD 83(1986)-  40 01 27.63502(N)    119 00 31.44413(W) AD(       ) 3
 LS0666  NGVD 29 (10/14/92) 1413.5    (m)         4637.     (f) VERT ANG       
 LS0666
 LS0666.Superseded values are not recommended for survey control.
 LS0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0666.See file dsdata.txt to determine how the superseded data were derived.
 LS0666
 LS0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE2859032392(NAD 83)
 LS0666_MARKER: DS = TRIANGULATION STATION DISK
 LS0666_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LS0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0666
 LS0666  HISTORY     - Date     Condition        Report By
 LS0666  HISTORY     - 1950     MONUMENTED       USGS
 LS0666  HISTORY     - 1956     GOOD             USGS
 LS0666  HISTORY     - 1975     GOOD             USGS
 LS0666
 LS0666                          STATION DESCRIPTION
 LS0666
 LS0666'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LS0666'LOCATED ABOUT 18 MI W. OF FANNING, 16 MI N. OF BRADYS HOT
 LS0666'SPRINGS, 9.5 MI NW. OF JESSUP, 2 MI E. OF SAHWAVE MOUNTAINS.  IN
 LS0666'WEST EDGE OF GRANITE SPRINGS VALLEY.
 LS0666'
 LS0666'SEE 1975 RECOVERY FOR TO REACH.
 LS0666'
 LS0666'STATION MARK--STANDARD BRONZE TABLET STAMPED---CROSSROAD 1950---,
 LS0666'CEMENTED IN TOP OF CONCRETE POST.
 LS0666'
 LS0666'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN TOP OF
 LS0666'CONCRETE POST.
 LS0666'
 LS0666'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN TOP OF
 LS0666'CONCRETE POST.
 LS0666
 LS0666                          STATION RECOVERY (1956)
 LS0666
 LS0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 LS0666'RECOVERED AS DESCRIBED BY USGS IN 1950.  ALL MARKS IN GOOD
 LS0666'CONDITION.
 LS0666
 LS0666                          STATION RECOVERY (1975)
 LS0666
 LS0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LS0666'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 LS0666'
 LS0666'TO REACH FROM SIGNAL LIGHT IN CENTER OF LOVELOCK, DRIVE 13.3 MI
 LS0666'SW. ALONG U.S. HWY. 40 AND I-HWY. 80 TO TOULON EXIT.  TURN RIGHT
 LS0666'(W.) ON MAIN-TRAVELED RD. 9.6 MI TO Y-RD. FORK.  KEEP TO LEFT FORK
 LS0666'FOLLOWING MAIN-TRAVELED RD. 11.4 MI TO X-RDS., CONTINUE STRAIGHT
 LS0666'AHEAD 0.05 MI TO T-RD. FORK.  TURN LEFT FOLLOWING STRAIGHT TANGENT
 LS0666'OF RD. 0.8 MI TO X-RDS. AND STATION ABOUT 42 FT NW. OF
 LS0666'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0854 ***********************************************************************
 GS0854  DESIGNATION -  CROWN
 GS0854  PID         -  GS0854
 GS0854  STATE/COUNTY-  NV/NYE
 GS0854  USGS QUAD   -  SIXMILE SPRING (1984)
 GS0854
 GS0854                         *CURRENT SURVEY CONTROL
 GS0854  ___________________________________________________________________
 GS0854* NAD 83(1994)-  36 07 42.15630(N)    116 02 44.22533(W)     ADJUSTED  
 GS0854* NAVD 88     -       800.     (meters)    2625.     (feet)  SCALED    
 GS0854  ___________________________________________________________________
 GS0854  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 GS0854  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GS0854
 GS0854  HORZ ORDER  -  THIRD
 GS0854
 GS0854.The horizontal coordinates were established by classical geodetic methods
 GS0854.and adjusted by the National Geodetic Survey in June 1998..
 GS0854
 GS0854.The orthometric height was scaled from a topographic map.
 GS0854
 GS0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0854
 GS0854.The geoid height was determined by GEOID03.
 GS0854
 GS0854;                    North         East     Units Scale Factor Converg.
 GS0854;SPC NV C     - 6,153,092.384   555,899.875   MT  0.99993849   +0 21 58.2
 GS0854;SPC NV C     -20,187,270.60  1,823,814.84   sFT  0.99993849   +0 21 58.2
 GS0854;SPC CA 4     -   592,309.541 2,265,897.827   MT  0.99997821   +1 45 45.2
 GS0854;SPC CA 4     - 1,943,268.89  7,434,033.12   sFT  0.99997821   +1 45 45.2
 GS0854;UTM  11      - 3,998,609.188   585,877.763   MT  0.99969087   +0 33 45.8
 GS0854
 GS0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0854!SPC NV C     -   0.99987894  x   0.99993849  =   0.99981744
 GS0854!SPC CA 4     -   0.99987894  x   0.99997821  =   0.99985715
 GS0854!UTM  11      -   0.99987894  x   0.99969087  =   0.99956985
 GS0854
 GS0854:                Primary Azimuth Mark                     Grid Az
 GS0854:SPC NV C     -  CHARLESTON PEAK                          062 44 40.2
 GS0854:SPC CA 4     -  CHARLESTON PEAK                          061 20 53.2
 GS0854:UTM  11      -  CHARLESTON PEAK                          062 32 52.6
 GS0854
 GS0854|---------------------------------------------------------------------|
 GS0854| PID    Reference Object                     Distance      Geod. Az  |
 GS0854|                                                           dddmmss.s |
 GS0854| GR1966 CHARLESTON PEAK                     APPROX.35.3 KM 0630638.4 |
 GS0854| FS1309 BLACK BUTTE                         APPROX.39.9 KM 1325244.7 |
 GS0854| FS1318 CLARKS PEAK                         APPROX.78.6 KM 1481046.0 |
 GS0854| GS0856 DOME MOUNTAIN                       APPROX.12.8 KM 1954838.8 |
 GS0854| GS0857 T 109                               APPROX. 0.9 KM 2301243.7 |
 GS0854| GS0863 SHARP PK W OF PAHRUMP VALLEY        APPROX. 9.3 KM 2541711.0 |
 GS0854| GS0880 HIGH PEAK NEAR T 105                APPROX.24.3 KM 3080731.6 |
 GS0854| GS0845 HIGH PEAK                           APPROX.15.8 KM 3293914.5 |
 GS0854|---------------------------------------------------------------------|
 GS0854
 GS0854                          SUPERSEDED SURVEY CONTROL
 GS0854
 GS0854  NAD 83(1992)-  36 07 42.15631(N)    116 02 44.22534(W) AD(1991.35) 3
 GS0854  NAD 83(1992)-  36 07 42.15647(N)    116 02 44.22557(W) AD(       ) 3
 GS0854  NAD 83(1986)-  36 07 42.15330(N)    116 02 44.22494(W) AD(       ) 3
 GS0854  NAD 27      -  36 07 42.29500(N)    116 02 41.13900(W) AD(       ) 3
 GS0854
 GS0854.Superseded values are not recommended for survey control.
 GS0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0854.See file dsdata.txt to determine how the superseded data were derived.
 GS0854
 GS0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV8587898609(NAD 83)
 GS0854
 GS0854  HISTORY     - Date     Condition        Report By
 GS0854  HISTORY     - 1898     MONUMENTED       CGS
 GS0854
 GS0854                          STATION DESCRIPTION
 GS0854
 GS0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (CHS)
 GS0854'STATION IS E OF T 109 ON FIRST SAND HILL IN PAHRUMP VALLEY
 GS0854'AT N END OF RANGE OF HILLS.  OVER A DRILL HOLE IN A ROCK
 GS0854'IN PLACE IS ERECTED A 12-FOOT POLE WITH ONE LOZENGE 3 FEET
 GS0854'SQUARE 10.5 FEET ABOVE GROUND AND BELOW AND AT RIGHT ANGLES
 GS0854'A 15-INCH LOZENGE 6 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0556 ***********************************************************************
 LS0556  DESIGNATION -  CRUX
 LS0556  PID         -  LS0556
 LS0556  STATE/COUNTY-  NV/PERSHING
 LS0556  USGS QUAD   -  RYE PATCH RES NORTH (1971)
 LS0556
 LS0556                         *CURRENT SURVEY CONTROL
 LS0556  ___________________________________________________________________
 LS0556* NAD 83(1994)-  40 42 46.77502(N)    118 21 21.40133(W)     ADJUSTED  
 LS0556* NAVD 88     -      1294.04   (+/-2cm)    4245.5    (feet)  VERTCON   
 LS0556  ___________________________________________________________________
 LS0556  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 LS0556  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 LS0556
 LS0556  HORZ ORDER  -  SECOND
 LS0556  VERT ORDER  -  THIRD ? (See Below)
 LS0556
 LS0556.The horizontal coordinates were established by classical geodetic methods
 LS0556.and adjusted by the National Geodetic Survey in June 1998..
 LS0556
 LS0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0556.The vertical order pertains to the NGVD 29 superseded value.
 LS0556
 LS0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0556
 LS0556.The geoid height was determined by GEOID03.
 LS0556
 LS0556;                    North         East     Units Scale Factor Converg.
 LS0556;SPC NV W     - 4,661,801.198   819,212.208   MT  0.99990454   +0 08 53.9
 LS0556;SPC NV W     -15,294,592.76  2,687,698.72   sFT  0.99990454   +0 08 53.9
 LS0556;UTM  11      - 4,507,781.436   385,468.119   MT  0.99976146   -0 53 04.3
 LS0556
 LS0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0556!SPC NV W     -   0.99980045  x   0.99990454  =   0.99970500
 LS0556!UTM  11      -   0.99980045  x   0.99976146  =   0.99956195
 LS0556
 LS0556|---------------------------------------------------------------------|
 LS0556| PID    Reference Object                     Distance      Geod. Az  |
 LS0556|                                                           dddmmss.s |
 LS0556| DB7131 CRUX RM 2                            27.634 METERS 08108     |
 LS0556| DB7129 CRUX AZ MK                                         0873559.3 |
 LS0556| DB7130 CRUX RM 1                            31.120 METERS 35418     |
 LS0556|---------------------------------------------------------------------|
 LS0556
 LS0556                          SUPERSEDED SURVEY CONTROL
 LS0556
 LS0556  NAD 83(1986)-  40 42 46.78112(N)    118 21 21.39662(W) AD(       ) 2
 LS0556  NAD 27      -  40 42 47.12800(N)    118 21 17.85210(W) AD(       ) 2
 LS0556  NGVD 29 (07/19/86) 1293.04   (m)         4242.2    (f) LEVELING    3  
 LS0556
 LS0556.Superseded values are not recommended for survey control.
 LS0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0556.See file dsdata.txt to determine how the superseded data were derived.
 LS0556
 LS0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF8546807781(NAD 83)
 LS0556_MARKER: DS = TRIANGULATION STATION DISK
 LS0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0556
 LS0556  HISTORY     - Date     Condition        Report By
 LS0556  HISTORY     - 1958     MONUMENTED       CGS
 LS0556
 LS0556                          STATION DESCRIPTION
 LS0556
 LS0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0556'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF A CROSSROAD
 LS0556'INTERSECTION IN A DESERT AREA.  IT IS, AIRLINE, ABOUT 14 MILES
 LS0556'SOUTH OF JUNGO, 13 MILES EAST-SOUTHEAST OF SCOSSA AND 12
 LS0556'MILES WEST-NORTHWEST OF IMLAY.
 LS0556'
 LS0556'TO REACH FROM THE POST OFFICE IN LOVELOCK, GO EAST 1 BLOCK
 LS0556'TO U.S. HIGHWAY 40.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY
 LS0556'40 FOR 38.2 MILES TO A SIDE ROAD LEFT AT A SIGN JUNGO 29, 0.2
 LS0556'MILE BEFORE REACHING THE BUENA VISTA CLUB.  TURN LEFT AND GO
 LS0556'WEST ON MAIN ROAD FOR 0.3 MILE TO A FORK.  TAKE LEFT FORK
 LS0556'AND CONTINUE ON MAIN ROAD WEST FOR 11.9 MILES TO THE AZIMUTH
 LS0556'MARK ON THE LEFT.  CONTINUE WEST FOR 0.4 MILE TO A CROSS ROAD
 LS0556'AND THE STATION IN THE SOUTHWEST ANGLE.
 LS0556'
 LS0556'THE STATION MARK IS A STANDARD DISK STAMPED CRUX 1958, SET
 LS0556'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 LS0556'4 INCHES ABOVE GROUND.  IT IS 7.6 FEET SOUTHWEST OF A STANDARD
 LS0556'WITNESS POST AND 76 FEET SOUTHWEST OF THE CROSSROAD INTERSECTION.
 LS0556'
 LS0556'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CRUX
 LS0556'NO 1 1958, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LS0556'THAT PROJECTS 4 INCHES ABOVE GROUND.  IT IS 69 FEET WEST-NORTHWEST
 LS0556'OF THE CROSSROAD INTERSECTION AND ABOUT 2 FEET LOWER THAN THE
 LS0556'STATION.
 LS0556'
 LS0556'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CRUX
 LS0556'NO 2 1958, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LS0556'THAT PROJECTS 4 INCHES ABOVE GROUND.  IT IS 65 FEET
 LS0556'EAST-SOUTHEAST OF THE CROSSROAD INTERSECTION AND ABOUT 1
 LS0556'FOOT LOWER THAN THE STATION.
 LS0556'
 LS0556'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRUX 1958, SET
 LS0556'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 LS0556'5 INCHES ABOVE GROUND.  IT IS 42 FEET SOUTH OF THE CENTER LINE
 LS0556'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0906 ***********************************************************************
 HQ0906  DESIGNATION -  CRYSTAL
 HQ0906  PID         -  HQ0906
 HQ0906  STATE/COUNTY-  NV/ESMERALDA
 HQ0906  USGS QUAD   -  WEST OF GOLD MOUNTAIN (1987)
 HQ0906
 HQ0906                         *CURRENT SURVEY CONTROL
 HQ0906  ___________________________________________________________________
 HQ0906* NAD 83(1994)-  37 11 01.86559(N)    117 24 44.79537(W)     ADJUSTED  
 HQ0906* NAVD 88     -      1876.     (meters)    6155.     (feet)  SCALED    
 HQ0906  ___________________________________________________________________
 HQ0906  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 HQ0906  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 HQ0906
 HQ0906  HORZ ORDER  -  THIRD
 HQ0906
 HQ0906.The horizontal coordinates were established by classical geodetic methods
 HQ0906.and adjusted by the National Geodetic Survey in June 1998..
 HQ0906
 HQ0906.The orthometric height was scaled from a topographic map.
 HQ0906
 HQ0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0906
 HQ0906.The geoid height was determined by GEOID03.
 HQ0906
 HQ0906;                    North         East     Units Scale Factor Converg.
 HQ0906;SPC NV W     - 4,270,671.439   903,962.992   MT  1.00003310   +0 42 27.8
 HQ0906;SPC NV W     -14,011,361.21  2,965,751.92   sFT  1.00003310   +0 42 27.8
 HQ0906;SPC CA 4     -   706,506.563 2,140,962.031   MT  0.99998809   +0 56 49.6
 HQ0906;SPC CA 4     - 2,317,930.28  7,024,139.60   sFT  0.99998809   +0 56 49.6
 HQ0906;UTM  11      - 4,115,347.574   463,390.889   MT  0.99961651   -0 14 57.4
 HQ0906
 HQ0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0906!SPC NV W     -   0.99970990  x   1.00003310  =   0.99974299
 HQ0906!SPC CA 4     -   0.99970990  x   0.99998809  =   0.99969799
 HQ0906!UTM  11      -   0.99970990  x   0.99961651  =   0.99932652
 HQ0906
 HQ0906:                Primary Azimuth Mark                     Grid Az
 HQ0906:SPC NV W     -  T 85 HIGH                                211 20 54.0
 HQ0906:SPC CA 4     -  T 85 HIGH                                211 06 32.2
 HQ0906:UTM  11      -  T 85 HIGH                                212 18 19.2
 HQ0906
 HQ0906|---------------------------------------------------------------------|
 HQ0906| PID    Reference Object                     Distance      Geod. Az  |
 HQ0906|                                                           dddmmss.s |
 HQ0906| HQ0899 T 85 HIGH                           APPROX. 2.7 KM 2120321.8 |
 HQ0906|---------------------------------------------------------------------|
 HQ0906
 HQ0906                          SUPERSEDED SURVEY CONTROL
 HQ0906
 HQ0906  NAD 83(1992)-  37 11 01.86321(N)    117 24 44.79385(W) AD(       ) 3
 HQ0906  NAD 83(1986)-  37 11 01.86323(N)    117 24 44.79929(W) AD(       ) 3
 HQ0906  NAD 27      -  37 11 02.10900(N)    117 24 41.52700(W) AD(       ) 3
 HQ0906
 HQ0906.Superseded values are not recommended for survey control.
 HQ0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0906.See file dsdata.txt to determine how the superseded data were derived.
 HQ0906
 HQ0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB6339115348(NAD 83)
 HQ0906_MARKER: H = DRILL HOLE
 HQ0906_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0906_SP_SET: SET IN BEDROCK
 HQ0906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0906+STABILITY: POSITION/ELEVATION WELL
 HQ0906
 HQ0906  HISTORY     - Date     Condition        Report By
 HQ0906  HISTORY     - 1895     MONUMENTED       CGS
 HQ0906
 HQ0906                          STATION DESCRIPTION
 HQ0906
 HQ0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HQ0906'STATION IS ON A HIGH ROCKY POINT OF THE RIDGE ON WHICH T
 HQ0906'84 IS SITUATED AND NEARLY AT RIGHT ANGLES TO THE LINE AT T 85.
 HQ0906'
 HQ0906'THERE ARE A FEW SCATTERED PALMETTOS ON THE HILL.
 HQ0906'
 HQ0906'STATION IS MARKED BY A DRILL HOLE IN ROCK ON SUMMIT, POLE
 HQ0906'AND CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0325 ***********************************************************************
 KP0325  DESIGNATION -  CRYSTAL QUEEN MINE ELEV SHAFT
 KP0325  PID         -  KP0325
 KP0325  STATE/COUNTY-  NV/WHITE PINE
 KP0325  USGS QUAD   -  HOGUM (1987)
 KP0325
 KP0325                         *CURRENT SURVEY CONTROL
 KP0325  ___________________________________________________________________
 KP0325* NAD 83(1994)-  39 04 17.45932(N)    114 27 08.27109(W)     ADJUSTED  
 KP0325* NAVD 88     -                                                        
 KP0325  ___________________________________________________________________
 KP0325  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 KP0325  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 KP0325
 KP0325  HORZ ORDER  -  THIRD
 KP0325
 KP0325.The horizontal coordinates were established by classical geodetic methods
 KP0325.and adjusted by the National Geodetic Survey in June 1998..
 KP0325
 KP0325
 KP0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0325
 KP0325.The geoid height was determined by GEOID03.
 KP0325
 KP0325;                    North         East     Units Scale Factor Converg.
 KP0325;SPC NV E     - 8,480,146.083   297,870.390   MT  1.00001791   +0 42 46.6
 KP0325;SPC NV E     -27,821,945.94    977,263.10   sFT  1.00001791   +0 42 46.6
 KP0325;UTM  11      - 4,327,802.567   720,402.853   MT  1.00019819   +1 36 23.2
 KP0325
 KP0325                          SUPERSEDED SURVEY CONTROL
 KP0325
 KP0325  NAD 83(1994)-  39 04 17.45933(N)    114 27 08.27103(W) AD(       ) 4
 KP0325  NAD 83(1986)-  39 04 17.45803(N)    114 27 08.26836(W) AD(       ) 4
 KP0325  NAD 27      -  39 04 17.65800(N)    114 27 05.26200(W) AD(       ) 3
 KP0325
 KP0325.Superseded values are not recommended for survey control.
 KP0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0325.See file dsdata.txt to determine how the superseded data were derived.
 KP0325
 KP0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD2040327803(NAD 83)
 KP0325
 KP0325  HISTORY     - Date     Condition        Report By
 KP0325  HISTORY     - 1944     FIRST OBSERVED   CGS
 KP0325
 KP0325                          STATION DESCRIPTION
 KP0325
 KP0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 KP0325'LOCATED ABOUT 8 MILES E OF MAJORS PLACE, ON U.S. HIGHWAY 6.
 KP0325'IT IS A SHAFT SUPPORTING THE CONVEYOR BELT AND IS AT THE NE
 KP0325'CORNER OF THE MILL.  SHAFT IS ABOUT 20 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0354 ***********************************************************************
 HP0354  DESIGNATION -  CRYSTAL SPRINGS
 HP0354  PID         -  HP0354
 HP0354  STATE/COUNTY-  NV/LINCOLN
 HP0354  USGS QUAD   -  HIKO (1973)
 HP0354
 HP0354                         *CURRENT SURVEY CONTROL
 HP0354  ___________________________________________________________________
 HP0354* NAD 83(1994)-  37 31 53.10939(N)    115 14 04.15250(W)     ADJUSTED  
 HP0354* NAVD 88     -      1171.5    (meters)    3843.     (feet)  VERTCON   
 HP0354  ___________________________________________________________________
 HP0354  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 HP0354  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 HP0354
 HP0354  HORZ ORDER  -  FIRST
 HP0354
 HP0354.The horizontal coordinates were established by classical geodetic methods
 HP0354.and adjusted by the National Geodetic Survey in June 1998..
 HP0354
 HP0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0354
 HP0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0354
 HP0354.The geoid height was determined by GEOID03.
 HP0354
 HP0354;                    North         East     Units Scale Factor Converg.
 HP0354;SPC NV E     - 8,308,657.269   230,830.946   MT  0.99991170   +0 12 45.1
 HP0354;SPC NV E     -27,259,319.72    757,317.86   sFT  0.99991170   +0 12 45.1
 HP0354;UTM  11      - 4,155,291.503   655,994.858   MT  0.99989975   +1 04 32.7
 HP0354
 HP0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0354!SPC NV E     -   0.99982014  x   0.99991170  =   0.99973186
 HP0354!UTM  11      -   0.99982014  x   0.99989975  =   0.99971991
 HP0354
 HP0354:                Primary Azimuth Mark                     Grid Az
 HP0354:SPC NV E     -  C 313                                    100 02 59.6
 HP0354:UTM  11      -  C 313                                    099 11 12.0
 HP0354
 HP0354|---------------------------------------------------------------------|
 HP0354| PID    Reference Object                     Distance      Geod. Az  |
 HP0354|                                                           dddmmss.s |
 HP0354| DD4808 C 313                                              1001544.7 |
 HP0354| DD4809 CRYSTAL SPRINGS RM 1                  8.553 METERS 21225     |
 HP0354| HP0357 WINDMILL                            APPROX. 4.4 KM 2783200.7 |
 HP0354| DD4810 CRYSTAL SPRINGS RM 2                 10.170 METERS 32134     |
 HP0354| HP0112 A 58                                120.031 METERS 35450     |
 HP0354|---------------------------------------------------------------------|
 HP0354
 HP0354                          SUPERSEDED SURVEY CONTROL
 HP0354
 HP0354  NAD 83(1994)-  37 31 53.10521(N)    115 14 04.15169(W) AD(       ) 1
 HP0354  NAD 83(1986)-  37 31 53.10215(N)    115 14 04.14974(W) AD(       ) 1
 HP0354  NAD 27      -  37 31 53.24600(N)    115 14 01.07300(W) AD(       ) 1
 HP0354  NGVD 29 (07/19/86) 1170.6    (m)         3841.     (f) VERT ANG       
 HP0354
 HP0354.Superseded values are not recommended for survey control.
 HP0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0354.See file dsdata.txt to determine how the superseded data were derived.
 HP0354
 HP0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB5599555292(NAD 83)
 HP0354_MARKER: DS = TRIANGULATION STATION DISK
 HP0354_SETTING: 80 = SET IN A BOULDER
 HP0354_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HP0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0354+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1993
 HP0354
 HP0354  HISTORY     - Date     Condition        Report By
 HP0354  HISTORY     - 1944     MONUMENTED       CGS
 HP0354  HISTORY     - 1954     GOOD             CGS
 HP0354  HISTORY     - 1969     GOOD             USGS
 HP0354  HISTORY     - 19930210 GOOD             NGS
 HP0354
 HP0354                          STATION DESCRIPTION
 HP0354
 HP0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0354'STATION IS LOCATED ON TOP OF A LOW ROCKY KNOLL, ABOUT 60
 HP0354'YARDS SW OF CRYSTAL SPRINGS, ABOUT 100 YARDS S OF JUNCTION
 HP0354'OF STATE HIGHWAY 25 AND STATE HIGHWAY 38A.  STATE HIGHWAY
 HP0354'25 LEADS W TO TONOPAH, HIGHWAY 38A LEADS N TO ELY.  STATION
 HP0354'IS 321 FEET SE OF CROSS ROAD, 458 FEET SSW OF A ROAD
 HP0354'INTERSECTION, 393.8 FEET S OF B.M. A 58, AND 20 FEET N OF CENTER
 HP0354'OF LARGE ROCK WHICH FORMS HIGHEST POINT OF HILL.
 HP0354'
 HP0354'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER FLUSH
 HP0354'WITH THE GROUND.  IT IS STAMPED CRYSTAL SPRINGS 1944.
 HP0354'
 HP0354'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0354'PROJECTING 1 FOOT ABOVE GROUND.  IT IS ABOUT 1 FOOT HIGHER
 HP0354'THAN THE STATION MARK AND IS STAMPED CRYSTAL SPRINGS NO 1
 HP0354'1944.
 HP0354'
 HP0354'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0354'PROJECTING 1 FOOT ABOVE GROUND.  IT IS ABOUT 1 FOOT LOWER
 HP0354'THAN THE STATION MARK AND IS STAMPED CRYSTAL SPRINGS NO 2
 HP0354'1944.
 HP0354'
 HP0354'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A CONCRETE
 HP0354'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND AND IS STAMPED
 HP0354'C 313 1941.  IT IS 24 PACES WNW OF THE CENTER LINE OF U.S.
 HP0354'HIGHWAY 93, 82 PACES NNE OF CRYSTAL SPRINGS-HIKO ROAD JUNCTION
 HP0354'WITH U.S. HIGHWAY 93, AND 4 FEET ESE OF A WHITE WOODEN WITNESS
 HP0354'POST.
 HP0354'
 HP0354'TO REACH STATION FROM CALIENTE, GO W ON U.S. HIGHWAY 93 FOR
 HP0354'43.2 MILES TO CRYSTAL SPRINGS-HIKO JUNCTION, TAKE GRADED
 HP0354'DIRT ROAD W 0.8 MILE TO JUNCTION AT CRYSTAL SPRINGS, TURN LEFT
 HP0354'ON ROAD LEADING TO SPRING AND ON TO TOP OF KNOLL APPROXIMATELY
 HP0354'0.05 MILE S OF JUNCTION, THE END OF TRUCK TRAVEL, AND STATION.
 HP0354'
 HP0354'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HP0354
 HP0354                          STATION RECOVERY (1954)
 HP0354
 HP0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0354'RECOVERED.  THE STATION, BOTH REFERENCE MARKS, AND AZIMUTH
 HP0354'MARK WERE RECOVERED AS DESCRIBED.  BENCH MARK A 58 WAS FOUND
 HP0354'DESTROYED.
 HP0354
 HP0354                          STATION RECOVERY (1969)
 HP0354
 HP0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HP0354'ALL MARKS IN GOOD CONDITION.
 HP0354'
 HP0354'NEVADA 38 A AND 25 ARE NOW PAVED.
 HP0354
 HP0354                          STATION RECOVERY (1993)
 HP0354
 HP0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (DW)
 HP0354'STATION, RM 1 AND RM 2 RECOVERED IN GOOD CONDITION.  STATION IS ALSO
 HP0354'GRAVITY BASE STATION 'CRYSTAL SPRINGS B', IGB 12057B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1858 ***********************************************************************
 KR1858  DESIGNATION -  CUI UI
 KR1858  PID         -  KR1858
 KR1858  STATE/COUNTY-  NV/WASHOE
 KR1858  USGS QUAD   -  NIXON NW (1985)
 KR1858
 KR1858                         *CURRENT SURVEY CONTROL
 KR1858  ___________________________________________________________________
 KR1858* NAD 83(1994)-  39 59 48.90196(N)    119 27 54.45006(W)     ADJUSTED  
 KR1858* NAVD 88     -      1935.9    (meters)    6351.     (feet)  VERTCON   
 KR1858  ___________________________________________________________________
 KR1858  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 KR1858  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 KR1858
 KR1858  HORZ ORDER  -  THIRD
 KR1858
 KR1858.The horizontal coordinates were established by classical geodetic methods
 KR1858.and adjusted by the National Geodetic Survey in June 1998..
 KR1858
 KR1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1858
 KR1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1858
 KR1858.The geoid height was determined by GEOID03.
 KR1858
 KR1858;                    North         East     Units Scale Factor Converg.
 KR1858;SPC NV W     - 4,582,642.601   724,704.028   MT  0.99996977   -0 34 00.5
 KR1858;SPC NV W     -15,034,886.60  2,377,633.13   sFT  0.99996977   -0 34 00.5
 KR1858;UTM  11      - 4,430,325.828   289,556.791   MT  1.00014522   -1 35 06.1
 KR1858
 KR1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1858!SPC NV W     -   0.99970010  x   0.99996977  =   0.99966988
 KR1858!UTM  11      -   0.99970010  x   1.00014522  =   0.99984527
 KR1858
 KR1858|---------------------------------------------------------------------|
 KR1858| PID    Reference Object                     Distance      Geod. Az  |
 KR1858|                                                           dddmmss.s |
 KR1858| CS7090 CUI UI RM 1                          13.911 METERS 12514     |
 KR1858| CS7091 CUI UI RM 2                          14.978 METERS 20531     |
 KR1858|---------------------------------------------------------------------|
 KR1858
 KR1858                          SUPERSEDED SURVEY CONTROL
 KR1858
 KR1858  NAD 83(1992)-  39 59 48.90884(N)    119 27 54.44861(W) AD(       ) 3
 KR1858  NAD 83(1986)-  39 59 48.91179(N)    119 27 54.44153(W) AD(       ) 3
 KR1858  NGVD 29 (10/14/92) 1934.9    (m)         6348.     (f) VERT ANG       
 KR1858
 KR1858.Superseded values are not recommended for survey control.
 KR1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1858.See file dsdata.txt to determine how the superseded data were derived.
 KR1858
 KR1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE8955730326(NAD 83)
 KR1858_MARKER: DS = TRIANGULATION STATION DISK
 KR1858_SETTING: 66 = SET IN ROCK OUTCROP
 KR1858_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KR1858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1858+STABILITY: POSITION/ELEVATION WELL
 KR1858
 KR1858  HISTORY     - Date     Condition        Report By
 KR1858  HISTORY     - 1956     MONUMENTED       USGS
 KR1858  HISTORY     - 1963     GOOD             USGS
 KR1858
 KR1858                          STATION DESCRIPTION
 KR1858
 KR1858'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KR1858'LOCATED ABOUT 12 MI N. AND 5 MI W. OF NIXON.  ON BARE TOP
 KR1858'OVERLOOKING EAST SHORE OF PYRAMID LAKE, ON HIGHEST TOP IN
 KR1858'IMMEDIATE AREA.
 KR1858'
 KR1858'TO REACH FROM NIXON TRADING POST 16 MI N. OF WADSWORTH ON STATE
 KR1858'HWY. 34, DRIVE 8.6 MI N. ALONG STATE HWY. 34.  TURN LEFT (W.) ON
 KR1858'DIRT RD. 1.7 MI.  KEEP TO RIGHT AT Y AND CONTINUE 8.2 MI ALONG
 KR1858'EAST SHORE OF PYRAMID LAKE.  PASS THROUGH GATE 0.4 MI.  LEAVE RD.
 KR1858'GOING NE. AND WORK WAY TO BASE OF HILL.  CLIMB HILL GOING UP LONG
 KR1858'RIDGE TO S.  CIRCLE AROUND TO N. TO HIGHEST POINT AND STATION.
 KR1858'ABOUT A 2-HOUR PACK.
 KR1858'
 KR1858'STATION MARK--STANDARD TABLET STAMPED---CUI UI 1956---, CEMENTED IN
 KR1858'DRILL HOLE IN ROCK OUTCROP.
 KR1858'
 KR1858'RM 1--COPPER NAIL AND WASHER CEMENTED IN ROCK.
 KR1858'
 KR1858'RM 2--COPPER NAIL AND WASHER CEMENTED IN HOLE IN ROCK.
 KR1858
 KR1858                          STATION RECOVERY (1963)
 KR1858
 KR1858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KR1858'RECOVERED AS DESCRIBED BY USGS IN 1956.  ALL MARKS IN GOOD
 KR1858'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0865 ***********************************************************************
 HQ0865  DESIGNATION -  CUPRITE 2
 HQ0865  PID         -  HQ0865
 HQ0865  STATE/COUNTY-  NV/ESMERALDA
 HQ0865  USGS QUAD   -  RALSTON (1988)
 HQ0865
 HQ0865                         *CURRENT SURVEY CONTROL
 HQ0865  ___________________________________________________________________
 HQ0865* NAD 83(1994)-  37 36 14.21082(N)    117 12 47.11388(W)     ADJUSTED  
 HQ0865* NAVD 88     -      1628.     (meters)    5341.     (feet)  SCALED    
 HQ0865  ___________________________________________________________________
 HQ0865  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 HQ0865  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 HQ0865
 HQ0865  HORZ ORDER  -  THIRD
 HQ0865
 HQ0865.The horizontal coordinates were established by classical geodetic methods
 HQ0865.and adjusted by the National Geodetic Survey in June 1998..
 HQ0865.No horizontal observational check was made to the station.
 HQ0865
 HQ0865.The orthometric height was scaled from a topographic map.
 HQ0865
 HQ0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0865
 HQ0865.The geoid height was determined by GEOID03.
 HQ0865
 HQ0865;                    North         East     Units Scale Factor Converg.
 HQ0865;SPC NV W     - 4,317,531.953   920,987.337   MT  1.00008025   +0 50 10.4
 HQ0865;SPC NV W     -14,165,102.75  3,021,605.95   sFT  1.00008025   +0 50 10.4
 HQ0865;UTM  11      - 4,161,894.990   481,191.337   MT  0.99960436   -0 07 48.1
 HQ0865
 HQ0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0865!SPC NV W     -   0.99974864  x   1.00008025  =   0.99982887
 HQ0865!UTM  11      -   0.99974864  x   0.99960436  =   0.99935310
 HQ0865
 HQ0865|---------------------------------------------------------------------|
 HQ0865| PID    Reference Object                     Distance      Geod. Az  |
 HQ0865|                                                           dddmmss.s |
 HQ0865| DA8973 CUPRITE 2 RM 4                        9.670 METERS 01212     |
 HQ0865| DA8972 CUPRITE 2 RM 3                        7.885 METERS 12438     |
 HQ0865| DA8970 CUPRITE RM 1                                       19302     |
 HQ0865| HQ0864 CUPRITE UNDERGROUND                  20.478 METERS 20745     |
 HQ0865| DA8969 CUPRITE AZ MK                                      3453310.9 |
 HQ0865|---------------------------------------------------------------------|
 HQ0865
 HQ0865                          SUPERSEDED SURVEY CONTROL
 HQ0865
 HQ0865  NAD 83(1992)-  37 36 14.20903(N)    117 12 47.12066(W) AD(       ) 3
 HQ0865  NAD 83(1986)-  37 36 14.21030(N)    117 12 47.12268(W) AD(       ) 3
 HQ0865  NAD 27      -  37 36 14.43587(N)    117 12 43.85236(W) AD(       ) 3
 HQ0865
 HQ0865.Superseded values are not recommended for survey control.
 HQ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0865.See file dsdata.txt to determine how the superseded data were derived.
 HQ0865
 HQ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB8119161895(NAD 83)
 HQ0865
 HQ0865  HISTORY     - Date     Condition        Report By
 HQ0865  HISTORY     - 1969     MONUMENTED       CGS
 HQ0865  HISTORY     - 1970     GOOD             NGS
 HQ0865
 HQ0865                          STATION DESCRIPTION
 HQ0865
 HQ0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HQ0865'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION, BECAUSE
 HQ0865'THE PREVIOUS DESCRIPTION IS NOT AVAILABLE A NEW AND COMPLETE
 HQ0865'DESCRIPTION FOLLOWS.
 HQ0865'
 HQ0865'THE STATION IS LOCATED ON TOP OF A LOW HILL BETWEEN THE OLD AND THE
 HQ0865'NEW ROAD CUTS FOR U.S. HIGHWAY 95.
 HQ0865'
 HQ0865'TO REACH THE STATION FROM THE COURTHOUSE IN GOLDFIELD, GO SOUTH
 HQ0865'ALONG U.S. HIGHWAY 95 FOR 6.65 MILES TO THE TOP OF A LOW HILL AND
 HQ0865'THE AZIMUTH MARK, CONTINUE SOUTH FOR 1.2 MILES TO THE TOP OF A HILL
 HQ0865'AND THE STATION.
 HQ0865'
 HQ0865'THE STATION MARK IS A STANDARD DISK STAMPED, CUPRITE 2 1969.  IT IS
 HQ0865'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT FLUSH WITH THE
 HQ0865'GROUND.  IT IS 51 FEET WEST OF THE WEST CUT OF THE OLD HIGHWAY, 43
 HQ0865'FEET EAST OF THE EAST CUT FOR THE NEW HIGHWAY, 51-1/2 FEET NORTH
 HQ0865'OF A LONE JOSHUA TREE AND 4 FEET NORTH OF A STEEL POST.
 HQ0865'
 HQ0865'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, CUPRITE NO 1 1950.  IT
 HQ0865'IS SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT WHICH PROJECTS
 HQ0865'3 INCHES.  IT IS 24 FEET WEST OF THE JOSHUA TREE, 15 FEET EAST OF
 HQ0865'THE NEW HIGHWAY CUT AND 9 FEET NORTH OF THE WITNESS POST.
 HQ0865'
 HQ0865'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, CUPRITE 2 NO 3 1969.
 HQ0865'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT FLUSH WITH THE
 HQ0865'GROUND.  IT IS 35 FEET WEST OF THE OLD HIGHWAY CUT, 33 FEET
 HQ0865'NORTHEAST OF THE JOSHUA TREE AND 4 FEET NORTH OF A STEEL POST.
 HQ0865'
 HQ0865'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, CUPRITE 2 NO 4 1969.
 HQ0865'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT FLUSH WITH
 HQ0865'THE GROUND.  IT IS 54 FEET EAST OF THE NEW ROAD CUT, 35 FEET
 HQ0865'WEST OF THE OLD ROAD CUT AND 4 FEET SOUTH OF A STEEL POST.
 HQ0865'
 HQ0865'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, CUPRITE 1950.  IT IS
 HQ0865'SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK, 28 FEET EAST OF THE
 HQ0865'CENTER LINE OF THE HIGHWAY, 8 FEET NORTHWEST OF A WITNESS POST AND
 HQ0865'ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
 HQ0865'
 HQ0865'CUPRITE 1950 IS A 10 PENNY NAIL PROJECTING 1/2 INCH FROM A
 HQ0865'6-INCH MASS OF CONCRETE.  IT IS 42 FEET WEST OF THE LONE JOSHUA
 HQ0865'TREE, 21-1/2 FEET WEST OF A WITNESS POST AND 4 FEET WEST OF THE TOP
 HQ0865'OF THE EAST BANK OF THE NEW ROAD CUT.  IT IS 10 INCHES BELOW
 HQ0865'THE SURFACE OF THE SLOPING CUT BANK.
 HQ0865'
 HQ0865'IT APPEARS AT THIS TIME THAT THE SUB-SURFACE MARK IS SAFE FROM
 HQ0865'CONSTRUCTION AND CAN BE OCCUPIED IN THE FUTURE.
 HQ0865'
 HQ0865'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 HQ0865'SOUTH OF GOLDFIELD.
 HQ0865'
 HQ0865'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0864 ***********************************************************************
 HQ0864  DESIGNATION -  CUPRITE UNDERGROUND
 HQ0864  PID         -  HQ0864
 HQ0864  STATE/COUNTY-  NV/ESMERALDA
 HQ0864  USGS QUAD   -  RALSTON (1988)
 HQ0864
 HQ0864                         *CURRENT SURVEY CONTROL
 HQ0864  ___________________________________________________________________
 HQ0864* NAD 83(1994)-  37 36 13.62295(N)    117 12 47.50251(W)     ADJUSTED  
 HQ0864* NAVD 88     -      1627.8    (meters)    5341.     (feet)  VERTCON   
 HQ0864  ___________________________________________________________________
 HQ0864  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 HQ0864  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 HQ0864
 HQ0864  HORZ ORDER  -  SECOND
 HQ0864
 HQ0864.The horizontal coordinates were established by classical geodetic methods
 HQ0864.and adjusted by the National Geodetic Survey in June 1998..
 HQ0864
 HQ0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0864
 HQ0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0864
 HQ0864.The geoid height was determined by GEOID03.
 HQ0864
 HQ0864;                    North         East     Units Scale Factor Converg.
 HQ0864;SPC NV W     - 4,317,513.690   920,978.070   MT  1.00008022   +0 50 10.2
 HQ0864;SPC NV W     -14,165,042.83  3,021,575.55   sFT  1.00008022   +0 50 10.2
 HQ0864;SPC NV C     - 6,316,771.382   451,744.580   MT  0.99992867   -0 20 00.6
 HQ0864;SPC NV C     -20,724,274.11  1,482,098.68   sFT  0.99992867   -0 20 00.6
 HQ0864;UTM  11      - 4,161,876.895   481,181.767   MT  0.99960436   -0 07 48.3
 HQ0864
 HQ0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0864!SPC NV W     -   0.99974869  x   1.00008022  =   0.99982889
 HQ0864!SPC NV C     -   0.99974869  x   0.99992867  =   0.99967737
 HQ0864!UTM  11      -   0.99974869  x   0.99960436  =   0.99935315
 HQ0864
 HQ0864|---------------------------------------------------------------------|
 HQ0864| PID    Reference Object                     Distance      Geod. Az  |
 HQ0864|                                                           dddmmss.s |
 HQ0864| DA8973 CUPRITE 2 RM 4                                     02247     |
 HQ0864| HQ0865 CUPRITE 2                            20.478 METERS 02745     |
 HQ0864| DA8972 CUPRITE 2 RM 3                                     04932     |
 HQ0864| DA8970 CUPRITE RM 1                          6.086 METERS 07143     |
 HQ0864| DA8971 CUPRITE RM 2                          8.510 METERS 19257     |
 HQ0864| DA8969 CUPRITE AZ MK                                      3455726.2 |
 HQ0864|---------------------------------------------------------------------|
 HQ0864
 HQ0864                          SUPERSEDED SURVEY CONTROL
 HQ0864
 HQ0864  NAD 83(1992)-  37 36 13.62117(N)    117 12 47.50928(W) AD(       ) 2
 HQ0864  NAD 83(1986)-  37 36 13.62244(N)    117 12 47.51130(W) AD(       ) 2
 HQ0864  NAD 27      -  37 36 13.84800(N)    117 12 44.24100(W) AD(       ) 2
 HQ0864  NGVD 29 (07/19/86) 1626.7    (m)         5337.     (f) VERT ANG       
 HQ0864
 HQ0864.Superseded values are not recommended for survey control.
 HQ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0864.See file dsdata.txt to determine how the superseded data were derived.
 HQ0864
 HQ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB8118261877(NAD 83)
 HQ0864_MARKER: N = NAIL
 HQ0864_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HQ0864_SP_SET: OBJECT IMBEDDED IN GROUND
 HQ0864
 HQ0864  HISTORY     - Date     Condition        Report By
 HQ0864  HISTORY     - 1970     MONUMENTED       NGS
 HQ0864
 HQ0864                          STATION DESCRIPTION
 HQ0864
 HQ0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HQ0864'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 HQ0864'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION
 HQ0864'MARK AND REFERENCE MARK 2 WERE DESTROYED IN HIGHWAY CONSTRUCTION.
 HQ0864'CUPRITE 2 AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED BY THE NEVADA
 HQ0864'HIGHWAY DEPT.  A NEW SURVEY OF THE STATIONS WAS MADE AT THIS TIME.
 HQ0864'
 HQ0864'THE STATION IS LOCATED ON TOP OF A LOW HILL ON THE NARROW STRIP WHICH
 HQ0864'IS BETWEEN THE 2 CUTS OF THE OLD AND THE NEW ROAD BEDS OF U.S.
 HQ0864'HIGHWAY 95.
 HQ0864'
 HQ0864'TO REACH THE STATION FROM THE COURTHOUSE IN GOLDFIELD GO SOUTH ALONG
 HQ0864'U.S. HIGHWAY 95 FOR 6.65 MILES TO THE TOP OF A LOW HILL AND THE
 HQ0864'AZIMUTH MARK, CONTINUE SOUTH FOR 1.2 MILES TO THE TOP OF A HILL AND
 HQ0864'THE STATION.
 HQ0864'
 HQ0864'THE STATION MARK IS THE HEAD OF A 10 PENNY NAIL WHICH PROJECTS 1/2
 HQ0864'INCH FROM A 6 INCH MASS OF CONCRETE, 42 FEET WEST OF A LONE JOSHUA
 HQ0864'TREE, 21-1/2 FEET WEST OF A WITNESS POST AND 4 FEET WEST OF THE TOP
 HQ0864'OF THE EAST BANK OF THE HIGHWAY CUT FOR THE NEW ROAD.  IT IS 10
 HQ0864'INCHES BELOW THE SURFACE OF THE SLOPING CUT BANK.
 HQ0864'
 HQ0864'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, CUPRITE NO 1 1950.  IT
 HQ0864'IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 3
 HQ0864'INCHES.  IT IS 24 FEET WEST OF THE JOSHUA TREE, 15 FEET EAST OF
 HQ0864'THE NEW HIGHWAY CUT AND 9 FEET NORTH OF THE WITNESS POST.
 HQ0864'
 HQ0864'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, CUPRITE 2 NO 3 1969.  IT
 HQ0864'IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT FLUSH WITH THE
 HQ0864'GROUND.  IT IS 35 FEET WEST OF THE OLD HIGHWAY CUT, 33 FEET
 HQ0864'NORTHEAST OF THE JOSHUA TREE AND 4 FEET NORTH OF A STEEL POST.
 HQ0864'
 HQ0864'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, CUPRITE 2 NO 4 1969.  IT
 HQ0864'IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT FLUSH WITH THE
 HQ0864'GROUND.  IT 54 FEET EAST OF NEW ROAD CUT, 35 FEET WEST OF THE OLD
 HQ0864'ROAD CUT AND 4 FEET SOUTH OF A STEEL POST.
 HQ0864'
 HQ0864'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, CUPRITE 1950.  IT IS SET
 HQ0864'IN A DRILL IN AN OUTCROP OF BEDROCK, 28 FEET EAST OF CENTER LINE OF
 HQ0864'HIGHWAY 8 FEET NORTHWEST OF A WITNESS POST AND ABOUT 4 FEET ABOVE
 HQ0864'THE HIGHWAY.
 HQ0864'
 HQ0864'CUPRITE 2 IS A STANDARD DISK STAMPED, CUPRITE 2 1969.  IT IS SET IN
 HQ0864'THE TOP OF A 12 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 HQ0864'51 FEET WEST OF THE OLD HIGHWAY CUT, 43 FEET EAST OF THE NEW
 HQ0864'HIGHWAY CUT AND 4 FEET NORTH OF A STEEL POST.
 HQ0864'
 HQ0864'NOTE--A DIFFERENCE IN DIRECTION TO RM 1 WAS CONFIRMED.
 HQ0864'
 HQ0864'UNABLE TO MEASURE TO REFERENCE MARKS 3 AND 4.
 HQ0864'
 HQ0864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES SOUTH
 HQ0864'OF GOLDFIELD.
 HQ0864'
 HQ0864'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0401 ***********************************************************************
 JP0401  DESIGNATION -  CURRANT
 JP0401  PID         -  JP0401
 JP0401  STATE/COUNTY-  NV/NYE
 JP0401  USGS QUAD   -  BLUE EAGLE SPRINGS N (1990)
 JP0401
 JP0401                         *CURRENT SURVEY CONTROL
 JP0401  ___________________________________________________________________
 JP0401* NAD 83(1994)-  38 43 26.43893(N)    115 32 09.48381(W)     ADJUSTED  
 JP0401* NAVD 88     -      1509.1    (meters)    4951.     (feet)  VERTCON   
 JP0401  ___________________________________________________________________
 JP0401  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 JP0401  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 JP0401
 JP0401  HORZ ORDER  -  FIRST
 JP0401
 JP0401.The horizontal coordinates were established by classical geodetic methods
 JP0401.and adjusted by the National Geodetic Survey in June 1998..
 JP0401
 JP0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0401
 JP0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0401
 JP0401.The geoid height was determined by GEOID03.
 JP0401
 JP0401;                    North         East     Units Scale Factor Converg.
 JP0401;SPC NV C     - 6,441,570.141   598,319.326   MT  1.00001900   +0 42 26.6
 JP0401;SPC NV C     -21,133,718.04  1,962,985.99   sFT  1.00001900   +0 42 26.6
 JP0401;UTM  11      - 4,287,167.778   627,267.181   MT  0.99979945   +0 54 57.5
 JP0401
 JP0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0401!SPC NV C     -   0.99976684  x   1.00001900  =   0.99978584
 JP0401!UTM  11      -   0.99976684  x   0.99979945  =   0.99956634
 JP0401
 JP0401:                Primary Azimuth Mark                     Grid Az
 JP0401:SPC NV C     -  J 33 RESET                               130 50 02.9
 JP0401:UTM  11      -  J 33 RESET                               130 37 32.0
 JP0401
 JP0401|---------------------------------------------------------------------|
 JP0401| PID    Reference Object                     Distance      Geod. Az  |
 JP0401|                                                           dddmmss.s |
 JP0401| JP0297 J 33 RESET                          APPROX. 2.7 KM 1313229.5 |
 JP0401| DD4811 CURRANT RM 1                         12.556 METERS 23903     |
 JP0401| DD4812 CURRANT RM 2                         13.743 METERS 33711     |
 JP0401|---------------------------------------------------------------------|
 JP0401
 JP0401                          SUPERSEDED SURVEY CONTROL
 JP0401
 JP0401  NAD 83(1986)-  38 43 26.43355(N)    115 32 09.48321(W) AD(       ) 1
 JP0401  NAD 27      -  38 43 26.67200(N)    115 32 06.37600(W) AD(       ) 1
 JP0401  NGVD 29 (07/19/86) 1508.0    (m)         4947.     (f) VERT ANG       
 JP0401
 JP0401.Superseded values are not recommended for survey control.
 JP0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0401.See file dsdata.txt to determine how the superseded data were derived.
 JP0401
 JP0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC2726787168(NAD 83)
 JP0401_MARKER: DS = TRIANGULATION STATION DISK
 JP0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0401
 JP0401  HISTORY     - Date     Condition        Report By
 JP0401  HISTORY     - 1939     MONUMENTED       CGS
 JP0401  HISTORY     - 1963     GOOD             USGS
 JP0401
 JP0401                          STATION DESCRIPTION
 JP0401
 JP0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0401'STATION IS LOCATED ABOUT 4 MILES W FROM CURRANT POST OFFICE
 JP0401'AND ABOUT 2 MILES NW OF U.S. HIGHWAY 6.  IT LIES TO THE E OF
 JP0401'THE APPROXIMATE CENTER OF RAILROAD VALLEY ON A SAGE COVERED
 JP0401'FLAT WHICH SLOPES VERY GENTLY TO THE W.
 JP0401'
 JP0401'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JP0401'DISKS SET IN CONCRETE.
 JP0401'
 JP0401'STATION MARK IS SET ON THE FLAT AND PROJECTS ABOUT 12 INCHES
 JP0401'ABOVE THE GROUND.  MARK STAMPED, CURRANT 1939.
 JP0401'
 JP0401'REFERENCE MARK NO. 1 IS SET ON THE FLAT LEVEL WITH THE STATION
 JP0401'AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  MARK STAMPED,
 JP0401'CURRANT NO. 1 1939.  REFERENCE MARK NO. 2 IS SET ON THE FLAT
 JP0401'LEVEL WITH THE STATION AND PROJECTS ABOUT 12 INCHES ABOVE THE
 JP0401'GROUND.  MARK STAMPED, CURRANT NO. 2 1939.
 JP0401'
 JP0401'THERE IS A WHITE STAKE 4 INCHES SQUARE SET 1.342 METERS (4.41
 JP0401'FEET) SW FROM THE STATION THE STAKE PROJECTS 2.1 FEET ABOVE
 JP0401'THE GROUND.
 JP0401'
 JP0401'ELEVATION OF STATION IS 4,800 FEET.
 JP0401'
 JP0401'NOTE--STATION BM J-33 TO BE USED AS THE AZIMUTH MARK.  IT
 JP0401'LIES ABOUT 2 MILES SE ALONG THE NW SIDE OF U.S. HIGHWAY 6.
 JP0401'
 JP0401'REACHED AS FOLLOWS FROM CURRANT--GO N 0.1 MILE ON THE ROAD TO
 JP0401'DUCKWATER, TURN W ONTO A TRACK ROAD ALONG THE N SIDE OF A WIRE
 JP0401'FENCE LINE, AND GO 0.8 MILE TO THE END OF THE FENCE.  THENCE
 JP0401'CONTINUE STRAIGHT AHEAD, W, FOR 2.2 MILES, THEN TURN S ACROSS
 JP0401'COUNTRY 1.0 MILE TO THE STATION.  FROM THE STATION CURRANT
 JP0401'LIES S 28 DEG W, AND IRWINS RANCH LIES N 57 DEG W.
 JP0401
 JP0401                          STATION RECOVERY (1963)
 JP0401
 JP0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JP0401'RECOVERED AS DESCRIBED BY NGS IN 1939 IN DESCRIPTION LIST 38 115
 JP0401'4, STATION 1005.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0700 ***********************************************************************
 JP0700  DESIGNATION -  CURRANT MT
 JP0700  PID         -  JP0700
 JP0700  STATE/COUNTY-  NV/NYE
 JP0700  USGS QUAD   -  CURRANT MOUNTAIN (1990)
 JP0700
 JP0700                         *CURRENT SURVEY CONTROL
 JP0700  ___________________________________________________________________
 JP0700* NAD 83(1994)-  38 54 35.08326(N)    115 25 28.57931(W)     ADJUSTED  
 JP0700* NAVD 88     -      3510.7    (meters)   11518.     (feet)  VERTCON   
 JP0700  ___________________________________________________________________
 JP0700  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 JP0700  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 JP0700
 JP0700  HORZ ORDER  -  THIRD
 JP0700
 JP0700.The horizontal coordinates were established by classical geodetic methods
 JP0700.and adjusted by the National Geodetic Survey in June 1998..
 JP0700
 JP0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0700
 JP0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0700
 JP0700.The geoid height was determined by GEOID03.
 JP0700
 JP0700;                    North         East     Units Scale Factor Converg.
 JP0700;SPC NV C     - 6,462,313.342   607,722.890   MT  1.00004285   +0 46 48.7
 JP0700;SPC NV C     -21,201,773.02  1,993,837.51   sFT  1.00004285   +0 46 48.7
 JP0700;SPC NV E     - 8,461,591.884   213,766.112   MT  0.99990233   +0 05 58.9
 JP0700;SPC NV E     -27,761,072.71    701,330.99   sFT  0.99990233   +0 05 58.9
 JP0700;UTM  11      - 4,307,940.651   636,592.994   MT  0.99982975   +0 59 22.7
 JP0700
 JP0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0700!SPC NV C     -   0.99945287  x   1.00004285  =   0.99949569
 JP0700!SPC NV E     -   0.99945287  x   0.99990233  =   0.99935525
 JP0700!UTM  11      -   0.99945287  x   0.99982975  =   0.99928271
 JP0700
 JP0700|---------------------------------------------------------------------|
 JP0700| PID    Reference Object                     Distance      Geod. Az  |
 JP0700|                                                           dddmmss.s |
 JP0700| CS8718 CURRANT MT RM 1                       2.134 METERS 07309     |
 JP0700| CS8719 CURRANT MT RM 2                       4.849 METERS 17034     |
 JP0700|---------------------------------------------------------------------|
 JP0700
 JP0700                          SUPERSEDED SURVEY CONTROL
 JP0700
 JP0700  NAD 83(1986)-  38 54 35.08083(N)    115 25 28.57927(W) AD(       ) 3
 JP0700  NGVD 29 (01/04/94) 3509.2    (m)        11513.     (f) VERT ANG       
 JP0700
 JP0700.Superseded values are not recommended for survey control.
 JP0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0700.See file dsdata.txt to determine how the superseded data were derived.
 JP0700
 JP0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD3659307941(NAD 83)
 JP0700_MARKER: DS = TRIANGULATION STATION DISK
 JP0700_SETTING: 66 = SET IN ROCK OUTCROP
 JP0700_SP_SET: SET IN ROCK OUTCROP
 JP0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0700+STABILITY: POSITION/ELEVATION WELL
 JP0700
 JP0700  HISTORY     - Date     Condition        Report By
 JP0700  HISTORY     - 1947     MONUMENTED       USGS
 JP0700  HISTORY     - 1956     GOOD             USGS
 JP0700
 JP0700                          STATION DESCRIPTION
 JP0700
 JP0700'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JP0700'LOCATED ABOUT 12.0 MI NNE. OF CURRANT, ABOUT 7.7 MI NNW. OF U.S.
 JP0700'HWY. 6.  ON HIGHEST POINT OF CURRANT MOUNTAIN.
 JP0700'
 JP0700'TO REACH FROM CURRANT TAVERN AND GAS STATION, DRIVE 22.0 MI E. ON
 JP0700'U.S. HWY. 6 TO DIRT SIDE RD. AND SIGN
 JP0700'WHITE RIVER CAMP GROUND 8 MILES.  TURN LEFT 0.8 MI TO SIGN
 JP0700'WHITE RIVER WARM SPRINGS AT Y-JCT.  TAKE RIGHT FORK 2.3 MI TO
 JP0700'X-RDS. AND SIGN ELLISON CREEK, CONTINUE STRAIGHT AHEAD 7.7 MI
 JP0700'TO SIDE RD.  TURN LEFT ACROSS DITCH AND CONTINUE 3.2 MI TO END OF
 JP0700'TRUCK TRAVEL.  PACK ABOUT 5 HOURS WESTERLY TO HIGHEST POINT OF
 JP0700'MOUNTAIN AND STATION.
 JP0700'
 JP0700'STATION MARK--STANDARD TABLET STAMPED---CURRANT MT 1947---,
 JP0700'CEMENTED IN ROCK OUTCROP.
 JP0700'
 JP0700'RM 1--STANDARD RM TABLET STAMPED---CURRANT MT NO 1---, CEMENTED IN
 JP0700'ROCK OUTCROP.
 JP0700'
 JP0700'RM 2--DRILL HOLE IN ROCK OUTCROP.
 JP0700
 JP0700                          STATION RECOVERY (1956)
 JP0700
 JP0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 JP0700'RECOVERED AS DESCRIBED BY USGS IN 1947.  ALL MARKS IN GOOD
 JP0700'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0949 ***********************************************************************
 GS0949  DESIGNATION -  CURRIE
 GS0949  PID         -  GS0949
 GS0949  STATE/COUNTY-  NV/NYE
 GS0949  USGS QUAD   -  BULLFROG MTN (1986)
 GS0949
 GS0949                         *CURRENT SURVEY CONTROL
 GS0949  ___________________________________________________________________
 GS0949* NAD 83(1994)-  36 59 49.60743(N)    116 56 51.64145(W)     ADJUSTED  
 GS0949* NAVD 88     -      1339.23   (+/-2cm)    4393.8    (feet)  VERTCON   
 GS0949  ___________________________________________________________________
 GS0949  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 GS0949  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 GS0949
 GS0949  HORZ ORDER  -  SECOND
 GS0949  VERT ORDER  -  THIRD ? (See Below)
 GS0949
 GS0949.The horizontal coordinates were established by classical geodetic methods
 GS0949.and adjusted by the National Geodetic Survey in June 1998..
 GS0949
 GS0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0949.The vertical order pertains to the NGVD 29 superseded value.
 GS0949
 GS0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0949
 GS0949.The geoid height was determined by GEOID03.
 GS0949
 GS0949;                    North         East     Units Scale Factor Converg.
 GS0949;SPC NV C     - 6,249,344.250   474,988.223   MT  0.99990770   -0 10 08.8
 GS0949;SPC NV C     -20,503,056.93  1,558,357.19   sFT  0.99990770   -0 10 08.8
 GS0949;SPC CA 4     -   686,569.733 2,182,666.601   MT  0.99996170   +1 13 27.8
 GS0949;SPC CA 4     - 2,252,520.87  7,160,965.34   sFT  0.99996170   +1 13 27.8
 GS0949;UTM  11      - 4,094,553.405   504,655.566   MT  0.99960027   +0 01 53.3
 GS0949
 GS0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0949!SPC NV C     -   0.99979415  x   0.99990770  =   0.99970187
 GS0949!SPC CA 4     -   0.99979415  x   0.99996170  =   0.99975586
 GS0949!UTM  11      -   0.99979415  x   0.99960027  =   0.99939450
 GS0949
 GS0949|---------------------------------------------------------------------|
 GS0949| PID    Reference Object                     Distance      Geod. Az  |
 GS0949|                                                           dddmmss.s |
 GS0949| CC4600 CURRIE RM 1                           8.737 METERS 05046     |
 GS0949| CC4599 CURRIE AZ MK                                       0774423.3 |
 GS0949| GS0948 83                                    5.689 METERS 31117     |
 GS0949|---------------------------------------------------------------------|
 GS0949
 GS0949                          SUPERSEDED SURVEY CONTROL
 GS0949
 GS0949  NAD 83(1992)-  36 59 49.59209(N)    116 56 51.64516(W) AD(       ) 2
 GS0949  NAD 83(1986)-  36 59 49.58705(N)    116 56 51.64626(W) AD(       ) 2
 GS0949  NAD 27      -  36 59 49.79900(N)    116 56 48.41900(W) AD(       ) 2
 GS0949  NGVD 29 (07/19/86) 1338.21   (m)         4390.4    (f) LEVELING    3  
 GS0949
 GS0949.Superseded values are not recommended for survey control.
 GS0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0949.See file dsdata.txt to determine how the superseded data were derived.
 GS0949
 GS0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA0465694553(NAD 83)
 GS0949_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GS0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0949
 GS0949  HISTORY     - Date     Condition        Report By
 GS0949  HISTORY     - 1949     MONUMENTED       CGS
 GS0949  HISTORY     - 1950     SEE DESCRIPTION  CGS
 GS0949  HISTORY     - 1969     SEE DESCRIPTION  CGS
 GS0949
 GS0949                          STATION DESCRIPTION
 GS0949
 GS0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0949'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF BEATTY,
 GS0949'6 MILES WEST OF SPRINGDALE, 2 MILES NORTH NORTHWEST OF CURRIE
 GS0949'WELLS, A CATTLE CAMP AND SALT LICK, AND NEAR THE NORTH END
 GS0949'OF THE SARCOBATUS FLAT.  THE STATION MARK IS 24 FEET NORTHEAST
 GS0949'OF THE CENTERLINE OF DESERT ROAD, 2.9 METERS NORTHWEST OF A
 GS0949'WITNESS POST AND IS STAMPED CURRIE 1949.
 GS0949'
 GS0949'REFERENCE MARK NO. 1 IS 30 FEET NORTHEAST OF THE WITNESS
 GS0949'POST AND IS STAMPED CURRIE NO 1 1949.
 GS0949'
 GS0949'USGS BENCH MARK 83 IS A BRASS CAP RIVETED TO A 3 INCH IRON
 GS0949'PIPE PROJECTING 8 INCHES ABOVE THE SURFACE OF THE DESERT.
 GS0949'IT IS 27 FEET NORTHEAST OF THE DESERT ROAD AND IS STAMPED 83.
 GS0949'
 GS0949'THE AZIMUTH MARK IS 24 FEET SOUTHWEST OF THE CENTERLINE
 GS0949'OF THE DESERT ROAD, 4 FEET NORTHWEST OF A WITNESS POST, AND
 GS0949'IS STAMPED CURRIE 1949.
 GS0949'
 GS0949'TO REACH THE STATION FROM THE MAIN INTERSECTION AT SPRINGDALE,
 GS0949'GO NORTH ON U.S. HIGHWAY NO. 95 FOR 1.5 MILES TO A BLADED
 GS0949'ROAD LEFT AT HIGHWAY POST NO. A 617 PLUS 32.  TURN LEFT AND
 GS0949'FOLLOW THE MAIN TRAVELED ROAD LEADING OFF ACROSS THE DESERT
 GS0949'FOR 2.8 MILES TO A Y INTERSECTION.  KEEP LEFT FORK FOR 1
 GS0949'MILE TO A T INTERSECTION, CONTINUE AHEAD FOR 1 MILE TO A
 GS0949'Y INTERSECTION.  TAKE RIGHT FORK, GOING 4.8 MILES TO A CROSS
 GS0949'ROAD.  KEEP STRAIGHT AHEAD FOR 0.75 MILE TO THE AZIMUTH
 GS0949'MARK SITE.  CONTINUE AHEAD FOR 0.45 MILE TO A DIM CROSS
 GS0949'ROAD.  TURN RIGHT AND GO .05 MILE TO THE STATION ON THE
 GS0949'RIGHT.
 GS0949
 GS0949                          STATION RECOVERY (1950)
 GS0949
 GS0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RJS)
 GS0949'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 GS0949'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.  THE STATION
 GS0949'WAS NOT OCCUPIED BY AN OBSERVING PARTY.
 GS0949
 GS0949                          STATION RECOVERY (1969)
 GS0949
 GS0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WFF)
 GS0949'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GS0949'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE
 GS0949'STATION FOLLOWS.
 GS0949'
 GS0949'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95
 GS0949'AND STATE HIGHWAY 58 IN BEATTY, GO NORTHERLY ON U.S. HIGHWAY
 GS0949'95 FOR 10.1 MILES TO A RANCH HOUSE ON THE RIGHT AND A SIGN,
 GS0949'SPRINGDALE, CONTINUE NORTHERLY ON THE HIGHWAY FOR 1.6 MILES
 GS0949'TO A SIDE ROAD, LEFT, ABOUT 100 FEET BEFORE REACHING A SMALL
 GS0949'CONCRETE CULVERT.  TURN LEFT OFF THE HIGHWAY AND GO WESTERLY
 GS0949'ON A BLADED ROAD FOR 3.7 MILES TO A USGS BM STAMPED 11 RBR
 GS0949'1965 ON THE RIGHT, (NORTH) SIDE.  CONTINUE WESTERLY ON THE
 GS0949'MAIN TRAVELED ROAD FOR 5.0 MILES TO A LONE NORTH-SOUTH RIDGE
 GS0949'AND USGS BM STAMPED 16 RBR 1965, ON THE RIGHT, (NORTH) SIDE.
 GS0949'CONTINUE WESTERLY ON THE MAIN TRAVELED ROAD FOR 2.0 MILES
 GS0949'TO A CROSS-ROAD.  TURN LEFT ONTO THE CROSSROAD AND GO
 GS0949'SOUTH ON THE TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE
 GS0949'LEFT, (EAST) SIDE OF THE ROAD.
 GS0949'
 GS0949'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 GS0949'MILE WEST OF SPRINGDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0653 ***********************************************************************
 LQ0653  DESIGNATION -  CURRIE
 LQ0653  PID         -  LQ0653
 LQ0653  STATE/COUNTY-  NV/ELKO
 LQ0653  USGS QUAD   -  GOSHUTE LAKE NE (1982)
 LQ0653
 LQ0653                         *CURRENT SURVEY CONTROL
 LQ0653  ___________________________________________________________________
 LQ0653* NAD 83(1994)-  40 12 21.16888(N)    114 36 23.19023(W)     ADJUSTED  
 LQ0653* NAVD 88     -      2223.3    (meters)    7294.     (feet)  VERTCON   
 LQ0653  ___________________________________________________________________
 LQ0653  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 LQ0653  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 LQ0653
 LQ0653  HORZ ORDER  -  FIRST
 LQ0653
 LQ0653.The horizontal coordinates were established by classical geodetic methods
 LQ0653.and adjusted by the National Geodetic Survey in June 1998..
 LQ0653
 LQ0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0653
 LQ0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0653
 LQ0653.The geoid height was determined by GEOID03.
 LQ0653
 LQ0653;                    North         East     Units Scale Factor Converg.
 LQ0653;SPC NV E     - 8,605,928.072   283,161.832   MT  0.99998511   +0 37 50.4
 LQ0653;SPC NV E     -28,234,615.68    929,006.78   sFT  0.99998511   +0 37 50.4
 LQ0653;UTM  11      - 4,453,355.953   703,708.478   MT  1.00011086   +1 32 44.4
 LQ0653
 LQ0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0653!SPC NV E     -   0.99965429  x   0.99998511  =   0.99963940
 LQ0653!UTM  11      -   0.99965429  x   1.00011086  =   0.99976511
 LQ0653
 LQ0653|---------------------------------------------------------------------|
 LQ0653| PID    Reference Object                     Distance      Geod. Az  |
 LQ0653|                                                           dddmmss.s |
 LQ0653| DD4814 CURRIE RM 1                           6.969 METERS 08135     |
 LQ0653| DD4813 CURRIE AZ MK                                       0951838.3 |
 LQ0653| DD4815 CURRIE RM 2                          12.351 METERS 31502     |
 LQ0653|---------------------------------------------------------------------|
 LQ0653
 LQ0653                          SUPERSEDED SURVEY CONTROL
 LQ0653
 LQ0653  NAD 83(1994)-  40 12 21.16812(N)    114 36 23.18992(W) AD(       ) 1
 LQ0653  NAD 83(1986)-  40 12 21.16372(N)    114 36 23.18860(W) AD(       ) 1
 LQ0653  NAD 27      -  40 12 21.41244(N)    114 36 20.11299(W) AD(       ) 1
 LQ0653  NGVD 29 (07/19/86) 2222.1    (m)         7290.     (f) VERT ANG       
 LQ0653
 LQ0653.Superseded values are not recommended for survey control.
 LQ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0653.See file dsdata.txt to determine how the superseded data were derived.
 LQ0653
 LQ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE0370853356(NAD 83)
 LQ0653_MARKER: DS = TRIANGULATION STATION DISK
 LQ0653_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0653
 LQ0653  HISTORY     - Date     Condition        Report By
 LQ0653  HISTORY     - 1965     MONUMENTED       CGS
 LQ0653
 LQ0653                          STATION DESCRIPTION
 LQ0653
 LQ0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0653'THE STATION IS LOCATED ABOUT 8-1/2 MILES AIRLINE SOUTHEAST
 LQ0653'OF CURRIE, AND 4 MILES WEST OF U.S. HIGHWAY 93.  IT IS ON
 LQ0653'THE TOP OF A PROMINENT HILL WHICH HAS A LARGE CAIRN.
 LQ0653'
 LQ0653'TO REACH THE STATION FROM CURRIE GO SOUTH ALONG U.S. HIGHWAY
 LQ0653'93 FOR 5 MILES TO A DIRT SIDE ROAD LEFT.  TURN LEFT AND GO
 LQ0653'EAST FOR 0.2 MILE TO A FORK.  TURN RIGHT AND GO 3.2 MILES
 LQ0653'TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST FOR 1.0 MILE
 LQ0653'TO A FORK.  TURN RIGHT ALONG BLADED ROAD FOR 2.55 MILES
 LQ0653'TO A FORK, TAKE THE RIGHT FORK FOR 0.15 MILE TO A FORK.  TAKE
 LQ0653'THE RIGHT FORK AND FOLLOW THE MAIN ROAD AROUND THE SOUTHEAST
 LQ0653'END OF THE CURRIE HILLS FOR 2.9 MILES TO WHERE THE ROAD
 LQ0653'TURNS EAST AND A SIDE ROAD LEFT.  TURN LEFT ALONG THE TRACK
 LQ0653'SIDE ROAD FOR 0.15 MILES TO A DIM FORK.  TAKE THE RIGHT FORK
 LQ0653'AND GO WEST AND NORTH FOR 0.5 MILE.  TURN LEFT ACROSS
 LQ0653'COUNTRY FOR 0.1 MILE TO A LONE METAL POST WITH SIGN.
 LQ0653'CONTINUE WEST ALONG THE BOTTOM OF THE WASH FOR 0.65 MILE
 LQ0653'TO A FORK IN THE WASH, BEAR LEFT UP ROCKY SLOPE TO TOP
 LQ0653'OF RIDGE, THENCE WEST ALONG TOP OF RIDGE FOR ABOUT 0.1
 LQ0653'MILE TO THE AZIMUTH MARK 100 YARDS BEFORE REACHING A SADDLE.
 LQ0653'CONTINUE WEST ACROSS SADDLE AND END OF TRUCK TRAVEL.
 LQ0653'PACK WEST UP RIDGE TO STATION ABOUT 30 MINUTE PACK.
 LQ0653'
 LQ0653'THE STATION MARK IS A STANDARD DISK STAMPED CURRIE 1965.  IT
 LQ0653'IS SET IN A DRILL HOLE ON HIGHEST PART OF HILL.  IT IS 19.3
 LQ0653'FEET NORTH OF THE CAIRN.
 LQ0653'
 LQ0653'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CURRIE NO 1 1965.
 LQ0653'IT IS SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT
 LQ0653'5 FEET LOWER THAN THE STATION.
 LQ0653'
 LQ0653'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CURRIE NO 2 1965.
 LQ0653'IT IS SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT
 LQ0653'THE SAME ELEVATION AS THE STATION.
 LQ0653'
 LQ0653'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CURRIE 1965.
 LQ0653'IT IS SET IN AN OUTCROP OF BEDROCK ALONG THE SOUTH EDGE OF
 LQ0653'THE RIDGE ABOUT 100 YARDS EAST OF A SADDLE.
 LQ0653'
 LQ0653'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0217 ***********************************************************************
 LQ0217  DESIGNATION -  CURRIE MAGNETIC STATION
 LQ0217  PID         -  LQ0217
 LQ0217  STATE/COUNTY-  NV/ELKO
 LQ0217  USGS QUAD   -  CURRIE (1982)
 LQ0217
 LQ0217                         *CURRENT SURVEY CONTROL
 LQ0217  ___________________________________________________________________
 LQ0217* NAD 83(1986)-  40 16 08.     (N)    114 44 56.     (W)     SCALED    
 LQ0217* NAVD 88     -      1767.334  (meters)    5798.33   (feet)  ADJUSTED  
 LQ0217  ___________________________________________________________________
 LQ0217  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 LQ0217  DYNAMIC HT  -        1765.715 (meters)    5793.02  (feet)  COMP
 LQ0217  MODELED GRAV-     979,646.5   (mgal)                       NAVD 88
 LQ0217
 LQ0217  VERT ORDER  -  FIRST     CLASS II
 LQ0217
 LQ0217.The horizontal coordinates were scaled from a topographic map and have
 LQ0217.an estimated accuracy of +/- 6 seconds.
 LQ0217
 LQ0217.The orthometric height was determined by differential leveling
 LQ0217.and adjusted by the National Geodetic Survey in June 1991..
 LQ0217
 LQ0217.The geoid height was determined by GEOID03.
 LQ0217
 LQ0217.The dynamic height is computed by dividing the NAVD 88
 LQ0217.geopotential number by the normal gravity value computed on the
 LQ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0217.degrees latitude (g = 980.6199 gals.).
 LQ0217
 LQ0217.The modeled gravity was interpolated from observed gravity values.
 LQ0217
 LQ0217;                    North         East    Units  Estimated Accuracy
 LQ0217;SPC NV E     - 8,612,800.      270,970.      MT  (+/- 180 meters Scaled)
 LQ0217
 LQ0217                          SUPERSEDED SURVEY CONTROL
 LQ0217
 LQ0217  NGVD 29 (??/??/92) 1766.200  (m)         5794.61   (f) ADJ UNCH    1 2
 LQ0217
 LQ0217.Superseded values are not recommended for survey control.
 LQ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0217.See file dsdata.txt to determine how the superseded data were derived.
 LQ0217
 LQ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE914600(NAD 83)
 LQ0217_MARKER: DM = MAGNETIC STATION DISK
 LQ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0217_STAMPING: 5794.608 1926
 LQ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0217+STABILITY: SURFACE MOTION
 LQ0217
 LQ0217  HISTORY     - Date     Condition        Report By
 LQ0217  HISTORY     - 1926     MONUMENTED       CGS
 LQ0217  HISTORY     - 1963     GOOD             NGS
 LQ0217
 LQ0217                          STATION DESCRIPTION
 LQ0217
 LQ0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LQ0217'IN CURRIE.
 LQ0217'AT CURRIE, ABOUT 500 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 93,
 LQ0217'555 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE NEVADA NORTHERN
 LQ0217'RAILWAY STATION, 594 FEET WEST OF THE WEST RAIL OF MAIN TRACK, 27 1/2
 LQ0217'FEET NORTH OF THE CENTER LINE OF AN OLD ROAD, 38 1/2 FEET NORTHEAST OF
 LQ0217'THE NORTHEAST CORNER OF A WOODEN BRIDGE OVER A CREEK, 17 FEET SOUTH OF
 LQ0217'THE SOUTH END OF A STEEL GATE, 30 FEET EAST OF THE CENTER OF THE
 LQ0217'CREEK, 2.1 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 LQ0217'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE
 LQ0217'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0683 ***********************************************************************
 LQ0683  DESIGNATION -  CURTIS
 LQ0683  PID         -  LQ0683
 LQ0683  STATE/COUNTY-  NV/ELKO
 LQ0683  USGS QUAD   -  ARIZONA SPRING (1984)
 LQ0683
 LQ0683                         *CURRENT SURVEY CONTROL
 LQ0683  ___________________________________________________________________
 LQ0683* NAD 83(1994)-  40 39 24.35533(N)    115 00 18.96559(W)     ADJUSTED  
 LQ0683* NAVD 88     -      1830.9    (meters)    6007.     (feet)  VERTCON   
 LQ0683  ___________________________________________________________________
 LQ0683  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 LQ0683  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 LQ0683
 LQ0683  HORZ ORDER  -  SECOND
 LQ0683
 LQ0683.The horizontal coordinates were established by classical geodetic methods
 LQ0683.and adjusted by the National Geodetic Survey in June 1998..
 LQ0683
 LQ0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0683
 LQ0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0683
 LQ0683.The geoid height was determined by GEOID03.
 LQ0683
 LQ0683;                    North         East     Units Scale Factor Converg.
 LQ0683;SPC NV E     - 8,655,693.655   248,882.278   MT  0.99992940   +0 22 35.9
 LQ0683;SPC NV E     -28,397,888.27    816,541.27   sFT  0.99992940   +0 22 35.9
 LQ0683;UTM  11      - 4,502,568.833   668,632.456   MT  0.99995003   +1 17 59.7
 LQ0683
 LQ0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0683!SPC NV E     -   0.99971574  x   0.99992940  =   0.99964516
 LQ0683!UTM  11      -   0.99971574  x   0.99995003  =   0.99966579
 LQ0683
 LQ0683:                Primary Azimuth Mark                     Grid Az
 LQ0683:SPC NV E     -  HIGHWAY 93 STA 0817+76.51 POT            035 13 56.2
 LQ0683:UTM  11      -  HIGHWAY 93 STA 0817+76.51 POT            034 18 32.4
 LQ0683
 LQ0683|---------------------------------------------------------------------|
 LQ0683| PID    Reference Object                     Distance      Geod. Az  |
 LQ0683|                                                           dddmmss.s |
 LQ0683| DD5529 HIGHWAY 93 STA 0817+76.51 POT                      0353632.1 |
 LQ0683| DD4816 CURTIS RM 1                           9.981 METERS 08513     |
 LQ0683| DD4817 CURTIS RM 2                          11.530 METERS 20342     |
 LQ0683|---------------------------------------------------------------------|
 LQ0683
 LQ0683                          SUPERSEDED SURVEY CONTROL
 LQ0683
 LQ0683  NAD 83(1994)-  40 39 24.35496(N)    115 00 18.96250(W) AD(       ) 2
 LQ0683  NAD 83(1986)-  40 39 24.35211(N)    115 00 18.96054(W) AD(       ) 2
 LQ0683  NAD 27      -  40 39 24.61666(N)    115 00 15.81599(W) AD(       ) 2
 LQ0683  NGVD 29 (07/19/86) 1829.7    (m)         6003.     (f) VERT ANG       
 LQ0683
 LQ0683.Superseded values are not recommended for survey control.
 LQ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0683.See file dsdata.txt to determine how the superseded data were derived.
 LQ0683
 LQ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF6863202569(NAD 83)
 LQ0683_MARKER: DS = TRIANGULATION STATION DISK
 LQ0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0683_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0683
 LQ0683  HISTORY     - Date     Condition        Report By
 LQ0683  HISTORY     - 1965     MONUMENTED       CGS
 LQ0683
 LQ0683                          STATION DESCRIPTION
 LQ0683
 LQ0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0683'STATION IS LOCATED ABOUT 31 MILES NORTH-NORTHWEST OF CURRIE,
 LQ0683'ABOUT 30 MILES SOUTH OF WELLS AND ABOUT 1/4 MILE WEST OF
 LQ0683'U.S. HIGHWAY 93 ATOP A SMALL KNOLL.
 LQ0683'
 LQ0683'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 93 AND STATE HIGHWAY
 LQ0683'11 ABOUT 27 MILES SOUTH OF WELLS, GO SOUTH ON U.S. HIGHWAY FOR
 LQ0683'3.5 MILES TO AZIMUTH MARK ON LEFT, BEAR RIGHT OFF HIGHWAY AND GO
 LQ0683'SOUTH ALONG HIGHWAY RIGHT-OF-WAY FOR 0.2 MILE TO TOP OF HILL
 LQ0683'AND TRACK ROAD RIGHT, TURN RIGHT AND GO WEST ON TRACK ROAD FOR
 LQ0683'0.1 MILE TO FORK, TAKE RIGHT FORK AND GO NORTHERLY FOR 0.1 MILE
 LQ0683'TO TOP OF HILL AND STATION.
 LQ0683'
 LQ0683'STATION MARK, A STANDARD DISK STAMPED CURTIS 1965, IS SET
 LQ0683'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 10 INCHES.
 LQ0683'THE MARK IS 4.8 FEET NORTHEAST OF WITNESS POST.
 LQ0683'
 LQ0683'REFERENCE MARK 1, A STANDARD DISK STAMPED CURTIS NO 1 1965,
 LQ0683'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LQ0683'8 INCHES.  THE MARK IS 36.0 FEET EAST OF WITNESS POST.
 LQ0683'
 LQ0683'REFERENCE MARK 2, A STANDARD DISK STAMPED CURTIS NO 2 1965,
 LQ0683'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 8
 LQ0683'INCHES.  THE MARK IS 33.0 FEET SOUTHWEST OF WITNESS POST.
 LQ0683'
 LQ0683'AZIMUTH MARK, A NEVADA STATE HIGHWAY DEPARTMENT SURVEY DISK
 LQ0683'STAMPED 0817+76.51 POT. 50.23 80, IS SET IN THE TOP OF A IRREGULAR
 LQ0683'MASS OF CONCRETE WHICH PROJECTS 3 INCHES.  THE MARK IS 50 FEET
 LQ0683'EAST OF THE CENTER LINE OF U.S. HIGHWAY 93 AND 1.0 FEET WEST
 LQ0683'OF A STEEL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1592 ***********************************************************************
 KR1592  DESIGNATION -  CURVE
 KR1592  PID         -  KR1592
 KR1592  STATE/COUNTY-  NV/WASHOE
 KR1592  USGS QUAD   -  DERBY DAM (1985)
 KR1592
 KR1592                         *CURRENT SURVEY CONTROL
 KR1592  ___________________________________________________________________
 KR1592* NAD 83(1994)-  39 35 15.93575(N)    119 27 59.00797(W)     ADJUSTED  
 KR1592* NAVD 88     -      1394.0    (meters)    4573.     (feet)  VERTCON   
 KR1592  ___________________________________________________________________
 KR1592  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 KR1592  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 KR1592
 KR1592  HORZ ORDER  -  SECOND
 KR1592
 KR1592.The horizontal coordinates were established by classical geodetic methods
 KR1592.and adjusted by the National Geodetic Survey in June 1998..
 KR1592
 KR1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1592
 KR1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1592
 KR1592.The geoid height was determined by GEOID03.
 KR1592
 KR1592;                    North         East     Units Scale Factor Converg.
 KR1592;SPC NV W     - 4,537,218.229   724,147.806   MT  0.99997081   -0 33 45.9
 KR1592;SPC NV W     -14,885,856.81  2,375,808.26   sFT  0.99997081   -0 33 45.9
 KR1592;UTM  11      - 4,384,910.305   288,196.633   MT  1.00015235   -1 34 20.3
 KR1592
 KR1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1592!SPC NV W     -   0.99978509  x   0.99997081  =   0.99975591
 KR1592!UTM  11      -   0.99978509  x   1.00015235  =   0.99993741
 KR1592
 KR1592|---------------------------------------------------------------------|
 KR1592| PID    Reference Object                     Distance      Geod. Az  |
 KR1592|                                                           dddmmss.s |
 KR1592| DB7132 CURVE RM 1                            9.164 METERS 10359     |
 KR1592| DB7994 IN 001/1 X 16 7                                    1954705.8 |
 KR1592| DB7133 CURVE RM 2                            8.757 METERS 28535     |
 KR1592|---------------------------------------------------------------------|
 KR1592
 KR1592                          SUPERSEDED SURVEY CONTROL
 KR1592
 KR1592  NAD 83(1992)-  39 35 15.94271(N)    119 27 59.00066(W) AD(       ) 2
 KR1592  NAD 83(1986)-  39 35 15.94364(N)    119 27 58.99018(W) AD(       ) 2
 KR1592  NAD 27      -  39 35 16.25790(N)    119 27 55.34930(W) AD(       ) 2
 KR1592  NGVD 29 (07/19/86) 1393.0    (m)         4570.     (f) VERT ANG       
 KR1592
 KR1592.Superseded values are not recommended for survey control.
 KR1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1592.See file dsdata.txt to determine how the superseded data were derived.
 KR1592
 KR1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8819784910(NAD 83)
 KR1592_MARKER: Z = SEE DESCRIPTION
 KR1592_SETTING: 0 = UNSPECIFIED SETTING
 KR1592
 KR1592  HISTORY     - Date     Condition        Report By
 KR1592  HISTORY     - 1958     MONUMENTED       CGS
 KR1592
 KR1592                          STATION DESCRIPTION
 KR1592
 KR1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1592'THE STATION IS ON THE SUMMIT OF A LOW STEEP HILL ABOUT 2
 KR1592'MILES NORTH-NORTHEAST OF THE EAGLE-PICHER MILL, ON THE WEST
 KR1592'SIDE OF U.S. HIGHWAY 40 AND JUST SOUTHWEST OF WHERE THE RIVER
 KR1592'AND THE HIGHWAY MAKES A DECIDED BEND TO A NORTH-SOUTH DIRECTION.
 KR1592'THE HILL IS SEPARATED BY WASHES FROM THE MAIN MOUNTAIN FORMATION
 KR1592'AND THE POWER AND TELEPHONE LINES GO WEST UP THE DRAW ALONG
 KR1592'THE NORTH SIDE OF THE HILL.  A GRADED ROAD LEADS UP THE WASH
 KR1592'ALONG THE SOUTH SIDE OF THE HILL.
 KR1592'
 KR1592'TO REACH THE STATION FROM WADSWORTH POST OFFICE, GO WEST ON U.S.
 KR1592'HIGHWAY 40 FOR 10.6 MILES.  TURN RIGHT, SOUTH-SOUTHWEST, ONTO
 KR1592'*OLD PAVEMENT FOR 0.1 MILE.  TURN RIGHT ON TRACK ROAD (ON
 KR1592'SOUTH SIDE OF TELEPHONE LINE) AND GO WEST UP DRAW FOR 0.4 MILE.
 KR1592'TURN LEFT, SOUTH, FOR ABOUT 100 YARDS TO THE END OF TRUCK
 KR1592'TRAVEL ON THE NORTH SIDE OF A LOW SADDLE.  PACK EAST ALONG
 KR1592'THE CREST OF THE RIDGE TO THE HIGHEST POINT AND STATION.
 KR1592'ABOUT A 10-MINUTE PACK.
 KR1592'
 KR1592'*FROM OLD PAVEMENT TURN-OFF, CONTINUE SOUTH ON U.S. HIGHWAY
 KR1592'40 FOR 1.55 MILES TO IX 16-7 (NHD) (AZIMUTH MARK) ON THE EAST
 KR1592'SIDE OF THE HIGHWAY.
 KR1592'
 KR1592'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS WELDED
 KR1592'TO TOPS OF IRON PIPES.
 KR1592'
 KR1592'THE STATION MARK, STAMPED CURVE 1958, PROJECTS 0.27 METERS.
 KR1592'IT IS ON A 4-INCH IRON PIPE.
 KR1592'
 KR1592'THE REFERENCE MARKS ARE ON 2-INCH CAST IRON SOIL PIPES PROJECTING
 KR1592'0.20 METERS.  STAMPED CURVE 1958 NO 1 AND NO 2 RESPECTIVELY.
 KR1592'
 KR1592'THE NEVADA HIGHWAY DEPARTMENT SURVEY MARK (USED FOR AZIMUTH
 KR1592'MARK) IS A BRONZE DISK SET IN A CONCRETE POST PROJECTING
 KR1592'ABOUT 3 INCHES.  IT IS ON THE EMBANKMENT 138-1/2 FEET EAST
 KR1592'OF THE CENTER LINE OF U.S. HIGHWAY 40, 18 FEET WEST OF THE
 KR1592'EDGE OF THE BLUFF AND 3 FEET EAST OF A METAL WITNESS POST.
 KR1592'STAMPED BM IN001/IX 16-7-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1992 ***********************************************************************
 GR1992  DESIGNATION -  CURY
 GR1992  PID         -  GR1992
 GR1992  STATE/COUNTY-  NV/NYE
 GR1992  USGS QUAD   -  MERCURY (1983)
 GR1992
 GR1992                         *CURRENT SURVEY CONTROL
 GR1992  ___________________________________________________________________
 GR1992* NAD 83(1994)-  36 40 33.79827(N)    115 57 04.83411(W)     ADJUSTED  
 GR1992* NAVD 88     -      1610.8    (meters)    5285.     (feet)  VERTCON   
 GR1992  ___________________________________________________________________
 GR1992  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 GR1992  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 GR1992
 GR1992  HORZ ORDER  -  THIRD
 GR1992
 GR1992.The horizontal coordinates were established by classical geodetic methods
 GR1992.and adjusted by the National Geodetic Survey in June 1998..
 GR1992
 GR1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1992
 GR1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1992
 GR1992.The geoid height was determined by GEOID03.
 GR1992
 GR1992;                    North         East     Units Scale Factor Converg.
 GR1992;SPC NV C     - 6,213,920.004   563,935.352   MT  0.99995034   +0 25 38.2
 GR1992;SPC NV C     -20,386,835.88  1,850,177.90   sFT  0.99995034   +0 25 38.2
 GR1992;UTM  11      - 4,059,449.288   593,701.236   MT  0.99970817   +0 37 35.0
 GR1992
 GR1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1992!SPC NV C     -   0.99975147  x   0.99995034  =   0.99970182
 GR1992!UTM  11      -   0.99975147  x   0.99970817  =   0.99945971
 GR1992
 GR1992|---------------------------------------------------------------------|
 GR1992| PID    Reference Object                     Distance      Geod. Az  |
 GR1992|                                                           dddmmss.s |
 GR1992| CS8892 CURY RM 1                             4.084 METERS 06127     |
 GR1992| CS8893 CURY RM 2                             3.033 METERS 18625     |
 GR1992|---------------------------------------------------------------------|
 GR1992
 GR1992                          SUPERSEDED SURVEY CONTROL
 GR1992
 GR1992  NAD 83(1992)-  36 40 33.80966(N)    115 57 04.84395(W) AD(       ) 3
 GR1992  NGVD 29 (02/14/94) 1609.9    (m)         5282.     (f) VERT ANG       
 GR1992
 GR1992.Superseded values are not recommended for survey control.
 GR1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1992.See file dsdata.txt to determine how the superseded data were derived.
 GR1992
 GR1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA9370159449(NAD 83)
 GR1992_MARKER: DS = TRIANGULATION STATION DISK
 GR1992_SETTING: 66 = SET IN ROCK OUTCROP
 GR1992_SP_SET: SET IN BEDROCK
 GR1992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1992+STABILITY: POSITION/ELEVATION WELL
 GR1992
 GR1992  HISTORY     - Date     Condition        Report By
 GR1992  HISTORY     - 1959     MONUMENTED       USGS
 GR1992
 GR1992                          STATION DESCRIPTION
 GR1992
 GR1992'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GR1992'LOCATED ABOUT 2.5 MI E. AND 1 MI N. OF MERCURY.  ON HIGHEST TOP ON
 GR1992'WEST END OF MERCURY RIDGE.
 GR1992'
 GR1992'REACHED BY HELICOPTER.
 GR1992'
 GR1992'STATION MARK--STANDARD TABLET STAMPED---CURY 1959---, SET IN
 GR1992'BEDROCK.
 GR1992'
 GR1992'RM 1--STANDARD RM TABLET STAMPED---NO 1 1959---, SET IN BEDROCK.
 GR1992'
 GR1992'RM 2--STANDARD RM TABLET STAMPED---NO 2 1959---, SET IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1494 ***********************************************************************
 KR1494  DESIGNATION -  CUT
 KR1494  PID         -  KR1494
 KR1494  STATE/COUNTY-  NV/CHURCHILL
 KR1494  USGS QUAD   -  DRUMM SUMMIT (1972)
 KR1494
 KR1494                         *CURRENT SURVEY CONTROL
 KR1494  ___________________________________________________________________
 KR1494* NAD 83(1994)-  39 19 39.95935(N)    118 08 43.14971(W)     ADJUSTED  
 KR1494* NAVD 88     -      1297.0    (meters)    4255.     (feet)  VERTCON   
 KR1494  ___________________________________________________________________
 KR1494  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 KR1494  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 KR1494
 KR1494  HORZ ORDER  -  SECOND
 KR1494
 KR1494.The horizontal coordinates were established by classical geodetic methods
 KR1494.and adjusted by the National Geodetic Survey in June 1998..
 KR1494
 KR1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1494
 KR1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1494
 KR1494.The geoid height was determined by GEOID03.
 KR1494
 KR1494;                    North         East     Units Scale Factor Converg.
 KR1494;SPC NV W     - 4,508,074.515   837,764.190   MT  0.99991755   +0 16 39.3
 KR1494;SPC NV W     -14,790,241.14  2,748,564.68   sFT  0.99991755   +0 16 39.3
 KR1494;UTM  11      - 4,353,775.555   401,282.668   MT  0.99971999   -0 43 33.3
 KR1494
 KR1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1494!SPC NV W     -   0.99980028  x   0.99991755  =   0.99971785
 KR1494!UTM  11      -   0.99980028  x   0.99971999  =   0.99952033
 KR1494
 KR1494                          SUPERSEDED SURVEY CONTROL
 KR1494
 KR1494  NAD 83(1986)-  39 19 39.97789(N)    118 08 43.16344(W) AD(       ) 2
 KR1494  NAD 27      -  39 19 40.21600(N)    118 08 39.68700(W) AD(       ) 2
 KR1494  NGVD 29 (07/19/86) 1296.0    (m)         4252.     (f) VERT ANG       
 KR1494
 KR1494.Superseded values are not recommended for survey control.
 KR1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1494.See file dsdata.txt to determine how the superseded data were derived.
 KR1494
 KR1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD0128353776(NAD 83)
 KR1494_MARKER: DD = SURVEY DISK
 KR1494_SETTING: 0 = UNSPECIFIED SETTING
 KR1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1494
 KR1494  HISTORY     - Date     Condition        Report By
 KR1494  HISTORY     - 1953     MONUMENTED       USGS
 KR1494  HISTORY     - 1955     SEE DESCRIPTION  CGS
 KR1494  HISTORY     - 1955     GOOD             CGS
 KR1494
 KR1494                          STATION DESCRIPTION
 KR1494
 KR1494'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (LGT)
 KR1494'THE STATION IS LOCATED ABOUT 8 MILES, AIR LINE, EAST-NORTHEAST
 KR1494'OF FRENCHMAN STATION, 3 MILES, AIR LINE, NORTH OF U.S. HIGHWAY
 KR1494'50 AND ON THE EAST EDGE OF A BLADED ROAD.
 KR1494'
 KR1494'TO REACH FROM FRENCHMAN STATION, WHICH IS 36 MILES EAST OF FALLON
 KR1494'VIA U.S. HIGHWAY 50, GO EAST ON U.S. HIGHWAY 50 FOR 5.0 MILES
 KR1494'TO A BLADED ROAD LEFT AND SIGN DIXIE VALLEY WONDER 13.  TURN LEFT
 KR1494'AND FOLLOW THE BLADED ROAD NORTH FOR 3.0 MILES TO A CROSSROAD.
 KR1494'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A FORK.  TAKE THE LEFT
 KR1494'FORK AND GO 0.3 MILE TO THE STATION ON THE RIGHT.  A DRIVE
 KR1494'STATION.
 KR1494'
 KR1494'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BRONZE DISK STAMPED
 KR1494'4250 1908, IS SECURED TO THE TOP OF A PIPE SET IN THE GROUND AND
 KR1494'PROJECTING 6 INCHES ABOVE THE GROUND.
 KR1494
 KR1494                          STATION RECOVERY (1955)
 KR1494
 KR1494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KR1494'THE STATION, A U.S. GEOLOGICAL SURVEY CAP RIVETED TO THE TOP OF
 KR1494'A 3-INCH IRON PIPE, WAS RECOVERED BUT WAS FOUND TO HAVE BEEN
 KR1494'DISTURBED BY A ROAD GRADER AND IS NOW LEANING TO THE NORTH AT
 KR1494'AN ANGLE OF APPROXIMATELY 20 DEGREES.
 KR1494'
 KR1494'THE MARK IS LOCATED ON THE EAST EDGE OF THE ROAD AND IS IN CONSTANT
 KR1494'DANGER OF FURTHER DISTURBANCE OR OF COMPLETE DISTRUCTION.
 KR1494'
 KR1494'THIS MARK IS NOT BEING RELOCATED BY INTERSECTION.
 KR1494
 KR1494                          STATION RECOVERY (1955)
 KR1494
 KR1494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 KR1494'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION AS
 KR1494'DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1589 ***********************************************************************
 KR1589  DESIGNATION -  CUT
 KR1589  PID         -  KR1589
 KR1589  STATE/COUNTY-  NV/WASHOE
 KR1589  USGS QUAD   -  DERBY DAM (1985)
 KR1589
 KR1589                         *CURRENT SURVEY CONTROL
 KR1589  ___________________________________________________________________
 KR1589* NAD 83(1994)-  39 35 33.19323(N)    119 24 40.11418(W)     ADJUSTED  
 KR1589* NAVD 88     -      1309.1    (meters)    4295.     (feet)  VERTCON   
 KR1589  ___________________________________________________________________
 KR1589  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 KR1589  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 KR1589
 KR1589  HORZ ORDER  -  SECOND
 KR1589
 KR1589.The horizontal coordinates were established by classical geodetic methods
 KR1589.and adjusted by the National Geodetic Survey in June 1998..
 KR1589
 KR1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1589
 KR1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1589
 KR1589.The geoid height was determined by GEOID03.
 KR1589
 KR1589;                    North         East     Units Scale Factor Converg.
 KR1589;SPC NV W     - 4,537,705.264   728,898.444   MT  0.99996222   -0 31 39.4
 KR1589;SPC NV W     -14,887,454.69  2,391,394.31   sFT  0.99996222   -0 31 39.4
 KR1589;UTM  11      - 4,385,313.630   292,955.940   MT  1.00012780   -1 32 14.0
 KR1589
 KR1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1589!SPC NV W     -   0.99979841  x   0.99996222  =   0.99976064
 KR1589!UTM  11      -   0.99979841  x   1.00012780  =   0.99992619
 KR1589
 KR1589|---------------------------------------------------------------------|
 KR1589| PID    Reference Object                     Distance      Geod. Az  |
 KR1589|                                                           dddmmss.s |
 KR1589| DB7134 CUT RM 1                              6.242 METERS 11239     |
 KR1589| KR1590 ASC 4 2                              17.520 METERS 21155     |
 KR1589| KR1588 DAM                                 APPROX. 2.8 KM 2671807.5 |
 KR1589|---------------------------------------------------------------------|
 KR1589
 KR1589                          SUPERSEDED SURVEY CONTROL
 KR1589
 KR1589  NAD 83(1992)-  39 35 33.20006(N)    119 24 40.10525(W) AD(       ) 2
 KR1589  NAD 83(1986)-  39 35 33.20060(N)    119 24 40.09503(W) AD(       ) 2
 KR1589  NAD 27      -  39 35 33.51530(N)    119 24 36.46340(W) AD(       ) 2
 KR1589  NGVD 29 (07/19/86) 1308.1    (m)         4292.     (f) VERT ANG       
 KR1589
 KR1589.Superseded values are not recommended for survey control.
 KR1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1589.See file dsdata.txt to determine how the superseded data were derived.
 KR1589
 KR1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD9295685314(NAD 83)
 KR1589_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1589_SETTING: 66 = SET IN ROCK OUTCROP
 KR1589
 KR1589  HISTORY     - Date     Condition        Report By
 KR1589  HISTORY     - 1958     MONUMENTED       CGS
 KR1589
 KR1589                          STATION DESCRIPTION
 KR1589
 KR1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1589'THE STATION IS 7.5 MILES SOUTHWEST OF WADSWORTH ON THE NORTH
 KR1589'SIDE OF U.S. HIGHWAY 40, 0.5 MILE WEST-NORTHWEST OF A DEEP
 KR1589'CUT ALONG THE HIGHWAY, 75 YARDS NORTH OF THE POLE LINE AND
 KR1589'RIGHT OF WAY FENCE, JUST ABOVE THE NOSE OF A RED LAVA RIDGE.
 KR1589'
 KR1589'THE STATION MARK IS A STANDARD DISK SET IN ROCK OUTCROP FLUSH
 KR1589'WITH THE SURFACE.  IT IS ON THE SLOPE 60 FEET NORTH OF THE NOSE
 KR1589'OF THE RIDGE AND STAMPED CUT 1958.
 KR1589'
 KR1589'REFERENCE MARK 1 IS A STANDARD DISK SET IN ROCK OUTCROP ABOUT
 KR1589'LEVEL WITH THE STATION AND STAMPED CUT NO 1 1958.
 KR1589'
 KR1589'REFERENCE MARK 2 IS A NEVADA HIGHWAY DEPARTMENT MONUMENT
 KR1589'SET IN A DRILL HOLE IN ROCK OUTCROP AT POINT OF RIDGE ABOUT 20
 KR1589'FEET ABOVE WHERE THE RIDGE ENDS IN A STEEP CLIFF.  IT IS STAMPED
 KR1589'ASC 4-2.
 KR1589'
 KR1589'TO REACH FROM WADSWORTH GO WESTERLY ON U.S. HIGHWAY 40 FOR
 KR1589'7.6 MILES TO POINT JUST AFTER GOING THROUGH DEEP CUT TO POLE
 KR1589'945, TURN RIGHT TO RIGHT OF WAY FENCE AND END OF TRUCK TRAVEL.
 KR1589'FROM HERE PACK NORTH UP THE SLOPE 75 YARDS TO THE STATION SITE
 KR1589'JUST ABOVE THE NOSE OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0331 ***********************************************************************
 HP0331  DESIGNATION -  CUT
 HP0331  PID         -  HP0331
 HP0331  STATE/COUNTY-  NV/LINCOLN
 HP0331  USGS QUAD   -  PAHRANAGAT WASH (1980)
 HP0331
 HP0331                         *CURRENT SURVEY CONTROL
 HP0331  ___________________________________________________________________
 HP0331* NAD 83(1994)-  37 01 25.83682(N)    114 58 54.98941(W)     ADJUSTED  
 HP0331* NAVD 88     -       806.7    (meters)    2647.     (feet)  VERTCON   
 HP0331  ___________________________________________________________________
 HP0331  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 HP0331  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 HP0331
 HP0331  HORZ ORDER  -  SECOND
 HP0331
 HP0331.The horizontal coordinates were established by classical geodetic methods
 HP0331.and adjusted by the National Geodetic Survey in June 1998..
 HP0331
 HP0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0331
 HP0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0331
 HP0331.The geoid height was determined by GEOID03.
 HP0331
 HP0331;                    North         East     Units Scale Factor Converg.
 HP0331;SPC NV E     - 8,252,442.623   253,509.094   MT  0.99993526   +0 21 43.7
 HP0331;SPC NV E     -27,074,888.84    831,721.09   sFT  0.99993526   +0 21 43.7
 HP0331;UTM  11      - 4,099,421.490   679,513.123   MT  0.99999699   +1 12 55.8
 HP0331
 HP0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0331!SPC NV E     -   0.99987750  x   0.99993526  =   0.99981276
 HP0331!UTM  11      -   0.99987750  x   0.99999699  =   0.99987449
 HP0331
 HP0331:                Primary Azimuth Mark                     Grid Az
 HP0331:SPC NV E     -  BANK                                     172 54 04.5
 HP0331:UTM  11      -  BANK                                     172 02 52.4
 HP0331
 HP0331|---------------------------------------------------------------------|
 HP0331| PID    Reference Object                     Distance      Geod. Az  |
 HP0331|                                                           dddmmss.s |
 HP0331| GR1915 BANK                                APPROX. 6.6 KM 1731548.2 |
 HP0331| DD4818 CUT RM 1                              9.376 METERS 19858     |
 HP0331| DD4819 CUT RM 2                              8.642 METERS 32546     |
 HP0331|---------------------------------------------------------------------|
 HP0331
 HP0331                          SUPERSEDED SURVEY CONTROL
 HP0331
 HP0331  NAD 83(1994)-  37 01 25.83529(N)    114 58 54.98721(W) AD(       ) 2
 HP0331  NAD 83(1992)-  37 01 25.83116(N)    114 58 54.98616(W) AD(       ) 2
 HP0331  NAD 83(1986)-  37 01 25.82960(N)    114 58 54.98580(W) AD(       ) 2
 HP0331  NAD 27      -  37 01 25.95084(N)    114 58 51.96909(W) AD(       ) 2
 HP0331  NGVD 29 (07/19/86)  806.0    (m)         2644.     (f) VERT ANG       
 HP0331
 HP0331.Superseded values are not recommended for survey control.
 HP0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0331.See file dsdata.txt to determine how the superseded data were derived.
 HP0331
 HP0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA7951399421(NAD 83)
 HP0331_MARKER: DD = SURVEY DISK
 HP0331_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HP0331+WITH SETTING: INFORMATION.
 HP0331_SP_SET: PREFABRICATED CONCRETE POST
 HP0331
 HP0331  HISTORY     - Date     Condition        Report By
 HP0331  HISTORY     - 1969     MONUMENTED       USGS
 HP0331
 HP0331                          STATION DESCRIPTION
 HP0331
 HP0331'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 HP0331'LOCATED ABOUT 32 MI. (AIRLINE) NW. OF MOAPA.  ABOUT 26 MI. SSE. OF
 HP0331'ALAMO.  ON TOP OF AN E-W. RIDGE WHICH HAS BEEN CUT FOR FILL.
 HP0331'
 HP0331'TO REACH (FROM S.) STANDARD SERVICE STATION IN GLENDALE, DRIVE
 HP0331'N. ON NEVADA STATE HIGHWAY 7 FOR 24.5 MI. TO JUNCTION OF
 HP0331'U.S. HIGHWAY 93 AND NEVADA 7.  THENCE N. ALONG U.S. HIGHWAY 93 FOR
 HP0331'16.0 MI.  ABOUT 250 FT. E. OF HIGHWAY, ABOUT 125 FT. E. OF LARGE
 HP0331'DITCH.  ON RIDGE WITH NOSE CUT OFF BY DITCH.
 HP0331'
 HP0331'TO REACH (FROM N.) STANDARD SERVICE STATION IN ALAMO, DRIVE S. ON
 HP0331'U.S. HIGHWAY 93 FOR 27.4 MI. AND STATION 250 FT. E. OF HIGHWAY.
 HP0331'
 HP0331'STATION MARK--STANDARD USGS TABLET STAMPED CUT 1969 CRIMPED TO TOP
 HP0331'OF COPPER-COATED ROD DRIVEN INTO GROUND.
 HP0331'
 HP0331'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 HP0331'NO 1 1969 CRIMPED TO TOP OF COPPER-COATED ROD DRIVEN INTO GROUND.
 HP0331'
 HP0331'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 HP0331'NO 2 1969 CRIMPED TO TOP OF COPPER COATED ROD DRIVEN INTO GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0859 ***********************************************************************
 HQ0859  DESIGNATION -  CUTTING
 HQ0859  PID         -  HQ0859
 HQ0859  STATE/COUNTY-  NV/NYE
 HQ0859  USGS QUAD   -  MUD LAKE NW (1987)
 HQ0859
 HQ0859                         *CURRENT SURVEY CONTROL
 HQ0859  ___________________________________________________________________
 HQ0859* NAD 83(1994)-  37 59 14.61982(N)    117 08 45.36939(W)     ADJUSTED  
 HQ0859* NAVD 88     -      1752.6    (meters)    5750.     (feet)  VERTCON   
 HQ0859  ___________________________________________________________________
 HQ0859  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 HQ0859  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 HQ0859
 HQ0859  HORZ ORDER  -  THIRD
 HQ0859
 HQ0859.The horizontal coordinates were established by classical geodetic methods
 HQ0859.and adjusted by the National Geodetic Survey in June 1998..
 HQ0859
 HQ0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0859
 HQ0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0859
 HQ0859.The geoid height was determined by GEOID03.
 HQ0859
 HQ0859;                    North         East     Units Scale Factor Converg.
 HQ0859;SPC NV C     - 6,359,312.962   457,901.485   MT  0.99992182   -0 17 42.0
 HQ0859;SPC NV C     -20,863,845.94  1,502,298.46   sFT  0.99992182   -0 17 42.0
 HQ0859;SPC NV W     - 4,360,179.510   926,262.374   MT  1.00009629   +0 53 05.3
 HQ0859;SPC NV W     -14,305,022.28  3,038,912.47   sFT  1.00009629   +0 53 05.3
 HQ0859;UTM  11      - 4,204,426.448   487,185.018   MT  0.99960202   -0 05 23.4
 HQ0859
 HQ0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0859!SPC NV C     -   0.99972902  x   0.99992182  =   0.99965086
 HQ0859!SPC NV W     -   0.99972902  x   1.00009629  =   0.99982529
 HQ0859!UTM  11      -   0.99972902  x   0.99960202  =   0.99933115
 HQ0859
 HQ0859:                Primary Azimuth Mark                     Grid Az
 HQ0859:SPC NV C     -  DOUGLAS                                  286 16 17.9
 HQ0859:SPC NV W     -  DOUGLAS                                  285 05 30.6
 HQ0859:UTM  11      -  DOUGLAS                                  286 03 59.3
 HQ0859
 HQ0859|---------------------------------------------------------------------|
 HQ0859| PID    Reference Object                     Distance      Geod. Az  |
 HQ0859|                                                           dddmmss.s |
 HQ0859| HQ0860 DOUGLAS                             APPROX. 4.9 KM 2855835.9 |
 HQ0859|---------------------------------------------------------------------|
 HQ0859
 HQ0859                          SUPERSEDED SURVEY CONTROL
 HQ0859
 HQ0859  NAD 83(1992)-  37 59 14.61176(N)    117 08 45.37196(W) AD(       ) 3
 HQ0859  NAD 83(1986)-  37 59 14.61169(N)    117 08 45.37181(W) AD(       ) 3
 HQ0859  NAD 27      -  37 59 14.83400(N)    117 08 42.07800(W) AD(       ) 3
 HQ0859  NGVD 29 (03/11/99) 1751.4    (m)         5746.     (f) VERT ANG       
 HQ0859
 HQ0859.Superseded values are not recommended for survey control.
 HQ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0859.See file dsdata.txt to determine how the superseded data were derived.
 HQ0859
 HQ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC8718504426(NAD 83)
 HQ0859_MARKER: DS = TRIANGULATION STATION DISK
 HQ0859_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0859_SP_SET: SET IN BEDROCK
 HQ0859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0859+STABILITY: POSITION/ELEVATION WELL
 HQ0859
 HQ0859  HISTORY     - Date     Condition        Report By
 HQ0859  HISTORY     - 1902     MONUMENTED       CGS
 HQ0859  HISTORY     - 1952     SEE DESCRIPTION  AMS
 HQ0859  HISTORY     - 1958     GOOD             USGS
 HQ0859
 HQ0859                          STATION DESCRIPTION
 HQ0859
 HQ0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (CHS)
 HQ0859'ABOUT 7-1/2 MILES SOUTHEAST OF THE TOWN OF TONOPAH, ON THE
 HQ0859'EAST SIDE OF THE SAN ANTONIO RANGE ON A PROMINENT ROCK SUMMIT
 HQ0859'RISING VERTICALLY ABOVE THE HILL ABOUT ONE-HALF MILE SOUTHWEST
 HQ0859'OF THE ROAD FROM TONOPAH.  THE HILL IS JAGGED ON THE NORTH
 HQ0859'SIDE AND IS EASILY RECONGNIZED FROM THE ROAD.  THE STATION IS
 HQ0859'MARKED BY A DRILL HOLE IN A ROCK AND BY A PILE OF ROCKS AROUND
 HQ0859'THE BASE OF THE SIGNAL POLE.
 HQ0859
 HQ0859                          STATION RECOVERY (1952)
 HQ0859
 HQ0859'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ0859'STATION RECOVERED IN GOOD CONDITION.
 HQ0859'
 HQ0859'NO REFERENCE MARKS WERE DESCRIBED FOR THE STATION.
 HQ0859'
 HQ0859'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO SOUTH
 HQ0859'ON U.S. HIGHWAY 95 FOR 0.9 MILE TO A TRACK ROAD LEFT JUST
 HQ0859'SOUTH OF AN AUTO JUNK YARD.  TURN LEFT AND GO SE ON THE MAIN
 HQ0859'TRAVELED ROAD THROUGH THE JUNK YARDS FOR 0.75 MILE TO A ROAD
 HQ0859'FORK.  GO ON LEFT FORK (SE) ON THE MAIN TRAVELED ROAD TOWARD
 HQ0859'A PASS FOR 3.5 MILES TO A ROAD FORK ON THE EAST SIDE OF THE
 HQ0859'PASS.  GO ON LEFT FORK (SE) FOR 1.1 MILES TO A CROSSROAD.
 HQ0859'TURN RIGHT AND GO SOUTH FOR 2.15 MILES TO A ROAD FORK.  GO
 HQ0859'ON RIGHT FORK (S) FOR 0.1 MILE.  TURN RIGHT, LEAVING ROAD,
 HQ0859'AND GO SW ACROSS COUNTRY TOWARD A JAGGED TOPPED LOW HILL FOR
 HQ0859'0.35 MILE TO END OF TRUCK TRAVEL.  WALK SW TO TOP OF HILL
 HQ0859'AND THE STATION.
 HQ0859'
 HQ0859'THE STATION MARK IS A DRILL HOLE, 3/4-INCH IN DIAMETER, 1 1/2-INCH
 HQ0859'DEEP, IN OUTCROPPING ROCK PROJECTING 0.3 FOOT.
 HQ0859
 HQ0859                          STATION RECOVERY (1958)
 HQ0859
 HQ0859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HQ0859'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37117-1, STATION 1016.
 HQ0859'NOTE BY USGS, 1958--STATION RECOVERED AS DESCRIBED. LOCATED ABOUT 20
 HQ0859'FT. E. OF W. END, AND 7 FT. S. OF N. EDGE OF HIGHEST ROCK OUTCROP ON
 HQ0859'ROCKY HILL. STATION MARK--A DRILL HOLE IN LOOSE ROCK, LAYING ON TOP OF
 HQ0859'HIGHEST ROCK OUTCROP ON HILL. STATION APPEARS TO BE IN THE ORIGINAL
 HQ0859'POSITION AS THE DIRECTI AND DISTANCE CHECKED TO TRIANGULATION STATION
 HQ0859'--DOUGLAS--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0760 ***********************************************************************
 HQ0760  DESIGNATION -  CZR 23 07
 HQ0760  PID         -  HQ0760
 HQ0760  STATE/COUNTY-  NV/NYE
 HQ0760  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0760
 HQ0760                         *CURRENT SURVEY CONTROL
 HQ0760  ___________________________________________________________________
 HQ0760* NAD 83(1994)-  37 49 51.77537(N)    116 43 33.81583(W)     ADJUSTED  
 HQ0760* NAVD 88     -      1629.818  (meters)    5347.16   (feet)  ADJUSTED  
 HQ0760  ___________________________________________________________________
 HQ0760  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0760  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0760  DYNAMIC HT  -        1627.996 (meters)    5341.18  (feet)  COMP
 HQ0760  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 HQ0760
 HQ0760  HORZ ORDER  -  SECOND
 HQ0760  VERT ORDER  -  FIRST     CLASS II
 HQ0760
 HQ0760.The horizontal coordinates were established by classical geodetic methods
 HQ0760.and adjusted by the National Geodetic Survey in June 1998..
 HQ0760
 HQ0760.The orthometric height was determined by differential leveling
 HQ0760.and adjusted by the National Geodetic Survey in June 1991..
 HQ0760
 HQ0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0760
 HQ0760.The geoid height was determined by GEOID03.
 HQ0760
 HQ0760.The dynamic height is computed by dividing the NAVD 88
 HQ0760.geopotential number by the normal gravity value computed on the
 HQ0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0760.degrees latitude (g = 980.6199 gals.).
 HQ0760
 HQ0760.The modeled gravity was interpolated from observed gravity values.
 HQ0760
 HQ0760;                    North         East     Units Scale Factor Converg.
 HQ0760;SPC NV C     - 6,341,854.435   494,771.919   MT  0.99990034   -0 02 11.1
 HQ0760;SPC NV C     -20,806,567.43  1,623,264.20   sFT  0.99990034   -0 02 11.1
 HQ0760;UTM  11      - 4,187,105.139   524,106.301   MT  0.99960716   +0 10 04.9
 HQ0760
 HQ0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0760!SPC NV C     -   0.99974828  x   0.99990034  =   0.99964865
 HQ0760!UTM  11      -   0.99974828  x   0.99960716  =   0.99935554
 HQ0760
 HQ0760                          SUPERSEDED SURVEY CONTROL
 HQ0760
 HQ0760  NAD 83(1986)-  37 49 51.77206(N)    116 43 33.82398(W) AD(       ) 2
 HQ0760  NAD 27      -  37 49 51.99690(N)    116 43 30.59735(W) AD(       ) 2
 HQ0760  NGVD 29 (07/19/86) 1628.71   (m)         5343.5    (f) LEVELING    3  
 HQ0760
 HQ0760.Superseded values are not recommended for survey control.
 HQ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0760.See file dsdata.txt to determine how the superseded data were derived.
 HQ0760
 HQ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2410687105(NAD 83)
 HQ0760_MARKER: DE = TRAVERSE STATION DISK
 HQ0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0760_SP_SET: FLAT METAL SURFACE
 HQ0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0760
 HQ0760  HISTORY     - Date     Condition        Report By
 HQ0760  HISTORY     - 1968     MONUMENTED       CGS
 HQ0760  HISTORY     - 1968     GOOD             NGS
 HQ0760
 HQ0760                          STATION DESCRIPTION
 HQ0760
 HQ0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0760'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0760'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0760'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST
 HQ0760'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0760'HART TARGET AREA, IN CAMERA BUILDING 23-07.
 HQ0760'
 HQ0760'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED CZR
 HQ0760'23-07 CP 1968, SET IN A DRILL HOLE IN THE CONCRETE FLOOR OF
 HQ0760'CAMERA BUILDING NUMBER 23-07.  THE MARK IS PLUMB BENEATH THE
 HQ0760'LENS OF THE CAMERA.
 HQ0760'
 HQ0760'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD
 HQ0760'TARGET.
 HQ0760
 HQ0760                          STATION RECOVERY (1968)
 HQ0760
 HQ0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HQ0760'AT TONOPAH TEST RANGE.
 HQ0760'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0760'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0760'OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH
 HQ0760'GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET
 HQ0760'AREA, IN CAMERA BUILDING 23-07.  THE STATION IS A PUNCH HOLE IN
 HQ0760'A FLAT METAL SURFACE OF WHICH THE CAMERA SETS ON, AND PLUMB
 HQ0760'BENEATH THE OPTICS OF THE CAMERA.  NOTE-- A TRAVERSE CONNECTION
 HQ0760'WAS MADE TO TRIANGULATION STATION HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0761 ***********************************************************************
 HQ0761  DESIGNATION -  CZR 23 07 OPTICS
 HQ0761  PID         -  HQ0761
 HQ0761  STATE/COUNTY-  NV/NYE
 HQ0761  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0761
 HQ0761                         *CURRENT SURVEY CONTROL
 HQ0761  ___________________________________________________________________
 HQ0761* NAD 83(1986)-  37 49 55.     (N)    116 43 37.     (W)     SCALED    
 HQ0761* NAVD 88     -      1630.908  (meters)    5350.74   (feet)  ADJUSTED  
 HQ0761  ___________________________________________________________________
 HQ0761  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0761  DYNAMIC HT  -        1629.086 (meters)    5344.76  (feet)  COMP
 HQ0761  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0761
 HQ0761  VERT ORDER  -  FIRST     CLASS II
 HQ0761
 HQ0761.The horizontal coordinates were scaled from a topographic map and have
 HQ0761.an estimated accuracy of +/- 6 seconds.
 HQ0761
 HQ0761.The orthometric height was determined by differential leveling
 HQ0761.and adjusted by the National Geodetic Survey in June 1991..
 HQ0761
 HQ0761.The geoid height was determined by GEOID03.
 HQ0761
 HQ0761.The dynamic height is computed by dividing the NAVD 88
 HQ0761.geopotential number by the normal gravity value computed on the
 HQ0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0761.degrees latitude (g = 980.6199 gals.).
 HQ0761
 HQ0761.The modeled gravity was interpolated from observed gravity values.
 HQ0761
 HQ0761;                    North         East    Units  Estimated Accuracy
 HQ0761;SPC NV C     - 6,341,950.      494,690.      MT  (+/- 180 meters Scaled)
 HQ0761
 HQ0761                          SUPERSEDED SURVEY CONTROL
 HQ0761
 HQ0761.No superseded survey control is available for this station.
 HQ0761
 HQ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB240872(NAD 83)
 HQ0761_MARKER: Z = SEE DESCRIPTION
 HQ0761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0761_SP_SET: BASE PLATE
 HQ0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0761
 HQ0761  HISTORY     - Date     Condition        Report By
 HQ0761  HISTORY     - UNK      MONUMENTED       CGS
 HQ0761  HISTORY     - 1968     GOOD             NGS
 HQ0761
 HQ0761                          STATION DESCRIPTION
 HQ0761
 HQ0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0761'AT TONOPAH TEST RANGE.
 HQ0761'POINT LEVELED TO WAS CENTER PUNCH MARK IN HEAVY ALUMINUM BASE
 HQ0761'PLATE FOR CZR 23-07 CAMERA, DIRECTLY UNDERNEATH REAR GAGING
 HQ0761'MARK OF CENTERING TRIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0742 ***********************************************************************
 HQ0742  DESIGNATION -  CZR 23 08
 HQ0742  PID         -  HQ0742
 HQ0742  STATE/COUNTY-  NV/NYE
 HQ0742  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0742
 HQ0742                         *CURRENT SURVEY CONTROL
 HQ0742  ___________________________________________________________________
 HQ0742* NAD 83(1994)-  37 50 05.78004(N)    116 43 47.46729(W)     ADJUSTED  
 HQ0742* NAVD 88     -      1627.589  (meters)    5339.85   (feet)  ADJUSTED  
 HQ0742  ___________________________________________________________________
 HQ0742  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0742  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0742  DYNAMIC HT  -        1625.771 (meters)    5333.88  (feet)  COMP
 HQ0742  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 HQ0742
 HQ0742  HORZ ORDER  -  SECOND
 HQ0742  VERT ORDER  -  FIRST     CLASS II
 HQ0742
 HQ0742.The horizontal coordinates were established by classical geodetic methods
 HQ0742.and adjusted by the National Geodetic Survey in June 1998..
 HQ0742
 HQ0742.The orthometric height was determined by differential leveling
 HQ0742.and adjusted by the National Geodetic Survey in June 1991..
 HQ0742
 HQ0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0742
 HQ0742.The geoid height was determined by GEOID03.
 HQ0742
 HQ0742.The dynamic height is computed by dividing the NAVD 88
 HQ0742.geopotential number by the normal gravity value computed on the
 HQ0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0742.degrees latitude (g = 980.6199 gals.).
 HQ0742
 HQ0742.The modeled gravity was interpolated from observed gravity values.
 HQ0742
 HQ0742;                    North         East     Units Scale Factor Converg.
 HQ0742;SPC NV C     - 6,342,286.396   494,438.414   MT  0.99990038   -0 02 19.5
 HQ0742;SPC NV C     -20,807,984.62  1,622,170.03   sFT  0.99990038   -0 02 19.5
 HQ0742;UTM  11      - 4,187,535.780   523,771.356   MT  0.99960696   +0 09 56.5
 HQ0742
 HQ0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0742!SPC NV C     -   0.99974863  x   0.99990038  =   0.99964903
 HQ0742!UTM  11      -   0.99974863  x   0.99960696  =   0.99935569
 HQ0742
 HQ0742                          SUPERSEDED SURVEY CONTROL
 HQ0742
 HQ0742  NAD 83(1986)-  37 50 05.77673(N)    116 43 47.47544(W) AD(       ) 2
 HQ0742  NAD 27      -  37 50 06.00245(N)    116 43 44.24840(W) AD(       ) 2
 HQ0742  NGVD 29 (07/19/86) 1626.48   (m)         5336.2    (f) LEVELING    3  
 HQ0742
 HQ0742.Superseded values are not recommended for survey control.
 HQ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0742.See file dsdata.txt to determine how the superseded data were derived.
 HQ0742
 HQ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2377187536(NAD 83)
 HQ0742_MARKER: DE = TRAVERSE STATION DISK
 HQ0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0742_SP_SET: FLAT METAL SURFACE
 HQ0742_STAMPING: 23-08 1968
 HQ0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0742
 HQ0742  HISTORY     - Date     Condition        Report By
 HQ0742  HISTORY     - 1968     MONUMENTED       CGS
 HQ0742  HISTORY     - 1968     GOOD             CGS
 HQ0742
 HQ0742                          STATION DESCRIPTION
 HQ0742
 HQ0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0742'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0742'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0742'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST
 HQ0742'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0742'TARGET AREA, IN CAMERA BUILDING 23-08.
 HQ0742'
 HQ0742'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED CZR
 HQ0742'23-08 CP 1968, SET IN A DRILL HOLE IN THE CONCRETE FLOOR
 HQ0742'OF THE CAMERA BUILDING.
 HQ0742'
 HQ0742'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0742'HARD TARGET.
 HQ0742
 HQ0742                          STATION RECOVERY (1968)
 HQ0742
 HQ0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0742'AT TONOPAH TEST RANGE.
 HQ0742'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0742'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0742'OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH
 HQ0742'GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET
 HQ0742'AREA, IN CAMERA BUILDING 23-08.  THE STATION MARK IS A PUNCH
 HQ0742'HOLE IN A FLAT METAL SURFACE OF WHICH THE CAMERA SETS ON,
 HQ0742'AND PLUMB BENEATH THE OPTICS OF THE CAMERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0743 ***********************************************************************
 HQ0743  DESIGNATION -  CZR 23 08 OPTICS
 HQ0743  PID         -  HQ0743
 HQ0743  STATE/COUNTY-  NV/NYE
 HQ0743  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0743
 HQ0743                         *CURRENT SURVEY CONTROL
 HQ0743  ___________________________________________________________________
 HQ0743* NAD 83(1986)-  37 49 55.     (N)    116 43 37.     (W)     SCALED    
 HQ0743* NAVD 88     -      1628.684  (meters)    5343.44   (feet)  ADJUSTED  
 HQ0743  ___________________________________________________________________
 HQ0743  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0743  DYNAMIC HT  -        1626.863 (meters)    5337.47  (feet)  COMP
 HQ0743  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0743
 HQ0743  VERT ORDER  -  FIRST     CLASS II
 HQ0743
 HQ0743.The horizontal coordinates were scaled from a topographic map and have
 HQ0743.an estimated accuracy of +/- 6 seconds.
 HQ0743
 HQ0743.The orthometric height was determined by differential leveling
 HQ0743.and adjusted by the National Geodetic Survey in June 1991..
 HQ0743
 HQ0743.The geoid height was determined by GEOID03.
 HQ0743
 HQ0743.The dynamic height is computed by dividing the NAVD 88
 HQ0743.geopotential number by the normal gravity value computed on the
 HQ0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0743.degrees latitude (g = 980.6199 gals.).
 HQ0743
 HQ0743.The modeled gravity was interpolated from observed gravity values.
 HQ0743
 HQ0743;                    North         East    Units  Estimated Accuracy
 HQ0743;SPC NV C     - 6,341,950.      494,690.      MT  (+/- 180 meters Scaled)
 HQ0743
 HQ0743                          SUPERSEDED SURVEY CONTROL
 HQ0743
 HQ0743.No superseded survey control is available for this station.
 HQ0743
 HQ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB240872(NAD 83)
 HQ0743_MARKER: Z = SEE DESCRIPTION
 HQ0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0743_SP_SET: BASE PLATE
 HQ0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0743
 HQ0743  HISTORY     - Date     Condition        Report By
 HQ0743  HISTORY     - UNK      MONUMENTED       CGS
 HQ0743  HISTORY     - 1968     GOOD             NGS
 HQ0743
 HQ0743                          STATION DESCRIPTION
 HQ0743
 HQ0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0743'AT TONOPAH TEST RANGE.
 HQ0743'POINT LEVELED TO WAS CENTER PUNCH MARK IN HEAVY ALUMINUM BASE
 HQ0743'PLATE FOR CZR CAMERA 23-08, DIRECTLY UNDER THE REAR GAGING MARK
 HQ0743'FOR CENTERING TRIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0056 ***********************************************************************
 HQ0056  DESIGNATION -  CZR 23 11 CP
 HQ0056  PID         -  HQ0056
 HQ0056  STATE/COUNTY-  NV/NYE
 HQ0056  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0056
 HQ0056                         *CURRENT SURVEY CONTROL
 HQ0056  ___________________________________________________________________
 HQ0056* NAD 83(1994)-  37 50 22.37520(N)    116 43 02.26348(W)     ADJUSTED  
 HQ0056* NAVD 88     -      1627.815  (meters)    5340.59   (feet)  ADJUSTED  
 HQ0056  ___________________________________________________________________
 HQ0056  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 HQ0056  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 HQ0056  DYNAMIC HT  -        1625.996 (meters)    5334.62  (feet)  COMP
 HQ0056  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 HQ0056
 HQ0056  HORZ ORDER  -  SECOND
 HQ0056  VERT ORDER  -  FIRST     CLASS II
 HQ0056
 HQ0056.The horizontal coordinates were established by classical geodetic methods
 HQ0056.and adjusted by the National Geodetic Survey in June 1998..
 HQ0056
 HQ0056.The orthometric height was determined by differential leveling
 HQ0056.and adjusted by the National Geodetic Survey in June 1991..
 HQ0056
 HQ0056.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0056
 HQ0056.The geoid height was determined by GEOID03.
 HQ0056
 HQ0056.The dynamic height is computed by dividing the NAVD 88
 HQ0056.geopotential number by the normal gravity value computed on the
 HQ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0056.degrees latitude (g = 980.6199 gals.).
 HQ0056
 HQ0056.The modeled gravity was interpolated from observed gravity values.
 HQ0056
 HQ0056;                    North         East     Units Scale Factor Converg.
 HQ0056;SPC NV C     - 6,342,797.325   495,543.927   MT  0.99990024   -0 01 51.8
 HQ0056;SPC NV C     -20,809,660.89  1,625,797.03   sFT  0.99990024   -0 01 51.8
 HQ0056;UTM  11      - 4,188,050.501   524,874.714   MT  0.99960762   +0 10 24.3
 HQ0056
 HQ0056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0056!SPC NV C     -   0.99974859  x   0.99990024  =   0.99964886
 HQ0056!UTM  11      -   0.99974859  x   0.99960762  =   0.99935631
 HQ0056
 HQ0056                          SUPERSEDED SURVEY CONTROL
 HQ0056
 HQ0056  NAD 83(1986)-  37 50 22.37188(N)    116 43 02.27162(W) AD(       ) 2
 HQ0056  NAD 27      -  37 50 22.59771(N)    116 42 59.04575(W) AD(       ) 2
 HQ0056  NGVD 29 (07/19/86) 1626.71   (m)         5337.0    (f) LEVELING    3  
 HQ0056
 HQ0056.Superseded values are not recommended for survey control.
 HQ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0056.See file dsdata.txt to determine how the superseded data were derived.
 HQ0056
 HQ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2487588051(NAD 83)
 HQ0056_MARKER: DE = TRAVERSE STATION DISK
 HQ0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0056_SP_SET: FLOOR
 HQ0056_STAMPING: CZR 23-11 CP 1968
 HQ0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0056
 HQ0056  HISTORY     - Date     Condition        Report By
 HQ0056  HISTORY     - 1968     MONUMENTED       CGS
 HQ0056  HISTORY     - 1968     GOOD             CGS
 HQ0056
 HQ0056                          STATION DESCRIPTION
 HQ0056
 HQ0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0056'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0056'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4-1/4 MILES
 HQ0056'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4-1/4 MILES SOUTHEAST
 HQ0056'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, IN
 HQ0056'CAMERA BUILDING 23-11.
 HQ0056'
 HQ0056'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED CZR
 HQ0056'23-11 CP 1968, SET IN A DRILL HOLE IN THE CONCRETE FLOOR OF
 HQ0056'THE CAMERA BUILDING, AND PLUMB BENEATH THE LENS OF THE CAMERA.
 HQ0056'
 HQ0056'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD
 HQ0056'TARGET.
 HQ0056
 HQ0056                          STATION RECOVERY (1968)
 HQ0056
 HQ0056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0056'AT TONOPAH TEST RANGE.
 HQ0056'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0056'MILES SOUTHEAST OF TONOPAH, IT IS ABOUT 4 1/4 MILES NORTHEAST
 HQ0056'OF THE TEST RANGE HEADQUARTERS, 4 1/4 MILES SOUTHEAST OF THE
 HQ0056'NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, IN CAMERA BUILDING
 HQ0056'23-11.  SET IN THE DRILL HOLE IN THE CONCRETE FLOOR OF THE
 HQ0056'CAMERA BUILDING AND PLUMB BENEATH THE LENS OF THE CAMERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0070 ***********************************************************************
 HQ0070  DESIGNATION -  CZR 23 11 OPTICS
 HQ0070  PID         -  HQ0070
 HQ0070  STATE/COUNTY-  NV/NYE
 HQ0070  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0070
 HQ0070                         *CURRENT SURVEY CONTROL
 HQ0070  ___________________________________________________________________
 HQ0070* NAD 83(1986)-  37 50 22.     (N)    116 42 58.     (W)     SCALED    
 HQ0070* NAVD 88     -      1629.332  (meters)    5345.57   (feet)  ADJUSTED  
 HQ0070  ___________________________________________________________________
 HQ0070  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 HQ0070  DYNAMIC HT  -        1627.511 (meters)    5339.59  (feet)  COMP
 HQ0070  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0070
 HQ0070  VERT ORDER  -  FIRST     CLASS II
 HQ0070
 HQ0070.The horizontal coordinates were scaled from a topographic map and have
 HQ0070.an estimated accuracy of +/- 6 seconds.
 HQ0070
 HQ0070.The orthometric height was determined by differential leveling
 HQ0070.and adjusted by the National Geodetic Survey in June 1991..
 HQ0070
 HQ0070.The geoid height was determined by GEOID03.
 HQ0070
 HQ0070.The dynamic height is computed by dividing the NAVD 88
 HQ0070.geopotential number by the normal gravity value computed on the
 HQ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0070.degrees latitude (g = 980.6199 gals.).
 HQ0070
 HQ0070.The modeled gravity was interpolated from observed gravity values.
 HQ0070
 HQ0070;                    North         East    Units  Estimated Accuracy
 HQ0070;SPC NV C     - 6,342,790.      495,650.      MT  (+/- 180 meters Scaled)
 HQ0070
 HQ0070                          SUPERSEDED SURVEY CONTROL
 HQ0070
 HQ0070.No superseded survey control is available for this station.
 HQ0070
 HQ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB249880(NAD 83)
 HQ0070_MARKER: Z = SEE DESCRIPTION
 HQ0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0070_SP_SET: TELESCOPE
 HQ0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0070
 HQ0070  HISTORY     - Date     Condition        Report By
 HQ0070  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0070  HISTORY     - 1968     GOOD             NGS
 HQ0070
 HQ0070                          STATION DESCRIPTION
 HQ0070
 HQ0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0070'AT TONOPAH TEST RANGE.
 HQ0070'THE TOP OF A VERTICAL PIN ON TRIVET ATTACHED TO OBJECTIVE END
 HQ0070'OF CZR CAMERA TELESCOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0088 ***********************************************************************
 HQ0088  DESIGNATION -  CZR 23 12 CP
 HQ0088  PID         -  HQ0088
 HQ0088  STATE/COUNTY-  NV/NYE
 HQ0088  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0088
 HQ0088                         *CURRENT SURVEY CONTROL
 HQ0088  ___________________________________________________________________
 HQ0088* NAD 83(1994)-  37 49 52.11050(N)    116 42 47.41125(W)     ADJUSTED  
 HQ0088* NAVD 88     -      1631.181  (meters)    5351.63   (feet)  ADJUSTED  
 HQ0088  ___________________________________________________________________
 HQ0088  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 HQ0088  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0088  DYNAMIC HT  -        1629.356 (meters)    5345.65  (feet)  COMP
 HQ0088  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 HQ0088
 HQ0088  HORZ ORDER  -  SECOND
 HQ0088  VERT ORDER  -  FIRST     CLASS II
 HQ0088
 HQ0088.The horizontal coordinates were established by classical geodetic methods
 HQ0088.and adjusted by the National Geodetic Survey in June 1998..
 HQ0088
 HQ0088.The orthometric height was determined by differential leveling
 HQ0088.and adjusted by the National Geodetic Survey in June 1991..
 HQ0088
 HQ0088.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0088
 HQ0088.The geoid height was determined by GEOID03.
 HQ0088
 HQ0088.The dynamic height is computed by dividing the NAVD 88
 HQ0088.geopotential number by the normal gravity value computed on the
 HQ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0088.degrees latitude (g = 980.6199 gals.).
 HQ0088
 HQ0088.The modeled gravity was interpolated from observed gravity values.
 HQ0088
 HQ0088;                    North         East     Units Scale Factor Converg.
 HQ0088;SPC NV C     - 6,341,864.124   495,906.578   MT  0.99990021   -0 01 42.7
 HQ0088;SPC NV C     -20,806,599.21  1,626,986.83   sFT  0.99990021   -0 01 42.7
 HQ0088;UTM  11      - 4,187,118.872   525,240.586   MT  0.99960785   +0 10 33.3
 HQ0088
 HQ0088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0088!SPC NV C     -   0.99974807  x   0.99990021  =   0.99964830
 HQ0088!UTM  11      -   0.99974807  x   0.99960785  =   0.99935601
 HQ0088
 HQ0088                          SUPERSEDED SURVEY CONTROL
 HQ0088
 HQ0088  NAD 83(1986)-  37 49 52.10718(N)    116 42 47.41939(W) AD(       ) 2
 HQ0088  NAD 27      -  37 49 52.33231(N)    116 42 44.19425(W) AD(       ) 2
 HQ0088  NGVD 29 (07/19/86) 1630.08   (m)         5348.0    (f) LEVELING    3  
 HQ0088
 HQ0088.Superseded values are not recommended for survey control.
 HQ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0088.See file dsdata.txt to determine how the superseded data were derived.
 HQ0088
 HQ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2524187119(NAD 83)
 HQ0088_MARKER: DE = TRAVERSE STATION DISK
 HQ0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0088_SP_SET: FLOOR
 HQ0088_STAMPING: CZR 23-12 CP 1968
 HQ0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0088
 HQ0088  HISTORY     - Date     Condition        Report By
 HQ0088  HISTORY     - 1968     MONUMENTED       CGS
 HQ0088  HISTORY     - 1968     GOOD             CGS
 HQ0088
 HQ0088                          STATION DESCRIPTION
 HQ0088
 HQ0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0088'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS
 HQ0088'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4-3/4 MILES
 HQ0088'SOUTHEAST OF THE NORTH GUARD GATE, KNOWN AS POINT ABLE, 3-3/4
 HQ0088'MILES NORTHEAST OF THE TEST RANGE HEADQUARTERS, INSIDE OF
 HQ0088'BUILDING NUMBER 23-12.
 HQ0088'
 HQ0088'THE POINT TRAVERSED TO IS A STANDARD TRAVERSE STATION DISK,
 HQ0088'CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF BUILDING
 HQ0088'NUMBER 23-12, AND STAMPED CZR 23-12 CP 1968.  THIS POINT IS
 HQ0088'DIRECTLY UNDER THE CAMERA LENS, BUILDING 23-12 IS A SMALL WOODEN
 HQ0088'BUILDING 8 FEET WIDE AND 10 FEET LONG, SITTING ON TOP OF A
 HQ0088'DIRT MOUND WHICH PROJECTS ABOUT 5 FEET.
 HQ0088'
 HQ0088'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION STATION
 HQ0088'23-12, DISTANCE BEING 2.721 METERS OR (8.93 FEET) WEST.
 HQ0088
 HQ0088                          STATION RECOVERY (1968)
 HQ0088
 HQ0088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0088'AT TONOPAH TEST RANGE.
 HQ0088'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS ABOUT 30 MILES
 HQ0088'SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 3/4 MILES SOUTHEAST OF THE
 HQ0088'NORTH GUARD GATE, KNOWN AS POINT ABLE, 3 3/4 MILES NORTHEAST OF
 HQ0088'THE TEST RANGE HEADQUARTERS, INSIDE OF BUILDING NUMBER 23-12.
 HQ0088'CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF BUILDING
 HQ0088'NUMBER 23-12, THIS POINT IS DIRECTLY UNDER THE CAMERA LENS.
 HQ0088'BUILDING 23-12 IS A SMALL WOODEN BUILDING 8 FEET WIDE AND 10
 HQ0088'FEET LONG, SITTING ON TOP OF A DIRT MOUND WHICH PROJECTS ABOUT
 HQ0088'5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0089 ***********************************************************************
 HQ0089  DESIGNATION -  CZR 23 12 OPTICS
 HQ0089  PID         -  HQ0089
 HQ0089  STATE/COUNTY-  NV/NYE
 HQ0089  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0089
 HQ0089                         *CURRENT SURVEY CONTROL
 HQ0089  ___________________________________________________________________
 HQ0089* NAD 83(1986)-  37 49 55.     (N)    116 42 45.     (W)     SCALED    
 HQ0089* NAVD 88     -      1632.688  (meters)    5356.58   (feet)  ADJUSTED  
 HQ0089  ___________________________________________________________________
 HQ0089  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0089  DYNAMIC HT  -        1630.861 (meters)    5350.58  (feet)  COMP
 HQ0089  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 HQ0089
 HQ0089  VERT ORDER  -  FIRST     CLASS II
 HQ0089
 HQ0089.The horizontal coordinates were scaled from a topographic map and have
 HQ0089.an estimated accuracy of +/- 6 seconds.
 HQ0089
 HQ0089.The orthometric height was determined by differential leveling
 HQ0089.and adjusted by the National Geodetic Survey in June 1991..
 HQ0089
 HQ0089.The geoid height was determined by GEOID03.
 HQ0089
 HQ0089.The dynamic height is computed by dividing the NAVD 88
 HQ0089.geopotential number by the normal gravity value computed on the
 HQ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0089.degrees latitude (g = 980.6199 gals.).
 HQ0089
 HQ0089.The modeled gravity was interpolated from observed gravity values.
 HQ0089
 HQ0089;                    North         East    Units  Estimated Accuracy
 HQ0089;SPC NV C     - 6,341,950.      495,970.      MT  (+/- 180 meters Scaled)
 HQ0089
 HQ0089                          SUPERSEDED SURVEY CONTROL
 HQ0089
 HQ0089.No superseded survey control is available for this station.
 HQ0089
 HQ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB252872(NAD 83)
 HQ0089_MARKER: Z = SEE DESCRIPTION
 HQ0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0089_SP_SET: TELESCOPE
 HQ0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0089
 HQ0089  HISTORY     - Date     Condition        Report By
 HQ0089  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0089  HISTORY     - 1968     GOOD             NGS
 HQ0089
 HQ0089                          STATION DESCRIPTION
 HQ0089
 HQ0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0089'AT TONOPAH TEST RANGE.
 HQ0089'THE TOP OF A VERTICAL PIN ON A TRIVET ATTACHED TO THE OBJECTIVE
 HQ0089'END OF CZR CAMERA TELESCOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0106 ***********************************************************************
 HQ0106  DESIGNATION -  CZR 23 18
 HQ0106  PID         -  HQ0106
 HQ0106  STATE/COUNTY-  NV/NYE
 HQ0106  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0106
 HQ0106                         *CURRENT SURVEY CONTROL
 HQ0106  ___________________________________________________________________
 HQ0106* NAD 83(1986)-  37 50 39.     (N)    116 43 10.     (W)     SCALED    
 HQ0106* NAVD 88     -      1627.871  (meters)    5340.77   (feet)  ADJUSTED  
 HQ0106  ___________________________________________________________________
 HQ0106  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0106  DYNAMIC HT  -        1626.053 (meters)    5334.81  (feet)  COMP
 HQ0106  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 HQ0106
 HQ0106  VERT ORDER  -  FIRST     CLASS II
 HQ0106
 HQ0106.The horizontal coordinates were scaled from a topographic map and have
 HQ0106.an estimated accuracy of +/- 6 seconds.
 HQ0106
 HQ0106.The orthometric height was determined by differential leveling
 HQ0106.and adjusted by the National Geodetic Survey in June 1991..
 HQ0106
 HQ0106.The geoid height was determined by GEOID03.
 HQ0106
 HQ0106.The dynamic height is computed by dividing the NAVD 88
 HQ0106.geopotential number by the normal gravity value computed on the
 HQ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0106.degrees latitude (g = 980.6199 gals.).
 HQ0106
 HQ0106.The modeled gravity was interpolated from observed gravity values.
 HQ0106
 HQ0106;                    North         East    Units  Estimated Accuracy
 HQ0106;SPC NV C     - 6,343,310.      495,360.      MT  (+/- 180 meters Scaled)
 HQ0106
 HQ0106                          SUPERSEDED SURVEY CONTROL
 HQ0106
 HQ0106.No superseded survey control is available for this station.
 HQ0106
 HQ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB246885(NAD 83)
 HQ0106_MARKER: Z = SEE DESCRIPTION
 HQ0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0106_SP_SET: FLOOR
 HQ0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0106
 HQ0106  HISTORY     - Date     Condition        Report By
 HQ0106  HISTORY     - UNK      MONUMENTED       CGS
 HQ0106  HISTORY     - 1968     GOOD             NGS
 HQ0106
 HQ0106                          STATION DESCRIPTION
 HQ0106
 HQ0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0106'AT TONOPAH TEST RANGE.
 HQ0106'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0106'MILES SOUTHEAST OF TONOPAH.  4 1/2 MILES NORTHEAST OF THE
 HQ0106'TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0106'GATE, WHICH IS CALLED POINT ABLE, IN CAMERA BUILDING 23-18.
 HQ0106'THE STATION MARK IS A PUNCH HOLE IN A BRASS PLUG SET IN THE
 HQ0106'CONCRETE FLOOR OF THE BUILDING.  IT IS PLUMB BENEATH THE LENS
 HQ0106'OF THE CAMERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0107 ***********************************************************************
 HQ0107  DESIGNATION -  CZR 23 18 OPTICS
 HQ0107  PID         -  HQ0107
 HQ0107  STATE/COUNTY-  NV/NYE
 HQ0107  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0107
 HQ0107                         *CURRENT SURVEY CONTROL
 HQ0107  ___________________________________________________________________
 HQ0107* NAD 83(1986)-  37 50 39.     (N)    116 43 10.     (W)     SCALED    
 HQ0107* NAVD 88     -      1629.378  (meters)    5345.72   (feet)  ADJUSTED  
 HQ0107  ___________________________________________________________________
 HQ0107  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0107  DYNAMIC HT  -        1627.558 (meters)    5339.75  (feet)  COMP
 HQ0107  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 HQ0107
 HQ0107  VERT ORDER  -  FIRST     CLASS II
 HQ0107
 HQ0107.The horizontal coordinates were scaled from a topographic map and have
 HQ0107.an estimated accuracy of +/- 6 seconds.
 HQ0107
 HQ0107.The orthometric height was determined by differential leveling
 HQ0107.and adjusted by the National Geodetic Survey in June 1991..
 HQ0107
 HQ0107.The geoid height was determined by GEOID03.
 HQ0107
 HQ0107.The dynamic height is computed by dividing the NAVD 88
 HQ0107.geopotential number by the normal gravity value computed on the
 HQ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0107.degrees latitude (g = 980.6199 gals.).
 HQ0107
 HQ0107.The modeled gravity was interpolated from observed gravity values.
 HQ0107
 HQ0107;                    North         East    Units  Estimated Accuracy
 HQ0107;SPC NV C     - 6,343,310.      495,360.      MT  (+/- 180 meters Scaled)
 HQ0107
 HQ0107                          SUPERSEDED SURVEY CONTROL
 HQ0107
 HQ0107.No superseded survey control is available for this station.
 HQ0107
 HQ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB246885(NAD 83)
 HQ0107_MARKER: Z = SEE DESCRIPTION
 HQ0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0107_SP_SET: TELESCOPE
 HQ0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0107
 HQ0107  HISTORY     - Date     Condition        Report By
 HQ0107  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0107  HISTORY     - 1968     GOOD             NGS
 HQ0107
 HQ0107                          STATION DESCRIPTION
 HQ0107
 HQ0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0107'AT TONOPAH TEST RANGE.
 HQ0107'THE TOP OF A VERTICAL PIN ON TRIVET ATTACHED TO OBJECTIVE END
 HQ0107'OF CZR CAMERA TELESCOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0104 ***********************************************************************
 HQ0104  DESIGNATION -  CZR 23 21 CP
 HQ0104  PID         -  HQ0104
 HQ0104  STATE/COUNTY-  NV/NYE
 HQ0104  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0104
 HQ0104                         *CURRENT SURVEY CONTROL
 HQ0104  ___________________________________________________________________
 HQ0104* NAD 83(1994)-  37 50 41.24421(N)    116 43 35.56788(W)     ADJUSTED  
 HQ0104* NAVD 88     -      1627.826  (meters)    5340.63   (feet)  ADJUSTED  
 HQ0104  ___________________________________________________________________
 HQ0104  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 HQ0104  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0104  DYNAMIC HT  -        1626.009 (meters)    5334.66  (feet)  COMP
 HQ0104  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 HQ0104
 HQ0104  HORZ ORDER  -  SECOND
 HQ0104  VERT ORDER  -  FIRST     CLASS II
 HQ0104
 HQ0104.The horizontal coordinates were established by classical geodetic methods
 HQ0104.and adjusted by the National Geodetic Survey in June 1998..
 HQ0104
 HQ0104.The orthometric height was determined by differential leveling
 HQ0104.and adjusted by the National Geodetic Survey in June 1991..
 HQ0104
 HQ0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0104
 HQ0104.The geoid height was determined by GEOID03.
 HQ0104
 HQ0104.The dynamic height is computed by dividing the NAVD 88
 HQ0104.geopotential number by the normal gravity value computed on the
 HQ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0104.degrees latitude (g = 980.6199 gals.).
 HQ0104
 HQ0104.The modeled gravity was interpolated from observed gravity values.
 HQ0104
 HQ0104;                    North         East     Units Scale Factor Converg.
 HQ0104;SPC NV C     - 6,343,379.509   494,730.057   MT  0.99990034   -0 02 12.3
 HQ0104;SPC NV C     -20,811,570.94  1,623,126.86   sFT  0.99990034   -0 02 12.3
 HQ0104;UTM  11      - 4,188,629.606   524,059.010   MT  0.99960713   +0 10 04.0
 HQ0104
 HQ0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0104!SPC NV C     -   0.99974859  x   0.99990034  =   0.99964895
 HQ0104!UTM  11      -   0.99974859  x   0.99960713  =   0.99935582
 HQ0104
 HQ0104                          SUPERSEDED SURVEY CONTROL
 HQ0104
 HQ0104  NAD 83(1986)-  37 50 41.24090(N)    116 43 35.57602(W) AD(       ) 2
 HQ0104  NAD 27      -  37 50 41.46716(N)    116 43 32.34898(W) AD(       ) 2
 HQ0104  NGVD 29 (07/19/86) 1626.72   (m)         5337.0    (f) LEVELING    3  
 HQ0104
 HQ0104.Superseded values are not recommended for survey control.
 HQ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0104.See file dsdata.txt to determine how the superseded data were derived.
 HQ0104
 HQ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2405988630(NAD 83)
 HQ0104_MARKER: DE = TRAVERSE STATION DISK
 HQ0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0104_SP_SET: FLOOR
 HQ0104_STAMPING: CZR 23-21 CP 1968
 HQ0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0104
 HQ0104  HISTORY     - Date     Condition        Report By
 HQ0104  HISTORY     - 1968     MONUMENTED       CGS
 HQ0104  HISTORY     - 1968     GOOD             CGS
 HQ0104
 HQ0104                          STATION DESCRIPTION
 HQ0104
 HQ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0104'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0104'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4-1/4 MILES
 HQ0104'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 3-3/4 MILES SOUTHEAST
 HQ0104'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, IN CAMERA
 HQ0104'BUILDING 23-21.
 HQ0104'
 HQ0104'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED CZR
 HQ0104'23-21 CP 1968, SET IN A DRILL HOLE IN THE CONCRETE FLOOR OF
 HQ0104'THE CAMERA BUILDING.  THE MARK IS PLUMB BENEATH THE LENS
 HQ0104'OF THE CAMERA.
 HQ0104'
 HQ0104'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0104'HARD TARGET.
 HQ0104
 HQ0104                          STATION RECOVERY (1968)
 HQ0104
 HQ0104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0104'AT TONOPAH TEST RANGE.
 HQ0104'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0104'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4 1/4 MILES NORTHEAST
 HQ0104'OF THE TEST RANGE HEADQUARTERS, 3 3/4 MILES SOUTHEAST OF THE
 HQ0104'NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, IN CAMERA BUILDING
 HQ0104'23-21.  SET IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE CAMERA
 HQ0104'BUILDING.  THE MARK IS PLUMB BENEATH THE LENS OF THE CAMERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0105 ***********************************************************************
 HQ0105  DESIGNATION -  CZR 23 21 OPTICS
 HQ0105  PID         -  HQ0105
 HQ0105  STATE/COUNTY-  NV/NYE
 HQ0105  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0105
 HQ0105                         *CURRENT SURVEY CONTROL
 HQ0105  ___________________________________________________________________
 HQ0105* NAD 83(1986)-  37 50 34.     (N)    116 43 39.     (W)     SCALED    
 HQ0105* NAVD 88     -      1629.330  (meters)    5345.56   (feet)  ADJUSTED  
 HQ0105  ___________________________________________________________________
 HQ0105  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0105  DYNAMIC HT  -        1627.511 (meters)    5339.59  (feet)  COMP
 HQ0105  MODELED GRAV-     979,456.2   (mgal)                       NAVD 88
 HQ0105
 HQ0105  VERT ORDER  -  FIRST     CLASS II
 HQ0105
 HQ0105.The horizontal coordinates were scaled from a topographic map and have
 HQ0105.an estimated accuracy of +/- 6 seconds.
 HQ0105
 HQ0105.The orthometric height was determined by differential leveling
 HQ0105.and adjusted by the National Geodetic Survey in June 1991..
 HQ0105
 HQ0105.The geoid height was determined by GEOID03.
 HQ0105
 HQ0105.The dynamic height is computed by dividing the NAVD 88
 HQ0105.geopotential number by the normal gravity value computed on the
 HQ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0105.degrees latitude (g = 980.6199 gals.).
 HQ0105
 HQ0105.The modeled gravity was interpolated from observed gravity values.
 HQ0105
 HQ0105;                    North         East    Units  Estimated Accuracy
 HQ0105;SPC NV C     - 6,343,160.      494,650.      MT  (+/- 180 meters Scaled)
 HQ0105
 HQ0105                          SUPERSEDED SURVEY CONTROL
 HQ0105
 HQ0105.No superseded survey control is available for this station.
 HQ0105
 HQ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB239884(NAD 83)
 HQ0105_MARKER: Z = SEE DESCRIPTION
 HQ0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0105_SP_SET: TELESCOPE
 HQ0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0105
 HQ0105  HISTORY     - Date     Condition        Report By
 HQ0105  HISTORY     - UNK      MONUMENTED       SANDIA
 HQ0105  HISTORY     - 1968     GOOD             NGS
 HQ0105
 HQ0105                          STATION DESCRIPTION
 HQ0105
 HQ0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0105'AT TONOPAH TEST RANGE.
 HQ0105'THE TOP OF VERTICAL PIN ON TRIVET ATTACHED TO OBJECTIVE END
 HQ0105'OF CZR CAMERA TELESCOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0695 ***********************************************************************
 HQ0695  DESIGNATION -  CZR TB 1
 HQ0695  PID         -  HQ0695
 HQ0695  STATE/COUNTY-  NV/NYE
 HQ0695  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0695
 HQ0695                         *CURRENT SURVEY CONTROL
 HQ0695  ___________________________________________________________________
 HQ0695* NAD 83(1994)-  37 50 02.83352(N)    116 43 43.19063(W)     ADJUSTED  
 HQ0695* NAVD 88     -      1626.996  (meters)    5337.90   (feet)  ADJUSTED  
 HQ0695  ___________________________________________________________________
 HQ0695  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HQ0695  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0695  DYNAMIC HT  -        1625.178 (meters)    5331.94  (feet)  COMP
 HQ0695  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 HQ0695
 HQ0695  HORZ ORDER  -  SECOND
 HQ0695  VERT ORDER  -  FIRST     CLASS II
 HQ0695
 HQ0695.The horizontal coordinates were established by classical geodetic methods
 HQ0695.and adjusted by the National Geodetic Survey in June 1998..
 HQ0695
 HQ0695.The orthometric height was determined by differential leveling
 HQ0695.and adjusted by the National Geodetic Survey in June 1991..
 HQ0695
 HQ0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0695
 HQ0695.The geoid height was determined by GEOID03.
 HQ0695
 HQ0695.The dynamic height is computed by dividing the NAVD 88
 HQ0695.geopotential number by the normal gravity value computed on the
 HQ0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0695.degrees latitude (g = 980.6199 gals.).
 HQ0695
 HQ0695.The modeled gravity was interpolated from observed gravity values.
 HQ0695
 HQ0695;                    North         East     Units Scale Factor Converg.
 HQ0695;SPC NV C     - 6,342,195.489   494,542.919   MT  0.99990037   -0 02 16.9
 HQ0695;SPC NV C     -20,807,686.37  1,622,512.89   sFT  0.99990037   -0 02 16.9
 HQ0695;UTM  11      - 4,187,445.274   523,876.153   MT  0.99960702   +0 09 59.2
 HQ0695
 HQ0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0695!SPC NV C     -   0.99974872  x   0.99990037  =   0.99964912
 HQ0695!UTM  11      -   0.99974872  x   0.99960702  =   0.99935584
 HQ0695
 HQ0695                          SUPERSEDED SURVEY CONTROL
 HQ0695
 HQ0695  NAD 83(1986)-  37 50 02.83021(N)    116 43 43.19878(W) AD(       ) 2
 HQ0695  NAD 27      -  37 50 03.05585(N)    116 43 39.97194(W) AD(       ) 2
 HQ0695  NGVD 29 (07/19/86) 1625.89   (m)         5334.3    (f) LEVELING    3  
 HQ0695
 HQ0695.Superseded values are not recommended for survey control.
 HQ0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0695.See file dsdata.txt to determine how the superseded data were derived.
 HQ0695
 HQ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2387687445(NAD 83)
 HQ0695_MARKER: DE = TRAVERSE STATION DISK
 HQ0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0695_STAMPING: 1 1968
 HQ0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0695+STABILITY: SURFACE MOTION
 HQ0695
 HQ0695  HISTORY     - Date     Condition        Report By
 HQ0695  HISTORY     - 1968     MONUMENTED       CGS
 HQ0695  HISTORY     - 1968     GOOD             CGS
 HQ0695
 HQ0695                          STATION DESCRIPTION
 HQ0695
 HQ0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0695'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0695'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0695'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0695'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0695'TARGET AREA.
 HQ0695'
 HQ0695'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 1 1968, SET
 HQ0695'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH BENEATH TARGET
 HQ0695'BOARD NUMBER 1.  IT IS 142 FEET WEST OF A LARGE CONCRETE PAD WHICH
 HQ0695'IS CALLED HARD TARGET.
 HQ0695'
 HQ0695'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0695
 HQ0695                          STATION RECOVERY (1968)
 HQ0695
 HQ0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0695'AT TONOPAH TEST RANGE.
 HQ0695'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0695'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0695'OF THE TEST RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE
 HQ0695'NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0695'TARGET AREA.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 HQ0695'FLUSH BENEATH TARGET BOARD NUMBER 1.  IT IS 142 FEET WEST OF
 HQ0695'A LARGE CONCRETE PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0704 ***********************************************************************
 HQ0704  DESIGNATION -  CZR TB 10
 HQ0704  PID         -  HQ0704
 HQ0704  STATE/COUNTY-  NV/NYE
 HQ0704  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0704
 HQ0704                         *CURRENT SURVEY CONTROL
 HQ0704  ___________________________________________________________________
 HQ0704* NAD 83(1994)-  37 49 59.32194(N)    116 43 39.75231(W)     ADJUSTED  
 HQ0704* NAVD 88     -      1627.896  (meters)    5340.86   (feet)  ADJUSTED  
 HQ0704  ___________________________________________________________________
 HQ0704  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0704  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0704  DYNAMIC HT  -        1626.076 (meters)    5334.88  (feet)  COMP
 HQ0704  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 HQ0704
 HQ0704  HORZ ORDER  -  SECOND
 HQ0704  VERT ORDER  -  FIRST     CLASS II
 HQ0704
 HQ0704.The horizontal coordinates were established by classical geodetic methods
 HQ0704.and adjusted by the National Geodetic Survey in June 1998..
 HQ0704
 HQ0704.The orthometric height was determined by differential leveling
 HQ0704.and adjusted by the National Geodetic Survey in June 1991..
 HQ0704
 HQ0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0704
 HQ0704.The geoid height was determined by GEOID03.
 HQ0704
 HQ0704.The dynamic height is computed by dividing the NAVD 88
 HQ0704.geopotential number by the normal gravity value computed on the
 HQ0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0704.degrees latitude (g = 980.6199 gals.).
 HQ0704
 HQ0704.The modeled gravity was interpolated from observed gravity values.
 HQ0704
 HQ0704;                    North         East     Units Scale Factor Converg.
 HQ0704;SPC NV C     - 6,342,087.177   494,626.916   MT  0.99990036   -0 02 14.8
 HQ0704;SPC NV C     -20,807,331.01  1,622,788.47   sFT  0.99990036   -0 02 14.8
 HQ0704;UTM  11      - 4,187,337.294   523,960.511   MT  0.99960707   +0 10 01.3
 HQ0704
 HQ0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0704!SPC NV C     -   0.99974858  x   0.99990036  =   0.99964897
 HQ0704!UTM  11      -   0.99974858  x   0.99960707  =   0.99935575
 HQ0704
 HQ0704                          SUPERSEDED SURVEY CONTROL
 HQ0704
 HQ0704  NAD 83(1986)-  37 49 59.31862(N)    116 43 39.76047(W) AD(       ) 2
 HQ0704  NAD 27      -  37 49 59.54461(N)    116 43 36.53302(W) AD(       ) 2
 HQ0704  NGVD 29 (07/19/86) 1626.79   (m)         5337.2    (f) LEVELING    3  
 HQ0704
 HQ0704.Superseded values are not recommended for survey control.
 HQ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0704.See file dsdata.txt to determine how the superseded data were derived.
 HQ0704
 HQ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2396187337(NAD 83)
 HQ0704_MARKER: DE = TRAVERSE STATION DISK
 HQ0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0704_SP_SET: CONCRETE MASS
 HQ0704_STAMPING: 10 1968
 HQ0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0704
 HQ0704  HISTORY     - Date     Condition        Report By
 HQ0704  HISTORY     - 1968     MONUMENTED       CGS
 HQ0704  HISTORY     - 1968     GOOD             CGS
 HQ0704
 HQ0704                          STATION DESCRIPTION
 HQ0704
 HQ0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0704'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0704'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0704'NORTHWEST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHWEST
 HQ0704'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A LARGE
 HQ0704'CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0704'
 HQ0704'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 10 1968,
 HQ0704'SET IN A DRILL HOLE IN CONCRETE BENEATH TARGET BOARD NUMBER 10.
 HQ0704'
 HQ0704'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0704
 HQ0704                          STATION RECOVERY (1968)
 HQ0704
 HQ0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0704'AT TONOPAH TEST RANGE.
 HQ0704'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT
 HQ0704'30 MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHWEST OF THE
 HQ0704'TEST RANGE HEADQUARTERS, 5 1/2 MILES SOUTHWEST OF THE NORTH
 HQ0704'GUARD GATE, WHICH IS CALLED POINT ABLE, ON A LARGE CONCRETE
 HQ0704'PAD WHICH IS CALLED HARD TARGET.  SET IN A DRILL HOLE IN CONCRETE
 HQ0704'BENEATH TARGET BOARD NUMBER 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0705 ***********************************************************************
 HQ0705  DESIGNATION -  CZR TB 11
 HQ0705  PID         -  HQ0705
 HQ0705  STATE/COUNTY-  NV/NYE
 HQ0705  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0705
 HQ0705                         *CURRENT SURVEY CONTROL
 HQ0705  ___________________________________________________________________
 HQ0705* NAD 83(1994)-  37 49 58.93143(N)    116 43 39.36839(W)     ADJUSTED  
 HQ0705* NAVD 88     -      1627.920  (meters)    5340.93   (feet)  ADJUSTED  
 HQ0705  ___________________________________________________________________
 HQ0705  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0705  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0705  DYNAMIC HT  -        1626.101 (meters)    5334.97  (feet)  COMP
 HQ0705  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 HQ0705
 HQ0705  HORZ ORDER  -  SECOND
 HQ0705  VERT ORDER  -  FIRST     CLASS II
 HQ0705
 HQ0705.The horizontal coordinates were established by classical geodetic methods
 HQ0705.and adjusted by the National Geodetic Survey in June 1998..
 HQ0705
 HQ0705.The orthometric height was determined by differential leveling
 HQ0705.and adjusted by the National Geodetic Survey in June 1991..
 HQ0705
 HQ0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0705
 HQ0705.The geoid height was determined by GEOID03.
 HQ0705
 HQ0705.The dynamic height is computed by dividing the NAVD 88
 HQ0705.geopotential number by the normal gravity value computed on the
 HQ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0705.degrees latitude (g = 980.6199 gals.).
 HQ0705
 HQ0705.The modeled gravity was interpolated from observed gravity values.
 HQ0705
 HQ0705;                    North         East     Units Scale Factor Converg.
 HQ0705;SPC NV C     - 6,342,075.132   494,636.295   MT  0.99990035   -0 02 14.6
 HQ0705;SPC NV C     -20,807,291.50  1,622,819.24   sFT  0.99990035   -0 02 14.6
 HQ0705;UTM  11      - 4,187,325.286   523,969.931   MT  0.99960708   +0 10 01.5
 HQ0705
 HQ0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0705!SPC NV C     -   0.99974858  x   0.99990035  =   0.99964895
 HQ0705!UTM  11      -   0.99974858  x   0.99960708  =   0.99935576
 HQ0705
 HQ0705                          SUPERSEDED SURVEY CONTROL
 HQ0705
 HQ0705  NAD 83(1986)-  37 49 58.92811(N)    116 43 39.37654(W) AD(       ) 2
 HQ0705  NAD 27      -  37 49 59.15379(N)    116 43 36.14964(W) AD(       ) 2
 HQ0705  NGVD 29 (07/19/86) 1626.82   (m)         5337.3    (f) LEVELING    3  
 HQ0705
 HQ0705.Superseded values are not recommended for survey control.
 HQ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0705.See file dsdata.txt to determine how the superseded data were derived.
 HQ0705
 HQ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2397087325(NAD 83)
 HQ0705_MARKER: DE = TRAVERSE STATION DISK
 HQ0705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0705_SP_SET: CONCRETE MASS
 HQ0705_STAMPING: 11 1968
 HQ0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0705
 HQ0705  HISTORY     - Date     Condition        Report By
 HQ0705  HISTORY     - 1968     MONUMENTED       CGS
 HQ0705  HISTORY     - 1968     GOOD             CGS
 HQ0705
 HQ0705                          STATION DESCRIPTION
 HQ0705
 HQ0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0705'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0705'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0705'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0705'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A LARGE
 HQ0705'CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0705'
 HQ0705'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 11 1968,
 HQ0705'SET IN A DRILL HOLE IN CONCRETE BENEATH TARGET BOARD NUMBER 11.
 HQ0705'
 HQ0705'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD
 HQ0705'TARGET.
 HQ0705
 HQ0705                          STATION RECOVERY (1968)
 HQ0705
 HQ0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0705'AT TONOPAH TEST RANGE.
 HQ0705'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0705'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0705'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0705'GATE, WHICH IS CALLED POINT ABLE, ON A LARGE CONCRETE PAD WHICH
 HQ0705'IS CALLED HARD TARGET.  SET IN A DRILL HOLE IN CONCRETE BENEATH
 HQ0705'TARGET BOARD NUMBER 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0706 ***********************************************************************
 HQ0706  DESIGNATION -  CZR TB 12
 HQ0706  PID         -  HQ0706
 HQ0706  STATE/COUNTY-  NV/NYE
 HQ0706  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0706
 HQ0706                         *CURRENT SURVEY CONTROL
 HQ0706  ___________________________________________________________________
 HQ0706* NAD 83(1994)-  37 49 58.54114(N)    116 43 38.98713(W)     ADJUSTED  
 HQ0706* NAVD 88     -      1627.908  (meters)    5340.89   (feet)  ADJUSTED  
 HQ0706  ___________________________________________________________________
 HQ0706  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0706  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0706  DYNAMIC HT  -        1626.089 (meters)    5334.93  (feet)  COMP
 HQ0706  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 HQ0706
 HQ0706  HORZ ORDER  -  SECOND
 HQ0706  VERT ORDER  -  FIRST     CLASS II
 HQ0706
 HQ0706.The horizontal coordinates were established by classical geodetic methods
 HQ0706.and adjusted by the National Geodetic Survey in June 1998..
 HQ0706
 HQ0706.The orthometric height was determined by differential leveling
 HQ0706.and adjusted by the National Geodetic Survey in June 1991..
 HQ0706
 HQ0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0706
 HQ0706.The geoid height was determined by GEOID03.
 HQ0706
 HQ0706.The dynamic height is computed by dividing the NAVD 88
 HQ0706.geopotential number by the normal gravity value computed on the
 HQ0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0706.degrees latitude (g = 980.6199 gals.).
 HQ0706
 HQ0706.The modeled gravity was interpolated from observed gravity values.
 HQ0706
 HQ0706;                    North         East     Units Scale Factor Converg.
 HQ0706;SPC NV C     - 6,342,063.094   494,645.609   MT  0.99990035   -0 02 14.3
 HQ0706;SPC NV C     -20,807,252.00  1,622,849.80   sFT  0.99990035   -0 02 14.3
 HQ0706;UTM  11      - 4,187,313.285   523,979.285   MT  0.99960708   +0 10 01.7
 HQ0706
 HQ0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0706!SPC NV C     -   0.99974858  x   0.99990035  =   0.99964895
 HQ0706!UTM  11      -   0.99974858  x   0.99960708  =   0.99935576
 HQ0706
 HQ0706                          SUPERSEDED SURVEY CONTROL
 HQ0706
 HQ0706  NAD 83(1986)-  37 49 58.53782(N)    116 43 38.99528(W) AD(       ) 2
 HQ0706  NAD 27      -  37 49 58.76316(N)    116 43 35.76870(W) AD(       ) 2
 HQ0706  NGVD 29 (07/19/86) 1626.80   (m)         5337.3    (f) LEVELING    3  
 HQ0706
 HQ0706.Superseded values are not recommended for survey control.
 HQ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0706.See file dsdata.txt to determine how the superseded data were derived.
 HQ0706
 HQ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2397987313(NAD 83)
 HQ0706_MARKER: DE = TRAVERSE STATION DISK
 HQ0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0706_SP_SET: CONCRETE MASS
 HQ0706_STAMPING: 12 1968
 HQ0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0706
 HQ0706  HISTORY     - Date     Condition        Report By
 HQ0706  HISTORY     - 1968     MONUMENTED       CGS
 HQ0706  HISTORY     - 1968     GOOD             CGS
 HQ0706
 HQ0706                          STATION DESCRIPTION
 HQ0706
 HQ0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0706'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0706'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0706'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0706'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A LARGE
 HQ0706'CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0706'
 HQ0706'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 12 1968,
 HQ0706'SET IN A DRILL HOLE IN CONCRETE BENEATH TARGET BOARD NUMBER 12.
 HQ0706'
 HQ0706'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0706
 HQ0706                          STATION RECOVERY (1968)
 HQ0706
 HQ0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0706'AT TONOPAH TEST RANGE.
 HQ0706'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0706'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0706'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0706'GATE, WHICH IS CALLED POINT ABLE, ON A LARGE CONCRETE PAD WHICH
 HQ0706'IS CALLED HARD TARGET.  SET IN A DRILL HOLE IN CONCRETE BENEATH
 HQ0706'TARGET BOARD NUMBER 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0707 ***********************************************************************
 HQ0707  DESIGNATION -  CZR TB 13
 HQ0707  PID         -  HQ0707
 HQ0707  STATE/COUNTY-  NV/NYE
 HQ0707  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0707
 HQ0707                         *CURRENT SURVEY CONTROL
 HQ0707  ___________________________________________________________________
 HQ0707* NAD 83(1994)-  37 49 58.15008(N)    116 43 38.60187(W)     ADJUSTED  
 HQ0707* NAVD 88     -      1627.928  (meters)    5340.96   (feet)  ADJUSTED  
 HQ0707  ___________________________________________________________________
 HQ0707  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0707  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0707  DYNAMIC HT  -        1626.109 (meters)    5334.99  (feet)  COMP
 HQ0707  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 HQ0707
 HQ0707  HORZ ORDER  -  SECOND
 HQ0707  VERT ORDER  -  FIRST     CLASS II
 HQ0707
 HQ0707.The horizontal coordinates were established by classical geodetic methods
 HQ0707.and adjusted by the National Geodetic Survey in June 1998..
 HQ0707
 HQ0707.The orthometric height was determined by differential leveling
 HQ0707.and adjusted by the National Geodetic Survey in June 1991..
 HQ0707
 HQ0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0707
 HQ0707.The geoid height was determined by GEOID03.
 HQ0707
 HQ0707.The dynamic height is computed by dividing the NAVD 88
 HQ0707.geopotential number by the normal gravity value computed on the
 HQ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0707.degrees latitude (g = 980.6199 gals.).
 HQ0707
 HQ0707.The modeled gravity was interpolated from observed gravity values.
 HQ0707
 HQ0707;                    North         East     Units Scale Factor Converg.
 HQ0707;SPC NV C     - 6,342,051.033   494,655.021   MT  0.99990035   -0 02 14.1
 HQ0707;SPC NV C     -20,807,212.43  1,622,880.68   sFT  0.99990035   -0 02 14.1
 HQ0707;UTM  11      - 4,187,301.260   523,988.737   MT  0.99960709   +0 10 02.0
 HQ0707
 HQ0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0707!SPC NV C     -   0.99974858  x   0.99990035  =   0.99964895
 HQ0707!UTM  11      -   0.99974858  x   0.99960709  =   0.99935577
 HQ0707
 HQ0707                          SUPERSEDED SURVEY CONTROL
 HQ0707
 HQ0707  NAD 83(1986)-  37 49 58.14676(N)    116 43 38.61002(W) AD(       ) 2
 HQ0707  NAD 27      -  37 49 58.37208(N)    116 43 35.38341(W) AD(       ) 2
 HQ0707  NGVD 29 (07/19/86) 1626.82   (m)         5337.3    (f) LEVELING    3  
 HQ0707
 HQ0707.Superseded values are not recommended for survey control.
 HQ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0707.See file dsdata.txt to determine how the superseded data were derived.
 HQ0707
 HQ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2398987301(NAD 83)
 HQ0707_MARKER: DE = TRAVERSE STATION DISK
 HQ0707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0707_SP_SET: CONCRETE MASS
 HQ0707_STAMPING: 13 1968
 HQ0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0707
 HQ0707  HISTORY     - Date     Condition        Report By
 HQ0707  HISTORY     - 1968     MONUMENTED       CGS
 HQ0707  HISTORY     - 1968     GOOD             CGS
 HQ0707
 HQ0707                          STATION DESCRIPTION
 HQ0707
 HQ0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0707'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0707'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0707'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0707'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A LARGE
 HQ0707'CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0707'
 HQ0707'THE MARK IS A STANDARD TRAVERSE DISK STAMPED 13 1968, SET IN A
 HQ0707'DRILL HOLE IN CONCRETE BENEATH TARGET BOARD NUMBER 13.
 HQ0707'
 HQ0707'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0707
 HQ0707                          STATION RECOVERY (1968)
 HQ0707
 HQ0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0707'AT TONOPAH TEST RANGE.
 HQ0707'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0707'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0707'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0707'GATE, WHICH IS CALLED POINT ABLE, ON A LARGE CONCRETE PAD WHICH
 HQ0707'IS CALLED HARD TARGET.  SET IN A DRILL HOLE IN CONCRETE
 HQ0707'BENEATH TARGET BOARD NUMBER 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0708 ***********************************************************************
 HQ0708  DESIGNATION -  CZR TB 14
 HQ0708  PID         -  HQ0708
 HQ0708  STATE/COUNTY-  NV/NYE
 HQ0708  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0708
 HQ0708                         *CURRENT SURVEY CONTROL
 HQ0708  ___________________________________________________________________
 HQ0708* NAD 83(1994)-  37 49 57.75690(N)    116 43 38.22460(W)     ADJUSTED  
 HQ0708* NAVD 88     -      1627.945  (meters)    5341.02   (feet)  ADJUSTED  
 HQ0708  ___________________________________________________________________
 HQ0708  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0708  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0708  DYNAMIC HT  -        1626.125 (meters)    5335.05  (feet)  COMP
 HQ0708  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 HQ0708
 HQ0708  HORZ ORDER  -  SECOND
 HQ0708  VERT ORDER  -  FIRST     CLASS II
 HQ0708
 HQ0708.The horizontal coordinates were established by classical geodetic methods
 HQ0708.and adjusted by the National Geodetic Survey in June 1998..
 HQ0708
 HQ0708.The orthometric height was determined by differential leveling
 HQ0708.and adjusted by the National Geodetic Survey in June 1991..
 HQ0708
 HQ0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0708
 HQ0708.The geoid height was determined by GEOID03.
 HQ0708
 HQ0708.The dynamic height is computed by dividing the NAVD 88
 HQ0708.geopotential number by the normal gravity value computed on the
 HQ0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0708.degrees latitude (g = 980.6199 gals.).
 HQ0708
 HQ0708.The modeled gravity was interpolated from observed gravity values.
 HQ0708
 HQ0708;                    North         East     Units Scale Factor Converg.
 HQ0708;SPC NV C     - 6,342,038.905   494,664.238   MT  0.99990035   -0 02 13.8
 HQ0708;SPC NV C     -20,807,172.64  1,622,910.92   sFT  0.99990035   -0 02 13.8
 HQ0708;UTM  11      - 4,187,289.170   523,997.994   MT  0.99960709   +0 10 02.2
 HQ0708
 HQ0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0708!SPC NV C     -   0.99974857  x   0.99990035  =   0.99964895
 HQ0708!UTM  11      -   0.99974857  x   0.99960709  =   0.99935576
 HQ0708
 HQ0708                          SUPERSEDED SURVEY CONTROL
 HQ0708
 HQ0708  NAD 83(1986)-  37 49 57.75359(N)    116 43 38.23275(W) AD(       ) 2
 HQ0708  NAD 27      -  37 49 57.97892(N)    116 43 35.00611(W) AD(       ) 2
 HQ0708  NGVD 29 (07/19/86) 1626.84   (m)         5337.4    (f) LEVELING    3  
 HQ0708
 HQ0708.Superseded values are not recommended for survey control.
 HQ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0708.See file dsdata.txt to determine how the superseded data were derived.
 HQ0708
 HQ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2399887289(NAD 83)
 HQ0708_MARKER: DE = TRAVERSE STATION DISK
 HQ0708_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0708_SP_SET: CONCRETE MASS
 HQ0708_STAMPING: 14 1968
 HQ0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0708
 HQ0708  HISTORY     - Date     Condition        Report By
 HQ0708  HISTORY     - 1968     MONUMENTED       CGS
 HQ0708  HISTORY     - 1968     GOOD             CGS
 HQ0708
 HQ0708                          STATION DESCRIPTION
 HQ0708
 HQ0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0708'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0708'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0708'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0708'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A LARGE
 HQ0708'CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0708'
 HQ0708'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 14 1968,
 HQ0708'SET IN A DRILL HOLE IN CONCRETE BENEATH TARGET BOARD NUMBER 14.
 HQ0708'
 HQ0708'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0708
 HQ0708                          STATION RECOVERY (1968)
 HQ0708
 HQ0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0708'AT TONOPAH TEST RANGE.
 HQ0708'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0708'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0708'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0708'GATE, WHICH IS CALLED POINT ABLE, ON A LARGE CONCRETE PAD WHICH
 HQ0708'IS CALLED HARD TARGET.  SET IN A DRILL HOLE IN CONCRETE BENEATH
 HQ0708'TARGET BOARD NUMBER 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0709 ***********************************************************************
 HQ0709  DESIGNATION -  CZR TB 15
 HQ0709  PID         -  HQ0709
 HQ0709  STATE/COUNTY-  NV/NYE
 HQ0709  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0709
 HQ0709                         *CURRENT SURVEY CONTROL
 HQ0709  ___________________________________________________________________
 HQ0709* NAD 83(1994)-  37 49 57.37024(N)    116 43 37.84127(W)     ADJUSTED  
 HQ0709* NAVD 88     -      1627.960  (meters)    5341.07   (feet)  ADJUSTED  
 HQ0709  ___________________________________________________________________
 HQ0709  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0709  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0709  DYNAMIC HT  -        1626.140 (meters)    5335.09  (feet)  COMP
 HQ0709  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0709
 HQ0709  HORZ ORDER  -  SECOND
 HQ0709  VERT ORDER  -  FIRST     CLASS II
 HQ0709
 HQ0709.The horizontal coordinates were established by classical geodetic methods
 HQ0709.and adjusted by the National Geodetic Survey in June 1998..
 HQ0709
 HQ0709.The orthometric height was determined by differential leveling
 HQ0709.and adjusted by the National Geodetic Survey in June 1991..
 HQ0709
 HQ0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0709
 HQ0709.The geoid height was determined by GEOID03.
 HQ0709
 HQ0709.The dynamic height is computed by dividing the NAVD 88
 HQ0709.geopotential number by the normal gravity value computed on the
 HQ0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0709.degrees latitude (g = 980.6199 gals.).
 HQ0709
 HQ0709.The modeled gravity was interpolated from observed gravity values.
 HQ0709
 HQ0709;                    North         East     Units Scale Factor Converg.
 HQ0709;SPC NV C     - 6,342,026.979   494,673.603   MT  0.99990035   -0 02 13.6
 HQ0709;SPC NV C     -20,807,133.51  1,622,941.65   sFT  0.99990035   -0 02 13.6
 HQ0709;UTM  11      - 4,187,277.280   524,007.399   MT  0.99960710   +0 10 02.4
 HQ0709
 HQ0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0709!SPC NV C     -   0.99974857  x   0.99990035  =   0.99964895
 HQ0709!UTM  11      -   0.99974857  x   0.99960710  =   0.99935577
 HQ0709
 HQ0709                          SUPERSEDED SURVEY CONTROL
 HQ0709
 HQ0709  NAD 83(1986)-  37 49 57.36693(N)    116 43 37.84942(W) AD(       ) 2
 HQ0709  NAD 27      -  37 49 57.59228(N)    116 43 34.62277(W) AD(       ) 2
 HQ0709  NGVD 29 (07/19/86) 1626.85   (m)         5337.4    (f) LEVELING    3  
 HQ0709
 HQ0709.Superseded values are not recommended for survey control.
 HQ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0709.See file dsdata.txt to determine how the superseded data were derived.
 HQ0709
 HQ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2400787277(NAD 83)
 HQ0709_MARKER: DE = TRAVERSE STATION DISK
 HQ0709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0709_SP_SET: CONCRETE MASS
 HQ0709_STAMPING: 15 1968
 HQ0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0709
 HQ0709  HISTORY     - Date     Condition        Report By
 HQ0709  HISTORY     - 1968     MONUMENTED       CGS
 HQ0709  HISTORY     - 1968     GOOD             CGS
 HQ0709
 HQ0709                          STATION DESCRIPTION
 HQ0709
 HQ0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0709'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0709'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0709'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0709'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A LARGE
 HQ0709'CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0709'
 HQ0709'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 15 1968, SET
 HQ0709'IN A DRILL HOLE IN CONCRETE BENEATH TARGET BOARD NUMBER 15.
 HQ0709'
 HQ0709'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0709
 HQ0709                          STATION RECOVERY (1968)
 HQ0709
 HQ0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0709'AT TONOPAH TEST RANGE.
 HQ0709'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0709'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0709'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0709'GATE, WHICH IS CALLED POINT ABLE, ON A LARGE CONCRETE PAD
 HQ0709'WHICH IS CALLED HARD TARGET.  SET IN A DRILL HOLE IN CONCRETE
 HQ0709'BENEATH TARGET BOARD NUMBER 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0710 ***********************************************************************
 HQ0710  DESIGNATION -  CZR TB 16
 HQ0710  PID         -  HQ0710
 HQ0710  STATE/COUNTY-  NV/NYE
 HQ0710  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0710
 HQ0710                         *CURRENT SURVEY CONTROL
 HQ0710  ___________________________________________________________________
 HQ0710* NAD 83(1994)-  37 49 56.98012(N)    116 43 37.45763(W)     ADJUSTED  
 HQ0710* NAVD 88     -      1627.857  (meters)    5340.73   (feet)  ADJUSTED  
 HQ0710  ___________________________________________________________________
 HQ0710  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0710  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0710  DYNAMIC HT  -        1626.038 (meters)    5334.76  (feet)  COMP
 HQ0710  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0710
 HQ0710  HORZ ORDER  -  SECOND
 HQ0710  VERT ORDER  -  FIRST     CLASS II
 HQ0710
 HQ0710.The horizontal coordinates were established by classical geodetic methods
 HQ0710.and adjusted by the National Geodetic Survey in June 1998..
 HQ0710
 HQ0710.The orthometric height was determined by differential leveling
 HQ0710.and adjusted by the National Geodetic Survey in June 1991..
 HQ0710
 HQ0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0710
 HQ0710.The geoid height was determined by GEOID03.
 HQ0710
 HQ0710.The dynamic height is computed by dividing the NAVD 88
 HQ0710.geopotential number by the normal gravity value computed on the
 HQ0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0710.degrees latitude (g = 980.6199 gals.).
 HQ0710
 HQ0710.The modeled gravity was interpolated from observed gravity values.
 HQ0710
 HQ0710;                    North         East     Units Scale Factor Converg.
 HQ0710;SPC NV C     - 6,342,014.946   494,682.976   MT  0.99990035   -0 02 13.4
 HQ0710;SPC NV C     -20,807,094.04  1,622,972.40   sFT  0.99990035   -0 02 13.4
 HQ0710;UTM  11      - 4,187,265.285   524,016.812   MT  0.99960710   +0 10 02.7
 HQ0710
 HQ0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0710!SPC NV C     -   0.99974859  x   0.99990035  =   0.99964896
 HQ0710!UTM  11      -   0.99974859  x   0.99960710  =   0.99935579
 HQ0710
 HQ0710                          SUPERSEDED SURVEY CONTROL
 HQ0710
 HQ0710  NAD 83(1986)-  37 49 56.97681(N)    116 43 37.46579(W) AD(       ) 2
 HQ0710  NAD 27      -  37 49 57.20230(N)    116 43 34.23912(W) AD(       ) 2
 HQ0710  NGVD 29 (07/19/86) 1626.75   (m)         5337.1    (f) LEVELING    3  
 HQ0710
 HQ0710.Superseded values are not recommended for survey control.
 HQ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0710.See file dsdata.txt to determine how the superseded data were derived.
 HQ0710
 HQ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2401787265(NAD 83)
 HQ0710_MARKER: DE = TRAVERSE STATION DISK
 HQ0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0710_STAMPING: 16 1968
 HQ0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0710+STABILITY: SURFACE MOTION
 HQ0710
 HQ0710  HISTORY     - Date     Condition        Report By
 HQ0710  HISTORY     - 1968     MONUMENTED       CGS
 HQ0710  HISTORY     - 1968     GOOD             CGS
 HQ0710
 HQ0710                          STATION DESCRIPTION
 HQ0710
 HQ0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0710'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0710'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0710'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0710'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0710'TARGET AREA.
 HQ0710'
 HQ0710'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 16 1968, SET
 HQ0710'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS
 HQ0710'BENEATH TARGET BOARD NUMBER 16.  IT IS 6 FEET SOUTH OF A LARGE
 HQ0710'CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0710'
 HQ0710'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0710
 HQ0710                          STATION RECOVERY (1968)
 HQ0710
 HQ0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0710'AT TONOPAH TEST RANGE.
 HQ0710'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0710'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0710'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0710'GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0710'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS
 HQ0710'BENEATH TARGET BOARD NUMBER 16.  6 FEET SOUTH OF A LARGE CONCRETE
 HQ0710'PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0711 ***********************************************************************
 HQ0711  DESIGNATION -  CZR TB 17
 HQ0711  PID         -  HQ0711
 HQ0711  STATE/COUNTY-  NV/NYE
 HQ0711  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0711
 HQ0711                         *CURRENT SURVEY CONTROL
 HQ0711  ___________________________________________________________________
 HQ0711* NAD 83(1994)-  37 49 56.58843(N)    116 43 37.07656(W)     ADJUSTED  
 HQ0711* NAVD 88     -      1627.808  (meters)    5340.57   (feet)  ADJUSTED  
 HQ0711  ___________________________________________________________________
 HQ0711  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0711  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0711  DYNAMIC HT  -        1625.988 (meters)    5334.60  (feet)  COMP
 HQ0711  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0711
 HQ0711  HORZ ORDER  -  SECOND
 HQ0711  VERT ORDER  -  FIRST     CLASS II
 HQ0711
 HQ0711.The horizontal coordinates were established by classical geodetic methods
 HQ0711.and adjusted by the National Geodetic Survey in June 1998..
 HQ0711
 HQ0711.The orthometric height was determined by differential leveling
 HQ0711.and adjusted by the National Geodetic Survey in June 1991..
 HQ0711
 HQ0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0711
 HQ0711.The geoid height was determined by GEOID03.
 HQ0711
 HQ0711.The dynamic height is computed by dividing the NAVD 88
 HQ0711.geopotential number by the normal gravity value computed on the
 HQ0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0711.degrees latitude (g = 980.6199 gals.).
 HQ0711
 HQ0711.The modeled gravity was interpolated from observed gravity values.
 HQ0711
 HQ0711;                    North         East     Units Scale Factor Converg.
 HQ0711;SPC NV C     - 6,342,002.865   494,692.285   MT  0.99990035   -0 02 13.1
 HQ0711;SPC NV C     -20,807,054.40  1,623,002.94   sFT  0.99990035   -0 02 13.1
 HQ0711;UTM  11      - 4,187,253.240   524,026.162   MT  0.99960711   +0 10 02.9
 HQ0711
 HQ0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0711!SPC NV C     -   0.99974860  x   0.99990035  =   0.99964897
 HQ0711!UTM  11      -   0.99974860  x   0.99960711  =   0.99935580
 HQ0711
 HQ0711                          SUPERSEDED SURVEY CONTROL
 HQ0711
 HQ0711  NAD 83(1986)-  37 49 56.58512(N)    116 43 37.08471(W) AD(       ) 2
 HQ0711  NAD 27      -  37 49 56.81090(N)    116 43 33.85803(W) AD(       ) 2
 HQ0711  NGVD 29 (07/19/86) 1626.70   (m)         5336.9    (f) LEVELING    3  
 HQ0711
 HQ0711.Superseded values are not recommended for survey control.
 HQ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0711.See file dsdata.txt to determine how the superseded data were derived.
 HQ0711
 HQ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2402687253(NAD 83)
 HQ0711_MARKER: DE = TRAVERSE STATION DISK
 HQ0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0711_STAMPING: 17 1968
 HQ0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0711+STABILITY: SURFACE MOTION
 HQ0711
 HQ0711  HISTORY     - Date     Condition        Report By
 HQ0711  HISTORY     - 1968     MONUMENTED       CGS
 HQ0711  HISTORY     - 1968     GOOD             CGS
 HQ0711
 HQ0711                          STATION DESCRIPTION
 HQ0711
 HQ0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0711'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0711'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0711'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0711'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0711'TARGET AREA.
 HQ0711'
 HQ0711'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 17 1968,
 HQ0711'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS
 HQ0711'BENEATH TARGET BOARD NUMBER 17.  IT IS 51 FEET SOUTH OF A LARGE
 HQ0711'CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0711'
 HQ0711'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0711
 HQ0711                          STATION RECOVERY (1968)
 HQ0711
 HQ0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0711'AT TONOPAH TEST RANGE.
 HQ0711'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0711'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0711'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0711'GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0711'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS
 HQ0711'BENEATH TARGET BOARD NUMBER 17.  51 FEET SOUTH OF A LARGE
 HQ0711'CONCRETE PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0712 ***********************************************************************
 HQ0712  DESIGNATION -  CZR TB 18
 HQ0712  PID         -  HQ0712
 HQ0712  STATE/COUNTY-  NV/NYE
 HQ0712  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0712
 HQ0712                         *CURRENT SURVEY CONTROL
 HQ0712  ___________________________________________________________________
 HQ0712* NAD 83(1994)-  37 49 56.19742(N)    116 43 36.69452(W)     ADJUSTED  
 HQ0712* NAVD 88     -      1627.930  (meters)    5340.97   (feet)  ADJUSTED  
 HQ0712  ___________________________________________________________________
 HQ0712  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0712  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0712  DYNAMIC HT  -        1626.110 (meters)    5335.00  (feet)  COMP
 HQ0712  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0712
 HQ0712  HORZ ORDER  -  SECOND
 HQ0712  VERT ORDER  -  FIRST     CLASS II
 HQ0712
 HQ0712.The horizontal coordinates were established by classical geodetic methods
 HQ0712.and adjusted by the National Geodetic Survey in June 1998..
 HQ0712
 HQ0712.The orthometric height was determined by differential leveling
 HQ0712.and adjusted by the National Geodetic Survey in June 1991..
 HQ0712
 HQ0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0712
 HQ0712.The geoid height was determined by GEOID03.
 HQ0712
 HQ0712.The dynamic height is computed by dividing the NAVD 88
 HQ0712.geopotential number by the normal gravity value computed on the
 HQ0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0712.degrees latitude (g = 980.6199 gals.).
 HQ0712
 HQ0712.The modeled gravity was interpolated from observed gravity values.
 HQ0712
 HQ0712;                    North         East     Units Scale Factor Converg.
 HQ0712;SPC NV C     - 6,341,990.805   494,701.619   MT  0.99990035   -0 02 12.9
 HQ0712;SPC NV C     -20,807,014.83  1,623,033.56   sFT  0.99990035   -0 02 12.9
 HQ0712;UTM  11      - 4,187,241.217   524,035.536   MT  0.99960712   +0 10 03.1
 HQ0712
 HQ0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0712!SPC NV C     -   0.99974858  x   0.99990035  =   0.99964895
 HQ0712!UTM  11      -   0.99974858  x   0.99960712  =   0.99935580
 HQ0712
 HQ0712                          SUPERSEDED SURVEY CONTROL
 HQ0712
 HQ0712  NAD 83(1986)-  37 49 56.19411(N)    116 43 36.70267(W) AD(       ) 2
 HQ0712  NAD 27      -  37 49 56.41956(N)    116 43 33.47603(W) AD(       ) 2
 HQ0712  NGVD 29 (07/19/86) 1626.82   (m)         5337.3    (f) LEVELING    3  
 HQ0712
 HQ0712.Superseded values are not recommended for survey control.
 HQ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0712.See file dsdata.txt to determine how the superseded data were derived.
 HQ0712
 HQ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2403687241(NAD 83)
 HQ0712_MARKER: DE = TRAVERSE STATION DISK
 HQ0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0712_STAMPING: 18 1968
 HQ0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0712+STABILITY: SURFACE MOTION
 HQ0712
 HQ0712  HISTORY     - Date     Condition        Report By
 HQ0712  HISTORY     - 1968     MONUMENTED       CGS
 HQ0712  HISTORY     - 1968     GOOD             CGS
 HQ0712
 HQ0712                          STATION DESCRIPTION
 HQ0712
 HQ0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0712'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0712'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0712'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST OF
 HQ0712'THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0712'TARGET AREA.
 HQ0712'
 HQ0712'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 18 1968,
 HQ0712'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS
 HQ0712'BENEATH TARGET BOARD NUMBER 18.  IT IS 97 FEET SOUTH OF A LARGE
 HQ0712'CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0712'
 HQ0712'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0712
 HQ0712                          STATION RECOVERY (1968)
 HQ0712
 HQ0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0712'AT TONOPAH TEST RANGE.
 HQ0712'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0712'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0712'OF THE TEST RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE
 HQ0712'NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET
 HQ0712'AREA.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 HQ0712'AND IS BENEATH TARGET BOARD NUMBER 18.  97 FEET SOUTH OF A LARGE
 HQ0712'CONCRETE PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0713 ***********************************************************************
 HQ0713  DESIGNATION -  CZR TB 19
 HQ0713  PID         -  HQ0713
 HQ0713  STATE/COUNTY-  NV/NYE
 HQ0713  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0713
 HQ0713                         *CURRENT SURVEY CONTROL
 HQ0713  ___________________________________________________________________
 HQ0713* NAD 83(1994)-  37 49 55.80753(N)    116 43 36.31381(W)     ADJUSTED  
 HQ0713* NAVD 88     -      1627.994  (meters)    5341.18   (feet)  ADJUSTED  
 HQ0713  ___________________________________________________________________
 HQ0713  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0713  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0713  DYNAMIC HT  -        1626.174 (meters)    5335.21  (feet)  COMP
 HQ0713  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0713
 HQ0713  HORZ ORDER  -  SECOND
 HQ0713  VERT ORDER  -  FIRST     CLASS II
 HQ0713
 HQ0713.The horizontal coordinates were established by classical geodetic methods
 HQ0713.and adjusted by the National Geodetic Survey in June 1998..
 HQ0713
 HQ0713.The orthometric height was determined by differential leveling
 HQ0713.and adjusted by the National Geodetic Survey in June 1991..
 HQ0713
 HQ0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0713
 HQ0713.The geoid height was determined by GEOID03.
 HQ0713
 HQ0713.The dynamic height is computed by dividing the NAVD 88
 HQ0713.geopotential number by the normal gravity value computed on the
 HQ0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0713.degrees latitude (g = 980.6199 gals.).
 HQ0713
 HQ0713.The modeled gravity was interpolated from observed gravity values.
 HQ0713
 HQ0713;                    North         East     Units Scale Factor Converg.
 HQ0713;SPC NV C     - 6,341,978.779   494,710.920   MT  0.99990034   -0 02 12.7
 HQ0713;SPC NV C     -20,806,975.38  1,623,064.08   sFT  0.99990034   -0 02 12.7
 HQ0713;UTM  11      - 4,187,229.228   524,044.877   MT  0.99960712   +0 10 03.3
 HQ0713
 HQ0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0713!SPC NV C     -   0.99974857  x   0.99990034  =   0.99964893
 HQ0713!UTM  11      -   0.99974857  x   0.99960712  =   0.99935579
 HQ0713
 HQ0713                          SUPERSEDED SURVEY CONTROL
 HQ0713
 HQ0713  NAD 83(1986)-  37 49 55.80421(N)    116 43 36.32197(W) AD(       ) 2
 HQ0713  NAD 27      -  37 49 56.02962(N)    116 43 33.09535(W) AD(       ) 2
 HQ0713  NGVD 29 (07/19/86) 1626.89   (m)         5337.6    (f) LEVELING    3  
 HQ0713
 HQ0713.Superseded values are not recommended for survey control.
 HQ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0713.See file dsdata.txt to determine how the superseded data were derived.
 HQ0713
 HQ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2404587229(NAD 83)
 HQ0713_MARKER: DE = TRAVERSE STATION DISK
 HQ0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0713_STAMPING: 19 1968
 HQ0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0713+STABILITY: SURFACE MOTION
 HQ0713
 HQ0713  HISTORY     - Date     Condition        Report By
 HQ0713  HISTORY     - 1968     MONUMENTED       CGS
 HQ0713  HISTORY     - 1968     GOOD             CGS
 HQ0713
 HQ0713                          STATION DESCRIPTION
 HQ0713
 HQ0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0713'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0713'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0713'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0713'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0713'TARGET AREA.
 HQ0713'
 HQ0713'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 19 1968,
 HQ0713'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS
 HQ0713'BENEATH TARGET BOARD NUMBER 19.  IT IS 143 FEET SOUTH OF A LARGE
 HQ0713'CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0713'
 HQ0713'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0713
 HQ0713                          STATION RECOVERY (1968)
 HQ0713
 HQ0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0713'AT TONOPAH TEST RANGE.
 HQ0713'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0713'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0713'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0713'GATE, CALLED POINT ABLE, AT THE HARD TARGET AREA.  SET IN THE
 HQ0713'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS BENEATH
 HQ0713'TARGET BOARD NUMBER 19.  143 FEET SOUTH OF A LARGE CONCRETE
 HQ0713'PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0696 ***********************************************************************
 HQ0696  DESIGNATION -  CZR TB 2
 HQ0696  PID         -  HQ0696
 HQ0696  STATE/COUNTY-  NV/NYE
 HQ0696  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0696
 HQ0696                         *CURRENT SURVEY CONTROL
 HQ0696  ___________________________________________________________________
 HQ0696* NAD 83(1994)-  37 50 02.44208(N)    116 43 42.80797(W)     ADJUSTED  
 HQ0696* NAVD 88     -      1627.004  (meters)    5337.93   (feet)  ADJUSTED  
 HQ0696  ___________________________________________________________________
 HQ0696  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HQ0696  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0696  DYNAMIC HT  -        1625.186 (meters)    5331.96  (feet)  COMP
 HQ0696  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 HQ0696
 HQ0696  HORZ ORDER  -  SECOND
 HQ0696  VERT ORDER  -  FIRST     CLASS II
 HQ0696
 HQ0696.The horizontal coordinates were established by classical geodetic methods
 HQ0696.and adjusted by the National Geodetic Survey in June 1998..
 HQ0696
 HQ0696.The orthometric height was determined by differential leveling
 HQ0696.and adjusted by the National Geodetic Survey in June 1991..
 HQ0696
 HQ0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0696
 HQ0696.The geoid height was determined by GEOID03.
 HQ0696
 HQ0696.The dynamic height is computed by dividing the NAVD 88
 HQ0696.geopotential number by the normal gravity value computed on the
 HQ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0696.degrees latitude (g = 980.6199 gals.).
 HQ0696
 HQ0696.The modeled gravity was interpolated from observed gravity values.
 HQ0696
 HQ0696;                    North         East     Units Scale Factor Converg.
 HQ0696;SPC NV C     - 6,342,183.416   494,552.267   MT  0.99990037   -0 02 16.7
 HQ0696;SPC NV C     -20,807,646.76  1,622,543.56   sFT  0.99990037   -0 02 16.7
 HQ0696;UTM  11      - 4,187,433.237   523,885.541   MT  0.99960703   +0 09 59.4
 HQ0696
 HQ0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0696!SPC NV C     -   0.99974872  x   0.99990037  =   0.99964912
 HQ0696!UTM  11      -   0.99974872  x   0.99960703  =   0.99935585
 HQ0696
 HQ0696                          SUPERSEDED SURVEY CONTROL
 HQ0696
 HQ0696  NAD 83(1986)-  37 50 02.43877(N)    116 43 42.81612(W) AD(       ) 2
 HQ0696  NAD 27      -  37 50 02.66438(N)    116 43 39.58920(W) AD(       ) 2
 HQ0696  NGVD 29 (07/19/86) 1625.90   (m)         5334.3    (f) LEVELING    3  
 HQ0696
 HQ0696.Superseded values are not recommended for survey control.
 HQ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0696.See file dsdata.txt to determine how the superseded data were derived.
 HQ0696
 HQ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2388687433(NAD 83)
 HQ0696_MARKER: DE = TRAVERSE STATION DISK
 HQ0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0696_STAMPING: 2 1968
 HQ0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0696+STABILITY: SURFACE MOTION
 HQ0696
 HQ0696  HISTORY     - Date     Condition        Report By
 HQ0696  HISTORY     - 1968     MONUMENTED       CGS
 HQ0696  HISTORY     - 1968     GOOD             CGS
 HQ0696
 HQ0696                          STATION DESCRIPTION
 HQ0696
 HQ0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0696'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT
 HQ0696'30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES NORTHEAST
 HQ0696'OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST OF THE NORTH
 HQ0696'GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0696'
 HQ0696'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 2 1968, SET
 HQ0696'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH BENEATH TARGET
 HQ0696'BOARD NUMBER 2.  IT IS 98 FEET WEST OF A LARGE CONCRETE PAD WHICH
 HQ0696'IS CALLED HARD TARGET.
 HQ0696'
 HQ0696'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0696
 HQ0696                          STATION RECOVERY (1968)
 HQ0696
 HQ0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0696'AT TONOPAH TEST RANGE.
 HQ0696'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0696'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE
 HQ0696'TEST RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH
 HQ0696'GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0696'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH BENEATH
 HQ0696'TARGET BOARD NUMBER 2.  IT IS 98 FEET WEST OF A LARGE CONCRETE
 HQ0696'PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0714 ***********************************************************************
 HQ0714  DESIGNATION -  CZR TB 20
 HQ0714  PID         -  HQ0714
 HQ0714  STATE/COUNTY-  NV/NYE
 HQ0714  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0714
 HQ0714                         *CURRENT SURVEY CONTROL
 HQ0714  ___________________________________________________________________
 HQ0714* NAD 83(1994)-  37 49 56.31964(N)    116 43 36.50056(W)     ADJUSTED  
 HQ0714* NAVD 88     -      1627.893  (meters)    5340.85   (feet)  ADJUSTED  
 HQ0714  ___________________________________________________________________
 HQ0714  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HQ0714  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0714  DYNAMIC HT  -        1626.074 (meters)    5334.88  (feet)  COMP
 HQ0714  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0714
 HQ0714  HORZ ORDER  -  SECOND
 HQ0714  VERT ORDER  -  FIRST     CLASS II
 HQ0714
 HQ0714.The horizontal coordinates were established by classical geodetic methods
 HQ0714.and adjusted by the National Geodetic Survey in June 1998..
 HQ0714
 HQ0714.The orthometric height was determined by differential leveling
 HQ0714.and adjusted by the National Geodetic Survey in June 1991..
 HQ0714
 HQ0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0714
 HQ0714.The geoid height was determined by GEOID03.
 HQ0714
 HQ0714.The dynamic height is computed by dividing the NAVD 88
 HQ0714.geopotential number by the normal gravity value computed on the
 HQ0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0714.degrees latitude (g = 980.6199 gals.).
 HQ0714
 HQ0714.The modeled gravity was interpolated from observed gravity values.
 HQ0714
 HQ0714;                    North         East     Units Scale Factor Converg.
 HQ0714;SPC NV C     - 6,341,994.570   494,706.364   MT  0.99990035   -0 02 12.8
 HQ0714;SPC NV C     -20,807,027.19  1,623,049.13   sFT  0.99990035   -0 02 12.8
 HQ0714;UTM  11      - 4,187,244.998   524,040.266   MT  0.99960712   +0 10 03.2
 HQ0714
 HQ0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0714!SPC NV C     -   0.99974858  x   0.99990035  =   0.99964896
 HQ0714!UTM  11      -   0.99974858  x   0.99960712  =   0.99935580
 HQ0714
 HQ0714                          SUPERSEDED SURVEY CONTROL
 HQ0714
 HQ0714  NAD 83(1986)-  37 49 56.31632(N)    116 43 36.50871(W) AD(       ) 2
 HQ0714  NAD 27      -  37 49 56.54193(N)    116 43 33.28202(W) AD(       ) 2
 HQ0714  NGVD 29 (07/19/86) 1626.79   (m)         5337.2    (f) LEVELING    3  
 HQ0714
 HQ0714.Superseded values are not recommended for survey control.
 HQ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0714.See file dsdata.txt to determine how the superseded data were derived.
 HQ0714
 HQ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2404087245(NAD 83)
 HQ0714_MARKER: DE = TRAVERSE STATION DISK
 HQ0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0714_STAMPING: 20 1968
 HQ0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0714+STABILITY: SURFACE MOTION
 HQ0714
 HQ0714  HISTORY     - Date     Condition        Report By
 HQ0714  HISTORY     - 1968     MONUMENTED       CGS
 HQ0714  HISTORY     - 1968     GOOD             CGS
 HQ0714
 HQ0714                          STATION DESCRIPTION
 HQ0714
 HQ0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0714'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0714'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0714'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0714'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0714'TARGET AREA.
 HQ0714'
 HQ0714'THE MARK IS A STANDARD TRAVERSE DISK STAMPED 20 1968, SET IN
 HQ0714'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS BENEATH
 HQ0714'TARGET BOARD NUMBER 20.  IT IS 89 FEET SOUTH OF A LARGE CONCRETE
 HQ0714'PAD WHICH IS CALLED HARD TARGET.
 HQ0714'
 HQ0714'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0714
 HQ0714                          STATION RECOVERY (1968)
 HQ0714
 HQ0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0714'AT TONOPAH TEST RANGE.
 HQ0714'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0714'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0714'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0714'GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0714'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS
 HQ0714'BENEATH TARGET BOARD NUMBER 20.  89 FEET SOUTH OF A LARGE
 HQ0714'CONCRETE PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0715 ***********************************************************************
 HQ0715  DESIGNATION -  CZR TB 21
 HQ0715  PID         -  HQ0715
 HQ0715  STATE/COUNTY-  NV/NYE
 HQ0715  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0715
 HQ0715                         *CURRENT SURVEY CONTROL
 HQ0715  ___________________________________________________________________
 HQ0715* NAD 83(1994)-  37 49 56.68159(N)    116 43 35.91284(W)     ADJUSTED  
 HQ0715* NAVD 88     -      1627.734  (meters)    5340.32   (feet)  ADJUSTED  
 HQ0715  ___________________________________________________________________
 HQ0715  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HQ0715  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0715  DYNAMIC HT  -        1625.914 (meters)    5334.35  (feet)  COMP
 HQ0715  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0715
 HQ0715  HORZ ORDER  -  SECOND
 HQ0715  VERT ORDER  -  FIRST     CLASS II
 HQ0715
 HQ0715.The horizontal coordinates were established by classical geodetic methods
 HQ0715.and adjusted by the National Geodetic Survey in June 1998..
 HQ0715
 HQ0715.The orthometric height was determined by differential leveling
 HQ0715.and adjusted by the National Geodetic Survey in June 1991..
 HQ0715
 HQ0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0715
 HQ0715.The geoid height was determined by GEOID03.
 HQ0715
 HQ0715.The dynamic height is computed by dividing the NAVD 88
 HQ0715.geopotential number by the normal gravity value computed on the
 HQ0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0715.degrees latitude (g = 980.6199 gals.).
 HQ0715
 HQ0715.The modeled gravity was interpolated from observed gravity values.
 HQ0715
 HQ0715;                    North         East     Units Scale Factor Converg.
 HQ0715;SPC NV C     - 6,342,005.719   494,720.741   MT  0.99990034   -0 02 12.4
 HQ0715;SPC NV C     -20,807,063.76  1,623,096.30   sFT  0.99990034   -0 02 12.4
 HQ0715;UTM  11      - 4,187,256.195   524,054.599   MT  0.99960713   +0 10 03.6
 HQ0715
 HQ0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0715!SPC NV C     -   0.99974861  x   0.99990034  =   0.99964897
 HQ0715!UTM  11      -   0.99974861  x   0.99960713  =   0.99935584
 HQ0715
 HQ0715                          SUPERSEDED SURVEY CONTROL
 HQ0715
 HQ0715  NAD 83(1986)-  37 49 56.67828(N)    116 43 35.92099(W) AD(       ) 2
 HQ0715  NAD 27      -  37 49 56.90374(N)    116 43 32.69437(W) AD(       ) 2
 HQ0715  NGVD 29 (07/19/86) 1626.63   (m)         5336.7    (f) LEVELING    3  
 HQ0715
 HQ0715.Superseded values are not recommended for survey control.
 HQ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0715.See file dsdata.txt to determine how the superseded data were derived.
 HQ0715
 HQ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2405587256(NAD 83)
 HQ0715_MARKER: DE = TRAVERSE STATION DISK
 HQ0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0715_STAMPING: 21 1968
 HQ0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0715+STABILITY: SURFACE MOTION
 HQ0715
 HQ0715  HISTORY     - Date     Condition        Report By
 HQ0715  HISTORY     - 1968     MONUMENTED       CGS
 HQ0715  HISTORY     - 1968     GOOD             CGS
 HQ0715
 HQ0715                          STATION DESCRIPTION
 HQ0715
 HQ0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0715'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0715'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0715'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0715'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0715'HARD TARGET AREA.
 HQ0715'
 HQ0715'THE MARK IS A STANDARD TRAVERSE DISK STAMPED 21 1968, SET IN
 HQ0715'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS BENEATH
 HQ0715'TARGET BOARD NUMBER 21.  IT IS 63 FEET SOUTH OF A LARGE CONCRETE
 HQ0715'PAD WHICH IS CALLED HARD TARGET.
 HQ0715'
 HQ0715'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0715
 HQ0715                          STATION RECOVERY (1968)
 HQ0715
 HQ0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0715'AT TONOPAH TEST RANGE.
 HQ0715'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0715'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0715'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0715'GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0715'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS
 HQ0715'BENEATH TARGET BOARD NUMBER 21.  63 FEET SOUTH OF A LARGE
 HQ0715'CONCRETE PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0716 ***********************************************************************
 HQ0716  DESIGNATION -  CZR TB 22
 HQ0716  PID         -  HQ0716
 HQ0716  STATE/COUNTY-  NV/NYE
 HQ0716  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0716
 HQ0716                         *CURRENT SURVEY CONTROL
 HQ0716  ___________________________________________________________________
 HQ0716* NAD 83(1994)-  37 49 57.04519(N)    116 43 35.32218(W)     ADJUSTED  
 HQ0716* NAVD 88     -      1627.628  (meters)    5339.98   (feet)  ADJUSTED  
 HQ0716  ___________________________________________________________________
 HQ0716  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HQ0716  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0716  DYNAMIC HT  -        1625.809 (meters)    5334.01  (feet)  COMP
 HQ0716  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0716
 HQ0716  HORZ ORDER  -  SECOND
 HQ0716  VERT ORDER  -  FIRST     CLASS II
 HQ0716
 HQ0716.The horizontal coordinates were established by classical geodetic methods
 HQ0716.and adjusted by the National Geodetic Survey in June 1998..
 HQ0716
 HQ0716.The orthometric height was determined by differential leveling
 HQ0716.and adjusted by the National Geodetic Survey in June 1991..
 HQ0716
 HQ0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0716
 HQ0716.The geoid height was determined by GEOID03.
 HQ0716
 HQ0716.The dynamic height is computed by dividing the NAVD 88
 HQ0716.geopotential number by the normal gravity value computed on the
 HQ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0716.degrees latitude (g = 980.6199 gals.).
 HQ0716
 HQ0716.The modeled gravity was interpolated from observed gravity values.
 HQ0716
 HQ0716;                    North         East     Units Scale Factor Converg.
 HQ0716;SPC NV C     - 6,342,016.919   494,735.191   MT  0.99990034   -0 02 12.1
 HQ0716;SPC NV C     -20,807,100.51  1,623,143.71   sFT  0.99990034   -0 02 12.1
 HQ0716;UTM  11      - 4,187,267.443   524,069.004   MT  0.99960714   +0 10 04.0
 HQ0716
 HQ0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0716!SPC NV C     -   0.99974862  x   0.99990034  =   0.99964899
 HQ0716!UTM  11      -   0.99974862  x   0.99960714  =   0.99935586
 HQ0716
 HQ0716                          SUPERSEDED SURVEY CONTROL
 HQ0716
 HQ0716  NAD 83(1986)-  37 49 57.04187(N)    116 43 35.33034(W) AD(       ) 2
 HQ0716  NAD 27      -  37 49 57.26734(N)    116 43 32.10372(W) AD(       ) 2
 HQ0716  NGVD 29 (07/19/86) 1626.52   (m)         5336.3    (f) LEVELING    3  
 HQ0716
 HQ0716.Superseded values are not recommended for survey control.
 HQ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0716.See file dsdata.txt to determine how the superseded data were derived.
 HQ0716
 HQ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2406987267(NAD 83)
 HQ0716_MARKER: DE = TRAVERSE STATION DISK
 HQ0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0716_STAMPING: 22 1968
 HQ0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0716+STABILITY: SURFACE MOTION
 HQ0716
 HQ0716  HISTORY     - Date     Condition        Report By
 HQ0716  HISTORY     - 1968     MONUMENTED       CGS
 HQ0716  HISTORY     - 1968     GOOD             CGS
 HQ0716
 HQ0716                          STATION DESCRIPTION
 HQ0716
 HQ0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0716'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0716'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0716'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0716'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0716'TARGET AREA.
 HQ0716'
 HQ0716'THE MARK IS A STANDARD TRAVERSE DISK STAMPED 22 1968, SET IN
 HQ0716'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS BENEATH
 HQ0716'TARGET BOARD NUMBER 22.  IT IS 38 FEET SOUTH OF A LARGE CONCRETE
 HQ0716'PAD WHICH IS CALLED HARD TARGET.
 HQ0716'
 HQ0716'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0716
 HQ0716                          STATION RECOVERY (1968)
 HQ0716
 HQ0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0716'AT TONOPAH TEST RANGE.
 HQ0716'LOCATED ABOUT 30 MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES
 HQ0716'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST
 HQ0716'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0716'HARD TARGET AREA.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0716'IS FLUSH AND IS BENEATH TARGET BOARD NUMBER 22.  38 FEET SOUTH
 HQ0716'OF A LARGE CONCRETE PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0718 ***********************************************************************
 HQ0718  DESIGNATION -  CZR TB 23 N
 HQ0718  PID         -  HQ0718
 HQ0718  STATE/COUNTY-  NV/NYE
 HQ0718  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0718
 HQ0718                         *CURRENT SURVEY CONTROL
 HQ0718  ___________________________________________________________________
 HQ0718* NAD 83(1994)-  37 49 57.40915(N)    116 43 34.73115(W)     ADJUSTED  
 HQ0718* NAVD 88     -      1627.549  (meters)    5339.72   (feet)  ADJUSTED  
 HQ0718  ___________________________________________________________________
 HQ0718  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 HQ0718  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0718  DYNAMIC HT  -        1625.730 (meters)    5333.75  (feet)  COMP
 HQ0718  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0718
 HQ0718  HORZ ORDER  -  SECOND
 HQ0718  VERT ORDER  -  FIRST     CLASS II
 HQ0718
 HQ0718.The horizontal coordinates were established by classical geodetic methods
 HQ0718.and adjusted by the National Geodetic Survey in June 1998..
 HQ0718
 HQ0718.The orthometric height was determined by differential leveling
 HQ0718.and adjusted by the National Geodetic Survey in June 1991..
 HQ0718
 HQ0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0718
 HQ0718.The geoid height was determined by GEOID03.
 HQ0718
 HQ0718.The dynamic height is computed by dividing the NAVD 88
 HQ0718.geopotential number by the normal gravity value computed on the
 HQ0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0718.degrees latitude (g = 980.6199 gals.).
 HQ0718
 HQ0718.The modeled gravity was interpolated from observed gravity values.
 HQ0718
 HQ0718;                    North         East     Units Scale Factor Converg.
 HQ0718;SPC NV C     - 6,342,028.130   494,749.649   MT  0.99990034   -0 02 11.7
 HQ0718;SPC NV C     -20,807,137.29  1,623,191.14   sFT  0.99990034   -0 02 11.7
 HQ0718;UTM  11      - 4,187,278.702   524,083.418   MT  0.99960714   +0 10 04.3
 HQ0718
 HQ0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0718!SPC NV C     -   0.99974864  x   0.99990034  =   0.99964900
 HQ0718!UTM  11      -   0.99974864  x   0.99960714  =   0.99935587
 HQ0718
 HQ0718                          SUPERSEDED SURVEY CONTROL
 HQ0718
 HQ0718  NAD 83(1986)-  37 49 57.40583(N)    116 43 34.73931(W) AD(       ) 2
 HQ0718  NAD 27      -  37 49 57.63160(N)    116 43 31.51289(W) AD(       ) 2
 HQ0718  NGVD 29 (07/19/86) 1626.44   (m)         5336.1    (f) LEVELING    3  
 HQ0718
 HQ0718.Superseded values are not recommended for survey control.
 HQ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0718.See file dsdata.txt to determine how the superseded data were derived.
 HQ0718
 HQ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2408387279(NAD 83)
 HQ0718_MARKER: DE = TRAVERSE STATION DISK
 HQ0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0718_STAMPING: 23 N 1968
 HQ0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0718+STABILITY: SURFACE MOTION
 HQ0718
 HQ0718  HISTORY     - Date     Condition        Report By
 HQ0718  HISTORY     - 1968     MONUMENTED       CGS
 HQ0718  HISTORY     - 1968     GOOD             CGS
 HQ0718
 HQ0718                          STATION DESCRIPTION
 HQ0718
 HQ0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0718'STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS LOCATED
 HQ0718'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0718'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0718'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0718'TARGET AREA.
 HQ0718'
 HQ0718'THE MARK IS A STANDARD TRAVERSE DISK STAMPED 23N 1968, SET IN
 HQ0718'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS BENEATH
 HQ0718'TARGET BOARD NUMBER 23N 23S.  THE MARK IS 13.5 FEET SOUTHEAST OF A
 HQ0718'LARGE CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0718'
 HQ0718'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0718
 HQ0718                          STATION RECOVERY (1968)
 HQ0718
 HQ0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0718'AT TONOPAH TEST RANGE.
 HQ0718'LOCATED ON THE TONOPAH TEST RANGE WHICH IS LOCATED ABOUT 30
 HQ0718'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0718'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0718'GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0718'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND
 HQ0718'IS BENEATH TARGET BOARD NUMBER 23N 23S.  THE MARK IS 13.5 FEET
 HQ0718'SOUTHEAST OF A LARGE CONCRETE PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0717 ***********************************************************************
 HQ0717  DESIGNATION -  CZR TB 23 S
 HQ0717  PID         -  HQ0717
 HQ0717  STATE/COUNTY-  NV/NYE
 HQ0717  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0717
 HQ0717                         *CURRENT SURVEY CONTROL
 HQ0717  ___________________________________________________________________
 HQ0717* NAD 83(1994)-  37 49 57.40666(N)    116 43 34.72851(W)     ADJUSTED  
 HQ0717* NAVD 88     -      1627.547  (meters)    5339.71   (feet)  ADJUSTED  
 HQ0717  ___________________________________________________________________
 HQ0717  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 HQ0717  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0717  DYNAMIC HT  -        1625.728 (meters)    5333.74  (feet)  COMP
 HQ0717  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0717
 HQ0717  HORZ ORDER  -  SECOND
 HQ0717  VERT ORDER  -  FIRST     CLASS II
 HQ0717
 HQ0717.The horizontal coordinates were established by classical geodetic methods
 HQ0717.and adjusted by the National Geodetic Survey in June 1998..
 HQ0717
 HQ0717.The orthometric height was determined by differential leveling
 HQ0717.and adjusted by the National Geodetic Survey in June 1991..
 HQ0717
 HQ0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0717
 HQ0717.The geoid height was determined by GEOID03.
 HQ0717
 HQ0717.The dynamic height is computed by dividing the NAVD 88
 HQ0717.geopotential number by the normal gravity value computed on the
 HQ0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0717.degrees latitude (g = 980.6199 gals.).
 HQ0717
 HQ0717.The modeled gravity was interpolated from observed gravity values.
 HQ0717
 HQ0717;                    North         East     Units Scale Factor Converg.
 HQ0717;SPC NV C     - 6,342,028.053   494,749.713   MT  0.99990034   -0 02 11.7
 HQ0717;SPC NV C     -20,807,137.04  1,623,191.35   sFT  0.99990034   -0 02 11.7
 HQ0717;UTM  11      - 4,187,278.625   524,083.483   MT  0.99960714   +0 10 04.3
 HQ0717
 HQ0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0717!SPC NV C     -   0.99974864  x   0.99990034  =   0.99964900
 HQ0717!UTM  11      -   0.99974864  x   0.99960714  =   0.99935588
 HQ0717
 HQ0717                          SUPERSEDED SURVEY CONTROL
 HQ0717
 HQ0717  NAD 83(1986)-  37 49 57.40334(N)    116 43 34.73666(W) AD(       ) 2
 HQ0717  NAD 27      -  37 49 57.62883(N)    116 43 31.51007(W) AD(       ) 2
 HQ0717  NGVD 29 (07/19/86) 1626.44   (m)         5336.1    (f) LEVELING    3  
 HQ0717
 HQ0717.Superseded values are not recommended for survey control.
 HQ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0717.See file dsdata.txt to determine how the superseded data were derived.
 HQ0717
 HQ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2408387279(NAD 83)
 HQ0717_MARKER: DE = TRAVERSE STATION DISK
 HQ0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0717_SP_SET: CONCRETE PAD
 HQ0717_STAMPING: 23S 1968
 HQ0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0717
 HQ0717  HISTORY     - Date     Condition        Report By
 HQ0717  HISTORY     - 1968     MONUMENTED       CGS
 HQ0717  HISTORY     - 1968     GOOD             CGS
 HQ0717
 HQ0717                          STATION DESCRIPTION
 HQ0717
 HQ0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0717'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0717'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0717'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0717'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0717'HARD TARGET AREA.
 HQ0717'
 HQ0717'THE MARK IS A STANDARD TRAVERSE DISK STAMPED 23S 1968, SET IN
 HQ0717'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS BENEATH
 HQ0717'TARGET BOARD NUMBER 23N 23S.  IT IS 14 FEET SOUTHEAST OF A
 HQ0717'LARGE CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0717'
 HQ0717'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0717
 HQ0717                          STATION RECOVERY (1968)
 HQ0717
 HQ0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0717'AT TONOPAH TEST RANGE.
 HQ0717'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0717'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0717'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0717'GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0717'SET IN THE TOP OF A ROUND CONCRETE PAD WHICH IS CALLED HARD
 HQ0717'TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0720 ***********************************************************************
 HQ0720  DESIGNATION -  CZR TB 24 N
 HQ0720  PID         -  HQ0720
 HQ0720  STATE/COUNTY-  NV/NYE
 HQ0720  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0720
 HQ0720                         *CURRENT SURVEY CONTROL
 HQ0720  ___________________________________________________________________
 HQ0720* NAD 83(1994)-  37 49 57.77206(N)    116 43 34.13961(W)     ADJUSTED  
 HQ0720* NAVD 88     -      1627.394  (meters)    5339.21   (feet)  ADJUSTED  
 HQ0720  ___________________________________________________________________
 HQ0720  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 HQ0720  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0720  DYNAMIC HT  -        1625.575 (meters)    5333.24  (feet)  COMP
 HQ0720  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0720
 HQ0720  HORZ ORDER  -  SECOND
 HQ0720  VERT ORDER  -  FIRST     CLASS II
 HQ0720
 HQ0720.The horizontal coordinates were established by classical geodetic methods
 HQ0720.and adjusted by the National Geodetic Survey in June 1998..
 HQ0720
 HQ0720.The orthometric height was determined by differential leveling
 HQ0720.and adjusted by the National Geodetic Survey in June 1991..
 HQ0720
 HQ0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0720
 HQ0720.The geoid height was determined by GEOID03.
 HQ0720
 HQ0720.The dynamic height is computed by dividing the NAVD 88
 HQ0720.geopotential number by the normal gravity value computed on the
 HQ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0720.degrees latitude (g = 980.6199 gals.).
 HQ0720
 HQ0720.The modeled gravity was interpolated from observed gravity values.
 HQ0720
 HQ0720;                    North         East     Units Scale Factor Converg.
 HQ0720;SPC NV C     - 6,342,039.309   494,764.120   MT  0.99990034   -0 02 11.3
 HQ0720;SPC NV C     -20,807,173.97  1,623,238.62   sFT  0.99990034   -0 02 11.3
 HQ0720;UTM  11      - 4,187,289.929   524,097.845   MT  0.99960715   +0 10 04.7
 HQ0720
 HQ0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0720!SPC NV C     -   0.99974866  x   0.99990034  =   0.99964903
 HQ0720!UTM  11      -   0.99974866  x   0.99960715  =   0.99935591
 HQ0720
 HQ0720                          SUPERSEDED SURVEY CONTROL
 HQ0720
 HQ0720  NAD 83(1986)-  37 49 57.76875(N)    116 43 34.14776(W) AD(       ) 2
 HQ0720  NAD 27      -  37 49 57.99426(N)    116 43 30.92120(W) AD(       ) 2
 HQ0720  NGVD 29 (07/19/86) 1626.29   (m)         5335.6    (f) LEVELING    3  
 HQ0720
 HQ0720.Superseded values are not recommended for survey control.
 HQ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0720.See file dsdata.txt to determine how the superseded data were derived.
 HQ0720
 HQ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2409887290(NAD 83)
 HQ0720_MARKER: DE = TRAVERSE STATION DISK
 HQ0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0720_STAMPING: 24 N 1968
 HQ0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0720+STABILITY: SURFACE MOTION
 HQ0720
 HQ0720  HISTORY     - Date     Condition        Report By
 HQ0720  HISTORY     - 1968     MONUMENTED       CGS
 HQ0720  HISTORY     - 1968     GOOD             CGS
 HQ0720
 HQ0720                          STATION DESCRIPTION
 HQ0720
 HQ0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0720'STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS LOCATED
 HQ0720'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0720'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0720'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0720'HARD TARGET AREA.
 HQ0720'
 HQ0720'THE MARK IS A STANDARD TRAVERSE DISK STAMPED 24N 1968, SET IN
 HQ0720'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS BENEATH
 HQ0720'TARGET BOARD NUMBER 24N 24S.  THE MARK IS 13 FEET SOUTHEAST OF
 HQ0720'A LARGE CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0720'
 HQ0720'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0720
 HQ0720                          STATION RECOVERY (1968)
 HQ0720
 HQ0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0720'AT TONOPAH TEST RANGE.
 HQ0720'LOCATED ON THE TONOPAH TEST RANGE WHICH IS LOCATED ABOUT 30
 HQ0720'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0720'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0720'GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0720'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS
 HQ0720'BENEATH TARGET BOARD NUMBER 24N 24S.  THE MARK IS 13 FEET
 HQ0720'SOUTHEAST OF A LARGE CONCRETE PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0719 ***********************************************************************
 HQ0719  DESIGNATION -  CZR TB 24 S
 HQ0719  PID         -  HQ0719
 HQ0719  STATE/COUNTY-  NV/NYE
 HQ0719  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0719
 HQ0719                         *CURRENT SURVEY CONTROL
 HQ0719  ___________________________________________________________________
 HQ0719* NAD 83(1994)-  37 49 57.76931(N)    116 43 34.13673(W)     ADJUSTED  
 HQ0719* NAVD 88     -      1627.393  (meters)    5339.21   (feet)  ADJUSTED  
 HQ0719  ___________________________________________________________________
 HQ0719  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 HQ0719  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0719  DYNAMIC HT  -        1625.574 (meters)    5333.24  (feet)  COMP
 HQ0719  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0719
 HQ0719  HORZ ORDER  -  SECOND
 HQ0719  VERT ORDER  -  FIRST     CLASS II
 HQ0719
 HQ0719.The horizontal coordinates were established by classical geodetic methods
 HQ0719.and adjusted by the National Geodetic Survey in June 1998..
 HQ0719
 HQ0719.The orthometric height was determined by differential leveling
 HQ0719.and adjusted by the National Geodetic Survey in June 1991..
 HQ0719
 HQ0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0719
 HQ0719.The geoid height was determined by GEOID03.
 HQ0719
 HQ0719.The dynamic height is computed by dividing the NAVD 88
 HQ0719.geopotential number by the normal gravity value computed on the
 HQ0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0719.degrees latitude (g = 980.6199 gals.).
 HQ0719
 HQ0719.The modeled gravity was interpolated from observed gravity values.
 HQ0719
 HQ0719;                    North         East     Units Scale Factor Converg.
 HQ0719;SPC NV C     - 6,342,039.224   494,764.190   MT  0.99990034   -0 02 11.3
 HQ0719;SPC NV C     -20,807,173.69  1,623,238.85   sFT  0.99990034   -0 02 11.3
 HQ0719;UTM  11      - 4,187,289.844   524,097.915   MT  0.99960715   +0 10 04.7
 HQ0719
 HQ0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0719!SPC NV C     -   0.99974866  x   0.99990034  =   0.99964903
 HQ0719!UTM  11      -   0.99974866  x   0.99960715  =   0.99935591
 HQ0719
 HQ0719                          SUPERSEDED SURVEY CONTROL
 HQ0719
 HQ0719  NAD 83(1986)-  37 49 57.76600(N)    116 43 34.14488(W) AD(       ) 2
 HQ0719  NAD 27      -  37 49 57.99147(N)    116 43 30.91829(W) AD(       ) 2
 HQ0719  NGVD 29 (07/19/86) 1626.29   (m)         5335.6    (f) LEVELING    3  
 HQ0719
 HQ0719.Superseded values are not recommended for survey control.
 HQ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0719.See file dsdata.txt to determine how the superseded data were derived.
 HQ0719
 HQ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2409887290(NAD 83)
 HQ0719_MARKER: DE = TRAVERSE STATION DISK
 HQ0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0719_STAMPING: 24 S 1968
 HQ0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0719+STABILITY: SURFACE MOTION
 HQ0719
 HQ0719  HISTORY     - Date     Condition        Report By
 HQ0719  HISTORY     - 1968     MONUMENTED       CGS
 HQ0719  HISTORY     - 1968     GOOD             CGS
 HQ0719
 HQ0719                          STATION DESCRIPTION
 HQ0719
 HQ0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0719'STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS LOCATED ABOUT
 HQ0719'30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES NORTHEAST
 HQ0719'OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST OF THE
 HQ0719'NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET
 HQ0719'AREA.
 HQ0719'
 HQ0719'THE MARK IS A STANDARD TRAVERSE DISK STAMPED 24S 1968, SET IN
 HQ0719'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS BENEATH
 HQ0719'TARGET BOARD NUMBER 24N 24S.  THE MARK IS 13.5 FEET SOUTHEAST
 HQ0719'OF A LARGE CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0719'
 HQ0719'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0719
 HQ0719                          STATION RECOVERY (1968)
 HQ0719
 HQ0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0719'AT TONOPAH TEST RANGE.
 HQ0719'LOCATED ON THE TONOPAH TEST RANGE WHICH IS LOCATED ABOUT 30
 HQ0719'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE
 HQ0719'TEST RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH
 HQ0719'GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0719'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS
 HQ0719'BENEATH TARGET BOARD NUMBER 24N 24S.  THE MARK IS 13.5 FEET
 HQ0719'SOUTHEAST OF A LARGE CONCRETE PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0722 ***********************************************************************
 HQ0722  DESIGNATION -  CZR TB 25 N
 HQ0722  PID         -  HQ0722
 HQ0722  STATE/COUNTY-  NV/NYE
 HQ0722  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0722
 HQ0722                         *CURRENT SURVEY CONTROL
 HQ0722  ___________________________________________________________________
 HQ0722* NAD 83(1994)-  37 49 58.13978(N)    116 43 33.54688(W)     ADJUSTED  
 HQ0722* NAVD 88     -      1627.206  (meters)    5338.59   (feet)  ADJUSTED  
 HQ0722  ___________________________________________________________________
 HQ0722  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 HQ0722  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0722  DYNAMIC HT  -        1625.387 (meters)    5332.62  (feet)  COMP
 HQ0722  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0722
 HQ0722  HORZ ORDER  -  SECOND
 HQ0722  VERT ORDER  -  FIRST     CLASS II
 HQ0722
 HQ0722.The horizontal coordinates were established by classical geodetic methods
 HQ0722.and adjusted by the National Geodetic Survey in June 1998..
 HQ0722
 HQ0722.The orthometric height was determined by differential leveling
 HQ0722.and adjusted by the National Geodetic Survey in June 1991..
 HQ0722
 HQ0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0722
 HQ0722.The geoid height was determined by GEOID03.
 HQ0722
 HQ0722.The dynamic height is computed by dividing the NAVD 88
 HQ0722.geopotential number by the normal gravity value computed on the
 HQ0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0722.degrees latitude (g = 980.6199 gals.).
 HQ0722
 HQ0722.The modeled gravity was interpolated from observed gravity values.
 HQ0722
 HQ0722;                    North         East     Units Scale Factor Converg.
 HQ0722;SPC NV C     - 6,342,050.636   494,778.620   MT  0.99990034   -0 02 11.0
 HQ0722;SPC NV C     -20,807,211.13  1,623,286.19   sFT  0.99990034   -0 02 11.0
 HQ0722;UTM  11      - 4,187,301.304   524,112.300   MT  0.99960716   +0 10 05.1
 HQ0722
 HQ0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0722!SPC NV C     -   0.99974869  x   0.99990034  =   0.99964905
 HQ0722!UTM  11      -   0.99974869  x   0.99960716  =   0.99935595
 HQ0722
 HQ0722                          SUPERSEDED SURVEY CONTROL
 HQ0722
 HQ0722  NAD 83(1986)-  37 49 58.13646(N)    116 43 33.55504(W) AD(       ) 2
 HQ0722  NAD 27      -  37 49 58.36204(N)    116 43 30.32857(W) AD(       ) 2
 HQ0722  NGVD 29 (07/19/86) 1626.10   (m)         5335.0    (f) LEVELING    3  
 HQ0722
 HQ0722.Superseded values are not recommended for survey control.
 HQ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0722.See file dsdata.txt to determine how the superseded data were derived.
 HQ0722
 HQ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2411287301(NAD 83)
 HQ0722_MARKER: DE = TRAVERSE STATION DISK
 HQ0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0722_STAMPING: 25 N 1968
 HQ0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0722+STABILITY: SURFACE MOTION
 HQ0722
 HQ0722  HISTORY     - Date     Condition        Report By
 HQ0722  HISTORY     - 1968     MONUMENTED       CGS
 HQ0722  HISTORY     - 1968     GOOD             CGS
 HQ0722
 HQ0722                          STATION DESCRIPTION
 HQ0722
 HQ0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0722'STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS LOCATED
 HQ0722'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0722'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0722'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0722'TARGET AREA.
 HQ0722'
 HQ0722'THE MARK IS A STANDARD TRAVERSE DISK STAMPED 25N 1968, SET IN
 HQ0722'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS BENEATH
 HQ0722'TARGET BOARD NUMBER 25N 25S.  THE MARK IS 14 FEET SOUTHEAST OF
 HQ0722'A LARGE CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0722'
 HQ0722'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0722
 HQ0722                          STATION RECOVERY (1968)
 HQ0722
 HQ0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0722'AT TONOPAH TEST RANGE.
 HQ0722'LOCATED ON THE TONOPAH TEST RANGE WHICH IS LOCATED ABOUT 30
 HQ0722'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0722'OF THE TEST RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE
 HQ0722'NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0722'TARGET AREA.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HQ0722'IS FLUSH AND IS BENEATH TARGET BOARD NUMBER 25N 25S.  THE MARK
 HQ0722'IS 14 FEET SOUTHEAST OF A LARGE CONCRETE PAD WHICH IS CALLED HARD
 HQ0722'TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0721 ***********************************************************************
 HQ0721  DESIGNATION -  CZR TB 25 S
 HQ0721  PID         -  HQ0721
 HQ0721  STATE/COUNTY-  NV/NYE
 HQ0721  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0721
 HQ0721                         *CURRENT SURVEY CONTROL
 HQ0721  ___________________________________________________________________
 HQ0721* NAD 83(1994)-  37 49 58.13714(N)    116 43 33.54411(W)     ADJUSTED  
 HQ0721* NAVD 88     -      1627.207  (meters)    5338.60   (feet)  ADJUSTED  
 HQ0721  ___________________________________________________________________
 HQ0721  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 HQ0721  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0721  DYNAMIC HT  -        1625.388 (meters)    5332.63  (feet)  COMP
 HQ0721  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0721
 HQ0721  HORZ ORDER  -  SECOND
 HQ0721  VERT ORDER  -  FIRST     CLASS II
 HQ0721
 HQ0721.The horizontal coordinates were established by classical geodetic methods
 HQ0721.and adjusted by the National Geodetic Survey in June 1998..
 HQ0721
 HQ0721.The orthometric height was determined by differential leveling
 HQ0721.and adjusted by the National Geodetic Survey in June 1991..
 HQ0721
 HQ0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0721
 HQ0721.The geoid height was determined by GEOID03.
 HQ0721
 HQ0721.The dynamic height is computed by dividing the NAVD 88
 HQ0721.geopotential number by the normal gravity value computed on the
 HQ0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0721.degrees latitude (g = 980.6199 gals.).
 HQ0721
 HQ0721.The modeled gravity was interpolated from observed gravity values.
 HQ0721
 HQ0721;                    North         East     Units Scale Factor Converg.
 HQ0721;SPC NV C     - 6,342,050.554   494,778.687   MT  0.99990034   -0 02 11.0
 HQ0721;SPC NV C     -20,807,210.86  1,623,286.41   sFT  0.99990034   -0 02 11.0
 HQ0721;UTM  11      - 4,187,301.223   524,112.368   MT  0.99960716   +0 10 05.1
 HQ0721
 HQ0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0721!SPC NV C     -   0.99974869  x   0.99990034  =   0.99964905
 HQ0721!UTM  11      -   0.99974869  x   0.99960716  =   0.99935595
 HQ0721
 HQ0721                          SUPERSEDED SURVEY CONTROL
 HQ0721
 HQ0721  NAD 83(1986)-  37 49 58.13382(N)    116 43 33.55226(W) AD(       ) 2
 HQ0721  NAD 27      -  37 49 58.35930(N)    116 43 30.32568(W) AD(       ) 2
 HQ0721  NGVD 29 (07/19/86) 1626.10   (m)         5335.0    (f) LEVELING    3  
 HQ0721
 HQ0721.Superseded values are not recommended for survey control.
 HQ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0721.See file dsdata.txt to determine how the superseded data were derived.
 HQ0721
 HQ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2411287301(NAD 83)
 HQ0721_MARKER: DE = TRAVERSE STATION DISK
 HQ0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0721_STAMPING: 25 S 1968
 HQ0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0721+STABILITY: SURFACE MOTION
 HQ0721
 HQ0721  HISTORY     - Date     Condition        Report By
 HQ0721  HISTORY     - 1968     MONUMENTED       CGS
 HQ0721  HISTORY     - 1968     GOOD             CGS
 HQ0721
 HQ0721                          STATION DESCRIPTION
 HQ0721
 HQ0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0721'STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS LOCATED
 HQ0721'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0721'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0721'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0721'TARGET AREA.
 HQ0721'
 HQ0721'THE MARK IS A STANDARD TRAVERSE DISK STAMPED 25S 1968, SET IN
 HQ0721'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS BENEATH
 HQ0721'TARGET BOARD NUMBER 25N 25S.  THE MARK IS 14.5 FEET SOUTHEAST OF A
 HQ0721'LARGE CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0721'
 HQ0721'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0721
 HQ0721                          STATION RECOVERY (1968)
 HQ0721
 HQ0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0721'AT TONOPAH TEST RANGE.
 HQ0721'LOCATED ON THE TONOPAH TEST RANGE WHICH IS LOCATED ABOUT 30
 HQ0721'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0721'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0721'GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.  SET IN
 HQ0721'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS BENEATH
 HQ0721'TARGET BOARD NUMBER 25N 25S.  THE MARK IS 14.5 FEET SOUTHEAST
 HQ0721'OF A LARGE CONCRETE PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0723 ***********************************************************************
 HQ0723  DESIGNATION -  CZR TB 26
 HQ0723  PID         -  HQ0723
 HQ0723  STATE/COUNTY-  NV/NYE
 HQ0723  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0723
 HQ0723                         *CURRENT SURVEY CONTROL
 HQ0723  ___________________________________________________________________
 HQ0723* NAD 83(1994)-  37 49 58.49983(N)    116 43 32.95984(W)     ADJUSTED  
 HQ0723* NAVD 88     -      1627.185  (meters)    5338.52   (feet)  ADJUSTED  
 HQ0723  ___________________________________________________________________
 HQ0723  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 HQ0723  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0723  DYNAMIC HT  -        1625.366 (meters)    5332.56  (feet)  COMP
 HQ0723  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0723
 HQ0723  HORZ ORDER  -  SECOND
 HQ0723  VERT ORDER  -  FIRST     CLASS II
 HQ0723
 HQ0723.The horizontal coordinates were established by classical geodetic methods
 HQ0723.and adjusted by the National Geodetic Survey in June 1998..
 HQ0723
 HQ0723.The orthometric height was determined by differential leveling
 HQ0723.and adjusted by the National Geodetic Survey in June 1991..
 HQ0723
 HQ0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0723
 HQ0723.The geoid height was determined by GEOID03.
 HQ0723
 HQ0723.The dynamic height is computed by dividing the NAVD 88
 HQ0723.geopotential number by the normal gravity value computed on the
 HQ0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0723.degrees latitude (g = 980.6199 gals.).
 HQ0723
 HQ0723.The modeled gravity was interpolated from observed gravity values.
 HQ0723
 HQ0723;                    North         East     Units Scale Factor Converg.
 HQ0723;SPC NV C     - 6,342,061.726   494,792.980   MT  0.99990033   -0 02 10.6
 HQ0723;SPC NV C     -20,807,247.51  1,623,333.30   sFT  0.99990033   -0 02 10.6
 HQ0723;UTM  11      - 4,187,312.443   524,126.617   MT  0.99960717   +0 10 05.4
 HQ0723
 HQ0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0723!SPC NV C     -   0.99974869  x   0.99990033  =   0.99964905
 HQ0723!UTM  11      -   0.99974869  x   0.99960717  =   0.99935596
 HQ0723
 HQ0723                          SUPERSEDED SURVEY CONTROL
 HQ0723
 HQ0723  NAD 83(1986)-  37 49 58.49651(N)    116 43 32.96800(W) AD(       ) 2
 HQ0723  NAD 27      -  37 49 58.72186(N)    116 43 29.74118(W) AD(       ) 2
 HQ0723  NGVD 29 (07/19/86) 1626.08   (m)         5334.9    (f) LEVELING    3  
 HQ0723
 HQ0723.Superseded values are not recommended for survey control.
 HQ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0723.See file dsdata.txt to determine how the superseded data were derived.
 HQ0723
 HQ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2412787312(NAD 83)
 HQ0723_MARKER: DE = TRAVERSE STATION DISK
 HQ0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0723_STAMPING: 26 1968
 HQ0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0723+STABILITY: SURFACE MOTION
 HQ0723
 HQ0723  HISTORY     - Date     Condition        Report By
 HQ0723  HISTORY     - 1968     MONUMENTED       CGS
 HQ0723  HISTORY     - 1968     GOOD             CGS
 HQ0723
 HQ0723                          STATION DESCRIPTION
 HQ0723
 HQ0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0723'STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS LOCATED
 HQ0723'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0723'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0723'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0723'TARGET AREA.
 HQ0723'
 HQ0723'THE MARK IS A STANDARD TRAVERSE DISK STAMPED 26 1968, SET IN THE
 HQ0723'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS BENEATH TARGET
 HQ0723'BOARD NUMBER 26.  THE MARK IS 39 FEET SOUTHEAST OF A LARGE CONCRETE
 HQ0723'PAD WHICH IS CALLED HARD TARGET.
 HQ0723'
 HQ0723'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0723
 HQ0723                          STATION RECOVERY (1968)
 HQ0723
 HQ0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0723'AT TONOPAH TEST RANGE.
 HQ0723'LOCATED ON THE TONOPAH TEST RANGE WHICH IS LOCATED ABOUT 30
 HQ0723'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0723'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0723'GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0723'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS
 HQ0723'BENEATH TARGET BOARD NUMBER 26.  THE MARK IS 39 FEET SOUTHEAST
 HQ0723'OF A LARGE CONCRETE PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0724 ***********************************************************************
 HQ0724  DESIGNATION -  CZR TB 27
 HQ0724  PID         -  HQ0724
 HQ0724  STATE/COUNTY-  NV/NYE
 HQ0724  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0724
 HQ0724                         *CURRENT SURVEY CONTROL
 HQ0724  ___________________________________________________________________
 HQ0724* NAD 83(1994)-  37 49 58.86657(N)    116 43 32.36704(W)     ADJUSTED  
 HQ0724* NAVD 88     -      1627.144  (meters)    5338.39   (feet)  ADJUSTED  
 HQ0724  ___________________________________________________________________
 HQ0724  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 HQ0724  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0724  DYNAMIC HT  -        1625.325 (meters)    5332.42  (feet)  COMP
 HQ0724  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0724
 HQ0724  HORZ ORDER  -  SECOND
 HQ0724  VERT ORDER  -  FIRST     CLASS II
 HQ0724
 HQ0724.The horizontal coordinates were established by classical geodetic methods
 HQ0724.and adjusted by the National Geodetic Survey in June 1998..
 HQ0724
 HQ0724.The orthometric height was determined by differential leveling
 HQ0724.and adjusted by the National Geodetic Survey in June 1991..
 HQ0724
 HQ0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0724
 HQ0724.The geoid height was determined by GEOID03.
 HQ0724
 HQ0724.The dynamic height is computed by dividing the NAVD 88
 HQ0724.geopotential number by the normal gravity value computed on the
 HQ0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0724.degrees latitude (g = 980.6199 gals.).
 HQ0724
 HQ0724.The modeled gravity was interpolated from observed gravity values.
 HQ0724
 HQ0724;                    North         East     Units Scale Factor Converg.
 HQ0724;SPC NV C     - 6,342,073.023   494,807.482   MT  0.99990033   -0 02 10.3
 HQ0724;SPC NV C     -20,807,284.58  1,623,380.88   sFT  0.99990033   -0 02 10.3
 HQ0724;UTM  11      - 4,187,323.788   524,141.073   MT  0.99960718   +0 10 05.8
 HQ0724
 HQ0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0724!SPC NV C     -   0.99974870  x   0.99990033  =   0.99964905
 HQ0724!UTM  11      -   0.99974870  x   0.99960718  =   0.99935598
 HQ0724
 HQ0724|---------------------------------------------------------------------|
 HQ0724| PID    Reference Object                     Distance      Geod. Az  |
 HQ0724|                                                           dddmmss.s |
 HQ0724| HQ0762 CZR TB 40                           221.095 METERS 18834     |
 HQ0724| HQ0760 CZR 23 07                           221.484 METERS 18912     |
 HQ0724| HQ0063 HARD TARGET                         133.601 METERS 29755     |
 HQ0724| HQ0742 CZR 23 08                           426.351 METERS 2995951.9 |
 HQ0724|---------------------------------------------------------------------|
 HQ0724
 HQ0724                          SUPERSEDED SURVEY CONTROL
 HQ0724
 HQ0724  NAD 83(1986)-  37 49 58.86325(N)    116 43 32.37519(W) AD(       ) 2
 HQ0724  NAD 27      -  37 49 59.08881(N)    116 43 29.14881(W) AD(       ) 2
 HQ0724  NGVD 29 (07/19/86) 1626.04   (m)         5334.8    (f) LEVELING    3  
 HQ0724
 HQ0724.Superseded values are not recommended for survey control.
 HQ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0724.See file dsdata.txt to determine how the superseded data were derived.
 HQ0724
 HQ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2414187324(NAD 83)
 HQ0724_MARKER: DE = TRAVERSE STATION DISK
 HQ0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0724_STAMPING: 27 1968
 HQ0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0724+STABILITY: SURFACE MOTION
 HQ0724
 HQ0724  HISTORY     - Date     Condition        Report By
 HQ0724  HISTORY     - 1968     MONUMENTED       CGS
 HQ0724  HISTORY     - 1968     GOOD             CGS
 HQ0724
 HQ0724                          STATION DESCRIPTION
 HQ0724
 HQ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0724'STATION IS LOCATED ON THE TONOAPH TEST RANGE WHICH IS LOCATED
 HQ0724'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0724'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0724'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0724'TARGET AREA.
 HQ0724'
 HQ0724'THE MARK IS A STANDARD TRAVERSE DISK STAMPED 27 1968, SET IN
 HQ0724'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS BENEATH
 HQ0724'TARGET BOARD NUMBER 27.  IT IS 64 FEET SOUTHEAST OF A LARGE
 HQ0724'CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0724'
 HQ0724'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0724
 HQ0724                          STATION RECOVERY (1968)
 HQ0724
 HQ0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0724'AT TONOPAH TEST RANGE.
 HQ0724'LOCATED ON THE TONOPAH TEST RANGE WHICH IS LOCATED ABOUT 30
 HQ0724'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0724'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0724'GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0724'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND
 HQ0724'IS BENEATH TARGET BOARD NUMBER 27.  64 FEET SOUTHEAST OF A
 HQ0724'LARGE CONCRETE PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0725 ***********************************************************************
 HQ0725  DESIGNATION -  CZR TB 28
 HQ0725  PID         -  HQ0725
 HQ0725  STATE/COUNTY-  NV/NYE
 HQ0725  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0725
 HQ0725                         *CURRENT SURVEY CONTROL
 HQ0725  ___________________________________________________________________
 HQ0725* NAD 83(1994)-  37 49 59.22951(N)    116 43 31.77742(W)     ADJUSTED  
 HQ0725* NAVD 88     -      1627.016  (meters)    5337.97   (feet)  ADJUSTED  
 HQ0725  ___________________________________________________________________
 HQ0725  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 HQ0725  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0725  DYNAMIC HT  -        1625.198 (meters)    5332.00  (feet)  COMP
 HQ0725  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0725
 HQ0725  HORZ ORDER  -  SECOND
 HQ0725  VERT ORDER  -  FIRST     CLASS II
 HQ0725
 HQ0725.The horizontal coordinates were established by classical geodetic methods
 HQ0725.and adjusted by the National Geodetic Survey in June 1998..
 HQ0725
 HQ0725.The orthometric height was determined by differential leveling
 HQ0725.and adjusted by the National Geodetic Survey in June 1991..
 HQ0725
 HQ0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0725
 HQ0725.The geoid height was determined by GEOID03.
 HQ0725
 HQ0725.The dynamic height is computed by dividing the NAVD 88
 HQ0725.geopotential number by the normal gravity value computed on the
 HQ0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0725.degrees latitude (g = 980.6199 gals.).
 HQ0725
 HQ0725.The modeled gravity was interpolated from observed gravity values.
 HQ0725
 HQ0725;                    North         East     Units Scale Factor Converg.
 HQ0725;SPC NV C     - 6,342,084.203   494,821.905   MT  0.99990033   -0 02 09.9
 HQ0725;SPC NV C     -20,807,321.26  1,623,428.20   sFT  0.99990033   -0 02 09.9
 HQ0725;UTM  11      - 4,187,335.016   524,155.453   MT  0.99960719   +0 10 06.1
 HQ0725
 HQ0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0725!SPC NV C     -   0.99974872  x   0.99990033  =   0.99964907
 HQ0725!UTM  11      -   0.99974872  x   0.99960719  =   0.99935601
 HQ0725
 HQ0725                          SUPERSEDED SURVEY CONTROL
 HQ0725
 HQ0725  NAD 83(1986)-  37 49 59.22619(N)    116 43 31.78557(W) AD(       ) 2
 HQ0725  NAD 27      -  37 49 59.45179(N)    116 43 28.55916(W) AD(       ) 2
 HQ0725  NGVD 29 (07/19/86) 1625.91   (m)         5334.3    (f) LEVELING    3  
 HQ0725
 HQ0725.Superseded values are not recommended for survey control.
 HQ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0725.See file dsdata.txt to determine how the superseded data were derived.
 HQ0725
 HQ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2415587335(NAD 83)
 HQ0725_MARKER: DE = TRAVERSE STATION DISK
 HQ0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0725_STAMPING: 28 1968
 HQ0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0725+STABILITY: SURFACE MOTION
 HQ0725
 HQ0725  HISTORY     - Date     Condition        Report By
 HQ0725  HISTORY     - 1968     MONUMENTED       CGS
 HQ0725  HISTORY     - 1968     GOOD             CGS
 HQ0725
 HQ0725                          STATION DESCRIPTION
 HQ0725
 HQ0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0725'STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS LOCATED
 HQ0725'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0725'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0725'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0725'TARGET AREA.
 HQ0725'
 HQ0725'THE MARK IS A STANDARD TRAVERSE DISK STAMPED 28 1968 SET IN THE
 HQ0725'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS BENEATH TARGET
 HQ0725'BOARD NUMBER 28.
 HQ0725'
 HQ0725'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0725
 HQ0725                          STATION RECOVERY (1968)
 HQ0725
 HQ0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0725'AT TONOPAH TEST RANGE.
 HQ0725'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0725'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0725'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0725'GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.  SET
 HQ0725'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH AND IS
 HQ0725'BENEATH TARGET BOARD NUMBER 28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0737 ***********************************************************************
 HQ0737  DESIGNATION -  CZR TB 29
 HQ0737  PID         -  HQ0737
 HQ0737  STATE/COUNTY-  NV/NYE
 HQ0737  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0737
 HQ0737                         *CURRENT SURVEY CONTROL
 HQ0737  ___________________________________________________________________
 HQ0737* NAD 83(1994)-  37 50 05.41185(N)    116 43 37.98487(W)     ADJUSTED  
 HQ0737* NAVD 88     -      1626.184  (meters)    5335.24   (feet)  ADJUSTED  
 HQ0737  ___________________________________________________________________
 HQ0737  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 HQ0737  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0737  DYNAMIC HT  -        1624.367 (meters)    5329.28  (feet)  COMP
 HQ0737  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 HQ0737
 HQ0737  HORZ ORDER  -  SECOND
 HQ0737  VERT ORDER  -  FIRST     CLASS II
 HQ0737
 HQ0737.The horizontal coordinates were established by classical geodetic methods
 HQ0737.and adjusted by the National Geodetic Survey in June 1998..
 HQ0737
 HQ0737.The orthometric height was determined by differential leveling
 HQ0737.and adjusted by the National Geodetic Survey in June 1991..
 HQ0737
 HQ0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0737
 HQ0737.The geoid height was determined by GEOID03.
 HQ0737
 HQ0737.The dynamic height is computed by dividing the NAVD 88
 HQ0737.geopotential number by the normal gravity value computed on the
 HQ0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0737.degrees latitude (g = 980.6199 gals.).
 HQ0737
 HQ0737.The modeled gravity was interpolated from observed gravity values.
 HQ0737
 HQ0737;                    North         East     Units Scale Factor Converg.
 HQ0737;SPC NV C     - 6,342,274.891   494,670.253   MT  0.99990035   -0 02 13.7
 HQ0737;SPC NV C     -20,807,946.87  1,622,930.66   sFT  0.99990035   -0 02 13.7
 HQ0737;UTM  11      - 4,187,525.106   524,003.165   MT  0.99960710   +0 10 02.4
 HQ0737
 HQ0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0737!SPC NV C     -   0.99974885  x   0.99990035  =   0.99964922
 HQ0737!UTM  11      -   0.99974885  x   0.99960710  =   0.99935605
 HQ0737
 HQ0737                          SUPERSEDED SURVEY CONTROL
 HQ0737
 HQ0737  NAD 83(1986)-  37 50 05.40853(N)    116 43 37.99302(W) AD(       ) 2
 HQ0737  NAD 27      -  37 50 05.63425(N)    116 43 34.76628(W) AD(       ) 2
 HQ0737  NGVD 29 (07/19/86) 1625.08   (m)         5331.6    (f) LEVELING    3  
 HQ0737
 HQ0737.Superseded values are not recommended for survey control.
 HQ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0737.See file dsdata.txt to determine how the superseded data were derived.
 HQ0737
 HQ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2400387525(NAD 83)
 HQ0737_MARKER: DE = TRAVERSE STATION DISK
 HQ0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0737_STAMPING: 29 1968
 HQ0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0737+STABILITY: SURFACE MOTION
 HQ0737
 HQ0737  HISTORY     - Date     Condition        Report By
 HQ0737  HISTORY     - 1968     MONUMENTED       CGS
 HQ0737  HISTORY     - 1968     GOOD             CGS
 HQ0737
 HQ0737                          STATION DESCRIPTION
 HQ0737
 HQ0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0737'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0737'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0737'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0737'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0737'HARD TARGET AREA.
 HQ0737'
 HQ0737'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 29 1968,
 HQ0737'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH BENEATH
 HQ0737'TARGET BOARD NUMBER 29.  IT IS 85 FEET NORTH OF A LARGE CONCRETE
 HQ0737'PAD WHICH IS CALLED HARD TARGET.
 HQ0737'
 HQ0737'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0737
 HQ0737                          STATION RECOVERY (1968)
 HQ0737
 HQ0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0737'AT TONOPAH TEST RANGE.
 HQ0737'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0737'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0737'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0737'GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0737'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH BENEATH
 HQ0737'TARGET BOARD NUMBER 29.  85 FEET NORTH OF A LARGE CONCRETE PAD
 HQ0737'WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0697 ***********************************************************************
 HQ0697  DESIGNATION -  CZR TB 3
 HQ0697  PID         -  HQ0697
 HQ0697  STATE/COUNTY-  NV/NYE
 HQ0697  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0697
 HQ0697                         *CURRENT SURVEY CONTROL
 HQ0697  ___________________________________________________________________
 HQ0697* NAD 83(1994)-  37 50 02.05381(N)    116 43 42.42501(W)     ADJUSTED  
 HQ0697* NAVD 88     -      1627.231  (meters)    5338.67   (feet)  ADJUSTED  
 HQ0697  ___________________________________________________________________
 HQ0697  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HQ0697  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0697  DYNAMIC HT  -        1625.413 (meters)    5332.71  (feet)  COMP
 HQ0697  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 HQ0697
 HQ0697  HORZ ORDER  -  SECOND
 HQ0697  VERT ORDER  -  FIRST     CLASS II
 HQ0697
 HQ0697.The horizontal coordinates were established by classical geodetic methods
 HQ0697.and adjusted by the National Geodetic Survey in June 1998..
 HQ0697
 HQ0697.The orthometric height was determined by differential leveling
 HQ0697.and adjusted by the National Geodetic Survey in June 1991..
 HQ0697
 HQ0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0697
 HQ0697.The geoid height was determined by GEOID03.
 HQ0697
 HQ0697.The dynamic height is computed by dividing the NAVD 88
 HQ0697.geopotential number by the normal gravity value computed on the
 HQ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0697.degrees latitude (g = 980.6199 gals.).
 HQ0697
 HQ0697.The modeled gravity was interpolated from observed gravity values.
 HQ0697
 HQ0697;                    North         East     Units Scale Factor Converg.
 HQ0697;SPC NV C     - 6,342,171.440   494,561.622   MT  0.99990036   -0 02 16.4
 HQ0697;SPC NV C     -20,807,607.47  1,622,574.25   sFT  0.99990036   -0 02 16.4
 HQ0697;UTM  11      - 4,187,421.298   523,894.937   MT  0.99960703   +0 09 59.6
 HQ0697
 HQ0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0697!SPC NV C     -   0.99974869  x   0.99990036  =   0.99964907
 HQ0697!UTM  11      -   0.99974869  x   0.99960703  =   0.99935581
 HQ0697
 HQ0697:                Primary Azimuth Mark                     Grid Az
 HQ0697:SPC NV C     -  CZR 23 11 CP                             057 29 46.8
 HQ0697:UTM  11      -  CZR 23 11 CP                             057 17 30.8
 HQ0697
 HQ0697|---------------------------------------------------------------------|
 HQ0697| PID    Reference Object                     Distance      Geod. Az  |
 HQ0697|                                                           dddmmss.s |
 HQ0697| HQ0056 CZR 23 11 CP                        APPROX. 1.2 KM 0572730.4 |
 HQ0697| HQ0063 HARD TARGET                         132.785 METERS 10536     |
 HQ0697|---------------------------------------------------------------------|
 HQ0697
 HQ0697                          SUPERSEDED SURVEY CONTROL
 HQ0697
 HQ0697  NAD 83(1986)-  37 50 02.05049(N)    116 43 42.43317(W) AD(       ) 2
 HQ0697  NAD 27      -  37 50 02.27604(N)    116 43 39.20626(W) AD(       ) 2
 HQ0697  NGVD 29 (07/19/86) 1626.13   (m)         5335.1    (f) LEVELING    3  
 HQ0697
 HQ0697.Superseded values are not recommended for survey control.
 HQ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0697.See file dsdata.txt to determine how the superseded data were derived.
 HQ0697
 HQ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2389587421(NAD 83)
 HQ0697_MARKER: DE = TRAVERSE STATION DISK
 HQ0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0697_STAMPING: 3 1968
 HQ0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0697+STABILITY: SURFACE MOTION
 HQ0697
 HQ0697  HISTORY     - Date     Condition        Report By
 HQ0697  HISTORY     - 1968     MONUMENTED       CGS
 HQ0697  HISTORY     - 1968     GOOD             CGS
 HQ0697
 HQ0697                          STATION DESCRIPTION
 HQ0697
 HQ0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0697'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0697'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0697'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0697'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0697'TARGET AREA.
 HQ0697'
 HQ0697'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 3 1968, SET
 HQ0697'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH BENEATH TARGET
 HQ0697'BOARD NUMBER 3.  IT IS 53 FEET WEST OF A LARGE CONCRETE PAD WHICH
 HQ0697'IS CALLED HARD TARGET.
 HQ0697'
 HQ0697'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0697
 HQ0697                          STATION RECOVERY (1968)
 HQ0697
 HQ0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0697'AT TONOPAH TEST RANGE.
 HQ0697'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0697'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0697'OF THE TEST RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE
 HQ0697'NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET
 HQ0697'AREA.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 HQ0697'BENEATH TARGET BOARD NUMBER 3.  IT IS 53 FEET WEST OF A LARGE
 HQ0697'CONCRETE PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0738 ***********************************************************************
 HQ0738  DESIGNATION -  CZR TB 30
 HQ0738  PID         -  HQ0738
 HQ0738  STATE/COUNTY-  NV/NYE
 HQ0738  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0738
 HQ0738                         *CURRENT SURVEY CONTROL
 HQ0738  ___________________________________________________________________
 HQ0738* NAD 83(1994)-  37 50 04.92758(N)    116 43 38.77118(W)     ADJUSTED  
 HQ0738* NAVD 88     -      1626.381  (meters)    5335.89   (feet)  ADJUSTED  
 HQ0738  ___________________________________________________________________
 HQ0738  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 HQ0738  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0738  DYNAMIC HT  -        1624.564 (meters)    5329.92  (feet)  COMP
 HQ0738  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 HQ0738
 HQ0738  HORZ ORDER  -  SECOND
 HQ0738  VERT ORDER  -  FIRST     CLASS II
 HQ0738
 HQ0738.The horizontal coordinates were established by classical geodetic methods
 HQ0738.and adjusted by the National Geodetic Survey in June 1998..
 HQ0738
 HQ0738.The orthometric height was determined by differential leveling
 HQ0738.and adjusted by the National Geodetic Survey in June 1991..
 HQ0738
 HQ0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0738
 HQ0738.The geoid height was determined by GEOID03.
 HQ0738
 HQ0738.The dynamic height is computed by dividing the NAVD 88
 HQ0738.geopotential number by the normal gravity value computed on the
 HQ0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0738.degrees latitude (g = 980.6199 gals.).
 HQ0738
 HQ0738.The modeled gravity was interpolated from observed gravity values.
 HQ0738
 HQ0738;                    North         East     Units Scale Factor Converg.
 HQ0738;SPC NV C     - 6,342,259.975   494,651.018   MT  0.99990035   -0 02 14.2
 HQ0738;SPC NV C     -20,807,897.93  1,622,867.55   sFT  0.99990035   -0 02 14.2
 HQ0738;UTM  11      - 4,187,510.126   523,983.989   MT  0.99960708   +0 10 01.9
 HQ0738
 HQ0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0738!SPC NV C     -   0.99974882  x   0.99990035  =   0.99964919
 HQ0738!UTM  11      -   0.99974882  x   0.99960708  =   0.99935600
 HQ0738
 HQ0738                          SUPERSEDED SURVEY CONTROL
 HQ0738
 HQ0738  NAD 83(1986)-  37 50 04.92426(N)    116 43 38.77933(W) AD(       ) 2
 HQ0738  NAD 27      -  37 50 05.14940(N)    116 43 35.55232(W) AD(       ) 2
 HQ0738  NGVD 29 (07/19/86) 1625.28   (m)         5332.3    (f) LEVELING    3  
 HQ0738
 HQ0738.Superseded values are not recommended for survey control.
 HQ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0738.See file dsdata.txt to determine how the superseded data were derived.
 HQ0738
 HQ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2398487510(NAD 83)
 HQ0738_MARKER: DE = TRAVERSE STATION DISK
 HQ0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0738_STAMPING: 30 1968
 HQ0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0738+STABILITY: SURFACE MOTION
 HQ0738
 HQ0738  HISTORY     - Date     Condition        Report By
 HQ0738  HISTORY     - 1968     MONUMENTED       CGS
 HQ0738  HISTORY     - 1968     GOOD             CGS
 HQ0738
 HQ0738                          STATION DESCRIPTION
 HQ0738
 HQ0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0738'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0738'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0738'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0738'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0738'HARD TARGET AREA.
 HQ0738'
 HQ0738'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 30 1968,
 HQ0738'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH BENEATH
 HQ0738'TARGET BOARD NUMBER 30.  IT IS 51 FEET NORTHWEST OF A LARGE
 HQ0738'CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0738'
 HQ0738'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0738'HARD TARGET.
 HQ0738
 HQ0738                          STATION RECOVERY (1968)
 HQ0738
 HQ0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0738'AT TONOPAH TEST RANGE.
 HQ0738'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0738'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0738'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0738'GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.  SET
 HQ0738'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH BENEATH
 HQ0738'TARGET BOARD NUMBER 30.  51 FEET NORTHWEST OF A LARGE CONCRETE
 HQ0738'PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0745 ***********************************************************************
 HQ0745  DESIGNATION -  CZR TB 31
 HQ0745  PID         -  HQ0745
 HQ0745  STATE/COUNTY-  NV/NYE
 HQ0745  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0745
 HQ0745                         *CURRENT SURVEY CONTROL
 HQ0745  ___________________________________________________________________
 HQ0745* NAD 83(1994)-  37 50 03.10645(N)    116 43 41.72705(W)     ADJUSTED  
 HQ0745* NAVD 88     -      1626.892  (meters)    5337.56   (feet)  ADJUSTED  
 HQ0745  ___________________________________________________________________
 HQ0745  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HQ0745  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0745  DYNAMIC HT  -        1625.074 (meters)    5331.60  (feet)  COMP
 HQ0745  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 HQ0745
 HQ0745  HORZ ORDER  -  SECOND
 HQ0745  VERT ORDER  -  FIRST     CLASS II
 HQ0745
 HQ0745.The horizontal coordinates were established by classical geodetic methods
 HQ0745.and adjusted by the National Geodetic Survey in June 1998..
 HQ0745
 HQ0745.The orthometric height was determined by differential leveling
 HQ0745.and adjusted by the National Geodetic Survey in June 1991..
 HQ0745
 HQ0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0745
 HQ0745.The geoid height was determined by GEOID03.
 HQ0745
 HQ0745.The dynamic height is computed by dividing the NAVD 88
 HQ0745.geopotential number by the normal gravity value computed on the
 HQ0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0745.degrees latitude (g = 980.6199 gals.).
 HQ0745
 HQ0745.The modeled gravity was interpolated from observed gravity values.
 HQ0745
 HQ0745;                    North         East     Units Scale Factor Converg.
 HQ0745;SPC NV C     - 6,342,203.880   494,578.709   MT  0.99990036   -0 02 16.0
 HQ0745;SPC NV C     -20,807,713.90  1,622,630.31   sFT  0.99990036   -0 02 16.0
 HQ0745;UTM  11      - 4,187,453.789   523,911.903   MT  0.99960704   +0 10 00.1
 HQ0745
 HQ0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0745!SPC NV C     -   0.99974874  x   0.99990036  =   0.99964912
 HQ0745!UTM  11      -   0.99974874  x   0.99960704  =   0.99935588
 HQ0745
 HQ0745                          SUPERSEDED SURVEY CONTROL
 HQ0745
 HQ0745  NAD 83(1986)-  37 50 03.10314(N)    116 43 41.73520(W) AD(       ) 2
 HQ0745  NAD 27      -  37 50 03.32873(N)    116 43 38.50828(W) AD(       ) 2
 HQ0745  NGVD 29 (07/19/86) 1625.79   (m)         5333.9    (f) LEVELING    3  
 HQ0745
 HQ0745.Superseded values are not recommended for survey control.
 HQ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0745.See file dsdata.txt to determine how the superseded data were derived.
 HQ0745
 HQ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2391287454(NAD 83)
 HQ0745_MARKER: DE = TRAVERSE STATION DISK
 HQ0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0745_STAMPING: 31 1968
 HQ0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0745+STABILITY: SURFACE MOTION
 HQ0745
 HQ0745  HISTORY     - Date     Condition        Report By
 HQ0745  HISTORY     - 1968     MONUMENTED       CGS
 HQ0745  HISTORY     - 1968     GOOD             CGS
 HQ0745
 HQ0745                          STATION DESCRIPTION
 HQ0745
 HQ0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0745'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0745'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0745'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0745'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0745'HARD TARGET AREA.
 HQ0745'
 HQ0745'THE MARK IS A STANDARD TRAVERSE DISK STAMPED 31 1968, SET IN
 HQ0745'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 HQ0745'BENEATH TARGET BOARD NUMBER 31.
 HQ0745'
 HQ0745'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD
 HQ0745'TARGET.
 HQ0745
 HQ0745                          STATION RECOVERY (1968)
 HQ0745
 HQ0745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0745'AT TONOPAH TEST RANGE.
 HQ0745'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0745'MILES SOUTHEAST OF TONOPAH, IT IS 3 1/2 MILES NORTHEAST OF THE
 HQ0745'TEST RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH
 HQ0745'GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET
 HQ0745'AREA.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HQ0745'ABOUT 2 INCHES BENEATH TARGET BOARD NUMBER 31.  NOTE-- A TRAVERSE
 HQ0745'CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0746 ***********************************************************************
 HQ0746  DESIGNATION -  CZR TB 32
 HQ0746  PID         -  HQ0746
 HQ0746  STATE/COUNTY-  NV/NYE
 HQ0746  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0746
 HQ0746                         *CURRENT SURVEY CONTROL
 HQ0746  ___________________________________________________________________
 HQ0746* NAD 83(1994)-  37 50 02.62053(N)    116 43 42.51430(W)     ADJUSTED  
 HQ0746* NAVD 88     -      1627.007  (meters)    5337.94   (feet)  ADJUSTED  
 HQ0746  ___________________________________________________________________
 HQ0746  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HQ0746  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0746  DYNAMIC HT  -        1625.189 (meters)    5331.97  (feet)  COMP
 HQ0746  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 HQ0746
 HQ0746  HORZ ORDER  -  SECOND
 HQ0746  VERT ORDER  -  FIRST     CLASS II
 HQ0746
 HQ0746.The horizontal coordinates were established by classical geodetic methods
 HQ0746.and adjusted by the National Geodetic Survey in June 1998..
 HQ0746
 HQ0746.The orthometric height was determined by differential leveling
 HQ0746.and adjusted by the National Geodetic Survey in June 1991..
 HQ0746
 HQ0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0746
 HQ0746.The geoid height was determined by GEOID03.
 HQ0746
 HQ0746.The dynamic height is computed by dividing the NAVD 88
 HQ0746.geopotential number by the normal gravity value computed on the
 HQ0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0746.degrees latitude (g = 980.6199 gals.).
 HQ0746
 HQ0746.The modeled gravity was interpolated from observed gravity values.
 HQ0746
 HQ0746;                    North         East     Units Scale Factor Converg.
 HQ0746;SPC NV C     - 6,342,188.912   494,559.451   MT  0.99990036   -0 02 16.5
 HQ0746;SPC NV C     -20,807,664.79  1,622,567.13   sFT  0.99990036   -0 02 16.5
 HQ0746;UTM  11      - 4,187,438.758   523,892.703   MT  0.99960703   +0 09 59.6
 HQ0746
 HQ0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0746!SPC NV C     -   0.99974872  x   0.99990036  =   0.99964911
 HQ0746!UTM  11      -   0.99974872  x   0.99960703  =   0.99935585
 HQ0746
 HQ0746                          SUPERSEDED SURVEY CONTROL
 HQ0746
 HQ0746  NAD 83(1986)-  37 50 02.61722(N)    116 43 42.52245(W) AD(       ) 2
 HQ0746  NAD 27      -  37 50 02.84289(N)    116 43 39.29557(W) AD(       ) 2
 HQ0746  NGVD 29 (07/19/86) 1625.90   (m)         5334.3    (f) LEVELING    3  
 HQ0746
 HQ0746.Superseded values are not recommended for survey control.
 HQ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0746.See file dsdata.txt to determine how the superseded data were derived.
 HQ0746
 HQ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2389387439(NAD 83)
 HQ0746_MARKER: DE = TRAVERSE STATION DISK
 HQ0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0746_STAMPING: 32 1968
 HQ0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0746+STABILITY: SURFACE MOTION
 HQ0746
 HQ0746  HISTORY     - Date     Condition        Report By
 HQ0746  HISTORY     - 1968     MONUMENTED       CGS
 HQ0746  HISTORY     - 1968     GOOD             CGS
 HQ0746
 HQ0746                          STATION DESCRIPTION
 HQ0746
 HQ0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0746'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0746'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0746'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0746'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0746'HARD TARGET AREA.
 HQ0746'
 HQ0746'THE STATION MARK IS A STANDARD DISK STAMPED 32 1968, SET
 HQ0746'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH BENEATH
 HQ0746'TARGET BOARD NUMBER 32.  IT IS 84 FEET NORTHWEST OF A LARGE
 HQ0746'CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0746'
 HQ0746'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD
 HQ0746'TARGET.
 HQ0746
 HQ0746                          STATION RECOVERY (1968)
 HQ0746
 HQ0746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0746'AT TONOPAH TEST BASE.
 HQ0746'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0746'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0746'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0746'GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0746'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH BENEATH
 HQ0746'TARGET BOARD NUMBER 32, 84 FEET NORTHWEST OF A LARGE CONCRETE
 HQ0746'PAD WHICH IS CALLED HARD TARGET.  NOTE-- A TRAVERSE CONNECTION
 HQ0746'WAS MADE TO TRIANGULATION STATION HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0744 ***********************************************************************
 HQ0744  DESIGNATION -  CZR TB 33 N
 HQ0744  PID         -  HQ0744
 HQ0744  STATE/COUNTY-  NV/NYE
 HQ0744  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0744
 HQ0744                         *CURRENT SURVEY CONTROL
 HQ0744  ___________________________________________________________________
 HQ0744* NAD 83(1994)-  37 50 00.99654(N)    116 43 45.16413(W)     ADJUSTED  
 HQ0744* NAVD 88     -      1627.604  (meters)    5339.90   (feet)  ADJUSTED  
 HQ0744  ___________________________________________________________________
 HQ0744  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 HQ0744  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0744  DYNAMIC HT  -        1625.786 (meters)    5333.93  (feet)  COMP
 HQ0744  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 HQ0744
 HQ0744  HORZ ORDER  -  SECOND
 HQ0744  VERT ORDER  -  FIRST     CLASS II
 HQ0744
 HQ0744.The horizontal coordinates were established by classical geodetic methods
 HQ0744.and adjusted by the National Geodetic Survey in June 1998..
 HQ0744
 HQ0744.The orthometric height was determined by differential leveling
 HQ0744.and adjusted by the National Geodetic Survey in June 1991..
 HQ0744
 HQ0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0744
 HQ0744.The geoid height was determined by GEOID03.
 HQ0744
 HQ0744.The dynamic height is computed by dividing the NAVD 88
 HQ0744.geopotential number by the normal gravity value computed on the
 HQ0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0744.degrees latitude (g = 980.6199 gals.).
 HQ0744
 HQ0744.The modeled gravity was interpolated from observed gravity values.
 HQ0744
 HQ0744;                    North         East     Units Scale Factor Converg.
 HQ0744;SPC NV C     - 6,342,138.890   494,494.628   MT  0.99990037   -0 02 18.1
 HQ0744;SPC NV C     -20,807,500.67  1,622,354.46   sFT  0.99990037   -0 02 18.1
 HQ0744;UTM  11      - 4,187,388.519   523,828.079   MT  0.99960699   +0 09 57.9
 HQ0744
 HQ0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0744!SPC NV C     -   0.99974863  x   0.99990037  =   0.99964902
 HQ0744!UTM  11      -   0.99974863  x   0.99960699  =   0.99935572
 HQ0744
 HQ0744                          SUPERSEDED SURVEY CONTROL
 HQ0744
 HQ0744  NAD 83(1986)-  37 50 00.99324(N)    116 43 45.17229(W) AD(       ) 2
 HQ0744  NAD 27      -  37 50 01.21862(N)    116 43 41.94541(W) AD(       ) 2
 HQ0744  NGVD 29 (07/19/86) 1626.50   (m)         5336.3    (f) LEVELING    3  
 HQ0744
 HQ0744.Superseded values are not recommended for survey control.
 HQ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0744.See file dsdata.txt to determine how the superseded data were derived.
 HQ0744
 HQ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2382887389(NAD 83)
 HQ0744_MARKER: DE = TRAVERSE STATION DISK
 HQ0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0744_SP_SET: TARGET BOARD BASE
 HQ0744_STAMPING: 33 N 1968
 HQ0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0744
 HQ0744  HISTORY     - Date     Condition        Report By
 HQ0744  HISTORY     - 1968     MONUMENTED       CGS
 HQ0744  HISTORY     - 1968     GOOD             CGS
 HQ0744
 HQ0744                          STATION DESCRIPTION
 HQ0744
 HQ0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0744'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0744'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2
 HQ0744'MILES NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST
 HQ0744'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0744'HARD TARGET AREA.
 HQ0744'
 HQ0744'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 33 N
 HQ0744'1968, SET IN A DRILL OLE IN THE CONCRETE BASE OF TARGET
 HQ0744'BOARD NUMBER 33.
 HQ0744'
 HQ0744'A TRAVERSE CONNECTIONWAS MADE TO TRIANGULATION STATION FORK
 HQ0744'1933.
 HQ0744
 HQ0744                          STATION RECOVERY (1968)
 HQ0744
 HQ0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0744'AT TONOPAH TEST RANGE.
 HQ0744'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0744'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0744'RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH GUARD GATE,
 HQ0744'WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.  SET IN
 HQ0744'A DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD NUMBER 33.
 HQ0744'NOTE-- A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0744'FORK 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0747 ***********************************************************************
 HQ0747  DESIGNATION -  CZR TB 33 S
 HQ0747  PID         -  HQ0747
 HQ0747  STATE/COUNTY-  NV/NYE
 HQ0747  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0747
 HQ0747                         *CURRENT SURVEY CONTROL
 HQ0747  ___________________________________________________________________
 HQ0747* NAD 83(1994)-  37 50 00.98846(N)    116 43 45.15790(W)     ADJUSTED  
 HQ0747* NAVD 88     -      1627.619  (meters)    5339.95   (feet)  ADJUSTED  
 HQ0747  ___________________________________________________________________
 HQ0747  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 HQ0747  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0747  DYNAMIC HT  -        1625.801 (meters)    5333.98  (feet)  COMP
 HQ0747  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 HQ0747
 HQ0747  HORZ ORDER  -  SECOND
 HQ0747  VERT ORDER  -  FIRST     CLASS II
 HQ0747
 HQ0747.The horizontal coordinates were established by classical geodetic methods
 HQ0747.and adjusted by the National Geodetic Survey in June 1998..
 HQ0747
 HQ0747.The orthometric height was determined by differential leveling
 HQ0747.and adjusted by the National Geodetic Survey in June 1991..
 HQ0747
 HQ0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0747
 HQ0747.The geoid height was determined by GEOID03.
 HQ0747
 HQ0747.The dynamic height is computed by dividing the NAVD 88
 HQ0747.geopotential number by the normal gravity value computed on the
 HQ0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0747.degrees latitude (g = 980.6199 gals.).
 HQ0747
 HQ0747.The modeled gravity was interpolated from observed gravity values.
 HQ0747
 HQ0747;                    North         East     Units Scale Factor Converg.
 HQ0747;SPC NV C     - 6,342,138.641   494,494.780   MT  0.99990037   -0 02 18.1
 HQ0747;SPC NV C     -20,807,499.86  1,622,354.96   sFT  0.99990037   -0 02 18.1
 HQ0747;UTM  11      - 4,187,388.271   523,828.232   MT  0.99960699   +0 09 57.9
 HQ0747
 HQ0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0747!SPC NV C     -   0.99974863  x   0.99990037  =   0.99964902
 HQ0747!UTM  11      -   0.99974863  x   0.99960699  =   0.99935571
 HQ0747
 HQ0747                          SUPERSEDED SURVEY CONTROL
 HQ0747
 HQ0747  NAD 83(1986)-  37 50 00.98515(N)    116 43 45.16606(W) AD(       ) 2
 HQ0747  NAD 27      -  37 50 01.21074(N)    116 43 41.93909(W) AD(       ) 2
 HQ0747  NGVD 29 (07/19/86) 1626.52   (m)         5336.3    (f) LEVELING    3  
 HQ0747
 HQ0747.Superseded values are not recommended for survey control.
 HQ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0747.See file dsdata.txt to determine how the superseded data were derived.
 HQ0747
 HQ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2382887388(NAD 83)
 HQ0747_MARKER: DE = TRAVERSE STATION DISK
 HQ0747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0747_SP_SET: TARGET BOARD BASE
 HQ0747_STAMPING: 33 S 1968
 HQ0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0747
 HQ0747  HISTORY     - Date     Condition        Report By
 HQ0747  HISTORY     - 1968     MONUMENTED       CGS
 HQ0747  HISTORY     - 1968     GOOD             CGS
 HQ0747
 HQ0747                          STATION DESCRIPTION
 HQ0747
 HQ0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0747'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0747'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0747'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF
 HQ0747'THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0747'HARD TARGET AREA.
 HQ0747'
 HQ0747'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 33 S
 HQ0747'1968, SET IN A DRILL HOLE IN THE CONCRETE BASE OF TARGET
 HQ0747'BOARD NUMBER 33.
 HQ0747'
 HQ0747'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0747'FORK 1933.
 HQ0747
 HQ0747                          STATION RECOVERY (1968)
 HQ0747
 HQ0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0747'AT TONOPAH TEST RANGE.
 HQ0747'LOCATED ABOUT 30 MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES
 HQ0747'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF
 HQ0747'THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0747'TARGET AREA.  SET IN A DRILL HOLE IN THE CONCRETE BASE OF TARGET
 HQ0747'BOARD NUMBER 33.  NOTE-- A TRAVERSE CONNECTION WAS MADE TO
 HQ0747'TRIANGULATION STATION FORK 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0749 ***********************************************************************
 HQ0749  DESIGNATION -  CZR TB 34 N
 HQ0749  PID         -  HQ0749
 HQ0749  STATE/COUNTY-  NV/NYE
 HQ0749  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0749
 HQ0749                         *CURRENT SURVEY CONTROL
 HQ0749  ___________________________________________________________________
 HQ0749* NAD 83(1994)-  37 50 00.51495(N)    116 43 45.95220(W)     ADJUSTED  
 HQ0749* NAVD 88     -      1627.844  (meters)    5340.68   (feet)  ADJUSTED  
 HQ0749  ___________________________________________________________________
 HQ0749  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 HQ0749  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0749  DYNAMIC HT  -        1626.025 (meters)    5334.72  (feet)  COMP
 HQ0749  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 HQ0749
 HQ0749  HORZ ORDER  -  SECOND
 HQ0749  VERT ORDER  -  FIRST     CLASS II
 HQ0749
 HQ0749.The horizontal coordinates were established by classical geodetic methods
 HQ0749.and adjusted by the National Geodetic Survey in June 1998..
 HQ0749
 HQ0749.The orthometric height was determined by differential leveling
 HQ0749.and adjusted by the National Geodetic Survey in June 1991..
 HQ0749
 HQ0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0749
 HQ0749.The geoid height was determined by GEOID03.
 HQ0749
 HQ0749.The dynamic height is computed by dividing the NAVD 88
 HQ0749.geopotential number by the normal gravity value computed on the
 HQ0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0749.degrees latitude (g = 980.6199 gals.).
 HQ0749
 HQ0749.The modeled gravity was interpolated from observed gravity values.
 HQ0749
 HQ0749;                    North         East     Units Scale Factor Converg.
 HQ0749;SPC NV C     - 6,342,124.056   494,475.349   MT  0.99990038   -0 02 18.6
 HQ0749;SPC NV C     -20,807,452.01  1,622,291.21   sFT  0.99990038   -0 02 18.6
 HQ0749;UTM  11      - 4,187,373.621   523,808.859   MT  0.99960698   +0 09 57.5
 HQ0749
 HQ0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0749!SPC NV C     -   0.99974859  x   0.99990038  =   0.99964899
 HQ0749!UTM  11      -   0.99974859  x   0.99960698  =   0.99935567
 HQ0749
 HQ0749                          SUPERSEDED SURVEY CONTROL
 HQ0749
 HQ0749  NAD 83(1986)-  37 50 00.51165(N)    116 43 45.96036(W) AD(       ) 2
 HQ0749  NAD 27      -  37 50 00.73704(N)    116 43 42.73347(W) AD(       ) 2
 HQ0749  NGVD 29 (07/19/86) 1626.74   (m)         5337.1    (f) LEVELING    3  
 HQ0749
 HQ0749.Superseded values are not recommended for survey control.
 HQ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0749.See file dsdata.txt to determine how the superseded data were derived.
 HQ0749
 HQ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2380987374(NAD 83)
 HQ0749_MARKER: DE = TRAVERSE STATION DISK
 HQ0749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0749_SP_SET: TARGET BOARD BASE
 HQ0749_STAMPING: 34 N 1968
 HQ0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0749
 HQ0749  HISTORY     - Date     Condition        Report By
 HQ0749  HISTORY     - 1968     MONUMENTED       CGS
 HQ0749  HISTORY     - 1968     GOOD             CGS
 HQ0749
 HQ0749                          STATION DESCRIPTION
 HQ0749
 HQ0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0749'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0749'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0749'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST
 HQ0749'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0749'HARD TARGET AREA.
 HQ0749'
 HQ0749'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 34 N 1968,
 HQ0749'SET IN A DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD NUMBER
 HQ0749'34.
 HQ0749'
 HQ0749'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FORK
 HQ0749'1933.
 HQ0749
 HQ0749                          STATION RECOVERY (1968)
 HQ0749
 HQ0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0749'AT TONOPAH TEST RANGE.
 HQ0749'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0749'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0749'OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH
 HQ0749'GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET
 HQ0749'AREA.  SET IN A DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD
 HQ0749'NUMBER 34.  NOTE-- A TRAVERSE CONNECTION WAS MADE TO
 HQ0749'TRIANGULATION STATION FORK 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0748 ***********************************************************************
 HQ0748  DESIGNATION -  CZR TB 34 S
 HQ0748  PID         -  HQ0748
 HQ0748  STATE/COUNTY-  NV/NYE
 HQ0748  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0748
 HQ0748                         *CURRENT SURVEY CONTROL
 HQ0748  ___________________________________________________________________
 HQ0748* NAD 83(1994)-  37 50 00.50801(N)    116 43 45.94568(W)     ADJUSTED  
 HQ0748* NAVD 88     -      1627.824  (meters)    5340.62   (feet)  ADJUSTED  
 HQ0748  ___________________________________________________________________
 HQ0748  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 HQ0748  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0748  DYNAMIC HT  -        1626.005 (meters)    5334.65  (feet)  COMP
 HQ0748  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 HQ0748
 HQ0748  HORZ ORDER  -  SECOND
 HQ0748  VERT ORDER  -  FIRST     CLASS II
 HQ0748
 HQ0748.The horizontal coordinates were established by classical geodetic methods
 HQ0748.and adjusted by the National Geodetic Survey in June 1998..
 HQ0748
 HQ0748.The orthometric height was determined by differential leveling
 HQ0748.and adjusted by the National Geodetic Survey in June 1991..
 HQ0748
 HQ0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0748
 HQ0748.The geoid height was determined by GEOID03.
 HQ0748
 HQ0748.The dynamic height is computed by dividing the NAVD 88
 HQ0748.geopotential number by the normal gravity value computed on the
 HQ0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0748.degrees latitude (g = 980.6199 gals.).
 HQ0748
 HQ0748.The modeled gravity was interpolated from observed gravity values.
 HQ0748
 HQ0748;                    North         East     Units Scale Factor Converg.
 HQ0748;SPC NV C     - 6,342,123.842   494,475.509   MT  0.99990038   -0 02 18.6
 HQ0748;SPC NV C     -20,807,451.30  1,622,291.73   sFT  0.99990038   -0 02 18.6
 HQ0748;UTM  11      - 4,187,373.408   523,809.019   MT  0.99960698   +0 09 57.5
 HQ0748
 HQ0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0748!SPC NV C     -   0.99974859  x   0.99990038  =   0.99964900
 HQ0748!UTM  11      -   0.99974859  x   0.99960698  =   0.99935567
 HQ0748
 HQ0748                          SUPERSEDED SURVEY CONTROL
 HQ0748
 HQ0748  NAD 83(1986)-  37 50 00.50470(N)    116 43 45.95384(W) AD(       ) 2
 HQ0748  NAD 27      -  37 50 00.73030(N)    116 43 42.72688(W) AD(       ) 2
 HQ0748  NGVD 29 (07/19/86) 1626.72   (m)         5337.0    (f) LEVELING    3  
 HQ0748
 HQ0748.Superseded values are not recommended for survey control.
 HQ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0748.See file dsdata.txt to determine how the superseded data were derived.
 HQ0748
 HQ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2380987373(NAD 83)
 HQ0748_MARKER: DE = TRAVERSE STATION DISK
 HQ0748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0748_SP_SET: TARGET BOARD BASE
 HQ0748_STAMPING: 34 S 1968
 HQ0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0748
 HQ0748  HISTORY     - Date     Condition        Report By
 HQ0748  HISTORY     - 1968     MONUMENTED       CGS
 HQ0748  HISTORY     - 1968     GOOD             CGS
 HQ0748
 HQ0748                          STATION DESCRIPTION
 HQ0748
 HQ0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0748'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0748'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0748'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST
 HQ0748'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0748'TARGET AREA.
 HQ0748'
 HQ0748'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMED 34 S 1968,
 HQ0748'SET IN A DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD NUMBER
 HQ0748'34.
 HQ0748'
 HQ0748'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FORK
 HQ0748'1933.
 HQ0748
 HQ0748                          STATION RECOVERY (1968)
 HQ0748
 HQ0748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0748'AT TONOPAH TEST RANGE.
 HQ0748'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0748'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0748'RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH GUARD GATE,
 HQ0748'WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.  SET IN A
 HQ0748'DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD NUMBER 34.
 HQ0748'NOTE-- A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0748'FORK 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0750 ***********************************************************************
 HQ0750  DESIGNATION -  CZR TB 35 N
 HQ0750  PID         -  HQ0750
 HQ0750  STATE/COUNTY-  NV/NYE
 HQ0750  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0750
 HQ0750                         *CURRENT SURVEY CONTROL
 HQ0750  ___________________________________________________________________
 HQ0750* NAD 83(1994)-  37 49 54.32342(N)    116 43 39.75533(W)     ADJUSTED  
 HQ0750* NAVD 88     -      1628.683  (meters)    5343.44   (feet)  ADJUSTED  
 HQ0750  ___________________________________________________________________
 HQ0750  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 HQ0750  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0750  DYNAMIC HT  -        1626.863 (meters)    5337.47  (feet)  COMP
 HQ0750  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0750
 HQ0750  HORZ ORDER  -  SECOND
 HQ0750  VERT ORDER  -  FIRST     CLASS II
 HQ0750
 HQ0750.The horizontal coordinates were established by classical geodetic methods
 HQ0750.and adjusted by the National Geodetic Survey in June 1998..
 HQ0750
 HQ0750.The orthometric height was determined by differential leveling
 HQ0750.and adjusted by the National Geodetic Survey in June 1991..
 HQ0750
 HQ0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0750
 HQ0750.The geoid height was determined by GEOID03.
 HQ0750
 HQ0750.The dynamic height is computed by dividing the NAVD 88
 HQ0750.geopotential number by the normal gravity value computed on the
 HQ0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0750.degrees latitude (g = 980.6199 gals.).
 HQ0750
 HQ0750.The modeled gravity was interpolated from observed gravity values.
 HQ0750
 HQ0750;                    North         East     Units Scale Factor Converg.
 HQ0750;SPC NV C     - 6,341,933.081   494,626.741   MT  0.99990036   -0 02 14.8
 HQ0750;SPC NV C     -20,806,825.45  1,622,787.90   sFT  0.99990036   -0 02 14.8
 HQ0750;UTM  11      - 4,187,183.243   523,960.887   MT  0.99960707   +0 10 01.2
 HQ0750
 HQ0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0750!SPC NV C     -   0.99974846  x   0.99990036  =   0.99964884
 HQ0750!UTM  11      -   0.99974846  x   0.99960707  =   0.99935563
 HQ0750
 HQ0750                          SUPERSEDED SURVEY CONTROL
 HQ0750
 HQ0750  NAD 83(1986)-  37 49 54.32012(N)    116 43 39.76348(W) AD(       ) 2
 HQ0750  NAD 27      -  37 49 54.54532(N)    116 43 36.53688(W) AD(       ) 2
 HQ0750  NGVD 29 (07/19/86) 1627.58   (m)         5339.8    (f) LEVELING    3  
 HQ0750
 HQ0750.Superseded values are not recommended for survey control.
 HQ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0750.See file dsdata.txt to determine how the superseded data were derived.
 HQ0750
 HQ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2396187183(NAD 83)
 HQ0750_MARKER: DE = TRAVERSE STATION DISK
 HQ0750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0750_SP_SET: TARGET BOARD BASE
 HQ0750_STAMPING: 35 N 1968
 HQ0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0750
 HQ0750  HISTORY     - Date     Condition        Report By
 HQ0750  HISTORY     - 1968     MONUMENTED       CGS
 HQ0750  HISTORY     - 1968     GOOD             CGS
 HQ0750
 HQ0750                          STATION DESCRIPTION
 HQ0750
 HQ0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0750'STATION IS ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT
 HQ0750'30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES NORTHEAST
 HQ0750'OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH
 HQ0750'GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0750'
 HQ0750'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 35 N
 HQ0750'1968, SET IN A DRILL HOLE IN THE CONCRETE BASE OF TARGET
 HQ0750'BOARD NUMBER 35.
 HQ0750'
 HQ0750'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FORK
 HQ0750'1933.
 HQ0750
 HQ0750                          STATION RECOVERY (1968)
 HQ0750
 HQ0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0750'AT TONOPAH TEST RANGE.
 HQ0750'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0750'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0750'RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH GUARD GATE,
 HQ0750'WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.  SET IN A
 HQ0750'DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD NUMBER 35.
 HQ0750'NOTE-- A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0750'FORK 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0751 ***********************************************************************
 HQ0751  DESIGNATION -  CZR TB 35 S
 HQ0751  PID         -  HQ0751
 HQ0751  STATE/COUNTY-  NV/NYE
 HQ0751  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0751
 HQ0751                         *CURRENT SURVEY CONTROL
 HQ0751  ___________________________________________________________________
 HQ0751* NAD 83(1994)-  37 49 54.31670(N)    116 43 39.74848(W)     ADJUSTED  
 HQ0751* NAVD 88     -      1628.711  (meters)    5343.53   (feet)  ADJUSTED  
 HQ0751  ___________________________________________________________________
 HQ0751  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 HQ0751  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0751  DYNAMIC HT  -        1626.891 (meters)    5337.56  (feet)  COMP
 HQ0751  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0751
 HQ0751  HORZ ORDER  -  SECOND
 HQ0751  VERT ORDER  -  FIRST     CLASS II
 HQ0751
 HQ0751.The horizontal coordinates were established by classical geodetic methods
 HQ0751.and adjusted by the National Geodetic Survey in June 1998..
 HQ0751
 HQ0751.The orthometric height was determined by differential leveling
 HQ0751.and adjusted by the National Geodetic Survey in June 1991..
 HQ0751
 HQ0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0751
 HQ0751.The geoid height was determined by GEOID03.
 HQ0751
 HQ0751.The dynamic height is computed by dividing the NAVD 88
 HQ0751.geopotential number by the normal gravity value computed on the
 HQ0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0751.degrees latitude (g = 980.6199 gals.).
 HQ0751
 HQ0751.The modeled gravity was interpolated from observed gravity values.
 HQ0751
 HQ0751;                    North         East     Units Scale Factor Converg.
 HQ0751;SPC NV C     - 6,341,932.874   494,626.909   MT  0.99990036   -0 02 14.8
 HQ0751;SPC NV C     -20,806,824.77  1,622,788.45   sFT  0.99990036   -0 02 14.8
 HQ0751;UTM  11      - 4,187,183.037   523,961.055   MT  0.99960707   +0 10 01.2
 HQ0751
 HQ0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0751!SPC NV C     -   0.99974845  x   0.99990036  =   0.99964884
 HQ0751!UTM  11      -   0.99974845  x   0.99960707  =   0.99935562
 HQ0751
 HQ0751                          SUPERSEDED SURVEY CONTROL
 HQ0751
 HQ0751  NAD 83(1986)-  37 49 54.31339(N)    116 43 39.75665(W) AD(       ) 2
 HQ0751  NAD 27      -  37 49 54.53869(N)    116 43 36.52995(W) AD(       ) 2
 HQ0751  NGVD 29 (07/19/86) 1627.61   (m)         5339.9    (f) LEVELING    3  
 HQ0751
 HQ0751.Superseded values are not recommended for survey control.
 HQ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0751.See file dsdata.txt to determine how the superseded data were derived.
 HQ0751
 HQ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2396187183(NAD 83)
 HQ0751_MARKER: DE = TRAVERSE STATION DISK
 HQ0751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0751_SP_SET: TARGET BOARD BASE
 HQ0751_STAMPING: 35 S 1968
 HQ0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0751
 HQ0751  HISTORY     - Date     Condition        Report By
 HQ0751  HISTORY     - 1968     MONUMENTED       CGS
 HQ0751  HISTORY     - 1968     GOOD             CGS
 HQ0751
 HQ0751                          STATION DESCRIPTION
 HQ0751
 HQ0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0751'STATION IS LOCATED ON THE TONOPAN TEST RANGE, WHICH IS LOCATED
 HQ0751'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0751'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST
 HQ0751'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0751'HARD TARGET AREA.
 HQ0751'
 HQ0751'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 35 S 1968,
 HQ0751'SET IN A DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD
 HQ0751'NUMBER 35.
 HQ0751'
 HQ0751'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0751'FORK 1933.
 HQ0751
 HQ0751                          STATION RECOVERY (1968)
 HQ0751
 HQ0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0751'AT TONOPAH TEST RANGE.
 HQ0751'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0751'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0751'OF THE TEST RANGE HEADQUARTES, 4 MILES SOUTHEAST OF THE NORTH
 HQ0751'GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET
 HQ0751'AREA.  SET IN A DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD
 HQ0751'NUMBER 35.  NOTE-- A TRAVERSE CONNECTION WAS MADE TO
 HQ0751'TRIANGULATION STATION FORK 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0753 ***********************************************************************
 HQ0753  DESIGNATION -  CZR TB 36 N
 HQ0753  PID         -  HQ0753
 HQ0753  STATE/COUNTY-  NV/NYE
 HQ0753  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0753
 HQ0753                         *CURRENT SURVEY CONTROL
 HQ0753  ___________________________________________________________________
 HQ0753* NAD 83(1994)-  37 49 54.92687(N)    116 43 38.77145(W)     ADJUSTED  
 HQ0753* NAVD 88     -      1628.583  (meters)    5343.11   (feet)  ADJUSTED  
 HQ0753  ___________________________________________________________________
 HQ0753  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 HQ0753  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0753  DYNAMIC HT  -        1626.763 (meters)    5337.14  (feet)  COMP
 HQ0753  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0753
 HQ0753  HORZ ORDER  -  SECOND
 HQ0753  VERT ORDER  -  FIRST     CLASS II
 HQ0753
 HQ0753.The horizontal coordinates were established by classical geodetic methods
 HQ0753.and adjusted by the National Geodetic Survey in June 1998..
 HQ0753
 HQ0753.The orthometric height was determined by differential leveling
 HQ0753.and adjusted by the National Geodetic Survey in June 1991..
 HQ0753
 HQ0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0753
 HQ0753.The geoid height was determined by GEOID03.
 HQ0753
 HQ0753.The dynamic height is computed by dividing the NAVD 88
 HQ0753.geopotential number by the normal gravity value computed on the
 HQ0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0753.degrees latitude (g = 980.6199 gals.).
 HQ0753
 HQ0753.The modeled gravity was interpolated from observed gravity values.
 HQ0753
 HQ0753;                    North         East     Units Scale Factor Converg.
 HQ0753;SPC NV C     - 6,341,951.669   494,650.810   MT  0.99990035   -0 02 14.2
 HQ0753;SPC NV C     -20,806,886.43  1,622,866.87   sFT  0.99990035   -0 02 14.2
 HQ0753;UTM  11      - 4,187,201.911   523,984.882   MT  0.99960709   +0 10 01.8
 HQ0753
 HQ0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0753!SPC NV C     -   0.99974847  x   0.99990035  =   0.99964885
 HQ0753!UTM  11      -   0.99974847  x   0.99960709  =   0.99935566
 HQ0753
 HQ0753                          SUPERSEDED SURVEY CONTROL
 HQ0753
 HQ0753  NAD 83(1986)-  37 49 54.92357(N)    116 43 38.77960(W) AD(       ) 2
 HQ0753  NAD 27      -  37 49 55.14878(N)    116 43 35.55296(W) AD(       ) 2
 HQ0753  NGVD 29 (07/19/86) 1627.48   (m)         5339.5    (f) LEVELING    3  
 HQ0753
 HQ0753.Superseded values are not recommended for survey control.
 HQ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0753.See file dsdata.txt to determine how the superseded data were derived.
 HQ0753
 HQ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2398587202(NAD 83)
 HQ0753_MARKER: DE = TRAVERSE STATION DISK
 HQ0753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0753_SP_SET: TARGET BOARD BASE
 HQ0753_STAMPING: 36 N 1968
 HQ0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0753
 HQ0753  HISTORY     - Date     Condition        Report By
 HQ0753  HISTORY     - 1968     MONUMENTED       CGS
 HQ0753  HISTORY     - 1968     GOOD             CGS
 HQ0753
 HQ0753                          STATION DESCRIPTION
 HQ0753
 HQ0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0753'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0753'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0753'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST
 HQ0753'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0753'HARD TARGET AREA.
 HQ0753'
 HQ0753'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 36 N 1968,
 HQ0753'SET IN A DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD NUMBER 36.
 HQ0753'
 HQ0753'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0753'FORK 1933.
 HQ0753
 HQ0753                          STATION RECOVERY (1968)
 HQ0753
 HQ0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0753'AT TONOPAH TEST RANGE.
 HQ0753'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0753'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0753'RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH GUARD GATE,
 HQ0753'WHICH IS CALLED POINT ABLE AT THE HARD TARGET AREA.  SET IN A
 HQ0753'DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD NUMBER 36.
 HQ0753'NOTE-- A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0753'FORK 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0752 ***********************************************************************
 HQ0752  DESIGNATION -  CZR TB 36 S
 HQ0752  PID         -  HQ0752
 HQ0752  STATE/COUNTY-  NV/NYE
 HQ0752  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0752
 HQ0752                         *CURRENT SURVEY CONTROL
 HQ0752  ___________________________________________________________________
 HQ0752* NAD 83(1994)-  37 49 54.91958(N)    116 43 38.76526(W)     ADJUSTED  
 HQ0752* NAVD 88     -      1628.581  (meters)    5343.10   (feet)  ADJUSTED  
 HQ0752  ___________________________________________________________________
 HQ0752  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 HQ0752  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0752  DYNAMIC HT  -        1626.761 (meters)    5337.13  (feet)  COMP
 HQ0752  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0752
 HQ0752  HORZ ORDER  -  SECOND
 HQ0752  VERT ORDER  -  FIRST     CLASS II
 HQ0752
 HQ0752.The horizontal coordinates were established by classical geodetic methods
 HQ0752.and adjusted by the National Geodetic Survey in June 1998..
 HQ0752
 HQ0752.The orthometric height was determined by differential leveling
 HQ0752.and adjusted by the National Geodetic Survey in June 1991..
 HQ0752
 HQ0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0752
 HQ0752.The geoid height was determined by GEOID03.
 HQ0752
 HQ0752.The dynamic height is computed by dividing the NAVD 88
 HQ0752.geopotential number by the normal gravity value computed on the
 HQ0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0752.degrees latitude (g = 980.6199 gals.).
 HQ0752
 HQ0752.The modeled gravity was interpolated from observed gravity values.
 HQ0752
 HQ0752;                    North         East     Units Scale Factor Converg.
 HQ0752;SPC NV C     - 6,341,951.444   494,650.962   MT  0.99990035   -0 02 14.2
 HQ0752;SPC NV C     -20,806,885.70  1,622,867.36   sFT  0.99990035   -0 02 14.2
 HQ0752;UTM  11      - 4,187,201.687   523,985.034   MT  0.99960709   +0 10 01.8
 HQ0752
 HQ0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0752!SPC NV C     -   0.99974847  x   0.99990035  =   0.99964885
 HQ0752!UTM  11      -   0.99974847  x   0.99960709  =   0.99935566
 HQ0752
 HQ0752                          SUPERSEDED SURVEY CONTROL
 HQ0752
 HQ0752  NAD 83(1986)-  37 49 54.91627(N)    116 43 38.77343(W) AD(       ) 2
 HQ0752  NAD 27      -  37 49 55.14156(N)    116 43 35.54673(W) AD(       ) 2
 HQ0752  NGVD 29 (07/19/86) 1627.48   (m)         5339.5    (f) LEVELING    3  
 HQ0752
 HQ0752.Superseded values are not recommended for survey control.
 HQ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0752.See file dsdata.txt to determine how the superseded data were derived.
 HQ0752
 HQ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2398587202(NAD 83)
 HQ0752_MARKER: DE = TRAVERSE STATION DISK
 HQ0752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0752_SP_SET: TARGET BOARD BASE
 HQ0752_STAMPING: 36 S 1968
 HQ0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0752
 HQ0752  HISTORY     - Date     Condition        Report By
 HQ0752  HISTORY     - 1968     MONUMENTED       CGS
 HQ0752  HISTORY     - 1968     GOOD             CGS
 HQ0752
 HQ0752                          STATION DESCRIPTION
 HQ0752
 HQ0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0752'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0752'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0752'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST
 HQ0752'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0752'HARD TARGET AREA.
 HQ0752'
 HQ0752'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 36 S
 HQ0752'1968, SET IN A DRILL HOLE IN THE CONCRETE BASE OF TARGET
 HQ0752'BOARD NUMBER 36.
 HQ0752'
 HQ0752'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FORK 1933.
 HQ0752
 HQ0752                          STATION RECOVERY (1968)
 HQ0752
 HQ0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0752'AT TONOPAH TEST RANGE.
 HQ0752'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0752'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0752'RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH GUARD GATE,
 HQ0752'WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.  SET IN A
 HQ0752'DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD NUMBER 36.
 HQ0752'NOTE-- A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0752'FORK 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0754 ***********************************************************************
 HQ0754  DESIGNATION -  CZR TB 37 N
 HQ0754  PID         -  HQ0754
 HQ0754  STATE/COUNTY-  NV/NYE
 HQ0754  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0754
 HQ0754                         *CURRENT SURVEY CONTROL
 HQ0754  ___________________________________________________________________
 HQ0754* NAD 83(1994)-  37 49 55.28860(N)    116 43 38.18079(W)     ADJUSTED  
 HQ0754* NAVD 88     -      1628.412  (meters)    5342.55   (feet)  ADJUSTED  
 HQ0754  ___________________________________________________________________
 HQ0754  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 HQ0754  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0754  DYNAMIC HT  -        1626.593 (meters)    5336.58  (feet)  COMP
 HQ0754  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0754
 HQ0754  HORZ ORDER  -  SECOND
 HQ0754  VERT ORDER  -  FIRST     CLASS II
 HQ0754
 HQ0754.The horizontal coordinates were established by classical geodetic methods
 HQ0754.and adjusted by the National Geodetic Survey in June 1998..
 HQ0754
 HQ0754.The orthometric height was determined by differential leveling
 HQ0754.and adjusted by the National Geodetic Survey in June 1991..
 HQ0754
 HQ0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0754
 HQ0754.The geoid height was determined by GEOID03.
 HQ0754
 HQ0754.The dynamic height is computed by dividing the NAVD 88
 HQ0754.geopotential number by the normal gravity value computed on the
 HQ0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0754.degrees latitude (g = 980.6199 gals.).
 HQ0754
 HQ0754.The modeled gravity was interpolated from observed gravity values.
 HQ0754
 HQ0754;                    North         East     Units Scale Factor Converg.
 HQ0754;SPC NV C     - 6,341,962.811   494,665.260   MT  0.99990035   -0 02 13.8
 HQ0754;SPC NV C     -20,806,922.99  1,622,914.27   sFT  0.99990035   -0 02 13.8
 HQ0754;UTM  11      - 4,187,213.102   523,999.287   MT  0.99960709   +0 10 02.2
 HQ0754
 HQ0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0754!SPC NV C     -   0.99974850  x   0.99990035  =   0.99964888
 HQ0754!UTM  11      -   0.99974850  x   0.99960709  =   0.99935569
 HQ0754
 HQ0754                          SUPERSEDED SURVEY CONTROL
 HQ0754
 HQ0754  NAD 83(1986)-  37 49 55.28529(N)    116 43 38.18895(W) AD(       ) 2
 HQ0754  NAD 27      -  37 49 55.51049(N)    116 43 34.96230(W) AD(       ) 2
 HQ0754  NGVD 29 (07/19/86) 1627.31   (m)         5338.9    (f) LEVELING    3  
 HQ0754
 HQ0754.Superseded values are not recommended for survey control.
 HQ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0754.See file dsdata.txt to determine how the superseded data were derived.
 HQ0754
 HQ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2399987213(NAD 83)
 HQ0754_MARKER: DE = TRAVERSE STATION DISK
 HQ0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0754_SP_SET: TARGET BOARD BASE
 HQ0754_STAMPING: 37 N 1968
 HQ0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0754
 HQ0754  HISTORY     - Date     Condition        Report By
 HQ0754  HISTORY     - 1968     MONUMENTED       CGS
 HQ0754  HISTORY     - 1968     GOOD             CGS
 HQ0754
 HQ0754                          STATION DESCRIPTION
 HQ0754
 HQ0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0754'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0754'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0754'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST
 HQ0754'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0754'HARD TARGET AREA.
 HQ0754'
 HQ0754'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 37 N
 HQ0754'1968, SET IN A DRILL HOLE IN THE CONCRETE BASE OF TARGET
 HQ0754'BOARD NUMBER 37.
 HQ0754'
 HQ0754'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATIN STATION
 HQ0754'FORK 1933.
 HQ0754
 HQ0754                          STATION RECOVERY (1968)
 HQ0754
 HQ0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0754'AT TONOPAH TEST RANGE.
 HQ0754'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0754'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0754'OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH
 HQ0754'GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0754'SET IN A DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD NUMBER
 HQ0754'37.  NOTE-- A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 HQ0754'STATION FORK 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0755 ***********************************************************************
 HQ0755  DESIGNATION -  CZR TB 37 S
 HQ0755  PID         -  HQ0755
 HQ0755  STATE/COUNTY-  NV/NYE
 HQ0755  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0755
 HQ0755                         *CURRENT SURVEY CONTROL
 HQ0755  ___________________________________________________________________
 HQ0755* NAD 83(1994)-  37 49 55.28241(N)    116 43 38.17330(W)     ADJUSTED  
 HQ0755* NAVD 88     -      1628.411  (meters)    5342.55   (feet)  ADJUSTED  
 HQ0755  ___________________________________________________________________
 HQ0755  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 HQ0755  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0755  DYNAMIC HT  -        1626.591 (meters)    5336.57  (feet)  COMP
 HQ0755  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0755
 HQ0755  HORZ ORDER  -  SECOND
 HQ0755  VERT ORDER  -  FIRST     CLASS II
 HQ0755
 HQ0755.The horizontal coordinates were established by classical geodetic methods
 HQ0755.and adjusted by the National Geodetic Survey in June 1998..
 HQ0755
 HQ0755.The orthometric height was determined by differential leveling
 HQ0755.and adjusted by the National Geodetic Survey in June 1991..
 HQ0755
 HQ0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0755
 HQ0755.The geoid height was determined by GEOID03.
 HQ0755
 HQ0755.The dynamic height is computed by dividing the NAVD 88
 HQ0755.geopotential number by the normal gravity value computed on the
 HQ0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0755.degrees latitude (g = 980.6199 gals.).
 HQ0755
 HQ0755.The modeled gravity was interpolated from observed gravity values.
 HQ0755
 HQ0755;                    North         East     Units Scale Factor Converg.
 HQ0755;SPC NV C     - 6,341,962.620   494,665.443   MT  0.99990035   -0 02 13.8
 HQ0755;SPC NV C     -20,806,922.36  1,622,914.87   sFT  0.99990035   -0 02 13.8
 HQ0755;UTM  11      - 4,187,212.911   523,999.471   MT  0.99960709   +0 10 02.2
 HQ0755
 HQ0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0755!SPC NV C     -   0.99974850  x   0.99990035  =   0.99964888
 HQ0755!UTM  11      -   0.99974850  x   0.99960709  =   0.99935569
 HQ0755
 HQ0755                          SUPERSEDED SURVEY CONTROL
 HQ0755
 HQ0755  NAD 83(1986)-  37 49 55.27910(N)    116 43 38.18146(W) AD(       ) 2
 HQ0755  NAD 27      -  37 49 55.50440(N)    116 43 34.95481(W) AD(       ) 2
 HQ0755  NGVD 29 (07/19/86) 1627.31   (m)         5338.9    (f) LEVELING    3  
 HQ0755
 HQ0755.Superseded values are not recommended for survey control.
 HQ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0755.See file dsdata.txt to determine how the superseded data were derived.
 HQ0755
 HQ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2399987213(NAD 83)
 HQ0755_MARKER: DE = TRAVERSE STATION DISK
 HQ0755_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0755_SP_SET: TARGET BOARD BASE
 HQ0755_STAMPING: 37 S 1968
 HQ0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0755
 HQ0755  HISTORY     - Date     Condition        Report By
 HQ0755  HISTORY     - 1968     MONUMENTED       CGS
 HQ0755  HISTORY     - 1968     GOOD             CGS
 HQ0755
 HQ0755                          STATION DESCRIPTION
 HQ0755
 HQ0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0755'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0755'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0755'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF
 HQ0755'THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0755'TARGET AREA.
 HQ0755'
 HQ0755'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 37 S 1968,
 HQ0755'SET IN A DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD
 HQ0755'NUMBER 37.
 HQ0755'
 HQ0755'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0755'FORK 1933.
 HQ0755
 HQ0755                          STATION RECOVERY (1968)
 HQ0755
 HQ0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0755'AT TONOPAH TEST RANGE.
 HQ0755'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0755'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0755'OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH
 HQ0755'GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0755'SET IN A DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD NUMBER
 HQ0755'37.  NOTE-- A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 HQ0755'STATION FORK 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0757 ***********************************************************************
 HQ0757  DESIGNATION -  CZR TB 38 N
 HQ0757  PID         -  HQ0757
 HQ0757  STATE/COUNTY-  NV/NYE
 HQ0757  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0757
 HQ0757                         *CURRENT SURVEY CONTROL
 HQ0757  ___________________________________________________________________
 HQ0757* NAD 83(1994)-  37 49 55.65308(N)    116 43 37.58847(W)     ADJUSTED  
 HQ0757* NAVD 88     -      1628.106  (meters)    5341.54   (feet)  ADJUSTED  
 HQ0757  ___________________________________________________________________
 HQ0757  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0757  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0757  DYNAMIC HT  -        1626.286 (meters)    5335.57  (feet)  COMP
 HQ0757  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0757
 HQ0757  HORZ ORDER  -  SECOND
 HQ0757  VERT ORDER  -  FIRST     CLASS II
 HQ0757
 HQ0757.The horizontal coordinates were established by classical geodetic methods
 HQ0757.and adjusted by the National Geodetic Survey in June 1998..
 HQ0757
 HQ0757.The orthometric height was determined by differential leveling
 HQ0757.and adjusted by the National Geodetic Survey in June 1991..
 HQ0757
 HQ0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0757
 HQ0757.The geoid height was determined by GEOID03.
 HQ0757
 HQ0757.The dynamic height is computed by dividing the NAVD 88
 HQ0757.geopotential number by the normal gravity value computed on the
 HQ0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0757.degrees latitude (g = 980.6199 gals.).
 HQ0757
 HQ0757.The modeled gravity was interpolated from observed gravity values.
 HQ0757
 HQ0757;                    North         East     Units Scale Factor Converg.
 HQ0757;SPC NV C     - 6,341,974.038   494,679.750   MT  0.99990035   -0 02 13.5
 HQ0757;SPC NV C     -20,806,959.82  1,622,961.81   sFT  0.99990035   -0 02 13.5
 HQ0757;UTM  11      - 4,187,224.377   524,013.733   MT  0.99960710   +0 10 02.6
 HQ0757
 HQ0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0757!SPC NV C     -   0.99974855  x   0.99990035  =   0.99964892
 HQ0757!UTM  11      -   0.99974855  x   0.99960710  =   0.99935575
 HQ0757
 HQ0757                          SUPERSEDED SURVEY CONTROL
 HQ0757
 HQ0757  NAD 83(1986)-  37 49 55.64977(N)    116 43 37.59663(W) AD(       ) 2
 HQ0757  NAD 27      -  37 49 55.87500(N)    116 43 34.36998(W) AD(       ) 2
 HQ0757  NGVD 29 (07/19/86) 1627.00   (m)         5337.9    (f) LEVELING    3  
 HQ0757
 HQ0757.Superseded values are not recommended for survey control.
 HQ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0757.See file dsdata.txt to determine how the superseded data were derived.
 HQ0757
 HQ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2401487224(NAD 83)
 HQ0757_MARKER: DE = TRAVERSE STATION DISK
 HQ0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0757_SP_SET: TARGET BOARD BASE
 HQ0757_STAMPING: 38 N 1968
 HQ0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0757
 HQ0757  HISTORY     - Date     Condition        Report By
 HQ0757  HISTORY     - 1968     MONUMENTED       CGS
 HQ0757  HISTORY     - 1968     GOOD             CGS
 HQ0757
 HQ0757                          STATION DESCRIPTION
 HQ0757
 HQ0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0757'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0757'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0757'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST
 HQ0757'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0757'HARD TARGET AREA.
 HQ0757'
 HQ0757'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 38 N 1968,
 HQ0757'SET IN A DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD NUMBER
 HQ0757'38.
 HQ0757'
 HQ0757'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0757'FORK 1933.
 HQ0757
 HQ0757                          STATION RECOVERY (1968)
 HQ0757
 HQ0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0757'AT TONOPAH TEST RANGE.
 HQ0757'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0757'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0757'RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH GUARD GATE,
 HQ0757'WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.  SET IN A
 HQ0757'DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD NUMBER 38.
 HQ0757'NOTE-- A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0757'FORK 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0756 ***********************************************************************
 HQ0756  DESIGNATION -  CZR TB 38 S
 HQ0756  PID         -  HQ0756
 HQ0756  STATE/COUNTY-  NV/NYE
 HQ0756  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0756
 HQ0756                         *CURRENT SURVEY CONTROL
 HQ0756  ___________________________________________________________________
 HQ0756* NAD 83(1994)-  37 49 55.64601(N)    116 43 37.58188(W)     ADJUSTED  
 HQ0756* NAVD 88     -      1628.106  (meters)    5341.54   (feet)  ADJUSTED  
 HQ0756  ___________________________________________________________________
 HQ0756  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0756  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0756  DYNAMIC HT  -        1626.286 (meters)    5335.57  (feet)  COMP
 HQ0756  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0756
 HQ0756  HORZ ORDER  -  SECOND
 HQ0756  VERT ORDER  -  FIRST     CLASS II
 HQ0756
 HQ0756.The horizontal coordinates were established by classical geodetic methods
 HQ0756.and adjusted by the National Geodetic Survey in June 1998..
 HQ0756
 HQ0756.The orthometric height was determined by differential leveling
 HQ0756.and adjusted by the National Geodetic Survey in June 1991..
 HQ0756
 HQ0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0756
 HQ0756.The geoid height was determined by GEOID03.
 HQ0756
 HQ0756.The dynamic height is computed by dividing the NAVD 88
 HQ0756.geopotential number by the normal gravity value computed on the
 HQ0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0756.degrees latitude (g = 980.6199 gals.).
 HQ0756
 HQ0756.The modeled gravity was interpolated from observed gravity values.
 HQ0756
 HQ0756;                    North         East     Units Scale Factor Converg.
 HQ0756;SPC NV C     - 6,341,973.820   494,679.911   MT  0.99990035   -0 02 13.5
 HQ0756;SPC NV C     -20,806,959.11  1,622,962.34   sFT  0.99990035   -0 02 13.5
 HQ0756;UTM  11      - 4,187,224.160   524,013.895   MT  0.99960710   +0 10 02.6
 HQ0756
 HQ0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0756!SPC NV C     -   0.99974855  x   0.99990035  =   0.99964892
 HQ0756!UTM  11      -   0.99974855  x   0.99960710  =   0.99935575
 HQ0756
 HQ0756                          SUPERSEDED SURVEY CONTROL
 HQ0756
 HQ0756  NAD 83(1986)-  37 49 55.64270(N)    116 43 37.59004(W) AD(       ) 2
 HQ0756  NAD 27      -  37 49 55.86800(N)    116 43 34.36338(W) AD(       ) 2
 HQ0756  NGVD 29 (07/19/86) 1627.00   (m)         5337.9    (f) LEVELING    3  
 HQ0756
 HQ0756.Superseded values are not recommended for survey control.
 HQ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0756.See file dsdata.txt to determine how the superseded data were derived.
 HQ0756
 HQ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2401487224(NAD 83)
 HQ0756_MARKER: DE = TRAVERSE STATION DISK
 HQ0756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0756_SP_SET: TARGET BOARD BASE
 HQ0756_STAMPING: 38 S 1968
 HQ0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0756
 HQ0756  HISTORY     - Date     Condition        Report By
 HQ0756  HISTORY     - 1968     MONUMENTED       CGS
 HQ0756  HISTORY     - 1968     GOOD             CGS
 HQ0756
 HQ0756                          STATION DESCRIPTION
 HQ0756
 HQ0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0756'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0756'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0756'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST
 HQ0756'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0756'HARD TARGET AREA.
 HQ0756'
 HQ0756'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 38 S 1968,
 HQ0756'SET IN A DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD
 HQ0756'NUMBER 38.
 HQ0756'
 HQ0756'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0756'FORK 1933.
 HQ0756
 HQ0756                          STATION RECOVERY (1968)
 HQ0756
 HQ0756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0756'AT TONOPAH TEST RANGE.
 HQ0756'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0756'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0756'OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH
 HQ0756'GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0756'SET IN A DRILL HOLE IN THE CONCRETE BASE OF TARGET BOARD NUMBER
 HQ0756'38.  NOTE-- A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 HQ0756'STATION FORK 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0758 ***********************************************************************
 HQ0758  DESIGNATION -  CZR TB 39 N
 HQ0758  PID         -  HQ0758
 HQ0758  STATE/COUNTY-  NV/NYE
 HQ0758  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0758
 HQ0758                         *CURRENT SURVEY CONTROL
 HQ0758  ___________________________________________________________________
 HQ0758* NAD 83(1994)-  37 49 56.01723(N)    116 43 36.99588(W)     ADJUSTED  
 HQ0758* NAVD 88     -      1627.998  (meters)    5341.19   (feet)  ADJUSTED  
 HQ0758  ___________________________________________________________________
 HQ0758  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0758  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0758  DYNAMIC HT  -        1626.179 (meters)    5335.22  (feet)  COMP
 HQ0758  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0758
 HQ0758  HORZ ORDER  -  SECOND
 HQ0758  VERT ORDER  -  FIRST     CLASS II
 HQ0758
 HQ0758.The horizontal coordinates were established by classical geodetic methods
 HQ0758.and adjusted by the National Geodetic Survey in June 1998..
 HQ0758
 HQ0758.The orthometric height was determined by differential leveling
 HQ0758.and adjusted by the National Geodetic Survey in June 1991..
 HQ0758
 HQ0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0758
 HQ0758.The geoid height was determined by GEOID03.
 HQ0758
 HQ0758.The dynamic height is computed by dividing the NAVD 88
 HQ0758.geopotential number by the normal gravity value computed on the
 HQ0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0758.degrees latitude (g = 980.6199 gals.).
 HQ0758
 HQ0758.The modeled gravity was interpolated from observed gravity values.
 HQ0758
 HQ0758;                    North         East     Units Scale Factor Converg.
 HQ0758;SPC NV C     - 6,341,985.255   494,694.247   MT  0.99990035   -0 02 13.1
 HQ0758;SPC NV C     -20,806,996.62  1,623,009.38   sFT  0.99990035   -0 02 13.1
 HQ0758;UTM  11      - 4,187,235.642   524,028.185   MT  0.99960711   +0 10 02.9
 HQ0758
 HQ0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0758!SPC NV C     -   0.99974857  x   0.99990035  =   0.99964894
 HQ0758!UTM  11      -   0.99974857  x   0.99960711  =   0.99935577
 HQ0758
 HQ0758                          SUPERSEDED SURVEY CONTROL
 HQ0758
 HQ0758  NAD 83(1986)-  37 49 56.01393(N)    116 43 37.00404(W) AD(       ) 2
 HQ0758  NAD 27      -  37 49 56.23917(N)    116 43 33.77738(W) AD(       ) 2
 HQ0758  NGVD 29 (07/19/86) 1626.89   (m)         5337.6    (f) LEVELING    3  
 HQ0758
 HQ0758.Superseded values are not recommended for survey control.
 HQ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0758.See file dsdata.txt to determine how the superseded data were derived.
 HQ0758
 HQ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2402887236(NAD 83)
 HQ0758_MARKER: DE = TRAVERSE STATION DISK
 HQ0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0758_STAMPING: 39 N 1968
 HQ0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0758+STABILITY: SURFACE MOTION
 HQ0758
 HQ0758  HISTORY     - Date     Condition        Report By
 HQ0758  HISTORY     - 1968     MONUMENTED       CGS
 HQ0758  HISTORY     - 1968     GOOD             CGS
 HQ0758
 HQ0758                          STATION DESCRIPTION
 HQ0758
 HQ0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0758'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0758'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0758'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST
 HQ0758'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0758'HARD TARGET AREA.
 HQ0758'
 HQ0758'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 39 N 1968,
 HQ0758'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH BENEATH
 HQ0758'TARGET BOARD NUMBER 39.
 HQ0758'
 HQ0758'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0758'FORK 1933.
 HQ0758
 HQ0758                          STATION RECOVERY (1968)
 HQ0758
 HQ0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0758'AT TONOPAH TEST RANGE.
 HQ0758'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0758'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0758'RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH GUARD GATE,
 HQ0758'WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.  SET IN THE
 HQ0758'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH BENEATH TARGET
 HQ0758'BOARD NUMBER 39.  NOTE-- A TRAVERSE CONNECTION WAS MADE TO
 HQ0758'TRIANGULATION STATION FORK 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0759 ***********************************************************************
 HQ0759  DESIGNATION -  CZR TB 39 S
 HQ0759  PID         -  HQ0759
 HQ0759  STATE/COUNTY-  NV/NYE
 HQ0759  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0759
 HQ0759                         *CURRENT SURVEY CONTROL
 HQ0759  ___________________________________________________________________
 HQ0759* NAD 83(1994)-  37 49 56.01010(N)    116 43 36.98914(W)     ADJUSTED  
 HQ0759* NAVD 88     -      1628.031  (meters)    5341.30   (feet)  ADJUSTED  
 HQ0759  ___________________________________________________________________
 HQ0759  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0759  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0759  DYNAMIC HT  -        1626.211 (meters)    5335.33  (feet)  COMP
 HQ0759  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 HQ0759
 HQ0759  HORZ ORDER  -  SECOND
 HQ0759  VERT ORDER  -  FIRST     CLASS II
 HQ0759
 HQ0759.The horizontal coordinates were established by classical geodetic methods
 HQ0759.and adjusted by the National Geodetic Survey in June 1998..
 HQ0759
 HQ0759.The orthometric height was determined by differential leveling
 HQ0759.and adjusted by the National Geodetic Survey in June 1991..
 HQ0759
 HQ0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0759
 HQ0759.The geoid height was determined by GEOID03.
 HQ0759
 HQ0759.The dynamic height is computed by dividing the NAVD 88
 HQ0759.geopotential number by the normal gravity value computed on the
 HQ0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0759.degrees latitude (g = 980.6199 gals.).
 HQ0759
 HQ0759.The modeled gravity was interpolated from observed gravity values.
 HQ0759
 HQ0759;                    North         East     Units Scale Factor Converg.
 HQ0759;SPC NV C     - 6,341,985.035   494,694.411   MT  0.99990035   -0 02 13.1
 HQ0759;SPC NV C     -20,806,995.90  1,623,009.91   sFT  0.99990035   -0 02 13.1
 HQ0759;UTM  11      - 4,187,235.423   524,028.351   MT  0.99960711   +0 10 02.9
 HQ0759
 HQ0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0759!SPC NV C     -   0.99974856  x   0.99990035  =   0.99964894
 HQ0759!UTM  11      -   0.99974856  x   0.99960711  =   0.99935577
 HQ0759
 HQ0759                          SUPERSEDED SURVEY CONTROL
 HQ0759
 HQ0759  NAD 83(1986)-  37 49 56.00679(N)    116 43 36.99731(W) AD(       ) 2
 HQ0759  NAD 27      -  37 49 56.23208(N)    116 43 33.77065(W) AD(       ) 2
 HQ0759  NGVD 29 (07/19/86) 1626.93   (m)         5337.7    (f) LEVELING    3  
 HQ0759
 HQ0759.Superseded values are not recommended for survey control.
 HQ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0759.See file dsdata.txt to determine how the superseded data were derived.
 HQ0759
 HQ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2402887235(NAD 83)
 HQ0759_MARKER: DE = TRAVERSE STATION DISK
 HQ0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0759_STAMPING: 39 S 1968
 HQ0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0759+STABILITY: SURFACE MOTION
 HQ0759
 HQ0759  HISTORY     - Date     Condition        Report By
 HQ0759  HISTORY     - 1968     MONUMENTED       CGS
 HQ0759  HISTORY     - 1968     GOOD             CGS
 HQ0759
 HQ0759                          STATION DESCRIPTION
 HQ0759
 HQ0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0759'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0759'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0759'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 4 MILES SOUTHEAST
 HQ0759'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0759'HARD TARGET AREA.
 HQ0759'
 HQ0759'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 39 S 1968,
 HQ0759'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH BENEATH
 HQ0759'TARGET BOARD NUMBER 39.
 HQ0759'
 HQ0759'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0759'FORK 1933.
 HQ0759
 HQ0759                          STATION RECOVERY (1968)
 HQ0759
 HQ0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0759'AT TONOPAH TEST RANGE.
 HQ0759'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0759'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0759'RANGE HEADQUARTERS, 4 MILES SOUTHEAST OF THE NORTH GUARD GATE,
 HQ0759'WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.  SET IN THE
 HQ0759'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH BENEATH TARGET
 HQ0759'BOARD NUMBER 39.  NOTE-- A TRAVERSE CONNECTION WAS MADE TO
 HQ0759'TRIANGULATION STATION FORK 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0698 ***********************************************************************
 HQ0698  DESIGNATION -  CZR TB 4
 HQ0698  PID         -  HQ0698
 HQ0698  STATE/COUNTY-  NV/NYE
 HQ0698  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0698
 HQ0698                         *CURRENT SURVEY CONTROL
 HQ0698  ___________________________________________________________________
 HQ0698* NAD 83(1994)-  37 50 01.66316(N)    116 43 42.04410(W)     ADJUSTED  
 HQ0698* NAVD 88     -      1627.349  (meters)    5339.06   (feet)  ADJUSTED  
 HQ0698  ___________________________________________________________________
 HQ0698  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HQ0698  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0698  DYNAMIC HT  -        1625.530 (meters)    5333.09  (feet)  COMP
 HQ0698  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 HQ0698
 HQ0698  HORZ ORDER  -  SECOND
 HQ0698  VERT ORDER  -  FIRST     CLASS II
 HQ0698
 HQ0698.The horizontal coordinates were established by classical geodetic methods
 HQ0698.and adjusted by the National Geodetic Survey in June 1998..
 HQ0698
 HQ0698.The orthometric height was determined by differential leveling
 HQ0698.and adjusted by the National Geodetic Survey in June 1991..
 HQ0698
 HQ0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0698
 HQ0698.The geoid height was determined by GEOID03.
 HQ0698
 HQ0698.The dynamic height is computed by dividing the NAVD 88
 HQ0698.geopotential number by the normal gravity value computed on the
 HQ0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0698.degrees latitude (g = 980.6199 gals.).
 HQ0698
 HQ0698.The modeled gravity was interpolated from observed gravity values.
 HQ0698
 HQ0698;                    North         East     Units Scale Factor Converg.
 HQ0698;SPC NV C     - 6,342,159.390   494,570.928   MT  0.99990036   -0 02 16.2
 HQ0698;SPC NV C     -20,807,567.93  1,622,604.79   sFT  0.99990036   -0 02 16.2
 HQ0698;UTM  11      - 4,187,409.286   523,904.282   MT  0.99960704   +0 09 59.9
 HQ0698
 HQ0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0698!SPC NV C     -   0.99974867  x   0.99990036  =   0.99964905
 HQ0698!UTM  11      -   0.99974867  x   0.99960704  =   0.99935581
 HQ0698
 HQ0698                          SUPERSEDED SURVEY CONTROL
 HQ0698
 HQ0698  NAD 83(1986)-  37 50 01.65985(N)    116 43 42.05225(W) AD(       ) 2
 HQ0698  NAD 27      -  37 50 01.88546(N)    116 43 38.82550(W) AD(       ) 2
 HQ0698  NGVD 29 (07/19/86) 1626.24   (m)         5335.4    (f) LEVELING    3  
 HQ0698
 HQ0698.Superseded values are not recommended for survey control.
 HQ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0698.See file dsdata.txt to determine how the superseded data were derived.
 HQ0698
 HQ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2390487409(NAD 83)
 HQ0698_MARKER: DE = TRAVERSE STATION DISK
 HQ0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0698_STAMPING: 4 1968
 HQ0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0698+STABILITY: SURFACE MOTION
 HQ0698
 HQ0698  HISTORY     - Date     Condition        Report By
 HQ0698  HISTORY     - 1968     MONUMENTED       CGS
 HQ0698  HISTORY     - 1968     GOOD             CGS
 HQ0698
 HQ0698                          STATION DESCRIPTION
 HQ0698
 HQ0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0698'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT
 HQ0698'30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES NORTHEAST
 HQ0698'OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST OF THE NORTH
 HQ0698'GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0698'
 HQ0698'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 4 1968, SET
 HQ0698'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH, BENEATH TARGET
 HQ0698'BOARD NUMBER 4.  IT IS 5 FEET WEST OF A LARGE CONCRETE PAD WHICH IS
 HQ0698'CALLED HARD TARGET.
 HQ0698'
 HQ0698'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0698
 HQ0698                          STATION RECOVERY (1968)
 HQ0698
 HQ0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0698'AT TONOPAH TEST RANGE.
 HQ0698'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0698'MILES SOUTHEAST OF TONOPAY.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0698'OF THE TEST RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE
 HQ0698'NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET
 HQ0698'AREA.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH,
 HQ0698'BENEATH TARGET BOARD NUMBER 4.  IT IS 5 FEET WEST OF A LARGE
 HQ0698'CONCRETE PAD WHICH IS CALLED HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0762 ***********************************************************************
 HQ0762  DESIGNATION -  CZR TB 40
 HQ0762  PID         -  HQ0762
 HQ0762  STATE/COUNTY-  NV/NYE
 HQ0762  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0762
 HQ0762                         *CURRENT SURVEY CONTROL
 HQ0762  ___________________________________________________________________
 HQ0762* NAD 83(1994)-  37 49 51.77540(N)    116 43 33.71298(W)     ADJUSTED  
 HQ0762* NAVD 88     -      1629.845  (meters)    5347.25   (feet)  ADJUSTED  
 HQ0762  ___________________________________________________________________
 HQ0762  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0762  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0762  DYNAMIC HT  -        1628.024 (meters)    5341.28  (feet)  COMP
 HQ0762  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 HQ0762
 HQ0762  HORZ ORDER  -  SECOND
 HQ0762  VERT ORDER  -  FIRST     CLASS II
 HQ0762
 HQ0762.The horizontal coordinates were established by classical geodetic methods
 HQ0762.and adjusted by the National Geodetic Survey in June 1998..
 HQ0762
 HQ0762.The orthometric height was determined by differential leveling
 HQ0762.and adjusted by the National Geodetic Survey in June 1991..
 HQ0762
 HQ0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0762
 HQ0762.The geoid height was determined by GEOID03.
 HQ0762
 HQ0762.The dynamic height is computed by dividing the NAVD 88
 HQ0762.geopotential number by the normal gravity value computed on the
 HQ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0762.degrees latitude (g = 980.6199 gals.).
 HQ0762
 HQ0762.The modeled gravity was interpolated from observed gravity values.
 HQ0762
 HQ0762;                    North         East     Units Scale Factor Converg.
 HQ0762;SPC NV C     - 6,341,854.435   494,774.434   MT  0.99990034   -0 02 11.1
 HQ0762;SPC NV C     -20,806,567.43  1,623,272.46   sFT  0.99990034   -0 02 11.1
 HQ0762;UTM  11      - 4,187,105.147   524,108.815   MT  0.99960716   +0 10 04.9
 HQ0762
 HQ0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0762!SPC NV C     -   0.99974828  x   0.99990034  =   0.99964864
 HQ0762!UTM  11      -   0.99974828  x   0.99960716  =   0.99935554
 HQ0762
 HQ0762                          SUPERSEDED SURVEY CONTROL
 HQ0762
 HQ0762  NAD 83(1986)-  37 49 51.77209(N)    116 43 33.72113(W) AD(       ) 2
 HQ0762  NAD 27      -  37 49 51.99746(N)    116 43 30.49466(W) AD(       ) 2
 HQ0762  NGVD 29 (07/19/86) 1628.74   (m)         5343.6    (f) LEVELING    3  
 HQ0762
 HQ0762.Superseded values are not recommended for survey control.
 HQ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0762.See file dsdata.txt to determine how the superseded data were derived.
 HQ0762
 HQ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2410987105(NAD 83)
 HQ0762_MARKER: DE = TRAVERSE STATION DISK
 HQ0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0762_STAMPING: 40 1968
 HQ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0762+STABILITY: SURFACE MOTION
 HQ0762
 HQ0762  HISTORY     - Date     Condition        Report By
 HQ0762  HISTORY     - 1968     MONUMENTED       CGS
 HQ0762  HISTORY     - 1968     GOOD             CGS
 HQ0762
 HQ0762                          STATION DESCRIPTION
 HQ0762
 HQ0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0762'STATOIN IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0762'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2
 HQ0762'MILES NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES
 HQ0762'SOUTHEAST OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE,
 HQ0762'AT THE HARD TARGET AREA.
 HQ0762'
 HQ0762'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 40 1968,
 HQ0762'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  IT IS
 HQ0762'2.5 FEET NORTHEAST OF CZR CAMERA BUILDING NUMBER 23-07.
 HQ0762'
 HQ0762'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD
 HQ0762'TARGET.
 HQ0762
 HQ0762                          STATION RECOVERY (1968)
 HQ0762
 HQ0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0762'AT TONOPAH TEST RANGE.
 HQ0762'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0762'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0762'OF THE TEST RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE
 HQ0762'NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET
 HQ0762'AREA.  THE STATION MARK IS SET IN THE TOP OF A ROUND CONCRETE
 HQ0762'POST WHICH IS FLUSH.  IT IS 2.5 FEET NORTHEAST OF CZR CAMERA
 HQ0762'BUILDING NUMBER 23-07   NOTE-- A TRAVERSE CONNECTION WAS MADE TO
 HQ0762'TRIANGULATION STATION HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0726 ***********************************************************************
 HQ0726  DESIGNATION -  CZR TB 41
 HQ0726  PID         -  HQ0726
 HQ0726  STATE/COUNTY-  NV/NYE
 HQ0726  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0726
 HQ0726                         *CURRENT SURVEY CONTROL
 HQ0726  ___________________________________________________________________
 HQ0726* NAD 83(1994)-  37 50 03.04656(N)    116 43 27.34753(W)     ADJUSTED  
 HQ0726* NAVD 88     -      1626.988  (meters)    5337.88   (feet)  ADJUSTED  
 HQ0726  ___________________________________________________________________
 HQ0726  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 HQ0726  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0726  DYNAMIC HT  -        1625.170 (meters)    5331.91  (feet)  COMP
 HQ0726  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 HQ0726
 HQ0726  HORZ ORDER  -  SECOND
 HQ0726  VERT ORDER  -  FIRST     CLASS II
 HQ0726
 HQ0726.The horizontal coordinates were established by classical geodetic methods
 HQ0726.and adjusted by the National Geodetic Survey in June 1998..
 HQ0726
 HQ0726.The orthometric height was determined by differential leveling
 HQ0726.and adjusted by the National Geodetic Survey in June 1991..
 HQ0726
 HQ0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0726
 HQ0726.The geoid height was determined by GEOID03.
 HQ0726
 HQ0726.The dynamic height is computed by dividing the NAVD 88
 HQ0726.geopotential number by the normal gravity value computed on the
 HQ0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0726.degrees latitude (g = 980.6199 gals.).
 HQ0726
 HQ0726.The modeled gravity was interpolated from observed gravity values.
 HQ0726
 HQ0726;                    North         East     Units Scale Factor Converg.
 HQ0726;SPC NV C     - 6,342,201.809   494,930.292   MT  0.99990032   -0 02 07.2
 HQ0726;SPC NV C     -20,807,707.10  1,623,783.80   sFT  0.99990032   -0 02 07.2
 HQ0726;UTM  11      - 4,187,452.973   524,263.387   MT  0.99960725   +0 10 08.9
 HQ0726
 HQ0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0726!SPC NV C     -   0.99974872  x   0.99990032  =   0.99964907
 HQ0726!UTM  11      -   0.99974872  x   0.99960725  =   0.99935607
 HQ0726
 HQ0726                          SUPERSEDED SURVEY CONTROL
 HQ0726
 HQ0726  NAD 83(1986)-  37 50 03.04325(N)    116 43 27.35567(W) AD(       ) 2
 HQ0726  NAD 27      -  37 50 03.26886(N)    116 43 24.12922(W) AD(       ) 2
 HQ0726  NGVD 29 (07/19/86) 1625.88   (m)         5334.2    (f) LEVELING    3  
 HQ0726
 HQ0726.Superseded values are not recommended for survey control.
 HQ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0726.See file dsdata.txt to determine how the superseded data were derived.
 HQ0726
 HQ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2426387453(NAD 83)
 HQ0726_MARKER: DE = TRAVERSE STATION DISK
 HQ0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0726_STAMPING: 41 1968
 HQ0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0726+STABILITY: SURFACE MOTION
 HQ0726
 HQ0726  HISTORY     - Date     Condition        Report By
 HQ0726  HISTORY     - 1968     MONUMENTED       CGS
 HQ0726  HISTORY     - 1968     GOOD             CGS
 HQ0726
 HQ0726                          STATION DESCRIPTION
 HQ0726
 HQ0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0726'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0726'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0726'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0726'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON THE
 HQ0726'EAST SIDE OF CZR CAMERA BUILIDNG NUMBER 32-05 AT THE HARD
 HQ0726'TARGET AREA.
 HQ0726'
 HQ0726'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 41 1968,
 HQ0726'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 HQ0726'2 INCHES. IT IS 2.5 FEET EAST OF THE BUILDING, 5.2 FEET
 HQ0726'NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING AND 5.2 FEET
 HQ0726'SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING.
 HQ0726'
 HQ0726'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION 23-0.
 HQ0726
 HQ0726                          STATION RECOVERY (1968)
 HQ0726
 HQ0726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0726'AT TONOPAH TEST RANGE.
 HQ0726'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0726'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0726'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0726'GATE, WHICH IS CALLED POINT ABLE, ON THE EAST SIDE OF CZR
 HQ0726'CAMERA BUILDING NUMBER 32-05 AT THE HARD TARGET AREA.  SET
 HQ0726'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2
 HQ0726'INCHES.  2.5 FEET EAST OF THE BUILDING, 5.2 FEET NORTHEAST OF
 HQ0726'THE SOUTHEAST CORNER OF THE BUILDING AND 5.2 FEET SOUTHEAST
 HQ0726'OF THE NORTHEAST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0729 ***********************************************************************
 HQ0729  DESIGNATION -  CZR TB 42
 HQ0729  PID         -  HQ0729
 HQ0729  STATE/COUNTY-  NV/NYE
 HQ0729  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0729
 HQ0729                         *CURRENT SURVEY CONTROL
 HQ0729  ___________________________________________________________________
 HQ0729* NAD 83(1994)-  37 50 04.92852(N)    116 43 29.19427(W)     ADJUSTED  
 HQ0729* NAVD 88     -      1627.662  (meters)    5340.09   (feet)  ADJUSTED  
 HQ0729  ___________________________________________________________________
 HQ0729  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 HQ0729  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0729  DYNAMIC HT  -        1625.843 (meters)    5334.12  (feet)  COMP
 HQ0729  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 HQ0729
 HQ0729  HORZ ORDER  -  SECOND
 HQ0729  VERT ORDER  -  FIRST     CLASS II
 HQ0729
 HQ0729.The horizontal coordinates were established by classical geodetic methods
 HQ0729.and adjusted by the National Geodetic Survey in June 1998..
 HQ0729
 HQ0729.The orthometric height was determined by differential leveling
 HQ0729.and adjusted by the National Geodetic Survey in June 1991..
 HQ0729
 HQ0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0729
 HQ0729.The geoid height was determined by GEOID03.
 HQ0729
 HQ0729.The dynamic height is computed by dividing the NAVD 88
 HQ0729.geopotential number by the normal gravity value computed on the
 HQ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0729.degrees latitude (g = 980.6199 gals.).
 HQ0729
 HQ0729.The modeled gravity was interpolated from observed gravity values.
 HQ0729
 HQ0729;                    North         East     Units Scale Factor Converg.
 HQ0729;SPC NV C     - 6,342,259.855   494,885.174   MT  0.99990032   -0 02 08.3
 HQ0729;SPC NV C     -20,807,897.54  1,623,635.78   sFT  0.99990032   -0 02 08.3
 HQ0729;UTM  11      - 4,187,510.841   524,218.076   MT  0.99960722   +0 10 07.7
 HQ0729
 HQ0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0729!SPC NV C     -   0.99974862  x   0.99990032  =   0.99964896
 HQ0729!UTM  11      -   0.99974862  x   0.99960722  =   0.99935594
 HQ0729
 HQ0729:                Primary Azimuth Mark                     Grid Az
 HQ0729:SPC NV C     -  STATION 23 0                             053 34 00.1
 HQ0729:UTM  11      -  STATION 23 0                             053 21 44.1
 HQ0729
 HQ0729|---------------------------------------------------------------------|
 HQ0729| PID    Reference Object                     Distance      Geod. Az  |
 HQ0729|                                                           dddmmss.s |
 HQ0729| HQ0057 STATION 23 0                        APPROX. 0.8 KM 0533151.8 |
 HQ0729| HQ0726 CZR TB 41                            73.525 METERS 14206     |
 HQ0729| HQ0736 CZR TB 43                           116.773 METERS 32214     |
 HQ0729|---------------------------------------------------------------------|
 HQ0729
 HQ0729                          SUPERSEDED SURVEY CONTROL
 HQ0729
 HQ0729  NAD 83(1986)-  37 50 04.92521(N)    116 43 29.20241(W) AD(       ) 2
 HQ0729  NAD 27      -  37 50 05.15088(N)    116 43 25.97589(W) AD(       ) 2
 HQ0729  NGVD 29 (07/19/86) 1626.56   (m)         5336.5    (f) LEVELING    3  
 HQ0729
 HQ0729.Superseded values are not recommended for survey control.
 HQ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0729.See file dsdata.txt to determine how the superseded data were derived.
 HQ0729
 HQ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2421887511(NAD 83)
 HQ0729_MARKER: DE = TRAVERSE STATION DISK
 HQ0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0729_STAMPING: 42 1968
 HQ0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0729+STABILITY: SURFACE MOTION
 HQ0729
 HQ0729  HISTORY     - Date     Condition        Report By
 HQ0729  HISTORY     - 1968     MONUMENTED       CGS
 HQ0729  HISTORY     - 1968     GOOD             CGS
 HQ0729
 HQ0729                          STATION DESCRIPTION
 HQ0729
 HQ0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0729'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0729'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2
 HQ0729'MILES NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES
 HQ0729'SOUTHEAST OF THE NORTH GUARD GATE, WHICH IS CALLED POINT
 HQ0729'ABLE, ON THE EAST SIDE OF CZR CAMERA BUILDING NUMBER 23-03
 HQ0729'AT THE HARD TARGET AREA.
 HQ0729'
 HQ0729'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 42 1968,
 HQ0729'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 HQ0729'3 INCHES.  IT IS 3 FEET EAST OF THE BUILDING, 5 FEET NORTHEAST
 HQ0729'OF THE SOUTHEAST CORNER OF THE BUILDING AND 5 FEET SOUTHEAST
 HQ0729'OF THE NORTHEAST CORNER OF THE BUILDING.
 HQ0729'
 HQ0729'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION 23-0.
 HQ0729
 HQ0729                          STATION RECOVERY (1968)
 HQ0729
 HQ0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0729'AT TONOPAH TEST RANGE.
 HQ0729'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0729'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0729'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0729'GATE, WHICH IS CALLED POINT ABLE, ON THE EAST SIDE OF CZR
 HQ0729'CAMERA BUILDING NUMBER 23-03 AT THE HARD TARGET AREA.  SET IN
 HQ0729'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 HQ0729'IT IS 3 FEET EAST OF THE BUILDING, 5 FEET NORTHEAST OF THE
 HQ0729'SOUTHEAST CORNER OF THE BUILDING AND 5 FEET SOUTHEAST OF THE
 HQ0729'NORTHEAST CORNER OF THE BUILDING.  NOTE-- A TRAVERSE CONNECTION
 HQ0729'WAS MADE TO TRIANGULATION STATION 23-0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0736 ***********************************************************************
 HQ0736  DESIGNATION -  CZR TB 43
 HQ0736  PID         -  HQ0736
 HQ0736  STATE/COUNTY-  NV/NYE
 HQ0736  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0736
 HQ0736                         *CURRENT SURVEY CONTROL
 HQ0736  ___________________________________________________________________
 HQ0736* NAD 83(1994)-  37 50 07.92237(N)    116 43 32.11933(W)     ADJUSTED  
 HQ0736* NAVD 88     -      1626.342  (meters)    5335.76   (feet)  ADJUSTED  
 HQ0736  ___________________________________________________________________
 HQ0736  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 HQ0736  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0736  DYNAMIC HT  -        1624.525 (meters)    5329.80  (feet)  COMP
 HQ0736  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 HQ0736
 HQ0736  HORZ ORDER  -  SECOND
 HQ0736  VERT ORDER  -  FIRST     CLASS II
 HQ0736
 HQ0736.The horizontal coordinates were established by classical geodetic methods
 HQ0736.and adjusted by the National Geodetic Survey in June 1998..
 HQ0736
 HQ0736.The orthometric height was determined by differential leveling
 HQ0736.and adjusted by the National Geodetic Survey in June 1991..
 HQ0736
 HQ0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0736
 HQ0736.The geoid height was determined by GEOID03.
 HQ0736
 HQ0736.The dynamic height is computed by dividing the NAVD 88
 HQ0736.geopotential number by the normal gravity value computed on the
 HQ0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0736.degrees latitude (g = 980.6199 gals.).
 HQ0736
 HQ0736.The modeled gravity was interpolated from observed gravity values.
 HQ0736
 HQ0736;                    North         East     Units Scale Factor Converg.
 HQ0736;SPC NV C     - 6,342,352.195   494,813.714   MT  0.99990033   -0 02 10.1
 HQ0736;SPC NV C     -20,808,200.49  1,623,401.33   sFT  0.99990033   -0 02 10.1
 HQ0736;UTM  11      - 4,187,602.899   524,146.308   MT  0.99960718   +0 10 06.0
 HQ0736
 HQ0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0736!SPC NV C     -   0.99974882  x   0.99990033  =   0.99964918
 HQ0736!UTM  11      -   0.99974882  x   0.99960718  =   0.99935610
 HQ0736
 HQ0736                          SUPERSEDED SURVEY CONTROL
 HQ0736
 HQ0736  NAD 83(1986)-  37 50 07.91906(N)    116 43 32.12747(W) AD(       ) 2
 HQ0736  NAD 27      -  37 50 08.14481(N)    116 43 28.90079(W) AD(       ) 2
 HQ0736  NGVD 29 (07/19/86) 1625.24   (m)         5332.1    (f) LEVELING    3  
 HQ0736
 HQ0736.Superseded values are not recommended for survey control.
 HQ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0736.See file dsdata.txt to determine how the superseded data were derived.
 HQ0736
 HQ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2414687603(NAD 83)
 HQ0736_MARKER: DE = TRAVERSE STATION DISK
 HQ0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0736_STAMPING: 43 1968
 HQ0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0736+STABILITY: SURFACE MOTION
 HQ0736
 HQ0736  HISTORY     - Date     Condition        Report By
 HQ0736  HISTORY     - 1968     MONUMENTED       CGS
 HQ0736  HISTORY     - 1968     GOOD             CGS
 HQ0736
 HQ0736                          STATION DESCRIPTION
 HQ0736
 HQ0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0736'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0736'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0736'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0736'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE AND IS ON
 HQ0736'THE EAST SIDE OF CZR CAMERA BUILDING NUMBER 23-02 AT THE
 HQ0736'HARD TARGET AREA.
 HQ0736'
 HQ0736'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 43 1968,
 HQ0736'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 HQ0736'2 INCHES.  IT IS 3 FEET EAST OF THE BUILDING, 5 FEET NORTHEAST
 HQ0736'OF THE SOUTHEAST CORNER OF THE BUILDING AND 5 FEET SOUTHEAST
 HQ0736'OF THE NORTHEAST CORNER OF THE BUILDING.
 HQ0736'
 HQ0736'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION 23-0.
 HQ0736
 HQ0736                          STATION RECOVERY (1968)
 HQ0736
 HQ0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0736'AT TONOPAH TEST RANGE.
 HQ0736'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0736'MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3 1/2 MILES NORTHEAST
 HQ0736'OF THE TEST RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE
 HQ0736'NORTH GUARD GATE, WHICH IS CALLED POINT ABLE AND IS ON THE
 HQ0736'EAST SIDE OF CZR CAMERA BUILDING NUMBER 23-02 AT THE HARD TARGET
 HQ0736'AREA.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HQ0736'ABOUT 2 INCHES.  IT IS 3 FEET EAST OF THE BUILDING, 5 FEET
 HQ0736'NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING AND 5 FEET
 HQ0736'SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING.  NOTE-- A
 HQ0736'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION 23-0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0741 ***********************************************************************
 HQ0741  DESIGNATION -  CZR TB 44
 HQ0741  PID         -  HQ0741
 HQ0741  STATE/COUNTY-  NV/NYE
 HQ0741  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0741
 HQ0741                         *CURRENT SURVEY CONTROL
 HQ0741  ___________________________________________________________________
 HQ0741* NAD 83(1994)-  37 50 05.86039(N)    116 43 47.44025(W)     ADJUSTED  
 HQ0741* NAVD 88     -      1627.588  (meters)    5339.85   (feet)  ADJUSTED  
 HQ0741  ___________________________________________________________________
 HQ0741  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HQ0741  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0741  DYNAMIC HT  -        1625.770 (meters)    5333.88  (feet)  COMP
 HQ0741  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 HQ0741
 HQ0741  HORZ ORDER  -  SECOND
 HQ0741  VERT ORDER  -  FIRST     CLASS II
 HQ0741
 HQ0741.The horizontal coordinates were established by classical geodetic methods
 HQ0741.and adjusted by the National Geodetic Survey in June 1998..
 HQ0741
 HQ0741.The orthometric height was determined by differential leveling
 HQ0741.and adjusted by the National Geodetic Survey in June 1991..
 HQ0741
 HQ0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0741
 HQ0741.The geoid height was determined by GEOID03.
 HQ0741
 HQ0741.The dynamic height is computed by dividing the NAVD 88
 HQ0741.geopotential number by the normal gravity value computed on the
 HQ0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0741.degrees latitude (g = 980.6199 gals.).
 HQ0741
 HQ0741.The modeled gravity was interpolated from observed gravity values.
 HQ0741
 HQ0741;                    North         East     Units Scale Factor Converg.
 HQ0741;SPC NV C     - 6,342,288.872   494,439.077   MT  0.99990038   -0 02 19.5
 HQ0741;SPC NV C     -20,807,992.74  1,622,172.21   sFT  0.99990038   -0 02 19.5
 HQ0741;UTM  11      - 4,187,538.258   523,772.009   MT  0.99960696   +0 09 56.6
 HQ0741
 HQ0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0741!SPC NV C     -   0.99974863  x   0.99990038  =   0.99964903
 HQ0741!UTM  11      -   0.99974863  x   0.99960696  =   0.99935569
 HQ0741
 HQ0741                          SUPERSEDED SURVEY CONTROL
 HQ0741
 HQ0741  NAD 83(1986)-  37 50 05.85708(N)    116 43 47.44840(W) AD(       ) 2
 HQ0741  NAD 27      -  37 50 06.08274(N)    116 43 44.22151(W) AD(       ) 2
 HQ0741  NGVD 29 (07/19/86) 1626.48   (m)         5336.2    (f) LEVELING    3  
 HQ0741
 HQ0741.Superseded values are not recommended for survey control.
 HQ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0741.See file dsdata.txt to determine how the superseded data were derived.
 HQ0741
 HQ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2377287538(NAD 83)
 HQ0741_MARKER: DE = TRAVERSE STATION DISK
 HQ0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0741_STAMPING: 44 1968
 HQ0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0741+STABILITY: SURFACE MOTION
 HQ0741
 HQ0741  HISTORY     - Date     Condition        Report By
 HQ0741  HISTORY     - 1968     MONUMENTED       CGS
 HQ0741  HISTORY     - 1968     GOOD             CGS
 HQ0741
 HQ0741                          STATION DESCRIPTION
 HQ0741
 HQ0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0741'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0741'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0741'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0741'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE
 HQ0741'HARD TARGET AREA.
 HQ0741'
 HQ0741'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 44 1968,
 HQ0741'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 HQ0741'3 INCHES.  IT IS 2.5 FEET NORTHEAST OF CZR CAMERA BUILDING NUMBER
 HQ0741'23-08.
 HQ0741'
 HQ0741'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0741'HARD TARGET.
 HQ0741
 HQ0741                          STATION RECOVERY (1968)
 HQ0741
 HQ0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0741'AT TONOPAH TEST RANGE.
 HQ0741'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0741'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0741'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0741'GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0741'THE STATION MARK IS SET IN THE TOP OF A ROUND CONCRETE POST
 HQ0741'WHICH PROJECTS ABOUT 3 INCHES.  IT IS 2.5 FEET NORTHEAST OF CZR
 HQ0741'CAMERA BUILDING NUMBER 23-08.  NOTE-- A TRAVERSE CONNECTION WAS
 HQ0741'MADE TO TRIANGULATION STTION HARD TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0699 ***********************************************************************
 HQ0699  DESIGNATION -  CZR TB 5
 HQ0699  PID         -  HQ0699
 HQ0699  STATE/COUNTY-  NV/NYE
 HQ0699  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0699
 HQ0699                         *CURRENT SURVEY CONTROL
 HQ0699  ___________________________________________________________________
 HQ0699* NAD 83(1994)-  37 50 01.27324(N)    116 43 41.66402(W)     ADJUSTED  
 HQ0699* NAVD 88     -      1627.478  (meters)    5339.48   (feet)  ADJUSTED  
 HQ0699  ___________________________________________________________________
 HQ0699  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HQ0699  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0699  DYNAMIC HT  -        1625.659 (meters)    5333.52  (feet)  COMP
 HQ0699  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 HQ0699
 HQ0699  HORZ ORDER  -  SECOND
 HQ0699  VERT ORDER  -  FIRST     CLASS II
 HQ0699
 HQ0699.The horizontal coordinates were established by classical geodetic methods
 HQ0699.and adjusted by the National Geodetic Survey in June 1998..
 HQ0699
 HQ0699.The orthometric height was determined by differential leveling
 HQ0699.and adjusted by the National Geodetic Survey in June 1991..
 HQ0699
 HQ0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0699
 HQ0699.The geoid height was determined by GEOID03.
 HQ0699
 HQ0699.The dynamic height is computed by dividing the NAVD 88
 HQ0699.geopotential number by the normal gravity value computed on the
 HQ0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0699.degrees latitude (g = 980.6199 gals.).
 HQ0699
 HQ0699.The modeled gravity was interpolated from observed gravity values.
 HQ0699
 HQ0699;                    North         East     Units Scale Factor Converg.
 HQ0699;SPC NV C     - 6,342,147.364   494,580.213   MT  0.99990036   -0 02 16.0
 HQ0699;SPC NV C     -20,807,528.48  1,622,635.25   sFT  0.99990036   -0 02 16.0
 HQ0699;UTM  11      - 4,187,397.296   523,913.608   MT  0.99960704   +0 10 00.1
 HQ0699
 HQ0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0699!SPC NV C     -   0.99974865  x   0.99990036  =   0.99964903
 HQ0699!UTM  11      -   0.99974865  x   0.99960704  =   0.99935579
 HQ0699
 HQ0699                          SUPERSEDED SURVEY CONTROL
 HQ0699
 HQ0699  NAD 83(1986)-  37 50 01.26993(N)    116 43 41.67217(W) AD(       ) 2
 HQ0699  NAD 27      -  37 50 01.49556(N)    116 43 38.44578(W) AD(       ) 2
 HQ0699  NGVD 29 (07/19/86) 1626.37   (m)         5335.8    (f) LEVELING    3  
 HQ0699
 HQ0699.Superseded values are not recommended for survey control.
 HQ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0699.See file dsdata.txt to determine how the superseded data were derived.
 HQ0699
 HQ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2391487397(NAD 83)
 HQ0699_MARKER: DE = TRAVERSE STATION DISK
 HQ0699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0699_SP_SET: CONCRETE MASS
 HQ0699_STAMPING: 5 1968
 HQ0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0699
 HQ0699  HISTORY     - Date     Condition        Report By
 HQ0699  HISTORY     - 1968     MONUMENTED       CGS
 HQ0699  HISTORY     - 1968     GOOD             CGS
 HQ0699
 HQ0699                          STATION DESCRIPTION
 HQ0699
 HQ0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0699'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT
 HQ0699'30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES NORTHEAST
 HQ0699'OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST OF THE NORTH
 HQ0699'GUARD GATE, WHICH IS CALLED POINT ABLE, ON A LARGE CONCRETE PAD
 HQ0699'WHICH IS CALLED HARD TARGET.
 HQ0699'
 HQ0699'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 5 1968, SET
 HQ0699'IN A DRILL HOLE IN CONCRETE BENEATH TARGET BOARD NUMBER 5.
 HQ0699'
 HQ0699'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0699
 HQ0699                          STATION RECOVERY (1968)
 HQ0699
 HQ0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0699'AT TONOPAH TEST RANGE.
 HQ0699'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0699'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0699'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0699'GATE, WHICH IS CALLED POINT ABLE, ON A LARGE CONCRETE PAD WHICH
 HQ0699'IS CALLED HARD TARGET.  SET IN A DRILL HOLE IN CONCRETE BENEATH
 HQ0699'TARGET BOARD NUMBER 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0700 ***********************************************************************
 HQ0700  DESIGNATION -  CZR TB 6
 HQ0700  PID         -  HQ0700
 HQ0700  STATE/COUNTY-  NV/NYE
 HQ0700  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0700
 HQ0700                         *CURRENT SURVEY CONTROL
 HQ0700  ___________________________________________________________________
 HQ0700* NAD 83(1994)-  37 50 00.88186(N)    116 43 41.28333(W)     ADJUSTED  
 HQ0700* NAVD 88     -      1627.559  (meters)    5339.75   (feet)  ADJUSTED  
 HQ0700  ___________________________________________________________________
 HQ0700  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HQ0700  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0700  DYNAMIC HT  -        1625.740 (meters)    5333.78  (feet)  COMP
 HQ0700  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 HQ0700
 HQ0700  HORZ ORDER  -  SECOND
 HQ0700  VERT ORDER  -  FIRST     CLASS II
 HQ0700
 HQ0700.The horizontal coordinates were established by classical geodetic methods
 HQ0700.and adjusted by the National Geodetic Survey in June 1998..
 HQ0700
 HQ0700.The orthometric height was determined by differential leveling
 HQ0700.and adjusted by the National Geodetic Survey in June 1991..
 HQ0700
 HQ0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0700
 HQ0700.The geoid height was determined by GEOID03.
 HQ0700
 HQ0700.The dynamic height is computed by dividing the NAVD 88
 HQ0700.geopotential number by the normal gravity value computed on the
 HQ0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0700.degrees latitude (g = 980.6199 gals.).
 HQ0700
 HQ0700.The modeled gravity was interpolated from observed gravity values.
 HQ0700
 HQ0700;                    North         East     Units Scale Factor Converg.
 HQ0700;SPC NV C     - 6,342,135.292   494,589.513   MT  0.99990036   -0 02 15.7
 HQ0700;SPC NV C     -20,807,488.87  1,622,665.76   sFT  0.99990036   -0 02 15.7
 HQ0700;UTM  11      - 4,187,385.261   523,922.948   MT  0.99960705   +0 10 00.3
 HQ0700
 HQ0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0700!SPC NV C     -   0.99974863  x   0.99990036  =   0.99964902
 HQ0700!UTM  11      -   0.99974863  x   0.99960705  =   0.99935578
 HQ0700
 HQ0700                          SUPERSEDED SURVEY CONTROL
 HQ0700
 HQ0700  NAD 83(1986)-  37 50 00.87855(N)    116 43 41.29148(W) AD(       ) 2
 HQ0700  NAD 27      -  37 50 01.10412(N)    116 43 38.06456(W) AD(       ) 2
 HQ0700  NGVD 29 (07/19/86) 1626.45   (m)         5336.1    (f) LEVELING    3  
 HQ0700
 HQ0700.Superseded values are not recommended for survey control.
 HQ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0700.See file dsdata.txt to determine how the superseded data were derived.
 HQ0700
 HQ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2392387385(NAD 83)
 HQ0700_MARKER: DE = TRAVERSE STATION DISK
 HQ0700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0700_SP_SET: CONCRETE MASS
 HQ0700_STAMPING: 6 1968
 HQ0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0700
 HQ0700  HISTORY     - Date     Condition        Report By
 HQ0700  HISTORY     - 1968     MONUMENTED       CGS
 HQ0700  HISTORY     - 1968     GOOD             CGS
 HQ0700
 HQ0700                          STATION DESCRIPTION
 HQ0700
 HQ0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0700'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT
 HQ0700'30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES NORTHEAST
 HQ0700'OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST OF THE NORTH
 HQ0700'GUARD GATE, WHICH IS CALLED POINT ABLE, ON A LARGE CONCRETE PAD
 HQ0700'WHICH IS CALLED HARD TARGET.
 HQ0700'
 HQ0700'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 6 1968, SET
 HQ0700'IN A DRILL HOLE IN CONCRETE BENEATH TARGET BOARD NUMBER 6.
 HQ0700'
 HQ0700'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0700
 HQ0700                          STATION RECOVERY (1968)
 HQ0700
 HQ0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0700'AT TONOPAH TEST RANGE.
 HQ0700'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0700'MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE TEST
 HQ0700'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0700'GATE, WHICH IS CALLED POINT ABLE, ON A LARGE CONCRETE PAD WHICH
 HQ0700'IS CALLED HARD TARGET.  SET IN A DRILL HOLE IN CONCRETE BENEATH
 HQ0700'TARGET BOARD NUMBER 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0701 ***********************************************************************
 HQ0701  DESIGNATION -  CZR TB 7
 HQ0701  PID         -  HQ0701
 HQ0701  STATE/COUNTY-  NV/NYE
 HQ0701  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0701
 HQ0701                         *CURRENT SURVEY CONTROL
 HQ0701  ___________________________________________________________________
 HQ0701* NAD 83(1994)-  37 50 00.49158(N)    116 43 40.89830(W)     ADJUSTED  
 HQ0701* NAVD 88     -      1627.662  (meters)    5340.09   (feet)  ADJUSTED  
 HQ0701  ___________________________________________________________________
 HQ0701  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HQ0701  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0701  DYNAMIC HT  -        1625.843 (meters)    5334.12  (feet)  COMP
 HQ0701  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 HQ0701
 HQ0701  HORZ ORDER  -  SECOND
 HQ0701  VERT ORDER  -  FIRST     CLASS II
 HQ0701
 HQ0701.The horizontal coordinates were established by classical geodetic methods
 HQ0701.and adjusted by the National Geodetic Survey in June 1998..
 HQ0701
 HQ0701.The orthometric height was determined by differential leveling
 HQ0701.and adjusted by the National Geodetic Survey in June 1991..
 HQ0701
 HQ0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0701
 HQ0701.The geoid height was determined by GEOID03.
 HQ0701
 HQ0701.The dynamic height is computed by dividing the NAVD 88
 HQ0701.geopotential number by the normal gravity value computed on the
 HQ0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0701.degrees latitude (g = 980.6199 gals.).
 HQ0701
 HQ0701.The modeled gravity was interpolated from observed gravity values.
 HQ0701
 HQ0701;                    North         East     Units Scale Factor Converg.
 HQ0701;SPC NV C     - 6,342,123.254   494,598.919   MT  0.99990036   -0 02 15.5
 HQ0701;SPC NV C     -20,807,449.38  1,622,696.62   sFT  0.99990036   -0 02 15.5
 HQ0701;UTM  11      - 4,187,373.260   523,932.394   MT  0.99960705   +0 10 00.6
 HQ0701
 HQ0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0701!SPC NV C     -   0.99974862  x   0.99990036  =   0.99964900
 HQ0701!UTM  11      -   0.99974862  x   0.99960705  =   0.99935577
 HQ0701
 HQ0701                          SUPERSEDED SURVEY CONTROL
 HQ0701
 HQ0701  NAD 83(1986)-  37 50 00.48827(N)    116 43 40.90645(W) AD(       ) 2
 HQ0701  NAD 27      -  37 50 00.71382(N)    116 43 37.67981(W) AD(       ) 2
 HQ0701  NGVD 29 (07/19/86) 1626.56   (m)         5336.5    (f) LEVELING    3  
 HQ0701
 HQ0701.Superseded values are not recommended for survey control.
 HQ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0701.See file dsdata.txt to determine how the superseded data were derived.
 HQ0701
 HQ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2393287373(NAD 83)
 HQ0701_MARKER: DE = TRAVERSE STATION DISK
 HQ0701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0701_SP_SET: CONCRETE MASS
 HQ0701_STAMPING: 7 1968
 HQ0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0701
 HQ0701  HISTORY     - Date     Condition        Report By
 HQ0701  HISTORY     - 1968     MONUMENTED       CGS
 HQ0701  HISTORY     - 1968     GOOD             CGS
 HQ0701
 HQ0701                          STATION DESCRIPTION
 HQ0701
 HQ0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0701'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0701'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0701'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0701'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A LARGE
 HQ0701'CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0701'
 HQ0701'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 7 1968, SET
 HQ0701'IN A DRILL HOLE IN CONCRETE BENEATH TARGET BOARD NUMBER 7.
 HQ0701'
 HQ0701'A TRAVERSE CONNECTION WAD MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0701
 HQ0701                          STATION RECOVERY (1968)
 HQ0701
 HQ0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0701'AT TONOPAH TEST RANGE.
 HQ0701'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0701'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0701'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0701'GATE, WHICH IS CALLED HARD TARGET.  SET IN A DRILL HOLE IN
 HQ0701'CONCRETE BENEATH TARGET BOARD NUMBER 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0702 ***********************************************************************
 HQ0702  DESIGNATION -  CZR TB 8
 HQ0702  PID         -  HQ0702
 HQ0702  STATE/COUNTY-  NV/NYE
 HQ0702  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0702
 HQ0702                         *CURRENT SURVEY CONTROL
 HQ0702  ___________________________________________________________________
 HQ0702* NAD 83(1994)-  37 50 00.10096(N)    116 43 40.51555(W)     ADJUSTED  
 HQ0702* NAVD 88     -      1627.754  (meters)    5340.39   (feet)  ADJUSTED  
 HQ0702  ___________________________________________________________________
 HQ0702  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HQ0702  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0702  DYNAMIC HT  -        1625.935 (meters)    5334.42  (feet)  COMP
 HQ0702  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 HQ0702
 HQ0702  HORZ ORDER  -  SECOND
 HQ0702  VERT ORDER  -  FIRST     CLASS II
 HQ0702
 HQ0702.The horizontal coordinates were established by classical geodetic methods
 HQ0702.and adjusted by the National Geodetic Survey in June 1998..
 HQ0702
 HQ0702.The orthometric height was determined by differential leveling
 HQ0702.and adjusted by the National Geodetic Survey in June 1991..
 HQ0702
 HQ0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0702
 HQ0702.The geoid height was determined by GEOID03.
 HQ0702
 HQ0702.The dynamic height is computed by dividing the NAVD 88
 HQ0702.geopotential number by the normal gravity value computed on the
 HQ0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0702.degrees latitude (g = 980.6199 gals.).
 HQ0702
 HQ0702.The modeled gravity was interpolated from observed gravity values.
 HQ0702
 HQ0702;                    North         East     Units Scale Factor Converg.
 HQ0702;SPC NV C     - 6,342,111.206   494,608.270   MT  0.99990036   -0 02 15.3
 HQ0702;SPC NV C     -20,807,409.85  1,622,727.30   sFT  0.99990036   -0 02 15.3
 HQ0702;UTM  11      - 4,187,361.248   523,941.785   MT  0.99960706   +0 10 00.8
 HQ0702
 HQ0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0702!SPC NV C     -   0.99974860  x   0.99990036  =   0.99964899
 HQ0702!UTM  11      -   0.99974860  x   0.99960706  =   0.99935576
 HQ0702
 HQ0702                          SUPERSEDED SURVEY CONTROL
 HQ0702
 HQ0702  NAD 83(1986)-  37 50 00.09765(N)    116 43 40.52370(W) AD(       ) 2
 HQ0702  NAD 27      -  37 50 00.32320(N)    116 43 37.29693(W) AD(       ) 2
 HQ0702  NGVD 29 (07/19/86) 1626.65   (m)         5336.8    (f) LEVELING    3  
 HQ0702
 HQ0702.Superseded values are not recommended for survey control.
 HQ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0702.See file dsdata.txt to determine how the superseded data were derived.
 HQ0702
 HQ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2394287361(NAD 83)
 HQ0702_MARKER: DE = TRAVERSE STATION DISK
 HQ0702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0702_SP_SET: CONCRETE MASS
 HQ0702_STAMPING: 8 1968
 HQ0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0702
 HQ0702  HISTORY     - Date     Condition        Report By
 HQ0702  HISTORY     - 1968     MONUMENTED       CGS
 HQ0702  HISTORY     - 1968     GOOD             CGS
 HQ0702
 HQ0702                          STATION DESCRIPTION
 HQ0702
 HQ0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0702'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0702'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0702'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0702'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, AT THE HARD
 HQ0702'TARGET AREA.
 HQ0702'
 HQ0702'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 8 1968, SET
 HQ0702'IN A DRILL HOLE IN CONCRETE BENEATH TARGET BOARD NUMBER 8.
 HQ0702'
 HQ0702'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0702
 HQ0702                          STATION RECOVERY (1968)
 HQ0702
 HQ0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0702'AT TONOPAH TEST RANGE.
 HQ0702'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT 30
 HQ0702'MILES SOUTHEAST OF TONOPAH, 3 1/2 MILES NORTHEAST OF THE TEST
 HQ0702'RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0702'GATE, WHICH IS CALLED POINT ABLE, AT THE HARD TARGET AREA.
 HQ0702'SET IN A DRILL HOLE IN CONCRETE BENEATH TARGET BOARD NUMBER 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0703 ***********************************************************************
 HQ0703  DESIGNATION -  CZR TB 9
 HQ0703  PID         -  HQ0703
 HQ0703  STATE/COUNTY-  NV/NYE
 HQ0703  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0703
 HQ0703                         *CURRENT SURVEY CONTROL
 HQ0703  ___________________________________________________________________
 HQ0703* NAD 83(1994)-  37 49 59.71063(N)    116 43 40.13239(W)     ADJUSTED  
 HQ0703* NAVD 88     -      1627.831  (meters)    5340.64   (feet)  ADJUSTED  
 HQ0703  ___________________________________________________________________
 HQ0703  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HQ0703  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0703  DYNAMIC HT  -        1626.012 (meters)    5334.67  (feet)  COMP
 HQ0703  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 HQ0703
 HQ0703  HORZ ORDER  -  SECOND
 HQ0703  VERT ORDER  -  FIRST     CLASS II
 HQ0703
 HQ0703.The horizontal coordinates were established by classical geodetic methods
 HQ0703.and adjusted by the National Geodetic Survey in June 1998..
 HQ0703
 HQ0703.The orthometric height was determined by differential leveling
 HQ0703.and adjusted by the National Geodetic Survey in June 1991..
 HQ0703
 HQ0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0703
 HQ0703.The geoid height was determined by GEOID03.
 HQ0703
 HQ0703.The dynamic height is computed by dividing the NAVD 88
 HQ0703.geopotential number by the normal gravity value computed on the
 HQ0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0703.degrees latitude (g = 980.6199 gals.).
 HQ0703
 HQ0703.The modeled gravity was interpolated from observed gravity values.
 HQ0703
 HQ0703;                    North         East     Units Scale Factor Converg.
 HQ0703;SPC NV C     - 6,342,099.166   494,617.631   MT  0.99990036   -0 02 15.0
 HQ0703;SPC NV C     -20,807,370.35  1,622,758.01   sFT  0.99990036   -0 02 15.0
 HQ0703;UTM  11      - 4,187,349.246   523,951.186   MT  0.99960707   +0 10 01.0
 HQ0703
 HQ0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0703!SPC NV C     -   0.99974859  x   0.99990036  =   0.99964898
 HQ0703!UTM  11      -   0.99974859  x   0.99960707  =   0.99935576
 HQ0703
 HQ0703                          SUPERSEDED SURVEY CONTROL
 HQ0703
 HQ0703  NAD 83(1986)-  37 49 59.70731(N)    116 43 40.14055(W) AD(       ) 2
 HQ0703  NAD 27      -  37 49 59.93329(N)    116 43 36.91276(W) AD(       ) 2
 HQ0703  NGVD 29 (07/19/86) 1626.73   (m)         5337.0    (f) LEVELING    3  
 HQ0703
 HQ0703.Superseded values are not recommended for survey control.
 HQ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0703.See file dsdata.txt to determine how the superseded data were derived.
 HQ0703
 HQ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2395187349(NAD 83)
 HQ0703_MARKER: DE = TRAVERSE STATION DISK
 HQ0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0703_SP_SET: CONCRETE MASS
 HQ0703_STAMPING: 9 1968
 HQ0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0703
 HQ0703  HISTORY     - Date     Condition        Report By
 HQ0703  HISTORY     - 1968     MONUMENTED       CGS
 HQ0703  HISTORY     - 1968     GOOD             CGS
 HQ0703
 HQ0703                          STATION DESCRIPTION
 HQ0703
 HQ0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0703'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED
 HQ0703'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 3-1/2 MILES
 HQ0703'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 5-1/2 MILES SOUTHEAST
 HQ0703'OF THE NORTH GUARD GATE, WHICH IS CALLED POINT ABLE, ON A LARGE
 HQ0703'CONCRETE PAD WHICH IS CALLED HARD TARGET.
 HQ0703'
 HQ0703'THE STATION MARK IS A STANDARD DISK STAMPED 9 1968 SET IN A
 HQ0703'DRILL HOLE IN CONCRETE BENEATH TARGET BOARD NUMBER 9.
 HQ0703'
 HQ0703'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARD TARGET.
 HQ0703
 HQ0703                          STATION RECOVERY (1968)
 HQ0703
 HQ0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0703'AT TONOPAH TEST RANGE.
 HQ0703'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS LOCATED ABOUT
 HQ0703'30 MILES SOUTHEAST OF TONOPAH.  3 1/2 MILES NORTHEAST OF THE
 HQ0703'TEST RANGE HEADQUARTERS, 5 1/2 MILES SOUTHEAST OF THE NORTH
 HQ0703'GUARD GATE, WHICH IS CALLED POINT ABLE, ON A LARGE CONCRETE
 HQ0703'PAD WHICH IS CALLED HARD TARGET.  SET IN A DRILL HOLE IN CONCRETE
 HQ0703'BENEATH TARGET BOARD NUMBER 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0203 ***********************************************************************
 FS0203  DESIGNATION -  D
 FS0203  PID         -  FS0203
 FS0203  STATE/COUNTY-  NV/CLARK
 FS0203  USGS QUAD   -  JEAN (1989)
 FS0203
 FS0203                         *CURRENT SURVEY CONTROL
 FS0203  ___________________________________________________________________
 FS0203* NAD 83(1986)-  35 48 25.     (N)    115 17 58.     (W)     SCALED    
 FS0203* NAVD 88     -       903.974  (meters)    2965.79   (feet)  POSTED    
 FS0203  ___________________________________________________________________
 FS0203  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FS0203  DYNAMIC HT  -         902.990 (meters)    2962.56  (feet)  COMP
 FS0203  MODELED GRAV-     979,509.4   (mgal)                       NAVD 88
 FS0203
 FS0203  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0203
 FS0203.The horizontal coordinates were scaled from a topographic map and have
 FS0203.an estimated accuracy of +/- 6 seconds.
 FS0203
 FS0203.The orthometric height was determined by differential leveling
 FS0203.and adjusted by the National Geodetic Survey in 1992..
 FS0203.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0203.rate of 0.0 thru 1.0 mm/km.
 FS0203
 FS0203.The geoid height was determined by GEOID03.
 FS0203
 FS0203.The dynamic height is computed by dividing the NAVD 88
 FS0203.geopotential number by the normal gravity value computed on the
 FS0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0203.degrees latitude (g = 980.6199 gals.).
 FS0203
 FS0203.The modeled gravity was interpolated from observed gravity values.
 FS0203
 FS0203;                    North         East    Units  Estimated Accuracy
 FS0203;SPC NV E     - 8,117,290.      225,660.      MT  (+/- 180 meters Scaled)
 FS0203
 FS0203                          SUPERSEDED SURVEY CONTROL
 FS0203
 FS0203  NGVD 29 (??/??/92)  903.182  (m)         2963.19   (f) ADJ UNCH    1 2
 FS0203
 FS0203.Superseded values are not recommended for survey control.
 FS0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0203.See file dsdata.txt to determine how the superseded data were derived.
 FS0203
 FS0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV536638(NAD 83)
 FS0203_MARKER: P = PIPE CAP
 FS0203_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0203_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0203_STAMPING: U S
 FS0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0203
 FS0203  HISTORY     - Date     Condition        Report By
 FS0203  HISTORY     - UNK      MONUMENTED       CGS
 FS0203  HISTORY     - 1949     GOOD             NGS
 FS0203
 FS0203                          STATION DESCRIPTION
 FS0203
 FS0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0203'2.3 MI N FROM JEAN.
 FS0203'2.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0203'AT JEAN, 207 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FS0203'WEST HEAD WALL OF CONCRETE CULVERT 303.41, 7 POLES SOUTHWEST
 FS0203'OF B.M. B 150, 129.0 FEET WEST OF THE WEST RAIL, 40.8 FEET
 FS0203'WEST OF THE 13TH POLE NORTH OF MILEPOLE 303, ABOUT 5 FEET
 FS0203'LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 FS0203'PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0649 ***********************************************************************
 GR0649  DESIGNATION -  D 1
 GR0649  PID         -  GR0649
 GR0649  STATE/COUNTY-  NV/CLARK
 GR0649  USGS QUAD   -  DRY LAKE (1986)
 GR0649
 GR0649                         *CURRENT SURVEY CONTROL
 GR0649  ___________________________________________________________________
 GR0649* NAD 83(1986)-  36 28 35.     (N)    114 49 09.     (W)     SCALED    
 GR0649* NAVD 88     -       640.470  (meters)    2101.28   (feet)  ADJUSTED  
 GR0649  ___________________________________________________________________
 GR0649  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 GR0649  DYNAMIC HT  -         639.834 (meters)    2099.19  (feet)  COMP
 GR0649  MODELED GRAV-     979,617.8   (mgal)                       NAVD 88
 GR0649
 GR0649  VERT ORDER  -  FIRST     CLASS II
 GR0649
 GR0649.The horizontal coordinates were scaled from a topographic map and have
 GR0649.an estimated accuracy of +/- 6 seconds.
 GR0649
 GR0649.The orthometric height was determined by differential leveling
 GR0649.and adjusted by the National Geodetic Survey in June 1991..
 GR0649
 GR0649.The geoid height was determined by GEOID03.
 GR0649
 GR0649.The dynamic height is computed by dividing the NAVD 88
 GR0649.geopotential number by the normal gravity value computed on the
 GR0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0649.degrees latitude (g = 980.6199 gals.).
 GR0649
 GR0649.The modeled gravity was interpolated from observed gravity values.
 GR0649
 GR0649;                    North         East    Units  Estimated Accuracy
 GR0649;SPC NV E     - 8,191,800.      268,480.      MT  (+/- 180 meters Scaled)
 GR0649
 GR0649                          SUPERSEDED SURVEY CONTROL
 GR0649
 GR0649  NGVD 29 (??/??/92)  639.746  (m)         2098.90   (f) ADJ UNCH    1 2
 GR0649
 GR0649.Superseded values are not recommended for survey control.
 GR0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0649.See file dsdata.txt to determine how the superseded data were derived.
 GR0649
 GR0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA953390(NAD 83)
 GR0649_MARKER: P = PIPE CAP
 GR0649_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0649_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0649_STAMPING: D 1
 GR0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0649
 GR0649  HISTORY     - Date     Condition        Report By
 GR0649  HISTORY     - UNK      MONUMENTED       CGS
 GR0649  HISTORY     - 1957     GOOD             NGS
 GR0649  HISTORY     - 1970     GOOD             NGS
 GR0649  HISTORY     - 1983     GOOD             NGS
 GR0649
 GR0649                          STATION DESCRIPTION
 GR0649
 GR0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0649'18.5 MI SW FROM MOAPA.
 GR0649'18.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0649'AT MOAPA, IN T 17 S, R 64 E, NORTHEAST CORNER OF SECTION 10, ON TOP OF
 GR0649'A SMALL GRAVEL KNOLL, 247 FEET WEST OF A SIGN, READING DRY LAKE ONE
 GR0649'MILE, 195.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 159 FEET NORTH OF
 GR0649'THE 5TH TELEPHONE POLE SOUTHWEST OF MILEPOLE 365, 2.6 FEET NORTH OF A
 GR0649'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE TRACK AND SCREWED ON TOP OF
 GR0649'A 3 1/2 INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
 GR0649
 GR0649                          STATION RECOVERY (1970)
 GR0649
 GR0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GR0649'RECOVERED IN GOOD CONDITION.
 GR0649
 GR0649                          STATION RECOVERY (1983)
 GR0649
 GR0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0727 ***********************************************************************
 GS0727  DESIGNATION -  D 1 HN
 GS0727  PID         -  GS0727
 GS0727  STATE/COUNTY-  NV/NYE
 GS0727  USGS QUAD   -  JACKASS FLATS (1983)
 GS0727
 GS0727                         *CURRENT SURVEY CONTROL
 GS0727  ___________________________________________________________________
 GS0727* NAD 83(1986)-  36 46 12.     (N)    116 16 32.     (W)     SCALED    
 GS0727* NAVD 88     -      1045.382  (meters)    3429.72   (feet)  ADJUSTED  
 GS0727  ___________________________________________________________________
 GS0727  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GS0727  DYNAMIC HT  -        1044.262 (meters)    3426.05  (feet)  COMP
 GS0727  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 GS0727
 GS0727  VERT ORDER  -  FIRST     CLASS I
 GS0727
 GS0727.The horizontal coordinates were scaled from a topographic map and have
 GS0727.an estimated accuracy of +/- 6 seconds.
 GS0727
 GS0727.The orthometric height was determined by differential leveling
 GS0727.and adjusted by the National Geodetic Survey in May 2004..
 GS0727
 GS0727.The geoid height was determined by GEOID03.
 GS0727
 GS0727.The dynamic height is computed by dividing the NAVD 88
 GS0727.geopotential number by the normal gravity value computed on the
 GS0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0727.degrees latitude (g = 980.6199 gals.).
 GS0727
 GS0727.The modeled gravity was interpolated from observed gravity values.
 GS0727
 GS0727;                    North         East    Units  Estimated Accuracy
 GS0727;SPC NV C     - 6,224,180.      534,920.      MT  (+/- 180 meters Scaled)
 GS0727
 GS0727                          SUPERSEDED SURVEY CONTROL
 GS0727
 GS0727  NAVD 88 (??/??/92) 1045.397  (m)         3429.77   (f) UNKNOWN     3 0
 GS0727  NGVD 29 (05/01/91) 1044.511  (m)         3426.87   (f) ADJUSTED    1 1
 GS0727
 GS0727.Superseded values are not recommended for survey control.
 GS0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0727.See file dsdata.txt to determine how the superseded data were derived.
 GS0727
 GS0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA646696(NAD 83)
 GS0727_MARKER: DD = SURVEY DISK
 GS0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0727_SP_SET: CONCRETE POST
 GS0727_STAMPING: H-N BM D1 1956 3426.96
 GS0727_MARK LOGO: AEC   
 GS0727_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0727+STABILITY: SURFACE MOTION
 GS0727
 GS0727  HISTORY     - Date     Condition        Report By
 GS0727  HISTORY     - 1956     MONUMENTED       AEC
 GS0727  HISTORY     - 1983     GOOD             USGS
 GS0727  HISTORY     - 1986     GOOD             USGS
 GS0727  HISTORY     - 1988     GOOD             USGS
 GS0727  HISTORY     - 19910529 GOOD             USGS
 GS0727  HISTORY     - 19930302 GOOD             USGS
 GS0727  HISTORY     - 19950313 GOOD             USGS
 GS0727
 GS0727                          STATION DESCRIPTION
 GS0727
 GS0727'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0727'33.0 KM (20.50 MI) NW FROM MERCURY.
 GS0727'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0727'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0727'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES TO A CURVE IN
 GS0727'THE ROAD AND A TRACK ROAD NORTHWEST, TURN LEFT ONTO THE TRACK ROAD
 GS0727'AND PROCEED NORTHWEST 1.3 MILES, 265 FEET NORTH OF THE ROAD.
 GS0727'THE MARK IS 2 FT  S FROM  A 4 BY 4 POST
 GS0727
 GS0727                          STATION RECOVERY (1986)
 GS0727
 GS0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0727'RECOVERED IN GOOD CONDITION.
 GS0727
 GS0727                          STATION RECOVERY (1988)
 GS0727
 GS0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0727'RECOVERED IN GOOD CONDITION.
 GS0727
 GS0727                          STATION RECOVERY (1991)
 GS0727
 GS0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0727'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0727'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0727'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES TO A CURVE IN
 GS0727'THE ROAD AND A TRACK ROAD NORTHWEST, TURN LEFT ONTO THE TRACK ROAD
 GS0727'AND PROCEED NORTHWEST 1.3 MILES, 265 FEET NORTH OF THE ROAD.
 GS0727
 GS0727                          STATION RECOVERY (1993)
 GS0727
 GS0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0727'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0727'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0727'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES
 GS0727'(30.9 KM) TO A CURVE IN THE ROAD AND A TRACK ROAD NORTHWEST, TURN
 GS0727'LEFT ONTO THE TRACK ROAD AND PROCEED NORTHWEST 1.3 MILES (2.1 KM),
 GS0727'265 FEET (80.8 M) NORTH OF THE ROAD.
 GS0727
 GS0727                          STATION RECOVERY (1995)
 GS0727
 GS0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0727'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0993 ***********************************************************************
 KR0993  DESIGNATION -  D 10
 KR0993  PID         -  KR0993
 KR0993  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0993  USGS QUAD   -  CARSON CITY (1994)
 KR0993
 KR0993                         *CURRENT SURVEY CONTROL
 KR0993  ___________________________________________________________________
 KR0993* NAD 83(1986)-  39 10 07.     (N)    119 46 56.     (W)     SCALED    
 KR0993* NAVD 88     -      1450.81   (+/-2cm)    4759.9    (feet)  VERTCON   
 KR0993  ___________________________________________________________________
 KR0993  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KR0993
 KR0993  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0993
 KR0993.The horizontal coordinates were scaled from a topographic map and have
 KR0993.an estimated accuracy of +/- 6 seconds.
 KR0993
 KR0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0993.The vertical order pertains to the NGVD 29 superseded value.
 KR0993
 KR0993.The geoid height was determined by GEOID03.
 KR0993
 KR0993;                    North         East    Units  Estimated Accuracy
 KR0993;SPC NV W     - 4,491,000.      696,400.      MT  (+/- 180 meters Scaled)
 KR0993
 KR0993                          SUPERSEDED SURVEY CONTROL
 KR0993
 KR0993  NGVD 29 (??/??/92) 1449.670  (m)         4756.13   (f) ADJ UNCH    1 2
 KR0993
 KR0993.Superseded values are not recommended for survey control.
 KR0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0993.See file dsdata.txt to determine how the superseded data were derived.
 KR0993
 KR0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD596391(NAD 83)
 KR0993_MARKER: DB = BENCH MARK DISK
 KR0993_SETTING: 0 = UNSPECIFIED SETTING
 KR0993_STAMPING: D 10 1915 4756.103
 KR0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0993
 KR0993  HISTORY     - Date     Condition        Report By
 KR0993  HISTORY     - 1915     MONUMENTED       CGS
 KR0993  HISTORY     - 1953     GOOD             NGS
 KR0993
 KR0993                          STATION DESCRIPTION
 KR0993
 KR0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0993'0.8 MI W FROM CARSON CITY.
 KR0993'0.8 MILE WEST ALONG WEST WASHINGTON STREET FROM THE CIVIC AUDITORIUM
 KR0993'AT CARSON CITY, 0.5 MILE WEST OF THE INTERSECTION OF MOUNTAIN STREET,
 KR0993'ALONG THE RIGHT-OF-WAY OF THE ABANDONED VIRGINIA AND TRUCKEE RAILROAD,
 KR0993'AT A SHARP TURN IN WEST WASHINGTON STREET, AT AN IRRIGATION HEADGATE,
 KR0993'IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL, 104 FEET SOUTHWEST
 KR0993'OF THE CENTER LINE OF THE STREET AT THE CENTER OF THE SHARP TURN, 73
 KR0993'FEET WEST OF A FENCE, 13.7 FEET NORTH OF A FENCE, 20 FEET SOUTH OF THE
 KR0993'CENTER LINE OF THE OLD RAILROAD BED, 2.3 FEET WEST OF THE EAST END OF
 KR0993'THE HEAD WALL, AND ABOUT 1 FOOT LOWER THAN THE OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0710 ***********************************************************************
 GS0710  DESIGNATION -  D 10 HN
 GS0710  PID         -  GS0710
 GS0710  STATE/COUNTY-  NV/NYE
 GS0710  USGS QUAD   -  JACKASS FLATS (1983)
 GS0710
 GS0710                         *CURRENT SURVEY CONTROL
 GS0710  ___________________________________________________________________
 GS0710* NAD 83(1986)-  36 48 33.     (N)    116 22 30.     (W)     SCALED    
 GS0710* NAVD 88     -      1017.400  (meters)    3337.92   (feet)  ADJUSTED  
 GS0710  ___________________________________________________________________
 GS0710  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GS0710  DYNAMIC HT  -        1016.333 (meters)    3334.42  (feet)  COMP
 GS0710  MODELED GRAV-     979,548.1   (mgal)                       NAVD 88
 GS0710
 GS0710  VERT ORDER  -  FIRST     CLASS I
 GS0710
 GS0710.The horizontal coordinates were scaled from a topographic map and have
 GS0710.an estimated accuracy of +/- 6 seconds.
 GS0710
 GS0710.The orthometric height was determined by differential leveling
 GS0710.and adjusted by the National Geodetic Survey in May 2004..
 GS0710
 GS0710.The geoid height was determined by GEOID03.
 GS0710
 GS0710.The dynamic height is computed by dividing the NAVD 88
 GS0710.geopotential number by the normal gravity value computed on the
 GS0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0710.degrees latitude (g = 980.6199 gals.).
 GS0710
 GS0710.The modeled gravity was interpolated from observed gravity values.
 GS0710
 GS0710;                    North         East    Units  Estimated Accuracy
 GS0710;SPC NV C     - 6,228,490.      526,020.      MT  (+/- 180 meters Scaled)
 GS0710
 GS0710                          SUPERSEDED SURVEY CONTROL
 GS0710
 GS0710  NAVD 88 (??/??/92) 1017.398  (m)         3337.91   (f) UNKNOWN     3 0
 GS0710  NGVD 29 (05/01/91) 1016.529  (m)         3335.06   (f) ADJUSTED    1 1
 GS0710
 GS0710.Superseded values are not recommended for survey control.
 GS0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0710.See file dsdata.txt to determine how the superseded data were derived.
 GS0710
 GS0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA557738(NAD 83)
 GS0710_MARKER: DD = SURVEY DISK
 GS0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0710_SP_SET: CONCRETE POST
 GS0710_STAMPING: H-N BM D10 1956 3335.00
 GS0710_MARK LOGO: AEC   
 GS0710_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0710+STABILITY: SURFACE MOTION
 GS0710
 GS0710  HISTORY     - Date     Condition        Report By
 GS0710  HISTORY     - 1956     MONUMENTED       AEC
 GS0710  HISTORY     - 1983     GOOD             USGS
 GS0710  HISTORY     - 1986     GOOD             USGS
 GS0710  HISTORY     - 1988     GOOD             USGS
 GS0710  HISTORY     - 19910513 GOOD             USGS
 GS0710  HISTORY     - 19930216 GOOD             USGS
 GS0710  HISTORY     - 19950224 GOOD             USGS
 GS0710
 GS0710                          STATION DESCRIPTION
 GS0710
 GS0710'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0710'46.1 KM (28.65 MI) NW FROM MERCURY.
 GS0710'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0710'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0710'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0710'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0710'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0710'STREET 0.5 MILES TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0710'PROCEED WEST 5.30 MILES, 200 FEET NORTH OF THE ROAD.
 GS0710'THE MARK IS 2 FT  S FROM  A 4 BY 4 POST
 GS0710
 GS0710                          STATION RECOVERY (1986)
 GS0710
 GS0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0710'RECOVERED IN GOOD CONDITION.
 GS0710
 GS0710                          STATION RECOVERY (1988)
 GS0710
 GS0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0710'RECOVERED IN GOOD CONDITION.
 GS0710
 GS0710                          STATION RECOVERY (1991)
 GS0710
 GS0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0710'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0710'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0710'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0710'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0710'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0710'STREET 0.5 MILE TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0710'PROCEED WEST 5.30 MILES, 200 FEET NORTH OF THE ROAD.
 GS0710
 GS0710                          STATION RECOVERY (1993)
 GS0710
 GS0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0710'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0710'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0710'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0710'(34.3 KM) TO A GUARD STATION AT THE INTERSECTION OF ROADS C AND B,
 GS0710'TURN LEFT (SOUTHWEST) ON ROAD B 1.55 MILES (2.49 KM) TO 2ND STREET,
 GS0710'TURN RIGHT (NORTHEAST) ON 2ND STREET 0.5 MILE (0.8 KM) TO A DIRT
 GS0710'ROAD, TURN LEFT ON THE DIRT ROAD AND PROCEED WEST 5.30 MILES
 GS0710'(8.53 KM), 200 FEET (61.0 M) NORTH OF THE ROAD.
 GS0710
 GS0710                          STATION RECOVERY (1995)
 GS0710
 GS0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0710'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0556 ***********************************************************************
 LR0556  DESIGNATION -  D 100
 LR0556  PID         -  LR0556
 LR0556  STATE/COUNTY-  NV/HUMBOLDT
 LR0556  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0556
 LR0556                         *CURRENT SURVEY CONTROL
 LR0556  ___________________________________________________________________
 LR0556* NAD 83(1986)-  40 54 02.     (N)    117 46 16.     (W)     SCALED    
 LR0556* NAVD 88     -      1322.815  (meters)    4339.94   (feet)  ADJUSTED  
 LR0556  ___________________________________________________________________
 LR0556  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 LR0556  DYNAMIC HT  -        1321.793 (meters)    4336.58  (feet)  COMP
 LR0556  MODELED GRAV-     979,806.1   (mgal)                       NAVD 88
 LR0556
 LR0556  VERT ORDER  -  SECOND    CLASS 0
 LR0556
 LR0556.The horizontal coordinates were scaled from a topographic map and have
 LR0556.an estimated accuracy of +/- 6 seconds.
 LR0556
 LR0556.The orthometric height was determined by differential leveling
 LR0556.and adjusted by the National Geodetic Survey in June 1991..
 LR0556
 LR0556.The geoid height was determined by GEOID03.
 LR0556
 LR0556.The dynamic height is computed by dividing the NAVD 88
 LR0556.geopotential number by the normal gravity value computed on the
 LR0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0556.degrees latitude (g = 980.6199 gals.).
 LR0556
 LR0556.The modeled gravity was interpolated from observed gravity values.
 LR0556
 LR0556;                    North         East    Units  Estimated Accuracy
 LR0556;SPC NV W     - 4,682,920.      868,430.      MT  (+/- 180 meters Scaled)
 LR0556
 LR0556                          SUPERSEDED SURVEY CONTROL
 LR0556
 LR0556  NGVD 29 (??/??/92) 1321.755  (m)         4336.46   (f) ADJ UNCH    2 0
 LR0556
 LR0556.Superseded values are not recommended for survey control.
 LR0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0556.See file dsdata.txt to determine how the superseded data were derived.
 LR0556
 LR0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF350280(NAD 83)
 LR0556_MARKER: DB = BENCH MARK DISK
 LR0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0556_STAMPING: D 100 1958
 LR0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0556+STABILITY: SURFACE MOTION
 LR0556
 LR0556  HISTORY     - Date     Condition        Report By
 LR0556  HISTORY     - 1958     MONUMENTED       CGS
 LR0556
 LR0556                          STATION DESCRIPTION
 LR0556
 LR0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0556'5.6 MI SW FROM WINNEMUCCA.
 LR0556'0.2 MILE SOUTHEAST ALONG BRIDGE STREET FROM THE COURTHOUSE AT
 LR0556'WINNEMUCCA, THENCE 5.4 MILES SOUTHWEST ALONG A GRAVEL ROAD, 93 FEET
 LR0556'WEST OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD LEADING WEST TO
 LR0556'THE WINNEMUCCA WEATHER STATION, 20 1/2 FEET SOUTH OF THE CENTER LINE
 LR0556'OF AN EAST-WEST ROAD, 32 1/2 FEET WEST OF THE SOUTH END OF A 36-INCH
 LR0556'CORRUGATED METAL PIPE CULVERT UNDER THE EAST-WEST ROAD, 3 FEET
 LR0556'SOUTHEAST OF A FENCE CORNER POST, 1 FOOT NORTHEAST OF A FENCE, 1.4
 LR0556'FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 LR0556'IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0582 ***********************************************************************
 LR0582  DESIGNATION -  D 101
 LR0582  PID         -  LR0582
 LR0582  STATE/COUNTY-  NV/PERSHING
 LR0582  USGS QUAD   -  PANTHER CANYON (1990)
 LR0582
 LR0582                         *CURRENT SURVEY CONTROL
 LR0582  ___________________________________________________________________
 LR0582* NAD 83(1986)-  40 33 02.     (N)    117 37 20.     (W)     SCALED    
 LR0582* NAVD 88     -      1447.827  (meters)    4750.08   (feet)  ADJUSTED  
 LR0582  ___________________________________________________________________
 LR0582  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 LR0582  DYNAMIC HT  -        1446.633 (meters)    4746.16  (feet)  COMP
 LR0582  MODELED GRAV-     979,749.5   (mgal)                       NAVD 88
 LR0582
 LR0582  VERT ORDER  -  SECOND    CLASS 0
 LR0582
 LR0582.The horizontal coordinates were scaled from a topographic map and have
 LR0582.an estimated accuracy of +/- 6 seconds.
 LR0582
 LR0582.The orthometric height was determined by differential leveling
 LR0582.and adjusted by the National Geodetic Survey in June 1991..
 LR0582
 LR0582.The geoid height was determined by GEOID03.
 LR0582
 LR0582.The dynamic height is computed by dividing the NAVD 88
 LR0582.geopotential number by the normal gravity value computed on the
 LR0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0582.degrees latitude (g = 980.6199 gals.).
 LR0582
 LR0582.The modeled gravity was interpolated from observed gravity values.
 LR0582
 LR0582;                    North         East    Units  Estimated Accuracy
 LR0582;SPC NV W     - 4,644,180.      881,400.      MT  (+/- 180 meters Scaled)
 LR0582
 LR0582                          SUPERSEDED SURVEY CONTROL
 LR0582
 LR0582  NGVD 29 (??/??/92) 1446.735  (m)         4746.50   (f) ADJ UNCH    2 0
 LR0582
 LR0582.Superseded values are not recommended for survey control.
 LR0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0582.See file dsdata.txt to determine how the superseded data were derived.
 LR0582
 LR0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME473890(NAD 83)
 LR0582_MARKER: DB = BENCH MARK DISK
 LR0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0582_STAMPING: D 101 1958
 LR0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0582+STABILITY: SURFACE MOTION
 LR0582
 LR0582  HISTORY     - Date     Condition        Report By
 LR0582  HISTORY     - 1958     MONUMENTED       CGS
 LR0582
 LR0582                          STATION DESCRIPTION
 LR0582
 LR0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0582'3.95 MI SE FROM LEACH HOT SPRINGS.
 LR0582'3.95 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, 0.3
 LR0582'MILE NORTHWEST OF THE JUNCTION OF A TRACK ROAD NORTHEAST, AT A SPRING,
 LR0582'73 FEET NORTHWEST OF THE NORTHEAST END OF A 24-INCH CORRUGATED METAL
 LR0582'PIPE CULVERT UNDER THE ROAD, 27 FEET NORTHEAST OF THE CENTER LINE OF
 LR0582'THE ROAD, 1 1/2 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 LR0582'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE
 LR0582'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0460 ***********************************************************************
 LR0460  DESIGNATION -  D 102
 LR0460  PID         -  LR0460
 LR0460  STATE/COUNTY-  NV/PERSHING
 LR0460  USGS QUAD   -  SOU HILLS (1990)
 LR0460
 LR0460                         *CURRENT SURVEY CONTROL
 LR0460  ___________________________________________________________________
 LR0460* NAD 83(1986)-  40 13 18.     (N)    117 41 02.     (W)     SCALED    
 LR0460* NAVD 88     -      1261.697  (meters)    4139.42   (feet)  ADJUSTED  
 LR0460  ___________________________________________________________________
 LR0460  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 LR0460  DYNAMIC HT  -        1260.688 (meters)    4136.11  (feet)  COMP
 LR0460  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 LR0460
 LR0460  VERT ORDER  -  SECOND    CLASS 0
 LR0460
 LR0460.The horizontal coordinates were scaled from a topographic map and have
 LR0460.an estimated accuracy of +/- 6 seconds.
 LR0460
 LR0460.The orthometric height was determined by differential leveling
 LR0460.and adjusted by the National Geodetic Survey in June 1991..
 LR0460
 LR0460.The geoid height was determined by GEOID03.
 LR0460
 LR0460.The dynamic height is computed by dividing the NAVD 88
 LR0460.geopotential number by the normal gravity value computed on the
 LR0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0460.degrees latitude (g = 980.6199 gals.).
 LR0460
 LR0460.The modeled gravity was interpolated from observed gravity values.
 LR0460
 LR0460;                    North         East    Units  Estimated Accuracy
 LR0460;SPC NV W     - 4,607,610.      876,550.      MT  (+/- 180 meters Scaled)
 LR0460
 LR0460                          SUPERSEDED SURVEY CONTROL
 LR0460
 LR0460  NGVD 29 (??/??/92) 1260.704  (m)         4136.16   (f) ADJ UNCH    2 0
 LR0460
 LR0460.Superseded values are not recommended for survey control.
 LR0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0460.See file dsdata.txt to determine how the superseded data were derived.
 LR0460
 LR0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME418525(NAD 83)
 LR0460_MARKER: DB = BENCH MARK DISK
 LR0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0460_SP_SET: CONCRETE POST
 LR0460_STAMPING: D 102 1958
 LR0460_MARK LOGO: CGS   
 LR0460_MAGNETIC: N = NO MAGNETIC MATERIAL
 LR0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0460+STABILITY: SURFACE MOTION
 LR0460
 LR0460  HISTORY     - Date     Condition        Report By
 LR0460  HISTORY     - 1958     MONUMENTED       CGS
 LR0460  HISTORY     - 19920107 MARK NOT FOUND   LOCENG
 LR0460
 LR0460                          STATION DESCRIPTION
 LR0460
 LR0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0460'IN PARIS RANCH.
 LR0460'AT PARIS RANCH, ALONG A GRAVEL ROAD, AT THE SOUTH FARM YARD GATE, 11
 LR0460'FEET EAST OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTHEAST OF THE EAST
 LR0460'END OF A BOARD GATE, 1.0 FOOT SOUTHWEST OF A FENCE, 1.7 FEET NORTHWEST
 LR0460'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LR0460'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LR0460
 LR0460                          STATION RECOVERY (1992)
 LR0460
 LR0460'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 LR0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0067 ***********************************************************************
 KR0067  DESIGNATION -  D 103
 KR0067  PID         -  KR0067
 KR0067  STATE/COUNTY-  NV/CHURCHILL
 KR0067  USGS QUAD   -  I X L CANYON (1980)
 KR0067
 KR0067                         *CURRENT SURVEY CONTROL
 KR0067  ___________________________________________________________________
 KR0067* NAD 83(1986)-  39 43 00.     (N)    118 08 08.     (W)     SCALED    
 KR0067* NAVD 88     -      1051.008  (meters)    3448.18   (feet)  ADJUSTED  
 KR0067  ___________________________________________________________________
 KR0067  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 KR0067  DYNAMIC HT  -        1050.138 (meters)    3445.33  (feet)  COMP
 KR0067  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 KR0067
 KR0067  VERT ORDER  -  SECOND    CLASS 0
 KR0067
 KR0067.The horizontal coordinates were scaled from a topographic map and have
 KR0067.an estimated accuracy of +/- 6 seconds.
 KR0067
 KR0067.The orthometric height was determined by differential leveling
 KR0067.and adjusted by the National Geodetic Survey in June 1991..
 KR0067
 KR0067.The geoid height was determined by GEOID03.
 KR0067
 KR0067.The dynamic height is computed by dividing the NAVD 88
 KR0067.geopotential number by the normal gravity value computed on the
 KR0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0067.degrees latitude (g = 980.6199 gals.).
 KR0067
 KR0067.The modeled gravity was interpolated from observed gravity values.
 KR0067
 KR0067;                    North         East    Units  Estimated Accuracy
 KR0067;SPC NV W     - 4,551,250.      838,390.      MT  (+/- 180 meters Scaled)
 KR0067
 KR0067                          SUPERSEDED SURVEY CONTROL
 KR0067
 KR0067  NGVD 29 (??/??/92) 1050.063  (m)         3445.08   (f) ADJ UNCH    2 0
 KR0067
 KR0067.Superseded values are not recommended for survey control.
 KR0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0067.See file dsdata.txt to determine how the superseded data were derived.
 KR0067
 KR0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD026969(NAD 83)
 KR0067_MARKER: DB = BENCH MARK DISK
 KR0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0067_STAMPING: D 103 1958
 KR0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0067+STABILITY: SURFACE MOTION
 KR0067
 KR0067  HISTORY     - Date     Condition        Report By
 KR0067  HISTORY     - 1958     MONUMENTED       CGS
 KR0067
 KR0067                          STATION DESCRIPTION
 KR0067
 KR0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0067'4.45 MI NW FROM DIXIE VALLEY.
 KR0067'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE DIXIE SCHOOL AT DIXIE
 KR0067'VALLEY, THENCE 2.95 MILES NORTH ALONG A DIRT ROAD, 0.6 MILE NORTH OF
 KR0067'THE T JUNCTION OF A DIRT ROAD EAST, 30 FEET EAST OF THE CENTER LINE OF
 KR0067'THE ROAD, 2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 KR0067'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE
 KR0067'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0055 ***********************************************************************
 KR0055  DESIGNATION -  D 104
 KR0055  PID         -  KR0055
 KR0055  STATE/COUNTY-  NV/CHURCHILL
 KR0055  USGS QUAD   -  DIXIE HOT SPRINGS (1990)
 KR0055
 KR0055                         *CURRENT SURVEY CONTROL
 KR0055  ___________________________________________________________________
 KR0055* NAD 83(1994)-  39 50 50.78619(N)    118 00 40.17522(W)     ADJUSTED  
 KR0055* NAVD 88     -      1039.850  (meters)    3411.57   (feet)  ADJUSTED  
 KR0055  ___________________________________________________________________
 KR0055  LAPLACE CORR-          -8.12  (seconds)                    DEFLEC99
 KR0055  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 KR0055  DYNAMIC HT  -        1039.018 (meters)    3408.84  (feet)  COMP
 KR0055  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 KR0055
 KR0055  HORZ ORDER  -  FIRST
 KR0055  VERT ORDER  -  SECOND    CLASS 0
 KR0055
 KR0055.The horizontal coordinates were established by classical geodetic methods
 KR0055.and adjusted by the National Geodetic Survey in June 1998..
 KR0055
 KR0055.The orthometric height was determined by differential leveling
 KR0055.and adjusted by the National Geodetic Survey in June 1991..
 KR0055
 KR0055.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0055
 KR0055.The geoid height was determined by GEOID03.
 KR0055
 KR0055.The dynamic height is computed by dividing the NAVD 88
 KR0055.geopotential number by the normal gravity value computed on the
 KR0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0055.degrees latitude (g = 980.6199 gals.).
 KR0055
 KR0055.The modeled gravity was interpolated from observed gravity values.
 KR0055
 KR0055;                    North         East     Units Scale Factor Converg.
 KR0055;SPC NV W     - 4,565,831.630   848,963.918   MT  0.99992951   +0 21 59.8
 KR0055;SPC NV W     -14,979,732.61  2,785,309.12   sFT  0.99992951   +0 21 59.8
 KR0055;UTM  11      - 4,411,313.965   413,495.116   MT  0.99969212   -0 38 52.6
 KR0055
 KR0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0055!SPC NV W     -   0.99984050  x   0.99992951  =   0.99977002
 KR0055!UTM  11      -   0.99984050  x   0.99969212  =   0.99953267
 KR0055
 KR0055|---------------------------------------------------------------------|
 KR0055| PID    Reference Object                     Distance      Geod. Az  |
 KR0055|                                                           dddmmss.s |
 KR0055| DA8723 D 104 RM 2                           14.519 METERS 06108     |
 KR0055| DA8721 D 104 AZ MK                                        3015140.3 |
 KR0055| DA8722 D 104 RM 1                           18.664 METERS 33320     |
 KR0055| KR1473 COTTON                              APPROX.14.2 KM 3523627.4 |
 KR0055|---------------------------------------------------------------------|
 KR0055
 KR0055                          SUPERSEDED SURVEY CONTROL
 KR0055
 KR0055  NAD 83(1986)-  39 50 50.79143(N)    118 00 40.16560(W) AD(       ) 1
 KR0055  NAD 27      -  39 50 51.09327(N)    118 00 36.69224(W) AD(       ) 1
 KR0055  NGVD 29 (??/??/92) 1038.920  (m)         3408.52   (f) ADJ UNCH    2 0
 KR0055
 KR0055.Superseded values are not recommended for survey control.
 KR0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0055.See file dsdata.txt to determine how the superseded data were derived.
 KR0055
 KR0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME1349511314(NAD 83)
 KR0055_MARKER: DB = BENCH MARK DISK
 KR0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0055_STAMPING: D 104 1958
 KR0055_MARK LOGO: CGS   
 KR0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0055+STABILITY: SURFACE MOTION
 KR0055
 KR0055  HISTORY     - Date     Condition        Report By
 KR0055  HISTORY     - 1958     MONUMENTED       CGS
 KR0055  HISTORY     - 1958     GOOD             CGS
 KR0055  HISTORY     - 1965     GOOD             USGS
 KR0055  HISTORY     - 1966     GOOD             CGS
 KR0055  HISTORY     - 1966     GOOD             NGS
 KR0055
 KR0055                          STATION DESCRIPTION
 KR0055
 KR0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KR0055'THE STATION IS LOCATED AIRLINE ABOUT 34 MILES SOUTHEAST OF
 KR0055'LOVELOCK, 41-1/2 MILES NORTH-NORTHEAST OF FRENCHMAN STATION
 KR0055'ON U.S. HIGHWAY 50, AND 48-1/2 MILES EAST-NORTHEAST OF FALLON,
 KR0055'ON THE MAIN ROAD UP THE WEST SIDE OF DIXIE VALLEY ABOUT
 KR0055'OPPOSITE THE WEST CENTER OF THE HUMBOLDT SALT MARSH.
 KR0055'
 KR0055'TO REACH THE STATION FROM FRENCHMAN STATION, GO EAST ON
 KR0055'U.S. HIGHWAY 50 FOR 4.9 MILES TO A GRADED SIDE ROAD ON THE
 KR0055'LEFT AT A SIGN, DIXIE VALLEY, WONDER.  TURN LEFT AND GO
 KR0055'NORTH 3.1 MILES TO A DIAGONAL CROSSROAD.  CONTINUE NORTH ON
 KR0055'THE MOST TRAVELED ROAD 15.1 MILES TO A SIDE ROAD TO THE RIGHT.
 KR0055'CONTINUE 9.0 MILES TO A CROSSROAD ON THE RIGHT LEADING TO THE
 KR0055'DIXIE VALLEY SETTLEMENT.  KEEP STRAIGHT AHEAD, NORTH THEN
 KR0055'NORTHEAST, 2.4 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE
 KR0055'NORTHEASTERLY 12.3 MILES TO THE STATION ON THE RIGHT.
 KR0055'
 KR0055'THE STATION MARK IS A STANDARD BENCH MARK DISK STAMPED D
 KR0055'104 1958 CEMENTED IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 KR0055'POST PROJECTING 8 INCHES ABOVE GROUND.  IT IS 2.8 FEET SOUTH
 KR0055'OF A WITNESS POST AND 35.2 FEET EAST OF THE CENTERLINE OF THE
 KR0055'BLADED ROAD.
 KR0055'
 KR0055'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BM D
 KR0055'104 NO 1 1958 CEMENTED IN THE TOP OF A 10-INCH SQUARE MASS OF
 KR0055'CONCRETE FLUSH WITH THE GROUND.  IT IS AT ABOUT THE SAME
 KR0055'ELEVATION AS THE STATION AND 26.0 FEET NORTH OF THE CENTERLINE
 KR0055'OF THE GRAVEL ROAD.
 KR0055'
 KR0055'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BM D
 KR0055'104 NO 2 1958 CEMENTED IN THE TOP OF A 10-INCH SQUARE MASS
 KR0055'OF CONCRETE FLUSH WITH THE GROUND.  IT IS AT ABOUT THE SAME
 KR0055'ELEVATION AS THE STATION.
 KR0055'
 KR0055'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BM D 104 1958
 KR0055'CEMENTED IN A DRILL HOLE IN A BOULDER 3 FEET LONG AND
 KR0055'18 INCHES WIDE PROJECTING 1 FOOT ABOVE GROUND.  IT IS 1 FOOT
 KR0055'EAST OF A 10-INCH CAIRN WITH A 1 IN X 4 IN STICK IN IT.  TO
 KR0055'REACH THE AZIMUTH MARK FROM THE STATION, GO ACROSS THE ROAD
 KR0055'AND UPHILL, CROSSING ANOTHER ROAD FOR 0.2 MILE TO THE CAIRN
 KR0055'AND AZIMUTH MARK.
 KR0055
 KR0055                          STATION RECOVERY (1958)
 KR0055
 KR0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KR0055'12.6 MI SW FROM BOYER RANCH.
 KR0055'12.6 MILES SOUTHWEST ALONG A DIRT ROAD FROM BOYER RANCH, 0.25 MILE
 KR0055'NORTHEAST OF THE Y JUNCTION OF A DIRT ROAD SOUTHWEST, ON A LEVEL
 KR0055'BENCH, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET
 KR0055'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 KR0055'TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
 KR0055
 KR0055                          STATION RECOVERY (1965)
 KR0055
 KR0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KR0055'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39118-1, STATION 1004.
 KR0055'NOTE BY USGS, 1965--THE BM IS NEAR THE OLD DIRT RD. WHICH IS ABOUT
 KR0055'0.25 MI. E. OF THE PRESENT MAIN RD. STATION MARK--A STANDARD BENCH
 KR0055'MARK DISK STAMPED---D 104 1958--- CEMENTED IN THE TOP OF A 10-INCH
 KR0055'CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND.
 KR0055
 KR0055                          STATION RECOVERY (1966)
 KR0055
 KR0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KR0055'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 KR0055'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 KR0055'DESCRIPTION TO THE STATION IS ADEQUATE.
 KR0055'
 KR0055'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--34 MILES
 KR0055'SOUTHEAST OF LOVELOCK.
 KR0055
 KR0055                          STATION RECOVERY (1966)
 KR0055
 KR0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KR0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0214 ***********************************************************************
 LS0214  DESIGNATION -  D 105
 LS0214  PID         -  LS0214
 LS0214  STATE/COUNTY-  NV/PERSHING
 LS0214  USGS QUAD   -  BUENA VISTA HILLS NORTH (1987)
 LS0214
 LS0214                         *CURRENT SURVEY CONTROL
 LS0214  ___________________________________________________________________
 LS0214* NAD 83(1986)-  40 06 07.     (N)    118 08 25.     (W)     SCALED    
 LS0214* NAVD 88     -      1268.850  (meters)    4162.89   (feet)  ADJUSTED  
 LS0214  ___________________________________________________________________
 LS0214  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 LS0214  DYNAMIC HT  -        1267.832 (meters)    4159.55  (feet)  COMP
 LS0214  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 LS0214
 LS0214  VERT ORDER  -  SECOND    CLASS 0
 LS0214
 LS0214.The horizontal coordinates were scaled from a topographic map and have
 LS0214.an estimated accuracy of +/- 6 seconds.
 LS0214
 LS0214.The orthometric height was determined by differential leveling
 LS0214.and adjusted by the National Geodetic Survey in June 1991..
 LS0214
 LS0214.The geoid height was determined by GEOID03.
 LS0214
 LS0214.The dynamic height is computed by dividing the NAVD 88
 LS0214.geopotential number by the normal gravity value computed on the
 LS0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0214.degrees latitude (g = 980.6199 gals.).
 LS0214
 LS0214.The modeled gravity was interpolated from observed gravity values.
 LS0214
 LS0214;                    North         East    Units  Estimated Accuracy
 LS0214;SPC NV W     - 4,594,030.      837,770.      MT  (+/- 180 meters Scaled)
 LS0214
 LS0214                          SUPERSEDED SURVEY CONTROL
 LS0214
 LS0214  NGVD 29 (??/??/92) 1267.881  (m)         4159.71   (f) ADJ UNCH    2 0
 LS0214
 LS0214.Superseded values are not recommended for survey control.
 LS0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0214.See file dsdata.txt to determine how the superseded data were derived.
 LS0214
 LS0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME028396(NAD 83)
 LS0214_MARKER: DB = BENCH MARK DISK
 LS0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0214_STAMPING: D 105 1958
 LS0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0214+STABILITY: SURFACE MOTION
 LS0214
 LS0214  HISTORY     - Date     Condition        Report By
 LS0214  HISTORY     - 1958     MONUMENTED       CGS
 LS0214  HISTORY     - 1982     GOOD             USGS
 LS0214
 LS0214                          STATION DESCRIPTION
 LS0214
 LS0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LS0214'26.2 MI SE FROM LOVELOCK.
 LS0214'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0214'STREET AT LOVELOCK, THENCE 17.75 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 LS0214'THENCE 1.05 MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.15 MILES EAST
 LS0214'ALONG A GRAVEL ROAD.  IN R34E T26N S22, ON THE TOP OF A SLIGHT RISE,
 LS0214'40 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET WEST OF POWER
 LS0214'POLE 31822, 1.8 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 LS0214'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LS0214'THE GROUND.
 LS0214
 LS0214                          STATION RECOVERY (1982)
 LS0214
 LS0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LS0214'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0214'STREET AT LOVELOCK 6.8 MILES NORTHEAST ALONG BUSINESS I-80 FROM THE
 LS0214'JUNCTION OF MAIN ST. AT LOVELOCK, THENCE 13.9 MILES EAST ALONG STATE
 LS0214'HIGHWAY 857 TOWARD COAL CANYON TO ROAD, JUNCTION SOUTHEAST, THENCE
 LS0214'2.85 MILES SOUTHEAST ALONG GRADED DIRT ROAD. TO X-RDS, THENCE 0.5
 LS0214'MILE NORTH ALONG GRADED DIRT ROAD. TO X-RDS, THENCE 0.4 MILE
 LS0214'NORTHEAST ALONG GRADED DIRT ROAD TO X-RDS., THENCE 0.6 MILE EAST
 LS0214'ALONG GRADED DIRT ROAD IN S 22, T 26 N, R 34 E, ON THE TOP OF A
 LS0214'SLIGHT RISE, 3 1/2 FEET WEST OF POWER POLE 31822, SET IN THE TOP OF A
 LS0214'CONCRETE POST AND STAMPED 'D 105 1958. OF A CONCRETE POST AND STAMPED
 LS0214''D 105 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0596 ***********************************************************************
 LR0596  DESIGNATION -  D 106
 LR0596  PID         -  LR0596
 LR0596  STATE/COUNTY-  NV/PERSHING
 LR0596  USGS QUAD   -  PANTHER CANYON (1990)
 LR0596
 LR0596                         *CURRENT SURVEY CONTROL
 LR0596  ___________________________________________________________________
 LR0596* NAD 83(1986)-  40 36 35.     (N)    117 31 40.     (W)     SCALED    
 LR0596* NAVD 88     -      1628.584  (meters)    5343.11   (feet)  ADJUSTED  
 LR0596  ___________________________________________________________________
 LR0596  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 LR0596  DYNAMIC HT  -        1627.227 (meters)    5338.66  (feet)  COMP
 LR0596  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 LR0596
 LR0596  VERT ORDER  -  SECOND    CLASS 0
 LR0596
 LR0596.The horizontal coordinates were scaled from a topographic map and have
 LR0596.an estimated accuracy of +/- 6 seconds.
 LR0596
 LR0596.The orthometric height was determined by differential leveling
 LR0596.and adjusted by the National Geodetic Survey in June 1991..
 LR0596
 LR0596.The geoid height was determined by GEOID03.
 LR0596
 LR0596.The dynamic height is computed by dividing the NAVD 88
 LR0596.geopotential number by the normal gravity value computed on the
 LR0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0596.degrees latitude (g = 980.6199 gals.).
 LR0596
 LR0596.The modeled gravity was interpolated from observed gravity values.
 LR0596
 LR0596;                    North         East    Units  Estimated Accuracy
 LR0596;SPC NV W     - 4,650,850.      889,320.      MT  (+/- 180 meters Scaled)
 LR0596
 LR0596                          SUPERSEDED SURVEY CONTROL
 LR0596
 LR0596  NGVD 29 (??/??/92) 1627.470  (m)         5339.46   (f) ADJ UNCH    2 0
 LR0596
 LR0596.Superseded values are not recommended for survey control.
 LR0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0596.See file dsdata.txt to determine how the superseded data were derived.
 LR0596
 LR0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME553955(NAD 83)
 LR0596_MARKER: DB = BENCH MARK DISK
 LR0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0596_STAMPING: D 106 1958
 LR0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0596+STABILITY: SURFACE MOTION
 LR0596
 LR0596  HISTORY     - Date     Condition        Report By
 LR0596  HISTORY     - 1958     MONUMENTED       CGS
 LR0596
 LR0596                          STATION DESCRIPTION
 LR0596
 LR0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0596'11.9 MI E FROM LEACH HOT SPRINGS.
 LR0596'2.8 MILES NORTHWEST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, THENCE
 LR0596'8.8 MILES EAST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTHEAST ALONG A
 LR0596'DIRT ROAD, 80 FEET NORTHEAST OF THE CENTER OF THE Y JUNCTION OF A DIM
 LR0596'TRACK ROAD SOUTHEAST, 26 FEET NORTH OF THE CENTER LINE OF THE MAIN
 LR0596'ROAD, 2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 LR0596'SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE
 LR0596'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0599 ***********************************************************************
 LR0599  DESIGNATION -  D 107
 LR0599  PID         -  LR0599
 LR0599  STATE/COUNTY-  NV/PERSHING
 LR0599  USGS QUAD   -  SHEEP RANCH CANYON (1990)
 LR0599
 LR0599                         *CURRENT SURVEY CONTROL
 LR0599  ___________________________________________________________________
 LR0599* NAD 83(1986)-  40 39 09.     (N)    117 30 57.     (W)     SCALED    
 LR0599* NAVD 88     -      1518.668  (meters)    4982.50   (feet)  ADJUSTED  
 LR0599  ___________________________________________________________________
 LR0599  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 LR0599  DYNAMIC HT  -        1517.434 (meters)    4978.45  (feet)  COMP
 LR0599  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 LR0599
 LR0599  VERT ORDER  -  SECOND    CLASS 0
 LR0599
 LR0599.The horizontal coordinates were scaled from a topographic map and have
 LR0599.an estimated accuracy of +/- 6 seconds.
 LR0599
 LR0599.The orthometric height was determined by differential leveling
 LR0599.and adjusted by the National Geodetic Survey in June 1991..
 LR0599
 LR0599.The geoid height was determined by GEOID03.
 LR0599
 LR0599.The dynamic height is computed by dividing the NAVD 88
 LR0599.geopotential number by the normal gravity value computed on the
 LR0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0599.degrees latitude (g = 980.6199 gals.).
 LR0599
 LR0599.The modeled gravity was interpolated from observed gravity values.
 LR0599
 LR0599;                    North         East    Units  Estimated Accuracy
 LR0599;SPC NV W     - 4,655,610.      890,280.      MT  (+/- 180 meters Scaled)
 LR0599
 LR0599                          SUPERSEDED SURVEY CONTROL
 LR0599
 LR0599  NGVD 29 (??/??/92) 1517.582  (m)         4978.93   (f) ADJ UNCH    2 0
 LR0599
 LR0599.Superseded values are not recommended for survey control.
 LR0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0599.See file dsdata.txt to determine how the superseded data were derived.
 LR0599
 LR0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF563003(NAD 83)
 LR0599_MARKER: DB = BENCH MARK DISK
 LR0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0599_STAMPING: D 107 1958
 LR0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0599+STABILITY: SURFACE MOTION
 LR0599
 LR0599  HISTORY     - Date     Condition        Report By
 LR0599  HISTORY     - 1958     MONUMENTED       CGS
 LR0599
 LR0599                          STATION DESCRIPTION
 LR0599
 LR0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0599'7.8 MI SW FROM SMELSER PASS.
 LR0599'2.5 MILES WEST ALONG A DIRT ROAD FROM SMELSER PASS, THENCE 2.5 MILES
 LR0599'WEST ALONG A DIRT ROAD, THENCE 0.7 MILE WEST-SOUTHWEST ACROSS COUNTRY,
 LR0599'THENCE 2.1 MILES SOUTH ALONG A DIRT ROAD, IN A SWALE, 36 FEET
 LR0599'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.4 FEET NORTHEAST OF A
 LR0599'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 LR0599'TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0153 ***********************************************************************
 MT0153  DESIGNATION -  D 108
 MT0153  PID         -  MT0153
 MT0153  STATE/COUNTY-  NV/ELKO
 MT0153  USGS QUAD   -  TWELVEMILE RANCH (1982)
 MT0153
 MT0153                         *CURRENT SURVEY CONTROL
 MT0153  ___________________________________________________________________
 MT0153* NAD 83(1986)-  41 28 08.     (N)    114 12 09.     (W)     SCALED    
 MT0153* NAVD 88     -      1525.849  (meters)    5006.06   (feet)  ADJUSTED  
 MT0153  ___________________________________________________________________
 MT0153  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 MT0153  DYNAMIC HT  -        1524.711 (meters)    5002.32  (feet)  COMP
 MT0153  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 MT0153
 MT0153  VERT ORDER  -  SECOND    CLASS 0
 MT0153
 MT0153.The horizontal coordinates were scaled from a topographic map and have
 MT0153.an estimated accuracy of +/- 6 seconds.
 MT0153
 MT0153.The orthometric height was determined by differential leveling
 MT0153.and adjusted by the National Geodetic Survey in June 1991..
 MT0153
 MT0153.The geoid height was determined by GEOID03.
 MT0153
 MT0153.The dynamic height is computed by dividing the NAVD 88
 MT0153.geopotential number by the normal gravity value computed on the
 MT0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0153.degrees latitude (g = 980.6199 gals.).
 MT0153
 MT0153.The modeled gravity was interpolated from observed gravity values.
 MT0153
 MT0153;                    North         East    Units  Estimated Accuracy
 MT0153;SPC NV E     - 8,746,640.      315,340.      MT  (+/- 180 meters Scaled)
 MT0153
 MT0153                          SUPERSEDED SURVEY CONTROL
 MT0153
 MT0153  NGVD 29 (??/??/92) 1524.764  (m)         5002.50   (f) ADJ UNCH    2 0
 MT0153
 MT0153.Superseded values are not recommended for survey control.
 MT0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0153.See file dsdata.txt to determine how the superseded data were derived.
 MT0153
 MT0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF336945(NAD 83)
 MT0153_MARKER: DB = BENCH MARK DISK
 MT0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0153_STAMPING: D 108 1958
 MT0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0153+STABILITY: SURFACE MOTION
 MT0153
 MT0153  HISTORY     - Date     Condition        Report By
 MT0153  HISTORY     - 1958     MONUMENTED       CGS
 MT0153  HISTORY     - 1969     GOOD             NGS
 MT0153
 MT0153                          STATION DESCRIPTION
 MT0153
 MT0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0153'15.0 MI N FROM MONTELLO.
 MT0153'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0153'MONTELLO, THENCE 14.85 MILES NORTH ALONG A GRAVEL ROAD, 0.6 MILE
 MT0153'NORTHWEST OF THE T JUNCTION OF A GRAVEL ROAD LEADING EAST TO
 MT0153'CRETLENDEN CREEK AND DELANO MINE, 34 1/2 FEET SOUTHWEST OF THE CENTER
 MT0153'LINE OF THE ROAD, 87 FEET EAST OF THE SOUTHEAST END OF A FIELD GATE,
 MT0153'22 FEET NORTHEAST OF THE CENTER OF A 10-FOOT WIDE CANAL, 22 FEET
 MT0153'NORTHEAST OF A 1 1/2-BY 2 1/2-FOOT OUTCROP, 2.1 FEET NORTHEAST OF A
 MT0153'WITNESS POST, 2 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 MT0153'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MT0153
 MT0153                          STATION RECOVERY (1969)
 MT0153
 MT0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MT0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0017 ***********************************************************************
 FS0017  DESIGNATION -  D 109
 FS0017  PID         -  FS0017
 FS0017  STATE/COUNTY-  NV/CLARK
 FS0017  USGS QUAD   -  BOULDER CITY NW (1983)
 FS0017
 FS0017                         *CURRENT SURVEY CONTROL
 FS0017  ___________________________________________________________________
 FS0017* NAD 83(1986)-  35 54 44.     (N)    114 55 30.     (W)     SCALED    
 FS0017* NAVD 88     -       531.716  (meters)    1744.47   (feet)  POSTED    
 FS0017  ___________________________________________________________________
 FS0017  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FS0017  DYNAMIC HT  -         531.160 (meters)    1742.65  (feet)  COMP
 FS0017  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 FS0017
 FS0017  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0017
 FS0017.The horizontal coordinates were scaled from a topographic map and have
 FS0017.an estimated accuracy of +/- 6 seconds.
 FS0017
 FS0017.The orthometric height was determined by differential leveling
 FS0017.and adjusted by the National Geodetic Survey in 1992..
 FS0017.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0017.rate of 0.0 thru 1.0 mm/km.
 FS0017
 FS0017.The geoid height was determined by GEOID03.
 FS0017
 FS0017.The dynamic height is computed by dividing the NAVD 88
 FS0017.geopotential number by the normal gravity value computed on the
 FS0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0017.degrees latitude (g = 980.6199 gals.).
 FS0017
 FS0017.The modeled gravity was interpolated from observed gravity values.
 FS0017
 FS0017;                    North         East    Units  Estimated Accuracy
 FS0017;SPC NV E     - 8,129,130.      259,420.      MT  (+/- 180 meters Scaled)
 FS0017
 FS0017                          SUPERSEDED SURVEY CONTROL
 FS0017
 FS0017  NGVD 29 (??/??/92)  531.012  (m)         1742.16   (f) ADJ UNCH    1 1
 FS0017
 FS0017.Superseded values are not recommended for survey control.
 FS0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0017.See file dsdata.txt to determine how the superseded data were derived.
 FS0017
 FS0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV872762(NAD 83)
 FS0017_MARKER: DB = BENCH MARK DISK
 FS0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0017_STAMPING: D 109 1934
 FS0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0017+STABILITY: SURFACE MOTION
 FS0017
 FS0017  HISTORY     - Date     Condition        Report By
 FS0017  HISTORY     - 1934     MONUMENTED       CGS
 FS0017  HISTORY     - 1949     GOOD             NGS
 FS0017  HISTORY     - 1963     GOOD             NGS
 FS0017
 FS0017                          STATION DESCRIPTION
 FS0017
 FS0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0017'4.5 MI S FROM ALUNITE.
 FS0017'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE JUNCTION OF
 FS0017'U.S. HIGHWAY 93 AT ALUNITE, THENCE 2.8 MILES SOUTH ALONG OLD
 FS0017'ABANDONED STATE HIGHWAY 5, 0.1 MILE SOUTH OF A POINT WHERE THE
 FS0017'SOUTH ONE OF TWO POWER TRANSMISSION LINES CROSSES THE HIGHWAY,
 FS0017'0.7 MILE SOUTH OF THE JUNCTION OF THE OLD ROAD TO NELSON, ABOUT
 FS0017'0.4 MILE WEST OF U.S. HIGHWAY 95, 225 FEET SOUTHEAST OF THE
 FS0017'SOUTHEAST LEG OF A STEEL POWER LINE TOWER, 150 FEET SOUTHEAST
 FS0017'OF THE CENTER LINE OF THE POWER LINE ROAD, 28 FEET WEST OF THE
 FS0017'CENTER LINE OF THE OLD HIGHWAY, 2.5 FEET EAST OF A WITNESS POST,
 FS0017'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 FS0017'THE GROUND.
 FS0017
 FS0017                          STATION RECOVERY (1963)
 FS0017
 FS0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0766 ***********************************************************************
 KR0766  DESIGNATION -  D 11
 KR0766  PID         -  KR0766
 KR0766  STATE/COUNTY-  NV/LYON
 KR0766  USGS QUAD   -  WABUSKA (1993)
 KR0766
 KR0766                         *CURRENT SURVEY CONTROL
 KR0766  ___________________________________________________________________
 KR0766* NAD 83(1986)-  39 09 44.     (N)    119 13 49.     (W)     SCALED    
 KR0766* NAVD 88     -      1309.91   (+/-2cm)    4297.6    (feet)  VERTCON   
 KR0766  ___________________________________________________________________
 KR0766  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 KR0766
 KR0766  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0766
 KR0766.The horizontal coordinates were scaled from a topographic map and have
 KR0766.an estimated accuracy of +/- 6 seconds.
 KR0766
 KR0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0766.The vertical order pertains to the NGVD 29 superseded value.
 KR0766
 KR0766.The geoid height was determined by GEOID03.
 KR0766
 KR0766;                    North         East    Units  Estimated Accuracy
 KR0766;SPC NV W     - 4,489,810.      744,090.      MT  (+/- 180 meters Scaled)
 KR0766
 KR0766                          SUPERSEDED SURVEY CONTROL
 KR0766
 KR0766  NGVD 29 (??/??/92) 1308.908  (m)         4294.31   (f) ADJ UNCH    1 2
 KR0766
 KR0766.Superseded values are not recommended for survey control.
 KR0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0766.See file dsdata.txt to determine how the superseded data were derived.
 KR0766
 KR0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD073371(NAD 83)
 KR0766_MARKER: P = PIPE CAP
 KR0766_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0766_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0766_STAMPING: 4294.250 D 11 1915
 KR0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0766
 KR0766  HISTORY     - Date     Condition        Report By
 KR0766  HISTORY     - 1915     MONUMENTED       CGS
 KR0766  HISTORY     - 1953     GOOD             NGS
 KR0766
 KR0766                          STATION DESCRIPTION
 KR0766
 KR0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0766'3.0 MI NW FROM WABUSKA.
 KR0766'3.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0766'THE STATION AT WABUSKA, AT THE CROSSING OF A GRADED ROAD, 128 1/2 FEET
 KR0766'NORTHWEST OF THE CENTER LINE OF THE ROAD, 21.3 FEET SOUTHWEST OF THE
 KR0766'SOUTHWEST RAIL, 10 1/2 FEET NORTHWEST OF MILEPOLE 325, 1.8 FEET
 KR0766'SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND
 KR0766'SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE
 KR0766'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0708 ***********************************************************************
 GS0708  DESIGNATION -  D 11 HN
 GS0708  PID         -  GS0708
 GS0708  STATE/COUNTY-  NV/NYE
 GS0708  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0708
 GS0708                         *CURRENT SURVEY CONTROL
 GS0708  ___________________________________________________________________
 GS0708* NAD 83(1986)-  36 48 41.     (N)    116 23 34.     (W)     SCALED    
 GS0708* NAVD 88     -      1017.530  (meters)    3338.35   (feet)  ADJUSTED  
 GS0708  ___________________________________________________________________
 GS0708  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GS0708  DYNAMIC HT  -        1016.464 (meters)    3334.85  (feet)  COMP
 GS0708  MODELED GRAV-     979,548.8   (mgal)                       NAVD 88
 GS0708
 GS0708  VERT ORDER  -  FIRST     CLASS I
 GS0708
 GS0708.The horizontal coordinates were scaled from a topographic map and have
 GS0708.an estimated accuracy of +/- 6 seconds.
 GS0708
 GS0708.The orthometric height was determined by differential leveling
 GS0708.and adjusted by the National Geodetic Survey in May 2004..
 GS0708
 GS0708.The geoid height was determined by GEOID03.
 GS0708
 GS0708.The dynamic height is computed by dividing the NAVD 88
 GS0708.geopotential number by the normal gravity value computed on the
 GS0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0708.degrees latitude (g = 980.6199 gals.).
 GS0708
 GS0708.The modeled gravity was interpolated from observed gravity values.
 GS0708
 GS0708;                    North         East    Units  Estimated Accuracy
 GS0708;SPC NV C     - 6,228,730.      524,440.      MT  (+/- 180 meters Scaled)
 GS0708
 GS0708                          SUPERSEDED SURVEY CONTROL
 GS0708
 GS0708  NAVD 88 (??/??/92) 1017.529  (m)         3338.34   (f) UNKNOWN     3 0
 GS0708  NGVD 29 (05/01/91) 1016.661  (m)         3335.50   (f) ADJUSTED    1 1
 GS0708
 GS0708.Superseded values are not recommended for survey control.
 GS0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0708.See file dsdata.txt to determine how the superseded data were derived.
 GS0708
 GS0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA541741(NAD 83)
 GS0708_MARKER: DD = SURVEY DISK
 GS0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0708_SP_SET: CONCRETE POST
 GS0708_STAMPING: H-N BM D11 1956 3335.39
 GS0708_MARK LOGO: AEC   
 GS0708_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0708+STABILITY: SURFACE MOTION
 GS0708
 GS0708  HISTORY     - Date     Condition        Report By
 GS0708  HISTORY     - 1956     MONUMENTED       AEC
 GS0708  HISTORY     - 1983     GOOD             USGS
 GS0708  HISTORY     - 1986     GOOD             USGS
 GS0708  HISTORY     - 1988     GOOD             USGS
 GS0708  HISTORY     - 19910430 GOOD             USGS
 GS0708  HISTORY     - 19930216 GOOD             USGS
 GS0708  HISTORY     - 19950222 GOOD             USGS
 GS0708
 GS0708                          STATION DESCRIPTION
 GS0708
 GS0708'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0708'47.6 KM (29.60 MI) NW FROM MERCURY.
 GS0708'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0708'JACKASS FLAT ROAD, WHICH IS 0.9 MILES NORTH OF THE GUARD STATION IN
 GS0708'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0708'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0708'GUARD STATION, TURN WEST ONTO ROAD H AND PROCEED 7.2 MILES TO A TRACK
 GS0708'ROAD SOUTH, ABOUT 300 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD.
 GS0708'THE MARK IS 2 FT  N FROM  A 4 BY 4 POST
 GS0708
 GS0708                          STATION RECOVERY (1986)
 GS0708
 GS0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0708'RECOVERED IN GOOD CONDITION.
 GS0708
 GS0708                          STATION RECOVERY (1988)
 GS0708
 GS0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0708'RECOVERED IN GOOD CONDITION.
 GS0708
 GS0708                          STATION RECOVERY (1991)
 GS0708
 GS0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0708'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0708'JACKASS FLAT ROAD, WHICH IS 0.9 MILE NORTH OF THE GUARD STATION IN
 GS0708'MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0708'INTERSECTION OF ROADS F AND H, WHICH IS 1.3 MILES NORTHWEST OF A
 GS0708'GUARD STATION, TURN WEST ONTO ROAD H AND PROCEED 7.2 MILES TO A TRACK
 GS0708'ROAD SOUTH, ABOUT 300 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD.
 GS0708
 GS0708                          STATION RECOVERY (1993)
 GS0708
 GS0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0708'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0708'JACKASS FLAT ROAD, WHICH IS 0.9 MILE (1.4 KM) NORTH OF THE GUARD
 GS0708'STATION IN MERCURY, PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6
 GS0708'MILES (36.4 KM) TO THE INTERSECTION OF ROADS F AND H, WHICH IS 1.3
 GS0708'MILES (2.1 KM) NORTHWEST OF A GUARD STATION, TURN WEST ONTO ROAD H
 GS0708'AND PROCEED 7.2 MILES (11.6 KM) TO A TRACK ROAD SOUTH, ABOUT 300 FEET
 GS0708'(91.4 M) SOUTH OF THE CENTERLINE OF THE PAVED ROAD.
 GS0708
 GS0708                          STATION RECOVERY (1995)
 GS0708
 GS0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0708'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0625 ***********************************************************************
 FS0625  DESIGNATION -  D 110
 FS0625  PID         -  FS0625
 FS0625  STATE/COUNTY-  NV/CLARK
 FS0625  USGS QUAD   -  SEARCHLIGHT SE (1989)
 FS0625
 FS0625                         *CURRENT SURVEY CONTROL
 FS0625  ___________________________________________________________________
 FS0625* NAD 83(1986)-  35 17 30.     (N)    114 50 13.     (W)     SCALED    
 FS0625* NAVD 88     -       843.17   (+/-2cm)    2766.3    (feet)  VERTCON   
 FS0625  ___________________________________________________________________
 FS0625  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FS0625
 FS0625  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0625
 FS0625.The horizontal coordinates were scaled from a topographic map and have
 FS0625.an estimated accuracy of +/- 6 seconds.
 FS0625
 FS0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0625.The vertical order pertains to the NGVD 29 superseded value.
 FS0625
 FS0625.The geoid height was determined by GEOID03.
 FS0625
 FS0625;                    North         East    Units  Estimated Accuracy
 FS0625;SPC NV E     - 8,060,340.      267,890.      MT  (+/- 180 meters Scaled)
 FS0625
 FS0625                          SUPERSEDED SURVEY CONTROL
 FS0625
 FS0625  NGVD 29 (??/??/92)  842.372  (m)         2763.68   (f) ADJ UNCH    2 0
 FS0625
 FS0625.Superseded values are not recommended for survey control.
 FS0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0625.See file dsdata.txt to determine how the superseded data were derived.
 FS0625
 FS0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV966075(NAD 83)
 FS0625_MARKER: DB = BENCH MARK DISK
 FS0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0625_STAMPING: D 110 1934
 FS0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0625+STABILITY: SURFACE MOTION
 FS0625
 FS0625  HISTORY     - Date     Condition        Report By
 FS0625  HISTORY     - 1934     MONUMENTED       CGS
 FS0625  HISTORY     - 1955     GOOD             NGS
 FS0625  HISTORY     - 1969     GOOD             NGS
 FS0625
 FS0625                          STATION DESCRIPTION
 FS0625
 FS0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FS0625'13.8 MI S FROM SEARCHLIGHT.
 FS0625'13.8 MILES SOUTHEAST ALONG A GRADED DIRT ROAD (OLD U.S. HIGHWAY
 FS0625'95) FROM SEARCHLIGHT, CLARK COUNTY, 7.3 MILES SOUTH OF A
 FS0625'PROMINENT HILL ON THE WEST SIDE OF THE ROAD, AND 55 FEET WEST
 FS0625'OF THE CENTERLINE OF THE ROAD.  NOTE-- EXCEPT THAT THE LINE
 FS0625'FOLLOWS THE OLD HIGHWAY WHICH LIES ABOUT TWO MILES EAST OF THE
 FS0625'PRESENT HIGHWAY AT THIS POINT.
 FS0625
 FS0625                          STATION RECOVERY (1969)
 FS0625
 FS0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0131 ***********************************************************************
 HP0131  DESIGNATION -  D 115
 HP0131  PID         -  HP0131
 HP0131  STATE/COUNTY-  NV/LINCOLN
 HP0131  USGS QUAD   -  FOSSIL PEAK (1980)
 HP0131
 HP0131                         *CURRENT SURVEY CONTROL
 HP0131  ___________________________________________________________________
 HP0131* NAD 83(1986)-  37 38 22.     (N)    115 12 38.     (W)     SCALED    
 HP0131* NAVD 88     -      1206.426  (meters)    3958.08   (feet)  ADJUSTED  
 HP0131  ___________________________________________________________________
 HP0131  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 HP0131  DYNAMIC HT  -        1205.148 (meters)    3953.89  (feet)  COMP
 HP0131  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 HP0131
 HP0131  VERT ORDER  -  SECOND    CLASS 0
 HP0131
 HP0131.The horizontal coordinates were scaled from a topographic map and have
 HP0131.an estimated accuracy of +/- 6 seconds.
 HP0131
 HP0131.The orthometric height was determined by differential leveling
 HP0131.and adjusted by the National Geodetic Survey in June 1991..
 HP0131
 HP0131.The geoid height was determined by GEOID03.
 HP0131
 HP0131.The dynamic height is computed by dividing the NAVD 88
 HP0131.geopotential number by the normal gravity value computed on the
 HP0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0131.degrees latitude (g = 980.6199 gals.).
 HP0131
 HP0131.The modeled gravity was interpolated from observed gravity values.
 HP0131
 HP0131;                    North         East    Units  Estimated Accuracy
 HP0131;SPC NV E     - 8,320,650.      232,900.      MT  (+/- 180 meters Scaled)
 HP0131
 HP0131                          SUPERSEDED SURVEY CONTROL
 HP0131
 HP0131  NGVD 29 (??/??/92) 1205.482  (m)         3954.99   (f) ADJ UNCH    2 0
 HP0131
 HP0131.Superseded values are not recommended for survey control.
 HP0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0131.See file dsdata.txt to determine how the superseded data were derived.
 HP0131
 HP0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB578673(NAD 83)
 HP0131_MARKER: DB = BENCH MARK DISK
 HP0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0131_STAMPING: D 115 1934
 HP0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0131+STABILITY: SURFACE MOTION
 HP0131
 HP0131  HISTORY     - Date     Condition        Report By
 HP0131  HISTORY     - 1934     MONUMENTED       CGS
 HP0131  HISTORY     - 1970     MARK NOT FOUND   USGS
 HP0131
 HP0131                          STATION DESCRIPTION
 HP0131
 HP0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0131'4.0 MI N FROM HIKO.
 HP0131'ABOUT 4.0 MILES NORTH ALONG THE ROAD LEADING TO SHARP FROM THE POST
 HP0131'OFFICE AT HIKO, LINCOLN COUNTY, ABOUT 100 FEET NORTHEAST OF THE
 HP0131'JUNCTION OF A ROAD LEADING NORTHWEST, AND 45 FEET EAST OF THE CENTER
 HP0131'LINE OF THE MAIN ROAD.  A STANDARD DISK, STAMPED D 115 1934 AND SET IN
 HP0131'THE TOP OF A CONCRETE POST.
 HP0131
 HP0131                          STATION RECOVERY (1970)
 HP0131
 HP0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HP0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0106 ***********************************************************************
 JP0106  DESIGNATION -  D 116
 JP0106  PID         -  JP0106
 JP0106  STATE/COUNTY-  NV/NYE
 JP0106  USGS QUAD   -  TIMBER MTN PASS NW (1971)
 JP0106
 JP0106                         *CURRENT SURVEY CONTROL
 JP0106  ___________________________________________________________________
 JP0106* NAD 83(1986)-  38 11 56.     (N)    115 12 44.     (W)     SCALED    
 JP0106* NAVD 88     -      1578.391  (meters)    5178.44   (feet)  ADJUSTED  
 JP0106  ___________________________________________________________________
 JP0106  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 JP0106  DYNAMIC HT  -        1576.703 (meters)    5172.90  (feet)  COMP
 JP0106  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 JP0106
 JP0106  VERT ORDER  -  SECOND    CLASS 0
 JP0106
 JP0106.The horizontal coordinates were scaled from a topographic map and have
 JP0106.an estimated accuracy of +/- 6 seconds.
 JP0106
 JP0106.The orthometric height was determined by differential leveling
 JP0106.and adjusted by the National Geodetic Survey in June 1991..
 JP0106
 JP0106.The geoid height was determined by GEOID03.
 JP0106
 JP0106.The dynamic height is computed by dividing the NAVD 88
 JP0106.geopotential number by the normal gravity value computed on the
 JP0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0106.degrees latitude (g = 980.6199 gals.).
 JP0106
 JP0106.The modeled gravity was interpolated from observed gravity values.
 JP0106
 JP0106;                    North         East    Units  Estimated Accuracy
 JP0106;SPC NV C     - 6,383,680.      627,390.      MT  (+/- 180 meters Scaled)
 JP0106
 JP0106                          SUPERSEDED SURVEY CONTROL
 JP0106
 JP0106  NGVD 29 (??/??/92) 1577.328  (m)         5174.95   (f) ADJ UNCH    2 0
 JP0106
 JP0106.Superseded values are not recommended for survey control.
 JP0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0106.See file dsdata.txt to determine how the superseded data were derived.
 JP0106
 JP0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC565293(NAD 83)
 JP0106_MARKER: DB = BENCH MARK DISK
 JP0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0106_STAMPING: D 116 1934
 JP0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0106+STABILITY: SURFACE MOTION
 JP0106
 JP0106  HISTORY     - Date     Condition        Report By
 JP0106  HISTORY     - 1934     MONUMENTED       CGS
 JP0106  HISTORY     - 1972     GOOD             USGS
 JP0106
 JP0106                          STATION DESCRIPTION
 JP0106
 JP0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0106'51.9 MI N FROM HIKO.
 JP0106'IN NYE COUNTY, ABOUT 51.9 MILES NORTH ALONG THE ROAD LEADING TO SHARP
 JP0106'FROM HIKO, LINCOLN COUNTY, ABOUT 1.3 MILES SOUTHWEST OF THE JUNCTION
 JP0106'OF A ROAD LEADING EAST, ABOUT 55 FEET EAST OF THE BOTTOM OF A WASH,
 JP0106'AND 45 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 JP0106'STAMPED D 116 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JP0106
 JP0106                          STATION RECOVERY (1972)
 JP0106
 JP0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JP0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0222 ***********************************************************************
 HP0222  DESIGNATION -  D 117
 HP0222  PID         -  HP0222
 HP0222  STATE/COUNTY-  NV/LINCOLN
 HP0222  USGS QUAD   -  FALLOUT HILLS NW (1989)
 HP0222
 HP0222                         *CURRENT SURVEY CONTROL
 HP0222  ___________________________________________________________________
 HP0222* NAD 83(1986)-  37 07 58.     (N)    115 41 41.     (W)     SCALED    
 HP0222* NAVD 88     -      1489.252  (meters)    4885.99   (feet)  ADJUSTED  
 HP0222  ___________________________________________________________________
 HP0222  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 HP0222  DYNAMIC HT  -        1487.604 (meters)    4880.58  (feet)  COMP
 HP0222  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 HP0222
 HP0222  VERT ORDER  -  SECOND    CLASS 0
 HP0222
 HP0222.The horizontal coordinates were scaled from a topographic map and have
 HP0222.an estimated accuracy of +/- 6 seconds.
 HP0222
 HP0222.The orthometric height was determined by differential leveling
 HP0222.and adjusted by the National Geodetic Survey in June 1991..
 HP0222
 HP0222.The geoid height was determined by GEOID03.
 HP0222
 HP0222.The dynamic height is computed by dividing the NAVD 88
 HP0222.geopotential number by the normal gravity value computed on the
 HP0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0222.degrees latitude (g = 980.6199 gals.).
 HP0222
 HP0222.The modeled gravity was interpolated from observed gravity values.
 HP0222
 HP0222;                    North         East    Units  Estimated Accuracy
 HP0222;SPC NV E     - 8,264,370.      190,100.      MT  (+/- 180 meters Scaled)
 HP0222
 HP0222                          SUPERSEDED SURVEY CONTROL
 HP0222
 HP0222  NGVD 29 (??/??/92) 1488.316  (m)         4882.92   (f) ADJ UNCH    2 0
 HP0222
 HP0222.Superseded values are not recommended for survey control.
 HP0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0222.See file dsdata.txt to determine how the superseded data were derived.
 HP0222
 HP0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB159103(NAD 83)
 HP0222_MARKER: DB = BENCH MARK DISK
 HP0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0222_STAMPING: D 117 1934
 HP0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0222+STABILITY: SURFACE MOTION
 HP0222
 HP0222  HISTORY     - Date     Condition        Report By
 HP0222  HISTORY     - 1934     MONUMENTED       CGS
 HP0222  HISTORY     - 1970     GOOD             NGS
 HP0222
 HP0222                          STATION DESCRIPTION
 HP0222
 HP0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0222'14 MI S FROM GROOM.
 HP0222'14 MILES SOUTH ALONG THE INDIAN SPRINGS ROAD FROM GROOM, LINCOLN
 HP0222'COUNTY, NEAR A CROSS ROAD, ABOUT 0.7 MILE SOUTH OF THE KELLY MINE 6
 HP0222'MILES SIGNBOARD, AND 46 FEET WEST OF THE CENTERLINE OF THE ROAD.  A
 HP0222'STANDARD DISK, STAMPED D 117 1934 AND SET IN THE TOP OF A CONCRETE
 HP0222'POST.
 HP0222
 HP0222                          STATION RECOVERY (1970)
 HP0222
 HP0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HP0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1120 ***********************************************************************
 KR1120  DESIGNATION -  D 119
 KR1120  PID         -  KR1120
 KR1120  STATE/COUNTY-  NV/DOUGLAS
 KR1120  USGS QUAD   -  GENOA (1994)
 KR1120
 KR1120                         *CURRENT SURVEY CONTROL
 KR1120  ___________________________________________________________________
 KR1120* NAD 83(1986)-  39 03 42.     (N)    119 46 47.     (W)     SCALED    
 KR1120* NAVD 88     -      1417.77   (+/-2cm)    4651.5    (feet)  VERTCON   
 KR1120  ___________________________________________________________________
 KR1120  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 KR1120
 KR1120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1120
 KR1120.The horizontal coordinates were scaled from a topographic map and have
 KR1120.an estimated accuracy of +/- 6 seconds.
 KR1120
 KR1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1120.The vertical order pertains to the NGVD 29 superseded value.
 KR1120
 KR1120.The geoid height was determined by GEOID03.
 KR1120
 KR1120;                    North         East    Units  Estimated Accuracy
 KR1120;SPC NV W     - 4,479,130.      696,460.      MT  (+/- 180 meters Scaled)
 KR1120
 KR1120                          SUPERSEDED SURVEY CONTROL
 KR1120
 KR1120  NGVD 29 (??/??/92) 1416.64   (m)         4647.8    (f) COMPUTED    2 0
 KR1120
 KR1120.Superseded values are not recommended for survey control.
 KR1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1120.See file dsdata.txt to determine how the superseded data were derived.
 KR1120
 KR1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD594272(NAD 83)
 KR1120_MARKER: DB = BENCH MARK DISK
 KR1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1120_STAMPING: D 119 1934
 KR1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1120+STABILITY: SURFACE MOTION
 KR1120
 KR1120  HISTORY     - Date     Condition        Report By
 KR1120  HISTORY     - 1934     MONUMENTED       CGS
 KR1120  HISTORY     - 1951     GOOD             NGS
 KR1120
 KR1120                          STATION DESCRIPTION
 KR1120
 KR1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1120'7.2 MI S FROM CARSON CITY.
 KR1120'ABOUT 7.2 MILES SOUTH ALONG U. S. HIGHWAY 395 FROM THE STATE CAPITOL
 KR1120'IN CARSON CITY, 0.85 MILES NORTH OF THE BRIDGE OVER THE CARSON RIVER,
 KR1120'5.1 MILES SOUTHWEST OF STEWART, 38.5 FEET EAST OF THE CENTER LINE OF
 KR1120'THE HIGHWAY, 16 1/2 FEET WEST OF TELEGRAPH POLE NO. E 9-166, 1.1 FEET
 KR1120'WEST OF A WIRE FENCE, 2.8 FEET NORTH OF A WITNESS POST, ABOUT ONE FOOT
 KR1120'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KR1120'PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0066 ***********************************************************************
 JR0066  DESIGNATION -  D 12
 JR0066  PID         -  JR0066
 JR0066  STATE/COUNTY-  NV/MINERAL
 JR0066  USGS QUAD   -  HAWTHORNE EAST (1987)
 JR0066
 JR0066                         *CURRENT SURVEY CONTROL
 JR0066  ___________________________________________________________________
 JR0066* NAD 83(1986)-  38 36 46.     (N)    118 36 45.     (W)     SCALED    
 JR0066* NAVD 88     -      1260.31   (+/-2cm)    4134.9    (feet)  VERTCON   
 JR0066  ___________________________________________________________________
 JR0066  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 JR0066
 JR0066  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0066
 JR0066.The horizontal coordinates were scaled from a topographic map and have
 JR0066.an estimated accuracy of +/- 6 seconds.
 JR0066
 JR0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0066.The vertical order pertains to the NGVD 29 superseded value.
 JR0066
 JR0066.The geoid height was determined by GEOID03.
 JR0066
 JR0066;                    North         East    Units  Estimated Accuracy
 JR0066;SPC NV W     - 4,428,620.      797,460.      MT  (+/- 180 meters Scaled)
 JR0066
 JR0066                          SUPERSEDED SURVEY CONTROL
 JR0066
 JR0066  NGVD 29 (??/??/92) 1259.213  (m)         4131.27   (f) ADJ UNCH    1 2
 JR0066
 JR0066.Superseded values are not recommended for survey control.
 JR0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0066.See file dsdata.txt to determine how the superseded data were derived.
 JR0066
 JR0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC596750(NAD 83)
 JR0066_MARKER: DB = BENCH MARK DISK
 JR0066_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0066_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0066_STAMPING: D 12 4131.340 1915
 JR0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0066
 JR0066  HISTORY     - Date     Condition        Report By
 JR0066  HISTORY     - 1915     MONUMENTED       CGS
 JR0066  HISTORY     - 1953     GOOD             NGS
 JR0066
 JR0066                          STATION DESCRIPTION
 JR0066
 JR0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0066'1.4 MI NW FROM THORNE.
 JR0066'1.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0066'FROM THE STATION AT THORNE, AT THE CROSSING OF A GRAVELED ROAD,
 JR0066'6 FEET SOUTHEAST OF MILEPOLE 383, 57 1/2 FEET SOUTH OF THE CENTER
 JR0066'OF THE CROSSING, 40.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 JR0066'11 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 JR0066'SOUTHEAST, 2.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1/2
 JR0066'FOOT HIGHER THAN THE TRACK, AND SCREWED ON TOP OF A 3 1/2-INCH
 JR0066'IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0403 ***********************************************************************
 JR0403  DESIGNATION -  D 120
 JR0403  PID         -  JR0403
 JR0403  STATE/COUNTY-  NV/LYON
 JR0403  USGS QUAD   -  SMITH (1986)
 JR0403
 JR0403                         *CURRENT SURVEY CONTROL
 JR0403  ___________________________________________________________________
 JR0403* NAD 83(1986)-  38 45 06.     (N)    119 22 13.     (W)     SCALED    
 JR0403* NAVD 88     -      1473.52   (+/-2cm)    4834.4    (feet)  VERTCON   
 JR0403  ___________________________________________________________________
 JR0403  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JR0403
 JR0403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0403
 JR0403.The horizontal coordinates were scaled from a topographic map and have
 JR0403.an estimated accuracy of +/- 6 seconds.
 JR0403
 JR0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0403.The vertical order pertains to the NGVD 29 superseded value.
 JR0403
 JR0403.The geoid height was determined by GEOID03.
 JR0403
 JR0403;                    North         East    Units  Estimated Accuracy
 JR0403;SPC NV W     - 4,444,330.      731,600.      MT  (+/- 180 meters Scaled)
 JR0403
 JR0403                          SUPERSEDED SURVEY CONTROL
 JR0403
 JR0403  NGVD 29 (??/??/92) 1472.366  (m)         4830.59   (f) ADJ UNCH    2 0
 JR0403
 JR0403.Superseded values are not recommended for survey control.
 JR0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0403.See file dsdata.txt to determine how the superseded data were derived.
 JR0403
 JR0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC940918(NAD 83)
 JR0403_MARKER: DB = BENCH MARK DISK
 JR0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0403_STAMPING: D 120 1934
 JR0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0403+STABILITY: SURFACE MOTION
 JR0403
 JR0403  HISTORY     - Date     Condition        Report By
 JR0403  HISTORY     - 1934     MONUMENTED       CGS
 JR0403  HISTORY     - 1940     GOOD             NGS
 JR0403  HISTORY     - 1970     GOOD             NGS
 JR0403
 JR0403                          STATION DESCRIPTION
 JR0403
 JR0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0403'AT WELLINGTON.
 JR0403'AT THE SOUTH EDGE OF WELLINGTON, LYON COUNTY, AT THE JUNCTION OF
 JR0403'STATE HIGHWAY 22 AND 3, 53 FEET SOUTH OF THE CENTERLINE OF STATE
 JR0403'HIGHWAY 3, 41 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 JR0403'22, IN THE HEADWALL OF A CONCRETE CULVERT MIDWAY BETWEEN TWO
 JR0403'LARGE COTTONWOOD TREES, AND 12 FEET NORTH OF A POLE.  A STANDARD
 JR0403'DISK, STAMPED D 120 1934.
 JR0403
 JR0403                          STATION RECOVERY (1970)
 JR0403
 JR0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JR0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0207 ***********************************************************************
 KP0207  DESIGNATION -  D 121
 KP0207  PID         -  KP0207
 KP0207  STATE/COUNTY-  NV/NYE
 KP0207  USGS QUAD   -  GREEN SPRINGS SW (1990)
 KP0207
 KP0207                         *CURRENT SURVEY CONTROL
 KP0207  ___________________________________________________________________
 KP0207* NAD 83(1986)-  39 02 05.     (N)    115 44 29.     (W)     SCALED    
 KP0207* NAVD 88     -      1765.479  (meters)    5792.24   (feet)  ADJUSTED  
 KP0207  ___________________________________________________________________
 KP0207  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 KP0207  DYNAMIC HT  -        1763.640 (meters)    5786.21  (feet)  COMP
 KP0207  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 KP0207
 KP0207  VERT ORDER  -  SECOND    CLASS 0
 KP0207
 KP0207.The horizontal coordinates were scaled from a topographic map and have
 KP0207.an estimated accuracy of +/- 6 seconds.
 KP0207
 KP0207.The orthometric height was determined by differential leveling
 KP0207.and adjusted by the National Geodetic Survey in June 1991..
 KP0207
 KP0207.The geoid height was determined by GEOID03.
 KP0207
 KP0207.The dynamic height is computed by dividing the NAVD 88
 KP0207.geopotential number by the normal gravity value computed on the
 KP0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0207.degrees latitude (g = 980.6199 gals.).
 KP0207
 KP0207.The modeled gravity was interpolated from observed gravity values.
 KP0207
 KP0207;                    North         East    Units  Estimated Accuracy
 KP0207;SPC NV C     - 6,475,860.      580,110.      MT  (+/- 180 meters Scaled)
 KP0207
 KP0207                          SUPERSEDED SURVEY CONTROL
 KP0207
 KP0207  NGVD 29 (??/??/92) 1764.267  (m)         5788.27   (f) ADJ UNCH    2 0
 KP0207
 KP0207.Superseded values are not recommended for survey control.
 KP0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0207.See file dsdata.txt to determine how the superseded data were derived.
 KP0207
 KP0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD089213(NAD 83)
 KP0207_MARKER: DB = BENCH MARK DISK
 KP0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0207_STAMPING: D 121 1934
 KP0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0207+STABILITY: SURFACE MOTION
 KP0207
 KP0207  HISTORY     - Date     Condition        Report By
 KP0207  HISTORY     - 1934     MONUMENTED       CGS
 KP0207  HISTORY     - 20010604 MARK NOT FOUND   NVGS
 KP0207
 KP0207                          STATION DESCRIPTION
 KP0207
 KP0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0207'11.4 MI N FROM DUCKWATER.
 KP0207'11.4 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 KP0207'DUCKWATER, NYE COUNTY, 170 YARDS SOUTHWEST OF THE POINT AT WHICH THE
 KP0207'HIGHWAY LEAVES A BROAD AND SHALLOW RAVINE, AND 41 FEET NORTHEAST OF
 KP0207'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 121 1934
 KP0207'AND SET IN THE TOP OF A CONCRETE POST.
 KP0207
 KP0207                          STATION RECOVERY (2001)
 KP0207
 KP0207'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (PEY)
 KP0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0271 ***********************************************************************
 KQ0271  DESIGNATION -  D 126
 KQ0271  PID         -  KQ0271
 KQ0271  STATE/COUNTY-  NV/LANDER
 KQ0271  USGS QUAD   -  NORTH TOIYABE PEAK (1988)
 KQ0271
 KQ0271                         *CURRENT SURVEY CONTROL
 KQ0271  ___________________________________________________________________
 KQ0271* NAD 83(1986)-  39 17 44.     (N)    117 00 03.     (W)     SCALED    
 KQ0271* NAVD 88     -      1753.985  (meters)    5754.53   (feet)  ADJUSTED  
 KQ0271  ___________________________________________________________________
 KQ0271  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 KQ0271  DYNAMIC HT  -        1752.179 (meters)    5748.61  (feet)  COMP
 KQ0271  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 KQ0271
 KQ0271  VERT ORDER  -  SECOND    CLASS 0
 KQ0271
 KQ0271.The horizontal coordinates were scaled from a topographic map and have
 KQ0271.an estimated accuracy of +/- 6 seconds.
 KQ0271
 KQ0271.The orthometric height was determined by differential leveling
 KQ0271.and adjusted by the National Geodetic Survey in June 1991..
 KQ0271
 KQ0271.The geoid height was determined by GEOID03.
 KQ0271
 KQ0271.The dynamic height is computed by dividing the NAVD 88
 KQ0271.geopotential number by the normal gravity value computed on the
 KQ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0271.degrees latitude (g = 980.6199 gals.).
 KQ0271
 KQ0271.The modeled gravity was interpolated from observed gravity values.
 KQ0271
 KQ0271;                    North         East    Units  Estimated Accuracy
 KQ0271;SPC NV C     - 6,504,460.      471,180.      MT  (+/- 180 meters Scaled)
 KQ0271
 KQ0271                          SUPERSEDED SURVEY CONTROL
 KQ0271
 KQ0271  NGVD 29 (??/??/92) 1752.740  (m)         5750.45   (f) ADJ UNCH    2 0
 KQ0271
 KQ0271.Superseded values are not recommended for survey control.
 KQ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0271.See file dsdata.txt to determine how the superseded data were derived.
 KQ0271
 KQ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD999495(NAD 83)
 KQ0271_MARKER: DB = BENCH MARK DISK
 KQ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0271+STABILITY: SURFACE MOTION
 KQ0271
 KQ0271  HISTORY     - Date     Condition        Report By
 KQ0271  HISTORY     - UNK      MONUMENTED       CGS
 KQ0271  HISTORY     - 1934     GOOD             NGS
 KQ0271  HISTORY     - 1955     GOOD             USGS
 KQ0271
 KQ0271                          STATION DESCRIPTION
 KQ0271
 KQ0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KQ0271'19.1 MI SE FROM AUSTIN.
 KQ0271'19.1 MILES S.E. OF AUSTIN BY ROAD.  ON R.O.W. OF THE NEVADA STATE HWY.
 KQ0271'8A.  30.0 EAST OF CENTER LINE OF HWY. 8A.  4.4 MILES SOUTH OF THE
 KQ0271'BIRCH CREEK RANCH IN SMOKEY VALLEY.
 KQ0271
 KQ0271                          STATION RECOVERY (1955)
 KQ0271
 KQ0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KQ0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0109 ***********************************************************************
 JQ0109  DESIGNATION -  D 127
 JQ0109  PID         -  JQ0109
 JQ0109  STATE/COUNTY-  NV/NYE
 JQ0109  USGS QUAD   -  SEYLER PEAK (1971)
 JQ0109
 JQ0109                         *CURRENT SURVEY CONTROL
 JQ0109  ___________________________________________________________________
 JQ0109* NAD 83(1986)-  38 32 33.     (N)    117 13 13.     (W)     SCALED    
 JQ0109* NAVD 88     -      1735.780  (meters)    5694.80   (feet)  ADJUSTED  
 JQ0109  ___________________________________________________________________
 JQ0109  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 JQ0109  DYNAMIC HT  -        1733.898 (meters)    5688.63  (feet)  COMP
 JQ0109  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 JQ0109
 JQ0109  VERT ORDER  -  SECOND    CLASS 0
 JQ0109
 JQ0109.The horizontal coordinates were scaled from a topographic map and have
 JQ0109.an estimated accuracy of +/- 6 seconds.
 JQ0109
 JQ0109.The orthometric height was determined by differential leveling
 JQ0109.and adjusted by the National Geodetic Survey in June 1991..
 JQ0109
 JQ0109.The geoid height was determined by GEOID03.
 JQ0109
 JQ0109.The dynamic height is computed by dividing the NAVD 88
 JQ0109.geopotential number by the normal gravity value computed on the
 JQ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0109.degrees latitude (g = 980.6199 gals.).
 JQ0109
 JQ0109.The modeled gravity was interpolated from observed gravity values.
 JQ0109
 JQ0109;                    North         East    Units  Estimated Accuracy
 JQ0109;SPC NV C     - 6,420,960.      451,740.      MT  (+/- 180 meters Scaled)
 JQ0109
 JQ0109                          SUPERSEDED SURVEY CONTROL
 JQ0109
 JQ0109  NGVD 29 (??/??/92) 1734.538  (m)         5690.73   (f) ADJ UNCH    2 0
 JQ0109
 JQ0109.Superseded values are not recommended for survey control.
 JQ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0109.See file dsdata.txt to determine how the superseded data were derived.
 JQ0109
 JQ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC808660(NAD 83)
 JQ0109_MARKER: DB = BENCH MARK DISK
 JQ0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0109_STAMPING: D 127 1934
 JQ0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0109+STABILITY: SURFACE MOTION
 JQ0109
 JQ0109  HISTORY     - Date     Condition        Report By
 JQ0109  HISTORY     - 1934     MONUMENTED       CGS
 JQ0109  HISTORY     - 1971     GOOD             USGS
 JQ0109
 JQ0109                          STATION DESCRIPTION
 JQ0109
 JQ0109'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JQ0109'8.4 MI W FROM MANHATTAN.
 JQ0109'ABOUT 8.4 MI. W. ALONG THE SMOKY VALLEY ROAD FROM THE SCHOOL IN
 JQ0109'MANHATTAN.  MANHATTAN, 6.7 MILES WEST OF.  THENCE 2.9 MILES SOUTH
 JQ0109'THENCE WEST 1.6 MILES TO A TRACK ROAD NORTH.  THENCE 0.3 MILES NORTH.
 JQ0109'17 FEET SE OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK STAMPED D
 JQ0109'127 1934 SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0230 ***********************************************************************
 JQ0230  DESIGNATION -  D 128
 JQ0230  PID         -  JQ0230
 JQ0230  STATE/COUNTY-  NV/NYE
 JQ0230  USGS QUAD   -  CRESCENT DUNES (1987)
 JQ0230
 JQ0230                         *CURRENT SURVEY CONTROL
 JQ0230  ___________________________________________________________________
 JQ0230* NAD 83(1986)-  38 07 31.     (N)    117 18 35.     (W)     SCALED    
 JQ0230* NAVD 88     -      1629.996  (meters)    5347.75   (feet)  ADJUSTED  
 JQ0230  ___________________________________________________________________
 JQ0230  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 JQ0230  DYNAMIC HT  -        1628.220 (meters)    5341.92  (feet)  COMP
 JQ0230  MODELED GRAV-     979,482.1   (mgal)                       NAVD 88
 JQ0230
 JQ0230  VERT ORDER  -  SECOND    CLASS 0
 JQ0230
 JQ0230.The horizontal coordinates were scaled from a topographic map and have
 JQ0230.an estimated accuracy of +/- 6 seconds.
 JQ0230
 JQ0230.The orthometric height was determined by differential leveling
 JQ0230.and adjusted by the National Geodetic Survey in June 1991..
 JQ0230
 JQ0230.The geoid height was determined by GEOID03.
 JQ0230
 JQ0230.The dynamic height is computed by dividing the NAVD 88
 JQ0230.geopotential number by the normal gravity value computed on the
 JQ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0230.degrees latitude (g = 980.6199 gals.).
 JQ0230
 JQ0230.The modeled gravity was interpolated from observed gravity values.
 JQ0230
 JQ0230;                    North         East    Units  Estimated Accuracy
 JQ0230;SPC NV C     - 6,374,700.      443,620.      MT  (+/- 180 meters Scaled)
 JQ0230
 JQ0230                          SUPERSEDED SURVEY CONTROL
 JQ0230
 JQ0230  NGVD 29 (??/??/92) 1628.820  (m)         5343.89   (f) ADJ UNCH    2 0
 JQ0230
 JQ0230.Superseded values are not recommended for survey control.
 JQ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0230.See file dsdata.txt to determine how the superseded data were derived.
 JQ0230
 JQ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC728197(NAD 83)
 JQ0230_MARKER: DB = BENCH MARK DISK
 JQ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0230_STAMPING: D-128 1934
 JQ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0230+STABILITY: SURFACE MOTION
 JQ0230
 JQ0230  HISTORY     - Date     Condition        Report By
 JQ0230  HISTORY     - 1934     MONUMENTED       CGS
 JQ0230  HISTORY     - 1938     GOOD             NGS
 JQ0230
 JQ0230                          STATION DESCRIPTION
 JQ0230
 JQ0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JQ0230'6.1 MI NW FROM TONOPAH.
 JQ0230'ALONG A COUNTY ROAD, 2.1 MILES WEST AND 4.0 MILES NORTH OF TONOPAH, 24
 JQ0230'FEET NORTHEAST OF THE CENTER OF THE ROAD.  A STANDARD DISK SET
 JQ0230'HORIZONTAL IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0107 ***********************************************************************
 JQ0107  DESIGNATION -  D 129
 JQ0107  PID         -  JQ0107
 JQ0107  STATE/COUNTY-  NV/NYE
 JQ0107  USGS QUAD   -  LITTLE FISH LAKE (1968)
 JQ0107
 JQ0107                         *CURRENT SURVEY CONTROL
 JQ0107  ___________________________________________________________________
 JQ0107* NAD 83(1986)-  38 31 31.     (N)    116 29 33.     (W)     SCALED    
 JQ0107* NAVD 88     -      1900.200  (meters)    6234.24   (feet)  ADJUSTED  
 JQ0107  ___________________________________________________________________
 JQ0107  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 JQ0107  DYNAMIC HT  -        1898.058 (meters)    6227.21  (feet)  COMP
 JQ0107  MODELED GRAV-     979,434.0   (mgal)                       NAVD 88
 JQ0107
 JQ0107  VERT ORDER  -  SECOND    CLASS 0
 JQ0107
 JQ0107.The horizontal coordinates were scaled from a topographic map and have
 JQ0107.an estimated accuracy of +/- 6 seconds.
 JQ0107
 JQ0107.The orthometric height was determined by differential leveling
 JQ0107.and adjusted by the National Geodetic Survey in June 1991..
 JQ0107
 JQ0107.The geoid height was determined by GEOID03.
 JQ0107
 JQ0107.The dynamic height is computed by dividing the NAVD 88
 JQ0107.geopotential number by the normal gravity value computed on the
 JQ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0107.degrees latitude (g = 980.6199 gals.).
 JQ0107
 JQ0107.The modeled gravity was interpolated from observed gravity values.
 JQ0107
 JQ0107;                    North         East    Units  Estimated Accuracy
 JQ0107;SPC NV C     - 6,418,920.      515,190.      MT  (+/- 180 meters Scaled)
 JQ0107
 JQ0107                          SUPERSEDED SURVEY CONTROL
 JQ0107
 JQ0107  NGVD 29 (??/??/92) 1898.947  (m)         6230.13   (f) ADJ UNCH    2 0
 JQ0107
 JQ0107.Superseded values are not recommended for survey control.
 JQ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0107.See file dsdata.txt to determine how the superseded data were derived.
 JQ0107
 JQ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC442642(NAD 83)
 JQ0107_MARKER: DB = BENCH MARK DISK
 JQ0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0107_STAMPING: D 129 1934
 JQ0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0107+STABILITY: SURFACE MOTION
 JQ0107
 JQ0107  HISTORY     - Date     Condition        Report By
 JQ0107  HISTORY     - 1934     MONUMENTED       CGS
 JQ0107  HISTORY     - 1967     GOOD             NGS
 JQ0107
 JQ0107                          STATION DESCRIPTION
 JQ0107
 JQ0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0107'9.4 MI NW FROM HOT CREEK RANCH.
 JQ0107'ABOUT 9.4 MILES NORTHWEST ALONG THE ROAD LEADING TO THE JUNCTION OF
 JQ0107'THE TYBO-MCCANN SUMMIT ROAD FROM THE WILLIAMS RANCH HOUSE AT HOT CREEK
 JQ0107'RANCH, NYE COUNTY, ABOUT 0.5 MILE SOUTHWEST OF THE JUNCTION OF THE
 JQ0107'FISH LAKE VALLEY ROAD, AT THE JUNCTION OF THE ROAD LEADING TO BARLEY
 JQ0107'CREEK, ABOUT 60 FEET NORTH OF THE BARLEY CREEK 15 M SIGN, 36 FEET
 JQ0107'NORTH OF THE CENTER LINE OF THE BARLEY CREEK ROAD, AND 6 FEET
 JQ0107'NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD.  A STANDARD DISK,
 JQ0107'STAMPED D 129 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JQ0107
 JQ0107                          STATION RECOVERY (1967)
 JQ0107
 JQ0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JQ0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0256 ***********************************************************************
 JR0256  DESIGNATION -  D 13
 JR0256  PID         -  JR0256
 JR0256  STATE/COUNTY-  NV/MINERAL
 JR0256  USGS QUAD   -  BELLEVILLE (1982)
 JR0256
 JR0256                         *CURRENT SURVEY CONTROL
 JR0256  ___________________________________________________________________
 JR0256* NAD 83(1986)-  38 14 02.     (N)    118 10 18.     (W)     SCALED    
 JR0256* NAVD 88     -      1543.16   (+/-2cm)    5062.9    (feet)  VERTCON   
 JR0256  ___________________________________________________________________
 JR0256  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 JR0256
 JR0256  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0256
 JR0256.The horizontal coordinates were scaled from a topographic map and have
 JR0256.an estimated accuracy of +/- 6 seconds.
 JR0256
 JR0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0256.The vertical order pertains to the NGVD 29 superseded value.
 JR0256
 JR0256.The geoid height was determined by GEOID03.
 JR0256
 JR0256;                    North         East    Units  Estimated Accuracy
 JR0256;SPC NV W     - 4,386,640.      836,040.      MT  (+/- 180 meters Scaled)
 JR0256
 JR0256                          SUPERSEDED SURVEY CONTROL
 JR0256
 JR0256  NGVD 29 (??/??/92) 1541.987  (m)         5059.00   (f) ADJ UNCH    1 2
 JR0256
 JR0256.Superseded values are not recommended for survey control.
 JR0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0256.See file dsdata.txt to determine how the superseded data were derived.
 JR0256
 JR0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC974324(NAD 83)
 JR0256_MARKER: S = SPIKE
 JR0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0256_SP_SET: CULVERT
 JR0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0256
 JR0256  HISTORY     - Date     Condition        Report By
 JR0256  HISTORY     - UNK      MONUMENTED       USGS
 JR0256  HISTORY     - 1953     MARK NOT FOUND   NGS
 JR0256  HISTORY     - 1986     MARK NOT FOUND   NGS
 JR0256
 JR0256                          STATION DESCRIPTION
 JR0256
 JR0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0256'1 MI E FROM BELLEVILLE.
 JR0256'1 MILE EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 JR0256'BELLEVILLE, MINERAL COUNTY, 40 FEET NORTH OF A ONE MILE TO
 JR0256'STATION SIGN, AND IN THE SOUTH END OF WOODEN CULVERT 431 A.
 JR0256'A SPIKE.
 JR0256
 JR0256                          STATION RECOVERY (1986)
 JR0256
 JR0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0256'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0602 ***********************************************************************
 HQ0602  DESIGNATION -  D 130
 HQ0602  PID         -  HQ0602
 HQ0602  STATE/COUNTY-  NV/ESMERALDA
 HQ0602  USGS QUAD   -  LIDA (1968)
 HQ0602
 HQ0602                         *CURRENT SURVEY CONTROL
 HQ0602  ___________________________________________________________________
 HQ0602* NAD 83(1986)-  37 27 26.     (N)    117 29 51.     (W)     SCALED    
 HQ0602* NAVD 88     -      1879.110  (meters)    6165.05   (feet)  ADJUSTED  
 HQ0602  ___________________________________________________________________
 HQ0602  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 HQ0602  DYNAMIC HT  -        1876.892 (meters)    6157.77  (feet)  COMP
 HQ0602  MODELED GRAV-     979,383.1   (mgal)                       NAVD 88
 HQ0602
 HQ0602  VERT ORDER  -  SECOND    CLASS 0
 HQ0602
 HQ0602.The horizontal coordinates were scaled from a topographic map and have
 HQ0602.an estimated accuracy of +/- 6 seconds.
 HQ0602
 HQ0602.The orthometric height was determined by differential leveling
 HQ0602.and adjusted by the National Geodetic Survey in June 1991..
 HQ0602
 HQ0602.The geoid height was determined by GEOID03.
 HQ0602
 HQ0602.The dynamic height is computed by dividing the NAVD 88
 HQ0602.geopotential number by the normal gravity value computed on the
 HQ0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0602.degrees latitude (g = 980.6199 gals.).
 HQ0602
 HQ0602.The modeled gravity was interpolated from observed gravity values.
 HQ0602
 HQ0602;                    North         East    Units  Estimated Accuracy
 HQ0602;SPC NV W     - 4,300,920.      896,060.      MT  (+/- 180 meters Scaled)
 HQ0602
 HQ0602                          SUPERSEDED SURVEY CONTROL
 HQ0602
 HQ0602  NGVD 29 (??/??/92) 1877.956  (m)         6161.26   (f) ADJ UNCH    2 0
 HQ0602
 HQ0602.Superseded values are not recommended for survey control.
 HQ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0602.See file dsdata.txt to determine how the superseded data were derived.
 HQ0602
 HQ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB560457(NAD 83)
 HQ0602_MARKER: DB = BENCH MARK DISK
 HQ0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0602_STAMPING: D-130 1934
 HQ0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0602+STABILITY: SURFACE MOTION
 HQ0602
 HQ0602  HISTORY     - Date     Condition        Report By
 HQ0602  HISTORY     - 1934     MONUMENTED       CGS
 HQ0602  HISTORY     - 1938     GOOD             NGS
 HQ0602
 HQ0602                          STATION DESCRIPTION
 HQ0602
 HQ0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HQ0602'AT LIDA.
 HQ0602'ALONG A ROAD FROM GOLDFIELD TO BIGPINE, CALIF.  4.0 FEET WEST
 HQ0602'OF THE NORTHWEST CORNER OF A STORE AND GAS STATION, 30 FEET
 HQ0602'SOUTHWEST OF A WELL AND PUMP, 34 FEET SOUTH OF THE CENTER OF
 HQ0602'THE ROAD.  A STANDARD DISK SET HORIZONTAL IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR0951 ***********************************************************************
 HR0951  DESIGNATION -  D 133
 HR0951  PID         -  HR0951
 HR0951  STATE/COUNTY-  NV/MINERAL
 HR0951  USGS QUAD   -  MT MONTGOMERY (1994)
 HR0951
 HR0951                         *CURRENT SURVEY CONTROL
 HR0951  ___________________________________________________________________
 HR0951* NAD 83(1986)-  37 59 42.     (N)    118 18 14.     (W)     SCALED    
 HR0951* NAVD 88     -      2066.319  (meters)    6779.25   (feet)  ADJUSTED  
 HR0951  ___________________________________________________________________
 HR0951  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 HR0951  DYNAMIC HT  -        2063.873 (meters)    6771.22  (feet)  COMP
 HR0951  MODELED GRAV-     979,371.5   (mgal)                       NAVD 88
 HR0951
 HR0951  VERT ORDER  -  FIRST     CLASS II
 HR0951
 HR0951.The horizontal coordinates were scaled from a topographic map and have
 HR0951.an estimated accuracy of +/- 6 seconds.
 HR0951
 HR0951.The orthometric height was determined by differential leveling
 HR0951.and adjusted by the National Geodetic Survey in June 1991..
 HR0951
 HR0951.The geoid height was determined by GEOID03.
 HR0951
 HR0951.The dynamic height is computed by dividing the NAVD 88
 HR0951.geopotential number by the normal gravity value computed on the
 HR0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0951.degrees latitude (g = 980.6199 gals.).
 HR0951
 HR0951.The modeled gravity was interpolated from observed gravity values.
 HR0951
 HR0951;                    North         East    Units  Estimated Accuracy
 HR0951;SPC NV W     - 4,360,090.      824,540.      MT  (+/- 180 meters Scaled)
 HR0951
 HR0951                          SUPERSEDED SURVEY CONTROL
 HR0951
 HR0951  NGVD 29 (??/??/92) 2064.941  (m)         6774.73   (f) ADJ UNCH    1 2
 HR0951
 HR0951.Superseded values are not recommended for survey control.
 HR0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0951.See file dsdata.txt to determine how the superseded data were derived.
 HR0951
 HR0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC855060(NAD 83)
 HR0951_MARKER: DB = BENCH MARK DISK
 HR0951_SETTING: 80 = SET IN A BOULDER
 HR0951_SP_SET: BOULDER
 HR0951_STAMPING: D 133 1955
 HR0951_MARK LOGO: CGS   
 HR0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0951+STABILITY: SURFACE MOTION
 HR0951
 HR0951  HISTORY     - Date     Condition        Report By
 HR0951  HISTORY     - 1955     MONUMENTED       CGS
 HR0951  HISTORY     - 1986     GOOD             NGS
 HR0951
 HR0951                          STATION DESCRIPTION
 HR0951
 HR0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HR0951'2.7 KM (1.70 MI) NE FROM MOUNT MONTGOMERY.
 HR0951'1.7 MI NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE BAR AND CAFE AT MOUNT
 HR0951'MONTGOMERY, 2.6 MI SOUTHWEST OF BASALT, ON THE OUTSIDE OF A CURVE, AT
 HR0951'A TURNOUT, IN THE TOP OF AN OUTCROP, 67.3 FT NORTHWEST OF THE CENTER
 HR0951'OF THE WEST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 54.9 FT
 HR0951'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4.5 FT HIGHER
 HR0951'THAN THE HIGHWAY.
 HR0951
 HR0951                          STATION RECOVERY (1986)
 HR0951
 HR0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0951'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.5 KM (1.6
 HR0951'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 HR0951'MONTGOMERY, THENCE 0.16 KM (0.10 MI) NORTHWEST ALONG THE OLD HIGHWAY,
 HR0951'16.8 METERS (55.0 FT) SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY,
 HR0951'20.6 METERS (67.5 FT) NORTHWEST OF THE SOUTHWEST END OF A 24-INCH
 HR0951'CULVERT, IN TOP AND 0.3 METER (1.0 FT) SOUTHEAST OF THE NORTHWEST END
 HR0951'OF A 1.0- BY 1.2-METER BOULDER.
 HR0951'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 HR0951'THE MARK IS 1.4 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0626 ***********************************************************************
 HQ0626  DESIGNATION -  D 134
 HQ0626  PID         -  HQ0626
 HQ0626  STATE/COUNTY-  NV/ESMERALDA
 HQ0626  USGS QUAD   -  KLONDIKE (1982)
 HQ0626
 HQ0626                         *CURRENT SURVEY CONTROL
 HQ0626  ___________________________________________________________________
 HQ0626* NAD 83(1986)-  37 57 34.     (N)    117 19 08.     (W)     SCALED    
 HQ0626* NAVD 88     -      1554.739  (meters)    5100.84   (feet)  ADJUSTED  
 HQ0626  ___________________________________________________________________
 HQ0626  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 HQ0626  DYNAMIC HT  -        1553.036 (meters)    5095.25  (feet)  COMP
 HQ0626  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 HQ0626
 HQ0626  VERT ORDER  -  FIRST     CLASS II
 HQ0626
 HQ0626.The horizontal coordinates were scaled from a topographic map and have
 HQ0626.an estimated accuracy of +/- 6 seconds.
 HQ0626
 HQ0626.The orthometric height was determined by differential leveling
 HQ0626.and adjusted by the National Geodetic Survey in June 1991..
 HQ0626
 HQ0626.The geoid height was determined by GEOID03.
 HQ0626
 HQ0626.The dynamic height is computed by dividing the NAVD 88
 HQ0626.geopotential number by the normal gravity value computed on the
 HQ0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0626.degrees latitude (g = 980.6199 gals.).
 HQ0626
 HQ0626.The modeled gravity was interpolated from observed gravity values.
 HQ0626
 HQ0626;                    North         East    Units  Estimated Accuracy
 HQ0626;SPC NV W     - 4,356,860.      911,110.      MT  (+/- 180 meters Scaled)
 HQ0626
 HQ0626                          SUPERSEDED SURVEY CONTROL
 HQ0626
 HQ0626  NGVD 29 (??/??/92) 1553.605  (m)         5097.12   (f) ADJ UNCH    1 2
 HQ0626
 HQ0626.Superseded values are not recommended for survey control.
 HQ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0626.See file dsdata.txt to determine how the superseded data were derived.
 HQ0626
 HQ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC719013(NAD 83)
 HQ0626_MARKER: DB = BENCH MARK DISK
 HQ0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0626_STAMPING: D 134 1955
 HQ0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0626+STABILITY: SURFACE MOTION
 HQ0626
 HQ0626  HISTORY     - Date     Condition        Report By
 HQ0626  HISTORY     - 1955     MONUMENTED       CGS
 HQ0626
 HQ0626                          STATION DESCRIPTION
 HQ0626
 HQ0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0626'13.7 MI SW FROM TONOPAH.
 HQ0626'2.2 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 HQ0626'TONOPAH, THENCE 11.5 MILES SOUTHWEST ALONG AN ABANDONED TONOPAH
 HQ0626'AND GOLDFIELD RAILROAD BED, 0.35 MILE SOUTHWEST OF AN OLD LOADING
 HQ0626'CHUTE, 90 FEET NORTHEAST OF THE NORTHEAST EDGE OF A MOUND
 HQ0626'OF DIRT EXTENDING FROM THE EAST EDGE OF THE RAILROAD BED, 75 FEET
 HQ0626'NORTHEAST OF AND ACROSS A TRACK ROAD FROM THE CENTER LINE OF
 HQ0626'THE RAILROAD BED, 56 FEET NORTHEAST OF THE CENTER LINE OF THE
 HQ0626'TRACK ROAD, 3.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET
 HQ0626'LOWER THAN THE RAILROAD BED, AND SET IN THE TOP OF A CONCRETE
 HQ0626'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0355 ***********************************************************************
 HQ0355  DESIGNATION -  D 135
 HQ0355  PID         -  HQ0355
 HQ0355  STATE/COUNTY-  NV/NYE
 HQ0355  USGS QUAD   -  RALSTON (1988)
 HQ0355
 HQ0355                         *CURRENT SURVEY CONTROL
 HQ0355  ___________________________________________________________________
 HQ0355* NAD 83(1986)-  37 36 10.     (N)    117 08 12.     (W)     SCALED    
 HQ0355* NAVD 88     -      1502.905  (meters)    4930.78   (feet)  ADJUSTED  
 HQ0355  ___________________________________________________________________
 HQ0355  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 HQ0355  DYNAMIC HT  -        1501.239 (meters)    4925.31  (feet)  COMP
 HQ0355  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 HQ0355
 HQ0355  VERT ORDER  -  FIRST     CLASS II
 HQ0355
 HQ0355.The horizontal coordinates were scaled from a topographic map and have
 HQ0355.an estimated accuracy of +/- 6 seconds.
 HQ0355
 HQ0355.The orthometric height was determined by differential leveling
 HQ0355.and adjusted by the National Geodetic Survey in June 1991..
 HQ0355
 HQ0355.The geoid height was determined by GEOID03.
 HQ0355
 HQ0355.The dynamic height is computed by dividing the NAVD 88
 HQ0355.geopotential number by the normal gravity value computed on the
 HQ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0355.degrees latitude (g = 980.6199 gals.).
 HQ0355
 HQ0355.The modeled gravity was interpolated from observed gravity values.
 HQ0355
 HQ0355;                    North         East    Units  Estimated Accuracy
 HQ0355;SPC NV C     - 6,316,620.      458,500.      MT  (+/- 180 meters Scaled)
 HQ0355
 HQ0355                          SUPERSEDED SURVEY CONTROL
 HQ0355
 HQ0355  NGVD 29 (??/??/92) 1501.803  (m)         4927.17   (f) ADJ UNCH    1 2
 HQ0355
 HQ0355.Superseded values are not recommended for survey control.
 HQ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0355.See file dsdata.txt to determine how the superseded data were derived.
 HQ0355
 HQ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB879617(NAD 83)
 HQ0355_MARKER: DB = BENCH MARK DISK
 HQ0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0355_STAMPING: D 135 1955
 HQ0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0355+STABILITY: SURFACE MOTION
 HQ0355
 HQ0355  HISTORY     - Date     Condition        Report By
 HQ0355  HISTORY     - 1955     MONUMENTED       CGS
 HQ0355
 HQ0355                          STATION DESCRIPTION
 HQ0355
 HQ0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0355'11.9 MI SE FROM GOLDFIELD.
 HQ0355'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE
 HQ0355'AT GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD,
 HQ0355'THENCE 6.3 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS
 HQ0355'AND TONOPAH RAILROAD, ON THE OUTSIDE OF A LONG SWEEPING CURVE,
 HQ0355'55 1/2 FEET EAST OF THE CENTER LINE OF THE RAILROAD BED, 34 FEET
 HQ0355'WEST OF THE CENTER LINE OF A TRACK ROAD PARALLELING THE RAILROAD
 HQ0355'BED, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 HQ0355'THE RAILROAD BED, AND SET IN THE TOP OF A CONCRETE POST
 HQ0355'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0115 ***********************************************************************
 GR0115  DESIGNATION -  D 136
 GR0115  PID         -  GR0115
 GR0115  STATE/COUNTY-  NV/CLARK
 GR0115  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0115
 GR0115                         *CURRENT SURVEY CONTROL
 GR0115  ___________________________________________________________________
 GR0115* NAD 83(1986)-  36 47 09.     (N)    114 07 58.     (W)     SCALED    
 GR0115* NAVD 88     -       478.564  (meters)    1570.09   (feet)  POSTED    
 GR0115  ___________________________________________________________________
 GR0115  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 GR0115  DYNAMIC HT  -         478.090 (meters)    1568.53  (feet)  COMP
 GR0115  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 GR0115
 GR0115  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0115
 GR0115.The horizontal coordinates were scaled from a topographic map and have
 GR0115.an estimated accuracy of +/- 6 seconds.
 GR0115
 GR0115.The orthometric height was determined by differential leveling
 GR0115.and adjusted by the National Geodetic Survey in 1992..
 GR0115.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0115.rate of 0.0 thru 1.0 mm/km.
 GR0115
 GR0115.The geoid height was determined by GEOID03.
 GR0115
 GR0115.The dynamic height is computed by dividing the NAVD 88
 GR0115.geopotential number by the normal gravity value computed on the
 GR0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0115.degrees latitude (g = 980.6199 gals.).
 GR0115
 GR0115.The modeled gravity was interpolated from observed gravity values.
 GR0115
 GR0115;                    North         East    Units  Estimated Accuracy
 GR0115;SPC NV E     - 8,226,840.      329,470.      MT  (+/- 180 meters Scaled)
 GR0115
 GR0115                          SUPERSEDED SURVEY CONTROL
 GR0115
 GR0115  NGVD 29 (??/??/92)  477.873  (m)         1567.82   (f) ADJ UNCH    2 0
 GR0115
 GR0115.Superseded values are not recommended for survey control.
 GR0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0115.See file dsdata.txt to determine how the superseded data were derived.
 GR0115
 GR0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA558749(NAD 83)
 GR0115_MARKER: DD = SURVEY DISK
 GR0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0115_SP_SET: CONCRETE BLOCK
 GR0115_STAMPING: SEE TEXT
 GR0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0115
 GR0115  HISTORY     - Date     Condition        Report By
 GR0115  HISTORY     - 1957     MONUMENTED       NVDH
 GR0115  HISTORY     - 1957     GOOD             NGS
 GR0115  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0115
 GR0115                          STATION DESCRIPTION
 GR0115
 GR0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0115'3.5 MI W FROM MESQUITE.
 GR0115'3.5 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0115'56 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.4 FOOT NORTH OF A
 GR0115'ROUND BLACK AND WHITE IRON POST PROJECTING ABOUT 18 INCHES. A STANDARD
 GR0115'DISK SET IN A ROUND CONCRETE BLOCK FLUSH WITH THE GROUND. STAMPED DIST
 GR0115'56 FT STA 430 + 69.16 POT ANGLE 90 O D 136 1957 ELEV 1568.33.
 GR0115
 GR0115                          STATION RECOVERY (1982)
 GR0115
 GR0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0146 ***********************************************************************
 GR0146  DESIGNATION -  D 137
 GR0146  PID         -  GR0146
 GR0146  STATE/COUNTY-  NV/CLARK
 GR0146  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0146
 GR0146                         *CURRENT SURVEY CONTROL
 GR0146  ___________________________________________________________________
 GR0146* NAD 83(1986)-  36 45 58.     (N)    114 12 19.     (W)     SCALED    
 GR0146* NAVD 88     -       517.285  (meters)    1697.13   (feet)  POSTED    
 GR0146  ___________________________________________________________________
 GR0146  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GR0146  DYNAMIC HT  -         516.780 (meters)    1695.47  (feet)  COMP
 GR0146  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 GR0146
 GR0146  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0146
 GR0146.The horizontal coordinates were scaled from a topographic map and have
 GR0146.an estimated accuracy of +/- 6 seconds.
 GR0146
 GR0146.The orthometric height was determined by differential leveling
 GR0146.and adjusted by the National Geodetic Survey in 1992..
 GR0146.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0146.rate of 0.0 thru 1.0 mm/km.
 GR0146
 GR0146.The geoid height was determined by GEOID03.
 GR0146
 GR0146.The dynamic height is computed by dividing the NAVD 88
 GR0146.geopotential number by the normal gravity value computed on the
 GR0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0146.degrees latitude (g = 980.6199 gals.).
 GR0146
 GR0146.The modeled gravity was interpolated from observed gravity values.
 GR0146
 GR0146;                    North         East    Units  Estimated Accuracy
 GR0146;SPC NV E     - 8,224,560.      323,030.      MT  (+/- 180 meters Scaled)
 GR0146
 GR0146                          SUPERSEDED SURVEY CONTROL
 GR0146
 GR0146  NGVD 29 (??/??/92)  516.592  (m)         1694.85   (f) ADJ UNCH    2 0
 GR0146
 GR0146.Superseded values are not recommended for survey control.
 GR0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0146.See file dsdata.txt to determine how the superseded data were derived.
 GR0146
 GR0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA494725(NAD 83)
 GR0146_MARKER: DD = SURVEY DISK
 GR0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0146_STAMPING: SEE TEXT
 GR0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0146+STABILITY: SURFACE MOTION
 GR0146
 GR0146  HISTORY     - Date     Condition        Report By
 GR0146  HISTORY     - 1957     MONUMENTED       NVDH
 GR0146  HISTORY     - 1957     GOOD             NGS
 GR0146  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0146
 GR0146                          STATION DESCRIPTION
 GR0146
 GR0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0146'8.6 MI W FROM MESQUITE.
 GR0146'8.6 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0146'50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.6 FEET NORTH OF A
 GR0146'ROUND BLACK AND WHITE IRON REFERENCE POST PROJECTING 18 INCHES, SET IN
 GR0146'A CONCRETE POST FLUSH WITH THE GROUND.  STAMPED DIST 50 FT STA F 180 +
 GR0146'50 POT ANGLE 90 O D 137 1957 ELEV 1695.01.
 GR0146
 GR0146                          STATION RECOVERY (1982)
 GR0146
 GR0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0172 ***********************************************************************
 GR0172  DESIGNATION -  D 138
 GR0172  PID         -  GR0172
 GR0172  STATE/COUNTY-  NV/CLARK
 GR0172  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0172
 GR0172                         *CURRENT SURVEY CONTROL
 GR0172  ___________________________________________________________________
 GR0172* NAD 83(1986)-  36 46 39.     (N)    114 16 05.     (W)     SCALED    
 GR0172* NAVD 88     -       660.672  (meters)    2167.55   (feet)  POSTED    
 GR0172  ___________________________________________________________________
 GR0172  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 GR0172  DYNAMIC HT  -         660.020 (meters)    2165.42  (feet)  COMP
 GR0172  MODELED GRAV-     979,623.4   (mgal)                       NAVD 88
 GR0172
 GR0172  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0172
 GR0172.The horizontal coordinates were scaled from a topographic map and have
 GR0172.an estimated accuracy of +/- 6 seconds.
 GR0172
 GR0172.The orthometric height was determined by differential leveling
 GR0172.and adjusted by the National Geodetic Survey in 1992..
 GR0172.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0172.rate of 0.0 thru 1.0 mm/km.
 GR0172
 GR0172.The geoid height was determined by GEOID03.
 GR0172
 GR0172.The dynamic height is computed by dividing the NAVD 88
 GR0172.geopotential number by the normal gravity value computed on the
 GR0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0172.degrees latitude (g = 980.6199 gals.).
 GR0172
 GR0172.The modeled gravity was interpolated from observed gravity values.
 GR0172
 GR0172;                    North         East    Units  Estimated Accuracy
 GR0172;SPC NV E     - 8,225,750.      317,410.      MT  (+/- 180 meters Scaled)
 GR0172
 GR0172                          SUPERSEDED SURVEY CONTROL
 GR0172
 GR0172  NGVD 29 (??/??/92)  659.974  (m)         2165.26   (f) ADJ UNCH    2 0
 GR0172
 GR0172.Superseded values are not recommended for survey control.
 GR0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0172.See file dsdata.txt to determine how the superseded data were derived.
 GR0172
 GR0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA438736(NAD 83)
 GR0172_MARKER: DD = SURVEY DISK
 GR0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0172_SP_SET: CONCRETE BLOCK
 GR0172_STAMPING: SEE TEXT
 GR0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0172
 GR0172  HISTORY     - Date     Condition        Report By
 GR0172  HISTORY     - 1957     MONUMENTED       NVDH
 GR0172  HISTORY     - 1957     GOOD             NGS
 GR0172  HISTORY     - 1969     MARK NOT FOUND   USGS
 GR0172  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0172
 GR0172                          STATION DESCRIPTION
 GR0172
 GR0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0172'12.05 MI SW FROM MESQUITE.
 GR0172'12.05 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0172'OFFICE IN MESQUITE, 16.1 MILES EAST FROM THE JUNCTION WITH STATE ROUTE
 GR0172'12, 80 FEET SOUTH SOUTHWEST OF A SIGN MORMON MESA, 49.42 FEET SOUTH OF
 GR0172'THE CENTER LINE OF THE HIGHWAY AND ABOUT 0.05 MILES WEST OF THE CATTLE
 GR0172'GUARD ON THE EASTERN RIM OF MORMON MESA.  A STANDARD DISK SET IN ROUND
 GR0172'CONCRETE BLOCK SET FLUSH WITH THE GROUND SURFACE. STAMPED DIST 49.42
 GR0172'STA X 750 + 00.00 POT F 0 + 00.00 ANGLE 90 O D 138 1957.
 GR0172
 GR0172                          STATION RECOVERY (1969)
 GR0172
 GR0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GR0172'MARK NOT FOUND.
 GR0172
 GR0172                          STATION RECOVERY (1982)
 GR0172
 GR0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0172'NOT RECOVERED, CONSTRUCTION IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0196 ***********************************************************************
 GR0196  DESIGNATION -  D 139
 GR0196  PID         -  GR0196
 GR0196  STATE/COUNTY-  NV/CLARK
 GR0196  USGS QUAD   -  MOAPA PEAK (1980)
 GR0196
 GR0196                         *CURRENT SURVEY CONTROL
 GR0196  ___________________________________________________________________
 GR0196* NAD 83(1986)-  36 45 19.     (N)    114 22 55.     (W)     SCALED    
 GR0196* NAVD 88     -       626.886  (meters)    2056.71   (feet)  POSTED    
 GR0196  ___________________________________________________________________
 GR0196  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 GR0196  DYNAMIC HT  -         626.270 (meters)    2054.69  (feet)  COMP
 GR0196  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 GR0196
 GR0196  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0196
 GR0196.The horizontal coordinates were scaled from a topographic map and have
 GR0196.an estimated accuracy of +/- 6 seconds.
 GR0196
 GR0196.The orthometric height was determined by differential leveling
 GR0196.and adjusted by the National Geodetic Survey in 1992..
 GR0196.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0196.rate of 0.0 thru 1.0 mm/km.
 GR0196
 GR0196.The geoid height was determined by GEOID03.
 GR0196
 GR0196.The dynamic height is computed by dividing the NAVD 88
 GR0196.geopotential number by the normal gravity value computed on the
 GR0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0196.degrees latitude (g = 980.6199 gals.).
 GR0196
 GR0196.The modeled gravity was interpolated from observed gravity values.
 GR0196
 GR0196;                    North         East    Units  Estimated Accuracy
 GR0196;SPC NV E     - 8,223,150.      307,270.      MT  (+/- 180 meters Scaled)
 GR0196
 GR0196                          SUPERSEDED SURVEY CONTROL
 GR0196
 GR0196  NGVD 29 (??/??/92)  626.197  (m)         2054.45   (f) ADJ UNCH    2 0
 GR0196
 GR0196.Superseded values are not recommended for survey control.
 GR0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0196.See file dsdata.txt to determine how the superseded data were derived.
 GR0196
 GR0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA337709(NAD 83)
 GR0196_MARKER: DD = SURVEY DISK
 GR0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0196_STAMPING: SEE TEXT
 GR0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0196+STABILITY: SURFACE MOTION
 GR0196
 GR0196  HISTORY     - Date     Condition        Report By
 GR0196  HISTORY     - 1957     MONUMENTED       NVDH
 GR0196  HISTORY     - 1957     GOOD             NGS
 GR0196
 GR0196                          STATION DESCRIPTION
 GR0196
 GR0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0196'18.45 MI SW FROM MESQUITE.
 GR0196'18.45 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0196'MESQUITE, 9.7 MILES EAST FROM THE JUNCTION WITH STATE ROUTE 12, 55
 GR0196'FEET NORTH OF CONCRETE CULVERT NO. D 410 +,40, 50.04 FEET NORTH OF THE
 GR0196'CENTER LINE OF U.S. HIGHWAYY 91, SET IN A 20 INCH CONCRETE POST FLUSH
 GR0196'WITH GROUND.  STAMPED DIST 50.04 STA D 409+92.32 POT ANGLE 90 O D 139
 GR0196'1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0230 ***********************************************************************
 GR0230  DESIGNATION -  D 140
 GR0230  PID         -  GR0230
 GR0230  STATE/COUNTY-  NV/CLARK
 GR0230  USGS QUAD   -  OVERTON NW (1983)
 GR0230
 GR0230                         *CURRENT SURVEY CONTROL
 GR0230  ___________________________________________________________________
 GR0230* NAD 83(1986)-  36 42 39.     (N)    114 28 29.     (W)     SCALED    
 GR0230* NAVD 88     -       632.936  (meters)    2076.56   (feet)  POSTED    
 GR0230  ___________________________________________________________________
 GR0230  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 GR0230  DYNAMIC HT  -         632.320 (meters)    2074.54  (feet)  COMP
 GR0230  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 GR0230
 GR0230  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0230
 GR0230.The horizontal coordinates were scaled from a topographic map and have
 GR0230.an estimated accuracy of +/- 6 seconds.
 GR0230
 GR0230.The orthometric height was determined by differential leveling
 GR0230.and adjusted by the National Geodetic Survey in 1992..
 GR0230.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0230.rate of 2.1 thru 3.0 mm/km.
 GR0230
 GR0230.The geoid height was determined by GEOID03.
 GR0230
 GR0230.The dynamic height is computed by dividing the NAVD 88
 GR0230.geopotential number by the normal gravity value computed on the
 GR0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0230.degrees latitude (g = 980.6199 gals.).
 GR0230
 GR0230.The modeled gravity was interpolated from observed gravity values.
 GR0230
 GR0230;                    North         East    Units  Estimated Accuracy
 GR0230;SPC NV E     - 8,218,110.      299,040.      MT  (+/- 180 meters Scaled)
 GR0230
 GR0230                          SUPERSEDED SURVEY CONTROL
 GR0230
 GR0230  NGVD 29 (??/??/92)  632.265  (m)         2074.36   (f) ADJ UNCH    2 0
 GR0230
 GR0230.Superseded values are not recommended for survey control.
 GR0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0230.See file dsdata.txt to determine how the superseded data were derived.
 GR0230
 GR0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA255657(NAD 83)
 GR0230_MARKER: DD = SURVEY DISK
 GR0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0230_STAMPING: SEE TEXT
 GR0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0230+STABILITY: SURFACE MOTION
 GR0230
 GR0230  HISTORY     - Date     Condition        Report By
 GR0230  HISTORY     - 1957     MONUMENTED       NVDH
 GR0230  HISTORY     - 1957     GOOD             NGS
 GR0230  HISTORY     - 1979     GOOD             USGS
 GR0230
 GR0230                          STATION DESCRIPTION
 GR0230
 GR0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0230'24.35 MI SW FROM MESQUITE.
 GR0230'24.35 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0230'OFFICE IN MESQUITE, 3.8 MILES EAST FROM THE JUNCTION WITH STATE ROUTE
 GR0230'12, 150.1 FEET SOUTH OF THE NORTH RIGHT-OF-WAY MARKER POST, 49.91 FEET
 GR0230'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A ROUND CONCRETE POST
 GR0230'FLUSH WITH THE GROUND.  STAMPED DIST 49.91 STA D 89 + 96.92 POT ANGLE
 GR0230'90 O D 140 1957.
 GR0230
 GR0230                          STATION RECOVERY (1979)
 GR0230
 GR0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0230'JUNCTION OF INTERSTATE 15 AND STATE ROUTE 12. 3.8 MILES NE ALONG
 GR0230'INTERSTATE 15. 50 FEET NORTH OF CENTERLINE OF NORTH BOUND LANES. A
 GR0230'NEVADA HIGHWAY DEPT. TABLET STAMPED DIST 49.91 STA D 89+96.92 POT
 GR0230'ANGLE 90 DEG D 140 1957 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 GR0230'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0991 ***********************************************************************
 GR0991  DESIGNATION -  D 141
 GR0991  PID         -  GR0991
 GR0991  STATE/COUNTY-  NV/CLARK
 GR0991  USGS QUAD   -  VALLEY (1982)
 GR0991
 GR0991                         *CURRENT SURVEY CONTROL
 GR0991  ___________________________________________________________________
 GR0991* NAD 83(1986)-  36 15 16.     (N)    115 04 10.     (W)     SCALED    
 GR0991* NAVD 88     -       586.211  (meters)    1923.26   (feet)  POSTED    
 GR0991  ___________________________________________________________________
 GR0991  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR0991  DYNAMIC HT  -         585.610 (meters)    1921.29  (feet)  COMP
 GR0991  MODELED GRAV-     979,593.7   (mgal)                       NAVD 88
 GR0991
 GR0991  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0991
 GR0991.The horizontal coordinates were scaled from a topographic map and have
 GR0991.an estimated accuracy of +/- 6 seconds.
 GR0991
 GR0991.The orthometric height was determined by differential leveling
 GR0991.and adjusted by the National Geodetic Survey in 1992..
 GR0991.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0991.rate of 4.1 thru 8.0 mm/km.
 GR0991
 GR0991.The geoid height was determined by GEOID03.
 GR0991
 GR0991.The dynamic height is computed by dividing the NAVD 88
 GR0991.geopotential number by the normal gravity value computed on the
 GR0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0991.degrees latitude (g = 980.6199 gals.).
 GR0991
 GR0991.The modeled gravity was interpolated from observed gravity values.
 GR0991
 GR0991;                    North         East    Units  Estimated Accuracy
 GR0991;SPC NV E     - 8,167,020.      246,180.      MT  (+/- 180 meters Scaled)
 GR0991
 GR0991                          SUPERSEDED SURVEY CONTROL
 GR0991
 GR0991  NGVD 29 (??/??/92)  585.560  (m)         1921.12   (f) ADJ UNCH    2 0
 GR0991
 GR0991.Superseded values are not recommended for survey control.
 GR0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0991.See file dsdata.txt to determine how the superseded data were derived.
 GR0991
 GR0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA734138(NAD 83)
 GR0991_MARKER: DB = BENCH MARK DISK
 GR0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0991_STAMPING: D 141 1957
 GR0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0991+STABILITY: SURFACE MOTION
 GR0991
 GR0991  HISTORY     - Date     Condition        Report By
 GR0991  HISTORY     - 1957     MONUMENTED       CGS
 GR0991
 GR0991                          STATION DESCRIPTION
 GR0991
 GR0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0991'6.0 MI NE FROM NORTH LAS VEGAS.
 GR0991'5.6 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0991'NORTH LAS VEGAS, 1.5 MILES NORTHWEST OF HIGHWAY, 0.5 MILE WEST OF
 GR0991'NELLIS A.F.B. AMMUNITION DUMP, 4 FEET NORTHWEST OF WITNESS POST, SET
 GR0991'IN SQUARE CONCRETE POST.  MARK IS ABOUT 0.95 MILE NORTHEAST OF
 GR0991'TRIANGULATION STATION KNOT 1957, ON LINE TO SHARON 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0296 ***********************************************************************
 LQ0296  DESIGNATION -  D 142
 LQ0296  PID         -  LQ0296
 LQ0296  STATE/COUNTY-  NV/ELKO
 LQ0296  USGS QUAD   -  HALLECK (1971)
 LQ0296
 LQ0296                         *CURRENT SURVEY CONTROL
 LQ0296  ___________________________________________________________________
 LQ0296* NAD 83(1986)-  40 57 13.     (N)    115 29 40.     (W)     SCALED    
 LQ0296* NAVD 88     -      1634.725  (meters)    5363.26   (feet)  ADJUSTED  
 LQ0296  ___________________________________________________________________
 LQ0296  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 LQ0296  DYNAMIC HT  -        1633.362 (meters)    5358.79  (feet)  COMP
 LQ0296  MODELED GRAV-     979,732.6   (mgal)                       NAVD 88
 LQ0296
 LQ0296  VERT ORDER  -  FIRST     CLASS II
 LQ0296
 LQ0296.The horizontal coordinates were scaled from a topographic map and have
 LQ0296.an estimated accuracy of +/- 6 seconds.
 LQ0296
 LQ0296.The orthometric height was determined by differential leveling
 LQ0296.and adjusted by the National Geodetic Survey in June 1991..
 LQ0296
 LQ0296.The geoid height was determined by GEOID03.
 LQ0296
 LQ0296.The dynamic height is computed by dividing the NAVD 88
 LQ0296.geopotential number by the normal gravity value computed on the
 LQ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0296.degrees latitude (g = 980.6199 gals.).
 LQ0296
 LQ0296.The modeled gravity was interpolated from observed gravity values.
 LQ0296
 LQ0296;                    North         East    Units  Estimated Accuracy
 LQ0296;SPC NV E     - 8,688,500.      207,480.      MT  (+/- 180 meters Scaled)
 LQ0296
 LQ0296                          SUPERSEDED SURVEY CONTROL
 LQ0296
 LQ0296  NGVD 29 (??/??/92) 1633.559  (m)         5359.43   (f) ADJ UNCH    1 2
 LQ0296
 LQ0296.Superseded values are not recommended for survey control.
 LQ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0296.See file dsdata.txt to determine how the superseded data were derived.
 LQ0296
 LQ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF267346(NAD 83)
 LQ0296_MARKER: DB = BENCH MARK DISK
 LQ0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0296_STAMPING: D 142 1957
 LQ0296_MARK LOGO: CGS   
 LQ0296_PROJECTION: PROJECTING 20 CENTIMETERS
 LQ0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0296+STABILITY: SURFACE MOTION
 LQ0296
 LQ0296  HISTORY     - Date     Condition        Report By
 LQ0296  HISTORY     - 1957     MONUMENTED       CGS
 LQ0296  HISTORY     - 1984     GOOD             NGS
 LQ0296
 LQ0296                          STATION DESCRIPTION
 LQ0296
 LQ0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0296'17.5 MI NE FROM ELKO.
 LQ0296'17.5 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0296'IDAHO STREETS AT ELKO, 123.3 FEET SOUTH OF THE HIGHWAY, ON TOP OF A
 LQ0296'CUT BANK, 4.5 FEET NORTHEAST OF WITNESS POST, SET IN A ROUND CONCRETE
 LQ0296'POST PROJECTING 7 INCHES ABOVE GROUND SURFACE.
 LQ0296
 LQ0296                          STATION RECOVERY (1984)
 LQ0296
 LQ0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0296'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.15 KM
 LQ0296'(8.85 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE COURTHOUSE AT
 LQ0296'ELKO, THENCE 15.15 KM (9.45 MI) NORTHEAST ALONG INTERSTATE 80, 0.1 KM
 LQ0296'(0.05 MI) EAST OF MILEPOST 320, ON TOP OF A LONG DIRT CUT, 40.5 METERS
 LQ0296'(133 FT) SOUTH OF THE EAST BOUND HIGHWAY CENTERLINE, 21.9 METERS
 LQ0296'(72 FT) NORTH OF THE EAST END OF A PIPE BRACE IN THE RIGHT OF WAY
 LQ0296'FENCE AND 3.6 METERS (12 FT) SOUTH OF THE TOP EDGE OF THE CUT.
 LQ0296'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 LQ0296'THE MARK IS 6.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0095 ***********************************************************************
 LQ0095  DESIGNATION -  D 144
 LQ0095  PID         -  LQ0095
 LQ0095  STATE/COUNTY-  NV/ELKO
 LQ0095  USGS QUAD   -  LEPPY PEAK NW (1982)
 LQ0095
 LQ0095                         *CURRENT SURVEY CONTROL
 LQ0095  ___________________________________________________________________
 LQ0095* NAD 83(1986)-  40 52 39.     (N)    114 14 32.     (W)     SCALED    
 LQ0095* NAVD 88     -      1488.671  (meters)    4884.08   (feet)  ADJUSTED  
 LQ0095  ___________________________________________________________________
 LQ0095  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 LQ0095  DYNAMIC HT  -        1487.505 (meters)    4880.26  (feet)  COMP
 LQ0095  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 LQ0095
 LQ0095  VERT ORDER  -  SECOND    CLASS 0
 LQ0095
 LQ0095.The horizontal coordinates were scaled from a topographic map and have
 LQ0095.an estimated accuracy of +/- 6 seconds.
 LQ0095
 LQ0095.The orthometric height was determined by differential leveling
 LQ0095.and adjusted by the National Geodetic Survey in June 1991..
 LQ0095
 LQ0095.The geoid height was determined by GEOID03.
 LQ0095
 LQ0095.The dynamic height is computed by dividing the NAVD 88
 LQ0095.geopotential number by the normal gravity value computed on the
 LQ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0095.degrees latitude (g = 980.6199 gals.).
 LQ0095
 LQ0095.The modeled gravity was interpolated from observed gravity values.
 LQ0095
 LQ0095;                    North         East    Units  Estimated Accuracy
 LQ0095;SPC NV E     - 8,680,910.      313,030.      MT  (+/- 180 meters Scaled)
 LQ0095
 LQ0095                          SUPERSEDED SURVEY CONTROL
 LQ0095
 LQ0095  NGVD 29 (??/??/92) 1487.675  (m)         4880.81   (f) ADJ UNCH    2 0
 LQ0095
 LQ0095.Superseded values are not recommended for survey control.
 LQ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0095.See file dsdata.txt to determine how the superseded data were derived.
 LQ0095
 LQ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF323288(NAD 83)
 LQ0095_MARKER: DB = BENCH MARK DISK
 LQ0095_SETTING: 80 = SET IN A BOULDER
 LQ0095_SP_SET: BOULDER
 LQ0095_STAMPING: D 144 1957
 LQ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0095+STABILITY: SURFACE MOTION
 LQ0095
 LQ0095  HISTORY     - Date     Condition        Report By
 LQ0095  HISTORY     - 1957     MONUMENTED       CGS
 LQ0095  HISTORY     - 1958     POOR             NGS
 LQ0095
 LQ0095                          STATION DESCRIPTION
 LQ0095
 LQ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LQ0095'17.0 MI SE FROM OASIS.
 LQ0095'17.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 154.0 FEET
 LQ0095'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A 1-BY 1
 LQ0095'1/2-FOOT BOULDER WHICH PROJECTS 8 INCHES ABOVE THE GROUND, 10.3 FEET
 LQ0095'NORTHEAST OF A TELEPHONE POLE, AND 5.5 FEET EAST OF A WITNESS POST.
 LQ0095'NOTE-- THE BOULDER THE MARK IS IN IS LOOSE IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0046 ***********************************************************************
 LS0046  DESIGNATION -  D 145
 LS0046  PID         -  LS0046
 LS0046  STATE/COUNTY-  NV/PERSHING
 LS0046  USGS QUAD   -  RYE PATCH RES SOUTH (1971)
 LS0046
 LS0046                         *CURRENT SURVEY CONTROL
 LS0046  ___________________________________________________________________
 LS0046* NAD 83(1994)-  40 34 21.47907(N)    118 16 00.38855(W)     ADJUSTED  
 LS0046* NAVD 88     -      1317.151  (meters)    4321.35   (feet)  ADJUSTED  
 LS0046  ___________________________________________________________________
 LS0046  LAPLACE CORR-           9.57  (seconds)                    DEFLEC99
 LS0046  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 LS0046  DYNAMIC HT  -        1316.116 (meters)    4317.96  (feet)  COMP
 LS0046  MODELED GRAV-     979,793.6   (mgal)                       NAVD 88
 LS0046
 LS0046  HORZ ORDER  -  THIRD
 LS0046  VERT ORDER  -  FIRST     CLASS II
 LS0046
 LS0046.The horizontal coordinates were established by classical geodetic methods
 LS0046.and adjusted by the National Geodetic Survey in June 1998..
 LS0046
 LS0046.The orthometric height was determined by differential leveling
 LS0046.and adjusted by the National Geodetic Survey in June 1991..
 LS0046
 LS0046.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0046
 LS0046.The geoid height was determined by GEOID03.
 LS0046
 LS0046.The dynamic height is computed by dividing the NAVD 88
 LS0046.geopotential number by the normal gravity value computed on the
 LS0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0046.degrees latitude (g = 980.6199 gals.).
 LS0046
 LS0046.The modeled gravity was interpolated from observed gravity values.
 LS0046
 LS0046;                    North         East     Units Scale Factor Converg.
 LS0046;SPC NV W     - 4,646,239.490   826,802.355   MT  0.99990884   +0 12 21.2
 LS0046;SPC NV W     -15,243,537.39  2,712,600.73   sFT  0.99990884   +0 12 21.2
 LS0046;UTM  11      - 4,492,088.063   392,775.791   MT  0.99974152   -0 49 26.4
 LS0046
 LS0046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0046!SPC NV W     -   0.99979683  x   0.99990884  =   0.99970568
 LS0046!UTM  11      -   0.99979683  x   0.99974152  =   0.99953840
 LS0046
 LS0046:                Primary Azimuth Mark                     Grid Az
 LS0046:SPC NV W     -  HOUSE                                    028 46 01.5
 LS0046:UTM  11      -  HOUSE                                    029 47 49.1
 LS0046
 LS0046|---------------------------------------------------------------------|
 LS0046| PID    Reference Object                     Distance      Geod. Az  |
 LS0046|                                                           dddmmss.s |
 LS0046| LS0051 HOUSE                               APPROX. 3.9 KM 0285822.7 |
 LS0046|---------------------------------------------------------------------|
 LS0046
 LS0046                          SUPERSEDED SURVEY CONTROL
 LS0046
 LS0046  NAD 83(1986)-  40 34 21.48369(N)    118 16 00.38395(W) AD(       ) 3
 LS0046  NAD 27      -  40 34 21.82110(N)    118 15 56.85350(W) AD(       ) 3
 LS0046  NGVD 29 (??/??/92) 1316.165  (m)         4318.12   (f) ADJ UNCH    1 2
 LS0046
 LS0046.Superseded values are not recommended for survey control.
 LS0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0046.See file dsdata.txt to determine how the superseded data were derived.
 LS0046
 LS0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE9277692088(NAD 83)
 LS0046_MARKER: DB = BENCH MARK DISK
 LS0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0046_SP_SET: CONCRETE POST
 LS0046_STAMPING: D 145 1957
 LS0046_MARK LOGO: CGS   
 LS0046_PROJECTION: PROJECTING 5 CENTIMETERS
 LS0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0046+STABILITY: SURFACE MOTION
 LS0046
 LS0046  HISTORY     - Date     Condition        Report By
 LS0046  HISTORY     - 1957     MONUMENTED       CGS
 LS0046  HISTORY     - 1957     GOOD             CGS
 LS0046  HISTORY     - 1986     GOOD             NGS
 LS0046
 LS0046                          STATION DESCRIPTION
 LS0046
 LS0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0046'THE STATION IS 31.5 MILES NORTHEAST ALONG U.S. HIGHWAY 40
 LS0046'FROM THE TRAFFIC SIGNAL IN LOVELOCK WHICH IS 1/2 BLOCK EAST
 LS0046'OF THE POST OFFICE, 7.3 MILES NORTHEAST ALONG THE HIGHWAY
 LS0046'FROM THE JUNTION WITH RYE PATCH DAM ROAD, 2.0 MILES SOUTHWEST
 LS0046'ALONG THE HIGHWAY FROM HUMBOLDT HOUSE AND 0.2 MILE SOUTHWEST
 LS0046'OF A CATTLE GUARD, ON A SLIGHT RISE 145 FEET EAST OF THE CENTER
 LS0046'LINE OF U.S. HIGHWAY 40.
 LS0046'
 LS0046'THE STATION MARK, STAMPED D 145 1957, IS A STANDARD BENCH MARK
 LS0046'DISK SET IN A CONCRETE CYLINDER PROJECTING ABOUT 3 INCHES.
 LS0046'IT IS 87 FEET EAST OF THE FENCE LINE, 55 FEET EAST OF THE
 LS0046'TELEPHONE LINE AND 3 FEET EAST OF A WITNESS POST.
 LS0046'
 LS0046'NO REFERENCE MARKS.
 LS0046
 LS0046                          STATION RECOVERY (1957)
 LS0046
 LS0046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LS0046'1.8 MI SW FROM HUMBOLDT HOUSE.
 LS0046'1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE HUMBOLDT HOUSE,
 LS0046'146.0 FEET EAST OF CENTER LINE OF HIGHWAY, 3.6 FEET NORTHEAST OF
 LS0046'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 6 INCHES ABOVE
 LS0046'GROUND SURFACE.
 LS0046
 LS0046                          STATION RECOVERY (1986)
 LS0046
 LS0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0046'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  25.7 KM (16.0
 LS0046'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 119) IN
 LS0046'OREANA, 0.57 KM (0.35 MI) SOUTHWEST OF MILEPOST 137, 105.5 METERS (346
 LS0046'FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES, 61.3 METERS
 LS0046'(201 FT) SOUTHEAST OF THE INTERSTATE RIGHT OF WAY FENCE, 44.5 METERS
 LS0046'(146 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD.
 LS0046'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 LS0046'THE MARK IS 1.0 M ABOVE THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0175 ***********************************************************************
 FS0175  DESIGNATION -  D 146
 FS0175  PID         -  FS0175
 FS0175  STATE/COUNTY-  NV/CLARK
 FS0175  USGS QUAD   -  SLOAN (1989)
 FS0175
 FS0175                         *CURRENT SURVEY CONTROL
 FS0175  ___________________________________________________________________
 FS0175* NAD 83(1986)-  35 58 59.     (N)    115 10 51.     (W)     SCALED    
 FS0175* NAVD 88     -       721.865  (meters)    2368.32   (feet)  POSTED    
 FS0175  ___________________________________________________________________
 FS0175  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FS0175  DYNAMIC HT  -         721.120 (meters)    2365.87  (feet)  COMP
 FS0175  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 FS0175
 FS0175  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0175
 FS0175.The horizontal coordinates were scaled from a topographic map and have
 FS0175.an estimated accuracy of +/- 6 seconds.
 FS0175
 FS0175.The orthometric height was determined by differential leveling
 FS0175.and adjusted by the National Geodetic Survey in 1992..
 FS0175.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0175.rate of 0.0 thru 1.0 mm/km.
 FS0175
 FS0175.The geoid height was determined by GEOID03.
 FS0175
 FS0175.The dynamic height is computed by dividing the NAVD 88
 FS0175.geopotential number by the normal gravity value computed on the
 FS0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0175.degrees latitude (g = 980.6199 gals.).
 FS0175
 FS0175.The modeled gravity was interpolated from observed gravity values.
 FS0175
 FS0175;                    North         East    Units  Estimated Accuracy
 FS0175;SPC NV E     - 8,136,870.      236,300.      MT  (+/- 180 meters Scaled)
 FS0175
 FS0175                          SUPERSEDED SURVEY CONTROL
 FS0175
 FS0175  NGVD 29 (??/??/92)  721.140  (m)         2365.94   (f) ADJ UNCH    2 0
 FS0175
 FS0175.Superseded values are not recommended for survey control.
 FS0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0175.See file dsdata.txt to determine how the superseded data were derived.
 FS0175
 FS0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV640835(NAD 83)
 FS0175_MARKER: DB = BENCH MARK DISK
 FS0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0175_STAMPING: D 146 1958
 FS0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0175+STABILITY: SURFACE MOTION
 FS0175
 FS0175  HISTORY     - Date     Condition        Report By
 FS0175  HISTORY     - 1958     MONUMENTED       CGS
 FS0175
 FS0175                          STATION DESCRIPTION
 FS0175
 FS0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0175'3.6 MI N FROM SLOAN.
 FS0175'0.05 MILE WEST FROM THE SLOAN SERVICE STATION AND CAFE, TO A DIRT
 FS0175'ROAD (PROPOSED HIGHWAY ROUTE), THENCE 3.5 MILES NORTH ALONG DIRT
 FS0175'ROAD, 242.0 FEET EAST OF CENTER OF ROAD, 121.0 FEET WEST OF THE
 FS0175'WEST BANK OF A DRY WASH, 8.5 FEET NORTH OF A CONCRETE WITNESS
 FS0175'POST, SET IN A ROUND CONCRETE POST PROJECTING ABOUT 4 INCHES
 FS0175'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1288 ***********************************************************************
 KR1288  DESIGNATION -  D 147
 KR1288  PID         -  KR1288
 KR1288  STATE/COUNTY-  NV/WASHOE
 KR1288  USGS QUAD   -  PATRICK (1980)
 KR1288
 KR1288                         *CURRENT SURVEY CONTROL
 KR1288  ___________________________________________________________________
 KR1288* NAD 83(1994)-  39 33 18.81671(N)    119 33 49.45704(W)     ADJUSTED  
 KR1288* NAVD 88     -      1326.744  (meters)    4352.83   (feet)  ADJUSTED  
 KR1288  ___________________________________________________________________
 KR1288  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 KR1288  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 KR1288  DYNAMIC HT  -        1325.553 (meters)    4348.92  (feet)  COMP
 KR1288  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 KR1288
 KR1288  HORZ ORDER  -  SECOND
 KR1288  VERT ORDER  -  SECOND    CLASS 0
 KR1288
 KR1288.The horizontal coordinates were established by classical geodetic methods
 KR1288.and adjusted by the National Geodetic Survey in June 1998..
 KR1288
 KR1288.The orthometric height was determined by differential leveling
 KR1288.and adjusted by the National Geodetic Survey in June 1991..
 KR1288
 KR1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1288
 KR1288.The geoid height was determined by GEOID03.
 KR1288
 KR1288.The dynamic height is computed by dividing the NAVD 88
 KR1288.geopotential number by the normal gravity value computed on the
 KR1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1288.degrees latitude (g = 980.6199 gals.).
 KR1288
 KR1288.The modeled gravity was interpolated from observed gravity values.
 KR1288
 KR1288;                    North         East     Units Scale Factor Converg.
 KR1288;SPC NV W     - 4,533,693.123   715,746.453   MT  0.99998737   -0 37 27.8
 KR1288;SPC NV W     -14,874,291.52  2,348,244.82   sFT  0.99998737   -0 37 27.8
 KR1288;UTM  11      - 4,381,533.062   279,732.836   MT  1.00019738   -1 37 59.9
 KR1288
 KR1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1288!SPC NV W     -   0.99979566  x   0.99998737  =   0.99978304
 KR1288!UTM  11      -   0.99979566  x   1.00019738  =   0.99999300
 KR1288
 KR1288:                Primary Azimuth Mark                     Grid Az
 KR1288:SPC NV W     -  FROST                                    008 58 55.7
 KR1288:UTM  11      -  FROST                                    009 59 27.8
 KR1288
 KR1288|---------------------------------------------------------------------|
 KR1288| PID    Reference Object                     Distance      Geod. Az  |
 KR1288|                                                           dddmmss.s |
 KR1288| KR1739 FROST                               APPROX. 3.5 KM 0082127.9 |
 KR1288|---------------------------------------------------------------------|
 KR1288
 KR1288                          SUPERSEDED SURVEY CONTROL
 KR1288
 KR1288  NAD 83(1992)-  39 33 18.82317(N)    119 33 49.45170(W) AD(       ) 2
 KR1288  NAD 83(1986)-  39 33 18.82453(N)    119 33 49.44200(W) AD(       ) 2
 KR1288  NAD 27      -  39 33 19.13820(N)    119 33 45.78480(W) AD(       ) 2
 KR1288  NGVD 29 (??/??/92) 1325.694  (m)         4349.38   (f) ADJ UNCH    2 0
 KR1288
 KR1288.Superseded values are not recommended for survey control.
 KR1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1288.See file dsdata.txt to determine how the superseded data were derived.
 KR1288
 KR1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7973381533(NAD 83)
 KR1288_MARKER: DB = BENCH MARK DISK
 KR1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1288_STAMPING: D 147 1958
 KR1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1288+STABILITY: SURFACE MOTION
 KR1288
 KR1288  HISTORY     - Date     Condition        Report By
 KR1288  HISTORY     - 1958     MONUMENTED       CGS
 KR1288  HISTORY     - 1958     GOOD             CGS
 KR1288
 KR1288                          STATION DESCRIPTION
 KR1288
 KR1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1288'THE STATION IS ALONG THE NORTH SIDE OF U.S. HIGHWAY 40, 3.4
 KR1288'MILES WEST OF THE 102 RANCH CAFE AND 0.1 MILE EAST OF A GATE
 KR1288'WHERE A ROAD LEADS NORTH OFF THE HIGHWAY.  THE 102 RANCH CAFE
 KR1288'IS 14 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KR1288'ON WADSWORTH.
 KR1288'
 KR1288'THE STATION MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK
 KR1288'SET IN A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES
 KR1288'AND STAMPED D 147 1958.  IT IS 15 FEET WEST AND 4 FEET NORTH
 KR1288'OF A JOG IN THE RIGHT OF WAY FENCE LINE.  IT IS 4 FEET EAST
 KR1288'OF A CONCRETE WITNESS POST.
 KR1288
 KR1288                          STATION RECOVERY (1958)
 KR1288
 KR1288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KR1288'3.55 MI W FROM 102 RANCH.
 KR1288'3.55 MILES WEST ALONG U.S. HIGHWAY 49 FROM THE 102 RANCH, 108.0 FEET
 KR1288'SOUTH OF A TELEPHONE POLE, 81.5 FEET NORTH OF THE CENTERLINE OF THE
 KR1288'WEST BOUND TRAFFIC LANE, 50.0 FEET SOUTH OF CENTER OF A GRAVEL ROAD,
 KR1288'5.0 FEET EAST OF A WITNESS POST, 4.5 FEET NORTH OF A FENCELINE, SET IN
 KR1288'A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0266 ***********************************************************************
 FS0266  DESIGNATION -  D 148
 FS0266  PID         -  FS0266
 FS0266  STATE/COUNTY-  NV/CLARK
 FS0266  USGS QUAD   -  MC CULLOUGH MOUNTAIN (1989)
 FS0266
 FS0266                         *CURRENT SURVEY CONTROL
 FS0266  ___________________________________________________________________
 FS0266* NAD 83(1986)-  35 30 49.     (N)    115 08 20.     (W)     SCALED    
 FS0266* NAVD 88     -      1493.475  (meters)    4899.84   (feet)  POSTED    
 FS0266  ___________________________________________________________________
 FS0266  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0266  DYNAMIC HT  -        1491.640 (meters)    4893.82  (feet)  COMP
 FS0266  MODELED GRAV-     979,354.3   (mgal)                       NAVD 88
 FS0266
 FS0266  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0266
 FS0266.The horizontal coordinates were scaled from a topographic map and have
 FS0266.an estimated accuracy of +/- 6 seconds.
 FS0266
 FS0266.The orthometric height was determined by differential leveling
 FS0266.and adjusted by the National Geodetic Survey in 1992..
 FS0266.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0266.rate of 0.0 thru 1.0 mm/km.
 FS0266
 FS0266.The geoid height was determined by GEOID03.
 FS0266
 FS0266.The dynamic height is computed by dividing the NAVD 88
 FS0266.geopotential number by the normal gravity value computed on the
 FS0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0266.degrees latitude (g = 980.6199 gals.).
 FS0266
 FS0266.The modeled gravity was interpolated from observed gravity values.
 FS0266
 FS0266;                    North         East    Units  Estimated Accuracy
 FS0266;SPC NV E     - 8,084,800.      240,310.      MT  (+/- 180 meters Scaled)
 FS0266
 FS0266                          SUPERSEDED SURVEY CONTROL
 FS0266
 FS0266  NGVD 29 (??/??/92) 1492.570  (m)         4896.87   (f) ADJ UNCH    1 2
 FS0266
 FS0266.Superseded values are not recommended for survey control.
 FS0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0266.See file dsdata.txt to determine how the superseded data were derived.
 FS0266
 FS0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV687315(NAD 83)
 FS0266_MARKER: DB = BENCH MARK DISK
 FS0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0266_STAMPING: D 148 1935
 FS0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0266+STABILITY: SURFACE MOTION
 FS0266
 FS0266  HISTORY     - Date     Condition        Report By
 FS0266  HISTORY     - 1935     MONUMENTED       CGS
 FS0266  HISTORY     - 1949     GOOD             NGS
 FS0266  HISTORY     - 1969     GOOD             NGS
 FS0266  HISTORY     - 19870217 GOOD             USPSQD
 FS0266
 FS0266                          STATION DESCRIPTION
 FS0266
 FS0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0266'8.6 MI E FROM NIPTON.
 FS0266'2.7 MILES EAST ALONG A COUNTY GRADED ROAD FROM THE UNION PACIFIC
 FS0266'RAILROAD STATION AT NIPTON, THENCE 5.9 MILES EAST ALONG NEVADA
 FS0266'STATE HIGHWAY 68, AT THE TOP OF A SMALL HILL, 65 YARDS SOUTH OF
 FS0266'THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING NORTH, 57 FEET
 FS0266'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET SOUTH OF
 FS0266'A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND
 FS0266'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 FS0266'GROUND.
 FS0266
 FS0266                          STATION RECOVERY (1969)
 FS0266
 FS0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0266'RECOVERED IN GOOD CONDITION.
 FS0266
 FS0266                          STATION RECOVERY (1987)
 FS0266
 FS0266'RECOVERY NOTE BY US POWER SQUADRON 1987 (PI)
 FS0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0130 ***********************************************************************
 FS0130  DESIGNATION -  D 149
 FS0130  PID         -  FS0130
 FS0130  STATE/COUNTY-  NV/CLARK
 FS0130  USGS QUAD   -  KEYHOLE CANYON (1984)
 FS0130
 FS0130                         *CURRENT SURVEY CONTROL
 FS0130  ___________________________________________________________________
 FS0130* NAD 83(1986)-  35 43 19.     (N)    114 57 44.     (W)     SCALED    
 FS0130* NAVD 88     -       690.483  (meters)    2265.36   (feet)  POSTED    
 FS0130  ___________________________________________________________________
 FS0130  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FS0130  DYNAMIC HT  -         689.740 (meters)    2262.92  (feet)  COMP
 FS0130  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 FS0130
 FS0130  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0130
 FS0130.The horizontal coordinates were scaled from a topographic map and have
 FS0130.an estimated accuracy of +/- 6 seconds.
 FS0130
 FS0130.The orthometric height was determined by differential leveling
 FS0130.and adjusted by the National Geodetic Survey in 1992..
 FS0130.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0130.rate of 0.0 thru 1.0 mm/km.
 FS0130
 FS0130.The geoid height was determined by GEOID03.
 FS0130
 FS0130.The dynamic height is computed by dividing the NAVD 88
 FS0130.geopotential number by the normal gravity value computed on the
 FS0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0130.degrees latitude (g = 980.6199 gals.).
 FS0130
 FS0130.The modeled gravity was interpolated from observed gravity values.
 FS0130
 FS0130;                    North         East    Units  Estimated Accuracy
 FS0130;SPC NV E     - 8,108,000.      256,190.      MT  (+/- 180 meters Scaled)
 FS0130
 FS0130                          SUPERSEDED SURVEY CONTROL
 FS0130
 FS0130  NGVD 29 (??/??/92)  689.740  (m)         2262.92   (f) ADJ UNCH    1 1
 FS0130
 FS0130.Superseded values are not recommended for survey control.
 FS0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0130.See file dsdata.txt to determine how the superseded data were derived.
 FS0130
 FS0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV843550(NAD 83)
 FS0130_MARKER: DB = BENCH MARK DISK
 FS0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0130_STAMPING: D 149 1935
 FS0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0130+STABILITY: SURFACE MOTION
 FS0130
 FS0130  HISTORY     - Date     Condition        Report By
 FS0130  HISTORY     - 1935     MONUMENTED       CGS
 FS0130  HISTORY     - 1949     GOOD             NGS
 FS0130  HISTORY     - 1963     GOOD             NGS
 FS0130
 FS0130                          STATION DESCRIPTION
 FS0130
 FS0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0130'18.3 MI S FROM ALUNITE.
 FS0130'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE JUNCTION OF U.S.
 FS0130'HIGHWAY 93 AT ALUNITE, THENCE 16.6 MILES SOUTH ALONG OLD ABANDONED
 FS0130'STATE HIGHWAY 5, 19.6 MILES NORTH OF SEARCHLIGHT, 0.25 MILE SOUTH
 FS0130'OF THE Y JUNCTION OF A DIM TRACK ROAD LEADING EAST, 0.1 MILE WEST
 FS0130'OF HIGHWAY 95, 46 FEET EAST OF THE CENTER LINE OF THE OLD
 FS0130'HIGHWAY, 12 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A SMALL
 FS0130'WASH, 2.7 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 FS0130'THE HIGHWAY, AND SET IN THE TOP OF A CONCETE POST PROJECTING 0.4
 FS0130'FOOT ABOVE THE GROUND.
 FS0130
 FS0130                          STATION RECOVERY (1963)
 FS0130
 FS0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0627 ***********************************************************************
 HQ0627  DESIGNATION -  D 15
 HQ0627  PID         -  HQ0627
 HQ0627  STATE/COUNTY-  NV/ESMERALDA
 HQ0627  USGS QUAD   -  KLONDIKE (1982)
 HQ0627
 HQ0627                         *CURRENT SURVEY CONTROL
 HQ0627  ___________________________________________________________________
 HQ0627* NAD 83(1986)-  37 56 46.     (N)    117 18 46.     (W)     SCALED    
 HQ0627* NAVD 88     -      1533.571  (meters)    5031.39   (feet)  ADJUSTED  
 HQ0627  ___________________________________________________________________
 HQ0627  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 HQ0627  DYNAMIC HT  -        1531.898 (meters)    5025.90  (feet)  COMP
 HQ0627  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 HQ0627
 HQ0627  VERT ORDER  -  FIRST     CLASS II
 HQ0627
 HQ0627.The horizontal coordinates were scaled from a topographic map and have
 HQ0627.an estimated accuracy of +/- 6 seconds.
 HQ0627
 HQ0627.The orthometric height was determined by differential leveling
 HQ0627.and adjusted by the National Geodetic Survey in June 1991..
 HQ0627
 HQ0627.The geoid height was determined by GEOID03.
 HQ0627
 HQ0627.The dynamic height is computed by dividing the NAVD 88
 HQ0627.geopotential number by the normal gravity value computed on the
 HQ0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0627.degrees latitude (g = 980.6199 gals.).
 HQ0627
 HQ0627.The modeled gravity was interpolated from observed gravity values.
 HQ0627
 HQ0627;                    North         East    Units  Estimated Accuracy
 HQ0627;SPC NV W     - 4,355,380.      911,670.      MT  (+/- 180 meters Scaled)
 HQ0627
 HQ0627                          SUPERSEDED SURVEY CONTROL
 HQ0627
 HQ0627  NGVD 29 (??/??/92) 1532.450  (m)         5027.71   (f) ADJ UNCH    1 2
 HQ0627
 HQ0627.Superseded values are not recommended for survey control.
 HQ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0627.See file dsdata.txt to determine how the superseded data were derived.
 HQ0627
 HQ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB725998(NAD 83)
 HQ0627_MARKER: P = PIPE CAP
 HQ0627_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0627_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0627_STAMPING: D 15 5027.811
 HQ0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0627
 HQ0627  HISTORY     - Date     Condition        Report By
 HQ0627  HISTORY     - UNK      MONUMENTED       CGS
 HQ0627  HISTORY     - 1955     GOOD             NGS
 HQ0627
 HQ0627                          STATION DESCRIPTION
 HQ0627
 HQ0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HQ0627'14.7 MI SW FROM TONOPAH.
 HQ0627'2.2 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 HQ0627'TONOPAH, THENCE 12.5 MILES SOUTHWEST ALONG AN ABANDONED TONOPAH
 HQ0627'AND GOLDFIELD RAILROAD BED, 99 FEET SOUTHWEST OF AND ACROSS THE
 HQ0627'RAILROAD BED FROM THE CENTER LINE OF A TRACK ROAD, 48 1/2 FEET
 HQ0627'SOUTHWEST OF THE CENTER LINE OF THE RAILROAD BED, 1.9 FEET
 HQ0627'SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE RAILROAD
 HQ0627'BED, AND SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 HQ0627'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0210 ***********************************************************************
 FS0210  DESIGNATION -  D 150
 FS0210  PID         -  FS0210
 FS0210  STATE/COUNTY-  NV/CLARK
 FS0210  USGS QUAD   -  JEAN (1989)
 FS0210
 FS0210                         *CURRENT SURVEY CONTROL
 FS0210  ___________________________________________________________________
 FS0210* NAD 83(1986)-  35 46 49.     (N)    115 18 55.     (W)     SCALED    
 FS0210* NAVD 88     -       874.106  (meters)    2867.80   (feet)  POSTED    
 FS0210  ___________________________________________________________________
 FS0210  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FS0210  DYNAMIC HT  -         873.140 (meters)    2864.63  (feet)  COMP
 FS0210  MODELED GRAV-     979,501.4   (mgal)                       NAVD 88
 FS0210
 FS0210  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0210
 FS0210.The horizontal coordinates were scaled from a topographic map and have
 FS0210.an estimated accuracy of +/- 6 seconds.
 FS0210
 FS0210.The orthometric height was determined by differential leveling
 FS0210.and adjusted by the National Geodetic Survey in 1992..
 FS0210.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0210.rate of 1.1 thru 2.0 mm/km.
 FS0210
 FS0210.The geoid height was determined by GEOID03.
 FS0210
 FS0210.The dynamic height is computed by dividing the NAVD 88
 FS0210.geopotential number by the normal gravity value computed on the
 FS0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0210.degrees latitude (g = 980.6199 gals.).
 FS0210
 FS0210.The modeled gravity was interpolated from observed gravity values.
 FS0210
 FS0210;                    North         East    Units  Estimated Accuracy
 FS0210;SPC NV E     - 8,114,330.      224,230.      MT  (+/- 180 meters Scaled)
 FS0210
 FS0210                          SUPERSEDED SURVEY CONTROL
 FS0210
 FS0210  NGVD 29 (??/??/92)  873.308  (m)         2865.18   (f) ADJ UNCH    1 2
 FS0210
 FS0210.Superseded values are not recommended for survey control.
 FS0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0210.See file dsdata.txt to determine how the superseded data were derived.
 FS0210
 FS0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV522608(NAD 83)
 FS0210_MARKER: DB = BENCH MARK DISK
 FS0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0210_STAMPING: D 150 1935
 FS0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0210+STABILITY: SURFACE MOTION
 FS0210
 FS0210  HISTORY     - Date     Condition        Report By
 FS0210  HISTORY     - 1935     MONUMENTED       CGS
 FS0210  HISTORY     - 1949     GOOD             NGS
 FS0210  HISTORY     - 19870512 GOOD             USPSQD
 FS0210
 FS0210                          STATION DESCRIPTION
 FS0210
 FS0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0210'0.4 MI N FROM JEAN.
 FS0210'0.4 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0210'AT JEAN, ON TOP OF A SMALL MOUND, ABOUT 3 POLES NORTH OF A POINT
 FS0210'WHERE A TELEPHONE LINE CROSSES THE TRACK, 19 RAILS NORTH OF
 FS0210'CONCRETE BRIDGE 301.41, 75 FEET SOUTH OF A TELEPHONE POLE WITH
 FS0210'A GUY WIRE TO THE WEST, 66.9 FEET WEST OF THE WEST RAIL, 2.0
 FS0210'FEET WEST OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK,
 FS0210'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 FS0210'THE GROUND.
 FS0210
 FS0210                          STATION RECOVERY (1987)
 FS0210
 FS0210'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 FS0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0774 ***********************************************************************
 HQ0774  DESIGNATION -  D 16
 HQ0774  PID         -  HQ0774
 HQ0774  STATE/COUNTY-  NV/NYE
 HQ0774  USGS QUAD   -  SPRINGDALE NW (1986)
 HQ0774
 HQ0774                         *CURRENT SURVEY CONTROL
 HQ0774  ___________________________________________________________________
 HQ0774* NAD 83(1986)-  37 07 41.     (N)    116 57 05.     (W)     SCALED    
 HQ0774* NAVD 88     -      1212.319  (meters)    3977.42   (feet)  POSTED    
 HQ0774  ___________________________________________________________________
 HQ0774  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 HQ0774  DYNAMIC HT  -        1211.000 (meters)    3973.09  (feet)  COMP
 HQ0774  MODELED GRAV-     979,502.1   (mgal)                       NAVD 88
 HQ0774
 HQ0774  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HQ0774
 HQ0774.The horizontal coordinates were scaled from a topographic map and have
 HQ0774.an estimated accuracy of +/- 6 seconds.
 HQ0774
 HQ0774.The orthometric height was determined by differential leveling
 HQ0774.and adjusted by the National Geodetic Survey in 1992..
 HQ0774.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HQ0774.rate of 0.0 thru 1.0 mm/km.
 HQ0774
 HQ0774.The geoid height was determined by GEOID03.
 HQ0774
 HQ0774.The dynamic height is computed by dividing the NAVD 88
 HQ0774.geopotential number by the normal gravity value computed on the
 HQ0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0774.degrees latitude (g = 980.6199 gals.).
 HQ0774
 HQ0774.The modeled gravity was interpolated from observed gravity values.
 HQ0774
 HQ0774;                    North         East    Units  Estimated Accuracy
 HQ0774;SPC NV C     - 6,263,880.      474,700.      MT  (+/- 180 meters Scaled)
 HQ0774
 HQ0774                          SUPERSEDED SURVEY CONTROL
 HQ0774
 HQ0774.No superseded survey control is available for this station.
 HQ0774
 HQ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB043090(NAD 83)
 HQ0774_MARKER: DB = BENCH MARK DISK
 HQ0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0774_STAMPING: 3974.195
 HQ0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0774+STABILITY: SURFACE MOTION
 HQ0774
 HQ0774  HISTORY     - Date     Condition        Report By
 HQ0774  HISTORY     - UNK      MONUMENTED       CGS
 HQ0774  HISTORY     - 1952     GOOD             NGS
 HQ0774
 HQ0774                          STATION DESCRIPTION
 HQ0774
 HQ0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0774'11.5 MI S FROM BONNIE CLAIRE.
 HQ0774'11.5 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED
 HQ0774'BULLFROG GOLDFIELD RAILROAD FROM THE OLD RAILROAD STOP BONNIE
 HQ0774'CLAIRE, NYE COUNTY, ONE POLE SOUTH OF MILEPOST 195, AND 49 FEET
 HQ0774'WEST OF THE OLD ROADBED.  A STANDARD DISK, STAMPED 3974.195
 HQ0774'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 HQ0774'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0644 ***********************************************************************
 GR0644  DESIGNATION -  D 161
 GR0644  PID         -  GR0644
 GR0644  STATE/COUNTY-  NV/CLARK
 GR0644  USGS QUAD   -  DRY LAKE (1986)
 GR0644
 GR0644                         *CURRENT SURVEY CONTROL
 GR0644  ___________________________________________________________________
 GR0644* NAD 83(1986)-  36 27 17.     (N)    114 50 42.     (W)     SCALED    
 GR0644* NAVD 88     -       638.859  (meters)    2095.99   (feet)  ADJUSTED  
 GR0644  ___________________________________________________________________
 GR0644  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 GR0644  DYNAMIC HT  -         638.225 (meters)    2093.91  (feet)  COMP
 GR0644  MODELED GRAV-     979,619.9   (mgal)                       NAVD 88
 GR0644
 GR0644  VERT ORDER  -  FIRST     CLASS II
 GR0644
 GR0644.The horizontal coordinates were scaled from a topographic map and have
 GR0644.an estimated accuracy of +/- 6 seconds.
 GR0644
 GR0644.The orthometric height was determined by differential leveling
 GR0644.and adjusted by the National Geodetic Survey in June 1991..
 GR0644.WARNING-Repeat measurements at this control monument indicate possible
 GR0644.vertical movement.
 GR0644
 GR0644.The geoid height was determined by GEOID03.
 GR0644
 GR0644.The dynamic height is computed by dividing the NAVD 88
 GR0644.geopotential number by the normal gravity value computed on the
 GR0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0644.degrees latitude (g = 980.6199 gals.).
 GR0644
 GR0644.The modeled gravity was interpolated from observed gravity values.
 GR0644
 GR0644;                    North         East    Units  Estimated Accuracy
 GR0644;SPC NV E     - 8,189,380.      266,180.      MT  (+/- 180 meters Scaled)
 GR0644
 GR0644                          SUPERSEDED SURVEY CONTROL
 GR0644
 GR0644  NGVD 29 (??/??/92)  638.113  (m)         2093.54   (f) ADJ UNCH    1 2
 GR0644
 GR0644.Superseded values are not recommended for survey control.
 GR0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0644.See file dsdata.txt to determine how the superseded data were derived.
 GR0644
 GR0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA931365(NAD 83)
 GR0644_MARKER: DB = BENCH MARK DISK
 GR0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0644_SP_SET: CONCRETE BLOCK
 GR0644_STAMPING: D 161 1935
 GR0644_MARK LOGO: CGS   
 GR0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0644
 GR0644  HISTORY     - Date     Condition        Report By
 GR0644  HISTORY     - 1935     MONUMENTED       CGS
 GR0644  HISTORY     - 1957     GOOD             NGS
 GR0644  HISTORY     - 1963     GOOD             NGS
 GR0644  HISTORY     - 1983     GOOD             NGS
 GR0644
 GR0644                          STATION DESCRIPTION
 GR0644
 GR0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0644'20.6 MI SW FROM MOAPA.
 GR0644'20.6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0644'AT MOAPA, IN T 17 S, R 64 E, SOUTHWEST CORNER OF SECTION 16, AT DRY
 GR0644'LAKE SIDING IN THE TOP OF A CONCRETE BLOCK FORMERLY USED AS THE
 GR0644'FOUNDATION FOR A LEG OF THE TANK, 145 FEET SOUTH OF THE SOUTHWEST
 GR0644'CORNER OF THE SECTION HOUSE, 28.4 FEET EAST OF THE EAST RAIL OF THE
 GR0644'MAIN TRACK, 18 1/2 FEET NORTHEAST OF A 16 INCH SALT CEDAR TREE, 3.8
 GR0644'FEET SOUTHEAST OF THE SOUTHEAST LEG OF  WATER TANK, ABOUT 1/2 FOOT
 GR0644'LOWER THAN THE TRACK, AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GR0644
 GR0644                          STATION RECOVERY (1963)
 GR0644
 GR0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0644'RECOVERED IN GOOD CONDITION.
 GR0644
 GR0644                          STATION RECOVERY (1983)
 GR0644
 GR0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0644'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0644'32.95 KM (20.6 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST
 GR0644'END OF THE HIGHWAY BRIDGE OVER THE MUDDY RIVER IN GLENDALE, THENCE 0.3
 GR0644'KM (0.2 MI) NORTHWEST ACROSS COUNTRY TO THE UNION PACIFIC RAILROAD
 GR0644'SIDING IN DRY LAKE, IN THE TOP CENTER OF AN ABANDON WATER TOWER LEG
 GR0644'FOUNDATION, 8.7 METERS (28.5 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF
 GR0644'THE MAIN TRACK.
 GR0644'THE MARK IS 0.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0740 ***********************************************************************
 GR0740  DESIGNATION -  D 162
 GR0740  PID         -  GR0740
 GR0740  STATE/COUNTY-  NV/CLARK
 GR0740  USGS QUAD   -  FARRIER (1969)
 GR0740
 GR0740                         *CURRENT SURVEY CONTROL
 GR0740  ___________________________________________________________________
 GR0740* NAD 83(1986)-  36 45 10.     (N)    114 38 13.     (W)     SCALED    
 GR0740* NAVD 88     -       531.466  (meters)    1743.65   (feet)  ADJUSTED  
 GR0740  ___________________________________________________________________
 GR0740  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 GR0740  DYNAMIC HT  -         530.958 (meters)    1741.98  (feet)  COMP
 GR0740  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 GR0740
 GR0740  VERT ORDER  -  FIRST     CLASS I
 GR0740
 GR0740.The horizontal coordinates were scaled from a topographic map and have
 GR0740.an estimated accuracy of +/- 6 seconds.
 GR0740
 GR0740.The orthometric height was determined by differential leveling
 GR0740.and adjusted by the National Geodetic Survey in June 1991..
 GR0740.WARNING-Repeat measurements at this control monument indicate possible
 GR0740.vertical movement.
 GR0740
 GR0740.The geoid height was determined by GEOID03.
 GR0740
 GR0740.The dynamic height is computed by dividing the NAVD 88
 GR0740.geopotential number by the normal gravity value computed on the
 GR0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0740.degrees latitude (g = 980.6199 gals.).
 GR0740
 GR0740.The modeled gravity was interpolated from observed gravity values.
 GR0740
 GR0740;                    North         East    Units  Estimated Accuracy
 GR0740;SPC NV E     - 8,222,610.      284,500.      MT  (+/- 180 meters Scaled)
 GR0740
 GR0740                          SUPERSEDED SURVEY CONTROL
 GR0740
 GR0740  NGVD 29 (??/??/92)  530.705  (m)         1741.15   (f) ADJ UNCH    1 1
 GR0740
 GR0740.Superseded values are not recommended for survey control.
 GR0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0740.See file dsdata.txt to determine how the superseded data were derived.
 GR0740
 GR0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA109700(NAD 83)
 GR0740_MARKER: DB = BENCH MARK DISK
 GR0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0740_STAMPING: D 162 1935
 GR0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0740+STABILITY: SURFACE MOTION
 GR0740
 GR0740  HISTORY     - Date     Condition        Report By
 GR0740  HISTORY     - 1935     MONUMENTED       CGS
 GR0740  HISTORY     - 1949     GOOD             NGS
 GR0740  HISTORY     - 1963     GOOD             NGS
 GR0740
 GR0740                          STATION DESCRIPTION
 GR0740
 GR0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0740'6.1 MI N FROM MOAPA.
 GR0740'6.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0740'MOAPA, AT THE NORTH END OF A SHORT CUT AND THE SOUTH END OF A SHORT
 GR0740'DEEP FILL, ABOUT 68 YARDS SOUTHEAST OF MILEAGE-MARKER 388.77, 31 FEET
 GR0740'NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE GUARD ACROSS THE TRACKS,
 GR0740'30.3 FEET EAST OF THE EAST RAIL, 3.4 FEET NORTHWEST OF A CONCRETE
 GR0740'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF
 GR0740'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GR0740
 GR0740                          STATION RECOVERY (1963)
 GR0740
 GR0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0265 ***********************************************************************
 GR0265  DESIGNATION -  D 163
 GR0265  PID         -  GR0265
 GR0265  STATE/COUNTY-  NV/CLARK
 GR0265  USGS QUAD   -  OVERTON BEACH (1983)
 GR0265
 GR0265                         *CURRENT SURVEY CONTROL
 GR0265  ___________________________________________________________________
 GR0265* NAD 83(1986)-  36 27 37.     (N)    114 15 33.     (W)     SCALED    
 GR0265* NAVD 88     -       477.879  (meters)    1567.84   (feet)  POSTED    
 GR0265  ___________________________________________________________________
 GR0265  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 GR0265  DYNAMIC HT  -         477.420 (meters)    1566.34  (feet)  COMP
 GR0265  MODELED GRAV-     979,661.8   (mgal)                       NAVD 88
 GR0265
 GR0265  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0265
 GR0265.The horizontal coordinates were scaled from a topographic map and have
 GR0265.an estimated accuracy of +/- 6 seconds.
 GR0265
 GR0265.The orthometric height was determined by differential leveling
 GR0265.and adjusted by the National Geodetic Survey in 1992..
 GR0265.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0265.rate of 1.1 thru 2.0 mm/km.
 GR0265
 GR0265.The geoid height was determined by GEOID03.
 GR0265
 GR0265.The dynamic height is computed by dividing the NAVD 88
 GR0265.geopotential number by the normal gravity value computed on the
 GR0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0265.degrees latitude (g = 980.6199 gals.).
 GR0265
 GR0265.The modeled gravity was interpolated from observed gravity values.
 GR0265
 GR0265;                    North         East    Units  Estimated Accuracy
 GR0265;SPC NV E     - 8,190,550.      318,690.      MT  (+/- 180 meters Scaled)
 GR0265
 GR0265                          SUPERSEDED SURVEY CONTROL
 GR0265
 GR0265  NGVD 29 (??/??/92)  477.218  (m)         1565.67   (f) ADJ UNCH    1 1
 GR0265
 GR0265.Superseded values are not recommended for survey control.
 GR0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0265.See file dsdata.txt to determine how the superseded data were derived.
 GR0265
 GR0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA456384(NAD 83)
 GR0265_MARKER: DB = BENCH MARK DISK
 GR0265_SETTING: 66 = SET IN ROCK OUTCROP
 GR0265_SP_SET: OUTCROP
 GR0265_STAMPING: D 163 1935
 GR0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0265+STABILITY: POSITION/ELEVATION WELL
 GR0265
 GR0265  HISTORY     - Date     Condition        Report By
 GR0265  HISTORY     - 1935     MONUMENTED       CGS
 GR0265  HISTORY     - 1950     GOOD             NGS
 GR0265
 GR0265                          STATION DESCRIPTION
 GR0265
 GR0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0265'35.6 MI S FROM RIVERSIDE.
 GR0265'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0265'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0265'THENCE 8.5 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCE FERRY
 GR0265'ROAD, IN GOLD BUTTE WASH, AT THE MOUTH OF A RAVINE, IN THE TOP OF A
 GR0265'LARGE OUTCROP, 20 FEET SOUTH OF THE NORTH BANK OF THE WASH, 1.0 FOOT
 GR0265'NORTH OF A CAIRN, AND ABOUT 2 FEET HIGHER THAN THE BED OF THE WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0006 ***********************************************************************
 GR0006  DESIGNATION -  D 164
 GR0006  PID         -  GR0006
 GR0006  STATE/COUNTY-  NV/CLARK
 GR0006  USGS QUAD   -  OVERTON (1983)
 GR0006
 GR0006                         *CURRENT SURVEY CONTROL
 GR0006  ___________________________________________________________________
 GR0006* NAD 83(1986)-  36 30 43.     (N)    114 22 33.     (W)     SCALED    
 GR0006* NAVD 88     -       578.079  (meters)    1896.58   (feet)  POSTED    
 GR0006  ___________________________________________________________________
 GR0006  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 GR0006  DYNAMIC HT  -         577.500 (meters)    1894.68  (feet)  COMP
 GR0006  MODELED GRAV-     979,620.9   (mgal)                       NAVD 88
 GR0006
 GR0006  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0006
 GR0006.The horizontal coordinates were scaled from a topographic map and have
 GR0006.an estimated accuracy of +/- 6 seconds.
 GR0006
 GR0006.The orthometric height was determined by differential leveling
 GR0006.and adjusted by the National Geodetic Survey in 1992..
 GR0006.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0006.rate of 0.0 thru 1.0 mm/km.
 GR0006
 GR0006.The geoid height was determined by GEOID03.
 GR0006
 GR0006.The dynamic height is computed by dividing the NAVD 88
 GR0006.geopotential number by the normal gravity value computed on the
 GR0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0006.degrees latitude (g = 980.6199 gals.).
 GR0006
 GR0006.The modeled gravity was interpolated from observed gravity values.
 GR0006
 GR0006;                    North         East    Units  Estimated Accuracy
 GR0006;SPC NV E     - 8,196,150.      308,160.      MT  (+/- 180 meters Scaled)
 GR0006
 GR0006                          SUPERSEDED SURVEY CONTROL
 GR0006
 GR0006  NGVD 29 (??/??/92)  577.421  (m)         1894.42   (f) ADJ UNCH    1 1
 GR0006
 GR0006.Superseded values are not recommended for survey control.
 GR0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0006.See file dsdata.txt to determine how the superseded data were derived.
 GR0006
 GR0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA349439(NAD 83)
 GR0006_MARKER: DB = BENCH MARK DISK
 GR0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0006_STAMPING: D 164 1935
 GR0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0006+STABILITY: SURFACE MOTION
 GR0006
 GR0006  HISTORY     - Date     Condition        Report By
 GR0006  HISTORY     - 1935     MONUMENTED       CGS
 GR0006  HISTORY     - 1950     GOOD             NGS
 GR0006  HISTORY     - 1979     GOOD             USGS
 GR0006
 GR0006                          STATION DESCRIPTION
 GR0006
 GR0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0006'9.6 MI E FROM OVERTON.
 GR0006'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT OVERTON,
 GR0006'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3 MILES NORTH
 GR0006'ALONG A GRADED ROAD, THENCE 2.7 MILES NORTHEAST ALONG A TRACK ROAD,
 GR0006'THENCE 5.3 MILES SOUTHEAST ACROSS MORMON MESA, ABOUT 65 YARDS
 GR0006'NORTHEAST OF THE WEST RIM, 14 FEET NORTHEAST OF THE CENTER LINE OF A
 GR0006'DIM TRACK ROAD, 4.0 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP
 GR0006'OF A CONCRETE POST PROJECTING 1.3 FOOT ABOVE THE GROUND.
 GR0006
 GR0006                          STATION RECOVERY (1979)
 GR0006
 GR0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0006'OVERTON POST OFFICE, 4 MI NORTH AND EAST ALONG ROAD TO MORMON MESA.
 GR0006'THENCE 5.8 MI SE ALONG TRACK RD ON MORMON MESA, 16 FT E OF CENTER
 GR0006'LINE OF TRACK RD., 4 FT NORTH OF A WITNESS POST, SET IN THE TOP OF A
 GR0006'CONCRETE POST. STANDARD TABLET STAMPED D 164 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0032 ***********************************************************************
 GR0032  DESIGNATION -  D 165
 GR0032  PID         -  GR0032
 GR0032  STATE/COUNTY-  NV/CLARK
 GR0032  USGS QUAD   -  OVERTON (1983)
 GR0032
 GR0032                         *CURRENT SURVEY CONTROL
 GR0032  ___________________________________________________________________
 GR0032* NAD 83(1986)-  36 32 54.     (N)    114 26 34.     (W)     SCALED    
 GR0032* NAVD 88     -       386.352  (meters)    1267.56   (feet)  POSTED    
 GR0032  ___________________________________________________________________
 GR0032  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 GR0032  DYNAMIC HT  -         385.980 (meters)    1266.34  (feet)  COMP
 GR0032  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 GR0032
 GR0032  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0032
 GR0032.The horizontal coordinates were scaled from a topographic map and have
 GR0032.an estimated accuracy of +/- 6 seconds.
 GR0032
 GR0032.The orthometric height was determined by differential leveling
 GR0032.and adjusted by the National Geodetic Survey in 1992..
 GR0032.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0032.rate of 0.0 thru 1.0 mm/km.
 GR0032
 GR0032.The geoid height was determined by GEOID03.
 GR0032
 GR0032.The dynamic height is computed by dividing the NAVD 88
 GR0032.geopotential number by the normal gravity value computed on the
 GR0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0032.degrees latitude (g = 980.6199 gals.).
 GR0032
 GR0032.The modeled gravity was interpolated from observed gravity values.
 GR0032
 GR0032;                    North         East    Units  Estimated Accuracy
 GR0032;SPC NV E     - 8,200,120.      302,110.      MT  (+/- 180 meters Scaled)
 GR0032
 GR0032                          SUPERSEDED SURVEY CONTROL
 GR0032
 GR0032  NGVD 29 (??/??/92)  385.699  (m)         1265.41   (f) ADJ UNCH    1 1
 GR0032
 GR0032.Superseded values are not recommended for survey control.
 GR0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0032.See file dsdata.txt to determine how the superseded data were derived.
 GR0032
 GR0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA288478(NAD 83)
 GR0032_MARKER: DB = BENCH MARK DISK
 GR0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0032_STAMPING: D 165 1935
 GR0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0032+STABILITY: SURFACE MOTION
 GR0032
 GR0032  HISTORY     - Date     Condition        Report By
 GR0032  HISTORY     - 1935     MONUMENTED       CGS
 GR0032  HISTORY     - 1949     GOOD             NGS
 GR0032  HISTORY     - 1978     MARK NOT FOUND   USGS
 GR0032
 GR0032                          STATION DESCRIPTION
 GR0032
 GR0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0032'0.6 MI N FROM OVERTON.
 GR0032'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT OVERTON,
 GR0032'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 0.3 MILE NORTH
 GR0032'ALONG A GRADED ROAD, ABOUT 97 YARDS SOUTH OF THE CENTER LINE OF A
 GR0032'DRIVEWAY LEADING EAST TO A FARMHOUSE, ABOUT 53 YARDS NORTHEAST OF AND
 GR0032'ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A WHITE FRAME HOUSE, 80
 GR0032'1/2 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM THE NORTH ONE OF TWO
 GR0032'24-INCH COTTONWOOD TREES, 39 1/2 FEET EAST OF THE CENTER LINE OF THE
 GR0032'ROAD, 1.6 FEET WEST OF A FENCE, IN LINE WITH A ROW OF SMALL TREES, 1.5
 GR0032'FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 GR0032'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 GR0032'THE GROUND.
 GR0032
 GR0032                          STATION RECOVERY (1978)
 GR0032
 GR0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GR0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0449 ***********************************************************************
 GR0449  DESIGNATION -  D 167
 GR0449  PID         -  GR0449
 GR0449  STATE/COUNTY-  NV/CLARK
 GR0449  USGS QUAD   -  GOVERNMENT WASH (1970)
 GR0449
 GR0449                         *CURRENT SURVEY CONTROL
 GR0449  ___________________________________________________________________
 GR0449* NAD 83(1986)-  36 12 49.     (N)    114 51 06.     (W)     SCALED    
 GR0449* NAVD 88     -       533.673  (meters)    1750.89   (feet)  POSTED    
 GR0449  ___________________________________________________________________
 GR0449  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 GR0449  DYNAMIC HT  -         533.150 (meters)    1749.18  (feet)  COMP
 GR0449  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 GR0449
 GR0449  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0449
 GR0449.The horizontal coordinates were scaled from a topographic map and have
 GR0449.an estimated accuracy of +/- 6 seconds.
 GR0449
 GR0449.The orthometric height was determined by differential leveling
 GR0449.and adjusted by the National Geodetic Survey in 1992..
 GR0449.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0449.rate of 0.0 thru 1.0 mm/km.
 GR0449
 GR0449.The geoid height was determined by GEOID03.
 GR0449
 GR0449.The dynamic height is computed by dividing the NAVD 88
 GR0449.geopotential number by the normal gravity value computed on the
 GR0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0449.degrees latitude (g = 980.6199 gals.).
 GR0449
 GR0449.The modeled gravity was interpolated from observed gravity values.
 GR0449
 GR0449;                    North         East    Units  Estimated Accuracy
 GR0449;SPC NV E     - 8,162,620.      265,790.      MT  (+/- 180 meters Scaled)
 GR0449
 GR0449                          SUPERSEDED SURVEY CONTROL
 GR0449
 GR0449  NGVD 29 (??/??/92)  533.000  (m)         1748.68   (f) ADJ UNCH    1 1
 GR0449
 GR0449.Superseded values are not recommended for survey control.
 GR0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0449.See file dsdata.txt to determine how the superseded data were derived.
 GR0449
 GR0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA931097(NAD 83)
 GR0449_MARKER: DB = BENCH MARK DISK
 GR0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0449_STAMPING: D 167 1935
 GR0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0449+STABILITY: SURFACE MOTION
 GR0449
 GR0449  HISTORY     - Date     Condition        Report By
 GR0449  HISTORY     - 1935     MONUMENTED       CGS
 GR0449  HISTORY     - 1963     GOOD             NGS
 GR0449
 GR0449                          STATION DESCRIPTION
 GR0449
 GR0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0449'12.2 MI S FROM APEX SIDING.
 GR0449'9.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM APEX SIDING, THENCE 2.6
 GR0449'MILES EAST ALONG A TRACK ROAD, 0.2 MILE EAST OF THE JUNCTION OF A DIRT
 GR0449'ROAD LEADING SOUTH, ABOUT 68 YARDS SOUTHEAST OF THE APPROXIMATE CENTER
 GR0449'OF A LONG LOW RIDGE, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.1
 GR0449'FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 GR0449'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0537 ***********************************************************************
 GR0537  DESIGNATION -  D 168
 GR0537  PID         -  GR0537
 GR0537  STATE/COUNTY-  NV/CLARK
 GR0537  USGS QUAD   -  BOULDER BEACH (1970)
 GR0537
 GR0537                         *CURRENT SURVEY CONTROL
 GR0537  ___________________________________________________________________
 GR0537* NAD 83(1986)-  36 00 40.     (N)    114 45 58.     (W)     SCALED    
 GR0537* NAVD 88     -       546.973  (meters)    1794.53   (feet)  ADJUSTED  
 GR0537  ___________________________________________________________________
 GR0537  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR0537  DYNAMIC HT  -         546.428 (meters)    1792.74  (feet)  COMP
 GR0537  MODELED GRAV-     979,618.7   (mgal)                       NAVD 88
 GR0537
 GR0537  VERT ORDER  -  FIRST     CLASS I
 GR0537
 GR0537.The horizontal coordinates were scaled from a topographic map and have
 GR0537.an estimated accuracy of +/- 6 seconds.
 GR0537
 GR0537.The orthometric height was determined by differential leveling
 GR0537.and adjusted by the National Geodetic Survey in June 1991..
 GR0537
 GR0537.The geoid height was determined by GEOID03.
 GR0537
 GR0537.The dynamic height is computed by dividing the NAVD 88
 GR0537.geopotential number by the normal gravity value computed on the
 GR0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0537.degrees latitude (g = 980.6199 gals.).
 GR0537
 GR0537.The modeled gravity was interpolated from observed gravity values.
 GR0537
 GR0537;                    North         East    Units  Estimated Accuracy
 GR0537;SPC NV E     - 8,140,210.      273,670.      MT  (+/- 180 meters Scaled)
 GR0537
 GR0537                          SUPERSEDED SURVEY CONTROL
 GR0537
 GR0537  NGVD 29 (??/??/92)  546.275  (m)         1792.24   (f) ADJ UNCH    1 1
 GR0537
 GR0537.Superseded values are not recommended for survey control.
 GR0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0537.See file dsdata.txt to determine how the superseded data were derived.
 GR0537
 GR0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV013874(NAD 83)
 GR0537_MARKER: DB = BENCH MARK DISK
 GR0537_SETTING: 66 = SET IN ROCK OUTCROP
 GR0537_SP_SET: ROCK CLIFF
 GR0537_STAMPING: D 168 1935
 GR0537_MARK LOGO: CGS   
 GR0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0537+STABILITY: POSITION/ELEVATION WELL
 GR0537
 GR0537  HISTORY     - Date     Condition        Report By
 GR0537  HISTORY     - 1935     MONUMENTED       CGS
 GR0537  HISTORY     - 1950     GOOD             NGS
 GR0537  HISTORY     - 1963     GOOD             NGS
 GR0537  HISTORY     - 1981     GOOD             NGS
 GR0537  HISTORY     - 19961102 GOOD             USPSQD
 GR0537
 GR0537                          STATION DESCRIPTION
 GR0537
 GR0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0537'2.5 MI W FROM HOOVER DAM.
 GR0537'2.5 MILES WEST ALONG U.S. HIGHWAY 93 FROM THE NORTHWEST (NEVADA) END
 GR0537'OF HOOVER DAM, ABOUT 135 YARDS WEST OF A POINT WHERE A POWER
 GR0537'TRANSMISSION LINE CROSSES THE HIGHWAY AT THE WEST END OF A SHARP CURVE
 GR0537'THROUGH A ROCKY CUT, SET VERTICALLY IN THE SOUTH ROCK FACE OF A HIGH
 GR0537'ROCKY CLIFF, 35.8 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 GR0537'6 FEET HIGHER THAN THE HIGHWAY, AND MARKED BY THE WHITE PAINTED
 GR0537'LETTERS B M.
 GR0537
 GR0537                          STATION RECOVERY (1963)
 GR0537
 GR0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0537'RECOVERED IN GOOD CONDITION.
 GR0537
 GR0537                          STATION RECOVERY (1981)
 GR0537
 GR0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0537'RECOVERED IN GOOD CONDITION.
 GR0537
 GR0537                          STATION RECOVERY (1996)
 GR0537
 GR0537'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0540 ***********************************************************************
 GR0540  DESIGNATION -  D 169
 GR0540  PID         -  GR0540
 GR0540  STATE/COUNTY-  NV/CLARK
 GR0540  USGS QUAD   -  BOULDER BEACH (1970)
 GR0540
 GR0540                         *CURRENT SURVEY CONTROL
 GR0540  ___________________________________________________________________
 GR0540* NAD 83(1999)-  36 00 52.21196(N)    114 45 27.94046(W)     ADJUSTED  
 GR0540* NAVD 88     -       480.395  (meters)    1576.10   (feet)  ADJUSTED  
 GR0540  ___________________________________________________________________
 GR0540  EPOCH DATE  -        1999.37
 GR0540  X           -  -2,163,188.127 (meters)                     COMP
 GR0540  Y           -  -4,690,646.488 (meters)                     COMP
 GR0540  Z           -   3,729,759.330 (meters)                     COMP
 GR0540  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 GR0540  ELLIP HEIGHT-         452.12  (meters)          (05/16/00) GPS OBS
 GR0540  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0540  DYNAMIC HT  -         479.917 (meters)    1574.53  (feet)  COMP
 GR0540  MODELED GRAV-     979,623.3   (mgal)                       NAVD 88
 GR0540
 GR0540  HORZ ORDER  -  A
 GR0540  VERT ORDER  -  FIRST     CLASS I
 GR0540  ELLP ORDER  -  FOURTH    CLASS I
 GR0540
 GR0540.The horizontal coordinates were established by GPS observations
 GR0540.and adjusted by the National Geodetic Survey in May 2000..
 GR0540.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 GR0540.DATUM ITEM on the data sheet items page.
 GR0540.The horizontal coordinates are valid at the epoch date displayed above.
 GR0540.The epoch date for horizontal control is a decimal equivalence
 GR0540.of Year/Month/Day.
 GR0540
 GR0540.The orthometric height was determined by differential leveling
 GR0540.and adjusted by the National Geodetic Survey in June 1991..
 GR0540
 GR0540.Photographs are available for this station.
 GR0540
 GR0540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GR0540
 GR0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0540
 GR0540.The ellipsoidal height was determined by GPS observations
 GR0540.and is referenced to NAD 83.
 GR0540
 GR0540.The geoid height was determined by GEOID03.
 GR0540
 GR0540.The dynamic height is computed by dividing the NAVD 88
 GR0540.geopotential number by the normal gravity value computed on the
 GR0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0540.degrees latitude (g = 980.6199 gals.).
 GR0540
 GR0540.The modeled gravity was interpolated from observed gravity values.
 GR0540
 GR0540;                    North         East     Units Scale Factor Converg.
 GR0540;SPC NV E     - 8,140,594.840   274,416.352   MT  0.99996821   +0 29 07.6
 GR0540;SPC NV E     -26,707,934.90    900,314.31   sFT  0.99996821   +0 29 07.6
 GR0540;UTM  11      - 3,987,882.621   702,066.693   MT  1.00010314   +1 19 07.9
 GR0540
 GR0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0540!SPC NV E     -   0.99992905  x   0.99996821  =   0.99989726
 GR0540!UTM  11      -   0.99992905  x   1.00010314  =   1.00003218
 GR0540
 GR0540                          SUPERSEDED SURVEY CONTROL
 GR0540
 GR0540  NAVD 88 (05/16/00)  480.39   (m)         1576.1    (f) LEVELING    3  
 GR0540  NGVD 29 (??/??/92)  479.704  (m)         1573.83   (f) ADJ UNCH    1 1
 GR0540
 GR0540.Superseded values are not recommended for survey control.
 GR0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0540.See file dsdata.txt to determine how the superseded data were derived.
 GR0540
 GR0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0206787883(NAD 83)
 GR0540_MARKER: DD = SURVEY DISK
 GR0540_SETTING: 66 = SET IN ROCK OUTCROP
 GR0540_SP_SET: OUTCROP
 GR0540_STAMPING: D 169 1935
 GR0540_MARK LOGO: CGS   
 GR0540_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR0540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0540+STABILITY: POSITION/ELEVATION WELL
 GR0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0540+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2002
 GR0540
 GR0540  HISTORY     - Date     Condition        Report By
 GR0540  HISTORY     - 1935     MONUMENTED       CGS
 GR0540  HISTORY     - 1950     GOOD             NGS
 GR0540  HISTORY     - 1963     GOOD             NGS
 GR0540  HISTORY     - 1981     GOOD             NGS
 GR0540  HISTORY     - 19961102 GOOD             USPSQD
 GR0540  HISTORY     - 19991008 GOOD             NGS
 GR0540  HISTORY     - 20010404 GOOD             JCLS
 GR0540  HISTORY     - 20020112 GOOD             JCLS
 GR0540
 GR0540                          STATION DESCRIPTION
 GR0540
 GR0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0540'1.7 MI W FROM HOOVER DAM.
 GR0540'1.7 MILES WEST ALONG U.S. HIGHWAY 93 FROM THE NORTHWEST (NEVADA) END
 GR0540'OF HOOVER DAM, THENCE ABOUT 75 YARDS SOUTHWEST ALONG THE LOWER PORTAL
 GR0540'ROAD, ABOUT 170 YARDS SOUTHWEST OF AND ACROSS THE HIGHWAY FROM THE
 GR0540'SOUTH CORNER OF A LARGE CORRUGATED METAL BUILDING (U. S. BUREAU OF
 GR0540'RECLAMATION WAREHOUSE NO. 2), 124.5 FEET SOUTHWEST OF THE CENTER OF A
 GR0540'GATE ACROSS THE LOWER PORTAL ROAD, IN THE TOP OF AN OUTCROP IN A DIRT
 GR0540'AND ROCK CUT, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT
 GR0540'4 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B
 GR0540'M.
 GR0540
 GR0540                          STATION RECOVERY (1963)
 GR0540
 GR0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0540'RECOVERED IN GOOD CONDITION.
 GR0540
 GR0540                          STATION RECOVERY (1981)
 GR0540
 GR0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0540'RECOVERED IN GOOD CONDITION.
 GR0540
 GR0540                          STATION RECOVERY (1996)
 GR0540
 GR0540'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0540'RECOVERED IN GOOD CONDITION.
 GR0540
 GR0540                          STATION RECOVERY (1999)
 GR0540
 GR0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 GR0540'RECOVERED AS DESCRIBED.
 GR0540
 GR0540                          STATION RECOVERY (2001)
 GR0540
 GR0540'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 GR0540' 
 GR0540' 
 GR0540
 GR0540                          STATION RECOVERY (2002)
 GR0540
 GR0540'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 GR0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0073 ***********************************************************************
 GS0073  DESIGNATION -  D 17
 GS0073  PID         -  GS0073
 GS0073  STATE/COUNTY-  NV/NYE
 GS0073  USGS QUAD   -  SPECTER RANGE SW (1984)
 GS0073
 GS0073                         *CURRENT SURVEY CONTROL
 GS0073  ___________________________________________________________________
 GS0073* NAD 83(1986)-  36 35 09.     (N)    116 12 58.     (W)     SCALED    
 GS0073* NAVD 88     -       841.129  (meters)    2759.60   (feet)  ADJUSTED  
 GS0073  ___________________________________________________________________
 GS0073  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 GS0073  DYNAMIC HT  -         840.271 (meters)    2756.79  (feet)  COMP
 GS0073  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 GS0073
 GS0073  VERT ORDER  -  FIRST     CLASS II
 GS0073
 GS0073.The horizontal coordinates were scaled from a topographic map and have
 GS0073.an estimated accuracy of +/- 6 seconds.
 GS0073
 GS0073.The orthometric height was determined by differential leveling
 GS0073.and adjusted by the National Geodetic Survey in June 1991..
 GS0073
 GS0073.The geoid height was determined by GEOID03.
 GS0073
 GS0073.The dynamic height is computed by dividing the NAVD 88
 GS0073.geopotential number by the normal gravity value computed on the
 GS0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0073.degrees latitude (g = 980.6199 gals.).
 GS0073
 GS0073.The modeled gravity was interpolated from observed gravity values.
 GS0073
 GS0073;                    North         East    Units  Estimated Accuracy
 GS0073;SPC NV C     - 6,203,770.      540,320.      MT  (+/- 180 meters Scaled)
 GS0073
 GS0073                          SUPERSEDED SURVEY CONTROL
 GS0073
 GS0073  NGVD 29 (05/01/91)  840.331  (m)         2756.99   (f) ADJUSTED    1 2
 GS0073
 GS0073.Superseded values are not recommended for survey control.
 GS0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0073.See file dsdata.txt to determine how the superseded data were derived.
 GS0073
 GS0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA701492(NAD 83)
 GS0073_MARKER: DB = BENCH MARK DISK
 GS0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0073_STAMPING: 2756.986
 GS0073_MARK LOGO: CGS   
 GS0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0073+STABILITY: SURFACE MOTION
 GS0073
 GS0073  HISTORY     - Date     Condition        Report By
 GS0073  HISTORY     - UNK      MONUMENTED       CGS
 GS0073  HISTORY     - 1952     GOOD             DOD
 GS0073  HISTORY     - 1982     GOOD             NGS
 GS0073
 GS0073                          STATION DESCRIPTION
 GS0073
 GS0073'DESCRIBED BY US DEPARTMENT OF DEFENSE 1952
 GS0073'10.9 MI E FROM LATHROP WELLS.
 GS0073'10.9 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF THE
 GS0073'Y-JUNCTION OF STATE HIGHWAY 29 AT LATHROP WELLS, 590 FEET NORTH
 GS0073'OF THE CENTERLINE OF THE HIGHWAY, ON THE OLD HIGHWAY, 45 FEET
 GS0073'SOUTH-SOUTHWEST OF THE INTERSECTING CENTERLINES OF A
 GS0073'NORTHEAST-AND-SOUTHWEST TRAIL AND THE OLD HIGHWAY WHICH HAS BEEN
 GS0073'ABANDONED.  A STANDARD DISK, STAMPED 2756.986 AND SET IN THE
 GS0073'TOP OF A CONCRETE POST PROJECTING 1.4 FEET ABOVE GROUND.
 GS0073
 GS0073                          STATION RECOVERY (1982)
 GS0073
 GS0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GS0073'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GS0073'17.6 KM (11.0 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 GS0073'HIGHWAY 373 IN LATHROP WELLS, 0.33 KM (0.2 MI) WEST OF MILEPOST 19,
 GS0073'181.5 METERS (595 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 120.5
 GS0073'METERS (395 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, 114.7 METERS (376
 GS0073'FT) NORTHEAST OF TELEPHONE POLE 3180, 13.05 METERS (43 FT) SOUTHWEST
 GS0073'OF THE CENTER OF THE OLD HIGHWAY BED, 11.4 METERS (37.5 FT) NORTHWEST
 GS0073'OF THE TOP OF THE NORTHWEST BANK OF A DRY WASH, 4.1 METERS (13.5 FT)
 GS0073'EAST OF THE CENTER OF A DIM TRACK ROAD.NOTE--PIPE PROJECTS 45 CM
 GS0073'ABOVE THE GROUND, DEPTH UNKNOWN.
 GS0073'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 GS0073'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1082 ***********************************************************************
 GR1082  DESIGNATION -  D 170
 GR1082  PID         -  GR1082
 GR1082  STATE/COUNTY-  NV/CLARK
 GR1082  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1082
 GR1082                         *CURRENT SURVEY CONTROL
 GR1082  ___________________________________________________________________
 GR1082* NAD 83(1986)-  36 04 34.     (N)    115 11 58.     (W)     SCALED    
 GR1082* NAVD 88     -       697.609  (meters)    2288.74   (feet)  ADJUSTED  
 GR1082  ___________________________________________________________________
 GR1082  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GR1082  DYNAMIC HT  -         696.893 (meters)    2286.39  (feet)  COMP
 GR1082  MODELED GRAV-     979,584.8   (mgal)                       NAVD 88
 GR1082
 GR1082  VERT ORDER  -  FIRST     CLASS II
 GR1082
 GR1082.The horizontal coordinates were scaled from a topographic map and have
 GR1082.an estimated accuracy of +/- 6 seconds.
 GR1082
 GR1082.The orthometric height was determined by differential leveling
 GR1082.and adjusted by the National Geodetic Survey in June 1991..
 GR1082
 GR1082.The geoid height was determined by GEOID03.
 GR1082
 GR1082.The dynamic height is computed by dividing the NAVD 88
 GR1082.geopotential number by the normal gravity value computed on the
 GR1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1082.degrees latitude (g = 980.6199 gals.).
 GR1082
 GR1082.The modeled gravity was interpolated from observed gravity values.
 GR1082
 GR1082;                    North         East    Units  Estimated Accuracy
 GR1082;SPC NV E     - 8,147,180.      234,580.      MT  (+/- 180 meters Scaled)
 GR1082
 GR1082                          SUPERSEDED SURVEY CONTROL
 GR1082
 GR1082  NGVD 29 (??/??/92)  696.903  (m)         2286.42   (f) ADJ UNCH    1 2
 GR1082
 GR1082.Superseded values are not recommended for survey control.
 GR1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1082.See file dsdata.txt to determine how the superseded data were derived.
 GR1082
 GR1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV621938(NAD 83)
 GR1082_MARKER: DB = BENCH MARK DISK
 GR1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1082_STAMPING: D 170 1935
 GR1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1082+STABILITY: SURFACE MOTION
 GR1082
 GR1082  HISTORY     - Date     Condition        Report By
 GR1082  HISTORY     - 1935     MONUMENTED       CGS
 GR1082  HISTORY     - 1949     GOOD             NGS
 GR1082  HISTORY     - 1966     GOOD             NGS
 GR1082  HISTORY     - 1980     GOOD             NGS
 GR1082  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1082
 GR1082                          STATION DESCRIPTION
 GR1082
 GR1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR1082'7.3 MI S FROM LAS VEGAS.
 GR1082'7.3 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1082'LAS VEGAS, 7 RAILS SOUTH OF THE SOUTH END OF A SIDE TRACK, 5 RAILS
 GR1082'NORTH OF A SIGN READING BRACKEN ONE MILE, 49.8 FEET EAST OF THE EAST
 GR1082'RAIL, 10 1/2 FEET NORTH OF MILE POLE 327, ABOUT 3 1/2 FEET LOWER THAN
 GR1082'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 GR1082'ABOVE THE GROUND.
 GR1082
 GR1082                          STATION RECOVERY (1966)
 GR1082
 GR1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GR1082'RECOVERED IN GOOD CONDITION.
 GR1082
 GR1082                          STATION RECOVERY (1980)
 GR1082
 GR1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1082'RECOVERED IN GOOD CONDITION.
 GR1082
 GR1082                          STATION RECOVERY (1996)
 GR1082
 GR1082'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0936 ***********************************************************************
 GR0936  DESIGNATION -  D 171
 GR0936  PID         -  GR0936
 GR0936  STATE/COUNTY-  NV/CLARK
 GR0936  USGS QUAD   -  VALLEY (1982)
 GR0936
 GR0936                         *CURRENT SURVEY CONTROL
 GR0936  ___________________________________________________________________
 GR0936* NAD 83(1986)-  36 17 59.     (N)    115 01 15.     (W)     SCALED    
 GR0936* NAVD 88     -       665.275  (meters)    2182.66   (feet)  ADJUSTED  
 GR0936  ___________________________________________________________________
 GR0936  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 GR0936  DYNAMIC HT  -         664.594 (meters)    2180.42  (feet)  COMP
 GR0936  MODELED GRAV-     979,588.7   (mgal)                       NAVD 88
 GR0936
 GR0936  VERT ORDER  -  FIRST     CLASS I
 GR0936
 GR0936.The horizontal coordinates were scaled from a topographic map and have
 GR0936.an estimated accuracy of +/- 6 seconds.
 GR0936
 GR0936.The orthometric height was determined by differential leveling
 GR0936.and adjusted by the National Geodetic Survey in June 1991..
 GR0936
 GR0936.The geoid height was determined by GEOID03.
 GR0936
 GR0936.The dynamic height is computed by dividing the NAVD 88
 GR0936.geopotential number by the normal gravity value computed on the
 GR0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0936.degrees latitude (g = 980.6199 gals.).
 GR0936
 GR0936.The modeled gravity was interpolated from observed gravity values.
 GR0936
 GR0936;                    North         East    Units  Estimated Accuracy
 GR0936;SPC NV E     - 8,172,070.      250,520.      MT  (+/- 180 meters Scaled)
 GR0936
 GR0936                          SUPERSEDED SURVEY CONTROL
 GR0936
 GR0936  NGVD 29 (??/??/92)  664.538  (m)         2180.24   (f) ADJ UNCH    1 1
 GR0936
 GR0936.Superseded values are not recommended for survey control.
 GR0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0936.See file dsdata.txt to determine how the superseded data were derived.
 GR0936
 GR0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA777190(NAD 83)
 GR0936_MARKER: DB = BENCH MARK DISK
 GR0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0936_STAMPING: D 171 1935
 GR0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0936+STABILITY: SURFACE MOTION
 GR0936
 GR0936  HISTORY     - Date     Condition        Report By
 GR0936  HISTORY     - 1935     MONUMENTED       CGS
 GR0936  HISTORY     - 1950     GOOD             NGS
 GR0936  HISTORY     - 1963     GOOD             NGS
 GR0936  HISTORY     - 1980     GOOD             NGS
 GR0936  HISTORY     - 1981     GOOD             LOCSUR
 GR0936
 GR0936                          STATION DESCRIPTION
 GR0936
 GR0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0936'12.2 MI NE FROM LAS VEGAS.
 GR0936'12.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0936'AT LAS VEGAS, 11 RAILS SOUTHWEST OF A SIGNAL AND INSTRUMENT HOUSE, 125
 GR0936'FEET SOUTHEAST OF AND DIRECTLY ACROSS THE TRACKS FROM MILEPOLE 346, 76
 GR0936'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 65 FEET SOUTH
 GR0936'OF A POWER LINE POLE, 2.2 FEET NORTHWEST OF A WITNESS POST, ABOUT 8
 GR0936'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 GR0936'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR0936
 GR0936                          STATION RECOVERY (1963)
 GR0936
 GR0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0936'RECOVERED IN GOOD CONDITION.
 GR0936
 GR0936                          STATION RECOVERY (1980)
 GR0936
 GR0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR0936'RECOVERED IN GOOD CONDITION.
 GR0936
 GR0936                          STATION RECOVERY (1981)
 GR0936
 GR0936'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 GR0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0497 ***********************************************************************
 GR0497  DESIGNATION -  D 172
 GR0497  PID         -  GR0497
 GR0497  STATE/COUNTY-  NV/CLARK
 GR0497  USGS QUAD   -  BOULDER CANYON (1983)
 GR0497
 GR0497                         *CURRENT SURVEY CONTROL
 GR0497  ___________________________________________________________________
 GR0497* NAD 83(1986)-  36 11 07.     (N)    114 33 59.     (W)     SCALED    
 GR0497* NAVD 88     -       443.704  (meters)    1455.72   (feet)  POSTED    
 GR0497  ___________________________________________________________________
 GR0497  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 GR0497  DYNAMIC HT  -         443.280 (meters)    1454.33  (feet)  COMP
 GR0497  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 GR0497
 GR0497  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0497
 GR0497.The horizontal coordinates were scaled from a topographic map and have
 GR0497.an estimated accuracy of +/- 6 seconds.
 GR0497
 GR0497.The orthometric height was determined by differential leveling
 GR0497.and adjusted by the National Geodetic Survey in 1992..
 GR0497.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0497.rate of 0.0 thru 1.0 mm/km.
 GR0497
 GR0497.The geoid height was determined by GEOID03.
 GR0497
 GR0497.The dynamic height is computed by dividing the NAVD 88
 GR0497.geopotential number by the normal gravity value computed on the
 GR0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0497.degrees latitude (g = 980.6199 gals.).
 GR0497
 GR0497.The modeled gravity was interpolated from observed gravity values.
 GR0497
 GR0497;                    North         East    Units  Estimated Accuracy
 GR0497;SPC NV E     - 8,159,710.      291,470.      MT  (+/- 180 meters Scaled)
 GR0497
 GR0497                          SUPERSEDED SURVEY CONTROL
 GR0497
 GR0497  NGVD 29 (??/??/92)  443.022  (m)         1453.48   (f) ADJ UNCH    1 1
 GR0497
 GR0497.Superseded values are not recommended for survey control.
 GR0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0497.See file dsdata.txt to determine how the superseded data were derived.
 GR0497
 GR0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA188072(NAD 83)
 GR0497_MARKER: DB = BENCH MARK DISK
 GR0497_SETTING: 66 = SET IN ROCK OUTCROP
 GR0497_SP_SET: BLACK OUTCROP
 GR0497_STAMPING: D 172 1935
 GR0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0497+STABILITY: POSITION/ELEVATION WELL
 GR0497
 GR0497  HISTORY     - Date     Condition        Report By
 GR0497  HISTORY     - 1935     MONUMENTED       CGS
 GR0497  HISTORY     - 1950     GOOD             NGS
 GR0497  HISTORY     - 1963     GOOD             NGS
 GR0497
 GR0497                          STATION DESCRIPTION
 GR0497
 GR0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0497'1.4 MI NW FROM MOUTH OF BOULDER WASH.
 GR0497'1.4 MILES NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0497'WASH, IN BOULDER WASH, IN A BLACK OUTCROP AT THE BASE OF THE NORTHEAST
 GR0497'BANK OF THE WASH, ABOUT 15 YARDS WEST OF A SMALL PROMINENT RED CLAY
 GR0497'BANK, ABOUT 1 FOOT HIGHER THAN THE BED OF THE WASH, AND MARKED BY THE
 GR0497'WHITE PAINTED LETTERS BM.  NOTE-- THERE IS NO REMAINING DEFINITE ROAD
 GR0497'AT THIS POINT.
 GR0497
 GR0497                          STATION RECOVERY (1963)
 GR0497
 GR0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0572 ***********************************************************************
 GR0572  DESIGNATION -  D 174
 GR0572  PID         -  GR0572
 GR0572  STATE/COUNTY-  NV/CLARK
 GR0572  USGS QUAD   -  HOOVER DAM (1997)
 GR0572
 GR0572                         *CURRENT SURVEY CONTROL
 GR0572  ___________________________________________________________________
 GR0572* NAD 83(1986)-  36 00 52.     (N)    114 44 29.     (W)     SCALED    
 GR0572* NAVD 88     -       386.328  (meters)    1267.48   (feet)  ADJUSTED  
 GR0572  ___________________________________________________________________
 GR0572  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0572  DYNAMIC HT  -         385.949 (meters)    1266.23  (feet)  COMP
 GR0572  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 GR0572
 GR0572  VERT ORDER  -  FIRST     CLASS I
 GR0572
 GR0572.The horizontal coordinates were scaled from a topographic map and have
 GR0572.an estimated accuracy of +/- 6 seconds.
 GR0572
 GR0572.The orthometric height was determined by differential leveling
 GR0572.and adjusted by the National Geodetic Survey in June 1991..
 GR0572
 GR0572.The geoid height was determined by GEOID03.
 GR0572
 GR0572.The dynamic height is computed by dividing the NAVD 88
 GR0572.geopotential number by the normal gravity value computed on the
 GR0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0572.degrees latitude (g = 980.6199 gals.).
 GR0572
 GR0572.The modeled gravity was interpolated from observed gravity values.
 GR0572
 GR0572;                    North         East    Units  Estimated Accuracy
 GR0572;SPC NV E     - 8,140,600.      275,890.      MT  (+/- 180 meters Scaled)
 GR0572
 GR0572                          SUPERSEDED SURVEY CONTROL
 GR0572
 GR0572  NGVD 29 (??/??/92)  385.618  (m)         1265.15   (f) ADJ UNCH    1 1
 GR0572
 GR0572.Superseded values are not recommended for survey control.
 GR0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0572.See file dsdata.txt to determine how the superseded data were derived.
 GR0572
 GR0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV035879(NAD 83)
 GR0572_MARKER: DB = BENCH MARK DISK
 GR0572_SETTING: 80 = SET IN A BOULDER
 GR0572_SP_SET: BOULDER
 GR0572_STAMPING: D 174 1935
 GR0572_MARK LOGO: CGS   
 GR0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0572+STABILITY: SURFACE MOTION
 GR0572
 GR0572  HISTORY     - Date     Condition        Report By
 GR0572  HISTORY     - 1935     MONUMENTED       CGS
 GR0572  HISTORY     - 1950     GOOD             NGS
 GR0572  HISTORY     - 1963     GOOD             NGS
 GR0572  HISTORY     - 1981     GOOD             NGS
 GR0572  HISTORY     - 1990     GOOD             USPSQD
 GR0572  HISTORY     - 19961102 GOOD             USPSQD
 GR0572
 GR0572                          STATION DESCRIPTION
 GR0572
 GR0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0572'0.2 MI SW FROM HOOVER DAM.
 GR0572'0.2 MILE SOUTHWEST ALONG U. S. HIGHWAY 93 FROM THE NORTHWEST (NEVADA)
 GR0572'END OF HOOVER DAM, IN THE TOP OF A BOULDER MARKED BY THE WHITE PAINTED
 GR0572'LETTERS B M, 4.4 FEET EAST OF THE NORTHEAST CORNER OF THE CEMENT STONE
 GR0572'MASONRY BASE FOR THE NORTHEAST LEG OF A LARGE STEEL TOWER FOR THE
 GR0572'GOVERNMENT CABLEWAY, 46.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 GR0572'22 1/2 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING WEST,
 GR0572'AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
 GR0572
 GR0572                          STATION RECOVERY (1963)
 GR0572
 GR0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0572'RECOVERED IN GOOD CONDITION.
 GR0572
 GR0572                          STATION RECOVERY (1981)
 GR0572
 GR0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0572'RECOVERED IN GOOD CONDITION.  ADD--4.4 METERS (14.5 FT) WEST OF A SIGN
 GR0572'READING WELCOME TO NEVADA RECREATION UNLIMITED.
 GR0572
 GR0572                          STATION RECOVERY (1990)
 GR0572
 GR0572'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0572'RECOVERED IN GOOD CONDITION.
 GR0572
 GR0572                          STATION RECOVERY (1996)
 GR0572
 GR0572'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0349 ***********************************************************************
 GR0349  DESIGNATION -  D 175
 GR0349  PID         -  GR0349
 GR0349  STATE/COUNTY-  NV/CLARK
 GR0349  USGS QUAD   -  GOLD BUTTE (1984)
 GR0349
 GR0349                         *CURRENT SURVEY CONTROL
 GR0349  ___________________________________________________________________
 GR0349* NAD 83(1986)-  36 17 21.     (N)    114 12 59.     (W)     SCALED    
 GR0349* NAVD 88     -      1050.511  (meters)    3446.55   (feet)  POSTED    
 GR0349  ___________________________________________________________________
 GR0349  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GR0349  DYNAMIC HT  -        1049.420 (meters)    3442.97  (feet)  COMP
 GR0349  MODELED GRAV-     979,552.9   (mgal)                       NAVD 88
 GR0349
 GR0349  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0349
 GR0349.The horizontal coordinates were scaled from a topographic map and have
 GR0349.an estimated accuracy of +/- 6 seconds.
 GR0349
 GR0349.The orthometric height was determined by differential leveling
 GR0349.and adjusted by the National Geodetic Survey in 1992..
 GR0349.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0349.rate of 0.0 thru 1.0 mm/km.
 GR0349
 GR0349.The geoid height was determined by GEOID03.
 GR0349
 GR0349.The dynamic height is computed by dividing the NAVD 88
 GR0349.geopotential number by the normal gravity value computed on the
 GR0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0349.degrees latitude (g = 980.6199 gals.).
 GR0349
 GR0349.The modeled gravity was interpolated from observed gravity values.
 GR0349
 GR0349;                    North         East    Units  Estimated Accuracy
 GR0349;SPC NV E     - 8,171,620.      322,790.      MT  (+/- 180 meters Scaled)
 GR0349
 GR0349                          SUPERSEDED SURVEY CONTROL
 GR0349
 GR0349  NGVD 29 (??/??/92) 1049.786  (m)         3444.17   (f) ADJ UNCH    1 1
 GR0349
 GR0349.Superseded values are not recommended for survey control.
 GR0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0349.See file dsdata.txt to determine how the superseded data were derived.
 GR0349
 GR0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA499196(NAD 83)
 GR0349_MARKER: DB = BENCH MARK DISK
 GR0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0349_STAMPING: D 175 1935
 GR0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0349+STABILITY: SURFACE MOTION
 GR0349
 GR0349  HISTORY     - Date     Condition        Report By
 GR0349  HISTORY     - 1935     MONUMENTED       CGS
 GR0349  HISTORY     - 1950     GOOD             NGS
 GR0349  HISTORY     - 1979     GOOD             USGS
 GR0349
 GR0349                          STATION DESCRIPTION
 GR0349
 GR0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0349'1.1 MI NW FROM GOLD BUTTE RANCHHOUSE.
 GR0349'1.1 MILES NORTHWEST ALONG AN ABANDONED ROAD AND GOLD BUTTE WASH FROM
 GR0349'THE GOLD BUTTE RANCHHOUSE, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GR0349'ROAD, 32 FEET EAST OF THE TOP OF THE EAST BANK OF THE WASH, 2.6 FEET
 GR0349'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 GR0349'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 GR0349
 GR0349                          STATION RECOVERY (1979)
 GR0349
 GR0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0349'1.1 MILES NORTHWEST OF THE ROAD JUNCTION AT GOLD BUTTE, ALONG THE
 GR0349'ROAD TOWARDS GOLD BUTTE WASH, ABOUT 250 FEET WEST OF THE ROAD, ON
 GR0349'SOUTH EDGE OF A PROSPECT HOLE, 32 FEET SOUTHWEST OF AN OLD ROAD, 32
 GR0349'FEET EAST OF THE TOP OF THE EAST BANK OF A WASH AND SET IN THE TOP OF
 GR0349'A CONCRETE POST PROJECTING 0.3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0317 ***********************************************************************
 GR0317  DESIGNATION -  D 176
 GR0317  PID         -  GR0317
 GR0317  STATE/COUNTY-  NV/CLARK
 GR0317  USGS QUAD   -  JUMBO PEAK (1983)
 GR0317
 GR0317                         *CURRENT SURVEY CONTROL
 GR0317  ___________________________________________________________________
 GR0317* NAD 83(1986)-  36 07 59.     (N)    114 11 13.     (W)     SCALED    
 GR0317* NAVD 88     -       732.748  (meters)    2404.02   (feet)  POSTED    
 GR0317  ___________________________________________________________________
 GR0317  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 GR0317  DYNAMIC HT  -         732.000 (meters)    2401.57  (feet)  COMP
 GR0317  MODELED GRAV-     979,585.0   (mgal)                       NAVD 88
 GR0317
 GR0317  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0317
 GR0317.The horizontal coordinates were scaled from a topographic map and have
 GR0317.an estimated accuracy of +/- 6 seconds.
 GR0317
 GR0317.The orthometric height was determined by differential leveling
 GR0317.and adjusted by the National Geodetic Survey in 1992..
 GR0317.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0317.rate of 0.0 thru 1.0 mm/km.
 GR0317
 GR0317.The geoid height was determined by GEOID03.
 GR0317
 GR0317.The dynamic height is computed by dividing the NAVD 88
 GR0317.geopotential number by the normal gravity value computed on the
 GR0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0317.degrees latitude (g = 980.6199 gals.).
 GR0317
 GR0317.The modeled gravity was interpolated from observed gravity values.
 GR0317
 GR0317;                    North         East    Units  Estimated Accuracy
 GR0317;SPC NV E     - 8,154,340.      325,680.      MT  (+/- 180 meters Scaled)
 GR0317
 GR0317                          SUPERSEDED SURVEY CONTROL
 GR0317
 GR0317  NGVD 29 (??/??/92)  732.025  (m)         2401.65   (f) ADJ UNCH    1 1
 GR0317
 GR0317.Superseded values are not recommended for survey control.
 GR0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0317.See file dsdata.txt to determine how the superseded data were derived.
 GR0317
 GR0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA531023(NAD 83)
 GR0317_MARKER: DB = BENCH MARK DISK
 GR0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0317_STAMPING: D 176 1935
 GR0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0317+STABILITY: SURFACE MOTION
 GR0317
 GR0317  HISTORY     - Date     Condition        Report By
 GR0317  HISTORY     - 1935     MONUMENTED       CGS
 GR0317  HISTORY     - 1950     GOOD             NGS
 GR0317
 GR0317                          STATION DESCRIPTION
 GR0317
 GR0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0317'0.7 MI SE FROM LAKE SHORE MINE.
 GR0317'0.4 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, THENCE
 GR0317'0.1 MILE EAST ACROSS A RIDGE, THENCE 0.2 MILE SOUTHEAST ALONG A WASH,
 GR0317'AT THE BASE OF THE SOUTHWEST SLOPE OF A HILL, 130 FEET NORTHEAST OF
 GR0317'THE MAIN CHANNEL OF THE WASH, 21 1/2 FEET NORTHEAST OF THE CENTER LINE
 GR0317'OF AN OLD ABANDONED ROAD, 2.3 FEET NORTHWEST OF A WITNESS POST, ABOUT
 GR0317'2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GR0317'PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0226 ***********************************************************************
 HQ0226  DESIGNATION -  D 179
 HQ0226  PID         -  HQ0226
 HQ0226  STATE/COUNTY-  NV/ESMERALDA
 HQ0226  USGS QUAD   -  GOAT ISLAND (1987)
 HQ0226
 HQ0226                         *CURRENT SURVEY CONTROL
 HQ0226  ___________________________________________________________________
 HQ0226* NAD 83(1986)-  37 50 22.     (N)    117 31 58.     (W)     SCALED    
 HQ0226* NAVD 88     -      1307.116  (meters)    4288.43   (feet)  ADJUSTED  
 HQ0226  ___________________________________________________________________
 HQ0226  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 HQ0226  DYNAMIC HT  -        1305.750 (meters)    4283.95  (feet)  COMP
 HQ0226  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 HQ0226
 HQ0226  VERT ORDER  -  SECOND    CLASS 0
 HQ0226
 HQ0226.The horizontal coordinates were scaled from a topographic map and have
 HQ0226.an estimated accuracy of +/- 6 seconds.
 HQ0226
 HQ0226.The orthometric height was determined by differential leveling
 HQ0226.and adjusted by the National Geodetic Survey in June 1991..
 HQ0226
 HQ0226.The geoid height was determined by GEOID03.
 HQ0226
 HQ0226.The dynamic height is computed by dividing the NAVD 88
 HQ0226.geopotential number by the normal gravity value computed on the
 HQ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0226.degrees latitude (g = 980.6199 gals.).
 HQ0226
 HQ0226.The modeled gravity was interpolated from observed gravity values.
 HQ0226
 HQ0226;                    North         East    Units  Estimated Accuracy
 HQ0226;SPC NV W     - 4,343,310.      892,470.      MT  (+/- 180 meters Scaled)
 HQ0226
 HQ0226                          SUPERSEDED SURVEY CONTROL
 HQ0226
 HQ0226  NGVD 29 (??/??/92) 1306.068  (m)         4284.99   (f) ADJ UNCH    2 0
 HQ0226
 HQ0226.Superseded values are not recommended for survey control.
 HQ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0226.See file dsdata.txt to determine how the superseded data were derived.
 HQ0226
 HQ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB531881(NAD 83)
 HQ0226_MARKER: DB = BENCH MARK DISK
 HQ0226_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0226_SP_SET: ROCK OUTCROP
 HQ0226_STAMPING: D 179 1958
 HQ0226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0226+STABILITY: POSITION/ELEVATION WELL
 HQ0226
 HQ0226  HISTORY     - Date     Condition        Report By
 HQ0226  HISTORY     - 1958     MONUMENTED       CGS
 HQ0226
 HQ0226                          STATION DESCRIPTION
 HQ0226
 HQ0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0226'9.1 MI NE FROM SILVER PEAK.
 HQ0226'2.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE SUBSTATION AT
 HQ0226'SILVER PEAK, THENCE 6.9 MILES NORTHEAST ALONG A DIRT ROAD, AT
 HQ0226'THE SOUTH END OF A LONG ROCKY RIDGE, NEAR THE NORTHWEST TIP OF
 HQ0226'A LARGE ALKALI FLAT, IN THE TOP OF THE LEDGE AT THE SOUTH END
 HQ0226'OF A 12-BY 15-FOOT JAGGED SHALE OUTCROP WHICH PROJECTS 6 FEET
 HQ0226'ABOVE THE GROUND, 92 1/2 FEET NORTHEAST OF THE CENTER OF THE
 HQ0226'T JUNCTION OF A DIRT ROAD WEST, 67 FEET WEST OF THE CENTER LINE
 HQ0226'OF THE ROAD, AND 5 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0370 ***********************************************************************
 HQ0370  DESIGNATION -  D 180
 HQ0370  PID         -  HQ0370
 HQ0370  STATE/COUNTY-  NV/ESMERALDA
 HQ0370  USGS QUAD   -  OASIS DIVIDE (1987)
 HQ0370
 HQ0370                         *CURRENT SURVEY CONTROL
 HQ0370  ___________________________________________________________________
 HQ0370* NAD 83(1986)-  37 32 30.     (N)    117 46 19.     (W)     SCALED    
 HQ0370* NAVD 88     -      1996.676  (meters)    6550.76   (feet)  ADJUSTED  
 HQ0370  ___________________________________________________________________
 HQ0370  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 HQ0370  DYNAMIC HT  -        1994.255 (meters)    6542.82  (feet)  COMP
 HQ0370  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 HQ0370
 HQ0370  VERT ORDER  -  SECOND    CLASS 0
 HQ0370
 HQ0370.The horizontal coordinates were scaled from a topographic map and have
 HQ0370.an estimated accuracy of +/- 6 seconds.
 HQ0370
 HQ0370.The orthometric height was determined by differential leveling
 HQ0370.and adjusted by the National Geodetic Survey in June 1991..
 HQ0370
 HQ0370.The geoid height was determined by GEOID03.
 HQ0370
 HQ0370.The dynamic height is computed by dividing the NAVD 88
 HQ0370.geopotential number by the normal gravity value computed on the
 HQ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0370.degrees latitude (g = 980.6199 gals.).
 HQ0370
 HQ0370.The modeled gravity was interpolated from observed gravity values.
 HQ0370
 HQ0370;                    North         East    Units  Estimated Accuracy
 HQ0370;SPC NV W     - 4,310,050.      871,700.      MT  (+/- 180 meters Scaled)
 HQ0370
 HQ0370                          SUPERSEDED SURVEY CONTROL
 HQ0370
 HQ0370  NGVD 29 (??/??/92) 1995.463  (m)         6546.78   (f) ADJ UNCH    2 0
 HQ0370
 HQ0370.Superseded values are not recommended for survey control.
 HQ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0370.See file dsdata.txt to determine how the superseded data were derived.
 HQ0370
 HQ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB318552(NAD 83)
 HQ0370_MARKER: DB = BENCH MARK DISK
 HQ0370_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0370_SP_SET: ROCK OUTCROP
 HQ0370_STAMPING: D 180 1958
 HQ0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0370+STABILITY: POSITION/ELEVATION WELL
 HQ0370
 HQ0370  HISTORY     - Date     Condition        Report By
 HQ0370  HISTORY     - 1958     MONUMENTED       CGS
 HQ0370  HISTORY     - 1985     GOOD             USGS
 HQ0370
 HQ0370                          STATION DESCRIPTION
 HQ0370
 HQ0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0370'9.1 MI NE FROM OASIS RANCH.
 HQ0370'2.0 MILES EAST ALONG STATE ROUTE 63 FROM THE T JUNCTION OF THE
 HQ0370'ENTRANCE ROAD TO OASIS RANCH, THENCE 7.1 MILES NORTHEAST ALONG
 HQ0370'A DIRT ROAD, 0.1 MILE NORTH OF THE Y JUNCTION OF A GRAVEL ROAD
 HQ0370'NORTHEAST, IN THE TOP OF THE EAST END OF A 12-BY 30-FOOT HARD
 HQ0370'GRAY SHALE OUTCROP WHICH PROJECTS 3 FEET ABOVE THE GROUND, 27
 HQ0370'FEET WEST OF THE CENTER LINE OF THE ROAD, 75 FEET NORTHWEST AND
 HQ0370'ACROSS THE ROAD FROM TELEPHONE POLE 44/13, AND 2 1/2 FEET
 HQ0370'HIGHER THAN THE ROAD.
 HQ0370
 HQ0370                          STATION RECOVERY (1985)
 HQ0370
 HQ0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HQ0370'2.0 MILES EAST ALONG CALIFORNIA STATE ROUTE 168 FROM THE JUNCTION OF
 HQ0370'CALIFORNIA STATE HWYS. 168 AND 266, THENCE 7.1 MILES NORTHEAST ALONG
 HQ0370'A DIRT ROAD, 0.1 MILE NORTH OF THE 'Y' JUNCTION A GRAVEL ROAD
 HQ0370'NORTHEAST IN THE TOP OF THE EAST END OF A 12 X 30 FOOT HARD GREY
 HQ0370'SHALE OUTCROP WHICH PROJECTS 3 FEET ABOVE THE GROUND, 27 FEET WEST OF
 HQ0370'THE CENTERLINE OF THE ROAD, 75 FEET NORTHWEST AND ACROSS THE ROAD
 HQ0370'FROM TELEPHONE POLE 44-13, AND 2 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0199 ***********************************************************************
 HQ0199  DESIGNATION -  D 181
 HQ0199  PID         -  HQ0199
 HQ0199  STATE/COUNTY-  NV/ESMERALDA
 HQ0199  USGS QUAD   -  NORTH OF SILVER PEAK (1987)
 HQ0199
 HQ0199                         *CURRENT SURVEY CONTROL
 HQ0199  ___________________________________________________________________
 HQ0199* NAD 83(1986)-  37 57 11.     (N)    117 44 58.     (W)     SCALED    
 HQ0199* NAVD 88     -      1454.285  (meters)    4771.27   (feet)  ADJUSTED  
 HQ0199  ___________________________________________________________________
 HQ0199  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 HQ0199  DYNAMIC HT  -        1452.710 (meters)    4766.10  (feet)  COMP
 HQ0199  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 HQ0199
 HQ0199  VERT ORDER  -  SECOND    CLASS 0
 HQ0199
 HQ0199.The horizontal coordinates were scaled from a topographic map and have
 HQ0199.an estimated accuracy of +/- 6 seconds.
 HQ0199
 HQ0199.The orthometric height was determined by differential leveling
 HQ0199.and adjusted by the National Geodetic Survey in June 1991..
 HQ0199
 HQ0199.The geoid height was determined by GEOID03.
 HQ0199
 HQ0199.The dynamic height is computed by dividing the NAVD 88
 HQ0199.geopotential number by the normal gravity value computed on the
 HQ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0199.degrees latitude (g = 980.6199 gals.).
 HQ0199
 HQ0199.The modeled gravity was interpolated from observed gravity values.
 HQ0199
 HQ0199;                    North         East    Units  Estimated Accuracy
 HQ0199;SPC NV W     - 4,355,720.      873,280.      MT  (+/- 180 meters Scaled)
 HQ0199
 HQ0199                          SUPERSEDED SURVEY CONTROL
 HQ0199
 HQ0199  NGVD 29 (??/??/92) 1453.152  (m)         4767.55   (f) ADJ UNCH    2 0
 HQ0199
 HQ0199.Superseded values are not recommended for survey control.
 HQ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0199.See file dsdata.txt to determine how the superseded data were derived.
 HQ0199
 HQ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC341008(NAD 83)
 HQ0199_MARKER: DB = BENCH MARK DISK
 HQ0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0199_STAMPING: D 181 1958
 HQ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0199+STABILITY: SURFACE MOTION
 HQ0199
 HQ0199  HISTORY     - Date     Condition        Report By
 HQ0199  HISTORY     - 1958     MONUMENTED       CGS
 HQ0199
 HQ0199                          STATION DESCRIPTION
 HQ0199
 HQ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0199'11 MI SE FROM COALDALE.
 HQ0199'6.3 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE HIGHWAY JUNCTION
 HQ0199'AT COALDALE, THENCE 4.7 MILES SOUTHEAST ALONG STATE HIGHWAY
 HQ0199'47, 15.25 MILES NORTHWEST OF SILVER PEAK, 47 FEET NORTHEAST OF
 HQ0199'THE CENTER LINE OF THE HIGHWAY, 232.4 FEET SOUTHEAST OF THE
 HQ0199'SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF 4-BY 5-FOOT
 HQ0199'CONCRETE BOX CULVERT B 257+85, 2.9 FEET SOUTHWEST OF A WITNESS
 HQ0199'POST, LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HQ0199'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0598 ***********************************************************************
 HQ0598  DESIGNATION -  D 182
 HQ0598  PID         -  HQ0598
 HQ0598  STATE/COUNTY-  NV/ESMERALDA
 HQ0598  USGS QUAD   -  ALKALI (1970)
 HQ0598
 HQ0598                         *CURRENT SURVEY CONTROL
 HQ0598  ___________________________________________________________________
 HQ0598* NAD 83(1986)-  37 50 33.     (N)    117 17 02.     (W)     SCALED    
 HQ0598* NAVD 88     -      1520.375  (meters)    4988.10   (feet)  ADJUSTED  
 HQ0598  ___________________________________________________________________
 HQ0598  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 HQ0598  DYNAMIC HT  -        1518.718 (meters)    4982.66  (feet)  COMP
 HQ0598  MODELED GRAV-     979,486.8   (mgal)                       NAVD 88
 HQ0598
 HQ0598  VERT ORDER  -  SECOND    CLASS 0
 HQ0598
 HQ0598.The horizontal coordinates were scaled from a topographic map and have
 HQ0598.an estimated accuracy of +/- 6 seconds.
 HQ0598
 HQ0598.The orthometric height was determined by differential leveling
 HQ0598.and adjusted by the National Geodetic Survey in June 1991..
 HQ0598
 HQ0598.The geoid height was determined by GEOID03.
 HQ0598
 HQ0598.The dynamic height is computed by dividing the NAVD 88
 HQ0598.geopotential number by the normal gravity value computed on the
 HQ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0598.degrees latitude (g = 980.6199 gals.).
 HQ0598
 HQ0598.The modeled gravity was interpolated from observed gravity values.
 HQ0598
 HQ0598;                    North         East    Units  Estimated Accuracy
 HQ0598;SPC NV W     - 4,343,920.      914,370.      MT  (+/- 180 meters Scaled)
 HQ0598
 HQ0598                          SUPERSEDED SURVEY CONTROL
 HQ0598
 HQ0598  NGVD 29 (??/??/92) 1519.270  (m)         4984.47   (f) ADJ UNCH    2 0
 HQ0598
 HQ0598.Superseded values are not recommended for survey control.
 HQ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0598.See file dsdata.txt to determine how the superseded data were derived.
 HQ0598
 HQ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB750883(NAD 83)
 HQ0598_MARKER: DB = BENCH MARK DISK
 HQ0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0598_STAMPING: D 182 1958
 HQ0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0598+STABILITY: SURFACE MOTION
 HQ0598
 HQ0598  HISTORY     - Date     Condition        Report By
 HQ0598  HISTORY     - 1958     MONUMENTED       CGS
 HQ0598
 HQ0598                          STATION DESCRIPTION
 HQ0598
 HQ0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0598'11.4 MI N FROM GOLDFIELD.
 HQ0598'8.5 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0598'AT GOLDFIELD, THENCE 2.95 MILES NORTHWEST ALONG A DIRT ROAD,
 HQ0598'47 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.1 FEET WEST
 HQ0598'OF A WITNESS POST, 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE
 HQ0598'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0151 ***********************************************************************
 LQ0151  DESIGNATION -  D 183
 LQ0151  PID         -  LQ0151
 LQ0151  STATE/COUNTY-  NV/ELKO
 LQ0151  USGS QUAD   -  SPRING GULCH (1972)
 LQ0151
 LQ0151                         *CURRENT SURVEY CONTROL
 LQ0151  ___________________________________________________________________
 LQ0151* NAD 83(1986)-  40 35 20.     (N)    114 08 08.     (W)     SCALED    
 LQ0151* NAVD 88     -      1411.662  (meters)    4631.43   (feet)  ADJUSTED  
 LQ0151  ___________________________________________________________________
 LQ0151  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 LQ0151  DYNAMIC HT  -        1410.525 (meters)    4627.70  (feet)  COMP
 LQ0151  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 LQ0151
 LQ0151  VERT ORDER  -  SECOND    CLASS 0
 LQ0151
 LQ0151.The horizontal coordinates were scaled from a topographic map and have
 LQ0151.an estimated accuracy of +/- 6 seconds.
 LQ0151
 LQ0151.The orthometric height was determined by differential leveling
 LQ0151.and adjusted by the National Geodetic Survey in June 1991..
 LQ0151
 LQ0151.The geoid height was determined by GEOID03.
 LQ0151
 LQ0151.The dynamic height is computed by dividing the NAVD 88
 LQ0151.geopotential number by the normal gravity value computed on the
 LQ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0151.degrees latitude (g = 980.6199 gals.).
 LQ0151
 LQ0151.The modeled gravity was interpolated from observed gravity values.
 LQ0151
 LQ0151;                    North         East    Units  Estimated Accuracy
 LQ0151;SPC NV E     - 8,649,000.      322,550.      MT  (+/- 180 meters Scaled)
 LQ0151
 LQ0151                          SUPERSEDED SURVEY CONTROL
 LQ0151
 LQ0151  NGVD 29 (??/??/92) 1410.659  (m)         4628.14   (f) ADJ UNCH    2 0
 LQ0151
 LQ0151.Superseded values are not recommended for survey control.
 LQ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0151.See file dsdata.txt to determine how the superseded data were derived.
 LQ0151
 LQ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE424970(NAD 83)
 LQ0151_MARKER: DB = BENCH MARK DISK
 LQ0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LQ0151_SP_SET: CULVERT
 LQ0151_STAMPING: D 183 1958
 LQ0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0151
 LQ0151  HISTORY     - Date     Condition        Report By
 LQ0151  HISTORY     - 1958     MONUMENTED       CGS
 LQ0151
 LQ0151                          STATION DESCRIPTION
 LQ0151
 LQ0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0151'11.4 MI S FROM WENDOVER, UT.
 LQ0151'11.4 MILES SOUTH ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE JUNCTION OF
 LQ0151'U.S. HIGHWAY 40 AT WENDOVER, AT 36-INCH PIPE CULVERT C 299+50, IN THE
 LQ0151'TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL, 22 FEET WEST OF
 LQ0151'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 LQ0151'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0028 ***********************************************************************
 JQ0028  DESIGNATION -  D 184
 JQ0028  PID         -  JQ0028
 JQ0028  STATE/COUNTY-  NV/NYE
 JQ0028  USGS QUAD   -  WARM SPRINGS NW (1968)
 JQ0028
 JQ0028                         *CURRENT SURVEY CONTROL
 JQ0028  ___________________________________________________________________
 JQ0028* NAD 83(1986)-  38 10 18.     (N)    116 23 48.     (W)     SCALED    
 JQ0028* NAVD 88     -      1791.613  (meters)    5877.98   (feet)  ADJUSTED  
 JQ0028  ___________________________________________________________________
 JQ0028  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 JQ0028  DYNAMIC HT  -        1789.629 (meters)    5871.47  (feet)  COMP
 JQ0028  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 JQ0028
 JQ0028  VERT ORDER  -  SECOND    CLASS 0
 JQ0028
 JQ0028.The horizontal coordinates were scaled from a topographic map and have
 JQ0028.an estimated accuracy of +/- 6 seconds.
 JQ0028
 JQ0028.The orthometric height was determined by differential leveling
 JQ0028.and adjusted by the National Geodetic Survey in June 1991..
 JQ0028
 JQ0028.The geoid height was determined by GEOID03.
 JQ0028
 JQ0028.The dynamic height is computed by dividing the NAVD 88
 JQ0028.geopotential number by the normal gravity value computed on the
 JQ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0028.degrees latitude (g = 980.6199 gals.).
 JQ0028
 JQ0028.The modeled gravity was interpolated from observed gravity values.
 JQ0028
 JQ0028;                    North         East    Units  Estimated Accuracy
 JQ0028;SPC NV C     - 6,379,690.      523,660.      MT  (+/- 180 meters Scaled)
 JQ0028
 JQ0028                          SUPERSEDED SURVEY CONTROL
 JQ0028
 JQ0028  NGVD 29 (??/??/92) 1790.488  (m)         5874.29   (f) ADJ UNCH    2 0
 JQ0028
 JQ0028.Superseded values are not recommended for survey control.
 JQ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0028.See file dsdata.txt to determine how the superseded data were derived.
 JQ0028
 JQ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC528250(NAD 83)
 JQ0028_MARKER: DB = BENCH MARK DISK
 JQ0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JQ0028_SP_SET: CULVERT
 JQ0028_STAMPING: D 184 1958
 JQ0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0028
 JQ0028  HISTORY     - Date     Condition        Report By
 JQ0028  HISTORY     - 1958     MONUMENTED       CGS
 JQ0028  HISTORY     - 1984     MARK NOT FOUND   NGS
 JQ0028
 JQ0028                          STATION DESCRIPTION
 JQ0028
 JQ0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JQ0028'2.35 MI SW FROM WARM SPRINGS.
 JQ0028'2.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE T JUNCTION OF STATE
 JQ0028'HIGHWAY 25 AT WARM SPRINGS, IN THE TOP OF THE EAST END OF THE SOUTH
 JQ0028'CONCRETE HEAD WALL OF 8 1/2 BY 6 1/2 FOOT DOUBLE CONCRETE BOX CULVERT
 JQ0028'A683/35, 19 FEET SOUTH OF CENTERLINE OF THE HIGHWAY, 0.5 FOOT WEST OF
 JQ0028'THE EAST END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 JQ0028
 JQ0028                          STATION RECOVERY (1984)
 JQ0028
 JQ0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0028'NOT RECOVERED.  THE STEM WAS FOUND AT THE DESCRIBED LOCATION HOWEVER
 JQ0028'NO POSITIVE ID WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0062 ***********************************************************************
 JQ0062  DESIGNATION -  D 185
 JQ0062  PID         -  JQ0062
 JQ0062  STATE/COUNTY-  NV/NYE
 JQ0062  USGS QUAD   -  ECHO CANYON (1980)
 JQ0062
 JQ0062                         *CURRENT SURVEY CONTROL
 JQ0062  ___________________________________________________________________
 JQ0062* NAD 83(1986)-  38 09 58.     (N)    116 00 06.     (W)     SCALED    
 JQ0062* NAVD 88     -      1509.165  (meters)    4951.32   (feet)  ADJUSTED  
 JQ0062  ___________________________________________________________________
 JQ0062  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 JQ0062  DYNAMIC HT  -        1507.556 (meters)    4946.04  (feet)  COMP
 JQ0062  MODELED GRAV-     979,510.1   (mgal)                       NAVD 88
 JQ0062
 JQ0062  VERT ORDER  -  SECOND    CLASS 0
 JQ0062
 JQ0062.The horizontal coordinates were scaled from a topographic map and have
 JQ0062.an estimated accuracy of +/- 6 seconds.
 JQ0062
 JQ0062.The orthometric height was determined by differential leveling
 JQ0062.and adjusted by the National Geodetic Survey in June 1991..
 JQ0062
 JQ0062.The geoid height was determined by GEOID03.
 JQ0062
 JQ0062.The dynamic height is computed by dividing the NAVD 88
 JQ0062.geopotential number by the normal gravity value computed on the
 JQ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0062.degrees latitude (g = 980.6199 gals.).
 JQ0062
 JQ0062.The modeled gravity was interpolated from observed gravity values.
 JQ0062
 JQ0062;                    North         East    Units  Estimated Accuracy
 JQ0062;SPC NV C     - 6,379,250.      558,270.      MT  (+/- 180 meters Scaled)
 JQ0062
 JQ0062                          SUPERSEDED SURVEY CONTROL
 JQ0062
 JQ0062  NGVD 29 (??/??/92) 1508.120  (m)         4947.89   (f) ADJ UNCH    2 0
 JQ0062
 JQ0062.Superseded values are not recommended for survey control.
 JQ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0062.See file dsdata.txt to determine how the superseded data were derived.
 JQ0062
 JQ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC874247(NAD 83)
 JQ0062_MARKER: DB = BENCH MARK DISK
 JQ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0062_STAMPING: D 185 1958
 JQ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0062+STABILITY: SURFACE MOTION
 JQ0062
 JQ0062  HISTORY     - Date     Condition        Report By
 JQ0062  HISTORY     - 1958     MONUMENTED       CGS
 JQ0062
 JQ0062                          STATION DESCRIPTION
 JQ0062
 JQ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JQ0062'21.2 MI E FROM WARM SPRINGS.
 JQ0062'15.5 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S.
 JQ0062'HIGHWAY 6 AT WARM SPRINGS, THENCE 5.7 MILES NORTHEAST ALONG A DIRT
 JQ0062'ROAD, 83 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.3 FEET
 JQ0062'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 JQ0062'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0153 ***********************************************************************
 JP0153  DESIGNATION -  D 186
 JP0153  PID         -  JP0153
 JP0153  STATE/COUNTY-  NV/NYE
 JP0153  USGS QUAD   -  CROWS NEST (1990)
 JP0153
 JP0153                         *CURRENT SURVEY CONTROL
 JP0153  ___________________________________________________________________
 JP0153* NAD 83(1986)-  38 21 04.     (N)    115 38 19.     (W)     SCALED    
 JP0153* NAVD 88     -      1487.888  (meters)    4881.51   (feet)  ADJUSTED  
 JP0153  ___________________________________________________________________
 JP0153  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 JP0153  DYNAMIC HT  -        1486.332 (meters)    4876.41  (feet)  COMP
 JP0153  MODELED GRAV-     979,531.6   (mgal)                       NAVD 88
 JP0153
 JP0153  VERT ORDER  -  SECOND    CLASS 0
 JP0153
 JP0153.The horizontal coordinates were scaled from a topographic map and have
 JP0153.an estimated accuracy of +/- 6 seconds.
 JP0153
 JP0153.The orthometric height was determined by differential leveling
 JP0153.and adjusted by the National Geodetic Survey in June 1991..
 JP0153
 JP0153.The geoid height was determined by GEOID03.
 JP0153
 JP0153.The dynamic height is computed by dividing the NAVD 88
 JP0153.geopotential number by the normal gravity value computed on the
 JP0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0153.degrees latitude (g = 980.6199 gals.).
 JP0153
 JP0153.The modeled gravity was interpolated from observed gravity values.
 JP0153
 JP0153;                    North         East    Units  Estimated Accuracy
 JP0153;SPC NV C     - 6,400,070.      589,860.      MT  (+/- 180 meters Scaled)
 JP0153
 JP0153                          SUPERSEDED SURVEY CONTROL
 JP0153
 JP0153  NGVD 29 (??/??/92) 1486.833  (m)         4878.05   (f) ADJ UNCH    2 0
 JP0153
 JP0153.Superseded values are not recommended for survey control.
 JP0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0153.See file dsdata.txt to determine how the superseded data were derived.
 JP0153
 JP0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC189456(NAD 83)
 JP0153_MARKER: DB = BENCH MARK DISK
 JP0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0153_STAMPING: D 186 1958
 JP0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0153+STABILITY: SURFACE MOTION
 JP0153
 JP0153  HISTORY     - Date     Condition        Report By
 JP0153  HISTORY     - 1958     MONUMENTED       CGS
 JP0153
 JP0153                          STATION DESCRIPTION
 JP0153
 JP0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0153'8.6 MI NE FROM NYALA.
 JP0153'8.6 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0153'NYALA, ON A SMALL RISE, 0.3 MILE SOUTH OF THE JUNCTION OF A BLADED
 JP0153'ROAD WEST, 63 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET WEST
 JP0153'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 JP0153'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0517 ***********************************************************************
 HQ0517  DESIGNATION -  D 187
 HQ0517  PID         -  HQ0517
 HQ0517  STATE/COUNTY-  NV/NYE
 HQ0517  USGS QUAD   -  FREDS WELL (1987)
 HQ0517
 HQ0517                         *CURRENT SURVEY CONTROL
 HQ0517  ___________________________________________________________________
 HQ0517* NAD 83(1986)-  37 58 39.     (N)    116 01 36.     (W)     SCALED    
 HQ0517* NAVD 88     -      1480.899  (meters)    4858.58   (feet)  ADJUSTED  
 HQ0517  ___________________________________________________________________
 HQ0517  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 HQ0517  DYNAMIC HT  -        1479.287 (meters)    4853.29  (feet)  COMP
 HQ0517  MODELED GRAV-     979,489.2   (mgal)                       NAVD 88
 HQ0517
 HQ0517  VERT ORDER  -  SECOND    CLASS 0
 HQ0517
 HQ0517.The horizontal coordinates were scaled from a topographic map and have
 HQ0517.an estimated accuracy of +/- 6 seconds.
 HQ0517
 HQ0517.The orthometric height was determined by differential leveling
 HQ0517.and adjusted by the National Geodetic Survey in June 1991..
 HQ0517
 HQ0517.The geoid height was determined by GEOID03.
 HQ0517
 HQ0517.The dynamic height is computed by dividing the NAVD 88
 HQ0517.geopotential number by the normal gravity value computed on the
 HQ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0517.degrees latitude (g = 980.6199 gals.).
 HQ0517
 HQ0517.The modeled gravity was interpolated from observed gravity values.
 HQ0517
 HQ0517;                    North         East    Units  Estimated Accuracy
 HQ0517;SPC NV C     - 6,358,300.      556,230.      MT  (+/- 180 meters Scaled)
 HQ0517
 HQ0517                          SUPERSEDED SURVEY CONTROL
 HQ0517
 HQ0517  NGVD 29 (??/??/92) 1479.878  (m)         4855.23   (f) ADJ UNCH    2 0
 HQ0517
 HQ0517.Superseded values are not recommended for survey control.
 HQ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0517.See file dsdata.txt to determine how the superseded data were derived.
 HQ0517
 HQ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC854037(NAD 83)
 HQ0517_MARKER: DB = BENCH MARK DISK
 HQ0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0517_STAMPING: D 187 1958
 HQ0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0517+STABILITY: SURFACE MOTION
 HQ0517
 HQ0517  HISTORY     - Date     Condition        Report By
 HQ0517  HISTORY     - 1958     MONUMENTED       CGS
 HQ0517
 HQ0517                          STATION DESCRIPTION
 HQ0517
 HQ0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0517'5.5 MI NE FROM REED MAINTENANCE STA.
 HQ0517'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED
 HQ0517'MAINTENANCE STATION, THENCE 2.1 MILES NORTHEAST ALONG A DIRT
 HQ0517'ROAD, THENCE 3.1 MILES NORTH ALONG A DIRT ROAD, 0.3 MILE SOUTH
 HQ0517'OF A WINDMILL, A WATER TANK AND A SMALL FRAME BUILDING, 55 FEET
 HQ0517'WEST OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A
 HQ0517'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0079 ***********************************************************************
 JP0079  DESIGNATION -  D 188
 JP0079  PID         -  JP0079
 JP0079  STATE/COUNTY-  NV/NYE
 JP0079  USGS QUAD   -  CURRANT (1990)
 JP0079
 JP0079                         *CURRENT SURVEY CONTROL
 JP0079  ___________________________________________________________________
 JP0079* NAD 83(1986)-  38 43 50.     (N)    115 28 35.     (W)     SCALED    
 JP0079* NAVD 88     -      1565.714  (meters)    5136.85   (feet)  ADJUSTED  
 JP0079  ___________________________________________________________________
 JP0079  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 JP0079  DYNAMIC HT  -        1564.094 (meters)    5131.53  (feet)  COMP
 JP0079  MODELED GRAV-     979,539.4   (mgal)                       NAVD 88
 JP0079
 JP0079  VERT ORDER  -  SECOND    CLASS 0
 JP0079
 JP0079.The horizontal coordinates were scaled from a topographic map and have
 JP0079.an estimated accuracy of +/- 6 seconds.
 JP0079
 JP0079.The orthometric height was determined by differential leveling
 JP0079.and adjusted by the National Geodetic Survey in June 1991..
 JP0079
 JP0079.The geoid height was determined by GEOID03.
 JP0079
 JP0079.The dynamic height is computed by dividing the NAVD 88
 JP0079.geopotential number by the normal gravity value computed on the
 JP0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0079.degrees latitude (g = 980.6199 gals.).
 JP0079
 JP0079.The modeled gravity was interpolated from observed gravity values.
 JP0079
 JP0079;                    North         East    Units  Estimated Accuracy
 JP0079;SPC NV C     - 6,442,360.      603,490.      MT  (+/- 180 meters Scaled)
 JP0079
 JP0079                          SUPERSEDED SURVEY CONTROL
 JP0079
 JP0079  NGVD 29 (??/??/92) 1564.582  (m)         5133.13   (f) ADJ UNCH    2 0
 JP0079
 JP0079.Superseded values are not recommended for survey control.
 JP0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0079.See file dsdata.txt to determine how the superseded data were derived.
 JP0079
 JP0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC324879(NAD 83)
 JP0079_MARKER: DB = BENCH MARK DISK
 JP0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0079_STAMPING: D 188 1958
 JP0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0079+STABILITY: SURFACE MOTION
 JP0079
 JP0079  HISTORY     - Date     Condition        Report By
 JP0079  HISTORY     - 1958     MONUMENTED       CGS
 JP0079
 JP0079                          STATION DESCRIPTION
 JP0079
 JP0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0079'0.9 MI S FROM CURRANT.
 JP0079'0.1 MILE SOUTHWEST ALONG U. S. HIGHWAY 6 FROM THE JUNCTION OF STATE
 JP0079'HIGHWAY 20 AT CURRANT, THENCE 0.8 MILE SOUTH ALONG A GRAVELED ROAD, AT
 JP0079'THE CROSSING OF A CREEK, 72 1/2 FEET WEST OF THE CENTER LINE OF THE
 JP0079'ROAD, 91 FEET SOUTH OF THE SOUTH BANK OF THE CREEK, 108 FEET SOUTHWEST
 JP0079'OF THE CENTER OF THE WEST END OF AN 18-INCH CORRUGATED METAL PIPE
 JP0079'CULVERT, 1.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 JP0079'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 JP0079'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0117 ***********************************************************************
 JP0117  DESIGNATION -  D 189
 JP0117  PID         -  JP0117
 JP0117  STATE/COUNTY-  NV/NYE
 JP0117  USGS QUAD   -  WATER GAP WEST (1985)
 JP0117
 JP0117                         *CURRENT SURVEY CONTROL
 JP0117  ___________________________________________________________________
 JP0117* NAD 83(1986)-  38 05 38.     (N)    115 28 45.     (W)     SCALED    
 JP0117* NAVD 88     -      1641.696  (meters)    5386.13   (feet)  ADJUSTED  
 JP0117  ___________________________________________________________________
 JP0117  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 JP0117  DYNAMIC HT  -        1639.874 (meters)    5380.15  (feet)  COMP
 JP0117  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 JP0117
 JP0117  VERT ORDER  -  SECOND    CLASS 0
 JP0117
 JP0117.The horizontal coordinates were scaled from a topographic map and have
 JP0117.an estimated accuracy of +/- 6 seconds.
 JP0117
 JP0117.The orthometric height was determined by differential leveling
 JP0117.and adjusted by the National Geodetic Survey in June 1991..
 JP0117
 JP0117.The geoid height was determined by GEOID03.
 JP0117
 JP0117.The dynamic height is computed by dividing the NAVD 88
 JP0117.geopotential number by the normal gravity value computed on the
 JP0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0117.degrees latitude (g = 980.6199 gals.).
 JP0117
 JP0117.The modeled gravity was interpolated from observed gravity values.
 JP0117
 JP0117;                    North         East    Units  Estimated Accuracy
 JP0117;SPC NV C     - 6,371,690.      604,160.      MT  (+/- 180 meters Scaled)
 JP0117
 JP0117                          SUPERSEDED SURVEY CONTROL
 JP0117
 JP0117  NGVD 29 (??/??/92) 1640.590  (m)         5382.50   (f) ADJ UNCH    2 0
 JP0117
 JP0117.Superseded values are not recommended for survey control.
 JP0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0117.See file dsdata.txt to determine how the superseded data were derived.
 JP0117
 JP0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC333173(NAD 83)
 JP0117_MARKER: DB = BENCH MARK DISK
 JP0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0117_STAMPING: D 189 1958
 JP0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0117+STABILITY: SURFACE MOTION
 JP0117
 JP0117  HISTORY     - Date     Condition        Report By
 JP0117  HISTORY     - 1958     MONUMENTED       CGS
 JP0117
 JP0117                          STATION DESCRIPTION
 JP0117
 JP0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0117'6.2 MI E FROM SHARP.
 JP0117'0.1 MILE NORTHEAST ALONG A DIRT ROAD FROM THE UHLAJDE RANCHHOUSE AT
 JP0117'SHARP, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 5.9 MILES EAST
 JP0117'ALONG A DIRT ROAD LEADING TO PIOCHE, 54 1/2 FEET NORTHEAST OF THE
 JP0117'CENTER LINE OF THE ROAD, 1.7 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 JP0117'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JP0117'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0262 ***********************************************************************
 LQ0262  DESIGNATION -  D 190
 LQ0262  PID         -  LQ0262
 LQ0262  STATE/COUNTY-  NV/WHITE PINE
 LQ0262  USGS QUAD   -  GOSHUTE LAKE SOUTH (1982)
 LQ0262
 LQ0262                         *CURRENT SURVEY CONTROL
 LQ0262  ___________________________________________________________________
 LQ0262* NAD 83(1986)-  40 00 35.     (N)    114 43 29.     (W)     SCALED    
 LQ0262* NAVD 88     -      1784.818  (meters)    5855.69   (feet)  ADJUSTED  
 LQ0262  ___________________________________________________________________
 LQ0262  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 LQ0262  DYNAMIC HT  -        1783.066 (meters)    5849.94  (feet)  COMP
 LQ0262  MODELED GRAV-     979,581.6   (mgal)                       NAVD 88
 LQ0262
 LQ0262  VERT ORDER  -  SECOND    CLASS 0
 LQ0262
 LQ0262.The horizontal coordinates were scaled from a topographic map and have
 LQ0262.an estimated accuracy of +/- 6 seconds.
 LQ0262
 LQ0262.The orthometric height was determined by differential leveling
 LQ0262.and adjusted by the National Geodetic Survey in June 1991..
 LQ0262
 LQ0262.The geoid height was determined by GEOID03.
 LQ0262
 LQ0262.The dynamic height is computed by dividing the NAVD 88
 LQ0262.geopotential number by the normal gravity value computed on the
 LQ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0262.degrees latitude (g = 980.6199 gals.).
 LQ0262
 LQ0262.The modeled gravity was interpolated from observed gravity values.
 LQ0262
 LQ0262;                    North         East    Units  Estimated Accuracy
 LQ0262;SPC NV E     - 8,584,050.      273,300.      MT  (+/- 180 meters Scaled)
 LQ0262
 LQ0262                          SUPERSEDED SURVEY CONTROL
 LQ0262
 LQ0262  NGVD 29 (??/??/92) 1783.613  (m)         5851.74   (f) ADJ UNCH    2 0
 LQ0262
 LQ0262.Superseded values are not recommended for survey control.
 LQ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0262.See file dsdata.txt to determine how the superseded data were derived.
 LQ0262
 LQ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE941313(NAD 83)
 LQ0262_MARKER: DB = BENCH MARK DISK
 LQ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0262_STAMPING: D 190 1958
 LQ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0262+STABILITY: SURFACE MOTION
 LQ0262
 LQ0262  HISTORY     - Date     Condition        Report By
 LQ0262  HISTORY     - 1958     MONUMENTED       CGS
 LQ0262
 LQ0262                          STATION DESCRIPTION
 LQ0262
 LQ0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0262'8.9 MI SW FROM LAGES STATION.
 LQ0262'6.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 93 AND 50 ALTERNATE FROM THE
 LQ0262'JUNCTION OF U. S. HIGHWAY 93 AT LAGES STATION, THENCE 2.7 MILES WEST
 LQ0262'ALONG A DIRT ROAD, 0.6 MILE EAST OF AN ABANDONED BRIDGE OVER A WASH,
 LQ0262'0.1 MILE WEST OF THE CROSSING OF A NORTH-SOUTH RIDGE, 30 FEET SOUTH OF
 LQ0262'THE CENTER LINE OF THE ROAD, 2.5 FEET EAST OF A WITNESS POST, ABOUT
 LQ0262'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LQ0262'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0182 ***********************************************************************
 LQ0182  DESIGNATION -  D 191
 LQ0182  PID         -  LQ0182
 LQ0182  STATE/COUNTY-  NV/ELKO
 LQ0182  USGS QUAD   -  WHITE HORSE MOUNTAIN (1982)
 LQ0182
 LQ0182                         *CURRENT SURVEY CONTROL
 LQ0182  ___________________________________________________________________
 LQ0182* NAD 83(1986)-  40 18 42.     (N)    114 19 51.     (W)     SCALED    
 LQ0182* NAVD 88     -      1708.430  (meters)    5605.07   (feet)  ADJUSTED  
 LQ0182  ___________________________________________________________________
 LQ0182  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 LQ0182  DYNAMIC HT  -        1706.887 (meters)    5600.01  (feet)  COMP
 LQ0182  MODELED GRAV-     979,661.9   (mgal)                       NAVD 88
 LQ0182
 LQ0182  VERT ORDER  -  SECOND    CLASS 0
 LQ0182
 LQ0182.The horizontal coordinates were scaled from a topographic map and have
 LQ0182.an estimated accuracy of +/- 6 seconds.
 LQ0182
 LQ0182.The orthometric height was determined by differential leveling
 LQ0182.and adjusted by the National Geodetic Survey in June 1991..
 LQ0182
 LQ0182.The geoid height was determined by GEOID03.
 LQ0182
 LQ0182.The dynamic height is computed by dividing the NAVD 88
 LQ0182.geopotential number by the normal gravity value computed on the
 LQ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0182.degrees latitude (g = 980.6199 gals.).
 LQ0182
 LQ0182.The modeled gravity was interpolated from observed gravity values.
 LQ0182
 LQ0182;                    North         East    Units  Estimated Accuracy
 LQ0182;SPC NV E     - 8,617,970.      306,460.      MT  (+/- 180 meters Scaled)
 LQ0182
 LQ0182                          SUPERSEDED SURVEY CONTROL
 LQ0182
 LQ0182  NGVD 29 (??/??/92) 1707.311  (m)         5601.40   (f) ADJ UNCH    2 0
 LQ0182
 LQ0182.Superseded values are not recommended for survey control.
 LQ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0182.See file dsdata.txt to determine how the superseded data were derived.
 LQ0182
 LQ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE268657(NAD 83)
 LQ0182_MARKER: DB = BENCH MARK DISK
 LQ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0182_STAMPING: D 191 1958
 LQ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0182+STABILITY: SURFACE MOTION
 LQ0182
 LQ0182  HISTORY     - Date     Condition        Report By
 LQ0182  HISTORY     - 1958     MONUMENTED       CGS
 LQ0182
 LQ0182                          STATION DESCRIPTION
 LQ0182
 LQ0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0182'11.15 MI NE FROM BOONE SPRINGS.
 LQ0182'11.15 MILES NORTHEAST ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE UTOCO
 LQ0182'SERVICE STATION AT BOONE SPRINGS, 155 FEET EAST OF THE NORTHEAST END
 LQ0182'OF THE SOUTHEAST CONCRETE HEAD WALL OF 24-INCH PIPE CULVERT 963+00, 82
 LQ0182'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 103 FEET NORTH OF
 LQ0182'THE CENTER OF A BLADED DRAINAGE DITCH, 2.6 FEET NORTHWEST OF A WITNESS
 LQ0182'POST, 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LQ0182'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0325 ***********************************************************************
 MT0325  DESIGNATION -  D 192
 MT0325  PID         -  MT0325
 MT0325  STATE/COUNTY-  NV/ELKO
 MT0325  USGS QUAD   -  WINE CUP RANCH (1968)
 MT0325
 MT0325                         *CURRENT SURVEY CONTROL
 MT0325  ___________________________________________________________________
 MT0325* NAD 83(1986)-  41 25 22.     (N)    114 39 51.     (W)     SCALED    
 MT0325* NAVD 88     -      1693.344  (meters)    5555.58   (feet)  ADJUSTED  
 MT0325  ___________________________________________________________________
 MT0325  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 MT0325  DYNAMIC HT  -        1692.012 (meters)    5551.21  (feet)  COMP
 MT0325  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 MT0325
 MT0325  VERT ORDER  -  SECOND    CLASS 0
 MT0325
 MT0325.The horizontal coordinates were scaled from a topographic map and have
 MT0325.an estimated accuracy of +/- 6 seconds.
 MT0325
 MT0325.The orthometric height was determined by differential leveling
 MT0325.and adjusted by the National Geodetic Survey in June 1991..
 MT0325
 MT0325.The geoid height was determined by GEOID03.
 MT0325
 MT0325.The dynamic height is computed by dividing the NAVD 88
 MT0325.geopotential number by the normal gravity value computed on the
 MT0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0325.degrees latitude (g = 980.6199 gals.).
 MT0325
 MT0325.The modeled gravity was interpolated from observed gravity values.
 MT0325
 MT0325;                    North         East    Units  Estimated Accuracy
 MT0325;SPC NV E     - 8,741,000.      276,830.      MT  (+/- 180 meters Scaled)
 MT0325
 MT0325                          SUPERSEDED SURVEY CONTROL
 MT0325
 MT0325  NGVD 29 (??/??/92) 1692.189  (m)         5551.79   (f) ADJ UNCH    2 0
 MT0325
 MT0325.Superseded values are not recommended for survey control.
 MT0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0325.See file dsdata.txt to determine how the superseded data were derived.
 MT0325
 MT0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF951883(NAD 83)
 MT0325_MARKER: DB = BENCH MARK DISK
 MT0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0325_STAMPING: D 192 1958
 MT0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0325+STABILITY: SURFACE MOTION
 MT0325
 MT0325  HISTORY     - Date     Condition        Report By
 MT0325  HISTORY     - 1958     MONUMENTED       CGS
 MT0325
 MT0325                          STATION DESCRIPTION
 MT0325
 MT0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0325'5.9 MI E FROM WILKINS.
 MT0325'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0325'POST AT WILKINS, THENCE 5.2 MILES SOUTHEAST AND EAST ALONG A GRAVEL
 MT0325'ROAD, IN LINE WITH A ROW OF TELEPHONE POLES, 224 FEET NORTHEAST OF THE
 MT0325'CENTER OF THE Y JUNCTION OF A DIRT ROAD EAST, 42 1/2 FEET NORTHWEST OF
 MT0325'THE CENTER LINE OF THE ROAD, 98 FEET SOUTHWEST OF A TELEPHONE POLE, 60
 MT0325'FEET NORTHEAST OF A TELEPHONE POLE, 2.5 FEET SOUTHEAST OF A WITNESS
 MT0325'POST, 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MT0325'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0197 ***********************************************************************
 JP0197  DESIGNATION -  D 196
 JP0197  PID         -  JP0197
 JP0197  STATE/COUNTY-  NV/NYE
 JP0197  USGS QUAD   -  CROWS NEST (1990)
 JP0197
 JP0197                         *CURRENT SURVEY CONTROL
 JP0197  ___________________________________________________________________
 JP0197* NAD 83(1986)-  38 15 59.     (N)    115 37 45.     (W)     SCALED    
 JP0197* NAVD 88     -      1721.687  (meters)    5648.57   (feet)  ADJUSTED  
 JP0197  ___________________________________________________________________
 JP0197  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 JP0197  DYNAMIC HT  -        1719.802 (meters)    5642.38  (feet)  COMP
 JP0197  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 JP0197
 JP0197  VERT ORDER  -  SECOND    CLASS 0
 JP0197
 JP0197.The horizontal coordinates were scaled from a topographic map and have
 JP0197.an estimated accuracy of +/- 6 seconds.
 JP0197
 JP0197.The orthometric height was determined by differential leveling
 JP0197.and adjusted by the National Geodetic Survey in June 1991..
 JP0197
 JP0197.The geoid height was determined by GEOID03.
 JP0197
 JP0197.The dynamic height is computed by dividing the NAVD 88
 JP0197.geopotential number by the normal gravity value computed on the
 JP0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0197.degrees latitude (g = 980.6199 gals.).
 JP0197
 JP0197.The modeled gravity was interpolated from observed gravity values.
 JP0197
 JP0197;                    North         East    Units  Estimated Accuracy
 JP0197;SPC NV C     - 6,390,680.      590,790.      MT  (+/- 180 meters Scaled)
 JP0197
 JP0197                          SUPERSEDED SURVEY CONTROL
 JP0197
 JP0197  NGVD 29 (??/??/92) 1720.578  (m)         5644.93   (f) ADJ UNCH    2 0
 JP0197
 JP0197.Superseded values are not recommended for survey control.
 JP0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0197.See file dsdata.txt to determine how the superseded data were derived.
 JP0197
 JP0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC199362(NAD 83)
 JP0197_MARKER: DB = BENCH MARK DISK
 JP0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0197_STAMPING: D 196 1958
 JP0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0197+STABILITY: SURFACE MOTION
 JP0197
 JP0197  HISTORY     - Date     Condition        Report By
 JP0197  HISTORY     - 1958     MONUMENTED       CGS
 JP0197
 JP0197                          STATION DESCRIPTION
 JP0197
 JP0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0197'6.9 MI NE FROM NYALA.
 JP0197'3.1 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE SHARP RANCHHOUSE AT
 JP0197'NYALA, THENCE 3.8 MILES EAST ALONG A DIRT ROAD, AT THE TOP OF A STEEP
 JP0197'GRADE, 54 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST
 JP0197'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE
 JP0197'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0307 ***********************************************************************
 MU0307  DESIGNATION -  D 197
 MU0307  PID         -  MU0307
 MU0307  STATE/COUNTY-  NV/HUMBOLDT
 MU0307  USGS QUAD   -  BUCKSKIN MOUNTAIN (1991)
 MU0307
 MU0307                         *CURRENT SURVEY CONTROL
 MU0307  ___________________________________________________________________
 MU0307* NAD 83(1986)-  41 45 47.     (N)    117 32 37.     (W)     SCALED    
 MU0307* NAVD 88     -      2253.432  (meters)    7393.13   (feet)  ADJUSTED  
 MU0307  ___________________________________________________________________
 MU0307  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 MU0307  DYNAMIC HT  -        2251.648 (meters)    7387.28  (feet)  COMP
 MU0307  MODELED GRAV-     979,748.4   (mgal)                       NAVD 88
 MU0307
 MU0307  VERT ORDER  -  SECOND    CLASS 0
 MU0307
 MU0307.The horizontal coordinates were scaled from a topographic map and have
 MU0307.an estimated accuracy of +/- 6 seconds.
 MU0307
 MU0307.The orthometric height was determined by differential leveling
 MU0307.and adjusted by the National Geodetic Survey in June 1991..
 MU0307
 MU0307.The geoid height was determined by GEOID03.
 MU0307
 MU0307.The dynamic height is computed by dividing the NAVD 88
 MU0307.geopotential number by the normal gravity value computed on the
 MU0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0307.degrees latitude (g = 980.6199 gals.).
 MU0307
 MU0307.The modeled gravity was interpolated from observed gravity values.
 MU0307
 MU0307;                    North         East    Units  Estimated Accuracy
 MU0307;SPC NV W     - 4,778,910.      886,450.      MT  (+/- 180 meters Scaled)
 MU0307
 MU0307                          SUPERSEDED SURVEY CONTROL
 MU0307
 MU0307  NGVD 29 (??/??/92) 2252.20   (m)         7389.1    (f) COMPUTED    2 0
 MU0307
 MU0307.Superseded values are not recommended for survey control.
 MU0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0307.See file dsdata.txt to determine how the superseded data were derived.
 MU0307
 MU0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG548236(NAD 83)
 MU0307_MARKER: DB = BENCH MARK DISK
 MU0307_SETTING: 66 = SET IN ROCK OUTCROP
 MU0307_SP_SET: SET IN ROCK OUTCROP
 MU0307_STAMPING: D 197 1963
 MU0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0307+STABILITY: POSITION/ELEVATION WELL
 MU0307
 MU0307  HISTORY     - Date     Condition        Report By
 MU0307  HISTORY     - 1963     MONUMENTED       CGS
 MU0307
 MU0307                          STATION DESCRIPTION
 MU0307
 MU0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0307'27.1 MI SW FROM MCDERMITT.
 MU0307'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0307'LINE AT MCDERMITT, THENCE 13.1 MILES EAST ALONG BUCKSKIN ROAD, AT THE
 MU0307'SUMMIT OF BUCKSKIN PASS, IN THE SOUTH FACE OF A MASSIVE OUTCROP, 211
 MU0307'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD AND THE CENTER OF A
 MU0307'CATTLEGUARD, 157 FEET WEST OF THE CENTER LINE OF A DIRT ROAD NORTH TO
 MU0307'THE BUCKSKIN MINE, 6 FEET WEST OF A FENCE, 3 1/2 FEET ABOVE THE
 MU0307'GROUND, AND ABOUT 12 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0175 ***********************************************************************
 MU0175  DESIGNATION -  D 198
 MU0175  PID         -  MU0175
 MU0175  STATE/COUNTY-  NV/HUMBOLDT
 MU0175  USGS QUAD   -  CAPITOL PEAK (1980)
 MU0175
 MU0175                         *CURRENT SURVEY CONTROL
 MU0175  ___________________________________________________________________
 MU0175* NAD 83(1986)-  41 47 39.     (N)    117 17 11.     (W)     SCALED    
 MU0175* NAVD 88     -      2048.273  (meters)    6720.04   (feet)  ADJUSTED  
 MU0175  ___________________________________________________________________
 MU0175  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 MU0175  DYNAMIC HT  -        2046.635 (meters)    6714.67  (feet)  COMP
 MU0175  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 MU0175
 MU0175  VERT ORDER  -  SECOND    CLASS 0
 MU0175
 MU0175.The horizontal coordinates were scaled from a topographic map and have
 MU0175.an estimated accuracy of +/- 6 seconds.
 MU0175
 MU0175.The orthometric height was determined by differential leveling
 MU0175.and adjusted by the National Geodetic Survey in June 1991..
 MU0175
 MU0175.The geoid height was determined by GEOID03.
 MU0175
 MU0175.The dynamic height is computed by dividing the NAVD 88
 MU0175.geopotential number by the normal gravity value computed on the
 MU0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0175.degrees latitude (g = 980.6199 gals.).
 MU0175
 MU0175.The modeled gravity was interpolated from observed gravity values.
 MU0175
 MU0175;                    North         East    Units  Estimated Accuracy
 MU0175;SPC NV W     - 4,782,650.      907,790.      MT  (+/- 180 meters Scaled)
 MU0175
 MU0175                          SUPERSEDED SURVEY CONTROL
 MU0175
 MU0175  NGVD 29 (??/??/92) 2047.007  (m)         6715.89   (f) ADJ UNCH    2 0
 MU0175
 MU0175.Superseded values are not recommended for survey control.
 MU0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0175.See file dsdata.txt to determine how the superseded data were derived.
 MU0175
 MU0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG762269(NAD 83)
 MU0175_MARKER: DB = BENCH MARK DISK
 MU0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0175_STAMPING: D 198 1963
 MU0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0175+STABILITY: SURFACE MOTION
 MU0175
 MU0175  HISTORY     - Date     Condition        Report By
 MU0175  HISTORY     - 1963     MONUMENTED       CGS
 MU0175
 MU0175                          STATION DESCRIPTION
 MU0175
 MU0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0175'48.3 MI E FROM MCDERMITT.
 MU0175'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0175'LINE AT MCDERMITT, THENCE 17.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0175'THENCE 17.15 MILES NORTHEAST ALONG A DIRT ROAD, AT A POINT WHERE THE
 MU0175'ROAD CROSSES AN EAST-WEST RIDGE IN A LOW SADDLE, 18 FEET SOUTHEAST OF
 MU0175'THE CENTER LINE OF THE ROAD, 9 FEET SOUTHWEST OF THE WEST CORNER OF A
 MU0175'CORRAL AND IN LINE WITH THE NORTHWEST FENCE, 3.0 FEET WEST OF A
 MU0175'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MU0175'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0371 ***********************************************************************
 LQ0371  DESIGNATION -  D 199
 LQ0371  PID         -  LQ0371
 LQ0371  STATE/COUNTY-  NV/ELKO
 LQ0371  USGS QUAD   -  JIGGS (1985)
 LQ0371
 LQ0371                         *CURRENT SURVEY CONTROL
 LQ0371  ___________________________________________________________________
 LQ0371* NAD 83(1986)-  40 25 11.     (N)    115 43 24.     (W)     SCALED    
 LQ0371* NAVD 88     -      1668.144  (meters)    5472.90   (feet)  ADJUSTED  
 LQ0371  ___________________________________________________________________
 LQ0371  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 LQ0371  DYNAMIC HT  -        1666.643 (meters)    5467.98  (feet)  COMP
 LQ0371  MODELED GRAV-     979,666.8   (mgal)                       NAVD 88
 LQ0371
 LQ0371  VERT ORDER  -  SECOND    CLASS 0
 LQ0371
 LQ0371.The horizontal coordinates were scaled from a topographic map and have
 LQ0371.an estimated accuracy of +/- 6 seconds.
 LQ0371
 LQ0371.The orthometric height was determined by differential leveling
 LQ0371.and adjusted by the National Geodetic Survey in June 1991..
 LQ0371
 LQ0371.The geoid height was determined by GEOID03.
 LQ0371
 LQ0371.The dynamic height is computed by dividing the NAVD 88
 LQ0371.geopotential number by the normal gravity value computed on the
 LQ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0371.degrees latitude (g = 980.6199 gals.).
 LQ0371
 LQ0371.The modeled gravity was interpolated from observed gravity values.
 LQ0371
 LQ0371;                    North         East    Units  Estimated Accuracy
 LQ0371;SPC NV E     - 8,629,220.      188,120.      MT  (+/- 180 meters Scaled)
 LQ0371
 LQ0371                          SUPERSEDED SURVEY CONTROL
 LQ0371
 LQ0371  NGVD 29 (??/??/92) 1667.018  (m)         5469.21   (f) ADJ UNCH    2 0
 LQ0371
 LQ0371.Superseded values are not recommended for survey control.
 LQ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0371.See file dsdata.txt to determine how the superseded data were derived.
 LQ0371
 LQ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE083751(NAD 83)
 LQ0371_MARKER: DB = BENCH MARK DISK
 LQ0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0371_STAMPING: D 199 1963
 LQ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0371+STABILITY: SURFACE MOTION
 LQ0371
 LQ0371  HISTORY     - Date     Condition        Report By
 LQ0371  HISTORY     - 1963     MONUMENTED       CGS
 LQ0371
 LQ0371                          STATION DESCRIPTION
 LQ0371
 LQ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0371'3.5 MI W FROM JIGGS.
 LQ0371'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0371'JIGGS, THENCE 3.2 MILES WEST ALONG THE LITTLE PORTER CREEK ROAD, 0.3
 LQ0371'MILE WEST OF THE JUNCTION OF A DIRT ROAD SOUTH, ON A SMALL KNOLL, 20
 LQ0371'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET WEST OF A WITNESS
 LQ0371'POST, 1 1/2 FEET HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 LQ0371'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0039 ***********************************************************************
 HP0039  DESIGNATION -  D 2
 HP0039  PID         -  HP0039
 HP0039  STATE/COUNTY-  NV/LINCOLN
 HP0039  USGS QUAD   -  LEITH (1980)
 HP0039
 HP0039                         *CURRENT SURVEY CONTROL
 HP0039  ___________________________________________________________________
 HP0039* NAD 83(1986)-  37 18 26.     (N)    114 28 20.     (W)     SCALED    
 HP0039* NAVD 88     -       959.364  (meters)    3147.51   (feet)  POSTED    
 HP0039  ___________________________________________________________________
 HP0039  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 HP0039  DYNAMIC HT  -         958.370 (meters)    3144.25  (feet)  COMP
 HP0039  MODELED GRAV-     979,565.7   (mgal)                       NAVD 88
 HP0039
 HP0039  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0039
 HP0039.The horizontal coordinates were scaled from a topographic map and have
 HP0039.an estimated accuracy of +/- 6 seconds.
 HP0039
 HP0039.The orthometric height was determined by differential leveling
 HP0039.and adjusted by the National Geodetic Survey in 1992..
 HP0039.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0039.rate of 1.1 thru 2.0 mm/km.
 HP0039
 HP0039.The geoid height was determined by GEOID03.
 HP0039
 HP0039.The dynamic height is computed by dividing the NAVD 88
 HP0039.geopotential number by the normal gravity value computed on the
 HP0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0039.degrees latitude (g = 980.6199 gals.).
 HP0039
 HP0039.The modeled gravity was interpolated from observed gravity values.
 HP0039
 HP0039;                    North         East    Units  Estimated Accuracy
 HP0039;SPC NV E     - 8,284,300.      298,490.      MT  (+/- 180 meters Scaled)
 HP0039
 HP0039                          SUPERSEDED SURVEY CONTROL
 HP0039
 HP0039  NGVD 29 (??/??/92)  958.513  (m)         3144.72   (f) ADJ UNCH    1 2
 HP0039
 HP0039.Superseded values are not recommended for survey control.
 HP0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0039.See file dsdata.txt to determine how the superseded data were derived.
 HP0039
 HP0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB240319(NAD 83)
 HP0039_MARKER: DB = BENCH MARK DISK
 HP0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HP0039_SP_SET: ABUTMENT
 HP0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0039
 HP0039  HISTORY     - Date     Condition        Report By
 HP0039  HISTORY     - UNK      MONUMENTED       CGS
 HP0039  HISTORY     - 1950     GOOD             NGS
 HP0039  HISTORY     - 1973     MARK NOT FOUND   USGS
 HP0039
 HP0039                          STATION DESCRIPTION
 HP0039
 HP0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HP0039'3.9 MI N FROM LEITH.
 HP0039'3.9 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM LEITH, LINCOLN
 HP0039'COUNTY, AT BRIDGE 431 G, IN THE TOP OF THE SOUTHWEST END OF THE
 HP0039'SOUTHEAST CONCRETE ABUTMENT, 11 FEET SOUTHWEST OF THE CENTER LINE OF
 HP0039'THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A COPPER BOLT.
 HP0039'NOTE-- DUE TO HEAVY FLOODING IN THE YEAR 1911, RE-ALIGNMENT OF THE
 HP0039'RAILROAD TRACKS TO A HIGHER LEVEL, AND ACCORDING TO LOCAL SOURCES, IT
 HP0039'IS BELIEVED THAT THE CONCRETE ABUTMENT CONTAINING THE COPPER BOLT HAS
 HP0039'BEEN WASHED AWAY.
 HP0039
 HP0039                          STATION RECOVERY (1973)
 HP0039
 HP0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HP0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0725 ***********************************************************************
 GS0725  DESIGNATION -  D 2 HN
 GS0725  PID         -  GS0725
 GS0725  STATE/COUNTY-  NV/NYE
 GS0725  USGS QUAD   -  JACKASS FLATS (1983)
 GS0725
 GS0725                         *CURRENT SURVEY CONTROL
 GS0725  ___________________________________________________________________
 GS0725* NAD 83(1986)-  36 46 33.     (N)    116 17 07.     (W)     SCALED    
 GS0725* NAVD 88     -      1036.609  (meters)    3400.94   (feet)  ADJUSTED  
 GS0725  ___________________________________________________________________
 GS0725  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 GS0725  DYNAMIC HT  -        1035.509 (meters)    3397.33  (feet)  COMP
 GS0725  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 GS0725
 GS0725  VERT ORDER  -  FIRST     CLASS I
 GS0725
 GS0725.The horizontal coordinates were scaled from a topographic map and have
 GS0725.an estimated accuracy of +/- 6 seconds.
 GS0725
 GS0725.The orthometric height was determined by differential leveling
 GS0725.and adjusted by the National Geodetic Survey in May 2004..
 GS0725
 GS0725.The geoid height was determined by GEOID03.
 GS0725
 GS0725.The dynamic height is computed by dividing the NAVD 88
 GS0725.geopotential number by the normal gravity value computed on the
 GS0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0725.degrees latitude (g = 980.6199 gals.).
 GS0725
 GS0725.The modeled gravity was interpolated from observed gravity values.
 GS0725
 GS0725;                    North         East    Units  Estimated Accuracy
 GS0725;SPC NV C     - 6,224,820.      534,040.      MT  (+/- 180 meters Scaled)
 GS0725
 GS0725                          SUPERSEDED SURVEY CONTROL
 GS0725
 GS0725  NAVD 88 (??/??/92) 1036.618  (m)         3400.97   (f) UNKNOWN     3 0
 GS0725  NGVD 29 (05/01/91) 1035.740  (m)         3398.09   (f) ADJUSTED    1 1
 GS0725
 GS0725.Superseded values are not recommended for survey control.
 GS0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0725.See file dsdata.txt to determine how the superseded data were derived.
 GS0725
 GS0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA637702(NAD 83)
 GS0725_MARKER: DD = SURVEY DISK
 GS0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0725_SP_SET: CONCRETE POST
 GS0725_STAMPING: H-N BM D2 1956 3398.18
 GS0725_MARK LOGO: AEC   
 GS0725_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0725+STABILITY: SURFACE MOTION
 GS0725
 GS0725  HISTORY     - Date     Condition        Report By
 GS0725  HISTORY     - 1956     MONUMENTED       AEC
 GS0725  HISTORY     - 1983     GOOD             USGS
 GS0725  HISTORY     - 1986     GOOD             USGS
 GS0725  HISTORY     - 1988     GOOD             USGS
 GS0725  HISTORY     - 19910528 GOOD             USGS
 GS0725  HISTORY     - 19930302 GOOD             USGS
 GS0725  HISTORY     - 19950309 GOOD             USGS
 GS0725
 GS0725                          STATION DESCRIPTION
 GS0725
 GS0725'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0725'34.1 KM (21.20 MI) NW FROM MERCURY.
 GS0725'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0725'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0725'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES TO A CURVE IN
 GS0725'THE ROAD AND A TRACK ROAD NORTHWEST, TURN LEFT ONTO THE TRACK ROAD
 GS0725'AND PROCEED NORTHWEST 2.0 MILES, 300 FEET NORTH OF THE TRACK ROAD,
 GS0725'0.2 MILES EAST OF ROAD B.
 GS0725'THE MARK IS 2 FT  S FROM  A 4 BY 4 POST
 GS0725
 GS0725                          STATION RECOVERY (1986)
 GS0725
 GS0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0725'RECOVERED IN GOOD CONDITION.
 GS0725
 GS0725                          STATION RECOVERY (1988)
 GS0725
 GS0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0725'RECOVERED IN GOOD CONDITION.
 GS0725
 GS0725                          STATION RECOVERY (1991)
 GS0725
 GS0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0725'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0725'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0725'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES TO A CURVE IN
 GS0725'THE ROAD AND A TRACK ROAD NORTHWEST, TURN LEFT ONTO THE TRACK ROAD
 GS0725'AND PROCEED NORTHWEST 2.0 MILES, 300 FEET NORTH OF THE TRACK ROAD,
 GS0725'0.2 MILE EAST OF ROAD B.
 GS0725
 GS0725                          STATION RECOVERY (1993)
 GS0725
 GS0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0725'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0725'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0725'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES
 GS0725'(30.9 KM) TO A CURVE IN THE ROAD AND A TRACK ROAD NORTHWEST, TURN
 GS0725'LEFT ONTO THE TRACK ROAD AND PROCEED NORTHWEST 2.0 MILES (3.2 KM),
 GS0725'300 FEET (91.4 M) NORTH OF THE TRACK ROAD, 0.2 MILE (0.3 KM) EAST OF
 GS0725'ROAD B.
 GS0725
 GS0725                          STATION RECOVERY (1995)
 GS0725
 GS0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0725'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0027 ***********************************************************************
 MV0027  DESIGNATION -  D 20
 MV0027  PID         -  MV0027
 MV0027  STATE/COUNTY-  NV/HUMBOLDT
 MV0027  USGS QUAD   -  HOWARD HOT SPRING (1990)
 MV0027
 MV0027                         *CURRENT SURVEY CONTROL
 MV0027  ___________________________________________________________________
 MV0027* NAD 83(1986)-  41 42 50.     (N)    118 30 05.     (W)     SCALED    
 MV0027* NAVD 88     -      1323.158  (meters)    4341.06   (feet)  ADJUSTED  
 MV0027  ___________________________________________________________________
 MV0027  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 MV0027  DYNAMIC HT  -        1322.259 (meters)    4338.11  (feet)  COMP
 MV0027  MODELED GRAV-     979,897.4   (mgal)                       NAVD 88
 MV0027
 MV0027  VERT ORDER  -  FIRST     CLASS II
 MV0027
 MV0027.The horizontal coordinates were scaled from a topographic map and have
 MV0027.an estimated accuracy of +/- 6 seconds.
 MV0027
 MV0027.The orthometric height was determined by differential leveling
 MV0027.and adjusted by the National Geodetic Survey in June 1991..
 MV0027
 MV0027.The geoid height was determined by GEOID03.
 MV0027
 MV0027.The dynamic height is computed by dividing the NAVD 88
 MV0027.geopotential number by the normal gravity value computed on the
 MV0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0027.degrees latitude (g = 980.6199 gals.).
 MV0027
 MV0027.The modeled gravity was interpolated from observed gravity values.
 MV0027
 MV0027;                    North         East    Units  Estimated Accuracy
 MV0027;SPC NV W     - 4,772,930.      806,820.      MT  (+/- 180 meters Scaled)
 MV0027
 MV0027                          SUPERSEDED SURVEY CONTROL
 MV0027
 MV0027  NGVD 29 (??/??/92) 1322.058  (m)         4337.45   (f) ADJ UNCH    1 2
 MV0027
 MV0027.Superseded values are not recommended for survey control.
 MV0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0027.See file dsdata.txt to determine how the superseded data were derived.
 MV0027
 MV0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG751190(NAD 83)
 MV0027_MARKER: DB = BENCH MARK DISK
 MV0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0027_STAMPING: 4337.439 D 20 1931
 MV0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0027+STABILITY: SURFACE MOTION
 MV0027
 MV0027  HISTORY     - Date     Condition        Report By
 MV0027  HISTORY     - 1931     MONUMENTED       CGS
 MV0027  HISTORY     - 1960     GOOD             USGS
 MV0027
 MV0027                          STATION DESCRIPTION
 MV0027
 MV0027'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MV0027'21.0 MI SE FROM DENIO, OR.
 MV0027'IN HUMBOLDT COUNTY, NEVADA, 21.0 MILES SOUTHEAST ALONG THE OLD
 MV0027'HIGHWAY FROM DENIO, HARNEY COUNTY, OREGON, 10.0 MILES NORTH OF THE
 MV0027'QUINN RIVER CROSSING RANCH, AND 43 FEET EAST OF THE CENTERLINE OF THE
 MV0027'HIGHWAY.  A STANDARD DISK, STAMPED 4337.439 D 20 1931 AND SET IN THE
 MV0027'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1043 ***********************************************************************
 KR1043  DESIGNATION -  D 200
 KR1043  PID         -  KR1043
 KR1043  STATE/COUNTY-  NV/LYON
 KR1043  USGS QUAD   -  FLOWERY PEAK (1994)
 KR1043
 KR1043                         *CURRENT SURVEY CONTROL
 KR1043  ___________________________________________________________________
 KR1043* NAD 83(1994)-  39 16 56.47490(N)    119 33 01.56717(W)     ADJUSTED  
 KR1043* NAVD 88     -      1326.53   (+/-2cm)    4352.1    (feet)  VERTCON   
 KR1043  ___________________________________________________________________
 KR1043  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 KR1043  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR1043
 KR1043  HORZ ORDER  -  SECOND
 KR1043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1043
 KR1043.The horizontal coordinates were established by classical geodetic methods
 KR1043.and adjusted by the National Geodetic Survey in June 1998..
 KR1043
 KR1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1043.The vertical order pertains to the NGVD 29 superseded value.
 KR1043
 KR1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1043
 KR1043.The geoid height was determined by GEOID03.
 KR1043
 KR1043;                    North         East     Units Scale Factor Converg.
 KR1043;SPC NV W     - 4,503,387.651   716,564.967   MT  0.99998569   -0 36 44.5
 KR1043;SPC NV W     -14,774,864.32  2,350,930.23   sFT  0.99998569   -0 36 44.5
 KR1043;UTM  11      - 4,351,211.522   280,019.205   MT  1.00019587   -1 36 55.6
 KR1043
 KR1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1043!SPC NV W     -   0.99979573  x   0.99998569  =   0.99978142
 KR1043!UTM  11      -   0.99979573  x   1.00019587  =   0.99999156
 KR1043
 KR1043                          SUPERSEDED SURVEY CONTROL
 KR1043
 KR1043  NAD 83(1992)-  39 16 56.47850(N)    119 33 01.56036(W) AD(       ) 2
 KR1043  NAD 83(1986)-  39 16 56.47796(N)    119 33 01.54080(W) AD(       ) 2
 KR1043  NAD 27      -  39 16 56.78600(N)    119 32 57.91500(W) AD(       ) 2
 KR1043  NGVD 29 (??/??/92) 1325.491  (m)         4348.72   (f) ADJ UNCH    2 0
 KR1043
 KR1043.Superseded values are not recommended for survey control.
 KR1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1043.See file dsdata.txt to determine how the superseded data were derived.
 KR1043
 KR1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8001951212(NAD 83)
 KR1043_MARKER: DB = BENCH MARK DISK
 KR1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1043_STAMPING: D 200 1935
 KR1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1043+STABILITY: SURFACE MOTION
 KR1043
 KR1043  HISTORY     - Date     Condition        Report By
 KR1043  HISTORY     - 1935     MONUMENTED       CGS
 KR1043  HISTORY     - 1951     GOOD             CGS
 KR1043  HISTORY     - 1951     GOOD             NGS
 KR1043
 KR1043                          STATION DESCRIPTION
 KR1043
 KR1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR1043'3.9 MI NE FROM DAYTON.
 KR1043'3.9 MILES NORTHEAST OF, ALONG U.S. HIGHWAY NO. 50.  500 FEET EAST OF
 KR1043'SMALL CREEK BED, ON GENTLE EASTERN SLOPE.  408 FEET EAST OF SMALL
 KR1043'CULVERT, 49.8 FEET SOUTH OF CENTERLINE OF HIGHWAY NO. 50.
 KR1043
 KR1043                          STATION RECOVERY (1951)
 KR1043
 KR1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 KR1043'SEE STATION DEE
 KR1043
 KR1043                          STATION RECOVERY (1951)
 KR1043
 KR1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KR1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1044 ***********************************************************************
 KR1044  DESIGNATION -  D 200 RESET
 KR1044  PID         -  KR1044
 KR1044  STATE/COUNTY-  NV/LYON
 KR1044  USGS QUAD   -  FLOWERY PEAK (1994)
 KR1044
 KR1044                         *CURRENT SURVEY CONTROL
 KR1044  ___________________________________________________________________
 KR1044* NAD 83(1986)-  39 16 56.     (N)    119 33 01.     (W)     SCALED    
 KR1044* NAVD 88     -      1326.65   (+/-2cm)    4352.5    (feet)  VERTCON   
 KR1044  ___________________________________________________________________
 KR1044  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR1044
 KR1044  VERT ORDER  -  THIRD (See Below)
 KR1044
 KR1044.The horizontal coordinates were scaled from a topographic map and have
 KR1044.an estimated accuracy of +/- 6 seconds.
 KR1044
 KR1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1044.The vertical order pertains to the NGVD 29 superseded value.
 KR1044
 KR1044.The geoid height was determined by GEOID03.
 KR1044
 KR1044;                    North         East    Units  Estimated Accuracy
 KR1044;SPC NV W     - 4,503,370.      716,580.      MT  (+/- 180 meters Scaled)
 KR1044
 KR1044                          SUPERSEDED SURVEY CONTROL
 KR1044
 KR1044  NGVD 29 (07/31/00) 1325.61   (m)         4349.1    (f) RESET       3  
 KR1044
 KR1044.Superseded values are not recommended for survey control.
 KR1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1044.See file dsdata.txt to determine how the superseded data were derived.
 KR1044
 KR1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD800511(NAD 83)
 KR1044_MARKER: DD = SURVEY DISK
 KR1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1044_STAMPING: D 200 RESET 1954
 KR1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1044+STABILITY: SURFACE MOTION
 KR1044
 KR1044  HISTORY     - Date     Condition        Report By
 KR1044  HISTORY     - 1954     MONUMENTED       NVDH
 KR1044
 KR1044                          STATION DESCRIPTION
 KR1044
 KR1044'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1954
 KR1044'3.9 MI NE FROM DAYTON.
 KR1044'3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM DAYTON, LYON COUNTY,
 KR1044'0.1 MILE EAST OF A SMALL CREEK BED, AT THE EAST SLOPE OF A HILL, 136
 KR1044'YARDS EAST OF A SMALL CULVERT, AND 99.8 FEET SOUTH OF THE CENTERLINE
 KR1044'OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 200 RESET 1954 AND SET IN
 KR1044'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3461 ***********************************************************************
 AA3461  CBN         -  This is a Cooperative Base Network Control Station.
 AA3461  DESIGNATION -  D 200 RESET
 AA3461  PID         -  AA3461
 AA3461  STATE/COUNTY-  NV/LYON
 AA3461  USGS QUAD   -  FLOWERY PEAK (1994)
 AA3461
 AA3461                         *CURRENT SURVEY CONTROL
 AA3461  ___________________________________________________________________
 AA3461* NAD 83(1999)-  39 16 55.94845(N)    119 33 00.95617(W)     ADJUSTED  
 AA3461* NAVD 88     -      1326.8    (meters)    4353.     (feet)  GPS OBS   
 AA3461  ___________________________________________________________________
 AA3461  EPOCH DATE  -        1999.37
 AA3461  X           -  -2,438,591.851 (meters)                     COMP
 AA3461  Y           -  -4,301,387.295 (meters)                     COMP
 AA3461  Z           -   4,017,441.189 (meters)                     COMP
 AA3461  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 AA3461  ELLIP HEIGHT-        1302.52  (meters)          (05/16/00) GPS OBS
 AA3461  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AA3461
 AA3461  HORZ ORDER  -  A
 AA3461  ELLP ORDER  -  FOURTH    CLASS I
 AA3461
 AA3461.The horizontal coordinates were established by GPS observations
 AA3461.and adjusted by the National Geodetic Survey in May 2000..
 AA3461.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3461.DATUM ITEM on the data sheet items page.
 AA3461.The horizontal coordinates are valid at the epoch date displayed above.
 AA3461.The epoch date for horizontal control is a decimal equivalence
 AA3461.of Year/Month/Day.
 AA3461
 AA3461.The orthometric height was determined by GPS observations and a
 AA3461.high-resolution geoid model.
 AA3461
 AA3461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3461
 AA3461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3461
 AA3461.The ellipsoidal height was determined by GPS observations
 AA3461.and is referenced to NAD 83.
 AA3461
 AA3461.The geoid height was determined by GEOID03.
 AA3461
 AA3461;                    North         East     Units Scale Factor Converg.
 AA3461;SPC NV W     - 4,503,371.261   716,579.436   MT  0.99998566   -0 36 44.1
 AA3461;SPC NV W     -14,774,810.55  2,350,977.70   sFT  0.99998566   -0 36 44.1
 AA3461;UTM  11      - 4,351,194.878   280,033.388   MT  1.00019579   -1 36 55.2
 AA3461
 AA3461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3461!SPC NV W     -   0.99979569  x   0.99998566  =   0.99978135
 AA3461!UTM  11      -   0.99979569  x   1.00019579  =   0.99999144
 AA3461
 AA3461                          SUPERSEDED SURVEY CONTROL
 AA3461
 AA3461  NAD 83(1994)-  39 16 55.94636(N)    119 33 00.95270(W) AD(       ) B
 AA3461  ELLIP H (03/30/95) 1302.64   (m)                       GP(       ) 4 1
 AA3461
 AA3461.Superseded values are not recommended for survey control.
 AA3461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3461.See file dsdata.txt to determine how the superseded data were derived.
 AA3461
 AA3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8003351195(NAD 83)
 AA3461_MARKER: DD = SURVEY DISK
 AA3461_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AA3461_STAMPING: D 200 RESET 1976
 AA3461_MARK LOGO: NGS   
 AA3461_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3461+STABILITY: SURFACE MOTION
 AA3461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3461+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1999
 AA3461
 AA3461  HISTORY     - Date     Condition        Report By
 AA3461  HISTORY     - 1976     MONUMENTED       NGS
 AA3461  HISTORY     - 19940615 GOOD             NGS
 AA3461  HISTORY     - 19991008 GOOD             NGS
 AA3461
 AA3461                          STATION DESCRIPTION
 AA3461
 AA3461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3461'THE STATION IS LOCATED ALONG U.S. HIGHWAY 50 ABOUT 6.6 KN NORTHEAST OF
 AA3461'DAYTON, IN A SAGE BRUSH COVERED FLAT. OWNERSHIP--NV DEPT OF
 AA3461'TRANSPORTATION. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50, DAYTON
 AA3461'VALLEY ROAD, AND MAIN STREET IN DAYTON, GO NORTHEAST ON HIGHWAY 50 FOR
 AA3461'6.52 KM (4.05 MI) TO THE JUNCTION OF GRAVES DRIVE ON THE RIGHT.
 AA3461'CONTINUE NORTHEAST FOR ABOUT 65 M (213.3 FT) TO THE STATION ON THE
 AA3461'RIGHT. THE STATION IS 30.9M SOUTHEAST OF THE CENTERLINE OF THE
 AA3461'HIGHWAY, 13.4 M (44.0 FT) SOUTH OF DEE RM 1, 9.8 M (32.2 FT) SOUTHEAST
 AA3461'OF THE CENTER OF A DIRT ROAD, 7.4 M (24.3 FT) SOUTH-SOUTHEAST OF BENCH
 AA3461'MARK D 200 RESET 1954, AND 0.3 M (1.0 FT) NORTH-NORTHWEST OF A METAL
 AA3461'WITNESS POST.
 AA3461
 AA3461                          STATION RECOVERY (1999)
 AA3461
 AA3461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 AA3461'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0813 ***********************************************************************
 KR0813  DESIGNATION -  D 201
 KR0813  PID         -  KR0813
 KR0813  STATE/COUNTY-  NV/STOREY
 KR0813  USGS QUAD   -  MARTIN CANYON (1985)
 KR0813
 KR0813                         *CURRENT SURVEY CONTROL
 KR0813  ___________________________________________________________________
 KR0813* NAD 83(1986)-  39 29 53.     (N)    119 25 40.     (W)     SCALED    
 KR0813* NAVD 88     -      1553.90   (+/-2cm)    5098.1    (feet)  VERTCON   
 KR0813  ___________________________________________________________________
 KR0813  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 KR0813
 KR0813  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0813
 KR0813.The horizontal coordinates were scaled from a topographic map and have
 KR0813.an estimated accuracy of +/- 6 seconds.
 KR0813
 KR0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0813.The vertical order pertains to the NGVD 29 superseded value.
 KR0813
 KR0813.The geoid height was determined by GEOID03.
 KR0813
 KR0813;                    North         East    Units  Estimated Accuracy
 KR0813;SPC NV W     - 4,527,230.      727,370.      MT  (+/- 180 meters Scaled)
 KR0813
 KR0813                          SUPERSEDED SURVEY CONTROL
 KR0813
 KR0813  NGVD 29 (??/??/92) 1552.821  (m)         5094.55   (f) ADJ UNCH    2 0
 KR0813
 KR0813.Superseded values are not recommended for survey control.
 KR0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0813.See file dsdata.txt to determine how the superseded data were derived.
 KR0813
 KR0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD912748(NAD 83)
 KR0813_MARKER: DB = BENCH MARK DISK
 KR0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0813_STAMPING: D 201 1935
 KR0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0813+STABILITY: SURFACE MOTION
 KR0813
 KR0813  HISTORY     - Date     Condition        Report By
 KR0813  HISTORY     - 1935     MONUMENTED       CGS
 KR0813  HISTORY     - 20010403 MARK NOT FOUND   NVGS
 KR0813
 KR0813                          STATION DESCRIPTION
 KR0813
 KR0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0813'7.1 MI SE FROM CLARK.
 KR0813'7.1 MILES SOUTHEAST OF, BY ROAD.  TO REACH FROM CLARK GO 7.1 MILES
 KR0813'SOUTHEAST ALONG ROAD TO RAMSEY.  JUST EAST OF SMALL GROUP OF FOUR
 KR0813'SMALL CEDAR TREES, 0.3 MILE SOUTHEAST OF INTERSECTION WITH TRAIL
 KR0813'LEADING TO THE WEST.  30.5 FEET WEST OF CENTERLINE OF ROAD.
 KR0813
 KR0813                          STATION RECOVERY (2001)
 KR0813
 KR0813'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR0813'SEARCHED FOR NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0320 ***********************************************************************
 JR0320  DESIGNATION -  D 202
 JR0320  PID         -  JR0320
 JR0320  STATE/COUNTY-  NV/LYON
 JR0320  USGS QUAD   -  WILSON CANYON (1986)
 JR0320
 JR0320                         *CURRENT SURVEY CONTROL
 JR0320  ___________________________________________________________________
 JR0320* NAD 83(1986)-  38 50 16.     (N)    119 08 47.     (W)     SCALED    
 JR0320* NAVD 88     -      1388.93   (+/-2cm)    4556.8    (feet)  VERTCON   
 JR0320  ___________________________________________________________________
 JR0320  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 JR0320
 JR0320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0320
 JR0320.The horizontal coordinates were scaled from a topographic map and have
 JR0320.an estimated accuracy of +/- 6 seconds.
 JR0320
 JR0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0320.The vertical order pertains to the NGVD 29 superseded value.
 JR0320
 JR0320.The geoid height was determined by GEOID03.
 JR0320
 JR0320;                    North         East    Units  Estimated Accuracy
 JR0320;SPC NV W     - 4,453,740.      751,120.      MT  (+/- 180 meters Scaled)
 JR0320
 JR0320                          SUPERSEDED SURVEY CONTROL
 JR0320
 JR0320  NGVD 29 (??/??/92) 1387.850  (m)         4553.30   (f) ADJ UNCH    2 0
 JR0320
 JR0320.Superseded values are not recommended for survey control.
 JR0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0320.See file dsdata.txt to determine how the superseded data were derived.
 JR0320
 JR0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD137009(NAD 83)
 JR0320_MARKER: DB = BENCH MARK DISK
 JR0320_SETTING: 0 = UNSPECIFIED SETTING
 JR0320_STAMPING: D 202 1935
 JR0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0320
 JR0320  HISTORY     - Date     Condition        Report By
 JR0320  HISTORY     - 1935     MONUMENTED       CGS
 JR0320  HISTORY     - 1951     GOOD             NGS
 JR0320  HISTORY     - 1984     MARK NOT FOUND   USGS
 JR0320
 JR0320                          STATION DESCRIPTION
 JR0320
 JR0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0320'10.8 MI S FROM YERINGTON.
 JR0320'0.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0320'YERINGTON, THENCE 10.6 MILES SOUTH ALONG STATE HIGHWAY 3, AT
 JR0320'THE NORTHWEST CORNER OF THE Y JUNCTION OF A DIRT ROAD LEADING
 JR0320'SOUTH TO EAST WALKER RANCH, ABOUT 120 YARDS WEST OF MARK 1-21-1
 JR0320'(N.G.S.), 39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 19.5
 JR0320'FEET EAST OF THE SOUTH HEADWALL OF A 4-FOOT BY 4-FOOT CONCRETE
 JR0320'BOX CULVERT, 3.5 FEET NORTH OF A WIRE FENCE, AND SET 2 FEET
 JR0320'SOUTH OF A TELEPHONE POLE.
 JR0320
 JR0320                          STATION RECOVERY (1984)
 JR0320
 JR0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JR0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0392 ***********************************************************************
 KR0392  DESIGNATION -  D 203
 KR0392  PID         -  KR0392
 KR0392  STATE/COUNTY-  NV/LYON
 KR0392  USGS QUAD   -  WEBER RESERVOIR (1987)
 KR0392
 KR0392                         *CURRENT SURVEY CONTROL
 KR0392  ___________________________________________________________________
 KR0392* NAD 83(1986)-  39 04 33.     (N)    118 56 24.     (W)     SCALED    
 KR0392* NAVD 88     -      1316.88   (+/-2cm)    4320.5    (feet)  VERTCON   
 KR0392  ___________________________________________________________________
 KR0392  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 KR0392
 KR0392  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0392
 KR0392.The horizontal coordinates were scaled from a topographic map and have
 KR0392.an estimated accuracy of +/- 6 seconds.
 KR0392
 KR0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0392.The vertical order pertains to the NGVD 29 superseded value.
 KR0392
 KR0392.The geoid height was determined by GEOID03.
 KR0392
 KR0392;                    North         East    Units  Estimated Accuracy
 KR0392;SPC NV W     - 4,480,080.      769,140.      MT  (+/- 180 meters Scaled)
 KR0392
 KR0392                          SUPERSEDED SURVEY CONTROL
 KR0392
 KR0392  NGVD 29 (??/??/92) 1315.85   (m)         4317.1    (f) COMPUTED    1 2
 KR0392
 KR0392.Superseded values are not recommended for survey control.
 KR0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0392.See file dsdata.txt to determine how the superseded data were derived.
 KR0392
 KR0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD321269(NAD 83)
 KR0392_MARKER: DB = BENCH MARK DISK
 KR0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0392_STAMPING: D 203 1935
 KR0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0392+STABILITY: SURFACE MOTION
 KR0392
 KR0392  HISTORY     - Date     Condition        Report By
 KR0392  HISTORY     - 1935     MONUMENTED       CGS
 KR0392  HISTORY     - 1953     GOOD             NGS
 KR0392
 KR0392                          STATION DESCRIPTION
 KR0392
 KR0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0392'12.0 MI NW FROM SCHURZ.
 KR0392'11.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0392'THE STATION AT SCHURZ, THENCE 0.1 MILE SOUTHWEST ACROSS COUNTRY,
 KR0392'THENCE 0.2 MILE WEST ALONG A DIM TRACK ROAD, ON THE NORTHEAST SLOPE OF
 KR0392'A BRUSH-COVERED HILL, 45 1/2 FEET NORTH OF THE CENTER LINE OF THE
 KR0392'ROAD, 2.3 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 KR0392'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 KR0392'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1051 ***********************************************************************
 KR1051  DESIGNATION -  D 208
 KR1051  PID         -  KR1051
 KR1051  STATE/COUNTY-  NV/WASHOE
 KR1051  USGS QUAD   -  MARLETTE LAKE (1992)
 KR1051
 KR1051                         *CURRENT SURVEY CONTROL
 KR1051  ___________________________________________________________________
 KR1051* NAD 83(1986)-  39 14 43.     (N)    119 57 51.     (W)     SCALED    
 KR1051* NAVD 88     -      1910.33   (+/-2cm)    6267.5    (feet)  VERTCON   
 KR1051  ___________________________________________________________________
 KR1051  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 KR1051
 KR1051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1051
 KR1051.The horizontal coordinates were scaled from a topographic map and have
 KR1051.an estimated accuracy of +/- 6 seconds.
 KR1051
 KR1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1051.The vertical order pertains to the NGVD 29 superseded value.
 KR1051
 KR1051.The geoid height was determined by GEOID03.
 KR1051
 KR1051;                    North         East    Units  Estimated Accuracy
 KR1051;SPC NV W     - 4,499,740.      680,810.      MT  (+/- 180 meters Scaled)
 KR1051
 KR1051                          SUPERSEDED SURVEY CONTROL
 KR1051
 KR1051  NGVD 29 (??/??/92) 1909.092  (m)         6263.41   (f) ADJ UNCH    2 0
 KR1051
 KR1051.Superseded values are not recommended for survey control.
 KR1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1051.See file dsdata.txt to determine how the superseded data were derived.
 KR1051
 KR1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD441481(NAD 83)
 KR1051_MARKER: DB = BENCH MARK DISK
 KR1051_SETTING: 80 = SET IN A BOULDER
 KR1051_STAMPING: D-208 1935
 KR1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1051+STABILITY: SURFACE MOTION
 KR1051
 KR1051  HISTORY     - Date     Condition        Report By
 KR1051  HISTORY     - 1935     MONUMENTED       CGS
 KR1051
 KR1051                          STATION DESCRIPTION
 KR1051
 KR1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR1051'14.2 MI E FROM TAHOE, CALIFORNIA.
 KR1051'ALONG NEVADA STATE HIGHWAY 28 BETWEEN TAHOE, CALIFORNIA, AND CARSON
 KR1051'CITY, NEVADA.  TO REACH FROM POST OFFICE GO EAST ALONG THE NORTH SHORE
 KR1051'OF LAKE TAHOE ON OILED PAVEMENT 14.2 MILES TO MARK.  MARK IS ALONG
 KR1051'WOODED LAKE SHORE, 3.3 MILES EAST OF POINT WHERE HIGHWAY CROSSES THE
 KR1051'NEVADA-CALIFORNIA STATE LINE, ABOUT 500 FEET NORTH OF THE NORTH EDGE
 KR1051'OF THE LAKE, 43 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 KR1051'ABOUT LEVEL WITH TOP OF PAVEMENT ALONGSIDE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1081 ***********************************************************************
 KR1081  DESIGNATION -  D 209
 KR1081  PID         -  KR1081
 KR1081  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1081  USGS QUAD   -  MC TARNAHAN HILL (1994)
 KR1081
 KR1081                         *CURRENT SURVEY CONTROL
 KR1081  ___________________________________________________________________
 KR1081* NAD 83(1986)-  39 06 48.     (N)    119 44 33.     (W)     SCALED    
 KR1081* NAVD 88     -      1429.92   (+/-2cm)    4691.3    (feet)  VERTCON   
 KR1081  ___________________________________________________________________
 KR1081  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 KR1081
 KR1081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1081
 KR1081.The horizontal coordinates were scaled from a topographic map and have
 KR1081.an estimated accuracy of +/- 6 seconds.
 KR1081
 KR1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1081.The vertical order pertains to the NGVD 29 superseded value.
 KR1081
 KR1081.The geoid height was determined by GEOID03.
 KR1081
 KR1081;                    North         East    Units  Estimated Accuracy
 KR1081;SPC NV W     - 4,484,820.      699,760.      MT  (+/- 180 meters Scaled)
 KR1081
 KR1081                          SUPERSEDED SURVEY CONTROL
 KR1081
 KR1081  NGVD 29 (??/??/92) 1428.800  (m)         4687.65   (f) ADJ UNCH    2 0
 KR1081
 KR1081.Superseded values are not recommended for survey control.
 KR1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1081.See file dsdata.txt to determine how the superseded data were derived.
 KR1081
 KR1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD628329(NAD 83)
 KR1081_MARKER: DB = BENCH MARK DISK
 KR1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1081_STAMPING: D 209 1935
 KR1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1081+STABILITY: SURFACE MOTION
 KR1081
 KR1081  HISTORY     - Date     Condition        Report By
 KR1081  HISTORY     - 1935     MONUMENTED       CGS
 KR1081  HISTORY     - 1953     GOOD             NGS
 KR1081
 KR1081                          STATION DESCRIPTION
 KR1081
 KR1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR1081'0.9 MI SE FROM STEWART.
 KR1081'ABOUT 0.9 MILE SOUTHEAST ALONG THE WABUSKA ROAD FROM THE POST OFFICE
 KR1081'AT STEWART, ABOUT 0.3 MILE SOUTHWEST OF A LARGE ROCKY BUTTE, 0.8 MILE
 KR1081'SOUTHEAST OF THE MAIN ENTRANCE TO THE STATE PRISON FARM, AT THE
 KR1081'NORTHEAST CORNER OF A FENCE AROUND THE FARM, 23 FEET SOUTHEAST OF THE
 KR1081'CENTER LINE OF THE ROAD, 9.7 FEET SOUTHEAST OF A FENCE CORNER POST,
 KR1081'2.7 FEET NORTHEAST OF THE NORTHWEST-SOUTHEAST FENCE LINE, 1.6 FEET
 KR1081'SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 KR1081'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 KR1081'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0422 ***********************************************************************
 LS0422  DESIGNATION -  D 21
 LS0422  PID         -  LS0422
 LS0422  STATE/COUNTY-  NV/WASHOE
 LS0422  USGS QUAD   -  PYRAMID SW (1974)
 LS0422
 LS0422                         *CURRENT SURVEY CONTROL
 LS0422  ___________________________________________________________________
 LS0422* NAD 83(1986)-  40 05 46.     (N)    119 42 01.     (W)     SCALED    
 LS0422* NAVD 88     -      1190.795  (meters)    3906.80   (feet)  ADJUSTED  
 LS0422  ___________________________________________________________________
 LS0422  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 LS0422  DYNAMIC HT  -        1189.838 (meters)    3903.66  (feet)  COMP
 LS0422  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 LS0422
 LS0422  VERT ORDER  -  FIRST     CLASS II
 LS0422
 LS0422.The horizontal coordinates were scaled from a topographic map and have
 LS0422.an estimated accuracy of +/- 6 seconds.
 LS0422
 LS0422.The orthometric height was determined by differential leveling
 LS0422.and adjusted by the National Geodetic Survey in June 1991..
 LS0422
 LS0422.The geoid height was determined by GEOID03.
 LS0422
 LS0422.The dynamic height is computed by dividing the NAVD 88
 LS0422.geopotential number by the normal gravity value computed on the
 LS0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0422.degrees latitude (g = 980.6199 gals.).
 LS0422
 LS0422.The modeled gravity was interpolated from observed gravity values.
 LS0422
 LS0422;                    North         East    Units  Estimated Accuracy
 LS0422;SPC NV W     - 4,593,880.      704,760.      MT  (+/- 180 meters Scaled)
 LS0422
 LS0422                          SUPERSEDED SURVEY CONTROL
 LS0422
 LS0422  NGVD 29 (??/??/92) 1189.802  (m)         3903.54   (f) ADJ UNCH    1 2
 LS0422
 LS0422.Superseded values are not recommended for survey control.
 LS0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0422.See file dsdata.txt to determine how the superseded data were derived.
 LS0422
 LS0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE698419(NAD 83)
 LS0422_MARKER: DB = BENCH MARK DISK
 LS0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LS0422_SP_SET: FOUNDATION
 LS0422_STAMPING: 3903.325 D 21 1931
 LS0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LS0422
 LS0422  HISTORY     - Date     Condition        Report By
 LS0422  HISTORY     - 1931     MONUMENTED       CGS
 LS0422  HISTORY     - 1934     GOOD             NGS
 LS0422  HISTORY     - 19850214 MARK NOT FOUND   USGS
 LS0422
 LS0422                          STATION DESCRIPTION
 LS0422
 LS0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 LS0422'14.5 MI SE FROM FLANIGAN.
 LS0422'14.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 LS0422'STATION AT FLANIGAN, WASHOE COUNTY, 0.2 MILE NORTH OF MILEPOST 321, 15
 LS0422'FEET WEST OF THE TRACK, AT A WATER TANK, AND IN THE TOP OF THE CENTER
 LS0422'CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED 3903.325 D 21 1931.
 LS0422
 LS0422                          STATION RECOVERY (1934)
 LS0422
 LS0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LS0422'RECOVERED IN GOOD CONDITION.
 LS0422
 LS0422                          STATION RECOVERY (1985)
 LS0422
 LS0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (PI)
 LS0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0028 ***********************************************************************
 JR0028  DESIGNATION -  D 210
 JR0028  PID         -  JR0028
 JR0028  STATE/COUNTY-  NV/LYON
 JR0028  USGS QUAD   -  NINEMILE RANCH (1989)
 JR0028
 JR0028                         *CURRENT SURVEY CONTROL
 JR0028  ___________________________________________________________________
 JR0028* NAD 83(1986)-  38 24 45.     (N)    118 53 53.     (W)     SCALED    
 JR0028* NAVD 88     -      1896.14   (+/-2cm)    6220.9    (feet)  VERTCON   
 JR0028  ___________________________________________________________________
 JR0028  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 JR0028
 JR0028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0028
 JR0028.The horizontal coordinates were scaled from a topographic map and have
 JR0028.an estimated accuracy of +/- 6 seconds.
 JR0028
 JR0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0028.The vertical order pertains to the NGVD 29 superseded value.
 JR0028
 JR0028.The geoid height was determined by GEOID03.
 JR0028
 JR0028;                    North         East    Units  Estimated Accuracy
 JR0028;SPC NV W     - 4,406,430.      772,520.      MT  (+/- 180 meters Scaled)
 JR0028
 JR0028                          SUPERSEDED SURVEY CONTROL
 JR0028
 JR0028  NGVD 29 (??/??/92) 1894.844  (m)         6216.67   (f) ADJ UNCH    2 0
 JR0028
 JR0028.Superseded values are not recommended for survey control.
 JR0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0028.See file dsdata.txt to determine how the superseded data were derived.
 JR0028
 JR0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC342532(NAD 83)
 JR0028_MARKER: DB = BENCH MARK DISK
 JR0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0028_STAMPING: D 210 1935
 JR0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0028+STABILITY: SURFACE MOTION
 JR0028
 JR0028  HISTORY     - Date     Condition        Report By
 JR0028  HISTORY     - 1935     MONUMENTED       CGS
 JR0028  HISTORY     - 1940     GOOD             NGS
 JR0028  HISTORY     - 19850214 MARK NOT FOUND   USGS
 JR0028
 JR0028                          STATION DESCRIPTION
 JR0028
 JR0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0028'4.2 MI N FROM FLECTHER.
 JR0028'IN LYON COUNTY, 0.1 MILE SOUTH ALONG A ROAD FROM THE OLD STORE
 JR0028'AT FLETCHER, MINERAL COUNTY, THENCE 0.5 MILE WEST ALONG THE
 JR0028'SWEETWATER ROAD, AND THENCE 3.6 MILES NORTH ALONG THE EAST WALKER
 JR0028'RIVER ROAD, ON THE SOUTH SLOPE OF THE WALKER RANGE, NORTH OF THE
 JR0028'SWEETWATER RANGE, NORTHEAST OF MOUNT WHEELER.  NORTH OF A
 JR0028'SMALL GROUP OF TREES IN THE VALLEY, AND 38 FEET SOUTH OF THE
 JR0028'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 210 1935
 JR0028'AND SET IN THE TOP OF A CONCRETE POST.
 JR0028
 JR0028                          STATION RECOVERY (1985)
 JR0028
 JR0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (PI)
 JR0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0396 ***********************************************************************
 JR0396  DESIGNATION -  D 211
 JR0396  PID         -  JR0396
 JR0396  STATE/COUNTY-  NV/LYON
 JR0396  USGS QUAD   -  OREANA PEAK (1986)
 JR0396
 JR0396                         *CURRENT SURVEY CONTROL
 JR0396  ___________________________________________________________________
 JR0396* NAD 83(1986)-  38 49 24.     (N)    119 23 04.     (W)     SCALED    
 JR0396* NAVD 88     -      1458.05   (+/-2cm)    4783.6    (feet)  VERTCON   
 JR0396  ___________________________________________________________________
 JR0396  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 JR0396
 JR0396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0396
 JR0396.The horizontal coordinates were scaled from a topographic map and have
 JR0396.an estimated accuracy of +/- 6 seconds.
 JR0396
 JR0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0396.The vertical order pertains to the NGVD 29 superseded value.
 JR0396
 JR0396.The geoid height was determined by GEOID03.
 JR0396
 JR0396;                    North         East    Units  Estimated Accuracy
 JR0396;SPC NV W     - 4,452,290.      730,440.      MT  (+/- 180 meters Scaled)
 JR0396
 JR0396                          SUPERSEDED SURVEY CONTROL
 JR0396
 JR0396  NGVD 29 (??/??/92) 1456.913  (m)         4779.89   (f) ADJ UNCH    2 0
 JR0396
 JR0396.Superseded values are not recommended for survey control.
 JR0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0396.See file dsdata.txt to determine how the superseded data were derived.
 JR0396
 JR0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC930998(NAD 83)
 JR0396_MARKER: DB = BENCH MARK DISK
 JR0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0396_STAMPING: D 211 1935
 JR0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0396+STABILITY: SURFACE MOTION
 JR0396
 JR0396  HISTORY     - Date     Condition        Report By
 JR0396  HISTORY     - 1935     MONUMENTED       CGS
 JR0396  HISTORY     - 1968     GOOD             NGS
 JR0396  HISTORY     - 1983     MARK NOT FOUND   USGS
 JR0396
 JR0396                          STATION DESCRIPTION
 JR0396
 JR0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0396'5.2 MI N FROM WELLINGTON.
 JR0396'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 JR0396'AT WELLINGTON, LYON COUNTY, THENCE 4.2 MILES NORTH ALONG A
 JR0396'GRAVEL ROAD LEADING TO ARTESIA, 54 FEET SOUTH OF THE SOUTH
 JR0396'END OF A WIRE GATE, 24.9 FEET EAST OF THE CENTERLINE OF THE
 JR0396'ROAD, 13 FEET SOUTH OF A POWER POLE 16621, AND 2.1 FEET
 JR0396'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 JR0396'D 211 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JR0396
 JR0396                          STATION RECOVERY (1968)
 JR0396
 JR0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JR0396'RECOVERED IN GOOD CONDITION.
 JR0396
 JR0396                          STATION RECOVERY (1983)
 JR0396
 JR0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JR0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0021 ***********************************************************************
 JR0021  DESIGNATION -  D 212
 JR0021  PID         -  JR0021
 JR0021  STATE/COUNTY-  NV/LYON
 JR0021  USGS QUAD   -  NINEMILE RANCH (1989)
 JR0021
 JR0021                         *CURRENT SURVEY CONTROL
 JR0021  ___________________________________________________________________
 JR0021* NAD 83(1986)-  38 29 39.     (N)    118 53 59.     (W)     SCALED    
 JR0021* NAVD 88     -      1876.85   (+/-2cm)    6157.6    (feet)  VERTCON   
 JR0021  ___________________________________________________________________
 JR0021  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 JR0021
 JR0021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0021
 JR0021.The horizontal coordinates were scaled from a topographic map and have
 JR0021.an estimated accuracy of +/- 6 seconds.
 JR0021
 JR0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0021.The vertical order pertains to the NGVD 29 superseded value.
 JR0021
 JR0021.The geoid height was determined by GEOID03.
 JR0021
 JR0021;                    North         East    Units  Estimated Accuracy
 JR0021;SPC NV W     - 4,415,500.      772,400.      MT  (+/- 180 meters Scaled)
 JR0021
 JR0021                          SUPERSEDED SURVEY CONTROL
 JR0021
 JR0021  NGVD 29 (??/??/92) 1875.569  (m)         6153.43   (f) ADJ UNCH    2 0
 JR0021
 JR0021.Superseded values are not recommended for survey control.
 JR0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0021.See file dsdata.txt to determine how the superseded data were derived.
 JR0021
 JR0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC343623(NAD 83)
 JR0021_MARKER: DB = BENCH MARK DISK
 JR0021_SETTING: 66 = SET IN ROCK OUTCROP
 JR0021_SP_SET: OUTCROP
 JR0021_STAMPING: D 212 1935
 JR0021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0021+STABILITY: POSITION/ELEVATION WELL
 JR0021
 JR0021  HISTORY     - Date     Condition        Report By
 JR0021  HISTORY     - 1935     MONUMENTED       CGS
 JR0021  HISTORY     - 1940     GOOD             NGS
 JR0021
 JR0021                          STATION DESCRIPTION
 JR0021
 JR0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0021'8 MI SE FROM WICHMAN.
 JR0021'2.0 MILES SOUTHEAST ALONG A ROAD LEADING TO A BRIDGE OVER EAST
 JR0021'WALKER RIVER FROM THE POST OFFICE AT WICHMAN, LYON COUNTY, THENCE
 JR0021'0.5 MILE SOUTHEAST TO A PASS BETWEEN HILLS LEADING TO COAL VALLEY,
 JR0021'THENCE 0.5 MILE SOUTHEAST TO A ROAD JUNCTION, THENCE 1.1 MILES
 JR0021'SOUTHEAST TO ANOTHER ROAD JUNCTION, AND THENCE 3.9 MILES SOUTHEAST
 JR0021'ALONG THE ROAD, 0.2 MILE SOUTH OF THE WALLS OF AN OLD STONE HOUSE,
 JR0021'ABOUT 400 FEET EAST OF A SMALL DOLOMITE HILL, ABOUT 300 FEET
 JR0021'EAST OF A LARGE DRY WASH, ON THE NORTHWEST SLOPE OF A LARGE
 JR0021'DOLOMITE HILL WITH A FEW TREES, 47 FEET EAST OF THE CENTERLINE OF
 JR0021'THE ROAD, ON THE SIDE OF A STEEP HILL, 8 FEET NORTH OF A SMALL
 JR0021'WASH, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED
 JR0021'D 212 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0172 ***********************************************************************
 JR0172  DESIGNATION -  D 213
 JR0172  PID         -  JR0172
 JR0172  STATE/COUNTY-  NV/MINERAL
 JR0172  USGS QUAD   -  BUCK BRUSH SPRING (1988)
 JR0172
 JR0172                         *CURRENT SURVEY CONTROL
 JR0172  ___________________________________________________________________
 JR0172* NAD 83(1986)-  38 45 22.     (N)    118 55 01.     (W)     SCALED    
 JR0172* NAVD 88     -      1704.87   (+/-2cm)    5593.4    (feet)  VERTCON   
 JR0172  ___________________________________________________________________
 JR0172  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 JR0172
 JR0172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0172
 JR0172.The horizontal coordinates were scaled from a topographic map and have
 JR0172.an estimated accuracy of +/- 6 seconds.
 JR0172
 JR0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0172.The vertical order pertains to the NGVD 29 superseded value.
 JR0172
 JR0172.The geoid height was determined by GEOID03.
 JR0172
 JR0172;                    North         East    Units  Estimated Accuracy
 JR0172;SPC NV W     - 4,444,580.      771,000.      MT  (+/- 180 meters Scaled)
 JR0172
 JR0172                          SUPERSEDED SURVEY CONTROL
 JR0172
 JR0172  NGVD 29 (??/??/92) 1703.703  (m)         5589.57   (f) ADJ UNCH    2 0
 JR0172
 JR0172.Superseded values are not recommended for survey control.
 JR0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0172.See file dsdata.txt to determine how the superseded data were derived.
 JR0172
 JR0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC334914(NAD 83)
 JR0172_MARKER: DB = BENCH MARK DISK
 JR0172_SETTING: 80 = SET IN A BOULDER
 JR0172_SP_SET: BOULDER
 JR0172_STAMPING: D 213 1935
 JR0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0172+STABILITY: SURFACE MOTION
 JR0172
 JR0172  HISTORY     - Date     Condition        Report By
 JR0172  HISTORY     - 1935     MONUMENTED       CGS
 JR0172
 JR0172                          STATION DESCRIPTION
 JR0172
 JR0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0172'28.4 MI SE FROM YERINGTON.
 JR0172'TO REACH FROM YERINGTON COURTHOUSE GO 10.2 MILES SOUTH ALONG
 JR0172'STATE HIGHWAY 3, THENCE 3.8 MILES EAST ALONG GRADED ROAD, THENCE
 JR0172'10.5 MILES SOUTHEAST ALONG GRADED ROAD TO SIGN SHOWING ROAD TO
 JR0172'THE SUNNY SLOPES MINE, THENCE 3.9 MILES EAST ALONG ROAD.  ABOUT
 JR0172'4.2 MILES EAST OF WALKER RIVER.  ON SOUTH BANK OF WIDE
 JR0172'ROCKY DRAW, IN WIDE VALLEY SLOPING TOWARDS WALKER RIVER, IN
 JR0172'TOP OF GRANITE BOULDER.  212 FEET WEST OF AN OLD WRECKED
 JR0172'TRUCK, AND 56 FEET NORTH OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0185 ***********************************************************************
 JR0185  DESIGNATION -  D 214
 JR0185  PID         -  JR0185
 JR0185  STATE/COUNTY-  NV/MINERAL
 JR0185  USGS QUAD   -  SCHURZ (1988)
 JR0185
 JR0185                         *CURRENT SURVEY CONTROL
 JR0185  ___________________________________________________________________
 JR0185* NAD 83(1986)-  38 53 46.     (N)    118 48 01.     (W)     SCALED    
 JR0185* NAVD 88     -      1245.72   (+/-2cm)    4087.0    (feet)  VERTCON   
 JR0185  ___________________________________________________________________
 JR0185  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 JR0185
 JR0185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0185
 JR0185.The horizontal coordinates were scaled from a topographic map and have
 JR0185.an estimated accuracy of +/- 6 seconds.
 JR0185
 JR0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0185.The vertical order pertains to the NGVD 29 superseded value.
 JR0185
 JR0185.The geoid height was determined by GEOID03.
 JR0185
 JR0185;                    North         East    Units  Estimated Accuracy
 JR0185;SPC NV W     - 4,460,090.      781,180.      MT  (+/- 180 meters Scaled)
 JR0185
 JR0185                          SUPERSEDED SURVEY CONTROL
 JR0185
 JR0185  NGVD 29 (??/??/92) 1244.627  (m)         4083.41   (f) ADJ UNCH    2 0
 JR0185
 JR0185.Superseded values are not recommended for survey control.
 JR0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0185.See file dsdata.txt to determine how the superseded data were derived.
 JR0185
 JR0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD438067(NAD 83)
 JR0185_MARKER: DB = BENCH MARK DISK
 JR0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0185_STAMPING: D 214 1935
 JR0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0185+STABILITY: SURFACE MOTION
 JR0185
 JR0185  HISTORY     - Date     Condition        Report By
 JR0185  HISTORY     - 1935     MONUMENTED       CGS
 JR0185  HISTORY     - 1961     GOOD
 JR0185
 JR0185                          STATION DESCRIPTION
 JR0185
 JR0185'DESCRIBED 1961
 JR0185'3.8 MI S FROM SCHURZ.
 JR0185'ABOUT 3.8 MILES SOUTH ALONG U.S. HIGHWAY 95 AND STATE HIGHWAY
 JR0185'3 FROM THE POST OFFICE AT SCHURZ, MINERAL COUNTY, 130 FEET
 JR0185'NORTH OF A GUYED POWER POLE, 125 FEET SOUTHWEST OF THE WEST
 JR0185'HEADWALL OF A CULVERT, AND ABOUT 115 FEET WEST OF THE CENTERLINE
 JR0185'OF THE HIGHWAY AT STA. C 458+40 PLUS OR MINUS.  A STANDARD DISK,
 JR0185'STAMPED D 214 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0359 ***********************************************************************
 KR0359  DESIGNATION -  D 218
 KR0359  PID         -  KR0359
 KR0359  STATE/COUNTY-  NV/MINERAL
 KR0359  USGS QUAD   -  TERRILL MOUNTAINS (1987)
 KR0359
 KR0359                         *CURRENT SURVEY CONTROL
 KR0359  ___________________________________________________________________
 KR0359* NAD 83(1986)-  39 01 00.     (N)    118 38 51.     (W)     SCALED    
 KR0359* NAVD 88     -      1274.30   (+/-2cm)    4180.8    (feet)  VERTCON   
 KR0359  ___________________________________________________________________
 KR0359  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 KR0359
 KR0359  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0359
 KR0359.The horizontal coordinates were scaled from a topographic map and have
 KR0359.an estimated accuracy of +/- 6 seconds.
 KR0359
 KR0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0359.The vertical order pertains to the NGVD 29 superseded value.
 KR0359
 KR0359.The geoid height was determined by GEOID03.
 KR0359
 KR0359;                    North         East    Units  Estimated Accuracy
 KR0359;SPC NV W     - 4,473,450.      794,440.      MT  (+/- 180 meters Scaled)
 KR0359
 KR0359                          SUPERSEDED SURVEY CONTROL
 KR0359
 KR0359  NGVD 29 (??/??/92) 1273.26   (m)         4177.4    (f) COMPUTED    1 2
 KR0359
 KR0359.Superseded values are not recommended for survey control.
 KR0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0359.See file dsdata.txt to determine how the superseded data were derived.
 KR0359
 KR0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD573199(NAD 83)
 KR0359_MARKER: DB = BENCH MARK DISK
 KR0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0359_STAMPING: D 218 1935
 KR0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0359+STABILITY: SURFACE MOTION
 KR0359
 KR0359  HISTORY     - Date     Condition        Report By
 KR0359  HISTORY     - 1935     MONUMENTED       CGS
 KR0359  HISTORY     - 1955     GOOD             NGS
 KR0359
 KR0359                          STATION DESCRIPTION
 KR0359
 KR0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0359'10.5 MI NE FROM SCHURZ.
 KR0359'1.1 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE CROSSING OF THE
 KR0359'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, THENCE 9.4 MILES
 KR0359'NORTHEAST ALONG A COUNTY GRADED ROAD, ON THE OUTSIDE OF A LONG CURVE,
 KR0359'NEAR THE SOUTHEAST END OF AN AREA ON A HILLSIDE WHICH IS COVERED WITH
 KR0359'BLACK LAVA ROCKS, 46 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KR0359'ROAD, 4 FEET WEST OF A CAIRN, 1.7 FEET NORTHEAST OF A WITNESS POST,
 KR0359'ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 KR0359'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1189 ***********************************************************************
 KR1189  DESIGNATION -  D 22
 KR1189  PID         -  KR1189
 KR1189  STATE/COUNTY-  NV/WASHOE
 KR1189  USGS QUAD   -  RENO NW (1982)
 KR1189
 KR1189                         *CURRENT SURVEY CONTROL
 KR1189  ___________________________________________________________________
 KR1189* NAD 83(1986)-  39 39 05.     (N)    119 59 38.     (W)     SCALED    
 KR1189* NAVD 88     -      1588.730  (meters)    5212.36   (feet)  ADJUSTED  
 KR1189  ___________________________________________________________________
 KR1189  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 KR1189  DYNAMIC HT  -        1587.254 (meters)    5207.52  (feet)  COMP
 KR1189  MODELED GRAV-     979,641.6   (mgal)                       NAVD 88
 KR1189
 KR1189  VERT ORDER  -  SECOND    CLASS 0
 KR1189
 KR1189.The horizontal coordinates were scaled from a topographic map and have
 KR1189.an estimated accuracy of +/- 6 seconds.
 KR1189
 KR1189.The orthometric height was determined by differential leveling
 KR1189.and adjusted by the National Geodetic Survey in June 1991..
 KR1189
 KR1189.The geoid height was determined by GEOID03.
 KR1189
 KR1189.The dynamic height is computed by dividing the NAVD 88
 KR1189.geopotential number by the normal gravity value computed on the
 KR1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1189.degrees latitude (g = 980.6199 gals.).
 KR1189
 KR1189.The modeled gravity was interpolated from observed gravity values.
 KR1189
 KR1189;                    North         East    Units  Estimated Accuracy
 KR1189;SPC NV W     - 4,544,860.      678,950.      MT  (+/- 180 meters Scaled)
 KR1189
 KR1189                          SUPERSEDED SURVEY CONTROL
 KR1189
 KR1189  NGVD 29 (??/??/92) 1587.588  (m)         5208.61   (f) ADJ UNCH    2 0
 KR1189
 KR1189.Superseded values are not recommended for survey control.
 KR1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1189.See file dsdata.txt to determine how the superseded data were derived.
 KR1189
 KR1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD431933(NAD 83)
 KR1189_MARKER: DB = BENCH MARK DISK
 KR1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1189+STABILITY: SURFACE MOTION
 KR1189
 KR1189  HISTORY     - Date     Condition        Report By
 KR1189  HISTORY     - UNK      MONUMENTED       CGS
 KR1189  HISTORY     - 1932     GOOD             NGS
 KR1189  HISTORY     - 1970     POOR             NGS
 KR1189
 KR1189                          STATION DESCRIPTION
 KR1189
 KR1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KR1189'12.0 MI SE FROM RENO JUNCTION CALIF.
 KR1189'33 FT. EAST OF WESTERN PACIFIC R.R. TRACK AT NORTH END OF CUT.  6
 KR1189'POLES SOUTH OF MILE POST 12.
 KR1189
 KR1189                          STATION RECOVERY (1970)
 KR1189
 KR1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KR1189'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0307 ***********************************************************************
 GS0307  DESIGNATION -  D 23
 GS0307  PID         -  GS0307
 GS0307  STATE/COUNTY-  NV/NYE
 GS0307  USGS QUAD   -  GOLD CENTER (1988)
 GS0307
 GS0307                         *CURRENT SURVEY CONTROL
 GS0307  ___________________________________________________________________
 GS0307* NAD 83(1986)-  36 51 30.     (N)    116 45 31.     (W)     SCALED    
 GS0307* NAVD 88     -       946.075  (meters)    3103.91   (feet)  ADJUSTED  
 GS0307  ___________________________________________________________________
 GS0307  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GS0307  DYNAMIC HT  -         945.112 (meters)    3100.76  (feet)  COMP
 GS0307  MODELED GRAV-     979,581.1   (mgal)                       NAVD 88
 GS0307
 GS0307  VERT ORDER  -  FIRST     CLASS II
 GS0307
 GS0307.The horizontal coordinates were scaled from a topographic map and have
 GS0307.an estimated accuracy of +/- 6 seconds.
 GS0307
 GS0307.The orthometric height was determined by differential leveling
 GS0307.and adjusted by the National Geodetic Survey in June 1991..
 GS0307
 GS0307.The geoid height was determined by GEOID03.
 GS0307
 GS0307.The dynamic height is computed by dividing the NAVD 88
 GS0307.geopotential number by the normal gravity value computed on the
 GS0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0307.degrees latitude (g = 980.6199 gals.).
 GS0307
 GS0307.The modeled gravity was interpolated from observed gravity values.
 GS0307
 GS0307;                    North         East    Units  Estimated Accuracy
 GS0307;SPC NV C     - 6,233,910.      491,800.      MT  (+/- 180 meters Scaled)
 GS0307
 GS0307                          SUPERSEDED SURVEY CONTROL
 GS0307
 GS0307  NGVD 29 (05/01/91)  945.193  (m)         3101.02   (f) ADJUSTED    1 2
 GS0307
 GS0307.Superseded values are not recommended for survey control.
 GS0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0307.See file dsdata.txt to determine how the superseded data were derived.
 GS0307
 GS0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA215791(NAD 83)
 GS0307_MARKER: DB = BENCH MARK DISK
 GS0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GS0307_SP_SET: BRIDGE WINGWALL
 GS0307_STAMPING: 3101.053 D 23 1933
 GS0307_MARK LOGO: CGS   
 GS0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0307
 GS0307  HISTORY     - Date     Condition        Report By
 GS0307  HISTORY     - 1933     MONUMENTED       CGS
 GS0307  HISTORY     - 1934     GOOD             NGS
 GS0307  HISTORY     - 1983     GOOD             NGS
 GS0307
 GS0307                          STATION DESCRIPTION
 GS0307
 GS0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GS0307'3.5 MI S FROM BEATTY.
 GS0307'3.5 MILES SOUTH ALONG THE TONOPAH AND TIDEWATER RAILROAD FROM
 GS0307'BEATTY, NYE COUNTY, AT THE NORTH END OF THE BRIDGE OVER AMARGOSA
 GS0307'RIVER, AND IN THE TOP OF THE NORTHEAST END OF THE NORTHEAST
 GS0307'CONCRETE WING WALL.  A STANDARD DISK, STAMPED 3101.053 D 23 1933.
 GS0307
 GS0307                          STATION RECOVERY (1983)
 GS0307
 GS0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0307'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.8 KM (3.6
 GS0307'MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 GS0307'374 IN BEATTY, IN TOP OF THE NORTHEAST END OF THE NORTHEAST RETAINING
 GS0307'WALL FOR THE ABANDONED TONOPAH AND TIDEWATER ABUTMENT ON THE NORTHWEST
 GS0307'BANK OF THE AMARGOSA RIVER, 0.2 KM (0.12 MI) NORTH OF MILEPOST 56,
 GS0307'81.7 METERS (268 FT) WEST OF THE HIGHWAY CENTERLINE.
 GS0307'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0318 ***********************************************************************
 JQ0318  DESIGNATION -  D 24
 JQ0318  PID         -  JQ0318
 JQ0318  STATE/COUNTY-  NV/MINERAL
 JQ0318  USGS QUAD   -  DICALITE SUMMIT (1980)
 JQ0318
 JQ0318                         *CURRENT SURVEY CONTROL
 JQ0318  ___________________________________________________________________
 JQ0318* NAD 83(1986)-  38 24 39.     (N)    117 51 03.     (W)     SCALED    
 JQ0318* NAVD 88     -      1792.670  (meters)    5881.45   (feet)  ADJUSTED  
 JQ0318  ___________________________________________________________________
 JQ0318  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 JQ0318  DYNAMIC HT  -        1790.719 (meters)    5875.05  (feet)  COMP
 JQ0318  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 JQ0318
 JQ0318  VERT ORDER  -  FIRST     CLASS II
 JQ0318
 JQ0318.The horizontal coordinates were scaled from a topographic map and have
 JQ0318.an estimated accuracy of +/- 6 seconds.
 JQ0318
 JQ0318.The orthometric height was determined by differential leveling
 JQ0318.and adjusted by the National Geodetic Survey in June 1991..
 JQ0318
 JQ0318.The geoid height was determined by GEOID03.
 JQ0318
 JQ0318.The dynamic height is computed by dividing the NAVD 88
 JQ0318.geopotential number by the normal gravity value computed on the
 JQ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0318.degrees latitude (g = 980.6199 gals.).
 JQ0318
 JQ0318.The modeled gravity was interpolated from observed gravity values.
 JQ0318
 JQ0318;                    North         East    Units  Estimated Accuracy
 JQ0318;SPC NV W     - 4,406,460.      863,970.      MT  (+/- 180 meters Scaled)
 JQ0318
 JQ0318                          SUPERSEDED SURVEY CONTROL
 JQ0318
 JQ0318  NGVD 29 (??/??/92) 1791.456  (m)         5877.47   (f) ADJ UNCH    1 2
 JQ0318
 JQ0318.Superseded values are not recommended for survey control.
 JQ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0318.See file dsdata.txt to determine how the superseded data were derived.
 JQ0318
 JQ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC257517(NAD 83)
 JQ0318_MARKER: DB = BENCH MARK DISK
 JQ0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0318_STAMPING: 5877.439 D 24 1933
 JQ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0318+STABILITY: SURFACE MOTION
 JQ0318
 JQ0318  HISTORY     - Date     Condition        Report By
 JQ0318  HISTORY     - 1933     MONUMENTED       CGS
 JQ0318  HISTORY     - 1934     GOOD             NGS
 JQ0318  HISTORY     - 1975     GOOD             USGS
 JQ0318
 JQ0318                          STATION DESCRIPTION
 JQ0318
 JQ0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0318'13.8 MI NE FROM MINA.
 JQ0318'13.8 MILES NORTHEAST ALONG THE ROAD TO CLOVERDALE RANCH FROM MINA,
 JQ0318'MINERAL COUNTY, THENCE SOUTHEAST ALONG THE ROAD TO TONOPAH TO THE
 JQ0318'INTERSECTION OF THE ROAD LEADING TO TUNGSTEN MINE, THENCE 1.8 MILES
 JQ0318'SOUTH.  AND 23 FEET EAST OF THE CENTERLINE OF THE ROAD TO TUNGSTEN
 JQ0318'MINE.  A STANDARD DISK, STAMPED 5877.439 D 24 1933 AND SET IN THE TOP
 JQ0318'OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 JQ0318
 JQ0318                          STATION RECOVERY (1975)
 JQ0318
 JQ0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JQ0318'MINA, 13.8 MI NE. OF ALONG RD. TO CLOVERDALE RANCH, THENCE 3.5 MI SE.
 JQ0318'ALONG RD. TO TONOPAH TO INTERSECTION OF RD. LEADING TO TUNGSTEN MINE,
 JQ0318'THENCE 1.8 MI S. 23 FT E. OF CENTERLINE OF RD. TO TUNGSTEN MINE. SET
 JQ0318'IN TOP OF CONCRETE POST PROJECTING 1 FT ABOVE GROUND. STANDARD DISK
 JQ0318'STAMPED 5877.439 D 24 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0354 ***********************************************************************
 JQ0354  DESIGNATION -  D 25
 JQ0354  PID         -  JQ0354
 JQ0354  STATE/COUNTY-  NV/NYE
 JQ0354  USGS QUAD   -  GRANNY GOOSE WELL (1980)
 JQ0354
 JQ0354                         *CURRENT SURVEY CONTROL
 JQ0354  ___________________________________________________________________
 JQ0354* NAD 83(1986)-  38 40 45.     (N)    117 53 42.     (W)     SCALED    
 JQ0354* NAVD 88     -      1654.293  (meters)    5427.46   (feet)  ADJUSTED  
 JQ0354  ___________________________________________________________________
 JQ0354  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 JQ0354  DYNAMIC HT  -        1652.563 (meters)    5421.78  (feet)  COMP
 JQ0354  MODELED GRAV-     979,524.6   (mgal)                       NAVD 88
 JQ0354
 JQ0354  VERT ORDER  -  FIRST     CLASS II
 JQ0354
 JQ0354.The horizontal coordinates were scaled from a topographic map and have
 JQ0354.an estimated accuracy of +/- 6 seconds.
 JQ0354
 JQ0354.The orthometric height was determined by differential leveling
 JQ0354.and adjusted by the National Geodetic Survey in June 1991..
 JQ0354
 JQ0354.The geoid height was determined by GEOID03.
 JQ0354
 JQ0354.The dynamic height is computed by dividing the NAVD 88
 JQ0354.geopotential number by the normal gravity value computed on the
 JQ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0354.degrees latitude (g = 980.6199 gals.).
 JQ0354
 JQ0354.The modeled gravity was interpolated from observed gravity values.
 JQ0354
 JQ0354;                    North         East    Units  Estimated Accuracy
 JQ0354;SPC NV C     - 6,436,700.      393,120.      MT  (+/- 180 meters Scaled)
 JQ0354
 JQ0354                          SUPERSEDED SURVEY CONTROL
 JQ0354
 JQ0354  NGVD 29 (??/??/92) 1653.068  (m)         5423.44   (f) ADJ UNCH    1 2
 JQ0354
 JQ0354.Superseded values are not recommended for survey control.
 JQ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0354.See file dsdata.txt to determine how the superseded data were derived.
 JQ0354
 JQ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC221815(NAD 83)
 JQ0354_MARKER: DB = BENCH MARK DISK
 JQ0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0354_STAMPING: 5423.447 D 25 1933
 JQ0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0354+STABILITY: SURFACE MOTION
 JQ0354
 JQ0354  HISTORY     - Date     Condition        Report By
 JQ0354  HISTORY     - 1933     MONUMENTED       CGS
 JQ0354  HISTORY     - 1934     GOOD             NGS
 JQ0354  HISTORY     - 1977     GOOD             USGS
 JQ0354
 JQ0354                          STATION DESCRIPTION
 JQ0354
 JQ0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0354'4.2 MI S FROM GOLDYKE.
 JQ0354'4.2 MILES SOUTH ALONG THE MAIN ROAD BETWEEN GOLDYKE AND MINA FROM
 JQ0354'GOLDYKE, NYE COUNTY, AT THE FOOT OF THE WEST END OF A SMALL HILL, AND
 JQ0354'25 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 JQ0354'5423.447 D 25 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 JQ0354'FOOT ABOVE GROUND.
 JQ0354
 JQ0354                          STATION RECOVERY (1977)
 JQ0354
 JQ0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JQ0354'GOLDYKE, 1.9 MILES SOUTH OF TO A Y ROAD SOUTH. THENCE 1.15 MILES
 JQ0354'SOUTHWEST ON DIRT ROAD TO A CROSSROAD. CONTINUE SOUTH 1.1 MILES TO
 JQ0354'THE FOOT OF THE WEST END OF A SMALL HILL, AND 38 FEET EAST OF THE
 JQ0354'CENTERLINE OF THE ROAD. A STANDARD DISK, STAMPED 5423.447 D 25 1933
 JQ0354'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE THE
 JQ0354'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0411 ***********************************************************************
 LR0411  DESIGNATION -  D 28
 LR0411  PID         -  LR0411
 LR0411  STATE/COUNTY-  NV/LANDER
 LR0411  USGS QUAD   -  WATTS (1990)
 LR0411
 LR0411                         *CURRENT SURVEY CONTROL
 LR0411  ___________________________________________________________________
 LR0411* NAD 83(1986)-  40 07 34.     (N)    117 09 33.     (W)     SCALED    
 LR0411* NAVD 88     -      1473.435  (meters)    4834.09   (feet)  ADJUSTED  
 LR0411  ___________________________________________________________________
 LR0411  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 LR0411  DYNAMIC HT  -        1472.139 (meters)    4829.84  (feet)  COMP
 LR0411  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 LR0411
 LR0411  VERT ORDER  -  FIRST     CLASS II
 LR0411
 LR0411.The horizontal coordinates were scaled from a topographic map and have
 LR0411.an estimated accuracy of +/- 6 seconds.
 LR0411
 LR0411.The orthometric height was determined by differential leveling
 LR0411.and adjusted by the National Geodetic Survey in June 1991..
 LR0411
 LR0411.The geoid height was determined by GEOID03.
 LR0411
 LR0411.The dynamic height is computed by dividing the NAVD 88
 LR0411.geopotential number by the normal gravity value computed on the
 LR0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0411.degrees latitude (g = 980.6199 gals.).
 LR0411
 LR0411.The modeled gravity was interpolated from observed gravity values.
 LR0411
 LR0411;                    North         East    Units  Estimated Accuracy
 LR0411;SPC NV C     - 6,596,730.      458,030.      MT  (+/- 180 meters Scaled)
 LR0411
 LR0411                          SUPERSEDED SURVEY CONTROL
 LR0411
 LR0411  NGVD 29 (??/??/92) 1472.331  (m)         4830.47   (f) ADJ UNCH    1 2
 LR0411
 LR0411.Superseded values are not recommended for survey control.
 LR0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0411.See file dsdata.txt to determine how the superseded data were derived.
 LR0411
 LR0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME864417(NAD 83)
 LR0411_MARKER: DB = BENCH MARK DISK
 LR0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0411_STAMPING: 4830.220 D 28 1933
 LR0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0411+STABILITY: SURFACE MOTION
 LR0411
 LR0411  HISTORY     - Date     Condition        Report By
 LR0411  HISTORY     - 1933     MONUMENTED       CGS
 LR0411  HISTORY     - 1934     GOOD             NGS
 LR0411
 LR0411                          STATION DESCRIPTION
 LR0411
 LR0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LR0411'38.0 MI S FROM BATTLE MOUNTAIN.
 LR0411'38.0 MILES SOUTH ALONG THE NEVADA CENTRAL RAILROAD FROM BATTLE
 LR0411'MOUNTAIN, LANDER COUNTY, AT MILEPOST 38, AND 30 FEET EAST OF THE
 LR0411'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 4830.220 D 28 1933
 LR0411'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0001 ***********************************************************************
 LQ0001  DESIGNATION -  D 29
 LQ0001  PID         -  LQ0001
 LQ0001  STATE/COUNTY-  NV/ELKO
 LQ0001  USGS QUAD   -  HARDY CREEK (1982)
 LQ0001
 LQ0001                         *CURRENT SURVEY CONTROL
 LQ0001  ___________________________________________________________________
 LQ0001* NAD 83(1986)-  40 58 42.     (N)    114 26 47.     (W)     SCALED    
 LQ0001* NAVD 88     -      1731.876  (meters)    5682.00   (feet)  ADJUSTED  
 LQ0001  ___________________________________________________________________
 LQ0001  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 LQ0001  DYNAMIC HT  -        1730.409 (meters)    5677.18  (feet)  COMP
 LQ0001  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 LQ0001
 LQ0001  VERT ORDER  -  FIRST     CLASS II
 LQ0001
 LQ0001.The horizontal coordinates were scaled from a topographic map and have
 LQ0001.an estimated accuracy of +/- 6 seconds.
 LQ0001
 LQ0001.The orthometric height was determined by differential leveling
 LQ0001.and adjusted by the National Geodetic Survey in June 1991..
 LQ0001
 LQ0001.The geoid height was determined by GEOID03.
 LQ0001
 LQ0001.The dynamic height is computed by dividing the NAVD 88
 LQ0001.geopotential number by the normal gravity value computed on the
 LQ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0001.degrees latitude (g = 980.6199 gals.).
 LQ0001
 LQ0001.The modeled gravity was interpolated from observed gravity values.
 LQ0001
 LQ0001;                    North         East    Units  Estimated Accuracy
 LQ0001;SPC NV E     - 8,691,860.      295,680.      MT  (+/- 180 meters Scaled)
 LQ0001
 LQ0001                          SUPERSEDED SURVEY CONTROL
 LQ0001
 LQ0001  NGVD 29 (??/??/92) 1730.760  (m)         5678.34   (f) ADJ UNCH    1 2
 LQ0001
 LQ0001.Superseded values are not recommended for survey control.
 LQ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0001.See file dsdata.txt to determine how the superseded data were derived.
 LQ0001
 LQ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF148394(NAD 83)
 LQ0001_MARKER: DB = BENCH MARK DISK
 LQ0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0001_STAMPING: 5678.335 D 29 1933
 LQ0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0001+STABILITY: SURFACE MOTION
 LQ0001
 LQ0001  HISTORY     - Date     Condition        Report By
 LQ0001  HISTORY     - 1933     MONUMENTED       CGS
 LQ0001  HISTORY     - 1957     GOOD             NGS
 LQ0001
 LQ0001                          STATION DESCRIPTION
 LQ0001
 LQ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0001'10.0 MI S FROM COBRE.
 LQ0001'ABOUT 10.0 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM COBRE,
 LQ0001'ELKO COUNTY, ABOUT 8.5 MILES NORTH OF SHAFTER, ABOUT 1-1/2 MILES SOUTH
 LQ0001'OF THE CROSSING OF U.S. HIGHWAY 40, 22 FEET NORTHWEST OF MILEPOST 10,
 LQ0001'AND 55 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 LQ0001'STAMPED 5678.335 D 29 1933 AND SET IN THE TOP OF A CONCRETE POST
 LQ0001'PROJECTING ABOUT 14 INCHES ABOVE GROUND.
 LQ0001
 LQ0001                          STATION RECOVERY (1957)
 LQ0001
 LQ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LQ0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0814 ***********************************************************************
 JR0814  DESIGNATION -  D 295
 JR0814  PID         -  JR0814
 JR0814  STATE/COUNTY-  NV/MINERAL
 JR0814  USGS QUAD   -  RAMSEY SPRING (1979)
 JR0814
 JR0814                         *CURRENT SURVEY CONTROL
 JR0814  ___________________________________________________________________
 JR0814* NAD 83(1986)-  38 50 46.     (N)    118 08 11.     (W)     SCALED    
 JR0814* NAVD 88     -      1312.78   (+/-2cm)    4307.0    (feet)  VERTCON   
 JR0814  ___________________________________________________________________
 JR0814  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 JR0814
 JR0814  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0814
 JR0814.The horizontal coordinates were scaled from a topographic map and have
 JR0814.an estimated accuracy of +/- 6 seconds.
 JR0814
 JR0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0814.The vertical order pertains to the NGVD 29 superseded value.
 JR0814
 JR0814.The geoid height was determined by GEOID03.
 JR0814
 JR0814;                    North         East    Units  Estimated Accuracy
 JR0814;SPC NV W     - 4,454,610.      838,800.      MT  (+/- 180 meters Scaled)
 JR0814
 JR0814                          SUPERSEDED SURVEY CONTROL
 JR0814
 JR0814  NGVD 29 (??/??/92) 1311.759  (m)         4303.66   (f) ADJ UNCH    1 2
 JR0814
 JR0814.Superseded values are not recommended for survey control.
 JR0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0814.See file dsdata.txt to determine how the superseded data were derived.
 JR0814
 JR0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD013003(NAD 83)
 JR0814_MARKER: DB = BENCH MARK DISK
 JR0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0814_STAMPING: D 295 1940
 JR0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0814+STABILITY: SURFACE MOTION
 JR0814
 JR0814  HISTORY     - Date     Condition        Report By
 JR0814  HISTORY     - 1940     MONUMENTED       CGS
 JR0814  HISTORY     - 1955     GOOD             NGS
 JR0814
 JR0814                          STATION DESCRIPTION
 JR0814
 JR0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0814'7.5 MI S FROM HOT SPRING.
 JR0814'0.2 MILE SOUTH ALONG A TRACK ROAD FROM HOT SPRING, THENCE 2.7
 JR0814'MILES SOUTH ALONG A GRADED ROAD, THENCE 4.6 MILES SOUTHEAST ALONG
 JR0814'A NARROW DIRT ROAD, 0.2 MILE EAST OF THE Y JUNCTION OF A TRACK
 JR0814'ROAD LEADING NORTHWEST, 13 FEET SOUTH OF THE CENTER LINE OF THE
 JR0814'ROAD, 2.2 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 JR0814'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0
 JR0814'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0326 ***********************************************************************
 GS0326  DESIGNATION -  D 296
 GS0326  PID         -  GS0326
 GS0326  STATE/COUNTY-  NV/NYE
 GS0326  USGS QUAD   -  CARRARA CANYON (1987)
 GS0326
 GS0326                         *CURRENT SURVEY CONTROL
 GS0326  ___________________________________________________________________
 GS0326* NAD 83(1986)-  36 46 28.     (N)    116 42 39.     (W)     SCALED    
 GS0326* NAVD 88     -       857.645  (meters)    2813.79   (feet)  ADJUSTED  
 GS0326  ___________________________________________________________________
 GS0326  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 GS0326  DYNAMIC HT  -         856.784 (meters)    2810.97  (feet)  COMP
 GS0326  MODELED GRAV-     979,598.0   (mgal)                       NAVD 88
 GS0326
 GS0326  VERT ORDER  -  FIRST     CLASS II
 GS0326
 GS0326.The horizontal coordinates were scaled from a topographic map and have
 GS0326.an estimated accuracy of +/- 6 seconds.
 GS0326
 GS0326.The orthometric height was determined by differential leveling
 GS0326.and adjusted by the National Geodetic Survey in June 1991..
 GS0326
 GS0326.The geoid height was determined by GEOID03.
 GS0326
 GS0326.The dynamic height is computed by dividing the NAVD 88
 GS0326.geopotential number by the normal gravity value computed on the
 GS0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0326.degrees latitude (g = 980.6199 gals.).
 GS0326
 GS0326.The modeled gravity was interpolated from observed gravity values.
 GS0326
 GS0326;                    North         East    Units  Estimated Accuracy
 GS0326;SPC NV C     - 6,224,600.      496,060.      MT  (+/- 180 meters Scaled)
 GS0326
 GS0326                          SUPERSEDED SURVEY CONTROL
 GS0326
 GS0326  NGVD 29 (??/??/??)  856.810  (m)         2811.05   (f) ADJUSTED    1 2
 GS0326
 GS0326.Superseded values are not recommended for survey control.
 GS0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0326.See file dsdata.txt to determine how the superseded data were derived.
 GS0326
 GS0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA258698(NAD 83)
 GS0326_MARKER: DB = BENCH MARK DISK
 GS0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0326_STAMPING: D 296 1943
 GS0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0326+STABILITY: SURFACE MOTION
 GS0326
 GS0326  HISTORY     - Date     Condition        Report By
 GS0326  HISTORY     - 1943     MONUMENTED       CGS
 GS0326
 GS0326                          STATION DESCRIPTION
 GS0326
 GS0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GS0326'10.1 MI SE FROM BEATTY.
 GS0326'10.1 MILES SOUTHEAST ALONG THE ABANDONED TONOPAH AND TIDEWATER
 GS0326'RAILROAD FROM BEATTY, NYE COUNTY, AND 50 FEET EAST OF THE
 GS0326'CENTERLINE OF THE OLD ROADBED.  A STANDARD DISK, STAMPED D 296
 GS0326'1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0154 ***********************************************************************
 JQ0154  DESIGNATION -  D 297
 JQ0154  PID         -  JQ0154
 JQ0154  STATE/COUNTY-  NV/NYE
 JQ0154  USGS QUAD   -  EAST OF TONOPAH (1987)
 JQ0154
 JQ0154                         *CURRENT SURVEY CONTROL
 JQ0154  ___________________________________________________________________
 JQ0154* NAD 83(1986)-  38 03 32.     (N)    117 06 36.     (W)     SCALED    
 JQ0154* NAVD 88     -      1657.341  (meters)    5437.46   (feet)  ADJUSTED  
 JQ0154  ___________________________________________________________________
 JQ0154  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 JQ0154  DYNAMIC HT  -        1655.512 (meters)    5431.46  (feet)  COMP
 JQ0154  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 JQ0154
 JQ0154  VERT ORDER  -  FIRST     CLASS II
 JQ0154
 JQ0154.The horizontal coordinates were scaled from a topographic map and have
 JQ0154.an estimated accuracy of +/- 6 seconds.
 JQ0154
 JQ0154.The orthometric height was determined by differential leveling
 JQ0154.and adjusted by the National Geodetic Survey in June 1991..
 JQ0154
 JQ0154.The geoid height was determined by GEOID03.
 JQ0154
 JQ0154.The dynamic height is computed by dividing the NAVD 88
 JQ0154.geopotential number by the normal gravity value computed on the
 JQ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0154.degrees latitude (g = 980.6199 gals.).
 JQ0154
 JQ0154.The modeled gravity was interpolated from observed gravity values.
 JQ0154
 JQ0154;                    North         East    Units  Estimated Accuracy
 JQ0154;SPC NV C     - 6,367,230.      461,100.      MT  (+/- 180 meters Scaled)
 JQ0154
 JQ0154                          SUPERSEDED SURVEY CONTROL
 JQ0154
 JQ0154  NGVD 29 (??/??/92) 1656.156  (m)         5433.57   (f) ADJ UNCH    1 2
 JQ0154
 JQ0154.Superseded values are not recommended for survey control.
 JQ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0154.See file dsdata.txt to determine how the superseded data were derived.
 JQ0154
 JQ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC903123(NAD 83)
 JQ0154_MARKER: DB = BENCH MARK DISK
 JQ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0154_STAMPING: D 297 1945
 JQ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0154+STABILITY: SURFACE MOTION
 JQ0154
 JQ0154  HISTORY     - Date     Condition        Report By
 JQ0154  HISTORY     - 1945     MONUMENTED       CGS
 JQ0154  HISTORY     - 1985     MARK NOT FOUND   USGS
 JQ0154
 JQ0154                          STATION DESCRIPTION
 JQ0154
 JQ0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JQ0154'IN TONOPAH ARMY AIR FIELD.
 JQ0154'AT TONOPAH ARMY AIR FIELD, SET UNDER WATER TANK NO. T 585 (FIRST WATER
 JQ0154'TANK SOUTH OF THE POST ENGINEERS OFFICE) 4 FEET NORTHWEST OF THE
 JQ0154'NORTHWEST CORNER OF THE SOUTHEAST BASE OF THE WATER TANK. STAMPED D
 JQ0154'297 1945.
 JQ0154
 JQ0154                          STATION RECOVERY (1985)
 JQ0154
 JQ0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JQ0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0204 ***********************************************************************
 LS0204  DESIGNATION -  D 298
 LS0204  PID         -  LS0204
 LS0204  STATE/COUNTY-  NV/PERSHING
 LS0204  USGS QUAD   -  BUFFALO MOUNTAIN (1987)
 LS0204
 LS0204                         *CURRENT SURVEY CONTROL
 LS0204  ___________________________________________________________________
 LS0204* NAD 83(1986)-  40 09 35.     (N)    118 13 18.     (W)     SCALED    
 LS0204* NAVD 88     -      1344.760  (meters)    4411.93   (feet)  ADJUSTED  
 LS0204  ___________________________________________________________________
 LS0204  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 LS0204  DYNAMIC HT  -        1343.674 (meters)    4408.37  (feet)  COMP
 LS0204  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 LS0204
 LS0204  VERT ORDER  -  SECOND    CLASS 0
 LS0204
 LS0204.The horizontal coordinates were scaled from a topographic map and have
 LS0204.an estimated accuracy of +/- 6 seconds.
 LS0204
 LS0204.The orthometric height was determined by differential leveling
 LS0204.and adjusted by the National Geodetic Survey in June 1991..
 LS0204
 LS0204.The geoid height was determined by GEOID03.
 LS0204
 LS0204.The dynamic height is computed by dividing the NAVD 88
 LS0204.geopotential number by the normal gravity value computed on the
 LS0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0204.degrees latitude (g = 980.6199 gals.).
 LS0204
 LS0204.The modeled gravity was interpolated from observed gravity values.
 LS0204
 LS0204;                    North         East    Units  Estimated Accuracy
 LS0204;SPC NV W     - 4,600,410.      830,810.      MT  (+/- 180 meters Scaled)
 LS0204
 LS0204                          SUPERSEDED SURVEY CONTROL
 LS0204
 LS0204  NGVD 29 (??/??/92) 1343.771  (m)         4408.69   (f) ADJ UNCH    2 0
 LS0204
 LS0204.Superseded values are not recommended for survey control.
 LS0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0204.See file dsdata.txt to determine how the superseded data were derived.
 LS0204
 LS0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE959462(NAD 83)
 LS0204_MARKER: DB = BENCH MARK DISK
 LS0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0204_STAMPING: D 298 1945
 LS0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0204+STABILITY: SURFACE MOTION
 LS0204
 LS0204  HISTORY     - Date     Condition        Report By
 LS0204  HISTORY     - 1945     MONUMENTED       CGS
 LS0204  HISTORY     - 1982     GOOD             USGS
 LS0204
 LS0204                          STATION DESCRIPTION
 LS0204
 LS0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LS0204'18.25 MI NE FROM LOVELOCK.
 LS0204'6.25 MILES NORTHEAST ALONG U. S. HIGHWAY 40 FROM THE POST OFFICE AT
 LS0204'LOVELOCK, THENCE 12 MILES EAST ALONG THE HUMBOLDT AIRPORT ROAD, 43
 LS0204'FEET EAST OF THE CENTER-LINE OF THE ROAD, AT THE CREST OF A HILL, IN
 LS0204'LINE WITH THE TELEPHONE POLES, 15 FEET SOUTH OF THE SECOND POLE NORTH
 LS0204'OF A CURVE, 2.5 FEET NORTH OF REFERENCE POST, SET IN THE TOP OF A
 LS0204'CONCRETE POST.
 LS0204
 LS0204                          STATION RECOVERY (1982)
 LS0204
 LS0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LS0204'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0204'STREET AT LOVELOCK, 6.8 MILES NORTHEAST ALONG BUSINESS I-80 FROM THE
 LS0204'JCT. OF MAIN ST. AT LOVELOCK, THENCE 11.8 MILES EAST ALONG STATE
 LS0204'HIGHWAY 857 TOWARD COAL CANYON, 33 FEET EAST OF THE CENTERLINE OF OLD
 LS0204'ROAD, 15 FEET SOUTH OF A TELEPHONE POLE. 114 FEET EAST OF HIGHWAY. AN
 LS0204'IRON BENCH-MARK DISK, STAMPED 'D 298 1945' AND SET IN THE TOP OF A
 LS0204'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1197 ***********************************************************************
 KR1197  DESIGNATION -  D 299
 KR1197  PID         -  KR1197
 KR1197  STATE/COUNTY-  NV/WASHOE
 KR1197  USGS QUAD   -  RENO NE (1982)
 KR1197
 KR1197                         *CURRENT SURVEY CONTROL
 KR1197  ___________________________________________________________________
 KR1197* NAD 83(1986)-  39 39 56.     (N)    119 51 55.     (W)     SCALED    
 KR1197* NAVD 88     -      1540.589  (meters)    5054.42   (feet)  ADJUSTED  
 KR1197  ___________________________________________________________________
 KR1197  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 KR1197  DYNAMIC HT  -        1539.195 (meters)    5049.84  (feet)  COMP
 KR1197  MODELED GRAV-     979,667.5   (mgal)                       NAVD 88
 KR1197
 KR1197  VERT ORDER  -  SECOND    CLASS 0
 KR1197
 KR1197.The horizontal coordinates were scaled from a topographic map and have
 KR1197.an estimated accuracy of +/- 6 seconds.
 KR1197
 KR1197.The orthometric height was determined by differential leveling
 KR1197.and adjusted by the National Geodetic Survey in June 1991..
 KR1197
 KR1197.The geoid height was determined by GEOID03.
 KR1197
 KR1197.The dynamic height is computed by dividing the NAVD 88
 KR1197.geopotential number by the normal gravity value computed on the
 KR1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1197.degrees latitude (g = 980.6199 gals.).
 KR1197
 KR1197.The modeled gravity was interpolated from observed gravity values.
 KR1197
 KR1197;                    North         East    Units  Estimated Accuracy
 KR1197;SPC NV W     - 4,546,270.      690,010.      MT  (+/- 180 meters Scaled)
 KR1197
 KR1197                          SUPERSEDED SURVEY CONTROL
 KR1197
 KR1197  NGVD 29 (??/??/92) 1539.443  (m)         5050.66   (f) ADJ UNCH    2 0
 KR1197
 KR1197.Superseded values are not recommended for survey control.
 KR1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1197.See file dsdata.txt to determine how the superseded data were derived.
 KR1197
 KR1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD542945(NAD 83)
 KR1197_MARKER: DD = SURVEY DISK
 KR1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1197_STAMPING: D 299
 KR1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1197+STABILITY: SURFACE MOTION
 KR1197
 KR1197  HISTORY     - Date     Condition        Report By
 KR1197  HISTORY     - UNK      MONUMENTED       USE
 KR1197  HISTORY     - 1945     GOOD             NGS
 KR1197
 KR1197                          STATION DESCRIPTION
 KR1197
 KR1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 KR1197'IN RENO ARMY AIR BASE.
 KR1197'AT RENO ARMY AIR BASE, 1300 FEET NORTH OF THE CENTER OF THE EAST END
 KR1197'OF THE EAST-WEST RUNWAY, 920 FEET EAST OF A ROAD WHICH PARALLELS THE
 KR1197'NORTHWEST-SOUTHEAST RUNWAY, 75 FEET WEST OF THE CENTER-LINE OF THE
 KR1197'ROAD TO THE ORDINANCE AREA, AND 2 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0010 ***********************************************************************
 HP0010  DESIGNATION -  D 3
 HP0010  PID         -  HP0010
 HP0010  STATE/COUNTY-  NV/LINCOLN
 HP0010  USGS QUAD   -  ACOMA (1972)
 HP0010
 HP0010                         *CURRENT SURVEY CONTROL
 HP0010  ___________________________________________________________________
 HP0010* NAD 83(1986)-  37 34 10.     (N)    114 09 24.     (W)     SCALED    
 HP0010* NAVD 88     -      1710.561  (meters)    5612.07   (feet)  ADJUSTED  
 HP0010  ___________________________________________________________________
 HP0010  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 HP0010  DYNAMIC HT  -        1708.584 (meters)    5605.58  (feet)  COMP
 HP0010  MODELED GRAV-     979,413.9   (mgal)                       NAVD 88
 HP0010
 HP0010  VERT ORDER  -  FIRST     CLASS II
 HP0010
 HP0010.The horizontal coordinates were scaled from a topographic map and have
 HP0010.an estimated accuracy of +/- 6 seconds.
 HP0010
 HP0010.The orthometric height was determined by differential leveling
 HP0010.and adjusted by the National Geodetic Survey in June 1991..
 HP0010
 HP0010.The geoid height was determined by GEOID03.
 HP0010
 HP0010.The dynamic height is computed by dividing the NAVD 88
 HP0010.geopotential number by the normal gravity value computed on the
 HP0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0010.degrees latitude (g = 980.6199 gals.).
 HP0010
 HP0010.The modeled gravity was interpolated from observed gravity values.
 HP0010
 HP0010;                    North         East    Units  Estimated Accuracy
 HP0010;SPC NV E     - 8,313,780.      326,030.      MT  (+/- 180 meters Scaled)
 HP0010
 HP0010                          SUPERSEDED SURVEY CONTROL
 HP0010
 HP0010  NGVD 29 (??/??/92) 1709.353  (m)         5608.10   (f) ADJ UNCH    1 2
 HP0010
 HP0010.Superseded values are not recommended for survey control.
 HP0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0010.See file dsdata.txt to determine how the superseded data were derived.
 HP0010
 HP0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB511618(NAD 83)
 HP0010_MARKER: Z = SEE DESCRIPTION
 HP0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HP0010_SP_SET: CULVERT
 HP0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0010
 HP0010  HISTORY     - Date     Condition        Report By
 HP0010  HISTORY     - UNK      MONUMENTED       CGS
 HP0010  HISTORY     - 1950     GOOD             NGS
 HP0010
 HP0010                          STATION DESCRIPTION
 HP0010
 HP0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HP0010'1.8 MI NE FROM ACOMA.
 HP0010'1.8 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM ACOMA,
 HP0010'LINCOLN COUNTY, AT STONE CULVERT 483 B, IN THE TOP OF THE SOUTH HEAD
 HP0010'WALL, 19 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, AND ABOUT
 HP0010'6-1/2 FEET LOWER THAN THE TRACK.  THE BOTTOM OF A SQUARE HOLE LETTERED
 HP0010'USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0723 ***********************************************************************
 GS0723  DESIGNATION -  D 3 HN
 GS0723  PID         -  GS0723
 GS0723  STATE/COUNTY-  NV/NYE
 GS0723  USGS QUAD   -  JACKASS FLATS (1983)
 GS0723
 GS0723                         *CURRENT SURVEY CONTROL
 GS0723  ___________________________________________________________________
 GS0723* NAD 83(1986)-  36 46 56.     (N)    116 17 44.     (W)     SCALED    
 GS0723* NAVD 88     -      1035.996  (meters)    3398.93   (feet)  ADJUSTED  
 GS0723  ___________________________________________________________________
 GS0723  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 GS0723  DYNAMIC HT  -        1034.899 (meters)    3395.33  (feet)  COMP
 GS0723  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 GS0723
 GS0723  VERT ORDER  -  FIRST     CLASS I
 GS0723
 GS0723.The horizontal coordinates were scaled from a topographic map and have
 GS0723.an estimated accuracy of +/- 6 seconds.
 GS0723
 GS0723.The orthometric height was determined by differential leveling
 GS0723.and adjusted by the National Geodetic Survey in May 2004..
 GS0723
 GS0723.The geoid height was determined by GEOID03.
 GS0723
 GS0723.The dynamic height is computed by dividing the NAVD 88
 GS0723.geopotential number by the normal gravity value computed on the
 GS0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0723.degrees latitude (g = 980.6199 gals.).
 GS0723
 GS0723.The modeled gravity was interpolated from observed gravity values.
 GS0723
 GS0723;                    North         East    Units  Estimated Accuracy
 GS0723;SPC NV C     - 6,225,530.      533,120.      MT  (+/- 180 meters Scaled)
 GS0723
 GS0723                          SUPERSEDED SURVEY CONTROL
 GS0723
 GS0723  NAVD 88 (??/??/92) 1036.001  (m)         3398.95   (f) UNKNOWN     3 0
 GS0723  NGVD 29 (05/01/91) 1035.125  (m)         3396.07   (f) ADJUSTED    1 1
 GS0723
 GS0723.Superseded values are not recommended for survey control.
 GS0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0723.See file dsdata.txt to determine how the superseded data were derived.
 GS0723
 GS0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA628709(NAD 83)
 GS0723_MARKER: DD = SURVEY DISK
 GS0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0723_SP_SET: CONCRETE POST
 GS0723_STAMPING: H-N BM D3 1956 3396.14
 GS0723_MARK LOGO: AEC   
 GS0723_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0723+STABILITY: SURFACE MOTION
 GS0723
 GS0723  HISTORY     - Date     Condition        Report By
 GS0723  HISTORY     - 1956     MONUMENTED       AEC
 GS0723  HISTORY     - 1983     GOOD             USGS
 GS0723  HISTORY     - 1986     GOOD             USGS
 GS0723  HISTORY     - 1988     GOOD             USGS
 GS0723  HISTORY     - 19910522 GOOD             USGS
 GS0723  HISTORY     - 19930302 GOOD             USGS
 GS0723  HISTORY     - 19950302 GOOD             USGS
 GS0723
 GS0723                          STATION DESCRIPTION
 GS0723
 GS0723'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0723'38.2 KM (23.75 MI) NW FROM MERCURY.
 GS0723'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0723'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0723'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0723'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0723'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0723'STREET 0.5 MILES TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0723'PROCEED WEST 0.45 MILES, 225 FEET EAST OF THE ROAD.
 GS0723'THE MARK IS 2 FT  S FROM  A 4 BY 4 POST
 GS0723
 GS0723                          STATION RECOVERY (1986)
 GS0723
 GS0723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0723'RECOVERED IN GOOD CONDITION.
 GS0723
 GS0723                          STATION RECOVERY (1988)
 GS0723
 GS0723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0723'RECOVERED IN GOOD CONDITION.
 GS0723
 GS0723                          STATION RECOVERY (1991)
 GS0723
 GS0723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0723'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0723'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0723'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0723'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0723'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0723'STREET 0.5 MILE TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0723'PROCEED WEST 0.45 MILE, 225 FEET EAST OF THE ROAD.
 GS0723
 GS0723                          STATION RECOVERY (1993)
 GS0723
 GS0723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0723'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0723'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0723'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0723'(34.3 KM) TO A GUARD STATION AT THE INTERSECTION OF ROADS C AND B,
 GS0723'TURN LEFT (SOUTHWEST) ON ROAD B 1.55 MILES (2.49 KM) TO 2ND STREET,
 GS0723'TURN RIGHT (NORTHEAST) ON 2ND STREET 0.5 MILE (0.8 KM) TO A DIRT
 GS0723'ROAD, TURN LEFT ON THE DIRT ROAD AND PROCEED WEST 0.45 MILE
 GS0723'(0.72 KM), 225 FEET (68.6 M) EAST OF THE ROAD.
 GS0723
 GS0723                          STATION RECOVERY (1995)
 GS0723
 GS0723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0723'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0212 ***********************************************************************
 LQ0212  DESIGNATION -  D 30
 LQ0212  PID         -  LQ0212
 LQ0212  STATE/COUNTY-  NV/ELKO
 LQ0212  USGS QUAD   -  MIZPAH (1982)
 LQ0212
 LQ0212                         *CURRENT SURVEY CONTROL
 LQ0212  ___________________________________________________________________
 LQ0212* NAD 83(1986)-  40 22 55.     (N)    114 40 17.     (W)     SCALED    
 LQ0212* NAVD 88     -      1732.323  (meters)    5683.46   (feet)  ADJUSTED  
 LQ0212  ___________________________________________________________________
 LQ0212  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 LQ0212  DYNAMIC HT  -        1730.759 (meters)    5678.33  (feet)  COMP
 LQ0212  MODELED GRAV-     979,661.5   (mgal)                       NAVD 88
 LQ0212
 LQ0212  VERT ORDER  -  FIRST     CLASS II
 LQ0212
 LQ0212.The horizontal coordinates were scaled from a topographic map and have
 LQ0212.an estimated accuracy of +/- 6 seconds.
 LQ0212
 LQ0212.The orthometric height was determined by differential leveling
 LQ0212.and adjusted by the National Geodetic Survey in June 1991..
 LQ0212
 LQ0212.The geoid height was determined by GEOID03.
 LQ0212
 LQ0212.The dynamic height is computed by dividing the NAVD 88
 LQ0212.geopotential number by the normal gravity value computed on the
 LQ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0212.degrees latitude (g = 980.6199 gals.).
 LQ0212
 LQ0212.The modeled gravity was interpolated from observed gravity values.
 LQ0212
 LQ0212;                    North         East    Units  Estimated Accuracy
 LQ0212;SPC NV E     - 8,625,420.      277,430.      MT  (+/- 180 meters Scaled)
 LQ0212
 LQ0212                          SUPERSEDED SURVEY CONTROL
 LQ0212
 LQ0212  NGVD 29 (??/??/92) 1731.202  (m)         5679.79   (f) ADJ UNCH    1 2
 LQ0212
 LQ0212.Superseded values are not recommended for survey control.
 LQ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0212.See file dsdata.txt to determine how the superseded data were derived.
 LQ0212
 LQ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE976727(NAD 83)
 LQ0212_MARKER: DB = BENCH MARK DISK
 LQ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0212_STAMPING: 5679.785 D 30 1933
 LQ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0212+STABILITY: SURFACE MOTION
 LQ0212
 LQ0212  HISTORY     - Date     Condition        Report By
 LQ0212  HISTORY     - 1933     MONUMENTED       CGS
 LQ0212
 LQ0212                          STATION DESCRIPTION
 LQ0212
 LQ0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0212'9.0 MI NE FROM CURRIE.
 LQ0212'ABOUT 9.0 MILES NORTHEAST ALONG THE NEVADA NORTHERN RAILWAY FROM
 LQ0212'CURRIE, ELKO COUNTY, ABOUT 1 MILE SOUTH OF THE SIDING AT MIZPAH, 81
 LQ0212'FEET SOUTHEAST OF MILEPOST 54, AND 33 FEET EAST OF THE CENTER LINE OF
 LQ0212'THE TRACK.  A STANDARD DISK, STAMPED 5679.785 D 30 1933 AND SET IN THE
 LQ0212'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0557 ***********************************************************************
 GR0557  DESIGNATION -  D 301
 GR0557  PID         -  GR0557
 GR0557  STATE/COUNTY-  NV/CLARK
 GR0557  USGS QUAD   -  HOOVER DAM (1997)
 GR0557
 GR0557                         *CURRENT SURVEY CONTROL
 GR0557  ___________________________________________________________________
 GR0557* NAD 83(1986)-  36 00 57.     (N)    114 44 14.     (W)     SCALED    
 GR0557* NAVD 88     -       216.211  (meters)     709.35   (feet)  POSTED    
 GR0557  ___________________________________________________________________
 GR0557  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0557  DYNAMIC HT  -         216.000 (meters)     708.66  (feet)  COMP
 GR0557  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 GR0557
 GR0557  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0557
 GR0557.The horizontal coordinates were scaled from a topographic map and have
 GR0557.an estimated accuracy of +/- 6 seconds.
 GR0557
 GR0557.The orthometric height was determined by differential leveling
 GR0557.and adjusted by the National Geodetic Survey in 1992..
 GR0557.No vertical observational check was made to the station.
 GR0557.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0557.was located on a no-check spur therefore a value was not computed.
 GR0557
 GR0557.The geoid height was determined by GEOID03.
 GR0557
 GR0557.The dynamic height is computed by dividing the NAVD 88
 GR0557.geopotential number by the normal gravity value computed on the
 GR0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0557.degrees latitude (g = 980.6199 gals.).
 GR0557
 GR0557.The modeled gravity was interpolated from observed gravity values.
 GR0557
 GR0557;                    North         East    Units  Estimated Accuracy
 GR0557;SPC NV E     - 8,140,760.      276,270.      MT  (+/- 180 meters Scaled)
 GR0557
 GR0557                          SUPERSEDED SURVEY CONTROL
 GR0557
 GR0557  NGVD 29 (??/??/92)  215.520  (m)          707.09   (f) ADJ UNCH    1 1
 GR0557
 GR0557.Superseded values are not recommended for survey control.
 GR0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0557.See file dsdata.txt to determine how the superseded data were derived.
 GR0557
 GR0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV039880(NAD 83)
 GR0557_MARKER: DB = BENCH MARK DISK
 GR0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0557_SP_SET: DAM
 GR0557_STAMPING: D 301 1940
 GR0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0557
 GR0557  HISTORY     - Date     Condition        Report By
 GR0557  HISTORY     - 1940     MONUMENTED       CGS
 GR0557  HISTORY     - 1950     GOOD             NGS
 GR0557  HISTORY     - 1963     GOOD             NGS
 GR0557
 GR0557                          STATION DESCRIPTION
 GR0557
 GR0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0557'IN HOOVER DAM.
 GR0557'INSIDE OF HOOVER DAM, ON THE 5TH FLOOR, AT THE SOUTHWEST (DOWNSTREAM)
 GR0557'END OF THE NEVADA 705 GALLERY, INSIDE A ROOM ON THE NORTHWEST SIDE OF
 GR0557'THE GALLERY, 5.5 FEET NORTHWEST OF THE OUTSIDE OF THE GALLERY WALL,
 GR0557'4.0 FEET NORTH OF THE NORTHWEST EDGE OF THE DOOR, ABOUT 2 FEET HIGHER
 GR0557'THAN THE FLOOR, AND IN A RECESS IN THE FACE OF THE DAM.
 GR0557
 GR0557                          STATION RECOVERY (1963)
 GR0557
 GR0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0711 ***********************************************************************
 GR0711  DESIGNATION -  D 302
 GR0711  PID         -  GR0711
 GR0711  STATE/COUNTY-  NV/CLARK
 GR0711  USGS QUAD   -  UTE (1983)
 GR0711
 GR0711                         *CURRENT SURVEY CONTROL
 GR0711  ___________________________________________________________________
 GR0711* NAD 83(1986)-  36 36 50.     (N)    114 40 53.     (W)     SCALED    
 GR0711* NAVD 88     -       541.758  (meters)    1777.42   (feet)  ADJUSTED  
 GR0711  ___________________________________________________________________
 GR0711  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 GR0711  DYNAMIC HT  -         541.233 (meters)    1775.70  (feet)  COMP
 GR0711  MODELED GRAV-     979,647.5   (mgal)                       NAVD 88
 GR0711
 GR0711  VERT ORDER  -  FIRST     CLASS I
 GR0711
 GR0711.The horizontal coordinates were scaled from a topographic map and have
 GR0711.an estimated accuracy of +/- 6 seconds.
 GR0711
 GR0711.The orthometric height was determined by differential leveling
 GR0711.and adjusted by the National Geodetic Survey in June 1991..
 GR0711
 GR0711.The geoid height was determined by GEOID03.
 GR0711
 GR0711.The dynamic height is computed by dividing the NAVD 88
 GR0711.geopotential number by the normal gravity value computed on the
 GR0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0711.degrees latitude (g = 980.6199 gals.).
 GR0711
 GR0711.The modeled gravity was interpolated from observed gravity values.
 GR0711
 GR0711;                    North         East    Units  Estimated Accuracy
 GR0711;SPC NV E     - 8,207,160.      280,680.      MT  (+/- 180 meters Scaled)
 GR0711
 GR0711                          SUPERSEDED SURVEY CONTROL
 GR0711
 GR0711  NGVD 29 (??/??/92)  541.085  (m)         1775.21   (f) ADJ UNCH    1 1
 GR0711
 GR0711.Superseded values are not recommended for survey control.
 GR0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0711.See file dsdata.txt to determine how the superseded data were derived.
 GR0711
 GR0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA073545(NAD 83)
 GR0711_MARKER: DB = BENCH MARK DISK
 GR0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0711_SP_SET: BRIDGE
 GR0711_STAMPING: D 302 1941
 GR0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0711
 GR0711  HISTORY     - Date     Condition        Report By
 GR0711  HISTORY     - 1941     MONUMENTED       CGS
 GR0711  HISTORY     - 1949     GOOD             NGS
 GR0711  HISTORY     - 1963     GOOD             NGS
 GR0711  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0711
 GR0711                          STATION DESCRIPTION
 GR0711
 GR0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0711'5.4 MI SW FROM MOAPA.
 GR0711'5.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0711'AT MOAPA, AT CONCRETE BRIDGE 377.54, IN THE TOP OF THE NORTHEAST END
 GR0711'OF THE SOUTHEAST HEAD WALL, 17.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 GR0711'AND ABOUT 10 FEET LOWER THAN THE TRACK.
 GR0711
 GR0711                          STATION RECOVERY (1963)
 GR0711
 GR0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0711'RECOVERED IN GOOD CONDITION.
 GR0711
 GR0711                          STATION RECOVERY (1982)
 GR0711
 GR0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0303 ***********************************************************************
 GR0303  DESIGNATION -  D 303
 GR0303  PID         -  GR0303
 GR0303  STATE/COUNTY-  NV/CLARK
 GR0303  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0303
 GR0303                         *CURRENT SURVEY CONTROL
 GR0303  ___________________________________________________________________
 GR0303* NAD 83(1986)-  36 05 44.     (N)    114 08 45.     (W)     SCALED    
 GR0303* NAVD 88     -       362.615  (meters)    1189.68   (feet)  POSTED    
 GR0303  ___________________________________________________________________
 GR0303  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 GR0303  DYNAMIC HT  -         362.260 (meters)    1188.51  (feet)  COMP
 GR0303  MODELED GRAV-     979,633.2   (mgal)                       NAVD 88
 GR0303
 GR0303  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0303
 GR0303.The horizontal coordinates were scaled from a topographic map and have
 GR0303.an estimated accuracy of +/- 6 seconds.
 GR0303
 GR0303.The orthometric height was determined by differential leveling
 GR0303.and adjusted by the National Geodetic Survey in 1992..
 GR0303.No vertical observational check was made to the station.
 GR0303.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0303.was located on a no-check spur therefore a value was not computed.
 GR0303
 GR0303.The geoid height was determined by GEOID03.
 GR0303
 GR0303.The dynamic height is computed by dividing the NAVD 88
 GR0303.geopotential number by the normal gravity value computed on the
 GR0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0303.degrees latitude (g = 980.6199 gals.).
 GR0303
 GR0303.The modeled gravity was interpolated from observed gravity values.
 GR0303
 GR0303;                    North         East    Units  Estimated Accuracy
 GR0303;SPC NV E     - 8,150,230.      329,450.      MT  (+/- 180 meters Scaled)
 GR0303
 GR0303                          SUPERSEDED SURVEY CONTROL
 GR0303
 GR0303  NGVD 29 (??/??/92)  361.899  (m)         1187.33   (f) ADJ UNCH    1 1
 GR0303
 GR0303.Superseded values are not recommended for survey control.
 GR0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0303.See file dsdata.txt to determine how the superseded data were derived.
 GR0303
 GR0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV569983(NAD 83)
 GR0303_MARKER: DB = BENCH MARK DISK
 GR0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0303_STAMPING: D 303 1940
 GR0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0303+STABILITY: SURFACE MOTION
 GR0303
 GR0303  HISTORY     - Date     Condition        Report By
 GR0303  HISTORY     - 1940     MONUMENTED       CGS
 GR0303  HISTORY     - 1950     GOOD             NGS
 GR0303
 GR0303                          STATION DESCRIPTION
 GR0303
 GR0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0303'4.9 MI S FROM LAKE SHORE MINE.
 GR0303'4.9 MILES SOUTH ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, ON THE
 GR0303'SHORE OF LAKE MEAD, 67 YARDS EAST OF AND ABOUT 15 FEET BELOW THE HIGH
 GR0303'WATER LEVEL OF THE LAKE, 65 FEET SOUTH OF THE TOP OF THE SOUTH BANK OF
 GR0303'A WIDE DRY WASH ENTERING THE LAKE FROM THE WEST, 4.0 FEET EAST OF A
 GR0303'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.5
 GR0303'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0188 ***********************************************************************
 HP0188  DESIGNATION -  D 304
 HP0188  PID         -  HP0188
 HP0188  STATE/COUNTY-  NV/LINCOLN
 HP0188  USGS QUAD   -  LOWER PAHRANAGAT LAKE (1969)
 HP0188
 HP0188                         *CURRENT SURVEY CONTROL
 HP0188  ___________________________________________________________________
 HP0188* NAD 83(1986)-  37 10 30.     (N)    115 06 22.     (W)     SCALED    
 HP0188* NAVD 88     -      1068.659  (meters)    3506.09   (feet)  ADJUSTED  
 HP0188  ___________________________________________________________________
 HP0188  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 HP0188  DYNAMIC HT  -        1067.534 (meters)    3502.40  (feet)  COMP
 HP0188  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 HP0188
 HP0188  VERT ORDER  -  SECOND    CLASS 0
 HP0188
 HP0188.The horizontal coordinates were scaled from a topographic map and have
 HP0188.an estimated accuracy of +/- 6 seconds.
 HP0188
 HP0188.The orthometric height was determined by differential leveling
 HP0188.and adjusted by the National Geodetic Survey in June 1991..
 HP0188
 HP0188.The geoid height was determined by GEOID03.
 HP0188
 HP0188.The dynamic height is computed by dividing the NAVD 88
 HP0188.geopotential number by the normal gravity value computed on the
 HP0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0188.degrees latitude (g = 980.6199 gals.).
 HP0188
 HP0188.The modeled gravity was interpolated from observed gravity values.
 HP0188
 HP0188;                    North         East    Units  Estimated Accuracy
 HP0188;SPC NV E     - 8,269,150.      242,380.      MT  (+/- 180 meters Scaled)
 HP0188
 HP0188                          SUPERSEDED SURVEY CONTROL
 HP0188
 HP0188  NGVD 29 (??/??/92) 1067.795  (m)         3503.26   (f) ADJ UNCH    2 0
 HP0188
 HP0188.Superseded values are not recommended for survey control.
 HP0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0188.See file dsdata.txt to determine how the superseded data were derived.
 HP0188
 HP0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB681159(NAD 83)
 HP0188_MARKER: DB = BENCH MARK DISK
 HP0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0188_STAMPING: D 304 1941
 HP0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0188+STABILITY: SURFACE MOTION
 HP0188
 HP0188  HISTORY     - Date     Condition        Report By
 HP0188  HISTORY     - 1941     MONUMENTED       CGS
 HP0188
 HP0188                          STATION DESCRIPTION
 HP0188
 HP0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0188'12.0 MI SE FROM ALAMO.
 HP0188'ABOUT 12.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0188'AT ALAMO, LINCOLN COUNTY, THENCE ABOUT 4.0 MILES SOUTH ALONG A ROAD
 HP0188'LEADING TO THE CROSSING OF U.S. HIGHWAY 95, ABOUT 250 FEET SOUTHEAST
 HP0188'OF A SMALL DRAW, 30.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 HP0188'3.0 FEET WEST OF A TRIANGULAR CONCRETE POST PROJECTING ABOUT 2.0 FEET
 HP0188'ABOVE GROUND, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 HP0188'STAMPED D 304 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HP0188'ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0885 ***********************************************************************
 GR0885  DESIGNATION -  D 305
 GR0885  PID         -  GR0885
 GR0885  STATE/COUNTY-  NV/CLARK
 GR0885  USGS QUAD   -  BLACK HILLS NW (1973)
 GR0885
 GR0885                         *CURRENT SURVEY CONTROL
 GR0885  ___________________________________________________________________
 GR0885* NAD 83(1986)-  36 42 17.     (N)    115 28 34.     (W)     SCALED    
 GR0885* NAVD 88     -      1023.510  (meters)    3357.97   (feet)  ADJUSTED  
 GR0885  ___________________________________________________________________
 GR0885  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 GR0885  DYNAMIC HT  -        1022.419 (meters)    3354.39  (feet)  COMP
 GR0885  MODELED GRAV-     979,531.6   (mgal)                       NAVD 88
 GR0885
 GR0885  VERT ORDER  -  SECOND    CLASS 0
 GR0885
 GR0885.The horizontal coordinates were scaled from a topographic map and have
 GR0885.an estimated accuracy of +/- 6 seconds.
 GR0885
 GR0885.The orthometric height was determined by differential leveling
 GR0885.and adjusted by the National Geodetic Survey in June 1991..
 GR0885
 GR0885.The geoid height was determined by GEOID03.
 GR0885
 GR0885.The dynamic height is computed by dividing the NAVD 88
 GR0885.geopotential number by the normal gravity value computed on the
 GR0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0885.degrees latitude (g = 980.6199 gals.).
 GR0885
 GR0885.The modeled gravity was interpolated from observed gravity values.
 GR0885
 GR0885;                    North         East    Units  Estimated Accuracy
 GR0885;SPC NV E     - 8,216,870.      209,580.      MT  (+/- 180 meters Scaled)
 GR0885
 GR0885                          SUPERSEDED SURVEY CONTROL
 GR0885
 GR0885  NGVD 29 (??/??/92) 1022.698  (m)         3355.30   (f) ADJ UNCH    2 0
 GR0885
 GR0885.Superseded values are not recommended for survey control.
 GR0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0885.See file dsdata.txt to determine how the superseded data were derived.
 GR0885
 GR0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA361631(NAD 83)
 GR0885_MARKER: DB = BENCH MARK DISK
 GR0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0885_STAMPING: D 305 1941
 GR0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0885+STABILITY: SURFACE MOTION
 GR0885
 GR0885  HISTORY     - Date     Condition        Report By
 GR0885  HISTORY     - 1941     MONUMENTED       CGS
 GR0885  HISTORY     - 1973     GOOD             USGS
 GR0885
 GR0885                          STATION DESCRIPTION
 GR0885
 GR0885'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR0885'21.5 MI NE FROM INDIAN SPRINGS.
 GR0885'ABOUT 6.6 MI SE ALONG US HWY 95 FROM THE POST OFFICE AT INDIAN SPRINGS
 GR0885'TO RD JCT LEADING NE, THENCE 1.3 MI NE TO JCT OF TRACK RD ALONG NE
 GR0885'SIDE OF DISMANTLED RR, THENCE 1.0 MI ESE ALONG TRACK RD, THENCE 1.7 MI
 GR0885'NE ALONG TRACK RD TO A LINE OF WRECKED VEHICLES AT SW EDGE OF DRY
 GR0885'LAKE, THENCE 4.9 MI NNE ACROSS COUNTRY ON DRY LAKE BED TO AN ABANDONED
 GR0885'TRACK RD AT NW EDGE OF DRY LAKE, THENCE 2.0 MI NORTH ALONG ABANDONED
 GR0885'TRACK RD TO JCT WITH BLADED GRAVEL RD, THENCE 4.0 MI NNE ALONG BLADED
 GR0885'GRAVEL RD, 38 FT EAST OF THE C/L OF THE RD, 3.0 FT WEST OF WHITE
 GR0885'WOODEN POST STENCILED USBM PROJECTING 2 FT AND 1.0 FT ABOVE THE RD. A
 GR0885'STD DISK STAMPED D 305 1941, SET IN TOP OF A CONCRETE POST PROJECTING
 GR0885'0.6 FT.  NOTE-- MARK LIES WITHIN THE BOUNDARY OF NELLIS AIR FORCE
 GR0885'RANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1371 ***********************************************************************
 KR1371  DESIGNATION -  D 306
 KR1371  PID         -  KR1371
 KR1371  STATE/COUNTY-  NV/WASHOE
 KR1371  USGS QUAD   -  VERDI (1982)
 KR1371
 KR1371                         *CURRENT SURVEY CONTROL
 KR1371  ___________________________________________________________________
 KR1371* NAD 83(1986)-  39 30 38.     (N)    119 55 46.     (W)     SCALED    
 KR1371* NAVD 88     -      1442.285  (meters)    4731.90   (feet)  ADJUSTED  
 KR1371  ___________________________________________________________________
 KR1371  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 KR1371  DYNAMIC HT  -        1440.959 (meters)    4727.55  (feet)  COMP
 KR1371  MODELED GRAV-     979,657.4   (mgal)                       NAVD 88
 KR1371
 KR1371  VERT ORDER  -  FIRST     CLASS I
 KR1371
 KR1371.The horizontal coordinates were scaled from a topographic map and have
 KR1371.an estimated accuracy of +/- 6 seconds.
 KR1371
 KR1371.The orthometric height was determined by differential leveling
 KR1371.and adjusted by the National Geodetic Survey in June 1991..
 KR1371
 KR1371.The geoid height was determined by GEOID03.
 KR1371
 KR1371.The dynamic height is computed by dividing the NAVD 88
 KR1371.geopotential number by the normal gravity value computed on the
 KR1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1371.degrees latitude (g = 980.6199 gals.).
 KR1371
 KR1371.The modeled gravity was interpolated from observed gravity values.
 KR1371
 KR1371;                    North         East    Units  Estimated Accuracy
 KR1371;SPC NV W     - 4,529,140.      684,240.      MT  (+/- 180 meters Scaled)
 KR1371
 KR1371                          SUPERSEDED SURVEY CONTROL
 KR1371
 KR1371  NGVD 29 (??/??/92) 1441.169  (m)         4728.24   (f) ADJ UNCH    1 1
 KR1371
 KR1371.Superseded values are not recommended for survey control.
 KR1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1371.See file dsdata.txt to determine how the superseded data were derived.
 KR1371
 KR1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD481775(NAD 83)
 KR1371_MARKER: DB = BENCH MARK DISK
 KR1371_SETTING: 66 = SET IN ROCK OUTCROP
 KR1371_SP_SET: SET IN ROCK OUTCROP
 KR1371_STAMPING: D 306 1947
 KR1371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1371+STABILITY: POSITION/ELEVATION WELL
 KR1371
 KR1371  HISTORY     - Date     Condition        Report By
 KR1371  HISTORY     - 1947     MONUMENTED       CGS
 KR1371  HISTORY     - 1969     GOOD             NGS
 KR1371
 KR1371                          STATION DESCRIPTION
 KR1371
 KR1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1371'3.55 MI E FROM VERDI.
 KR1371'3.55 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1371'CROSSING OF BRIDGE STREET AT VERDI, 3-3/4 POLES NORTHEAST OF THE
 KR1371'CROSSING OF A ROAD, 2 1/2 POLES SOUTHWEST OF MILEPOLE 236, IN THE TOP
 KR1371'OF A 7- BY 10-FOOT ROCK OUTCROP WHICH PROJECTS ABOUT 3 1/2 FEET ABOVE
 KR1371'THE GROUND, 55.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE EASTBOUND
 KR1371'TRACK, 116 FEET SOUTH AND ACROSS THE TRACK FROM THE SECOND POLE
 KR1371'SOUTHWEST OF THE MILEPOLE, 86 1/2 FEET SOUTHEAST AND ACROSS THE TRACK
 KR1371'FROM THE CENTER LINE OF AN ASPHALT ROAD, AND ABOUT LEVEL WITH THE
 KR1371'TRACK.  SEC 14, T19N, R18E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1306 ***********************************************************************
 KR1306  DESIGNATION -  D 307
 KR1306  PID         -  KR1306
 KR1306  STATE/COUNTY-  NV/WASHOE
 KR1306  USGS QUAD   -  RENO (1982)
 KR1306
 KR1306                         *CURRENT SURVEY CONTROL
 KR1306  ___________________________________________________________________
 KR1306* NAD 83(1986)-  39 32 21.     (N)    119 48 45.     (W)     SCALED    
 KR1306* NAVD 88     -      1382.381  (meters)    4535.36   (feet)  ADJUSTED  
 KR1306  ___________________________________________________________________
 KR1306  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 KR1306  DYNAMIC HT  -        1381.130 (meters)    4531.26  (feet)  COMP
 KR1306  MODELED GRAV-     979,673.7   (mgal)                       NAVD 88
 KR1306
 KR1306  VERT ORDER  -  FIRST     CLASS II
 KR1306
 KR1306.The horizontal coordinates were scaled from a topographic map and have
 KR1306.an estimated accuracy of +/- 6 seconds.
 KR1306
 KR1306.The orthometric height was determined by differential leveling
 KR1306.and adjusted by the National Geodetic Survey in June 1991..
 KR1306
 KR1306.The geoid height was determined by GEOID03.
 KR1306
 KR1306.The dynamic height is computed by dividing the NAVD 88
 KR1306.geopotential number by the normal gravity value computed on the
 KR1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1306.degrees latitude (g = 980.6199 gals.).
 KR1306
 KR1306.The modeled gravity was interpolated from observed gravity values.
 KR1306
 KR1306;                    North         East    Units  Estimated Accuracy
 KR1306;SPC NV W     - 4,532,170.      694,340.      MT  (+/- 180 meters Scaled)
 KR1306
 KR1306                          SUPERSEDED SURVEY CONTROL
 KR1306
 KR1306  NGVD 29 (??/??/92) 1381.311  (m)         4531.85   (f) ADJ UNCH    1 2
 KR1306
 KR1306.Superseded values are not recommended for survey control.
 KR1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1306.See file dsdata.txt to determine how the superseded data were derived.
 KR1306
 KR1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD583803(NAD 83)
 KR1306_MARKER: DB = BENCH MARK DISK
 KR1306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1306_SP_SET: BALUSTRADE
 KR1306_STAMPING: D 307 1947
 KR1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1306+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2003
 KR1306
 KR1306  HISTORY     - Date     Condition        Report By
 KR1306  HISTORY     - 1947     MONUMENTED       CGS
 KR1306  HISTORY     - 20030906 GOOD             USPSQD
 KR1306
 KR1306                          STATION DESCRIPTION
 KR1306
 KR1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KR1306'IN RENO.
 KR1306'AT RENO, AT THE UNIVERSITY OF NEVADA, AT THE MAIN ENTRANCE TO THE
 KR1306'UNIVERSITY OF NEVADA ENGINEERING BUILDING, 17.6 FEET SOUTH OF THE
 KR1306'CENTER LINE OF THE MAIN ENTRANCE TO THE BUILDING, SET ON TOP AND AT
 KR1306'THE WEST END OF THE CONCRETE BALUSTRADE, 1.8 FEET EAST OF THE WEST END
 KR1306'OF THE BALUSTRADE AND 2.9 FEET HIGHER THAN THE CONCRETE SIDEWALK.
 KR1306
 KR1306                          STATION RECOVERY (2003)
 KR1306
 KR1306'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 KR1306'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0110 ***********************************************************************
 KP0110  DESIGNATION -  D 31
 KP0110  PID         -  KP0110
 KP0110  STATE/COUNTY-  NV/WHITE PINE
 KP0110  USGS QUAD   -  MONTE NEVA HOT SPRINGS (1982)
 KP0110
 KP0110                         *CURRENT SURVEY CONTROL
 KP0110  ___________________________________________________________________
 KP0110* NAD 83(1986)-  39 44 26.     (N)    114 48 15.     (W)     SCALED    
 KP0110* NAVD 88     -      1806.131  (meters)    5925.61   (feet)  ADJUSTED  
 KP0110  ___________________________________________________________________
 KP0110  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 KP0110  DYNAMIC HT  -        1804.305 (meters)    5919.62  (feet)  COMP
 KP0110  MODELED GRAV-     979,551.5   (mgal)                       NAVD 88
 KP0110
 KP0110  VERT ORDER  -  FIRST     CLASS II
 KP0110
 KP0110.The horizontal coordinates were scaled from a topographic map and have
 KP0110.an estimated accuracy of +/- 6 seconds.
 KP0110
 KP0110.The orthometric height was determined by differential leveling
 KP0110.and adjusted by the National Geodetic Survey in June 1991..
 KP0110
 KP0110.The geoid height was determined by GEOID03.
 KP0110
 KP0110.The dynamic height is computed by dividing the NAVD 88
 KP0110.geopotential number by the normal gravity value computed on the
 KP0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0110.degrees latitude (g = 980.6199 gals.).
 KP0110
 KP0110.The modeled gravity was interpolated from observed gravity values.
 KP0110
 KP0110;                    North         East    Units  Estimated Accuracy
 KP0110;SPC NV E     - 8,554,100.      266,780.      MT  (+/- 180 meters Scaled)
 KP0110
 KP0110                          SUPERSEDED SURVEY CONTROL
 KP0110
 KP0110  NGVD 29 (??/??/92) 1804.919  (m)         5921.64   (f) ADJ UNCH    1 2
 KP0110
 KP0110.Superseded values are not recommended for survey control.
 KP0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0110.See file dsdata.txt to determine how the superseded data were derived.
 KP0110
 KP0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE881012(NAD 83)
 KP0110_MARKER: DB = BENCH MARK DISK
 KP0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0110_STAMPING: 5921.638 D 31 1933
 KP0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0110+STABILITY: SURFACE MOTION
 KP0110
 KP0110  HISTORY     - Date     Condition        Report By
 KP0110  HISTORY     - 1933     MONUMENTED       CGS
 KP0110  HISTORY     - 1934     GOOD             NGS
 KP0110
 KP0110                          STATION DESCRIPTION
 KP0110
 KP0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0110'10.7 MI S FROM CHERRY CREEK.
 KP0110'ABOUT 10.7 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM THE
 KP0110'STATION AT CHERRY CREEK, WHITE PINE COUNTY, ABOUT 1.8 MILES SOUTH OF
 KP0110'THE SIDING AT RAIFF, 8 FEET EAST OF MILEPOST 102, AND ABOUT 40 FEET
 KP0110'WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 KP0110'5921.638 D 31 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KP0110'ABOUT 1 FOOT ABOVE GROUND.
 KP0110
 KP0110                          STATION RECOVERY (1934)
 KP0110
 KP0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0813 ***********************************************************************
 GR0813  DESIGNATION -  D 311
 GR0813  PID         -  GR0813
 GR0813  STATE/COUNTY-  NV/LINCOLN
 GR0813  USGS QUAD   -  WILDCAT WASH NW (1969)
 GR0813
 GR0813                         *CURRENT SURVEY CONTROL
 GR0813  ___________________________________________________________________
 GR0813* NAD 83(1986)-  36 59 15.     (N)    114 55 51.     (W)     SCALED    
 GR0813* NAVD 88     -       813.649  (meters)    2669.45   (feet)  ADJUSTED  
 GR0813  ___________________________________________________________________
 GR0813  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 GR0813  DYNAMIC HT  -         812.836 (meters)    2666.78  (feet)  COMP
 GR0813  MODELED GRAV-     979,605.2   (mgal)                       NAVD 88
 GR0813
 GR0813  VERT ORDER  -  SECOND    CLASS 0
 GR0813
 GR0813.The horizontal coordinates were scaled from a topographic map and have
 GR0813.an estimated accuracy of +/- 6 seconds.
 GR0813
 GR0813.The orthometric height was determined by differential leveling
 GR0813.and adjusted by the National Geodetic Survey in June 1991..
 GR0813
 GR0813.The geoid height was determined by GEOID03.
 GR0813
 GR0813.The dynamic height is computed by dividing the NAVD 88
 GR0813.geopotential number by the normal gravity value computed on the
 GR0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0813.degrees latitude (g = 980.6199 gals.).
 GR0813
 GR0813.The modeled gravity was interpolated from observed gravity values.
 GR0813
 GR0813;                    North         East    Units  Estimated Accuracy
 GR0813;SPC NV E     - 8,248,440.      258,080.      MT  (+/- 180 meters Scaled)
 GR0813
 GR0813                          SUPERSEDED SURVEY CONTROL
 GR0813
 GR0813  NGVD 29 (??/??/92)  812.904  (m)         2667.00   (f) ADJ UNCH    2 0
 GR0813
 GR0813.Superseded values are not recommended for survey control.
 GR0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0813.See file dsdata.txt to determine how the superseded data were derived.
 GR0813
 GR0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA841954(NAD 83)
 GR0813_MARKER: DB = BENCH MARK DISK
 GR0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0813_STAMPING: D 311 1941
 GR0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0813+STABILITY: SURFACE MOTION
 GR0813
 GR0813  HISTORY     - Date     Condition        Report By
 GR0813  HISTORY     - 1941     MONUMENTED       CGS
 GR0813  HISTORY     - 1969     GOOD             USGS
 GR0813
 GR0813                          STATION DESCRIPTION
 GR0813
 GR0813'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GR0813'30.1 MI NW FROM MOAPA.
 GR0813'IN LINCOLN CO., ABOUT 30.1 MILES NW ALONG US HIGHWAY 93 FROM THE
 GR0813'OVERPASS AT MOAPA.  19.4 MILES NORTHWEST ALONG NEVADA HIGHWAY 7 FROM
 GR0813'THE STANDARD STATION IN GLENDALE, CLARK COUNTY, THENCE 14.2 MILES
 GR0813'NORTH ALONG OLD US HIGHWAY 93, ABOUT 10.0 MILES NORTH OF THE
 GR0813'LINCOLN-CLARK COUNTY LINE, 0.1 MILE NORTH OF THE NORTH EDGE OF KANE
 GR0813'SPRING WASH, 78 FT. SW OF THE WEST END OF A CULVERT, 66 FT. WEST OF
 GR0813'THE CENTER LINE OF THE OLD HIGHWAY, 3.5 FT. NORTH OF A TRIANGULAR
 GR0813'CONCRETE POST PROJECTING 1.8 FT. ABOVE GROUND, AND ABOUT 3 FT. HIGHER
 GR0813'THAN OLD HIGHWAY.  A STANDARD DISK STAMPED D 311 1941 SET IN THE TOP
 GR0813'OF A CONCRETE POST PROJ. 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0165 ***********************************************************************
 HP0165  DESIGNATION -  D 312
 HP0165  PID         -  HP0165
 HP0165  STATE/COUNTY-  NV/LINCOLN
 HP0165  USGS QUAD   -  ALAMO SE (1980)
 HP0165
 HP0165                         *CURRENT SURVEY CONTROL
 HP0165  ___________________________________________________________________
 HP0165* NAD 83(1986)-  37 15 46.     (N)    115 06 28.     (W)     SCALED    
 HP0165* NAVD 88     -       990.742  (meters)    3250.46   (feet)  ADJUSTED  
 HP0165  ___________________________________________________________________
 HP0165  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 HP0165  DYNAMIC HT  -         989.704 (meters)    3247.05  (feet)  COMP
 HP0165  MODELED GRAV-     979,550.0   (mgal)                       NAVD 88
 HP0165
 HP0165  VERT ORDER  -  SECOND    CLASS 0
 HP0165
 HP0165.The horizontal coordinates were scaled from a topographic map and have
 HP0165.an estimated accuracy of +/- 6 seconds.
 HP0165
 HP0165.The orthometric height was determined by differential leveling
 HP0165.and adjusted by the National Geodetic Survey in June 1991..
 HP0165
 HP0165.The geoid height was determined by GEOID03.
 HP0165
 HP0165.The dynamic height is computed by dividing the NAVD 88
 HP0165.geopotential number by the normal gravity value computed on the
 HP0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0165.degrees latitude (g = 980.6199 gals.).
 HP0165
 HP0165.The modeled gravity was interpolated from observed gravity values.
 HP0165
 HP0165;                    North         East    Units  Estimated Accuracy
 HP0165;SPC NV E     - 8,278,890.      242,180.      MT  (+/- 180 meters Scaled)
 HP0165
 HP0165                          SUPERSEDED SURVEY CONTROL
 HP0165
 HP0165  NGVD 29 (??/??/92)  989.881  (m)         3247.63   (f) ADJ UNCH    2 0
 HP0165
 HP0165.Superseded values are not recommended for survey control.
 HP0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0165.See file dsdata.txt to determine how the superseded data were derived.
 HP0165
 HP0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB677257(NAD 83)
 HP0165_MARKER: DB = BENCH MARK DISK
 HP0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HP0165_SP_SET: CULVERT
 HP0165_STAMPING: D 312 1941
 HP0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0165
 HP0165  HISTORY     - Date     Condition        Report By
 HP0165  HISTORY     - 1941     MONUMENTED       CGS
 HP0165  HISTORY     - 1971     GOOD             USGS
 HP0165
 HP0165                          STATION DESCRIPTION
 HP0165
 HP0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0165'8.6 MI SE FROM ALAMO.
 HP0165'ABOUT 8.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0165'AT ALAMO, LINCOLN COUNTY, ABOUT 100 FEET SOUTHEAST OF THE END OF A
 HP0165'CURVE, AT A TWIN PIPE CULVERT, IN THE TOP OF THE NORTHWEST END OF THE
 HP0165'NORTHEAST CONCRETE HEAD WALL, 16 FEET NORTHEAST OF THE CENTER LINE OF
 HP0165'THE HIGHWAY, AND ABOUT 1.5 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 HP0165'DISK, STAMPED D 312 1941.
 HP0165
 HP0165                          STATION RECOVERY (1971)
 HP0165
 HP0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HP0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0140 ***********************************************************************
 HP0140  DESIGNATION -  D 313
 HP0140  PID         -  HP0140
 HP0140  STATE/COUNTY-  NV/LINCOLN
 HP0140  USGS QUAD   -  HIKO (1973)
 HP0140
 HP0140                         *CURRENT SURVEY CONTROL
 HP0140  ___________________________________________________________________
 HP0140* NAD 83(1986)-  37 32 40.     (N)    115 11 48.     (W)     SCALED    
 HP0140* NAVD 88     -      1202.328  (meters)    3944.64   (feet)  ADJUSTED  
 HP0140  ___________________________________________________________________
 HP0140  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 HP0140  DYNAMIC HT  -        1201.068 (meters)    3940.50  (feet)  COMP
 HP0140  MODELED GRAV-     979,541.8   (mgal)                       NAVD 88
 HP0140
 HP0140  VERT ORDER  -  SECOND    CLASS 0
 HP0140
 HP0140.The horizontal coordinates were scaled from a topographic map and have
 HP0140.an estimated accuracy of +/- 6 seconds.
 HP0140
 HP0140.The orthometric height was determined by differential leveling
 HP0140.and adjusted by the National Geodetic Survey in June 1991..
 HP0140
 HP0140.The geoid height was determined by GEOID03.
 HP0140
 HP0140.The dynamic height is computed by dividing the NAVD 88
 HP0140.geopotential number by the normal gravity value computed on the
 HP0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0140.degrees latitude (g = 980.6199 gals.).
 HP0140
 HP0140.The modeled gravity was interpolated from observed gravity values.
 HP0140
 HP0140;                    North         East    Units  Estimated Accuracy
 HP0140;SPC NV E     - 8,310,120.      234,170.      MT  (+/- 180 meters Scaled)
 HP0140
 HP0140                          SUPERSEDED SURVEY CONTROL
 HP0140
 HP0140  NGVD 29 (??/??/92) 1201.405  (m)         3941.61   (f) ADJ UNCH    2 0
 HP0140
 HP0140.Superseded values are not recommended for survey control.
 HP0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0140.See file dsdata.txt to determine how the superseded data were derived.
 HP0140
 HP0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB593568(NAD 83)
 HP0140_MARKER: DB = BENCH MARK DISK
 HP0140_SETTING: 80 = SET IN A BOULDER
 HP0140_STAMPING: D 313 1941
 HP0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0140+STABILITY: SURFACE MOTION
 HP0140
 HP0140  HISTORY     - Date     Condition        Report By
 HP0140  HISTORY     - 1941     MONUMENTED       CGS
 HP0140
 HP0140                          STATION DESCRIPTION
 HP0140
 HP0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0140'14.2 MI NW FROM ALAMO.
 HP0140'TO REACH FROM POST OFFICE AT ALAMO.  GO 12.6 MILES NORTHWESTERLY ALONG
 HP0140'U.S. HIGHWAY NO. 93 TO THE JUNCTION OF CRYSTAL SPRINGS ROAD. THENCE,
 HP0140'CONTINUE ALONG U.S. HIGHWAY NO. 93 1.6 MILES TO THE SITE OF BENCH
 HP0140'MARK.  BENCH MARK IS AT THE BASE OF A SMALL HILL, IN THE TOP OF A
 HP0140'GRANITE BOULDER ABOUT 8.0 FEET WIDE, 10.0 FEET LONG AND 2.5 FEET HIGH,
 HP0140'IT IS 59.0 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 HP0140'LEVEL WITH THE TOP OF THE PAVEMENT AND SET HORIZONTALLY IN A GRANITE
 HP0140'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0736 ***********************************************************************
 GR0736  DESIGNATION -  D 315
 GR0736  PID         -  GR0736
 GR0736  STATE/COUNTY-  NV/CLARK
 GR0736  USGS QUAD   -  MOAPA WEST (1983)
 GR0736
 GR0736                         *CURRENT SURVEY CONTROL
 GR0736  ___________________________________________________________________
 GR0736* NAD 83(1986)-  36 43 30.     (N)    114 37 47.     (W)     SCALED    
 GR0736* NAVD 88     -       525.604  (meters)    1724.42   (feet)  ADJUSTED  
 GR0736  ___________________________________________________________________
 GR0736  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 GR0736  DYNAMIC HT  -         525.101 (meters)    1722.77  (feet)  COMP
 GR0736  MODELED GRAV-     979,660.4   (mgal)                       NAVD 88
 GR0736
 GR0736  VERT ORDER  -  FIRST     CLASS I
 GR0736
 GR0736.The horizontal coordinates were scaled from a topographic map and have
 GR0736.an estimated accuracy of +/- 6 seconds.
 GR0736
 GR0736.The orthometric height was determined by differential leveling
 GR0736.and adjusted by the National Geodetic Survey in June 1991..
 GR0736
 GR0736.The geoid height was determined by GEOID03.
 GR0736
 GR0736.The dynamic height is computed by dividing the NAVD 88
 GR0736.geopotential number by the normal gravity value computed on the
 GR0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0736.degrees latitude (g = 980.6199 gals.).
 GR0736
 GR0736.The modeled gravity was interpolated from observed gravity values.
 GR0736
 GR0736;                    North         East    Units  Estimated Accuracy
 GR0736;SPC NV E     - 8,219,540.      285,180.      MT  (+/- 180 meters Scaled)
 GR0736
 GR0736                          SUPERSEDED SURVEY CONTROL
 GR0736
 GR0736  NGVD 29 (??/??/92)  524.936  (m)         1722.23   (f) ADJ UNCH    1 1
 GR0736
 GR0736.Superseded values are not recommended for survey control.
 GR0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0736.See file dsdata.txt to determine how the superseded data were derived.
 GR0736
 GR0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA116669(NAD 83)
 GR0736_MARKER: DB = BENCH MARK DISK
 GR0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0736_SP_SET: CULVERT
 GR0736_STAMPING: D 315 1949
 GR0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0736
 GR0736  HISTORY     - Date     Condition        Report By
 GR0736  HISTORY     - 1949     MONUMENTED       CGS
 GR0736  HISTORY     - 1963     GOOD             NGS
 GR0736  HISTORY     - 1981     MARK NOT FOUND   NGS
 GR0736
 GR0736                          STATION DESCRIPTION
 GR0736
 GR0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GR0736'4.1 MI N FROM MOAPA.
 GR0736'4.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0736'MOAPA, 5 1/2 POLES SOUTH OF MILEPOLE 387, AT A 3-BY 8-FOOT CONCRETE
 GR0736'BOX CULVERT NO. 386.79, IN THE TOP OF THE SOUTH END OF THE EAST HEAD
 GR0736'WALL, 5.7 FEET EAST OF THE EAST RAIL, AND ABOUT LEVEL WITH THE TOP OF
 GR0736'THE RAIL.
 GR0736
 GR0736                          STATION RECOVERY (1963)
 GR0736
 GR0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0736'RECOVERED IN GOOD CONDITION.
 GR0736
 GR0736                          STATION RECOVERY (1981)
 GR0736
 GR0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0921 ***********************************************************************
 KR0921  DESIGNATION -  D 316
 KR0921  PID         -  KR0921
 KR0921  STATE/COUNTY-  NV/WASHOE
 KR0921  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR0921
 KR0921                         *CURRENT SURVEY CONTROL
 KR0921  ___________________________________________________________________
 KR0921* NAD 83(1986)-  39 25 09.     (N)    119 45 25.     (W)     SCALED    
 KR0921* NAVD 88     -      1382.362  (meters)    4535.30   (feet)  ADJUSTED  
 KR0921  ___________________________________________________________________
 KR0921  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR0921  DYNAMIC HT  -        1381.091 (meters)    4531.13  (feet)  COMP
 KR0921  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 KR0921
 KR0921  VERT ORDER  -  FIRST     CLASS II
 KR0921
 KR0921.The horizontal coordinates were scaled from a topographic map and have
 KR0921.an estimated accuracy of +/- 6 seconds.
 KR0921
 KR0921.The orthometric height was determined by differential leveling
 KR0921.and adjusted by the National Geodetic Survey in June 1991..
 KR0921
 KR0921.The geoid height was determined by GEOID03.
 KR0921
 KR0921.The dynamic height is computed by dividing the NAVD 88
 KR0921.geopotential number by the normal gravity value computed on the
 KR0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0921.degrees latitude (g = 980.6199 gals.).
 KR0921
 KR0921.The modeled gravity was interpolated from observed gravity values.
 KR0921
 KR0921;                    North         East    Units  Estimated Accuracy
 KR0921;SPC NV W     - 4,518,790.      698,950.      MT  (+/- 180 meters Scaled)
 KR0921
 KR0921                          SUPERSEDED SURVEY CONTROL
 KR0921
 KR0921  NGVD 29 (??/??/??) 1380.83   (m)         4530.3    (f) RESET       3  
 KR0921
 KR0921.Superseded values are not recommended for survey control.
 KR0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0921.See file dsdata.txt to determine how the superseded data were derived.
 KR0921
 KR0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD626669(NAD 83)
 KR0921_MARKER: DB = BENCH MARK DISK
 KR0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0921_STAMPING: D 316 1951
 KR0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0921+STABILITY: SURFACE MOTION
 KR0921
 KR0921  HISTORY     - Date     Condition        Report By
 KR0921  HISTORY     - 1951     MONUMENTED       CGS
 KR0921
 KR0921                          STATION DESCRIPTION
 KR0921
 KR0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0921'8.0 MI SE FROM RENO.
 KR0921'ABOUT 8.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE
 KR0921'AT RENO, AT THE JUNCTION OF THE HIGHWAY AND A LANE LEADING WEST, 52.7
 KR0921'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTHEAST OF
 KR0921'THE CENTER LINE OF THE LANE, 3 FEET WEST OF POWER LINE POLE NO. 195,
 KR0921'2.3 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 KR0921'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE
 KR0921'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0922 ***********************************************************************
 KR0922  DESIGNATION -  D 316 RESET
 KR0922  PID         -  KR0922
 KR0922  STATE/COUNTY-  NV/WASHOE
 KR0922  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR0922
 KR0922                         *CURRENT SURVEY CONTROL
 KR0922  ___________________________________________________________________
 KR0922* NAD 83(1986)-  39 25 09.     (N)    119 45 25.     (W)     SCALED    
 KR0922* NAVD 88     -      1381.69   (meters)    4533.1    (feet)  RESET     
 KR0922  ___________________________________________________________________
 KR0922  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR0922
 KR0922  VERT ORDER  -  THIRD
 KR0922
 KR0922.The horizontal coordinates were scaled from a topographic map and have
 KR0922.an estimated accuracy of +/- 6 seconds.
 KR0922
 KR0922.The orthometric height was computed from unverified reset data.
 KR0922
 KR0922.The geoid height was determined by GEOID03.
 KR0922
 KR0922;                    North         East    Units  Estimated Accuracy
 KR0922;SPC NV W     - 4,518,790.      698,950.      MT  (+/- 180 meters Scaled)
 KR0922
 KR0922                          SUPERSEDED SURVEY CONTROL
 KR0922
 KR0922.No superseded survey control is available for this station.
 KR0922
 KR0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD626669(NAD 83)
 KR0922_MARKER: DB = BENCH MARK DISK
 KR0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0922_STAMPING: D 316 RESET 1955
 KR0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0922+STABILITY: SURFACE MOTION
 KR0922
 KR0922  HISTORY     - Date     Condition        Report By
 KR0922  HISTORY     - 1955     MONUMENTED       CGS
 KR0922  HISTORY     - 1968     GOOD             USGS
 KR0922
 KR0922                          STATION DESCRIPTION
 KR0922
 KR0922'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 KR0922'8 MI SE FROM RENO.
 KR0922'8 MILES SOUTHEAST ALONG U. S. HIGHWAY 395 FROM POST OFFICE AT RENO,
 KR0922'WASHOE COUNTY, AT THE JUNCTION OF ZOLEZZI LANE AND HIGHWAY 395, 39.5
 KR0922'SOUTHWEST OF THE SOUTH-BOUND LANE OF HIGHWAY 395 (AT SURVEY STATION S
 KR0922'960 PLUS 00), 130 FT NORTHWEST OF CENTERLINE OF ZOLEZZI LANE.  1.5
 KR0922'FOOT EAST OF A FENCE.  AND 1.5 FOOT NORTH OF A WHITE WOODEN WITNESS
 KR0922'POST.  A STANDARD DISK STAMPED D 316 RESET 1955 AND SET IN THE TOP OF
 KR0922'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0315 ***********************************************************************
 LS0315  DESIGNATION -  D 317
 LS0315  PID         -  LS0315
 LS0315  STATE/COUNTY-  NV/PERSHING
 LS0315  USGS QUAD   -  WEST OF LOVELOCK (1987)
 LS0315
 LS0315                         *CURRENT SURVEY CONTROL
 LS0315  ___________________________________________________________________
 LS0315* NAD 83(1986)-  40 10 52.     (N)    118 32 08.     (W)     SCALED    
 LS0315* NAVD 88     -      1220.654  (meters)    4004.76   (feet)  ADJUSTED  
 LS0315  ___________________________________________________________________
 LS0315  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 LS0315  DYNAMIC HT  -        1219.685 (meters)    4001.58  (feet)  COMP
 LS0315  MODELED GRAV-     979,789.4   (mgal)                       NAVD 88
 LS0315
 LS0315  VERT ORDER  -  SECOND    CLASS 0
 LS0315
 LS0315.The horizontal coordinates were scaled from a topographic map and have
 LS0315.an estimated accuracy of +/- 6 seconds.
 LS0315
 LS0315.The orthometric height was determined by differential leveling
 LS0315.and adjusted by the National Geodetic Survey in June 1991..
 LS0315
 LS0315.The geoid height was determined by GEOID03.
 LS0315
 LS0315.The dynamic height is computed by dividing the NAVD 88
 LS0315.geopotential number by the normal gravity value computed on the
 LS0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0315.degrees latitude (g = 980.6199 gals.).
 LS0315
 LS0315.The modeled gravity was interpolated from observed gravity values.
 LS0315
 LS0315;                    North         East    Units  Estimated Accuracy
 LS0315;SPC NV W     - 4,602,720.      804,070.      MT  (+/- 180 meters Scaled)
 LS0315
 LS0315                          SUPERSEDED SURVEY CONTROL
 LS0315
 LS0315  NGVD 29 (??/??/92) 1219.719  (m)         4001.69   (f) ADJ UNCH    2 0
 LS0315
 LS0315.Superseded values are not recommended for survey control.
 LS0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0315.See file dsdata.txt to determine how the superseded data were derived.
 LS0315
 LS0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE692489(NAD 83)
 LS0315_MARKER: DB = BENCH MARK DISK
 LS0315_SETTING: 80 = SET IN A BOULDER
 LS0315_SP_SET: BOULDER
 LS0315_STAMPING: D 317 1951
 LS0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0315+STABILITY: SURFACE MOTION
 LS0315
 LS0315  HISTORY     - Date     Condition        Report By
 LS0315  HISTORY     - 1951     MONUMENTED       CGS
 LS0315
 LS0315                          STATION DESCRIPTION
 LS0315
 LS0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LS0315'3.3 MI W FROM LOVELOCK.
 LS0315'2.6 MILES WEST ALONG WESTERN STREET FROM THE COURTHOUSE IN LOVELOCK,
 LS0315'THENCE 0.7 MILE WEST ALONG A DIRT ROAD, AT THE EAST EDGE OF A JUNK
 LS0315'YARD, ABOUT 125 YARDS WEST OF A WATER TANK, 317.0 FEET WEST OF THE
 LS0315'NORTHWEST CORNER OF SHEEP PENS AND SHEDS, 15 1/2 FEET SOUTH OF THE
 LS0315'CENTER LINE OF THE ROAD, 3.3 FEET WEST OF A WITNESS POST, ACROSS THE
 LS0315'ROAD FROM AN UNBEDED BOULDER PROJECTING 7 FEET, ABOUT 1 1/2 FEET
 LS0315'HIGHER THAN THE ROAD, SET IN THE TOP OF A 3 1/2-FOOT BY 5 1/2-FOOT
 LS0315'GRANITE BOULDER, PROJECTING 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0021 ***********************************************************************
 MU0021  DESIGNATION -  D 318
 MU0021  PID         -  MU0021
 MU0021  STATE/COUNTY-  NV/ELKO
 MU0021  USGS QUAD   -  THE POINT (1971)
 MU0021
 MU0021                         *CURRENT SURVEY CONTROL
 MU0021  ___________________________________________________________________
 MU0021* NAD 83(1986)-  41 55 00.     (N)    116 10 38.     (W)     SCALED    
 MU0021* NAVD 88     -      1644.901  (meters)    5396.65   (feet)  ADJUSTED  
 MU0021  ___________________________________________________________________
 MU0021  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 MU0021  DYNAMIC HT  -        1643.701 (meters)    5392.71  (feet)  COMP
 MU0021  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 MU0021
 MU0021  VERT ORDER  -  FIRST     CLASS II
 MU0021
 MU0021.The horizontal coordinates were scaled from a topographic map and have
 MU0021.an estimated accuracy of +/- 6 seconds.
 MU0021
 MU0021.The orthometric height was determined by differential leveling
 MU0021.and adjusted by the National Geodetic Survey in June 1991..
 MU0021
 MU0021.The geoid height was determined by GEOID03.
 MU0021
 MU0021.The dynamic height is computed by dividing the NAVD 88
 MU0021.geopotential number by the normal gravity value computed on the
 MU0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0021.degrees latitude (g = 980.6199 gals.).
 MU0021
 MU0021.The modeled gravity was interpolated from observed gravity values.
 MU0021
 MU0021;                    North         East    Units  Estimated Accuracy
 MU0021;SPC NV E     - 8,795,610.      150,740.      MT  (+/- 180 meters Scaled)
 MU0021
 MU0021                          SUPERSEDED SURVEY CONTROL
 MU0021
 MU0021  NGVD 29 (??/??/92) 1643.727  (m)         5392.79   (f) ADJ UNCH    1 2
 MU0021
 MU0021.Superseded values are not recommended for survey control.
 MU0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0021.See file dsdata.txt to determine how the superseded data were derived.
 MU0021
 MU0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG682408(NAD 83)
 MU0021_MARKER: DB = BENCH MARK DISK
 MU0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0021_SP_SET: CONCRETE POST
 MU0021_STAMPING: D 318 1951
 MU0021_MARK LOGO: CGS   
 MU0021_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0021+STABILITY: SURFACE MOTION
 MU0021
 MU0021  HISTORY     - Date     Condition        Report By
 MU0021  HISTORY     - 1951     MONUMENTED       CGS
 MU0021  HISTORY     - 1956     GOOD             NGS
 MU0021  HISTORY     - 19840601 GOOD             NGS
 MU0021
 MU0021                          STATION DESCRIPTION
 MU0021
 MU0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MU0021'5.0 MI SW FROM OWYHEE.
 MU0021'FROM THE POST OFFICE IN OWYHEE, NEVADA, SOUTH ON STATE HIGHWAY 43 FOR
 MU0021'0.4 MILES, THENCE RIGHT, WEST, ALONG A GRAVELED ROAD FOR 2.95 MILES,
 MU0021'THENCE LEFT, SOUTHWEST, ALONG A BLADED ROAD FOR 2.05 MILES.  THE MARK
 MU0021'IS 105 FEET EAST OF THE APPROXIMATE CENTER OF THE TOP OF A SMALL RISE
 MU0021'IN THE ROAD, 40 FEET SOUTHEAST OF THE APPROXIMATE CENTER LINE OF THE
 MU0021'ROAD, 4 FEET SOUTHWEST OF A POWERLINE POLE, 3 FEET NORTHEAST OF A
 MU0021'WHITE WOODEN WITNESS POST AND IN LINE WITH A ROW OF POWERLINE POLES. A
 MU0021'STANDARD DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 8
 MU0021'INCHES AND STAMPED D 318 1951.
 MU0021
 MU0021                          STATION RECOVERY (1984)
 MU0021
 MU0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0021'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 0.7 KM (0.45
 MU0021'MI) SOUTH ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE
 MU0021'8.0 KM (5.0 MI) SOUTH ALONG STATE HIGHWAY 11, UNDER A POWER LINE, 12.2
 MU0021'M (40 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE AND 1.2 M (4 FT)
 MU0021'SOUTHWEST OF A POWER POLE.  A DISK SET INTO THE TOP OF A CONCRETE POST
 MU0021'PROJECTING 20 CM. 0.3 M BELOW THE HIGHWAY.  0.4 M SOUTHWEST FROM A
 MU0021'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0575 ***********************************************************************
 MT0575  DESIGNATION -  D 319
 MT0575  PID         -  MT0575
 MT0575  STATE/COUNTY-  NV/ELKO
 MT0575  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0575
 MT0575                         *CURRENT SURVEY CONTROL
 MT0575  ___________________________________________________________________
 MT0575* NAD 83(1986)-  41 48 38.     (N)    115 52 56.     (W)     SCALED    
 MT0575* NAVD 88     -      1886.432  (meters)    6189.07   (feet)  ADJUSTED  
 MT0575  ___________________________________________________________________
 MT0575  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 MT0575  DYNAMIC HT  -        1884.952 (meters)    6184.21  (feet)  COMP
 MT0575  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 MT0575
 MT0575  VERT ORDER  -  SECOND    CLASS 0
 MT0575
 MT0575.The horizontal coordinates were scaled from a topographic map and have
 MT0575.an estimated accuracy of +/- 6 seconds.
 MT0575
 MT0575.The orthometric height was determined by differential leveling
 MT0575.and adjusted by the National Geodetic Survey in June 1991..
 MT0575
 MT0575.The geoid height was determined by GEOID03.
 MT0575
 MT0575.The dynamic height is computed by dividing the NAVD 88
 MT0575.geopotential number by the normal gravity value computed on the
 MT0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0575.degrees latitude (g = 980.6199 gals.).
 MT0575
 MT0575.The modeled gravity was interpolated from observed gravity values.
 MT0575
 MT0575;                    North         East    Units  Estimated Accuracy
 MT0575;SPC NV E     - 8,783,700.      175,170.      MT  (+/- 180 meters Scaled)
 MT0575
 MT0575                          SUPERSEDED SURVEY CONTROL
 MT0575
 MT0575  NGVD 29 (??/??/92) 1885.193  (m)         6185.00   (f) ADJ UNCH    2 0
 MT0575
 MT0575.Superseded values are not recommended for survey control.
 MT0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0575.See file dsdata.txt to determine how the superseded data were derived.
 MT0575
 MT0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG928293(NAD 83)
 MT0575_MARKER: DB = BENCH MARK DISK
 MT0575_SETTING: 80 = SET IN A BOULDER
 MT0575_STAMPING: D 319 1951
 MT0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0575+STABILITY: SURFACE MOTION
 MT0575
 MT0575  HISTORY     - Date     Condition        Report By
 MT0575  HISTORY     - 1951     MONUMENTED       CGS
 MT0575  HISTORY     - 1952     GOOD             NGS
 MT0575
 MT0575                          STATION DESCRIPTION
 MT0575
 MT0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 MT0575'6.3 MI E FROM MOUNTAIN CITY.
 MT0575'1.0 MILE EAST SOUTH EAST THENCE 5.2 MILES EAST ALONG A DIRT ROAD, 0.2
 MT0575'MILE SOUTH EAST OF Y JUNCTION OF TRACK ROAD, 30 FEET SOUTH WEST OF
 MT0575'CENTER LINE OF THE ROAD, 4 FEET NORTHWEST OF THE WITNESS POST, ABOUT 4
 MT0575'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0093 ***********************************************************************
 KP0093  DESIGNATION -  D 32
 KP0093  PID         -  KP0093
 KP0093  STATE/COUNTY-  NV/WHITE PINE
 KP0093  USGS QUAD   -  ELY (1978)
 KP0093
 KP0093                         *CURRENT SURVEY CONTROL
 KP0093  ___________________________________________________________________
 KP0093* NAD 83(1986)-  39 13 23.     (N)    114 57 18.     (W)     SCALED    
 KP0093* NAVD 88     -      2197.534  (meters)    7209.74   (feet)  POSTED    
 KP0093  ___________________________________________________________________
 KP0093  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 KP0093  DYNAMIC HT  -        2195.100 (meters)    7201.76  (feet)  COMP
 KP0093  MODELED GRAV-     979,439.5   (mgal)                       NAVD 88
 KP0093
 KP0093  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KP0093
 KP0093.The horizontal coordinates were scaled from a topographic map and have
 KP0093.an estimated accuracy of +/- 6 seconds.
 KP0093
 KP0093.The orthometric height was determined by differential leveling
 KP0093.and adjusted by the National Geodetic Survey in 1992..
 KP0093.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KP0093.rate of 1.1 thru 2.0 mm/km.
 KP0093
 KP0093.The geoid height was determined by GEOID03.
 KP0093
 KP0093.The dynamic height is computed by dividing the NAVD 88
 KP0093.geopotential number by the normal gravity value computed on the
 KP0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0093.degrees latitude (g = 980.6199 gals.).
 KP0093
 KP0093.The modeled gravity was interpolated from observed gravity values.
 KP0093
 KP0093;                    North         East    Units  Estimated Accuracy
 KP0093;SPC NV E     - 8,496,550.      254,250.      MT  (+/- 180 meters Scaled)
 KP0093
 KP0093                          SUPERSEDED SURVEY CONTROL
 KP0093
 KP0093  NGVD 29 (??/??/92) 2196.231  (m)         7205.47   (f) ADJ UNCH    1 2
 KP0093
 KP0093.Superseded values are not recommended for survey control.
 KP0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0093.See file dsdata.txt to determine how the superseded data were derived.
 KP0093
 KP0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD765435(NAD 83)
 KP0093_MARKER: DB = BENCH MARK DISK
 KP0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0093_STAMPING: D 32 1933
 KP0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0093+STABILITY: SURFACE MOTION
 KP0093
 KP0093  HISTORY     - Date     Condition        Report By
 KP0093  HISTORY     - 1933     MONUMENTED       CGS
 KP0093  HISTORY     - 1963     POOR             NGS
 KP0093
 KP0093                          STATION DESCRIPTION
 KP0093
 KP0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0093'5.1 MI SW FROM ELY.
 KP0093'5.1 MILES SOUTHWEST OF ELY ALONG U.S. HWY. 6 45 FEET NORTH OF CENTER
 KP0093'LINE OF HIGHWAY.
 KP0093
 KP0093                          STATION RECOVERY (1963)
 KP0093
 KP0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KP0093'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0339 ***********************************************************************
 JR0339  DESIGNATION -  D 321
 JR0339  PID         -  JR0339
 JR0339  STATE/COUNTY-  NV/LYON
 JR0339  USGS QUAD   -  YERINGTON (1986)
 JR0339
 JR0339                         *CURRENT SURVEY CONTROL
 JR0339  ___________________________________________________________________
 JR0339* NAD 83(1986)-  38 59 50.     (N)    119 09 28.     (W)     SCALED    
 JR0339* NAVD 88     -      1334.95   (+/-2cm)    4379.7    (feet)  VERTCON   
 JR0339  ___________________________________________________________________
 JR0339  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 JR0339
 JR0339  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0339
 JR0339.The horizontal coordinates were scaled from a topographic map and have
 JR0339.an estimated accuracy of +/- 6 seconds.
 JR0339
 JR0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0339.The vertical order pertains to the NGVD 29 superseded value.
 JR0339
 JR0339.The geoid height was determined by GEOID03.
 JR0339
 JR0339;                    North         East    Units  Estimated Accuracy
 JR0339;SPC NV W     - 4,471,450.      750,240.      MT  (+/- 180 meters Scaled)
 JR0339
 JR0339                          SUPERSEDED SURVEY CONTROL
 JR0339
 JR0339  NGVD 29 (??/??/92) 1333.923  (m)         4376.38   (f) ADJ UNCH    2 0
 JR0339
 JR0339.Superseded values are not recommended for survey control.
 JR0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0339.See file dsdata.txt to determine how the superseded data were derived.
 JR0339
 JR0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD131186(NAD 83)
 JR0339_MARKER: DB = BENCH MARK DISK
 JR0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0339_STAMPING: D 321 1951
 JR0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0339+STABILITY: SURFACE MOTION
 JR0339
 JR0339  HISTORY     - Date     Condition        Report By
 JR0339  HISTORY     - 1951     MONUMENTED       CGS
 JR0339
 JR0339                          STATION DESCRIPTION
 JR0339
 JR0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JR0339'0.9 MI NE FROM YERINGTON.
 JR0339'0.9 MILES NORTHEAST ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0339'YERINGTON, AT THE YERINGTON MUNICIPAL AIRPORT ENTRANCE, 62 FEET
 JR0339'NORTH OF THE HIGHWAY, 18 FEET EAST OF THE CENTER OF THE GATE TO
 JR0339'THE AIRPORT, 2 FEET NORTH OF A WIRE FENCE, 2 FEET EAST OF A
 JR0339'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 JR0339'OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND.
 JR0339'NOTE-- THE CEMENT POST IN WHICH THE BENCH MARK IS SET IS BADLY
 JR0339'CRUMBLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0640 ***********************************************************************
 MT0640  DESIGNATION -  D 322
 MT0640  PID         -  MT0640
 MT0640  STATE/COUNTY-  NV/ELKO
 MT0640  USGS QUAD   -  BEARPAW MOUNTAIN (1986)
 MT0640
 MT0640                         *CURRENT SURVEY CONTROL
 MT0640  ___________________________________________________________________
 MT0640* NAD 83(1986)-  41 58 59.     (N)    115 30 04.     (W)     SCALED    
 MT0640* NAVD 88     -      1892.191  (meters)    6207.96   (feet)  ADJUSTED  
 MT0640  ___________________________________________________________________
 MT0640  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 MT0640  DYNAMIC HT  -        1890.738 (meters)    6203.20  (feet)  COMP
 MT0640  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 MT0640
 MT0640  VERT ORDER  -  SECOND    CLASS 0
 MT0640
 MT0640.The horizontal coordinates were scaled from a topographic map and have
 MT0640.an estimated accuracy of +/- 6 seconds.
 MT0640
 MT0640.The orthometric height was determined by differential leveling
 MT0640.and adjusted by the National Geodetic Survey in June 1991..
 MT0640
 MT0640.The geoid height was determined by GEOID03.
 MT0640
 MT0640.The dynamic height is computed by dividing the NAVD 88
 MT0640.geopotential number by the normal gravity value computed on the
 MT0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0640.degrees latitude (g = 980.6199 gals.).
 MT0640
 MT0640.The modeled gravity was interpolated from observed gravity values.
 MT0640
 MT0640;                    North         East    Units  Estimated Accuracy
 MT0640;SPC NV E     - 8,802,820.      206,810.      MT  (+/- 180 meters Scaled)
 MT0640
 MT0640                          SUPERSEDED SURVEY CONTROL
 MT0640
 MT0640  NGVD 29 (??/??/92) 1890.988  (m)         6204.02   (f) ADJ UNCH    2 0
 MT0640
 MT0640.Superseded values are not recommended for survey control.
 MT0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0640.See file dsdata.txt to determine how the superseded data were derived.
 MT0640
 MT0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG241489(NAD 83)
 MT0640_MARKER: DB = BENCH MARK DISK
 MT0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0640_STAMPING: D 322 1951
 MT0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0640+STABILITY: SURFACE MOTION
 MT0640
 MT0640  HISTORY     - Date     Condition        Report By
 MT0640  HISTORY     - 1951     MONUMENTED       CGS
 MT0640
 MT0640                          STATION DESCRIPTION
 MT0640
 MT0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0640'17.7 MI NW FROM JARBIDGE.
 MT0640'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0640'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0640'THENCE 7.5 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0640'CREEK RANGER STATION, 0.35 MILES NORTHWEST OF THE SUMMIT OF A GRADE,
 MT0640'ABOUT 0.3 MILES SOUTHWEST OF USGS TRIANGULATION STATION KNIGHT, WHICH
 MT0640'IS LOCATED ON THE TOP OF THE NORTHEAST END OF A ROCKY RIDGE, 33 1/2
 MT0640'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.4 FEET SOUTH OF A
 MT0640'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MT0640'CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1130 ***********************************************************************
 KR1130  DESIGNATION -  D 323
 KR1130  PID         -  KR1130
 KR1130  STATE/COUNTY-  NV/DOUGLAS
 KR1130  USGS QUAD   -  GENOA (1994)
 KR1130
 KR1130                         *CURRENT SURVEY CONTROL
 KR1130  ___________________________________________________________________
 KR1130* NAD 83(1986)-  39 00 01.     (N)    119 45 27.     (W)     SCALED    
 KR1130* NAVD 88     -      1433.79   (+/-2cm)    4704.0    (feet)  VERTCON   
 KR1130  ___________________________________________________________________
 KR1130  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 KR1130
 KR1130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1130
 KR1130.This mark is at Minden Airport (MEV)
 KR1130
 KR1130.The horizontal coordinates were scaled from a topographic map and have
 KR1130.an estimated accuracy of +/- 6 seconds.
 KR1130
 KR1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1130.The vertical order pertains to the NGVD 29 superseded value.
 KR1130
 KR1130.The geoid height was determined by GEOID03.
 KR1130
 KR1130;                    North         East    Units  Estimated Accuracy
 KR1130;SPC NV W     - 4,472,290.      698,300.      MT  (+/- 180 meters Scaled)
 KR1130
 KR1130                          SUPERSEDED SURVEY CONTROL
 KR1130
 KR1130  NGVD 29 (??/??/92) 1432.68   (m)         4700.4    (f) COMPUTED    2 0
 KR1130
 KR1130.Superseded values are not recommended for survey control.
 KR1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1130.See file dsdata.txt to determine how the superseded data were derived.
 KR1130
 KR1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD612204(NAD 83)
 KR1130_MARKER: DB = BENCH MARK DISK
 KR1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1130_STAMPING: D 323 1951
 KR1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1130+STABILITY: SURFACE MOTION
 KR1130
 KR1130  HISTORY     - Date     Condition        Report By
 KR1130  HISTORY     - 1951     MONUMENTED       CGS
 KR1130  HISTORY     - 1972     GOOD             NGS
 KR1130
 KR1130                          STATION DESCRIPTION
 KR1130
 KR1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR1130'5.0 MI N FROM MINDEN.
 KR1130'3.8 MILES NORTH ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR1130'MINDEN, THENCE 1.2 MILES EAST ALONG AN ASPHALT ROAD TO THE
 KR1130'DOUGLAS-TAHOE AIRPORT, AT THE AIRPORT, ABOUT 0.1 MILES WEST OF THE
 KR1130'HANGAR, SET DIRECTLY UNDER A BEACON SUPPORTED BY FOUR STEEL LEGS AND
 KR1130'PAINTED ORANGE AND WHITE, ABOUT 80 YARDS SOUTH OF THE AIRPORT ROAD,
 KR1130'ABOUT 40 YARDS WEST OF A SMALL BRICK BUILDING, ABOUT 6 YARDS NORTH OF
 KR1130'A POWER LINE POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KR1130'0.2 FEET ABOVE THE GROUND.
 KR1130
 KR1130                          STATION RECOVERY (1972)
 KR1130
 KR1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KR1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0004 ***********************************************************************
 MT0004  DESIGNATION -  D 323
 MT0004  PID         -  MT0004
 MT0004  STATE/COUNTY-  NV/ELKO
 MT0004  USGS QUAD   -  GOLLAHER MOUNTAIN (1989)
 MT0004
 MT0004                         *CURRENT SURVEY CONTROL
 MT0004  ___________________________________________________________________
 MT0004* NAD 83(1986)-  41 59 11.     (N)    114 27 56.     (W)     SCALED    
 MT0004* NAVD 88     -      1802.272  (meters)    5912.95   (feet)  ADJUSTED  
 MT0004  ___________________________________________________________________
 MT0004  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 MT0004  DYNAMIC HT  -        1800.944 (meters)    5908.60  (feet)  COMP
 MT0004  MODELED GRAV-     979,820.6   (mgal)                       NAVD 88
 MT0004
 MT0004  VERT ORDER  -  SECOND    CLASS 0
 MT0004
 MT0004.The horizontal coordinates were scaled from a topographic map and have
 MT0004.an estimated accuracy of +/- 6 seconds.
 MT0004
 MT0004.The orthometric height was determined by differential leveling
 MT0004.and adjusted by the National Geodetic Survey in June 1991..
 MT0004
 MT0004.The geoid height was determined by GEOID03.
 MT0004
 MT0004.The dynamic height is computed by dividing the NAVD 88
 MT0004.geopotential number by the normal gravity value computed on the
 MT0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0004.degrees latitude (g = 980.6199 gals.).
 MT0004
 MT0004.The modeled gravity was interpolated from observed gravity values.
 MT0004
 MT0004;                    North         East    Units  Estimated Accuracy
 MT0004;SPC NV E     - 8,803,790.      292,620.      MT  (+/- 180 meters Scaled)
 MT0004
 MT0004                          SUPERSEDED SURVEY CONTROL
 MT0004
 MT0004  NGVD 29 (??/??/92) 1801.131  (m)         5909.21   (f) ADJ UNCH    2 0
 MT0004
 MT0004.Superseded values are not recommended for survey control.
 MT0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0004.See file dsdata.txt to determine how the superseded data were derived.
 MT0004
 MT0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG099513(NAD 83)
 MT0004_MARKER: DB = BENCH MARK DISK
 MT0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0004_STAMPING: D 323 1951
 MT0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0004+STABILITY: SURFACE MOTION
 MT0004
 MT0004  HISTORY     - Date     Condition        Report By
 MT0004  HISTORY     - 1951     MONUMENTED       CGS
 MT0004
 MT0004                          STATION DESCRIPTION
 MT0004
 MT0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0004'15.6 MI NE FROM SAN JACINTO.
 MT0004'15.6 MILES NORTHEAST, 0.35 MILE WEST OF THE SUMMIT OF A GRADE, AT THE
 MT0004'Y JUNCTION OF A TRACK ROAD LEADING NORTHEAST, 176 1/2 FEET NORTHEAST
 MT0004'OF THE CENTER OF THE JUNCTION, 64 FEET NORTHWEST OF THE CENTER LINE OF
 MT0004'THE ROAD (MAIN), 2.3 FEET EAST OF A WITNESS POST, AND ABOUT 1 1/2 FEET
 MT0004'LOWER THAN THE MAIN ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MT0004'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0476 ***********************************************************************
 JR0476  DESIGNATION -  D 324
 JR0476  PID         -  JR0476
 JR0476  STATE/COUNTY-  NV/DOUGLAS
 JR0476  USGS QUAD   -  MINDEN (1982)
 JR0476
 JR0476                         *CURRENT SURVEY CONTROL
 JR0476  ___________________________________________________________________
 JR0476* NAD 83(1986)-  38 55 04.     (N)    119 50 03.     (W)     SCALED    
 JR0476* NAVD 88     -      1463.63   (+/-2cm)    4801.9    (feet)  VERTCON   
 JR0476  ___________________________________________________________________
 JR0476  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 JR0476
 JR0476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0476
 JR0476.The horizontal coordinates were scaled from a topographic map and have
 JR0476.an estimated accuracy of +/- 6 seconds.
 JR0476
 JR0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0476.The vertical order pertains to the NGVD 29 superseded value.
 JR0476
 JR0476.The geoid height was determined by GEOID03.
 JR0476
 JR0476;                    North         East    Units  Estimated Accuracy
 JR0476;SPC NV W     - 4,463,220.      691,530.      MT  (+/- 180 meters Scaled)
 JR0476
 JR0476                          SUPERSEDED SURVEY CONTROL
 JR0476
 JR0476  NGVD 29 (??/??/92) 1462.433  (m)         4798.00   (f) ADJ UNCH    2 0
 JR0476
 JR0476.Superseded values are not recommended for survey control.
 JR0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0476.See file dsdata.txt to determine how the superseded data were derived.
 JR0476
 JR0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD542114(NAD 83)
 JR0476_MARKER: DB = BENCH MARK DISK
 JR0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0476_STAMPING: D 324 1951
 JR0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0476+STABILITY: SURFACE MOTION
 JR0476
 JR0476  HISTORY     - Date     Condition        Report By
 JR0476  HISTORY     - 1951     MONUMENTED       CGS
 JR0476
 JR0476                          STATION DESCRIPTION
 JR0476
 JR0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JR0476'6.3 MI S FROM GENOA.
 JR0476'ABOUT 6.3 MILES SOUTH ALONG FOOTHILL ROAD FROM THE GENERAL
 JR0476'STORE IN GENOA, ABOUT 70 YARDS SOUTH OF A POINT WHERE A POWER
 JR0476'LINE CROSSES THE ROAD, AND AT A T JUNCTION OF A DIRT ROAD
 JR0476'LEADING WEST, 39 FEET WEST OF THE ROAD, 15.8 FEET SOUTH OF THE
 JR0476'SOUTH IRON GATEPOST OF A DIRT ROAD LEADING WEST, 1.2 FEET EAST
 JR0476'OF A WIRE FENCE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2
 JR0476'FEET HIGHER THAN THE ROAD, AND SET IN A CONCRETE POST PROJECTING
 JR0476'0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0607 ***********************************************************************
 MT0607  DESIGNATION -  D 326
 MT0607  PID         -  MT0607
 MT0607  STATE/COUNTY-  NV/ELKO
 MT0607  USGS QUAD   -  TENNESSEE MOUNTAIN (1986)
 MT0607
 MT0607                         *CURRENT SURVEY CONTROL
 MT0607  ___________________________________________________________________
 MT0607* NAD 83(1986)-  41 52 11.     (N)    115 42 06.     (W)     SCALED    
 MT0607* NAVD 88     -      1646.733  (meters)    5402.66   (feet)  ADJUSTED  
 MT0607  ___________________________________________________________________
 MT0607  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 MT0607  DYNAMIC HT  -        1645.504 (meters)    5398.62  (feet)  COMP
 MT0607  MODELED GRAV-     979,818.1   (mgal)                       NAVD 88
 MT0607
 MT0607  VERT ORDER  -  SECOND    CLASS 0
 MT0607
 MT0607.The horizontal coordinates were scaled from a topographic map and have
 MT0607.an estimated accuracy of +/- 6 seconds.
 MT0607
 MT0607.The orthometric height was determined by differential leveling
 MT0607.and adjusted by the National Geodetic Survey in June 1991..
 MT0607
 MT0607.The geoid height was determined by GEOID03.
 MT0607
 MT0607.The dynamic height is computed by dividing the NAVD 88
 MT0607.geopotential number by the normal gravity value computed on the
 MT0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0607.degrees latitude (g = 980.6199 gals.).
 MT0607
 MT0607.The modeled gravity was interpolated from observed gravity values.
 MT0607
 MT0607;                    North         East    Units  Estimated Accuracy
 MT0607;SPC NV E     - 8,790,240.      190,180.      MT  (+/- 180 meters Scaled)
 MT0607
 MT0607                          SUPERSEDED SURVEY CONTROL
 MT0607
 MT0607  NGVD 29 (??/??/92) 1645.542  (m)         5398.75   (f) ADJ UNCH    2 0
 MT0607
 MT0607.Superseded values are not recommended for survey control.
 MT0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0607.See file dsdata.txt to determine how the superseded data were derived.
 MT0607
 MT0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG077361(NAD 83)
 MT0607_MARKER: DB = BENCH MARK DISK
 MT0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0607_STAMPING: D 326 1951
 MT0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0607+STABILITY: SURFACE MOTION
 MT0607
 MT0607  HISTORY     - Date     Condition        Report By
 MT0607  HISTORY     - 1951     MONUMENTED       CGS
 MT0607
 MT0607                          STATION DESCRIPTION
 MT0607
 MT0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0607'25.1 MI NE FROM MOUNTAIN CITY.
 MT0607'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0607'MOUNTAIN CITY, THENCE 15.0 MILES EAST ALONG A GRAVEL ROAD, THENCE 2.6
 MT0607'MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 6.5 MILES NORTHEAST ALONG A
 MT0607'GRAVEL ROAD, AT A SMALL CLEARING, 32.0 FEET WEST OF THE CENTER LINE OF
 MT0607'THE ROAD, 73.6 FEET SOUTHWEST AND ACROSS THE ROAD FROM A U. S. FOREST
 MT0607'SERVICE SIGN, 2.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 MT0607'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE
 MT0607'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0028 ***********************************************************************
 MT0028  DESIGNATION -  D 327
 MT0028  PID         -  MT0028
 MT0028  STATE/COUNTY-  NV/ELKO
 MT0028  USGS QUAD   -  FIVEMILE GULCH (1989)
 MT0028
 MT0028                         *CURRENT SURVEY CONTROL
 MT0028  ___________________________________________________________________
 MT0028* NAD 83(1986)-  41 53 25.     (N)    114 12 11.     (W)     SCALED    
 MT0028* NAVD 88     -      1625.289  (meters)    5332.30   (feet)  ADJUSTED  
 MT0028  ___________________________________________________________________
 MT0028  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 MT0028  DYNAMIC HT  -        1624.096 (meters)    5328.39  (feet)  COMP
 MT0028  MODELED GRAV-     979,831.3   (mgal)                       NAVD 88
 MT0028
 MT0028  VERT ORDER  -  SECOND    CLASS 0
 MT0028
 MT0028.The horizontal coordinates were scaled from a topographic map and have
 MT0028.an estimated accuracy of +/- 6 seconds.
 MT0028
 MT0028.The orthometric height was determined by differential leveling
 MT0028.and adjusted by the National Geodetic Survey in June 1991..
 MT0028
 MT0028.The geoid height was determined by GEOID03.
 MT0028
 MT0028.The dynamic height is computed by dividing the NAVD 88
 MT0028.geopotential number by the normal gravity value computed on the
 MT0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0028.degrees latitude (g = 980.6199 gals.).
 MT0028
 MT0028.The modeled gravity was interpolated from observed gravity values.
 MT0028
 MT0028;                    North         East    Units  Estimated Accuracy
 MT0028;SPC NV E     - 8,793,430.      314,540.      MT  (+/- 180 meters Scaled)
 MT0028
 MT0028                          SUPERSEDED SURVEY CONTROL
 MT0028
 MT0028  NGVD 29 (??/??/92) 1624.167  (m)         5328.62   (f) ADJ UNCH    2 0
 MT0028
 MT0028.Superseded values are not recommended for survey control.
 MT0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0028.See file dsdata.txt to determine how the superseded data were derived.
 MT0028
 MT0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG320413(NAD 83)
 MT0028_MARKER: DB = BENCH MARK DISK
 MT0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0028_STAMPING: D 327 1951
 MT0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0028+STABILITY: SURFACE MOTION
 MT0028
 MT0028  HISTORY     - Date     Condition        Report By
 MT0028  HISTORY     - 1951     MONUMENTED       CGS
 MT0028
 MT0028                          STATION DESCRIPTION
 MT0028
 MT0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0028'33.6 MI NW FROM GROUSE CREEK.
 MT0028'3.4 MILES NORTH, 15.6 MILES NORTHWEST, 2.5 MILES NORTHWEST, 12.1 MILES
 MT0028'SOUTHWEST, 38.5 MILES EAST OF SAN JACINTO, NEVADA, 1.1 MILES SOUTHEAST
 MT0028'OF THE RANCHO GRANDE RANCHHOUSE, 0.45 MILE NORTH OF A WOODEN BRIDGE
 MT0028'OVER THE GOOSE CREEK, 190 FEET SOUTH OF THE CENTER OF THE Y JUNCTION
 MT0028'OF A RANCH ROAD LEADING SOUTHEAST, 23 1/2 FEET WEST OF THE CENTER LINE
 MT0028'OF THE MAIN ROAD, 4 FEET SOUTHEAST OF A 5 INCH JUNIPER TREE WHICH IS
 MT0028'USED AS A FENCE CORNER POST, 2.8 FEET NORTH OF A WITNESS POST, AND
 MT0028'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MT0028'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1260 ***********************************************************************
 GR1260  DESIGNATION -  D 328
 GR1260  PID         -  GR1260
 GR1260  STATE/COUNTY-  NV/NYE
 GR1260  USGS QUAD   -  MERCURY (1983)
 GR1260
 GR1260                         *CURRENT SURVEY CONTROL
 GR1260  ___________________________________________________________________
 GR1260* NAD 83(1986)-  36 42 08.     (N)    115 58 48.     (W)     SCALED    
 GR1260* NAVD 88     -      1177.427  (meters)    3862.94   (feet)  ADJUSTED  
 GR1260  ___________________________________________________________________
 GR1260  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GR1260  DYNAMIC HT  -        1176.125 (meters)    3858.67  (feet)  COMP
 GR1260  MODELED GRAV-     979,485.7   (mgal)                       NAVD 88
 GR1260
 GR1260  VERT ORDER  -  SECOND    CLASS 0
 GR1260
 GR1260.The horizontal coordinates were scaled from a topographic map and have
 GR1260.an estimated accuracy of +/- 6 seconds.
 GR1260
 GR1260.The orthometric height was determined by differential leveling
 GR1260.and adjusted by the National Geodetic Survey in June 1991..
 GR1260
 GR1260.The geoid height was determined by GEOID03.
 GR1260
 GR1260.The dynamic height is computed by dividing the NAVD 88
 GR1260.geopotential number by the normal gravity value computed on the
 GR1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1260.degrees latitude (g = 980.6199 gals.).
 GR1260
 GR1260.The modeled gravity was interpolated from observed gravity values.
 GR1260
 GR1260;                    North         East    Units  Estimated Accuracy
 GR1260;SPC NV C     - 6,216,810.      561,350.      MT  (+/- 180 meters Scaled)
 GR1260
 GR1260                          SUPERSEDED SURVEY CONTROL
 GR1260
 GR1260  NGVD 29 (??/??/92) 1176.539  (m)         3860.03   (f) ADJ UNCH    2 0
 GR1260
 GR1260.Superseded values are not recommended for survey control.
 GR1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1260.See file dsdata.txt to determine how the superseded data were derived.
 GR1260
 GR1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA911623(NAD 83)
 GR1260_MARKER: DB = BENCH MARK DISK
 GR1260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR1260_SP_SET: FOUNDATION
 GR1260_STAMPING: D 328 1952
 GR1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1260
 GR1260  HISTORY     - Date     Condition        Report By
 GR1260  HISTORY     - 1952     MONUMENTED       CGS
 GR1260
 GR1260                          STATION DESCRIPTION
 GR1260
 GR1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GR1260'3.5 MI NW FROM MERCURY.
 GR1260'0.15 MILE WEST ALONG RANGER AVENUE FROM THE POST OFFICE AT MERCURY,
 GR1260'THENCE 2.6 MILES NORTH ALONG THE MERCURY HIGHWAY, THENCE 0.75 MILE
 GR1260'NORTHWEST ALONG THE MERCURY HIGHWAY, 66 FEET SOUTHWEST OF THE CENTER
 GR1260'LINE OF THE HIGHWAY, 38 FEET NORTHWEST OF A POWER POLE, 0.6 FOOT ABOVE
 GR1260'THE GROUND, SET IN THE TOP OF THE SOUTHEAST CORNER OF A 7X7 FOOT
 GR1260'CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0433 ***********************************************************************
 HQ0433  DESIGNATION -  D 329
 HQ0433  PID         -  HQ0433
 HQ0433  STATE/COUNTY-  NV/NYE
 HQ0433  USGS QUAD   -  YUCCA FLAT (1986)
 HQ0433
 HQ0433                         *CURRENT SURVEY CONTROL
 HQ0433  ___________________________________________________________________
 HQ0433* NAD 83(1986)-  37 00 59.     (N)    116 03 04.     (W)     SCALED    
 HQ0433* NAVD 88     -      1221.481  (meters)    4007.48   (feet)  ADJUSTED  
 HQ0433  ___________________________________________________________________
 HQ0433  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 HQ0433  DYNAMIC HT  -        1220.144 (meters)    4003.09  (feet)  COMP
 HQ0433  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 HQ0433
 HQ0433  VERT ORDER  -  SECOND    CLASS 0
 HQ0433
 HQ0433.The horizontal coordinates were scaled from a topographic map and have
 HQ0433.an estimated accuracy of +/- 6 seconds.
 HQ0433
 HQ0433.The orthometric height was determined by differential leveling
 HQ0433.and adjusted by the National Geodetic Survey in June 1991..
 HQ0433
 HQ0433.The geoid height was determined by GEOID03.
 HQ0433
 HQ0433.The dynamic height is computed by dividing the NAVD 88
 HQ0433.geopotential number by the normal gravity value computed on the
 HQ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0433.degrees latitude (g = 980.6199 gals.).
 HQ0433
 HQ0433.The modeled gravity was interpolated from observed gravity values.
 HQ0433
 HQ0433;                    North         East    Units  Estimated Accuracy
 HQ0433;SPC NV C     - 6,251,620.      554,780.      MT  (+/- 180 meters Scaled)
 HQ0433
 HQ0433                          SUPERSEDED SURVEY CONTROL
 HQ0433
 HQ0433  NGVD 29 (??/??/92) 1220.559  (m)         4004.45   (f) ADJ UNCH    2 0
 HQ0433
 HQ0433.Superseded values are not recommended for survey control.
 HQ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0433.See file dsdata.txt to determine how the superseded data were derived.
 HQ0433
 HQ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA844971(NAD 83)
 HQ0433_MARKER: DB = BENCH MARK DISK
 HQ0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0433_STAMPING: D 329 1952
 HQ0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0433+STABILITY: SURFACE MOTION
 HQ0433
 HQ0433  HISTORY     - Date     Condition        Report By
 HQ0433  HISTORY     - 1952     MONUMENTED       CGS
 HQ0433  HISTORY     - 1984     GOOD             USGS
 HQ0433
 HQ0433                          STATION DESCRIPTION
 HQ0433
 HQ0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0433'5.7 MI N FROM YUCCA PASS.
 HQ0433'5.7 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF
 HQ0433'YUCCA PASS, 0.35 MILE NORTH OF A JUNCTION WITH A SANDY ROAD
 HQ0433'LEADING NORTHEAST, IN LINE WITH A ROW OF POWER POLES, 50 FEET
 HQ0433'EAST OF THE CENTER LINE OF THE HIGHWAY, 26.5 FEET SOUTH OF A
 HQ0433'POWER POLE, 2.9 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 HQ0433'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HQ0433
 HQ0433                          STATION RECOVERY (1984)
 HQ0433
 HQ0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0433'5.7 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF YUCCA
 HQ0433'PASS (ENTRANCE TO CP 1), 0.35 MILES NORTH OF A JUNCTION WITH A PAVED
 HQ0433'ROAD LEADING NORTHEAST, 50 FEET EAST OF THE CENTERLINE OF THE
 HQ0433'HIGHWAY, SET IN THE TOPOF A CONCRETE POST PROJECTING 0.4 FEET ABOVE
 HQ0433'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0057 ***********************************************************************
 JP0057  DESIGNATION -  D 33
 JP0057  PID         -  JP0057
 JP0057  STATE/COUNTY-  NV/NYE
 JP0057  USGS QUAD   -  WHITE PINE PEAK (1990)
 JP0057
 JP0057                         *CURRENT SURVEY CONTROL
 JP0057  ___________________________________________________________________
 JP0057* NAD 83(1986)-  38 47 58.     (N)    115 23 08.     (W)     SCALED    
 JP0057* NAVD 88     -      1815.973  (meters)    5957.90   (feet)  ADJUSTED  
 JP0057  ___________________________________________________________________
 JP0057  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 JP0057  DYNAMIC HT  -        1814.062 (meters)    5951.64  (feet)  COMP
 JP0057  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 JP0057
 JP0057  VERT ORDER  -  FIRST     CLASS II
 JP0057
 JP0057.The horizontal coordinates were scaled from a topographic map and have
 JP0057.an estimated accuracy of +/- 6 seconds.
 JP0057
 JP0057.The orthometric height was determined by differential leveling
 JP0057.and adjusted by the National Geodetic Survey in June 1991..
 JP0057
 JP0057.The geoid height was determined by GEOID03.
 JP0057
 JP0057.The dynamic height is computed by dividing the NAVD 88
 JP0057.geopotential number by the normal gravity value computed on the
 JP0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0057.degrees latitude (g = 980.6199 gals.).
 JP0057
 JP0057.The modeled gravity was interpolated from observed gravity values.
 JP0057
 JP0057;                    North         East    Units  Estimated Accuracy
 JP0057;SPC NV C     - 6,450,120.      611,280.      MT  (+/- 180 meters Scaled)
 JP0057
 JP0057                          SUPERSEDED SURVEY CONTROL
 JP0057
 JP0057  NGVD 29 (??/??/92) 1814.799  (m)         5954.05   (f) ADJ UNCH    1 2
 JP0057
 JP0057.Superseded values are not recommended for survey control.
 JP0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0057.See file dsdata.txt to determine how the superseded data were derived.
 JP0057
 JP0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC401957(NAD 83)
 JP0057_MARKER: DB = BENCH MARK DISK
 JP0057_SETTING: 66 = SET IN ROCK OUTCROP
 JP0057_SP_SET: LIMESTONE
 JP0057_STAMPING: 5954.053 D 33 1933
 JP0057_MARK LOGO: CGS   
 JP0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0057+STABILITY: POSITION/ELEVATION WELL
 JP0057
 JP0057  HISTORY     - Date     Condition        Report By
 JP0057  HISTORY     - 1933     MONUMENTED       CGS
 JP0057  HISTORY     - 1934     GOOD             NGS
 JP0057  HISTORY     - 1984     GOOD             NGS
 JP0057
 JP0057                          STATION DESCRIPTION
 JP0057
 JP0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JP0057'6.7 MI NE FROM CURRANT.
 JP0057'ABOUT 6.7 MILES NORTHEAST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JP0057'CURRANT, NYE COUNTY, AT THE ENTRANCE TO THE BOX CANYON OF CURRANT
 JP0057'CREEK, OPPOSITE A SIDE ROAD LEADING TO A RANGER STATION, 33 FEET NORTH
 JP0057'OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A LIMESTONE ROCK.
 JP0057'A STANDARD DISK, STAMPED 5954.053 D 33 1933.
 JP0057
 JP0057                          STATION RECOVERY (1934)
 JP0057
 JP0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JP0057'RECOVERED IN GOOD CONDITION.
 JP0057
 JP0057                          STATION RECOVERY (1984)
 JP0057
 JP0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JP0057'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JP0057'10.3 KM (6.45 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0057'STATE HIGHWAY 379 AT CURRANT, IN TOP OF AND 1.2 METERS (4 FT)
 JP0057'SOUTHWEST OF THE NORTHEAST EDGE OF A 10 BY 12 FOOT LIMESTONE OUTCROP
 JP0057'PROJECTING 5 FEET ABOVE AND THE SOUTHEAST BASE OF THE MOUNTAIN,
 JP0057'0.65 KM (0.4 MI) NORTHEAST OF MILEPOST 124, 0.4 KM (0.25 MI) SOUTHWEST
 JP0057'OF THE HUMBOLDT NATIONAL FOREST BOUNDARY AND ON THE INSIDE OF A CURVE,
 JP0057'40.5 METERS (133 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 10.0 METERS
 JP0057'(33 FT) NORTHWEST OF THE CENTER OF THE OLD HIGHWAY BED AND 1.8 METERS
 JP0057'(6 FT) ABOVE THE OLD HIGHWAY BED.
 JP0057'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 JP0057'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0227 ***********************************************************************
 HP0227  DESIGNATION -  D 330
 HP0227  PID         -  HP0227
 HP0227  STATE/COUNTY-  NV/NYE
 HP0227  USGS QUAD   -  JANGLE RIDGE (1986)
 HP0227
 HP0227                         *CURRENT SURVEY CONTROL
 HP0227  ___________________________________________________________________
 HP0227* NAD 83(1986)-  37 12 30.     (N)    115 58 49.     (W)     SCALED    
 HP0227* NAVD 88     -      1442.027  (meters)    4731.05   (feet)  ADJUSTED  
 HP0227  ___________________________________________________________________
 HP0227  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 HP0227  DYNAMIC HT  -        1440.417 (meters)    4725.77  (feet)  COMP
 HP0227  MODELED GRAV-     979,463.6   (mgal)                       NAVD 88
 HP0227
 HP0227  VERT ORDER  -  SECOND    CLASS 0
 HP0227
 HP0227.The horizontal coordinates were scaled from a topographic map and have
 HP0227.an estimated accuracy of +/- 6 seconds.
 HP0227
 HP0227.The orthometric height was determined by differential leveling
 HP0227.and adjusted by the National Geodetic Survey in June 1991..
 HP0227
 HP0227.The geoid height was determined by GEOID03.
 HP0227
 HP0227.The dynamic height is computed by dividing the NAVD 88
 HP0227.geopotential number by the normal gravity value computed on the
 HP0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0227.degrees latitude (g = 980.6199 gals.).
 HP0227
 HP0227.The modeled gravity was interpolated from observed gravity values.
 HP0227
 HP0227;                    North         East    Units  Estimated Accuracy
 HP0227;SPC NV C     - 6,272,970.      560,920.      MT  (+/- 180 meters Scaled)
 HP0227
 HP0227                          SUPERSEDED SURVEY CONTROL
 HP0227
 HP0227  NGVD 29 (??/??/92) 1441.049  (m)         4727.84   (f) ADJ UNCH    2 0
 HP0227
 HP0227.Superseded values are not recommended for survey control.
 HP0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0227.See file dsdata.txt to determine how the superseded data were derived.
 HP0227
 HP0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB904184(NAD 83)
 HP0227_MARKER: DB = BENCH MARK DISK
 HP0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0227_STAMPING: D 330 1952
 HP0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0227+STABILITY: SURFACE MOTION
 HP0227
 HP0227  HISTORY     - Date     Condition        Report By
 HP0227  HISTORY     - 1952     MONUMENTED       CGS
 HP0227
 HP0227                          STATION DESCRIPTION
 HP0227
 HP0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HP0227'11.8 MI SW FROM GROOM LAKE.
 HP0227'2.3 MILES SOUTH ALONG THE WEST EDGE OF GROOM LAKE FROM A POINT AT THE
 HP0227'NORTH END OF THE LAKE WHERE A SANDY TRACK ROAD LEADS NORTHWEST, THENCE
 HP0227'9.5 MILES SOUTHWEST ALONG A TRACK ROAD, 46 FEET SOUTHEAST OF THE
 HP0227'CENTER LINE OF A TRACK ROAD, 37 FEET NORTH OF THE CENTER LINE OF A
 HP0227'TRACK ROAD LEADING TO WINDY MOUNTAIN, 3 FEET WEST OF A WITNESS POST,
 HP0227'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE
 HP0227'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0488 ***********************************************************************
 HQ0488  DESIGNATION -  D 331
 HQ0488  PID         -  HQ0488
 HQ0488  STATE/COUNTY-  NV/NYE
 HQ0488  USGS QUAD   -  TOLICHA PEAK (1986)
 HQ0488
 HQ0488                         *CURRENT SURVEY CONTROL
 HQ0488  ___________________________________________________________________
 HQ0488* NAD 83(1986)-  37 18 05.     (N)    116 47 34.     (W)     SCALED    
 HQ0488* NAVD 88     -      1688.940  (meters)    5541.13   (feet)  ADJUSTED  
 HQ0488  ___________________________________________________________________
 HQ0488  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 HQ0488  DYNAMIC HT  -        1686.986 (meters)    5534.72  (feet)  COMP
 HQ0488  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 HQ0488
 HQ0488  VERT ORDER  -  SECOND    CLASS 0
 HQ0488
 HQ0488.The horizontal coordinates were scaled from a topographic map and have
 HQ0488.an estimated accuracy of +/- 6 seconds.
 HQ0488
 HQ0488.The orthometric height was determined by differential leveling
 HQ0488.and adjusted by the National Geodetic Survey in June 1991..
 HQ0488
 HQ0488.The geoid height was determined by GEOID03.
 HQ0488
 HQ0488.The dynamic height is computed by dividing the NAVD 88
 HQ0488.geopotential number by the normal gravity value computed on the
 HQ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0488.degrees latitude (g = 980.6199 gals.).
 HQ0488
 HQ0488.The modeled gravity was interpolated from observed gravity values.
 HQ0488
 HQ0488;                    North         East    Units  Estimated Accuracy
 HQ0488;SPC NV C     - 6,283,080.      488,820.      MT  (+/- 180 meters Scaled)
 HQ0488
 HQ0488                          SUPERSEDED SURVEY CONTROL
 HQ0488
 HQ0488.No superseded survey control is available for this station.
 HQ0488
 HQ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB183283(NAD 83)
 HQ0488_MARKER: DB = BENCH MARK DISK
 HQ0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0488_SP_SET: CONCRETE POST
 HQ0488_STAMPING: D 331 1952
 HQ0488_MARK LOGO: CGS   
 HQ0488_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0488+STABILITY: SURFACE MOTION
 HQ0488
 HQ0488  HISTORY     - Date     Condition        Report By
 HQ0488  HISTORY     - 1952     MONUMENTED       CGS
 HQ0488  HISTORY     - 19920623 GOOD             LOCENG
 HQ0488
 HQ0488                          STATION DESCRIPTION
 HQ0488
 HQ0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0488'31.4 MI N FROM BEATTY.
 HQ0488'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0488'AT BEATTY, THENCE 12.75 MILES NORTH ALONG A WINDING TRACK ROAD,
 HQ0488'27 FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 0.15 MILE
 HQ0488'SOUTHEAST OF A JUNCTION WITH A TRACK ROAD LEADING WEST, 2.3
 HQ0488'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0488'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 HQ0488
 HQ0488                          STATION RECOVERY (1992)
 HQ0488
 HQ0488'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0259 ***********************************************************************
 HQ0259  DESIGNATION -  D 332
 HQ0259  PID         -  HQ0259
 HQ0259  STATE/COUNTY-  NV/NYE
 HQ0259  USGS QUAD   -  TRAPPMAN HILLS (1988)
 HQ0259
 HQ0259                         *CURRENT SURVEY CONTROL
 HQ0259  ___________________________________________________________________
 HQ0259* NAD 83(1986)-  37 36 12.     (N)    116 40 10.     (W)     SCALED    
 HQ0259* NAVD 88     -      1689.786  (meters)    5543.91   (feet)  ADJUSTED  
 HQ0259  ___________________________________________________________________
 HQ0259  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 HQ0259  DYNAMIC HT  -        1687.845 (meters)    5537.54  (feet)  COMP
 HQ0259  MODELED GRAV-     979,421.9   (mgal)                       NAVD 88
 HQ0259
 HQ0259  VERT ORDER  -  SECOND    CLASS 0
 HQ0259
 HQ0259.The horizontal coordinates were scaled from a topographic map and have
 HQ0259.an estimated accuracy of +/- 6 seconds.
 HQ0259
 HQ0259.The orthometric height was determined by differential leveling
 HQ0259.and adjusted by the National Geodetic Survey in June 1991..
 HQ0259
 HQ0259.The geoid height was determined by GEOID03.
 HQ0259
 HQ0259.The dynamic height is computed by dividing the NAVD 88
 HQ0259.geopotential number by the normal gravity value computed on the
 HQ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0259.degrees latitude (g = 980.6199 gals.).
 HQ0259
 HQ0259.The modeled gravity was interpolated from observed gravity values.
 HQ0259
 HQ0259;                    North         East    Units  Estimated Accuracy
 HQ0259;SPC NV C     - 6,316,580.      499,760.      MT  (+/- 180 meters Scaled)
 HQ0259
 HQ0259                          SUPERSEDED SURVEY CONTROL
 HQ0259
 HQ0259.No superseded survey control is available for this station.
 HQ0259
 HQ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB291618(NAD 83)
 HQ0259_MARKER: DB = BENCH MARK DISK
 HQ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0259_STAMPING: D 332 1952
 HQ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0259+STABILITY: SURFACE MOTION
 HQ0259
 HQ0259  HISTORY     - Date     Condition        Report By
 HQ0259  HISTORY     - 1952     MONUMENTED       CGS
 HQ0259
 HQ0259                          STATION DESCRIPTION
 HQ0259
 HQ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0259'53 MI SE FROM TONOPAH.
 HQ0259'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ0259'TONOPAH, THENCE 21.1 MILES SOUTHEAST ALONG AN OILED ROAD, THENCE
 HQ0259'8.5 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 11.4 MILES SOUTH
 HQ0259'ALONG A TRACK ROAD, 75 FEET EAST OF THE CENTER LINE OF A TRACK
 HQ0259'ROAD, 3.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 HQ0259'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0096 ***********************************************************************
 GS0096  DESIGNATION -  D 333
 GS0096  PID         -  GS0096
 GS0096  STATE/COUNTY-  NV/NYE
 GS0096  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0096
 GS0096                         *CURRENT SURVEY CONTROL
 GS0096  ___________________________________________________________________
 GS0096* NAD 83(1986)-  36 39 21.     (N)    116 23 47.     (W)     SCALED    
 GS0096* NAVD 88     -       823.965  (meters)    2703.29   (feet)  ADJUSTED  
 GS0096  ___________________________________________________________________
 GS0096  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GS0096  DYNAMIC HT  -         823.119 (meters)    2700.52  (feet)  COMP
 GS0096  MODELED GRAV-     979,578.5   (mgal)                       NAVD 88
 GS0096
 GS0096  VERT ORDER  -  FIRST     CLASS II
 GS0096
 GS0096.The horizontal coordinates were scaled from a topographic map and have
 GS0096.an estimated accuracy of +/- 6 seconds.
 GS0096
 GS0096.The orthometric height was determined by differential leveling
 GS0096.and adjusted by the National Geodetic Survey in June 1991..
 GS0096
 GS0096.The geoid height was determined by GEOID03.
 GS0096
 GS0096.The dynamic height is computed by dividing the NAVD 88
 GS0096.geopotential number by the normal gravity value computed on the
 GS0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0096.degrees latitude (g = 980.6199 gals.).
 GS0096
 GS0096.The modeled gravity was interpolated from observed gravity values.
 GS0096
 GS0096;                    North         East    Units  Estimated Accuracy
 GS0096;SPC NV C     - 6,211,470.      524,160.      MT  (+/- 180 meters Scaled)
 GS0096
 GS0096                          SUPERSEDED SURVEY CONTROL
 GS0096
 GS0096  NGVD 29 (05/01/91)  823.151  (m)         2700.62   (f) ADJUSTED    1 2
 GS0096
 GS0096.Superseded values are not recommended for survey control.
 GS0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0096.See file dsdata.txt to determine how the superseded data were derived.
 GS0096
 GS0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA539568(NAD 83)
 GS0096_MARKER: DB = BENCH MARK DISK
 GS0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0096_STAMPING: D 333 1952
 GS0096_MARK LOGO: CGS   
 GS0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0096+STABILITY: SURFACE MOTION
 GS0096
 GS0096  HISTORY     - Date     Condition        Report By
 GS0096  HISTORY     - 1952     MONUMENTED       CGS
 GS0096  HISTORY     - 1982     GOOD             NGS
 GS0096
 GS0096                          STATION DESCRIPTION
 GS0096
 GS0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0096'1 MI N FROM LATHROP WELLS.
 GS0096'0.1 MILE WEST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF ITS
 GS0096'Y JUNCTION WITH STATE HIGHWAY 29 AT LATHROP WELLS, THENCE 0.9
 GS0096'MILE NORTH ALONG A TRACK ROAD, 36 FEET EAST OF THE CENTER LINE
 GS0096'OF A TRACK ROAD, 4 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 GS0096'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GS0096
 GS0096                          STATION RECOVERY (1982)
 GS0096
 GS0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GS0096'RECOVERED IN GOOD CONDITION, ADD--0.55 KM (0.35 MI) NORTHEAST
 GS0096'OF THE Y JUNCTION OF DIRT ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0441 ***********************************************************************
 HQ0441  DESIGNATION -  D 334
 HQ0441  PID         -  HQ0441
 HQ0441  STATE/COUNTY-  NV/NYE
 HQ0441  USGS QUAD   -  YUCCA FLAT (1986)
 HQ0441
 HQ0441                         *CURRENT SURVEY CONTROL
 HQ0441  ___________________________________________________________________
 HQ0441* NAD 83(1986)-  37 05 07.     (N)    116 07 20.     (W)     SCALED    
 HQ0441* NAVD 88     -      1354.826  (meters)    4444.96   (feet)  ADJUSTED  
 HQ0441  ___________________________________________________________________
 HQ0441  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 HQ0441  DYNAMIC HT  -        1353.342 (meters)    4440.09  (feet)  COMP
 HQ0441  MODELED GRAV-     979,487.9   (mgal)                       NAVD 88
 HQ0441
 HQ0441  VERT ORDER  -  SECOND    CLASS 0
 HQ0441
 HQ0441.The horizontal coordinates were scaled from a topographic map and have
 HQ0441.an estimated accuracy of +/- 6 seconds.
 HQ0441
 HQ0441.The orthometric height was determined by differential leveling
 HQ0441.and adjusted by the National Geodetic Survey in June 1991..
 HQ0441
 HQ0441.The geoid height was determined by GEOID03.
 HQ0441
 HQ0441.The dynamic height is computed by dividing the NAVD 88
 HQ0441.geopotential number by the normal gravity value computed on the
 HQ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0441.degrees latitude (g = 980.6199 gals.).
 HQ0441
 HQ0441.The modeled gravity was interpolated from observed gravity values.
 HQ0441
 HQ0441;                    North         East    Units  Estimated Accuracy
 HQ0441;SPC NV C     - 6,259,230.      548,400.      MT  (+/- 180 meters Scaled)
 HQ0441
 HQ0441                          SUPERSEDED SURVEY CONTROL
 HQ0441
 HQ0441  NGVD 29 (??/??/92) 1353.888  (m)         4441.88   (f) ADJ UNCH    2 0
 HQ0441
 HQ0441.Superseded values are not recommended for survey control.
 HQ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0441.See file dsdata.txt to determine how the superseded data were derived.
 HQ0441
 HQ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB780046(NAD 83)
 HQ0441_MARKER: DB = BENCH MARK DISK
 HQ0441_SETTING: 80 = SET IN A BOULDER
 HQ0441_SP_SET: BOULDER
 HQ0441_STAMPING: D 334 1952
 HQ0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0441+STABILITY: SURFACE MOTION
 HQ0441
 HQ0441  HISTORY     - Date     Condition        Report By
 HQ0441  HISTORY     - 1952     MONUMENTED       CGS
 HQ0441  HISTORY     - 1984     GOOD             USGS
 HQ0441
 HQ0441                          STATION DESCRIPTION
 HQ0441
 HQ0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0441'16.3 MI N FROM YUCCA PASS.
 HQ0441'11.6 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF
 HQ0441'YUCCA PASS, THENCE 0.1 MILE WEST ALONG A DIRT ROAD, THENCE
 HQ0441'1.0 MILE SOUTHWEST ALONG A DIRT ROAD, THENCE 1.7 MILES SOUTHWEST
 HQ0441'ALONG AN OILED ROAD, THENCE 1.9 MILES SOUTHWEST ALONG A DIRT
 HQ0441'ROAD, ON THE SOUTHWEST BANK OF A SMALL WASH, 45 FEET SOUTHEAST
 HQ0441'OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF A WITNESS
 HQ0441'POST, 0.4 FOOT ABOVE THE GROUND, SET IN THE TOP OF A LARGE FLAT
 HQ0441'GRANITE BOULDER, 0.9 MILE NORTHEAST OF BENCH MARK E 334.
 HQ0441
 HQ0441                          STATION RECOVERY (1984)
 HQ0441
 HQ0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0441'11.3 MILES NORTH ALONG MERCURY HIGHWAY FROM THE SUMMIT OF YUCCA PASS
 HQ0441'(ENTRANCE TO CP 1) TO A GRADED ROAD WEST, THENCE 1.8 MILES WEST TO A
 HQ0441'T-ROAD EAST, THENCE SOUTH 0.3 MILES TO A VERY OLD AND DIM TRACK ROAD
 HQ0441'LEADNG SOUTHWES, THENCE 0.55 MILES SOUTHWEST ALONG TRACK ROAD TO A
 HQ0441'SANDY WASH. BM IS 70 FEET SOUTH AND 12 FEET WEST OF ROAD AT DRAIN.
 HQ0441'STANDARD TABLET SET IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0508 ***********************************************************************
 HQ0508  DESIGNATION -  D 335
 HQ0508  PID         -  HQ0508
 HQ0508  STATE/COUNTY-  NV/NYE
 HQ0508  USGS QUAD   -  BUCKBOARD MESA (1983)
 HQ0508
 HQ0508                         *CURRENT SURVEY CONTROL
 HQ0508  ___________________________________________________________________
 HQ0508* NAD 83(1986)-  37 04 55.     (N)    116 18 32.     (W)     SCALED    
 HQ0508* NAVD 88     -      1522.722  (meters)    4995.80   (feet)  ADJUSTED  
 HQ0508  ___________________________________________________________________
 HQ0508  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 HQ0508  DYNAMIC HT  -        1520.969 (meters)    4990.05  (feet)  COMP
 HQ0508  MODELED GRAV-     979,426.6   (mgal)                       NAVD 88
 HQ0508
 HQ0508  VERT ORDER  -  SECOND    CLASS 0
 HQ0508
 HQ0508.The horizontal coordinates were scaled from a topographic map and have
 HQ0508.an estimated accuracy of +/- 6 seconds.
 HQ0508
 HQ0508.The orthometric height was determined by differential leveling
 HQ0508.and adjusted by the National Geodetic Survey in June 1991..
 HQ0508
 HQ0508.The geoid height was determined by GEOID03.
 HQ0508
 HQ0508.The dynamic height is computed by dividing the NAVD 88
 HQ0508.geopotential number by the normal gravity value computed on the
 HQ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0508.degrees latitude (g = 980.6199 gals.).
 HQ0508
 HQ0508.The modeled gravity was interpolated from observed gravity values.
 HQ0508
 HQ0508;                    North         East    Units  Estimated Accuracy
 HQ0508;SPC NV C     - 6,258,780.      531,810.      MT  (+/- 180 meters Scaled)
 HQ0508
 HQ0508                          SUPERSEDED SURVEY CONTROL
 HQ0508
 HQ0508  NGVD 29 (??/??/92) 1521.698  (m)         4992.44   (f) ADJ UNCH    2 0
 HQ0508
 HQ0508.Superseded values are not recommended for survey control.
 HQ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0508.See file dsdata.txt to determine how the superseded data were derived.
 HQ0508
 HQ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB614041(NAD 83)
 HQ0508_MARKER: DB = BENCH MARK DISK
 HQ0508_SETTING: 80 = SET IN A BOULDER
 HQ0508_SP_SET: BOULDER
 HQ0508_STAMPING: D 335 1952
 HQ0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0508+STABILITY: SURFACE MOTION
 HQ0508
 HQ0508  HISTORY     - Date     Condition        Report By
 HQ0508  HISTORY     - 1952     MONUMENTED       CGS
 HQ0508
 HQ0508                          STATION DESCRIPTION
 HQ0508
 HQ0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0508'8.1 MI W FROM TIPPIPAH SPRINGS.
 HQ0508'8.1 MILES WEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0508'AT TIPPIPAH SPRINGS, 50 FEET NORTH OF THE CENTER LINE OF THE
 HQ0508'ROAD, SET IN THE TOP OF A LARGE GRANITE BOULDER WITH THE LETTERS
 HQ0508'BM PAINTED ON THE SOUTH SIDE OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0124 ***********************************************************************
 HQ0124  DESIGNATION -  D 336
 HQ0124  PID         -  HQ0124
 HQ0124  STATE/COUNTY-  NV/NYE
 HQ0124  USGS QUAD   -  REEDS RANCH (1987)
 HQ0124
 HQ0124                         *CURRENT SURVEY CONTROL
 HQ0124  ___________________________________________________________________
 HQ0124* NAD 83(1986)-  37 59 04.     (N)    116 50 07.     (W)     SCALED    
 HQ0124* NAVD 88     -      1652.666  (meters)    5422.12   (feet)  ADJUSTED  
 HQ0124  ___________________________________________________________________
 HQ0124  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 HQ0124  DYNAMIC HT  -        1650.862 (meters)    5416.20  (feet)  COMP
 HQ0124  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 HQ0124
 HQ0124  VERT ORDER  -  SECOND    CLASS 0
 HQ0124
 HQ0124.The horizontal coordinates were scaled from a topographic map and have
 HQ0124.an estimated accuracy of +/- 6 seconds.
 HQ0124
 HQ0124.The orthometric height was determined by differential leveling
 HQ0124.and adjusted by the National Geodetic Survey in June 1991..
 HQ0124
 HQ0124.The geoid height was determined by GEOID03.
 HQ0124
 HQ0124.The dynamic height is computed by dividing the NAVD 88
 HQ0124.geopotential number by the normal gravity value computed on the
 HQ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0124.degrees latitude (g = 980.6199 gals.).
 HQ0124
 HQ0124.The modeled gravity was interpolated from observed gravity values.
 HQ0124
 HQ0124;                    North         East    Units  Estimated Accuracy
 HQ0124;SPC NV C     - 6,358,890.      485,190.      MT  (+/- 180 meters Scaled)
 HQ0124
 HQ0124                          SUPERSEDED SURVEY CONTROL
 HQ0124
 HQ0124.No superseded survey control is available for this station.
 HQ0124
 HQ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC144041(NAD 83)
 HQ0124_MARKER: DB = BENCH MARK DISK
 HQ0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0124_SP_SET: CONCRETE POST
 HQ0124_STAMPING: D 336 1952
 HQ0124_MARK LOGO: CGS   
 HQ0124_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0124+STABILITY: SURFACE MOTION
 HQ0124
 HQ0124  HISTORY     - Date     Condition        Report By
 HQ0124  HISTORY     - 1952     MONUMENTED       CGS
 HQ0124  HISTORY     - 19920623 GOOD             LOCENG
 HQ0124
 HQ0124                          STATION DESCRIPTION
 HQ0124
 HQ0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0124'24 MI SE FROM TONOPAH.
 HQ0124'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ0124'TOPOPAH, THENCE 12.0 MILES SOUTHEAST ALONG AN OILED ROAD, 83
 HQ0124'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTHEAST
 HQ0124'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HQ0124'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 HQ0124
 HQ0124                          STATION RECOVERY (1992)
 HQ0124
 HQ0124'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0124'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 HQ0124'(3.3 FT) NORTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0278 ***********************************************************************
 HQ0278  DESIGNATION -  D 337
 HQ0278  PID         -  HQ0278
 HQ0278  STATE/COUNTY-  NV/NYE
 HQ0278  USGS QUAD   -  MELLAN (1988)
 HQ0278
 HQ0278                         *CURRENT SURVEY CONTROL
 HQ0278  ___________________________________________________________________
 HQ0278* NAD 83(1986)-  37 40 54.     (N)    116 33 27.     (W)     SCALED    
 HQ0278* NAVD 88     -      1708.417  (meters)    5605.03   (feet)  ADJUSTED  
 HQ0278  ___________________________________________________________________
 HQ0278  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 HQ0278  DYNAMIC HT  -        1706.487 (meters)    5598.70  (feet)  COMP
 HQ0278  MODELED GRAV-     979,439.9   (mgal)                       NAVD 88
 HQ0278
 HQ0278  VERT ORDER  -  SECOND    CLASS 0
 HQ0278
 HQ0278.The horizontal coordinates were scaled from a topographic map and have
 HQ0278.an estimated accuracy of +/- 6 seconds.
 HQ0278
 HQ0278.The orthometric height was determined by differential leveling
 HQ0278.and adjusted by the National Geodetic Survey in June 1991..
 HQ0278
 HQ0278.The geoid height was determined by GEOID03.
 HQ0278
 HQ0278.The dynamic height is computed by dividing the NAVD 88
 HQ0278.geopotential number by the normal gravity value computed on the
 HQ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0278.degrees latitude (g = 980.6199 gals.).
 HQ0278
 HQ0278.The modeled gravity was interpolated from observed gravity values.
 HQ0278
 HQ0278;                    North         East    Units  Estimated Accuracy
 HQ0278;SPC NV C     - 6,325,280.      509,630.      MT  (+/- 180 meters Scaled)
 HQ0278
 HQ0278                          SUPERSEDED SURVEY CONTROL
 HQ0278
 HQ0278.No superseded survey control is available for this station.
 HQ0278
 HQ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB390705(NAD 83)
 HQ0278_MARKER: DB = BENCH MARK DISK
 HQ0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0278_STAMPING: D 337 1952
 HQ0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0278+STABILITY: SURFACE MOTION
 HQ0278
 HQ0278  HISTORY     - Date     Condition        Report By
 HQ0278  HISTORY     - 1952     MONUMENTED       CGS
 HQ0278
 HQ0278                          STATION DESCRIPTION
 HQ0278
 HQ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0278'3 MI SE FROM MELLAN.
 HQ0278'3.0 MILES SOUTHEAST ALONG A DIRT ROAD FROM A LARGE GRANITE
 HQ0278'KNOLL AT MELLAN, 53 FEET NORTHEAST OF THE CENTER LINE OF THE
 HQ0278'ROAD, 3.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 HQ0278'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0554 ***********************************************************************
 HQ0554  DESIGNATION -  D 338
 HQ0554  PID         -  HQ0554
 HQ0554  STATE/COUNTY-  NV/NYE
 HQ0554  USGS QUAD   -  RHYOLITE KNOB (1987)
 HQ0554
 HQ0554                         *CURRENT SURVEY CONTROL
 HQ0554  ___________________________________________________________________
 HQ0554* NAD 83(1986)-  37 41 52.     (N)    116 10 10.     (W)     SCALED    
 HQ0554* NAVD 88     -      1754.504  (meters)    5756.24   (feet)  ADJUSTED  
 HQ0554  ___________________________________________________________________
 HQ0554  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 HQ0554  DYNAMIC HT  -        1752.475 (meters)    5749.58  (feet)  COMP
 HQ0554  MODELED GRAV-     979,411.7   (mgal)                       NAVD 88
 HQ0554
 HQ0554  VERT ORDER  -  SECOND    CLASS 0
 HQ0554
 HQ0554.The horizontal coordinates were scaled from a topographic map and have
 HQ0554.an estimated accuracy of +/- 6 seconds.
 HQ0554
 HQ0554.The orthometric height was determined by differential leveling
 HQ0554.and adjusted by the National Geodetic Survey in June 1991..
 HQ0554
 HQ0554.The geoid height was determined by GEOID03.
 HQ0554
 HQ0554.The dynamic height is computed by dividing the NAVD 88
 HQ0554.geopotential number by the normal gravity value computed on the
 HQ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0554.degrees latitude (g = 980.6199 gals.).
 HQ0554
 HQ0554.The modeled gravity was interpolated from observed gravity values.
 HQ0554
 HQ0554;                    North         East    Units  Estimated Accuracy
 HQ0554;SPC NV C     - 6,327,180.      543,850.      MT  (+/- 180 meters Scaled)
 HQ0554
 HQ0554                          SUPERSEDED SURVEY CONTROL
 HQ0554
 HQ0554  NGVD 29 (??/??/92) 1753.37   (m)         5752.5    (f) COMPUTED    2 0
 HQ0554
 HQ0554.Superseded values are not recommended for survey control.
 HQ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0554.See file dsdata.txt to determine how the superseded data were derived.
 HQ0554
 HQ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB732726(NAD 83)
 HQ0554_MARKER: DB = BENCH MARK DISK
 HQ0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0554_STAMPING: D 338 1952
 HQ0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0554+STABILITY: SURFACE MOTION
 HQ0554
 HQ0554  HISTORY     - Date     Condition        Report By
 HQ0554  HISTORY     - 1952     MONUMENTED       CGS
 HQ0554
 HQ0554                          STATION DESCRIPTION
 HQ0554
 HQ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0554'4.4 MI SW FROM REED.
 HQ0554'4.4 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0554'AT REED, 53 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2
 HQ0554'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0554'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1235 ***********************************************************************
 KR1235  DESIGNATION -  D 339
 KR1235  PID         -  KR1235
 KR1235  STATE/COUNTY-  NV/WASHOE
 KR1235  USGS QUAD   -  PATRICK (1980)
 KR1235
 KR1235                         *CURRENT SURVEY CONTROL
 KR1235  ___________________________________________________________________
 KR1235* NAD 83(1986)-  39 31 14.     (N)    119 37 10.     (W)     SCALED    
 KR1235* NAVD 88     -      1334.772  (meters)    4379.16   (feet)  ADJUSTED  
 KR1235  ___________________________________________________________________
 KR1235  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KR1235  DYNAMIC HT  -        1333.569 (meters)    4375.22  (feet)  COMP
 KR1235  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 KR1235
 KR1235  VERT ORDER  -  FIRST     CLASS I
 KR1235
 KR1235.The horizontal coordinates were scaled from a topographic map and have
 KR1235.an estimated accuracy of +/- 6 seconds.
 KR1235
 KR1235.The orthometric height was determined by differential leveling
 KR1235.and adjusted by the National Geodetic Survey in June 1991..
 KR1235
 KR1235.The geoid height was determined by GEOID03.
 KR1235
 KR1235.The dynamic height is computed by dividing the NAVD 88
 KR1235.geopotential number by the normal gravity value computed on the
 KR1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1235.degrees latitude (g = 980.6199 gals.).
 KR1235
 KR1235.The modeled gravity was interpolated from observed gravity values.
 KR1235
 KR1235;                    North         East    Units  Estimated Accuracy
 KR1235;SPC NV W     - 4,529,900.      710,920.      MT  (+/- 180 meters Scaled)
 KR1235
 KR1235                          SUPERSEDED SURVEY CONTROL
 KR1235
 KR1235  NGVD 29 (??/??/92) 1333.715  (m)         4375.70   (f) ADJ UNCH    1 1
 KR1235
 KR1235.Superseded values are not recommended for survey control.
 KR1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1235.See file dsdata.txt to determine how the superseded data were derived.
 KR1235
 KR1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD748778(NAD 83)
 KR1235_MARKER: DB = BENCH MARK DISK
 KR1235_SETTING: 80 = SET IN A BOULDER
 KR1235_STAMPING: D 339 1953
 KR1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1235+STABILITY: SURFACE MOTION
 KR1235
 KR1235  HISTORY     - Date     Condition        Report By
 KR1235  HISTORY     - 1953     MONUMENTED       CGS
 KR1235  HISTORY     - 1969     GOOD             NGS
 KR1235
 KR1235                          STATION DESCRIPTION
 KR1235
 KR1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1235'7.05 MI E FROM SPARKS.
 KR1235'7.05 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1235'MCCARRAN BOULEVARD OVERPASS AT SPARKS, 4 POLES NORTHEAST OF SEMAPHORE
 KR1235'D AND A MOTOR CAR SET-OFF, AT A POINT WHERE A RAILROAD MAINTENANCE
 KR1235'ROAD JUNCTIONS WITH THE TRACK, IN THE TOP OF A 4- BY 6-FOOT BOULDER
 KR1235'PROJECTING ABOUT 2 FEET ABOVE THE GROUND, 49.4 FEET NORTHWEST OF THE
 KR1235'NORTHWEST RAIL, 150 FEET NORTHEAST OF THE NORTHEAST END OF A FILL, 50
 KR1235'FEET WEST OF THE CENTER OF THE CROSSING OF THE RAILROAD MAINTENANCE
 KR1235'ROAD, 36 FEET SOUTHWEST OF THE FOURTH POLE NORTHEAST OF THE SEMAPHORE,
 KR1235'AND ABOUT 15 FEET HIGHER THAN THE TRACK.  SEC 15, T 19N, R 21E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0006 ***********************************************************************
 JQ0006  DESIGNATION -  D 34
 JQ0006  PID         -  JQ0006
 JQ0006  STATE/COUNTY-  NV/NYE
 JQ0006  USGS QUAD   -  LUNAR CRATER (1967)
 JQ0006
 JQ0006                         *CURRENT SURVEY CONTROL
 JQ0006  ___________________________________________________________________
 JQ0006* NAD 83(1986)-  38 27 45.     (N)    116 00 43.     (W)     SCALED    
 JQ0006* NAVD 88     -      1760.778  (meters)    5776.82   (feet)  ADJUSTED  
 JQ0006  ___________________________________________________________________
 JQ0006  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 JQ0006  DYNAMIC HT  -        1758.845 (meters)    5770.48  (feet)  COMP
 JQ0006  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 JQ0006
 JQ0006  VERT ORDER  -  FIRST     CLASS II
 JQ0006
 JQ0006.The horizontal coordinates were scaled from a topographic map and have
 JQ0006.an estimated accuracy of +/- 6 seconds.
 JQ0006
 JQ0006.The orthometric height was determined by differential leveling
 JQ0006.and adjusted by the National Geodetic Survey in June 1991..
 JQ0006
 JQ0006.The geoid height was determined by GEOID03.
 JQ0006
 JQ0006.The dynamic height is computed by dividing the NAVD 88
 JQ0006.geopotential number by the normal gravity value computed on the
 JQ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0006.degrees latitude (g = 980.6199 gals.).
 JQ0006
 JQ0006.The modeled gravity was interpolated from observed gravity values.
 JQ0006
 JQ0006;                    North         East    Units  Estimated Accuracy
 JQ0006;SPC NV C     - 6,412,140.      557,140.      MT  (+/- 180 meters Scaled)
 JQ0006
 JQ0006                          SUPERSEDED SURVEY CONTROL
 JQ0006
 JQ0006  NGVD 29 (??/??/92) 1759.604  (m)         5772.97   (f) ADJ UNCH    1 2
 JQ0006
 JQ0006.Superseded values are not recommended for survey control.
 JQ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0006.See file dsdata.txt to determine how the superseded data were derived.
 JQ0006
 JQ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC862575(NAD 83)
 JQ0006_MARKER: DB = BENCH MARK DISK
 JQ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0006_STAMPING: 5772.967 D34 1933
 JQ0006_MARK LOGO: CGS   
 JQ0006_PROJECTION: PROJECTING 30 CENTIMETERS
 JQ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0006+STABILITY: SURFACE MOTION
 JQ0006
 JQ0006  HISTORY     - Date     Condition        Report By
 JQ0006  HISTORY     - 1933     MONUMENTED       CGS
 JQ0006  HISTORY     - 1968     GOOD             USGS
 JQ0006  HISTORY     - 1984     GOOD             NGS
 JQ0006
 JQ0006                          STATION DESCRIPTION
 JQ0006
 JQ0006'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JQ0006'30.7 MI NE FROM WARM SPRINGS.
 JQ0006'ABOUT 30.7 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM WARM SPRINGS,
 JQ0006'ABOUT 7.5 MILES EAST OF THE TOP OF SANDY SUMMIT, 2,400 FEET SOUTHEAST
 JQ0006'OF A GRAVEL PIT AND 330 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. A
 JQ0006'STANDARD DISK, STAMPED 5772.967 D34 1933 AND SET IN THE TOP OF A
 JQ0006'CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 JQ0006
 JQ0006                          STATION RECOVERY (1984)
 JQ0006
 JQ0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0006'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0006'49.05 KM (30.65 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION
 JQ0006'WITH STATE HIGHWAY 375 AT WARM SPRINGS, 101.2 METERS (332 FT)
 JQ0006'SOUTHEAST OF THE HIGHWAY CENTERLINE AND 16.4 METERS (54 FT) NORTHWEST
 JQ0006'OF THE CENTER OF THE OLD HIGHWAY.
 JQ0006'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 JQ0006'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0578 ***********************************************************************
 KR0578  DESIGNATION -  D 340
 KR0578  PID         -  KR0578
 KR0578  STATE/COUNTY-  NV/LYON
 KR0578  USGS QUAD   -  FERNLEY EAST (1985)
 KR0578
 KR0578                         *CURRENT SURVEY CONTROL
 KR0578  ___________________________________________________________________
 KR0578* NAD 83(1986)-  39 35 53.     (N)    119 10 16.     (W)     SCALED    
 KR0578* NAVD 88     -      1243.198  (meters)    4078.73   (feet)  ADJUSTED  
 KR0578  ___________________________________________________________________
 KR0578  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 KR0578  DYNAMIC HT  -        1242.125 (meters)    4075.21  (feet)  COMP
 KR0578  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 KR0578
 KR0578  VERT ORDER  -  FIRST     CLASS II
 KR0578
 KR0578.The horizontal coordinates were scaled from a topographic map and have
 KR0578.an estimated accuracy of +/- 6 seconds.
 KR0578
 KR0578.The orthometric height was determined by differential leveling
 KR0578.and adjusted by the National Geodetic Survey in June 1991..
 KR0578
 KR0578.The geoid height was determined by GEOID03.
 KR0578
 KR0578.The dynamic height is computed by dividing the NAVD 88
 KR0578.geopotential number by the normal gravity value computed on the
 KR0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0578.degrees latitude (g = 980.6199 gals.).
 KR0578
 KR0578.The modeled gravity was interpolated from observed gravity values.
 KR0578
 KR0578;                    North         East    Units  Estimated Accuracy
 KR0578;SPC NV W     - 4,538,150.      749,520.      MT  (+/- 180 meters Scaled)
 KR0578
 KR0578                          SUPERSEDED SURVEY CONTROL
 KR0578
 KR0578  NGVD 29 (??/??/92) 1242.236  (m)         4075.57   (f) ADJ UNCH    1 2
 KR0578
 KR0578.Superseded values are not recommended for survey control.
 KR0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0578.See file dsdata.txt to determine how the superseded data were derived.
 KR0578
 KR0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD135853(NAD 83)
 KR0578_MARKER: DB = BENCH MARK DISK
 KR0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0578_STAMPING: D 340 1953
 KR0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0578+STABILITY: SURFACE MOTION
 KR0578
 KR0578  HISTORY     - Date     Condition        Report By
 KR0578  HISTORY     - 1953     MONUMENTED       CGS
 KR0578  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0578
 KR0578                          STATION DESCRIPTION
 KR0578
 KR0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0578'4.4 MI E FROM FERNLEY.
 KR0578'4.4 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0578'STATION AT FERNLEY, AT ARGO SIDING, ABOUT 0.15 MILE EAST OF THE
 KR0578'SIGNBOARD, 66.2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SIDE TRACK,
 KR0578'62.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE FOR A
 KR0578'DISPATCHERS TELEPHONE, 5.9 FEET WEST OF THE WEST END OF A STEEL GATE
 KR0578'IN A FENCE, 2.2 FEET NORTH OF A FENCE, 2.1 FEET EAST OF A WITNESS
 KR0578'POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 KR0578'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KR0578
 KR0578                          STATION RECOVERY (1986)
 KR0578
 KR0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0578'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0433 ***********************************************************************
 KR0433  DESIGNATION -  D 341
 KR0433  PID         -  KR0433
 KR0433  STATE/COUNTY-  NV/CHURCHILL
 KR0433  USGS QUAD   -  PARRAN (1986)
 KR0433
 KR0433                         *CURRENT SURVEY CONTROL
 KR0433  ___________________________________________________________________
 KR0433* NAD 83(1986)-  39 45 44.     (N)    118 46 14.     (W)     SCALED    
 KR0433* NAVD 88     -      1185.81   (+/-2cm)    3890.4    (feet)  VERTCON   
 KR0433  ___________________________________________________________________
 KR0433  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 KR0433
 KR0433  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0433
 KR0433.The horizontal coordinates were scaled from a topographic map and have
 KR0433.an estimated accuracy of +/- 6 seconds.
 KR0433
 KR0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0433.The vertical order pertains to the NGVD 29 superseded value.
 KR0433
 KR0433.The geoid height was determined by GEOID03.
 KR0433
 KR0433;                    North         East    Units  Estimated Accuracy
 KR0433;SPC NV W     - 4,556,230.      783,960.      MT  (+/- 180 meters Scaled)
 KR0433
 KR0433                          SUPERSEDED SURVEY CONTROL
 KR0433
 KR0433  NGVD 29 (??/??/92) 1184.891  (m)         3887.43   (f) ADJ UNCH    1 2
 KR0433
 KR0433.Superseded values are not recommended for survey control.
 KR0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0433.See file dsdata.txt to determine how the superseded data were derived.
 KR0433
 KR0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE483028(NAD 83)
 KR0433_MARKER: DB = BENCH MARK DISK
 KR0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0433_STAMPING: D 341 1953
 KR0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0433+STABILITY: SURFACE MOTION
 KR0433
 KR0433  HISTORY     - Date     Condition        Report By
 KR0433  HISTORY     - 1953     MONUMENTED       CGS
 KR0433
 KR0433                          STATION DESCRIPTION
 KR0433
 KR0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0433'2.9 MI S FROM PARRAN.
 KR0433'2.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0433'WATER TANK AT PARRAN, 152 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM
 KR0433'MILEPOLE 309, 11 RAILS SOUTH OF AN ELECTRIC SIGNAL CONTROL, 62 FEET
 KR0433'NORTH OF A TELEPHONE POLE, 48.2 FEET EAST OF THE EAST RAIL, 2.9 FEET
 KR0433'SOUTH OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN
 KR0433'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0131 ***********************************************************************
 LS0131  DESIGNATION -  D 342
 LS0131  PID         -  LS0131
 LS0131  STATE/COUNTY-  NV/PERSHING
 LS0131  USGS QUAD   -  OREANA (1987)
 LS0131
 LS0131                         *CURRENT SURVEY CONTROL
 LS0131  ___________________________________________________________________
 LS0131* NAD 83(1986)-  40 22 26.     (N)    118 18 21.     (W)     SCALED    
 LS0131* NAVD 88     -      1285.023  (meters)    4215.95   (feet)  ADJUSTED  
 LS0131  ___________________________________________________________________
 LS0131  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 LS0131  DYNAMIC HT  -        1283.976 (meters)    4212.51  (feet)  COMP
 LS0131  MODELED GRAV-     979,765.9   (mgal)                       NAVD 88
 LS0131
 LS0131  VERT ORDER  -  FIRST     CLASS II
 LS0131
 LS0131.The horizontal coordinates were scaled from a topographic map and have
 LS0131.an estimated accuracy of +/- 6 seconds.
 LS0131
 LS0131.The orthometric height was determined by differential leveling
 LS0131.and adjusted by the National Geodetic Survey in June 1991..
 LS0131
 LS0131.The geoid height was determined by GEOID03.
 LS0131
 LS0131.The dynamic height is computed by dividing the NAVD 88
 LS0131.geopotential number by the normal gravity value computed on the
 LS0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0131.degrees latitude (g = 980.6199 gals.).
 LS0131
 LS0131.The modeled gravity was interpolated from observed gravity values.
 LS0131
 LS0131;                    North         East    Units  Estimated Accuracy
 LS0131;SPC NV W     - 4,624,160.      823,570.      MT  (+/- 180 meters Scaled)
 LS0131
 LS0131                          SUPERSEDED SURVEY CONTROL
 LS0131
 LS0131  NGVD 29 (??/??/92) 1284.012  (m)         4212.63   (f) ADJ UNCH    1 2
 LS0131
 LS0131.Superseded values are not recommended for survey control.
 LS0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0131.See file dsdata.txt to determine how the superseded data were derived.
 LS0131
 LS0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE891700(NAD 83)
 LS0131_MARKER: DB = BENCH MARK DISK
 LS0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0131_SP_SET: CONCRETE POST
 LS0131_STAMPING: D 342 1953
 LS0131_MARK LOGO: CGS   
 LS0131_PROJECTION: PROJECTING 5 CENTIMETERS
 LS0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0131+STABILITY: SURFACE MOTION
 LS0131
 LS0131  HISTORY     - Date     Condition        Report By
 LS0131  HISTORY     - 1953     MONUMENTED       CGS
 LS0131  HISTORY     - 1957     GOOD             NGS
 LS0131  HISTORY     - 1986     GOOD             NGS
 LS0131
 LS0131                          STATION DESCRIPTION
 LS0131
 LS0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0131'2.8 MI N FROM OREANA.
 LS0131'2.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0131'SIDING SIGN AT OREANA, 260 1/2 FEET EAST OF AND DIRECTLY ACROSS THE
 LS0131'TRACK FROM THE 6TH. POLE SOUTH OF MILEPOLE 261, 189 1/2 FEET SOUTHEAST
 LS0131'OF A POWER LINE POLE WITH A GUY WIRE, 153.7 FEET EAST OF THE EAST RAIL
 LS0131'OF THE MAIN TRACK, 1.9 FEET WEST OF A FENCE, 2.3 FEET NORTH OF A
 LS0131'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 LS0131'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LS0131
 LS0131                          STATION RECOVERY (1957)
 LS0131
 LS0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0131'RECOVERED IN GOOD CONDITION.
 LS0131
 LS0131                          STATION RECOVERY (1986)
 LS0131
 LS0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0131'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.6 KM (2.9
 LS0131'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 119) IN
 LS0131'OREANA, 0.47 KM (0.29 MI) SOUTH OF MILEPOST 123, 41.5 METERS (136 FT)
 LS0131'WEST OF THE CENTERLINE OF THE WESTBOUND LANES, 46.8 METERS (153.5)
 LS0131'EAST OF THE EAST RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD,
 LS0131'0.6 METERS (2.0 FT) WEST OF A FENCE.
 LS0131'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LS0131'THE MARK IS ABOVE LEVEL WITH THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0024 ***********************************************************************
 LS0024  DESIGNATION -  D 343
 LS0024  PID         -  LS0024
 LS0024  STATE/COUNTY-  NV/PERSHING
 LS0024  USGS QUAD   -  MILL CITY (1987)
 LS0024
 LS0024                         *CURRENT SURVEY CONTROL
 LS0024  ___________________________________________________________________
 LS0024* NAD 83(1986)-  40 40 42.     (N)    118 04 57.     (W)     SCALED    
 LS0024* NAVD 88     -      1283.702  (meters)    4211.61   (feet)  ADJUSTED  
 LS0024  ___________________________________________________________________
 LS0024  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 LS0024  DYNAMIC HT  -        1282.708 (meters)    4208.35  (feet)  COMP
 LS0024  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 LS0024
 LS0024  VERT ORDER  -  FIRST     CLASS II
 LS0024
 LS0024.The horizontal coordinates were scaled from a topographic map and have
 LS0024.an estimated accuracy of +/- 6 seconds.
 LS0024
 LS0024.The orthometric height was determined by differential leveling
 LS0024.and adjusted by the National Geodetic Survey in June 1991..
 LS0024
 LS0024.The geoid height was determined by GEOID03.
 LS0024
 LS0024.The dynamic height is computed by dividing the NAVD 88
 LS0024.geopotential number by the normal gravity value computed on the
 LS0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0024.degrees latitude (g = 980.6199 gals.).
 LS0024
 LS0024.The modeled gravity was interpolated from observed gravity values.
 LS0024
 LS0024;                    North         East    Units  Estimated Accuracy
 LS0024;SPC NV W     - 4,658,050.      842,340.      MT  (+/- 180 meters Scaled)
 LS0024
 LS0024                          SUPERSEDED SURVEY CONTROL
 LS0024
 LS0024  NGVD 29 (??/??/92) 1282.71   (m)         4208.4    (f) COMPUTED    1 2
 LS0024
 LS0024.Superseded values are not recommended for survey control.
 LS0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0024.See file dsdata.txt to determine how the superseded data were derived.
 LS0024
 LS0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF085036(NAD 83)
 LS0024_MARKER: DB = BENCH MARK DISK
 LS0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0024_STAMPING: D 343 1953
 LS0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0024+STABILITY: SURFACE MOTION
 LS0024
 LS0024  HISTORY     - Date     Condition        Report By
 LS0024  HISTORY     - 1953     MONUMENTED       CGS
 LS0024
 LS0024                          STATION DESCRIPTION
 LS0024
 LS0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0024'0.9 MI W FROM MILL CITY.
 LS0024'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0024'STATION AT MILL CITY, 257 FEET SOUTH OF AND ACROSS THE TRACKS FROM
 LS0024'MILEPOLE 388, 175.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LS0024'CONCRETE BASE OF SEMAPHORE 3880, 151.0 FEET SOUTH OF THE SOUTH RAIL,
 LS0024'2.2 FEET NORTH OF A FENCE, 2.1 FEET EAST OF A WITNESS POST, ABOUT 2
 LS0024'FEET LOWER THAN THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 LS0024'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0524 ***********************************************************************
 LR0524  DESIGNATION -  D 344
 LR0524  PID         -  LR0524
 LR0524  STATE/COUNTY-  NV/HUMBOLDT
 LR0524  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0524
 LR0524                         *CURRENT SURVEY CONTROL
 LR0524  ___________________________________________________________________
 LR0524* NAD 83(1986)-  40 54 17.     (N)    117 48 04.     (W)     SCALED    
 LR0524* NAVD 88     -      1311.140  (meters)    4301.63   (feet)  POSTED    
 LR0524  ___________________________________________________________________
 LR0524  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 LR0524  DYNAMIC HT  -        1310.130 (meters)    4298.32  (feet)  COMP
 LR0524  MODELED GRAV-     979,811.3   (mgal)                       NAVD 88
 LR0524
 LR0524  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LR0524
 LR0524.This mark is at Winnemucca Airport (WMC)
 LR0524
 LR0524.The horizontal coordinates were scaled from a topographic map and have
 LR0524.an estimated accuracy of +/- 6 seconds.
 LR0524
 LR0524.The orthometric height was determined by differential leveling
 LR0524.and adjusted by the National Geodetic Survey in 1992..
 LR0524.No vertical observational check was made to the station.
 LR0524.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LR0524.was located on a no-check spur therefore a value was not computed.
 LR0524
 LR0524.The geoid height was determined by GEOID03.
 LR0524
 LR0524.The dynamic height is computed by dividing the NAVD 88
 LR0524.geopotential number by the normal gravity value computed on the
 LR0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0524.degrees latitude (g = 980.6199 gals.).
 LR0524
 LR0524.The modeled gravity was interpolated from observed gravity values.
 LR0524
 LR0524;                    North         East    Units  Estimated Accuracy
 LR0524;SPC NV W     - 4,683,360.      865,900.      MT  (+/- 180 meters Scaled)
 LR0524
 LR0524                          SUPERSEDED SURVEY CONTROL
 LR0524
 LR0524  NGVD 29 (??/??/92) 1310.099  (m)         4298.22   (f) ADJ UNCH    1 2
 LR0524
 LR0524.Superseded values are not recommended for survey control.
 LR0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0524.See file dsdata.txt to determine how the superseded data were derived.
 LR0524
 LR0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF325284(NAD 83)
 LR0524_MARKER: DB = BENCH MARK DISK
 LR0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0524_STAMPING: D 344 1953
 LR0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0524+STABILITY: SURFACE MOTION
 LR0524
 LR0524  HISTORY     - Date     Condition        Report By
 LR0524  HISTORY     - 1953     MONUMENTED       CGS
 LR0524
 LR0524                          STATION DESCRIPTION
 LR0524
 LR0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0524'5.6 MI E FROM ROSE CREEK.
 LR0524'4.7 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0524'THE SIDING SIGN AT ROSE CREEK, THENCE 0.9 MILE SOUTHEAST ALONG A
 LR0524'GRAVELED ROAD, AT WINNEMUCCA AIRPORT, UNDER THE BEACON TOWER, 418.2
 LR0524'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE ADMINISTRATION BUILDING
 LR0524'AND WEATHER OFFICE, 6.1 FEET SOUTHEAST OF THE NORTHWEST LEG OF THE
 LR0524'TOWER, 6.5 FEET NORTHEAST OF THE SOUTHWEST LEG, AND SET IN THE TOP OF
 LR0524'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0279 ***********************************************************************
 LR0279  DESIGNATION -  D 345
 LR0279  PID         -  LR0279
 LR0279  STATE/COUNTY-  NV/HUMBOLDT
 LR0279  USGS QUAD   -  GOLCONDA (1981)
 LR0279
 LR0279                         *CURRENT SURVEY CONTROL
 LR0279  ___________________________________________________________________
 LR0279* NAD 83(1986)-  40 57 29.     (N)    117 26 24.     (W)     SCALED    
 LR0279* NAVD 88     -      1327.694  (meters)    4355.94   (feet)  ADJUSTED  
 LR0279  ___________________________________________________________________
 LR0279  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 LR0279  DYNAMIC HT  -        1326.704 (meters)    4352.69  (feet)  COMP
 LR0279  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 LR0279
 LR0279  VERT ORDER  -  FIRST     CLASS II
 LR0279
 LR0279.The horizontal coordinates were scaled from a topographic map and have
 LR0279.an estimated accuracy of +/- 6 seconds.
 LR0279
 LR0279.The orthometric height was determined by differential leveling
 LR0279.and adjusted by the National Geodetic Survey in June 1991..
 LR0279
 LR0279.The geoid height was determined by GEOID03.
 LR0279
 LR0279.The dynamic height is computed by dividing the NAVD 88
 LR0279.geopotential number by the normal gravity value computed on the
 LR0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0279.degrees latitude (g = 980.6199 gals.).
 LR0279
 LR0279.The modeled gravity was interpolated from observed gravity values.
 LR0279
 LR0279;                    North         East    Units  Estimated Accuracy
 LR0279;SPC NV W     - 4,689,620.      896,250.      MT  (+/- 180 meters Scaled)
 LR0279
 LR0279                          SUPERSEDED SURVEY CONTROL
 LR0279
 LR0279  NGVD 29 (??/??/92) 1326.68   (m)         4352.6    (f) COMPUTED    1 2
 LR0279
 LR0279.Superseded values are not recommended for survey control.
 LR0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0279.See file dsdata.txt to determine how the superseded data were derived.
 LR0279
 LR0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF629341(NAD 83)
 LR0279_MARKER: DB = BENCH MARK DISK
 LR0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0279_SP_SET: ABUTMENT
 LR0279_STAMPING: D 345 1953
 LR0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0279
 LR0279  HISTORY     - Date     Condition        Report By
 LR0279  HISTORY     - 1953     MONUMENTED       CGS
 LR0279
 LR0279                          STATION DESCRIPTION
 LR0279
 LR0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0279'2.6 MI E FROM GOLCONDA.
 LR0279'2.6 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0279'STATION AT GOLCONDA, AT WOODEN BRIDGE 436.58, IN THE TOP OF THE SOUTH
 LR0279'END OF THE WEST CONCRETE ABUTMENT, 8.1 FEET SOUTH OF THE SOUTH RAIL,
 LR0279'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0309 ***********************************************************************
 LR0309  DESIGNATION -  D 346
 LR0309  PID         -  LR0309
 LR0309  STATE/COUNTY-  NV/HUMBOLDT
 LR0309  USGS QUAD   -  ELLISON (1981)
 LR0309
 LR0309                         *CURRENT SURVEY CONTROL
 LR0309  ___________________________________________________________________
 LR0309* NAD 83(1986)-  40 45 56.     (N)    117 05 27.     (W)     SCALED    
 LR0309* NAVD 88     -      1374.451  (meters)    4509.34   (feet)  ADJUSTED  
 LR0309  ___________________________________________________________________
 LR0309  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 LR0309  DYNAMIC HT  -        1373.380 (meters)    4505.83  (feet)  COMP
 LR0309  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 LR0309
 LR0309  VERT ORDER  -  FIRST     CLASS II
 LR0309
 LR0309.The horizontal coordinates were scaled from a topographic map and have
 LR0309.an estimated accuracy of +/- 6 seconds.
 LR0309
 LR0309.The orthometric height was determined by differential leveling
 LR0309.and adjusted by the National Geodetic Survey in June 1991..
 LR0309
 LR0309.The geoid height was determined by GEOID03.
 LR0309
 LR0309.The dynamic height is computed by dividing the NAVD 88
 LR0309.geopotential number by the normal gravity value computed on the
 LR0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0309.degrees latitude (g = 980.6199 gals.).
 LR0309
 LR0309.The modeled gravity was interpolated from observed gravity values.
 LR0309
 LR0309;                    North         East    Units  Estimated Accuracy
 LR0309;SPC NV W     - 4,668,690.      926,010.      MT  (+/- 180 meters Scaled)
 LR0309
 LR0309                          SUPERSEDED SURVEY CONTROL
 LR0309
 LR0309.No superseded survey control is available for this station.
 LR0309
 LR0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF923127(NAD 83)
 LR0309_MARKER: DB = BENCH MARK DISK
 LR0309_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LR0309_STAMPING: D 346 1953
 LR0309_MARK LOGO: CGS   
 LR0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0309+STABILITY: SURFACE MOTION
 LR0309
 LR0309  HISTORY     - Date     Condition        Report By
 LR0309  HISTORY     - 1953     MONUMENTED       CGS
 LR0309  HISTORY     - 1984     GOOD             NGS
 LR0309
 LR0309                          STATION DESCRIPTION
 LR0309
 LR0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0309'2.7 MI SE FROM VALMY.
 LR0309'2.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0309'THE WATER TANK AT VALMY, 6-1/3 RAILS SOUTHEAST OF MILEPOLE 464, AT
 LR0309'WOODEN BRIDGE 464.04, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 LR0309'CONCRETE ABUTMENT, 6.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT
 LR0309'2 1/2 FEET LOWER THAN THE TOP OF THE RAIL.
 LR0309
 LR0309                          STATION RECOVERY (1984)
 LR0309
 LR0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0309'RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE EXCEPT
 LR0309'ADD ALSO--19.1 KM (11.9 MI) NORTHWEST OF THE STATION AT BATTLE
 LR0309'MOUNTAIN.
 LR0309'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0220 ***********************************************************************
 MT0220  DESIGNATION -  D 347
 MT0220  PID         -  MT0220
 MT0220  STATE/COUNTY-  NV/ELKO
 MT0220  USGS QUAD   -  PEQUOP (1980)
 MT0220
 MT0220                         *CURRENT SURVEY CONTROL
 MT0220  ___________________________________________________________________
 MT0220* NAD 83(1986)-  41 12 19.     (N)    114 37 05.     (W)     SCALED    
 MT0220* NAVD 88     -      1876.985  (meters)    6158.07   (feet)  ADJUSTED  
 MT0220  ___________________________________________________________________
 MT0220  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 MT0220  DYNAMIC HT  -        1875.399 (meters)    6152.87  (feet)  COMP
 MT0220  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 MT0220
 MT0220  VERT ORDER  -  FIRST     CLASS II
 MT0220
 MT0220.The horizontal coordinates were scaled from a topographic map and have
 MT0220.an estimated accuracy of +/- 6 seconds.
 MT0220
 MT0220.The orthometric height was determined by differential leveling
 MT0220.and adjusted by the National Geodetic Survey in June 1991..
 MT0220
 MT0220.The geoid height was determined by GEOID03.
 MT0220
 MT0220.The dynamic height is computed by dividing the NAVD 88
 MT0220.geopotential number by the normal gravity value computed on the
 MT0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0220.degrees latitude (g = 980.6199 gals.).
 MT0220
 MT0220.The modeled gravity was interpolated from observed gravity values.
 MT0220
 MT0220;                    North         East    Units  Estimated Accuracy
 MT0220;SPC NV E     - 8,716,890.      280,950.      MT  (+/- 180 meters Scaled)
 MT0220
 MT0220                          SUPERSEDED SURVEY CONTROL
 MT0220
 MT0220  NGVD 29 (??/??/92) 1875.806  (m)         6154.21   (f) ADJ UNCH    1 2
 MT0220
 MT0220.Superseded values are not recommended for survey control.
 MT0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0220.See file dsdata.txt to determine how the superseded data were derived.
 MT0220
 MT0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF997642(NAD 83)
 MT0220_MARKER: DB = BENCH MARK DISK
 MT0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0220_STAMPING: D 347 1953
 MT0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0220+STABILITY: SURFACE MOTION
 MT0220
 MT0220  HISTORY     - Date     Condition        Report By
 MT0220  HISTORY     - 1953     MONUMENTED       CGS
 MT0220
 MT0220                          STATION DESCRIPTION
 MT0220
 MT0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0220'2.3 MI E FROM FENELON.
 MT0220'2.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 MT0220'STATION AT FENELON, 254 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM
 MT0220'THE SECOND POLE SOUTHEAST OF MILEPOLE 630, 198.5 FEET SOUTHWEST OF THE
 MT0220'SOUTHWEST RAIL, 1.3 FEET NORTHEAST OF A FENCE, 2.1 FEET NORTHWEST OF A
 MT0220'WITNESS POST, ABOUT 14 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP
 MT0220'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0123 ***********************************************************************
 MT0123  DESIGNATION -  D 348
 MT0123  PID         -  MT0123
 MT0123  STATE/COUNTY-  NV/ELKO
 MT0123  USGS QUAD   -  PILOT PEAK NW (1982)
 MT0123
 MT0123                         *CURRENT SURVEY CONTROL
 MT0123  ___________________________________________________________________
 MT0123* NAD 83(1986)-  41 14 12.     (N)    114 14 18.     (W)     SCALED    
 MT0123* NAVD 88     -      1527.676  (meters)    5012.05   (feet)  ADJUSTED  
 MT0123  ___________________________________________________________________
 MT0123  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 MT0123  DYNAMIC HT  -        1526.475 (meters)    5008.11  (feet)  COMP
 MT0123  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 MT0123
 MT0123  VERT ORDER  -  FIRST     CLASS II
 MT0123
 MT0123.The horizontal coordinates were scaled from a topographic map and have
 MT0123.an estimated accuracy of +/- 6 seconds.
 MT0123
 MT0123.The orthometric height was determined by differential leveling
 MT0123.and adjusted by the National Geodetic Survey in June 1991..
 MT0123
 MT0123.The geoid height was determined by GEOID03.
 MT0123
 MT0123.The dynamic height is computed by dividing the NAVD 88
 MT0123.geopotential number by the normal gravity value computed on the
 MT0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0123.degrees latitude (g = 980.6199 gals.).
 MT0123
 MT0123.The modeled gravity was interpolated from observed gravity values.
 MT0123
 MT0123;                    North         East    Units  Estimated Accuracy
 MT0123;SPC NV E     - 8,720,800.      312,750.      MT  (+/- 180 meters Scaled)
 MT0123
 MT0123                          SUPERSEDED SURVEY CONTROL
 MT0123
 MT0123  NGVD 29 (??/??/92) 1526.564  (m)         5008.40   (f) ADJ UNCH    1 2
 MT0123
 MT0123.Superseded values are not recommended for survey control.
 MT0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0123.See file dsdata.txt to determine how the superseded data were derived.
 MT0123
 MT0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF314687(NAD 83)
 MT0123_MARKER: DB = BENCH MARK DISK
 MT0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0123_STAMPING: D 348 1953
 MT0123_MARK LOGO: CGS   
 MT0123_PROJECTION: PROJECTING 15 CENTIMETERS
 MT0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0123+STABILITY: SURFACE MOTION
 MT0123
 MT0123  HISTORY     - Date     Condition        Report By
 MT0123  HISTORY     - 1953     MONUMENTED       CGS
 MT0123  HISTORY     - 1984     GOOD             NGS
 MT0123
 MT0123                          STATION DESCRIPTION
 MT0123
 MT0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0123'2.9 MI SW FROM MONTELLO.
 MT0123'2.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0123'THE STATION AT MONTELLO, 274 1/2 FEET SOUTHEAST OF AND ACROSS THE
 MT0123'TRACKS FROM MILEPOLE 659, 187.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 MT0123'OF THE EAST-BOUND TRACK, 2.2 FEET SOUTHEAST OF A FENCE, 2.8 FEET
 MT0123'NORTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND
 MT0123'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 MT0123'GROUND.
 MT0123
 MT0123                          STATION RECOVERY (1984)
 MT0123
 MT0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0123'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.7 KM
 MT0123'(2.95 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MT0123'OFFICE AT MONTELLO, 57.1 METERS (187.5 FT) SOUTHEAST OF THE SOUTHEAST
 MT0123'RAIL, 83.6 METERS (274.5 FT) SOUTHEAST ACROSS THE TRACKS FROM MILEPOLE
 MT0123'659 AND 0.6 METER (2 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 MT0123'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 MT0123'THE MARK IS 1.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0183 ***********************************************************************
 JQ0183  DESIGNATION -  D 349
 JQ0183  PID         -  JQ0183
 JQ0183  STATE/COUNTY-  NV/ESMERALDA
 JQ0183  USGS QUAD   -  LONE MOUNTAIN (1987)
 JQ0183
 JQ0183                         *CURRENT SURVEY CONTROL
 JQ0183  ___________________________________________________________________
 JQ0183* NAD 83(1986)-  38 07 18.     (N)    117 25 01.     (W)     SCALED    
 JQ0183* NAVD 88     -      1507.363  (meters)    4945.41   (feet)  ADJUSTED  
 JQ0183  ___________________________________________________________________
 JQ0183  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 JQ0183  DYNAMIC HT  -        1505.753 (meters)    4940.12  (feet)  COMP
 JQ0183  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 JQ0183
 JQ0183  VERT ORDER  -  FIRST     CLASS II
 JQ0183
 JQ0183.The horizontal coordinates were scaled from a topographic map and have
 JQ0183.an estimated accuracy of +/- 6 seconds.
 JQ0183
 JQ0183.The orthometric height was determined by differential leveling
 JQ0183.and adjusted by the National Geodetic Survey in June 1991..
 JQ0183
 JQ0183.The geoid height was determined by GEOID03.
 JQ0183
 JQ0183.The dynamic height is computed by dividing the NAVD 88
 JQ0183.geopotential number by the normal gravity value computed on the
 JQ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0183.degrees latitude (g = 980.6199 gals.).
 JQ0183
 JQ0183.The modeled gravity was interpolated from observed gravity values.
 JQ0183
 JQ0183;                    North         East    Units  Estimated Accuracy
 JQ0183;SPC NV W     - 4,374,750.      902,270.      MT  (+/- 180 meters Scaled)
 JQ0183
 JQ0183                          SUPERSEDED SURVEY CONTROL
 JQ0183
 JQ0183  NGVD 29 (??/??/92) 1506.258  (m)         4941.78   (f) ADJ UNCH    1 2
 JQ0183
 JQ0183.Superseded values are not recommended for survey control.
 JQ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0183.See file dsdata.txt to determine how the superseded data were derived.
 JQ0183
 JQ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC634193(NAD 83)
 JQ0183_MARKER: DB = BENCH MARK DISK
 JQ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0183_STAMPING: D 349 1953
 JQ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0183+STABILITY: SURFACE MOTION
 JQ0183
 JQ0183  HISTORY     - Date     Condition        Report By
 JQ0183  HISTORY     - 1953     MONUMENTED       CGS
 JQ0183  HISTORY     - 1985     GOOD             USGS
 JQ0183
 JQ0183                          STATION DESCRIPTION
 JQ0183
 JQ0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0183'16.6 MI W FROM TONOPAH.
 JQ0183'2.2 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT TONOPAH,
 JQ0183'THENCE 6.6 MILES SOUTHWEST ALONG THE ABANDONED TONOPAH AND GOLDFIELD
 JQ0183'RAILROAD, THENCE 7.8 MILES NORTHWEST ALONG THE ABANDONED TONOPAH AND
 JQ0183'GOLDFIELD RAILROAD, 1.0 MILE WEST OF MAIN LINE JUNCTION, AT A CUT, 50
 JQ0183'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE RAILROAD BED, 17 FEET
 JQ0183'SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 2.4 FEET EAST OF A
 JQ0183'WITNESS POST, 3 1/2 FEET HIGHER THAN THE RAILROAD BED, AND SET IN THE
 JQ0183'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JQ0183
 JQ0183                          STATION RECOVERY (1985)
 JQ0183
 JQ0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JQ0183'TONOPAH POST OFFICE (MAIN ST. AND BRYAN AVE) 13.7 MILES NORTHWEST OF,
 JQ0183'ALONG U.S. HWY. 6 AND 95 TO X-RDS. OF BLADED ROAD SOUTHWEST (AT
 JQ0183'NORTHWEST END OF 'MILLER 'S REST AREA'), THENCE (LEFT) SOUTHWEST 0.6
 JQ0183'MILE ALONG BLADED ROAD TO ROAD-FORK, THENCE (LEFT) SOUTH 0.1 MILE
 JQ0183'ALONG ROAD TO ROAD FORK AT X-ING OF OLD RAILROAD GRADE, THENCE (LEFT)
 JQ0183'SOUTHEAST 2.25 MILES ALONG ROAD PARALLELING OLD RAILROAD GRADE ON
 JQ0183'NORTH SIDE, 0.5 MILE SOUTHEAST OF RD. -FK., AT A CUT, 0.9 MILE
 JQ0183'NORTHWEST OF C AND GS BENCH MARK U 14, 50.5 FEET NORTHWEST OF
 JQ0183'CENTERLINE OF OLD RAILROAD GRADE. 17 FEET SOUTHEAST OF CENTERLINE
 JQ0183'ROAD. PARALLELING OLD RAILROAD GRADE. 2.4 FEET EAST OF A WHITE WOOD
 JQ0183'WITNESS POST AND 3.5 FEET HIGHER THEN OLD RAILROAD GRADE. A STANDARD
 JQ0183'DISK STAMPED 'D 349 1953' AND SET IN THE TOP OF A CONCRETE POST
 JQ0183'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0271 ***********************************************************************
 JQ0271  DESIGNATION -  D 350
 JQ0271  PID         -  JQ0271
 JQ0271  STATE/COUNTY-  NV/ESMERALDA
 JQ0271  USGS QUAD   -  BLAIR JUNCTION (1968)
 JQ0271
 JQ0271                         *CURRENT SURVEY CONTROL
 JQ0271  ___________________________________________________________________
 JQ0271* NAD 83(1986)-  38 01 11.     (N)    117 51 06.     (W)     SCALED    
 JQ0271* NAVD 88     -      1473.633  (meters)    4834.74   (feet)  ADJUSTED  
 JQ0271  ___________________________________________________________________
 JQ0271  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 JQ0271  DYNAMIC HT  -        1472.066 (meters)    4829.60  (feet)  COMP
 JQ0271  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 JQ0271
 JQ0271  VERT ORDER  -  FIRST     CLASS II
 JQ0271
 JQ0271.The horizontal coordinates were scaled from a topographic map and have
 JQ0271.an estimated accuracy of +/- 6 seconds.
 JQ0271
 JQ0271.The orthometric height was determined by differential leveling
 JQ0271.and adjusted by the National Geodetic Survey in June 1991..
 JQ0271
 JQ0271.The geoid height was determined by GEOID03.
 JQ0271
 JQ0271.The dynamic height is computed by dividing the NAVD 88
 JQ0271.geopotential number by the normal gravity value computed on the
 JQ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0271.degrees latitude (g = 980.6199 gals.).
 JQ0271
 JQ0271.The modeled gravity was interpolated from observed gravity values.
 JQ0271
 JQ0271;                    North         East    Units  Estimated Accuracy
 JQ0271;SPC NV W     - 4,363,050.      864,240.      MT  (+/- 180 meters Scaled)
 JQ0271
 JQ0271                          SUPERSEDED SURVEY CONTROL
 JQ0271
 JQ0271  NGVD 29 (??/??/92) 1472.520  (m)         4831.09   (f) ADJ UNCH    1 2
 JQ0271
 JQ0271.Superseded values are not recommended for survey control.
 JQ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0271.See file dsdata.txt to determine how the superseded data were derived.
 JQ0271
 JQ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC252083(NAD 83)
 JQ0271_MARKER: DB = BENCH MARK DISK
 JQ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0271_STAMPING: D 350 1953
 JQ0271_MARK LOGO: CGS   
 JQ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0271+STABILITY: SURFACE MOTION
 JQ0271
 JQ0271  HISTORY     - Date     Condition        Report By
 JQ0271  HISTORY     - 1953     MONUMENTED       CGS
 JQ0271  HISTORY     - 1984     GOOD             NGS
 JQ0271
 JQ0271                          STATION DESCRIPTION
 JQ0271
 JQ0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0271'2.1 MI SE FROM COALDALE.
 JQ0271'2.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF
 JQ0271'THE HIGHWAYS AT COALDALE, 0.15 MILE SOUTHEAST OF THE Y JUNCTION OF A
 JQ0271'GRAVELED ROAD LEADING NORTHEAST, ON A LOW RIDGE, 278 FEET NORTHWEST OF
 JQ0271'THE CENTER LINE OF A TRACK ROAD LEADING NORTHEAST, 83 FEET NORTHEAST
 JQ0271'OF THE CENTER LINE OF THE HIGHWAY, 2.9 FEET WEST OF A WITNESS POST,
 JQ0271'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JQ0271'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JQ0271
 JQ0271                          STATION RECOVERY (1984)
 JQ0271
 JQ0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0195 ***********************************************************************
 LR0195  DESIGNATION -  D 351
 LR0195  PID         -  LR0195
 LR0195  STATE/COUNTY-  NV/LANDER
 LR0195  USGS QUAD   -  BATEMAN SPRING (1986)
 LR0195
 LR0195                         *CURRENT SURVEY CONTROL
 LR0195  ___________________________________________________________________
 LR0195* NAD 83(1986)-  40 36 49.     (N)    116 52 30.     (W)     SCALED    
 LR0195* NAVD 88     -      1379.597  (meters)    4526.23   (feet)  ADJUSTED  
 LR0195  ___________________________________________________________________
 LR0195  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 LR0195  DYNAMIC HT  -        1378.465 (meters)    4522.51  (feet)  COMP
 LR0195  MODELED GRAV-     979,757.0   (mgal)                       NAVD 88
 LR0195
 LR0195  VERT ORDER  -  FIRST     CLASS II
 LR0195
 LR0195.The horizontal coordinates were scaled from a topographic map and have
 LR0195.an estimated accuracy of +/- 6 seconds.
 LR0195
 LR0195.The orthometric height was determined by differential leveling
 LR0195.and adjusted by the National Geodetic Survey in June 1991..
 LR0195
 LR0195.The geoid height was determined by GEOID03.
 LR0195
 LR0195.The dynamic height is computed by dividing the NAVD 88
 LR0195.geopotential number by the normal gravity value computed on the
 LR0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0195.degrees latitude (g = 980.6199 gals.).
 LR0195
 LR0195.The modeled gravity was interpolated from observed gravity values.
 LR0195
 LR0195;                    North         East    Units  Estimated Accuracy
 LR0195;SPC NV C     - 6,650,760.      482,370.      MT  (+/- 180 meters Scaled)
 LR0195
 LR0195                          SUPERSEDED SURVEY CONTROL
 LR0195
 LR0195  NGVD 29 (??/??/92) 1378.526  (m)         4522.71   (f) ADJ UNCH    1 2
 LR0195
 LR0195.Superseded values are not recommended for survey control.
 LR0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0195.See file dsdata.txt to determine how the superseded data were derived.
 LR0195
 LR0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE105958(NAD 83)
 LR0195_MARKER: DB = BENCH MARK DISK
 LR0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0195_STAMPING: D 351 1953
 LR0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0195+STABILITY: SURFACE MOTION
 LR0195
 LR0195  HISTORY     - Date     Condition        Report By
 LR0195  HISTORY     - 1953     MONUMENTED       CGS
 LR0195  HISTORY     - 1983     MARK NOT FOUND   USGS
 LR0195  HISTORY     - 19830322 MARK NOT FOUND   USGS
 LR0195
 LR0195                          STATION DESCRIPTION
 LR0195
 LR0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0195'3.8 MI SE FROM BATTLE MOUNTAIN.
 LR0195'3.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0195'THE STATION AT BATTLE MOUNTAIN, 0.3 MILE (9 POLES) WEST OF MILEPOLE
 LR0195'480, ABOUT 118 YARDS SOUTH OF AND ACROSS U. S. HIGHWAY 40 FROM
 LR0195'SEMAPHORE 4797, AT THE T JUNCTION OF U. S. HIGHWAY 40 AND THE PAVED
 LR0195'ENTRANCE ROAD TO BATTLE MOUNTAIN CAA INTERMEDIATE FIELD, 79.7 FEET
 LR0195'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 70 1/2 FEET NORTH OF THE
 LR0195'CENTER LINE OF A PAVED ROAD PARALLELING THE HIGHWAY, 51 1/2 FEET WEST
 LR0195'OF THE CENTER LINE OF THE ROAD, 39.5 FEET WEST OF THE SOUTHWEST CORNER
 LR0195'OF A CATTLE GUARD, 1.8 FEET SOUTH OF A FENCE, 1.9 FEET EAST OF A
 LR0195'WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 LR0195'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LR0195
 LR0195                          STATION RECOVERY (1983)
 LR0195
 LR0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0195'MARK NOT FOUND.
 LR0195
 LR0195                          STATION RECOVERY (1983)
 LR0195
 LR0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (JEB)
 LR0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0196 ***********************************************************************
 LR0196  DESIGNATION -  D 351 RESET
 LR0196  PID         -  LR0196
 LR0196  STATE/COUNTY-  NV/LANDER
 LR0196  USGS QUAD   -  BLOSSOM SPRING (1985)
 LR0196
 LR0196                         *CURRENT SURVEY CONTROL
 LR0196  ___________________________________________________________________
 LR0196* NAD 83(1986)-  40 36 50.     (N)    116 52 33.     (W)     SCALED    
 LR0196* NAVD 88     -      1379.557  (meters)    4526.10   (feet)  ADJUSTED  
 LR0196  ___________________________________________________________________
 LR0196  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 LR0196  DYNAMIC HT  -        1378.426 (meters)    4522.39  (feet)  COMP
 LR0196  MODELED GRAV-     979,757.3   (mgal)                       NAVD 88
 LR0196
 LR0196  VERT ORDER  -  FIRST     CLASS II
 LR0196
 LR0196.The horizontal coordinates were scaled from a topographic map and have
 LR0196.an estimated accuracy of +/- 6 seconds.
 LR0196
 LR0196.The orthometric height was determined by differential leveling
 LR0196.and adjusted by the National Geodetic Survey in June 1991..
 LR0196
 LR0196.The geoid height was determined by GEOID03.
 LR0196
 LR0196.The dynamic height is computed by dividing the NAVD 88
 LR0196.geopotential number by the normal gravity value computed on the
 LR0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0196.degrees latitude (g = 980.6199 gals.).
 LR0196
 LR0196.The modeled gravity was interpolated from observed gravity values.
 LR0196
 LR0196;                    North         East    Units  Estimated Accuracy
 LR0196;SPC NV C     - 6,650,790.      482,300.      MT  (+/- 180 meters Scaled)
 LR0196
 LR0196                          SUPERSEDED SURVEY CONTROL
 LR0196
 LR0196.No superseded survey control is available for this station.
 LR0196
 LR0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE105959(NAD 83)
 LR0196_MARKER: DD = SURVEY DISK
 LR0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0196_STAMPING: D 351 RESET 1963
 LR0196_MARK LOGO: CGS   
 LR0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0196+STABILITY: SURFACE MOTION
 LR0196
 LR0196  HISTORY     - Date     Condition        Report By
 LR0196  HISTORY     - 1963     MONUMENTED       NVDH
 LR0196  HISTORY     - 1964     GOOD             NGS
 LR0196  HISTORY     - 19830302 MARK NOT FOUND   USGS
 LR0196  HISTORY     - 1984     GOOD             NGS
 LR0196
 LR0196                          STATION DESCRIPTION
 LR0196
 LR0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 LR0196'3.8 MI SE FROM BATTLE MOUNTAIN.
 LR0196'ABOUT 3.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 LR0196'FROM THE STATION AT BATTLE MOUNTAIN, 0.3 MILES (9 POLES) WEST OF MILE
 LR0196'POST 680, ABOUT 106 YARDS SOUTH OF AND ACROSS U. S. HIGHWAY 40 FROM
 LR0196'SEMAPHORE 4797, AT THE T JUNCTION OF U. S. HIGHWAY 40 AND THE PAVED
 LR0196'ENTRANCE TO BATTLE MOUNTAIN CAA INTERMEDIATE FIELD, 42.0 FEET SOUTH OF
 LR0196'CENTERLINE OF HIGHWAY 40, 69.0 FEET NORTH OF ENGINEERS STATION AW
 LR0196'114+50 OF THE WEST LANE INTERSTATE ROUTE 80, 80 FEET WEST OF THE
 LR0196'CENTERLINE OF THE ROAD TO AIRPORT, 6 FEET SOUTH OF FENCE, 3 FEET EAST
 LR0196'OF A WITNESS POST, ABOUT 2 FEET LOWER THEN HIGHWAY 40, SET IN THE TOP
 LR0196'OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
 LR0196
 LR0196                          STATION RECOVERY (1983)
 LR0196
 LR0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (DEM)
 LR0196'MARK NOT FOUND.
 LR0196
 LR0196                          STATION RECOVERY (1984)
 LR0196
 LR0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0196'REPORTED DESTROYED BY USGS IN 1983, BUT WAS FOUND IN GOOD CONDITION BY
 LR0196'NGS PARTY IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0248 ***********************************************************************
 LR0248  DESIGNATION -  D 352
 LR0248  PID         -  LR0248
 LR0248  STATE/COUNTY-  NV/EUREKA
 LR0248  USGS QUAD   -  DUNPHY (1986)
 LR0248
 LR0248                         *CURRENT SURVEY CONTROL
 LR0248  ___________________________________________________________________
 LR0248* NAD 83(1986)-  40 40 31.     (N)    116 30 25.     (W)     SCALED    
 LR0248* NAVD 88     -      1419.199  (meters)    4656.16   (feet)  ADJUSTED  
 LR0248  ___________________________________________________________________
 LR0248  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 LR0248  DYNAMIC HT  -        1418.070 (meters)    4652.45  (feet)  COMP
 LR0248  MODELED GRAV-     979,779.8   (mgal)                       NAVD 88
 LR0248
 LR0248  VERT ORDER  -  FIRST     CLASS II
 LR0248
 LR0248.The horizontal coordinates were scaled from a topographic map and have
 LR0248.an estimated accuracy of +/- 6 seconds.
 LR0248
 LR0248.The orthometric height was determined by differential leveling
 LR0248.and adjusted by the National Geodetic Survey in June 1991..
 LR0248
 LR0248.The geoid height was determined by GEOID03.
 LR0248
 LR0248.The dynamic height is computed by dividing the NAVD 88
 LR0248.geopotential number by the normal gravity value computed on the
 LR0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0248.degrees latitude (g = 980.6199 gals.).
 LR0248
 LR0248.The modeled gravity was interpolated from observed gravity values.
 LR0248
 LR0248;                    North         East    Units  Estimated Accuracy
 LR0248;SPC NV E     - 8,658,000.      121,920.      MT  (+/- 180 meters Scaled)
 LR0248
 LR0248                          SUPERSEDED SURVEY CONTROL
 LR0248
 LR0248  NGVD 29 (??/??/92) 1418.139  (m)         4652.68   (f) ADJ UNCH    1 2
 LR0248
 LR0248.Superseded values are not recommended for survey control.
 LR0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0248.See file dsdata.txt to determine how the superseded data were derived.
 LR0248
 LR0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF416028(NAD 83)
 LR0248_MARKER: DB = BENCH MARK DISK
 LR0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0248_SP_SET: ABUTMENT
 LR0248_STAMPING: D 352 1953
 LR0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0248
 LR0248  HISTORY     - Date     Condition        Report By
 LR0248  HISTORY     - 1953     MONUMENTED       CGS
 LR0248
 LR0248                          STATION DESCRIPTION
 LR0248
 LR0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0248'5.9 MI N FROM BEOWAWE.
 LR0248'5.9 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0248'STATION AT BEOWAWE, 0.3 MILE (11 POLES) SOUTH OF MILEPOLE 502, AT
 LR0248'CONCRETE BRIDGE 502.28, IN THE TOP OF THE SOUTH CONCRETE ABUTMENT, 6.2
 LR0248'FEET WEST OF THE WEST RAIL, 0.6 FOOT EAST OF THE WEST END OF THE
 LR0248'ABUTMENT, AND ABOUT 1 1/2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0025 ***********************************************************************
 LR0025  DESIGNATION -  D 353
 LR0025  PID         -  LR0025
 LR0025  STATE/COUNTY-  NV/EUREKA
 LR0025  USGS QUAD   -  PALISADE (1985)
 LR0025
 LR0025                         *CURRENT SURVEY CONTROL
 LR0025  ___________________________________________________________________
 LR0025* NAD 83(1986)-  40 35 40.     (N)    116 12 48.     (W)     SCALED    
 LR0025* NAVD 88     -      1476.041  (meters)    4842.64   (feet)  ADJUSTED  
 LR0025  ___________________________________________________________________
 LR0025  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 LR0025  DYNAMIC HT  -        1474.786 (meters)    4838.53  (feet)  COMP
 LR0025  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 LR0025
 LR0025  VERT ORDER  -  FIRST     CLASS II
 LR0025
 LR0025.The horizontal coordinates were scaled from a topographic map and have
 LR0025.an estimated accuracy of +/- 6 seconds.
 LR0025
 LR0025.The orthometric height was determined by differential leveling
 LR0025.and adjusted by the National Geodetic Survey in June 1991..
 LR0025
 LR0025.The geoid height was determined by GEOID03.
 LR0025
 LR0025.The dynamic height is computed by dividing the NAVD 88
 LR0025.geopotential number by the normal gravity value computed on the
 LR0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0025.degrees latitude (g = 980.6199 gals.).
 LR0025
 LR0025.The modeled gravity was interpolated from observed gravity values.
 LR0025
 LR0025;                    North         East    Units  Estimated Accuracy
 LR0025;SPC NV E     - 8,648,800.      146,680.      MT  (+/- 180 meters Scaled)
 LR0025
 LR0025                          SUPERSEDED SURVEY CONTROL
 LR0025
 LR0025  NGVD 29 (??/??/92) 1474.918  (m)         4838.96   (f) ADJ UNCH    1 2
 LR0025
 LR0025.Superseded values are not recommended for survey control.
 LR0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0025.See file dsdata.txt to determine how the superseded data were derived.
 LR0025
 LR0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE665940(NAD 83)
 LR0025_MARKER: DB = BENCH MARK DISK
 LR0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0025_STAMPING: D 353 1953
 LR0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0025+STABILITY: SURFACE MOTION
 LR0025
 LR0025  HISTORY     - Date     Condition        Report By
 LR0025  HISTORY     - 1953     MONUMENTED       CGS
 LR0025  HISTORY     - 1983     MARK NOT FOUND   USGS
 LR0025
 LR0025                          STATION DESCRIPTION
 LR0025
 LR0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0025'1.7 MI SW FROM PALISADE.
 LR0025'1.7 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0025'THE STATION AT PALISADE, 69 1/2 FEET NORTHEAST OF MILEPOLE 524, 56.4
 LR0025'FEET SOUTHWEST OF THE WEST CORNER OF THE CONCRETE FOUNDATION OF
 LR0025'SEMAPHORE 5241, 31.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 11.8 FEET
 LR0025'SOUTHEAST OF A FENCE, 2.1 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT
 LR0025'LOWER THAN THE TOP OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 LR0025'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LR0025
 LR0025                          STATION RECOVERY (1983)
 LR0025
 LR0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0453 ***********************************************************************
 LQ0453  DESIGNATION -  D 354
 LQ0453  PID         -  LQ0453
 LQ0453  STATE/COUNTY-  NV/ELKO
 LQ0453  USGS QUAD   -  OSINO (1982)
 LQ0453
 LQ0453                         *CURRENT SURVEY CONTROL
 LQ0453  ___________________________________________________________________
 LQ0453* NAD 83(1986)-  40 52 57.     (N)    115 42 49.     (W)     SCALED    
 LQ0453* NAVD 88     -      1553.468  (meters)    5096.67   (feet)  ADJUSTED  
 LQ0453  ___________________________________________________________________
 LQ0453  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 LQ0453  DYNAMIC HT  -        1552.188 (meters)    5092.47  (feet)  COMP
 LQ0453  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 LQ0453
 LQ0453  VERT ORDER  -  FIRST     CLASS II
 LQ0453
 LQ0453.The horizontal coordinates were scaled from a topographic map and have
 LQ0453.an estimated accuracy of +/- 6 seconds.
 LQ0453
 LQ0453.The orthometric height was determined by differential leveling
 LQ0453.and adjusted by the National Geodetic Survey in June 1991..
 LQ0453
 LQ0453.The geoid height was determined by GEOID03.
 LQ0453
 LQ0453.The dynamic height is computed by dividing the NAVD 88
 LQ0453.geopotential number by the normal gravity value computed on the
 LQ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0453.degrees latitude (g = 980.6199 gals.).
 LQ0453
 LQ0453.The modeled gravity was interpolated from observed gravity values.
 LQ0453
 LQ0453;                    North         East    Units  Estimated Accuracy
 LQ0453;SPC NV E     - 8,680,610.      189,020.      MT  (+/- 180 meters Scaled)
 LQ0453
 LQ0453                          SUPERSEDED SURVEY CONTROL
 LQ0453
 LQ0453  NGVD 29 (??/??/92) 1552.345  (m)         5092.99   (f) ADJ UNCH    1 2
 LQ0453
 LQ0453.Superseded values are not recommended for survey control.
 LQ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0453.See file dsdata.txt to determine how the superseded data were derived.
 LQ0453
 LQ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF083265(NAD 83)
 LQ0453_MARKER: DB = BENCH MARK DISK
 LQ0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0453_STAMPING: D 354 1953
 LQ0453_MARK LOGO: CGS   
 LQ0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0453+STABILITY: SURFACE MOTION
 LQ0453
 LQ0453  HISTORY     - Date     Condition        Report By
 LQ0453  HISTORY     - 1953     MONUMENTED       CGS
 LQ0453  HISTORY     - 1984     GOOD             NGS
 LQ0453
 LQ0453                          STATION DESCRIPTION
 LQ0453
 LQ0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LQ0453'4.4 MI NE FROM ELKO.
 LQ0453'4.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LQ0453'THE STATION AT ELKO, 7-1/4 RAILS NORTHEAST OF THE COIN SIDING SIGN,
 LQ0453'53.2 FEET SOUTHEAST OF A FENCE, 42.7 FEET NORTHWEST OF THE NORTHWEST
 LQ0453'RAIL OF THE MAIN TRACK, 4-1/2 FEET NORTHEAST OF TELEGRAPH POLE 6B, 1.8
 LQ0453'FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND
 LQ0453'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 LQ0453'GROUND.
 LQ0453
 LQ0453                          STATION RECOVERY (1984)
 LQ0453
 LQ0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0417 ***********************************************************************
 MT0417  DESIGNATION -  D 355
 MT0417  PID         -  MT0417
 MT0417  STATE/COUNTY-  NV/ELKO
 MT0417  USGS QUAD   -  DEETH (1967)
 MT0417
 MT0417                         *CURRENT SURVEY CONTROL
 MT0417  ___________________________________________________________________
 MT0417* NAD 83(1986)-  41 04 25.     (N)    115 15 09.     (W)     SCALED    
 MT0417* NAVD 88     -      1631.551  (meters)    5352.85   (feet)  ADJUSTED  
 MT0417  ___________________________________________________________________
 MT0417  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 MT0417  DYNAMIC HT  -        1630.188 (meters)    5348.38  (feet)  COMP
 MT0417  MODELED GRAV-     979,731.4   (mgal)                       NAVD 88
 MT0417
 MT0417  VERT ORDER  -  FIRST     CLASS II
 MT0417
 MT0417.The horizontal coordinates were scaled from a topographic map and have
 MT0417.an estimated accuracy of +/- 6 seconds.
 MT0417
 MT0417.The orthometric height was determined by differential leveling
 MT0417.and adjusted by the National Geodetic Survey in June 1991..
 MT0417
 MT0417.The geoid height was determined by GEOID03.
 MT0417
 MT0417.The dynamic height is computed by dividing the NAVD 88
 MT0417.geopotential number by the normal gravity value computed on the
 MT0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0417.degrees latitude (g = 980.6199 gals.).
 MT0417
 MT0417.The modeled gravity was interpolated from observed gravity values.
 MT0417
 MT0417;                    North         East    Units  Estimated Accuracy
 MT0417;SPC NV E     - 8,701,870.      227,800.      MT  (+/- 180 meters Scaled)
 MT0417
 MT0417                          SUPERSEDED SURVEY CONTROL
 MT0417
 MT0417  NGVD 29 (??/??/92) 1630.367  (m)         5348.96   (f) ADJ UNCH    1 2
 MT0417
 MT0417.Superseded values are not recommended for survey control.
 MT0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0417.See file dsdata.txt to determine how the superseded data were derived.
 MT0417
 MT0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF468484(NAD 83)
 MT0417_MARKER: DB = BENCH MARK DISK
 MT0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MT0417_SP_SET: CULVERT
 MT0417_STAMPING: D 355 1953
 MT0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0417
 MT0417  HISTORY     - Date     Condition        Report By
 MT0417  HISTORY     - 1953     MONUMENTED       CGS
 MT0417
 MT0417                          STATION DESCRIPTION
 MT0417
 MT0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0417'1.2 MI NE FROM DEETH.
 MT0417'1.2 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0417'THE STATION AT DEETH, AT 48-INCH CORRUGATED METAL PIPE CULVERT 590.80,
 MT0417'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL,
 MT0417'12.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 4 FEET LOWER THAN
 MT0417'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0937 ***********************************************************************
 KR0937  DESIGNATION -  D 357 RESET
 KR0937  PID         -  KR0937
 KR0937  STATE/COUNTY-  NV/WASHOE
 KR0937  USGS QUAD   -  WASHOE CITY (1994)
 KR0937
 KR0937                         *CURRENT SURVEY CONTROL
 KR0937  ___________________________________________________________________
 KR0937* NAD 83(1986)-  39 20 19.     (N)    119 46 42.     (W)     SCALED    
 KR0937* NAVD 88     -      1490.61   (+/-2cm)    4890.4    (feet)  VERTCON   
 KR0937  ___________________________________________________________________
 KR0937  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 KR0937
 KR0937  VERT ORDER  -  THIRD (See Below)
 KR0937
 KR0937.The horizontal coordinates were scaled from a topographic map and have
 KR0937.an estimated accuracy of +/- 6 seconds.
 KR0937
 KR0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0937.The vertical order pertains to the NGVD 29 superseded value.
 KR0937
 KR0937.The geoid height was determined by GEOID03.
 KR0937
 KR0937;                    North         East    Units  Estimated Accuracy
 KR0937;SPC NV W     - 4,509,870.      696,990.      MT  (+/- 180 meters Scaled)
 KR0937
 KR0937                          SUPERSEDED SURVEY CONTROL
 KR0937
 KR0937  NGVD 29 (07/31/00) 1489.48   (m)         4886.7    (f) RESET       3  
 KR0937
 KR0937.Superseded values are not recommended for survey control.
 KR0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0937.See file dsdata.txt to determine how the superseded data were derived.
 KR0937
 KR0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD605580(NAD 83)
 KR0937_MARKER: DD = SURVEY DISK
 KR0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0937_STAMPING: D 357 RESET 1958
 KR0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0937+STABILITY: SURFACE MOTION
 KR0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0937+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2003
 KR0937
 KR0937  HISTORY     - Date     Condition        Report By
 KR0937  HISTORY     - 1958     MONUMENTED       NVDH
 KR0937  HISTORY     - 1960     GOOD             NGS
 KR0937  HISTORY     - 20030901 GOOD             USPSQD
 KR0937
 KR0937                          STATION DESCRIPTION
 KR0937
 KR0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KR0937'3.7 MI SW FROM STEAMBOAT.
 KR0937'THE MARK IS LOCATED 0.1 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE
 KR0937'POST OFFICE AT STEAMBOAT, THENCE 3.6 MILES SOUTHWEST ALONG U. S.
 KR0937'HIGHWAY 395, ON THE WEST SLOPE OF A ROCKY AND BRUSHY HILL, SET IN A
 KR0937'CONCRETE POST ABOUT LEVEL WITH THE GROUND, 91 FEET EAST OF THE
 KR0937'CENTERLINE OF THE HIGHWAY, 170 FEET SOUTH OF THE SOUTHEAST END OF A 36
 KR0937'INCH RCP ON A 30 DEG. SKEW WITH THE HIGHWAY, 85 FEET SOUTH OF
 KR0937'TELEPHONE POLE NO. 323, 16 FEET WEST OF A FENCE, 2 FEET SOUTH OF A 6
 KR0937'INCH BY 6 INCH WITNESS POST, AND ABOUT 12 FEET HIGHER THAN THE
 KR0937'HIGHWAY.  (4886.729 FT.)
 KR0937
 KR0937                          STATION RECOVERY (2003)
 KR0937
 KR0937'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0086 ***********************************************************************
 JR0086  DESIGNATION -  D 359
 JR0086  PID         -  JR0086
 JR0086  STATE/COUNTY-  NV/MINERAL
 JR0086  USGS QUAD   -  HAWTHORNE WEST (1987)
 JR0086
 JR0086                         *CURRENT SURVEY CONTROL
 JR0086  ___________________________________________________________________
 JR0086* NAD 83(1986)-  38 31 32.     (N)    118 37 35.     (W)     SCALED    
 JR0086* NAVD 88     -      1317.86   (+/-2cm)    4323.7    (feet)  VERTCON   
 JR0086  ___________________________________________________________________
 JR0086  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 JR0086
 JR0086  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0086
 JR0086.The horizontal coordinates were scaled from a topographic map and have
 JR0086.an estimated accuracy of +/- 6 seconds.
 JR0086
 JR0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0086.The vertical order pertains to the NGVD 29 superseded value.
 JR0086
 JR0086.The geoid height was determined by GEOID03.
 JR0086
 JR0086;                    North         East    Units  Estimated Accuracy
 JR0086;SPC NV W     - 4,418,940.      796,250.      MT  (+/- 180 meters Scaled)
 JR0086
 JR0086                          SUPERSEDED SURVEY CONTROL
 JR0086
 JR0086  NGVD 29 (??/??/92) 1316.741  (m)         4320.01   (f) ADJ UNCH    2 0
 JR0086
 JR0086.Superseded values are not recommended for survey control.
 JR0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0086.See file dsdata.txt to determine how the superseded data were derived.
 JR0086
 JR0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC582653(NAD 83)
 JR0086_MARKER: DB = BENCH MARK DISK
 JR0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0086_STAMPING: D 359 1953
 JR0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0086+STABILITY: SURFACE MOTION
 JR0086
 JR0086  HISTORY     - Date     Condition        Report By
 JR0086  HISTORY     - 1953     MONUMENTED       CGS
 JR0086
 JR0086                          STATION DESCRIPTION
 JR0086
 JR0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0086'AT HAWTHORNE.
 JR0086'AT HAWTHORNE, ON C STREET BETWEEN FIFTH AND SIXTH STREETS, AT
 JR0086'THE COUNTY COURTHOUSE, IN THE FRONT LAWN, 75.4 FEET NORTHEAST
 JR0086'OF THE SOUTHEAST CORNER OF THE COURTHOUSE BUILDING, 64.9 FEET
 JR0086'SOUTHEAST OF THE NORTHEAST CORNER, 57.8 FEET EAST OF THE CENTER
 JR0086'OF THE DOOR AT THE MAIN ENTRANCE, 6.5 FEET WEST OF THE WEST
 JR0086'EDGE OF THE CONCRETE CURB OF C STREET, 2.9 FEET WEST OF A STEEL
 JR0086'FLAG POLE, ABOUT 1/2 FOOT HIGHER THAN THE STREET, FLUSH WITH
 JR0086'THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0022 ***********************************************************************
 KP0022  DESIGNATION -  D 36
 KP0022  PID         -  KP0022
 KP0022  STATE/COUNTY-  NV/WHITE PINE
 KP0022  USGS QUAD   -  LEHMAN CAVES (1986)
 KP0022
 KP0022                         *CURRENT SURVEY CONTROL
 KP0022  ___________________________________________________________________
 KP0022* NAD 83(1986)-  39 03 08.     (N)    114 09 39.     (W)     SCALED    
 KP0022* NAVD 88     -      1664.251  (meters)    5460.13   (feet)  ADJUSTED  
 KP0022  ___________________________________________________________________
 KP0022  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 KP0022  DYNAMIC HT  -        1662.524 (meters)    5454.46  (feet)  COMP
 KP0022  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 KP0022
 KP0022  VERT ORDER  -  FIRST     CLASS II
 KP0022
 KP0022.The horizontal coordinates were scaled from a topographic map and have
 KP0022.an estimated accuracy of +/- 6 seconds.
 KP0022
 KP0022.The orthometric height was determined by differential leveling
 KP0022.and adjusted by the National Geodetic Survey in June 1991..
 KP0022
 KP0022.The geoid height was determined by GEOID03.
 KP0022
 KP0022.The dynamic height is computed by dividing the NAVD 88
 KP0022.geopotential number by the normal gravity value computed on the
 KP0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0022.degrees latitude (g = 980.6199 gals.).
 KP0022
 KP0022.The modeled gravity was interpolated from observed gravity values.
 KP0022
 KP0022;                    North         East    Units  Estimated Accuracy
 KP0022;SPC NV E     - 8,478,360.      323,130.      MT  (+/- 180 meters Scaled)
 KP0022
 KP0022                          SUPERSEDED SURVEY CONTROL
 KP0022
 KP0022  NGVD 29 (??/??/92) 1663.066  (m)         5456.24   (f) ADJ UNCH    1 2
 KP0022
 KP0022.Superseded values are not recommended for survey control.
 KP0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0022.See file dsdata.txt to determine how the superseded data were derived.
 KP0022
 KP0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD456264(NAD 83)
 KP0022_MARKER: DB = BENCH MARK DISK
 KP0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0022_STAMPING: D 36 1934
 KP0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0022+STABILITY: SURFACE MOTION
 KP0022
 KP0022  HISTORY     - Date     Condition        Report By
 KP0022  HISTORY     - 1934     MONUMENTED       CGS
 KP0022  HISTORY     - 1950     GOOD             NGS
 KP0022
 KP0022                          STATION DESCRIPTION
 KP0022
 KP0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KP0022'3.9 MI NW FROM BAKER.
 KP0022'3.9 MILES NORTHWEST ALONG STATE HIGHWAY 73 FROM THE GARAGE AT BAKER,
 KP0022'AT THE JUNCTION OF A ROAD LEADING SOUTHWEST, 48 FEET SOUTHWEST OF THE
 KP0022'CENTERLINE OF THE HIGHWAY, AND 33 FEET SOUTHEAST OF THE ROAD.  A
 KP0022'STANDARD DISK, STAMPED D 36 1934 AND SET IN THE TOP OF A CONCRETE
 KP0022'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0476 ***********************************************************************
 KP0476  DESIGNATION -  D 36
 KP0476  PID         -  KP0476
 KP0476  STATE/COUNTY-  NV/WHITE PINE
 KP0476  USGS QUAD   -  LEHMAN CAVES (1986)
 KP0476
 KP0476                         *CURRENT SURVEY CONTROL
 KP0476  ___________________________________________________________________
 KP0476* NAD 83(1994)-  39 03 41.34153(N)    114 09 12.50101(W)     ADJUSTED  
 KP0476* NAVD 88     -      1664.24   (+/-2cm)    5460.1    (feet)  VERTCON   
 KP0476  ___________________________________________________________________
 KP0476  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 KP0476  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 KP0476
 KP0476  HORZ ORDER  -  THIRD
 KP0476  VERT ORDER  -  THIRD ? (See Below)
 KP0476
 KP0476.The horizontal coordinates were established by classical geodetic methods
 KP0476.and adjusted by the National Geodetic Survey in June 1998..
 KP0476
 KP0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0476.The vertical order pertains to the NGVD 29 superseded value.
 KP0476
 KP0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0476
 KP0476.The geoid height was determined by GEOID03.
 KP0476
 KP0476;                    North         East     Units Scale Factor Converg.
 KP0476;SPC NV E     - 8,479,396.625   323,746.731   MT  1.00008850   +0 54 04.1
 KP0476;SPC NV E     -27,819,487.09  1,062,159.07   sFT  1.00008850   +0 54 04.1
 KP0476;UTM  11      - 4,327,456.638   746,293.412   MT  1.00034700   +1 47 40.7
 KP0476
 KP0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0476!SPC NV E     -   0.99974217  x   1.00008850  =   0.99983064
 KP0476!UTM  11      -   0.99974217  x   1.00034700  =   1.00008908
 KP0476
 KP0476                          SUPERSEDED SURVEY CONTROL
 KP0476
 KP0476  NAD 83(1994)-  39 03 41.34153(N)    114 09 12.50102(W) AD(       ) 3
 KP0476  NAD 83(1986)-  39 03 41.33592(N)    114 09 12.50400(W) AD(       ) 3
 KP0476  NGVD 29 (05/20/94) 1663.07   (m)         5456.3    (f) LEVELING    3  
 KP0476
 KP0476.Superseded values are not recommended for survey control.
 KP0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0476.See file dsdata.txt to determine how the superseded data were derived.
 KP0476
 KP0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD4629327457(NAD 83)
 KP0476_MARKER: DB = BENCH MARK DISK
 KP0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KP0476
 KP0476  HISTORY     - Date     Condition        Report By
 KP0476  HISTORY     - 1934     MONUMENTED       CGS
 KP0476
 KP0476                          STATION DESCRIPTION
 KP0476
 KP0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0476'DESCRIBED BY USC AND GS IN NEVADA LEVEL LINE NO. 15.
 KP0476'
 KP0476'ABOUT 3.9 MI. NW. ALONG U.S. HIGHWAY 6 FROM THE GARAGE AT BAKER,
 KP0476'WHITE PINE COUNTY, AT THE JUNCTION WITH A RD. LEADING SW., 48 FT.
 KP0476'SW. OF THE CENTER LINE OF THE HIGHWAY, AND 33 FT. E. OF THE RD.
 KP0476'
 KP0476'STATION MARK  A STANDARD DISK--STAMPED D 36 1934--AND SET IN
 KP0476'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0312 ***********************************************************************
 JR0312  DESIGNATION -  D 360
 JR0312  PID         -  JR0312
 JR0312  STATE/COUNTY-  NV/MINERAL
 JR0312  USGS QUAD   -  MINA NW (1982)
 JR0312
 JR0312                         *CURRENT SURVEY CONTROL
 JR0312  ___________________________________________________________________
 JR0312* NAD 83(1986)-  38 25 05.     (N)    118 07 34.     (W)     SCALED    
 JR0312* NAVD 88     -      1379.794  (meters)    4526.87   (feet)  ADJUSTED  
 JR0312  ___________________________________________________________________
 JR0312  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 JR0312  DYNAMIC HT  -        1378.381 (meters)    4522.24  (feet)  COMP
 JR0312  MODELED GRAV-     979,556.9   (mgal)                       NAVD 88
 JR0312
 JR0312  VERT ORDER  -  FIRST     CLASS II
 JR0312
 JR0312.The horizontal coordinates were scaled from a topographic map and have
 JR0312.an estimated accuracy of +/- 6 seconds.
 JR0312
 JR0312.The orthometric height was determined by differential leveling
 JR0312.and adjusted by the National Geodetic Survey in June 1991..
 JR0312
 JR0312.The geoid height was determined by GEOID03.
 JR0312
 JR0312.The dynamic height is computed by dividing the NAVD 88
 JR0312.geopotential number by the normal gravity value computed on the
 JR0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0312.degrees latitude (g = 980.6199 gals.).
 JR0312
 JR0312.The modeled gravity was interpolated from observed gravity values.
 JR0312
 JR0312;                    North         East    Units  Estimated Accuracy
 JR0312;SPC NV W     - 4,407,100.      839,930.      MT  (+/- 180 meters Scaled)
 JR0312
 JR0312                          SUPERSEDED SURVEY CONTROL
 JR0312
 JR0312  NGVD 29 (??/??/92) 1378.660  (m)         4523.15   (f) ADJ UNCH    1 2
 JR0312
 JR0312.Superseded values are not recommended for survey control.
 JR0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0312.See file dsdata.txt to determine how the superseded data were derived.
 JR0312
 JR0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC016528(NAD 83)
 JR0312_MARKER: DB = BENCH MARK DISK
 JR0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0312_STAMPING: D 360 1953
 JR0312_MARK LOGO: CGS   
 JR0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0312+STABILITY: SURFACE MOTION
 JR0312
 JR0312  HISTORY     - Date     Condition        Report By
 JR0312  HISTORY     - 1953     MONUMENTED       CGS
 JR0312  HISTORY     - 1984     GOOD             NGS
 JR0312
 JR0312                          STATION DESCRIPTION
 JR0312
 JR0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0312'2.2 MI NW FROM MINA.
 JR0312'2.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0312'FROM THE STATION AT MINA, 111 FEET SOUTHWEST OF MILEPOLE 415, 132.6
 JR0312'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 128 FEET SOUTHWEST OF THE
 JR0312'CENTER OF THE SOUTHWEST END OF 2- BY 4-FOOT WOODEN BOX CULVERT
 JR0312'415.00, 75 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 95,
 JR0312'2.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 JR0312'TRACK, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF
 JR0312'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JR0312
 JR0312                          STATION RECOVERY (1984)
 JR0312
 JR0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0312'RECOVERED IN GOOD CONDITION.  NOTE--THE RAILROAD STATION IS NOW THE
 JR0312'MINA FIRE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0210 ***********************************************************************
 JR0210  DESIGNATION -  D 362
 JR0210  PID         -  JR0210
 JR0210  STATE/COUNTY-  NV/MINERAL
 JR0210  USGS QUAD   -  SCHURZ (1988)
 JR0210
 JR0210                         *CURRENT SURVEY CONTROL
 JR0210  ___________________________________________________________________
 JR0210* NAD 83(1986)-  38 56 23.     (N)    118 47 28.     (W)     SCALED    
 JR0210* NAVD 88     -      1256.31   (+/-2cm)    4121.7    (feet)  VERTCON   
 JR0210  ___________________________________________________________________
 JR0210  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 JR0210
 JR0210  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0210
 JR0210.The horizontal coordinates were scaled from a topographic map and have
 JR0210.an estimated accuracy of +/- 6 seconds.
 JR0210
 JR0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0210.The vertical order pertains to the NGVD 29 superseded value.
 JR0210
 JR0210.The geoid height was determined by GEOID03.
 JR0210
 JR0210;                    North         East    Units  Estimated Accuracy
 JR0210;SPC NV W     - 4,464,930.      781,990.      MT  (+/- 180 meters Scaled)
 JR0210
 JR0210                          SUPERSEDED SURVEY CONTROL
 JR0210
 JR0210  NGVD 29 (??/??/92) 1255.240  (m)         4118.23   (f) ADJ UNCH    1 2
 JR0210
 JR0210.Superseded values are not recommended for survey control.
 JR0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0210.See file dsdata.txt to determine how the superseded data were derived.
 JR0210
 JR0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD447116(NAD 83)
 JR0210_MARKER: DB = BENCH MARK DISK
 JR0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0210_STAMPING: D 362 1953
 JR0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0210+STABILITY: SURFACE MOTION
 JR0210
 JR0210  HISTORY     - Date     Condition        Report By
 JR0210  HISTORY     - 1953     MONUMENTED       CGS
 JR0210
 JR0210                          STATION DESCRIPTION
 JR0210
 JR0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0210'1.2 MI SE FROM SCHURZ.
 JR0210'1.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0210'FROM THE STATION AT SCHURZ, 0.35 MILE (11 POLES) SOUTHEAST OF
 JR0210'MILEPOLE 355, IN LINE WITH A ROW OF TELEGRAPH POLES, 243 FEET
 JR0210'SOUTHEAST OF AND ACROSS A GRAVELED ROAD FROM A FENCE CORNER POST,
 JR0210'75.8 FEET SOUTHEAST OF THE SOUTH CORNER OF A MOTOR SCOOTER
 JR0210'DERAILING PLATFORM, 16.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 JR0210'18 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD, 6 1/2
 JR0210'FEET NORTHWEST OF A TELEGRAPH POLE, 2.7 FEET SOUTHEAST OF A
 JR0210'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF
 JR0210'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0067 ***********************************************************************
 JR0067  DESIGNATION -  D 363
 JR0067  PID         -  JR0067
 JR0067  STATE/COUNTY-  NV/MINERAL
 JR0067  USGS QUAD   -  HAWTHORNE EAST (1987)
 JR0067
 JR0067                         *CURRENT SURVEY CONTROL
 JR0067  ___________________________________________________________________
 JR0067* NAD 83(1986)-  38 36 28.     (N)    118 36 18.     (W)     SCALED    
 JR0067* NAVD 88     -      1267.68   (+/-2cm)    4159.0    (feet)  VERTCON   
 JR0067  ___________________________________________________________________
 JR0067  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 JR0067
 JR0067  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0067
 JR0067.The horizontal coordinates were scaled from a topographic map and have
 JR0067.an estimated accuracy of +/- 6 seconds.
 JR0067
 JR0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0067.The vertical order pertains to the NGVD 29 superseded value.
 JR0067
 JR0067.The geoid height was determined by GEOID03.
 JR0067
 JR0067;                    North         East    Units  Estimated Accuracy
 JR0067;SPC NV W     - 4,428,060.      798,110.      MT  (+/- 180 meters Scaled)
 JR0067
 JR0067                          SUPERSEDED SURVEY CONTROL
 JR0067
 JR0067  NGVD 29 (??/??/92) 1266.585  (m)         4155.45   (f) ADJ UNCH    1 2
 JR0067
 JR0067.Superseded values are not recommended for survey control.
 JR0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0067.See file dsdata.txt to determine how the superseded data were derived.
 JR0067
 JR0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC602744(NAD 83)
 JR0067_MARKER: DB = BENCH MARK DISK
 JR0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0067_STAMPING: D 363 1953
 JR0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0067+STABILITY: SURFACE MOTION
 JR0067
 JR0067  HISTORY     - Date     Condition        Report By
 JR0067  HISTORY     - 1953     MONUMENTED       CGS
 JR0067
 JR0067                          STATION DESCRIPTION
 JR0067
 JR0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0067'0.9 MI NW FROM THORNE.
 JR0067'0.9 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0067'FROM THE STATION AT THORNE, 230 FEET NORTHWEST OF THE NORTHWEST
 JR0067'END OF WOODEN BRIDGE 383.55, 33.3 FEET SOUTHWEST OF THE SOUTHWEST
 JR0067'RAIL, 6 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 2.4 FEET SOUTHEAST
 JR0067'OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 JR0067'TOP OF A CONCRETE POST WHICH IS ENCASED IN A METAL PIPE AND
 JR0067'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0743 ***********************************************************************
 GR0743  DESIGNATION -  D 364
 GR0743  PID         -  GR0743
 GR0743  STATE/COUNTY-  NV/CLARK
 GR0743  USGS QUAD   -  FARRIER (1969)
 GR0743
 GR0743                         *CURRENT SURVEY CONTROL
 GR0743  ___________________________________________________________________
 GR0743* NAD 83(1986)-  36 47 06.     (N)    114 38 40.     (W)     SCALED    
 GR0743* NAVD 88     -       528.752  (meters)    1734.75   (feet)  ADJUSTED  
 GR0743  ___________________________________________________________________
 GR0743  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GR0743  DYNAMIC HT  -         528.247 (meters)    1733.09  (feet)  COMP
 GR0743  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 GR0743
 GR0743  VERT ORDER  -  FIRST     CLASS II
 GR0743
 GR0743.The horizontal coordinates were scaled from a topographic map and have
 GR0743.an estimated accuracy of +/- 6 seconds.
 GR0743
 GR0743.The orthometric height was determined by differential leveling
 GR0743.and adjusted by the National Geodetic Survey in June 1991..
 GR0743
 GR0743.The geoid height was determined by GEOID03.
 GR0743
 GR0743.The dynamic height is computed by dividing the NAVD 88
 GR0743.geopotential number by the normal gravity value computed on the
 GR0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0743.degrees latitude (g = 980.6199 gals.).
 GR0743
 GR0743.The modeled gravity was interpolated from observed gravity values.
 GR0743
 GR0743;                    North         East    Units  Estimated Accuracy
 GR0743;SPC NV E     - 8,226,180.      283,800.      MT  (+/- 180 meters Scaled)
 GR0743
 GR0743                          SUPERSEDED SURVEY CONTROL
 GR0743
 GR0743  NGVD 29 (??/??/92)  528.078  (m)         1732.54   (f) ADJ UNCH    1 2
 GR0743
 GR0743.Superseded values are not recommended for survey control.
 GR0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0743.See file dsdata.txt to determine how the superseded data were derived.
 GR0743
 GR0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA101736(NAD 83)
 GR0743_MARKER: DB = BENCH MARK DISK
 GR0743_SETTING: 66 = SET IN ROCK OUTCROP
 GR0743_SP_SET: CONGLOMERATE OUTCROP
 GR0743_STAMPING: D 364 1963
 GR0743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0743+STABILITY: POSITION/ELEVATION WELL
 GR0743
 GR0743  HISTORY     - Date     Condition        Report By
 GR0743  HISTORY     - 1963     MONUMENTED       CGS
 GR0743
 GR0743                          STATION DESCRIPTION
 GR0743
 GR0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0743'8.0 MI N FROM MOAPA.
 GR0743'8.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0743'MOAPA, 109 FEET SOUTH-SOUTHEAST OF MILEPOLE 391, IN THE TOP OF A
 GR0743'CONGLOMERATE OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET, ON THE WEST SIDE
 GR0743'OF A WASH, 23.4 FEET WEST OF THE WEST RAIL, 2.8 FEET WEST OF A WITNESS
 GR0743'POST, AND ABOUT 3 FEET LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1198 ***********************************************************************
 GR1198  DESIGNATION -  D 365
 GR1198  PID         -  GR1198
 GR1198  STATE/COUNTY-  NV/CLARK
 GR1198  USGS QUAD   -  LAS VEGAS SE (1984)
 GR1198
 GR1198                         *CURRENT SURVEY CONTROL
 GR1198  ___________________________________________________________________
 GR1198* NAD 83(1986)-  36 04 53.     (N)    115 01 42.     (W)     SCALED    
 GR1198* NAVD 88     -       500.981  (meters)    1643.64   (feet)  ADJUSTED  
 GR1198  ___________________________________________________________________
 GR1198  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GR1198  DYNAMIC HT  -         500.475 (meters)    1641.98  (feet)  COMP
 GR1198  MODELED GRAV-     979,609.8   (mgal)                       NAVD 88
 GR1198
 GR1198  VERT ORDER  -  FIRST     CLASS II
 GR1198
 GR1198.The horizontal coordinates were scaled from a topographic map and have
 GR1198.an estimated accuracy of +/- 6 seconds.
 GR1198
 GR1198.The orthometric height was determined by differential leveling
 GR1198.and adjusted by the National Geodetic Survey in June 1991..
 GR1198
 GR1198.The geoid height was determined by GEOID03.
 GR1198
 GR1198.The dynamic height is computed by dividing the NAVD 88
 GR1198.geopotential number by the normal gravity value computed on the
 GR1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1198.degrees latitude (g = 980.6199 gals.).
 GR1198
 GR1198.The modeled gravity was interpolated from observed gravity values.
 GR1198
 GR1198;                    North         East    Units  Estimated Accuracy
 GR1198;SPC NV E     - 8,147,840.      249,990.      MT  (+/- 180 meters Scaled)
 GR1198
 GR1198                          SUPERSEDED SURVEY CONTROL
 GR1198
 GR1198  NGVD 29 (??/??/92)  500.267  (m)         1641.29   (f) ADJ UNCH    1 2
 GR1198
 GR1198.Superseded values are not recommended for survey control.
 GR1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1198.See file dsdata.txt to determine how the superseded data were derived.
 GR1198
 GR1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV775947(NAD 83)
 GR1198_MARKER: DB = BENCH MARK DISK
 GR1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1198_STAMPING: D 365 1963
 GR1198_PROJECTION: PROJECTING 10 CENTIMETERS
 GR1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1198+STABILITY: SURFACE MOTION
 GR1198_ROD/PIPE-DEPTH: 4.9  meters
 GR1198
 GR1198  HISTORY     - Date     Condition        Report By
 GR1198  HISTORY     - 1963     MONUMENTED       CGS
 GR1198  HISTORY     - 1980     GOOD             NGS
 GR1198  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1198
 GR1198                          STATION DESCRIPTION
 GR1198
 GR1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1198'1.4 MI SE FROM EAST LAS VEGAS.
 GR1198'1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT EAST
 GR1198'LAS VEGAS, 2.1 MILES NORTHWEST OF PITTMAN, 0.4 MILE SOUTHEAST OF THE
 GR1198'CROSSING OF A POWER LINE AND A HIGHWAY BRIDGE OVER DUCK CREEK, 54 FEET
 GR1198'NORTHEAST OF THE CENTER LINE OF THE NORTHEAST HIGHWAY LANES, 3 1/2
 GR1198'FEET SOUTHEAST OF POWER LINE POLE 15776, 2.2 FEET NORTHWEST OF A
 GR1198'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY LANES, A DISK ON
 GR1198'THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A
 GR1198'DEPTH OF 16 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 GR1198'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GR1198
 GR1198                          STATION RECOVERY (1980)
 GR1198
 GR1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1198'14.6 KILOMETERS (9.1 MILES) SOUTHEAST ALONG U. S. HIGHWAY 93 AND 95
 GR1198'FROM THE UNION PACIFIC RAILROAD STATION (UNION PLAZA HOTEL) IN LAS
 GR1198'VEGAS, 0.6 KILOMETER (0.35 MILE) SOUTHEAST OF THE JUNCTION OF
 GR1198'RUSSELL ROAD, 14.6 METERS (47.9 FEET) NORTHEAST OF THE CENTERLINE
 GR1198'OF THE NORTHBOUND LANES OF THE HIGHWAY AND 18.2 METERS (60 FEET)
 GR1198'NORTHWEST OF POWER POLE 64535NP.
 GR1198'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 GR1198'THE MARK IS 0.3 M BELOW HIGHWAY.
 GR1198
 GR1198                          STATION RECOVERY (1996)
 GR1198
 GR1198'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0529 ***********************************************************************
 GR0529  DESIGNATION -  D 366 RESET
 GR0529  PID         -  GR0529
 GR0529  STATE/COUNTY-  NV/CLARK
 GR0529  USGS QUAD   -  BOULDER BEACH (1970)
 GR0529
 GR0529                         *CURRENT SURVEY CONTROL
 GR0529  ___________________________________________________________________
 GR0529* NAD 83(1986)-  36 03 31.     (N)    114 49 11.     (W)     SCALED    
 GR0529* NAVD 88     -       380.17   (+/-2cm)    1247.3    (feet)  VERTCON   
 GR0529  ___________________________________________________________________
 GR0529  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GR0529
 GR0529  VERT ORDER  -  THIRD (See Below)
 GR0529
 GR0529.The horizontal coordinates were scaled from a topographic map and have
 GR0529.an estimated accuracy of +/- 6 seconds.
 GR0529
 GR0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0529.The vertical order pertains to the NGVD 29 superseded value.
 GR0529
 GR0529.The geoid height was determined by GEOID03.
 GR0529
 GR0529;                    North         East    Units  Estimated Accuracy
 GR0529;SPC NV E     - 8,145,440.      268,790.      MT  (+/- 180 meters Scaled)
 GR0529
 GR0529                          SUPERSEDED SURVEY CONTROL
 GR0529
 GR0529  NGVD 29 (07/31/00)  379.48   (m)         1245.0    (f) RESET       3  
 GR0529
 GR0529.Superseded values are not recommended for survey control.
 GR0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0529.See file dsdata.txt to determine how the superseded data were derived.
 GR0529
 GR0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV963926(NAD 83)
 GR0529_MARKER: DB = BENCH MARK DISK
 GR0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0529_SP_SET: CULVERT
 GR0529_STAMPING: D 366 RESET 1968
 GR0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0529
 GR0529  HISTORY     - Date     Condition        Report By
 GR0529  HISTORY     - 1968     MONUMENTED       BOR
 GR0529  HISTORY     - 1990     GOOD             USPSQD
 GR0529
 GR0529                          STATION DESCRIPTION
 GR0529
 GR0529'DESCRIBED BY US BUREAU OF RECLAMATION 1968
 GR0529'8 MI NE FROM BOULDER CITY.
 GR0529'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 93 FROM THE U.S. BUREAU OF
 GR0529'RECLAMATION ADMINISTRATION BUILDING AT BOULDER CITY, THENCE 3.9 MILES
 GR0529'NORTH ALONG STATE HIGHWAY 41, 0.1 MILE NORTH OF AN ASPHALT PARKING
 GR0529'AREA, IN THE HEADWALL OUTLET END OF A CULVERT ON THE EAST SIDE OF THE
 GR0529'ROAD, ABOUT 20 FEET FROM THE CENTER LINE OF THE ROAD.
 GR0529
 GR0529                          STATION RECOVERY (1990)
 GR0529
 GR0529'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1209 ***********************************************************************
 GR1209  DESIGNATION -  D 367 RESET
 GR1209  PID         -  GR1209
 GR1209  STATE/COUNTY-  NV/CLARK
 GR1209  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1209
 GR1209                         *CURRENT SURVEY CONTROL
 GR1209  ___________________________________________________________________
 GR1209* NAD 83(1986)-  36 09 33.     (N)    115 09 55.     (W)     SCALED    
 GR1209* NAVD 88     -       626.78   (+/-2cm)    2056.4    (feet)  VERTCON   
 GR1209  ___________________________________________________________________
 GR1209  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GR1209
 GR1209  VERT ORDER  -  THIRD (See Below)
 GR1209
 GR1209.The horizontal coordinates were scaled from a topographic map and have
 GR1209.an estimated accuracy of +/- 6 seconds.
 GR1209
 GR1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1209.The vertical order pertains to the NGVD 29 superseded value.
 GR1209
 GR1209.The geoid height was determined by GEOID03.
 GR1209
 GR1209;                    North         East    Units  Estimated Accuracy
 GR1209;SPC NV E     - 8,156,410.      237,610.      MT  (+/- 180 meters Scaled)
 GR1209
 GR1209                          SUPERSEDED SURVEY CONTROL
 GR1209
 GR1209  NGVD 29 (07/31/00)  626.15   (m)         2054.3    (f) RESET       3  
 GR1209
 GR1209.Superseded values are not recommended for survey control.
 GR1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1209.See file dsdata.txt to determine how the superseded data were derived.
 GR1209
 GR1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA650031(NAD 83)
 GR1209_MARKER: DB = BENCH MARK DISK
 GR1209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR1209_SP_SET: CURB
 GR1209_STAMPING: D 367 RESET 1968
 GR1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1209
 GR1209  HISTORY     - Date     Condition        Report By
 GR1209  HISTORY     - 1968     MONUMENTED       CGS
 GR1209
 GR1209                          STATION DESCRIPTION
 GR1209
 GR1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GR1209'IN LAS VEGAS.
 GR1209'IN THE WEST PORTION OF LAS VEGAS, ON THE EAST SIDE OF THE CLARK COUNTY
 GR1209'HOSPITAL GROUNDS, 350 FEET NORTH OF THE CROSSROAD INTERSECTION OF
 GR1209'CHARLESTON BOULEVARD AND SHADOW LANE, 40.0 FEET SOUTH OF THE CENTER OF
 GR1209'ALTURAS AVENUE, 27.0 FEET WEST OF THE CENTER OF SHADOW LANE, 21.0 FEET
 GR1209'EAST OF THE NORTHEAST CORNER OF THE DIAGNOSTIC OUT-PATIENT CLINIC
 GR1209'BUILDING AT 1000 SHADOW LANE, AND CEMENTED IN A DRILL HOLE, FLUSH WITH
 GR1209'THE SURFACE, OF THE TOP OF THE WEST CURB OF THE LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1237 ***********************************************************************
 GR1237  FBN         -  This is a Federal Base Network Control Station.
 GR1237  DESIGNATION -  D 368
 GR1237  PID         -  GR1237
 GR1237  STATE/COUNTY-  NV/CLARK
 GR1237  USGS QUAD   -  BLUE DIAMOND NE (1983)
 GR1237
 GR1237                         *CURRENT SURVEY CONTROL
 GR1237  ___________________________________________________________________
 GR1237* NAD 83(1998)-  36 09 16.91324(N)    115 21 47.20078(W)     ADJUSTED  
 GR1237* NAVD 88     -       989.5    (meters)    3246.     (feet)  GPS OBS   
 GR1237  ___________________________________________________________________
 GR1237  EPOCH DATE  -        2000.35
 GR1237  X           -  -2,208,876.356 (meters)                     COMP
 GR1237  Y           -  -4,659,622.924 (meters)                     COMP
 GR1237  Z           -   3,742,632.917 (meters)                     COMP
 GR1237  LAPLACE CORR-         -10.42  (seconds)                    DEFLEC99
 GR1237  ELLIP HEIGHT-         962.43  (meters)          (04/03/01) GPS OBS
 GR1237  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 GR1237
 GR1237  HORZ ORDER  -  A
 GR1237  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1237  ELLP ORDER  -  FIRST     CLASS I
 GR1237
 GR1237.The horizontal coordinates were established by GPS observations
 GR1237.and adjusted by the CALIF SPA REF CEN in April 2001..
 GR1237.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 GR1237.DATUM ITEM on the data sheet items page.
 GR1237.The horizontal coordinates are valid at the epoch date displayed above.
 GR1237.The epoch date for horizontal control is a decimal equivalence
 GR1237.of Year/Month/Day.
 GR1237
 GR1237.The orthometric height was determined by GPS observations and a
 GR1237.high-resolution geoid model.
 GR1237.The vertical order pertains to the NGVD 29 superseded value.
 GR1237
 GR1237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GR1237
 GR1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1237
 GR1237.The ellipsoidal height was determined by GPS observations
 GR1237.and is referenced to NAD 83.
 GR1237
 GR1237.The geoid height was determined by GEOID03.
 GR1237
 GR1237;                    North         East     Units Scale Factor Converg.
 GR1237;SPC NV E     - 8,155,856.593   219,815.209   MT  0.99990484   +0 07 47.7
 GR1237;SPC NV E     -26,758,006.17    721,177.06   sFT  0.99990484   +0 07 47.7
 GR1237;UTM  11      - 4,002,348.061   647,246.357   MT  0.99986715   +0 57 57.2
 GR1237
 GR1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1237!SPC NV E     -   0.99984897  x   0.99990484  =   0.99975383
 GR1237!UTM  11      -   0.99984897  x   0.99986715  =   0.99971614
 GR1237
 GR1237                          SUPERSEDED SURVEY CONTROL
 GR1237
 GR1237  NAD 83(1999)-  36 09 16.91340(N)    115 21 47.20072(W) AD(1999.37) A
 GR1237  ELLIP H (05/16/00)  962.43   (m)                       GP(1999.37) 4 1
 GR1237  NAD 83(1994)-  36 09 16.91262(N)    115 21 47.19854(W) AD(       ) B
 GR1237  ELLIP H (03/30/95)  962.51   (m)                       GP(       ) 4 1
 GR1237  NGVD 29 (??/??/92)  988.813  (m)         3244.13   (f) ADJ UNCH    1 2
 GR1237
 GR1237.Superseded values are not recommended for survey control.
 GR1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1237.See file dsdata.txt to determine how the superseded data were derived.
 GR1237
 GR1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA4724602348(NAD 83)
 GR1237_MARKER: DB = BENCH MARK DISK
 GR1237_SETTING: 66 = SET IN ROCK OUTCROP
 GR1237_SP_SET: OUTCROP
 GR1237_STAMPING: D 368 1963
 GR1237_MARK LOGO: CGS   
 GR1237_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR1237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1237+STABILITY: POSITION/ELEVATION WELL
 GR1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR1237+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2002
 GR1237
 GR1237  HISTORY     - Date     Condition        Report By
 GR1237  HISTORY     - 1963     MONUMENTED       CGS
 GR1237  HISTORY     - 1972     GOOD             USGS
 GR1237  HISTORY     - 19940318 GOOD             NGS
 GR1237  HISTORY     - 19961120 MARK NOT FOUND   USPSQD
 GR1237  HISTORY     - 19981210 GOOD             NGS
 GR1237  HISTORY     - 20000501 GOOD             NGS
 GR1237  HISTORY     - 20020112 GOOD             JCLS
 GR1237  HISTORY     - 20020112 GOOD             JCLS
 GR1237
 GR1237                          STATION DESCRIPTION
 GR1237
 GR1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1237'13.7 MI W FROM LAS VEGAS.
 GR1237'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1237'LAS VEGAS, THENCE 12.7 MILES WEST ALONG CHARLESTON BOULEVARD, ON THE
 GR1237'INSIDE OF A CURVE, IN THE NORTHEAST SLOPE OF AN OUTCROP RIDGE, IN THE
 GR1237'TOP OF A LONG RIDGE OF OUTCROP WHICH PROJECTS 1.0 FOOT ABOVE THE
 GR1237'GROUND, 123 FEET SOUTH OF THE CENTER LINE OF THE BOULEVARD, 239.2 FEET
 GR1237'WEST-SOUTHWEST OF BENCH MARK C 368, AND ABOUT 22 FEET HIGHER THAN THE
 GR1237'BOULEVARD.
 GR1237
 GR1237                          STATION RECOVERY (1972)
 GR1237
 GR1237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GR1237'RECOVERED IN GOOD CONDITION.
 GR1237
 GR1237                          STATION RECOVERY (1994)
 GR1237
 GR1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 GR1237'STATION IS LOCATED ABOUT 19 KM (11.80 MI) WEST OF DOWNTOWN LAS VEGAS,
 GR1237'ALONG STATE HIGHWAY 159, JUST WEST OF AN IMPOUNDMENT DAM, ON THE
 GR1237'NORTHEAST SIDE OF A LOW RIDGE THAT ENDS AT THE HIGHWAY, IN NORTH
 GR1237'CENTRAL SECTION 3, T 21 S, R 59 E.  OWNERSHIP--CLARK COUNTY. TO REACH
 GR1237'FROM THE UNDERPASS AT THE JUNCTION OF US HIGHWAY 95 AND RAINBOW
 GR1237'BOULEVARD (8 KM WEST OF DOWNTOWN AND WHERE HIGHWAY 95 MAKES A TURN TO
 GR1237'THE NORTH), GO SOUTH ON RAINBOW BOULEVARD FOR 2.01 KM (1.25 MI) TO ITS
 GR1237'JUNCTION WITH CHARLESTON BOULEVARD (HIGHWAY 159). TURN RIGHT, WEST, ON
 GR1237'CHARLESTON BOULEVARD FOR 10.70 KM (6.65 MI) TO A BRIDGE JUST PAST A
 GR1237'HIGHWAY CURVE LEFT.  CONTINUE AHEAD FOR 0.16 KM (0.10 MI) TO THE RIDGE
 GR1237'AND THE STATION ON THE LEFT. STATION MARK IS A DISK SET IN A DRILL
 GR1237'HOLE IN THE SOUTH END OF A 10 M (32.8 FT) LONG SLOPED FLAT OUTCROP ON
 GR1237'THE NORTHEAST SIDE OF THE RIDGE.  IT IS 57.4 M (188.3 FT) (SLOPE)
 GR1237'SOUTHEAST OF, AND 7 M (23.0 FT) HIGHER THAN THE HIGHWAY CENTER, 1.4 M
 GR1237'(4.6 FT) NORTH OF THE SOUTH END OF THE OUTCROP, 1.6 M (5.2 FT) EAST OF
 GR1237'A CAIRN, AND 2.9 M (9.5 FT) NORTH-NORTHWEST OF A FIBERGLASS WITNESS
 GR1237'POST.
 GR1237
 GR1237                          STATION RECOVERY (1996)
 GR1237
 GR1237'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1237'MARK NOT FOUND.
 GR1237
 GR1237                          STATION RECOVERY (1998)
 GR1237
 GR1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 GR1237'RECOVERED AS DESCRIBED.
 GR1237
 GR1237                          STATION RECOVERY (2000)
 GR1237
 GR1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MEI)
 GR1237'THIS STATION WAS OBSERVED IN MAY, 2000 AS PART OF THE HECTOR MINE
 GR1237'EARTHQUAKE FBN/CBN REOBSERVATION SURVEY.
 GR1237'
 GR1237
 GR1237                          STATION RECOVERY (2002)
 GR1237
 GR1237'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 GR1237'RECOVERED IN GOOD CONDITION.
 GR1237
 GR1237                          STATION RECOVERY (2002)
 GR1237
 GR1237'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 GR1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0949 ***********************************************************************
 GR0949  DESIGNATION -  D 369
 GR0949  PID         -  GR0949
 GR0949  STATE/COUNTY-  NV/CLARK
 GR0949  USGS QUAD   -  LAS VEGAS NW (1983)
 GR0949
 GR0949                         *CURRENT SURVEY CONTROL
 GR0949  ___________________________________________________________________
 GR0949* NAD 83(1986)-  36 14 21.     (N)    115 10 39.     (W)     SCALED    
 GR0949* NAVD 88     -       656.15   (+/-2cm)    2152.7    (feet)  VERTCON   
 GR0949  ___________________________________________________________________
 GR0949  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 GR0949
 GR0949  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0949
 GR0949.The horizontal coordinates were scaled from a topographic map and have
 GR0949.an estimated accuracy of +/- 6 seconds.
 GR0949
 GR0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0949.The vertical order pertains to the NGVD 29 superseded value.
 GR0949
 GR0949.The geoid height was determined by GEOID03.
 GR0949
 GR0949;                    North         East    Units  Estimated Accuracy
 GR0949;SPC NV E     - 8,165,280.      236,480.      MT  (+/- 180 meters Scaled)
 GR0949
 GR0949                          SUPERSEDED SURVEY CONTROL
 GR0949
 GR0949  NGVD 29 (??/??/92)  655.506  (m)         2150.61   (f) ADJ UNCH    1 2
 GR0949
 GR0949.Superseded values are not recommended for survey control.
 GR0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0949.See file dsdata.txt to determine how the superseded data were derived.
 GR0949
 GR0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA637120(NAD 83)
 GR0949_MARKER: DB = BENCH MARK DISK
 GR0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0949_STAMPING: D 369 1963
 GR0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0949+STABILITY: SURFACE MOTION
 GR0949
 GR0949  HISTORY     - Date     Condition        Report By
 GR0949  HISTORY     - 1963     MONUMENTED       CGS
 GR0949  HISTORY     - 19961121 GOOD             USPSQD
 GR0949
 GR0949                          STATION DESCRIPTION
 GR0949
 GR0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0949'9.75 MI N FROM LAS VEGAS.
 GR0949'5.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0949'AT LAS VEGAS, THENCE 4.15 MILES WEST ALONG CRAIG ROAD, 0.4 MILE EAST
 GR0949'OF BENCH MARK C 369, AT THE JUNCTION OF FUSELIER DRIVE, 64 FEET SOUTH
 GR0949'OF THE CENTER LINE OF THE ROAD, 19 FEET EAST OF THE CENTER LINE OF THE
 GR0949'DRIVE, 1 FOOT NORTH OF A POWER POLE, 1.6 FEET SOUTH OF A WITNESS POST,
 GR0949'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 GR0949'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GR0949
 GR0949                          STATION RECOVERY (1996)
 GR0949
 GR0949'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0041 ***********************************************************************
 LQ0041  DESIGNATION -  D 37
 LQ0041  PID         -  LQ0041
 LQ0041  STATE/COUNTY-  NV/ELKO
 LQ0041  USGS QUAD   -  PILOT (1982)
 LQ0041
 LQ0041                         *CURRENT SURVEY CONTROL
 LQ0041  ___________________________________________________________________
 LQ0041* NAD 83(1986)-  40 47 29.     (N)    114 11 43.     (W)     SCALED    
 LQ0041* NAVD 88     -      1510.146  (meters)    4954.54   (feet)  ADJUSTED  
 LQ0041  ___________________________________________________________________
 LQ0041  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 LQ0041  DYNAMIC HT  -        1508.943 (meters)    4950.59  (feet)  COMP
 LQ0041  MODELED GRAV-     979,774.5   (mgal)                       NAVD 88
 LQ0041
 LQ0041  VERT ORDER  -  SECOND    CLASS 0
 LQ0041
 LQ0041.The horizontal coordinates were scaled from a topographic map and have
 LQ0041.an estimated accuracy of +/- 6 seconds.
 LQ0041
 LQ0041.The orthometric height was determined by differential leveling
 LQ0041.and adjusted by the National Geodetic Survey in June 1991..
 LQ0041
 LQ0041.The geoid height was determined by GEOID03.
 LQ0041
 LQ0041.The dynamic height is computed by dividing the NAVD 88
 LQ0041.geopotential number by the normal gravity value computed on the
 LQ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0041.degrees latitude (g = 980.6199 gals.).
 LQ0041
 LQ0041.The modeled gravity was interpolated from observed gravity values.
 LQ0041
 LQ0041;                    North         East    Units  Estimated Accuracy
 LQ0041;SPC NV E     - 8,671,410.      317,140.      MT  (+/- 180 meters Scaled)
 LQ0041
 LQ0041                          SUPERSEDED SURVEY CONTROL
 LQ0041
 LQ0041  NGVD 29 (??/??/92) 1509.142  (m)         4951.24   (f) ADJ UNCH    2 0
 LQ0041
 LQ0041.Superseded values are not recommended for survey control.
 LQ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0041.See file dsdata.txt to determine how the superseded data were derived.
 LQ0041
 LQ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF366193(NAD 83)
 LQ0041_MARKER: DB = BENCH MARK DISK
 LQ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0041_STAMPING: D 37 1934
 LQ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0041+STABILITY: SURFACE MOTION
 LQ0041
 LQ0041  HISTORY     - Date     Condition        Report By
 LQ0041  HISTORY     - 1934     MONUMENTED       CGS
 LQ0041  HISTORY     - 1958     GOOD             NGS
 LQ0041
 LQ0041                          STATION DESCRIPTION
 LQ0041
 LQ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LQ0041'13.7 MI W FROM WENDOVER, UT.
 LQ0041'IN ELKO COUNTY, NEVADA, 13.7 MILES WEST ALONG THE WESTERN PACIFIC
 LQ0041'RAILROAD FROM THE UTAH-NEVADA STATE LINE AT WENDOVER, TOOELE COUNTY,
 LQ0041'UTAH, 101 FEET EAST OF MILEPOST 792, AT THE EAST EDGE OF A DIM WAGON
 LQ0041'ROAD, 51 FEET EAST OF THE CENTERLINE OF THE TRACK, ABOUT 2 FEET LOWER
 LQ0041'THAN THE RAIL, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1044 ***********************************************************************
 GR1044  DESIGNATION -  D 370
 GR1044  PID         -  GR1044
 GR1044  STATE/COUNTY-  NV/CLARK
 GR1044  USGS QUAD   -  LAS VEGAS SE (1984)
 GR1044
 GR1044                         *CURRENT SURVEY CONTROL
 GR1044  ___________________________________________________________________
 GR1044* NAD 83(1986)-  36 06 01.     (N)    115 05 00.     (W)     SCALED    
 GR1044* NAVD 88     -       562.02   (+/-2cm)    1843.9    (feet)  VERTCON   
 GR1044  ___________________________________________________________________
 GR1044  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GR1044
 GR1044  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1044
 GR1044.The horizontal coordinates were scaled from a topographic map and have
 GR1044.an estimated accuracy of +/- 6 seconds.
 GR1044
 GR1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1044.The vertical order pertains to the NGVD 29 superseded value.
 GR1044
 GR1044.The geoid height was determined by GEOID03.
 GR1044
 GR1044;                    North         East    Units  Estimated Accuracy
 GR1044;SPC NV E     - 8,149,910.      245,020.      MT  (+/- 180 meters Scaled)
 GR1044
 GR1044                          SUPERSEDED SURVEY CONTROL
 GR1044
 GR1044  NGVD 29 (??/??/92)  561.337  (m)         1841.65   (f) ADJ UNCH    1 2
 GR1044
 GR1044.Superseded values are not recommended for survey control.
 GR1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1044.See file dsdata.txt to determine how the superseded data were derived.
 GR1044
 GR1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV725967(NAD 83)
 GR1044_MARKER: DB = BENCH MARK DISK
 GR1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1044_STAMPING: D 370 1963
 GR1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1044+STABILITY: SURFACE MOTION
 GR1044
 GR1044  HISTORY     - Date     Condition        Report By
 GR1044  HISTORY     - 1963     MONUMENTED       CGS
 GR1044  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GR1044  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1044
 GR1044                          STATION DESCRIPTION
 GR1044
 GR1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1044'2.55 MI W FROM EAST LAS VEGAS.
 GR1044'0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT EAST
 GR1044'LAS VEGAS, THENCE 2.0 MILES WEST ALONG TROPICANA AVENUE, 33 FEET SOUTH
 GR1044'OF THE CENTER LINE OF THE AVENUE, 34 FEET EAST OF THE CENTER LINE OF A
 GR1044'DIRT ROAD SOUTH, 1 1/2 FEET WEST OF A POWER POLE, 1.8 FEET EAST OF A
 GR1044'WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A
 GR1044'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR1044
 GR1044                          STATION RECOVERY (1990)
 GR1044
 GR1044'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR1044'MARK NOT FOUND.
 GR1044
 GR1044                          STATION RECOVERY (1996)
 GR1044
 GR1044'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1173 ***********************************************************************
 GR1173  CBN         -  This is a Cooperative Base Network Control Station.
 GR1173  DESIGNATION -  D 371
 GR1173  PID         -  GR1173
 GR1173  STATE/COUNTY-  NV/CLARK
 GR1173  USGS QUAD   -  CORN CREEK SPRINGS NW (1974)
 GR1173
 GR1173                         *CURRENT SURVEY CONTROL
 GR1173  ___________________________________________________________________
 GR1173* NAD 83(1999)-  36 24 53.33659(N)    115 27 05.66542(W)     ADJUSTED  
 GR1173* NAVD 88     -      1066.891  (meters)    3500.29   (feet)  ADJUSTED  
 GR1173  ___________________________________________________________________
 GR1173  EPOCH DATE  -        1999.37
 GR1173  X           -  -2,208,753.069 (meters)                     COMP
 GR1173  Y           -  -4,640,837.482 (meters)                     COMP
 GR1173  Z           -   3,765,949.332 (meters)                     COMP
 GR1173  LAPLACE CORR-          -9.23  (seconds)                    DEFLEC99
 GR1173  ELLIP HEIGHT-        1040.33  (meters)          (05/16/00) GPS OBS
 GR1173  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 GR1173  DYNAMIC HT  -        1065.723 (meters)    3496.46  (feet)  COMP
 GR1173  MODELED GRAV-     979,500.5   (mgal)                       NAVD 88
 GR1173
 GR1173  HORZ ORDER  -  A
 GR1173  VERT ORDER  -  FIRST     CLASS II
 GR1173  ELLP ORDER  -  FOURTH    CLASS I
 GR1173
 GR1173.The horizontal coordinates were established by GPS observations
 GR1173.and adjusted by the National Geodetic Survey in May 2000..
 GR1173.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 GR1173.DATUM ITEM on the data sheet items page.
 GR1173.The horizontal coordinates are valid at the epoch date displayed above.
 GR1173.The epoch date for horizontal control is a decimal equivalence
 GR1173.of Year/Month/Day.
 GR1173
 GR1173.The orthometric height was determined by differential leveling
 GR1173.and adjusted by the National Geodetic Survey in June 1991..
 GR1173
 GR1173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GR1173
 GR1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1173
 GR1173.The ellipsoidal height was determined by GPS observations
 GR1173.and is referenced to NAD 83.
 GR1173
 GR1173.The geoid height was determined by GEOID03.
 GR1173
 GR1173.The dynamic height is computed by dividing the NAVD 88
 GR1173.geopotential number by the normal gravity value computed on the
 GR1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1173.degrees latitude (g = 980.6199 gals.).
 GR1173
 GR1173.The modeled gravity was interpolated from observed gravity values.
 GR1173
 GR1173;                    North         East     Units Scale Factor Converg.
 GR1173;SPC NV E     - 8,184,703.070   211,816.227   MT  0.99990172   +0 04 41.6
 GR1173;SPC NV E     -26,852,646.66    694,933.74   sFT  0.99990172   +0 04 41.6
 GR1173;UTM  11      - 4,031,072.920   638,826.499   MT  0.99983746   +0 55 09.6
 GR1173
 GR1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1173!SPC NV E     -   0.99983675  x   0.99990172  =   0.99973849
 GR1173!UTM  11      -   0.99983675  x   0.99983746  =   0.99967424
 GR1173
 GR1173                          SUPERSEDED SURVEY CONTROL
 GR1173
 GR1173  NAD 83(1992)-  36 24 53.33568(N)    115 27 05.66336(W) AD(       ) A
 GR1173  NAD 83(1994)-  36 24 53.33568(N)    115 27 05.66336(W) AD(       ) B
 GR1173  ELLIP H (03/30/95) 1040.38   (m)                       GP(       ) 4 1
 GR1173  NAVD 88 (03/30/95) 1066.89   (m)         3500.3    (f) LEVELING    3  
 GR1173  NGVD 29 (05/01/91) 1066.090  (m)         3497.66   (f) ADJUSTED    1 2
 GR1173
 GR1173.Superseded values are not recommended for survey control.
 GR1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1173.See file dsdata.txt to determine how the superseded data were derived.
 GR1173
 GR1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA3882631073(NAD 83)
 GR1173_MARKER: DB = BENCH MARK DISK
 GR1173_SETTING: 66 = SET IN ROCK OUTCROP
 GR1173_SP_SET: OUTCROP LEDGE
 GR1173_STAMPING: D 371 1963
 GR1173_MARK LOGO: CGS   
 GR1173_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR1173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1173+STABILITY: POSITION/ELEVATION WELL
 GR1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR1173+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 GR1173
 GR1173  HISTORY     - Date     Condition        Report By
 GR1173  HISTORY     - 1963     MONUMENTED       CGS
 GR1173  HISTORY     - 1980     GOOD             NGS
 GR1173  HISTORY     - 1983     GOOD             NGS
 GR1173  HISTORY     - 19940620 GOOD             NGS
 GR1173  HISTORY     - 19991008 GOOD             NV0150
 GR1173  HISTORY     - 20020913 GOOD             USGS-R
 GR1173
 GR1173                          STATION DESCRIPTION
 GR1173
 GR1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1173'26.4 MI NW FROM LAS VEGAS.
 GR1173'24.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1173'RAILROAD STATION AT LAS VEGAS, THENCE 1.75 MILES WEST ALONG A TRACK
 GR1173'ROAD AND POWER LINE, AT A SADDLE ON A NORTH-SOUTH ROCKY RIDGE, IN THE
 GR1173'TOP OF A LEDGE OF OUTCROP, 421 FEET SOUTH OF THE CENTER LINE OF THE
 GR1173'ROAD, 155 FEET SOUTHWEST OF BENCH MARK C 371, 90 FEET SOUTH OF THE
 GR1173'NORTH END OF THE RIDGE, AND ABOUT 12 FEET HIGHER THAN THE BOTTOM OF
 GR1173'THE RIDGE.
 GR1173
 GR1173                          STATION RECOVERY (1980)
 GR1173
 GR1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1173'2.1 KILOMETERS (1.3 MILES) WEST ALONG BONANZA ROAD FROM ITS JUNCTION
 GR1173'WITH THE INTERSTATE HIGHWAY 15 OVERPASS IN LAS VEGAS, THENCE 34.8
 GR1173'KILOMETERS (21.65 MILES) NORTHWEST ALONG RANCHO DRIVE (U. S. HIGHWAY
 GR1173'95), THENCE 2.8 KILOMETERS (1.75 MILES) WEST ALONG A GRAVEL ROAD,
 GR1173'2.2 KILOMETERS (1.4 MILES) WEST OF AN ELECTRICAL SUBSTATION, AT A
 GR1173'SADDLE ON A NORTH-SOUTH ROCKY RIDGE, IN TOP OF A LEDGE OF OUTCROP,
 GR1173'128.3 METERS (421 FEET) SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD,
 GR1173'47.2 METERS (155 FEET) SOUTHWEST  OF BENCH MARK C 371 AND 27.4
 GR1173'METERS (90 FEET) SOUTH OF THE NORTH END OF THE RIDGE.
 GR1173'THE MARK IS 2.0 M ABOVE ROAD.
 GR1173
 GR1173                          STATION RECOVERY (1983)
 GR1173
 GR1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR1173'RECOVERED IN GOOD CONDITION.
 GR1173
 GR1173                          STATION RECOVERY (1994)
 GR1173
 GR1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 GR1173'RECOVERED AS DESCRIBED.
 GR1173
 GR1173                          STATION RECOVERY (1999)
 GR1173
 GR1173'RECOVERY NOTE BY CITY OF NORTH LAS VEGAS NEVADA 1999
 GR1173'RECOVERED AS DESCRIBED.
 GR1173
 GR1173                          STATION RECOVERY (2002)
 GR1173
 GR1173'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2002 (DPB)
 GR1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0322 ***********************************************************************
 KR0322  DESIGNATION -  D 372
 KR0322  PID         -  KR0322
 KR0322  STATE/COUNTY-  NV/CHURCHILL
 KR0322  USGS QUAD   -  SOUTH OF FALLON (1985)
 KR0322
 KR0322                         *CURRENT SURVEY CONTROL
 KR0322  ___________________________________________________________________
 KR0322* NAD 83(1986)-  39 20 17.     (N)    118 46 53.     (W)     SCALED    
 KR0322* NAVD 88     -      1196.05   (+/-2cm)    3924.0    (feet)  VERTCON   
 KR0322  ___________________________________________________________________
 KR0322  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 KR0322
 KR0322  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0322
 KR0322.The horizontal coordinates were scaled from a topographic map and have
 KR0322.an estimated accuracy of +/- 6 seconds.
 KR0322
 KR0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0322.The vertical order pertains to the NGVD 29 superseded value.
 KR0322
 KR0322.The geoid height was determined by GEOID03.
 KR0322
 KR0322;                    North         East    Units  Estimated Accuracy
 KR0322;SPC NV W     - 4,509,140.      782,930.      MT  (+/- 180 meters Scaled)
 KR0322
 KR0322                          SUPERSEDED SURVEY CONTROL
 KR0322
 KR0322  NGVD 29 (??/??/92) 1195.082  (m)         3920.86   (f) ADJ UNCH    1 2
 KR0322
 KR0322.Superseded values are not recommended for survey control.
 KR0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0322.See file dsdata.txt to determine how the superseded data were derived.
 KR0322
 KR0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD464558(NAD 83)
 KR0322_MARKER: DB = BENCH MARK DISK
 KR0322_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KR0322_SP_SET: 88 FT
 KR0322_STAMPING: D 372 1967
 KR0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0322
 KR0322  HISTORY     - Date     Condition        Report By
 KR0322  HISTORY     - 1967     MONUMENTED       CGS
 KR0322
 KR0322                          STATION DESCRIPTION
 KR0322
 KR0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KR0322'9.6 MI S FROM FALLON.
 KR0322'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0322'FROM THE CITY HALL AT FALLON, THENCE 9.55 MILES SOUTH ALONG U.S.
 KR0322'HIGHWAY 95, IN SECTION 18, T 17 N, R 29 E, 0.15 MILE NORTH OF A RANCH
 KR0322'HOUSE WHICH IS ON THE EAST SIDE OF THE HIGHWAY, 45 FEET EAST OF THE
 KR0322'CENTER LINE OF THE HIGHWAY, 8 FEET WEST OF THE WEST BANK OF AN
 KR0322'IRRIGATION DITCH, 4 1/2 FEET EAST OF POWER POLE NUMBER 1479D, 1.3 FEET
 KR0322'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 KR0322'HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 KR0322'TO A DEPTH OF 88 FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH
 KR0322'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0027 ***********************************************************************
 HQ0027  DESIGNATION -  D 373
 HQ0027  PID         -  HQ0027
 HQ0027  STATE/COUNTY-  NV/NYE
 HQ0027  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0027
 HQ0027                         *CURRENT SURVEY CONTROL
 HQ0027  ___________________________________________________________________
 HQ0027* NAD 83(1986)-  37 46 36.     (N)    116 43 50.     (W)     SCALED    
 HQ0027* NAVD 88     -      1655.123  (meters)    5430.18   (feet)  ADJUSTED  
 HQ0027  ___________________________________________________________________
 HQ0027  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 HQ0027  DYNAMIC HT  -        1653.262 (meters)    5424.08  (feet)  COMP
 HQ0027  MODELED GRAV-     979,446.8   (mgal)                       NAVD 88
 HQ0027
 HQ0027  VERT ORDER  -  FIRST     CLASS II
 HQ0027
 HQ0027.The horizontal coordinates were scaled from a topographic map and have
 HQ0027.an estimated accuracy of +/- 6 seconds.
 HQ0027
 HQ0027.The orthometric height was determined by differential leveling
 HQ0027.and adjusted by the National Geodetic Survey in June 1991..
 HQ0027
 HQ0027.The geoid height was determined by GEOID03.
 HQ0027
 HQ0027.The dynamic height is computed by dividing the NAVD 88
 HQ0027.geopotential number by the normal gravity value computed on the
 HQ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0027.degrees latitude (g = 980.6199 gals.).
 HQ0027
 HQ0027.The modeled gravity was interpolated from observed gravity values.
 HQ0027
 HQ0027;                    North         East    Units  Estimated Accuracy
 HQ0027;SPC NV C     - 6,335,820.      494,370.      MT  (+/- 180 meters Scaled)
 HQ0027
 HQ0027                          SUPERSEDED SURVEY CONTROL
 HQ0027
 HQ0027.No superseded survey control is available for this station.
 HQ0027
 HQ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB237810(NAD 83)
 HQ0027_MARKER: DB = BENCH MARK DISK
 HQ0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0027_STAMPING: D 373 1968
 HQ0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0027+STABILITY: SURFACE MOTION
 HQ0027
 HQ0027  HISTORY     - Date     Condition        Report By
 HQ0027  HISTORY     - 1968     MONUMENTED       CGS
 HQ0027
 HQ0027                          STATION DESCRIPTION
 HQ0027
 HQ0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0027'9.4 MI SE FROM TONOPAH TEST RANGE.
 HQ0027'8.2 MILES SOUTH ALONG AN ASPHALT ROAD FROM POINT ABLE AT TONOPAH
 HQ0027'TEST RANGE, THENCE 1.15 MILES EAST-NORTHEAST ALONG A DIRT ROAD,
 HQ0027'1.1 MILE WEST OF MIDDLE TARGET TRIANGULATION STATION, 42 FEET
 HQ0027'NORTH OF THE CENTER LINE OF THE ROAD, 2.4 FEET EAST OF A WITNESS
 HQ0027'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 HQ0027'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1373 ***********************************************************************
 KR1373  DESIGNATION -  D 374
 KR1373  PID         -  KR1373
 KR1373  STATE/COUNTY-  NV/WASHOE
 KR1373  USGS QUAD   -  VERDI (1982)
 KR1373
 KR1373                         *CURRENT SURVEY CONTROL
 KR1373  ___________________________________________________________________
 KR1373* NAD 83(1986)-  39 30 43.     (N)    119 57 05.     (W)     SCALED    
 KR1373* NAVD 88     -      1463.669  (meters)    4802.05   (feet)  ADJUSTED  
 KR1373  ___________________________________________________________________
 KR1373  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 KR1373  DYNAMIC HT  -        1462.282 (meters)    4797.50  (feet)  COMP
 KR1373  MODELED GRAV-     979,628.7   (mgal)                       NAVD 88
 KR1373
 KR1373  VERT ORDER  -  FIRST     CLASS I
 KR1373
 KR1373.The horizontal coordinates were scaled from a topographic map and have
 KR1373.an estimated accuracy of +/- 6 seconds.
 KR1373
 KR1373.The orthometric height was determined by differential leveling
 KR1373.and adjusted by the National Geodetic Survey in June 1991..
 KR1373
 KR1373.The geoid height was determined by GEOID03.
 KR1373
 KR1373.The dynamic height is computed by dividing the NAVD 88
 KR1373.geopotential number by the normal gravity value computed on the
 KR1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1373.degrees latitude (g = 980.6199 gals.).
 KR1373
 KR1373.The modeled gravity was interpolated from observed gravity values.
 KR1373
 KR1373;                    North         East    Units  Estimated Accuracy
 KR1373;SPC NV W     - 4,529,320.      682,360.      MT  (+/- 180 meters Scaled)
 KR1373
 KR1373                          SUPERSEDED SURVEY CONTROL
 KR1373
 KR1373  NGVD 29 (??/??/92) 1462.51   (m)         4798.3    (f) COMPUTED    1 1
 KR1373
 KR1373.Superseded values are not recommended for survey control.
 KR1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1373.See file dsdata.txt to determine how the superseded data were derived.
 KR1373
 KR1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD462777(NAD 83)
 KR1373_MARKER: DB = BENCH MARK DISK
 KR1373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1373_SP_SET: PIER
 KR1373_STAMPING: D 374 1969
 KR1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1373
 KR1373  HISTORY     - Date     Condition        Report By
 KR1373  HISTORY     - 1969     MONUMENTED       CGS
 KR1373
 KR1373                          STATION DESCRIPTION
 KR1373
 KR1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KR1373'2.25 MI E FROM VERDI.
 KR1373'2.25 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1373'CROSSING OF BRIDGE STREET AT VERDI, AT THE EAST ONE OF TWO INTERSTATE
 KR1373'HIGHWAY 80 OVERPASSES, SET VERTICALLY IN THE NORTH FACE OF THE EAST
 KR1373'CONCRETE PIER OF THE FIRST ROW OF PIERS SOUTH OF THE EASTBOUND TRACK,
 KR1373'29.6 FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK, 2.1 FEET
 KR1373'WEST OF THE NORTHEAST CORNER OF THE PIER, ABOUT LEVEL WITH THE TRACK
 KR1373'AND 3.0 FEET ABOVE THE GROUND.  SECTION 15, T19N, R18E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0404 ***********************************************************************
 JQ0404  DESIGNATION -  D 381
 JQ0404  PID         -  JQ0404
 JQ0404  STATE/COUNTY-  NV/NYE
 JQ0404  USGS QUAD   -  GABBS (1988)
 JQ0404
 JQ0404                         *CURRENT SURVEY CONTROL
 JQ0404  ___________________________________________________________________
 JQ0404* NAD 83(1986)-  38 49 38.     (N)    117 57 18.     (W)     SCALED    
 JQ0404* NAVD 88     -      1405.787  (meters)    4612.15   (feet)  ADJUSTED  
 JQ0404  ___________________________________________________________________
 JQ0404  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 JQ0404  DYNAMIC HT  -        1404.415 (meters)    4607.65  (feet)  COMP
 JQ0404  MODELED GRAV-     979,603.1   (mgal)                       NAVD 88
 JQ0404
 JQ0404  VERT ORDER  -  FIRST     CLASS II
 JQ0404
 JQ0404.The horizontal coordinates were scaled from a topographic map and have
 JQ0404.an estimated accuracy of +/- 6 seconds.
 JQ0404
 JQ0404.The orthometric height was determined by differential leveling
 JQ0404.and adjusted by the National Geodetic Survey in June 1991..
 JQ0404
 JQ0404.The geoid height was determined by GEOID03.
 JQ0404
 JQ0404.The dynamic height is computed by dividing the NAVD 88
 JQ0404.geopotential number by the normal gravity value computed on the
 JQ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0404.degrees latitude (g = 980.6199 gals.).
 JQ0404
 JQ0404.The modeled gravity was interpolated from observed gravity values.
 JQ0404
 JQ0404;                    North         East    Units  Estimated Accuracy
 JQ0404;SPC NV C     - 6,453,210.      388,140.      MT  (+/- 180 meters Scaled)
 JQ0404
 JQ0404                          SUPERSEDED SURVEY CONTROL
 JQ0404
 JQ0404  NGVD 29 (??/??/92) 1404.788  (m)         4608.88   (f) ADJ UNCH    1 2
 JQ0404
 JQ0404.Superseded values are not recommended for survey control.
 JQ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0404.See file dsdata.txt to determine how the superseded data were derived.
 JQ0404
 JQ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC171980(NAD 83)
 JQ0404_MARKER: DB = BENCH MARK DISK
 JQ0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0404_STAMPING: D 381 1955
 JQ0404_MARK LOGO: CGS   
 JQ0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0404+STABILITY: SURFACE MOTION
 JQ0404
 JQ0404  HISTORY     - Date     Condition        Report By
 JQ0404  HISTORY     - 1955     MONUMENTED       CGS
 JQ0404  HISTORY     - 1984     GOOD             NGS
 JQ0404
 JQ0404                          STATION DESCRIPTION
 JQ0404
 JQ0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JQ0404'3.5 MI SW FROM GABBS.
 JQ0404'0.4 MILE SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS, THENCE
 JQ0404'3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 23, 245.4 FEET SOUTH OF THE
 JQ0404'CENTER OF THE SOUTHEAST END OF 30-INCH CONCRETE PIPE CULVERT X 294+60,
 JQ0404'209 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET
 JQ0404'NORTHEAST OF A TELEPHONE POLE, 2.2 FEET SOUTHWEST OF A WITNESS POST,
 JQ0404'ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 JQ0404'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JQ0404
 JQ0404                          STATION RECOVERY (1984)
 JQ0404
 JQ0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0404'RECOVERED IN GOOD CONDITION.  NOTE--STATE HIGHWAY 23 IS NOW STATE
 JQ0404'HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0392 ***********************************************************************
 JQ0392  DESIGNATION -  D 382
 JQ0392  PID         -  JQ0392
 JQ0392  STATE/COUNTY-  NV/NYE
 JQ0392  USGS QUAD   -  DOWNEYVILLE (1988)
 JQ0392
 JQ0392                         *CURRENT SURVEY CONTROL
 JQ0392  ___________________________________________________________________
 JQ0392* NAD 83(1986)-  38 55 13.     (N)    117 57 15.     (W)     SCALED    
 JQ0392* NAVD 88     -      1418.564  (meters)    4654.07   (feet)  ADJUSTED  
 JQ0392  ___________________________________________________________________
 JQ0392  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 JQ0392  DYNAMIC HT  -        1417.167 (meters)    4649.49  (feet)  COMP
 JQ0392  MODELED GRAV-     979,594.1   (mgal)                       NAVD 88
 JQ0392
 JQ0392  VERT ORDER  -  FIRST     CLASS II
 JQ0392
 JQ0392.The horizontal coordinates were scaled from a topographic map and have
 JQ0392.an estimated accuracy of +/- 6 seconds.
 JQ0392
 JQ0392.The orthometric height was determined by differential leveling
 JQ0392.and adjusted by the National Geodetic Survey in June 1991..
 JQ0392
 JQ0392.The geoid height was determined by GEOID03.
 JQ0392
 JQ0392.The dynamic height is computed by dividing the NAVD 88
 JQ0392.geopotential number by the normal gravity value computed on the
 JQ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0392.degrees latitude (g = 980.6199 gals.).
 JQ0392
 JQ0392.The modeled gravity was interpolated from observed gravity values.
 JQ0392
 JQ0392;                    North         East    Units  Estimated Accuracy
 JQ0392;SPC NV C     - 6,463,540.      388,350.      MT  (+/- 180 meters Scaled)
 JQ0392
 JQ0392                          SUPERSEDED SURVEY CONTROL
 JQ0392
 JQ0392  NGVD 29 (??/??/92) 1417.513  (m)         4650.62   (f) ADJ UNCH    1 2
 JQ0392
 JQ0392.Superseded values are not recommended for survey control.
 JQ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0392.See file dsdata.txt to determine how the superseded data were derived.
 JQ0392
 JQ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD172083(NAD 83)
 JQ0392_MARKER: DB = BENCH MARK DISK
 JQ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0392_STAMPING: D 382 1955
 JQ0392_MARK LOGO: CGS   
 JQ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0392+STABILITY: SURFACE MOTION
 JQ0392
 JQ0392  HISTORY     - Date     Condition        Report By
 JQ0392  HISTORY     - 1955     MONUMENTED       CGS
 JQ0392  HISTORY     - 1984     GOOD             NGS
 JQ0392
 JQ0392                          STATION DESCRIPTION
 JQ0392
 JQ0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JQ0392'IN GABBS AIRPORT.
 JQ0392'AT GABBS AIRPORT, ABOUT 0.1 MILE SOUTHEAST OF THE OFFICE, DIRECTLY
 JQ0392'UNDER THE BEACON LIGHT STEEL TOWER, 1.8 FEET NORTHWEST OF A WITNESS
 JQ0392'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 JQ0392'THE GROUND.
 JQ0392
 JQ0392                          STATION RECOVERY (1984)
 JQ0392
 JQ0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0392'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 JQ0392'NOTE--STATE HIGHWAY 23 IS NOW STATE HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0096 ***********************************************************************
 KR0096  DESIGNATION -  D 383
 KR0096  PID         -  KR0096
 KR0096  STATE/COUNTY-  NV/CHURCHILL
 KR0096  USGS QUAD   -  WEST GATE (1972)
 KR0096
 KR0096                         *CURRENT SURVEY CONTROL
 KR0096  ___________________________________________________________________
 KR0096* NAD 83(1986)-  39 17 23.     (N)    118 03 04.     (W)     SCALED    
 KR0096* NAVD 88     -      1384.570  (meters)    4542.54   (feet)  ADJUSTED  
 KR0096  ___________________________________________________________________
 KR0096  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 KR0096  DYNAMIC HT  -        1383.281 (meters)    4538.31  (feet)  COMP
 KR0096  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 KR0096
 KR0096  VERT ORDER  -  FIRST     CLASS II
 KR0096
 KR0096.The horizontal coordinates were scaled from a topographic map and have
 KR0096.an estimated accuracy of +/- 6 seconds.
 KR0096
 KR0096.The orthometric height was determined by differential leveling
 KR0096.and adjusted by the National Geodetic Survey in June 1991..
 KR0096.WARNING-Repeat measurements at this control monument indicate possible
 KR0096.vertical movement.
 KR0096
 KR0096.The geoid height was determined by GEOID03.
 KR0096
 KR0096.The dynamic height is computed by dividing the NAVD 88
 KR0096.geopotential number by the normal gravity value computed on the
 KR0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0096.degrees latitude (g = 980.6199 gals.).
 KR0096
 KR0096.The modeled gravity was interpolated from observed gravity values.
 KR0096
 KR0096;                    North         East    Units  Estimated Accuracy
 KR0096;SPC NV W     - 4,503,900.      845,910.      MT  (+/- 180 meters Scaled)
 KR0096
 KR0096                          SUPERSEDED SURVEY CONTROL
 KR0096
 KR0096  NGVD 29 (??/??/92) 1383.556  (m)         4539.22   (f) ADJ UNCH    1 2
 KR0096
 KR0096.Superseded values are not recommended for survey control.
 KR0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0096.See file dsdata.txt to determine how the superseded data were derived.
 KR0096
 KR0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD093494(NAD 83)
 KR0096_MARKER: DB = BENCH MARK DISK
 KR0096_SETTING: 66 = SET IN ROCK OUTCROP
 KR0096_SP_SET: ROCK LEDGE
 KR0096_STAMPING: D 383 1955
 KR0096_MARK LOGO: CGS   
 KR0096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0096+STABILITY: POSITION/ELEVATION WELL
 KR0096
 KR0096  HISTORY     - Date     Condition        Report By
 KR0096  HISTORY     - 1955     MONUMENTED       CGS
 KR0096  HISTORY     - 1967     GOOD             NGS
 KR0096  HISTORY     - 1984     GOOD             NGS
 KR0096  HISTORY     - 1986     GOOD             NGS
 KR0096
 KR0096                          STATION DESCRIPTION
 KR0096
 KR0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0096'9.3 MI W FROM EASTGATE.
 KR0096'ABOUT 9.3 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0096'EASTGATE, IN SECTION 33, T 17 N, R 35 E, 1.2 MILES WEST OF THE
 KR0096'JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 23 AT MIDDLEGATE, 0.1 MILE
 KR0096'SOUTH OF NEW U.S. HIGHWAY 50, 0.1 MILE SOUTHEAST OF A METAL WINDMILL
 KR0096'AND WATER TANK, 47 1/2 FEET SOUTH OF THE CENTER LINE OF OLD U.S.
 KR0096'HIGHWAY 50, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK OUTCROP, 2
 KR0096'1/2 FEET ABOVE THE LEVEL OF THE GROUND, 100 FEET SOUTHWEST OF THE
 KR0096'CENTER OF THE SOUTH CONCRETE HEAD WALL OF A CULVERT, AND ABOUT 6 FEET
 KR0096'ABOVE THE LEVEL OF THE OLD HIGHWAY.
 KR0096
 KR0096                          STATION RECOVERY (1984)
 KR0096
 KR0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KR0096'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM
 KR0096'(4.9 MI) WEST ALONG STATE HIGHWAY 722 FROM THE SERVICE STATION AND BAR
 KR0096'AT EASTGATE, THENCE 7.16 KM (4.45 MI) WEST ALONG US HIGHWAY 50,
 KR0096'VERTICALLY IN THE NORTHEAST FACE OF A SMALL GREY ROCK CUT FOR THE OLD
 KR0096'HIGHWAY GRADE, 1.98 KM (1.23 MI) WEST OF THE T JUNCTION OF STATE
 KR0096'HIGHWAY 361, 112.8 METERS (370 FT) SOUTH OF THE HIGHWAY CENTERLINE AND
 KR0096'14.3 METERS (47 FT) SOUTH OF THE CENTER OF THE OLD HIGHWAY BED.
 KR0096'THE MARK IS 1.5 M ABOVE THE OLD HIGHWAY.
 KR0096
 KR0096                          STATION RECOVERY (1986)
 KR0096
 KR0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0225 ***********************************************************************
 KQ0225  DESIGNATION -  D 384
 KQ0225  PID         -  KQ0225
 KQ0225  STATE/COUNTY-  NV/LANDER
 KQ0225  USGS QUAD   -  WEST OF AUSTIN (1988)
 KQ0225
 KQ0225                         *CURRENT SURVEY CONTROL
 KQ0225  ___________________________________________________________________
 KQ0225* NAD 83(1986)-  39 28 10.     (N)    117 11 33.     (W)     SCALED    
 KQ0225* NAVD 88     -      1745.117  (meters)    5725.44   (feet)  ADJUSTED  
 KQ0225  ___________________________________________________________________
 KQ0225  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 KQ0225  DYNAMIC HT  -        1743.359 (meters)    5719.67  (feet)  COMP
 KQ0225  MODELED GRAV-     979,558.6   (mgal)                       NAVD 88
 KQ0225
 KQ0225  VERT ORDER  -  FIRST     CLASS II
 KQ0225
 KQ0225.The horizontal coordinates were scaled from a topographic map and have
 KQ0225.an estimated accuracy of +/- 6 seconds.
 KQ0225
 KQ0225.The orthometric height was determined by differential leveling
 KQ0225.and adjusted by the National Geodetic Survey in June 1991..
 KQ0225
 KQ0225.The geoid height was determined by GEOID03.
 KQ0225
 KQ0225.The dynamic height is computed by dividing the NAVD 88
 KQ0225.geopotential number by the normal gravity value computed on the
 KQ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0225.degrees latitude (g = 980.6199 gals.).
 KQ0225
 KQ0225.The modeled gravity was interpolated from observed gravity values.
 KQ0225
 KQ0225;                    North         East    Units  Estimated Accuracy
 KQ0225;SPC NV C     - 6,523,840.      454,760.      MT  (+/- 180 meters Scaled)
 KQ0225
 KQ0225                          SUPERSEDED SURVEY CONTROL
 KQ0225
 KQ0225  NGVD 29 (??/??/92) 1743.879  (m)         5721.38   (f) ADJ UNCH    1 2
 KQ0225
 KQ0225.Superseded values are not recommended for survey control.
 KQ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0225.See file dsdata.txt to determine how the superseded data were derived.
 KQ0225
 KQ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD834688(NAD 83)
 KQ0225_MARKER: DB = BENCH MARK DISK
 KQ0225_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KQ0225_STAMPING: D 384 1955
 KQ0225_MARK LOGO: CGS   
 KQ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0225+STABILITY: SURFACE MOTION
 KQ0225
 KQ0225  HISTORY     - Date     Condition        Report By
 KQ0225  HISTORY     - 1955     MONUMENTED       CGS
 KQ0225  HISTORY     - 1985     POOR             NGS
 KQ0225
 KQ0225                          STATION DESCRIPTION
 KQ0225
 KQ0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0225'7.6 MI SW FROM AUSTIN.
 KQ0225'6.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0225'AT AUSTIN, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD, AT THE AUSTIN
 KQ0225'AIRPORT (INACTIVE), AT A BRICK BUILDING HOUSING A GENERATOR AND
 KQ0225'SWITCHBOARD, SET VERTICALLY IN THE EAST BRICK WALL, 0.8 FOOT NORTH OF
 KQ0225'THE SOUTHEAST CORNER OF THE BUILDING, AND 1.5 FEET ABOVE THE GROUND.
 KQ0225
 KQ0225                          STATION RECOVERY (1985)
 KQ0225
 KQ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0225'RECOVERED IN POOR CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 KQ0225'NEW ROUTE TO BM FOLLOWS.  5.1 KM (3.2 MI) WEST ALONG US HIGHWAY 50
 KQ0225'FROM THE COUNTY COURTHOUSE AT AUSTIN, THENCE 7.05 KM (4.38 MI)
 KQ0225'SOUTHWEST ALONG STATE HIGHWAY 722, THENCE 0.9 KM (0.55 MI) NORTHWEST
 KQ0225'ALONG A DIRT ROAD.  NOTE-DISK IS LOOSE, USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0312 ***********************************************************************
 KQ0312  DESIGNATION -  D 385
 KQ0312  PID         -  KQ0312
 KQ0312  STATE/COUNTY-  NV/LANDER
 KQ0312  USGS QUAD   -  CARROLL SUMMIT (1969)
 KQ0312
 KQ0312                         *CURRENT SURVEY CONTROL
 KQ0312  ___________________________________________________________________
 KQ0312* NAD 83(1986)-  39 15 55.     (N)    117 42 19.     (W)     SCALED    
 KQ0312* NAVD 88     -      2137.656  (meters)    7013.29   (feet)  ADJUSTED  
 KQ0312  ___________________________________________________________________
 KQ0312  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 KQ0312  DYNAMIC HT  -        2135.381 (meters)    7005.83  (feet)  COMP
 KQ0312  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 KQ0312
 KQ0312  VERT ORDER  -  FIRST     CLASS II
 KQ0312
 KQ0312.The horizontal coordinates were scaled from a topographic map and have
 KQ0312.an estimated accuracy of +/- 6 seconds.
 KQ0312
 KQ0312.The orthometric height was determined by differential leveling
 KQ0312.and adjusted by the National Geodetic Survey in June 1991..
 KQ0312
 KQ0312.The geoid height was determined by GEOID03.
 KQ0312
 KQ0312.The dynamic height is computed by dividing the NAVD 88
 KQ0312.geopotential number by the normal gravity value computed on the
 KQ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0312.degrees latitude (g = 980.6199 gals.).
 KQ0312
 KQ0312.The modeled gravity was interpolated from observed gravity values.
 KQ0312
 KQ0312;                    North         East    Units  Estimated Accuracy
 KQ0312;SPC NV C     - 6,501,560.      410,370.      MT  (+/- 180 meters Scaled)
 KQ0312
 KQ0312                          SUPERSEDED SURVEY CONTROL
 KQ0312
 KQ0312  NGVD 29 (??/??/92) 2136.340  (m)         7008.98   (f) ADJ UNCH    1 2
 KQ0312
 KQ0312.Superseded values are not recommended for survey control.
 KQ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0312.See file dsdata.txt to determine how the superseded data were derived.
 KQ0312
 KQ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD391464(NAD 83)
 KQ0312_MARKER: DB = BENCH MARK DISK
 KQ0312_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KQ0312_STAMPING: D 385 1955
 KQ0312_MARK LOGO: CGS   
 KQ0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0312+STABILITY: SURFACE MOTION
 KQ0312
 KQ0312  HISTORY     - Date     Condition        Report By
 KQ0312  HISTORY     - 1955     MONUMENTED       CGS
 KQ0312  HISTORY     - 1984     GOOD             NGS
 KQ0312
 KQ0312                          STATION DESCRIPTION
 KQ0312
 KQ0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0312'1.4 MI E FROM CARROLL SUMMIT.
 KQ0312'1.4 MILES EAST ALONG U.S. HIGHWAY 50 FROM CARROLL SUMMIT, AT 18-INCH
 KQ0312'CORRUGATED METAL PIPE CULVERT A 77 + 11, IN THE TOP OF THE SOUTHWEST
 KQ0312'END OF THE NORTHWEST CONCRETE HEAD WALL, 16.4 FEET NORTHWEST OF THE
 KQ0312'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 KQ0312
 KQ0312                          STATION RECOVERY (1984)
 KQ0312
 KQ0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0312'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0312'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0075 ***********************************************************************
 KR0075  DESIGNATION -  D 386
 KR0075  PID         -  KR0075
 KR0075  STATE/COUNTY-  NV/CHURCHILL
 KR0075  USGS QUAD   -  DRUMM SUMMIT (1972)
 KR0075
 KR0075                         *CURRENT SURVEY CONTROL
 KR0075  ___________________________________________________________________
 KR0075* NAD 83(1986)-  39 20 00.     (N)    118 08 49.     (W)     SCALED    
 KR0075* NAVD 88     -      1292.299  (meters)    4239.82   (feet)  ADJUSTED  
 KR0075  ___________________________________________________________________
 KR0075  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 KR0075  DYNAMIC HT  -        1291.134 (meters)    4236.00  (feet)  COMP
 KR0075  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 KR0075
 KR0075  VERT ORDER  -  FIRST     CLASS II
 KR0075
 KR0075.The horizontal coordinates were scaled from a topographic map and have
 KR0075.an estimated accuracy of +/- 6 seconds.
 KR0075
 KR0075.The orthometric height was determined by differential leveling
 KR0075.and adjusted by the National Geodetic Survey in June 1991..
 KR0075
 KR0075.The geoid height was determined by GEOID03.
 KR0075
 KR0075.The dynamic height is computed by dividing the NAVD 88
 KR0075.geopotential number by the normal gravity value computed on the
 KR0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0075.degrees latitude (g = 980.6199 gals.).
 KR0075
 KR0075.The modeled gravity was interpolated from observed gravity values.
 KR0075
 KR0075;                    North         East    Units  Estimated Accuracy
 KR0075;SPC NV W     - 4,508,690.      837,620.      MT  (+/- 180 meters Scaled)
 KR0075
 KR0075                          SUPERSEDED SURVEY CONTROL
 KR0075
 KR0075  NGVD 29 (??/??/92) 1291.234  (m)         4236.32   (f) ADJ UNCH    1 2
 KR0075
 KR0075.Superseded values are not recommended for survey control.
 KR0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0075.See file dsdata.txt to determine how the superseded data were derived.
 KR0075
 KR0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD011543(NAD 83)
 KR0075_MARKER: DB = BENCH MARK DISK
 KR0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0075_STAMPING: D 386 1955
 KR0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0075+STABILITY: SURFACE MOTION
 KR0075
 KR0075  HISTORY     - Date     Condition        Report By
 KR0075  HISTORY     - 1955     MONUMENTED       CGS
 KR0075  HISTORY     - 1972     GOOD             USGS
 KR0075
 KR0075                          STATION DESCRIPTION
 KR0075
 KR0075'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KR0075'9.3 MI NE FROM FRENCHMEN STATION.
 KR0075'5.8 MI. EAST ALONG US HWY 50 FROM THE SERVICE STATION AT FRENCHMEN
 KR0075'STATION, THENCE 1.3 MI. NORTH (TOWARDS DIXIE VALLEY) ALONG THE NEW
 KR0075'COUNTY GRADED ROAD WHERE IT CROSSES THE OLD COUNTY RD, THENCE 1.5 MI.
 KR0075'NORTHEAST ALONG OLD COUNTY RD. TO RD. FORKS, THENCE 0.7 MI. NORTH
 KR0075'(LEFT FORK ALONG OLD COUNTY RD.) TO BENCH MARK.  AT THE TOP OF A SMALL
 KR0075'RISE, 50 FT. EAST AND 0.6 FT. ABOVE THE CENTERLINE OF THE ROAD, 1.0
 KR0075'FT. NORTH OF A METAL WITNESS POST.  SET IN THE TOP OF A CONCRETE POST
 KR0075'WHICH PROJECTS ABOUT 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0012 ***********************************************************************
 KR0012  DESIGNATION -  D 387
 KR0012  PID         -  KR0012
 KR0012  STATE/COUNTY-  NV/CHURCHILL
 KR0012  USGS QUAD   -  I X L CANYON (1980)
 KR0012
 KR0012                         *CURRENT SURVEY CONTROL
 KR0012  ___________________________________________________________________
 KR0012* NAD 83(1986)-  39 38 40.     (N)    118 09 04.     (W)     SCALED    
 KR0012* NAVD 88     -      1077.203  (meters)    3534.12   (feet)  ADJUSTED  
 KR0012  ___________________________________________________________________
 KR0012  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 KR0012  DYNAMIC HT  -        1076.298 (meters)    3531.15  (feet)  COMP
 KR0012  MODELED GRAV-     979,750.4   (mgal)                       NAVD 88
 KR0012
 KR0012  VERT ORDER  -  FIRST     CLASS II
 KR0012
 KR0012.The horizontal coordinates were scaled from a topographic map and have
 KR0012.an estimated accuracy of +/- 6 seconds.
 KR0012
 KR0012.The orthometric height was determined by differential leveling
 KR0012.and adjusted by the National Geodetic Survey in June 1991..
 KR0012
 KR0012.The geoid height was determined by GEOID03.
 KR0012
 KR0012.The dynamic height is computed by dividing the NAVD 88
 KR0012.geopotential number by the normal gravity value computed on the
 KR0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0012.degrees latitude (g = 980.6199 gals.).
 KR0012
 KR0012.The modeled gravity was interpolated from observed gravity values.
 KR0012
 KR0012;                    North         East    Units  Estimated Accuracy
 KR0012;SPC NV W     - 4,543,230.      837,100.      MT  (+/- 180 meters Scaled)
 KR0012
 KR0012                          SUPERSEDED SURVEY CONTROL
 KR0012
 KR0012  NGVD 29 (??/??/92) 1076.245  (m)         3530.98   (f) ADJ UNCH    1 2
 KR0012
 KR0012.Superseded values are not recommended for survey control.
 KR0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0012.See file dsdata.txt to determine how the superseded data were derived.
 KR0012
 KR0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD012889(NAD 83)
 KR0012_MARKER: DB = BENCH MARK DISK
 KR0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0012_STAMPING: D 387 1955
 KR0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0012+STABILITY: SURFACE MOTION
 KR0012
 KR0012  HISTORY     - Date     Condition        Report By
 KR0012  HISTORY     - 1955     MONUMENTED       CGS
 KR0012  HISTORY     - 1958     GOOD             NGS
 KR0012
 KR0012                          STATION DESCRIPTION
 KR0012
 KR0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0012'31.0 MI N FROM FRENCHMAN STATION.
 KR0012'5.0 MILES EAST ALONG U. S. HIGHWAY 50 FROM FRENCHMAN STATION, THENCE
 KR0012'26.0 MILES NORTH ALONG A COUNTY GRADED ROAD LEADING TO DIXIE VALLEY,
 KR0012'209 FEET SOUTH OF THE CENTER OF THE Y JUNCTION OF A TRACK ROAD LEADING
 KR0012'SOUTHWEST, 152 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD, 43
 KR0012'1/2 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD, 19 FEET SOUTH OF
 KR0012'THE APPROXIMATE CENTER OF A DRY WASH, 2.0 FEET EAST OF A WITNESS POST,
 KR0012'ABOUT 1/2 FOOT HIGHER THAN THE COUNTY ROAD, AND SET IN THE TOP OF A
 KR0012'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KR0012
 KR0012                          STATION RECOVERY (1958)
 KR0012
 KR0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KR0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0044 ***********************************************************************
 KR0044  DESIGNATION -  D 389
 KR0044  PID         -  KR0044
 KR0044  STATE/COUNTY-  NV/CHURCHILL
 KR0044  USGS QUAD   -  FOXTAIL LAKE (1982)
 KR0044
 KR0044                         *CURRENT SURVEY CONTROL
 KR0044  ___________________________________________________________________
 KR0044* NAD 83(1986)-  39 33 44.     (N)    118 23 53.     (W)     SCALED    
 KR0044* NAVD 88     -      1203.770  (meters)    3949.37   (feet)  ADJUSTED  
 KR0044  ___________________________________________________________________
 KR0044  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 KR0044  DYNAMIC HT  -        1202.736 (meters)    3945.98  (feet)  COMP
 KR0044  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 KR0044
 KR0044  VERT ORDER  -  FIRST     CLASS II
 KR0044
 KR0044.The horizontal coordinates were scaled from a topographic map and have
 KR0044.an estimated accuracy of +/- 6 seconds.
 KR0044
 KR0044.The orthometric height was determined by differential leveling
 KR0044.and adjusted by the National Geodetic Survey in June 1991..
 KR0044
 KR0044.The geoid height was determined by GEOID03.
 KR0044
 KR0044.The dynamic height is computed by dividing the NAVD 88
 KR0044.geopotential number by the normal gravity value computed on the
 KR0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0044.degrees latitude (g = 980.6199 gals.).
 KR0044
 KR0044.The modeled gravity was interpolated from observed gravity values.
 KR0044
 KR0044;                    North         East    Units  Estimated Accuracy
 KR0044;SPC NV W     - 4,534,030.      815,920.      MT  (+/- 180 meters Scaled)
 KR0044
 KR0044                          SUPERSEDED SURVEY CONTROL
 KR0044
 KR0044  NGVD 29 (??/??/92) 1202.81   (m)         3946.2    (f) COMPUTED    1 2
 KR0044
 KR0044.Superseded values are not recommended for survey control.
 KR0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0044.See file dsdata.txt to determine how the superseded data were derived.
 KR0044
 KR0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD799801(NAD 83)
 KR0044_MARKER: DB = BENCH MARK DISK
 KR0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0044_STAMPING: D 389 1955
 KR0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0044+STABILITY: SURFACE MOTION
 KR0044
 KR0044  HISTORY     - Date     Condition        Report By
 KR0044  HISTORY     - 1955     MONUMENTED       CGS
 KR0044
 KR0044                          STATION DESCRIPTION
 KR0044
 KR0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0044'7.5 MI SW FROM DESERT WELL.
 KR0044'0.3 MILE SOUTH ALONG A TRACK ROAD FROM DESERT WELL, THENCE 7.2 MILES
 KR0044'SOUTHWEST ALONG A COUNTY GRADED ROAD, 46 FEET NORTHEAST OF THE
 KR0044'APPROXIMATE CENTER OF A SMALL DRY WASH, 41 1/2 FEET SOUTH OF A SMALL
 KR0044'DRY WASH FROM THE SOUTHEAST EDGE OF THE ROAD, 39 1/2 FEET SOUTHEAST OF
 KR0044'THE CENTER LINE OF THE ROAD, 2.6 FEET NORTHWEST OF A WITNESS POST,
 KR0044'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 KR0044'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0241 ***********************************************************************
 MT0241  DESIGNATION -  D 39
 MT0241  PID         -  MT0241
 MT0241  STATE/COUNTY-  NV/ELKO
 MT0241  USGS QUAD   -  MELANDCO (1980)
 MT0241
 MT0241                         *CURRENT SURVEY CONTROL
 MT0241  ___________________________________________________________________
 MT0241* NAD 83(1986)-  41 22 28.     (N)    114 52 09.     (W)     SCALED    
 MT0241* NAVD 88     -      1867.167  (meters)    6125.86   (feet)  ADJUSTED  
 MT0241  ___________________________________________________________________
 MT0241  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 MT0241  DYNAMIC HT  -        1865.655 (meters)    6120.90  (feet)  COMP
 MT0241  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 MT0241
 MT0241  VERT ORDER  -  SECOND    CLASS 0
 MT0241
 MT0241.The horizontal coordinates were scaled from a topographic map and have
 MT0241.an estimated accuracy of +/- 6 seconds.
 MT0241
 MT0241.The orthometric height was determined by differential leveling
 MT0241.and adjusted by the National Geodetic Survey in June 1991..
 MT0241.WARNING-Repeat measurements at this control monument indicate possible
 MT0241.vertical movement.
 MT0241
 MT0241.The geoid height was determined by GEOID03.
 MT0241
 MT0241.The dynamic height is computed by dividing the NAVD 88
 MT0241.geopotential number by the normal gravity value computed on the
 MT0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0241.degrees latitude (g = 980.6199 gals.).
 MT0241
 MT0241.The modeled gravity was interpolated from observed gravity values.
 MT0241
 MT0241;                    North         East    Units  Estimated Accuracy
 MT0241;SPC NV E     - 8,735,470.      259,740.      MT  (+/- 180 meters Scaled)
 MT0241
 MT0241                          SUPERSEDED SURVEY CONTROL
 MT0241
 MT0241  NGVD 29 (??/??/92) 1865.952  (m)         6121.88   (f) ADJ UNCH    2 0
 MT0241
 MT0241.Superseded values are not recommended for survey control.
 MT0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0241.See file dsdata.txt to determine how the superseded data were derived.
 MT0241
 MT0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF781825(NAD 83)
 MT0241_MARKER: DB = BENCH MARK DISK
 MT0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0241_STAMPING: D 39 1934
 MT0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0241+STABILITY: SURFACE MOTION
 MT0241
 MT0241  HISTORY     - Date     Condition        Report By
 MT0241  HISTORY     - 1934     MONUMENTED       CGS
 MT0241  HISTORY     - 1958     POOR             NGS
 MT0241
 MT0241                          STATION DESCRIPTION
 MT0241
 MT0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0241'9.8 MI N FROM MELANDCO.
 MT0241'9.8 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE WATER
 MT0241'TANK AT MELANDCO, ELKO COUNTY, 57 FEET WEST OF MILEPOST 99, 102 FEET
 MT0241'WEST OF THE CENTERLINE OF THE TRACK, 2 FEET WEST OF THE RIGHT-OF-WAY
 MT0241'FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0101 ***********************************************************************
 KQ0101  DESIGNATION -  D 390
 KQ0101  PID         -  KQ0101
 KQ0101  STATE/COUNTY-  NV/LANDER
 KQ0101  USGS QUAD   -  BIRCH CREEK RANCH (1989)
 KQ0101
 KQ0101                         *CURRENT SURVEY CONTROL
 KQ0101  ___________________________________________________________________
 KQ0101* NAD 83(1986)-  39 22 12.     (N)    116 58 02.     (W)     SCALED    
 KQ0101* NAVD 88     -      1808.613  (meters)    5933.76   (feet)  ADJUSTED  
 KQ0101  ___________________________________________________________________
 KQ0101  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 KQ0101  DYNAMIC HT  -        1806.759 (meters)    5927.68  (feet)  COMP
 KQ0101  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 KQ0101
 KQ0101  VERT ORDER  -  SECOND    CLASS 0
 KQ0101
 KQ0101.The horizontal coordinates were scaled from a topographic map and have
 KQ0101.an estimated accuracy of +/- 6 seconds.
 KQ0101
 KQ0101.The orthometric height was determined by differential leveling
 KQ0101.and adjusted by the National Geodetic Survey in June 1991..
 KQ0101
 KQ0101.The geoid height was determined by GEOID03.
 KQ0101
 KQ0101.The dynamic height is computed by dividing the NAVD 88
 KQ0101.geopotential number by the normal gravity value computed on the
 KQ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0101.degrees latitude (g = 980.6199 gals.).
 KQ0101
 KQ0101.The modeled gravity was interpolated from observed gravity values.
 KQ0101
 KQ0101;                    North         East    Units  Estimated Accuracy
 KQ0101;SPC NV C     - 6,512,720.      474,100.      MT  (+/- 180 meters Scaled)
 KQ0101
 KQ0101                          SUPERSEDED SURVEY CONTROL
 KQ0101
 KQ0101  NGVD 29 (??/??/92) 1807.354  (m)         5929.63   (f) ADJ UNCH    2 0
 KQ0101
 KQ0101.Superseded values are not recommended for survey control.
 KQ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0101.See file dsdata.txt to determine how the superseded data were derived.
 KQ0101
 KQ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND028578(NAD 83)
 KQ0101_MARKER: DB = BENCH MARK DISK
 KQ0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0101_STAMPING: D 390 1955
 KQ0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0101+STABILITY: SURFACE MOTION
 KQ0101
 KQ0101  HISTORY     - Date     Condition        Report By
 KQ0101  HISTORY     - 1955     MONUMENTED       CGS
 KQ0101
 KQ0101                          STATION DESCRIPTION
 KQ0101
 KQ0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0101'14.0 MI SE FROM AUSTIN.
 KQ0101'11.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0101'AT AUSTIN, THENCE 2.9 MILES SOUTHWEST ALONG A GRAVELED ROAD (FORMER
 KQ0101'STATE HIGHWAY 8 A), 1.0 MILE NORTHEAST OF BIRCH CREEK RANCH, 0.2 MILE
 KQ0101'NORTHEAST OF THE INTERSECTION OF A NORTHWEST-SOUTHEAST GRAVELED ROAD,
 KQ0101'220 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A TELEPHONE POLE, 25
 KQ0101'FEET NORTHWEST OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD, 2.2
 KQ0101'FEET SOUTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE
 KQ0101'NORTHEAST-SOUTHWEST ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KQ0101'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0199 ***********************************************************************
 MU0199  DESIGNATION -  D 391
 MU0199  PID         -  MU0199
 MU0199  STATE/COUNTY-  NV/HUMBOLDT
 MU0199  USGS QUAD   -  STAR VALLEY RIDGE SW (1973)
 MU0199
 MU0199                         *CURRENT SURVEY CONTROL
 MU0199  ___________________________________________________________________
 MU0199* NAD 83(1986)-  41 49 22.     (N)    117 00 02.     (W)     SCALED    
 MU0199* NAVD 88     -      1624.525  (meters)    5329.80   (feet)  ADJUSTED  
 MU0199  ___________________________________________________________________
 MU0199  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 MU0199  DYNAMIC HT  -        1623.351 (meters)    5325.94  (feet)  COMP
 MU0199  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 MU0199
 MU0199  VERT ORDER  -  SECOND    CLASS 0
 MU0199
 MU0199.The horizontal coordinates were scaled from a topographic map and have
 MU0199.an estimated accuracy of +/- 6 seconds.
 MU0199
 MU0199.The orthometric height was determined by differential leveling
 MU0199.and adjusted by the National Geodetic Survey in June 1991..
 MU0199
 MU0199.The geoid height was determined by GEOID03.
 MU0199
 MU0199.The dynamic height is computed by dividing the NAVD 88
 MU0199.geopotential number by the normal gravity value computed on the
 MU0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0199.degrees latitude (g = 980.6199 gals.).
 MU0199
 MU0199.The modeled gravity was interpolated from observed gravity values.
 MU0199
 MU0199;                    North         East    Units  Estimated Accuracy
 MU0199;SPC NV W     - 4,786,230.      931,490.      MT  (+/- 180 meters Scaled)
 MU0199
 MU0199                          SUPERSEDED SURVEY CONTROL
 MU0199
 MU0199  NGVD 29 (??/??/92) 1623.407  (m)         5326.13   (f) ADJ UNCH    2 0
 MU0199
 MU0199.Superseded values are not recommended for survey control.
 MU0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0199.See file dsdata.txt to determine how the superseded data were derived.
 MU0199
 MU0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG999301(NAD 83)
 MU0199_MARKER: DB = BENCH MARK DISK
 MU0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0199_STAMPING: D 391 1963
 MU0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0199+STABILITY: SURFACE MOTION
 MU0199
 MU0199  HISTORY     - Date     Condition        Report By
 MU0199  HISTORY     - 1963     MONUMENTED       CGS
 MU0199
 MU0199                          STATION DESCRIPTION
 MU0199
 MU0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0199'44.85 MI NW FROM I L RANCH.
 MU0199'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0199'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 18.9 MILES NORTHWEST
 MU0199'ALONG A DIRT ROAD, THENCE 2.5 MILES NORTHWEST ALONG A DIRT ROAD,
 MU0199'THENCE 6.0 MILES WEST ALONG A TRACK ROAD, 57 FEET NORTH OF THE CENTER
 MU0199'LINE OF THE ROAD, 2.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL
 MU0199'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 MU0199'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0148 ***********************************************************************
 MU0148  DESIGNATION -  D 392
 MU0148  PID         -  MU0148
 MU0148  STATE/COUNTY-  NV/ELKO
 MU0148  USGS QUAD   -  DESERT RANCH (1974)
 MU0148
 MU0148                         *CURRENT SURVEY CONTROL
 MU0148  ___________________________________________________________________
 MU0148* NAD 83(1986)-  41 44 14.     (N)    116 36 12.     (W)     SCALED    
 MU0148* NAVD 88     -      1608.010  (meters)    5275.61   (feet)  ADJUSTED  
 MU0148  ___________________________________________________________________
 MU0148  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 MU0148  DYNAMIC HT  -        1606.829 (meters)    5271.74  (feet)  COMP
 MU0148  MODELED GRAV-     979,831.3   (mgal)                       NAVD 88
 MU0148
 MU0148  VERT ORDER  -  SECOND    CLASS 0
 MU0148
 MU0148.The horizontal coordinates were scaled from a topographic map and have
 MU0148.an estimated accuracy of +/- 6 seconds.
 MU0148
 MU0148.The orthometric height was determined by differential leveling
 MU0148.and adjusted by the National Geodetic Survey in June 1991..
 MU0148
 MU0148.The geoid height was determined by GEOID03.
 MU0148
 MU0148.The dynamic height is computed by dividing the NAVD 88
 MU0148.geopotential number by the normal gravity value computed on the
 MU0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0148.degrees latitude (g = 980.6199 gals.).
 MU0148
 MU0148.The modeled gravity was interpolated from observed gravity values.
 MU0148
 MU0148;                    North         East    Units  Estimated Accuracy
 MU0148;SPC NV E     - 8,776,020.      115,150.      MT  (+/- 180 meters Scaled)
 MU0148
 MU0148                          SUPERSEDED SURVEY CONTROL
 MU0148
 MU0148  NGVD 29 (??/??/92) 1606.892  (m)         5271.94   (f) ADJ UNCH    2 0
 MU0148
 MU0148.Superseded values are not recommended for survey control.
 MU0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0148.See file dsdata.txt to determine how the superseded data were derived.
 MU0148
 MU0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG329206(NAD 83)
 MU0148_MARKER: DB = BENCH MARK DISK
 MU0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0148_STAMPING: D 392 1963
 MU0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0148+STABILITY: SURFACE MOTION
 MU0148
 MU0148  HISTORY     - Date     Condition        Report By
 MU0148  HISTORY     - 1963     MONUMENTED       CGS
 MU0148
 MU0148                          STATION DESCRIPTION
 MU0148
 MU0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0148'20.5 MI NW FROM I L RANCH.
 MU0148'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0148'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 3.05 MILES NORTHWEST
 MU0148'ALONG A DIRT ROAD, 51 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.4
 MU0148'FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 MU0148'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0079 ***********************************************************************
 MU0079  DESIGNATION -  D 393
 MU0079  PID         -  MU0079
 MU0079  STATE/COUNTY-  NV/ELKO
 MU0079  USGS QUAD   -  DEEP CREEK (1987)
 MU0079
 MU0079                         *CURRENT SURVEY CONTROL
 MU0079  ___________________________________________________________________
 MU0079* NAD 83(1986)-  41 35 34.     (N)    116 14 56.     (W)     SCALED    
 MU0079* NAVD 88     -      1704.623  (meters)    5592.58   (feet)  ADJUSTED  
 MU0079  ___________________________________________________________________
 MU0079  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 MU0079  DYNAMIC HT  -        1703.287 (meters)    5588.20  (feet)  COMP
 MU0079  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 MU0079
 MU0079  VERT ORDER  -  SECOND    CLASS 0
 MU0079
 MU0079.The horizontal coordinates were scaled from a topographic map and have
 MU0079.an estimated accuracy of +/- 6 seconds.
 MU0079
 MU0079.The orthometric height was determined by differential leveling
 MU0079.and adjusted by the National Geodetic Survey in June 1991..
 MU0079
 MU0079.The geoid height was determined by GEOID03.
 MU0079
 MU0079.The dynamic height is computed by dividing the NAVD 88
 MU0079.geopotential number by the normal gravity value computed on the
 MU0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0079.degrees latitude (g = 980.6199 gals.).
 MU0079
 MU0079.The modeled gravity was interpolated from observed gravity values.
 MU0079
 MU0079;                    North         East    Units  Estimated Accuracy
 MU0079;SPC NV E     - 8,759,690.      144,510.      MT  (+/- 180 meters Scaled)
 MU0079
 MU0079                          SUPERSEDED SURVEY CONTROL
 MU0079
 MU0079  NGVD 29 (??/??/92) 1703.439  (m)         5588.70   (f) ADJ UNCH    2 0
 MU0079
 MU0079.Superseded values are not recommended for survey control.
 MU0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0079.See file dsdata.txt to determine how the superseded data were derived.
 MU0079
 MU0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG626048(NAD 83)
 MU0079_MARKER: DB = BENCH MARK DISK
 MU0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0079_STAMPING: D 393 1963
 MU0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0079+STABILITY: SURFACE MOTION
 MU0079
 MU0079  HISTORY     - Date     Condition        Report By
 MU0079  HISTORY     - 1963     MONUMENTED       CGS
 MU0079
 MU0079                          STATION DESCRIPTION
 MU0079
 MU0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0079'10.85 MI E FROM I L RANCH.
 MU0079'10.85 MILES EAST ALONG A COUNTY ROAD FROM THE I. L. RANCH
 MU0079'HEADQUARTERS, 57.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 95.0
 MU0079'FEET SOUTH AND ACROSS THE ROAD FROM A FENCE, 2.0 FEET NORTH OF A
 MU0079'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MU0079'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0376 ***********************************************************************
 LQ0376  DESIGNATION -  D 394
 LQ0376  PID         -  LQ0376
 LQ0376  STATE/COUNTY-  NV/ELKO
 LQ0376  USGS QUAD   -  JIGGS (1985)
 LQ0376
 LQ0376                         *CURRENT SURVEY CONTROL
 LQ0376  ___________________________________________________________________
 LQ0376* NAD 83(1986)-  40 24 08.     (N)    115 39 37.     (W)     SCALED    
 LQ0376* NAVD 88     -      1717.900  (meters)    5636.14   (feet)  ADJUSTED  
 LQ0376  ___________________________________________________________________
 LQ0376  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 LQ0376  DYNAMIC HT  -        1716.344 (meters)    5631.04  (feet)  COMP
 LQ0376  MODELED GRAV-     979,658.9   (mgal)                       NAVD 88
 LQ0376
 LQ0376  VERT ORDER  -  SECOND    CLASS 0
 LQ0376
 LQ0376.The horizontal coordinates were scaled from a topographic map and have
 LQ0376.an estimated accuracy of +/- 6 seconds.
 LQ0376
 LQ0376.The orthometric height was determined by differential leveling
 LQ0376.and adjusted by the National Geodetic Survey in June 1991..
 LQ0376
 LQ0376.The geoid height was determined by GEOID03.
 LQ0376
 LQ0376.The dynamic height is computed by dividing the NAVD 88
 LQ0376.geopotential number by the normal gravity value computed on the
 LQ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0376.degrees latitude (g = 980.6199 gals.).
 LQ0376
 LQ0376.The modeled gravity was interpolated from observed gravity values.
 LQ0376
 LQ0376;                    North         East    Units  Estimated Accuracy
 LQ0376;SPC NV E     - 8,627,270.      193,470.      MT  (+/- 180 meters Scaled)
 LQ0376
 LQ0376                          SUPERSEDED SURVEY CONTROL
 LQ0376
 LQ0376  NGVD 29 (??/??/92) 1716.765  (m)         5632.42   (f) ADJ UNCH    2 0
 LQ0376
 LQ0376.Superseded values are not recommended for survey control.
 LQ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0376.See file dsdata.txt to determine how the superseded data were derived.
 LQ0376
 LQ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE136732(NAD 83)
 LQ0376_MARKER: DB = BENCH MARK DISK
 LQ0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0376_SP_SET: ABUTMENT
 LQ0376_STAMPING: D 394 1963
 LQ0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0376
 LQ0376  HISTORY     - Date     Condition        Report By
 LQ0376  HISTORY     - 1963     MONUMENTED       CGS
 LQ0376
 LQ0376                          STATION DESCRIPTION
 LQ0376
 LQ0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0376'1.8 MI S FROM JIGGS.
 LQ0376'1.8 MILES SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0376'JIGGS, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A
 LQ0376'CATTLE GUARD, 8 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LQ0376'0.5 FOOT SOUTHWEST OF THE SOUTH CORNER OF THE STEEL GRATING, ABOUT 1
 LQ0376'FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0319 ***********************************************************************
 LQ0319  DESIGNATION -  D 395
 LQ0319  PID         -  LQ0319
 LQ0319  STATE/COUNTY-  NV/ELKO
 LQ0319  USGS QUAD   -  FRANKLIN LAKE SE (1980)
 LQ0319
 LQ0319                         *CURRENT SURVEY CONTROL
 LQ0319  ___________________________________________________________________
 LQ0319* NAD 83(1986)-  40 20 06.     (N)    115 17 12.     (W)     SCALED    
 LQ0319* NAVD 88     -      1845.377  (meters)    6054.37   (feet)  ADJUSTED  
 LQ0319  ___________________________________________________________________
 LQ0319  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 LQ0319  DYNAMIC HT  -        1843.632 (meters)    6048.65  (feet)  COMP
 LQ0319  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 LQ0319
 LQ0319  VERT ORDER  -  SECOND    CLASS 0
 LQ0319
 LQ0319.The horizontal coordinates were scaled from a topographic map and have
 LQ0319.an estimated accuracy of +/- 6 seconds.
 LQ0319
 LQ0319.The orthometric height was determined by differential leveling
 LQ0319.and adjusted by the National Geodetic Survey in June 1991..
 LQ0319
 LQ0319.The geoid height was determined by GEOID03.
 LQ0319
 LQ0319.The dynamic height is computed by dividing the NAVD 88
 LQ0319.geopotential number by the normal gravity value computed on the
 LQ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0319.degrees latitude (g = 980.6199 gals.).
 LQ0319
 LQ0319.The modeled gravity was interpolated from observed gravity values.
 LQ0319
 LQ0319;                    North         East    Units  Estimated Accuracy
 LQ0319;SPC NV E     - 8,619,850.      225,210.      MT  (+/- 180 meters Scaled)
 LQ0319
 LQ0319                          SUPERSEDED SURVEY CONTROL
 LQ0319
 LQ0319  NGVD 29 (??/??/92) 1844.177  (m)         6050.44   (f) ADJ UNCH    2 0
 LQ0319
 LQ0319.Superseded values are not recommended for survey control.
 LQ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0319.See file dsdata.txt to determine how the superseded data were derived.
 LQ0319
 LQ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE455663(NAD 83)
 LQ0319_MARKER: DB = BENCH MARK DISK
 LQ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0319_STAMPING: D 395 1963
 LQ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0319+STABILITY: SURFACE MOTION
 LQ0319
 LQ0319  HISTORY     - Date     Condition        Report By
 LQ0319  HISTORY     - 1963     MONUMENTED       CGS
 LQ0319
 LQ0319                          STATION DESCRIPTION
 LQ0319
 LQ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0319'18.6 MI SE FROM RUBY VALLEY.
 LQ0319'8.0 MILES SOUTH ALONG A ROAD FROM THE ROCK HOUSE RANCH AT RUBY VALLEY,
 LQ0319'THENCE 10.6 MILES EAST AND NORTHEAST ALONG A ROAD, 105 FEET NORTHEAST
 LQ0319'OF THE SOUTHEAST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT, 25
 LQ0319'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTHWEST OF A
 LQ0319'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 LQ0319'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0228 ***********************************************************************
 LQ0228  DESIGNATION -  D 396
 LQ0228  PID         -  LQ0228
 LQ0228  STATE/COUNTY-  NV/ELKO
 LQ0228  USGS QUAD   -  PALOMINO WELL (1984)
 LQ0228
 LQ0228                         *CURRENT SURVEY CONTROL
 LQ0228  ___________________________________________________________________
 LQ0228* NAD 83(1986)-  40 25 04.     (N)    114 59 35.     (W)     SCALED    
 LQ0228* NAVD 88     -      1839.585  (meters)    6035.37   (feet)  ADJUSTED  
 LQ0228  ___________________________________________________________________
 LQ0228  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 LQ0228  DYNAMIC HT  -        1837.881 (meters)    6029.78  (feet)  COMP
 LQ0228  MODELED GRAV-     979,633.5   (mgal)                       NAVD 88
 LQ0228
 LQ0228  VERT ORDER  -  SECOND    CLASS 0
 LQ0228
 LQ0228.The horizontal coordinates were scaled from a topographic map and have
 LQ0228.an estimated accuracy of +/- 6 seconds.
 LQ0228
 LQ0228.The orthometric height was determined by differential leveling
 LQ0228.and adjusted by the National Geodetic Survey in June 1991..
 LQ0228
 LQ0228.The geoid height was determined by GEOID03.
 LQ0228
 LQ0228.The dynamic height is computed by dividing the NAVD 88
 LQ0228.geopotential number by the normal gravity value computed on the
 LQ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0228.degrees latitude (g = 980.6199 gals.).
 LQ0228
 LQ0228.The modeled gravity was interpolated from observed gravity values.
 LQ0228
 LQ0228;                    North         East    Units  Estimated Accuracy
 LQ0228;SPC NV E     - 8,629,170.      250,090.      MT  (+/- 180 meters Scaled)
 LQ0228
 LQ0228                          SUPERSEDED SURVEY CONTROL
 LQ0228
 LQ0228  NGVD 29 (??/??/92) 1838.409  (m)         6031.51   (f) ADJ UNCH    2 0
 LQ0228
 LQ0228.Superseded values are not recommended for survey control.
 LQ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0228.See file dsdata.txt to determine how the superseded data were derived.
 LQ0228
 LQ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE702760(NAD 83)
 LQ0228_MARKER: DB = BENCH MARK DISK
 LQ0228_SETTING: 80 = SET IN A BOULDER
 LQ0228_SP_SET: BOULDER
 LQ0228_STAMPING: D 396 1963
 LQ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0228+STABILITY: SURFACE MOTION
 LQ0228
 LQ0228  HISTORY     - Date     Condition        Report By
 LQ0228  HISTORY     - 1963     MONUMENTED       CGS
 LQ0228
 LQ0228                          STATION DESCRIPTION
 LQ0228
 LQ0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0228'18.95 MI NW FROM CURRIE.
 LQ0228'4.95 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE RAILROAD CROSSING
 LQ0228'AT CURRIE, THENCE 14.0 MILES NORTHWEST ALONG A ROAD, 0.5 MILE EAST OF
 LQ0228'A SADDLE, IN THE TOP OF A 7- BY 10 1/2-FOOT BOULDER WHICH PROJECTS
 LQ0228'ABOUT 2 FEET ABOVE THE GROUND, 14 FEET SOUTH OF THE CENTER LINE OF THE
 LQ0228'ROAD, 3.3 FEET NORTH OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN
 LQ0228'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0218 ***********************************************************************
 MV0218  DESIGNATION -  D 397
 MV0218  PID         -  MV0218
 MV0218  STATE/COUNTY-  NV/WASHOE
 MV0218  USGS QUAD   -  COLEMAN CANYON (1966)
 MV0218
 MV0218                         *CURRENT SURVEY CONTROL
 MV0218  ___________________________________________________________________
 MV0218* NAD 83(1986)-  41 56 45.     (N)    119 43 50.     (W)     SCALED    
 MV0218* NAVD 88     -      1730.817  (meters)    5678.52   (feet)  ADJUSTED  
 MV0218  ___________________________________________________________________
 MV0218  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 MV0218  DYNAMIC HT  -        1729.557 (meters)    5674.39  (feet)  COMP
 MV0218  MODELED GRAV-     979,832.4   (mgal)                       NAVD 88
 MV0218
 MV0218  VERT ORDER  -  SECOND    CLASS 0
 MV0218
 MV0218.The horizontal coordinates were scaled from a topographic map and have
 MV0218.an estimated accuracy of +/- 6 seconds.
 MV0218
 MV0218.The orthometric height was determined by differential leveling
 MV0218.and adjusted by the National Geodetic Survey in June 1991..
 MV0218
 MV0218.The geoid height was determined by GEOID03.
 MV0218
 MV0218.The dynamic height is computed by dividing the NAVD 88
 MV0218.geopotential number by the normal gravity value computed on the
 MV0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0218.degrees latitude (g = 980.6199 gals.).
 MV0218
 MV0218.The modeled gravity was interpolated from observed gravity values.
 MV0218
 MV0218;                    North         East    Units  Estimated Accuracy
 MV0218;SPC NV W     - 4,799,320.      704,880.      MT  (+/- 180 meters Scaled)
 MV0218
 MV0218                          SUPERSEDED SURVEY CONTROL
 MV0218
 MV0218  NGVD 29 (??/??/92) 1729.588  (m)         5674.49   (f) ADJ UNCH    2 0
 MV0218
 MV0218.Superseded values are not recommended for survey control.
 MV0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0218.See file dsdata.txt to determine how the superseded data were derived.
 MV0218
 MV0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG736473(NAD 83)
 MV0218_MARKER: DB = BENCH MARK DISK
 MV0218_SETTING: 80 = SET IN A BOULDER
 MV0218_SP_SET: BOULDER
 MV0218_STAMPING: D 397 1965
 MV0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0218+STABILITY: SURFACE MOTION
 MV0218
 MV0218  HISTORY     - Date     Condition        Report By
 MV0218  HISTORY     - 1965     MONUMENTED       CGS
 MV0218
 MV0218                          STATION DESCRIPTION
 MV0218
 MV0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0218'22.1 MI SE FROM ADEL, OR.
 MV0218'2.1 MILES SOUTHWEST ALONG A ROAD FROM THE STORE AT ADEL, THENCE 15.85
 MV0218'MILES SOUTHEAST ALONG A ROAD TO OREGON-NEVADA STATE LINE, THENCE 4.15
 MV0218'MILES SOUTHEAST ALONG NEVADA STATE HIGHWAY 34, 0.9 MILE SOUTHEAST OF A
 MV0218'CATTLEGUARD, 0.3 MILE NORTHWEST OF A POND, IN THE TOP OF A 3- BY
 MV0218'3-FOOT BOULDER PROJECTING ABOUT 3 FEET ABOVE THE GROUND, 54 FEET
 MV0218'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 18 FEET NORTHEAST
 MV0218'OF THE CENTER OF A GULLY, AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0109 ***********************************************************************
 MV0109  DESIGNATION -  D 398
 MV0109  PID         -  MV0109
 MV0109  STATE/COUNTY-  NV/WASHOE
 MV0109  USGS QUAD   -  CATNIP CANYON (1966)
 MV0109
 MV0109                         *CURRENT SURVEY CONTROL
 MV0109  ___________________________________________________________________
 MV0109* NAD 83(1986)-  41 55 43.     (N)    119 24 18.     (W)     SCALED    
 MV0109* NAVD 88     -      1861.819  (meters)    6108.32   (feet)  ADJUSTED  
 MV0109  ___________________________________________________________________
 MV0109  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 MV0109  DYNAMIC HT  -        1860.384 (meters)    6103.61  (feet)  COMP
 MV0109  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 MV0109
 MV0109  VERT ORDER  -  SECOND    CLASS 0
 MV0109
 MV0109.The horizontal coordinates were scaled from a topographic map and have
 MV0109.an estimated accuracy of +/- 6 seconds.
 MV0109
 MV0109.The orthometric height was determined by differential leveling
 MV0109.and adjusted by the National Geodetic Survey in June 1991..
 MV0109
 MV0109.The geoid height was determined by GEOID03.
 MV0109
 MV0109.The dynamic height is computed by dividing the NAVD 88
 MV0109.geopotential number by the normal gravity value computed on the
 MV0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0109.degrees latitude (g = 980.6199 gals.).
 MV0109
 MV0109.The modeled gravity was interpolated from observed gravity values.
 MV0109
 MV0109;                    North         East    Units  Estimated Accuracy
 MV0109;SPC NV W     - 4,797,100.      731,860.      MT  (+/- 180 meters Scaled)
 MV0109
 MV0109                          SUPERSEDED SURVEY CONTROL
 MV0109
 MV0109  NGVD 29 (??/??/92) 1860.542  (m)         6104.13   (f) ADJ UNCH    2 0
 MV0109
 MV0109.Superseded values are not recommended for survey control.
 MV0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0109.See file dsdata.txt to determine how the superseded data were derived.
 MV0109
 MV0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG005446(NAD 83)
 MV0109_MARKER: DB = BENCH MARK DISK
 MV0109_SETTING: 80 = SET IN A BOULDER
 MV0109_SP_SET: BOULDER
 MV0109_STAMPING: D 398 1965
 MV0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0109+STABILITY: SURFACE MOTION
 MV0109
 MV0109  HISTORY     - Date     Condition        Report By
 MV0109  HISTORY     - 1965     MONUMENTED       CGS
 MV0109
 MV0109                          STATION DESCRIPTION
 MV0109
 MV0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0109'10.25 MI SE FROM IXL RANCH.
 MV0109'4.8 MILES SOUTHEAST ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0109'THENCE 5.45 MILES EAST ALONG STATE HIGHWAY 34A, IN THE TOP OF A 5- BY
 MV0109'3-FOOT BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 211 FEET
 MV0109'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 51 FEET NORTH OF A
 MV0109'TELEPHONE POLE, AND ABOUT 15 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1310 ***********************************************************************
 GR1310  DESIGNATION -  D 399
 GR1310  PID         -  GR1310
 GR1310  STATE/COUNTY-  NV/CLARK
 GR1310  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1310
 GR1310                         *CURRENT SURVEY CONTROL
 GR1310  ___________________________________________________________________
 GR1310* NAD 83(1986)-  36 08 38.     (N)    115 09 58.     (W)     SCALED    
 GR1310* NAVD 88     -       630.336  (meters)    2068.03   (feet)  ADJUSTED  
 GR1310  ___________________________________________________________________
 GR1310  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GR1310  DYNAMIC HT  -         629.691 (meters)    2065.91  (feet)  COMP
 GR1310  MODELED GRAV-     979,590.1   (mgal)                       NAVD 88
 GR1310
 GR1310  VERT ORDER  -  FIRST     CLASS II
 GR1310
 GR1310.The horizontal coordinates were scaled from a topographic map and have
 GR1310.an estimated accuracy of +/- 6 seconds.
 GR1310
 GR1310.The orthometric height was determined by differential leveling
 GR1310.and adjusted by the National Geodetic Survey in June 1991..
 GR1310
 GR1310.The geoid height was determined by GEOID03.
 GR1310
 GR1310.The dynamic height is computed by dividing the NAVD 88
 GR1310.geopotential number by the normal gravity value computed on the
 GR1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1310.degrees latitude (g = 980.6199 gals.).
 GR1310
 GR1310.The modeled gravity was interpolated from observed gravity values.
 GR1310
 GR1310;                    North         East    Units  Estimated Accuracy
 GR1310;SPC NV E     - 8,154,720.      237,550.      MT  (+/- 180 meters Scaled)
 GR1310
 GR1310                          SUPERSEDED SURVEY CONTROL
 GR1310
 GR1310.No superseded survey control is available for this station.
 GR1310
 GR1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA649014(NAD 83)
 GR1310_MARKER: DB = BENCH MARK DISK
 GR1310_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GR1310_SP_SET: PIER
 GR1310_STAMPING: D 399 1980
 GR1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1310
 GR1310  HISTORY     - Date     Condition        Report By
 GR1310  HISTORY     - 1980     MONUMENTED       NGS
 GR1310  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GR1310
 GR1310                          STATION DESCRIPTION
 GR1310
 GR1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GR1310'3.5 KM SOUTH FROM LAS VEGAS.
 GR1310'3.5 KILOMETERS (2.2 MILES) SOUTH ALONG THE UNION PACIFIC RAILROAD
 GR1310'FROM THE STATION AT LAS VEGAS, AT RAILROAD MILEAGE 332.05, AT THE
 GR1310'SAHARA AVENUE OVERPASS, SET VERTICALLY IN THE EAST FACE OF THE
 GR1310'NORTH PIER OF THE FIRST ROW OF PIERS WEST OF THE TRACKS, 13.6 METERS
 GR1310'(44.6 FEET) WEST OF THE WEST RAIL OF THE MAIN TRACK AND 1.35 METERS
 GR1310'(4.5 FEET) ABOVE THE GROUND.
 GR1310'THE MARK IS 1.3 M ABOVE THE RAILS.
 GR1310
 GR1310                          STATION RECOVERY (1990)
 GR1310
 GR1310'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR1310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0222 ***********************************************************************
 MT0222  DESIGNATION -  D 4
 MT0222  PID         -  MT0222
 MT0222  STATE/COUNTY-  NV/ELKO
 MT0222  USGS QUAD   -  PEQUOP (1980)
 MT0222
 MT0222                         *CURRENT SURVEY CONTROL
 MT0222  ___________________________________________________________________
 MT0222* NAD 83(1986)-  41 13 01.     (N)    114 35 25.     (W)     SCALED    
 MT0222* NAVD 88     -      1874.383  (meters)    6149.54   (feet)  POSTED    
 MT0222  ___________________________________________________________________
 MT0222  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 MT0222  DYNAMIC HT  -        1872.800 (meters)    6144.34  (feet)  COMP
 MT0222  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 MT0222
 MT0222  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MT0222
 MT0222.The horizontal coordinates were scaled from a topographic map and have
 MT0222.an estimated accuracy of +/- 6 seconds.
 MT0222
 MT0222.The orthometric height was determined by differential leveling
 MT0222.and adjusted by the National Geodetic Survey in 1992..
 MT0222.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MT0222.rate of 1.1 thru 2.0 mm/km.
 MT0222
 MT0222.The geoid height was determined by GEOID03.
 MT0222
 MT0222.The dynamic height is computed by dividing the NAVD 88
 MT0222.geopotential number by the normal gravity value computed on the
 MT0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0222.degrees latitude (g = 980.6199 gals.).
 MT0222
 MT0222.The modeled gravity was interpolated from observed gravity values.
 MT0222
 MT0222;                    North         East    Units  Estimated Accuracy
 MT0222;SPC NV E     - 8,718,210.      283,270.      MT  (+/- 180 meters Scaled)
 MT0222
 MT0222                          SUPERSEDED SURVEY CONTROL
 MT0222
 MT0222  NGVD 29 (??/??/92) 1873.205  (m)         6145.67   (f) ADJ UNCH    1 2
 MT0222
 MT0222.Superseded values are not recommended for survey control.
 MT0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0222.See file dsdata.txt to determine how the superseded data were derived.
 MT0222
 MT0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF020656(NAD 83)
 MT0222_MARKER: Z = SEE DESCRIPTION
 MT0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0222+STABILITY: SURFACE MOTION
 MT0222
 MT0222  HISTORY     - Date     Condition        Report By
 MT0222  HISTORY     - UNK      MONUMENTED       CGS
 MT0222  HISTORY     - 1911     GOOD             NGS
 MT0222  HISTORY     - 1953     MARK NOT FOUND   NGS
 MT0222
 MT0222                          STATION DESCRIPTION
 MT0222
 MT0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1911
 MT0222'IN PEQUOP.
 MT0222'PEQUOP, IN FRONT OF SECTION HANDS QUARTERS, 1 METER NORTH OF MILEPOLE
 MT0222'633, 10 METERS WEST OF SECTION CAR HOUSE NO. 44, IN TOP OF STONE POST.
 MT0222'BOTTOM OF SQUARE HOLE.
 MT0222
 MT0222                          STATION RECOVERY (1953)
 MT0222
 MT0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 MT0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0721 ***********************************************************************
 GS0721  DESIGNATION -  D 4 HN
 GS0721  PID         -  GS0721
 GS0721  STATE/COUNTY-  NV/NYE
 GS0721  USGS QUAD   -  JACKASS FLATS (1983)
 GS0721
 GS0721                         *CURRENT SURVEY CONTROL
 GS0721  ___________________________________________________________________
 GS0721* NAD 83(1986)-  36 47 17.     (N)    116 18 16.     (W)     SCALED    
 GS0721* NAVD 88     -      1035.023  (meters)    3395.74   (feet)  ADJUSTED  
 GS0721  ___________________________________________________________________
 GS0721  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 GS0721  DYNAMIC HT  -        1033.929 (meters)    3392.15  (feet)  COMP
 GS0721  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 GS0721
 GS0721  VERT ORDER  -  FIRST     CLASS I
 GS0721
 GS0721.The horizontal coordinates were scaled from a topographic map and have
 GS0721.an estimated accuracy of +/- 6 seconds.
 GS0721
 GS0721.The orthometric height was determined by differential leveling
 GS0721.and adjusted by the National Geodetic Survey in May 2004..
 GS0721
 GS0721.The geoid height was determined by GEOID03.
 GS0721
 GS0721.The dynamic height is computed by dividing the NAVD 88
 GS0721.geopotential number by the normal gravity value computed on the
 GS0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0721.degrees latitude (g = 980.6199 gals.).
 GS0721
 GS0721.The modeled gravity was interpolated from observed gravity values.
 GS0721
 GS0721;                    North         East    Units  Estimated Accuracy
 GS0721;SPC NV C     - 6,226,170.      532,330.      MT  (+/- 180 meters Scaled)
 GS0721
 GS0721                          SUPERSEDED SURVEY CONTROL
 GS0721
 GS0721  NAVD 88 (??/??/92) 1035.027  (m)         3395.75   (f) UNKNOWN     3 0
 GS0721  NGVD 29 (05/01/91) 1034.149  (m)         3392.87   (f) ADJUSTED    1 1
 GS0721
 GS0721.Superseded values are not recommended for survey control.
 GS0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0721.See file dsdata.txt to determine how the superseded data were derived.
 GS0721
 GS0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA620715(NAD 83)
 GS0721_MARKER: DD = SURVEY DISK
 GS0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0721_SP_SET: CONCRETE POST
 GS0721_STAMPING: H-N BM D4 1956 3392.91
 GS0721_MARK LOGO: AEC   
 GS0721_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0721+STABILITY: SURFACE MOTION
 GS0721
 GS0721  HISTORY     - Date     Condition        Report By
 GS0721  HISTORY     - 1956     MONUMENTED       AEC
 GS0721  HISTORY     - 1983     GOOD             USGS
 GS0721  HISTORY     - 1986     GOOD             USGS
 GS0721  HISTORY     - 1988     GOOD             USGS
 GS0721  HISTORY     - 19910521 GOOD             USGS
 GS0721  HISTORY     - 19930301 GOOD             USGS
 GS0721  HISTORY     - 19950302 GOOD             USGS
 GS0721
 GS0721                          STATION DESCRIPTION
 GS0721
 GS0721'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0721'39.3 KM (24.45 MI) NW FROM MERCURY.
 GS0721'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0721'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0721'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0721'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0721'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0721'STREET 0.5 MILES TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0721'PROCEED WEST 1.1 MILES, 300 FEET NORTH OF THE ROAD.
 GS0721'THE MARK IS 3 FT  S FROM  A 4 BY 4 POST
 GS0721
 GS0721                          STATION RECOVERY (1986)
 GS0721
 GS0721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0721'RECOVERED IN GOOD CONDITION.
 GS0721
 GS0721                          STATION RECOVERY (1988)
 GS0721
 GS0721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0721'RECOVERED IN GOOD CONDITION.
 GS0721
 GS0721                          STATION RECOVERY (1991)
 GS0721
 GS0721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0721'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0721'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0721'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0721'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0721'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0721'STREET 0.5 MILE TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0721'PROCEED WEST 1.1 MILES, 300 FEET NORTH OF THE ROAD.
 GS0721
 GS0721                          STATION RECOVERY (1993)
 GS0721
 GS0721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0721'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0721'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0721'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0721'(34.3 KM) TO A GUARD STATION AT THE INTERSECTION OF ROADS C AND B,
 GS0721'TURN LEFT (SOUTHWEST) ON ROAD B 1.55 MILES (2.49 KM) TO 2ND STREET,
 GS0721'TURN RIGHT (NORTHEAST) ON 2ND STREET 0.5 MILE (0.8 KM) TO A DIRT
 GS0721'ROAD, TURN LEFT ON THE DIRT ROAD AND PROCEED WEST 1.1 MILES (1.8 KM)
 GS0721', 300 FEET (91.4 M) NORTH OF THE ROAD.
 GS0721
 GS0721                          STATION RECOVERY (1995)
 GS0721
 GS0721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0721'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0441 ***********************************************************************
 MT0441  DESIGNATION -  D 40
 MT0441  PID         -  MT0441
 MT0441  STATE/COUNTY-  NV/ELKO
 MT0441  USGS QUAD   -  TWIN BUTTES (1982)
 MT0441
 MT0441                         *CURRENT SURVEY CONTROL
 MT0441  ___________________________________________________________________
 MT0441* NAD 83(1986)-  41 10 32.     (N)    115 17 47.     (W)     SCALED    
 MT0441* NAVD 88     -      1678.539  (meters)    5507.01   (feet)  ADJUSTED  
 MT0441  ___________________________________________________________________
 MT0441  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 MT0441  DYNAMIC HT  -        1677.189 (meters)    5502.58  (feet)  COMP
 MT0441  MODELED GRAV-     979,760.1   (mgal)                       NAVD 88
 MT0441
 MT0441  VERT ORDER  -  SECOND    CLASS 0
 MT0441
 MT0441.The horizontal coordinates were scaled from a topographic map and have
 MT0441.an estimated accuracy of +/- 6 seconds.
 MT0441
 MT0441.The orthometric height was determined by differential leveling
 MT0441.and adjusted by the National Geodetic Survey in June 1991..
 MT0441
 MT0441.The geoid height was determined by GEOID03.
 MT0441
 MT0441.The dynamic height is computed by dividing the NAVD 88
 MT0441.geopotential number by the normal gravity value computed on the
 MT0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0441.degrees latitude (g = 980.6199 gals.).
 MT0441
 MT0441.The modeled gravity was interpolated from observed gravity values.
 MT0441
 MT0441;                    North         East    Units  Estimated Accuracy
 MT0441;SPC NV E     - 8,713,180.      224,080.      MT  (+/- 180 meters Scaled)
 MT0441
 MT0441                          SUPERSEDED SURVEY CONTROL
 MT0441
 MT0441  NGVD 29 (??/??/92) 1677.398  (m)         5503.26   (f) ADJ UNCH    2 0
 MT0441
 MT0441.Superseded values are not recommended for survey control.
 MT0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0441.See file dsdata.txt to determine how the superseded data were derived.
 MT0441
 MT0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF428596(NAD 83)
 MT0441_MARKER: DB = BENCH MARK DISK
 MT0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0441_STAMPING: D-40 1934
 MT0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0441+STABILITY: SURFACE MOTION
 MT0441
 MT0441  HISTORY     - Date     Condition        Report By
 MT0441  HISTORY     - 1934     MONUMENTED       CGS
 MT0441  HISTORY     - 1969     GOOD             USGS
 MT0441
 MT0441                          STATION DESCRIPTION
 MT0441
 MT0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0441'7.7 MI N FROM DEETH.
 MT0441'7.7 MILES NORTH OF SOUTHERN PACIFIC DEPOT AT DEETH 120 FEET NORTH OF
 MT0441'JUNCTION OF NEW AND OLD ROADS.  330 FEET SOUTH OF LONG S CURVE IN
 MT0441'ROAD.  30 FEET WEST OF THE CENTERLINE OF ROAD.
 MT0441
 MT0441                          STATION RECOVERY (1969)
 MT0441
 MT0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MT0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0424 ***********************************************************************
 GS0424  DESIGNATION -  D 405
 GS0424  PID         -  GS0424
 GS0424  STATE/COUNTY-  NV/NYE
 GS0424  USGS QUAD   -  FRANKLIN WELL (1987)
 GS0424
 GS0424                         *CURRENT SURVEY CONTROL
 GS0424  ___________________________________________________________________
 GS0424* NAD 83(1986)-  36 27 40.     (N)    116 25 17.     (W)     SCALED    
 GS0424* NAVD 88     -       681.269  (meters)    2235.13   (feet)  ADJUSTED  
 GS0424  ___________________________________________________________________
 GS0424  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 GS0424  DYNAMIC HT  -         680.578 (meters)    2232.86  (feet)  COMP
 GS0424  MODELED GRAV-     979,595.8   (mgal)                       NAVD 88
 GS0424
 GS0424  VERT ORDER  -  FIRST     CLASS II
 GS0424
 GS0424.The horizontal coordinates were scaled from a topographic map and have
 GS0424.an estimated accuracy of +/- 6 seconds.
 GS0424
 GS0424.The orthometric height was determined by differential leveling
 GS0424.and adjusted by the National Geodetic Survey in June 1991..
 GS0424
 GS0424.The geoid height was determined by GEOID03.
 GS0424
 GS0424.The dynamic height is computed by dividing the NAVD 88
 GS0424.geopotential number by the normal gravity value computed on the
 GS0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0424.degrees latitude (g = 980.6199 gals.).
 GS0424
 GS0424.The modeled gravity was interpolated from observed gravity values.
 GS0424
 GS0424;                    North         East    Units  Estimated Accuracy
 GS0424;SPC NV C     - 6,189,860.      521,980.      MT  (+/- 180 meters Scaled)
 GS0424
 GS0424                          SUPERSEDED SURVEY CONTROL
 GS0424
 GS0424  NGVD 29 (05/01/91)  680.482  (m)         2232.55   (f) ADJUSTED    1 2
 GS0424
 GS0424.Superseded values are not recommended for survey control.
 GS0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0424.See file dsdata.txt to determine how the superseded data were derived.
 GS0424
 GS0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA518352(NAD 83)
 GS0424_MARKER: I = METAL ROD
 GS0424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0424_SP_SET: STAINLESS STEEL ROD
 GS0424_STAMPING: D 405 1982
 GS0424_MARK LOGO: NGS   
 GS0424_PROJECTION: PROJECTING 3 CENTIMETERS
 GS0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0424_ROD/PIPE-DEPTH: 2.1  meters
 GS0424
 GS0424  HISTORY     - Date     Condition        Report By
 GS0424  HISTORY     - 1982     MONUMENTED       NGS
 GS0424
 GS0424                          STATION DESCRIPTION
 GS0424
 GS0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0424'17.4 KM(10.85 MI) NORTH FROM DEATH VALLEY JUNCTION CA.
 GS0424'17.4 KM (10.85 MI) NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 GS0424'STATE 190 AT DEATH VALLEY JUNCTION, 0.7 KM (0.45 MI) SOUTH OF MILEPOST
 GS0424'4, 27.1 METERS (89 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 37.8
 GS0424'METERS SOUTH OF THE SOUTH END OF THE EAST HEADWALL OF A 24-INCH
 GS0424'CORRUGATE METAL PIPE CULVERT, 31.1 METERS (102 FT) WEST OF A POWER
 GS0424'LINE POLE WITH 2 GUY WIRES, 31.4 METERS (103 FT) WEST OF AN UNDER
 GS0424'GROUND CABLE WITNESS POST.
 GS0424'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 GS0424'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1369 ***********************************************************************
 GR1369  DESIGNATION -  D 406
 GR1369  PID         -  GR1369
 GR1369  STATE/COUNTY-  NV/CLARK
 GR1369  USGS QUAD   -  FLAT TOP MESA (1985)
 GR1369
 GR1369                         *CURRENT SURVEY CONTROL
 GR1369  ___________________________________________________________________
 GR1369* NAD 83(1986)-  36 46 10.     (N)    114 14 04.     (W)     SCALED    
 GR1369* NAVD 88     -       551.897  (meters)    1810.68   (feet)  ADJUSTED  
 GR1369  ___________________________________________________________________
 GR1369  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GR1369  DYNAMIC HT  -         551.359 (meters)    1808.92  (feet)  COMP
 GR1369  MODELED GRAV-     979,640.4   (mgal)                       NAVD 88
 GR1369
 GR1369  VERT ORDER  -  FIRST     CLASS II
 GR1369
 GR1369.The horizontal coordinates were scaled from a topographic map and have
 GR1369.an estimated accuracy of +/- 6 seconds.
 GR1369
 GR1369.The orthometric height was determined by differential leveling
 GR1369.and adjusted by the National Geodetic Survey in June 1991..
 GR1369
 GR1369.The geoid height was determined by GEOID03.
 GR1369
 GR1369.The dynamic height is computed by dividing the NAVD 88
 GR1369.geopotential number by the normal gravity value computed on the
 GR1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1369.degrees latitude (g = 980.6199 gals.).
 GR1369
 GR1369.The modeled gravity was interpolated from observed gravity values.
 GR1369
 GR1369;                    North         East    Units  Estimated Accuracy
 GR1369;SPC NV E     - 8,224,890.      320,420.      MT  (+/- 180 meters Scaled)
 GR1369
 GR1369                          SUPERSEDED SURVEY CONTROL
 GR1369
 GR1369.No superseded survey control is available for this station.
 GR1369
 GR1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA468728(NAD 83)
 GR1369_MARKER: I = METAL ROD
 GR1369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1369_SP_SET: STAINLESS STEEL ROD
 GR1369_STAMPING: D 406 1983
 GR1369_MARK LOGO: NGS   
 GR1369_PROJECTION: FLUSH
 GR1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1369_ROD/PIPE-DEPTH: 1.8  meters
 GR1369
 GR1369  HISTORY     - Date     Condition        Report By
 GR1369  HISTORY     - 1983     MONUMENTED       NGS
 GR1369  HISTORY     - 19951007 GOOD             USPSQD
 GR1369
 GR1369                          STATION DESCRIPTION
 GR1369
 GR1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1369'14.2 KM (8.8 MI) SW FROM BUNKERVILLE.
 GR1369'14.2 KM (8.85 MI) SOUTHWEST ALONG STATE HIGHWAY 170 FROM THE JUNCTION
 GR1369'OF MAIN STREET IN BUNKERVILLE, IN THE NORTHWEST CORNER OF THE JUNCTION
 GR1369'OF THE NORTH BOUND INTERSTATE 15 ON RAMP, 34.05 KM (21.3 MI) NORTHEAST
 GR1369'OF GLENDALE, 20.4 METERS (67 FT) EAST OF THE CENTER OF THE HIGHWAY,
 GR1369'99.2 METERS (325.5 FT) SOUTH OF THE SOUTH ONE OF THREE EAST PIERS FOR
 GR1369'THE NORTH BOUND INTERSTATE 15 OVERPASS BRIDGE, 27.0 METERS (88.5 FT)
 GR1369'NORTH OF THE CENTER OF THE ON RAMP ROAD.
 GR1369'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 GR1369'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 GR1369
 GR1369                          STATION RECOVERY (1995)
 GR1369
 GR1369'RECOVERY NOTE BY US POWER SQUADRON 1995
 GR1369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1338 ***********************************************************************
 GR1338  DESIGNATION -  D 407
 GR1338  PID         -  GR1338
 GR1338  STATE/COUNTY-  NV/CLARK
 GR1338  USGS QUAD   -  INDIAN SPRINGS SE (1982)
 GR1338
 GR1338                         *CURRENT SURVEY CONTROL
 GR1338  ___________________________________________________________________
 GR1338* NAD 83(1986)-  36 30 11.     (N)    115 30 42.     (W)     SCALED    
 GR1338* NAVD 88     -       975.895  (meters)    3201.75   (feet)  ADJUSTED  
 GR1338  ___________________________________________________________________
 GR1338  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 GR1338  DYNAMIC HT  -         974.840 (meters)    3198.29  (feet)  COMP
 GR1338  MODELED GRAV-     979,518.1   (mgal)                       NAVD 88
 GR1338
 GR1338  VERT ORDER  -  FIRST     CLASS II
 GR1338
 GR1338.The horizontal coordinates were scaled from a topographic map and have
 GR1338.an estimated accuracy of +/- 6 seconds.
 GR1338
 GR1338.The orthometric height was determined by differential leveling
 GR1338.and adjusted by the National Geodetic Survey in June 1991..
 GR1338
 GR1338.The geoid height was determined by GEOID03.
 GR1338
 GR1338.The dynamic height is computed by dividing the NAVD 88
 GR1338.geopotential number by the normal gravity value computed on the
 GR1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1338.degrees latitude (g = 980.6199 gals.).
 GR1338
 GR1338.The modeled gravity was interpolated from observed gravity values.
 GR1338
 GR1338;                    North         East    Units  Estimated Accuracy
 GR1338;SPC NV E     - 8,194,490.      206,420.      MT  (+/- 180 meters Scaled)
 GR1338
 GR1338                          SUPERSEDED SURVEY CONTROL
 GR1338
 GR1338  NGVD 29 (05/01/91)  975.089  (m)         3199.10   (f) ADJUSTED    1 2
 GR1338
 GR1338.Superseded values are not recommended for survey control.
 GR1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1338.See file dsdata.txt to determine how the superseded data were derived.
 GR1338
 GR1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA332407(NAD 83)
 GR1338_MARKER: I = METAL ROD
 GR1338_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1338_SP_SET: STAINLESS STEEL ROD
 GR1338_STAMPING: D 407 1983
 GR1338_MARK LOGO: NGS   
 GR1338_PROJECTION: FLUSH
 GR1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1338_ROD/PIPE-DEPTH: 1.8  meters
 GR1338
 GR1338  HISTORY     - Date     Condition        Report By
 GR1338  HISTORY     - 1983     MONUMENTED       NGS
 GR1338
 GR1338                          STATION DESCRIPTION
 GR1338
 GR1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1338'16.6 KM (10.4 MI) SE FROM INDIAN SPRINGS.
 GR1338'16.6 KM (10.4 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE POST OFFICE
 GR1338'IN INDIAN SPRINGS, 4.65 KM (2.9 MI) NORTHWEST OF THE JUNCTION OF STATE
 GR1338'HIGHWAY 156, 3.95 KM (2.5 MI) SOUTHEAST OF THE JUNCTION OF A PAVED
 GR1338'ROAD LEADING SOUTHWEST TO PRISON, 35.3 METERS (116.5 FT) NORTH OF
 GR1338'MILEPOST 109, 37.2 METERS (122 FT) NORTHEAST OF THE NORTH BOUND
 GR1338'CENTERLINE.
 GR1338'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 GR1338'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1362 ***********************************************************************
 GR1362  DESIGNATION -  D 408
 GR1362  PID         -  GR1362
 GR1362  STATE/COUNTY-  NV/NYE
 GR1362  USGS QUAD   -  NIAVI WASH (1984)
 GR1362
 GR1362                         *CURRENT SURVEY CONTROL
 GR1362  ___________________________________________________________________
 GR1362* NAD 83(1986)-  36 36 04.     (N)    115 58 52.     (W)     SCALED    
 GR1362* NAVD 88     -      1071.419  (meters)    3515.15   (feet)  ADJUSTED  
 GR1362  ___________________________________________________________________
 GR1362  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GR1362  DYNAMIC HT  -        1070.274 (meters)    3511.39  (feet)  COMP
 GR1362  MODELED GRAV-     979,525.9   (mgal)                       NAVD 88
 GR1362
 GR1362  VERT ORDER  -  FIRST     CLASS II
 GR1362
 GR1362.The horizontal coordinates were scaled from a topographic map and have
 GR1362.an estimated accuracy of +/- 6 seconds.
 GR1362
 GR1362.The orthometric height was determined by differential leveling
 GR1362.and adjusted by the National Geodetic Survey in June 1991..
 GR1362
 GR1362.The geoid height was determined by GEOID03.
 GR1362
 GR1362.The dynamic height is computed by dividing the NAVD 88
 GR1362.geopotential number by the normal gravity value computed on the
 GR1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1362.degrees latitude (g = 980.6199 gals.).
 GR1362
 GR1362.The modeled gravity was interpolated from observed gravity values.
 GR1362
 GR1362;                    North         East    Units  Estimated Accuracy
 GR1362;SPC NV C     - 6,205,590.      561,330.      MT  (+/- 180 meters Scaled)
 GR1362
 GR1362                          SUPERSEDED SURVEY CONTROL
 GR1362
 GR1362  NGVD 29 (05/01/91) 1070.579  (m)         3512.39   (f) ADJUSTED    1 2
 GR1362
 GR1362.Superseded values are not recommended for survey control.
 GR1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1362.See file dsdata.txt to determine how the superseded data were derived.
 GR1362
 GR1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA911511(NAD 83)
 GR1362_MARKER: I = METAL ROD
 GR1362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1362_SP_SET: STAINLESS STEEL ROD
 GR1362_STAMPING: D 408 1983
 GR1362_MARK LOGO: NGS   
 GR1362_PROJECTION: FLUSH
 GR1362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1362+STABILITY: POSITION/ELEVATION WELL
 GR1362_ROD/PIPE-DEPTH: 6.7  meters
 GR1362
 GR1362  HISTORY     - Date     Condition        Report By
 GR1362  HISTORY     - 1983     MONUMENTED       NGS
 GR1362
 GR1362                          STATION DESCRIPTION
 GR1362
 GR1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1362'28.4 KM (17.7 MI) WEST FROM INDIAN SPRINGS.
 GR1362'28.4 KM (17.75 MI) WEST ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 GR1362'INDIAN SPRINGS, 45.1 METERS (148 FT) NORTHEAST OF MILEPOST 5, 42.6
 GR1362'METERS (140 FT) NORTH OF THE NORTH BOUND CENTERLINE, 46.2 METERS
 GR1362'(151.5 FT) WEST OF THE WEST ONE OF TWO WOODEN FENCE BRACES, 0.6 METER
 GR1362'(2 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 GR1362'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 GR1362'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0472 ***********************************************************************
 GS0472  DESIGNATION -  D 409
 GS0472  PID         -  GS0472
 GS0472  STATE/COUNTY-  NV/NYE
 GS0472  USGS QUAD   -  BIG DUNE (1986)
 GS0472
 GS0472                         *CURRENT SURVEY CONTROL
 GS0472  ___________________________________________________________________
 GS0472* NAD 83(1986)-  36 40 18.     (N)    116 30 44.     (W)     SCALED    
 GS0472* NAVD 88     -       778.618  (meters)    2554.52   (feet)  ADJUSTED  
 GS0472  ___________________________________________________________________
 GS0472  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GS0472  DYNAMIC HT  -         777.825 (meters)    2551.91  (feet)  COMP
 GS0472  MODELED GRAV-     979,588.1   (mgal)                       NAVD 88
 GS0472
 GS0472  VERT ORDER  -  FIRST     CLASS II
 GS0472
 GS0472.The horizontal coordinates were scaled from a topographic map and have
 GS0472.an estimated accuracy of +/- 6 seconds.
 GS0472
 GS0472.The orthometric height was determined by differential leveling
 GS0472.and adjusted by the National Geodetic Survey in June 1991..
 GS0472
 GS0472.The geoid height was determined by GEOID03.
 GS0472
 GS0472.The dynamic height is computed by dividing the NAVD 88
 GS0472.geopotential number by the normal gravity value computed on the
 GS0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0472.degrees latitude (g = 980.6199 gals.).
 GS0472
 GS0472.The modeled gravity was interpolated from observed gravity values.
 GS0472
 GS0472;                    North         East    Units  Estimated Accuracy
 GS0472;SPC NV C     - 6,213,210.      513,810.      MT  (+/- 180 meters Scaled)
 GS0472
 GS0472                          SUPERSEDED SURVEY CONTROL
 GS0472
 GS0472  NGVD 29 (05/01/91)  777.807  (m)         2551.86   (f) ADJUSTED    1 2
 GS0472
 GS0472.Superseded values are not recommended for survey control.
 GS0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0472.See file dsdata.txt to determine how the superseded data were derived.
 GS0472
 GS0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA435585(NAD 83)
 GS0472_MARKER: I = METAL ROD
 GS0472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0472_SP_SET: STAINLESS STEEL ROD
 GS0472_STAMPING: D 409 1983
 GS0472_MARK LOGO: NGS   
 GS0472_PROJECTION: FLUSH
 GS0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0472_ROD/PIPE-DEPTH: 3.3  meters
 GS0472
 GS0472  HISTORY     - Date     Condition        Report By
 GS0472  HISTORY     - 1983     MONUMENTED       NGS
 GS0472
 GS0472                          STATION DESCRIPTION
 GS0472
 GS0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0472'10.4 KM (6.5 MI) NW FROM LATHROP WELLS.
 GS0472'10.4 KM (6.5 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0472'STATE HIGHWAY 373 IN LATHROP WELLS, 0.35 KM (0.2 MI) SOUTHEAST OF
 GS0472'MILEPOST 37, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A DIRT ROAD
 GS0472'LEADING NORTH TO A OPEN FACE GRAVEL MINE ON THE SOUTH SIDE OF A SMALL
 GS0472'CINDER MOUNTAIN, 60.2 METERS (197.5 FT) NORTH-NORTHEAST OF THE HIGHWAY
 GS0472'CENTERLINE, 32.6 METERS (107 FT) EAST OF THE CENTER OF THE DIRT ROAD,
 GS0472'7.0 METERS (23 FT) SOUTH-SOUTHWEST OF A TELEPHONE POLE, 0.5 METER
 GS0472'(1.5 FT) SOUTH-SOUTHWEST OF THE RIGHT OF WAY FENCE.
 GS0472'THE MARK IS 0.9 METERS  ESE FROM A WITNESS POST.
 GS0472'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0387 ***********************************************************************
 MT0387  DESIGNATION -  D 41
 MT0387  PID         -  MT0387
 MT0387  STATE/COUNTY-  NV/ELKO
 MT0387  USGS QUAD   -  JARBIDGE SOUTH (1986)
 MT0387
 MT0387                         *CURRENT SURVEY CONTROL
 MT0387  ___________________________________________________________________
 MT0387* NAD 83(1986)-  41 50 30.     (N)    115 27 04.     (W)     SCALED    
 MT0387* NAVD 88     -      2425.571  (meters)    7957.89   (feet)  ADJUSTED  
 MT0387  ___________________________________________________________________
 MT0387  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 MT0387  DYNAMIC HT  -        2423.534 (meters)    7951.21  (feet)  COMP
 MT0387  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 MT0387
 MT0387  VERT ORDER  -  SECOND    CLASS 0
 MT0387
 MT0387.The horizontal coordinates were scaled from a topographic map and have
 MT0387.an estimated accuracy of +/- 6 seconds.
 MT0387
 MT0387.The orthometric height was determined by differential leveling
 MT0387.and adjusted by the National Geodetic Survey in June 1991..
 MT0387
 MT0387.The geoid height was determined by GEOID03.
 MT0387
 MT0387.The dynamic height is computed by dividing the NAVD 88
 MT0387.geopotential number by the normal gravity value computed on the
 MT0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0387.degrees latitude (g = 980.6199 gals.).
 MT0387
 MT0387.The modeled gravity was interpolated from observed gravity values.
 MT0387
 MT0387;                    North         East    Units  Estimated Accuracy
 MT0387;SPC NV E     - 8,787,120.      210,980.      MT  (+/- 180 meters Scaled)
 MT0387
 MT0387                          SUPERSEDED SURVEY CONTROL
 MT0387
 MT0387  NGVD 29 (??/??/92) 2424.285  (m)         7953.68   (f) ADJ UNCH    2 0
 MT0387
 MT0387.Superseded values are not recommended for survey control.
 MT0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0387.See file dsdata.txt to determine how the superseded data were derived.
 MT0387
 MT0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG285333(NAD 83)
 MT0387_MARKER: DB = BENCH MARK DISK
 MT0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0387_STAMPING: D-41 1934
 MT0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0387+STABILITY: SURFACE MOTION
 MT0387
 MT0387  HISTORY     - Date     Condition        Report By
 MT0387  HISTORY     - 1934     MONUMENTED       CGS
 MT0387
 MT0387                          STATION DESCRIPTION
 MT0387
 MT0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0387'4.6 MI S FROM JARBIDGE.
 MT0387'4.6 MILES SOUTH OF PUBLIC SCHOOL AT JARBIDGE AT EAST EDGE OF DIM WAGON
 MT0387'ROAD.  2 FEET BELOW LEVEL OF MAIN ROAD.  32 FEET WEST OF THE
 MT0387'CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0432 ***********************************************************************
 JQ0432  DESIGNATION -  D 410
 JQ0432  PID         -  JQ0432
 JQ0432  STATE/COUNTY-  NV/NYE
 JQ0432  USGS QUAD   -  TONOPAH (1982)
 JQ0432
 JQ0432                         *CURRENT SURVEY CONTROL
 JQ0432  ___________________________________________________________________
 JQ0432* NAD 83(1986)-  38 03 00.     (N)    117 12 56.     (W)     SCALED    
 JQ0432* NAVD 88     -      1905.366  (meters)    6251.19   (feet)  ADJUSTED  
 JQ0432  ___________________________________________________________________
 JQ0432  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 JQ0432  DYNAMIC HT  -        1903.189 (meters)    6244.05  (feet)  COMP
 JQ0432  MODELED GRAV-     979,418.3   (mgal)                       NAVD 88
 JQ0432
 JQ0432  VERT ORDER  -  FIRST     CLASS II
 JQ0432
 JQ0432.The horizontal coordinates were scaled from a topographic map and have
 JQ0432.an estimated accuracy of +/- 6 seconds.
 JQ0432
 JQ0432.The orthometric height was determined by differential leveling
 JQ0432.and adjusted by the National Geodetic Survey in June 1991..
 JQ0432
 JQ0432.The geoid height was determined by GEOID03.
 JQ0432
 JQ0432.The dynamic height is computed by dividing the NAVD 88
 JQ0432.geopotential number by the normal gravity value computed on the
 JQ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0432.degrees latitude (g = 980.6199 gals.).
 JQ0432
 JQ0432.The modeled gravity was interpolated from observed gravity values.
 JQ0432
 JQ0432;                    North         East    Units  Estimated Accuracy
 JQ0432;SPC NV C     - 6,366,300.      451,830.      MT  (+/- 180 meters Scaled)
 JQ0432
 JQ0432                          SUPERSEDED SURVEY CONTROL
 JQ0432
 JQ0432  NGVD 29 (05/01/91) 1904.107  (m)         6247.06   (f) ADJUSTED    1 2
 JQ0432
 JQ0432.Superseded values are not recommended for survey control.
 JQ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0432.See file dsdata.txt to determine how the superseded data were derived.
 JQ0432
 JQ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC810113(NAD 83)
 JQ0432_MARKER: DB = BENCH MARK DISK
 JQ0432_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0432_SP_SET: ROCK OUTCROP
 JQ0432_STAMPING: D 410 1983
 JQ0432_MARK LOGO: NGS   
 JQ0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0432+STABILITY: POSITION/ELEVATION WELL
 JQ0432
 JQ0432  HISTORY     - Date     Condition        Report By
 JQ0432  HISTORY     - 1983     MONUMENTED       NGS
 JQ0432
 JQ0432                          STATION DESCRIPTION
 JQ0432
 JQ0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JQ0432'1.6 KM (1.0 MI) SE FROM TONOPAH.
 JQ0432'1.6 KM (1.0 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 JQ0432'STATE HIGHWAY 6 IN TONOPAH, IN TOP OF A MASSIVE OUTCROP ON THE NORTH
 JQ0432'SLOPE OF A SMALL KNOLL, 0.2 KM (0.15 MI) NORTHEAST OF THE
 JQ0432'ESMERALDA-NYE COUNTY LINE, 31.0 METERS (102 FT) SOUTHEAST OF THE
 JQ0432'HIGHWAY CENTERLINE.
 JQ0432'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 JQ0432'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0834 ***********************************************************************
 HQ0834  DESIGNATION -  D 411
 HQ0834  PID         -  HQ0834
 HQ0834  STATE/COUNTY-  NV/ESMERALDA
 HQ0834  USGS QUAD   -  RALSTON (1988)
 HQ0834
 HQ0834                         *CURRENT SURVEY CONTROL
 HQ0834  ___________________________________________________________________
 HQ0834* NAD 83(1986)-  37 36 14.     (N)    117 12 49.     (W)     SCALED    
 HQ0834* NAVD 88     -      1619.680  (meters)    5313.90   (feet)  ADJUSTED  
 HQ0834  ___________________________________________________________________
 HQ0834  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 HQ0834  DYNAMIC HT  -        1617.866 (meters)    5307.95  (feet)  COMP
 HQ0834  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 HQ0834
 HQ0834  VERT ORDER  -  FIRST     CLASS II
 HQ0834
 HQ0834.The horizontal coordinates were scaled from a topographic map and have
 HQ0834.an estimated accuracy of +/- 6 seconds.
 HQ0834
 HQ0834.The orthometric height was determined by differential leveling
 HQ0834.and adjusted by the National Geodetic Survey in June 1991..
 HQ0834
 HQ0834.The geoid height was determined by GEOID03.
 HQ0834
 HQ0834.The dynamic height is computed by dividing the NAVD 88
 HQ0834.geopotential number by the normal gravity value computed on the
 HQ0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0834.degrees latitude (g = 980.6199 gals.).
 HQ0834
 HQ0834.The modeled gravity was interpolated from observed gravity values.
 HQ0834
 HQ0834;                    North         East    Units  Estimated Accuracy
 HQ0834;SPC NV W     - 4,317,530.      920,940.      MT  (+/- 180 meters Scaled)
 HQ0834
 HQ0834                          SUPERSEDED SURVEY CONTROL
 HQ0834
 HQ0834  NGVD 29 (05/01/91) 1618.560  (m)         5310.23   (f) ADJUSTED    1 2
 HQ0834
 HQ0834.Superseded values are not recommended for survey control.
 HQ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0834.See file dsdata.txt to determine how the superseded data were derived.
 HQ0834
 HQ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB811618(NAD 83)
 HQ0834_MARKER: I = METAL ROD
 HQ0834_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HQ0834_SP_SET: STAINLESS STEEL ROD
 HQ0834_STAMPING: D 411 1983
 HQ0834_MARK LOGO: NGS   
 HQ0834_PROJECTION: FLUSH
 HQ0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0834_ROD/PIPE-DEPTH: 3.0  meters
 HQ0834
 HQ0834  HISTORY     - Date     Condition        Report By
 HQ0834  HISTORY     - 1983     MONUMENTED       NGS
 HQ0834
 HQ0834                          STATION DESCRIPTION
 HQ0834
 HQ0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0834'12.2 KM (7.6 MI) SOUTH FROM GOLDFIELD.
 HQ0834'12.2 KM (7.6 MI) SOUTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0834'GOLDFIELD, BETWEEN THE OLD AND THE NEW HIGHWAY, 28.9 METERS (95 FT)
 HQ0834'EAST OF THE CENTERLINE OF THE NEW HIGHWAY, 92.6 METERS (304 FT) SOUTH
 HQ0834'OF THE EAST END OF A 48-INCH CORRUGATED METAL PIPE CULVERT.
 HQ0834'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 HQ0834'THE MARK IS ABOVE LEVEL WITH THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0799 ***********************************************************************
 HQ0799  DESIGNATION -  D 412
 HQ0799  PID         -  HQ0799
 HQ0799  STATE/COUNTY-  NV/NYE
 HQ0799  USGS QUAD   -  SPRINGDALE NW (1986)
 HQ0799
 HQ0799                         *CURRENT SURVEY CONTROL
 HQ0799  ___________________________________________________________________
 HQ0799* NAD 83(1986)-  37 11 37.     (N)    116 56 45.     (W)     SCALED    
 HQ0799* NAVD 88     -      1243.668  (meters)    4080.27   (feet)  ADJUSTED  
 HQ0799  ___________________________________________________________________
 HQ0799  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 HQ0799  DYNAMIC HT  -        1242.316 (meters)    4075.83  (feet)  COMP
 HQ0799  MODELED GRAV-     979,501.3   (mgal)                       NAVD 88
 HQ0799
 HQ0799  VERT ORDER  -  FIRST     CLASS II
 HQ0799
 HQ0799.The horizontal coordinates were scaled from a topographic map and have
 HQ0799.an estimated accuracy of +/- 6 seconds.
 HQ0799
 HQ0799.The orthometric height was determined by differential leveling
 HQ0799.and adjusted by the National Geodetic Survey in June 1991..
 HQ0799
 HQ0799.The geoid height was determined by GEOID03.
 HQ0799
 HQ0799.The dynamic height is computed by dividing the NAVD 88
 HQ0799.geopotential number by the normal gravity value computed on the
 HQ0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0799.degrees latitude (g = 980.6199 gals.).
 HQ0799
 HQ0799.The modeled gravity was interpolated from observed gravity values.
 HQ0799
 HQ0799;                    North         East    Units  Estimated Accuracy
 HQ0799;SPC NV C     - 6,271,150.      475,220.      MT  (+/- 180 meters Scaled)
 HQ0799
 HQ0799                          SUPERSEDED SURVEY CONTROL
 HQ0799
 HQ0799  NGVD 29 (05/01/91) 1242.665  (m)         4076.98   (f) ADJUSTED    1 2
 HQ0799
 HQ0799.Superseded values are not recommended for survey control.
 HQ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0799.See file dsdata.txt to determine how the superseded data were derived.
 HQ0799
 HQ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB048163(NAD 83)
 HQ0799_MARKER: DB = BENCH MARK DISK
 HQ0799_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0799_SP_SET: ROCK OUTCROP
 HQ0799_STAMPING: D 412 1983
 HQ0799_MARK LOGO: NGS   
 HQ0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0799+STABILITY: POSITION/ELEVATION WELL
 HQ0799
 HQ0799  HISTORY     - Date     Condition        Report By
 HQ0799  HISTORY     - 1983     MONUMENTED       NGS
 HQ0799
 HQ0799                          STATION DESCRIPTION
 HQ0799
 HQ0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0799'41.7 KM (26.1 MI) NORTH FROM BEATTY.
 HQ0799'41.75 KM (26.1 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 HQ0799'STATE HIGHWAY 374 IN BEATTY, IN TOP OF A 3- BY 4-FOOT PORTION OF A
 HQ0799'VOLCANIC ROCK SHELF AT THE CENTER OF A CUT THROUGH THE SOUTHWEST SIDE
 HQ0799'OF A SMALL KNOLL, 9.4 METERS (31 FT) NORTHEAST OF THE HIGHWAY
 HQ0799'CENTERLINE, 0.3 METER (1 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE
 HQ0799'SHELF, 1.0 METER (3.5 FT) ABOVE THE BASE OF THE CUT.
 HQ0799'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 HQ0799'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0827 ***********************************************************************
 HQ0827  DESIGNATION -  D 413
 HQ0827  PID         -  HQ0827
 HQ0827  STATE/COUNTY-  NV/ESMERALDA
 HQ0827  USGS QUAD   -  STONEWALL PASS (1968)
 HQ0827
 HQ0827                         *CURRENT SURVEY CONTROL
 HQ0827  ___________________________________________________________________
 HQ0827* NAD 83(1986)-  37 29 24.     (N)    117 10 51.     (W)     SCALED    
 HQ0827* NAVD 88     -      1415.448  (meters)    4643.85   (feet)  ADJUSTED  
 HQ0827  ___________________________________________________________________
 HQ0827  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 HQ0827  DYNAMIC HT  -        1413.901 (meters)    4638.77  (feet)  COMP
 HQ0827  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 HQ0827
 HQ0827  VERT ORDER  -  FIRST     CLASS II
 HQ0827
 HQ0827.The horizontal coordinates were scaled from a topographic map and have
 HQ0827.an estimated accuracy of +/- 6 seconds.
 HQ0827
 HQ0827.The orthometric height was determined by differential leveling
 HQ0827.and adjusted by the National Geodetic Survey in June 1991..
 HQ0827
 HQ0827.The geoid height was determined by GEOID03.
 HQ0827
 HQ0827.The dynamic height is computed by dividing the NAVD 88
 HQ0827.geopotential number by the normal gravity value computed on the
 HQ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0827.degrees latitude (g = 980.6199 gals.).
 HQ0827
 HQ0827.The modeled gravity was interpolated from observed gravity values.
 HQ0827
 HQ0827;                    North         East    Units  Estimated Accuracy
 HQ0827;SPC NV W     - 4,304,930.      924,020.      MT  (+/- 180 meters Scaled)
 HQ0827
 HQ0827                          SUPERSEDED SURVEY CONTROL
 HQ0827
 HQ0827  NGVD 29 (05/01/91) 1414.380  (m)         4640.35   (f) ADJUSTED    1 2
 HQ0827
 HQ0827.Superseded values are not recommended for survey control.
 HQ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0827.See file dsdata.txt to determine how the superseded data were derived.
 HQ0827
 HQ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB840492(NAD 83)
 HQ0827_MARKER: I = METAL ROD
 HQ0827_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HQ0827_SP_SET: STAINLESS STEEL ROD
 HQ0827_STAMPING: D 412 1983
 HQ0827_MARK LOGO: NGS   
 HQ0827_PROJECTION: FLUSH
 HQ0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0827_ROD/PIPE-DEPTH: 11.0 meters
 HQ0827
 HQ0827  HISTORY     - Date     Condition        Report By
 HQ0827  HISTORY     - 1983     MONUMENTED       NGS
 HQ0827
 HQ0827                          STATION DESCRIPTION
 HQ0827
 HQ0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0827'25.0 KM (15.5 MI) SOUTH FROM GOLDFIELD.
 HQ0827'25.0 KM (15.5 MI) SOUTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0827'GOLDFIELD, 1.5 KM (0.95 MI) SOUTH OF THE T-JUNCTION OF STATE HIGHWAY
 HQ0827'266, 0.4 KM (0.25 MI) NORTH OF MILEPOST 3, 66.4 METERS (218 FT) EAST
 HQ0827'OF THE HIGHWAY CENTERLINE, 52.3 METERS (171.5 FT) SOUTHWEST OF THE TOP
 HQ0827'CENTER OF A NORTHWEST-SOUTHEAST DIRT LEVY, 31.2 METERS (102.5 FT)
 HQ0827'NORTHWEST OF THE NORTH END OF A PIPE BRACE IN THE RIGHT-OF-WAY FENCE,
 HQ0827'25.0 METERS (82 FT) WEST OF THE RIGHT-OF-WAY FENCE, 4.5 METERS (15 FT)
 HQ0827'SOUTH OF THE SIXTH TELEPHONE POLE NORTH OF A DOUBLE TELEPHONE POLE
 HQ0827'STRUCTURE.
 HQ0827'THE MARK IS 0.7 METERS  N FROM A WITNESS POST.
 HQ0827'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0361 ***********************************************************************
 MU0361  DESIGNATION -  D 414
 MU0361  PID         -  MU0361
 MU0361  STATE/COUNTY-  NV/ELKO
 MU0361  USGS QUAD   -  WATER PIPE CANYON (1987)
 MU0361
 MU0361                         *CURRENT SURVEY CONTROL
 MU0361  ___________________________________________________________________
 MU0361* NAD 83(1986)-  41 17 31.     (N)    116 06 57.     (W)     SCALED    
 MU0361* NAVD 88     -      1790.070  (meters)    5872.92   (feet)  ADJUSTED  
 MU0361  ___________________________________________________________________
 MU0361  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 MU0361  DYNAMIC HT  -        1788.583 (meters)    5868.04  (feet)  COMP
 MU0361  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 MU0361
 MU0361  VERT ORDER  -  FIRST     CLASS II
 MU0361
 MU0361.The horizontal coordinates were scaled from a topographic map and have
 MU0361.an estimated accuracy of +/- 6 seconds.
 MU0361
 MU0361.The orthometric height was determined by differential leveling
 MU0361.and adjusted by the National Geodetic Survey in June 1991..
 MU0361
 MU0361.The geoid height was determined by GEOID03.
 MU0361
 MU0361.The dynamic height is computed by dividing the NAVD 88
 MU0361.geopotential number by the normal gravity value computed on the
 MU0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0361.degrees latitude (g = 980.6199 gals.).
 MU0361
 MU0361.The modeled gravity was interpolated from observed gravity values.
 MU0361
 MU0361;                    North         East    Units  Estimated Accuracy
 MU0361;SPC NV E     - 8,726,200.      155,400.      MT  (+/- 180 meters Scaled)
 MU0361
 MU0361                          SUPERSEDED SURVEY CONTROL
 MU0361
 MU0361.No superseded survey control is available for this station.
 MU0361
 MU0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF740715(NAD 83)
 MU0361_MARKER: I = METAL ROD
 MU0361_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MU0361+WITH SETTING: INFORMATION.
 MU0361_SP_SET: SHALLOW-SET METAL ROD
 MU0361_STAMPING: D 414 1983
 MU0361_MARK LOGO: NGS   
 MU0361_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0361
 MU0361  HISTORY     - Date     Condition        Report By
 MU0361  HISTORY     - 1983     MONUMENTED       NGS
 MU0361  HISTORY     - 19840601 GOOD             NGS
 MU0361
 MU0361                          STATION DESCRIPTION
 MU0361
 MU0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0361'LOCATION--32.8 KM (20.4 MI) SOUTH OF DEEP CREEK. 32.8 KM (20.4 MI)
 MU0361'SOUTH ALONG STATE HIGHWAY 226 FROM THE BRIDGE AT DEEP CREEK, AT A
 MU0361'TELEPHONE LINE CROSSING, 0.8 KM (0.5 MI) SOUTH OF A GRAVEL ROAD
 MU0361'LEADING EAST, 0.3 KM (0.15 MI) SOUTH OF MILEPOST 19, 14.6 M (48 FT)
 MU0361'WEST OF THE HIGHWAY CENTERLINE, 2.4 M (8 FT) SOUTHWEST OF A TELEPHONE
 MU0361'POLE WITH A GUY WIRE ATTACHED, 1.8 M (6 FT) SOUTHWEST OF THE SOUTHWEST
 MU0361'LEG OF THE TAYLOR CANYON CLUB SIGN, 0.9 M (3 FT) EAST OF A T JUNCTION
 MU0361'FENCE POST AND 0.9 M (3 FT) EAST OF THE RIGHT OF WAY FENCE.  A
 MU0361'SHALLOW-SET METAL ROD SET TO THE DEPTH OF 2.4 M ENCASED IN A PIPE
 MU0361'FLUSH WITH THE GROUND.  0.3 M BELOW THE HIGHWAY.  0.5 M EAST FROM A
 MU0361'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0673 ***********************************************************************
 MT0673  DESIGNATION -  D 415
 MT0673  PID         -  MT0673
 MT0673  STATE/COUNTY-  NV/ELKO
 MT0673  USGS QUAD   -  DINNER STATION (1971)
 MT0673
 MT0673                         *CURRENT SURVEY CONTROL
 MT0673  ___________________________________________________________________
 MT0673* NAD 83(1986)-  41 05 11.     (N)    115 51 50.     (W)     SCALED    
 MT0673* NAVD 88     -      1821.456  (meters)    5975.89   (feet)  ADJUSTED  
 MT0673  ___________________________________________________________________
 MT0673  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 MT0673  DYNAMIC HT  -        1819.887 (meters)    5970.75  (feet)  COMP
 MT0673  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 MT0673
 MT0673  VERT ORDER  -  FIRST     CLASS II
 MT0673
 MT0673.The horizontal coordinates were scaled from a topographic map and have
 MT0673.an estimated accuracy of +/- 6 seconds.
 MT0673
 MT0673.The orthometric height was determined by differential leveling
 MT0673.and adjusted by the National Geodetic Survey in June 1991..
 MT0673
 MT0673.The geoid height was determined by GEOID03.
 MT0673
 MT0673.The dynamic height is computed by dividing the NAVD 88
 MT0673.geopotential number by the normal gravity value computed on the
 MT0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0673.degrees latitude (g = 980.6199 gals.).
 MT0673
 MT0673.The modeled gravity was interpolated from observed gravity values.
 MT0673
 MT0673;                    North         East    Units  Estimated Accuracy
 MT0673;SPC NV E     - 8,703,280.      176,430.      MT  (+/- 180 meters Scaled)
 MT0673
 MT0673                          SUPERSEDED SURVEY CONTROL
 MT0673
 MT0673.No superseded survey control is available for this station.
 MT0673
 MT0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF954489(NAD 83)
 MT0673_MARKER: I = METAL ROD
 MT0673_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MT0673+WITH SETTING: INFORMATION.
 MT0673_SP_SET: SHALLOW-SET METAL ROD
 MT0673_STAMPING: D 415 1983
 MT0673_MARK LOGO: NGS   
 MT0673_MAGNETIC: I = MARKER IS A STEEL ROD
 MT0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0673
 MT0673  HISTORY     - Date     Condition        Report By
 MT0673  HISTORY     - 1983     MONUMENTED       NGS
 MT0673  HISTORY     - 19840601 GOOD             NGS
 MT0673
 MT0673                          STATION DESCRIPTION
 MT0673
 MT0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MT0673'LOCATION--35.1 KM (21.8 MI) NORTH OF ELKO. 35.1 KM (21.85 MI) NORTH
 MT0673'ALONG STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80 AT ELKO,
 MT0673'0.6 KM (0.35 MI) NORTH OF MILEPOST 49, 14.6 M (48 FT) EAST OF THE
 MT0673'HIGHWAY CENTERLINE, 10.7 M (35 FT) NORTH OF THE CENTER OF A WIRE GATE,
 MT0673'15.8 M (48 FT) SOUTH OF A RIGHT OF WAY FENCE CORNER AND 0.4 M (1.5 FT)
 MT0673'EAST OF THE RIGHT OF WAY FENCE.  A SHALLOW-SET METAL ROD SET TO THE
 MT0673'DEPTH OF 2.1 M ENCASED IN A PIPE FLUSH WITH THE GROUND.  0.3 M BELOW
 MT0673'THE HIGHWAY.  0.6 M SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0569 ***********************************************************************
 LQ0569  DESIGNATION -  D 416
 LQ0569  PID         -  LQ0569
 LQ0569  STATE/COUNTY-  NV/ELKO
 LQ0569  USGS QUAD   -  ELKO WEST (1975)
 LQ0569
 LQ0569                         *CURRENT SURVEY CONTROL
 LQ0569  ___________________________________________________________________
 LQ0569* NAD 83(1986)-  40 50 06.     (N)    115 47 22.     (W)     SCALED    
 LQ0569* NAVD 88     -      1576.336  (meters)    5171.70   (feet)  ADJUSTED  
 LQ0569  ___________________________________________________________________
 LQ0569  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 LQ0569  DYNAMIC HT  -        1575.008 (meters)    5167.34  (feet)  COMP
 LQ0569  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 LQ0569
 LQ0569  VERT ORDER  -  FIRST     CLASS II
 LQ0569
 LQ0569.The horizontal coordinates were scaled from a topographic map and have
 LQ0569.an estimated accuracy of +/- 6 seconds.
 LQ0569
 LQ0569.The orthometric height was determined by differential leveling
 LQ0569.and adjusted by the National Geodetic Survey in June 1991..
 LQ0569
 LQ0569.The geoid height was determined by GEOID03.
 LQ0569
 LQ0569.The dynamic height is computed by dividing the NAVD 88
 LQ0569.geopotential number by the normal gravity value computed on the
 LQ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0569.degrees latitude (g = 980.6199 gals.).
 LQ0569
 LQ0569.The modeled gravity was interpolated from observed gravity values.
 LQ0569
 LQ0569;                    North         East    Units  Estimated Accuracy
 LQ0569;SPC NV E     - 8,675,340.      182,620.      MT  (+/- 180 meters Scaled)
 LQ0569
 LQ0569                          SUPERSEDED SURVEY CONTROL
 LQ0569
 LQ0569.No superseded survey control is available for this station.
 LQ0569
 LQ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF020211(NAD 83)
 LQ0569_MARKER: DV = VERTICAL CONTROL DISK
 LQ0569_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LQ0569_SP_SET: ABUTMENT
 LQ0569_STAMPING: D 416 1983
 LQ0569_MARK LOGO: NGS   
 LQ0569_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0569
 LQ0569  HISTORY     - Date     Condition        Report By
 LQ0569  HISTORY     - 1983     MONUMENTED       NGS
 LQ0569  HISTORY     - 19840601 GOOD             NGS
 LQ0569
 LQ0569                          STATION DESCRIPTION
 LQ0569
 LQ0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 LQ0569'LOCATED IN THE CITY OR TOWN OF ELKO. IN ELKO, AT THE JUNCTION OF STATE
 LQ0569'HIGHWAY 225 AND INTERSTATE 80, IN THE SOUTH ABUTMENT ON THE SOUTHEAST
 LQ0569'SIDE OF THE OVERPAS5 BRIDGE OVER INTERSTATE 80, 10.0 M (33 FT) EAST OF
 LQ0569'THE HIGHWAY CENTERLINE, 27.1 M (89 FT) NORTHWEST OF THE CENTER OF THE
 LQ0569'EXIT RAMP LEADING EAST TO INTERSTATE 80 AND 0.3 M (1 FT) EAST OF A
 LQ0569'CONCRETE RETAINING WALL.  ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0448 ***********************************************************************
 JQ0448  DESIGNATION -  D 417
 JQ0448  PID         -  JQ0448
 JQ0448  STATE/COUNTY-  NV/NYE
 JQ0448  USGS QUAD   -  YELLOW CONE (1986)
 JQ0448
 JQ0448                         *CURRENT SURVEY CONTROL
 JQ0448  ___________________________________________________________________
 JQ0448* NAD 83(1986)-  38 07 28.     (N)    116 48 35.     (W)     SCALED    
 JQ0448* NAVD 88     -      1791.156  (meters)    5876.48   (feet)  ADJUSTED  
 JQ0448  ___________________________________________________________________
 JQ0448  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JQ0448  DYNAMIC HT  -        1789.160 (meters)    5869.94  (feet)  COMP
 JQ0448  MODELED GRAV-     979,451.6   (mgal)                       NAVD 88
 JQ0448
 JQ0448  VERT ORDER  -  FIRST     CLASS II
 JQ0448
 JQ0448.The horizontal coordinates were scaled from a topographic map and have
 JQ0448.an estimated accuracy of +/- 6 seconds.
 JQ0448
 JQ0448.The orthometric height was determined by differential leveling
 JQ0448.and adjusted by the National Geodetic Survey in June 1991..
 JQ0448
 JQ0448.The geoid height was determined by GEOID03.
 JQ0448
 JQ0448.The dynamic height is computed by dividing the NAVD 88
 JQ0448.geopotential number by the normal gravity value computed on the
 JQ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0448.degrees latitude (g = 980.6199 gals.).
 JQ0448
 JQ0448.The modeled gravity was interpolated from observed gravity values.
 JQ0448
 JQ0448;                    North         East    Units  Estimated Accuracy
 JQ0448;SPC NV C     - 6,374,430.      487,460.      MT  (+/- 180 meters Scaled)
 JQ0448
 JQ0448                          SUPERSEDED SURVEY CONTROL
 JQ0448
 JQ0448.No superseded survey control is available for this station.
 JQ0448
 JQ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC166196(NAD 83)
 JQ0448_MARKER: I = METAL ROD
 JQ0448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0448_SP_SET: STAINLESS STEEL ROD
 JQ0448_STAMPING: D 417 1984
 JQ0448_MARK LOGO: NGS   
 JQ0448_PROJECTION: FLUSH
 JQ0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0448_ROD/PIPE-DEPTH: 3.6  meters
 JQ0448
 JQ0448  HISTORY     - Date     Condition        Report By
 JQ0448  HISTORY     - 1984     MONUMENTED       NGS
 JQ0448
 JQ0448                          STATION DESCRIPTION
 JQ0448
 JQ0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0448'38.5 KM (24.1 MI) EAST FROM TONOPAH.
 JQ0448'38.55 KM (24.1 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0448'HIGHWAY 95 AT TONOPAH, 0.55 KM (0.35 MI) EAST OF THE SOUTHEAST
 JQ0448'ENTRANCE OF THE SALSBURY REST AREA, 0.35 KM (0.2 MI) WEST OF MILEPOST
 JQ0448'26, 77.4 METERS (254 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND
 JQ0448'5.8 METERS (19 FT) WEST OF POWER POLE 1545299E WITH A CROSS ARM
 JQ0448'ATTACHED ON THE VERY TOP.
 JQ0448'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 JQ0448'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0471 ***********************************************************************
 JQ0471  DESIGNATION -  D 418
 JQ0471  PID         -  JQ0471
 JQ0471  STATE/COUNTY-  NV/NYE
 JQ0471  USGS QUAD   -  BUCKWHEAT RIM (1967)
 JQ0471
 JQ0471                         *CURRENT SURVEY CONTROL
 JQ0471  ___________________________________________________________________
 JQ0471* NAD 83(1986)-  38 22 24.     (N)    116 13 30.     (W)     SCALED    
 JQ0471* NAVD 88     -      1601.672  (meters)    5254.82   (feet)  ADJUSTED  
 JQ0471  ___________________________________________________________________
 JQ0471  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 JQ0471  DYNAMIC HT  -        1599.941 (meters)    5249.14  (feet)  COMP
 JQ0471  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 JQ0471
 JQ0471  VERT ORDER  -  FIRST     CLASS II
 JQ0471
 JQ0471.The horizontal coordinates were scaled from a topographic map and have
 JQ0471.an estimated accuracy of +/- 6 seconds.
 JQ0471
 JQ0471.The orthometric height was determined by differential leveling
 JQ0471.and adjusted by the National Geodetic Survey in June 1991..
 JQ0471
 JQ0471.The geoid height was determined by GEOID03.
 JQ0471
 JQ0471.The dynamic height is computed by dividing the NAVD 88
 JQ0471.geopotential number by the normal gravity value computed on the
 JQ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0471.degrees latitude (g = 980.6199 gals.).
 JQ0471
 JQ0471.The modeled gravity was interpolated from observed gravity values.
 JQ0471
 JQ0471;                    North         East    Units  Estimated Accuracy
 JQ0471;SPC NV C     - 6,402,130.      538,590.      MT  (+/- 180 meters Scaled)
 JQ0471
 JQ0471                          SUPERSEDED SURVEY CONTROL
 JQ0471
 JQ0471.No superseded survey control is available for this station.
 JQ0471
 JQ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC676475(NAD 83)
 JQ0471_MARKER: I = METAL ROD
 JQ0471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0471_SP_SET: STAINLESS STEEL ROD
 JQ0471_STAMPING: D 418 1984
 JQ0471_MARK LOGO: NGS   
 JQ0471_PROJECTION: FLUSH
 JQ0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0471+STABILITY: POSITION/ELEVATION WELL
 JQ0471_ROD/PIPE-DEPTH: 7.3  meters
 JQ0471
 JQ0471  HISTORY     - Date     Condition        Report By
 JQ0471  HISTORY     - 1984     MONUMENTED       NGS
 JQ0471
 JQ0471                          STATION DESCRIPTION
 JQ0471
 JQ0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0471'23.9 KM (14.9 MI) NE FROM WARM SPRINGS.
 JQ0471'23.9 KM (14.95 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0471'STATE HIGHWAY 375 AT WARM SPRINGS, AT THE BLUE JAY HIGHWAY MAINTANCE
 JQ0471'STATION, 60.6 METERS (199 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 JQ0471'58.8 METERS (193 FT) SOUTHEAST OF MILEPOST 66, 45.4 METERS (149 FT)
 JQ0471'NORTHEAST OF THE CENTER OF THE NORTHEAST ENTRANCE ROAD TO THE STATION,
 JQ0471'0.6 METER (2 FT) NORTHWEST OF THE FENCE AND 0.9 METER (3 FT) WEST OF
 JQ0471'THE NORTH FENCE CORNER FOR A CHAIN LINK FENCE.
 JQ0471'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 JQ0471'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0290 ***********************************************************************
 JP0290  DESIGNATION -  D 419
 JP0290  PID         -  JP0290
 JP0290  STATE/COUNTY-  NV/NYE
 JP0290  USGS QUAD   -  BLUE EAGLE SPRINGS SW (1990)
 JP0290
 JP0290                         *CURRENT SURVEY CONTROL
 JP0290  ___________________________________________________________________
 JP0290* NAD 83(1986)-  38 37 10.     (N)    115 39 46.     (W)     SCALED    
 JP0290* NAVD 88     -      1452.924  (meters)    4766.80   (feet)  ADJUSTED  
 JP0290  ___________________________________________________________________
 JP0290  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 JP0290  DYNAMIC HT  -        1451.428 (meters)    4761.89  (feet)  COMP
 JP0290  MODELED GRAV-     979,548.5   (mgal)                       NAVD 88
 JP0290
 JP0290  VERT ORDER  -  FIRST     CLASS II
 JP0290
 JP0290.The horizontal coordinates were scaled from a topographic map and have
 JP0290.an estimated accuracy of +/- 6 seconds.
 JP0290
 JP0290.The orthometric height was determined by differential leveling
 JP0290.and adjusted by the National Geodetic Survey in June 1991..
 JP0290
 JP0290.The geoid height was determined by GEOID03.
 JP0290
 JP0290.The dynamic height is computed by dividing the NAVD 88
 JP0290.geopotential number by the normal gravity value computed on the
 JP0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0290.degrees latitude (g = 980.6199 gals.).
 JP0290
 JP0290.The modeled gravity was interpolated from observed gravity values.
 JP0290
 JP0290;                    North         East    Units  Estimated Accuracy
 JP0290;SPC NV C     - 6,429,840.      587,420.      MT  (+/- 180 meters Scaled)
 JP0290
 JP0290                          SUPERSEDED SURVEY CONTROL
 JP0290
 JP0290.No superseded survey control is available for this station.
 JP0290
 JP0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC164753(NAD 83)
 JP0290_MARKER: I = METAL ROD
 JP0290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JP0290_SP_SET: STAINLESS STEEL ROD
 JP0290_STAMPING: D 419 1984
 JP0290_MARK LOGO: NGS   
 JP0290_PROJECTION: FLUSH
 JP0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0290_ROD/PIPE-DEPTH: 8.5  meters
 JP0290
 JP0290  HISTORY     - Date     Condition        Report By
 JP0290  HISTORY     - 1984     MONUMENTED       NGS
 JP0290
 JP0290                          STATION DESCRIPTION
 JP0290
 JP0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0290'22.4 KM (14.0 MI) SW FROM CURRANT.
 JP0290'22.4 KM (14.0 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0290'STATE HIGHWAY 379 AT CURRANT, IN THE SOUTH CORNER OF THE T JUNCTION OF
 JP0290'TRAP SPRING ROAD, 0.25 KM (0.15 MI) NORTHEAST OF MILEPOST 104,
 JP0290'31.4 METERS (113 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE AND
 JP0290'35.5 METERS (116.5 FT) SOUTHWEST OF THE CENTER OF THE ROAD.
 JP0290'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JP0290'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0050 ***********************************************************************
 KP0050  DESIGNATION -  D 42
 KP0050  PID         -  KP0050
 KP0050  STATE/COUNTY-  NV/WHITE PINE
 KP0050  USGS QUAD   -  MAJORS PLACE (1993)
 KP0050
 KP0050                         *CURRENT SURVEY CONTROL
 KP0050  ___________________________________________________________________
 KP0050* NAD 83(1986)-  39 02 07.     (N)    114 33 18.     (W)     SCALED    
 KP0050* NAVD 88     -      1873.278  (meters)    6145.91   (feet)  ADJUSTED  
 KP0050  ___________________________________________________________________
 KP0050  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 KP0050  DYNAMIC HT  -        1871.262 (meters)    6139.30  (feet)  COMP
 KP0050  MODELED GRAV-     979,485.1   (mgal)                       NAVD 88
 KP0050
 KP0050  VERT ORDER  -  FIRST     CLASS II
 KP0050
 KP0050.The horizontal coordinates were scaled from a topographic map and have
 KP0050.an estimated accuracy of +/- 6 seconds.
 KP0050
 KP0050.The orthometric height was determined by differential leveling
 KP0050.and adjusted by the National Geodetic Survey in June 1991..
 KP0050
 KP0050.The geoid height was determined by GEOID03.
 KP0050
 KP0050.The dynamic height is computed by dividing the NAVD 88
 KP0050.geopotential number by the normal gravity value computed on the
 KP0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0050.degrees latitude (g = 980.6199 gals.).
 KP0050
 KP0050.The modeled gravity was interpolated from observed gravity values.
 KP0050
 KP0050;                    North         East    Units  Estimated Accuracy
 KP0050;SPC NV E     - 8,476,020.      289,030.      MT  (+/- 180 meters Scaled)
 KP0050
 KP0050                          SUPERSEDED SURVEY CONTROL
 KP0050
 KP0050  NGVD 29 (??/??/92) 1872.022  (m)         6141.79   (f) ADJ UNCH    1 2
 KP0050
 KP0050.Superseded values are not recommended for survey control.
 KP0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0050.See file dsdata.txt to determine how the superseded data were derived.
 KP0050
 KP0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD116235(NAD 83)
 KP0050_MARKER: DB = BENCH MARK DISK
 KP0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0050_STAMPING: D 42 1934
 KP0050_MARK LOGO: CGS   
 KP0050_PROJECTION: PROJECTING 10 CENTIMETERS
 KP0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0050+STABILITY: SURFACE MOTION
 KP0050
 KP0050  HISTORY     - Date     Condition        Report By
 KP0050  HISTORY     - 1934     MONUMENTED       CGS
 KP0050  HISTORY     - 1957     GOOD             NGS
 KP0050  HISTORY     - 1984     GOOD             NGS
 KP0050
 KP0050                          STATION DESCRIPTION
 KP0050
 KP0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KP0050'29.2 MI SE FROM ELY.
 KP0050'29.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM THE COUNTY COURTHOUSE
 KP0050'AT ELY, AT A WAGON-ROAD CROSSING, 45 FEET NORTHEAST OF THE CENTERLINE
 KP0050'OF THE HIGHWAY, AND 18 FEET SOUTHEAST OF THE ROAD.  A STANDARD DISK,
 KP0050'STAMPED D 42 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 KP0050'MARK IS ALONG THE OLD HIGHWAY.  A NEW HIGHWAY HAS BEEN BUILT IN THE
 KP0050'AREA.
 KP0050
 KP0050                          STATION RECOVERY (1984)
 KP0050
 KP0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0050'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.7 KM
 KP0050'(5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0050'OFFICE AT BAKER, THENCE 46.95 KM (29.3 MI) WEST ALONG US HIGHWAYS 6
 KP0050'AND 50, 0.5 KM (0.3 MI) SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY
 KP0050'893, 0.75 KM (0.45 MI) NORTHEAST OF MILEPOST 66, 112.9 METERS
 KP0050'(370.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 51.9 METERS (170.5 FT)
 KP0050'NORTHWEST OF THE RIGHT OF WAY FENCE, 13.7 METERS (45 FT) NORTHWEST OF
 KP0050'THE CENTER OF THE OLD HIGHWAY AND 5.5 METERS (18 FT) EAST OF THE
 KP0050'CENTER OF A TRACK ROAD.
 KP0050'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 KP0050'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0317 ***********************************************************************
 JP0317  DESIGNATION -  D 420
 JP0317  PID         -  JP0317
 JP0317  STATE/COUNTY-  NV/WHITE PINE
 JP0317  USGS QUAD   -  BADGER HOLE SPRING (1978)
 JP0317
 JP0317                         *CURRENT SURVEY CONTROL
 JP0317  ___________________________________________________________________
 JP0317* NAD 83(1986)-  38 55 22.     (N)    115 10 36.     (W)     SCALED    
 JP0317* NAVD 88     -      1842.160  (meters)    6043.82   (feet)  ADJUSTED  
 JP0317  ___________________________________________________________________
 JP0317  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 JP0317  DYNAMIC HT  -        1840.159 (meters)    6037.26  (feet)  COMP
 JP0317  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 JP0317
 JP0317  VERT ORDER  -  FIRST     CLASS II
 JP0317
 JP0317.The horizontal coordinates were scaled from a topographic map and have
 JP0317.an estimated accuracy of +/- 6 seconds.
 JP0317
 JP0317.The orthometric height was determined by differential leveling
 JP0317.and adjusted by the National Geodetic Survey in June 1991..
 JP0317
 JP0317.The geoid height was determined by GEOID03.
 JP0317
 JP0317.The dynamic height is computed by dividing the NAVD 88
 JP0317.geopotential number by the normal gravity value computed on the
 JP0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0317.degrees latitude (g = 980.6199 gals.).
 JP0317
 JP0317.The modeled gravity was interpolated from observed gravity values.
 JP0317
 JP0317;                    North         East    Units  Estimated Accuracy
 JP0317;SPC NV E     - 8,463,110.      235,260.      MT  (+/- 180 meters Scaled)
 JP0317
 JP0317                          SUPERSEDED SURVEY CONTROL
 JP0317
 JP0317.No superseded survey control is available for this station.
 JP0317
 JP0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD580097(NAD 83)
 JP0317_MARKER: I = METAL ROD
 JP0317_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JP0317_SP_SET: STAINLESS STEEL ROD
 JP0317_STAMPING: D 420 1984
 JP0317_MARK LOGO: NGS   
 JP0317_PROJECTION: FLUSH
 JP0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0317+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 JP0317_ROD/PIPE-DEPTH: 7.0  meters
 JP0317
 JP0317  HISTORY     - Date     Condition        Report By
 JP0317  HISTORY     - 1984     MONUMENTED       NGS
 JP0317  HISTORY     - 20060914 GOOD             NVGS
 JP0317
 JP0317                          STATION DESCRIPTION
 JP0317
 JP0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0317'35.1 KM (21.9 MI) NE FROM CURRANT.
 JP0317'35.15 KM (21.95 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION
 JP0317'WITH STATE HIGHWAY 379 AT CURRANT, 0.6 KM (0.35 MI) SOUTH OF THE
 JP0317'CROSSING OF THE WHITE RIVER, 28.9 METERS (95 FT) WEST OF THE HIGHWAY
 JP0317'CENTERLINE, 74.2 METERS (243.5 FT) NORTH OF THE CENTER OF A DIRT ROAD,
 JP0317'28.6 METERS (94 FT) SOUTHWEST OF MILEPOST 8 AND 3.2 METERS (10.5 FT)
 JP0317'EAST OF THE CENTER OF A TRACK ROAD.
 JP0317'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 JP0317'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 JP0317
 JP0317                          STATION RECOVERY (2006)
 JP0317
 JP0317'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2006 (DRH)
 JP0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0229 ***********************************************************************
 KP0229  DESIGNATION -  D 421
 KP0229  PID         -  KP0229
 KP0229  STATE/COUNTY-  NV/WHITE PINE
 KP0229  USGS QUAD   -  ELY (1978)
 KP0229
 KP0229                         *CURRENT SURVEY CONTROL
 KP0229  ___________________________________________________________________
 KP0229* NAD 83(1986)-  39 13 40.     (N)    114 55 06.     (W)     SCALED    
 KP0229* NAVD 88     -      2098.519  (meters)    6884.89   (feet)  ADJUSTED  
 KP0229  ___________________________________________________________________
 KP0229  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 KP0229  DYNAMIC HT  -        2096.217 (meters)    6877.34  (feet)  COMP
 KP0229  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 KP0229
 KP0229  VERT ORDER  -  FIRST     CLASS II
 KP0229
 KP0229.The horizontal coordinates were scaled from a topographic map and have
 KP0229.an estimated accuracy of +/- 6 seconds.
 KP0229
 KP0229.The orthometric height was determined by differential leveling
 KP0229.and adjusted by the National Geodetic Survey in June 1991..
 KP0229
 KP0229.The geoid height was determined by GEOID03.
 KP0229
 KP0229.The dynamic height is computed by dividing the NAVD 88
 KP0229.geopotential number by the normal gravity value computed on the
 KP0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0229.degrees latitude (g = 980.6199 gals.).
 KP0229
 KP0229.The modeled gravity was interpolated from observed gravity values.
 KP0229
 KP0229;                    North         East    Units  Estimated Accuracy
 KP0229;SPC NV E     - 8,497,090.      257,420.      MT  (+/- 180 meters Scaled)
 KP0229
 KP0229                          SUPERSEDED SURVEY CONTROL
 KP0229
 KP0229.No superseded survey control is available for this station.
 KP0229
 KP0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD796441(NAD 83)
 KP0229_MARKER: DB = BENCH MARK DISK
 KP0229_SETTING: 66 = SET IN ROCK OUTCROP
 KP0229_SP_SET: ROCK OUTCROP
 KP0229_STAMPING: D 421 1984
 KP0229_MARK LOGO: NGS   
 KP0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0229+STABILITY: POSITION/ELEVATION WELL
 KP0229
 KP0229  HISTORY     - Date     Condition        Report By
 KP0229  HISTORY     - 1984     MONUMENTED       NGS
 KP0229
 KP0229                          STATION DESCRIPTION
 KP0229
 KP0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0229'5.2 KM (3.2 MI) SW FROM ELY.
 KP0229'5.2 KM (3.25 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 KP0229'US HIGHWAY 93 AT ELY, IN TOP OF AND 2.4 METERS (8 FT) SOUTH OF THE
 KP0229'NORTH END OF A 3 BY 20 FOOT LIMESTONE OUTCROP PROJECTING 3 FEET, IN
 KP0229'THE NORTHWEST CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING NORTH,
 KP0229'0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST 35, 61.0 METERS (200 FT) NORTH
 KP0229'OF THE HIGHWAY CENTERLINE, 8.2 METERS (27 FT) WEST OF THE CENTER OF
 KP0229'THE ROAD, 1.5 METERS (5 FT) ABOVE THE ROAD.
 KP0229'THE MARK IS 0.2 METERS  E FROM A WITNESS POST.
 KP0229'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0752 ***********************************************************************
 LR0752  DESIGNATION -  D 422
 LR0752  PID         -  LR0752
 LR0752  STATE/COUNTY-  NV/EUREKA
 LR0752  USGS QUAD   -  EMIGRANT PASS (1986)
 LR0752
 LR0752                         *CURRENT SURVEY CONTROL
 LR0752  ___________________________________________________________________
 LR0752* NAD 83(1986)-  40 38 46.     (N)    116 18 45.     (W)     SCALED    
 LR0752* NAVD 88     -      1713.490  (meters)    5621.68   (feet)  ADJUSTED  
 LR0752  ___________________________________________________________________
 LR0752  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 LR0752  DYNAMIC HT  -        1712.026 (meters)    5616.87  (feet)  COMP
 LR0752  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 LR0752
 LR0752  VERT ORDER  -  FIRST     CLASS II
 LR0752
 LR0752.The horizontal coordinates were scaled from a topographic map and have
 LR0752.an estimated accuracy of +/- 6 seconds.
 LR0752
 LR0752.The orthometric height was determined by differential leveling
 LR0752.and adjusted by the National Geodetic Survey in June 1991..
 LR0752
 LR0752.The geoid height was determined by GEOID03.
 LR0752
 LR0752.The dynamic height is computed by dividing the NAVD 88
 LR0752.geopotential number by the normal gravity value computed on the
 LR0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0752.degrees latitude (g = 980.6199 gals.).
 LR0752
 LR0752.The modeled gravity was interpolated from observed gravity values.
 LR0752
 LR0752;                    North         East    Units  Estimated Accuracy
 LR0752;SPC NV E     - 8,654,610.      138,330.      MT  (+/- 180 meters Scaled)
 LR0752
 LR0752                          SUPERSEDED SURVEY CONTROL
 LR0752
 LR0752.No superseded survey control is available for this station.
 LR0752
 LR0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE581997(NAD 83)
 LR0752_MARKER: DB = BENCH MARK DISK
 LR0752_SETTING: 66 = SET IN ROCK OUTCROP
 LR0752_SP_SET: ROCK OUTCROP
 LR0752_STAMPING: D 422 1984
 LR0752_MARK LOGO: NGS   
 LR0752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0752+STABILITY: POSITION/ELEVATION WELL
 LR0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0752+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 LR0752
 LR0752  HISTORY     - Date     Condition        Report By
 LR0752  HISTORY     - 1984     MONUMENTED       NGS
 LR0752  HISTORY     - 20040512 GOOD             NVGS
 LR0752
 LR0752                          STATION DESCRIPTION
 LR0752
 LR0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0752'18.3 KM (11.4 MI) SW FROM CARLIN.
 LR0752'18.35 KM (11.45 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF
 LR0752'STATE HIGHWAY 278 AT CARLIN, IN TOP OF AND 1.5 METERS (5 FT) NORTHEAST
 LR0752'OF THE SOUTHWEST EDGE OF A 15 BY 20 FOOT PORTION OF BASALT OUTCROP
 LR0752'PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND, 0.4 KM (0.25 MI)
 LR0752'NORTHEAST OF MILEPOST 268, AT THE NORTHEAST END OF A LONG CUT BANK,
 LR0752'25.3 METERS (83 FT) NORTHWEST OF THE WEST BOUND HIGHWAY CENTERLINE,
 LR0752'35.9 METERS (118 FT) SOUTHEAST OF THE SOUTHWEST END OF A WOODEN RIGHT
 LR0752'OF WAY FENCE BRACE AND 1.2 METERS (4 FT) SOUTHEAST OF THE SOUTHWEST
 LR0752'END OF THE ROCK.
 LR0752'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 LR0752'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 LR0752
 LR0752                          STATION RECOVERY (2004)
 LR0752
 LR0752'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2004 (DRH)
 LR0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0701 ***********************************************************************
 MT0701  DESIGNATION -  D 423
 MT0701  PID         -  MT0701
 MT0701  STATE/COUNTY-  NV/ELKO
 MT0701  USGS QUAD   -  WELLS (1982)
 MT0701
 MT0701                         *CURRENT SURVEY CONTROL
 MT0701  ___________________________________________________________________
 MT0701* NAD 83(1986)-  41 06 18.     (N)    114 53 04.     (W)     SCALED    
 MT0701* NAVD 88     -      1821.487  (meters)    5976.00   (feet)  ADJUSTED  
 MT0701  ___________________________________________________________________
 MT0701  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 MT0701  DYNAMIC HT  -        1819.944 (meters)    5970.93  (feet)  COMP
 MT0701  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 MT0701
 MT0701  VERT ORDER  -  FIRST     CLASS II
 MT0701
 MT0701.The horizontal coordinates were scaled from a topographic map and have
 MT0701.an estimated accuracy of +/- 6 seconds.
 MT0701
 MT0701.The orthometric height was determined by differential leveling
 MT0701.and adjusted by the National Geodetic Survey in June 1991..
 MT0701
 MT0701.The geoid height was determined by GEOID03.
 MT0701
 MT0701.The dynamic height is computed by dividing the NAVD 88
 MT0701.geopotential number by the normal gravity value computed on the
 MT0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0701.degrees latitude (g = 980.6199 gals.).
 MT0701
 MT0701.The modeled gravity was interpolated from observed gravity values.
 MT0701
 MT0701;                    North         East    Units  Estimated Accuracy
 MT0701;SPC NV E     - 8,705,540.      258,700.      MT  (+/- 180 meters Scaled)
 MT0701
 MT0701                          SUPERSEDED SURVEY CONTROL
 MT0701
 MT0701.No superseded survey control is available for this station.
 MT0701
 MT0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF776525(NAD 83)
 MT0701_MARKER: I = METAL ROD
 MT0701_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0701_SP_SET: STAINLESS STEEL ROD
 MT0701_STAMPING: D 423 1984
 MT0701_MARK LOGO: NGS   
 MT0701_PROJECTION: FLUSH
 MT0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0701_ROD/PIPE-DEPTH: 3.3  meters
 MT0701
 MT0701  HISTORY     - Date     Condition        Report By
 MT0701  HISTORY     - 1984     MONUMENTED       NGS
 MT0701
 MT0701                          STATION DESCRIPTION
 MT0701
 MT0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MT0701'6.4 KM (4.0 MI) EAST FROM WELLS.
 MT0701'6.4 KM (4.0 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE OVER
 MT0701'US HIGHWAY 93 AT WELLS, 0.33 KM (0.2 MI) WEST OF MILEPOST 356,
 MT0701'60.3 METERS (198 FT) SOUTH OF THE EAST BOUND HIGHWAY CENTERLINE,
 MT0701'67.3 METERS (221 FT) SOUTHWEST OF THE WEST END OF THE SOUTH HEADWALL
 MT0701'FOR A 6- BY 8-FOOT BOX CULVERT, 1.0 METER (3.5 FT) WEST OF A FENCE
 MT0701'CORNER FOR AN OFFSET IN THE RIGHT OF WAY FENCE AND 0.5 METER (1.5 FT)
 MT0701'NORTH OF THE RIGHT OF WAY FENCE.
 MT0701'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 MT0701'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0375 ***********************************************************************
 MU0375  DESIGNATION -  D 424
 MU0375  PID         -  MU0375
 MU0375  STATE/COUNTY-  NV/HUMBOLDT
 MU0375  USGS QUAD   -  WESO (1983)
 MU0375
 MU0375                         *CURRENT SURVEY CONTROL
 MU0375  ___________________________________________________________________
 MU0375* NAD 83(1986)-  41 01 27.     (N)    117 43 32.     (W)     SCALED    
 MU0375* NAVD 88     -      1372.294  (meters)    4502.27   (feet)  ADJUSTED  
 MU0375  ___________________________________________________________________
 MU0375  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 MU0375  DYNAMIC HT  -        1371.248 (meters)    4498.84  (feet)  COMP
 MU0375  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 MU0375
 MU0375  VERT ORDER  -  FIRST     CLASS II
 MU0375
 MU0375.The horizontal coordinates were scaled from a topographic map and have
 MU0375.an estimated accuracy of +/- 6 seconds.
 MU0375
 MU0375.The orthometric height was determined by differential leveling
 MU0375.and adjusted by the National Geodetic Survey in June 1991..
 MU0375
 MU0375.The geoid height was determined by GEOID03.
 MU0375
 MU0375.The dynamic height is computed by dividing the NAVD 88
 MU0375.geopotential number by the normal gravity value computed on the
 MU0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0375.degrees latitude (g = 980.6199 gals.).
 MU0375
 MU0375.The modeled gravity was interpolated from observed gravity values.
 MU0375
 MU0375;                    North         East    Units  Estimated Accuracy
 MU0375;SPC NV W     - 4,696,680.      872,140.      MT  (+/- 180 meters Scaled)
 MU0375
 MU0375                          SUPERSEDED SURVEY CONTROL
 MU0375
 MU0375.No superseded survey control is available for this station.
 MU0375
 MU0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF390416(NAD 83)
 MU0375_MARKER: DB = BENCH MARK DISK
 MU0375_SETTING: 66 = SET IN ROCK OUTCROP
 MU0375_SP_SET: ROCK OUTCROP
 MU0375_STAMPING: D 424 1984
 MU0375_MARK LOGO: NGS   
 MU0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0375+STABILITY: POSITION/ELEVATION WELL
 MU0375
 MU0375  HISTORY     - Date     Condition        Report By
 MU0375  HISTORY     - 1984     MONUMENTED       NGS
 MU0375
 MU0375                          STATION DESCRIPTION
 MU0375
 MU0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0375'6.2 KM (3.8 MI) NORTH FROM WINNEMUCCA.
 MU0375'6.18 KM (3.84 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0375'WINNEMUCCA, IN TOP OF THE EAST EDGE OF A 4 BY 4 FOOT ROUND TOPPED
 MU0375'PORTION OF GRAY VOLCANIC OUTCROP PROJECTING 6 INCHES AT THE NORTH END
 MU0375'OF A ROCKY CUT, 0.21 KM (0.13 MI) SOUTH OF THE T JUNCTION OF A PAVED
 MU0375'ROAD LEADING WEST TO A LAND FILL, 0.40 KM (0.25 MI) SOUTH OF MILEPOST
 MU0375'4, 18.0 METERS (59 FT) EAST OF THE HIGHWAY CENTERLINE AND 38.2 METERS
 MU0375'(125.5 FT) WEST OF THE RIGHT OF WAY FENCE.
 MU0375'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 MU0375'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0399 ***********************************************************************
 MU0399  DESIGNATION -  D 425
 MU0399  PID         -  MU0399
 MU0399  STATE/COUNTY-  NV/HUMBOLDT
 MU0399  USGS QUAD   -  ANDORNO RANCH (1982)
 MU0399
 MU0399                         *CURRENT SURVEY CONTROL
 MU0399  ___________________________________________________________________
 MU0399* NAD 83(1986)-  41 23 32.     (N)    117 46 46.     (W)     SCALED    
 MU0399* NAVD 88     -      1428.312  (meters)    4686.05   (feet)  ADJUSTED  
 MU0399  ___________________________________________________________________
 MU0399  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 MU0399  DYNAMIC HT  -        1427.279 (meters)    4682.66  (feet)  COMP
 MU0399  MODELED GRAV-     979,850.3   (mgal)                       NAVD 88
 MU0399
 MU0399  VERT ORDER  -  FIRST     CLASS II
 MU0399
 MU0399.The horizontal coordinates were scaled from a topographic map and have
 MU0399.an estimated accuracy of +/- 6 seconds.
 MU0399
 MU0399.The orthometric height was determined by differential leveling
 MU0399.and adjusted by the National Geodetic Survey in June 1991..
 MU0399
 MU0399.The geoid height was determined by GEOID03.
 MU0399
 MU0399.The dynamic height is computed by dividing the NAVD 88
 MU0399.geopotential number by the normal gravity value computed on the
 MU0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0399.degrees latitude (g = 980.6199 gals.).
 MU0399
 MU0399.The modeled gravity was interpolated from observed gravity values.
 MU0399
 MU0399;                    North         East    Units  Estimated Accuracy
 MU0399;SPC NV W     - 4,737,510.      867,230.      MT  (+/- 180 meters Scaled)
 MU0399
 MU0399                          SUPERSEDED SURVEY CONTROL
 MU0399
 MU0399.No superseded survey control is available for this station.
 MU0399
 MU0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF348825(NAD 83)
 MU0399_MARKER: I = METAL ROD
 MU0399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0399_SP_SET: STAINLESS STEEL ROD
 MU0399_STAMPING: D 425 1984
 MU0399_MARK LOGO: NGS   
 MU0399_PROJECTION: FLUSH
 MU0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0399_ROD/PIPE-DEPTH: 3.0  meters
 MU0399
 MU0399  HISTORY     - Date     Condition        Report By
 MU0399  HISTORY     - 1984     MONUMENTED       NGS
 MU0399
 MU0399                          STATION DESCRIPTION
 MU0399
 MU0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0399'50.5 KM (31.4 MI) NORTH FROM WINNEMUCCA.
 MU0399'50.46 KM (31.36 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0399'WINNEMUCCA, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A DIRT ROAD
 MU0399'(OLD DENIO HIGHWAY) LEADING WEST TO AMOS, 0.27 KM (0.17 MI) NORTHWEST
 MU0399'OF MILEPOST 31, 61.3 METERS (201 FT) SOUTHWEST OF THE HIGHWAY
 MU0399'CENTERLINE, 11.3 METERS (37 FT) SOUTHEAST OF THE EAST CORNER OF A
 MU0399'CATTLE GUARD, 8.4 METERS (27.5 FT) SOUTHEAST OF A TELEPHONE POLE AND
 MU0399'0.5 METER (1.5 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 MU0399'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 MU0399'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0761 ***********************************************************************
 LR0761  DESIGNATION -  D 426
 LR0761  PID         -  LR0761
 LR0761  STATE/COUNTY-  NV/LANDER
 LR0761  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0761
 LR0761                         *CURRENT SURVEY CONTROL
 LR0761  ___________________________________________________________________
 LR0761* NAD 83(1986)-  40 37 49.     (N)    116 55 16.     (W)     SCALED    
 LR0761* NAVD 88     -      1375.849  (meters)    4513.93   (feet)  ADJUSTED  
 LR0761  ___________________________________________________________________
 LR0761  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 LR0761  DYNAMIC HT  -        1374.736 (meters)    4510.28  (feet)  COMP
 LR0761  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 LR0761
 LR0761  VERT ORDER  -  FIRST     CLASS II
 LR0761
 LR0761.The horizontal coordinates were scaled from a topographic map and have
 LR0761.an estimated accuracy of +/- 6 seconds.
 LR0761
 LR0761.The orthometric height was determined by differential leveling
 LR0761.and adjusted by the National Geodetic Survey in June 1991..
 LR0761
 LR0761.The geoid height was determined by GEOID03.
 LR0761
 LR0761.The dynamic height is computed by dividing the NAVD 88
 LR0761.geopotential number by the normal gravity value computed on the
 LR0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0761.degrees latitude (g = 980.6199 gals.).
 LR0761
 LR0761.The modeled gravity was interpolated from observed gravity values.
 LR0761
 LR0761;                    North         East    Units  Estimated Accuracy
 LR0761;SPC NV C     - 6,652,620.      478,480.      MT  (+/- 180 meters Scaled)
 LR0761
 LR0761                          SUPERSEDED SURVEY CONTROL
 LR0761
 LR0761.No superseded survey control is available for this station.
 LR0761
 LR0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE066977(NAD 83)
 LR0761_MARKER: I = METAL ROD
 LR0761_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0761_SP_SET: STAINLESS STEEL ROD
 LR0761_STAMPING: D 426 1984
 LR0761_MARK LOGO: NGS   
 LR0761_PROJECTION: FLUSH
 LR0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0761_ROD/PIPE-DEPTH: 12.2 meters
 LR0761
 LR0761  HISTORY     - Date     Condition        Report By
 LR0761  HISTORY     - 1984     MONUMENTED       NGS
 LR0761
 LR0761                          STATION DESCRIPTION
 LR0761
 LR0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0761'1.8 KM (1.1 MI) SE FROM BATTLE MOUNTAIN.
 LR0761'1.7 KM (1.05 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 LR0761'ITS STATION AT BATTLE MOUNTAIN, THENCE 0.15 KM (0.1 MI) SOUTHWEST
 LR0761'ALONG A DIRT ROAD, 11.3 METERS (37 FT) NORTHWEST OF THE CENTER OF THE
 LR0761'ROAD, 21.8 METERS (71.5 FT) NORTHEAST OF THE CENTER OF OLD US HIGHWAY
 LR0761'40, 22.2 METERS (73 FT) EAST OF THE SOUTHEAST END OF THE NORTHEAST
 LR0761'HEADWALL FOR A 3 CHANNEL BOX CULVERT UNDER THE HIGHWAY.
 LR0761'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 LR0761'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0239 ***********************************************************************
 KP0239  DESIGNATION -  D 427
 KP0239  PID         -  KP0239
 KP0239  STATE/COUNTY-  NV/WHITE PINE
 KP0239  USGS QUAD   -  COMINS LAKE (1978)
 KP0239
 KP0239                         *CURRENT SURVEY CONTROL
 KP0239  ___________________________________________________________________
 KP0239* NAD 83(1986)-  39 12 49.     (N)    114 51 08.     (W)     SCALED    
 KP0239* NAVD 88     -      2016.416  (meters)    6615.52   (feet)  ADJUSTED  
 KP0239  ___________________________________________________________________
 KP0239  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 KP0239  DYNAMIC HT  -        2014.207 (meters)    6608.28  (feet)  COMP
 KP0239  MODELED GRAV-     979,460.2   (mgal)                       NAVD 88
 KP0239
 KP0239  VERT ORDER  -  FIRST     CLASS II
 KP0239
 KP0239.The horizontal coordinates were scaled from a topographic map and have
 KP0239.an estimated accuracy of +/- 6 seconds.
 KP0239
 KP0239.The orthometric height was determined by differential leveling
 KP0239.and adjusted by the National Geodetic Survey in June 1991..
 KP0239
 KP0239.The geoid height was determined by GEOID03.
 KP0239
 KP0239.The dynamic height is computed by dividing the NAVD 88
 KP0239.geopotential number by the normal gravity value computed on the
 KP0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0239.degrees latitude (g = 980.6199 gals.).
 KP0239
 KP0239.The modeled gravity was interpolated from observed gravity values.
 KP0239
 KP0239;                    North         East    Units  Estimated Accuracy
 KP0239;SPC NV E     - 8,495,570.      263,140.      MT  (+/- 180 meters Scaled)
 KP0239
 KP0239                          SUPERSEDED SURVEY CONTROL
 KP0239
 KP0239.No superseded survey control is available for this station.
 KP0239
 KP0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD854426(NAD 83)
 KP0239_MARKER: I = METAL ROD
 KP0239_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0239_SP_SET: STAINLESS STEEL ROD
 KP0239_STAMPING: D 427 1984
 KP0239_MARK LOGO: NGS   
 KP0239_PROJECTION: FLUSH
 KP0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0239_ROD/PIPE-DEPTH: 6.1  meters
 KP0239
 KP0239  HISTORY     - Date     Condition        Report By
 KP0239  HISTORY     - 1984     MONUMENTED       NGS
 KP0239
 KP0239                          STATION DESCRIPTION
 KP0239
 KP0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0239'3.6 KM (2.3 MI) SE FROM ELY.
 KP0239'3.65 KM (2.3 MI) SOUTHEAST ALONG US HIGHWAYS 6, 93 AND 50 FROM THE
 KP0239'JUNCTION OF US HIGHWAYS 6 AND 93 AT ELY, 0.65 KM (0.4 MI) SOUTHEAST OF
 KP0239'MILEPOST 41, 0.25 KM (0.15 MI) SOUTHEAST OF THE ENTRANCE ROAD TO THE
 KP0239'K.O.A. CAMPGROUND, 64.3 METERS (211 FT) NORTHEAST OF THE HIGHWAY
 KP0239'CENTERLINE, 89.0 METERS (292 FT) NORTH OF THE NORTHWEST END OF THE
 KP0239'NORTHEAST HEADWALL FOR A 24-INCH CORRUGATED METAL PIPE CULVERT,
 KP0239'5.8 METERS (19 FT) SOUTHEAST OF TELEPHONE POLE 48.
 KP0239'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 KP0239'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0266 ***********************************************************************
 KP0266  DESIGNATION -  D 428
 KP0266  PID         -  KP0266
 KP0266  STATE/COUNTY-  NV/WHITE PINE
 KP0266  USGS QUAD   -  MAJORS PLACE (1993)
 KP0266
 KP0266                         *CURRENT SURVEY CONTROL
 KP0266  ___________________________________________________________________
 KP0266* NAD 83(1986)-  39 01 52.     (N)    114 33 54.     (W)     SCALED    
 KP0266* NAVD 88     -      1913.307  (meters)    6277.24   (feet)  ADJUSTED  
 KP0266  ___________________________________________________________________
 KP0266  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 KP0266  DYNAMIC HT  -        1911.242 (meters)    6270.47  (feet)  COMP
 KP0266  MODELED GRAV-     979,480.2   (mgal)                       NAVD 88
 KP0266
 KP0266  VERT ORDER  -  FIRST     CLASS II
 KP0266
 KP0266.The horizontal coordinates were scaled from a topographic map and have
 KP0266.an estimated accuracy of +/- 6 seconds.
 KP0266
 KP0266.The orthometric height was determined by differential leveling
 KP0266.and adjusted by the National Geodetic Survey in June 1991..
 KP0266
 KP0266.The geoid height was determined by GEOID03.
 KP0266
 KP0266.The dynamic height is computed by dividing the NAVD 88
 KP0266.geopotential number by the normal gravity value computed on the
 KP0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0266.degrees latitude (g = 980.6199 gals.).
 KP0266
 KP0266.The modeled gravity was interpolated from observed gravity values.
 KP0266
 KP0266;                    North         East    Units  Estimated Accuracy
 KP0266;SPC NV E     - 8,475,550.      288,170.      MT  (+/- 180 meters Scaled)
 KP0266
 KP0266                          SUPERSEDED SURVEY CONTROL
 KP0266
 KP0266.No superseded survey control is available for this station.
 KP0266
 KP0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD107230(NAD 83)
 KP0266_MARKER: I = METAL ROD
 KP0266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0266_SP_SET: STAINLESS STEEL ROD
 KP0266_STAMPING: D 428 1984
 KP0266_MARK LOGO: NGS   
 KP0266_PROJECTION: FLUSH
 KP0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0266_ROD/PIPE-DEPTH: 4.8  meters
 KP0266
 KP0266  HISTORY     - Date     Condition        Report By
 KP0266  HISTORY     - 1984     MONUMENTED       NGS
 KP0266
 KP0266                          STATION DESCRIPTION
 KP0266
 KP0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0266'56.7 KM (35.4 MI) WEST FROM BAKER.
 KP0266'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0266'OFFICE AT BAKER, THENCE 48.0 KM (29.95 MI) WEST ALONG US HIGHWAYS 6
 KP0266'AND 50, 1.6 KM (1.0 MI) NORTHEAST OF THE JUNCTION OF US HIGHWAY 93,
 KP0266'1.45 KM (0.9 MI) SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 893,
 KP0266'0.16 KM (0.1 MI) SOUTHWEST OF MILEPOST 66, 60.0 METERS (197 FT)
 KP0266'NORTHWEST OF THE HIGHWAY CENTERLINE, 0.6 METER (2 FT) EAST OF THE
 KP0266'NORTHEAST POST FOR A BRACE IN THE RIGHT OF WAY FENCE AND 0.6 METER
 KP0266'(2 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 KP0266'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 KP0266'THE MARK IS 1.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0290 ***********************************************************************
 KP0290  DESIGNATION -  D 429
 KP0290  PID         -  KP0290
 KP0290  STATE/COUNTY-  NV/WHITE PINE
 KP0290  USGS QUAD   -  WINDY PEAK (1993)
 KP0290
 KP0290                         *CURRENT SURVEY CONTROL
 KP0290  ___________________________________________________________________
 KP0290* NAD 83(1986)-  39 06 08.     (N)    114 15 19.     (W)     SCALED    
 KP0290* NAVD 88     -      1892.435  (meters)    6208.76   (feet)  ADJUSTED  
 KP0290  ___________________________________________________________________
 KP0290  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 KP0290  DYNAMIC HT  -        1890.409 (meters)    6202.12  (feet)  COMP
 KP0290  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 KP0290
 KP0290  VERT ORDER  -  FIRST     CLASS II
 KP0290
 KP0290.The horizontal coordinates were scaled from a topographic map and have
 KP0290.an estimated accuracy of +/- 6 seconds.
 KP0290
 KP0290.The orthometric height was determined by differential leveling
 KP0290.and adjusted by the National Geodetic Survey in June 1991..
 KP0290
 KP0290.The geoid height was determined by GEOID03.
 KP0290
 KP0290.The dynamic height is computed by dividing the NAVD 88
 KP0290.geopotential number by the normal gravity value computed on the
 KP0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0290.degrees latitude (g = 980.6199 gals.).
 KP0290
 KP0290.The modeled gravity was interpolated from observed gravity values.
 KP0290
 KP0290;                    North         East    Units  Estimated Accuracy
 KP0290;SPC NV E     - 8,483,790.      314,870.      MT  (+/- 180 meters Scaled)
 KP0290
 KP0290                          SUPERSEDED SURVEY CONTROL
 KP0290
 KP0290.No superseded survey control is available for this station.
 KP0290
 KP0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD373317(NAD 83)
 KP0290_MARKER: I = METAL ROD
 KP0290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0290_SP_SET: STAINLESS STEEL ROD
 KP0290_STAMPING: D 429 1984
 KP0290_MARK LOGO: NGS   
 KP0290_PROJECTION: FLUSH
 KP0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0290_ROD/PIPE-DEPTH: 14.6 meters
 KP0290
 KP0290  HISTORY     - Date     Condition        Report By
 KP0290  HISTORY     - 1984     MONUMENTED       NGS
 KP0290
 KP0290                          STATION DESCRIPTION
 KP0290
 KP0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0290'16.5 KM (10.3 MI) WEST FROM BAKER.
 KP0290'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0290'OFFICE AT BAKER, THENCE 7.8 KM (4.9 MI) WEST ALONG US HIGHWAYS 6 AND
 KP0290'50, 60.3 METERS (198 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 KP0290'85.0 METERS (279 FT) SOUTH OF MILEPOST 90, 8.2 METERS (27 FT)
 KP0290'NORTHWEST OF THE NORTHWEST END OF A BRACE IN THE RIGHT OF WAY FENCE
 KP0290'AND 0.5 METER (1.5 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 KP0290'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 KP0290'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0138 ***********************************************************************
 KP0138  DESIGNATION -  D 43
 KP0138  PID         -  KP0138
 KP0138  STATE/COUNTY-  NV/WHITE PINE
 KP0138  USGS QUAD   -  ROBINSON SUMMIT (1990)
 KP0138
 KP0138                         *CURRENT SURVEY CONTROL
 KP0138  ___________________________________________________________________
 KP0138* NAD 83(1986)-  39 24 54.     (N)    115 04 53.     (W)     SCALED    
 KP0138* NAVD 88     -      2296.759  (meters)    7535.28   (feet)  ADJUSTED  
 KP0138  ___________________________________________________________________
 KP0138  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 KP0138  DYNAMIC HT  -        2294.233 (meters)    7527.00  (feet)  COMP
 KP0138  MODELED GRAV-     979,443.7   (mgal)                       NAVD 88
 KP0138
 KP0138  VERT ORDER  -  FIRST     CLASS II
 KP0138
 KP0138.The horizontal coordinates were scaled from a topographic map and have
 KP0138.an estimated accuracy of +/- 6 seconds.
 KP0138
 KP0138.The orthometric height was determined by differential leveling
 KP0138.and adjusted by the National Geodetic Survey in June 1991..
 KP0138
 KP0138.The geoid height was determined by GEOID03.
 KP0138
 KP0138.The dynamic height is computed by dividing the NAVD 88
 KP0138.geopotential number by the normal gravity value computed on the
 KP0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0138.degrees latitude (g = 980.6199 gals.).
 KP0138
 KP0138.The modeled gravity was interpolated from observed gravity values.
 KP0138
 KP0138;                    North         East    Units  Estimated Accuracy
 KP0138;SPC NV E     - 8,517,790.      243,220.      MT  (+/- 180 meters Scaled)
 KP0138
 KP0138                          SUPERSEDED SURVEY CONTROL
 KP0138
 KP0138  NGVD 29 (??/??/92) 2295.40   (m)         7530.8    (f) COMPUTED    1 2
 KP0138
 KP0138.Superseded values are not recommended for survey control.
 KP0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0138.See file dsdata.txt to determine how the superseded data were derived.
 KP0138
 KP0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD651645(NAD 83)
 KP0138_MARKER: DB = BENCH MARK DISK
 KP0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0138_STAMPING: D-43 1934
 KP0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0138+STABILITY: SURFACE MOTION
 KP0138
 KP0138  HISTORY     - Date     Condition        Report By
 KP0138  HISTORY     - 1934     MONUMENTED       CGS
 KP0138  HISTORY     - 1957     MARK NOT FOUND   USGS
 KP0138
 KP0138                          STATION DESCRIPTION
 KP0138
 KP0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0138'14.1 MI W FROM LANE CITY.
 KP0138'14.1 MILES WEST OF LANE CITY PUBLIC SCHOOL 33 FEET NORTH OF CENTER
 KP0138'LINE OF U.S. HIGHWAY 50, AND ABOUT 0.2 MILE BELOW TOP OF ROBINSONS
 KP0138'SUMMIT.  AT THE EAST END OF A CUT.
 KP0138
 KP0138                          STATION RECOVERY (1957)
 KP0138
 KP0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KP0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0139 ***********************************************************************
 KP0139  DESIGNATION -  D 43 RESET
 KP0139  PID         -  KP0139
 KP0139  STATE/COUNTY-  NV/WHITE PINE
 KP0139  USGS QUAD   -  ROBINSON SUMMIT (1990)
 KP0139
 KP0139                         *CURRENT SURVEY CONTROL
 KP0139  ___________________________________________________________________
 KP0139* NAD 83(1986)-  39 24 54.     (N)    115 04 53.     (W)     SCALED    
 KP0139* NAVD 88     -      2299.39   (+/-2cm)    7543.9    (feet)  VERTCON   
 KP0139  ___________________________________________________________________
 KP0139  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 KP0139
 KP0139  VERT ORDER  -  THIRD (See Below)
 KP0139
 KP0139.The horizontal coordinates were scaled from a topographic map and have
 KP0139.an estimated accuracy of +/- 6 seconds.
 KP0139
 KP0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0139.The vertical order pertains to the NGVD 29 superseded value.
 KP0139
 KP0139.The geoid height was determined by GEOID03.
 KP0139
 KP0139;                    North         East    Units  Estimated Accuracy
 KP0139;SPC NV E     - 8,517,790.      243,220.      MT  (+/- 180 meters Scaled)
 KP0139
 KP0139                          SUPERSEDED SURVEY CONTROL
 KP0139
 KP0139  NGVD 29 (??/??/??) 2298.04   (m)         7539.5    (f) RESET       3  
 KP0139
 KP0139.Superseded values are not recommended for survey control.
 KP0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0139.See file dsdata.txt to determine how the superseded data were derived.
 KP0139
 KP0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD651645(NAD 83)
 KP0139_MARKER: DB = BENCH MARK DISK
 KP0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0139_STAMPING: D 43 RESET 1954
 KP0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0139+STABILITY: SURFACE MOTION
 KP0139
 KP0139  HISTORY     - Date     Condition        Report By
 KP0139  HISTORY     - 1954     MONUMENTED       NVDH
 KP0139  HISTORY     - 1957     MARK NOT FOUND   NGS
 KP0139
 KP0139                          STATION DESCRIPTION
 KP0139
 KP0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KP0139'14.1 MI W FROM LANE.
 KP0139'14.1 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE PUBLIC SCHOOL AT LANE,
 KP0139'0.2 MILE BELOW THE TOP OF ROBINSON SUMMIT, AND 95 FEET NORTH OF THE
 KP0139'CENTERLINE OF THE HIGHWAY AT SURVEY STATION C 32+00.  A STANDARD DISK,
 KP0139'STAMPED D 43 RESET 1954 AND SET IN THE TOP OF A CONCRETE POST
 KP0139'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0243 ***********************************************************************
 MV0243  DESIGNATION -  D 430
 MV0243  PID         -  MV0243
 MV0243  STATE/COUNTY-  NV/HUMBOLDT
 MV0243  USGS QUAD   -  BOTTLE HILL (1990)
 MV0243
 MV0243                         *CURRENT SURVEY CONTROL
 MV0243  ___________________________________________________________________
 MV0243* NAD 83(1986)-  41 27 52.     (N)    118 20 28.     (W)     SCALED    
 MV0243* NAVD 88     -      1256.458  (meters)    4122.23   (feet)  ADJUSTED  
 MV0243  ___________________________________________________________________
 MV0243  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 MV0243  DYNAMIC HT  -        1255.594 (meters)    4119.39  (feet)  COMP
 MV0243  MODELED GRAV-     979,892.2   (mgal)                       NAVD 88
 MV0243
 MV0243  VERT ORDER  -  FIRST     CLASS II
 MV0243
 MV0243.The horizontal coordinates were scaled from a topographic map and have
 MV0243.an estimated accuracy of +/- 6 seconds.
 MV0243
 MV0243.The orthometric height was determined by differential leveling
 MV0243.and adjusted by the National Geodetic Survey in June 1991..
 MV0243
 MV0243.The geoid height was determined by GEOID03.
 MV0243
 MV0243.The dynamic height is computed by dividing the NAVD 88
 MV0243.geopotential number by the normal gravity value computed on the
 MV0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0243.degrees latitude (g = 980.6199 gals.).
 MV0243
 MV0243.The modeled gravity was interpolated from observed gravity values.
 MV0243
 MV0243;                    North         East    Units  Estimated Accuracy
 MV0243;SPC NV W     - 4,745,250.      820,230.      MT  (+/- 180 meters Scaled)
 MV0243
 MV0243                          SUPERSEDED SURVEY CONTROL
 MV0243
 MV0243.No superseded survey control is available for this station.
 MV0243
 MV0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF880911(NAD 83)
 MV0243_MARKER: I = METAL ROD
 MV0243_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0243_SP_SET: STAINLESS STEEL ROD
 MV0243_STAMPING: D 430 1984
 MV0243_MARK LOGO: NGS   
 MV0243_PROJECTION: FLUSH
 MV0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0243_ROD/PIPE-DEPTH: 4.8  meters
 MV0243
 MV0243  HISTORY     - Date     Condition        Report By
 MV0243  HISTORY     - 1984     MONUMENTED       NGS
 MV0243
 MV0243                          STATION DESCRIPTION
 MV0243
 MV0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0243'68.0 KM (42.3 MI) SE FROM DENIO.
 MV0243'53.56 KM (33.29 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0243'OFFICE AT DENIO, THENCE 2.64 KM (1.64 MI) SOUTHWEST ALONG THE LEONARD
 MV0243'CREEK ROAD, THENCE 11.83 KM (7.35 MI) SOUTHEAST ALONG THE OLD
 MV0243'WINNEMUCCA-DENIO ROAD, IN THE NORTHWEST CORNER OF THE INTERSECTION OF
 MV0243'A DIRT ROAD, NEAR A POWER POLE WITH TWO GUY WIRES, 0.81 KM (0.50 MI)
 MV0243'SOUTHEAST OF THE HAPPY CREEK RANCH, 30.8 METERS (101 FT) NORTHEAST OF
 MV0243'THE CENTER OF THE MAIN ROAD, 14.9 METERS (48 FT) NORTHWEST OF THE
 MV0243'CENTER OF THE DIRT ROAD, 3.0 METERS (10 FT) SOUTHWEST OF THE POWER
 MV0243'POLE AND 1.5 METERS (5 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 MV0243'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MV0243'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0271 ***********************************************************************
 MV0271  DESIGNATION -  D 431
 MV0271  PID         -  MV0271
 MV0271  STATE/COUNTY-  NV/HUMBOLDT
 MV0271  USGS QUAD   -  DENIO SUMMIT (1990)
 MV0271
 MV0271                         *CURRENT SURVEY CONTROL
 MV0271  ___________________________________________________________________
 MV0271* NAD 83(1986)-  41 49 55.     (N)    118 34 43.     (W)     SCALED    
 MV0271* NAVD 88     -      1433.909  (meters)    4704.42   (feet)  ADJUSTED  
 MV0271  ___________________________________________________________________
 MV0271  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 MV0271  DYNAMIC HT  -        1432.893 (meters)    4701.08  (feet)  COMP
 MV0271  MODELED GRAV-     979,864.8   (mgal)                       NAVD 88
 MV0271
 MV0271  VERT ORDER  -  FIRST     CLASS II
 MV0271
 MV0271.The horizontal coordinates were scaled from a topographic map and have
 MV0271.an estimated accuracy of +/- 6 seconds.
 MV0271
 MV0271.The orthometric height was determined by differential leveling
 MV0271.and adjusted by the National Geodetic Survey in June 1991..
 MV0271
 MV0271.The geoid height was determined by GEOID03.
 MV0271
 MV0271.The dynamic height is computed by dividing the NAVD 88
 MV0271.geopotential number by the normal gravity value computed on the
 MV0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0271.degrees latitude (g = 980.6199 gals.).
 MV0271
 MV0271.The modeled gravity was interpolated from observed gravity values.
 MV0271
 MV0271;                    North         East    Units  Estimated Accuracy
 MV0271;SPC NV W     - 4,786,030.      800,390.      MT  (+/- 180 meters Scaled)
 MV0271
 MV0271                          SUPERSEDED SURVEY CONTROL
 MV0271
 MV0271.No superseded survey control is available for this station.
 MV0271
 MV0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG689323(NAD 83)
 MV0271_MARKER: I = METAL ROD
 MV0271_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MV0271+WITH SETTING: INFORMATION.
 MV0271_SP_SET: SHALLOW SET METAL ROD
 MV0271_STAMPING: D 431 1984
 MV0271_MARK LOGO: NGS   
 MV0271_PROJECTION: FLUSH
 MV0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0271_ROD/PIPE-DEPTH: 0.9  meters
 MV0271
 MV0271  HISTORY     - Date     Condition        Report By
 MV0271  HISTORY     - 1984     MONUMENTED       NGS
 MV0271
 MV0271                          STATION DESCRIPTION
 MV0271
 MV0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0271'19.0 KM (11.8 MI) SE FROM DENIO.
 MV0271'18.95 KM (11.78 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0271'OFFICE AT DENIO, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A TRACK
 MV0271'ROAD LEADING WEST TO VIRGIN CREEK, 0.46 KM (0.29 MI) SOUTH OF MILEPOST
 MV0271'57, 29.9 METERS (98 FT) WEST OF THE HIGHWAY CENTERLINE AND 16.8 METERS
 MV0271'(55 FT) SOUTH OF THE CENTER OF THE TRACK ROAD.
 MV0271'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MV0271'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0899 ***********************************************************************
 JR0899  DESIGNATION -  D 432
 JR0899  PID         -  JR0899
 JR0899  STATE/COUNTY-  NV/MINERAL
 JR0899  USGS QUAD   -  SODAVILLE (1967)
 JR0899
 JR0899                         *CURRENT SURVEY CONTROL
 JR0899  ___________________________________________________________________
 JR0899* NAD 83(1986)-  38 20 15.     (N)    118 06 12.     (W)     SCALED    
 JR0899* NAVD 88     -      1411.267  (meters)    4630.13   (feet)  ADJUSTED  
 JR0899  ___________________________________________________________________
 JR0899  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 JR0899  DYNAMIC HT  -        1409.807 (meters)    4625.34  (feet)  COMP
 JR0899  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 JR0899
 JR0899  VERT ORDER  -  FIRST     CLASS II
 JR0899
 JR0899.The horizontal coordinates were scaled from a topographic map and have
 JR0899.an estimated accuracy of +/- 6 seconds.
 JR0899
 JR0899.The orthometric height was determined by differential leveling
 JR0899.and adjusted by the National Geodetic Survey in June 1991..
 JR0899
 JR0899.The geoid height was determined by GEOID03.
 JR0899
 JR0899.The dynamic height is computed by dividing the NAVD 88
 JR0899.geopotential number by the normal gravity value computed on the
 JR0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0899.degrees latitude (g = 980.6199 gals.).
 JR0899
 JR0899.The modeled gravity was interpolated from observed gravity values.
 JR0899
 JR0899;                    North         East    Units  Estimated Accuracy
 JR0899;SPC NV W     - 4,398,170.      841,960.      MT  (+/- 180 meters Scaled)
 JR0899
 JR0899                          SUPERSEDED SURVEY CONTROL
 JR0899
 JR0899.No superseded survey control is available for this station.
 JR0899
 JR0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC035438(NAD 83)
 JR0899_MARKER: I = METAL ROD
 JR0899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JR0899_SP_SET: STAINLESS STEEL ROD
 JR0899_STAMPING: D 432 1984
 JR0899_MARK LOGO: NGS   
 JR0899_PROJECTION: FLUSH
 JR0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0899_ROD/PIPE-DEPTH: 10.1 meters
 JR0899
 JR0899  HISTORY     - Date     Condition        Report By
 JR0899  HISTORY     - 1984     MONUMENTED       NGS
 JR0899
 JR0899                          STATION DESCRIPTION
 JR0899
 JR0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JR0899'6.1 KM (3.8 MI) SOUTH FROM MINA.
 JR0899'6.1 KM (3.8 MI) SOUTH ALONG US HIGHWAY 95 FROM THE FIRE STATION AT
 JR0899'MINA, IN THE NORTHWEST CORNER OF THE JUNCTION OF DIRT ROADS LEADING
 JR0899'SOUTHWEST AND NORTHWEST, 0.48 KM (0.30 MI) NORTH OF MILEPOST 12,
 JR0899'0.42 KM (0.26 MI) SOUTH OF A POWER SUB-STATION, 32.3 METERS (106 FT)
 JR0899'WEST OF THE HIGHWAY CENTERLINE AND 26.8 METERS (88 FT) NORTHEAST OF
 JR0899'THE CENTER OF THE DIRT ROAD LEADING NORTHWEST.
 JR0899'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 JR0899'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0497 ***********************************************************************
 JQ0497  DESIGNATION -  D 433
 JQ0497  PID         -  JQ0497
 JQ0497  STATE/COUNTY-  NV/ESMERALDA
 JQ0497  USGS QUAD   -  ROCK HILL (1980)
 JQ0497
 JQ0497                         *CURRENT SURVEY CONTROL
 JQ0497  ___________________________________________________________________
 JQ0497* NAD 83(1986)-  38 08 45.     (N)    117 56 39.     (W)     SCALED    
 JQ0497* NAVD 88     -      1394.778  (meters)    4576.03   (feet)  ADJUSTED  
 JQ0497  ___________________________________________________________________
 JQ0497  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 JQ0497  DYNAMIC HT  -        1393.312 (meters)    4571.22  (feet)  COMP
 JQ0497  MODELED GRAV-     979,530.0   (mgal)                       NAVD 88
 JQ0497
 JQ0497  VERT ORDER  -  FIRST     CLASS II
 JQ0497
 JQ0497.The horizontal coordinates were scaled from a topographic map and have
 JQ0497.an estimated accuracy of +/- 6 seconds.
 JQ0497
 JQ0497.The orthometric height was determined by differential leveling
 JQ0497.and adjusted by the National Geodetic Survey in June 1991..
 JQ0497
 JQ0497.The geoid height was determined by GEOID03.
 JQ0497
 JQ0497.The dynamic height is computed by dividing the NAVD 88
 JQ0497.geopotential number by the normal gravity value computed on the
 JQ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0497.degrees latitude (g = 980.6199 gals.).
 JQ0497
 JQ0497.The modeled gravity was interpolated from observed gravity values.
 JQ0497
 JQ0497;                    North         East    Units  Estimated Accuracy
 JQ0497;SPC NV W     - 4,376,980.      856,020.      MT  (+/- 180 meters Scaled)
 JQ0497
 JQ0497                          SUPERSEDED SURVEY CONTROL
 JQ0497
 JQ0497.No superseded survey control is available for this station.
 JQ0497
 JQ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC172224(NAD 83)
 JQ0497_MARKER: DB = BENCH MARK DISK
 JQ0497_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0497_SP_SET: ROCK OUTCROP
 JQ0497_STAMPING: D 433 1984
 JQ0497_MARK LOGO: NGS   
 JQ0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0497+STABILITY: POSITION/ELEVATION WELL
 JQ0497
 JQ0497  HISTORY     - Date     Condition        Report By
 JQ0497  HISTORY     - 1984     MONUMENTED       NGS
 JQ0497
 JQ0497                          STATION DESCRIPTION
 JQ0497
 JQ0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0497'12.3 KM (7.7 MI) NW FROM COALDALE.
 JQ0497'12.3 KM (7.7 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF US
 JQ0497'HIGHWAY 6 AT COALDALE, IN TOP OF THE SOUTHWEST BASE OF A PORTION OF
 JQ0497'OUTCROP ON THE SOUTHWEST END OF A ROCK HILL, 0.1 KM (0.05 MI)
 JQ0497'SOUTHEAST OF MILEPOST 94, 61.9 METERS (203.1 FT) NORTHEAST OF THE
 JQ0497'HIGHWAY CENTERLINE, 96.0 METERS (315 FT) SOUTHEAST OF TRIANGULATION
 JQ0497'STATION ROCKHILL, 22.9 METERS (75 FT) SOUTHEAST OF THE SOUTHEAST END
 JQ0497'OF A ROCK CUT FOR THE OLD RAILROAD, 19.2 METERS (63 FT) NORTHEAST OF
 JQ0497'THE CENTER OF THE OLD RAILROAD BED AND 1.0 METER (3.5 FT) ABOVE THE
 JQ0497'BASE OF THE ROCK.
 JQ0497'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 JQ0497'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0501 ***********************************************************************
 JQ0501  CBN         -  This is a Cooperative Base Network Control Station.
 JQ0501  DESIGNATION -  D 434
 JQ0501  PID         -  JQ0501
 JQ0501  STATE/COUNTY-  NV/NYE
 JQ0501  USGS QUAD   -  GABBS (1988)
 JQ0501
 JQ0501                         *CURRENT SURVEY CONTROL
 JQ0501  ___________________________________________________________________
 JQ0501* NAD 83(1999)-  38 48 50.71105(N)    117 58 07.16658(W)     ADJUSTED  
 JQ0501* NAVD 88     -      1395.722  (meters)    4579.13   (feet)  ADJUSTED  
 JQ0501  ___________________________________________________________________
 JQ0501  EPOCH DATE  -        1999.37
 JQ0501  X           -  -2,334,323.883 (meters)                     COMP
 JQ0501  Y           -  -4,396,024.362 (meters)                     COMP
 JQ0501  Z           -   3,977,116.221 (meters)                     COMP
 JQ0501  LAPLACE CORR-           7.81  (seconds)                    DEFLEC99
 JQ0501  ELLIP HEIGHT-        1371.62  (meters)          (10/30/00) GPS OBS
 JQ0501  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 JQ0501  DYNAMIC HT  -        1394.357 (meters)    4574.65  (feet)  COMP
 JQ0501  MODELED GRAV-     979,601.3   (mgal)                       NAVD 88
 JQ0501
 JQ0501  HORZ ORDER  -  B
 JQ0501  VERT ORDER  -  FIRST     CLASS II
 JQ0501  ELLP ORDER  -  FOURTH    CLASS II
 JQ0501
 JQ0501.The horizontal coordinates were established by GPS observations
 JQ0501.and adjusted by the National Geodetic Survey in October 2000..
 JQ0501.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 JQ0501.DATUM ITEM on the data sheet items page.
 JQ0501.The horizontal coordinates are valid at the epoch date displayed above.
 JQ0501.The epoch date for horizontal control is a decimal equivalence
 JQ0501.of Year/Month/Day.
 JQ0501
 JQ0501.The orthometric height was determined by differential leveling
 JQ0501.and adjusted by the National Geodetic Survey in June 1991..
 JQ0501
 JQ0501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JQ0501
 JQ0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0501
 JQ0501.The ellipsoidal height was determined by GPS observations
 JQ0501.and is referenced to NAD 83.
 JQ0501
 JQ0501.The geoid height was determined by GEOID03.
 JQ0501
 JQ0501.The dynamic height is computed by dividing the NAVD 88
 JQ0501.geopotential number by the normal gravity value computed on the
 JQ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0501.degrees latitude (g = 980.6199 gals.).
 JQ0501
 JQ0501.The modeled gravity was interpolated from observed gravity values.
 JQ0501
 JQ0501;                    North         East     Units Scale Factor Converg.
 JQ0501;SPC NV C     - 6,451,766.935   386,927.866   MT  1.00005739   -0 48 58.2
 JQ0501;SPC NV C     -21,167,172.02  1,269,445.84   sFT  1.00005739   -0 48 58.2
 JQ0501;UTM  11      - 4,296,591.486   415,902.331   MT  0.99968709   -0 36 25.9
 JQ0501
 JQ0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0501!SPC NV C     -   0.99978484  x   1.00005739  =   0.99984222
 JQ0501!UTM  11      -   0.99978484  x   0.99968709  =   0.99947200
 JQ0501
 JQ0501                          SUPERSEDED SURVEY CONTROL
 JQ0501
 JQ0501  NAD 83(1994)-  38 48 50.70936(N)    117 58 07.16438(W) AD(       ) B
 JQ0501  ELLIP H (03/30/95) 1371.70   (m)                       GP(       ) 4 1
 JQ0501  NAVD 88 (03/30/95) 1395.72   (m)         4579.1    (f) LEVELING    3  
 JQ0501
 JQ0501.Superseded values are not recommended for survey control.
 JQ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0501.See file dsdata.txt to determine how the superseded data were derived.
 JQ0501
 JQ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC1590296591(NAD 83)
 JQ0501_MARKER: I = METAL ROD
 JQ0501_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JQ0501_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JQ0501_STAMPING: D 434 1985
 JQ0501_MARK LOGO: NGS   
 JQ0501_PROJECTION: FLUSH
 JQ0501_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0501+STABILITY: POSITION/ELEVATION WELL
 JQ0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0501+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1994
 JQ0501_ROD/PIPE-DEPTH: 17.1 meters
 JQ0501_SLEEVE-DEPTH  : 9.1 meters
 JQ0501
 JQ0501  HISTORY     - Date     Condition        Report By
 JQ0501  HISTORY     - 1985     MONUMENTED       NGS
 JQ0501  HISTORY     - 19940214 GOOD             NGS
 JQ0501
 JQ0501                          STATION DESCRIPTION
 JQ0501
 JQ0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JQ0501'7.5 KM (4.7 MI) SW FROM GABBS.
 JQ0501'0.6 KM (0.4 MI) SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JQ0501'THENCE 6.9 KM (4.3 MI) SOUTHWEST ALONG STATE HIGHWAY 361, NEAR A FENCE
 JQ0501'CORNER, IN THE EAST CORNER OF THE Y JUNCTION OF A TRACK ROAD LEADING
 JQ0501'SOUTH ALONG A FENCE, 0.71 KM (0.44 MI) SOUTHWEST OF THE Y JUNCTION OF
 JQ0501'A DIRT ROAD LEADING SOUTH TO GOLDYKE, 0.66 KM (0.41 MI) NORTHEAST OF
 JQ0501'MILEPOST 4, 64.0 METERS (210 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 JQ0501'206.9 METERS (679 FT) SOUTH OF THE SOUTHWEST END OF THE SOUTHEAST
 JQ0501'HEADWALL FOR FOUR 36-INCH CONCRETE PIPE CULVERTS, 3.5 METERS (11.5 FT)
 JQ0501'NORTHEAST OF THE FENCE CORNER, 3.4 METERS (11 FT) EAST OF THE CENTER
 JQ0501'OF THE TRACK ROAD AND 0.9 METER (3 FT) NORTHWEST OF THE RIGHT OF WAY
 JQ0501'FENCE.
 JQ0501'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 JQ0501'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JQ0501
 JQ0501                          STATION RECOVERY (1994)
 JQ0501
 JQ0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 JQ0501'STATION IS LOCATED ABOUT 35 KM (21.75 MI) NORTHEAST OF LUNING, 7 KM
 JQ0501'(4.35 MI) SOUTHWEST OF GABBS, ALONG STATE HIGHWAY 361, ON THE
 JQ0501'RIGHT-OF-WAY, AT MILE 4.4, 0.65 KM (0.40 MI) SOUTHWEST OF THE JUNCTION
 JQ0501'OF THE HIGHWAY AND POLE LINE ROAD, AT A POINT WHERE THE RIGHT-OF-WAY
 JQ0501'FENCE MAKES A SEVERE TURN AWAY FROM THE HIGHWAY, IN THE SOUTHEAST 1/4
 JQ0501'OF SECTION 18, T 11 N, R 36 E.  OWNERSHIP--STATE DEPARTMENT OF
 JQ0501'TRANSPORTATION. TO REACH FROM THE JUNCTION OF US HIGHWAY 95 AND STATE
 JQ0501'HIGHWAY 361 NEAR LUNING, GO NORTH ON HIGHWAY 361 FOR 35.79 KM (22.25
 JQ0501'MI) TO A CATTLE GUARD AT THE NYE-MINERAL COUNTY LINE.  CONTINUE AHEAD
 JQ0501'FOR 7.17 KM (4.45 MI) TO A PIPE GATE AND FENCE CORNER ON THE RIGHT
 JQ0501'CLOSE TO THE HIGHWAY AND THE MARK ON THE RIGHT. MARK IS THE TOP ENTER
 JQ0501'OF A STEEL ROD ENCASED IN A PVC PIPE WITH LOGO CAP SET IN A CONCRETE
 JQ0501'POST 3 CM BELOW GROUND.  IT IS SET IN THE VEE OF AN INTERIOR FENCE
 JQ0501'CORNER, 65.3 M (214.2 FT) SOUTHEAST OF, AND LEVEL WITH THE HIGHWAY
 JQ0501'CENTER, 3.6 M (11.8 FT) NORTH-NORTHEAST OF THE FENCE CORNER, 1.6 M
 JQ0501'(5.2 FT) EAST OF A FENCE, 0.8 M (2.6 FT) NORTHWEST A FENCE, AND 0.6 M
 JQ0501'(2.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0926 ***********************************************************************
 JR0926  DESIGNATION -  D 435
 JR0926  PID         -  JR0926
 JR0926  STATE/COUNTY-  NV/MINERAL
 JR0926  USGS QUAD   -  MOUNT ANNIE SE (1979)
 JR0926
 JR0926                         *CURRENT SURVEY CONTROL
 JR0926  ___________________________________________________________________
 JR0926* NAD 83(1986)-  38 45 03.     (N)    118 02 03.     (W)     SCALED    
 JR0926* NAVD 88     -      1473.994  (meters)    4835.93   (feet)  ADJUSTED  
 JR0926  ___________________________________________________________________
 JR0926  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 JR0926  DYNAMIC HT  -        1472.510 (meters)    4831.06  (feet)  COMP
 JR0926  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 JR0926
 JR0926  VERT ORDER  -  FIRST     CLASS II
 JR0926
 JR0926.The horizontal coordinates were scaled from a topographic map and have
 JR0926.an estimated accuracy of +/- 6 seconds.
 JR0926
 JR0926.The orthometric height was determined by differential leveling
 JR0926.and adjusted by the National Geodetic Survey in June 1991..
 JR0926
 JR0926.The geoid height was determined by GEOID03.
 JR0926
 JR0926.The dynamic height is computed by dividing the NAVD 88
 JR0926.geopotential number by the normal gravity value computed on the
 JR0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0926.degrees latitude (g = 980.6199 gals.).
 JR0926
 JR0926.The modeled gravity was interpolated from observed gravity values.
 JR0926
 JR0926;                    North         East    Units  Estimated Accuracy
 JR0926;SPC NV W     - 4,444,080.      847,730.      MT  (+/- 180 meters Scaled)
 JR0926
 JR0926                          SUPERSEDED SURVEY CONTROL
 JR0926
 JR0926.No superseded survey control is available for this station.
 JR0926
 JR0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC101896(NAD 83)
 JR0926_MARKER: I = METAL ROD
 JR0926_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JR0926_SP_SET: STAINLESS STEEL ROD
 JR0926_STAMPING: D 435 1985
 JR0926_MARK LOGO: NGS   
 JR0926_PROJECTION: FLUSH
 JR0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0926_ROD/PIPE-DEPTH: 7.9  meters
 JR0926
 JR0926  HISTORY     - Date     Condition        Report By
 JR0926  HISTORY     - 1985     MONUMENTED       NGS
 JR0926
 JR0926                          STATION DESCRIPTION
 JR0926
 JR0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JR0926'16.7 KM (10.4 MI) SW FROM GABBS.
 JR0926'0.6 KM (0.4 MI) SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JR0926'THENCE 16.1 KM (10.0 MI) SOUTHWEST ALONG STATE HIGHWAY 361,
 JR0926'24.8 METERS (81.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 29.3 METERS
 JR0926'(96 FT) SOUTH OF MILEPOST 21, 58.8 METERS (193 FT) EAST-NORTHEAST OF
 JR0926'THE NORTHEAST END OF A CONCRETE HEADWALL.
 JR0926'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 JR0926'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0414 ***********************************************************************
 KQ0414  DESIGNATION -  D 436
 KQ0414  PID         -  KQ0414
 KQ0414  STATE/COUNTY-  NV/LANDER
 KQ0414  USGS QUAD   -  MANHATTAN MTN NW (1969)
 KQ0414
 KQ0414                         *CURRENT SURVEY CONTROL
 KQ0414  ___________________________________________________________________
 KQ0414* NAD 83(1986)-  39 57 24.     (N)    117 09 00.     (W)     SCALED    
 KQ0414* NAVD 88     -      1560.215  (meters)    5118.81   (feet)  ADJUSTED  
 KQ0414  ___________________________________________________________________
 KQ0414  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 KQ0414  DYNAMIC HT  -        1558.812 (meters)    5114.20  (feet)  COMP
 KQ0414  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 KQ0414
 KQ0414  VERT ORDER  -  FIRST     CLASS II
 KQ0414
 KQ0414.The horizontal coordinates were scaled from a topographic map and have
 KQ0414.an estimated accuracy of +/- 6 seconds.
 KQ0414
 KQ0414.The orthometric height was determined by differential leveling
 KQ0414.and adjusted by the National Geodetic Survey in June 1991..
 KQ0414
 KQ0414.The geoid height was determined by GEOID03.
 KQ0414
 KQ0414.The dynamic height is computed by dividing the NAVD 88
 KQ0414.geopotential number by the normal gravity value computed on the
 KQ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0414.degrees latitude (g = 980.6199 gals.).
 KQ0414
 KQ0414.The modeled gravity was interpolated from observed gravity values.
 KQ0414
 KQ0414;                    North         East    Units  Estimated Accuracy
 KQ0414;SPC NV C     - 6,577,910.      458,700.      MT  (+/- 180 meters Scaled)
 KQ0414
 KQ0414                          SUPERSEDED SURVEY CONTROL
 KQ0414
 KQ0414.No superseded survey control is available for this station.
 KQ0414
 KQ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME871229(NAD 83)
 KQ0414_MARKER: I = METAL ROD
 KQ0414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KQ0414_SP_SET: STAINLESS STEEL ROD
 KQ0414_STAMPING: D 436 1985
 KQ0414_MARK LOGO: NGS   
 KQ0414_PROJECTION: FLUSH
 KQ0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KQ0414_ROD/PIPE-DEPTH: 6.1  meters
 KQ0414
 KQ0414  HISTORY     - Date     Condition        Report By
 KQ0414  HISTORY     - 1985     MONUMENTED       NGS
 KQ0414
 KQ0414                          STATION DESCRIPTION
 KQ0414
 KQ0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0414'57.7 KM (35.8 MI) NORTH FROM AUSTIN.
 KQ0414'1.56 KM (0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0414'AT AUSTIN, THENCE 56.10 KM (34.87 MI) NORTH ALONG STATE HIGHWAY 305,
 KQ0414'NEAR THE SOUTH END OF A CUT, 0.70 KM (0.43 MI) SOUTHEAST OF MILEPOST
 KQ0414'66, 28.3 METERS (93 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 KQ0414'38.7 METERS (127 FT) WEST-NORTHWEST OF THE SOUTHWEST END OF A 24-INCH
 KQ0414'CORRUGATED METAL PIPE CULVERT AND ABOUT 125 FEET SOUTH OF THE
 KQ0414'SOUTHEAST END OF THE CUT.
 KQ0414'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 KQ0414'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0793 ***********************************************************************
 LR0793  DESIGNATION -  D 437
 LR0793  PID         -  LR0793
 LR0793  STATE/COUNTY-  NV/LANDER
 LR0793  USGS QUAD   -  BLOSSOM SPRING (1985)
 LR0793
 LR0793                         *CURRENT SURVEY CONTROL
 LR0793  ___________________________________________________________________
 LR0793* NAD 83(1986)-  40 36 06.     (N)    116 59 39.     (W)     SCALED    
 LR0793* NAVD 88     -      1432.168  (meters)    4698.70   (feet)  ADJUSTED  
 LR0793  ___________________________________________________________________
 LR0793  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 LR0793  DYNAMIC HT  -        1431.023 (meters)    4694.95  (feet)  COMP
 LR0793  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 LR0793
 LR0793  VERT ORDER  -  FIRST     CLASS II
 LR0793
 LR0793.The horizontal coordinates were scaled from a topographic map and have
 LR0793.an estimated accuracy of +/- 6 seconds.
 LR0793
 LR0793.The orthometric height was determined by differential leveling
 LR0793.and adjusted by the National Geodetic Survey in June 1991..
 LR0793
 LR0793.The geoid height was determined by GEOID03.
 LR0793
 LR0793.The dynamic height is computed by dividing the NAVD 88
 LR0793.geopotential number by the normal gravity value computed on the
 LR0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0793.degrees latitude (g = 980.6199 gals.).
 LR0793
 LR0793.The modeled gravity was interpolated from observed gravity values.
 LR0793
 LR0793;                    North         East    Units  Estimated Accuracy
 LR0793;SPC NV C     - 6,649,470.      472,280.      MT  (+/- 180 meters Scaled)
 LR0793
 LR0793                          SUPERSEDED SURVEY CONTROL
 LR0793
 LR0793.No superseded survey control is available for this station.
 LR0793
 LR0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE004945(NAD 83)
 LR0793_MARKER: DB = BENCH MARK DISK
 LR0793_SETTING: 66 = SET IN ROCK OUTCROP
 LR0793_SP_SET: ROCK OUTCROP
 LR0793_STAMPING: D 437 1985
 LR0793_MARK LOGO: NGS   
 LR0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0793+STABILITY: POSITION/ELEVATION WELL
 LR0793
 LR0793  HISTORY     - Date     Condition        Report By
 LR0793  HISTORY     - 1985     MONUMENTED       NGS
 LR0793
 LR0793                          STATION DESCRIPTION
 LR0793
 LR0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LR0793'6.0 KM (3.7 MI) SOUTH FROM BATTLE MTN.
 LR0793'5.97 KM (3.71 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0793'AT BATTLE MTN, IN TOP OF THE LOWER END OF A 4 BY 7 FOOT PORTION OF
 LR0793'OUTCROP FLUSH WITH THE SLOPE OF THE NORTHEAST END OF A CUT, 0.37 KM
 LR0793'(0.23 MI) NORTHEAST OF MILEPOST 114, 12.5 METERS (41 FT) NORTHWEST OF
 LR0793'THE HIGHWAY CENTERLINE, 0.6 METER (2 FT) NORTHWEST OF THE SOUTHEAST
 LR0793'END OF THE OUTCROP AND ABOUT 90 FEET SOUTHWEST OF THE NORTHEAST END OF
 LR0793'THE CUT.
 LR0793'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 LR0793'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1412 ***********************************************************************
 KR1412  DESIGNATION -  D 439
 KR1412  PID         -  KR1412
 KR1412  STATE/COUNTY-  NV/LYON
 KR1412  USGS QUAD   -  FERNLEY EAST (1985)
 KR1412
 KR1412                         *CURRENT SURVEY CONTROL
 KR1412  ___________________________________________________________________
 KR1412* NAD 83(1986)-  39 35 23.     (N)    119 07 47.     (W)     SCALED    
 KR1412* NAVD 88     -      1250.969  (meters)    4104.22   (feet)  ADJUSTED  
 KR1412  ___________________________________________________________________
 KR1412  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 KR1412  DYNAMIC HT  -        1249.896 (meters)    4100.70  (feet)  COMP
 KR1412  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 KR1412
 KR1412  VERT ORDER  -  FIRST     CLASS II
 KR1412
 KR1412.The horizontal coordinates were scaled from a topographic map and have
 KR1412.an estimated accuracy of +/- 6 seconds.
 KR1412
 KR1412.The orthometric height was determined by differential leveling
 KR1412.and adjusted by the National Geodetic Survey in June 1991..
 KR1412
 KR1412.The geoid height was determined by GEOID03.
 KR1412
 KR1412.The dynamic height is computed by dividing the NAVD 88
 KR1412.geopotential number by the normal gravity value computed on the
 KR1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1412.degrees latitude (g = 980.6199 gals.).
 KR1412
 KR1412.The modeled gravity was interpolated from observed gravity values.
 KR1412
 KR1412;                    North         East    Units  Estimated Accuracy
 KR1412;SPC NV W     - 4,537,210.      753,070.      MT  (+/- 180 meters Scaled)
 KR1412
 KR1412                          SUPERSEDED SURVEY CONTROL
 KR1412
 KR1412.No superseded survey control is available for this station.
 KR1412
 KR1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD171843(NAD 83)
 KR1412_MARKER: I = METAL ROD
 KR1412_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1412_SP_SET: STAINLESS STEEL ROD
 KR1412_STAMPING: D 439 1986
 KR1412_MARK LOGO: NGS   
 KR1412_PROJECTION: FLUSH
 KR1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1412_ROD/PIPE-DEPTH: 9.8  meters
 KR1412
 KR1412  HISTORY     - Date     Condition        Report By
 KR1412  HISTORY     - 1986     MONUMENTED       NGS
 KR1412
 KR1412                          STATION DESCRIPTION
 KR1412
 KR1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1412'11.2 KM (6.95 MI) EAST FROM FERNLEY.
 KR1412'0.40 KM (0.25 MI) NORTH ALONG US ALTERNATE HIGHWAY 95 AND US ALTERNATE
 KR1412'HIGHWAY 50 FROM THE POST OFFICE IN FERNLEY, THENCE 10.8 KM (6.7 MI)
 KR1412'EAST ALONG US ALTERNATE HIGHWAY 50, NEAR A SAND ROAD LEADING NORTH
 KR1412'THROUGH A WIRE GATE, 62.2 METERS (204 FT) NORTH-NORTHWEST OF THE
 KR1412'CENTERLINE OF THE HIGHWAY, 7.3 METERS (24.0 FT) WEST-NORTHWEST OF THE
 KR1412'CENTERLINE OF THE ROAD AND GATE, 0.3 METER (1.0 FT) SOUTH OF A
 KR1412'FENCELINE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KR1412'CAP.
 KR1412'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KR1412'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0172 ***********************************************************************
 KP0172  DESIGNATION -  D 44
 KP0172  PID         -  KP0172
 KP0172  STATE/COUNTY-  NV/WHITE PINE
 KP0172  USGS QUAD   -  BLACK POINT (1990)
 KP0172
 KP0172                         *CURRENT SURVEY CONTROL
 KP0172  ___________________________________________________________________
 KP0172* NAD 83(1986)-  39 22 29.     (N)    115 50 05.     (W)     SCALED    
 KP0172* NAVD 88     -      1813.360  (meters)    5949.33   (feet)  ADJUSTED  
 KP0172  ___________________________________________________________________
 KP0172  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 KP0172  DYNAMIC HT  -        1811.506 (meters)    5943.25  (feet)  COMP
 KP0172  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 KP0172
 KP0172  VERT ORDER  -  FIRST     CLASS II
 KP0172
 KP0172.The horizontal coordinates were scaled from a topographic map and have
 KP0172.an estimated accuracy of +/- 6 seconds.
 KP0172
 KP0172.The orthometric height was determined by differential leveling
 KP0172.and adjusted by the National Geodetic Survey in June 1991..
 KP0172
 KP0172.The geoid height was determined by GEOID03.
 KP0172
 KP0172.The dynamic height is computed by dividing the NAVD 88
 KP0172.geopotential number by the normal gravity value computed on the
 KP0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0172.degrees latitude (g = 980.6199 gals.).
 KP0172
 KP0172.The modeled gravity was interpolated from observed gravity values.
 KP0172
 KP0172;                    North         East    Units  Estimated Accuracy
 KP0172;SPC NV E     - 8,513,230.      178,340.      MT  (+/- 180 meters Scaled)
 KP0172
 KP0172                          SUPERSEDED SURVEY CONTROL
 KP0172
 KP0172  NGVD 29 (??/??/92) 1812.112  (m)         5945.24   (f) ADJ UNCH    1 2
 KP0172
 KP0172.Superseded values are not recommended for survey control.
 KP0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0172.See file dsdata.txt to determine how the superseded data were derived.
 KP0172
 KP0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD003590(NAD 83)
 KP0172_MARKER: DB = BENCH MARK DISK
 KP0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0172_STAMPING: D 44 1934
 KP0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0172+STABILITY: SURFACE MOTION
 KP0172
 KP0172  HISTORY     - Date     Condition        Report By
 KP0172  HISTORY     - 1934     MONUMENTED       CGS
 KP0172  HISTORY     - 1937     GOOD             NGS
 KP0172  HISTORY     - 19870924 MARK NOT FOUND   USPSQD
 KP0172
 KP0172                          STATION DESCRIPTION
 KP0172
 KP0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 KP0172'14.8 MI SE FROM EUREKA.
 KP0172'IN WHITE PINE COUNTY, 14.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM
 KP0172'THE COUNTY COURTHOUSE AT EUREKA, EUREKA COUNTY, 0.3 MILE WEST OF A
 KP0172'GRAVEL PIT AND THE JUNCTION OF A ROAD LEADING EAST, AND 57 FEET
 KP0172'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK
 KP0172'STAMPED D 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KP0172
 KP0172                          STATION RECOVERY (1987)
 KP0172
 KP0172'RECOVERY NOTE BY US POWER SQUADRON 1987 (DEP)
 KP0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1435 ***********************************************************************
 KR1435  FBN         -  This is a Federal Base Network Control Station.
 KR1435  DESIGNATION -  D 441
 KR1435  PID         -  KR1435
 KR1435  STATE/COUNTY-  NV/WASHOE
 KR1435  USGS QUAD   -  TWO TIPS (1985)
 KR1435
 KR1435                         *CURRENT SURVEY CONTROL
 KR1435  ___________________________________________________________________
 KR1435* NAD 83(1999)-  39 37 35.57853(N)    119 11 53.47454(W)     ADJUSTED  
 KR1435* NAVD 88     -      1270.762  (meters)    4169.16   (feet)  ADJUSTED  
 KR1435  ___________________________________________________________________
 KR1435  EPOCH DATE  -        1999.37
 KR1435  X           -  -2,400,239.520 (meters)                     COMP
 KR1435  Y           -  -4,295,041.999 (meters)                     COMP
 KR1435  Z           -   4,046,930.315 (meters)                     COMP
 KR1435  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 KR1435  ELLIP HEIGHT-        1246.66  (meters)          (05/16/00) GPS OBS
 KR1435  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 KR1435  DYNAMIC HT  -        1269.671 (meters)    4165.58  (feet)  COMP
 KR1435  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 KR1435
 KR1435  HORZ ORDER  -  A
 KR1435  VERT ORDER  -  FIRST     CLASS II
 KR1435  ELLP ORDER  -  FOURTH    CLASS I
 KR1435
 KR1435.The horizontal coordinates were established by GPS observations
 KR1435.and adjusted by the National Geodetic Survey in May 2000..
 KR1435.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KR1435.DATUM ITEM on the data sheet items page.
 KR1435.The horizontal coordinates are valid at the epoch date displayed above.
 KR1435.The epoch date for horizontal control is a decimal equivalence
 KR1435.of Year/Month/Day.
 KR1435
 KR1435.The orthometric height was determined by differential leveling
 KR1435.and adjusted by the National Geodetic Survey in June 1991..
 KR1435
 KR1435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KR1435
 KR1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1435
 KR1435.The ellipsoidal height was determined by GPS observations
 KR1435.and is referenced to NAD 83.
 KR1435
 KR1435.The geoid height was determined by GEOID03.
 KR1435
 KR1435.The dynamic height is computed by dividing the NAVD 88
 KR1435.geopotential number by the normal gravity value computed on the
 KR1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1435.degrees latitude (g = 980.6199 gals.).
 KR1435
 KR1435.The modeled gravity was interpolated from observed gravity values.
 KR1435
 KR1435;                    North         East     Units Scale Factor Converg.
 KR1435;SPC NV W     - 4,541,332.627   747,215.424   MT  0.99993429   -0 23 31.7
 KR1435;SPC NV W     -14,899,355.46  2,451,489.27   sFT  0.99993429   -0 23 31.7
 KR1435;UTM  11      - 4,388,618.028   311,336.486   MT  1.00003824   -1 24 08.6
 KR1435
 KR1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1435!SPC NV W     -   0.99980446  x   0.99993429  =   0.99973876
 KR1435!UTM  11      -   0.99980446  x   1.00003824  =   0.99984269
 KR1435
 KR1435                          SUPERSEDED SURVEY CONTROL
 KR1435
 KR1435  NAVD 88 (05/16/00) 1270.76   (m)         4169.2    (f) LEVELING    3  
 KR1435
 KR1435.Superseded values are not recommended for survey control.
 KR1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1435.See file dsdata.txt to determine how the superseded data were derived.
 KR1435
 KR1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD1133688618(NAD 83)
 KR1435_MARKER: DD = SURVEY DISK
 KR1435_SETTING: 66 = SET IN ROCK OUTCROP
 KR1435_SP_SET: ROCK OUTCROP
 KR1435_STAMPING: D 441 1986
 KR1435_MARK LOGO: NGS   
 KR1435_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1435+STABILITY: POSITION/ELEVATION WELL
 KR1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1435+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1999
 KR1435
 KR1435  HISTORY     - Date     Condition        Report By
 KR1435  HISTORY     - 1986     MONUMENTED       NGS
 KR1435  HISTORY     - 19991008 GOOD             NGS
 KR1435
 KR1435                          STATION DESCRIPTION
 KR1435
 KR1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1435'6.1 KM (3.8 MI) NE FROM FERNLEY.
 KR1435'3.81 KM (2.38 MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE
 KR1435'POST OFFICE IN FERNLEY, THENCE 2.34 KM (1.46 MI) NORTHEAST ALONG
 KR1435'INTERSTATE HIGHWAY 80, 0.38 KM (0.23 MI) NORTHEAST OF MILEPOST 50,
 KR1435'46.0 METERS (150 FT) NORTHEAST OF THE SOUTHWEST END OF A ROCKY RIDGE,
 KR1435'80.5 METERS (264 FT) NORTHWEST OF THE CENTERLINE OF I-80 WESTBOUND,
 KR1435'18.6 METERS (61.0 FT) NORTHWEST OF A RIGHT OF WAY FENCE, IN TOP OF THE
 KR1435'WEST CORNER OF A 3- BY 4-FT ROCK OUTCROP .
 KR1435'THE MARK IS 1.2 METERS  NW FROM  A WITNESS POST
 KR1435'THE MARK IS 3.5 M ABOVE I-80 WESTBOUND.
 KR1435
 KR1435                          STATION RECOVERY (1999)
 KR1435
 KR1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RCH)
 KR1435'TO REACH THE STATION VIA I-80 GO EAST FROM THE FERNLEY EXIT
 KR1435'APPROXIMATELY 2 MILES (3.2 KM) TO MILEPOST 50.  THERE YOU WILL SEE 4
 KR1435'SPEED LIMIT SIGNS, TWO ON THE WESTBOUND LANES AND 2 ON THE EASTBOUND
 KR1435'LANES.  PROJECT LINE OF FOUR SIGNS 80 FEET (24.4 M) MORE OR LESS NORTH
 KR1435'BEYOND BARBED WIRE FENCE WHERE THERE IS AN ORANGE CARSONITE MARKER.
 KR1435'APPROXIMATELY 5 FEET (1.5 M) BEYOND MARKER IS A BRASS DISK IN A 3.5
 KR1435'FOOT (1.1 M) DIAMETER ROCK AT THE BASE OF A ROCK OUTCROPPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0480 ***********************************************************************
 LS0480  DESIGNATION -  D 442
 LS0480  PID         -  LS0480
 LS0480  STATE/COUNTY-  NV/PERSHING
 LS0480  USGS QUAD   -  OREANA (1987)
 LS0480
 LS0480                         *CURRENT SURVEY CONTROL
 LS0480  ___________________________________________________________________
 LS0480* NAD 83(1986)-  40 16 44.     (N)    118 21 38.     (W)     SCALED    
 LS0480* NAVD 88     -      1283.668  (meters)    4211.50   (feet)  ADJUSTED  
 LS0480  ___________________________________________________________________
 LS0480  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 LS0480  DYNAMIC HT  -        1282.652 (meters)    4208.17  (feet)  COMP
 LS0480  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 LS0480
 LS0480  VERT ORDER  -  FIRST     CLASS II
 LS0480
 LS0480.The horizontal coordinates were scaled from a topographic map and have
 LS0480.an estimated accuracy of +/- 6 seconds.
 LS0480
 LS0480.The orthometric height was determined by differential leveling
 LS0480.and adjusted by the National Geodetic Survey in June 1991..
 LS0480
 LS0480.The geoid height was determined by GEOID03.
 LS0480
 LS0480.The dynamic height is computed by dividing the NAVD 88
 LS0480.geopotential number by the normal gravity value computed on the
 LS0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0480.degrees latitude (g = 980.6199 gals.).
 LS0480
 LS0480.The modeled gravity was interpolated from observed gravity values.
 LS0480
 LS0480;                    North         East    Units  Estimated Accuracy
 LS0480;SPC NV W     - 4,613,600.      818,940.      MT  (+/- 180 meters Scaled)
 LS0480
 LS0480                          SUPERSEDED SURVEY CONTROL
 LS0480
 LS0480.No superseded survey control is available for this station.
 LS0480
 LS0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE843596(NAD 83)
 LS0480_MARKER: I = METAL ROD
 LS0480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LS0480_SP_SET: STAINLESS STEEL ROD
 LS0480_STAMPING: D 442 1986
 LS0480_MARK LOGO: NGS   
 LS0480_PROJECTION: FLUSH
 LS0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LS0480_ROD/PIPE-DEPTH: 21.3 meters
 LS0480
 LS0480  HISTORY     - Date     Condition        Report By
 LS0480  HISTORY     - 1986     MONUMENTED       NGS
 LS0480
 LS0480                          STATION DESCRIPTION
 LS0480
 LS0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LS0480'15.3 KM (9.5 MI) NE FROM LOVELOCK.
 LS0480'0.5 KM (0.3 MI) NORTHEAST ALONG CORNELL AVENUE FROM THE INTERSECTION
 LS0480'OF MAIN STREET IN LOVELOCK, THENCE 9.6 KM (6.0 MI) NORTHEAST ALONG
 LS0480'UPPER VALLEY ROAD, THENCE 0.6 KM (0.4 MI) EAST ALONG COAL CANYON ROAD,
 LS0480'THENCE 4.6 KM (2.9 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 80, 0.69 KM
 LS0480'(0.43 MI) NORTHEAST OF MILEPOST 115, 27.7 METERS (91.0 FT) SOUTHEAST
 LS0480'OF THE CENTERLINE OF THE EASTBOUND LANES, 44.5 METERS (146 FT) WEST OF
 LS0480'THE SOUTHWEST 1 OF 2 FENCE BRACE POSTS, 34.0 METERS (111.5 FT)
 LS0480'NORTHWEST OF A FENCE, 22.1 METERS (72.5 FT) EAST OF THE SOUTH CORNER
 LS0480'OF A SIPHON.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LS0480'CAP.
 LS0480'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LS0480'THE MARK IS 1.5 M ABOVE THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR1241 ***********************************************************************
 HR1241  DESIGNATION -  D 443
 HR1241  PID         -  HR1241
 HR1241  STATE/COUNTY-  NV/MINERAL
 HR1241  USGS QUAD   -  TRUMAN MEADOWS (1994)
 HR1241
 HR1241                         *CURRENT SURVEY CONTROL
 HR1241  ___________________________________________________________________
 HR1241* NAD 83(1986)-  37 56 46.     (N)    118 22 39.     (W)     SCALED    
 HR1241* NAVD 88     -      1913.240  (meters)    6277.02   (feet)  ADJUSTED  
 HR1241  ___________________________________________________________________
 HR1241  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 HR1241  DYNAMIC HT  -        1910.993 (meters)    6269.65  (feet)  COMP
 HR1241  MODELED GRAV-     979,387.2   (mgal)                       NAVD 88
 HR1241
 HR1241  VERT ORDER  -  FIRST     CLASS II
 HR1241
 HR1241.The horizontal coordinates were scaled from a topographic map and have
 HR1241.an estimated accuracy of +/- 6 seconds.
 HR1241
 HR1241.The orthometric height was determined by differential leveling
 HR1241.and adjusted by the National Geodetic Survey in June 1991..
 HR1241
 HR1241.The geoid height was determined by GEOID03.
 HR1241
 HR1241.The dynamic height is computed by dividing the NAVD 88
 HR1241.geopotential number by the normal gravity value computed on the
 HR1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1241.degrees latitude (g = 980.6199 gals.).
 HR1241
 HR1241.The modeled gravity was interpolated from observed gravity values.
 HR1241
 HR1241;                    North         East    Units  Estimated Accuracy
 HR1241;SPC NV W     - 4,354,640.      818,090.      MT  (+/- 180 meters Scaled)
 HR1241
 HR1241                          SUPERSEDED SURVEY CONTROL
 HR1241
 HR1241.No superseded survey control is available for this station.
 HR1241
 HR1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC789007(NAD 83)
 HR1241_MARKER: I = METAL ROD
 HR1241_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HR1241_SP_SET: STAINLESS STEEL ROD
 HR1241_STAMPING: D 443 1986
 HR1241_MARK LOGO: NGS   
 HR1241_PROJECTION: FLUSH
 HR1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR1241_ROD/PIPE-DEPTH: 8.5  meters
 HR1241
 HR1241  HISTORY     - Date     Condition        Report By
 HR1241  HISTORY     - 1986     MONUMENTED       NGS
 HR1241
 HR1241                          STATION DESCRIPTION
 HR1241
 HR1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HR1241'6.5 KM (4.05 MI) SW FROM MOUNT MONTGOMERY.
 HR1241'6.5 KM (4.0 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN
 HR1241'MOUNT MONTGOMERY, ALSO 17.7 KM (11.0 MI) NORTHEAST ALONG US HIGHWAY 6
 HR1241'FROM THE JUNCTION OF STATE HIGHWAY 120 IN BENTON, 0.68 KM (0.42 MI)
 HR1241'NORTHEAST OF MILEPOST 4, 18.0 METERS (59.0 FT) SOUTHEAST OF THE
 HR1241'CENTERLINE OF THE HIGHWAY, 11.3 METERS (37.0 FT) NORTHWEST OF THE
 HR1241'CENTER OF A SMALL DRAIN DITCH.  NOTE--ACCESS TO DATUM POINT IS HAD
 HR1241'THROUGH A 5-INCH LOGO CAP.
 HR1241'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 HR1241'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1831 ***********************************************************************
 KR1831  DESIGNATION -  D 446
 KR1831  PID         -  KR1831
 KR1831  STATE/COUNTY-  NV/CHURCHILL
 KR1831  USGS QUAD   -  GRIMES POINT (1985)
 KR1831
 KR1831                         *CURRENT SURVEY CONTROL
 KR1831  ___________________________________________________________________
 KR1831* NAD 83(1986)-  39 27 23.     (N)    118 43 26.     (W)     SCALED    
 KR1831* NAVD 88     -      1201.909  (meters)    3943.26   (feet)  ADJUSTED  
 KR1831  ___________________________________________________________________
 KR1831  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 KR1831  DYNAMIC HT  -        1200.872 (meters)    3939.86  (feet)  COMP
 KR1831  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 KR1831
 KR1831  VERT ORDER  -  FIRST     CLASS II
 KR1831
 KR1831.The horizontal coordinates were scaled from a topographic map and have
 KR1831.an estimated accuracy of +/- 6 seconds.
 KR1831
 KR1831.The orthometric height was determined by differential leveling
 KR1831.and adjusted by the National Geodetic Survey in October 1991..
 KR1831
 KR1831.The geoid height was determined by GEOID03.
 KR1831
 KR1831.The dynamic height is computed by dividing the NAVD 88
 KR1831.geopotential number by the normal gravity value computed on the
 KR1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1831.degrees latitude (g = 980.6199 gals.).
 KR1831
 KR1831.The modeled gravity was interpolated from observed gravity values.
 KR1831
 KR1831;                    North         East    Units  Estimated Accuracy
 KR1831;SPC NV W     - 4,522,270.      787,900.      MT  (+/- 180 meters Scaled)
 KR1831
 KR1831                          SUPERSEDED SURVEY CONTROL
 KR1831
 KR1831.No superseded survey control is available for this station.
 KR1831
 KR1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD516688(NAD 83)
 KR1831_MARKER: DB = BENCH MARK DISK
 KR1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1831_SP_SET: CONCRETE POST
 KR1831_STAMPING: D 446 1991
 KR1831_MARK LOGO: USN   
 KR1831_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1831+STABILITY: SURFACE MOTION
 KR1831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1831+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KR1831
 KR1831  HISTORY     - Date     Condition        Report By
 KR1831  HISTORY     - 1991     MONUMENTED       NGS
 KR1831
 KR1831                          STATION DESCRIPTION
 KR1831
 KR1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1831'3.8 KM (2.4 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL IN
 KR1831'FALLON, THENCE 2.3 KM (1.4 MI) SOUTHERLY ALONG CROOK ROAD, THENCE 1.0
 KR1831'KM (0.6 MI) EASTERLY ALONG A DIRT ROAD, THENCE 0.5 M (1.6 FT)
 KR1831'NORTHERLY ALONG A TRACK ROAD CROSSING A PASTURE, 30.3 M (99.4 FT)
 KR1831'SOUTHWEST OF THE CENTER OF A LEVEE, 16.9 M (55.4 FT) NORTHWEST OF A
 KR1831'LARGE TWIN TRUNKED COTTONWOOD TREE, 0.5 M (1.6 FT) NORTHEAST OF A
 KR1831'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1834 ***********************************************************************
 KR1834  DESIGNATION -  D 447
 KR1834  PID         -  KR1834
 KR1834  STATE/COUNTY-  NV/CHURCHILL
 KR1834  USGS QUAD   -  GRIMES POINT (1985)
 KR1834
 KR1834                         *CURRENT SURVEY CONTROL
 KR1834  ___________________________________________________________________
 KR1834* NAD 83(1986)-  39 24 58.     (N)    118 41 21.     (W)     SCALED    
 KR1834* NAVD 88     -      1197.707  (meters)    3929.48   (feet)  ADJUSTED  
 KR1834  ___________________________________________________________________
 KR1834  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 KR1834  DYNAMIC HT  -        1196.667 (meters)    3926.07  (feet)  COMP
 KR1834  MODELED GRAV-     979,717.5   (mgal)                       NAVD 88
 KR1834
 KR1834  VERT ORDER  -  FIRST     CLASS II
 KR1834
 KR1834.The horizontal coordinates were scaled from a topographic map and have
 KR1834.an estimated accuracy of +/- 6 seconds.
 KR1834
 KR1834.The orthometric height was determined by differential leveling
 KR1834.and adjusted by the National Geodetic Survey in October 1991..
 KR1834
 KR1834.The geoid height was determined by GEOID03.
 KR1834
 KR1834.The dynamic height is computed by dividing the NAVD 88
 KR1834.geopotential number by the normal gravity value computed on the
 KR1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1834.degrees latitude (g = 980.6199 gals.).
 KR1834
 KR1834.The modeled gravity was interpolated from observed gravity values.
 KR1834
 KR1834;                    North         East    Units  Estimated Accuracy
 KR1834;SPC NV W     - 4,517,800.      790,890.      MT  (+/- 180 meters Scaled)
 KR1834
 KR1834                          SUPERSEDED SURVEY CONTROL
 KR1834
 KR1834.No superseded survey control is available for this station.
 KR1834
 KR1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD545643(NAD 83)
 KR1834_MARKER: DB = BENCH MARK DISK
 KR1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1834_SP_SET: CONCRETE POST
 KR1834_STAMPING: D 447 1991
 KR1834_MARK LOGO: USN   
 KR1834_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1834+STABILITY: SURFACE MOTION
 KR1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1834+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KR1834
 KR1834  HISTORY     - Date     Condition        Report By
 KR1834  HISTORY     - 1991     MONUMENTED       NGS
 KR1834
 KR1834                          STATION DESCRIPTION
 KR1834
 KR1834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1834'12.2 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR1834'IN FALLON, THENCE 5.1 KM (3.2 MI) WESTERLY ALONG WILDES ROAD, THENCE
 KR1834'0.3 KM (0.2 MI) SOUTHERLY ALONG CARSON ROAD LEADING TO THE NORTH GATE
 KR1834'OF THE FALLON NAVAL AIR STATION, THENCE 1.3 KM (0.8 MI) EASTERLY
 KR1834'ALONG PERIMETER ROAD, THENCE 4.2 KM (2.6 MI) SOUTHERLY ALONG A
 KR1834'GRAVELED ROAD, 20.0 M (65.6 FT) SOUTH OF A CHAIN-LINK FENCE CORNER,
 KR1834'18.7 M (61.4 FT) SOUTHWEST OF AND LEVEL WITH THE CENTER OF THE ROAD,
 KR1834'0.8 M (2.6 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 KR1834'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0091 ***********************************************************************
 KQ0091  DESIGNATION -  D 45
 KQ0091  PID         -  KQ0091
 KQ0091  STATE/COUNTY-  NV/LANDER
 KQ0091  USGS QUAD   -  SIMPSON PARK CANYON (1989)
 KQ0091
 KQ0091                         *CURRENT SURVEY CONTROL
 KQ0091  ___________________________________________________________________
 KQ0091* NAD 83(1986)-  39 26 52.     (N)    116 59 12.     (W)     SCALED    
 KQ0091* NAVD 88     -      2143.012  (meters)    7030.87   (feet)  ADJUSTED  
 KQ0091  ___________________________________________________________________
 KQ0091  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 KQ0091  DYNAMIC HT  -        2140.752 (meters)    7023.45  (feet)  COMP
 KQ0091  MODELED GRAV-     979,495.1   (mgal)                       NAVD 88
 KQ0091
 KQ0091  VERT ORDER  -  FIRST     CLASS II
 KQ0091
 KQ0091.The horizontal coordinates were scaled from a topographic map and have
 KQ0091.an estimated accuracy of +/- 6 seconds.
 KQ0091
 KQ0091.The orthometric height was determined by differential leveling
 KQ0091.and adjusted by the National Geodetic Survey in June 1991..
 KQ0091
 KQ0091.The geoid height was determined by GEOID03.
 KQ0091
 KQ0091.The dynamic height is computed by dividing the NAVD 88
 KQ0091.geopotential number by the normal gravity value computed on the
 KQ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0091.degrees latitude (g = 980.6199 gals.).
 KQ0091
 KQ0091.The modeled gravity was interpolated from observed gravity values.
 KQ0091
 KQ0091;                    North         East    Units  Estimated Accuracy
 KQ0091;SPC NV C     - 6,521,360.      472,460.      MT  (+/- 180 meters Scaled)
 KQ0091
 KQ0091                          SUPERSEDED SURVEY CONTROL
 KQ0091
 KQ0091  NGVD 29 (??/??/92) 2141.696  (m)         7026.55   (f) ADJ UNCH    1 2
 KQ0091
 KQ0091.Superseded values are not recommended for survey control.
 KQ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0091.See file dsdata.txt to determine how the superseded data were derived.
 KQ0091
 KQ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND011664(NAD 83)
 KQ0091_MARKER: DB = BENCH MARK DISK
 KQ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0091_STAMPING: D 45 1934
 KQ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0091+STABILITY: SURFACE MOTION
 KQ0091
 KQ0091  HISTORY     - Date     Condition        Report By
 KQ0091  HISTORY     - 1934     MONUMENTED       CGS
 KQ0091  HISTORY     - 1955     GOOD             NGS
 KQ0091
 KQ0091                          STATION DESCRIPTION
 KQ0091
 KQ0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0091'7.5 MI SE FROM AUSTIN.
 KQ0091'7.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0091'AT AUSTIN, 0.8 MILE SOUTHEAST OF A SUMMIT, 355 FEET NORTH OF A FENCE
 KQ0091'AROUND A SPRING, 55 FEET EAST OF THE CENTER OF A SMALL WASH, 46.0 FEET
 KQ0091'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 1/2 FEET LOWER
 KQ0091'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 KQ0091'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0313 ***********************************************************************
 KQ0313  DESIGNATION -  D 46
 KQ0313  PID         -  KQ0313
 KQ0313  STATE/COUNTY-  NV/LANDER
 KQ0313  USGS QUAD   -  CARROLL SUMMIT (1969)
 KQ0313
 KQ0313                         *CURRENT SURVEY CONTROL
 KQ0313  ___________________________________________________________________
 KQ0313* NAD 83(1986)-  39 15 49.     (N)    117 42 41.     (W)     SCALED    
 KQ0313* NAVD 88     -      2179.769  (meters)    7151.46   (feet)  ADJUSTED  
 KQ0313  ___________________________________________________________________
 KQ0313  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 KQ0313  DYNAMIC HT  -        2177.447 (meters)    7143.84  (feet)  COMP
 KQ0313  MODELED GRAV-     979,482.7   (mgal)                       NAVD 88
 KQ0313
 KQ0313  VERT ORDER  -  FIRST     CLASS II
 KQ0313
 KQ0313.The horizontal coordinates were scaled from a topographic map and have
 KQ0313.an estimated accuracy of +/- 6 seconds.
 KQ0313
 KQ0313.The orthometric height was determined by differential leveling
 KQ0313.and adjusted by the National Geodetic Survey in June 1991..
 KQ0313.WARNING-Repeat measurements at this control monument indicate possible
 KQ0313.vertical movement.
 KQ0313
 KQ0313.The geoid height was determined by GEOID03.
 KQ0313
 KQ0313.The dynamic height is computed by dividing the NAVD 88
 KQ0313.geopotential number by the normal gravity value computed on the
 KQ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0313.degrees latitude (g = 980.6199 gals.).
 KQ0313
 KQ0313.The modeled gravity was interpolated from observed gravity values.
 KQ0313
 KQ0313;                    North         East    Units  Estimated Accuracy
 KQ0313;SPC NV C     - 6,501,380.      409,840.      MT  (+/- 180 meters Scaled)
 KQ0313
 KQ0313                          SUPERSEDED SURVEY CONTROL
 KQ0313
 KQ0313  NGVD 29 (??/??/92) 2178.446  (m)         7147.12   (f) ADJ UNCH    1 2
 KQ0313
 KQ0313.Superseded values are not recommended for survey control.
 KQ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0313.See file dsdata.txt to determine how the superseded data were derived.
 KQ0313
 KQ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD386462(NAD 83)
 KQ0313_MARKER: DB = BENCH MARK DISK
 KQ0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0313_STAMPING: D 46 1934
 KQ0313_MARK LOGO: CGS   
 KQ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0313+STABILITY: SURFACE MOTION
 KQ0313
 KQ0313  HISTORY     - Date     Condition        Report By
 KQ0313  HISTORY     - 1934     MONUMENTED       CGS
 KQ0313  HISTORY     - 1955     GOOD             NGS
 KQ0313  HISTORY     - 1984     GOOD             NGS
 KQ0313
 KQ0313                          STATION DESCRIPTION
 KQ0313
 KQ0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0313'0.9 MI E FROM CARROLL SUMMIT.
 KQ0313'0.9 MILE EAST ALONG U.S. HIGHWAY 50 FROM CARROLL SUMMIT, ON THE
 KQ0313'OUTSIDE OF A LONG CURVE, 36.6 FEET EAST OF THE CENTER LINE OF THE
 KQ0313'HIGHWAY, 2.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 KQ0313'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 KQ0313'ABOVE THE GROUND.
 KQ0313
 KQ0313                          STATION RECOVERY (1984)
 KQ0313
 KQ0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0313'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0313'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0448 ***********************************************************************
 LQ0448  DESIGNATION -  D 5
 LQ0448  PID         -  LQ0448
 LQ0448  STATE/COUNTY-  NV/ELKO
 LQ0448  USGS QUAD   -  ELKO EAST (1975)
 LQ0448
 LQ0448                         *CURRENT SURVEY CONTROL
 LQ0448  ___________________________________________________________________
 LQ0448* NAD 83(1986)-  40 51 31.     (N)    115 43 51.     (W)     SCALED    
 LQ0448* NAVD 88     -      1548.023  (meters)    5078.81   (feet)  ADJUSTED  
 LQ0448  ___________________________________________________________________
 LQ0448  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 LQ0448  DYNAMIC HT  -        1546.743 (meters)    5074.61  (feet)  COMP
 LQ0448  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 LQ0448
 LQ0448  VERT ORDER  -  FIRST     CLASS II
 LQ0448
 LQ0448.The horizontal coordinates were scaled from a topographic map and have
 LQ0448.an estimated accuracy of +/- 6 seconds.
 LQ0448
 LQ0448.The orthometric height was determined by differential leveling
 LQ0448.and adjusted by the National Geodetic Survey in June 1991..
 LQ0448
 LQ0448.The geoid height was determined by GEOID03.
 LQ0448
 LQ0448.The dynamic height is computed by dividing the NAVD 88
 LQ0448.geopotential number by the normal gravity value computed on the
 LQ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0448.degrees latitude (g = 980.6199 gals.).
 LQ0448
 LQ0448.The modeled gravity was interpolated from observed gravity values.
 LQ0448
 LQ0448;                    North         East    Units  Estimated Accuracy
 LQ0448;SPC NV E     - 8,677,960.      187,570.      MT  (+/- 180 meters Scaled)
 LQ0448
 LQ0448                          SUPERSEDED SURVEY CONTROL
 LQ0448
 LQ0448  NGVD 29 (??/??/92) 1546.906  (m)         5075.14   (f) ADJ UNCH    1 2
 LQ0448
 LQ0448.Superseded values are not recommended for survey control.
 LQ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0448.See file dsdata.txt to determine how the superseded data were derived.
 LQ0448
 LQ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF069238(NAD 83)
 LQ0448_MARKER: P = PIPE CAP
 LQ0448_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LQ0448_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LQ0448_STAMPING: 5075.141 D 5
 LQ0448_MARK LOGO: CGS   
 LQ0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0448
 LQ0448  HISTORY     - Date     Condition        Report By
 LQ0448  HISTORY     - UNK      MONUMENTED       CGS
 LQ0448  HISTORY     - 1953     GOOD             NGS
 LQ0448  HISTORY     - 1984     GOOD             NGS
 LQ0448
 LQ0448                          STATION DESCRIPTION
 LQ0448
 LQ0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0448'2.6 MI NE FROM ELKO.
 LQ0448'2.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LQ0448'THE STATION AT ELKO, 0.4 MILE (15 POLES) SOUTHWEST OF MILEPOLE 559,
 LQ0448'250.1 FEET WEST OF THE CENTER OF THE NORTHWEST END OF 2- BY 3-FOOT
 LQ0448'WOODEN BOX CULVERT 558.61, 132 1/2 FEET NORTH OF A YARD LIMIT ONE MILE
 LQ0448'SIGN, 79.1 FEET NORTHWEST OF THE NORTHWEST RAIL, 42 1/2 FEET NORTHWEST
 LQ0448'OF A TELEPHONE POLE, 20 FEET SOUTHEAST OF THE CENTER OF A DRAINAGE
 LQ0448'DITCH, 1.9 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 LQ0448'TOP OF THE RAIL, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE
 LQ0448'PROJECTING 1.2 FEET ABOVE THE GROUND.
 LQ0448
 LQ0448                          STATION RECOVERY (1984)
 LQ0448
 LQ0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0448'RECOVERED IN GOOD CONDITION.  ADD-57.3 METERS (188 FT) SOUTHWEST OF
 LQ0448'THE CENTER OF A DIRT ROAD CROSSING THE TRACKS AND 45.1 METERS (148 FT)
 LQ0448'SOUTHEAST OF THE CENTER OF A DIRT ROAD PARALLELING THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0718 ***********************************************************************
 GS0718  DESIGNATION -  D 5 HN
 GS0718  PID         -  GS0718
 GS0718  STATE/COUNTY-  NV/NYE
 GS0718  USGS QUAD   -  JACKASS FLATS (1983)
 GS0718
 GS0718                         *CURRENT SURVEY CONTROL
 GS0718  ___________________________________________________________________
 GS0718* NAD 83(1986)-  36 47 47.     (N)    116 19 04.     (W)     SCALED    
 GS0718* NAVD 88     -      1040.185  (meters)    3412.67   (feet)  ADJUSTED  
 GS0718  ___________________________________________________________________
 GS0718  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 GS0718  DYNAMIC HT  -        1039.088 (meters)    3409.07  (feet)  COMP
 GS0718  MODELED GRAV-     979,541.4   (mgal)                       NAVD 88
 GS0718
 GS0718  VERT ORDER  -  FIRST     CLASS I
 GS0718
 GS0718.The horizontal coordinates were scaled from a topographic map and have
 GS0718.an estimated accuracy of +/- 6 seconds.
 GS0718
 GS0718.The orthometric height was determined by differential leveling
 GS0718.and adjusted by the National Geodetic Survey in May 2004..
 GS0718
 GS0718.The geoid height was determined by GEOID03.
 GS0718
 GS0718.The dynamic height is computed by dividing the NAVD 88
 GS0718.geopotential number by the normal gravity value computed on the
 GS0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0718.degrees latitude (g = 980.6199 gals.).
 GS0718
 GS0718.The modeled gravity was interpolated from observed gravity values.
 GS0718
 GS0718;                    North         East    Units  Estimated Accuracy
 GS0718;SPC NV C     - 6,227,090.      531,140.      MT  (+/- 180 meters Scaled)
 GS0718
 GS0718                          SUPERSEDED SURVEY CONTROL
 GS0718
 GS0718  NAVD 88 (??/??/92) 1040.184  (m)         3412.67   (f) UNKNOWN     3 0
 GS0718  NGVD 29 (05/01/91) 1039.307  (m)         3409.79   (f) ADJUSTED    1 1
 GS0718
 GS0718.Superseded values are not recommended for survey control.
 GS0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0718.See file dsdata.txt to determine how the superseded data were derived.
 GS0718
 GS0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA608725(NAD 83)
 GS0718_MARKER: DD = SURVEY DISK
 GS0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0718_SP_SET: CONCRETE POST
 GS0718_STAMPING: H-N BM D5 1956 3409.80
 GS0718_MARK LOGO: AEC   
 GS0718_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0718+STABILITY: SURFACE MOTION
 GS0718
 GS0718  HISTORY     - Date     Condition        Report By
 GS0718  HISTORY     - 1956     MONUMENTED       AEC
 GS0718  HISTORY     - 1983     GOOD             USGS
 GS0718  HISTORY     - 1986     GOOD             USGS
 GS0718  HISTORY     - 1988     GOOD             USGS
 GS0718  HISTORY     - 19910516 GOOD             USGS
 GS0718  HISTORY     - 19930224 GOOD             USGS
 GS0718  HISTORY     - 19950302 GOOD             USGS
 GS0718
 GS0718                          STATION DESCRIPTION
 GS0718
 GS0718'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0718'40.8 KM (25.35 MI) NW FROM MERCURY.
 GS0718'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0718'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0718'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0718'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0718'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0718'STREET 0.5 MILES TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0718'PROCEED WEST 2.0 MILES, 190 FEET NORTH OF THE ROAD.
 GS0718'THE MARK IS 2 FT  S FROM  A 4 BY 4 POST
 GS0718
 GS0718                          STATION RECOVERY (1986)
 GS0718
 GS0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0718'RECOVERED IN GOOD CONDITION.
 GS0718
 GS0718                          STATION RECOVERY (1988)
 GS0718
 GS0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0718'RECOVERED IN GOOD CONDITION.
 GS0718
 GS0718                          STATION RECOVERY (1991)
 GS0718
 GS0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0718'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0718'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0718'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0718'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0718'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0718'STREET 0.5 MILE TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0718'PROCEED WEST 2.0 MILES, 190 FEET NORTH OF THE ROAD.
 GS0718
 GS0718                          STATION RECOVERY (1993)
 GS0718
 GS0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0718'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0718'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0718'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0718'(34.3 KM) TO A GUARD STATION AT THE INTERSECTION OF ROADS C AND B,
 GS0718'TURN LEFT (SOUTHWEST) ON ROAD B 1.55 MILES (2.49 KM) TO 2ND STREET,
 GS0718'TURN RIGHT (NORTHEAST) ON 2ND STREET 0.5 MILE (0.8 KM) TO A DIRT
 GS0718'ROAD, TURN LEFT ON THE DIRT ROAD AND PROCEED WEST 2.0 MILES (3.2 KM)
 GS0718', 190 FEET (57.9 M) NORTH OF THE ROAD.
 GS0718
 GS0718                          STATION RECOVERY (1995)
 GS0718
 GS0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0718'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0250 ***********************************************************************
 GR0250  DESIGNATION -  D 50
 GR0250  PID         -  GR0250
 GR0250  STATE/COUNTY-  NV/CLARK
 GR0250  USGS QUAD   -  DEVILS THROAT (1983)
 GR0250
 GR0250                         *CURRENT SURVEY CONTROL
 GR0250  ___________________________________________________________________
 GR0250* NAD 83(1986)-  36 25 56.     (N)    114 09 23.     (W)     SCALED    
 GR0250* NAVD 88     -       681.140  (meters)    2234.71   (feet)  POSTED    
 GR0250  ___________________________________________________________________
 GR0250  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 GR0250  DYNAMIC HT  -         680.460 (meters)    2232.48  (feet)  COMP
 GR0250  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 GR0250
 GR0250  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0250
 GR0250.The horizontal coordinates were scaled from a topographic map and have
 GR0250.an estimated accuracy of +/- 6 seconds.
 GR0250
 GR0250.The orthometric height was determined by differential leveling
 GR0250.and adjusted by the National Geodetic Survey in 1992..
 GR0250.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0250.rate of 0.0 thru 1.0 mm/km.
 GR0250
 GR0250.The geoid height was determined by GEOID03.
 GR0250
 GR0250.The dynamic height is computed by dividing the NAVD 88
 GR0250.geopotential number by the normal gravity value computed on the
 GR0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0250.degrees latitude (g = 980.6199 gals.).
 GR0250
 GR0250.The modeled gravity was interpolated from observed gravity values.
 GR0250
 GR0250;                    North         East    Units  Estimated Accuracy
 GR0250;SPC NV E     - 8,187,570.      327,940.      MT  (+/- 180 meters Scaled)
 GR0250
 GR0250                          SUPERSEDED SURVEY CONTROL
 GR0250
 GR0250  NGVD 29 (??/??/92)  680.440  (m)         2232.41   (f) ADJ UNCH    1 1
 GR0250
 GR0250.Superseded values are not recommended for survey control.
 GR0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0250.See file dsdata.txt to determine how the superseded data were derived.
 GR0250
 GR0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA549356(NAD 83)
 GR0250_MARKER: DB = BENCH MARK DISK
 GR0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0250_STAMPING: D 50 1934
 GR0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0250+STABILITY: SURFACE MOTION
 GR0250
 GR0250  HISTORY     - Date     Condition        Report By
 GR0250  HISTORY     - 1934     MONUMENTED       CGS
 GR0250  HISTORY     - 1950     GOOD             NGS
 GR0250  HISTORY     - 1954     GOOD             NGS
 GR0250
 GR0250                          STATION DESCRIPTION
 GR0250
 GR0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0250'28.3 MI S FROM RIVERSIDE.
 GR0250'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0250'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0250'THENCE 1.2 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY
 GR0250'ROAD, ABOUT 25 YARDS WEST OF THE FOOT OF THE WEST SLOPE OF A SMALL
 GR0250'RISE, 30 FEET NORTHEAST OF THE NORTHWEST END OF A LONG LOW GRAVEL
 GR0250'RIDGE, 14 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTH OF
 GR0250'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 GR0250'CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 GR0250
 GR0250                          STATION RECOVERY (1954)
 GR0250
 GR0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 GR0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0063 ***********************************************************************
 GR0063  DESIGNATION -  D 51
 GR0063  PID         -  GR0063
 GR0063  STATE/COUNTY-  NV/CLARK
 GR0063  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0063
 GR0063                         *CURRENT SURVEY CONTROL
 GR0063  ___________________________________________________________________
 GR0063* NAD 83(1986)-  36 45 37.     (N)    114 21 34.     (W)     SCALED    
 GR0063* NAVD 88     -       633.076  (meters)    2077.02   (feet)  ADJUSTED  
 GR0063  ___________________________________________________________________
 GR0063  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 GR0063  DYNAMIC HT  -         632.451 (meters)    2074.97  (feet)  COMP
 GR0063  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 GR0063  OBS GRAVITY -     979,625.9   (mgal)                       GRAV_OBS
 GR0063
 GR0063  VERT ORDER  -  FIRST     CLASS I
 GR0063
 GR0063.The horizontal coordinates were scaled from a topographic map and have
 GR0063.an estimated accuracy of +/- 6 seconds.
 GR0063
 GR0063.The orthometric height was determined by differential leveling
 GR0063.and adjusted by the National Geodetic Survey in June 1991..
 GR0063
 GR0063.The geoid height was determined by GEOID03.
 GR0063
 GR0063.The dynamic height is computed by dividing the NAVD 88
 GR0063.geopotential number by the normal gravity value computed on the
 GR0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0063.degrees latitude (g = 980.6199 gals.).
 GR0063
 GR0063.The modeled gravity was interpolated from observed gravity values.
 GR0063.The observed gravity was obtained from relative gravimeter ties
 GR0063.to the IGSN71 gravity network.
 GR0063
 GR0063;                    North         East    Units  Estimated Accuracy
 GR0063;SPC NV E     - 8,223,730.      309,270.      MT  (+/- 180 meters Scaled)
 GR0063
 GR0063                          SUPERSEDED SURVEY CONTROL
 GR0063
 GR0063  NGVD 29 (??/??/92)  632.380  (m)         2074.73   (f) ADJ UNCH    1 1
 GR0063
 GR0063.Superseded values are not recommended for survey control.
 GR0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0063.See file dsdata.txt to determine how the superseded data were derived.
 GR0063
 GR0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA357715(NAD 83)
 GR0063_MARKER: DB = BENCH MARK DISK
 GR0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0063_STAMPING: D 51 1934
 GR0063_MARK LOGO: CGS   
 GR0063_PROJECTION: PROJECTING 8 CENTIMETERS
 GR0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0063+STABILITY: SURFACE MOTION
 GR0063
 GR0063  HISTORY     - Date     Condition        Report By
 GR0063  HISTORY     - 1934     MONUMENTED       CGS
 GR0063  HISTORY     - 1957     GOOD             NGS
 GR0063  HISTORY     - 1982     GOOD             NGS
 GR0063
 GR0063                          STATION DESCRIPTION
 GR0063
 GR0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0063'17.15 MI SW FROM MESQUITE.
 GR0063'17.15 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0063'MESQUITE, 11.0 MILES EAST OF THE JUNCTION WITH STATE ROUTE 12, 0.15
 GR0063'MILE WEST OF Y 138.  FROM THIS POINT MARK IS 412.5 FEET SOUTH OF THE
 GR0063'HIGHWAY, 38.8 FEET SOUTH OF ABANDONED HIGHWAY, 3 FEET NNE OF CONCRETE
 GR0063'WITNESS POST.  SET IN TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING
 GR0063'0.4 FOOT.
 GR0063
 GR0063                          STATION RECOVERY (1982)
 GR0063
 GR0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0063'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0063'22.5 KM (14.05 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST
 GR0063'END OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 0.15 KM (0.1 MI)
 GR0063'EAST ACROSS COUNTRY FROM MILEPOST 105, 125.7 METERS (412.5 FT)
 GR0063'SOUTHEAST OF THE NORTH BOUND CENTERLINE, 11.9 METERS (39 FT) SOUTHEAST
 GR0063'OF THE CENTER OF THE OLD HIGHWAY, 0.9 METER (3 FT) NORTH OF A 5 INCH
 GR0063'TRIANGULAR SHAPED CONCRETE POST.
 GR0063'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 GR0063'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0539 ***********************************************************************
 LQ0539  DESIGNATION -  D 52
 LQ0539  PID         -  LQ0539
 LQ0539  STATE/COUNTY-  NV/ELKO
 LQ0539  USGS QUAD   -  ELKO WEST (1975)
 LQ0539
 LQ0539                         *CURRENT SURVEY CONTROL
 LQ0539  ___________________________________________________________________
 LQ0539* NAD 83(1986)-  40 52 10.     (N)    115 49 09.     (W)     SCALED    
 LQ0539* NAVD 88     -      1673.728  (meters)    5491.22   (feet)  ADJUSTED  
 LQ0539  ___________________________________________________________________
 LQ0539  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 LQ0539  DYNAMIC HT  -        1672.319 (meters)    5486.60  (feet)  COMP
 LQ0539  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 LQ0539
 LQ0539  VERT ORDER  -  FIRST     CLASS II
 LQ0539
 LQ0539.The horizontal coordinates were scaled from a topographic map and have
 LQ0539.an estimated accuracy of +/- 6 seconds.
 LQ0539
 LQ0539.The orthometric height was determined by differential leveling
 LQ0539.and adjusted by the National Geodetic Survey in June 1991..
 LQ0539
 LQ0539.The geoid height was determined by GEOID03.
 LQ0539
 LQ0539.The dynamic height is computed by dividing the NAVD 88
 LQ0539.geopotential number by the normal gravity value computed on the
 LQ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0539.degrees latitude (g = 980.6199 gals.).
 LQ0539
 LQ0539.The modeled gravity was interpolated from observed gravity values.
 LQ0539
 LQ0539;                    North         East    Units  Estimated Accuracy
 LQ0539;SPC NV E     - 8,679,180.      180,120.      MT  (+/- 180 meters Scaled)
 LQ0539
 LQ0539                          SUPERSEDED SURVEY CONTROL
 LQ0539
 LQ0539  NGVD 29 (??/??/92) 1672.578  (m)         5487.45   (f) ADJ UNCH    1 2
 LQ0539
 LQ0539.Superseded values are not recommended for survey control.
 LQ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0539.See file dsdata.txt to determine how the superseded data were derived.
 LQ0539
 LQ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF995249(NAD 83)
 LQ0539_MARKER: DB = BENCH MARK DISK
 LQ0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0539_STAMPING: D 52 1934
 LQ0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0539+STABILITY: SURFACE MOTION
 LQ0539
 LQ0539  HISTORY     - Date     Condition        Report By
 LQ0539  HISTORY     - 1934     MONUMENTED       CGS
 LQ0539  HISTORY     - 1969     GOOD             NGS
 LQ0539
 LQ0539                          STATION DESCRIPTION
 LQ0539
 LQ0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0539'3.9 MI NW FROM ELKO.
 LQ0539'3.9 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE COUNTY COURTHOUSE
 LQ0539'AT ELKO, ELKO COUNTY, 345 FEET WEST OF THE WEST END OF A CONCRETE
 LQ0539'RETAINING WALL WITH FOUR WOODEN POSTS, 225 FEET WEST OF A CONCRETE
 LQ0539'CULVERT, 108 FEET EAST OF THE CENTERLINE OF A SIDE ROAD LEADING
 LQ0539'SOUTHWEST, AND 57 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A
 LQ0539'STANDARD DISK, STAMPED D 52 1934 AND SET IN THE TOP OF A CONCRETE
 LQ0539'POST.
 LQ0539
 LQ0539                          STATION RECOVERY (1969)
 LQ0539
 LQ0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LQ0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0087 ***********************************************************************
 MU0087  DESIGNATION -  D 53
 MU0087  PID         -  MU0087
 MU0087  STATE/COUNTY-  NV/ELKO
 MU0087  USGS QUAD   -  JACKS PEAK (1987)
 MU0087
 MU0087                         *CURRENT SURVEY CONTROL
 MU0087  ___________________________________________________________________
 MU0087* NAD 83(1986)-  41 25 04.     (N)    116 06 03.     (W)     SCALED    
 MU0087* NAVD 88     -      1763.940  (meters)    5787.19   (feet)  ADJUSTED  
 MU0087  ___________________________________________________________________
 MU0087  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 MU0087  DYNAMIC HT  -        1762.504 (meters)    5782.48  (feet)  COMP
 MU0087  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 MU0087
 MU0087  VERT ORDER  -  FIRST     CLASS II
 MU0087
 MU0087.The horizontal coordinates were scaled from a topographic map and have
 MU0087.an estimated accuracy of +/- 6 seconds.
 MU0087
 MU0087.The orthometric height was determined by differential leveling
 MU0087.and adjusted by the National Geodetic Survey in June 1991..
 MU0087
 MU0087.The geoid height was determined by GEOID03.
 MU0087
 MU0087.The dynamic height is computed by dividing the NAVD 88
 MU0087.geopotential number by the normal gravity value computed on the
 MU0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0087.degrees latitude (g = 980.6199 gals.).
 MU0087
 MU0087.The modeled gravity was interpolated from observed gravity values.
 MU0087
 MU0087;                    North         East    Units  Estimated Accuracy
 MU0087;SPC NV E     - 8,740,170.      156,740.      MT  (+/- 180 meters Scaled)
 MU0087
 MU0087                          SUPERSEDED SURVEY CONTROL
 MU0087
 MU0087  NGVD 29 (??/??/92) 1762.745  (m)         5783.27   (f) ADJ UNCH    1 2
 MU0087
 MU0087.Superseded values are not recommended for survey control.
 MU0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0087.See file dsdata.txt to determine how the superseded data were derived.
 MU0087
 MU0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF751855(NAD 83)
 MU0087_MARKER: DB = BENCH MARK DISK
 MU0087_SETTING: 0 = UNSPECIFIED SETTING
 MU0087_STAMPING: D 53 1934
 MU0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0087
 MU0087  HISTORY     - Date     Condition        Report By
 MU0087  HISTORY     - 1934     MONUMENTED       CGS
 MU0087  HISTORY     - 1956     GOOD             NGS
 MU0087
 MU0087                          STATION DESCRIPTION
 MU0087
 MU0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MU0087'5.5 MI S FROM JACK CREEK INN.
 MU0087'THE MARK IS LOCATED 9.8 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE
 MU0087'TAYLOR CANYON JUNCTION STORE, 0.3 MILE SOUTHEAST OF TRIANGULATION
 MU0087'STATION BASIN 1956 AND A ROAD FORK AT SIGN ELLISON RANCHING COMPANY,
 MU0087'AT THE TOP OF A SLIGHT RISE, 72 FEET WEST-NORTHWEST OF A WIRE GATE AND
 MU0087'SIGN SNOW CREEK ROAD, 10 FEET NORTH OF THE NORTH END OF A WIRE GATE,
 MU0087'2.5 FEET EAST OF A FENCE LINE, AND ABOUT 39 FEET WEST OF AND
 MU0087'APPROXIMATELY AT THE SAME ELEVATION AS THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0241 ***********************************************************************
 GR0241  DESIGNATION -  D 55
 GR0241  PID         -  GR0241
 GR0241  STATE/COUNTY-  NV/CLARK
 GR0241  USGS QUAD   -  ST THOMAS GAP (1984)
 GR0241
 GR0241                         *CURRENT SURVEY CONTROL
 GR0241  ___________________________________________________________________
 GR0241* NAD 83(1994)-  36 22 58.80278(N)    114 03 04.13078(W)     ADJUSTED  
 GR0241* NAVD 88     -       669.839  (meters)    2197.63   (feet)  POSTED    
 GR0241  ___________________________________________________________________
 GR0241  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 GR0241  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 GR0241  DYNAMIC HT  -         669.150 (meters)    2195.37  (feet)  COMP
 GR0241  MODELED GRAV-     979,582.8   (mgal)                       NAVD 88
 GR0241
 GR0241  HORZ ORDER  -  THIRD
 GR0241  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0241
 GR0241.The horizontal coordinates were established by classical geodetic methods
 GR0241.and adjusted by the National Geodetic Survey in June 1998..
 GR0241
 GR0241.The orthometric height was determined by differential leveling
 GR0241.and adjusted by the National Geodetic Survey in 1992..
 GR0241.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0241.rate of 0.0 thru 1.0 mm/km.
 GR0241
 GR0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0241
 GR0241.The geoid height was determined by GEOID03.
 GR0241
 GR0241.The dynamic height is computed by dividing the NAVD 88
 GR0241.geopotential number by the normal gravity value computed on the
 GR0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0241.degrees latitude (g = 980.6199 gals.).
 GR0241
 GR0241.The modeled gravity was interpolated from observed gravity values.
 GR0241
 GR0241;                    North         East     Units Scale Factor Converg.
 GR0241;SPC NV E     - 8,182,255.417   337,467.603   MT  1.00013276   +0 54 32.4
 GR0241;SPC NV E     -26,844,616.31  1,107,174.96   sFT  1.00013276   +0 54 32.4
 GR0241;SPC AZ W     -   597,069.406   186,341.099   MT  0.99994232   -0 10 43.1
 GR0241;SPC AZ W     - 1,958,889.13    611,355.31   iFT  0.99994232   -0 10 43.1
 GR0241;UTM  11      - 4,030,470.023   764,516.919   MT  1.00046217   +1 45 00.8
 GR0241;UTM  12      - 4,030,755.362   226,304.516   MT  1.00052305   -1 48 39.6
 GR0241
 GR0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0241!SPC NV E     -   0.99989905  x   1.00013276  =   1.00003180
 GR0241!SPC AZ W     -   0.99989905  x   0.99994232  =   0.99984138
 GR0241!UTM  11      -   0.99989905  x   1.00046217  =   1.00036117
 GR0241!UTM  12      -   0.99989905  x   1.00052305  =   1.00042205
 GR0241
 GR0241                          SUPERSEDED SURVEY CONTROL
 GR0241
 GR0241  NAD 83(1994)-  36 22 58.80276(N)    114 03 04.13076(W) AD(       ) 3
 GR0241  NAD 83(1992)-  36 22 58.80252(N)    114 03 04.13101(W) AD(       ) 3
 GR0241  NAD 83(1986)-  36 22 58.79614(N)    114 03 04.13037(W) AD(       ) 3
 GR0241  NAD 27      -  36 22 58.86900(N)    114 03 01.26300(W) AD(       ) 3
 GR0241  NGVD 29 (??/??/92)  669.125  (m)         2195.29   (f) ADJ UNCH    1 1
 GR0241
 GR0241.Superseded values are not recommended for survey control.
 GR0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0241.See file dsdata.txt to determine how the superseded data were derived.
 GR0241
 GR0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6451730470(NAD 83)
 GR0241_MARKER: DB = BENCH MARK DISK
 GR0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0241_STAMPING: D 55 1934
 GR0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0241+STABILITY: SURFACE MOTION
 GR0241
 GR0241  HISTORY     - Date     Condition        Report By
 GR0241  HISTORY     - 1953     MONUMENTED       CGS
 GR0241  HISTORY     - 1950     GOOD             NGS
 GR0241
 GR0241                          STATION DESCRIPTION
 GR0241
 GR0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GR0241'THE STATION IS ALONG THE ROAD FROM RIVERSIDE, NEVADA TO THE
 GR0241'GRAND WASH AND YATES RANCH, 56 MILES SOUTHWEST OF ST. GEORGE,
 GR0241'UTAH, 28 MILES SOUTH OF MESQUITE, NEVADA, AND ABOUT 0.3 MILE
 GR0241'WEST OF THE NEVADA-ARIZONA STATE LINE.
 GR0241'
 GR0241'THE STATION IS 34.0 MILES SOUTH ALONG THE ABOVE MENTIONED
 GR0241'ROAD FROM THE EAST END OF THE VIRGIN RIVER HIGHWAY BRIDGE
 GR0241'AT RIVERSIDE, NEVADA.
 GR0241'
 GR0241'THE STATION CAN BE REACHED FROM THE POST OFFICE IN MESQUITE,
 GR0241'NEVADA BY GOING WEST-SOUTHWEST AS TOWARD LAS VEGAS ON U.S.
 GR0241'HIGHWAY 91 FOR 10.3 MILES TO A PROMINENT GRADED ROAD TO THE
 GR0241'LEFT AT SIGN GRAND WASH WHICH IS JUST EAST OF THE VIRGIN RIVER
 GR0241'HIGHWAY BRIDGE.  TURN LEFT AND GO 0.3 MILE ON THE GRADED
 GR0241'ROAD TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN
 GR0241'TRAVELED ROAD FOR 9.2 MILES TO A FORK.  TAKE THE RIGHT FORK
 GR0241'FOR 0.8 MILE TO A LESSER TRAVELED ROAD LEADING RIGHT AT A
 GR0241'SIGN JAUNITA SPRING.  TAKE THE LEFT FORK AND FOLLOW THE MAIN
 GR0241'TRAVELED ROAD FOR 9.4 MILES TO A FORK.  TAKE THE RIGHT FORK
 GR0241'AS PER SIGN COLD BUTTE AND GO 9.0 MILES TO A FORK.  TAKE
 GR0241'THE LEFT FORK AS PER SIGN GRAND GULCH AND GO 5.0 MILES TO
 GR0241'BENCH MARK D 55 ON THE RIGHT.
 GR0241'
 GR0241'THE MARK IS A STANDARD BENCH-MARK DISK THAT IS SET IN THE TOP
 GR0241'OF A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 GR0241'FROM THE GROUND.  IT IS 20 FEET SOUTH OF THE MIDDLE OF THE
 GR0241'TRACK ROAD AND 3-1/2 FEET NORTHEAST OF A WITNESS POST.  IT
 GR0241'IS STAMPED D 55 1934.
 GR0241
 GR0241                          STATION RECOVERY (1950)
 GR0241
 GR0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GR0241'33.7 MI S FROM RIVERSIDE, NV.
 GR0241'33.7 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0241'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE, ON
 GR0241'THE OUTSIDE OF A SMALL CURVE, ABOUT 28 YARDS NORTHEAST OF THE
 GR0241'NORTHEAST BANK OF A WIDE WASH, 19 FEET SOUTHWEST OF THE CENTER LINE OF
 GR0241'THE ROAD, 3.4 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 GR0241'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 GR0241'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0069 ***********************************************************************
 HP0069  DESIGNATION -  D 57
 HP0069  PID         -  HP0069
 HP0069  STATE/COUNTY-  NV/LINCOLN
 HP0069  USGS QUAD   -  CALIENTE (1980)
 HP0069
 HP0069                         *CURRENT SURVEY CONTROL
 HP0069  ___________________________________________________________________
 HP0069* NAD 83(1986)-  37 37 24.     (N)    114 35 42.     (W)     SCALED    
 HP0069* NAVD 88     -      1565.031  (meters)    5134.61   (feet)  ADJUSTED  
 HP0069  ___________________________________________________________________
 HP0069  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 HP0069  DYNAMIC HT  -        1563.287 (meters)    5128.88  (feet)  COMP
 HP0069  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 HP0069
 HP0069  VERT ORDER  -  FIRST     CLASS II
 HP0069
 HP0069.The horizontal coordinates were scaled from a topographic map and have
 HP0069.an estimated accuracy of +/- 6 seconds.
 HP0069
 HP0069.The orthometric height was determined by differential leveling
 HP0069.and adjusted by the National Geodetic Survey in June 1991..
 HP0069
 HP0069.The geoid height was determined by GEOID03.
 HP0069
 HP0069.The dynamic height is computed by dividing the NAVD 88
 HP0069.geopotential number by the normal gravity value computed on the
 HP0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0069.degrees latitude (g = 980.6199 gals.).
 HP0069
 HP0069.The modeled gravity was interpolated from observed gravity values.
 HP0069
 HP0069;                    North         East    Units  Estimated Accuracy
 HP0069;SPC NV E     - 8,319,260.      287,240.      MT  (+/- 180 meters Scaled)
 HP0069
 HP0069                          SUPERSEDED SURVEY CONTROL
 HP0069
 HP0069  NGVD 29 (??/??/92) 1563.989  (m)         5131.19   (f) ADJ UNCH    1 2
 HP0069
 HP0069.Superseded values are not recommended for survey control.
 HP0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0069.See file dsdata.txt to determine how the superseded data were derived.
 HP0069
 HP0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB122667(NAD 83)
 HP0069_MARKER: DB = BENCH MARK DISK
 HP0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HP0069_SP_SET: CULVERT
 HP0069_STAMPING: D 57 1934
 HP0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0069
 HP0069  HISTORY     - Date     Condition        Report By
 HP0069  HISTORY     - 1934     MONUMENTED       CGS
 HP0069  HISTORY     - 1970     MARK NOT FOUND   USGS
 HP0069
 HP0069                          STATION DESCRIPTION
 HP0069
 HP0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0069'5.2 MI W FROM CALIENTE.
 HP0069'5.2 MILES WEST ALONG U. S. HIGHWAY 93 FROM THE PUBLIC SCHOOL AT
 HP0069'CALIENTE, LINCOLN COUNTY, AT A 24-INCH PIPE CULVERT, IN THE TOP OF THE
 HP0069'NORTH HEADWALL, AND 15 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A
 HP0069'STANDARD DISK, STAMPED D 57 1934.
 HP0069
 HP0069                          STATION RECOVERY (1970)
 HP0069
 HP0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HP0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0115 ***********************************************************************
 HP0115  DESIGNATION -  D 58
 HP0115  PID         -  HP0115
 HP0115  STATE/COUNTY-  NV/LINCOLN
 HP0115  USGS QUAD   -  HANCOCK SUMMIT (1983)
 HP0115
 HP0115                         *CURRENT SURVEY CONTROL
 HP0115  ___________________________________________________________________
 HP0115* NAD 83(1986)-  37 29 56.     (N)    115 19 34.     (W)     SCALED    
 HP0115* NAVD 88     -      1431.837  (meters)    4697.62   (feet)  ADJUSTED  
 HP0115  ___________________________________________________________________
 HP0115  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 HP0115  DYNAMIC HT  -        1430.283 (meters)    4692.52  (feet)  COMP
 HP0115  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 HP0115
 HP0115  VERT ORDER  -  FIRST     CLASS II
 HP0115
 HP0115.The horizontal coordinates were scaled from a topographic map and have
 HP0115.an estimated accuracy of +/- 6 seconds.
 HP0115
 HP0115.The orthometric height was determined by differential leveling
 HP0115.and adjusted by the National Geodetic Survey in June 1991..
 HP0115
 HP0115.The geoid height was determined by GEOID03.
 HP0115
 HP0115.The dynamic height is computed by dividing the NAVD 88
 HP0115.geopotential number by the normal gravity value computed on the
 HP0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0115.degrees latitude (g = 980.6199 gals.).
 HP0115
 HP0115.The modeled gravity was interpolated from observed gravity values.
 HP0115
 HP0115;                    North         East    Units  Estimated Accuracy
 HP0115;SPC NV E     - 8,305,020.      222,740.      MT  (+/- 180 meters Scaled)
 HP0115
 HP0115                          SUPERSEDED SURVEY CONTROL
 HP0115
 HP0115  NGVD 29 (??/??/92) 1430.875  (m)         4694.46   (f) ADJ UNCH    1 2
 HP0115
 HP0115.Superseded values are not recommended for survey control.
 HP0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0115.See file dsdata.txt to determine how the superseded data were derived.
 HP0115
 HP0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB479515(NAD 83)
 HP0115_MARKER: DB = BENCH MARK DISK
 HP0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0115_STAMPING: D 58 1934
 HP0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0115+STABILITY: SURFACE MOTION
 HP0115
 HP0115  HISTORY     - Date     Condition        Report By
 HP0115  HISTORY     - 1934     MONUMENTED       CGS
 HP0115  HISTORY     - 1954     GOOD             NGS
 HP0115  HISTORY     - 1980     GOOD             USGS
 HP0115
 HP0115                          STATION DESCRIPTION
 HP0115
 HP0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0115'5.6 MI SW FROM CRYSTAL SPRINGS.
 HP0115'5.6 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM CRYSTAL SPRINGS,
 HP0115'LINCOLN COUNTY, 0.8 MILE EAST OF THE POINT WHERE THE ROAD ENTERS A
 HP0115'DEEP WASH, AND 44 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A
 HP0115'STANDARD DISK, STAMPED D 58 1934 AND SET IN THE TOP OF A CONCRETE
 HP0115'POST.  NOTE-- IT WAS REPORTED IN AUGUST 1954 THAT DUE TO RELOCATION OF
 HP0115'THE ROAD, THE MARK IS NOW 5.1 MILES SOUTHWEST OF CRYSTAL SPRINGS.
 HP0115
 HP0115                          STATION RECOVERY (1954)
 HP0115
 HP0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 HP0115'RECOVERED IN GOOD CONDITION.
 HP0115
 HP0115                          STATION RECOVERY (1980)
 HP0115
 HP0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HP0115'5.6 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM CRYSTAL SPRINGS 5.9
 HP0115'MILES SOUTHWEST ALONG STATE HIGHWAY 375 FROM CRYSTAL SPRINGS, LINCOLN
 HP0115'COUNTY, TO GRADED TRACK ROAD NORTH, THENCE 0.05 MILE NORTH ALONG
 HP0115'TRACK ROAD TO OLD HIGHWAY CROSSING TRACK ROAD, THENCE NE ALONG OLD
 HP0115'HIGHWAY 316 FEET TO BENCH MARK 44 FEET SOUTHEAST OF CENTER LINE OF OF
 HP0115'HIGHWAY. A STANDARD DISK STAMPED 'D 58 1934' AND SET IN THE TOP OF A
 HP0115'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0255 ***********************************************************************
 HP0255  DESIGNATION -  D 59
 HP0255  PID         -  HP0255
 HP0255  STATE/COUNTY-  NV/NYE
 HP0255  USGS QUAD   -  WHITE BLOTCH SPRINGS NW (1987)
 HP0255
 HP0255                         *CURRENT SURVEY CONTROL
 HP0255  ___________________________________________________________________
 HP0255* NAD 83(1986)-  37 43 06.     (N)    115 53 23.     (W)     SCALED    
 HP0255* NAVD 88     -      1598.846  (meters)    5245.55   (feet)  ADJUSTED  
 HP0255  ___________________________________________________________________
 HP0255  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 HP0255  DYNAMIC HT  -        1597.052 (meters)    5239.66  (feet)  COMP
 HP0255  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 HP0255
 HP0255  VERT ORDER  -  FIRST     CLASS II
 HP0255
 HP0255.The horizontal coordinates were scaled from a topographic map and have
 HP0255.an estimated accuracy of +/- 6 seconds.
 HP0255
 HP0255.The orthometric height was determined by differential leveling
 HP0255.and adjusted by the National Geodetic Survey in June 1991..
 HP0255
 HP0255.The geoid height was determined by GEOID03.
 HP0255
 HP0255.The dynamic height is computed by dividing the NAVD 88
 HP0255.geopotential number by the normal gravity value computed on the
 HP0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0255.degrees latitude (g = 980.6199 gals.).
 HP0255
 HP0255.The modeled gravity was interpolated from observed gravity values.
 HP0255
 HP0255;                    North         East    Units  Estimated Accuracy
 HP0255;SPC NV C     - 6,329,630.      568,500.      MT  (+/- 180 meters Scaled)
 HP0255
 HP0255                          SUPERSEDED SURVEY CONTROL
 HP0255
 HP0255  NGVD 29 (??/??/92) 1597.781  (m)         5242.05   (f) ADJ UNCH    1 2
 HP0255
 HP0255.Superseded values are not recommended for survey control.
 HP0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0255.See file dsdata.txt to determine how the superseded data were derived.
 HP0255
 HP0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB978751(NAD 83)
 HP0255_MARKER: DB = BENCH MARK DISK
 HP0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0255_STAMPING: D 59 1934
 HP0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0255+STABILITY: SURFACE MOTION
 HP0255
 HP0255  HISTORY     - Date     Condition        Report By
 HP0255  HISTORY     - 1934     MONUMENTED       CGS
 HP0255
 HP0255                          STATION DESCRIPTION
 HP0255
 HP0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0255'49.1 MI W FROM CRYSTAL SPRINGS.
 HP0255'IN NYE COUNTY, 49.1 MILES WEST ALONG STATE HIGHWAY 25 FROM CRYSTAL
 HP0255'SPRINGS, LINCOLN COUNTY, 15.3 MILES EAST OF REEDS RANCH, AND 50 FEET
 HP0255'NORTH OF THE CENTERLINE OF THE MAIN ROAD.  A STANDARD DISK, STAMPED D
 HP0255'59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1134 ***********************************************************************
 KR1134  DESIGNATION -  D 6
 KR1134  PID         -  KR1134
 KR1134  STATE/COUNTY-  NV/WASHOE
 KR1134  USGS QUAD   -  MT ROSE NW (1993)
 KR1134
 KR1134                         *CURRENT SURVEY CONTROL
 KR1134  ___________________________________________________________________
 KR1134* NAD 83(1986)-  39 28 55.     (N)    119 59 32.     (W)     SCALED    
 KR1134* NAVD 88     -      1515.948  (meters)    4973.57   (feet)  ADJUSTED  
 KR1134  ___________________________________________________________________
 KR1134  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 KR1134  DYNAMIC HT  -        1514.506 (meters)    4968.84  (feet)  COMP
 KR1134  MODELED GRAV-     979,622.7   (mgal)                       NAVD 88
 KR1134
 KR1134  VERT ORDER  -  FIRST     CLASS I
 KR1134
 KR1134.The horizontal coordinates were scaled from a topographic map and have
 KR1134.an estimated accuracy of +/- 6 seconds.
 KR1134
 KR1134.The orthometric height was determined by differential leveling
 KR1134.and adjusted by the National Geodetic Survey in June 1991..
 KR1134
 KR1134.The geoid height was determined by GEOID03.
 KR1134
 KR1134.The dynamic height is computed by dividing the NAVD 88
 KR1134.geopotential number by the normal gravity value computed on the
 KR1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1134.degrees latitude (g = 980.6199 gals.).
 KR1134
 KR1134.The modeled gravity was interpolated from observed gravity values.
 KR1134
 KR1134;                    North         East    Units  Estimated Accuracy
 KR1134;SPC NV W     - 4,526,050.      678,800.      MT  (+/- 180 meters Scaled)
 KR1134
 KR1134                          SUPERSEDED SURVEY CONTROL
 KR1134
 KR1134  NGVD 29 (??/??/92) 1514.780  (m)         4969.74   (f) ADJ UNCH    1 1
 KR1134
 KR1134.Superseded values are not recommended for survey control.
 KR1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1134.See file dsdata.txt to determine how the superseded data were derived.
 KR1134
 KR1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD426745(NAD 83)
 KR1134_MARKER: DB = BENCH MARK DISK
 KR1134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1134_SP_SET: ABUTMENT
 KR1134_STAMPING: D 6 4969.787
 KR1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1134
 KR1134  HISTORY     - Date     Condition        Report By
 KR1134  HISTORY     - UNK      MONUMENTED       CGS
 KR1134  HISTORY     - 1969     GOOD             NGS
 KR1134
 KR1134                          STATION DESCRIPTION
 KR1134
 KR1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1134'2.6 MI S FROM VERDI.
 KR1134'2.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1134'CROSSING OF BRIDGE STREET AT VERDI, 9 POLES SOUTHWEST OF MILEPOLE 230,
 KR1134'IN THE TOP AND 1.0 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 KR1134'NORTHEAST STONE ABUTMENT OF THE EASTBOUND TRACK BRIDGE OVER TRUCKEE
 KR1134'RIVER, 7.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE EASTBOUND
 KR1134'TRACK, AND ABOUT 3 1/2 FEET LOWER THAN THE TRACK.  SEC 30, T 19N, R
 KR1134'18E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0716 ***********************************************************************
 GS0716  DESIGNATION -  D 6 HN
 GS0716  PID         -  GS0716
 GS0716  STATE/COUNTY-  NV/NYE
 GS0716  USGS QUAD   -  JACKASS FLATS (1983)
 GS0716
 GS0716                         *CURRENT SURVEY CONTROL
 GS0716  ___________________________________________________________________
 GS0716* NAD 83(1986)-  36 48 02.     (N)    116 20 09.     (W)     SCALED    
 GS0716* NAVD 88     -      1026.631  (meters)    3368.21   (feet)  ADJUSTED  
 GS0716  ___________________________________________________________________
 GS0716  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 GS0716  DYNAMIC HT  -        1025.551 (meters)    3364.66  (feet)  COMP
 GS0716  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 GS0716
 GS0716  VERT ORDER  -  FIRST     CLASS I
 GS0716
 GS0716.The horizontal coordinates were scaled from a topographic map and have
 GS0716.an estimated accuracy of +/- 6 seconds.
 GS0716
 GS0716.The orthometric height was determined by differential leveling
 GS0716.and adjusted by the National Geodetic Survey in May 2004..
 GS0716
 GS0716.The geoid height was determined by GEOID03.
 GS0716
 GS0716.The dynamic height is computed by dividing the NAVD 88
 GS0716.geopotential number by the normal gravity value computed on the
 GS0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0716.degrees latitude (g = 980.6199 gals.).
 GS0716
 GS0716.The modeled gravity was interpolated from observed gravity values.
 GS0716
 GS0716;                    North         East    Units  Estimated Accuracy
 GS0716;SPC NV C     - 6,227,550.      529,520.      MT  (+/- 180 meters Scaled)
 GS0716
 GS0716                          SUPERSEDED SURVEY CONTROL
 GS0716
 GS0716  NAVD 88 (??/??/92) 1026.629  (m)         3368.20   (f) UNKNOWN     3 0
 GS0716  NGVD 29 (05/01/91) 1025.754  (m)         3365.33   (f) ADJUSTED    1 1
 GS0716
 GS0716.Superseded values are not recommended for survey control.
 GS0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0716.See file dsdata.txt to determine how the superseded data were derived.
 GS0716
 GS0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA592729(NAD 83)
 GS0716_MARKER: DD = SURVEY DISK
 GS0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0716_SP_SET: CONCRETE POST
 GS0716_STAMPING: H-N BM D6 1956 3365.328
 GS0716_MARK LOGO: AEC   
 GS0716_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0716+STABILITY: SURFACE MOTION
 GS0716
 GS0716  HISTORY     - Date     Condition        Report By
 GS0716  HISTORY     - 1956     MONUMENTED       AEC
 GS0716  HISTORY     - 1983     GOOD             USGS
 GS0716  HISTORY     - 1986     GOOD             USGS
 GS0716  HISTORY     - 1988     GOOD             USGS
 GS0716  HISTORY     - 19910516 GOOD             USGS
 GS0716  HISTORY     - 19930218 GOOD             USGS
 GS0716  HISTORY     - 19950301 GOOD             USGS
 GS0716
 GS0716                          STATION DESCRIPTION
 GS0716
 GS0716'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0716'42.2 KM (26.25 MI) NW FROM MERCURY.
 GS0716'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0716'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0716'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0716'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0716'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0716'STREET 0.5 MILES TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0716'PROCEED WEST 2.9 MILES, 200 FEET NORTH OF THE ROAD.
 GS0716'THE MARK IS 2 FT  S FROM  A 4 BY 4 POST
 GS0716
 GS0716                          STATION RECOVERY (1986)
 GS0716
 GS0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0716'RECOVERED IN GOOD CONDITION.
 GS0716
 GS0716                          STATION RECOVERY (1988)
 GS0716
 GS0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0716'RECOVERED IN GOOD CONDITION.
 GS0716
 GS0716                          STATION RECOVERY (1991)
 GS0716
 GS0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0716'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0716'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0716'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0716'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0716'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0716'STREET 0.5 MILE TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0716'PROCEED WEST 2.9 MILES, 200 FEET NORTH OF THE ROAD.
 GS0716
 GS0716                          STATION RECOVERY (1993)
 GS0716
 GS0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0716'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0716'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0716'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0716'(34.3 KM) TO A GUARD STATION AT THE INTERSECTION OF ROADS C AND B,
 GS0716'TURN LEFT (SOUTHWEST) ON ROAD B 1.55 MILES (2.49 KM) TO 2ND STREET,
 GS0716'TURN RIGHT (NORTHEAST) ON 2ND STREET 0.5 MILE (0.8 KM) TO A DIRT
 GS0716'ROAD, TURN LEFT ON THE DIRT ROAD AND PROCEED WEST 2.9 MILES (4.7 KM)
 GS0716', 200 FEET (61.0 M) NORTH OF THE ROAD.
 GS0716
 GS0716                          STATION RECOVERY (1995)
 GS0716
 GS0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0716'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0040 ***********************************************************************
 JQ0040  DESIGNATION -  D 60
 JQ0040  PID         -  JQ0040
 JQ0040  STATE/COUNTY-  NV/NYE
 JQ0040  USGS QUAD   -  WARM SPRINGS (1968)
 JQ0040
 JQ0040                         *CURRENT SURVEY CONTROL
 JQ0040  ___________________________________________________________________
 JQ0040* NAD 83(1986)-  38 07 35.     (N)    116 20 40.     (W)     SCALED    
 JQ0040* NAVD 88     -      1706.474  (meters)    5598.66   (feet)  ADJUSTED  
 JQ0040  ___________________________________________________________________
 JQ0040  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 JQ0040  DYNAMIC HT  -        1704.573 (meters)    5592.42  (feet)  COMP
 JQ0040  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 JQ0040
 JQ0040  VERT ORDER  -  FIRST     CLASS II
 JQ0040
 JQ0040.The horizontal coordinates were scaled from a topographic map and have
 JQ0040.an estimated accuracy of +/- 6 seconds.
 JQ0040
 JQ0040.The orthometric height was determined by differential leveling
 JQ0040.and adjusted by the National Geodetic Survey in June 1991..
 JQ0040
 JQ0040.The geoid height was determined by GEOID03.
 JQ0040
 JQ0040.The dynamic height is computed by dividing the NAVD 88
 JQ0040.geopotential number by the normal gravity value computed on the
 JQ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0040.degrees latitude (g = 980.6199 gals.).
 JQ0040
 JQ0040.The modeled gravity was interpolated from observed gravity values.
 JQ0040
 JQ0040;                    North         East    Units  Estimated Accuracy
 JQ0040;SPC NV C     - 6,374,680.      528,250.      MT  (+/- 180 meters Scaled)
 JQ0040
 JQ0040                          SUPERSEDED SURVEY CONTROL
 JQ0040
 JQ0040  NGVD 29 (??/??/92) 1705.350  (m)         5594.97   (f) ADJ UNCH    1 2
 JQ0040
 JQ0040.Superseded values are not recommended for survey control.
 JQ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0040.See file dsdata.txt to determine how the superseded data were derived.
 JQ0040
 JQ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC574200(NAD 83)
 JQ0040_MARKER: DB = BENCH MARK DISK
 JQ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0040_STAMPING: D 60 1934
 JQ0040_MARK LOGO: CGS   
 JQ0040_PROJECTION: PROJECTING 20 CENTIMETERS
 JQ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0040+STABILITY: SURFACE MOTION
 JQ0040
 JQ0040  HISTORY     - Date     Condition        Report By
 JQ0040  HISTORY     - 1934     MONUMENTED       CGS
 JQ0040  HISTORY     - 1984     GOOD             NGS
 JQ0040
 JQ0040                          STATION DESCRIPTION
 JQ0040
 JQ0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0040'5.9 MI SE FROM WARM SPRINGS.
 JQ0040'5.9 MILES SOUTHEAST ALONG THE OLD MILL ROAD FROM WARM SPRINGS, NYE
 JQ0040'COUNTY, 1.9 MILES NORTH OF A RIGHT-ANGLE TURN, AND 46 FEET EAST OF THE
 JQ0040'CENTERLINE OF THE MAIN TRAIL.  A STANDARD DISK, STAMPED D 60 1934 AND
 JQ0040'SET IN THE TOP OF A CONCRETE POST.
 JQ0040
 JQ0040                          STATION RECOVERY (1984)
 JQ0040
 JQ0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0040'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0040'2.85 KM (1.8 MI) WEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 JQ0040'HIGHWAY 375 AT WARM SPRINGS, THENCE 6.9 KM (4.3 MI) SOUTHEAST ALONG A
 JQ0040'TRACK ROAD, 14.0 METERS (46 FT) EAST OF THE CENTER OF THE TRACK ROAD.
 JQ0040'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 JQ0040'THE MARK IS 0.3 M BELOW THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0004 ***********************************************************************
 KP0004  DESIGNATION -  D 61
 KP0004  PID         -  KP0004
 KP0004  STATE/COUNTY-  NV/WHITE PINE
 KP0004  USGS QUAD   -  SPRING CREEK FLAT NW (1981)
 KP0004
 KP0004                         *CURRENT SURVEY CONTROL
 KP0004  ___________________________________________________________________
 KP0004* NAD 83(1986)-  39 56 17.     (N)    114 08 35.     (W)     SCALED    
 KP0004* NAVD 88     -      1750.658  (meters)    5743.62   (feet)  ADJUSTED  
 KP0004  ___________________________________________________________________
 KP0004  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 KP0004  DYNAMIC HT  -        1748.992 (meters)    5738.15  (feet)  COMP
 KP0004  MODELED GRAV-     979,612.1   (mgal)                       NAVD 88
 KP0004
 KP0004  VERT ORDER  -  FIRST     CLASS II
 KP0004
 KP0004.The horizontal coordinates were scaled from a topographic map and have
 KP0004.an estimated accuracy of +/- 6 seconds.
 KP0004
 KP0004.The orthometric height was determined by differential leveling
 KP0004.and adjusted by the National Geodetic Survey in June 1991..
 KP0004
 KP0004.The geoid height was determined by GEOID03.
 KP0004
 KP0004.The dynamic height is computed by dividing the NAVD 88
 KP0004.geopotential number by the normal gravity value computed on the
 KP0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0004.degrees latitude (g = 980.6199 gals.).
 KP0004
 KP0004.The modeled gravity was interpolated from observed gravity values.
 KP0004
 KP0004;                    North         East    Units  Estimated Accuracy
 KP0004;SPC NV E     - 8,576,730.      323,090.      MT  (+/- 180 meters Scaled)
 KP0004
 KP0004                          SUPERSEDED SURVEY CONTROL
 KP0004
 KP0004  NGVD 29 (??/??/92) 1749.493  (m)         5739.80   (f) ADJ UNCH    1 2
 KP0004
 KP0004.Superseded values are not recommended for survey control.
 KP0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0004.See file dsdata.txt to determine how the superseded data were derived.
 KP0004
 KP0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQE441247(NAD 83)
 KP0004_MARKER: DB = BENCH MARK DISK
 KP0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0004_STAMPING: D 61 1934
 KP0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0004+STABILITY: SURFACE MOTION
 KP0004
 KP0004  HISTORY     - Date     Condition        Report By
 KP0004  HISTORY     - 1934     MONUMENTED       CGS
 KP0004
 KP0004                          STATION DESCRIPTION
 KP0004
 KP0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0004'13.4 MI E FROM TIPPETT.
 KP0004'ABOUT 13.4 MILES EAST ALONG STATE HIGHWAY 2 FROM TIPPETT, WHITE PINE
 KP0004'COUNTY, AT THE JUNCTION WITH A SIDE ROAD LEADING SOUTHWEST, ABOUT 44
 KP0004'YARDS SOUTHWEST OF A POINT WHERE THE HIGHWAY CROSSES A SMALL DRY WASH,
 KP0004'30 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND 28 FEET WEST OF
 KP0004'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 61 1934
 KP0004'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0128 ***********************************************************************
 KP0128  DESIGNATION -  D 62
 KP0128  PID         -  KP0128
 KP0128  STATE/COUNTY-  NV/WHITE PINE
 KP0128  USGS QUAD   -  SCHELLBOURNE (1982)
 KP0128
 KP0128                         *CURRENT SURVEY CONTROL
 KP0128  ___________________________________________________________________
 KP0128* NAD 83(1986)-  39 47 43.     (N)    114 43 57.     (W)     SCALED    
 KP0128* NAVD 88     -      1873.520  (meters)    6146.71   (feet)  ADJUSTED  
 KP0128  ___________________________________________________________________
 KP0128  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 KP0128  DYNAMIC HT  -        1871.629 (meters)    6140.50  (feet)  COMP
 KP0128  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 KP0128
 KP0128  VERT ORDER  -  FIRST     CLASS II
 KP0128
 KP0128.The horizontal coordinates were scaled from a topographic map and have
 KP0128.an estimated accuracy of +/- 6 seconds.
 KP0128
 KP0128.The orthometric height was determined by differential leveling
 KP0128.and adjusted by the National Geodetic Survey in June 1991..
 KP0128
 KP0128.The geoid height was determined by GEOID03.
 KP0128
 KP0128.The dynamic height is computed by dividing the NAVD 88
 KP0128.geopotential number by the normal gravity value computed on the
 KP0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0128.degrees latitude (g = 980.6199 gals.).
 KP0128
 KP0128.The modeled gravity was interpolated from observed gravity values.
 KP0128
 KP0128;                    North         East    Units  Estimated Accuracy
 KP0128;SPC NV E     - 8,560,230.      272,870.      MT  (+/- 180 meters Scaled)
 KP0128
 KP0128                          SUPERSEDED SURVEY CONTROL
 KP0128
 KP0128  NGVD 29 (??/??/92) 1872.297  (m)         6142.69   (f) ADJ UNCH    1 2
 KP0128
 KP0128.Superseded values are not recommended for survey control.
 KP0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0128.See file dsdata.txt to determine how the superseded data were derived.
 KP0128
 KP0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE941074(NAD 83)
 KP0128_MARKER: DB = BENCH MARK DISK
 KP0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0128_STAMPING: D 62 1934
 KP0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0128+STABILITY: SURFACE MOTION
 KP0128
 KP0128  HISTORY     - Date     Condition        Report By
 KP0128  HISTORY     - 1934     MONUMENTED       CGS
 KP0128
 KP0128                          STATION DESCRIPTION
 KP0128
 KP0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0128'5.0 MI S FROM CHERRY CREEK.
 KP0128'ABOUT 5 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM CHERRY
 KP0128'CREEK, WHITE PINE COUNTY, THENCE ABOUT 5.4 MILES EAST ALONG STATE
 KP0128'HIGHWAY 2, AT THE INTERSECTION, WITH U.S. HIGHWAY 50, ABOUT 152 FEET
 KP0128'WEST AND NORTH OF THE INTERSECTION, ABOUT 140 FEET WEST OF U.S.
 KP0128'HIGHWAY 50, AND 44 FEET NORTH OF STATE HIGHWAY 2.  A STANDARD DISK,
 KP0128'STAMPED D 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0013 ***********************************************************************
 JP0013  DESIGNATION -  D 63
 JP0013  PID         -  JP0013
 JP0013  STATE/COUNTY-  NV/LINCOLN
 JP0013  USGS QUAD   -  BRISTOL RANGE NE (1971)
 JP0013
 JP0013                         *CURRENT SURVEY CONTROL
 JP0013  ___________________________________________________________________
 JP0013* NAD 83(1994)-  38 09 11.82088(N)    114 35 10.84781(W)     ADJUSTED  
 JP0013* NAVD 88     -      1803.867  (meters)    5918.19   (feet)  ADJUSTED  
 JP0013  ___________________________________________________________________
 JP0013  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 JP0013  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 JP0013  DYNAMIC HT  -        1801.838 (meters)    5911.53  (feet)  COMP
 JP0013  MODELED GRAV-     979,440.5   (mgal)                       NAVD 88
 JP0013
 JP0013  HORZ ORDER  -  SECOND
 JP0013  VERT ORDER  -  SECOND    CLASS 0
 JP0013
 JP0013.The horizontal coordinates were established by classical geodetic methods
 JP0013.and adjusted by the National Geodetic Survey in June 1998..
 JP0013
 JP0013.The orthometric height was determined by differential leveling
 JP0013.and adjusted by the National Geodetic Survey in June 1991..
 JP0013
 JP0013.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0013
 JP0013.The geoid height was determined by GEOID03.
 JP0013
 JP0013.The dynamic height is computed by dividing the NAVD 88
 JP0013.geopotential number by the normal gravity value computed on the
 JP0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0013.degrees latitude (g = 980.6199 gals.).
 JP0013
 JP0013.The modeled gravity was interpolated from observed gravity values.
 JP0013
 JP0013;                    North         East     Units Scale Factor Converg.
 JP0013;SPC NV E     - 8,378,085.746   287,377.530   MT  0.99999400   +0 36 57.4
 JP0013;SPC NV E     -27,487,102.99    942,837.78   sFT  0.99999400   +0 36 57.4
 JP0013;UTM  11      - 4,225,575.160   711,485.425   MT  1.00015087   +1 29 29.9
 JP0013
 JP0013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0013!SPC NV E     -   0.99972060  x   0.99999400  =   0.99971461
 JP0013!UTM  11      -   0.99972060  x   1.00015087  =   0.99987143
 JP0013
 JP0013                          SUPERSEDED SURVEY CONTROL
 JP0013
 JP0013  NAD 83(1994)-  38 09 11.82075(N)    114 35 10.84762(W) AD(       ) 2
 JP0013  NAD 83(1986)-  38 09 11.81001(N)    114 35 10.85083(W) AD(       ) 2
 JP0013  NAD 27      -  38 09 11.95600(N)    114 35 07.86400(W) AD(       ) 2
 JP0013  NGVD 29 (??/??/92) 1802.664  (m)         5914.24   (f) ADJ UNCH    2 0
 JP0013
 JP0013.Superseded values are not recommended for survey control.
 JP0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0013.See file dsdata.txt to determine how the superseded data were derived.
 JP0013
 JP0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC1148525575(NAD 83)
 JP0013_MARKER: DB = BENCH MARK DISK
 JP0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0013_STAMPING: D 63 1934
 JP0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0013+STABILITY: SURFACE MOTION
 JP0013
 JP0013  HISTORY     - Date     Condition        Report By
 JP0013  HISTORY     - 1934     MONUMENTED       CGS
 JP0013  HISTORY     - 1944     GOOD             CGS
 JP0013  HISTORY     - 1971     MARK NOT FOUND   USGS
 JP0013
 JP0013                          STATION DESCRIPTION
 JP0013
 JP0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0013'17.4 MI N FROM PIOCHE.
 JP0013'17.4 MILES NORTH ALONG U. S. HIGHWAY 93 FROM PIOCHE, LINCOLN COUNTY,
 JP0013'ON THE SOUTH SIDE OF A SLOPE, AT A LOW BRUSH-COVERED RISE, 30 FEET
 JP0013'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 50 FEET SOUTH OF A 10-INCH
 JP0013'SCRUB CEDAR TREE.  A STANDARD DISK, STAMPED D 63 1934 AND SET IN THE
 JP0013'TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS 18.0 MILES NORTH OF
 JP0013'PIOCHE, AND 0.4 MILE NORTH OF THE JUNCTION OF THE TWENTY-ONE MILE
 JP0013'RESERVOIR ROAD.
 JP0013
 JP0013                          STATION RECOVERY (1944)
 JP0013
 JP0013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 JP0013'LOCATED ABOUT 16 MILES (AIR LINE) NNW OF PIOCHE, ON THE W
 JP0013'SIDE OF U.S. HIGHWAY 93.
 JP0013'
 JP0013'MARKED BY A BRONZE BENCH-MARK DISK SET IN A SQUARE-TOPPED
 JP0013'CONCRETE POST THAT PROJECTS ABOUT 8 INCHES ABOVE THE GROUND
 JP0013'AND IS STAMPED D 63 1934.  IT IS 0.4 MILE N OF STATION JACK,
 JP0013'31.8 FEET W OF THE CENTER LINE OF THE HIGHWAY, AND 6.2 FEET
 JP0013'W OF A 4- BY 4-INCH WOODEN WITNESS POST.
 JP0013
 JP0013                          STATION RECOVERY (1971)
 JP0013
 JP0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0037 ***********************************************************************
 JP0037  DESIGNATION -  D 64
 JP0037  PID         -  JP0037
 JP0037  STATE/COUNTY-  NV/WHITE PINE
 JP0037  USGS QUAD   -  LAKE VALLEY SUMMIT (1978)
 JP0037
 JP0037                         *CURRENT SURVEY CONTROL
 JP0037  ___________________________________________________________________
 JP0037* NAD 83(1986)-  38 48 08.     (N)    114 33 28.     (W)     SCALED    
 JP0037* NAVD 88     -      1831.522  (meters)    6008.92   (feet)  ADJUSTED  
 JP0037  ___________________________________________________________________
 JP0037  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 JP0037  DYNAMIC HT  -        1829.537 (meters)    6002.41  (feet)  COMP
 JP0037  MODELED GRAV-     979,479.5   (mgal)                       NAVD 88
 JP0037
 JP0037  VERT ORDER  -  SECOND    CLASS 0
 JP0037
 JP0037.The horizontal coordinates were scaled from a topographic map and have
 JP0037.an estimated accuracy of +/- 6 seconds.
 JP0037
 JP0037.The orthometric height was determined by differential leveling
 JP0037.and adjusted by the National Geodetic Survey in June 1991..
 JP0037
 JP0037.The geoid height was determined by GEOID03.
 JP0037
 JP0037.The dynamic height is computed by dividing the NAVD 88
 JP0037.geopotential number by the normal gravity value computed on the
 JP0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0037.degrees latitude (g = 980.6199 gals.).
 JP0037
 JP0037.The modeled gravity was interpolated from observed gravity values.
 JP0037
 JP0037;                    North         East    Units  Estimated Accuracy
 JP0037;SPC NV E     - 8,450,140.      289,080.      MT  (+/- 180 meters Scaled)
 JP0037
 JP0037                          SUPERSEDED SURVEY CONTROL
 JP0037
 JP0037  NGVD 29 (??/??/92) 1830.283  (m)         6004.85   (f) ADJ UNCH    2 0
 JP0037
 JP0037.Superseded values are not recommended for survey control.
 JP0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0037.See file dsdata.txt to determine how the superseded data were derived.
 JP0037
 JP0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC120976(NAD 83)
 JP0037_MARKER: DB = BENCH MARK DISK
 JP0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0037_STAMPING: D 64 1934
 JP0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0037+STABILITY: SURFACE MOTION
 JP0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0037+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 JP0037
 JP0037  HISTORY     - Date     Condition        Report By
 JP0037  HISTORY     - 1934     MONUMENTED       CGS
 JP0037  HISTORY     - 1973     GOOD             USGS
 JP0037  HISTORY     - 1984     GOOD             DMA
 JP0037  HISTORY     - 20020802 GOOD             NVGS
 JP0037
 JP0037                          STATION DESCRIPTION
 JP0037
 JP0037'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0037'17.5 MI S FROM MAJORS PLACE.
 JP0037'JUNCTION US HIGHWAYS 6 AND 93 AT MAJORS PLACE, 17.5 MILES SOUTH FROM,
 JP0037'1.5 MILES NORTH OF A ROAD SIDE REST AREA, 135 FEET EAST OF THE WEST
 JP0037'RIGHT OF WAY FENCE AND 75 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 JP0037'A STANDARD DISK SET IN A CONCRETE POST, STAMPED D 64 1934.
 JP0037
 JP0037                          STATION RECOVERY (1984)
 JP0037
 JP0037'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 JP0037'RECOVERED IN GOOD CONDITION.
 JP0037
 JP0037                          STATION RECOVERY (2002)
 JP0037
 JP0037'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 JP0037'STATION IS CRACKING AND WEATHERED. A CARSONITE WITNESS POST WAS SET 1
 JP0037'METER TO THE EAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0182 ***********************************************************************
 MV0182  DESIGNATION -  D 66
 MV0182  PID         -  MV0182
 MV0182  STATE/COUNTY-  NV/WASHOE
 MV0182  USGS QUAD   -  MASSACRE CREEK (1980)
 MV0182
 MV0182                         *CURRENT SURVEY CONTROL
 MV0182  ___________________________________________________________________
 MV0182* NAD 83(1986)-  41 31 58.     (N)    119 32 25.     (W)     SCALED    
 MV0182* NAVD 88     -      1894.332  (meters)    6214.99   (feet)  ADJUSTED  
 MV0182  ___________________________________________________________________
 MV0182  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 MV0182  DYNAMIC HT  -        1892.846 (meters)    6210.11  (feet)  COMP
 MV0182  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 MV0182
 MV0182  VERT ORDER  -  SECOND    CLASS 0
 MV0182
 MV0182.The horizontal coordinates were scaled from a topographic map and have
 MV0182.an estimated accuracy of +/- 6 seconds.
 MV0182
 MV0182.The orthometric height was determined by differential leveling
 MV0182.and adjusted by the National Geodetic Survey in June 1991..
 MV0182
 MV0182.The geoid height was determined by GEOID03.
 MV0182
 MV0182.The dynamic height is computed by dividing the NAVD 88
 MV0182.geopotential number by the normal gravity value computed on the
 MV0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0182.degrees latitude (g = 980.6199 gals.).
 MV0182
 MV0182.The modeled gravity was interpolated from observed gravity values.
 MV0182
 MV0182;                    North         East    Units  Estimated Accuracy
 MV0182;SPC NV W     - 4,753,250.      720,150.      MT  (+/- 180 meters Scaled)
 MV0182
 MV0182                          SUPERSEDED SURVEY CONTROL
 MV0182
 MV0182  NGVD 29 (??/??/92) 1893.101  (m)         6210.95   (f) ADJ UNCH    2 0
 MV0182
 MV0182.Superseded values are not recommended for survey control.
 MV0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0182.See file dsdata.txt to determine how the superseded data were derived.
 MV0182
 MV0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG880010(NAD 83)
 MV0182_MARKER: DB = BENCH MARK DISK
 MV0182_SETTING: 66 = SET IN ROCK OUTCROP
 MV0182_SP_SET: ROCK OUTCROP
 MV0182_STAMPING: D 66 1934
 MV0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0182+STABILITY: POSITION/ELEVATION WELL
 MV0182
 MV0182  HISTORY     - Date     Condition        Report By
 MV0182  HISTORY     - 1934     MONUMENTED       CGS
 MV0182  HISTORY     - 1937     GOOD             NGS
 MV0182
 MV0182                          STATION DESCRIPTION
 MV0182
 MV0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0182'7.4 MI SE FROM VYA.
 MV0182'7.4 MILES SOUTHEAST ALONG THE HIGH ROCK LAKE ROAD FROM THE JUNCTION OF
 MV0182'STATE HIGHWAY 8 A ABOUT 11.1 MILES EAST OF VYA, WASHOE COUNTY, AT THE
 MV0182'SOUTHEAST SIDE OF A VALLEY, 30 FEET EAST OF THE CENTERLINE OF THE
 MV0182'ROAD, AND IN A ROCK OUTCROP.  A STANDARD DISK, STAMPED D 66 1934.
 MV0182
 MV0182                          STATION RECOVERY (1937)
 MV0182
 MV0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 MV0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0094 ***********************************************************************
 MV0094  DESIGNATION -  D 67
 MV0094  PID         -  MV0094
 MV0094  STATE/COUNTY-  NV/HUMBOLDT
 MV0094  USGS QUAD   -  THOUSAND CREEK SPRING (1990)
 MV0094
 MV0094                         *CURRENT SURVEY CONTROL
 MV0094  ___________________________________________________________________
 MV0094* NAD 83(1986)-  41 53 01.     (N)    119 06 05.     (W)     SCALED    
 MV0094* NAVD 88     -      1553.217  (meters)    5095.85   (feet)  ADJUSTED  
 MV0094  ___________________________________________________________________
 MV0094  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 MV0094  DYNAMIC HT  -        1552.087 (meters)    5092.14  (feet)  COMP
 MV0094  MODELED GRAV-     979,840.8   (mgal)                       NAVD 88
 MV0094
 MV0094  VERT ORDER  -  FIRST     CLASS II
 MV0094
 MV0094.The horizontal coordinates were scaled from a topographic map and have
 MV0094.an estimated accuracy of +/- 6 seconds.
 MV0094
 MV0094.The orthometric height was determined by differential leveling
 MV0094.and adjusted by the National Geodetic Survey in June 1991..
 MV0094
 MV0094.The geoid height was determined by GEOID03.
 MV0094
 MV0094.The dynamic height is computed by dividing the NAVD 88
 MV0094.geopotential number by the normal gravity value computed on the
 MV0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0094.degrees latitude (g = 980.6199 gals.).
 MV0094
 MV0094.The modeled gravity was interpolated from observed gravity values.
 MV0094
 MV0094;                    North         East    Units  Estimated Accuracy
 MV0094;SPC NV W     - 4,791,900.      757,010.      MT  (+/- 180 meters Scaled)
 MV0094
 MV0094                          SUPERSEDED SURVEY CONTROL
 MV0094
 MV0094  NGVD 29 (??/??/92) 1552.001  (m)         5091.86   (f) ADJ UNCH    1 2
 MV0094
 MV0094.Superseded values are not recommended for survey control.
 MV0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0094.See file dsdata.txt to determine how the superseded data were derived.
 MV0094
 MV0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG256389(NAD 83)
 MV0094_MARKER: DB = BENCH MARK DISK
 MV0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0094_SP_SET: CONCRETE POST
 MV0094_STAMPING: D 67 1934
 MV0094_MARK LOGO: CGS   
 MV0094_MAGNETIC: N = NO MAGNETIC MATERIAL
 MV0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0094+STABILITY: SURFACE MOTION
 MV0094
 MV0094  HISTORY     - Date     Condition        Report By
 MV0094  HISTORY     - 1934     MONUMENTED       CGS
 MV0094  HISTORY     - 1964     GOOD             NGS
 MV0094  HISTORY     - 19880501 GOOD             USGS
 MV0094
 MV0094                          STATION DESCRIPTION
 MV0094
 MV0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MV0094'4.9 MI SW FROM THOUSAND CREEK RANCH.
 MV0094'3.0 MILES SOUTH OF DENIO, HUMBOLDT COUNTY, 29.9 MILES WEST ALONG STATE
 MV0094'HIGHWAY 8A, 5.2 MILES EAST OF THE CEDARVILLE JUNCTION, 1125 FEET
 MV0094'SOUTHWEST HIGHWAY 8A, 69 FEET NORTHEAST OF THE CENTERLINE OF A DIRT
 MV0094'ROAD.  A STANDARD DISK, STAMPED D 67 1934 AND SET IN THE TOP OF A
 MV0094'CONCRETE POST.
 MV0094
 MV0094                          STATION RECOVERY (1988)
 MV0094
 MV0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 MV0094'3 MILES (4.8 KM) SOUTH OF DENIO ALONG STATE HIGHWAY 292 TO THE
 MV0094'JUNCTION WITH STATE HIGHWAY 140, THENCE 29.8 MILES (48.0 KM) WEST
 MV0094'ALONG STATE HIGHWAY 140 TO A DIRT ROAD LEADING SOUTHEAST, THENCE 0.4
 MV0094'MILE (0.6 KM) SOUTHEAST ALONG THE DIRT ROAD, 69 FEET (21.0 M)
 MV0094'NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD AND 1125 FEET (342.9 M)
 MV0094'SOUTHWEST OF HIGHWAY 140.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0060 ***********************************************************************
 MV0060  DESIGNATION -  D 68
 MV0060  PID         -  MV0060
 MV0060  STATE/COUNTY-  NV/HUMBOLDT
 MV0060  USGS QUAD   -  IDAHO CANYON SPRING (1990)
 MV0060
 MV0060                         *CURRENT SURVEY CONTROL
 MV0060  ___________________________________________________________________
 MV0060* NAD 83(1986)-  41 35 50.     (N)    118 57 26.     (W)     SCALED    
 MV0060* NAVD 88     -      1851.403  (meters)    6074.14   (feet)  ADJUSTED  
 MV0060  ___________________________________________________________________
 MV0060  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 MV0060  DYNAMIC HT  -        1849.928 (meters)    6069.31  (feet)  COMP
 MV0060  MODELED GRAV-     979,760.2   (mgal)                       NAVD 88
 MV0060
 MV0060  VERT ORDER  -  SECOND    CLASS 0
 MV0060
 MV0060.The horizontal coordinates were scaled from a topographic map and have
 MV0060.an estimated accuracy of +/- 6 seconds.
 MV0060
 MV0060.The orthometric height was determined by differential leveling
 MV0060.and adjusted by the National Geodetic Survey in June 1991..
 MV0060
 MV0060.The geoid height was determined by GEOID03.
 MV0060
 MV0060.The dynamic height is computed by dividing the NAVD 88
 MV0060.geopotential number by the normal gravity value computed on the
 MV0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0060.degrees latitude (g = 980.6199 gals.).
 MV0060
 MV0060.The modeled gravity was interpolated from observed gravity values.
 MV0060
 MV0060;                    North         East    Units  Estimated Accuracy
 MV0060;SPC NV W     - 4,760,030.      768,830.      MT  (+/- 180 meters Scaled)
 MV0060
 MV0060                          SUPERSEDED SURVEY CONTROL
 MV0060
 MV0060  NGVD 29 (??/??/92) 1850.198  (m)         6070.19   (f) ADJ UNCH    2 0
 MV0060
 MV0060.Superseded values are not recommended for survey control.
 MV0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0060.See file dsdata.txt to determine how the superseded data were derived.
 MV0060
 MV0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG368069(NAD 83)
 MV0060_MARKER: DB = BENCH MARK DISK
 MV0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0060_STAMPING: D 68 1934
 MV0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0060+STABILITY: SURFACE MOTION
 MV0060
 MV0060  HISTORY     - Date     Condition        Report By
 MV0060  HISTORY     - 1934     MONUMENTED       CGS
 MV0060
 MV0060                          STATION DESCRIPTION
 MV0060
 MV0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0060'21.3 MI NE FROM SOLDIER MEADOWS RANCH.
 MV0060'21.3 MILES NORTHEAST ALONG THE ROAD LEADING TO SUMMIT LAKE AND DENIO,
 MV0060'OREGON, FROM THE RANCHHOUSE AT SOLDIER MEADOWS RANCH, HUMBOLDT COUNTY,
 MV0060'AND 25 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 MV0060'STAMPED D 68 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- CHANGE
 MV0060'FINAL REFERENCE FROM AND 25 FEET EAST OF THE CENTERLINE OF THE ROAD.
 MV0060'TO READ AND 165 FEET WEST OF THE CENTERLINE OF THE ROAD. THE ALIGNMENT
 MV0060'OF THE ROAD HAS BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0378 ***********************************************************************
 LS0378  DESIGNATION -  D 69
 LS0378  PID         -  LS0378
 LS0378  STATE/COUNTY-  NV/WASHOE
 LS0378  USGS QUAD   -  GERLACH (1990)
 LS0378
 LS0378                         *CURRENT SURVEY CONTROL
 LS0378  ___________________________________________________________________
 LS0378* NAD 83(1986)-  40 39 05.     (N)    119 21 14.     (W)     SCALED    
 LS0378* NAVD 88     -      1199.168  (meters)    3934.27   (feet)  ADJUSTED  
 LS0378  ___________________________________________________________________
 LS0378  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 LS0378  DYNAMIC HT  -        1198.246 (meters)    3931.25  (feet)  COMP
 LS0378  MODELED GRAV-     979,815.0   (mgal)                       NAVD 88
 LS0378
 LS0378  VERT ORDER  -  SECOND    CLASS 0
 LS0378
 LS0378.The horizontal coordinates were scaled from a topographic map and have
 LS0378.an estimated accuracy of +/- 6 seconds.
 LS0378
 LS0378.The orthometric height was determined by differential leveling
 LS0378.and adjusted by the National Geodetic Survey in June 1991..
 LS0378.WARNING-Repeat measurements at this control monument indicate possible
 LS0378.vertical movement.
 LS0378
 LS0378.The geoid height was determined by GEOID03.
 LS0378
 LS0378.The dynamic height is computed by dividing the NAVD 88
 LS0378.geopotential number by the normal gravity value computed on the
 LS0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0378.degrees latitude (g = 980.6199 gals.).
 LS0378
 LS0378.The modeled gravity was interpolated from observed gravity values.
 LS0378
 LS0378;                    North         East    Units  Estimated Accuracy
 LS0378;SPC NV W     - 4,655,220.      734,840.      MT  (+/- 180 meters Scaled)
 LS0378
 LS0378                          SUPERSEDED SURVEY CONTROL
 LS0378
 LS0378  NGVD 29 (??/??/92) 1198.190  (m)         3931.06   (f) ADJ UNCH    2 0
 LS0378
 LS0378.Superseded values are not recommended for survey control.
 LS0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0378.See file dsdata.txt to determine how the superseded data were derived.
 LS0378
 LS0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF009027(NAD 83)
 LS0378_MARKER: DB = BENCH MARK DISK
 LS0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0378_STAMPING: D 69 1934
 LS0378_MARK LOGO: CGS   
 LS0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0378+STABILITY: SURFACE MOTION
 LS0378
 LS0378  HISTORY     - Date     Condition        Report By
 LS0378  HISTORY     - 1934     MONUMENTED       CGS
 LS0378  HISTORY     - 1962     POOR             USGS
 LS0378  HISTORY     - 1962     GOOD             USGS
 LS0378
 LS0378                          STATION DESCRIPTION
 LS0378
 LS0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0378'IN GERLACH.
 LS0378'138 FEET WEST OF WESTERN PACIFIC RAILWAY STATION.  60 FEET NORTH OF
 LS0378'NEAREST RAIL OF MAIN TRACK.
 LS0378
 LS0378                          STATION RECOVERY (1962)
 LS0378
 LS0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LS0378'MARK RECOVERED IN POOR CONDITION.
 LS0378
 LS0378                          STATION RECOVERY (1962)
 LS0378
 LS0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LS0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0511 ***********************************************************************
 LR0511  DESIGNATION -  D 7
 LR0511  PID         -  LR0511
 LR0511  STATE/COUNTY-  NV/PERSHING
 LR0511  USGS QUAD   -  DUN GLEN PEAK (1982)
 LR0511
 LR0511                         *CURRENT SURVEY CONTROL
 LR0511  ___________________________________________________________________
 LR0511* NAD 83(1986)-  40 51 21.     (N)    117 58 06.     (W)     SCALED    
 LR0511* NAVD 88     -      1309.291  (meters)    4295.57   (feet)  ADJUSTED  
 LR0511  ___________________________________________________________________
 LR0511  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 LR0511  DYNAMIC HT  -        1308.302 (meters)    4292.32  (feet)  COMP
 LR0511  MODELED GRAV-     979,823.7   (mgal)                       NAVD 88
 LR0511
 LR0511  VERT ORDER  -  FIRST     CLASS II
 LR0511
 LR0511.The horizontal coordinates were scaled from a topographic map and have
 LR0511.an estimated accuracy of +/- 6 seconds.
 LR0511
 LR0511.The orthometric height was determined by differential leveling
 LR0511.and adjusted by the National Geodetic Survey in June 1991..
 LR0511
 LR0511.The geoid height was determined by GEOID03.
 LR0511
 LR0511.The dynamic height is computed by dividing the NAVD 88
 LR0511.geopotential number by the normal gravity value computed on the
 LR0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0511.degrees latitude (g = 980.6199 gals.).
 LR0511
 LR0511.The modeled gravity was interpolated from observed gravity values.
 LR0511
 LR0511;                    North         East    Units  Estimated Accuracy
 LR0511;SPC NV W     - 4,677,820.      851,850.      MT  (+/- 180 meters Scaled)
 LR0511
 LR0511                          SUPERSEDED SURVEY CONTROL
 LR0511
 LR0511  NGVD 29 (??/??/92) 1308.31   (m)         4292.3    (f) COMPUTED    1 2
 LR0511
 LR0511.Superseded values are not recommended for survey control.
 LR0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0511.See file dsdata.txt to determine how the superseded data were derived.
 LR0511
 LR0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF183232(NAD 83)
 LR0511_MARKER: DB = BENCH MARK DISK
 LR0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0511_STAMPING: 4292.032
 LR0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0511+STABILITY: SURFACE MOTION
 LR0511
 LR0511  HISTORY     - Date     Condition        Report By
 LR0511  HISTORY     - 1914     MONUMENTED       CGS
 LR0511  HISTORY     - 1953     GOOD             CGS
 LR0511
 LR0511                          STATION DESCRIPTION
 LR0511
 LR0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0511'4.7 MI SW FROM ROSE CREEK.
 LR0511'4.7 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0511'THE SIDING SIGN AT ROSE CREEK, 4.8 MILES NORTHEAST OF COSGRAVE, 226
 LR0511'FEET NORTH OF THE CENTER OF THE NORTHWEST END OF A WOODEN BOX CULVER,
 LR0511'192.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 164 1/2 FEET NORTHEAST OF
 LR0511'THE APPROXIMATE CENTER OF A DRAIN DITCH, 132 FEET NORTHWEST OF
 LR0511'MILEPOLE 402, 4.4 FEET SOUTHEAST OF A FENCE, 1.7 FEET SOUTHWEST OF A
 LR0511'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF
 LR0511'A SANDSTONE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0715 ***********************************************************************
 GS0715  DESIGNATION -  D 7 HN
 GS0715  PID         -  GS0715
 GS0715  STATE/COUNTY-  NV/NYE
 GS0715  USGS QUAD   -  JACKASS FLATS (1983)
 GS0715
 GS0715                         *CURRENT SURVEY CONTROL
 GS0715  ___________________________________________________________________
 GS0715* NAD 83(1986)-  36 48 06.     (N)    116 20 30.     (W)     SCALED    
 GS0715* NAVD 88     -      1026.283  (meters)    3367.06   (feet)  ADJUSTED  
 GS0715  ___________________________________________________________________
 GS0715  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 GS0715  DYNAMIC HT  -        1025.204 (meters)    3363.52  (feet)  COMP
 GS0715  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 GS0715
 GS0715  VERT ORDER  -  FIRST     CLASS I
 GS0715
 GS0715.The horizontal coordinates were scaled from a topographic map and have
 GS0715.an estimated accuracy of +/- 6 seconds.
 GS0715
 GS0715.The orthometric height was determined by differential leveling
 GS0715.and adjusted by the National Geodetic Survey in May 2004..
 GS0715
 GS0715.The geoid height was determined by GEOID03.
 GS0715
 GS0715.The dynamic height is computed by dividing the NAVD 88
 GS0715.geopotential number by the normal gravity value computed on the
 GS0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0715.degrees latitude (g = 980.6199 gals.).
 GS0715
 GS0715.The modeled gravity was interpolated from observed gravity values.
 GS0715
 GS0715;                    North         East    Units  Estimated Accuracy
 GS0715;SPC NV C     - 6,227,670.      529,000.      MT  (+/- 180 meters Scaled)
 GS0715
 GS0715                          SUPERSEDED SURVEY CONTROL
 GS0715
 GS0715  NAVD 88 (??/??/92) 1026.280  (m)         3367.05   (f) UNKNOWN     3 0
 GS0715  NGVD 29 (05/01/91) 1025.406  (m)         3364.19   (f) ADJUSTED    1 1
 GS0715
 GS0715.Superseded values are not recommended for survey control.
 GS0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0715.See file dsdata.txt to determine how the superseded data were derived.
 GS0715
 GS0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA587730(NAD 83)
 GS0715_MARKER: DD = SURVEY DISK
 GS0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0715_SP_SET: CONCRETE POST
 GS0715_STAMPING: H-N BM D7 1956 3364.180
 GS0715_MARK LOGO: AEC   
 GS0715_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0715+STABILITY: SURFACE MOTION
 GS0715
 GS0715  HISTORY     - Date     Condition        Report By
 GS0715  HISTORY     - 1956     MONUMENTED       AEC
 GS0715  HISTORY     - 1983     GOOD             USGS
 GS0715  HISTORY     - 1986     GOOD             USGS
 GS0715  HISTORY     - 1988     GOOD             USGS
 GS0715  HISTORY     - 19910516 GOOD             USGS
 GS0715  HISTORY     - 19930217 GOOD             USGS
 GS0715  HISTORY     - 19950301 GOOD             USGS
 GS0715
 GS0715                          STATION DESCRIPTION
 GS0715
 GS0715'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0715'43.1 KM (26.80 MI) NW FROM MERCURY.
 GS0715'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0715'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0715'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0715'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0715'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0715'STREET 0.5 MILES TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0715'PROCEED WEST 3.45 MILES, 200 FEET NORTH OF THE ROAD.
 GS0715'THE MARK IS 2 FT  S FROM  A 4 BY 4 POST
 GS0715
 GS0715                          STATION RECOVERY (1986)
 GS0715
 GS0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0715'RECOVERED IN GOOD CONDITION.
 GS0715
 GS0715                          STATION RECOVERY (1988)
 GS0715
 GS0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0715'RECOVERED IN GOOD CONDITION.
 GS0715
 GS0715                          STATION RECOVERY (1991)
 GS0715
 GS0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0715'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0715'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0715'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0715'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0715'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0715'STREET 0.5 MILE TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0715'PROCEED WEST 3.45 MILES, 200 FEET NORTH OF THE ROAD.
 GS0715
 GS0715                          STATION RECOVERY (1993)
 GS0715
 GS0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0715'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0715'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0715'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0715'(34.3 KM) TO A GUARD STATION AT THE INTERSECTION OF ROADS C AND B,
 GS0715'TURN LEFT (SOUTHWEST) ON ROAD B 1.55 MILES (2.49 KM) TO 2ND STREET,
 GS0715'TURN RIGHT (NORTHEAST) ON 2ND STREET 0.5 MILE (0.8 KM) TO A DIRT
 GS0715'ROAD, TURN LEFT ON THE DIRT ROAD AND PROCEED WEST 3.45 MILES
 GS0715'(5.55 KM), 200 FEET (61.0 M) NORTH OF THE ROAD.
 GS0715
 GS0715                          STATION RECOVERY (1995)
 GS0715
 GS0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0715'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0132 ***********************************************************************
 MV0132  DESIGNATION -  D 70
 MV0132  PID         -  MV0132
 MV0132  STATE/COUNTY-  NV/HUMBOLDT
 MV0132  USGS QUAD   -  MUD MEADOW (1980)
 MV0132
 MV0132                         *CURRENT SURVEY CONTROL
 MV0132  ___________________________________________________________________
 MV0132* NAD 83(1986)-  41 16 01.     (N)    119 10 17.     (W)     SCALED    
 MV0132* NAVD 88     -      1273.955  (meters)    4179.63   (feet)  ADJUSTED  
 MV0132  ___________________________________________________________________
 MV0132  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 MV0132  DYNAMIC HT  -        1273.047 (meters)    4176.65  (feet)  COMP
 MV0132  MODELED GRAV-     979,866.7   (mgal)                       NAVD 88
 MV0132
 MV0132  VERT ORDER  -  SECOND    CLASS 0
 MV0132
 MV0132.The horizontal coordinates were scaled from a topographic map and have
 MV0132.an estimated accuracy of +/- 6 seconds.
 MV0132
 MV0132.The orthometric height was determined by differential leveling
 MV0132.and adjusted by the National Geodetic Survey in June 1991..
 MV0132
 MV0132.The geoid height was determined by GEOID03.
 MV0132
 MV0132.The dynamic height is computed by dividing the NAVD 88
 MV0132.geopotential number by the normal gravity value computed on the
 MV0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0132.degrees latitude (g = 980.6199 gals.).
 MV0132
 MV0132.The modeled gravity was interpolated from observed gravity values.
 MV0132
 MV0132;                    North         East    Units  Estimated Accuracy
 MV0132;SPC NV W     - 4,723,460.      750,730.      MT  (+/- 180 meters Scaled)
 MV0132
 MV0132                          SUPERSEDED SURVEY CONTROL
 MV0132
 MV0132  NGVD 29 (??/??/92) 1272.912  (m)         4176.21   (f) ADJ UNCH    2 0
 MV0132
 MV0132.Superseded values are not recommended for survey control.
 MV0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0132.See file dsdata.txt to determine how the superseded data were derived.
 MV0132
 MV0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF181706(NAD 83)
 MV0132_MARKER: DB = BENCH MARK DISK
 MV0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0132_STAMPING: D 70 1934
 MV0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0132+STABILITY: SURFACE MOTION
 MV0132
 MV0132  HISTORY     - Date     Condition        Report By
 MV0132  HISTORY     - 1934     MONUMENTED       CGS
 MV0132
 MV0132                          STATION DESCRIPTION
 MV0132
 MV0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0132'9.9 MI SW FROM SOLDIER MEADOWS RANCH.
 MV0132'9.9 MILES SOUTHWEST ALONG THE ROAD LEADING TO GERLACH FROM THE
 MV0132'RANCHHOUSE AT SOLDIER MEADOWS RANCH, HUMBOLDT COUNTY, ON THE TOP OF A
 MV0132'FLAT ABOVE SOLDIER CREEK VALLEY, AND 36 FEET EAST OF THE CENTERLINE OF
 MV0132'THE ROAD.  A STANDARD DISK, STAMPED D 70 1934 AND SET IN THE TOP OF A
 MV0132'CONCRETE POST.  NOTE-- 10.8 MI SOUTHERLY ALONG THE ROAD LEADING TO
 MV0132'GERLACH FROM THE RANCHHOUSE AT SOLDIER MEADOWS RANCH TO A ROAD LEADING
 MV0132'NORTHERLY.  TURN BACK LEFT FOR 0.8 MI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0432 ***********************************************************************
 LS0432  DESIGNATION -  D 71
 LS0432  PID         -  LS0432
 LS0432  STATE/COUNTY-  NV/WASHOE
 LS0432  USGS QUAD   -  EMERSON PASS (1990)
 LS0432
 LS0432                         *CURRENT SURVEY CONTROL
 LS0432  ___________________________________________________________________
 LS0432* NAD 83(1986)-  40 22 13.     (N)    119 41 29.     (W)     SCALED    
 LS0432* NAVD 88     -      1190.816  (meters)    3906.87   (feet)  POSTED    
 LS0432  ___________________________________________________________________
 LS0432  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 LS0432  DYNAMIC HT  -        1189.890 (meters)    3903.83  (feet)  COMP
 LS0432  MODELED GRAV-     979,809.1   (mgal)                       NAVD 88
 LS0432
 LS0432  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0432
 LS0432.The horizontal coordinates were scaled from a topographic map and have
 LS0432.an estimated accuracy of +/- 6 seconds.
 LS0432
 LS0432.The orthometric height was determined by differential leveling
 LS0432.and adjusted by the National Geodetic Survey in 1992..
 LS0432.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0432.rate of 0.0 thru 1.0 mm/km.
 LS0432
 LS0432.The geoid height was determined by GEOID03.
 LS0432
 LS0432.The dynamic height is computed by dividing the NAVD 88
 LS0432.geopotential number by the normal gravity value computed on the
 LS0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0432.degrees latitude (g = 980.6199 gals.).
 LS0432
 LS0432.The modeled gravity was interpolated from observed gravity values.
 LS0432
 LS0432;                    North         East    Units  Estimated Accuracy
 LS0432;SPC NV W     - 4,624,310.      705,900.      MT  (+/- 180 meters Scaled)
 LS0432
 LS0432                          SUPERSEDED SURVEY CONTROL
 LS0432
 LS0432  NGVD 29 (??/??/92) 1189.824  (m)         3903.61   (f) ADJ UNCH    2 0
 LS0432
 LS0432.Superseded values are not recommended for survey control.
 LS0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0432.See file dsdata.txt to determine how the superseded data were derived.
 LS0432
 LS0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE714723(NAD 83)
 LS0432_MARKER: DB = BENCH MARK DISK
 LS0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0432_STAMPING: D 71 1934
 LS0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0432+STABILITY: SURFACE MOTION
 LS0432
 LS0432  HISTORY     - Date     Condition        Report By
 LS0432  HISTORY     - 1934     MONUMENTED       CGS
 LS0432  HISTORY     - 1964     GOOD             USGS
 LS0432
 LS0432                          STATION DESCRIPTION
 LS0432
 LS0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0432'2.0 MI E FROM SANO.
 LS0432'2.0 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION
 LS0432'SIGN AT SANO, WASHOE COUNTY, 5 POLES EAST ACROSS THE TRACK FROM
 LS0432'MILEPOST 407, 70 FEET SOUTHWEST OF BRIDGE NO. 407-11, AND 54 FEET
 LS0432'SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED D 71 1934 AND SET
 LS0432'IN THE TOP OF A CONCRETE POST.
 LS0432
 LS0432                          STATION RECOVERY (1964)
 LS0432
 LS0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LS0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0339 ***********************************************************************
 LS0339  DESIGNATION -  D 72
 LS0339  PID         -  LS0339
 LS0339  STATE/COUNTY-  NV/PERSHING
 LS0339  USGS QUAD   -  CHOLONA (1981)
 LS0339
 LS0339                         *CURRENT SURVEY CONTROL
 LS0339  ___________________________________________________________________
 LS0339* NAD 83(1986)-  40 50 12.     (N)    118 57 03.     (W)     SCALED    
 LS0339* NAVD 88     -      1217.541  (meters)    3994.55   (feet)  ADJUSTED  
 LS0339  ___________________________________________________________________
 LS0339  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 LS0339  DYNAMIC HT  -        1216.661 (meters)    3991.66  (feet)  COMP
 LS0339  MODELED GRAV-     979,859.8   (mgal)                       NAVD 88
 LS0339
 LS0339  VERT ORDER  -  SECOND    CLASS 0
 LS0339
 LS0339.The horizontal coordinates were scaled from a topographic map and have
 LS0339.an estimated accuracy of +/- 6 seconds.
 LS0339
 LS0339.The orthometric height was determined by differential leveling
 LS0339.and adjusted by the National Geodetic Survey in June 1991..
 LS0339
 LS0339.The geoid height was determined by GEOID03.
 LS0339
 LS0339.The dynamic height is computed by dividing the NAVD 88
 LS0339.geopotential number by the normal gravity value computed on the
 LS0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0339.degrees latitude (g = 980.6199 gals.).
 LS0339
 LS0339.The modeled gravity was interpolated from observed gravity values.
 LS0339
 LS0339;                    North         East    Units  Estimated Accuracy
 LS0339;SPC NV W     - 4,675,570.      769,010.      MT  (+/- 180 meters Scaled)
 LS0339
 LS0339                          SUPERSEDED SURVEY CONTROL
 LS0339
 LS0339  NGVD 29 (??/??/92) 1216.560  (m)         3991.33   (f) ADJ UNCH    2 0
 LS0339
 LS0339.Superseded values are not recommended for survey control.
 LS0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0339.See file dsdata.txt to determine how the superseded data were derived.
 LS0339
 LS0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF355224(NAD 83)
 LS0339_MARKER: DB = BENCH MARK DISK
 LS0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0339_STAMPING: D 72 1934
 LS0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0339+STABILITY: SURFACE MOTION
 LS0339
 LS0339  HISTORY     - Date     Condition        Report By
 LS0339  HISTORY     - 1934     MONUMENTED       CGS
 LS0339
 LS0339                          STATION DESCRIPTION
 LS0339
 LS0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0339'11.3 MI E FROM TREGO.
 LS0339'11.3 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LS0339'TREGO, PERSHING COUNTY, 48 FEET WEST OF THE THIRD POLE EAST OF
 LS0339'MILEPOST 463, AND 42 FEET NORTH OF THE NEAREST RAIL.  A STANDARD DISK,
 LS0339'STAMPED D 72 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0356 ***********************************************************************
 LS0356  DESIGNATION -  D 73
 LS0356  PID         -  LS0356
 LS0356  STATE/COUNTY-  NV/PERSHING
 LS0356  USGS QUAD   -  SULPHUR (1981)
 LS0356
 LS0356                         *CURRENT SURVEY CONTROL
 LS0356  ___________________________________________________________________
 LS0356* NAD 83(1986)-  40 48 34.     (N)    118 41 40.     (W)     SCALED    
 LS0356* NAVD 88     -      1641.622  (meters)    5385.89   (feet)  ADJUSTED  
 LS0356  ___________________________________________________________________
 LS0356  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 LS0356  DYNAMIC HT  -        1640.386 (meters)    5381.83  (feet)  COMP
 LS0356  MODELED GRAV-     979,811.8   (mgal)                       NAVD 88
 LS0356
 LS0356  VERT ORDER  -  SECOND    CLASS 0
 LS0356
 LS0356.The horizontal coordinates were scaled from a topographic map and have
 LS0356.an estimated accuracy of +/- 6 seconds.
 LS0356
 LS0356.The orthometric height was determined by differential leveling
 LS0356.and adjusted by the National Geodetic Survey in June 1991..
 LS0356
 LS0356.The geoid height was determined by GEOID03.
 LS0356
 LS0356.The dynamic height is computed by dividing the NAVD 88
 LS0356.geopotential number by the normal gravity value computed on the
 LS0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0356.degrees latitude (g = 980.6199 gals.).
 LS0356
 LS0356.The modeled gravity was interpolated from observed gravity values.
 LS0356
 LS0356;                    North         East    Units  Estimated Accuracy
 LS0356;SPC NV W     - 4,672,490.      790,630.      MT  (+/- 180 meters Scaled)
 LS0356
 LS0356                          SUPERSEDED SURVEY CONTROL
 LS0356
 LS0356  NGVD 29 (??/??/92) 1640.630  (m)         5382.63   (f) ADJ UNCH    2 0
 LS0356
 LS0356.Superseded values are not recommended for survey control.
 LS0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0356.See file dsdata.txt to determine how the superseded data were derived.
 LS0356
 LS0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF570189(NAD 83)
 LS0356_MARKER: DB = BENCH MARK DISK
 LS0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0356_STAMPING: D 73 1934
 LS0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0356+STABILITY: SURFACE MOTION
 LS0356
 LS0356  HISTORY     - Date     Condition        Report By
 LS0356  HISTORY     - 1934     MONUMENTED       CGS
 LS0356
 LS0356                          STATION DESCRIPTION
 LS0356
 LS0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0356'5.2 MI SE FROM SULPHUR.
 LS0356'IN PERSHING COUNTY, 5.2 MILES SOUTHEAST ALONG THE LOVELOCK ROAD FROM
 LS0356'THE WESTERN PACIFIC RAILROAD STATION AT SULPHUR, HUMBOLDT COUNTY, AT
 LS0356'THE TOP OF A SUMMIT, AND 54 FEET EAST OF THE CENTERLINE OF THE ROAD. A
 LS0356'STANDARD DISK, STAMPED D 73 1934 AND SET IN THE TOP OF A CONCRETE
 LS0356'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0309 ***********************************************************************
 LS0309  DESIGNATION -  D 74
 LS0309  PID         -  LS0309
 LS0309  STATE/COUNTY-  NV/PERSHING
 LS0309  USGS QUAD   -  WEST OF LOVELOCK (1987)
 LS0309
 LS0309                         *CURRENT SURVEY CONTROL
 LS0309  ___________________________________________________________________
 LS0309* NAD 83(1986)-  40 14 04.     (N)    118 35 37.     (W)     SCALED    
 LS0309* NAVD 88     -      1350.031  (meters)    4429.23   (feet)  ADJUSTED  
 LS0309  ___________________________________________________________________
 LS0309  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 LS0309  DYNAMIC HT  -        1348.931 (meters)    4425.62  (feet)  COMP
 LS0309  MODELED GRAV-     979,763.9   (mgal)                       NAVD 88
 LS0309
 LS0309  VERT ORDER  -  SECOND    CLASS 0
 LS0309
 LS0309.The horizontal coordinates were scaled from a topographic map and have
 LS0309.an estimated accuracy of +/- 6 seconds.
 LS0309
 LS0309.The orthometric height was determined by differential leveling
 LS0309.and adjusted by the National Geodetic Survey in June 1991..
 LS0309
 LS0309.The geoid height was determined by GEOID03.
 LS0309
 LS0309.The dynamic height is computed by dividing the NAVD 88
 LS0309.geopotential number by the normal gravity value computed on the
 LS0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0309.degrees latitude (g = 980.6199 gals.).
 LS0309
 LS0309.The modeled gravity was interpolated from observed gravity values.
 LS0309
 LS0309;                    North         East    Units  Estimated Accuracy
 LS0309;SPC NV W     - 4,608,640.      799,130.      MT  (+/- 180 meters Scaled)
 LS0309
 LS0309                          SUPERSEDED SURVEY CONTROL
 LS0309
 LS0309  NGVD 29 (??/??/92) 1349.041  (m)         4425.98   (f) ADJ UNCH    2 0
 LS0309
 LS0309.Superseded values are not recommended for survey control.
 LS0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0309.See file dsdata.txt to determine how the superseded data were derived.
 LS0309
 LS0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE644549(NAD 83)
 LS0309_MARKER: DB = BENCH MARK DISK
 LS0309_SETTING: 66 = SET IN ROCK OUTCROP
 LS0309_SP_SET: ROCK OUTCROP
 LS0309_STAMPING: D 74 1934
 LS0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LS0309+STABILITY: POSITION/ELEVATION WELL
 LS0309
 LS0309  HISTORY     - Date     Condition        Report By
 LS0309  HISTORY     - 1934     MONUMENTED       CGS
 LS0309  HISTORY     - 1970     GOOD             NGS
 LS0309
 LS0309                          STATION DESCRIPTION
 LS0309
 LS0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0309'8.3 MI NW FROM LOVELOCK.
 LS0309'8.3 MILES NORTHWEST ALONG THE SULPHUR ROAD FROM THE COURTHOUSE AT
 LS0309'LOVELOCK, PERSHING COUNTY, 395 FEET NORTH OF A POINT WHERE THE ROAD
 LS0309'LEAVES A CANYON, 45 FEET WEST OF THE CENTERLINE OF THE ROAD, AND IN AN
 LS0309'OUTCROP OF BEDROCK WEST OF THE CANYON.  A STANDARD DISK, STAMPED D 74
 LS0309'1934.
 LS0309
 LS0309                          STATION RECOVERY (1970)
 LS0309
 LS0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LS0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0202 ***********************************************************************
 MU0202  DESIGNATION -  D 75
 MU0202  PID         -  MU0202
 MU0202  STATE/COUNTY-  NV/HUMBOLDT
 MU0202  USGS QUAD   -  RED HOUSE FLAT WEST (1988)
 MU0202
 MU0202                         *CURRENT SURVEY CONTROL
 MU0202  ___________________________________________________________________
 MU0202* NAD 83(1986)-  41 02 20.     (N)    117 20 24.     (W)     SCALED    
 MU0202* NAVD 88     -      1352.180  (meters)    4436.28   (feet)  ADJUSTED  
 MU0202  ___________________________________________________________________
 MU0202  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 MU0202  DYNAMIC HT  -        1351.186 (meters)    4433.02  (feet)  COMP
 MU0202  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 MU0202
 MU0202  VERT ORDER  -  FIRST     CLASS II
 MU0202
 MU0202.The horizontal coordinates were scaled from a topographic map and have
 MU0202.an estimated accuracy of +/- 6 seconds.
 MU0202
 MU0202.The orthometric height was determined by differential leveling
 MU0202.and adjusted by the National Geodetic Survey in June 1991..
 MU0202
 MU0202.The geoid height was determined by GEOID03.
 MU0202
 MU0202.The dynamic height is computed by dividing the NAVD 88
 MU0202.geopotential number by the normal gravity value computed on the
 MU0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0202.degrees latitude (g = 980.6199 gals.).
 MU0202
 MU0202.The modeled gravity was interpolated from observed gravity values.
 MU0202
 MU0202;                    North         East    Units  Estimated Accuracy
 MU0202;SPC NV W     - 4,698,710.      904,540.      MT  (+/- 180 meters Scaled)
 MU0202
 MU0202                          SUPERSEDED SURVEY CONTROL
 MU0202
 MU0202  NGVD 29 (??/??/92) 1351.184  (m)         4433.01   (f) ADJ UNCH    1 2
 MU0202
 MU0202.Superseded values are not recommended for survey control.
 MU0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0202.See file dsdata.txt to determine how the superseded data were derived.
 MU0202
 MU0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF714431(NAD 83)
 MU0202_MARKER: DB = BENCH MARK DISK
 MU0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0202_STAMPING: D 75 1934
 MU0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0202+STABILITY: SURFACE MOTION
 MU0202
 MU0202  HISTORY     - Date     Condition        Report By
 MU0202  HISTORY     - 1934     MONUMENTED       CGS
 MU0202  HISTORY     - 1953     GOOD             NGS
 MU0202
 MU0202                          STATION DESCRIPTION
 MU0202
 MU0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MU0202'5.9 MI NE FROM PREBLE SIDING.
 MU0202'1.1 MILES EAST ALONG STATE HIGHWAY 18 FROM THE SOUTHERN PACIFIC
 MU0202'COMPANY RAILROAD CROSSING AT PREBLE SIDING, THENCE 4.8 MILES NORTH
 MU0202'ALONG A GRAVELED ROAD, AT THE T JUNCTION OF A TRACK ROAD LEADING EAST,
 MU0202'0.3 MILE SOUTH OF THE CROSSING OF A POWER LINE, 57 FEET EAST OF THE
 MU0202'CENTER LINE OF THE GRAVELED ROAD, 38 1/2 FEET NORTH OF THE CENTER LINE
 MU0202'OF THE TRACK ROAD, 1.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 MU0202'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MU0202'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0122 ***********************************************************************
 MU0122  DESIGNATION -  D 76
 MU0122  PID         -  MU0122
 MU0122  STATE/COUNTY-  NV/ELKO
 MU0122  USGS QUAD   -  WILLOW CREEK RESERVOIR (1965)
 MU0122
 MU0122                         *CURRENT SURVEY CONTROL
 MU0122  ___________________________________________________________________
 MU0122* NAD 83(1986)-  41 13 47.     (N)    116 34 20.     (W)     SCALED    
 MU0122* NAVD 88     -      1616.596  (meters)    5303.78   (feet)  POSTED    
 MU0122  ___________________________________________________________________
 MU0122  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 MU0122  DYNAMIC HT  -        1615.300 (meters)    5299.53  (feet)  COMP
 MU0122  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 MU0122
 MU0122  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0122
 MU0122.The horizontal coordinates were scaled from a topographic map and have
 MU0122.an estimated accuracy of +/- 6 seconds.
 MU0122
 MU0122.The orthometric height was determined by differential leveling
 MU0122.and adjusted by the National Geodetic Survey in 1992..
 MU0122.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0122.rate of 1.1 thru 2.0 mm/km.
 MU0122
 MU0122.The geoid height was determined by GEOID03.
 MU0122
 MU0122.The dynamic height is computed by dividing the NAVD 88
 MU0122.geopotential number by the normal gravity value computed on the
 MU0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0122.degrees latitude (g = 980.6199 gals.).
 MU0122
 MU0122.The modeled gravity was interpolated from observed gravity values.
 MU0122
 MU0122;                    North         East    Units  Estimated Accuracy
 MU0122;SPC NV E     - 8,719,630.      117,100.      MT  (+/- 180 meters Scaled)
 MU0122
 MU0122                          SUPERSEDED SURVEY CONTROL
 MU0122
 MU0122  NGVD 29 (??/??/92) 1615.499  (m)         5300.18   (f) ADJ UNCH    2 0
 MU0122
 MU0122.Superseded values are not recommended for survey control.
 MU0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0122.See file dsdata.txt to determine how the superseded data were derived.
 MU0122
 MU0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF358643(NAD 83)
 MU0122_MARKER: DB = BENCH MARK DISK
 MU0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0122_STAMPING: D 76 1934
 MU0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0122+STABILITY: SURFACE MOTION
 MU0122
 MU0122  HISTORY     - Date     Condition        Report By
 MU0122  HISTORY     - 1934     MONUMENTED       CGS
 MU0122  HISTORY     - 1964     GOOD             USGS
 MU0122
 MU0122                          STATION DESCRIPTION
 MU0122
 MU0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0122'14.6 MI NE FROM MIDAS.
 MU0122'14.6 MILES NORTHEAST OF MIDAS POST OFFICE 0.2 MILE SOUTHWEST OF WHERE
 MU0122'ROAD CROSSES WILLOW CREEK.  38 FEET SOUTHEAST OF CENTERLINE OF ROAD
 MU0122'FROM MIDAS TO TUSCARORA.
 MU0122
 MU0122                          STATION RECOVERY (1964)
 MU0122
 MU0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MU0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0124 ***********************************************************************
 LR0124  DESIGNATION -  D 77
 LR0124  PID         -  LR0124
 LR0124  STATE/COUNTY-  NV/EUREKA
 LR0124  USGS QUAD   -  PAPOOSE CANYON (1985)
 LR0124
 LR0124                         *CURRENT SURVEY CONTROL
 LR0124  ___________________________________________________________________
 LR0124* NAD 83(1986)-  40 29 16.     (N)    116 07 20.     (W)     SCALED    
 LR0124* NAVD 88     -      1553.848  (meters)    5097.92   (feet)  ADJUSTED  
 LR0124  ___________________________________________________________________
 LR0124  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 LR0124  DYNAMIC HT  -        1552.507 (meters)    5093.52  (feet)  COMP
 LR0124  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 LR0124
 LR0124  VERT ORDER  -  SECOND    CLASS 0
 LR0124
 LR0124.The horizontal coordinates were scaled from a topographic map and have
 LR0124.an estimated accuracy of +/- 6 seconds.
 LR0124
 LR0124.The orthometric height was determined by differential leveling
 LR0124.and adjusted by the National Geodetic Survey in June 1991..
 LR0124.WARNING-Repeat measurements at this control monument indicate possible
 LR0124.vertical movement.
 LR0124
 LR0124.The geoid height was determined by GEOID03.
 LR0124
 LR0124.The dynamic height is computed by dividing the NAVD 88
 LR0124.geopotential number by the normal gravity value computed on the
 LR0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0124.degrees latitude (g = 980.6199 gals.).
 LR0124
 LR0124.The modeled gravity was interpolated from observed gravity values.
 LR0124
 LR0124;                    North         East    Units  Estimated Accuracy
 LR0124;SPC NV E     - 8,636,910.      154,320.      MT  (+/- 180 meters Scaled)
 LR0124
 LR0124                          SUPERSEDED SURVEY CONTROL
 LR0124
 LR0124  NGVD 29 (??/??/92) 1552.764  (m)         5094.36   (f) ADJ UNCH    2 0
 LR0124
 LR0124.Superseded values are not recommended for survey control.
 LR0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0124.See file dsdata.txt to determine how the superseded data were derived.
 LR0124
 LR0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE743822(NAD 83)
 LR0124_MARKER: DB = BENCH MARK DISK
 LR0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0124_STAMPING: D 77 1934
 LR0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0124+STABILITY: SURFACE MOTION
 LR0124
 LR0124  HISTORY     - Date     Condition        Report By
 LR0124  HISTORY     - 1934     MONUMENTED       CGS
 LR0124  HISTORY     - 1963     GOOD             NGS
 LR0124  HISTORY     - 1983     MARK NOT FOUND   USGS
 LR0124
 LR0124                          STATION DESCRIPTION
 LR0124
 LR0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LR0124'10.75 MI S FROM PALISADE.
 LR0124'1.65 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER THE
 LR0124'HUMBOLDT RIVER AT PALISADE, THENCE 9.1 MILES SOUTH ALONG STATE HIGHWAY
 LR0124'20, 0.3 MILE SOUTHEAST OF A RANCH HOUSE, AT THE SOUTHEAST END OF A
 LR0124'LONG CURVE AND AT A FIELD ENTRANCE ROAD LEADING SOUTHWEST, 76.7 FEET
 LR0124'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET NORTHWEST OF THE
 LR0124'CENTER LINE OF THE FIELD ROAD, 29 FEET NORTHWEST OF A FENCE JUNCTION
 LR0124'AND THE NORTHWEST END OF A GATE, 4.6 FEET SOUTHWEST OF A FENCE, 4.7
 LR0124'FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY
 LR0124'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 LR0124
 LR0124                          STATION RECOVERY (1983)
 LR0124
 LR0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0162 ***********************************************************************
 LR0162  DESIGNATION -  D 78
 LR0162  PID         -  LR0162
 LR0162  STATE/COUNTY-  NV/EUREKA
 LR0162  USGS QUAD   -  MINERAL HILL SW (1986)
 LR0162
 LR0162                         *CURRENT SURVEY CONTROL
 LR0162  ___________________________________________________________________
 LR0162* NAD 83(1986)-  40 00 55.     (N)    116 13 12.     (W)     SCALED    
 LR0162* NAVD 88     -      1755.373  (meters)    5759.09   (feet)  ADJUSTED  
 LR0162  ___________________________________________________________________
 LR0162  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 LR0162  DYNAMIC HT  -        1753.706 (meters)    5753.62  (feet)  COMP
 LR0162  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 LR0162
 LR0162  VERT ORDER  -  SECOND    CLASS 0
 LR0162
 LR0162.The horizontal coordinates were scaled from a topographic map and have
 LR0162.an estimated accuracy of +/- 6 seconds.
 LR0162
 LR0162.The orthometric height was determined by differential leveling
 LR0162.and adjusted by the National Geodetic Survey in June 1991..
 LR0162
 LR0162.The geoid height was determined by GEOID03.
 LR0162
 LR0162.The dynamic height is computed by dividing the NAVD 88
 LR0162.geopotential number by the normal gravity value computed on the
 LR0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0162.degrees latitude (g = 980.6199 gals.).
 LR0162
 LR0162.The modeled gravity was interpolated from observed gravity values.
 LR0162
 LR0162;                    North         East    Units  Estimated Accuracy
 LR0162;SPC NV E     - 8,584,500.      145,650.      MT  (+/- 180 meters Scaled)
 LR0162
 LR0162                          SUPERSEDED SURVEY CONTROL
 LR0162
 LR0162  NGVD 29 (??/??/92) 1754.156  (m)         5755.09   (f) ADJ UNCH    2 0
 LR0162
 LR0162.Superseded values are not recommended for survey control.
 LR0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0162.See file dsdata.txt to determine how the superseded data were derived.
 LR0162
 LR0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE665297(NAD 83)
 LR0162_MARKER: DB = BENCH MARK DISK
 LR0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0162_STAMPING: D 78 1934
 LR0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0162+STABILITY: SURFACE MOTION
 LR0162
 LR0162  HISTORY     - Date     Condition        Report By
 LR0162  HISTORY     - 1934     MONUMENTED       CGS
 LR0162
 LR0162                          STATION DESCRIPTION
 LR0162
 LR0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0162'1.9 MI SW FROM ALPHA.
 LR0162'ABOUT 1.9 MILES SOUTHWEST ALONG THE J.D. RANCH ROAD TO EUREKA FROM
 LR0162'ALPHA EUREKA COUNTY, ABOUT 110 FEET SOUTH OF THE CENTER LINE OF THE
 LR0162'ROAD, 23 FEET WEST OF THE CENTER LINE OF THE ROAD FROM TOAKIN FORKS TO
 LR0162'THE J.D. RANCH AND TO ALPHA AND TO EUREKA, AND 15 FEET SOUTHWEST OF A
 LR0162'CEDAR SIGNPOST.  A STANDARD DISK, STAMPED D 78 1934 AND SET IN THE TOP
 LR0162'OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0123 ***********************************************************************
 KQ0123  DESIGNATION -  D 79
 KQ0123  PID         -  KQ0123
 KQ0123  STATE/COUNTY-  NV/LANDER
 KQ0123  USGS QUAD   -  BARTON SPRING (1986)
 KQ0123
 KQ0123                         *CURRENT SURVEY CONTROL
 KQ0123  ___________________________________________________________________
 KQ0123* NAD 83(1986)-  39 32 49.     (N)    116 57 39.     (W)     SCALED    
 KQ0123* NAVD 88     -      2039.826  (meters)    6692.33   (feet)  ADJUSTED  
 KQ0123  ___________________________________________________________________
 KQ0123  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 KQ0123  DYNAMIC HT  -        2037.707 (meters)    6685.38  (feet)  COMP
 KQ0123  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 KQ0123
 KQ0123  VERT ORDER  -  SECOND    CLASS 0
 KQ0123
 KQ0123.The horizontal coordinates were scaled from a topographic map and have
 KQ0123.an estimated accuracy of +/- 6 seconds.
 KQ0123
 KQ0123.The orthometric height was determined by differential leveling
 KQ0123.and adjusted by the National Geodetic Survey in June 1991..
 KQ0123
 KQ0123.The geoid height was determined by GEOID03.
 KQ0123
 KQ0123.The dynamic height is computed by dividing the NAVD 88
 KQ0123.geopotential number by the normal gravity value computed on the
 KQ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0123.degrees latitude (g = 980.6199 gals.).
 KQ0123
 KQ0123.The modeled gravity was interpolated from observed gravity values.
 KQ0123
 KQ0123;                    North         East    Units  Estimated Accuracy
 KQ0123;SPC NV C     - 6,532,360.      474,720.      MT  (+/- 180 meters Scaled)
 KQ0123
 KQ0123                          SUPERSEDED SURVEY CONTROL
 KQ0123
 KQ0123  NGVD 29 (??/??/92) 2038.514  (m)         6688.02   (f) ADJ UNCH    2 0
 KQ0123
 KQ0123.Superseded values are not recommended for survey control.
 KQ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0123.See file dsdata.txt to determine how the superseded data were derived.
 KQ0123
 KQ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND033774(NAD 83)
 KQ0123_MARKER: DB = BENCH MARK DISK
 KQ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0123_STAMPING: D 79 1934
 KQ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0123+STABILITY: SURFACE MOTION
 KQ0123
 KQ0123  HISTORY     - Date     Condition        Report By
 KQ0123  HISTORY     - 1934     MONUMENTED       CGS
 KQ0123  HISTORY     - 1955     GOOD             USGS
 KQ0123
 KQ0123                          STATION DESCRIPTION
 KQ0123
 KQ0123'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0123'11.2 MI NE FROM AUSTIN.
 KQ0123'ABOUT 5 MILES EAST ALONG U.S. HIGHWAY 50 FROM AUSTIN, LANDER COUNTY,
 KQ0123'THENCE ABOUT 6.0 MILES NORTH ALONG STATE HIGHWAY 21.  LANDER COUNTY
 KQ0123'COURTHOUSE, ABOUT 5.4 MILES E ALONG U.S. HIGHWAY 50, THENCE ABOUT 5.8
 KQ0123'MILES N ALONG STATE HIGHWAY 21, 305 FEET NW OF CENTER OF ROAD, AND 30
 KQ0123'FEET NW OF CENTER OF ABANDONED ROAD.  A STANDARD DISK, STAMPED D 79
 KQ0123'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0714 ***********************************************************************
 GS0714  DESIGNATION -  D 8 HN
 GS0714  PID         -  GS0714
 GS0714  STATE/COUNTY-  NV/NYE
 GS0714  USGS QUAD   -  JACKASS FLATS (1983)
 GS0714
 GS0714                         *CURRENT SURVEY CONTROL
 GS0714  ___________________________________________________________________
 GS0714* NAD 83(1986)-  36 48 11.     (N)    116 20 54.     (W)     SCALED    
 GS0714* NAVD 88     -      1025.419  (meters)    3364.23   (feet)  ADJUSTED  
 GS0714  ___________________________________________________________________
 GS0714  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GS0714  DYNAMIC HT  -        1024.341 (meters)    3360.69  (feet)  COMP
 GS0714  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 GS0714
 GS0714  VERT ORDER  -  FIRST     CLASS I
 GS0714
 GS0714.The horizontal coordinates were scaled from a topographic map and have
 GS0714.an estimated accuracy of +/- 6 seconds.
 GS0714
 GS0714.The orthometric height was determined by differential leveling
 GS0714.and adjusted by the National Geodetic Survey in May 2004..
 GS0714
 GS0714.The geoid height was determined by GEOID03.
 GS0714
 GS0714.The dynamic height is computed by dividing the NAVD 88
 GS0714.geopotential number by the normal gravity value computed on the
 GS0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0714.degrees latitude (g = 980.6199 gals.).
 GS0714
 GS0714.The modeled gravity was interpolated from observed gravity values.
 GS0714
 GS0714;                    North         East    Units  Estimated Accuracy
 GS0714;SPC NV C     - 6,227,820.      528,410.      MT  (+/- 180 meters Scaled)
 GS0714
 GS0714                          SUPERSEDED SURVEY CONTROL
 GS0714
 GS0714  NAVD 88 (??/??/92) 1025.417  (m)         3364.22   (f) UNKNOWN     3 0
 GS0714  NGVD 29 (05/01/91) 1024.544  (m)         3361.36   (f) ADJUSTED    1 1
 GS0714
 GS0714.Superseded values are not recommended for survey control.
 GS0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0714.See file dsdata.txt to determine how the superseded data were derived.
 GS0714
 GS0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA581732(NAD 83)
 GS0714_MARKER: DD = SURVEY DISK
 GS0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0714_SP_SET: CONCRETE POST
 GS0714_STAMPING: H-N BM D8 1956 3361.36
 GS0714_MARK LOGO: AEC   
 GS0714_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0714+STABILITY: SURFACE MOTION
 GS0714
 GS0714  HISTORY     - Date     Condition        Report By
 GS0714  HISTORY     - 1956     MONUMENTED       AEC
 GS0714  HISTORY     - 1983     GOOD             USGS
 GS0714  HISTORY     - 1986     GOOD             USGS
 GS0714  HISTORY     - 1988     GOOD             USGS
 GS0714  HISTORY     - 19910516 GOOD             USGS
 GS0714  HISTORY     - 19930217 GOOD             USGS
 GS0714  HISTORY     - 19950224 GOOD             USGS
 GS0714
 GS0714                          STATION DESCRIPTION
 GS0714
 GS0714'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0714'43.9 KM (27.25 MI) NW FROM MERCURY.
 GS0714'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0714'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0714'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0714'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0714'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0714'STREET 0.5 MILES TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0714'PROCEED WEST 3.9 MILES, 165 FEET NORTH OF THE ROAD.
 GS0714'THE MARK IS 2 FT  S FROM  A 4 BY 4 POST
 GS0714
 GS0714                          STATION RECOVERY (1986)
 GS0714
 GS0714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0714'RECOVERED IN GOOD CONDITION.
 GS0714
 GS0714                          STATION RECOVERY (1988)
 GS0714
 GS0714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0714'RECOVERED IN GOOD CONDITION.
 GS0714
 GS0714                          STATION RECOVERY (1991)
 GS0714
 GS0714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0714'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0714'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0714'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0714'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0714'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0714'STREET 0.5 MILE TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0714'PROCEED WEST 3.9 MILES, 165 FEET NORTH OF THE ROAD.
 GS0714
 GS0714                          STATION RECOVERY (1993)
 GS0714
 GS0714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0714'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0714'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0714'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0714'(34.3 KM) TO A GUARD STATION AT THE INTERSECTION OF ROADS C AND B,
 GS0714'TURN LEFT (SOUTHWEST) ON ROAD B 1.55 MILES (2.49 KM) TO 2ND STREET,
 GS0714'TURN RIGHT (NORTHEAST) ON 2ND STREET 0.5 MILE (0.8 KM) TO A DIRT
 GS0714'ROAD, TURN LEFT ON THE DIRT ROAD AND PROCEED WEST 3.9 MILES (6.3 KM)
 GS0714', 165 FEET (50.3 M) NORTH OF THE ROAD.
 GS0714
 GS0714                          STATION RECOVERY (1995)
 GS0714
 GS0714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0714'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0291 ***********************************************************************
 MU0291  DESIGNATION -  D 80
 MU0291  PID         -  MU0291
 MU0291  STATE/COUNTY-  NV/HUMBOLDT
 MU0291  USGS QUAD   -  OROVADA (1991)
 MU0291
 MU0291                         *CURRENT SURVEY CONTROL
 MU0291  ___________________________________________________________________
 MU0291* NAD 83(1986)-  41 30 31.     (N)    117 47 21.     (W)     SCALED    
 MU0291* NAVD 88     -      1320.817  (meters)    4333.38   (feet)  ADJUSTED  
 MU0291  ___________________________________________________________________
 MU0291  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 MU0291  DYNAMIC HT  -        1319.875 (meters)    4330.29  (feet)  COMP
 MU0291  MODELED GRAV-     979,864.9   (mgal)                       NAVD 88
 MU0291
 MU0291  VERT ORDER  -  SECOND    CLASS 0
 MU0291
 MU0291.The horizontal coordinates were scaled from a topographic map and have
 MU0291.an estimated accuracy of +/- 6 seconds.
 MU0291
 MU0291.The orthometric height was determined by differential leveling
 MU0291.and adjusted by the National Geodetic Survey in June 1991..
 MU0291
 MU0291.The geoid height was determined by GEOID03.
 MU0291
 MU0291.The dynamic height is computed by dividing the NAVD 88
 MU0291.geopotential number by the normal gravity value computed on the
 MU0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0291.degrees latitude (g = 980.6199 gals.).
 MU0291
 MU0291.The modeled gravity was interpolated from observed gravity values.
 MU0291
 MU0291;                    North         East    Units  Estimated Accuracy
 MU0291;SPC NV W     - 4,750,430.      866,300.      MT  (+/- 180 meters Scaled)
 MU0291
 MU0291                          SUPERSEDED SURVEY CONTROL
 MU0291
 MU0291  NGVD 29 (??/??/92) 1319.730  (m)         4329.81   (f) ADJ UNCH    2 0
 MU0291
 MU0291.Superseded values are not recommended for survey control.
 MU0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0291.See file dsdata.txt to determine how the superseded data were derived.
 MU0291
 MU0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF341955(NAD 83)
 MU0291_MARKER: DB = BENCH MARK DISK
 MU0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MU0291_SP_SET: CULVERT
 MU0291_STAMPING: D 80 1934
 MU0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0291
 MU0291  HISTORY     - Date     Condition        Report By
 MU0291  HISTORY     - 1934     MONUMENTED       CGS
 MU0291  HISTORY     - 1958     MARK NOT FOUND   NGS
 MU0291
 MU0291                          STATION DESCRIPTION
 MU0291
 MU0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0291'4.2 MI S FROM OROVADA.
 MU0291'4.2 MILES SOUTH OF POST OFFICE AT OROVADA ON STATE HIGHWAY NO. 8. 150
 MU0291'FEET N OF POINT AT WHICH TELEPHONE LINE CROSSES HIGHWAY IN E HEADWALL
 MU0291'TO CULVERT.
 MU0291
 MU0291                          STATION RECOVERY (1958)
 MU0291
 MU0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MU0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0180 ***********************************************************************
 LR0180  DESIGNATION -  D 82
 LR0180  PID         -  LR0180
 LR0180  STATE/COUNTY-  NV/EUREKA
 LR0180  USGS QUAD   -  EAST OF TENABO (1985)
 LR0180
 LR0180                         *CURRENT SURVEY CONTROL
 LR0180  ___________________________________________________________________
 LR0180* NAD 83(1986)-  40 21 51.     (N)    116 35 18.     (W)     SCALED    
 LR0180* NAVD 88     -      1465.059  (meters)    4806.61   (feet)  ADJUSTED  
 LR0180  ___________________________________________________________________
 LR0180  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 LR0180  DYNAMIC HT  -        1463.817 (meters)    4802.54  (feet)  COMP
 LR0180  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 LR0180
 LR0180  VERT ORDER  -  SECOND    CLASS 0
 LR0180
 LR0180.The horizontal coordinates were scaled from a topographic map and have
 LR0180.an estimated accuracy of +/- 6 seconds.
 LR0180
 LR0180.The orthometric height was determined by differential leveling
 LR0180.and adjusted by the National Geodetic Survey in June 1991..
 LR0180
 LR0180.The geoid height was determined by GEOID03.
 LR0180
 LR0180.The dynamic height is computed by dividing the NAVD 88
 LR0180.geopotential number by the normal gravity value computed on the
 LR0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0180.degrees latitude (g = 980.6199 gals.).
 LR0180
 LR0180.The modeled gravity was interpolated from observed gravity values.
 LR0180
 LR0180;                    North         East    Units  Estimated Accuracy
 LR0180;SPC NV E     - 8,623,530.      114,650.      MT  (+/- 180 meters Scaled)
 LR0180
 LR0180                          SUPERSEDED SURVEY CONTROL
 LR0180
 LR0180  NGVD 29 (??/??/92) 1463.944  (m)         4802.96   (f) ADJ UNCH    2 0
 LR0180
 LR0180.Superseded values are not recommended for survey control.
 LR0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0180.See file dsdata.txt to determine how the superseded data were derived.
 LR0180
 LR0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE349682(NAD 83)
 LR0180_MARKER: DB = BENCH MARK DISK
 LR0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0180_STAMPING: D 82 1934
 LR0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0180+STABILITY: SURFACE MOTION
 LR0180
 LR0180  HISTORY     - Date     Condition        Report By
 LR0180  HISTORY     - 1934     MONUMENTED       CGS
 LR0180
 LR0180                          STATION DESCRIPTION
 LR0180
 LR0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0180'17.5 MI SW FROM BEOWAWE.
 LR0180'17.5 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE SOUTHERN PACIFIC
 LR0180'CO. RAILROAD STATION AT BEOWAWE, EUREKA COUNTY, AND 30 FEET EAST OF
 LR0180'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 82 1934 AND
 LR0180'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0369 ***********************************************************************
 LR0369  DESIGNATION -  D 87
 LR0369  PID         -  LR0369
 LR0369  STATE/COUNTY-  NV/HUMBOLDT
 LR0369  USGS QUAD   -  VALMY (1981)
 LR0369
 LR0369                         *CURRENT SURVEY CONTROL
 LR0369  ___________________________________________________________________
 LR0369* NAD 83(1994)-  40 49 31.97767(N)    117 10 11.97572(W)     ADJUSTED  
 LR0369* NAVD 88     -      1358.840  (meters)    4458.13   (feet)  ADJUSTED  
 LR0369  ___________________________________________________________________
 LR0369  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 LR0369  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 LR0369  DYNAMIC HT  -        1357.791 (meters)    4454.69  (feet)  COMP
 LR0369  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 LR0369
 LR0369  HORZ ORDER  -  THIRD
 LR0369  VERT ORDER  -  FIRST     CLASS II
 LR0369
 LR0369.The horizontal coordinates were established by classical geodetic methods
 LR0369.and adjusted by the National Geodetic Survey in June 1998..
 LR0369
 LR0369.The orthometric height was determined by differential leveling
 LR0369.and adjusted by the National Geodetic Survey in June 1991..
 LR0369
 LR0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0369
 LR0369.The geoid height was determined by GEOID03.
 LR0369
 LR0369.The dynamic height is computed by dividing the NAVD 88
 LR0369.geopotential number by the normal gravity value computed on the
 LR0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0369.degrees latitude (g = 980.6199 gals.).
 LR0369
 LR0369.The modeled gravity was interpolated from observed gravity values.
 LR0369
 LR0369;                    North         East     Units Scale Factor Converg.
 LR0369;SPC NV W     - 4,675,235.759   919,214.459   MT  1.00007487   +0 55 26.7
 LR0369;SPC NV W     -15,338,669.32  3,015,789.44   sFT  1.00007487   +0 55 26.7
 LR0369;UTM  11      - 4,519,405.581   485,665.675   MT  0.99960253   -0 06 40.1
 LR0369
 LR0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0369!SPC NV W     -   0.99979007  x   1.00007487  =   0.99986493
 LR0369!UTM  11      -   0.99979007  x   0.99960253  =   0.99939269
 LR0369
 LR0369:                Primary Azimuth Mark                     Grid Az
 LR0369:SPC NV W     -  STONE                                    317 20 02.4
 LR0369:UTM  11      -  STONE                                    318 22 09.2
 LR0369
 LR0369|---------------------------------------------------------------------|
 LR0369| PID    Reference Object                     Distance      Geod. Az  |
 LR0369|                                                           dddmmss.s |
 LR0369| LR0366 STONE                               APPROX. 1.7 KM 3181529.1 |
 LR0369|---------------------------------------------------------------------|
 LR0369
 LR0369                          SUPERSEDED SURVEY CONTROL
 LR0369
 LR0369  NAD 83(1986)-  40 49 31.98183(N)    117 10 11.97422(W) AD(       ) 3
 LR0369  NAD 27      -  40 49 32.32129(N)    117 10 08.57729(W) AD(       ) 3
 LR0369  NGVD 29 (??/??/92) 1357.806  (m)         4454.74   (f) ADJ UNCH    1 2
 LR0369
 LR0369.Superseded values are not recommended for survey control.
 LR0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0369.See file dsdata.txt to determine how the superseded data were derived.
 LR0369
 LR0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF8566619406(NAD 83)
 LR0369_MARKER: DB = BENCH MARK DISK
 LR0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0369_STAMPING: D 87 1958
 LR0369_MARK LOGO: CGS   
 LR0369_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0369+STABILITY: SURFACE MOTION
 LR0369
 LR0369  HISTORY     - Date     Condition        Report By
 LR0369  HISTORY     - 1958     MONUMENTED       CGS
 LR0369  HISTORY     - 1970     GOOD             NGS
 LR0369  HISTORY     - 1970     GOOD             NGS
 LR0369  HISTORY     - 1984     GOOD             NGS
 LR0369
 LR0369                          STATION DESCRIPTION
 LR0369
 LR0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0369'3.25 MI NW FROM VALMY.
 LR0369'3.25 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LR0369'VALMY, 175.0 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY, 4.5 FEET
 LR0369'NORTHEAST OF A METAL WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH
 LR0369'WITH THE GROUND SURFACE.
 LR0369
 LR0369                          STATION RECOVERY (1970)
 LR0369
 LR0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LR0369'THE MARK IS LOCATED ABOUT 3 MILES WEST OF VALMY ON PROPERTY OWNED
 LR0369'BY NEVADA HIGHWAY DEPARTMENT.  IT IS ALONG THE NORTH SIDE OF
 LR0369'INTERSTATE HIGHWAY 80.
 LR0369'
 LR0369'TO REACH THE STATION FROM THE POST OFFICE IN VALMY GO WEST ALONG
 LR0369'THE FRONTAGE ROAD AND INTERSTATE HIGHWAY 80 FOR 3.35 MILES TO THE
 LR0369'MARK ON THE RIGHT.
 LR0369'
 LR0369'THE STATION MARK IS A COAST AND GEODETIC SURVEY BENCH MARK WHICH IS
 LR0369'STAMPED, D 87 1958.  IT IS SET IN THE TOP OF A 10 INCH CONCRETE
 LR0369'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 47 YARDS NORTH OF A LARGE
 LR0369'CULVERT IN THE WEST BOUND LANE OF THE HIGHWAY, 14 FEET SOUTH OF
 LR0369'THE NORTH RIGHT OF WAY FENCE LINE AND 5 FEET WEST OF THE
 LR0369'WITNESS POST.
 LR0369'
 LR0369'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LR0369
 LR0369                          STATION RECOVERY (1970)
 LR0369
 LR0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LR0369'RECOVERED IN GOOD CONDITION.
 LR0369
 LR0369                          STATION RECOVERY (1984)
 LR0369
 LR0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0369'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.2 KM
 LR0369'(3.25 MI) NORTHWEST ALONG INTERSTATE 80 FROM THE HIGHWAY OVERPASS AT
 LR0369'VALMY, 0.45 KM (0.3 MI) NORTHWEST OF MILEPOST 214, 54.5 METERS
 LR0369'(179 FT) NORTHEAST OF THE WEST BOUND HIGHWAY CENTERLINE, 48.1 METERS
 LR0369'(158 FT) NORTHEAST OF THE NORTHWEST END OF THE NORTHEAST HEADWALL FOR
 LR0369'A 36-INCH CORRUGATED METAL PIPE CULVERT, 44.2 METERS (145 FT)
 LR0369'SOUTHWEST OF THE CENTER OF THE OLD HIGHWAY BED AND 4.9 METERS (16 FT)
 LR0369'SOUTHWEST OF THE RIGHT OF WAY FENCE.
 LR0369'THE MARK IS 1.5 METERS  NE FROM A WITNESS POST.
 LR0369'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0080 ***********************************************************************
 LR0080  DESIGNATION -  D 88
 LR0080  PID         -  LR0080
 LR0080  STATE/COUNTY-  NV/EUREKA
 LR0080  USGS QUAD   -  CARLIN WEST (1985)
 LR0080
 LR0080                         *CURRENT SURVEY CONTROL
 LR0080  ___________________________________________________________________
 LR0080* NAD 83(1986)-  40 39 36.     (N)    116 14 56.     (W)     SCALED    
 LR0080* NAVD 88     -      1796.006  (meters)    5892.40   (feet)  ADJUSTED  
 LR0080  ___________________________________________________________________
 LR0080  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 LR0080  DYNAMIC HT  -        1794.455 (meters)    5887.31  (feet)  COMP
 LR0080  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 LR0080
 LR0080  VERT ORDER  -  FIRST     CLASS II
 LR0080
 LR0080.The horizontal coordinates were scaled from a topographic map and have
 LR0080.an estimated accuracy of +/- 6 seconds.
 LR0080
 LR0080.The orthometric height was determined by differential leveling
 LR0080.and adjusted by the National Geodetic Survey in June 1991..
 LR0080
 LR0080.The geoid height was determined by GEOID03.
 LR0080
 LR0080.The dynamic height is computed by dividing the NAVD 88
 LR0080.geopotential number by the normal gravity value computed on the
 LR0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0080.degrees latitude (g = 980.6199 gals.).
 LR0080
 LR0080.The modeled gravity was interpolated from observed gravity values.
 LR0080
 LR0080;                    North         East    Units  Estimated Accuracy
 LR0080;SPC NV E     - 8,656,110.      143,720.      MT  (+/- 180 meters Scaled)
 LR0080
 LR0080                          SUPERSEDED SURVEY CONTROL
 LR0080
 LR0080  NGVD 29 (??/??/92) 1794.861  (m)         5888.64   (f) ADJ UNCH    1 2
 LR0080
 LR0080.Superseded values are not recommended for survey control.
 LR0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0080.See file dsdata.txt to determine how the superseded data were derived.
 LR0080
 LR0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF634012(NAD 83)
 LR0080_MARKER: DB = BENCH MARK DISK
 LR0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0080_STAMPING: D 88 1958
 LR0080_MARK LOGO: CGS   
 LR0080_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0080+STABILITY: SURFACE MOTION
 LR0080
 LR0080  HISTORY     - Date     Condition        Report By
 LR0080  HISTORY     - 1958     MONUMENTED       CGS
 LR0080  HISTORY     - 1984     GOOD             NGS
 LR0080
 LR0080                          STATION DESCRIPTION
 LR0080
 LR0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0080'8.7 MI SW FROM CARLIN.
 LR0080'8.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF 10TH
 LR0080'STREET AT CARLIN, 96.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LR0080'3.6 FEET SOUTH OF FENCE, 2.5 FEET SOUTHWEST OF WITNESS POST.  SET IN A
 LR0080'ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE, AND
 LR0080'ABOUT 3 FEET BELOW THE HIGHWAY.
 LR0080
 LR0080                          STATION RECOVERY (1984)
 LR0080
 LR0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0080'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.4 KM
 LR0080'(7.75 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF STATE
 LR0080'HIGHWAY 278 AT CARLIN, 25.1 METERS (82.5 FT) NORTHWEST OF THE WEST
 LR0080'BOUND HIGHWAY CENTERLINE, 114.8 METERS (376.5 FT) SOUTHWEST OF
 LR0080'MILEPOST 272, 53.3 METERS (175 FT) SOUTH OF THE SOUTHWEST END OF A
 LR0080'WOODEN BRACE IN THE RIGHT OF WAY FENCE AND 36.4 METERS (119.5 FT)
 LR0080'SOUTHEAST OF THE RIGHT OF WAY FENCE.
 LR0080'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 LR0080'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0712 ***********************************************************************
 GS0712  DESIGNATION -  D 9 HN
 GS0712  PID         -  GS0712
 GS0712  STATE/COUNTY-  NV/NYE
 GS0712  USGS QUAD   -  JACKASS FLATS (1983)
 GS0712
 GS0712                         *CURRENT SURVEY CONTROL
 GS0712  ___________________________________________________________________
 GS0712* NAD 83(1986)-  36 48 23.     (N)    116 21 43.     (W)     SCALED    
 GS0712* NAVD 88     -      1020.576  (meters)    3348.34   (feet)  ADJUSTED  
 GS0712  ___________________________________________________________________
 GS0712  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 GS0712  DYNAMIC HT  -        1019.505 (meters)    3344.83  (feet)  COMP
 GS0712  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 GS0712
 GS0712  VERT ORDER  -  FIRST     CLASS I
 GS0712
 GS0712.The horizontal coordinates were scaled from a topographic map and have
 GS0712.an estimated accuracy of +/- 6 seconds.
 GS0712
 GS0712.The orthometric height was determined by differential leveling
 GS0712.and adjusted by the National Geodetic Survey in May 2004..
 GS0712
 GS0712.The geoid height was determined by GEOID03.
 GS0712
 GS0712.The dynamic height is computed by dividing the NAVD 88
 GS0712.geopotential number by the normal gravity value computed on the
 GS0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0712.degrees latitude (g = 980.6199 gals.).
 GS0712
 GS0712.The modeled gravity was interpolated from observed gravity values.
 GS0712
 GS0712;                    North         East    Units  Estimated Accuracy
 GS0712;SPC NV C     - 6,228,190.      527,190.      MT  (+/- 180 meters Scaled)
 GS0712
 GS0712                          SUPERSEDED SURVEY CONTROL
 GS0712
 GS0712  NAVD 88 (??/??/92) 1020.575  (m)         3348.34   (f) UNKNOWN     3 0
 GS0712  NGVD 29 (05/01/91) 1019.704  (m)         3345.48   (f) ADJUSTED    1 1
 GS0712
 GS0712.Superseded values are not recommended for survey control.
 GS0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0712.See file dsdata.txt to determine how the superseded data were derived.
 GS0712
 GS0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA569735(NAD 83)
 GS0712_MARKER: DD = SURVEY DISK
 GS0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0712_SP_SET: CONCRETE POST
 GS0712_STAMPING: H-N BM D9 1956 3345.45
 GS0712_MARK LOGO: AEC   
 GS0712_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0712+STABILITY: SURFACE MOTION
 GS0712
 GS0712  HISTORY     - Date     Condition        Report By
 GS0712  HISTORY     - 1956     MONUMENTED       AEC
 GS0712  HISTORY     - 1983     GOOD             USGS
 GS0712  HISTORY     - 1986     GOOD             USGS
 GS0712  HISTORY     - 1988     GOOD             USGS
 GS0712  HISTORY     - 19910515 GOOD             USGS
 GS0712  HISTORY     - 19930217 GOOD             USGS
 GS0712  HISTORY     - 19950224 GOOD             USGS
 GS0712
 GS0712                          STATION DESCRIPTION
 GS0712
 GS0712'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0712'45.0 KM (27.95 MI) NW FROM MERCURY.
 GS0712'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0712'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0712'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0712'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0712'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0712'STREET 0.5 MILES TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0712'PROCEED WEST 4.6 MILES, 200 FEET NORTH OF THE ROAD.
 GS0712'THE MARK IS 2 FT  S FROM  A 4 BY 4 POST
 GS0712
 GS0712                          STATION RECOVERY (1986)
 GS0712
 GS0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0712'RECOVERED IN GOOD CONDITION.
 GS0712
 GS0712                          STATION RECOVERY (1988)
 GS0712
 GS0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0712'RECOVERED IN GOOD CONDITION.
 GS0712
 GS0712                          STATION RECOVERY (1991)
 GS0712
 GS0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0712'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0712'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0712'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES TO A GUARD
 GS0712'STATION AT THE INTERSECTION OF ROADS C AND B, TURN LEFT (SOUTHWEST)
 GS0712'ON ROAD B 1.55 MILES TO 2ND STREET, TURN RIGHT (NORTHEAST) ON 2ND
 GS0712'STREET 0.5 MILE TO A DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND
 GS0712'PROCEED WEST 4.6 MILES, 200 FEET NORTH OF THE ROAD.
 GS0712
 GS0712                          STATION RECOVERY (1993)
 GS0712
 GS0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0712'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0712'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0712'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 21.3 MILES
 GS0712'(34.3 KM) TO A GUARD STATION AT THE INTERSECTION OF ROADS C AND B,
 GS0712'TURN LEFT (SOUTHWEST) ON ROAD B 1.55 MILES (2.49 KM) TO 2ND STREET,
 GS0712'TURN RIGHT (NORTHEAST) ON 2ND STREET 0.5 MILE (0.8 KM) TO A DIRT
 GS0712'ROAD, TURN LEFT ON THE DIRT ROAD AND PROCEED WEST 4.6 MILES (7.4 KM)
 GS0712', 200 FEET (61.0 M) NORTH OF THE ROAD.
 GS0712
 GS0712                          STATION RECOVERY (1995)
 GS0712
 GS0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0712'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0729 ***********************************************************************
 GS0729  DESIGNATION -  DA HN
 GS0729  PID         -  GS0729
 GS0729  STATE/COUNTY-  NV/NYE
 GS0729  USGS QUAD   -  JACKASS FLATS (1983)
 GS0729
 GS0729                         *CURRENT SURVEY CONTROL
 GS0729  ___________________________________________________________________
 GS0729* NAD 83(1986)-  36 45 49.     (N)    116 15 57.     (W)     SCALED    
 GS0729* NAVD 88     -      1054.390  (meters)    3459.28   (feet)  ADJUSTED  
 GS0729  ___________________________________________________________________
 GS0729  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 GS0729  DYNAMIC HT  -        1053.252 (meters)    3455.54  (feet)  COMP
 GS0729  MODELED GRAV-     979,516.8   (mgal)                       NAVD 88
 GS0729
 GS0729  VERT ORDER  -  FIRST     CLASS I
 GS0729
 GS0729.The horizontal coordinates were scaled from a topographic map and have
 GS0729.an estimated accuracy of +/- 6 seconds.
 GS0729
 GS0729.The orthometric height was determined by differential leveling
 GS0729.and adjusted by the National Geodetic Survey in May 2004..
 GS0729
 GS0729.The geoid height was determined by GEOID03.
 GS0729
 GS0729.The dynamic height is computed by dividing the NAVD 88
 GS0729.geopotential number by the normal gravity value computed on the
 GS0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0729.degrees latitude (g = 980.6199 gals.).
 GS0729
 GS0729.The modeled gravity was interpolated from observed gravity values.
 GS0729
 GS0729;                    North         East    Units  Estimated Accuracy
 GS0729;SPC NV C     - 6,223,470.      535,790.      MT  (+/- 180 meters Scaled)
 GS0729
 GS0729                          SUPERSEDED SURVEY CONTROL
 GS0729
 GS0729  NAVD 88 (??/??/92) 1054.410  (m)         3459.34   (f) UNKNOWN     3 0
 GS0729  NGVD 29 (05/01/91) 1053.517  (m)         3456.41   (f) ADJUSTED    1 1
 GS0729
 GS0729.Superseded values are not recommended for survey control.
 GS0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0729.See file dsdata.txt to determine how the superseded data were derived.
 GS0729
 GS0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA655689(NAD 83)
 GS0729_MARKER: DD = SURVEY DISK
 GS0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0729_SP_SET: CONCRETE POST
 GS0729_STAMPING: H-N BM DA 1956 3456.29
 GS0729_MARK LOGO: AEC   
 GS0729_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0729+STABILITY: SURFACE MOTION
 GS0729
 GS0729  HISTORY     - Date     Condition        Report By
 GS0729  HISTORY     - 1956     MONUMENTED       AEC
 GS0729  HISTORY     - 1983     GOOD             USGS
 GS0729  HISTORY     - 1986     GOOD             USGS
 GS0729  HISTORY     - 1988     GOOD             USGS
 GS0729  HISTORY     - 19910603 GOOD             USGS
 GS0729  HISTORY     - 19930303 GOOD             USGS
 GS0729  HISTORY     - 19950313 GOOD             USGS
 GS0729
 GS0729                          STATION DESCRIPTION
 GS0729
 GS0729'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 GS0729'31.9 KM (19.80 MI) NW FROM MERCURY.
 GS0729'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0729'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0729'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES TO A CURVE IN
 GS0729'THE ROAD AND A TRACK ROAD NORTHWEST, TURN LEFT ONTO THE TRACK ROAD
 GS0729'AND PROCEED NORTHWEST 0.60 MILES, 190 FEET NORTH OF THE ROAD.
 GS0729'THE MARK IS 2 FT  S FROM  A 4 BY 4 POST
 GS0729
 GS0729                          STATION RECOVERY (1986)
 GS0729
 GS0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0729'RECOVERED IN GOOD CONDITION.
 GS0729
 GS0729                          STATION RECOVERY (1988)
 GS0729
 GS0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0729'RECOVERED IN GOOD CONDITION.
 GS0729
 GS0729                          STATION RECOVERY (1991)
 GS0729
 GS0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0729'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0729'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0729'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES TO A CURVE IN
 GS0729'THE ROAD AND A TRACK ROAD NORTHWEST, TURN LEFT ONTO THE TRACK ROAD
 GS0729'AND PROCEED NORTHWEST 0.60 MILE, 190 FEET NORTH OF THE ROAD.
 GS0729
 GS0729                          STATION RECOVERY (1993)
 GS0729
 GS0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0729'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0729'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0729'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 19.2 MILES
 GS0729'(30.9 KM) TO A CURVE IN THE ROAD AND A TRACK ROAD NORTHWEST, TURN
 GS0729'LEFT ONTO THE TRACK ROAD AND PROCEED NORTHWEST 0.60 MILE (0.97 KM),
 GS0729'190 FEET (57.9 M) NORTH OF THE ROAD.
 GS0729
 GS0729                          STATION RECOVERY (1995)
 GS0729
 GS0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0729'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0951 ***********************************************************************
 HQ0951  DESIGNATION -  DAB
 HQ0951  PID         -  HQ0951
 HQ0951  STATE/COUNTY-  NV/ESMERALDA
 HQ0951  USGS QUAD   -  SYLVANIA CANYON (1987)
 HQ0951
 HQ0951                         *CURRENT SURVEY CONTROL
 HQ0951  ___________________________________________________________________
 HQ0951* NAD 83(1994)-  37 26 02.51129(N)    117 45 55.12552(W)     ADJUSTED  
 HQ0951* NAVD 88     -      2087.     (meters)    6847.     (feet)  SCALED    
 HQ0951  ___________________________________________________________________
 HQ0951  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 HQ0951  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 HQ0951
 HQ0951  HORZ ORDER  -  THIRD
 HQ0951
 HQ0951.The horizontal coordinates were established by classical geodetic methods
 HQ0951.and adjusted by the National Geodetic Survey in June 1998..
 HQ0951
 HQ0951.The orthometric height was scaled from a topographic map.
 HQ0951
 HQ0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0951
 HQ0951.The geoid height was determined by GEOID03.
 HQ0951
 HQ0951;                    North         East     Units Scale Factor Converg.
 HQ0951;SPC NV W     - 4,298,106.486   872,390.839   MT  0.99996453   +0 29 50.1
 HQ0951;SPC NV W     -14,101,371.03  2,862,168.94   sFT  0.99996453   +0 29 50.1
 HQ0951;SPC CA 3     -   607,195.157 2,241,980.624   MT  0.99994440   +1 40 27.3
 HQ0951;SPC CA 3     - 1,992,106.11  7,355,564.76   sFT  0.99994440   +1 40 27.3
 HQ0951;SPC CA 4     -   733,810.013 2,109,275.134   MT  1.00004017   +0 44 11.8
 HQ0951;SPC CA 4     - 2,407,508.35  6,920,180.17   sFT  1.00004017   +0 44 11.8
 HQ0951;UTM  11      - 4,143,297.465   432,293.961   MT  0.99965647   -0 27 54.8
 HQ0951
 HQ0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0951!SPC NV W     -   0.99967668  x   0.99996453  =   0.99964123
 HQ0951!SPC CA 3     -   0.99967668  x   0.99994440  =   0.99962110
 HQ0951!SPC CA 4     -   0.99967668  x   1.00004017  =   0.99971684
 HQ0951!UTM  11      -   0.99967668  x   0.99965647  =   0.99933326
 HQ0951
 HQ0951:                Primary Azimuth Mark                     Grid Az
 HQ0951:SPC NV W     -  CAB                                      333 22 51.7
 HQ0951:SPC CA 3     -  CAB                                      332 12 14.5
 HQ0951:SPC CA 4     -  CAB                                      333 08 30.0
 HQ0951:UTM  11      -  CAB                                      334 20 36.6
 HQ0951
 HQ0951|---------------------------------------------------------------------|
 HQ0951| PID    Reference Object                     Distance      Geod. Az  |
 HQ0951|                                                           dddmmss.s |
 HQ0951| HQ0949 CAB                                 APPROX. 4.1 KM 3335241.8 |
 HQ0951|---------------------------------------------------------------------|
 HQ0951
 HQ0951                          SUPERSEDED SURVEY CONTROL
 HQ0951
 HQ0951  NAD 83(1992)-  37 26 02.51019(N)    117 45 55.12534(W) AD(       ) 3
 HQ0951  NAD 83(1986)-  37 26 02.51330(N)    117 45 55.12434(W) AD(       ) 3
 HQ0951  NAD 27      -  37 26 02.75800(N)    117 45 51.81000(W) AD(       ) 3
 HQ0951
 HQ0951.Superseded values are not recommended for survey control.
 HQ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0951.See file dsdata.txt to determine how the superseded data were derived.
 HQ0951
 HQ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB3229443297(NAD 83)
 HQ0951_MARKER: H = DRILL HOLE
 HQ0951_SETTING: 0 = UNSPECIFIED SETTING
 HQ0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0951
 HQ0951  HISTORY     - Date     Condition        Report By
 HQ0951  HISTORY     - 1895     MONUMENTED       CGS
 HQ0951
 HQ0951                          STATION DESCRIPTION
 HQ0951
 HQ0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HQ0951'A DRILL HOLE ON THE TOP OF A RED HILL ON THE W SIDE OF THE
 HQ0951'PALMETTO ROAD.  THE PEAK IS VERY CONSPICUOUS AND READILY SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0169 ***********************************************************************
 LS0169  DESIGNATION -  DAD
 LS0169  PID         -  LS0169
 LS0169  STATE/COUNTY-  NV/PERSHING
 LS0169  USGS QUAD   -  OREANA (1987)
 LS0169
 LS0169                         *CURRENT SURVEY CONTROL
 LS0169  ___________________________________________________________________
 LS0169* NAD 83(1994)-  40 18 46.51875(N)    118 19 47.35791(W)     ADJUSTED  
 LS0169* NAVD 88     -      1284.708  (meters)    4214.91   (feet)  POSTED    
 LS0169  ___________________________________________________________________
 LS0169  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 LS0169  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 LS0169  DYNAMIC HT  -        1283.680 (meters)    4211.54  (feet)  COMP
 LS0169  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 LS0169
 LS0169  HORZ ORDER  -  SECOND
 LS0169  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 LS0169
 LS0169.The horizontal coordinates were established by classical geodetic methods
 LS0169.and adjusted by the National Geodetic Survey in June 1998..
 LS0169
 LS0169.The orthometric height was determined by differential leveling
 LS0169.and adjusted by the National Geodetic Survey in 1992..
 LS0169.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 LS0169.rate of 3.1 thru 4.0 mm/km.
 LS0169
 LS0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0169
 LS0169.The geoid height was determined by GEOID03.
 LS0169
 LS0169.The dynamic height is computed by dividing the NAVD 88
 LS0169.geopotential number by the normal gravity value computed on the
 LS0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0169.degrees latitude (g = 980.6199 gals.).
 LS0169
 LS0169.The modeled gravity was interpolated from observed gravity values.
 LS0169
 LS0169;                    North         East     Units Scale Factor Converg.
 LS0169;SPC NV W     - 4,617,385.906   821,547.056   MT  0.99990571   +0 09 50.4
 LS0169;SPC NV W     -15,148,873.59  2,695,358.97   sFT  0.99990571   +0 09 50.4
 LS0169;UTM  11      - 4,463,337.867   387,005.001   MT  0.99975717   -0 51 37.6
 LS0169
 LS0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0169!SPC NV W     -   0.99980200  x   0.99990571  =   0.99970773
 LS0169!UTM  11      -   0.99980200  x   0.99975717  =   0.99955922
 LS0169
 LS0169|---------------------------------------------------------------------|
 LS0169| PID    Reference Object                     Distance      Geod. Az  |
 LS0169|                                                           dddmmss.s |
 LS0169| LS0170 DAD RM 1                              6.215 METERS 04624     |
 LS0169| LS0164 WOOLSEY                             APPROX. 4.2 KM 2122729.3 |
 LS0169| LS0168 DAD RM 2                              7.965 METERS 28309     |
 LS0169|---------------------------------------------------------------------|
 LS0169
 LS0169                          SUPERSEDED SURVEY CONTROL
 LS0169
 LS0169  NAD 83(1986)-  40 18 46.52577(N)    118 19 47.35389(W) AD(       ) 2
 LS0169  NAD 27      -  40 18 46.85700(N)    118 19 43.83260(W) AD(       ) 2
 LS0169  NGVD 29 (??/??/92) 1283.72   (m)         4211.7    (f) COMPUTED    2 0
 LS0169
 LS0169.Superseded values are not recommended for survey control.
 LS0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0169.See file dsdata.txt to determine how the superseded data were derived.
 LS0169
 LS0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE8700563338(NAD 83)
 LS0169_MARKER: DS = TRIANGULATION STATION DISK
 LS0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0169_SP_SET: CONCRETE POST
 LS0169_STAMPING: DAD 1957
 LS0169_MARK LOGO: CGS   
 LS0169_PROJECTION: PROJECTING 5 CENTIMETERS
 LS0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0169+STABILITY: SURFACE MOTION
 LS0169
 LS0169  HISTORY     - Date     Condition        Report By
 LS0169  HISTORY     - 1957     MONUMENTED       CGS
 LS0169  HISTORY     - 1957     GOOD             CGS
 LS0169  HISTORY     - 1986     GOOD             NGS
 LS0169
 LS0169                          STATION DESCRIPTION
 LS0169
 LS0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0169'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF LOVELOCK,
 LS0169'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 40.  IT IS ON THE SUMMIT
 LS0169'OF A SLIGHT RISE.
 LS0169'
 LS0169'TO REACH FROM THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 40
 LS0169'IN LOVELOCK, GO NORTHEAST ON U.S. HIGHWAY 40 FOR 12.1 MILES
 LS0169'TO THE STATION ON THE RIGHT.
 LS0169'
 LS0169'THE STATION MARK, STAMPED DAD 1957, IS A STANDARD BRONZE DISK
 LS0169'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 3 INCHES.
 LS0169'IT IS 75 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LS0169'52 FEET SOUTHWEST OF A BILLBOARD ADVERTISEING DAD LEES, 15
 LS0169'FEET SOUTHEAST OF A WIRE FENCE, AND 8 FEET SOUTHEAST OF A WHITE
 LS0169'WITNESS POST.
 LS0169'
 LS0169'REFERENCE MARK NO. 1, STAMPED DAD NO 1 1957, IS A STANDARD
 LS0169'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 LS0169'2 INCHES.
 LS0169'
 LS0169'REFERENCE MARK NO. 2 IS A NEVADA HIGHWAY DEPARTMENT MARK.
 LS0169'IT IS A COPPER PIN SET IN THE TOP OF A SQUARE CONCRETE POST
 LS0169'WHICH PROJECTS ABOUT 1 FOOT.
 LS0169
 LS0169                          STATION RECOVERY (1957)
 LS0169
 LS0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LS0169'1.55 MI SW FROM OREANA.
 LS0169'1.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE SHELL SERVICE
 LS0169'STATION AND BAR AT OREANA, 75.0 FEET EAST OF CENTER LINE OF HIGHWAY,
 LS0169'15.8 FEET EAST OF RIGHT-OF-WAY FENCE, 20.4 FEET SOUTHWEST OF R.M. 1,
 LS0169'26.1 FEET EAST OF R.M. 2, 8.0 FEET FROM WITNESS POST, SET IN A ROUND
 LS0169'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LS0169
 LS0169                          STATION RECOVERY (1986)
 LS0169
 LS0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0169'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 0.6 KM (0.4 MI)
 LS0169'NORTHEAST ALONG THE LOVELOCK-UNIONVILLE ROAD FROM THE INTERSTATE
 LS0169'HIGHWAY 80 OVERPASS IN OREANA, THENCE 2.9 KM (1.8 MI) SOUTHWEST ALONG
 LS0169'THE OLD US HIGHWAY 40, ON TOP OF THE NORTHEAST END OF A SLIGHT RISE,
 LS0169'22.9 METERS (75.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.2
 LS0169'METERS (20.5 FT) SOUTHWEST OF DAD RM 1, 4.7 METERS (15.5 FT) SOUTHEAST
 LS0169'OF A FENCE.  NOTE--NOT LEVELED DURING THIS SURVEY.
 LS0169'THE MARK IS 2.4 METERS  SE FROM  A WITNESS POST
 LS0169'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0170 ***********************************************************************
 LS0170  DESIGNATION -  DAD RM 1
 LS0170  PID         -  LS0170
 LS0170  STATE/COUNTY-  NV/PERSHING
 LS0170  USGS QUAD   -  OREANA (1987)
 LS0170
 LS0170                         *CURRENT SURVEY CONTROL
 LS0170  ___________________________________________________________________
 LS0170* NAD 83(1986)-  40 18 46.     (N)    118 19 47.     (W)     SCALED    
 LS0170* NAVD 88     -      1284.711  (meters)    4214.92   (feet)  POSTED    
 LS0170  ___________________________________________________________________
 LS0170  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 LS0170  DYNAMIC HT  -        1283.680 (meters)    4211.54  (feet)  COMP
 LS0170  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 LS0170
 LS0170  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 LS0170
 LS0170.The horizontal coordinates were scaled from a topographic map and have
 LS0170.an estimated accuracy of +/- 6 seconds.
 LS0170
 LS0170.The orthometric height was determined by differential leveling
 LS0170.and adjusted by the National Geodetic Survey in 1992..
 LS0170.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 LS0170.rate of 3.1 thru 4.0 mm/km.
 LS0170
 LS0170.The geoid height was determined by GEOID03.
 LS0170
 LS0170.The dynamic height is computed by dividing the NAVD 88
 LS0170.geopotential number by the normal gravity value computed on the
 LS0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0170.degrees latitude (g = 980.6199 gals.).
 LS0170
 LS0170.The modeled gravity was interpolated from observed gravity values.
 LS0170
 LS0170;                    North         East    Units  Estimated Accuracy
 LS0170;SPC NV W     - 4,617,370.      821,560.      MT  (+/- 180 meters Scaled)
 LS0170
 LS0170                          SUPERSEDED SURVEY CONTROL
 LS0170
 LS0170  NGVD 29 (??/??/92) 1283.73   (m)         4211.7    (f) COMPUTED    2 0
 LS0170
 LS0170.Superseded values are not recommended for survey control.
 LS0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0170.See file dsdata.txt to determine how the superseded data were derived.
 LS0170
 LS0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE870633(NAD 83)
 LS0170_MARKER: DR = REFERENCE MARK DISK
 LS0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0170_SP_SET: CONCRETE POST
 LS0170_STAMPING: DAD NO 1 1957
 LS0170_MARK LOGO: CGS   
 LS0170_PROJECTION: FLUSH
 LS0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0170+STABILITY: SURFACE MOTION
 LS0170
 LS0170  HISTORY     - Date     Condition        Report By
 LS0170  HISTORY     - 1957     MONUMENTED       CGS
 LS0170  HISTORY     - 1986     GOOD             NGS
 LS0170
 LS0170                          STATION DESCRIPTION
 LS0170
 LS0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0170'1.55 MI SW FROM OREANA.
 LS0170'1.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE SHELL SERVICE
 LS0170'STATION AND BAR AT OREANA, 80.0 FEET EAST OF CENTER LINE OF HIGHWAY,
 LS0170'19.3 FEET EAST OF RIGHT-OF-WAY FENCE, 20.4 FEET NORTHEAST OF STATION
 LS0170'MARK, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND
 LS0170'SURFACE.
 LS0170
 LS0170                          STATION RECOVERY (1986)
 LS0170
 LS0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0170'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 0.6 KM (0.4 MI)
 LS0170'NORTHEAST ALONG THE LOVELOCK-UNIONVILLE ROAD FROM THE INTERSTATE
 LS0170'HIGHWAY 80 OVERPASS IN OREANA, THENCE 2.9 KM (1.8 MI) SOUTHWEST ALONG
 LS0170'THE OLD US HIGHWAY 40, ON TOP OF THE NORTHEAST END OF A SLIGHT RISE,
 LS0170'24.4 METERS (80.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.2
 LS0170'METERS (20.5 FT) NORTHEAST OF THE STATION MARK, 5.9 METERS (19.5 FT)
 LS0170'SOUTHEAST OF A FENCE.  NOTE--NOT LEVELED DURING THIS SURVEY.
 LS0170'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0168 ***********************************************************************
 LS0168  DESIGNATION -  DAD RM 2
 LS0168  PID         -  LS0168
 LS0168  STATE/COUNTY-  NV/PERSHING
 LS0168  USGS QUAD   -  OREANA (1987)
 LS0168
 LS0168                         *CURRENT SURVEY CONTROL
 LS0168  ___________________________________________________________________
 LS0168* NAD 83(1986)-  40 18 48.     (N)    118 19 53.     (W)     SCALED    
 LS0168* NAVD 88     -      1284.749  (meters)    4215.05   (feet)  POSTED    
 LS0168  ___________________________________________________________________
 LS0168  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 LS0168  DYNAMIC HT  -        1283.720 (meters)    4211.67  (feet)  COMP
 LS0168  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 LS0168
 LS0168  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 LS0168
 LS0168.The horizontal coordinates were scaled from a topographic map and have
 LS0168.an estimated accuracy of +/- 6 seconds.
 LS0168
 LS0168.The orthometric height was determined by differential leveling
 LS0168.and adjusted by the National Geodetic Survey in 1992..
 LS0168.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 LS0168.rate of 3.1 thru 4.0 mm/km.
 LS0168
 LS0168.The geoid height was determined by GEOID03.
 LS0168
 LS0168.The dynamic height is computed by dividing the NAVD 88
 LS0168.geopotential number by the normal gravity value computed on the
 LS0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0168.degrees latitude (g = 980.6199 gals.).
 LS0168
 LS0168.The modeled gravity was interpolated from observed gravity values.
 LS0168
 LS0168;                    North         East    Units  Estimated Accuracy
 LS0168;SPC NV W     - 4,617,430.      821,410.      MT  (+/- 180 meters Scaled)
 LS0168
 LS0168                          SUPERSEDED SURVEY CONTROL
 LS0168
 LS0168  NGVD 29 (??/??/92) 1283.77   (m)         4211.8    (f) COMPUTED    2 0
 LS0168
 LS0168.Superseded values are not recommended for survey control.
 LS0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0168.See file dsdata.txt to determine how the superseded data were derived.
 LS0168
 LS0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE868633(NAD 83)
 LS0168_MARKER: N = NAIL
 LS0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0168+STABILITY: SURFACE MOTION
 LS0168
 LS0168  HISTORY     - Date     Condition        Report By
 LS0168  HISTORY     - 1957     MONUMENTED       NVDH
 LS0168  HISTORY     - 1957     GOOD             NGS
 LS0168  HISTORY     - 1983     MARK NOT FOUND   USGS
 LS0168  HISTORY     - 1986     MARK NOT FOUND   NGS
 LS0168
 LS0168                          STATION DESCRIPTION
 LS0168
 LS0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LS0168'1.55 MI SW FROM OREANA.
 LS0168'1.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE SHELL SERVICE
 LS0168'STATION AND BAR AT OREANA, 52.0 FEET EAST OF CENTER LINE OF HIGHWAY,
 LS0168'8.6 FEET WEST OF RIGHT-OF-WAY FENCE, 26.1 FEET WEST OF STATION, A
 LS0168'COPPER PIN IN THE CENTER OF A SQUARE PRECAST CONCRETE POST.
 LS0168
 LS0168                          STATION RECOVERY (1983)
 LS0168
 LS0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LS0168'MARK NOT FOUND.
 LS0168
 LS0168                          STATION RECOVERY (1986)
 LS0168
 LS0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0168'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1993 ***********************************************************************
 GR1993  DESIGNATION -  DAIN
 GR1993  PID         -  GR1993
 GR1993  STATE/COUNTY-  NV/CLARK
 GR1993  USGS QUAD   -  HEAVENS WELL (1982)
 GR1993
 GR1993                         *CURRENT SURVEY CONTROL
 GR1993  ___________________________________________________________________
 GR1993* NAD 83(1994)-  36 42 52.40841(N)    115 32 40.78466(W)     ADJUSTED  
 GR1993* NAVD 88     -      1847.9    (meters)    6063.     (feet)  VERTCON   
 GR1993  ___________________________________________________________________
 GR1993  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 GR1993  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 GR1993
 GR1993  HORZ ORDER  -  THIRD
 GR1993
 GR1993.The horizontal coordinates were established by classical geodetic methods
 GR1993.and adjusted by the National Geodetic Survey in June 1998..
 GR1993
 GR1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1993
 GR1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1993
 GR1993.The geoid height was determined by GEOID03.
 GR1993
 GR1993;                    North         East     Units Scale Factor Converg.
 GR1993;SPC NV E     - 8,217,954.615   203,454.643   MT  0.99990015   +0 01 23.2
 GR1993;SPC NV E     -26,961,739.43    667,500.77   sFT  0.99990015   +0 01 23.2
 GR1993;UTM  11      - 4,064,195.089   629,976.669   MT  0.99980813   +0 52 12.6
 GR1993
 GR1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1993!SPC NV E     -   0.99971425  x   0.99990015  =   0.99961443
 GR1993!UTM  11      -   0.99971425  x   0.99980813  =   0.99952244
 GR1993
 GR1993                          SUPERSEDED SURVEY CONTROL
 GR1993
 GR1993  NAD 83(1992)-  36 42 52.40878(N)    115 32 40.78691(W) AD(       ) 3
 GR1993  NGVD 29 (02/14/94) 1847.0    (m)         6060.     (f) VERT ANG       
 GR1993
 GR1993.Superseded values are not recommended for survey control.
 GR1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1993.See file dsdata.txt to determine how the superseded data were derived.
 GR1993
 GR1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA2997764195(NAD 83)
 GR1993_MARKER: DB = BENCH MARK DISK
 GR1993_SETTING: 66 = SET IN ROCK OUTCROP
 GR1993_SP_SET: SET IN ROCK OUTCROP
 GR1993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1993+STABILITY: POSITION/ELEVATION WELL
 GR1993
 GR1993  HISTORY     - Date     Condition        Report By
 GR1993  HISTORY     - 1973     MONUMENTED       USGS
 GR1993
 GR1993                          STATION DESCRIPTION
 GR1993
 GR1993'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR1993'LOCATED ABOUT 20 MI NE. OF MERCURY, 11 MI N. OF INDIAN SPRINGS.
 GR1993'IN NELLIS AIR FORCE RANGE.
 GR1993'
 GR1993'STATION MARK--STANDARD TABLET STAMPED---VABM 1973---, CEMENTED IN
 GR1993'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0108 ***********************************************************************
 GR0108  DESIGNATION -  DAIRY
 GR0108  PID         -  GR0108
 GR0108  STATE/COUNTY-  NV/CLARK
 GR0108  USGS QUAD   -  MESQUITE (1985)
 GR0108
 GR0108                         *CURRENT SURVEY CONTROL
 GR0108  ___________________________________________________________________
 GR0108* NAD 83(1994)-  36 48 02.72269(N)    114 06 45.12838(W)     ADJUSTED  
 GR0108* NAVD 88     -       501.781  (meters)    1646.26   (feet)  POSTED    
 GR0108  ___________________________________________________________________
 GR0108  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 GR0108  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 GR0108  DYNAMIC HT  -         501.280 (meters)    1644.62  (feet)  COMP
 GR0108  MODELED GRAV-     979,628.7   (mgal)                       NAVD 88
 GR0108
 GR0108  HORZ ORDER  -  SECOND
 GR0108  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0108
 GR0108.The horizontal coordinates were established by classical geodetic methods
 GR0108.and adjusted by the National Geodetic Survey in June 1998..
 GR0108
 GR0108.The orthometric height was determined by differential leveling
 GR0108.and adjusted by the National Geodetic Survey in 1992..
 GR0108.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0108.rate of 0.0 thru 1.0 mm/km.
 GR0108
 GR0108.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0108
 GR0108.The geoid height was determined by GEOID03.
 GR0108
 GR0108.The dynamic height is computed by dividing the NAVD 88
 GR0108.geopotential number by the normal gravity value computed on the
 GR0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0108.degrees latitude (g = 980.6199 gals.).
 GR0108
 GR0108.The modeled gravity was interpolated from observed gravity values.
 GR0108
 GR0108;                    North         East     Units Scale Factor Converg.
 GR0108;SPC NV E     - 8,228,527.934   331,249.944   MT  1.00011216   +0 52 52.3
 GR0108;SPC NV E     -26,996,428.73  1,086,775.86   sFT  1.00011216   +0 52 52.3
 GR0108;SPC AZ W     -   643,443.845   181,008.186   MT  0.99994622   -0 13 01.8
 GR0108;SPC AZ W     - 2,111,036.24    593,858.88   iFT  0.99994622   -0 13 01.8
 GR0108;UTM  11      - 4,076,660.429   757,615.070   MT  1.00041768   +1 43 50.3
 GR0108
 GR0108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0108!SPC NV E     -   0.99992542  x   1.00011216  =   1.00003757
 GR0108!SPC AZ W     -   0.99992542  x   0.99994622  =   0.99987164
 GR0108!UTM  11      -   0.99992542  x   1.00041768  =   1.00034307
 GR0108
 GR0108|---------------------------------------------------------------------|
 GR0108| PID    Reference Object                     Distance      Geod. Az  |
 GR0108|                                                           dddmmss.s |
 GR0108| GR0107 DAIRY RM 1                            7.793 METERS 07701     |
 GR0108| GR1815 DAIRY 2                             APPROX. 0.5 KM 2231955.5 |
 GR0108| GR0109 DAIRY RM 2                            4.172 METERS 30512     |
 GR0108|---------------------------------------------------------------------|
 GR0108
 GR0108                          SUPERSEDED SURVEY CONTROL
 GR0108
 GR0108  NAD 83(1994)-  36 48 02.72258(N)    114 06 45.12813(W) AD(       ) 2
 GR0108  NAD 83(1992)-  36 48 02.72236(N)    114 06 45.12834(W) AD(       ) 2
 GR0108  NAD 83(1986)-  36 48 02.71852(N)    114 06 45.12630(W) AD(       ) 2
 GR0108  NAD 27      -  36 48 02.81200(N)    114 06 42.23600(W) AD(       ) 2
 GR0108  NGVD 29 (??/??/92)  501.085  (m)         1643.98   (f) ADJ UNCH    2 0
 GR0108
 GR0108.Superseded values are not recommended for survey control.
 GR0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0108.See file dsdata.txt to determine how the superseded data were derived.
 GR0108
 GR0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA5761576660(NAD 83)
 GR0108_MARKER: DS = TRIANGULATION STATION DISK
 GR0108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0108_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0108_STAMPING: DAIRY 1956
 GR0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0108
 GR0108  HISTORY     - Date     Condition        Report By
 GR0108  HISTORY     - 1956     MONUMENTED       CGS
 GR0108  HISTORY     - 1957     GOOD             NGS
 GR0108  HISTORY     - 1970     GOOD             USAF
 GR0108  HISTORY     - 1972     SEE DESCRIPTION  NGS
 GR0108  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0108  HISTORY     - 19941017 MARK NOT FOUND   USPSQD
 GR0108
 GR0108                          STATION DESCRIPTION
 GR0108
 GR0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NES)
 GR0108'THE STATION IS LOCATED ON A SMALL ROCK AND SANDY KNOLL ON
 GR0108'THE NORTH SIDE OF U.S. HIGHWAY 91, ABOUT 2-1/2 MILES WEST
 GR0108'OF MESQUITE AND ABOUT 1/4 MILE NORTH-NORTHEAST OF THE ENTRANCE
 GR0108'TO HAFENS DAIRY.
 GR0108'
 GR0108'TO REACH FROM THE POST OFFICE IN MESQUITE, GO WESTERLY ON
 GR0108'U.S. HIGHWAY 91 FOR 2.4 MILE TO ETT AND STATION SITE ABOUT
 GR0108'300 YARDS TO THE NORTH.  FROM HERE PACK NORTH TO SUMMIT OF
 GR0108'FIRST SMALL KNOLL AND STATION ABOUT 25 YARDS NORTH OF
 GR0108'ROAD-RIGHT-OF-WAY FENCELINE.
 GR0108'
 GR0108'THE STATION MARK IS A STANDARD DISK SET IN CEMENT IN A 4
 GR0108'INCH SOIL PIPE, 8 FEET EAST OF A WITNESS POST.  IT IS STAMPED
 GR0108'DAIRY 1956 AND PROJECTS ABOUT 1 FOOT.
 GR0108'
 GR0108'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE
 GR0108'IN A LARGE BOULDER WHICH IS EMBEDDED IN CEMENT IN A LARGE
 GR0108'HOLE.  IT IS STAMPED DAIRY NO 1 1956.
 GR0108'
 GR0108'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 GR0108'IN A BOULDER AND IT IS STAMPED DAIRY NO 2 1956 AND PROJECTS
 GR0108'ABOUT 1 INCH ABOVE THE GROUND SURFACE.
 GR0108'
 GR0108'NOTE--NO AZIMUTH MARK TO STATION.
 GR0108
 GR0108                          STATION RECOVERY (1957)
 GR0108
 GR0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GR0108'2.6 MI W FROM MESQUITE.
 GR0108'2.6 MILE WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0108'TO A STEEP CUTBANK ON RIGHT, ABOUT 0.05 MILE EAST OF ENTRANCE TO
 GR0108'HAFENS DAIRY, ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY 91, 100 FEET NORTH
 GR0108'OF THE NORTH RIGHT-OF-WAY FENCELINE AND 5.6 FEET NORTH NORTHWEST OF A
 GR0108'4 X 4 WHITE WITNESS POST, AND SET IN A 4 INCH BLACK SOIL PIPE
 GR0108'PROJECTING 4 INCHES.
 GR0108
 GR0108                          STATION RECOVERY (1970)
 GR0108
 GR0108'RECOVERY NOTE BY US AIR FORCE 1970 (TGO)
 GR0108'RECOVERED AS MAPPED ON THE MESQUITE 15 MIN USGS QUAD IN THE S.E.
 GR0108'1/4 OF SECT. 13, R70E, T13S.  2 REFERENCE MARKS WERE FOUND.
 GR0108'DISTANCES AND DIRECTIONS NOT CHECKED BY THIS TEAM.
 GR0108
 GR0108                          STATION RECOVERY (1972)
 GR0108
 GR0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GR0108'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 GR0108'FOUND IN GOOD CONDITION.  THE STATION IS IN THE WAY OF CONSTRUCTION
 GR0108'ALONG U. S. HIGHWAY 91 AND WAS MOVED AT THIS TIME.
 GR0108'
 GR0108'NOTE.  ANGLES CHECK THE 1956 DATA, MARKS COULD NOT BE MEASURED AT
 GR0108'THIS TIME.
 GR0108'
 GR0108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES WEST
 GR0108'OF MESQUITE.
 GR0108
 GR0108                          STATION RECOVERY (1982)
 GR0108
 GR0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0108'MARK NOT FOUND.
 GR0108
 GR0108                          STATION RECOVERY (1994)
 GR0108
 GR0108'RECOVERY NOTE BY US POWER SQUADRON 1994
 GR0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1815 ***********************************************************************
 GR1815  DESIGNATION -  DAIRY 2
 GR1815  PID         -  GR1815
 GR1815  STATE/COUNTY-  NV/CLARK
 GR1815  USGS QUAD   -  MESQUITE (1985)
 GR1815
 GR1815                         *CURRENT SURVEY CONTROL
 GR1815  ___________________________________________________________________
 GR1815* NAD 83(1994)-  36 47 50.71203(N)    114 06 59.21754(W)     ADJUSTED  
 GR1815* NAVD 88     -       484.9    (meters)    1591.     (feet)  VERTCON   
 GR1815  ___________________________________________________________________
 GR1815  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 GR1815  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 GR1815
 GR1815  HORZ ORDER  -  THIRD
 GR1815
 GR1815.The horizontal coordinates were established by classical geodetic methods
 GR1815.and adjusted by the National Geodetic Survey in June 1998..
 GR1815
 GR1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1815
 GR1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1815
 GR1815.The geoid height was determined by GEOID03.
 GR1815
 GR1815;                    North         East     Units Scale Factor Converg.
 GR1815;SPC NV E     - 8,228,152.330   330,906.358   MT  1.00011105   +0 52 43.6
 GR1815;SPC NV E     -26,995,196.44  1,085,648.61   sFT  1.00011105   +0 52 43.6
 GR1815;SPC AZ W     -   643,074.957   180,657.521   MT  0.99994650   -0 13 10.2
 GR1815;SPC AZ W     - 2,109,825.97    592,708.40   iFT  0.99994650   -0 13 10.2
 GR1815;UTM  11      - 4,076,279.657   757,276.987   MT  1.00041554   +1 43 41.4
 GR1815
 GR1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1815!SPC NV E     -   0.99992807  x   1.00011105  =   1.00003911
 GR1815!SPC AZ W     -   0.99992807  x   0.99994650  =   0.99987457
 GR1815!UTM  11      -   0.99992807  x   1.00041554  =   1.00034358
 GR1815
 GR1815:                Primary Azimuth Mark                     Grid Az
 GR1815:SPC NV E     -  DAIRY                                    042 27 03.5
 GR1815:SPC AZ W     -  DAIRY                                    043 32 57.3
 GR1815:UTM  11      -  DAIRY                                    041 36 05.7
 GR1815
 GR1815|---------------------------------------------------------------------|
 GR1815| PID    Reference Object                     Distance      Geod. Az  |
 GR1815|                                                           dddmmss.s |
 GR1815| GR0108 DAIRY                               APPROX. 0.5 KM 0431947.1 |
 GR1815| CC4611 DAIRY 2 RM 3                          7.530 METERS 14135     |
 GR1815| CC4701 HIGHWAY 91E STA 521+75.00 60.62      25.863 METERS 22522     |
 GR1815| CC5845 HIGHWAY 91W STA 506+75.50 POT                      2330735.3 |
 GR1815|---------------------------------------------------------------------|
 GR1815
 GR1815                          SUPERSEDED SURVEY CONTROL
 GR1815
 GR1815  NAD 83(1994)-  36 47 50.71193(N)    114 06 59.21728(W) AD(       ) 3
 GR1815  NAD 83(1992)-  36 47 50.71169(N)    114 06 59.21748(W) AD(       ) 3
 GR1815  NAD 83(1986)-  36 47 50.70788(N)    114 06 59.21538(W) AD(       ) 3
 GR1815  NAD 27      -  36 47 50.80079(N)    114 06 56.32571(W) AD(       ) 3
 GR1815  NGVD 29 (07/19/86)  484.2    (m)         1589.     (f) VERT ANG       
 GR1815
 GR1815.Superseded values are not recommended for survey control.
 GR1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1815.See file dsdata.txt to determine how the superseded data were derived.
 GR1815
 GR1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA5727776280(NAD 83)
 GR1815_MARKER: DS = TRIANGULATION STATION DISK
 GR1815_SETTING: 0 = UNSPECIFIED SETTING
 GR1815
 GR1815  HISTORY     - Date     Condition        Report By
 GR1815  HISTORY     - 1972     MONUMENTED       NGS
 GR1815  HISTORY     - 1973     GOOD             NGS
 GR1815  HISTORY     - 19951007 MARK NOT FOUND   USPSQD
 GR1815
 GR1815                          STATION DESCRIPTION
 GR1815
 GR1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GR1815'THE STATION IS LOCATED 2-1/2 MILES WEST OF MESQUITE. IT IS ON TOP
 GR1815'OF A VERY LOW NATURAL RISE IN THE MEDIUM OF U.S. HIGHWAY 91.
 GR1815'
 GR1815'THE STATION MARK IS A STANDARD DISK STAMPED, DAIRY 2 1972.  IT IS SET
 GR1815'IN THE TOP OF A LENGTH OF 4-INCH STEEL PIPE WHICH PROJECTS 12
 GR1815'INCHES.  IT IS 53 FEET EAST OF THE SOUTHWEST BOUND LANE, 20 FEET
 GR1815'SOUTHWEST OF A DEEP VALLEY BETWEEN THE LANES AND 2 FEET SOUTH OF A
 GR1815'WITNESS POST AND SIGN.
 GR1815'
 GR1815'RM 3 IS A NEVADA HIGHWAY DEPARTMENT DISK STAMPED, EL. 1582.91 STA. E
 GR1815'-521+75.00.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 GR1815'PROJECTS ABOUT 2 INCHES.  IT IS 60 FEET EAST OF THE CENTER LINE OF
 GR1815'THE SOUTHWEST BOUND LANE AND 1 FOOT WEST OF A WITNESS POST AND
 GR1815'SIGN.  THE MARK IS ABOUT 5 FEET LOWER THAN THE STATION.
 GR1815'
 GR1815'W-506+71.50 P.O.T. 52.30 (NHD) DISK WILL SERVE FOR AN AZIMUTH MARK.
 GR1815'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PRJECTS 1
 GR1815'INCH.  IT IS 0.35 MILE SOUTHWEST OF THE STATION ALONG THE NORTH
 GR1815'EDGE OF A WIDE PAVED AREA, 9 FEET NORTH OF THE PAVEMENT, 1 FOOT
 GR1815'SOUTH OF A WITNESS POST AND SIGN AND AT THE BASE OF A CUTBANK.
 GR1815'
 GR1815'TO REACH THE STATION FROM THE POST OFFICE IN MESQUITE, GO SOUTHWEST
 GR1815'ALONG U.S. HIGHWAY 91 FOR 2.7 MILES TO THE STATION ON THE LEFT.
 GR1815'
 GR1815'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GR1815
 GR1815                          STATION RECOVERY (1973)
 GR1815
 GR1815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 GR1815'THE STATION MARK AND THE 2 NEVADA HIGHWAY MARKS USED FOR AN AZIMUTH
 GR1815'MARK AND A REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 GR1815'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME AND THE GROUND WORK
 GR1815'COMPLETED.  A COMPLETE DESCRIPTION FOLLOWS.
 GR1815'
 GR1815'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTHWEST
 GR1815'OF MESQUITE.
 GR1815'
 GR1815'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GR1815
 GR1815                          STATION RECOVERY (1995)
 GR1815
 GR1815'RECOVERY NOTE BY US POWER SQUADRON 1995
 GR1815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0107 ***********************************************************************
 GR0107  DESIGNATION -  DAIRY RM 1
 GR0107  PID         -  GR0107
 GR0107  STATE/COUNTY-  NV/CLARK
 GR0107  USGS QUAD   -  MESQUITE (1985)
 GR0107
 GR0107                         *CURRENT SURVEY CONTROL
 GR0107  ___________________________________________________________________
 GR0107* NAD 83(1986)-  36 48 02.     (N)    114 06 45.     (W)     SCALED    
 GR0107* NAVD 88     -       501.262  (meters)    1644.56   (feet)  POSTED    
 GR0107  ___________________________________________________________________
 GR0107  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 GR0107  DYNAMIC HT  -         500.770 (meters)    1642.94  (feet)  COMP
 GR0107  MODELED GRAV-     979,628.6   (mgal)                       NAVD 88
 GR0107
 GR0107  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0107
 GR0107.The horizontal coordinates were scaled from a topographic map and have
 GR0107.an estimated accuracy of +/- 6 seconds.
 GR0107
 GR0107.The orthometric height was determined by differential leveling
 GR0107.and adjusted by the National Geodetic Survey in 1992..
 GR0107.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0107.rate of 0.0 thru 1.0 mm/km.
 GR0107
 GR0107.The geoid height was determined by GEOID03.
 GR0107
 GR0107.The dynamic height is computed by dividing the NAVD 88
 GR0107.geopotential number by the normal gravity value computed on the
 GR0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0107.degrees latitude (g = 980.6199 gals.).
 GR0107
 GR0107.The modeled gravity was interpolated from observed gravity values.
 GR0107
 GR0107;                    North         East    Units  Estimated Accuracy
 GR0107;SPC NV E     - 8,228,510.      331,250.      MT  (+/- 180 meters Scaled)
 GR0107
 GR0107                          SUPERSEDED SURVEY CONTROL
 GR0107
 GR0107  NGVD 29 (??/??/92)  500.566  (m)         1642.27   (f) ADJ UNCH    2 0
 GR0107
 GR0107.Superseded values are not recommended for survey control.
 GR0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0107.See file dsdata.txt to determine how the superseded data were derived.
 GR0107
 GR0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA576766(NAD 83)
 GR0107_MARKER: DR = REFERENCE MARK DISK
 GR0107_SETTING: 80 = SET IN A BOULDER
 GR0107_SP_SET: BOULDER
 GR0107_STAMPING: DAIRY NO 1 1956
 GR0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0107+STABILITY: SURFACE MOTION
 GR0107
 GR0107  HISTORY     - Date     Condition        Report By
 GR0107  HISTORY     - 1956     MONUMENTED       CGS
 GR0107  HISTORY     - 1957     GOOD             NGS
 GR0107  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0107
 GR0107                          STATION DESCRIPTION
 GR0107
 GR0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0107'2.6 MI W FROM MESQUITE.
 GR0107'2.6 MILE WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0107'TO A STEEP CUTBANK ON THE NORTH SIDE OF HIGHWAY, ABOUT 0.05 MILE EAST
 GR0107'OF THE ENTRANCE TO HAFENS DAIRY, ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY
 GR0107'91, 98 FEET NORTH OF NORTH RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK
 GR0107'SET IN A DRILL HOLE IN A BOULDER PROJECTING 1 INCH, AND 26.16 FEET
 GR0107'EAST OF THE STATION.
 GR0107
 GR0107                          STATION RECOVERY (1982)
 GR0107
 GR0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0109 ***********************************************************************
 GR0109  DESIGNATION -  DAIRY RM 2
 GR0109  PID         -  GR0109
 GR0109  STATE/COUNTY-  NV/CLARK
 GR0109  USGS QUAD   -  MESQUITE (1985)
 GR0109
 GR0109                         *CURRENT SURVEY CONTROL
 GR0109  ___________________________________________________________________
 GR0109* NAD 83(1986)-  36 48 02.     (N)    114 06 45.     (W)     SCALED    
 GR0109* NAVD 88     -       501.477  (meters)    1645.26   (feet)  POSTED    
 GR0109  ___________________________________________________________________
 GR0109  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 GR0109  DYNAMIC HT  -         500.980 (meters)    1643.63  (feet)  COMP
 GR0109  MODELED GRAV-     979,628.6   (mgal)                       NAVD 88
 GR0109
 GR0109  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0109
 GR0109.The horizontal coordinates were scaled from a topographic map and have
 GR0109.an estimated accuracy of +/- 6 seconds.
 GR0109
 GR0109.The orthometric height was determined by differential leveling
 GR0109.and adjusted by the National Geodetic Survey in 1992..
 GR0109.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0109.rate of 0.0 thru 1.0 mm/km.
 GR0109
 GR0109.The geoid height was determined by GEOID03.
 GR0109
 GR0109.The dynamic height is computed by dividing the NAVD 88
 GR0109.geopotential number by the normal gravity value computed on the
 GR0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0109.degrees latitude (g = 980.6199 gals.).
 GR0109
 GR0109.The modeled gravity was interpolated from observed gravity values.
 GR0109
 GR0109;                    North         East    Units  Estimated Accuracy
 GR0109;SPC NV E     - 8,228,510.      331,250.      MT  (+/- 180 meters Scaled)
 GR0109
 GR0109                          SUPERSEDED SURVEY CONTROL
 GR0109
 GR0109  NGVD 29 (??/??/92)  500.781  (m)         1642.98   (f) ADJ UNCH    2 0
 GR0109
 GR0109.Superseded values are not recommended for survey control.
 GR0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0109.See file dsdata.txt to determine how the superseded data were derived.
 GR0109
 GR0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA576766(NAD 83)
 GR0109_MARKER: DR = REFERENCE MARK DISK
 GR0109_SETTING: 80 = SET IN A BOULDER
 GR0109_SP_SET: BOULDER
 GR0109_STAMPING: DAIRY NO 2 1956
 GR0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0109+STABILITY: SURFACE MOTION
 GR0109
 GR0109  HISTORY     - Date     Condition        Report By
 GR0109  HISTORY     - 1956     MONUMENTED       CGS
 GR0109  HISTORY     - 1957     GOOD             NGS
 GR0109  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0109  HISTORY     - 19941017 MARK NOT FOUND   USPSQD
 GR0109
 GR0109                          STATION DESCRIPTION
 GR0109
 GR0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0109'2.6 MI W FROM MESQUITE.
 GR0109'2.6 MILE WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0109'TO A STEEP CUTBANK ON THE NORTH SIDE OF HIGHWAY, ABOUT 0.05 MILE EAST
 GR0109'OF THE ENTRANCE TO HAFENS DAIRY, ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY
 GR0109'91, 100 FEET NORTH OF NORTH RIGHT-OF-WAY FENCE LINE.  IT IS A STANDARD
 GR0109'DISK SET IN A BOULDER PROJECTING 8 INCHES.  13.70 FEET WEST NORTHWEST
 GR0109'OF THE STATION.
 GR0109
 GR0109                          STATION RECOVERY (1982)
 GR0109
 GR0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0109'MARK NOT FOUND.
 GR0109
 GR0109                          STATION RECOVERY (1994)
 GR0109
 GR0109'RECOVERY NOTE BY US POWER SQUADRON 1994
 GR0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0822 ***********************************************************************
 GR0822  DESIGNATION -  DALE RM 1
 GR0822  PID         -  GR0822
 GR0822  STATE/COUNTY-  NV/CLARK
 GR0822  USGS QUAD   -  MOAPA EAST (1983)
 GR0822
 GR0822                         *CURRENT SURVEY CONTROL
 GR0822  ___________________________________________________________________
 GR0822* NAD 83(1986)-  36 38 58.     (N)    114 35 09.     (W)     SCALED    
 GR0822* NAVD 88     -       519.725  (meters)    1705.13   (feet)  POSTED    
 GR0822  ___________________________________________________________________
 GR0822  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 GR0822  DYNAMIC HT  -         519.230 (meters)    1703.51  (feet)  COMP
 GR0822  MODELED GRAV-     979,672.1   (mgal)                       NAVD 88
 GR0822
 GR0822  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0822
 GR0822.The horizontal coordinates were scaled from a topographic map and have
 GR0822.an estimated accuracy of +/- 6 seconds.
 GR0822
 GR0822.The orthometric height was determined by differential leveling
 GR0822.and adjusted by the National Geodetic Survey in 1992..
 GR0822.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0822.rate of 2.1 thru 3.0 mm/km.
 GR0822
 GR0822.The geoid height was determined by GEOID03.
 GR0822
 GR0822.The dynamic height is computed by dividing the NAVD 88
 GR0822.geopotential number by the normal gravity value computed on the
 GR0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0822.degrees latitude (g = 980.6199 gals.).
 GR0822
 GR0822.The modeled gravity was interpolated from observed gravity values.
 GR0822
 GR0822;                    North         East    Units  Estimated Accuracy
 GR0822;SPC NV E     - 8,211,190.      289,190.      MT  (+/- 180 meters Scaled)
 GR0822
 GR0822                          SUPERSEDED SURVEY CONTROL
 GR0822
 GR0822  NGVD 29 (??/??/92)  519.075  (m)         1703.00   (f) ADJ UNCH    2 0
 GR0822
 GR0822.Superseded values are not recommended for survey control.
 GR0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0822.See file dsdata.txt to determine how the superseded data were derived.
 GR0822
 GR0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA158587(NAD 83)
 GR0822_MARKER: DR = REFERENCE MARK DISK
 GR0822_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GR0822_SP_SET: UNSPEC. ROCK
 GR0822_STAMPING: DALE NO 1 1957
 GR0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0822
 GR0822  HISTORY     - Date     Condition        Report By
 GR0822  HISTORY     - 1957     MONUMENTED       CGS
 GR0822  HISTORY     - 1983     MARK NOT FOUND   NGS
 GR0822
 GR0822                          STATION DESCRIPTION
 GR0822
 GR0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0822'1.5 MI SW FROM GLENDALE.
 GR0822'1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE STANDARD SERVICE
 GR0822'STATION IN GLENDALE, IN T 15 S, R 66 E, NORTHEAST CORNER OF SECTION
 GR0822'10., ON TOP OF A HILL, 170 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 GR0822'70 FEET EAST OF TRIANGULATION STATION DALE 1957, SET IN TOP OF A ROCK
 GR0822'OUT CROP PROJECTING 2.0 FEET.
 GR0822
 GR0822                          STATION RECOVERY (1983)
 GR0822
 GR0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0822'NOT RECOVERED, HIGHWAY CONSTRUCTION IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0824 ***********************************************************************
 GR0824  DESIGNATION -  DALE RM 2
 GR0824  PID         -  GR0824
 GR0824  STATE/COUNTY-  NV/CLARK
 GR0824  USGS QUAD   -  MOAPA EAST (1983)
 GR0824
 GR0824                         *CURRENT SURVEY CONTROL
 GR0824  ___________________________________________________________________
 GR0824* NAD 83(1986)-  36 38 58.     (N)    114 35 09.     (W)     SCALED    
 GR0824* NAVD 88     -       521.032  (meters)    1709.42   (feet)  POSTED    
 GR0824  ___________________________________________________________________
 GR0824  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 GR0824  DYNAMIC HT  -         520.540 (meters)    1707.81  (feet)  COMP
 GR0824  MODELED GRAV-     979,672.1   (mgal)                       NAVD 88
 GR0824
 GR0824  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0824
 GR0824.The horizontal coordinates were scaled from a topographic map and have
 GR0824.an estimated accuracy of +/- 6 seconds.
 GR0824
 GR0824.The orthometric height was determined by differential leveling
 GR0824.and adjusted by the National Geodetic Survey in 1992..
 GR0824.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0824.rate of 2.1 thru 3.0 mm/km.
 GR0824
 GR0824.The geoid height was determined by GEOID03.
 GR0824
 GR0824.The dynamic height is computed by dividing the NAVD 88
 GR0824.geopotential number by the normal gravity value computed on the
 GR0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0824.degrees latitude (g = 980.6199 gals.).
 GR0824
 GR0824.The modeled gravity was interpolated from observed gravity values.
 GR0824
 GR0824;                    North         East    Units  Estimated Accuracy
 GR0824;SPC NV E     - 8,211,190.      289,190.      MT  (+/- 180 meters Scaled)
 GR0824
 GR0824                          SUPERSEDED SURVEY CONTROL
 GR0824
 GR0824  NGVD 29 (??/??/92)  520.382  (m)         1707.29   (f) ADJ UNCH    2 0
 GR0824
 GR0824.Superseded values are not recommended for survey control.
 GR0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0824.See file dsdata.txt to determine how the superseded data were derived.
 GR0824
 GR0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA158587(NAD 83)
 GR0824_MARKER: DR = REFERENCE MARK DISK
 GR0824_SETTING: 66 = SET IN ROCK OUTCROP
 GR0824_SP_SET: ROCK OUTCROP
 GR0824_STAMPING: DALE NO 2 1957
 GR0824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0824+STABILITY: POSITION/ELEVATION WELL
 GR0824
 GR0824  HISTORY     - Date     Condition        Report By
 GR0824  HISTORY     - 1957     MONUMENTED       CGS
 GR0824  HISTORY     - 1983     MARK NOT FOUND   NGS
 GR0824
 GR0824                          STATION DESCRIPTION
 GR0824
 GR0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0824'1.5 MI SW FROM GLENDALE.
 GR0824'1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE STANDARD SERVICE
 GR0824'STATION IN GLENDALE, IN T 15 S, R 66 E, NORTHEAST CORNER SECTION 10,
 GR0824'ON TOP OF A HILL, 102 FEET SOUTHEAST OF CENTER LINE OF THE HIGHWAY, 17
 GR0824'FEET SOUTH OF STATION MARK, SET IN TOP OF A ROCK OUTCROP PROJECTING
 GR0824'0.2 FOOT.
 GR0824
 GR0824                          STATION RECOVERY (1983)
 GR0824
 GR0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0824'NOT RECOVERED, HIGHWAY CONSTRUCTION IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0845 ***********************************************************************
 KR0845  DESIGNATION -  DAM
 KR0845  PID         -  KR0845
 KR0845  STATE/COUNTY-  NV/CHURCHILL
 KR0845  USGS QUAD   -  LAHONTAN DAM (1985)
 KR0845
 KR0845                         *CURRENT SURVEY CONTROL
 KR0845  ___________________________________________________________________
 KR0845* NAD 83(1994)-  39 27 57.27316(N)    119 04 22.47700(W)     ADJUSTED  
 KR0845* NAVD 88     -      1287.26   (+/-2cm)    4223.3    (feet)  VERTCON   
 KR0845  ___________________________________________________________________
 KR0845  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 KR0845  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 KR0845
 KR0845  HORZ ORDER  -  FIRST
 KR0845  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0845
 KR0845.The horizontal coordinates were established by classical geodetic methods
 KR0845.and adjusted by the National Geodetic Survey in June 1998..
 KR0845
 KR0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0845.The vertical order pertains to the NGVD 29 superseded value.
 KR0845
 KR0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0845
 KR0845.The geoid height was determined by GEOID03.
 KR0845
 KR0845;                    North         East     Units Scale Factor Converg.
 KR0845;SPC NV W     - 4,523,432.927   757,873.363   MT  0.99992184   -0 18 40.3
 KR0845;SPC NV W     -14,840,629.53  2,486,456.19   sFT  0.99992184   -0 18 40.3
 KR0845;UTM  11      - 4,370,531.946   321,678.629   MT  0.99999152   -1 19 04.5
 KR0845
 KR0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0845!SPC NV W     -   0.99980190  x   0.99992184  =   0.99972376
 KR0845!UTM  11      -   0.99980190  x   0.99999152  =   0.99979343
 KR0845
 KR0845|---------------------------------------------------------------------|
 KR0845| PID    Reference Object                     Distance      Geod. Az  |
 KR0845|                                                           dddmmss.s |
 KR0845| KR0843 DAM RM 1                              6.207 METERS 02918     |
 KR0845| DB7142 DAM AZ MK                                          2300334.5 |
 KR0845| KR0844 DAM RM 2                              8.918 METERS 31446     |
 KR0845|---------------------------------------------------------------------|
 KR0845
 KR0845                          SUPERSEDED SURVEY CONTROL
 KR0845
 KR0845  NAD 83(1992)-  39 27 57.27910(N)    119 04 22.46396(W) AD(       ) 1
 KR0845  NAD 83(1986)-  39 27 57.28073(N)    119 04 22.46131(W) AD(       ) 1
 KR0845  NAD 27      -  39 27 57.58500(N)    119 04 18.88200(W) AD(       ) 1
 KR0845  NGVD 29 (??/??/92) 1286.306  (m)         4220.16   (f) ADJ UNCH    2 0
 KR0845
 KR0845.Superseded values are not recommended for survey control.
 KR0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0845.See file dsdata.txt to determine how the superseded data were derived.
 KR0845
 KR0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD2167970532(NAD 83)
 KR0845_MARKER: DS = TRIANGULATION STATION DISK
 KR0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0845_STAMPING: DAM 1951
 KR0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0845+STABILITY: SURFACE MOTION
 KR0845
 KR0845  HISTORY     - Date     Condition        Report By
 KR0845  HISTORY     - 1951     MONUMENTED       CGS
 KR0845  HISTORY     - 1951     GOOD             CGS
 KR0845  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KR0845  HISTORY     - 20010926 MARK NOT FOUND   INDIV
 KR0845
 KR0845                          STATION DESCRIPTION
 KR0845
 KR0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR0845'THE STATION IS LOCATED ABOUT 18 MILES AIR LINE WEST OF FALLON
 KR0845'AND 0.75 MILE AIR LINE WEST-NORTHWEST OF THE LAHONTAN DAM.
 KR0845'IT IS 90 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 50
 KR0845'AND 8 FEET NORTH OF A WHITE WITNESS POST.
 KR0845'
 KR0845'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND ALTERNATE 95
 KR0845'ABOUT 27 MILES WEST OF FALLON, GO EAST ON U.S. HIGHWAY 50
 KR0845'FOR 8.6 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED
 KR0845'BELOW.  CONTINUE ON THE HIGHWAY FOR 0.7 MILE TO THE STATION ON
 KR0845'THE LEFT.  A DRIVE STATION.
 KR0845'
 KR0845'THE STATION MARK IS A STANDARD DISK STAMPED DAM 1951, SET IN
 KR0845'THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS 4 INCHES
 KR0845'ABOVE THE GROUND.
 KR0845'
 KR0845'REFERENCE MARK 1, A STANDARD DISK STAMPED DAM NO 1 1951 IS
 KR0845'SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS
 KR0845'6 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION
 KR0845'AS THE STATION.
 KR0845'
 KR0845'REFERENCE MARK 2, A STANDARD DISK STAMPED DAM NO 2 1951 IS
 KR0845'SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS
 KR0845'4 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION
 KR0845'AS THE STATION.
 KR0845'
 KR0845'THE AZIMUTH MARK, A STANDARD DISK STAMPED DAM 1951, IS LOCATED
 KR0845'ABOUT 0.1 MILE WEST OF U.S. HIGHWAY 50, 20 FEET SOUTHEAST OF
 KR0845'RAILROAD MILEPOST 296.76, AND 10 FEET EAST OF THE CENTER LINE
 KR0845'OF THE TRACKS.  IT IS SET IN A DRILL HOLE IN THE NORTH END
 KR0845'OF THE EAST WALL OF A CONCRETE RAILROAD CULVERT.
 KR0845
 KR0845                          STATION RECOVERY (1951)
 KR0845
 KR0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 KR0845'16.9 MI NW FROM FALLON.
 KR0845'9.2 MILES NORTHWEST ALONG U. S. HIGHWAY 95 AND 50 FROM THE POST OFFICE
 KR0845'IN FALLON, THENCE 7.5 MILES WEST ALONG U. S. HIGHWAY 50, 0.2 MILES
 KR0845'WEST OF A DIRT ROAD LEADING SOUTHEAST OF LAHONTAN DAM, 77 FEET
 KR0845'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 KR0845'CONCRETE POST PROJECTING ABOUT 0.4 FEET ABOVE THE GROUND.
 KR0845
 KR0845                          STATION RECOVERY (1958)
 KR0845
 KR0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR0845'THE STATION AND REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED
 KR0845'BY ROAD CONSTRUCTION.
 KR0845'
 KR0845'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND IN GOOD
 KR0845'CONDITION.
 KR0845'
 KR0845'SEE DESCRIPTION FOR NEW STATION DAM 2.
 KR0845
 KR0845                          STATION RECOVERY (2001)
 KR0845
 KR0845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RL)
 KR0845'FOUND CEMENT BALL THAT ANCHORED MARKER
 KR0845'(KR0845)(DESIGNATION-DAM)COMPLETELY OUT OF GROUND AND THE MARKER
 KR0845'ITSELF GONE. THE REFERENCE MARKERS ARE INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1588 ***********************************************************************
 KR1588  DESIGNATION -  DAM
 KR1588  PID         -  KR1588
 KR1588  STATE/COUNTY-  NV/WASHOE
 KR1588  USGS QUAD   -  DERBY DAM (1985)
 KR1588
 KR1588                         *CURRENT SURVEY CONTROL
 KR1588  ___________________________________________________________________
 KR1588* NAD 83(1994)-  39 35 28.86189(N)    119 26 38.45731(W)     ADJUSTED  
 KR1588* NAVD 88     -      1370.5    (meters)    4496.     (feet)  VERTCON   
 KR1588  ___________________________________________________________________
 KR1588  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 KR1588  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 KR1588
 KR1588  HORZ ORDER  -  SECOND
 KR1588
 KR1588.The horizontal coordinates were established by classical geodetic methods
 KR1588.and adjusted by the National Geodetic Survey in June 1998..
 KR1588
 KR1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1588
 KR1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1588
 KR1588.The geoid height was determined by GEOID03.
 KR1588
 KR1588;                    North         East     Units Scale Factor Converg.
 KR1588;SPC NV W     - 4,537,598.211   726,073.616   MT  0.99996726   -0 32 54.8
 KR1588;SPC NV W     -14,887,103.46  2,382,126.52   sFT  0.99996726   -0 32 54.8
 KR1588;UTM  11      - 4,385,256.357   290,129.183   MT  1.00014231   -1 33 29.4
 KR1588
 KR1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1588!SPC NV W     -   0.99978878  x   0.99996726  =   0.99975605
 KR1588!UTM  11      -   0.99978878  x   1.00014231  =   0.99993106
 KR1588
 KR1588|---------------------------------------------------------------------|
 KR1588| PID    Reference Object                     Distance      Geod. Az  |
 KR1588|                                                           dddmmss.s |
 KR1588| DB7144 DAM RM 2                              6.896 METERS 07100     |
 KR1588| KR1594 BOLT                                APPROX. 3.5 KM 2504217.5 |
 KR1588| DB7143 DAM RM 1                             10.645 METERS 35829     |
 KR1588|---------------------------------------------------------------------|
 KR1588
 KR1588                          SUPERSEDED SURVEY CONTROL
 KR1588
 KR1588  NAD 83(1992)-  39 35 28.86886(N)    119 26 38.44922(W) AD(       ) 2
 KR1588  NAD 83(1986)-  39 35 28.86961(N)    119 26 38.43893(W) AD(       ) 2
 KR1588  NAD 27      -  39 35 29.18410(N)    119 26 34.80190(W) AD(       ) 2
 KR1588  NGVD 29 (07/19/86) 1369.5    (m)         4493.     (f) VERT ANG       
 KR1588
 KR1588.Superseded values are not recommended for survey control.
 KR1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1588.See file dsdata.txt to determine how the superseded data were derived.
 KR1588
 KR1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD9012985256(NAD 83)
 KR1588_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1588_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KR1588
 KR1588  HISTORY     - Date     Condition        Report By
 KR1588  HISTORY     - 1958     MONUMENTED       CGS
 KR1588
 KR1588                          STATION DESCRIPTION
 KR1588
 KR1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1588'THE STATION IS 9 MILES WEST OF WADSWORTH, 3 MILES NORTHEAST
 KR1588'OF THE EAGLE-PICHER MILL AT CLARKS STATION, 0.5 MILE NORTH-NORTHEAST
 KR1588'OF THE DERBY DAM, 300 YARDS NORTH OF U.S. HIGHWAY 40 AND ON
 KR1588'THE SOUTH ONE OF TWO LOW HILLS.
 KR1588'
 KR1588'THE STATION MARK AND UNDERGROUND MARKS ARE STANDARD DISKS
 KR1588'WITH THE SURFACE MARK SET IN A CYLINDRICAL POST AND STAMPED
 KR1588'DAM 1958.
 KR1588'
 KR1588'THE REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL HOLES
 KR1588'IN BOULDERS AND STAMPED DAM NO 1 AND NO 2 1958.  NO 1 PROJECTS
 KR1588'5 INCHES AND NO 2 10 INCHES.
 KR1588'
 KR1588'TO REACH FROM CLARKS STATION AT THE EAGLE-PICHER MILL, GO
 KR1588'EAST AND NORTHEAST ON U.S. HIGHWAY 40 FOR 2.7 MILES TO A
 KR1588'SIGN DERBY DAM, TURN LEFT, NORTH, ON DIM TRACK ROAD AND GO
 KR1588'ABOUT 0.1 MILE TO WHERE IT ENTERS INTO A WASH THEN TURN LEFT
 KR1588'AND GO UP THE WASH FOR 0.3 MILE TO BLADED ROAD RIGHT, TURN
 KR1588'RIGHT, NORTHEAST, AND FOLLOW BLADED ROAD UP THE STEEP WASH
 KR1588'TO TOP THEN DOWN HILL TO THE POWER LINE FOR 0.3 MILE.  HERE
 KR1588'TURN LEFT, EAST, ALONG THE POWER LINE ROAD FOR 0.3 MILE TO
 KR1588'THE CREST OF LOW SADDLE, TURN RIGHT UP THE CREST OF THE RIDGE
 KR1588'TO POWER POLES 55444 AND 55445.  GO ABOUT 0.1 MILE UP THE
 KR1588'RIDGE TO THE TOP OF THE SECOND HILL AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1605 ***********************************************************************
 KR1605  DESIGNATION -  DAM 2
 KR1605  PID         -  KR1605
 KR1605  STATE/COUNTY-  NV/CHURCHILL
 KR1605  USGS QUAD   -  LAHONTAN DAM (1985)
 KR1605
 KR1605                         *CURRENT SURVEY CONTROL
 KR1605  ___________________________________________________________________
 KR1605* NAD 83(1994)-  39 27 57.08720(N)    119 04 22.26540(W)     ADJUSTED  
 KR1605* NAVD 88     -      1287.0    (meters)    4222.     (feet)  VERTCON   
 KR1605  ___________________________________________________________________
 KR1605  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 KR1605  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 KR1605
 KR1605  HORZ ORDER  -  THIRD
 KR1605
 KR1605.The horizontal coordinates were established by classical geodetic methods
 KR1605.and adjusted by the National Geodetic Survey in June 1998..
 KR1605.No horizontal observational check was made to the station.
 KR1605
 KR1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1605
 KR1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1605
 KR1605.The geoid height was determined by GEOID03.
 KR1605
 KR1605;                    North         East     Units Scale Factor Converg.
 KR1605;SPC NV W     - 4,523,427.165   757,878.389   MT  0.99992184   -0 18 40.1
 KR1605;SPC NV W     -14,840,610.62  2,486,472.68   sFT  0.99992184   -0 18 40.1
 KR1605;UTM  11      - 4,370,526.097   321,683.554   MT  0.99999150   -1 19 04.4
 KR1605
 KR1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1605!SPC NV W     -   0.99980195  x   0.99992184  =   0.99972381
 KR1605!UTM  11      -   0.99980195  x   0.99999150  =   0.99979345
 KR1605
 KR1605|---------------------------------------------------------------------|
 KR1605| PID    Reference Object                     Distance      Geod. Az  |
 KR1605|                                                           dddmmss.s |
 KR1605| DB7145 DAM 2 RM 3                            9.832 METERS 02900     |
 KR1605| DB7142 DAM AZ MK                                          2302454.5 |
 KR1605| DB7146 DAM 2 RM 4                           11.565 METERS 25843     |
 KR1605|---------------------------------------------------------------------|
 KR1605
 KR1605                          SUPERSEDED SURVEY CONTROL
 KR1605
 KR1605  NAD 83(1992)-  39 27 57.09314(N)    119 04 22.25323(W) AD(       ) 3
 KR1605  NAD 83(1986)-  39 27 57.09448(N)    119 04 22.25056(W) AD(       ) 3
 KR1605  NAD 27      -  39 27 57.39900(N)    119 04 18.67100(W) AD(       ) 3
 KR1605  NGVD 29 (07/19/86) 1286.0    (m)         4219.     (f) VERT ANG       
 KR1605
 KR1605.Superseded values are not recommended for survey control.
 KR1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1605.See file dsdata.txt to determine how the superseded data were derived.
 KR1605
 KR1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD2168470526(NAD 83)
 KR1605_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1605
 KR1605  HISTORY     - Date     Condition        Report By
 KR1605  HISTORY     - 1958     MONUMENTED       CGS
 KR1605
 KR1605                          STATION DESCRIPTION
 KR1605
 KR1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1605'THE STATION IS ALONG THE SOUTHEAST SIDE OF U.S. HIGHWAY 50,
 KR1605'7.7 MILES SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 50
 KR1605'AND 95 (THIS JUNCTION BEING ABOUT 9 MILES WEST OF FALLON).
 KR1605'IT IS ABOUT 3/4 MILE WEST-NORTHWEST OF THE LAHONTAN DAM,
 KR1605'NEAR THE SOUTHWEST END OF A CUT BANK BETWEEN THE ABANDONED
 KR1605'HIGHWAY AND THE PRESENT HIGHWAY.
 KR1605'
 KR1605'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 95 AND 50, GO
 KR1605'SOUTHWEST ON U.S. HIGHWAY 50 FOR 7.5 MILES TO LAHONTAN DAM
 KR1605'ROAD ON THE LEFT.  CONTINUE SOUTHWEST FOR 0.2 MILE TO THE
 KR1605'STATION ON THE LEFT.  CONTINUE SOUTHWEST ON THE HIGHWAY
 KR1605'FOR 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 KR1605'BELOW.
 KR1605'
 KR1605'THE STATION, UNDERGROUND AND REFERENCE MARKS 3 AND 4 ARE
 KR1605'STANDARD DISKS SET IN CONCRETE POSTS.
 KR1605'
 KR1605'THE STATION MARK, STAMPED DAM 2 1958, PROJECTS ABOUT 4 INCHES.
 KR1605'IT IS 80-1/5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY
 KR1605'AND 18-1/2 FEET SOUTHEAST OF A WITNESS POST.
 KR1605'
 KR1605'REFERENCE MARK 3, STAMPED DAM 2 NO 3 1958, PROJECTS ABOUT
 KR1605'3 INCHES.
 KR1605'
 KR1605'REFERENCE MARK 4, STAMPED DAM 2 NO 4 1958, PROJECTS ABOUT 5
 KR1605'INCHES.
 KR1605'
 KR1605'THE AZIMUTH MARK, STAMPED DAM 1951, IS A STANDARD DISK SET
 KR1605'IN A DRILL HOLE IN THE NORTH END OF THE EAST WALL OF A CONCRETE
 KR1605'RAILROAD CULVERT.  IT IS ABOUT 0.1 MILE WEST OF U.S. HIGHWAY
 KR1605'50 AND 10 FEET EAST OF THE CENTER OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0843 ***********************************************************************
 KR0843  DESIGNATION -  DAM RM 1
 KR0843  PID         -  KR0843
 KR0843  STATE/COUNTY-  NV/CHURCHILL
 KR0843  USGS QUAD   -  LAHONTAN DAM (1985)
 KR0843
 KR0843                         *CURRENT SURVEY CONTROL
 KR0843  ___________________________________________________________________
 KR0843* NAD 83(1986)-  39 27 57.     (N)    119 04 20.     (W)     SCALED    
 KR0843* NAVD 88     -      1287.32   (+/-2cm)    4223.5    (feet)  VERTCON   
 KR0843  ___________________________________________________________________
 KR0843  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 KR0843
 KR0843  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0843
 KR0843.The horizontal coordinates were scaled from a topographic map and have
 KR0843.an estimated accuracy of +/- 6 seconds.
 KR0843
 KR0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0843.The vertical order pertains to the NGVD 29 superseded value.
 KR0843
 KR0843.The geoid height was determined by GEOID03.
 KR0843
 KR0843;                    North         East    Units  Estimated Accuracy
 KR0843;SPC NV W     - 4,523,420.      757,930.      MT  (+/- 180 meters Scaled)
 KR0843
 KR0843                          SUPERSEDED SURVEY CONTROL
 KR0843
 KR0843  NGVD 29 (??/??/92) 1286.360  (m)         4220.33   (f) ADJ UNCH    2 0
 KR0843
 KR0843.Superseded values are not recommended for survey control.
 KR0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0843.See file dsdata.txt to determine how the superseded data were derived.
 KR0843
 KR0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD217705(NAD 83)
 KR0843_MARKER: DR = REFERENCE MARK DISK
 KR0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0843_STAMPING: DAM NO. 1 1951
 KR0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0843+STABILITY: SURFACE MOTION
 KR0843
 KR0843  HISTORY     - Date     Condition        Report By
 KR0843  HISTORY     - 1951     MONUMENTED       CGS
 KR0843
 KR0843                          STATION DESCRIPTION
 KR0843
 KR0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0843'16.7 MI NW FROM FALLON.
 KR0843'9.2 MILES NORTHWEST ALONG U. S. HIGHWAY 95 AND 50 FROM THE POST OFFICE
 KR0843'IN FALLON, THENCE 7.5 MILES WEST ALONG U. S. HIGHWAY 50, 0.2 MILES
 KR0843'WEST OF A DIRT ROAD LEADING SOUTHEAST OF LAHONTAN DAM, 105 FEET
 KR0843'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET WEST OF
 KR0843'TRIANGULATION STATION DAM, AND SET IN THE TOP OF A CONCRETE POST
 KR0843'PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0844 ***********************************************************************
 KR0844  DESIGNATION -  DAM RM 2
 KR0844  PID         -  KR0844
 KR0844  STATE/COUNTY-  NV/CHURCHILL
 KR0844  USGS QUAD   -  LAHONTAN DAM (1985)
 KR0844
 KR0844                         *CURRENT SURVEY CONTROL
 KR0844  ___________________________________________________________________
 KR0844* NAD 83(1986)-  39 27 57.     (N)    119 04 20.     (W)     SCALED    
 KR0844* NAVD 88     -      1287.09   (+/-2cm)    4222.7    (feet)  VERTCON   
 KR0844  ___________________________________________________________________
 KR0844  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 KR0844
 KR0844  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0844
 KR0844.The horizontal coordinates were scaled from a topographic map and have
 KR0844.an estimated accuracy of +/- 6 seconds.
 KR0844
 KR0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0844.The vertical order pertains to the NGVD 29 superseded value.
 KR0844
 KR0844.The geoid height was determined by GEOID03.
 KR0844
 KR0844;                    North         East    Units  Estimated Accuracy
 KR0844;SPC NV W     - 4,523,420.      757,930.      MT  (+/- 180 meters Scaled)
 KR0844
 KR0844                          SUPERSEDED SURVEY CONTROL
 KR0844
 KR0844  NGVD 29 (??/??/92) 1286.129  (m)         4219.57   (f) ADJ UNCH    2 0
 KR0844
 KR0844.Superseded values are not recommended for survey control.
 KR0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0844.See file dsdata.txt to determine how the superseded data were derived.
 KR0844
 KR0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD217705(NAD 83)
 KR0844_MARKER: DR = REFERENCE MARK DISK
 KR0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0844_STAMPING: DAM NO. 2 1951
 KR0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0844+STABILITY: SURFACE MOTION
 KR0844
 KR0844  HISTORY     - Date     Condition        Report By
 KR0844  HISTORY     - 1951     MONUMENTED       CGS
 KR0844
 KR0844                          STATION DESCRIPTION
 KR0844
 KR0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0844'16.9 MI NW FROM FALLON.
 KR0844'9.2 MILES NORTHWEST ALONG U. S. HIGHWAY 95 AND 50 FROM THE POST OFFICE
 KR0844'IN FALLON, THENCE 7.5 MILES WEST ALONG U. S. HIGHWAY 50, 0.2 MILES
 KR0844'WEST OF A DIRT ROAD LEADING SOUTHEAST TO LAHONTAN DAM, 19 FEET NORTH
 KR0844'OF TRIANGULATION STATION DAM, AND SET IN THE TOP OF A CONCRETE POST
 KR0844'PROJECTING ABOUT 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0108 ***********************************************************************
 HQ0108  DESIGNATION -  DAME 31
 HQ0108  PID         -  HQ0108
 HQ0108  STATE/COUNTY-  NV/NYE
 HQ0108  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0108
 HQ0108                         *CURRENT SURVEY CONTROL
 HQ0108  ___________________________________________________________________
 HQ0108* NAD 83(1994)-  37 51 07.30983(N)    116 44 47.94899(W)     ADJUSTED  
 HQ0108* NAVD 88     -      1631.289  (meters)    5351.99   (feet)  ADJUSTED  
 HQ0108  ___________________________________________________________________
 HQ0108  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 HQ0108  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0108  DYNAMIC HT  -        1629.471 (meters)    5346.02  (feet)  COMP
 HQ0108  MODELED GRAV-     979,457.8   (mgal)                       NAVD 88
 HQ0108
 HQ0108  HORZ ORDER  -  FIRST
 HQ0108  VERT ORDER  -  FIRST     CLASS II
 HQ0108
 HQ0108.The horizontal coordinates were established by classical geodetic methods
 HQ0108.and adjusted by the National Geodetic Survey in June 1998..
 HQ0108
 HQ0108.The orthometric height was determined by differential leveling
 HQ0108.and adjusted by the National Geodetic Survey in June 1991..
 HQ0108
 HQ0108.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0108
 HQ0108.The geoid height was determined by GEOID03.
 HQ0108
 HQ0108.The dynamic height is computed by dividing the NAVD 88
 HQ0108.geopotential number by the normal gravity value computed on the
 HQ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0108.degrees latitude (g = 980.6199 gals.).
 HQ0108
 HQ0108.The modeled gravity was interpolated from observed gravity values.
 HQ0108
 HQ0108;                    North         East     Units Scale Factor Converg.
 HQ0108;SPC NV C     - 6,344,184.398   492,961.258   MT  0.99990061   -0 02 56.7
 HQ0108;SPC NV C     -20,814,211.65  1,617,323.73   sFT  0.99990061   -0 02 56.7
 HQ0108;UTM  11      - 4,189,427.941   522,287.871   MT  0.99960612   +0 09 19.7
 HQ0108
 HQ0108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0108!SPC NV C     -   0.99974804  x   0.99990061  =   0.99964868
 HQ0108!UTM  11      -   0.99974804  x   0.99960612  =   0.99935426
 HQ0108
 HQ0108:                Primary Azimuth Mark                     Grid Az
 HQ0108:SPC NV C     -  FORK                                     178 07 54.7
 HQ0108:UTM  11      -  FORK                                     177 55 38.3
 HQ0108
 HQ0108|---------------------------------------------------------------------|
 HQ0108| PID    Reference Object                     Distance      Geod. Az  |
 HQ0108|                                                           dddmmss.s |
 HQ0108| HQ0008 FORK                                428.796 METERS 1780458.0 |
 HQ0108| HQ0109 DAME 31 RM 1                         17.622 METERS 22025     |
 HQ0108| HQ0110 DAME 31 RM 2                         21.754 METERS 29128     |
 HQ0108| HQ0146 STATION 1                           APPROX. 1.1 KM 3331936.1 |
 HQ0108|---------------------------------------------------------------------|
 HQ0108
 HQ0108                          SUPERSEDED SURVEY CONTROL
 HQ0108
 HQ0108  NAD 83(1986)-  37 51 07.30656(N)    116 44 47.95713(W) AD(       ) 1
 HQ0108  NAD 27      -  37 51 07.53359(N)    116 44 44.72746(W) AD(       ) 1
 HQ0108  NGVD 29 (07/19/86) 1630.19   (m)         5348.4    (f) LEVELING    3  
 HQ0108
 HQ0108.Superseded values are not recommended for survey control.
 HQ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0108.See file dsdata.txt to determine how the superseded data were derived.
 HQ0108
 HQ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2228889428(NAD 83)
 HQ0108_MARKER: DB = BENCH MARK DISK
 HQ0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0108_SP_SET: CONCRETE CYLINDER
 HQ0108_STAMPING: DAME 31 1968
 HQ0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0108
 HQ0108  HISTORY     - Date     Condition        Report By
 HQ0108  HISTORY     - 1968     MONUMENTED       CGS
 HQ0108  HISTORY     - 1968     GOOD             CGS
 HQ0108
 HQ0108                          STATION DESCRIPTION
 HQ0108
 HQ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0108'THE STATION IS LOCATED ABOUT 30 MILES SOUTH-SOUTHEAST OF
 HQ0108'TONOPAH, ON THE TONOPAH TEST RANGE, 4-1/2 MILES NORTH OF TEST
 HQ0108'RANGE HEADQUARTERS, 2-1/2 MILES SOUTH OF POINT ABLE.
 HQ0108'
 HQ0108'TO REACH THE STATION FROM THE TEST RANGE HEADQUARTERS GO
 HQ0108'NORTH FOR 0.1 MILE TO WHERE THE SURFACED ROAD BEARS RIGHT,
 HQ0108'TURN RIGHT EASTERLY FOR 0.5 MILE TO A SURFACED CROSSROAD,
 HQ0108'TURN LEFT NORTHERLY ON SURFACED ROAD AND GO FOR 4.15 MILES TO
 HQ0108'A SIDE ROAD RIGHT AND SIGN DAME 31 TURN RIGHT AND GO
 HQ0108'EASTERLY FOR 0.25 MILE TO A WHITE BUILDING ON THE RIGHT.
 HQ0108'CONTINUE EASTERLY FOR 0.05 MILE TO A WHITE BUILDING AND STATION
 HQ0108'ON THE WEST SIDE OF BUILDING.
 HQ0108'
 HQ0108'STATION MARK, IS A STANDARD DISK STAMPED DAME 31 1968, SET
 HQ0108'IN THE TOP OF A ROUND CONCRETE CYLINDER, WHICH PROJECTS 3
 HQ0108'INCHES ABOVE THE SURFACE OF THE GROUND, IT IS 72 FEET EAST OF
 HQ0108'A METAL WITNESS POST, 60 FEET SOUTH OF THE APPROXIMATE CENTER
 HQ0108'OF A GRAVELED ROAD, 2.6 FEET WEST OF A SMALL WHITE BUILDING.
 HQ0108'
 HQ0108'REFERENCE MARK 1, IS A STANDARD DISK STAMPED DAME 31 NO 1
 HQ0108'1968, SET IN THE TOP OF A ROUND CONCRETE CYLINDER, WHICH
 HQ0108'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND, IT IS 109
 HQ0108'FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 74.7
 HQ0108'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 HQ0108'
 HQ0108'REFERENCE MARK 2, IS A STANDARD DISK STAMPED DAME 31 NO 2 1968,
 HQ0108'SET IN THE TOP OF A ROUND CONCRETE CYLINDER, WHICH PROJECTS
 HQ0108'4 INCHES ABOVE THE SURFACE OF THE GROUND, IT IS 38 FEET SOUTH
 HQ0108'OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 2 FEET NORTHEAST
 HQ0108'OF A METAL WITNESS POST.
 HQ0108'
 HQ0108'NOTE.  NO AZIMUTH MARK WAS SET.
 HQ0108'
 HQ0108'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 HQ0108
 HQ0108                          STATION RECOVERY (1968)
 HQ0108
 HQ0108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0108'30 MI SSE FROM TONOPAH.
 HQ0108'THE STATION IS LOCATED ABOUT 30 MILES SOUTH-SOUTHEAST OF TONOPAH,
 HQ0108'ON THE TONOPAH TEST RANGE, 4 1/2 MILES NORTH OF TEST RANGE
 HQ0108'HEADQUARTERS, 2 1/2 MILES SOUTH OF POINT ABLE.  TO REACH THE
 HQ0108'STATION FROM THE TEST RANGE HEADQUARTERS GO NORTH FOR 0.1 MILE
 HQ0108'TO WHERE THE SURFACED ROAD BEARS RIGHT, TURN RIGHT EASTERLY
 HQ0108'FOR 0.5 MILE TO A SURFACED CROSSROAD, TURN LEFT NORTHERLY ON
 HQ0108'SURFACED ROAD AND GO FOR 4.15 MILES TO A SIDE ROAD RIGHT AND
 HQ0108'SIGN DAME 31 TURN RIGHT AND GO EASTERLY FOR 0.25 MILE TO A WHITE
 HQ0108'BUILDING ON THE RIGHT, CONTINUE EASTERLY FOR 0.05 MILE TO A
 HQ0108'WHITE BUILDING AND STATION ON THE WEST SIDE OF BUILDING.  SET
 HQ0108'IN THE TOP OF A ROUND CONCRETE CYLINDER, WHICH PROJECTS 3 INCHES
 HQ0108'ABOVE THE SURFACE OF THE GROUND, IT IS 72 FEET EAST OF A METAL
 HQ0108'WITNESS POST, 60 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 HQ0108'GRAVELED ROAD, 2.6 FEET WEST OF A SMALL WHITE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0109 ***********************************************************************
 HQ0109  DESIGNATION -  DAME 31 RM 1
 HQ0109  PID         -  HQ0109
 HQ0109  STATE/COUNTY-  NV/NYE
 HQ0109  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0109
 HQ0109                         *CURRENT SURVEY CONTROL
 HQ0109  ___________________________________________________________________
 HQ0109* NAD 83(1986)-  37 51 01.     (N)    116 44 45.     (W)     SCALED    
 HQ0109* NAVD 88     -      1631.031  (meters)    5351.14   (feet)  ADJUSTED  
 HQ0109  ___________________________________________________________________
 HQ0109  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0109  DYNAMIC HT  -        1629.213 (meters)    5345.18  (feet)  COMP
 HQ0109  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 HQ0109
 HQ0109  VERT ORDER  -  FIRST     CLASS II
 HQ0109
 HQ0109.The horizontal coordinates were scaled from a topographic map and have
 HQ0109.an estimated accuracy of +/- 6 seconds.
 HQ0109
 HQ0109.The orthometric height was determined by differential leveling
 HQ0109.and adjusted by the National Geodetic Survey in June 1991..
 HQ0109
 HQ0109.The geoid height was determined by GEOID03.
 HQ0109
 HQ0109.The dynamic height is computed by dividing the NAVD 88
 HQ0109.geopotential number by the normal gravity value computed on the
 HQ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0109.degrees latitude (g = 980.6199 gals.).
 HQ0109
 HQ0109.The modeled gravity was interpolated from observed gravity values.
 HQ0109
 HQ0109;                    North         East    Units  Estimated Accuracy
 HQ0109;SPC NV C     - 6,343,990.      493,030.      MT  (+/- 180 meters Scaled)
 HQ0109
 HQ0109                          SUPERSEDED SURVEY CONTROL
 HQ0109
 HQ0109.No superseded survey control is available for this station.
 HQ0109
 HQ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB223892(NAD 83)
 HQ0109_MARKER: DR = REFERENCE MARK DISK
 HQ0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0109_SP_SET: CONCRETE CYLINDER
 HQ0109_STAMPING: DAME 31 NO 1
 HQ0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0109
 HQ0109  HISTORY     - Date     Condition        Report By
 HQ0109  HISTORY     - 1968     MONUMENTED       CGS
 HQ0109  HISTORY     - 1968     GOOD             NGS
 HQ0109
 HQ0109                          STATION DESCRIPTION
 HQ0109
 HQ0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0109'30 MI SSE FROM TONOPAH.
 HQ0109'IT IS 109 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED
 HQ0109'ROAD, 74.7 FT. SOUTH-SOUTHEAST OF A METAL WITNESS POST.  SET
 HQ0109'IN THE TOP OF A ROUND CONCRETE CYLINDER, WHICH PROJECTS 3
 HQ0109'INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0110 ***********************************************************************
 HQ0110  DESIGNATION -  DAME 31 RM 2
 HQ0110  PID         -  HQ0110
 HQ0110  STATE/COUNTY-  NV/NYE
 HQ0110  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0110
 HQ0110                         *CURRENT SURVEY CONTROL
 HQ0110  ___________________________________________________________________
 HQ0110* NAD 83(1986)-  37 51 02.     (N)    116 44 45.     (W)     SCALED    
 HQ0110* NAVD 88     -      1631.201  (meters)    5351.70   (feet)  ADJUSTED  
 HQ0110  ___________________________________________________________________
 HQ0110  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0110  DYNAMIC HT  -        1629.383 (meters)    5345.73  (feet)  COMP
 HQ0110  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 HQ0110
 HQ0110  VERT ORDER  -  FIRST     CLASS II
 HQ0110
 HQ0110.The horizontal coordinates were scaled from a topographic map and have
 HQ0110.an estimated accuracy of +/- 6 seconds.
 HQ0110
 HQ0110.The orthometric height was determined by differential leveling
 HQ0110.and adjusted by the National Geodetic Survey in June 1991..
 HQ0110
 HQ0110.The geoid height was determined by GEOID03.
 HQ0110
 HQ0110.The dynamic height is computed by dividing the NAVD 88
 HQ0110.geopotential number by the normal gravity value computed on the
 HQ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0110.degrees latitude (g = 980.6199 gals.).
 HQ0110
 HQ0110.The modeled gravity was interpolated from observed gravity values.
 HQ0110
 HQ0110;                    North         East    Units  Estimated Accuracy
 HQ0110;SPC NV C     - 6,344,020.      493,030.      MT  (+/- 180 meters Scaled)
 HQ0110
 HQ0110                          SUPERSEDED SURVEY CONTROL
 HQ0110
 HQ0110.No superseded survey control is available for this station.
 HQ0110
 HQ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB223892(NAD 83)
 HQ0110_MARKER: DR = REFERENCE MARK DISK
 HQ0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0110_SP_SET: CONCRETE CYLINDER
 HQ0110_STAMPING: DAME 31 NO 2 1968
 HQ0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0110
 HQ0110  HISTORY     - Date     Condition        Report By
 HQ0110  HISTORY     - 1968     MONUMENTED       CGS
 HQ0110
 HQ0110                          STATION DESCRIPTION
 HQ0110
 HQ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0110'30 MI SSE FROM TONOPAH.
 HQ0110'IT IS 38 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 HQ0110'2 FEET NORTHEAST OF A METAL WITNESS POST.  SET IN THE TOP OF
 HQ0110'A ROUND CONCRETE CYLINDER, WHICH PROJECTS 4 INCHES ABOVE THE
 HQ0110'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0527 ***********************************************************************
 KQ0527  DESIGNATION -  DAMELE
 KQ0527  PID         -  KQ0527
 KQ0527  STATE/COUNTY-  NV/LANDER
 KQ0527  USGS QUAD   -  CAPE HORN (1989)
 KQ0527
 KQ0527                         *CURRENT SURVEY CONTROL
 KQ0527  ___________________________________________________________________
 KQ0527* NAD 83(1994)-  39 29 59.12874(N)    116 46 16.79119(W)     ADJUSTED  
 KQ0527* NAVD 88     -      2493.4    (meters)    8180.     (feet)  VERTCON   
 KQ0527  ___________________________________________________________________
 KQ0527  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 KQ0527  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 KQ0527
 KQ0527  HORZ ORDER  -  FIRST
 KQ0527
 KQ0527.The horizontal coordinates were established by classical geodetic methods
 KQ0527.and adjusted by the National Geodetic Survey in June 1998..
 KQ0527
 KQ0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0527
 KQ0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0527
 KQ0527.The geoid height was determined by GEOID03.
 KQ0527
 KQ0527;                    North         East     Units Scale Factor Converg.
 KQ0527;SPC NV C     - 6,527,081.431   490,998.341   MT  0.99990100   -0 03 59.7
 KQ0527;SPC NV C     -21,414,266.33  1,610,883.72   sFT  0.99990100   -0 03 59.7
 KQ0527;SPC NV E     - 8,527,750.033    97,824.719   MT  1.00002850   -0 45 20.6
 KQ0527;SPC NV E     -27,978,126.57    320,946.60   sFT  1.00002850   -0 45 20.6
 KQ0527;UTM  11      - 4,372,262.604   519,660.823   MT  0.99960476   +0 08 43.6
 KQ0527
 KQ0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0527!SPC NV C     -   0.99961233  x   0.99990100  =   0.99951337
 KQ0527!SPC NV E     -   0.99961233  x   1.00002850  =   0.99964082
 KQ0527!UTM  11      -   0.99961233  x   0.99960476  =   0.99921724
 KQ0527
 KQ0527|---------------------------------------------------------------------|
 KQ0527| PID    Reference Object                     Distance      Geod. Az  |
 KQ0527|                                                           dddmmss.s |
 KQ0527| DD4820 DAMELE RM 1                           8.357 METERS 05613     |
 KQ0527| DD5797 T19N R46E SECS 22 23 1/4 COR                       1504440.3 |
 KQ0527| DD4821 DAMELE RM 2                           7.998 METERS 16852     |
 KQ0527|---------------------------------------------------------------------|
 KQ0527
 KQ0527                          SUPERSEDED SURVEY CONTROL
 KQ0527
 KQ0527  NAD 83(1986)-  39 29 59.12887(N)    116 46 16.78282(W) AD(       ) 1
 KQ0527  NAD 27      -  39 29 59.39300(N)    116 46 13.48800(W) AD(       ) 1
 KQ0527  NGVD 29 (07/19/86) 2492.1    (m)         8176.     (f) VERT ANG       
 KQ0527
 KQ0527.Superseded values are not recommended for survey control.
 KQ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0527.See file dsdata.txt to determine how the superseded data were derived.
 KQ0527
 KQ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND1966172263(NAD 83)
 KQ0527_MARKER: DS = TRIANGULATION STATION DISK
 KQ0527_SETTING: 0 = UNSPECIFIED SETTING
 KQ0527
 KQ0527  HISTORY     - Date     Condition        Report By
 KQ0527  HISTORY     - 1954     MONUMENTED       CGS
 KQ0527
 KQ0527                          STATION DESCRIPTION
 KQ0527
 KQ0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0527'THE STATION IS LOCATED ABOUT 44 MILES WEST-SOUTHWEST OF EUREKA,
 KQ0527'16 MILES EAST OF AUSTIN AND 4 MILES NORTHWEST OF U.S. HIGHWAY
 KQ0527'50.  IT IS ON A BARE FLAT-TOPPED HILL IN A TIMBERED AREA, WITH
 KQ0527'TREES ABOUT 100 PACES TO THE SOUTHWEST OF THE STATION SITE.
 KQ0527'THERE ARE SHEER LEDGES ON THE NORTH-NORTHEAST TOP SIDE OF THE
 KQ0527'HILL.
 KQ0527'
 KQ0527'TO REACH FROM THE POST OFFICE IN EUREKA, GO WESTERLY ON U.S.
 KQ0527'HIGHWAY 50 FOR 43.15 MILES TO A LARGE MAIL BOX AND SIGN DRY
 KQ0527'CREEK 9-ACKERMAN 15 FT ON THE RIGHT.  TURN RIGHT, NORTH, AT
 KQ0527'SIGN AND GO 2.9 MILES TO A Y-FORK.  TAKE LEFT FORK, NORTHWEST
 KQ0527'(AS PER SIGN DRY CREEK), AND GO 1.2 MILES TO A HANGAR ON THE
 KQ0527'LEFT, CONTINUE FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT FOR
 KQ0527'0.2 MILE TO A WIRE GATE, PASS THROUGH AND GO WEST AND SOUTHWEST
 KQ0527'FOR 0.2 MILE TO ANOTHER WIRE GATE.  PASS THROUGH AND CONTINUE
 KQ0527'WEST ON MAIN ROAD FOR 0.4 MILE TO A Y-FORK JUST BEFORE
 KQ0527'REACHING A RANCH HOUSE.  TAKE RIGHT FORK, NORTH AND
 KQ0527'WEST-NORTHWEST, FOR 2.8 MILES TO THE END OF TRUCK TRAVEL IN A
 KQ0527'CLEARING NEAR THE NORTHEAST BASE OF THE HILL.  PACK
 KQ0527'WESTERLY ON ONE OF SEVERAL GAME OR STOCK TRAILS TO THE TOP
 KQ0527'OF THE SADDLE.  GO SOUTHWEST TO THE WEST SIDE OF THE SHEER
 KQ0527'LEDGE, THENC SOUTH, FOLLOWING THE TOP OF THE RIDGE TO THE
 KQ0527'STATION.  THIS IS ABOUT A 1-HOUR PACK.
 KQ0527'
 KQ0527'THE STATION MARK, STAMPED DAMELE 1954, IS A STANDARD DISK
 KQ0527'BRAZED TO A 2-1/2 INCH SOIL PIPE PROJECTING ABOUT 1 FOOT
 KQ0527'ABOVE THE GROUND.
 KQ0527'
 KQ0527'REFERENCE MARK 1, STAMPED DAMELE NO 1 1954, IS A STANDARD
 KQ0527'DISK BRAZED TO A 2 1/2-INCH SOIL PIPE PROJECTING ABOUT 1 FOOT
 KQ0527'ABOVE THE GROUND.
 KQ0527'
 KQ0527'REFERENCE MARK 2, STAMPED DAMELE NO 2 1954, IS A STANDARD
 KQ0527'DISK BRAZED TO A 2 1/2-INCH SOIL PIPE PROJECTING ABOUT 16
 KQ0527'INCHES ABOVE THE GROUND.
 KQ0527'
 KQ0527'THE G.L.O. 1/4 CORNER MARKER, STAMPED S 22-1/4 S 23, WAS
 KQ0527'USED FOR THE AZIMUTH MARK.  THE METAL DISK IS RIVETED TO
 KQ0527'THE TOP OF A 1-INCH IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE
 KQ0527'THE GROUND AND IT IS 4 FEET EAST OF A 2-FOOT HIGH CAIRN.
 KQ0527'TO REACH FROM THE STATION, PACK SOUTH-SOUTHEAST ON THE MAIN
 KQ0527'RIDGE FOR ABOUT 0.3 MILE TO THE CAIRN AND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0582 ***********************************************************************
 JQ0582  DESIGNATION -  DANVILLE
 JQ0582  PID         -  JQ0582
 JQ0582  STATE/COUNTY-  NV/NYE
 JQ0582  USGS QUAD   -  DANVILLE (1971)
 JQ0582
 JQ0582                         *CURRENT SURVEY CONTROL
 JQ0582  ___________________________________________________________________
 JQ0582* NAD 83(1994)-  38 48 42.57192(N)    116 35 17.82238(W)     ADJUSTED  
 JQ0582* NAVD 88     -      3320.5    (meters)   10894.     (feet)  VERTCON   
 JQ0582  ___________________________________________________________________
 JQ0582  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 JQ0582  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 JQ0582
 JQ0582  HORZ ORDER  -  SECOND
 JQ0582
 JQ0582.The horizontal coordinates were established by classical geodetic methods
 JQ0582.and adjusted by the National Geodetic Survey in June 1998..
 JQ0582
 JQ0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0582
 JQ0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0582
 JQ0582.The geoid height was determined by GEOID03.
 JQ0582
 JQ0582;                    North         East     Units Scale Factor Converg.
 JQ0582;SPC NV C     - 6,450,713.557   506,807.277   MT  0.99990057   +0 02 56.9
 JQ0582;SPC NV C     -21,163,716.06  1,662,750.21   sFT  0.99990057   +0 02 56.9
 JQ0582;SPC NV E     - 8,451,190.399   112,722.380   MT  0.99999377   -0 37 47.7
 JQ0582;SPC NV E     -27,726,947.17    369,823.34   sFT  0.99999377   -0 37 47.7
 JQ0582;UTM  11      - 4,295,975.494   535,745.516   MT  0.99961573   +0 15 29.0
 JQ0582
 JQ0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0582!SPC NV C     -   0.99948276  x   0.99990057  =   0.99938338
 JQ0582!SPC NV E     -   0.99948276  x   0.99999377  =   0.99947653
 JQ0582!UTM  11      -   0.99948276  x   0.99961573  =   0.99909869
 JQ0582
 JQ0582:                Primary Azimuth Mark                     Grid Az
 JQ0582:SPC NV C     -  BUTLER                                   028 30 41.9
 JQ0582:SPC NV E     -  BUTLER                                   029 11 26.5
 JQ0582:UTM  11      -  BUTLER                                   028 18 09.8
 JQ0582
 JQ0582|---------------------------------------------------------------------|
 JQ0582| PID    Reference Object                     Distance      Geod. Az  |
 JQ0582|                                                           dddmmss.s |
 JQ0582| KQ0510 BUTLER                              APPROX.23.8 KM 0283338.8 |
 JQ0582| DD4823 DANVILLE RM 2                         7.600 METERS 11724     |
 JQ0582| DD4822 DANVILLE RM 1                         4.250 METERS 35632     |
 JQ0582|---------------------------------------------------------------------|
 JQ0582
 JQ0582                          SUPERSEDED SURVEY CONTROL
 JQ0582
 JQ0582  NAD 83(1986)-  38 48 42.57097(N)    116 35 17.82335(W) AD(       ) 2
 JQ0582  NAD 27      -  38 48 42.81452(N)    116 35 14.56164(W) AD(       ) 2
 JQ0582  NGVD 29 (07/19/86) 3318.9    (m)        10889.     (f) VERT ANG       
 JQ0582
 JQ0582.Superseded values are not recommended for survey control.
 JQ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0582.See file dsdata.txt to determine how the superseded data were derived.
 JQ0582
 JQ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC3574695975(NAD 83)
 JQ0582_MARKER: DD = SURVEY DISK
 JQ0582_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0582_SP_SET: PARTIALLY EXPOSED BEDROCK
 JQ0582
 JQ0582  HISTORY     - Date     Condition        Report By
 JQ0582  HISTORY     - 1967     MONUMENTED       USGS
 JQ0582  HISTORY     - 1971     GOOD             USGS
 JQ0582
 JQ0582                          STATION DESCRIPTION
 JQ0582
 JQ0582'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (SHS)
 JQ0582'LOCATED ABOUT 66 MI. NE. OF TONOPAH.  43 MI. NNW. OF WARM
 JQ0582'SPRINGS IN THE MONITOR RANGE.  ON THE NW.-SE. LEG OF A
 JQ0582'GRASS-COVERED N.-S. RIDGE WITH ROLLING TOPS.  ABOUT 0.75
 JQ0582'MI. SSW. AND 800 FT. ABOVE A SMALL POND.  THERE IS AN ABRUPT
 JQ0582'DROP-OFF TO THE N. AND A GRADUAL SLOPE TO THE S.
 JQ0582'
 JQ0582'REACHED BY HELICOPTER.
 JQ0582'
 JQ0582'STATION MARK--A STANDARD TABLET STAMPED DANVILLE 1967 CEMENTED
 JQ0582'IN SOLID BEDROCK ABOUT 0.5 FT. BELOW SURFACE.
 JQ0582'
 JQ0582'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 JQ0582'NO 1 1967 CEMENTED IN BEDROCK.
 JQ0582'
 JQ0582'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 JQ0582'NO 2 1967 CEMENTED IN BEDROCK AT S. EDGE OF CREVICE.
 JQ0582
 JQ0582                          STATION RECOVERY (1971)
 JQ0582
 JQ0582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JQ0582'LOCATED ABOUT 66 MI NE. OF TONOPAH.  43 MI NNW. OF WARM
 JQ0582'SPRINGS IN THE MONITOR RANGE.  ON THE NW.-SE. LEG OF A
 JQ0582'GRASS-COVERED N.-S. RIDGE WITH ROLLING TOPS.  ABOUT 0.75 MI
 JQ0582'SSW. AND 800 FT ABOVE A SMALL POND.  THERE IS AN ABRUPT DROP OFF
 JQ0582'TO THE N. AND A GRADUAL SLOPE TO THE S.
 JQ0582'
 JQ0582'REACHED BY HELICOPTER.
 JQ0582'
 JQ0582'STATION MARK--A STANDARD USGS TABLET STAMPED DANVILLE 1967
 JQ0582'CEMENTED IN SOLID BEDROCK ABOUT 0.5 FT BELOW GROUND.
 JQ0582'
 JQ0582'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 JQ0582'STAMPED NO 1 1967 CEMENTED IN BEDROCK.
 JQ0582'
 JQ0582'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 JQ0582'STAMPED NO 2 1967 CEMENTED IN BEDROCK AT SOUTH EDGE OF CREVICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0571 ***********************************************************************
 JQ0571  DESIGNATION -  DARK
 JQ0571  PID         -  JQ0571
 JQ0571  STATE/COUNTY-  NV/NYE
 JQ0571  USGS QUAD   -  REVEILLE (1968)
 JQ0571
 JQ0571                         *CURRENT SURVEY CONTROL
 JQ0571  ___________________________________________________________________
 JQ0571* NAD 83(1994)-  38 06 51.27861(N)    116 10 32.11122(W)     ADJUSTED  
 JQ0571* NAVD 88     -      2261.5    (meters)    7420.     (feet)  VERTCON   
 JQ0571  ___________________________________________________________________
 JQ0571  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 JQ0571  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 JQ0571
 JQ0571  HORZ ORDER  -  SECOND
 JQ0571
 JQ0571.The horizontal coordinates were established by classical geodetic methods
 JQ0571.and adjusted by the National Geodetic Survey in June 1998..
 JQ0571
 JQ0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0571
 JQ0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0571
 JQ0571.The geoid height was determined by GEOID03.
 JQ0571
 JQ0571;                    North         East     Units Scale Factor Converg.
 JQ0571;SPC NV C     - 6,373,397.074   543,061.605   MT  0.99992283   +0 18 11.2
 JQ0571;SPC NV C     -20,910,053.57  1,781,694.62   sFT  0.99992283   +0 18 11.2
 JQ0571;SPC NV E     - 8,373,448.844   148,066.725   MT  0.99993321   -0 21 56.0
 JQ0571;SPC NV E     -27,471,890.08    485,782.25   sFT  0.99993321   -0 21 56.0
 JQ0571;UTM  11      - 4,218,811.691   572,269.475   MT  0.99966432   +0 30 32.0
 JQ0571
 JQ0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0571!SPC NV C     -   0.99964910  x   0.99992283  =   0.99957195
 JQ0571!SPC NV E     -   0.99964910  x   0.99993321  =   0.99958233
 JQ0571!UTM  11      -   0.99964910  x   0.99966432  =   0.99931353
 JQ0571
 JQ0571|---------------------------------------------------------------------|
 JQ0571| PID    Reference Object                     Distance      Geod. Az  |
 JQ0571|                                                           dddmmss.s |
 JQ0571| DD4824 DARK RM 1                             7.660 METERS 02319     |
 JQ0571| DD4825 DARK RM 2                            12.085 METERS 19455     |
 JQ0571| JQ0572 5 JCO ET                            APPROX.19.6 KM 3153947.8 |
 JQ0571|---------------------------------------------------------------------|
 JQ0571
 JQ0571                          SUPERSEDED SURVEY CONTROL
 JQ0571
 JQ0571  NAD 83(1986)-  38 06 51.27400(N)    116 10 32.11658(W) AD(       ) 2
 JQ0571  NAD 27      -  38 06 51.51262(N)    116 10 28.94082(W) AD(       ) 2
 JQ0571  NGVD 29 (07/19/86) 2260.4    (m)         7416.     (f) VERT ANG       
 JQ0571
 JQ0571.Superseded values are not recommended for survey control.
 JQ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0571.See file dsdata.txt to determine how the superseded data were derived.
 JQ0571
 JQ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC7226918812(NAD 83)
 JQ0571_MARKER: DD = SURVEY DISK
 JQ0571_SETTING: 80 = SET IN A BOULDER
 JQ0571_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JQ0571
 JQ0571  HISTORY     - Date     Condition        Report By
 JQ0571  HISTORY     - 1967     MONUMENTED       USGS
 JQ0571
 JQ0571                          STATION DESCRIPTION
 JQ0571
 JQ0571'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JAB)
 JQ0571'LOCATED ABOUT 12 MI. SW. OF WARM SPRINGS.  ABOUT 6 MI. S. OF
 JQ0571'TWIN SPRINGS RANCH.  ON A HIGH TOP IN THE REVEILLE RANGE.
 JQ0571'
 JQ0571'REACHED BY HELICOPTER.
 JQ0571'
 JQ0571'STATION MARK--A STANDARD TABLET STAMPED DARK 1967 SET IN A
 JQ0571'LARGE ROCK ON TOP.
 JQ0571'
 JQ0571'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 JQ0571'NO 1 1967 SET IN A ROCK ABOUT LEVEL WITH THE STATION.
 JQ0571'
 JQ0571'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 JQ0571'NO 2 1967 SET IN A ROCK ABOUT 10 FT. LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1784 ***********************************************************************
 KR1784  DESIGNATION -  DARK RESET
 KR1784  PID         -  KR1784
 KR1784  STATE/COUNTY-  NV/WASHOE
 KR1784  USGS QUAD   -  VERDI (1982)
 KR1784
 KR1784                         *CURRENT SURVEY CONTROL
 KR1784  ___________________________________________________________________
 KR1784* NAD 83(1994)-  39 31 33.34648(N)    119 54 48.60890(W)     ADJUSTED  
 KR1784* NAVD 88     -      1629.7    (meters)    5347.     (feet)  VERTCON   
 KR1784  ___________________________________________________________________
 KR1784  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 KR1784  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KR1784
 KR1784  HORZ ORDER  -  SECOND
 KR1784
 KR1784.The horizontal coordinates were established by classical geodetic methods
 KR1784.and adjusted by the National Geodetic Survey in June 1998..
 KR1784
 KR1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1784
 KR1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1784
 KR1784.The geoid height was determined by GEOID03.
 KR1784
 KR1784;                    North         East     Units Scale Factor Converg.
 KR1784;SPC NV W     - 4,530,826.551   685,639.590   MT  1.00006097   -0 50 47.9
 KR1784;SPC NV W     -14,864,886.78  2,249,469.22   sFT  1.00006097   -0 50 47.9
 KR1784;SPC CA 2     -   708,450.748 2,179,374.326   MT  0.99994427   +1 18 55.7
 KR1784;SPC CA 2     - 2,324,308.83  7,150,163.93   sFT  0.99994427   +1 18 55.7
 KR1784;UTM  11      - 4,379,196.352   249,572.316   MT  1.00037221   -1 51 18.7
 KR1784
 KR1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1784!SPC NV W     -   0.99974811  x   1.00006097  =   0.99980907
 KR1784!SPC CA 2     -   0.99974811  x   0.99994427  =   0.99969240
 KR1784!UTM  11      -   0.99974811  x   1.00037221  =   1.00012023
 KR1784
 KR1784:                Primary Azimuth Mark                     Grid Az
 KR1784:SPC NV W     -  CHALK BLUFF RESET                        113 54 58.9
 KR1784:SPC CA 2     -  CHALK BLUFF RESET                        111 45 15.3
 KR1784:UTM  11      -  CHALK BLUFF RESET                        114 55 29.7
 KR1784
 KR1784|---------------------------------------------------------------------|
 KR1784| PID    Reference Object                     Distance      Geod. Az  |
 KR1784|                                                           dddmmss.s |
 KR1784| KR1762 CHALK BLUFF RESET                   APPROX. 3.5 KM 1130411.0 |
 KR1784| DB7152 DARK RM 1                             8.648 METERS 13516     |
 KR1784| DB7153 DARK RM 2                             5.651 METERS 16748     |
 KR1784|---------------------------------------------------------------------|
 KR1784
 KR1784                          SUPERSEDED SURVEY CONTROL
 KR1784
 KR1784  NAD 83(1992)-  39 31 33.34870(N)    119 54 48.60536(W) AD(       ) 2
 KR1784  NAD 83(1986)-  39 31 33.34695(N)    119 54 48.60195(W) AD(       ) 2
 KR1784  NAD 27      -  39 31 33.67190(N)    119 54 44.89380(W) AD(       ) 2
 KR1784  NGVD 29 (07/19/86) 1628.6    (m)         5343.     (f) VERT ANG       
 KR1784
 KR1784.Superseded values are not recommended for survey control.
 KR1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1784.See file dsdata.txt to determine how the superseded data were derived.
 KR1784
 KR1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4957279196(NAD 83)
 KR1784_MARKER: DS = TRIANGULATION STATION DISK
 KR1784_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KR1784_STAMPING: DARK 1958 1981
 KR1784_MARK LOGO: CGS   
 KR1784_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1784
 KR1784  HISTORY     - Date     Condition        Report By
 KR1784  HISTORY     - 1981     MONUMENTED       NGS
 KR1784
 KR1784                          STATION DESCRIPTION
 KR1784
 KR1784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 KR1784'THE STATION DISK WAS REMOVED EXCEPT FOR THE STEM BOTH REFERENCE MARKS
 KR1784'HAD BEEN DESTROYED.  A NEW SURFACE MARK UNDERGROUND MARK AND 2 NEW
 KR1784'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  THE STATION IS LOCATED
 KR1784'ABOUT 5.5 MI (8.9 KM) WEST OF RENO AND 1 MI (1.6 KM) NORTHWEST OF MESA
 KR1784'PARK AND ON THE SUMMIT OF A SHARP ROUND TOPPED ROCKY HILL.  TO REACH
 KR1784'THE STATION FROM THE INTERSECTION OF 4TH STREET AND NORTH VIRGINIA ST
 KR1784'DRIVE WEST ON OLD HIGHWAY 40 FOR 4.8 MI (7.7 KM) TO MESA PARK ROAD
 KR1784'TURN RIGHT AND GO NORTH NORTHWEST 0.3 MI (0.5 KM) TO MAE ANNE AVENUE
 KR1784'TURN RIGHT AND GO NORTH 0.25 MI (0.40 KM) TO COURTNEY LANE AND END OF
 KR1784'PAVEMENT CONTINUE NORTH ON DIRT ROAD 0.3 MI (0.5 KM) TO ROAD FORK TAKE
 KR1784'LEFT FORK AND GO NORTH NORTHWEST 0.6 MI (1.0 KM) TO INTERSECTION TURN
 KR1784'LEFT AND GO SOUTH AND SOUTHWEST FOR 0.45 MI (0.72 KM) TO FORK TURN
 KR1784'RIGHT AND GO 0.3 MI (0.5 KM) TO TOP OF HILL AND STATION.
 KR1784' 
 KR1784'THE STATION IS A STANDARD USCGS DISK STAMPED--DARK 1958 1981--, SET
 KR1784'INTO AN IRREGULAR MASS OF CONCRETE LOCATED 4.5 M (14.8 FT) N FROM THE
 KR1784'CENTERLINE OF A FIRE BREAK ROAD 3.0 M (9.8 FT) W FROM THE HIGHEST PART
 KR1784'OF HILL AND 1.0 M (3.3 FT) S FROM A BOULDER WITH A WITNESS SIGN
 KR1784'ATTACHED.  THE UNDERGROUND MARK IS A RAILROAD SPIKE WITH A PUNCH MARK
 KR1784'ON THE WEST SIDE OF THE SPIKE DRIVEN INTO THE HARD ROCK IS IMBEDDED IN
 KR1784'THE GROUND LOCATED 0.4 M (1.3 FT) BELOW THE SURFACE.
 KR1784' 
 KR1784'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DARK 1958 NO 3
 KR1784'1981--, SET INTO THE TOP OF A BOULDER 0.3 M (1.0 FT) LARGEST
 KR1784'DIMENSION, LOCATED 9.0 M (29.5 FT) WSW FROM THE EAST END OF A FIRE
 KR1784'BREAK ROAD 8.8 M (28.9 FT) S FROM A WITNESS POST 2.3 M (7.5 FT) S FROM
 KR1784'THE CENTERLINE OF THE ROAD AND 0.4 M (1.3 FT) LOWER THAN THE STATION.
 KR1784' 
 KR1784'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--DARK 1958--, SET
 KR1784'INTO PARTIALLY EXPOSED BOULDER OF 1.2 M (3.9 FT) LARGEST DIMENSION,
 KR1784'LOCATED 6.4 M (21.0 FT) W FROM A BOULDER WITH A WITNESS SIGN ATTACHED
 KR1784'4 M (13.1 FT) N FROM THE CENTERLINE OF A TRACK ROAD AND 0.2 M (0.7 FT)
 KR1784'LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1642 ***********************************************************************
 KR1642  DESIGNATION -  DAVIDSON
 KR1642  PID         -  KR1642
 KR1642  STATE/COUNTY-  NV/STOREY
 KR1642  USGS QUAD   -  VIRGINIA CITY (1994)
 KR1642
 KR1642                         *CURRENT SURVEY CONTROL
 KR1642  ___________________________________________________________________
 KR1642* NAD 83(1994)-  39 18 29.45028(N)    119 39 48.54727(W)     ADJUSTED  
 KR1642* NAVD 88     -      2398.1    (meters)    7868.     (feet)  VERTCON   
 KR1642  ___________________________________________________________________
 KR1642  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 KR1642  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR1642
 KR1642  HORZ ORDER  -  FIRST
 KR1642
 KR1642.The horizontal coordinates were established by classical geodetic methods
 KR1642.and adjusted by the National Geodetic Survey in June 1998..
 KR1642
 KR1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1642
 KR1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1642
 KR1642.The geoid height was determined by GEOID03.
 KR1642
 KR1642;                    North         East     Units Scale Factor Converg.
 KR1642;SPC NV W     - 4,506,365.091   706,845.789   MT  1.00000681   -0 41 03.5
 KR1642;SPC NV W     -14,784,632.80  2,319,043.23   sFT  1.00000681   -0 41 03.5
 KR1642;UTM  11      - 4,354,359.418   270,351.470   MT  1.00024939   -1 41 16.9
 KR1642
 KR1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1642!SPC NV W     -   0.99962769  x   1.00000681  =   0.99963449
 KR1642!UTM  11      -   0.99962769  x   1.00024939  =   0.99987698
 KR1642
 KR1642|---------------------------------------------------------------------|
 KR1642| PID    Reference Object                     Distance      Geod. Az  |
 KR1642|                                                           dddmmss.s |
 KR1642| DB7154 DAVIDSON RM 1                         5.312 METERS 08055     |
 KR1642| KR1643 MOUNT DAVIDSON FLAGSTAFF             10.934 METERS 09326     |
 KR1642| KR1645 WHEELER MONUMENT RESET              APPROX. 1.6 KM 1520955.3 |
 KR1642| DB7155 DAVIDSON RM 2                         9.622 METERS 26618     |
 KR1642|---------------------------------------------------------------------|
 KR1642
 KR1642                          SUPERSEDED SURVEY CONTROL
 KR1642
 KR1642  NAD 83(1992)-  39 18 29.45427(N)    119 39 48.54096(W) AD(       ) 1
 KR1642  NAD 83(1986)-  39 18 29.45123(N)    119 39 48.52521(W) AD(       ) 1
 KR1642  NAD 27      -  39 18 29.76500(N)    119 39 44.87500(W) AD(       ) 1
 KR1642  NGVD 29 (07/19/86) 2396.9    (m)         7864.     (f) VERT ANG       
 KR1642
 KR1642.Superseded values are not recommended for survey control.
 KR1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1642.See file dsdata.txt to determine how the superseded data were derived.
 KR1642
 KR1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7035154359(NAD 83)
 KR1642_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1642_SETTING: 66 = SET IN ROCK OUTCROP
 KR1642
 KR1642  HISTORY     - Date     Condition        Report By
 KR1642  HISTORY     - 1951     MONUMENTED       CGS
 KR1642
 KR1642                          STATION DESCRIPTION
 KR1642
 KR1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1642'THE STATION IS LOCATED ABOUT 12 MILES AIR LINE NORTH-NORTHEAST
 KR1642'OF CARSON CITY, 1 MILE WEST OF VIRGINIA CITY AND ON THE HIGHEST
 KR1642'POINT OF WHAT IS LOCALLY KNOWN AS MOUNT DAVIDSON.  IT IS A
 KR1642'STANDARD STATION MARK DISK SET IN A DRILL HOLE IN OUTCROPPING
 KR1642'BEDROCK WHICH PROJECTS 2 FEET ABOVE THE GROUND.  THE MARK IS
 KR1642'STAMPED DAVIDSON 1951.
 KR1642'
 KR1642'REFERENCE MARK NUMBER 1 IS ABOUT 2 FEET LOWER THAN THE STATION.
 KR1642'IT IS A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 KR1642'OUTCROPPING BEDROCK WHICH PROJECTS 8 INCHES.  THE MARK IS STAMPED
 KR1642'DAVIDSON NO 1 1951.
 KR1642'
 KR1642'REFERENCE MARK NUMBER 2 IS ABOUT 3 FEET LOWER THAN THE STATION.
 KR1642'IT IS A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 KR1642'OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES.  THE MARK IS
 KR1642'STAMPED DAVIDSON NO 2 1951.
 KR1642'
 KR1642'TRIANGULATION STATION WHEELER MONUMENT 1897 CAN BE USED FOR
 KR1642'AN AZIMUTH.
 KR1642'
 KR1642'TO REACH FROM THE POST OFFICE IN VIRGINIA CITY, GO SOUTH ON
 KR1642'STATE HIGHWAY 17 FOR 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK
 KR1642'AND GO 0.25 MILE TO A DIRT ROAD RIGHT.  TURN RIGHT AND FOLLOW
 KR1642'THE DIRT ROAD FOR 3.75 MILES TO A FORK.  TAKE THE RIGHT FORK
 KR1642'AND GO ABOUT 50 FEET TO ANOTHER FORK.  TAKE THE RIGHT FORK
 KR1642'AND GO 2.15 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.5
 KR1642'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.1 MILE TO THE
 KR1642'END OF THE ROAD.  TURN RIGHT AND FOLLOW ALONG THE RIDGE IN
 KR1642'A SOUTHEASTERLY DIRECTION FOR 0.65 MILE TO THE END OF TRUCK
 KR1642'TRAVEL.  PACK SOUTHEASTERLY UP THE HILL AND ALONG THE TRAIL
 KR1642'TO THE HIGHEST POINT AND THE STATION.  A 5-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR2522 ***********************************************************************
 HR2522  DESIGNATION -  DAVIS
 HR2522  PID         -  HR2522
 HR2522  STATE/COUNTY-  NV/ESMERALDA
 HR2522  USGS QUAD   -  DAVIS MOUNTAIN (1994)
 HR2522
 HR2522                         *CURRENT SURVEY CONTROL
 HR2522  ___________________________________________________________________
 HR2522* NAD 83(1994)-  37 47 57.78209(N)    118 13 19.72399(W)     ADJUSTED  
 HR2522* NAVD 88     -      2693.1    (meters)    8836.     (feet)  VERTCON   
 HR2522  ___________________________________________________________________
 HR2522  LAPLACE CORR-         -15.79  (seconds)                    DEFLEC99
 HR2522  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 HR2522
 HR2522  HORZ ORDER  -  THIRD
 HR2522
 HR2522.The horizontal coordinates were established by classical geodetic methods
 HR2522.and adjusted by the National Geodetic Survey in June 1998..
 HR2522
 HR2522.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR2522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR2522
 HR2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2522
 HR2522.The geoid height was determined by GEOID03.
 HR2522
 HR2522;                    North         East     Units Scale Factor Converg.
 HR2522;SPC NV W     - 4,338,400.001   831,807.111   MT  0.99991246   +0 13 16.9
 HR2522;SPC NV W     -14,233,567.34  2,729,020.50   sFT  0.99991246   +0 13 16.9
 HR2522;SPC CA 3     -   646,648.122 2,200,579.417   MT  0.99992953   +1 23 40.5
 HR2522;SPC CA 3     - 2,121,544.71  7,219,734.30   sFT  0.99992953   +1 23 40.5
 HR2522;UTM  11      - 4,184,260.005   392,405.186   MT  0.99974259   -0 44 56.8
 HR2522
 HR2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2522!SPC NV W     -   0.99958151  x   0.99991246  =   0.99949400
 HR2522!SPC CA 3     -   0.99958151  x   0.99992953  =   0.99951107
 HR2522!UTM  11      -   0.99958151  x   0.99974259  =   0.99932420
 HR2522
 HR2522:                Primary Azimuth Mark                     Grid Az
 HR2522:SPC NV W     -  BLACK                                    310 35 15.2
 HR2522:SPC CA 3     -  BLACK                                    309 24 51.6
 HR2522:UTM  11      -  BLACK                                    311 33 28.9
 HR2522
 HR2522|---------------------------------------------------------------------|
 HR2522| PID    Reference Object                     Distance      Geod. Az  |
 HR2522|                                                           dddmmss.s |
 HR2522| HR2577 BLACK                               APPROX. 4.5 KM 3104832.1 |
 HR2522|---------------------------------------------------------------------|
 HR2522
 HR2522                          SUPERSEDED SURVEY CONTROL
 HR2522
 HR2522  NAD 83(1992)-  37 47 57.78020(N)    118 13 19.72333(W) AD(       ) 3
 HR2522  NAD 83(1986)-  37 47 57.78985(N)    118 13 19.71360(W) AD(       ) 3
 HR2522  NAD 27      -  37 47 58.00600(N)    118 13 16.33500(W) AD(       ) 3
 HR2522  NGVD 29 (02/26/99) 2691.7    (m)         8831.     (f) VERT ANG       
 HR2522
 HR2522.Superseded values are not recommended for survey control.
 HR2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2522.See file dsdata.txt to determine how the superseded data were derived.
 HR2522
 HR2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB9240584260(NAD 83)
 HR2522_MARKER: DS = TRIANGULATION STATION DISK
 HR2522_SETTING: 66 = SET IN ROCK OUTCROP
 HR2522_PROJECTION: FLUSH
 HR2522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR2522+STABILITY: POSITION/ELEVATION WELL
 HR2522
 HR2522  HISTORY     - Date     Condition        Report By
 HR2522  HISTORY     - 1962     MONUMENTED       USGS
 HR2522
 HR2522                          STATION DESCRIPTION
 HR2522
 HR2522'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HR2522'LOCATED ABOUT 24 MI. SW. OF COALDALE, ABOUT 9 MI. NW. OF DYER POST
 HR2522'OFFICE, AND ABOUT 7 MI. W. OF FISH LAKE HIGHWAY MAINTENANCE STATION ON
 HR2522'A SMALL ROCKY KNOLL NEAR THE NE. END OF DAVIS MOUNTAIN.
 HR2522'STATION REACHED BY HELICOPTER.
 HR2522'STATION MARK--STANDARD TABLET STAMPED---VA 1913 8849---, SET IN SOLID
 HR2522'ROCK.
 HR2522'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED---
 HR2522'---DAVIS MTN NO 1 1962---, SET IN SOLID ROCK, 26.63 FT. FROM STATION
 HR2522'MARK IN DIRECT 4 DEGREES 03 MINUTES AND 4 FT. LOWER.
 HR2522'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED---
 HR2522'---DAVIS MTN NO 2 1962---, SET IN SOLID ROCK, 6.25 FT. FROM STATION
 HR2522'MARK IN DIRECT 243 DEGREES 59 MINUTES AND LEVEL.
 HR2522'COMPUTERS SAYS--USC AND GS STATION DAVIS 1895 MARKED BY A DRILL HOLE
 HR2522'WAS NOT RECOVERED.  PROBABLY STANDARD TABLET STAMPED---VA 1913 8849---
 HR2522'WAS SET IN THE SAME HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0618 ***********************************************************************
 JQ0618  DESIGNATION -  DAVIS
 JQ0618  PID         -  JQ0618
 JQ0618  STATE/COUNTY-  NV/NYE
 JQ0618  USGS QUAD   -  GABBS (1988)
 JQ0618
 JQ0618                         *CURRENT SURVEY CONTROL
 JQ0618  ___________________________________________________________________
 JQ0618* NAD 83(1994)-  38 45 35.68305(N)    117 53 02.06590(W)     ADJUSTED  
 JQ0618* NAVD 88     -      1968.1    (meters)    6457.     (feet)  VERTCON   
 JQ0618  ___________________________________________________________________
 JQ0618  LAPLACE CORR-           7.41  (seconds)                    DEFLEC99
 JQ0618  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 JQ0618
 JQ0618  HORZ ORDER  -  THIRD
 JQ0618
 JQ0618.The horizontal coordinates were established by classical geodetic methods
 JQ0618.and adjusted by the National Geodetic Survey in June 1998..
 JQ0618
 JQ0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0618
 JQ0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0618
 JQ0618.The geoid height was determined by GEOID03.
 JQ0618
 JQ0618;                    North         East     Units Scale Factor Converg.
 JQ0618;SPC NV C     - 6,445,651.818   394,208.249   MT  1.00003778   -0 45 43.7
 JQ0618;SPC NV C     -21,147,109.34  1,293,331.56   sFT  1.00003778   -0 45 43.7
 JQ0618;UTM  11      - 4,290,505.187   423,202.272   MT  0.99967263   -0 33 12.3
 JQ0618
 JQ0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0618!SPC NV C     -   0.99969503  x   1.00003778  =   0.99973280
 JQ0618!UTM  11      -   0.99969503  x   0.99967263  =   0.99936776
 JQ0618
 JQ0618                          SUPERSEDED SURVEY CONTROL
 JQ0618
 JQ0618  NAD 83(1992)-  38 45 35.69821(N)    117 53 02.07419(W) AD(       ) 3
 JQ0618  NAD 83(1990)-  38 45 35.69500(N)    117 53 02.07312(W) AD(       ) 3
 JQ0618  NGVD 29 (03/27/92) 1966.9    (m)         6453.     (f) VERT ANG       
 JQ0618
 JQ0618.Superseded values are not recommended for survey control.
 JQ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0618.See file dsdata.txt to determine how the superseded data were derived.
 JQ0618
 JQ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC2320290505(NAD 83)
 JQ0618_MARKER: DS = TRIANGULATION STATION DISK
 JQ0618_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0618_SP_SET: SET IN A ROCK LEDGE
 JQ0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0618+STABILITY: POSITION/ELEVATION WELL
 JQ0618
 JQ0618  HISTORY     - Date     Condition        Report By
 JQ0618  HISTORY     - 1944     MONUMENTED       USGS
 JQ0618
 JQ0618                          STATION DESCRIPTION
 JQ0618
 JQ0618'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 JQ0618'LOCATED ABOUT 2.5 MI. NW. OF OLD MINING TOWN OF GOLDYKE, ABOUT 0.3
 JQ0618'MI. SW. OF DAVIS MINE, ON PROMINENT TOP.
 JQ0618'
 JQ0618'TO REACH FROM GOLDYKE, DRIVE W. 1.5 MI. TO FORKS, TAKE RIGHT FORK
 JQ0618'(N.) AND DRIVE 1.5 MI. TO DAVIS MINE WHICH IS IN SADDLE ON RD.,
 JQ0618'WALK TO PROMINENT TOP PLAINLY VISIBLE ABOUT 0.3 MI. TO SW.
 JQ0618'
 JQ0618'STATION MARK--STANDARD TABLET STAMPED---DAVIS 1944---, CEMENTED IN
 JQ0618'LIMESTONE LEDGE ON TIP OF PEAK.
 JQ0618'
 JQ0618'RM NO. 1--1-INCH DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3463 ***********************************************************************
 AA3463  CBN         -  This is a Cooperative Base Network Control Station.
 AA3463  DESIGNATION -  DAVIS DAM
 AA3463  PID         -  AA3463
 AA3463  STATE/COUNTY-  NV/CLARK
 AA3463  USGS QUAD   -  DAVIS DAM (1983)
 AA3463
 AA3463                         *CURRENT SURVEY CONTROL
 AA3463  ___________________________________________________________________
 AA3463* NAD 83(1999)-  35 12 01.34125(N)    114 34 29.98212(W)     ADJUSTED  
 AA3463* NAVD 88     -       244.9    (meters)     803.     (feet)  GPS OBS   
 AA3463  ___________________________________________________________________
 AA3463  EPOCH DATE  -        1999.37
 AA3463  X           -  -2,170,007.683 (meters)                     COMP
 AA3463  Y           -  -4,745,178.098 (meters)                     COMP
 AA3463  Z           -   3,656,178.162 (meters)                     COMP
 AA3463  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AA3463  ELLIP HEIGHT-         215.09  (meters)          (05/16/00) GPS OBS
 AA3463  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AA3463
 AA3463  HORZ ORDER  -  A
 AA3463  ELLP ORDER  -  FOURTH    CLASS I
 AA3463
 AA3463.The horizontal coordinates were established by GPS observations
 AA3463.and adjusted by the National Geodetic Survey in May 2000..
 AA3463.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3463.DATUM ITEM on the data sheet items page.
 AA3463.The horizontal coordinates are valid at the epoch date displayed above.
 AA3463.The epoch date for horizontal control is a decimal equivalence
 AA3463.of Year/Month/Day.
 AA3463
 AA3463.The orthometric height was determined by GPS observations and a
 AA3463.high-resolution geoid model.
 AA3463
 AA3463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3463
 AA3463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3463
 AA3463.The ellipsoidal height was determined by GPS observations
 AA3463.and is referenced to NAD 83.
 AA3463
 AA3463.The geoid height was determined by GEOID03.
 AA3463
 AA3463;                    North         East     Units Scale Factor Converg.
 AA3463;SPC NV E     - 8,050,425.143   291,816.826   MT  1.00000386   +0 34 52.6
 AA3463;SPC NV E     -26,412,103.16    957,402.37   sFT  1.00000386   +0 34 52.6
 AA3463;UTM  11      - 3,897,958.002   720,767.224   MT  1.00020069   +1 23 54.3
 AA3463
 AA3463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3463!SPC NV E     -   0.99996624  x   1.00000386  =   0.99997010
 AA3463!UTM  11      -   0.99996624  x   1.00020069  =   1.00016692
 AA3463
 AA3463                          SUPERSEDED SURVEY CONTROL
 AA3463
 AA3463  NAD 83(1992)-  35 12 01.34024(N)    114 34 29.98059(W) AD(       ) A
 AA3463  NAD 83(1994)-  35 12 01.34024(N)    114 34 29.98059(W) AD(       ) B
 AA3463  ELLIP H (03/30/95)  215.16   (m)                       GP(       ) 4 1
 AA3463
 AA3463.Superseded values are not recommended for survey control.
 AA3463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3463.See file dsdata.txt to determine how the superseded data were derived.
 AA3463
 AA3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU2076797958(NAD 83)
 AA3463_MARKER: I = METAL ROD
 AA3463_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3463_STAMPING: DAVIS DAM 1994
 AA3463_MARK LOGO: NGS   
 AA3463_PROJECTION: FLUSH
 AA3463_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3463+STABILITY: POSITION/ELEVATION WELL
 AA3463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3463+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 AA3463_ROD/PIPE-DEPTH: 1.4  meters
 AA3463_SLEEVE-DEPTH  : 0.90 meters
 AA3463
 AA3463  HISTORY     - Date     Condition        Report By
 AA3463  HISTORY     - 1994     MONUMENTED       NGS
 AA3463  HISTORY     - 19991013 GOOD             NGS
 AA3463  HISTORY     - 20050517 GOOD             BOR
 AA3463
 AA3463                          STATION DESCRIPTION
 AA3463
 AA3463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3463'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF LAUGHLIN, AT THE
 AA3463'SOUTH END OF THE LAKE MEAD RECREATION AREA, AT THE TOP OF A GRANITE
 AA3463'PEAK ABOUT 100 M (328.1 FT) ABOVE THE SOUTHWEST CORNER OF DAVIS DAM,
 AA3463'AND ON THE NORTH SIDE OF STATE HIGHWAY 163.  OWNERSHIP--U.S.
 AA3463'DEPARTMENT OF INTERIOR, BUREAU OF RECLAMATION. TO REACH FROM THE
 AA3463'JUNCTION OF STATE HIGHWAY 163 AND CASINO DRIVE ON THE NORTH EDGE OF
 AA3463'LAUGHLIN, GO NORTH ON HIGHWAY 163 FOR 0.65 KM (0.40 MI) TO A GRAVEL
 AA3463'ROAD LEFT JUST BEFORE REACHING THE DAM.  TURN LEFT, NORTHWEST, ON THE
 AA3463'GRAVEL ROAD FOR ABOUT 140 M (459.3 FT) TO THE END OF THE THE GRAVEL
 AA3463'ROAD. WALK UPHILL, SOUTHERLY, THEN NORTHERLY FOR ABOUT 200 M (656.2
 AA3463'FT) TO THE TOP OF THE PEAK AND THE STATION. STATION MARK IS A PUNCH
 AA3463'HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 AA3463'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AA3463'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS IN THE CENTER
 AA3463'OF THE TOP OF THE PEAK, AND 2.2 M (7.2 FT) EAST OF A FIBERGLASS
 AA3463'WITNESS POST NEXT TO A 1 INCH DIAMETER STEEL PIPE EMBEDDED IN THE
 AA3463'ROCK. DESCRIBED BY D.G. AUG
 AA3463
 AA3463                          STATION RECOVERY (1999)
 AA3463
 AA3463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 AA3463'DUE TO ROAD CHANGES IN THE AREA THE DESCRIPTION SHOULD BE MODIFIED. TO
 AA3463'REACH THE STATION FROM THE NORTH SIDE OF LAUGHLIN GO NORTH ON THE WEST
 AA3463'SIDE OF THE RIVER ON PAVED ROAD FOR 2.0 MILES (3.2 KM) TO A GRAVEL
 AA3463'SIDE ROAD LEFT AND STATION AS PREVIOUSLY DESCRIBED.
 AA3463
 AA3463                          STATION RECOVERY (2005)
 AA3463
 AA3463'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2005
 AA3463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1082 ***********************************************************************
 FS1082  DESIGNATION -  DAVIS DAM SO CAL EDISON STACK
 FS1082  PID         -  FS1082
 FS1082  STATE/COUNTY-  NV/CLARK
 FS1082  USGS QUAD   -  DAVIS DAM (1983)
 FS1082
 FS1082                         *CURRENT SURVEY CONTROL
 FS1082  ___________________________________________________________________
 FS1082* NAD 83(1994)-  35 08 43.79523(N)    114 35 28.21269(W)     ADJUSTED  
 FS1082* NAVD 88     -                                                        
 FS1082  ___________________________________________________________________
 FS1082  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 FS1082  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FS1082
 FS1082  HORZ ORDER  -  THIRD
 FS1082
 FS1082.The horizontal coordinates were established by classical geodetic methods
 FS1082.and adjusted by the National Geodetic Survey in June 1998..
 FS1082
 FS1082
 FS1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1082
 FS1082.The geoid height was determined by GEOID03.
 FS1082
 FS1082;                    North         East     Units Scale Factor Converg.
 FS1082;SPC NV E     - 8,044,322.703   290,404.636   MT  1.00000069   +0 34 16.3
 FS1082;SPC NV E     -26,392,082.07    952,769.21   sFT  1.00000069   +0 34 16.3
 FS1082;SPC AZ W     -   460,053.732   136,711.460   MT  1.00000571   -0 29 03.3
 FS1082;SPC AZ W     - 1,509,362.64    448,528.41   iFT  1.00000571   -0 29 03.3
 FS1082;UTM  11      - 3,891,834.863   719,441.889   MT  1.00019351   +1 23 13.9
 FS1082
 FS1082                          SUPERSEDED SURVEY CONTROL
 FS1082
 FS1082  NAD 83(1992)-  35 08 43.79528(N)    114 35 28.21265(W) AD(1991.35) 4
 FS1082  NAD 83(1992)-  35 08 43.79530(N)    114 35 28.21275(W) AD(       ) 4
 FS1082  NAD 83(1986)-  35 08 43.79988(N)    114 35 28.20978(W) AD(       ) 4
 FS1082  NAD 27      -  35 08 43.80097(N)    114 35 25.33524(W) AD(       ) 3
 FS1082
 FS1082.Superseded values are not recommended for survey control.
 FS1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1082.See file dsdata.txt to determine how the superseded data were derived.
 FS1082
 FS1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1944291835(NAD 83)
 FS1082_MARKER: 63 = STACK
 FS1082
 FS1082  HISTORY     - Date     Condition        Report By
 FS1082  HISTORY     - 1973     FIRST OBSERVED   NGS
 FS1082
 FS1082                          STATION DESCRIPTION
 FS1082
 FS1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CN)
 FS1082'THE STATION IS THE CENTER OF THE SOUTHERN CALIFORNIA EDISON,
 FS1082'MOHAVE GENERATING STATION SMOKE STACK.  THE STACK IS PAINTED
 FS1082'RED AND WHITE AND VERY PROMINENT THROUGHOUT THE MOHAVE VALLEY
 FS1082'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3462 ***********************************************************************
 AA3462  CBN         -  This is a Cooperative Base Network Control Station.
 AA3462  DESIGNATION -  DAVIS REFERENCE MARK
 AA3462  PID         -  AA3462
 AA3462  STATE/COUNTY-  NV/NYE
 AA3462  USGS QUAD   -  GABBS (1988)
 AA3462
 AA3462                         *CURRENT SURVEY CONTROL
 AA3462  ___________________________________________________________________
 AA3462* NAD 83(1999)-  38 45 35.69921(N)    117 53 02.07991(W)     ADJUSTED  
 AA3462* NAVD 88     -      1968.1    (meters)    6457.     (feet)  GPS OBS   
 AA3462  ___________________________________________________________________
 AA3462  EPOCH DATE  -        1999.37
 AA3462  X           -  -2,329,790.124 (meters)                     COMP
 AA3462  Y           -  -4,403,197.280 (meters)                     COMP
 AA3462  Z           -   3,972,786.300 (meters)                     COMP
 AA3462  LAPLACE CORR-           7.41  (seconds)                    DEFLEC99
 AA3462  ELLIP HEIGHT-        1944.22  (meters)          (10/30/00) GPS OBS
 AA3462  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AA3462
 AA3462  HORZ ORDER  -  B
 AA3462  ELLP ORDER  -  FOURTH    CLASS II
 AA3462
 AA3462.The horizontal coordinates were established by GPS observations
 AA3462.and adjusted by the National Geodetic Survey in October 2000..
 AA3462.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3462.DATUM ITEM on the data sheet items page.
 AA3462.The horizontal coordinates are valid at the epoch date displayed above.
 AA3462.The epoch date for horizontal control is a decimal equivalence
 AA3462.of Year/Month/Day.
 AA3462
 AA3462.The orthometric height was determined by GPS observations and a
 AA3462.high-resolution geoid model.
 AA3462
 AA3462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3462
 AA3462.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3462
 AA3462.The ellipsoidal height was determined by GPS observations
 AA3462.and is referenced to NAD 83.
 AA3462
 AA3462.The geoid height was determined by GEOID03.
 AA3462
 AA3462;                    North         East     Units Scale Factor Converg.
 AA3462;SPC NV C     - 6,445,652.321   394,207.918   MT  1.00003778   -0 45 43.7
 AA3462;SPC NV C     -21,147,110.99  1,293,330.48   sFT  1.00003778   -0 45 43.7
 AA3462;UTM  11      - 4,290,505.688   423,201.938   MT  0.99967263   -0 33 12.3
 AA3462
 AA3462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3462!SPC NV C     -   0.99969504  x   1.00003778  =   0.99973281
 AA3462!UTM  11      -   0.99969504  x   0.99967263  =   0.99936777
 AA3462
 AA3462                          SUPERSEDED SURVEY CONTROL
 AA3462
 AA3462  NAD 83(1994)-  38 45 35.69759(N)    117 53 02.07747(W) AD(       ) B
 AA3462  ELLIP H (03/30/95) 1944.28   (m)                       GP(       ) 4 1
 AA3462
 AA3462.Superseded values are not recommended for survey control.
 AA3462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3462.See file dsdata.txt to determine how the superseded data were derived.
 AA3462
 AA3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC2320290506(NAD 83)
 AA3462_MARKER: DR = REFERENCE MARK DISK
 AA3462_SETTING: 66 = SET IN ROCK OUTCROP
 AA3462_STAMPING: DAVIS 1944
 AA3462_MARK LOGO: USGS  
 AA3462_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3462+STABILITY: POSITION/ELEVATION WELL
 AA3462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3462+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1994
 AA3462
 AA3462  HISTORY     - Date     Condition        Report By
 AA3462  HISTORY     - 1944     MONUMENTED       USGS
 AA3462  HISTORY     - 19940608 GOOD             NGS
 AA3462
 AA3462                          STATION DESCRIPTION
 AA3462
 AA3462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3462'STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) SOUTHEAST OF GABBS ON A
 AA3462'PROMINENT HILL TOP. TO REACH FROM GABBS, GO SOUTH ON STATE HIGHWAY 361
 AA3462'FOR ABOUT 1.6 KM (1.00 MI) TO A DIRT SIDE ROAD LEFT, ACROSS FROM
 AA3462'AIRSTRIP.  TURN LEFT AND GO SOUTHEAST FOR ABOUT 40 M (131.2 FT) TO A
 AA3462'CATTLE GUARD. CONTINUE AHEAD FOR 2.1 KM (1.30 MI) TO A POWER LINE AND
 AA3462'CROSSROADS. CONTINUE STRAIGHT TOWARDS CANYON AND ONTO A DRY WASH FOR
 AA3462'6.6 KM (4.10 MI) TO A Y-JUNCTION.  KEEP RIGHT TOWARDS WILLOW SPRINGS
 AA3462'FOR 1.8 KM (1.10 MI) THE UPHILL TO OLD MINE BUILDINGS.  CONTINUE
 AA3462'UPHILL PAST MINE BUILDINGS FOR 0.6 KM (0.35 MI) TO END OF TRUCK
 AA3462'TRAVEL.  THE STATION IS AT THE TOP OF THE HILL IN A DIRECTION SOUTH OF
 AA3462'THE END OF TRUCK TRAVEL. THE STATION IS A USGS REFERENCE MARK DISK
 AA3462'STAMPED -- DAVIS 1944 -- SET IN A DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0520 ***********************************************************************
 JQ0520  DESIGNATION -  DAVIS RESET
 JQ0520  PID         -  JQ0520
 JQ0520  STATE/COUNTY-  NV/NYE
 JQ0520  USGS QUAD   -  TONOPAH (1982)
 JQ0520
 JQ0520                         *CURRENT SURVEY CONTROL
 JQ0520  ___________________________________________________________________
 JQ0520* NAD 83(1994)-  38 02 50.76802(N)    117 11 44.91167(W)     ADJUSTED  
 JQ0520* NAVD 88     -      2033.6    (meters)    6672.     (feet)  VERTCON   
 JQ0520  ___________________________________________________________________
 JQ0520  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 JQ0520  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 JQ0520
 JQ0520  HORZ ORDER  -  FIRST
 JQ0520
 JQ0520.The horizontal coordinates were established by classical geodetic methods
 JQ0520.and adjusted by the National Geodetic Survey in June 1998..
 JQ0520
 JQ0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0520
 JQ0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0520
 JQ0520.The geoid height was determined by GEOID03.
 JQ0520
 JQ0520;                    North         East     Units Scale Factor Converg.
 JQ0520;SPC NV C     - 6,366,000.471   453,558.581   MT  0.99992655   -0 19 34.0
 JQ0520;SPC NV C     -20,885,786.55  1,488,050.11   sFT  0.99992655   -0 19 34.0
 JQ0520;SPC NV W     - 4,366,777.209   921,781.864   MT  1.00008260   +0 51 18.9
 JQ0520;SPC NV W     -14,326,668.23  3,024,212.67   sFT  1.00008260   +0 51 18.9
 JQ0520;UTM  11      - 4,211,096.208   482,819.582   MT  0.99960364   -0 07 14.4
 JQ0520
 JQ0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0520!SPC NV C     -   0.99968492  x   0.99992655  =   0.99961150
 JQ0520!SPC NV W     -   0.99968492  x   1.00008260  =   0.99976750
 JQ0520!UTM  11      -   0.99968492  x   0.99960364  =   0.99928869
 JQ0520
 JQ0520:                Primary Azimuth Mark                     Grid Az
 JQ0520:SPC NV C     -  BOOKER                                   008 09 30.5
 JQ0520:SPC NV W     -  BOOKER                                   006 58 37.6
 JQ0520:UTM  11      -  BOOKER                                   007 57 10.9
 JQ0520
 JQ0520|---------------------------------------------------------------------|
 JQ0520| PID    Reference Object                     Distance      Geod. Az  |
 JQ0520|                                                           dddmmss.s |
 JQ0520| JQ0536 BOOKER                              APPROX. 5.8 KM 0074956.5 |
 JQ0520| JQ0518 TONOPAH RADIO RANGE CEN TOWER       APPROX.11.6 KM 0562402.0 |
 JQ0520| DA8981 DAVIS RM 1                            8.956 METERS 08718     |
 JQ0520| HQ0861 MOUNT PLATH OBSERVATION HOUSE       APPROX. 7.3 KM 1842812.4 |
 JQ0520| DA8982 DAVIS RM 2                            5.563 METERS 20853     |
 JQ0520| JQ0524 TONOPAH COURTHOUSE                  APPROX. 4.1 KM 3065518.8 |
 JQ0520| JQ0521 TONOPAH GENERAL VIOLET RAY TK       APPROX. 4.8 KM 3072647.0 |
 JQ0520| DA8983 DAVIS RM 3 AZIMUTH                                 3434012.3 |
 JQ0520|---------------------------------------------------------------------|
 JQ0520
 JQ0520                          SUPERSEDED SURVEY CONTROL
 JQ0520
 JQ0520  NAD 83(1986)-  38 02 50.76419(N)    117 11 44.91704(W) AD(       ) 1
 JQ0520  NAD 27      -  38 02 51.00300(N)    117 11 41.62700(W) AD(       ) 1
 JQ0520  NGVD 29 (03/11/99) 2032.4    (m)         6668.     (f) VERT ANG       
 JQ0520
 JQ0520.Superseded values are not recommended for survey control.
 JQ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0520.See file dsdata.txt to determine how the superseded data were derived.
 JQ0520
 JQ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC8282011096(NAD 83)
 JQ0520_MARKER: DS = TRIANGULATION STATION DISK
 JQ0520_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0520_SP_SET: PARTIALLY EXPOSED BEDROCK
 JQ0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0520+STABILITY: POSITION/ELEVATION WELL
 JQ0520
 JQ0520  HISTORY     - Date     Condition        Report By
 JQ0520  HISTORY     - 1933     MONUMENTED       CGS
 JQ0520  HISTORY     - 1933     GOOD             CGS
 JQ0520  HISTORY     - 1943     GOOD             CGS
 JQ0520  HISTORY     - 1950     GOOD             CGS
 JQ0520  HISTORY     - 1971     GOOD             USGS
 JQ0520  HISTORY     - 1971     GOOD             USGS
 JQ0520  HISTORY     - 1977     GOOD             NGS
 JQ0520
 JQ0520                          STATION DESCRIPTION
 JQ0520
 JQ0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CHS)
 JQ0520'ABOUT 2 MILES SOUTHEAST OF THE TOWN OF TONOPAH, ON A HIGH
 JQ0520'SUMMIT NORTHEAST OF THE WAGON ROAD WHICH EXTENDS SOUTHEAST
 JQ0520'FROM THE TOWN.  THE STATION IS MARKED BY A DRILL HOLE IN SOLID
 JQ0520'ROCK, SURMOUNTED BY A PILE OF ROCKS ABOUT THE BASE OF THE
 JQ0520'SIGNAL POLE
 JQ0520
 JQ0520                          STATION RECOVERY (1933)
 JQ0520
 JQ0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 JQ0520'STATION FOUND AS DESCRIBED IN ORIGINAL DESCRIPTION BY C.H.S.,
 JQ0520'1902.  A BRONZE DISK WAS SET IN THE DRILL HOLE MENTIONED IN
 JQ0520'THE ORIGINAL DESCRIPTION.
 JQ0520'
 JQ0520'STATION REACHED FROM TONOPAH AS FOLLOWS--GO SOUTH ON THE
 JQ0520'LAS VEGAS ROAD 0.9 MILE, TURN LEFT OFF THE HIGHWAY AND FOLLOW
 JQ0520'THE MAIN TRAVELED ROAD IN A SOUTHEASTERLY DIRECTION 1.2 MILES.
 JQ0520'LEAVE TRUCK HERE AND GO TOWARD THE HIGHEST HILL (RIGHT HAND)
 JQ0520'TO THE NORTHEAST AND UP THE HILL TO THE HIGHEST POINT AND
 JQ0520'STATION.  ABOUT 20 MINUTES CLIMB.
 JQ0520'
 JQ0520'TWO REFERENCE AND AN AZIMUTH WERE ESTABLISHED.  THE AZIMUTH
 JQ0520'MARK PLACED ATOP THE CONE-SHAPED HILL ABOUT 0.5 MILE TO THE
 JQ0520'NORTH OF THE STATION.
 JQ0520
 JQ0520                          STATION RECOVERY (1943)
 JQ0520
 JQ0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (LVE)
 JQ0520'RECOVERED STATION FOUND IN GOOD CONDITION.  DESCRIPTION IN
 JQ0520'1933 IS ADEQUATE.
 JQ0520
 JQ0520                          STATION RECOVERY (1950)
 JQ0520
 JQ0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RJS)
 JQ0520'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 JQ0520'AS DESCRIBED EXCEPT FOR A SLIGHT DIFFERENCE IN DISTANCE TO
 JQ0520'REFERENCE MARK NO. 1, AND A SLIGHT DIFFERENCE IN DISTANCE AND
 JQ0520'DIRECTION TO REFERENCE MARK NO. 2.  THE CORRECT DATA IS LISTED
 JQ0520'BELOW.
 JQ0520'
 JQ0520'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF TONOPAH AND
 JQ0520'ABOUT 1 MILE EAST OF U.S. HIGHWAY 95, ON THE HIGHEST POINT
 JQ0520'OF THE SOUTHERNMOST ONE OF THREE POINTS.  THE NORTHERNMOST
 JQ0520'ONE, ON WHICH THE AZIMUTH MARK IS LOCATED, HAS A LARGE YELLOW
 JQ0520'DEPOSIT AT ITS BASE.
 JQ0520'
 JQ0520'THE STATION MARK IS A BRONZE DISK,
 JQ0520'SET IN BEDROCK THAT PROJECTS ABOUT 3 INCHES.  THE MARK IS ON
 JQ0520'THE NORTH END AND HIGHEST POINT OF THE MOUNTAIN.  IT IS
 JQ0520'STAMPED DAVIS 1902.
 JQ0520'
 JQ0520'REFERENCE MARK NUMBER 1 IS STAMPED DAVIS NO. 1 1933.  IT IS
 JQ0520'A BRONZE DISK, SET IN BEDROCK THAT
 JQ0520'PROJECTS ABOUT 3 FEET ABOVE THE SURFACE.  THE MARK IS ABOUT
 JQ0520'3 FEET LOWER THAN THE STATION MARK.
 JQ0520'
 JQ0520'REFERENCE MARK NUMBER 2 IS STAMPED DAVIS NO. 2 1933.  IT IS
 JQ0520'A BRONZE DISK, SET IN BEDROCK THAT
 JQ0520'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.  THE MARK IS
 JQ0520'ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 JQ0520'
 JQ0520'THE AZIMUTH MARK IS A BRONZE REFERENCE DISK,
 JQ0520'SET IN BEDROCK THAT PROJECTS ABOUT 2 FEET ABOVE THE
 JQ0520'GROUND SURFACE.  IT IS ABOUT 20 PACES SOUTH OF THE HIGHEST
 JQ0520'POINT OF THE PEAK.  THE MARK IS STAMPED DAVIS NO. 3 1933.
 JQ0520'
 JQ0520'THE STATION IS REACHED FROM THE POST OFFICE IN TONOPAH BY
 JQ0520'GOING SOUTH ALONG U.S. HIGHWAY 95 FOR 0.9 MILE, PASSING A
 JQ0520'ROAD LEFT AT 0.8 MILE, TO A ROAD LEFT THROUGH THE CITY DUMP.
 JQ0520'TURN LEFT AND GO 0.1 MILE TO A DIAGONAL CROSSROAD.  CONTINUE
 JQ0520'STRAIGHT AHEAD FOR 0.95 MILE TO A YELLOW DEPOSIT AT THE BASE
 JQ0520'OF A HILL ON WHICH THE AZIMUTH MARK IS LOCATED AND THE END
 JQ0520'OF TRUCK TRAVEL.  PACK SOUTHERLY TO THE HIGHEST POINT OF THE
 JQ0520'SECOND HILL TO THE SOUTH AND THE STATION.  A 30 MINUTE PACK.
 JQ0520'
 JQ0520'OBSERVATIONS WERE MADE FROM A 1.18 METER TRIPOD.
 JQ0520
 JQ0520                          STATION RECOVERY (1971)
 JQ0520
 JQ0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JQ0520'INSTRUMENT STAND 4.0 FT ABOVE STATION MARK
 JQ0520'
 JQ0520'NEW TO REACH FOLLOWS--
 JQ0520'
 JQ0520'TO REACH FROM POST OFFICE IN TONOPAH, DRIVE E. ON U.S. HIGHWAY 6
 JQ0520'AND 95 FOR 0.9 MI TO T-RD. LEFT.  TURN LEFT AND FOLLOW PAVED
 JQ0520'RD. FOR 0.45 MI TO AREA OF CITY DUMP AND END OF PAVEMENT.
 JQ0520'TURN LEFT N. FOR 0.05 MI TO T-RD.  TURN RIGHT FOR 0.05 MI TO
 JQ0520'RD. FK.  TAKE LEFT FORK FOR 0.05 MI TO REVERSE FORK.  KEEP
 JQ0520'LEFT FOR 0.1 MI TO DIM TRACK RD. ON RIGHT.  TURN RIGHT ON DIM
 JQ0520'TRACK RD. FOR 0.5 MI TO BASE OF STEEP SIDEHILL AND END OF
 JQ0520'TRUCK TRAVEL.  PACK UPHILL (NE.) TO HIGHEST POINT OF TOP AND
 JQ0520'STATION.  A 5 MINUTE PACK.
 JQ0520
 JQ0520                          STATION RECOVERY (1971)
 JQ0520
 JQ0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JQ0520'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38117-2, STATION 1001. NEW
 JQ0520'TO REACH FOLLOWS-- TO REACH FROM POST OFFICE IN TONOPAH, DRIVE E. ON
 JQ0520'U.S. HIGHWAY 6 AND 95 FOR 0.9 MI. TO T-RD. LEFT, TURN LEFT AND FOLLOW
 JQ0520'PAVED RD. FOR 0.45 MI. TO AREA OF CITY DUMP AND END OF PAVEMENT, TURN
 JQ0520'LEFT N. FOR 0.05 MI. TO T-RD., TURN RIGHT FOR 0.05 MI. TO RD. FORK,
 JQ0520'TAKE LEFT FORK FOR 0.05 MI. TO REVERSE FORK, KEEP LEFT FOR 0.1 MI. TO
 JQ0520'DIM TRACK RD. ON RIGHT, TURN RIGHT ON DIM TRACK RD. FOR 0.5 MI. TO
 JQ0520'BASE OF STEEP SIDEHILL AND END OF TRUCK TRAVEL.  PACK UPHILL (NE.) TO
 JQ0520'HIGHEST POINT OF TOP AND STATION.  A 5 MINUTE PACK. STATION MARK--A
 JQ0520'BRONZE DISK STAMPED---DAVIS 1902---, SET IN BEDROCK THAT PROJECTS
 JQ0520'ABOUT 3 INCHES.
 JQ0520
 JQ0520                          STATION RECOVERY (1977)
 JQ0520
 JQ0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 JQ0520'RECOVERED AS DESCRIBED IN RECOVERY NOTE BY USGS IN 1971.
 JQ0520'
 JQ0520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 JQ0520'SOUTHEAST OF TONOPAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0617 ***********************************************************************
 JQ0617  DESIGNATION -  DAWSON
 JQ0617  PID         -  JQ0617
 JQ0617  STATE/COUNTY-  NV/NYE
 JQ0617  USGS QUAD   -  PARADISE PEAK (1988)
 JQ0617
 JQ0617                         *CURRENT SURVEY CONTROL
 JQ0617  ___________________________________________________________________
 JQ0617* NAD 83(1994)-  38 45 42.53284(N)    117 48 01.45143(W)     ADJUSTED  
 JQ0617* NAVD 88     -      2135.0    (meters)    7005.     (feet)  VERTCON   
 JQ0617  ___________________________________________________________________
 JQ0617  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 JQ0617  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 JQ0617
 JQ0617  HORZ ORDER  -  THIRD
 JQ0617
 JQ0617.The horizontal coordinates were established by classical geodetic methods
 JQ0617.and adjusted by the National Geodetic Survey in June 1998..
 JQ0617
 JQ0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0617
 JQ0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0617
 JQ0617.The geoid height was determined by GEOID03.
 JQ0617
 JQ0617;                    North         East     Units Scale Factor Converg.
 JQ0617;SPC NV C     - 6,445,769.796   401,468.510   MT  1.00001951   -0 42 35.5
 JQ0617;SPC NV C     -21,147,496.41  1,317,151.27   sFT  1.00001951   -0 42 35.5
 JQ0617;UTM  11      - 4,290,649.561   430,459.422   MT  0.99965955   -0 30 04.1
 JQ0617
 JQ0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0617!SPC NV C     -   0.99966883  x   1.00001951  =   0.99968833
 JQ0617!UTM  11      -   0.99966883  x   0.99965955  =   0.99932849
 JQ0617
 JQ0617                          SUPERSEDED SURVEY CONTROL
 JQ0617
 JQ0617  NAD 83(1992)-  38 45 42.54598(N)    117 48 01.45856(W) AD(       ) 3
 JQ0617  NAD 83(1990)-  38 45 42.54350(N)    117 48 01.45716(W) AD(       ) 3
 JQ0617  NGVD 29 (03/27/92) 2133.7    (m)         7000.     (f) VERT ANG       
 JQ0617
 JQ0617.Superseded values are not recommended for survey control.
 JQ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0617.See file dsdata.txt to determine how the superseded data were derived.
 JQ0617
 JQ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC3045990650(NAD 83)
 JQ0617_MARKER: DS = TRIANGULATION STATION DISK
 JQ0617_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0617_SP_SET: SET IN A ROCK LEDGE
 JQ0617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0617+STABILITY: POSITION/ELEVATION WELL
 JQ0617
 JQ0617  HISTORY     - Date     Condition        Report By
 JQ0617  HISTORY     - 1944     MONUMENTED       USGS
 JQ0617
 JQ0617                          STATION DESCRIPTION
 JQ0617
 JQ0617'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 JQ0617'LOCATED ON DIVIDE W. OF IONE VALLEY ALONG RD. FROM IONE TO MINA VIA
 JQ0617'GOLDYKE, ON PINKISH-COLORED ROCKY HILL ABOUT 0.5 MI. S. OF RD.
 JQ0617'
 JQ0617'TO REACH FROM IONE, FOLLOW TONOPAH RD. FOR 14.7 MI. TO FORKS WHERE
 JQ0617'MINA-GOLDYKE RD. TURNS W., FOLLOW THIS RD. FOR 6.3 MI. TO DAWSON
 JQ0617'SPRINGS RD. FORKS, THENCE ON LEFT HAND RD. FOR ABOUT 1.5 MI. TO
 JQ0617'POINT ON RD. ABOUT N. OF STATION.
 JQ0617'
 JQ0617'MAY ALSO BE REACHED FROM GABBS POST OFICE BY DRIVING S. ON STATE
 JQ0617'HWY. 23 FOR 4.6 MI. TO KELLEYS WELL, THENCE LEFT (E.) ON DIRT RD.
 JQ0617'KEEPING RIGHT FORK ABOUT 1 MI. FROM KELLEYS WELL FOR 6.1 MI. TO
 JQ0617'TRANSMISSION LINE, THENCE ON LEFT FORK ALONG FOOTHILLS KEEPING ON
 JQ0617'MAIN-TRAVELED RD. FOR 4.6 MI. TO GOLDYKE, TAKE LEFT FORK ABOUT 100
 JQ0617'YARDS N. OF MILL RUINS, DRIVE 0.7 MI. AND TAKE RIGHT FORK, DRIVE 0.4
 JQ0617'MI. AND CONTINUE STRAIGHT AHEAD AT X-RDS., DRIVE 1.6 MI. AND TAKE LEFT
 JQ0617'FORK UP WASH, DRIVE 1.4 MI. AND LEAVE TRUCK, WALK UP RAVINE TO RIGHT
 JQ0617'(E.) FOR ABOUT 0.4 MI., TURN RIGHT ONTO RIDGE, TURN LEFT ON RIDGE
 JQ0617'CREST AND FOLLOW TO STATION.  ABOUT 20 MINUTES WALK FROM TRUCK.
 JQ0617'
 JQ0617'STATION MARK--STANDARD TABLET STAMPED---DAWSON 1944---, CEMENTED IN
 JQ0617'ROCK LEDGE ON HIGHEST PART OF TOP.
 JQ0617'
 JQ0617'RM NO. 1--STANDARD REFERENCE MARK TABLET CEMENTED IN LEDGE.
 JQ0617'
 JQ0617'RM NO. 2--1-INCH DRILL HOLE IN ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1661 ***********************************************************************
 KR1661  DESIGNATION -  DAYTON
 KR1661  PID         -  KR1661
 KR1661  STATE/COUNTY-  NV/LYON
 KR1661  USGS QUAD   -  DAYTON (1993)
 KR1661
 KR1661                         *CURRENT SURVEY CONTROL
 KR1661  ___________________________________________________________________
 KR1661* NAD 83(1994)-  39 13 48.52977(N)    119 35 58.32334(W)     ADJUSTED  
 KR1661* NAVD 88     -      1403.5    (meters)    4605.     (feet)  VERTCON   
 KR1661  ___________________________________________________________________
 KR1661  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 KR1661  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR1661
 KR1661  HORZ ORDER  -  FIRST
 KR1661
 KR1661.The horizontal coordinates were established by classical geodetic methods
 KR1661.and adjusted by the National Geodetic Survey in June 1998..
 KR1661
 KR1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1661
 KR1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1661
 KR1661.The geoid height was determined by GEOID03.
 KR1661
 KR1661;                    North         East     Units Scale Factor Converg.
 KR1661;SPC NV W     - 4,497,638.432   712,263.903   MT  0.99999475   -0 38 33.8
 KR1661;SPC NV W     -14,756,002.09  2,336,819.16   sFT  0.99999475   -0 38 33.8
 KR1661;UTM  11      - 4,345,537.203   275,617.248   MT  1.00021996   -1 38 41.0
 KR1661
 KR1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1661!SPC NV W     -   0.99978366  x   0.99999475  =   0.99977841
 KR1661!UTM  11      -   0.99978366  x   1.00021996  =   1.00000357
 KR1661
 KR1661|---------------------------------------------------------------------|
 KR1661| PID    Reference Object                     Distance      Geod. Az  |
 KR1661|                                                           dddmmss.s |
 KR1661| DB7156 DAYTON RM 1                           8.744 METERS 00343     |
 KR1661| DB7157 DAYTON RM 2                           7.866 METERS 10145     |
 KR1661| KR1662 RIVER                               APPROX. 2.5 KM 2302919.8 |
 KR1661|---------------------------------------------------------------------|
 KR1661
 KR1661                          SUPERSEDED SURVEY CONTROL
 KR1661
 KR1661  NAD 83(1992)-  39 13 48.53226(N)    119 35 58.31586(W) AD(       ) 1
 KR1661  NAD 83(1986)-  39 13 48.52944(N)    119 35 58.29461(W) AD(       ) 1
 KR1661  NAD 27      -  39 13 48.84200(N)    119 35 54.66400(W) AD(       ) 1
 KR1661  NGVD 29 (07/19/86) 1402.4    (m)         4601.     (f) VERT ANG       
 KR1661
 KR1661.Superseded values are not recommended for survey control.
 KR1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1661.See file dsdata.txt to determine how the superseded data were derived.
 KR1661
 KR1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7561745537(NAD 83)
 KR1661_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1661_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KR1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1661+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 KR1661
 KR1661  HISTORY     - Date     Condition        Report By
 KR1661  HISTORY     - 1951     MONUMENTED       CGS
 KR1661  HISTORY     - 20011019 GOOD             NVGS
 KR1661
 KR1661                          STATION DESCRIPTION
 KR1661
 KR1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1661'THE STATION IS LOCATED ON A LOW MESA ABOUT 0.5 MILE AIR LINE
 KR1661'WEST OF DAYTON AND ABOUT 0.25 MILE NORTH OF U.S. HIGHWAY 50.
 KR1661'IT IS A STANDARD STATION MARK DISK SET IN A CONCRETE CYLINDER
 KR1661'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS STAMPED
 KR1661'DAYTON 1951.
 KR1661'
 KR1661'REFERENCE MARK NUMBER 1 IS ABOUT THE SAME ELEVATION AS THE
 KR1661'STATION.  IT IS A STANDARD REFERENCE MARK DISK SET IN A CONCRETE
 KR1661'CYLINDER WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK
 KR1661'IS STAMPED DAYTON NO 1 1951.
 KR1661'
 KR1661'REFERENCE MARK NUMBER 2 IS ABOUT THE SAME ELEVATION AS THE
 KR1661'STATION.  IT IS A STANDARD REFERENCE MARK DISK SET IN A
 KR1661'CONCRETE CYLINDER WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 KR1661'THE MARK IS STAMPED DAYTON NO 2 1951.
 KR1661'
 KR1661'TRIANGULATION STATION RIVER (USGS) CAN BE USED FOR AN AZIMUTH,
 KR1661'SEE DESCRIPTION THEREOF.
 KR1661'
 KR1661'TO REACH FROM THE POST OFFICE IN DAYTON, GO WEST ON U.S.
 KR1661'HIGHWAY 50 FOR ABOUT 100 FEET.  KEEP STRAIGHT AHEAD ON THE
 KR1661'DIRT ROAD AND GO 0.4 MILE TO A FORK.  TAKE THE LEFT FORK AND
 KR1661'GO 0.1 MILE TO DIM TRACKS LEADING UP RIDGE TO RIGHT.  TURN
 KR1661'RIGHT AND FOLLOW THE DIM TRACKS ALONG THE NORTHWEST SIDE OF
 KR1661'A CEMETERY AND UP THE RIDGE FOR 0.15 MILE.  TURN LEFT AND
 KR1661'DRIVE SOUTHERLY ACROSS COUNTRY FOR 0.15 MILE TO THE STATION.
 KR1661'A DRIVE STATION.
 KR1661
 KR1661                          STATION RECOVERY (2001)
 KR1661
 KR1661'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR1661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1660 ***********************************************************************
 KR1660  DESIGNATION -  DAYTON LETTER D
 KR1660  PID         -  KR1660
 KR1660  STATE/COUNTY-  NV/LYON
 KR1660  USGS QUAD   -  DAYTON (1993)
 KR1660
 KR1660                         *CURRENT SURVEY CONTROL
 KR1660  ___________________________________________________________________
 KR1660* NAD 83(1994)-  39 11 58.34218(N)    119 34 14.58341(W)     ADJUSTED  
 KR1660* NAVD 88     -                                                        
 KR1660  ___________________________________________________________________
 KR1660  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 KR1660  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 KR1660
 KR1660  HORZ ORDER  -  THIRD
 KR1660
 KR1660.The horizontal coordinates were established by classical geodetic methods
 KR1660.and adjusted by the National Geodetic Survey in June 1998..
 KR1660
 KR1660
 KR1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1660
 KR1660.The geoid height was determined by GEOID03.
 KR1660
 KR1660;                    North         East     Units Scale Factor Converg.
 KR1660;SPC NV W     - 4,494,213.105   714,714.882   MT  0.99998953   -0 37 26.7
 KR1660;SPC NV W     -14,744,764.16  2,344,860.41   sFT  0.99998953   -0 37 26.7
 KR1660;UTM  11      - 4,342,068.785   278,008.502   MT  1.00020682   -1 37 31.5
 KR1660
 KR1660                          SUPERSEDED SURVEY CONTROL
 KR1660
 KR1660  NAD 83(1992)-  39 11 58.34394(N)    119 34 14.57446(W) AD(       ) 4
 KR1660  NAD 83(1986)-  39 11 58.34107(N)    119 34 14.55036(W) AD(       ) 4
 KR1660  NAD 27      -  39 11 58.65000(N)    119 34 10.92500(W) AD(       ) 3
 KR1660
 KR1660.Superseded values are not recommended for survey control.
 KR1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1660.See file dsdata.txt to determine how the superseded data were derived.
 KR1660
 KR1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7800942069(NAD 83)
 KR1660
 KR1660  HISTORY     - Date     Condition        Report By
 KR1660  HISTORY     - 1951     MONUMENTED       CGS
 KR1660
 KR1660                          STATION DESCRIPTION
 KR1660
 KR1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1660'THE STATION IS LOCATED ON THE NORTH SIDE OF A HILL ABOUT 1 MILE
 KR1660'SOUTH OF DAYTON.  IT IS A LARGE LETTER D MADE OUT OF WHITE
 KR1660'WASHED ROCKS.
 KR1660'
 KR1660'THE UPPER LEFT HAND EDGE OF THE LETTER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0431 ***********************************************************************
 KP0431  DESIGNATION -  DE BERNARDI
 KP0431  PID         -  KP0431
 KP0431  STATE/COUNTY-  NV/WHITE PINE
 KP0431  USGS QUAD   -  DIAMOND PEAK (1990)
 KP0431
 KP0431                         *CURRENT SURVEY CONTROL
 KP0431  ___________________________________________________________________
 KP0431* NAD 83(1994)-  39 37 17.00083(N)    115 45 49.86547(W)     ADJUSTED  
 KP0431* NAVD 88     -      1791.     (meters)    5876.     (feet)  SCALED    
 KP0431  ___________________________________________________________________
 KP0431  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 KP0431  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 KP0431
 KP0431  HORZ ORDER  -  FIRST
 KP0431
 KP0431.The horizontal coordinates were established by classical geodetic methods
 KP0431.and adjusted by the National Geodetic Survey in June 1998..
 KP0431
 KP0431.The orthometric height was scaled from a topographic map.
 KP0431
 KP0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0431
 KP0431.The geoid height was determined by GEOID03.
 KP0431
 KP0431;                    North         East     Units Scale Factor Converg.
 KP0431;SPC NV E     - 8,540,594.663   184,501.603   MT  0.99990296   -0 06 54.4
 KP0431;SPC NV E     -28,020,267.66    605,319.01   sFT  0.99990296   -0 06 54.4
 KP0431;UTM  11      - 4,386,466.438   606,099.265   MT  0.99973859   +0 47 18.2
 KP0431
 KP0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0431!SPC NV E     -   0.99972226  x   0.99990296  =   0.99962524
 KP0431!UTM  11      -   0.99972226  x   0.99973859  =   0.99946092
 KP0431
 KP0431|---------------------------------------------------------------------|
 KP0431| PID    Reference Object                     Distance      Geod. Az  |
 KP0431|                                                           dddmmss.s |
 KP0431| DD4827 DE BERNARDI RM 1                     14.229 METERS 17805     |
 KP0431| DD4826 DE BERNARDI AZ MK                                  1851610.7 |
 KP0431| DD4828 DE BERNARDI RM 2                     18.837 METERS 26511     |
 KP0431|---------------------------------------------------------------------|
 KP0431
 KP0431                          SUPERSEDED SURVEY CONTROL
 KP0431
 KP0431  NAD 83(1986)-  39 37 16.99770(N)    115 45 49.86385(W) AD(       ) 1
 KP0431  NAD 27      -  39 37 17.25300(N)    115 45 46.68300(W) AD(       ) 1
 KP0431
 KP0431.Superseded values are not recommended for survey control.
 KP0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0431.See file dsdata.txt to determine how the superseded data were derived.
 KP0431
 KP0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD0609986466(NAD 83)
 KP0431_MARKER: DS = TRIANGULATION STATION DISK
 KP0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0431
 KP0431  HISTORY     - Date     Condition        Report By
 KP0431  HISTORY     - 1938     MONUMENTED       CGS
 KP0431  HISTORY     - 1949     GOOD             CGS
 KP0431
 KP0431                          STATION DESCRIPTION
 KP0431
 KP0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (ACT)
 KP0431'STATION IS 8.8 METERS E OF THE MAIN ROAD UP NEWARK VALLEY,
 KP0431'1.8 MILES S OF THE HANDLEY RANCH AND 18.7 MILES N OF U.S. HIGHWAY
 KP0431'NO. 50.
 KP0431'
 KP0431'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KP0431'BRONZE DISKS SET IN CONCRETE.
 KP0431'
 KP0431'STATION MARK IS A STANDARD STATION DISK SET IN THE TOP OF A 10-
 KP0431'BY 12-INCH CONCRETE POST, STAMPED DE BERNARDI 1938.  PROJECTS 10
 KP0431'INCHES.
 KP0431'
 KP0431'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK SET IN THE
 KP0431'TOP OF A 10- BY 12-INCH CONCRETE POST, S OF STATION, STAMPED
 KP0431'DE BERNARDI NO. 1 1938, 9 METERS E OF ROAD.  REFERENCE MARK
 KP0431'NO. 2 IS A STANDARD REFERENCE DISK SET IN THE TOP OF A 10- BY
 KP0431'12-INCH CONCRETE POST, W OF STATION, STAMPED DE BERNARDI NO. 2
 KP0431'1938, 10 METERS W OF ROAD.
 KP0431'
 KP0431'AZIMUTH MARK IS 50 YARDS W OF ROAD TO STATION, STAMPED DE BERNARDI
 KP0431'1938, PROJECTS 10 INCHES.
 KP0431'
 KP0431'THERE IS A 4X4-INCH STAKE, PAINTED WHITE, SET 1.525 METERS
 KP0431'(5.00 FEET), E OF STATION, PROJECTS 2.10 FEET.
 KP0431'
 KP0431'REACHED FROM EUREKA AS FOLLOWS--GO S AND E ON U.S. HIGHWAY NO. 50
 KP0431'FOR 14.0 MILES, TURN LEFT ONTO A GRADED ROAD AND FOLLOW N FOR
 KP0431'16.9 MILES TO THE HANDLEY RANCH.  CONTINUE N PAST THE RANCH FOR
 KP0431'1.8 MILES TO THE STATION ON E SIDE OF ROAD.
 KP0431
 KP0431                          STATION RECOVERY (1949)
 KP0431
 KP0431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GES)
 KP0431'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  ORIGINAL
 KP0431'DESCRIPTION IS ADEQUATE FOR REACHING THIS STATION.  ONLY ONE
 KP0431'CHANGE IS NECESSARY--MILEAGE FROM EUREKA TO NEW HIGHWAY N IS 15.9
 KP0431'MILES INSTEAD OF 14.0.  THENCE ON A NEW GRAVELED HIGHWAY 18.8
 KP0431'MILES TO POINT OPPOSITE STATION.  TURN RIGHT AND GO E 0.2 MILE TO
 KP0431'STATION.  STATION MARK IS AN OLD TRIPOD SURROUNDED BY LARGE ROCK
 KP0431'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0635 ***********************************************************************
 LQ0635  DESIGNATION -  DEAD
 LQ0635  PID         -  LQ0635
 LQ0635  STATE/COUNTY-  NV/ELKO
 LQ0635  USGS QUAD   -  FERGUSON MTN (1980)
 LQ0635
 LQ0635                         *CURRENT SURVEY CONTROL
 LQ0635  ___________________________________________________________________
 LQ0635* NAD 83(1994)-  40 24 54.48267(N)    114 11 25.01711(W)     ADJUSTED  
 LQ0635* NAVD 88     -      1799.20   (+/-2cm)    5902.9    (feet)  VERTCON   
 LQ0635  ___________________________________________________________________
 LQ0635  LAPLACE CORR-          -6.34  (seconds)                    DEFLEC99
 LQ0635  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 LQ0635
 LQ0635  HORZ ORDER  -  THIRD
 LQ0635  VERT ORDER  -  THIRD ? (See Below)
 LQ0635
 LQ0635.The horizontal coordinates were established by classical geodetic methods
 LQ0635.and adjusted by the National Geodetic Survey in June 1998..
 LQ0635
 LQ0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0635.The vertical order pertains to the NGVD 29 superseded value.
 LQ0635
 LQ0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0635
 LQ0635.The geoid height was determined by GEOID03.
 LQ0635
 LQ0635;                    North         East     Units Scale Factor Converg.
 LQ0635;SPC NV E     - 8,629,635.618   318,224.534   MT  1.00007200   +0 54 11.7
 LQ0635;SPC NV E     -28,312,396.19  1,044,041.66   sFT  1.00007200   +0 54 11.7
 LQ0635;SPC UT C     - 2,234,557.179   271,709.479   MT  0.99995003   -1 43 24.0
 LQ0635;UTM  11      - 4,477,625.958   738,393.360   MT  1.00029962   +1 49 20.8
 LQ0635
 LQ0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0635!SPC NV E     -   0.99972073  x   1.00007200  =   0.99979271
 LQ0635!SPC UT C     -   0.99972073  x   0.99995003  =   0.99967077
 LQ0635!UTM  11      -   0.99972073  x   1.00029962  =   1.00002026
 LQ0635
 LQ0635:                Primary Azimuth Mark                     Grid Az
 LQ0635:SPC NV E     -  R 191                                    050 28 12.5
 LQ0635:SPC UT C     -  R 191                                    053 05 48.2
 LQ0635:UTM  11      -  R 191                                    049 33 03.4
 LQ0635
 LQ0635|---------------------------------------------------------------------|
 LQ0635| PID    Reference Object                     Distance      Geod. Az  |
 LQ0635|                                                           dddmmss.s |
 LQ0635| LQ0169 R 191                                              0512224.2 |
 LQ0635| DD4829 DEAD RM 1                            11.417 METERS 24105     |
 LQ0635| DD4830 DEAD RM 2                            10.755 METERS 34015     |
 LQ0635|---------------------------------------------------------------------|
 LQ0635
 LQ0635                          SUPERSEDED SURVEY CONTROL
 LQ0635
 LQ0635  NAD 83(1994)-  40 24 54.48271(N)    114 11 25.01684(W) AD(       ) 3
 LQ0635  NAD 83(1986)-  40 24 54.47540(N)    114 11 25.01375(W) AD(       ) 3
 LQ0635  NAD 27      -  40 24 54.72011(N)    114 11 21.96611(W) AD(       ) 3
 LQ0635  NGVD 29 (07/19/86) 1798.09   (m)         5899.2    (f) LEVELING    3  
 LQ0635
 LQ0635.Superseded values are not recommended for survey control.
 LQ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0635.See file dsdata.txt to determine how the superseded data were derived.
 LQ0635
 LQ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE3839377626(NAD 83)
 LQ0635_MARKER: DS = TRIANGULATION STATION DISK
 LQ0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0635
 LQ0635  HISTORY     - Date     Condition        Report By
 LQ0635  HISTORY     - 1956     MONUMENTED       CGS
 LQ0635
 LQ0635                          STATION DESCRIPTION
 LQ0635
 LQ0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (CAA)
 LQ0635'THE STATION IS LOCATED ABOUT 24 MILES AIRLINE SOUTH-SOUTHWEST
 LQ0635'OF WENDOVER, UTAH.  1-1/4 MILES SOUTHWEST OF THE FERGUSON SPRINGS
 LQ0635'MAINTENANCE STATION AND ALONG THE NORTHWEST SIDE OF U.S. HIGHWAY
 LQ0635'50 ALTERNATE.
 LQ0635'
 LQ0635'TO REACH THE STATION FROM MC GILL GO NORTHEAST ALONG U.S. HIGHWAYS
 LQ0635'50 ALTERNATE AND 93 FOR ABOUT 47 MILES TO THE JUNCTION OF THE
 LQ0635'HIGHWAYS A SERVICE STATION ON THE RIGHT.  CONTINUE NORTHEAST
 LQ0635'ALONG U.S. HIGHWAY 50 ALTERNATE FOR 33.8 MILES TO A SIGN ON
 LQ0635'THE LEFT (IBAPAH, PARTOUN, GOLDHILL) CONTINUE ALONG THE HIGHWAY
 LQ0635'FOR 1.7 MILES TO A SIDE ROAD ON THE LEFT WHICH PARALLELS THE
 LQ0635'HIGHWAY.  TURN LEFT ALONG THE SIDE ROAD FOR 0.05 MILE TO THE
 LQ0635'STATION ON THE LEFT JUST ABOVE A CUT IN THE HIGHWAY.  THE
 LQ0635'AZIMUTH MARK IS 0.55 MILE SOUTHEAST ALONG THE HIGHWAY FROM
 LQ0635'THE SIDE ROAD DESCRIBED ABOVE.
 LQ0635'
 LQ0635'THE STATION MARK IS A STANDARD DISK STAMPED DEAD 1965.  IT IS
 LQ0635'SET IN TOP OF A 14 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 LQ0635'8 INCHES.  IT IS 57-1/2 FEET WEST OF THE GRADED ROAD AND 7.6 FEET
 LQ0635'SOUTHWEST OF THE WITNESS POST.
 LQ0635'
 LQ0635'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DEAD NO 1 1965.
 LQ0635'IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LQ0635'6 INCHES.  IT IS 74-1/2 FEET WEST OF THE GRADED ROAD AND 45 FEET
 LQ0635'SOUTHWEST OF THE WITNESS POST.
 LQ0635'
 LQ0635'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DEAD NO 2 1965.
 LQ0635'IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LQ0635'4 INCHES.  IT IS 70 FEET WEST OF THE GRADED ROAD AND 33-1/2 FEET
 LQ0635'NORTHWEST OF THE WITNESS POST.
 LQ0635'
 LQ0635'THE AZIMUTH MARK IS A COAST AND GEODETIC SURVEY BENCH MARK STAMPED
 LQ0635'R 191 1958.  IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK
 LQ0635'WHICH PROJECTS ABOUT 6 INCHES.  IT IS ABOUT 100 YARDS SOUTH OF A
 LQ0635'DEEP HIGHWAY CUT, 86-1/2 FEET NORTH-NORTHEAST OF A GUARD RAIL,
 LQ0635'50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 17 FEET WEST OF
 LQ0635'TELEPHONE POLE NUMBER 5.
 LQ0635'
 LQ0635'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1689 ***********************************************************************
 KR1689  DESIGNATION -  DEADMAN
 KR1689  PID         -  KR1689
 KR1689  STATE/COUNTY-  NV/DOUGLAS
 KR1689  USGS QUAD   -  GLENBROOK (1992)
 KR1689
 KR1689                         *CURRENT SURVEY CONTROL
 KR1689  ___________________________________________________________________
 KR1689* NAD 83(1994)-  39 06 40.67413(N)    119 57 02.65666(W)     ADJUSTED  
 KR1689* NAVD 88     -      2132.0    (meters)    6995.     (feet)  VERTCON   
 KR1689  ___________________________________________________________________
 KR1689  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 KR1689  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 KR1689
 KR1689  HORZ ORDER  -  FIRST
 KR1689
 KR1689.The horizontal coordinates were established by classical geodetic methods
 KR1689.and adjusted by the National Geodetic Survey in June 1998..
 KR1689
 KR1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1689
 KR1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1689
 KR1689.The geoid height was determined by GEOID03.
 KR1689
 KR1689;                    North         East     Units Scale Factor Converg.
 KR1689;SPC NV W     - 4,484,843.507   681,741.962   MT  1.00007215   -0 51 45.7
 KR1689;SPC NV W     -14,714,024.07  2,236,681.75   sFT  1.00007215   -0 51 45.7
 KR1689;SPC CA 2     -   662,360.049 2,177,211.630   MT  0.99991478   +1 17 31.2
 KR1689;SPC CA 2     - 2,173,092.93  7,143,068.49   sFT  0.99991478   +1 17 31.2
 KR1689;UTM  11      - 4,333,273.969   244,867.946   MT  1.00040157   -1 51 44.7
 KR1689;UTM  10      - 4,333,555.658   763,652.450   MT  1.00045601   +1 55 28.8
 KR1689
 KR1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1689!SPC NV W     -   0.99966937  x   1.00007215  =   0.99974149
 KR1689!SPC CA 2     -   0.99966937  x   0.99991478  =   0.99958418
 KR1689!UTM  11      -   0.99966937  x   1.00040157  =   1.00007080
 KR1689!UTM  10      -   0.99966937  x   1.00045601  =   1.00012523
 KR1689
 KR1689                          SUPERSEDED SURVEY CONTROL
 KR1689
 KR1689  NAD 83(1992)-  39 06 40.67292(N)    119 57 02.65521(W) AD(       ) 1
 KR1689  NAD 83(1986)-  39 06 40.65458(N)    119 57 02.62400(W) AD(       ) 1
 KR1689  NAD 27      -  39 06 40.98200(N)    119 56 58.96300(W) AD(       ) 1
 KR1689  NGVD 29 (07/19/86) 2130.8    (m)         6991.     (f) VERT ANG       
 KR1689
 KR1689.Superseded values are not recommended for survey control.
 KR1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1689.See file dsdata.txt to determine how the superseded data were derived.
 KR1689
 KR1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4486833274(NAD 83)
 KR1689_MARKER: B = BOLT
 KR1689_SETTING: 80 = SET IN A BOULDER
 KR1689_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KR1689_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1689+STABILITY: SURFACE MOTION
 KR1689
 KR1689  HISTORY     - Date     Condition        Report By
 KR1689  HISTORY     - 1893     MONUMENTED       CGS
 KR1689  HISTORY     - 1922     GOOD             CGS
 KR1689  HISTORY     - 1950     GOOD             CGS
 KR1689  HISTORY     - 1954     GOOD             USGS
 KR1689  HISTORY     - 1967     GOOD             USGS
 KR1689  HISTORY     - 1981     GOOD             NGS
 KR1689  HISTORY     - 1981     GOOD             CGS
 KR1689
 KR1689                          STATION DESCRIPTION
 KR1689
 KR1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (WBF)
 KR1689'JUST NORTH OF GLENBROOK, ON THE HIGHEST PART OF A ROUGH ROCKY
 KR1689'POINT, KNOWN AS DEADMANS POINT, ON THE EAST SIDE OF LAKE
 KR1689'TAHOE.  THE HILL IS ABOUT 800 FEET ABOVE THE LEVEL OF THE
 KR1689'LAKE, AND THE TOP OF IT IS COMPOSED OF ENORMOUS GRANITE BOULDERS.
 KR1689'THE STATION IS ON THE HIGHEST PART OF THE HILL AND IS MARKED
 KR1689'BY A HALF-INCH COPPER BOLT IN A DRILL HOLE IN THE TOP OF A
 KR1689'LARGE IRREGULAR GRANITE BOULDER ABOUT 10 BY 15 FEET IN CROSS
 KR1689'SECTION AND 25 FEET HIGH.
 KR1689
 KR1689                          STATION RECOVERY (1922)
 KR1689
 KR1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (FLP)
 KR1689'RECOVERED AS DESCRIBED.  REOCCUPIED FOR SECONDARY TRIANGULATION
 KR1689'OF LAKE TAHOE, JULY 1922.
 KR1689
 KR1689                          STATION RECOVERY (1950)
 KR1689
 KR1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (SLC)
 KR1689'STATION WAS RECOVERED AS DESCRIBED.  THE LARGE BOULDER IN WHICH
 KR1689'THE MARK IS SET IS SPLIT VERTICALLY ABOUT 10 INCHES S OF THE
 KR1689'MARK.  ALTHOUGH THE ORIGINAL DESCRIPTION MAKES NO MENTION OF
 KR1689'THE SPLIT, IT IS BELIEVED THAT IT WAS THERE WHEN THE STATION
 KR1689'WAS SET BECAUSE THE FLAT SPOT IN WHICH THE STATION IS LOCATED
 KR1689'HAS BEEN CAUSED BY A LARGE CHIP BREAKING OUT, AND THIS
 KR1689'APPARENTLY HAPPENED WHEN THE BOULDER SPLIT.
 KR1689'
 KR1689'TO REACH FROM HIGHWAY 50 S OF GLENBROOK, PROCEED 0.9 MILE ON
 KR1689'THE GLENBROOK ROAD, THENCE LEFT ON A DIRT ROAD 0.4 MILE TO A
 KR1689'FORK, THENCE LEFT 0.5 MILE TO A HAIRPIN LEFT TURN AND A FIELD
 KR1689'GATE ON THE RIGHT.  FROM HERE, PROCEED ON FOOT NW UP THE HILL,
 KR1689'FOLLOWING RAVINE.  THE LOWER SECTION IS STEEP BUT THE UPPER
 KR1689'SECTION OF THE RAVINE IS EASY GOING AND LEADS N INTO A SADDLE
 KR1689'DIRECTLY S OF THE SUMMIT ON WHICH THE STATION IS LOCATED.
 KR1689
 KR1689                          STATION RECOVERY (1954)
 KR1689
 KR1689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KR1689'RECOVERED AS DESCRIBED.  STATION MARK IN GOOD CONDITION (BOLT).
 KR1689'
 KR1689'REVISED TO REACH FOLLOWS--TO REACH FROM GLENBROOK HOTEL ON EAST
 KR1689'SHORE OF LAKE TAHOE, DRIVE 0.1 MI N. ON PAVED RD.  TURN LEFT
 KR1689'0.3 MI TO RD. FORKS.  TAKE LEFT FORK (DIRT RD.) FOLLOWING IT ON
 KR1689'WEST SIDE OF GOLF COURSE 0.9 MI TO RD. FORKS.  TAKE RIGHT FORK
 KR1689'PASSING THROUGH WIRE GATE 0.6 MI TO SMALL BRIDGE AND END OF RD.
 KR1689'PACK W. UP RIDGE TO HIGHEST POINT AND STATION.  ABOUT A 1/2-HOUR
 KR1689'PACK.
 KR1689
 KR1689                          STATION RECOVERY (1967)
 KR1689
 KR1689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1689'RECOVERED AS REDESCRIBED.
 KR1689
 KR1689                          STATION RECOVERY (1981)
 KR1689
 KR1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (LBG)
 KR1689'THE STATION MARK WAS RECOVERED AS DESCRIBED.  REFERENCE MARKS 1,
 KR1689'2, AND 3 WERE RECENTLY ESTABLISHED BY THE CALIFORNIA STATE LAND
 KR1689'COMMISSION.  THERE WAS NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH
 KR1689'MARK BUT THE ROOF POLE, WITH A RED LIGHT MOUNTED ATOP OF IT, ON
 KR1689'THE CAL-NEVA HOTEL ON THE NORTH SHORE OF LAKE TAHOE WAS OBSERVED.
 KR1689'THE ROUTE TO THE STATION HAS CHANGED AND A NEW DESCRIPTION
 KR1689'FOLLOWS.
 KR1689'
 KR1689'THE STATION IS LOCATED 2.8 KM (1.75 MI) NORTH-NORTHWEST OF
 KR1689'GLENBROOK, 0.4 KM (0.25 MI) SOUTH OF ORMSBY-DOUGLAS COUNTY
 KR1689'LINE, ON WHAT IS LOCALLY KNOWN AS DEADMAN POINT.  CONTACT
 KR1689'GLENBROOK REALTY, GLENBROOK NV, PHONE 749 5663.
 KR1689'
 KR1689'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND THE
 KR1689'CALIFORNIA-NEVADA STATE LINE AT SOUTH LAKE TAHOE, DRIVE NORTH
 KR1689'ON US HIGHWAY 50 FOR 11.6 KM (7.2 MI) TO A HIGHWAY TUNNEL.
 KR1689'CONTINUE THROUGH THE TUNNEL FOR 3.54 KM (2.2 MI) TO THE GLENBROOK
 KR1689'POST OFFICE AND FIRESTATION ON THE RIGHT.  CONTINUE NORTH ON THE
 KR1689'HIGHWAY FOR 0.81 KM (0.5 MI) TO A ROAD ON THE LEFT.  TURN LEFT
 KR1689'THROUGH THE GLENBROOK ESTATES GUARD GATE, PROCEED 50 METERS (160
 KR1689'FT) TO A Y-FORK.  KEEP THE RIGHT FORK AND DRIVE NORTHEAST ON OLD
 KR1689'HIGHWAY 50 ROAD FOR 1.3 KM (0.8 MI).  TURN LEFT AND DRIVE NORTH ON
 KR1689'PRAY MEADOW ROAD FOR 1.2 KM (0.75 MI) TO THE GLENBROOK GOLF
 KR1689'COURSE CLUB HOUSE.  KEEP LEFT AND DRIVE NORTHWEST AND NORTH ON
 KR1689'BLACK TOPPED ROAD FOR 0.9 KM (0.45 MI) TO THE NORTHWEST END OF
 KR1689'GOLF COURSE.  CONTINUE NORTHERLY THROUGH PRIVATE HOMES, NOW UNDER
 KR1689'CONSTRUCTION, FOR 0.3 KM (0.2 MI) TO A CROSSROAD.  CONTINUE STRAIGHT
 KR1689'AHEAD DOWNHILL FOR 0.02 KM (0.05 MI) TO THE END OF BLACK TOPPED
 KR1689'ROAD.  TURN RIGHT AND DRIVE NORTH ON GRAVELED ROAD ALONG POWERLINE
 KR1689'FOR 0.4 KM (0.2 MI) TO A Y-FORK.  KEEP LEFT FORK BEARING TO WEST
 KR1689'AROUND A CURVE FOR ABOUT 60 METERS (200 FT).  TURN RIGHT, NORTH,
 KR1689'OFF ROAD FOR ABOUT 90 METERS (300 FT) TO THE END OF TRUCK TRAVEL.
 KR1689'PACK NORTH UP A STEEP RAVINE FOR ABOUT 274 METERS (300 YARDS).
 KR1689'THENCE CONTINUE PACKING NORTH-NORTHEAST UP THE BOTTOM OF A GENTLE
 KR1689'TIMBER FILLED VALLEY FOR ABOUT 0.8 KM (0.5 MI) TO A Y-FORK IN
 KR1689'RAVINES AT THE HEAD OF THE VALLEY.  KEEP THE LEFT RAVINE AND PACK
 KR1689'NORTH UP THE STEEP SLOPE FOR ABOUT 0.17 KM (0.15 MI) TO A SUMMIT
 KR1689'IN A RIDGE SADDLE.  TURN LEFT, WEST, AND PACK UP BRUSHY SLOPE
 KR1689'FOR ABOUT 150 METERS (500 FT) TO A LARGE MASS OF ROCKS, THE
 KR1689'HIGHEST SUMMIT OF THE MOUNTAIN AND THE STATION.  THE TOTAL PACK
 KR1689'TIME WITH A LOAD IS ABOUT ONE HOUR.
 KR1689'
 KR1689'THE STATION IS A BRASS ROD 2 CM (3/4-INCH) IN DIAMETER WITH A
 KR1689'PUNCH MARK IN THE TOP,
 KR1689'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS THE HIGHEST POINT
 KR1689'ON THE HILL.  THE ROD PROJECTS 8 CM (3-1/4 INCHES) ABOVE THE
 KR1689'BOULDER AND IS JUST NORTH OF THE HIGHEST POINT.  IT IS LOCATED
 KR1689'2.0 METERS (6.6 FT) NORTH FROM THE SOUTH END AND HIGHEST POINT OF
 KR1689'THE BOULDER, AND
 KR1689'1.0 METER (3.3 FT) SOUTH FROM THE NORTH EDGE OF THE BOULDER.
 KR1689'
 KR1689'REFERENCE MARK NUMBER 01 IS A STANDARD CASLC DISK 7 CM IN DIAMETER
 KR1689'STAMPED---DEADMAN RM NO-1 1981---,
 KR1689'EPOXIED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER
 KR1689'PROJECTING NEAR THE EAST EDGE OF STATION SUMMIT.  THAT IS
 KR1689'1.5 METERS (5 FT) LONG AND 1.5 METERS (5 FT) TALL.
 KR1689'MARK IS BELOW STATION 3.0 METERS.
 KR1689'
 KR1689'REFERENCE MARK NUMBER 02 IS A STANDARD CASLC DISK 7 CM IN DIAMETER
 KR1689'STAMPED---DEADMAN RM NO-2 1981---,
 KR1689'SET INTO A BOULDER OF 3 METERS (9.8 FT) LARGEST DIMENSION.
 KR1689'THE BOULDER IS ABOUT 2 METERS (6.5 FT) HIGH AND IS JUST NORTHEAST
 KR1689'OF A LARGER BOULDER.
 KR1689'MARK IS BELOW STATION 2.0 METERS.
 KR1689'
 KR1689'REFERENCE MARK NUMBER 03 IS A STANDARD CASLC DISK 7 CM IN DIAMETER
 KR1689'STAMPED---DEADMAN RM-3 1981---,
 KR1689'SET INTO A BOULDER OF 3 METERS (9.8 FT) LARGEST DIMENSION.
 KR1689'THE BOULDER IS LOCATED ON THE NORTHWEST EDGE OF THE HILL AND JUST
 KR1689'WEST OF A LARGER BOULDER.
 KR1689'MARK IS BELOW STATION 2.8 METERS.
 KR1689'
 KR1689'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 KR1689
 KR1689                          STATION RECOVERY (1981)
 KR1689
 KR1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981 (LBG)
 KR1689'THE STATION WAS RECOVERED AS DESCRIBED BY J. D. KELLY, SLC 1950.
 KR1689'
 KR1689'NEAR GLENBROOK ON THE HIGHEST PART OF A ROUGH, ROCK POINT, KNOWN AS
 KR1689'DEADMANS POINT, ON THE EASTERN SIDE OF LAKE TAHOE.  THE STATION IS
 KR1689'ON THE HIGHEST PART OF A HILL APPROXIMATELY 800 FEET ABOVE THE
 KR1689'SURFACE OF THE LAKE, SAID HILLTOP BEING COMPOSED OF ENORMOUS
 KR1689'GRANITE BOULDERS.  THE STATION IS MARKED BY A 1/2 INCH
 KR1689'COPPER BOLT IN A DRILL HOLE IN THE TOP OF AN IRREGULAR GRANITE
 KR1689'BOULDER ABOUT 10 BY 15 FEET IN CROSS SECTION AND 25 FEET HIGH.
 KR1689'DUE TO THE TREACHEROUS NATURE OF THIS LOCALITY, USE GREAT CAUTION
 KR1689'IN CLIMBING THE STATION BOULDER.
 KR1689'
 KR1689'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 50 AND GLENBROOK
 KR1689'RD., TURN A HARD RIGHT (NORTH) ONTO GLENBROOK RD., PASS THROUGH THE
 KR1689'GLENBROOK PROPERTY GATE AND GO 300 FEET TO A FORK IN THE ROAD AND
 KR1689'JUNCTION OF OLD HWY 50 AND GLENBROOK RD.  BEAR LEFT AND WIND ALONG
 KR1689'GLENBROOK ROAD 0.5 MILES TO THE GLENBROOK REALTY.  SECURE
 KR1689'PERMISSION HERE TO PASS OVER THE GLENBROOK PROPERTY ENROUTE TO
 KR1689'STATION DEADMAN.  RETURN TO THE JUNCTION OF OLD HWY 50 AND
 KR1689'GLENBROOK ROAD AND PROCEED EAST ON OLD HWY 50, FOR 0.6 MILES TO DRY
 KR1689'MEADOW ROAD, TURN LEFT (NORTH) ONTO DRY MEADOW ROAD AND WIND
 KR1689'0.4 MILES TO PRAY MEADOW ROAD.  TURN RIGHT (NORTH) ONTO PRAY
 KR1689'MEADOW ROAD AND WIND 0.3 MILES TO A FORK IN THE ROAD.  BEAR LEFT
 KR1689'AT THE FORK, AND WIND 0.4 MILES TO A Y INTERSECTION.  BEAR LEFT
 KR1689'AND WIND 0.4 MILES TO ANOTHER FORK IN THE ROAD AND THE END OF
 KR1689'TRUCK TRAVEL.  PASS THROUGH THE LOCKED GATE ON THE RIGHT FORK AND GO
 KR1689'0.1 MILE ALONG A DIRT ROAD TO A ROCK OUTCROP 30 FEET TALL.  LEAVE
 KR1689'THE DIRT ROAD, PASSING SOUTHERLY OF THE OUTCROP AND PACK
 KR1689'WESTERLY 300 FEET TO A STEEP RAVINE RUNNING SOUTHEAST.  PACK
 KR1689'NORTHWESTERLY UP THE RAVINE PASSING OVER A SADDLE.  THENCE
 KR1689'DESCENDING AND CROSSING A NORTH/SOUTH RAVINE, PACK
 KR1689'NORTHWESTERLY UP THE HILL TO A HIGH SADDLE.  THENCE PACK SOUTHWEST
 KR1689'ALONG A ROCKY RIDGE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1828 ***********************************************************************
 GR1828  DESIGNATION -  DEAN
 GR1828  PID         -  GR1828
 GR1828  STATE/COUNTY-  NV/CLARK
 GR1828  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR1828
 GR1828                         *CURRENT SURVEY CONTROL
 GR1828  ___________________________________________________________________
 GR1828* NAD 83(1994)-  36 49 08.73518(N)    114 22 18.11812(W)     ADJUSTED  
 GR1828* NAVD 88     -       819.0    (meters)    2687.     (feet)  VERTCON   
 GR1828  ___________________________________________________________________
 GR1828  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 GR1828  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 GR1828
 GR1828  HORZ ORDER  -  SECOND
 GR1828
 GR1828.The horizontal coordinates were established by classical geodetic methods
 GR1828.and adjusted by the National Geodetic Survey in June 1998..
 GR1828
 GR1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1828
 GR1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1828
 GR1828.The geoid height was determined by GEOID03.
 GR1828
 GR1828;                    North         East     Units Scale Factor Converg.
 GR1828;SPC NV E     - 8,230,238.393   308,096.003   MT  1.00004391   +0 43 34.3
 GR1828;SPC NV E     -27,002,040.46  1,010,811.64   sFT  1.00004391   +0 43 34.3
 GR1828;UTM  11      - 4,078,027.768   734,432.071   MT  1.00027712   +1 34 33.0
 GR1828
 GR1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1828!SPC NV E     -   0.99987559  x   1.00004391  =   0.99991950
 GR1828!UTM  11      -   0.99987559  x   1.00027712  =   1.00015268
 GR1828
 GR1828:                Primary Azimuth Mark                     Grid Az
 GR1828:SPC NV E     -  LOS ANGELES SALT LK AWY BCN 32           056 17 56.1
 GR1828:UTM  11      -  LOS ANGELES SALT LK AWY BCN 32           055 26 57.4
 GR1828
 GR1828|---------------------------------------------------------------------|
 GR1828| PID    Reference Object                     Distance      Geod. Az  |
 GR1828|                                                           dddmmss.s |
 GR1828| GR1830 LOS ANGELES SALT LK AWY BCN 32      APPROX. 7.6 KM 0570130.4 |
 GR1828| CC4630 DEAN RM 1                            18.401 METERS 08235     |
 GR1828| CC4631 DEAN RM 2                             8.932 METERS 18655     |
 GR1828|---------------------------------------------------------------------|
 GR1828
 GR1828                          SUPERSEDED SURVEY CONTROL
 GR1828
 GR1828  NAD 83(1994)-  36 49 08.73460(N)    114 22 18.11657(W) AD(       ) 2
 GR1828  NAD 83(1992)-  36 49 08.73364(N)    114 22 18.11726(W) AD(       ) 2
 GR1828  NAD 83(1986)-  36 49 08.72832(N)    114 22 18.11351(W) AD(       ) 2
 GR1828  NAD 27      -  36 49 08.82500(N)    114 22 15.19100(W) AD(       ) 2
 GR1828  NGVD 29 (07/19/86)  818.3    (m)         2685.     (f) VERT ANG       
 GR1828
 GR1828.Superseded values are not recommended for survey control.
 GR1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1828.See file dsdata.txt to determine how the superseded data were derived.
 GR1828
 GR1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3443278028(NAD 83)
 GR1828_MARKER: DS = TRIANGULATION STATION DISK
 GR1828_SETTING: 80 = SET IN A BOULDER
 GR1828_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GR1828
 GR1828  HISTORY     - Date     Condition        Report By
 GR1828  HISTORY     - 1956     MONUMENTED       CGS
 GR1828  HISTORY     - 1968     GOOD             CGS
 GR1828  HISTORY     - 1970     GOOD             USAF
 GR1828  HISTORY     - 1971     GOOD             LAWPC
 GR1828
 GR1828                          STATION DESCRIPTION
 GR1828
 GR1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NES)
 GR1828'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF GLENDALE,
 GR1828'14 MILES NORTHWEST OF BUNKERSVILLE AND ABOUT 4-1/2 MILES NORTH
 GR1828'OF U.S. HIGHWAY 91 ON A SMALL LOW SANDY AND WHITE LOOKING
 GR1828'RIDGE.  IT IS THE FIRST RIDGE NORTH OF THE HIGHWAY.
 GR1828'
 GR1828'THE STATION IS ON THE HIGHEST POINT OF RIDGE.  IT IS A STANDARD
 GR1828'DISK SET IN A DRILL HOLE IN ROCK AND IT IS STAMPED DEAN 1956
 GR1828'AND PROJECTS ABOUT 3 INCHES.
 GR1828'
 GR1828'REFERENCE MARK NO. 1 IS ON THE SAME ELEVATION AS THE STATION.
 GR1828'IT IS A STANDARD DISK STAMPED DEAN NO 1 1956 AND PROJECTS
 GR1828'ABOUT 6 INCHES.
 GR1828'
 GR1828'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN ROCK AND IT
 GR1828'IS STAMPED DEAN NO 2 1956 AND IT IS FLUSH WITH THE GROUND
 GR1828'SURFACE.
 GR1828'
 GR1828'TO REACH FROM THE STANDARD SERVICE STATION IN GLENDALE, GO
 GR1828'EASTERLY ON U.S. HIGHWAY 91 FOR 2.3 MILE TO THE JUNCTION OF
 GR1828'STATE HIGHWAY 12, CONTINUE EAST ON U.S. HIGHWAY 91 FOR 10.55
 GR1828'MILE TO A T ROAD LEFT (NORTH) AND A SIGN CARP AND ELGIN TURN
 GR1828'LEFT (NORTH) AS PER SIGN AND FOLLOW MAIN TRAVELED ROAD FOR 3.15
 GR1828'MILE TO THE TELEPHONE LINE CROSSING, CONTINUE NORTH ON TRACK
 GR1828'ROAD FOR 1.2 MILE TO A LOW RIDGE ON THE EAST SIDE OF TRACK
 GR1828'ROAD, TURN RIGHT EAST AND MAKE WAY TO TOP AND HIGHEST POINT
 GR1828'OF RIDGE AND STATION A DISTANCE OF 0.15 MILE.
 GR1828
 GR1828                          STATION RECOVERY (1968)
 GR1828
 GR1828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WFF)
 GR1828'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 GR1828'NUMBER 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 GR1828'DESCRIPTION TO REACH THE STATION FOLLOWS.
 GR1828'
 GR1828'TO REACH THE STATION FROM GLENDALE, GO EAST ON INTERSTATE
 GR1828'HIGHWAY 15 FOR 9.0 MILES TO THE CARP AND ELGIN TURN OFF.  TAKE
 GR1828'THE CARP AND ELGIN ROAD AND GO EAST AND NORTH FOR 7.3 MILES TO
 GR1828'THE TELEPHONE LINE CROSSING.  CONTINUE NORTH FOR 1.0 MILE TO A
 GR1828'DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST UP TO THE
 GR1828'TOP OF A SMALL RIDGE, TURN RIGHT AND FOLLOW THE RIDGE SOUTH FOR
 GR1828'0.15 MILE TO THE STATION.
 GR1828'
 GR1828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15.0 MILES
 GR1828'NORTHEAST OF GLENDALE, 4.5 MILES NORTH OF INTERSTATE HIGHWAY
 GR1828'15 AND 0.3 MILE EAST OF THE CARP AND ELGIN ROAD.
 GR1828
 GR1828                          STATION RECOVERY (1970)
 GR1828
 GR1828'RECOVERY NOTE BY US AIR FORCE 1970 (TGO)
 GR1828'RECOVERED IN SECTION 10, R68E, T13S ABOUT 150 YARDS EAST OF
 GR1828'A GRAVEL ROAD ON A LOW SAND HILL AND MARKED WITH A WOODEN
 GR1828'WITNESS POST.  THE MARK IS STAMPED DEAN 1956.
 GR1828
 GR1828                          STATION RECOVERY (1971)
 GR1828
 GR1828'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GR1828'DEAN 1956-GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8037 ***********************************************************************
 AH8037  DESIGNATION -  DEAN
 AH8037  PID         -  AH8037
 AH8037  STATE/COUNTY-  NV/EUREKA
 AH8037  USGS QUAD   -  CORTEZ (1986)
 AH8037
 AH8037                         *CURRENT SURVEY CONTROL
 AH8037  ___________________________________________________________________
 AH8037* NAD 83(1994)-  40 09 45.71985(N)    116 34 57.48367(W)     ADJUSTED  
 AH8037* NAVD 88     -      2793.8    (meters)    9166.     (feet)  VERTCON   
 AH8037  ___________________________________________________________________
 AH8037  LAPLACE CORR-          11.72  (seconds)                    DEFLEC99
 AH8037  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 AH8037
 AH8037  HORZ ORDER  -  THIRD
 AH8037
 AH8037.The horizontal coordinates were established by classical geodetic methods
 AH8037.and adjusted by the National Geodetic Survey in February 1999..
 AH8037
 AH8037.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8037
 AH8037.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8037
 AH8037.The geoid height was determined by GEOID03.
 AH8037
 AH8037;                    North         East     Units Scale Factor Converg.
 AH8037;SPC NV E     - 8,601,155.007   114,876.484   MT  0.99998917   -0 38 40.4
 AH8037;SPC NV E     -28,218,956.05    376,890.60   sFT  0.99998917   -0 38 40.4
 AH8037;UTM  11      - 4,445,899.068   535,541.562   MT  0.99961555   +0 16 09.1
 AH8037
 AH8037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8037!SPC NV E     -   0.99956511  x   0.99998917  =   0.99955428
 AH8037!UTM  11      -   0.99956511  x   0.99961555  =   0.99918082
 AH8037
 AH8037                          SUPERSEDED SURVEY CONTROL
 AH8037
 AH8037  NGVD 29 (02/26/99) 2792.6    (m)         9162.     (f) VERT ANG       
 AH8037
 AH8037.Superseded values are not recommended for survey control.
 AH8037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8037.See file dsdata.txt to determine how the superseded data were derived.
 AH8037
 AH8037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE3554245899(NAD 83)
 AH8037_MARKER: DS = TRIANGULATION STATION DISK
 AH8037_SETTING: 80 = SET IN A BOULDER
 AH8037_PROJECTION: FLUSH
 AH8037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8037+STABILITY: SURFACE MOTION
 AH8037
 AH8037  HISTORY     - Date     Condition        Report By
 AH8037  HISTORY     - 1937     MONUMENTED       USGS
 AH8037
 AH8037                          STATION DESCRIPTION
 AH8037
 AH8037'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 AH8037'LOCATED 1.6 MI N. AND 0.8 MI E. OF CORTEZ, 0.5 MI W. OF DIVIDE ON
 AH8037'SPUR. ON HIGHEST PEAK OF SOUTHERN HALF OF CORTEZ RANGE CALLED TENABO
 AH8037'PEAK. TOP IS A RIDGE 300 YARDS LONG. STATION IS ON PINNACLE IN THE
 AH8037'MIDDLE.
 AH8037'TO REACH FROM CRESCENT VALLEY STORE, DRIVE 11.7 MI SE. ON STATE HWY.
 AH8037'21. TAKE LEFT FORK 6.2 MI ACROSS VALLEY TO X-RD. TAKE RIGHT FORK ON
 AH8037'GRAVEL RD. 4.9 MI TO Y-RD. TO CORTEZ. KEEP STRAIGHT AHEAD ON GRAVEL
 AH8037'RD. 2.1 MI TO T-RD, TURN LEFT 0.7 MI TO DIM X-RD. KEEP STRAIGHT AHEAD
 AH8037'0.35 HI TO REVERSE-Y. KEEP RIGHT 0.75 MI TO JCT. AND SWITCHBACK. KEEP
 AH8037'RIGHT ON NEWLY-GRADED MAIN RD. UP DRAIN THENCE ALONG SIDE HILLS
 AH8037'THROUGH SADDLE 3.6 MI TO Y-RD. ON RIDGE.    . KEEP LEFT FOLLOWING
 AH8037'RIDGE WNW. 0.6 MI TO END OF TRUCK TRAVEL. IN N.-S. RIDGE OF TOP. A
 AH8037'15-MINUTE PACK.
 AH8037'STATION MARK--STANDARD TABLET STAMPED---DEAN 1937---, CEMENTED IN
 AH8037'ROCK.
 AH8037'RM 1--STANDARD RM TABLET STAMPED---1---, CEMENTED IN ROCK.
 AH8037'RM 2--STANDARD RM TABLET STAMPED---2---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0456 ***********************************************************************
 KQ0456  DESIGNATION -  DEE
 KQ0456  PID         -  KQ0456
 KQ0456  STATE/COUNTY-  NV/LANDER
 KQ0456  USGS QUAD   -  EMIGRANT PEAK (1980)
 KQ0456
 KQ0456                         *CURRENT SURVEY CONTROL
 KQ0456  ___________________________________________________________________
 KQ0456* NAD 83(1994)-  39 26 32.80254(N)    117 24 13.11393(W)     ADJUSTED  
 KQ0456* NAVD 88     -      2436.0    (meters)    7992.     (feet)  VERTCON   
 KQ0456  ___________________________________________________________________
 KQ0456  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 KQ0456  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 KQ0456
 KQ0456  HORZ ORDER  -  FIRST
 KQ0456
 KQ0456.The horizontal coordinates were established by classical geodetic methods
 KQ0456.and adjusted by the National Geodetic Survey in June 1998..
 KQ0456
 KQ0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0456
 KQ0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0456
 KQ0456.The geoid height was determined by GEOID03.
 KQ0456
 KQ0456;                    North         East     Units Scale Factor Converg.
 KQ0456;SPC NV C     - 6,520,972.907   436,563.921   MT  0.99994953   -0 28 05.6
 KQ0456;SPC NV C     -21,394,225.28  1,432,293.46   sFT  0.99994953   -0 28 05.6
 KQ0456;SPC NV W     - 4,521,377.888   901,544.100   MT  1.00002691   +0 44 58.3
 KQ0456;SPC NV W     -14,833,887.29  2,957,815.93   sFT  1.00002691   +0 44 58.3
 KQ0456;UTM  11      - 4,365,954.794   465,266.532   MT  0.99961485   -0 15 23.2
 KQ0456
 KQ0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0456!SPC NV C     -   0.99962144  x   0.99994953  =   0.99957099
 KQ0456!SPC NV W     -   0.99962144  x   1.00002691  =   0.99964834
 KQ0456!UTM  11      -   0.99962144  x   0.99961485  =   0.99923644
 KQ0456
 KQ0456:                Primary Azimuth Mark                     Grid Az
 KQ0456:SPC NV C     -  AUSTIN STOKES CASTLE                     078 51 13.6
 KQ0456:SPC NV W     -  AUSTIN STOKES CASTLE                     077 38 09.7
 KQ0456:UTM  11      -  AUSTIN STOKES CASTLE                     078 38 31.2
 KQ0456
 KQ0456|---------------------------------------------------------------------|
 KQ0456| PID    Reference Object                     Distance      Geod. Az  |
 KQ0456|                                                           dddmmss.s |
 KQ0456| KQ0438 AUSTIN STOKES CASTLE                APPROX.28.4 KM 0782308.0 |
 KQ0456| DA8985 DEE RM 1                              8.022 METERS 18032     |
 KQ0456| DA8984 DEE AZ MK                                          2175507.0 |
 KQ0456| DA8986 DEE RM 2                              6.922 METERS 27441     |
 KQ0456|---------------------------------------------------------------------|
 KQ0456
 KQ0456                          SUPERSEDED SURVEY CONTROL
 KQ0456
 KQ0456  NAD 83(1986)-  39 26 32.81037(N)    117 24 13.10248(W) AD(       ) 1
 KQ0456  NAD 27      -  39 26 33.08500(N)    117 24 09.74700(W) AD(       ) 1
 KQ0456  NGVD 29 (07/19/86) 2434.7    (m)         7988.     (f) VERT ANG       
 KQ0456
 KQ0456.Superseded values are not recommended for survey control.
 KQ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0456.See file dsdata.txt to determine how the superseded data were derived.
 KQ0456
 KQ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD6526765955(NAD 83)
 KQ0456_MARKER: DS = TRIANGULATION STATION DISK
 KQ0456_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0456+STABILITY: POSITION/ELEVATION WELL
 KQ0456
 KQ0456  HISTORY     - Date     Condition        Report By
 KQ0456  HISTORY     - 1954     MONUMENTED       CGS
 KQ0456  HISTORY     - 1955     GOOD             CGS
 KQ0456  HISTORY     - 1958     GOOD             CGS
 KQ0456  HISTORY     - 1966     GOOD             CGS
 KQ0456  HISTORY     - 1969     GOOD             USGS
 KQ0456
 KQ0456                          STATION DESCRIPTION
 KQ0456
 KQ0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0456'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF U.S. HIGHWAY 50,
 KQ0456'20 MILES WEST OF AUSTIN AND 26 MILES NORTHEAST OF EASTGATE
 KQ0456'ON THE HIGHEST POINT OF A ROUND TOP HILL.  THIS HILL IS THE
 KQ0456'HIGHEST IN THE VICINITY AND HAS SCATTERED TREES ON THE SIDES
 KQ0456'AND TOP.
 KQ0456'
 KQ0456'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN, GO WEST
 KQ0456'ON U.S. HIGHWAY 50 FOR 20.7 MILES TO A SIDE ROAD RIGHT, NORTH,
 KQ0456'AT THE SUMMIT OF THE FIRST PASS AFTER LEAVING THE REESE RIVER
 KQ0456'VALLEY.  TURN NORTH, THEN WEST AND GO FOR 1.0 MILE TO A T ROAD
 KQ0456'RIGHT.  TURN RIGHT AND GO NORTH FOR 2.0 MILES TO A Y ROAD,
 KQ0456'TAKE THE RIGHT FORK AND FOLLOW THE TRACK ROAD FOR 2.0 MILES TO
 KQ0456'TWO JUNIPER TREES IN A WASH, ON THE LEFT SIDE OF THE ROAD.
 KQ0456'TURN LEFT OFF THE ROAD AND GO ACROSS COUNTRY TOWARD THE
 KQ0456'HIGHEST HILL FOR 1.85 MILES TO A LARGE WASH.  FOLLOW THE WASH,
 KQ0456'EAST, FOR 0.8 MILE, HERE LEAVE THE WASH AND WORK YOUR WAY
 KQ0456'UP THE RIDGES AS FAR AS POSSIBLE.  FROM HERE PACK EAST
 KQ0456'AND NORTH TO THE HIGHEST POINT AND THE STATION.
 KQ0456'
 KQ0456'THE STATION IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 KQ0456'BEDROCK THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED DEE 1954.
 KQ0456'
 KQ0456'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 KQ0456'BEDROCK THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED DEE
 KQ0456'NO 1 1954 AND IS 3 FEET LOWER THAN THE STATION.
 KQ0456'
 KQ0456'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KQ0456'IN BEDROCK THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 KQ0456'STAMPED DEE NO 2 1954.
 KQ0456'
 KQ0456'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A 2-INCH
 KQ0456'SOILPIPE THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS
 KQ0456'STAMPED DEE 1954.  THE MARK IS 8 FEET NORTH OF THE NORTHERN
 KQ0456'MOST OF TWO TIN WATER TANKS, 8 FEET SOUTHWEST OF A WELL AND
 KQ0456'1 FOOT NORTHEAST OF A 20 FOOT POLE WITH A PULLEY ATTACHED TO
 KQ0456'THE TOP.  TO REACH THE AZIMUTH MARK FROM THE Y ROAD ON THE WAY
 KQ0456'TO THE STATION, TAKE THE LEFT FORK AND FOLLOW IT FOR 1.6 MILES
 KQ0456'TO THE WELL AND WATER TANKS AND THE AZIMUTH MARK AS DESCRIBED.
 KQ0456'
 KQ0456'THIS STATION IS ABOUT A 2 HOUR PACK.
 KQ0456
 KQ0456                          STATION RECOVERY (1955)
 KQ0456
 KQ0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KQ0456'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED,
 KQ0456'AS DESCRIBED IN THE 1954 DATA, AND FOUND TO BE IN GOOD CONDITION.
 KQ0456'THE AZIMUTH MARK WAS NOT RECOVERED AT THIS TIME, HOWEVER THE
 KQ0456'1954 DESCRIPTION FOR THE AZIMUTH MARK SHOULD BE ADEQUATE.  A
 KQ0456'BETTER WAY TO REACH THE STATION WAS FOUND AS FOLLOWS.
 KQ0456'
 KQ0456'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN GO WEST
 KQ0456'ON U.S. HIGHWAY 50 FOR 14.7 MILES TO A GRAVEL ROAD AND SIGN NEW
 KQ0456'PASS MINE 19 ON THE RIGHT.  TURN RIGHT (NORTH) AND GO 1.0 MILE
 KQ0456'TO A DIM TRACK ROAD LEFT.  TURN LEFT (WESTERLY) AND GO ABOUT 5.1
 KQ0456'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 1.5 MILES TO A FORK
 KQ0456'AT THE TOP OF A RIDGE.  TAKE THE LEFT FORK (SOUTHWESTERLY)
 KQ0456'AROUND THE SIDE OF A HILL TO A SADDLE, THENCE UP THE SIDE OF
 KQ0456'THE STATION HILL, FOR A TOTAL OF 0.9 MILE TO THE END OF TRUCK
 KQ0456'TRAVEL.  PACK WESTERLY UP THE HILL TO THE HIGHEST POINT AND
 KQ0456'THE STATION.  THIS IS ABOUT A 15 MINUTE PACK.  A 4-WHEEL DRIVE
 KQ0456'JEEP IS REQUIRED FOR THIS STATION.
 KQ0456
 KQ0456                          STATION RECOVERY (1958)
 KQ0456
 KQ0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KQ0456'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 KQ0456'AND ARE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED
 KQ0456'AT THIS TIME, HOWEVER THE 1954 DESCRIPTION FOR THE AZIMUTH MARK
 KQ0456'SHOULD BE ADEQUATE.  TO REACH THE STATION AT THIS TIME THE 1955
 KQ0456'DESCRIPTION WAS USED.  A COMPLETE DESCRIPTION FOLLOWS.
 KQ0456'
 KQ0456'STATION IS LOCATED, AIRLINE, ABOUT 6 MILES NORTH OF U.S. HIGHWAY
 KQ0456'50, 20 MILES WEST OF AUSTIN, 26 MILES NORTHEAST OF EASTGATE AND
 KQ0456'ON THE HIGHEST POINT OF A ROUND TOPPED HILL THAT IS THE HIGHEST
 KQ0456'IN THE VICINITY AND HAS SCATTERED TREES ON THE SIDES AND TOP.
 KQ0456'
 KQ0456'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY
 KQ0456'50 AND STATE HIGHWAY 8A ABOUT 1 MILE WEST OF AUSTIN, GO WESTERLY
 KQ0456'ON U.S. HIGHWAY 50 FOR 13.8 MILES TO A SIDE ROAD ON THE RIGHT
 KQ0456'AT A SIGN NEW PASS MINE 19.  TURN RIGHT, AS PER SIGN, AND GO
 KQ0456'1.0 MILE TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND FOLLOW
 KQ0456'THE DIM TRACK ROAD WESTERLY UP THE SLOPE, WASH AND HILLS FOR
 KQ0456'4.8 MILES TO A SMALL VALLEY AND A SHARP WASH CROSSING.
 KQ0456'CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.6 MILE TO WHERE THE
 KQ0456'ROAD ENTERS AND BEARS LEFT UP A STEEP WASH.  TURN LEFT ON
 KQ0456'THE ROAD UP THE WASH AND GO 0.5 MILE TO A SMALL SADDLE.
 KQ0456'BEAR LEFT AND FOLLOW THE TRACK ROAD ALONG THE SIDE OF THE
 KQ0456'RIDGE, SOUTHWESTERLY, FOR 0.9 MILE TO A SADDLE AT THE EAST BASE
 KQ0456'OF THE STATION MOUNTAIN AND THE END OF TRUCK TRAVEL.
 KQ0456'PACK WEST UP THE STEEP SLOPE TO THE HIGHEST POINT AND THE
 KQ0456'STATION.  THIS IS ABOUT A 20 MINUTE PACK.  NOTE--A FOUR WHEEL
 KQ0456'DRIVE TRUCK IS NECESSARY FOR THIS STATION.
 KQ0456'
 KQ0456'STATION MARK, STAMPED DEE 1954, IS A STANDARD DISK CEMENTED IN
 KQ0456'A DRILL HOLE IN OUTCROPPING BEDROCK 2 FEET LONG AND 1/2 FOOT
 KQ0456'WIDE AND FLUSH WITH THE GROUND.
 KQ0456'
 KQ0456'REFERENCE MARK NUMBER 1, STAMPED DEE NO 1 1954, IS A STANDARD
 KQ0456'DISK CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BEDROCK LEDGE
 KQ0456'THAT PROJECTS 1 FOOT ON THE LOWER SIDE AND IS ABOUT 3 FEET LOWER
 KQ0456'THAN THE STATION MARK.
 KQ0456'
 KQ0456'REFERENCE MARK NUMBER 2, STAMPED DEE NO 2 1954, IS A STANDARD
 KQ0456'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 KQ0456'PROJECTS 3 INCHES AND IS ABOUT 1 FOOT LOWER THAN THE STATION
 KQ0456'MARK.
 KQ0456
 KQ0456                          STATION RECOVERY (1966)
 KQ0456
 KQ0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KQ0456'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE
 KQ0456'1958 RECOVERY NOTE AND FOUND IN GOOD CONDITION.  THE DESCRIPTION
 KQ0456'IS ADEQUATE.
 KQ0456'
 KQ0456'THE STATION WAS USED FOR CHECK ANGLE PURPOSE ONLY AT THIS DATE.
 KQ0456'
 KQ0456'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 KQ0456'WEST OF AUSTIN
 KQ0456
 KQ0456                          STATION RECOVERY (1969)
 KQ0456
 KQ0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KQ0456'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-2, STATION 1005.
 KQ0456'REACHED BY HELICOPTER 1965. STATION MARK--A STANDARD DISK
 KQ0456'STAMPED---DEE 1954---, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS
 KQ0456'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1638 ***********************************************************************
 KR1638  DESIGNATION -  DEE
 KR1638  PID         -  KR1638
 KR1638  STATE/COUNTY-  NV/LYON
 KR1638  USGS QUAD   -  FLOWERY PEAK (1994)
 KR1638
 KR1638                         *CURRENT SURVEY CONTROL
 KR1638  ___________________________________________________________________
 KR1638* NAD 83(1994)-  39 16 56.57089(N)    119 33 01.32817(W)     ADJUSTED  
 KR1638* NAVD 88     -      1326.54   (+/-2cm)    4352.2    (feet)  VERTCON   
 KR1638  ___________________________________________________________________
 KR1638  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 KR1638  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR1638
 KR1638  HORZ ORDER  -  FIRST
 KR1638  VERT ORDER  -  THIRD ? (See Below)
 KR1638
 KR1638.The horizontal coordinates were established by classical geodetic methods
 KR1638.and adjusted by the National Geodetic Survey in June 1998..
 KR1638
 KR1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1638.The vertical order pertains to the NGVD 29 superseded value.
 KR1638
 KR1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1638
 KR1638.The geoid height was determined by GEOID03.
 KR1638
 KR1638;                    North         East     Units Scale Factor Converg.
 KR1638;SPC NV W     - 4,503,390.550   716,570.726   MT  0.99998567   -0 36 44.3
 KR1638;SPC NV W     -14,774,873.83  2,350,949.12   sFT  0.99998567   -0 36 44.3
 KR1638;UTM  11      - 4,351,214.321   280,025.015   MT  1.00019584   -1 36 55.4
 KR1638
 KR1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1638!SPC NV W     -   0.99979573  x   0.99998567  =   0.99978140
 KR1638!UTM  11      -   0.99979573  x   1.00019584  =   0.99999153
 KR1638
 KR1638:                Primary Azimuth Mark                     Grid Az
 KR1638:SPC NV W     -  F 200                                    053 03 57.4
 KR1638:UTM  11      -  F 200                                    054 04 08.5
 KR1638
 KR1638|---------------------------------------------------------------------|
 KR1638| PID    Reference Object                     Distance      Geod. Az  |
 KR1638|                                                           dddmmss.s |
 KR1638| KR1046 F 200                               APPROX. 3.1 KM 0522713.1 |
 KR1638| DB7161 DEE RM 1                              7.983 METERS 14847     |
 KR1638| KR1043 D 200                                 6.448 METERS 24240     |
 KR1638|---------------------------------------------------------------------|
 KR1638
 KR1638                          SUPERSEDED SURVEY CONTROL
 KR1638
 KR1638  NAD 83(1992)-  39 16 56.57450(N)    119 33 01.32135(W) AD(       ) 1
 KR1638  NAD 83(1986)-  39 16 56.57396(N)    119 33 01.30179(W) AD(       ) 1
 KR1638  NAD 27      -  39 16 56.88200(N)    119 32 57.67600(W) AD(       ) 1
 KR1638  NGVD 29 (07/19/86) 1325.50   (m)         4348.7    (f) LEVELING    3  
 KR1638
 KR1638.Superseded values are not recommended for survey control.
 KR1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1638.See file dsdata.txt to determine how the superseded data were derived.
 KR1638
 KR1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8002551214(NAD 83)
 KR1638_MARKER: DS = TRIANGULATION STATION DISK
 KR1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1638
 KR1638  HISTORY     - Date     Condition        Report By
 KR1638  HISTORY     - 1951     MONUMENTED       CGS
 KR1638  HISTORY     - 1966     GOOD             USGS
 KR1638
 KR1638                          STATION DESCRIPTION
 KR1638
 KR1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1638'THE STATION IS 4.05 MILES NORTH AND NORTHEAST ALONG U.S.
 KR1638'HIGHWAY 50 FROM DAYTON, AND ABOUT 1 MILE NORTH OF CARSON RIVER,
 KR1638'IN A SAGE BRUSH COVERED FLAT, 50 FEET SOUTHEAST OF THE CENTERLINE
 KR1638'OF U.S. HIGHWAY 50.
 KR1638'
 KR1638'THE STATION MARK, A STANDARD DISK STAMPED DEE 1951, IS SET IN
 KR1638'A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 KR1638'
 KR1638'REFERENCE MARK 1, A STANDARD DISK STAMPED DEE NO 1 1951, IS
 KR1638'SET IN A CONCRETE POST PROJECTING 2 INCHES.  IT IS ABOUT THE
 KR1638'SAME ELEVATION AS THE STATION MARK.
 KR1638'
 KR1638'BENCH MARK D 200 (REFERENCE MARK 2), A STANDARD DISK STAMPED
 KR1638'D 200 1935, IS SET IN A CONCRETE POST PROJECTING 4 INCHES.
 KR1638'THE BENCH MARK IS 0.037 METER LOWER THAN THE STATION MARK.
 KR1638'
 KR1638'BENCH MARK F 200 (AZIMUTH MARK), A STANDARD DISK STAMPED F
 KR1638'200 1935, IS SET IN A CONCRETE POST PROJECTING 4 INCHES.  IT
 KR1638'IS 1.9 MILES NORTHEAST OF THE STATION AND 50 FEET NORTHWEST
 KR1638'OF A DIRT CROSS ROAD AND U.S. HIGHWAY 50.
 KR1638
 KR1638                          STATION RECOVERY (1966)
 KR1638
 KR1638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KR1638'STATION MARK--STANDARD DISC STAMPED---DEE 1951---, IS SET IN A CON-
 KR1638'CRETE POST PROJECTING 2 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0456 ***********************************************************************
 MU0456  DESIGNATION -  DEEP
 MU0456  PID         -  MU0456
 MU0456  STATE/COUNTY-  NV/ELKO
 MU0456  USGS QUAD   -  CHICKEN CREEK SUMMIT (1987)
 MU0456
 MU0456                         *CURRENT SURVEY CONTROL
 MU0456  ___________________________________________________________________
 MU0456* NAD 83(1994)-  41 32 11.34787(N)    116 06 06.77276(W)     ADJUSTED  
 MU0456* NAVD 88     -      2300.1    (meters)    7546.     (feet)  VERTCON   
 MU0456  ___________________________________________________________________
 MU0456  LAPLACE CORR-           9.45  (seconds)                    DEFLEC99
 MU0456  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 MU0456
 MU0456  HORZ ORDER  -  SECOND
 MU0456
 MU0456.The horizontal coordinates were established by classical geodetic methods
 MU0456.and adjusted by the National Geodetic Survey in June 1998..
 MU0456
 MU0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0456
 MU0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0456
 MU0456.The geoid height was determined by GEOID03.
 MU0456
 MU0456;                    North         East     Units Scale Factor Converg.
 MU0456;SPC NV E     - 8,753,351.064   156,731.794   MT  0.99992303   -0 20 37.9
 MU0456;SPC NV E     -28,718,285.95    514,210.89   sFT  0.99992303   -0 20 37.9
 MU0456;UTM  11      - 4,598,704.196   574,917.762   MT  0.99966907   +0 35 44.0
 MU0456
 MU0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0456!SPC NV E     -   0.99964205  x   0.99992303  =   0.99956511
 MU0456!UTM  11      -   0.99964205  x   0.99966907  =   0.99931124
 MU0456
 MU0456|---------------------------------------------------------------------|
 MU0456| PID    Reference Object                     Distance      Geod. Az  |
 MU0456|                                                           dddmmss.s |
 MU0456| DD4831 DEEP RM 1                             4.578 METERS 17533     |
 MU0456| DD4832 DEEP RM 2                             4.828 METERS 28446     |
 MU0456| MU0457 WHITE                               APPROX.11.3 KM 3180619.3 |
 MU0456|---------------------------------------------------------------------|
 MU0456
 MU0456                          SUPERSEDED SURVEY CONTROL
 MU0456
 MU0456  NAD 83(1986)-  41 32 11.34892(N)    116 06 06.76370(W) AD(       ) 2
 MU0456  NAD 27      -  41 32 11.69100(N)    116 06 03.44100(W) AD(       ) 2
 MU0456  NGVD 29 (07/19/86) 2298.9    (m)         7542.     (f) VERT ANG       
 MU0456
 MU0456.Superseded values are not recommended for survey control.
 MU0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0456.See file dsdata.txt to determine how the superseded data were derived.
 MU0456
 MU0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF7491898704(NAD 83)
 MU0456_MARKER: DS = TRIANGULATION STATION DISK
 MU0456_SETTING: 66 = SET IN ROCK OUTCROP
 MU0456
 MU0456  HISTORY     - Date     Condition        Report By
 MU0456  HISTORY     - 1956     MONUMENTED       CGS
 MU0456
 MU0456                          STATION DESCRIPTION
 MU0456
 MU0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MU0456'THE STATION IS LOCATED ABOUT 20 MILES, AIRLINE, SOUTH-SOUTHEAST
 MU0456'OF MOUNTAIN CITY, 18 MILES NORTH-NORTHEAST OF TUSCARORA AND 1.5
 MU0456'MILES EAST OF STATE HIGHWAY 11.  IT IS SITUATED ON THE SUMMIT OF
 MU0456'A ROCK AND BRUSH-COVERED RANGE OF HILLS WHICH LIE IN AN
 MU0456'EAST-WEST DIRECTION BETWEEN JACK CREEK AND DEEP CREEK.
 MU0456'
 MU0456'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND
 MU0456'11 AT TAYLOR CANYON, WHICH IS 7 MILES SOUTHEAST OF TUSCARORA,
 MU0456'DRIVE NORTH ON THE GRAVELED SURFACED STATE HIGHWAY 11 FOR 4.25
 MU0456'MILES TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD AND DRIVE NORTH
 MU0456'ON THE STATE HIGHWAY FOR 10.95 MILES TO JACK CREEK INN ON THE
 MU0456'RIGHT.  CONTINUE NORTHEAST ON THE HIGHWAY FOR 0.35 MILE TO A
 MU0456'Y-FORK.  KEEP THE RIGHT FORK FOR 0.05 MILE TO A WOODEN GATE.
 MU0456'PASS THROUGH THE GATE AND DRIVE EASTERLY ON THE BLADED ROAD
 MU0456'FOR 0.55 MILE TO A FENCE CORNER ON THE RIGHT AND A SMALL
 MU0456'VALLEY ON THE LEFT.  TURN LEFT AND DRIVE NORTHEAST UP THE
 MU0456'EAST SIDE OF THE VALLEY ON A DIM TRACK ROAD FOR 0.95 MILE.
 MU0456'AT THIS POINT, DRIVE EASTERLY UP GRASS COVERED SLOPE FOR 0.3
 MU0456'MILE TO THE SUMMIT OF A NORTH-SOUTH RIDGE, THENCE TURN LEFT AND
 MU0456'DRIVE NORTH AND NORTHWEST ALONG A TRAIL ON THE CREST OF THE
 MU0456'RIDGE FOR 0.65 MILE TO A GATE IN AN EAST-WEST FENCE.  PASS
 MU0456'THROUGH GATE AND DRIVE NORTHEAST FOR 0.15 MILE TO THE HEAD
 MU0456'OF A SPRING.  WITH A FOUR-WHEEL-DRIVE VEHICLE, DRIVE
 MU0456'NORTH UP STEEP BRUSH COVERED SLOPE FOR ABOUT 0.9 MILE TO
 MU0456'THE SUMMIT OF THE STATION RIDGE.  TURN LEFT AND DRIVE WEST
 MU0456'ALONG THE CREST OF THE RIDGE FOR 0.15 MILE TO THE HIGHEST
 MU0456'POINT AND STATION.
 MU0456'
 MU0456'THE STATION IS MARKED BY A STANDARD STATION MARK DISK WHICH
 MU0456'IS STAMPED DEEP 1948.  THE DISK IS CEMENTED IN A DRILL HOLE
 MU0456'IN BEDROCK WHICH IS FLUSH WITH THE GROUND AND 15 FEET NORTH
 MU0456'OF A WHITE WITNESS POST WHICH IS 4 INCHES SQUARE AND PROJECTS
 MU0456'30 INCHES ABOVE THE SURFACE OF THE GROUND.
 MU0456'
 MU0456'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED DEEP
 MU0456'NO 1 1948.  IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 MU0456'BEDROCK WHICH PROJECTS ABOUT 18 INCHES ABOVE THE SURFACE OF THE
 MU0456'GROUND.
 MU0456'
 MU0456'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED
 MU0456'DEEP NO 2 1948.  IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 MU0456'BEDROCK WHICH PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE OF THE
 MU0456'GROUND.
 MU0456'
 MU0456'A SUITABLE LOCATION FOR AN AZIMUTH MARK FOR THIS STATION WAS NOT
 MU0456'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0302 ***********************************************************************
 MV0302  DESIGNATION -  DEER
 MV0302  PID         -  MV0302
 MV0302  STATE/COUNTY-  NV/HUMBOLDT
 MV0302  USGS QUAD   -  HOBO CANYON (1972)
 MV0302
 MV0302                         *CURRENT SURVEY CONTROL
 MV0302  ___________________________________________________________________
 MV0302* NAD 83(1994)-  41 21 25.84424(N)    118 30 08.51618(W)     ADJUSTED  
 MV0302* NAVD 88     -      1932.3    (meters)    6340.     (feet)  VERTCON   
 MV0302  ___________________________________________________________________
 MV0302  LAPLACE CORR-          16.86  (seconds)                    DEFLEC99
 MV0302  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 MV0302
 MV0302  HORZ ORDER  -  FIRST
 MV0302
 MV0302.The horizontal coordinates were established by classical geodetic methods
 MV0302.and adjusted by the National Geodetic Survey in June 1998..
 MV0302
 MV0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0302
 MV0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0302
 MV0302.The geoid height was determined by GEOID03.
 MV0302
 MV0302;                    North         East     Units Scale Factor Converg.
 MV0302;SPC NV W     - 4,733,312.139   806,774.650   MT  0.99990056   +0 03 12.6
 MV0302;SPC NV W     -15,529,208.24  2,646,893.16   sFT  0.99990056   +0 03 12.6
 MV0302;UTM  11      - 4,579,497.329   374,331.450   MT  0.99979436   -0 59 34.1
 MV0302
 MV0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0302!SPC NV W     -   0.99970020  x   0.99990056  =   0.99960079
 MV0302!UTM  11      -   0.99970020  x   0.99979436  =   0.99949463
 MV0302
 MV0302|---------------------------------------------------------------------|
 MV0302| PID    Reference Object                     Distance      Geod. Az  |
 MV0302|                                                           dddmmss.s |
 MV0302| CD6361 DEER RM 1                             6.712 METERS 03806     |
 MV0302| MV0300 PARROT PEAK HIGHEST POINT           APPROX. 2.8 KM 0684202.7 |
 MV0302| MV0308 BUCKBRUSH                           APPROX.22.6 KM 2105929.7 |
 MV0302| CD6362 DEER RM 2                            14.200 METERS 29310     |
 MV0302|---------------------------------------------------------------------|
 MV0302
 MV0302                          SUPERSEDED SURVEY CONTROL
 MV0302
 MV0302  NAD 83(1986)-  41 21 25.85347(N)    118 30 08.51635(W) AD(       ) 1
 MV0302  NAD 27      -  41 21 26.21100(N)    118 30 04.93600(W) AD(       ) 1
 MV0302  NGVD 29 (11/16/90) 1931.2    (m)         6336.     (f) VERT ANG       
 MV0302
 MV0302.Superseded values are not recommended for survey control.
 MV0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0302.See file dsdata.txt to determine how the superseded data were derived.
 MV0302
 MV0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF7433179497(NAD 83)
 MV0302_MARKER: DS = TRIANGULATION STATION DISK
 MV0302_SETTING: 66 = SET IN ROCK OUTCROP
 MV0302
 MV0302  HISTORY     - Date     Condition        Report By
 MV0302  HISTORY     - 1935     MONUMENTED       CGS
 MV0302
 MV0302                          STATION DESCRIPTION
 MV0302
 MV0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 MV0302'STATION IS ON A ROCKY RIDGE THAT APPEARS FROM A DISTANCE
 MV0302'AS A ROCKY DOME ON THE W SLOPE OF THE JACKSON RANGE.  IT IS
 MV0302'ABOUT MIDWAY BETWEEN THE DEER CREEK RANCH AND THE JACKSON
 MV0302'CREEK RANCH, AND ABOUT HALF WAY UP THE SLOPE FROM THE DESERT
 MV0302'TO THE TOP OF THE RANGE.  IT IS 16 MILES SSW OF QUINN RIVER
 MV0302'CROSSING AND 3 MILES S OF THE DEER CREEK RANCH ON THE W
 MV0302'EDGE OF THE JACKSON RANGE.  THE STATION IS ON THE EASTERN
 MV0302'ONE OF SEVERAL ROCKY CRAGS ON THE RIDGE.  THERE IS A SADDLE
 MV0302'BETWEEN THE STATION AND THE MAIN RANGE.
 MV0302'
 MV0302'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 MV0302'OUTCROPPING BEDROCK.  REFERENCE MARKS
 MV0302'ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 MV0302'
 MV0302'TO REACH FROM QUINN RIVER CROSSING GO S ON THE WINNEMUCCA
 MV0302'HIGHWAY FOR 2.1 MILES, TURN RIGHT ON THE LEONARD CREEK ROAD
 MV0302'AND GO 5.1 MILES.  THE GRADED ROAD TURNS W ACROSS THE DESERT.
 MV0302'SIGNS READ LEONARD CREEK 15, WINNEMUCCA 77.  GO S ON THE
 MV0302'TRACK ROAD ALONG THE W BASE OF THE RANGE 6.1 MILES TO THE DEER
 MV0302'CREEK RANCH.  KEEP THE LEFT FORKS PASSING TO THE E OF THE
 MV0302'HOUSE AND GO S ON THE OLD SULPHUR ROAD 2.4 MILES.  TURN LEFT
 MV0302'ACROSS COUNTRY AND GO 0.4 MILE E TO THE BASE OF THE RIDGE.
 MV0302'STATION IS ABOUT 1-1/2 MILES E AND IS A HARD 2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0281 ***********************************************************************
 HP0281  DESIGNATION -  DEER
 HP0281  PID         -  HP0281
 HP0281  STATE/COUNTY-  NV/LINCOLN
 HP0281  USGS QUAD   -  URSINE (1972)
 HP0281
 HP0281                         *CURRENT SURVEY CONTROL
 HP0281  ___________________________________________________________________
 HP0281* NAD 83(1994)-  37 55 52.17935(N)    114 11 27.72544(W)     ADJUSTED  
 HP0281* NAVD 88     -      1856.6    (meters)    6091.     (feet)  VERTCON   
 HP0281  ___________________________________________________________________
 HP0281  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 HP0281  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 HP0281
 HP0281  HORZ ORDER  -  SECOND
 HP0281
 HP0281.The horizontal coordinates were established by classical geodetic methods
 HP0281.and adjusted by the National Geodetic Survey in June 1998..
 HP0281
 HP0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0281
 HP0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0281
 HP0281.The geoid height was determined by GEOID03.
 HP0281
 HP0281;                    North         East     Units Scale Factor Converg.
 HP0281;SPC NV E     - 8,353,877.783   322,393.960   MT  1.00008445   +0 51 21.5
 HP0281;SPC NV E     -27,407,680.69  1,057,720.85   sFT  1.00008445   +0 51 21.5
 HP0281;SPC UT S     - 3,143,742.262   263,462.408   MT  0.99995458   -1 38 55.5
 HP0281;UTM  11      - 4,201,898.914   746,874.376   MT  1.00035072   +1 43 39.3
 HP0281
 HP0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0281!SPC NV E     -   0.99971233  x   1.00008445  =   0.99979676
 HP0281!SPC UT S     -   0.99971233  x   0.99995458  =   0.99966693
 HP0281!UTM  11      -   0.99971233  x   1.00035072  =   1.00006295
 HP0281
 HP0281|---------------------------------------------------------------------|
 HP0281| PID    Reference Object                     Distance      Geod. Az  |
 HP0281|                                                           dddmmss.s |
 HP0281| DD4833 DEER RM 1                             7.964 METERS 06231     |
 HP0281| HP0282 T1N R70E SEC 19 1/4 COR WEST         34.445 METERS 15228     |
 HP0281| HP0280 T1N R69E SEC 24 1/4 COR EAST         45.150 METERS 15912     |
 HP0281| JP0351 RED BUTTE                           APPROX.13.4 KM 3060226.7 |
 HP0281|---------------------------------------------------------------------|
 HP0281
 HP0281                          SUPERSEDED SURVEY CONTROL
 HP0281
 HP0281  NAD 83(1994)-  37 55 52.17937(N)    114 11 27.72545(W) AD(       ) 2
 HP0281  NAD 83(1986)-  37 55 52.17097(N)    114 11 27.72702(W) AD(       ) 2
 HP0281  NAD 27      -  37 55 52.30500(N)    114 11 24.79200(W) AD(       ) 2
 HP0281  NGVD 29 (07/19/86) 1855.4    (m)         6087.     (f) VERT ANG       
 HP0281
 HP0281.Superseded values are not recommended for survey control.
 HP0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0281.See file dsdata.txt to determine how the superseded data were derived.
 HP0281
 HP0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC4687401899(NAD 83)
 HP0281_MARKER: DS = TRIANGULATION STATION DISK
 HP0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0281_STAMPING: DEER 1944
 HP0281_MARK LOGO: CGS   
 HP0281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0281+STABILITY: SURFACE MOTION
 HP0281
 HP0281  HISTORY     - Date     Condition        Report By
 HP0281  HISTORY     - 1944     MONUMENTED       CGS
 HP0281  HISTORY     - 1972     GOOD             USGS
 HP0281
 HP0281                          STATION DESCRIPTION
 HP0281
 HP0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0281'STATION IS LOCATED ABOUT 15 MILES (AIR LINE) NE OF PANACA,
 HP0281'ABOUT 3 MILES (AIR LINE) SE OF ROSE VALLEY, ON A LONG HIGH
 HP0281'RIDGE THAT RUNS E FROM ROSE VALLEY.  IT IS 113 FEET NW OF THE
 HP0281'GENERAL LAND OFFICE 1/4 CORNER OF SEC. 19, T. 1 N., R. 70 E.
 HP0281'
 HP0281'STATION MARK IS A BRONZE STATION SET IN A CONCRETE POST
 HP0281'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND IS STAMPED
 HP0281'DEER 1944.  IT IS 36 FEET N OF THE CENTER LINE OF A BLADED
 HP0281'ROAD AND 25.2 FEET W OF A 12-INCH CEDAR TREE WHICH IS MARKED
 HP0281'1/4 S 19 BT.
 HP0281'
 HP0281'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 HP0281'CYLINDER PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 HP0281'STAMPED DEER NO 1 1944.
 HP0281'
 HP0281'GENERAL LAND OFFICE 1/4 CORNER 19 IS SE OF THE STATION.  IT
 HP0281'IS A STANDARD GENERAL LAND OFFICE BRASS CAP RIVETED TO A 1-INCH
 HP0281'IRON PIPE PROJECTING ABOUT 14 INCHES ABOVE THE GROUND.  IT IS
 HP0281'STAMPED 1/4 S 19 1919.
 HP0281'
 HP0281'GENERAL LAND OFFICE 1/4 CORNER 24 IS SE OF THE STATION.  IT
 HP0281'IS A STANDARD GENERAL LAND OFFICE BRASS CAP RIVETED TO A
 HP0281'1-INCH IRON PIPE PROJECTING ABOUT 16 INCHES ABOVE THE GROUND.  IT
 HP0281'IS STAMPED 1/4 S 24 1919.
 HP0281'
 HP0281'TO REACH STATION FROM THE POST OFFICE IN PANACA, GO E ON STATE
 HP0281'HIGHWAY 25 FOR 4.0 MILES TO T-ROAD LEFT AND GO N FOR 6.7 MILES
 HP0281'TO A RANCH HOUSE AND OLD C.C.C. BUILDINGS.  CIRCLE THROUGH
 HP0281'YARD, CROSS CATTLE GUARD AND CONTINUE ON MAIN ROAD FOR 2.6
 HP0281'MILES TO ROAD JUNCTION AND SIGN ROSE VALLEY 6 MILES URSINE
 HP0281'11 MILES.  TAKE RIGHT FORK AND GO TOWARD URSINE FOR 4.1 MILES
 HP0281'TO A ROCKY-CREEK CROSSING, CONTINUE ON MAIN ROAD FOR 1.0
 HP0281'MILE TO A SIDE ROAD RIGHT NEAR TWO LONE CEDAR TREES ON RIGHT.
 HP0281'TURN SHARP RIGHT UP A STEEP HILL AND GO E FOR 2.3 MILES, PASS
 HP0281'UNDER TELEPHONE LINE AND CONTINUE E FOR 1.4 MILES TO STATION
 HP0281'ON LEFT.
 HP0281'
 HP0281'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HP0281
 HP0281                          STATION RECOVERY (1972)
 HP0281
 HP0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HP0281'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37114-1 STATION 1019. NEW
 HP0281'TO REACH FOLLOWS--  TO REACH FROM THE COUNTY COURTHOUSE IN PIOCHE,
 HP0281'DRIVE E FOR 0.3 MI AND JCT OF US ROUTE 93 AND URSINE RD, DRIVE E ALONG
 HP0281'URSINE HIGHWAY FOR 4.1 MI TO T-JCT, TURN S ON OILED RD FOR 5.0 MI TO
 HP0281'RD JCT, KEEP LEFT FORK AND CONTINUE FOR 3.4 MI TO END OF PAVEMENT AT
 HP0281'RESERVOIR, CONTINUE ON DIRT RD FOR 3.35 MI TO RD FK, TAKE RIGHT FORK
 HP0281'UPHILL FOR 0.4 MI TO Y-RD, KEEP RIGHT FORK UPHILL FOR 2.1 MI TO RD FK,
 HP0281'KEEP RIGHT FORK--- LEFT FORK GOES TO URSINE---FOR 1.35 MI AND USGS
 HP0281'BM---6066 1915 12--- ON LEFT, CONTINUE STRAIGHT AHEAD FOR 0.3 MI TO
 HP0281'STATION ON NORTH SIDE OF RD.  STATION MARK--BRONZE STATION
 HP0281'STAMPED---DEER 1944---SET IN A CONCRETE POST PROJECTING ABOUT 4 INCHES
 HP0281'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0391 ***********************************************************************
 KP0391  DESIGNATION -  DEER SPRINGS
 KP0391  PID         -  KP0391
 KP0391  STATE/COUNTY-  NV/WHITE PINE
 KP0391  USGS QUAD   -  SAMMYS SPRINGS (1990)
 KP0391
 KP0391                         *CURRENT SURVEY CONTROL
 KP0391  ___________________________________________________________________
 KP0391* NAD 83(1994)-  39 29 30.35920(N)    115 16 39.49496(W)     ADJUSTED  
 KP0391* NAVD 88     -      2329.4    (meters)    7642.     (feet)  VERTCON   
 KP0391  ___________________________________________________________________
 KP0391  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 KP0391  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 KP0391
 KP0391  HORZ ORDER  -  FIRST
 KP0391
 KP0391.The horizontal coordinates were established by classical geodetic methods
 KP0391.and adjusted by the National Geodetic Survey in June 1998..
 KP0391
 KP0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0391
 KP0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0391
 KP0391.The geoid height was determined by GEOID03.
 KP0391
 KP0391;                    North         East     Units Scale Factor Converg.
 KP0391;SPC NV E     - 8,526,233.640   226,294.441   MT  0.99990851   +0 11 39.9
 KP0391;SPC NV E     -27,973,151.53    742,434.35   sFT  0.99990851   +0 11 39.9
 KP0391;UTM  11      - 4,372,766.732   648,108.814   MT  0.99987008   +1 05 44.0
 KP0391
 KP0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0391!SPC NV E     -   0.99963784  x   0.99990851  =   0.99954638
 KP0391!UTM  11      -   0.99963784  x   0.99987008  =   0.99950797
 KP0391
 KP0391|---------------------------------------------------------------------|
 KP0391| PID    Reference Object                     Distance      Geod. Az  |
 KP0391|                                                           dddmmss.s |
 KP0391| DD4836 DEER SPRINGS RM 2                     6.386 METERS 00604     |
 KP0391| DD4834 DEER SPRINGS AZ MK                                 0512648.1 |
 KP0391| KP0372 SY CAIRN                            APPROX. 8.1 KM 0683848.6 |
 KP0391| DD4837 DEER SPRINGS RM 3                     4.778 METERS 08603     |
 KP0391| DD4835 DEER SPRINGS RM 1 DRILL HOLE          2.375 METERS 27352     |
 KP0391|---------------------------------------------------------------------|
 KP0391
 KP0391                          SUPERSEDED SURVEY CONTROL
 KP0391
 KP0391  NAD 83(1994)-  39 29 30.35587(N)    115 16 39.49321(W) AD(       ) 1
 KP0391  NAD 83(1986)-  39 29 30.35477(N)    115 16 39.49337(W) AD(       ) 1
 KP0391  NAD 27      -  39 29 30.59937(N)    115 16 36.37903(W) AD(       ) 1
 KP0391  NGVD 29 (07/19/86) 2328.1    (m)         7638.     (f) VERT ANG       
 KP0391
 KP0391.Superseded values are not recommended for survey control.
 KP0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0391.See file dsdata.txt to determine how the superseded data were derived.
 KP0391
 KP0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD4810972767(NAD 83)
 KP0391_MARKER: DS = TRIANGULATION STATION DISK
 KP0391_SETTING: 66 = SET IN ROCK OUTCROP
 KP0391_SP_SET: SET IN BEDROCK
 KP0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0391+STABILITY: POSITION/ELEVATION WELL
 KP0391
 KP0391  HISTORY     - Date     Condition        Report By
 KP0391  HISTORY     - 1947     MONUMENTED       USGS
 KP0391  HISTORY     - 1954     GOOD             USGS
 KP0391  HISTORY     - 1967     GOOD             CGS
 KP0391
 KP0391                          STATION DESCRIPTION
 KP0391
 KP0391'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 KP0391'LOCATED ABOUT 9.0 MI N. AND 4.0 MI E. OF MOORMAN RANCH, 0.4 MI N.
 KP0391'OF DEER SPRINGS.  ON SHARP BLACK PEAK.
 KP0391'
 KP0391'TO REACH FROM MOORMAN RANCH ON U.S. HWY. 50, DRIVE 1.0 MI E. TO
 KP0391'RD. FORKS.  TURN LEFT ON GAVEL RD. 0.3 MI.  TURN RIGHT 4.1 MI N.,
 KP0391'KEEP STRAIGHT AHEAD 0.7 MI.  TURN SHARP RIGHT ON EARTH RD. 0.6 MI.
 KP0391'TAKE RIGHT FORK 1.0 MI.  TAKE LEFT FORK 0.9 MI.  TAKE LEFT FORK 2.6
 KP0391'MI.  TAKE LEFT FORK 1.2 MI TO SPRING AND END OF TRUCK TRAVEL.  WALK
 KP0391'0.4 MI N. ON HIGHEST PEAK TO STATION.  ABOUT A 20-MINUTE PACK.
 KP0391'
 KP0391'STATION MARK--STANDARD TABLET STAMPED---DEER SPRINGS 1947---,
 KP0391'CEMENTED IN BEDROCK.
 KP0391'
 KP0391'RM 1--DRILL HOLE IN BEDROCK.
 KP0391'
 KP0391'RM 2--STANDARD RM TABLET STAMPED---DEER SPRINGS NO 2---, CEMENTED
 KP0391'IN BEDROCK.
 KP0391'
 KP0391'NOTE--DESCRIBED BY NGS IN 1954 AND 1967 IN DESCRIPTION LIST 39
 KP0391'115 2, STATION 1007.
 KP0391
 KP0391                          STATION RECOVERY (1954)
 KP0391
 KP0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (LSB)
 KP0391'THE STATION IS LOCATED ABOUT 27 MILES, AIR LINE, NORTHWEST OF
 KP0391'ELY AND 7 MILES, AIR LINE, NORTH OF U.S. HIGHWAY 50.  IT IS
 KP0391'ON THE HIGHEST POINT OF A ROCKY, TREE COVERED HILL.
 KP0391'
 KP0391'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 44 AND U.S. HIGHWAY
 KP0391'50 (ABOUT 5 MILES WEST OF ELY), GO NORTH AND WEST ON U.S.
 KP0391'HIGHWAY 50 FOR 25.6 MILES TO A SIDE ROAD RIGHT AND A SIGN
 KP0391'INDIAN SPRINGS.  TURN RIGHT, NORTH, AND GO 4.3 MILES TO A FORK
 KP0391'AND SIGN RUBY VALLEY.  TAKE THE RIGHT FORK AND GO 0.7 MILE
 KP0391'TO A FORK.  TAKE THE RIGHT FORK AND GO 0.55 MILE TO A FORK.
 KP0391'TAKE THE RIGHT FORK AND GO 0.9 MILE TO A FORK.  TAKE THE LEFT
 KP0391'FORK AND GO 0.8 MILE TO A CROSSROAD.  TURN LEFT, NORTH, AND GO
 KP0391'2.65 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 1.8 MILES TO
 KP0391'A FORK AT THE SUMMIT.  TAKE THE LEFT FORK AND GO 0.2 MILE TO
 KP0391'A FORK AND AN OLD MINE.  TAKE THE LEFT FORK AND GO 200 FEET
 KP0391'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON THE ROAD FOR
 KP0391'0.2 MILE.  TURN RIGHT, PICK WAY UP OVER RIDGE AND DOWN INTO
 KP0391'WASH, THENCE UP WASH AND RIDGE FOR A TOTAL DISTANCE OF 1.1
 KP0391'MILES TO THE END OF TRUCK TRAVEL ABOUT 75 YARDS EAST OF THE
 KP0391'STATION.  PACK UP OVER ROCKS TO THE HIGHEST POINT AND
 KP0391'STATION.  THIS IS A 75 YARD PACK.  (IT REQUIRES A 4-WHEEL
 KP0391'DRIVE VEHICLE TO GET TO THE END OF TRUCK TRAVEL MENTIONED
 KP0391'ABOVE.)
 KP0391'
 KP0391'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BRONZE DISK STAMPED
 KP0391'DEER SPRS 1947, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KP0391'WHICH IS FLUSH WITH THE GROUND.
 KP0391'
 KP0391'REFERENCE MARK 1, A DRILL HOLE IN A BOULDER, WHICH IS ABOUT
 KP0391'1-1/2 FEET LOWER THAN THE STATION.  THE DRILL HOLE WAS MADE BY
 KP0391'THE U.S. GEOLOGICAL SURVEY.
 KP0391'
 KP0391'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 KP0391'STAMPED DEER SPRS NO 2, IS SET IN A DRILL HOLE IN OUTCROPPING
 KP0391'BEDROCK WHICH IS ABOUT 6 INCHES LOWER THAN THE STATION.  THE
 KP0391'MEASUREMENT WAS TAKEN TO THE POINT OF THE ARROW.
 KP0391'
 KP0391'THE AZIMUTH MARK, A STANDARD DISK STAMPED DEER SPRINGS USGS 1954,
 KP0391'IS SET IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.
 KP0391'IT IS 39 FEET NORTH OF THE TRACK ROAD AND 15 FEET NORTH OF A
 KP0391'WHITE WITNESS POST.
 KP0391
 KP0391                          STATION RECOVERY (1967)
 KP0391
 KP0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0391'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KP0391'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 3 WAS
 KP0391'ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 KP0391'
 KP0391'STATION IS LOCATED ABOUT 27 MILES NORTHWEST OF ELY, 7 MILES
 KP0391'NORTH OF U.S. HIGHWAY 50 AND IS ON THE HIGHEST POINT OF A ROCK
 KP0391'AND TREE COVERED HILL.
 KP0391'
 KP0391'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 KP0391'44 WHICH IS ABOUT 5 MILES WEST OF ELY, GO WEST ON U.S. HIGHWAY
 KP0391'50 FOR 14.8 MILES TO A GRAVEL SIDE ROAD RIGHT AND SIGN THIRTY
 KP0391'MILE, TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD FOR 3.25 MILES
 KP0391'TO A FORK, TAKE THE LEFT FORK AND CONTINUE NORTH ON THE GRAVEL
 KP0391'ROAD FOR 8.5 MILES TO A FORK, TAKE THE LEFT FORK AND GO WEST ON
 KP0391'THE ROAD FOR 0.3 MILE TO A REVERSE FORK ON THE RIGHT, CONTINUE
 KP0391'WEST ON THE ROAD FOR 1.0 MILE TO A RANCH HOUSE ABOUT 0.15 MILE
 KP0391'SOUTH OF THE ROAD, CONTINUE WESTERLY ON THE GRAVEL ROAD FOR
 KP0391'0.8 MILE TO A SMALL POND AND WATER TANK ON THE RIGHT, CONTINUE
 KP0391'WEST ON THE ROAD FOR 0.55 MILE TO A FORK, TAKE THE LEFT FORK,
 KP0391'LEAVING THE MAIN ROAD AND GO SOUTHWEST ON A BLADED ROAD FOR
 KP0391'1.45 MILES TO A FORK, TAKE THE RIGHT FORK AND GO WEST AND
 KP0391'SOUTH ON THE MAIN ROAD FOR 2.05 MILES TO A FORK, TAKE THE
 KP0391'RIGHT FORK AND GO SOUTH ON THE ROAD FOR 0.3 MILE TO A SIDE
 KP0391'ROAD LEFT, CONTINUE SOUTHWEST FOR 0.45 MILE TO THE TOP OF
 KP0391'THE RIDGE, A ROAD ON THE LEFT AND AN OPEN PIT MINE ON THE
 KP0391'RIGHT, (THE AZIMUTH MARK IS ABOUT 200 FEET WEST OF THE PIT
 KP0391'MINE AND 33 FEET NORTH OF A TRACK ROAD.) CONTINUE WEST
 KP0391'ON THE ROAD FOR 0.25 MILE TO A TRACK ROAD LEFT, TURN LEFT AND
 KP0391'FOLLOW THE TRACK ROAD SOUTHWEST OVER A RIDGE AND UP A WASH
 KP0391'FOR 0.65 MILE TO THE END OF THE ROAD.  BEAR RIGHT AND
 KP0391'FOLLOW DIM TRACKS NORTH TO THE TOP OF THE RIDGE THENCE WEST
 KP0391'ALONG THE RIDGE, PICKING WAY ALONG THROUGH ROCKS, FOR ABOUT
 KP0391'0.2 MILE TO THE END OF TRUCK TRAVEL AT A SMALL ROCK LEDGE.
 KP0391'PACK WEST, UP THE RIDGE FOR ABOUT 20 MINUTES TO THE
 KP0391'HIGHEST POINT AND THE STATION.  A 4-WHEEL DRIVE VECHICLE IS
 KP0391'REQUIRED FOR THE LAST 1.0 MILE.
 KP0391'
 KP0391'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 KP0391'STAMPED DEER SPRS. 1947, CEMENTED IN A DRILL HOLE IN AN
 KP0391'OUTCROP WHICH IS ON THE HIGHEST POINT OF THE HILL.
 KP0391'
 KP0391'REFERENCE MARK 1 IS A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 KP0391'2 FEET LOWER THAN THE STATION.
 KP0391'
 KP0391'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK,
 KP0391'STAMPED DEER SPRS NO 2, CEMENTED IN A DRILL HOLE IN A BOULDER
 KP0391'WHICH IS ABOUT 2 FEET LOWER THAN THE STATION.
 KP0391'
 KP0391'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DEER SPRS USGS NO
 KP0391'3 1954 1967, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS
 KP0391'ABOUT 5 FEET LOWER THAN THE STATION.
 KP0391'
 KP0391'AZIMUTH MARK IS A STANDARD DISK, STAMPED DEER SPRINGS USGS 1954,
 KP0391'SET IN A DRILL HOLE IN A FLAT OUTCROP WHICH IS FLUSH WITH THE
 KP0391'GROUND SURFACE.  IT IS ABOUT 200 FEET WEST OF A PIT MINE, 150
 KP0391'FEET SOUTH OF THE CREST OF THE RIDGE AND 32 FEET NORTH OF THE
 KP0391'CENTER OF A TRACK ROAD.
 KP0391'
 KP0391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--27 MILES
 KP0391'NORTHWEST OF ELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0335 ***********************************************************************
 HP0335  DESIGNATION -  DELA
 HP0335  PID         -  HP0335
 HP0335  STATE/COUNTY-  NV/LINCOLN
 HP0335  USGS QUAD   -  GREGERSON BASIN (1969)
 HP0335
 HP0335                         *CURRENT SURVEY CONTROL
 HP0335  ___________________________________________________________________
 HP0335* NAD 83(1994)-  37 16 27.20285(N)    114 46 09.11520(W)     ADJUSTED  
 HP0335* NAVD 88     -      2243.4    (meters)    7360.     (feet)  VERTCON   
 HP0335  ___________________________________________________________________
 HP0335  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 HP0335  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 HP0335
 HP0335  HORZ ORDER  -  SECOND
 HP0335
 HP0335.The horizontal coordinates were established by classical geodetic methods
 HP0335.and adjusted by the National Geodetic Survey in June 1998..
 HP0335
 HP0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0335
 HP0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0335
 HP0335.The geoid height was determined by GEOID03.
 HP0335
 HP0335;                    North         East     Units Scale Factor Converg.
 HP0335;SPC NV E     - 8,280,368.639   272,199.848   MT  0.99996419   +0 29 35.1
 HP0335;SPC NV E     -27,166,509.44    893,042.33   sFT  0.99996419   +0 29 35.1
 HP0335;UTM  11      - 4,127,626.111   697,786.293   MT  1.00008191   +1 21 05.3
 HP0335
 HP0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0335!SPC NV E     -   0.99965202  x   0.99996419  =   0.99961622
 HP0335!UTM  11      -   0.99965202  x   1.00008191  =   0.99973390
 HP0335
 HP0335|---------------------------------------------------------------------|
 HP0335| PID    Reference Object                     Distance      Geod. Az  |
 HP0335|                                                           dddmmss.s |
 HP0335| DD4838 DELA RM 1                             9.830 METERS 16526     |
 HP0335| DD4839 DELA RM 2                             8.677 METERS 26720     |
 HP0335| HP0336 DOUBLE                              APPROX.11.6 KM 2705855.5 |
 HP0335|---------------------------------------------------------------------|
 HP0335
 HP0335                          SUPERSEDED SURVEY CONTROL
 HP0335
 HP0335  NAD 83(1994)-  37 16 27.20184(N)    114 46 09.11404(W) AD(       ) 2
 HP0335  NAD 83(1992)-  37 16 27.19662(N)    114 46 09.11252(W) AD(       ) 2
 HP0335  NAD 83(1986)-  37 16 27.19586(N)    114 46 09.11254(W) AD(       ) 2
 HP0335  NAD 27      -  37 16 27.32288(N)    114 46 06.10955(W) AD(       ) 2
 HP0335  NGVD 29 (07/19/86) 2242.4    (m)         7357.     (f) VERT ANG       
 HP0335
 HP0335.Superseded values are not recommended for survey control.
 HP0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0335.See file dsdata.txt to determine how the superseded data were derived.
 HP0335
 HP0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB9778627626(NAD 83)
 HP0335_MARKER: DD = SURVEY DISK
 HP0335_SETTING: 66 = SET IN ROCK OUTCROP
 HP0335
 HP0335  HISTORY     - Date     Condition        Report By
 HP0335  HISTORY     - 1969     MONUMENTED       USGS
 HP0335
 HP0335                          STATION DESCRIPTION
 HP0335
 HP0335'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 HP0335'LOCATED ABOUT 23 MI. SSE OF ALAMO.  ABOUT 14 MI. SSE. OF ELGIN.  ON
 HP0335'A HIGH BRUSH-COVERED TOP.
 HP0335'
 HP0335'REACHED BY HELICOPTER.
 HP0335'
 HP0335'TO REACH FROM CALIENTE DRIVE W. ON U.S. 93 FOR 18.1 MI. TO A
 HP0335'GRAVEL RD. AND SIGN DELAMAR 15.  DRIVE S. 20.65 MI. TO A
 HP0335'CROSSROAD.  TURN LEFT AND DRIVE E. 3.0 MI. TO A RD. FORK.  TURN
 HP0335'RIGHT FO- 2.0 MI. TO A FENCE CROSSING.  CONTINUE FOR 0.2 MI. TO
 HP0335'DIM TRACK RD.  TURN LEFT AND DRIVE 5.0 MI. TO LOW SADDLE AND END
 HP0335'OF TRUCK TRAVEL.  PACK CROSS-COUNTRY IN AN EASTERLY DIRECTION
 HP0335'TO HIGHEST POINT ON RIDGE.  ABOUT A 2 HOUR PACK.
 HP0335'
 HP0335'STATION MARK.  STANDARD USGS TABLET STAMPED DELA 1969 CEMENTED IN
 HP0335'DRILL HOLE IN ROCK OUTCROP.
 HP0335'
 HP0335'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 HP0335'NO 1 1969 CEMENTED IN DRILL HOLE IN ROCK OUTCROP AND 2.2 FT. ABOVE
 HP0335'STATION MARK.
 HP0335'
 HP0335'REFERENCE MARK NO. 2.  STANDARD USGS REFERENCE MARK TABLET STAMPED
 HP0335'NO 2 1969 CEMENTED IN DRILL HOLE IN ROCK OUTCROP AND 3.6 FT. BELOW
 HP0335'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0327 ***********************************************************************
 HP0327  DESIGNATION -  DELAMAR
 HP0327  PID         -  HP0327
 HP0327  STATE/COUNTY-  NV/LINCOLN
 HP0327  USGS QUAD   -  SLIDY MOUNTAIN (1969)
 HP0327
 HP0327                         *CURRENT SURVEY CONTROL
 HP0327  ___________________________________________________________________
 HP0327* NAD 83(1994)-  37 25 17.67717(N)    114 40 07.20568(W)     ADJUSTED  
 HP0327* NAVD 88     -      2135.1    (meters)    7005.     (feet)  VERTCON   
 HP0327  ___________________________________________________________________
 HP0327  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 HP0327  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 HP0327
 HP0327  HORZ ORDER  -  FIRST
 HP0327
 HP0327.The horizontal coordinates were established by classical geodetic methods
 HP0327.and adjusted by the National Geodetic Survey in June 1998..
 HP0327
 HP0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0327
 HP0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0327
 HP0327.The geoid height was determined by GEOID03.
 HP0327
 HP0327;                    North         East     Units Scale Factor Converg.
 HP0327;SPC NV E     - 8,296,802.985   280,956.989   MT  0.99998071   +0 33 21.1
 HP0327;SPC NV E     -27,220,427.79    921,773.05   sFT  0.99998071   +0 33 21.1
 HP0327;UTM  11      - 4,144,192.189   706,296.930   MT  1.00012426   +1 25 01.9
 HP0327
 HP0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0327!SPC NV E     -   0.99966892  x   0.99998071  =   0.99964964
 HP0327!UTM  11      -   0.99966892  x   1.00012426  =   0.99979314
 HP0327
 HP0327:                Primary Azimuth Mark                     Grid Az
 HP0327:SPC NV E     -  DELAMAR AZ MK                            010 12 00.6
 HP0327:UTM  11      -  DELAMAR AZ MK                            009 20 19.8
 HP0327
 HP0327|---------------------------------------------------------------------|
 HP0327| PID    Reference Object                     Distance      Geod. Az  |
 HP0327|                                                           dddmmss.s |
 HP0327| DD4840 DELAMAR AZ MK                                      0104521.7 |
 HP0327| DD4841 DELAMAR RM 1                          7.406 METERS 09659     |
 HP0327| DD4842 DELAMAR RM 2                          5.097 METERS 33735     |
 HP0327|---------------------------------------------------------------------|
 HP0327
 HP0327                          SUPERSEDED SURVEY CONTROL
 HP0327
 HP0327  NAD 83(1994)-  37 25 17.67716(N)    114 40 07.20536(W) AD(       ) 1
 HP0327  NAD 83(1986)-  37 25 17.66915(N)    114 40 07.20356(W) AD(       ) 1
 HP0327  NAD 27      -  37 25 17.80000(N)    114 40 04.21100(W) AD(       ) 1
 HP0327  NGVD 29 (07/19/86) 2134.0    (m)         7001.     (f) VERT ANG       
 HP0327
 HP0327.Superseded values are not recommended for survey control.
 HP0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0327.See file dsdata.txt to determine how the superseded data were derived.
 HP0327
 HP0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB0629744192(NAD 83)
 HP0327_MARKER: DS = TRIANGULATION STATION DISK
 HP0327_SETTING: 66 = SET IN ROCK OUTCROP
 HP0327_SP_SET: PARTIALLY EXPOSED BEDROCK
 HP0327
 HP0327  HISTORY     - Date     Condition        Report By
 HP0327  HISTORY     - 1944     MONUMENTED       CGS
 HP0327
 HP0327                          STATION DESCRIPTION
 HP0327
 HP0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0327'STATION IS ABOUT 5 MILES ESE OF DELAMAR, 17 MILES SW OF
 HP0327'CALIENTE, AND 6 MILES W OF MEADOW VALLEY WASH.  IT IS ON A
 HP0327'CONE-SHAPED HILL, THE W AND SLIGHTLY HIGHER OF TWO HILLS WHICH
 HP0327'LIE ABOUT 1 MILE S OF ROAD LEADING TO THE DELAMAR MINE PUMPING
 HP0327'PLANT.
 HP0327'
 HP0327'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK PROJECTING
 HP0327'ABOUT 1 FOOT ABOVE THE GROUND.  IT IS STAMPED DELAMAR 1944.
 HP0327'
 HP0327'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0327'PROJECTING ABOUT 3 FEET ABOVE THE GROUND AND IS STAMPED DELAMAR
 HP0327'NO 1 1944.  IT IS ON A LARGE PIECE OF ROCK THAT IS ON THE EDGE
 HP0327'OF THE POINT JUST AS THE HILL DROPS OFF TO THE E.  THE MARK
 HP0327'IS ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION MARK.
 HP0327'
 HP0327'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0327'PROJECTING ABOUT 2 FEET ABOVE THE GROUND.  IT IS AT ABOUT THE
 HP0327'SAME ELEVATION AS THE STATION MARK AND IS STAMPED DELAMAR NO
 HP0327'2 1944.
 HP0327'
 HP0327'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK PROJECTING
 HP0327'ABOUT 1 FOOT ABOVE THE GROUND AND IS STAMPED DELAMAR 1944.
 HP0327'IT IS REACHED ON WAY TO THE STATION BY GOING LEFT ON LAST
 HP0327'RIDGE GOING OFF THE MAIN RIDGE LEADING TO THE STATION.  IT
 HP0327'IS ABOUT 1/4 MILE OFF THE MAIN RIDGE.  A ROCK CAIRN HAS BEEN
 HP0327'PLACED 2 FEET E OF THE MARK.
 HP0327'
 HP0327'TO REACH STATION FROM CALIENTE, GO W ON U.S. HIGHWAY 93 FOR
 HP0327'18.2 MILES AND TURN LEFT ON THE DELAMAR ROAD.  CONTINUE 5.9
 HP0327'MILES TO FORKS IN ROAD, TAKE LEFT FORK AND GO 5.2 MILES TO
 HP0327'THE MAGNOLIA MINE MAIL BOX AND A ROAD TURNING LEFT.  TURN LEFT
 HP0327'AND CONTINUE E UP THE MAIN WASH FOR 4.3 MILES TO THE SUMMIT
 HP0327'OF THE PASS ABOUT 300 FEET SE OF A SHARP YELLOWISH PINNACLE
 HP0327'AND ABOUT 1 MILE S OF STATION SLIDY.  FROM THE SUMMIT CONTINUE
 HP0327'DOWNGRADE ON THE MAIN-TRAVELED ROAD FOR 2.5 MILES INTO THE
 HP0327'WASH.  TURN LEFT UP WASH FOR 2.0 MILES TO SUMMIT AND CONTINUE
 HP0327'ON ROAD FOR 1.4 MILES TO WHERE ROAD DIPS INTO CREEK BED.
 HP0327'FROM THIS POINT PACK TO RIGHT ACROSS CREEK AND UP RIDGE,
 HP0327'FOLLOW RIDGE AS IT BEARS TO THE LEFT TOWARD ROCKY PINNACLE,
 HP0327'PASSING AROUND LEFT SIDE OF PINNACLE.  CONTINUE TOWARD THE
 HP0327'HIGHEST POINT AND STATION.
 HP0327'
 HP0327'HEIGHT OF LIGHT ABOVE STATION MARK - 0.26 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0720 ***********************************************************************
 MT0720  DESIGNATION -  DELANO
 MT0720  PID         -  MT0720
 MT0720  STATE/COUNTY-  NV/ELKO
 MT0720  USGS QUAD   -  DELANO PEAK (1989)
 MT0720
 MT0720                         *CURRENT SURVEY CONTROL
 MT0720  ___________________________________________________________________
 MT0720* NAD 83(1994)-  41 37 05.55012(N)    114 15 50.84859(W)     ADJUSTED  
 MT0720* NAVD 88     -      2393.2    (meters)    7852.     (feet)  VERTCON   
 MT0720  ___________________________________________________________________
 MT0720  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 MT0720  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 MT0720
 MT0720  HORZ ORDER  -  FIRST
 MT0720
 MT0720.The horizontal coordinates were established by classical geodetic methods
 MT0720.and adjusted by the National Geodetic Survey in June 1998..
 MT0720
 MT0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0720
 MT0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0720
 MT0720.The geoid height was determined by GEOID03.
 MT0720
 MT0720;                    North         East     Units Scale Factor Converg.
 MT0720;SPC NV E     - 8,763,137.549   309,938.510   MT  1.00004869   +0 52 34.5
 MT0720;SPC NV E     -28,750,393.78  1,016,856.59   sFT  1.00004869   +0 52 34.5
 MT0720;UTM  11      - 4,611,003.617   727,938.381   MT  1.00023942   +1 49 04.3
 MT0720
 MT0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0720!SPC NV E     -   0.99962725  x   1.00004869  =   0.99967592
 MT0720!UTM  11      -   0.99962725  x   1.00023942  =   0.99986658
 MT0720
 MT0720|---------------------------------------------------------------------|
 MT0720| PID    Reference Object                     Distance      Geod. Az  |
 MT0720|                                                           dddmmss.s |
 MT0720| DD4844 DELANO RM 1                           8.040 METERS 19208     |
 MT0720| DD4843 DELANO AZ MK                                       3254535.0 |
 MT0720| DD4845 DELANO RM 2                          16.035 METERS 33307     |
 MT0720|---------------------------------------------------------------------|
 MT0720
 MT0720                          SUPERSEDED SURVEY CONTROL
 MT0720
 MT0720  NAD 83(1994)-  41 37 05.55004(N)    114 15 50.84830(W) AD(       ) 1
 MT0720  NAD 83(1986)-  41 37 05.54626(N)    114 15 50.84405(W) AD(       ) 1
 MT0720  NAD 27      -  41 37 05.83345(N)    114 15 47.77115(W) AD(       ) 1
 MT0720  NGVD 29 (07/19/86) 2392.0    (m)         7848.     (f) VERT ANG       
 MT0720
 MT0720.Superseded values are not recommended for survey control.
 MT0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0720.See file dsdata.txt to determine how the superseded data were derived.
 MT0720
 MT0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG2793811004(NAD 83)
 MT0720_MARKER: DS = TRIANGULATION STATION DISK
 MT0720_SETTING: 66 = SET IN ROCK OUTCROP
 MT0720_PROJECTION: FLUSH
 MT0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0720+STABILITY: POSITION/ELEVATION WELL
 MT0720
 MT0720  HISTORY     - Date     Condition        Report By
 MT0720  HISTORY     - 1947     MONUMENTED       CGS
 MT0720  HISTORY     - 1957     GOOD             USGS
 MT0720  HISTORY     - 1967     SEE DESCRIPTION  USGS
 MT0720
 MT0720                          STATION DESCRIPTION
 MT0720
 MT0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0720'STATION IS ON THE HIGHEST PEAK OF THE DELANO RANGE LYING ABOUT
 MT0720'26 MILES N. OF MONTELLO, NEVADA, ABOUT 5 MILES S. FROM THE
 MT0720'DELANO MINES AND ABOUT 1 MILE S.W. OF AN OLD ABANDONED MINE.
 MT0720'
 MT0720'STATION IS STANDARD DISK SET IN BEDROCK ABOUT 100 FEET S. OF
 MT0720'THE N. END OF THE RIDGE AND ABOUT 500 FEET N. OF THE S. END
 MT0720'AND ABOUT 6 FEET E. OF A ROCKY DROP-OFF OF ABOUT 4 FEET.  IT IS
 MT0720'NOTE 2 AND STAMPED DELANO 1947.
 MT0720'
 MT0720'REFERENCE MARK NO. 1 IS STANDARD DISK SET IN BEDROCK AND
 MT0720'STAMPED DELANO NO 1 1947.  IT IS ABOUT 26 FEET S. OF THE
 MT0720'STATION AND ABOUT 3 FEET LOWER THAN SAME.  NOTE 12A.
 MT0720'
 MT0720'REFERENCE MARK NO. 2 IS STANDARD DISK SET IN BEDROCK AND
 MT0720'STAMPED DELANO NO 2 1947.  IT IS ABOUT 53 FEET N.W. OF THE
 MT0720'STATION AND ABOUT 2 FEET LOWER THAN SAME.
 MT0720'
 MT0720'AZIMUTH MARK IS ABOUT 0.4 MILE NW OF THE STATION AND ABOUT 300
 MT0720'FEET LOWER ON THE S. SLOPE OF A RIDGE THAT LEADS TO THE N. AND
 MT0720'SEPARATED FROM THE RIDGE ON WHICH THE STATION IS BY A SADDLE
 MT0720'THAT IS ABOUT 150 YARDS TO THE SE AND IS ABOUT 150 FEET HIGHER
 MT0720'THAN THE SAME SADDLE.  IT IS A STANDARD DISK SET IN AN
 MT0720'OUTCROPPING BOULDER WHICH PROJECTS ABOUT 3 IN AND MARKED BY A
 MT0720'SMALL CAIRN.  THE DISK IS STAMPED DELANO 1947.
 MT0720'
 MT0720'TO REACH FROM MONTELLO, GO N. FROM THE E. PART OF TOWN ON DELANO
 MT0720'ROAD 14.3 MILES.  TAKE THE RIGHT FORK AS PER THE SIGN DELANO
 MT0720'MINES 21 AND GO N. 16.4 MILES.  TAKE A LEFT FORK OFF THE
 MT0720'GRADED ROAD JUST W. OF A NARROW ROCK GAP, AND GO W. ON A LITTLE
 MT0720'USED TRACK ROAD 1.8 MILES, THEN TAKE THE LEFT FORK AND GO SW UP
 MT0720'A ROUGH AND STEEP ROAD 2.4 MILES TO THE TOP OF THE RIDGE
 MT0720'JUST BEFORE ARRIVING AT THE OLD ABANDONED MINE.  AT THIS
 MT0720'POINT TURN RIGHT AND GO UP THE RIDGE AND FOLLOW ALONG RIDGE
 MT0720'ABOVE AND TO THE N. OF THE MINE, THENCE LEFT ON RIDGE TOWARD
 MT0720'CONE SHAPED PEAK, KEEP ON THE RIGHT SIDE OF THE PEAK UNTIL
 MT0720'NEXT SADDLE IS REACHED AND THEN GO DIRECTLY AWAY FROM THE PEAK
 MT0720'UP STEEP PITCH THEN DOWN THROUGH ANOTHER SADDLE AND UP ON
 MT0720'NEXT PEAK JUST HIGH ENOUGH TO STAY ABOVE SNOW BANK ON THE
 MT0720'LEFT, THENCE LEFT THROUGH THIS NEXT SADDLE AND UP ON ANOTHER
 MT0720'POINT, CROSS OVER AND START DOWN INTO SADDLE TO
 MT0720'AZIMUTH MARK AS DESCRIBED, CONTINUE THROUGH THE SADDLE AND
 MT0720'THEN UP STEEL HILL, TURN RIGHT AND DOWN INTO ANOTHER
 MT0720'SADDLE AND THEN UP ON TO THE MAIN RIDGE TO THE HIGHEST
 MT0720'POINT AND STATION.
 MT0720'
 MT0720'NOTE--THIS LAST MILEAGE IS ABOUT 2-1/2 MILES OR SO.  IT WAS
 MT0720'DRIVEN BY A 4 X 4 TRUCK AND IS IMPOSSIBLE FOR A 2 WHEEL DRIVE.
 MT0720'THE PITCHES ARE VERY STEEP BUT NO SLIPAGE OF TIRES WAS NOTED.
 MT0720
 MT0720                          STATION RECOVERY (1957)
 MT0720
 MT0720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MT0720'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41114-1, STATION 1003.
 MT0720'STATION MARK A STANDARD DISK---STAMPED---DELANO 1947---, SET IN
 MT0720'BEDROCK.
 MT0720
 MT0720                          STATION RECOVERY (1967)
 MT0720
 MT0720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0720'RECOVERED IN 1967.  THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0342 ***********************************************************************
 MV0342  DESIGNATION -  DELAY
 MV0342  PID         -  MV0342
 MV0342  STATE/COUNTY-  NV/HUMBOLDT
 MV0342  USGS QUAD   -  SAGE HEN HILLS (1966)
 MV0342
 MV0342                         *CURRENT SURVEY CONTROL
 MV0342  ___________________________________________________________________
 MV0342* NAD 83(1994)-  41 58 52.09465(N)    119 19 25.42965(W)     ADJUSTED  
 MV0342* NAVD 88     -                                                        
 MV0342  ___________________________________________________________________
 MV0342  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 MV0342  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 MV0342
 MV0342  HORZ ORDER  -  THIRD
 MV0342
 MV0342.The horizontal coordinates were established by classical geodetic methods
 MV0342.and adjusted by the National Geodetic Survey in June 1998..
 MV0342
 MV0342
 MV0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0342
 MV0342.The geoid height was determined by GEOID03.
 MV0342
 MV0342;                    North         East     Units Scale Factor Converg.
 MV0342;SPC NV W     - 4,802,868.324   738,645.375   MT  0.99994631   -0 29 42.9
 MV0342;SPC NV W     -15,757,410.49  2,423,372.37   sFT  0.99994631   -0 29 42.9
 MV0342;SPC OR S     -    35,618.760 1,597,490.851   MT  1.00010723   +0 48 17.1
 MV0342;SPC OR S     -   116,859.45  5,241,111.72   iFT  1.00010723   +0 48 17.1
 MV0342;UTM  11      - 4,650,293.861   307,491.700   MT  1.00005603   -1 33 17.2
 MV0342
 MV0342                          SUPERSEDED SURVEY CONTROL
 MV0342
 MV0342  NAD 83(1992)-  41 58 52.09440(N)    119 19 25.42899(W) AD(       ) 4
 MV0342  NAD 83(1991)-  41 58 52.09406(N)    119 19 25.42928(W) AD(       ) 4
 MV0342  NAD 83(1986)-  41 58 52.09609(N)    119 19 25.42909(W) AD(       ) 4
 MV0342  NAD 27      -  41 58 52.48100(N)    119 19 21.69800(W) AD(       ) 3
 MV0342
 MV0342.Superseded values are not recommended for survey control.
 MV0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0342.See file dsdata.txt to determine how the superseded data were derived.
 MV0342
 MV0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG0749250294(NAD 83)
 MV0342_MARKER: 72 = CAIRN
 MV0342
 MV0342  HISTORY     - Date     Condition        Report By
 MV0342  HISTORY     - 1946     FIRST OBSERVED   NVDH
 MV0342  HISTORY     - 1950     GOOD             CGS
 MV0342
 MV0342                          STATION DESCRIPTION
 MV0342
 MV0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 MV0342'STATION IS A CAIRN 5 FEET IN HEIGHT ON OR NEAR THE WASHOE-HUMBOLDT
 MV0342'COUNTY LINE AND APPROXIMATELY IN THE VICINITY OF 1/4 COR.
 MV0342'SEC. 19 AND 24.  T47N, R23E AND R24E ON THE SOUTH END OF A ROCKY
 MV0342'AND SHORT SAGE COVERED SLOPE.
 MV0342'
 MV0342'TO REACH FROM THE POST OFFICE IN DENIO, OREGON GO SOUTHWEST
 MV0342'ON THE DENIO-CEDARVILLE HIGHWAY FOR 31.0 MILES TO THE ROAD
 MV0342'FORK 1.0 MILE NORTH-NORTHWEST OF THE ROCK BUILDINGS OF THE
 MV0342'SHELDON GAME REFUGE.  CONTINUE WESTERLY ON THE ROAD TO CEDARVILLE
 MV0342'FOR 9.0 MILES TO A CATTLE GUARD AND SIDE ROAD RIGHT AND
 MV0342'FOLLOW ROAD ALONG WEST SIDE OF FENCE FOR 4.7 MILES TO A GATE.
 MV0342'PASS THROUGH GATE AND FOLLOW MAIN TRAVELED ROAD FOR 1.0
 MV0342'MILE TO A ROAD FORK AT A SECOND GATE.  PASS THROUGH GATE AND
 MV0342'FOLLOW THE MAIN TRAVELED ROAD FOR 1.6 MILES TO A ROAD FORK
 MV0342'AT A THIRD GATE.  TAKE THE RIGHT FORK THROUGH GATE AND GO
 MV0342'4.4 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 1.1 MILES
 MV0342'TO A REVERSE Y WHICH IS ABOUT 0.7 MILE SOUTH OF STATION
 MV0342'SAGE HEN.  TURN LEFT AND FOLLOW ROAD WESTERLY FOR 4.2 MILES
 MV0342'ACROSS SAGE HEN FLATS TO WHERE THE ROAD ENTERS A NARROW
 MV0342'GORGE.  TURN LEFT ACROSS COUNTRY, FOLLOWING THE BASE OF THE
 MV0342'RIDGE FOR 0.2 MILE TO A GRADED ROAD WHICH GOES UP THE SIDE
 MV0342'OF THE RIDGE.  FOLLOW THIS ROAD WESTERLY TO THE SUMMIT OF
 MV0342'THE RIDGE, ABOUT 0.3 MILE.  TURN LEFT ACROSS COUNTRY AND
 MV0342'FOLLOW ALONG THE CREST OF THE RIDGE FOR 1.7 MILES TO THE
 MV0342'AZIMUTH MARK OF STATION BREEZY.  CONTINUE SOUTHERLY FOR
 MV0342'0.5 MILE TO THE BOUNDRY FENCE AND STATION BREEZY.
 MV0342'THENCE FROM STATION BREEZY PACK UP SLOPE SOUTH-SOUTHEAST
 MV0342'APPROXIMATELY 1.0 MILE TO STATION.
 MV0342'
 MV0342'NOTE--EAST-WEST FENCE PREVENTS FURTHER DRIVING.  A 20 MIN. PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0321 ***********************************************************************
 MV0321  DESIGNATION -  DENIO
 MV0321  PID         -  MV0321
 MV0321  STATE/COUNTY-  NV/HUMBOLDT
 MV0321  USGS QUAD   -  DENIO (1990)
 MV0321
 MV0321                         *CURRENT SURVEY CONTROL
 MV0321  ___________________________________________________________________
 MV0321* NAD 83(1994)-  41 59 35.10622(N)    118 38 23.06136(W)     ADJUSTED  
 MV0321* NAVD 88     -      1287.7    (meters)    4225.     (feet)  VERTCON   
 MV0321  ___________________________________________________________________
 MV0321  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 MV0321  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 MV0321
 MV0321  HORZ ORDER  -  FIRST
 MV0321
 MV0321.The horizontal coordinates were established by classical geodetic methods
 MV0321.and adjusted by the National Geodetic Survey in June 1998..
 MV0321
 MV0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0321
 MV0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0321
 MV0321.The geoid height was determined by GEOID03.
 MV0321
 MV0321;                    North         East     Units Scale Factor Converg.
 MV0321;SPC NV W     - 4,803,931.623   795,326.687   MT  0.99990027   -0 02 15.9
 MV0321;SPC NV W     -15,760,899.00  2,609,334.31   sFT  0.99990027   -0 02 15.9
 MV0321;UTM  11      - 4,650,308.902   364,184.015   MT  0.99982698   -1 05 50.0
 MV0321
 MV0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0321!SPC NV W     -   0.99980118  x   0.99990027  =   0.99970147
 MV0321!UTM  11      -   0.99980118  x   0.99982698  =   0.99962820
 MV0321
 MV0321:                Primary Azimuth Mark                     Grid Az
 MV0321:SPC NV W     -  DENIO AZ MK                              024 59 04.8
 MV0321:UTM  11      -  DENIO AZ MK                              026 02 38.9
 MV0321
 MV0321|---------------------------------------------------------------------|
 MV0321| PID    Reference Object                     Distance      Geod. Az  |
 MV0321|                                                           dddmmss.s |
 MV0321| CD6369 DENIO AZ MK                                        0245648.9 |
 MV0321| CD6370 DENIO RM 1                           11.515 METERS 05532     |
 MV0321| MV0320 BOUNDARY MON PIPE                     1.740 METERS 08525     |
 MV0321| MV0317 DENIO HOTEL FLAGPOLE                APPROX. 0.9 KM 0875730.4 |
 MV0321| MV0318 DENIO HOTEL WINDMILL                APPROX. 0.9 KM 0883846.3 |
 MV0321| MV0057 W 67                                               18738     |
 MV0321| MV0319 BOUNDARY MI 236 NV OR                 4.350 METERS 26631     |
 MV0321|---------------------------------------------------------------------|
 MV0321
 MV0321                          SUPERSEDED SURVEY CONTROL
 MV0321
 MV0321  NAD 83(1991)-  41 59 35.10647(N)    118 38 23.06055(W) AD(       ) 1
 MV0321  NAD 83(1986)-  41 59 35.11138(N)    118 38 23.06041(W) AD(       ) 1
 MV0321  NAD 27      -  41 59 35.48700(N)    118 38 19.43300(W) AD(       ) 1
 MV0321  NGVD 29 (11/16/90) 1286.6    (m)         4221.     (f) VERT ANG       
 MV0321
 MV0321.Superseded values are not recommended for survey control.
 MV0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0321.See file dsdata.txt to determine how the superseded data were derived.
 MV0321
 MV0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG6418450309(NAD 83)
 MV0321_MARKER: DS = TRIANGULATION STATION DISK
 MV0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0321
 MV0321  HISTORY     - Date     Condition        Report By
 MV0321  HISTORY     - 1935     MONUMENTED       CGS
 MV0321
 MV0321                          STATION DESCRIPTION
 MV0321
 MV0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 MV0321'STATION IS ABOUT 0.4 MILE S OF DENIO, OREGON STORE AND POST
 MV0321'OFFICE, 34.5 FEET W OF DENIO-CEDARVILLE ROAD, 147 FEET N OF N
 MV0321'END OF MR. SMITHS HOUSE, ON THE OREGON-NEVADA BOUNDARY LINE.
 MV0321'AN IRON PIPE FLUSH WITH THE GROUND (GLO) LIES 1.74 METERS EXN OF
 MV0321'STATION.  A HAND HEWED STAKE, WITH FOLLOWING CUT INTO ITS SIDES
 MV0321'N 236, OTHER MARKS OBLITERATED, PROJECTING 3 FEET ABOVE GROUND
 MV0321'LIES 4.35 METERS W OF STATION.  REFERENCE MARK NO. 2 IS C.
 MV0321'AND G.S. BENCH MARK W-67 1934.
 MV0321'
 MV0321'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 MV0321'SET IN CONCRETE.
 MV0321'
 MV0321'STATION IS REACHED FROM DENIO, OREGON, STORE AND POST OFFICE
 MV0321'BY TAKING CEDARVILLE ROAD S 0.4 MILE TO STATION.
 MV0321'
 MV0321'AZIMUTH MARK LIES ABOUT 0.4 MILE N OF STATION IN TOP OF CONCRETE
 MV0321'FILLED HEAD OF GASOLINE STORAGE TANK AT S END OF STORE AND POST
 MV0321'OFFICE AT DENIO, OREGON.  WINDMILL AT HOTEL ABOUT 1/2 MILE E
 MV0321'OF DENIO, OREGON STORE AND POST OFFICE.  FLAG POLE AT HOTEL ABOUT
 MV0321'1/2 MILE E OF DENIO, OREGON STORE AND POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0505 ***********************************************************************
 KQ0505  DESIGNATION -  DENIO
 KQ0505  PID         -  KQ0505
 KQ0505  STATE/COUNTY-  NV/EUREKA
 KQ0505  USGS QUAD   -  COMBS PEAK (1990)
 KQ0505
 KQ0505                         *CURRENT SURVEY CONTROL
 KQ0505  ___________________________________________________________________
 KQ0505* NAD 83(1994)-  39 25 14.25139(N)    116 07 57.58464(W)     ADJUSTED  
 KQ0505* NAVD 88     -      2633.1    (meters)    8639.     (feet)  VERTCON   
 KQ0505  ___________________________________________________________________
 KQ0505  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 KQ0505  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 KQ0505
 KQ0505  HORZ ORDER  -  SECOND
 KQ0505
 KQ0505.The horizontal coordinates were established by classical geodetic methods
 KQ0505.and adjusted by the National Geodetic Survey in June 1998..
 KQ0505
 KQ0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0505
 KQ0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0505
 KQ0505.The geoid height was determined by GEOID03.
 KQ0505
 KQ0505;                    North         East     Units Scale Factor Converg.
 KQ0505;SPC NV E     - 8,518,435.425   152,701.220   MT  0.99992754   -0 20 55.8
 KQ0505;SPC NV E     -27,947,566.89    500,987.25   sFT  0.99992754   -0 20 55.8
 KQ0505;UTM  11      - 4,363,814.372   574,658.139   MT  0.99966863   +0 33 02.9
 KQ0505
 KQ0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0505!SPC NV E     -   0.99959035  x   0.99992754  =   0.99951792
 KQ0505!UTM  11      -   0.99959035  x   0.99966863  =   0.99925912
 KQ0505
 KQ0505:                Primary Azimuth Mark                     Grid Az
 KQ0505:SPC NV E     -  BM                                       069 05 19.5
 KQ0505:UTM  11      -  BM                                       068 11 20.8
 KQ0505
 KQ0505|---------------------------------------------------------------------|
 KQ0505| PID    Reference Object                     Distance      Geod. Az  |
 KQ0505|                                                           dddmmss.s |
 KQ0505| DD6956 BM                                                 0684423.7 |
 KQ0505| KQ0512 COX CAIRN                           APPROX.22.0 KM 2431355.3 |
 KQ0505| DD4847 DENIO RM 2                            5.748 METERS 24440     |
 KQ0505| DD4846 DENIO RM 1                           13.993 METERS 35906     |
 KQ0505|---------------------------------------------------------------------|
 KQ0505
 KQ0505                          SUPERSEDED SURVEY CONTROL
 KQ0505
 KQ0505  NAD 83(1986)-  39 25 14.24987(N)    116 07 57.58424(W) AD(       ) 2
 KQ0505  NAD 27      -  39 25 14.50600(N)    116 07 54.35900(W) AD(       ) 2
 KQ0505  NGVD 29 (07/19/86) 2631.7    (m)         8634.     (f) VERT ANG       
 KQ0505
 KQ0505.Superseded values are not recommended for survey control.
 KQ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0505.See file dsdata.txt to determine how the superseded data were derived.
 KQ0505
 KQ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND7465863814(NAD 83)
 KQ0505_MARKER: DS = TRIANGULATION STATION DISK
 KQ0505_SETTING: 80 = SET IN A BOULDER
 KQ0505_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KQ0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0505
 KQ0505  HISTORY     - Date     Condition        Report By
 KQ0505  HISTORY     - 1954     MONUMENTED       CGS
 KQ0505  HISTORY     - 1955     GOOD             CGS
 KQ0505
 KQ0505                          STATION DESCRIPTION
 KQ0505
 KQ0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0505'THE STATION IS LOCATED AT THE HEAD OF DENIO CANYON, ON THE
 KQ0505'WEST SIDE OF THE FISH CREEK MOUNTAIN RANGE AND ON THE EAST
 KQ0505'SIDE OF ANTELOPE VALLEY.  ABOUT 11 MILES SOUTHWEST OF EUREKA AND
 KQ0505'10 MILES SOUTH OF U.S. HIGHWAY 50.  IT IS ON A PARTIALLY TIMBERED
 KQ0505'MOUNTAIN WITH LARGE OUTCROP FORMATIONS ALONG THE TOP AND WITH
 KQ0505'A SHARP DROP-OFF TO THE SOUTH.
 KQ0505'
 KQ0505'TO REACH FROM THE EUREKA COURT HOUSE, GO WEST ON RUBY HILL
 KQ0505'ROAD (PAVED) FOR 1.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT FOR
 KQ0505'0.4 MILE TO A FORK, TAKE RIGHT FORK, ON EAST SIDE OF MINE
 KQ0505'BUILDINGS, FOR 0.2 MILE TO A FORK ON THE NORTHEAST SIDE OF THE
 KQ0505'BUILDINGS.  TAKE LEFT FORK, SOUTH AND SOUTHWEST, ON THE MAIN
 KQ0505'ROAD, FOR 6.6 MILES TO A FORK AND SIGN ON LEFT DRY LAKE
 KQ0505'4-EUREKA 7-BUTLERS 33.  TAKE LEFT FORK, AS PER SIGN BUTLERS 33,
 KQ0505'AND GO 1.55 MILES TO ANOTHER FORK.  TAKE RIGHT FORK,
 KQ0505'SOUTHWEST AND SOUTH, FOR 1.05 MILES TO A DIAGONAL
 KQ0505'CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST CORNER OF THE
 KQ0505'INTERSECTION.  CONTINUE STRAIGHT AHEAD, SOUTH-SOUTHWEST, FOR
 KQ0505'0.7 MILE TO A Y-FORK, TAKE RIGHT FORK, WEST, FOR 0.4 MILE TO
 KQ0505'FORK.  TAKE RIGHT FORK, WEST AND NORTHWEST, ON TRACK ROAD UP
 KQ0505'WASH, FOR 0.8 MILE.  CROSS THE WASH, GO WEST,
 KQ0505'CROSS-COUNTRY, ON TRACKS FOR 0.9 MILE TO A SADDLE AND THE END
 KQ0505'OF TRUCK TRAVEL.  PACK SOUTH-SOUTHWEST TO THE HIGHEST POINT
 KQ0505'AND STATION.  THIS IS ABOUT A 45-MINUTE PACK.  A 4-WHEEL
 KQ0505'DRIVE VEHICLE IS REQUIRED TO REACH THE END OF TRUCK TRAVEL.
 KQ0505'
 KQ0505'THE STATION AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS
 KQ0505'CEMENTED IN DRILL HOLES IN BOULDERS.
 KQ0505'
 KQ0505'THE STATION MARK, STAMPED DENIO 1954, IS ON THE HIGH POINT
 KQ0505'OF THE MOUNTAIN AND IN A BOULDER PROJECTING ABOUT 6 INCHES.
 KQ0505'
 KQ0505'REFERENCE MARK 1, STAMPED DENIO NO 1 1954, IS ABOUT THE SAME
 KQ0505'ELEVATION AS THE STATION.  IT IS IN A BOULDER PROJECTING ABOUT
 KQ0505'4 FEET ON THE SOUTH SIDE AND WITH A 20-FOOT DROP-OFF ON THE
 KQ0505'NORTH SIDE.
 KQ0505'
 KQ0505'REFERENCE MARK 2, STAMPED DENIO NO 2 1954, IS ABOUT 1 FOOT
 KQ0505'LOWER THAN THE STATION.  IT IS IN A BOULDER PROJECTING ABOUT
 KQ0505'1 FOOT WITH AN 8-FOOT DROP-OFF ON THE NORTHWEST SIDE.
 KQ0505'
 KQ0505'A U.S. GEOLOGICAL SURVEY BENCH MARK, UNSTAMPED, WAS USED AS
 KQ0505'THE AZIMUTH MARK.  IT IS A STANDARD DISK SET IN A CONCRETE
 KQ0505'CYLINDER PROJECTING ABOUT 4 INCHES.  THE MARK IS 54 FEET
 KQ0505'WEST-SOUTHWEST OF THE CENTER OF THE DIAGONAL CROSSROAD
 KQ0505'INTERSECTION AND 5 FEET EAST OF A WITNESS POST.
 KQ0505
 KQ0505                          STATION RECOVERY (1955)
 KQ0505
 KQ0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 KQ0505'NOTE BY USGS, 1955 STATION WAS FOUND AS DESCRIBED.  ALL MARKS WERE
 KQ0505'IN GOOD CONDITION.
 KQ0505'
 KQ0505'STATION MARK STANDARD DISK STAMPED----DENIO 1954---,CEMENTED IN
 KQ0505'DRILL HOLE IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0616 ***********************************************************************
 LS0616  DESIGNATION -  DENT
 LS0616  PID         -  LS0616
 LS0616  STATE/COUNTY-  NV/HUMBOLDT
 LS0616  USGS QUAD   -  SUGARLOAF KNOB (1981)
 LS0616
 LS0616                         *CURRENT SURVEY CONTROL
 LS0616  ___________________________________________________________________
 LS0616* NAD 83(1994)-  40 52 54.64484(N)    118 33 12.35913(W)     ADJUSTED  
 LS0616* NAVD 88     -      1465.8    (meters)    4809.     (feet)  VERTCON   
 LS0616  ___________________________________________________________________
 LS0616  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 LS0616  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 LS0616
 LS0616  HORZ ORDER  -  SECOND
 LS0616
 LS0616.The horizontal coordinates were established by classical geodetic methods
 LS0616.and adjusted by the National Geodetic Survey in June 1998..
 LS0616
 LS0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0616
 LS0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0616
 LS0616.The geoid height was determined by GEOID03.
 LS0616
 LS0616;                    North         East     Units Scale Factor Converg.
 LS0616;SPC NV W     - 4,680,525.981   802,519.897   MT  0.99990008   +0 01 10.5
 LS0616;SPC NV W     -15,356,025.66  2,632,934.03   sFT  0.99990008   +0 01 10.5
 LS0616;UTM  11      - 4,526,802.370   369,118.543   MT  0.99981084   -1 01 00.7
 LS0616
 LS0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0616!SPC NV W     -   0.99977346  x   0.99990008  =   0.99967356
 LS0616!UTM  11      -   0.99977346  x   0.99981084  =   0.99958434
 LS0616
 LS0616|---------------------------------------------------------------------|
 LS0616| PID    Reference Object                     Distance      Geod. Az  |
 LS0616|                                                           dddmmss.s |
 LS0616| DB7170 DENT RM 1                             7.965 METERS 09636     |
 LS0616| LS0617 SAWTOOTH KNOB CAIRN                 APPROX. 2.4 KM 1574222.1 |
 LS0616| DB7171 DENT RM 2                             6.038 METERS 22021     |
 LS0616| LS0614 GOLD BEE                            APPROX. 3.4 KM 2853233.9 |
 LS0616|---------------------------------------------------------------------|
 LS0616
 LS0616                          SUPERSEDED SURVEY CONTROL
 LS0616
 LS0616  NAD 83(1986)-  40 52 54.65347(N)    118 33 12.35602(W) AD(       ) 2
 LS0616  NAD 27      -  40 52 55.00710(N)    118 33 08.78800(W) AD(       ) 2
 LS0616  NGVD 29 (07/19/86) 1464.8    (m)         4806.     (f) VERT ANG       
 LS0616
 LS0616.Superseded values are not recommended for survey control.
 LS0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0616.See file dsdata.txt to determine how the superseded data were derived.
 LS0616
 LS0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF6911926802(NAD 83)
 LS0616_MARKER: DS = TRIANGULATION STATION DISK
 LS0616_SETTING: 66 = SET IN ROCK OUTCROP
 LS0616
 LS0616  HISTORY     - Date     Condition        Report By
 LS0616  HISTORY     - 1958     MONUMENTED       CGS
 LS0616
 LS0616                          STATION DESCRIPTION
 LS0616
 LS0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0616'THE STATION IS LOCATED AIRLINE ABOUT 9-3/4 MILES EAST OF
 LS0616'SULPHUR, 9-1/2 MILES WEST OF JUNGO, 0.25 MILE NORTH OF STATE
 LS0616'HIGHWAY NO. 49 AND ON TOP OF A SMALL KNOLL.
 LS0616'
 LS0616'TO REACH THE STATION FROM THE WESTERN PACIFIC RAILROAD SIDING
 LS0616'IN JUNGO GO WEST ON STATE HIGHWAY NO. 49 FOR 1.1 MILES TO A
 LS0616'RAILROAD CROSSING.  CONTINUE SOUTHWEST AND WEST ON THIS HIGHWAY
 LS0616'FOR 8.8 MILES TO A ROAD FORK ON THE LEFT.  TURN RIGHT AND GO
 LS0616'CROSS COUNTRY FOR 0.25 MILE TO THE HIGHEST POINT AND STATION.
 LS0616'
 LS0616'THE STATION MARK IS A STANDARD DENT 1958 CEMENTED IN A DRILL
 LS0616'HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 3 INCHES ABOVE
 LS0616'THE GROUND.  IT IS 8.9 FEET NORTH-NORTHWEST OF A STANDARD WITNESS
 LS0616'POST.
 LS0616'
 LS0616'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DENT NO 1
 LS0616'1958 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 LS0616'IS FLUSH WITH THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE
 LS0616'STATION.
 LS0616'
 LS0616'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DENT NO 2
 LS0616'1958 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LS0616'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 6 INCHES
 LS0616'HIGHER THAN THE STATION.
 LS0616'
 LS0616'TRIANGULATION STATION GOLDBEE 1935 CAN BE USED FOR AN AZIMUTH
 LS0616'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0477 ***********************************************************************
 KQ0477  DESIGNATION -  DESATOYA NORTH TWIN PEAK CAIRN
 KQ0477  PID         -  KQ0477
 KQ0477  STATE/COUNTY-  NV/CHURCHILL
 KQ0477  USGS QUAD   -  DESATOYA PEAK (1969)
 KQ0477
 KQ0477                         *CURRENT SURVEY CONTROL
 KQ0477  ___________________________________________________________________
 KQ0477* NAD 83(1994)-  39 22 09.37559(N)    117 45 34.92532(W)     ADJUSTED  
 KQ0477* NAVD 88     -                                                        
 KQ0477  ___________________________________________________________________
 KQ0477  LAPLACE CORR-           9.44  (seconds)                    DEFLEC99
 KQ0477  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 KQ0477
 KQ0477  HORZ ORDER  -  THIRD
 KQ0477
 KQ0477.The horizontal coordinates were established by classical geodetic methods
 KQ0477.and adjusted by the National Geodetic Survey in June 1998..
 KQ0477
 KQ0477
 KQ0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0477
 KQ0477.The geoid height was determined by GEOID03.
 KQ0477
 KQ0477;                    North         East     Units Scale Factor Converg.
 KQ0477;SPC NV W     - 4,512,914.064   870,969.305   MT  0.99996199   +0 31 20.9
 KQ0477;SPC NV W     -14,806,118.89  2,857,505.13   sFT  0.99996199   +0 31 20.9
 KQ0477;SPC NV C     - 6,513,160.379   405,816.752   MT  1.00000918   -0 41 36.2
 KQ0477;SPC NV C     -21,368,593.68  1,331,417.13   sFT  1.00000918   -0 41 36.2
 KQ0477;UTM  11      - 4,358,031.491   434,559.045   MT  0.99965273   -0 28 54.9
 KQ0477
 KQ0477                          SUPERSEDED SURVEY CONTROL
 KQ0477
 KQ0477  NAD 83(1986)-  39 22 09.45241(N)    117 45 34.93314(W) AD(       ) 4
 KQ0477  NAD 27      -  39 22 09.73200(N)    117 45 31.52200(W) AD(       ) 3
 KQ0477
 KQ0477.Superseded values are not recommended for survey control.
 KQ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0477.See file dsdata.txt to determine how the superseded data were derived.
 KQ0477
 KQ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD3455958031(NAD 83)
 KQ0477_MARKER: 72 = CAIRN
 KQ0477
 KQ0477  HISTORY     - Date     Condition        Report By
 KQ0477  HISTORY     - 1954     FIRST OBSERVED   CGS
 KQ0477
 KQ0477                          STATION DESCRIPTION
 KQ0477
 KQ0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LGT)
 KQ0477'THE STATION IS LOCATED ABOUT 54 MILES, AIR LINE, EAST-SOUTHEAST
 KQ0477'OF FALLON, 38 MILES, AIR LINE, WEST-SOUTHWEST OF AUSTIN, AND
 KQ0477'7 MILES, AIR LINE, NORTHEAST OF EASTGATE.  IT IS ON THE
 KQ0477'HIGHEST POINT OF A BARE, PROMINENT PEAK WHICH IS THE NORTH
 KQ0477'ONE OF TWO PEAKS.
 KQ0477'
 KQ0477'THE STATION IS THE CENTER OF THE CAIRN, WHICH IS ABOUT 3
 KQ0477'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1558 ***********************************************************************
 KR1558  DESIGNATION -  DESERT
 KR1558  PID         -  KR1558
 KR1558  STATE/COUNTY-  NV/CHURCHILL
 KR1558  USGS QUAD   -  DESERT PEAK (1986)
 KR1558
 KR1558                         *CURRENT SURVEY CONTROL
 KR1558  ___________________________________________________________________
 KR1558* NAD 83(1994)-  39 47 09.76046(N)    118 56 15.53647(W)     ADJUSTED  
 KR1558* NAVD 88     -      1636.4    (meters)    5369.     (feet)  VERT ANG  
 KR1558  ___________________________________________________________________
 KR1558  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 KR1558  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 KR1558
 KR1558  HORZ ORDER  -  SECOND
 KR1558
 KR1558.The horizontal coordinates were established by classical geodetic methods
 KR1558.and adjusted by the National Geodetic Survey in June 1998..
 KR1558
 KR1558.The orthometric height was determined by vertical angle observations.
 KR1558
 KR1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1558
 KR1558.The geoid height was determined by GEOID03.
 KR1558
 KR1558;                    North         East     Units Scale Factor Converg.
 KR1558;SPC NV W     - 4,558,918.834   769,652.397   MT  0.99991133   -0 13 36.3
 KR1558;SPC NV W     -14,957,052.87  2,525,101.24   sFT  0.99991133   -0 13 36.3
 KR1558;UTM  11      - 4,405,806.401   334,082.016   MT  0.99993892   -1 14 24.8
 KR1558
 KR1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1558!SPC NV W     -   0.99974708  x   0.99991133  =   0.99965843
 KR1558!UTM  11      -   0.99974708  x   0.99993892  =   0.99968602
 KR1558
 KR1558:                Primary Azimuth Mark                     Grid Az
 KR1558:SPC NV W     -  HOT SPRNGS REL STA TEL CO BLDG           104 14 51.4
 KR1558:UTM  11      -  HOT SPRNGS REL STA TEL CO BLDG           105 15 39.9
 KR1558
 KR1558|---------------------------------------------------------------------|
 KR1558| PID    Reference Object                     Distance      Geod. Az  |
 KR1558|                                                           dddmmss.s |
 KR1558| KR1555 HOT SPRNGS REL STA TEL CO BLDG      APPROX. 8.3 KM 1040115.1 |
 KR1558| DA9001 DESERT RM 1                           5.619 METERS 17518     |
 KR1558| KR1547 AIRWAY BN 23 12 MI NE OF HAZEN      APPROX. 4.3 KM 1782434.8 |
 KR1558| KR1550 ROCKY 2                             APPROX.10.7 KM 2052704.0 |
 KR1558| DA9002 DESERT RM 2                           6.056 METERS 32359     |
 KR1558|---------------------------------------------------------------------|
 KR1558
 KR1558                          SUPERSEDED SURVEY CONTROL
 KR1558
 KR1558  NAD 83(1986)-  39 47 09.76498(N)    118 56 15.53001(W) AD(       ) 2
 KR1558  NAD 27      -  39 47 10.08500(N)    118 56 11.95090(W) AD(       ) 2
 KR1558  NGVD 29 (07/19/86) 1635.4    (m)         5365.     (f) VERT ANG       
 KR1558
 KR1558.Superseded values are not recommended for survey control.
 KR1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1558.See file dsdata.txt to determine how the superseded data were derived.
 KR1558
 KR1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE3408205806(NAD 83)
 KR1558_MARKER: DS = TRIANGULATION STATION DISK
 KR1558_SETTING: 66 = SET IN ROCK OUTCROP
 KR1558_SP_SET: SET IN ROCK OUTCROP
 KR1558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1558+STABILITY: POSITION/ELEVATION WELL
 KR1558
 KR1558  HISTORY     - Date     Condition        Report By
 KR1558  HISTORY     - 1950     MONUMENTED       USGS
 KR1558  HISTORY     - 1950     GOOD             USGS
 KR1558  HISTORY     - 1956     GOOD             USGS
 KR1558  HISTORY     - 1958     GOOD             USGS
 KR1558  HISTORY     - 1974     GOOD             NGS
 KR1558
 KR1558                          STATION DESCRIPTION
 KR1558
 KR1558'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KR1558'LOCATED ABOUT 24 MI NW. OF FALLON, 4 MI E. OF BRADYS HOT SPRINGS.
 KR1558'ON TOP OF HILL COVERED WITH LAVA BOULDERS.
 KR1558'
 KR1558'TO REACH FROM PARRAN, DRIVE 1.4 MI N. TO RD. FORKS.  TURN LEFT
 KR1558'FOLLOWING MAIN RD. W. AND N. 9.3 MI TO U.S. HWY. 40.  TURN LEFT ON
 KR1558'U.S. HWY. 40 4.7 MI.  TURN LEFT ON MINE AND TRACK RD. 4.4 MI TO
 KR1558'END OF TRUCK TRAVEL.  WALK TO HIGHEST POINT AND STATION.  A
 KR1558'15-MINUTE PACK.
 KR1558'
 KR1558'STATION MARK--STANDARD TABLET STAMPED---DESERT 1950---, CEMENTED IN
 KR1558'ROCK OUTCROP.
 KR1558'
 KR1558'RM 1--STANDARD RM TABLET STAMPED---NO 1 1950---, CEMENTED IN ROCK.
 KR1558'
 KR1558'RM 2--STANDARD RM TABLET STAMPED---NO 2 1950---, CEMENTED IN ROCK.
 KR1558
 KR1558                          STATION RECOVERY (1950)
 KR1558
 KR1558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KR1558'LOCATED ABOUT 24 MI. NW. OF FALLON AND 4 MI. E. OF BRADYS HOT SPRINGS,
 KR1558'ON TOP OF HILL COVERED WITH LAVA BOULDERS.
 KR1558'
 KR1558'TO REACH FROM PARRAN, DRIVE N. FOR 1.4 MI. TO RD. FORKS, TURN LEFT
 KR1558'AND FOLLOW MAIN RD. W. AND N. 9.3 MI. TO U.S. HWY. 40, TURN LEFT ON
 KR1558'U.S. HWY. 40 FOR 4.7 MI., TURN LEFT ON MINE RD. AND TRACK RD. FOR 4.4
 KR1558'MI. TO END OF TRUCK TRAVEL.  LEAVE TRUCK AND WALK TO HIGHEST POINT IN
 KR1558'VICINITY AND STATION.  A 15-MINUTE PACK.
 KR1558'
 KR1558'STATION MARK--STANDARD TABLET STAMPED---DESERT 1950---, CEMENTED IN
 KR1558'ROCK OUTCROP.
 KR1558'
 KR1558'RM NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1 1950---,
 KR1558'CEMENTED IN ROCK.
 KR1558'
 KR1558'RM NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2 1950---,
 KR1558'CEMENTED IN ROCK.
 KR1558
 KR1558                          STATION RECOVERY (1956)
 KR1558
 KR1558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KR1558'RECOVERED AS DESCRIBED BY USGS IN 1950.  ALL MARKS IN GOOD
 KR1558'CONDITION.
 KR1558
 KR1558                          STATION RECOVERY (1958)
 KR1558
 KR1558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 (WH)
 KR1558'ON THE SUMMIT OF DESERT PEAK, THE HIGHEST POINT IN THE HOT
 KR1558'SPRINGS MOUNTAINS, 4-1/2 MILES EAST OF BRADY HOT SPRINGS, THE
 KR1558'STATION MARKED BY DISKS OF THE U.S. GEOLOGICAL SURVEY SET IN
 KR1558'BOULDERS.  STATION MARK IS STAMPED DESERT 1950, AND THE
 KR1558'REFERENCE MARK DISKS STAMPED NO 1 AND NO 2 RESPECTIVELY.
 KR1558'
 KR1558'REACHED FROM BRADY HOT SPRINGS BY CONTINUING SOUTHWARD ON U.S.
 KR1558'HIGHWAY 40 FOR 2.7 MILES WHEN TURN LEFT, EASTERLY AND FOLLOW A
 KR1558'DIRT ROAD TO A BUILDING OF THE BELL TELEPHONE COMPANY.  THENCE
 KR1558'TAKE TRACK ROAD ALONG TELEPHONE LINE EAST NORTHEAST FOR 2.8
 KR1558'MILES AND WHERE TELEPHONE LINE PASSES DIRECTLY OVER HILL AND
 KR1558'TRACK ROAD BEARS RIGHT, KEEP ON CABLE LINE TO TOP OF SWALE
 KR1558'WHEN TURN LEFT AND CROSS COUNTRY TOWARD STATION PEAK ABOUT
 KR1558'1-1/2 MILE DISTANT TO NORTH.  AIRWAY BEACON 23 IS ABOUT 1 MILE
 KR1558'SOUTH FROM THIS POINT.  PROCEED CROSS COUNTRY AND UP RED
 KR1558'COLORED RIDGE TO WITHIN 75 YARDS OF THE STATION.
 KR1558'
 KR1558'THE TRAVEL FROM LAST MILEAGE IS 2.1 MILES.
 KR1558
 KR1558                          STATION RECOVERY (1974)
 KR1558
 KR1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JDS)
 KR1558'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 KR1558'BY W. HUSEMEYER IN 1958.
 KR1558'
 KR1558'THE TO REACH IS ADEQUATE.  THIS STATION WAS USED FOR A CHECK
 KR1558'ANGLE.
 KR1558'
 KR1558'A 4-WHEEL DRIVE VEHICLE IS NEEDEDED TO REACH THIS STATION.
 KR1558'
 KR1558'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22 MILES
 KR1558'NORTHEAST OF FERNLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0309 ***********************************************************************
 MV0309  DESIGNATION -  DESERT
 MV0309  PID         -  MV0309
 MV0309  STATE/COUNTY-  NV/HUMBOLDT
 MV0309  USGS QUAD   -  PIDGEON SPRING SW (1980)
 MV0309
 MV0309                         *CURRENT SURVEY CONTROL
 MV0309  ___________________________________________________________________
 MV0309* NAD 83(1994)-  41 05 19.20225(N)    118 54 59.93585(W)     ADJUSTED  
 MV0309* NAVD 88     -      1578.6    (meters)    5179.     (feet)  VERTCON   
 MV0309  ___________________________________________________________________
 MV0309  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 MV0309  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 MV0309
 MV0309  HORZ ORDER  -  FIRST
 MV0309
 MV0309.The horizontal coordinates were established by classical geodetic methods
 MV0309.and adjusted by the National Geodetic Survey in June 1998..
 MV0309
 MV0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0309
 MV0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0309
 MV0309.The geoid height was determined by GEOID03.
 MV0309
 MV0309;                    North         East     Units Scale Factor Converg.
 MV0309;SPC NV W     - 4,703,545.064   771,996.831   MT  0.99990965   -0 13 08.6
 MV0309;SPC NV W     -15,431,547.43  2,532,792.94   sFT  0.99990965   -0 13 08.6
 MV0309;UTM  11      - 4,550,370.021   339,018.960   MT  0.99991895   -1 15 35.8
 MV0309
 MV0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0309!SPC NV W     -   0.99975583  x   0.99990965  =   0.99966550
 MV0309!UTM  11      -   0.99975583  x   0.99991895  =   0.99967480
 MV0309
 MV0309|---------------------------------------------------------------------|
 MV0309| PID    Reference Object                     Distance      Geod. Az  |
 MV0309|                                                           dddmmss.s |
 MV0309| CD6378 DESERT RM 1                          20.620 METERS 03134     |
 MV0309| MV0306 KING LEAR PEAK CAIRN                APPROX.32.9 KM 0671821.2 |
 MV0309| CD6377 DESERT AZ MK                                       1183641.3 |
 MV0309| CD6379 DESERT RM 2                          18.697 METERS 20752     |
 MV0309| MV0352 PAHUTE PEAK CAIRN                   APPROX.24.4 KM 3303225.9 |
 MV0309|---------------------------------------------------------------------|
 MV0309
 MV0309                          SUPERSEDED SURVEY CONTROL
 MV0309
 MV0309  NAD 83(1986)-  41 05 19.21367(N)    118 54 59.93763(W) AD(       ) 1
 MV0309  NAD 27      -  41 05 19.57500(N)    118 54 56.31400(W) AD(       ) 1
 MV0309  NGVD 29 (03/31/99) 1577.6    (m)         5176.     (f) VERT ANG       
 MV0309
 MV0309.Superseded values are not recommended for survey control.
 MV0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0309.See file dsdata.txt to determine how the superseded data were derived.
 MV0309
 MV0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF3901950370(NAD 83)
 MV0309_MARKER: DS = TRIANGULATION STATION DISK
 MV0309_SETTING: 66 = SET IN ROCK OUTCROP
 MV0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0309+STABILITY: POSITION/ELEVATION WELL
 MV0309
 MV0309  HISTORY     - Date     Condition        Report By
 MV0309  HISTORY     - 1935     MONUMENTED       CGS
 MV0309  HISTORY     - 1940     GOOD             CGS
 MV0309  HISTORY     - 1974     GOOD             USGS
 MV0309
 MV0309                          STATION DESCRIPTION
 MV0309
 MV0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 MV0309'STATION IS ON THE HIGH, LONE PEAK, THE FIRST PROMINENT PEAK
 MV0309'TO THE N OF THE BLACK ROCK POINT, 17 MILES AIRLINE, NW OF
 MV0309'THE TOWN OF SULPHUR AND 20 MILES SW OF KING LEAR MOUNTAIN.
 MV0309'
 MV0309'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 MV0309'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 MV0309'
 MV0309'AZIMUTH MARK IS 1/2 MILE SE OF THE SHARP ROCK OUTCROP.
 MV0309'
 MV0309'STATION IS REACHED FROM SULPHUR AS FOLLOWS--CROSS THE RAILROAD
 MV0309'AND GO NW ON THE OLD ROAD JUST N OF THE SHACK AND CONTINUE
 MV0309'ON THE TRACKS 1.8 MILES.  TURN SHARP LEFT, ACROSS THE WASH
 MV0309'TO THE RIGHT AND CONTINUE NW, 9.0 MILES.  TAKE THE RIGHT FORK
 MV0309'AND GO 5.8 MILES TO A POINT JUST E OF THE MOUNTAIN, TURN LEFT
 MV0309'AND GO W ACROSS COUNTRY 1.3 MILES TO THE BASE OF THE MOUNTAIN
 MV0309'AND THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL,
 MV0309'CLIMB W TO THE HIGHEST POINT AND STATION.  (ONE-HOUR PACK.)
 MV0309
 MV0309                          STATION RECOVERY (1940)
 MV0309
 MV0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MV0309'ORIGNAL DESCRIPTION WAS FOLLOWED AND FOUND CORRECT, BUT THE
 MV0309'ROAD WAS UNUSED AND BADLY WASHED.  A NEW ROUTE IS DESCRIBED
 MV0309'BELOW.  ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES
 MV0309'AND DIRECTIONS TO MARKS ARE LISTED BELOW.
 MV0309'
 MV0309'STATION IS LOCATED 17 MILES NW OF THE TOWN OF SULPHUR, 20
 MV0309'MILES SW OF KING LEAR MOUNTAIN AND ABOUT 11 MILES N OF BLACK
 MV0309'ROCK POINT ON A HIGH, LONE PEAK WHICH PROJECTS E INTO THE
 MV0309'FLAT FROM THE MAIN N-S RANGE, AND IS ALMOST ISOLATED FROM
 MV0309'THE MAIN RANGE.  WHEN VIEWED FROM THE SE IT APPEARS AS A
 MV0309'HIGH, ROUND, DOME WITH A SMALLER DOME AT THE NE END AND
 MV0309'SHARP CLIFFS ALONG THE E SIDE.  THERE ARE MORE PROMINENT
 MV0309'PEAKS IN THE BACKGROUND.
 MV0309'
 MV0309'STATION MARK IS ON HIGHEST POINT OF PEAK SET IN OUTCROP OF
 MV0309'ROCK.
 MV0309'
 MV0309'REFERENCE MARKS ARE IN PROMINENT ROCK OUTCROPS AND EASILY
 MV0309'LOCATED.
 MV0309'
 MV0309'AZIMUTH MARK IS IN THE TOP OF A ROCK PINNACLE WHICH IS THE
 MV0309'NE, E PROJECTING OF AND LOWER THAN THE LARGE PINNACLE, JUST
 MV0309'ABOVE THE END OF TRUCK TRAVEL.  IT CAN BE REACHED FROM THE
 MV0309'END OF TRUCK TRAVEL BY CLIMBING UP STEEP SLOPE TO N SIDE OF
 MV0309'LARGE PINNACLE ENROUTE TO STATION.
 MV0309'
 MV0309'WHERE THE DRY LAKE BED ROAD FROM GERLACH TO SULPHUR FORKS AT
 MV0309'A POINT ABOUT 30 MILES NE OF GERLACH AND 10 MILES W OF SULPHUR,
 MV0309'THERE IS A SIGN POST IN THE MIDDLE OF A BARE FLAT, AND TRACKS
 MV0309'LEADING NW (PIUTE RANCH ROAD).  INQUIRE AT SULPHUR OR GERLACH,
 MV0309'AS THESE TRACK ROADS CHANGE FROM TIME TO TIME.  TURN NW
 MV0309'AND N ON THE PIUTE RANCH ROAD WHICH PASSES JUST E OF BLACK
 MV0309'ROCK POINT AND CONTINUE N ON THE MAIN TRACKS, WHICH FOLLOW
 MV0309'A SERIES OF BARE FLATS ALONG THE E SIDE OF THE MOUNTAINS
 MV0309'15-1/2 MILES TO A LONE, DOME-SHAPED PEAK, WITH SMALLER DOME
 MV0309'AT NE END AND SHARP CLIFFS ON E SIDE.  AT THIS POINT, THE
 MV0309'MAIN TRACKS ARE ABOUT 1.0 MILE E OF THE MOUNTAINS, TURN W,
 MV0309'CROSS COUNTRY, TO FOOT OF HILL AND END OF TRUCK TRAVEL.
 MV0309'PACK W UP STEEP SLOPE TO HIGHEST POINT AND STATION.  (ABOUT
 MV0309'1-HOUR PACK).
 MV0309
 MV0309                          STATION RECOVERY (1974)
 MV0309
 MV0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MV0309'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41118-3 STATION 1004.
 MV0309'STATION MARK--STANDARD DISC WEDGED IN DRILL HOLE IN OUTCROPPING BED-
 MV0309'ROCK. REFERENCE MARK NO. 2--NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1381 ***********************************************************************
 FS1381  DESIGNATION -  DESERT
 FS1381  PID         -  FS1381
 FS1381  STATE/COUNTY-  NV/CLARK
 FS1381  USGS QUAD   -  DESERT (1985)
 FS1381
 FS1381                         *CURRENT SURVEY CONTROL
 FS1381  ___________________________________________________________________
 FS1381* NAD 83(1994)-  35 31 59.67931(N)    115 16 16.52702(W)     ADJUSTED  
 FS1381* NAVD 88     -      1341.1    (meters)    4400.     (feet)  VERTCON   
 FS1381  ___________________________________________________________________
 FS1381  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 FS1381  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FS1381
 FS1381  HORZ ORDER  -  THIRD
 FS1381
 FS1381.The horizontal coordinates were established by classical geodetic methods
 FS1381.and adjusted by the National Geodetic Survey in June 1998..
 FS1381
 FS1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1381
 FS1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1381
 FS1381.The geoid height was determined by GEOID03.
 FS1381
 FS1381;                    North         East     Units Scale Factor Converg.
 FS1381;SPC NV E     - 8,086,931.708   228,299.994   MT  0.99990987   +0 10 52.9
 FS1381;SPC NV E     -26,531,875.11    749,014.23   sFT  0.99990987   +0 10 52.9
 FS1381;SPC CA 5     -   728,906.457 2,247,448.459   MT  1.00001519   +1 33 19.5
 FS1381;SPC CA 5     - 2,391,420.60  7,373,503.82   sFT  1.00001519   +1 33 19.5
 FS1381;UTM  11      - 3,933,554.820   656,728.173   MT  0.99990271   +1 00 17.7
 FS1381
 FS1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1381!SPC NV E     -   0.99979406  x   0.99990987  =   0.99970395
 FS1381!SPC CA 5     -   0.99979406  x   1.00001519  =   0.99980925
 FS1381!UTM  11      -   0.99979406  x   0.99990271  =   0.99969679
 FS1381
 FS1381|---------------------------------------------------------------------|
 FS1381| PID    Reference Object                     Distance      Geod. Az  |
 FS1381|                                                           dddmmss.s |
 FS1381| CS5944 DESERT RM 1                           3.834 METERS 20749     |
 FS1381| CS5945 DESERT RM 2                           5.767 METERS 29854     |
 FS1381|---------------------------------------------------------------------|
 FS1381
 FS1381                          SUPERSEDED SURVEY CONTROL
 FS1381
 FS1381  NAD 83(1992)-  35 31 59.67393(N)    115 16 16.51864(W) AD(1991.35) 3
 FS1381  NAD 83(1992)-  35 31 59.67987(N)    115 16 16.51609(W) AD(       ) 3
 FS1381  NAD 83(1992)-  35 31 59.67441(N)    115 16 16.52793(W) AD(       ) 3
 FS1381  NAD 83(1986)-  35 31 59.68196(N)    115 16 16.52346(W) AD(       ) 3
 FS1381  NGVD 29 (05/21/91) 1340.2    (m)         4397.     (f) VERT ANG       
 FS1381
 FS1381.Superseded values are not recommended for survey control.
 FS1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1381.See file dsdata.txt to determine how the superseded data were derived.
 FS1381
 FS1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5672833555(NAD 83)
 FS1381_MARKER: DS = TRIANGULATION STATION DISK
 FS1381_SETTING: 66 = SET IN ROCK OUTCROP
 FS1381_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FS1381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1381+STABILITY: POSITION/ELEVATION WELL
 FS1381
 FS1381  HISTORY     - Date     Condition        Report By
 FS1381  HISTORY     - 1955     MONUMENTED       USGS
 FS1381
 FS1381                          STATION DESCRIPTION
 FS1381
 FS1381'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FS1381'LOCATED 17.0 MI S. OF JEAN, 4.5 MI N. OF NIPTON, CA, 2.5 MI E. OF
 FS1381'DESERT STATION ON UNION PACIFIC RR.  ON HIGHEST POINT OF ROUNDED
 FS1381'PEAK NEAR SOUTH END OF GROUP OF HILLS W. OF MCCULLOUGH RANGE.
 FS1381'
 FS1381'TO REACH FROM RR. X-ING. IN NIPTON, CA, GO 0.1 MI E.  TURN LEFT
 FS1381'4.5 MI N. ALONG EAST SIDE OF RR. TO BRIDGE JUST S. OF DESERT
 FS1381'SIDING.  TURN RIGHT FOLLOWING DIM RD. NE. INTO LARGE WASH ABOUT
 FS1381'MIDWAY OF GROUP OF HILLS.  PASS ABANDONED CABIN ON LEFT AND FOLLOW
 FS1381'RIGHT FORK OF WASH ABOUT 0.8 MI.  PACK UP RIDGE S. AND EASTERLY TO
 FS1381'TOP AND STATION.  ABOUT A 30-MINUTE PACK.
 FS1381'
 FS1381'STATION MARK--STANDARD TABLET STAMPED---DESERT 1955---, CEMENTED IN
 FS1381'DRILL HOLE IN ROCK OUTCROP.
 FS1381'
 FS1381'RM 1--COPPER NAIL AND WASHER IN NATURALLY EMBEDDED BOULDER.
 FS1381'
 FS1381'RM 2--COPPER NAIL AND WASHER IN NATURALLY EMBEDDED BOULDER.
 FS1381'
 FS1381'NOTE--THIS HILL IS PROBABLY 1898 NGS INTERSECTED STATION ROUNDED
 FS1381'PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1297 ***********************************************************************
 JR1297  DESIGNATION -  DESERT CREEK PEAK
 JR1297  PID         -  JR1297
 JR1297  STATE/COUNTY-  NV/LYON
 JR1297  USGS QUAD   -  DESERT CREEK PEAK (1988)
 JR1297
 JR1297                         *CURRENT SURVEY CONTROL
 JR1297  ___________________________________________________________________
 JR1297* NAD 83(1994)-  38 36 50.51990(N)    119 18 56.47710(W)     ADJUSTED  
 JR1297* NAVD 88     -      2735.1    (meters)    8973.     (feet)  VERTCON   
 JR1297  ___________________________________________________________________
 JR1297  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 JR1297  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 JR1297
 JR1297  HORZ ORDER  -  THIRD
 JR1297
 JR1297.The horizontal coordinates were established by classical geodetic methods
 JR1297.and adjusted by the National Geodetic Survey in June 1998..
 JR1297
 JR1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1297
 JR1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1297
 JR1297.The geoid height was determined by GEOID03.
 JR1297
 JR1297;                    North         East     Units Scale Factor Converg.
 JR1297;SPC NV W     - 4,429,010.301   736,221.509   MT  0.99995008   -0 27 25.4
 JR1297;SPC NV W     -14,530,844.63  2,415,420.07   sFT  0.99995008   -0 27 25.4
 JR1297;SPC CA 3     -   735,283.257 2,103,149.357   MT  1.00004258   +0 43 30.3
 JR1297;SPC CA 3     - 2,412,341.82  6,900,082.52   sFT  1.00004258   +0 43 30.3
 JR1297;UTM  11      - 4,276,490.295   298,383.419   MT  1.00010060   -1 26 44.3
 JR1297
 JR1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1297!SPC NV W     -   0.99957488  x   0.99995008  =   0.99952498
 JR1297!SPC CA 3     -   0.99957488  x   1.00004258  =   0.99961744
 JR1297!UTM  11      -   0.99957488  x   1.00010060  =   0.99967544
 JR1297
 JR1297                          SUPERSEDED SURVEY CONTROL
 JR1297
 JR1297  NAD 83(1992)-  38 36 50.52028(N)    119 18 56.47519(W) AD(       ) 3
 JR1297  NGVD 29 (03/15/94) 2733.8    (m)         8969.     (f) VERT ANG       
 JR1297
 JR1297.Superseded values are not recommended for survey control.
 JR1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1297.See file dsdata.txt to determine how the superseded data were derived.
 JR1297
 JR1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC9838376490(NAD 83)
 JR1297_MARKER: 72 = CAIRN
 JR1297
 JR1297  HISTORY     - Date     Condition        Report By
 JR1297  HISTORY     - UNK      FIRST OBSERVED
 JR1297  HISTORY     - 1955     GOOD             USGS
 JR1297
 JR1297                          STATION DESCRIPTION
 JR1297
 JR1297'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JR1297'TEXT PREVIOUSLY SUBMITTED IN JOB SM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1523 ***********************************************************************
 KR1523  DESIGNATION -  DESERT PEAK
 KR1523  PID         -  KR1523
 KR1523  STATE/COUNTY-  NV/CHURCHILL
 KR1523  USGS QUAD   -  RUSSELL SPIT (1987)
 KR1523
 KR1523                         *CURRENT SURVEY CONTROL
 KR1523  ___________________________________________________________________
 KR1523* NAD 83(1994)-  39 12 42.46337(N)    118 49 54.93812(W)     ADJUSTED  
 KR1523* NAVD 88     -      1953.     (meters)    6407.     (feet)  SCALED    
 KR1523  ___________________________________________________________________
 KR1523  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KR1523  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 KR1523
 KR1523  HORZ ORDER  -  SECOND
 KR1523
 KR1523.The horizontal coordinates were established by classical geodetic methods
 KR1523.and adjusted by the National Geodetic Survey in June 1998..
 KR1523
 KR1523.The orthometric height was scaled from a topographic map.
 KR1523
 KR1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1523
 KR1523.The geoid height was determined by GEOID03.
 KR1523
 KR1523;                    North         East     Units Scale Factor Converg.
 KR1523;SPC NV W     - 4,495,138.577   778,531.684   MT  0.99990567   -0 09 25.8
 KR1523;SPC NV W     -14,747,800.48  2,554,232.70   sFT  0.99990567   -0 09 25.8
 KR1523;UTM  11      - 4,341,878.937   341,838.740   MT  0.99990801   -1 09 30.1
 KR1523
 KR1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1523!SPC NV W     -   0.99969752  x   0.99990567  =   0.99960322
 KR1523!UTM  11      -   0.99969752  x   0.99990801  =   0.99960556
 KR1523
 KR1523                          SUPERSEDED SURVEY CONTROL
 KR1523
 KR1523  NAD 83(1986)-  39 12 42.47126(N)    118 49 54.93635(W) AD(       ) 2
 KR1523  NAD 27      -  39 12 42.75900(N)    118 49 51.39400(W) AD(       ) 2
 KR1523
 KR1523.Superseded values are not recommended for survey control.
 KR1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1523.See file dsdata.txt to determine how the superseded data were derived.
 KR1523
 KR1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD4183941879(NAD 83)
 KR1523
 KR1523  HISTORY     - Date     Condition        Report By
 KR1523  HISTORY     - UNK      MONUMENTED       NVGS
 KR1523  HISTORY     - 1934     GOOD             NVGS
 KR1523
 KR1523                          STATION DESCRIPTION
 KR1523
 KR1523'DESCRIBED BY NEVADA GEODETIC SURVEY 1934 (LHT)
 KR1523'RECOVERED IN 1934 BY NEVADA GEOD. SURVEY FROM ORIGINAL
 KR1523'DESCRIPTION COPIED BELOW.  NO COMMENTS WERE MADE BY THE FIELD
 KR1523'PARTY REGARDING CONDITION OF MARK AND CORRECTNESS OF DESCRIPTION.
 KR1523'
 KR1523'ON HIGHEST PART AND NORTH END OF DESERT MOUNTAIN, ABOUT 18
 KR1523'MILES (AIRLINE) SOUTH BY WEST FROM TOWN OF FALLON, AND 5 MILES
 KR1523'(AIRLINE) WEST OF ROAD FROM SCHURZ TO FALLON, ON A FLAT
 KR1523'TOPPED GENTLY SLOPING HILL OF THIS RANGE.  TWO PROMINENT
 KR1523'PEAKS LIE SOUTH OF STATION.  STATION IS A U.S.C. AND G.S.
 KR1523'AND STATE SURVEY STANDARD DISK IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1524 ***********************************************************************
 KR1524  DESIGNATION -  DESERT PEAK
 KR1524  PID         -  KR1524
 KR1524  STATE/COUNTY-  NV/CHURCHILL
 KR1524  USGS QUAD   -  RUSSELL SPIT (1987)
 KR1524
 KR1524                         *CURRENT SURVEY CONTROL
 KR1524  ___________________________________________________________________
 KR1524* NAD 83(1994)-  39 12 42.45650(N)    118 49 54.72639(W)     ADJUSTED  
 KR1524* NAVD 88     -      1952.0    (meters)    6404.     (feet)  VERT ANG  
 KR1524  ___________________________________________________________________
 KR1524  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KR1524  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 KR1524
 KR1524  HORZ ORDER  -  FIRST
 KR1524
 KR1524.The horizontal coordinates were established by classical geodetic methods
 KR1524.and adjusted by the National Geodetic Survey in June 1998..
 KR1524
 KR1524.The orthometric height was determined by vertical angle observations.
 KR1524
 KR1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1524
 KR1524.The geoid height was determined by GEOID03.
 KR1524
 KR1524;                    North         East     Units Scale Factor Converg.
 KR1524;SPC NV W     - 4,495,138.351   778,536.763   MT  0.99990567   -0 09 25.6
 KR1524;SPC NV W     -14,747,799.74  2,554,249.36   sFT  0.99990567   -0 09 25.6
 KR1524;UTM  11      - 4,341,878.623   341,843.814   MT  0.99990799   -1 09 30.0
 KR1524
 KR1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1524!SPC NV W     -   0.99969769  x   0.99990567  =   0.99960339
 KR1524!UTM  11      -   0.99969769  x   0.99990799  =   0.99960571
 KR1524
 KR1524|---------------------------------------------------------------------|
 KR1524| PID    Reference Object                     Distance      Geod. Az  |
 KR1524|                                                           dddmmss.s |
 KR1524| DA8999 DESERT PEAK RM 2                      6.418 METERS 07322     |
 KR1524| DA9000 DESERT PEAK RM 3 AZIMUTH                           1342514.5 |
 KR1524| KR1526 SANDY                               APPROX.20.1 KM 1645437.0 |
 KR1524| KR1523 DESERT PEAK                           5.084 METERS 27223     |
 KR1524| DA8998 DESERT PEAK RM 1                      5.414 METERS 34331     |
 KR1524|---------------------------------------------------------------------|
 KR1524
 KR1524                          SUPERSEDED SURVEY CONTROL
 KR1524
 KR1524  NAD 83(1986)-  39 12 42.46439(N)    118 49 54.72462(W) AD(       ) 1
 KR1524  NAD 27      -  39 12 42.75200(N)    118 49 51.18200(W) AD(       ) 1
 KR1524  NGVD 29 (03/15/94) 1951.9    (m)         6404.     (f) VERT ANG       
 KR1524
 KR1524.Superseded values are not recommended for survey control.
 KR1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1524.See file dsdata.txt to determine how the superseded data were derived.
 KR1524
 KR1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD4184441879(NAD 83)
 KR1524_MARKER: DS = TRIANGULATION STATION DISK
 KR1524_SETTING: 80 = SET IN A BOULDER
 KR1524_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1524
 KR1524  HISTORY     - Date     Condition        Report By
 KR1524  HISTORY     - 1935     MONUMENTED       CGS
 KR1524  HISTORY     - 1935     GOOD             CGS
 KR1524  HISTORY     - 1950     GOOD             USGS
 KR1524
 KR1524                          STATION DESCRIPTION
 KR1524
 KR1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 KR1524'STATION IS ON THE HIGHEST PART AND N END OF DESERT MOUNTAIN,
 KR1524'ABOUT 18 MILES, AIRLINE, S X W FROM TOWN OF FALLON, AND 5
 KR1524'MILES, AIRLINE, W OF ROAD FROM SCHURZ TO FALLON, ON A FLAT
 KR1524'TOPPED GENTLY SLOPING HILL OF THIS RANGE.  TWO PROMINENT
 KR1524'PEAKS LIE S OF STATION.
 KR1524'
 KR1524'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 KR1524'IN A BOULDER.  REFERENCE AND AZIMUTH
 KR1524'MARKS ARE STANDARD BRONZE DISKS SET IN A BOULDER.
 KR1524'WITNESS MARK IS A STANDARD C. AND G.S. AND S.S. MARK.
 KR1524'
 KR1524'REACHED FROM FALLON BY TAKING SCHURZ ROAD S FOR 24.1 MILES,
 KR1524'TURN RIGHT, W, AND FOLLOW ROAD UP VALLEY FOR 5.2 MILES, TURN RIGHT
 KR1524'OFF ROAD AND FOLLOW TRACKS THROUGH SAND, NORTHERLY, FOR 0.6
 KR1524'MILE TO FOOTHILLS AND END OF TRUCK TRAVEL.  FROM HERE STATION
 KR1524'CANNOT BE SEEN BUT LIES N AND W OF THE DEEPEST CANYON (WASH)
 KR1524'WHICH LIES NW OF END OF TRUCK TRAVEL.  BEST ROUTE IS
 KR1524'NORTHWESTERLY OVER RIDGES INTO DEEPEST CANYON AND UP THIS CANYON
 KR1524'ALONG SHEEP TRAIL, THEN UP STEEP HILLSIDE AND FOLLOW
 KR1524'GENTLY SLOPING HILL TO HIGHEST POINT AND STATION, WELL N.
 KR1524'ABOUT 1-1/2 HOUR PACK.
 KR1524'
 KR1524'AZIMUTH MARK IS ABOUT 1/3 MILE S ON TOP OF ROCKY KNOLL.
 KR1524'
 KR1524'C. AND G.S. AND S.S. TABLET SET VERY POORLY IN BOULDER AND
 KR1524'PROBABLY WILL NOT REMAIN LONG.
 KR1524
 KR1524                          STATION RECOVERY (1935)
 KR1524
 KR1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KR1524'STATION MARK--A STANDARD BRONZE DISK WEDGED IN A DRILL HOLD IN A
 KR1524'BOULDER.
 KR1524
 KR1524                          STATION RECOVERY (1950)
 KR1524
 KR1524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KR1524'RECOVERED AS DESCRIBED BY CGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0490 ***********************************************************************
 KQ0490  DESIGNATION -  DESERT RESET
 KQ0490  PID         -  KQ0490
 KQ0490  STATE/COUNTY-  NV/EUREKA
 KQ0490  USGS QUAD   -  DEVON PEAK (1986)
 KQ0490
 KQ0490                         *CURRENT SURVEY CONTROL
 KQ0490  ___________________________________________________________________
 KQ0490* NAD 83(1994)-  39 34 35.83783(N)    116 01 17.96297(W)     ADJUSTED  
 KQ0490* NAVD 88     -      1820.7    (meters)    5973.     (feet)  VERTCON   
 KQ0490  ___________________________________________________________________
 KQ0490  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 KQ0490  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 KQ0490
 KQ0490  HORZ ORDER  -  SECOND
 KQ0490
 KQ0490.The horizontal coordinates were established by classical geodetic methods
 KQ0490.and adjusted by the National Geodetic Survey in June 1998..
 KQ0490
 KQ0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0490
 KQ0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0490
 KQ0490.The geoid height was determined by GEOID03.
 KQ0490
 KQ0490;                    North         East     Units Scale Factor Converg.
 KQ0490;SPC NV E     - 8,535,700.962   162,343.462   MT  0.99991745   -0 16 45.3
 KQ0490;SPC NV E     -28,004,212.24    532,621.84   sFT  0.99991745   -0 16 45.3
 KQ0490;UTM  11      - 4,381,225.154   584,025.363   MT  0.99968692   +0 37 24.1
 KQ0490
 KQ0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0490!SPC NV E     -   0.99971767  x   0.99991745  =   0.99963514
 KQ0490!UTM  11      -   0.99971767  x   0.99968692  =   0.99940468
 KQ0490
 KQ0490|---------------------------------------------------------------------|
 KQ0490| PID    Reference Object                     Distance      Geod. Az  |
 KQ0490|                                                           dddmmss.s |
 KQ0490| DD4848 DESERT RM 1                          11.606 METERS 00739     |
 KQ0490| DD4849 DESERT RM 2                          14.164 METERS 07838     |
 KQ0490| DD6855 T20N R53E SECS 20 21 28 29                         1122354.2 |
 KQ0490| KP0437 EUREKA LETTER E                     APPROX. 9.0 KM 1414743.5 |
 KQ0490|---------------------------------------------------------------------|
 KQ0490
 KQ0490                          SUPERSEDED SURVEY CONTROL
 KQ0490
 KQ0490  NAD 83(1986)-  39 34 35.83534(N)    116 01 17.96114(W) AD(       ) 2
 KQ0490  NAD 27      -  39 34 36.09900(N)    116 01 14.74400(W) AD(       ) 2
 KQ0490  NGVD 29 (07/19/86) 1819.5    (m)         5969.     (f) VERT ANG       
 KQ0490
 KQ0490.Superseded values are not recommended for survey control.
 KQ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0490.See file dsdata.txt to determine how the superseded data were derived.
 KQ0490
 KQ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND8402581225(NAD 83)
 KQ0490_MARKER: DD = SURVEY DISK
 KQ0490_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KQ0490_PROJECTION: FLUSH
 KQ0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0490+STABILITY: POSITION/ELEVATION WELL
 KQ0490
 KQ0490  HISTORY     - Date     Condition        Report By
 KQ0490  HISTORY     - 1898     MONUMENTED       CGS
 KQ0490  HISTORY     - 1933     GOOD             USGS
 KQ0490  HISTORY     - 1954     GOOD             CGS
 KQ0490
 KQ0490                          STATION DESCRIPTION
 KQ0490
 KQ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (CHS)
 KQ0490'ABOUT ONE-THIRD MILE WEST OF THE RANCH HOUSE OF MORRIS REGLI
 KQ0490'AND ABOUT 90 METERS NORTH OF THE EAST-AND-WEST ROAD.  THE
 KQ0490'STATION IS MARKED BY A PIECE OF 1-INCH PIPE 2 FEET LONG AT
 KQ0490'THE CENTER OF A PIECE OF 2-INCH PIPE 14 INCHES LONG, BOTH
 KQ0490'PIPES PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  THERE ARE
 KQ0490'SIX STONES AROUND THE TOP OF THE PIPES AND THE BASE OF THE
 KQ0490'SIGNAL POLE.
 KQ0490
 KQ0490                          STATION RECOVERY (1933)
 KQ0490
 KQ0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 KQ0490'RECOVERED AS DESCRIBED BY NGS IN 1898 IN DESCRIPTION LIST 39 116 1,
 KQ0490'STATION 1004.
 KQ0490'RECOVERED AS DESCRIBED BY NGS. TABLETS SET BY THEM IN 1954 REPLACE
 KQ0490'PIPES.
 KQ0490
 KQ0490                          STATION RECOVERY (1954)
 KQ0490
 KQ0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0490'THE PIPES MARKING THE STATION WERE FOUND MUCH AS DESCRIBED
 KQ0490'IN SPECIAL PUBLICATION 19.  THE STATION WAS REMARKED BY STANDARD
 KQ0490'DISKS AND TWO REFERENCE MARKS WERE ADDED.  SINCE THE DESCRIPTION
 KQ0490'IN THE PUBLICATION IS NOW OBSOLETE, A COMPLETE NEW DESCRIPTION
 KQ0490'FOLLOWS.
 KQ0490'
 KQ0490'THE STATION IS ABOUT 5 MILES NORTH-NORTHWEST OF EUREKA, ABOUT
 KQ0490'1-1/2 MILES NORTH-NORTHEAST OF A RODEO GROUNDS, ABOUT 1-1/2
 KQ0490'MILES NORTH OF U.S. HIGHWAY 50, ABOUT 0.6 MILE WEST OF THE
 KQ0490'RUINS OF SOME OLD BUILDINGS, ABOUT 1/4 MILE NORTH OF AN
 KQ0490'OLD WIND SOCK, ABOUT 100 YARDS NORTH OF AN EAST-WEST ROAD,
 KQ0490'AND 8 FEET SOUTHWEST OF A WITNESS POST.
 KQ0490'
 KQ0490'THE STATION CAN BE REACHED FROM THE COURT HOUSE IN EUREKA BY
 KQ0490'GOING NORTH ON U.S. HIGHWAY 50 FOR 2.7 MILES TO THE JUNCTION
 KQ0490'OF STATE HIGHWAY 20.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY
 KQ0490'20 FOR 1.7 MILES TO A ROAD LEADING WEST FROM A HIGHWAY CUT.
 KQ0490'TURN LEFT AND GO WEST 0.6 MILE TO A FORK NEAR SOME OLD RUINS
 KQ0490'OF BUILDINGS.  TAKE THE RIGHT FORK AND CONTINUE WEST FOR 0.2
 KQ0490'MILE.  T20N R53E S20 S21 S29 S28 IS IN THE OPENING ABOUT
 KQ0490'0.1 MILE SOUTH OF THIS POINT.  CONTINUE WEST ON THE MAIN
 KQ0490'ROAD FOR 0.3 MILE.  THEN TURN NORTHERLY ACROSS-COUNTRY FOR
 KQ0490'0.1 MILE TO THE STATION.
 KQ0490'
 KQ0490'THE STATION MARK, STAMPED DESERT 1898 1954, IS A STANDARD
 KQ0490'DISK THAT IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KQ0490'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 KQ0490'
 KQ0490'REFERENCE MARK 1, STAMPED DESERT NO 1 1898 1954, IS A STANDARD
 KQ0490'DISK THAT IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KQ0490'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 KQ0490'
 KQ0490'REFERENCE MARK 2, STAMPED DESERT 1898 1954 NO 2, IS A STANDARD
 KQ0490'DISK THAT IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KQ0490'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 KQ0490'
 KQ0490'T20N R53E S20 S21 S29 S28, STAMPED AS INDICATED AND WITH THE
 KQ0490'DATE 1933, IS A STANDARD GENERAL LAND OFFICE DISK THAT IS
 KQ0490'RIVETED TO THE TOP OF A 1 1/2-INCH PIPE WHICH PROTRUDES FROM
 KQ0490'THE GROUND ABOUT 14 INCHES.  THE MARK IS 0.2 MILE WEST-SOUTHWEST
 KQ0490'OF THE RUINS OF THE BUILDINGS MENTIONED ABOVE, 55 FEET SOUTH
 KQ0490'OF AN OLD IRRIGATION DITCH, AND 4 FEET WEST-SOUTHWEST OF A
 KQ0490'WITNESS POST.  THIS MARK CAN BE USED FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1652 ***********************************************************************
 KR1652  DESIGNATION -  DEVILGATE
 KR1652  PID         -  KR1652
 KR1652  STATE/COUNTY-  NV/LYON
 KR1652  USGS QUAD   -  VIRGINIA CITY (1994)
 KR1652
 KR1652                         *CURRENT SURVEY CONTROL
 KR1652  ___________________________________________________________________
 KR1652* NAD 83(1994)-  39 15 59.61298(N)    119 38 50.84826(W)     ADJUSTED  
 KR1652* NAVD 88     -      1685.1    (meters)    5529.     (feet)  VERTCON   
 KR1652  ___________________________________________________________________
 KR1652  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 KR1652  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 KR1652
 KR1652  HORZ ORDER  -  SECOND
 KR1652
 KR1652.The horizontal coordinates were established by classical geodetic methods
 KR1652.and adjusted by the National Geodetic Survey in June 1998..
 KR1652
 KR1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1652
 KR1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1652
 KR1652.The geoid height was determined by GEOID03.
 KR1652
 KR1652;                    North         East     Units Scale Factor Converg.
 KR1652;SPC NV W     - 4,501,728.149   708,173.716   MT  1.00000379   -0 40 24.8
 KR1652;SPC NV W     -14,769,419.77  2,323,399.93   sFT  1.00000379   -0 40 24.8
 KR1652;UTM  11      - 4,349,698.815   271,598.303   MT  1.00024237   -1 40 35.0
 KR1652
 KR1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1652!SPC NV W     -   0.99973948  x   1.00000379  =   0.99974327
 KR1652!UTM  11      -   0.99973948  x   1.00024237  =   0.99998179
 KR1652
 KR1652                          SUPERSEDED SURVEY CONTROL
 KR1652
 KR1652  NAD 83(1992)-  39 15 59.61642(N)    119 38 50.84192(W) AD(       ) 2
 KR1652  NAD 83(1986)-  39 15 59.61211(N)    119 38 50.82388(W) AD(       ) 2
 KR1652  NAD 27      -  39 15 59.92800(N)    119 38 47.18400(W) AD(       ) 2
 KR1652  NGVD 29 (07/19/86) 1684.0    (m)         5525.     (f) VERT ANG       
 KR1652
 KR1652.Superseded values are not recommended for survey control.
 KR1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1652.See file dsdata.txt to determine how the superseded data were derived.
 KR1652
 KR1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7159849699(NAD 83)
 KR1652_MARKER: Z = SEE DESCRIPTION
 KR1652_SETTING: 0 = UNSPECIFIED SETTING
 KR1652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1652
 KR1652  HISTORY     - Date     Condition        Report By
 KR1652  HISTORY     - 1951     MONUMENTED       CGS
 KR1652
 KR1652                          STATION DESCRIPTION
 KR1652
 KR1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1652'STATION IS 1/2 IN DRILL HOLE IN 2 FT X 2 FT X 18 IN EXTENDING
 KR1652'15 IN ABOVE GROUND, A 4 FT X 4 IN X 4 IN WOOD MARKER POST.  A
 KR1652'6 FT HIGH WHITE CLOTH COVERED TRIPOD TARGET OVER POINT.
 KR1652'
 KR1652'STATION IS ON LYON-STOREY COUNTY LINE.
 KR1652'
 KR1652'LOCATED ON SOUTH SLOPE NEAR TOP OF HILL, SCATTERED CEDAR TREES
 KR1652'ABOVE TARGET AND OLD MINE WORKINGS TO THE NORTH.  STATION
 KR1652'APPROXIMATELY 3 MILES AIR LINE SOUTH OF VIRGINIA CITY, NEVADA.
 KR1652'
 KR1652'REACHED FROM P.O. DAYTON, NEVADA, GO 3.75 MILES WESTERLY ON
 KR1652'U.S. 50 TO JUNCTION OF S.R. 17 AND U.S. 50, TURN RIGHT ON S.R.
 KR1652'17, GO 2.95 MILE TAKE LEFT FORK TOWARD GOLD HILL, GO 1.30 MILES,
 KR1652'TURN LEFT ON DIRT ROAD AND GO 0.65 MILE E.T.T. AND STATION SITE.
 KR1652'
 KR1652'NOTE--THIS LAST 0.65 MILE OF ROAD RUNS ALONG EAST SLOPE OF
 KR1652'HILL AND BACK OF OLD MILL AND THROUGH MINE WORKINGS AND STATION
 KR1652'IS JUST OVER CREST OF HILL.  DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0293 ***********************************************************************
 HP0293  DESIGNATION -  DEVILS
 HP0293  PID         -  HP0293
 HP0293  STATE/COUNTY-  NV/LINCOLN
 HP0293  USGS QUAD   -  ROSE VALLEY (1970)
 HP0293
 HP0293                         *CURRENT SURVEY CONTROL
 HP0293  ___________________________________________________________________
 HP0293* NAD 83(1994)-  37 53 43.00643(N)    114 18 31.96396(W)     ADJUSTED  
 HP0293* NAVD 88     -      1598.1    (meters)    5243.     (feet)  VERTCON   
 HP0293  ___________________________________________________________________
 HP0293  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 HP0293  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 HP0293
 HP0293  HORZ ORDER  -  SECOND
 HP0293
 HP0293.The horizontal coordinates were established by classical geodetic methods
 HP0293.and adjusted by the National Geodetic Survey in June 1998..
 HP0293
 HP0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0293
 HP0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0293
 HP0293.The geoid height was determined by GEOID03.
 HP0293
 HP0293;                    North         East     Units Scale Factor Converg.
 HP0293;SPC NV E     - 8,349,747.061   312,088.545   MT  1.00005470   +0 46 58.4
 HP0293;SPC NV E     -27,394,128.48  1,023,910.50   sFT  1.00005470   +0 46 58.4
 HP0293;UTM  11      - 4,197,610.901   736,630.394   MT  1.00028971   +1 39 13.3
 HP0293
 HP0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0293!SPC NV E     -   0.99975292  x   1.00005470  =   0.99980760
 HP0293!UTM  11      -   0.99975292  x   1.00028971  =   1.00004255
 HP0293
 HP0293:                Primary Azimuth Mark                     Grid Az
 HP0293:SPC NV E     -  DEVILS AZ MK                             046 10 33.2
 HP0293:UTM  11      -  DEVILS AZ MK                             045 18 18.3
 HP0293
 HP0293|---------------------------------------------------------------------|
 HP0293| PID    Reference Object                     Distance      Geod. Az  |
 HP0293|                                                           dddmmss.s |
 HP0293| DD4850 DEVILS AZ MK                                       0465731.6 |
 HP0293| DD4851 DEVILS RM 1                          12.234 METERS 07200     |
 HP0293| DD4852 DEVILS RM 2                          31.452 METERS 17946     |
 HP0293| HP0292 T1N R68E SEC 36 1/4 COR SOUTH        88.150 METERS 27550     |
 HP0293|---------------------------------------------------------------------|
 HP0293
 HP0293                          SUPERSEDED SURVEY CONTROL
 HP0293
 HP0293  NAD 83(1994)-  37 53 43.00650(N)    114 18 31.96396(W) AD(       ) 2
 HP0293  NAD 83(1986)-  37 53 42.99765(N)    114 18 31.96514(W) AD(       ) 2
 HP0293  NAD 27      -  37 53 43.12700(N)    114 18 29.01700(W) AD(       ) 2
 HP0293  NGVD 29 (07/19/86) 1597.0    (m)         5239.     (f) VERT ANG       
 HP0293
 HP0293.Superseded values are not recommended for survey control.
 HP0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0293.See file dsdata.txt to determine how the superseded data were derived.
 HP0293
 HP0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB3663097611(NAD 83)
 HP0293_MARKER: DS = TRIANGULATION STATION DISK
 HP0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0293_STAMPING: DEVILS 1944
 HP0293_MARK LOGO: CGS   
 HP0293_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0293+STABILITY: SURFACE MOTION
 HP0293
 HP0293  HISTORY     - Date     Condition        Report By
 HP0293  HISTORY     - 1944     MONUMENTED       CGS
 HP0293  HISTORY     - 1970     GOOD             USGS
 HP0293  HISTORY     - 1972     SEE DESCRIPTION  USGS
 HP0293
 HP0293                          STATION DESCRIPTION
 HP0293
 HP0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0293'STATION IS LOCATED ABOUT 9 MILES (AIR LINE) NE OF PANACA,
 HP0293'ABOUT 9 MILES (AIR LINE) SE OF PIOCHE, NEAR THE QUARTER CORNER
 HP0293'OF SEC. 36, T. 1 N., R. 68 E. ON THE MOUNT DIABLO BASE LINE.
 HP0293'IT IS ON A LOW LIGHT-COLORED KNOLL 153 FEET S OF THE CENTER
 HP0293'LINE OF A TRACK ROAD.
 HP0293'
 HP0293'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 HP0293'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND.  IT
 HP0293'IS STAMPED DEVILS 1944.
 HP0293'
 HP0293'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0293'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.  IT IS STAMPED
 HP0293'DEVILS NO 1 1944.
 HP0293'
 HP0293'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED
 HP0293'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND.  IT
 HP0293'IS STAMPED DEVILS NO 2 1944.
 HP0293'
 HP0293'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE
 HP0293'CYLINDER PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS
 HP0293'STAMPED DEVILS 1944.  IT IS 21 FEET S OF THE CENTER LINE OF
 HP0293'A GRADED ROAD AT A POINT WHERE ROAD CROSSES A SMALL RIDGE.
 HP0293'
 HP0293'GENERAL LAND OFFICE QUARTER CORNER IS W OF THE STATION.  IT
 HP0293'IS A 2- BY 2-INCH SQUARE WOODEN POST PROJECTING ABOUT 5 FEET
 HP0293'ABOVE THE GROUND.
 HP0293'
 HP0293'TO REACH STATION FROM THE COUNTY COURTHOUSE IN PIOCHE, GO N
 HP0293'ACROSS RAILROAD TRACKS AND FOLLOW GRADED ROAD TOWARD URSINE
 HP0293'FOR 9.2 MILES TO ROAD JUNCTION AND SIGN URSINE 11 MILES
 HP0293'ROSE VALLEY 6 MILES.  TURN LEFT AND CONTINUE ON ROAD TO URSINE
 HP0293'FOR 0.55 MILE TO TRACK ROAD RIGHT.  TURN RIGHT AND GO E ON
 HP0293'TRACK ROAD FOR 0.2 MILE TO A SMALL ROUND KNOLL ON RIGHT AND
 HP0293'STATION.
 HP0293'
 HP0293'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HP0293
 HP0293                          STATION RECOVERY (1970)
 HP0293
 HP0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (RTC)
 HP0293'NEW TO REACH DESCRIPTION
 HP0293'
 HP0293'TO REACH STATION FROM COUNTY COURTHOUSE IN PIOCHE TRAVEL EAST
 HP0293'ON STREET FOR 0.3 MILES TO THE JUNCTION OF STATE ROUTE 93 AND
 HP0293'THE HIGHWAY TO URSINE.  TRAVEL EAST ALONG THE HIGHWAY TO URSINE
 HP0293'FOR 4.1 MILES TO A T JUNCTION.  TURN SOUTH ON OILED ROAD AND
 HP0293'FOLLOW FOR 5.7 MILES TO THE INTERSECTION OF A TRACK ROAD
 HP0293'LEADING SOUTH.  (0.7 MILES PAST THE TURN OFF TO THE DELARES
 HP0293'RANCH) FOLLOW TRACK ROAD SOUTH FOR 0.2 MILES TO STATION ON LOW
 HP0293'LIGHT COLORED KNOLL.
 HP0293
 HP0293                          STATION RECOVERY (1972)
 HP0293
 HP0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HP0293'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37114-1 STATION 1012. NEW
 HP0293'TO REACH FOLLOWS--  TO REACH FROM COUNTY COURTHOUSE IN PIOCHE GO E ON
 HP0293'STREET FOR 0.3 MI TO THE JCT OF STATE ROUTE 93  AND THE HWY TO URSINE,
 HP0293'GO E ALONG URSINE HIGHWAY FOR 4.1 MI TO  T-JCT, TURN S ON OILED RD FOR
 HP0293'5.7 MI TO THE INTERSECTION OF TRACK RD LEADING S.---0.7 MI PAST THE
 HP0293'TURNOFF TO DEL- MUES RANCH---FOLLOW TRACK RD S FOR 0.2 MI TO STATION
 HP0293'ON LOW LIGHT COLORED KNOLL.  STATION MARK--BRONZE DISC
 HP0293'STAMPED---DEVILS 1944---SET IN A SQUARE TOPPED CONCRETE POST
 HP0293'PROJECTING AOUT 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0353 ***********************************************************************
 HP0353  DESIGNATION -  DIABLO 60
 HP0353  PID         -  HP0353
 HP0353  STATE/COUNTY-  NV/LINCOLN
 HP0353  USGS QUAD   -  OREANA SPRING (1980)
 HP0353
 HP0353                         *CURRENT SURVEY CONTROL
 HP0353  ___________________________________________________________________
 HP0353* NAD 83(1994)-  37 53 48.70033(N)    115 13 04.90610(W)     ADJUSTED  
 HP0353* NAVD 88     -      1591.0    (meters)    5220.     (feet)  VERTCON   
 HP0353  ___________________________________________________________________
 HP0353  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 HP0353  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 HP0353
 HP0353  HORZ ORDER  -  SECOND
 HP0353
 HP0353.The horizontal coordinates were established by classical geodetic methods
 HP0353.and adjusted by the National Geodetic Survey in June 1998..
 HP0353
 HP0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0353
 HP0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0353
 HP0353.The geoid height was determined by GEOID03.
 HP0353
 HP0353;                    North         East     Units Scale Factor Converg.
 HP0353;SPC NV E     - 8,349,219.738   232,127.263   MT  0.99991271   +0 13 27.8
 HP0353;SPC NV E     -27,392,398.42    761,570.86   sFT  0.99991271   +0 13 27.8
 HP0353;SPC NV C     - 6,350,146.266   627,405.988   MT  1.00009987   +0 53 23.8
 HP0353;SPC NV C     -20,833,771.54  2,058,414.48   sFT  1.00009987   +0 53 23.8
 HP0353;UTM  11      - 4,195,868.488   656,677.376   MT  0.99990235   +1 05 41.2
 HP0353
 HP0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0353!SPC NV E     -   0.99975419  x   0.99991271  =   0.99966692
 HP0353!SPC NV C     -   0.99975419  x   1.00009987  =   0.99985403
 HP0353!UTM  11      -   0.99975419  x   0.99990235  =   0.99965656
 HP0353
 HP0353|---------------------------------------------------------------------|
 HP0353| PID    Reference Object                     Distance      Geod. Az  |
 HP0353|                                                           dddmmss.s |
 HP0353| DD4854 DIABLO 60 RM 1                        7.986 METERS 15653     |
 HP0353| DD4853 DIABLO 60 AZ MK                                    1933200.2 |
 HP0353| DD4855 DIABLO 60 RM 2                        8.443 METERS 30121     |
 HP0353|---------------------------------------------------------------------|
 HP0353
 HP0353                          SUPERSEDED SURVEY CONTROL
 HP0353
 HP0353  NAD 83(1994)-  37 53 48.69480(N)    115 13 04.90825(W) AD(       ) 2
 HP0353  NAD 83(1986)-  37 53 48.69455(N)    115 13 04.90044(W) AD(       ) 2
 HP0353  NAD 27      -  37 53 48.84900(N)    115 13 01.80700(W) AD(       ) 2
 HP0353  NGVD 29 (07/19/86) 1590.0    (m)         5217.     (f) VERT ANG       
 HP0353
 HP0353.Superseded values are not recommended for survey control.
 HP0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0353.See file dsdata.txt to determine how the superseded data were derived.
 HP0353
 HP0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB5667795868(NAD 83)
 HP0353_MARKER: Z = SEE DESCRIPTION
 HP0353_SETTING: 0 = UNSPECIFIED SETTING
 HP0353
 HP0353  HISTORY     - Date     Condition        Report By
 HP0353  HISTORY     - 1944     MONUMENTED       CGS
 HP0353  HISTORY     - 1954     GOOD             CGS
 HP0353  HISTORY     - 1955     SEE DESCRIPTION  CGS
 HP0353
 HP0353                          STATION DESCRIPTION
 HP0353
 HP0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0353'STATION IS LOCATED ABOUT 25 MILES (AIR LINE) N OF CRYSTAL
 HP0353'SPRINGS, ON THE E SLOPE OF COAL VALLEY.  IT IS AT THE CORNER
 HP0353'OF SECS. 34 AND 35, T. 1 N., R. 60 E., ON THE MOUNT DIABLO
 HP0353'BASE LINE.
 HP0353'
 HP0353'STATION MARK IS A 5.5-FOOT-HIGH CEDAR POST HELD ERECT BY A
 HP0353'WOODEN TRIPOD.  IT IS 17 FEET N OF A SMALL DRY WASH AND IS
 HP0353'THE ORIGINAL SECTION-CORNER MARKER.
 HP0353'
 HP0353'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 HP0353'CYLINDER FLUSH WITH THE GROUND.  IT IS STAMPED DIABLO 60
 HP0353'NO 1 1944.
 HP0353'
 HP0353'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 HP0353'CYLINDER FLUSH WITH THE GROUND.  IT IS STAMPED DIABLO 60
 HP0353'NO 2 1944.
 HP0353'
 HP0353'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 25
 HP0353'AND 38A AT CRYSTAL SPRINGS, GO N ON STATE HIGHWAY 38A FOR
 HP0353'8.1 MILES TO ROAD FORKS.  TAKE RIGHT FORK AND CONTINUE ON
 HP0353'HIGHWAY 38A FOR 9.7 MILES TO FORKS OR S LEG OF Y OF ROAD
 HP0353'TURNING LEFT UP SEAMANS WASH.  TAKE LEFT FORK AND GO W UP
 HP0353'SEAMANS WASH FOR 8.3 MILES TO FORKS.  TAKE RIGHT FORK AND
 HP0353'FOLLOW MAIN BLADED ROAD FOR 3.4 MILES TO ANOTHER FORK.  TAKE
 HP0353'LEFT FORK AND GO 2.0 MILES TO A SMALL ROCK CAIRN ON RIGHT
 HP0353'JUST AFTER CROSSING A DRY WASH.  HERE TURN RIGHT AND GO E
 HP0353'ACROSS COUNTRY, HEADING FOR A NOTICEABLE SMALL SHARP SUGAR
 HP0353'LOAF OUTCROP AT THE BASE OF SEAMANS RANGE.  FROM BLADED
 HP0353'ROAD GO E 0.55 MILE TO SECTION CORNER AND STATION.
 HP0353'
 HP0353'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HP0353
 HP0353                          STATION RECOVERY (1954)
 HP0353
 HP0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0353'RECOVERED.  THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED
 HP0353'IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 HP0353'WERE VERIFIED.  THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 HP0353'NOTE--
 HP0353'
 HP0353'THE ROADS IN THE AREA HAVE BEEN CHANGED, AND SEEM TO CHANGE
 HP0353'CONSTANTLY.  AFTER REACHING THE VALLEY THROUGH SEAMANS WASH,
 HP0353'FOLLOW THE MAIN ROAD UNTIL A SMALL SHARP YELLOWISH OUTCROP
 HP0353'IS VISIBLE AT THE BASE OF THE MOUNTAINS AT THE E SIDE OF THE
 HP0353'VALLEY.  THE STATION IS ABOUT 1/2 MI. W OF THIS OUTCROP,
 HP0353'AND ON THE N SIDE OF A SMALL WASH.  THE STATION CAN BE REACHED
 HP0353'BY JEEP.
 HP0353
 HP0353                          STATION RECOVERY (1955)
 HP0353
 HP0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 HP0353'BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 HP0353'OLD STATION MARK, A CEDAR POST, HAS BEEN REMOVED AND WAS
 HP0353'FOUND LYING NEARBY.  A NEW STATION MARK AND AN AZIMUTH MARK
 HP0353'WERE ESTABLISHED.  THE NEW STATION MARK WAS SET AS NEARLY
 HP0353'AS POSSIBLE IN THE OLD LOCATION BY MEANS OF THE OLD DISTANCES
 HP0353'TO THE REFERENCE MARKS.  A COMPLETE DESCRIPTION FOLLOWS--
 HP0353'
 HP0353'THE STATION IS LOCATED ABOUT 22 MI. (AIRLINE) N OF HIKO, AND
 HP0353'ABOUT 4 MI. (AIRLINE) E OF A LARGE ALKALI LAKEBED.  IT IS
 HP0353'ABOUT 1/2 MI. W OF THE W SIDE OF SEAMANS RANGE.
 HP0353'
 HP0353'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 93 AND STATE
 HP0353'HIGHWAY 38 (ABOUT 12 MI. N OF ALAMO), GO N ON STATE HIGHWAY
 HP0353'38 FOR 5.4 MI. TO THE END OF THE PAVEMENT IN HIKO.  CONTINUE
 HP0353'N FOR 3.4 MI. TO A FORK.  TURN RIGHT (NE) AS PER SIGN ELY
 HP0353'AND GO 9.2 MI. TO A FORK.  TURN LEFT (NW) UP SEAMANS WASH
 HP0353'AND GO 8.3 MI. TO A FORK.  TURN RIGHT (NW) ON A MAIN BLADED
 HP0353'ROAD AND GO 0.85 MI. TO A FORK.  TURN LEFT (NW) ON THE MAIN
 HP0353'ROAD AND GO 0.95 MI. TO A TRACK ROAD RIGHT.  TURN RIGHT (N)
 HP0353'AND GO 1.6 MI. TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD (N)
 HP0353'AND GO 1.05 MI. TO A FORK (THE AZIMUTH MARK IS ON THE SMALL
 HP0353'HILL WHICH LIES NW OF THIS POINT).  CONTINUE N ON THE LEFT
 HP0353'FORK AND GO 0.95 MI. TO SOME DIM TRACKS ON THE RIGHT JUST
 HP0353'AFTER PASSING A SMALL CAIRN.  TURN RIGHT (E) AND FOLLOW
 HP0353'THE TRACKS FOR 0.3 MI. TO THE STATION.
 HP0353'
 HP0353'THE STATION MARK, STAMPED DIABLO 60 1944 1955, IS A STANDARD
 HP0353'BRONZE DISK, SET IN THE TOP OF A 2-1/2-IN. SOIL PIPE WHICH
 HP0353'PROJECTS 12 IN.  IT IS ABOUT 17 FT. N OF THE DEEPEST PART OF
 HP0353'A SMALL WASH, AND 9 FT. E OF A WHITE WITNESS POST.
 HP0353'
 HP0353'REFERENCE MARK 1, STAMPED DIABLO 60 NO 1 1944, IS A STANDARD
 HP0353'BRONZE DISK, SET IN A CONCRETE CYLINDER WHICH IS FLUSH WITH
 HP0353'THE GROUND.
 HP0353'
 HP0353'REFERENCE MARK 2, STAMPED DIABLO 60 NO 2 1944, IS A STANDARD
 HP0353'BRONZE DISK, SET IN A CONCRETE CYLINDER WHICH IS FLUSH WITH
 HP0353'THE GROUND.
 HP0353'
 HP0353'AZIMUTH MARK, STAMPED DIABLO 60 1944 1955, IS A STANDARD
 HP0353'BRONZE DISK, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS
 HP0353'6 IN.  IT IS LOCATED ON THE N EDGE OF THE TOP OF THE LOW ROUNDED
 HP0353'HILL WHICH LIES ABOUT 1 MI. S OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0411 ***********************************************************************
 HP0411  DESIGNATION -  DIABLO 62
 HP0411  PID         -  HP0411
 HP0411  STATE/COUNTY-  NV/LINCOLN
 HP0411  USGS QUAD   -  WEEPAH SPRING (1970)
 HP0411
 HP0411                         *CURRENT SURVEY CONTROL
 HP0411  ___________________________________________________________________
 HP0411* NAD 83(1986)-  37 53 54.     (N)    115 00 16.     (W)     SCALED    
 HP0411* NAVD 88     -      1426.891  (meters)    4681.39   (feet)  ADJUSTED  
 HP0411  ___________________________________________________________________
 HP0411  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 HP0411  DYNAMIC HT  -        1425.367 (meters)    4676.39  (feet)  COMP
 HP0411  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 HP0411
 HP0411  VERT ORDER  -  SECOND    CLASS 0
 HP0411
 HP0411.The horizontal coordinates were scaled from a topographic map and have
 HP0411.an estimated accuracy of +/- 6 seconds.
 HP0411
 HP0411.The orthometric height was determined by differential leveling
 HP0411.and adjusted by the National Geodetic Survey in June 1991..
 HP0411
 HP0411.The geoid height was determined by GEOID03.
 HP0411
 HP0411.The dynamic height is computed by dividing the NAVD 88
 HP0411.geopotential number by the normal gravity value computed on the
 HP0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0411.degrees latitude (g = 980.6199 gals.).
 HP0411
 HP0411.The modeled gravity was interpolated from observed gravity values.
 HP0411
 HP0411;                    North         East    Units  Estimated Accuracy
 HP0411;SPC NV E     - 8,349,480.      250,910.      MT  (+/- 180 meters Scaled)
 HP0411
 HP0411                          SUPERSEDED SURVEY CONTROL
 HP0411
 HP0411.No superseded survey control is available for this station.
 HP0411
 HP0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB754964(NAD 83)
 HP0411_MARKER: DD = SURVEY DISK
 HP0411_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HP0411_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HP0411_MARK LOGO: NVDH  
 HP0411_MAGNETIC: I = MARKER IS A STEEL ROD
 HP0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0411+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1968
 HP0411
 HP0411  HISTORY     - Date     Condition        Report By
 HP0411  HISTORY     - UNK      MONUMENTED       NVDH
 HP0411  HISTORY     - 19680119 GOOD             USGS
 HP0411
 HP0411                          STATION DESCRIPTION
 HP0411
 HP0411'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HP0411'FROM THE POST OFFICE IN HIKO, NEVADA, PROCEED 27.4 MILES NORTHEAST
 HP0411'ALONG HIGHWAY 38, 0.1 MILE SOUTH OF BHM 15 DOR 1968, 60 FEET WEST OF
 HP0411'THE ROAD, 0.8 FEET SOUTHEAST OF A STEEL POST, STEEL -T- BAR. A NEVADA
 HP0411'HIGHWAY DEPARTMENT HORIZONTAL STATION NAMED DIABLO NUMBER 62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1207 ***********************************************************************
 FS1207  DESIGNATION -  DIABLO GRANDE RESET
 FS1207  PID         -  FS1207
 FS1207  STATE/COUNTY-  NV/CLARK
 FS1207  USGS QUAD   -  STATE LINE PASS (1985)
 FS1207
 FS1207                         *CURRENT SURVEY CONTROL
 FS1207  ___________________________________________________________________
 FS1207* NAD 83(1994)-  35 41 51.19496(N)    115 27 13.74833(W)     ADJUSTED  
 FS1207* NAVD 88     -      1793.3    (meters)    5884.     (feet)  VERTCON   
 FS1207  ___________________________________________________________________
 FS1207  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 FS1207  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FS1207
 FS1207  HORZ ORDER  -  THIRD
 FS1207
 FS1207.The horizontal coordinates were established by classical geodetic methods
 FS1207.and adjusted by the National Geodetic Survey in June 1998..
 FS1207
 FS1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1207
 FS1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1207
 FS1207.The geoid height was determined by GEOID03.
 FS1207
 FS1207;                    North         East     Units Scale Factor Converg.
 FS1207;SPC NV E     - 8,105,123.316   211,720.748   MT  0.99990169   +0 04 32.1
 FS1207;SPC NV E     -26,591,558.75    694,620.49   sFT  0.99990169   +0 04 32.1
 FS1207;SPC CA 5     -   746,697.369 2,230,435.283   MT  1.00005849   +1 27 04.9
 FS1207;SPC CA 5     - 2,449,789.62  7,317,686.42   sFT  1.00005849   +1 27 04.9
 FS1207;UTM  11      - 3,951,505.173   639,889.235   MT  0.99984114   +0 54 08.5
 FS1207
 FS1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1207!SPC NV E     -   0.99972305  x   0.99990169  =   0.99962477
 FS1207!SPC CA 5     -   0.99972305  x   1.00005849  =   0.99978152
 FS1207!UTM  11      -   0.99972305  x   0.99984114  =   0.99956423
 FS1207
 FS1207|---------------------------------------------------------------------|
 FS1207| PID    Reference Object                     Distance      Geod. Az  |
 FS1207|                                                           dddmmss.s |
 FS1207| CS5947 DIABLO GRANDE RM 2                    6.645 METERS 13900     |
 FS1207| CS5946 DIABLO GRANDE RM 1                    1.981 METERS 24552     |
 FS1207|---------------------------------------------------------------------|
 FS1207
 FS1207                          SUPERSEDED SURVEY CONTROL
 FS1207
 FS1207  NAD 83(1992)-  35 41 51.19276(N)    115 27 13.74840(W) AD(1991.35) 4
 FS1207  NAD 83(1992)-  35 41 51.19227(N)    115 27 13.74826(W) AD(       ) 4
 FS1207  NAD 83(1992)-  35 41 51.19034(N)    115 27 13.75086(W) AD(       ) 4
 FS1207  NAD 83(1986)-  35 41 51.19958(N)    115 27 13.73780(W) AD(       ) 4
 FS1207  NAD 27      -  35 41 51.27300(N)    115 27 10.75200(W) AD(       ) 3
 FS1207  NGVD 29 (05/21/91) 1792.5    (m)         5881.     (f) VERT ANG       
 FS1207
 FS1207.Superseded values are not recommended for survey control.
 FS1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1207.See file dsdata.txt to determine how the superseded data were derived.
 FS1207
 FS1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV3988951505(NAD 83)
 FS1207_MARKER: DD = SURVEY DISK
 FS1207_SETTING: 80 = SET IN A BOULDER
 FS1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1207+STABILITY: SURFACE MOTION
 FS1207
 FS1207  HISTORY     - Date     Condition        Report By
 FS1207  HISTORY     - 1955     MONUMENTED       USGS
 FS1207  HISTORY     - 1958     GOOD             USGS
 FS1207
 FS1207                          STATION DESCRIPTION
 FS1207
 FS1207'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FS1207'RECOVERED AS DESCRIBED BY USGS.
 FS1207'
 FS1207'LOCATED ABOUT 10 MI S. OF GOODSPRINGS, 9 MI SW. OF JEAN, 6 MI NW.
 FS1207'OF ROACH.  ON PROMINENT TOP KNOWN LOCALLY AS DEVILS PEAK.
 FS1207'
 FS1207'TO REACH FROM JEAN, DRIVE 4.7 MI S. ON U.S. HWY. 91 TO DIRT RD.
 FS1207'S.  TURN RIGHT 4.4 MI W. ON DIRT RD. TO MINE.  PACK N. AND W. UP
 FS1207'STEEP SLOPE TO STATION.  A 1-HOUR 40-MINUTE PACK.
 FS1207'
 FS1207'STATION MARK--STANDARD TABLET STAMPED---DIABLO GRANDE 1955---, IN
 FS1207'EXACT LOCATION OF 1915 CHISELED SQUARE.
 FS1207'
 FS1207'RM 1--STANDARD VABM TABLET STAMPED---5865 1910---.
 FS1207'
 FS1207'RM 2--COPPER NAIL AND WASHER DRIVEN IN LEAD PLUG IN ROCK.
 FS1207
 FS1207                          STATION RECOVERY (1958)
 FS1207
 FS1207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FS1207'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 FS1207'STATION REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0435 ***********************************************************************
 KP0435  DESIGNATION -  DIAMOND PEAK
 KP0435  PID         -  KP0435
 KP0435  STATE/COUNTY-  NV/EUREKA
 KP0435  USGS QUAD   -  DIAMOND PEAK (1990)
 KP0435
 KP0435                         *CURRENT SURVEY CONTROL
 KP0435  ___________________________________________________________________
 KP0435* NAD 83(1994)-  39 35 05.73049(N)    115 49 07.23773(W)     ADJUSTED  
 KP0435* NAVD 88     -      3240.3    (meters)   10631.     (feet)  VERTCON   
 KP0435  ___________________________________________________________________
 KP0435  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 KP0435  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 KP0435
 KP0435  HORZ ORDER  -  FIRST
 KP0435
 KP0435.The horizontal coordinates were established by classical geodetic methods
 KP0435.and adjusted by the National Geodetic Survey in June 1998..
 KP0435
 KP0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0435
 KP0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0435
 KP0435.The geoid height was determined by GEOID03.
 KP0435
 KP0435;                    North         East     Units Scale Factor Converg.
 KP0435;SPC NV E     - 8,536,557.468   179,783.942   MT  0.99990503   -0 08 59.9
 KP0435;SPC NV E     -28,007,022.29    589,841.15   sFT  0.99990503   -0 08 59.9
 KP0435;UTM  11      - 4,382,356.088   601,446.623   MT  0.99972670   +0 45 10.2
 KP0435
 KP0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0435!SPC NV E     -   0.99949512  x   0.99990503  =   0.99940020
 KP0435!UTM  11      -   0.99949512  x   0.99972670  =   0.99922196
 KP0435
 KP0435|---------------------------------------------------------------------|
 KP0435| PID    Reference Object                     Distance      Geod. Az  |
 KP0435|                                                           dddmmss.s |
 KP0435| DD4860 DIAMOND PEAK RM NNE                   3.220 METERS 02423     |
 KP0435| KP0433 DIAMOND PEAK LATITUDE STA            26.000 METERS 07042     |
 KP0435| DD4859 DIAMOND PEAK RM ESE                   4.695 METERS 11137     |
 KP0435| DD4857 DIAMOND PEAK AZ MK 2                               2181204.5 |
 KP0435| DD4858 DIAMOND PEAK RM WEST                  2.841 METERS 27513     |
 KP0435| DD4856 DIAMOND PEAK AZ MK                                 3571427.0 |
 KP0435|---------------------------------------------------------------------|
 KP0435
 KP0435                          SUPERSEDED SURVEY CONTROL
 KP0435
 KP0435  NAD 83(1986)-  39 35 05.72734(N)    115 49 07.23665(W) AD(       ) 1
 KP0435  NAD 27      -  39 35 05.98400(N)    115 49 04.05100(W) AD(       ) 1
 KP0435  NGVD 29 (07/19/86) 3238.9    (m)        10626.     (f) VERT ANG       
 KP0435
 KP0435.Superseded values are not recommended for survey control.
 KP0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0435.See file dsdata.txt to determine how the superseded data were derived.
 KP0435
 KP0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD0144782356(NAD 83)
 KP0435_MARKER: DD = SURVEY DISK
 KP0435_SETTING: 66 = SET IN ROCK OUTCROP
 KP0435_SP_SET: PARTIALLY EXPOSED BEDROCK
 KP0435_PROJECTION: FLUSH
 KP0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0435+STABILITY: POSITION/ELEVATION WELL
 KP0435
 KP0435  HISTORY     - Date     Condition        Report By
 KP0435  HISTORY     - 1881     MONUMENTED       CGS
 KP0435  HISTORY     - 1939     GOOD             CGS
 KP0435  HISTORY     - 1945     GOOD             USGS
 KP0435  HISTORY     - 1954     SEE DESCRIPTION  CGS
 KP0435
 KP0435                          STATION DESCRIPTION
 KP0435
 KP0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1881 (WE)
 KP0435'ABOUT 12 MILES NORTHEAST OF EUREKA, ON DIAMOND PEAK, THE HIGHEST
 KP0435'POINT OF THE DIAMOND RANGE OF MOUNTAINS.  THE STATION IS MARKED
 KP0435'BY A COPPER BOLT SET IN SOLID ROCK.  THE BOLT IS PROTECTED
 KP0435'BY THE LOW MASONRY FOUNDATION USED FOR MOUNTING THE INSTRUMENT.
 KP0435'THE STATION IS NEARLY SURROUNDED BY A RING WALL OF ROCKS, AND
 KP0435'JUST OUTSIDE THIS WALL ARE FOUR DRILL HOLES IN THE SOLID ROCK
 KP0435'AT THE FOLLOWING DISTANCES AND BEARINGS FROM THE STATION--2.65
 KP0435'METERS, S 10 DEG 4 MIN W.  2.84 METERS, N 87 DEG 01 MIN W. 3.27
 KP0435'METERS, N 24 DEG 29 MIN E. AND 4.72 METERS, S 68 DEG 16 MIN W.
 KP0435'DIAMOND PEAK LATITUDE STATION, MARKED BY A MASONRY PIER, IS
 KP0435'25.85 METERS FROM THE STATION N 70 DEG 24 MIN E.
 KP0435'THE VERTICAL CIRCLE STATION, PARTLY SURROUNDED BY A
 KP0435'SMALL RING WALL OF ROCKS, IS 23.65 METERS SOUTH OF THE
 KP0435'STATION.
 KP0435
 KP0435                          STATION RECOVERY (1939)
 KP0435
 KP0435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 KP0435'STATION IS ABOUT 12 MILES NORTHEAST OF EUREKA, 3 MILES SOUTHWEST
 KP0435'OF HANDLEY RANCH, AIRLINE DISTANCES, ON THE HIGHEST POINT
 KP0435'OF DIAMOND PEAK WHICH IS THE HIGHEST PEAK IN THE DIAMOND
 KP0435'RANGE.  THE STATION AND TWO OF THE FOUR REFERENCE MARKS WERE
 KP0435'RECOVERED IN GOOD CONDITION.
 KP0435'
 KP0435'STATION MARK IS A COPPER BOLT SET IN BEDROCK, WHICH IS COVERED
 KP0435'WITH A CONCRETE SLAB, A NAIL MARKING THE STATION POINT.
 KP0435'
 KP0435'REFERENCE MARK (NNE.) IS A SHALLOW DRILL HOLE IN BEDROCK WHICH
 KP0435'IS ABOUT 1-1/2 FEET LOWER THAN STATION MARK.  DISTANCE TO MARK
 KP0435'WAS FOUND TO BE 3.22 METERS INSTEAD OF THE ORIGINAL 3.27 METERS.
 KP0435'
 KP0435'REFERENCE MARK (ESE.) IS A SHALLOW DRILL HOLE IN BEDROCK WHICH
 KP0435'IS ABOUT 3 FEET LOWER THAN STATION.  DISTANCE TO MARK WAS
 KP0435'FOUND TO BE 4.70 METERS INSTEAD OF THE ORIGINAL 4.72 METERS.
 KP0435'
 KP0435'THE PIER, MARKING DIAMOND PEAK LATITUDE STATION WAS FOUND IN
 KP0435'POOR REPAIR, USELESS FOR ACCURATE REFERENCE PURPOSES.
 KP0435'
 KP0435'BAROMETRIC ELEVATION, 10,000 FEET, BAROMETER NO. 1.
 KP0435'
 KP0435'TO REACH FROM EUREKA POST OFFICE, GO WEST ON U.S. HIGHWAY 50
 KP0435'FOR 0.2 MILE AND TURN RIGHT OFF HIGHWAY ONTO GRAVELED ROAD,
 KP0435'THEN GO 1.4 MILES AND TAKE RIGHT FORK, EAST, GO 0.4 MILE
 KP0435'AND TAKE RIGHT FORK, EAST, AT SIGN NEWARK 9, EUREKA 2, GO 2.1
 KP0435'MILES AND TURN RIGHT, EAST, AT CROSSROADS, GO 1.0 MILE, PASS
 KP0435'RANCH HOUSE ON RIGHT, AND CONTINUE EAST UP CANYON, GO 2.6 MILES
 KP0435'AND CROSS SMALL WOODEN BRIDGE, GO 1.5 MILES AND TURN LEFT,
 KP0435'NORTH, ON LITTLE TRAVELED ROAD (THIS POINT IS ABOUT 200 YARDS
 KP0435'WEST OF NEWARK SUMMIT), GO 0.8 MILE TO END OF TRUCK TRAVEL AT
 KP0435'FENCED-IN SPRING.  FROM HERE WALK NORTH-NORTHWEST UP CANYON TO
 KP0435'SADDLE, BEAR RIGHT AROUND WEST SIDE OF HILL TO SECOND SADDLE,
 KP0435'THEN AROUND EAST SIDE OF NEXT HILL NORTH TO THIRD SADDLE,
 KP0435'AND FROM HERE CLIMB NORTH AND NORTHEAST UP RIDGE TO
 KP0435'HIGHEST POINT AND STATION.  ABOUT 3-HOURS PACKING TIME.
 KP0435
 KP0435                          STATION RECOVERY (1945)
 KP0435
 KP0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 KP0435'RECOVERED AS DESCRIBED BY NGS IN 1881 IN DESCRIPTION LIST 39 115 4,
 KP0435'STATION 1007. STATION IS A SQUARE NAIL CEMENTED IN MASONRY FOUNDATION.
 KP0435
 KP0435                          STATION RECOVERY (1954)
 KP0435
 KP0435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0435'THE STATION AND 2 OF THE 4 REFERENCE MARKS, SHALLOW DRILL HOLES
 KP0435'IN SOLID ROCK, WERE RECOVERED IN GOOD CONDITION.  AN AZIMUTH
 KP0435'MARK WAS ESTABLISHED AND WILL BE DESCRIBED LATER.  A COMPLETE
 KP0435'DESCRIPTION FOLLOWS.
 KP0435'
 KP0435'THE STATION IS LOCATED ON THE HIGHEST POINT OF DIAMOND PEAK WHICH
 KP0435'IS THE HIGHEST PEAK IN THE DIAMOND RANGE.  IT IS ABOUT 12 MILES, AIR
 KP0435'LINE, NORTHEAST OF EUREKA, ABOUT 11 MILES, AIR LINE,
 KP0435'NORTH-NORTHEAST OF PINTO PASS, ON U.S. HIGHWAY 50, AND ABOUT 15
 KP0435'MILES, AIR LINE, NORTH-NORTHWEST OF ELDORADO, A FILLING STATION
 KP0435'AND BAR.
 KP0435'
 KP0435'THE STATION IS A COPPER BOLT SET IN A DRILL HOLE IN BEDROCK
 KP0435'AND ENCLOSED BY A METAL CYLINDER THAT IS 5 INCHES IN DIAMETER
 KP0435'AND PROJECTS 3 INCHES.  THE BOLT HAS A CROSS CHISELED ON ITS
 KP0435'TOP.  IT IS ENCIRCLED BY A 3-FOOT ROCK WALL ON THE SOUTH AND
 KP0435'WEST SIDES.
 KP0435'
 KP0435'R.M., A CROSS IN A SHALLOW DRILL HOLE IN SOLID ROCK, IS ABOUT
 KP0435'3 FEET LOWER THAN THE STATION AND PROJECTS 6 INCHES.  IT IS
 KP0435'EAST-NORTHEAST OF THE STATION.
 KP0435'
 KP0435'R.M., A CROSS IN A SHALLOW DRILL HOLE IN SOLID ROCK, IS ABOUT
 KP0435'2 FEET LOWER THAN THE STATION AND IS FLUSH WITH THE GROUND.  IT
 KP0435'IS WEST OF THE STATION.
 KP0435'
 KP0435'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DIAMOND PEAK
 KP0435'1881 1954, SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2
 KP0435'FEET.  IT IS 20 FEET SOUTH OF THE TOP OF THE RIDGE AND 6 FEET
 KP0435'SOUTH OF A WITNESS POST.
 KP0435'
 KP0435'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA GO NORTHERLY
 KP0435'ON U.S. HIGHWAY 50 FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN
 KP0435'RIGHT, NORTHEASTERLY, AND GO 1.3 MILES TO A T-ROAD.  TURN
 KP0435'RIGHT, EAST, AS PER SIGN HUNTER RANCH AND GO 0.4 MILE TO 3 FORKS.
 KP0435'TAKE CENTER ROAD OF 3 ROADS AND GO EAST FOR 1.9 MILES TO A
 KP0435'CROSS ROAD.  CONTINUE STRAIGHT AHEAD, EAST, AND GO 0.8 MILE TO A
 KP0435'FORK.  TAKE THE LEFT FORK AND GO 0.5 MILE TO A HAY FIELD AND
 KP0435'A T-ROAD.  TURN RIGHT AND GO 0.7 MILE TO A FORK.  TAKE THE
 KP0435'LEFT FORK FOR 0.05 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 KP0435'1.55 MILES TO AN OLD RANCH HOUSE ON THE RIGHT AND A DRAW ON
 KP0435'THE LEFT.  TURN SHARP LEFT, NORTH, AND GO 0.1 MILE TO THE TOP OF
 KP0435'A RIDGE AND A T-ROAD.  TURN RIGHT, EAST, AND FOLLOW OLD ROAD
 KP0435'FOR 0.3 MILE TO WHERE THE ROAD GOES DOWN INTO THE CANYON.
 KP0435'TURN LEFT, EAST, AND GO CROSS COUNTRY ALONG THE TOP OF THE
 KP0435'RIDGE FOR 3.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 KP0435'CONTINUE, EAST, AND GO 0.3 MILE TO THE BASE OF 2 LARGE ROCK
 KP0435'OUTCROPS AND THE END OF 4-WHEEL DRIVE VEHICLE TRAVEL.  FROM
 KP0435'THE ROCK OUTCROPS PACK EAST UP THE RIDGE TO THE TOP OF
 KP0435'THE RIDGE.  TURN LEFT, NORTH, AND PACK ALONG THE TOP OF THE
 KP0435'RIDGE FOR ABOUT 2-1/2 HOURS TO THE HIGHEST POINT OF DIAMOND
 KP0435'PEAK AND THE STATION.  THIS IS A 3 HOUR PACK.
 KP0435'
 KP0435'OBSERVED FROM A 1.48 METER WOOD STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0433 ***********************************************************************
 KP0433  DESIGNATION -  DIAMOND PEAK LATITUDE STA
 KP0433  PID         -  KP0433
 KP0433  STATE/COUNTY-  NV/EUREKA
 KP0433  USGS QUAD   -  DIAMOND PEAK (1990)
 KP0433
 KP0433                         *CURRENT SURVEY CONTROL
 KP0433  ___________________________________________________________________
 KP0433* NAD 83(1994)-  39 35 06.00922(N)    115 49 06.20947(W)     ADJUSTED  
 KP0433* NAVD 88     -      3230.     (meters)   10597.     (feet)  SCALED    
 KP0433  ___________________________________________________________________
 KP0433  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 KP0433  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 KP0433
 KP0433  HORZ ORDER  -  THIRD
 KP0433
 KP0433.The horizontal coordinates were established by classical geodetic methods
 KP0433.and adjusted by the National Geodetic Survey in June 1998..
 KP0433
 KP0433.The orthometric height was scaled from a topographic map.
 KP0433
 KP0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0433
 KP0433.The geoid height was determined by GEOID03.
 KP0433
 KP0433;                    North         East     Units Scale Factor Converg.
 KP0433;SPC NV E     - 8,536,565.999   179,808.500   MT  0.99990502   -0 08 59.2
 KP0433;SPC NV E     -28,007,050.28    589,921.72   sFT  0.99990502   -0 08 59.2
 KP0433;UTM  11      - 4,382,365.003   601,471.039   MT  0.99972677   +0 45 10.8
 KP0433
 KP0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0433!SPC NV E     -   0.99949667  x   0.99990502  =   0.99940174
 KP0433!UTM  11      -   0.99949667  x   0.99972677  =   0.99922358
 KP0433
 KP0433                          SUPERSEDED SURVEY CONTROL
 KP0433
 KP0433  NAD 83(1986)-  39 35 06.00607(N)    115 49 06.20839(W) AD(       ) 4
 KP0433  NAD 27      -  39 35 06.26000(N)    115 49 03.03000(W) AD(       ) 3
 KP0433
 KP0433.Superseded values are not recommended for survey control.
 KP0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0433.See file dsdata.txt to determine how the superseded data were derived.
 KP0433
 KP0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD0147182365(NAD 83)
 KP0433_MARKER: Z = SEE DESCRIPTION
 KP0433_SETTING: 0 = UNSPECIFIED SETTING
 KP0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KP0433
 KP0433  HISTORY     - Date     Condition        Report By
 KP0433  HISTORY     - 1881     MONUMENTED       CGS
 KP0433
 KP0433                          STATION DESCRIPTION
 KP0433
 KP0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1881
 KP0433'ABOUT 12 MILES NORTHEAST OF EUREKA, ON DIAMOND PEAK, THE HIGHEST
 KP0433'POINT OF THE DIAMOND RANGE OF MOUNTAINS.  THE STATION IS MARKED
 KP0433'DIAMOND PEAK LATITUDE STATION, MARKED BY A MASONRY PIER, IS
 KP0433'25.85 METERS FROM STATION DIAMOND PEAK N 70 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0305 ***********************************************************************
 HP0305  DESIGNATION -  DIANA
 HP0305  PID         -  HP0305
 HP0305  STATE/COUNTY-  NV/LINCOLN
 HP0305  USGS QUAD   -  PIOCHE (1980)
 HP0305
 HP0305                         *CURRENT SURVEY CONTROL
 HP0305  ___________________________________________________________________
 HP0305* NAD 83(1994)-  37 52 52.71307(N)    114 23 39.25152(W)     ADJUSTED  
 HP0305* NAVD 88     -      1879.9    (meters)    6168.     (feet)  VERTCON   
 HP0305  ___________________________________________________________________
 HP0305  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 HP0305  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 HP0305
 HP0305  HORZ ORDER  -  FIRST
 HP0305
 HP0305.The horizontal coordinates were established by classical geodetic methods
 HP0305.and adjusted by the National Geodetic Survey in June 1998..
 HP0305
 HP0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0305
 HP0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0305
 HP0305.The geoid height was determined by GEOID03.
 HP0305
 HP0305;                    North         East     Units Scale Factor Converg.
 HP0305;SPC NV E     - 8,348,097.349   304,600.809   MT  1.00003472   +0 43 48.7
 HP0305;SPC NV E     -27,388,716.05    999,344.49   sFT  1.00003472   +0 43 48.7
 HP0305;UTM  11      - 4,195,847.206   729,166.922   MT  1.00024688   +1 36 02.5
 HP0305
 HP0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0305!SPC NV E     -   0.99970874  x   1.00003472  =   0.99974345
 HP0305!UTM  11      -   0.99970874  x   1.00024688  =   0.99995554
 HP0305
 HP0305|---------------------------------------------------------------------|
 HP0305| PID    Reference Object                     Distance      Geod. Az  |
 HP0305|                                                           dddmmss.s |
 HP0305| DD4862 DIANA RM 1                           11.741 METERS 05409     |
 HP0305| HP0297 PANACA WATER TANK                   APPROX. 9.8 KM 1763517.0 |
 HP0305| HP0296 PANACA NORTH TEXACO TANK            APPROX. 9.5 KM 1835432.1 |
 HP0305| DD4863 DIANA RM 2                           19.622 METERS 19029     |
 HP0305| DD4861 DIANA AZ MK                                        3442830.9 |
 HP0305|---------------------------------------------------------------------|
 HP0305
 HP0305                          SUPERSEDED SURVEY CONTROL
 HP0305
 HP0305  NAD 83(1994)-  37 52 52.71315(N)    114 23 39.25152(W) AD(       ) 1
 HP0305  NAD 83(1986)-  37 52 52.70390(N)    114 23 39.25238(W) AD(       ) 1
 HP0305  NAD 27      -  37 52 52.83400(N)    114 23 36.28900(W) AD(       ) 1
 HP0305  NGVD 29 (07/19/86) 1878.8    (m)         6164.     (f) VERT ANG       
 HP0305
 HP0305.Superseded values are not recommended for survey control.
 HP0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0305.See file dsdata.txt to determine how the superseded data were derived.
 HP0305
 HP0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB2916795847(NAD 83)
 HP0305_MARKER: DS = TRIANGULATION STATION DISK
 HP0305_SETTING: 66 = SET IN ROCK OUTCROP
 HP0305_SP_SET: PARTIALLY EXPOSED BEDROCK
 HP0305_STAMPING: DIANA 1944
 HP0305_MARK LOGO: CGS   
 HP0305_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0305+STABILITY: POSITION/ELEVATION WELL
 HP0305
 HP0305  HISTORY     - Date     Condition        Report By
 HP0305  HISTORY     - 1944     MONUMENTED       CGS
 HP0305  HISTORY     - 1952     GOOD             USGS
 HP0305
 HP0305                          STATION DESCRIPTION
 HP0305
 HP0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0305'STATION IS 4-1/2 MILES (AIR LINE) SE OF PIOCHE AND ABOUT
 HP0305'6-1/2 MILES (AIR LINE) N OF PANACA.  IT IS ON A GREY-COLORED
 HP0305'HILL WHICH IS THE SECOND BRUSH-COVERED TOP NW OF A CERTAIN
 HP0305'HILL SITUATED 2-1/4 MILES ENE OF PANACA AND HAVING AN L PAINTED
 HP0305'ON ITS W SIDE.
 HP0305'
 HP0305'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 HP0305'WITH THE GROUND AND IS STAMPED DIANA 1944.  IT IS 14 FEET
 HP0305'ENE OF THE HIGHEST POINT OF THE HILL.
 HP0305'
 HP0305'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0305'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 32
 HP0305'INCHES LOWER IN ELEVATION THAN THE STATION MARK AND IS STAMPED
 HP0305'DIANA NO 1 1944.
 HP0305'
 HP0305'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0305'FLUSH WITH THE GROUND.  IT IS ABOUT 16 FEET LOWER IN ELEVATION
 HP0305'THAN THE STATION MARK AND IS STAMPED DIANA NO 2 1944.
 HP0305'
 HP0305'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH
 HP0305'WITH THE GROUND AND IS STAMPED DIANA 1944.  IT IS 6 FEET W
 HP0305'OF A WITNESS POST AND 45 FEET WSW OF THE TRACK ROAD TO THE
 HP0305'STATION.
 HP0305'
 HP0305'TO REACH STATION FROM THE POST OFFICE IN PIOCHE, GO S ON U.S.
 HP0305'HIGHWAY 93 FOR 2.7 MILES TO A BLADED ROAD ENTERING ON THE LEFT.
 HP0305'TAKE THIS ROAD S FOR 0.3 MILE TO A FORK.  HERE TAKE THE RIGHT
 HP0305'FORK FOR 0.8 MILE TO A FORK, TAKE THE LEFT FORK AND MAIN-TRAVELED
 HP0305'ROAD FOR 0.2 MILE TO A FORK.  HERE TAKE THE LEFT FORK FOR 0.2
 HP0305'MILE TO THE TOP OF THE RIDGE.  CONTINUE DOWN THE E SLOPE IN
 HP0305'A WASH FOR 0.1 MILE AND BEAR S OUT OF THE WASH FOR 0.3 MILE
 HP0305'TO THE AZIMUTH-MARK WITNESS POST ON THE RIGHT.  CONTINUE ON
 HP0305'THE DIM TRACK ROAD FOR 0.2 MILE TO THE END OF TRUCK TRAVEL AT
 HP0305'THE BASE OF THE HILL.  FROM HERE PACK 150 YARDS SE TO THE
 HP0305'SADDLE AND THEN S ALONG THE RIDGE FOR 200 YARDS TO THE TOP
 HP0305'OF THE HILL AND STATION.
 HP0305'
 HP0305'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 HP0305
 HP0305                          STATION RECOVERY (1952)
 HP0305
 HP0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 HP0305'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37114-1 STATION 1010.
 HP0305'STATION MARK--BRONZE DISC STAMPED---DIANA 1944---SET IN BEDROCK FLUSH
 HP0305'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1559 ***********************************************************************
 KR1559  DESIGNATION -  DIATOM
 KR1559  PID         -  KR1559
 KR1559  STATE/COUNTY-  NV/CHURCHILL
 KR1559  USGS QUAD   -  DESERT PEAK (1986)
 KR1559
 KR1559                         *CURRENT SURVEY CONTROL
 KR1559  ___________________________________________________________________
 KR1559* NAD 83(1994)-  39 49 37.66383(N)    118 59 06.85275(W)     ADJUSTED  
 KR1559* NAVD 88     -      1309.2    (meters)    4295.     (feet)  VERTCON   
 KR1559  ___________________________________________________________________
 KR1559  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 KR1559  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KR1559
 KR1559  HORZ ORDER  -  FIRST
 KR1559
 KR1559.The horizontal coordinates were established by classical geodetic methods
 KR1559.and adjusted by the National Geodetic Survey in June 1998..
 KR1559
 KR1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1559
 KR1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1559
 KR1559.The geoid height was determined by GEOID03.
 KR1559
 KR1559;                    North         East     Units Scale Factor Converg.
 KR1559;SPC NV W     - 4,563,497.235   765,596.907   MT  0.99991457   -0 15 26.7
 KR1559;SPC NV W     -14,972,073.85  2,511,795.85   sFT  0.99991457   -0 15 26.7
 KR1559;UTM  11      - 4,410,456.009   330,108.042   MT  0.99995535   -1 16 18.5
 KR1559
 KR1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1559!SPC NV W     -   0.99979839  x   0.99991457  =   0.99971298
 KR1559!UTM  11      -   0.99979839  x   0.99995535  =   0.99975375
 KR1559
 KR1559|---------------------------------------------------------------------|
 KR1559| PID    Reference Object                     Distance      Geod. Az  |
 KR1559|                                                           dddmmss.s |
 KR1559| DA9004 DIATOM RM 1                           7.485 METERS 14104     |
 KR1559| HR0104 DIABLO RM 2                           7.607 METERS 20430     |
 KR1559| KR1565 57 GWM                              APPROX. 1.6 KM 2555224.2 |
 KR1559|---------------------------------------------------------------------|
 KR1559
 KR1559                          SUPERSEDED SURVEY CONTROL
 KR1559
 KR1559  NAD 83(1986)-  39 49 37.66909(N)    118 59 06.84873(W) AD(       ) 1
 KR1559  NAD 27      -  39 49 37.99230(N)    118 59 03.26360(W) AD(       ) 1
 KR1559  NGVD 29 (07/19/86) 1308.2    (m)         4292.     (f) VERT ANG       
 KR1559
 KR1559.Superseded values are not recommended for survey control.
 KR1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1559.See file dsdata.txt to determine how the superseded data were derived.
 KR1559
 KR1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE3010810456(NAD 83)
 KR1559_MARKER: DS = TRIANGULATION STATION DISK
 KR1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1559_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KR1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1559+SATELLITE: SATELLITE OBSERVATIONS - 1986
 KR1559
 KR1559  HISTORY     - Date     Condition        Report By
 KR1559  HISTORY     - 1958     MONUMENTED       CGS
 KR1559  HISTORY     - 1974     GOOD             NGS
 KR1559  HISTORY     - 1974     GOOD             NGS
 KR1559  HISTORY     - 1976     GOOD             DMA
 KR1559  HISTORY     - 1977     GOOD             NGS
 KR1559  HISTORY     - 1986     GOOD
 KR1559
 KR1559                          STATION DESCRIPTION
 KR1559
 KR1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 KR1559'STATION IS 1/4 MILE NORTHWEST OF U.S. HIGHWAY 40, ON THE SOUTH
 KR1559'END OF A LOW RIDGE WHICH EXTENDS IN A N-S DIRECTION, AND FROM
 KR1559'BRADY HOT SPRINGS IS 3.2 MILES NORTHEAST ALONG THE HIGHWAY
 KR1559'AND THENCE 0.25 MILES NORTHWEST VIA A TRACK ROAD TO THE
 KR1559'CREST AND SOUTH END OF THE LOW SMOOTHTOPPED RIDGE.
 KR1559'
 KR1559'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CYLINDRICAL
 KR1559'CONCRETE POSTS PROJECTING 2-INCHES ABOVE SURFACE, STAMPED
 KR1559'DIATOM 1957, AND THE REFERENCE MARKS FUTHER STAMPED NO 1
 KR1559'AND NO 2 RESPECTIVELY.
 KR1559
 KR1559                          STATION RECOVERY (1974)
 KR1559
 KR1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JDS)
 KR1559'THE STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE
 KR1559'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN THE 1958 DATA.
 KR1559'THE DISTANCES TO THE REFERENCE MARKS CHECKED THE 1958 DATA
 KR1559'AND THE DIRECTION TO REFERENCE MARK 2 COMPARED FAVORABLY WITH
 KR1559'THE 1958 DATA.  A DIFFERENCE OF 56 MINUTES AND 56 SECONDS WAS
 KR1559'NOTED IN DIRECTION TO REFERENCE MARK 1.
 KR1559'
 KR1559'THE DEFENSE MAPPING AGENCY OCCUPIED THIS STATION IN 1974
 KR1559'AND THE DIFFERENCE IN DIRECTION TO REFERENCE MARK 1 WAS NOTED.
 KR1559'THIS PARTY OCCUPIED THE STATION AT THIS DATE AND THE DEFENSE
 KR1559'MAPPING AGENCYS DATA WAS CONFIRMED.  ALL MARKS WERE SOLID AND
 KR1559'APPEARED UNDISTURBED.
 KR1559'
 KR1559'AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  THE STATION
 KR1559'MARK WAS THE ANTENNA SITE FOR GEOCEIVER STATION 51058.
 KR1559'
 KR1559'A NEW DESCRIPTION FOLLOWS--
 KR1559'
 KR1559'THE STATION IS LOCATED ABOUT 20 MILES NORTHEAST OF FERNLEY,
 KR1559'ABOUT 3 MILES NORTHEAST OF THE HOT SPRINGS-NIGHTINGALE
 KR1559'INTERCHANGE ON INTERSTATE 80, AND 1/4 MILE NORTHWEST OF
 KR1559'INTERSTATE 80.  IT IS ON THE SOUTH END OF A LOW RIDGE WHICH
 KR1559'EXTENDS IN A N-S DIRECTION.
 KR1559'
 KR1559'TO REACH THE STATION FROM THE HOT SPRINGS-NIGHTINGALE
 KR1559'INTERCHANGE ON INTERSTATE 80, GO NORTHEAST ON PAVED FRONTAGE
 KR1559'ROAD AS PER SIGN NIGHTINGALE FOR 2.4 MILES TO A 90 DEGREE LEFT
 KR1559'TURN, TURN LEFT AND GO NORTHWEST FOR 15 MILE TO A CROSSROADS,
 KR1559'JUST BEFORE REACHING A POWERLINE.  (TO REACH THE AZIMUTH MARK
 KR1559'FROM HERE, CONTINUE NORTHWEST ON A GRAVEL ROAD FOR 0.4 MILE TO
 KR1559'THE MARK ON THE RIGHT.) TURN RIGHT AND GO NORTHEAST ON
 KR1559'SEMI-PAVED ROAD FOR 0.75 MILE TO A TRACK ROAD ON THE RIGHT,
 KR1559'TURN RIGHT AND GO EAST FOR 0.1 MILE TO TOP OF RIDGE AND
 KR1559'STATION.  (4WD VEHICLE REQUIRED)
 KR1559'
 KR1559'THE STATION MARK IS A STANDARD DISC, STAMPED DIATOM 1957.  IT
 KR1559'IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 KR1559'WHICH PROJECTS 3 INCHES.
 KR1559'
 KR1559'REFERENCE MARK 1 IS A STANDARD DISC, STAMPED DIATOM NO 1 1957,
 KR1559'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KR1559'PROJECTS 3 INCHES ABOVE THE GROUND.
 KR1559'
 KR1559'REFERENCE MARK 2 IS A STANDARD DISC, STAMPED DIATOM NO 2 1957,
 KR1559'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 KR1559'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 KR1559'
 KR1559'THE BENCH MARK BM 57 (USGS), USED FOR THE AZIMUTH MARK, IS A
 KR1559'U.S. GEOLOGICAL SURVEY BENCH MARK DISC, STAMPED 57 GWM 1950.
 KR1559'IT IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 KR1559'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 40 FEET
 KR1559'NORTHEAST OF THE CENTER OF THE GRAVEL ROAD.
 KR1559'
 KR1559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 KR1559'NORTHEAST OF FERNLEY.
 KR1559
 KR1559                          STATION RECOVERY (1974)
 KR1559
 KR1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCC)
 KR1559'A PRECISE GEODIMETER TIE WAS MADE TO THIS STATION FROM STATION FIRE
 KR1559'DMATC 1974 BY PERSONNEL FROM THE DEFENSE MAPPING AGENCY TOPOGRAPHIC
 KR1559'CENTER ENGAGED IN TRANSCONTINENTAL TRAVERSING BETWEEN WENDOVER,
 KR1559'UTAH AND CORNING, CALIFORNIA.  IN ADDITION, AN AZIMUTH MARK WAS
 KR1559'ESTABLISHED.
 KR1559'
 KR1559'DUE TO CHANGES IN THE ROAD SYSTEMS, A NEW TO REACH FOLLOWS--
 KR1559'
 KR1559'TO REACH FROM THE HOT SPRINGS - NIGHTINGALE EXIT ON INTERSTATE 80,
 KR1559'ABOUT 48 MILES EAST-NORTHEAST OF RENO, OR 44 MILES SOUTHWEST OF
 KR1559'LOVELOCK, AND FROM THE CATTLE GUARD ON THE NORTHWEST SIDE OF THE
 KR1559'INTERSTATE, GO NORTHEAST ON PAVED ROAD AS PER SIGN NIGHTINGALE FOR
 KR1559'2.35 MILES TO A SHARP CURVE TO THE LEFT, TURN LEFT AND GO
 KR1559'NORTHWEST FOR 0.2 MILE TO A CROSSROAD JUST BEFORE A POWER LINE,
 KR1559'(TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE NORTHWEST ON MAIN
 KR1559'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT), TURN RIGHT AND GO
 KR1559'NORTHEASTERLY FOR 0.75 MILE, TURN RIGHT AND GO CROSS COUNTRY ABOUT
 KR1559'0.1 MILE TO THE TOP OF THE SOUTH END A RIDE AND THE STATION SITE.
 KR1559'A FOUR-WHEEL DRIVE VEHICLE IS RECOMMENDED FOR THE CROSS
 KR1559'COUNTRY TRAVEL DUE TO SOFT GROUND.
 KR1559'
 KR1559'AZIMUTH MARK, IS A USGS BENCH MARK DISK SET IN THE TOP OF A ROUND
 KR1559'CONCRETE POST 8-INCHES IN DIAMETER AND PROJECTING 0.5 FOOT.  IT IS
 KR1559'STAMPED--57 GWM 4190 1950 AND LOCATED 39 FEET NORTHEAST OF THE
 KR1559'CENTERLINE OF THE ROAD.
 KR1559'
 KR1559'THE STATION MARK, AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 KR1559'DESCRIBED.
 KR1559'DISTANCES TO THE REFERENCE MARKS CHECKED, HOWEVER, A
 KR1559'DIFFERENCE IN DIRECTION TO THE REFERENCE MARKS WAS OBSERVED.  SEE THE
 KR1559'ATTACHED DATA AND LIST OF DIRECTIONS ATTACHED.
 KR1559
 KR1559                          STATION RECOVERY (1976)
 KR1559
 KR1559'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (LWL)
 KR1559'STATION RECOVERED GOOD.
 KR1559'
 KR1559'THE STATION MARK AND RMS WERE RECOVERED IN GOOD CONDITION.
 KR1559
 KR1559                          STATION RECOVERY (1977)
 KR1559
 KR1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 KR1559'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH
 KR1559'MARK WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 KR1559'
 KR1559'THE STATION MARK WAS USED AS THE ANTENNA SITE FOR GEOCEIVER
 KR1559'STATION 52058.
 KR1559'
 KR1559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KR1559'ABOUT 20 MILES NORTHEAST OF FERNLEY.
 KR1559
 KR1559                          STATION RECOVERY (1986)
 KR1559
 KR1559'RECOVERED 1986
 KR1559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0623 ***********************************************************************
 LQ0623  DESIGNATION -  DICK 2
 LQ0623  PID         -  LQ0623
 LQ0623  STATE/COUNTY-  NV/ELKO
 LQ0623  USGS QUAD   -  SILVER ZONE PASS (1982)
 LQ0623
 LQ0623                         *CURRENT SURVEY CONTROL
 LQ0623  ___________________________________________________________________
 LQ0623* NAD 83(1994)-  40 56 49.54381(N)    114 21 52.73927(W)     ADJUSTED  
 LQ0623* NAVD 88     -      1827.31   (+/-2cm)    5995.1    (feet)  VERTCON   
 LQ0623  ___________________________________________________________________
 LQ0623  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 LQ0623  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 LQ0623
 LQ0623  HORZ ORDER  -  SECOND
 LQ0623  VERT ORDER  -  THIRD (See Below)
 LQ0623
 LQ0623.The horizontal coordinates were established by classical geodetic methods
 LQ0623.and adjusted by the National Geodetic Survey in June 1998..
 LQ0623
 LQ0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0623.The vertical order pertains to the NGVD 29 superseded value.
 LQ0623
 LQ0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0623
 LQ0623.The geoid height was determined by GEOID03.
 LQ0623
 LQ0623;                    North         East     Units Scale Factor Converg.
 LQ0623;SPC NV E     - 8,688,486.160   302,606.952   MT  1.00002954   +0 47 55.5
 LQ0623;SPC NV E     -28,505,475.01    992,802.98   sFT  1.00002954   +0 47 55.5
 LQ0623;UTM  11      - 4,536,228.779   721,825.289   MT  1.00020567   +1 43 40.1
 LQ0623
 LQ0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0623!SPC NV E     -   0.99971618  x   1.00002954  =   0.99974571
 LQ0623!UTM  11      -   0.99971618  x   1.00020567  =   0.99992179
 LQ0623
 LQ0623|---------------------------------------------------------------------|
 LQ0623| PID    Reference Object                     Distance      Geod. Az  |
 LQ0623|                                                           dddmmss.s |
 LQ0623| AA3800 DICK 2 RM 3                          11.116 METERS 04126     |
 LQ0623| LQ0081 DICK                                 55.540 METERS 20204     |
 LQ0623| AA3801 DICK 2 RM 4                           7.842 METERS 30941     |
 LQ0623| LQ0078 BEEO                                APPROX. 3.0 KM 3111112.6 |
 LQ0623|---------------------------------------------------------------------|
 LQ0623
 LQ0623                          SUPERSEDED SURVEY CONTROL
 LQ0623
 LQ0623  NAD 83(1994)-  40 56 49.54381(N)    114 21 52.73916(W) AD(       ) 2
 LQ0623  NAD 83(1986)-  40 56 49.53709(N)    114 21 52.73555(W) AD(       ) 2
 LQ0623  NAD 27      -  40 56 49.80146(N)    114 21 49.65552(W) AD(       ) 2
 LQ0623  NGVD 29 (07/31/00) 1826.19   (m)         5991.4    (f) RESET       3  
 LQ0623
 LQ0623.Superseded values are not recommended for survey control.
 LQ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0623.See file dsdata.txt to determine how the superseded data were derived.
 LQ0623
 LQ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF2182536229(NAD 83)
 LQ0623_MARKER: DH = HORIZONTAL CONTROL DISK
 LQ0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0623_STAMPING: DICK 2 1978
 LQ0623_MARK LOGO: NGS   
 LQ0623_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0623+STABILITY: SURFACE MOTION
 LQ0623
 LQ0623  HISTORY     - Date     Condition        Report By
 LQ0623  HISTORY     - 1978     MONUMENTED       NGS
 LQ0623  HISTORY     - 19781024 GOOD             NGS
 LQ0623
 LQ0623                          STATION DESCRIPTION
 LQ0623
 LQ0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LQ0623'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF INTERSTATE
 LQ0623'HIGHWAY 80, JUST NORTH OF AN OVERCROSSING, AND IS AIRLINE ABOUT 23
 LQ0623'MILES NORTHWEST OF WENDOVER AND 8-1/2 MILES SOUTHEAST OF OASIS.
 LQ0623'
 LQ0623'TO REACH THE STATION FROM THE OVERCROSSING AT OASIS GO SOUTHEAST
 LQ0623'ON INTERSTATE HIGHWAY 80 FOR 8.6 MILES TO AN OVERCROSSING AND
 LQ0623'THE STATION SITE ON THE LEFT.
 LQ0623'
 LQ0623'THE UNDERGROUND AND SURFACE STATION MARKS ARE NGS HORIZONTAL CONTROL
 LQ0623'DISKS STAMPED DICK 2 1978.  THE UNDERGROUND MARK IS SET IN THE
 LQ0623'TOP OF A BLOCK OF CONCRETE 3.0 FEET BELOW THE SURFACE OF THE
 LQ0623'GROUND.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CONCRETE
 LQ0623'CYLINDER PROJECTING 0.1 FOOT ABOVE THE GROUND AND IS 255 FEET
 LQ0623'NORTH OF THE NORTH CORNER OF AN OVERCROSSING OVER THE HIGHWAY,
 LQ0623'133 FEET NORTHEAST OF THE CENTERLINE OF AN ON-RAMP, 99 FEET
 LQ0623'NORTHWEST OF THE PROJECTED CENTERLINE OF THE OVERCROSSING, 4.4
 LQ0623'FEET SOUTHWEST OF A R/W FENCE CORNER, AND 2.1 FEET NORTHWEST OF A
 LQ0623'METAL WITNESS POST.
 LQ0623'
 LQ0623'REFERENCE MARK 3 IS AN NGS REFERENCE MARK DISK STAMPED DICK 2 NO 3
 LQ0623'1978 CEMENTED IN A DRILL HOLE IN THE 14X14-INCH TOP OF A BOULDER
 LQ0623'FLUSH WITH THE GROUND, 32.1 FEET NORTHEAST OF A FENCE CORNER, 1.3
 LQ0623'FEET SOUTHEAST OF A R/W FENCE LINE, AND ABOUT 1 FOOT HIGHER THAN
 LQ0623'THE STATION MARK.
 LQ0623'
 LQ0623'REFERENCE MARK 4 IS AN NGS REFERENCE MARK DISK STAMPED DICK 2 NO 4
 LQ0623'1978 CEMENTED IN A DRILL HOLE IN THE 9X12-INCH TOP OF A BOULDER
 LQ0623'PROJECTING 0.1 FOOT ABOVE THE GROUND, 25.7 FEET NORTHWEST OF A
 LQ0623'FENCE CORNER, 1.2 FEET SOUTHWEST OF A R/W FENCE LINE, AND ABOUT
 LQ0623'1/4 FOOT LOWER THAN THE STATION MARK.
 LQ0623'
 LQ0623'NEAREST TOWN--OASIS.
 LQ0623
 LQ0623                          STATION RECOVERY (1978)
 LQ0623
 LQ0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LQ0623'8.6 MILES (13.8 KM) SOUTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE
 LQ0623'OVERCROSSING IN OASIS, 255 FEET (77.7 M) NORTH OF THE NORTH CORNER OF
 LQ0623'A HIGHWAY OVERCROSSING, 133 FEET (40.5 M) NORTHEAST OF THE CENTERLINE
 LQ0623'OF AN ON-RAMP, 99 FEET (30.2 M) NORTHWEST OF THE PROJECTED CENTERLINHE
 LQ0623'OF THE OVERCROSSING, 4.4 FEET (1.3 M) SOUTHWEST OF A RIGHT-OF-WAY
 LQ0623'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3800 ***********************************************************************
 AA3800  DESIGNATION -  DICK 2 RM 3
 AA3800  PID         -  AA3800
 AA3800  STATE/COUNTY-  NV/ELKO
 AA3800  USGS QUAD   -  SILVER ZONE PASS (1982)
 AA3800
 AA3800                         *CURRENT SURVEY CONTROL
 AA3800  ___________________________________________________________________
 AA3800* NAD 83(1986)-  40 56 49.     (N)    114 21 52.     (W)     SCALED    
 AA3800* NAVD 88     -      1827.65   (+/-2cm)    5996.2    (feet)  VERTCON   
 AA3800  ___________________________________________________________________
 AA3800  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 AA3800
 AA3800  VERT ORDER  -  THIRD (See Below)
 AA3800
 AA3800.The horizontal coordinates were scaled from a topographic map and have
 AA3800.an estimated accuracy of +/- 6 seconds.
 AA3800
 AA3800.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3800.The vertical order pertains to the NGVD 29 superseded value.
 AA3800
 AA3800.The geoid height was determined by GEOID03.
 AA3800
 AA3800;                    North         East    Units  Estimated Accuracy
 AA3800;SPC NV E     - 8,688,470.      302,620.      MT  (+/- 180 meters Scaled)
 AA3800
 AA3800                          SUPERSEDED SURVEY CONTROL
 AA3800
 AA3800  NGVD 29 (07/31/00) 1826.53   (m)         5992.5    (f) RESET       3  
 AA3800
 AA3800.Superseded values are not recommended for survey control.
 AA3800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3800.See file dsdata.txt to determine how the superseded data were derived.
 AA3800
 AA3800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF218362(NAD 83)
 AA3800_MARKER: DR = REFERENCE MARK DISK
 AA3800_SETTING: 80 = SET IN A BOULDER
 AA3800_STAMPING: DICK 2 RM 3 1978
 AA3800_MARK LOGO: NGS   
 AA3800_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3800+STABILITY: SURFACE MOTION
 AA3800
 AA3800  HISTORY     - Date     Condition        Report By
 AA3800  HISTORY     - 1978     MONUMENTED       NGS
 AA3800  HISTORY     - 19781024 GOOD             NGS
 AA3800
 AA3800                          STATION DESCRIPTION
 AA3800
 AA3800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AA3800'8.6 MILES (13.8 KM) SOUTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE
 AA3800'OVERCROSSING IN OASIS, 290 FEET (88.4 M) NORTH OF THE NORTH CORNER OF
 AA3800'A HIGHWAY OVERCROSSING, 99 FEET (30.2 M) NORTHWEST OF THE PROJECTED
 AA3800'CENTERLINE OF THE OVERCROSSING, 32.1 FEET (9.8 M) NORTHEAST OF A FENCE
 AA3800'CORNER, 36.5 FEET (11.1 M) NORTHEAST OF STATION DICK 2, 1.3 FEET (0.4
 AA3800'M) SOUTHEAST OF A RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3801 ***********************************************************************
 AA3801  DESIGNATION -  DICK 2 RM 4
 AA3801  PID         -  AA3801
 AA3801  STATE/COUNTY-  NV/ELKO
 AA3801  USGS QUAD   -  SILVER ZONE PASS (1982)
 AA3801
 AA3801                         *CURRENT SURVEY CONTROL
 AA3801  ___________________________________________________________________
 AA3801* NAD 83(1986)-  40 56 49.     (N)    114 21 52.     (W)     SCALED    
 AA3801* NAVD 88     -      1827.24   (+/-2cm)    5994.9    (feet)  VERTCON   
 AA3801  ___________________________________________________________________
 AA3801  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 AA3801
 AA3801  VERT ORDER  -  THIRD (See Below)
 AA3801
 AA3801.The horizontal coordinates were scaled from a topographic map and have
 AA3801.an estimated accuracy of +/- 6 seconds.
 AA3801
 AA3801.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3801.The vertical order pertains to the NGVD 29 superseded value.
 AA3801
 AA3801.The geoid height was determined by GEOID03.
 AA3801
 AA3801;                    North         East    Units  Estimated Accuracy
 AA3801;SPC NV E     - 8,688,470.      302,620.      MT  (+/- 180 meters Scaled)
 AA3801
 AA3801                          SUPERSEDED SURVEY CONTROL
 AA3801
 AA3801  NGVD 29 (07/31/00) 1826.12   (m)         5991.2    (f) RESET       3  
 AA3801
 AA3801.Superseded values are not recommended for survey control.
 AA3801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3801.See file dsdata.txt to determine how the superseded data were derived.
 AA3801
 AA3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF218362(NAD 83)
 AA3801_MARKER: DR = REFERENCE MARK DISK
 AA3801_SETTING: 80 = SET IN A BOULDER
 AA3801_STAMPING: DICK 2 RM 4 1978
 AA3801_MARK LOGO: NGS   
 AA3801_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3801+STABILITY: SURFACE MOTION
 AA3801
 AA3801  HISTORY     - Date     Condition        Report By
 AA3801  HISTORY     - 1978     MONUMENTED       NGS
 AA3801  HISTORY     - 19781024 GOOD             NGS
 AA3801
 AA3801                          STATION DESCRIPTION
 AA3801
 AA3801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AA3801'8.6 MILES (13.8 KM) SOUTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE
 AA3801'OVERCROSSING IN OASIS, 270 FEET (82.3 M) NORTH OF THE NORTH CORNER OF
 AA3801'A HIGWAY OVERCROSSING, 129 FEET (39.3 M) NORTHEAST OF THE CENTERLINE
 AA3801'OF AN ON-RAMP, 25.7 FEET (7.8 M) NORTHWEST OF DICK 2, 25.7 FEET (7.8
 AA3801'M) NORTHWEST OF A FENCE CORNER, 1.2 FFET SOUTHWEST OF A RIGHT-OF-WAY
 AA3801'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0082 ***********************************************************************
 LQ0082  DESIGNATION -  DICK RM 1
 LQ0082  PID         -  LQ0082
 LQ0082  STATE/COUNTY-  NV/ELKO
 LQ0082  USGS QUAD   -  SILVER ZONE PASS (1982)
 LQ0082
 LQ0082                         *CURRENT SURVEY CONTROL
 LQ0082  ___________________________________________________________________
 LQ0082* NAD 83(1986)-  40 56 48.     (N)    114 21 53.     (W)     SCALED    
 LQ0082* NAVD 88     -      1825.843  (meters)    5990.29   (feet)  ADJUSTED  
 LQ0082  ___________________________________________________________________
 LQ0082  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 LQ0082  DYNAMIC HT  -        1824.283 (meters)    5985.17  (feet)  COMP
 LQ0082  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 LQ0082
 LQ0082  VERT ORDER  -  SECOND    CLASS 0
 LQ0082
 LQ0082.The horizontal coordinates were scaled from a topographic map and have
 LQ0082.an estimated accuracy of +/- 6 seconds.
 LQ0082
 LQ0082.The orthometric height was determined by differential leveling
 LQ0082.and adjusted by the National Geodetic Survey in June 1991..
 LQ0082
 LQ0082.The geoid height was determined by GEOID03.
 LQ0082
 LQ0082.The dynamic height is computed by dividing the NAVD 88
 LQ0082.geopotential number by the normal gravity value computed on the
 LQ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0082.degrees latitude (g = 980.6199 gals.).
 LQ0082
 LQ0082.The modeled gravity was interpolated from observed gravity values.
 LQ0082
 LQ0082;                    North         East    Units  Estimated Accuracy
 LQ0082;SPC NV E     - 8,688,440.      302,600.      MT  (+/- 180 meters Scaled)
 LQ0082
 LQ0082                          SUPERSEDED SURVEY CONTROL
 LQ0082
 LQ0082  NGVD 29 (??/??/92) 1824.711  (m)         5986.57   (f) ADJ UNCH    2 0
 LQ0082
 LQ0082.Superseded values are not recommended for survey control.
 LQ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0082.See file dsdata.txt to determine how the superseded data were derived.
 LQ0082
 LQ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF218361(NAD 83)
 LQ0082_MARKER: DR = REFERENCE MARK DISK
 LQ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0082_STAMPING: DICK NO 1 1957
 LQ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0082+STABILITY: SURFACE MOTION
 LQ0082
 LQ0082  HISTORY     - Date     Condition        Report By
 LQ0082  HISTORY     - 1957     MONUMENTED       CGS
 LQ0082
 LQ0082                          STATION DESCRIPTION
 LQ0082
 LQ0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0082'8.5 MI SE FROM OASIS.
 LQ0082'8.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 191.0 FEET NORTH
 LQ0082'OF CENTER LINE OF HIGHWAY, 20.0 FEET EAST OF STATION MARK, SET IN A
 LQ0082'ROUND CONCRETE POST PROJECTING 1 INCH ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1921 ***********************************************************************
 GR1921  DESIGNATION -  DIKE
 GR1921  PID         -  GR1921
 GR1921  STATE/COUNTY-  NV/CLARK
 GR1921  USGS QUAD   -  VALLEY (1982)
 GR1921
 GR1921                         *CURRENT SURVEY CONTROL
 GR1921  ___________________________________________________________________
 GR1921* NAD 83(1994)-  36 18 25.26072(N)    115 00 47.00945(W)     ADJUSTED  
 GR1921* NAVD 88     -       695.4    (meters)    2281.     (feet)  VERTCON   
 GR1921  ___________________________________________________________________
 GR1921  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 GR1921  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 GR1921
 GR1921  HORZ ORDER  -  SECOND
 GR1921
 GR1921.The horizontal coordinates were established by classical geodetic methods
 GR1921.and adjusted by the National Geodetic Survey in June 1998..
 GR1921
 GR1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1921
 GR1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1921
 GR1921.The geoid height was determined by GEOID03.
 GR1921
 GR1921;                    North         East     Units Scale Factor Converg.
 GR1921;SPC NV E     - 8,172,885.138   251,213.206   MT  0.99993230   +0 20 15.6
 GR1921;SPC NV E     -26,813,873.99    824,188.66   sFT  0.99993230   +0 20 15.6
 GR1921;UTM  11      - 4,019,833.936   678,392.432   MT  0.99999211   +1 10 36.5
 GR1921
 GR1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1921!SPC NV E     -   0.99989519  x   0.99993230  =   0.99982750
 GR1921!UTM  11      -   0.99989519  x   0.99999211  =   0.99988730
 GR1921
 GR1921:                Primary Azimuth Mark                     Grid Az
 GR1921:SPC NV E     -  GAME                                     048 50 04.3
 GR1921:UTM  11      -  GAME                                     047 59 43.4
 GR1921
 GR1921|---------------------------------------------------------------------|
 GR1921| PID    Reference Object                     Distance      Geod. Az  |
 GR1921|                                                           dddmmss.s |
 GR1921| GR1886 GAME                                APPROX. 4.5 KM 0491019.9 |
 GR1921| CC4645 DIKE RM 1                             9.958 METERS 12553     |
 GR1921| CC4647 DIKE WP                               1.503 METERS 23312     |
 GR1921| CC4646 DIKE RM 2                             7.614 METERS 25322     |
 GR1921|---------------------------------------------------------------------|
 GR1921
 GR1921                          SUPERSEDED SURVEY CONTROL
 GR1921
 GR1921  NAD 83(1994)-  36 18 25.26132(N)    115 00 47.01100(W) AD(       ) 2
 GR1921  NAD 83(1992)-  36 18 25.26333(N)    115 00 47.01291(W) AD(       ) 2
 GR1921  NAD 83(1992)-  36 18 25.26274(N)    115 00 47.01345(W) AD(       ) 2
 GR1921  NAD 83(1986)-  36 18 25.25204(N)    115 00 46.99308(W) AD(       ) 2
 GR1921  NAD 27      -  36 18 25.36200(N)    115 00 43.98100(W) AD(       ) 2
 GR1921  NGVD 29 (07/19/86)  694.7    (m)         2279.     (f) VERT ANG       
 GR1921
 GR1921.Superseded values are not recommended for survey control.
 GR1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1921.See file dsdata.txt to determine how the superseded data were derived.
 GR1921
 GR1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA7839219834(NAD 83)
 GR1921_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GR1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1921
 GR1921  HISTORY     - Date     Condition        Report By
 GR1921  HISTORY     - 1957     MONUMENTED       CGS
 GR1921  HISTORY     - 1974     SEE DESCRIPTION  USGS
 GR1921
 GR1921                          STATION DESCRIPTION
 GR1921
 GR1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1921'THE STATION IS LOCATED 12 MILES NORTHEAST OF LAS VEGAS AND ABOUT
 GR1921'2-1/2 MILES NORTHWEST OF U.S. HIGHWAY 91, IN A FLAT AREA.
 GR1921'
 GR1921'TO REACH FROM THE INTERSECTION OF MAIN ST. AND FREMONT ST.
 GR1921'IN LAS VEGAS, GO NORTHEAST ON MAIN ST. AND ITS CONTINUATION
 GR1921'U.S. HIGHWAY 91 FOR ABOUT 10 MILES TO THE ENTRANCE ROAD TO
 GR1921'LAKE MEADE BASE ON THE RIGHT.  CONTINUE NORTHEAST ON THE HIGHWAY
 GR1921'FOR ABOUT 50 YARDS TO A GRAVEL SIDE ROAD LEFT.  TURN LEFT
 GR1921'(NORTHWEST) AND GO 1.2 MILES TO A CROSS ROAD.  TURN RIGHT
 GR1921'(NORTHEAST) AND GO 0.05 MILE TO RAILROAD CROSSING.  CROSS
 GR1921'TRACKS AND CONTINUE NORTHEAST ACROSS COUNTRY ON DIM TRACK
 GR1921'ROAD FOR 0.4 MILE TO STATION.
 GR1921'
 GR1921'THE STATION MARK, STAMPED DIKE 1957, IS A STANDARD BRONZE DISK
 GR1921'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 GR1921'ABOUT 25 YARDS EAST OF A SMALL WASH AND 4.94 FEET NORTHEAST
 GR1921'OF A WHITE WITNESS POST.
 GR1921'
 GR1921'REFERENCE MARK NO. 1, STAMPED DIKE NO 1 1957, IS A STANDARD
 GR1921'BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 GR1921'
 GR1921'REFERENCE MARK NO. 2, STAMPED DIKE NO 2 1957, IS A STANDARD
 GR1921'BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 GR1921'INCHES.
 GR1921
 GR1921                          STATION RECOVERY (1974)
 GR1921
 GR1921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JAB)
 GR1921'TO REACH FROM THE INTERSECTION OF MAIN ST AND FREMONT IN LAS
 GR1921'VEGAS, GO NORTH ON MAIN ST. AND ITS CONTINUATION U.S. 91 FOR
 GR1921'ABOUT 10 MILES TO THE ENTRANCE TO LAKE MEAD BASE (NELLIS
 GR1921'AFB AREA 2), CONTINUE NORTH FOR 1.4 MILES TO A ROAD ON THE
 GR1921'LEFT, TURN LEFT AND GO NORTH ON THIS ROAD FOR 1.2 MILES
 GR1921'CROSSING UNDER I-15, CONTINUE NORTH FOR 0.6 MILES TO THE UNION
 GR1921'PACIFIC RR, TURN LEFT ALONG TRACKS AND GO SOUTH FOR 1 MILE
 GR1921'TO A POWER LINE AND GRADE CROSSING, TURN RIGHT ACROSS TRACKS
 GR1921'AND CONTINUE NORTH ALONG THE POWER LINE 0.3 MILES TO A DOUBLE
 GR1921'POWER LINE.  TURN LEFT ALONG THIS POWER LINE AND GO
 GR1921'SOUTHWEST FOR 0.4 MILES, TURN RIGHT, NORTH 0.2 MILES ACROSS
 GR1921'COUNTRY TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1787 ***********************************************************************
 GR1787  DESIGNATION -  DIKE
 GR1787  PID         -  GR1787
 GR1787  STATE/COUNTY-  NV/CLARK
 GR1787  USGS QUAD   -  APEX (1986)
 GR1787
 GR1787                         *CURRENT SURVEY CONTROL
 GR1787  ___________________________________________________________________
 GR1787* NAD 83(1994)-  36 20 50.08138(N)    114 59 51.61099(W)     ADJUSTED  
 GR1787* NAVD 88     -      1253.1    (meters)    4111.     (feet)  VERTCON   
 GR1787  ___________________________________________________________________
 GR1787  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 GR1787  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 GR1787
 GR1787  HORZ ORDER  -  THIRD
 GR1787
 GR1787.The horizontal coordinates were established by classical geodetic methods
 GR1787.and adjusted by the National Geodetic Survey in June 1998..
 GR1787
 GR1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1787
 GR1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1787
 GR1787.The geoid height was determined by GEOID03.
 GR1787
 GR1787;                    North         East     Units Scale Factor Converg.
 GR1787;SPC NV E     - 8,177,356.915   252,568.142   MT  0.99993404   +0 20 49.6
 GR1787;SPC NV E     -26,828,545.15    828,633.98   sFT  0.99993404   +0 20 49.6
 GR1787;UTM  11      - 4,024,325.363   679,681.782   MT  0.99999780   +1 11 13.4
 GR1787
 GR1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1787!SPC NV E     -   0.99980766  x   0.99993404  =   0.99974172
 GR1787!UTM  11      -   0.99980766  x   0.99999780  =   0.99980546
 GR1787
 GR1787:                Primary Azimuth Mark                     Grid Az
 GR1787:SPC NV E     -  LOS ANGELES SALT LK AWY BCN 28           052 34 24.7
 GR1787:UTM  11      -  LOS ANGELES SALT LK AWY BCN 28           051 44 00.9
 GR1787
 GR1787|---------------------------------------------------------------------|
 GR1787| PID    Reference Object                     Distance      Geod. Az  |
 GR1787|                                                           dddmmss.s |
 GR1787| GR1883 LOS ANGELES SALT LK AWY BCN 28      APPROX.18.5 KM 0525514.3 |
 GR1787| GR1877 SUNRISE                             APPROX.18.6 KM 1795901.6 |
 GR1787|---------------------------------------------------------------------|
 GR1787
 GR1787                          SUPERSEDED SURVEY CONTROL
 GR1787
 GR1787  NAD 83(1994)-  36 20 50.08224(N)    114 59 51.61233(W) AD(       ) 3
 GR1787  NAD 83(1992)-  36 20 50.08132(N)    114 59 51.61171(W) AD(       ) 3
 GR1787  NAD 83(1992)-  36 20 50.08222(N)    114 59 51.61291(W) AD(       ) 3
 GR1787  NAD 83(1986)-  36 20 50.06840(N)    114 59 51.59638(W) AD(       ) 3
 GR1787  NGVD 29 (05/01/88) 1252.3    (m)         4109.     (f) VERT ANG       
 GR1787
 GR1787.Superseded values are not recommended for survey control.
 GR1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1787.See file dsdata.txt to determine how the superseded data were derived.
 GR1787
 GR1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA7968224325(NAD 83)
 GR1787_MARKER: DS = TRIANGULATION STATION DISK
 GR1787_SETTING: 66 = SET IN ROCK OUTCROP
 GR1787_SP_SET: SET IN ROCK OUTCROP
 GR1787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1787+STABILITY: POSITION/ELEVATION WELL
 GR1787
 GR1787  HISTORY     - Date     Condition        Report By
 GR1787  HISTORY     - 1951     MONUMENTED       USGS
 GR1787
 GR1787                          STATION DESCRIPTION
 GR1787
 GR1787'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GR1787'LOCATED ABOUT 17 MI NW. OF LAS VEGAS, 10 MI NNW. OF NELLIS AIR
 GR1787'FORCE BASE, 3 MI N. OF DIKE.  NEAR HIGHEST POINT OF HILL SEPARATED
 GR1787'FROM SURROUNDING HILLS BY DEEP CANYONS, ABOUT 30 FT. S. OF
 GR1787'HIGHEST POINT OF TOP.
 GR1787'
 GR1787'TO REACH BY HELICOPTER FROM LAS VEGAS, FLY N. TO FIRST RANGE OF
 GR1787'HILLS.  LAND ON HIGH POINT OF SMALL, LONE HILL AT STATION.
 GR1787'
 GR1787'TO REACH FROM INTERSECTION OF MAIN STREET AND FREMONT IN LAS
 GR1787'VEGAS, GO ABOUT 10 MI N. ON MAIN STREET AND ITS CONTINUATION U.S.
 GR1787'HWY. 91 TO ENTRANCE TO LAKE MEAD BASE (NELLIS A.F.B. AREA 2).
 GR1787'CONTINUE 1.4 MI N. TO RD. ON LEFT, TURN LEFT AND GO 1.2 MI N. ON
 GR1787'RD. CROSSING UNDER I-15, CONTINUE 0.6 MI N. TO UNION PACIFIC RR.
 GR1787'TURN LEFT ALONG TRACKS AND GO 1 MI S. TO POWER LINE AND GRADE
 GR1787'X-ING.  TURN RIGHT ACROSS TRACKS AND GO 0.3 MI N. ALONG POWER
 GR1787'LINE TO DOUBLE POWER LINE.  TURN LEFT ALONG THIS POWER LINE AND GO
 GR1787'0.4 MI SW.  TURN RIGHT AND GO 0.2 MI N. CROSS-COUNTRY TO STATION.
 GR1787'
 GR1787'STATION MARK--STANDARD TABLET STAMPED---DIKE 1950---, CEMENTED IN
 GR1787'ROCK OUTCROP.
 GR1787'
 GR1787'RM 1--STANDARD RM TABLET STAMPED---DIKE NO 1 1950---, CEMENTED IN
 GR1787'ROCK OUTCROP.
 GR1787'
 GR1787'RM 2--STANDARD RM TABLET STAMPED---DIKE NO 2 1950---, SET IN ROCK
 GR1787'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0414 ***********************************************************************
 MU0414  DESIGNATION -  DILAT
 MU0414  PID         -  MU0414
 MU0414  STATE/COUNTY-  NV/HUMBOLDT
 MU0414  USGS QUAD   -  NADINE BUTTE (1980)
 MU0414
 MU0414                         *CURRENT SURVEY CONTROL
 MU0414  ___________________________________________________________________
 MU0414* NAD 83(1994)-  41 55 11.67524(N)    117 03 49.99398(W)     ADJUSTED  
 MU0414* NAVD 88     -      1668.0    (meters)    5472.     (feet)  VERTCON   
 MU0414  ___________________________________________________________________
 MU0414  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 MU0414  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 MU0414
 MU0414  HORZ ORDER  -  THIRD
 MU0414
 MU0414.The horizontal coordinates were established by classical geodetic methods
 MU0414.and adjusted by the National Geodetic Survey in June 1998..
 MU0414
 MU0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0414
 MU0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0414
 MU0414.The geoid height was determined by GEOID03.
 MU0414
 MU0414;                    North         East     Units Scale Factor Converg.
 MU0414;SPC NV W     - 4,796,919.773   926,034.011   MT  1.00009540   +1 00 54.9
 MU0414;SPC NV W     -15,737,894.29  3,038,163.25   sFT  1.00009540   +1 00 54.9
 MU0414;SPC OR S     -    33,980.066 1,784,998.240   MT  1.00012965   +2 21 02.9
 MU0414;SPC OR S     -   111,483.16  5,856,293.44   iFT  1.00012965   +2 21 02.9
 MU0414;SPC ID W     -    28,960.594   691,013.272   MT  1.00007945   -0 52 40.4
 MU0414;UTM  11      - 4,640,885.936   494,702.383   MT  0.99960035   -0 02 33.7
 MU0414
 MU0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0414!SPC NV W     -   0.99974126  x   1.00009540  =   0.99983664
 MU0414!SPC OR S     -   0.99974126  x   1.00012965  =   0.99987088
 MU0414!SPC ID W     -   0.99974126  x   1.00007945  =   0.99982069
 MU0414!UTM  11      -   0.99974126  x   0.99960035  =   0.99934171
 MU0414
 MU0414|---------------------------------------------------------------------|
 MU0414| PID    Reference Object                     Distance      Geod. Az  |
 MU0414|                                                           dddmmss.s |
 MU0414| CD6398 DILAT RM 2                            6.959 METERS 00515     |
 MU0414| CD6397 DILAT RM 1                            8.873 METERS 08410     |
 MU0414| CD6396 DILAT AZ MK                                        1163557.9 |
 MU0414|---------------------------------------------------------------------|
 MU0414
 MU0414                          SUPERSEDED SURVEY CONTROL
 MU0414
 MU0414  NAD 83(1991)-  41 55 11.67579(N)    117 03 49.99346(W) AD(       ) 3
 MU0414  NAD 83(1986)-  41 55 11.68035(N)    117 03 49.99658(W) AD(       ) 3
 MU0414  NAD 27      -  41 55 12.07500(N)    117 03 46.53800(W) AD(       ) 3
 MU0414  NGVD 29 (07/19/86) 1666.9    (m)         5469.     (f) VERT ANG       
 MU0414
 MU0414.Superseded values are not recommended for survey control.
 MU0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0414.See file dsdata.txt to determine how the superseded data were derived.
 MU0414
 MU0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG9470240886(NAD 83)
 MU0414_MARKER: DS = TRIANGULATION STATION DISK
 MU0414_SETTING: 80 = SET IN A BOULDER
 MU0414_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MU0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0414
 MU0414  HISTORY     - Date     Condition        Report By
 MU0414  HISTORY     - 1956     MONUMENTED       CGS
 MU0414  HISTORY     - 1975     GOOD             USGS
 MU0414
 MU0414                          STATION DESCRIPTION
 MU0414
 MU0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MU0414'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW SAGE BRUSH
 MU0414'COVERED HILL ABOUT 16 MILES (AIR LINE) WEST-SOUTHWEST OF STAR
 MU0414'VALLEY, 8 MILES EAST OF THE CALICO RANCH, 5.5 MILES SOUTH OF THE
 MU0414'OREGON-NEVADA STATE LINE, 0.35 MILES WEST-NORTHWEST OF A DIRT
 MU0414'ROAD, AND 8 FEET NORTHEAST OF A WHITE WITNESS POST.
 MU0414'
 MU0414'TO REACH THE STATION FROM THE GATE AT THE SOUTH EDGE OF A CORRAL
 MU0414'AT THE CALICO RANCH GO SOUTH ON THE DIRT ROAD TOWARDS PARADISE
 MU0414'VALLEY FOR 1.65 MILES TO A Y FORK.  TAKE THE LEFT FORK AND GO
 MU0414'2.95 MILES TO A DIM CROSS ROAD.  TURN LEFT, CROSSING A DRY
 MU0414'WASH, AND GO 6.85 MILES TO A SMALL CAIRN AND THE AZIMUTH MARK
 MU0414'ON THE LEFT (WEST) SIDE OF THE ROAD.  TURN LEFT
 MU0414'(WEST-NORTHWESTERLY) AND DRIVE CROSS COUNTRY FOR 0.35 MILES THE
 MU0414'HIGHEST POINT OF A LOW HILL AND THE STATION.  THIS IS A
 MU0414'DRIVE STATION.
 MU0414'
 MU0414'THE STATION MARK, A STANDARD DISK STAMPED DILAT 1956, IS SET
 MU0414'IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2 INCHES ABOVE
 MU0414'THE GROUND.
 MU0414'
 MU0414'REFERENCE MARK 1, A STANDARD DISK STAMPED DILAT NO 1 1956,
 MU0414'IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2 INCHES
 MU0414'ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 MU0414'MARK.
 MU0414'
 MU0414'REFERENCE MARK 2, A STANDARD DISK STAMPED DILAT NO 2 1956, IS
 MU0414'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 12 INCHES
 MU0414'ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 MU0414'MARK.
 MU0414'
 MU0414'THE AZIMUTH MARK, A STANDARD DISK STAMPED DILAT 1956, IS SET
 MU0414'IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 6 INCHES ABOVE
 MU0414'THE GROUND.  IT IS 26 FEET WEST OF A DIRT ROAD AND 18 INCHES
 MU0414'WEST OF A WHITE WITNESS POST.
 MU0414
 MU0414                          STATION RECOVERY (1975)
 MU0414
 MU0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MU0414'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 MU0414'
 MU0414'NEW DESCRIPTION FOLLOWS--LOCATED 25 MI ESE. OF MCDERMITT, ABOUT
 MU0414'18 MI NE. OF GREELY CROSSING, ABOUT 8 MI ENE. OF CALICO RANCH.
 MU0414'
 MU0414'TO REACH FROM GREELY CROSSING, GO 12.1 MI N. ON GRAVEL RD. TO RD.
 MU0414'TURNING E. (RIGHT).  TURN E. 3.1 MI TO JCT. WITH WATER PIPE LINE
 MU0414'UNDERGROUND.  TURN NE. ALONG PIPE LINE 3.3 MI TO STEEL WATER
 MU0414'TROUGH RIGHT AND T-RD. LEFT.  TURN LEFT 3.1 MI TO AZIMUTH MARK ON
 MU0414'LEFT SIDE OF RD. AT SUMMIT OF LOW RIDGE.  TURN LEFT (NE.) ON DIM
 MU0414'TRACKS 0.35 MI TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1009 ***********************************************************************
 GR1009  DESIGNATION -  DINGE
 GR1009  PID         -  GR1009
 GR1009  STATE/COUNTY-  NV/CLARK
 GR1009  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1009
 GR1009                         *CURRENT SURVEY CONTROL
 GR1009  ___________________________________________________________________
 GR1009* NAD 83(1994)-  36 05 49.75150(N)    115 10 56.58541(W)     ADJUSTED  
 GR1009* NAVD 88     -       662.95   (+/-2cm)    2175.0    (feet)  VERTCON   
 GR1009  ___________________________________________________________________
 GR1009  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 GR1009  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GR1009
 GR1009  HORZ ORDER  -  SECOND
 GR1009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GR1009
 GR1009.The horizontal coordinates were established by classical geodetic methods
 GR1009.and adjusted by the National Geodetic Survey in June 1998..
 GR1009
 GR1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1009.The vertical order pertains to the NGVD 29 superseded value.
 GR1009
 GR1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1009
 GR1009.The geoid height was determined by GEOID03.
 GR1009
 GR1009;                    North         East     Units Scale Factor Converg.
 GR1009;SPC NV E     - 8,149,523.927   236,103.082   MT  0.99991606   +0 14 10.4
 GR1009;SPC NV E     -26,737,229.75    774,614.86   sFT  0.99991606   +0 14 10.4
 GR1009;UTM  11      - 3,996,253.622   663,624.636   MT  0.99992989   +1 04 15.9
 GR1009
 GR1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1009!SPC NV E     -   0.99990035  x   0.99991606  =   0.99981642
 GR1009!UTM  11      -   0.99990035  x   0.99992989  =   0.99983025
 GR1009
 GR1009:                Primary Azimuth Mark                     Grid Az
 GR1009:SPC NV E     -  LAS VEGAS FLAMINGO HTL TWR BCN           022 45 23.6
 GR1009:UTM  11      -  LAS VEGAS FLAMINGO HTL TWR BCN           021 55 18.1
 GR1009
 GR1009|---------------------------------------------------------------------|
 GR1009| PID    Reference Object                     Distance      Geod. Az  |
 GR1009|                                                           dddmmss.s |
 GR1009| GR1935 LAS VEGAS FLAMINGO HTL TWR BCN      APPROX. 2.3 KM 0225934.0 |
 GR1009| GR1880 AIRWAY BEACON USA 3                 APPROX.19.4 KM 0583903.8 |
 GR1009| GR1879 AIRWAY BEACON USA 4                 APPROX.18.8 KM 0614941.0 |
 GR1009| GR1008 DINGE RM 1                            9.405 METERS 06221     |
 GR1009| GR1945 DINGE 2 RM 5 AZIMUTH                409.958 METERS 1674809.6 |
 GR1009| GR1010 DINGE RM 2                            9.375 METERS 21511     |
 GR1009| GR1944 DINGE 2                             141.542 METERS 28812     |
 GR1009|---------------------------------------------------------------------|
 GR1009
 GR1009                          SUPERSEDED SURVEY CONTROL
 GR1009
 GR1009  NAD 83(1994)-  36 05 49.75116(N)    115 10 56.59021(W) AD(       ) 2
 GR1009  NAD 83(1992)-  36 05 49.75117(N)    115 10 56.59068(W) AD(       ) 2
 GR1009  NAD 83(1992)-  36 05 49.74983(N)    115 10 56.59036(W) AD(       ) 2
 GR1009  NAD 83(1986)-  36 05 49.74546(N)    115 10 56.57473(W) AD(       ) 2
 GR1009  NAD 27      -  36 05 49.85070(N)    115 10 53.57820(W) AD(       ) 2
 GR1009  NGVD 29 (??/??/92)  662.300  (m)         2172.90   (f) ADJ UNCH    2 0
 GR1009
 GR1009.Superseded values are not recommended for survey control.
 GR1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1009.See file dsdata.txt to determine how the superseded data were derived.
 GR1009
 GR1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6362596254(NAD 83)
 GR1009_MARKER: DS = TRIANGULATION STATION DISK
 GR1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1009_STAMPING: DINGE 1957
 GR1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1009+STABILITY: SURFACE MOTION
 GR1009
 GR1009  HISTORY     - Date     Condition        Report By
 GR1009  HISTORY     - 1957     MONUMENTED       CGS
 GR1009  HISTORY     - 1957     GOOD             CGS
 GR1009  HISTORY     - 1959     SEE DESCRIPTION  CGS
 GR1009  HISTORY     - 1967     GOOD             NGS
 GR1009  HISTORY     - 1972     SEE DESCRIPTION  NGS
 GR1009  HISTORY     - 1973     SEE DESCRIPTION  NGS
 GR1009
 GR1009                          STATION DESCRIPTION
 GR1009
 GR1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR1009'THE STATION IS LOCATED ON A LIGHT COLORED BENCH 0.1 MILE
 GR1009'WEST OF A POWER LINE, AND ON THE SOUTH SIDE OF A DEEP WASH,
 GR1009'ABOUT 0.7 MILE WEST OF THE TROPICANA HOTEL AND 0.3 MILE SOUTH
 GR1009'SOUTHWEST OF A 1/4 CORNER FOR SECTIONS 20 AND 29.  THE STATION
 GR1009'IS A STANDARD DISK SET IN ROUND CONCRETE BLOCK 0.1 MILE WEST
 GR1009'SOUTHWEST OF POWER LINE POLE NO. 04219 NP AND IT IS STAMPED
 GR1009'DINGE 1957 AND PROJECTS 0.3 INCHES.
 GR1009'
 GR1009'REFERENCE MARK NO. 1 IS LOCATED ON THE EDGE OF THE HILL.
 GR1009'IT IS A STANDARD DISK SET IN A ROUND CONCRETE BLOCK PROJECTING
 GR1009'ABOUT 3 INCHES.  IT IS STAMPED DINGE NO 1 1957.
 GR1009'
 GR1009'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A ROUND CONCRETE
 GR1009'BLOCK PROJECTING ABOUT 2 INCHES AND IT IS STAMPED DINGE NO 2
 GR1009'1957.
 GR1009'
 GR1009'TO REACH THE STATION FROM THE INTERSECTION OF BOND ROAD AND
 GR1009'U.S. HIGHWAY 91 AND 466 AT THE TROPICANA HOTEL, GO NORTH
 GR1009'ON THE HIGHWAY FOR 0.25 MILE TO THE ENTRANCE TO THE LONE PALM
 GR1009'MOTEL AND TRAILER COURT ON THE WEST SIDE OF THE HIGHWAY, TURN
 GR1009'LEFT (WEST) PAST THE SOUTH SIDE OF MOTEL AND TRAILER COURT
 GR1009'ON PAVED ROAD AND GO WEST FOR 0.5 MILE FOLLOWING TRACK ROAD
 GR1009'TO THE SECTION CORNER AND NORTH-SOUTH POWER LINE, TURN LEFT
 GR1009'ALONG EAST SIDE OF POWER LINE ON TRACK ROAD CROSSING PROPOSED
 GR1009'EXTENSION OF BOND ROAD CONTINUE SOUTH FOR 0.2 MILE TO POWER
 GR1009'LINE POLE NO. 04219NP (THIS IS 7 POLES SOUTH OF BOUND ROAD)
 GR1009'TURN RIGHT FOR 0.1 MILE TO TOP OF SMALL KNOLL AND STATION
 GR1009'AS DESCRIBED.
 GR1009
 GR1009                          STATION RECOVERY (1957)
 GR1009
 GR1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GR1009'5.6 MI S FROM LAS VEGAS.
 GR1009'5.6 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE CITY HALL IN LAS VEGAS,
 GR1009'THENCE 0.5 MILE WEST ACROSS COUNTRY, 0.1 MILE WEST OF POWER LINE POLE
 GR1009'NO. 04219NP WHICH IS THE 7TH POLE SOUTH OF PROPOSED EXTENSION OF BOND
 GR1009'ROAD, 31 FEET NORTHEAST OF R.M. 2, 31 FEET SOUTHWEST OF R.M. 1, 6 FEET
 GR1009'NORTHEAST OF WITNESS POST, SET IN A SQUARE CONCRETE POST PROJECTING 4
 GR1009'INCHES ABOVE GROUND.
 GR1009
 GR1009                          STATION RECOVERY (1959)
 GR1009
 GR1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GR1009'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GR1009'DESCRIPTION IS ADEQUATE AND CORRECT.  DISTANCES TO REFERENCE
 GR1009'MARKS CHECKED AND FOUND CORRECT.
 GR1009
 GR1009                          STATION RECOVERY (1967)
 GR1009
 GR1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GR1009'RECOVERED IN GOOD CONDITION.
 GR1009
 GR1009                          STATION RECOVERY (1972)
 GR1009
 GR1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GR1009'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 GR1009'IN GOOD CONDITION.  THE DISTANCE AND ANGELS CHECK THE 1957
 GR1009'OBSERVATIONS.  OWING TO PLANED CONSTRUCTION IN THE AREA THE STATION
 GR1009'WAS MOVED AT THIS TIME.  (ALL DISKS WERE REMOVED AFTER SURVEY
 GR1009'COMPLETED).
 GR1009
 GR1009                          STATION RECOVERY (1973)
 GR1009
 GR1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 GR1009'THE STATION AND ALL REFERENCE MARKS HAVE BEEN DESTROYED BY BUILDING
 GR1009'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1944 ***********************************************************************
 GR1944  DESIGNATION -  DINGE 2
 GR1944  PID         -  GR1944
 GR1944  STATE/COUNTY-  NV/CLARK
 GR1944  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1944
 GR1944                         *CURRENT SURVEY CONTROL
 GR1944  ___________________________________________________________________
 GR1944* NAD 83(1994)-  36 05 51.18621(N)    115 11 01.96052(W)     ADJUSTED  
 GR1944* NAVD 88     -       666.0    (meters)    2185.     (feet)  VERTCON   
 GR1944  ___________________________________________________________________
 GR1944  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 GR1944  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GR1944
 GR1944  HORZ ORDER  -  SECOND
 GR1944
 GR1944.The horizontal coordinates were established by classical geodetic methods
 GR1944.and adjusted by the National Geodetic Survey in June 1998..
 GR1944
 GR1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1944
 GR1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1944
 GR1944.The geoid height was determined by GEOID03.
 GR1944
 GR1944;                    North         East     Units Scale Factor Converg.
 GR1944;SPC NV E     - 8,149,567.591   235,968.456   MT  0.99991594   +0 14 07.2
 GR1944;SPC NV E     -26,737,373.00    774,173.18   sFT  0.99991594   +0 14 07.2
 GR1944;UTM  11      - 3,996,295.321   663,489.386   MT  0.99992935   +1 04 12.8
 GR1944
 GR1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1944!SPC NV E     -   0.99989986  x   0.99991594  =   0.99981581
 GR1944!UTM  11      -   0.99989986  x   0.99992935  =   0.99982922
 GR1944
 GR1944:                Primary Azimuth Mark                     Grid Az
 GR1944:SPC NV E     -  AIRWAY BEACON USA 4                      061 54 10.7
 GR1944:UTM  11      -  AIRWAY BEACON USA 4                      061 04 05.1
 GR1944
 GR1944|---------------------------------------------------------------------|
 GR1944| PID    Reference Object                     Distance      Geod. Az  |
 GR1944|                                                           dddmmss.s |
 GR1944| GR1879 AIRWAY BEACON USA 4                 APPROX.18.9 KM 0620817.9 |
 GR1944| GR1009 DINGE                               141.542 METERS 10812     |
 GR1944| GR1945 DINGE 2 RM 5 AZIMUTH                496.822 METERS 1533439.3 |
 GR1944| CC4648 DINGE 2 RM 3                          8.167 METERS 27005     |
 GR1944| CC4649 DINGE 2 RM 4                          8.000 METERS 35626     |
 GR1944|---------------------------------------------------------------------|
 GR1944
 GR1944                          SUPERSEDED SURVEY CONTROL
 GR1944
 GR1944  NAD 83(1994)-  36 05 51.18587(N)    115 11 01.96532(W) AD(       ) 2
 GR1944  NAD 83(1992)-  36 05 51.18588(N)    115 11 01.96579(W) AD(       ) 2
 GR1944  NAD 83(1992)-  36 05 51.18453(N)    115 11 01.96547(W) AD(       ) 2
 GR1944  NAD 83(1986)-  36 05 51.18019(N)    115 11 01.94984(W) AD(       ) 2
 GR1944  NAD 27      -  36 05 51.28561(N)    115 10 58.95312(W) AD(       ) 2
 GR1944  NGVD 29 (07/19/86)  665.4    (m)         2183.     (f) VERT ANG       
 GR1944
 GR1944.Superseded values are not recommended for survey control.
 GR1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1944.See file dsdata.txt to determine how the superseded data were derived.
 GR1944
 GR1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6348996295(NAD 83)
 GR1944_MARKER: DS = TRIANGULATION STATION DISK
 GR1944_SETTING: 0 = UNSPECIFIED SETTING
 GR1944
 GR1944  HISTORY     - Date     Condition        Report By
 GR1944  HISTORY     - 1972     MONUMENTED       NGS
 GR1944  HISTORY     - 1990     GOOD             USPSQD
 GR1944
 GR1944                          STATION DESCRIPTION
 GR1944
 GR1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GR1944'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF LAS VEGAS.  IT IS
 GR1944'ON PROPERTY WHICH BELONGS TO THE CITY.  IT IS 0.6 MILE WEST OF THE
 GR1944'TROPICANA HOTEL, 0.1 MILE SOUTH OF TROPICANA AVENUE AND 0.1 MILE
 GR1944'WEST OF I-15.
 GR1944'
 GR1944'THE STATION MARK IS A STANDARD DISK STAMPED, DINGE 2 1972.  IT IS SET
 GR1944'IN A DRILL HOLE IN THE SOUTH CURBING AT THE SOUTHEAST CORNER OF A
 GR1944'LARGE CONCRETE RESERVOIR.
 GR1944'
 GR1944'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, DINGE 2 NO 3 1972.  IT
 GR1944'IS SET IN A DRILL HOLE IN NORTH CURB IN CENTER OF ISLAND FORMED BY
 GR1944'ACCESS ROADS WHICH LEAD AROUND THE RESERVOIR.
 GR1944'
 GR1944'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, DINGE 2 NO 4 1972.  IT
 GR1944'IS SET IN A DRILL HOLE IN TOP OF THE SOUTH CURB AT TOP OF THE
 GR1944'ENBANKMENT AT SOUTHEAST CORNER OF RESERVOIR.
 GR1944'
 GR1944'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, DINGE 2 NO 5 1972.  IT
 GR1944'IS SET IN A DRIL HOLE IN A 3X3 FOOT CONCRETE BASE OF A FIRE HYDRANT.
 GR1944'IT IS 0.35 MILE SOUTH ALONG THE FRONTAGE ROAD FROM THE ENTRANCE TO
 GR1944'THE STATION.  AT THE SOUTHWEST CORNER OF AN INTERSECTION WITH A
 GR1944'GRADED ROAD OR STREET WHICH LEADS WEST.  34 FEET SOUTH OF THE
 GR1944'CENTER OF THE SIDE STREET, 39 FEET WEST OF THE CENTER OF THE
 GR1944'FRONTAGE ROAD AND 9 FEET SOUTH OF A POWER POLE.
 GR1944'
 GR1944'AIRWAY BEACON NO 4 USA 1947 SERVES FOR AN AZIMUTH MARK ALSO.  THE
 GR1944'BEACON IS CLEARLY VISIBLE ON TOP OF SUNRISE BUTTE.
 GR1944'
 GR1944'TO REACH THE STATION FROM THE TROPICANA HOTEL, GO WEST ALONG
 GR1944'TROPICANA AVENUE FOR 0.6 MILE PASSING OVER I-15 TO THE WEST FRONTAGE
 GR1944'ROAD.  TURN LEFT AND GO SOUTH ALONG THE FRONTAGE ROAD FOR 0.1 MILE
 GR1944'TO A PAVED ROAD RIGHT LEADING TO A LARGE RESERVOIR.  TURN RIGHT FOR
 GR1944'0.1 MILE TO TOP OF THE ENBANKMENT AND STATION ON THE LEFT.
 GR1944'
 GR1944'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GR1944
 GR1944                          STATION RECOVERY (1990)
 GR1944
 GR1944'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1945 ***********************************************************************
 GR1945  DESIGNATION -  DINGE 2 RM 5 AZIMUTH
 GR1945  PID         -  GR1945
 GR1945  STATE/COUNTY-  NV/CLARK
 GR1945  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1945
 GR1945                         *CURRENT SURVEY CONTROL
 GR1945  ___________________________________________________________________
 GR1945* NAD 83(1994)-  36 05 36.75109(N)    115 10 53.12298(W)     ADJUSTED  
 GR1945* NAVD 88     -       661.5    (meters)    2170.     (feet)  VERTCON   
 GR1945  ___________________________________________________________________
 GR1945  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 GR1945  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GR1945
 GR1945  HORZ ORDER  -  THIRD
 GR1945
 GR1945.The horizontal coordinates were established by classical geodetic methods
 GR1945.and adjusted by the National Geodetic Survey in June 1998..
 GR1945
 GR1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1945
 GR1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1945
 GR1945.The geoid height was determined by GEOID03.
 GR1945
 GR1945;                    North         East     Units Scale Factor Converg.
 GR1945;SPC NV E     - 8,149,123.618   236,191.342   MT  0.99991613   +0 14 12.4
 GR1945;SPC NV E     -26,735,916.40    774,904.43   sFT  0.99991613   +0 14 12.4
 GR1945;UTM  11      - 3,995,854.635   663,718.720   MT  0.99993027   +1 04 17.7
 GR1945
 GR1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1945!SPC NV E     -   0.99990057  x   0.99991613  =   0.99981671
 GR1945!UTM  11      -   0.99990057  x   0.99993027  =   0.99983085
 GR1945
 GR1945:                Primary Azimuth Mark                     Grid Az
 GR1945:SPC NV E     -  AIRWAY BEACON USA 4                      060 23 46.3
 GR1945:UTM  11      -  AIRWAY BEACON USA 4                      059 33 41.0
 GR1945
 GR1945|---------------------------------------------------------------------|
 GR1945| PID    Reference Object                     Distance      Geod. Az  |
 GR1945|                                                           dddmmss.s |
 GR1945| GR1879 AIRWAY BEACON USA 4                 APPROX.18.9 KM 0603758.7 |
 GR1945| GR1944 DINGE 2                             496.822 METERS 3333444.5 |
 GR1945| GR1009 DINGE                               409.958 METERS 3474811.7 |
 GR1945|---------------------------------------------------------------------|
 GR1945
 GR1945                          SUPERSEDED SURVEY CONTROL
 GR1945
 GR1945  NAD 83(1994)-  36 05 36.75076(N)    115 10 53.12778(W) AD(       ) 3
 GR1945  NAD 83(1992)-  36 05 36.75077(N)    115 10 53.12824(W) AD(       ) 3
 GR1945  NAD 83(1992)-  36 05 36.74943(N)    115 10 53.12790(W) AD(       ) 3
 GR1945  NAD 83(1986)-  36 05 36.74505(N)    115 10 53.11238(W) AD(       ) 3
 GR1945  NAD 27      -  36 05 36.84988(N)    115 10 50.11648(W) AD(       ) 3
 GR1945  NGVD 29 (07/19/86)  660.9    (m)         2168.     (f) VERT ANG       
 GR1945
 GR1945.Superseded values are not recommended for survey control.
 GR1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1945.See file dsdata.txt to determine how the superseded data were derived.
 GR1945
 GR1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6371995855(NAD 83)
 GR1945_MARKER: DS = TRIANGULATION STATION DISK
 GR1945_SETTING: 0 = UNSPECIFIED SETTING
 GR1945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1945
 GR1945  HISTORY     - Date     Condition        Report By
 GR1945  HISTORY     - 1972     MONUMENTED       NGS
 GR1945
 GR1945                          STATION DESCRIPTION
 GR1945
 GR1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GR1945'THE STATION DINGE 2 IS LOCATED IN THE SOUTHWESTERN PART OF LAS VEGAS.
 GR1945'IT IS ON PROPERTY WHICH BELONGS TO THE CITY.  IT IS 0.6 MILE WEST OF
 GR1945'THE TROPICANA HOTEL, 0.1 MILE SOUTH OF TROPICANA AVENUE AND 0.1
 GR1945'MILE WEST OF I-15.
 GR1945'
 GR1945'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, DINGE 2 NO 5 1972.
 GR1945'IT IS SET IN A DRILL HOLE IN A 3X3 FOOT CONCRETE BASE OF A FIRE
 GR1945'HYDRANT.  IT IS 0.35 MILE SOUTH ALONG THE FRONTAGE ROAD FROM THE
 GR1945'ENTRANCE TO THE STATION.  AT THE SOUTHWEST CORNER OF AN
 GR1945'INTERSECTION WITH A GRADED ROAD OR STREET WHICH LEADS WEST.  34
 GR1945'FEET SOUTH OF THE CENTER OF THE SIDE STREET, 39 FEET WEST OF THE
 GR1945'CENTER OF THE FRONTAGE ROAD AND 9 FEET SOUTH OF A POWER
 GR1945'POLE.
 GR1945'
 GR1945'TO REACH STATION DINGE 2 FROM THE TROPICANA HOTEL, GO WEST ALONG
 GR1945'TROPICANA AVENUE FOR 0.6 MILE PASSING OVER I-15 TO THE WEST FRONTAGE
 GR1945'ROAD.  TURN LEFT AND GO SOUTH ALONG THE FRONTAGE ROAD FOR 0.1
 GR1945'MILE TO A PAVED ROAD RIGHT LEADING TO A LARGE RESERVOIR.  TURN
 GR1945'RIGHT FOR 0.1 MILE TO TOP OF THE ENBANKMENT AND STATION ON THE
 GR1945'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1008 ***********************************************************************
 GR1008  DESIGNATION -  DINGE RM 1
 GR1008  PID         -  GR1008
 GR1008  STATE/COUNTY-  NV/CLARK
 GR1008  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1008
 GR1008                         *CURRENT SURVEY CONTROL
 GR1008  ___________________________________________________________________
 GR1008* NAD 83(1986)-  36 05 49.     (N)    115 10 56.     (W)     SCALED    
 GR1008* NAVD 88     -       662.44   (+/-2cm)    2173.4    (feet)  VERTCON   
 GR1008  ___________________________________________________________________
 GR1008  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GR1008
 GR1008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GR1008
 GR1008.The horizontal coordinates were scaled from a topographic map and have
 GR1008.an estimated accuracy of +/- 6 seconds.
 GR1008
 GR1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1008.The vertical order pertains to the NGVD 29 superseded value.
 GR1008
 GR1008.The geoid height was determined by GEOID03.
 GR1008
 GR1008;                    North         East    Units  Estimated Accuracy
 GR1008;SPC NV E     - 8,149,500.      236,120.      MT  (+/- 180 meters Scaled)
 GR1008
 GR1008                          SUPERSEDED SURVEY CONTROL
 GR1008
 GR1008  NGVD 29 (??/??/92)  661.794  (m)         2171.24   (f) ADJ UNCH    2 0
 GR1008
 GR1008.Superseded values are not recommended for survey control.
 GR1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1008.See file dsdata.txt to determine how the superseded data were derived.
 GR1008
 GR1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV636962(NAD 83)
 GR1008_MARKER: DR = REFERENCE MARK DISK
 GR1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1008_STAMPING: DINGE NO 1 1957
 GR1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1008+STABILITY: SURFACE MOTION
 GR1008
 GR1008  HISTORY     - Date     Condition        Report By
 GR1008  HISTORY     - 1957     MONUMENTED       CGS
 GR1008
 GR1008                          STATION DESCRIPTION
 GR1008
 GR1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR1008'5.6 MI S FROM LAS VEGAS.
 GR1008'5.6 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE CITY HALL IN LAS VAGAS,
 GR1008'THENCE 0.5 MILE WEST ACROSS COUNTRY, 0.1 MILE WEST OF POWER LINE POLE
 GR1008'NO. 04219NP WHICH IS THE 7TH POLE SOUTH OF PROPOSED EXTENSION OF BOND
 GR1008'ROAD, 31 FEET NORTHEAST OF STATION, SET IN A SQUARE CONCRETE POST
 GR1008'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1010 ***********************************************************************
 GR1010  DESIGNATION -  DINGE RM 2
 GR1010  PID         -  GR1010
 GR1010  STATE/COUNTY-  NV/CLARK
 GR1010  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1010
 GR1010                         *CURRENT SURVEY CONTROL
 GR1010  ___________________________________________________________________
 GR1010* NAD 83(1986)-  36 05 49.     (N)    115 10 56.     (W)     SCALED    
 GR1010* NAVD 88     -       662.82   (+/-2cm)    2174.6    (feet)  VERTCON   
 GR1010  ___________________________________________________________________
 GR1010  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GR1010
 GR1010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GR1010
 GR1010.The horizontal coordinates were scaled from a topographic map and have
 GR1010.an estimated accuracy of +/- 6 seconds.
 GR1010
 GR1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1010.The vertical order pertains to the NGVD 29 superseded value.
 GR1010
 GR1010.The geoid height was determined by GEOID03.
 GR1010
 GR1010;                    North         East    Units  Estimated Accuracy
 GR1010;SPC NV E     - 8,149,500.      236,120.      MT  (+/- 180 meters Scaled)
 GR1010
 GR1010                          SUPERSEDED SURVEY CONTROL
 GR1010
 GR1010  NGVD 29 (??/??/92)  662.172  (m)         2172.48   (f) ADJ UNCH    2 0
 GR1010
 GR1010.Superseded values are not recommended for survey control.
 GR1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1010.See file dsdata.txt to determine how the superseded data were derived.
 GR1010
 GR1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV636962(NAD 83)
 GR1010_MARKER: DR = REFERENCE MARK DISK
 GR1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1010_STAMPING: DINGE NO 2 1957
 GR1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1010+STABILITY: SURFACE MOTION
 GR1010
 GR1010  HISTORY     - Date     Condition        Report By
 GR1010  HISTORY     - 1957     MONUMENTED       CGS
 GR1010
 GR1010                          STATION DESCRIPTION
 GR1010
 GR1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR1010'5.6 MI S FROM LAS VEGAS.
 GR1010'5.6 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE CITY HALL IN LAS VEGAS,
 GR1010'THENCE 0.5 MILE WEST ACROSS COUNTRY, 0.1 MILE WEST OF POWER LINE POLE
 GR1010'NO. 04219NP WHICH IS THE 7TH POLE SOUTH OF PROPOSED EXTENSION OF BOND
 GR1010'ROAD, 31 FEET SOUTHWEST OF STATION, SET IN A SQUARE CONCRETE POST
 GR1010'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0422 ***********************************************************************
 HQ0422  DESIGNATION -  DIRT
 HQ0422  PID         -  HQ0422
 HQ0422  STATE/COUNTY-  NV/NYE
 HQ0422  USGS QUAD   -  OAK SPRING (1986)
 HQ0422
 HQ0422                         *CURRENT SURVEY CONTROL
 HQ0422  ___________________________________________________________________
 HQ0422* NAD 83(1986)-  37 07 48.     (N)    116 02 17.     (W)     SCALED    
 HQ0422* NAVD 88     -      1286.609  (meters)    4221.15   (feet)  ADJUSTED  
 HQ0422  ___________________________________________________________________
 HQ0422  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 HQ0422  DYNAMIC HT  -        1285.190 (meters)    4216.49  (feet)  COMP
 HQ0422  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 HQ0422
 HQ0422  VERT ORDER  -  SECOND    CLASS 0
 HQ0422
 HQ0422.The horizontal coordinates were scaled from a topographic map and have
 HQ0422.an estimated accuracy of +/- 6 seconds.
 HQ0422
 HQ0422.The orthometric height was determined by differential leveling
 HQ0422.and adjusted by the National Geodetic Survey in June 1991..
 HQ0422
 HQ0422.The geoid height was determined by GEOID03.
 HQ0422
 HQ0422.The dynamic height is computed by dividing the NAVD 88
 HQ0422.geopotential number by the normal gravity value computed on the
 HQ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0422.degrees latitude (g = 980.6199 gals.).
 HQ0422
 HQ0422.The modeled gravity was interpolated from observed gravity values.
 HQ0422
 HQ0422;                    North         East    Units  Estimated Accuracy
 HQ0422;SPC NV C     - 6,264,240.      555,850.      MT  (+/- 180 meters Scaled)
 HQ0422
 HQ0422                          SUPERSEDED SURVEY CONTROL
 HQ0422
 HQ0422  NGVD 29 (??/??/92) 1285.657  (m)         4218.03   (f) ADJ UNCH    2 0
 HQ0422
 HQ0422.Superseded values are not recommended for survey control.
 HQ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0422.See file dsdata.txt to determine how the superseded data were derived.
 HQ0422
 HQ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB854097(NAD 83)
 HQ0422_MARKER: DS = TRIANGULATION STATION DISK
 HQ0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0422_STAMPING: DIRT
 HQ0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0422+STABILITY: SURFACE MOTION
 HQ0422
 HQ0422  HISTORY     - Date     Condition        Report By
 HQ0422  HISTORY     - UNK      MONUMENTED       CGS
 HQ0422  HISTORY     - 1952     GOOD             NGS
 HQ0422
 HQ0422                          STATION DESCRIPTION
 HQ0422
 HQ0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0422'13.6 MI N FROM YUCCA PASS.
 HQ0422'13.15 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT
 HQ0422'OF YUCCA PASS, THENCE 0.45 MILE NORTH ALONG THE MERCURY HIGHWAY
 HQ0422'FROM THE SUMMIT OF YUCCA PASS, THENCE 0.45 MILE NORTH ALONG
 HQ0422'A GRAVELED ROAD, 141 YARDS NORTH OF BENCH MARK M 329, AT A
 HQ0422'JUNCTION WITH A ROCKY TRACK ROAD LEADING NORTH TO GROOM LAKE,
 HQ0422'45 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH, SET
 HQ0422'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 HQ0422'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0288 ***********************************************************************
 MV0288  DESIGNATION -  DISASTER PEAK
 MV0288  PID         -  MV0288
 MV0288  STATE/COUNTY-  NV/HUMBOLDT
 MV0288  USGS QUAD   -  DISASTER PEAK (1991)
 MV0288
 MV0288                         *CURRENT SURVEY CONTROL
 MV0288  ___________________________________________________________________
 MV0288* NAD 83(1994)-  41 57 31.40226(N)    118 11 42.12664(W)     ADJUSTED  
 MV0288* NAVD 88     -      2373.     (meters)    7785.     (feet)  SCALED    
 MV0288  ___________________________________________________________________
 MV0288  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 MV0288  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 MV0288
 MV0288  HORZ ORDER  -  THIRD
 MV0288
 MV0288.The horizontal coordinates were established by classical geodetic methods
 MV0288.and adjusted by the National Geodetic Survey in June 1998..
 MV0288
 MV0288.The orthometric height was scaled from a topographic map.
 MV0288
 MV0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0288
 MV0288.The geoid height was determined by GEOID03.
 MV0288
 MV0288;                    North         East     Units Scale Factor Converg.
 MV0288;SPC NV W     - 4,800,186.684   832,188.388   MT  0.99991274   +0 15 34.6
 MV0288;SPC NV W     -15,748,612.48  2,730,271.40   sFT  0.99991274   +0 15 34.6
 MV0288;SPC OR S     -    35,073.993 1,691,089.364   MT  1.00011531   +1 34 37.0
 MV0288;SPC OR S     -   115,072.16  5,548,193.45   iFT  1.00011531   +1 34 37.0
 MV0288;UTM  11      - 4,645,883.863   400,965.319   MT  0.99972068   -0 47 56.6
 MV0288
 MV0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0288!SPC NV W     -   0.99963090  x   0.99991274  =   0.99954367
 MV0288!SPC OR S     -   0.99963090  x   1.00011531  =   0.99974616
 MV0288!UTM  11      -   0.99963090  x   0.99972068  =   0.99935168
 MV0288
 MV0288                          SUPERSEDED SURVEY CONTROL
 MV0288
 MV0288  NAD 83(1991)-  41 57 31.40254(N)    118 11 42.12670(W) AD(       ) 3
 MV0288  NAD 83(1986)-  41 57 31.40927(N)    118 11 42.12547(W) AD(       ) 3
 MV0288  NAD 27      -  41 57 31.78400(N)    118 11 38.56000(W) AD(       ) 3
 MV0288
 MV0288.Superseded values are not recommended for survey control.
 MV0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0288.See file dsdata.txt to determine how the superseded data were derived.
 MV0288
 MV0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG0096545884(NAD 83)
 MV0288_MARKER: H = DRILL HOLE
 MV0288_SETTING: 66 = SET IN ROCK OUTCROP
 MV0288_SP_SET: SET IN BEDROCK
 MV0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0288+STABILITY: POSITION/ELEVATION WELL
 MV0288
 MV0288  HISTORY     - Date     Condition        Report By
 MV0288  HISTORY     - 1956     MONUMENTED       NVDH
 MV0288
 MV0288                          STATION DESCRIPTION
 MV0288
 MV0288'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1956 (LSB)
 MV0288'THE STATION MARK IS A 1/2 IN DRILL HOLE IN BED ROCK, UNDER
 MV0288'A 7-1/2 FT CAIRN, ON THE HIGHEST POINT OF WHAT IS LOCALLY
 MV0288'KNOWN AS DISASTER PEAK.  IT IS 25 MILES WEST OF MC DERMITT,
 MV0288'NEVADA AND ABOUT 25 MILES SOUTH OF THE NEVADA-OREGON STATE
 MV0288'LINE.
 MV0288'
 MV0288'TO REACH THE STATION FROM THE POST OFFICE IN MC DERMITT,
 MV0288'NEVADA, DRIVE WEST ON GRAVELED ROAD FOR 4.8 MILES TO A FORK
 MV0288'AND SIGN CORDERO MINE, CONTINUE STRAIGHT AHEAD, WESTERLY,
 MV0288'FOR 12 MILES TO THE TOP OF A SUMMIT, CONTINUE AHEAD FOR
 MV0288'7.4 MILES TO A FORK, TAKE THE RIGHT FORK FOR 1.8 MILES
 MV0288'TO THE TURNER RANCH.  GO THROUGH THE RANCH YARD (TWO GATES)
 MV0288'THEN TURN SHARP RIGHT AND GO 2.4 MILES TO AN ABANDON RANCH
 MV0288'HOUSE.  CONTINUE ACROSS A CREEK AND THROUGH TWO GATES, KEEPING
 MV0288'TO THE SOUTH SIDE OF AN OLD HOUSE, AND GO FOR 0.8 MILE TO
 MV0288'A CROSS FENCE AND ROAD FORK.  TAKE THE LEFT FORK FOR 1.5
 MV0288'MILES TO A CROSS FENCE.  CONTINUE AHEAD FOR 2.0 MILES TO
 MV0288'A FORK, TAKE THE RIGHT FORK ON A DIM TRACK ROAD FOR 0.5
 MV0288'MILE TO THE END OF TRUCK TRAVEL.  PACK 0.7 MILE WEST TO A
 MV0288'SADDLE, THEN PACK SOUTHERLY UP A STEEP SLOPE TO THE TOP
 MV0288'OF THE PEAK AND THE STATION SITE.  (1 HOUR PACK)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0482 ***********************************************************************
 MT0482  DESIGNATION -  DISH
 MT0482  PID         -  MT0482
 MT0482  STATE/COUNTY-  NV/ELKO
 MT0482  USGS QUAD   -  DEETH (1967)
 MT0482
 MT0482                         *CURRENT SURVEY CONTROL
 MT0482  ___________________________________________________________________
 MT0482* NAD 83(1994)-  41 03 13.13779(N)    115 19 38.19241(W)     ADJUSTED  
 MT0482* NAVD 88     -      1620.982  (meters)    5318.17   (feet)  ADJUSTED  
 MT0482  ___________________________________________________________________
 MT0482  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 MT0482  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 MT0482  DYNAMIC HT  -        1619.641 (meters)    5313.77  (feet)  COMP
 MT0482  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 MT0482
 MT0482  HORZ ORDER  -  SECOND
 MT0482  VERT ORDER  -  FIRST     CLASS II
 MT0482
 MT0482.The horizontal coordinates were established by classical geodetic methods
 MT0482.and adjusted by the National Geodetic Survey in June 1998..
 MT0482
 MT0482.The orthometric height was determined by differential leveling
 MT0482.and adjusted by the National Geodetic Survey in June 1991..
 MT0482
 MT0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0482
 MT0482.The geoid height was determined by GEOID03.
 MT0482
 MT0482.The dynamic height is computed by dividing the NAVD 88
 MT0482.geopotential number by the normal gravity value computed on the
 MT0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0482.degrees latitude (g = 980.6199 gals.).
 MT0482
 MT0482.The modeled gravity was interpolated from observed gravity values.
 MT0482
 MT0482;                    North         East     Units Scale Factor Converg.
 MT0482;SPC NV E     - 8,699,634.584   221,523.838   MT  0.99990570   +0 10 05.4
 MT0482;SPC NV E     -28,542,051.13    726,782.79   sFT  0.99990570   +0 10 05.4
 MT0482;UTM  11      - 4,546,060.503   640,567.329   MT  0.99984319   +1 05 55.6
 MT0482
 MT0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0482!SPC NV E     -   0.99974860  x   0.99990570  =   0.99965433
 MT0482!UTM  11      -   0.99974860  x   0.99984319  =   0.99959183
 MT0482
 MT0482|---------------------------------------------------------------------|
 MT0482| PID    Reference Object                     Distance      Geod. Az  |
 MT0482|                                                           dddmmss.s |
 MT0482| MT0483 DISH RM 1                             7.489 METERS 13551     |
 MT0482| MT0471 NORM                                APPROX. 4.6 KM 2405534.3 |
 MT0482| MT0481 DISH RM 2                             8.180 METERS 25123     |
 MT0482|---------------------------------------------------------------------|
 MT0482
 MT0482                          SUPERSEDED SURVEY CONTROL
 MT0482
 MT0482  NAD 83(1994)-  41 03 13.13607(N)    115 19 38.18726(W) AD(       ) 2
 MT0482  NAD 83(1986)-  41 03 13.13578(N)    115 19 38.18689(W) AD(       ) 2
 MT0482  NAD 27      -  41 03 13.42202(N)    115 19 34.97746(W) AD(       ) 2
 MT0482  NGVD 29 (??/??/92) 1619.811  (m)         5314.33   (f) ADJ UNCH    1 2
 MT0482
 MT0482.Superseded values are not recommended for survey control.
 MT0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0482.See file dsdata.txt to determine how the superseded data were derived.
 MT0482
 MT0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF4056746061(NAD 83)
 MT0482_MARKER: DS = TRIANGULATION STATION DISK
 MT0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0482_STAMPING: DISH 1957
 MT0482_MARK LOGO: CGS   
 MT0482_PROJECTION: PROJECTING 10 CENTIMETERS
 MT0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0482+STABILITY: SURFACE MOTION
 MT0482
 MT0482  HISTORY     - Date     Condition        Report By
 MT0482  HISTORY     - 1957     MONUMENTED       CGS
 MT0482  HISTORY     - 1957     GOOD             CGS
 MT0482  HISTORY     - 1963     GOOD             USAF
 MT0482  HISTORY     - 1984     GOOD             NGS
 MT0482
 MT0482                          STATION DESCRIPTION
 MT0482
 MT0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0482'THE STATION IS ON THE SOUTHEAST RIGHT-OF-WAY OF U.S. HIGHWAY 40,
 MT0482'29.3 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE TRAFFIC SIGNAL
 MT0482'AT FIFTH AND IDAHO STREETS IN ELKO, ABOUT 3 MILES WEST-SOUTHWEST
 MT0482'OF DEETH AND 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM
 MT0482'AIRWAY BEACON 1 A.
 MT0482'
 MT0482'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE ROUTE 11
 MT0482'(19.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM FIFTH AND
 MT0482'IDAHO STREETS IN ELKO), GO NORTHEAST ON U.S. HIGHWAY 40 FOR
 MT0482'10.1 MILES TO THE STATION ON THE RIGHT.
 MT0482'
 MT0482'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 MT0482'SET IN CONCRETE CYLINDERS.
 MT0482'
 MT0482'THE STATION MARK, STAMPED DISK 1957, PROJECTS ABOUT 4 INCHES.
 MT0482'IT IS 65 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4
 MT0482'FEET NORTH OF THE FENCE LINE AND 9 FEET SOUTHWEST OF A WITNESS
 MT0482'POST.
 MT0482'
 MT0482'REFERENCE MARK 1, STAMPED DISK NO 1 1957, PROJECTS ABOUT 6
 MT0482'INCHES.  IT IS 19 FEET SOUTH OF THE FENCE LINE AND ABOUT 2 FEET
 MT0482'LOWER THAN THE STATION.
 MT0482'
 MT0482'REFERENCE MARK 2, STAMPED DISK NO 2 1957, PROJECTS ABOUT 2 INCHES.
 MT0482'IT IS 63 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 6 FEET NORTH
 MT0482'OF THE FENCE LINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 MT0482
 MT0482                          STATION RECOVERY (1957)
 MT0482
 MT0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MT0482'2.8 MI SW FROM DEETH.
 MT0482'0.6 MILE WEST ON A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 MT0482'STATION AT DEETH, THENCE 2.3 MILES SOUTHWEST ON U.S. HIGHWAY 40, 65
 MT0482'FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 4 FEET NORTHWEST OF
 MT0482'NORTHEAST-SOUTHWEST FENCELINE, 9.3 FEET SOUTHWEST OF WITNESS POST,
 MT0482'24.8 FEET NORTHWEST OF R.M. 1, 26.6 FEET NORTHEAST OF R.M. 2, ABOUT 6
 MT0482'FEET HIGHER THAN THE HIGHWAY, SET IN A ROUND CONCRETE POST PROJECTING
 MT0482'4 INCHES ABOVE GROUND SURFACE.
 MT0482
 MT0482                          STATION RECOVERY (1963)
 MT0482
 MT0482'RECOVERY NOTE BY US AIR FORCE 1963
 MT0482'STATION RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTION ADEQUATE.
 MT0482
 MT0482                          STATION RECOVERY (1984)
 MT0482
 MT0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0482'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.15 KM
 MT0482'(0.1 MI) NORTH ALONG A DIRT ROAD FROM THE POST OFFICE IN DEETH, THENCE
 MT0482'0.8 KM (0.5 MI) SOUTHWEST ALONG A DIRT ROAD, THENCE 4.0 KM (2.55 MI)
 MT0482'WEST ALONG OLD US HIGHWAY 40, 1.25 KM (0.8 MI) NORTHEAST OF THE
 MT0482'ABANDON JUNCTION OF INTERSTATE 80, ON TOP OF THE HIGHEST POINT OF A
 MT0482'LONG LOW CUT BANK, 19.8 METERS (65 FT) SOUTHEAST OF THE HIGHWAY
 MT0482'CENTERLINE, 8.2 METERS (27 FT) NORTHEAST OF RM 2, 7.5 METERS (24.5 FT)
 MT0482'SOUTHEAST OF RM 1 AND 1.2 METERS (4 FT) NORTHWEST OF THE RIGHT OF WAY
 MT0482'FENCE.
 MT0482'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 MT0482'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0483 ***********************************************************************
 MT0483  DESIGNATION -  DISH RM 1
 MT0483  PID         -  MT0483
 MT0483  STATE/COUNTY-  NV/ELKO
 MT0483  USGS QUAD   -  DEETH (1967)
 MT0483
 MT0483                         *CURRENT SURVEY CONTROL
 MT0483  ___________________________________________________________________
 MT0483* NAD 83(1986)-  41 03 13.     (N)    115 19 38.     (W)     SCALED    
 MT0483* NAVD 88     -      1620.535  (meters)    5316.71   (feet)  ADJUSTED  
 MT0483  ___________________________________________________________________
 MT0483  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 MT0483  DYNAMIC HT  -        1619.194 (meters)    5312.31  (feet)  COMP
 MT0483  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 MT0483
 MT0483  VERT ORDER  -  SECOND    CLASS 0
 MT0483
 MT0483.The horizontal coordinates were scaled from a topographic map and have
 MT0483.an estimated accuracy of +/- 6 seconds.
 MT0483
 MT0483.The orthometric height was determined by differential leveling
 MT0483.and adjusted by the National Geodetic Survey in June 1991..
 MT0483
 MT0483.The geoid height was determined by GEOID03.
 MT0483
 MT0483.The dynamic height is computed by dividing the NAVD 88
 MT0483.geopotential number by the normal gravity value computed on the
 MT0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0483.degrees latitude (g = 980.6199 gals.).
 MT0483
 MT0483.The modeled gravity was interpolated from observed gravity values.
 MT0483
 MT0483;                    North         East    Units  Estimated Accuracy
 MT0483;SPC NV E     - 8,699,630.      221,530.      MT  (+/- 180 meters Scaled)
 MT0483
 MT0483                          SUPERSEDED SURVEY CONTROL
 MT0483
 MT0483  NGVD 29 (??/??/92) 1619.363  (m)         5312.86   (f) ADJ UNCH    2 0
 MT0483
 MT0483.Superseded values are not recommended for survey control.
 MT0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0483.See file dsdata.txt to determine how the superseded data were derived.
 MT0483
 MT0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF405460(NAD 83)
 MT0483_MARKER: DR = REFERENCE MARK DISK
 MT0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0483_STAMPING: DISH NO 1 1957
 MT0483_MARK LOGO: CGS   
 MT0483_PROJECTION: PROJECTING 8 CENTIMETERS
 MT0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0483+STABILITY: SURFACE MOTION
 MT0483
 MT0483  HISTORY     - Date     Condition        Report By
 MT0483  HISTORY     - 1957     MONUMENTED       CGS
 MT0483  HISTORY     - 1984     GOOD             NGS
 MT0483
 MT0483                          STATION DESCRIPTION
 MT0483
 MT0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0483'2.8 MI SW FROM DEETH.
 MT0483'0.6 MILE WEST ON A GRAVELED ROAD, FROM THE SOUTHERN PACIFIC RAILROAD
 MT0483'STATION AT DEETH, THENCE 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 90
 MT0483'FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 19 FEET SOUTHEAST OF
 MT0483'NORTHEAST-SOUTHWEST FENCE LINE, 24.8 FEET SOUTHEAST OF STATION MARK,
 MT0483'ABOUT 6 FEET HIGHER THAN THE HIGHWAY, SET IN A ROUND CONCRETE POST
 MT0483'PROJECTING 6 INCHES ABOVE GROUND SURFACE.
 MT0483
 MT0483                          STATION RECOVERY (1984)
 MT0483
 MT0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0483'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 MT0483'DESCRIPTION FOLLOWS.  0.15 KM (0.1 MI) NORTH ALONG A DIRT ROAD FROM
 MT0483'THE POST OFFICE IN DEETH, THENCE 0.8 KM (0.5 MI) SOUTHWEST ALONG A
 MT0483'DIRT ROAD, THENCE 4.0 KM (2.55 MI) WEST ALONG OLD US HIGHWAY 40,
 MT0483'1.25 KM (0.8 MI) NORTHEAST OF THE ABANDON JUNCTION OF INTERSTATE 80,
 MT0483'ON TOP OF THE HIGHEST POINT OF A LONG LOW CUT BANK, 25.6 METERS
 MT0483'(84 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 13.4 METERS (44 FT) EAST
 MT0483'OF RM 2, 7.5 METERS (24.5 FT) SOUTHEAST OF THE STATION AND 5.8 METERS
 MT0483'(19 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 MT0483'THE MARK IS 5.8 METERS  SE FROM A WITNESS POST.
 MT0483'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0481 ***********************************************************************
 MT0481  DESIGNATION -  DISH RM 2
 MT0481  PID         -  MT0481
 MT0481  STATE/COUNTY-  NV/ELKO
 MT0481  USGS QUAD   -  DEETH (1967)
 MT0481
 MT0481                         *CURRENT SURVEY CONTROL
 MT0481  ___________________________________________________________________
 MT0481* NAD 83(1986)-  41 03 13.     (N)    115 19 38.     (W)     SCALED    
 MT0481* NAVD 88     -      1620.864  (meters)    5317.78   (feet)  ADJUSTED  
 MT0481  ___________________________________________________________________
 MT0481  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 MT0481  DYNAMIC HT  -        1619.523 (meters)    5313.39  (feet)  COMP
 MT0481  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 MT0481
 MT0481  VERT ORDER  -  SECOND    CLASS 0
 MT0481
 MT0481.The horizontal coordinates were scaled from a topographic map and have
 MT0481.an estimated accuracy of +/- 6 seconds.
 MT0481
 MT0481.The orthometric height was determined by differential leveling
 MT0481.and adjusted by the National Geodetic Survey in June 1991..
 MT0481
 MT0481.The geoid height was determined by GEOID03.
 MT0481
 MT0481.The dynamic height is computed by dividing the NAVD 88
 MT0481.geopotential number by the normal gravity value computed on the
 MT0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0481.degrees latitude (g = 980.6199 gals.).
 MT0481
 MT0481.The modeled gravity was interpolated from observed gravity values.
 MT0481
 MT0481;                    North         East    Units  Estimated Accuracy
 MT0481;SPC NV E     - 8,699,630.      221,530.      MT  (+/- 180 meters Scaled)
 MT0481
 MT0481                          SUPERSEDED SURVEY CONTROL
 MT0481
 MT0481  NGVD 29 (??/??/92) 1619.692  (m)         5313.94   (f) ADJ UNCH    2 0
 MT0481
 MT0481.Superseded values are not recommended for survey control.
 MT0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0481.See file dsdata.txt to determine how the superseded data were derived.
 MT0481
 MT0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF405460(NAD 83)
 MT0481_MARKER: DR = REFERENCE MARK DISK
 MT0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0481_STAMPING: DISH NO 2 1957
 MT0481_MARK LOGO: CGS   
 MT0481_PROJECTION: PROJECTING 8 CENTIMETERS
 MT0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0481+STABILITY: SURFACE MOTION
 MT0481
 MT0481  HISTORY     - Date     Condition        Report By
 MT0481  HISTORY     - 1957     MONUMENTED       CGS
 MT0481  HISTORY     - 1984     GOOD             NGS
 MT0481
 MT0481                          STATION DESCRIPTION
 MT0481
 MT0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0481'2.8 MI SW FROM DEETH.
 MT0481'0.6 MILE WEST ON A GRAVELED ROAD, FROM THE SOUTHERN PACIFIC RAILROAD
 MT0481'STATION AT DEETH, THENCE 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 63
 MT0481'FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 6 FEET NORTHWEST OF
 MT0481'NORTHEAST-SOUTHWEST FENCELINE, 26.6 FEET SOUTHWEST OF STATION MARK,
 MT0481'AND ABOUT 6 FEET HIGHER THAN THE HIGHWAY, SET IN A ROUND CONCRETE POST
 MT0481'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 MT0481
 MT0481                          STATION RECOVERY (1984)
 MT0481
 MT0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0481'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 MT0481'DESCRIPTION FOLLOWS.  0.15 KM (0.1 MI) NORTH ALONG A DIRT ROAD FROM
 MT0481'THE POST OFFICE IN DEETH, THENCE 0.8 KM (0.5 MI) SOUTHWEST ALONG A
 MT0481'DIRT ROAD, THENCE 4.0 KM (2.55 MI) WEST ALONG OLD US HIGHWAY 40,
 MT0481'1.25 KM (0.8 MI) NORTHEAST OF THE ABANDON JUNCTION OF INTERSTATE 80,
 MT0481'ON TOP OF THE HIGHEST POINT OF A LONG LOW CUT BANK, 19.2 METERS
 MT0481'(63 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 13.4 METERS (44 FT) WEST
 MT0481'OF RM 1, 8.2 METERS (27 FT) SOUTHWEST OF THE STATION AND 1.8 METERS
 MT0481'(6 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 MT0481'THE MARK IS 9.1 METERS  SW FROM A WITNESS POST.
 MT0481'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0355 ***********************************************************************
 KP0355  DESIGNATION -  DIT
 KP0355  PID         -  KP0355
 KP0355  STATE/COUNTY-  NV/WHITE PINE
 KP0355  USGS QUAD   -  RUTH (1979)
 KP0355
 KP0355                         *CURRENT SURVEY CONTROL
 KP0355  ___________________________________________________________________
 KP0355* NAD 83(1999)-  39 17 22.84747(N)    114 57 12.46046(W)     ADJUSTED  
 KP0355* NAVD 88     -      2172.2    (meters)    7127.     (feet)  VERTCON   
 KP0355  ___________________________________________________________________
 KP0355  EPOCH DATE  -        1999.37
 KP0355  X           -  -2,086,075.871 (meters)                     COMP
 KP0355  Y           -  -4,483,107.630 (meters)                     COMP
 KP0355  Z           -   4,018,621.093 (meters)                     COMP
 KP0355  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 KP0355  ELLIP HEIGHT-        2151.66  (meters)          (10/30/00) GPS OBS
 KP0355  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 KP0355
 KP0355  HORZ ORDER  -  FIRST
 KP0355  ELLP ORDER  -  FOURTH    CLASS II
 KP0355
 KP0355.The horizontal coordinates were established by GPS observations
 KP0355.and adjusted by the National Geodetic Survey in October 2000..
 KP0355.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KP0355.DATUM ITEM on the data sheet items page.
 KP0355.The horizontal coordinates are valid at the epoch date displayed above.
 KP0355.The epoch date for horizontal control is a decimal equivalence
 KP0355.of Year/Month/Day.
 KP0355
 KP0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0355
 KP0355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KP0355
 KP0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0355
 KP0355.The ellipsoidal height was determined by GPS observations
 KP0355.and is referenced to NAD 83.
 KP0355
 KP0355.The geoid height was determined by GEOID03.
 KP0355
 KP0355;                    North         East     Units Scale Factor Converg.
 KP0355;SPC NV E     - 8,503,944.154   254,335.154   MT  0.99993634   +0 23 55.9
 KP0355;SPC NV E     -27,900,023.45    834,431.25   sFT  0.99993634   +0 23 55.9
 KP0355;UTM  11      - 4,350,919.990   676,496.026   MT  0.99998356   +1 17 46.6
 KP0355
 KP0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0355!SPC NV E     -   0.99966254  x   0.99993634  =   0.99959890
 KP0355!UTM  11      -   0.99966254  x   0.99998356  =   0.99964610
 KP0355
 KP0355|---------------------------------------------------------------------|
 KP0355| PID    Reference Object                     Distance      Geod. Az  |
 KP0355|                                                           dddmmss.s |
 KP0355| DD4865 DIT RM 1                              9.870 METERS 13010     |
 KP0355| DD4864 DIT AZ MK                                          2363617.8 |
 KP0355| DD4866 DIT RM 2                             12.166 METERS 23739     |
 KP0355|---------------------------------------------------------------------|
 KP0355
 KP0355                          SUPERSEDED SURVEY CONTROL
 KP0355
 KP0355  NAD 83(1994)-  39 17 22.84637(N)    114 57 12.45787(W) AD(       ) 2
 KP0355  ELLIP H (06/11/98) 2151.78   (m)                       GP(       ) 4 1
 KP0355  NAD 83(1994)-  39 17 22.84633(N)    114 57 12.45781(W) AD(       ) 2
 KP0355  NAD 83(1986)-  39 17 22.84398(N)    114 57 12.45400(W) AD(       ) 2
 KP0355  NAD 27      -  39 17 23.06455(N)    114 57 09.37596(W) AD(       ) 2
 KP0355  NGVD 29 (07/19/86) 2170.9    (m)         7122.     (f) VERT ANG       
 KP0355
 KP0355.Superseded values are not recommended for survey control.
 KP0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0355.See file dsdata.txt to determine how the superseded data were derived.
 KP0355
 KP0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD7649650920(NAD 83)
 KP0355_MARKER: DS = TRIANGULATION STATION DISK
 KP0355_SETTING: 66 = SET IN ROCK OUTCROP
 KP0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0355+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1984
 KP0355
 KP0355  HISTORY     - Date     Condition        Report By
 KP0355  HISTORY     - 1954     MONUMENTED       CGS
 KP0355  HISTORY     - 1957     GOOD             USGS
 KP0355  HISTORY     - 1970     GOOD             NGS
 KP0355  HISTORY     - 1974     GOOD             NGS
 KP0355  HISTORY     - 19841205 GOOD
 KP0355
 KP0355                          STATION DESCRIPTION
 KP0355
 KP0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0355'THE STATION IS ON THE SUMMIT OF A LOW HILL, ABOUT 4 MILES
 KP0355'WNW OF ELY, ABOUT 2-1/2 MILES NORTH-NORTHEAST OF RUTH, AND
 KP0355'ABOUT 0.1 MILE WEST OF A POWER LINE.
 KP0355'
 KP0355'TO REACH THE STATION FROM THE INTERSECTION OF FIFTH AND
 KP0355'AULTMAN STREETS IN ELY (1 BLOCK NORTH OF THE POST OFFICE),
 KP0355'GO WESTERLY ON U.S. HIGHWAY 50 FOR 5.05 MILES TO THE JUNCTION
 KP0355'OF STATE ROUTE 44.  (THE AZIMUTH MARK IS 0.15 MILE SOUTH
 KP0355'ALONG STATE ROUTE 44 FROM THIS JUNCTION.) TURN RIGHT AND
 KP0355'GO NORTHWEST AND NORTH ON A BLADED ROAD FOR 0.9 MILE TO THE
 KP0355'SUMMIT OF A GRADE.  TURN LEFT AND PICK YOUR WAY WEST AND
 KP0355'SOUTHWEST, BENEATH THE POWER LINE, TO THE SUMMIT OF THE HILL
 KP0355'AND THE STATION.
 KP0355'
 KP0355'THE STATION MARK, STAMPED DIT 1954, IS A STANDARD DISK SET
 KP0355'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 3 INCHES ABOVE
 KP0355'THE GENERAL SURFACE.  THE MARK IS ABOUT 50 FEET SOUTH OF
 KP0355'THE HIGHEST POINT OF THE HILL.
 KP0355'
 KP0355'REFERENCE MARK 1, STAMPED DIT NO 1 1954, IS A STANDARD DISK
 KP0355'SET IN A ROCK OUTCROP ON THE EAST SLOPE OF THE HILL.  IT IS
 KP0355'ABOUT 5 FEET LOWER THAN THE STATION MARK.
 KP0355'
 KP0355'REFERENCE MARK 2, STAMPED DIT NO 2 1954, IS A STANDARD DISK
 KP0355'SET IN A ROCK OUTCROP ON THE SOUTH SLOPE OF THE HILL.  IT
 KP0355'IS ABOUT 6 FEET LOWER THAN THE STATION MARK.
 KP0355'
 KP0355'THE AZIMUTH MARK, STAMPED DIT 1954, IS A STANDARD DISK SET
 KP0355'IN A DRILL HOLE IN AN OUTCROP OF BEDROCK THAT PROTRUDES FROM
 KP0355'THE GENERAL SURFACE ABOUT 6 INCHES.  IT IS 0.15 MILE SOUTH
 KP0355'OF U.S. HIGHWAY 50, 42 FEET WEST OF THE CENTER OF STATE
 KP0355'ROUTE 44, 3-1/2 FEET WEST-NORTHWEST OF THE CENTER OF THE EAST
 KP0355'ONE OF TWO FABRICATED STEEL POLES THAT SUPPORT THE POWER LINE,
 KP0355'AND 2 FEET WEST OF A WITNESS POST.
 KP0355
 KP0355                          STATION RECOVERY (1957)
 KP0355
 KP0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KP0355'RECOVERED AS DESCRIBED BY NGS IN 1954 IN DESCRIPTION LIST 39 114
 KP0355'3, STATION 1004.  ALL MARKS IN GOOD CONDITION.
 KP0355
 KP0355                          STATION RECOVERY (1970)
 KP0355
 KP0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LS)
 KP0355'THE AZIMUTH MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 KP0355'CONDITION.  THE STATION MARK AND REFERENCE MARK 1 WERE FOUND
 KP0355'SOLID IN THE ROCKS THEY WERE IN BUT PART OF THE TOPS OF THE
 KP0355'ROCKS AROUND THE DISKS WERE FOUND CHIPPED AWAY SO THEY WERE
 KP0355'REINFORCED WITH CONCRETE ON THIS DATE.  THE 1954 DESCRIPTION
 KP0355'IS ADEQUATE.
 KP0355
 KP0355                          STATION RECOVERY (1974)
 KP0355
 KP0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 KP0355'STATION WAS RECOVERED AS DESCRIBED.
 KP0355'
 KP0355'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 KP0355'NNE OF RUTH.
 KP0355
 KP0355                          STATION RECOVERY (1984)
 KP0355
 KP0355'RECOVERED 1984
 KP0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0501 ***********************************************************************
 KQ0501  DESIGNATION -  DITTO
 KQ0501  PID         -  KQ0501
 KQ0501  STATE/COUNTY-  NV/EUREKA
 KQ0501  USGS QUAD   -  SPRING VALLEY SUMMIT (1990)
 KQ0501
 KQ0501                         *CURRENT SURVEY CONTROL
 KQ0501  ___________________________________________________________________
 KQ0501* NAD 83(1994)-  39 24 39.13241(N)    116 03 30.74127(W)     ADJUSTED  
 KQ0501* NAVD 88     -      2590.3    (meters)    8498.     (feet)  VERTCON   
 KQ0501  ___________________________________________________________________
 KQ0501  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 KQ0501  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 KQ0501
 KQ0501  HORZ ORDER  -  THIRD
 KQ0501
 KQ0501.The horizontal coordinates were established by classical geodetic methods
 KQ0501.and adjusted by the National Geodetic Survey in June 1998..
 KQ0501
 KQ0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0501
 KQ0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0501
 KQ0501.The geoid height was determined by GEOID03.
 KQ0501
 KQ0501;                    North         East     Units Scale Factor Converg.
 KQ0501;SPC NV E     - 8,517,316.226   159,077.760   MT  0.99992061   -0 18 06.1
 KQ0501;SPC NV E     -27,943,894.98    521,907.62   sFT  0.99992061   -0 18 06.1
 KQ0501;UTM  11      - 4,362,795.672   581,049.870   MT  0.99968088   +0 35 51.9
 KQ0501
 KQ0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0501!SPC NV E     -   0.99959704  x   0.99992061  =   0.99951768
 KQ0501!UTM  11      -   0.99959704  x   0.99968088  =   0.99927805
 KQ0501
 KQ0501|---------------------------------------------------------------------|
 KQ0501| PID    Reference Object                     Distance      Geod. Az  |
 KQ0501|                                                           dddmmss.s |
 KQ0501| KQ0500 T18N R52 53E SECS 19 24 25 30       100.340 METERS 07624     |
 KQ0501| DD4867 DITTO AZ MK                                        3152507.8 |
 KQ0501| DD4868 DITTO RM 1                            6.240 METERS 33024     |
 KQ0501|---------------------------------------------------------------------|
 KQ0501
 KQ0501                          SUPERSEDED SURVEY CONTROL
 KQ0501
 KQ0501  NAD 83(1986)-  39 24 39.13011(N)    116 03 30.74006(W) AD(       ) 3
 KQ0501  NAD 27      -  39 24 39.38500(N)    116 03 27.52500(W) AD(       ) 3
 KQ0501  NGVD 29 (07/19/86) 2588.9    (m)         8494.     (f) VERT ANG       
 KQ0501
 KQ0501.Superseded values are not recommended for survey control.
 KQ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0501.See file dsdata.txt to determine how the superseded data were derived.
 KQ0501
 KQ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND8105062796(NAD 83)
 KQ0501_MARKER: DS = TRIANGULATION STATION DISK
 KQ0501_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0501
 KQ0501  HISTORY     - Date     Condition        Report By
 KQ0501  HISTORY     - 1954     MONUMENTED       CGS
 KQ0501  HISTORY     - 1954     GOOD             CGS
 KQ0501  HISTORY     - 1955     GOOD             USGS
 KQ0501
 KQ0501                          STATION DESCRIPTION
 KQ0501
 KQ0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0501'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF EUREKA,
 KQ0501'ABOUT 4 MILES SOUTHWEST OF PROSPECT PEAK, AND ABOUT 1.5 MILES
 KQ0501'NORTHERLY FROM A SPRING, WATER TANK AND CORRAL LOCATED IN A
 KQ0501'LOW SADDLE OVER WHICH THE ROAD PASSES.  THE STATION IS ON
 KQ0501'THE HIGHEST PART OF THE SOUTHWESTERNMOST AND LOWEST ONE OF
 KQ0501'TWO SMOOTH, ROUND-TOPPED HILLS OF SIMILAR APPEARANCE.
 KQ0501'
 KQ0501'THE STATION IS REACHED FROM THE COURTHOUSE IN EUREKA BY
 KQ0501'DRIVING WEST ON PAVED ROAD, TOWARD THE RUBY HILL MINE, FOR
 KQ0501'2.05 MILES TO A BLADED DIRT ROAD RIGHT.  TURN RIGHT, PASSING
 KQ0501'THE MINE, AND GO 0.4 MILE TO A FORK.  TAKE THE LEFT FORK
 KQ0501'AND GO SOUTHWESTERLY FOR 4.9 MILES TO A FORK.  TAKE THE
 KQ0501'RIGHT FORK AND GO 2.0 MILES TO A FORK AT SIGN EUREKA 7-BUTTLER
 KQ0501'33, DRY LAKE 4.  TAKE THE LEFT FORK AND GO 1.6 MILES TO A
 KQ0501'FORK.  TAKE THE LEFT FORK AND GO 0.9 MILE TO A FORK.  TAKE
 KQ0501'THE RIGHT FORK AND GO 1.3 MILES TO THE CREST OF A LOW SADDLE
 KQ0501'AT WATER TANK AND CORRALS.  AT THIS POINT, LEAVE THE ROAD,
 KQ0501'DRIVE EASTERLY, CROSS COUNTRY, UP THE RIDGE TO THE SUMMIT
 KQ0501'THENCE SOUTHERLY ALONG THE CREST OF RIDGE FOR A TOTAL
 KQ0501'DISTANCE OF 1.15 MILES TO A POINT OPPOSITE AND APPROXIMATELY
 KQ0501'0.15 MILE EAST OF THE AZIMUTH MARK.  CONTINUE SOUTHERLY
 KQ0501'FOR 0.85 MILE TO HIGHEST POINT OF HILL AND STATION.  THIS
 KQ0501'IS A DRIVE STATION WITH A 4-WHEEL DRIVE VEHICLE.
 KQ0501'
 KQ0501'THE STATION MARK, A STANDARD DISK STAMPED DITTO 1954, IS
 KQ0501'SET IN A DRILL HOLE IN A SMALL OUTCROP THAT PROJECTS ABOUT
 KQ0501'6 INCHES ABOVE THE GROUND.
 KQ0501'
 KQ0501'REFERENCE MARK 1, A STANDARD DISK STAMPED DITTO NO 1 1954,
 KQ0501'IS SET IN A DRILL HOLE IN AN OUTCROP THAT IS FLUSH WITH THE
 KQ0501'GROUND.
 KQ0501'
 KQ0501'A U.S. GENERAL LAND OFFICE LINE MARKER STAMPED T18N, R52E,
 KQ0501'R53E, S24, S 25, S 19, S 30 1936 IS A BRONZE CAP RIVETED
 KQ0501'TO THE TOP OF A 2-INCH GALVENIZED PIPE THAT PROJECTS ABOUT
 KQ0501'1 FOOT ABOVE THE GROUND.  THE MARK IS 6 INCHES WEST OF THE
 KQ0501'BASE OF A 5 FOOT CAIRN WHICH IS LOCATED NEAR THE CENTER OF A
 KQ0501'LOW SADDLE THAT CONNECTS TO HIGHER ELEVATIONS APPROXIMATELY
 KQ0501'1/4 MILE TO THE EAST.
 KQ0501'
 KQ0501'THE AZIMUTH MARK, A STANDARD DISK STAMPED DITTO 1954, IS SET
 KQ0501'IN A DRILL HOLE IN BEDROCK THAT IS APPROXIMATELY 6 FT X 4 FT
 KQ0501'AND PROJECTS ABOUT 2-1/2 FEET.  THE MARK IS ABOUT 18 FEET
 KQ0501'NORTHWEST OF A PINON TREE, APPROXIMATELY 1 FOOT IN DIAMETER,
 KQ0501'AND ON THE WEST SLOPE OF THE RIDGE FOLLOWED IN REACHING THE
 KQ0501'STATION.
 KQ0501
 KQ0501                          STATION RECOVERY (1954)
 KQ0501
 KQ0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KQ0501'NOTE BY USGS, 1955 STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD
 KQ0501'CONDITION.
 KQ0501'
 KQ0501'STATION MARK A STANDARD DISK STAMPED----DITTO 1954---,SET IN A
 KQ0501'DRILL HOLE IN A SMALL OUTCROP.
 KQ0501
 KQ0501                          STATION RECOVERY (1955)
 KQ0501
 KQ0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KQ0501'AFTER TAKING RIGHT FORK AND GOING 1.3 MILES TO THE CREST
 KQ0501'OF A LOW SADDLE AT WATER TANK AND CORRALS, LEAVE THE ROAD AND
 KQ0501'DRIVE EASTERLY CROSS-COUNTRY UP THE RIDGE TO THE SUMMIT.  THENCE
 KQ0501'NORTHERLY ALONG THE CREST OF THE RIDGE FOR A TOTAL DISTANCE
 KQ0501'OF 1.15 MILES, ETC.
 KQ0501'
 KQ0501'REMAINDER OF THE DESCRIPTION IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0372 ***********************************************************************
 JP0372  DESIGNATION -  DIVIDE
 JP0372  PID         -  JP0372
 JP0372  STATE/COUNTY-  NV/WHITE PINE
 JP0372  USGS QUAD   -  LAKE VALLEY SUMMIT (1978)
 JP0372
 JP0372                         *CURRENT SURVEY CONTROL
 JP0372  ___________________________________________________________________
 JP0372* NAD 83(1994)-  38 45 57.23837(N)    114 34 41.65160(W)     ADJUSTED  
 JP0372* NAVD 88     -      1877.2    (meters)    6159.     (feet)  VERTCON   
 JP0372  ___________________________________________________________________
 JP0372  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 JP0372  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 JP0372
 JP0372  HORZ ORDER  -  SECOND
 JP0372
 JP0372.The horizontal coordinates were established by classical geodetic methods
 JP0372.and adjusted by the National Geodetic Survey in June 1998..
 JP0372
 JP0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0372
 JP0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0372
 JP0372.The geoid height was determined by GEOID03.
 JP0372
 JP0372;                    North         East     Units Scale Factor Converg.
 JP0372;SPC NV E     - 8,446,092.567   287,346.340   MT  0.99999392   +0 37 45.7
 JP0372;SPC NV E     -27,710,222.03    942,735.45   sFT  0.99999392   +0 37 45.7
 JP0372;UTM  11      - 4,293,583.927   710,407.676   MT  1.00014519   +1 31 00.9
 JP0372
 JP0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0372!SPC NV E     -   0.99970889  x   0.99999392  =   0.99970281
 JP0372!UTM  11      -   0.99970889  x   1.00014519  =   0.99985404
 JP0372
 JP0372|---------------------------------------------------------------------|
 JP0372| PID    Reference Object                     Distance      Geod. Az  |
 JP0372|                                                           dddmmss.s |
 JP0372| DD4869 DIVIDE RM 1                           8.224 METERS 05038     |
 JP0372| JP0374 GEYSER                              APPROX. 4.6 KM 2065608.9 |
 JP0372| DD4870 DIVIDE RM 2                           7.196 METERS 28453     |
 JP0372|---------------------------------------------------------------------|
 JP0372
 JP0372                          SUPERSEDED SURVEY CONTROL
 JP0372
 JP0372  NAD 83(1994)-  38 45 57.23803(N)    114 34 41.65175(W) AD(       ) 2
 JP0372  NAD 83(1986)-  38 45 57.23320(N)    114 34 41.66125(W) AD(       ) 2
 JP0372  NAD 27      -  38 45 57.41500(N)    114 34 38.65500(W) AD(       ) 2
 JP0372  NGVD 29 (07/19/86) 1876.0    (m)         6155.     (f) VERT ANG       
 JP0372
 JP0372.Superseded values are not recommended for survey control.
 JP0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0372.See file dsdata.txt to determine how the superseded data were derived.
 JP0372
 JP0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC1040893584(NAD 83)
 JP0372_MARKER: DS = TRIANGULATION STATION DISK
 JP0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0372_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JP0372
 JP0372  HISTORY     - Date     Condition        Report By
 JP0372  HISTORY     - 1944     MONUMENTED       CGS
 JP0372
 JP0372                          STATION DESCRIPTION
 JP0372
 JP0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 JP0372'STATION IS LOCATED ABOUT 7 MILES N OF THE GEYSER MAINTENANCE
 JP0372'STATION AND 1/4 MILE W OF WHERE U.S. HIGHWAY 93 CROSSES THE
 JP0372'LAKE VALLEY SUMMIT.  IT IS ABOUT 0.1 MILE W OF U.S. HIGHWAY
 JP0372'93, ON THE S SLOPE OF THE DIVIDE BETWEEN LAKE VALLEY AND
 JP0372'SPRING VALLEY.
 JP0372'
 JP0372'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE
 JP0372'CYLINDER PROJECTING 4 INCHES ABOVE THE GROUND AND IS STAMPED
 JP0372'DIVIDE 1944.  IT IS 315 FEET WNW OF A ROAD FORK AND 102 FEET
 JP0372'W OF A TRACK ROAD.
 JP0372'
 JP0372'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 JP0372'CYLINDER PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS STAMPED
 JP0372'DIVIDE NO 1 1944.
 JP0372'
 JP0372'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 JP0372'CYLINDER PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS STAMPED
 JP0372'DIVIDE NO 2 1944.
 JP0372'
 JP0372'STATION GEYSER SERVES AS AN AZIMUTH MARK.
 JP0372'
 JP0372'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND
 JP0372'93 IN EAST ELY, GO S ON U.S. HIGHWAY 93 FOR 27 MILES TO
 JP0372'MAJORS PLACE AND THE JUNCTION OF U.S. HIGHWAYS 93 AND 6.  CONTINUE
 JP0372'S ON HIGHWAY 93 FOR 20.2 MILES TO A TRACK ROAD RIGHT.  TURN
 JP0372'RIGHT AND GO W ON TRACK ROAD FOR 0.15 MILE TO FORK.  TAKE
 JP0372'RIGHT FORK AND CONTINUE 0.1 MILE TO STATION 102 W OF ROAD.
 JP0372'
 JP0372'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0872 ***********************************************************************
 MT0872  DESIGNATION -  DIVIDE
 MT0872  PID         -  MT0872
 MT0872  STATE/COUNTY-  NV/ELKO
 MT0872  USGS QUAD   -  DELAWARE CREEK (1986)
 MT0872
 MT0872                         *CURRENT SURVEY CONTROL
 MT0872  ___________________________________________________________________
 MT0872* NAD 83(1994)-  41 29 59.85069(N)    115 46 24.61119(W)     ADJUSTED  
 MT0872* NAVD 88     -      2311.7    (meters)    7584.     (feet)  VERTCON   
 MT0872  ___________________________________________________________________
 MT0872  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 MT0872  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 MT0872
 MT0872  HORZ ORDER  -  THIRD
 MT0872
 MT0872.The horizontal coordinates were established by classical geodetic methods
 MT0872.and adjusted by the National Geodetic Survey in June 1998..
 MT0872
 MT0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0872
 MT0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0872
 MT0872.The geoid height was determined by GEOID03.
 MT0872
 MT0872;                    North         East     Units Scale Factor Converg.
 MT0872;SPC NV E     - 8,749,182.262   184,123.126   MT  0.99990310   -0 07 33.6
 MT0872;SPC NV E     -28,704,608.80    604,077.29   sFT  0.99990310   -0 07 33.6
 MT0872;UTM  11      - 4,594,985.685   602,367.862   MT  0.99972896   +0 48 46.0
 MT0872
 MT0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0872!SPC NV E     -   0.99964020  x   0.99990310  =   0.99954333
 MT0872!UTM  11      -   0.99964020  x   0.99972896  =   0.99936926
 MT0872
 MT0872|---------------------------------------------------------------------|
 MT0872| PID    Reference Object                     Distance      Geod. Az  |
 MT0872|                                                           dddmmss.s |
 MT0872| CS8455 CAIRN AT DIVIDE                       1.981 METERS 01925     |
 MT0872| CS8453 DIVIDE RM 1                           2.941 METERS 10201     |
 MT0872| CS8454 DIVIDE RM 2                           3.712 METERS 33821     |
 MT0872|---------------------------------------------------------------------|
 MT0872
 MT0872                          SUPERSEDED SURVEY CONTROL
 MT0872
 MT0872  NAD 83(1986)-  41 29 59.84856(N)    115 46 24.60191(W) AD(       ) 3
 MT0872  NGVD 29 (11/02/93) 2310.4    (m)         7580.     (f) VERT ANG       
 MT0872
 MT0872.Superseded values are not recommended for survey control.
 MT0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0872.See file dsdata.txt to determine how the superseded data were derived.
 MT0872
 MT0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0236894986(NAD 83)
 MT0872_MARKER: DS = TRIANGULATION STATION DISK
 MT0872_SETTING: 66 = SET IN ROCK OUTCROP
 MT0872_SP_SET: SET IN ROCK OUTCROP
 MT0872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0872+STABILITY: POSITION/ELEVATION WELL
 MT0872
 MT0872  HISTORY     - Date     Condition        Report By
 MT0872  HISTORY     - 1933     MONUMENTED       USGS
 MT0872  HISTORY     - 1937     GOOD             USGS
 MT0872  HISTORY     - 1955     GOOD             USGS
 MT0872  HISTORY     - 1970     GOOD             USGS
 MT0872
 MT0872                          STATION DESCRIPTION
 MT0872
 MT0872'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 MT0872'LOCATED 3 MI N. AND 2 MI E. OF NORTH FORK.  AT SOUTH END AND
 MT0872'SUMMIT OF ROCKY RIDGE WHICH DIVIDES HEADWATERS OF EAST FORK
 MT0872'OWYHEE RIVER FROM NORTH FORK HUMBOLDT RIVER.
 MT0872'
 MT0872'SEE 1955 RECOVERY FOR TO REACH.
 MT0872'
 MT0872'STATION MARK--STANDARD BRONZE TABLET STAMPED---DIVIDE 1933---,
 MT0872'CEMENTED IN OUTCROP AT SUMMIT, NEARLY VERTICAL IN SOLID ROCK.
 MT0872'
 MT0872'RM 1--STANDARD BRONZE RM TABLET STAMPED---DIVIDE 1933 NO 1---,
 MT0872'CEMENTED IN BOULDER.
 MT0872'
 MT0872'RM 2--CHISELED CROSS.
 MT0872
 MT0872                          STATION RECOVERY (1937)
 MT0872
 MT0872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1937
 MT0872'RECOVERD AS DESCRIBED BY USGS.
 MT0872
 MT0872                          STATION RECOVERY (1955)
 MT0872
 MT0872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MT0872'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 MT0872'
 MT0872'TO REACH FROM NORTH FORK, DRIVE 1.7 MI S. ALONG STATE HWY. 43 TO
 MT0872'RD. FORK.  TAKE LEFT FORK 0.6 MI TO VERY DIM RD. FORK ABOUT 0.1 MI
 MT0872'FROM OLD BUILDINGS.  TAKE DIM FORK RIGHT 0.6 MI TO RD. FORK AT
 MT0872'FENCELINE.  TAKE LEFT FORK 2.5 MI TO TOP OF RIDGE AND HIGHEST
 MT0872'POINT THAT RD. REACHES.  LEAVE RD. LEFT UP RIDGE 0.4 MI.  WALK TO
 MT0872'TOP AND STATION.  A 5-MINUTE WALK.
 MT0872
 MT0872                          STATION RECOVERY (1970)
 MT0872
 MT0872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MT0872'RECOVERED AS DESCRIBED BY USGS.  RMS NOT SEARCHED FOR BECAUSE OF
 MT0872'SNOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0353 ***********************************************************************
 MV0353  DESIGNATION -  DIVISION
 MV0353  PID         -  MV0353
 MV0353  STATE/COUNTY-  NV/HUMBOLDT
 MV0353  USGS QUAD   -  DIVISION PEAK (1980)
 MV0353
 MV0353                         *CURRENT SURVEY CONTROL
 MV0353  ___________________________________________________________________
 MV0353* NAD 83(1994)-  41 05 51.20358(N)    119 15 43.90583(W)     ADJUSTED  
 MV0353* NAVD 88     -      2589.     (meters)    8494.     (feet)  SCALED    
 MV0353  ___________________________________________________________________
 MV0353  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 MV0353  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 MV0353
 MV0353  HORZ ORDER  -  FIRST
 MV0353
 MV0353.The horizontal coordinates were established by classical geodetic methods
 MV0353.and adjusted by the National Geodetic Survey in June 1998..
 MV0353
 MV0353.The orthometric height was scaled from a topographic map.
 MV0353
 MV0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0353
 MV0353.The geoid height was determined by GEOID03.
 MV0353
 MV0353;                    North         East     Units Scale Factor Converg.
 MV0353;SPC NV W     - 4,704,700.714   742,973.576   MT  0.99994001   -0 26 46.5
 MV0353;SPC NV W     -15,435,338.93  2,437,572.47   sFT  0.99994001   -0 26 46.5
 MV0353;UTM  11      - 4,552,052.892   310,019.847   MT  1.00004423   -1 29 14.9
 MV0353
 MV0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0353!SPC NV W     -   0.99959739  x   0.99994001  =   0.99953742
 MV0353!UTM  11      -   0.99959739  x   1.00004423  =   0.99964160
 MV0353
 MV0353|---------------------------------------------------------------------|
 MV0353| PID    Reference Object                     Distance      Geod. Az  |
 MV0353|                                                           dddmmss.s |
 MV0353| CD6408 DIVISION RM 1                         8.499 METERS 03348     |
 MV0353| MV0352 PAHUTE PEAK CAIRN                   APPROX.26.4 KM 0395224.2 |
 MV0353| CD6409 DIVISION RM 2                        13.246 METERS 16730     |
 MV0353| LS0633 GRANITE PEAK CAIRN                  APPROX.37.0 KM 2023411.6 |
 MV0353| CD6407 DIVISION AZ MK                                     2573914.1 |
 MV0353| MV0358 VAN                                 APPROX.30.5 KM 3520659.9 |
 MV0353|---------------------------------------------------------------------|
 MV0353
 MV0353                          SUPERSEDED SURVEY CONTROL
 MV0353
 MV0353  NAD 83(1992)-  41 05 51.20772(N)    119 15 43.91536(W) AD(       ) 1
 MV0353  NAD 83(1986)-  41 05 51.21086(N)    119 15 43.91833(W) AD(       ) 1
 MV0353  NAD 27      -  41 05 51.57900(N)    119 15 40.25000(W) AD(       ) 1
 MV0353
 MV0353.Superseded values are not recommended for survey control.
 MV0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0353.See file dsdata.txt to determine how the superseded data were derived.
 MV0353
 MV0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF1002052053(NAD 83)
 MV0353_MARKER: Z = SEE DESCRIPTION
 MV0353_SETTING: 0 = UNSPECIFIED SETTING
 MV0353
 MV0353  HISTORY     - Date     Condition        Report By
 MV0353  HISTORY     - 1940     MONUMENTED       CGS
 MV0353  HISTORY     - 1966     SEE DESCRIPTION  USGS
 MV0353
 MV0353                          STATION DESCRIPTION
 MV0353
 MV0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MV0353'STATION IS LOCATED ON A VERY PROMINENT MOUNTAIN, ON THE HIGHEST
 MV0353'POINT OF THE FIRST RANGE W OF THE NW ARM OF THE BLACK ROCK
 MV0353'DESERT, ABOUT 32 MILES NNE OF GERLACH, ABOUT 31 MILES NW OF
 MV0353'SULPHUR, AND ABOUT 6 MILES E OF OGLE SWINGLES RANCH, IN LEADVILLE.
 MV0353'
 MV0353'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK ON
 MV0353'HIGHEST POINT OF THE PEAK, STAMPED DIVISION 1940.
 MV0353'
 MV0353'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK
 MV0353'FLUSH WITH THE GROUND ABOUT 28 FEET NNE OF AND ABOUT 3 FEET
 MV0353'LOWER THAN STATION.  IT IS STAMPED DIVISION NO. 1 1940.
 MV0353'
 MV0353'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK
 MV0353'FLUSH WITH THE GROUND, ABOUT 43 FEET SSE OF AND ABOUT 6 FEET
 MV0353'LOWER THAN STATION.  IT IS STAMPED DIVISION NO. 2 1940.
 MV0353'
 MV0353'AZIMUTH MARK IS A STANDARD BRONZE DISK SET ABOUT 1 MILE WSW
 MV0353'OF AND ABOUT 1000 FEET LOWER THAN STATION, IN THE TOP OF THE
 MV0353'E ONE OF TWO LARGE BOULDERS AT THE END OF TRUCK TRAVEL.  THE
 MV0353'BOULDER PROJECTS ABOUT 3 FEET ABOVE THE GROUND.  THE ARROW ON
 MV0353'THE DISK POINTS ABOUT 20 DEG TO THE N OF STATION AND NOT
 MV0353'DIRECTLY TO THE HIGHEST POINT OF THE HILL AND STATION.  MARK
 MV0353'IS STAMPED DIVISION NO. 3 1940.
 MV0353'
 MV0353'TO REACH FROM SWINGLES RANCH, LEADVILLE, GO N ON THE LEADVILLE
 MV0353'ROAD FOR 0.7 MILE TO A DIM TRACK ROAD LEADING RIGHT, NE, TURN
 MV0353'RIGHT, NE, OFF MAIN-TRAVELED ROAD AND GO 3.3 MILES WHERE
 MV0353'YOU PASS OVER THE SUMMIT N OF THE THREE SHEEP PEAKS, THE ROAD
 MV0353'HERE LEADS SOUTHWARD BETWEEN THE THREE SHEEP PEAKS AND THE
 MV0353'STATION, CONTINUE ON ROAD FOR 4.4 MILES, WHERE A DIRT ROAD
 MV0353'COMES IN FROM THE LEFT, KEEP STRAIGHT AHEAD FOR 1.5 MILES,
 MV0353'TURN SHARP LEFT AND FOLLOW ROAD LEADING UP DRAW FOR 1.1 MILES
 MV0353'TO MINERS CABIN AND MILL ON LEFT SIDE OF HILL, CONTINUE ON
 MV0353'ROAD UP DRAW FOR 1.2 MILES TO TOP OF RIDGE AND END OF ROAD
 MV0353'AT OLD MINE CABINS ON THE LEFT, W.  PACK EASTERLY,
 MV0353'APPROACHING THE PEAK FROM THE S ALONG THE GRADUAL SLOPE,
 MV0353'TO THE RIGHT OF THE STEEP SLOPE ON THE W SIDE OF THE PEAK.
 MV0353'(1-HOUR PACK).
 MV0353
 MV0353                          STATION RECOVERY (1966)
 MV0353
 MV0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (DER)
 MV0353'THE OLD DESCRIPTION IS ADEQUATE.
 MV0353'
 MV0353'DISTANCES TO R.M.S NOT CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0729 ***********************************************************************
 LQ0729  DESIGNATION -  DIX
 LQ0729  PID         -  LQ0729
 LQ0729  STATE/COUNTY-  NV/ELKO
 LQ0729  USGS QUAD   -  ROBINSON MTN (1985)
 LQ0729
 LQ0729                         *CURRENT SURVEY CONTROL
 LQ0729  ___________________________________________________________________
 LQ0729* NAD 83(1994)-  40 26 19.54818(N)    115 58 50.63525(W)     ADJUSTED  
 LQ0729* NAVD 88     -      2436.2    (meters)    7993.     (feet)  VERTCON   
 LQ0729  ___________________________________________________________________
 LQ0729  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 LQ0729  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 LQ0729
 LQ0729  HORZ ORDER  -  FIRST
 LQ0729
 LQ0729.The horizontal coordinates were established by classical geodetic methods
 LQ0729.and adjusted by the National Geodetic Survey in June 1998..
 LQ0729
 LQ0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0729
 LQ0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0729
 LQ0729.The geoid height was determined by GEOID03.
 LQ0729
 LQ0729;                    North         East     Units Scale Factor Converg.
 LQ0729;SPC NV E     - 8,631,403.182   166,286.120   MT  0.99991399   -0 15 28.0
 LQ0729;SPC NV E     -28,318,195.27    545,557.05   sFT  0.99991399   -0 15 28.0
 LQ0729;UTM  11      - 4,476,956.288   586,445.722   MT  0.99969198   +0 39 40.2
 LQ0729
 LQ0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0729!SPC NV E     -   0.99962099  x   0.99991399  =   0.99953501
 LQ0729!UTM  11      -   0.99962099  x   0.99969198  =   0.99931308
 LQ0729
 LQ0729:                Primary Azimuth Mark                     Grid Az
 LQ0729:SPC NV E     -  F 25                                     081 48 36.4
 LQ0729:UTM  11      -  F 25                                     080 53 28.2
 LQ0729
 LQ0729|---------------------------------------------------------------------|
 LQ0729| PID    Reference Object                     Distance      Geod. Az  |
 LQ0729|                                                           dddmmss.s |
 LQ0729| LQ0349 F 25                                APPROX. 2.7 KM 0813308.4 |
 LQ0729| LQ0730 DIX ASTRO                             9.665 METERS 08513     |
 LQ0729| LQ0350 V 199                               APPROX. 3.4 KM 0864929.1 |
 LQ0729| DD4872 DIX RM 2                             13.724 METERS 20813     |
 LQ0729| DD4871 DIX RM 1                              6.098 METERS 31512     |
 LQ0729|---------------------------------------------------------------------|
 LQ0729
 LQ0729                          SUPERSEDED SURVEY CONTROL
 LQ0729
 LQ0729  NAD 83(1986)-  40 26 19.54875(N)    115 58 50.63025(W) AD(       ) 1
 LQ0729  NAD 27      -  40 26 19.83119(N)    115 58 47.38379(W) AD(       ) 1
 LQ0729  NGVD 29 (07/19/86) 2434.9    (m)         7989.     (f) VERT ANG       
 LQ0729
 LQ0729.Superseded values are not recommended for survey control.
 LQ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0729.See file dsdata.txt to determine how the superseded data were derived.
 LQ0729
 LQ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE8644676956(NAD 83)
 LQ0729_MARKER: DD = SURVEY DISK
 LQ0729_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0729
 LQ0729  HISTORY     - Date     Condition        Report By
 LQ0729  HISTORY     - 1974     MONUMENTED       DMA
 LQ0729  HISTORY     - 1976     GOOD             DMA
 LQ0729
 LQ0729                          STATION DESCRIPTION
 LQ0729
 LQ0729'DESCRIBED BY DEFENSE MAP AGENCY 1974
 LQ0729'THE STATION IS LOCATED IN ELKO COUNTY, NEVADA, 29.6 MILES, AIRLINE,
 LQ0729'SOUTH-SOUTHWEST OF ELKO.  16.6 MILES WEST OF JIGGS, AND ON THE
 LQ0729'SULPHUR SPRING MOUNTAIN RANGE.
 LQ0729'
 LQ0729'TO REACH FROM JIGGS, NEVADA GO SOUTH ON STATE ROUTE 46 FOR 0.35 MILE
 LQ0729'TO A ROAD WEST AND SIGN CIRCLE L RANCH.  TURN RIGHT AND GO WEST FOR
 LQ0729'1.25 MILES TO A FORK.  TURN LEFT AND GO SOUTHWEST FOR 0.8 MILE TO A
 LQ0729'FORK.  TURN RIGHT CROSSING CATTLEGUARD AND GO NORTHWEST FOR 0.5
 LQ0729'MILE TO A FORK.  KEEP RIGHT AS PER SIGN CEDAR RIDGE 6 AND CONTINUE
 LQ0729'2.0 MILES TO A FORK.  KEEP RIGHT AND GO 4.5 MILES TO THE
 LQ0729'CREST OF CEDAR RIDGE.  CONTINUE ON MAIN ROAD FOR 1.7 MILES TO A
 LQ0729'FORK.  KEEP LEFT AS PER SIGN SQUAW MTN. 4 AND GO 1.3 MILES TO A
 LQ0729'FENCELINE AND GATE.  PASS THRU GATE AND CONTINUE 2.3 MILES TO A
 LQ0729'T INTERSECTION.  TURN LEFT AND GO 0.7 MILE TO A FORK.  KEEP LEFT
 LQ0729'AND GO 2.5 MILES TO A T INTERSECTION.  TURN RIGHT AND GO 1.4 MILES
 LQ0729'TO A BENCH MARK ON THE LEFT (BM V199 USC AND GS 1963).  CONTINUE
 LQ0729'0.6 MILE TO A BENCH MARK ON THE RIGHT (BM F25 USGS 1934).  THIS IS
 LQ0729'THE AZIMUTH MARK.  CONTINUE 0.6 MILE TO A TRACK ROAD ON THE LEFT.
 LQ0729'TURN LEFT AND FOLLOW TRACK ROAD SOUTHWESTERLY UP RIDGE FOR 2.65
 LQ0729'MILES TO THE STATION ON THE RIGHT.  A 4-WHEEL DRIVE STATION.
 LQ0729'
 LQ0729'THE STATION MARK, STAMPED DIX TOPO. CENTER 1974, IS A DEFENSE
 LQ0729'MAPPING AGENCY DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING ROCK.
 LQ0729'IT IS LOCATED 31 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, AND
 LQ0729'11.5 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 LQ0729'
 LQ0729'REFERENCE MARK 1, STAMPED DIX RM NO. 1 TOPO. CENTER 1974, IS A
 LQ0729'DEFENSE MAPPING AGENCY DISK CEMENTED IN A DRILLED HOLE IN
 LQ0729'OUTCROPPING ROCK LOCATED 18.70 FEET NORTHWEST OF THE STATION.
 LQ0729'
 LQ0729'REFERENCE MARK 2, STAMPED DIX RM NO. 2 TOPO. CENTER 1974, IS A
 LQ0729'DEFENSE MAPPING AGENCY DISK CEMENTED IN A DRILLED HOLE IN
 LQ0729'OUTCROPPING ROCK LOCATED 44.86 FEET SOUTH-SOUTHWEST OF THE STATION.
 LQ0729'
 LQ0729'THE AZIMUTH MARK, STAMPED F25 6859 1934, IS A USGS BENCH MARK SET IN
 LQ0729'THE TOP OF A CONCRETE POST THAT PROJECTS 1.1 FEET ABOVE GROUND.
 LQ0729'IT IS 47 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.  9 FEET
 LQ0729'NORTHWEST OF THE CENTERLINE OF A TRAIL AND 0.6 FOOT SOUTH OF A
 LQ0729'METAL WITNESS POST.
 LQ0729'
 LQ0729'NOTE--BENCH MARK V 199 USC AND GS 1963 CAN ALSO BE USED AS AN AZIMUTH
 LQ0729'MARK.
 LQ0729
 LQ0729                          STATION RECOVERY (1976)
 LQ0729
 LQ0729'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (LWL)
 LQ0729'THE STATION MARK, RMS 1 AND 2 AND THE AZIMUTH MARK WERE ALL
 LQ0729'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0082 ***********************************************************************
 KR0082  DESIGNATION -  DIXIE
 KR0082  PID         -  KR0082
 KR0082  STATE/COUNTY-  NV/CHURCHILL
 KR0082  USGS QUAD   -  PIROUETTE MTN (1972)
 KR0082
 KR0082                         *CURRENT SURVEY CONTROL
 KR0082  ___________________________________________________________________
 KR0082* NAD 83(1986)-  39 23 10.     (N)    118 10 01.     (W)     SCALED    
 KR0082* NAVD 88     -      1272.737  (meters)    4175.64   (feet)  ADJUSTED  
 KR0082  ___________________________________________________________________
 KR0082  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 KR0082  DYNAMIC HT  -        1271.612 (meters)    4171.95  (feet)  COMP
 KR0082  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 KR0082
 KR0082  VERT ORDER  -  FIRST     CLASS II
 KR0082
 KR0082.The horizontal coordinates were scaled from a topographic map and have
 KR0082.an estimated accuracy of +/- 6 seconds.
 KR0082
 KR0082.The orthometric height was determined by differential leveling
 KR0082.and adjusted by the National Geodetic Survey in June 1991..
 KR0082
 KR0082.The geoid height was determined by GEOID03.
 KR0082
 KR0082.The dynamic height is computed by dividing the NAVD 88
 KR0082.geopotential number by the normal gravity value computed on the
 KR0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0082.degrees latitude (g = 980.6199 gals.).
 KR0082
 KR0082.The modeled gravity was interpolated from observed gravity values.
 KR0082
 KR0082;                    North         East    Units  Estimated Accuracy
 KR0082;SPC NV W     - 4,514,540.      835,870.      MT  (+/- 180 meters Scaled)
 KR0082
 KR0082                          SUPERSEDED SURVEY CONTROL
 KR0082
 KR0082  NGVD 29 (??/??/92) 1271.713  (m)         4172.28   (f) ADJ UNCH    1 2
 KR0082
 KR0082.Superseded values are not recommended for survey control.
 KR0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0082.See file dsdata.txt to determine how the superseded data were derived.
 KR0082
 KR0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD995602(NAD 83)
 KR0082_MARKER: DS = TRIANGULATION STATION DISK
 KR0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0082_STAMPING: DIXIE 1953
 KR0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0082+STABILITY: SURFACE MOTION
 KR0082
 KR0082  HISTORY     - Date     Condition        Report By
 KR0082  HISTORY     - 1953     MONUMENTED       CGS
 KR0082  HISTORY     - 1967     GOOD             NGS
 KR0082
 KR0082                          STATION DESCRIPTION
 KR0082
 KR0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0082'PRE-EARTHQUAKE POSITION.
 KR0082
 KR0082                          STATION RECOVERY (1967)
 KR0082
 KR0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KR0082'12.35 MI NE FROM FRENCHMAN STATION.
 KR0082'ABOUT 5.0 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0082'FRENCHMAN STATION, THENCE 1.7 MILES NORTHEAST ALONG A GRAVELED ROAD,
 KR0082'THENCE 5.5 MILES NORTH ALONG THE NEW DIXIE VALLEY ROAD, THENCE 0.1
 KR0082'MILE CROSS-COUNTRY TO THE CREST OF A RIDGE, 0.4 MILE SOUTH OF THE
 KR0082'NORTH END OF THE RIDGE, 0.15 MILE WEST OF BENCH MARK H 386, 28.8 FEET
 KR0082'SOUTHWEST OF REFERENCE MARK DIXIE R.M. 1, 24.8 FEET SOUTHEAST OF
 KR0082'REFERENCE MARK DIXIE R.M. 2, ABOUT 50 FEET ABOVE THE LEVEL OF THE
 KR0082'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1886 ***********************************************************************
 KR1886  DESIGNATION -  DIXIE
 KR1886  PID         -  KR1886
 KR1886  STATE/COUNTY-  NV/CHURCHILL
 KR1886  USGS QUAD   -  PIROUETTE MTN (1972)
 KR1886
 KR1886                         *CURRENT SURVEY CONTROL
 KR1886  ___________________________________________________________________
 KR1886* NAD 83(1986)-  39 23 10.     (N)    118 10 01.     (W)     SCALED    
 KR1886* NAVD 88     -      1273.62   (+/-2cm)    4178.5    (feet)  VERTCON   
 KR1886  ___________________________________________________________________
 KR1886  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 KR1886
 KR1886  VERT ORDER  -  THIRD ? (See Below)
 KR1886
 KR1886.The horizontal coordinates were scaled from a topographic map and have
 KR1886.an estimated accuracy of +/- 6 seconds.
 KR1886
 KR1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1886.The vertical order pertains to the NGVD 29 superseded value.
 KR1886
 KR1886.The geoid height was determined by GEOID03.
 KR1886
 KR1886;                    North         East    Units  Estimated Accuracy
 KR1886;SPC NV W     - 4,514,540.      835,870.      MT  (+/- 180 meters Scaled)
 KR1886
 KR1886                          SUPERSEDED SURVEY CONTROL
 KR1886
 KR1886  NGVD 29 (07/19/86) 1272.60   (m)         4175.2    (f) LEVELING    3  
 KR1886
 KR1886.Superseded values are not recommended for survey control.
 KR1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1886.See file dsdata.txt to determine how the superseded data were derived.
 KR1886
 KR1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD995602(NAD 83)
 KR1886_MARKER: DS = TRIANGULATION STATION DISK
 KR1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1886_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KR1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1886+STABILITY: SURFACE MOTION
 KR1886
 KR1886  HISTORY     - Date     Condition        Report By
 KR1886  HISTORY     - 1953     MONUMENTED       CGS
 KR1886  HISTORY     - 1955     GOOD             CGS
 KR1886  HISTORY     - 1957     GOOD             BAKER
 KR1886  HISTORY     - 1966     GOOD             CGS
 KR1886  HISTORY     - 1967     GOOD             CGS
 KR1886
 KR1886                          STATION DESCRIPTION
 KR1886
 KR1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 KR1886'THE STATION IS LOCATED ABOUT 9 MILE, AIR LINE, NORTHEAST OF
 KR1886'FRENCHMAN STATION, 6-1/2 MILES, AIR LINE, NORTH OF U.S. HIGHWAY
 KR1886'50, 1/4 MILE SOUTH OF THE NORTH END OF A LONG, LOW, SANDY RIDGE
 KR1886'AND 0.15 MILE WEST OF A BLADED ROAD.  IT IS ON A LOW KNOLL AND
 KR1886'THERE IS HIGHER GROUND TO THE SOUTH.
 KR1886'
 KR1886'TO REACH FROM FRENCHMAN STATION, WHICH IS 36 MILES EAST OF FALLON
 KR1886'VIA U.S. HIGHWAY 50, GO EAST ON U.S. HIGHWAY 50 FOR 5.2 MILES
 KR1886'TO A BLADED ROAD LEFT, AND SIGN DIXIE VALLEY WONDER 13.  TURN
 KR1886'LEFT, NORTH, AND FOLLOW THE BLADED ROAD FOR 3.2 MILES TO A
 KR1886'FORK.  TAKE THE LEFT FORK AND GO 4.7 MILES.  TURN LEFT AND GO
 KR1886'ACROSS COUNTRY FOR 0.15 MILE TO TOP OF KNOLL AND STATION.  A
 KR1886'DRIVE STATION.
 KR1886'
 KR1886'THE STATION MARK, A STANDARD DISK STAMPED DIXIE 1953, IS SET IN
 KR1886'THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS 2 INCHES ABOVE
 KR1886'THE GROUND.
 KR1886'
 KR1886'REFERENCE MARK 1, A STANDARD DISK STAMPED DIXIE NO 1 1953, IS
 KR1886'SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH IS FLUSH WITH THE
 KR1886'GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 KR1886'
 KR1886'REFERENCE MARK 2, A STANDARD DISK STAMPED DIXIE NO 2 1953, IS
 KR1886'SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS 4
 KR1886'INCHES ABOVE THE GROUND.  IT IS ABOUT 6 INCHES LOWER THAN THE
 KR1886'STATION.
 KR1886'
 KR1886'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED DIXIE
 KR1886'NO 3 1953, IS SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH
 KR1886'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS LOCATED 0.15 MILE
 KR1886'WEST OF A BLADED ROAD, 25 FEET NORTH OF A WHITE WITNESS POST AND
 KR1886'NEAR THE NORTH END OF A LONG, LOW, SANDY RIDGE.
 KR1886
 KR1886                          STATION RECOVERY (1955)
 KR1886
 KR1886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KR1886'THE DESCRIPTION IS ADEQUATE.  THE STATION MARK AND REFERENCE MARKS
 KR1886'1, 2, AND 3 WERE RECOVERED AS DESCRIBED AND WERE FOUND TO BE
 KR1886'IN GOOD CONDITION.
 KR1886'
 KR1886'THERE IS NO VISIBLE EVIDENCE OF MOVEMENT AT THE STATION.
 KR1886'DISCREPANCIES OF DISTANCE AND DIRECTION ARE AS FOLLOWS.
 KR1886'
 KR1886'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 KR1886
 KR1886                          STATION RECOVERY (1957)
 KR1886
 KR1886'RECOVERY NOTE BY M BAKER JR INCORPORATED 1957 (MLW)
 KR1886'THE STATION WAS FOUND AS DESCRIBED, INCLUDING R.M. 1 AND R.M. 2.
 KR1886'AZIMUTH MARK WAS NOT SEARCHED FOR.  THE ORIGINAL DESCRIPTION
 KR1886'IS ADEQUATE.
 KR1886
 KR1886                          STATION RECOVERY (1966)
 KR1886
 KR1886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KR1886'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 KR1886'RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 KR1886'
 KR1886'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--28 MILES EAST
 KR1886'OF FALLON
 KR1886
 KR1886                          STATION RECOVERY (1967)
 KR1886
 KR1886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 KR1886'THE STATION MARK, STAMPED DIXIE 1953, IS ABOUT 5.0 MILES EAST
 KR1886'ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT FRENCHMAN
 KR1886'STATION, THENCE 1.7 MILES NORTHEAST ALONG A GRAVELED ROAD, THENCE
 KR1886'5.5 MILES NORTH ALONG THE NEW DIXIE VALLEY ROAD, THENCE 0.1 MILE
 KR1886'CROSS-COUNTRY TO THE CREST OF A RIDGE, 0.4 MILE SOUTH OF THE
 KR1886'NORTH END OF THE RIDGE, 0.15 MILE WEST OF BENCH MARK H 386, ABOUT
 KR1886'50 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 KR1886'CONCRETE POST WHICH PROJECTS 3 INCHES.
 KR1886'
 KR1886'R.M. 1, STAMPED DIXIE NO 1 1953, IS 28.8 FEET NORTHEAST OF THE
 KR1886'STATION MARK, 38.3 FEET EAST OF REFENENCE MARK DIXIE R.M. 2,
 KR1886'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
 KR1886'
 KR1886'R.M. 2, STAMPED DIXIE NO 2 1953, IS 24.8 FEET NORTHWEST OF THE
 KR1886'STATION MARK, 38.3 FEET WEST OF REFERENCE MARK DIXIE R.M. 1, AND
 KR1886'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 KR1886'
 KR1886'R.M. 3, STAMPED DIXIE NO 3 1953, IS 0.2 MILE NORTH OF THE STATION
 KR1886'MARK, 163 FEET WEST OF THE CENTER LINE OF THE NEW DIXIE VALLEY
 KR1886'ROAD, 124 YARDS WEST AND ACROSS THE NEW ROAD FROM THE CENTER LINE
 KR1886'OF THE ABANDONED DIXIE VALLEY ROAD, 1.1 FEET NORTH OF A METAL
 KR1886'WITNESS POST, ABOUT 40 FEET ABOVE THE LEVEL OF THE NEW ROAD,
 KR1886'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0080 ***********************************************************************
 KR0080  DESIGNATION -  DIXIE RM 1
 KR0080  PID         -  KR0080
 KR0080  STATE/COUNTY-  NV/CHURCHILL
 KR0080  USGS QUAD   -  PIROUETTE MTN (1972)
 KR0080
 KR0080                         *CURRENT SURVEY CONTROL
 KR0080  ___________________________________________________________________
 KR0080* NAD 83(1986)-  39 23 10.     (N)    118 10 00.     (W)     SCALED    
 KR0080* NAVD 88     -      1272.398  (meters)    4174.53   (feet)  ADJUSTED  
 KR0080  ___________________________________________________________________
 KR0080  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 KR0080  DYNAMIC HT  -        1271.273 (meters)    4170.83  (feet)  COMP
 KR0080  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 KR0080
 KR0080  VERT ORDER  -  FIRST     CLASS II
 KR0080
 KR0080.The horizontal coordinates were scaled from a topographic map and have
 KR0080.an estimated accuracy of +/- 6 seconds.
 KR0080
 KR0080.The orthometric height was determined by differential leveling
 KR0080.and adjusted by the National Geodetic Survey in June 1991..
 KR0080
 KR0080.The geoid height was determined by GEOID03.
 KR0080
 KR0080.The dynamic height is computed by dividing the NAVD 88
 KR0080.geopotential number by the normal gravity value computed on the
 KR0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0080.degrees latitude (g = 980.6199 gals.).
 KR0080
 KR0080.The modeled gravity was interpolated from observed gravity values.
 KR0080
 KR0080;                    North         East    Units  Estimated Accuracy
 KR0080;SPC NV W     - 4,514,540.      835,890.      MT  (+/- 180 meters Scaled)
 KR0080
 KR0080                          SUPERSEDED SURVEY CONTROL
 KR0080
 KR0080  NGVD 29 (??/??/92) 1271.373  (m)         4171.16   (f) ADJ UNCH    1 2
 KR0080
 KR0080.Superseded values are not recommended for survey control.
 KR0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0080.See file dsdata.txt to determine how the superseded data were derived.
 KR0080
 KR0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD995602(NAD 83)
 KR0080_MARKER: DR = REFERENCE MARK DISK
 KR0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0080_STAMPING: DIXIE NO 1 1953
 KR0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0080+STABILITY: SURFACE MOTION
 KR0080
 KR0080  HISTORY     - Date     Condition        Report By
 KR0080  HISTORY     - 1953     MONUMENTED       CGS
 KR0080  HISTORY     - 1967     GOOD             NGS
 KR0080
 KR0080                          STATION DESCRIPTION
 KR0080
 KR0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0080'12.35 MI NE FROM FRENCHMAN STATION.
 KR0080'ABOUT 5.0 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0080'FRENCHMAN STATION, THENCE 1.7 MILES NORTHEAST ALONG A GRAVELED ROAD,
 KR0080'THENCE 5.5 MILES NORTH ALONG THE NEW DIXIE VALLEY ROAD, THENCE 0.1
 KR0080'MILE CROSS-COUNTRY TO THE CREST OF A RIDGE, 0.4 MILE SOUTH OF THE
 KR0080'NORTH END OF THE RIDGE, 0.15 MILE WEST OF BENCH MARK H 386, 28.8 FEET
 KR0080'NORTHEAST OF TRIANGULATION STATION DIXIE, 38.3 FEET EAST OF REFERENCE
 KR0080'MARK DIXIE R.M. 2, AND SET IN THE TOP OF A CONCRETE POST WHICH
 KR0080'PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0081 ***********************************************************************
 KR0081  DESIGNATION -  DIXIE RM 2
 KR0081  PID         -  KR0081
 KR0081  STATE/COUNTY-  NV/CHURCHILL
 KR0081  USGS QUAD   -  PIROUETTE MTN (1972)
 KR0081
 KR0081                         *CURRENT SURVEY CONTROL
 KR0081  ___________________________________________________________________
 KR0081* NAD 83(1986)-  39 23 10.     (N)    118 10 00.     (W)     SCALED    
 KR0081* NAVD 88     -      1272.433  (meters)    4174.64   (feet)  ADJUSTED  
 KR0081  ___________________________________________________________________
 KR0081  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 KR0081  DYNAMIC HT  -        1271.308 (meters)    4170.95  (feet)  COMP
 KR0081  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 KR0081
 KR0081  VERT ORDER  -  FIRST     CLASS II
 KR0081
 KR0081.The horizontal coordinates were scaled from a topographic map and have
 KR0081.an estimated accuracy of +/- 6 seconds.
 KR0081
 KR0081.The orthometric height was determined by differential leveling
 KR0081.and adjusted by the National Geodetic Survey in June 1991..
 KR0081
 KR0081.The geoid height was determined by GEOID03.
 KR0081
 KR0081.The dynamic height is computed by dividing the NAVD 88
 KR0081.geopotential number by the normal gravity value computed on the
 KR0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0081.degrees latitude (g = 980.6199 gals.).
 KR0081
 KR0081.The modeled gravity was interpolated from observed gravity values.
 KR0081
 KR0081;                    North         East    Units  Estimated Accuracy
 KR0081;SPC NV W     - 4,514,540.      835,890.      MT  (+/- 180 meters Scaled)
 KR0081
 KR0081                          SUPERSEDED SURVEY CONTROL
 KR0081
 KR0081  NGVD 29 (??/??/92) 1271.408  (m)         4171.28   (f) ADJ UNCH    1 2
 KR0081
 KR0081.Superseded values are not recommended for survey control.
 KR0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0081.See file dsdata.txt to determine how the superseded data were derived.
 KR0081
 KR0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD995602(NAD 83)
 KR0081_MARKER: DR = REFERENCE MARK DISK
 KR0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0081_STAMPING: DIXIE NO 2 1953
 KR0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0081+STABILITY: SURFACE MOTION
 KR0081
 KR0081  HISTORY     - Date     Condition        Report By
 KR0081  HISTORY     - 1953     MONUMENTED       CGS
 KR0081  HISTORY     - 1967     GOOD             NGS
 KR0081
 KR0081                          STATION DESCRIPTION
 KR0081
 KR0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0081'12.35 MI NE FROM FRENCHMAN STATION.
 KR0081'ABOUT 5.0 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0081'FRENCHMAN STATION, THENCE 1.7 MILES NORTHEAST ALONG A GRAVELED ROAD,
 KR0081'THENCE 5.5 MILES NORTH ALONG THE NEW DIXIE VALLEY ROAD, THENCE 0.1
 KR0081'MILE CROSS-COUNTRY TO THE CREST OF A RIDGE, 0.4 MILE SOUTH OF THE
 KR0081'NORTH END OF THE RIDGE, 0.15 MILE WEST OF BENCH MARK H 386, 38.3 FEET
 KR0081'WEST OF REFERENCE MARK DIXIE R.M. 1, 24.8 FEET NORTHWEST OF
 KR0081'TRIANGULATION STATION DIXIE, AND SET IN THE TOP OF A CONCRETE POST
 KR0081'WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0083 ***********************************************************************
 KR0083  DESIGNATION -  DIXIE RM 3 AZIMUTH
 KR0083  PID         -  KR0083
 KR0083  STATE/COUNTY-  NV/CHURCHILL
 KR0083  USGS QUAD   -  PIROUETTE MTN (1972)
 KR0083
 KR0083                         *CURRENT SURVEY CONTROL
 KR0083  ___________________________________________________________________
 KR0083* NAD 83(1986)-  39 23 10.     (N)    118 10 00.     (W)     SCALED    
 KR0083* NAVD 88     -      1260.410  (meters)    4135.20   (feet)  ADJUSTED  
 KR0083  ___________________________________________________________________
 KR0083  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 KR0083  DYNAMIC HT  -        1259.296 (meters)    4131.54  (feet)  COMP
 KR0083  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 KR0083
 KR0083  VERT ORDER  -  FIRST     CLASS II
 KR0083
 KR0083.The horizontal coordinates were scaled from a topographic map and have
 KR0083.an estimated accuracy of +/- 6 seconds.
 KR0083
 KR0083.The orthometric height was determined by differential leveling
 KR0083.and adjusted by the National Geodetic Survey in June 1991..
 KR0083
 KR0083.The geoid height was determined by GEOID03.
 KR0083
 KR0083.The dynamic height is computed by dividing the NAVD 88
 KR0083.geopotential number by the normal gravity value computed on the
 KR0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0083.degrees latitude (g = 980.6199 gals.).
 KR0083
 KR0083.The modeled gravity was interpolated from observed gravity values.
 KR0083
 KR0083;                    North         East    Units  Estimated Accuracy
 KR0083;SPC NV W     - 4,514,540.      835,890.      MT  (+/- 180 meters Scaled)
 KR0083
 KR0083                          SUPERSEDED SURVEY CONTROL
 KR0083
 KR0083  NGVD 29 (??/??/92) 1259.386  (m)         4131.84   (f) ADJ UNCH    1 2
 KR0083
 KR0083.Superseded values are not recommended for survey control.
 KR0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0083.See file dsdata.txt to determine how the superseded data were derived.
 KR0083
 KR0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD995602(NAD 83)
 KR0083_MARKER: DR = REFERENCE MARK DISK
 KR0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0083_STAMPING: DIXIE NO 3 1953
 KR0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0083+STABILITY: SURFACE MOTION
 KR0083
 KR0083  HISTORY     - Date     Condition        Report By
 KR0083  HISTORY     - 1953     MONUMENTED       CGS
 KR0083  HISTORY     - 1967     GOOD             NGS
 KR0083
 KR0083                          STATION DESCRIPTION
 KR0083
 KR0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0083'12.4 MI NE FROM FRENCHMAN STATION.
 KR0083'ABOUT 5.0 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0083'FRENCHMAN STATION, THENCE 1.7 MILES NORTHEAST ALONG A GRAVELED ROAD,
 KR0083'THENCE 5.7 MILES NORTH ALONG THE NEW DIXIE VALLEY ROAD, ON THE TOP OF
 KR0083'A LOW RIDGE, 0.2 MILE NORTH OF TRIANGULATION STATION DIXIE, 163 FEET
 KR0083'WEST OF THE CENTER LINE OF THE NEW DIXIE VALLEY ROAD, 124 YARDS WEST
 KR0083'AND ACROSS THE NEW ROAD FROM THE CENTER LINE OF THE ABANDONED DIXIE
 KR0083'VALLEY ROAD, 1.1 FEET NORTH OF A METAL WITNESS POST, ABOUT 40 FEET
 KR0083'ABOVE THE LEVEL OF THE NEW ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KR0083'WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0395 ***********************************************************************
 KP0395  DESIGNATION -  DIZ
 KP0395  PID         -  KP0395
 KP0395  STATE/COUNTY-  NV/WHITE PINE
 KP0395  USGS QUAD   -  HAMILTON (1990)
 KP0395
 KP0395                         *CURRENT SURVEY CONTROL
 KP0395  ___________________________________________________________________
 KP0395* NAD 83(1994)-  39 21 37.43231(N)    115 23 51.25615(W)     ADJUSTED  
 KP0395* NAVD 88     -      2104.3    (meters)    6904.     (feet)  VERTCON   
 KP0395  ___________________________________________________________________
 KP0395  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 KP0395  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 KP0395
 KP0395  HORZ ORDER  -  THIRD
 KP0395
 KP0395.The horizontal coordinates were established by classical geodetic methods
 KP0395.and adjusted by the National Geodetic Survey in June 1998..
 KP0395
 KP0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0395
 KP0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0395
 KP0395.The geoid height was determined by GEOID03.
 KP0395
 KP0395;                    North         East     Units Scale Factor Converg.
 KP0395;SPC NV E     - 8,511,621.930   216,008.361   MT  0.99990315   +0 07 04.1
 KP0395;SPC NV E     -27,925,212.95    708,687.43   sFT  0.99990315   +0 07 04.1
 KP0395;UTM  11      - 4,357,996.069   638,054.019   MT  0.99983466   +1 00 59.1
 KP0395
 KP0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0395!SPC NV E     -   0.99967316  x   0.99990315  =   0.99957634
 KP0395!UTM  11      -   0.99967316  x   0.99983466  =   0.99950787
 KP0395
 KP0395|---------------------------------------------------------------------|
 KP0395| PID    Reference Object                     Distance      Geod. Az  |
 KP0395|                                                           dddmmss.s |
 KP0395| DD4874 DIZ RM 1                              9.208 METERS 14920     |
 KP0395| DD4873 DIZ AZ MK                                          1595018.4 |
 KP0395| DD4875 DIZ RM 2                              8.137 METERS 24538     |
 KP0395|---------------------------------------------------------------------|
 KP0395
 KP0395                          SUPERSEDED SURVEY CONTROL
 KP0395
 KP0395  NAD 83(1994)-  39 21 37.42814(N)    115 23 51.25518(W) AD(       ) 3
 KP0395  NAD 83(1986)-  39 21 37.42816(N)    115 23 51.25453(W) AD(       ) 3
 KP0395  NAD 27      -  39 21 37.66700(N)    115 23 48.13300(W) AD(       ) 3
 KP0395  NGVD 29 (07/19/86) 2103.0    (m)         6900.     (f) VERT ANG       
 KP0395
 KP0395.Superseded values are not recommended for survey control.
 KP0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0395.See file dsdata.txt to determine how the superseded data were derived.
 KP0395
 KP0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD3805457996(NAD 83)
 KP0395_MARKER: DS = TRIANGULATION STATION DISK
 KP0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0395_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KP0395
 KP0395  HISTORY     - Date     Condition        Report By
 KP0395  HISTORY     - 1954     MONUMENTED       CGS
 KP0395
 KP0395                          STATION DESCRIPTION
 KP0395
 KP0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0395'THE STATION IS ON A LOW BUTTE THAT LIES JUST TO THE NORTHEAST
 KP0395'OF U.S. HIGHWAY 50.  ABOUT 24 MILES, AIRLINE, WEST-NORTHWEST
 KP0395'OF ELY, 4.6 MILES WEST OF THE MORRMAN RANCH AND 0.6 MILE
 KP0395'WEST-NORTHWEST OF THE JUNCTION OF THE HAMILTON ROAD WITH U.S.
 KP0395'HIGHWAY 50.  THE STATION IS ON THE HIGHEST POINT OF THE BUTTE.
 KP0395'
 KP0395'TO REACH THE STATION FROM THE JUNCTION OF NEVADA STATE HIGHWAY
 KP0395'6 WITH U.S. HIGHWAY 50 AT THE WEST EDGE OF ELY, GO IN A WESTERLY
 KP0395'DIRECTION ON U.S. HIGHWAY 50 FOR 31.6 MILES TO THE MOORMAN
 KP0395'RANCH ON THE LEFT, CONTINUE ON HIGHWAY 50 FOR 4.1 MILES TO THE
 KP0395'HAMILTON ROAD ON THE LEFT, AND THE AZIMUTH MARK ON THE RIGHT.
 KP0395'CONTINUE ON HIGHWAY 50 FOR 0.6 MILE TO A ROAD ON THE RIGHT,
 KP0395'THIS IS THE OLD HIGHWAY.  TURN RIGHT ON THE OLD HIGHWAY AND
 KP0395'GO ABOUT 40 YARDS.  TURN RIGHT OFF THE ROAD AND GO ACROSS
 KP0395'COUNTRY AND UP THE LOW RIDGE TO THE HIGHEST POINT AND THE
 KP0395'STATION, A DISTANCE OF ABOUT 0.2 MILE.
 KP0395'
 KP0395'THE STATION IS A STANDARD DISK SET IN A ROUND CONCRETE POST
 KP0395'THAT PROJECTS 3 INCHES.  IT IS STAMPED DIZ 1954.
 KP0395'
 KP0395'REFERENCE MARK 1 IS A STANDARD DISK SET IN A ROUND CONCRETE
 KP0395'POST THAT PROJECTS 4-INCHES AND IS 1 FOOT LOWER THAN STATION
 KP0395'ELEVATION.  IT IS STAMPED DIZ NO 1 1954.
 KP0395'
 KP0395'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KP0395'IN A BOULDER THAT IS 2 FEET LONG, 10 INCHES WIDE AND PROJECTS
 KP0395'9 INCHES.  IT IS STAMPED DIZ NO 2 1954.  AND IS 3 FEET LOWER
 KP0395'THAN THE STATION ELEVATION.
 KP0395'
 KP0395'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KP0395'IN BEDROCK THAT IS FLUSH ON THE UP HILL SIDE, EAST, AND
 KP0395'PROJECTS 18 INCHES ON THE DOWN HILL SIDE.  IT IS 106 FEET ESE
 KP0395'FROM THE CENTER OF THE T JUNCTION OF THE HAMILTON ROAD WITH U.S.
 KP0395'HIGHWAY 50, 74 FEET EAST OF HIGHWAY 50 AND 16 INCHES NORTHEAST
 KP0395'OF A WHITE WITNESS POST.  THE DISK IS STAMPED DIZ 1954.  THE
 KP0395'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF THE HAMILTON ROAD
 KP0395'WITH U.S. HIGHWAY 50 AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1937 ***********************************************************************
 GR1937  DESIGNATION -  DODO
 GR1937  PID         -  GR1937
 GR1937  STATE/COUNTY-  NV/CLARK
 GR1937  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1937
 GR1937                         *CURRENT SURVEY CONTROL
 GR1937  ___________________________________________________________________
 GR1937* NAD 83(1994)-  36 06 28.48827(N)    115 12 36.32198(W)     ADJUSTED  
 GR1937* NAVD 88     -       695.3    (meters)    2281.     (feet)  VERTCON   
 GR1937  ___________________________________________________________________
 GR1937  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 GR1937  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GR1937
 GR1937  HORZ ORDER  -  SECOND
 GR1937
 GR1937.The horizontal coordinates were established by classical geodetic methods
 GR1937.and adjusted by the National Geodetic Survey in June 1998..
 GR1937
 GR1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1937
 GR1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1937
 GR1937.The geoid height was determined by GEOID03.
 GR1937
 GR1937;                    North         East     Units Scale Factor Converg.
 GR1937;SPC NV E     - 8,150,707.849   233,603.850   MT  0.99991391   +0 13 11.8
 GR1937;SPC NV E     -26,741,114.00    766,415.30   sFT  0.99991391   +0 13 11.8
 GR1937;UTM  11      - 3,997,401.009   661,108.391   MT  0.99991982   +1 03 18.1
 GR1937
 GR1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1937!SPC NV E     -   0.99989526  x   0.99991391  =   0.99980918
 GR1937!UTM  11      -   0.99989526  x   0.99991982  =   0.99981508
 GR1937
 GR1937:                Primary Azimuth Mark                     Grid Az
 GR1937:SPC NV E     -  LAS VEGAS CITY WATER TANK 2              011 52 21.7
 GR1937:UTM  11      -  LAS VEGAS CITY WATER TANK 2              011 02 15.4
 GR1937
 GR1937|---------------------------------------------------------------------|
 GR1937| PID    Reference Object                     Distance      Geod. Az  |
 GR1937|                                                           dddmmss.s |
 GR1937| GR1957 LAS VEGAS CITY WATER TANK 2         APPROX. 5.9 KM 0120533.5 |
 GR1937| GR1951 LAS VEGAS TV STATION KLAS MAST      APPROX. 4.9 KM 0585242.7 |
 GR1937| GR1879 AIRWAY BEACON USA 4                 APPROX.20.5 KM 0680259.5 |
 GR1937| GR1935 LAS VEGAS FLAMINGO HTL TWR BCN      APPROX. 3.5 KM 0750426.7 |
 GR1937| CC4660 DODO RM 1                            11.898 METERS 08613     |
 GR1937| CC4662 DODO WP                               2.114 METERS 15425     |
 GR1937| GR1942 DODO 2 RM 5 AZIMUTH                 421.437 METERS 2094006.1 |
 GR1937| GR1943 DODO 2                              208.892 METERS 28056     |
 GR1937| CC4661 DODO RM 2                             9.462 METERS 30315     |
 GR1937| GR1959 LAS VEGAS CHARLESTON HTS TANK       APPROX. 6.1 KM 3475238.2 |
 GR1937|---------------------------------------------------------------------|
 GR1937
 GR1937                          SUPERSEDED SURVEY CONTROL
 GR1937
 GR1937  NAD 83(1994)-  36 06 28.48830(N)    115 12 36.32712(W) AD(       ) 2
 GR1937  NAD 83(1992)-  36 06 28.48812(N)    115 12 36.32767(W) AD(       ) 2
 GR1937  NAD 83(1992)-  36 06 28.48668(N)    115 12 36.32737(W) AD(       ) 2
 GR1937  NAD 83(1986)-  36 06 28.48278(N)    115 12 36.31152(W) AD(       ) 2
 GR1937  NAD 27      -  36 06 28.59110(N)    115 12 33.31110(W) AD(       ) 2
 GR1937  NGVD 29 (07/19/86)  694.7    (m)         2279.     (f) VERT ANG       
 GR1937
 GR1937.Superseded values are not recommended for survey control.
 GR1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1937.See file dsdata.txt to determine how the superseded data were derived.
 GR1937
 GR1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6110897401(NAD 83)
 GR1937_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GR1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1937
 GR1937  HISTORY     - Date     Condition        Report By
 GR1937  HISTORY     - 1957     MONUMENTED       CGS
 GR1937  HISTORY     - 1966     SEE DESCRIPTION  USGS
 GR1937  HISTORY     - 1973     SEE DESCRIPTION  NGS
 GR1937  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR1937
 GR1937                          STATION DESCRIPTION
 GR1937
 GR1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR1937'THE STATION IS ABOUT 2-1/4 MILES WEST-SOUTHWEST OF THE FLAMINGO
 GR1937'HOTEL ON THE LAS VEGAS STRIP AND 0.6 MILE WEST OF THE RAILROAD
 GR1937'STATION AT BRACKEN, ON THE SUMMIT OF A LOW AND INCONSPICUOUS SANDY
 GR1937'RIDGE ON THE NORTH SIDE OF AN EAST-WEST BLACK-TOP AND OILED
 GR1937'ROAD.
 GR1937'
 GR1937'TO REACH FROM THE JUNCTION OF BOND ROAD AND U.S. HIGHWAY 91
 GR1937'AT THE TROPICANA HOTEL, GO NORTH ON U.S. HIGHWAY 91 FOR 1.75
 GR1937'MILES TO A RICHFIELD SERVICE STATION ON THE RIGHT AND A
 GR1937'PAVED ROAD ON THE LEFT.  TURN LEFT, WEST, FOR 0.55 MILE TO THE
 GR1937'RAILROAD CROSSING AT WELLS CARGO FREIGHT DEPOT.  CONTINUE
 GR1937'STRAIGHT AHEAD ACROSS THE TRACKS FOR 0.05 MILE TO A CROSSROAD,
 GR1937'THENCE TURN LEFT ON GRAVEL ROAD FOR 0.1 MILE TO A FORK.  TAKE
 GR1937'RIGHT FORK AND GO WEST AND SOUTHWEST FOR 0.55 MILE TO A
 GR1937'T-ROAD.  TURN RIGHT AND FOLLOW THE MAIN ROAD SOUTHWESTERLY
 GR1937'FOR 0.8 MILE TO A FORK.  TAKE RIGHT FORK, WEST, ON THE
 GR1937'GRAVEL AND BLACK-TOP ROAD FOR 0.9 MILE TO THE STATION SITE
 GR1937'ON THE NORTH SIDE OF THE ROAD.
 GR1937'
 GR1937'THE STATION, UNDERGROUND AND REFERENCE MARKS 1 AND 2 ARE STANDARD
 GR1937'DISKS SET IN CONCRETE POSTS.
 GR1937'
 GR1937'THE STATION MARK, STAMPED DODO 1957, PROJECTS ABOUT 1 INCH.
 GR1937'IT IS 118-1/2 FEET NORTH OF THE CENTER OF THE ROAD AND 6.94
 GR1937'FEET NORTH-NORTHWEST OF A WITNESS POST.
 GR1937'
 GR1937'REFERENCE MARK 1, STAMPED DODO NO 1 1957, PROJECTS ABOUT
 GR1937'1 INCH AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 GR1937'
 GR1937'REFERENCE MARK 2, STAMPED DODO NO 2 1957, IS ABOUT FLUSH
 GR1937'WITH THE GROUND AND ABOUT THE SAME ELEVATION AS THE STATION.
 GR1937
 GR1937                          STATION RECOVERY (1966)
 GR1937
 GR1937'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GR1937'STATION RECOVERED IN GOOD CONDITION.
 GR1937'
 GR1937'TO REACH FROM THE JUNCTION OF U.S. HWY 91 (LAS VEGAS BLVD) AND
 GR1937'TOPICANA AVE (OLD BOND RD) PROCEED W 0.5 MILE, PASSING OVER
 GR1937'FREEWAY INTERSTATE 15, TO FRONTAGE ROAD ON W SIDE OF FREEWAY.
 GR1937'TURN RIGHT (N), ON INDUSTRIAL ROAD 0.8 MILE TO SPRING MTN.
 GR1937'ROAD.  TURN LEFT (W) ON SPRING MTN ROAD AND GO 1.5 MILES TO
 GR1937'GRAVEL ROAD ON THE LEFT.  TURN LEFT (S) ON GRAVEL ROAD AND
 GR1937'GO 1.4 MILES TO TRACK ROAD ON LEFT.  TURN SW 0.3 MILE TO
 GR1937'STATION ON RIGHT.
 GR1937
 GR1937                          STATION RECOVERY (1973)
 GR1937
 GR1937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 GR1937'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 GR1937'GOOD CONDITION.  CONSTRUCTION OF A TRAILOR PARK AND A STREET IN THE
 GR1937'AREA DESTROYED REFERENCE MARK 2 AND CAUSED THE STATION TO BE MOVED
 GR1937'AT THIS TIME.  THE DISKS WERE REMOVED FROM THE OLD MONUMENTS AFTER
 GR1937'COMPLETION OF THE SURVEY.
 GR1937'
 GR1937'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 GR1937'SOUTHWEST OF LAS VEGAS.
 GR1937'
 GR1937'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GR1937
 GR1937                          STATION RECOVERY (1996)
 GR1937
 GR1937'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1943 ***********************************************************************
 GR1943  DESIGNATION -  DODO 2
 GR1943  PID         -  GR1943
 GR1943  STATE/COUNTY-  NV/CLARK
 GR1943  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1943
 GR1943                         *CURRENT SURVEY CONTROL
 GR1943  ___________________________________________________________________
 GR1943* NAD 83(1994)-  36 06 29.77421(N)    115 12 44.52218(W)     ADJUSTED  
 GR1943* NAVD 88     -       696.7    (meters)    2286.     (feet)  VERTCON   
 GR1943  ___________________________________________________________________
 GR1943  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 GR1943  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR1943
 GR1943  HORZ ORDER  -  SECOND
 GR1943
 GR1943.The horizontal coordinates were established by classical geodetic methods
 GR1943.and adjusted by the National Geodetic Survey in June 1998..
 GR1943
 GR1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1943
 GR1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1943
 GR1943.The geoid height was determined by GEOID03.
 GR1943
 GR1943;                    North         East     Units Scale Factor Converg.
 GR1943;SPC NV E     - 8,150,746.696   233,398.620   MT  0.99991374   +0 13 07.0
 GR1943;SPC NV E     -26,741,241.45    765,741.97   sFT  0.99991374   +0 13 07.0
 GR1943;UTM  11      - 3,997,436.862   660,902.616   MT  0.99991901   +1 03 13.3
 GR1943
 GR1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1943!SPC NV E     -   0.99989504  x   0.99991374  =   0.99980878
 GR1943!UTM  11      -   0.99989504  x   0.99991901  =   0.99981405
 GR1943
 GR1943:                Primary Azimuth Mark                     Grid Az
 GR1943:SPC NV E     -  LAS VEGAS TV STATION KLAS MAST           060 14 03.6
 GR1943:UTM  11      -  LAS VEGAS TV STATION KLAS MAST           059 23 57.3
 GR1943
 GR1943|---------------------------------------------------------------------|
 GR1943| PID    Reference Object                     Distance      Geod. Az  |
 GR1943|                                                           dddmmss.s |
 GR1943| GR1951 LAS VEGAS TV STATION KLAS MAST      APPROX. 5.1 KM 0602710.6 |
 GR1943| GR1879 AIRWAY BEACON USA 4                 APPROX.20.7 KM 0682144.7 |
 GR1943| GR1937 DODO                                208.892 METERS 10056     |
 GR1943| CC4663 DODO 2 RM 3                           5.011 METERS 17344     |
 GR1943| GR1942 DODO 2 RM 5 AZIMUTH                 405.842 METERS 1802937.1 |
 GR1943| CC4664 DODO 2 RM 4                           9.408 METERS 26157     |
 GR1943| GR1959 LAS VEGAS CHARLESTON HTS TANK       APPROX. 6.0 KM 3494206.0 |
 GR1943|---------------------------------------------------------------------|
 GR1943
 GR1943                          SUPERSEDED SURVEY CONTROL
 GR1943
 GR1943  NAD 83(1994)-  36 06 29.77426(N)    115 12 44.52732(W) AD(       ) 2
 GR1943  NAD 83(1992)-  36 06 29.77406(N)    115 12 44.52788(W) AD(       ) 2
 GR1943  NAD 83(1992)-  36 06 29.77261(N)    115 12 44.52758(W) AD(       ) 2
 GR1943  NAD 83(1986)-  36 06 29.76877(N)    115 12 44.51173(W) AD(       ) 2
 GR1943  NAD 27      -  36 06 29.87727(N)    115 12 41.51107(W) AD(       ) 2
 GR1943  NGVD 29 (07/19/86)  696.1    (m)         2284.     (f) VERT ANG       
 GR1943
 GR1943.Superseded values are not recommended for survey control.
 GR1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1943.See file dsdata.txt to determine how the superseded data were derived.
 GR1943
 GR1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6090397437(NAD 83)
 GR1943_MARKER: DS = TRIANGULATION STATION DISK
 GR1943_SETTING: 0 = UNSPECIFIED SETTING
 GR1943
 GR1943  HISTORY     - Date     Condition        Report By
 GR1943  HISTORY     - 1973     MONUMENTED       NGS
 GR1943
 GR1943                          STATION DESCRIPTION
 GR1943
 GR1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CN)
 GR1943'THE STATION IS LOCATED IN THE SOUTHWEST PART OF LAS VEGAS, ON
 GR1943'EASEMENT OF THE NEVADA ELECTRIC COMPANYS POWER LINE.  THE STATION
 GR1943'IS 1/2 MILE NORTH OF TROPICANA AVENUE AND 1/4 MILE WEST OF DECATUR
 GR1943'BLVD.
 GR1943'
 GR1943'THE STATION MARK IS A STANDARD DISK STAMPED, DODO 2 1973.  IT IS SET
 GR1943'IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.
 GR1943'IT SET IN LINE AND MIDWAY BETWEEN THE EAST CONCRETE FOUNDATIONS OF
 GR1943'AN ELECTRIC LINE STEEL TOWER.
 GR1943'
 GR1943'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, DODO 2 NO 3 1973.  IT IS
 GR1943'SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION SUPPORTING THE
 GR1943'SOUTHEAST LEG OF THE TOWER.
 GR1943'
 GR1943'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, DODO 2 NO 4 1973.  IT IS
 GR1943'SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 GR1943'INCHES.  IT IS SET IN LINE WITH THE WEST FOUNDATIONS OF THE TOWER.
 GR1943'
 GR1943'REFERENCE MARK 5 IS A STANDARD DISK STAMPED.  DODO 2 NO 5 1973.  IT
 GR1943'IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 GR1943'INCHES.  IT IS ABOUT 0.2 MILE SOUTH OF THE STATION, IN LINE WITH
 GR1943'THE SOUTH EDGE OF THE FIRST HIGHLINE TOWER SOUTH OF THE STATION.
 GR1943'
 GR1943'TO REACH THE STATION FROM THE TROPICANA AVENUE-INTERSTATE HIGHWAY 15
 GR1943'OVERCROSSING IN LAS VEGAS, GO WEST ALONG TROPICANA AVENUE FOR 1.6
 GR1943'MILES TO DECATUR BLVD ON THE RIGHT.  TURN RIGHT AND GO NORTH ALONG
 GR1943'DECATUR BLVD FOR 0.5 MILE TO A SIDE ROAD LEFT (HARMON ST.).  TURN
 GR1943'LEFT ALONG THE DIRT ROAD FOR 0.3 MILE TO A HIGHLINE CROSSING AND THE
 GR1943'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1942 ***********************************************************************
 GR1942  DESIGNATION -  DODO 2 RM 5 AZIMUTH
 GR1942  PID         -  GR1942
 GR1942  STATE/COUNTY-  NV/CLARK
 GR1942  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1942
 GR1942                         *CURRENT SURVEY CONTROL
 GR1942  ___________________________________________________________________
 GR1942* NAD 83(1994)-  36 06 16.60761(N)    115 12 44.66197(W)     ADJUSTED  
 GR1942* NAVD 88     -       695.0    (meters)    2280.     (feet)  VERTCON   
 GR1942  ___________________________________________________________________
 GR1942  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 GR1942  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR1942
 GR1942  HORZ ORDER  -  THIRD
 GR1942
 GR1942.The horizontal coordinates were established by classical geodetic methods
 GR1942.and adjusted by the National Geodetic Survey in June 1998..
 GR1942
 GR1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1942
 GR1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1942
 GR1942.The geoid height was determined by GEOID03.
 GR1942
 GR1942;                    North         East     Units Scale Factor Converg.
 GR1942;SPC NV E     - 8,150,340.894   233,396.672   MT  0.99991374   +0 13 06.9
 GR1942;SPC NV E     -26,739,910.08    765,735.58   sFT  0.99991374   +0 13 06.9
 GR1942;UTM  11      - 3,997,031.071   660,906.582   MT  0.99991902   +1 03 12.9
 GR1942
 GR1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1942!SPC NV E     -   0.99989530  x   0.99991374  =   0.99980905
 GR1942!UTM  11      -   0.99989530  x   0.99991902  =   0.99981433
 GR1942
 GR1942:                Primary Azimuth Mark                     Grid Az
 GR1942:SPC NV E     -  DODO 2                                   000 16 30.1
 GR1942:UTM  11      -  DODO 2                                   359 26 24.1
 GR1942
 GR1942|---------------------------------------------------------------------|
 GR1942| PID    Reference Object                     Distance      Geod. Az  |
 GR1942|                                                           dddmmss.s |
 GR1942| GR1943 DODO 2                              405.842 METERS 0002937.0 |
 GR1942| GR1937 DODO                                421.437 METERS 0294001.2 |
 GR1942|---------------------------------------------------------------------|
 GR1942
 GR1942                          SUPERSEDED SURVEY CONTROL
 GR1942
 GR1942  NAD 83(1994)-  36 06 16.60766(N)    115 12 44.66713(W) AD(       ) 3
 GR1942  NAD 83(1992)-  36 06 16.60746(N)    115 12 44.66767(W) AD(       ) 3
 GR1942  NAD 83(1992)-  36 06 16.60601(N)    115 12 44.66734(W) AD(       ) 3
 GR1942  NAD 83(1986)-  36 06 16.60217(N)    115 12 44.65161(W) AD(       ) 3
 GR1942  NAD 27      -  36 06 16.71036(N)    115 12 41.65131(W) AD(       ) 3
 GR1942  NGVD 29 (07/19/86)  694.4    (m)         2278.     (f) VERT ANG       
 GR1942
 GR1942.Superseded values are not recommended for survey control.
 GR1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1942.See file dsdata.txt to determine how the superseded data were derived.
 GR1942
 GR1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6090797031(NAD 83)
 GR1942_MARKER: DS = TRIANGULATION STATION DISK
 GR1942_SETTING: 0 = UNSPECIFIED SETTING
 GR1942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1942
 GR1942  HISTORY     - Date     Condition        Report By
 GR1942  HISTORY     - 1973     MONUMENTED       NGS
 GR1942
 GR1942                          STATION DESCRIPTION
 GR1942
 GR1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CN)
 GR1942'THE STATION DODO 2 IS LOCATED IN THE SOUTHWEST PART OF LAS VEGAS, ON
 GR1942'EASEMENT OF THE NEVADA ELECTRIC COMPANYS POWER LINE.  THE STATION
 GR1942'IS 1/2 MILE NORTH OF TROPICANA AVENUE AND 1/4 MILE WEST OF DECATUR
 GR1942'BLVD.
 GR1942'
 GR1942'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, DODO 2 NO 5 1973.
 GR1942'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 GR1942'ABOUT 2 INCHES.  IT IS ABOUT 0.2 MILE SOUTH OF THE STATION, IN LINE
 GR1942'WITH THE SOUTH EDGE OF THE FIRST HIGHLINE TOWER SOUTH OF THE
 GR1942'STATION.
 GR1942'
 GR1942'TO REACH THE STATION DODO 2 FROM THE TROPICANA AVENUE-INTERSTATE
 GR1942'HIGHWAY 15 OVERCROSSING IN LAS VEGAS, GO WEST ALONG TROPICANA AVENUE
 GR1942'FOR 1.6 MILES TO DECATUR BLVD ON THE RIGHT.  TURN RIGHT AND GO
 GR1942'NORTH ALONG DECATUR BLVD FOR 0.5 MILE TO A SIDE ROAD LEFT (HARMON
 GR1942'ST.).  TURN LEFT ALONG THE DIRT ROAD FOR 0.3 MILE TO A HIGHLINE
 GR1942'CROSSING AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0519 ***********************************************************************
 MV0519  DESIGNATION -  DOE
 MV0519  PID         -  MV0519
 MV0519  STATE/COUNTY-  NV/HUMBOLDT
 MV0519  USGS QUAD   -  THACKER PASS (1991)
 MV0519
 MV0519                         *CURRENT SURVEY CONTROL
 MV0519  ___________________________________________________________________
 MV0519* NAD 83(1994)-  41 37 31.33559(N)    118 00 19.71746(W)     ADJUSTED  
 MV0519* NAVD 88     -      1725.1    (meters)    5660.     (feet)  VERTCON   
 MV0519  ___________________________________________________________________
 MV0519  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 MV0519  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 MV0519
 MV0519  HORZ ORDER  -  THIRD
 MV0519
 MV0519.The horizontal coordinates were established by classical geodetic methods
 MV0519.and adjusted by the National Geodetic Survey in June 1998..
 MV0519
 MV0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0519
 MV0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0519
 MV0519.The geoid height was determined by GEOID03.
 MV0519
 MV0519;                    North         East     Units Scale Factor Converg.
 MV0519;SPC NV W     - 4,763,253.615   848,150.897   MT  0.99992852   +0 23 01.9
 MV0519;SPC NV W     -15,627,441.24  2,782,641.73   sFT  0.99992852   +0 23 01.9
 MV0519;UTM  11      - 4,608,671.168   416,241.635   MT  0.99968633   -0 40 04.6
 MV0519
 MV0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0519!SPC NV W     -   0.99973258  x   0.99992852  =   0.99966112
 MV0519!UTM  11      -   0.99973258  x   0.99968633  =   0.99941900
 MV0519
 MV0519|---------------------------------------------------------------------|
 MV0519| PID    Reference Object                     Distance      Geod. Az  |
 MV0519|                                                           dddmmss.s |
 MV0519| CS8504 DOE RM 1                              3.383 METERS 07137     |
 MV0519| CS8505 DOE RM 2                             10.110 METERS 14536     |
 MV0519|---------------------------------------------------------------------|
 MV0519
 MV0519                          SUPERSEDED SURVEY CONTROL
 MV0519
 MV0519  NAD 83(1991)-  41 37 31.33549(N)    118 00 19.71508(W) AD(       ) 3
 MV0519  NGVD 29 (11/09/93) 1724.0    (m)         5656.     (f) VERT ANG       
 MV0519
 MV0519.Superseded values are not recommended for survey control.
 MV0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0519.See file dsdata.txt to determine how the superseded data were derived.
 MV0519
 MV0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG1624208671(NAD 83)
 MV0519_MARKER: DD = SURVEY DISK
 MV0519_SETTING: 80 = SET IN A BOULDER
 MV0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0519+STABILITY: SURFACE MOTION
 MV0519
 MV0519  HISTORY     - Date     Condition        Report By
 MV0519  HISTORY     - 1958     MONUMENTED       USGS
 MV0519
 MV0519                          STATION DESCRIPTION
 MV0519
 MV0519'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MV0519'LOCATED ABOUT 12 MI WNW. OF OROVADA, 6.5 MI NW. OF RANCH.  ON EAST
 MV0519'EDGE OF DOUBLE H MOUNTAIN, ABOVE RIMROCK ON RIDGE BETWEEN TWO
 MV0519'CANYONS, N. AND E. OF TRACK RD., ON SLOPE DOWN TO E.
 MV0519'
 MV0519'TO REACH FROM OROVADA, DRIVE 7.5 MI W. ON KINGS RIVER RD. TO
 MV0519'RIGHT BEND.  TURN LEFT ACROSS CATTLEGUARD 1 MI TO Y-FORKS.  TAKE
 MV0519'RIGHT FORK 0.5 MI TO X-RDS.  TURN RIGHT 0.6 MI TO Y-FORKS.  TAKE
 MV0519'RIGHT FORK 1.8 MI TO X-RDS.  TURN LEFT 1.5 MI TO Y-FORKS AT DRAIN
 MV0519'X-ING.  TAKE RIGHT FORK UPHILL 2 MI TO SPRING CROSSING RD.,
 MV0519'CONTINUE ON RD. 0.8 MI.  TURN RIGHT FOLLOWING DROPPING RIDGE LINE
 MV0519'CROSS-COUNTRY 0.3 MI E. TO STATION AT SMALL SCATTERED OUTCROP.
 MV0519'
 MV0519'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---DOE 1958---, IN
 MV0519'1-1/2 X 2-FT FLAT-TOPPED ROCK PROJECTING 0.2 FT.
 MV0519'
 MV0519'RM 1--STANDARD RM TABLET STAMPED---NO 1 1958---, IN SMALL ROCK
 MV0519'OUTCROP, 0.7 FT LOWER THAN STATION MARK.
 MV0519'
 MV0519'RM 2--STANDARD RM TABLET STAMPED---NO 2 1958---, IN SMALL ROCK
 MV0519'OUTCROP, 3.2 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1919 ***********************************************************************
 GR1919  DESIGNATION -  DOG
 GR1919  PID         -  GR1919
 GR1919  STATE/COUNTY-  NV/LINCOLN
 GR1919  USGS QUAD   -  DOG BONE LAKE NORTH (1973)
 GR1919
 GR1919                         *CURRENT SURVEY CONTROL
 GR1919  ___________________________________________________________________
 GR1919* NAD 83(1994)-  36 56 30.40320(N)    115 22 49.70513(W)     ADJUSTED  
 GR1919* NAVD 88     -      1835.5    (meters)    6022.     (feet)  VERTCON   
 GR1919  ___________________________________________________________________
 GR1919  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 GR1919  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 GR1919
 GR1919  HORZ ORDER  -  SECOND
 GR1919
 GR1919.The horizontal coordinates were established by classical geodetic methods
 GR1919.and adjusted by the National Geodetic Survey in June 1998..
 GR1919
 GR1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1919
 GR1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1919
 GR1919.The geoid height was determined by GEOID03.
 GR1919
 GR1919;                    North         East     Units Scale Factor Converg.
 GR1919;SPC NV E     - 8,243,186.316   218,068.841   MT  0.99990402   +0 07 18.9
 GR1919;SPC NV E     -27,044,520.44    715,447.52   sFT  0.99990402   +0 07 18.9
 GR1919;UTM  11      - 4,089,638.863   644,214.261   MT  0.99985622   +0 58 24.6
 GR1919
 GR1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1919!SPC NV E     -   0.99971613  x   0.99990402  =   0.99962018
 GR1919!UTM  11      -   0.99971613  x   0.99985622  =   0.99957239
 GR1919
 GR1919:                Primary Azimuth Mark                     Grid Az
 GR1919:SPC NV E     -  EAST                                     008 17 36.0
 GR1919:UTM  11      -  EAST                                     007 26 30.3
 GR1919
 GR1919|---------------------------------------------------------------------|
 GR1919| PID    Reference Object                     Distance      Geod. Az  |
 GR1919|                                                           dddmmss.s |
 GR1919| HP0377 EAST                                APPROX.11.7 KM 0082454.9 |
 GR1919| CC4665 DOG RM 1                             11.089 METERS 15237     |
 GR1919| CC4666 DOG RM 2                             20.375 METERS 27235     |
 GR1919|---------------------------------------------------------------------|
 GR1919
 GR1919                          SUPERSEDED SURVEY CONTROL
 GR1919
 GR1919  NAD 83(1994)-  36 56 30.40253(N)    115 22 49.70209(W) AD(       ) 2
 GR1919  NAD 83(1992)-  36 56 30.40117(N)    115 22 49.69850(W) AD(       ) 2
 GR1919  NAD 83(1986)-  36 56 30.40028(N)    115 22 49.69922(W) AD(       ) 2
 GR1919  NAD 27      -  36 56 30.53806(N)    115 22 46.62980(W) AD(       ) 2
 GR1919  NGVD 29 (07/19/86) 1834.6    (m)         6019.     (f) VERT ANG       
 GR1919
 GR1919.Superseded values are not recommended for survey control.
 GR1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1919.See file dsdata.txt to determine how the superseded data were derived.
 GR1919
 GR1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA4421489639(NAD 83)
 GR1919_MARKER: DS = TRIANGULATION STATION DISK
 GR1919_SETTING: 80 = SET IN A BOULDER
 GR1919_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GR1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1919+STABILITY: SURFACE MOTION
 GR1919
 GR1919  HISTORY     - Date     Condition        Report By
 GR1919  HISTORY     - 1969     MONUMENTED       USGS
 GR1919  HISTORY     - 1969     GOOD             USGS
 GR1919  HISTORY     - 1973     GOOD             USGS
 GR1919
 GR1919                          STATION DESCRIPTION
 GR1919
 GR1919'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GR1919'LOCATED ABOUT 31.5 MI. (AIRLINE) SSW. OF ALAMO.  27.4 MI. SW. OF
 GR1919'PAHRANAGAT WILDLIFE REFUGE HEADQUARTERS.  21.8 MI. W. OF COYOTE
 GR1919'SPRINGS RANCH.  3.5 MI. W. OF THE W. EDGE OF A LARGE DRY LAKE.  ON
 GR1919'THE HIGHEST POINT OF A HIGH PROMINENT PEAK IN THE DESERT RANGE.
 GR1919'
 GR1919'REACHED BY HELICOPTER FROM PAHRANAGAT WILDLIFE REFUGE HEADQUARTERS
 GR1919'BY FLYING S. 30 DEG W. FOR ABOUT 27.4 MI. TO HIGHEST POINT IN
 GR1919'AREA.  LANDING IN SADDLE 150 YDS. S. OF STATION AND 100 FT. BELOW
 GR1919'STATION MARK.  SKID LANDING POSSIBLE AT STATION MARK.
 GR1919'
 GR1919'STATION MARK.  A STANDARD USGS TABLET STAMPED DOG 1969 CEMENTED IN
 GR1919'DRILL HOLE IN ROCK.
 GR1919'
 GR1919'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 GR1919'STAMPED NO 1 1969 CEMENTED IN DRILL HOLE IN ROCK.
 GR1919'
 GR1919'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 GR1919'STAMPED NO 2 1969 CEMENTED IN DRILL HOLE IN ROCK.
 GR1919
 GR1919                          STATION RECOVERY (1969)
 GR1919
 GR1919'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GR1919'LOCATED ABOUT 31.5 MI SSW. OF ALAMO, 27.4 MI SW. OF PAHRANAGAT
 GR1919'WILDLIFE REFUGE HEADQUARTERS, 21.8 MI W. OF COYOTE SPRINGS RANCH,
 GR1919'3.5 MI W. OF WEST EDGE OF LARGE, DRY LAKE.  ON HIGHEST POINT OF
 GR1919'HIGH, PROMINENT PEAK IN DESERT RANGE.
 GR1919'
 GR1919'REACHED BY HELICOPTER FROM PAHRANAGAT WILDLIFE REFUGE
 GR1919'HEADQUARTERS BY FLYING S. 30 DEGREES W. ABOUT 27.4 MI TO HIGHEST
 GR1919'POINT IN AREA, LANDING IN SADDLE 150 YRDS. S. OF STATION AND 100
 GR1919'FT. BELOW STATION MARK.  SKID LANDING POSSIBLE AT STATION MARK.
 GR1919'
 GR1919'STATION MARK--STANDARD TABLET STAMPED---DOG 1969---, CEMENTED IN
 GR1919'DRILL HOLE IN ROCK.
 GR1919'
 GR1919'RM 1--STANDARD RM TABLET STAMPED---NO 1 1969---, CEMENTED IN DRILL
 GR1919'HOLE IN ROCK.
 GR1919'
 GR1919'RM 2--STANDARD RM TABLET STAMPED---NO 2 1969---, CEMENTED IN DRILL
 GR1919'HOLE IN ROCK.
 GR1919
 GR1919                          STATION RECOVERY (1973)
 GR1919
 GR1919'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GR1919'RECOVERED AS DESCRIBED BY USGS IN 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1859 ***********************************************************************
 KR1859  DESIGNATION -  DOGSKIN
 KR1859  PID         -  KR1859
 KR1859  STATE/COUNTY-  NV/WASHOE
 KR1859  USGS QUAD   -  BEDELL FLAT (1980)
 KR1859
 KR1859                         *CURRENT SURVEY CONTROL
 KR1859  ___________________________________________________________________
 KR1859* NAD 83(1994)-  39 55 01.32096(N)    119 48 25.85145(W)     ADJUSTED  
 KR1859* NAVD 88     -      2276.2    (meters)    7468.     (feet)  VERTCON   
 KR1859  ___________________________________________________________________
 KR1859  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 KR1859  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 KR1859
 KR1859  HORZ ORDER  -  THIRD
 KR1859
 KR1859.The horizontal coordinates were established by classical geodetic methods
 KR1859.and adjusted by the National Geodetic Survey in June 1998..
 KR1859
 KR1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1859
 KR1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1859
 KR1859.The geoid height was determined by GEOID03.
 KR1859
 KR1859;                    North         East     Units Scale Factor Converg.
 KR1859;SPC NV W     - 4,574,118.360   695,373.599   MT  1.00003472   -0 47 07.4
 KR1859;SPC NV W     -15,006,919.99  2,281,404.88   sFT  1.00003472   -0 47 07.4
 KR1859;UTM  11      - 4,422,321.979   260,072.991   MT  1.00030873   -1 48 07.8
 KR1859
 KR1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1859!SPC NV W     -   0.99964671  x   1.00003472  =   0.99968142
 KR1859!UTM  11      -   0.99964671  x   1.00030873  =   0.99995533
 KR1859
 KR1859|---------------------------------------------------------------------|
 KR1859| PID    Reference Object                     Distance      Geod. Az  |
 KR1859|                                                           dddmmss.s |
 KR1859| CS7094 DOGSKIN RM 1                          3.039 METERS 18820     |
 KR1859| CS7095 DOGSKIN RM 2                          3.551 METERS 31912     |
 KR1859|---------------------------------------------------------------------|
 KR1859
 KR1859                          SUPERSEDED SURVEY CONTROL
 KR1859
 KR1859  NAD 83(1992)-  39 55 01.32401(N)    119 48 25.85087(W) AD(       ) 3
 KR1859  NAD 83(1990)-  39 55 01.33060(N)    119 48 25.84341(W) AD(       ) 3
 KR1859  NGVD 29 (10/14/92) 2275.1    (m)         7464.     (f) VERT ANG       
 KR1859
 KR1859.Superseded values are not recommended for survey control.
 KR1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1859.See file dsdata.txt to determine how the superseded data were derived.
 KR1859
 KR1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE6007322322(NAD 83)
 KR1859_MARKER: DS = TRIANGULATION STATION DISK
 KR1859_SETTING: 66 = SET IN ROCK OUTCROP
 KR1859_SP_SET: SET IN ROCK OUTCROP
 KR1859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1859+STABILITY: POSITION/ELEVATION WELL
 KR1859
 KR1859  HISTORY     - Date     Condition        Report By
 KR1859  HISTORY     - 1956     MONUMENTED       USGS
 KR1859  HISTORY     - 1963     GOOD             USGS
 KR1859
 KR1859                          STATION DESCRIPTION
 KR1859
 KR1859'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KR1859'LOCATED ABOUT 17.5 MI SE. OF DOYLE, CA, 13 MI SW. OF PYRAMID.  AT
 KR1859'NORTH END OF DOGSKIN MOUNTAINS, BETWEEN WINNEMUCCA VALLEY AND RED
 KR1859'ROCK VALLEY ON PROMINENT ROCKY TOP.
 KR1859'
 KR1859'SEE 1976 RECOVERY FOR TO REACH.
 KR1859'
 KR1859'STATION MARK--STANDARD TABLET STAMPED---DOGSKIN 1956---, CEMENTED
 KR1859'IN ROCK OUTCROP, 2 FT ABOVE GROUND.
 KR1859'
 KR1859'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN ROCK
 KR1859'OUTCROP.
 KR1859'
 KR1859'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN ROCK
 KR1859'OUTCROP.
 KR1859
 KR1859                          STATION RECOVERY (1963)
 KR1859
 KR1859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KR1859'RECOVERED AS DESCRIBED BY USGS IN 1956.
 KR1859'
 KR1859'1976 RECOVERY--REVISED TO REACH FROM FORM 9-1165.
 KR1859'
 KR1859'TO REACH FROM SPARKS POST OFFICE, DRIVE 0.2 MI W. ON PRATER WAY
 KR1859'TO PYRAMID WAY (STATE HWY. 33).  TURN RIGHT FOLLOWING HWY. 33 16.8
 KR1859'MI N. TO Y-RD. LEFT (WINNEMUCCA RANCH RD.).  TURN LEFT 14.6 MI TO
 KR1859'Y-RD. RIGHT TO ENTRANCE TO WINNEMUCCA RANCH.  KEEP LEFT 0.8 MI TO
 KR1859'TRACK RD. LEFT.  TURN LEFT FOLLOWING RD. UP CANYON 1.9 MI TO
 KR1859'Y-RD.  KEEP LEFT 1.3 MI TO Y-RD.  KEEP LEFT FOLLOWING DIM RD. UP
 KR1859'SIDEHILL 0.3 MI TO SMALL SADDLE ON RIDGE AND END OF TRUCK TRAVEL.
 KR1859'PACK SE. UP STEEP ROCKY RIDGE TO HIGHEST POINT OF DOGSKIN MTN.
 KR1859'AND STATION.  A 15-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0231 ***********************************************************************
 FS0231  DESIGNATION -  DOLLY
 FS0231  PID         -  FS0231
 FS0231  STATE/COUNTY-  NV/CLARK
 FS0231  USGS QUAD   -  STATE LINE PASS (1985)
 FS0231
 FS0231                         *CURRENT SURVEY CONTROL
 FS0231  ___________________________________________________________________
 FS0231* NAD 83(1994)-  35 38 41.37501(N)    115 23 03.57340(W)     ADJUSTED  
 FS0231* NAVD 88     -       805.66   (+/-2cm)    2643.2    (feet)  VERTCON   
 FS0231  ___________________________________________________________________
 FS0231  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 FS0231  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FS0231
 FS0231  HORZ ORDER  -  SECOND
 FS0231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0231
 FS0231.The horizontal coordinates were established by classical geodetic methods
 FS0231.and adjusted by the National Geodetic Survey in June 1998..
 FS0231
 FS0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0231.The vertical order pertains to the NGVD 29 superseded value.
 FS0231
 FS0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0231
 FS0231.The geoid height was determined by GEOID03.
 FS0231
 FS0231;                    North         East     Units Scale Factor Converg.
 FS0231;SPC NV E     - 8,099,284.111   218,021.561   MT  0.99990400   +0 06 57.5
 FS0231;SPC NV E     -26,572,401.29    715,292.40   sFT  0.99990400   +0 06 57.5
 FS0231;SPC CA 5     -   741,010.239 2,236,875.391   MT  1.00004370   +1 29 27.5
 FS0231;SPC CA 5     - 2,431,131.09  7,338,815.35   sFT  1.00004370   +1 29 27.5
 FS0231;UTM  11      - 3,945,757.725   646,273.275   MT  0.99986366   +0 56 30.2
 FS0231
 FS0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0231!SPC NV E     -   0.99987805  x   0.99990400  =   0.99978206
 FS0231!SPC CA 5     -   0.99987805  x   1.00004370  =   0.99992174
 FS0231!UTM  11      -   0.99987805  x   0.99986366  =   0.99974173
 FS0231
 FS0231|---------------------------------------------------------------------|
 FS0231| PID    Reference Object                     Distance      Geod. Az  |
 FS0231|                                                           dddmmss.s |
 FS0231| FS0233 DOLLY RM 1                            9.379 METERS 16529     |
 FS0231| FS1204 ARMY                                APPROX. 3.3 KM 1890700.7 |
 FS0231| FS0232 DOLLY RM 2                            9.620 METERS 25931     |
 FS0231|---------------------------------------------------------------------|
 FS0231
 FS0231                          SUPERSEDED SURVEY CONTROL
 FS0231
 FS0231  NAD 83(1992)-  35 38 41.37135(N)    115 23 03.57218(W) AD(1991.35) 2
 FS0231  NAD 83(1992)-  35 38 41.37328(N)    115 23 03.57136(W) AD(       ) 2
 FS0231  NAD 83(1992)-  35 38 41.36982(N)    115 23 03.57687(W) AD(       ) 2
 FS0231  NAD 83(1986)-  35 38 41.37552(N)    115 23 03.56895(W) AD(       ) 2
 FS0231  NAD 27      -  35 38 41.44030(N)    115 23 00.59620(W) AD(       ) 2
 FS0231  NGVD 29 (??/??/92)  804.854  (m)         2640.59   (f) ADJ UNCH    2 0
 FS0231
 FS0231.Superseded values are not recommended for survey control.
 FS0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0231.See file dsdata.txt to determine how the superseded data were derived.
 FS0231
 FS0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV4627345758(NAD 83)
 FS0231_MARKER: DS = TRIANGULATION STATION DISK
 FS0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0231_STAMPING: DOLLY 1958
 FS0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0231+STABILITY: SURFACE MOTION
 FS0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0231+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 FS0231
 FS0231  HISTORY     - Date     Condition        Report By
 FS0231  HISTORY     - 1958     MONUMENTED       CGS
 FS0231  HISTORY     - 1958     GOOD             CGS
 FS0231  HISTORY     - 20011019 GOOD             NVGS
 FS0231
 FS0231                          STATION DESCRIPTION
 FS0231
 FS0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS0231'THE STATION IS 10.0 MILES SOUTH-SOUTHWEST OF JEAN ALONG U.S.
 FS0231'HIGHWAY 91, 225 FEET WEST OF CENTER LINE OF THE HIGHWAY, 191
 FS0231'FEET WEST OF HIGHWAY RIGHT OF WAY MARKER (WOODEN POST) AND
 FS0231'9 FEET SOUTHWEST OF CONCRETE WITNESS POST.
 FS0231'
 FS0231'ALL MARKS ARE STANDARD DISKS STAMPED DOLLY 1958 WITH THE
 FS0231'REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
 FS0231'THE STATION MARK IS PROJECTING 1 FOOT AND EACH REFERENCE MARK
 FS0231'PROJECTS 2 INCHES.
 FS0231
 FS0231                          STATION RECOVERY (1958)
 FS0231
 FS0231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FS0231'10 MI S FROM JEAN.
 FS0231'10.0 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 FS0231'HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN, 395.0 FEET WEST OF THE
 FS0231'CENTER LINE OF THE HIGHWAY, 31.50 FEET EAST OF R.M. 2, 30.85
 FS0231'FEET NORTHWEST OF R.M. 1, 9.4 FEET SOUTHWEST OF A CONCRETE
 FS0231'WITNESS POST, SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 8
 FS0231'INCHES ABOVE GROUND SURFACE.
 FS0231
 FS0231                          STATION RECOVERY (2001)
 FS0231
 FS0231'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 FS0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0233 ***********************************************************************
 FS0233  DESIGNATION -  DOLLY RM 1
 FS0233  PID         -  FS0233
 FS0233  STATE/COUNTY-  NV/CLARK
 FS0233  USGS QUAD   -  STATE LINE PASS (1985)
 FS0233
 FS0233                         *CURRENT SURVEY CONTROL
 FS0233  ___________________________________________________________________
 FS0233* NAD 83(1986)-  35 38 37.     (N)    115 23 01.     (W)     SCALED    
 FS0233* NAVD 88     -       805.15   (+/-2cm)    2641.6    (feet)  VERTCON   
 FS0233  ___________________________________________________________________
 FS0233  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FS0233
 FS0233  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0233
 FS0233.The horizontal coordinates were scaled from a topographic map and have
 FS0233.an estimated accuracy of +/- 6 seconds.
 FS0233
 FS0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0233.The vertical order pertains to the NGVD 29 superseded value.
 FS0233
 FS0233.The geoid height was determined by GEOID03.
 FS0233
 FS0233;                    North         East    Units  Estimated Accuracy
 FS0233;SPC NV E     - 8,099,150.      218,090.      MT  (+/- 180 meters Scaled)
 FS0233
 FS0233                          SUPERSEDED SURVEY CONTROL
 FS0233
 FS0233  NGVD 29 (??/??/92)  804.346  (m)         2638.93   (f) ADJ UNCH    2 0
 FS0233
 FS0233.Superseded values are not recommended for survey control.
 FS0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0233.See file dsdata.txt to determine how the superseded data were derived.
 FS0233
 FS0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV463456(NAD 83)
 FS0233_MARKER: DR = REFERENCE MARK DISK
 FS0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0233_STAMPING: DOLLY NO 1 1958
 FS0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0233+STABILITY: SURFACE MOTION
 FS0233
 FS0233  HISTORY     - Date     Condition        Report By
 FS0233  HISTORY     - 1958     MONUMENTED       CGS
 FS0233
 FS0233                          STATION DESCRIPTION
 FS0233
 FS0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0233'10 MI S FROM JEAN.
 FS0233'10.0 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 FS0233'HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN, 378.0 FEET WEST OF THE
 FS0233'CENTER LINE OF HIGHWAY, 30.85 FEET SOUTHEAST OF STATION MARK, SET
 FS0233'IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0232 ***********************************************************************
 FS0232  DESIGNATION -  DOLLY RM 2
 FS0232  PID         -  FS0232
 FS0232  STATE/COUNTY-  NV/CLARK
 FS0232  USGS QUAD   -  STATE LINE PASS (1985)
 FS0232
 FS0232                         *CURRENT SURVEY CONTROL
 FS0232  ___________________________________________________________________
 FS0232* NAD 83(1986)-  35 38 37.     (N)    115 23 01.     (W)     SCALED    
 FS0232* NAVD 88     -       805.64   (+/-2cm)    2643.2    (feet)  VERTCON   
 FS0232  ___________________________________________________________________
 FS0232  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FS0232
 FS0232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0232
 FS0232.The horizontal coordinates were scaled from a topographic map and have
 FS0232.an estimated accuracy of +/- 6 seconds.
 FS0232
 FS0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0232.The vertical order pertains to the NGVD 29 superseded value.
 FS0232
 FS0232.The geoid height was determined by GEOID03.
 FS0232
 FS0232;                    North         East    Units  Estimated Accuracy
 FS0232;SPC NV E     - 8,099,150.      218,090.      MT  (+/- 180 meters Scaled)
 FS0232
 FS0232                          SUPERSEDED SURVEY CONTROL
 FS0232
 FS0232  NGVD 29 (??/??/92)  804.831  (m)         2640.52   (f) ADJ UNCH    2 0
 FS0232
 FS0232.Superseded values are not recommended for survey control.
 FS0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0232.See file dsdata.txt to determine how the superseded data were derived.
 FS0232
 FS0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV463456(NAD 83)
 FS0232_MARKER: DR = REFERENCE MARK DISK
 FS0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0232_STAMPING: DOLLY NO 2 1958
 FS0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0232+STABILITY: SURFACE MOTION
 FS0232
 FS0232  HISTORY     - Date     Condition        Report By
 FS0232  HISTORY     - 1958     MONUMENTED       CGS
 FS0232
 FS0232                          STATION DESCRIPTION
 FS0232
 FS0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0232'10 MI S FROM JEAN.
 FS0232'10.0 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 FS0232'HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN, 423.0 FEET WEST OF THE
 FS0232'CENTER LINE OF THE HIGHWAY, 31.50 FEET WEST OF STATION MARK, SET
 FS0232'IN A SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 FS0232'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0649 ***********************************************************************
 LQ0649  DESIGNATION -  DOLLY VARDEN
 LQ0649  PID         -  LQ0649
 LQ0649  STATE/COUNTY-  NV/ELKO
 LQ0649  USGS QUAD   -  DOLLY VARDEN SPRING (1982)
 LQ0649
 LQ0649                         *CURRENT SURVEY CONTROL
 LQ0649  ___________________________________________________________________
 LQ0649* NAD 83(1994)-  40 18 46.30163(N)    114 25 45.07067(W)     ADJUSTED  
 LQ0649* NAVD 88     -      1747.1    (meters)    5732.     (feet)  VERTCON   
 LQ0649  ___________________________________________________________________
 LQ0649  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 LQ0649  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 LQ0649
 LQ0649  HORZ ORDER  -  SECOND
 LQ0649
 LQ0649.The horizontal coordinates were established by classical geodetic methods
 LQ0649.and adjusted by the National Geodetic Survey in June 1998..
 LQ0649
 LQ0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0649
 LQ0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0649
 LQ0649.The geoid height was determined by GEOID03.
 LQ0649
 LQ0649;                    North         East     Units Scale Factor Converg.
 LQ0649;SPC NV E     - 8,617,987.625   298,097.081   MT  1.00001842   +0 44 48.3
 LQ0649;SPC NV E     -28,274,181.07    978,006.84   sFT  1.00001842   +0 44 48.3
 LQ0649;UTM  11      - 4,465,654.558   718,451.187   MT  1.00018747   +1 39 49.9
 LQ0649
 LQ0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0649!SPC NV E     -   0.99972892  x   1.00001842  =   0.99974733
 LQ0649!UTM  11      -   0.99972892  x   1.00018747  =   0.99991633
 LQ0649
 LQ0649:                Primary Azimuth Mark                     Grid Az
 LQ0649:SPC NV E     -  SUGAR LOAF                               091 32 27.2
 LQ0649:UTM  11      -  SUGAR LOAF                               090 37 25.6
 LQ0649
 LQ0649|---------------------------------------------------------------------|
 LQ0649| PID    Reference Object                     Distance      Geod. Az  |
 LQ0649|                                                           dddmmss.s |
 LQ0649| LQ0634 SUGAR LOAF                          APPROX.15.2 KM 0921715.5 |
 LQ0649| DD4876 DOLLY VARDEN RM 1                     6.154 METERS 16033     |
 LQ0649| DD4877 DOLLY VARDEN RM 2                     5.787 METERS 28602     |
 LQ0649|---------------------------------------------------------------------|
 LQ0649
 LQ0649                          SUPERSEDED SURVEY CONTROL
 LQ0649
 LQ0649  NAD 83(1994)-  40 18 46.30135(N)    114 25 45.07043(W) AD(       ) 2
 LQ0649  NAD 83(1986)-  40 18 46.29537(N)    114 25 45.06823(W) AD(       ) 2
 LQ0649  NAD 27      -  40 18 46.54200(N)    114 25 41.97800(W) AD(       ) 2
 LQ0649  NGVD 29 (07/19/86) 1746.0    (m)         5728.     (f) VERT ANG       
 LQ0649
 LQ0649.Superseded values are not recommended for survey control.
 LQ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0649.See file dsdata.txt to determine how the superseded data were derived.
 LQ0649
 LQ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE1845165655(NAD 83)
 LQ0649_MARKER: DS = TRIANGULATION STATION DISK
 LQ0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0649_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0649
 LQ0649  HISTORY     - Date     Condition        Report By
 LQ0649  HISTORY     - 1944     MONUMENTED       CGS
 LQ0649
 LQ0649                          STATION DESCRIPTION
 LQ0649
 LQ0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 LQ0649'STATION IS LOCATED ABOUT 9 MILES (AIR LINE) N OF BOONE SPRINGS,
 LQ0649'ABOUT 4 MILES (AIR LINE) SW OF U.S. HIGHWAY 50, 1/4 MILE W OF THE
 LQ0649'OLD MINING CAMP OF DOLLY VARDEN, ON THE LOW FOOTHILLS ON THE
 LQ0649'W SIDE OF ANTELOPE VALLEY.
 LQ0649'
 LQ0649'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE
 LQ0649'CYLINDER PROJECTING 3 INCHES ABOVE THE GROUND AND IS STAMPED
 LQ0649'DOLLY VARDEN 1944.  IT IS LOCATED 121 FEET SE OF THE CENTER
 LQ0649'LINE OF A TRACK ROAD AND APPARENTLY MARKS THE ORIGINAL QUARTER
 LQ0649'CORNER OF SECS. 8 AND 9, T. 28 N., R. 67 E.
 LQ0649'
 LQ0649'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 LQ0649'CYLINDER PROJECTING 1 INCH ABOVE THE GROUND AND IS STAMPED
 LQ0649'DOLLY VARDEN NO 1 1944.
 LQ0649'
 LQ0649'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 LQ0649'CYLINDER PROJECTING 2 INCHES ABOVE THE GROUND AND IS STAMPED
 LQ0649'DOLLY VARDEN NO 2 1944.
 LQ0649'
 LQ0649'TO REACH STATION FROM BOONE SPRINGS, GO NE ON U.S. HIGHWAY
 LQ0649'50 FOR 7.8 MILES TO A GRADED ROAD LEFT AND SIGN VICTORIA MINE
 LQ0649'12 MILES.  TURN LEFT AND GO N ON GRADED ROAD FOR 3.7 MILES
 LQ0649'TO A GROUP OF TREES ON RIGHT AND DESERTED BUILDINGS ON LEFT.
 LQ0649'TURN LEFT AROUND N SIDE OF BUILDINGS AND GO W ON TRACK ROAD
 LQ0649'FOR 0.25 MILE TO STATION ABOUT 40 YARDS S OF ROAD.
 LQ0649'
 LQ0649'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0737 ***********************************************************************
 MT0737  DESIGNATION -  DOME
 MT0737  PID         -  MT0737
 MT0737  STATE/COUNTY-  NV/ELKO
 MT0737  USGS QUAD   -  TWELVEMILE RANCH (1982)
 MT0737
 MT0737                         *CURRENT SURVEY CONTROL
 MT0737  ___________________________________________________________________
 MT0737* NAD 83(1994)-  41 23 28.76780(N)    114 12 31.52647(W)     ADJUSTED  
 MT0737* NAVD 88     -      1696.9    (meters)    5567.     (feet)  VERTCON   
 MT0737  ___________________________________________________________________
 MT0737  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 MT0737  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 MT0737
 MT0737  HORZ ORDER  -  SECOND
 MT0737
 MT0737.The horizontal coordinates were established by classical geodetic methods
 MT0737.and adjusted by the National Geodetic Survey in June 1998..
 MT0737
 MT0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0737
 MT0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0737
 MT0737.The geoid height was determined by GEOID03.
 MT0737
 MT0737;                    North         East     Units Scale Factor Converg.
 MT0737;SPC NV E     - 8,738,012.659   314,953.405   MT  1.00006257   +0 54 32.3
 MT0737;SPC NV E     -28,667,963.20  1,033,309.63   sFT  1.00006257   +0 54 32.3
 MT0737;SPC UT N     - 1,121,021.076   273,497.225   MT  0.99995984   -1 47 09.7
 MT0737;UTM  11      - 4,585,959.345   733,365.652   MT  1.00027027   +1 50 47.0
 MT0737
 MT0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0737!SPC NV E     -   0.99973649  x   1.00006257  =   0.99979904
 MT0737!SPC UT N     -   0.99973649  x   0.99995984  =   0.99969634
 MT0737!UTM  11      -   0.99973649  x   1.00027027  =   1.00000669
 MT0737
 MT0737:                Primary Azimuth Mark                     Grid Az
 MT0737:SPC NV E     -  RIDGE                                    044 18 05.2
 MT0737:SPC UT N     -  RIDGE                                    046 59 47.2
 MT0737:UTM  11      -  RIDGE                                    043 21 50.5
 MT0737
 MT0737|---------------------------------------------------------------------|
 MT0737| PID    Reference Object                     Distance      Geod. Az  |
 MT0737|                                                           dddmmss.s |
 MT0737| MT0728 RIDGE                               APPROX.14.8 KM 0451237.5 |
 MT0737| DD4878 DOME AZ MK                                         1412608.8 |
 MT0737| MT0734 MONTELLO LARGE ELEV BLACK TANK      APPROX.14.6 KM 1741853.8 |
 MT0737| DD4879 DOME RM 1                            12.957 METERS 22519     |
 MT0737| DD4880 DOME RM 2                            49.808 METERS 31131     |
 MT0737|---------------------------------------------------------------------|
 MT0737
 MT0737                          SUPERSEDED SURVEY CONTROL
 MT0737
 MT0737  NAD 83(1994)-  41 23 28.76783(N)    114 12 31.52632(W) AD(       ) 2
 MT0737  NAD 83(1986)-  41 23 28.76308(N)    114 12 31.52132(W) AD(       ) 2
 MT0737  NAD 27      -  41 23 29.04019(N)    114 12 28.45821(W) AD(       ) 2
 MT0737  NGVD 29 (07/19/86) 1695.8    (m)         5564.     (f) VERT ANG       
 MT0737
 MT0737.Superseded values are not recommended for survey control.
 MT0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0737.See file dsdata.txt to determine how the superseded data were derived.
 MT0737
 MT0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF3336685959(NAD 83)
 MT0737_MARKER: Z = SEE DESCRIPTION
 MT0737_SETTING: 0 = UNSPECIFIED SETTING
 MT0737
 MT0737  HISTORY     - Date     Condition        Report By
 MT0737  HISTORY     - 1940     MONUMENTED       CGS
 MT0737  HISTORY     - 1968     SEE DESCRIPTION  USGS
 MT0737
 MT0737                          STATION DESCRIPTION
 MT0737
 MT0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0737'STATION IS ABOUT 8 MILES NNW OF MONTELLO, ON SUMMIT OF A LOW,
 MT0737'LIGHT-COLORED LIMESTONE HILL, WHOSE E SLOPE IS PARTLY COVERED
 MT0737'WITH JUNIPER.  THERE ARE HILLS TO THE NW IN THE IMMEDIATE
 MT0737'VICINITY, WHICH ARE HIGHER.
 MT0737'
 MT0737'STATION MARK IS A STANDARD U.S.G.S. BENCH MARK, STAMPED
 MT0737'DOME 1939.  IT IS SET IN BEDROCK ABOUT 12 INCHES BELOW THE
 MT0737'SURFACE OF THE GROUND.
 MT0737'
 MT0737'REFERENCE MARK NO. 1 S A STANDARD U.S.G.S BRONZE DISK SET IN
 MT0737'BEDROCK, PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE.  IT
 MT0737'IS ABOUT 43 FEET SW OF THE STATION AND ABOUT 2 FEET LOWER IN
 MT0737'ELEVATION.
 MT0737'
 MT0737'REFERENCE MARK NO. 2 IS ABOUT 164 FEET (SLOPE DISTANCE) NW
 MT0737'OF THE STATION AND IS ABOUT 14 FEET LOWER IN ELEVATION.  IT IS
 MT0737'SET IN A ROCK OUTCROPPING, PROJECTING ABOUT 2 FEET ABOVE THE
 MT0737'SURFACE.
 MT0737'
 MT0737'MEASUREMENTS TO BOTH REFERENCE MARKS WERE MADE TO THE TIPS
 MT0737'OF THE ARROWS ON THEM, AND BOTH ARE STAMPED DOME 1939.
 MT0737'
 MT0737'AZIMUTH MARK IS THE U.S.G.S. BENCH MARK, ABOUT 1-1/2 MILES
 MT0737'SE AND SET IN AN 8-BY 8-INCH CONCRETE POST, PROJECTING ABOUT
 MT0737'6 INCHES ABOVE THE SURFACE.  ABOUT 40 FEET WNW OF THE CENTER
 MT0737'OF THE MAIN ROAD.
 MT0737'
 MT0737'REACHED FROM THE POST OFFICE IN MONTELLO, BY GOING EASTERLY
 MT0737'01 MILE.  THENCE LEFT AND FOLLOW MAIN ROAD NORTHERLY 7.5 MILES
 MT0737'TO 3 TRACKS ROADS, LEADING LEFT OFF MAIN ROAD AT U.S.G.S.  BENCH
 MT0737'MARK STAMPED 4920 FEET, GWM 27, 1939.  TURN LEFT ON THE THIRD
 MT0737'AND MOST NORTHERLY TRACK ROAD AND FOLLOW IT NORTHWESTERLY 2.4
 MT0737'MILES.  THENCE LEFT AND DRIVE CROSS COUNTRY, SOUTHERLY, UP
 MT0737'SMALL SAGEBRUSH HILL 0.35 MILE TO HIGHEST POINT AND STATION.
 MT0737
 MT0737                          STATION RECOVERY (1968)
 MT0737
 MT0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (GWI)
 MT0737'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 MT0737'411142, STATION 1004 EXCEPT AS FOLLOWS--
 MT0737'
 MT0737'STATION MARK--STANDARD USGS TABLET STAMPED DOME 1939 SET
 MT0737'IN BEDROCK, 1.45 FT. BELOW GROUND WITH A 6 INCH PIPE AROUND IT.
 MT0737'
 MT0737'REFERENCE MARK NO. 1--STANDARD USGS R.M. TABLET STAMPED
 MT0737'DOME 1939 NO 1 SET IN A BEDROCK OUTCROP PROJECTING 0.5 FT.
 MT0737'ABOVE GROUND.
 MT0737'
 MT0737'REFERENCE MARK NO. 2--STANDARD USGS R.M. TABLET STAMPED DOME
 MT0737'1939 NO 2 SET IN A LARGE ROCK OUTCROP PROJECTING 2.1 FT. ABOVE
 MT0737'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0224 ***********************************************************************
 GR0224  DESIGNATION -  DON
 GR0224  PID         -  GR0224
 GR0224  STATE/COUNTY-  NV/CLARK
 GR0224  USGS QUAD   -  OVERTON NW (1983)
 GR0224
 GR0224                         *CURRENT SURVEY CONTROL
 GR0224  ___________________________________________________________________
 GR0224* NAD 83(1994)-  36 43 02.66114(N)    114 27 38.89242(W)     ADJUSTED  
 GR0224* NAVD 88     -       638.288  (meters)    2094.12   (feet)  ADJUSTED  
 GR0224  ___________________________________________________________________
 GR0224  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 GR0224  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 GR0224  DYNAMIC HT  -         637.667 (meters)    2092.08  (feet)  COMP
 GR0224  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 GR0224
 GR0224  HORZ ORDER  -  SECOND
 GR0224  VERT ORDER  -  FIRST     CLASS II
 GR0224
 GR0224.The horizontal coordinates were established by classical geodetic methods
 GR0224.and adjusted by the National Geodetic Survey in June 1998..
 GR0224
 GR0224.The orthometric height was determined by differential leveling
 GR0224.and adjusted by the National Geodetic Survey in June 1991..
 GR0224
 GR0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0224
 GR0224.The geoid height was determined by GEOID03.
 GR0224
 GR0224.The dynamic height is computed by dividing the NAVD 88
 GR0224.geopotential number by the normal gravity value computed on the
 GR0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0224.degrees latitude (g = 980.6199 gals.).
 GR0224
 GR0224.The modeled gravity was interpolated from observed gravity values.
 GR0224
 GR0224;                    North         East     Units Scale Factor Converg.
 GR0224;SPC NV E     - 8,218,857.276   300,278.633   MT  1.00002385   +0 40 16.3
 GR0224;SPC NV E     -26,964,700.91    985,164.15   sFT  1.00002385   +0 40 16.3
 GR0224;UTM  11      - 4,066,529.574   726,782.424   MT  1.00023366   +1 31 07.5
 GR0224
 GR0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0224!SPC NV E     -   0.99990405  x   1.00002385  =   0.99992789
 GR0224!UTM  11      -   0.99990405  x   1.00023366  =   1.00013768
 GR0224
 GR0224|---------------------------------------------------------------------|
 GR0224| PID    Reference Object                     Distance      Geod. Az  |
 GR0224|                                                           dddmmss.s |
 GR0224| GR0225 DON RM 1                              7.701 METERS 18741     |
 GR0224| GR0226 DON RM 2                              9.381 METERS 22552     |
 GR0224| GR1900 LOS ANGELES SALT LK AWY BN 31A      APPROX. 6.4 KM 2355904.2 |
 GR0224|---------------------------------------------------------------------|
 GR0224
 GR0224                          SUPERSEDED SURVEY CONTROL
 GR0224
 GR0224  NAD 83(1994)-  36 43 02.66071(N)    114 27 38.89064(W) AD(       ) 2
 GR0224  NAD 83(1992)-  36 43 02.65974(N)    114 27 38.89129(W) AD(       ) 2
 GR0224  NAD 83(1986)-  36 43 02.65460(N)    114 27 38.88652(W) AD(       ) 2
 GR0224  NAD 27      -  36 43 02.75000(N)    114 27 35.95200(W) AD(       ) 2
 GR0224  NGVD 29 (07/19/86)  637.62   (m)         2091.9    (f) LEVELING    3  
 GR0224
 GR0224.Superseded values are not recommended for survey control.
 GR0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0224.See file dsdata.txt to determine how the superseded data were derived.
 GR0224
 GR0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2678266530(NAD 83)
 GR0224_MARKER: DS = TRIANGULATION STATION DISK
 GR0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0224_STAMPING: DON 1956
 GR0224_MARK LOGO: CGS   
 GR0224_PROJECTION: FLUSH
 GR0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0224+STABILITY: SURFACE MOTION
 GR0224
 GR0224  HISTORY     - Date     Condition        Report By
 GR0224  HISTORY     - 1957     MONUMENTED       CGS
 GR0224  HISTORY     - 1957     GOOD             NGS
 GR0224  HISTORY     - 1964     GOOD             CGS
 GR0224  HISTORY     - 1972     GOOD             LAWPC
 GR0224  HISTORY     - 19790227 GOOD             USGS
 GR0224  HISTORY     - 1982     GOOD             NGS
 GR0224
 GR0224                          STATION DESCRIPTION
 GR0224
 GR0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR0224'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF GLENDALE,
 GR0224'0.25 MILE SOUTH OF U.S. HIGHWAY 91 SECTION 14 T14S, R67E, 75
 GR0224'FEET SOUTH OF OLD ABANDONED HIGHWAY 91 AND 7-1/2 FEET NORTH OF
 GR0224'4 X 4 WITNESS POST.  IT IS A STANDARD DISK SET IN CONCRETE ABOUT
 GR0224'10 INCHES SQUARE AND IT IS SET FLUSH WITH THE GROUND SURFACE.
 GR0224'IT IS STAMPED DON 1956.
 GR0224'
 GR0224'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 GR0224'A BOULDER.  IT IS STAMPED DON NO 1 1956 AND PROJECTS ABOUT
 GR0224'4 INCHES.
 GR0224'
 GR0224'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 GR0224'A BOULDER.  IT IS STAMPED DON NO 2 1956 AND PROJECTS ABOUT
 GR0224'6 INCHES ABOVE THE GROUND SURFACE.
 GR0224'
 GR0224'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 19.1 FEET.
 GR0224'
 GR0224'TO REACH FROM THE STANDARD SERVICE STATION IN GLENDALE, GO
 GR0224'EASTERLY ON U.S. HIGHWAY 91 FOR 2.7 MILE TO THE JUNCTION WITH
 GR0224'STATE HIGHWAY 12, CONTINUE EASTERLY ON U.S. HIGHWAY 91 FOR
 GR0224'4.5 MILE TO WERE POWER LINES MAKE A DIAGONAL CROSSING OF HIGHWAY
 GR0224'TO THE SOUTHWEST, TURN RIGHT OFF HIGHWAY AND FOLLOW POWERLINES
 GR0224'SOUTHWESTERLY FOR 0.2 MILE TO OLD HIGHWAY 91, TURN LEFT (EAST)
 GR0224'FOR 0.05 MILE TO STATION ON SOUTH SIDE OF OLD ABANDONED HIGHWAY
 GR0224'91 AS DESCRIBED.
 GR0224
 GR0224                          STATION RECOVERY (1957)
 GR0224
 GR0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GR0224'23.6 MI SW FROM MESQUITE.
 GR0224'23.5 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0224'OFFICE IN MESQUITE, 4.65 MILES EAST OF THE JUNCTION WITH STATE ROUTE
 GR0224'12, 0.1 MILE WEST OF A 140, TURN SOUTH OF THE HIGHWAY FOR 0.1 MILE TO
 GR0224'ABANDONED HIGHWAY AND STATION 68 FEET SOUTH OF CENTER LINE OF HIGHWAY
 GR0224'AND 7.5 FEET NORTH OF A 4 X 4 WHITE WITNESS POST.  IT IS A STANDARD
 GR0224'DISK SET IN A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GR0224
 GR0224                          STATION RECOVERY (1964)
 GR0224
 GR0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GRC)
 GR0224'THE STATION, REFERENCE MARKS DON R.M. 1 AND DON R.M. 2, AND
 GR0224'AZIMUTH MARK Z 50 1944 WERE FOUND AS DESCRIBED, BUT DISTANCES
 GR0224'AND AZIMUTHS WERE NOT CHECKED.
 GR0224
 GR0224                          STATION RECOVERY (1972)
 GR0224
 GR0224'RECOVERY NOTE BY LA WTR AND PWR COMM 1972 (MSB)
 GR0224'DON 1956-RECOVERED IN GOOD CONDITION.
 GR0224
 GR0224                          STATION RECOVERY (1979)
 GR0224
 GR0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RWH)
 GR0224'RECOVERED IN GOOD CONDITION.
 GR0224
 GR0224                          STATION RECOVERY (1982)
 GR0224
 GR0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0224'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0224'11.4 KM (7.4 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR0224'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, THENCE 0.15 KM (0.1
 GR0224'MI) SOUTHEAST ACROSS COUNTRY TO THE OLD ABANDON HIGHWAY, THENCE 0.7 KM
 GR0224'(0.45 MI) NORTHEAST ALONG THE OLD ABANDON HIGHWAY, 20.7 METERS (68 FT)
 GR0224'SOUTHEAST OF THE CENTER OF THE OLD HIGHWAY, 45.2 METERS (148.5 FT)
 GR0224'EAST-SOUTHEAST ACROSS THE OLD HIGHWAY FROM THE SECOND POWER POLE
 GR0224'NORTHEAST OF A TRIPLE POWER POLE STRUCTURE, 9.4 METERS (31 FT)
 GR0224'NORTHEAST OF RM 2, 7.7 METERS (25 FT) NORTH OF RM 1.
 GR0224'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 GR0224'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1059 ***********************************************************************
 JR1059  DESIGNATION -  DON
 JR1059  PID         -  JR1059
 JR1059  STATE/COUNTY-  NV/LYON
 JR1059  USGS QUAD   -  DESERT CREEK PEAK (1988)
 JR1059
 JR1059                         *CURRENT SURVEY CONTROL
 JR1059  ___________________________________________________________________
 JR1059* NAD 83(1994)-  38 34 19.65987(N)    119 18 45.92847(W)     ADJUSTED  
 JR1059* NAVD 88     -      2422.1    (meters)    7947.     (feet)  VERTCON   
 JR1059  ___________________________________________________________________
 JR1059  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 JR1059  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JR1059
 JR1059  HORZ ORDER  -  THIRD
 JR1059
 JR1059.The horizontal coordinates were established by classical geodetic methods
 JR1059.and adjusted by the National Geodetic Survey in June 1998..
 JR1059
 JR1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1059
 JR1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1059
 JR1059.The geoid height was determined by GEOID03.
 JR1059
 JR1059;                    North         East     Units Scale Factor Converg.
 JR1059;SPC NV W     - 4,424,356.809   736,439.751   MT  0.99994973   -0 27 17.3
 JR1059;SPC NV W     -14,515,577.30  2,416,136.08   sFT  0.99994973   -0 27 17.3
 JR1059;SPC CA 3     -   730,634.850 2,103,463.566   MT  1.00003181   +0 43 36.7
 JR1059;SPC CA 3     - 2,397,091.17  6,901,113.38   sFT  1.00003181   +0 43 36.7
 JR1059;UTM  11      - 4,271,833.031   298,521.399   MT  1.00009992   -1 26 33.0
 JR1059
 JR1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1059!SPC NV W     -   0.99962393  x   0.99994973  =   0.99957368
 JR1059!SPC CA 3     -   0.99962393  x   1.00003181  =   0.99965573
 JR1059!UTM  11      -   0.99962393  x   1.00009992  =   0.99972381
 JR1059
 JR1059:                Primary Azimuth Mark                     Grid Az
 JR1059:SPC NV W     -  CAIRN ON MIDDLE SISTER                   168 20 24.5
 JR1059:SPC CA 3     -  CAIRN ON MIDDLE SISTER                   167 09 30.5
 JR1059:UTM  11      -  CAIRN ON MIDDLE SISTER                   169 19 40.2
 JR1059
 JR1059|---------------------------------------------------------------------|
 JR1059| PID    Reference Object                     Distance      Geod. Az  |
 JR1059|                                                           dddmmss.s |
 JR1059| JR1062 CAIRN ON MIDDLE SISTER              APPROX. 7.3 KM 1675307.2 |
 JR1059| JR1064 VON SCHMIDT 254 MI 49 CHN POST      APPROX. 4.1 KM 2245047.2 |
 JR1059| JR1069 T 30                                APPROX. 4.6 KM 2510757.8 |
 JR1059| JR1070 NORTHEAST CAIRN                     APPROX. 4.7 KM 3565134.4 |
 JR1059|---------------------------------------------------------------------|
 JR1059
 JR1059                          SUPERSEDED SURVEY CONTROL
 JR1059
 JR1059  NAD 83(1992)-  38 34 19.65902(N)    119 18 45.92855(W) AD(       ) 3
 JR1059  NAD 83(1986)-  38 34 19.62682(N)    119 18 45.91605(W) AD(       ) 3
 JR1059  NAD 27      -  38 34 19.89800(N)    119 18 42.24900(W) AD(       ) 3
 JR1059  NGVD 29 (03/15/94) 2420.7    (m)         7942.     (f) VERT ANG       
 JR1059
 JR1059.Superseded values are not recommended for survey control.
 JR1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1059.See file dsdata.txt to determine how the superseded data were derived.
 JR1059
 JR1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC9852171833(NAD 83)
 JR1059_MARKER: Z = SEE DESCRIPTION
 JR1059_SETTING: 0 = UNSPECIFIED SETTING
 JR1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1059
 JR1059  HISTORY     - Date     Condition        Report By
 JR1059  HISTORY     - 1894     MONUMENTED       CGS
 JR1059  HISTORY     - 1940     SEE DESCRIPTION  USFS
 JR1059  HISTORY     - 1955     GOOD             USGS
 JR1059  HISTORY     - 1957     GOOD             USGS
 JR1059  HISTORY     - 1974     SEE DESCRIPTION  USGS
 JR1059
 JR1059                          STATION DESCRIPTION
 JR1059
 JR1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (CHS)
 JR1059'STATION IS ON THE FIRST RIDGE TO THE N OF DESERT CREEK AND W OF
 JR1059'THE HEAD OF SMITHS VALLEY.  THE RIDGE TO THE S OF STATION IS
 JR1059'BALD AND N OF STATION IS WOODED.  STATION IS ON HIGHEST PART
 JR1059'OF RIDGE.
 JR1059
 JR1059                          STATION RECOVERY (1940)
 JR1059
 JR1059'RECOVERY NOTE BY US FOREST SERVICE 1940
 JR1059'RECOVERED DRILL HOLE IN ROCK.  PRESENT CONDITION OF MARK GOOD.
 JR1059
 JR1059                          STATION RECOVERY (1955)
 JR1059
 JR1059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JR1059'RECOVERED AS DESCRIBED BY CGS.
 JR1059
 JR1059                          STATION RECOVERY (1957)
 JR1059
 JR1059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JR1059'RECOVERED AS DESCRIBED BY CGS.
 JR1059'
 JR1059'TO REACH FROM WELLINGTON, GO 17.8 MI SSE. ON STATE HWY. 22 TO RD.
 JR1059'FORK AND USFS SIGN RICKEY MINE, DESERT CREEK, U.S. HWY. 395.
 JR1059'TAKE RIGHT FORK FOLLOWING BLADED RD. W. THEN NW. 6.4 MI TO RD.
 JR1059'FORK AT DESERT CREEK AND USFS SIGN DESERT CR TRAIL, STATE LINE
 JR1059'AND RICKEY MINE TRAIL, JACKSON CREEK TRAIL, LOBDELL LAKE.  TAKE
 JR1059'RD. FORK LEFT FOLLOWING EAST SIDE OF CREEK 0.1 MI TO END OF TRUCK
 JR1059'TRAVEL.  PACK S. ON EAST SIDE OF CREEK UPSTREAM ABOUT 0.1 MI TO
 JR1059'SECOND FENCE CROSSING DESERT CREEK.  CROSS CREEK AT FENCE AND
 JR1059'CONTINUE S. ON WEST SIDE OF CREEK ABOUT 100 YARDS.  PACK W. UP
 JR1059'PROMINENT SIDE DRAIN TO SADDLE AT TOP OF RIDGE.  THEN S. TO
 JR1059'HIGHEST POINT AND STATION.  ABOUT A 45-MINUTE PACK.
 JR1059
 JR1059                          STATION RECOVERY (1974)
 JR1059
 JR1059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WAO)
 JR1059'DRILL HOLE RECOVERED IN GOOD CONDITION.
 JR1059'
 JR1059'TO REACH FROM WELLINGTON, GO SSE ON NSH 22 FOR 17.8 MI TO A RD
 JR1059'FK AND USFS SIGN MARKED RICKEY MINE, DESERT CREEK, U.S. HY 395,
 JR1059'TAKE RIGHT FORK AND FOLLOW BLADED ROAD W AND THEN NW FOR 6.4 MI
 JR1059'TO RD FK AT DESERT CREEK, AND USFS SIGN MARKED DESERT CR TRAIL,
 JR1059'STATE LINE, RICKEY MINE TRAIL, JACKSON CREEK TRAIL, LOBDELL LAKE,
 JR1059'TAKE RD FK LEFT AND FOLLOW EAST SIDE OF CREEK FOR 0.1 MI TO END
 JR1059'OF TRUCK TRAVEL.  PACK S ON E SIDE OF CREEK (UPSTREAM) ABOUT
 JR1059'0.1 MI TO 2ND FENCE CROSSING DESERT CREEK, CROSS CREEK AT FENCE
 JR1059'AND CONTINUE S ON W SIDE OF CREEK FOR ABOUT 100 YDS, THEN
 JR1059'PACK W UP PROMINENT SIDE DRAIN TO SADDLE AT TOP OF RIDGE,
 JR1059'THENCE S TO HIGHEST POINT AND STATION.  ABOUT A 45 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0633 ***********************************************************************
 LQ0633  DESIGNATION -  DON
 LQ0633  PID         -  LQ0633
 LQ0633  STATE/COUNTY-  NV/ELKO
 LQ0633  USGS QUAD   -  WHITE HORSE PASS (1972)
 LQ0633
 LQ0633                         *CURRENT SURVEY CONTROL
 LQ0633  ___________________________________________________________________
 LQ0633* NAD 83(1994)-  40 22 02.73746(N)    114 08 02.82981(W)     ADJUSTED  
 LQ0633* NAVD 88     -      1566.02   (+/-2cm)    5137.9    (feet)  VERTCON   
 LQ0633  ___________________________________________________________________
 LQ0633  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 LQ0633  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 LQ0633
 LQ0633  HORZ ORDER  -  FIRST
 LQ0633  VERT ORDER  -  THIRD ? (See Below)
 LQ0633
 LQ0633.The horizontal coordinates were established by classical geodetic methods
 LQ0633.and adjusted by the National Geodetic Survey in June 1998..
 LQ0633
 LQ0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0633.The vertical order pertains to the NGVD 29 superseded value.
 LQ0633
 LQ0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0633
 LQ0633.The geoid height was determined by GEOID03.
 LQ0633
 LQ0633;                    North         East     Units Scale Factor Converg.
 LQ0633;SPC NV E     - 8,624,415.049   323,077.954   MT  1.00008641   +0 56 19.5
 LQ0633;SPC NV E     -28,295,268.37  1,059,964.92   sFT  1.00008641   +0 56 19.5
 LQ0633;SPC UT C     - 2,229,120.422   276,317.967   MT  0.99994194   -1 41 14.5
 LQ0633;UTM  11      - 4,472,482.676   743,331.028   MT  1.00032891   +1 51 25.6
 LQ0633
 LQ0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0633!SPC NV E     -   0.99975732  x   1.00008641  =   0.99984371
 LQ0633!SPC UT C     -   0.99975732  x   0.99994194  =   0.99969927
 LQ0633!UTM  11      -   0.99975732  x   1.00032891  =   1.00008615
 LQ0633
 LQ0633|---------------------------------------------------------------------|
 LQ0633| PID    Reference Object                     Distance      Geod. Az  |
 LQ0633|                                                           dddmmss.s |
 LQ0633| DD4882 DON RM 1                             26.060 METERS 19622     |
 LQ0633| DD4881 DON AZ MK                                          3045341.4 |
 LQ0633| DD4883 DON RM 2                              9.721 METERS 30834     |
 LQ0633|---------------------------------------------------------------------|
 LQ0633
 LQ0633                          SUPERSEDED SURVEY CONTROL
 LQ0633
 LQ0633  NAD 83(1994)-  40 22 02.73720(N)    114 08 02.82967(W) AD(       ) 1
 LQ0633  NAD 83(1986)-  40 22 02.73018(N)    114 08 02.82627(W) AD(       ) 1
 LQ0633  NAD 27      -  40 22 02.97600(N)    114 07 59.78500(W) AD(       ) 1
 LQ0633  NGVD 29 (07/19/86) 1564.97   (m)         5134.4    (f) LEVELING    3  
 LQ0633
 LQ0633.Superseded values are not recommended for survey control.
 LQ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0633.See file dsdata.txt to determine how the superseded data were derived.
 LQ0633
 LQ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE4333172483(NAD 83)
 LQ0633_MARKER: DS = TRIANGULATION STATION DISK
 LQ0633_SETTING: 80 = SET IN A BOULDER
 LQ0633_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LQ0633
 LQ0633  HISTORY     - Date     Condition        Report By
 LQ0633  HISTORY     - 1944     MONUMENTED       CGS
 LQ0633  HISTORY     - 1983     MARK NOT FOUND   DMA
 LQ0633
 LQ0633                          STATION DESCRIPTION
 LQ0633
 LQ0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 LQ0633'STATION IS ABOUT 5 MILES SSE OF THE FERGUSON MAINTENANCE STATION
 LQ0633'AND 26-1/2 MILES (AIR LINE) SSW OF WENDOVER, UTAH.
 LQ0633'
 LQ0633'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER PROJECTING
 LQ0633'6 INCHES ABOVE THE GROUND AND IS STAMPED DON 1944.  IT IS
 LQ0633'8-1/2 NW OF WITNESS POST AND IS 123 FEET SSW OF THE CENTER
 LQ0633'LINE OF ROAD FROM U.S. HIGHWAY 50 TO GOLD HILL AND IBAPAH.
 LQ0633'
 LQ0633'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 LQ0633'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  IT IS AT ABOUT
 LQ0633'THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED DON
 LQ0633'NO 1 1944.
 LQ0633'
 LQ0633'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 LQ0633'PROJECTING 3 INCHES ABOVE THE GROUND AND IS STAMPED DON NO
 LQ0633'2 1944.  IT IS ABOUT 8 INCHES HIGHER IN ELEVATION THAN THE
 LQ0633'STATION MARK AND 123-1/2 FEET SSW OF THE CENTER LINE OF ROAD
 LQ0633'FROM U.S. HIGHWAY 50 TO GOLD HILL AND IBAPAH.
 LQ0633'
 LQ0633'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK PROJECTING
 LQ0633'2 INCHES ABOVE THE GROUND AND IS STAMPED DON 1944.  IT IS 5
 LQ0633'FEET SSW OF WITNESS POST AND 89 FEET FROM THE CENTER LINE
 LQ0633'OF ROAD TO STATION.
 LQ0633'
 LQ0633'TO REACH STATION FROM THE FERGUSON MAINTENANCE STATION ABOUT
 LQ0633'23 MILES SSW OF WENDOVER, UTAH, GO SW ON U.S. HIGHWAY 50 FOR
 LQ0633'2.5 MILES TO A FORK AND SIGN IBAPAH GOLD HILL ON THE LEFT.
 LQ0633'TAKE LEFT FORK, A GRADED ROAD, SE FOR 3.7 MILES TO THE
 LQ0633'AZIMUTH-MARK WITNESS POST ON THE RIGHT.  CONTINUE FOR 0.4 MILE
 LQ0633'TO STATION AND WITNESS POST ON THE RIGHT.
 LQ0633'
 LQ0633'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 LQ0633
 LQ0633                          STATION RECOVERY (1983)
 LQ0633
 LQ0633'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (DAC)
 LQ0633'DON 1944 AZ MK, RM 1 AND RM 2 RECOVERED IN GOOD CONDITION.
 LQ0633'
 LQ0633'TO REACH DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0225 ***********************************************************************
 GR0225  DESIGNATION -  DON RM 1
 GR0225  PID         -  GR0225
 GR0225  STATE/COUNTY-  NV/CLARK
 GR0225  USGS QUAD   -  OVERTON NW (1983)
 GR0225
 GR0225                         *CURRENT SURVEY CONTROL
 GR0225  ___________________________________________________________________
 GR0225* NAD 83(1986)-  36 43 03.     (N)    114 27 39.     (W)     SCALED    
 GR0225* NAVD 88     -       638.255  (meters)    2094.01   (feet)  POSTED    
 GR0225  ___________________________________________________________________
 GR0225  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 GR0225  DYNAMIC HT  -         637.630 (meters)    2091.96  (feet)  COMP
 GR0225  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 GR0225
 GR0225  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GR0225
 GR0225.The horizontal coordinates were scaled from a topographic map and have
 GR0225.an estimated accuracy of +/- 6 seconds.
 GR0225
 GR0225.The orthometric height was determined by differential leveling
 GR0225.and adjusted by the National Geodetic Survey in 1992..
 GR0225.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GR0225.rate of 3.1 thru 4.0 mm/km.
 GR0225
 GR0225.The geoid height was determined by GEOID03.
 GR0225
 GR0225.The dynamic height is computed by dividing the NAVD 88
 GR0225.geopotential number by the normal gravity value computed on the
 GR0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0225.degrees latitude (g = 980.6199 gals.).
 GR0225
 GR0225.The modeled gravity was interpolated from observed gravity values.
 GR0225
 GR0225;                    North         East    Units  Estimated Accuracy
 GR0225;SPC NV E     - 8,218,870.      300,280.      MT  (+/- 180 meters Scaled)
 GR0225
 GR0225                          SUPERSEDED SURVEY CONTROL
 GR0225
 GR0225  NGVD 29 (??/??/92)  637.59   (m)         2091.8    (f) COMPUTED    2 0
 GR0225
 GR0225.Superseded values are not recommended for survey control.
 GR0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0225.See file dsdata.txt to determine how the superseded data were derived.
 GR0225
 GR0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA267665(NAD 83)
 GR0225_MARKER: DR = REFERENCE MARK DISK
 GR0225_SETTING: 80 = SET IN A BOULDER
 GR0225_SP_SET: BOULDER
 GR0225_STAMPING: DON NO 1 1956
 GR0225_MARK LOGO: CGS   
 GR0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0225+STABILITY: SURFACE MOTION
 GR0225
 GR0225  HISTORY     - Date     Condition        Report By
 GR0225  HISTORY     - 1956     MONUMENTED       CGS
 GR0225  HISTORY     - 1957     GOOD             NGS
 GR0225  HISTORY     - 19790227 GOOD             USGS
 GR0225  HISTORY     - 1982     GOOD             NGS
 GR0225
 GR0225                          STATION DESCRIPTION
 GR0225
 GR0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0225'23.6 MI SW FROM MESQUITE.
 GR0225'23.5 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0225'OFFICE IN MESQUITE, 4.65 MILES EAST FROM THE JUNCTION WITH STATE ROUTE
 GR0225'12, 0.1 MILE WEST OF A 140, TURN SOUTH OFF HIGHWAY FOR 0.1 MILE TO
 GR0225'ABANDONED HIGHWAY AND STATION SITE.  IT IS A STANDARD DISK SET IN A
 GR0225'BOULDER AND PROJECTS 3 INCHES, 25.27 FEET SOUTHWEST OF THE STATION.
 GR0225
 GR0225                          STATION RECOVERY (1979)
 GR0225
 GR0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RWH)
 GR0225'RECOVERED IN GOOD CONDITION.
 GR0225
 GR0225                          STATION RECOVERY (1982)
 GR0225
 GR0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0225'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0225'11.4 KM (7.4 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR0225'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, THENCE 0.15 KM (0.1
 GR0225'MI) SOUTHEAST ACROSS COUNTRY TO THE OLD ABANDON HIGHWAY, THENCE 0.7 KM
 GR0225'(0.45 MI) NORTHEAST ALONG THE OLD ABANDON HIGHWAY, IN THE TOP CENTER
 GR0225'OF A 1 BY 1 FOOT BOULDER, 25.9 METERS (85 FT) SOUTHEAST OF THE CENTER
 GR0225'OF THE OLD HIGHWAY, 49.7 METERS (163 FT) SOUTHEAST ACROSS THE OLD
 GR0225'HIGHWAY FROM THE SECOND POWER POLE NORTHEAST OF A TRIPLE POWER POLE
 GR0225'STRUCTURE, 7.7 METERS (25 FT) SOUTH OF THE STATION, 5.8 METERS (19 FT)
 GR0225'EAST OF RM 2.
 GR0225'THE MARK IS 8.2 METERS  S FROM A WITNESS POST.
 GR0225'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0226 ***********************************************************************
 GR0226  DESIGNATION -  DON RM 2
 GR0226  PID         -  GR0226
 GR0226  STATE/COUNTY-  NV/CLARK
 GR0226  USGS QUAD   -  OVERTON NW (1983)
 GR0226
 GR0226                         *CURRENT SURVEY CONTROL
 GR0226  ___________________________________________________________________
 GR0226* NAD 83(1986)-  36 43 03.     (N)    114 27 39.     (W)     SCALED    
 GR0226* NAVD 88     -       638.209  (meters)    2093.86   (feet)  POSTED    
 GR0226  ___________________________________________________________________
 GR0226  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 GR0226  DYNAMIC HT  -         637.590 (meters)    2091.83  (feet)  COMP
 GR0226  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 GR0226
 GR0226  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GR0226
 GR0226.The horizontal coordinates were scaled from a topographic map and have
 GR0226.an estimated accuracy of +/- 6 seconds.
 GR0226
 GR0226.The orthometric height was determined by differential leveling
 GR0226.and adjusted by the National Geodetic Survey in 1992..
 GR0226.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GR0226.rate of 3.1 thru 4.0 mm/km.
 GR0226
 GR0226.The geoid height was determined by GEOID03.
 GR0226
 GR0226.The dynamic height is computed by dividing the NAVD 88
 GR0226.geopotential number by the normal gravity value computed on the
 GR0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0226.degrees latitude (g = 980.6199 gals.).
 GR0226
 GR0226.The modeled gravity was interpolated from observed gravity values.
 GR0226
 GR0226;                    North         East    Units  Estimated Accuracy
 GR0226;SPC NV E     - 8,218,870.      300,280.      MT  (+/- 180 meters Scaled)
 GR0226
 GR0226                          SUPERSEDED SURVEY CONTROL
 GR0226
 GR0226  NGVD 29 (??/??/92)  637.54   (m)         2091.7    (f) COMPUTED    2 0
 GR0226
 GR0226.Superseded values are not recommended for survey control.
 GR0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0226.See file dsdata.txt to determine how the superseded data were derived.
 GR0226
 GR0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA267665(NAD 83)
 GR0226_MARKER: DR = REFERENCE MARK DISK
 GR0226_SETTING: 80 = SET IN A BOULDER
 GR0226_SP_SET: BOULDER
 GR0226_STAMPING: DON NO 2 1956
 GR0226_MARK LOGO: CGS   
 GR0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0226+STABILITY: SURFACE MOTION
 GR0226
 GR0226  HISTORY     - Date     Condition        Report By
 GR0226  HISTORY     - 1956     MONUMENTED       CGS
 GR0226  HISTORY     - 1957     GOOD             NGS
 GR0226  HISTORY     - 19790227 GOOD             USGS
 GR0226  HISTORY     - 1982     GOOD             NGS
 GR0226
 GR0226                          STATION DESCRIPTION
 GR0226
 GR0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0226'23.6 MI SW FROM MESQUITE.
 GR0226'23.5 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0226'OFFICE IN MESQUITE, 4.65 MILES EAST FROM THE JUNCTION WITH STATE ROUTE
 GR0226'12, 0.1 MILE WEST OF A 140, TURN SOUTH OFF HIGHWAY FOR 0.1 MILE TO
 GR0226'ABANDONED HIGHWAY AND STATION SITE, 30.77 FEET WEST OF STATION MARK, A
 GR0226'STANDARD DISK SET IN A BOULDER AND PROJECTS 3 INCHES.
 GR0226
 GR0226                          STATION RECOVERY (1979)
 GR0226
 GR0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RWH)
 GR0226'RECOVERED IN GOOD CONDITION.
 GR0226
 GR0226                          STATION RECOVERY (1982)
 GR0226
 GR0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0226'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0226'11.4 KM (7.4 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR0226'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, THENCE 0.15 KM (0.1
 GR0226'MI) SOUTHEAST ACROSS COUNTRY TO THE OLD ABANDON HIGHWAY, THENCE 0.7 KM
 GR0226'(0.45 MI) NORTHEAST ALONG THE OLD ABANDON HIGHWAY, IN TOP OF A 1 BY 2
 GR0226'FOOT BOULDER PROJECTING 0.5 FOOT, 21.6 METERS (71 FT) SOUTHEAST OF THE
 GR0226'CENTER OF THE OLD HIGHWAY, 45.1 METERS (148 FT) SOUTHEAST ACROSS THE
 GR0226'OLD HIGHWAY FROM THE SECOND POWER POLE NORTHEAST OF A TRIPLE POWER
 GR0226'POLE STRUCTURE, 9.4 METERS (31 FT) SOUTHWEST OF THE STATION, 5.8
 GR0226'METERS (19 FT) WEST OF RM 1.
 GR0226'THE MARK IS 10.0 METERS  SW FROM A WITNESS POST.
 GR0226'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0120 ***********************************************************************
 KQ0120  DESIGNATION -  DORY
 KQ0120  PID         -  KQ0120
 KQ0120  STATE/COUNTY-  NV/LANDER
 KQ0120  USGS QUAD   -  BARTON SPRING (1986)
 KQ0120
 KQ0120                         *CURRENT SURVEY CONTROL
 KQ0120  ___________________________________________________________________
 KQ0120* NAD 83(1994)-  39 32 42.62862(N)    116 58 05.28947(W)     ADJUSTED  
 KQ0120* NAVD 88     -      2065.627  (meters)    6776.98   (feet)  ADJUSTED  
 KQ0120  ___________________________________________________________________
 KQ0120  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 KQ0120  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 KQ0120  DYNAMIC HT  -        2063.469 (meters)    6769.90  (feet)  COMP
 KQ0120  MODELED GRAV-     979,508.0   (mgal)                       NAVD 88
 KQ0120
 KQ0120  HORZ ORDER  -  SECOND
 KQ0120  VERT ORDER  -  SECOND    CLASS 0
 KQ0120
 KQ0120.The horizontal coordinates were established by classical geodetic methods
 KQ0120.and adjusted by the National Geodetic Survey in June 1998..
 KQ0120
 KQ0120.The orthometric height was determined by differential leveling
 KQ0120.and adjusted by the National Geodetic Survey in June 1991..
 KQ0120
 KQ0120.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0120
 KQ0120.The geoid height was determined by GEOID03.
 KQ0120
 KQ0120.The dynamic height is computed by dividing the NAVD 88
 KQ0120.geopotential number by the normal gravity value computed on the
 KQ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0120.degrees latitude (g = 980.6199 gals.).
 KQ0120
 KQ0120.The modeled gravity was interpolated from observed gravity values.
 KQ0120
 KQ0120;                    North         East     Units Scale Factor Converg.
 KQ0120;SPC NV C     - 6,532,161.501   474,088.958   MT  0.99990826   -0 11 31.0
 KQ0120;SPC NV C     -21,430,933.19  1,555,406.86   sFT  0.99990826   -0 11 31.0
 KQ0120;UTM  11      - 4,377,278.520   502,737.864   MT  0.99960009   +0 01 13.0
 KQ0120
 KQ0120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0120!SPC NV C     -   0.99967941  x   0.99990826  =   0.99958770
 KQ0120!UTM  11      -   0.99967941  x   0.99960009  =   0.99927963
 KQ0120
 KQ0120:                Primary Azimuth Mark                     Grid Az
 KQ0120:SPC NV C     -  BATES MOUNTAIN CAIRN                     084 06 08.8
 KQ0120:UTM  11      -  BATES MOUNTAIN CAIRN                     083 53 24.8
 KQ0120
 KQ0120|---------------------------------------------------------------------|
 KQ0120| PID    Reference Object                     Distance      Geod. Az  |
 KQ0120|                                                           dddmmss.s |
 KQ0120| KQ0539 BATES MOUNTAIN CAIRN                APPROX.16.5 KM 0835437.8 |
 KQ0120| KQ0119 DORY AZ MK                                         2243558.6 |
 KQ0120| KQ0121 DORY RM 1                            13.162 METERS 25951     |
 KQ0120| KQ0542 T19 20N R44 45E SECS 1 6 31 36       55.361 METERS 35817     |
 KQ0120|---------------------------------------------------------------------|
 KQ0120
 KQ0120                          SUPERSEDED SURVEY CONTROL
 KQ0120
 KQ0120  NAD 83(1986)-  39 32 42.62923(N)    116 58 05.27882(W) AD(       ) 2
 KQ0120  NAD 27      -  39 32 42.90000(N)    116 58 01.96600(W) AD(       ) 2
 KQ0120  NGVD 29 (??/??/92) 2064.305  (m)         6772.64   (f) ADJ UNCH    2 0
 KQ0120
 KQ0120.Superseded values are not recommended for survey control.
 KQ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0120.See file dsdata.txt to determine how the superseded data were derived.
 KQ0120
 KQ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND0273877279(NAD 83)
 KQ0120_MARKER: DS = TRIANGULATION STATION DISK
 KQ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0120_STAMPING: DORY 1954
 KQ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0120+STABILITY: SURFACE MOTION
 KQ0120
 KQ0120  HISTORY     - Date     Condition        Report By
 KQ0120  HISTORY     - 1954     MONUMENTED       CGS
 KQ0120  HISTORY     - 1955     GOOD             NGS
 KQ0120  HISTORY     - 1968     GOOD             CGS
 KQ0120
 KQ0120                          STATION DESCRIPTION
 KQ0120
 KQ0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0120'THE STATION IS LOCATED ON A LOW BRUSH COVERED RIDGE, ABOUT
 KQ0120'6-1/2 MILES NORTHEAST OF AUSTIN, 5 MILES NORTH OF U.S.  HIGHWAY
 KQ0120'50 AND ABOUT 1/2 MILE WEST OF THE NEW GRASS VALLEY ROAD.
 KQ0120'
 KQ0120'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN, GO EAST ON
 KQ0120'U.S. HIGHWAY 50 FOR 5.2 MILES TO A GRAVELED SIDE ROAD LEFT AT
 KQ0120'A SIGN (GRASS VALLEY 25, CORTEZ 58).  TURN LEFT ON THE GRAVELED
 KQ0120'ROAD AND GO NORTH FOR 2.1 MILES TO A FORK.  KEEP LEFT ON THE
 KQ0120'MAIN ROAD AND GO 2.1 MILES TO RANCH BUILDINGS ON THE RIGHT.
 KQ0120'CONTINUE ON THE MAIN ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON
 KQ0120'THE LEFT.  CONTINUE ON THE MAIN ROAD FOR 0.2 MILE TO WHERE THE
 KQ0120'NEW ROAD LEAVES THE OLD ROAD ON THE LEFT.  TURN LEFT ON THE
 KQ0120'OLD ROAD AND GO IN A NORTHERLY DIRECTION FOR 0.5 MILE TO THE
 KQ0120'TOP OF THE RIDGE AND THE STATION ON THE LEFT.
 KQ0120'
 KQ0120'THE STATION MARK IS A STANDARD DISK SET IN A ROUND CONCRETE
 KQ0120'POST THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED DORY 1954.
 KQ0120'THE MARK IS 20 FEET NORTH OF A GRAVELED ROAD, NOW ABANDONED,
 KQ0120'AND IS 8 FEET EAST OF A WHITE WITNESS POST.
 KQ0120'
 KQ0120'REFERENCE MARK 1 IS A STANDARD DISK SET IN A ROUND CONCRETE
 KQ0120'POST THAT IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED DORY
 KQ0120'NO 1 1954.
 KQ0120'
 KQ0120'A U.S. GENERAL LAND OFFICE DISK RIVETED TO A 2-INCH PIPE THAT
 KQ0120'PROJECTS 18 INCHES CAN BE USED AS REFERENCE MARK 2.  THE DISK
 KQ0120'IS STAMPED T 19 N R 44 E R45 E S 36 S 31 S 1 S6 1910.
 KQ0120'
 KQ0120'THE AZIMUTH MARK IS A STANDARD DISK SET IN A ROUND CONCRETE
 KQ0120'POST THAT IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED DORY
 KQ0120'1954.  THE MARK IS 60 FEET WEST OF THE GRAVELED ROAD ON THE WAY
 KQ0120'TO THE STATION.  IT IS 58 FEET WEST OF A WIRE FENCE AND 12
 KQ0120'FEET SOUTHWEST OF A WHITE WITNESS POST.
 KQ0120
 KQ0120                          STATION RECOVERY (1955)
 KQ0120
 KQ0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KQ0120'10.7 MI NE FROM AUSTIN.
 KQ0120'5.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0120'AT AUSTIN, THENCE 4.8 MILES NORTHEAST ALONG GRASS VALLEY ROAD (FORMER
 KQ0120'STATE HIGHWAY 21), THENCE 0.5 MILE NORTHEAST ALONG THE OLD ABANDONED
 KQ0120'STATE HIGHWAY 21, ON THE TOP OF A RIDGE, ABOUT 0.1 MILE NORTH OF GRASS
 KQ0120'VALLEY ROAD, 181.7 FEET SOUTH OF DORY R.M. 2 (GLO), 43.0 FEET EAST OF
 KQ0120'DORY R.M. 1, 26 1/2 FEET NORTH OF THE CENTER LINE OF THE ABANDONED
 KQ0120'HIGHWAY, 7.3 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 KQ0120'ABANDONED HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KQ0120'0.3 FOOT ABOVE THE GROUND.
 KQ0120
 KQ0120                          STATION RECOVERY (1968)
 KQ0120
 KQ0120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JY)
 KQ0120'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0119 ***********************************************************************
 KQ0119  DESIGNATION -  DORY AZ MK
 KQ0119  PID         -  KQ0119
 KQ0119  STATE/COUNTY-  NV/LANDER
 KQ0119  USGS QUAD   -  BARTON SPRING (1986)
 KQ0119
 KQ0119                         *CURRENT SURVEY CONTROL
 KQ0119  ___________________________________________________________________
 KQ0119* NAD 83(1986)-  39 32 19.     (N)    116 58 30.     (W)     SCALED    
 KQ0119* NAVD 88     -      2028.183  (meters)    6654.13   (feet)  ADJUSTED  
 KQ0119  ___________________________________________________________________
 KQ0119  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 KQ0119  DYNAMIC HT  -        2026.057 (meters)    6647.16  (feet)  COMP
 KQ0119  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 KQ0119
 KQ0119  VERT ORDER  -  SECOND    CLASS 0
 KQ0119
 KQ0119.The horizontal coordinates were scaled from a topographic map and have
 KQ0119.an estimated accuracy of +/- 6 seconds.
 KQ0119
 KQ0119.The orthometric height was determined by differential leveling
 KQ0119.and adjusted by the National Geodetic Survey in June 1991..
 KQ0119
 KQ0119.The geoid height was determined by GEOID03.
 KQ0119
 KQ0119.The dynamic height is computed by dividing the NAVD 88
 KQ0119.geopotential number by the normal gravity value computed on the
 KQ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0119.degrees latitude (g = 980.6199 gals.).
 KQ0119
 KQ0119.The modeled gravity was interpolated from observed gravity values.
 KQ0119
 KQ0119;                    North         East    Units  Estimated Accuracy
 KQ0119;SPC NV C     - 6,531,440.      473,500.      MT  (+/- 180 meters Scaled)
 KQ0119
 KQ0119                          SUPERSEDED SURVEY CONTROL
 KQ0119
 KQ0119  NGVD 29 (??/??/92) 2026.86   (m)         6649.8    (f) COMPUTED    2 0
 KQ0119
 KQ0119.Superseded values are not recommended for survey control.
 KQ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0119.See file dsdata.txt to determine how the superseded data were derived.
 KQ0119
 KQ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND021765(NAD 83)
 KQ0119_MARKER: DZ = AZIMUTH MARK DISK
 KQ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0119_STAMPING: DORY 1954
 KQ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0119+STABILITY: SURFACE MOTION
 KQ0119
 KQ0119  HISTORY     - Date     Condition        Report By
 KQ0119  HISTORY     - 1954     MONUMENTED       CGS
 KQ0119  HISTORY     - 1955     GOOD             NGS
 KQ0119
 KQ0119                          STATION DESCRIPTION
 KQ0119
 KQ0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0119'10.1 MI E FROM AUSTIN.
 KQ0119'5.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0119'AT AUSTIN, THENCE 4.7 MILES NORTHEAST ALONG GRASS VALLEY ROAD (FORMER
 KQ0119'STATE HIGHWAY 21),      0.7 MILE SOUTHWEST OF TRIANGULATION STATION
 KQ0119'DORY, AT THE T JUNCTION OF A DIRT ROAD WHICH LEADS WEST AND MAKES A
 KQ0119'RIGHT-ANGLE TURN TO THE NORTH AT A FENCE, 67 FEET WEST OF THE CENTER
 KQ0119'LINE OF GRASS VALLEY ROAD, 54.5 FEET EAST OF THE FENCE, 52 FEET SOUTH
 KQ0119'OF THE CENTER LINE OF THE DIRT ROAD, 1.9 FEET SOUTHWEST OF A WITNESS
 KQ0119'POST, ABOUT 3 FEET HIGHER THAN GRASS VALLEY ROAD, FLUSH WITH THE
 KQ0119'GROUND, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0121 ***********************************************************************
 KQ0121  DESIGNATION -  DORY RM 1
 KQ0121  PID         -  KQ0121
 KQ0121  STATE/COUNTY-  NV/LANDER
 KQ0121  USGS QUAD   -  BARTON SPRING (1986)
 KQ0121
 KQ0121                         *CURRENT SURVEY CONTROL
 KQ0121  ___________________________________________________________________
 KQ0121* NAD 83(1986)-  39 32 42.     (N)    116 58 04.     (W)     SCALED    
 KQ0121* NAVD 88     -      2065.370  (meters)    6776.13   (feet)  ADJUSTED  
 KQ0121  ___________________________________________________________________
 KQ0121  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 KQ0121  DYNAMIC HT  -        2063.215 (meters)    6769.06  (feet)  COMP
 KQ0121  MODELED GRAV-     979,509.2   (mgal)                       NAVD 88
 KQ0121
 KQ0121  VERT ORDER  -  SECOND    CLASS 0
 KQ0121
 KQ0121.The horizontal coordinates were scaled from a topographic map and have
 KQ0121.an estimated accuracy of +/- 6 seconds.
 KQ0121
 KQ0121.The orthometric height was determined by differential leveling
 KQ0121.and adjusted by the National Geodetic Survey in June 1991..
 KQ0121
 KQ0121.The geoid height was determined by GEOID03.
 KQ0121
 KQ0121.The dynamic height is computed by dividing the NAVD 88
 KQ0121.geopotential number by the normal gravity value computed on the
 KQ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0121.degrees latitude (g = 980.6199 gals.).
 KQ0121
 KQ0121.The modeled gravity was interpolated from observed gravity values.
 KQ0121
 KQ0121;                    North         East    Units  Estimated Accuracy
 KQ0121;SPC NV C     - 6,532,140.      474,120.      MT  (+/- 180 meters Scaled)
 KQ0121
 KQ0121                          SUPERSEDED SURVEY CONTROL
 KQ0121
 KQ0121  NGVD 29 (??/??/92) 2064.051  (m)         6771.81   (f) ADJ UNCH    2 0
 KQ0121
 KQ0121.Superseded values are not recommended for survey control.
 KQ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0121.See file dsdata.txt to determine how the superseded data were derived.
 KQ0121
 KQ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND027772(NAD 83)
 KQ0121_MARKER: DR = REFERENCE MARK DISK
 KQ0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0121_STAMPING: DORY NO 1 1954
 KQ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0121+STABILITY: SURFACE MOTION
 KQ0121
 KQ0121  HISTORY     - Date     Condition        Report By
 KQ0121  HISTORY     - 1954     MONUMENTED       CGS
 KQ0121  HISTORY     - 1955     GOOD             NGS
 KQ0121
 KQ0121                          STATION DESCRIPTION
 KQ0121
 KQ0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0121'10.7 MI NE FROM AUSTIN.
 KQ0121'5.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0121'AT AUSTIN, THENCE 4.8 MILES NORTHEAST ALONG GRASS VALLEY ROAD (FORMER
 KQ0121'STATE HIGHWAY 21), THENCE 0.5 MILE NORTHEAST ALONG THE OLD ABANDONED
 KQ0121'STATE HIGHWAY 21, ON THE TOP OF A RIDGE, ABOUT 0.1 MILE NORTH OF GRASS
 KQ0121'VALLEY ROAD, 43.0 FEET WEST OF TRIANGULATION STATION DORY, 28 1/2 FEET
 KQ0121'NORTH OF THE CENTER LINE OF ABANDONED HIGHWAY, 1.9 FEET EAST OF A
 KQ0121'WITNESS POST, ABOUT LEVEL WITH THE ABANDONED HIGHWAY, FLUSH WITH THE
 KQ0121'GROUND, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0336 ***********************************************************************
 HP0336  DESIGNATION -  DOUBLE
 HP0336  PID         -  HP0336
 HP0336  STATE/COUNTY-  NV/LINCOLN
 HP0336  USGS QUAD   -  DELAMAR LAKE (1969)
 HP0336
 HP0336                         *CURRENT SURVEY CONTROL
 HP0336  ___________________________________________________________________
 HP0336* NAD 83(1994)-  37 16 33.36725(N)    114 53 57.93286(W)     ADJUSTED  
 HP0336* NAVD 88     -      1943.3    (meters)    6376.     (feet)  VERTCON   
 HP0336  ___________________________________________________________________
 HP0336  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 HP0336  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 HP0336
 HP0336  HORZ ORDER  -  FIRST
 HP0336
 HP0336.The horizontal coordinates were established by classical geodetic methods
 HP0336.and adjusted by the National Geodetic Survey in June 1998..
 HP0336
 HP0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0336
 HP0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0336
 HP0336.The geoid height was determined by GEOID03.
 HP0336
 HP0336;                    North         East     Units Scale Factor Converg.
 HP0336;SPC NV E     - 8,280,467.220   260,649.389   MT  0.99994530   +0 24 51.2
 HP0336;SPC NV E     -27,166,832.87    855,147.20   sFT  0.99994530   +0 24 51.2
 HP0336;UTM  11      - 4,127,551.637   686,234.500   MT  1.00002726   +1 16 21.3
 HP0336
 HP0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0336!SPC NV E     -   0.99969911  x   0.99994530  =   0.99964443
 HP0336!UTM  11      -   0.99969911  x   1.00002726  =   0.99972636
 HP0336
 HP0336|---------------------------------------------------------------------|
 HP0336| PID    Reference Object                     Distance      Geod. Az  |
 HP0336|                                                           dddmmss.s |
 HP0336| DD4886 DOUBLE RM 1                           7.813 METERS 01726     |
 HP0336| HP0335 DELA                                APPROX.11.6 KM 0905411.6 |
 HP0336| DD4887 DOUBLE RM 2                          17.803 METERS 30400     |
 HP0336| DD4885 DOUBLE AZ MK                                       3362229.1 |
 HP0336|---------------------------------------------------------------------|
 HP0336
 HP0336                          SUPERSEDED SURVEY CONTROL
 HP0336
 HP0336  NAD 83(1994)-  37 16 33.36566(N)    114 53 57.93156(W) AD(       ) 1
 HP0336  NAD 83(1992)-  37 16 33.36056(N)    114 53 57.93039(W) AD(       ) 1
 HP0336  NAD 83(1986)-  37 16 33.35998(N)    114 53 57.93019(W) AD(       ) 1
 HP0336  NAD 27      -  37 16 33.49100(N)    114 53 54.91800(W) AD(       ) 1
 HP0336  NGVD 29 (07/19/86) 1942.3    (m)         6372.     (f) VERT ANG       
 HP0336
 HP0336.Superseded values are not recommended for survey control.
 HP0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0336.See file dsdata.txt to determine how the superseded data were derived.
 HP0336
 HP0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB8623427552(NAD 83)
 HP0336_MARKER: DS = TRIANGULATION STATION DISK
 HP0336_SETTING: 66 = SET IN ROCK OUTCROP
 HP0336_SP_SET: PARTIALLY EXPOSED BEDROCK
 HP0336
 HP0336  HISTORY     - Date     Condition        Report By
 HP0336  HISTORY     - 1944     MONUMENTED       CGS
 HP0336  HISTORY     - 1969     GOOD             USGS
 HP0336
 HP0336                          STATION DESCRIPTION
 HP0336
 HP0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0336'STATION IS ABOUT 29-1/2 MILES (AIR LINE) SW OF CALIENTE, ABOUT
 HP0336'25-1/2 MILES (AIR LINE) SE OF CRYSTAL SPRINGS, ABOUT 19 MILES
 HP0336'(AIR LINE) E OF ELGIN, AND ABOUT 3-1/2 MILES E OF
 HP0336'POWER-TRANSMISSION LINE.  IT IS ON THE HIGHER AND E SUMMIT OF A
 HP0336'DOUBLE-PEAKED MOUNTAIN WHICH IS COVERED ON TOP WITH A
 HP0336'SPARSE GROWTH OF CEDAR.
 HP0336'
 HP0336'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH WITH
 HP0336'THE GROUND.  IT IS STAMPED DOUBLE 1944.  IT IS 10 FEET NE OF
 HP0336'THE HIGHEST POINT OF THE MOUNTAIN.
 HP0336'
 HP0336'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0336'FLUSH WITH THE GROUND.  IT IS ABOUT 28 INCHES LOWER THAN THE
 HP0336'STATION MARK AND IS STAMPED DOUBLE NO 1 1944.
 HP0336'
 HP0336'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0336'PROJECTING ABOUT 2 FEET ABOVE THE GROUND.  IT IS ABOUT 4 FEET
 HP0336'LOWER THAN THE STATION MARK AND IS STAMPED DOUBLE NO 2 1944.
 HP0336'
 HP0336'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER 9 BY
 HP0336'6 BY 4 FEET WHICH IS 5 FEET WNW OF A 3-FOOT CAIRN.  IT IS
 HP0336'STAMPED DOUBLE 1944.  THE MARK IS ON A ROCKY HUMP ON THE N
 HP0336'END OF THE RIM ROCK MENTIONED BELOW.
 HP0336'
 HP0336'TO REACH STATION FROM THE UNION PACIFIC RAILROAD CROSSING
 HP0336'IN CALIENTE, GO W ON U.S. HIGHWAY 93 FOR 17.6 MILES TO A GRADED
 HP0336'DIRT ROAD ENTERING ON THE LEFT.  HERE TURN LEFT AND GO S AND
 HP0336'SSW ALONG POWER-TRANSMISSION LINE FOR 10.1 MILES TO A T-JUNCTION
 HP0336'ON LEFT, STATION VOLTAGE ON THE RIGHT, AND A DISMANTLED
 HP0336'TRANSFORMER STATION AND STEEL POWER-TRANSMISSION LINE TOWER
 HP0336'ON THE LEFT.  HERE THE LEFT FORK GOES TOWARD STATION SLIDY.
 HP0336'KEEP STRAIGHT AHEAD ALONG THE POWER-TRANSMISSION LINE AND
 HP0336'ALONG THE E EDGE OF A DRY LAKE BED FOR 13.9 MILES TO A WOODEN
 HP0336'POWER-TRANSMISSION LINE TOWER NUMBERED 103-2.  HERE TURN
 HP0336'LEFT OR E CROSS COUNTRY FOR 1.4 MILES TO THE END OF TRUCK
 HP0336'TRAVEL.  FROM HERE PACK DUE E ABOUT 1 MILE TO THE TOP AND N
 HP0336'END OF THE RIM ROCK.  THENCE GO S AND SE FOR ABOUT 3/4 MILE
 HP0336'TO THE E AND HIGHEST SUMMIT AND STATION.
 HP0336'
 HP0336'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 HP0336
 HP0336                          STATION RECOVERY (1969)
 HP0336
 HP0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HP0336'ALL MARKS IN GOOD CONDITIONS.
 HP0336'
 HP0336'REACHED BY HELICOPTER.  AMPLE LANDING AREA S. OF STATION.
 HP0336'
 HP0336'REFERENCE MARK NO. 1 MEASURED AT 25.633 FT. INSTEAD OF 25.675 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0873 ***********************************************************************
 MT0873  DESIGNATION -  DOUBLE
 MT0873  PID         -  MT0873
 MT0873  STATE/COUNTY-  NV/ELKO
 MT0873  USGS QUAD   -  DOUBLE MTN (1971)
 MT0873
 MT0873                         *CURRENT SURVEY CONTROL
 MT0873  ___________________________________________________________________
 MT0873* NAD 83(1994)-  41 25 30.54190(N)    115 42 30.46760(W)     ADJUSTED  
 MT0873* NAVD 88     -      2484.4    (meters)    8151.     (feet)  VERTCON   
 MT0873  ___________________________________________________________________
 MT0873  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 MT0873  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 MT0873
 MT0873  HORZ ORDER  -  THIRD
 MT0873
 MT0873.The horizontal coordinates were established by classical geodetic methods
 MT0873.and adjusted by the National Geodetic Survey in June 1998..
 MT0873
 MT0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0873
 MT0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0873
 MT0873.The geoid height was determined by GEOID03.
 MT0873
 MT0873;                    North         East     Units Scale Factor Converg.
 MT0873;SPC NV E     - 8,740,864.801   189,541.158   MT  0.99990135   -0 04 58.0
 MT0873;SPC NV E     -28,677,320.60    621,852.95   sFT  0.99990135   -0 04 58.0
 MT0873;UTM  11      - 4,586,759.410   607,920.419   MT  0.99974333   +0 51 16.6
 MT0873
 MT0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0873!SPC NV E     -   0.99961315  x   0.99990135  =   0.99951454
 MT0873!UTM  11      -   0.99961315  x   0.99974333  =   0.99935658
 MT0873
 MT0873|---------------------------------------------------------------------|
 MT0873| PID    Reference Object                     Distance      Geod. Az  |
 MT0873|                                                           dddmmss.s |
 MT0873| CS8458 DOUBLE RM 3                           3.865 METERS 10129     |
 MT0873| CS8456 CAIRN AT DOUBLE                       1.804 METERS 16516     |
 MT0873| CS8457 DOUBLE RM 1                           5.706 METERS 34519     |
 MT0873|---------------------------------------------------------------------|
 MT0873
 MT0873                          SUPERSEDED SURVEY CONTROL
 MT0873
 MT0873  NAD 83(1986)-  41 25 30.54011(N)    115 42 30.45909(W) AD(       ) 3
 MT0873  NGVD 29 (11/02/93) 2483.1    (m)         8147.     (f) VERT ANG       
 MT0873
 MT0873.Superseded values are not recommended for survey control.
 MT0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0873.See file dsdata.txt to determine how the superseded data were derived.
 MT0873
 MT0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0792086759(NAD 83)
 MT0873_MARKER: DS = TRIANGULATION STATION DISK
 MT0873_SETTING: 66 = SET IN ROCK OUTCROP
 MT0873_SP_SET: SET IN BEDROCK
 MT0873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0873+STABILITY: POSITION/ELEVATION WELL
 MT0873
 MT0873  HISTORY     - Date     Condition        Report By
 MT0873  HISTORY     - 1933     MONUMENTED       USGS
 MT0873  HISTORY     - 1970     GOOD             USGS
 MT0873
 MT0873                          STATION DESCRIPTION
 MT0873
 MT0873'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 MT0873'NOT OCCUPIED, INTERSECTED ONLY.  SEE 1970 RECOVERY FOR
 MT0873'DESCRIPTION.
 MT0873'
 MT0873'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 MT0873'IN BURIED ROCK AT SUMMIT.
 MT0873'
 MT0873'RM 1--STANDARD BRONZE RM TABLET, STAMPING UNKNOWN, CEMENTED IN
 MT0873'OUTCROP.
 MT0873'
 MT0873'RM 2--CHISELED CROSS IN OUTCROP.
 MT0873
 MT0873                          STATION RECOVERY (1970)
 MT0873
 MT0873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MT0873'N. OF HAYSTACK RANCH.  TURN RIGHT ALONG DIRT RD. 4.9 MI TO RD.
 MT0873'FORK.  TAKE LEFT FORK 4.7 MI N. TO RD. FORK.  TAKE RIGHT FORK E. TO
 MT0873'RIDGE TOP THEN N. ALONG RIDGE TOP TO SADDLE AND END OF TRUCK
 MT0873'TRAVEL.  PACK N. TO HIGHER OF TWO TOPS AND STATION.  A 25-MINUTE
 MT0873'PACK.
 MT0873'
 MT0873'STATION MARK--STANDARD TABLET STAMPED---DOUBLE 1933---, CEMENTED IN
 MT0873'BEDROCK.
 MT0873'
 MT0873'RM 1--STANDARD RM TABLET STAMPED---DOUBLE NO 1 1933---, CEMENTED IN
 MT0873'BEDROCK, ABOUT 1 FT LOWER THAN STATION MARK.
 MT0873'
 MT0873'RM 3--SCRIBED X ON VERTICAL FACE OF PROJECTING BEDROCK, ABOUT
 MT0873'0.6 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0520 ***********************************************************************
 MV0520  DESIGNATION -  DOUBLE H
 MV0520  PID         -  MV0520
 MV0520  STATE/COUNTY-  NV/HUMBOLDT
 MV0520  USGS QUAD   -  MOONSHINE CANYON (1991)
 MV0520
 MV0520                         *CURRENT SURVEY CONTROL
 MV0520  ___________________________________________________________________
 MV0520* NAD 83(1994)-  41 31 58.89742(N)    118 03 29.04238(W)     ADJUSTED  
 MV0520* NAVD 88     -      1814.1    (meters)    5952.     (feet)  VERTCON   
 MV0520  ___________________________________________________________________
 MV0520  LAPLACE CORR-           6.26  (seconds)                    DEFLEC99
 MV0520  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 MV0520
 MV0520  HORZ ORDER  -  THIRD
 MV0520
 MV0520.The horizontal coordinates were established by classical geodetic methods
 MV0520.and adjusted by the National Geodetic Survey in June 1998..
 MV0520
 MV0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0520
 MV0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0520
 MV0520.The geoid height was determined by GEOID03.
 MV0520
 MV0520;                    North         East     Units Scale Factor Converg.
 MV0520;SPC NV W     - 4,752,970.375   843,831.101   MT  0.99992363   +0 20 53.8
 MV0520;SPC NV W     -15,593,703.64  2,768,469.20   sFT  0.99992363   +0 20 53.8
 MV0520;UTM  11      - 4,598,471.279   411,735.035   MT  0.99969587   -0 42 05.8
 MV0520
 MV0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0520!SPC NV W     -   0.99971868  x   0.99992363  =   0.99964233
 MV0520!UTM  11      -   0.99971868  x   0.99969587  =   0.99941463
 MV0520
 MV0520|---------------------------------------------------------------------|
 MV0520| PID    Reference Object                     Distance      Geod. Az  |
 MV0520|                                                           dddmmss.s |
 MV0520| CS8506 DOUBLE H RM 1                         4.505 METERS 24757     |
 MV0520| CS8507 DOUBLE H RM 2                         5.837 METERS 34007     |
 MV0520|---------------------------------------------------------------------|
 MV0520
 MV0520                          SUPERSEDED SURVEY CONTROL
 MV0520
 MV0520  NAD 83(1991)-  41 31 58.90053(N)    118 03 29.03790(W) AD(       ) 3
 MV0520  NGVD 29 (11/09/93) 1813.0    (m)         5948.     (f) VERT ANG       
 MV0520
 MV0520.Superseded values are not recommended for survey control.
 MV0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0520.See file dsdata.txt to determine how the superseded data were derived.
 MV0520
 MV0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF1173598471(NAD 83)
 MV0520_MARKER: DD = SURVEY DISK
 MV0520_SETTING: 80 = SET IN A BOULDER
 MV0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0520+STABILITY: SURFACE MOTION
 MV0520
 MV0520  HISTORY     - Date     Condition        Report By
 MV0520  HISTORY     - 1957     MONUMENTED       USGS
 MV0520  HISTORY     - 1958     GOOD             USGS
 MV0520  HISTORY     - 1960     GOOD             USGS
 MV0520
 MV0520                          STATION DESCRIPTION
 MV0520
 MV0520'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MV0520'LOCATED ABOUT 14 MI W. OF OROVADA ALONG U.S. HWY. 95, 8 MI N. OF
 MV0520'OLD SOD HOUSE RANCH ALONG STATE HWY. 8A.  ON WHAT IS KNOWN LOCALLY
 MV0520'AS DOUBLE H MOUNTAIN, A LOW BUT PROMINENT N.-S. RIDGE, ON
 MV0520'APPROXIMATE HIGHEST POINT OF ROLLING KNOLL ON RIDGE.
 MV0520'
 MV0520'TO REACH FROM JCT. OF U.S. HWY. 40 AND U.S. HWY. 95 IN
 MV0520'WINNEMUCCA, DRIVE 31.8 MI N. ON U.S. HWY. 95 TO JCT. WITH STATE
 MV0520'HWY. 8A.  TURN LEFT ON STATE HWY. 8A 9.6 MI TO GRAVEL RD. RIGHT.
 MV0520'TURN N. 4.5 MI TO WOODEN GATE W. OF RANCH HOUSE, GO BEYOND GATE
 MV0520'ABOUT 200 FT. TO RD. FORK.  TAKE LEFT FORK ABOUT 300 FT.  TAKE
 MV0520'RIGHT FORK 0.6 MI FROM GATE TO RD. FORKS.  TAKE RIGHT FORK 0.3 MI.
 MV0520'TAKE FORK 1.5 MI.  TAKE LEFT FORK 1 MI TO DRAIN X-ING, CONTINUE UP
 MV0520'RIDGE ON ERODED TRACK 1.8 MI TO WHERE RD. SWINGS LEFT DOWNHILL TO
 MV0520'SPRING (4-WHEEL DRIVE NEEDED FROM HERE).  SWING RIGHT UPHILL
 MV0520'CROSS-COUNTRY TO TOP OF RIDGE THENCE RIGHT ALONG RIDGE A TOTAL OF
 MV0520'2.2 MI TO HIGH POINT AND STATION.
 MV0520'
 MV0520'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---DOUBLE H 1957---,
 MV0520'IN LARGE BOULDER FLUSH WITH GROUND.
 MV0520'
 MV0520'RM 1--STANDARD RM TABLET STAMPED---NO 1 1957---, IN BOULDER FLUSH
 MV0520'WITH GROUND.
 MV0520'
 MV0520'RM 2--COPPER NAIL AND WASHER STAMPED---NO 2---, IN BOULDER
 MV0520'PROJECTING ABOUT 0.3 FT.
 MV0520
 MV0520                          STATION RECOVERY (1958)
 MV0520
 MV0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MV0520'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD
 MV0520'CONDITION.  RMS NOT OBSERVED.  2-WHEEL DRIVE CAN BE DRIVEN TO
 MV0520'STATION ALTHOUGH ROUTE IS ROUGH AND BRUSHY.
 MV0520
 MV0520                          STATION RECOVERY (1960)
 MV0520
 MV0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MV0520'RECOVERED AS DESCRIBED.  RM OBSERVATIONS AGREE WITH 1957 USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1583 ***********************************************************************
 KR1583  DESIGNATION -  DOUG
 KR1583  PID         -  KR1583
 KR1583  STATE/COUNTY-  NV/LYON
 KR1583  USGS QUAD   -  FERNLEY WEST (1985)
 KR1583
 KR1583                         *CURRENT SURVEY CONTROL
 KR1583  ___________________________________________________________________
 KR1583* NAD 83(1994)-  39 34 17.46725(N)    119 16 37.03191(W)     ADJUSTED  
 KR1583* NAVD 88     -      1414.4    (meters)    4640.     (feet)  VERTCON   
 KR1583  ___________________________________________________________________
 KR1583  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 KR1583  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KR1583
 KR1583  HORZ ORDER  -  SECOND
 KR1583
 KR1583.The horizontal coordinates were established by classical geodetic methods
 KR1583.and adjusted by the National Geodetic Survey in June 1998..
 KR1583
 KR1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1583
 KR1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1583
 KR1583.The geoid height was determined by GEOID03.
 KR1583
 KR1583;                    North         East     Units Scale Factor Converg.
 KR1583;SPC NV W     - 4,535,272.487   740,406.247   MT  0.99994371   -0 26 30.8
 KR1583;SPC NV W     -14,879,473.15  2,429,149.50   sFT  0.99994371   -0 26 30.8
 KR1583;UTM  11      - 4,382,678.127   304,420.781   MT  1.00007096   -1 27 03.5
 KR1583
 KR1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1583!SPC NV W     -   0.99978193  x   0.99994371  =   0.99972565
 KR1583!UTM  11      -   0.99978193  x   1.00007096  =   0.99985287
 KR1583
 KR1583|---------------------------------------------------------------------|
 KR1583| PID    Reference Object                     Distance      Geod. Az  |
 KR1583|                                                           dddmmss.s |
 KR1583| DB7200 DOUG RM 1                             4.857 METERS 07449     |
 KR1583| DB7201 DOUG RM 2                             6.256 METERS 20457     |
 KR1583| KR1584 TRUCK                               APPROX. 5.2 KM 2795353.3 |
 KR1583|---------------------------------------------------------------------|
 KR1583
 KR1583                          SUPERSEDED SURVEY CONTROL
 KR1583
 KR1583  NAD 83(1992)-  39 34 17.47276(N)    119 16 37.01981(W) AD(       ) 2
 KR1583  NAD 83(1986)-  39 34 17.47341(N)    119 16 37.01170(W) AD(       ) 2
 KR1583  NAD 27      -  39 34 17.78610(N)    119 16 33.40380(W) AD(       ) 2
 KR1583  NGVD 29 (07/19/86) 1413.4    (m)         4637.     (f) VERT ANG       
 KR1583
 KR1583.Superseded values are not recommended for survey control.
 KR1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1583.See file dsdata.txt to determine how the superseded data were derived.
 KR1583
 KR1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0442182678(NAD 83)
 KR1583_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1583_SETTING: 66 = SET IN ROCK OUTCROP
 KR1583
 KR1583  HISTORY     - Date     Condition        Report By
 KR1583  HISTORY     - 1958     MONUMENTED       CGS
 KR1583
 KR1583                          STATION DESCRIPTION
 KR1583
 KR1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1583'THE STATION IS 2.5 MILES SOUTHWEST OF FERNLEY, 2 MILES WEST
 KR1583'OF U.S. HIGHWAY 95 ALT., ON THE NORTH END OF A LOW, RED COLORED,
 KR1583'LAVA RIDGE EXTENDING INTO THE VALLEY IN A NORTHEAST DIRECTION
 KR1583'FROM THE MAIN MOUNTAIN RANGE TO THE SOUTH AND WEST, AND ABOUT
 KR1583'200 YARDS WEST AND ABOVE AN OLD MINE SHAFT ON THE NORTHEAST TOE
 KR1583'OF THE STATION RIDGE.
 KR1583'
 KR1583'TO REACH FROM THE POST OFFICE IN FERNLEY GO EAST ON U.S. HIGHWAY
 KR1583'FOR ONE BLOCK TO THE PRESENT INTERSECTION OF U.S. HIGHWAYS
 KR1583'95 AND 40 AT THE TRAFFIC LIGHT, TURN LEFT, SOUTH, AND FOLLOW U.S.
 KR1583'95 ALTERNATE FOR 3.3 MILES TO A HIGHWAY MATERIAL SUPPLY DUMP
 KR1583'ON THE RIGHT, CONTINUE TO THE SOUTH END OF THE DUMP SITE TO
 KR1583'WHERE A GRADED DIRT ROAD LEADS TO THE RIGHT, HERE TURN RIGHT
 KR1583'AND GO 0.4 MILE TO THE POWER LINE ROAD, TURN RIGHT, NORTH,
 KR1583'ALONG THE POWER LINE ROAD FOR 0.4 MILE TO A DIM TRACK ROAD TO
 KR1583'THE LEFT, TURN LEFT, NORTHWEST, AND GO 1.1 MILES TO A CROSS
 KR1583'ROAD, CONTINUE 0.15 MILE TO A SECOND CROSS ROAD.  HERE
 KR1583'TURN LEFT FOR 0.1 MILE TO A FORKS, TAKE THE LEFT FORK FOR
 KR1583'0.4 MILE UP A FLAT DRAW TO THE LEFT OF THE STATION RIDGE.
 KR1583'TURN RIGHT, WEST, AND GO CROSS COUNTRY AND UP THE SLOPE
 KR1583'TO THE TOP OF THE RIDGE.  HERE TURN LEFT ALONG THE CREST OF
 KR1583'THE RIDGE FOR ABOUT 0.4 MILE, PICKING THE BEST TRAVEL OVER
 KR1583'THE ROCKY RIDGE TO THE TOP OF THE HILL AND THE STATION SITE.
 KR1583'
 KR1583'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL
 KR1583'HOLES IN BEDROCK AND STAMPED DOUG 1958 WITH THE REFERENCE MARKS
 KR1583'FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0860 ***********************************************************************
 HQ0860  DESIGNATION -  DOUGLAS
 HQ0860  PID         -  HQ0860
 HQ0860  STATE/COUNTY-  NV/ESMERALDA
 HQ0860  USGS QUAD   -  MUD LAKE NW (1987)
 HQ0860
 HQ0860                         *CURRENT SURVEY CONTROL
 HQ0860  ___________________________________________________________________
 HQ0860* NAD 83(1994)-  37 59 58.44243(N)    117 11 58.99378(W)     ADJUSTED  
 HQ0860* NAVD 88     -      2090.9    (meters)    6860.     (feet)  VERTCON   
 HQ0860  ___________________________________________________________________
 HQ0860  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 HQ0860  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 HQ0860
 HQ0860  HORZ ORDER  -  THIRD
 HQ0860
 HQ0860.The horizontal coordinates were established by classical geodetic methods
 HQ0860.and adjusted by the National Geodetic Survey in June 1998..
 HQ0860
 HQ0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0860
 HQ0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0860
 HQ0860.The geoid height was determined by GEOID03.
 HQ0860
 HQ0860;                    North         East     Units Scale Factor Converg.
 HQ0860;SPC NV W     - 4,361,459.020   921,517.569   MT  1.00008181   +0 51 07.0
 HQ0860;SPC NV W     -14,309,220.13  3,023,345.56   sFT  1.00008181   +0 51 07.0
 HQ0860;SPC NV C     - 6,360,689.682   453,184.812   MT  0.99992698   -0 19 41.5
 HQ0860;SPC NV C     -20,868,362.73  1,486,823.84   sFT  0.99992698   -0 19 41.5
 HQ0860;UTM  11      - 4,205,785.831   482,464.963   MT  0.99960379   -0 07 22.7
 HQ0860
 HQ0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0860!SPC NV W     -   0.99967596  x   1.00008181  =   0.99975774
 HQ0860!SPC NV C     -   0.99967596  x   0.99992698  =   0.99960296
 HQ0860!UTM  11      -   0.99967596  x   0.99960379  =   0.99927988
 HQ0860
 HQ0860:                Primary Azimuth Mark                     Grid Az
 HQ0860:SPC NV W     -  LOTHROP                                  040 06 51.5
 HQ0860:SPC NV C     -  LOTHROP                                  041 17 40.0
 HQ0860:UTM  11      -  LOTHROP                                  041 05 21.2
 HQ0860
 HQ0860|---------------------------------------------------------------------|
 HQ0860| PID    Reference Object                     Distance      Geod. Az  |
 HQ0860|                                                           dddmmss.s |
 HQ0860| JQ0534 LOTHROP                             APPROX. 4.1 KM 0405758.5 |
 HQ0860|---------------------------------------------------------------------|
 HQ0860
 HQ0860                          SUPERSEDED SURVEY CONTROL
 HQ0860
 HQ0860  NAD 83(1992)-  37 59 58.43599(N)    117 11 58.99948(W) AD(       ) 3
 HQ0860  NAD 83(1986)-  37 59 58.43657(N)    117 11 58.99962(W) AD(       ) 3
 HQ0860  NAD 27      -  37 59 58.66200(N)    117 11 55.71100(W) AD(       ) 3
 HQ0860  NGVD 29 (03/11/99) 2089.7    (m)         6856.     (f) VERT ANG       
 HQ0860
 HQ0860.Superseded values are not recommended for survey control.
 HQ0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0860.See file dsdata.txt to determine how the superseded data were derived.
 HQ0860
 HQ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC8246505786(NAD 83)
 HQ0860_MARKER: DS = TRIANGULATION STATION DISK
 HQ0860_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0860_SP_SET: SET IN BEDROCK
 HQ0860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0860+STABILITY: POSITION/ELEVATION WELL
 HQ0860
 HQ0860  HISTORY     - Date     Condition        Report By
 HQ0860  HISTORY     - 1902     MONUMENTED       CGS
 HQ0860  HISTORY     - 1952     SEE DESCRIPTION  AMS
 HQ0860  HISTORY     - 1958     GOOD             USGS
 HQ0860
 HQ0860                          STATION DESCRIPTION
 HQ0860
 HQ0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (CHS)
 HQ0860'ABOUT 4 MILES SOUTH-SOUTHEAST OF THE TOWN OF TONOPAH, ON A
 HQ0860'CONSPICUOUS BLACK-TOP MOUNTAIN ON THE WEST SIDE OF THE SAN
 HQ0860'ANTONIO RANGE.  THE STATION IS ON THE HIGHEST PART OF THE
 HQ0860'SUMMIT AND IS MARKED BY A DRILL HOLE IN A ROCK OVER WHICH IS A
 HQ0860'PILE OF BLACK LAVA ROCKS AROUND THE BASE OF THE SIGNAL POLE.
 HQ0860
 HQ0860                          STATION RECOVERY (1952)
 HQ0860
 HQ0860'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ0860'STATION WAS RECOVERED IN GOOD CONDITION.
 HQ0860'
 HQ0860'NO REFERENCE MARKS HAVE BEEN SET FOR THIS STATION.
 HQ0860'
 HQ0860'THE STATION IS LOCATED ON A CONSPICUOUS ROUND AND BLACK TOPPED
 HQ0860'MOUNTAIN, ON THE HIGHEST POINT AND NEAR THE NORTH END OF THE
 HQ0860'HIGHEST TOP.  231 FEET SOUTH OF THE CENTER OF A VERY WHITE MINE
 HQ0860'TEST HOLE.  46 FEET WEST OF A BLACK ROCK LEDGE.  AT THE CENTER
 HQ0860'OF A FOUR LEGGED CLOTH PANEL WHICH WAS INSTALLED BY 30TH
 HQ0860'ENGINEERS IN DEC. 1951.
 HQ0860'
 HQ0860'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO SOUTH
 HQ0860'ON U.S. HIGHWAY 95 FOR 1.2 MILES TO A TRACK ROAD LEFT.  TURN
 HQ0860'LEFT AND GO SSE FOR 0.1 MILE TO A FORK.  GO LEFT FORK FOR 0.25
 HQ0860'MILE TO A FORK.  GO ON RIGHT FORK (SSE) FOR 0.2 MILE TO
 HQ0860'CROSSROADS.  CONTINUE STRAIGHT AHEAD (SSE AND S) FOR 2.5 MILES TO A
 HQ0860'FORK.  GO ON LEFT FORK (SSE) FOR 0.3 MILE TO A FORK.  GO ON
 HQ0860'LEFT FORK (E) FOR 0.55 MILE TO A LOW SADDLE.  FROM HERE
 HQ0860'WALK SOUTH TO THE HIGHEST TOP OF THE HILL AND THE
 HQ0860'STATION SITE.
 HQ0860'
 HQ0860'THE STATION MARK IS A DRILL HOLE, 1 1/4-INCH IN DIAMETER BY
 HQ0860'2 1/4-INCH DEEP, IN THE TOP OF A 2-1/2 X 4-1/2 FEET OUTCROPPING
 HQ0860'BLACK BOULDER PROJECTING 0.5 FOOT.
 HQ0860
 HQ0860                          STATION RECOVERY (1958)
 HQ0860
 HQ0860'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HQ0860'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37117-1, STATION 1017.
 HQ0860'STATION MARK--A DRILL HOLE, 1 INCH IN DIAMETER BY 2 INCH DEEP, IN THE
 HQ0860'TOP OF A 2 BY 4 FEET OUTCROPPING BLACK BOULDER PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1681 ***********************************************************************
 KR1681  DESIGNATION -  DOUGLAS TAHOE AIRPORT BEACON
 KR1681  PID         -  KR1681
 KR1681  STATE/COUNTY-  NV/DOUGLAS
 KR1681  USGS QUAD   -  GENOA (1994)
 KR1681
 KR1681                         *CURRENT SURVEY CONTROL
 KR1681  ___________________________________________________________________
 KR1681* NAD 83(1994)-  39 00 01.49477(N)    119 45 27.17059(W)     ADJUSTED  
 KR1681* NAVD 88     -                                                        
 KR1681  ___________________________________________________________________
 KR1681  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 KR1681  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 KR1681
 KR1681  HORZ ORDER  -  THIRD
 KR1681
 KR1681.This mark is at Minden Airport (MEV)
 KR1681
 KR1681.The horizontal coordinates were established by classical geodetic methods
 KR1681.and adjusted by the National Geodetic Survey in June 1998..
 KR1681
 KR1681
 KR1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1681
 KR1681.The geoid height was determined by GEOID03.
 KR1681
 KR1681;                    North         East     Units Scale Factor Converg.
 KR1681;SPC NV W     - 4,472,300.518   698,291.328   MT  1.00002734   -0 44 20.5
 KR1681;SPC NV W     -14,672,872.62  2,290,977.47   sFT  1.00002734   -0 44 20.5
 KR1681;UTM  11      - 4,320,440.629   261,201.167   MT  1.00030223   -1 44 10.4
 KR1681
 KR1681                          SUPERSEDED SURVEY CONTROL
 KR1681
 KR1681  NAD 83(1992)-  39 00 01.48831(N)    119 45 27.15302(W) AD(       ) 4
 KR1681  NAD 83(1986)-  39 00 01.47220(N)    119 45 27.12551(W) AD(       ) 4
 KR1681  NAD 27      -  39 00 01.79400(N)    119 45 23.49200(W) AD(       ) 3
 KR1681
 KR1681.Superseded values are not recommended for survey control.
 KR1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1681.See file dsdata.txt to determine how the superseded data were derived.
 KR1681
 KR1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6120120441(NAD 83)
 KR1681
 KR1681  HISTORY     - Date     Condition        Report By
 KR1681  HISTORY     - 1951     MONUMENTED       CGS
 KR1681  HISTORY     - 1972     SEE DESCRIPTION  NGS
 KR1681
 KR1681                          STATION DESCRIPTION
 KR1681
 KR1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1681'THE STATION IS LOCATED ABOUT 12 MILES AIR LINE SOUTH OF CARSON
 KR1681'CITY, 3 MILES AIR LINE NORTH OF MINDEN AND ABOUT 1/2 MILE EAST
 KR1681'OF U.S. HIGHWAY 395.
 KR1681'
 KR1681'THE STATION IS A ROTATING BEACON AND THE POINT INTERSECTED WAS
 KR1681'THE LIGHT.
 KR1681
 KR1681                          STATION RECOVERY (1972)
 KR1681
 KR1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLS)
 KR1681'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  SINCE THE
 KR1681'USGS ACTUALLY OBSERVED ON THE BEACON IN 1968 (SEE RECOVERY NOTE
 KR1681'FOR BM D-323), THE COORDINATES FOR BM D-323 CAN BE USED FOR THE
 KR1681'BEACON.  THESE COORDINATES DIFFER GREATLY FROM THOSE LISTED
 KR1681'BY C AND GS IN 1951.  NO EXPLANATION COULD BE GIVEN FOR THESE
 KR1681'DIFFERENCES.
 KR1681'
 KR1681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES
 KR1681'N OF MINDEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0477 ***********************************************************************
 LQ0477  DESIGNATION -  DOVE
 LQ0477  PID         -  LQ0477
 LQ0477  STATE/COUNTY-  NV/ELKO
 LQ0477  USGS QUAD   -  ELKO WEST (1975)
 LQ0477
 LQ0477                         *CURRENT SURVEY CONTROL
 LQ0477  ___________________________________________________________________
 LQ0477* NAD 83(1994)-  40 47 02.64453(N)    115 52 31.02035(W)     ADJUSTED  
 LQ0477* NAVD 88     -      1546.128  (meters)    5072.59   (feet)  ADJUSTED  
 LQ0477  ___________________________________________________________________
 LQ0477  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 LQ0477  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 LQ0477  DYNAMIC HT  -        1544.865 (meters)    5068.44  (feet)  COMP
 LQ0477  MODELED GRAV-     979,753.4   (mgal)                       NAVD 88
 LQ0477
 LQ0477  HORZ ORDER  -  SECOND
 LQ0477  VERT ORDER  -  SECOND    CLASS 0
 LQ0477
 LQ0477.The horizontal coordinates were established by classical geodetic methods
 LQ0477.and adjusted by the National Geodetic Survey in June 1998..
 LQ0477
 LQ0477.The orthometric height was determined by differential leveling
 LQ0477.and adjusted by the National Geodetic Survey in June 1991..
 LQ0477
 LQ0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0477
 LQ0477.The geoid height was determined by GEOID03.
 LQ0477
 LQ0477.The dynamic height is computed by dividing the NAVD 88
 LQ0477.geopotential number by the normal gravity value computed on the
 LQ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0477.degrees latitude (g = 980.6199 gals.).
 LQ0477
 LQ0477.The modeled gravity was interpolated from observed gravity values.
 LQ0477
 LQ0477;                    North         East     Units Scale Factor Converg.
 LQ0477;SPC NV E     - 8,669,709.345   175,359.184   MT  0.99990747   -0 11 26.5
 LQ0477;SPC NV E     -28,443,871.41    575,324.26   sFT  0.99990747   -0 11 26.5
 LQ0477;UTM  11      - 4,515,395.470   594,899.320   MT  0.99971085   +0 44 05.0
 LQ0477
 LQ0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0477!SPC NV E     -   0.99976047  x   0.99990747  =   0.99966796
 LQ0477!UTM  11      -   0.99976047  x   0.99971085  =   0.99947139
 LQ0477
 LQ0477|---------------------------------------------------------------------|
 LQ0477| PID    Reference Object                     Distance      Geod. Az  |
 LQ0477|                                                           dddmmss.s |
 LQ0477| LQ0478 DOVE RM 1                            11.128 METERS 01341     |
 LQ0477| LQ0471 BANKS                               APPROX. 4.2 KM 2413240.9 |
 LQ0477| LQ0476 DOVE RM 2                             8.332 METERS 25626     |
 LQ0477|---------------------------------------------------------------------|
 LQ0477
 LQ0477                          SUPERSEDED SURVEY CONTROL
 LQ0477
 LQ0477  NAD 83(1986)-  40 47 02.64890(N)    115 52 31.01242(W) AD(       ) 2
 LQ0477  NAD 27      -  40 47 02.93200(N)    115 52 27.76500(W) AD(       ) 2
 LQ0477  NGVD 29 (??/??/92) 1545.03   (m)         5069.0    (f) COMPUTED    2 0
 LQ0477
 LQ0477.Superseded values are not recommended for survey control.
 LQ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0477.See file dsdata.txt to determine how the superseded data were derived.
 LQ0477
 LQ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF9489915395(NAD 83)
 LQ0477_MARKER: DS = TRIANGULATION STATION DISK
 LQ0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0477_STAMPING: DOVE 1957
 LQ0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0477+STABILITY: SURFACE MOTION
 LQ0477
 LQ0477  HISTORY     - Date     Condition        Report By
 LQ0477  HISTORY     - 1957     MONUMENTED       CGS
 LQ0477  HISTORY     - 1957     GOOD             CGS
 LQ0477
 LQ0477                          STATION DESCRIPTION
 LQ0477
 LQ0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0477'THE STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF THE CENTER OF
 LQ0477'ELKO AND 0.1 MILE NORTHWEST OF U.S. HIGHWAY 40 ON THE SOUTHEAST
 LQ0477'SLOPE OF A GRASS AND SAGE-COVERED BENCH.  IT IS ON THE FIRST
 LQ0477'HILL NORTHWEST OF THE HIGHWAY, 45 PACES NORTHWEST OF WHERE
 LQ0477'A TELEPHONE LINE CROSSES OVER THE RIDGE.
 LQ0477'
 LQ0477'TO REACH FROM THE TRAFFIC SIGNAL ON U.S. HIGHWAY 40 AT FIFTH
 LQ0477'AND IDAHO STREETS IN ELKO, GO SOUTHWEST ON U.S. HIGHWAY 40 FOR
 LQ0477'6.6 MILES TO A METAL GATE ON THE RIGHT, NORTHWEST SIDE OF THE
 LQ0477'HIGHWAY.  TURN RIGHT THROUGH GATE, THEN LEFT ON DIM ROAD
 LQ0477'(BETWEEN THE FENCE AND FIRST TELEPHONE LINE) FOR 0.2 MILE.
 LQ0477'TURN RIGHT, NORTHWEST, UP DRAW FOR 0.05 MILE, THENCE LEFT
 LQ0477'FOR 0.1 MILE TO THE TOP OF THE BENCH AND STATION.
 LQ0477'
 LQ0477'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 LQ0477'SET IN CONCRETE CYLINDERS.
 LQ0477'
 LQ0477'THE STATION MARK, STAMPED DOVE 1957, PROJECTS ABOUT 4 INCHES
 LQ0477'AND IS 9 FEET NORTH OF A WITNESS POST.
 LQ0477'
 LQ0477'REFERENCE MARK 1, STAMPED DOVE NO 1 1957, PROJECTS ABOUT 3
 LQ0477'INCHES AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 LQ0477'
 LQ0477'REFERENCE MARK 2, STAMPED DOVE NO 2 1957, PROJECTS ABOUT
 LQ0477'3 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 LQ0477
 LQ0477                          STATION RECOVERY (1957)
 LQ0477
 LQ0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0477'6.8 MI SW FROM ELKO.
 LQ0477'6.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0477'IDAHO STREETS AT ELKO, 0.5 MILE NORTHWEST OF HIGHWAY ON TOP OF A SMALL
 LQ0477'HILL, 115 FEET NORTH OF POWER LINE, 36.6 FEET SOUTHWEST OF R.M. 1,
 LQ0477'27.3 FEET EAST OF R.M. 2, 10.2 FEET NORTH OF WITNESS POST, SET IN A
 LQ0477'ROUND CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0478 ***********************************************************************
 LQ0478  DESIGNATION -  DOVE RM 1
 LQ0478  PID         -  LQ0478
 LQ0478  STATE/COUNTY-  NV/ELKO
 LQ0478  USGS QUAD   -  ELKO WEST (1975)
 LQ0478
 LQ0478                         *CURRENT SURVEY CONTROL
 LQ0478  ___________________________________________________________________
 LQ0478* NAD 83(1986)-  40 47 02.     (N)    115 52 30.     (W)     SCALED    
 LQ0478* NAVD 88     -      1546.598  (meters)    5074.13   (feet)  ADJUSTED  
 LQ0478  ___________________________________________________________________
 LQ0478  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 LQ0478  DYNAMIC HT  -        1545.335 (meters)    5069.99  (feet)  COMP
 LQ0478  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 LQ0478
 LQ0478  VERT ORDER  -  SECOND    CLASS 0
 LQ0478
 LQ0478.The horizontal coordinates were scaled from a topographic map and have
 LQ0478.an estimated accuracy of +/- 6 seconds.
 LQ0478
 LQ0478.The orthometric height was determined by differential leveling
 LQ0478.and adjusted by the National Geodetic Survey in June 1991..
 LQ0478
 LQ0478.The geoid height was determined by GEOID03.
 LQ0478
 LQ0478.The dynamic height is computed by dividing the NAVD 88
 LQ0478.geopotential number by the normal gravity value computed on the
 LQ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0478.degrees latitude (g = 980.6199 gals.).
 LQ0478
 LQ0478.The modeled gravity was interpolated from observed gravity values.
 LQ0478
 LQ0478;                    North         East    Units  Estimated Accuracy
 LQ0478;SPC NV E     - 8,669,690.      175,380.      MT  (+/- 180 meters Scaled)
 LQ0478
 LQ0478                          SUPERSEDED SURVEY CONTROL
 LQ0478
 LQ0478  NGVD 29 (??/??/92) 1545.500  (m)         5070.53   (f) ADJ UNCH    2 0
 LQ0478
 LQ0478.Superseded values are not recommended for survey control.
 LQ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0478.See file dsdata.txt to determine how the superseded data were derived.
 LQ0478
 LQ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF949153(NAD 83)
 LQ0478_MARKER: DR = REFERENCE MARK DISK
 LQ0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0478_STAMPING: DOVE NO 1 1957
 LQ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0478+STABILITY: SURFACE MOTION
 LQ0478
 LQ0478  HISTORY     - Date     Condition        Report By
 LQ0478  HISTORY     - 1957     MONUMENTED       CGS
 LQ0478
 LQ0478                          STATION DESCRIPTION
 LQ0478
 LQ0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0478'6.8 MI SW FROM ELKO.
 LQ0478'6.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0478'IDAHO STREETS AT ELKO, 0.5 MILE NORTHWEST OF HIGHWAY ON TOP OF A SMALL
 LQ0478'HILL, 115 FEET NORTH OF POWER LINE, 36.6 FEET NORTHEAST OF STATION
 LQ0478'MARK, SET IN A ROUND CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND
 LQ0478'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0476 ***********************************************************************
 LQ0476  DESIGNATION -  DOVE RM 2
 LQ0476  PID         -  LQ0476
 LQ0476  STATE/COUNTY-  NV/ELKO
 LQ0476  USGS QUAD   -  ELKO WEST (1975)
 LQ0476
 LQ0476                         *CURRENT SURVEY CONTROL
 LQ0476  ___________________________________________________________________
 LQ0476* NAD 83(1986)-  40 47 02.     (N)    115 52 30.     (W)     SCALED    
 LQ0476* NAVD 88     -      1545.903  (meters)    5071.85   (feet)  ADJUSTED  
 LQ0476  ___________________________________________________________________
 LQ0476  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 LQ0476  DYNAMIC HT  -        1544.641 (meters)    5067.71  (feet)  COMP
 LQ0476  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 LQ0476
 LQ0476  VERT ORDER  -  SECOND    CLASS 0
 LQ0476
 LQ0476.The horizontal coordinates were scaled from a topographic map and have
 LQ0476.an estimated accuracy of +/- 6 seconds.
 LQ0476
 LQ0476.The orthometric height was determined by differential leveling
 LQ0476.and adjusted by the National Geodetic Survey in June 1991..
 LQ0476
 LQ0476.The geoid height was determined by GEOID03.
 LQ0476
 LQ0476.The dynamic height is computed by dividing the NAVD 88
 LQ0476.geopotential number by the normal gravity value computed on the
 LQ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0476.degrees latitude (g = 980.6199 gals.).
 LQ0476
 LQ0476.The modeled gravity was interpolated from observed gravity values.
 LQ0476
 LQ0476;                    North         East    Units  Estimated Accuracy
 LQ0476;SPC NV E     - 8,669,690.      175,380.      MT  (+/- 180 meters Scaled)
 LQ0476
 LQ0476                          SUPERSEDED SURVEY CONTROL
 LQ0476
 LQ0476  NGVD 29 (??/??/92) 1544.805  (m)         5068.25   (f) ADJ UNCH    2 0
 LQ0476
 LQ0476.Superseded values are not recommended for survey control.
 LQ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0476.See file dsdata.txt to determine how the superseded data were derived.
 LQ0476
 LQ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF949153(NAD 83)
 LQ0476_MARKER: DR = REFERENCE MARK DISK
 LQ0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0476_STAMPING: DOVE NO 2 1957
 LQ0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0476+STABILITY: SURFACE MOTION
 LQ0476
 LQ0476  HISTORY     - Date     Condition        Report By
 LQ0476  HISTORY     - 1957     MONUMENTED       CGS
 LQ0476
 LQ0476                          STATION DESCRIPTION
 LQ0476
 LQ0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0476'6.8 MI SW FROM ELKO.
 LQ0476'6.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0476'IDAHO STREETS AT ELKO, 0.5 MILE NORTHWEST OF HIGHWAY ON TOP OF A SMALL
 LQ0476'HILL, 115 FEET NORTH OF POWER LINE, 27.5 FEET WEST OF STATION MARK,
 LQ0476'SET IN A ROUND CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0619 ***********************************************************************
 JQ0619  DESIGNATION -  DOWNEYVILLE
 JQ0619  PID         -  JQ0619
 JQ0619  STATE/COUNTY-  NV/NYE
 JQ0619  USGS QUAD   -  DOWNEYVILLE (1988)
 JQ0619
 JQ0619                         *CURRENT SURVEY CONTROL
 JQ0619  ___________________________________________________________________
 JQ0619* NAD 83(1994)-  38 54 59.84996(N)    117 53 38.70471(W)     ADJUSTED  
 JQ0619* NAVD 88     -      1638.2    (meters)    5375.     (feet)  VERTCON   
 JQ0619  ___________________________________________________________________
 JQ0619  LAPLACE CORR-          10.37  (seconds)                    DEFLEC99
 JQ0619  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 JQ0619
 JQ0619  HORZ ORDER  -  THIRD
 JQ0619
 JQ0619.The horizontal coordinates were established by classical geodetic methods
 JQ0619.and adjusted by the National Geodetic Survey in June 1998..
 JQ0619
 JQ0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0619
 JQ0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0619
 JQ0619.The geoid height was determined by GEOID03.
 JQ0619
 JQ0619;                    North         East     Units Scale Factor Converg.
 JQ0619;SPC NV C     - 6,463,059.845   393,557.433   MT  1.00003947   -0 46 16.0
 JQ0619;SPC NV C     -21,204,222.17  1,291,196.34   sFT  1.00003947   -0 46 16.0
 JQ0619;UTM  11      - 4,307,904.365   422,488.195   MT  0.99967398   -0 33 42.1
 JQ0619
 JQ0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0619!SPC NV C     -   0.99974676  x   1.00003947  =   0.99978622
 JQ0619!UTM  11      -   0.99974676  x   0.99967398  =   0.99942082
 JQ0619
 JQ0619                          SUPERSEDED SURVEY CONTROL
 JQ0619
 JQ0619  NAD 83(1992)-  38 54 59.86519(N)    117 53 38.69401(W) AD(       ) 3
 JQ0619  NAD 83(1990)-  38 54 59.86407(N)    117 53 38.70581(W) AD(       ) 3
 JQ0619  NGVD 29 (03/27/92) 1637.1    (m)         5371.     (f) VERT ANG       
 JQ0619
 JQ0619.Superseded values are not recommended for survey control.
 JQ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0619.See file dsdata.txt to determine how the superseded data were derived.
 JQ0619
 JQ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD2248807904(NAD 83)
 JQ0619_MARKER: DS = TRIANGULATION STATION DISK
 JQ0619_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0619_SP_SET: SET IN ROCK OUTCROP
 JQ0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0619+STABILITY: POSITION/ELEVATION WELL
 JQ0619
 JQ0619  HISTORY     - Date     Condition        Report By
 JQ0619  HISTORY     - 1944     MONUMENTED       USGS
 JQ0619
 JQ0619                          STATION DESCRIPTION
 JQ0619
 JQ0619'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 JQ0619'LOCATED ON ONE OF FIRST SUMMITS DIRECTLY N. OF AND ABOUT 0.75 MI.
 JQ0619'FROM SITE OF ABANDONED MINING TOWN OF DOWNEYVILLE.
 JQ0619'
 JQ0619'TO REACH FROM GABBS POST OFFICE, DRIVE N. 0.3 MI. AND TURN LEFT ONTO
 JQ0619'STATE HWY. 23, DRIVE N. ON HWY. 23 FOR 1.3 MI. AND TAKE RIGHT FORK
 JQ0619'(DIRT RD.), DRIVE 1.3 MI. TO X-RDS., TAKE RIGHT FORK (E.) AND DRIVE
 JQ0619'0.8 MI., CONTINUE STRAIGHT AHEAD AT X-RDS., DRIVE 0.1 MI., CONTINUE
 JQ0619'STRAIGHT AHEAD ON RIGHT FORK UP CANYON, DRIVE 0.4 MI., PASS RUINS
 JQ0619'OF STONE CABINS (OLD DOWNEYVILLE), CONTINUE UP CANYON FOR 0.6 MI.,
 JQ0619'LEAVE TRUCK AND WALK ABOUT 0.5 MI. SW. CROSSING FIRST TWO DRAINS
 JQ0619'AND PASSING PROSPECT HOLES, THENCE UP RAVINE TO SADDLE AT MINE SHAFT,
 JQ0619'TURN RIGHT (N.) AND WALK ABOUT 0.1 MI. TO STATION.
 JQ0619'
 JQ0619'STATION MARK--STANDARD TABLET IN SUMMIT.
 JQ0619'
 JQ0619'RM NO. 1--STANDARD TABLET, 19 FT. FROM STATION MARK IN BEARING N 46
 JQ0619'DEGREES 48 MINUTES E.
 JQ0619'
 JQ0619'RM NO. 2--DRILL HOLE, 28.2 FT. FROM STATION MARK IN BEARING S 94
 JQ0619'DEGREES 41 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0190 ***********************************************************************
 LS0190  DESIGNATION -  DOZE
 LS0190  PID         -  LS0190
 LS0190  STATE/COUNTY-  NV/PERSHING
 LS0190  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0190
 LS0190                         *CURRENT SURVEY CONTROL
 LS0190  ___________________________________________________________________
 LS0190* NAD 83(1994)-  40 29 37.82517(N)    118 16 47.88400(W)     ADJUSTED  
 LS0190* NAVD 88     -      1346.511  (meters)    4417.68   (feet)  POSTED    
 LS0190  ___________________________________________________________________
 LS0190  LAPLACE CORR-           9.14  (seconds)                    DEFLEC99
 LS0190  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 LS0190  DYNAMIC HT  -        1345.430 (meters)    4414.13  (feet)  COMP
 LS0190  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 LS0190
 LS0190  HORZ ORDER  -  SECOND
 LS0190  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 LS0190
 LS0190.The horizontal coordinates were established by classical geodetic methods
 LS0190.and adjusted by the National Geodetic Survey in June 1998..
 LS0190
 LS0190.The orthometric height was determined by differential leveling
 LS0190.and adjusted by the National Geodetic Survey in 1992..
 LS0190.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 LS0190.rate of 3.1 thru 4.0 mm/km.
 LS0190
 LS0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0190
 LS0190.The geoid height was determined by GEOID03.
 LS0190
 LS0190.The dynamic height is computed by dividing the NAVD 88
 LS0190.geopotential number by the normal gravity value computed on the
 LS0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0190.degrees latitude (g = 980.6199 gals.).
 LS0190
 LS0190.The modeled gravity was interpolated from observed gravity values.
 LS0190
 LS0190;                    North         East     Units Scale Factor Converg.
 LS0190;SPC NV W     - 4,637,486.883   825,715.419   MT  0.99990814   +0 11 49.2
 LS0190;SPC NV W     -15,214,821.55  2,709,034.67   sFT  0.99990814   +0 11 49.2
 LS0190;UTM  11      - 4,483,357.832   391,532.042   MT  0.99974482   -0 49 52.5
 LS0190
 LS0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0190!SPC NV W     -   0.99979224  x   0.99990814  =   0.99970040
 LS0190!UTM  11      -   0.99979224  x   0.99974482  =   0.99953711
 LS0190
 LS0190|---------------------------------------------------------------------|
 LS0190| PID    Reference Object                     Distance      Geod. Az  |
 LS0190|                                                           dddmmss.s |
 LS0190| LS0191 DOZE RM 1                             9.765 METERS 05503     |
 LS0190| LS0189 DOZE RM 2                             9.707 METERS 14535     |
 LS0190| DB7206 DOZE AZ MK                                         3512303.2 |
 LS0190|---------------------------------------------------------------------|
 LS0190
 LS0190                          SUPERSEDED SURVEY CONTROL
 LS0190
 LS0190  NAD 83(1986)-  40 29 37.83106(N)    118 16 47.88005(W) AD(       ) 2
 LS0190  NAD 27      -  40 29 38.17050(N)    118 16 44.35050(W) AD(       ) 2
 LS0190  NGVD 29 (??/??/92) 1345.51   (m)         4414.4    (f) COMPUTED    2 0
 LS0190
 LS0190.Superseded values are not recommended for survey control.
 LS0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0190.See file dsdata.txt to determine how the superseded data were derived.
 LS0190
 LS0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE9153283358(NAD 83)
 LS0190_MARKER: DS = TRIANGULATION STATION DISK
 LS0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0190_SP_SET: CONCRETE POST
 LS0190_STAMPING: DOZE 1957
 LS0190_MARK LOGO: CGS   
 LS0190_PROJECTION: PROJECTING 15 CENTIMETERS
 LS0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0190+STABILITY: SURFACE MOTION
 LS0190
 LS0190  HISTORY     - Date     Condition        Report By
 LS0190  HISTORY     - 1957     MONUMENTED       CGS
 LS0190  HISTORY     - 1957     GOOD             CGS
 LS0190  HISTORY     - 1958     GOOD             CGS
 LS0190  HISTORY     - 1973     GOOD             NGS
 LS0190  HISTORY     - 1986     GOOD             NGS
 LS0190
 LS0190                          STATION DESCRIPTION
 LS0190
 LS0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0190'LOCATED ON A SLIGHT RISE IN THE SLOPE EAST OF U.S. HIGHWAY
 LS0190'40, ABOUT 3 MILES NORTH BY EAST FROM RYE PATCH RAILROAD STATION
 LS0190'OF THE SOUTHERN PACIFIC RAILROAD, AND ABOUT 0.2 MILE EAST
 LS0190'OF U.S. HIGHWAY 40, ALONG AN ABANDONDED SECTION OF THE OLD
 LS0190'HIGHWAY, UPON AN EARTH EMBANKMENT 22 FEET NE FROM THE CENTER
 LS0190'LINE OF THE OLD PAVEMENT.
 LS0190'
 LS0190'REACHED FROM THE TURN-OFF TO RYE PATCH RAILROAD STATION
 LS0190'(21.6 MILES FROM LOVELOCK, NORTHWARD VIA U.S. HIGHWAY 40)
 LS0190'BY CONTINUING THE HIGHWAY 3.65 MILES TO A CATTLE GUARD ON THE
 LS0190'EAST SIDE OF HIGHWAY, CROSS CATTLE GUARD AND AT 100 YARDS
 LS0190'TAKE THE FIRST ROAD TO THE RIGHT WHICH WILL BE FOLLOWED 0.1
 LS0190'MILE BEFORE STRIKING SECTION OF OLD HIGHWAY, FOLLOW THIS
 LS0190'HIGHWAY SOUTH FOR 0.7 MILE TO STATION, AND WHICH IS 120 FEET
 LS0190'AFTER PASSING UNDER TELEPHONE LINE.
 LS0190'
 LS0190'THE MARKS ARE STANDARD DISKS STAMPED DOZE 1957 AND SET IN
 LS0190'CYLINDRICAL CONCRETE POSTS.  REFERENCE MARKS ARE FURTHER STAMPED
 LS0190'NO 1 AND NO 2 RESPECTIVELY, EACH FLUSH WITH SURFACE.  STATION
 LS0190'MARK PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS ALONG THE
 LS0190'SAME BANK AS THE STATION MARK, THIS BANK APPARENTLY TO AFFORD
 LS0190'A BARRIER TO FLOOD WATER.  STATION MARK IS 5 FEET NW OF WITNESS
 LS0190'POST.
 LS0190
 LS0190                          STATION RECOVERY (1957)
 LS0190
 LS0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LS0190'3.4 MI NE FROM RYE PATCH.
 LS0190'0.1 MILE EAST ALONG A DIRT ROAD FROM THE SECTION HOUSE AT RYE PATCH,
 LS0190'THENCE 3.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40, THENCE 0.1 MILE EAST
 LS0190'CROSS COUNTRY, 97.0 FEET EAST OF TELEPHONE LINE, 23.0 FEET NORTHEAST
 LS0190'OF CENTER OF OLD HIGHWAY, 32.1 FEET SOUTHWEST OF R.M. 1, 31.8 FEET
 LS0190'NORTHWEST OF R.M. 2, 5.0 FEET SOUTHEAST OF WITNESS POST, SET IN A
 LS0190'ROUND CONCRETE POST PROJECTING 1 INCH ABOVE GROUND SURFACE.
 LS0190
 LS0190                          STATION RECOVERY (1958)
 LS0190
 LS0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0190'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 LS0190'CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A COMPLETE
 LS0190'DESCRIPTION FOLLOWS.
 LS0190'
 LS0190'THE STATION IS LOCATED ALONG THE NORTHEAST SIDE OF AN ABANDONED
 LS0190'SECTION OF OLD U.S. HIGHWAY 40 ON THE SLOPE THAT RISES TO THE
 LS0190'EAST FROM NEW U.S. HIGHWAY 40.  IT IS ABOUT 3 MILES AIRLINE
 LS0190'NORTH-NORTHEAST OF RYE PATCH RAILROAD STATION AND 200 YARDS
 LS0190'EAST OF U.S. HIGHWAY 40.
 LS0190'
 LS0190'TO REACH FROM THE POST OFFICE IN LOVELOCK, GO EAST FOR 1 BLOCK
 LS0190'TO U.S. HIGHWAY 40.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY 40
 LS0190'FOR 21.6 MILES TO THE ROAD TO RYE PATCH RAILROAD STATION ON
 LS0190'THE LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR 3.5 MILES TO A
 LS0190'CATTLE GUARD ON THE RIGHT.  TURN RIGHT ACROSS CATTLE GUARD
 LS0190'AND GO EAST FOR 40 YARDS TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 LS0190'FOLLOW TRACK ROAD SOUTH ALONG FENCE LINE FOR 0.15 MILE TO
 LS0190'BEGINNING OF OLD HARD SURFACED ROAD-BED AND THE AZIMUTH MARK
 LS0190'ON THE LEFT.  CONTINUE EAST ON OLD ROAD-BED FOR 0.45 MILE TO
 LS0190'STATION ON THE LEFT, 100 FEET AFTER PASSING UNDER A
 LS0190'TELEPHONE LINE.
 LS0190'
 LS0190'THE STATION MARK IS A STANDARD DISK STAMPED DOZE 1957, SET
 LS0190'IN THE TOP OF A 10-INCH-DIAMETER CONCRETE CYLINDER THAT PROJECTS
 LS0190'4 INCHES.  IT IS 22 FEET NORTHEAST OF THE CENTER LINE OF THE
 LS0190'OLD ROAD-BED, 90 FEET EAST OF A TELEPHONE LINE, 4.9 FEET
 LS0190'NORTHWEST OF A STANDARD WITNESS POST, AND UPON AN EMBANKMENT
 LS0190'ABOUT 3 FEET HIGHER THAN THE ROAD.
 LS0190'
 LS0190'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DOZE
 LS0190'NO 1 1957, SET IN THE TOP OF A 10-INCH-DIAMETER CONCRETE
 LS0190'CYLINDER FLUSH WITH THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN
 LS0190'THE STATION.
 LS0190'
 LS0190'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DOZE
 LS0190'NO 2 1957, SET IN THE TOP OF A 10-INCH-DIAMETER CONCRETE
 LS0190'CYLINDER THAT IS FLUSH WITH THE GROUND.  IT IS 24 FEET NORTHEAST
 LS0190'OF THE CENTER LINE OF THE OLD ROAD-BED AND AT THE SAME ELEVATION
 LS0190'AS THE STATION.
 LS0190'
 LS0190'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOZE 1957 1958,
 LS0190'CEMENTED IN A DRILL HOLE IN A 20-INCH BOULDER THAT PROJECTS
 LS0190'2 INCHES ABOVE GROUND.  IT IS 90 FEET EAST OF THE CENTER LINE
 LS0190'OF U.S. HIGHWAY 40, 33 FEET EAST OF A FENCE LINE, 24 FEET EAST
 LS0190'OF THE CENTER LINE OF THE OLD ROAD-BED, AND UPON AN EMBANKMENT
 LS0190'ABOUT 4 FEET HIGHER THAN THE ROAD-BED.
 LS0190
 LS0190                          STATION RECOVERY (1973)
 LS0190
 LS0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 LS0190'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  DUE
 LS0190'TO ROAD CHANGES IN THE AREA A NEW ROUTE TO THE STATION FOLLOWS.
 LS0190'
 LS0190'TO REACH THE STATION FROM LOVELOCK GO NORTHEAST ALONG U.S.
 LS0190'HIGHWAY 40 AND INTERSTATE HIGHWAY 80 FOR 22 MILES TO RYE PATCH
 LS0190'EXIT.  EXIT AND GO EAST ALONG A PAVED ROAD WHICH LEADS AROUND
 LS0190'THE NORTH SIDE OF A CAFE AND SERVICE STATION FOR 2.5 MILES
 LS0190'TO A PAVED CROSSROAD (T-INTERSECTION).  TURN LEFT AND FOLLOW
 LS0190'THE PAVED ROAD NORTH FOR 3.2 MILES TO THE STATION ON THE RIGHT.
 LS0190'THE STATION IS ABOUT 1/4 MILE SOUTH OF A LOCKED GATE AND
 LS0190'PAINTED CATTLE GUARD.
 LS0190'
 LS0190'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LS0190'
 LS0190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 23 MILES
 LS0190'NORTHEAST OF LOVELOCK
 LS0190
 LS0190                          STATION RECOVERY (1986)
 LS0190
 LS0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0190'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 16.5 KM (10.3
 LS0190'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 119) IN
 LS0190'OREANA, THENCE 0.16 KM (0.10 MI) EAST AND ACROSS COUNTRY, 9.8 METERS
 LS0190'(32.0 FT) SOUTHWEST OF RM 1, 9.8 METERS (32.0 FT) NORTHWEST OF RM 2,
 LS0190'7.0 METERS (23.0 FT) NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY.
 LS0190'NOTE--NOT LEVELED DURING THIS SURVEY.
 LS0190'THE MARK IS 1.5 METERS  SW FROM  A WITNESS POST
 LS0190'THE MARK IS 0.3 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0191 ***********************************************************************
 LS0191  DESIGNATION -  DOZE RM 1
 LS0191  PID         -  LS0191
 LS0191  STATE/COUNTY-  NV/PERSHING
 LS0191  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0191
 LS0191                         *CURRENT SURVEY CONTROL
 LS0191  ___________________________________________________________________
 LS0191* NAD 83(1986)-  40 29 38.     (N)    118 16 48.     (W)     SCALED    
 LS0191* NAVD 88     -      1346.251  (meters)    4416.83   (feet)  POSTED    
 LS0191  ___________________________________________________________________
 LS0191  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 LS0191  DYNAMIC HT  -        1345.170 (meters)    4413.28  (feet)  COMP
 LS0191  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 LS0191
 LS0191  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 LS0191
 LS0191.The horizontal coordinates were scaled from a topographic map and have
 LS0191.an estimated accuracy of +/- 6 seconds.
 LS0191
 LS0191.The orthometric height was determined by differential leveling
 LS0191.and adjusted by the National Geodetic Survey in 1992..
 LS0191.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 LS0191.rate of 3.1 thru 4.0 mm/km.
 LS0191
 LS0191.The geoid height was determined by GEOID03.
 LS0191
 LS0191.The dynamic height is computed by dividing the NAVD 88
 LS0191.geopotential number by the normal gravity value computed on the
 LS0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0191.degrees latitude (g = 980.6199 gals.).
 LS0191
 LS0191.The modeled gravity was interpolated from observed gravity values.
 LS0191
 LS0191;                    North         East    Units  Estimated Accuracy
 LS0191;SPC NV W     - 4,637,490.      825,710.      MT  (+/- 180 meters Scaled)
 LS0191
 LS0191                          SUPERSEDED SURVEY CONTROL
 LS0191
 LS0191  NGVD 29 (??/??/92) 1345.25   (m)         4413.5    (f) COMPUTED    2 0
 LS0191
 LS0191.Superseded values are not recommended for survey control.
 LS0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0191.See file dsdata.txt to determine how the superseded data were derived.
 LS0191
 LS0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE915833(NAD 83)
 LS0191_MARKER: DR = REFERENCE MARK DISK
 LS0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0191_SP_SET: CONCRETE POST
 LS0191_STAMPING: DOZE NO 1 1957
 LS0191_MARK LOGO: CGS   
 LS0191_PROJECTION: FLUSH
 LS0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0191+STABILITY: SURFACE MOTION
 LS0191
 LS0191  HISTORY     - Date     Condition        Report By
 LS0191  HISTORY     - 1957     MONUMENTED       CGS
 LS0191  HISTORY     - 1986     GOOD             NGS
 LS0191
 LS0191                          STATION DESCRIPTION
 LS0191
 LS0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0191'3.4 MI NE FROM RYE PATCH.
 LS0191'0.1 MILE EAST ALONG A DIRT ROAD FROM THE SECTION HOUSE AT RYE PATCH,
 LS0191'THENCE 3.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40, THENCE 0.1 MILE EAST
 LS0191'CROSS COUNTRY, 123.0 FEET EAST OF TELEPHONE POLE LINE, 55.0 FEET
 LS0191'NORTHEAST OF CENTER OF OLD HIGHWAY, 32.1 FEET NORTHEAST OF STATION
 LS0191'MARK, SET IN A ROUND CONCRETE POST PROJECTING 1 INCH ABOVE GROUND
 LS0191'SURFACE.
 LS0191
 LS0191                          STATION RECOVERY (1986)
 LS0191
 LS0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0191'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 16.5 KM (10.3
 LS0191'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 119) IN
 LS0191'OREANA, THENCE 0.16 KM (0.10 MI) EAST AND ACROSS COUNTRY, 37.5 METERS
 LS0191'(123 FT) EAST OF A TELEPHONE POLE, 16.8 METERS (55.0 FT) NORTHEAST OF
 LS0191'THE CENTERLINE OF THE OLD HIGHWAY, 9.8 METERS (32.0 FT) NORTHEAST OF
 LS0191'THE STATION MARK.  NOTE--NOT LEVELED DURING THIS SURVEY.
 LS0191'THE MARK IS 8.2 METERS  NE FROM  A WITNESS POST
 LS0191'THE MARK IS 0.5 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0189 ***********************************************************************
 LS0189  DESIGNATION -  DOZE RM 2
 LS0189  PID         -  LS0189
 LS0189  STATE/COUNTY-  NV/PERSHING
 LS0189  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0189
 LS0189                         *CURRENT SURVEY CONTROL
 LS0189  ___________________________________________________________________
 LS0189* NAD 83(1986)-  40 29 38.     (N)    118 16 48.     (W)     SCALED    
 LS0189* NAVD 88     -      1346.454  (meters)    4417.49   (feet)  POSTED    
 LS0189  ___________________________________________________________________
 LS0189  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 LS0189  DYNAMIC HT  -        1345.370 (meters)    4413.93  (feet)  COMP
 LS0189  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 LS0189
 LS0189  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 LS0189
 LS0189.The horizontal coordinates were scaled from a topographic map and have
 LS0189.an estimated accuracy of +/- 6 seconds.
 LS0189
 LS0189.The orthometric height was determined by differential leveling
 LS0189.and adjusted by the National Geodetic Survey in 1992..
 LS0189.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 LS0189.rate of 3.1 thru 4.0 mm/km.
 LS0189
 LS0189.The geoid height was determined by GEOID03.
 LS0189
 LS0189.The dynamic height is computed by dividing the NAVD 88
 LS0189.geopotential number by the normal gravity value computed on the
 LS0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0189.degrees latitude (g = 980.6199 gals.).
 LS0189
 LS0189.The modeled gravity was interpolated from observed gravity values.
 LS0189
 LS0189;                    North         East    Units  Estimated Accuracy
 LS0189;SPC NV W     - 4,637,490.      825,710.      MT  (+/- 180 meters Scaled)
 LS0189
 LS0189                          SUPERSEDED SURVEY CONTROL
 LS0189
 LS0189  NGVD 29 (??/??/92) 1345.45   (m)         4414.2    (f) COMPUTED    2 0
 LS0189
 LS0189.Superseded values are not recommended for survey control.
 LS0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0189.See file dsdata.txt to determine how the superseded data were derived.
 LS0189
 LS0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE915833(NAD 83)
 LS0189_MARKER: DR = REFERENCE MARK DISK
 LS0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0189_SP_SET: CONCRETE POST
 LS0189_STAMPING: DOZE NO 2 1957
 LS0189_MARK LOGO: CGS   
 LS0189_PROJECTION: FLUSH
 LS0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0189+STABILITY: SURFACE MOTION
 LS0189
 LS0189  HISTORY     - Date     Condition        Report By
 LS0189  HISTORY     - 1957     MONUMENTED       CGS
 LS0189  HISTORY     - 1986     GOOD             NGS
 LS0189
 LS0189                          STATION DESCRIPTION
 LS0189
 LS0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0189'3.4 MI NE FROM RYE PATCH.
 LS0189'0.1 MILE EAST ALONG A DIRT ROAD FROM THE SECTION HOUSE AT RYE PATCH,
 LS0189'THENCE 3.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40, THENCE 0.1 MILE EAST
 LS0189'CROSS COUNTRY, 116.0 FEET EAST OF TELEPHONE LINE, 26.0 FEET NORTHEAST
 LS0189'OF CENTER OF OLD HIGHWAY, 31.8 FEET SOUTHEAST OF STATION MARK, SET IN
 LS0189'A ROUND CONCRETE POST 1 INCH ABOVE GROUND SURFACE.
 LS0189
 LS0189                          STATION RECOVERY (1986)
 LS0189
 LS0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0189'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 16.5 KM (10.3
 LS0189'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 119) IN
 LS0189'OREANA, THENCE 0.16 KM (0.10 MI) EAST AND ACROSS COUNTRY, 35.4 METERS
 LS0189'(116 FT) EAST OF A TELEPHONE LINE, 9.8 METERS (32.0 FT) SOUTHEAST OF
 LS0189'THE STATION MARK, 7.9 METERS (26.0 FT) NORTHEAST OF THE CENTERLINE OF
 LS0189'THE OLD HIGHWAY.  NOTE--NOT LEVELED DURING THIS SURVEY.
 LS0189'THE MARK IS 9.9 METERS  SE FROM  A WITNESS POST
 LS0189'THE MARK IS 0.3 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0174 ***********************************************************************
 LS0174  DESIGNATION -  DRAFT
 LS0174  PID         -  LS0174
 LS0174  STATE/COUNTY-  NV/PERSHING
 LS0174  USGS QUAD   -  OREANA (1987)
 LS0174
 LS0174                         *CURRENT SURVEY CONTROL
 LS0174  ___________________________________________________________________
 LS0174* NAD 83(1994)-  40 21 09.00877(N)    118 18 28.28237(W)     ADJUSTED  
 LS0174* NAVD 88     -      1276.259  (meters)    4187.19   (feet)  ADJUSTED  
 LS0174  ___________________________________________________________________
 LS0174  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 LS0174  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 LS0174  DYNAMIC HT  -        1275.226 (meters)    4183.80  (feet)  COMP
 LS0174  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 LS0174
 LS0174  HORZ ORDER  -  SECOND
 LS0174  VERT ORDER  -  SECOND    CLASS 0
 LS0174
 LS0174.The horizontal coordinates were established by classical geodetic methods
 LS0174.and adjusted by the National Geodetic Survey in June 1998..
 LS0174
 LS0174.The orthometric height was determined by differential leveling
 LS0174.and adjusted by the National Geodetic Survey in June 1991..
 LS0174
 LS0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0174
 LS0174.The geoid height was determined by GEOID03.
 LS0174
 LS0174.The dynamic height is computed by dividing the NAVD 88
 LS0174.geopotential number by the normal gravity value computed on the
 LS0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0174.degrees latitude (g = 980.6199 gals.).
 LS0174
 LS0174.The modeled gravity was interpolated from observed gravity values.
 LS0174
 LS0174;                    North         East     Units Scale Factor Converg.
 LS0174;SPC NV W     - 4,621,786.117   823,400.319   MT  0.99990674   +0 10 42.1
 LS0174;SPC NV W     -15,163,309.95  2,701,439.21   sFT  0.99990674   +0 10 42.1
 LS0174;UTM  11      - 4,467,703.564   388,936.379   MT  0.99975184   -0 50 48.9
 LS0174
 LS0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0174!SPC NV W     -   0.99980331  x   0.99990674  =   0.99971007
 LS0174!UTM  11      -   0.99980331  x   0.99975184  =   0.99955520
 LS0174
 LS0174|---------------------------------------------------------------------|
 LS0174| PID    Reference Object                     Distance      Geod. Az  |
 LS0174|                                                           dddmmss.s |
 LS0174| LS0175 DRAFT RM 1                            6.368 METERS 12214     |
 LS0174| LS0169 DAD                                 APPROX. 4.8 KM 2030104.7 |
 LS0174| LS0173 DRAFT RM 2                            6.142 METERS 20725     |
 LS0174|---------------------------------------------------------------------|
 LS0174
 LS0174                          SUPERSEDED SURVEY CONTROL
 LS0174
 LS0174  NAD 83(1986)-  40 21 09.01562(N)    118 18 28.27855(W) AD(       ) 2
 LS0174  NAD 27      -  40 21 09.34770(N)    118 18 24.75710(W) AD(       ) 2
 LS0174  NGVD 29 (??/??/92) 1275.26   (m)         4183.9    (f) COMPUTED    2 0
 LS0174
 LS0174.Superseded values are not recommended for survey control.
 LS0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0174.See file dsdata.txt to determine how the superseded data were derived.
 LS0174
 LS0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE8893667704(NAD 83)
 LS0174_MARKER: DS = TRIANGULATION STATION DISK
 LS0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0174_SP_SET: CONCRETE POST
 LS0174_STAMPING: DRAFT 1957
 LS0174_MARK LOGO: CGS   
 LS0174_PROJECTION: PROJECTING 5 CENTIMETERS
 LS0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0174+STABILITY: SURFACE MOTION
 LS0174
 LS0174  HISTORY     - Date     Condition        Report By
 LS0174  HISTORY     - 1957     MONUMENTED       CGS
 LS0174  HISTORY     - 1957     GOOD             CGS
 LS0174  HISTORY     - 1986     GOOD             NGS
 LS0174
 LS0174                          STATION DESCRIPTION
 LS0174
 LS0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0174'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF LOVELOCK
 LS0174'AND ABOUT 0.1 MILE EAST OF U.S. HIGHWAY 40.  IT IS IN A FLAT
 LS0174'AREA, AT THE TOP OF A SMALL HUMMOCK.
 LS0174'
 LS0174'TO REACH FROM THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 40
 LS0174'IN LOVELOCK, GO NORTHEAST ON U.S. HIGHWAY 40 FOR 13.6 MILES
 LS0174'TO OREANA.  CONTINUE NORTHERLY ON THE HIGHWAY FOR 0.8 MILE
 LS0174'TO A WIRE GATE ON THE RIGHT.  TURN RIGHT THROUGH GATE AND GO
 LS0174'NORTH-NORTHEAST ON DIRT ROAD ALONG TELEPHONE LINE FOR 0.6 MILE
 LS0174'TO STATION ON LEFT.
 LS0174'
 LS0174'THE STATION MARK, STAMPED DRAFT 1957, IS A STANDARD BRONZE
 LS0174'DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 LS0174'2 INCHES.  IT IS 73.5 FEET WEST OF POLE NO. 3930 OF THE
 LS0174'TELEPHONE LINE AND 9 FEET SOUTHEAST OF A WHITE WITNESS POST.
 LS0174'
 LS0174'THE REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS
 LS0174'OF CONCRETE CYLINDERS WHICH PROJECT 2 INCHES.  THEY ARE STAMPED
 LS0174'DRAFT NO 1 1957 AND DRAFT NO 2 1957, RESPECTIVELY.
 LS0174
 LS0174                          STATION RECOVERY (1957)
 LS0174
 LS0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LS0174'1.55 MI N FROM OREANA.
 LS0174'1.55 MILES NORTH ALONG U.S. HIGHWAY 40 FROM THE SHELL SERVICE STATION
 LS0174'AND BAR AT OREANA, 496.0 FEET EAST OF CENTER LINE OF HIGHWAY, 73.0
 LS0174'FEET WEST OF TELEPHONE LINES, 21.3 FEET EAST OF R.M. 1, 21.1 FEET
 LS0174'NORTH OF R.M. 2, 8.6 FEET SOUTHEAST OF WITNESS POST, SET IN A ROUND
 LS0174'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 LS0174
 LS0174                          STATION RECOVERY (1986)
 LS0174
 LS0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0174'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 2.21 KM (1.38
 LS0174'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS IN OREANA,
 LS0174'0.36 KM (0.22 MI) NORTH OF MILEPOST 121, 147.2 METERS (483 FT) EAST OF
 LS0174'THE CENTERLINE OF THE EASTBOUND LANES, 86.8 METERS (285 FT) EAST OF A
 LS0174'FENCE, 22.2 METERS (73.0 FT) WEST OF A TELEPHONE POLE, 6.6 METERS
 LS0174'(21.5 FT) WEST OF RM 1, 6.4 METERS (21.0 FT) NORTH OF RM 2.  NOTE--NOT
 LS0174'LEVELED DURING THIS SURVEY.
 LS0174'THE MARK IS 2.6 METERS  E FROM  A WITNESS POST
 LS0174'THE MARK IS ABOVE LEVEL WITH THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0175 ***********************************************************************
 LS0175  DESIGNATION -  DRAFT RM 1
 LS0175  PID         -  LS0175
 LS0175  STATE/COUNTY-  NV/PERSHING
 LS0175  USGS QUAD   -  OREANA (1987)
 LS0175
 LS0175                         *CURRENT SURVEY CONTROL
 LS0175  ___________________________________________________________________
 LS0175* NAD 83(1986)-  40 21 09.     (N)    118 18 28.     (W)     SCALED    
 LS0175* NAVD 88     -      1276.323  (meters)    4187.40   (feet)  ADJUSTED  
 LS0175  ___________________________________________________________________
 LS0175  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 LS0175  DYNAMIC HT  -        1275.290 (meters)    4184.01  (feet)  COMP
 LS0175  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 LS0175
 LS0175  VERT ORDER  -  SECOND    CLASS 0
 LS0175
 LS0175.The horizontal coordinates were scaled from a topographic map and have
 LS0175.an estimated accuracy of +/- 6 seconds.
 LS0175
 LS0175.The orthometric height was determined by differential leveling
 LS0175.and adjusted by the National Geodetic Survey in June 1991..
 LS0175
 LS0175.The geoid height was determined by GEOID03.
 LS0175
 LS0175.The dynamic height is computed by dividing the NAVD 88
 LS0175.geopotential number by the normal gravity value computed on the
 LS0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0175.degrees latitude (g = 980.6199 gals.).
 LS0175
 LS0175.The modeled gravity was interpolated from observed gravity values.
 LS0175
 LS0175;                    North         East    Units  Estimated Accuracy
 LS0175;SPC NV W     - 4,621,790.      823,410.      MT  (+/- 180 meters Scaled)
 LS0175
 LS0175                          SUPERSEDED SURVEY CONTROL
 LS0175
 LS0175  NGVD 29 (??/??/92) 1275.33   (m)         4184.1    (f) COMPUTED    2 0
 LS0175
 LS0175.Superseded values are not recommended for survey control.
 LS0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0175.See file dsdata.txt to determine how the superseded data were derived.
 LS0175
 LS0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE889677(NAD 83)
 LS0175_MARKER: DR = REFERENCE MARK DISK
 LS0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0175_SP_SET: CONCRETE POST
 LS0175_STAMPING: DRAFT NO 1 1957
 LS0175_MARK LOGO: CGS   
 LS0175_PROJECTION: PROJECTING 5 CENTIMETERS
 LS0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0175+STABILITY: SURFACE MOTION
 LS0175
 LS0175  HISTORY     - Date     Condition        Report By
 LS0175  HISTORY     - 1957     MONUMENTED       CGS
 LS0175  HISTORY     - 1986     GOOD             NGS
 LS0175
 LS0175                          STATION DESCRIPTION
 LS0175
 LS0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0175'1.55 MI N FROM OREANA.
 LS0175'1.55 MILES NORTH ALONG U.S. HIGHWAY 40 FROM THE SHELL SERVICE STATION
 LS0175'AND BAR AT OREANA, 508.0 FEET EAST OF CENTER LINE OF HIGHWAY, 54.0
 LS0175'FEET WEST OF TELEPHONE LINE, 21.3 FEET WEST OF STATION MARK, SET IN A
 LS0175'ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 LS0175
 LS0175                          STATION RECOVERY (1986)
 LS0175
 LS0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0175'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 2.21 KM (1.38
 LS0175'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS IN OREANA,
 LS0175'0.36 KM (0.22 MI) NORTH OF MILEPOST 121, 153.7 METERS (504.5 FT) EAST
 LS0175'OF THE CENTERLINE OF THE EASTBOUND LANES, 93.4 METERS (306.5 FT) EAST
 LS0175'OF A FENCE, 16.4 METERS (54.0 FT) WEST OF A TELEPHONE POLE, 8.4 METERS
 LS0175'(27.5 FT) NORTHEAST OF RM 2, 6.5 METERS (21.5 FT) EAST OF THE STATION
 LS0175'MARK.  NOTE--NOT LEVELED DURING THIS SURVEY.
 LS0175'THE MARK IS 9.1 METERS  E FROM  A WITNESS POST
 LS0175'THE MARK IS ABOVE LEVEL WITH THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0173 ***********************************************************************
 LS0173  DESIGNATION -  DRAFT RM 2
 LS0173  PID         -  LS0173
 LS0173  STATE/COUNTY-  NV/PERSHING
 LS0173  USGS QUAD   -  OREANA (1987)
 LS0173
 LS0173                         *CURRENT SURVEY CONTROL
 LS0173  ___________________________________________________________________
 LS0173* NAD 83(1986)-  40 21 09.     (N)    118 18 28.     (W)     SCALED    
 LS0173* NAVD 88     -      1276.162  (meters)    4186.87   (feet)  ADJUSTED  
 LS0173  ___________________________________________________________________
 LS0173  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 LS0173  DYNAMIC HT  -        1275.129 (meters)    4183.49  (feet)  COMP
 LS0173  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 LS0173
 LS0173  VERT ORDER  -  SECOND    CLASS 0
 LS0173
 LS0173.The horizontal coordinates were scaled from a topographic map and have
 LS0173.an estimated accuracy of +/- 6 seconds.
 LS0173
 LS0173.The orthometric height was determined by differential leveling
 LS0173.and adjusted by the National Geodetic Survey in June 1991..
 LS0173
 LS0173.The geoid height was determined by GEOID03.
 LS0173
 LS0173.The dynamic height is computed by dividing the NAVD 88
 LS0173.geopotential number by the normal gravity value computed on the
 LS0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0173.degrees latitude (g = 980.6199 gals.).
 LS0173
 LS0173.The modeled gravity was interpolated from observed gravity values.
 LS0173
 LS0173;                    North         East    Units  Estimated Accuracy
 LS0173;SPC NV W     - 4,621,790.      823,410.      MT  (+/- 180 meters Scaled)
 LS0173
 LS0173                          SUPERSEDED SURVEY CONTROL
 LS0173
 LS0173  NGVD 29 (??/??/92) 1275.16   (m)         4183.6    (f) COMPUTED    2 0
 LS0173
 LS0173.Superseded values are not recommended for survey control.
 LS0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0173.See file dsdata.txt to determine how the superseded data were derived.
 LS0173
 LS0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE889677(NAD 83)
 LS0173_MARKER: DR = REFERENCE MARK DISK
 LS0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0173_SP_SET: CONCRETE POST
 LS0173_STAMPING: DRAFT NO 2 1957
 LS0173_MARK LOGO: CGS   
 LS0173_PROJECTION: PROJECTING 5 CENTIMETERS
 LS0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0173+STABILITY: SURFACE MOTION
 LS0173
 LS0173  HISTORY     - Date     Condition        Report By
 LS0173  HISTORY     - 1957     MONUMENTED       CGS
 LS0173  HISTORY     - 1986     GOOD             NGS
 LS0173
 LS0173                          STATION DESCRIPTION
 LS0173
 LS0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0173'1.55 MI N FROM OREANA.
 LS0173'1.55 MILES NORTH ALONG U.S. HIGHWAY 40 FROM THE SHELL SERVICE STATION
 LS0173'AND BAR AT OREANA, 481.0 FEET EAST OF CENTER LINE OF HIGHWAY, 80.0
 LS0173'FEET WEST OF TELEPHONE LINE, 21.1 FEET SOUTH OF STATION MARK, SET IN A
 LS0173'ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 LS0173
 LS0173                          STATION RECOVERY (1986)
 LS0173
 LS0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0173'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 2.21 KM (1.38
 LS0173'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS IN OREANA,
 LS0173'0.36 KM (0.22 MI) NORTH OF MILEPOST 121, 145.7 METERS (478 FT) EAST OF
 LS0173'THE CENTERLINE OF THE EASTBOUND LANES, 85.3 METERS (280 FT) EAST OF A
 LS0173'FENCE, 24.4 METERS (80.0 FT) WEST OF A TELEPHONE POLE, 8.4 METERS
 LS0173'(27.5 FT) SOUTHWEST OF RM 1, 6.4 METERS (21.0 FT) SOUTH OF THE STATION
 LS0173'MARK.  NOTE--NOT LEVELED DURING THIS SURVEY.
 LS0173'THE MARK IS 7.0 METERS  SW FROM  A WITNESS POST
 LS0173'THE MARK IS ABOVE LEVEL WITH THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0425 ***********************************************************************
 GS0425  DESIGNATION -  DRAIN
 GS0425  PID         -  GS0425
 GS0425  STATE/COUNTY-  NV/NYE
 GS0425  USGS QUAD   -  FRANKLIN WELL (1987)
 GS0425
 GS0425                         *CURRENT SURVEY CONTROL
 GS0425  ___________________________________________________________________
 GS0425* NAD 83(1994)-  36 27 52.16747(N)    116 25 03.01635(W)     ADJUSTED  
 GS0425* NAVD 88     -       688.181  (meters)    2257.81   (feet)  ADJUSTED  
 GS0425  ___________________________________________________________________
 GS0425  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 GS0425  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GS0425  DYNAMIC HT  -         687.481 (meters)    2255.51  (feet)  COMP
 GS0425  MODELED GRAV-     979,594.4   (mgal)                       NAVD 88
 GS0425
 GS0425  HORZ ORDER  -  SECOND
 GS0425  VERT ORDER  -  FIRST     CLASS II
 GS0425
 GS0425.The horizontal coordinates were established by classical geodetic methods
 GS0425.and adjusted by the National Geodetic Survey in June 1998..
 GS0425
 GS0425.The orthometric height was determined by differential leveling
 GS0425.and adjusted by the National Geodetic Survey in June 1991..
 GS0425
 GS0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0425
 GS0425.The geoid height was determined by GEOID03.
 GS0425
 GS0425.The dynamic height is computed by dividing the NAVD 88
 GS0425.geopotential number by the normal gravity value computed on the
 GS0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0425.degrees latitude (g = 980.6199 gals.).
 GS0425
 GS0425.The modeled gravity was interpolated from observed gravity values.
 GS0425
 GS0425;                    North         East     Units Scale Factor Converg.
 GS0425;SPC NV C     - 6,190,235.632   522,330.685   MT  0.99990614   +0 08 53.1
 GS0425;SPC NV C     -20,309,131.40  1,713,679.92   sFT  0.99990614   +0 08 53.1
 GS0425;SPC CA 4     -   628,626.428 2,231,433.517   MT  0.99994471   +1 32 26.5
 GS0425;SPC CA 4     - 2,062,418.54  7,320,961.46   sFT  0.99994471   +1 32 26.5
 GS0425;UTM  11      - 4,035,626.966   552,189.610   MT  0.99963356   +0 20 46.3
 GS0425
 GS0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0425!SPC NV C     -   0.99989648  x   0.99990614  =   0.99980263
 GS0425!SPC CA 4     -   0.99989648  x   0.99994471  =   0.99984120
 GS0425!UTM  11      -   0.99989648  x   0.99963356  =   0.99953008
 GS0425
 GS0425|---------------------------------------------------------------------|
 GS0425| PID    Reference Object                     Distance      Geod. Az  |
 GS0425|                                                           dddmmss.s |
 GS0425| GS0426 DRAIN RM 1                           14.203 METERS 08318     |
 GS0425| GS0427 DRAIN RM 2                           14.448 METERS 17732     |
 GS0425| GS0895 BOUNDARY MON 100 ECC                APPROX. 8.8 KM 2811314.2 |
 GS0425| GS0428 DRAIN AZ MK                                        3464552.5 |
 GS0425|---------------------------------------------------------------------|
 GS0425
 GS0425                          SUPERSEDED SURVEY CONTROL
 GS0425
 GS0425  NAD 83(1992)-  36 27 52.16535(N)    116 25 03.01634(W) AD(1991.35) 2
 GS0425  NAD 83(1992)-  36 27 52.16393(N)    116 25 03.01591(W) AD(       ) 2
 GS0425  NAD 83(1986)-  36 27 52.15625(N)    116 25 03.01937(W) AD(       ) 2
 GS0425  NAD 27      -  36 27 52.31900(N)    116 24 59.85400(W) AD(       ) 2
 GS0425  NGVD 29 (05/01/91)  687.392  (m)         2255.22   (f) ADJUSTED    1 2
 GS0425
 GS0425.Superseded values are not recommended for survey control.
 GS0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0425.See file dsdata.txt to determine how the superseded data were derived.
 GS0425
 GS0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA5219035627(NAD 83)
 GS0425_MARKER: DS = TRIANGULATION STATION DISK
 GS0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0425_SP_SET: CONCRETE POST
 GS0425_STAMPING: DRAIN 1949
 GS0425_MARK LOGO: CGS   
 GS0425_PROJECTION: PROJECTING 12 CENTIMETERS
 GS0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0425+STABILITY: SURFACE MOTION
 GS0425
 GS0425  HISTORY     - Date     Condition        Report By
 GS0425  HISTORY     - 1949     MONUMENTED       CGS
 GS0425  HISTORY     - 1969     SEE DESCRIPTION  CGS
 GS0425  HISTORY     - 1982     GOOD             NGS
 GS0425
 GS0425                          STATION DESCRIPTION
 GS0425
 GS0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0425'THE STATION IS LOCATED ON A SLIGHT ELEVATION ON THE AMARGOSA
 GS0425'DESERT, ABOUT 1/2 MILE EAST OF THE NEVADA STATE HIGHWAY NO.
 GS0425'29, 11 MILES NORTH OF DEATH VALLEY JUNCTION, AND 12 MILES
 GS0425'SOUTH OF LATHROP WELLS.  THE STATION MARK IS 150 FEET SOUTHEAST
 GS0425'OF AN EMBANKMENT, AND 7.3 FEET SOUTHWEST OF A WHITE WITNESS
 GS0425'POST.  THE MARK IS SET IN A 1 BY 1 FOOT CONCRETE BLOCK
 GS0425'PROJECTING 9 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 GS0425'STAMPED DRAIN 1949.
 GS0425'
 GS0425'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 1 BY 1
 GS0425'FOOT CONCRETE POST PROJECTING 1 FOOT ABOVE THE SURFACE OF
 GS0425'THE GROUND.  IT IS STAMPED DRAIN NO 1 1949.
 GS0425'
 GS0425'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 1 BY 1 FOOT
 GS0425'CONCRETE POST PROJECTING 5 INCHES ABOVE THE SURFACE OF THE
 GS0425'GROUND.  IT IS STAMPED DRAIN NO 2 1949.
 GS0425'
 GS0425'THE AZIMUTH MARK IS A STANDARD DISK 20 FEET EAST OF THE
 GS0425'CENTERLINE OF THE NEVADA STATE HIGHWAY NO. 29 AND 0.6 FEET
 GS0425'NORTH OF THE SOUTH END OF A CONCRETE CULVERT.  THE MARK IS
 GS0425'SET IN THE TOP OF THE CONCRETE CULVERT PROJECTING 10 INCHES
 GS0425'ABOVE THE SURFACE OF THE GROUND, AND AT THE SAME LEVEL AS
 GS0425'THE HIGHWAY.  IT IS STAMPED DRAIN 1949.
 GS0425'
 GS0425'TO REACH FROM LATHROP WELLS AT THE JUNCTION OF U.S. HIGHWAY
 GS0425'95 AND THE NEVADA STATE HIGHWAY 29, TRAVEL SOUTH ON NEVADA
 GS0425'STATE HIGHWAY 29 FOR 12.8 MILES TO THE AZIMUTH MARK SET IN
 GS0425'A CONCRET CULVERT ON THE LEFT.  FROM THE AZIMUTH MARK TURN
 GS0425'LEFT CROSS COUNTRY AND GO SOUTHEAST 1/4 MILE TO THE TOP OF
 GS0425'A LOW RIDGE AND THE STATION SITE.
 GS0425
 GS0425                          STATION RECOVERY (1969)
 GS0425
 GS0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WFF)
 GS0425'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK
 GS0425'AND REFERENCE MARKS WERE FOUND AND WERE IN GOOD CONDITION.
 GS0425'A SEARCH FOR THE AZIMUTH MARK WAS MADE AND IT IS BELIEVED
 GS0425'TO BE DESTROYED.
 GS0425'
 GS0425'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE ADEQUATE.
 GS0425'
 GS0425'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 GS0425'NORTH OF DEATH VALLEY JUNCTION
 GS0425
 GS0425                          STATION RECOVERY (1982)
 GS0425
 GS0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GS0425'18.25 KM(11.4 MI) NORTH FROM DEATH VALLEY JUNCTION CA.
 GS0425'17.85 KM (11.15 MI) NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 GS0425'STATE HIGHWAY 190 AT DEATH VALLEY JUNCTION, THENCE 0.4 KM (0.25 MI)
 GS0425'EAST ACROSS COUNTRY TO THE TOP OF AN EMBANKMENT, 0.5 KM (0.3 MI)
 GS0425'SOUTHEAST ACROSS COUNTRY FROM MILEPOST 4, 14.2 METERS (46.6 FT) WEST
 GS0425'OF RM 1, 14.5 METERS (47.4 FT) NORTH OF RM 2.
 GS0425'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 GS0425'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0428 ***********************************************************************
 GS0428  DESIGNATION -  DRAIN AZ MK
 GS0428  PID         -  GS0428
 GS0428  STATE/COUNTY-  NV/NYE
 GS0428  USGS QUAD   -  FRANKLIN WELL (1987)
 GS0428
 GS0428                         *CURRENT SURVEY CONTROL
 GS0428  ___________________________________________________________________
 GS0428* NAD 83(1986)-  36 28 43.     (N)    116 25 17.     (W)     SCALED    
 GS0428* NAVD 88     -       688.217  (meters)    2257.93   (feet)  ADJUSTED  
 GS0428  ___________________________________________________________________
 GS0428  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 GS0428  DYNAMIC HT  -         687.519 (meters)    2255.64  (feet)  COMP
 GS0428  MODELED GRAV-     979,596.1   (mgal)                       NAVD 88
 GS0428
 GS0428  VERT ORDER  -  FIRST     CLASS II
 GS0428
 GS0428.The horizontal coordinates were scaled from a topographic map and have
 GS0428.an estimated accuracy of +/- 6 seconds.
 GS0428
 GS0428.The orthometric height was determined by differential leveling
 GS0428.and adjusted by the National Geodetic Survey in June 1991..
 GS0428
 GS0428.The geoid height was determined by GEOID03.
 GS0428
 GS0428.The dynamic height is computed by dividing the NAVD 88
 GS0428.geopotential number by the normal gravity value computed on the
 GS0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0428.degrees latitude (g = 980.6199 gals.).
 GS0428
 GS0428.The modeled gravity was interpolated from observed gravity values.
 GS0428
 GS0428;                    North         East    Units  Estimated Accuracy
 GS0428;SPC NV C     - 6,191,800.      521,980.      MT  (+/- 180 meters Scaled)
 GS0428
 GS0428                          SUPERSEDED SURVEY CONTROL
 GS0428
 GS0428  NGVD 29 (05/01/91)  687.428  (m)         2255.34   (f) ADJUSTED    1 2
 GS0428
 GS0428.Superseded values are not recommended for survey control.
 GS0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0428.See file dsdata.txt to determine how the superseded data were derived.
 GS0428
 GS0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA518371(NAD 83)
 GS0428_MARKER: DZ = AZIMUTH MARK DISK
 GS0428_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GS0428_SP_SET: HEADWALL
 GS0428_STAMPING: DRAIN 1949
 GS0428_MARK LOGO: CGS   
 GS0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0428+STABILITY: SURFACE MOTION
 GS0428
 GS0428  HISTORY     - Date     Condition        Report By
 GS0428  HISTORY     - 1949     MONUMENTED       CGS
 GS0428  HISTORY     - 1982     GOOD             NGS
 GS0428
 GS0428                          STATION DESCRIPTION
 GS0428
 GS0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0428'19.4 KM(12.1 MI) NORTH FROM DEATH VALLEY JUNCTION CA.
 GS0428'19.4 KM (12.1 MI) NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 GS0428'STATE HIGHWAY 190 AT DEATH VALLEY JUNCTION, IN TOP OF THE SOUTH END OF
 GS0428'THE EAST CONCRETE HEADWALL OF A 36-INCH CORRUGATED METAL PIPE CULVERT,
 GS0428'18.7 KM (11.65 MI) SOUTH OF LATHROP WELLS, 0.3 KM (0.2 MI) SOUTH OF
 GS0428'MILEPOST 5 AND THE CROSSING OF A POWER LINE, 6.1 METERS (20 FT) EAST
 GS0428'OF THE CENTERLINE OF THE HIGHWAY.
 GS0428'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0426 ***********************************************************************
 GS0426  DESIGNATION -  DRAIN RM 1
 GS0426  PID         -  GS0426
 GS0426  STATE/COUNTY-  NV/NYE
 GS0426  USGS QUAD   -  FRANKLIN WELL (1987)
 GS0426
 GS0426                         *CURRENT SURVEY CONTROL
 GS0426  ___________________________________________________________________
 GS0426* NAD 83(1986)-  36 27 53.     (N)    116 25 03.     (W)     SCALED    
 GS0426* NAVD 88     -       688.199  (meters)    2257.87   (feet)  ADJUSTED  
 GS0426  ___________________________________________________________________
 GS0426  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GS0426  DYNAMIC HT  -         687.499 (meters)    2255.57  (feet)  COMP
 GS0426  MODELED GRAV-     979,594.0   (mgal)                       NAVD 88
 GS0426
 GS0426  VERT ORDER  -  FIRST     CLASS II
 GS0426
 GS0426.The horizontal coordinates were scaled from a topographic map and have
 GS0426.an estimated accuracy of +/- 6 seconds.
 GS0426
 GS0426.The orthometric height was determined by differential leveling
 GS0426.and adjusted by the National Geodetic Survey in June 1991..
 GS0426
 GS0426.The geoid height was determined by GEOID03.
 GS0426
 GS0426.The dynamic height is computed by dividing the NAVD 88
 GS0426.geopotential number by the normal gravity value computed on the
 GS0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0426.degrees latitude (g = 980.6199 gals.).
 GS0426
 GS0426.The modeled gravity was interpolated from observed gravity values.
 GS0426
 GS0426;                    North         East    Units  Estimated Accuracy
 GS0426;SPC NV C     - 6,190,260.      522,330.      MT  (+/- 180 meters Scaled)
 GS0426
 GS0426                          SUPERSEDED SURVEY CONTROL
 GS0426
 GS0426  NGVD 29 (05/01/91)  687.410  (m)         2255.28   (f) ADJUSTED    1 2
 GS0426
 GS0426.Superseded values are not recommended for survey control.
 GS0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0426.See file dsdata.txt to determine how the superseded data were derived.
 GS0426
 GS0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA521356(NAD 83)
 GS0426_MARKER: DR = REFERENCE MARK DISK
 GS0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0426_SP_SET: CONCRETE POST
 GS0426_STAMPING: DRAIN NO 1 1949
 GS0426_MARK LOGO: CGS   
 GS0426_PROJECTION: PROJECTING 10 CENTIMETERS
 GS0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0426+STABILITY: SURFACE MOTION
 GS0426
 GS0426  HISTORY     - Date     Condition        Report By
 GS0426  HISTORY     - 1949     MONUMENTED       CGS
 GS0426  HISTORY     - 1982     GOOD             NGS
 GS0426
 GS0426                          STATION DESCRIPTION
 GS0426
 GS0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0426'18.25 KM(11.4 MI) NORTH FROM DEATH VALLEY JUNCTION CA.
 GS0426'17.85 KM (11.15 MI) NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 GS0426'STATE HIGHWAY 190 AT DEATH VALLEY JUNCTION, THENCE 0.4 KM (0.25 MI)
 GS0426'EAST ACROSS COUNTRY TO THE TOP OF AN EMBANKMENT, 0.5 KM (0.3 MI)
 GS0426'SOUTHEAST ACROSS COUNTRY FROM MILEPOST 4, 21.5 METERS (70.5 FT)
 GS0426'NORTHEAST OF RM 2, 14.2 METERS (46.6 FT) EAST OF THE STATION.
 GS0426'THE MARK IS 13.5 METERS  E FROM A WITNESS POST.
 GS0426'THE MARK IS ABOVE LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0427 ***********************************************************************
 GS0427  DESIGNATION -  DRAIN RM 2
 GS0427  PID         -  GS0427
 GS0427  STATE/COUNTY-  NV/NYE
 GS0427  USGS QUAD   -  FRANKLIN WELL (1987)
 GS0427
 GS0427                         *CURRENT SURVEY CONTROL
 GS0427  ___________________________________________________________________
 GS0427* NAD 83(1986)-  36 27 53.     (N)    116 25 03.     (W)     SCALED    
 GS0427* NAVD 88     -       687.972  (meters)    2257.12   (feet)  ADJUSTED  
 GS0427  ___________________________________________________________________
 GS0427  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 GS0427  DYNAMIC HT  -         687.273 (meters)    2254.83  (feet)  COMP
 GS0427  MODELED GRAV-     979,594.0   (mgal)                       NAVD 88
 GS0427
 GS0427  VERT ORDER  -  FIRST     CLASS II
 GS0427
 GS0427.The horizontal coordinates were scaled from a topographic map and have
 GS0427.an estimated accuracy of +/- 6 seconds.
 GS0427
 GS0427.The orthometric height was determined by differential leveling
 GS0427.and adjusted by the National Geodetic Survey in June 1991..
 GS0427
 GS0427.The geoid height was determined by GEOID03.
 GS0427
 GS0427.The dynamic height is computed by dividing the NAVD 88
 GS0427.geopotential number by the normal gravity value computed on the
 GS0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0427.degrees latitude (g = 980.6199 gals.).
 GS0427
 GS0427.The modeled gravity was interpolated from observed gravity values.
 GS0427
 GS0427;                    North         East    Units  Estimated Accuracy
 GS0427;SPC NV C     - 6,190,260.      522,330.      MT  (+/- 180 meters Scaled)
 GS0427
 GS0427                          SUPERSEDED SURVEY CONTROL
 GS0427
 GS0427  NGVD 29 (05/01/91)  687.183  (m)         2254.53   (f) ADJUSTED    1 2
 GS0427
 GS0427.Superseded values are not recommended for survey control.
 GS0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0427.See file dsdata.txt to determine how the superseded data were derived.
 GS0427
 GS0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA521356(NAD 83)
 GS0427_MARKER: DR = REFERENCE MARK DISK
 GS0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0427_SP_SET: CONCRETE POST
 GS0427_STAMPING: DRAIN NO 2 1949
 GS0427_MARK LOGO: CGS   
 GS0427_PROJECTION: PROJECTING 10 CENTIMETERS
 GS0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0427+STABILITY: SURFACE MOTION
 GS0427
 GS0427  HISTORY     - Date     Condition        Report By
 GS0427  HISTORY     - 1949     MONUMENTED       CGS
 GS0427  HISTORY     - 1982     GOOD             NGS
 GS0427
 GS0427                          STATION DESCRIPTION
 GS0427
 GS0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0427'18.25 KM(11.4 MI) NORTH FROM DEATH VALLEY JUNCTION CA.
 GS0427'17.85 KM (11.15 MI) NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 GS0427'STATE HIGHWAY 190 AT DEATH VALLEY JUNCTION, THENCE 0.4 KM (0.25 MI)
 GS0427'EAST ACROSS COUNTRY TO THE TOP OF AN EMBANKMENT, 0.5 KM (0.3 MI)
 GS0427'SOUTHEAST OF AND ACROSS COUNTRY FROM MILEPOST 4, 21.5 METERS (70.5 FT)
 GS0427'SOUTHWEST OF RM 1, 14.45 METERS (47.4 FT) SOUTH OF THE STATION.
 GS0427'THE MARK IS 14.4 METERS  S FROM A WITNESS POST.
 GS0427'THE MARK IS ABOVE LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0151 ***********************************************************************
 LS0151  DESIGNATION -  DRIFT
 LS0151  PID         -  LS0151
 LS0151  STATE/COUNTY-  NV/PERSHING
 LS0151  USGS QUAD   -  LOVELOCK (1987)
 LS0151
 LS0151                         *CURRENT SURVEY CONTROL
 LS0151  ___________________________________________________________________
 LS0151* NAD 83(1994)-  40 11 57.47970(N)    118 26 12.49500(W)     ADJUSTED  
 LS0151* NAVD 88     -      1223.147  (meters)    4012.94   (feet)  ADJUSTED  
 LS0151  ___________________________________________________________________
 LS0151  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 LS0151  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 LS0151  DYNAMIC HT  -        1222.158 (meters)    4009.70  (feet)  COMP
 LS0151  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 LS0151
 LS0151  HORZ ORDER  -  SECOND
 LS0151  VERT ORDER  -  SECOND    CLASS 0
 LS0151
 LS0151.The horizontal coordinates were established by classical geodetic methods
 LS0151.and adjusted by the National Geodetic Survey in June 1998..
 LS0151
 LS0151.The orthometric height was determined by differential leveling
 LS0151.and adjusted by the National Geodetic Survey in June 1991..
 LS0151
 LS0151.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0151
 LS0151.The geoid height was determined by GEOID03.
 LS0151
 LS0151.The dynamic height is computed by dividing the NAVD 88
 LS0151.geopotential number by the normal gravity value computed on the
 LS0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0151.degrees latitude (g = 980.6199 gals.).
 LS0151
 LS0151.The modeled gravity was interpolated from observed gravity values.
 LS0151
 LS0151;                    North         East     Units Scale Factor Converg.
 LS0151;SPC NV W     - 4,604,750.092   812,474.992   MT  0.99990192   +0 05 40.5
 LS0151;SPC NV W     -15,107,417.59  2,665,595.04   sFT  0.99990192   +0 05 40.5
 LS0151;UTM  11      - 4,450,867.741   377,709.968   MT  0.99978410   -0 55 39.0
 LS0151
 LS0151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0151!SPC NV W     -   0.99981173  x   0.99990192  =   0.99971367
 LS0151!UTM  11      -   0.99981173  x   0.99978410  =   0.99959587
 LS0151
 LS0151|---------------------------------------------------------------------|
 LS0151| PID    Reference Object                     Distance      Geod. Az  |
 LS0151|                                                           dddmmss.s |
 LS0151| LS0150 DRIFT RM 1                           18.540 METERS 02704     |
 LS0151| LS0585 LOVELOCK RAD STA KOB 893 MAST       APPROX. 4.0 KM 2390306.5 |
 LS0151| LS0601 LOVELOCK POINT                      APPROX. 8.0 KM 2662223.4 |
 LS0151| LS0152 DRIFT RM 2                            8.103 METERS 29526     |
 LS0151|---------------------------------------------------------------------|
 LS0151
 LS0151                          SUPERSEDED SURVEY CONTROL
 LS0151
 LS0151  NAD 83(1986)-  40 11 57.48701(N)    118 26 12.49000(W) AD(       ) 2
 LS0151  NAD 27      -  40 11 57.81490(N)    118 26 08.96780(W) AD(       ) 2
 LS0151  NGVD 29 (??/??/92) 1222.18   (m)         4009.8    (f) COMPUTED    2 0
 LS0151
 LS0151.Superseded values are not recommended for survey control.
 LS0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0151.See file dsdata.txt to determine how the superseded data were derived.
 LS0151
 LS0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE7771050868(NAD 83)
 LS0151_MARKER: DS = TRIANGULATION STATION DISK
 LS0151_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LS0151_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LS0151_STAMPING: DRIFT 1957
 LS0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0151
 LS0151  HISTORY     - Date     Condition        Report By
 LS0151  HISTORY     - 1957     MONUMENTED       CGS
 LS0151  HISTORY     - 1957     GOOD             CGS
 LS0151
 LS0151                          STATION DESCRIPTION
 LS0151
 LS0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0151'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF THE CENTER OF
 LS0151'LOVELOCK, 1 MILE NORTHEAST OF THE OLD AIRPORT AND HANGAR AND
 LS0151'120 FEET EAST OF THE BANK OF THE HUMBOLDT RIVER.  ON A PROMINENT
 LS0151'SAND DUNE SPARSELY COVERED WITH VEGETATION.
 LS0151'
 LS0151'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION IN LOVELOCK,
 LS0151'GO NORTH (ALONG THE WEST SIDE OF THE RAILROAD TRACKS) FOR 0.6
 LS0151'MILE TO A BLACK-TOP ROAD RIGHT AT SIGN LOVELOCK AIRPORT.  TURN
 LS0151'RIGHT ACROSS TRACKS AND GO EAST FOR 0.9 MILE TO CATTLE GUARD
 LS0151'AT OLD HANGAR.  TURN LEFT ON GRAVEL ROAD AND GO NORTHEAST
 LS0151'THROUGH SANDY FLATS FOR 1.1 MILES, TURN LEFT ON TRACKS WESTERLY
 LS0151'THROUGH DUNES FOR 0.1 MILE TO THE END OF TRUCK TRAVEL ON THE
 LS0151'SOUTH SIDE OF THE HIGHEST DUNE AND THE STATION ABOUT 20 YARDS
 LS0151'TO THE NORTH OF THIS POINT.
 LS0151'
 LS0151'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN TOP
 LS0151'OF CONCRETE FILLED PIPES 5 INCHES IN DIAMETER AND ABOUT 3-1/2
 LS0151'FEET LONG.
 LS0151'
 LS0151'THE STATION MARK, STAMPED DRIFT 1957, PROJECTS ABOUT 7 INCHES.
 LS0151'IT IS 13 FEET WEST OF A WITNESS POST WHICH IS ON THE HIGHEST
 LS0151'POINT OF THE SAND DUNE.
 LS0151'
 LS0151'REFERENCE MARK 1, STAMPED DRIFT NO 1 1957, PROJECTS ABOUT 6
 LS0151'INCHES AND IS ABOUT 10 FEET LOWER THAN THE STATION.
 LS0151'
 LS0151'REFERENCE MARK 2, STAMPED DRIFT NO 2 1957, PROJECTS ABOUT 8
 LS0151'INCHES.  IT IS ON THE SAME SAND DUNE AND ABOUT THE SAME
 LS0151'ELEVATION AS THE STATION MARK.
 LS0151
 LS0151                          STATION RECOVERY (1957)
 LS0151
 LS0151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LS0151'2.5 MI NE FROM LOVELOCK.
 LS0151'0.7 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 LS0151'STATION AT LOVELOCK, THENCE 0.8 MILE ALONG PAVED ROAD TO LOVELOCK
 LS0151'AIRPORT, THENCE 1.0 MILE NORTH ALONG DIRT ROAD, 294.0 FEET WEST OF
 LS0151'CENTER OF DIRT ROAD, 61.0 FEET SOUTH OF R.M. 1, 27.0 FEET EAST OF R.M.
 LS0151'2, 13.0 FEET WEST OF WITNESS POST, SET IN A PIPE PROJECTING 8 INCHES
 LS0151'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0150 ***********************************************************************
 LS0150  DESIGNATION -  DRIFT RM 1
 LS0150  PID         -  LS0150
 LS0150  STATE/COUNTY-  NV/PERSHING
 LS0150  USGS QUAD   -  LOVELOCK (1987)
 LS0150
 LS0150                         *CURRENT SURVEY CONTROL
 LS0150  ___________________________________________________________________
 LS0150* NAD 83(1986)-  40 11 57.     (N)    118 26 12.     (W)     SCALED    
 LS0150* NAVD 88     -      1220.645  (meters)    4004.73   (feet)  ADJUSTED  
 LS0150  ___________________________________________________________________
 LS0150  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 LS0150  DYNAMIC HT  -        1219.658 (meters)    4001.49  (feet)  COMP
 LS0150  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 LS0150
 LS0150  VERT ORDER  -  SECOND    CLASS 0
 LS0150
 LS0150.The horizontal coordinates were scaled from a topographic map and have
 LS0150.an estimated accuracy of +/- 6 seconds.
 LS0150
 LS0150.The orthometric height was determined by differential leveling
 LS0150.and adjusted by the National Geodetic Survey in June 1991..
 LS0150
 LS0150.The geoid height was determined by GEOID03.
 LS0150
 LS0150.The dynamic height is computed by dividing the NAVD 88
 LS0150.geopotential number by the normal gravity value computed on the
 LS0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0150.degrees latitude (g = 980.6199 gals.).
 LS0150
 LS0150.The modeled gravity was interpolated from observed gravity values.
 LS0150
 LS0150;                    North         East    Units  Estimated Accuracy
 LS0150;SPC NV W     - 4,604,740.      812,490.      MT  (+/- 180 meters Scaled)
 LS0150
 LS0150                          SUPERSEDED SURVEY CONTROL
 LS0150
 LS0150  NGVD 29 (??/??/92) 1219.68   (m)         4001.6    (f) COMPUTED    2 0
 LS0150
 LS0150.Superseded values are not recommended for survey control.
 LS0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0150.See file dsdata.txt to determine how the superseded data were derived.
 LS0150
 LS0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE777508(NAD 83)
 LS0150_MARKER: DR = REFERENCE MARK DISK
 LS0150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LS0150_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LS0150_STAMPING: DRIFT NO 1 1957
 LS0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0150
 LS0150  HISTORY     - Date     Condition        Report By
 LS0150  HISTORY     - 1957     MONUMENTED       CGS
 LS0150
 LS0150                          STATION DESCRIPTION
 LS0150
 LS0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0150'2.5 MI NE FROM LOVELOCK.
 LS0150'0.7 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 LS0150'STATION AT LOVELOCK, THENCE 0.8 MILE ALONG PAVED ROAD TO LOVELOCK
 LS0150'AIRPORT, THENCE 1.0 MILE NORTH ALONG DIRT ROAD, 298.0 FEET WEST OF
 LS0150'CENTER OF DIRT ROAD, 61.0 FEET NORTH OF STATION MARK, SET IN A PIPE
 LS0150'PROJECTING 8 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0152 ***********************************************************************
 LS0152  DESIGNATION -  DRIFT RM 2
 LS0152  PID         -  LS0152
 LS0152  STATE/COUNTY-  NV/PERSHING
 LS0152  USGS QUAD   -  LOVELOCK (1987)
 LS0152
 LS0152                         *CURRENT SURVEY CONTROL
 LS0152  ___________________________________________________________________
 LS0152* NAD 83(1986)-  40 11 57.     (N)    118 26 12.     (W)     SCALED    
 LS0152* NAVD 88     -      1222.707  (meters)    4011.50   (feet)  ADJUSTED  
 LS0152  ___________________________________________________________________
 LS0152  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 LS0152  DYNAMIC HT  -        1221.718 (meters)    4008.25  (feet)  COMP
 LS0152  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 LS0152
 LS0152  VERT ORDER  -  SECOND    CLASS 0
 LS0152
 LS0152.The horizontal coordinates were scaled from a topographic map and have
 LS0152.an estimated accuracy of +/- 6 seconds.
 LS0152
 LS0152.The orthometric height was determined by differential leveling
 LS0152.and adjusted by the National Geodetic Survey in June 1991..
 LS0152
 LS0152.The geoid height was determined by GEOID03.
 LS0152
 LS0152.The dynamic height is computed by dividing the NAVD 88
 LS0152.geopotential number by the normal gravity value computed on the
 LS0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0152.degrees latitude (g = 980.6199 gals.).
 LS0152
 LS0152.The modeled gravity was interpolated from observed gravity values.
 LS0152
 LS0152;                    North         East    Units  Estimated Accuracy
 LS0152;SPC NV W     - 4,604,740.      812,490.      MT  (+/- 180 meters Scaled)
 LS0152
 LS0152                          SUPERSEDED SURVEY CONTROL
 LS0152
 LS0152  NGVD 29 (??/??/92) 1221.74   (m)         4008.3    (f) COMPUTED    2 0
 LS0152
 LS0152.Superseded values are not recommended for survey control.
 LS0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0152.See file dsdata.txt to determine how the superseded data were derived.
 LS0152
 LS0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE777508(NAD 83)
 LS0152_MARKER: DR = REFERENCE MARK DISK
 LS0152_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LS0152_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LS0152_STAMPING: DRIFT NO 2 1957
 LS0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0152
 LS0152  HISTORY     - Date     Condition        Report By
 LS0152  HISTORY     - 1957     MONUMENTED       CGS
 LS0152
 LS0152                          STATION DESCRIPTION
 LS0152
 LS0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0152'2.5 MI NE FROM LOVELOCK.
 LS0152'0.7 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 LS0152'STATION AT LOVELOCK, THENCE 0.8 MILE ALONG PAVED ROAD TO LOVELOCK
 LS0152'AIRPORT, THENCE 1.0 MILE NORTH ALONG DIRT ROAD, 321.0 FEET WEST OF
 LS0152'CENTER OF DIRT ROAD, 27.0 FEET WEST OF STATION MARK, SET IN A PIPE
 LS0152'PROJECTING 8 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0437 ***********************************************************************
 HP0437  DESIGNATION -  DRILL HOLE
 HP0437  PID         -  HP0437
 HP0437  STATE/COUNTY-  NV/LINCOLN
 HP0437  USGS QUAD   -  LIME MOUNTAIN (1973)
 HP0437
 HP0437                         *CURRENT SURVEY CONTROL
 HP0437  ___________________________________________________________________
 HP0437* NAD 83(1986)-  37 11 10.     (N)    114 12 47.     (W)     SCALED    
 HP0437* NAVD 88     -      1185.089  (meters)    3888.08   (feet)  POSTED    
 HP0437  ___________________________________________________________________
 HP0437  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 HP0437  DYNAMIC HT  -        1183.840 (meters)    3883.98  (feet)  COMP
 HP0437  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 HP0437
 HP0437  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0437
 HP0437.The horizontal coordinates were scaled from a topographic map and have
 HP0437.an estimated accuracy of +/- 6 seconds.
 HP0437
 HP0437.The orthometric height was determined by differential leveling
 HP0437.and adjusted by the National Geodetic Survey in 1992..
 HP0437.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0437.rate of 1.1 thru 2.0 mm/km.
 HP0437
 HP0437.The geoid height was determined by GEOID03.
 HP0437
 HP0437.The dynamic height is computed by dividing the NAVD 88
 HP0437.geopotential number by the normal gravity value computed on the
 HP0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0437.degrees latitude (g = 980.6199 gals.).
 HP0437
 HP0437.The modeled gravity was interpolated from observed gravity values.
 HP0437
 HP0437;                    North         East    Units  Estimated Accuracy
 HP0437;SPC NV E     - 8,271,160.      321,660.      MT  (+/- 180 meters Scaled)
 HP0437
 HP0437                          SUPERSEDED SURVEY CONTROL
 HP0437
 HP0437.No superseded survey control is available for this station.
 HP0437
 HP0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB473191(NAD 83)
 HP0437_MARKER: Z = SEE DESCRIPTION
 HP0437_SETTING: 80 = SET IN A BOULDER
 HP0437_SP_SET: BOULDER
 HP0437_MARK LOGO: NONE  
 HP0437_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0437+SATELLITE: SATELLITE OBSERVATIONS - 1973
 HP0437
 HP0437  HISTORY     - Date     Condition        Report By
 HP0437  HISTORY     - 1973     MONUMENTED       USGS
 HP0437
 HP0437                          STATION DESCRIPTION
 HP0437
 HP0437'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HP0437'FROM THE POST OFFICE AND SCHOOL HOUSE IN CARP, NEVADA, PROCEED 3.1
 HP0437'MILES NORTH ALONG A GRAVEL ROAD, THENCE 16.4 MILES EASTERLY ALONG THE
 HP0437'BLM ROAD TOWARD BEAVER DAM WASH TO THE TOP OF A RISE, 53 FEET NORTH
 HP0437'OF THE CENTER OF THE ROAD, A DRILL HOLE IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0525 ***********************************************************************
 HQ0525  FBN         -  This is a Federal Base Network Control Station.
 HQ0525  DESIGNATION -  DRY
 HQ0525  PID         -  HQ0525
 HQ0525  STATE/COUNTY-  NV/NYE
 HQ0525  USGS QUAD   -  FREDS WELL (1987)
 HQ0525
 HQ0525                         *CURRENT SURVEY CONTROL
 HQ0525  ___________________________________________________________________
 HQ0525* NAD 83(1999)-  37 53 37.78790(N)    116 03 29.48487(W)     ADJUSTED  
 HQ0525* NAVD 88     -      1530.450  (meters)    5021.15   (feet)  ADJUSTED  
 HQ0525  ___________________________________________________________________
 HQ0525  EPOCH DATE  -        1999.37
 HQ0525  X           -  -2,214,369.624 (meters)                     COMP
 HQ0525  Y           -  -4,528,451.955 (meters)                     COMP
 HQ0525  Z           -   3,897,075.727 (meters)                     COMP
 HQ0525  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 HQ0525  ELLIP HEIGHT-        1505.54  (meters)          (05/16/00) GPS OBS
 HQ0525  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 HQ0525  DYNAMIC HT  -        1528.752 (meters)    5015.58  (feet)  COMP
 HQ0525  MODELED GRAV-     979,466.7   (mgal)                       NAVD 88
 HQ0525
 HQ0525  HORZ ORDER  -  A
 HQ0525  VERT ORDER  -  SECOND    CLASS 0
 HQ0525  ELLP ORDER  -  FOURTH    CLASS I
 HQ0525
 HQ0525.The horizontal coordinates were established by GPS observations
 HQ0525.and adjusted by the National Geodetic Survey in May 2000..
 HQ0525.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 HQ0525.DATUM ITEM on the data sheet items page.
 HQ0525.The horizontal coordinates are valid at the epoch date displayed above.
 HQ0525.The epoch date for horizontal control is a decimal equivalence
 HQ0525.of Year/Month/Day.
 HQ0525
 HQ0525.The orthometric height was determined by differential leveling
 HQ0525.and adjusted by the National Geodetic Survey in June 1991..
 HQ0525
 HQ0525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HQ0525
 HQ0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0525
 HQ0525.The ellipsoidal height was determined by GPS observations
 HQ0525.and is referenced to NAD 83.
 HQ0525
 HQ0525.The geoid height was determined by GEOID03.
 HQ0525
 HQ0525.The dynamic height is computed by dividing the NAVD 88
 HQ0525.geopotential number by the normal gravity value computed on the
 HQ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0525.degrees latitude (g = 980.6199 gals.).
 HQ0525
 HQ0525.The modeled gravity was interpolated from observed gravity values.
 HQ0525
 HQ0525;                    North         East     Units Scale Factor Converg.
 HQ0525;SPC NV C     - 6,348,994.951   553,515.838   MT  0.99993526   +0 22 25.4
 HQ0525;SPC NV C     -20,829,994.27  1,815,993.21   sFT  0.99993526   +0 22 25.4
 HQ0525;SPC NV E     - 8,348,926.710   158,236.149   MT  0.99992148   -0 17 30.0
 HQ0525;SPC NV E     -27,391,437.05    519,146.43   sFT  0.99992148   -0 17 30.0
 HQ0525;UTM  11      - 4,194,453.380   582,808.375   MT  0.99968446   +0 34 42.6
 HQ0525
 HQ0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0525!SPC NV C     -   0.99976381  x   0.99993526  =   0.99969909
 HQ0525!SPC NV E     -   0.99976381  x   0.99992148  =   0.99968531
 HQ0525!UTM  11      -   0.99976381  x   0.99968446  =   0.99944835
 HQ0525
 HQ0525|---------------------------------------------------------------------|
 HQ0525| PID    Reference Object                     Distance      Geod. Az  |
 HQ0525|                                                           dddmmss.s |
 HQ0525| HQ0524 DRY RM 1                             16.663 METERS 09242     |
 HQ0525| HQ0526 DRY RM 2                             18.067 METERS 16143     |
 HQ0525| HQ0527 DRY AZ MK                                          1721357.3 |
 HQ0525|---------------------------------------------------------------------|
 HQ0525
 HQ0525                          SUPERSEDED SURVEY CONTROL
 HQ0525
 HQ0525  NAD 83(1994)-  37 53 37.78671(N)    116 03 29.48252(W) AD(       ) B
 HQ0525  ELLIP H (03/30/95) 1505.62   (m)                       GP(       ) 4 1
 HQ0525  NAD 83(1986)-  37 53 37.78090(N)    116 03 29.48877(W) AD(       ) 1
 HQ0525  NAD 27      -  37 53 38.00000(N)    116 03 26.33000(W) AD(       ) 1
 HQ0525  NAVD 88 (03/30/95) 1530.45   (m)         5021.2    (f) LEVELING    3  
 HQ0525  NGVD 29 (??/??/92) 1529.411  (m)         5017.74   (f) ADJ UNCH    2 0
 HQ0525
 HQ0525.Superseded values are not recommended for survey control.
 HQ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0525.See file dsdata.txt to determine how the superseded data were derived.
 HQ0525
 HQ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB8280894453(NAD 83)
 HQ0525_MARKER: DS = TRIANGULATION STATION DISK
 HQ0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0525_STAMPING: DRY 1938
 HQ0525_MARK LOGO: CGS   
 HQ0525_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0525+STABILITY: SURFACE MOTION
 HQ0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HQ0525+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1998
 HQ0525
 HQ0525  HISTORY     - Date     Condition        Report By
 HQ0525  HISTORY     - 1939     MONUMENTED       CGS
 HQ0525  HISTORY     - 1952     GOOD             AMS
 HQ0525  HISTORY     - 1958     GOOD             NGS
 HQ0525  HISTORY     - 19940602 GOOD             NGS
 HQ0525  HISTORY     - 19981214 GOOD             NGS
 HQ0525
 HQ0525                          STATION DESCRIPTION
 HQ0525
 HQ0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 HQ0525'STATION IS 5 PACES E OF CEDAR PIPE LINE CAMP-TWIN SPRINGS ROAD, ON
 HQ0525'W SIDE OF RAILROAD VALLEY, 11.5 MILES BY ROAD N OF CEDAR PIPE LINE
 HQ0525'CAMP.
 HQ0525'
 HQ0525'STATION MARK IS STANDARD STATION DISK SET IN 8-INCH SQUARE
 HQ0525'CONCRETE POST, STAMPED DRY 1938,
 HQ0525'PROJECTS 8 INCHES.  UNDERGROUND STATION MARK IS A STANDARD BRONZE
 HQ0525'DISK SET IN CONCRETE.
 HQ0525'
 HQ0525'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK SET IN 8-INCH SQUARE
 HQ0525'SQUARE CONCRETE POST E OF STATION,
 HQ0525'32 FEET E OF CENTER LINE OF ROAD, STAMPED DRY NO. 1 1938, PROJECTS
 HQ0525'2 INCHES, LEVEL WITH STATION MARK.  REFERENCE MARK NO. 2 IS
 HQ0525'STANDARD REFERENCE DISK SET IN 8-INCH SQUARE CONCRETE POST.
 HQ0525'SSE OF STATION, 20 FEET E OF CENTER LINE
 HQ0525'OF ROAD, STAMPED DRY NO. 2 1938, PROJECTS 8 INCHES, LEVEL
 HQ0525'WITH STATION MARK.
 HQ0525'
 HQ0525'AZIMUTH MARK IS STANDARD AZIMUTH DISK SET IN 8-INCH SQUARE
 HQ0525'CONCRETE POST, 0.35 MILE S OF STATION,
 HQ0525'27 FEET E OF ROAD, STAMPED DRY 1938, PROJECTS 6 INCHES.
 HQ0525'
 HQ0525'THERE IS A 4 X 4-INCH STAKE, PAINTED WHITE, SET 4.40 FEET (1.342
 HQ0525'METERS), ENE OF STATION, PROJECTS 2.0 FEET.
 HQ0525'
 HQ0525'TO REACH FROM CEDAR PIPE LINE CAMP GO N ON TWIN SPRINGS ROAD
 HQ0525'WHICH RUNS N IN RAILROAD VALLEY ALONG E BASE OF REVEILLE RANGE,
 HQ0525'FOR 11.5 MILES TO STATION, 5 PACES, 15 FEET, E OF ROAD.
 HQ0525
 HQ0525                          STATION RECOVERY (1952)
 HQ0525
 HQ0525'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ0525'STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 HQ0525'
 HQ0525'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 HQ0525'
 HQ0525'THE STATION IS LOCATED 21 FEET EAST OF CENTER LINE OF ROAD, IN A
 HQ0525'SMALL LIGHT COLORED CLEARING.  1350 FEET SOUTH (MEASURED ON ROAD)
 HQ0525'OF JUNCTION CENTER LINE NORTH-SOUTH ROAD AND CENTER LINE LANE EAST.
 HQ0525'
 HQ0525'THE STATION MARK IS A STANDARD BRONZE DISC, SET IN THE TOP OF AN
 HQ0525'8-INCH SQUARE CONCRETE POST, PROJECTING 4-INCHES, 4 FEET WEST OF
 HQ0525'A 4 X 4 WITNESS POST.
 HQ0525'
 HQ0525'REFERENCE MARK 1, A STANDARD DISK STAMPED DRY NO 1 1938, IS SET
 HQ0525'IN AN 8 INCH SQUARE CONCRETE POST, FLUSH WITH GROUND.
 HQ0525'
 HQ0525'REFERENCE MARK 2, A STANDARD DISK STAMPED DRY NO 2 1938, IS SET
 HQ0525'IN AN 8 INCH SQUARE CONCRETE POST THAT PROJECTS 0.4 FOOT ABOVE
 HQ0525'THE GROUND.
 HQ0525
 HQ0525                          STATION RECOVERY (1958)
 HQ0525
 HQ0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HQ0525'1.8 MI SW FROM REED MAINTENANCE STA.
 HQ0525'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED
 HQ0525'MAINTENANCE STATION, THENCE 1.25 MILES SOUTHWEST ALONG A DIRT
 HQ0525'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, 19 FEET
 HQ0525'NORTHEAST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD
 HQ0525'SOUTHEAST, 19 FEET EAST OF THE CENTER LINE OF THE JUNCTION OF A
 HQ0525'TRACK ROAD SOUTHEAST, 19 FEET EAST OF THE CENTER LINE OF THE
 HQ0525'ROAD, 59.28 FEET NORTH OF REFERENCE MARK DRY NO. 2, 23 FEET
 HQ0525'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 HQ0525'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 HQ0525'GROUND.
 HQ0525
 HQ0525                          STATION RECOVERY (1994)
 HQ0525
 HQ0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 HQ0525'MARK IS LOCATED ABOUT 110 KM (68.35 MI) EAST-SOUTHEAST OF TONOPAH, 50
 HQ0525'KM (31.05 MI) SOUTH-SOUTHEAST OF WARM SPRINGS JUNCTION, ALONG A TRACK
 HQ0525'ROAD ON THE EAST SIDE OF THE REVEILLE RANGE, IN RAILROAD VALLEY, 0.5
 HQ0525'KM (0.30 MI) SOUTHWEST OF A STANDPIPE AND CORRAL, IN NORTH CENTRAL
 HQ0525'SECTION 6, T 1 N, R 53 E.  OWNERSHIP--US BUREAU OF LAND MANAGEMENT. TO
 HQ0525'REACH FROM THE JUNCTION OF US HIGHWAYS 6 AND 95 IN TONOPAH, GO EAST ON
 HQ0525'HIGHWAY 6 FOR 79.3 KM (49.25 MI) TO ITS JUNCTION WITH STATE HIGHWAY
 HQ0525'375 ON THE RIGHT AT WARM SPRINGS JUNCTION.  TURN RIGHT, EAST, ON
 HQ0525'HIGHWAY 375 FOR 35.35 KM (21.95 MI) TO A DIRT ROAD RIGHT LEADING TO
 HQ0525'REVILLE.  CONTINUE AHEAD, SOUTH, FOR 26.45 KM (16.45 MI) TO A
 HQ0525'WELL-TRAVELED TRACK CROSSROAD AT MILE 34.7.  TURN RIGHT, SOUTHWEST, ON
 HQ0525'TRACK ROAD FOR 1.80 KM (1.10 MI) TO A LOADING CHUTE AND CORRAL AT A
 HQ0525'STANDPIPE.   CONTINUE AHEAD ON TRACK ROAD FOR 0.40 KM (0.25 MI) TO A
 HQ0525'REVERSE FORK RIGHT.  BEAR LEFT, SOUTH, ON TRACK ROAD FOR 0.19 KM (0.10
 HQ0525'MI) TO THE STATION ON THE LEFT. MARK IS A DISK SET IN THE TOP OF A
 HQ0525'25-CM SQUARE CONCRETE POST PROJECTING 15 CM ABOVE GROUND AT A COW
 HQ0525'TRAIL.  IT IS 4.5 M (14.8 FT) EAST OF, AND LEVEL WITH THE ROAD CENTER,
 HQ0525'0.3 M (1.0 FT) EAST OF A SHORT FIBERGLASS WITNESS POST, 0.3 M (1.0 FT)
 HQ0525'WEST OF A SHORT FIBERGLASS WITNESS POSTS, AND 1.4 M (4.6 FT) WEST OF A
 HQ0525'WOOD WITNESS POST.  (WITNESS POSTS ARE SHORT TO KEEP COWS FROM LAYING
 HQ0525'AGAINST STATION MARK AND FROM KNOCKING POSTS DOWN).
 HQ0525
 HQ0525                          STATION RECOVERY (1998)
 HQ0525
 HQ0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 HQ0525'THE STATION IS LOCATED ABOUT 110 KM (68.35 MI) EAST-SOUTHEAST OF
 HQ0525'TONOPAH, 50 KM (31.05 MI) SOUTH-SOUTHEAST OF WARM SPRINGS JUNCTION, ON
 HQ0525'THE EAST SIDE OF A TRACK ROAD ON THE EAST SIDE OF REVEILLE RANGE, IN
 HQ0525'RAILROAD VALLEY, 0.8 KM (0.50 MI) SOUTHWEST OF A STAND PIPE AND
 HQ0525'CORRAL.  OWNERSHIP--US BUREAU OF LAND MANAGEMENT.  TO REACH THE
 HQ0525'STATION FROM THE JUNCTION OF US HIGHWAYS 6 AND 95 IN TONOPAH, GO EAST
 HQ0525'ON HIGHWAY 6 FOR 79.3 KM (49.25 MI) TO THE JUNCTION OF STATE HIGHWAY
 HQ0525'395 ON THE RIGHT IN THE GHOST TOWN OF WARM SPRINGS.  TURN RIGHT, EAST
 HQ0525'ON HIGHWAY 395 FOR 35.97 KM (22.35 MI) TO A DIRT ROAD LEADING RIGHT TO
 HQ0525'REVEILLE.  CONTINUE AHEAD SOUTH FOR 18.43 KM (11.45 MI) TO A WELL
 HQ0525'TRAVELED CROSSROAD AT MILEPOST 33.3.  TURN RIGHT, SOUTHWEST ON THE
 HQ0525'TRACK ROAD FOR 1.8 KM (1.10 MI) TO A LOADING CHUTE AND CORRAL AT A
 HQ0525'STAND PIPE.  CONTINUE AHEAD ON THE TRACK ROAD FOR 0.4 KM (0.25 MI) TO
 HQ0525'A DIM REVERSE FORK ON THE RIGHT.  CONTINUE AHEAD FOR 0.19 KM (0.10 MI)
 HQ0525'TO THE STATION ON THE LEFT.  THE STATION IS SET IN TOP OF A CONCRETE
 HQ0525'POST PROJECTING 15 CM ABOVE GROUND.  IT IS 4.5 M (14.8 FT) EAST OF THE
 HQ0525'CENTER OF THE ROAD, 0.3 M (1.0 FT) EAST OF A SHORT FIBERGLASS WITNESS
 HQ0525'POST, 0.3 M (1.0 FT) WEST OF A SHORT FIBERGLASS WITNESS POST AND 1.4 M
 HQ0525'(4.6 FT) WEST OF A WOODEN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0339 ***********************************************************************
 HP0339  DESIGNATION -  DRY
 HP0339  PID         -  HP0339
 HP0339  STATE/COUNTY-  NV/LINCOLN
 HP0339  USGS QUAD   -  THE BLUFFS (1980)
 HP0339
 HP0339                         *CURRENT SURVEY CONTROL
 HP0339  ___________________________________________________________________
 HP0339* NAD 83(1994)-  37 51 04.12940(N)    114 43 12.61558(W)     ADJUSTED  
 HP0339* NAVD 88     -      1449.0    (meters)    4754.     (feet)  VERTCON   
 HP0339  ___________________________________________________________________
 HP0339  LAPLACE CORR-           7.02  (seconds)                    DEFLEC99
 HP0339  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 HP0339
 HP0339  HORZ ORDER  -  FIRST
 HP0339
 HP0339.The horizontal coordinates were established by classical geodetic methods
 HP0339.and adjusted by the National Geodetic Survey in June 1998..
 HP0339
 HP0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0339
 HP0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0339
 HP0339.The geoid height was determined by GEOID03.
 HP0339
 HP0339;                    North         East     Units Scale Factor Converg.
 HP0339;SPC NV E     - 8,344,434.439   275,959.778   MT  0.99997104   +0 31 46.8
 HP0339;SPC NV E     -27,376,698.66    905,378.04   sFT  0.99997104   +0 31 46.8
 HP0339;UTM  11      - 4,191,749.094   700,580.006   MT  1.00009555   +1 23 57.8
 HP0339
 HP0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0339!SPC NV E     -   0.99977641  x   0.99997104  =   0.99974745
 HP0339!UTM  11      -   0.99977641  x   1.00009555  =   0.99987194
 HP0339
 HP0339|---------------------------------------------------------------------|
 HP0339| PID    Reference Object                     Distance      Geod. Az  |
 HP0339|                                                           dddmmss.s |
 HP0339| DD4889 DRY RM 1                             11.472 METERS 15530     |
 HP0339| DD4890 DRY RM 2                              9.704 METERS 24252     |
 HP0339| HP0348 ELY SPRINGS                         APPROX. 8.2 KM 3135239.3 |
 HP0339|---------------------------------------------------------------------|
 HP0339
 HP0339                          SUPERSEDED SURVEY CONTROL
 HP0339
 HP0339  NAD 83(1994)-  37 51 04.13014(N)    114 43 12.61634(W) AD(       ) 1
 HP0339  NAD 83(1986)-  37 51 04.11454(N)    114 43 12.60883(W) AD(       ) 1
 HP0339  NAD 27      -  37 51 04.26400(N)    114 43 09.62499(W) AD(       ) 1
 HP0339  NGVD 29 (07/19/86) 1448.0    (m)         4751.     (f) VERT ANG       
 HP0339
 HP0339.Superseded values are not recommended for survey control.
 HP0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0339.See file dsdata.txt to determine how the superseded data were derived.
 HP0339
 HP0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB0058091749(NAD 83)
 HP0339_MARKER: DS = TRIANGULATION STATION DISK
 HP0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0339_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HP0339
 HP0339  HISTORY     - Date     Condition        Report By
 HP0339  HISTORY     - 1944     MONUMENTED       CGS
 HP0339  HISTORY     - 1968     GOOD             CGS
 HP0339  HISTORY     - 1969     GOOD             CGS
 HP0339
 HP0339                          STATION DESCRIPTION
 HP0339
 HP0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0339'STATION IS LOCATED ABOUT 17 MILES (AIR LINE) WNW OF PANACA, ABOUT
 HP0339'15 MILES (AIR LINE) SW OF PIOCHE, AND 3 MILES S OF ELY SPRINGS
 HP0339'RANCH.  IT IS 250 PACES S OF A ROAD FORK, 31 FEET W OF THE
 HP0339'CENTER LINE OF THE ROAD, AND 2 FEET S OF A 2- BY 2-INCH WOODEN
 HP0339'POST 4 FEET HIGH.
 HP0339'
 HP0339'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE CYLINDER
 HP0339'PROJECTING ABOUT 7 INCHES ABOVE THE GROUND.  IT IS STAMPED
 HP0339'DRY 1944.
 HP0339'
 HP0339'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 HP0339'CYLINDER PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 HP0339'STAMPED DRY NO 1 1944.
 HP0339'
 HP0339'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 HP0339'CYLINDER PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  IT IS
 HP0339'STAMPED DRY NO 2 1944.
 HP0339'
 HP0339'TO REACH STATION FROM THE POST OFFICE IN PANACA, GO W ON PAVED
 HP0339'STREET TO JUNCTION OF U.S. HIGHWAY 93 AT A STANDARD SERVICE
 HP0339'STATION.  CONTINUE W ON ROAD ON N SIDE OF SERVICE STATION AND
 HP0339'GO 10.5 MILES TO FORKS AT POWER-TRANSMISSION LINE.  TAKE LEFT
 HP0339'FORK AND GO 1.7 MILES TO FORKS, TAKE RIGHT FORK THROUGH BLACK
 HP0339'CANYON AND GO 3.5 MILES TO FORKS, TAKE RIGHT FORK AND GO 6.1
 HP0339'MILES TO STATION ON LEFT, ABOUT 0.1 MILE N OF A DRY WASH.
 HP0339'
 HP0339'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HP0339
 HP0339                          STATION RECOVERY (1968)
 HP0339
 HP0339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CND)
 HP0339'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 HP0339'CONDITION.
 HP0339'
 HP0339'DUE TO CHANGES IN ROADS A COMPLETE NEW DESCRIPTION OF THE
 HP0339'STATION FOLLOWS.
 HP0339'
 HP0339'THE STATION IS LOCATED ABOUT 17 AIRLINE MILES WEST-NORTHWEST
 HP0339'OF PANACA, ABOUT 15 AIRLINE MILES SOUTHWEST OF PIOCHE AND ABOUT
 HP0339'3 AIRLINE MILES SOUTH OF THE HERSHEY RANCH.  IT IS JUST SOUTHWEST
 HP0339'OF A LOW HILL AND IT IS ON GOVERNMENT OWNED PROPERTY.
 HP0339'
 HP0339'TO REACH THE STATION FROM THE POST OFFICE IN PANACA, GO WESTERLY
 HP0339'ON STATE HIGHWAY 25 FOR 1.15 MILES TO U.S. HIGHWAY 93.  TURN
 HP0339'RIGHT AND GO NORTH ON U.S. HIGHWAY 93 FOR 5.55 MILES TO A SIDE
 HP0339'ROAD LEFT.  TURN LEFT AND GO WESTERLY ON A PAVED ROAD FOR 7.4
 HP0339'MILES TO A SIDE ROAD LEFT AT A SIGN PAN AMERICAN MINE.  TURN
 HP0339'LEFT AND GO SOUTH, WEST AND NORTHWEST ON A WINDING GRAVELED
 HP0339'ROAD FOR 13.25 MILES TO A SIDE ROAD LEFT AT A SIGN HERSHEY
 HP0339'RANCH.  TURN LEFT AND GO WESTERLY ON A WINDING BLADED ROAD FOR
 HP0339'8.6 MILES TO THE HERSHEY RANCH ON THE RIGHT.  TURN LEFT AND GO
 HP0339'SOUTHERLY ON A BLADED ROAD FOR 2.85 MILES TO A FORK.  KEEP
 HP0339'LEFT AND GO SOUTHERLY ON THE BLADED ROAD FOR 0.1 MILE TO
 HP0339'THE STATION ON THE RIGHT.
 HP0339'
 HP0339'THE STATION MARK IS A STANDARD DISK STAMPED DRY 1944, SET IN
 HP0339'THE TOP OF A 8-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 HP0339'6-INCHES.  IT IS 30 FEET WEST OF THE CENTER OF THE BLADED ROAD.
 HP0339'
 HP0339'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED DRY NO 1 1944,
 HP0339'SET IN THE TOP OF A 8-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 HP0339'6-INCHES.  IT IS 41 FEET WEST OF THE CENTER OF THE BLADED ROAD.
 HP0339'
 HP0339'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED DRY NO 2 1944,
 HP0339'SET IN THE TOP OF A 8-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 HP0339'6-INCHES.  IT IS 64 FEET WEST OF THE CENTER OF THE BLADED
 HP0339'ROAD.
 HP0339
 HP0339                          STATION RECOVERY (1969)
 HP0339
 HP0339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 HP0339'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HP0339'CONDITION AS DESCRIBED IN THE 1968 DESCRIPTION.
 HP0339'
 HP0339'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 HP0339'SOUTHWEST OF PIOCHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0699 ***********************************************************************
 LQ0699  DESIGNATION -  DRY
 LQ0699  PID         -  LQ0699
 LQ0699  STATE/COUNTY-  NV/ELKO
 LQ0699  USGS QUAD   -  WEST OF DELCER BUTTE (1984)
 LQ0699
 LQ0699                         *CURRENT SURVEY CONTROL
 LQ0699  ___________________________________________________________________
 LQ0699* NAD 83(1994)-  40 23 41.79970(N)    115 12 28.29356(W)     ADJUSTED  
 LQ0699* NAVD 88     -      1857.00   (+/-2cm)    6092.5    (feet)  VERTCON   
 LQ0699  ___________________________________________________________________
 LQ0699  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 LQ0699  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 LQ0699
 LQ0699  HORZ ORDER  -  FIRST
 LQ0699  VERT ORDER  -  THIRD ? (See Below)
 LQ0699
 LQ0699.The horizontal coordinates were established by classical geodetic methods
 LQ0699.and adjusted by the National Geodetic Survey in June 1998..
 LQ0699
 LQ0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0699.The vertical order pertains to the NGVD 29 superseded value.
 LQ0699
 LQ0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0699
 LQ0699.The geoid height was determined by GEOID03.
 LQ0699
 LQ0699;                    North         East     Units Scale Factor Converg.
 LQ0699;SPC NV E     - 8,626,529.734   231,874.537   MT  0.99991250   +0 14 36.0
 LQ0699;SPC NV E     -28,302,206.30    760,741.71   sFT  0.99991250   +0 14 36.0
 LQ0699;UTM  11      - 4,473,135.463   652,095.641   MT  0.99988476   +1 09 41.8
 LQ0699
 LQ0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0699!SPC NV E     -   0.99971173  x   0.99991250  =   0.99962426
 LQ0699!UTM  11      -   0.99971173  x   0.99988476  =   0.99959653
 LQ0699
 LQ0699|---------------------------------------------------------------------|
 LQ0699| PID    Reference Object                     Distance      Geod. Az  |
 LQ0699|                                                           dddmmss.s |
 LQ0699| DD4891 DRY RM 1                              8.580 METERS 03414     |
 LQ0699| DD4892 DRY RM 2                             10.642 METERS 11322     |
 LQ0699| LQ0700 DRY ASTRO                            19.365 METERS 12649     |
 LQ0699| LQ0325 K 395                                              2461746.8 |
 LQ0699|---------------------------------------------------------------------|
 LQ0699
 LQ0699                          SUPERSEDED SURVEY CONTROL
 LQ0699
 LQ0699  NAD 83(1994)-  40 23 41.79766(N)    115 12 28.29034(W) AD(       ) 1
 LQ0699  NAD 83(1986)-  40 23 41.79639(N)    115 12 28.28931(W) AD(       ) 1
 LQ0699  NAD 27      -  40 23 42.05667(N)    115 12 25.13638(W) AD(       ) 1
 LQ0699  NGVD 29 (07/19/86) 1855.82   (m)         6088.6    (f) LEVELING    3  
 LQ0699
 LQ0699.Superseded values are not recommended for survey control.
 LQ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0699.See file dsdata.txt to determine how the superseded data were derived.
 LQ0699
 LQ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE5209673135(NAD 83)
 LQ0699_MARKER: DS = TRIANGULATION STATION DISK
 LQ0699_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LQ0699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0699+STABILITY: SURFACE MOTION
 LQ0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0699+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LQ0699
 LQ0699  HISTORY     - Date     Condition        Report By
 LQ0699  HISTORY     - 1965     MONUMENTED       CGS
 LQ0699  HISTORY     - 1966     GOOD             USGS
 LQ0699  HISTORY     - 1974     GOOD             NGS
 LQ0699  HISTORY     - 1974     GOOD             NGS
 LQ0699  HISTORY     - 1977     GOOD             NGS
 LQ0699  HISTORY     - 1986     GOOD
 LQ0699
 LQ0699                          STATION DESCRIPTION
 LQ0699
 LQ0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0699'THE STATION IS LOCATED ON A LOW RIDGE 26 MILES WEST-NORTHWEST
 LQ0699'OF CURRIE, 23 MILES SOUTH OF THE RUBY RANGER STATION AND ABOUT
 LQ0699'0.1 MILE EAST OF A GRADED ROAD.
 LQ0699'
 LQ0699'TO REACH THE STATION FROM CURRIE GO NORTH ALONG U.S. HIGHWAY
 LQ0699'93 FOR 4.7 MILES TO A GRAVELED SIDE ROAD LEFT AT SIGN BUTTE
 LQ0699'VALLEY, TURN LEFT AND GO WEST ALONG THE MAIN ROAD FOR 3.0 MILES
 LQ0699'TO A CATTLE GUARD, CONTINUE AHEAD FOR 5.45 MILES TO A FORK.
 LQ0699'TAKE THE RIGHT FORK LEAVING THE MAIN ROAD FOR 1.6 MILES TO A
 LQ0699'GRAVELED CROSS ROAD.  CONTINUE AHEAD NORTHWEST ON BLADED ROAD
 LQ0699'FOR 0.3 MILE TO A SIDE ROAD RIGHT, CONTINUE AHEAD FOR 3.5
 LQ0699'MILES TO TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE ALONG
 LQ0699'MAIN ROAD FOR 2.5 MILES TO A REVERSE FORK, CONTINUE AHEAD
 LQ0699'WEST-NORTHWEST FOR 1.2 MILES TO A FORK.  TAKE THE LEFT FORK
 LQ0699'CONTINUING STRAIGHT AHEAD FOR 5.0 MILES TO A
 LQ0699'T-INTERSECTION.  TURN LEFT AND GO SOUTH ON GOOD GRAVEL ROAD
 LQ0699'FOR 1.85 MILES TO A SIDE ROAD LEFT.  CONTINUE SOUTH ALONG
 LQ0699'THE GRAVELED ROAD FOR 6.75 MILES TO BENCH MARK L 395 ON THE
 LQ0699'LEFT.  CONTINUE AHEAD FOR 0.6 MILE TO A LOW RIDGE ON THE
 LQ0699'LEFT.  TURN LEFT ACROSS COUNTRY FOR 0.15 MILE TO THE
 LQ0699'STATION.  CONTINUE ALONG THE MAIN ROAD FOR 0.4 MILE FROM THE
 LQ0699'RIDGE TO THE AZIMUTH MARK ON THE WEST SIDE OF THE ROAD.
 LQ0699'
 LQ0699'THE STATION MARK IS A STANDARD DISK STAMPED DRY 1965.  IT IS
 LQ0699'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LQ0699'6 INCHES.  IT IS ABOUT 5 FEET EAST OF THE WITNESS POST.
 LQ0699'
 LQ0699'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DRY NO 1 1965.  IT
 LQ0699'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LQ0699'8 INCHES.
 LQ0699'
 LQ0699'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DRY NO 2 1965.
 LQ0699'IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 LQ0699'10 INCHES.
 LQ0699'
 LQ0699'BENCH MARK K 395 WAS USED FOR AN AZIMUTH MARK.  IT IS A STANDARD
 LQ0699'DISK K 395 19639 IT IS SET IN THE TOP A ROUND CONCRETE POST
 LQ0699'WHICH PROJECTS ABOUT 2 INCHES AND IS 31.0 FEET WEST OF CENTER
 LQ0699'OF ROAD AND 1.6 FEET EAST OF WITNESS POST.
 LQ0699'
 LQ0699'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 METERS.
 LQ0699
 LQ0699                          STATION RECOVERY (1966)
 LQ0699
 LQ0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LQ0699'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-2 STATION 1005.
 LQ0699'STATION MARK--STANDARD DISC STAMPED---DRY 1965---SET IN THE TOP OF A
 LQ0699'ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 LQ0699
 LQ0699                          STATION RECOVERY (1974)
 LQ0699
 LQ0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCC)
 LQ0699'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 LQ0699'IN GOOD CONDITION AS DESCRIBED IN USC AND GS HORIZONTAL CONTROL
 LQ0699'DATA, QUAD 401152 STATION 1005.
 LQ0699'
 LQ0699'THIS STATION WAS OCCUPIED BY PERSONNEL FROM THE DMA TOPOGRAPHIC
 LQ0699'CENTER ENGAGED IN OBSERVATIONS ON THE TRANSCONTINENTAL TRAVERSE FROM
 LQ0699'WENDOVER, UTAH TO ORLAND, CALIFORNIA FOR NGS IN THE SPRING OF 1974.
 LQ0699
 LQ0699                          STATION RECOVERY (1974)
 LQ0699
 LQ0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JDS)
 LQ0699'THE STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 AND
 LQ0699'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN
 LQ0699'THE 1965 DATA.  THE DISTANCES AND DIRECTIONS TO ALL MARKS COMPARED
 LQ0699'FAVORABLY WITH THE 1965 DATA AND WITH THE DMATC DATA WHO OCCUPIED
 LQ0699'THE STATION IN 1974.  THE STATION MARK WAS THE ANTENNA SITE FOR
 LQ0699'GEOCEIVER STATION 51057.
 LQ0699'
 LQ0699'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--26 MILES
 LQ0699'WEST-NORTHWEST OF CURRIE.
 LQ0699
 LQ0699                          STATION RECOVERY (1977)
 LQ0699
 LQ0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 LQ0699'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH
 LQ0699'MARK WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN THE 1965
 LQ0699'DATA.  THE DISTANCES AND DIRECTIONS COMPARED FAVORABLY WITH THE
 LQ0699'1965 DATA.
 LQ0699'
 LQ0699'THE STATION MARK WAS THE ANTENNA SITE FOR GEOCEIVER STATION 52057.
 LQ0699'
 LQ0699'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--26 MILES
 LQ0699'WEST-NORTHWEST OF CURRIE.
 LQ0699
 LQ0699                          STATION RECOVERY (1986)
 LQ0699
 LQ0699'RECOVERED 1986
 LQ0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1788 ***********************************************************************
 GR1788  DESIGNATION -  DRY
 GR1788  PID         -  GR1788
 GR1788  STATE/COUNTY-  NV/CLARK
 GR1788  USGS QUAD   -  ARROW CANYON SW (1986)
 GR1788
 GR1788                         *CURRENT SURVEY CONTROL
 GR1788  ___________________________________________________________________
 GR1788* NAD 83(1994)-  36 30 32.66277(N)    114 55 29.91464(W)     ADJUSTED  
 GR1788* NAVD 88     -      1218.1    (meters)    3996.     (feet)  VERTCON   
 GR1788  ___________________________________________________________________
 GR1788  LAPLACE CORR-          -7.24  (seconds)                    DEFLEC99
 GR1788  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 GR1788
 GR1788  HORZ ORDER  -  THIRD
 GR1788
 GR1788.The horizontal coordinates were established by classical geodetic methods
 GR1788.and adjusted by the National Geodetic Survey in June 1998..
 GR1788
 GR1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1788
 GR1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1788
 GR1788.The geoid height was determined by GEOID03.
 GR1788
 GR1788;                    North         East     Units Scale Factor Converg.
 GR1788;SPC NV E     - 8,195,355.035   258,970.535   MT  0.99994283   +0 23 30.1
 GR1788;SPC NV E     -26,887,593.98    849,639.16   sFT  0.99994283   +0 23 30.1
 GR1788;UTM  11      - 4,042,416.901   685,819.586   MT  1.00002543   +1 14 05.6
 GR1788
 GR1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1788!SPC NV E     -   0.99981308  x   0.99994283  =   0.99975592
 GR1788!UTM  11      -   0.99981308  x   1.00002543  =   0.99983851
 GR1788
 GR1788:                Primary Azimuth Mark                     Grid Az
 GR1788:SPC NV E     -  LOS ANGELES SALT LK AWY BCN 28           129 10 49.0
 GR1788:UTM  11      -  LOS ANGELES SALT LK AWY BCN 28           128 20 13.5
 GR1788
 GR1788|---------------------------------------------------------------------|
 GR1788| PID    Reference Object                     Distance      Geod. Az  |
 GR1788|                                                           dddmmss.s |
 GR1788| GR1883 LOS ANGELES SALT LK AWY BCN 28      APPROX.10.7 KM 1293419.1 |
 GR1788| GR1799 MARBLE 2                            APPROX.17.2 KM 2204957.3 |
 GR1788|---------------------------------------------------------------------|
 GR1788
 GR1788                          SUPERSEDED SURVEY CONTROL
 GR1788
 GR1788  NAD 83(1994)-  36 30 32.66289(N)    114 55 29.91516(W) AD(       ) 3
 GR1788  NAD 83(1992)-  36 30 32.65896(N)    114 55 29.91505(W) AD(       ) 3
 GR1788  NAD 83(1992)-  36 30 32.66216(N)    114 55 29.91624(W) AD(       ) 3
 GR1788  NAD 83(1986)-  36 30 32.64035(N)    114 55 29.91183(W) AD(       ) 3
 GR1788  NGVD 29 (05/01/88) 1217.3    (m)         3994.     (f) VERT ANG       
 GR1788
 GR1788.Superseded values are not recommended for survey control.
 GR1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1788.See file dsdata.txt to determine how the superseded data were derived.
 GR1788
 GR1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8582042417(NAD 83)
 GR1788_MARKER: DS = TRIANGULATION STATION DISK
 GR1788_SETTING: 66 = SET IN ROCK OUTCROP
 GR1788_SP_SET: SET IN ROCK OUTCROP
 GR1788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1788+STABILITY: POSITION/ELEVATION WELL
 GR1788
 GR1788  HISTORY     - Date     Condition        Report By
 GR1788  HISTORY     - 1950     MONUMENTED       USGS
 GR1788
 GR1788                          STATION DESCRIPTION
 GR1788
 GR1788'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GR1788'LOCATED ABOUT 30 MI NE. OF LAS VEGAS, ABOUT 7 MI NW. OF TOWN OF
 GR1788'DRY LAKE, ON HIGH, LONE, ROCKY TOP WHICH IS FIRST TOP W. OF TOWN
 GR1788'OF DRY LAKE.  TOP IS ON NORTH END OF ROCKY RIDGE WHICH SLOPES TO
 GR1788'S.
 GR1788'
 GR1788'REACHED BY HELICOPTER FROM DRY LAKE BY FLYING NW. TO FIRST HIGH,
 GR1788'PROMINENT, ROCKY TOP (HIGHEST TOP IN AREA) AND LANDING IN DEEP
 GR1788'SADDLE ABOUT 1000 FT. S. OF STATION.
 GR1788'
 GR1788'STATION MARK--STANDARD TABLET STAMPED---DRY 1950---, CEMENTED IN
 GR1788'ROCK OUTCROP.
 GR1788'
 GR1788'RM 1--STANDARD RM TABLET STAMPED---DRY 1950 NO 1---, CEMENTED IN
 GR1788'ROCK OUTCROP.
 GR1788'
 GR1788'RM 2--STANDARD RM TABLET STAMPED---DRY 1950 NO 2---, CEMENTED IN
 GR1788'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1298 ***********************************************************************
 JR1298  DESIGNATION -  DRY
 JR1298  PID         -  JR1298
 JR1298  STATE/COUNTY-  NV/LYON
 JR1298  USGS QUAD   -  WICHMAN CANYON (1988)
 JR1298
 JR1298                         *CURRENT SURVEY CONTROL
 JR1298  ___________________________________________________________________
 JR1298* NAD 83(1994)-  38 31 08.61156(N)    119 03 21.17015(W)     ADJUSTED  
 JR1298* NAVD 88     -      2481.3    (meters)    8141.     (feet)  VERTCON   
 JR1298  ___________________________________________________________________
 JR1298  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 JR1298  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 JR1298
 JR1298  HORZ ORDER  -  THIRD
 JR1298
 JR1298.The horizontal coordinates were established by classical geodetic methods
 JR1298.and adjusted by the National Geodetic Survey in June 1998..
 JR1298
 JR1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1298
 JR1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1298
 JR1298.The geoid height was determined by GEOID03.
 JR1298
 JR1298;                    North         East     Units Scale Factor Converg.
 JR1298;SPC NV W     - 4,418,319.938   758,793.275   MT  0.99992090   -0 17 39.5
 JR1298;SPC NV W     -14,495,771.33  2,489,474.27   sFT  0.99992090   -0 17 39.5
 JR1298;UTM  11      - 4,265,411.268   320,770.115   MT  0.99999561   -1 16 50.5
 JR1298
 JR1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1298!SPC NV W     -   0.99961468  x   0.99992090  =   0.99953561
 JR1298!UTM  11      -   0.99961468  x   0.99999561  =   0.99961029
 JR1298
 JR1298                          SUPERSEDED SURVEY CONTROL
 JR1298
 JR1298  NAD 83(1992)-  38 31 08.61032(N)    119 03 21.17000(W) AD(       ) 3
 JR1298  NGVD 29 (03/15/94) 2479.9    (m)         8136.     (f) VERT ANG       
 JR1298
 JR1298.Superseded values are not recommended for survey control.
 JR1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1298.See file dsdata.txt to determine how the superseded data were derived.
 JR1298
 JR1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC2077065411(NAD 83)
 JR1298_MARKER: DS = TRIANGULATION STATION DISK
 JR1298_SETTING: 80 = SET IN A BOULDER
 JR1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR1298+STABILITY: SURFACE MOTION
 JR1298
 JR1298  HISTORY     - Date     Condition        Report By
 JR1298  HISTORY     - 1957     MONUMENTED       USGS
 JR1298
 JR1298                          STATION DESCRIPTION
 JR1298
 JR1298'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JR1298'LOCATED ABOUT 26.4 MI SE. OF SMITH, 8 MI NE. OF SWEETWATER RANCH.
 JR1298'ON LARGE PROMINENT ROCK.
 JR1298'
 JR1298'TO REACH FROM SMITH, DRIVE 0.7 MI S. ON STATE HWY. 3 TO RD. JCT.,
 JR1298'CONTINUE STRAIGHT AHEAD 4.8 MI S. TO JCT. WITH STATE HWY. 22.
 JR1298'TURN LEFT ON STATE HWY. 22 12.3 MI TO JCT. OF NYE CANYON RD.
 JR1298'TURN LEFT ON NYE CANYON RD. 11.5 MI TO END OF RD.  PACK SE. INTO
 JR1298'PROMINENT DRY LAKE.  THEN S. OUT OF DRY LAKE THROUGH LOW PASS AND
 JR1298'DOWN INTO SMALL DRY LAKE.  PACK FROM SMALL DRY LAKE S. UPHILL TO
 JR1298'TOP AND STATION.
 JR1298'
 JR1298'STATION MARK--STANDARD TABLET STAMPED---DRY 1957---, ON LARGE
 JR1298'PROMINENT ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0527 ***********************************************************************
 HQ0527  DESIGNATION -  DRY AZ MK
 HQ0527  PID         -  HQ0527
 HQ0527  STATE/COUNTY-  NV/NYE
 HQ0527  USGS QUAD   -  FREDS WELL (1987)
 HQ0527
 HQ0527                         *CURRENT SURVEY CONTROL
 HQ0527  ___________________________________________________________________
 HQ0527* NAD 83(1986)-  37 53 18.     (N)    116 03 28.     (W)     SCALED    
 HQ0527* NAVD 88     -      1535.660  (meters)    5038.24   (feet)  ADJUSTED  
 HQ0527  ___________________________________________________________________
 HQ0527  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 HQ0527  DYNAMIC HT  -        1533.952 (meters)    5032.64  (feet)  COMP
 HQ0527  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 HQ0527
 HQ0527  VERT ORDER  -  SECOND    CLASS 0
 HQ0527
 HQ0527.The horizontal coordinates were scaled from a topographic map and have
 HQ0527.an estimated accuracy of +/- 6 seconds.
 HQ0527
 HQ0527.The orthometric height was determined by differential leveling
 HQ0527.and adjusted by the National Geodetic Survey in June 1991..
 HQ0527
 HQ0527.The geoid height was determined by GEOID03.
 HQ0527
 HQ0527.The dynamic height is computed by dividing the NAVD 88
 HQ0527.geopotential number by the normal gravity value computed on the
 HQ0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0527.degrees latitude (g = 980.6199 gals.).
 HQ0527
 HQ0527.The modeled gravity was interpolated from observed gravity values.
 HQ0527
 HQ0527;                    North         East    Units  Estimated Accuracy
 HQ0527;SPC NV C     - 6,348,390.      553,560.      MT  (+/- 180 meters Scaled)
 HQ0527
 HQ0527                          SUPERSEDED SURVEY CONTROL
 HQ0527
 HQ0527  NGVD 29 (??/??/92) 1534.617  (m)         5034.82   (f) ADJ UNCH    2 0
 HQ0527
 HQ0527.Superseded values are not recommended for survey control.
 HQ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0527.See file dsdata.txt to determine how the superseded data were derived.
 HQ0527
 HQ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB828938(NAD 83)
 HQ0527_MARKER: DZ = AZIMUTH MARK DISK
 HQ0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0527_STAMPING: DRY 1938
 HQ0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0527+STABILITY: SURFACE MOTION
 HQ0527
 HQ0527  HISTORY     - Date     Condition        Report By
 HQ0527  HISTORY     - 1938     MONUMENTED       CGS
 HQ0527  HISTORY     - 1958     GOOD             NGS
 HQ0527
 HQ0527                          STATION DESCRIPTION
 HQ0527
 HQ0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HQ0527'2.2 MI SW FROM REED MAINTENANCE STA.
 HQ0527'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED
 HQ0527'MAINTENANCE STATION, THENCE 1.25 MILES SOUTHWEST ALONG A DIRT
 HQ0527'ROAD, THENCE 0.6 MILE SOUTH ALONG A DIRT ROAD, 200 FEET EAST AND
 HQ0527'ACROSS A TRACK ROAD FROM THE CENTER LINE OF THE ROAD, 28 FEET
 HQ0527'EAST OF THE CENTER LINE OF A NORTH-SOUTH TRACK ROAD, 1.7 FEET
 HQ0527'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 HQ0527'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0346 ***********************************************************************
 HP0346  CBN         -  This is a Cooperative Base Network Control Station.
 HP0346  DESIGNATION -  DRY LAKE
 HP0346  PID         -  HP0346
 HP0346  STATE/COUNTY-  NV/LINCOLN
 HP0346  USGS QUAD   -  PAHROC SPRING SE (1980)
 HP0346
 HP0346                         *CURRENT SURVEY CONTROL
 HP0346  ___________________________________________________________________
 HP0346* NAD 83(1999)-  37 36 54.59123(N)    114 50 30.50809(W)     ADJUSTED  
 HP0346* NAVD 88     -      1475.     (meters)    4839.     (feet)  GPS OBS   
 HP0346  ___________________________________________________________________
 HP0346  EPOCH DATE  -        1999.37
 HP0346  X           -  -2,125,678.847 (meters)                     COMP
 HP0346  Y           -  -4,591,588.498 (meters)                     COMP
 HP0346  Z           -   3,872,582.088 (meters)                     COMP
 HP0346  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 HP0346  ELLIP HEIGHT-        1450.44  (meters)          (10/30/00) GPS OBS
 HP0346  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 HP0346
 HP0346  HORZ ORDER  -  B
 HP0346  ELLP ORDER  -  FOURTH    CLASS II
 HP0346
 HP0346.The horizontal coordinates were established by GPS observations
 HP0346.and adjusted by the National Geodetic Survey in October 2000..
 HP0346.No horizontal observational check was made to the station.
 HP0346.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 HP0346.DATUM ITEM on the data sheet items page.
 HP0346.The horizontal coordinates are valid at the epoch date displayed above.
 HP0346.The epoch date for horizontal control is a decimal equivalence
 HP0346.of Year/Month/Day.
 HP0346
 HP0346.The orthometric height was determined by GPS observations and a
 HP0346.high-resolution geoid model.
 HP0346.No vertical observational check was made to the station.
 HP0346
 HP0346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HP0346
 HP0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0346
 HP0346.The ellipsoidal height was determined by GPS observations
 HP0346.and is referenced to NAD 83.
 HP0346
 HP0346.The geoid height was determined by GEOID03.
 HP0346
 HP0346;                    North         East     Units Scale Factor Converg.
 HP0346;SPC NV E     - 8,318,152.444   265,462.813   MT  0.99995277   +0 27 09.4
 HP0346;SPC NV E     -27,290,471.81    870,939.25   sFT  0.99995277   +0 27 09.4
 HP0346;UTM  11      - 4,165,308.313   690,481.002   MT  1.00004693   +1 19 03.6
 HP0346
 HP0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0346!SPC NV E     -   0.99977245  x   0.99995277  =   0.99972523
 HP0346!UTM  11      -   0.99977245  x   1.00004693  =   0.99981937
 HP0346
 HP0346|---------------------------------------------------------------------|
 HP0346| PID    Reference Object                     Distance      Geod. Az  |
 HP0346|                                                           dddmmss.s |
 HP0346| DD4894 DRY LAKE RM 1                        11.793 METERS 08138     |
 HP0346| DD4895 DRY LAKE RM 2                        15.326 METERS 15910     |
 HP0346| DD4893 DRY LAKE AZ MK                                     2645543.8 |
 HP0346|---------------------------------------------------------------------|
 HP0346
 HP0346                          SUPERSEDED SURVEY CONTROL
 HP0346
 HP0346  NAD 83(1994)-  37 36 54.59013(N)    114 50 30.50589(W) AD(       ) B
 HP0346  ELLIP H (03/30/95) 1450.54   (m)                       GP(       ) 4 1
 HP0346  NAD 83(1986)-  37 36 54.58126(N)    114 50 30.50293(W) AD(       ) 1
 HP0346  NAD 27      -  37 36 54.71700(N)    114 50 27.46900(W) AD(       ) 1
 HP0346  NGVD 29 (07/19/86) 1473.2    (m)         4833.     (f) VERT ANG       
 HP0346
 HP0346.Superseded values are not recommended for survey control.
 HP0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0346.See file dsdata.txt to determine how the superseded data were derived.
 HP0346
 HP0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB9048165308(NAD 83)
 HP0346_MARKER: DS = TRIANGULATION STATION DISK
 HP0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0346_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HP0346_STAMPING: DRY LAKE 1944
 HP0346_MARK LOGO: CGS   
 HP0346_MAGNETIC: N = NO MAGNETIC MATERIAL
 HP0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0346+STABILITY: SURFACE MOTION
 HP0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0346+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2001
 HP0346
 HP0346  HISTORY     - Date     Condition        Report By
 HP0346  HISTORY     - 1944     MONUMENTED       CGS
 HP0346  HISTORY     - 19940325 GOOD             NGS
 HP0346  HISTORY     - 20011130 GOOD             NVGS
 HP0346
 HP0346                          STATION DESCRIPTION
 HP0346
 HP0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0346'STATION IS LOCATED ON THE S SIDE OF U.S. HIGHWAY 93, ABOUT 17
 HP0346'MILES (AIR LINE) W OF CALIENTE, AND NEAR THE LOWEST PART OF DRY
 HP0346'LAKE FLATS.  IT IS DIRECTLY S OF A SMALL CORRAL ON THE N SIDE
 HP0346'OF THE HIGHWAY AND 2,992 FEET E OF A GRADED ROAD THAT LEADS FROM
 HP0346'THE HIGHWAY S TO AN EMERGENCY AIRFIELD.
 HP0346'
 HP0346'STATION MARK IS A BRONZE STATION DISK SET IN A 12-INCH ROUND
 HP0346'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  IT
 HP0346'IS 9 FEET S OF A 4- BY 4-INCH WITNESS POST AND IS STAMPED
 HP0346'DRY LAKE 1944.  UNDERGROUND MARK IS A BRONZE DISK SET IN
 HP0346'CONCRETE.
 HP0346'
 HP0346'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12-INCH
 HP0346'ROUND CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.
 HP0346'IT IS 75 FEET S OF THE CENTER LINE OF THE HIGHWAY AND IS
 HP0346'STAMPED DRY LAKE NO 1 1944.
 HP0346'
 HP0346'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12-INCH
 HP0346'ROUND CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
 HP0346'IT IS STAMPED DRY LAKE NO 2 1944.
 HP0346'
 HP0346'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE N HEAD WALL
 HP0346'OF A CONCRETE CULVERT.  THE CULVERT IS ABOUT 50 FEET W OF
 HP0346'GRADED ROAD LEADING TO THE EMERGENCY AIRFIELD.  MARK IS ON
 HP0346'U.S. HIGHWAY 93 AND IS STAMPED DRY LAKE 1944.
 HP0346'
 HP0346'TO REACH STATION FROM THE MAIN RAILROAD CROSSING IN CALIENTE, GO
 HP0346'SW ON U.S. HIGHWAY 93 FOR 20.7 MILES TO STATION.  MARK IS 76 FEET
 HP0346'S OF THE CENTER LINE OF THE HIGHWAY.
 HP0346
 HP0346                          STATION RECOVERY (1994)
 HP0346
 HP0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 HP0346'STATION IS LOCATED ABOUT 30 KM (18.65 MI) WEST OF CALIENTE, 44 KM
 HP0346'(27.35 MI) NORTHEAST OF ALAMO, ALONG US HIGHWAY 93, ON THE
 HP0346'RIGHT-OF-WAY, AT MILE 73.75, ALONG A LONG STRAIGHT HIGHWAY SECTION
 HP0346'SLOPING TO THE WEST, BETWEEN THE HIGHWAY AND A 1.5 M (4.9 FT) DEEP
 HP0346'PARALLEL DITCH, IN WEST CENTRAL SECTION 8, T 4 S, R 64 E.
 HP0346'OWNERSHIP--US BUREAU OF LAND MANAGEMENT. TO REACH FROM THE JUNCTION OF
 HP0346'US HIGHWAY 93 AND STATE HIGHWAYS 318 AND 375 (ABOUT 23 KM (14.30 MI)
 HP0346'NORTH OF ALAMO), GO EAST ON HIGHWAY 93 FOR 35.6 KM (22.10 MI) TO A
 HP0346'GRADED ROAD RIGHT WITH CATTLE GUARD, JUST PAST A GRADED ROAD LEFT.
 HP0346'CONTINUE AHEAD FOR 0.92 KM (0.55 MI) TO THE STATION ON THE RIGHT. THE
 HP0346'STATION CAN ALSO BE REACHED FROM THE U.S. POST OFFICE IN CALIENTE, NV
 HP0346'BY GOING SOUTHWEST ON HIGHWAY 93 FOR 33.00 KM (20.50 MI) TO THE
 HP0346'STATION ON THE LEFT. STATION MARK IS A DISK SET IN THE TOP OF A 30-CM
 HP0346'ROUND CONCRETE POST PROJECTING 1 CM ABOVE GROUND.  IT IS 23.0 M (75.5
 HP0346'FT) SOUTH OF, AND 1 M (3.3 FT) HIGHER THAN THE HIGHWAY, 1.0 M (3.3 FT)
 HP0346'NORTH OF THE NORTH EDGE OF THE DITCH, 2.5 M (8.2 FT) SOUTH OF A
 HP0346'FIBERGLASS WITNESS POST, 0.9 M (3.0 FT) WEST OF A FIBERGLASS WITNESS
 HP0346'POST, AND 0.8 M (2.6 FT) EAST OF A FIBERGLASS WITNESS POST. DESCRIBED
 HP0346'BY G.R.HEID
 HP0346
 HP0346                          STATION RECOVERY (2001)
 HP0346
 HP0346'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 HP0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0808 ***********************************************************************
 MT0808  DESIGNATION -  DRY LAKE
 MT0808  PID         -  MT0808
 MT0808  STATE/COUNTY-  NV/ELKO
 MT0808  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0808
 MT0808                         *CURRENT SURVEY CONTROL
 MT0808  ___________________________________________________________________
 MT0808* NAD 83(1994)-  41 59 48.60939(N)    115 27 13.40417(W)     ADJUSTED  
 MT0808* NAVD 88     -      1872.5    (meters)    6143.     (feet)  VERTCON   
 MT0808  ___________________________________________________________________
 MT0808  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 MT0808  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 MT0808
 MT0808  HORZ ORDER  -  FIRST
 MT0808
 MT0808.The horizontal coordinates were established by classical geodetic methods
 MT0808.and adjusted by the National Geodetic Survey in June 1998..
 MT0808
 MT0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0808
 MT0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0808
 MT0808.The geoid height was determined by GEOID03.
 MT0808
 MT0808;                    North         East     Units Scale Factor Converg.
 MT0808;SPC NV E     - 8,804,354.791   210,737.742   MT  0.99990142   +0 05 12.2
 MT0808;SPC NV E     -28,885,620.68    691,395.41   sFT  0.99990142   +0 05 12.2
 MT0808;SPC ID W     -    36,711.926   824,546.335   MT  0.99994074   +0 11 53.7
 MT0808;UTM  11      - 4,650,581.333   628,066.952   MT  0.99980182   +1 02 05.1
 MT0808
 MT0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0808!SPC NV E     -   0.99970891  x   0.99990142  =   0.99961036
 MT0808!SPC ID W     -   0.99970891  x   0.99994074  =   0.99964967
 MT0808!UTM  11      -   0.99970891  x   0.99980182  =   0.99951079
 MT0808
 MT0808|---------------------------------------------------------------------|
 MT0808| PID    Reference Object                     Distance      Geod. Az  |
 MT0808|                                                           dddmmss.s |
 MT0808| DD4897 DRY LAKE RM 2                         9.625 METERS 01226     |
 MT0808| DD4896 DRY LAKE AZ MK                                     1990148.7 |
 MT0808| MT0811 T16S R8 9E SECS 31 36 CC ID NV      110.155 METERS 26507     |
 MT0808|---------------------------------------------------------------------|
 MT0808
 MT0808                          SUPERSEDED SURVEY CONTROL
 MT0808
 MT0808  NAD 83(1992)-  41 59 48.60496(N)    115 27 13.40112(W) AD(       ) 1
 MT0808  NAD 83(1986)-  41 59 48.60507(N)    115 27 13.40100(W) AD(       ) 1
 MT0808  NAD 27      -  41 59 48.94800(N)    115 27 10.13900(W) AD(       ) 1
 MT0808  NGVD 29 (07/19/86) 1871.3    (m)         6139.     (f) VERT ANG       
 MT0808
 MT0808.Superseded values are not recommended for survey control.
 MT0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0808.See file dsdata.txt to determine how the superseded data were derived.
 MT0808
 MT0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG2806750581(NAD 83)
 MT0808_MARKER: DS = TRIANGULATION STATION DISK
 MT0808_SETTING: 66 = SET IN ROCK OUTCROP
 MT0808
 MT0808  HISTORY     - Date     Condition        Report By
 MT0808  HISTORY     - 1948     MONUMENTED       CGS
 MT0808
 MT0808                          STATION DESCRIPTION
 MT0808
 MT0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 MT0808'THE STATION IS ON A SAGE COVERED, LAVA ROCK STREWN MESA, ABOUT
 MT0808'100 YARDS NORTH OF A SMALL DRY LAKE BED.  IT IS NEAR THE
 MT0808'IDAHO - NEVADA STATE BOUNDARY, ABOUT 5 MILES SOUTHWEST OF
 MT0808'MURPHYS HOT SPRINGS, 9-1/2 MILES NORTH OF JARBIDGE, AND
 MT0808'4 MILES WEST OF THE JARBIDGE - ROGERSON ROAD.
 MT0808'
 MT0808'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 MT0808'IN THE TOP OF A 4 BY 4 FOOT MASS OF OUTCROPPING BEDROCK,
 MT0808'PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND, IS
 MT0808'STAMPED DRY LAKE 1948.  IT IS 34 FEET NORTH OF AN EAST-WEST
 MT0808'FENCE LINE, 75 YARDS EAST OF A FENCE CORNER, AND 32 FEET
 MT0808'NORTHEAST OF A 4 INCH SQUARE WHITE WITNESS POST.
 MT0808'
 MT0808'REFERENCE MARK NO. 1, A STANDARD U.S. GENERAL LAND OFFICE CAP
 MT0808'ON THE TOP OF A 4 INCH IRON PIPE, PROJECTING 2-1/2 FEET ABOVE
 MT0808'THE GROUND, IS STAMPED.  T 16 S, R 8 E, R 9 E, S 36, S 31, CC
 MT0808'IDAHO - NEVADA 1917.  IT IS 89 FEET WEST OF A FENCE CORNER
 MT0808'AND APPROXIMATELY 6 FEET LOWER THAN THE STATION MARK.
 MT0808'
 MT0808'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL
 MT0808'HOLE IN THE TOP OF A 3 BY 3 FOOT MASS OF OUTCROPPING BEDROCK,
 MT0808'PROJECTING 3 INCHES ABOVE THE GROUND, IS STAMPED DRY LAKE NO 2
 MT0808'1948.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 MT0808'
 MT0808'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 MT0808'IN THE TOP OF A MASS OF BEDROCK, PROJECTING 4 INCHES ABOVE THE
 MT0808'GROUND, IS STAMPED DRY LAKE 1948.  IT IS 5 FEET NORTH OF A
 MT0808'4 INCH SQUARE WHITE WITNESS POST AND 50 FEET EAST OF A NORTH-SOUTH
 MT0808'TRACK ROAD WHICH LEADS TO THE STATION.
 MT0808'
 MT0808'TO REACH THE STATION FROM MURPHYS HOT SPRINGS GO DOWN THE
 MT0808'CANYON ON THE JARBIDGE ROAD FOR 5.75 MILES TO A BRIDGE ON THE
 MT0808'RIGHT.  A T-ROAD AND SIGN LARIOS RANCH, JARBIDGE 11 MI.  TURN
 MT0808'RIGHT ACROSS THE BRIDGE AND GO UP GRADE 2.45 MILES TO A
 MT0808'CATTLE GUARD AT A FORK JUST BEYOND THE RANCH HOUSE ON THE
 MT0808'LEFT.  TAKE THE RIGHT ROAD ACROSS THE CATTLE GUARD, GO 0.65
 MT0808'MILE TO A FORK.  TAKE THE RIGHT ROAD ACROSS A STREAM AND GO 1.8
 MT0808'MILES NORTH THENCE WEST TO A FENCE CORNER JUST BEYOND A RANCH
 MT0808'HOUSE ON THE LEFT.  TAKE THE DIM ROAD RIGHT JUST BEYOND THE
 MT0808'FENCE CORNER AND GO 0.2 MILE TO A WIRE GATE.  PASS THROUGH
 MT0808'THE GATE AND CONTINUE NORTH AND EAST ON DIM TRACKS UP GRADE
 MT0808'0.45 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 1.0 MILE
 MT0808'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON THE DIM
 MT0808'TRACKS NORTH AND EAST 0.8 MILE TO THE STATION JUST NORTH OF A
 MT0808'SMALL DRY LAKE BED.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0459 ***********************************************************************
 MU0459  DESIGNATION -  DRY LAKE
 MU0459  PID         -  MU0459
 MU0459  STATE/COUNTY-  NV/ELKO
 MU0459  USGS QUAD   -  GROUNDHOG RESERVOIR (1987)
 MU0459
 MU0459                         *CURRENT SURVEY CONTROL
 MU0459  ___________________________________________________________________
 MU0459* NAD 83(1994)-  41 58 59.52713(N)    116 17 55.15905(W)     ADJUSTED  
 MU0459* NAVD 88     -      1863.1    (meters)    6113.     (feet)  VERTCON   
 MU0459  ___________________________________________________________________
 MU0459  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 MU0459  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 MU0459
 MU0459  HORZ ORDER  -  FIRST
 MU0459
 MU0459.The horizontal coordinates were established by classical geodetic methods
 MU0459.and adjusted by the National Geodetic Survey in June 1998..
 MU0459
 MU0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0459
 MU0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0459
 MU0459.The geoid height was determined by GEOID03.
 MU0459
 MU0459;                    North         East     Units Scale Factor Converg.
 MU0459;SPC NV E     - 8,803,079.964   140,725.210   MT  0.99994322   -0 28 42.6
 MU0459;SPC NV E     -28,881,438.18    461,695.96   sFT  0.99994322   -0 28 42.6
 MU0459;UTM  11      - 4,648,149.027   558,099.130   MT  0.99964153   +0 28 08.9
 MU0459
 MU0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0459!SPC NV E     -   0.99971055  x   0.99994322  =   0.99965379
 MU0459!UTM  11      -   0.99971055  x   0.99964153  =   0.99935218
 MU0459
 MU0459|---------------------------------------------------------------------|
 MU0459| PID    Reference Object                     Distance      Geod. Az  |
 MU0459|                                                           dddmmss.s |
 MU0459| DD4899 DRY LAKE RM 1                         5.944 METERS 25641     |
 MU0459| DD4900 DRY LAKE RM 2                         6.092 METERS 33648     |
 MU0459| DD4898 DRY LAKE AZ MK                                     3513602.4 |
 MU0459|---------------------------------------------------------------------|
 MU0459
 MU0459                          SUPERSEDED SURVEY CONTROL
 MU0459
 MU0459  NAD 83(1986)-  41 58 59.52933(N)    116 17 55.15806(W) AD(       ) 1
 MU0459  NAD 27      -  41 58 59.89500(N)    116 17 51.77900(W) AD(       ) 1
 MU0459  NGVD 29 (07/19/86) 1861.9    (m)         6109.     (f) VERT ANG       
 MU0459
 MU0459.Superseded values are not recommended for survey control.
 MU0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0459.See file dsdata.txt to determine how the superseded data were derived.
 MU0459
 MU0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG5809948149(NAD 83)
 MU0459_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MU0459_SETTING: 66 = SET IN ROCK OUTCROP
 MU0459_SP_SET: SET IN BEDROCK
 MU0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0459+STABILITY: POSITION/ELEVATION WELL
 MU0459
 MU0459  HISTORY     - Date     Condition        Report By
 MU0459  HISTORY     - 1956     MONUMENTED       USGS
 MU0459  HISTORY     - 1963     GOOD             USGS
 MU0459
 MU0459                          STATION DESCRIPTION
 MU0459
 MU0459'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (LSB)
 MU0459'THE STATION IS LOCATED 10.5 MILES WEST-NORTHWEST OF OWYHEE,
 MU0459'1.5 MILES SOUTH OF THE IDAHO-NEVADA STATE LINE, AND 1 MILE SOUTH
 MU0459'OF AN OVAL SHAPED, DRY LAKE.  IT IS ON THE HIGHEST POINT OF A
 MU0459'FLAT TOPPED HILL THAT HAS CLIFFS ON THE NORTH SIDE.
 MU0459'
 MU0459'TO REACH THE STATION FROM THE POST OFFICE IN OWYHEE, GO SOUTH
 MU0459'ON STATE HIGHWAY 43 FOR 0.4 MILE TO A ROAD RIGHT.  TURN RIGHT,
 MU0459'WEST, AND GO 1.9 MILES TO A CROSSROAD.  TURN RIGHT, NORTH AND
 MU0459'WEST, AND FOLLOW THE GRAVELED ROAD FOR 4.8 MILES TO A
 MU0459'T-INTERSECTION.  TURN LEFT, WEST AND NORTH, AND GO 4.5 MILES TO A
 MU0459'CROSSROAD AND A GATE ON THE LEFT.  TURN LEFT, WEST, PASS THROUGH
 MU0459'THE GATE AND FOLLOW THE TRACK ROAD FOR 1.3 MILES TO A REVERSE
 MU0459'Y.  CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO A FORK.  TAKE THE
 MU0459'LEFT FORK, PASSING AROUND THE SOUTH END OF A FLAT, FOR 0.3
 MU0459'MILE TO A FORK.  TAKE THE LEFT FORK, WEST, UP ONTO TOP OF
 MU0459'RIM AND A GATE, A DISTANCE OF 1.6 MILES.  PASS THROUGH THE
 MU0459'GATE AND FOLLOW THE ROAD WEST FOR 0.2 MILE TO A FORK.  TAKE THE
 MU0459'LEFT FORK AND GO 0.3 MILE TO THE EDGE OF A DRY LAKE.  TURN
 MU0459'LEFT, SOUTH, AND DRIVE ACROSS COUNTRY ON LAKE BED FOR 3.4
 MU0459'MILES TO THE SOUTHWEST END OF THE LAKE.  FOLLOW THE STOCK
 MU0459'TRAIL SOUTH UP ONTO FIRST BENCH AND SOUTH ALONG BENCH FOR
 MU0459'1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT AT BASE OF ROCK
 MU0459'LEDGE.  CONTINUE SOUTH FOR 0.2 MILE TO THE EAST SIDE OF AN OVAL
 MU0459'SHAPED, DRY LAKE.  CONTINUE SOUTH FOR 1.2 MILE TO THE HIGHEST
 MU0459'POINT AND THE STATION.  THIS IS A DRIVE STATION, BUT
 MU0459'RECCOMMEND A 4-WHEEL DRIVE VEHICLE AS THE ROUTE FROM THE
 MU0459'SOUTHWEST END OF THE FIRST LAKE TO THE STATION IS VERY ROCKY.
 MU0459'
 MU0459'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 MU0459'DRY LAKE 1937, IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 MU0459'3 INCHES ABOVE THE GROUND.  IT IS 8 FEET SOUTHEAST OF A WHITE
 MU0459'WITNESS POST.
 MU0459'
 MU0459'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 MU0459'STAMPED 1, IS SET IN A DRILL HOLE IN A LARGE BOULDER WHICH
 MU0459'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME
 MU0459'ELEVATION AS THE STATION MARK.
 MU0459'
 MU0459'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY REFERENCE MARK STAMPED
 MU0459'2, IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 10 INCHES
 MU0459'ABOVE THE GROUND.  IT IS 1 FOOT HIGHER THAN THE STATION MARK.
 MU0459'
 MU0459'THE AZIMUTH MARK, A STANDARD DISK STAMPED DRY LAKE USGS 1956, IS
 MU0459'SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS 30 INCHES
 MU0459'ABOVE THE GROUND.  IT IS LOCATED 1/4 MILE NORTH OF THE NORTHEAST
 MU0459'END OF AN OVAL SHAPED, DRY LAKE, 5 FEET WEST OF A WHITE WITNESS
 MU0459'POST, AND AT THE BASE OF A ROCK LEDGE.
 MU0459'
 MU0459'NOTE--THE ABOVE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 MU0459'ARE TO THE POINT OF THE ARROW.
 MU0459
 MU0459                          STATION RECOVERY (1963)
 MU0459
 MU0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MU0459'TEXT PREVIOUSLY SUBMITTED IN JOB TA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1882 ***********************************************************************
 GR1882  DESIGNATION -  DRY LAKE UNION PACIFIC TANK
 GR1882  PID         -  GR1882
 GR1882  STATE/COUNTY-  NV/CLARK
 GR1882  USGS QUAD   -  DRY LAKE (1986)
 GR1882
 GR1882                         *CURRENT SURVEY CONTROL
 GR1882  ___________________________________________________________________
 GR1882* NAD 83(1994)-  36 27 17.51491(N)    114 50 43.47037(W)     ADJUSTED  
 GR1882* NAVD 88     -                                                        
 GR1882  ___________________________________________________________________
 GR1882  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 GR1882  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 GR1882
 GR1882  HORZ ORDER  -  THIRD
 GR1882
 GR1882.The horizontal coordinates were established by classical geodetic methods
 GR1882.and adjusted by the National Geodetic Survey in June 1998..
 GR1882
 GR1882
 GR1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1882
 GR1882.The geoid height was determined by GEOID03.
 GR1882
 GR1882;                    North         East     Units Scale Factor Converg.
 GR1882;SPC NV E     - 8,189,391.837   266,143.780   MT  0.99995389   +0 26 18.5
 GR1882;SPC NV E     -26,868,029.72    873,173.38   sFT  0.99995389   +0 26 18.5
 GR1882;UTM  11      - 4,036,559.293   693,080.438   MT  1.00005933   +1 16 50.3
 GR1882
 GR1882                          SUPERSEDED SURVEY CONTROL
 GR1882
 GR1882  NAD 83(1994)-  36 27 17.51532(N)    114 50 43.46887(W) AD(       ) 4
 GR1882  NAD 83(1992)-  36 27 17.51638(N)    114 50 43.47150(W) AD(       ) 4
 GR1882  NAD 83(1992)-  36 27 17.51648(N)    114 50 43.47166(W) AD(       ) 4
 GR1882  NAD 83(1986)-  36 27 17.50607(N)    114 50 43.45582(W) AD(       ) 4
 GR1882  NAD 27      -  36 27 17.62000(N)    114 50 40.45000(W) AD(       ) 3
 GR1882
 GR1882.Superseded values are not recommended for survey control.
 GR1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1882.See file dsdata.txt to determine how the superseded data were derived.
 GR1882
 GR1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA9308036559(NAD 83)
 GR1882_MARKER: 53 = ELEVATED TANK
 GR1882
 GR1882  HISTORY     - Date     Condition        Report By
 GR1882  HISTORY     - 1957     FIRST OBSERVED   CGS
 GR1882
 GR1882                          STATION DESCRIPTION
 GR1882
 GR1882'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0524 ***********************************************************************
 HQ0524  DESIGNATION -  DRY RM 1
 HQ0524  PID         -  HQ0524
 HQ0524  STATE/COUNTY-  NV/NYE
 HQ0524  USGS QUAD   -  FREDS WELL (1987)
 HQ0524
 HQ0524                         *CURRENT SURVEY CONTROL
 HQ0524  ___________________________________________________________________
 HQ0524* NAD 83(1986)-  37 53 38.     (N)    116 03 28.     (W)     SCALED    
 HQ0524* NAVD 88     -      1530.483  (meters)    5021.26   (feet)  ADJUSTED  
 HQ0524  ___________________________________________________________________
 HQ0524  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 HQ0524  DYNAMIC HT  -        1528.785 (meters)    5015.69  (feet)  COMP
 HQ0524  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 HQ0524
 HQ0524  VERT ORDER  -  SECOND    CLASS 0
 HQ0524
 HQ0524.The horizontal coordinates were scaled from a topographic map and have
 HQ0524.an estimated accuracy of +/- 6 seconds.
 HQ0524
 HQ0524.The orthometric height was determined by differential leveling
 HQ0524.and adjusted by the National Geodetic Survey in June 1991..
 HQ0524
 HQ0524.The geoid height was determined by GEOID03.
 HQ0524
 HQ0524.The dynamic height is computed by dividing the NAVD 88
 HQ0524.geopotential number by the normal gravity value computed on the
 HQ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0524.degrees latitude (g = 980.6199 gals.).
 HQ0524
 HQ0524.The modeled gravity was interpolated from observed gravity values.
 HQ0524
 HQ0524;                    North         East    Units  Estimated Accuracy
 HQ0524;SPC NV C     - 6,349,000.      553,550.      MT  (+/- 180 meters Scaled)
 HQ0524
 HQ0524                          SUPERSEDED SURVEY CONTROL
 HQ0524
 HQ0524  NGVD 29 (??/??/92) 1529.445  (m)         5017.85   (f) ADJ UNCH    2 0
 HQ0524
 HQ0524.Superseded values are not recommended for survey control.
 HQ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0524.See file dsdata.txt to determine how the superseded data were derived.
 HQ0524
 HQ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB828944(NAD 83)
 HQ0524_MARKER: DR = REFERENCE MARK DISK
 HQ0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0524_STAMPING: DRY NO 1 1938
 HQ0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0524+STABILITY: SURFACE MOTION
 HQ0524
 HQ0524  HISTORY     - Date     Condition        Report By
 HQ0524  HISTORY     - 1938     MONUMENTED       CGS
 HQ0524  HISTORY     - 1958     GOOD             NGS
 HQ0524
 HQ0524                          STATION DESCRIPTION
 HQ0524
 HQ0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HQ0524'1.8 MI SW FROM REED MAINTENANCE STA.
 HQ0524'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED
 HQ0524'MAINTENANCE STATION, THENCE 1.25 MILES SOUTHWEST ALONG A DIRT
 HQ0524'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, AT THE JUNCTION
 HQ0524'OF A TRACK ROAD, 72 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HQ0524'54.80 FEET EAST OF TRIANGULATION STATION DRY, ABOUT LEVEL WITH
 HQ0524'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HQ0524'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0526 ***********************************************************************
 HQ0526  DESIGNATION -  DRY RM 2
 HQ0526  PID         -  HQ0526
 HQ0526  STATE/COUNTY-  NV/NYE
 HQ0526  USGS QUAD   -  FREDS WELL (1987)
 HQ0526
 HQ0526                         *CURRENT SURVEY CONTROL
 HQ0526  ___________________________________________________________________
 HQ0526* NAD 83(1986)-  37 53 38.     (N)    116 03 28.     (W)     SCALED    
 HQ0526* NAVD 88     -      1530.666  (meters)    5021.86   (feet)  ADJUSTED  
 HQ0526  ___________________________________________________________________
 HQ0526  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 HQ0526  DYNAMIC HT  -        1528.968 (meters)    5016.29  (feet)  COMP
 HQ0526  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 HQ0526
 HQ0526  VERT ORDER  -  SECOND    CLASS 0
 HQ0526
 HQ0526.The horizontal coordinates were scaled from a topographic map and have
 HQ0526.an estimated accuracy of +/- 6 seconds.
 HQ0526
 HQ0526.The orthometric height was determined by differential leveling
 HQ0526.and adjusted by the National Geodetic Survey in June 1991..
 HQ0526
 HQ0526.The geoid height was determined by GEOID03.
 HQ0526
 HQ0526.The dynamic height is computed by dividing the NAVD 88
 HQ0526.geopotential number by the normal gravity value computed on the
 HQ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0526.degrees latitude (g = 980.6199 gals.).
 HQ0526
 HQ0526.The modeled gravity was interpolated from observed gravity values.
 HQ0526
 HQ0526;                    North         East    Units  Estimated Accuracy
 HQ0526;SPC NV C     - 6,349,000.      553,550.      MT  (+/- 180 meters Scaled)
 HQ0526
 HQ0526                          SUPERSEDED SURVEY CONTROL
 HQ0526
 HQ0526  NGVD 29 (??/??/92) 1529.628  (m)         5018.45   (f) ADJ UNCH    2 0
 HQ0526
 HQ0526.Superseded values are not recommended for survey control.
 HQ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0526.See file dsdata.txt to determine how the superseded data were derived.
 HQ0526
 HQ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB828944(NAD 83)
 HQ0526_MARKER: DR = REFERENCE MARK DISK
 HQ0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0526_STAMPING: DRY NO 2 1938
 HQ0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0526+STABILITY: SURFACE MOTION
 HQ0526
 HQ0526  HISTORY     - Date     Condition        Report By
 HQ0526  HISTORY     - 1938     MONUMENTED       CGS
 HQ0526  HISTORY     - 1958     GOOD             NGS
 HQ0526
 HQ0526                          STATION DESCRIPTION
 HQ0526
 HQ0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HQ0526'1.8 MI SW FROM REED MAINTENANCE STA.
 HQ0526'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED
 HQ0526'MAINTENANCE STATION, THENCE 1.25 MILES SOUTHWEST ALONG A DIRT
 HQ0526'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, AT THE JUNCTION
 HQ0526'OF A TRACK ROAD SOUTHEAST, 35 FEET EAST OF THE CENTER LINE OF
 HQ0526'THE ROAD, 64.71 FEET SOUTHWEST OF REFERENCE MARK DRY NO. 1,
 HQ0526'59.28 FEET SOUTH OF TRIANGULATION STATION DRY, ABOUT LEVEL WITH
 HQ0526'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 HQ0526'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0151 ***********************************************************************
 JP0151  DESIGNATION -  DUCK
 JP0151  PID         -  JP0151
 JP0151  STATE/COUNTY-  NV/NYE
 JP0151  USGS QUAD   -  CROWS NEST (1990)
 JP0151
 JP0151                         *CURRENT SURVEY CONTROL
 JP0151  ___________________________________________________________________
 JP0151* NAD 83(1994)-  38 22 08.42866(N)    115 37 33.50103(W)     ADJUSTED  
 JP0151* NAVD 88     -      1485.975  (meters)    4875.24   (feet)  ADJUSTED  
 JP0151  ___________________________________________________________________
 JP0151  LAPLACE CORR-           9.75  (seconds)                    DEFLEC99
 JP0151  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 JP0151  DYNAMIC HT  -        1484.426 (meters)    4870.15  (feet)  COMP
 JP0151  MODELED GRAV-     979,534.5   (mgal)                       NAVD 88
 JP0151
 JP0151  HORZ ORDER  -  FIRST
 JP0151  VERT ORDER  -  SECOND    CLASS 0
 JP0151
 JP0151.The horizontal coordinates were established by classical geodetic methods
 JP0151.and adjusted by the National Geodetic Survey in June 1998..
 JP0151
 JP0151.The orthometric height was determined by differential leveling
 JP0151.and adjusted by the National Geodetic Survey in June 1991..
 JP0151
 JP0151.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0151
 JP0151.The geoid height was determined by GEOID03.
 JP0151
 JP0151.The dynamic height is computed by dividing the NAVD 88
 JP0151.geopotential number by the normal gravity value computed on the
 JP0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0151.degrees latitude (g = 980.6199 gals.).
 JP0151
 JP0151.The modeled gravity was interpolated from observed gravity values.
 JP0151
 JP0151;                    North         East     Units Scale Factor Converg.
 JP0151;SPC NV C     - 6,402,072.082   590,938.872   MT  1.00000181   +0 38 45.7
 JP0151;SPC NV C     -21,004,131.49  1,938,771.95   sFT  1.00000181   +0 38 45.7
 JP0151;UTM  11      - 4,247,651.987   620,031.618   MT  0.99977743   +0 51 10.8
 JP0151
 JP0151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0151!SPC NV C     -   0.99977059  x   1.00000181  =   0.99977239
 JP0151!UTM  11      -   0.99977059  x   0.99977743  =   0.99954807
 JP0151
 JP0151:                Primary Azimuth Mark                     Grid Az
 JP0151:SPC NV C     -  DUCK AZ MK                               035 31 44.0
 JP0151:UTM  11      -  DUCK AZ MK                               035 19 18.9
 JP0151
 JP0151|---------------------------------------------------------------------|
 JP0151| PID    Reference Object                     Distance      Geod. Az  |
 JP0151|                                                           dddmmss.s |
 JP0151| JP0148 DUCK AZ MK                                         0361029.7 |
 JP0151| JP0149 DUCK RM 1                            53.224 METERS 03847     |
 JP0151| JP0150 DUCK RM 2                            46.707 METERS 10251     |
 JP0151| JP0394 BLACK ROCK                          APPROX.26.5 KM 2984023.4 |
 JP0151|---------------------------------------------------------------------|
 JP0151
 JP0151                          SUPERSEDED SURVEY CONTROL
 JP0151
 JP0151  NAD 83(1986)-  38 22 08.42170(N)    115 37 33.50311(W) AD(       ) 1
 JP0151  NAD 27      -  38 22 08.66000(N)    115 37 30.39600(W) AD(       ) 1
 JP0151  NGVD 29 (??/??/92) 1484.920  (m)         4871.77   (f) ADJ UNCH    2 0
 JP0151
 JP0151.Superseded values are not recommended for survey control.
 JP0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0151.See file dsdata.txt to determine how the superseded data were derived.
 JP0151
 JP0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC2003247652(NAD 83)
 JP0151_MARKER: DS = TRIANGULATION STATION DISK
 JP0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0151_STAMPING: DUCK 1939
 JP0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0151+STABILITY: SURFACE MOTION
 JP0151
 JP0151  HISTORY     - Date     Condition        Report By
 JP0151  HISTORY     - 1939     MONUMENTED       CGS
 JP0151  HISTORY     - 1958     GOOD             NGS
 JP0151  HISTORY     - 1963     GOOD             USGS
 JP0151  HISTORY     - 1967     GOOD             USGS
 JP0151  HISTORY     - 1967     GOOD             USGS
 JP0151
 JP0151                          STATION DESCRIPTION
 JP0151
 JP0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0151'STATION IS LOCATED ABOUT 27 MILES SSW FROM CURRANT POST OFFICE
 JP0151'AND ABOUT 15 MILES NNE FROM NYALA ALONG THE SIDE OF THE
 JP0151'MIDLAND TRAIL, A DIRT ROAD.  THE STATION LIES ON THE FLOOR OF
 JP0151'THE E SIDE OF RAILROAD VALLEY, ABOUT 1 MILE FROM THE FOOT OF
 JP0151'THE W SLOPE OF THE GRANT MOUNTAINS.
 JP0151'
 JP0151'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JP0151'BRONZE DISKS SET IN CONCRETE.
 JP0151'
 JP0151'STATION IS SET ON A GENTLE W SLOPE 52 FEET E OF THE ROAD
 JP0151'CENTER AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  MARK
 JP0151'STAMPED, DUCK 1939.
 JP0151'
 JP0151'REFERENCE MARK NO. 1 IS SET 60 FEET E OF THE ROAD CENTER AND
 JP0151'ABOUT 2 FEET LOWER THAN THE STATION.  IT PROJECTS ABOUT
 JP0151'10 INCHES ABOVE THE GROUND.  MARK STAMPED, DUCK NO. 1 1939.
 JP0151'REFERENCE MARK NO. 2 IS SET 63 PACES E OF THE ROAD CENTER
 JP0151'ABOUT 3 FEET HIGHER THAN THE STATION AND PROJECTS ABOUT 10
 JP0151'INCHES ABOVE THE GROUND.  MARK STAMPED, DUCK NO. 2 1939.
 JP0151'
 JP0151'AZIMUTH MARK IS A STANDARD DISK (AZIMUTH MARK) SET 0.4 MILE,
 JP0151'TRUCK MILEAGE, N FROM THE STATION AND 55 FEET E OF THE ROAD
 JP0151'CENTER.  MARK STAMPED, DUCK 1939.
 JP0151'
 JP0151'THERE IS A WHITE STAKE 4 INCHES SQUARE SET 1.335 METERS
 JP0151'(4.4 FEET) SE FROM THE STATION STAKE, PROJECTS 2.0 FEET ABOVE THE
 JP0151'GROUND.  THERE IS ALSO A WHITE STAKE 4 INCHES SQUARE SET
 JP0151'1.325 METERS (4.35 FEET) SE FROM THE AZIMUTH MARK STAKE,
 JP0151'PROJECTS 2.05 FEET ABOVE THE GROUND.
 JP0151'
 JP0151'ELEVATION OF STATION, 5,050 FEET.
 JP0151'
 JP0151'REACHED AS FOLLOWS FROM CURRANT POST OFFICE--GO S ON THE
 JP0151'MIDLAND TRAIL (ROAD TO NYALA) 24.0 MILES TO A SIGN ALONG
 JP0151'THE E SIDE OF THE ROAD WHICH READS GAME PRESERVE - IRWINS
 JP0151'CANYON.  THENCE CONTINUE SOUTHERLY ON THE MIDLAND TRAIL 3.6
 JP0151'MILES TO THE TOP OF A GENTLE RISE AND THE STATION.
 JP0151
 JP0151                          STATION RECOVERY (1958)
 JP0151
 JP0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JP0151'10.0 MI NE FROM NYALA.
 JP0151'10.0 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0151'NYALA, 0.45 MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD EAST, ON A
 JP0151'SMALL KNOLL, 53 FEET EAST OF THE CENTER LINE OF THE ROAD, 154.12 FEET
 JP0151'WEST OF REFERENCE MARK DUCK NO. 2, 1.5 FEET WEST OF A WITNESS POST,
 JP0151'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JP0151'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 JP0151
 JP0151                          STATION RECOVERY (1963)
 JP0151
 JP0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JP0151'RECOVERED AS DESCRIBED BY NGS IN 1939 IN DESCRIPTION LIST 38 115
 JP0151'3, STATION 1002.
 JP0151
 JP0151                          STATION RECOVERY (1967)
 JP0151
 JP0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (DWR)
 JP0151'THE OLD DESCRIPTION IS ADEQUATE.
 JP0151
 JP0151                          STATION RECOVERY (1967)
 JP0151
 JP0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JP0151'RECOVERED AS DESCRIBED BY NGS.  STATION REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0369 ***********************************************************************
 MV0369  DESIGNATION -  DUCK
 MV0369  PID         -  MV0369
 MV0369  STATE/COUNTY-  NV/WASHOE
 MV0369  USGS QUAD   -  DUCK LAKE (1979)
 MV0369
 MV0369                         *CURRENT SURVEY CONTROL
 MV0369  ___________________________________________________________________
 MV0369* NAD 83(1994)-  41 04 40.39334(N)    119 59 50.47426(W)     ADJUSTED  
 MV0369* NAVD 88     -      1982.     (meters)    6503.     (feet)  SCALED    
 MV0369  ___________________________________________________________________
 MV0369  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 MV0369  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 MV0369
 MV0369  HORZ ORDER  -  FIRST
 MV0369
 MV0369.The horizontal coordinates were established by classical geodetic methods
 MV0369.and adjusted by the National Geodetic Survey in June 1998..
 MV0369
 MV0369.The orthometric height was scaled from a topographic map.
 MV0369
 MV0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0369
 MV0369.The geoid height was determined by GEOID03.
 MV0369
 MV0369;                    North         East     Units Scale Factor Converg.
 MV0369;SPC NV W     - 4,703,257.953   681,181.482   MT  1.00007370   -0 55 45.3
 MV0369;SPC NV W     -15,430,605.47  2,234,842.91   sFT  1.00007370   -0 55 45.3
 MV0369;SPC CA 1     -   695,634.308 2,168,263.618   MT  0.99990359   +1 18 34.2
 MV0369;SPC CA 1     - 2,282,260.23  7,113,711.55   sFT  0.99990359   +1 18 34.2
 MV0369;UTM  11      - 4,551,733.213   248,199.040   MT  1.00038042   -1 58 14.0
 MV0369;UTM  10      - 4,551,748.525   752,245.592   MT  1.00038318   +1 58 26.5
 MV0369
 MV0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0369!SPC NV W     -   0.99969261  x   1.00007370  =   0.99976629
 MV0369!SPC CA 1     -   0.99969261  x   0.99990359  =   0.99959623
 MV0369!UTM  11      -   0.99969261  x   1.00038042  =   1.00007291
 MV0369!UTM  10      -   0.99969261  x   1.00038318  =   1.00007567
 MV0369
 MV0369:                Primary Azimuth Mark                     Grid Az
 MV0369:SPC NV W     -  DUCK AZ MK                               055 28 22.4
 MV0369:SPC CA 1     -  DUCK AZ MK                               053 14 02.9
 MV0369:UTM  11      -  DUCK AZ MK                               056 30 51.1
 MV0369:UTM  10      -  DUCK AZ MK                               052 34 10.6
 MV0369
 MV0369|---------------------------------------------------------------------|
 MV0369| PID    Reference Object                     Distance      Geod. Az  |
 MV0369|                                                           dddmmss.s |
 MV0369| CD6447 DUCK AZ MK                                         0543237.1 |
 MV0369| CD6448 DUCK RM 1                             3.933 METERS 19832     |
 MV0369| CD6449 DUCK RM 2                             8.065 METERS 27906     |
 MV0369|---------------------------------------------------------------------|
 MV0369
 MV0369                          SUPERSEDED SURVEY CONTROL
 MV0369
 MV0369  NAD 83(1992)-  41 04 40.39205(N)    119 59 50.48435(W) AD(       ) 1
 MV0369  NAD 83(1986)-  41 04 40.39819(N)    119 59 50.48885(W) AD(       ) 1
 MV0369  NAD 27      -  41 04 40.77200(N)    119 59 46.73400(W) AD(       ) 1
 MV0369
 MV0369.Superseded values are not recommended for survey control.
 MV0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0369.See file dsdata.txt to determine how the superseded data were derived.
 MV0369
 MV0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF4819951733(NAD 83)
 MV0369_MARKER: Z = SEE DESCRIPTION
 MV0369_SETTING: 0 = UNSPECIFIED SETTING
 MV0369
 MV0369  HISTORY     - Date     Condition        Report By
 MV0369  HISTORY     - 1940     MONUMENTED       CGS
 MV0369  HISTORY     - 1950     SEE DESCRIPTION  USFS
 MV0369  HISTORY     - 1957     SEE DESCRIPTION  USFS
 MV0369
 MV0369                          STATION DESCRIPTION
 MV0369
 MV0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MV0369'STATION IS LOCATED ABOUT 18.0 MILES SSE OF EAGLEVILLE AND
 MV0369'ABOUT 6.0 MILES S OF THE POINT WHERE THE EAGLEVILLE-GERLACH
 MV0369'ROAD CROSSES THE STATE LINE, ON A BENCH-TOPPED RIDGE OF VOLCANIC
 MV0369'ROCK, ABOUT 3.0 MILES W OF THE ROAD WHICH RUNS ALONG THE W
 MV0369'SIDE OF DUCK FLAT.  THIS RIDGE APPEARS AS A FLAT TOP FROM A
 MV0369'DISTANCE, BUT IS VERY IRREGULAR, BOTH IN SHAPE AND DRAINAGE.
 MV0369'
 MV0369'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 MV0369'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 MV0369'
 MV0369'STATION MARK IS SET IN FLAT LEDGE OF VOLCANIC ROCK ABOUT 200 FEET
 MV0369'E OF THE HIGHEST POINT AND ABOUT 50 FEET W OF A 6-INCH CEDAR,
 MV0369'WITH TOP CUT OFF, AND ABOUT 100 FEET NW OF A LARGE CEDAR WITH
 MV0369'THE LIMBS ON W SIDE TRIMMED OFF.
 MV0369'
 MV0369'REFERENCE MARKS ARE IN BARE LEDGE ROCK AND EASILY LOCATED.
 MV0369'
 MV0369'AZIMUTH MARK IS ABOUT 0.6 MILE NE ACROSS A SMALL VALLEY IN
 MV0369'THE MOST PROMINENT LEDGE OF ROCK IN THAT VICINITY.
 MV0369'
 MV0369'TO REACH FROM THE JUNCTION OF EAGLEVILLE-GERLACH ROAD AND THE
 MV0369'TULEDAD CANYON ROAD, WHICH IS 21.0 MILES SSE OF EAGLEVILLE, AT
 MV0369'THE W END OF A LOW, NARROW RIDGE, WHICH SEPARATES TWO VALLEYS,
 MV0369'AT A SMALL SHACK (U.S. DEPT. OF AGRICULTURE), GO W ON TRACK ROAD
 MV0369'AND KEEP MAIN TRACK DOWNHILL 0.7 MILE TO GATE IN N-S DRIFT
 MV0369'FENCE (THERE IS ANOTHER GATE N OF THIS ON TOP OF THE RIDGE), GO
 MV0369'THRU FIRST GATE ON S SLOPE OF RIDGE.  FOLLOW TRACK ROAD SW
 MV0369'ALONG FENCE ABOUT 1.0 MILE WHERE THE FENCE MAKES A LEFT TURN
 MV0369'AND A DIM TRACK ROAD TURNS RIGHT, KEEP RIGHT ON THIS DIM
 MV0369'TRACK, WHICH LEADS AROUND THE S SLOPE OF A SPUR OF THE MAIN
 MV0369'RIDGE, AND THEN W AND N UP A VALLEY ABOUT 1-1/2 MILES TO
 MV0369'THE FOOT OF A STEEP SLOPE WHERE ROAD FADES OUT.  END OF
 MV0369'TRUCK TRAVEL.  PACK NW AND W UP CANYONS AND OVER BENCHES
 MV0369'ABOUT 1-1/2 HOURS TO HIGHEST POINT AND STATION.
 MV0369'
 MV0369'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MV0369
 MV0369                          STATION RECOVERY (1950)
 MV0369
 MV0369'RECOVERY NOTE BY US FOREST SERVICE 1950
 MV0369'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MV0369
 MV0369                          STATION RECOVERY (1957)
 MV0369
 MV0369'RECOVERY NOTE BY US FOREST SERVICE 1957
 MV0369'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0148 ***********************************************************************
 JP0148  DESIGNATION -  DUCK AZ MK
 JP0148  PID         -  JP0148
 JP0148  STATE/COUNTY-  NV/NYE
 JP0148  USGS QUAD   -  TROY CANYON (1990)
 JP0148
 JP0148                         *CURRENT SURVEY CONTROL
 JP0148  ___________________________________________________________________
 JP0148* NAD 83(1986)-  38 22 23.     (N)    115 37 18.     (W)     SCALED    
 JP0148* NAVD 88     -      1483.231  (meters)    4866.23   (feet)  ADJUSTED  
 JP0148  ___________________________________________________________________
 JP0148  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 JP0148  DYNAMIC HT  -        1481.684 (meters)    4861.16  (feet)  COMP
 JP0148  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 JP0148
 JP0148  VERT ORDER  -  SECOND    CLASS 0
 JP0148
 JP0148.The horizontal coordinates were scaled from a topographic map and have
 JP0148.an estimated accuracy of +/- 6 seconds.
 JP0148
 JP0148.The orthometric height was determined by differential leveling
 JP0148.and adjusted by the National Geodetic Survey in June 1991..
 JP0148
 JP0148.The geoid height was determined by GEOID03.
 JP0148
 JP0148.The dynamic height is computed by dividing the NAVD 88
 JP0148.geopotential number by the normal gravity value computed on the
 JP0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0148.degrees latitude (g = 980.6199 gals.).
 JP0148
 JP0148.The modeled gravity was interpolated from observed gravity values.
 JP0148
 JP0148;                    North         East    Units  Estimated Accuracy
 JP0148;SPC NV C     - 6,402,530.      591,310.      MT  (+/- 180 meters Scaled)
 JP0148
 JP0148                          SUPERSEDED SURVEY CONTROL
 JP0148
 JP0148  NGVD 29 (??/??/92) 1482.17   (m)         4862.8    (f) COMPUTED    2 0
 JP0148
 JP0148.Superseded values are not recommended for survey control.
 JP0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0148.See file dsdata.txt to determine how the superseded data were derived.
 JP0148
 JP0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC204481(NAD 83)
 JP0148_MARKER: DZ = AZIMUTH MARK DISK
 JP0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0148_STAMPING: DUCK 1939
 JP0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0148+STABILITY: SURFACE MOTION
 JP0148
 JP0148  HISTORY     - Date     Condition        Report By
 JP0148  HISTORY     - 1939     MONUMENTED       CGS
 JP0148  HISTORY     - 1958     GOOD             NGS
 JP0148
 JP0148                          STATION DESCRIPTION
 JP0148
 JP0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JP0148'10.35 MI NE FROM NYALA.
 JP0148'10.35 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0148'NYALA, 93 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE INTERSECTION
 JP0148'OF AN EAST-WEST CROSS ROAD, 57 FEET EAST OF THE CENTER LINE OF THE
 JP0148'GRAVEL ROAD, 82 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 1.8
 JP0148'FEET WEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND
 JP0148'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 JP0148'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1675 ***********************************************************************
 KR1675  DESIGNATION -  DUCK HILL
 KR1675  PID         -  KR1675
 KR1675  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1675  USGS QUAD   -  CARSON CITY (1994)
 KR1675
 KR1675                         *CURRENT SURVEY CONTROL
 KR1675  ___________________________________________________________________
 KR1675* NAD 83(1994)-  39 12 45.48072(N)    119 46 18.58252(W)     ADJUSTED  
 KR1675* NAVD 88     -      1800.1    (meters)    5906.     (feet)  VERTCON   
 KR1675  ___________________________________________________________________
 KR1675  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 KR1675  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 KR1675
 KR1675  HORZ ORDER  -  SECOND
 KR1675
 KR1675.The horizontal coordinates were established by classical geodetic methods
 KR1675.and adjusted by the National Geodetic Survey in June 1998..
 KR1675
 KR1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1675
 KR1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1675
 KR1675.The geoid height was determined by GEOID03.
 KR1675
 KR1675;                    North         East     Units Scale Factor Converg.
 KR1675;SPC NV W     - 4,495,875.214   697,362.571   MT  1.00002967   -0 45 05.2
 KR1675;SPC NV W     -14,750,217.26  2,287,930.37   sFT  1.00002967   -0 45 05.2
 KR1675;UTM  11      - 4,344,034.430   260,683.625   MT  1.00030524   -1 45 11.5
 KR1675
 KR1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1675!SPC NV W     -   0.99972146  x   1.00002967  =   0.99975112
 KR1675!UTM  11      -   0.99972146  x   1.00030524  =   1.00002661
 KR1675
 KR1675                          SUPERSEDED SURVEY CONTROL
 KR1675
 KR1675  NAD 83(1992)-  39 12 45.48387(N)    119 46 18.57486(W) AD(       ) 2
 KR1675  NAD 83(1986)-  39 12 45.47449(N)    119 46 18.55850(W) AD(       ) 2
 KR1675  NAD 27      -  39 12 45.79600(N)    119 46 14.90100(W) AD(       ) 2
 KR1675  NGVD 29 (07/19/86) 1799.0    (m)         5902.     (f) VERT ANG       
 KR1675
 KR1675.Superseded values are not recommended for survey control.
 KR1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1675.See file dsdata.txt to determine how the superseded data were derived.
 KR1675
 KR1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6068444034(NAD 83)
 KR1675
 KR1675  HISTORY     - Date     Condition        Report By
 KR1675  HISTORY     - 1951     MONUMENTED       CGS
 KR1675
 KR1675                          STATION DESCRIPTION
 KR1675
 KR1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1675'STATION IS 1/2 IN DRILL HOLE IN SOLID CAP ROCK WITH A 7 FT ROCK
 KR1675'CAIRN OVER POINT.  LOCATED APPROXIMATELY 3.5 MILES AIR LINE
 KR1675'NORTH OF CARSON CITY, NEVADA.
 KR1675'
 KR1675'LOCATED ON ROCKY KNOB OF SLOPING HILL.
 KR1675'
 KR1675'REACHED FROM CARSON CITY POST OFFICE, GO 4.1 MILES ON U.S. 395
 KR1675'NORTHERLY TO SUMMIT OF LAKEVIEW HILL, TURN RIGHT ON DIRT ROAD
 KR1675'THROUGH GATE, GO 2.55 MILES ALONG PIPE LINE ROAD, TURN RIGHT
 KR1675'FOR 0.40 MILE ON VERY DIM TRACK ROAD SOUTHWESTERLY E.T.T.  PACK
 KR1675'SOUTHWESTERLY APPROXIMATELY 0.6 MILE TO ROCKY POINT AND STATION.
 KR1675'15 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0149 ***********************************************************************
 JP0149  DESIGNATION -  DUCK RM 1
 JP0149  PID         -  JP0149
 JP0149  STATE/COUNTY-  NV/NYE
 JP0149  USGS QUAD   -  CROWS NEST (1990)
 JP0149
 JP0149                         *CURRENT SURVEY CONTROL
 JP0149  ___________________________________________________________________
 JP0149* NAD 83(1986)-  38 22 08.     (N)    115 37 33.     (W)     SCALED    
 JP0149* NAVD 88     -      1485.933  (meters)    4875.10   (feet)  ADJUSTED  
 JP0149  ___________________________________________________________________
 JP0149  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 JP0149  DYNAMIC HT  -        1484.384 (meters)    4870.02  (feet)  COMP
 JP0149  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 JP0149
 JP0149  VERT ORDER  -  SECOND    CLASS 0
 JP0149
 JP0149.The horizontal coordinates were scaled from a topographic map and have
 JP0149.an estimated accuracy of +/- 6 seconds.
 JP0149
 JP0149.The orthometric height was determined by differential leveling
 JP0149.and adjusted by the National Geodetic Survey in June 1991..
 JP0149
 JP0149.The geoid height was determined by GEOID03.
 JP0149
 JP0149.The dynamic height is computed by dividing the NAVD 88
 JP0149.geopotential number by the normal gravity value computed on the
 JP0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0149.degrees latitude (g = 980.6199 gals.).
 JP0149
 JP0149.The modeled gravity was interpolated from observed gravity values.
 JP0149
 JP0149;                    North         East    Units  Estimated Accuracy
 JP0149;SPC NV C     - 6,402,060.      590,950.      MT  (+/- 180 meters Scaled)
 JP0149
 JP0149                          SUPERSEDED SURVEY CONTROL
 JP0149
 JP0149  NGVD 29 (??/??/92) 1484.878  (m)         4871.64   (f) ADJ UNCH    2 0
 JP0149
 JP0149.Superseded values are not recommended for survey control.
 JP0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0149.See file dsdata.txt to determine how the superseded data were derived.
 JP0149
 JP0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC200476(NAD 83)
 JP0149_MARKER: DR = REFERENCE MARK DISK
 JP0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0149_STAMPING: DUCK NO 1 1939
 JP0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0149+STABILITY: SURFACE MOTION
 JP0149
 JP0149  HISTORY     - Date     Condition        Report By
 JP0149  HISTORY     - 1939     MONUMENTED       CGS
 JP0149  HISTORY     - 1958     GOOD             NGS
 JP0149
 JP0149                          STATION DESCRIPTION
 JP0149
 JP0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JP0149'10.0 MI NE FROM NYALA.
 JP0149'10.0 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0149'NYALA, 0.45 MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD EAST, 63 FEET
 JP0149'EAST OF THE CENTER LINE OF THE ROAD, 174.65 FEET NORTH-NORTHEAST OF
 JP0149'TRIANGULATION STATION DUCK, 66 FEET NORTH OF THE CENTER OF A WASH,
 JP0149'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JP0149'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0150 ***********************************************************************
 JP0150  DESIGNATION -  DUCK RM 2
 JP0150  PID         -  JP0150
 JP0150  STATE/COUNTY-  NV/NYE
 JP0150  USGS QUAD   -  CROWS NEST (1990)
 JP0150
 JP0150                         *CURRENT SURVEY CONTROL
 JP0150  ___________________________________________________________________
 JP0150* NAD 83(1986)-  38 22 08.     (N)    115 37 33.     (W)     SCALED    
 JP0150* NAVD 88     -      1486.842  (meters)    4878.08   (feet)  ADJUSTED  
 JP0150  ___________________________________________________________________
 JP0150  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 JP0150  DYNAMIC HT  -        1485.292 (meters)    4873.00  (feet)  COMP
 JP0150  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 JP0150
 JP0150  VERT ORDER  -  SECOND    CLASS 0
 JP0150
 JP0150.The horizontal coordinates were scaled from a topographic map and have
 JP0150.an estimated accuracy of +/- 6 seconds.
 JP0150
 JP0150.The orthometric height was determined by differential leveling
 JP0150.and adjusted by the National Geodetic Survey in June 1991..
 JP0150
 JP0150.The geoid height was determined by GEOID03.
 JP0150
 JP0150.The dynamic height is computed by dividing the NAVD 88
 JP0150.geopotential number by the normal gravity value computed on the
 JP0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0150.degrees latitude (g = 980.6199 gals.).
 JP0150
 JP0150.The modeled gravity was interpolated from observed gravity values.
 JP0150
 JP0150;                    North         East    Units  Estimated Accuracy
 JP0150;SPC NV C     - 6,402,060.      590,950.      MT  (+/- 180 meters Scaled)
 JP0150
 JP0150                          SUPERSEDED SURVEY CONTROL
 JP0150
 JP0150  NGVD 29 (??/??/92) 1485.788  (m)         4874.62   (f) ADJ UNCH    2 0
 JP0150
 JP0150.Superseded values are not recommended for survey control.
 JP0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0150.See file dsdata.txt to determine how the superseded data were derived.
 JP0150
 JP0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC200476(NAD 83)
 JP0150_MARKER: DR = REFERENCE MARK DISK
 JP0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0150_STAMPING: DUCK NO 2 1939
 JP0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0150+STABILITY: SURFACE MOTION
 JP0150
 JP0150  HISTORY     - Date     Condition        Report By
 JP0150  HISTORY     - 1939     MONUMENTED       CGS
 JP0150  HISTORY     - 1958     GOOD             NGS
 JP0150
 JP0150                          STATION DESCRIPTION
 JP0150
 JP0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JP0150'10.0 MI NE FROM NYALA.
 JP0150'10.0 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0150'NYALA, 0.45 MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD EAST, ON A
 JP0150'SMALL KNOLL, 174.83 FEET SOUTH-SOUTHEAST OF REFERENCE MARK DUCK NO. 1,
 JP0150'154.12 FEET EAST OF TRIANGULATION STATION DUCK, 20 FEET NORTH OF THE
 JP0150'APPROXIMATE CENTER OF A WASH, ABOUT 2 FEET HIGHER THAN THE ROAD, AND
 JP0150'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 JP0150'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0711 ***********************************************************************
 MU0711  DESIGNATION -  DUCK VALLEY OFFSET
 MU0711  PID         -  MU0711
 MU0711  STATE/COUNTY-  NV/ELKO
 MU0711  USGS QUAD   -  UNGINA WONGO (1970)
 MU0711
 MU0711                         *CURRENT SURVEY CONTROL
 MU0711  ___________________________________________________________________
 MU0711* NAD 83(1994)-  41 49 50.86020(N)    116 06 09.18974(W)     ADJUSTED  
 MU0711* NAVD 88     -      2385.3    (meters)    7826.     (feet)  VERTCON   
 MU0711  ___________________________________________________________________
 MU0711  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 MU0711  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 MU0711
 MU0711  HORZ ORDER  -  THIRD
 MU0711
 MU0711.The horizontal coordinates were established by classical geodetic methods
 MU0711.and adjusted by the National Geodetic Survey in June 1998..
 MU0711
 MU0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0711
 MU0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0711
 MU0711.The geoid height was determined by GEOID03.
 MU0711
 MU0711;                    North         East     Units Scale Factor Converg.
 MU0711;SPC NV E     - 8,786,036.347   156,872.752   MT  0.99992288   -0 20 46.6
 MU0711;SPC NV E     -28,825,520.92    514,673.35   sFT  0.99992288   -0 20 46.6
 MU0711;UTM  11      - 4,631,379.068   574,521.368   MT  0.99966834   +0 35 54.8
 MU0711
 MU0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0711!SPC NV E     -   0.99962865  x   0.99992288  =   0.99955156
 MU0711!UTM  11      -   0.99962865  x   0.99966834  =   0.99929711
 MU0711
 MU0711|---------------------------------------------------------------------|
 MU0711| PID    Reference Object                     Distance      Geod. Az  |
 MU0711|                                                           dddmmss.s |
 MU0711| CS8459 DUCK VALLEY CAIRN                     2.505 METERS 33703     |
 MU0711|---------------------------------------------------------------------|
 MU0711
 MU0711                          SUPERSEDED SURVEY CONTROL
 MU0711
 MU0711  NAD 83(1986)-  41 49 50.86032(N)    116 06 09.18392(W) AD(       ) 3
 MU0711  NGVD 29 (11/02/93) 2384.0    (m)         7822.     (f) VERT ANG       
 MU0711
 MU0711.Superseded values are not recommended for survey control.
 MU0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0711.See file dsdata.txt to determine how the superseded data were derived.
 MU0711
 MU0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG7452131379(NAD 83)
 MU0711_MARKER: I = METAL ROD
 MU0711_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MU0711_SP_SET: OBJECT DRIVEN INTO GROUND
 MU0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0711
 MU0711  HISTORY     - Date     Condition        Report By
 MU0711  HISTORY     - 1970     MONUMENTED       USGS
 MU0711
 MU0711                          STATION DESCRIPTION
 MU0711
 MU0711'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 MU0711'LOCATED 6 MI W. OF MOUNTAIN CITY.  AT NORTH BREAK OF TOP OF
 MU0711'PROMINENT PEAK.
 MU0711'
 MU0711'STATION REACHED BY HELICOPTER.
 MU0711'
 MU0711'STATION MARK--5/8-INCH REINFORCING BAR DRIVEN TO REFUSAL,
 MU0711'PROJECTING 1.0 FT.
 MU0711'
 MU0711'CAIRN NORTH--1937 USGS STATION DUCK VALLEY.
 MU0711'
 MU0711'CAIRN WEST--PROJECTS 3.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0384 ***********************************************************************
 JP0384  DESIGNATION -  DUCKWATER CAIRN
 JP0384  PID         -  JP0384
 JP0384  STATE/COUNTY-  NV/WHITE PINE
 JP0384  USGS QUAD   -  CURRANT MOUNTAIN (1990)
 JP0384
 JP0384                         *CURRENT SURVEY CONTROL
 JP0384  ___________________________________________________________________
 JP0384* NAD 83(1994)-  38 54 35.12885(N)    115 25 28.56606(W)     ADJUSTED  
 JP0384* NAVD 88     -                                                        
 JP0384  ___________________________________________________________________
 JP0384  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 JP0384  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 JP0384
 JP0384  HORZ ORDER  -  THIRD
 JP0384
 JP0384.The horizontal coordinates were established by classical geodetic methods
 JP0384.and adjusted by the National Geodetic Survey in June 1998..
 JP0384
 JP0384
 JP0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0384
 JP0384.The geoid height was determined by GEOID03.
 JP0384
 JP0384;                    North         East     Units Scale Factor Converg.
 JP0384;SPC NV E     - 8,461,593.290   213,766.428   MT  0.99990233   +0 05 58.9
 JP0384;SPC NV E     -27,761,077.32    701,332.02   sFT  0.99990233   +0 05 58.9
 JP0384;SPC NV C     - 6,462,314.752   607,723.190   MT  1.00004285   +0 46 48.8
 JP0384;SPC NV C     -21,201,777.65  1,993,838.50   sFT  1.00004285   +0 46 48.8
 JP0384;UTM  11      - 4,307,942.062   636,593.289   MT  0.99982975   +0 59 22.8
 JP0384
 JP0384                          SUPERSEDED SURVEY CONTROL
 JP0384
 JP0384  NAD 83(1986)-  38 54 35.12784(N)    115 25 28.56730(W) AD(       ) 4
 JP0384  NAD 27      -  38 54 35.35400(N)    115 25 25.45900(W) AD(       ) 3
 JP0384
 JP0384.Superseded values are not recommended for survey control.
 JP0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0384.See file dsdata.txt to determine how the superseded data were derived.
 JP0384
 JP0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD3659307942(NAD 83)
 JP0384_MARKER: 72 = CAIRN
 JP0384
 JP0384  HISTORY     - Date     Condition        Report By
 JP0384  HISTORY     - 1881     FIRST OBSERVED   CGS
 JP0384
 JP0384                          STATION DESCRIPTION
 JP0384
 JP0384'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0371 ***********************************************************************
 MV0371  DESIGNATION -  DUCKY
 MV0371  PID         -  MV0371
 MV0371  STATE/COUNTY-  NV/WASHOE
 MV0371  USGS QUAD   -  PEGLEG CANYON (1980)
 MV0371
 MV0371                         *CURRENT SURVEY CONTROL
 MV0371  ___________________________________________________________________
 MV0371* NAD 83(1994)-  41 10 01.55439(N)    119 55 53.89846(W)     ADJUSTED  
 MV0371* NAVD 88     -      1991.44   (+/-2cm)    6533.6    (feet)  VERTCON   
 MV0371  ___________________________________________________________________
 MV0371  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 MV0371  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 MV0371
 MV0371  HORZ ORDER  -  SECOND
 MV0371  VERT ORDER  -  THIRD ? (See Below)
 MV0371
 MV0371.The horizontal coordinates were established by classical geodetic methods
 MV0371.and adjusted by the National Geodetic Survey in June 1998..
 MV0371
 MV0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0371.The vertical order pertains to the NGVD 29 superseded value.
 MV0371
 MV0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0371
 MV0371.The geoid height was determined by GEOID03.
 MV0371
 MV0371;                    North         East     Units Scale Factor Converg.
 MV0371;SPC NV W     - 4,713,077.339   686,856.977   MT  1.00005750   -0 53 15.5
 MV0371;SPC NV W     -15,462,821.24  2,253,463.27   sFT  1.00005750   -0 53 15.5
 MV0371;UTM  11      - 4,561,450.626   254,053.938   MT  1.00034453   -1 55 50.7
 MV0371;UTM  10      - 4,561,846.376   757,417.715   MT  1.00041561   +2 01 15.2
 MV0371
 MV0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0371!SPC NV W     -   0.99969115  x   1.00005750  =   0.99974863
 MV0371!UTM  11      -   0.99969115  x   1.00034453  =   1.00003557
 MV0371!UTM  10      -   0.99969115  x   1.00041561  =   1.00010663
 MV0371
 MV0371:                Primary Azimuth Mark                     Grid Az
 MV0371:SPC NV W     -  HAYS PEAK                                359 53 09.9
 MV0371:UTM  11      -  HAYS PEAK                                000 55 45.1
 MV0371:UTM  10      -  HAYS PEAK                                356 58 39.2
 MV0371
 MV0371|---------------------------------------------------------------------|
 MV0371| PID    Reference Object                     Distance      Geod. Az  |
 MV0371|                                                           dddmmss.s |
 MV0371| MV0376 HAYS PEAK                           APPROX.11.8 KM 3585954.4 |
 MV0371|---------------------------------------------------------------------|
 MV0371
 MV0371                          SUPERSEDED SURVEY CONTROL
 MV0371
 MV0371  NAD 83(1992)-  41 10 01.55487(N)    119 55 53.90121(W) AD(       ) 2
 MV0371  NAD 83(1986)-  41 10 01.56081(N)    119 55 53.90324(W) AD(       ) 2
 MV0371  NAD 27      -  41 10 01.93330(N)    119 55 50.14444(W) AD(       ) 2
 MV0371  NGVD 29 (07/19/86) 1990.34   (m)         6530.0    (f) LEVELING    3  
 MV0371
 MV0371.Superseded values are not recommended for survey control.
 MV0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0371.See file dsdata.txt to determine how the superseded data were derived.
 MV0371
 MV0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF5405461451(NAD 83)
 MV0371_MARKER: DD = SURVEY DISK
 MV0371_SETTING: 80 = SET IN A BOULDER
 MV0371_SP_SET: PARTIALLY EXPOSED BOULDER
 MV0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0371+STABILITY: SURFACE MOTION
 MV0371
 MV0371  HISTORY     - Date     Condition        Report By
 MV0371  HISTORY     - 1966     MONUMENTED       USGS
 MV0371
 MV0371                          STATION DESCRIPTION
 MV0371
 MV0371'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DWR)
 MV0371'LOCATED ABOUT 30 MI. S. OF VYA, NEVADA.  14 MI. SE. OF EAGLEVILLE,
 MV0371'CALIFORNIA.  3.5 MI. E. OF THE CALIFORNIA-NEVADA BORDER.  ON THE
 MV0371'E. AND HIGHEST END OF A MESA ON THE E. SIDE OF SURPRISE
 MV0371'VALLEY.  APPROXIMATELY 130 FT. W. OF THE MIDDLE TREE (IN AZIMUTH
 MV0371'281 DEG) OF A LINE OF 3 EQUALLY SPACED TREES.
 MV0371'
 MV0371'REACHED BY HELICOPTER.
 MV0371'
 MV0371'STATION MARK--A STANDARD TABLET STAMPED DUCKY 1966 CEMENTED IN
 MV0371'DRILL HOLE IN A 3 X 4 FT. FLAT BOULDER PROJECTING ABOUT 0.2 FT.
 MV0371'
 MV0371'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0903 ***********************************************************************
 GR0903  DESIGNATION -  DUMPY
 GR0903  PID         -  GR0903
 GR0903  STATE/COUNTY-  NV/CLARK
 GR0903  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0903
 GR0903                         *CURRENT SURVEY CONTROL
 GR0903  ___________________________________________________________________
 GR0903* NAD 83(1994)-  36 12 58.52389(N)    115 07 32.91423(W)     ADJUSTED  
 GR0903* NAVD 88     -       592.20   (+/-2cm)    1942.9    (feet)  VERTCON   
 GR0903  ___________________________________________________________________
 GR0903  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 GR0903  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR0903
 GR0903  HORZ ORDER  -  SECOND
 GR0903  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0903
 GR0903.The horizontal coordinates were established by classical geodetic methods
 GR0903.and adjusted by the National Geodetic Survey in June 1998..
 GR0903
 GR0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0903.The vertical order pertains to the NGVD 29 superseded value.
 GR0903
 GR0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0903
 GR0903.The geoid height was determined by GEOID03.
 GR0903
 GR0903;                    North         East     Units Scale Factor Converg.
 GR0903;SPC NV E     - 8,162,761.166   241,135.133   MT  0.99992084   +0 16 13.2
 GR0903;SPC NV E     -26,780,658.93    791,124.18   sFT  0.99992084   +0 16 13.2
 GR0903;UTM  11      - 4,009,563.161   668,463.100   MT  0.99994968   +1 06 27.3
 GR0903
 GR0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0903!SPC NV E     -   0.99991146  x   0.99992084  =   0.99983230
 GR0903!UTM  11      -   0.99991146  x   0.99994968  =   0.99986114
 GR0903
 GR0903:                Primary Azimuth Mark                     Grid Az
 GR0903:SPC NV E     -  SNIPE                                    003 05 41.5
 GR0903:UTM  11      -  SNIPE                                    002 15 27.4
 GR0903
 GR0903|---------------------------------------------------------------------|
 GR0903| PID    Reference Object                     Distance      Geod. Az  |
 GR0903|                                                           dddmmss.s |
 GR0903| GR1923 SNIPE                               APPROX. 6.1 KM 0032154.7 |
 GR0903| GR0904 DUMPY RM 1                            7.932 METERS 03403     |
 GR0903| GR0902 DUMPY RM 2                            7.498 METERS 19238     |
 GR0903|---------------------------------------------------------------------|
 GR0903
 GR0903                          SUPERSEDED SURVEY CONTROL
 GR0903
 GR0903  NAD 83(1994)-  36 12 58.52452(N)    115 07 32.91788(W) AD(       ) 2
 GR0903  NAD 83(1992)-  36 12 58.52514(N)    115 07 32.91910(W) AD(       ) 2
 GR0903  NAD 83(1992)-  36 12 58.52396(N)    115 07 32.91940(W) AD(       ) 2
 GR0903  NAD 83(1986)-  36 12 58.51631(N)    115 07 32.90085(W) AD(       ) 2
 GR0903  NAD 27      -  36 12 58.63000(N)    115 07 29.89200(W) AD(       ) 2
 GR0903  NGVD 29 (??/??/92)  591.544  (m)         1940.76   (f) ADJ UNCH    1 2
 GR0903
 GR0903.Superseded values are not recommended for survey control.
 GR0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0903.See file dsdata.txt to determine how the superseded data were derived.
 GR0903
 GR0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6846309563(NAD 83)
 GR0903_MARKER: DS = TRIANGULATION STATION DISK
 GR0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0903_STAMPING: DUMPY 1957
 GR0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0903+STABILITY: SURFACE MOTION
 GR0903
 GR0903  HISTORY     - Date     Condition        Report By
 GR0903  HISTORY     - 1957     MONUMENTED       CGS
 GR0903  HISTORY     - 1957     GOOD             CGS
 GR0903  HISTORY     - 1958     SEE DESCRIPTION  NVDH
 GR0903  HISTORY     - 1963     GOOD             NGS
 GR0903  HISTORY     - 1980     MARK NOT FOUND   NGS
 GR0903
 GR0903                          STATION DESCRIPTION
 GR0903
 GR0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR0903'THE STATION IS LOCATED BY A RAILROAD TRACK, ABOUT 3-1/2 MILES
 GR0903'NORTH-NORTHEAST OF LAS VEGAS, AND ABOUT 1 MILE NORTHWEST OF
 GR0903'HIGHWAY 91.
 GR0903'
 GR0903'TO REACH FROM THE POST OFFICE IN NORTH LAS VEGAS, GO NORTHEAST
 GR0903'ON U.S. HIGHWAY 91 FOR 1 MILE TO MC DANIEL ST.  TURN LEFT
 GR0903'(NORTH) ON MC DANIEL ST. AND GO FOR 1.05 MILES TO GRAVEL ROAD
 GR0903'LEFT.  TURN SHARP LEFT (WEST) ON GRAVEL ROAD AND GO 0.3 MILE
 GR0903'TO TOP OF RIDGE, TURN RIGHT (NORTH) AND GO ALONG TOP OF RIDGE
 GR0903'FOR 0.15 MILE TO STATION.
 GR0903'
 GR0903'THE STATION MARK, STAMPED DUMPY 1957, IS A STANDARD BRONZE
 GR0903'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 GR0903'2 INCHES ABOVE GROUND.  IT IS 70 FEET SOUTHEAST OF RAILROAD
 GR0903'TRACKS, 15 FEET SOUTHEAST OF WIRE FENCE AND 1.813 METERS
 GR0903'FROM WHITE WITNESS POST.
 GR0903'
 GR0903'REFERENCE MARK NO. 1, STAMPED DUMPY NO. 1 1957, IS A STANDARD
 GR0903'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 GR0903'FLUSH WITH THE TOP OF THE GROUND.  IT IS 15 FEET SOUTHEAST
 GR0903'OF WIRE FENCE.
 GR0903'
 GR0903'REFERENCE MARK NO. 2, STAMPED DUMPY NO. 2 1957, IS A STANDARD
 GR0903'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 GR0903'2 INCHES ABOVE THE TOP OF GROUND.  IT IS 20 FEET SOUTHEAST
 GR0903'OF WIRE FENCE.
 GR0903
 GR0903                          STATION RECOVERY (1957)
 GR0903
 GR0903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GR0903'3.4 MI NE FROM LAS VEGAS.
 GR0903'3.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0903'IN LAS VEGAS, 56 FEET SOUTHEAST OF SOUTHEAST RAIL, ABOUT 30 FEET ABOVE
 GR0903'TRACK, 15 FEET SOUTHEAST OF WIRE FENCE, 6 FEET NORTH OF WITNESS POST,
 GR0903'SET IN SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 GR0903
 GR0903                          STATION RECOVERY (1958)
 GR0903
 GR0903'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1958
 GR0903'ALL MARKS DESTROYED.
 GR0903'
 GR0903'A NEW STATION DUMPY 2 AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 GR0903
 GR0903                          STATION RECOVERY (1963)
 GR0903
 GR0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0903'RECOVERED IN GOOD CONDITION.
 GR0903
 GR0903                          STATION RECOVERY (1980)
 GR0903
 GR0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR0903'THE HILL THIS MARK WAS SET ON IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1952 ***********************************************************************
 GR1952  DESIGNATION -  DUMPY 2
 GR1952  PID         -  GR1952
 GR1952  STATE/COUNTY-  NV/CLARK
 GR1952  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1952
 GR1952                         *CURRENT SURVEY CONTROL
 GR1952  ___________________________________________________________________
 GR1952* NAD 83(1994)-  36 12 57.82849(N)    115 07 33.90810(W)     ADJUSTED  
 GR1952* NAVD 88     -       590.64   (+/-2cm)    1937.8    (feet)  VERTCON   
 GR1952  ___________________________________________________________________
 GR1952  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 GR1952  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1952
 GR1952  HORZ ORDER  -  THIRD
 GR1952  VERT ORDER  -  THIRD ? (See Below)
 GR1952
 GR1952.The horizontal coordinates were established by classical geodetic methods
 GR1952.and adjusted by the National Geodetic Survey in June 1998..
 GR1952.No horizontal observational check was made to the station.
 GR1952
 GR1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1952.The vertical order pertains to the NGVD 29 superseded value.
 GR1952
 GR1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1952
 GR1952.The geoid height was determined by GEOID03.
 GR1952
 GR1952;                    North         East     Units Scale Factor Converg.
 GR1952;SPC NV E     - 8,162,739.616   241,110.413   MT  0.99992082   +0 16 12.6
 GR1952;SPC NV E     -26,780,588.22    791,043.08   sFT  0.99992082   +0 16 12.6
 GR1952;UTM  11      - 4,009,541.252   668,438.697   MT  0.99994958   +1 06 26.7
 GR1952
 GR1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1952!SPC NV E     -   0.99991170  x   0.99992082  =   0.99983253
 GR1952!UTM  11      -   0.99991170  x   0.99994958  =   0.99986129
 GR1952
 GR1952|---------------------------------------------------------------------|
 GR1952| PID    Reference Object                     Distance      Geod. Az  |
 GR1952|                                                           dddmmss.s |
 GR1952| CC4680 DUMPY 2 RM 3                          8.306 METERS 04911     |
 GR1952| GR0903 DUMPY                                32.797 METERS 04911     |
 GR1952| CC4681 DUMPY 2 RM 4                         10.906 METERS 20833     |
 GR1952|---------------------------------------------------------------------|
 GR1952
 GR1952                          SUPERSEDED SURVEY CONTROL
 GR1952
 GR1952  NAD 83(1994)-  36 12 57.82912(N)    115 07 33.91175(W) AD(       ) 3
 GR1952  NAD 83(1992)-  36 12 57.82974(N)    115 07 33.91297(W) AD(       ) 3
 GR1952  NAD 83(1992)-  36 12 57.82856(N)    115 07 33.91326(W) AD(       ) 3
 GR1952  NAD 83(1986)-  36 12 57.82091(N)    115 07 33.89472(W) AD(       ) 3
 GR1952  NAD 27      -  36 12 57.93500(N)    115 07 30.88600(W) AD(       ) 3
 GR1952  NGVD 29 (07/19/86)  589.99   (m)         1935.7    (f) LEVELING    3  
 GR1952
 GR1952.Superseded values are not recommended for survey control.
 GR1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1952.See file dsdata.txt to determine how the superseded data were derived.
 GR1952
 GR1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6843909541(NAD 83)
 GR1952_MARKER: Z = SEE DESCRIPTION
 GR1952_SETTING: 0 = UNSPECIFIED SETTING
 GR1952
 GR1952  HISTORY     - Date     Condition        Report By
 GR1952  HISTORY     - 1958     MONUMENTED       NVDH
 GR1952  HISTORY     - 19670301 MARK NOT FOUND   USGS
 GR1952
 GR1952                          STATION DESCRIPTION
 GR1952
 GR1952'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1958
 GR1952'STATION DUMPY 2 WAS SET ON LINE BETWEEN STATION DUMPY AND
 GR1952'STATION WASH.
 GR1952'
 GR1952'STATION MARK AND REFERENCE MARKS ARE NEVADA STATE HIGHWAY
 GR1952'DEPARTMENT A.S.C. BRASS DISKS SET IN 11 INCHES DIAMETER CONCRETE
 GR1952'MONUMENT FLUSH WITH THE GROUND.
 GR1952'
 GR1952'STATION MARK IS STAMPED DUMPY 2 AND IS 5.5 FEET FROM 4 IN X 4
 GR1952'IN WITNESS POST SET IN CONCRETE.
 GR1952'
 GR1952'REFERENCE MARK NO. 3 IS STAMPED DUMPY 3.
 GR1952'
 GR1952'REFERENCE MARK NO. 4 IS STAMPED DUMPY 4.
 GR1952
 GR1952                          STATION RECOVERY (1967)
 GR1952
 GR1952'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (RGS)
 GR1952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0904 ***********************************************************************
 GR0904  DESIGNATION -  DUMPY RM 1
 GR0904  PID         -  GR0904
 GR0904  STATE/COUNTY-  NV/CLARK
 GR0904  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0904
 GR0904                         *CURRENT SURVEY CONTROL
 GR0904  ___________________________________________________________________
 GR0904* NAD 83(1986)-  36 12 58.     (N)    115 07 32.     (W)     SCALED    
 GR0904* NAVD 88     -       592.09   (+/-2cm)    1942.5    (feet)  VERTCON   
 GR0904  ___________________________________________________________________
 GR0904  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR0904
 GR0904  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0904
 GR0904.The horizontal coordinates were scaled from a topographic map and have
 GR0904.an estimated accuracy of +/- 6 seconds.
 GR0904
 GR0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0904.The vertical order pertains to the NGVD 29 superseded value.
 GR0904
 GR0904.The geoid height was determined by GEOID03.
 GR0904
 GR0904;                    North         East    Units  Estimated Accuracy
 GR0904;SPC NV E     - 8,162,750.      241,160.      MT  (+/- 180 meters Scaled)
 GR0904
 GR0904                          SUPERSEDED SURVEY CONTROL
 GR0904
 GR0904  NGVD 29 (??/??/92)  591.441  (m)         1940.42   (f) ADJ UNCH    1 2
 GR0904
 GR0904.Superseded values are not recommended for survey control.
 GR0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0904.See file dsdata.txt to determine how the superseded data were derived.
 GR0904
 GR0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA684095(NAD 83)
 GR0904_MARKER: DR = REFERENCE MARK DISK
 GR0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0904_STAMPING: DUMPY NO 1 1957
 GR0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0904+STABILITY: SURFACE MOTION
 GR0904
 GR0904  HISTORY     - Date     Condition        Report By
 GR0904  HISTORY     - 1957     MONUMENTED       CGS
 GR0904  HISTORY     - 1963     GOOD             NGS
 GR0904  HISTORY     - 1980     MARK NOT FOUND   NGS
 GR0904
 GR0904                          STATION DESCRIPTION
 GR0904
 GR0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0904'3.4 MI NE FROM LAS VEGAS.
 GR0904'3.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0904'IN LAS VEGAS, 57 FEET SOUTHEAST OF TRACK AND ABOUT 30 FEET HIGHER THAN
 GR0904'TRACK, 26.02 FEET NORTHEAST OF STATION, 15 FEET SOUTHEAST OF WIRE
 GR0904'FENCE, SET IN TOP OF SQUARE CONCRETE POST FLUSH WITH GROUND.
 GR0904
 GR0904                          STATION RECOVERY (1963)
 GR0904
 GR0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0904'RECOVERED IN GOOD CONDITION.
 GR0904
 GR0904                          STATION RECOVERY (1980)
 GR0904
 GR0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR0904'THE HILL THIS MARK WAS SET ON IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0902 ***********************************************************************
 GR0902  DESIGNATION -  DUMPY RM 2
 GR0902  PID         -  GR0902
 GR0902  STATE/COUNTY-  NV/CLARK
 GR0902  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0902
 GR0902                         *CURRENT SURVEY CONTROL
 GR0902  ___________________________________________________________________
 GR0902* NAD 83(1986)-  36 12 58.     (N)    115 07 32.     (W)     SCALED    
 GR0902* NAVD 88     -       592.36   (+/-2cm)    1943.4    (feet)  VERTCON   
 GR0902  ___________________________________________________________________
 GR0902  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR0902
 GR0902  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0902
 GR0902.The horizontal coordinates were scaled from a topographic map and have
 GR0902.an estimated accuracy of +/- 6 seconds.
 GR0902
 GR0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0902.The vertical order pertains to the NGVD 29 superseded value.
 GR0902
 GR0902.The geoid height was determined by GEOID03.
 GR0902
 GR0902;                    North         East    Units  Estimated Accuracy
 GR0902;SPC NV E     - 8,162,750.      241,160.      MT  (+/- 180 meters Scaled)
 GR0902
 GR0902                          SUPERSEDED SURVEY CONTROL
 GR0902
 GR0902  NGVD 29 (??/??/92)  591.709  (m)         1941.30   (f) ADJ UNCH    1 2
 GR0902
 GR0902.Superseded values are not recommended for survey control.
 GR0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0902.See file dsdata.txt to determine how the superseded data were derived.
 GR0902
 GR0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA684095(NAD 83)
 GR0902_MARKER: DR = REFERENCE MARK DISK
 GR0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0902_STAMPING: DUMPY NO 2 1957
 GR0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0902+STABILITY: SURFACE MOTION
 GR0902
 GR0902  HISTORY     - Date     Condition        Report By
 GR0902  HISTORY     - 1957     MONUMENTED       CGS
 GR0902  HISTORY     - 1963     GOOD             NGS
 GR0902  HISTORY     - 1980     MARK NOT FOUND   NGS
 GR0902
 GR0902                          STATION DESCRIPTION
 GR0902
 GR0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0902'3.4 MI NE FROM LAS VEGAS.
 GR0902'3.4 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 GR0902'LAS VEGAS, 56 FEET SOUTHEAST OF SOUTHEAST RAIL, ABOUT 30 FEET ABOVE
 GR0902'TRACK, 24.6 FEET SOUTH OF STATION MARK, 20 FEET SOUTHEAST OF WIRE
 GR0902'FENCE, SET IN TOP OF SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE
 GR0902'GROUND.
 GR0902
 GR0902                          STATION RECOVERY (1963)
 GR0902
 GR0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0902'RECOVERED IN GOOD CONDITION.
 GR0902
 GR0902                          STATION RECOVERY (1980)
 GR0902
 GR0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR0902'THE HILL THIS MARK WAS SET ON IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0902 ***********************************************************************
 LR0902  DESIGNATION -  DUN
 LR0902  PID         -  LR0902
 LR0902  STATE/COUNTY-  NV/EUREKA
 LR0902  USGS QUAD   -  BOBS FLAT (1986)
 LR0902
 LR0902                         *CURRENT SURVEY CONTROL
 LR0902  ___________________________________________________________________
 LR0902* NAD 83(1994)-  40 43 04.04857(N)    116 29 34.80942(W)     ADJUSTED  
 LR0902* NAVD 88     -      1510.7    (meters)    4956.     (feet)  VERTCON   
 LR0902  ___________________________________________________________________
 LR0902  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 LR0902  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 LR0902
 LR0902  HORZ ORDER  -  SECOND
 LR0902
 LR0902.The horizontal coordinates were established by classical geodetic methods
 LR0902.and adjusted by the National Geodetic Survey in June 1998..
 LR0902
 LR0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0902
 LR0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0902
 LR0902.The geoid height was determined by GEOID03.
 LR0902
 LR0902;                    North         East     Units Scale Factor Converg.
 LR0902;SPC NV E     - 8,662,707.112   123,146.495   MT  0.99997268   -0 35 36.4
 LR0902;SPC NV E     -28,420,898.25    404,023.13   sFT  0.99997268   -0 35 36.4
 LR0902;SPC NV C     - 6,662,323.616   514,671.936   MT  0.99990265   +0 06 47.8
 LR0902;SPC NV C     -21,857,973.40  1,688,552.84   sFT  0.99990265   +0 06 47.8
 LR0902;UTM  11      - 4,507,553.574   542,820.688   MT  0.99962257   +0 19 50.7
 LR0902
 LR0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0902!SPC NV E     -   0.99976617  x   0.99997268  =   0.99973885
 LR0902!SPC NV C     -   0.99976617  x   0.99990265  =   0.99966884
 LR0902!UTM  11      -   0.99976617  x   0.99962257  =   0.99938883
 LR0902
 LR0902|---------------------------------------------------------------------|
 LR0902| PID    Reference Object                     Distance      Geod. Az  |
 LR0902|                                                           dddmmss.s |
 LR0902| DD4902 DUN RM 1                             10.640 METERS 04432     |
 LR0902| DD4903 DUN RM 2                             15.674 METERS 31233     |
 LR0902|---------------------------------------------------------------------|
 LR0902
 LR0902                          SUPERSEDED SURVEY CONTROL
 LR0902
 LR0902  NAD 83(1986)-  40 43 04.05110(N)    116 29 34.80300(W) AD(       ) 2
 LR0902  NAD 27      -  40 43 04.36920(N)    116 29 31.48950(W) AD(       ) 2
 LR0902  NGVD 29 (07/19/86) 1509.6    (m)         4953.     (f) VERT ANG       
 LR0902
 LR0902.Superseded values are not recommended for survey control.
 LR0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0902.See file dsdata.txt to determine how the superseded data were derived.
 LR0902
 LR0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF4282107554(NAD 83)
 LR0902_MARKER: DS = TRIANGULATION STATION DISK
 LR0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0902_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LR0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0902+STABILITY: SURFACE MOTION
 LR0902
 LR0902  HISTORY     - Date     Condition        Report By
 LR0902  HISTORY     - 1958     MONUMENTED       CGS
 LR0902  HISTORY     - 1964     GOOD             USGS
 LR0902
 LR0902                          STATION DESCRIPTION
 LR0902
 LR0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0902'THE STATION IS 6 MILES NORTH OF BEOWAWE, 1.5 MILES EAST-NORTHEAST
 LR0902'OF DUNPHY AND 1 MILE NORTH-NORTHEAST OF U.S. HIGHWAY 40 ON
 LR0902'THE HIGHEST ONE OF A GROUP OF HILLS 0.5 MILE EAST OF THE
 LR0902'DUNPHY-TUSCARORA ROAD.
 LR0902'
 LR0902'TO REACH THE STATION FROM DUNPHY, GO EASTERLY ON U.S. HIGHWAY
 LR0902'40 FOR 1.3 MILE TO THE DUNPHY - TUSCARORA ROAD AND A SIGN
 LR0902'BOOTSTRAP MINE ON THE LEFT, TURN LEFT CROSSING THE STEEL CATTLE
 LR0902'GUARD AND FOLLOW THE GRAVELED ROAD NORTH FOR 1.1 MILE TO THE
 LR0902'CREST OF THE RIDGE IN A LOW SADDLE.  HERE TURN RIGHT, EAST,
 LR0902'AND GO 0.5 MILE CROSS COUNTRY ON A TRACK ROAD UP THE STEEP
 LR0902'SLOPE TO THE HIGHEST POINT AND THE STATION SITE.  A 4 WHEEL
 LR0902'DRIVE STATION.
 LR0902'
 LR0902'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 LR0902'CYLINDRICAL CONCRETE POSTS AND STAMPED DUN 1958 WITH THE
 LR0902'REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
 LR0902
 LR0902                          STATION RECOVERY (1964)
 LR0902
 LR0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LR0902'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40116-1, STATION 1032.
 LR0902'STATION MARK--A STANDARD DISK STAMPED---DUN 1958---, SET IN
 LR0902'CYLINDRICAL CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0469 ***********************************************************************
 GS0469  DESIGNATION -  DUNE
 GS0469  PID         -  GS0469
 GS0469  STATE/COUNTY-  NV/NYE
 GS0469  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0469
 GS0469                         *CURRENT SURVEY CONTROL
 GS0469  ___________________________________________________________________
 GS0469* NAD 83(1994)-  36 39 34.32034(N)    116 27 57.00777(W)     ADJUSTED  
 GS0469* NAVD 88     -       801.299  (meters)    2628.93   (feet)  ADJUSTED  
 GS0469  ___________________________________________________________________
 GS0469  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 GS0469  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GS0469  DYNAMIC HT  -         800.486 (meters)    2626.26  (feet)  COMP
 GS0469  MODELED GRAV-     979,591.8   (mgal)                       NAVD 88
 GS0469
 GS0469  HORZ ORDER  -  SECOND
 GS0469  VERT ORDER  -  FIRST     CLASS II
 GS0469
 GS0469.The horizontal coordinates were established by classical geodetic methods
 GS0469.and adjusted by the National Geodetic Survey in June 1998..
 GS0469
 GS0469.The orthometric height was determined by differential leveling
 GS0469.and adjusted by the National Geodetic Survey in June 1991..
 GS0469
 GS0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0469
 GS0469.The geoid height was determined by GEOID03.
 GS0469
 GS0469.The dynamic height is computed by dividing the NAVD 88
 GS0469.geopotential number by the normal gravity value computed on the
 GS0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0469.degrees latitude (g = 980.6199 gals.).
 GS0469
 GS0469.The modeled gravity was interpolated from observed gravity values.
 GS0469
 GS0469;                    North         East     Units Scale Factor Converg.
 GS0469;SPC NV C     - 6,211,867.153   517,953.921   MT  0.99990397   +0 07 11.7
 GS0469;SPC NV C     -20,380,100.82  1,699,320.49   sFT  0.99990397   +0 07 11.7
 GS0469;UTM  11      - 4,057,237.259   547,739.125   MT  0.99962808   +0 19 08.2
 GS0469
 GS0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0469!SPC NV C     -   0.99987867  x   0.99990397  =   0.99978265
 GS0469!UTM  11      -   0.99987867  x   0.99962808  =   0.99950679
 GS0469
 GS0469|---------------------------------------------------------------------|
 GS0469| PID    Reference Object                     Distance      Geod. Az  |
 GS0469|                                                           dddmmss.s |
 GS0469| CC4683 DUNE RM 1                            11.918 METERS 11340     |
 GS0469| CC4684 DUNE RM 2                            11.364 METERS 18907     |
 GS0469| CC4682 DUNE AZ MK                                         2872732.7 |
 GS0469|---------------------------------------------------------------------|
 GS0469
 GS0469                          SUPERSEDED SURVEY CONTROL
 GS0469
 GS0469  NAD 83(1992)-  36 39 34.30965(N)    116 27 57.01269(W) AD(1991.35) 2
 GS0469  NAD 83(1992)-  36 39 34.30589(N)    116 27 57.00620(W) AD(       ) 2
 GS0469  NAD 83(1986)-  36 39 34.30642(N)    116 27 57.01173(W) AD(       ) 2
 GS0469  NAD 27      -  36 39 34.46400(N)    116 27 53.82800(W) AD(       ) 2
 GS0469  NGVD 29 (05/01/91)  800.493  (m)         2626.28   (f) ADJUSTED    1 2
 GS0469
 GS0469.Superseded values are not recommended for survey control.
 GS0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0469.See file dsdata.txt to determine how the superseded data were derived.
 GS0469
 GS0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA4773957237(NAD 83)
 GS0469_MARKER: DS = TRIANGULATION STATION DISK
 GS0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0469_SP_SET: CONCRETE POST
 GS0469_STAMPING: DUNE 1949
 GS0469_MARK LOGO: CGS   
 GS0469_PROJECTION: PROJECTING 12 CENTIMETERS
 GS0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0469+STABILITY: SURFACE MOTION
 GS0469
 GS0469  HISTORY     - Date     Condition        Report By
 GS0469  HISTORY     - 1949     MONUMENTED       CGS
 GS0469  HISTORY     - 1983     GOOD             NGS
 GS0469
 GS0469                          STATION DESCRIPTION
 GS0469
 GS0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0469'STATION IS LOCATED ON THE EAST SIDE OF THE AMARGOSA DESERT,
 GS0469'AND ALONG U.S. HIGHWAY 95 ABOUT 4 MILES AIRLINE NORTHWEST OF
 GS0469'LATHROP WELLS.  THE STATION MARK IS 121 FEET SOUTH OF CENTERLINE
 GS0469'OF U.S. HIGHWAY 95 AND 6.4 FEET EAST OF A WHITE WITNESS POST.
 GS0469'IT IS SET IN A 1 BY 1 FOOT CONCRETE BLOCK PROJECTING 8 INCHES
 GS0469'ABOVE THE SURFACE OF THE GROUND.  IT IS STAMPED DUNE 1949.
 GS0469'
 GS0469'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 1 BY 1
 GS0469'FOOT CONCRETE BLOCK PROJECTING 2 INCHES ABOVE THE SURFACE OF
 GS0469'THE GROUND.
 GS0469'
 GS0469'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 1 BY 1 FOOT
 GS0469'CONCRETE BLOCK PROJECTING 3 INCHES ABOVE THE SURFACE OF THE
 GS0469'GROUND.
 GS0469'
 GS0469'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 95 AND STATE
 GS0469'HIGHWAY 58 AT BEATTY, TAKE U.S. HIGHWAY 95, EAST, FOR 24.95
 GS0469'MILES TO THE AZIMUTH MARK ON RIGHT.  FROM THE AZIMUTH MARK
 GS0469'CONTINUE ON, SOUTH, FOR 0.65 MILE TURNING RIGHT OFF U.S.
 GS0469'HIGHWAY 95 OPPOSITE TELEPHONE POLE 3720 AND STATION SITE.
 GS0469'
 GS0469'THE AZIMUTH MARK IS 81.5 FEET SOUTH OF CENTERLINE OF U.S. HIGHWAY
 GS0469'95 AND 6 FEET WEST OF A WHITE WITNESS POST.  IT IS SET IN A 1
 GS0469'BY 1 FOOT CONCRETE BLOCK PROJECTING 8 INCHES ABOVE THE SURFACE
 GS0469'OF THE GROUND.  IT IS STAMPED DUNE 1949.
 GS0469
 GS0469                          STATION RECOVERY (1983)
 GS0469
 GS0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0469'6.0 KM (3.8 MI) NW FROM LATHROP WELLS.
 GS0469'6.05 KM (3.8 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0469'STATE HIGHWAY 373 IN LATHROP WELLS, 0.15 KM (0.1 MI) NORTHWEST OF
 GS0469'MILEPOST 34, 35.8 METERS (117.5 FT) SOUTHWEST OF THE HIGHWAY
 GS0469'CENTERLINE, 114.5 METERS (375.5 FT) SOUTHEAST OF THE WEST ONE OF TWO
 GS0469'24-INCH CORRUGATED METAL PIPE CULVERTS, 63.4 METERS (208 FT)
 GS0469'EAST-NORTHEAST OF THE SOUTHEAST END OF A WOODEN FENCE BRACE,
 GS0469'58.2 METERS (191 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, 11.9 METERS
 GS0469'(39 FT) WEST OF DUNE RM 1, 11.3 METERS (37 FT) NORTH OF RM 2.
 GS0469'THE MARK IS 1.5 METERS  SW FROM A WITNESS POST.
 GS0469'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1539 ***********************************************************************
 KR1539  DESIGNATION -  DUNE
 KR1539  PID         -  KR1539
 KR1539  STATE/COUNTY-  NV/CHURCHILL
 KR1539  USGS QUAD   -  CARSON SINK SW (1986)
 KR1539
 KR1539                         *CURRENT SURVEY CONTROL
 KR1539  ___________________________________________________________________
 KR1539* NAD 83(1994)-  39 50 06.31416(N)    118 41 59.54120(W)     ADJUSTED  
 KR1539* NAVD 88     -      1198.4    (meters)    3932.     (feet)  VERTCON   
 KR1539  ___________________________________________________________________
 KR1539  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 KR1539  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KR1539
 KR1539  HORZ ORDER  -  FIRST
 KR1539
 KR1539.The horizontal coordinates were established by classical geodetic methods
 KR1539.and adjusted by the National Geodetic Survey in June 1998..
 KR1539
 KR1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1539
 KR1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1539
 KR1539.The geoid height was determined by GEOID03.
 KR1539
 KR1539;                    North         East     Units Scale Factor Converg.
 KR1539;SPC NV W     - 4,564,309.999   790,025.364   MT  0.99990122   -0 04 28.7
 KR1539;SPC NV W     -14,974,740.39  2,591,941.55   sFT  0.99990122   -0 04 28.7
 KR1539;UTM  11      - 4,410,836.166   354,547.060   MT  0.99986046   -1 05 20.7
 KR1539
 KR1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1539!SPC NV W     -   0.99981576  x   0.99990122  =   0.99971700
 KR1539!UTM  11      -   0.99981576  x   0.99986046  =   0.99967625
 KR1539
 KR1539:                Primary Azimuth Mark                     Grid Az
 KR1539:SPC NV W     -  BEACON                                   037 59 56.5
 KR1539:UTM  11      -  BEACON                                   039 00 48.5
 KR1539
 KR1539|---------------------------------------------------------------------|
 KR1539| PID    Reference Object                     Distance      Geod. Az  |
 KR1539|                                                           dddmmss.s |
 KR1539| KR1537 BEACON                              APPROX. 2.1 KM 0375527.8 |
 KR1539| DA9017 DUNE RM 1                             8.344 METERS 07638     |
 KR1539| DA9018 DUNE RM 2                            12.409 METERS 30011     |
 KR1539|---------------------------------------------------------------------|
 KR1539
 KR1539                          SUPERSEDED SURVEY CONTROL
 KR1539
 KR1539  NAD 83(1986)-  39 50 06.32036(N)    118 41 59.53625(W) AD(       ) 1
 KR1539  NAD 27      -  39 50 06.63329(N)    118 41 55.99204(W) AD(       ) 1
 KR1539  NGVD 29 (07/19/86) 1197.5    (m)         3929.     (f) VERT ANG       
 KR1539
 KR1539.Superseded values are not recommended for survey control.
 KR1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1539.See file dsdata.txt to determine how the superseded data were derived.
 KR1539
 KR1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE5454710836(NAD 83)
 KR1539_MARKER: DD = SURVEY DISK
 KR1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1539
 KR1539  HISTORY     - Date     Condition        Report By
 KR1539  HISTORY     - 1974     MONUMENTED       DMA
 KR1539  HISTORY     - 1976     GOOD             DMA
 KR1539
 KR1539                          STATION DESCRIPTION
 KR1539
 KR1539'DESCRIBED BY DEFENSE MAP AGENCY 1974
 KR1539'THE STATION IS LOCATED 25 MILES, AIRLINE, SOUTH-SOUTHWEST OF
 KR1539'LOVELOCK, 25 MILES NORTH OF FALLON, AND 7 MILES SOUTHEAST OF
 KR1539'INTERSTATE 80.
 KR1539'
 KR1539'TO REACH FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 40
 KR1539'IN LOVELOCK, GO WESTERLY AND SOUTHERLY ALONG HIGHWAY 40 (BECOMING
 KR1539'I-80) ABOUT 23 MILES TO U.S. HIGHWAY 95 EXIT, EXIT ON HIGHWAY 95
 KR1539'AND GO SOUTH FOR 3.25 MILES TO A RAILROAD X-ING, CONTINUE SOUTH
 KR1539'ON HIGHWAY 95 FOR 3.95 MILES TO AN INTERSECTION, TURN LEFT AND GO
 KR1539'EAST-NORTHEAST ON GRAVEL ROAD FOR 4.1 MILES TO THE WEST MOST OF
 KR1539'TWO BURIED CABLE SIGNS, TURN RIGHT AND GO SOUTH ON TRACKS
 KR1539'CROSS COUNTRY FOR 1.3 MILES, TURN LEFT AND GO EASTERLY FOR 0.2
 KR1539'MILE TO THE TOP OF THE HIGHEST SAND DUNE AND THE STATION SITE.
 KR1539'A FOUR-WHEELED DRIVE STATION.
 KR1539'
 KR1539'THE STATION MARK IS A DEFENSE MAPPING AGENCY DISK SET IN THE TOP OF
 KR1539'A SQUARE CONCRETE POST 12-INCHES IN DIAMETER THAT PROJECTS 0.4
 KR1539'FOOT ABOVE THE GROUND.  IT IS STAMPED--DUNE TOPO. CENTER 1974 AND
 KR1539'LOCATED 6 FEET NORTHWEST OF A WITNESS POST.  THE UNDERGROUND MARK
 KR1539'IS SET IN CONCRETE 37-INCHES BELOW THE SURFACE AND IS A DEFENSE
 KR1539'MAPPING AGENCY DISK STAMPED THE SAME AS THE SURFACE MARK.
 KR1539'
 KR1539'REFERENCE MARK 1, IS A DEFENSE MAPPING AGENCY DISK SET IN THE TOP
 KR1539'OF A SQUARE CONCRETE POST 12-INCHES IN DIAMETER THAT PROJECTS 0.3
 KR1539'FOOT ABOVE THE GROUND.  IT IS STAMPED--DUNE R.M. NO. 1 TOPO. CENTER
 KR1539'1974.  IT IS 27.15 FEET EAST-NORTHEAST OF THE STATION MARK.
 KR1539'
 KR1539'REFERENCE MARK 2, IS A DEFENSE MAPPING AGENCY DISK SET IN THE TOP
 KR1539'OF A SQUARE CONCRETE POST 12-INCHES IN DIAMTER THAT PROJECTS 0.5
 KR1539'FOOT ABOVE THE GROUND.  IT IS STAMPED--DUNE R. M. NO. 2
 KR1539'TOPO. CENTER 1974.  IT IS 40.73 FEET WEST-NORTHWEST OF THE STATION
 KR1539'MARK.
 KR1539'
 KR1539'AZIMUTH MARK, A USC AND GS TRIANGULATION STATION STAMPED--BEACON
 KR1539'253 1935 IS REACHED FROM THE BURIED CABLE SIGNS BY CONTINUEING
 KR1539'EASTERLY FOR 0.7 MILE, TURN RIGHT ON TRACKS CROSS COUNTRY FOR 0.5
 KR1539'MILE TO THE MARK.
 KR1539
 KR1539                          STATION RECOVERY (1976)
 KR1539
 KR1539'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (LWL)
 KR1539'THE STATION MARK, RMS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED
 KR1539'IN GOOD CONDITION AS DESCRIBED IN THE ORIGINAL RECONNAISSANCE
 KR1539'NOTES.  THIS PARTY DID NOT HAVE THE LATEST STATION
 KR1539'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0900 ***********************************************************************
 LR0900  DESIGNATION -  DUNPHY
 LR0900  PID         -  LR0900
 LR0900  STATE/COUNTY-  NV/EUREKA
 LR0900  USGS QUAD   -  BOBS FLAT (1986)
 LR0900
 LR0900                         *CURRENT SURVEY CONTROL
 LR0900  ___________________________________________________________________
 LR0900* NAD 83(1994)-  40 40 37.67197(N)    116 26 50.81324(W)     ADJUSTED  
 LR0900* NAVD 88     -      1648.2    (meters)    5407.     (feet)  VERTCON   
 LR0900  ___________________________________________________________________
 LR0900  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 LR0900  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 LR0900
 LR0900  HORZ ORDER  -  FIRST
 LR0900
 LR0900.The horizontal coordinates were established by classical geodetic methods
 LR0900.and adjusted by the National Geodetic Survey in June 1998..
 LR0900
 LR0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0900
 LR0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0900
 LR0900.The geoid height was determined by GEOID03.
 LR0900
 LR0900;                    North         East     Units Scale Factor Converg.
 LR0900;SPC NV E     - 8,658,153.387   126,950.813   MT  0.99996566   -0 33 47.7
 LR0900;SPC NV E     -28,405,958.24    416,504.46   sFT  0.99996566   -0 33 47.7
 LR0900;SPC NV C     - 6,657,817.437   518,531.855   MT  0.99990423   +0 08 34.4
 LR0900;SPC NV C     -21,843,189.37  1,701,216.59   sFT  0.99990423   +0 08 34.4
 LR0900;UTM  11      - 4,503,063.324   546,696.594   MT  0.99962684   +0 21 36.6
 LR0900
 LR0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0900!SPC NV E     -   0.99974460  x   0.99996566  =   0.99971027
 LR0900!SPC NV C     -   0.99974460  x   0.99990423  =   0.99964885
 LR0900!UTM  11      -   0.99974460  x   0.99962684  =   0.99937154
 LR0900
 LR0900|---------------------------------------------------------------------|
 LR0900| PID    Reference Object                     Distance      Geod. Az  |
 LR0900|                                                           dddmmss.s |
 LR0900| DD4904 DUNPHY RM 1                           6.257 METERS 09512     |
 LR0900| AH8035 CLURO                               APPROX.22.3 KM 1503010.5 |
 LR0900| AH8066 1 133 C                             APPROX.25.0 KM 1691456.8 |
 LR0900| DD5268 AIRWAY BEACON                                      1832231.2 |
 LR0900| LR0914 AIRWAY BN 37A SAN FRAN SALT LK      APPROX.10.3 KM 2093518.7 |
 LR0900| DD4905 DUNPHY RM 2                          11.496 METERS 22508     |
 LR0900| LR0912 AIRWAY BN 37B SAN FRAN SALT LK      APPROX. 7.4 KM 2975808.5 |
 LR0900|---------------------------------------------------------------------|
 LR0900
 LR0900                          SUPERSEDED SURVEY CONTROL
 LR0900
 LR0900  NAD 83(1986)-  40 40 37.67504(N)    116 26 50.80702(W) AD(       ) 1
 LR0900  NAD 27      -  40 40 37.98900(N)    116 26 47.50000(W) AD(       ) 1
 LR0900  NGVD 29 (07/19/86) 1647.1    (m)         5404.     (f) VERT ANG       
 LR0900
 LR0900.Superseded values are not recommended for survey control.
 LR0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0900.See file dsdata.txt to determine how the superseded data were derived.
 LR0900
 LR0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF4669703063(NAD 83)
 LR0900_MARKER: DD = SURVEY DISK
 LR0900_SETTING: 66 = SET IN ROCK OUTCROP
 LR0900_PROJECTION: FLUSH
 LR0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0900+STABILITY: POSITION/ELEVATION WELL
 LR0900
 LR0900  HISTORY     - Date     Condition        Report By
 LR0900  HISTORY     - 1940     MONUMENTED       CGS
 LR0900  HISTORY     - 1945     GOOD             USGS
 LR0900  HISTORY     - 1958     GOOD             CGS
 LR0900
 LR0900                          STATION DESCRIPTION
 LR0900
 LR0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LR0900'STATION IS 5-1/2 MILES ESE OF DUNPHY AND 3/4 MILE N OF U.S.
 LR0900'HIGHWAY 40, ON A ROUND-TOPPED HILL, DUE N OF AIRWAY BEACON,
 LR0900'WHICH IS 0.7 MILE W OF BEOWAWE ROAD.
 LR0900'
 LR0900'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 LR0900'IN BARE LEDGE ROCK ON HIGHEST PART OF HILL AND EASILY LOCATED.
 LR0900'
 LR0900'AIRWAY BEACONS LISTED MAY BE USED AS AZIMUTH MARKS.  ALL CUTS
 LR0900'WERE TAKEN AT NIGHT ON THE BEACON LIGHTS.
 LR0900'
 LR0900'STATION IS REACHED FROM AIRWAY BEACON ON HIGHWAY 40, WHICH IS
 LR0900'22.3 MILES W OF CARLIN, AND 7.2 MILES E OF DUNPHY AND 0.7
 LR0900'MILE W OF BEOWAWE ROAD, TURN N CROSS-COUNTRY AT AIRWAY BEACON
 LR0900'AND FOLLOW CREST OF RIDGE N, ABOUT 0.6 MILE, OR AS FAR AS
 LR0900'TRUCK CAN BE DRIVEN, PACK N ABOUT 0.1 MILE TO TOP OF HILL
 LR0900'AND STATION.
 LR0900'
 LR0900'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 LR0900
 LR0900                          STATION RECOVERY (1945)
 LR0900
 LR0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 LR0900'RECOVERED AS DESCRIBED BY NGS IN 1940 IN DESCRIPTION LIST 40 116 1,
 LR0900'STATION 1029.
 LR0900
 LR0900                          STATION RECOVERY (1958)
 LR0900
 LR0900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0900'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 LR0900'TO BE IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO
 LR0900'THE REFERENCE MARKS CHECKED THOSE OF 1940 WITHIN ACCEPTABLE
 LR0900'LIMITS.
 LR0900'
 LR0900'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 LR0900'ROUTE 21 GO NORTH THROUGH THE STEEL GATE AND FOLLOW THE TRACK
 LR0900'ROAD FOR 0.35 MILE TO THE CROSSING OF THE UNDERGROUND CABLE,
 LR0900'TURN LEFT, WEST, AND FOLLOW THE CABLE ROAD TO THE TOP OF THE
 LR0900'RIDGE FOR 0.35 MILE.  HERE TURN RIGHT, NORTH, AND FOLLOW THE
 LR0900'CREST OF THE RIDGE TO THE HIGHEST POINT AND THE STATION SITE,
 LR0900'ABOUT 0.6 MILE.  A FOUR WHEEL DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0426 ***********************************************************************
 KQ0426  DESIGNATION -  DUSTY
 KQ0426  PID         -  KQ0426
 KQ0426  STATE/COUNTY-  NV/LANDER
 KQ0426  USGS QUAD   -  MOUNT AIRY MESA (1969)
 KQ0426
 KQ0426                         *CURRENT SURVEY CONTROL
 KQ0426  ___________________________________________________________________
 KQ0426* NAD 83(1994)-  39 30 11.89265(N)    117 15 43.16183(W)     ADJUSTED  
 KQ0426* NAVD 88     -      1799.2    (meters)    5903.     (feet)  VERTCON   
 KQ0426  ___________________________________________________________________
 KQ0426  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 KQ0426  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 KQ0426
 KQ0426  HORZ ORDER  -  THIRD
 KQ0426
 KQ0426.The horizontal coordinates were established by classical geodetic methods
 KQ0426.and adjusted by the National Geodetic Survey in June 1998..
 KQ0426
 KQ0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0426
 KQ0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0426
 KQ0426.The geoid height was determined by GEOID03.
 KQ0426
 KQ0426;                    North         East     Units Scale Factor Converg.
 KQ0426;SPC NV C     - 6,527,639.007   448,801.623   MT  0.99993226   -0 22 43.3
 KQ0426;SPC NV C     -21,416,095.64  1,472,443.32   sFT  0.99993226   -0 22 43.3
 KQ0426;UTM  11      - 4,372,663.893   477,475.461   MT  0.99960625   -0 09 60.0
 KQ0426
 KQ0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0426!SPC NV C     -   0.99972126  x   0.99993226  =   0.99965354
 KQ0426!UTM  11      -   0.99972126  x   0.99960625  =   0.99932762
 KQ0426
 KQ0426:                Primary Azimuth Mark                     Grid Az
 KQ0426:SPC NV C     -  DUSTY AZ MK                              109 06 27.8
 KQ0426:UTM  11      -  DUSTY AZ MK                              108 53 44.5
 KQ0426
 KQ0426|---------------------------------------------------------------------|
 KQ0426| PID    Reference Object                     Distance      Geod. Az  |
 KQ0426|                                                           dddmmss.s |
 KQ0426| DA9019 DUSTY AZ MK                                        1084344.5 |
 KQ0426| DA9020 DUSTY RM 1                            8.715 METERS 23336     |
 KQ0426| DA9021 DUSTY RM 2                            8.790 METERS 28809     |
 KQ0426|---------------------------------------------------------------------|
 KQ0426
 KQ0426                          SUPERSEDED SURVEY CONTROL
 KQ0426
 KQ0426  NAD 83(1986)-  39 30 11.89797(N)    117 15 43.14999(W) AD(       ) 3
 KQ0426  NAD 27      -  39 30 12.17040(N)    117 15 39.80880(W) AD(       ) 3
 KQ0426  NGVD 29 (07/19/86) 1798.0    (m)         5899.     (f) VERT ANG       
 KQ0426
 KQ0426.Superseded values are not recommended for survey control.
 KQ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0426.See file dsdata.txt to determine how the superseded data were derived.
 KQ0426
 KQ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD7747572664(NAD 83)
 KQ0426_MARKER: DS = TRIANGULATION STATION DISK
 KQ0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0426
 KQ0426  HISTORY     - Date     Condition        Report By
 KQ0426  HISTORY     - 1958     MONUMENTED       CGS
 KQ0426
 KQ0426                          STATION DESCRIPTION
 KQ0426
 KQ0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KQ0426'THE STATION IS LOCATED AIRLINE ABOUT 10 MILES WEST OF AUSTIN
 KQ0426'AND 5-1/2 MILES NORTHWEST OF U.S. HIGHWAY NO. 50.  IT IS AT THE
 KQ0426'EASTERN TIP OF A LOW, SAGE-COVERED RIDGE THAT OVERLOOKS THE
 KQ0426'REESE RIVER VALLEY.
 KQ0426'
 KQ0426'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 KQ0426'AND STATE HIGHWAY 8A, ONE MILE WEST OF AUSTIN, GO WEST ON U.S.
 KQ0426'50 FOR 10.6 MILES TO A DIRT SIDE ROAD.  TURN RIGHT AND GO NORTH
 KQ0426'FOR 1.5 MILES ON A GRADED ROAD TO A FORKS.  TAKE RIGHT FORK AND GO
 KQ0426'NORTH FOR 1.1 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE
 KQ0426'STRAIGHT AHEAD FOR 2.9 MILES TO A SIDE ROAD ON THE LEFT.
 KQ0426'CONTINUE NORTH FOR 0.3 MILE TO A CROSSROAD.  THENCE PROCEED
 KQ0426'NORTH ON A GRADED ROAD FOR 0.2 MILE OVER A SMALL RIDGE TO A
 KQ0426'CROSSROAD.  FOLLOW THE ROAD NORTH FOR 1.6 MILES TO THE
 KQ0426'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.3 MILE TO A
 KQ0426'FORK.  THENCE TAKE LEFT FORK AND GO 0.2 MILE TO A FENCE
 KQ0426'ON THE RIGHT AND THENCE BEAR LEFT WORKING WAY UP ONTO THE
 KQ0426'RIDGE AND FOLLOW IT EAST TO THE STATION.
 KQ0426'
 KQ0426'THE STATION IS A STANDARD DISK STAMPED DUSTY 1958 SET IN THE
 KQ0426'TOP OF A CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 KQ0426'GROUND.
 KQ0426'
 KQ0426'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DUSTY NO 1
 KQ0426'1958 SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS 4
 KQ0426'INCHES ABOVE THE GROUND.  IT IS ON THE SOUTH EDGE OF RIDGE
 KQ0426'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 KQ0426'
 KQ0426'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DUSTY NO 2
 KQ0426'1958 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KQ0426'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ON THE
 KQ0426'NORTH EDGE OF THE RIDGE AND ABOUT 1-1/2 FEET LOWER THAN THE
 KQ0426'STATION.
 KQ0426'
 KQ0426'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DUSTY 1958 SET
 KQ0426'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KQ0426'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 17 FEET SOUTHWEST
 KQ0426'OF A TRACK ROAD ON ABOUT 3 FOOT RISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0303 ***********************************************************************
 MV0303  DESIGNATION -  DUSTY
 MV0303  PID         -  MV0303
 MV0303  STATE/COUNTY-  NV/HUMBOLDT
 MV0303  USGS QUAD   -  LEONARD CR SLOUGH NORTH (1980)
 MV0303
 MV0303                         *CURRENT SURVEY CONTROL
 MV0303  ___________________________________________________________________
 MV0303* NAD 83(1994)-  41 27 53.09412(N)    118 37 51.30976(W)     ADJUSTED  
 MV0303* NAVD 88     -      1239.68   (+/-2cm)    4067.2    (feet)  VERTCON   
 MV0303  ___________________________________________________________________
 MV0303  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 MV0303  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 MV0303
 MV0303  HORZ ORDER  -  FIRST
 MV0303  VERT ORDER  -  THIRD ? (See Below)
 MV0303
 MV0303.The horizontal coordinates were established by classical geodetic methods
 MV0303.and adjusted by the National Geodetic Survey in June 1998..
 MV0303
 MV0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0303.The vertical order pertains to the NGVD 29 superseded value.
 MV0303
 MV0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0303
 MV0303.The geoid height was determined by GEOID03.
 MV0303
 MV0303;                    North         East     Units Scale Factor Converg.
 MV0303;SPC NV W     - 4,745,255.733   796,024.991   MT  0.99990019   -0 01 53.4
 MV0303;SPC NV W     -15,568,393.18  2,611,625.32   sFT  0.99990019   -0 01 53.4
 MV0303;UTM  11      - 4,591,634.355   363,802.860   MT  0.99982828   -1 04 48.3
 MV0303
 MV0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0303!SPC NV W     -   0.99980883  x   0.99990019  =   0.99970904
 MV0303!UTM  11      -   0.99980883  x   0.99982828  =   0.99963714
 MV0303
 MV0303|---------------------------------------------------------------------|
 MV0303| PID    Reference Object                     Distance      Geod. Az  |
 MV0303|                                                           dddmmss.s |
 MV0303| CD6458 DUSTY RM 1                            7.708 METERS 02239     |
 MV0303| CD6457 DUSTY AZ MK                                        0780036.4 |
 MV0303| CD6459 DUSTY RM 2                            9.625 METERS 12350     |
 MV0303| MV0300 PARROT PEAK HIGHEST POINT           APPROX.17.2 KM 1291722.3 |
 MV0303| MV0306 KING LEAR PEAK CAIRN                APPROX.29.8 KM 1673704.1 |
 MV0303| MV0304 WINDMILL 3 MI S LEONARD RANCH       APPROX. 6.8 KM 2694937.0 |
 MV0303|---------------------------------------------------------------------|
 MV0303
 MV0303                          SUPERSEDED SURVEY CONTROL
 MV0303
 MV0303  NAD 83(1986)-  41 27 53.10220(N)    118 37 51.30830(W) AD(       ) 1
 MV0303  NAD 27      -  41 27 53.46500(N)    118 37 47.70900(W) AD(       ) 1
 MV0303  NGVD 29 (07/19/86) 1238.64   (m)         4063.8    (f) LEVELING    3  
 MV0303
 MV0303.Superseded values are not recommended for survey control.
 MV0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0303.See file dsdata.txt to determine how the superseded data were derived.
 MV0303
 MV0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF6380391634(NAD 83)
 MV0303_MARKER: DS = TRIANGULATION STATION DISK
 MV0303_SETTING: 80 = SET IN A BOULDER
 MV0303_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MV0303
 MV0303  HISTORY     - Date     Condition        Report By
 MV0303  HISTORY     - 1935     MONUMENTED       CGS
 MV0303
 MV0303                          STATION DESCRIPTION
 MV0303
 MV0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 MV0303'STATION IS ABOUT 6.0 MILES SE, BY ROAD, FROM LEONARD CREEK
 MV0303'RANCH, AT N END OF BLACK ROCK DESERT, AND AT EXTREME S END
 MV0303'OF PINE FOREST MOUNTAINS, 80 FEET N OF LEONARD CREEK-WINNEMUCCA
 MV0303'ROAD, AND 36 FEET S OF OLD UPPER ROAD AND AT TOE OF SECOND
 MV0303'POINT FROM E THAT EXTENDS INTO DESERT.
 MV0303'
 MV0303'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 MV0303'HOLE IN A BOULDER.  REFERENCE AND
 MV0303'AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN A BOULDER AS
 MV0303'
 MV0303'REACHED FROM LEONARD CREEK RANCH BY TAKING THE WINNEMUCCA
 MV0303'ROAD SOUTHEASTERLY FOR 5.9 MILES TO STATION.
 MV0303'
 MV0303'AZIMUTH MARK LIES ABOUT 1.0 MILE NE, ON ROCKY RIDGE, ABOUT
 MV0303'200 YARDS N OF ROAD.
 MV0303'
 MV0303'WINDMILL LIES ABOUT 3 MILES S OF LEONARD CREEK RANCH, DE LONG
 MV0303'PROPERTY.  HIGHEST POINT OF PARROT PK. OUT IN.  SMALL ROCK
 MV0303'CAIRN ATOP KING LEAR PEAK INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0365 ***********************************************************************
 JP0365  DESIGNATION -  DUTCH JOHN
 JP0365  PID         -  JP0365
 JP0365  STATE/COUNTY-  NV/LINCOLN
 JP0365  USGS QUAD   -  DUTCH JOHN MTN (1973)
 JP0365
 JP0365                         *CURRENT SURVEY CONTROL
 JP0365  ___________________________________________________________________
 JP0365* NAD 83(1994)-  38 26 51.40352(N)    114 40 10.25187(W)     ADJUSTED  
 JP0365* NAVD 88     -      2702.7    (meters)    8867.     (feet)  VERTCON   
 JP0365  ___________________________________________________________________
 JP0365  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 JP0365  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 JP0365
 JP0365  HORZ ORDER  -  FIRST
 JP0365
 JP0365.The horizontal coordinates were established by classical geodetic methods
 JP0365.and adjusted by the National Geodetic Survey in June 1998..
 JP0365
 JP0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0365
 JP0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0365
 JP0365.The geoid height was determined by GEOID03.
 JP0365
 JP0365;                    North         East     Units Scale Factor Converg.
 JP0365;SPC NV E     - 8,410,679.462   279,765.455   MT  0.99997833   +0 34 05.7
 JP0365;SPC NV E     -27,594,037.53    917,863.83   sFT  0.99997833   +0 34 05.7
 JP0365;UTM  11      - 4,258,053.008   703,373.337   MT  1.00010938   +1 26 58.5
 JP0365
 JP0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0365!SPC NV E     -   0.99957958  x   0.99997833  =   0.99955792
 JP0365!UTM  11      -   0.99957958  x   1.00010938  =   0.99968891
 JP0365
 JP0365:                Primary Azimuth Mark                     Grid Az
 JP0365:SPC NV E     -  DUTCH JOHN AZ MK                         028 58 07.7
 JP0365:UTM  11      -  DUTCH JOHN AZ MK                         028 05 14.9
 JP0365
 JP0365|---------------------------------------------------------------------|
 JP0365| PID    Reference Object                     Distance      Geod. Az  |
 JP0365|                                                           dddmmss.s |
 JP0365| DD4906 DUTCH JOHN AZ MK                                   0293213.4 |
 JP0365| DD4907 DUTCH JOHN RM 1                       4.749 METERS 07855     |
 JP0365| JP0382 SHINGLE                             APPROX.28.5 KM 3031803.6 |
 JP0365| DD4908 DUTCH JOHN RM 2                       5.944 METERS 35005     |
 JP0365|---------------------------------------------------------------------|
 JP0365
 JP0365                          SUPERSEDED SURVEY CONTROL
 JP0365
 JP0365  NAD 83(1994)-  38 26 51.40303(N)    114 40 10.25189(W) AD(       ) 1
 JP0365  NAD 83(1986)-  38 26 51.39387(N)    114 40 10.25913(W) AD(       ) 1
 JP0365  NAD 27      -  38 26 51.56100(N)    114 40 07.25900(W) AD(       ) 1
 JP0365  NGVD 29 (07/19/86) 2701.5    (m)         8863.     (f) VERT ANG       
 JP0365
 JP0365.Superseded values are not recommended for survey control.
 JP0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0365.See file dsdata.txt to determine how the superseded data were derived.
 JP0365
 JP0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC0337358053(NAD 83)
 JP0365_MARKER: DS = TRIANGULATION STATION DISK
 JP0365_SETTING: 66 = SET IN ROCK OUTCROP
 JP0365_SP_SET: PARTIALLY EXPOSED BEDROCK
 JP0365
 JP0365  HISTORY     - Date     Condition        Report By
 JP0365  HISTORY     - 1944     MONUMENTED       CGS
 JP0365  HISTORY     - 1959     GOOD             NVDH
 JP0365  HISTORY     - 1965     GOOD             USGS
 JP0365
 JP0365                          STATION DESCRIPTION
 JP0365
 JP0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 JP0365'STATION IS LOCATED ABOUT 10 MILES NNW OF PONY SPRINGS, 2 MILES
 JP0365'WSW OF THE OLD DUTCH JOHN RANCH, AND 38.5 MILES N OF PIOCHE.
 JP0365'IT IS ON THE N END OF A GREY RIM-ROCK PEAK KNOWN AS DUTCH JOHN
 JP0365'PEAK.
 JP0365'
 JP0365'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH WITH
 JP0365'THE GROUND AND IS STAMPED DUTCH JOHN 1944.  IT IS 90 FEET N OF
 JP0365'THE HIGHEST POINT OF THE PEAK, 30 FEET S OF THE N EDGE OF THE
 JP0365'RIM ROCK AND 6 FEET E OF THE W EDGE.
 JP0365'
 JP0365'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 JP0365'FLUSH WITH THE GROUND.  IT IS ABOUT 1-1/2 FEET LOWER IN ELEVATION
 JP0365'THAN THE STATION MARK AND IS STAMPED DUTCH JOHN NO 1 1944.
 JP0365'
 JP0365'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH
 JP0365'WITH THE GROUND.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 JP0365'STATION MARK AND IS STAMPED DUTCH JOHN NO 2 1944.
 JP0365'
 JP0365'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE S EDGE OF THE
 JP0365'W ABUTMENT OF A CONCRETE CULVERT PASSING UNDER U.S. HIGHWAY 93
 JP0365'AND IS STAMPED DUTCH JOHN 1944.  IT IS REACHED BY CONTINUING
 JP0365'FOR 1 MILE PAST THE BLADED ROAD TAKEN TO THE STATION.  A HIGHWAY
 JP0365'MARKER READING L 91+48 IS ON THE RIGHT SIDE OF THE HIGHWAY AT
 JP0365'THE CULVERT.
 JP0365'
 JP0365'TO REACH STATION FROM PONY SPRINGS, GO N ON U.S. HIGHWAY 93 FOR
 JP0365'9.9 MILES TO A BLADED ROAD LEADING TO THE LEFT (8.5 MILES N OF
 JP0365'PONY SPRINGS THE PEAK IS DIRECTLY TO THE LEFT AND RISES UP
 JP0365'GRADUALLY FROM THE S AND SHARPLY FROM THE N), TURN LEFT ON THE
 JP0365'BLADED ROAD AND PASS TO THE N OF THE PEAK FOR 3.1 MILES TO A
 JP0365'WINDMILL AND TANK, CONTINUE ON THE BLADED ROAD, GOING GENERALLY
 JP0365'W AND S, FOR 3.7 MILES TO A TRACK ROAD LEADING TO THE LEFT.
 JP0365'TURN LEFT AND GO UP A SHARP GRADE TO THE TOP OF THE FIRST RIDGE,
 JP0365'THENCE TURN TO THE LEFT AND FOLLOW TRACK ROAD ALONG THE RIDGE FOR
 JP0365'1.8 MILES TO A DIM-TRACK RIGHT FORK.  TURN RIGHT AND FOLLOW
 JP0365'DIM TRACKS FOR 0.2 MILE TO AN OLD CAMP SITE AND THE END OF
 JP0365'TRUCK TRAVEL.  THIS POINT IS W OF THE RIDGE LEADING TO THE
 JP0365'PEAK AND SSW OF THE STATION.  PACK E TO THE TOP OF THE RIDGE
 JP0365'AND THENCE TO THE LEFT OR N ALONG THE RIDGE FOR ABOUT 2-1/2
 JP0365'MILES TO THE MOST N END OF RANGE AND THE STATION.
 JP0365
 JP0365                          STATION RECOVERY (1959)
 JP0365
 JP0365'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1959
 JP0365'AZIMUTH MARK WAS RESET IN OCTOBER 1959 BY NEVADA STATE HIGHWAY
 JP0365'DEPARTMENT SURVEY CREW.  THE MARK, STAMPED DUTCH JOHN RESET 1959,
 JP0365'IS SET IN THE SAME LOCATION AS IT WAS ORIGINALLY.  A NEW
 JP0365'DESCRIPTION FOLLOWS.
 JP0365'
 JP0365'MARK IS A STANDARD AZIMUTH MARK DISK SET IN A CONCRETE MONUMENT
 JP0365'APPROXIMATELY 40 MILES NORTH OF PIOCHE, 11.2 MILES
 JP0365'NORTH OF PONY SPRINGS ON THE NEW HIGHWAY ALIGNMENT, 18.5 FEET
 JP0365'WEST OF THE CENTERLINE OF U.S. HIGHWAY 93, 5.4 FEET WEST OF OIL
 JP0365'SHOULDER, 11.5 FEET EAST OF THE WEST END OF THE NEW 24 INCH CMP
 JP0365'AND ABOUT 2.5 FEET SOUTH OF THE CENTERLINE OF THE NEW CMP.
 JP0365'THE BRONZE DISK IS 1.17 FEET BELOW THE OIL SHOULDER ELEVATION
 JP0365'AND ABOUT 0.5 FOOT BELOW THE FILL SLOPE.
 JP0365'
 JP0365'STATION AND REFERENCE MARKS WERE NOT RECOVERED AT THIS TIME.
 JP0365
 JP0365                          STATION RECOVERY (1965)
 JP0365
 JP0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JP0365'RECOVERED AS DESCRIBED BY NGS IN 1944 IN DESCRIPTION LIST 38 114
 JP0365'3, STATION 1001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR2528 ***********************************************************************
 HR2528  DESIGNATION -  DYER
 HR2528  PID         -  HR2528
 HR2528  STATE/COUNTY-  NV/ESMERALDA
 HR2528  USGS QUAD   -  DYER (1994)
 HR2528
 HR2528                         *CURRENT SURVEY CONTROL
 HR2528  ___________________________________________________________________
 HR2528* NAD 83(1994)-  37 42 16.60097(N)    118 05 08.02479(W)     ADJUSTED  
 HR2528* NAVD 88     -      1474.8    (meters)    4839.     (feet)  VERTCON   
 HR2528  ___________________________________________________________________
 HR2528  LAPLACE CORR-          -7.21  (seconds)                    DEFLEC99
 HR2528  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 HR2528
 HR2528  HORZ ORDER  -  THIRD
 HR2528
 HR2528.The horizontal coordinates were established by classical geodetic methods
 HR2528.and adjusted by the National Geodetic Survey in June 1998..
 HR2528
 HR2528.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR2528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR2528
 HR2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2528
 HR2528.The geoid height was determined by GEOID03.
 HR2528
 HR2528;                    North         East     Units Scale Factor Converg.
 HR2528;SPC NV W     - 4,327,937.239   843,890.978   MT  0.99992372   +0 18 16.0
 HR2528;SPC NV W     -14,199,240.76  2,768,665.65   sFT  0.99992372   +0 18 16.0
 HR2528;SPC CA 3     -   636,434.904 2,212,875.160   MT  0.99992951   +1 28 41.5
 HR2528;SPC CA 3     - 2,088,036.85  7,260,074.59   sFT  0.99992951   +1 28 41.5
 HR2528;UTM  11      - 4,173,596.320   404,308.035   MT  0.99971279   -0 39 50.3
 HR2528
 HR2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2528!SPC NV W     -   0.99977266  x   0.99992372  =   0.99969640
 HR2528!SPC CA 3     -   0.99977266  x   0.99992951  =   0.99970219
 HR2528!UTM  11      -   0.99977266  x   0.99971279  =   0.99948552
 HR2528
 HR2528|---------------------------------------------------------------------|
 HR2528| PID    Reference Object                     Distance      Geod. Az  |
 HR2528|                                                           dddmmss.s |
 HR2528| DA9025 DYER RM 1                            26.091 METERS 01335     |
 HR2528| DA9026 DYER RM 2                            24.662 METERS 26331     |
 HR2528| DA9024 DYER AZ MK                                         2694956.8 |
 HR2528|---------------------------------------------------------------------|
 HR2528
 HR2528                          SUPERSEDED SURVEY CONTROL
 HR2528
 HR2528  NAD 83(1992)-  37 42 16.60070(N)    118 05 08.02426(W) AD(       ) 3
 HR2528  NAD 83(1986)-  37 42 16.59997(N)    118 05 08.01630(W) AD(       ) 3
 HR2528  NAD 27      -  37 42 16.85600(N)    118 05 04.62200(W) AD(       ) 3
 HR2528  NGVD 29 (07/19/86) 1473.6    (m)         4835.     (f) VERT ANG       
 HR2528
 HR2528.Superseded values are not recommended for survey control.
 HR2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2528.See file dsdata.txt to determine how the superseded data were derived.
 HR2528
 HR2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB0430873596(NAD 83)
 HR2528_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HR2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR2528
 HR2528  HISTORY     - Date     Condition        Report By
 HR2528  HISTORY     - 1950     MONUMENTED       CGS
 HR2528  HISTORY     - 1958     SEE DESCRIPTION  USE
 HR2528
 HR2528                          STATION DESCRIPTION
 HR2528
 HR2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HR2528'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE DYER
 HR2528'SCHOOL YARD, ABOUT 28 MILES NORTHEAST OF THE TOWN OF BISHOP,
 HR2528'ABOUT 2 MILES NORTHWEST OF THE DYER POST OFFICE, AND ABOUT 1/2
 HR2528'MILE EAST OF THE FOLWICK RANCH AND STORE.  THE MARK IS 9-1/2
 HR2528'FEET NORTH OF THE SOUTH SCHOOL YARD FENCE, 9-1/2 FEET NORTH
 HR2528'NORTHEAST OF A WHITE WITNESS POST, AND 20-1/2 FEET WEST OF THE
 HR2528'EAST SCHOOL YARD FENCE.  THE STATION MARK IS SET FLUSH WITH THE
 HR2528'SURROUNDING SURFACE AND IS STAMPED DYER 1950.
 HR2528'
 HR2528'REFERENCE MARK NUMBER 1, STAMPED DYER NO 1 1950, IS SET FLUSH
 HR2528'WITH THE SURROUNDING SURFACE, IN THE EAST SCHOOL YARD FENCE
 HR2528'LINE.
 HR2528'
 HR2528'REFERENCE MARK NUMBER 2, STAMPED DYER NO 2 1950, IS SET FLUSH
 HR2528'WITH THE SURROUNDING SURFACE, IN THE SOUTH SCHOOL YARD FENCE
 HR2528'LINE.
 HR2528'
 HR2528'THE AZIMUTH MARK, STAMPED DYER 1950, IS LOCATED AT THE INTERSECTION
 HR2528'OF THE FISH LAKE VALLEY ROAD AND THE DIRT ROAD LEADING TO THE
 HR2528'DYER SCHOOL.  IT IS ABOUT 0.2 MILE EAST OF THE FOLWICK RANCH,
 HR2528'44-1/2 FEET EAST OF THE CENTER OF THE FISH LAKE VALLEY ROAD,
 HR2528'13 FEET NORTH OF THE CENTER OF THE DIRT ROAD THAT LEADS TO THE
 HR2528'SCHOOL, 2-1/2 FEET EAST OF A WHITE WITNESS POST, AND 1 FOOT
 HR2528'SOUTH OF AN EAST WEST FENCE LINE.
 HR2528'
 HR2528'THE SOUTHEAST CORNER OF THE DYER SCHOOL CAN BE USED FOR A
 HR2528'PICTURE POINT.
 HR2528'
 HR2528'THE STATION CAN BE REACHED FROM THE DYER POST OFFICE BY GOING
 HR2528'WEST ON A DIRT ROAD FOR 0.9 MILE TO THE FISH LAKE VALLEY ROAD.
 HR2528'TURN RIGHT ON THE PAVED ROAD AND GO NORTHERLY FOR 2.3 MILES
 HR2528'TO A DIRT ROAD LEADING EASTERLY TO THE DYER SCHOOL AND THE
 HR2528'AZIMUTH MARK AT THE INTERSECTION.  TURN RIGHT, EASTERLY, AND
 HR2528'GO 0.3 MILE TO THE SCHOOL AND THE STATION.  A DRIVE STATION.
 HR2528
 HR2528                          STATION RECOVERY (1958)
 HR2528
 HR2528'RECOVERY NOTE BY US ENGINEERS 1958
 HR2528'STATION FOUND DESTROYED.  A THOROUGH SEARCH OF THE STATION SITE
 HR2528'REVEALED THAT THE STATION HAS BEEN DESTROYED BY EXCAVATION
 HR2528'IN THE SCHOOL YARD.
 HR2528'
 HR2528'REFERENCE MARK 2 HAS ALSO BEEN DESTROYED.
 HR2528'
 HR2528'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 HR2528'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8802 ***********************************************************************
 AI8802  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI8802  DESIGNATION -  DYER CORS ARP
 AI8802  CORS_ID     -  DYER
 AI8802  PID         -  AI8802
 AI8802  STATE/COUNTY-  NV/ESMERALDA
 AI8802  USGS QUAD   -  DYER (1994)
 AI8802
 AI8802                         *CURRENT SURVEY CONTROL
 AI8802  ___________________________________________________________________
 AI8802* NAD 83(CORS)-  37 44 34.07730(N)    118 02 21.55955(W)     ADJUSTED  
 AI8802* NAVD 88     -                                                        
 AI8802  ___________________________________________________________________
 AI8802  EPOCH DATE  -        2002.00
 AI8802  X           -  -2,374,431.892 (meters)                     COMP
 AI8802  Y           -  -4,458,272.842 (meters)                     COMP
 AI8802  Z           -   3,883,834.611 (meters)                     COMP
 AI8802  ELLIP HEIGHT-        1512.70  (meters)          (04/??/06) GPS OBS
 AI8802  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AI8802
 AI8802  HORZ ORDER  -  SPECIAL (CORS)
 AI8802  ELLP ORDER  -  SPECIAL (CORS)
 AI8802
 AI8802.ITRF positions are available for this station.
 AI8802.The coordinates were established by GPS observations
 AI8802.and adjusted by the National Geodetic Survey in April 2006..
 AI8802.The coordinates are valid at the epoch date displayed above.
 AI8802.The epoch date for horizontal control is a decimal equivalence
 AI8802.of Year/Month/Day.
 AI8802
 AI8802
 AI8802.The PID for the CORS L1 Phase Center is AI8803.
 AI8802
 AI8802.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI8802
 AI8802.The ellipsoidal height was determined by GPS observations
 AI8802.and is referenced to NAD 83.
 AI8802
 AI8802.The geoid height was determined by GEOID03.
 AI8802
 AI8802;                    North         East     Units Scale Factor Converg.
 AI8802;SPC NV W     - 4,332,198.054   847,943.631   MT  0.99992830   +0 19 58.8
 AI8802;SPC NV W     -14,213,219.78  2,781,961.73   sFT  0.99992830   +0 19 58.8
 AI8802
 AI8802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8802!SPC NV W     -   0.99976269  x   0.99992830  =   0.99969100
 AI8802
 AI8802                          SUPERSEDED SURVEY CONTROL
 AI8802
 AI8802  NAD 83(CORS)-  37 44 34.07703(N)    118 02 21.55964(W) AD(2002.00) c
 AI8802  NAD 83(CORS)-  37 44 34.07735(N)    118 02 21.55807(W) AD(1997.00) c
 AI8802  ELLIP H (12/??/00) 1512.71   (m)                       GP(1997.00) c c
 AI8802
 AI8802.Superseded values are not recommended for survey control.
 AI8802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8802.See file dsdata.txt to determine how the superseded data were derived.
 AI8802
 AI8802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB0843177787(NAD 83)
 AI8802_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI8802
 AI8802                          STATION DESCRIPTION
 AI8802
 AI8802'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 AI8802'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI8802'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8802'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8802'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8802'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8803 ***********************************************************************
 AI8803  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI8803  DESIGNATION -  DYER CORS L1 PHASE CENTER
 AI8803  CORS_ID     -  DYER
 AI8803  PID         -  AI8803
 AI8803  STATE/COUNTY-  NV/ESMERALDA
 AI8803  USGS QUAD   -  DYER (1994)
 AI8803
 AI8803                         *CURRENT SURVEY CONTROL
 AI8803  ___________________________________________________________________
 AI8803* NAD 83(CORS)-  37 44 34.07734(N)    118 02 21.55953(W)     ADJUSTED  
 AI8803* NAVD 88     -                                                        
 AI8803  ___________________________________________________________________
 AI8803  EPOCH DATE  -        2002.00
 AI8803  X           -  -2,374,431.932 (meters)                     COMP
 AI8803  Y           -  -4,458,272.918 (meters)                     COMP
 AI8803  Z           -   3,883,834.679 (meters)                     COMP
 AI8803  ELLIP HEIGHT-        1512.81  (meters)          (04/??/06) GPS OBS
 AI8803  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AI8803
 AI8803  HORZ ORDER  -  SPECIAL (CORS)
 AI8803  ELLP ORDER  -  SPECIAL (CORS)
 AI8803
 AI8803.ITRF positions are available for this station.
 AI8803.The coordinates were established by GPS observations
 AI8803.and adjusted by the National Geodetic Survey in April 2006..
 AI8803.The coordinates are valid at the epoch date displayed above.
 AI8803.The epoch date for horizontal control is a decimal equivalence
 AI8803.of Year/Month/Day.
 AI8803
 AI8803
 AI8803.The PID for the CORS ARP is AI8802.
 AI8803
 AI8803.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI8803
 AI8803.The ellipsoidal height was determined by GPS observations
 AI8803.and is referenced to NAD 83.
 AI8803
 AI8803.The geoid height was determined by GEOID03.
 AI8803
 AI8803;                    North         East     Units Scale Factor Converg.
 AI8803;SPC NV W     - 4,332,198.055   847,943.632   MT  0.99992830   +0 19 58.8
 AI8803;SPC NV W     -14,213,219.79  2,781,961.73   sFT  0.99992830   +0 19 58.8
 AI8803
 AI8803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8803!SPC NV W     -   0.99976267  x   0.99992830  =   0.99969099
 AI8803
 AI8803                          SUPERSEDED SURVEY CONTROL
 AI8803
 AI8803  NAD 83(CORS)-  37 44 34.07707(N)    118 02 21.55962(W) AD(2002.00) c
 AI8803  NAD 83(CORS)-  37 44 34.07739(N)    118 02 21.55805(W) AD(1997.00) c
 AI8803  ELLIP H (12/??/00) 1512.82   (m)                       GP(1997.00) c c
 AI8803
 AI8803.Superseded values are not recommended for survey control.
 AI8803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8803.See file dsdata.txt to determine how the superseded data were derived.
 AI8803
 AI8803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB0843177787(NAD 83)
 AI8803_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI8803
 AI8803                          STATION DESCRIPTION
 AI8803
 AI8803'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI8803'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI8803'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8803'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8803'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8803'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8804 ***********************************************************************
 AI8804  DESIGNATION -  DYER ECC REF DIMPLE
 AI8804  PID         -  AI8804
 AI8804  STATE/COUNTY-  NV/ESMERALDA
 AI8804  USGS QUAD   -  DYER (1994)
 AI8804
 AI8804                         *CURRENT SURVEY CONTROL
 AI8804  ___________________________________________________________________
 AI8804* NAD 83(CORS)-  37 44 34.07730(N)    118 02 21.55955(W)     ADJUSTED  
 AI8804* NAVD 88     -                                                        
 AI8804  ___________________________________________________________________
 AI8804  EPOCH DATE  -        2002.00
 AI8804  X           -  -2,374,431.840 (meters)                     COMP
 AI8804  Y           -  -4,458,272.744 (meters)                     COMP
 AI8804  Z           -   3,883,834.525 (meters)                     COMP
 AI8804  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AI8804  ELLIP HEIGHT-        1512.56  (meters)          (04/??/06) GPS OBS
 AI8804  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AI8804
 AI8804  HORZ ORDER  -  A
 AI8804  ELLP ORDER  -  FOURTH    CLASS I
 AI8804
 AI8804.ITRF positions are available for this station.
 AI8804.The horizontal coordinates were established by GPS observations
 AI8804.and adjusted by the National Geodetic Survey in April 2006..
 AI8804.The horizontal coordinates are valid at the epoch date displayed above.
 AI8804.The epoch date for horizontal control is a decimal equivalence
 AI8804.of Year/Month/Day.
 AI8804
 AI8804
 AI8804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8804
 AI8804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8804
 AI8804.The ellipsoidal height was determined by GPS observations
 AI8804.and is referenced to NAD 83.
 AI8804
 AI8804.The geoid height was determined by GEOID03.
 AI8804
 AI8804;                    North         East     Units Scale Factor Converg.
 AI8804;SPC NV W     - 4,332,198.054   847,943.631   MT  0.99992830   +0 19 58.8
 AI8804;SPC NV W     -14,213,219.78  2,781,961.73   sFT  0.99992830   +0 19 58.8
 AI8804;UTM  11      - 4,177,787.089   408,431.252   MT  0.99970327   -0 38 10.4
 AI8804
 AI8804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8804!SPC NV W     -   0.99976271  x   0.99992830  =   0.99969102
 AI8804!UTM  11      -   0.99976271  x   0.99970327  =   0.99946605
 AI8804
 AI8804                          SUPERSEDED SURVEY CONTROL
 AI8804
 AI8804  NAD 83(CORS)-  37 44 34.07703(N)    118 02 21.55964(W) AD(2002.00) A
 AI8804  NAD 83(CORS)-  37 44 34.07735(N)    118 02 21.55807(W) AD(1997.00) A
 AI8804  ELLIP H (12/??/00) 1512.57   (m)                       GP(1997.00) 4 1
 AI8804
 AI8804.Superseded values are not recommended for survey control.
 AI8804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8804.See file dsdata.txt to determine how the superseded data were derived.
 AI8804
 AI8804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB0843177787(NAD 83)
 AI8804_STAMPING: NONE
 AI8804'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'DYER'
 AI8804'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AI8804'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8804'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8804'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8804'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AI8804'
 AI8804' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0414 ***********************************************************************
 KR0414  DESIGNATION -  DYKE
 KR0414  PID         -  KR0414
 KR0414  STATE/COUNTY-  NV/CHURCHILL
 KR0414  USGS QUAD   -  OCALA (1986)
 KR0414
 KR0414                         *CURRENT SURVEY CONTROL
 KR0414  ___________________________________________________________________
 KR0414* NAD 83(1994)-  39 56 18.18406(N)    118 42 05.84279(W)     ADJUSTED  
 KR0414* NAVD 88     -      1221.08   (+/-2cm)    4006.2    (feet)  VERTCON   
 KR0414  ___________________________________________________________________
 KR0414  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 KR0414  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 KR0414
 KR0414  HORZ ORDER  -  SECOND
 KR0414  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0414
 KR0414.The horizontal coordinates were established by classical geodetic methods
 KR0414.and adjusted by the National Geodetic Survey in June 1998..
 KR0414
 KR0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0414.The vertical order pertains to the NGVD 29 superseded value.
 KR0414
 KR0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0414
 KR0414.The geoid height was determined by GEOID03.
 KR0414
 KR0414;                    North         East     Units Scale Factor Converg.
 KR0414;SPC NV W     - 4,575,778.395   789,890.726   MT  0.99990126   -0 04 33.4
 KR0414;SPC NV W     -15,012,366.28  2,591,499.82   sFT  0.99990126   -0 04 33.4
 KR0414;UTM  11      - 4,422,304.677   354,615.701   MT  0.99986021   -1 05 33.3
 KR0414
 KR0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0414!SPC NV W     -   0.99981217  x   0.99990126  =   0.99971345
 KR0414!UTM  11      -   0.99981217  x   0.99986021  =   0.99967240
 KR0414
 KR0414|---------------------------------------------------------------------|
 KR0414| PID    Reference Object                     Distance      Geod. Az  |
 KR0414|                                                           dddmmss.s |
 KR0414| KR0412 DYKE RM 1                             6.152 METERS 00258     |
 KR0414| LS0606 TOULON DERRICK                      APPROX.14.6 KM 0193504.8 |
 KR0414| DA9027 DYKE AZ MK                                         2200113.7 |
 KR0414| KR0413 DYKE RM 2                             5.979 METERS 28647     |
 KR0414| KR1542 MIRIAM                              APPROX. 7.7 KM 3322748.7 |
 KR0414|---------------------------------------------------------------------|
 KR0414
 KR0414                          SUPERSEDED SURVEY CONTROL
 KR0414
 KR0414  NAD 83(1986)-  39 56 18.19092(N)    118 42 05.83689(W) AD(       ) 2
 KR0414  NAD 27      -  39 56 18.51100(N)    118 42 02.28900(W) AD(       ) 2
 KR0414  NGVD 29 (??/??/92) 1220.184  (m)         4003.22   (f) ADJ UNCH    1 2
 KR0414
 KR0414.Superseded values are not recommended for survey control.
 KR0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0414.See file dsdata.txt to determine how the superseded data were derived.
 KR0414
 KR0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE5461622305(NAD 83)
 KR0414_MARKER: DS = TRIANGULATION STATION DISK
 KR0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0414_STAMPING: DYKE 1935
 KR0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0414+STABILITY: SURFACE MOTION
 KR0414
 KR0414  HISTORY     - Date     Condition        Report By
 KR0414  HISTORY     - 1935     MONUMENTED       CGS
 KR0414  HISTORY     - 1935     GOOD             CGS
 KR0414  HISTORY     - 1950     GOOD             USGS
 KR0414  HISTORY     - 1953     GOOD             CGS
 KR0414  HISTORY     - 1953     GOOD             NGS
 KR0414  HISTORY     - 1957     GOOD             CGS
 KR0414
 KR0414                          STATION DESCRIPTION
 KR0414
 KR0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 KR0414'STATION IS ABOUT 4 MILES, AIRLINE, N OF SW END OF HUMBOLDT
 KR0414'RANGE, ABOUT 1.5 MILES S OF MIRIAM ON SOUTHERN PACIFIC RAILROAD
 KR0414'ATOP A PROMINENT GRAVEL PILE 56.3 FEET W OF RAILROAD FENCE
 KR0414'LINE, AT A POINT WHERE RAILROAD ENTERS A 60-FOOT CUT.  75
 KR0414'YARDS SE OF ROAD RUNNING DOWN W SIDE OF TRACKS, AT POINT
 KR0414'WHERE ROAD DROPS S INTO FLATS ABOUT 1.5 MILES SE OF U.S.
 KR0414'HIGHWAY 40.
 KR0414'
 KR0414'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KR0414'BRONZE DISKS SET IN CONCRETE.
 KR0414'
 KR0414'REACHED FROM LOVELOCK BY TAKING U.S. HIGHWAY 40 S FOR 12.4
 KR0414'MILES TO OLD PLANT AT TOULON SIDING.  CONTINUE S ON HIGHWAY 7.5
 KR0414'MILES TO TOP OF GRADE AND CRUDE SIGN ON LEFT OCALA, TURN LEFT
 KR0414'OFF HIGHWAY AND FOLLOW ROAD S TOWARD OCALA 1.7 MILES.  TURN LEFT
 KR0414'OFF ROAD AND GO 75 YARDS TO STATION.
 KR0414'
 KR0414'AZIMUTH MARK LIES 0.6 MILE S OF STATION IN BLOCK SIGNAL NO.
 KR0414'3218 ON E SIDE OF TRACKS, - AN AZIMUTH TABLET IN CONCRETE BASE.
 KR0414
 KR0414                          STATION RECOVERY (1935)
 KR0414
 KR0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KR0414'ALL MARKS IN GOOD CONDITION.
 KR0414'
 KR0414'STATION MARK--STANDARD BRONZE DISK SET IN CONCRETE.
 KR0414
 KR0414                          STATION RECOVERY (1950)
 KR0414
 KR0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KR0414'RECOVERED AS DESCRIBED BY NGS IN 1935 IN DESCRIPTION LIST 39 118
 KR0414'4, STATION 1005.  ALL MARKS IN GOOD CONDITION.
 KR0414
 KR0414                          STATION RECOVERY (1953)
 KR0414
 KR0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFW)
 KR0414'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 KR0414'AS DESCRIBED ON LITHO LIST HAWTHORNE, NEVADA TO CRANE, OREGON.
 KR0414'THE AZIMUTH MARK HAS BEEN DESTROYED.  BLOCK SIGNAL 3218
 KR0414'FOUNDATION IS STILL IN PLACE BUT THE PORTION CONTAINING THE
 KR0414'MARK HAS BEEN BROKEN OFF.
 KR0414
 KR0414                          STATION RECOVERY (1953)
 KR0414
 KR0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 KR0414'5.8 MI S FROM TOY.
 KR0414'5.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0414'SIDING SIGN AT TOY, ON THE TOP OF A GRAVEL PILE ON THE WEST BANK OF A
 KR0414'60-FOOT-HIGH CUT BANK, 14 POLES SOUTHWEST OF MILEPOLE 323, ABOUT 50
 KR0414'YARDS NORTHWEST OF THE TRACKS, 101 FEET WEST OF A TELEGRAPH POLE, 54.2
 KR0414'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 19.7 FEET EAST-SOUTHEAST OF
 KR0414'DYKE R. M. 2, 20.2 FEET SOUTH OF DYKE R. M. 1, 6.4 FEET NORTH OF A
 KR0414'WITNESS POST, ABOUT 60 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP
 KR0414'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 KR0414
 KR0414                          STATION RECOVERY (1957)
 KR0414
 KR0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 KR0414'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN
 KR0414'GOOD CONDITION.  THE AZIMUTH MARK, AS NOTED IN THE 1944
 KR0414'RECOVERY NOTE, HAS BEEN DESTROYED.  THE ORIGINAL DESCRIPTION
 KR0414'IS ADEQUATE.  NEW DIRECTIONS FOR REACHING THE STATION FOLLOW--
 KR0414'
 KR0414'TO REACH FROM THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 40
 KR0414'IN LOVELOCK, GO SOUTHWEST ON U.S. HIGHWAY 40 FOR 16.0 MILES
 KR0414'TO TOY RAILROAD STATION ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 KR0414'(SOUTHWEST) ON THE HIGHWAY FOR 4.3 MILES TO A TRACK SIDE ROAD
 KR0414'LEFT JUST BEFORE REACHING THE SUMMIT OF A HILL.  TURN LEFT
 KR0414'AND FOLLOW TRACK ROAD SOUTHERLY FOR 1.1 MILES TO A CROSS
 KR0414'ROAD.  CONTINUE STRAIGHT AHEAD (SOUTH) AND GO 0.6 MILE TO
 KR0414'STATION AT TOP OF PROMINENT GRAVEL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0412 ***********************************************************************
 KR0412  DESIGNATION -  DYKE RM 1
 KR0412  PID         -  KR0412
 KR0412  STATE/COUNTY-  NV/CHURCHILL
 KR0412  USGS QUAD   -  OCALA (1986)
 KR0412
 KR0412                         *CURRENT SURVEY CONTROL
 KR0412  ___________________________________________________________________
 KR0412* NAD 83(1994)-  39 56 18.38327(N)    118 42 05.82938(W)     ADJUSTED  
 KR0412* NAVD 88     -      1220.89   (+/-2cm)    4005.5    (feet)  VERTCON   
 KR0412  ___________________________________________________________________
 KR0412  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 KR0412  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 KR0412
 KR0412  HORZ ORDER  -  THIRD
 KR0412  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0412
 KR0412.The horizontal coordinates were established by classical geodetic methods
 KR0412.and adjusted by the National Geodetic Survey in June 1998..
 KR0412.No horizontal observational check was made to the station.
 KR0412
 KR0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0412.The vertical order pertains to the NGVD 29 superseded value.
 KR0412
 KR0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0412
 KR0412.The geoid height was determined by GEOID03.
 KR0412
 KR0412;                    North         East     Units Scale Factor Converg.
 KR0412;SPC NV W     - 4,575,784.538   789,891.052   MT  0.99990126   -0 04 33.4
 KR0412;SPC NV W     -15,012,386.44  2,591,500.89   sFT  0.99990126   -0 04 33.4
 KR0412;UTM  11      - 4,422,310.814   354,616.137   MT  0.99986021   -1 05 33.3
 KR0412
 KR0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0412!SPC NV W     -   0.99981220  x   0.99990126  =   0.99971348
 KR0412!UTM  11      -   0.99981220  x   0.99986021  =   0.99967243
 KR0412
 KR0412                          SUPERSEDED SURVEY CONTROL
 KR0412
 KR0412  NAD 83(1986)-  39 56 18.39014(N)    118 42 05.82336(W) AD(       ) 3
 KR0412  NGVD 29 (??/??/92) 1219.994  (m)         4002.60   (f) ADJ UNCH    1 2
 KR0412
 KR0412.Superseded values are not recommended for survey control.
 KR0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0412.See file dsdata.txt to determine how the superseded data were derived.
 KR0412
 KR0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE5461622311(NAD 83)
 KR0412_MARKER: DR = REFERENCE MARK DISK
 KR0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0412_STAMPING: DYKE NO 1 1935
 KR0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0412+STABILITY: SURFACE MOTION
 KR0412
 KR0412  HISTORY     - Date     Condition        Report By
 KR0412  HISTORY     - 1935     MONUMENTED       CGS
 KR0412  HISTORY     - 1953     GOOD             NGS
 KR0412
 KR0412                          STATION DESCRIPTION
 KR0412
 KR0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0412'5.8 MI S FROM TOY.
 KR0412'5.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0412'SIDING SIGN AT TOY, ON THE TOP OF A GRAVEL PILE, ON THE TOP OF A
 KR0412'60-FOOT-HIGH CUT BANK, ABOUT 50 YARDS WEST OF THE TRACKS, 14 POLES
 KR0412'SOUTHWEST OF MILEPOLE 323, 105.7 FEET WEST OF A TELEGRAPH POLE, 67.3
 KR0412'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 20.2 FEET NORTH OF
 KR0412'TRIANGULATION STATION DYKE, 24.6 FEET NORTHEAST OF DYKE R. M. 2, 2.4
 KR0412'FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 KR0412'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0413 ***********************************************************************
 KR0413  DESIGNATION -  DYKE RM 2
 KR0413  PID         -  KR0413
 KR0413  STATE/COUNTY-  NV/CHURCHILL
 KR0413  USGS QUAD   -  OCALA (1986)
 KR0413
 KR0413                         *CURRENT SURVEY CONTROL
 KR0413  ___________________________________________________________________
 KR0413* NAD 83(1994)-  39 56 18.24002(N)    118 42 06.08389(W)     ADJUSTED  
 KR0413* NAVD 88     -      1220.82   (+/-2cm)    4005.3    (feet)  VERTCON   
 KR0413  ___________________________________________________________________
 KR0413  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 KR0413  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 KR0413
 KR0413  HORZ ORDER  -  THIRD
 KR0413  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0413
 KR0413.The horizontal coordinates were established by classical geodetic methods
 KR0413.and adjusted by the National Geodetic Survey in June 1998..
 KR0413.No horizontal observational check was made to the station.
 KR0413
 KR0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0413.The vertical order pertains to the NGVD 29 superseded value.
 KR0413
 KR0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0413
 KR0413.The geoid height was determined by GEOID03.
 KR0413
 KR0413;                    North         East     Units Scale Factor Converg.
 KR0413;SPC NV W     - 4,575,780.128   789,885.005   MT  0.99990126   -0 04 33.5
 KR0413;SPC NV W     -15,012,371.97  2,591,481.05   sFT  0.99990126   -0 04 33.5
 KR0413;UTM  11      - 4,422,306.512   354,610.012   MT  0.99986023   -1 05 33.4
 KR0413
 KR0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0413!SPC NV W     -   0.99981221  x   0.99990126  =   0.99971349
 KR0413!UTM  11      -   0.99981221  x   0.99986023  =   0.99967247
 KR0413
 KR0413                          SUPERSEDED SURVEY CONTROL
 KR0413
 KR0413  NAD 83(1986)-  39 56 18.24701(N)    118 42 06.07795(W) AD(       ) 3
 KR0413  NGVD 29 (??/??/92) 1219.926  (m)         4002.37   (f) ADJ UNCH    1 2
 KR0413
 KR0413.Superseded values are not recommended for survey control.
 KR0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0413.See file dsdata.txt to determine how the superseded data were derived.
 KR0413
 KR0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE5461022307(NAD 83)
 KR0413_MARKER: DR = REFERENCE MARK DISK
 KR0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0413_STAMPING: DYKE NO 2 1935
 KR0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0413+STABILITY: SURFACE MOTION
 KR0413
 KR0413  HISTORY     - Date     Condition        Report By
 KR0413  HISTORY     - 1935     MONUMENTED       CGS
 KR0413  HISTORY     - 1953     GOOD             NGS
 KR0413
 KR0413                          STATION DESCRIPTION
 KR0413
 KR0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0413'5.8 MI S FROM TOY.
 KR0413'5.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0413'SIDING SIGN AT TOY, ON THE TOP OF A GRAVEL PILE, ON THE TOP OF A
 KR0413'60-FOOT-HIGH CUT BANK, 14 POLES SOUTHWEST OF MILEPOLE 323, ABOUT 50
 KR0413'YARDS NORTHWEST OF THE TRACKS, 121 FEET WEST OF A TELEGRAPH POLE, 71.9
 KR0413'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 24.6 FEET SOUTHWEST OF DYKE
 KR0413'R. M. 1, 19.7 FEET WEST-SOUTHWEST OF TRIANGULATION STATION DYKE, 2.1
 KR0413'FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 KR0413'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0986 ***********************************************************************
 KR0986  DESIGNATION -  E 10
 KR0986  PID         -  KR0986
 KR0986  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0986  USGS QUAD   -  CARSON CITY (1994)
 KR0986
 KR0986                         *CURRENT SURVEY CONTROL
 KR0986  ___________________________________________________________________
 KR0986* NAD 83(1986)-  39 09 58.     (N)    119 45 59.     (W)     SCALED    
 KR0986* NAVD 88     -      1429.61   (+/-2cm)    4690.3    (feet)  VERTCON   
 KR0986  ___________________________________________________________________
 KR0986  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 KR0986
 KR0986  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0986
 KR0986.The horizontal coordinates were scaled from a topographic map and have
 KR0986.an estimated accuracy of +/- 6 seconds.
 KR0986
 KR0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0986.The vertical order pertains to the NGVD 29 superseded value.
 KR0986
 KR0986.The geoid height was determined by GEOID03.
 KR0986
 KR0986;                    North         East    Units  Estimated Accuracy
 KR0986;SPC NV W     - 4,490,700.      697,770.      MT  (+/- 180 meters Scaled)
 KR0986
 KR0986                          SUPERSEDED SURVEY CONTROL
 KR0986
 KR0986  NGVD 29 (??/??/92) 1428.485  (m)         4686.62   (f) ADJ UNCH    1 2
 KR0986
 KR0986.Superseded values are not recommended for survey control.
 KR0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0986.See file dsdata.txt to determine how the superseded data were derived.
 KR0986
 KR0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD609388(NAD 83)
 KR0986_MARKER: DB = BENCH MARK DISK
 KR0986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0986_SP_SET: BUILDING
 KR0986_STAMPING: E 10 1915 4686.608
 KR0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KR0986+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2003
 KR0986
 KR0986  HISTORY     - Date     Condition        Report By
 KR0986  HISTORY     - 1915     MONUMENTED       CGS
 KR0986  HISTORY     - 1953     GOOD             NGS
 KR0986  HISTORY     - 20031214 GOOD             NGS
 KR0986
 KR0986                          STATION DESCRIPTION
 KR0986
 KR0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0986'IN CARSON CITY.
 KR0986'AT CARSON CITY, AT THE POST OFFICE BUILDING, SET VERTICALLY IN THE
 KR0986'WEST BRICK WALL, AT THE MAIN ENTRANCE, 16.4 FEET NORTH OF THE CENTER
 KR0986'OF THE MAIN ENTRANCE, AND 0.7 FOOT HIGHER THAN THE GRANITE BALUSTRADE.
 KR0986
 KR0986                          STATION RECOVERY (2003)
 KR0986
 KR0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KR0986'FORMER FEDERAL BUILDING IS NOW THE PAUL LAXALT STATE BLDG., HOUSING
 KR0986'THE NEVADA COMMISSION ON TOURISM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0583 ***********************************************************************
 LR0583  DESIGNATION -  E 101
 LR0583  PID         -  LR0583
 LR0583  STATE/COUNTY-  NV/PERSHING
 LR0583  USGS QUAD   -  PANTHER CANYON (1990)
 LR0583
 LR0583                         *CURRENT SURVEY CONTROL
 LR0583  ___________________________________________________________________
 LR0583* NAD 83(1986)-  40 32 11.     (N)    117 37 01.     (W)     SCALED    
 LR0583* NAVD 88     -      1451.937  (meters)    4763.56   (feet)  ADJUSTED  
 LR0583  ___________________________________________________________________
 LR0583  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 LR0583  DYNAMIC HT  -        1450.734 (meters)    4759.62  (feet)  COMP
 LR0583  MODELED GRAV-     979,745.7   (mgal)                       NAVD 88
 LR0583
 LR0583  VERT ORDER  -  SECOND    CLASS 0
 LR0583
 LR0583.The horizontal coordinates were scaled from a topographic map and have
 LR0583.an estimated accuracy of +/- 6 seconds.
 LR0583
 LR0583.The orthometric height was determined by differential leveling
 LR0583.and adjusted by the National Geodetic Survey in June 1991..
 LR0583
 LR0583.The geoid height was determined by GEOID03.
 LR0583
 LR0583.The dynamic height is computed by dividing the NAVD 88
 LR0583.geopotential number by the normal gravity value computed on the
 LR0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0583.degrees latitude (g = 980.6199 gals.).
 LR0583
 LR0583.The modeled gravity was interpolated from observed gravity values.
 LR0583
 LR0583;                    North         East    Units  Estimated Accuracy
 LR0583;SPC NV W     - 4,642,620.      881,870.      MT  (+/- 180 meters Scaled)
 LR0583
 LR0583                          SUPERSEDED SURVEY CONTROL
 LR0583
 LR0583  NGVD 29 (??/??/92) 1450.842  (m)         4759.97   (f) ADJ UNCH    2 0
 LR0583
 LR0583.Superseded values are not recommended for survey control.
 LR0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0583.See file dsdata.txt to determine how the superseded data were derived.
 LR0583
 LR0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME477874(NAD 83)
 LR0583_MARKER: DB = BENCH MARK DISK
 LR0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0583_STAMPING: E 101 1958
 LR0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0583+STABILITY: SURFACE MOTION
 LR0583
 LR0583  HISTORY     - Date     Condition        Report By
 LR0583  HISTORY     - 1958     MONUMENTED       CGS
 LR0583
 LR0583                          STATION DESCRIPTION
 LR0583
 LR0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0583'4.95 MI SE FROM LEACH HOT SPRINGS.
 LR0583'4.95 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, 39
 LR0583'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTHEAST OF
 LR0583'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LR0583'CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0461 ***********************************************************************
 LR0461  DESIGNATION -  E 102
 LR0461  PID         -  LR0461
 LR0461  STATE/COUNTY-  NV/PERSHING
 LR0461  USGS QUAD   -  SOU HILLS (1990)
 LR0461
 LR0461                         *CURRENT SURVEY CONTROL
 LR0461  ___________________________________________________________________
 LR0461* NAD 83(1986)-  40 12 43.     (N)    117 41 14.     (W)     SCALED    
 LR0461* NAVD 88     -      1253.309  (meters)    4111.90   (feet)  ADJUSTED  
 LR0461  ___________________________________________________________________
 LR0461  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 LR0461  DYNAMIC HT  -        1252.305 (meters)    4108.60  (feet)  COMP
 LR0461  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 LR0461
 LR0461  VERT ORDER  -  SECOND    CLASS 0
 LR0461
 LR0461.The horizontal coordinates were scaled from a topographic map and have
 LR0461.an estimated accuracy of +/- 6 seconds.
 LR0461
 LR0461.The orthometric height was determined by differential leveling
 LR0461.and adjusted by the National Geodetic Survey in June 1991..
 LR0461
 LR0461.The geoid height was determined by GEOID03.
 LR0461
 LR0461.The dynamic height is computed by dividing the NAVD 88
 LR0461.geopotential number by the normal gravity value computed on the
 LR0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0461.degrees latitude (g = 980.6199 gals.).
 LR0461
 LR0461.The modeled gravity was interpolated from observed gravity values.
 LR0461
 LR0461;                    North         East    Units  Estimated Accuracy
 LR0461;SPC NV W     - 4,606,530.      876,280.      MT  (+/- 180 meters Scaled)
 LR0461
 LR0461                          SUPERSEDED SURVEY CONTROL
 LR0461
 LR0461  NGVD 29 (??/??/92) 1252.315  (m)         4108.64   (f) ADJ UNCH    2 0
 LR0461
 LR0461.Superseded values are not recommended for survey control.
 LR0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0461.See file dsdata.txt to determine how the superseded data were derived.
 LR0461
 LR0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME415515(NAD 83)
 LR0461_MARKER: DB = BENCH MARK DISK
 LR0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0461_STAMPING: E 102 1958
 LR0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0461+STABILITY: SURFACE MOTION
 LR0461
 LR0461  HISTORY     - Date     Condition        Report By
 LR0461  HISTORY     - 1958     MONUMENTED       CGS
 LR0461
 LR0461                          STATION DESCRIPTION
 LR0461
 LR0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0461'0.95 MI S FROM PARIS RANCH.
 LR0461'0.95 MILE SOUTH ALONG A GRAVEL ROAD FROM PARIS RANCH, ON THE INSIDE OF
 LR0461'A CURVE, 0.35 MILE SOUTH OF THE Y JUNCTION OF A DIRT ROAD LEADING
 LR0461'SOUTHWEST TO LOVELOCK, AT A POINT WHERE THE ROAD CROSSES THE POINT OF
 LR0461'A LOW HILL, 24 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET
 LR0461'NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN
 LR0461'THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0066 ***********************************************************************
 KR0066  DESIGNATION -  E 103
 KR0066  PID         -  KR0066
 KR0066  STATE/COUNTY-  NV/CHURCHILL
 KR0066  USGS QUAD   -  I X L CANYON (1980)
 KR0066
 KR0066                         *CURRENT SURVEY CONTROL
 KR0066  ___________________________________________________________________
 KR0066* NAD 83(1986)-  39 43 47.     (N)    118 07 49.     (W)     SCALED    
 KR0066* NAVD 88     -      1053.556  (meters)    3456.54   (feet)  ADJUSTED  
 KR0066  ___________________________________________________________________
 KR0066  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 KR0066  DYNAMIC HT  -        1052.683 (meters)    3453.68  (feet)  COMP
 KR0066  MODELED GRAV-     979,762.6   (mgal)                       NAVD 88
 KR0066
 KR0066  VERT ORDER  -  SECOND    CLASS 0
 KR0066
 KR0066.The horizontal coordinates were scaled from a topographic map and have
 KR0066.an estimated accuracy of +/- 6 seconds.
 KR0066
 KR0066.The orthometric height was determined by differential leveling
 KR0066.and adjusted by the National Geodetic Survey in June 1991..
 KR0066
 KR0066.The geoid height was determined by GEOID03.
 KR0066
 KR0066.The dynamic height is computed by dividing the NAVD 88
 KR0066.geopotential number by the normal gravity value computed on the
 KR0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0066.degrees latitude (g = 980.6199 gals.).
 KR0066
 KR0066.The modeled gravity was interpolated from observed gravity values.
 KR0066
 KR0066;                    North         East    Units  Estimated Accuracy
 KR0066;SPC NV W     - 4,552,700.      838,840.      MT  (+/- 180 meters Scaled)
 KR0066
 KR0066                          SUPERSEDED SURVEY CONTROL
 KR0066
 KR0066  NGVD 29 (??/??/92) 1052.608  (m)         3453.43   (f) ADJ UNCH    2 0
 KR0066
 KR0066.Superseded values are not recommended for survey control.
 KR0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0066.See file dsdata.txt to determine how the superseded data were derived.
 KR0066
 KR0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD031983(NAD 83)
 KR0066_MARKER: DB = BENCH MARK DISK
 KR0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0066_STAMPING: E 103 1958
 KR0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0066+STABILITY: SURFACE MOTION
 KR0066
 KR0066  HISTORY     - Date     Condition        Report By
 KR0066  HISTORY     - 1958     MONUMENTED       CGS
 KR0066
 KR0066                          STATION DESCRIPTION
 KR0066
 KR0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0066'5.4 MI NW FROM DIXIE VALLEY.
 KR0066'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE DIXIE SCHOOL AT DIXIE
 KR0066'VALLEY, THENCE 3.9 MILES NORTH ALONG A DIRT ROAD, ON THE OUTSIDE OF A
 KR0066'CURVE SOUTH-SOUTHWEST AND NORTH, 26 FEET EAST OF THE CENTER LINE OF
 KR0066'THE ROAD, 1.7 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 KR0066'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 KR0066'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0056 ***********************************************************************
 KR0056  DESIGNATION -  E 104
 KR0056  PID         -  KR0056
 KR0056  STATE/COUNTY-  NV/CHURCHILL
 KR0056  USGS QUAD   -  DIXIE HOT SPRINGS (1990)
 KR0056
 KR0056                         *CURRENT SURVEY CONTROL
 KR0056  ___________________________________________________________________
 KR0056* NAD 83(1986)-  39 50 09.     (N)    118 01 14.     (W)     SCALED    
 KR0056* NAVD 88     -      1038.363  (meters)    3406.70   (feet)  ADJUSTED  
 KR0056  ___________________________________________________________________
 KR0056  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 KR0056  DYNAMIC HT  -        1037.527 (meters)    3403.95  (feet)  COMP
 KR0056  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 KR0056
 KR0056  VERT ORDER  -  SECOND    CLASS 0
 KR0056
 KR0056.The horizontal coordinates were scaled from a topographic map and have
 KR0056.an estimated accuracy of +/- 6 seconds.
 KR0056
 KR0056.The orthometric height was determined by differential leveling
 KR0056.and adjusted by the National Geodetic Survey in June 1991..
 KR0056
 KR0056.The geoid height was determined by GEOID03.
 KR0056
 KR0056.The dynamic height is computed by dividing the NAVD 88
 KR0056.geopotential number by the normal gravity value computed on the
 KR0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0056.degrees latitude (g = 980.6199 gals.).
 KR0056
 KR0056.The modeled gravity was interpolated from observed gravity values.
 KR0056
 KR0056;                    North         East    Units  Estimated Accuracy
 KR0056;SPC NV W     - 4,564,540.      848,170.      MT  (+/- 180 meters Scaled)
 KR0056
 KR0056                          SUPERSEDED SURVEY CONTROL
 KR0056
 KR0056  NGVD 29 (??/??/92) 1037.430  (m)         3403.63   (f) ADJ UNCH    2 0
 KR0056
 KR0056.Superseded values are not recommended for survey control.
 KR0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0056.See file dsdata.txt to determine how the superseded data were derived.
 KR0056
 KR0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME126100(NAD 83)
 KR0056_MARKER: DB = BENCH MARK DISK
 KR0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0056_STAMPING: E 104 1958
 KR0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0056+STABILITY: SURFACE MOTION
 KR0056
 KR0056  HISTORY     - Date     Condition        Report By
 KR0056  HISTORY     - 1958     MONUMENTED       CGS
 KR0056
 KR0056                          STATION DESCRIPTION
 KR0056
 KR0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0056'13.6 MI SW FROM BOYER RANCH.
 KR0056'13.6 MILES SOUTHWEST ALONG A DIRT ROAD FROM BOYER RANCH, ON THE INSIDE
 KR0056'AND NEAR THE SOUTH END OF A CURVE SOUTH AND NORTH-NORTHWEST, 34 FEET
 KR0056'WEST OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A WITNESS POST,
 KR0056'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 KR0056'POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0213 ***********************************************************************
 LS0213  DESIGNATION -  E 105
 LS0213  PID         -  LS0213
 LS0213  STATE/COUNTY-  NV/PERSHING
 LS0213  USGS QUAD   -  BUENA VISTA HILLS NORTH (1987)
 LS0213
 LS0213                         *CURRENT SURVEY CONTROL
 LS0213  ___________________________________________________________________
 LS0213* NAD 83(1986)-  40 06 07.     (N)    118 09 49.     (W)     SCALED    
 LS0213* NAVD 88     -      1288.263  (meters)    4226.58   (feet)  ADJUSTED  
 LS0213  ___________________________________________________________________
 LS0213  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 LS0213  DYNAMIC HT  -        1287.229 (meters)    4223.18  (feet)  COMP
 LS0213  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 LS0213
 LS0213  VERT ORDER  -  SECOND    CLASS 0
 LS0213
 LS0213.The horizontal coordinates were scaled from a topographic map and have
 LS0213.an estimated accuracy of +/- 6 seconds.
 LS0213
 LS0213.The orthometric height was determined by differential leveling
 LS0213.and adjusted by the National Geodetic Survey in June 1991..
 LS0213
 LS0213.The geoid height was determined by GEOID03.
 LS0213
 LS0213.The dynamic height is computed by dividing the NAVD 88
 LS0213.geopotential number by the normal gravity value computed on the
 LS0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0213.degrees latitude (g = 980.6199 gals.).
 LS0213
 LS0213.The modeled gravity was interpolated from observed gravity values.
 LS0213
 LS0213;                    North         East    Units  Estimated Accuracy
 LS0213;SPC NV W     - 4,594,020.      835,790.      MT  (+/- 180 meters Scaled)
 LS0213
 LS0213                          SUPERSEDED SURVEY CONTROL
 LS0213
 LS0213  NGVD 29 (??/??/92) 1287.295  (m)         4223.40   (f) ADJ UNCH    2 0
 LS0213
 LS0213.Superseded values are not recommended for survey control.
 LS0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0213.See file dsdata.txt to determine how the superseded data were derived.
 LS0213
 LS0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME008397(NAD 83)
 LS0213_MARKER: DB = BENCH MARK DISK
 LS0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0213_STAMPING: E 105 1958
 LS0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0213+STABILITY: SURFACE MOTION
 LS0213
 LS0213  HISTORY     - Date     Condition        Report By
 LS0213  HISTORY     - 1958     MONUMENTED       CGS
 LS0213  HISTORY     - 1982     GOOD             USGS
 LS0213
 LS0213                          STATION DESCRIPTION
 LS0213
 LS0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LS0213'25.05 MI SE FROM LOVELOCK.
 LS0213'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0213'STREET AT LOVELOCK, THENCE 17.75 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 LS0213'THENCE 1.05 MILE NORTH ALONG A GRAVEL ROAD.  IN R34E T26N S21, 56 FEET
 LS0213'NORTHEAST OF THE CENTER OF THE T JUNCTION OF A GRAVEL ROAD, IN LINE
 LS0213'WITH A ROW OF POWER POLES, 40 FEET NORTH OF THE CENTER LINE OF THE
 LS0213'EAST-WEST GRAVEL ROAD, 36 FEET EAST OF THE CENTER LINE OF THE
 LS0213'NORTHSOUTH GRAVEL ROAD, 125 FEET WEST OF THE SECOND POWER POLE EAST OF
 LS0213'THE TRANSFORMER POLE, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT 2 1/2
 LS0213'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LS0213'PROJECTING 1/2 FOOT ABOVE THE GROUND.
 LS0213
 LS0213                          STATION RECOVERY (1982)
 LS0213
 LS0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LS0213'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0213'ST. AT LOVELOCK, 6.8 MILES NORTHEAST ALONG BUSINESS I-80 FROM THE
 LS0213'JUNCTION OF MAIN STREET AT LOVERLOCK, THENCE 13.9 MILES EAST AONG
 LS0213'STATE HIGHWAY 857 TOWARD COAL CANYON TO RD, SOUTHEAST THENCE 2.85
 LS0213'MILES SOUTHEAST ALONG GRADED DIRT ROAD TO X-RDS., THENCE 0.5 MILE
 LS0213'NORT ALONG GRADED DIRT ROAD. TO X-RDS., THENCE 0.45 MILE NORTHWEST
 LS0213'ALONG A DIRT ROAD TO X-RDS, IN S 21, T 26 N, R 34E, 37 FEET NORTH OF
 LS0213'X-RDS., IN LINE WITH A ROW OF POWER POLES, 37 FEET EAST OF N-S RD.,
 LS0213'40 FEET NORTH OF THE CENTERLINE OF THE E-W ROAD., SET IN THE TOP OF A
 LS0213'CONCRETE POST AND STAMPED 'E 105 1958.'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0597 ***********************************************************************
 LR0597  DESIGNATION -  E 106
 LR0597  PID         -  LR0597
 LR0597  STATE/COUNTY-  NV/PERSHING
 LR0597  USGS QUAD   -  PANTHER CANYON (1990)
 LR0597
 LR0597                         *CURRENT SURVEY CONTROL
 LR0597  ___________________________________________________________________
 LR0597* NAD 83(1986)-  40 37 08.     (N)    117 31 05.     (W)     SCALED    
 LR0597* NAVD 88     -      1585.125  (meters)    5200.53   (feet)  ADJUSTED  
 LR0597  ___________________________________________________________________
 LR0597  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 LR0597  DYNAMIC HT  -        1583.803 (meters)    5196.19  (feet)  COMP
 LR0597  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 LR0597
 LR0597  VERT ORDER  -  SECOND    CLASS 0
 LR0597
 LR0597.The horizontal coordinates were scaled from a topographic map and have
 LR0597.an estimated accuracy of +/- 6 seconds.
 LR0597
 LR0597.The orthometric height was determined by differential leveling
 LR0597.and adjusted by the National Geodetic Survey in June 1991..
 LR0597
 LR0597.The geoid height was determined by GEOID03.
 LR0597
 LR0597.The dynamic height is computed by dividing the NAVD 88
 LR0597.geopotential number by the normal gravity value computed on the
 LR0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0597.degrees latitude (g = 980.6199 gals.).
 LR0597
 LR0597.The modeled gravity was interpolated from observed gravity values.
 LR0597
 LR0597;                    North         East    Units  Estimated Accuracy
 LR0597;SPC NV W     - 4,651,870.      890,130.      MT  (+/- 180 meters Scaled)
 LR0597
 LR0597                          SUPERSEDED SURVEY CONTROL
 LR0597
 LR0597  NGVD 29 (??/??/92) 1584.007  (m)         5196.86   (f) ADJ UNCH    2 0
 LR0597
 LR0597.Superseded values are not recommended for survey control.
 LR0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0597.See file dsdata.txt to determine how the superseded data were derived.
 LR0597
 LR0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME561965(NAD 83)
 LR0597_MARKER: DB = BENCH MARK DISK
 LR0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0597_STAMPING: E 106 1958
 LR0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0597+STABILITY: SURFACE MOTION
 LR0597
 LR0597  HISTORY     - Date     Condition        Report By
 LR0597  HISTORY     - 1958     MONUMENTED       CGS
 LR0597
 LR0597                          STATION DESCRIPTION
 LR0597
 LR0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0597'12.9 MI E FROM LEACH HOT SPRINGS.
 LR0597'2.8 MILES NORTHWEST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, THENCE
 LR0597'8.8 MILES EAST ALONG A DIRT ROAD, THENCE 1.3 MILES NORTH ALONG A DIRT
 LR0597'ROAD, 10.1 MILE SOUTHWEST OF SMELSER PASS, 0.15 MILE NORTH OF THE Y
 LR0597'JUNCTION OF A DIM DIRT ROAD LEADING SOUTH TO AN ABANDONED RANCH
 LR0597'BUILDING, 23 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 1 1/2 FEET
 LR0597'WEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET
 LR0597'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0598 ***********************************************************************
 LR0598  DESIGNATION -  E 107
 LR0598  PID         -  LR0598
 LR0598  STATE/COUNTY-  NV/PERSHING
 LR0598  USGS QUAD   -  SHEEP RANCH CANYON (1990)
 LR0598
 LR0598                         *CURRENT SURVEY CONTROL
 LR0598  ___________________________________________________________________
 LR0598* NAD 83(1986)-  40 38 16.     (N)    117 31 08.     (W)     SCALED    
 LR0598* NAVD 88     -      1553.014  (meters)    5095.18   (feet)  ADJUSTED  
 LR0598  ___________________________________________________________________
 LR0598  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 LR0598  DYNAMIC HT  -        1551.738 (meters)    5090.99  (feet)  COMP
 LR0598  MODELED GRAV-     979,748.3   (mgal)                       NAVD 88
 LR0598
 LR0598  VERT ORDER  -  SECOND    CLASS 0
 LR0598
 LR0598.The horizontal coordinates were scaled from a topographic map and have
 LR0598.an estimated accuracy of +/- 6 seconds.
 LR0598
 LR0598.The orthometric height was determined by differential leveling
 LR0598.and adjusted by the National Geodetic Survey in June 1991..
 LR0598
 LR0598.The geoid height was determined by GEOID03.
 LR0598
 LR0598.The dynamic height is computed by dividing the NAVD 88
 LR0598.geopotential number by the normal gravity value computed on the
 LR0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0598.degrees latitude (g = 980.6199 gals.).
 LR0598
 LR0598.The modeled gravity was interpolated from observed gravity values.
 LR0598
 LR0598;                    North         East    Units  Estimated Accuracy
 LR0598;SPC NV W     - 4,653,970.      890,040.      MT  (+/- 180 meters Scaled)
 LR0598
 LR0598                          SUPERSEDED SURVEY CONTROL
 LR0598
 LR0598  NGVD 29 (??/??/92) 1551.912  (m)         5091.56   (f) ADJ UNCH    2 0
 LR0598
 LR0598.Superseded values are not recommended for survey control.
 LR0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0598.See file dsdata.txt to determine how the superseded data were derived.
 LR0598
 LR0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME561986(NAD 83)
 LR0598_MARKER: DB = BENCH MARK DISK
 LR0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0598_STAMPING: E 107 1958
 LR0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0598+STABILITY: SURFACE MOTION
 LR0598
 LR0598  HISTORY     - Date     Condition        Report By
 LR0598  HISTORY     - 1958     MONUMENTED       CGS
 LR0598
 LR0598                          STATION DESCRIPTION
 LR0598
 LR0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0598'8.9 MI SW FROM SMELSER PASS.
 LR0598'2.5 MILES WEST ALONG A DIRT ROAD FROM SMELSER PASS, THENCE 2.5 MILES
 LR0598'WEST ALONG A DIRT ROAD, THENCE 0.7 MILE WEST-SOUTHWEST ACROSS COUNTRY,
 LR0598'THENCE 3.2 MILES SOUTH ALONG A DIRT ROAD, 80 FEET NORTH OF THE NORTH
 LR0598'EDGE OF A DEEP DRY WASH, 27 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LR0598'1.6 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 LR0598'THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0151 ***********************************************************************
 MT0151  DESIGNATION -  E 108
 MT0151  PID         -  MT0151
 MT0151  STATE/COUNTY-  NV/ELKO
 MT0151  USGS QUAD   -  TWELVEMILE RANCH (1982)
 MT0151
 MT0151                         *CURRENT SURVEY CONTROL
 MT0151  ___________________________________________________________________
 MT0151* NAD 83(1986)-  41 29 21.     (N)    114 13 51.     (W)     SCALED    
 MT0151* NAVD 88     -      1539.177  (meters)    5049.78   (feet)  ADJUSTED  
 MT0151  ___________________________________________________________________
 MT0151  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 MT0151  DYNAMIC HT  -        1538.022 (meters)    5045.99  (feet)  COMP
 MT0151  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 MT0151
 MT0151  VERT ORDER  -  SECOND    CLASS 0
 MT0151
 MT0151.The horizontal coordinates were scaled from a topographic map and have
 MT0151.an estimated accuracy of +/- 6 seconds.
 MT0151
 MT0151.The orthometric height was determined by differential leveling
 MT0151.and adjusted by the National Geodetic Survey in June 1991..
 MT0151
 MT0151.The geoid height was determined by GEOID03.
 MT0151
 MT0151.The dynamic height is computed by dividing the NAVD 88
 MT0151.geopotential number by the normal gravity value computed on the
 MT0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0151.degrees latitude (g = 980.6199 gals.).
 MT0151
 MT0151.The modeled gravity was interpolated from observed gravity values.
 MT0151
 MT0151;                    North         East    Units  Estimated Accuracy
 MT0151;SPC NV E     - 8,748,850.      312,940.      MT  (+/- 180 meters Scaled)
 MT0151
 MT0151                          SUPERSEDED SURVEY CONTROL
 MT0151
 MT0151  NGVD 29 (??/??/92) 1538.083  (m)         5046.19   (f) ADJ UNCH    2 0
 MT0151
 MT0151.Superseded values are not recommended for survey control.
 MT0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0151.See file dsdata.txt to determine how the superseded data were derived.
 MT0151
 MT0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF311967(NAD 83)
 MT0151_MARKER: DB = BENCH MARK DISK
 MT0151_SETTING: 66 = SET IN ROCK OUTCROP
 MT0151_SP_SET: SET IN ROCK OUTCROP
 MT0151_STAMPING: E 108 1958
 MT0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0151+STABILITY: POSITION/ELEVATION WELL
 MT0151
 MT0151  HISTORY     - Date     Condition        Report By
 MT0151  HISTORY     - 1958     MONUMENTED       CGS
 MT0151
 MT0151                          STATION DESCRIPTION
 MT0151
 MT0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0151'17.1 MI N FROM MONTELLO.
 MT0151'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0151'MONTELLO, THENCE 16.95 MILES NORTH ALONG A GRAVEL ROAD, AT THE WEST
 MT0151'END OF A CURVE, ON THE SOUTH SIDE OF A HIGH HILL, IN THE TOP OF THE
 MT0151'SOUTHEAST ONE (A 6-BY 9-FOOT) OF A GROUP OF CONGLOMERATE OUTCROPS, 43
 MT0151'1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 51 FEET EAST OF A SHORT
 MT0151'BULLDOZED CUT, AND 4 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0020 ***********************************************************************
 FS0020  DESIGNATION -  E 109
 FS0020  PID         -  FS0020
 FS0020  STATE/COUNTY-  NV/CLARK
 FS0020  USGS QUAD   -  BOULDER CITY NW (1983)
 FS0020
 FS0020                         *CURRENT SURVEY CONTROL
 FS0020  ___________________________________________________________________
 FS0020* NAD 83(1986)-  35 53 04.     (N)    114 56 09.     (W)     SCALED    
 FS0020* NAVD 88     -       521.227  (meters)    1710.06   (feet)  POSTED    
 FS0020  ___________________________________________________________________
 FS0020  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FS0020  DYNAMIC HT  -         520.690 (meters)    1708.30  (feet)  COMP
 FS0020  MODELED GRAV-     979,580.4   (mgal)                       NAVD 88
 FS0020
 FS0020  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FS0020
 FS0020.The horizontal coordinates were scaled from a topographic map and have
 FS0020.an estimated accuracy of +/- 6 seconds.
 FS0020
 FS0020.The orthometric height was determined by differential leveling
 FS0020.and adjusted by the National Geodetic Survey in 1992..
 FS0020.No vertical observational check was made to the station.
 FS0020.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FS0020.was located on a no-check spur therefore a value was not computed.
 FS0020
 FS0020.The geoid height was determined by GEOID03.
 FS0020
 FS0020.The dynamic height is computed by dividing the NAVD 88
 FS0020.geopotential number by the normal gravity value computed on the
 FS0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0020.degrees latitude (g = 980.6199 gals.).
 FS0020
 FS0020.The modeled gravity was interpolated from observed gravity values.
 FS0020
 FS0020;                    North         East    Units  Estimated Accuracy
 FS0020;SPC NV E     - 8,126,040.      258,460.      MT  (+/- 180 meters Scaled)
 FS0020
 FS0020                          SUPERSEDED SURVEY CONTROL
 FS0020
 FS0020  NGVD 29 (??/??/92)  520.525  (m)         1707.76   (f) ADJ UNCH    1 1
 FS0020
 FS0020.Superseded values are not recommended for survey control.
 FS0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0020.See file dsdata.txt to determine how the superseded data were derived.
 FS0020
 FS0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV863731(NAD 83)
 FS0020_MARKER: DB = BENCH MARK DISK
 FS0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0020_STAMPING: E 109 1934
 FS0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0020+STABILITY: SURFACE MOTION
 FS0020
 FS0020  HISTORY     - Date     Condition        Report By
 FS0020  HISTORY     - 1934     MONUMENTED       CGS
 FS0020  HISTORY     - 1949     GOOD             NGS
 FS0020  HISTORY     - 1963     GOOD             NGS
 FS0020
 FS0020                          STATION DESCRIPTION
 FS0020
 FS0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0020'6.5 MI S FROM ALUNITE.
 FS0020'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE JUNCTION OF U.S.
 FS0020'HIGHWAY 93 AT ALUNITE, THENCE 3.8 MILES SOUTH ALONG OLD STATE
 FS0020'HIGHWAY 5, THENCE 1.0 MILE SOUTH ACROSS THE BED OF A DRY LAKE,
 FS0020'0.9 MILE SOUTH OF THE NORTH EDGE OF THE LAKE, 0.7 MILE WEST OF
 FS0020'U.S. HIGHWAY 95, ABOUT 140 YARDS NORTH OF A PILE OF WRECKED CAR
 FS0020'BODIES, DIRECTLY IN LINE WITH THE OLD HIGHWAY WHICH IS
 FS0020'DISTINGUISHABLE FROM THIS POINT AFTER IT LEAVES THE LAKE TO THE
 FS0020'NORTH, 3.0 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 FS0020'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0020
 FS0020                          STATION RECOVERY (1963)
 FS0020
 FS0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0769 ***********************************************************************
 KR0769  DESIGNATION -  E 11
 KR0769  PID         -  KR0769
 KR0769  STATE/COUNTY-  NV/LYON
 KR0769  USGS QUAD   -  WABUSKA (1993)
 KR0769
 KR0769                         *CURRENT SURVEY CONTROL
 KR0769  ___________________________________________________________________
 KR0769* NAD 83(1986)-  39 08 38.     (N)    119 10 53.     (W)     SCALED    
 KR0769* NAVD 88     -      1311.31   (+/-2cm)    4302.2    (feet)  VERTCON   
 KR0769  ___________________________________________________________________
 KR0769  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 KR0769
 KR0769  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0769
 KR0769.The horizontal coordinates were scaled from a topographic map and have
 KR0769.an estimated accuracy of +/- 6 seconds.
 KR0769
 KR0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0769.The vertical order pertains to the NGVD 29 superseded value.
 KR0769
 KR0769.The geoid height was determined by GEOID03.
 KR0769
 KR0769;                    North         East    Units  Estimated Accuracy
 KR0769;SPC NV W     - 4,487,740.      748,300.      MT  (+/- 180 meters Scaled)
 KR0769
 KR0769                          SUPERSEDED SURVEY CONTROL
 KR0769
 KR0769  NGVD 29 (??/??/92) 1310.308  (m)         4298.90   (f) ADJ UNCH    1 2
 KR0769
 KR0769.Superseded values are not recommended for survey control.
 KR0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0769.See file dsdata.txt to determine how the superseded data were derived.
 KR0769
 KR0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD114350(NAD 83)
 KR0769_MARKER: P = PIPE CAP
 KR0769_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0769_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0769_STAMPING: E 11 WAB 4299.316
 KR0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0769
 KR0769  HISTORY     - Date     Condition        Report By
 KR0769  HISTORY     - UNK      MONUMENTED       USGS
 KR0769  HISTORY     - 1953     GOOD             NGS
 KR0769
 KR0769                          STATION DESCRIPTION
 KR0769
 KR0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0769'IN WABUSKA.
 KR0769'AT WABUSKA, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 4.6 FEET
 KR0769'NORTH OF THE SOUTHWEST CORNER OF THE STATION, 90 FEET EAST OF THE
 KR0769'CENTER LINE OF U. S. HIGHWAY 95A, 56.8 FEET SOUTH OF THE SOUTH RAIL OF
 KR0769'THE MAIN TRACK, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3
 KR0769'1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE
 KR0769'PIPE IS SLIGHTLY LOOSE AND LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0626 ***********************************************************************
 FS0626  DESIGNATION -  E 110
 FS0626  PID         -  FS0626
 FS0626  STATE/COUNTY-  NV/CLARK
 FS0626  USGS QUAD   -  SEARCHLIGHT SE (1989)
 FS0626
 FS0626                         *CURRENT SURVEY CONTROL
 FS0626  ___________________________________________________________________
 FS0626* NAD 83(1986)-  35 15 50.     (N)    114 49 28.     (W)     SCALED    
 FS0626* NAVD 88     -       909.22   (+/-2cm)    2983.0    (feet)  VERTCON   
 FS0626  ___________________________________________________________________
 FS0626  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 FS0626
 FS0626  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0626
 FS0626.The horizontal coordinates were scaled from a topographic map and have
 FS0626.an estimated accuracy of +/- 6 seconds.
 FS0626
 FS0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0626.The vertical order pertains to the NGVD 29 superseded value.
 FS0626
 FS0626.The geoid height was determined by GEOID03.
 FS0626
 FS0626;                    North         East    Units  Estimated Accuracy
 FS0626;SPC NV E     - 8,057,270.      269,050.      MT  (+/- 180 meters Scaled)
 FS0626
 FS0626                          SUPERSEDED SURVEY CONTROL
 FS0626
 FS0626  NGVD 29 (??/??/92)  908.405  (m)         2980.33   (f) ADJ UNCH    2 0
 FS0626
 FS0626.Superseded values are not recommended for survey control.
 FS0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0626.See file dsdata.txt to determine how the superseded data were derived.
 FS0626
 FS0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV979044(NAD 83)
 FS0626_MARKER: DB = BENCH MARK DISK
 FS0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0626_STAMPING: E 110 1934
 FS0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0626+STABILITY: SURFACE MOTION
 FS0626
 FS0626  HISTORY     - Date     Condition        Report By
 FS0626  HISTORY     - 1934     MONUMENTED       CGS
 FS0626  HISTORY     - 1956     GOOD             USGS
 FS0626  HISTORY     - 1969     GOOD             NGS
 FS0626
 FS0626                          STATION DESCRIPTION
 FS0626
 FS0626'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FS0626'15.8 MI SE FROM SEARCHLIGHT.
 FS0626'U.S. HIGHWAY 95 HAS BEEN RE-ROUTED AND IS NOW 3 MILES WEST OF THE
 FS0626'OLD HIGHWAY AT THIS POINT.  THE OLD AND NEW U.S. HIGHWAY 95
 FS0626'JUNCTION AT SEARCHLIGHT.  THIS MARK IS ON THE OLD HIGHWAY.
 FS0626'15.8 MILES SOUTHEAST ALONG A GRADED DIRT ROAD (OLD U.S. HIGHWAY
 FS0626'95) FROM SEARCHLIGHT, CLARK COUNTY, 9.3 MILES SOUTH OF A
 FS0626'PROMINENT GRANITE HILL ON THE WEST SIDE OF THE ROAD, 8.1 MILES
 FS0626'NORTH OF THE CALIFORNIA-NEVADA STATE LINE, AND 50 FEET WEST
 FS0626'OF THE CENTERLINE OF THE HIGHWAY.
 FS0626
 FS0626                          STATION RECOVERY (1969)
 FS0626
 FS0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0130 ***********************************************************************
 HP0130  DESIGNATION -  E 115
 HP0130  PID         -  HP0130
 HP0130  STATE/COUNTY-  NV/LINCOLN
 HP0130  USGS QUAD   -  FOSSIL PEAK (1980)
 HP0130
 HP0130                         *CURRENT SURVEY CONTROL
 HP0130  ___________________________________________________________________
 HP0130* NAD 83(1986)-  37 39 44.     (N)    115 11 51.     (W)     SCALED    
 HP0130* NAVD 88     -      1226.971  (meters)    4025.49   (feet)  ADJUSTED  
 HP0130  ___________________________________________________________________
 HP0130  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 HP0130  DYNAMIC HT  -        1225.673 (meters)    4021.23  (feet)  COMP
 HP0130  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 HP0130
 HP0130  VERT ORDER  -  SECOND    CLASS 0
 HP0130
 HP0130.The horizontal coordinates were scaled from a topographic map and have
 HP0130.an estimated accuracy of +/- 6 seconds.
 HP0130
 HP0130.The orthometric height was determined by differential leveling
 HP0130.and adjusted by the National Geodetic Survey in June 1991..
 HP0130
 HP0130.The geoid height was determined by GEOID03.
 HP0130
 HP0130.The dynamic height is computed by dividing the NAVD 88
 HP0130.geopotential number by the normal gravity value computed on the
 HP0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0130.degrees latitude (g = 980.6199 gals.).
 HP0130
 HP0130.The modeled gravity was interpolated from observed gravity values.
 HP0130
 HP0130;                    North         East    Units  Estimated Accuracy
 HP0130;SPC NV E     - 8,323,190.      234,040.      MT  (+/- 180 meters Scaled)
 HP0130
 HP0130                          SUPERSEDED SURVEY CONTROL
 HP0130
 HP0130  NGVD 29 (??/??/92) 1226.027  (m)         4022.39   (f) ADJ UNCH    2 0
 HP0130
 HP0130.Superseded values are not recommended for survey control.
 HP0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0130.See file dsdata.txt to determine how the superseded data were derived.
 HP0130
 HP0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB589698(NAD 83)
 HP0130_MARKER: DB = BENCH MARK DISK
 HP0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0130_STAMPING: E 115 1934
 HP0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0130+STABILITY: SURFACE MOTION
 HP0130
 HP0130  HISTORY     - Date     Condition        Report By
 HP0130  HISTORY     - 1934     MONUMENTED       CGS
 HP0130  HISTORY     - 1970     GOOD             USGS
 HP0130  HISTORY     - 1980     GOOD             USGS
 HP0130
 HP0130                          STATION DESCRIPTION
 HP0130
 HP0130'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HP0130'11.2 MI N FROM HIKO.
 HP0130'ABOUT 11.2 MILES NORTH ON NEVADA HIGHWAY 38 FROM THE JUNCTION OF US
 HP0130'HIGHWAY 93 AND NEVADA HIGHWAY 38.  70 FEET EAST OF THE CENTERLINE OF
 HP0130'THE ROAD IN A SMALL EARTH MOUND.  A STANDARD DISK, STAMPED E 115 1934
 HP0130'AND SET IN THE TOP OF A CONCRETE POST.
 HP0130
 HP0130                          STATION RECOVERY (1980)
 HP0130
 HP0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HP0130'BM, JUNCTION OF US HWY 93 AND STATE HWY 318, 10.5 MILES NORTH ALONG
 HP0130'STATE HWY 318, THENCE 0.2 MI. EAST ALONG GRAVEL ROAD, THENCE 0.1 MI.
 HP0130'SOUTH ALONG GRAVEL ROAD, 71 FT EAST OF UPPER ROAD, 44 FT WEST OF
 HP0130'LOWER ROAD, 20 FT EAST OF FENCE, IN A SMALL EARTH MOUND, SET IN A
 HP0130'CONCRETE POST PROJ. 0.8 FT, STANDARD DISK STAMPED "E 115 1934".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0105 ***********************************************************************
 JP0105  DESIGNATION -  E 116
 JP0105  PID         -  JP0105
 JP0105  STATE/COUNTY-  NV/NYE
 JP0105  USGS QUAD   -  TIMBER MTN PASS NW (1971)
 JP0105
 JP0105                         *CURRENT SURVEY CONTROL
 JP0105  ___________________________________________________________________
 JP0105* NAD 83(1986)-  38 13 12.     (N)    115 11 25.     (W)     SCALED    
 JP0105* NAVD 88     -      1559.819  (meters)    5117.51   (feet)  ADJUSTED  
 JP0105  ___________________________________________________________________
 JP0105  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 JP0105  DYNAMIC HT  -        1558.140 (meters)    5112.00  (feet)  COMP
 JP0105  MODELED GRAV-     979,498.4   (mgal)                       NAVD 88
 JP0105
 JP0105  VERT ORDER  -  SECOND    CLASS 0
 JP0105
 JP0105.The horizontal coordinates were scaled from a topographic map and have
 JP0105.an estimated accuracy of +/- 6 seconds.
 JP0105
 JP0105.The orthometric height was determined by differential leveling
 JP0105.and adjusted by the National Geodetic Survey in June 1991..
 JP0105
 JP0105.The geoid height was determined by GEOID03.
 JP0105
 JP0105.The dynamic height is computed by dividing the NAVD 88
 JP0105.geopotential number by the normal gravity value computed on the
 JP0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0105.degrees latitude (g = 980.6199 gals.).
 JP0105
 JP0105.The modeled gravity was interpolated from observed gravity values.
 JP0105
 JP0105;                    North         East    Units  Estimated Accuracy
 JP0105;SPC NV C     - 6,386,050.      629,280.      MT  (+/- 180 meters Scaled)
 JP0105
 JP0105                          SUPERSEDED SURVEY CONTROL
 JP0105
 JP0105  NGVD 29 (??/??/92) 1558.743  (m)         5113.98   (f) ADJ UNCH    2 0
 JP0105
 JP0105.Superseded values are not recommended for survey control.
 JP0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0105.See file dsdata.txt to determine how the superseded data were derived.
 JP0105
 JP0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC584317(NAD 83)
 JP0105_MARKER: DB = BENCH MARK DISK
 JP0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0105_STAMPING: E 116 1934
 JP0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0105+STABILITY: SURFACE MOTION
 JP0105
 JP0105  HISTORY     - Date     Condition        Report By
 JP0105  HISTORY     - 1934     MONUMENTED       CGS
 JP0105  HISTORY     - 1972     MARK NOT FOUND   USGS
 JP0105
 JP0105                          STATION DESCRIPTION
 JP0105
 JP0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0105'50.6 MI S FROM PRESTON.
 JP0105'IN NYE COUNTY, ABOUT 50.6 MILES SOUTH ALONG THE ROAD LEADING TO SHARP
 JP0105'FROM PRESTON, WHITE PINE COUNTY, ABOUT 0.7 MILE NORTHEAST OF THE
 JP0105'JUNCTION OF A ROAD LEADING EAST, AND ABOUT 50 FEET NORTHEAST OF THE
 JP0105'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED E 116 1934 AND SET
 JP0105'IN THE TOP OF A CONCRETE POST.
 JP0105
 JP0105                          STATION RECOVERY (1972)
 JP0105
 JP0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JP0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0223 ***********************************************************************
 HP0223  DESIGNATION -  E 117
 HP0223  PID         -  HP0223
 HP0223  STATE/COUNTY-  NV/LINCOLN
 HP0223  USGS QUAD   -  FALLOUT HILLS (1989)
 HP0223
 HP0223                         *CURRENT SURVEY CONTROL
 HP0223  ___________________________________________________________________
 HP0223* NAD 83(1986)-  37 06 19.     (N)    115 41 07.     (W)     SCALED    
 HP0223* NAVD 88     -      1546.275  (meters)    5073.07   (feet)  ADJUSTED  
 HP0223  ___________________________________________________________________
 HP0223  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 HP0223  DYNAMIC HT  -        1544.542 (meters)    5067.38  (feet)  COMP
 HP0223  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 HP0223
 HP0223  VERT ORDER  -  SECOND    CLASS 0
 HP0223
 HP0223.The horizontal coordinates were scaled from a topographic map and have
 HP0223.an estimated accuracy of +/- 6 seconds.
 HP0223
 HP0223.The orthometric height was determined by differential leveling
 HP0223.and adjusted by the National Geodetic Survey in June 1991..
 HP0223
 HP0223.The geoid height was determined by GEOID03.
 HP0223
 HP0223.The dynamic height is computed by dividing the NAVD 88
 HP0223.geopotential number by the normal gravity value computed on the
 HP0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0223.degrees latitude (g = 980.6199 gals.).
 HP0223
 HP0223.The modeled gravity was interpolated from observed gravity values.
 HP0223
 HP0223;                    North         East    Units  Estimated Accuracy
 HP0223;SPC NV E     - 8,261,320.      190,940.      MT  (+/- 180 meters Scaled)
 HP0223
 HP0223                          SUPERSEDED SURVEY CONTROL
 HP0223
 HP0223  NGVD 29 (??/??/92) 1545.323  (m)         5069.95   (f) ADJ UNCH    2 0
 HP0223
 HP0223.Superseded values are not recommended for survey control.
 HP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0223.See file dsdata.txt to determine how the superseded data were derived.
 HP0223
 HP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB168073(NAD 83)
 HP0223_MARKER: DB = BENCH MARK DISK
 HP0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0223_STAMPING: E 117 1934
 HP0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0223+STABILITY: SURFACE MOTION
 HP0223
 HP0223  HISTORY     - Date     Condition        Report By
 HP0223  HISTORY     - 1934     MONUMENTED       CGS
 HP0223  HISTORY     - 1970     GOOD             NGS
 HP0223
 HP0223                          STATION DESCRIPTION
 HP0223
 HP0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0223'16 MI S FROM GROOM.
 HP0223'16 MILES SOUTH ALONG THE INDIAN SPRINGS ROAD FROM GROOM, LINCOLN
 HP0223'COUNTY, ABOUT 1,245 FEET NORTH OF THE GROOM 18, INDIAN SPRINGS 39,
 HP0223'CALIENTE 97, SUMMIT SPRINGS 16 SIGNBOARD, AND 44 FEET EAST OF THE
 HP0223'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E 117 1934 AND SET
 HP0223'IN THE TOP OF A CONCRETE POST.
 HP0223
 HP0223                          STATION RECOVERY (1970)
 HP0223
 HP0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HP0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0068 ***********************************************************************
 JP0068  DESIGNATION -  E 118
 JP0068  PID         -  JP0068
 JP0068  STATE/COUNTY-  NV/WHITE PINE
 JP0068  USGS QUAD   -  LUND (1978)
 JP0068
 JP0068                         *CURRENT SURVEY CONTROL
 JP0068  ___________________________________________________________________
 JP0068* NAD 83(1986)-  38 50 34.     (N)    115 03 22.     (W)     SCALED    
 JP0068* NAVD 88     -      1681.349  (meters)    5516.23   (feet)  ADJUSTED  
 JP0068  ___________________________________________________________________
 JP0068  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 JP0068  DYNAMIC HT  -        1679.559 (meters)    5510.35  (feet)  COMP
 JP0068  MODELED GRAV-     979,504.9   (mgal)                       NAVD 88
 JP0068
 JP0068  VERT ORDER  -  SECOND    CLASS 0
 JP0068
 JP0068.The horizontal coordinates were scaled from a topographic map and have
 JP0068.an estimated accuracy of +/- 6 seconds.
 JP0068
 JP0068.The orthometric height was determined by differential leveling
 JP0068.and adjusted by the National Geodetic Survey in June 1991..
 JP0068
 JP0068.The geoid height was determined by GEOID03.
 JP0068
 JP0068.The dynamic height is computed by dividing the NAVD 88
 JP0068.geopotential number by the normal gravity value computed on the
 JP0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0068.degrees latitude (g = 980.6199 gals.).
 JP0068
 JP0068.The modeled gravity was interpolated from observed gravity values.
 JP0068
 JP0068;                    North         East    Units  Estimated Accuracy
 JP0068;SPC NV E     - 8,454,280.      245,770.      MT  (+/- 180 meters Scaled)
 JP0068
 JP0068                          SUPERSEDED SURVEY CONTROL
 JP0068
 JP0068  NGVD 29 (??/??/92) 1680.158  (m)         5512.32   (f) ADJ UNCH    2 0
 JP0068
 JP0068.Superseded values are not recommended for survey control.
 JP0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0068.See file dsdata.txt to determine how the superseded data were derived.
 JP0068
 JP0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD687011(NAD 83)
 JP0068_MARKER: DB = BENCH MARK DISK
 JP0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0068_STAMPING: E 118 1934
 JP0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0068+STABILITY: SURFACE MOTION
 JP0068
 JP0068  HISTORY     - Date     Condition        Report By
 JP0068  HISTORY     - 1934     MONUMENTED       CGS
 JP0068
 JP0068                          STATION DESCRIPTION
 JP0068
 JP0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0068'4.8 MI S FROM PRESTON.
 JP0068'ABOUT 4.8 MILES SOUTH ALONG THE ROAD LEADING TO SHARP FROM PRESTON,
 JP0068'WHITE PINE COUNTY, 12 FEET SOUTH OF A WIRE-FENCE CORNER, AND 10 FEET
 JP0068'EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED E 118
 JP0068'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1124 ***********************************************************************
 KR1124  DESIGNATION -  E 119
 KR1124  PID         -  KR1124
 KR1124  STATE/COUNTY-  NV/DOUGLAS
 KR1124  USGS QUAD   -  GENOA (1994)
 KR1124
 KR1124                         *CURRENT SURVEY CONTROL
 KR1124  ___________________________________________________________________
 KR1124* NAD 83(1986)-  39 01 49.     (N)    119 46 48.     (W)     SCALED    
 KR1124* NAVD 88     -      1423.49   (+/-2cm)    4670.2    (feet)  VERTCON   
 KR1124  ___________________________________________________________________
 KR1124  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 KR1124
 KR1124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1124
 KR1124.The horizontal coordinates were scaled from a topographic map and have
 KR1124.an estimated accuracy of +/- 6 seconds.
 KR1124
 KR1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1124.The vertical order pertains to the NGVD 29 superseded value.
 KR1124
 KR1124.The geoid height was determined by GEOID03.
 KR1124
 KR1124;                    North         East    Units  Estimated Accuracy
 KR1124;SPC NV W     - 4,475,640.      696,390.      MT  (+/- 180 meters Scaled)
 KR1124
 KR1124                          SUPERSEDED SURVEY CONTROL
 KR1124
 KR1124  NGVD 29 (??/??/92) 1422.36   (m)         4666.5    (f) COMPUTED    2 0
 KR1124
 KR1124.Superseded values are not recommended for survey control.
 KR1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1124.See file dsdata.txt to determine how the superseded data were derived.
 KR1124
 KR1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD593238(NAD 83)
 KR1124_MARKER: DB = BENCH MARK DISK
 KR1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1124_STAMPING: E 119 1934
 KR1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1124+STABILITY: SURFACE MOTION
 KR1124
 KR1124  HISTORY     - Date     Condition        Report By
 KR1124  HISTORY     - 1934     MONUMENTED       CGS
 KR1124  HISTORY     - 1951     GOOD             NGS
 KR1124
 KR1124                          STATION DESCRIPTION
 KR1124
 KR1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1124'5.8 MI N FROM MINDEN.
 KR1124'NEW DESCRIPTION, ABOUT 5.8 MILES NORTH ALONG U. S. HIGHWAY 395 FROM
 KR1124'THE POST OFFICE AT MINDEN, AT A T IN A FENCE LINE, AT THE T JUNCTION
 KR1124'OF A TRACK ROAD LEADING WEST, 39 1/2 FEET WEST OF THE CENTER LINE OF
 KR1124'THE HIGHWAY, 12 FEET NORTH OF THE CENTER OF A GATE, 8 FEET SOUTH OF
 KR1124'THE CENTER OF ANOTHER GATE, 1 FOOT SOUTH OF A T IN A FENCE LINE, 0.8
 KR1124'FEET EAST OF A NORTH AND SOUTH FENCE LINE, ABOUT LEVEL WITH THE
 KR1124'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET
 KR1124'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0432 ***********************************************************************
 JR0432  DESIGNATION -  E 120
 JR0432  PID         -  JR0432
 JR0432  STATE/COUNTY-  NV/LYON
 JR0432  USGS QUAD   -  DESERT CREEK RANCH (1988)
 JR0432
 JR0432                         *CURRENT SURVEY CONTROL
 JR0432  ___________________________________________________________________
 JR0432* NAD 83(1986)-  38 44 05.     (N)    119 20 34.     (W)     SCALED    
 JR0432* NAVD 88     -      1516.90   (+/-2cm)    4976.7    (feet)  VERTCON   
 JR0432  ___________________________________________________________________
 JR0432  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JR0432
 JR0432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0432
 JR0432.The horizontal coordinates were scaled from a topographic map and have
 JR0432.an estimated accuracy of +/- 6 seconds.
 JR0432
 JR0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0432.The vertical order pertains to the NGVD 29 superseded value.
 JR0432
 JR0432.The geoid height was determined by GEOID03.
 JR0432
 JR0432;                    North         East    Units  Estimated Accuracy
 JR0432;SPC NV W     - 4,442,430.      733,970.      MT  (+/- 180 meters Scaled)
 JR0432
 JR0432                          SUPERSEDED SURVEY CONTROL
 JR0432
 JR0432  NGVD 29 (??/??/92) 1515.741  (m)         4972.89   (f) ADJ UNCH    2 0
 JR0432
 JR0432.Superseded values are not recommended for survey control.
 JR0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0432.See file dsdata.txt to determine how the superseded data were derived.
 JR0432
 JR0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC963899(NAD 83)
 JR0432_MARKER: DB = BENCH MARK DISK
 JR0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0432_STAMPING: E 120 1934
 JR0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0432+STABILITY: SURFACE MOTION
 JR0432
 JR0432  HISTORY     - Date     Condition        Report By
 JR0432  HISTORY     - 1934     MONUMENTED       CGS
 JR0432  HISTORY     - 1940     GOOD             NGS
 JR0432
 JR0432                          STATION DESCRIPTION
 JR0432
 JR0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0432'1.9 MI S FROM WELLINGTON.
 JR0432'1.9 MILES SOUTH ALONG STATE HIGHWAY 22 FROM WELLINGTON, LYON
 JR0432'COUNTY, 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND NEAR
 JR0432'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 120 1934
 JR0432'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0208 ***********************************************************************
 KP0208  DESIGNATION -  E 121
 KP0208  PID         -  KP0208
 KP0208  STATE/COUNTY-  NV/NYE
 KP0208  USGS QUAD   -  GREEN SPRINGS SW (1990)
 KP0208
 KP0208                         *CURRENT SURVEY CONTROL
 KP0208  ___________________________________________________________________
 KP0208* NAD 83(1986)-  39 00 41.     (N)    115 43 36.     (W)     SCALED    
 KP0208* NAVD 88     -      1732.139  (meters)    5682.86   (feet)  ADJUSTED  
 KP0208  ___________________________________________________________________
 KP0208  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 KP0208  DYNAMIC HT  -        1730.336 (meters)    5676.94  (feet)  COMP
 KP0208  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 KP0208
 KP0208  VERT ORDER  -  SECOND    CLASS 0
 KP0208
 KP0208.The horizontal coordinates were scaled from a topographic map and have
 KP0208.an estimated accuracy of +/- 6 seconds.
 KP0208
 KP0208.The orthometric height was determined by differential leveling
 KP0208.and adjusted by the National Geodetic Survey in June 1991..
 KP0208
 KP0208.The geoid height was determined by GEOID03.
 KP0208
 KP0208.The dynamic height is computed by dividing the NAVD 88
 KP0208.geopotential number by the normal gravity value computed on the
 KP0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0208.degrees latitude (g = 980.6199 gals.).
 KP0208
 KP0208.The modeled gravity was interpolated from observed gravity values.
 KP0208
 KP0208;                    North         East    Units  Estimated Accuracy
 KP0208;SPC NV C     - 6,473,280.      581,410.      MT  (+/- 180 meters Scaled)
 KP0208
 KP0208                          SUPERSEDED SURVEY CONTROL
 KP0208
 KP0208  NGVD 29 (??/??/92) 1730.937  (m)         5678.92   (f) ADJ UNCH    2 0
 KP0208
 KP0208.Superseded values are not recommended for survey control.
 KP0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0208.See file dsdata.txt to determine how the superseded data were derived.
 KP0208
 KP0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD102188(NAD 83)
 KP0208_MARKER: DB = BENCH MARK DISK
 KP0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0208_STAMPING: E 121 1934
 KP0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0208+STABILITY: SURFACE MOTION
 KP0208
 KP0208  HISTORY     - Date     Condition        Report By
 KP0208  HISTORY     - 1934     MONUMENTED       CGS
 KP0208  HISTORY     - 19870115 MARK NOT FOUND   USPSQD
 KP0208
 KP0208                          STATION DESCRIPTION
 KP0208
 KP0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0208'9.4 MI N FROM DUCKWATER.
 KP0208'9.4 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 KP0208'DUCKWATER, NYE COUNTY, AND 50 FEET SOUTH OF THE CENTERLINE OF THE
 KP0208'HIGHWAY.  A STANDARD DISK, STAMPED E 121 1934 AND SET IN THE TOP OF A
 KP0208'CONCRETE POST.
 KP0208
 KP0208                          STATION RECOVERY (1987)
 KP0208
 KP0208'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAB)
 KP0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0065 ***********************************************************************
 JR0065  DESIGNATION -  E 12=4126.671
 JR0065  PID         -  JR0065
 JR0065  STATE/COUNTY-  NV/MINERAL
 JR0065  USGS QUAD   -  HAWTHORNE EAST (1987)
 JR0065
 JR0065                         *CURRENT SURVEY CONTROL
 JR0065  ___________________________________________________________________
 JR0065* NAD 83(1986)-  38 35 28.     (N)    118 36 09.     (W)     SCALED    
 JR0065* NAVD 88     -      1258.87   (+/-2cm)    4130.1    (feet)  VERTCON   
 JR0065  ___________________________________________________________________
 JR0065  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 JR0065
 JR0065  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0065
 JR0065.The horizontal coordinates were scaled from a topographic map and have
 JR0065.an estimated accuracy of +/- 6 seconds.
 JR0065
 JR0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0065.The vertical order pertains to the NGVD 29 superseded value.
 JR0065
 JR0065.The geoid height was determined by GEOID03.
 JR0065
 JR0065;                    North         East    Units  Estimated Accuracy
 JR0065;SPC NV W     - 4,426,210.      798,330.      MT  (+/- 180 meters Scaled)
 JR0065
 JR0065                          SUPERSEDED SURVEY CONTROL
 JR0065
 JR0065  NGVD 29 (??/??/92) 1257.777  (m)         4126.56   (f) ADJ UNCH    1 2
 JR0065
 JR0065.Superseded values are not recommended for survey control.
 JR0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0065.See file dsdata.txt to determine how the superseded data were derived.
 JR0065
 JR0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC604726(NAD 83)
 JR0065_MARKER: P = PIPE CAP
 JR0065_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0065_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0065_STAMPING: ELEV 4126.671
 JR0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0065
 JR0065  HISTORY     - Date     Condition        Report By
 JR0065  HISTORY     - UNK      MONUMENTED       USGS
 JR0065  HISTORY     - 1940     GOOD             NGS
 JR0065  HISTORY     - 1953     MARK NOT FOUND   NGS
 JR0065
 JR0065                          STATION DESCRIPTION
 JR0065
 JR0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0065'1 MI W FROM THORNE.
 JR0065'ALONG THE SOUTHERN PACIFIC R.R. SPUR LEADING TO U.S. NAVAL BASE.
 JR0065'52 FEET EAST OF CENTER OF TRACK, A STANDARD GEOLOGICAL CAP
 JR0065'RIVETED ON TOP OF A 3 1/2 INCH PIPE 1 FOOT ABOVE THE GROUND AT
 JR0065'A WHITE POST MARKED USBM.
 JR0065
 JR0065                          STATION RECOVERY (1953)
 JR0065
 JR0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 JR0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0110 ***********************************************************************
 JQ0110  DESIGNATION -  E 127
 JQ0110  PID         -  JQ0110
 JQ0110  STATE/COUNTY-  NV/NYE
 JQ0110  USGS QUAD   -  SEYLER PEAK (1971)
 JQ0110
 JQ0110                         *CURRENT SURVEY CONTROL
 JQ0110  ___________________________________________________________________
 JQ0110* NAD 83(1986)-  38 32 35.     (N)    117 10 58.     (W)     SCALED    
 JQ0110* NAVD 88     -      1804.521  (meters)    5920.33   (feet)  ADJUSTED  
 JQ0110  ___________________________________________________________________
 JQ0110  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 JQ0110  DYNAMIC HT  -        1802.570 (meters)    5913.93  (feet)  COMP
 JQ0110  MODELED GRAV-     979,483.2   (mgal)                       NAVD 88
 JQ0110
 JQ0110  VERT ORDER  -  SECOND    CLASS 0
 JQ0110
 JQ0110.The horizontal coordinates were scaled from a topographic map and have
 JQ0110.an estimated accuracy of +/- 6 seconds.
 JQ0110
 JQ0110.The orthometric height was determined by differential leveling
 JQ0110.and adjusted by the National Geodetic Survey in June 1991..
 JQ0110
 JQ0110.The geoid height was determined by GEOID03.
 JQ0110
 JQ0110.The dynamic height is computed by dividing the NAVD 88
 JQ0110.geopotential number by the normal gravity value computed on the
 JQ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0110.degrees latitude (g = 980.6199 gals.).
 JQ0110
 JQ0110.The modeled gravity was interpolated from observed gravity values.
 JQ0110
 JQ0110;                    North         East    Units  Estimated Accuracy
 JQ0110;SPC NV C     - 6,421,000.      455,010.      MT  (+/- 180 meters Scaled)
 JQ0110
 JQ0110                          SUPERSEDED SURVEY CONTROL
 JQ0110
 JQ0110  NGVD 29 (??/??/92) 1803.288  (m)         5916.29   (f) ADJ UNCH    2 0
 JQ0110
 JQ0110.Superseded values are not recommended for survey control.
 JQ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0110.See file dsdata.txt to determine how the superseded data were derived.
 JQ0110
 JQ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC840660(NAD 83)
 JQ0110_MARKER: DB = BENCH MARK DISK
 JQ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0110_STAMPING: E 127 1934
 JQ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0110+STABILITY: SURFACE MOTION
 JQ0110
 JQ0110  HISTORY     - Date     Condition        Report By
 JQ0110  HISTORY     - 1934     MONUMENTED       CGS
 JQ0110  HISTORY     - 1971     GOOD             USGS
 JQ0110
 JQ0110                          STATION DESCRIPTION
 JQ0110
 JQ0110'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JQ0110'9.2 MI SW FROM MANHATTAN.
 JQ0110'ABOUT 6.3 MILES WEST ALONG THE SMOKY VALLEY ROAD FROM THE SCHOOL IN
 JQ0110'MANHATTAN.  MANHATTAN, 6.7 MILES WEST OF.  THENCE 1.9 MILES SOUTH
 JQ0110'ALONG NEVADA STATE HIGHWAY 8A TO A CROSSROADS.  THENCE EAST ON TRACK
 JQ0110'ROAD 0.6 MILES.  20 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A
 JQ0110'STANDARD DISK STAMPED E 127 1934 SET IN THE TOP OF A CONCRETE POST
 JQ0110'PROJECTING 0.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0231 ***********************************************************************
 JQ0231  DESIGNATION -  E 128
 JQ0231  PID         -  JQ0231
 JQ0231  STATE/COUNTY-  NV/NYE
 JQ0231  USGS QUAD   -  MT BUTTE (1987)
 JQ0231
 JQ0231                         *CURRENT SURVEY CONTROL
 JQ0231  ___________________________________________________________________
 JQ0231* NAD 83(1986)-  38 06 15.     (N)    117 17 03.     (W)     SCALED    
 JQ0231* NAVD 88     -      1694.035  (meters)    5557.85   (feet)  ADJUSTED  
 JQ0231  ___________________________________________________________________
 JQ0231  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 JQ0231  DYNAMIC HT  -        1692.175 (meters)    5551.74  (feet)  COMP
 JQ0231  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 JQ0231
 JQ0231  VERT ORDER  -  SECOND    CLASS 0
 JQ0231
 JQ0231.The horizontal coordinates were scaled from a topographic map and have
 JQ0231.an estimated accuracy of +/- 6 seconds.
 JQ0231
 JQ0231.The orthometric height was determined by differential leveling
 JQ0231.and adjusted by the National Geodetic Survey in June 1991..
 JQ0231
 JQ0231.The geoid height was determined by GEOID03.
 JQ0231
 JQ0231.The dynamic height is computed by dividing the NAVD 88
 JQ0231.geopotential number by the normal gravity value computed on the
 JQ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0231.degrees latitude (g = 980.6199 gals.).
 JQ0231
 JQ0231.The modeled gravity was interpolated from observed gravity values.
 JQ0231
 JQ0231;                    North         East    Units  Estimated Accuracy
 JQ0231;SPC NV C     - 6,372,350.      445,850.      MT  (+/- 180 meters Scaled)
 JQ0231
 JQ0231                          SUPERSEDED SURVEY CONTROL
 JQ0231
 JQ0231  NGVD 29 (??/??/92) 1692.851  (m)         5553.96   (f) ADJ UNCH    2 0
 JQ0231
 JQ0231.Superseded values are not recommended for survey control.
 JQ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0231.See file dsdata.txt to determine how the superseded data were derived.
 JQ0231
 JQ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC750174(NAD 83)
 JQ0231_MARKER: DB = BENCH MARK DISK
 JQ0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0231_STAMPING: E-128 1934
 JQ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0231+STABILITY: SURFACE MOTION
 JQ0231
 JQ0231  HISTORY     - Date     Condition        Report By
 JQ0231  HISTORY     - 1934     MONUMENTED       CGS
 JQ0231  HISTORY     - 1938     GOOD             NGS
 JQ0231  HISTORY     - 1958     MARK NOT FOUND   USGS
 JQ0231
 JQ0231                          STATION DESCRIPTION
 JQ0231
 JQ0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JQ0231'4.1 MI NW FROM TONOPAH.
 JQ0231'ALONG A COUNTY ROAD, 2.1 MILES WEST AND 2.0 MILES NORTH OF TONOPAH, 21
 JQ0231'FEET NORTHEAST OF THE CENTER OF THE ROAD.  A STANDARD DISK SET
 JQ0231'HORIZONTAL IN A CONCRETE POST.
 JQ0231
 JQ0231                          STATION RECOVERY (1958)
 JQ0231
 JQ0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JQ0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0001 ***********************************************************************
 JQ0001  DESIGNATION -  E 129
 JQ0001  PID         -  JQ0001
 JQ0001  STATE/COUNTY-  NV/NYE
 JQ0001  USGS QUAD   -  LITTLE FISH LAKE (1968)
 JQ0001
 JQ0001                         *CURRENT SURVEY CONTROL
 JQ0001  ___________________________________________________________________
 JQ0001* NAD 83(1986)-  38 32 07.     (N)    116 27 33.     (W)     SCALED    
 JQ0001* NAVD 88     -      1868.782  (meters)    6131.16   (feet)  ADJUSTED  
 JQ0001  ___________________________________________________________________
 JQ0001  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 JQ0001  DYNAMIC HT  -        1866.708 (meters)    6124.36  (feet)  COMP
 JQ0001  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 JQ0001
 JQ0001  VERT ORDER  -  SECOND    CLASS 0
 JQ0001
 JQ0001.The horizontal coordinates were scaled from a topographic map and have
 JQ0001.an estimated accuracy of +/- 6 seconds.
 JQ0001
 JQ0001.The orthometric height was determined by differential leveling
 JQ0001.and adjusted by the National Geodetic Survey in June 1991..
 JQ0001
 JQ0001.The geoid height was determined by GEOID03.
 JQ0001
 JQ0001.The dynamic height is computed by dividing the NAVD 88
 JQ0001.geopotential number by the normal gravity value computed on the
 JQ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0001.degrees latitude (g = 980.6199 gals.).
 JQ0001
 JQ0001.The modeled gravity was interpolated from observed gravity values.
 JQ0001
 JQ0001;                    North         East    Units  Estimated Accuracy
 JQ0001;SPC NV C     - 6,420,040.      518,090.      MT  (+/- 180 meters Scaled)
 JQ0001
 JQ0001                          SUPERSEDED SURVEY CONTROL
 JQ0001
 JQ0001  NGVD 29 (??/??/92) 1867.568  (m)         6127.18   (f) ADJ UNCH    2 0
 JQ0001
 JQ0001.Superseded values are not recommended for survey control.
 JQ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0001.See file dsdata.txt to determine how the superseded data were derived.
 JQ0001
 JQ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC471653(NAD 83)
 JQ0001_MARKER: DB = BENCH MARK DISK
 JQ0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0001_STAMPING: E 129 1934
 JQ0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0001+STABILITY: SURFACE MOTION
 JQ0001
 JQ0001  HISTORY     - Date     Condition        Report By
 JQ0001  HISTORY     - 1934     MONUMENTED       CGS
 JQ0001  HISTORY     - 1967     MARK NOT FOUND   NGS
 JQ0001
 JQ0001                          STATION DESCRIPTION
 JQ0001
 JQ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0001'7.3 MI W FROM HOT CREEK RANCH.
 JQ0001'ABOUT 7.3 MILES WEST ALONG THE ROAD LEADING TO THE JUNCTION OF THE
 JQ0001'TYBO-MCCANN SUMMIT ROAD FROM THE WILLIAMS RANCH HOUSE AT HOT CREEK
 JQ0001'RANCH, NYE COUNTY, ABOUT 0.8 MILE WEST OF THE PAGE RANCH, ABOUT 0.2
 JQ0001'MILE SOUTHWEST OF A SMALL FENCED ENCLOSURE, 22 FEET SOUTHEAST OF THE
 JQ0001'CENTER LINE OF THE ROAD, 15 FEET NORTHWEST OF THE BASE OF A SMALL ROCK
 JQ0001'OUTCROP, AND 2 FEET NORTH OF A 3-FOOT CAIRN.  A STANDARD DISK, STAMPED
 JQ0001'E 129 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JQ0001
 JQ0001                          STATION RECOVERY (1967)
 JQ0001
 JQ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JQ0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0295 ***********************************************************************
 HQ0295  DESIGNATION -  E 130
 HQ0295  PID         -  HQ0295
 HQ0295  STATE/COUNTY-  NV/ESMERALDA
 HQ0295  USGS QUAD   -  MAGRUDER MTN (1987)
 HQ0295
 HQ0295                         *CURRENT SURVEY CONTROL
 HQ0295  ___________________________________________________________________
 HQ0295* NAD 83(1986)-  37 26 42.     (N)    117 31 28.     (W)     SCALED    
 HQ0295* NAVD 88     -      1989.101  (meters)    6525.91   (feet)  ADJUSTED  
 HQ0295  ___________________________________________________________________
 HQ0295  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 HQ0295  DYNAMIC HT  -        1986.718 (meters)    6518.09  (feet)  COMP
 HQ0295  MODELED GRAV-     979,360.7   (mgal)                       NAVD 88
 HQ0295
 HQ0295  VERT ORDER  -  SECOND    CLASS 0
 HQ0295
 HQ0295.The horizontal coordinates were scaled from a topographic map and have
 HQ0295.an estimated accuracy of +/- 6 seconds.
 HQ0295
 HQ0295.The orthometric height was determined by differential leveling
 HQ0295.and adjusted by the National Geodetic Survey in June 1991..
 HQ0295
 HQ0295.The geoid height was determined by GEOID03.
 HQ0295
 HQ0295.The dynamic height is computed by dividing the NAVD 88
 HQ0295.geopotential number by the normal gravity value computed on the
 HQ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0295.degrees latitude (g = 980.6199 gals.).
 HQ0295
 HQ0295.The modeled gravity was interpolated from observed gravity values.
 HQ0295
 HQ0295;                    North         East    Units  Estimated Accuracy
 HQ0295;SPC NV W     - 4,299,540.      893,690.      MT  (+/- 180 meters Scaled)
 HQ0295
 HQ0295                          SUPERSEDED SURVEY CONTROL
 HQ0295
 HQ0295  NGVD 29 (??/??/92) 1987.920  (m)         6522.03   (f) ADJ UNCH    2 0
 HQ0295
 HQ0295.Superseded values are not recommended for survey control.
 HQ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0295.See file dsdata.txt to determine how the superseded data were derived.
 HQ0295
 HQ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB536443(NAD 83)
 HQ0295_MARKER: DB = BENCH MARK DISK
 HQ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0295_STAMPING: E 130 1934
 HQ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0295+STABILITY: SURFACE MOTION
 HQ0295
 HQ0295  HISTORY     - Date     Condition        Report By
 HQ0295  HISTORY     - 1934     MONUMENTED       CGS
 HQ0295  HISTORY     - 1957     MARK NOT FOUND   NGS
 HQ0295
 HQ0295                          STATION DESCRIPTION
 HQ0295
 HQ0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HQ0295'1.9 MI W FROM LIDA.
 HQ0295'1.9 MILES WEST ALONG THE ROAD LEADING TO BIGPINE, CALIFORNIA,
 HQ0295'FROM LIDA, ESMERALDA COUNTY, AND 16 FEET SOUTHEAST OF THE
 HQ0295'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E 130 1934
 HQ0295'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE ROAD HAS BEEN
 HQ0295'WIDENED AND THE MARK WAS PROBABLY DESTROYED.
 HQ0295
 HQ0295                          STATION RECOVERY (1957)
 HQ0295
 HQ0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 HQ0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0384 ***********************************************************************
 JQ0384  DESIGNATION -  E 131
 JQ0384  PID         -  JQ0384
 JQ0384  STATE/COUNTY-  NV/NYE
 JQ0384  USGS QUAD   -  DOWNEYVILLE (1988)
 JQ0384
 JQ0384                         *CURRENT SURVEY CONTROL
 JQ0384  ___________________________________________________________________
 JQ0384* NAD 83(1986)-  38 58 57.     (N)    117 58 40.     (W)     SCALED    
 JQ0384* NAVD 88     -      1518.476  (meters)    4981.87   (feet)  ADJUSTED  
 JQ0384  ___________________________________________________________________
 JQ0384  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 JQ0384  DYNAMIC HT  -        1516.979 (meters)    4976.96  (feet)  COMP
 JQ0384  MODELED GRAV-     979,588.7   (mgal)                       NAVD 88
 JQ0384
 JQ0384  VERT ORDER  -  FIRST     CLASS II
 JQ0384
 JQ0384.The horizontal coordinates were scaled from a topographic map and have
 JQ0384.an estimated accuracy of +/- 6 seconds.
 JQ0384
 JQ0384.The orthometric height was determined by differential leveling
 JQ0384.and adjusted by the National Geodetic Survey in June 1991..
 JQ0384
 JQ0384.The geoid height was determined by GEOID03.
 JQ0384
 JQ0384.The dynamic height is computed by dividing the NAVD 88
 JQ0384.geopotential number by the normal gravity value computed on the
 JQ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0384.degrees latitude (g = 980.6199 gals.).
 JQ0384
 JQ0384.The modeled gravity was interpolated from observed gravity values.
 JQ0384
 JQ0384;                    North         East    Units  Estimated Accuracy
 JQ0384;SPC NV C     - 6,470,470.      386,400.      MT  (+/- 180 meters Scaled)
 JQ0384
 JQ0384                          SUPERSEDED SURVEY CONTROL
 JQ0384
 JQ0384  NGVD 29 (??/??/92) 1517.398  (m)         4978.33   (f) ADJ UNCH    1 2
 JQ0384
 JQ0384.Superseded values are not recommended for survey control.
 JQ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0384.See file dsdata.txt to determine how the superseded data were derived.
 JQ0384
 JQ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD153152(NAD 83)
 JQ0384_MARKER: DB = BENCH MARK DISK
 JQ0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0384_STAMPING: E 131 1934
 JQ0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0384+STABILITY: SURFACE MOTION
 JQ0384
 JQ0384  HISTORY     - Date     Condition        Report By
 JQ0384  HISTORY     - 1934     MONUMENTED       CGS
 JQ0384  HISTORY     - 1955     GOOD             NGS
 JQ0384  HISTORY     - 1984     GOOD             USGS
 JQ0384
 JQ0384                          STATION DESCRIPTION
 JQ0384
 JQ0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JQ0384'9.0 MI N FROM GABBS.
 JQ0384'0.3 MILE NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JQ0384'THENCE 6.3 MILES NORTH ALONG STATE HIGHWAY 23, THENCE 0.3 MILE
 JQ0384'NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTHWEST ALONG A
 JQ0384'GRADED ROAD, THENCE 1.4 MILES NORTHWEST ALONG A TRACK ROAD, ON THE
 JQ0384'SOUTH SLOPE OF A LONG LOW RIDGE, 23 1/2 FEET SOUTHWEST OF THE CENTER
 JQ0384'LINE OF THE ROAD, 1.9 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL
 JQ0384'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 JQ0384'FOOT ABOVE THE GROUND.
 JQ0384
 JQ0384                          STATION RECOVERY (1984)
 JQ0384
 JQ0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JQ0384'0.3 MILES NORTHEAST ALONG BROADWAY FROM THE POST OFFICE IN GABBS,
 JQ0384'THENCE 6.3 MILES NORTH ALONG STATE HIGHWAY 361, THENCE 0.15 MILE
 JQ0384'NORTHEAST ALONG A GRADED ROAD TO A TRACK ROAD NORTHWEST, THENCE 2.3
 JQ0384'MILES NORTHWEST ALONG TRACK ROAD ON THE SOUTH SLOPE OF A LONG LOW
 JQ0384'RIDGE, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.9 FEET
 JQ0384'NORTHWEST OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 JQ0384'PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0033 ***********************************************************************
 JR0033  DESIGNATION -  E 132
 JR0033  PID         -  JR0033
 JR0033  STATE/COUNTY-  NV/MINERAL
 JR0033  USGS QUAD   -  AURORA (1989)
 JR0033
 JR0033                         *CURRENT SURVEY CONTROL
 JR0033  ___________________________________________________________________
 JR0033* NAD 83(1986)-  38 18 56.     (N)    118 55 45.     (W)     SCALED    
 JR0033* NAVD 88     -      1987.70   (+/-2cm)    6521.3    (feet)  VERTCON   
 JR0033  ___________________________________________________________________
 JR0033  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 JR0033
 JR0033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0033
 JR0033.The horizontal coordinates were scaled from a topographic map and have
 JR0033.an estimated accuracy of +/- 6 seconds.
 JR0033
 JR0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0033.The vertical order pertains to the NGVD 29 superseded value.
 JR0033
 JR0033.The geoid height was determined by GEOID03.
 JR0033
 JR0033;                    North         East    Units  Estimated Accuracy
 JR0033;SPC NV W     - 4,395,680.      769,760.      MT  (+/- 180 meters Scaled)
 JR0033
 JR0033                          SUPERSEDED SURVEY CONTROL
 JR0033
 JR0033  NGVD 29 (??/??/92) 1986.310  (m)         6516.75   (f) ADJ UNCH    2 0
 JR0033
 JR0033.Superseded values are not recommended for survey control.
 JR0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0033.See file dsdata.txt to determine how the superseded data were derived.
 JR0033
 JR0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC313425(NAD 83)
 JR0033_MARKER: DB = BENCH MARK DISK
 JR0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0033_STAMPING: E 132 1934
 JR0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0033+STABILITY: SURFACE MOTION
 JR0033
 JR0033  HISTORY     - Date     Condition        Report By
 JR0033  HISTORY     - 1934     MONUMENTED       CGS
 JR0033  HISTORY     - 1940     GOOD             NGS
 JR0033  HISTORY     - 19841101 MARK NOT FOUND   USGS
 JR0033
 JR0033                          STATION DESCRIPTION
 JR0033
 JR0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0033'30.3 MI NE FROM BRIDGEPORT.
 JR0033'IN MINERAL COUNTY, NEVADA, ABOUT 7 MILES SOUTH ALONG U.S. HIGHWAY
 JR0033'395 FROM BRIDGEPORT, MONO COUNTY, CALIFORNIA, THENCE 23.3 MILES
 JR0033'NORTHEAST ALONG THE ROAD LEADING TO HAWTHORNE, NEVADA, 3.7 MILES
 JR0033'SOUTHWEST OF FLETCHERS STATION, MINERAL COUNTY, NEVADA, ABOUT
 JR0033'200 FEET NORTHEAST OF A PROMINENT GRAY-GREEN ROCK OUTCROP, 20
 JR0033'FEET EAST OF THE TOE OF THE SLOPE OF A CANYON WALL, 30 FEET
 JR0033'WEST OF THE CENTERLINE OF THE ROAD, AND NEAR A WHITE WOODEN
 JR0033'WITNESS POST.  A STANDARD DISK, STAMPED E 132 1934 AND SET IN
 JR0033'THE TOP OF A CONCRETE POST.
 JR0033
 JR0033                          STATION RECOVERY (1984)
 JR0033
 JR0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RCN)
 JR0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR0242 ***********************************************************************
 HR0242  DESIGNATION -  E 133
 HR0242  PID         -  HR0242
 HR0242  STATE/COUNTY-  NV/MINERAL
 HR0242  USGS QUAD   -  MT MONTGOMERY (1994)
 HR0242
 HR0242                         *CURRENT SURVEY CONTROL
 HR0242  ___________________________________________________________________
 HR0242* NAD 83(1986)-  37 59 17.     (N)    118 18 44.     (W)     SCALED    
 HR0242* NAVD 88     -      2123.434  (meters)    6966.63   (feet)  ADJUSTED  
 HR0242  ___________________________________________________________________
 HR0242  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 HR0242  DYNAMIC HT  -        2120.905 (meters)    6958.34  (feet)  COMP
 HR0242  MODELED GRAV-     979,361.8   (mgal)                       NAVD 88
 HR0242
 HR0242  VERT ORDER  -  FIRST     CLASS II
 HR0242
 HR0242.The horizontal coordinates were scaled from a topographic map and have
 HR0242.an estimated accuracy of +/- 6 seconds.
 HR0242
 HR0242.The orthometric height was determined by differential leveling
 HR0242.and adjusted by the National Geodetic Survey in June 1991..
 HR0242
 HR0242.The geoid height was determined by GEOID03.
 HR0242
 HR0242.The dynamic height is computed by dividing the NAVD 88
 HR0242.geopotential number by the normal gravity value computed on the
 HR0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0242.degrees latitude (g = 980.6199 gals.).
 HR0242
 HR0242.The modeled gravity was interpolated from observed gravity values.
 HR0242
 HR0242;                    North         East    Units  Estimated Accuracy
 HR0242;SPC NV W     - 4,359,310.      823,810.      MT  (+/- 180 meters Scaled)
 HR0242
 HR0242                          SUPERSEDED SURVEY CONTROL
 HR0242
 HR0242  NGVD 29 (??/??/92) 2122.045  (m)         6962.08   (f) ADJ UNCH    1 2
 HR0242
 HR0242.Superseded values are not recommended for survey control.
 HR0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0242.See file dsdata.txt to determine how the superseded data were derived.
 HR0242
 HR0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC847053(NAD 83)
 HR0242_MARKER: DB = BENCH MARK DISK
 HR0242_SETTING: 80 = SET IN A BOULDER
 HR0242_SP_SET: BOULDER
 HR0242_STAMPING: E 133 1955
 HR0242_MARK LOGO: CGS   
 HR0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0242+STABILITY: SURFACE MOTION
 HR0242
 HR0242  HISTORY     - Date     Condition        Report By
 HR0242  HISTORY     - 1955     MONUMENTED       CGS
 HR0242  HISTORY     - 1986     GOOD             NGS
 HR0242
 HR0242                          STATION DESCRIPTION
 HR0242
 HR0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HR0242'0.8 MI NE FROM MT MONTGOMERY.
 HR0242'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE BAR AND CAFE
 HR0242'AT MT. MONTGOMERY, AT THE T JUNCTION OF A DIRT ROAD LEADING
 HR0242'NORTHWEST, IN THE TOP OF A 2 1/2- BY 3-FOOT OUTCROP WHICH PROJECTS
 HR0242'2-FEET ABOVE THE GROUND, 185 1/2 FEET NORTHWEST OF THE CENTER LINE
 HR0242'OF THE HIGHWAY, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 HR0242'ABOUT 7 FEET LOWER THAN THE HIGHWAY, AND ABOUT 4 1/2 FEET HIGHER
 HR0242'THAN THE ROAD.
 HR0242
 HR0242                          STATION RECOVERY (1986)
 HR0242
 HR0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0242'RECOVERED IN GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE EXCEPT
 HR0242'ADD--0.6 METER (2.0 FT) SOUTHWEST OF A NEW WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0628 ***********************************************************************
 HQ0628  DESIGNATION -  E 134
 HQ0628  PID         -  HQ0628
 HQ0628  STATE/COUNTY-  NV/ESMERALDA
 HQ0628  USGS QUAD   -  KLONDIKE (1982)
 HQ0628
 HQ0628                         *CURRENT SURVEY CONTROL
 HQ0628  ___________________________________________________________________
 HQ0628* NAD 83(1986)-  37 56 03.     (N)    117 18 04.     (W)     SCALED    
 HQ0628* NAVD 88     -      1514.551  (meters)    4968.99   (feet)  ADJUSTED  
 HQ0628  ___________________________________________________________________
 HQ0628  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 HQ0628  DYNAMIC HT  -        1512.902 (meters)    4963.58  (feet)  COMP
 HQ0628  MODELED GRAV-     979,488.2   (mgal)                       NAVD 88
 HQ0628
 HQ0628  VERT ORDER  -  FIRST     CLASS II
 HQ0628
 HQ0628.The horizontal coordinates were scaled from a topographic map and have
 HQ0628.an estimated accuracy of +/- 6 seconds.
 HQ0628
 HQ0628.The orthometric height was determined by differential leveling
 HQ0628.and adjusted by the National Geodetic Survey in June 1991..
 HQ0628
 HQ0628.The geoid height was determined by GEOID03.
 HQ0628
 HQ0628.The dynamic height is computed by dividing the NAVD 88
 HQ0628.geopotential number by the normal gravity value computed on the
 HQ0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0628.degrees latitude (g = 980.6199 gals.).
 HQ0628
 HQ0628.The modeled gravity was interpolated from observed gravity values.
 HQ0628
 HQ0628;                    North         East    Units  Estimated Accuracy
 HQ0628;SPC NV W     - 4,354,070.      912,710.      MT  (+/- 180 meters Scaled)
 HQ0628
 HQ0628                          SUPERSEDED SURVEY CONTROL
 HQ0628
 HQ0628  NGVD 29 (??/??/92) 1513.439  (m)         4965.34   (f) ADJ UNCH    1 2
 HQ0628
 HQ0628.Superseded values are not recommended for survey control.
 HQ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0628.See file dsdata.txt to determine how the superseded data were derived.
 HQ0628
 HQ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB735985(NAD 83)
 HQ0628_MARKER: DB = BENCH MARK DISK
 HQ0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0628_STAMPING: E 134 1955
 HQ0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0628+STABILITY: SURFACE MOTION
 HQ0628
 HQ0628  HISTORY     - Date     Condition        Report By
 HQ0628  HISTORY     - 1955     MONUMENTED       CGS
 HQ0628
 HQ0628                          STATION DESCRIPTION
 HQ0628
 HQ0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0628'15.7 MI SW FROM TONOPAH.
 HQ0628'2.2 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 HQ0628'TONOPAH, THENCE 13.5 MILES SOUTHWEST ALONG AN ABANDONED TONOPAH
 HQ0628'AND GOLDFIELD RAILROAD BED, 0.35 MILE NORTHWEST OF THE CROSSING
 HQ0628'OF A POWER LINE AND A TELEPHONE LINE, 129 1/2 FEET SOUTHEAST
 HQ0628'OF THE APPROXIMATE CENTER OF A DRY WASH, 85.9 FEET EAST OF THE
 HQ0628'EAST END OF A 2- BY 2-FOOT WOODEN BOX CULVERT (NOW FILLED WITH
 HQ0628'DIRT), 67 FEET NORTHEAST OF AND ACROSS A TRACK ROAD AND DRY
 HQ0628'WASH FROM THE CENTER LINE OF THE RAILROAD BED, 50 1/2 FEET
 HQ0628'NORTHEAST OF AND ACROSS A DRY WASH FROM THE CENTER LINE OF THE
 HQ0628'TRACK ROAD, 26 1/2 FEET NORTHEAST OF THE APPROXIMATE CENTER
 HQ0628'OF A DRY WASH, 2.8 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1
 HQ0628'FOOT LOWER THAN THE RAILROAD BED, AND SET IN THE TOP OF A
 HQ0628'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0357 ***********************************************************************
 HQ0357  DESIGNATION -  E 135
 HQ0357  PID         -  HQ0357
 HQ0357  STATE/COUNTY-  NV/NYE
 HQ0357  USGS QUAD   -  RALSTON (1988)
 HQ0357
 HQ0357                         *CURRENT SURVEY CONTROL
 HQ0357  ___________________________________________________________________
 HQ0357* NAD 83(1986)-  37 34 15.     (N)    117 08 40.     (W)     SCALED    
 HQ0357* NAVD 88     -      1460.211  (meters)    4790.71   (feet)  ADJUSTED  
 HQ0357  ___________________________________________________________________
 HQ0357  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 HQ0357  DYNAMIC HT  -        1458.594 (meters)    4785.40  (feet)  COMP
 HQ0357  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 HQ0357
 HQ0357  VERT ORDER  -  FIRST     CLASS II
 HQ0357
 HQ0357.The horizontal coordinates were scaled from a topographic map and have
 HQ0357.an estimated accuracy of +/- 6 seconds.
 HQ0357
 HQ0357.The orthometric height was determined by differential leveling
 HQ0357.and adjusted by the National Geodetic Survey in June 1991..
 HQ0357
 HQ0357.The geoid height was determined by GEOID03.
 HQ0357
 HQ0357.The dynamic height is computed by dividing the NAVD 88
 HQ0357.geopotential number by the normal gravity value computed on the
 HQ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0357.degrees latitude (g = 980.6199 gals.).
 HQ0357
 HQ0357.The modeled gravity was interpolated from observed gravity values.
 HQ0357
 HQ0357;                    North         East    Units  Estimated Accuracy
 HQ0357;SPC NV C     - 6,313,080.      457,800.      MT  (+/- 180 meters Scaled)
 HQ0357
 HQ0357                          SUPERSEDED SURVEY CONTROL
 HQ0357
 HQ0357  NGVD 29 (??/??/92) 1459.115  (m)         4787.11   (f) ADJ UNCH    1 2
 HQ0357
 HQ0357.Superseded values are not recommended for survey control.
 HQ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0357.See file dsdata.txt to determine how the superseded data were derived.
 HQ0357
 HQ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB872582(NAD 83)
 HQ0357_MARKER: DB = BENCH MARK DISK
 HQ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0357_STAMPING: E 135 1955
 HQ0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0357+STABILITY: SURFACE MOTION
 HQ0357
 HQ0357  HISTORY     - Date     Condition        Report By
 HQ0357  HISTORY     - 1955     MONUMENTED       CGS
 HQ0357
 HQ0357                          STATION DESCRIPTION
 HQ0357
 HQ0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0357'14 MI S FROM GOLDFIELD.
 HQ0357'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE
 HQ0357'AT GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD,
 HQ0357'THENCE 8.4 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS
 HQ0357'AND TONOPAH RAILROAD, 1.1 MILES NORTH OF THE ABANDONED STATION
 HQ0357'RALSTON, 57 FEET EAST OF AND ACROSS A TRACK ROAD FROM THE CENTER
 HQ0357'LINE OF THE RAILROAD BED, 44 1/2 FEET WEST OF THE APPROXIMATE
 HQ0357'CENTER OF A DRY WASH, 2.0 FEET WEST OF A WITNESS POST, ABOUT
 HQ0357'1 1/2 FEET LOWER THAN THE RAILROAD BED, AND SET IN THE TOP OF A
 HQ0357'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0148 ***********************************************************************
 GR0148  DESIGNATION -  E 137
 GR0148  PID         -  GR0148
 GR0148  STATE/COUNTY-  NV/CLARK
 GR0148  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0148
 GR0148                         *CURRENT SURVEY CONTROL
 GR0148  ___________________________________________________________________
 GR0148* NAD 83(1986)-  36 46 04.     (N)    114 12 38.     (W)     SCALED    
 GR0148* NAVD 88     -       521.539  (meters)    1711.08   (feet)  POSTED    
 GR0148  ___________________________________________________________________
 GR0148  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GR0148  DYNAMIC HT  -         521.030 (meters)    1709.41  (feet)  COMP
 GR0148  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 GR0148
 GR0148  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0148
 GR0148.The horizontal coordinates were scaled from a topographic map and have
 GR0148.an estimated accuracy of +/- 6 seconds.
 GR0148
 GR0148.The orthometric height was determined by differential leveling
 GR0148.and adjusted by the National Geodetic Survey in 1992..
 GR0148.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0148.rate of 0.0 thru 1.0 mm/km.
 GR0148
 GR0148.The geoid height was determined by GEOID03.
 GR0148
 GR0148.The dynamic height is computed by dividing the NAVD 88
 GR0148.geopotential number by the normal gravity value computed on the
 GR0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0148.degrees latitude (g = 980.6199 gals.).
 GR0148
 GR0148.The modeled gravity was interpolated from observed gravity values.
 GR0148
 GR0148;                    North         East    Units  Estimated Accuracy
 GR0148;SPC NV E     - 8,224,740.      322,560.      MT  (+/- 180 meters Scaled)
 GR0148
 GR0148                          SUPERSEDED SURVEY CONTROL
 GR0148
 GR0148  NGVD 29 (??/??/92)  520.846  (m)         1708.81   (f) ADJ UNCH    2 0
 GR0148
 GR0148.Superseded values are not recommended for survey control.
 GR0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0148.See file dsdata.txt to determine how the superseded data were derived.
 GR0148
 GR0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA489727(NAD 83)
 GR0148_MARKER: DD = SURVEY DISK
 GR0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0148_STAMPING: SEE TEXT
 GR0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0148+STABILITY: SURFACE MOTION
 GR0148
 GR0148  HISTORY     - Date     Condition        Report By
 GR0148  HISTORY     - 1957     MONUMENTED       NVDH
 GR0148  HISTORY     - 1957     GOOD             NGS
 GR0148  HISTORY     - 1979     GOOD             USGS
 GR0148
 GR0148                          STATION DESCRIPTION
 GR0148
 GR0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0148'8.9 MI W FROM MESQUITE.
 GR0148'8.9 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0148'50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET SOUTH OF A
 GR0148'ROUND BLACK AND WHITE IRON REFERENCE POST, SET IN A CONCRETE POST
 GR0148'FLUSH WITH THE GROUND.  STAMPED DIST 50 FT STA F 168 + 73.44 POT ANGLE
 GR0148'90 O E 137 1957 ELEV 1708.95.
 GR0148
 GR0148                          STATION RECOVERY (1979)
 GR0148
 GR0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0148'FROM THE WEST RIVERSIDE INTERCHANGE ON INTERSTATE HIGHWAY 15, THENCE
 GR0148'1.5 MILES EAST ON INTERSTATE HIGHWAY 15 TO MARK, 50 FEET NORTH OF
 GR0148'CENTER LINE OF THE SOUTH TWO LANES OF THE HIGHWAY, 0.15 MILE WEST OF
 GR0148'A DEEP DRAIN. A N.H.D. BRONZE DISK SET IN A CONCRETE POST FLUSH WITH
 GR0148'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0173 ***********************************************************************
 GR0173  DESIGNATION -  E 138
 GR0173  PID         -  GR0173
 GR0173  STATE/COUNTY-  NV/CLARK
 GR0173  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0173
 GR0173                         *CURRENT SURVEY CONTROL
 GR0173  ___________________________________________________________________
 GR0173* NAD 83(1986)-  36 46 34.     (N)    114 16 42.     (W)     SCALED    
 GR0173* NAVD 88     -       646.575  (meters)    2121.30   (feet)  POSTED    
 GR0173  ___________________________________________________________________
 GR0173  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 GR0173  DYNAMIC HT  -         645.940 (meters)    2119.22  (feet)  COMP
 GR0173  MODELED GRAV-     979,626.2   (mgal)                       NAVD 88
 GR0173
 GR0173  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0173
 GR0173.The horizontal coordinates were scaled from a topographic map and have
 GR0173.an estimated accuracy of +/- 6 seconds.
 GR0173
 GR0173.The orthometric height was determined by differential leveling
 GR0173.and adjusted by the National Geodetic Survey in 1992..
 GR0173.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0173.rate of 0.0 thru 1.0 mm/km.
 GR0173
 GR0173.The geoid height was determined by GEOID03.
 GR0173
 GR0173.The dynamic height is computed by dividing the NAVD 88
 GR0173.geopotential number by the normal gravity value computed on the
 GR0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0173.degrees latitude (g = 980.6199 gals.).
 GR0173
 GR0173.The modeled gravity was interpolated from observed gravity values.
 GR0173
 GR0173;                    North         East    Units  Estimated Accuracy
 GR0173;SPC NV E     - 8,225,580.      316,490.      MT  (+/- 180 meters Scaled)
 GR0173
 GR0173                          SUPERSEDED SURVEY CONTROL
 GR0173
 GR0173  NGVD 29 (??/??/92)  645.880  (m)         2119.02   (f) ADJ UNCH    2 0
 GR0173
 GR0173.Superseded values are not recommended for survey control.
 GR0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0173.See file dsdata.txt to determine how the superseded data were derived.
 GR0173
 GR0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA428734(NAD 83)
 GR0173_MARKER: DD = SURVEY DISK
 GR0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0173_STAMPING: SEE TEXT
 GR0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0173+STABILITY: SURFACE MOTION
 GR0173
 GR0173  HISTORY     - Date     Condition        Report By
 GR0173  HISTORY     - 1957     MONUMENTED       NVDH
 GR0173  HISTORY     - 1957     GOOD             NGS
 GR0173  HISTORY     - 1969     MARK NOT FOUND   USGS
 GR0173  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0173
 GR0173                          STATION DESCRIPTION
 GR0173
 GR0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0173'12.6 MI SW FROM MESQUITE.
 GR0173'12.6 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0173'MESQUITE, AND 15.55 MILES EASTERLY FROM THE JUNCTION WITH STATE ROUTE
 GR0173'12, 0.05 MILES WEST OF THE T ROAD SOUTH TO MORMON MESA V.O.R. 149.68
 GR0173'FEET SOUTH OF THE NORTH ROAD RIGHT-OF-WAY MARKER POST, 50.12 FEET
 GR0173'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN TOP OF 20 INCH
 GR0173'CONCRETE POST FLUSH WITH SURFACE OF GROUND.  STAMPED DIST 50.12 STA X
 GR0173'719 + 89.31 POT ANGLE 90 O BM E 138 1957.
 GR0173
 GR0173                          STATION RECOVERY (1969)
 GR0173
 GR0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GR0173'MARK NOT FOUND.
 GR0173
 GR0173                          STATION RECOVERY (1982)
 GR0173
 GR0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0173'NOT RECOVERED, THE DESCRIBED AREA IS UNDER THE NEW HIGHWAY FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0197 ***********************************************************************
 GR0197  DESIGNATION -  E 139
 GR0197  PID         -  GR0197
 GR0197  STATE/COUNTY-  NV/CLARK
 GR0197  USGS QUAD   -  MOAPA PEAK (1980)
 GR0197
 GR0197                         *CURRENT SURVEY CONTROL
 GR0197  ___________________________________________________________________
 GR0197* NAD 83(1986)-  36 45 18.     (N)    114 22 54.     (W)     SCALED    
 GR0197* NAVD 88     -       626.594  (meters)    2055.75   (feet)  POSTED    
 GR0197  ___________________________________________________________________
 GR0197  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 GR0197  DYNAMIC HT  -         625.980 (meters)    2053.74  (feet)  COMP
 GR0197  MODELED GRAV-     979,630.5   (mgal)                       NAVD 88
 GR0197
 GR0197  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0197
 GR0197.The horizontal coordinates were scaled from a topographic map and have
 GR0197.an estimated accuracy of +/- 6 seconds.
 GR0197
 GR0197.The orthometric height was determined by differential leveling
 GR0197.and adjusted by the National Geodetic Survey in 1992..
 GR0197.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0197.rate of 0.0 thru 1.0 mm/km.
 GR0197
 GR0197.The geoid height was determined by GEOID03.
 GR0197
 GR0197.The dynamic height is computed by dividing the NAVD 88
 GR0197.geopotential number by the normal gravity value computed on the
 GR0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0197.degrees latitude (g = 980.6199 gals.).
 GR0197
 GR0197.The modeled gravity was interpolated from observed gravity values.
 GR0197
 GR0197;                    North         East    Units  Estimated Accuracy
 GR0197;SPC NV E     - 8,223,120.      307,300.      MT  (+/- 180 meters Scaled)
 GR0197
 GR0197                          SUPERSEDED SURVEY CONTROL
 GR0197
 GR0197  NGVD 29 (??/??/92)  625.904  (m)         2053.49   (f) ADJ UNCH    2 0
 GR0197
 GR0197.Superseded values are not recommended for survey control.
 GR0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0197.See file dsdata.txt to determine how the superseded data were derived.
 GR0197
 GR0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA337708(NAD 83)
 GR0197_MARKER: DD = SURVEY DISK
 GR0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0197_STAMPING: SEE TEXT
 GR0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0197+STABILITY: SURFACE MOTION
 GR0197
 GR0197  HISTORY     - Date     Condition        Report By
 GR0197  HISTORY     - 1957     MONUMENTED       NVDH
 GR0197  HISTORY     - 1957     GOOD             NGS
 GR0197  HISTORY     - 1969     MARK NOT FOUND   USGS
 GR0197
 GR0197                          STATION DESCRIPTION
 GR0197
 GR0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0197'18.45 MI SW FROM MESQUITE.
 GR0197'18.45 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0197'MESQUITE, 9.7 MILES EAST FROM THE JUNCTION WITH STATE ROUTE 12, 54
 GR0197'FEET SOUTHWEST OF CONCRETE CULVERT NO. D 410 + 40, 50 FEET SOUTH OF
 GR0197'THE CENTER LINE OF HIGHWAY, 150 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 GR0197'MARKER POST, SET IN A 20 INCH CONCRETE POST.  STAMPED DIST 50.00 STA D
 GR0197'409 + 92.32 POT ANGLE 90 O E 139 1957 ELEV 2053.461.
 GR0197
 GR0197                          STATION RECOVERY (1969)
 GR0197
 GR0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GR0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0231 ***********************************************************************
 GR0231  DESIGNATION -  E 140
 GR0231  PID         -  GR0231
 GR0231  STATE/COUNTY-  NV/CLARK
 GR0231  USGS QUAD   -  OVERTON NW (1983)
 GR0231
 GR0231                         *CURRENT SURVEY CONTROL
 GR0231  ___________________________________________________________________
 GR0231* NAD 83(1986)-  36 42 38.     (N)    114 28 27.     (W)     SCALED    
 GR0231* NAVD 88     -       632.620  (meters)    2075.52   (feet)  POSTED    
 GR0231  ___________________________________________________________________
 GR0231  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 GR0231  DYNAMIC HT  -         632.000 (meters)    2073.49  (feet)  COMP
 GR0231  MODELED GRAV-     979,638.0   (mgal)                       NAVD 88
 GR0231
 GR0231  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0231
 GR0231.The horizontal coordinates were scaled from a topographic map and have
 GR0231.an estimated accuracy of +/- 6 seconds.
 GR0231
 GR0231.The orthometric height was determined by differential leveling
 GR0231.and adjusted by the National Geodetic Survey in 1992..
 GR0231.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0231.rate of 2.1 thru 3.0 mm/km.
 GR0231
 GR0231.The geoid height was determined by GEOID03.
 GR0231
 GR0231.The dynamic height is computed by dividing the NAVD 88
 GR0231.geopotential number by the normal gravity value computed on the
 GR0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0231.degrees latitude (g = 980.6199 gals.).
 GR0231
 GR0231.The modeled gravity was interpolated from observed gravity values.
 GR0231
 GR0231;                    North         East    Units  Estimated Accuracy
 GR0231;SPC NV E     - 8,218,080.      299,090.      MT  (+/- 180 meters Scaled)
 GR0231
 GR0231                          SUPERSEDED SURVEY CONTROL
 GR0231
 GR0231  NGVD 29 (??/??/92)  631.950  (m)         2073.32   (f) ADJ UNCH    2 0
 GR0231
 GR0231.Superseded values are not recommended for survey control.
 GR0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0231.See file dsdata.txt to determine how the superseded data were derived.
 GR0231
 GR0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA256657(NAD 83)
 GR0231_MARKER: DD = SURVEY DISK
 GR0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0231_STAMPING: SEE TEXT
 GR0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0231+STABILITY: SURFACE MOTION
 GR0231
 GR0231  HISTORY     - Date     Condition        Report By
 GR0231  HISTORY     - 1957     MONUMENTED       NVDH
 GR0231  HISTORY     - 1957     GOOD             NGS
 GR0231  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0231
 GR0231                          STATION DESCRIPTION
 GR0231
 GR0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0231'24.35 MI SW FROM MESQUITE.
 GR0231'24.35 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0231'OFFICE IN MESQUITE, 3.8 MILES EAST FROM THE JUNCTION WITH STATE ROUTE
 GR0231'12, 149.98 FEET NORTH OF THE SOUTH RIGHT-OF-WAY MARKER POST, 50.02
 GR0231'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A CONCRETE POST
 GR0231'FLUSH WITH THE GROUND.  STAMPED DIST 50.02 STA D 89 + 96.92 POT ANGLE
 GR0231'90 O E 140 1957.
 GR0231
 GR0231                          STATION RECOVERY (1982)
 GR0231
 GR0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1005 ***********************************************************************
 GR1005  DESIGNATION -  E 141
 GR1005  PID         -  GR1005
 GR1005  STATE/COUNTY-  NV/CLARK
 GR1005  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1005
 GR1005                         *CURRENT SURVEY CONTROL
 GR1005  ___________________________________________________________________
 GR1005* NAD 83(1986)-  36 08 40.     (N)    115 09 53.     (W)     SCALED    
 GR1005* NAVD 88     -       627.14   (+/-2cm)    2057.5    (feet)  VERTCON   
 GR1005  ___________________________________________________________________
 GR1005  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GR1005
 GR1005  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1005
 GR1005.The horizontal coordinates were scaled from a topographic map and have
 GR1005.an estimated accuracy of +/- 6 seconds.
 GR1005
 GR1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1005.The vertical order pertains to the NGVD 29 superseded value.
 GR1005
 GR1005.The geoid height was determined by GEOID03.
 GR1005
 GR1005;                    North         East    Units  Estimated Accuracy
 GR1005;SPC NV E     - 8,154,780.      237,670.      MT  (+/- 180 meters Scaled)
 GR1005
 GR1005                          SUPERSEDED SURVEY CONTROL
 GR1005
 GR1005  NGVD 29 (??/??/92)  626.506  (m)         2055.46   (f) ADJ UNCH    1 2
 GR1005
 GR1005.Superseded values are not recommended for survey control.
 GR1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1005.See file dsdata.txt to determine how the superseded data were derived.
 GR1005
 GR1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA651015(NAD 83)
 GR1005_MARKER: DB = BENCH MARK DISK
 GR1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1005_STAMPING: E 141 1957
 GR1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1005+STABILITY: SURFACE MOTION
 GR1005
 GR1005  HISTORY     - Date     Condition        Report By
 GR1005  HISTORY     - 1957     MONUMENTED       CGS
 GR1005  HISTORY     - 1963     GOOD             NGS
 GR1005  HISTORY     - 1975     MARK NOT FOUND   NGS
 GR1005
 GR1005                          STATION DESCRIPTION
 GR1005
 GR1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1005'2.2 MI S FROM LAS VEGAS.
 GR1005'2.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1005'LAS VEGAS, 3 POLES NORTHEAST OF MILEPOLE 332, 1 1/2 POLES NORTHEAST OF
 GR1005'THE CROSSING OF SAHARA AVENUE, 44.3 FEET NORTHEAST OF THE NORTHEAST
 GR1005'RAIL, 3 1/2 FEET NORTHWEST OF A FENCE, 2.8 FEET NORTH OF A WITNESS
 GR1005'POST, 4 FEET SOUTH OF A TELEPHONE POLE, ABOUT 5 FEET LOWER THAN THE
 GR1005'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 GR1005'THE GROUND.
 GR1005
 GR1005                          STATION RECOVERY (1975)
 GR1005
 GR1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GR1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0300 ***********************************************************************
 LQ0300  DESIGNATION -  E 142
 LQ0300  PID         -  LQ0300
 LQ0300  STATE/COUNTY-  NV/ELKO
 LQ0300  USGS QUAD   -  HALLECK (1971)
 LQ0300
 LQ0300                         *CURRENT SURVEY CONTROL
 LQ0300  ___________________________________________________________________
 LQ0300* NAD 83(1986)-  40 57 39.     (N)    115 27 25.     (W)     SCALED    
 LQ0300* NAVD 88     -      1608.917  (meters)    5278.59   (feet)  ADJUSTED  
 LQ0300  ___________________________________________________________________
 LQ0300  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 LQ0300  DYNAMIC HT  -        1607.586 (meters)    5274.22  (feet)  COMP
 LQ0300  MODELED GRAV-     979,740.9   (mgal)                       NAVD 88
 LQ0300
 LQ0300  VERT ORDER  -  FIRST     CLASS II
 LQ0300
 LQ0300.The horizontal coordinates were scaled from a topographic map and have
 LQ0300.an estimated accuracy of +/- 6 seconds.
 LQ0300
 LQ0300.The orthometric height was determined by differential leveling
 LQ0300.and adjusted by the National Geodetic Survey in June 1991..
 LQ0300
 LQ0300.The geoid height was determined by GEOID03.
 LQ0300
 LQ0300.The dynamic height is computed by dividing the NAVD 88
 LQ0300.geopotential number by the normal gravity value computed on the
 LQ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0300.degrees latitude (g = 980.6199 gals.).
 LQ0300
 LQ0300.The modeled gravity was interpolated from observed gravity values.
 LQ0300
 LQ0300;                    North         East    Units  Estimated Accuracy
 LQ0300;SPC NV E     - 8,689,300.      210,640.      MT  (+/- 180 meters Scaled)
 LQ0300
 LQ0300                          SUPERSEDED SURVEY CONTROL
 LQ0300
 LQ0300  NGVD 29 (??/??/92) 1607.760  (m)         5274.79   (f) ADJ UNCH    1 2
 LQ0300
 LQ0300.Superseded values are not recommended for survey control.
 LQ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0300.See file dsdata.txt to determine how the superseded data were derived.
 LQ0300
 LQ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF298355(NAD 83)
 LQ0300_MARKER: DB = BENCH MARK DISK
 LQ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0300_STAMPING: E 142 1957
 LQ0300_MARK LOGO: CGS   
 LQ0300_PROJECTION: PROJECTING 15 CENTIMETERS
 LQ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0300+STABILITY: SURFACE MOTION
 LQ0300
 LQ0300  HISTORY     - Date     Condition        Report By
 LQ0300  HISTORY     - 1957     MONUMENTED       CGS
 LQ0300  HISTORY     - 1984     GOOD             NGS
 LQ0300
 LQ0300                          STATION DESCRIPTION
 LQ0300
 LQ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0300'19.6 MI NE FROM ELKO.
 LQ0300'19.6 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0300'IDAHO STREETS AT ELKO, 67 FEET SOUTH OF CENTER LINE OF HIGHWAY, 2.1
 LQ0300'FEET NORTH OF FENCE LINE, 4.8 FEET SOUTHWEST OF WITNESS POST, SET IN A
 LQ0300'ROUND CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND SURFACE.
 LQ0300
 LQ0300                          STATION RECOVERY (1984)
 LQ0300
 LQ0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0300'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.15 KM
 LQ0300'(8.85 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE COURTHOUSE AT
 LQ0300'ELKO, THENCE 18.45 (11.45 MI) NORTHEAST ALONG INTERSTATE 80, 0.1 KM
 LQ0300'(0.05 MI) NORTHEAST OF MILEPOST 322, AT THE SOUTHWEST END OF A LONG
 LQ0300'FILL, 21.6 METERS (71 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY
 LQ0300'CENTERLINE AND 39.9 METERS (131 FT) NORTHWEST OF THE SOUTHWEST END OF
 LQ0300'A STEEL PIPE BRACE IN THE RIGHT OF WAY FENCE.
 LQ0300'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 LQ0300'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0279 ***********************************************************************
 MT0279  DESIGNATION -  E 143 RESET
 MT0279  PID         -  MT0279
 MT0279  STATE/COUNTY-  NV/ELKO
 MT0279  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0279
 MT0279                         *CURRENT SURVEY CONTROL
 MT0279  ___________________________________________________________________
 MT0279* NAD 83(1986)-  41 06 48.     (N)    114 46 49.     (W)     SCALED    
 MT0279* NAVD 88     -      1828.16   (meters)    5997.9    (feet)  RESET     
 MT0279  ___________________________________________________________________
 MT0279  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 MT0279
 MT0279  VERT ORDER  -  THIRD
 MT0279
 MT0279.The horizontal coordinates were scaled from a topographic map and have
 MT0279.an estimated accuracy of +/- 6 seconds.
 MT0279
 MT0279.The orthometric height was computed from unverified reset data.
 MT0279
 MT0279.The geoid height was determined by GEOID03.
 MT0279
 MT0279;                    North         East    Units  Estimated Accuracy
 MT0279;SPC NV E     - 8,706,540.      267,440.      MT  (+/- 180 meters Scaled)
 MT0279
 MT0279                          SUPERSEDED SURVEY CONTROL
 MT0279
 MT0279.No superseded survey control is available for this station.
 MT0279
 MT0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF863537(NAD 83)
 MT0279_MARKER: DD = SURVEY DISK
 MT0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0279_STAMPING: E 143 RESET 1965
 MT0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0279+STABILITY: SURFACE MOTION
 MT0279
 MT0279  HISTORY     - Date     Condition        Report By
 MT0279  HISTORY     - 1965     MONUMENTED       NVDH
 MT0279
 MT0279                          STATION DESCRIPTION
 MT0279
 MT0279'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1965
 MT0279'10.4 MI E FROM WELLS.
 MT0279'10.4 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0279'AVENUE AND U. S. HIGHWAY 40 AT WELLS, 130.0 FEET NORTHWEST OF
 MT0279'CENTERLINE OF THE HIGHWAY, 25.6 FEET NORTHWEST OF WITNESS POST, 65.0
 MT0279'FEET EAST OF TELEPHONE LINE, SET IN A ROUND CONCRETE POST PROJECTING 4
 MT0279'INCHES ABOVE GROUND SURFACE.  NOTE-- THE RESET MARK IS 250 FEET LEFT
 MT0279'OF STATION OW 539+00 ON INTERSTATE HIGHWAY 80 AND 30 FEET NORTH OF
 MT0279'CENTERLINE OF OLD HIGHWAY U. S. 40, SET IN A 10 INCH DIAMETER CONCRETE
 MT0279'MONUMENT EXTENDING 0.5 FEET ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0099 ***********************************************************************
 LQ0099  DESIGNATION -  E 144
 LQ0099  PID         -  LQ0099
 LQ0099  STATE/COUNTY-  NV/ELKO
 LQ0099  USGS QUAD   -  PILOT (1982)
 LQ0099
 LQ0099                         *CURRENT SURVEY CONTROL
 LQ0099  ___________________________________________________________________
 LQ0099* NAD 83(1986)-  40 51 41.     (N)    114 13 40.     (W)     SCALED    
 LQ0099* NAVD 88     -      1446.492  (meters)    4745.70   (feet)  ADJUSTED  
 LQ0099  ___________________________________________________________________
 LQ0099  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 LQ0099  DYNAMIC HT  -        1445.364 (meters)    4742.00  (feet)  COMP
 LQ0099  MODELED GRAV-     979,793.6   (mgal)                       NAVD 88
 LQ0099
 LQ0099  VERT ORDER  -  SECOND    CLASS 0
 LQ0099
 LQ0099.The horizontal coordinates were scaled from a topographic map and have
 LQ0099.an estimated accuracy of +/- 6 seconds.
 LQ0099
 LQ0099.The orthometric height was determined by differential leveling
 LQ0099.and adjusted by the National Geodetic Survey in June 1991..
 LQ0099
 LQ0099.The geoid height was determined by GEOID03.
 LQ0099
 LQ0099.The dynamic height is computed by dividing the NAVD 88
 LQ0099.geopotential number by the normal gravity value computed on the
 LQ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0099.degrees latitude (g = 980.6199 gals.).
 LQ0099
 LQ0099.The modeled gravity was interpolated from observed gravity values.
 LQ0099
 LQ0099;                    North         East    Units  Estimated Accuracy
 LQ0099;SPC NV E     - 8,679,140.      314,280.      MT  (+/- 180 meters Scaled)
 LQ0099
 LQ0099                          SUPERSEDED SURVEY CONTROL
 LQ0099
 LQ0099  NGVD 29 (??/??/92) 1445.503  (m)         4742.45   (f) ADJ UNCH    2 0
 LQ0099
 LQ0099.Superseded values are not recommended for survey control.
 LQ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0099.See file dsdata.txt to determine how the superseded data were derived.
 LQ0099
 LQ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF336270(NAD 83)
 LQ0099_MARKER: DB = BENCH MARK DISK
 LQ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0099_STAMPING: E 144 1957
 LQ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0099+STABILITY: SURFACE MOTION
 LQ0099
 LQ0099  HISTORY     - Date     Condition        Report By
 LQ0099  HISTORY     - 1957     MONUMENTED       CGS
 LQ0099  HISTORY     - 1958     GOOD             NGS
 LQ0099
 LQ0099                          STATION DESCRIPTION
 LQ0099
 LQ0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0099'18.3 MI SE FROM OASIS.
 LQ0099'18.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 177.0 FEET
 LQ0099'SOUTHWEST OF CENTERLINE OF HIGHWAY, 8.0 FEET SOUTHEAST OF N.H.D.
 LQ0099'RIGHT-OF-WAY POST, SET IN A ROUND CONCRETE POST PROJECTING 5 INCHES
 LQ0099'ABOVE GROUND SURFACE.
 LQ0099
 LQ0099                          STATION RECOVERY (1958)
 LQ0099
 LQ0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0047 ***********************************************************************
 LS0047  DESIGNATION -  E 145
 LS0047  PID         -  LS0047
 LS0047  STATE/COUNTY-  NV/PERSHING
 LS0047  USGS QUAD   -  RYE PATCH RES SOUTH (1971)
 LS0047
 LS0047                         *CURRENT SURVEY CONTROL
 LS0047  ___________________________________________________________________
 LS0047* NAD 83(1986)-  40 35 08.     (N)    118 15 35.     (W)     SCALED    
 LS0047* NAVD 88     -      1298.739  (meters)    4260.95   (feet)  ADJUSTED  
 LS0047  ___________________________________________________________________
 LS0047  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 LS0047  DYNAMIC HT  -        1297.721 (meters)    4257.61  (feet)  COMP
 LS0047  MODELED GRAV-     979,796.5   (mgal)                       NAVD 88
 LS0047
 LS0047  VERT ORDER  -  FIRST     CLASS II
 LS0047
 LS0047.The horizontal coordinates were scaled from a topographic map and have
 LS0047.an estimated accuracy of +/- 6 seconds.
 LS0047
 LS0047.The orthometric height was determined by differential leveling
 LS0047.and adjusted by the National Geodetic Survey in June 1991..
 LS0047
 LS0047.The geoid height was determined by GEOID03.
 LS0047
 LS0047.The dynamic height is computed by dividing the NAVD 88
 LS0047.geopotential number by the normal gravity value computed on the
 LS0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0047.degrees latitude (g = 980.6199 gals.).
 LS0047
 LS0047.The modeled gravity was interpolated from observed gravity values.
 LS0047
 LS0047;                    North         East    Units  Estimated Accuracy
 LS0047;SPC NV W     - 4,647,680.      827,390.      MT  (+/- 180 meters Scaled)
 LS0047
 LS0047                          SUPERSEDED SURVEY CONTROL
 LS0047
 LS0047  NGVD 29 (??/??/92) 1297.752  (m)         4257.71   (f) ADJ UNCH    1 2
 LS0047
 LS0047.Superseded values are not recommended for survey control.
 LS0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0047.See file dsdata.txt to determine how the superseded data were derived.
 LS0047
 LS0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE933935(NAD 83)
 LS0047_MARKER: DB = BENCH MARK DISK
 LS0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0047_SP_SET: CONCRETE POST
 LS0047_STAMPING: E 145 1957
 LS0047_MARK LOGO: CGS   
 LS0047_PROJECTION: PROJECTING 15 CENTIMETERS
 LS0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0047+STABILITY: SURFACE MOTION
 LS0047
 LS0047  HISTORY     - Date     Condition        Report By
 LS0047  HISTORY     - 1957     MONUMENTED       CGS
 LS0047  HISTORY     - 1986     GOOD             NGS
 LS0047
 LS0047                          STATION DESCRIPTION
 LS0047
 LS0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0047'1.0 MI SW FROM HUMBOLDT HOUSE.
 LS0047'1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE HUMBOLDT HOUSE,
 LS0047'137.0 FEET WEST OF CENTER LINE OF HIGHWAY, 4.0 FEET NORTHWEST OF
 LS0047'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE
 LS0047'GROUND SURFACE.
 LS0047
 LS0047                          STATION RECOVERY (1986)
 LS0047
 LS0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0047'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  27.2 KM (16.9
 LS0047'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 119) IN
 LS0047'OREANA, 0.59 KM (0.37 MI) SOUTHWEST OF MILEPOST 138, 18.9 METERS (62.0
 LS0047'FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES, 25.0 METERS
 LS0047'(82.0 FT) NORTHWEST OF A FENCE.
 LS0047'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LS0047'THE MARK IS 1.0 M BELOW THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0176 ***********************************************************************
 FS0176  DESIGNATION -  E 146
 FS0176  PID         -  FS0176
 FS0176  STATE/COUNTY-  NV/CLARK
 FS0176  USGS QUAD   -  SLOAN (1989)
 FS0176
 FS0176                         *CURRENT SURVEY CONTROL
 FS0176  ___________________________________________________________________
 FS0176* NAD 83(1986)-  35 58 03.     (N)    115 10 57.     (W)     SCALED    
 FS0176* NAVD 88     -       748.355  (meters)    2455.23   (feet)  POSTED    
 FS0176  ___________________________________________________________________
 FS0176  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FS0176  DYNAMIC HT  -         747.580 (meters)    2452.69  (feet)  COMP
 FS0176  MODELED GRAV-     979,567.1   (mgal)                       NAVD 88
 FS0176
 FS0176  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0176
 FS0176.The horizontal coordinates were scaled from a topographic map and have
 FS0176.an estimated accuracy of +/- 6 seconds.
 FS0176
 FS0176.The orthometric height was determined by differential leveling
 FS0176.and adjusted by the National Geodetic Survey in 1992..
 FS0176.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0176.rate of 0.0 thru 1.0 mm/km.
 FS0176
 FS0176.The geoid height was determined by GEOID03.
 FS0176
 FS0176.The dynamic height is computed by dividing the NAVD 88
 FS0176.geopotential number by the normal gravity value computed on the
 FS0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0176.degrees latitude (g = 980.6199 gals.).
 FS0176
 FS0176.The modeled gravity was interpolated from observed gravity values.
 FS0176
 FS0176;                    North         East    Units  Estimated Accuracy
 FS0176;SPC NV E     - 8,135,140.      236,150.      MT  (+/- 180 meters Scaled)
 FS0176
 FS0176                          SUPERSEDED SURVEY CONTROL
 FS0176
 FS0176  NGVD 29 (??/??/92)  747.622  (m)         2452.82   (f) ADJ UNCH    2 0
 FS0176
 FS0176.Superseded values are not recommended for survey control.
 FS0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0176.See file dsdata.txt to determine how the superseded data were derived.
 FS0176
 FS0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV638818(NAD 83)
 FS0176_MARKER: DB = BENCH MARK DISK
 FS0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0176_STAMPING: E 146 1958
 FS0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0176+STABILITY: SURFACE MOTION
 FS0176
 FS0176  HISTORY     - Date     Condition        Report By
 FS0176  HISTORY     - 1958     MONUMENTED       CGS
 FS0176
 FS0176                          STATION DESCRIPTION
 FS0176
 FS0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0176'2.4 MI N FROM SLOAN.
 FS0176'0.05 MILE WEST FROM THE SLOAN SERVICE STATION AND CAFE TO A DIRT
 FS0176'ROAD, (PROPOSED HIGHWAY ROUTE), THENCE 2.4 MILES NORTH ALONG DIRT
 FS0176'ROAD, 202.0 FEET WEST OF CENTER OF ROAD, 6.5 FEET SOUTH OF A
 FS0176'CONCRETE WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING
 FS0176'ABOUT 5 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1287 ***********************************************************************
 KR1287  DESIGNATION -  E 147
 KR1287  PID         -  KR1287
 KR1287  STATE/COUNTY-  NV/WASHOE
 KR1287  USGS QUAD   -  PATRICK (1980)
 KR1287
 KR1287                         *CURRENT SURVEY CONTROL
 KR1287  ___________________________________________________________________
 KR1287* NAD 83(1986)-  39 33 01.     (N)    119 34 30.     (W)     SCALED    
 KR1287* NAVD 88     -      1347.222  (meters)    4420.01   (feet)  ADJUSTED  
 KR1287  ___________________________________________________________________
 KR1287  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 KR1287  DYNAMIC HT  -        1346.016 (meters)    4416.05  (feet)  COMP
 KR1287  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 KR1287
 KR1287  VERT ORDER  -  SECOND    CLASS 0
 KR1287
 KR1287.The horizontal coordinates were scaled from a topographic map and have
 KR1287.an estimated accuracy of +/- 6 seconds.
 KR1287
 KR1287.The orthometric height was determined by differential leveling
 KR1287.and adjusted by the National Geodetic Survey in June 1991..
 KR1287
 KR1287.The geoid height was determined by GEOID03.
 KR1287
 KR1287.The dynamic height is computed by dividing the NAVD 88
 KR1287.geopotential number by the normal gravity value computed on the
 KR1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1287.degrees latitude (g = 980.6199 gals.).
 KR1287
 KR1287.The modeled gravity was interpolated from observed gravity values.
 KR1287
 KR1287;                    North         East    Units  Estimated Accuracy
 KR1287;SPC NV W     - 4,533,150.      714,770.      MT  (+/- 180 meters Scaled)
 KR1287
 KR1287                          SUPERSEDED SURVEY CONTROL
 KR1287
 KR1287  NGVD 29 (??/??/92) 1346.176  (m)         4416.58   (f) ADJ UNCH    2 0
 KR1287
 KR1287.Superseded values are not recommended for survey control.
 KR1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1287.See file dsdata.txt to determine how the superseded data were derived.
 KR1287
 KR1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD787810(NAD 83)
 KR1287_MARKER: DB = BENCH MARK DISK
 KR1287_SETTING: 80 = SET IN A BOULDER
 KR1287_STAMPING: E 147 1958
 KR1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1287+STABILITY: SURFACE MOTION
 KR1287
 KR1287  HISTORY     - Date     Condition        Report By
 KR1287  HISTORY     - 1958     MONUMENTED       CGS
 KR1287
 KR1287                          STATION DESCRIPTION
 KR1287
 KR1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR1287'4.25 MI W FROM 102 RANCH.
 KR1287'4.25 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH, 79.0 FEET
 KR1287'NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 5.7 FEET EAST
 KR1287'OF A CONCRETE WITNESS POST, 1.0 FEET NORTH OF A FENCE LINE, SET IN A
 KR1287'DRILL HOLE IN A BOULDER PROJECTING 4 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0268 ***********************************************************************
 FS0268  DESIGNATION -  E 148
 FS0268  PID         -  FS0268
 FS0268  STATE/COUNTY-  NV/CLARK
 FS0268  USGS QUAD   -  HIGHLAND SPRING (1989)
 FS0268
 FS0268                         *CURRENT SURVEY CONTROL
 FS0268  ___________________________________________________________________
 FS0268* NAD 83(1986)-  35 30 57.     (N)    115 06 13.     (W)     SCALED    
 FS0268* NAVD 88     -      1391.544  (meters)    4565.42   (feet)  POSTED    
 FS0268  ___________________________________________________________________
 FS0268  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FS0268  DYNAMIC HT  -        1389.860 (meters)    4559.90  (feet)  COMP
 FS0268  MODELED GRAV-     979,374.9   (mgal)                       NAVD 88
 FS0268
 FS0268  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0268
 FS0268.The horizontal coordinates were scaled from a topographic map and have
 FS0268.an estimated accuracy of +/- 6 seconds.
 FS0268
 FS0268.The orthometric height was determined by differential leveling
 FS0268.and adjusted by the National Geodetic Survey in 1992..
 FS0268.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0268.rate of 0.0 thru 1.0 mm/km.
 FS0268
 FS0268.The geoid height was determined by GEOID03.
 FS0268
 FS0268.The dynamic height is computed by dividing the NAVD 88
 FS0268.geopotential number by the normal gravity value computed on the
 FS0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0268.degrees latitude (g = 980.6199 gals.).
 FS0268
 FS0268.The modeled gravity was interpolated from observed gravity values.
 FS0268
 FS0268;                    North         East    Units  Estimated Accuracy
 FS0268;SPC NV E     - 8,085,060.      243,510.      MT  (+/- 180 meters Scaled)
 FS0268
 FS0268                          SUPERSEDED SURVEY CONTROL
 FS0268
 FS0268  NGVD 29 (??/??/92) 1390.656  (m)         4562.51   (f) ADJ UNCH    1 2
 FS0268
 FS0268.Superseded values are not recommended for survey control.
 FS0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0268.See file dsdata.txt to determine how the superseded data were derived.
 FS0268
 FS0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV719319(NAD 83)
 FS0268_MARKER: DB = BENCH MARK DISK
 FS0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0268_STAMPING: E 148 1935
 FS0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0268+STABILITY: SURFACE MOTION
 FS0268
 FS0268  HISTORY     - Date     Condition        Report By
 FS0268  HISTORY     - 1935     MONUMENTED       CGS
 FS0268  HISTORY     - 1949     GOOD             NGS
 FS0268  HISTORY     - 19870115 GOOD             USPSQD
 FS0268
 FS0268                          STATION DESCRIPTION
 FS0268
 FS0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0268'10.5 MI E FROM NIPTON.
 FS0268'2.7 MILES EAST ALONG A COUNTY GRADED ROAD FROM THE UNION PACIFIC
 FS0268'RAILROAD STATION AT NIPTON, THENCE 7.8 MILES EAST ALONG NEVADA
 FS0268'STATE HIGHWAY 68, ON THE NORTH SLOPE OF A SMALL RIDGE, 0.7 MILE
 FS0268'EAST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH, ABOUT 125 FEET
 FS0268'SOUTHEAST OF A POINT WHERE THE HIGHWAY CROSSES A WASH, 47 FEET
 FS0268'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.7 FEET WEST OF A
 FS0268'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 FS0268'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FS0268
 FS0268                          STATION RECOVERY (1987)
 FS0268
 FS0268'RECOVERY NOTE BY US POWER SQUADRON 1987 (PI)
 FS0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0133 ***********************************************************************
 FS0133  DESIGNATION -  E 149
 FS0133  PID         -  FS0133
 FS0133  STATE/COUNTY-  NV/CLARK
 FS0133  USGS QUAD   -  KEYHOLE CANYON (1984)
 FS0133
 FS0133                         *CURRENT SURVEY CONTROL
 FS0133  ___________________________________________________________________
 FS0133* NAD 83(1986)-  35 41 30.     (N)    114 57 40.     (W)     SCALED    
 FS0133* NAVD 88     -       767.250  (meters)    2517.22   (feet)  POSTED    
 FS0133  ___________________________________________________________________
 FS0133  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FS0133  DYNAMIC HT  -         766.420 (meters)    2514.50  (feet)  COMP
 FS0133  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 FS0133
 FS0133  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0133
 FS0133.The horizontal coordinates were scaled from a topographic map and have
 FS0133.an estimated accuracy of +/- 6 seconds.
 FS0133
 FS0133.The orthometric height was determined by differential leveling
 FS0133.and adjusted by the National Geodetic Survey in 1992..
 FS0133.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0133.rate of 0.0 thru 1.0 mm/km.
 FS0133
 FS0133.The geoid height was determined by GEOID03.
 FS0133
 FS0133.The dynamic height is computed by dividing the NAVD 88
 FS0133.geopotential number by the normal gravity value computed on the
 FS0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0133.degrees latitude (g = 980.6199 gals.).
 FS0133
 FS0133.The modeled gravity was interpolated from observed gravity values.
 FS0133
 FS0133;                    North         East    Units  Estimated Accuracy
 FS0133;SPC NV E     - 8,104,640.      256,310.      MT  (+/- 180 meters Scaled)
 FS0133
 FS0133                          SUPERSEDED SURVEY CONTROL
 FS0133
 FS0133  NGVD 29 (??/??/92)  766.493  (m)         2514.74   (f) ADJ UNCH    1 1
 FS0133
 FS0133.Superseded values are not recommended for survey control.
 FS0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0133.See file dsdata.txt to determine how the superseded data were derived.
 FS0133
 FS0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV844516(NAD 83)
 FS0133_MARKER: DB = BENCH MARK DISK
 FS0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0133_STAMPING: E 149 1935
 FS0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0133+STABILITY: SURFACE MOTION
 FS0133
 FS0133  HISTORY     - Date     Condition        Report By
 FS0133  HISTORY     - 1935     MONUMENTED       CGS
 FS0133  HISTORY     - 1949     GOOD             NGS
 FS0133  HISTORY     - 1963     GOOD             NGS
 FS0133
 FS0133                          STATION DESCRIPTION
 FS0133
 FS0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0133'17.5 MI N FROM SEARCHLIGHT.
 FS0133'17.5 MILES NORTH ALONG OLD STATE HIGHWAY 5 FROM THE POST OFFICE
 FS0133'AT SEARCHLIGHT, 151 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 FS0133'95, 145 1/2 FEET WEST OF THE NORTHWEST CORNER OF THE WEST CONCRETE
 FS0133'HEAD WALL OF A CORRUGATED METAL PIPE CULVERT UNDER HIGHWAY 95,
 FS0133'92 FEET SOUTHEAST OF A HIGHWAY 95 RIGHT-OF-WAY MARKER POST, 62
 FS0133'FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, 2.0 FEET NORTH OF
 FS0133'A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE OLD HIGHWAY, AND SET
 FS0133'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0133
 FS0133                          STATION RECOVERY (1963)
 FS0133
 FS0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0631 ***********************************************************************
 HQ0631  DESIGNATION -  E 15
 HQ0631  PID         -  HQ0631
 HQ0631  STATE/COUNTY-  NV/ESMERALDA
 HQ0631  USGS QUAD   -  KLONDIKE (1982)
 HQ0631
 HQ0631                         *CURRENT SURVEY CONTROL
 HQ0631  ___________________________________________________________________
 HQ0631* NAD 83(1986)-  37 54 01.     (N)    117 16 04.     (W)     SCALED    
 HQ0631* NAVD 88     -      1502.705  (meters)    4930.12   (feet)  ADJUSTED  
 HQ0631  ___________________________________________________________________
 HQ0631  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 HQ0631  DYNAMIC HT  -        1501.082 (meters)    4924.80  (feet)  COMP
 HQ0631  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 HQ0631
 HQ0631  VERT ORDER  -  FIRST     CLASS II
 HQ0631
 HQ0631.The horizontal coordinates were scaled from a topographic map and have
 HQ0631.an estimated accuracy of +/- 6 seconds.
 HQ0631
 HQ0631.The orthometric height was determined by differential leveling
 HQ0631.and adjusted by the National Geodetic Survey in June 1991..
 HQ0631
 HQ0631.The geoid height was determined by GEOID03.
 HQ0631
 HQ0631.The dynamic height is computed by dividing the NAVD 88
 HQ0631.geopotential number by the normal gravity value computed on the
 HQ0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0631.degrees latitude (g = 980.6199 gals.).
 HQ0631
 HQ0631.The modeled gravity was interpolated from observed gravity values.
 HQ0631
 HQ0631;                    North         East    Units  Estimated Accuracy
 HQ0631;SPC NV W     - 4,350,350.      915,700.      MT  (+/- 180 meters Scaled)
 HQ0631
 HQ0631                          SUPERSEDED SURVEY CONTROL
 HQ0631
 HQ0631  NGVD 29 (??/??/92) 1501.615  (m)         4926.55   (f) ADJ UNCH    1 2
 HQ0631
 HQ0631.Superseded values are not recommended for survey control.
 HQ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0631.See file dsdata.txt to determine how the superseded data were derived.
 HQ0631
 HQ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB764947(NAD 83)
 HQ0631_MARKER: P = PIPE CAP
 HQ0631_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0631_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0631_STAMPING: E 15 4926.631
 HQ0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0631
 HQ0631  HISTORY     - Date     Condition        Report By
 HQ0631  HISTORY     - UNK      MONUMENTED       CGS
 HQ0631  HISTORY     - 1955     GOOD             NGS
 HQ0631
 HQ0631                          STATION DESCRIPTION
 HQ0631
 HQ0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HQ0631'14.2 MI N FROM GOLDFIELD.
 HQ0631'9.9 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0631'AT GOLDFIELD, THENCE 0.3 MILE WEST ALONG A TRACK ROAD, THENCE
 HQ0631'4.0 MILES NORTHWEST ALONG AN ABANDONED TONOPAH AND GOLDFIELD
 HQ0631'RAILROAD BED, 0.5 MILE NORTHWEST OF THE ABANDONED STATION AT
 HQ0631'KLONDYKE, 50 FEET SOUTHWEST OF AND ACROSS THE RAILROAD BED
 HQ0631'FROM THE CENTER LINE OF A TRACK ROAD, 41 1/2 FEET SOUTHWEST
 HQ0631'OF THE CENTER LINE OF THE RAILROAD BED, 2.2 FEET SOUTHEAST OF
 HQ0631'A WITNESS POST, AND SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 HQ0631'PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0211 ***********************************************************************
 FS0211  DESIGNATION -  E 150
 FS0211  PID         -  FS0211
 FS0211  STATE/COUNTY-  NV/CLARK
 FS0211  USGS QUAD   -  JEAN (1989)
 FS0211
 FS0211                         *CURRENT SURVEY CONTROL
 FS0211  ___________________________________________________________________
 FS0211* NAD 83(1986)-  35 46 34.     (N)    115 19 03.     (W)     SCALED    
 FS0211* NAVD 88     -       875.415  (meters)    2872.09   (feet)  POSTED    
 FS0211  ___________________________________________________________________
 FS0211  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FS0211  DYNAMIC HT  -         874.450 (meters)    2868.92  (feet)  COMP
 FS0211  MODELED GRAV-     979,503.1   (mgal)                       NAVD 88
 FS0211
 FS0211  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0211
 FS0211.The horizontal coordinates were scaled from a topographic map and have
 FS0211.an estimated accuracy of +/- 6 seconds.
 FS0211
 FS0211.The orthometric height was determined by differential leveling
 FS0211.and adjusted by the National Geodetic Survey in 1992..
 FS0211.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0211.rate of 1.1 thru 2.0 mm/km.
 FS0211
 FS0211.The geoid height was determined by GEOID03.
 FS0211
 FS0211.The dynamic height is computed by dividing the NAVD 88
 FS0211.geopotential number by the normal gravity value computed on the
 FS0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0211.degrees latitude (g = 980.6199 gals.).
 FS0211
 FS0211.The modeled gravity was interpolated from observed gravity values.
 FS0211
 FS0211;                    North         East    Units  Estimated Accuracy
 FS0211;SPC NV E     - 8,113,860.      224,030.      MT  (+/- 180 meters Scaled)
 FS0211
 FS0211                          SUPERSEDED SURVEY CONTROL
 FS0211
 FS0211  NGVD 29 (??/??/92)  874.620  (m)         2869.48   (f) ADJ UNCH    1 2
 FS0211
 FS0211.Superseded values are not recommended for survey control.
 FS0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0211.See file dsdata.txt to determine how the superseded data were derived.
 FS0211
 FS0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV520604(NAD 83)
 FS0211_MARKER: DB = BENCH MARK DISK
 FS0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0211_SP_SET: PLATFORM
 FS0211_STAMPING: E 150 1935
 FS0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0211
 FS0211  HISTORY     - Date     Condition        Report By
 FS0211  HISTORY     - 1935     MONUMENTED       CGS
 FS0211  HISTORY     - 1949     GOOD             NGS
 FS0211  HISTORY     - 1955     GOOD             NGS
 FS0211  HISTORY     - 19870512 GOOD             USPSQD
 FS0211
 FS0211                          STATION DESCRIPTION
 FS0211
 FS0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0211'AT JEAN.
 FS0211'AT JEAN, 26.3 FEET SOUTH OF THE SOUTHWEST CORNER OF THE UNION
 FS0211'PACIFIC RAILROAD STATION, IN THE TOP OF THE NORTHWEST CORNER OF
 FS0211'A 12-BY-12-FOOT CONCRETE PUMP PLATFORM, 16.5 FEET EAST OF THE
 FS0211'EAST RAIL, AND ABOUT LEVEL WITH THE TRACK.
 FS0211
 FS0211                          STATION RECOVERY (1955)
 FS0211
 FS0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0211'RECOVERED IN GOOD CONDITION.
 FS0211
 FS0211                          STATION RECOVERY (1987)
 FS0211
 FS0211'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 FS0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0775 ***********************************************************************
 HQ0775  DESIGNATION -  E 16
 HQ0775  PID         -  HQ0775
 HQ0775  STATE/COUNTY-  NV/NYE
 HQ0775  USGS QUAD   -  SPRINGDALE SW (1986)
 HQ0775
 HQ0775                         *CURRENT SURVEY CONTROL
 HQ0775  ___________________________________________________________________
 HQ0775* NAD 83(1986)-  37 07 20.     (N)    116 54 03.     (W)     SCALED    
 HQ0775* NAVD 88     -      1220.007  (meters)    4002.64   (feet)  POSTED    
 HQ0775  ___________________________________________________________________
 HQ0775  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 HQ0775  DYNAMIC HT  -        1218.690 (meters)    3998.32  (feet)  COMP
 HQ0775  MODELED GRAV-     979,509.4   (mgal)                       NAVD 88
 HQ0775
 HQ0775  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HQ0775
 HQ0775.The horizontal coordinates were scaled from a topographic map and have
 HQ0775.an estimated accuracy of +/- 6 seconds.
 HQ0775
 HQ0775.The orthometric height was determined by differential leveling
 HQ0775.and adjusted by the National Geodetic Survey in 1992..
 HQ0775.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HQ0775.rate of 0.0 thru 1.0 mm/km.
 HQ0775
 HQ0775.The geoid height was determined by GEOID03.
 HQ0775
 HQ0775.The dynamic height is computed by dividing the NAVD 88
 HQ0775.geopotential number by the normal gravity value computed on the
 HQ0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0775.degrees latitude (g = 980.6199 gals.).
 HQ0775
 HQ0775.The modeled gravity was interpolated from observed gravity values.
 HQ0775
 HQ0775;                    North         East    Units  Estimated Accuracy
 HQ0775;SPC NV C     - 6,263,220.      479,190.      MT  (+/- 180 meters Scaled)
 HQ0775
 HQ0775                          SUPERSEDED SURVEY CONTROL
 HQ0775
 HQ0775.No superseded survey control is available for this station.
 HQ0775
 HQ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB088084(NAD 83)
 HQ0775_MARKER: DB = BENCH MARK DISK
 HQ0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0775_STAMPING: 3999.460
 HQ0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0775+STABILITY: SURFACE MOTION
 HQ0775
 HQ0775  HISTORY     - Date     Condition        Report By
 HQ0775  HISTORY     - UNK      MONUMENTED       CGS
 HQ0775  HISTORY     - 1952     GOOD             NGS
 HQ0775
 HQ0775                          STATION DESCRIPTION
 HQ0775
 HQ0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0775'15.5 MI S FROM BONNIE CLAIRE.
 HQ0775'15.5 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED BULLFROG
 HQ0775'GOLDFIELD RAILROAD FROM THE OLD RAILROAD STOP BONNIE CLAIRE,
 HQ0775'NYE COUNTY, 10 FEET NORTH OF MILEPOST 192, AND 20 FEET WEST
 HQ0775'OF THE ROAD ALONG THE OLD ROADBED.  A STANDARD DISK, STAMPED
 HQ0775'3999.460 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 HQ0775'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0058 ***********************************************************************
 GR0058  DESIGNATION -  E 160
 GR0058  PID         -  GR0058
 GR0058  STATE/COUNTY-  NV/CLARK
 GR0058  USGS QUAD   -  OVERTON NW (1983)
 GR0058
 GR0058                         *CURRENT SURVEY CONTROL
 GR0058  ___________________________________________________________________
 GR0058* NAD 83(1986)-  36 43 54.     (N)    114 26 14.     (W)     SCALED    
 GR0058* NAVD 88     -       617.486  (meters)    2025.87   (feet)  ADJUSTED  
 GR0058  ___________________________________________________________________
 GR0058  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 GR0058  DYNAMIC HT  -         616.885 (meters)    2023.90  (feet)  COMP
 GR0058  MODELED GRAV-     979,639.6   (mgal)                       NAVD 88
 GR0058
 GR0058  VERT ORDER  -  FIRST     CLASS I
 GR0058
 GR0058.The horizontal coordinates were scaled from a topographic map and have
 GR0058.an estimated accuracy of +/- 6 seconds.
 GR0058
 GR0058.The orthometric height was determined by differential leveling
 GR0058.and adjusted by the National Geodetic Survey in June 1991..
 GR0058
 GR0058.The geoid height was determined by GEOID03.
 GR0058
 GR0058.The dynamic height is computed by dividing the NAVD 88
 GR0058.geopotential number by the normal gravity value computed on the
 GR0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0058.degrees latitude (g = 980.6199 gals.).
 GR0058
 GR0058.The modeled gravity was interpolated from observed gravity values.
 GR0058
 GR0058;                    North         East    Units  Estimated Accuracy
 GR0058;SPC NV E     - 8,220,470.      302,370.      MT  (+/- 180 meters Scaled)
 GR0058
 GR0058                          SUPERSEDED SURVEY CONTROL
 GR0058
 GR0058  NGVD 29 (??/??/92)  616.801  (m)         2023.62   (f) ADJ UNCH    1 1
 GR0058
 GR0058.Superseded values are not recommended for survey control.
 GR0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0058.See file dsdata.txt to determine how the superseded data were derived.
 GR0058
 GR0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA288681(NAD 83)
 GR0058_MARKER: DB = BENCH MARK DISK
 GR0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0058_STAMPING: E 160 1935
 GR0058_MARK LOGO: CGS   
 GR0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0058+STABILITY: SURFACE MOTION
 GR0058
 GR0058  HISTORY     - Date     Condition        Report By
 GR0058  HISTORY     - 1935     MONUMENTED       CGS
 GR0058  HISTORY     - 1957     GOOD             NGS
 GR0058  HISTORY     - 1979     GOOD             USGS
 GR0058  HISTORY     - 1979     GOOD             USGS
 GR0058  HISTORY     - 1982     GOOD             NGS
 GR0058
 GR0058                          STATION DESCRIPTION
 GR0058
 GR0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GR0058'9.4 MI NE FROM GLENDALE.
 GR0058'9.0 MILES NORTHEAST ALONG U. S. HIGHWAY 91 FROM GLENDALE, CLARK
 GR0058'COUNTY, 0.3 MILE EAST OF AN AIR-BEACON, 0.1 MILE SOUTHWEST OF A TRAIL
 GR0058'LEADING NORTHWEST, DIRECTLY ACROSS THE HIGHWAY FROM THE NORTH END OF A
 GR0058'BORROW PIT, 64 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 GR0058'WEST OF A 5-INCH TRIANGULAR CONCRETE POST PROJECTING 2 FEET ABOVE THE
 GR0058'GROUND.  A STANDARD DISK, STAMPED E 160 1935 AND SET IN THE TOP OF A
 GR0058'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 GR0058
 GR0058                          STATION RECOVERY (1957)
 GR0058
 GR0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GR0058'RECOVERED IN GOOD CONDITION.
 GR0058
 GR0058                          STATION RECOVERY (1979)
 GR0058
 GR0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0058'INTERSTATE 15 AND EXIT 100 (CARP, ELGIN) 0.2 MILE SW ALONG ABANDONED
 GR0058'HIGHWAY 91. 64 FEET SOUTH CENTERLINE OF ROAD. 3 FEET WEST OF
 GR0058'TRIANGULAR CONCRETE WITNESS POST. A STANDARD USC AND GS TABLET
 GR0058'STAMPED E 160 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GR0058'0.4 FEET ABOVE GROUND.
 GR0058
 GR0058                          STATION RECOVERY (1979)
 GR0058
 GR0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0058'INTERSTATE 15 AND EXIT 100 (CARP, ELGIN) 0.2 MILE SW ALONG ABANDONED
 GR0058'HIGHWAY 91. 64 FEET SOUTH CENTERLINE OF ROAD. 3 FEET WEST OF
 GR0058'TRIANGULAR CONCRETE WITNESS POST. A STANDARD USC AND GS TABLET
 GR0058'STAMPED E 160 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GR0058'0.4 FEET ABOVE GROUND.
 GR0058
 GR0058                          STATION RECOVERY (1982)
 GR0058
 GR0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0058'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0058'11.4 KM (7.1 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR0058'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, THENCE 0.15 KM (0.1
 GR0058'MI) SOUTHEAST ACROSS COUNTRY TO THE OLD ABANDON HIGHWAY, THENCE 3.3 KM
 GR0058'(2.05 MI) NORTHEAST ALONG THE OLD HIGHWAY, 0.2 KM (0.1 MI) SOUTHWEST
 GR0058'OF THE T JUNCTION OF A DIRT ROAD LEADING NORTHWEST TO THE CARP-ELGIN
 GR0058'INTERSTATE 15 INTERCHANGE, 19.5 METERS (64 FT) SOUTHEAST OF THE CENTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0741 ***********************************************************************
 GR0741  DESIGNATION -  E 162
 GR0741  PID         -  GR0741
 GR0741  STATE/COUNTY-  NV/CLARK
 GR0741  USGS QUAD   -  FARRIER (1969)
 GR0741
 GR0741                         *CURRENT SURVEY CONTROL
 GR0741  ___________________________________________________________________
 GR0741* NAD 83(1986)-  36 45 52.     (N)    114 38 22.     (W)     SCALED    
 GR0741* NAVD 88     -       526.885  (meters)    1728.62   (feet)  ADJUSTED  
 GR0741  ___________________________________________________________________
 GR0741  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 GR0741  DYNAMIC HT  -         526.381 (meters)    1726.97  (feet)  COMP
 GR0741  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 GR0741
 GR0741  VERT ORDER  -  FIRST     CLASS I
 GR0741
 GR0741.The horizontal coordinates were scaled from a topographic map and have
 GR0741.an estimated accuracy of +/- 6 seconds.
 GR0741
 GR0741.The orthometric height was determined by differential leveling
 GR0741.and adjusted by the National Geodetic Survey in June 1991..
 GR0741.WARNING-Repeat measurements at this control monument indicate possible
 GR0741.vertical movement.
 GR0741
 GR0741.The geoid height was determined by GEOID03.
 GR0741
 GR0741.The dynamic height is computed by dividing the NAVD 88
 GR0741.geopotential number by the normal gravity value computed on the
 GR0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0741.degrees latitude (g = 980.6199 gals.).
 GR0741
 GR0741.The modeled gravity was interpolated from observed gravity values.
 GR0741
 GR0741;                    North         East    Units  Estimated Accuracy
 GR0741;SPC NV E     - 8,223,910.      284,270.      MT  (+/- 180 meters Scaled)
 GR0741
 GR0741                          SUPERSEDED SURVEY CONTROL
 GR0741
 GR0741  NGVD 29 (??/??/92)  526.212  (m)         1726.41   (f) ADJ UNCH    1 1
 GR0741
 GR0741.Superseded values are not recommended for survey control.
 GR0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0741.See file dsdata.txt to determine how the superseded data were derived.
 GR0741
 GR0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA106713(NAD 83)
 GR0741_MARKER: DB = BENCH MARK DISK
 GR0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0741_STAMPING: E 162 1935
 GR0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0741+STABILITY: SURFACE MOTION
 GR0741
 GR0741  HISTORY     - Date     Condition        Report By
 GR0741  HISTORY     - 1935     MONUMENTED       CGS
 GR0741  HISTORY     - 1949     GOOD             NGS
 GR0741  HISTORY     - 1970     GOOD             NGS
 GR0741
 GR0741                          STATION DESCRIPTION
 GR0741
 GR0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0741'6.9 MI N FROM MOAPA.
 GR0741'6.9 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0741'MOAPA, AT THE NORTH END OF A LONG FILL, 12 1/2 POLES SOUTH OF MILEPOLE
 GR0741'390, IN LINE WITH A ROW OF TELEPHONE POLES, 11 RAILS SOUTH OF A POWER
 GR0741'UNIT FOR A SIGNAL, 43.4 FEET EAST OF THE EAST RAIL, 8 FEET NORTH OF A
 GR0741'TELEPHONE POLE, 3.5 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 2 FEET
 GR0741'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GR0741'0.3 FOOT ABOVE THE GROUND.
 GR0741
 GR0741                          STATION RECOVERY (1970)
 GR0741
 GR0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GR0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0268 ***********************************************************************
 GR0268  DESIGNATION -  E 163
 GR0268  PID         -  GR0268
 GR0268  STATE/COUNTY-  NV/CLARK
 GR0268  USGS QUAD   -  OVERTON BEACH (1983)
 GR0268
 GR0268                         *CURRENT SURVEY CONTROL
 GR0268  ___________________________________________________________________
 GR0268* NAD 83(1986)-  36 27 45.     (N)    114 16 13.     (W)     SCALED    
 GR0268* NAVD 88     -       493.878  (meters)    1620.33   (feet)  POSTED    
 GR0268  ___________________________________________________________________
 GR0268  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 GR0268  DYNAMIC HT  -         493.400 (meters)    1618.76  (feet)  COMP
 GR0268  MODELED GRAV-     979,650.7   (mgal)                       NAVD 88
 GR0268
 GR0268  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0268
 GR0268.The horizontal coordinates were scaled from a topographic map and have
 GR0268.an estimated accuracy of +/- 6 seconds.
 GR0268
 GR0268.The orthometric height was determined by differential leveling
 GR0268.and adjusted by the National Geodetic Survey in 1992..
 GR0268.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0268.rate of 1.1 thru 2.0 mm/km.
 GR0268
 GR0268.The geoid height was determined by GEOID03.
 GR0268
 GR0268.The dynamic height is computed by dividing the NAVD 88
 GR0268.geopotential number by the normal gravity value computed on the
 GR0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0268.degrees latitude (g = 980.6199 gals.).
 GR0268
 GR0268.The modeled gravity was interpolated from observed gravity values.
 GR0268
 GR0268;                    North         East    Units  Estimated Accuracy
 GR0268;SPC NV E     - 8,190,790.      317,690.      MT  (+/- 180 meters Scaled)
 GR0268
 GR0268                          SUPERSEDED SURVEY CONTROL
 GR0268
 GR0268  NGVD 29 (??/??/92)  493.215  (m)         1618.16   (f) ADJ UNCH    1 1
 GR0268
 GR0268.Superseded values are not recommended for survey control.
 GR0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0268.See file dsdata.txt to determine how the superseded data were derived.
 GR0268
 GR0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA446387(NAD 83)
 GR0268_MARKER: DB = BENCH MARK DISK
 GR0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0268_STAMPING: E 163 1935
 GR0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0268+STABILITY: SURFACE MOTION
 GR0268
 GR0268  HISTORY     - Date     Condition        Report By
 GR0268  HISTORY     - 1935     MONUMENTED       CGS
 GR0268  HISTORY     - 1950     GOOD             NGS
 GR0268
 GR0268                          STATION DESCRIPTION
 GR0268
 GR0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0268'36.5 MI S FROM RIVERSIDE.
 GR0268'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0268'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0268'THENCE 9.4 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY
 GR0268'ROAD, ABOUT 65 YARDS NORTH OF THE SOUTH EDGE OF A MESA, 21 FEET NORTH
 GR0268'OF THE CENTER LINE OF THE ROAD, 3.8 FEET WEST OF A WITNESS POST, ABOUT
 GR0268'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GR0268'1.0 FOOT ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0007 ***********************************************************************
 GR0007  DESIGNATION -  E 164
 GR0007  PID         -  GR0007
 GR0007  STATE/COUNTY-  NV/CLARK
 GR0007  USGS QUAD   -  OVERTON (1983)
 GR0007
 GR0007                         *CURRENT SURVEY CONTROL
 GR0007  ___________________________________________________________________
 GR0007* NAD 83(1986)-  36 31 04.     (N)    114 22 39.     (W)     SCALED    
 GR0007* NAVD 88     -       576.595  (meters)    1891.71   (feet)  POSTED    
 GR0007  ___________________________________________________________________
 GR0007  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GR0007  DYNAMIC HT  -         576.020 (meters)    1889.83  (feet)  COMP
 GR0007  MODELED GRAV-     979,622.4   (mgal)                       NAVD 88
 GR0007
 GR0007  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0007
 GR0007.The horizontal coordinates were scaled from a topographic map and have
 GR0007.an estimated accuracy of +/- 6 seconds.
 GR0007
 GR0007.The orthometric height was determined by differential leveling
 GR0007.and adjusted by the National Geodetic Survey in 1992..
 GR0007.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0007.rate of 0.0 thru 1.0 mm/km.
 GR0007
 GR0007.The geoid height was determined by GEOID03.
 GR0007
 GR0007.The dynamic height is computed by dividing the NAVD 88
 GR0007.geopotential number by the normal gravity value computed on the
 GR0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0007.degrees latitude (g = 980.6199 gals.).
 GR0007
 GR0007.The modeled gravity was interpolated from observed gravity values.
 GR0007
 GR0007;                    North         East    Units  Estimated Accuracy
 GR0007;SPC NV E     - 8,196,800.      308,000.      MT  (+/- 180 meters Scaled)
 GR0007
 GR0007                          SUPERSEDED SURVEY CONTROL
 GR0007
 GR0007  NGVD 29 (??/??/92)  575.938  (m)         1889.56   (f) ADJ UNCH    1 1
 GR0007
 GR0007.Superseded values are not recommended for survey control.
 GR0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0007.See file dsdata.txt to determine how the superseded data were derived.
 GR0007
 GR0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA348445(NAD 83)
 GR0007_MARKER: DB = BENCH MARK DISK
 GR0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0007_STAMPING: E 164 1935
 GR0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0007+STABILITY: SURFACE MOTION
 GR0007
 GR0007  HISTORY     - Date     Condition        Report By
 GR0007  HISTORY     - 1935     MONUMENTED       CGS
 GR0007  HISTORY     - 1950     GOOD             NGS
 GR0007  HISTORY     - 1970     GOOD             NGS
 GR0007  HISTORY     - 1979     GOOD             USGS
 GR0007
 GR0007                          STATION DESCRIPTION
 GR0007
 GR0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0007'9.2 MI E FROM OVERTON.
 GR0007'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT OVERTON
 GR0007'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3 MILES NORTH
 GR0007'ALONG A GRADED ROAD, THENCE 2.7 MILES NORTHEAST ALONG A TRACK ROAD,
 GR0007'THENCE 4.9 MILES SOUTHEAST ACROSS MORMON MESA, ABOUT 0.4 MILE
 GR0007'NORTHEAST OF THE WEST RIM, 10 FEET NORTHEAST OF THE CENTER LINE OF A
 GR0007'DIM TRACK ROAD, 3.5 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP
 GR0007'OF A CONCRETE POST PROJECTING 1.4 FOOT ABOVE THE GROUND.
 GR0007
 GR0007                          STATION RECOVERY (1970)
 GR0007
 GR0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GR0007'RECOVERED IN GOOD CONDITION.
 GR0007
 GR0007                          STATION RECOVERY (1979)
 GR0007
 GR0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0007'OVERTON POST OFFICE, 4 MI NORTH AND EAST ALONG ROAD TO MORMON MESA.
 GR0007'THENCE 5.35 MI SE ALONG TRACK RD ON MORMON MESA, 10 FT E OF CENTER
 GR0007'LINE OF TRACK RD., 3.5 FT NORTH OF A WITNESS POST, SET IN THE TOP OF
 GR0007'A CONCRETE POST. STANDARD TABLET STAMPED E 164 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0033 ***********************************************************************
 GR0033  DESIGNATION -  E 165
 GR0033  PID         -  GR0033
 GR0033  STATE/COUNTY-  NV/CLARK
 GR0033  USGS QUAD   -  OVERTON (1983)
 GR0033
 GR0033                         *CURRENT SURVEY CONTROL
 GR0033  ___________________________________________________________________
 GR0033* NAD 83(1986)-  36 32 37.     (N)    114 26 36.     (W)     SCALED    
 GR0033* NAVD 88     -       385.114  (meters)    1263.49   (feet)  POSTED    
 GR0033  ___________________________________________________________________
 GR0033  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 GR0033  DYNAMIC HT  -         384.740 (meters)    1262.27  (feet)  COMP
 GR0033  MODELED GRAV-     979,656.5   (mgal)                       NAVD 88
 GR0033
 GR0033  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0033
 GR0033.The horizontal coordinates were scaled from a topographic map and have
 GR0033.an estimated accuracy of +/- 6 seconds.
 GR0033
 GR0033.The orthometric height was determined by differential leveling
 GR0033.and adjusted by the National Geodetic Survey in 1992..
 GR0033.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0033.rate of 0.0 thru 1.0 mm/km.
 GR0033
 GR0033.The geoid height was determined by GEOID03.
 GR0033
 GR0033.The dynamic height is computed by dividing the NAVD 88
 GR0033.geopotential number by the normal gravity value computed on the
 GR0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0033.degrees latitude (g = 980.6199 gals.).
 GR0033
 GR0033.The modeled gravity was interpolated from observed gravity values.
 GR0033
 GR0033;                    North         East    Units  Estimated Accuracy
 GR0033;SPC NV E     - 8,199,590.      302,070.      MT  (+/- 180 meters Scaled)
 GR0033
 GR0033                          SUPERSEDED SURVEY CONTROL
 GR0033
 GR0033  NGVD 29 (??/??/92)  384.461  (m)         1261.35   (f) ADJ UNCH    1 1
 GR0033
 GR0033.Superseded values are not recommended for survey control.
 GR0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0033.See file dsdata.txt to determine how the superseded data were derived.
 GR0033
 GR0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA288472(NAD 83)
 GR0033_MARKER: DB = BENCH MARK DISK
 GR0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0033_STAMPING: E 165 1935
 GR0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0033+STABILITY: SURFACE MOTION
 GR0033
 GR0033  HISTORY     - Date     Condition        Report By
 GR0033  HISTORY     - 1935     MONUMENTED       CGS
 GR0033  HISTORY     - 1949     GOOD             NGS
 GR0033  HISTORY     - 1950     MARK NOT FOUND   NGS
 GR0033
 GR0033                          STATION DESCRIPTION
 GR0033
 GR0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0033'IN OVERTON.
 GR0033'AT OVERTON, 0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH
 GR0033'SCHOOL, THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, AT THE DESERT
 GR0033'INN CAFE, 20.7 FEET NORTHEAST OF THE SOUTHEAST CORNER, 138 FEET SOUTH
 GR0033'OF THE CENTER OF THE Y JUNCTION OF A GRADED ROAD LEADING NORTH TO
 GR0033'MORMON MESA, 29.8 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 GR0033'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 0.3 FOOT
 GR0033'UNDERGROUND.  NOTE-- HIGHWAY CONSTRUCTION IN AREA.
 GR0033
 GR0033                          STATION RECOVERY (1950)
 GR0033
 GR0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GR0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0538 ***********************************************************************
 GR0538  DESIGNATION -  E 168
 GR0538  PID         -  GR0538
 GR0538  STATE/COUNTY-  NV/CLARK
 GR0538  USGS QUAD   -  BOULDER BEACH (1970)
 GR0538
 GR0538                         *CURRENT SURVEY CONTROL
 GR0538  ___________________________________________________________________
 GR0538* NAD 83(1986)-  36 00 41.     (N)    114 45 45.     (W)     SCALED    
 GR0538* NAVD 88     -       520.316  (meters)    1707.07   (feet)  ADJUSTED  
 GR0538  ___________________________________________________________________
 GR0538  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR0538  DYNAMIC HT  -         519.797 (meters)    1705.37  (feet)  COMP
 GR0538  MODELED GRAV-     979,620.6   (mgal)                       NAVD 88
 GR0538
 GR0538  VERT ORDER  -  FIRST     CLASS I
 GR0538
 GR0538.The horizontal coordinates were scaled from a topographic map and have
 GR0538.an estimated accuracy of +/- 6 seconds.
 GR0538
 GR0538.The orthometric height was determined by differential leveling
 GR0538.and adjusted by the National Geodetic Survey in June 1991..
 GR0538
 GR0538.The geoid height was determined by GEOID03.
 GR0538
 GR0538.The dynamic height is computed by dividing the NAVD 88
 GR0538.geopotential number by the normal gravity value computed on the
 GR0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0538.degrees latitude (g = 980.6199 gals.).
 GR0538
 GR0538.The modeled gravity was interpolated from observed gravity values.
 GR0538
 GR0538;                    North         East    Units  Estimated Accuracy
 GR0538;SPC NV E     - 8,140,250.      273,990.      MT  (+/- 180 meters Scaled)
 GR0538
 GR0538                          SUPERSEDED SURVEY CONTROL
 GR0538
 GR0538  NGVD 29 (??/??/92)  519.616  (m)         1704.77   (f) ADJ UNCH    1 1
 GR0538
 GR0538.Superseded values are not recommended for survey control.
 GR0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0538.See file dsdata.txt to determine how the superseded data were derived.
 GR0538
 GR0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV016875(NAD 83)
 GR0538_MARKER: DB = BENCH MARK DISK
 GR0538_SETTING: 66 = SET IN ROCK OUTCROP
 GR0538_SP_SET: OUTCROP
 GR0538_STAMPING: E 168 1935
 GR0538_MARK LOGO: CGS   
 GR0538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0538+STABILITY: POSITION/ELEVATION WELL
 GR0538
 GR0538  HISTORY     - Date     Condition        Report By
 GR0538  HISTORY     - 1935     MONUMENTED       CGS
 GR0538  HISTORY     - 1963     GOOD             NGS
 GR0538  HISTORY     - 1981     GOOD             NGS
 GR0538  HISTORY     - 19961102 GOOD             USPSQD
 GR0538
 GR0538                          STATION DESCRIPTION
 GR0538
 GR0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0538'2.2 MI W FROM HOOVER DAM.
 GR0538'2.2 MILES WEST ALONG U.S. HIGHWAY 93 FROM THE NORTHWEST (NEVADA) END
 GR0538'OF HOOVER DAM, AT A PROMINENT OUTCROP ACROSS THE HIGHWAY FROM A HIGH
 GR0538'ROCK CUT, SET VERTICALLY IN THE NORTHWEST FACE OF THE OUTCROP, 21.2
 GR0538'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15.9 FEET SOUTH OF
 GR0538'THE SOUTHWEST END OF A STEEL CATTLEGUARD, AND ABOUT 1 1/2 FEET HIGHER
 GR0538'THAN THE HIGHWAY.
 GR0538
 GR0538                          STATION RECOVERY (1981)
 GR0538
 GR0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0538'RECOVERED IN GOOD CONDITION.
 GR0538
 GR0538                          STATION RECOVERY (1996)
 GR0538
 GR0538'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0542 ***********************************************************************
 GR0542  DESIGNATION -  E 169
 GR0542  PID         -  GR0542
 GR0542  STATE/COUNTY-  NV/CLARK
 GR0542  USGS QUAD   -  BOULDER BEACH (1970)
 GR0542
 GR0542                         *CURRENT SURVEY CONTROL
 GR0542  ___________________________________________________________________
 GR0542* NAD 83(1986)-  36 00 40.     (N)    114 45 22.     (W)     SCALED    
 GR0542* NAVD 88     -       434.988  (meters)    1427.12   (feet)  POSTED    
 GR0542  ___________________________________________________________________
 GR0542  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR0542  DYNAMIC HT  -         434.560 (meters)    1425.72  (feet)  COMP
 GR0542  MODELED GRAV-     979,627.2   (mgal)                       NAVD 88
 GR0542
 GR0542  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0542
 GR0542.The horizontal coordinates were scaled from a topographic map and have
 GR0542.an estimated accuracy of +/- 6 seconds.
 GR0542
 GR0542.The orthometric height was determined by differential leveling
 GR0542.and adjusted by the National Geodetic Survey in 1992..
 GR0542.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0542.rate of 4.1 thru 8.0 mm/km.
 GR0542
 GR0542.The geoid height was determined by GEOID03.
 GR0542
 GR0542.The dynamic height is computed by dividing the NAVD 88
 GR0542.geopotential number by the normal gravity value computed on the
 GR0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0542.degrees latitude (g = 980.6199 gals.).
 GR0542
 GR0542.The modeled gravity was interpolated from observed gravity values.
 GR0542
 GR0542;                    North         East    Units  Estimated Accuracy
 GR0542;SPC NV E     - 8,140,220.      274,570.      MT  (+/- 180 meters Scaled)
 GR0542
 GR0542                          SUPERSEDED SURVEY CONTROL
 GR0542
 GR0542  NGVD 29 (??/??/92)  434.30   (m)         1424.9    (f) COMPUTED    1 1
 GR0542
 GR0542.Superseded values are not recommended for survey control.
 GR0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0542.See file dsdata.txt to determine how the superseded data were derived.
 GR0542
 GR0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV022875(NAD 83)
 GR0542_MARKER: DB = BENCH MARK DISK
 GR0542_SETTING: 80 = SET IN A BOULDER
 GR0542_SP_SET: BOULDER
 GR0542_STAMPING: E 169 1935
 GR0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0542+STABILITY: SURFACE MOTION
 GR0542
 GR0542  HISTORY     - Date     Condition        Report By
 GR0542  HISTORY     - 1935     MONUMENTED       CGS
 GR0542  HISTORY     - 1963     MARK NOT FOUND   NGS
 GR0542  HISTORY     - 19961102 GOOD             USPSQD
 GR0542
 GR0542                          STATION DESCRIPTION
 GR0542
 GR0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0542'1.7 MI SW FROM HOOVER DAM.
 GR0542'1.7 MILES SOUTHWEST ALONG THE LOWER PORTAL ROAD FROM THE SOUTHWEST END
 GR0542'OF THE NEVADA RAMP AT THE BOTTOM OF HOOVER DAM, 80 YARDS NORTH OF THE
 GR0542'Y JUNCTION OF A GRADED ROAD LEADING SOUTH, 47 YARDS SOUTHEAST OF THE
 GR0542'APPROXIMATE CENTER OF A U CURVE, IN THE TOP OF A LEDGE OF A BOULDER IN
 GR0542'THE EAST CUT BANK, 14 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2
 GR0542'FEET HIGHER THAN THE ROAD.  NOTE-- THIS BOULDER MAY HAVE BEEN MOVED
 GR0542'SLIGHTLY BY ROAD CONSTRUCTION EQUIPMENT.
 GR0542
 GR0542                          STATION RECOVERY (1996)
 GR0542
 GR0542'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1093 ***********************************************************************
 GR1093  DESIGNATION -  E 170
 GR1093  PID         -  GR1093
 GR1093  STATE/COUNTY-  NV/CLARK
 GR1093  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1093
 GR1093                         *CURRENT SURVEY CONTROL
 GR1093  ___________________________________________________________________
 GR1093* NAD 83(1986)-  36 02 11.     (N)    115 13 13.     (W)     SCALED    
 GR1093* NAVD 88     -       743.181  (meters)    2438.25   (feet)  ADJUSTED  
 GR1093  ___________________________________________________________________
 GR1093  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GR1093  DYNAMIC HT  -         742.412 (meters)    2435.73  (feet)  COMP
 GR1093  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 GR1093
 GR1093  VERT ORDER  -  FIRST     CLASS II
 GR1093
 GR1093.The horizontal coordinates were scaled from a topographic map and have
 GR1093.an estimated accuracy of +/- 6 seconds.
 GR1093
 GR1093.The orthometric height was determined by differential leveling
 GR1093.and adjusted by the National Geodetic Survey in June 1991..
 GR1093
 GR1093.The geoid height was determined by GEOID03.
 GR1093
 GR1093.The dynamic height is computed by dividing the NAVD 88
 GR1093.geopotential number by the normal gravity value computed on the
 GR1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1093.degrees latitude (g = 980.6199 gals.).
 GR1093
 GR1093.The modeled gravity was interpolated from observed gravity values.
 GR1093
 GR1093;                    North         East    Units  Estimated Accuracy
 GR1093;SPC NV E     - 8,142,770.      232,720.      MT  (+/- 180 meters Scaled)
 GR1093
 GR1093                          SUPERSEDED SURVEY CONTROL
 GR1093
 GR1093  NGVD 29 (??/??/92)  742.457  (m)         2435.88   (f) ADJ UNCH    1 2
 GR1093
 GR1093.Superseded values are not recommended for survey control.
 GR1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1093.See file dsdata.txt to determine how the superseded data were derived.
 GR1093
 GR1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV603894(NAD 83)
 GR1093_MARKER: DB = BENCH MARK DISK
 GR1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1093_STAMPING: E 170 1935
 GR1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1093+STABILITY: SURFACE MOTION
 GR1093
 GR1093  HISTORY     - Date     Condition        Report By
 GR1093  HISTORY     - 1935     MONUMENTED       CGS
 GR1093  HISTORY     - 1949     GOOD             NGS
 GR1093  HISTORY     - 1963     GOOD             NGS
 GR1093  HISTORY     - 1980     GOOD             NGS
 GR1093  HISTORY     - 19961123 GOOD             USPSQD
 GR1093
 GR1093                          STATION DESCRIPTION
 GR1093
 GR1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR1093'10.3 MI S FROM LAS VEGAS.
 GR1093'10.3 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1093'LAS VEGAS, 66 1/2 FEET NORTHEAST OF AND ACROSS THE TRACK FROM THE SIGN
 GR1093'READING ARDEN ONE MILE, 41 1/2 FEET EAST OF THE EAST RAIL, 5.5 FEET
 GR1093'NORTH OF MILE POLE 324, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN
 GR1093'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 GR1093
 GR1093                          STATION RECOVERY (1963)
 GR1093
 GR1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR1093'RECOVERED IN GOOD CONDITION.
 GR1093
 GR1093                          STATION RECOVERY (1980)
 GR1093
 GR1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1093'RECOVERED IN GOOD CONDITION.
 GR1093
 GR1093                          STATION RECOVERY (1996)
 GR1093
 GR1093'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0619 ***********************************************************************
 GR0619  DESIGNATION -  E 171
 GR0619  PID         -  GR0619
 GR0619  STATE/COUNTY-  NV/CLARK
 GR0619  USGS QUAD   -  APEX (1986)
 GR0619
 GR0619                         *CURRENT SURVEY CONTROL
 GR0619  ___________________________________________________________________
 GR0619* NAD 83(1986)-  36 18 29.     (N)    114 59 08.     (W)     SCALED    
 GR0619* NAVD 88     -       699.751  (meters)    2295.77   (feet)  ADJUSTED  
 GR0619  ___________________________________________________________________
 GR0619  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 GR0619  DYNAMIC HT  -         699.043 (meters)    2293.44  (feet)  COMP
 GR0619  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 GR0619
 GR0619  VERT ORDER  -  FIRST     CLASS I
 GR0619
 GR0619.The horizontal coordinates were scaled from a topographic map and have
 GR0619.an estimated accuracy of +/- 6 seconds.
 GR0619
 GR0619.The orthometric height was determined by differential leveling
 GR0619.and adjusted by the National Geodetic Survey in June 1991..
 GR0619
 GR0619.The geoid height was determined by GEOID03.
 GR0619
 GR0619.The dynamic height is computed by dividing the NAVD 88
 GR0619.geopotential number by the normal gravity value computed on the
 GR0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0619.degrees latitude (g = 980.6199 gals.).
 GR0619
 GR0619.The modeled gravity was interpolated from observed gravity values.
 GR0619
 GR0619;                    North         East    Units  Estimated Accuracy
 GR0619;SPC NV E     - 8,173,020.      253,680.      MT  (+/- 180 meters Scaled)
 GR0619
 GR0619                          SUPERSEDED SURVEY CONTROL
 GR0619
 GR0619  NGVD 29 (??/??/92)  699.016  (m)         2293.36   (f) ADJ UNCH    1 1
 GR0619
 GR0619.Superseded values are not recommended for survey control.
 GR0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0619.See file dsdata.txt to determine how the superseded data were derived.
 GR0619
 GR0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA808200(NAD 83)
 GR0619_MARKER: DB = BENCH MARK DISK
 GR0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0619_SP_SET: CULVERT
 GR0619_STAMPING: E 171 1935
 GR0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0619
 GR0619  HISTORY     - Date     Condition        Report By
 GR0619  HISTORY     - 1935     MONUMENTED       CGS
 GR0619  HISTORY     - 1950     GOOD             NGS
 GR0619  HISTORY     - 1970     GOOD             NGS
 GR0619  HISTORY     - 1980     MARK NOT FOUND   NGS
 GR0619  HISTORY     - 1981     GOOD             LOCSUR
 GR0619
 GR0619                          STATION DESCRIPTION
 GR0619
 GR0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0619'14.3 MI NE FROM LAS VEGAS.
 GR0619'14.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0619'AT LAS VEGAS, 0.3 MILE NORTHEAST OF A ROAD CROSSING, 5 RAILS NORTHEAST
 GR0619'OF MILEPOLE 348, AT A DOUBLE 40-INCH CONCRETE PIPE CULVERT NO. 348.04,
 GR0619'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL,
 GR0619'12 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND ABOUT 3 FEET LOWER THAN
 GR0619'THE TRACK.
 GR0619
 GR0619                          STATION RECOVERY (1970)
 GR0619
 GR0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GR0619'RECOVERED IN GOOD CONDITION.
 GR0619
 GR0619                          STATION RECOVERY (1980)
 GR0619
 GR0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR0619'THE HEADWALL WAS REINFORCED WITH CEMENT AND ROCK AND THE MARK WAS
 GR0619'BURIED BY CEMENT.
 GR0619
 GR0619                          STATION RECOVERY (1981)
 GR0619
 GR0619'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 GR0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0496 ***********************************************************************
 GR0496  DESIGNATION -  E 172
 GR0496  PID         -  GR0496
 GR0496  STATE/COUNTY-  NV/CLARK
 GR0496  USGS QUAD   -  BOULDER CANYON (1983)
 GR0496
 GR0496                         *CURRENT SURVEY CONTROL
 GR0496  ___________________________________________________________________
 GR0496* NAD 83(1986)-  36 11 21.     (N)    114 34 11.     (W)     SCALED    
 GR0496* NAVD 88     -       462.603  (meters)    1517.72   (feet)  POSTED    
 GR0496  ___________________________________________________________________
 GR0496  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 GR0496  DYNAMIC HT  -         462.160 (meters)    1516.27  (feet)  COMP
 GR0496  MODELED GRAV-     979,656.5   (mgal)                       NAVD 88
 GR0496
 GR0496  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0496
 GR0496.The horizontal coordinates were scaled from a topographic map and have
 GR0496.an estimated accuracy of +/- 6 seconds.
 GR0496
 GR0496.The orthometric height was determined by differential leveling
 GR0496.and adjusted by the National Geodetic Survey in 1992..
 GR0496.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0496.rate of 0.0 thru 1.0 mm/km.
 GR0496
 GR0496.The geoid height was determined by GEOID03.
 GR0496
 GR0496.The dynamic height is computed by dividing the NAVD 88
 GR0496.geopotential number by the normal gravity value computed on the
 GR0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0496.degrees latitude (g = 980.6199 gals.).
 GR0496
 GR0496.The modeled gravity was interpolated from observed gravity values.
 GR0496
 GR0496;                    North         East    Units  Estimated Accuracy
 GR0496;SPC NV E     - 8,160,140.      291,160.      MT  (+/- 180 meters Scaled)
 GR0496
 GR0496                          SUPERSEDED SURVEY CONTROL
 GR0496
 GR0496  NGVD 29 (??/??/92)  461.919  (m)         1515.48   (f) ADJ UNCH    1 1
 GR0496
 GR0496.Superseded values are not recommended for survey control.
 GR0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0496.See file dsdata.txt to determine how the superseded data were derived.
 GR0496
 GR0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA185076(NAD 83)
 GR0496_MARKER: DB = BENCH MARK DISK
 GR0496_SETTING: 66 = SET IN ROCK OUTCROP
 GR0496_SP_SET: BLACK OUTCROP
 GR0496_STAMPING: E 172 1935
 GR0496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0496+STABILITY: POSITION/ELEVATION WELL
 GR0496
 GR0496  HISTORY     - Date     Condition        Report By
 GR0496  HISTORY     - 1935     MONUMENTED       CGS
 GR0496  HISTORY     - 1950     GOOD             NGS
 GR0496  HISTORY     - 1963     GOOD             NGS
 GR0496
 GR0496                          STATION DESCRIPTION
 GR0496
 GR0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0496'1.7 MI NW FROM MOUTH OF BOULDER WASH.
 GR0496'1.7 MILES NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0496'WASH, IN BOULDER WASH, IN A BLACK OUTCROP AT THE BASE OF THE SOUTHWEST
 GR0496'BANK OF THE WASH, ABOUT 45 YARDS EAST OF A GROUP OF SMALL GRAVEL
 GR0496'HILLS, ABOUT 3 FEET HIGHER THAN THE BED OF THE WASH, AND MARKED BY THE
 GR0496'WHITE PAINTED LETTERS BM.  NOTE-- THERE IS NO REMAINING DEFINITE ROAD
 GR0496'AT THIS POINT.
 GR0496
 GR0496                          STATION RECOVERY (1963)
 GR0496
 GR0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0576 ***********************************************************************
 GR0576  DESIGNATION -  E 174
 GR0576  PID         -  GR0576
 GR0576  STATE/COUNTY-  NV/CLARK
 GR0576  USGS QUAD   -  HOOVER DAM (1997)
 GR0576
 GR0576                         *CURRENT SURVEY CONTROL
 GR0576  ___________________________________________________________________
 GR0576* NAD 83(1986)-  36 01 00.     (N)    114 44 23.     (W)     SCALED    
 GR0576* NAVD 88     -       376.398  (meters)    1234.90   (feet)  ADJUSTED  
 GR0576  ___________________________________________________________________
 GR0576  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0576  DYNAMIC HT  -         376.029 (meters)    1233.69  (feet)  COMP
 GR0576  MODELED GRAV-     979,642.3   (mgal)                       NAVD 88
 GR0576
 GR0576  VERT ORDER  -  FIRST     CLASS I
 GR0576
 GR0576.The horizontal coordinates were scaled from a topographic map and have
 GR0576.an estimated accuracy of +/- 6 seconds.
 GR0576
 GR0576.The orthometric height was determined by differential leveling
 GR0576.and adjusted by the National Geodetic Survey in June 1991..
 GR0576
 GR0576.The geoid height was determined by GEOID03.
 GR0576
 GR0576.The dynamic height is computed by dividing the NAVD 88
 GR0576.geopotential number by the normal gravity value computed on the
 GR0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0576.degrees latitude (g = 980.6199 gals.).
 GR0576
 GR0576.The modeled gravity was interpolated from observed gravity values.
 GR0576
 GR0576;                    North         East    Units  Estimated Accuracy
 GR0576;SPC NV E     - 8,140,850.      276,040.      MT  (+/- 180 meters Scaled)
 GR0576
 GR0576                          SUPERSEDED SURVEY CONTROL
 GR0576
 GR0576  NGVD 29 (??/??/92)  375.682  (m)         1232.55   (f) ADJ UNCH    1 1
 GR0576
 GR0576.Superseded values are not recommended for survey control.
 GR0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0576.See file dsdata.txt to determine how the superseded data were derived.
 GR0576
 GR0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV036881(NAD 83)
 GR0576_MARKER: DD = SURVEY DISK
 GR0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0576_SP_SET: SIDEWALK
 GR0576_STAMPING: E 174 1935
 GR0576_MARK LOGO: BOR   
 GR0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0576
 GR0576  HISTORY     - Date     Condition        Report By
 GR0576  HISTORY     - 1935     MONUMENTED       BOR
 GR0576  HISTORY     - 1950     GOOD             NGS
 GR0576  HISTORY     - 1963     GOOD             NGS
 GR0576  HISTORY     - 1981     GOOD             NGS
 GR0576  HISTORY     - 1990     GOOD             USPSQD
 GR0576  HISTORY     - 1990     GOOD             USPSQD
 GR0576  HISTORY     - 19961102 GOOD             USPSQD
 GR0576  HISTORY     - 20041204 GOOD             USPSQD
 GR0576  HISTORY     - 20060404 GOOD             USPSQD
 GR0576
 GR0576                          STATION DESCRIPTION
 GR0576
 GR0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0576'IN HOOVER DAM.
 GR0576'ON TOP OF HOOVER DAM, 19.5 FEET EAST OF THE NORTHWEST (NEVADA) END,
 GR0576'NEAR THE SOUTH CORNER OF BLOCK T, IN THE TOP OF THE SOUTH (DOWNSTREAM)
 GR0576'SIDEWALK, 1.0 FOOT EAST OF A CONSTRUCTION JOINT, AND 0.3 FOOT NORTH OF
 GR0576'THE SOUTH CONCRETE GUARD RAIL.
 GR0576
 GR0576                          STATION RECOVERY (1963)
 GR0576
 GR0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0576'RECOVERED IN GOOD CONDITION.
 GR0576
 GR0576                          STATION RECOVERY (1981)
 GR0576
 GR0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0576'RECOVERED IN GOOD CONDITION.
 GR0576
 GR0576                          STATION RECOVERY (1990)
 GR0576
 GR0576'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0576'RECOVERED IN GOOD CONDITION.
 GR0576
 GR0576                          STATION RECOVERY (1990)
 GR0576
 GR0576'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0576'RECOVERED IN GOOD CONDITION.
 GR0576
 GR0576                          STATION RECOVERY (1996)
 GR0576
 GR0576'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0576'RECOVERED IN GOOD CONDITION.
 GR0576
 GR0576                          STATION RECOVERY (2004)
 GR0576
 GR0576'RECOVERY NOTE BY US POWER SQUADRON 2004
 GR0576'RECOVERED IN GOOD CONDITION.
 GR0576
 GR0576                          STATION RECOVERY (2006)
 GR0576
 GR0576'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 GR0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0347 ***********************************************************************
 GR0347  DESIGNATION -  E 175
 GR0347  PID         -  GR0347
 GR0347  STATE/COUNTY-  NV/CLARK
 GR0347  USGS QUAD   -  GOLD BUTTE (1984)
 GR0347
 GR0347                         *CURRENT SURVEY CONTROL
 GR0347  ___________________________________________________________________
 GR0347* NAD 83(1986)-  36 16 14.     (N)    114 12 53.     (W)     SCALED    
 GR0347* NAVD 88     -      1134.376  (meters)    3721.70   (feet)  POSTED    
 GR0347  ___________________________________________________________________
 GR0347  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 GR0347  DYNAMIC HT  -        1133.170 (meters)    3717.74  (feet)  COMP
 GR0347  MODELED GRAV-     979,532.3   (mgal)                       NAVD 88
 GR0347
 GR0347  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0347
 GR0347.The horizontal coordinates were scaled from a topographic map and have
 GR0347.an estimated accuracy of +/- 6 seconds.
 GR0347
 GR0347.The orthometric height was determined by differential leveling
 GR0347.and adjusted by the National Geodetic Survey in 1992..
 GR0347.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0347.rate of 0.0 thru 1.0 mm/km.
 GR0347
 GR0347.The geoid height was determined by GEOID03.
 GR0347
 GR0347.The dynamic height is computed by dividing the NAVD 88
 GR0347.geopotential number by the normal gravity value computed on the
 GR0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0347.degrees latitude (g = 980.6199 gals.).
 GR0347
 GR0347.The modeled gravity was interpolated from observed gravity values.
 GR0347
 GR0347;                    North         East    Units  Estimated Accuracy
 GR0347;SPC NV E     - 8,169,560.      322,970.      MT  (+/- 180 meters Scaled)
 GR0347
 GR0347                          SUPERSEDED SURVEY CONTROL
 GR0347
 GR0347  NGVD 29 (??/??/92) 1133.639  (m)         3719.28   (f) ADJ UNCH    1 1
 GR0347
 GR0347.Superseded values are not recommended for survey control.
 GR0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0347.See file dsdata.txt to determine how the superseded data were derived.
 GR0347
 GR0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA502175(NAD 83)
 GR0347_MARKER: DB = BENCH MARK DISK
 GR0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0347_STAMPING: E 175 1935
 GR0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0347+STABILITY: SURFACE MOTION
 GR0347
 GR0347  HISTORY     - Date     Condition        Report By
 GR0347  HISTORY     - 1935     MONUMENTED       CGS
 GR0347  HISTORY     - 1950     GOOD             NGS
 GR0347
 GR0347                          STATION DESCRIPTION
 GR0347
 GR0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0347'1.1 MI SW FROM GOLD BUTTE RANCHHOUSE.
 GR0347'1.1 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE GOLD BUTTE RANCHHOUSE,
 GR0347'0.3 MILE SOUTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 18
 GR0347'1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.7 FEET SOUTHWEST OF A
 GR0347'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 GR0347'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0316 ***********************************************************************
 GR0316  DESIGNATION -  E 176
 GR0316  PID         -  GR0316
 GR0316  STATE/COUNTY-  NV/CLARK
 GR0316  USGS QUAD   -  JUMBO PEAK (1983)
 GR0316
 GR0316                         *CURRENT SURVEY CONTROL
 GR0316  ___________________________________________________________________
 GR0316* NAD 83(1986)-  36 07 43.     (N)    114 11 08.     (W)     SCALED    
 GR0316* NAVD 88     -       703.914  (meters)    2309.42   (feet)  POSTED    
 GR0316  ___________________________________________________________________
 GR0316  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 GR0316  DYNAMIC HT  -         703.200 (meters)    2307.08  (feet)  COMP
 GR0316  MODELED GRAV-     979,590.4   (mgal)                       NAVD 88
 GR0316
 GR0316  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0316
 GR0316.The horizontal coordinates were scaled from a topographic map and have
 GR0316.an estimated accuracy of +/- 6 seconds.
 GR0316
 GR0316.The orthometric height was determined by differential leveling
 GR0316.and adjusted by the National Geodetic Survey in 1992..
 GR0316.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0316.rate of 2.1 thru 3.0 mm/km.
 GR0316
 GR0316.The geoid height was determined by GEOID03.
 GR0316
 GR0316.The dynamic height is computed by dividing the NAVD 88
 GR0316.geopotential number by the normal gravity value computed on the
 GR0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0316.degrees latitude (g = 980.6199 gals.).
 GR0316
 GR0316.The modeled gravity was interpolated from observed gravity values.
 GR0316
 GR0316;                    North         East    Units  Estimated Accuracy
 GR0316;SPC NV E     - 8,153,850.      325,820.      MT  (+/- 180 meters Scaled)
 GR0316
 GR0316                          SUPERSEDED SURVEY CONTROL
 GR0316
 GR0316  NGVD 29 (??/??/92)  703.192  (m)         2307.06   (f) ADJ UNCH    1 1
 GR0316
 GR0316.Superseded values are not recommended for survey control.
 GR0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0316.See file dsdata.txt to determine how the superseded data were derived.
 GR0316
 GR0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA532018(NAD 83)
 GR0316_MARKER: DB = BENCH MARK DISK
 GR0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0316_STAMPING: E 176 1935
 GR0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0316+STABILITY: SURFACE MOTION
 GR0316
 GR0316  HISTORY     - Date     Condition        Report By
 GR0316  HISTORY     - 1935     MONUMENTED       CGS
 GR0316  HISTORY     - 1950     GOOD             NGS
 GR0316
 GR0316                          STATION DESCRIPTION
 GR0316
 GR0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0316'3.0 MI E FROM LAKE SHORE MINE.
 GR0316'2.0 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, THENCE
 GR0316'1.0 MILE NORTH ALONG A WASH, 0.3 MILE SOUTH OF BENCH MARK D 176, IN A
 GR0316'SADDLE ON THE TOP OF A RIDGE BETWEEN TWO WASHES, 34 1/2 FEET NORTHEAST
 GR0316'OF THE CENTER LINE OF AN OLD ABANDONED ROAD, 2.7 FEET SOUTHEAST OF A
 GR0316'WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 GR0316'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0218 ***********************************************************************
 HQ0218  DESIGNATION -  E 179
 HQ0218  PID         -  HQ0218
 HQ0218  STATE/COUNTY-  NV/ESMERALDA
 HQ0218  USGS QUAD   -  SILVER PEAK (1987)
 HQ0218
 HQ0218                         *CURRENT SURVEY CONTROL
 HQ0218  ___________________________________________________________________
 HQ0218* NAD 83(1986)-  37 45 15.     (N)    117 38 05.     (W)     SCALED    
 HQ0218* NAVD 88     -      1313.404  (meters)    4309.06   (feet)  ADJUSTED  
 HQ0218  ___________________________________________________________________
 HQ0218  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 HQ0218  DYNAMIC HT  -        1312.006 (meters)    4304.47  (feet)  COMP
 HQ0218  MODELED GRAV-     979,520.1   (mgal)                       NAVD 88
 HQ0218
 HQ0218  VERT ORDER  -  SECOND    CLASS 0
 HQ0218
 HQ0218.The horizontal coordinates were scaled from a topographic map and have
 HQ0218.an estimated accuracy of +/- 6 seconds.
 HQ0218
 HQ0218.The orthometric height was determined by differential leveling
 HQ0218.and adjusted by the National Geodetic Survey in June 1991..
 HQ0218
 HQ0218.The geoid height was determined by GEOID03.
 HQ0218
 HQ0218.The dynamic height is computed by dividing the NAVD 88
 HQ0218.geopotential number by the normal gravity value computed on the
 HQ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0218.degrees latitude (g = 980.6199 gals.).
 HQ0218
 HQ0218.The modeled gravity was interpolated from observed gravity values.
 HQ0218
 HQ0218;                    North         East    Units  Estimated Accuracy
 HQ0218;SPC NV W     - 4,333,740.      883,590.      MT  (+/- 180 meters Scaled)
 HQ0218
 HQ0218                          SUPERSEDED SURVEY CONTROL
 HQ0218
 HQ0218  NGVD 29 (??/??/92) 1312.342  (m)         4305.58   (f) ADJ UNCH    2 0
 HQ0218
 HQ0218.Superseded values are not recommended for survey control.
 HQ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0218.See file dsdata.txt to determine how the superseded data were derived.
 HQ0218
 HQ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB440787(NAD 83)
 HQ0218_MARKER: DB = BENCH MARK DISK
 HQ0218_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0218_SP_SET: ROCK OUTCROP
 HQ0218_STAMPING: E 179 1958
 HQ0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0218+STABILITY: POSITION/ELEVATION WELL
 HQ0218
 HQ0218  HISTORY     - Date     Condition        Report By
 HQ0218  HISTORY     - 1958     MONUMENTED       CGS
 HQ0218
 HQ0218                          STATION DESCRIPTION
 HQ0218
 HQ0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0218'AT SILVER PEAK.
 HQ0218'AT SILVER PEAK, 170 YARDS NORTHWEST OF THE SILVER PEAK
 HQ0218'SUBSTATION, IN THE TOP OF A LEDGE ON THE NORTH SIDE OF A MASSIVE
 HQ0218'OUTCROP WHICH PROJECTS ABOUT 35 FEET ABOVE THE GROUND, 150 FEET
 HQ0218'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 47, 131 FEET
 HQ0218'SOUTHWEST OF THE CENTER LINE OF A GRAVEL ROAD LEADING TO THE
 HQ0218'SUBSTATION, AND ABOUT 3 1/2 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0369 ***********************************************************************
 HQ0369  DESIGNATION -  E 180
 HQ0369  PID         -  HQ0369
 HQ0369  STATE/COUNTY-  NV/ESMERALDA
 HQ0369  USGS QUAD   -  OASIS DIVIDE (1987)
 HQ0369
 HQ0369                         *CURRENT SURVEY CONTROL
 HQ0369  ___________________________________________________________________
 HQ0369* NAD 83(1986)-  37 32 56.     (N)    117 46 08.     (W)     SCALED    
 HQ0369* NAVD 88     -      2034.740  (meters)    6675.64   (feet)  ADJUSTED  
 HQ0369  ___________________________________________________________________
 HQ0369  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 HQ0369  DYNAMIC HT  -        2032.261 (meters)    6667.51  (feet)  COMP
 HQ0369  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 HQ0369
 HQ0369  VERT ORDER  -  SECOND    CLASS 0
 HQ0369
 HQ0369.The horizontal coordinates were scaled from a topographic map and have
 HQ0369.an estimated accuracy of +/- 6 seconds.
 HQ0369
 HQ0369.The orthometric height was determined by differential leveling
 HQ0369.and adjusted by the National Geodetic Survey in June 1991..
 HQ0369
 HQ0369.The geoid height was determined by GEOID03.
 HQ0369
 HQ0369.The dynamic height is computed by dividing the NAVD 88
 HQ0369.geopotential number by the normal gravity value computed on the
 HQ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0369.degrees latitude (g = 980.6199 gals.).
 HQ0369
 HQ0369.The modeled gravity was interpolated from observed gravity values.
 HQ0369
 HQ0369;                    North         East    Units  Estimated Accuracy
 HQ0369;SPC NV W     - 4,310,850.      871,960.      MT  (+/- 180 meters Scaled)
 HQ0369
 HQ0369                          SUPERSEDED SURVEY CONTROL
 HQ0369
 HQ0369  NGVD 29 (??/??/92) 2033.514  (m)         6671.62   (f) ADJ UNCH    2 0
 HQ0369
 HQ0369.Superseded values are not recommended for survey control.
 HQ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0369.See file dsdata.txt to determine how the superseded data were derived.
 HQ0369
 HQ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB320560(NAD 83)
 HQ0369_MARKER: DB = BENCH MARK DISK
 HQ0369_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0369_SP_SET: ROCK OUTCROP
 HQ0369_STAMPING: E 180 1958
 HQ0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0369+STABILITY: POSITION/ELEVATION WELL
 HQ0369
 HQ0369  HISTORY     - Date     Condition        Report By
 HQ0369  HISTORY     - 1958     MONUMENTED       CGS
 HQ0369  HISTORY     - 1985     GOOD             USGS
 HQ0369
 HQ0369                          STATION DESCRIPTION
 HQ0369
 HQ0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0369'9.6 MI NE FROM OASIS RANCH.
 HQ0369'2.0 MILES EAST ALONG STATE ROUTE 63 FROM THE T JUNCTION OF THE
 HQ0369'ENTRANCE ROAD TO OASIS RANCH, THENCE 7.6 MILES NORTHEAST ALONG
 HQ0369'A DIRT ROAD, IN THE TOP OF THE NORTHWEST END OF AN 8-BY 20-FOOT
 HQ0369'REDDISH BROWN SHALE OUTCROP (THE ONE NEAREST THE ROAD) WHICH
 HQ0369'PROJECTS 1 1/2 FEET ABOVE THE GROUND, 37 1/2 FEET WEST OF THE
 HQ0369'CENTER LINE OF THE ROAD, AND 2 FEET HIGHER THAN THE ROAD.
 HQ0369
 HQ0369                          STATION RECOVERY (1985)
 HQ0369
 HQ0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HQ0369'2.0 MILES EAST ALONG CALIFORNIA STATE ROUTE 168 FROM THE JUNCTION OF
 HQ0369'CALIF. STATE HWYS. 168 AND 266, THENCE 7.6 MILES NORTHEAST ALONG A
 HQ0369'DIRT ROAD, IN THE TOP OF THE NORTHWEST END OF AN 8 X 20 FOOT REDDISH
 HQ0369'BROWN SHALE OUTCROP (THE ONE NEAREST THE ROAD) WHICH PROJECT 1 1/2
 HQ0369'FEET ABOVE THE GROUND, 37 1/2 FEET WEST OF THE CENTERLINE OF THE
 HQ0369'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0219 ***********************************************************************
 HQ0219  DESIGNATION -  E 181
 HQ0219  PID         -  HQ0219
 HQ0219  STATE/COUNTY-  NV/ESMERALDA
 HQ0219  USGS QUAD   -  SILVER PEAK (1987)
 HQ0219
 HQ0219                         *CURRENT SURVEY CONTROL
 HQ0219  ___________________________________________________________________
 HQ0219* NAD 83(1986)-  37 47 26.     (N)    117 37 45.     (W)     SCALED    
 HQ0219* NAVD 88     -      1307.320  (meters)    4289.10   (feet)  ADJUSTED  
 HQ0219  ___________________________________________________________________
 HQ0219  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 HQ0219  DYNAMIC HT  -        1305.939 (meters)    4284.57  (feet)  COMP
 HQ0219  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 HQ0219
 HQ0219  VERT ORDER  -  SECOND    CLASS 0
 HQ0219
 HQ0219.The horizontal coordinates were scaled from a topographic map and have
 HQ0219.an estimated accuracy of +/- 6 seconds.
 HQ0219
 HQ0219.The orthometric height was determined by differential leveling
 HQ0219.and adjusted by the National Geodetic Survey in June 1991..
 HQ0219
 HQ0219.The geoid height was determined by GEOID03.
 HQ0219
 HQ0219.The dynamic height is computed by dividing the NAVD 88
 HQ0219.geopotential number by the normal gravity value computed on the
 HQ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0219.degrees latitude (g = 980.6199 gals.).
 HQ0219
 HQ0219.The modeled gravity was interpolated from observed gravity values.
 HQ0219
 HQ0219;                    North         East    Units  Estimated Accuracy
 HQ0219;SPC NV W     - 4,337,790.      884,040.      MT  (+/- 180 meters Scaled)
 HQ0219
 HQ0219                          SUPERSEDED SURVEY CONTROL
 HQ0219
 HQ0219  NGVD 29 (??/??/92) 1306.264  (m)         4285.63   (f) ADJ UNCH    2 0
 HQ0219
 HQ0219.Superseded values are not recommended for survey control.
 HQ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0219.See file dsdata.txt to determine how the superseded data were derived.
 HQ0219
 HQ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB446827(NAD 83)
 HQ0219_MARKER: DB = BENCH MARK DISK
 HQ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0219_STAMPING: E 181 1958
 HQ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0219+STABILITY: SURFACE MOTION
 HQ0219
 HQ0219  HISTORY     - Date     Condition        Report By
 HQ0219  HISTORY     - 1958     MONUMENTED       CGS
 HQ0219
 HQ0219                          STATION DESCRIPTION
 HQ0219
 HQ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0219'2.6 MI N FROM SILVER PEAK.
 HQ0219'2.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE SUBSTATION AT
 HQ0219'SILVER PEAK, THENCE 0.45 MILE EAST ALONG A DIRT ROAD, 0.45 MILE
 HQ0219'EAST OF BENCH MARK M 180, AT THE INTERSECTION OF A NORTH-SOUTH
 HQ0219'DIRT ROAD AND THE CROSSING OF A POWER LINE, 41 FEET SOUTHEAST
 HQ0219'OF THE CENTER OF THE INTERSECTION, 36 FEET SOUTH OF THE CENTER
 HQ0219'LINE OF THE ROAD, 26 1/2 FEET EAST OF THE CENTER LINE OF THE
 HQ0219'NORTH-SOUTH ROAD, 13 1/2 FEET NORTHEAST OF POWER LINE A 1321,
 HQ0219'3.2 FEET NORTH OF A WITNESS POST, LEVEL WITH THE ROADS, AND SET
 HQ0219'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 HQ0219'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0600 ***********************************************************************
 HQ0600  DESIGNATION -  E 182
 HQ0600  PID         -  HQ0600
 HQ0600  STATE/COUNTY-  NV/ESMERALDA
 HQ0600  USGS QUAD   -  ALKALI (1970)
 HQ0600
 HQ0600                         *CURRENT SURVEY CONTROL
 HQ0600  ___________________________________________________________________
 HQ0600* NAD 83(1986)-  37 50 41.     (N)    117 15 52.     (W)     SCALED    
 HQ0600* NAVD 88     -      1530.716  (meters)    5022.02   (feet)  ADJUSTED  
 HQ0600  ___________________________________________________________________
 HQ0600  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 HQ0600  DYNAMIC HT  -        1529.051 (meters)    5016.56  (feet)  COMP
 HQ0600  MODELED GRAV-     979,488.2   (mgal)                       NAVD 88
 HQ0600
 HQ0600  VERT ORDER  -  SECOND    CLASS 0
 HQ0600
 HQ0600.The horizontal coordinates were scaled from a topographic map and have
 HQ0600.an estimated accuracy of +/- 6 seconds.
 HQ0600
 HQ0600.The orthometric height was determined by differential leveling
 HQ0600.and adjusted by the National Geodetic Survey in June 1991..
 HQ0600
 HQ0600.The geoid height was determined by GEOID03.
 HQ0600
 HQ0600.The dynamic height is computed by dividing the NAVD 88
 HQ0600.geopotential number by the normal gravity value computed on the
 HQ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0600.degrees latitude (g = 980.6199 gals.).
 HQ0600
 HQ0600.The modeled gravity was interpolated from observed gravity values.
 HQ0600
 HQ0600;                    North         East    Units  Estimated Accuracy
 HQ0600;SPC NV W     - 4,344,190.      916,080.      MT  (+/- 180 meters Scaled)
 HQ0600
 HQ0600                          SUPERSEDED SURVEY CONTROL
 HQ0600
 HQ0600  NGVD 29 (??/??/92) 1529.612  (m)         5018.40   (f) ADJ UNCH    2 0
 HQ0600
 HQ0600.Superseded values are not recommended for survey control.
 HQ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0600.See file dsdata.txt to determine how the superseded data were derived.
 HQ0600
 HQ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB767886(NAD 83)
 HQ0600_MARKER: DB = BENCH MARK DISK
 HQ0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0600_STAMPING: E 182 1958
 HQ0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0600+STABILITY: SURFACE MOTION
 HQ0600
 HQ0600  HISTORY     - Date     Condition        Report By
 HQ0600  HISTORY     - 1958     MONUMENTED       CGS
 HQ0600
 HQ0600                          STATION DESCRIPTION
 HQ0600
 HQ0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0600'10.4 MI N FROM GOLDFIELD.
 HQ0600'8.5 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0600'AT GOLDFIELD, THENCE 1.9 MILES NORTHWEST ALONG A DIRT ROAD,
 HQ0600'AT THE Y JUNCITON OF A TRACK ROAD EAST, 0.8 MILE WEST OF BENCH
 HQ0600'MARK A 179, 152 FEET EAST OF THE CENTER OF THE JUNCTION 27 FEET
 HQ0600'SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 32 FEET NORTHEAST
 HQ0600'OF THE CENTER LINE OF THE MAIN ROAD, 2.3 FEET NORTHWEST OF A
 HQ0600'WITNESS POST, LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 HQ0600'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0152 ***********************************************************************
 LQ0152  DESIGNATION -  E 183
 LQ0152  PID         -  LQ0152
 LQ0152  STATE/COUNTY-  NV/ELKO
 LQ0152  USGS QUAD   -  SPRING GULCH (1972)
 LQ0152
 LQ0152                         *CURRENT SURVEY CONTROL
 LQ0152  ___________________________________________________________________
 LQ0152* NAD 83(1986)-  40 34 28.     (N)    114 08 19.     (W)     SCALED    
 LQ0152* NAVD 88     -      1427.727  (meters)    4684.13   (feet)  ADJUSTED  
 LQ0152  ___________________________________________________________________
 LQ0152  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 LQ0152  DYNAMIC HT  -        1426.572 (meters)    4680.35  (feet)  COMP
 LQ0152  MODELED GRAV-     979,765.5   (mgal)                       NAVD 88
 LQ0152
 LQ0152  VERT ORDER  -  SECOND    CLASS 0
 LQ0152
 LQ0152.The horizontal coordinates were scaled from a topographic map and have
 LQ0152.an estimated accuracy of +/- 6 seconds.
 LQ0152
 LQ0152.The orthometric height was determined by differential leveling
 LQ0152.and adjusted by the National Geodetic Survey in June 1991..
 LQ0152
 LQ0152.The geoid height was determined by GEOID03.
 LQ0152
 LQ0152.The dynamic height is computed by dividing the NAVD 88
 LQ0152.geopotential number by the normal gravity value computed on the
 LQ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0152.degrees latitude (g = 980.6199 gals.).
 LQ0152
 LQ0152.The modeled gravity was interpolated from observed gravity values.
 LQ0152
 LQ0152;                    North         East    Units  Estimated Accuracy
 LQ0152;SPC NV E     - 8,647,400.      322,320.      MT  (+/- 180 meters Scaled)
 LQ0152
 LQ0152                          SUPERSEDED SURVEY CONTROL
 LQ0152
 LQ0152  NGVD 29 (??/??/92) 1426.718  (m)         4680.82   (f) ADJ UNCH    2 0
 LQ0152
 LQ0152.Superseded values are not recommended for survey control.
 LQ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0152.See file dsdata.txt to determine how the superseded data were derived.
 LQ0152
 LQ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE422954(NAD 83)
 LQ0152_MARKER: DB = BENCH MARK DISK
 LQ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0152_STAMPING: E 183 1958
 LQ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0152+STABILITY: SURFACE MOTION
 LQ0152
 LQ0152  HISTORY     - Date     Condition        Report By
 LQ0152  HISTORY     - 1958     MONUMENTED       CGS
 LQ0152
 LQ0152                          STATION DESCRIPTION
 LQ0152
 LQ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0152'12.35 MI S FROM WENDOVER, UT.
 LQ0152'12.35 MILES SOUTH ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE JUNCTION OF
 LQ0152'U.S. HIGHWAY 40 AT WENDOVER, 56 FEET EAST OF THE CENTER LINE OF THE
 LQ0152'HIGHWAY, 67 1/2 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 LQ0152'TRACK ROAD EAST, 37 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.6
 LQ0152'FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND
 LQ0152'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 LQ0152'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0026 ***********************************************************************
 JQ0026  DESIGNATION -  E 184
 JQ0026  PID         -  JQ0026
 JQ0026  STATE/COUNTY-  NV/NYE
 JQ0026  USGS QUAD   -  WARM SPRINGS NW (1968)
 JQ0026
 JQ0026                         *CURRENT SURVEY CONTROL
 JQ0026  ___________________________________________________________________
 JQ0026* NAD 83(1986)-  38 10 29.     (N)    116 22 38.     (W)     SCALED    
 JQ0026* NAVD 88     -      1720.389  (meters)    5644.31   (feet)  ADJUSTED  
 JQ0026  ___________________________________________________________________
 JQ0026  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 JQ0026  DYNAMIC HT  -        1718.492 (meters)    5638.09  (feet)  COMP
 JQ0026  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 JQ0026
 JQ0026  VERT ORDER  -  FIRST     CLASS II
 JQ0026
 JQ0026.The horizontal coordinates were scaled from a topographic map and have
 JQ0026.an estimated accuracy of +/- 6 seconds.
 JQ0026
 JQ0026.The orthometric height was determined by differential leveling
 JQ0026.and adjusted by the National Geodetic Survey in June 1991..
 JQ0026
 JQ0026.The geoid height was determined by GEOID03.
 JQ0026
 JQ0026.The dynamic height is computed by dividing the NAVD 88
 JQ0026.geopotential number by the normal gravity value computed on the
 JQ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0026.degrees latitude (g = 980.6199 gals.).
 JQ0026
 JQ0026.The modeled gravity was interpolated from observed gravity values.
 JQ0026
 JQ0026;                    North         East    Units  Estimated Accuracy
 JQ0026;SPC NV C     - 6,380,040.      525,360.      MT  (+/- 180 meters Scaled)
 JQ0026
 JQ0026                          SUPERSEDED SURVEY CONTROL
 JQ0026
 JQ0026  NGVD 29 (??/??/92) 1719.269  (m)         5640.64   (f) ADJ UNCH    1 2
 JQ0026
 JQ0026.Superseded values are not recommended for survey control.
 JQ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0026.See file dsdata.txt to determine how the superseded data were derived.
 JQ0026
 JQ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC545253(NAD 83)
 JQ0026_MARKER: DB = BENCH MARK DISK
 JQ0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0026_STAMPING: E 184 1958
 JQ0026_MARK LOGO: CGS   
 JQ0026_PROJECTION: PROJECTING 10 CENTIMETERS
 JQ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0026+STABILITY: SURFACE MOTION
 JQ0026
 JQ0026  HISTORY     - Date     Condition        Report By
 JQ0026  HISTORY     - 1958     MONUMENTED       CGS
 JQ0026  HISTORY     - 1984     GOOD             NGS
 JQ0026
 JQ0026                          STATION DESCRIPTION
 JQ0026
 JQ0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JQ0026'1.2 MI S FROM WARM SPRINGS.
 JQ0026'1.2 MILES SOUTH ALONG U.S. HIGHWAY 6 FROM THE T JUNCTION OF STATE
 JQ0026'HIGHWAY 25 AT WARM SPRINGS, AT THE SOUTHWEST END OF A CURVE AT THE
 JQ0026'SOUTHWEST END OF A SMALL CUT, 59 FEET SOUTHEAST OF THE CENTERLINE OF
 JQ0026'THE HIGHWAY, 98 FEET EAST OF THE CENTER OF THE SOUTHEAST END OF
 JQ0026'18-INCH CORRUGATED METAL PIPE CULVERT A 741/50, 38 FEET SOUTH OF A 2
 JQ0026'1/2 INCH IRON PIPE SUPPORTING A WATCH FOR LIVESTOCK SIGN, 2.0 FEET
 JQ0026'SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND
 JQ0026'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 JQ0026'GROUND.
 JQ0026
 JQ0026                          STATION RECOVERY (1984)
 JQ0026
 JQ0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0026'RECOVERED IN GOOD CONDITION.  ADD--83.2 METERS (273.5 FT)
 JQ0026'SOUTHWEST OF MILEPOST 50 AND STATE HIGHWAY 25 AT WARM SPRINGS IS NOW
 JQ0026'STATE HIGHWAY 375.
 JQ0026'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 JQ0026'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0216 ***********************************************************************
 JP0216  DESIGNATION -  E 185
 JP0216  PID         -  JP0216
 JP0216  STATE/COUNTY-  NV/NYE
 JP0216  USGS QUAD   -  GOAT RANCH WELL (1985)
 JP0216
 JP0216                         *CURRENT SURVEY CONTROL
 JP0216  ___________________________________________________________________
 JP0216* NAD 83(1986)-  38 10 07.     (N)    115 59 24.     (W)     SCALED    
 JP0216* NAVD 88     -      1505.693  (meters)    4939.93   (feet)  ADJUSTED  
 JP0216  ___________________________________________________________________
 JP0216  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 JP0216  DYNAMIC HT  -        1504.085 (meters)    4934.65  (feet)  COMP
 JP0216  MODELED GRAV-     979,509.1   (mgal)                       NAVD 88
 JP0216
 JP0216  VERT ORDER  -  SECOND    CLASS 0
 JP0216
 JP0216.The horizontal coordinates were scaled from a topographic map and have
 JP0216.an estimated accuracy of +/- 6 seconds.
 JP0216
 JP0216.The orthometric height was determined by differential leveling
 JP0216.and adjusted by the National Geodetic Survey in June 1991..
 JP0216
 JP0216.The geoid height was determined by GEOID03.
 JP0216
 JP0216.The dynamic height is computed by dividing the NAVD 88
 JP0216.geopotential number by the normal gravity value computed on the
 JP0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0216.degrees latitude (g = 980.6199 gals.).
 JP0216
 JP0216.The modeled gravity was interpolated from observed gravity values.
 JP0216
 JP0216;                    North         East    Units  Estimated Accuracy
 JP0216;SPC NV C     - 6,379,530.      559,290.      MT  (+/- 180 meters Scaled)
 JP0216
 JP0216                          SUPERSEDED SURVEY CONTROL
 JP0216
 JP0216  NGVD 29 (??/??/92) 1504.646  (m)         4936.49   (f) ADJ UNCH    2 0
 JP0216
 JP0216.Superseded values are not recommended for survey control.
 JP0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0216.See file dsdata.txt to determine how the superseded data were derived.
 JP0216
 JP0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC884250(NAD 83)
 JP0216_MARKER: DB = BENCH MARK DISK
 JP0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0216_STAMPING: E 185 1958
 JP0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0216+STABILITY: SURFACE MOTION
 JP0216
 JP0216  HISTORY     - Date     Condition        Report By
 JP0216  HISTORY     - 1958     MONUMENTED       CGS
 JP0216
 JP0216                          STATION DESCRIPTION
 JP0216
 JP0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0216'22.2 MI E FROM WARM SPRINGS.
 JP0216'15.5 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S.
 JP0216'HIGHWAY 6 AT WARM SPRINGS, THENCE 6.7 MILES NORTHEAST ALONG A DIRT
 JP0216'ROAD, 147 FEET WEST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD
 JP0216'WEST, 91 FEET NORTHWEST AND ACROSS THE TRACK ROAD FROM THE CENTER LINE
 JP0216'OF THE MAIN ROAD, 68 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK
 JP0216'ROAD, 1.7 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JP0216'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 JP0216'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0152 ***********************************************************************
 JP0152  DESIGNATION -  E 186
 JP0152  PID         -  JP0152
 JP0152  STATE/COUNTY-  NV/NYE
 JP0152  USGS QUAD   -  CROWS NEST (1990)
 JP0152
 JP0152                         *CURRENT SURVEY CONTROL
 JP0152  ___________________________________________________________________
 JP0152* NAD 83(1986)-  38 21 49.     (N)    115 37 49.     (W)     SCALED    
 JP0152* NAVD 88     -      1484.478  (meters)    4870.32   (feet)  ADJUSTED  
 JP0152  ___________________________________________________________________
 JP0152  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 JP0152  DYNAMIC HT  -        1482.929 (meters)    4865.24  (feet)  COMP
 JP0152  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 JP0152
 JP0152  VERT ORDER  -  SECOND    CLASS 0
 JP0152
 JP0152.The horizontal coordinates were scaled from a topographic map and have
 JP0152.an estimated accuracy of +/- 6 seconds.
 JP0152
 JP0152.The orthometric height was determined by differential leveling
 JP0152.and adjusted by the National Geodetic Survey in June 1991..
 JP0152
 JP0152.The geoid height was determined by GEOID03.
 JP0152
 JP0152.The dynamic height is computed by dividing the NAVD 88
 JP0152.geopotential number by the normal gravity value computed on the
 JP0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0152.degrees latitude (g = 980.6199 gals.).
 JP0152
 JP0152.The modeled gravity was interpolated from observed gravity values.
 JP0152
 JP0152;                    North         East    Units  Estimated Accuracy
 JP0152;SPC NV C     - 6,401,470.      590,570.      MT  (+/- 180 meters Scaled)
 JP0152
 JP0152                          SUPERSEDED SURVEY CONTROL
 JP0152
 JP0152  NGVD 29 (??/??/92) 1483.423  (m)         4866.86   (f) ADJ UNCH    2 0
 JP0152
 JP0152.Superseded values are not recommended for survey control.
 JP0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0152.See file dsdata.txt to determine how the superseded data were derived.
 JP0152
 JP0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC196470(NAD 83)
 JP0152_MARKER: DB = BENCH MARK DISK
 JP0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0152_STAMPING: E 186 1958
 JP0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0152+STABILITY: SURFACE MOTION
 JP0152
 JP0152  HISTORY     - Date     Condition        Report By
 JP0152  HISTORY     - 1958     MONUMENTED       CGS
 JP0152
 JP0152                          STATION DESCRIPTION
 JP0152
 JP0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0152'9.55 MI NE FROM NYALA.
 JP0152'9.55 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0152'NYALA, 114 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD
 JP0152'LEADING EAST TO TROY, 70 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 JP0152'ROAD, 93 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD EAST, 1.7 FEET
 JP0152'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 JP0152'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0516 ***********************************************************************
 HQ0516  DESIGNATION -  E 187
 HQ0516  PID         -  HQ0516
 HQ0516  STATE/COUNTY-  NV/NYE
 HQ0516  USGS QUAD   -  FREDS WELL (1987)
 HQ0516
 HQ0516                         *CURRENT SURVEY CONTROL
 HQ0516  ___________________________________________________________________
 HQ0516* NAD 83(1986)-  37 59 08.     (N)    116 00 50.     (W)     SCALED    
 HQ0516* NAVD 88     -      1479.368  (meters)    4853.56   (feet)  ADJUSTED  
 HQ0516  ___________________________________________________________________
 HQ0516  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 HQ0516  DYNAMIC HT  -        1477.754 (meters)    4848.26  (feet)  COMP
 HQ0516  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 HQ0516
 HQ0516  VERT ORDER  -  SECOND    CLASS 0
 HQ0516
 HQ0516.The horizontal coordinates were scaled from a topographic map and have
 HQ0516.an estimated accuracy of +/- 6 seconds.
 HQ0516
 HQ0516.The orthometric height was determined by differential leveling
 HQ0516.and adjusted by the National Geodetic Survey in June 1991..
 HQ0516
 HQ0516.The geoid height was determined by GEOID03.
 HQ0516
 HQ0516.The dynamic height is computed by dividing the NAVD 88
 HQ0516.geopotential number by the normal gravity value computed on the
 HQ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0516.degrees latitude (g = 980.6199 gals.).
 HQ0516
 HQ0516.The modeled gravity was interpolated from observed gravity values.
 HQ0516
 HQ0516;                    North         East    Units  Estimated Accuracy
 HQ0516;SPC NV C     - 6,359,200.      557,340.      MT  (+/- 180 meters Scaled)
 HQ0516
 HQ0516                          SUPERSEDED SURVEY CONTROL
 HQ0516
 HQ0516  NGVD 29 (??/??/92) 1478.340  (m)         4850.19   (f) ADJ UNCH    2 0
 HQ0516
 HQ0516.Superseded values are not recommended for survey control.
 HQ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0516.See file dsdata.txt to determine how the superseded data were derived.
 HQ0516
 HQ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC865046(NAD 83)
 HQ0516_MARKER: DB = BENCH MARK DISK
 HQ0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0516_STAMPING: E 187 1958
 HQ0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0516+STABILITY: SURFACE MOTION
 HQ0516
 HQ0516  HISTORY     - Date     Condition        Report By
 HQ0516  HISTORY     - 1958     MONUMENTED       CGS
 HQ0516
 HQ0516                          STATION DESCRIPTION
 HQ0516
 HQ0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0516'6.4 MI NE FROM REED MAINTENANCE STA.
 HQ0516'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED
 HQ0516'MAINTENANCE STATION, THENCE 2.1 MILES NORTHEAST ALONG A DIRT
 HQ0516'ROAD, THENCE 4.05 MILES NORTH ALONG A DIRT ROAD, 0.7 MILE NORTH
 HQ0516'OF A WINDMILL, A WATER TANK AND A SMALL FRAME BUILDING, ON THE
 HQ0516'EAST SIDE OF A LARGE ALKALI FLAT, 0.27 MILE SOUTH OF A POINT
 HQ0516'WHERE THE ROAD EMERGES FROM THE ALKALI FLAT AFTER CROSSING PART
 HQ0516'OF THE FLAT TO THE NORTH, 0.06 MILE NORTH OF A POINT WHERE THE
 HQ0516'ROAD REINTERS THE FLAT TO THE SOUTH, 42 FEET EAST OF THE CENTER
 HQ0516'LINE OF THE ROAD, 2.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 HQ0516'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HQ0516'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0080 ***********************************************************************
 JP0080  DESIGNATION -  E 188
 JP0080  PID         -  JP0080
 JP0080  STATE/COUNTY-  NV/NYE
 JP0080  USGS QUAD   -  CURRANT (1990)
 JP0080
 JP0080                         *CURRENT SURVEY CONTROL
 JP0080  ___________________________________________________________________
 JP0080* NAD 83(1986)-  38 42 59.     (N)    115 28 51.     (W)     SCALED    
 JP0080* NAVD 88     -      1559.093  (meters)    5115.12   (feet)  ADJUSTED  
 JP0080  ___________________________________________________________________
 JP0080  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 JP0080  DYNAMIC HT  -        1557.481 (meters)    5109.84  (feet)  COMP
 JP0080  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 JP0080
 JP0080  VERT ORDER  -  SECOND    CLASS 0
 JP0080
 JP0080.The horizontal coordinates were scaled from a topographic map and have
 JP0080.an estimated accuracy of +/- 6 seconds.
 JP0080
 JP0080.The orthometric height was determined by differential leveling
 JP0080.and adjusted by the National Geodetic Survey in June 1991..
 JP0080
 JP0080.The geoid height was determined by GEOID03.
 JP0080
 JP0080.The dynamic height is computed by dividing the NAVD 88
 JP0080.geopotential number by the normal gravity value computed on the
 JP0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0080.degrees latitude (g = 980.6199 gals.).
 JP0080
 JP0080.The modeled gravity was interpolated from observed gravity values.
 JP0080
 JP0080;                    North         East    Units  Estimated Accuracy
 JP0080;SPC NV C     - 6,440,790.      603,130.      MT  (+/- 180 meters Scaled)
 JP0080
 JP0080                          SUPERSEDED SURVEY CONTROL
 JP0080
 JP0080  NGVD 29 (??/??/92) 1557.966  (m)         5111.43   (f) ADJ UNCH    2 0
 JP0080
 JP0080.Superseded values are not recommended for survey control.
 JP0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0080.See file dsdata.txt to determine how the superseded data were derived.
 JP0080
 JP0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC320864(NAD 83)
 JP0080_MARKER: DB = BENCH MARK DISK
 JP0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0080_STAMPING: E 188 1958
 JP0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0080+STABILITY: SURFACE MOTION
 JP0080
 JP0080  HISTORY     - Date     Condition        Report By
 JP0080  HISTORY     - 1958     MONUMENTED       CGS
 JP0080
 JP0080                          STATION DESCRIPTION
 JP0080
 JP0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0080'1.9 MI S FROM CURRANT.
 JP0080'0.1 MILE SOUTHWEST ALONG U. S. HIGHWAY 6 FROM THE JUNCTION OF STATE
 JP0080'HIGHWAY 20 AT CURRANT, THENCE 1.8 MILES SOUTH ALONG A GRAVELED ROAD,
 JP0080'0.15 MILE SOUTH OF THE CROSSING OF A DEEP WASH, ON THE TOP OF A SMALL
 JP0080'KNOLL, 62 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET EAST
 JP0080'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JP0080'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0118 ***********************************************************************
 JP0118  DESIGNATION -  E 189
 JP0118  PID         -  JP0118
 JP0118  STATE/COUNTY-  NV/NYE
 JP0118  USGS QUAD   -  WATER GAP WEST (1985)
 JP0118
 JP0118                         *CURRENT SURVEY CONTROL
 JP0118  ___________________________________________________________________
 JP0118* NAD 83(1986)-  38 05 06.     (N)    115 27 51.     (W)     SCALED    
 JP0118* NAVD 88     -      1616.975  (meters)    5305.03   (feet)  ADJUSTED  
 JP0118  ___________________________________________________________________
 JP0118  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 JP0118  DYNAMIC HT  -        1615.177 (meters)    5299.13  (feet)  COMP
 JP0118  MODELED GRAV-     979,461.1   (mgal)                       NAVD 88
 JP0118
 JP0118  VERT ORDER  -  SECOND    CLASS 0
 JP0118
 JP0118.The horizontal coordinates were scaled from a topographic map and have
 JP0118.an estimated accuracy of +/- 6 seconds.
 JP0118
 JP0118.The orthometric height was determined by differential leveling
 JP0118.and adjusted by the National Geodetic Survey in June 1991..
 JP0118
 JP0118.The geoid height was determined by GEOID03.
 JP0118
 JP0118.The dynamic height is computed by dividing the NAVD 88
 JP0118.geopotential number by the normal gravity value computed on the
 JP0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0118.degrees latitude (g = 980.6199 gals.).
 JP0118
 JP0118.The modeled gravity was interpolated from observed gravity values.
 JP0118
 JP0118;                    North         East    Units  Estimated Accuracy
 JP0118;SPC NV C     - 6,370,720.      605,490.      MT  (+/- 180 meters Scaled)
 JP0118
 JP0118                          SUPERSEDED SURVEY CONTROL
 JP0118
 JP0118  NGVD 29 (??/??/92) 1615.869  (m)         5301.40   (f) ADJ UNCH    2 0
 JP0118
 JP0118.Superseded values are not recommended for survey control.
 JP0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0118.See file dsdata.txt to determine how the superseded data were derived.
 JP0118
 JP0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC346163(NAD 83)
 JP0118_MARKER: DB = BENCH MARK DISK
 JP0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0118_STAMPING: E 189 1958
 JP0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0118+STABILITY: SURFACE MOTION
 JP0118
 JP0118  HISTORY     - Date     Condition        Report By
 JP0118  HISTORY     - 1958     MONUMENTED       CGS
 JP0118
 JP0118                          STATION DESCRIPTION
 JP0118
 JP0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0118'7.2 MI SE FROM SHARP.
 JP0118'0.1 MILE NORTHEAST ALONG A DIRT ROAD FROM THE UHLAJDE RANCHHOUSE AT
 JP0118'SHARP, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 6.9 MILES
 JP0118'SOUTHEAST ALONG A DIRT ROAD LEADING TO PIOCHE, 71 1/2 FEET NORTHEAST
 JP0118'OF THE CENTER LINE OF THE ROAD, 1.7 FEET NORTHWEST OF A WITNESS POST,
 JP0118'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JP0118'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0231 ***********************************************************************
 MU0231  DESIGNATION -  E 19
 MU0231  PID         -  MU0231
 MU0231  STATE/COUNTY-  NV/HUMBOLDT
 MU0231  USGS QUAD   -  ANDORNO RANCH (1982)
 MU0231
 MU0231                         *CURRENT SURVEY CONTROL
 MU0231  ___________________________________________________________________
 MU0231* NAD 83(1986)-  41 23 26.     (N)    117 51 23.     (W)     SCALED    
 MU0231* NAVD 88     -      1267.182  (meters)    4157.41   (feet)  ADJUSTED  
 MU0231  ___________________________________________________________________
 MU0231  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 MU0231  DYNAMIC HT  -        1266.284 (meters)    4154.47  (feet)  COMP
 MU0231  MODELED GRAV-     979,870.9   (mgal)                       NAVD 88
 MU0231
 MU0231  VERT ORDER  -  FIRST     CLASS II
 MU0231
 MU0231.The horizontal coordinates were scaled from a topographic map and have
 MU0231.an estimated accuracy of +/- 6 seconds.
 MU0231
 MU0231.The orthometric height was determined by differential leveling
 MU0231.and adjusted by the National Geodetic Survey in June 1991..
 MU0231
 MU0231.The geoid height was determined by GEOID03.
 MU0231
 MU0231.The dynamic height is computed by dividing the NAVD 88
 MU0231.geopotential number by the normal gravity value computed on the
 MU0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0231.degrees latitude (g = 980.6199 gals.).
 MU0231
 MU0231.The modeled gravity was interpolated from observed gravity values.
 MU0231
 MU0231;                    North         East    Units  Estimated Accuracy
 MU0231;SPC NV W     - 4,737,270.      860,790.      MT  (+/- 180 meters Scaled)
 MU0231
 MU0231                          SUPERSEDED SURVEY CONTROL
 MU0231
 MU0231  NGVD 29 (??/??/92) 1266.106  (m)         4153.88   (f) ADJ UNCH    1 2
 MU0231
 MU0231.Superseded values are not recommended for survey control.
 MU0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0231.See file dsdata.txt to determine how the superseded data were derived.
 MU0231
 MU0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF284824(NAD 83)
 MU0231_MARKER: DB = BENCH MARK DISK
 MU0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0231_STAMPING: 4153.751 E 19 1931
 MU0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0231+STABILITY: SURFACE MOTION
 MU0231
 MU0231  HISTORY     - Date     Condition        Report By
 MU0231  HISTORY     - 1931     MONUMENTED       CGS
 MU0231  HISTORY     - 1957     GOOD             USGS
 MU0231  HISTORY     - 1968     GOOD             NGS
 MU0231
 MU0231                          STATION DESCRIPTION
 MU0231
 MU0231'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MU0231'35.6 MI N FROM WINNEMUCCA.
 MU0231'35.6 MILES NORTH ALONG THE HIGHWAY FROM WINNEMUCCA, HUMBOLDT COUNTY,
 MU0231'4.1 MILES WEST OF THE JUNCTION OF THE OLD DENIO HIGHWAY AND HIGHWAY
 MU0231'95, ALONG THE OLD DENIO HIGHWAY, 32 FEET NORTH OF THE CENTERLINE OF
 MU0231'THE OLD HIGHWAY, AND 225 FEET EAST OF THE CENTER OF A BARE ALKALI
 MU0231'PATCH 40 FEET IN DIAMETER AND NORTH OF THE ROAD.  A STANDARD DISK,
 MU0231'STAMPED 4153.751 E 19 1931 AND SET IN THE TOP OF A CONCRETE POST.
 MU0231
 MU0231                          STATION RECOVERY (1968)
 MU0231
 MU0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MU0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0261 ***********************************************************************
 LQ0261  DESIGNATION -  E 190
 LQ0261  PID         -  LQ0261
 LQ0261  STATE/COUNTY-  NV/WHITE PINE
 LQ0261  USGS QUAD   -  GOSHUTE LAKE SOUTH (1982)
 LQ0261
 LQ0261                         *CURRENT SURVEY CONTROL
 LQ0261  ___________________________________________________________________
 LQ0261* NAD 83(1986)-  40 00 11.     (N)    114 42 29.     (W)     SCALED    
 LQ0261* NAVD 88     -      1784.742  (meters)    5855.44   (feet)  ADJUSTED  
 LQ0261  ___________________________________________________________________
 LQ0261  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 LQ0261  DYNAMIC HT  -        1782.993 (meters)    5849.70  (feet)  COMP
 LQ0261  MODELED GRAV-     979,583.3   (mgal)                       NAVD 88
 LQ0261
 LQ0261  VERT ORDER  -  SECOND    CLASS 0
 LQ0261
 LQ0261.The horizontal coordinates were scaled from a topographic map and have
 LQ0261.an estimated accuracy of +/- 6 seconds.
 LQ0261
 LQ0261.The orthometric height was determined by differential leveling
 LQ0261.and adjusted by the National Geodetic Survey in June 1991..
 LQ0261
 LQ0261.The geoid height was determined by GEOID03.
 LQ0261
 LQ0261.The dynamic height is computed by dividing the NAVD 88
 LQ0261.geopotential number by the normal gravity value computed on the
 LQ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0261.degrees latitude (g = 980.6199 gals.).
 LQ0261
 LQ0261.The modeled gravity was interpolated from observed gravity values.
 LQ0261
 LQ0261;                    North         East    Units  Estimated Accuracy
 LQ0261;SPC NV E     - 8,583,320.      274,730.      MT  (+/- 180 meters Scaled)
 LQ0261
 LQ0261                          SUPERSEDED SURVEY CONTROL
 LQ0261
 LQ0261  NGVD 29 (??/??/92) 1783.540  (m)         5851.50   (f) ADJ UNCH    2 0
 LQ0261
 LQ0261.Superseded values are not recommended for survey control.
 LQ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0261.See file dsdata.txt to determine how the superseded data were derived.
 LQ0261
 LQ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE956306(NAD 83)
 LQ0261_MARKER: DB = BENCH MARK DISK
 LQ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0261_STAMPING: E 190 1958
 LQ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0261+STABILITY: SURFACE MOTION
 LQ0261
 LQ0261  HISTORY     - Date     Condition        Report By
 LQ0261  HISTORY     - 1958     MONUMENTED       CGS
 LQ0261  HISTORY     - 1981     GOOD             LOCSUR
 LQ0261
 LQ0261                          STATION DESCRIPTION
 LQ0261
 LQ0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0261'7.9 MI SW FROM LAGES STATION.
 LQ0261'6.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 93 AND 50 ALTERNATE FROM THE
 LQ0261'JUNCTION OF U. S. HIGHWAY 93 AT LAGES STATION, THENCE 1.7 MILES WEST
 LQ0261'ALONG A DIRT ROAD, 0.25 MILE WEST OF A SLIGHT CURVE, 26 FEET SOUTH OF
 LQ0261'THE CENTER LINE OF THE ROAD, 34 FEET EAST OF A FENCE POST WITH A
 LQ0261'WOODEN BRACE, 7.2 FEET NORTH OF A FENCE, 2.9 FEET EAST OF A WITNESS
 LQ0261'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LQ0261'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LQ0261
 LQ0261                          STATION RECOVERY (1981)
 LQ0261
 LQ0261'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LQ0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0181 ***********************************************************************
 LQ0181  DESIGNATION -  E 191
 LQ0181  PID         -  LQ0181
 LQ0181  STATE/COUNTY-  NV/ELKO
 LQ0181  USGS QUAD   -  WHITE HORSE MOUNTAIN (1982)
 LQ0181
 LQ0181                         *CURRENT SURVEY CONTROL
 LQ0181  ___________________________________________________________________
 LQ0181* NAD 83(1986)-  40 19 22.     (N)    114 18 59.     (W)     SCALED    
 LQ0181* NAVD 88     -      1709.128  (meters)    5607.36   (feet)  ADJUSTED  
 LQ0181  ___________________________________________________________________
 LQ0181  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 LQ0181  DYNAMIC HT  -        1707.595 (meters)    5602.33  (feet)  COMP
 LQ0181  MODELED GRAV-     979,667.5   (mgal)                       NAVD 88
 LQ0181
 LQ0181  VERT ORDER  -  SECOND    CLASS 0
 LQ0181
 LQ0181.The horizontal coordinates were scaled from a topographic map and have
 LQ0181.an estimated accuracy of +/- 6 seconds.
 LQ0181
 LQ0181.The orthometric height was determined by differential leveling
 LQ0181.and adjusted by the National Geodetic Survey in June 1991..
 LQ0181
 LQ0181.The geoid height was determined by GEOID03.
 LQ0181
 LQ0181.The dynamic height is computed by dividing the NAVD 88
 LQ0181.geopotential number by the normal gravity value computed on the
 LQ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0181.degrees latitude (g = 980.6199 gals.).
 LQ0181
 LQ0181.The modeled gravity was interpolated from observed gravity values.
 LQ0181
 LQ0181;                    North         East    Units  Estimated Accuracy
 LQ0181;SPC NV E     - 8,619,220.      307,670.      MT  (+/- 180 meters Scaled)
 LQ0181
 LQ0181                          SUPERSEDED SURVEY CONTROL
 LQ0181
 LQ0181  NGVD 29 (??/??/92) 1708.019  (m)         5603.73   (f) ADJ UNCH    2 0
 LQ0181
 LQ0181.Superseded values are not recommended for survey control.
 LQ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0181.See file dsdata.txt to determine how the superseded data were derived.
 LQ0181
 LQ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE280670(NAD 83)
 LQ0181_MARKER: DB = BENCH MARK DISK
 LQ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0181_STAMPING: E 191 1958
 LQ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0181+STABILITY: SURFACE MOTION
 LQ0181
 LQ0181  HISTORY     - Date     Condition        Report By
 LQ0181  HISTORY     - 1958     MONUMENTED       CGS
 LQ0181
 LQ0181                          STATION DESCRIPTION
 LQ0181
 LQ0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0181'12.3 MI NE FROM BOONE SPRINGS.
 LQ0181'12.3 MILES NORTHEAST ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE UTOCO
 LQ0181'SERVICE STATION AT BOONE SPRINGS, 150 FEET NORTH OF THE CENTER OF THE
 LQ0181'Y JUNCTION OF A TRACK ROAD NORTH, 61 FEET NORTHWEST OF THE CENTER LINE
 LQ0181'OF THE HIGHWAY, 34 1/2 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD,
 LQ0181'2.6 FEET SOUTHEAST OF A WITNESS POST, 1 FOOT LOWER THAN THE HIGHWAY,
 LQ0181'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LQ0181'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0326 ***********************************************************************
 MT0326  DESIGNATION -  E 192
 MT0326  PID         -  MT0326
 MT0326  STATE/COUNTY-  NV/ELKO
 MT0326  USGS QUAD   -  WINE CUP RANCH (1968)
 MT0326
 MT0326                         *CURRENT SURVEY CONTROL
 MT0326  ___________________________________________________________________
 MT0326* NAD 83(1986)-  41 25 58.     (N)    114 39 03.     (W)     SCALED    
 MT0326* NAVD 88     -      1681.205  (meters)    5515.75   (feet)  ADJUSTED  
 MT0326  ___________________________________________________________________
 MT0326  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 MT0326  DYNAMIC HT  -        1679.876 (meters)    5511.39  (feet)  COMP
 MT0326  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 MT0326
 MT0326  VERT ORDER  -  SECOND    CLASS 0
 MT0326
 MT0326.The horizontal coordinates were scaled from a topographic map and have
 MT0326.an estimated accuracy of +/- 6 seconds.
 MT0326
 MT0326.The orthometric height was determined by differential leveling
 MT0326.and adjusted by the National Geodetic Survey in June 1991..
 MT0326
 MT0326.The geoid height was determined by GEOID03.
 MT0326
 MT0326.The dynamic height is computed by dividing the NAVD 88
 MT0326.geopotential number by the normal gravity value computed on the
 MT0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0326.degrees latitude (g = 980.6199 gals.).
 MT0326
 MT0326.The modeled gravity was interpolated from observed gravity values.
 MT0326
 MT0326;                    North         East    Units  Estimated Accuracy
 MT0326;SPC NV E     - 8,742,120.      277,930.      MT  (+/- 180 meters Scaled)
 MT0326
 MT0326                          SUPERSEDED SURVEY CONTROL
 MT0326
 MT0326  NGVD 29 (??/??/92) 1680.046  (m)         5511.95   (f) ADJ UNCH    2 0
 MT0326
 MT0326.Superseded values are not recommended for survey control.
 MT0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0326.See file dsdata.txt to determine how the superseded data were derived.
 MT0326
 MT0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF962894(NAD 83)
 MT0326_MARKER: DB = BENCH MARK DISK
 MT0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0326_STAMPING: E 192 1958
 MT0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0326+STABILITY: SURFACE MOTION
 MT0326
 MT0326  HISTORY     - Date     Condition        Report By
 MT0326  HISTORY     - 1958     MONUMENTED       CGS
 MT0326
 MT0326                          STATION DESCRIPTION
 MT0326
 MT0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0326'6.9 MI E FROM WILKINS.
 MT0326'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0326'POST AT WILKINS, THENCE 6.2 MILES SOUTHEAST AND EAST ALONG A GRAVEL
 MT0326'ROAD, 0.5 MILE SOUTHWEST OF THE T JUNCTION OF A GRAVEL DRIVEWAY
 MT0326'LEADING SOUTHEAST TO A SMALL RANCHHOUSE, AT A SHALLOW CUT, 47 1/2 FEET
 MT0326'NORTHWEST OF THE CENTER LINE OF THE ROAD, 8 FEET NORTH OF A TELEPHONE
 MT0326'POLE, 2.6 FEET SOUTHEAST OF A WITNESS POST, 3 FEET HIGHER THAN THE
 MT0326'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 MT0326'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0246 ***********************************************************************
 MT0246  DESIGNATION -  E 196
 MT0246  PID         -  MT0246
 MT0246  STATE/COUNTY-  NV/ELKO
 MT0246  USGS QUAD   -  WILKINS (1968)
 MT0246
 MT0246                         *CURRENT SURVEY CONTROL
 MT0246  ___________________________________________________________________
 MT0246* NAD 83(1986)-  41 25 37.     (N)    114 50 31.     (W)     SCALED    
 MT0246* NAVD 88     -      1806.593  (meters)    5927.13   (feet)  ADJUSTED  
 MT0246  ___________________________________________________________________
 MT0246  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 MT0246  DYNAMIC HT  -        1805.157 (meters)    5922.42  (feet)  COMP
 MT0246  MODELED GRAV-     979,763.6   (mgal)                       NAVD 88
 MT0246
 MT0246  VERT ORDER  -  SECOND    CLASS 0
 MT0246
 MT0246.The horizontal coordinates were scaled from a topographic map and have
 MT0246.an estimated accuracy of +/- 6 seconds.
 MT0246
 MT0246.The orthometric height was determined by differential leveling
 MT0246.and adjusted by the National Geodetic Survey in June 1991..
 MT0246
 MT0246.The geoid height was determined by GEOID03.
 MT0246
 MT0246.The dynamic height is computed by dividing the NAVD 88
 MT0246.geopotential number by the normal gravity value computed on the
 MT0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0246.degrees latitude (g = 980.6199 gals.).
 MT0246
 MT0246.The modeled gravity was interpolated from observed gravity values.
 MT0246
 MT0246;                    North         East    Units  Estimated Accuracy
 MT0246;SPC NV E     - 8,741,320.      261,970.      MT  (+/- 180 meters Scaled)
 MT0246
 MT0246                          SUPERSEDED SURVEY CONTROL
 MT0246
 MT0246  NGVD 29 (??/??/92) 1805.416  (m)         5923.27   (f) ADJ UNCH    2 0
 MT0246
 MT0246.Superseded values are not recommended for survey control.
 MT0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0246.See file dsdata.txt to determine how the superseded data were derived.
 MT0246
 MT0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF803884(NAD 83)
 MT0246_MARKER: DB = BENCH MARK DISK
 MT0246_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0246_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MT0246_STAMPING: E 196 1958
 MT0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0246
 MT0246  HISTORY     - Date     Condition        Report By
 MT0246  HISTORY     - 1958     MONUMENTED       CGS
 MT0246
 MT0246                          STATION DESCRIPTION
 MT0246
 MT0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0246'13.8 MI N FROM MELANDCO.
 MT0246'ABOUT 13.8 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 MT0246'WATER TANK AT MELANDCO, 44 FEET WEST OF THE WEST RAIL, 53 FEET EAST OF
 MT0246'THE FENCE, 4 FEET SOUTH OF MILE POST 95, A DISK ON THE TOP OF A 3-INCH
 MT0246'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0308 ***********************************************************************
 MU0308  DESIGNATION -  E 197
 MU0308  PID         -  MU0308
 MU0308  STATE/COUNTY-  NV/HUMBOLDT
 MU0308  USGS QUAD   -  BUCKSKIN MOUNTAIN (1991)
 MU0308
 MU0308                         *CURRENT SURVEY CONTROL
 MU0308  ___________________________________________________________________
 MU0308* NAD 83(1986)-  41 45 22.     (N)    117 32 08.     (W)     SCALED    
 MU0308* NAVD 88     -      2208.123  (meters)    7244.48   (feet)  ADJUSTED  
 MU0308  ___________________________________________________________________
 MU0308  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 MU0308  DYNAMIC HT  -        2206.350 (meters)    7238.67  (feet)  COMP
 MU0308  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 MU0308
 MU0308  VERT ORDER  -  SECOND    CLASS 0
 MU0308
 MU0308.The horizontal coordinates were scaled from a topographic map and have
 MU0308.an estimated accuracy of +/- 6 seconds.
 MU0308
 MU0308.The orthometric height was determined by differential leveling
 MU0308.and adjusted by the National Geodetic Survey in June 1991..
 MU0308
 MU0308.The geoid height was determined by GEOID03.
 MU0308
 MU0308.The dynamic height is computed by dividing the NAVD 88
 MU0308.geopotential number by the normal gravity value computed on the
 MU0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0308.degrees latitude (g = 980.6199 gals.).
 MU0308
 MU0308.The modeled gravity was interpolated from observed gravity values.
 MU0308
 MU0308;                    North         East    Units  Estimated Accuracy
 MU0308;SPC NV W     - 4,778,140.      887,130.      MT  (+/- 180 meters Scaled)
 MU0308
 MU0308                          SUPERSEDED SURVEY CONTROL
 MU0308
 MU0308  NGVD 29 (??/??/92) 2206.86   (m)         7240.3    (f) COMPUTED    2 0
 MU0308
 MU0308.Superseded values are not recommended for survey control.
 MU0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0308.See file dsdata.txt to determine how the superseded data were derived.
 MU0308
 MU0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG554228(NAD 83)
 MU0308_MARKER: DB = BENCH MARK DISK
 MU0308_SETTING: 66 = SET IN ROCK OUTCROP
 MU0308_SP_SET: SET IN ROCK OUTCROP
 MU0308_STAMPING: E 197 1963
 MU0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0308+STABILITY: POSITION/ELEVATION WELL
 MU0308
 MU0308  HISTORY     - Date     Condition        Report By
 MU0308  HISTORY     - 1963     MONUMENTED       CGS
 MU0308
 MU0308                          STATION DESCRIPTION
 MU0308
 MU0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0308'27.75 MI SE FROM MCDERMITT.
 MU0308'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0308'LINE AT MCDERMITT, THENCE 13.75 MILES EAST ALONG BUCKSKIN ROAD, 0.65
 MU0308'MILE SOUTHEAST OF BUCKSKIN SUMMIT, SET VERTICALLY IN THE EAST FACE OF
 MU0308'A SMALL OUTCROP, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT
 MU0308'100 FEET SOUTH OF THE SOUTH END OF A CURVE, AND ABOUT 8 FEET ABOVE THE
 MU0308'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0176 ***********************************************************************
 MU0176  DESIGNATION -  E 198
 MU0176  PID         -  MU0176
 MU0176  STATE/COUNTY-  NV/HUMBOLDT
 MU0176  USGS QUAD   -  CAPITOL PEAK (1980)
 MU0176
 MU0176                         *CURRENT SURVEY CONTROL
 MU0176  ___________________________________________________________________
 MU0176* NAD 83(1986)-  41 47 22.     (N)    117 16 18.     (W)     SCALED    
 MU0176* NAVD 88     -      1975.257  (meters)    6480.49   (feet)  ADJUSTED  
 MU0176  ___________________________________________________________________
 MU0176  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 MU0176  DYNAMIC HT  -        1973.697 (meters)    6475.37  (feet)  COMP
 MU0176  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 MU0176
 MU0176  VERT ORDER  -  SECOND    CLASS 0
 MU0176
 MU0176.The horizontal coordinates were scaled from a topographic map and have
 MU0176.an estimated accuracy of +/- 6 seconds.
 MU0176
 MU0176.The orthometric height was determined by differential leveling
 MU0176.and adjusted by the National Geodetic Survey in June 1991..
 MU0176
 MU0176.The geoid height was determined by GEOID03.
 MU0176
 MU0176.The dynamic height is computed by dividing the NAVD 88
 MU0176.geopotential number by the normal gravity value computed on the
 MU0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0176.degrees latitude (g = 980.6199 gals.).
 MU0176
 MU0176.The modeled gravity was interpolated from observed gravity values.
 MU0176
 MU0176;                    North         East    Units  Estimated Accuracy
 MU0176;SPC NV W     - 4,782,150.      909,020.      MT  (+/- 180 meters Scaled)
 MU0176
 MU0176                          SUPERSEDED SURVEY CONTROL
 MU0176
 MU0176  NGVD 29 (??/??/92) 1974.006  (m)         6476.38   (f) ADJ UNCH    2 0
 MU0176
 MU0176.Superseded values are not recommended for survey control.
 MU0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0176.See file dsdata.txt to determine how the superseded data were derived.
 MU0176
 MU0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG774264(NAD 83)
 MU0176_MARKER: DB = BENCH MARK DISK
 MU0176_SETTING: 66 = SET IN ROCK OUTCROP
 MU0176_SP_SET: SET IN ROCK OUTCROP
 MU0176_STAMPING: E 198 1963
 MU0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0176+STABILITY: POSITION/ELEVATION WELL
 MU0176
 MU0176  HISTORY     - Date     Condition        Report By
 MU0176  HISTORY     - 1963     MONUMENTED       CGS
 MU0176
 MU0176                          STATION DESCRIPTION
 MU0176
 MU0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0176'49.25 MI E FROM MCDERMITT.
 MU0176'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0176'LINE AT MCDERMITT, THENCE 17.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0176'THENCE 18.1 MILES NORTHEAST ALONG A DIRT ROAD, IN THE TOP OF A 5- BY
 MU0176'9-FOOT OUTCROP WHICH IS ABOUT FLUSH WITH THE GROUND.  58 FEET
 MU0176'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 11 FEET SOUTHWEST OF A
 MU0176'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0369 ***********************************************************************
 LQ0369  DESIGNATION -  E 199
 LQ0369  PID         -  LQ0369
 LQ0369  STATE/COUNTY-  NV/ELKO
 LQ0369  USGS QUAD   -  JIGGS (1985)
 LQ0369
 LQ0369                         *CURRENT SURVEY CONTROL
 LQ0369  ___________________________________________________________________
 LQ0369* NAD 83(1986)-  40 25 08.     (N)    115 44 28.     (W)     SCALED    
 LQ0369* NAVD 88     -      1678.241  (meters)    5506.03   (feet)  ADJUSTED  
 LQ0369  ___________________________________________________________________
 LQ0369  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 LQ0369  DYNAMIC HT  -        1676.731 (meters)    5501.07  (feet)  COMP
 LQ0369  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 LQ0369
 LQ0369  VERT ORDER  -  SECOND    CLASS 0
 LQ0369
 LQ0369.The horizontal coordinates were scaled from a topographic map and have
 LQ0369.an estimated accuracy of +/- 6 seconds.
 LQ0369
 LQ0369.The orthometric height was determined by differential leveling
 LQ0369.and adjusted by the National Geodetic Survey in June 1991..
 LQ0369
 LQ0369.The geoid height was determined by GEOID03.
 LQ0369
 LQ0369.The dynamic height is computed by dividing the NAVD 88
 LQ0369.geopotential number by the normal gravity value computed on the
 LQ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0369.degrees latitude (g = 980.6199 gals.).
 LQ0369
 LQ0369.The modeled gravity was interpolated from observed gravity values.
 LQ0369
 LQ0369;                    North         East    Units  Estimated Accuracy
 LQ0369;SPC NV E     - 8,629,130.      186,610.      MT  (+/- 180 meters Scaled)
 LQ0369
 LQ0369                          SUPERSEDED SURVEY CONTROL
 LQ0369
 LQ0369  NGVD 29 (??/??/92) 1677.114  (m)         5502.33   (f) ADJ UNCH    2 0
 LQ0369
 LQ0369.Superseded values are not recommended for survey control.
 LQ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0369.See file dsdata.txt to determine how the superseded data were derived.
 LQ0369
 LQ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE068750(NAD 83)
 LQ0369_MARKER: DB = BENCH MARK DISK
 LQ0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0369_STAMPING: E 199 1963
 LQ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0369+STABILITY: SURFACE MOTION
 LQ0369
 LQ0369  HISTORY     - Date     Condition        Report By
 LQ0369  HISTORY     - 1963     MONUMENTED       CGS
 LQ0369
 LQ0369                          STATION DESCRIPTION
 LQ0369
 LQ0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0369'4.4 MI W FROM JIGGS.
 LQ0369'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0369'JIGGS, THENCE 4.1 MILES WEST ALONG THE LITTLE PORTER CREEK ROAD, 29
 LQ0369'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET EAST OF A WITNESS
 LQ0369'POST, ABOUT 2 FEET HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 LQ0369'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0028 ***********************************************************************
 MV0028  DESIGNATION -  E 20
 MV0028  PID         -  MV0028
 MV0028  STATE/COUNTY-  NV/HUMBOLDT
 MV0028  USGS QUAD   -  HOWARD HOT SPRING (1990)
 MV0028
 MV0028                         *CURRENT SURVEY CONTROL
 MV0028  ___________________________________________________________________
 MV0028* NAD 83(1986)-  41 44 18.     (N)    118 31 29.     (W)     SCALED    
 MV0028* NAVD 88     -      1330.710  (meters)    4365.84   (feet)  ADJUSTED  
 MV0028  ___________________________________________________________________
 MV0028  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 MV0028  DYNAMIC HT  -        1329.786 (meters)    4362.81  (feet)  COMP
 MV0028  MODELED GRAV-     979,882.5   (mgal)                       NAVD 88
 MV0028
 MV0028  VERT ORDER  -  FIRST     CLASS II
 MV0028
 MV0028.The horizontal coordinates were scaled from a topographic map and have
 MV0028.an estimated accuracy of +/- 6 seconds.
 MV0028
 MV0028.The orthometric height was determined by differential leveling
 MV0028.and adjusted by the National Geodetic Survey in June 1991..
 MV0028
 MV0028.The geoid height was determined by GEOID03.
 MV0028
 MV0028.The dynamic height is computed by dividing the NAVD 88
 MV0028.geopotential number by the normal gravity value computed on the
 MV0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0028.degrees latitude (g = 980.6199 gals.).
 MV0028
 MV0028.The modeled gravity was interpolated from observed gravity values.
 MV0028
 MV0028;                    North         East    Units  Estimated Accuracy
 MV0028;SPC NV W     - 4,775,640.      804,880.      MT  (+/- 180 meters Scaled)
 MV0028
 MV0028                          SUPERSEDED SURVEY CONTROL
 MV0028
 MV0028  NGVD 29 (??/??/92) 1329.582  (m)         4362.14   (f) ADJ UNCH    1 2
 MV0028
 MV0028.Superseded values are not recommended for survey control.
 MV0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0028.See file dsdata.txt to determine how the superseded data were derived.
 MV0028
 MV0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG732218(NAD 83)
 MV0028_MARKER: DB = BENCH MARK DISK
 MV0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0028_STAMPING: 4362.127 E 20 1931
 MV0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0028+STABILITY: SURFACE MOTION
 MV0028
 MV0028  HISTORY     - Date     Condition        Report By
 MV0028  HISTORY     - 1931     MONUMENTED       CGS
 MV0028  HISTORY     - 1934     GOOD             NGS
 MV0028
 MV0028                          STATION DESCRIPTION
 MV0028
 MV0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MV0028'19.0 MI SE FROM DENIO, OR.
 MV0028'IN HUMBOLDT COUNTY, NEVADA, 19.0 MILES SOUTHEAST ALONG THE HIGHWAY
 MV0028'FROM DENIO, HARNEY COUNTY, 12.0 MILES NORTH OF THE QUINN RIVER
 MV0028'CROSSING RANCH, AND 57 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 MV0028'STANDARD DISK, STAMPED 4362.127 E 20 1931 AND SET IN THE TOP OF A
 MV0028'CONCRETE POST.  NOTE-- 1200 FEET NE OF HWY. 8A, 60 FEET NE OF THE
 MV0028'CENTERLINE OF OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1045 ***********************************************************************
 KR1045  DESIGNATION -  E 200
 KR1045  PID         -  KR1045
 KR1045  STATE/COUNTY-  NV/LYON
 KR1045  USGS QUAD   -  FLOWERY PEAK (1994)
 KR1045
 KR1045                         *CURRENT SURVEY CONTROL
 KR1045  ___________________________________________________________________
 KR1045* NAD 83(1986)-  39 17 30.     (N)    119 32 03.     (W)     SCALED    
 KR1045* NAVD 88     -      1324.60   (+/-2cm)    4345.8    (feet)  VERTCON   
 KR1045  ___________________________________________________________________
 KR1045  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR1045
 KR1045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1045
 KR1045.The horizontal coordinates were scaled from a topographic map and have
 KR1045.an estimated accuracy of +/- 6 seconds.
 KR1045
 KR1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1045.The vertical order pertains to the NGVD 29 superseded value.
 KR1045
 KR1045.The geoid height was determined by GEOID03.
 KR1045
 KR1045;                    North         East    Units  Estimated Accuracy
 KR1045;SPC NV W     - 4,504,410.      717,980.      MT  (+/- 180 meters Scaled)
 KR1045
 KR1045                          SUPERSEDED SURVEY CONTROL
 KR1045
 KR1045  NGVD 29 (??/??/92) 1323.563  (m)         4342.39   (f) ADJ UNCH    2 0
 KR1045
 KR1045.Superseded values are not recommended for survey control.
 KR1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1045.See file dsdata.txt to determine how the superseded data were derived.
 KR1045
 KR1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD814522(NAD 83)
 KR1045_MARKER: DB = BENCH MARK DISK
 KR1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1045_STAMPING: E 200 1935
 KR1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1045+STABILITY: SURFACE MOTION
 KR1045
 KR1045  HISTORY     - Date     Condition        Report By
 KR1045  HISTORY     - 1935     MONUMENTED       CGS
 KR1045  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1045
 KR1045                          STATION DESCRIPTION
 KR1045
 KR1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR1045'5 MI NE FROM DAYTON.
 KR1045'5 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM DAYTON, LYON COUNTY,
 KR1045'BETWEEN TWO LARGE HILL RANGES, AT THE EAST SLOPE OF A HILL, 169 FEET
 KR1045'WEST OF A SMALL CONCRETE CULVERT, 12.4 FEET SOUTHEAST OF A LARGE
 KR1045'SIGNBOARD, AND 63.3 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A
 KR1045'STANDARD DISK, STAMPED E 200 1935 AND SET IN THE TOP OF A CONCRETE
 KR1045'POST.
 KR1045
 KR1045                          STATION RECOVERY (1967)
 KR1045
 KR1045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0814 ***********************************************************************
 KR0814  DESIGNATION -  E 201
 KR0814  PID         -  KR0814
 KR0814  STATE/COUNTY-  NV/STOREY
 KR0814  USGS QUAD   -  DERBY DAM (1985)
 KR0814
 KR0814                         *CURRENT SURVEY CONTROL
 KR0814  ___________________________________________________________________
 KR0814* NAD 83(1986)-  39 30 36.     (N)    119 26 16.     (W)     SCALED    
 KR0814* NAVD 88     -      1505.69   (+/-2cm)    4939.9    (feet)  VERTCON   
 KR0814  ___________________________________________________________________
 KR0814  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 KR0814
 KR0814  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0814
 KR0814.The horizontal coordinates were scaled from a topographic map and have
 KR0814.an estimated accuracy of +/- 6 seconds.
 KR0814
 KR0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0814.The vertical order pertains to the NGVD 29 superseded value.
 KR0814
 KR0814.The geoid height was determined by GEOID03.
 KR0814
 KR0814;                    North         East    Units  Estimated Accuracy
 KR0814;SPC NV W     - 4,528,560.      726,520.      MT  (+/- 180 meters Scaled)
 KR0814
 KR0814                          SUPERSEDED SURVEY CONTROL
 KR0814
 KR0814  NGVD 29 (??/??/92) 1504.623  (m)         4936.42   (f) ADJ UNCH    2 0
 KR0814
 KR0814.Superseded values are not recommended for survey control.
 KR0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0814.See file dsdata.txt to determine how the superseded data were derived.
 KR0814
 KR0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD904762(NAD 83)
 KR0814_MARKER: DB = BENCH MARK DISK
 KR0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0814_STAMPING: E 201 1935
 KR0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0814+STABILITY: SURFACE MOTION
 KR0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0814+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2001
 KR0814
 KR0814  HISTORY     - Date     Condition        Report By
 KR0814  HISTORY     - 1935     MONUMENTED       CGS
 KR0814  HISTORY     - 1961     GOOD             NGS
 KR0814  HISTORY     - 20010403 GOOD             NVGS
 KR0814
 KR0814                          STATION DESCRIPTION
 KR0814
 KR0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0814'6.1 MI SE FROM CLARK.
 KR0814'6.1 MILES SOUTHEAST OF, BY ROAD.  TO REACH FROM CLARK GO 6.1 MILES
 KR0814'SOUTHEAST ALONG ROAD TO RAMSEY.  AT TOP OF HILL, JUST SOUTHWEST OF
 KR0814'SOUTHWEST OF ENTRANCE TO CANYON.  49.1 FEET WEST OF CENTERLINE OF
 KR0814'ROAD.
 KR0814
 KR0814                          STATION RECOVERY (1961)
 KR0814
 KR0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KR0814'RECOVERED IN GOOD CONDITION.
 KR0814
 KR0814                          STATION RECOVERY (2001)
 KR0814
 KR0814'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0322 ***********************************************************************
 JR0322  DESIGNATION -  E 202
 JR0322  PID         -  JR0322
 JR0322  STATE/COUNTY-  NV/LYON
 JR0322  USGS QUAD   -  WILSON CANYON (1986)
 JR0322
 JR0322                         *CURRENT SURVEY CONTROL
 JR0322  ___________________________________________________________________
 JR0322* NAD 83(1986)-  38 51 09.     (N)    119 08 41.     (W)     SCALED    
 JR0322* NAVD 88     -      1376.34   (+/-2cm)    4515.5    (feet)  VERTCON   
 JR0322  ___________________________________________________________________
 JR0322  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 JR0322
 JR0322  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0322
 JR0322.The horizontal coordinates were scaled from a topographic map and have
 JR0322.an estimated accuracy of +/- 6 seconds.
 JR0322
 JR0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0322.The vertical order pertains to the NGVD 29 superseded value.
 JR0322
 JR0322.The geoid height was determined by GEOID03.
 JR0322
 JR0322;                    North         East    Units  Estimated Accuracy
 JR0322;SPC NV W     - 4,455,380.      751,270.      MT  (+/- 180 meters Scaled)
 JR0322
 JR0322                          SUPERSEDED SURVEY CONTROL
 JR0322
 JR0322  NGVD 29 (??/??/92) 1375.272  (m)         4512.04   (f) ADJ UNCH    2 0
 JR0322
 JR0322.Superseded values are not recommended for survey control.
 JR0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0322.See file dsdata.txt to determine how the superseded data were derived.
 JR0322
 JR0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD138025(NAD 83)
 JR0322_MARKER: DB = BENCH MARK DISK
 JR0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0322_STAMPING: E 202 1935
 JR0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0322+STABILITY: SURFACE MOTION
 JR0322
 JR0322  HISTORY     - Date     Condition        Report By
 JR0322  HISTORY     - 1935     MONUMENTED       CGS
 JR0322  HISTORY     - 1951     GOOD             NGS
 JR0322
 JR0322                          STATION DESCRIPTION
 JR0322
 JR0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0322'9.7 MI S FROM YERINGTON.
 JR0322'0.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0322'YERINGTON, THENCE 9.5 MILES SOUTH ALONG STATE HIGHWAY 3, 80 FEET
 JR0322'NORTHWEST OF AND ACROSS THE HIGHWAY FROM A 40-INCH COTTONWOOD
 JR0322'TREE, 39 FEET NORTH OF THE NORTH END OF A WIRE GATE, 37 FEET
 JR0322'SOUTH OF THE WEST END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT,
 JR0322'27 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH OF
 JR0322'A POWER LINE POLE, 2.4 FEET EAST OF A WIRE FENCE, ABOUT ONE FOOT
 JR0322'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JR0322'PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1082 ***********************************************************************
 KR1082  DESIGNATION -  E 209
 KR1082  PID         -  KR1082
 KR1082  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1082  USGS QUAD   -  MC TARNAHAN HILL (1994)
 KR1082
 KR1082                         *CURRENT SURVEY CONTROL
 KR1082  ___________________________________________________________________
 KR1082* NAD 83(1986)-  39 05 59.     (N)    119 43 37.     (W)     SCALED    
 KR1082* NAVD 88     -      1414.57   (+/-2cm)    4641.0    (feet)  VERTCON   
 KR1082  ___________________________________________________________________
 KR1082  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 KR1082
 KR1082  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1082
 KR1082.The horizontal coordinates were scaled from a topographic map and have
 KR1082.an estimated accuracy of +/- 6 seconds.
 KR1082
 KR1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1082.The vertical order pertains to the NGVD 29 superseded value.
 KR1082
 KR1082.The geoid height was determined by GEOID03.
 KR1082
 KR1082;                    North         East    Units  Estimated Accuracy
 KR1082;SPC NV W     - 4,483,290.      701,080.      MT  (+/- 180 meters Scaled)
 KR1082
 KR1082                          SUPERSEDED SURVEY CONTROL
 KR1082
 KR1082  NGVD 29 (??/??/92) 1413.434  (m)         4637.24   (f) ADJ UNCH    2 0
 KR1082
 KR1082.Superseded values are not recommended for survey control.
 KR1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1082.See file dsdata.txt to determine how the superseded data were derived.
 KR1082
 KR1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD641313(NAD 83)
 KR1082_MARKER: DB = BENCH MARK DISK
 KR1082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1082_SP_SET: ABUTMENT
 KR1082_STAMPING: E 209 1935
 KR1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1082
 KR1082  HISTORY     - Date     Condition        Report By
 KR1082  HISTORY     - 1935     MONUMENTED       CGS
 KR1082  HISTORY     - 1953     GOOD             NGS
 KR1082
 KR1082                          STATION DESCRIPTION
 KR1082
 KR1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR1082'2.2 MI SE FROM STEWART.
 KR1082'ABOUT 2.2 MILES SOUTHEAST ALONG THE WABUSKA ROAD FROM THE POST OFFICE
 KR1082'AT STEWART, AT THE SITE OF THE OLD MCTARNAHAN BRIDGE, IN THE TOP OF
 KR1082'THE WEST END OF THE NORTH ABUTMENT, 44 FEET SOUTH OF THE CENTER LINE
 KR1082'OF THE ROAD, 18 FEET SOUTHWEST OF A LARGE BLAZED COTTONWOOD TREE, 14.8
 KR1082'FEET SOUTH OF A WITNESS POST, 2.5 FEET EAST OF THE WEST EDGE OF THE
 KR1082'ABUTMENT, 2.2 FEET SOUTH OF THE NORTH EDGE OF THE ABUTMENT, AND ABOUT
 KR1082'10 FEET HIGHER THAN THE WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0424 ***********************************************************************
 LS0424  DESIGNATION -  E 21
 LS0424  PID         -  LS0424
 LS0424  STATE/COUNTY-  NV/WASHOE
 LS0424  USGS QUAD   -  PYRAMID SW (1974)
 LS0424
 LS0424                         *CURRENT SURVEY CONTROL
 LS0424  ___________________________________________________________________
 LS0424* NAD 83(1986)-  40 02 53.     (N)    119 40 42.     (W)     SCALED    
 LS0424* NAVD 88     -      1188.732  (meters)    3900.03   (feet)  ADJUSTED  
 LS0424  ___________________________________________________________________
 LS0424  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 LS0424  DYNAMIC HT  -        1187.776 (meters)    3896.90  (feet)  COMP
 LS0424  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 LS0424
 LS0424  VERT ORDER  -  FIRST     CLASS II
 LS0424
 LS0424.The horizontal coordinates were scaled from a topographic map and have
 LS0424.an estimated accuracy of +/- 6 seconds.
 LS0424
 LS0424.The orthometric height was determined by differential leveling
 LS0424.and adjusted by the National Geodetic Survey in June 1991..
 LS0424
 LS0424.The geoid height was determined by GEOID03.
 LS0424
 LS0424.The dynamic height is computed by dividing the NAVD 88
 LS0424.geopotential number by the normal gravity value computed on the
 LS0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0424.degrees latitude (g = 980.6199 gals.).
 LS0424
 LS0424.The modeled gravity was interpolated from observed gravity values.
 LS0424
 LS0424;                    North         East    Units  Estimated Accuracy
 LS0424;SPC NV W     - 4,588,520.      706,570.      MT  (+/- 180 meters Scaled)
 LS0424
 LS0424                          SUPERSEDED SURVEY CONTROL
 LS0424
 LS0424  NGVD 29 (??/??/92) 1187.745  (m)         3896.79   (f) ADJ UNCH    1 2
 LS0424
 LS0424.Superseded values are not recommended for survey control.
 LS0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0424.See file dsdata.txt to determine how the superseded data were derived.
 LS0424
 LS0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE715365(NAD 83)
 LS0424_MARKER: DB = BENCH MARK DISK
 LS0424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0424_SP_SET: CULVERT
 LS0424_STAMPING: 3896.570 E 21 1931
 LS0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0424
 LS0424  HISTORY     - Date     Condition        Report By
 LS0424  HISTORY     - 1931     MONUMENTED       CGS
 LS0424  HISTORY     - 1962     GOOD             NGS
 LS0424
 LS0424                          STATION DESCRIPTION
 LS0424
 LS0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LS0424'8.9 MI N FROM SUTCLIFFE.
 LS0424'8.9 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 LS0424'STATION AT SUTCLIFFE, WASHOE COUNTY, 0.4 MILES NORTH OF A ROAD
 LS0424'CROSSING, AT CONCRETE BRIDGE NO. 317.33, AND SET IN THE TOP OF THE
 LS0424'CENTER OF THE WEST HEADWALL.  A STANDARD DISK STAMPED 3896.570 E 21
 LS0424'1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0818 ***********************************************************************
 KR0818  DESIGNATION -  E 210
 KR0818  PID         -  KR0818
 KR0818  STATE/COUNTY-  NV/LYON
 KR0818  USGS QUAD   -  MOUNT COMO (1993)
 KR0818
 KR0818                         *CURRENT SURVEY CONTROL
 KR0818  ___________________________________________________________________
 KR0818* NAD 83(1986)-  39 04 28.     (N)    119 27 23.     (W)     SCALED    
 KR0818* NAVD 88     -      1966.53   (+/-2cm)    6451.9    (feet)  VERTCON   
 KR0818  ___________________________________________________________________
 KR0818  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 KR0818
 KR0818  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0818
 KR0818.The horizontal coordinates were scaled from a topographic map and have
 KR0818.an estimated accuracy of +/- 6 seconds.
 KR0818
 KR0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0818.The vertical order pertains to the NGVD 29 superseded value.
 KR0818
 KR0818.The geoid height was determined by GEOID03.
 KR0818
 KR0818;                    North         East    Units  Estimated Accuracy
 KR0818;SPC NV W     - 4,480,230.      724,460.      MT  (+/- 180 meters Scaled)
 KR0818
 KR0818                          SUPERSEDED SURVEY CONTROL
 KR0818
 KR0818  NGVD 29 (??/??/92) 1965.349  (m)         6447.98   (f) ADJ UNCH    2 0
 KR0818
 KR0818.Superseded values are not recommended for survey control.
 KR0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0818.See file dsdata.txt to determine how the superseded data were derived.
 KR0818
 KR0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD875279(NAD 83)
 KR0818_MARKER: DB = BENCH MARK DISK
 KR0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0818_STAMPING: E-210 1935
 KR0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0818+STABILITY: SURFACE MOTION
 KR0818
 KR0818  HISTORY     - Date     Condition        Report By
 KR0818  HISTORY     - 1935     MONUMENTED       CGS
 KR0818
 KR0818                          STATION DESCRIPTION
 KR0818
 KR0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0818'24.4 MI E FROM STEWART.
 KR0818'24.4 MILES EAST BY ROAD.  ALONG OLD COUNTY ROAD BETWEEN STEWART AND
 KR0818'WABUSKA.  TO REACH FROM POST OFFICE GO EAST ALONG PRISON FARM ROAD 2.3
 KR0818'MILES TO MCTARNAHAN BRIDGE.  THENCE, ACROSS BRIDGE EASTWARD THROUGH
 KR0818'VALLEY TO RIDGE 8.0 MILES.  THENCE, FOLLOW ROAD OVER RIDGE EASTWARD
 KR0818'2.9 MILES TO A T ROAD INTERSECTION.  THENCE, FOLLOW RIGHT HAND ROAD
 KR0818'NORTHEAST 1.8 MILES TO BULL RUN SPRINGS.  THENCE, TURN NORTH AND GO
 KR0818'NORTH AND EAST OVER SUNRISE PASS 9.4 MILES TO MARK. MARK IS ON THE
 KR0818'NORTH SLOPE OF MOUNTAIN OVERLOOKING THE HEAD OF A DEEP CANYON, IN A
 KR0818'GRASSY AREA BETWEEN SPRING AND THE ROAD, ABOUT 2.9 MILES EAST OF THE
 KR0818'SUMMIT OF SUNRISE PASS, AND ABOUT 20 FEET WEST OF THE CENTER LINE OF
 KR0818'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0395 ***********************************************************************
 JR0395  DESIGNATION -  E 211
 JR0395  PID         -  JR0395
 JR0395  STATE/COUNTY-  NV/LYON
 JR0395  USGS QUAD   -  OREANA PEAK (1986)
 JR0395
 JR0395                         *CURRENT SURVEY CONTROL
 JR0395  ___________________________________________________________________
 JR0395* NAD 83(1986)-  38 50 18.     (N)    119 23 05.     (W)     SCALED    
 JR0395* NAVD 88     -      1465.39   (+/-2cm)    4807.7    (feet)  VERTCON   
 JR0395  ___________________________________________________________________
 JR0395  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 JR0395
 JR0395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0395
 JR0395.The horizontal coordinates were scaled from a topographic map and have
 JR0395.an estimated accuracy of +/- 6 seconds.
 JR0395
 JR0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0395.The vertical order pertains to the NGVD 29 superseded value.
 JR0395
 JR0395.The geoid height was determined by GEOID03.
 JR0395
 JR0395;                    North         East    Units  Estimated Accuracy
 JR0395;SPC NV W     - 4,453,960.      730,430.      MT  (+/- 180 meters Scaled)
 JR0395
 JR0395                          SUPERSEDED SURVEY CONTROL
 JR0395
 JR0395  NGVD 29 (??/??/92) 1464.260  (m)         4803.99   (f) ADJ UNCH    2 0
 JR0395
 JR0395.Superseded values are not recommended for survey control.
 JR0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0395.See file dsdata.txt to determine how the superseded data were derived.
 JR0395
 JR0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD930015(NAD 83)
 JR0395_MARKER: DB = BENCH MARK DISK
 JR0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0395_STAMPING: E 211 1935
 JR0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0395+STABILITY: SURFACE MOTION
 JR0395
 JR0395  HISTORY     - Date     Condition        Report By
 JR0395  HISTORY     - 1935     MONUMENTED       CGS
 JR0395  HISTORY     - 1983     MARK NOT FOUND   USGS
 JR0395
 JR0395                          STATION DESCRIPTION
 JR0395
 JR0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0395'6.2 MI N FROM WELLINGTON.
 JR0395'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 JR0395'AT WELLINGTON, LYON COUNTY, THENCE 5.2 MILES NORTH ALONG A GRAVEL
 JR0395'ROAD LEADING TO ARTESIA, 93.7 FEET SOUTHEAST OF THE SOUTHEAST
 JR0395'CORNER OF A NEW BRICK FARMHOUSE, 66 FEET NORTHWEST OF THE
 JR0395'CENTER OF A ROAD INTERSECTION, 39 FEET WEST OF THE CENTERLINE
 JR0395'OF THE MAIN ROAD, 48 FEET NORTH OF THE CENTERLINE OF THE
 JR0395'EAST-AND-WEST ROAD, 5.9 FEET EAST OF THE EAST END OF A LARGE
 JR0395'GATE, AND 2.5 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED
 JR0395'E 211 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JR0395
 JR0395                          STATION RECOVERY (1983)
 JR0395
 JR0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JR0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0151 ***********************************************************************
 JR0151  DESIGNATION -  E 212
 JR0151  PID         -  JR0151
 JR0151  STATE/COUNTY-  NV/LYON
 JR0151  USGS QUAD   -  MITCHELL SPRING (1989)
 JR0151
 JR0151                         *CURRENT SURVEY CONTROL
 JR0151  ___________________________________________________________________
 JR0151* NAD 83(1986)-  38 30 21.     (N)    118 53 37.     (W)     SCALED    
 JR0151* NAVD 88     -      1850.94   (+/-2cm)    6072.6    (feet)  VERTCON   
 JR0151  ___________________________________________________________________
 JR0151  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 JR0151
 JR0151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0151
 JR0151.The horizontal coordinates were scaled from a topographic map and have
 JR0151.an estimated accuracy of +/- 6 seconds.
 JR0151
 JR0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0151.The vertical order pertains to the NGVD 29 superseded value.
 JR0151
 JR0151.The geoid height was determined by GEOID03.
 JR0151
 JR0151;                    North         East    Units  Estimated Accuracy
 JR0151;SPC NV W     - 4,416,790.      772,940.      MT  (+/- 180 meters Scaled)
 JR0151
 JR0151                          SUPERSEDED SURVEY CONTROL
 JR0151
 JR0151  NGVD 29 (??/??/92) 1849.653  (m)         6068.40   (f) ADJ UNCH    2 0
 JR0151
 JR0151.Superseded values are not recommended for survey control.
 JR0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0151.See file dsdata.txt to determine how the superseded data were derived.
 JR0151
 JR0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC348636(NAD 83)
 JR0151_MARKER: DB = BENCH MARK DISK
 JR0151_SETTING: 66 = SET IN ROCK OUTCROP
 JR0151_SP_SET: ROCKY FLAT
 JR0151_STAMPING: E 212 1935
 JR0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0151+STABILITY: POSITION/ELEVATION WELL
 JR0151
 JR0151  HISTORY     - Date     Condition        Report By
 JR0151  HISTORY     - 1935     MONUMENTED       CGS
 JR0151  HISTORY     - 1940     GOOD             NGS
 JR0151
 JR0151                          STATION DESCRIPTION
 JR0151
 JR0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0151'7 MI SE FROM WICHMAN.
 JR0151'TO REACH FROM WICKMAN POST OFFICE GO 2.0 MILES SOUTHEAST OVER
 JR0151'EAST WALKER RIVER, THENCE 0.5 MILES SOUTHEAST TO PASS BETWEEN
 JR0151'HILLS INTO COAL VALLEY THENCE 0.5 MILES SOUTHEAST TO ROAD FORK,
 JR0151'THENCE SOUTHEAST (LEFT) 1.1 MILES TO SECOND FORK, THENCE
 JR0151'SOUTHEAST (RIGHT) 2.9 MILES.  ON ROCKY FLAT BETWEEN TWO DRY
 JR0151'WASHES, NORTH OF WHITE DOLOMITE HILL.  5.0 MILES SOUTHEAST OF OLD
 JR0151'MORGAN RANCH.  200 FEET NORTH OF DRY WASH, 100 FEET SOUTH OF
 JR0151'ANOTHER DRY WASH, AND 37 FEET NORTH OF THE CENTERLINE OF THE
 JR0151'ROAD.  STANDARD TABLET SET HORIZONTALLY IN DRILL HOLE IN TOP OF
 JR0151'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0173 ***********************************************************************
 JR0173  DESIGNATION -  E 213
 JR0173  PID         -  JR0173
 JR0173  STATE/COUNTY-  NV/MINERAL
 JR0173  USGS QUAD   -  BUCK BRUSH SPRING (1988)
 JR0173
 JR0173                         *CURRENT SURVEY CONTROL
 JR0173  ___________________________________________________________________
 JR0173* NAD 83(1986)-  38 45 41.     (N)    118 54 04.     (W)     SCALED    
 JR0173* NAVD 88     -      1793.91   (+/-2cm)    5885.5    (feet)  VERTCON   
 JR0173  ___________________________________________________________________
 JR0173  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 JR0173
 JR0173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0173
 JR0173.The horizontal coordinates were scaled from a topographic map and have
 JR0173.an estimated accuracy of +/- 6 seconds.
 JR0173
 JR0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0173.The vertical order pertains to the NGVD 29 superseded value.
 JR0173
 JR0173.The geoid height was determined by GEOID03.
 JR0173
 JR0173;                    North         East    Units  Estimated Accuracy
 JR0173;SPC NV W     - 4,445,160.      772,380.      MT  (+/- 180 meters Scaled)
 JR0173
 JR0173                          SUPERSEDED SURVEY CONTROL
 JR0173
 JR0173  NGVD 29 (??/??/92) 1792.736  (m)         5881.67   (f) ADJ UNCH    2 0
 JR0173
 JR0173.Superseded values are not recommended for survey control.
 JR0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0173.See file dsdata.txt to determine how the superseded data were derived.
 JR0173
 JR0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC348920(NAD 83)
 JR0173_MARKER: DB = BENCH MARK DISK
 JR0173_SETTING: 66 = SET IN ROCK OUTCROP
 JR0173_SP_SET: ROCKY DRAW
 JR0173_STAMPING: E 213 1935
 JR0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0173+STABILITY: POSITION/ELEVATION WELL
 JR0173
 JR0173  HISTORY     - Date     Condition        Report By
 JR0173  HISTORY     - 1935     MONUMENTED       CGS
 JR0173
 JR0173                          STATION DESCRIPTION
 JR0173
 JR0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0173'29.3 MI SE FROM YERINGTON.
 JR0173'TO REACH FROM YERINGTON COURTHOUSE GO 10.2 MILES SOUTH ALONG
 JR0173'STATE HIGHWAY 3, THENCE 3.8 MILES EAST ALONG GRADED ROAD,
 JR0173'THENCE 10.5 MILES SOUTHEAST ALONG GRADED ROAD TO SIGN SHOWING
 JR0173'ROAD TO THE SUNNY SLOPES MINE, THENCE 4.8 MILES EAST ALONG ROAD.
 JR0173'ABOUT 5.2 MILES EAST OF WALKER RIVER AND 0.4 MILE EAST OF ROAD
 JR0173'LEADING TO SUNNY SLOPES MINE.  IN THE EAST END OF LONG VALLEY
 JR0173'SLOPING TOWARDS WALKER RIVER, AND ON THE SOUTH SIDE OF A ROCKY
 JR0173'DRAW.  24 FEET NORTH OF CENTERLINE OF ROAD, AND 19.0 FEET SOUTH
 JR0173'OF SOUTH BANK OF DRAW.  IN TOP OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0186 ***********************************************************************
 JR0186  DESIGNATION -  E 214
 JR0186  PID         -  JR0186
 JR0186  STATE/COUNTY-  NV/MINERAL
 JR0186  USGS QUAD   -  SCHURZ (1988)
 JR0186
 JR0186                         *CURRENT SURVEY CONTROL
 JR0186  ___________________________________________________________________
 JR0186* NAD 83(1986)-  38 54 42.     (N)    118 48 11.     (W)     SCALED    
 JR0186* NAVD 88     -      1273.01   (+/-2cm)    4176.5    (feet)  VERTCON   
 JR0186  ___________________________________________________________________
 JR0186  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 JR0186
 JR0186  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0186
 JR0186.The horizontal coordinates were scaled from a topographic map and have
 JR0186.an estimated accuracy of +/- 6 seconds.
 JR0186
 JR0186.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0186.The vertical order pertains to the NGVD 29 superseded value.
 JR0186
 JR0186.The geoid height was determined by GEOID03.
 JR0186
 JR0186;                    North         East    Units  Estimated Accuracy
 JR0186;SPC NV W     - 4,461,820.      780,950.      MT  (+/- 180 meters Scaled)
 JR0186
 JR0186                          SUPERSEDED SURVEY CONTROL
 JR0186
 JR0186  NGVD 29 (??/??/92) 1271.920  (m)         4172.96   (f) ADJ UNCH    2 0
 JR0186
 JR0186.Superseded values are not recommended for survey control.
 JR0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0186.See file dsdata.txt to determine how the superseded data were derived.
 JR0186
 JR0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD436085(NAD 83)
 JR0186_MARKER: DB = BENCH MARK DISK
 JR0186_SETTING: 80 = SET IN A BOULDER
 JR0186_SP_SET: BOULDER
 JR0186_STAMPING: E 214 1935
 JR0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0186+STABILITY: SURFACE MOTION
 JR0186
 JR0186  HISTORY     - Date     Condition        Report By
 JR0186  HISTORY     - 1935     MONUMENTED       CGS
 JR0186  HISTORY     - 1961     GOOD
 JR0186
 JR0186                          STATION DESCRIPTION
 JR0186
 JR0186'DESCRIBED 1961
 JR0186'2.7 MI S FROM SCHURZ.
 JR0186'ABOUT 2.7 MILES SOUTH ALONG U.S. HIGHWAY 95 AND STATE HIGHWAY
 JR0186'3 FROM THE POST OFFICE AT SCHURZ, MINERAL COUNTY, AT THE FOOT OF
 JR0186'THE EAST GENTLE SLOPE OF THE WALKER RANGE, 45 FEET EAST OF THE
 JR0186'CENTERLINE OF THE HIGHWAY AT STA. C 515+50 PLUS OR MINUS AND SET
 JR0186'IN THE TOP OF A 2-1/2 TON GRANITE BOULDER.  A STANDARD DISK
 JR0186'STAMPED E 214 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0171 ***********************************************************************
 JR0171  DESIGNATION -  E 217
 JR0171  PID         -  JR0171
 JR0171  STATE/COUNTY-  NV/LYON
 JR0171  USGS QUAD   -  BUCK BRUSH SPRING (1988)
 JR0171
 JR0171                         *CURRENT SURVEY CONTROL
 JR0171  ___________________________________________________________________
 JR0171* NAD 83(1986)-  38 45 06.     (N)    118 59 40.     (W)     SCALED    
 JR0171* NAVD 88     -      1437.03   (+/-2cm)    4714.7    (feet)  VERTCON   
 JR0171  ___________________________________________________________________
 JR0171  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 JR0171
 JR0171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0171
 JR0171.The horizontal coordinates were scaled from a topographic map and have
 JR0171.an estimated accuracy of +/- 6 seconds.
 JR0171
 JR0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0171.The vertical order pertains to the NGVD 29 superseded value.
 JR0171
 JR0171.The geoid height was determined by GEOID03.
 JR0171
 JR0171;                    North         East    Units  Estimated Accuracy
 JR0171;SPC NV W     - 4,444,110.      764,270.      MT  (+/- 180 meters Scaled)
 JR0171
 JR0171                          SUPERSEDED SURVEY CONTROL
 JR0171
 JR0171  NGVD 29 (??/??/92) 1435.920  (m)         4711.01   (f) ADJ UNCH    2 0
 JR0171
 JR0171.Superseded values are not recommended for survey control.
 JR0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0171.See file dsdata.txt to determine how the superseded data were derived.
 JR0171
 JR0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC266911(NAD 83)
 JR0171_MARKER: DB = BENCH MARK DISK
 JR0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0171_STAMPING: E 217 1935
 JR0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0171+STABILITY: SURFACE MOTION
 JR0171
 JR0171  HISTORY     - Date     Condition        Report By
 JR0171  HISTORY     - 1935     MONUMENTED       CGS
 JR0171  HISTORY     - 1940     GOOD             NGS
 JR0171
 JR0171                          STATION DESCRIPTION
 JR0171
 JR0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0171'24.2 MI SE FROM YERINGTON.
 JR0171'TO REACH FROM YERINGTON POST OFFICE GO SOUTH 11.0 MILES ALONG
 JR0171'NEVADA STATE HIWAY 3 TO A SIGN (MASON VALLEY CCC CAMP).  THENCE
 JR0171'GO 3.8 MILES EAST ALONG GRADED ROAD TO JUNCTION 0.1 MILES EAST
 JR0171'OF BRIDGE OVER THE EAST WALKER RIVER.  THENCE 9.3 MILES SOUTHEAST
 JR0171'ALONG THE EAST WALKER ROAD TO A FORK.  HERE TAKE THE LEFT FORK
 JR0171'AND CONTINUE FOR 0.1 MILES.  2.5 MILES SOUTHEAST OF CHARLEBOIS
 JR0171'RANCH, ON A LARGE SAGE COVERED ROCKY FLAT, NORTHEAST OF EAST
 JR0171'WALKER RIVER VALLEY.  38 FEET SOUTH OF THE CENTERLINE OF ROAD.
 JR0171'STANDARD TABLET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0360 ***********************************************************************
 KR0360  DESIGNATION -  E 218
 KR0360  PID         -  KR0360
 KR0360  STATE/COUNTY-  NV/MINERAL
 KR0360  USGS QUAD   -  TERRILL MOUNTAINS (1987)
 KR0360
 KR0360                         *CURRENT SURVEY CONTROL
 KR0360  ___________________________________________________________________
 KR0360* NAD 83(1986)-  39 01 46.     (N)    118 38 14.     (W)     SCALED    
 KR0360* NAVD 88     -      1301.25   (+/-2cm)    4269.2    (feet)  VERTCON   
 KR0360  ___________________________________________________________________
 KR0360  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 KR0360
 KR0360  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0360
 KR0360.The horizontal coordinates were scaled from a topographic map and have
 KR0360.an estimated accuracy of +/- 6 seconds.
 KR0360
 KR0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0360.The vertical order pertains to the NGVD 29 superseded value.
 KR0360
 KR0360.The geoid height was determined by GEOID03.
 KR0360
 KR0360;                    North         East    Units  Estimated Accuracy
 KR0360;SPC NV W     - 4,474,870.      795,330.      MT  (+/- 180 meters Scaled)
 KR0360
 KR0360                          SUPERSEDED SURVEY CONTROL
 KR0360
 KR0360  NGVD 29 (??/??/92) 1300.198  (m)         4265.73   (f) ADJ UNCH    1 2
 KR0360
 KR0360.Superseded values are not recommended for survey control.
 KR0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0360.See file dsdata.txt to determine how the superseded data were derived.
 KR0360
 KR0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD582213(NAD 83)
 KR0360_MARKER: DB = BENCH MARK DISK
 KR0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0360_STAMPING: E 218 1935
 KR0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0360+STABILITY: SURFACE MOTION
 KR0360
 KR0360  HISTORY     - Date     Condition        Report By
 KR0360  HISTORY     - 1935     MONUMENTED       CGS
 KR0360  HISTORY     - 1955     GOOD             NGS
 KR0360
 KR0360                          STATION DESCRIPTION
 KR0360
 KR0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0360'11.5 MI NE FROM SCHURZ.
 KR0360'1.1 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE CROSSING OF THE
 KR0360'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, THENCE 10.4 MILES
 KR0360'NORTHEAST ALONG A COUNTY GRADED ROAD, 0.45 MILE NORTHEAST OF THE
 KR0360'CROSSING OF A PROMINENT DIP THROUGH A DRY WASH, ABOUT 75 YARDS
 KR0360'SOUTHWEST OF THE SUMMIT OF A RISE, ON THE SOUTHWEST SLOPE OF A HILL,
 KR0360'52 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 22 FEET NORTHWEST OF
 KR0360'THE APPROXIMATE CENTER OF A DRAINAGE DITCH, 1.3 FEET SOUTHEAST OF A
 KR0360'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 KR0360'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1190 ***********************************************************************
 KR1190  DESIGNATION -  E 22
 KR1190  PID         -  KR1190
 KR1190  STATE/COUNTY-  NV/WASHOE
 KR1190  USGS QUAD   -  RENO NW (1982)
 KR1190
 KR1190                         *CURRENT SURVEY CONTROL
 KR1190  ___________________________________________________________________
 KR1190* NAD 83(1986)-  39 37 55.     (N)    119 58 43.     (W)     SCALED    
 KR1190* NAVD 88     -      1622.646  (meters)    5323.63   (feet)  ADJUSTED  
 KR1190  ___________________________________________________________________
 KR1190  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 KR1190  DYNAMIC HT  -        1621.112 (meters)    5318.60  (feet)  COMP
 KR1190  MODELED GRAV-     979,623.9   (mgal)                       NAVD 88
 KR1190
 KR1190  VERT ORDER  -  SECOND    CLASS 0
 KR1190
 KR1190.The horizontal coordinates were scaled from a topographic map and have
 KR1190.an estimated accuracy of +/- 6 seconds.
 KR1190
 KR1190.The orthometric height was determined by differential leveling
 KR1190.and adjusted by the National Geodetic Survey in June 1991..
 KR1190
 KR1190.The geoid height was determined by GEOID03.
 KR1190
 KR1190.The dynamic height is computed by dividing the NAVD 88
 KR1190.geopotential number by the normal gravity value computed on the
 KR1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1190.degrees latitude (g = 980.6199 gals.).
 KR1190
 KR1190.The modeled gravity was interpolated from observed gravity values.
 KR1190
 KR1190;                    North         East    Units  Estimated Accuracy
 KR1190;SPC NV W     - 4,542,680.      680,220.      MT  (+/- 180 meters Scaled)
 KR1190
 KR1190                          SUPERSEDED SURVEY CONTROL
 KR1190
 KR1190  NGVD 29 (??/??/92) 1621.478  (m)         5319.80   (f) ADJ UNCH    2 0
 KR1190
 KR1190.Superseded values are not recommended for survey control.
 KR1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1190.See file dsdata.txt to determine how the superseded data were derived.
 KR1190
 KR1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD443911(NAD 83)
 KR1190_MARKER: DB = BENCH MARK DISK
 KR1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1190+STABILITY: SURFACE MOTION
 KR1190
 KR1190  HISTORY     - Date     Condition        Report By
 KR1190  HISTORY     - UNK      MONUMENTED       CGS
 KR1190  HISTORY     - 1932     GOOD             NGS
 KR1190  HISTORY     - 1934     GOOD             NGS
 KR1190
 KR1190                          STATION DESCRIPTION
 KR1190
 KR1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KR1190'13.8 MI SE FROM RENO JUNCTION CALIF.
 KR1190'IN GRANITE BOULDER 25 FT. EAST OF WESTERN PACIFIC R.R. TRACK.  3 POSTS
 KR1190'SOUTH OF MILE POST 14.  110 FT NORTH OF ROAD CROSSING.  4 FT. ABOVE
 KR1190'TRACK LEVEL.
 KR1190
 KR1190                          STATION RECOVERY (1934)
 KR1190
 KR1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KR1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0300 ***********************************************************************
 GS0300  DESIGNATION -  E 23
 GS0300  PID         -  GS0300
 GS0300  STATE/COUNTY-  NV/NYE
 GS0300  USGS QUAD   -  BEATTY (1987)
 GS0300
 GS0300                         *CURRENT SURVEY CONTROL
 GS0300  ___________________________________________________________________
 GS0300* NAD 83(1986)-  36 52 35.     (N)    116 47 48.     (W)     SCALED    
 GS0300* NAVD 88     -       989.485  (meters)    3246.34   (feet)  ADJUSTED  
 GS0300  ___________________________________________________________________
 GS0300  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GS0300  DYNAMIC HT  -         988.468 (meters)    3243.00  (feet)  COMP
 GS0300  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 GS0300
 GS0300  VERT ORDER  -  FIRST     CLASS II
 GS0300
 GS0300.The horizontal coordinates were scaled from a topographic map and have
 GS0300.an estimated accuracy of +/- 6 seconds.
 GS0300
 GS0300.The orthometric height was determined by differential leveling
 GS0300.and adjusted by the National Geodetic Survey in June 1991..
 GS0300
 GS0300.The geoid height was determined by GEOID03.
 GS0300
 GS0300.The dynamic height is computed by dividing the NAVD 88
 GS0300.geopotential number by the normal gravity value computed on the
 GS0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0300.degrees latitude (g = 980.6199 gals.).
 GS0300
 GS0300.The modeled gravity was interpolated from observed gravity values.
 GS0300
 GS0300;                    North         East    Units  Estimated Accuracy
 GS0300;SPC NV C     - 6,235,920.      488,410.      MT  (+/- 180 meters Scaled)
 GS0300
 GS0300                          SUPERSEDED SURVEY CONTROL
 GS0300
 GS0300  NGVD 29 (05/01/91)  988.583  (m)         3243.38   (f) ADJUSTED    1 2
 GS0300
 GS0300.Superseded values are not recommended for survey control.
 GS0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0300.See file dsdata.txt to determine how the superseded data were derived.
 GS0300
 GS0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA181811(NAD 83)
 GS0300_MARKER: DB = BENCH MARK DISK
 GS0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0300_STAMPING: 3243.376 E 23 1933
 GS0300_MARK LOGO: CGS   
 GS0300_PROJECTION: PROJECTING 18 CENTIMETERS
 GS0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0300+STABILITY: SURFACE MOTION
 GS0300
 GS0300  HISTORY     - Date     Condition        Report By
 GS0300  HISTORY     - 1933     MONUMENTED       CGS
 GS0300  HISTORY     - 1983     GOOD             NGS
 GS0300
 GS0300                          STATION DESCRIPTION
 GS0300
 GS0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GS0300'2 MI SE FROM BULLFROG.
 GS0300'2.0 MILES SOUTHEAST ALONG THE BULLFROG-WESLEAD ROAD FROM BULLFROG,
 GS0300'NYE COUNTY, 27 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND ON
 GS0300'THE EAST SIDE OF A WIDE WASH.  A STANDARD DISK, STAMPED 3243.376
 GS0300'E 23 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 GS0300'INCHES ABOVE GROUND.
 GS0300
 GS0300                          STATION RECOVERY (1983)
 GS0300
 GS0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0300'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.0 KM
 GS0300'(3.75 MI) SOUTHWEST ALONG STATE HIGHWAY 374 FROM ITS JUNCTION WITH US
 GS0300'HIGHWAY 95 IN BEATTY, THENCE 1.55 KM (0.95 MI) SOUTHEAST ALONG A DIRT
 GS0300'ROAD LEADING TO THE BEATTY AIRFIELD, 8.2 METERS (27 FT) NORTHWEST OF
 GS0300'THE CENTER OF THE DIRT ROAD AND 96.8 METERS (317.5 FT) SOUTHEAST OF
 GS0300'THE CENTER OF A DIRT ROAD LEADING NORTHEAST.
 GS0300'THE MARK IS 0.15 METERS  SW FROM A WITNESS POST.
 GS0300'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0317 ***********************************************************************
 JQ0317  DESIGNATION -  E 24
 JQ0317  PID         -  JQ0317
 JQ0317  STATE/COUNTY-  NV/MINERAL
 JQ0317  USGS QUAD   -  DICALITE SUMMIT (1980)
 JQ0317
 JQ0317                         *CURRENT SURVEY CONTROL
 JQ0317  ___________________________________________________________________
 JQ0317* NAD 83(1986)-  38 25 01.     (N)    117 51 11.     (W)     SCALED    
 JQ0317* NAVD 88     -      1802.776  (meters)    5914.61   (feet)  ADJUSTED  
 JQ0317  ___________________________________________________________________
 JQ0317  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 JQ0317  DYNAMIC HT  -        1800.814 (meters)    5908.17  (feet)  COMP
 JQ0317  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 JQ0317
 JQ0317  VERT ORDER  -  FIRST     CLASS II
 JQ0317
 JQ0317.The horizontal coordinates were scaled from a topographic map and have
 JQ0317.an estimated accuracy of +/- 6 seconds.
 JQ0317
 JQ0317.The orthometric height was determined by differential leveling
 JQ0317.and adjusted by the National Geodetic Survey in June 1991..
 JQ0317
 JQ0317.The geoid height was determined by GEOID03.
 JQ0317
 JQ0317.The dynamic height is computed by dividing the NAVD 88
 JQ0317.geopotential number by the normal gravity value computed on the
 JQ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0317.degrees latitude (g = 980.6199 gals.).
 JQ0317
 JQ0317.The modeled gravity was interpolated from observed gravity values.
 JQ0317
 JQ0317;                    North         East    Units  Estimated Accuracy
 JQ0317;SPC NV W     - 4,407,130.      863,770.      MT  (+/- 180 meters Scaled)
 JQ0317
 JQ0317                          SUPERSEDED SURVEY CONTROL
 JQ0317
 JQ0317  NGVD 29 (??/??/92) 1801.560  (m)         5910.62   (f) ADJ UNCH    1 2
 JQ0317
 JQ0317.Superseded values are not recommended for survey control.
 JQ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0317.See file dsdata.txt to determine how the superseded data were derived.
 JQ0317
 JQ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC255524(NAD 83)
 JQ0317_MARKER: DB = BENCH MARK DISK
 JQ0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0317_STAMPING: 5910.589 E 24 1933
 JQ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0317+STABILITY: SURFACE MOTION
 JQ0317
 JQ0317  HISTORY     - Date     Condition        Report By
 JQ0317  HISTORY     - 1933     MONUMENTED       CGS
 JQ0317  HISTORY     - 1934     GOOD             NGS
 JQ0317  HISTORY     - 1975     GOOD             USGS
 JQ0317
 JQ0317                          STATION DESCRIPTION
 JQ0317
 JQ0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0317'13.8 MI NE FROM MINA.
 JQ0317'13.8 MILES NORTHEAST ALONG THE ROAD TO CLOVERDALE RANCH FROM MINA,
 JQ0317'MINERAL COUNTY, THENCE SOUTHEAST ALONG THE ROAD TO TONOPAH TO THE
 JQ0317'INTERSECTION OF THE ROAD LEADING TO TUNGSTEN MINE, THENCE 1.4 MILES
 JQ0317'SOUTH.  AND 21 FEET EAST OF THE CENTERLINE OF THE ROAD TO TUNGSTEN
 JQ0317'MINE.  A STANDARD DISK, STAMPED 5910.589 E 24 1933 AND SET IN THE TOP
 JQ0317'OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 JQ0317
 JQ0317                          STATION RECOVERY (1975)
 JQ0317
 JQ0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JQ0317'MINA, 13.8 MI NE. OF ALONG RD. TO CLOVERDALE RANCH, THENCE 3.5 MI SE.
 JQ0317'ALONG RD. TO TONOPAH TO INTERSECTION OF RD. LEADING TO TUNGSTEN MINE,
 JQ0317'THENCE 1.4 MI S. 21 FT E. OF CENTERLINE OF RD. TO TUNGSTEN MINE. SET
 JQ0317'IN TOP OF CONCRETE POST PROJECTING 1 FT ABOVE GROUND. STANDARD DISK
 JQ0317'STAMPED 5910.589 E 24 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0355 ***********************************************************************
 JQ0355  DESIGNATION -  E 25
 JQ0355  PID         -  JQ0355
 JQ0355  STATE/COUNTY-  NV/NYE
 JQ0355  USGS QUAD   -  GRANNY GOOSE WELL (1980)
 JQ0355
 JQ0355                         *CURRENT SURVEY CONTROL
 JQ0355  ___________________________________________________________________
 JQ0355* NAD 83(1986)-  38 41 45.     (N)    117 53 16.     (W)     SCALED    
 JQ0355* NAVD 88     -      1644.433  (meters)    5395.11   (feet)  ADJUSTED  
 JQ0355  ___________________________________________________________________
 JQ0355  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 JQ0355  DYNAMIC HT  -        1642.724 (meters)    5389.50  (feet)  COMP
 JQ0355  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 JQ0355
 JQ0355  VERT ORDER  -  FIRST     CLASS II
 JQ0355
 JQ0355.The horizontal coordinates were scaled from a topographic map and have
 JQ0355.an estimated accuracy of +/- 6 seconds.
 JQ0355
 JQ0355.The orthometric height was determined by differential leveling
 JQ0355.and adjusted by the National Geodetic Survey in June 1991..
 JQ0355
 JQ0355.The geoid height was determined by GEOID03.
 JQ0355
 JQ0355.The dynamic height is computed by dividing the NAVD 88
 JQ0355.geopotential number by the normal gravity value computed on the
 JQ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0355.degrees latitude (g = 980.6199 gals.).
 JQ0355
 JQ0355.The modeled gravity was interpolated from observed gravity values.
 JQ0355
 JQ0355;                    North         East    Units  Estimated Accuracy
 JQ0355;SPC NV C     - 6,438,540.      393,780.      MT  (+/- 180 meters Scaled)
 JQ0355
 JQ0355                          SUPERSEDED SURVEY CONTROL
 JQ0355
 JQ0355  NGVD 29 (??/??/92) 1643.216  (m)         5391.12   (f) ADJ UNCH    1 2
 JQ0355
 JQ0355.Superseded values are not recommended for survey control.
 JQ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0355.See file dsdata.txt to determine how the superseded data were derived.
 JQ0355
 JQ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC227833(NAD 83)
 JQ0355_MARKER: DB = BENCH MARK DISK
 JQ0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0355_STAMPING: 5391.124 E 25 1933
 JQ0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0355+STABILITY: SURFACE MOTION
 JQ0355
 JQ0355  HISTORY     - Date     Condition        Report By
 JQ0355  HISTORY     - 1933     MONUMENTED       CGS
 JQ0355  HISTORY     - 1934     GOOD             NGS
 JQ0355  HISTORY     - 1977     GOOD             USGS
 JQ0355
 JQ0355                          STATION DESCRIPTION
 JQ0355
 JQ0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0355'3.1 MI S FROM GOLDYKE.
 JQ0355'3.1 MILES SOUTH ALONG THE MAIN ROAD BETWEEN GOLDYKE AND MINA FROM
 JQ0355'GOLDYKE, NYE COUNTY, 75 FEET NORTHEAST OF A WASH, AND 24 FEET WEST OF
 JQ0355'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED 5391.124 E 25
 JQ0355'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 JQ0355'GROUND.
 JQ0355
 JQ0355                          STATION RECOVERY (1977)
 JQ0355
 JQ0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JQ0355'GOLDYKE, 1.9 MILES SOUTH OF TO A Y ROAD SOUTH. THENCE 1.15 MILES
 JQ0355'SOUTHWEST ON DIRT ROAD TO A CROSSROAD. 240 FEET SOUTHWEST OF
 JQ0355'CROSSROAD AND 24 FEET NORTHWEST OF THE CENTERLINE OF NE-SW ROAD. A
 JQ0355'STANDARD DISK, STAMPED 5391.124 E 25 1933 AND SET IN THE TOP OF A
 JQ0355'CONCRETE POST PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0377 ***********************************************************************
 JQ0377  DESIGNATION -  E 26
 JQ0377  PID         -  JQ0377
 JQ0377  STATE/COUNTY-  NV/NYE
 JQ0377  USGS QUAD   -  IONE (1988)
 JQ0377
 JQ0377                         *CURRENT SURVEY CONTROL
 JQ0377  ___________________________________________________________________
 JQ0377* NAD 83(1986)-  38 54 16.     (N)    117 37 15.     (W)     SCALED    
 JQ0377* NAVD 88     -      1922.339  (meters)    6306.87   (feet)  ADJUSTED  
 JQ0377  ___________________________________________________________________
 JQ0377  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 JQ0377  DYNAMIC HT  -        1920.256 (meters)    6300.04  (feet)  COMP
 JQ0377  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 JQ0377
 JQ0377  VERT ORDER  -  FIRST     CLASS II
 JQ0377
 JQ0377.The horizontal coordinates were scaled from a topographic map and have
 JQ0377.an estimated accuracy of +/- 6 seconds.
 JQ0377
 JQ0377.The orthometric height was determined by differential leveling
 JQ0377.and adjusted by the National Geodetic Survey in June 1991..
 JQ0377
 JQ0377.The geoid height was determined by GEOID03.
 JQ0377
 JQ0377.The dynamic height is computed by dividing the NAVD 88
 JQ0377.geopotential number by the normal gravity value computed on the
 JQ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0377.degrees latitude (g = 980.6199 gals.).
 JQ0377
 JQ0377.The modeled gravity was interpolated from observed gravity values.
 JQ0377
 JQ0377;                    North         East    Units  Estimated Accuracy
 JQ0377;SPC NV C     - 6,461,420.      417,240.      MT  (+/- 180 meters Scaled)
 JQ0377
 JQ0377                          SUPERSEDED SURVEY CONTROL
 JQ0377
 JQ0377  NGVD 29 (??/??/92) 1921.000  (m)         6302.48   (f) ADJ UNCH    1 2
 JQ0377
 JQ0377.Superseded values are not recommended for survey control.
 JQ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0377.See file dsdata.txt to determine how the superseded data were derived.
 JQ0377
 JQ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD461063(NAD 83)
 JQ0377_MARKER: DB = BENCH MARK DISK
 JQ0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JQ0377_SP_SET: MONUMENT
 JQ0377_STAMPING: E 26 1933 6302.428
 JQ0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0377
 JQ0377  HISTORY     - Date     Condition        Report By
 JQ0377  HISTORY     - 1933     MONUMENTED       CGS
 JQ0377  HISTORY     - 1970     GOOD             NGS
 JQ0377
 JQ0377                          STATION DESCRIPTION
 JQ0377
 JQ0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JQ0377'3.7 MI SW FROM IONE.
 JQ0377'3.7 MILES SOUTHWEST ALONG THE MAIN ROAD TO TONOPAH FROM THE TAVERN IN
 JQ0377'IONE, 100 YARDS EAST OF THE MAIN TRAVELED ROAD, 33 FEET EAST OF AN
 JQ0377'ABANDONED SECTION OF GRADED ROAD AND 1 FOOT WEST OF A METAL WITNESS
 JQ0377'POST AND SIGN.  THE MARK IS 0.15 MILE NORTHEAST OF A ROAD LEADING
 JQ0377'SOUTHEAST TO BERLIN.  SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 JQ0377'PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0197 ***********************************************************************
 KQ0197  DESIGNATION -  E 27
 KQ0197  PID         -  KQ0197
 KQ0197  STATE/COUNTY-  NV/LANDER
 KQ0197  USGS QUAD   -  WEST OF AUSTIN (1988)
 KQ0197
 KQ0197                         *CURRENT SURVEY CONTROL
 KQ0197  ___________________________________________________________________
 KQ0197* NAD 83(1986)-  39 24 39.     (N)    117 09 28.     (W)     SCALED    
 KQ0197* NAVD 88     -      1808.786  (meters)    5934.33   (feet)  ADJUSTED  
 KQ0197  ___________________________________________________________________
 KQ0197  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 KQ0197  DYNAMIC HT  -        1806.931 (meters)    5928.24  (feet)  COMP
 KQ0197  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 KQ0197
 KQ0197  VERT ORDER  -  FIRST     CLASS II
 KQ0197
 KQ0197.The horizontal coordinates were scaled from a topographic map and have
 KQ0197.an estimated accuracy of +/- 6 seconds.
 KQ0197
 KQ0197.The orthometric height was determined by differential leveling
 KQ0197.and adjusted by the National Geodetic Survey in June 1991..
 KQ0197
 KQ0197.The geoid height was determined by GEOID03.
 KQ0197
 KQ0197.The dynamic height is computed by dividing the NAVD 88
 KQ0197.geopotential number by the normal gravity value computed on the
 KQ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0197.degrees latitude (g = 980.6199 gals.).
 KQ0197
 KQ0197.The modeled gravity was interpolated from observed gravity values.
 KQ0197
 KQ0197;                    North         East    Units  Estimated Accuracy
 KQ0197;SPC NV C     - 6,517,320.      457,710.      MT  (+/- 180 meters Scaled)
 KQ0197
 KQ0197                          SUPERSEDED SURVEY CONTROL
 KQ0197
 KQ0197  NGVD 29 (??/??/92) 1807.514  (m)         5930.15   (f) ADJ UNCH    1 2
 KQ0197
 KQ0197.Superseded values are not recommended for survey control.
 KQ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0197.See file dsdata.txt to determine how the superseded data were derived.
 KQ0197
 KQ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD864623(NAD 83)
 KQ0197_MARKER: DB = BENCH MARK DISK
 KQ0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0197_STAMPING: 5929.982 E 27 1933
 KQ0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0197+STABILITY: SURFACE MOTION
 KQ0197
 KQ0197  HISTORY     - Date     Condition        Report By
 KQ0197  HISTORY     - 1933     MONUMENTED       CGS
 KQ0197  HISTORY     - 1955     GOOD             NGS
 KQ0197  HISTORY     - 1985     MARK NOT FOUND   NGS
 KQ0197
 KQ0197                          STATION DESCRIPTION
 KQ0197
 KQ0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0197'2.0 MI SW FROM AUSTIN.
 KQ0197'2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE IN
 KQ0197'AUSTIN, LANDER COUNTY, THENCE 7.2 MILES SOUTH ALONG THE BIG CREEK
 KQ0197'ROAD, THENCE 0.1 MILE SOUTH ALONG A DIRT ROAD, AND 26 FEET EAST OF THE
 KQ0197'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED 5929.982 E 27 1933
 KQ0197'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 KQ0197'GROUND.
 KQ0197
 KQ0197                          STATION RECOVERY (1985)
 KQ0197
 KQ0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0412 ***********************************************************************
 LR0412  DESIGNATION -  E 28
 LR0412  PID         -  LR0412
 LR0412  STATE/COUNTY-  NV/LANDER
 LR0412  USGS QUAD   -  WATTS (1990)
 LR0412
 LR0412                         *CURRENT SURVEY CONTROL
 LR0412  ___________________________________________________________________
 LR0412* NAD 83(1986)-  40 09 37.     (N)    117 08 50.     (W)     SCALED    
 LR0412* NAVD 88     -      1467.331  (meters)    4814.07   (feet)  ADJUSTED  
 LR0412  ___________________________________________________________________
 LR0412  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 LR0412  DYNAMIC HT  -        1466.029 (meters)    4809.80  (feet)  COMP
 LR0412  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 LR0412
 LR0412  VERT ORDER  -  FIRST     CLASS II
 LR0412
 LR0412.The horizontal coordinates were scaled from a topographic map and have
 LR0412.an estimated accuracy of +/- 6 seconds.
 LR0412
 LR0412.The orthometric height was determined by differential leveling
 LR0412.and adjusted by the National Geodetic Survey in June 1991..
 LR0412
 LR0412.The geoid height was determined by GEOID03.
 LR0412
 LR0412.The dynamic height is computed by dividing the NAVD 88
 LR0412.geopotential number by the normal gravity value computed on the
 LR0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0412.degrees latitude (g = 980.6199 gals.).
 LR0412
 LR0412.The modeled gravity was interpolated from observed gravity values.
 LR0412
 LR0412;                    North         East    Units  Estimated Accuracy
 LR0412;SPC NV C     - 6,600,520.      459,060.      MT  (+/- 180 meters Scaled)
 LR0412
 LR0412                          SUPERSEDED SURVEY CONTROL
 LR0412
 LR0412  NGVD 29 (??/??/92) 1466.213  (m)         4810.40   (f) ADJ UNCH    1 2
 LR0412
 LR0412.Superseded values are not recommended for survey control.
 LR0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0412.See file dsdata.txt to determine how the superseded data were derived.
 LR0412
 LR0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME874455(NAD 83)
 LR0412_MARKER: DB = BENCH MARK DISK
 LR0412_SETTING: 0 = UNSPECIFIED SETTING
 LR0412_STAMPING: E 28 1933 4810.148
 LR0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0412
 LR0412  HISTORY     - Date     Condition        Report By
 LR0412  HISTORY     - 1933     MONUMENTED       CGS
 LR0412  HISTORY     - 1963     GOOD             NGS
 LR0412
 LR0412                          STATION DESCRIPTION
 LR0412
 LR0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LR0412'35.6 MI S FROM BATTLE MOUNTAIN.
 LR0412'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND
 LR0412'STATE HIGHWAY 8A GO SOUTHWEST ON STATE 8A FOR 37.2 MILES TO A SIDE
 LR0412'ROAD ON THE RIGHT AT A SIGN FISH CREEK, ELLISON RANCH.  TURN RIGHT,
 LR0412'WEST, AND GO ON THE BLADED ROAD FOR 1.8 MILES TO WHERE AN OLD
 LR0412'ABANDONED RAILROAD BED CROSSES THE ROAD.  TURN RIGHT, NORTH, AND GO
 LR0412'0.25 MILES TO THE BENCH MARK ON THE LEFT.  THE MARK IS ABOUT 55 FEET
 LR0412'EAST OF THE CENTER LINE OF THE OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0002 ***********************************************************************
 LQ0002  DESIGNATION -  E 29
 LQ0002  PID         -  LQ0002
 LQ0002  STATE/COUNTY-  NV/ELKO
 LQ0002  USGS QUAD   -  HARDY CREEK (1982)
 LQ0002
 LQ0002                         *CURRENT SURVEY CONTROL
 LQ0002  ___________________________________________________________________
 LQ0002* NAD 83(1986)-  40 56 58.     (N)    114 26 41.     (W)     SCALED    
 LQ0002* NAVD 88     -      1720.704  (meters)    5645.34   (feet)  ADJUSTED  
 LQ0002  ___________________________________________________________________
 LQ0002  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 LQ0002  DYNAMIC HT  -        1719.244 (meters)    5640.55  (feet)  COMP
 LQ0002  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 LQ0002
 LQ0002  VERT ORDER  -  FIRST     CLASS II
 LQ0002
 LQ0002.The horizontal coordinates were scaled from a topographic map and have
 LQ0002.an estimated accuracy of +/- 6 seconds.
 LQ0002
 LQ0002.The orthometric height was determined by differential leveling
 LQ0002.and adjusted by the National Geodetic Survey in June 1991..
 LQ0002
 LQ0002.The geoid height was determined by GEOID03.
 LQ0002
 LQ0002.The dynamic height is computed by dividing the NAVD 88
 LQ0002.geopotential number by the normal gravity value computed on the
 LQ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0002.degrees latitude (g = 980.6199 gals.).
 LQ0002
 LQ0002.The modeled gravity was interpolated from observed gravity values.
 LQ0002
 LQ0002;                    North         East    Units  Estimated Accuracy
 LQ0002;SPC NV E     - 8,688,660.      295,860.      MT  (+/- 180 meters Scaled)
 LQ0002
 LQ0002                          SUPERSEDED SURVEY CONTROL
 LQ0002
 LQ0002  NGVD 29 (??/??/92) 1719.591  (m)         5641.69   (f) ADJ UNCH    1 2
 LQ0002
 LQ0002.Superseded values are not recommended for survey control.
 LQ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0002.See file dsdata.txt to determine how the superseded data were derived.
 LQ0002
 LQ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF150362(NAD 83)
 LQ0002_MARKER: DB = BENCH MARK DISK
 LQ0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0002_STAMPING: 5641.691 E 29 1933
 LQ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0002+STABILITY: SURFACE MOTION
 LQ0002
 LQ0002  HISTORY     - Date     Condition        Report By
 LQ0002  HISTORY     - 1933     MONUMENTED       CGS
 LQ0002
 LQ0002                          STATION DESCRIPTION
 LQ0002
 LQ0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0002'6.5 MI N FROM SHAFTER.
 LQ0002'ABOUT 6.5 MILES NORTH ALONG THE NEVADA NORTHERN RAILWAY FROM SHAFTER,
 LQ0002'ELKO COUNTY, 15 FEET NORTH OF MILEPOST 12, AND 49 FEET WEST OF THE
 LQ0002'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 5641.691 E 29 1933
 LQ0002'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 11 INCHES ABOVE
 LQ0002'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0187 ***********************************************************************
 KR0187  DESIGNATION -  E 294
 KR0187  PID         -  KR0187
 KR0187  STATE/COUNTY-  NV/MINERAL
 KR0187  USGS QUAD   -  RAWHIDE (1980)
 KR0187
 KR0187                         *CURRENT SURVEY CONTROL
 KR0187  ___________________________________________________________________
 KR0187* NAD 83(1986)-  39 01 52.     (N)    118 24 11.     (W)     SCALED    
 KR0187* NAVD 88     -      1608.21   (+/-2cm)    5276.3    (feet)  VERTCON   
 KR0187  ___________________________________________________________________
 KR0187  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 KR0187
 KR0187  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0187
 KR0187.The horizontal coordinates were scaled from a topographic map and have
 KR0187.an estimated accuracy of +/- 6 seconds.
 KR0187
 KR0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0187.The vertical order pertains to the NGVD 29 superseded value.
 KR0187
 KR0187.The geoid height was determined by GEOID03.
 KR0187
 KR0187;                    North         East    Units  Estimated Accuracy
 KR0187;SPC NV W     - 4,475,070.      815,610.      MT  (+/- 180 meters Scaled)
 KR0187
 KR0187                          SUPERSEDED SURVEY CONTROL
 KR0187
 KR0187  NGVD 29 (??/??/92) 1607.10   (m)         5272.6    (f) COMPUTED    1 2
 KR0187
 KR0187.Superseded values are not recommended for survey control.
 KR0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0187.See file dsdata.txt to determine how the superseded data were derived.
 KR0187
 KR0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD785211(NAD 83)
 KR0187_MARKER: DB = BENCH MARK DISK
 KR0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0187_STAMPING: E 294 1940
 KR0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0187+STABILITY: SURFACE MOTION
 KR0187
 KR0187  HISTORY     - Date     Condition        Report By
 KR0187  HISTORY     - 1940     MONUMENTED       CGS
 KR0187  HISTORY     - 1955     GOOD             NGS
 KR0187  HISTORY     - 1975     POOR             USGS
 KR0187
 KR0187                          STATION DESCRIPTION
 KR0187
 KR0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0187'1.3 MI NW FROM RAWHIDE.
 KR0187'1.3 MILES NORTHWEST ALONG A COUNTY GRADED ROAD FROM THE GRUTT BROTHERS
 KR0187'MINING COMPANY OFFICE AT RAWHIDE, ABOUT 0.1 MILE SOUTHEAST OF THE
 KR0187'CREST OF A HILL, 0.2 MILE NORTHWEST OF THE Y JUNCTION OF A TRACK ROAD
 KR0187'LEADING WEST, 28 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET
 KR0187'EAST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET
 KR0187'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 KR0187
 KR0187                          STATION RECOVERY (1975)
 KR0187
 KR0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KR0187'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0805 ***********************************************************************
 JR0805  DESIGNATION -  E 295
 JR0805  PID         -  JR0805
 JR0805  STATE/COUNTY-  NV/MINERAL
 JR0805  USGS QUAD   -  MOUNT ANNIE SE (1979)
 JR0805
 JR0805                         *CURRENT SURVEY CONTROL
 JR0805  ___________________________________________________________________
 JR0805* NAD 83(1986)-  38 50 34.     (N)    118 07 18.     (W)     SCALED    
 JR0805* NAVD 88     -      1320.19   (+/-2cm)    4331.3    (feet)  VERTCON   
 JR0805  ___________________________________________________________________
 JR0805  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 JR0805
 JR0805  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0805
 JR0805.The horizontal coordinates were scaled from a topographic map and have
 JR0805.an estimated accuracy of +/- 6 seconds.
 JR0805
 JR0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0805.The vertical order pertains to the NGVD 29 superseded value.
 JR0805
 JR0805.The geoid height was determined by GEOID03.
 JR0805
 JR0805;                    North         East    Units  Estimated Accuracy
 JR0805;SPC NV W     - 4,454,250.      840,080.      MT  (+/- 180 meters Scaled)
 JR0805
 JR0805                          SUPERSEDED SURVEY CONTROL
 JR0805
 JR0805  NGVD 29 (??/??/92) 1319.162  (m)         4327.95   (f) ADJ UNCH    1 2
 JR0805
 JR0805.Superseded values are not recommended for survey control.
 JR0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0805.See file dsdata.txt to determine how the superseded data were derived.
 JR0805
 JR0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC026999(NAD 83)
 JR0805_MARKER: DB = BENCH MARK DISK
 JR0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0805_STAMPING: E 295 1940
 JR0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0805+STABILITY: SURFACE MOTION
 JR0805
 JR0805  HISTORY     - Date     Condition        Report By
 JR0805  HISTORY     - 1940     MONUMENTED       CGS
 JR0805  HISTORY     - 1955     GOOD             NGS
 JR0805
 JR0805                          STATION DESCRIPTION
 JR0805
 JR0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0805'8.4 MI SE FROM HOT SPRING.
 JR0805'0.2 MILE SOUTH ALONG A TRACK ROAD FROM HOT SPRING, THENCE 2.7
 JR0805'MILES SOUTH ALONG A GRADED ROAD, THENCE 5.5 MILES SOUTHEAST ALONG
 JR0805'A NARROW DIRT ROAD, AT THE BASE OF THE NORTHWEST END OF A SHORT
 JR0805'LOW RIDGE, 14 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.2
 JR0805'FEET NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD,
 JR0805'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 JR0805'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0282 ***********************************************************************
 GS0282  DESIGNATION -  E 296
 GS0282  PID         -  GS0282
 GS0282  STATE/COUNTY-  NV/NYE
 GS0282  USGS QUAD   -  ASHTON (1987)
 GS0282
 GS0282                         *CURRENT SURVEY CONTROL
 GS0282  ___________________________________________________________________
 GS0282* NAD 83(1986)-  36 44 53.     (N)    116 41 34.     (W)     SCALED    
 GS0282* NAVD 88     -       834.508  (meters)    2737.88   (feet)  ADJUSTED  
 GS0282  ___________________________________________________________________
 GS0282  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 GS0282  DYNAMIC HT  -         833.667 (meters)    2735.12  (feet)  COMP
 GS0282  MODELED GRAV-     979,596.4   (mgal)                       NAVD 88
 GS0282
 GS0282  VERT ORDER  -  FIRST     CLASS II
 GS0282
 GS0282.The horizontal coordinates were scaled from a topographic map and have
 GS0282.an estimated accuracy of +/- 6 seconds.
 GS0282
 GS0282.The orthometric height was determined by differential leveling
 GS0282.and adjusted by the National Geodetic Survey in June 1991..
 GS0282
 GS0282.The geoid height was determined by GEOID03.
 GS0282
 GS0282.The dynamic height is computed by dividing the NAVD 88
 GS0282.geopotential number by the normal gravity value computed on the
 GS0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0282.degrees latitude (g = 980.6199 gals.).
 GS0282
 GS0282.The modeled gravity was interpolated from observed gravity values.
 GS0282
 GS0282;                    North         East    Units  Estimated Accuracy
 GS0282;SPC NV C     - 6,221,670.      497,670.      MT  (+/- 180 meters Scaled)
 GS0282
 GS0282                          SUPERSEDED SURVEY CONTROL
 GS0282
 GS0282  NGVD 29 (??/??/??)  833.678  (m)         2735.16   (f) ADJUSTED    1 2
 GS0282
 GS0282.Superseded values are not recommended for survey control.
 GS0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0282.See file dsdata.txt to determine how the superseded data were derived.
 GS0282
 GS0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA274669(NAD 83)
 GS0282_MARKER: DB = BENCH MARK DISK
 GS0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0282_STAMPING: E 296 1943
 GS0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0282+STABILITY: SURFACE MOTION
 GS0282
 GS0282  HISTORY     - Date     Condition        Report By
 GS0282  HISTORY     - 1943     MONUMENTED       CGS
 GS0282
 GS0282                          STATION DESCRIPTION
 GS0282
 GS0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GS0282'12.1 MI SE FROM BEATTY.
 GS0282'12.1 MILES SOUTHEAST ALONG THE ABANDONED TONOPAH AND TIDEWATER
 GS0282'RAILROAD FROM BEATTY, NYE COUNTY, AND 70 FEET EAST OF THE
 GS0282'CENTERLINE OF THE OLD ROADBED.  A STANDARD DISK, STAMPED E
 GS0282'296. 1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0150 ***********************************************************************
 JQ0150  DESIGNATION -  E 297
 JQ0150  PID         -  JQ0150
 JQ0150  STATE/COUNTY-  NV/NYE
 JQ0150  USGS QUAD   -  TONOPAH (1982)
 JQ0150
 JQ0150                         *CURRENT SURVEY CONTROL
 JQ0150  ___________________________________________________________________
 JQ0150* NAD 83(1986)-  38 04 05.     (N)    117 10 15.     (W)     SCALED    
 JQ0150* NAVD 88     -      1775.027  (meters)    5823.57   (feet)  ADJUSTED  
 JQ0150  ___________________________________________________________________
 JQ0150  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 JQ0150  DYNAMIC HT  -        1773.052 (meters)    5817.09  (feet)  COMP
 JQ0150  MODELED GRAV-     979,453.5   (mgal)                       NAVD 88
 JQ0150
 JQ0150  VERT ORDER  -  FIRST     CLASS II
 JQ0150
 JQ0150.The horizontal coordinates were scaled from a topographic map and have
 JQ0150.an estimated accuracy of +/- 6 seconds.
 JQ0150
 JQ0150.The orthometric height was determined by differential leveling
 JQ0150.and adjusted by the National Geodetic Survey in June 1991..
 JQ0150
 JQ0150.The geoid height was determined by GEOID03.
 JQ0150
 JQ0150.The dynamic height is computed by dividing the NAVD 88
 JQ0150.geopotential number by the normal gravity value computed on the
 JQ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0150.degrees latitude (g = 980.6199 gals.).
 JQ0150
 JQ0150.The modeled gravity was interpolated from observed gravity values.
 JQ0150
 JQ0150;                    North         East    Units  Estimated Accuracy
 JQ0150;SPC NV C     - 6,368,280.      455,760.      MT  (+/- 180 meters Scaled)
 JQ0150
 JQ0150                          SUPERSEDED SURVEY CONTROL
 JQ0150
 JQ0150  NGVD 29 (??/??/92) 1773.828  (m)         5819.63   (f) ADJ UNCH    1 2
 JQ0150
 JQ0150.Superseded values are not recommended for survey control.
 JQ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0150.See file dsdata.txt to determine how the superseded data were derived.
 JQ0150
 JQ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC850133(NAD 83)
 JQ0150_MARKER: DB = BENCH MARK DISK
 JQ0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JQ0150_SP_SET: CULVERT
 JQ0150_STAMPING: E 297 1945
 JQ0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0150
 JQ0150  HISTORY     - Date     Condition        Report By
 JQ0150  HISTORY     - 1945     MONUMENTED       CGS
 JQ0150  HISTORY     - 1984     MARK NOT FOUND   NGS
 JQ0150
 JQ0150                          STATION DESCRIPTION
 JQ0150
 JQ0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JQ0150'3.7 MI E FROM TONOPAH.
 JQ0150'ALONG U. S. HIGHWAY NO. 6, 3.7 MILES EAST OF THE TONOPAH POST OFFICE,
 JQ0150'0.1 MILE WEST OF A POINT WHERE THE OLD ROAD LEAVES THE NEW IN A
 JQ0150'SOUTHWESTERLY DIRECTION, SET IN THE SOUTHEAST WINGWALL OF CULVERT NO.
 JQ0150'B 153 00 (A 24X32 INCH CONCRETE BOX CULVERT), 24.5 FEET SOUTH OF THE
 JQ0150'CENTER-LINE OF THE HIGHWAY AND ABOUT 6 FEET BELOW THE HIGHWAY. STAMPED
 JQ0150'E 297 1945.
 JQ0150
 JQ0150                          STATION RECOVERY (1984)
 JQ0150
 JQ0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0150'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0205 ***********************************************************************
 LS0205  DESIGNATION -  E 298
 LS0205  PID         -  LS0205
 LS0205  STATE/COUNTY-  NV/PERSHING
 LS0205  USGS QUAD   -  BUFFALO MOUNTAIN (1987)
 LS0205
 LS0205                         *CURRENT SURVEY CONTROL
 LS0205  ___________________________________________________________________
 LS0205* NAD 83(1986)-  40 08 47.     (N)    118 12 52.     (W)     SCALED    
 LS0205* NAVD 88     -      1332.582  (meters)    4371.98   (feet)  ADJUSTED  
 LS0205  ___________________________________________________________________
 LS0205  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 LS0205  DYNAMIC HT  -        1331.510 (meters)    4368.46  (feet)  COMP
 LS0205  MODELED GRAV-     979,774.3   (mgal)                       NAVD 88
 LS0205
 LS0205  VERT ORDER  -  SECOND    CLASS 0
 LS0205
 LS0205.The horizontal coordinates were scaled from a topographic map and have
 LS0205.an estimated accuracy of +/- 6 seconds.
 LS0205
 LS0205.The orthometric height was determined by differential leveling
 LS0205.and adjusted by the National Geodetic Survey in June 1991..
 LS0205
 LS0205.The geoid height was determined by GEOID03.
 LS0205
 LS0205.The dynamic height is computed by dividing the NAVD 88
 LS0205.geopotential number by the normal gravity value computed on the
 LS0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0205.degrees latitude (g = 980.6199 gals.).
 LS0205
 LS0205.The modeled gravity was interpolated from observed gravity values.
 LS0205
 LS0205;                    North         East    Units  Estimated Accuracy
 LS0205;SPC NV W     - 4,598,930.      831,430.      MT  (+/- 180 meters Scaled)
 LS0205
 LS0205                          SUPERSEDED SURVEY CONTROL
 LS0205
 LS0205  NGVD 29 (??/??/92) 1331.599  (m)         4368.75   (f) ADJ UNCH    2 0
 LS0205
 LS0205.Superseded values are not recommended for survey control.
 LS0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0205.See file dsdata.txt to determine how the superseded data were derived.
 LS0205
 LS0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE965447(NAD 83)
 LS0205_MARKER: DB = BENCH MARK DISK
 LS0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0205_STAMPING: E 298 1945
 LS0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0205+STABILITY: SURFACE MOTION
 LS0205
 LS0205  HISTORY     - Date     Condition        Report By
 LS0205  HISTORY     - 1945     MONUMENTED       CGS
 LS0205  HISTORY     - 1968     GOOD             NGS
 LS0205  HISTORY     - 1982     GOOD             USGS
 LS0205
 LS0205                          STATION DESCRIPTION
 LS0205
 LS0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LS0205'19.2 MI NE FROM LOVELOCK.
 LS0205'6.25 MILES NORTHEAST ALONG U. S. HIGHWAY 40 FROM THE POST OFFICE AT
 LS0205'LOVELOCK, THENCE 12.95 MILES EAST ALONG THE HUMBOLDT AIRPORT ROAD,
 LS0205'0.25 MILE NORTHWEST OF OF A ROAD LEADING EAST, 22 FEET SOUTHWEST OF
 LS0205'THE CENTERLINE OF THE ROAD, IN LINE WITH TELEPHONE POLES, 12 FEET
 LS0205'SOUTHEAST OF THE THIRD POLE NORTHWEST OF THE CREST OF A HILL, 2 FEET
 LS0205'SOUTHWEST OF REFERENCE POST, SET IN THE TOP OF A CONCRETE POST.
 LS0205
 LS0205                          STATION RECOVERY (1968)
 LS0205
 LS0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LS0205'RECOVERED IN GOOD CONDITION.
 LS0205
 LS0205                          STATION RECOVERY (1982)
 LS0205
 LS0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LS0205'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0205'STREET AT LOVELOCK, 6.8 MILES NORTHEAST ALONG BUSINESS I-80 FROM THE
 LS0205'JCT. OF MAIN ST. AT LOVELOCK, THENCE 15.0 MILES EAST ALONG STATE
 LS0205'HIGHWAY 857 TOWARD COAL CANYON, 0.4 MILES NORTHWEST OF A ROAD. JCT.
 LS0205'EAST, 12 FEET SOUTHEAST OF THE THIRD POLE NORTHWEST OF THE CREST OF A
 LS0205'HILL, IN LINE THE TELEPHONE POLES, 30 FEET WEST OF OLD RD. 105 FEET
 LS0205'EAST OF HIGHWAY. AN IRON BENCH-MARK DISK, STAMPED 'E 298 1945' AND
 LS0205'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0011 ***********************************************************************
 HP0011  DESIGNATION -  E 3
 HP0011  PID         -  HP0011
 HP0011  STATE/COUNTY-  NV/LINCOLN
 HP0011  USGS QUAD   -  ACOMA (1972)
 HP0011
 HP0011                         *CURRENT SURVEY CONTROL
 HP0011  ___________________________________________________________________
 HP0011* NAD 83(1986)-  37 36 20.     (N)    114 08 07.     (W)     SCALED    
 HP0011* NAVD 88     -      1763.172  (meters)    5784.67   (feet)  ADJUSTED  
 HP0011  ___________________________________________________________________
 HP0011  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 HP0011  DYNAMIC HT  -        1761.109 (meters)    5777.91  (feet)  COMP
 HP0011  MODELED GRAV-     979,397.3   (mgal)                       NAVD 88
 HP0011
 HP0011  VERT ORDER  -  FIRST     CLASS II
 HP0011
 HP0011.The horizontal coordinates were scaled from a topographic map and have
 HP0011.an estimated accuracy of +/- 6 seconds.
 HP0011
 HP0011.The orthometric height was determined by differential leveling
 HP0011.and adjusted by the National Geodetic Survey in June 1991..
 HP0011
 HP0011.The geoid height was determined by GEOID03.
 HP0011
 HP0011.The dynamic height is computed by dividing the NAVD 88
 HP0011.geopotential number by the normal gravity value computed on the
 HP0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0011.degrees latitude (g = 980.6199 gals.).
 HP0011
 HP0011.The modeled gravity was interpolated from observed gravity values.
 HP0011
 HP0011;                    North         East    Units  Estimated Accuracy
 HP0011;SPC NV E     - 8,317,810.      327,860.      MT  (+/- 180 meters Scaled)
 HP0011
 HP0011                          SUPERSEDED SURVEY CONTROL
 HP0011
 HP0011  NGVD 29 (??/??/92) 1761.919  (m)         5780.56   (f) ADJ UNCH    1 2
 HP0011
 HP0011.Superseded values are not recommended for survey control.
 HP0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0011.See file dsdata.txt to determine how the superseded data were derived.
 HP0011
 HP0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB528659(NAD 83)
 HP0011_MARKER: Z = SEE DESCRIPTION
 HP0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0011+STABILITY: SURFACE MOTION
 HP0011
 HP0011  HISTORY     - Date     Condition        Report By
 HP0011  HISTORY     - UNK      MONUMENTED       CGS
 HP0011  HISTORY     - 1950     GOOD             NGS
 HP0011
 HP0011                          STATION DESCRIPTION
 HP0011
 HP0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HP0011'IN BROWN.
 HP0011'AT BROWN, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD, DIRECTLY
 HP0011'OPPOSITE THE STATION SIGN, 62 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HP0011'MAIN TRACK, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  THE BOTTOM OF A
 HP0011'SQUARE HOLE IN THE TOP OF A STONE POST NEAR THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0213 ***********************************************************************
 LQ0213  DESIGNATION -  E 30
 LQ0213  PID         -  LQ0213
 LQ0213  STATE/COUNTY-  NV/ELKO
 LQ0213  USGS QUAD   -  CURRIE (1982)
 LQ0213
 LQ0213                         *CURRENT SURVEY CONTROL
 LQ0213  ___________________________________________________________________
 LQ0213* NAD 83(1986)-  40 21 21.     (N)    114 41 27.     (W)     SCALED    
 LQ0213* NAVD 88     -      1739.117  (meters)    5705.75   (feet)  ADJUSTED  
 LQ0213  ___________________________________________________________________
 LQ0213  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 LQ0213  DYNAMIC HT  -        1737.526 (meters)    5700.53  (feet)  COMP
 LQ0213  MODELED GRAV-     979,649.0   (mgal)                       NAVD 88
 LQ0213
 LQ0213  VERT ORDER  -  FIRST     CLASS II
 LQ0213
 LQ0213.The horizontal coordinates were scaled from a topographic map and have
 LQ0213.an estimated accuracy of +/- 6 seconds.
 LQ0213
 LQ0213.The orthometric height was determined by differential leveling
 LQ0213.and adjusted by the National Geodetic Survey in June 1991..
 LQ0213
 LQ0213.The geoid height was determined by GEOID03.
 LQ0213
 LQ0213.The dynamic height is computed by dividing the NAVD 88
 LQ0213.geopotential number by the normal gravity value computed on the
 LQ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0213.degrees latitude (g = 980.6199 gals.).
 LQ0213
 LQ0213.The modeled gravity was interpolated from observed gravity values.
 LQ0213
 LQ0213;                    North         East    Units  Estimated Accuracy
 LQ0213;SPC NV E     - 8,622,500.      275,810.      MT  (+/- 180 meters Scaled)
 LQ0213
 LQ0213                          SUPERSEDED SURVEY CONTROL
 LQ0213
 LQ0213  NGVD 29 (??/??/92) 1737.975  (m)         5702.01   (f) ADJ UNCH    1 2
 LQ0213
 LQ0213.Superseded values are not recommended for survey control.
 LQ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0213.See file dsdata.txt to determine how the superseded data were derived.
 LQ0213
 LQ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE960698(NAD 83)
 LQ0213_MARKER: DB = BENCH MARK DISK
 LQ0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0213_STAMPING: 5702.006 E 30 1933
 LQ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0213+STABILITY: SURFACE MOTION
 LQ0213
 LQ0213  HISTORY     - Date     Condition        Report By
 LQ0213  HISTORY     - 1933     MONUMENTED       CGS
 LQ0213
 LQ0213                          STATION DESCRIPTION
 LQ0213
 LQ0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0213'7.0 MI NE FROM CURRIE.
 LQ0213'ABOUT 7.0 MILES NORTHEAST ALONG THE NEVADA NORTHERN RAILWAY FROM
 LQ0213'CURRIE, ELKO COUNTY, 6 FEET SOUTHEAST OF MILEPOST 56, AND 44 FEET WEST
 LQ0213'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 5702.006 E
 LQ0213'30 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT
 LQ0213'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0558 ***********************************************************************
 GR0558  DESIGNATION -  E 301
 GR0558  PID         -  GR0558
 GR0558  STATE/COUNTY-  NV/CLARK
 GR0558  USGS QUAD   -  HOOVER DAM (1997)
 GR0558
 GR0558                         *CURRENT SURVEY CONTROL
 GR0558  ___________________________________________________________________
 GR0558* NAD 83(1986)-  36 00 57.     (N)    114 44 14.     (W)     SCALED    
 GR0558* NAVD 88     -       214.922  (meters)     705.12   (feet)  POSTED    
 GR0558  ___________________________________________________________________
 GR0558  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0558  DYNAMIC HT  -         214.710 (meters)     704.43  (feet)  COMP
 GR0558  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 GR0558
 GR0558  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GR0558
 GR0558.The horizontal coordinates were scaled from a topographic map and have
 GR0558.an estimated accuracy of +/- 6 seconds.
 GR0558
 GR0558.The orthometric height was determined by differential leveling
 GR0558.and adjusted by the National Geodetic Survey in 1992..
 GR0558.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GR0558.rate greater than 8.0 mm/km.
 GR0558
 GR0558.The geoid height was determined by GEOID03.
 GR0558
 GR0558.The dynamic height is computed by dividing the NAVD 88
 GR0558.geopotential number by the normal gravity value computed on the
 GR0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0558.degrees latitude (g = 980.6199 gals.).
 GR0558
 GR0558.The modeled gravity was interpolated from observed gravity values.
 GR0558
 GR0558;                    North         East    Units  Estimated Accuracy
 GR0558;SPC NV E     - 8,140,760.      276,270.      MT  (+/- 180 meters Scaled)
 GR0558
 GR0558                          SUPERSEDED SURVEY CONTROL
 GR0558
 GR0558  NGVD 29 (??/??/92)  214.229  (m)          702.85   (f) ADJ UNCH    1 1
 GR0558
 GR0558.Superseded values are not recommended for survey control.
 GR0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0558.See file dsdata.txt to determine how the superseded data were derived.
 GR0558
 GR0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV039880(NAD 83)
 GR0558_MARKER: DB = BENCH MARK DISK
 GR0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0558_SP_SET: DRAIN PIT
 GR0558_STAMPING: E 301 1940
 GR0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0558
 GR0558  HISTORY     - Date     Condition        Report By
 GR0558  HISTORY     - 1940     MONUMENTED       CGS
 GR0558  HISTORY     - 1950     GOOD             NGS
 GR0558  HISTORY     - 1963     GOOD             NGS
 GR0558
 GR0558                          STATION DESCRIPTION
 GR0558
 GR0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0558'IN HOOVER DAM.
 GR0558'INSIDE OF HOOVER DAM, ON THE 5TH FLOOR, IN THE NEVADA 705 GALLERY, 122
 GR0558'FEET SOUTHWEST OF THE NORTHEAST (UPSTREAM) END, 6.4 FEET NORTHEAST OF
 GR0558'THE NORTHEAST EDGE OF THE FLOOR PANELS COVERING A VERTICAL SHAFT, IN
 GR0558'THE APPROXIMATE CENTER OF THE BOTTOM OF A 14- BY 14-INCH DRAIN PIT,
 GR0558'AND 1.8 FEET BELOW THE GRATING AND THE FLOOR LEVEL.
 GR0558
 GR0558                          STATION RECOVERY (1963)
 GR0558
 GR0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0304 ***********************************************************************
 GR0304  DESIGNATION -  E 303
 GR0304  PID         -  GR0304
 GR0304  STATE/COUNTY-  NV/CLARK
 GR0304  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0304
 GR0304                         *CURRENT SURVEY CONTROL
 GR0304  ___________________________________________________________________
 GR0304* NAD 83(1986)-  36 05 43.     (N)    114 08 41.     (W)     SCALED    
 GR0304* NAVD 88     -       364.569  (meters)    1196.09   (feet)  POSTED    
 GR0304  ___________________________________________________________________
 GR0304  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 GR0304  DYNAMIC HT  -         364.210 (meters)    1194.91  (feet)  COMP
 GR0304  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 GR0304
 GR0304  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0304
 GR0304.The horizontal coordinates were scaled from a topographic map and have
 GR0304.an estimated accuracy of +/- 6 seconds.
 GR0304
 GR0304.The orthometric height was determined by differential leveling
 GR0304.and adjusted by the National Geodetic Survey in 1992..
 GR0304.No vertical observational check was made to the station.
 GR0304.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0304.was located on a no-check spur therefore a value was not computed.
 GR0304
 GR0304.The geoid height was determined by GEOID03.
 GR0304
 GR0304.The dynamic height is computed by dividing the NAVD 88
 GR0304.geopotential number by the normal gravity value computed on the
 GR0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0304.degrees latitude (g = 980.6199 gals.).
 GR0304
 GR0304.The modeled gravity was interpolated from observed gravity values.
 GR0304
 GR0304;                    North         East    Units  Estimated Accuracy
 GR0304;SPC NV E     - 8,150,200.      329,550.      MT  (+/- 180 meters Scaled)
 GR0304
 GR0304                          SUPERSEDED SURVEY CONTROL
 GR0304
 GR0304  NGVD 29 (??/??/92)  363.853  (m)         1193.74   (f) ADJ UNCH    1 1
 GR0304
 GR0304.Superseded values are not recommended for survey control.
 GR0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0304.See file dsdata.txt to determine how the superseded data were derived.
 GR0304
 GR0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV570982(NAD 83)
 GR0304_MARKER: DB = BENCH MARK DISK
 GR0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0304_STAMPING: E 303 1940
 GR0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0304+STABILITY: SURFACE MOTION
 GR0304
 GR0304  HISTORY     - Date     Condition        Report By
 GR0304  HISTORY     - 1940     MONUMENTED       CGS
 GR0304  HISTORY     - 1950     GOOD             NGS
 GR0304
 GR0304                          STATION DESCRIPTION
 GR0304
 GR0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0304'4.8 MI S FROM LAKE SHORE MINE.
 GR0304'4.8 MILES SOUTH ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, ON THE
 GR0304'SHORE OF LAKE MEAD, 154 FEET WEST OF BENCH MARK D 303, 100 FEET SOUTH
 GR0304'OF THE TOP OF THE SOUTH BANK OF A WIDE DRY WASH ENTERING LAKE MEAD
 GR0304'FROM THE WEST, 78 FEET EAST OF AND ABOUT 6 FEET BELOW THE HIGH WATER
 GR0304'LEVEL OF THE LAKE, 4.3 FEET SOUTH OF A WITNESS POST, AND SET IN THE
 GR0304'TOP OF A CONCRETE POST PROJECTING 1.2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0189 ***********************************************************************
 HP0189  DESIGNATION -  E 304
 HP0189  PID         -  HP0189
 HP0189  STATE/COUNTY-  NV/LINCOLN
 HP0189  USGS QUAD   -  LOWER PAHRANAGAT LAKE (1969)
 HP0189
 HP0189                         *CURRENT SURVEY CONTROL
 HP0189  ___________________________________________________________________
 HP0189* NAD 83(1986)-  37 09 57.     (N)    115 07 11.     (W)     SCALED    
 HP0189* NAVD 88     -      1105.776  (meters)    3627.87   (feet)  ADJUSTED  
 HP0189  ___________________________________________________________________
 HP0189  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 HP0189  DYNAMIC HT  -        1104.604 (meters)    3624.02  (feet)  COMP
 HP0189  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 HP0189
 HP0189  VERT ORDER  -  SECOND    CLASS 0
 HP0189
 HP0189.The horizontal coordinates were scaled from a topographic map and have
 HP0189.an estimated accuracy of +/- 6 seconds.
 HP0189
 HP0189.The orthometric height was determined by differential leveling
 HP0189.and adjusted by the National Geodetic Survey in June 1991..
 HP0189
 HP0189.The geoid height was determined by GEOID03.
 HP0189
 HP0189.The dynamic height is computed by dividing the NAVD 88
 HP0189.geopotential number by the normal gravity value computed on the
 HP0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0189.degrees latitude (g = 980.6199 gals.).
 HP0189
 HP0189.The modeled gravity was interpolated from observed gravity values.
 HP0189
 HP0189;                    North         East    Units  Estimated Accuracy
 HP0189;SPC NV E     - 8,268,130.      241,170.      MT  (+/- 180 meters Scaled)
 HP0189
 HP0189                          SUPERSEDED SURVEY CONTROL
 HP0189
 HP0189  NGVD 29 (??/??/92) 1104.902  (m)         3625.00   (f) ADJ UNCH    2 0
 HP0189
 HP0189.Superseded values are not recommended for survey control.
 HP0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0189.See file dsdata.txt to determine how the superseded data were derived.
 HP0189
 HP0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB669149(NAD 83)
 HP0189_MARKER: DB = BENCH MARK DISK
 HP0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0189_STAMPING: E 304 1941
 HP0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0189+STABILITY: SURFACE MOTION
 HP0189
 HP0189  HISTORY     - Date     Condition        Report By
 HP0189  HISTORY     - 1941     MONUMENTED       CGS
 HP0189
 HP0189                          STATION DESCRIPTION
 HP0189
 HP0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0189'12.0 MI SE FROM ALAMO.
 HP0189'ABOUT 12.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0189'AT ALAMO, LINCOLN COUNTY, THENCE ABOUT 5.0 MILES SOUTH ALONG A ROAD
 HP0189'LEADING TO THE CROSSING OF U.S. HIGHWAY 95, ABOUT 300 FEET SOUTH OF A
 HP0189'SMALL WASH, 45.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3.0
 HP0189'FEET WEST OF A TRIANGULAR CONCRETE POST PROJECTING ABOUT 1.8 FEET
 HP0189'ABOVE GROUND, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 HP0189'E 304 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6
 HP0189'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0886 ***********************************************************************
 GR0886  DESIGNATION -  E 305
 GR0886  PID         -  GR0886
 GR0886  STATE/COUNTY-  NV/CLARK
 GR0886  USGS QUAD   -  BLACK HILLS NW (1973)
 GR0886
 GR0886                         *CURRENT SURVEY CONTROL
 GR0886  ___________________________________________________________________
 GR0886* NAD 83(1986)-  36 41 31.     (N)    115 28 52.     (W)     SCALED    
 GR0886* NAVD 88     -       993.377  (meters)    3259.10   (feet)  ADJUSTED  
 GR0886  ___________________________________________________________________
 GR0886  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 GR0886  DYNAMIC HT  -         992.321 (meters)    3255.64  (feet)  COMP
 GR0886  MODELED GRAV-     979,534.6   (mgal)                       NAVD 88
 GR0886
 GR0886  VERT ORDER  -  SECOND    CLASS 0
 GR0886
 GR0886.The horizontal coordinates were scaled from a topographic map and have
 GR0886.an estimated accuracy of +/- 6 seconds.
 GR0886
 GR0886.The orthometric height was determined by differential leveling
 GR0886.and adjusted by the National Geodetic Survey in June 1991..
 GR0886
 GR0886.The geoid height was determined by GEOID03.
 GR0886
 GR0886.The dynamic height is computed by dividing the NAVD 88
 GR0886.geopotential number by the normal gravity value computed on the
 GR0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0886.degrees latitude (g = 980.6199 gals.).
 GR0886
 GR0886.The modeled gravity was interpolated from observed gravity values.
 GR0886
 GR0886;                    North         East    Units  Estimated Accuracy
 GR0886;SPC NV E     - 8,215,450.      209,140.      MT  (+/- 180 meters Scaled)
 GR0886
 GR0886                          SUPERSEDED SURVEY CONTROL
 GR0886
 GR0886  NGVD 29 (??/??/92)  992.572  (m)         3256.46   (f) ADJ UNCH    2 0
 GR0886
 GR0886.Superseded values are not recommended for survey control.
 GR0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0886.See file dsdata.txt to determine how the superseded data were derived.
 GR0886
 GR0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA356617(NAD 83)
 GR0886_MARKER: DB = BENCH MARK DISK
 GR0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0886_STAMPING: E 305 1941
 GR0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0886+STABILITY: SURFACE MOTION
 GR0886
 GR0886  HISTORY     - Date     Condition        Report By
 GR0886  HISTORY     - 1941     MONUMENTED       CGS
 GR0886  HISTORY     - 1973     GOOD             USGS
 GR0886
 GR0886                          STATION DESCRIPTION
 GR0886
 GR0886'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR0886'20.5 MI NE FROM INDIAN SPRINGS.
 GR0886'ABOUT 6.6 MI SE ALONG US HWY 95 FROM THE POST OFFICE AT INDIAN SPRINGS
 GR0886'TO RD JCT LEADING NE, THENCE 1.3 MI NE TO JCT OF TRACK RD ALONG NE
 GR0886'SIDE OF DISMANTLED RR, THENCE 1.0 MI ESE ALONG TRACK RD, THENCE 1.7 MI
 GR0886'NE ALONG TRACK RD TO A LINE OF WRECKED VEHICLES AT SW EDGE OF DRY
 GR0886'LAKE, THENCE 4.9 MI NNE ACROSS COUNTRY ON DRY LAKE BED TO AN ABANDONED
 GR0886'TRACK RD AT NW EDGE OF DRY LAKE, THENCE 2.0 MI NORTH ALONG ABANDONED
 GR0886'TRACK RD TO JCT WITH BLADED GRAVEL RD, THENCE 3.0 MI NNE ALONG BLADED
 GR0886'GRAVEL RD, 32 FT WEST OF THE C/L OF THE RD, 3.0 FT EAST OF A WHITE
 GR0886'WOODEN POST STENCILED U.S.B.M. PROJECTING 2 FT AND 0.6 FT ABOVE THE
 GR0886'RD.  A STD DISK STAMPED E 305 1941, SET IN TOP OF A CONCRETE POST
 GR0886'PROJECTING 0.6 FT.  NOTE-- MARK LIES WITHIN THE BOUNDARY OF NELLIS AIR
 GR0886'FORCE RANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1369 ***********************************************************************
 KR1369  DESIGNATION -  E 306
 KR1369  PID         -  KR1369
 KR1369  STATE/COUNTY-  NV/WASHOE
 KR1369  USGS QUAD   -  VERDI (1982)
 KR1369
 KR1369                         *CURRENT SURVEY CONTROL
 KR1369  ___________________________________________________________________
 KR1369* NAD 83(1986)-  39 30 48.     (N)    119 54 39.     (W)     SCALED    
 KR1369* NAVD 88     -      1423.493  (meters)    4670.24   (feet)  ADJUSTED  
 KR1369  ___________________________________________________________________
 KR1369  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KR1369  DYNAMIC HT  -        1422.194 (meters)    4665.98  (feet)  COMP
 KR1369  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 KR1369
 KR1369  VERT ORDER  -  FIRST     CLASS II
 KR1369
 KR1369.The horizontal coordinates were scaled from a topographic map and have
 KR1369.an estimated accuracy of +/- 6 seconds.
 KR1369
 KR1369.The orthometric height was determined by differential leveling
 KR1369.and adjusted by the National Geodetic Survey in June 1991..
 KR1369
 KR1369.The geoid height was determined by GEOID03.
 KR1369
 KR1369.The dynamic height is computed by dividing the NAVD 88
 KR1369.geopotential number by the normal gravity value computed on the
 KR1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1369.degrees latitude (g = 980.6199 gals.).
 KR1369
 KR1369.The modeled gravity was interpolated from observed gravity values.
 KR1369
 KR1369;                    North         East    Units  Estimated Accuracy
 KR1369;SPC NV W     - 4,529,430.      685,850.      MT  (+/- 180 meters Scaled)
 KR1369
 KR1369                          SUPERSEDED SURVEY CONTROL
 KR1369
 KR1369  NGVD 29 (??/??/92) 1422.388  (m)         4666.62   (f) ADJ UNCH    1 2
 KR1369
 KR1369.Superseded values are not recommended for survey control.
 KR1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1369.See file dsdata.txt to determine how the superseded data were derived.
 KR1369
 KR1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD497777(NAD 83)
 KR1369_MARKER: DB = BENCH MARK DISK
 KR1369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1369_SP_SET: CULVERT
 KR1369_STAMPING: E 306 1947
 KR1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1369
 KR1369  HISTORY     - Date     Condition        Report By
 KR1369  HISTORY     - 1947     MONUMENTED       CGS
 KR1369  HISTORY     - 1969     MARK NOT FOUND   NGS
 KR1369  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1369
 KR1369                          STATION DESCRIPTION
 KR1369
 KR1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KR1369'4.6 MI E FROM VERDI.
 KR1369'ABOUT 4.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 KR1369'STATION AT VERDI, AT LAWTON, ABOUT 0.2 MILE WEST OF THE ROAD CROSSING
 KR1369'LEADING TO LAWTON HOT SPRINGS, 5 1/2 TELEGRAPH POLE EAST OF MILEPOST
 KR1369'NO. 237, 11 RAILS EAST OF A LARGE OVERHEAD SIGNAL TOWER, 8.1 FEET
 KR1369'NORTH OF THE NORTH RAIL OF THE EAST BOUND TRACK, SET ON TOP AND AT THE
 KR1369'EAST END OF A LARGE CONCRETE HEAD WALL AT MILEAGE 237.05, 0.7 FOOT
 KR1369'WEST OF THE EAST END OF THE HEAD WALL AND ABOUT 3 FEET LOWER THAN THE
 KR1369'TRACK.
 KR1369
 KR1369                          STATION RECOVERY (1969)
 KR1369
 KR1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KR1369'MARK NOT FOUND.
 KR1369
 KR1369                          STATION RECOVERY (2003)
 KR1369
 KR1369'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1354 ***********************************************************************
 KR1354  DESIGNATION -  E 307
 KR1354  PID         -  KR1354
 KR1354  STATE/COUNTY-  NV/WASHOE
 KR1354  USGS QUAD   -  RENO (1982)
 KR1354
 KR1354                         *CURRENT SURVEY CONTROL
 KR1354  ___________________________________________________________________
 KR1354* NAD 83(1986)-  39 32 31.     (N)    119 49 20.     (W)     SCALED    
 KR1354* NAVD 88     -      1401.373  (meters)    4597.67   (feet)  ADJUSTED  
 KR1354  ___________________________________________________________________
 KR1354  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 KR1354  DYNAMIC HT  -        1400.099 (meters)    4593.49  (feet)  COMP
 KR1354  MODELED GRAV-     979,668.7   (mgal)                       NAVD 88
 KR1354
 KR1354  VERT ORDER  -  FIRST     CLASS II
 KR1354
 KR1354.The horizontal coordinates were scaled from a topographic map and have
 KR1354.an estimated accuracy of +/- 6 seconds.
 KR1354
 KR1354.The orthometric height was determined by differential leveling
 KR1354.and adjusted by the National Geodetic Survey in June 1991..
 KR1354
 KR1354.The geoid height was determined by GEOID03.
 KR1354
 KR1354.The dynamic height is computed by dividing the NAVD 88
 KR1354.geopotential number by the normal gravity value computed on the
 KR1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1354.degrees latitude (g = 980.6199 gals.).
 KR1354
 KR1354.The modeled gravity was interpolated from observed gravity values.
 KR1354
 KR1354;                    North         East    Units  Estimated Accuracy
 KR1354;SPC NV W     - 4,532,490.      693,510.      MT  (+/- 180 meters Scaled)
 KR1354
 KR1354                          SUPERSEDED SURVEY CONTROL
 KR1354
 KR1354  NGVD 29 (??/??/92) 1400.295  (m)         4594.13   (f) ADJ UNCH    1 2
 KR1354
 KR1354.Superseded values are not recommended for survey control.
 KR1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1354.See file dsdata.txt to determine how the superseded data were derived.
 KR1354
 KR1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD574807(NAD 83)
 KR1354_MARKER: DB = BENCH MARK DISK
 KR1354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1354_SP_SET: VALUE BOX
 KR1354_STAMPING: E 307 1947
 KR1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1354
 KR1354  HISTORY     - Date     Condition        Report By
 KR1354  HISTORY     - 1947     MONUMENTED       CGS
 KR1354  HISTORY     - 20030906 MARK NOT FOUND   USPSQD
 KR1354
 KR1354                          STATION DESCRIPTION
 KR1354
 KR1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KR1354'IN RENO.
 KR1354'AT RENO, 186.0 FEET EAST OF THE CENTER LINE OF FALAND WAY, 26.0 FEET
 KR1354'NORTH OF THE CENTER LINE OF TERRACE DRIVE, SET IN TOP AND AT THE
 KR1354'SOUTHWEST CORNER OF A LARGE CONCRETE VALVE BOX, 0.8 FOOT NORTHEAST OF
 KR1354'THE SOUTHWEST CORNER OF THE VALVE BOX AND 1.8 FEET HIGHER THAN THE
 KR1354'GROUND.
 KR1354
 KR1354                          STATION RECOVERY (2003)
 KR1354
 KR1354'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 KR1354'THERE IS NO INTERSECTION FALAND WAY/TERRACE DRIVE ANYMORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0111 ***********************************************************************
 KP0111  DESIGNATION -  E 31
 KP0111  PID         -  KP0111
 KP0111  STATE/COUNTY-  NV/WHITE PINE
 KP0111  USGS QUAD   -  MONTE NEVA HOT SPRINGS (1982)
 KP0111
 KP0111                         *CURRENT SURVEY CONTROL
 KP0111  ___________________________________________________________________
 KP0111* NAD 83(1986)-  39 42 45.     (N)    114 47 36.     (W)     SCALED    
 KP0111* NAVD 88     -      1809.189  (meters)    5935.65   (feet)  ADJUSTED  
 KP0111  ___________________________________________________________________
 KP0111  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 KP0111  DYNAMIC HT  -        1807.349 (meters)    5929.61  (feet)  COMP
 KP0111  MODELED GRAV-     979,545.9   (mgal)                       NAVD 88
 KP0111
 KP0111  VERT ORDER  -  FIRST     CLASS II
 KP0111
 KP0111.The horizontal coordinates were scaled from a topographic map and have
 KP0111.an estimated accuracy of +/- 6 seconds.
 KP0111
 KP0111.The orthometric height was determined by differential leveling
 KP0111.and adjusted by the National Geodetic Survey in June 1991..
 KP0111
 KP0111.The geoid height was determined by GEOID03.
 KP0111
 KP0111.The dynamic height is computed by dividing the NAVD 88
 KP0111.geopotential number by the normal gravity value computed on the
 KP0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0111.degrees latitude (g = 980.6199 gals.).
 KP0111
 KP0111.The modeled gravity was interpolated from observed gravity values.
 KP0111
 KP0111;                    North         East    Units  Estimated Accuracy
 KP0111;SPC NV E     - 8,550,990.      267,740.      MT  (+/- 180 meters Scaled)
 KP0111
 KP0111                          SUPERSEDED SURVEY CONTROL
 KP0111
 KP0111  NGVD 29 (??/??/92) 1807.970  (m)         5931.65   (f) ADJ UNCH    1 2
 KP0111
 KP0111.Superseded values are not recommended for survey control.
 KP0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0111.See file dsdata.txt to determine how the superseded data were derived.
 KP0111
 KP0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD891981(NAD 83)
 KP0111_MARKER: DB = BENCH MARK DISK
 KP0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0111_STAMPING: 5931.648 E 31 1933
 KP0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0111+STABILITY: SURFACE MOTION
 KP0111
 KP0111  HISTORY     - Date     Condition        Report By
 KP0111  HISTORY     - 1933     MONUMENTED       CGS
 KP0111  HISTORY     - 1934     GOOD             NGS
 KP0111
 KP0111                          STATION DESCRIPTION
 KP0111
 KP0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0111'12.7 MI S FROM CHERRY CREEK.
 KP0111'ABOUT 12.7 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM THE
 KP0111'STATION AT CHERRY CREEK, WHITE PINE COUNTY, 6 FEET NORTHEAST OF
 KP0111'MILEPOST 104, AND 45 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 KP0111'STANDARD DISK, STAMPED 5931.648 E 31 1933 AND SET IN THE TOP OF A
 KP0111'CONCRETE POST PROJECTING ABOUT 14 INCHES ABOVE GROUND.
 KP0111
 KP0111                          STATION RECOVERY (1934)
 KP0111
 KP0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0814 ***********************************************************************
 GR0814  DESIGNATION -  E 311
 GR0814  PID         -  GR0814
 GR0814  STATE/COUNTY-  NV/LINCOLN
 GR0814  USGS QUAD   -  WILDCAT WASH NW (1969)
 GR0814
 GR0814                         *CURRENT SURVEY CONTROL
 GR0814  ___________________________________________________________________
 GR0814* NAD 83(1986)-  36 59 54.     (N)    114 56 20.     (W)     SCALED    
 GR0814* NAVD 88     -       833.949  (meters)    2736.05   (feet)  ADJUSTED  
 GR0814  ___________________________________________________________________
 GR0814  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 GR0814  DYNAMIC HT  -         833.113 (meters)    2733.30  (feet)  COMP
 GR0814  MODELED GRAV-     979,601.5   (mgal)                       NAVD 88
 GR0814
 GR0814  VERT ORDER  -  SECOND    CLASS 0
 GR0814
 GR0814.The horizontal coordinates were scaled from a topographic map and have
 GR0814.an estimated accuracy of +/- 6 seconds.
 GR0814
 GR0814.The orthometric height was determined by differential leveling
 GR0814.and adjusted by the National Geodetic Survey in June 1991..
 GR0814
 GR0814.The geoid height was determined by GEOID03.
 GR0814
 GR0814.The dynamic height is computed by dividing the NAVD 88
 GR0814.geopotential number by the normal gravity value computed on the
 GR0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0814.degrees latitude (g = 980.6199 gals.).
 GR0814
 GR0814.The modeled gravity was interpolated from observed gravity values.
 GR0814
 GR0814;                    North         East    Units  Estimated Accuracy
 GR0814;SPC NV E     - 8,249,640.      257,360.      MT  (+/- 180 meters Scaled)
 GR0814
 GR0814                          SUPERSEDED SURVEY CONTROL
 GR0814
 GR0814  NGVD 29 (??/??/92)  833.198  (m)         2733.58   (f) ADJ UNCH    2 0
 GR0814
 GR0814.Superseded values are not recommended for survey control.
 GR0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0814.See file dsdata.txt to determine how the superseded data were derived.
 GR0814
 GR0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA834966(NAD 83)
 GR0814_MARKER: DB = BENCH MARK DISK
 GR0814_SETTING: 80 = SET IN A BOULDER
 GR0814_SP_SET: BOULDER
 GR0814_STAMPING: E 311 1941
 GR0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0814+STABILITY: SURFACE MOTION
 GR0814
 GR0814  HISTORY     - Date     Condition        Report By
 GR0814  HISTORY     - 1941     MONUMENTED       CGS
 GR0814  HISTORY     - 1969     GOOD             USGS
 GR0814
 GR0814                          STATION DESCRIPTION
 GR0814
 GR0814'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GR0814'30.0 MI SE FROM ALAMO.
 GR0814'30.0 MILES SE ALONG US HIGHWAY 93 FROM THE POST OFFICE IN ALAMO 24.9
 GR0814'MILES SW ALONG US HIGHWAY 93 FROM THE STANDARD STATION IN ALAMO,
 GR0814'THENCE 4.4 MILES SW ALONG OLD US HIGHWAY 93, 1.1 MILES NORTH OF KANE
 GR0814'SPRING WASH, BETWEEN THE WASHES ABOUT 500 FT. APART, ON THE TOP OF A
 GR0814'SMALL HILL, IN THE TOP OF A 3 FT. BLACK BOLDER, ABOUT 1.3 FT. ABOVE
 GR0814'GROUND, AND ABOUT 4 FT. HIGHER THAN OLD HIGHWAY.  A STANDARD DISK
 GR0814'STAMPED E 311 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0166 ***********************************************************************
 HP0166  DESIGNATION -  E 312
 HP0166  PID         -  HP0166
 HP0166  STATE/COUNTY-  NV/LINCOLN
 HP0166  USGS QUAD   -  ALAMO SE (1980)
 HP0166
 HP0166                         *CURRENT SURVEY CONTROL
 HP0166  ___________________________________________________________________
 HP0166* NAD 83(1986)-  37 16 20.     (N)    115 06 53.     (W)     SCALED    
 HP0166* NAVD 88     -      1002.660  (meters)    3289.56   (feet)  ADJUSTED  
 HP0166  ___________________________________________________________________
 HP0166  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 HP0166  DYNAMIC HT  -        1001.608 (meters)    3286.11  (feet)  COMP
 HP0166  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 HP0166
 HP0166  VERT ORDER  -  SECOND    CLASS 0
 HP0166
 HP0166.The horizontal coordinates were scaled from a topographic map and have
 HP0166.an estimated accuracy of +/- 6 seconds.
 HP0166
 HP0166.The orthometric height was determined by differential leveling
 HP0166.and adjusted by the National Geodetic Survey in June 1991..
 HP0166
 HP0166.The geoid height was determined by GEOID03.
 HP0166
 HP0166.The dynamic height is computed by dividing the NAVD 88
 HP0166.geopotential number by the normal gravity value computed on the
 HP0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0166.degrees latitude (g = 980.6199 gals.).
 HP0166
 HP0166.The modeled gravity was interpolated from observed gravity values.
 HP0166
 HP0166;                    North         East    Units  Estimated Accuracy
 HP0166;SPC NV E     - 8,279,940.      241,560.      MT  (+/- 180 meters Scaled)
 HP0166
 HP0166                          SUPERSEDED SURVEY CONTROL
 HP0166
 HP0166  NGVD 29 (??/??/92) 1001.794  (m)         3286.72   (f) ADJ UNCH    2 0
 HP0166
 HP0166.Superseded values are not recommended for survey control.
 HP0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0166.See file dsdata.txt to determine how the superseded data were derived.
 HP0166
 HP0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB671267(NAD 83)
 HP0166_MARKER: DB = BENCH MARK DISK
 HP0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0166_STAMPING: E 312 1941
 HP0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0166+STABILITY: SURFACE MOTION
 HP0166
 HP0166  HISTORY     - Date     Condition        Report By
 HP0166  HISTORY     - 1941     MONUMENTED       CGS
 HP0166  HISTORY     - 1968     MARK NOT FOUND   USGS
 HP0166
 HP0166                          STATION DESCRIPTION
 HP0166
 HP0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0166'7.6 MI SE FROM ALAMO.
 HP0166'TO REACH FROM POST OFFICE AT ALAMO.  GO 7.6 MILES SOUTHEASTERLY ALONG
 HP0166'U.S. HIGHWAY NO. 93 TO THE SITE OF THE BENCH MARK.  BENCH MARK IS
 HP0166'ABOUT 185 FEET NORTH OF A CORRAL, AND ABOUT 144 FEET SOUTH OF A
 HP0166'HIGHWAY CULVERT.  IT IS 44 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 HP0166'AND 3.0 FEET NORTH OF A 4X4 INCH WOODEN MARKER POST PROJECTING 1.8
 HP0166'FEET.  IT IS ABOUT 1.0 FOOT BELOW THE TOP OF THE PAVEMENT, AND THE
 HP0166'MONUMENT PROJECTS 0.5 FOOT.
 HP0166
 HP0166                          STATION RECOVERY (1968)
 HP0166
 HP0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HP0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0862 ***********************************************************************
 GR0862  DESIGNATION -  E 313
 GR0862  PID         -  GR0862
 GR0862  STATE/COUNTY-  NV/LINCOLN
 GR0862  USGS QUAD   -  BURRO BASIN (1973)
 GR0862
 GR0862                         *CURRENT SURVEY CONTROL
 GR0862  ___________________________________________________________________
 GR0862* NAD 83(1986)-  36 55 38.     (N)    115 17 17.     (W)     SCALED    
 GR0862* NAVD 88     -      1052.693  (meters)    3453.71   (feet)  ADJUSTED  
 GR0862  ___________________________________________________________________
 GR0862  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 GR0862  DYNAMIC HT  -        1051.591 (meters)    3450.09  (feet)  COMP
 GR0862  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 GR0862
 GR0862  VERT ORDER  -  SECOND    CLASS 0
 GR0862
 GR0862.The horizontal coordinates were scaled from a topographic map and have
 GR0862.an estimated accuracy of +/- 6 seconds.
 GR0862
 GR0862.The orthometric height was determined by differential leveling
 GR0862.and adjusted by the National Geodetic Survey in June 1991..
 GR0862
 GR0862.The geoid height was determined by GEOID03.
 GR0862
 GR0862.The dynamic height is computed by dividing the NAVD 88
 GR0862.geopotential number by the normal gravity value computed on the
 GR0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0862.degrees latitude (g = 980.6199 gals.).
 GR0862
 GR0862.The modeled gravity was interpolated from observed gravity values.
 GR0862
 GR0862;                    North         East    Units  Estimated Accuracy
 GR0862;SPC NV E     - 8,241,590.      226,310.      MT  (+/- 180 meters Scaled)
 GR0862
 GR0862                          SUPERSEDED SURVEY CONTROL
 GR0862
 GR0862  NGVD 29 (??/??/92) 1051.859  (m)         3450.97   (f) ADJ UNCH    2 0
 GR0862
 GR0862.Superseded values are not recommended for survey control.
 GR0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0862.See file dsdata.txt to determine how the superseded data were derived.
 GR0862
 GR0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA524881(NAD 83)
 GR0862_MARKER: DB = BENCH MARK DISK
 GR0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0862_SP_SET: CONCRETE POST
 GR0862_STAMPING: E 313 1941
 GR0862_MARK LOGO: CGS   
 GR0862_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0862+STABILITY: SURFACE MOTION
 GR0862
 GR0862  HISTORY     - Date     Condition        Report By
 GR0862  HISTORY     - 1941     MONUMENTED       CGS
 GR0862  HISTORY     - 1973     GOOD             USGS
 GR0862  HISTORY     - 19930309 GOOD             LOCENG
 GR0862
 GR0862                          STATION DESCRIPTION
 GR0862
 GR0862'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR0862'37.0 MI S FROM ALAMO.
 GR0862'ABOUT 12.0 MI SSE. ALONG U.S. HWY. 93 FROM THE POST OFFICE AT ALAMO,
 GR0862'THENCE ABOUT 16.6 MI SW. ALONG BLADED RD. TO THE JCT. OF AN ABANDONED
 GR0862'RD., THENCE ABOUT 8.4 MI SSW. ALONG ABANDONED RD. (RD. CLOSED BY THE
 GR0862'DESERT NATIONAL WILDLIFE RANGE AND LEADS ACROSS W. END OF DESERT LAKE
 GR0862'- DRY LAKE).  ABOUT 0.2 MI NE. OF RD. CURVE AROUND THE NW. FOOT OF
 GR0862'MOUNTAIN.  564 FT. NNE. OF CENTERLINE OF RD. JCT.  18 FT SE. OF
 GR0862'CENTERLINE OF RD.  3 FT. W. OF BLEACHED-OUT WOODEN WITNESS POST.  A
 GR0862'STD. USC AND GS DISK, STAMPED E 313 1941, SET IN TOP OF CONC. POST
 GR0862'PROJECTING 0.6 FT.
 GR0862
 GR0862                          STATION RECOVERY (1993)
 GR0862
 GR0862'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 GR0862'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 GR0862'(3.3 FT) WEST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0780 ***********************************************************************
 GR0780  DESIGNATION -  E 315
 GR0780  PID         -  GR0780
 GR0780  STATE/COUNTY-  NV/CLARK
 GR0780  USGS QUAD   -  MOAPA EAST (1983)
 GR0780
 GR0780                         *CURRENT SURVEY CONTROL
 GR0780  ___________________________________________________________________
 GR0780* NAD 83(1986)-  36 39 54.     (N)    114 34 14.     (W)     SCALED    
 GR0780* NAVD 88     -       464.277  (meters)    1523.22   (feet)  POSTED    
 GR0780  ___________________________________________________________________
 GR0780  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 GR0780  DYNAMIC HT  -         463.840 (meters)    1521.78  (feet)  COMP
 GR0780  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 GR0780
 GR0780  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0780
 GR0780.The horizontal coordinates were scaled from a topographic map and have
 GR0780.an estimated accuracy of +/- 6 seconds.
 GR0780
 GR0780.The orthometric height was determined by differential leveling
 GR0780.and adjusted by the National Geodetic Survey in 1992..
 GR0780.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0780.rate of 2.1 thru 3.0 mm/km.
 GR0780
 GR0780.The geoid height was determined by GEOID03.
 GR0780
 GR0780.The dynamic height is computed by dividing the NAVD 88
 GR0780.geopotential number by the normal gravity value computed on the
 GR0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0780.degrees latitude (g = 980.6199 gals.).
 GR0780
 GR0780.The modeled gravity was interpolated from observed gravity values.
 GR0780
 GR0780;                    North         East    Units  Estimated Accuracy
 GR0780;SPC NV E     - 8,212,930.      290,540.      MT  (+/- 180 meters Scaled)
 GR0780
 GR0780                          SUPERSEDED SURVEY CONTROL
 GR0780
 GR0780  NGVD 29 (??/??/92)  463.625  (m)         1521.08   (f) ADJ UNCH    1 1
 GR0780
 GR0780.Superseded values are not recommended for survey control.
 GR0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0780.See file dsdata.txt to determine how the superseded data were derived.
 GR0780
 GR0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA171604(NAD 83)
 GR0780_MARKER: DB = BENCH MARK DISK
 GR0780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0780_SP_SET: FLOOR
 GR0780_STAMPING: E 315 1949
 GR0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0780
 GR0780  HISTORY     - Date     Condition        Report By
 GR0780  HISTORY     - 1949     MONUMENTED       CGS
 GR0780  HISTORY     - 1957     GOOD             NGS
 GR0780  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0780
 GR0780                          STATION DESCRIPTION
 GR0780
 GR0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0780'IN GLENDALE.
 GR0780'LOCATED IN THE SOUTHEAST CORNER OF THE AIRPORT HANGER AT THE GLENDALE
 GR0780'AIRPORT, 4 INCHES NORTH OF THE SOUTH CORNER POST AND IN THE DOORWAY
 GR0780'TRACK, 38.9 FEET NORTH OF THE FENCELINE AND POWER POLE WITH A RED
 GR0780'LIGHT ON TOP.  A STANDARD DISK SET FLUSH WITH THE FLOOR.
 GR0780
 GR0780                          STATION RECOVERY (1979)
 GR0780
 GR0780'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0912 ***********************************************************************
 KR0912  DESIGNATION -  E 316 RESET
 KR0912  PID         -  KR0912
 KR0912  STATE/COUNTY-  NV/WASHOE
 KR0912  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR0912
 KR0912                         *CURRENT SURVEY CONTROL
 KR0912  ___________________________________________________________________
 KR0912* NAD 83(1986)-  39 26 27.     (N)    119 46 16.     (W)     SCALED    
 KR0912* NAVD 88     -      1374.10   (meters)    4508.2    (feet)  RESET     
 KR0912  ___________________________________________________________________
 KR0912  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KR0912
 KR0912  VERT ORDER  -  THIRD
 KR0912
 KR0912.The horizontal coordinates were scaled from a topographic map and have
 KR0912.an estimated accuracy of +/- 6 seconds.
 KR0912
 KR0912.The orthometric height was computed from unverified reset data.
 KR0912
 KR0912.The geoid height was determined by GEOID03.
 KR0912
 KR0912;                    North         East    Units  Estimated Accuracy
 KR0912;SPC NV W     - 4,521,210.      697,760.      MT  (+/- 180 meters Scaled)
 KR0912
 KR0912                          SUPERSEDED SURVEY CONTROL
 KR0912
 KR0912.No superseded survey control is available for this station.
 KR0912
 KR0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD615693(NAD 83)
 KR0912_MARKER: DD = SURVEY DISK
 KR0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0912_STAMPING: E 316 RESET 1955
 KR0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0912+STABILITY: SURFACE MOTION
 KR0912
 KR0912  HISTORY     - Date     Condition        Report By
 KR0912  HISTORY     - 1955     MONUMENTED       NVDH
 KR0912
 KR0912                          STATION DESCRIPTION
 KR0912
 KR0912'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1955
 KR0912'6.5 MI SE FROM RENO.
 KR0912'6.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR0912'RENO, WASHOE COUNTY, 110 FEET NORTH OF A PICKET FENCE, 49.5 FEET EAST
 KR0912'OF THE SOUTH-BOUND LANE OF THE HIGHWAY AT SURVEY STATION S 1038+30,
 KR0912'14.0 FEET NORTHWEST OF SIERRA PACIFIC CO POLE 57206, 3.5 FEET NORTH OF
 KR0912'A FENCE, AND 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KR0912'DISK, STAMPED E 316 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0314 ***********************************************************************
 LS0314  DESIGNATION -  E 317
 LS0314  PID         -  LS0314
 LS0314  STATE/COUNTY-  NV/PERSHING
 LS0314  USGS QUAD   -  WEST OF LOVELOCK (1987)
 LS0314
 LS0314                         *CURRENT SURVEY CONTROL
 LS0314  ___________________________________________________________________
 LS0314* NAD 83(1986)-  40 10 49.     (N)    118 31 21.     (W)     SCALED    
 LS0314* NAVD 88     -      1208.884  (meters)    3966.15   (feet)  ADJUSTED  
 LS0314  ___________________________________________________________________
 LS0314  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 LS0314  DYNAMIC HT  -        1207.924 (meters)    3963.00  (feet)  COMP
 LS0314  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 LS0314
 LS0314  VERT ORDER  -  SECOND    CLASS 0
 LS0314
 LS0314.The horizontal coordinates were scaled from a topographic map and have
 LS0314.an estimated accuracy of +/- 6 seconds.
 LS0314
 LS0314.The orthometric height was determined by differential leveling
 LS0314.and adjusted by the National Geodetic Survey in June 1991..
 LS0314
 LS0314.The geoid height was determined by GEOID03.
 LS0314
 LS0314.The dynamic height is computed by dividing the NAVD 88
 LS0314.geopotential number by the normal gravity value computed on the
 LS0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0314.degrees latitude (g = 980.6199 gals.).
 LS0314
 LS0314.The modeled gravity was interpolated from observed gravity values.
 LS0314
 LS0314;                    North         East    Units  Estimated Accuracy
 LS0314;SPC NV W     - 4,602,630.      805,180.      MT  (+/- 180 meters Scaled)
 LS0314
 LS0314                          SUPERSEDED SURVEY CONTROL
 LS0314
 LS0314  NGVD 29 (??/??/92) 1207.950  (m)         3963.08   (f) ADJ UNCH    2 0
 LS0314
 LS0314.Superseded values are not recommended for survey control.
 LS0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0314.See file dsdata.txt to determine how the superseded data were derived.
 LS0314
 LS0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE703488(NAD 83)
 LS0314_MARKER: DB = BENCH MARK DISK
 LS0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0314_STAMPING: E 317 1951
 LS0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0314+STABILITY: SURFACE MOTION
 LS0314
 LS0314  HISTORY     - Date     Condition        Report By
 LS0314  HISTORY     - 1951     MONUMENTED       CGS
 LS0314
 LS0314                          STATION DESCRIPTION
 LS0314
 LS0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LS0314'2.6 MI W FROM LOVELOCK.
 LS0314'2.6 MILES WEST ALONG WESTERN STREET FROM THE COURTHOUSE IN LOVELOCK,
 LS0314'AT A T JUNCTION OF A PAVED ROAD LEADING EAST AND NORTH AND A DIRT ROAD
 LS0314'LEADING WEST, 51 FEET NORTHEAST OF THE CENTER OF THE T JUNCTION, 41
 LS0314'FEET EAST OF THE PAVED ROAD LEADING NORTH, 32 FEET NORTH OF THE CENTER
 LS0314'LINE OF THE PAVED ROAD LEADING EAST, 11.5 FEET EAST OF A FENCE CORNER
 LS0314'POST, 1.7 FEET NORTH OF A FENCE LINE, 2.0 FEET WEST OF A WITNESS POST,
 LS0314'ABOUT ONE FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LS0314'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0026 ***********************************************************************
 MU0026  DESIGNATION -  E 318
 MU0026  PID         -  MU0026
 MU0026  STATE/COUNTY-  NV/ELKO
 MU0026  USGS QUAD   -  THE POINT (1971)
 MU0026
 MU0026                         *CURRENT SURVEY CONTROL
 MU0026  ___________________________________________________________________
 MU0026* NAD 83(1986)-  41 56 14.     (N)    116 10 11.     (W)     SCALED    
 MU0026* NAVD 88     -      1639.173  (meters)    5377.85   (feet)  ADJUSTED  
 MU0026  ___________________________________________________________________
 MU0026  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 MU0026  DYNAMIC HT  -        1637.985 (meters)    5373.96  (feet)  COMP
 MU0026  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 MU0026
 MU0026  VERT ORDER  -  SECOND    CLASS 0
 MU0026
 MU0026.The horizontal coordinates were scaled from a topographic map and have
 MU0026.an estimated accuracy of +/- 6 seconds.
 MU0026
 MU0026.The orthometric height was determined by differential leveling
 MU0026.and adjusted by the National Geodetic Survey in June 1991..
 MU0026
 MU0026.The geoid height was determined by GEOID03.
 MU0026
 MU0026.The dynamic height is computed by dividing the NAVD 88
 MU0026.geopotential number by the normal gravity value computed on the
 MU0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0026.degrees latitude (g = 980.6199 gals.).
 MU0026
 MU0026.The modeled gravity was interpolated from observed gravity values.
 MU0026
 MU0026;                    North         East    Units  Estimated Accuracy
 MU0026;SPC NV E     - 8,797,890.      151,370.      MT  (+/- 180 meters Scaled)
 MU0026
 MU0026                          SUPERSEDED SURVEY CONTROL
 MU0026
 MU0026  NGVD 29 (??/??/92) 1638.011  (m)         5374.04   (f) ADJ UNCH    2 0
 MU0026
 MU0026.Superseded values are not recommended for survey control.
 MU0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0026.See file dsdata.txt to determine how the superseded data were derived.
 MU0026
 MU0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG688431(NAD 83)
 MU0026_MARKER: DB = BENCH MARK DISK
 MU0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0026_STAMPING: E 318 1951
 MU0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0026+STABILITY: SURFACE MOTION
 MU0026
 MU0026  HISTORY     - Date     Condition        Report By
 MU0026  HISTORY     - 1951     MONUMENTED       CGS
 MU0026
 MU0026                          STATION DESCRIPTION
 MU0026
 MU0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MU0026'4.5 MI W FROM OWYHEE.
 MU0026'FROM THE GRADE SCHOOL IN OWYHEE, 0.5 MILES SOUTHEAST ALONG STATE
 MU0026'HIGHWAY 11, THENCE 3.0 MILES WEST ALONG STATE HIGHWAY 11, THENCE 1.0
 MU0026'MILES WEST ALONG A GRAVEL ROAD LEADING WEST TO THE OWYHEE AIRPORT, 1.0
 MU0026'MILES WEST OF A Y JUNCTION OF HIGHWAY 11 LEADING SOUTHWEST AND A ROAD
 MU0026'LEADING WEST TO THE AIRPORT, 1.05 MILES SOUTHEAST OF THE ENTRANCE TO
 MU0026'THE OWYHEE AIRPORT, 304.5 FEET WEST OF THE WEST END OF THE SOUTH
 MU0026'CONCRETE AND ROCK HEADWALL OF A CULVERT, 37 1/2 FEET SOUTH OF THE
 MU0026'CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF AN EAST AND WEST FENCE
 MU0026'LINE, 2.3 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 MU0026'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FEET ABOVE THE
 MU0026'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0579 ***********************************************************************
 MT0579  DESIGNATION -  E 319
 MT0579  PID         -  MT0579
 MT0579  STATE/COUNTY-  NV/ELKO
 MT0579  USGS QUAD   -  MERRITT MOUNTAIN (1986)
 MT0579
 MT0579                         *CURRENT SURVEY CONTROL
 MT0579  ___________________________________________________________________
 MT0579* NAD 83(1986)-  41 47 51.     (N)    115 51 39.     (W)     SCALED    
 MT0579* NAVD 88     -      1889.668  (meters)    6199.69   (feet)  ADJUSTED  
 MT0579  ___________________________________________________________________
 MT0579  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 MT0579  DYNAMIC HT  -        1888.171 (meters)    6194.77  (feet)  COMP
 MT0579  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 MT0579
 MT0579  VERT ORDER  -  SECOND    CLASS 0
 MT0579
 MT0579.The horizontal coordinates were scaled from a topographic map and have
 MT0579.an estimated accuracy of +/- 6 seconds.
 MT0579
 MT0579.The orthometric height was determined by differential leveling
 MT0579.and adjusted by the National Geodetic Survey in June 1991..
 MT0579
 MT0579.The geoid height was determined by GEOID03.
 MT0579
 MT0579.The dynamic height is computed by dividing the NAVD 88
 MT0579.geopotential number by the normal gravity value computed on the
 MT0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0579.degrees latitude (g = 980.6199 gals.).
 MT0579
 MT0579.The modeled gravity was interpolated from observed gravity values.
 MT0579
 MT0579;                    North         East    Units  Estimated Accuracy
 MT0579;SPC NV E     - 8,782,250.      176,940.      MT  (+/- 180 meters Scaled)
 MT0579
 MT0579                          SUPERSEDED SURVEY CONTROL
 MT0579
 MT0579  NGVD 29 (??/??/92) 1888.416  (m)         6195.58   (f) ADJ UNCH    2 0
 MT0579
 MT0579.Superseded values are not recommended for survey control.
 MT0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0579.See file dsdata.txt to determine how the superseded data were derived.
 MT0579
 MT0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG946279(NAD 83)
 MT0579_MARKER: DB = BENCH MARK DISK
 MT0579_SETTING: 80 = SET IN A BOULDER
 MT0579_STAMPING: E 319 1951
 MT0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0579+STABILITY: SURFACE MOTION
 MT0579
 MT0579  HISTORY     - Date     Condition        Report By
 MT0579  HISTORY     - 1951     MONUMENTED       CGS
 MT0579
 MT0579                          STATION DESCRIPTION
 MT0579
 MT0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0579'8.0 MI E FROM MOUNTAIN CITY.
 MT0579'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0579'MOUNTAIN CITY, THENCE 7.0 MILES EAST ALONG A GRAVEL ROAD, 0.5 MILES
 MT0579'EAST OF THE SUMMIT OF A LONG GRADE, 0.55 MILES FROM THE BOTTOM OF THE
 MT0579'GRADE AND ALLEGHENY CREEK, ON THE OUTSIDE OF A CURVE, SET IN THE TOP
 MT0579'OF THE SOUTH END OF A LARGE BOULDER, 28 1/2 FEET NORTH OF THE CENTER
 MT0579'LINE OF THE ROAD, 3.7 FEET EAST OF A WITNESS POST, ABOUT 8 FEET HIGHER
 MT0579'THAN THE ROAD, AND MARKED WITH WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0858 ***********************************************************************
 KR0858  DESIGNATION -  E 320
 KR0858  PID         -  KR0858
 KR0858  STATE/COUNTY-  NV/LYON
 KR0858  USGS QUAD   -  MASON BUTTE (1993)
 KR0858
 KR0858                         *CURRENT SURVEY CONTROL
 KR0858  ___________________________________________________________________
 KR0858* NAD 83(1986)-  39 04 58.     (N)    119 10 50.     (W)     SCALED    
 KR0858* NAVD 88     -      1321.62   (+/-2cm)    4336.0    (feet)  VERTCON   
 KR0858  ___________________________________________________________________
 KR0858  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 KR0858
 KR0858  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0858
 KR0858.The horizontal coordinates were scaled from a topographic map and have
 KR0858.an estimated accuracy of +/- 6 seconds.
 KR0858
 KR0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0858.The vertical order pertains to the NGVD 29 superseded value.
 KR0858
 KR0858.The geoid height was determined by GEOID03.
 KR0858
 KR0858;                    North         East    Units  Estimated Accuracy
 KR0858;SPC NV W     - 4,480,960.      748,330.      MT  (+/- 180 meters Scaled)
 KR0858
 KR0858                          SUPERSEDED SURVEY CONTROL
 KR0858
 KR0858  NGVD 29 (??/??/92) 1320.608  (m)         4332.69   (f) ADJ UNCH    2 0
 KR0858
 KR0858.Superseded values are not recommended for survey control.
 KR0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0858.See file dsdata.txt to determine how the superseded data were derived.
 KR0858
 KR0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD113282(NAD 83)
 KR0858_MARKER: DD = SURVEY DISK
 KR0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0858_STAMPING: E 320 1951
 KR0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0858+STABILITY: SURFACE MOTION
 KR0858
 KR0858  HISTORY     - Date     Condition        Report By
 KR0858  HISTORY     - 1951     MONUMENTED       CGS
 KR0858
 KR0858                          STATION DESCRIPTION
 KR0858
 KR0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0858'4.0 MI S FROM WABUSKA.
 KR0858'4.0 MILES SOUTH ALONG U. S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 KR0858'COMPANY RAILROAD STATION AT WABUSKA, 0.2 MILES SOUTH OF A WHITE FARM
 KR0858'HOUSE TO THE WEST OF THE HIGHWAY, 35.5 FEET EAST OF THE CENTER LINE OF
 KR0858'THE HIGHWAY, 8 FEET WEST OF AN IRRIGATION CANAL, 1.5 FEET SOUTHWEST OF
 KR0858'THE SOUTH END OF AN IRON GATE, 1.5 FEET SOUTHWEST OF A WITNESS POST,
 KR0858'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE THE
 KR0858'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0338 ***********************************************************************
 JR0338  DESIGNATION -  E 321
 JR0338  PID         -  JR0338
 JR0338  STATE/COUNTY-  NV/LYON
 JR0338  USGS QUAD   -  YERINGTON (1986)
 JR0338
 JR0338                         *CURRENT SURVEY CONTROL
 JR0338  ___________________________________________________________________
 JR0338* NAD 83(1986)-  38 59 58.     (N)    119 09 38.     (W)     SCALED    
 JR0338* NAVD 88     -      1333.26   (+/-2cm)    4374.2    (feet)  VERTCON   
 JR0338  ___________________________________________________________________
 JR0338  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 JR0338
 JR0338  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0338
 JR0338.The horizontal coordinates were scaled from a topographic map and have
 JR0338.an estimated accuracy of +/- 6 seconds.
 JR0338
 JR0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0338.The vertical order pertains to the NGVD 29 superseded value.
 JR0338
 JR0338.The geoid height was determined by GEOID03.
 JR0338
 JR0338;                    North         East    Units  Estimated Accuracy
 JR0338;SPC NV W     - 4,471,700.      750,000.      MT  (+/- 180 meters Scaled)
 JR0338
 JR0338                          SUPERSEDED SURVEY CONTROL
 JR0338
 JR0338  NGVD 29 (??/??/92) 1332.237  (m)         4370.85   (f) ADJ UNCH    2 0
 JR0338
 JR0338.Superseded values are not recommended for survey control.
 JR0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0338.See file dsdata.txt to determine how the superseded data were derived.
 JR0338
 JR0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD129189(NAD 83)
 JR0338_MARKER: DB = BENCH MARK DISK
 JR0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0338_STAMPING: E 321 1951
 JR0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0338+STABILITY: SURFACE MOTION
 JR0338
 JR0338  HISTORY     - Date     Condition        Report By
 JR0338  HISTORY     - 1951     MONUMENTED       CGS
 JR0338
 JR0338                          STATION DESCRIPTION
 JR0338
 JR0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JR0338'AT YERINGTON MUNICIPAL AP.
 JR0338'AT YERINGTON MUNICIAPL AIRPORT, LYON COUNTY, 186 FEET NORTH
 JR0338'OF THE NORTH END OF THE NORTH-AND-SOUTH RUNWAY, 1 FOOT SOUTH OF
 JR0338'A WIRE FENCE, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.
 JR0338'A STANDARD DISK, STAMPED E 321 1951 AND SET IN THE TOP OF A
 JR0338'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0397 ***********************************************************************
 MT0397  DESIGNATION -  E 322
 MT0397  PID         -  MT0397
 MT0397  STATE/COUNTY-  NV/ELKO
 MT0397  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0397
 MT0397                         *CURRENT SURVEY CONTROL
 MT0397  ___________________________________________________________________
 MT0397* NAD 83(1986)-  41 58 02.     (N)    115 29 09.     (W)     SCALED    
 MT0397* NAVD 88     -      1919.250  (meters)    6296.74   (feet)  ADJUSTED  
 MT0397  ___________________________________________________________________
 MT0397  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 MT0397  DYNAMIC HT  -        1917.743 (meters)    6291.80  (feet)  COMP
 MT0397  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 MT0397
 MT0397  VERT ORDER  -  SECOND    CLASS 0
 MT0397
 MT0397.The horizontal coordinates were scaled from a topographic map and have
 MT0397.an estimated accuracy of +/- 6 seconds.
 MT0397
 MT0397.The orthometric height was determined by differential leveling
 MT0397.and adjusted by the National Geodetic Survey in June 1991..
 MT0397
 MT0397.The geoid height was determined by GEOID03.
 MT0397
 MT0397.The dynamic height is computed by dividing the NAVD 88
 MT0397.geopotential number by the normal gravity value computed on the
 MT0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0397.degrees latitude (g = 980.6199 gals.).
 MT0397
 MT0397.The modeled gravity was interpolated from observed gravity values.
 MT0397
 MT0397;                    North         East    Units  Estimated Accuracy
 MT0397;SPC NV E     - 8,801,060.      208,080.      MT  (+/- 180 meters Scaled)
 MT0397
 MT0397                          SUPERSEDED SURVEY CONTROL
 MT0397
 MT0397  NGVD 29 (??/??/92) 1918.018  (m)         6292.70   (f) ADJ UNCH    2 0
 MT0397
 MT0397.Superseded values are not recommended for survey control.
 MT0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0397.See file dsdata.txt to determine how the superseded data were derived.
 MT0397
 MT0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG254472(NAD 83)
 MT0397_MARKER: DB = BENCH MARK DISK
 MT0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0397_STAMPING: E 322 1951
 MT0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0397+STABILITY: SURFACE MOTION
 MT0397
 MT0397  HISTORY     - Date     Condition        Report By
 MT0397  HISTORY     - 1951     MONUMENTED       CGS
 MT0397
 MT0397                          STATION DESCRIPTION
 MT0397
 MT0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0397'16.4 MI NW FROM JARBIDGE.
 MT0397'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0397'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0397'THENCE 6.2 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0397'CREEK RANGER STATION, AT A POINT WHERE THE CREEK CROSSES THE ROAD ON
 MT0397'THE INSIDE OF A SWITCHBACK, 54 FEET NORTH OF THE CENTER OF THE CREEK
 MT0397'AND ROAD CROSSING, 33 1/2 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 MT0397'THE CREEK, 29.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 9 FEET
 MT0397'NORTHEAST OF THE PROLONGATION OF THE CENTER LINE OF A PORTION OF THE
 MT0397'OLD ROAD LEADING EAST, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 MT0397'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MT0397'0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0005 ***********************************************************************
 MT0005  DESIGNATION -  E 323
 MT0005  PID         -  MT0005
 MT0005  STATE/COUNTY-  NV/ELKO
 MT0005  USGS QUAD   -  GOLLAHER MOUNTAIN (1989)
 MT0005
 MT0005                         *CURRENT SURVEY CONTROL
 MT0005  ___________________________________________________________________
 MT0005* NAD 83(1986)-  41 59 18.     (N)    114 26 57.     (W)     SCALED    
 MT0005* NAVD 88     -      1782.487  (meters)    5848.04   (feet)  ADJUSTED  
 MT0005  ___________________________________________________________________
 MT0005  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 MT0005  DYNAMIC HT  -        1781.174 (meters)    5843.73  (feet)  COMP
 MT0005  MODELED GRAV-     979,822.0   (mgal)                       NAVD 88
 MT0005
 MT0005  VERT ORDER  -  SECOND    CLASS 0
 MT0005
 MT0005.The horizontal coordinates were scaled from a topographic map and have
 MT0005.an estimated accuracy of +/- 6 seconds.
 MT0005
 MT0005.The orthometric height was determined by differential leveling
 MT0005.and adjusted by the National Geodetic Survey in June 1991..
 MT0005
 MT0005.The geoid height was determined by GEOID03.
 MT0005
 MT0005.The dynamic height is computed by dividing the NAVD 88
 MT0005.geopotential number by the normal gravity value computed on the
 MT0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0005.degrees latitude (g = 980.6199 gals.).
 MT0005
 MT0005.The modeled gravity was interpolated from observed gravity values.
 MT0005
 MT0005;                    North         East    Units  Estimated Accuracy
 MT0005;SPC NV E     - 8,804,030.      293,980.      MT  (+/- 180 meters Scaled)
 MT0005
 MT0005                          SUPERSEDED SURVEY CONTROL
 MT0005
 MT0005  NGVD 29 (??/??/92) 1781.344  (m)         5844.29   (f) ADJ UNCH    2 0
 MT0005
 MT0005.Superseded values are not recommended for survey control.
 MT0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0005.See file dsdata.txt to determine how the superseded data were derived.
 MT0005
 MT0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG113516(NAD 83)
 MT0005_MARKER: DB = BENCH MARK DISK
 MT0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0005_STAMPING: E 323 1951
 MT0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0005+STABILITY: SURFACE MOTION
 MT0005
 MT0005  HISTORY     - Date     Condition        Report By
 MT0005  HISTORY     - 1951     MONUMENTED       CGS
 MT0005
 MT0005                          STATION DESCRIPTION
 MT0005
 MT0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0005'16.5 MI NE FROM SAN JACINTO.
 MT0005'16.5 MILES NORTHEAST, ON THE OUTSIDE OF A CURVE IN THE CROTCH OF A Y
 MT0005'FORMED BY THE JUNCTION OF A TRACK ROAD LEADING NORTHEAST, 178 FEET
 MT0005'NORTHEAST OF THE CENTER OF THE JUNCTION, 48 FEET NORTHWEST OF THE
 MT0005'CENTER LINE OF THE MAIN ROAD, 2.3 FEET EAST OF A WITNESS POST, AND
 MT0005'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 MT0005'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0879 ***********************************************************************
 JR0879  DESIGNATION -  E 323
 JR0879  PID         -  JR0879
 JR0879  STATE/COUNTY-  NV/DOUGLAS
 JR0879  USGS QUAD   -  MINDEN (1982)
 JR0879
 JR0879                         *CURRENT SURVEY CONTROL
 JR0879  ___________________________________________________________________
 JR0879* NAD 83(1986)-  38 59 59.     (N)    119 45 24.     (W)     SCALED    
 JR0879* NAVD 88     -      1434.15   (+/-2cm)    4705.2    (feet)  VERTCON   
 JR0879  ___________________________________________________________________
 JR0879  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 JR0879
 JR0879  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0879
 JR0879.This mark is at Minden Airport (MEV)
 JR0879
 JR0879.The horizontal coordinates were scaled from a topographic map and have
 JR0879.an estimated accuracy of +/- 6 seconds.
 JR0879
 JR0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0879.The vertical order pertains to the NGVD 29 superseded value.
 JR0879
 JR0879.The geoid height was determined by GEOID03.
 JR0879
 JR0879;                    North         East    Units  Estimated Accuracy
 JR0879;SPC NV W     - 4,472,220.      698,370.      MT  (+/- 180 meters Scaled)
 JR0879
 JR0879                          SUPERSEDED SURVEY CONTROL
 JR0879
 JR0879  NGVD 29 (??/??/92) 1433.039  (m)         4701.56   (f) ADJ UNCH    2 0
 JR0879
 JR0879.Superseded values are not recommended for survey control.
 JR0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0879.See file dsdata.txt to determine how the superseded data were derived.
 JR0879
 JR0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD612203(NAD 83)
 JR0879_MARKER: DB = BENCH MARK DISK
 JR0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0879_STAMPING: E 323 1951
 JR0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0879+STABILITY: SURFACE MOTION
 JR0879
 JR0879  HISTORY     - Date     Condition        Report By
 JR0879  HISTORY     - 1951     MONUMENTED       CGS
 JR0879
 JR0879                          STATION DESCRIPTION
 JR0879
 JR0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JR0879'5.1 MI N FROM MINDEN.
 JR0879'ABOUT 3.8 MILES NORTH ALONG US HIGHWAY 395 FROM THE POST OFFICE AT
 JR0879'MINDEN, THENCE 1.3 MILES EAST ALONG AN ASPHALT ROAD TO THE DOUGLAS-
 JR0879'TAHOE AIRPORT, AT THE AIRPORT, 2.8 FEET NORTH OF THE SOUTHWEST
 JR0879'CORNER OF THE HANGER, 1.2 FEET NORTH OF THE NORTH FACE OF THE
 JR0879'HANGAR, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 JR0879'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0473 ***********************************************************************
 JR0473  DESIGNATION -  E 324
 JR0473  PID         -  JR0473
 JR0473  STATE/COUNTY-  NV/DOUGLAS
 JR0473  USGS QUAD   -  MINDEN (1982)
 JR0473
 JR0473                         *CURRENT SURVEY CONTROL
 JR0473  ___________________________________________________________________
 JR0473* NAD 83(1986)-  38 54 12.     (N)    119 49 38.     (W)     SCALED    
 JR0473* NAVD 88     -      1473.85   (+/-2cm)    4835.5    (feet)  VERTCON   
 JR0473  ___________________________________________________________________
 JR0473  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 JR0473
 JR0473  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0473
 JR0473.The horizontal coordinates were scaled from a topographic map and have
 JR0473.an estimated accuracy of +/- 6 seconds.
 JR0473
 JR0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0473.The vertical order pertains to the NGVD 29 superseded value.
 JR0473
 JR0473.The geoid height was determined by GEOID03.
 JR0473
 JR0473;                    North         East    Units  Estimated Accuracy
 JR0473;SPC NV W     - 4,461,600.      692,110.      MT  (+/- 180 meters Scaled)
 JR0473
 JR0473                          SUPERSEDED SURVEY CONTROL
 JR0473
 JR0473  NGVD 29 (??/??/92) 1472.645  (m)         4831.50   (f) ADJ UNCH    2 0
 JR0473
 JR0473.Superseded values are not recommended for survey control.
 JR0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0473.See file dsdata.txt to determine how the superseded data were derived.
 JR0473
 JR0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD548098(NAD 83)
 JR0473_MARKER: DB = BENCH MARK DISK
 JR0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0473_STAMPING: E 324 1951
 JR0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0473+STABILITY: SURFACE MOTION
 JR0473
 JR0473  HISTORY     - Date     Condition        Report By
 JR0473  HISTORY     - 1951     MONUMENTED       CGS
 JR0473
 JR0473                          STATION DESCRIPTION
 JR0473
 JR0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JR0473'6.5 MI N FROM FREDERICKSBURG.
 JR0473'ABOUT 6.5 MILES NORTH ALONG A COUNTY ROAD AND FOOTHILL ROAD FROM
 JR0473'THE SCHOOLHOUSE AT FREDERICKSBURG, ABOUT 7.4 MILES SOUTH ALONG
 JR0473'THE FOOTHILL ROAD FROM THE GENERAL STORE IN GENOA, AT A POINT
 JR0473'WHERE AN EAST AND WEST TELEPHONE LINE CROSSES THE ROAD, 101 1/2
 JR0473'FEET SOUTH OF THE SOUTH END OF A 24-INCH CORRUGATED METAL PIPE
 JR0473'UNDER THE ROAD, 97 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JR0473'ROAD, 3 FEET NORTH OF TELEPHONE POLE NO. 11487, 1.9 FEET
 JR0473'SOUTHEAST OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE ROAD,
 JR0473'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE
 JR0473'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0608 ***********************************************************************
 MT0608  DESIGNATION -  E 326
 MT0608  PID         -  MT0608
 MT0608  STATE/COUNTY-  NV/ELKO
 MT0608  USGS QUAD   -  BIG TABLE (1986)
 MT0608
 MT0608                         *CURRENT SURVEY CONTROL
 MT0608  ___________________________________________________________________
 MT0608* NAD 83(1986)-  41 52 34.     (N)    115 41 26.     (W)     SCALED    
 MT0608* NAVD 88     -      1618.080  (meters)    5308.65   (feet)  ADJUSTED  
 MT0608  ___________________________________________________________________
 MT0608  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 MT0608  DYNAMIC HT  -        1616.881 (meters)    5304.72  (feet)  COMP
 MT0608  MODELED GRAV-     979,824.7   (mgal)                       NAVD 88
 MT0608
 MT0608  VERT ORDER  -  SECOND    CLASS 0
 MT0608
 MT0608.The horizontal coordinates were scaled from a topographic map and have
 MT0608.an estimated accuracy of +/- 6 seconds.
 MT0608
 MT0608.The orthometric height was determined by differential leveling
 MT0608.and adjusted by the National Geodetic Survey in June 1991..
 MT0608
 MT0608.The geoid height was determined by GEOID03.
 MT0608
 MT0608.The dynamic height is computed by dividing the NAVD 88
 MT0608.geopotential number by the normal gravity value computed on the
 MT0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0608.degrees latitude (g = 980.6199 gals.).
 MT0608
 MT0608.The modeled gravity was interpolated from observed gravity values.
 MT0608
 MT0608;                    North         East    Units  Estimated Accuracy
 MT0608;SPC NV E     - 8,790,940.      191,100.      MT  (+/- 180 meters Scaled)
 MT0608
 MT0608                          SUPERSEDED SURVEY CONTROL
 MT0608
 MT0608  NGVD 29 (??/??/92) 1616.896  (m)         5304.77   (f) ADJ UNCH    2 0
 MT0608
 MT0608.Superseded values are not recommended for survey control.
 MT0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0608.See file dsdata.txt to determine how the superseded data were derived.
 MT0608
 MT0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG086368(NAD 83)
 MT0608_MARKER: DB = BENCH MARK DISK
 MT0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0608_STAMPING: E 326 1951
 MT0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0608+STABILITY: SURFACE MOTION
 MT0608
 MT0608  HISTORY     - Date     Condition        Report By
 MT0608  HISTORY     - 1951     MONUMENTED       CGS
 MT0608
 MT0608                          STATION DESCRIPTION
 MT0608
 MT0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0608'26.3 MI NE FROM MOUNTAIN CITY.
 MT0608'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0608'MOUNTAIN CITY, THENCE 15.0 MILES EAST ALONG A GRAVEL ROAD, THENCE 2.6
 MT0608'MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 7.7 MILES NORTHEAST ALONG A
 MT0608'GRAVEL ROAD, 0.6 MILES SOUTHWEST OF A SHARP CURVE AND A SIGN READING
 MT0608'DANGER, ON THE INSIDE    ON THE INSIDE AND AT THE NORTH END OF THE
 MT0608'CURVE, 24 1/2 FEET EAST OF THE LONE 8-INCH CEDAR TREE, 19 1/2 FEET
 MT0608'WEST OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTH OF A WITNESS POST,
 MT0608'ABOUT 1/2-FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MT0608'POST PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0029 ***********************************************************************
 MT0029  DESIGNATION -  E 327
 MT0029  PID         -  MT0029
 MT0029  STATE/COUNTY-  NV/ELKO
 MT0029  USGS QUAD   -  FIVEMILE GULCH (1989)
 MT0029
 MT0029                         *CURRENT SURVEY CONTROL
 MT0029  ___________________________________________________________________
 MT0029* NAD 83(1986)-  41 54 12.     (N)    114 12 29.     (W)     SCALED    
 MT0029* NAVD 88     -      1641.482  (meters)    5385.43   (feet)  ADJUSTED  
 MT0029  ___________________________________________________________________
 MT0029  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 MT0029  DYNAMIC HT  -        1640.276 (meters)    5381.47  (feet)  COMP
 MT0029  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 MT0029
 MT0029  VERT ORDER  -  SECOND    CLASS 0
 MT0029
 MT0029.The horizontal coordinates were scaled from a topographic map and have
 MT0029.an estimated accuracy of +/- 6 seconds.
 MT0029
 MT0029.The orthometric height was determined by differential leveling
 MT0029.and adjusted by the National Geodetic Survey in June 1991..
 MT0029
 MT0029.The geoid height was determined by GEOID03.
 MT0029
 MT0029.The dynamic height is computed by dividing the NAVD 88
 MT0029.geopotential number by the normal gravity value computed on the
 MT0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0029.degrees latitude (g = 980.6199 gals.).
 MT0029
 MT0029.The modeled gravity was interpolated from observed gravity values.
 MT0029
 MT0029;                    North         East    Units  Estimated Accuracy
 MT0029;SPC NV E     - 8,794,880.      314,110.      MT  (+/- 180 meters Scaled)
 MT0029
 MT0029                          SUPERSEDED SURVEY CONTROL
 MT0029
 MT0029  NGVD 29 (??/??/92) 1640.359  (m)         5381.74   (f) ADJ UNCH    2 0
 MT0029
 MT0029.Superseded values are not recommended for survey control.
 MT0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0029.See file dsdata.txt to determine how the superseded data were derived.
 MT0029
 MT0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG315428(NAD 83)
 MT0029_MARKER: DB = BENCH MARK DISK
 MT0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0029_STAMPING: E 327 1951
 MT0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0029+STABILITY: SURFACE MOTION
 MT0029
 MT0029  HISTORY     - Date     Condition        Report By
 MT0029  HISTORY     - 1951     MONUMENTED       CGS
 MT0029
 MT0029                          STATION DESCRIPTION
 MT0029
 MT0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0029'32.6 MI NW FROM GROUSE CREEK.
 MT0029'3.4 MILES NORTH, 15.6 MILES NORTHWEST, 2.5 MILES NORTHWEST, 11.1 MILES
 MT0029'SOUTHWEST, 0.1 MILE SOUTHEAST OF THE RANCHO GRANDE RANCHHOUSE, AT THE
 MT0029'NORTHEAST CORNER OF A LARGE TRIANGLE FORMED BY TWO ROADS LEADING TO
 MT0029'THE RANCH, 27 1/2 FEET SOUTH OF THE CENTER LINE OF THE NORTH LEG OF
 MT0029'THE TRIANGLE, 24 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD,
 MT0029'2.1 FEET SOUTH OF A WITNESS POST, AND ABOUT 1/2 FOOT LOWER THAN THE
 MT0029'MAIN ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 MT0029'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1261 ***********************************************************************
 GR1261  DESIGNATION -  E 328
 GR1261  PID         -  GR1261
 GR1261  STATE/COUNTY-  NV/NYE
 GR1261  USGS QUAD   -  MERCURY (1983)
 GR1261
 GR1261                         *CURRENT SURVEY CONTROL
 GR1261  ___________________________________________________________________
 GR1261* NAD 83(1986)-  36 42 35.     (N)    115 59 11.     (W)     SCALED    
 GR1261* NAVD 88     -      1129.457  (meters)    3705.56   (feet)  ADJUSTED  
 GR1261  ___________________________________________________________________
 GR1261  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 GR1261  DYNAMIC HT  -        1128.219 (meters)    3701.50  (feet)  COMP
 GR1261  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 GR1261
 GR1261  VERT ORDER  -  SECOND    CLASS 0
 GR1261
 GR1261.The horizontal coordinates were scaled from a topographic map and have
 GR1261.an estimated accuracy of +/- 6 seconds.
 GR1261
 GR1261.The orthometric height was determined by differential leveling
 GR1261.and adjusted by the National Geodetic Survey in June 1991..
 GR1261
 GR1261.The geoid height was determined by GEOID03.
 GR1261
 GR1261.The dynamic height is computed by dividing the NAVD 88
 GR1261.geopotential number by the normal gravity value computed on the
 GR1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1261.degrees latitude (g = 980.6199 gals.).
 GR1261
 GR1261.The modeled gravity was interpolated from observed gravity values.
 GR1261
 GR1261;                    North         East    Units  Estimated Accuracy
 GR1261;SPC NV C     - 6,217,630.      560,780.      MT  (+/- 180 meters Scaled)
 GR1261
 GR1261                          SUPERSEDED SURVEY CONTROL
 GR1261
 GR1261  NGVD 29 (??/??/92) 1128.578  (m)         3702.68   (f) ADJ UNCH    2 0
 GR1261
 GR1261.Superseded values are not recommended for survey control.
 GR1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1261.See file dsdata.txt to determine how the superseded data were derived.
 GR1261
 GR1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA905631(NAD 83)
 GR1261_MARKER: DB = BENCH MARK DISK
 GR1261_SETTING: 66 = SET IN ROCK OUTCROP
 GR1261_SP_SET: ROCK OUTCROP
 GR1261_STAMPING: E 328 1952
 GR1261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1261+STABILITY: POSITION/ELEVATION WELL
 GR1261
 GR1261  HISTORY     - Date     Condition        Report By
 GR1261  HISTORY     - 1952     MONUMENTED       CGS
 GR1261
 GR1261                          STATION DESCRIPTION
 GR1261
 GR1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GR1261'4.15 MI NW FROM MERCURY.
 GR1261'0.15 MILE WEST ALONG RANGER AVENUE FROM THE POST OFFICE AT MERCURY,
 GR1261'THENCE 2.6 MILES NORTH ALONG THE MERCURY HIGHWAY, THENCE 1.4 MILES
 GR1261'NORTHWEST ALONG THE MERCURY HIGHWAY, AT THE FOOT OF A ROCKY HILL, 12
 GR1261'FEET EAST OF THE EAST EDGE OF A ROCK LEDGE, 106.7 FEET WEST OF THE
 GR1261'CENTER LINE OF THE HIGHWAY, 1 FOOT ABOVE THE GROUND, SET IN THE TOP OF
 GR1261'A 4X5 FOOT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0432 ***********************************************************************
 HQ0432  DESIGNATION -  E 329
 HQ0432  PID         -  HQ0432
 HQ0432  STATE/COUNTY-  NV/NYE
 HQ0432  USGS QUAD   -  YUCCA FLAT (1986)
 HQ0432
 HQ0432                         *CURRENT SURVEY CONTROL
 HQ0432  ___________________________________________________________________
 HQ0432* NAD 83(1986)-  37 01 58.     (N)    116 03 08.     (W)     SCALED    
 HQ0432* NAVD 88     -      1229.002  (meters)    4032.15   (feet)  ADJUSTED  
 HQ0432  ___________________________________________________________________
 HQ0432  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 HQ0432  DYNAMIC HT  -        1227.659 (meters)    4027.74  (feet)  COMP
 HQ0432  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 HQ0432
 HQ0432  VERT ORDER  -  SECOND    CLASS 0
 HQ0432
 HQ0432.The horizontal coordinates were scaled from a topographic map and have
 HQ0432.an estimated accuracy of +/- 6 seconds.
 HQ0432
 HQ0432.The orthometric height was determined by differential leveling
 HQ0432.and adjusted by the National Geodetic Survey in June 1991..
 HQ0432
 HQ0432.The geoid height was determined by GEOID03.
 HQ0432
 HQ0432.The dynamic height is computed by dividing the NAVD 88
 HQ0432.geopotential number by the normal gravity value computed on the
 HQ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0432.degrees latitude (g = 980.6199 gals.).
 HQ0432
 HQ0432.The modeled gravity was interpolated from observed gravity values.
 HQ0432
 HQ0432;                    North         East    Units  Estimated Accuracy
 HQ0432;SPC NV C     - 6,253,440.      554,660.      MT  (+/- 180 meters Scaled)
 HQ0432
 HQ0432                          SUPERSEDED SURVEY CONTROL
 HQ0432
 HQ0432  NGVD 29 (??/??/92) 1228.080  (m)         4029.13   (f) ADJ UNCH    2 0
 HQ0432
 HQ0432.Superseded values are not recommended for survey control.
 HQ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0432.See file dsdata.txt to determine how the superseded data were derived.
 HQ0432
 HQ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA842989(NAD 83)
 HQ0432_MARKER: DB = BENCH MARK DISK
 HQ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0432_STAMPING: E 329 1952
 HQ0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0432+STABILITY: SURFACE MOTION
 HQ0432
 HQ0432  HISTORY     - Date     Condition        Report By
 HQ0432  HISTORY     - 1952     MONUMENTED       CGS
 HQ0432  HISTORY     - 1984     GOOD             USGS
 HQ0432
 HQ0432                          STATION DESCRIPTION
 HQ0432
 HQ0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0432'6.8 MI N FROM YUCCA PASS.
 HQ0432'6.8 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF
 HQ0432'YUCCA PASS, AT A JUNCTION WITH AN OILED ROAD LEADING WEST, 149
 HQ0432'FEET SOUTH OF THE CENTER LINE OF THE OILED ROAD, 150 FEET WEST
 HQ0432'OF THE CENTER LINE OF THE HIGHWAY, IN LINE WITH A ROW OF TELEPHONE
 HQ0432'POLES, 58.4 FEET NORTH OF A TELEPHONE POLE, 3.5 FEET SOUTH OF
 HQ0432'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HQ0432'0.6 FOOT ABOVE THE GROUND.
 HQ0432
 HQ0432                          STATION RECOVERY (1984)
 HQ0432
 HQ0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0432'6.8 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF YUCCA
 HQ0432'PASS (ENTRANCE TO CP 1), AT A JUNCTION WITH A TRACK ROAD WEST, 140
 HQ0432'FEET SOUTH AND 150 FEET WEST OF THE CENTER OF THE INTERSECTION, IN
 HQ0432'THE TOP OF A CONCRETE POST PROJECTING 0.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0058 ***********************************************************************
 JP0058  DESIGNATION -  E 33
 JP0058  PID         -  JP0058
 JP0058  STATE/COUNTY-  NV/NYE
 JP0058  USGS QUAD   -  WHITE PINE PEAK (1990)
 JP0058
 JP0058                         *CURRENT SURVEY CONTROL
 JP0058  ___________________________________________________________________
 JP0058* NAD 83(1986)-  38 47 06.     (N)    115 24 26.     (W)     SCALED    
 JP0058* NAVD 88     -      1756.268  (meters)    5762.02   (feet)  ADJUSTED  
 JP0058  ___________________________________________________________________
 JP0058  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 JP0058  DYNAMIC HT  -        1754.417 (meters)    5755.95  (feet)  COMP
 JP0058  MODELED GRAV-     979,511.5   (mgal)                       NAVD 88
 JP0058
 JP0058  VERT ORDER  -  FIRST     CLASS II
 JP0058
 JP0058.The horizontal coordinates were scaled from a topographic map and have
 JP0058.an estimated accuracy of +/- 6 seconds.
 JP0058
 JP0058.The orthometric height was determined by differential leveling
 JP0058.and adjusted by the National Geodetic Survey in June 1991..
 JP0058.WARNING-Repeat measurements at this control monument indicate possible
 JP0058.vertical movement.
 JP0058
 JP0058.The geoid height was determined by GEOID03.
 JP0058
 JP0058.The dynamic height is computed by dividing the NAVD 88
 JP0058.geopotential number by the normal gravity value computed on the
 JP0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0058.degrees latitude (g = 980.6199 gals.).
 JP0058
 JP0058.The modeled gravity was interpolated from observed gravity values.
 JP0058
 JP0058;                    North         East    Units  Estimated Accuracy
 JP0058;SPC NV C     - 6,448,490.      609,420.      MT  (+/- 180 meters Scaled)
 JP0058
 JP0058                          SUPERSEDED SURVEY CONTROL
 JP0058
 JP0058  NGVD 29 (??/??/92) 1755.075  (m)         5758.11   (f) ADJ UNCH    1 2
 JP0058
 JP0058.Superseded values are not recommended for survey control.
 JP0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0058.See file dsdata.txt to determine how the superseded data were derived.
 JP0058
 JP0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC383941(NAD 83)
 JP0058_MARKER: DB = BENCH MARK DISK
 JP0058_SETTING: 66 = SET IN ROCK OUTCROP
 JP0058_SP_SET: QUARTZ PORPHYRY
 JP0058_STAMPING: 5758.109 E 33 1933
 JP0058_MARK LOGO: CGS   
 JP0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0058
 JP0058  HISTORY     - Date     Condition        Report By
 JP0058  HISTORY     - 1933     MONUMENTED       CGS
 JP0058  HISTORY     - 1934     GOOD             NGS
 JP0058  HISTORY     - 1984     POOR             NGS
 JP0058
 JP0058                          STATION DESCRIPTION
 JP0058
 JP0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JP0058'4.9 MI NE FROM CURRANT.
 JP0058'ABOUT 4.9 MILES NORTHEAST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JP0058'CURRANT, NYE COUNTY, AND ABOUT 30 FEET NORTH OF THE CENTER LINE OF THE
 JP0058'HIGHWAY, IN THE TOP OF A QUARTZ PORPHYRY OUTCROP.  A STANDARD DISK,
 JP0058'STAMPED 5758.109 E 33 1933.
 JP0058
 JP0058                          STATION RECOVERY (1934)
 JP0058
 JP0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JP0058'RECOVERED IN GOOD CONDITION.
 JP0058
 JP0058                          STATION RECOVERY (1984)
 JP0058
 JP0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JP0058'RECOVERED IN POOR CONDITION, NEW DESCRIPTION FOLLOWS.
 JP0058'7.55 KM (4.7 MI) NORTHEAST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION
 JP0058'WITH STATE HIGHWAY 379 AT CURRANT, IN TOP OF THE NORTHWEST EDGE OF A 4
 JP0058'BY 5 FOOT GRAY RHYOLITE OUTCROP, IN THE TOP OF THE SOUTHWEST END OF A
 JP0058'SHORT LOW CUT, 0.45 KM (0.3 MI) SOUTHWEST OF MILEPOST 123, 0.1 KM
 JP0058'(0.05 MI) WEST ACROSS THE HIGHWAY FROM AN ABANDON RANCH HOUSE,
 JP0058'7.6 METERS (25 FT) NORTHWEST OF THE HIGHWAY CENTERLINE AND 10.0 METERS
 JP0058'(33 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT.
 JP0058'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 JP0058'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0228 ***********************************************************************
 HP0228  DESIGNATION -  E 330
 HP0228  PID         -  HP0228
 HP0228  STATE/COUNTY-  NV/NYE
 HP0228  USGS QUAD   -  JANGLE RIDGE (1986)
 HP0228
 HP0228                         *CURRENT SURVEY CONTROL
 HP0228  ___________________________________________________________________
 HP0228* NAD 83(1986)-  37 12 54.     (N)    115 57 52.     (W)     SCALED    
 HP0228* NAVD 88     -      1409.062  (meters)    4622.90   (feet)  ADJUSTED  
 HP0228  ___________________________________________________________________
 HP0228  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 HP0228  DYNAMIC HT  -        1407.502 (meters)    4617.78  (feet)  COMP
 HP0228  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 HP0228
 HP0228  VERT ORDER  -  SECOND    CLASS 0
 HP0228
 HP0228.The horizontal coordinates were scaled from a topographic map and have
 HP0228.an estimated accuracy of +/- 6 seconds.
 HP0228
 HP0228.The orthometric height was determined by differential leveling
 HP0228.and adjusted by the National Geodetic Survey in June 1991..
 HP0228
 HP0228.The geoid height was determined by GEOID03.
 HP0228
 HP0228.The dynamic height is computed by dividing the NAVD 88
 HP0228.geopotential number by the normal gravity value computed on the
 HP0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0228.degrees latitude (g = 980.6199 gals.).
 HP0228
 HP0228.The modeled gravity was interpolated from observed gravity values.
 HP0228
 HP0228;                    North         East    Units  Estimated Accuracy
 HP0228;SPC NV C     - 6,273,720.      562,320.      MT  (+/- 180 meters Scaled)
 HP0228
 HP0228                          SUPERSEDED SURVEY CONTROL
 HP0228
 HP0228  NGVD 29 (??/??/92) 1408.098  (m)         4619.73   (f) ADJ UNCH    2 0
 HP0228
 HP0228.Superseded values are not recommended for survey control.
 HP0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0228.See file dsdata.txt to determine how the superseded data were derived.
 HP0228
 HP0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB918192(NAD 83)
 HP0228_MARKER: DB = BENCH MARK DISK
 HP0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0228_STAMPING: E 330 1952
 HP0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0228+STABILITY: SURFACE MOTION
 HP0228
 HP0228  HISTORY     - Date     Condition        Report By
 HP0228  HISTORY     - 1952     MONUMENTED       CGS
 HP0228
 HP0228                          STATION DESCRIPTION
 HP0228
 HP0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HP0228'10.8 MI SW FROM GROOM LAKE.
 HP0228'2.3 MILES SOUTH ALONG THE WEST EDGE OF GROOM LAKE FROM A POINT AT THE
 HP0228'NORTH END OF THE LAKE WHERE A SANDY TRACK ROAD LEADS NORTHWEST, THENCE
 HP0228'8.5 MILES SOUTHWEST ALONG A TRACK ROAD, 58 FEET NORTHWEST OF THE
 HP0228'CENTER LINE OF A TRACK ROAD, 3.5 FEET SOUTHWEST OF A WITNESS POST, SET
 HP0228'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 HP0228'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0487 ***********************************************************************
 HQ0487  DESIGNATION -  E 331
 HQ0487  PID         -  HQ0487
 HQ0487  STATE/COUNTY-  NV/NYE
 HQ0487  USGS QUAD   -  TOLICHA PEAK (1986)
 HQ0487
 HQ0487                         *CURRENT SURVEY CONTROL
 HQ0487  ___________________________________________________________________
 HQ0487* NAD 83(1986)-  37 18 26.     (N)    116 46 58.     (W)     SCALED    
 HQ0487* NAVD 88     -      1730.640  (meters)    5677.94   (feet)  ADJUSTED  
 HQ0487  ___________________________________________________________________
 HQ0487  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 HQ0487  DYNAMIC HT  -        1728.640 (meters)    5671.38  (feet)  COMP
 HQ0487  MODELED GRAV-     979,413.0   (mgal)                       NAVD 88
 HQ0487
 HQ0487  VERT ORDER  -  SECOND    CLASS 0
 HQ0487
 HQ0487.The horizontal coordinates were scaled from a topographic map and have
 HQ0487.an estimated accuracy of +/- 6 seconds.
 HQ0487
 HQ0487.The orthometric height was determined by differential leveling
 HQ0487.and adjusted by the National Geodetic Survey in June 1991..
 HQ0487
 HQ0487.The geoid height was determined by GEOID03.
 HQ0487
 HQ0487.The dynamic height is computed by dividing the NAVD 88
 HQ0487.geopotential number by the normal gravity value computed on the
 HQ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0487.degrees latitude (g = 980.6199 gals.).
 HQ0487
 HQ0487.The modeled gravity was interpolated from observed gravity values.
 HQ0487
 HQ0487;                    North         East    Units  Estimated Accuracy
 HQ0487;SPC NV C     - 6,283,730.      489,710.      MT  (+/- 180 meters Scaled)
 HQ0487
 HQ0487                          SUPERSEDED SURVEY CONTROL
 HQ0487
 HQ0487.No superseded survey control is available for this station.
 HQ0487
 HQ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB192289(NAD 83)
 HQ0487_MARKER: DB = BENCH MARK DISK
 HQ0487_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0487_SP_SET: ROCK OUTCROP
 HQ0487_STAMPING: E 331 1951
 HQ0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0487+STABILITY: POSITION/ELEVATION WELL
 HQ0487
 HQ0487  HISTORY     - Date     Condition        Report By
 HQ0487  HISTORY     - 1951     MONUMENTED       CGS
 HQ0487  HISTORY     - 1952     GOOD             NGS
 HQ0487  HISTORY     - 1984     MARK NOT FOUND   USGS
 HQ0487
 HQ0487                          STATION DESCRIPTION
 HQ0487
 HQ0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0487'32.3 MI N FROM BEATTY.
 HQ0487'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0487'AT BEATTY, THENCE 12.75 MILES NORTH ALONG A WINDING TRACK ROAD,
 HQ0487'THENCE 0.15 MILE NORTHWEST ALONG A TRACK ROAD, THENCE 0.75 MILE
 HQ0487'NORTHEAST ALONG A TRACK ROAD, 90 YARDS NORTHWEST OF A TRACK
 HQ0487'ROAD LEADING EAST, ON THE SOUTH SLOPE OF A HILL, 51 FEET WEST
 HQ0487'OF THE CENTER LINE OF A TRACK ROAD, 1.3 FEET ABOVE THE GROUND,
 HQ0487'SET IN THE TOP OF A BLACK ROCK OUTCROP.
 HQ0487
 HQ0487                          STATION RECOVERY (1984)
 HQ0487
 HQ0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0258 ***********************************************************************
 HQ0258  DESIGNATION -  E 332
 HQ0258  PID         -  HQ0258
 HQ0258  STATE/COUNTY-  NV/NYE
 HQ0258  USGS QUAD   -  TRAPPMAN HILLS (1988)
 HQ0258
 HQ0258                         *CURRENT SURVEY CONTROL
 HQ0258  ___________________________________________________________________
 HQ0258* NAD 83(1986)-  37 37 00.     (N)    116 40 19.     (W)     SCALED    
 HQ0258* NAVD 88     -      1681.360  (meters)    5516.26   (feet)  ADJUSTED  
 HQ0258  ___________________________________________________________________
 HQ0258  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 HQ0258  DYNAMIC HT  -        1679.428 (meters)    5509.92  (feet)  COMP
 HQ0258  MODELED GRAV-     979,422.3   (mgal)                       NAVD 88
 HQ0258
 HQ0258  VERT ORDER  -  SECOND    CLASS 0
 HQ0258
 HQ0258.The horizontal coordinates were scaled from a topographic map and have
 HQ0258.an estimated accuracy of +/- 6 seconds.
 HQ0258
 HQ0258.The orthometric height was determined by differential leveling
 HQ0258.and adjusted by the National Geodetic Survey in June 1991..
 HQ0258
 HQ0258.The geoid height was determined by GEOID03.
 HQ0258
 HQ0258.The dynamic height is computed by dividing the NAVD 88
 HQ0258.geopotential number by the normal gravity value computed on the
 HQ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0258.degrees latitude (g = 980.6199 gals.).
 HQ0258
 HQ0258.The modeled gravity was interpolated from observed gravity values.
 HQ0258
 HQ0258;                    North         East    Units  Estimated Accuracy
 HQ0258;SPC NV C     - 6,318,060.      499,530.      MT  (+/- 180 meters Scaled)
 HQ0258
 HQ0258                          SUPERSEDED SURVEY CONTROL
 HQ0258
 HQ0258.No superseded survey control is available for this station.
 HQ0258
 HQ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB289633(NAD 83)
 HQ0258_MARKER: DB = BENCH MARK DISK
 HQ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0258_STAMPING: E 332 1952
 HQ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0258+STABILITY: SURFACE MOTION
 HQ0258
 HQ0258  HISTORY     - Date     Condition        Report By
 HQ0258  HISTORY     - 1952     MONUMENTED       CGS
 HQ0258
 HQ0258                          STATION DESCRIPTION
 HQ0258
 HQ0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0258'52 MI SE FROM TONOPAH.
 HQ0258'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ0258'TONOPAH, THENCE 21.1 MILES SOUTHEAST ALONG AN OILED ROAD, THENCE
 HQ0258'8.5 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 10.45 MILES SOUTH
 HQ0258'ALONG A TRACK ROAD, 80 FEET WEST OF THE CENTER LINE OF A TRACK
 HQ0258'ROAD, 3.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 HQ0258'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0097 ***********************************************************************
 GS0097  DESIGNATION -  E 333
 GS0097  PID         -  GS0097
 GS0097  STATE/COUNTY-  NV/NYE
 GS0097  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0097
 GS0097                         *CURRENT SURVEY CONTROL
 GS0097  ___________________________________________________________________
 GS0097* NAD 83(1986)-  36 40 04.     (N)    116 23 21.     (W)     SCALED    
 GS0097* NAVD 88     -       837.464  (meters)    2747.58   (feet)  ADJUSTED  
 GS0097  ___________________________________________________________________
 GS0097  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GS0097  DYNAMIC HT  -         836.605 (meters)    2744.76  (feet)  COMP
 GS0097  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 GS0097
 GS0097  VERT ORDER  -  FIRST     CLASS II
 GS0097
 GS0097.The horizontal coordinates were scaled from a topographic map and have
 GS0097.an estimated accuracy of +/- 6 seconds.
 GS0097
 GS0097.The orthometric height was determined by differential leveling
 GS0097.and adjusted by the National Geodetic Survey in June 1991..
 GS0097
 GS0097.The geoid height was determined by GEOID03.
 GS0097
 GS0097.The dynamic height is computed by dividing the NAVD 88
 GS0097.geopotential number by the normal gravity value computed on the
 GS0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0097.degrees latitude (g = 980.6199 gals.).
 GS0097
 GS0097.The modeled gravity was interpolated from observed gravity values.
 GS0097
 GS0097;                    North         East    Units  Estimated Accuracy
 GS0097;SPC NV C     - 6,212,800.      524,810.      MT  (+/- 180 meters Scaled)
 GS0097
 GS0097                          SUPERSEDED SURVEY CONTROL
 GS0097
 GS0097  NGVD 29 (05/01/91)  836.651  (m)         2744.91   (f) ADJUSTED    1 2
 GS0097
 GS0097.Superseded values are not recommended for survey control.
 GS0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0097.See file dsdata.txt to determine how the superseded data were derived.
 GS0097
 GS0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA545581(NAD 83)
 GS0097_MARKER: DB = BENCH MARK DISK
 GS0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0097_STAMPING: E 333 1952
 GS0097_MARK LOGO: CGS   
 GS0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0097+STABILITY: SURFACE MOTION
 GS0097
 GS0097  HISTORY     - Date     Condition        Report By
 GS0097  HISTORY     - 1952     MONUMENTED       CGS
 GS0097  HISTORY     - 1982     GOOD             NGS
 GS0097
 GS0097                          STATION DESCRIPTION
 GS0097
 GS0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0097'1.9 MI N FROM LATHROP WELLS.
 GS0097'0.1 MILE WEST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF ITS
 GS0097'Y JUNCTION WITH STATE HIGHWAY 29 AT LATHROP WELLS, THENCE 1.8
 GS0097'MILES NORTH ALONG A TRACK ROAD, 27 FEET WEST OF THE CENTER LINE
 GS0097'OF THE ROAD, 2.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 GS0097'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GS0097
 GS0097                          STATION RECOVERY (1982)
 GS0097
 GS0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GS0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0442 ***********************************************************************
 HQ0442  DESIGNATION -  E 334
 HQ0442  PID         -  HQ0442
 HQ0442  STATE/COUNTY-  NV/NYE
 HQ0442  USGS QUAD   -  TIPPIPAH SPRING (1986)
 HQ0442
 HQ0442                         *CURRENT SURVEY CONTROL
 HQ0442  ___________________________________________________________________
 HQ0442* NAD 83(1986)-  37 04 36.     (N)    116 08 11.     (W)     SCALED    
 HQ0442* NAVD 88     -      1364.165  (meters)    4475.60   (feet)  ADJUSTED  
 HQ0442  ___________________________________________________________________
 HQ0442  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 HQ0442  DYNAMIC HT  -        1362.668 (meters)    4470.69  (feet)  COMP
 HQ0442  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 HQ0442
 HQ0442  VERT ORDER  -  SECOND    CLASS 0
 HQ0442
 HQ0442.The horizontal coordinates were scaled from a topographic map and have
 HQ0442.an estimated accuracy of +/- 6 seconds.
 HQ0442
 HQ0442.The orthometric height was determined by differential leveling
 HQ0442.and adjusted by the National Geodetic Survey in June 1991..
 HQ0442
 HQ0442.The geoid height was determined by GEOID03.
 HQ0442
 HQ0442.The dynamic height is computed by dividing the NAVD 88
 HQ0442.geopotential number by the normal gravity value computed on the
 HQ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0442.degrees latitude (g = 980.6199 gals.).
 HQ0442
 HQ0442.The modeled gravity was interpolated from observed gravity values.
 HQ0442
 HQ0442;                    North         East    Units  Estimated Accuracy
 HQ0442;SPC NV C     - 6,258,270.      547,150.      MT  (+/- 180 meters Scaled)
 HQ0442
 HQ0442                          SUPERSEDED SURVEY CONTROL
 HQ0442
 HQ0442  NGVD 29 (??/??/92) 1363.224  (m)         4472.51   (f) ADJ UNCH    2 0
 HQ0442
 HQ0442.Superseded values are not recommended for survey control.
 HQ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0442.See file dsdata.txt to determine how the superseded data were derived.
 HQ0442
 HQ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB767037(NAD 83)
 HQ0442_MARKER: DB = BENCH MARK DISK
 HQ0442_SETTING: 80 = SET IN A BOULDER
 HQ0442_SP_SET: BOULDER
 HQ0442_STAMPING: E 334 1952
 HQ0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0442+STABILITY: SURFACE MOTION
 HQ0442
 HQ0442  HISTORY     - Date     Condition        Report By
 HQ0442  HISTORY     - 1952     MONUMENTED       CGS
 HQ0442  HISTORY     - 1984     GOOD             USGS
 HQ0442
 HQ0442                          STATION DESCRIPTION
 HQ0442
 HQ0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0442'5.1 MI NE FROM TIPPIPAH SPRINGS.
 HQ0442'5.1 MILES NORTHEAST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0442'AT TIPPIPAH SPRINGS, 0.2 MILE SOUTHWEST OF A JUNCTION WITH A
 HQ0442'DIRT ROAD LEADING EAST, 222 FEET NORTHWEST OF THE CENTER LINE
 HQ0442'OF A NORTHEAST AND SOUTHWEST ROAD, ON THE SOUTHEAST SLOPE OF
 HQ0442'A ROCKY HILL, SET IN THE TOP OF A LARGE GRANITE ROCK.
 HQ0442
 HQ0442                          STATION RECOVERY (1984)
 HQ0442
 HQ0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0442'RANCH IMPROVEMENTS OF TIPPIPAH SPRINGS, 5.1 MILES NORTHEAST OF YUCCA
 HQ0442'PASS, 11.0 MILES NORTH-NORTHWEST OF, 1.65 MILES NORTH ALONG THE
 HQ0442'TIPPIPAH HWY FROM THE JCT. OF THE TIPPIPAH HWY AND PAHUTE MESA ROAD,
 HQ0442'0.2 MILE WEST OF THE HWY, 5.1 MILES NORTHEAST OF TIPPIPAH SPRINGS, ON
 HQ0442'THE SOUTH SIDE OF A HILL. A STANDARD DISK SET IN TOP OF A ROCK
 HQ0442'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0141 ***********************************************************************
 GS0141  DESIGNATION -  E 335
 GS0141  PID         -  GS0141
 GS0141  STATE/COUNTY-  NV/NYE
 GS0141  USGS QUAD   -  MINE MOUNTAIN (1986)
 GS0141
 GS0141                         *CURRENT SURVEY CONTROL
 GS0141  ___________________________________________________________________
 GS0141* NAD 83(1986)-  36 54 14.     (N)    116 10 56.     (W)     SCALED    
 GS0141* NAVD 88     -      1410.151  (meters)    4626.47   (feet)  ADJUSTED  
 GS0141  ___________________________________________________________________
 GS0141  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 GS0141  DYNAMIC HT  -        1408.559 (meters)    4621.25  (feet)  COMP
 GS0141  MODELED GRAV-     979,453.2   (mgal)                       NAVD 88
 GS0141
 GS0141  VERT ORDER  -  SECOND    CLASS 0
 GS0141
 GS0141.The horizontal coordinates were scaled from a topographic map and have
 GS0141.an estimated accuracy of +/- 6 seconds.
 GS0141
 GS0141.The orthometric height was determined by differential leveling
 GS0141.and adjusted by the National Geodetic Survey in June 1991..
 GS0141
 GS0141.The geoid height was determined by GEOID03.
 GS0141
 GS0141.The dynamic height is computed by dividing the NAVD 88
 GS0141.geopotential number by the normal gravity value computed on the
 GS0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0141.degrees latitude (g = 980.6199 gals.).
 GS0141
 GS0141.The modeled gravity was interpolated from observed gravity values.
 GS0141
 GS0141;                    North         East    Units  Estimated Accuracy
 GS0141;SPC NV C     - 6,239,070.      543,170.      MT  (+/- 180 meters Scaled)
 GS0141
 GS0141                          SUPERSEDED SURVEY CONTROL
 GS0141
 GS0141  NGVD 29 (??/??/??) 1409.181  (m)         4623.29   (f) ADJUSTED    2 0
 GS0141
 GS0141.Superseded values are not recommended for survey control.
 GS0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0141.See file dsdata.txt to determine how the superseded data were derived.
 GS0141
 GS0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA728845(NAD 83)
 GS0141_MARKER: DB = BENCH MARK DISK
 GS0141_SETTING: 80 = SET IN A BOULDER
 GS0141_SP_SET: BOULDER
 GS0141_STAMPING: E 335 1952
 GS0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0141+STABILITY: SURFACE MOTION
 GS0141
 GS0141  HISTORY     - Date     Condition        Report By
 GS0141  HISTORY     - 1952     MONUMENTED       CGS
 GS0141  HISTORY     - 1952     GOOD             NGS
 GS0141
 GS0141                          STATION DESCRIPTION
 GS0141
 GS0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0141'10.8 MI SE FROM TIPPIPAH SPRINGS.
 GS0141'10.8 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE RANCH
 GS0141'IMPROVEMENTS AT TIPPIPAH SPRINGS, 119 FEET SOUTH OF THE CENTER
 GS0141'LINE OF THE ROAD, SET IN THE TOP OF A LARGE GRANITE BOULDER
 GS0141'WITH THE LETTERS BM PAINTED ON THE NORTHWEST AND EAST SIDES.
 GS0141'NOTE-- THE MARK IS 122 FEET EAST OF THE INTERSECTION OF THE
 GS0141'CENTERLINE OF THE ROAD AND A DRAIN, 160 FEET WEST OF THE BASE OF
 GS0141'A TREE, AND 240 FEET SOUTH OF THE BASE OF ANOTHER TREE.
 GS0141
 GS0141                          STATION RECOVERY (1952)
 GS0141
 GS0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GS0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0125 ***********************************************************************
 HQ0125  DESIGNATION -  E 336
 HQ0125  PID         -  HQ0125
 HQ0125  STATE/COUNTY-  NV/NYE
 HQ0125  USGS QUAD   -  REEDS RANCH (1987)
 HQ0125
 HQ0125                         *CURRENT SURVEY CONTROL
 HQ0125  ___________________________________________________________________
 HQ0125* NAD 83(1986)-  37 58 25.     (N)    116 49 36.     (W)     SCALED    
 HQ0125* NAVD 88     -      1647.199  (meters)    5404.19   (feet)  ADJUSTED  
 HQ0125  ___________________________________________________________________
 HQ0125  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 HQ0125  DYNAMIC HT  -        1645.396 (meters)    5398.27  (feet)  COMP
 HQ0125  MODELED GRAV-     979,476.6   (mgal)                       NAVD 88
 HQ0125
 HQ0125  VERT ORDER  -  SECOND    CLASS 0
 HQ0125
 HQ0125.The horizontal coordinates were scaled from a topographic map and have
 HQ0125.an estimated accuracy of +/- 6 seconds.
 HQ0125
 HQ0125.The orthometric height was determined by differential leveling
 HQ0125.and adjusted by the National Geodetic Survey in June 1991..
 HQ0125
 HQ0125.The geoid height was determined by GEOID03.
 HQ0125
 HQ0125.The dynamic height is computed by dividing the NAVD 88
 HQ0125.geopotential number by the normal gravity value computed on the
 HQ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0125.degrees latitude (g = 980.6199 gals.).
 HQ0125
 HQ0125.The modeled gravity was interpolated from observed gravity values.
 HQ0125
 HQ0125;                    North         East    Units  Estimated Accuracy
 HQ0125;SPC NV C     - 6,357,690.      485,940.      MT  (+/- 180 meters Scaled)
 HQ0125
 HQ0125                          SUPERSEDED SURVEY CONTROL
 HQ0125
 HQ0125.No superseded survey control is available for this station.
 HQ0125
 HQ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC152029(NAD 83)
 HQ0125_MARKER: DB = BENCH MARK DISK
 HQ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0125_SP_SET: CONCRETE POST
 HQ0125_STAMPING: E 336 1952
 HQ0125_MARK LOGO: CGS   
 HQ0125_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0125+STABILITY: SURFACE MOTION
 HQ0125
 HQ0125  HISTORY     - Date     Condition        Report By
 HQ0125  HISTORY     - 1952     MONUMENTED       CGS
 HQ0125  HISTORY     - 19920623 GOOD             LOCENG
 HQ0125
 HQ0125                          STATION DESCRIPTION
 HQ0125
 HQ0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0125'25 MI SE FROM TONOPAH.
 HQ0125'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ0125'TONOPAH, THENCE 13.0 MILES SOUTHEAST ALONG AN OILED ROAD, 84
 HQ0125'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET
 HQ0125'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HQ0125'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 HQ0125
 HQ0125                          STATION RECOVERY (1992)
 HQ0125
 HQ0125'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0125'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 HQ0125'(3.3 FT) NORTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0279 ***********************************************************************
 HQ0279  DESIGNATION -  E 337
 HQ0279  PID         -  HQ0279
 HQ0279  STATE/COUNTY-  NV/NYE
 HQ0279  USGS QUAD   -  MELLAN (1988)
 HQ0279
 HQ0279                         *CURRENT SURVEY CONTROL
 HQ0279  ___________________________________________________________________
 HQ0279* NAD 83(1986)-  37 40 10.     (N)    116 32 47.     (W)     SCALED    
 HQ0279* NAVD 88     -      1693.959  (meters)    5557.60   (feet)  ADJUSTED  
 HQ0279  ___________________________________________________________________
 HQ0279  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 HQ0279  DYNAMIC HT  -        1692.042 (meters)    5551.31  (feet)  COMP
 HQ0279  MODELED GRAV-     979,438.2   (mgal)                       NAVD 88
 HQ0279
 HQ0279  VERT ORDER  -  SECOND    CLASS 0
 HQ0279
 HQ0279.The horizontal coordinates were scaled from a topographic map and have
 HQ0279.an estimated accuracy of +/- 6 seconds.
 HQ0279
 HQ0279.The orthometric height was determined by differential leveling
 HQ0279.and adjusted by the National Geodetic Survey in June 1991..
 HQ0279
 HQ0279.The geoid height was determined by GEOID03.
 HQ0279
 HQ0279.The dynamic height is computed by dividing the NAVD 88
 HQ0279.geopotential number by the normal gravity value computed on the
 HQ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0279.degrees latitude (g = 980.6199 gals.).
 HQ0279
 HQ0279.The modeled gravity was interpolated from observed gravity values.
 HQ0279
 HQ0279;                    North         East    Units  Estimated Accuracy
 HQ0279;SPC NV C     - 6,323,930.      510,610.      MT  (+/- 180 meters Scaled)
 HQ0279
 HQ0279                          SUPERSEDED SURVEY CONTROL
 HQ0279
 HQ0279.No superseded survey control is available for this station.
 HQ0279
 HQ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB400692(NAD 83)
 HQ0279_MARKER: DB = BENCH MARK DISK
 HQ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0279_SP_SET: CONCRETE POST
 HQ0279_STAMPING: E 337 1952
 HQ0279_MARK LOGO: CGS   
 HQ0279_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0279+STABILITY: SURFACE MOTION
 HQ0279
 HQ0279  HISTORY     - Date     Condition        Report By
 HQ0279  HISTORY     - 1952     MONUMENTED       CGS
 HQ0279  HISTORY     - 19920623 GOOD             LOCENG
 HQ0279
 HQ0279                          STATION DESCRIPTION
 HQ0279
 HQ0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0279'4 MI SE FROM MELLAN.
 HQ0279'4.0 MILES SOUTHEAST ALONG A DIRT ROAD FROM A LARGE GRANITE
 HQ0279'KNOLL AT MELLAN, 77 FEET NORTHEAST OF THE CENTER LINE OF THE
 HQ0279'ROAD, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0279'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 HQ0279
 HQ0279                          STATION RECOVERY (1992)
 HQ0279
 HQ0279'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0556 ***********************************************************************
 HQ0556  DESIGNATION -  E 338
 HQ0556  PID         -  HQ0556
 HQ0556  STATE/COUNTY-  NV/NYE
 HQ0556  USGS QUAD   -  RHYOLITE KNOB (1987)
 HQ0556
 HQ0556                         *CURRENT SURVEY CONTROL
 HQ0556  ___________________________________________________________________
 HQ0556* NAD 83(1986)-  37 41 16.     (N)    116 10 38.     (W)     SCALED    
 HQ0556* NAVD 88     -      1755.832  (meters)    5760.59   (feet)  ADJUSTED  
 HQ0556  ___________________________________________________________________
 HQ0556  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 HQ0556  DYNAMIC HT  -        1753.810 (meters)    5753.96  (feet)  COMP
 HQ0556  MODELED GRAV-     979,416.1   (mgal)                       NAVD 88
 HQ0556
 HQ0556  VERT ORDER  -  SECOND    CLASS 0
 HQ0556
 HQ0556.The horizontal coordinates were scaled from a topographic map and have
 HQ0556.an estimated accuracy of +/- 6 seconds.
 HQ0556
 HQ0556.The orthometric height was determined by differential leveling
 HQ0556.and adjusted by the National Geodetic Survey in June 1991..
 HQ0556
 HQ0556.The geoid height was determined by GEOID03.
 HQ0556
 HQ0556.The dynamic height is computed by dividing the NAVD 88
 HQ0556.geopotential number by the normal gravity value computed on the
 HQ0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0556.degrees latitude (g = 980.6199 gals.).
 HQ0556
 HQ0556.The modeled gravity was interpolated from observed gravity values.
 HQ0556
 HQ0556;                    North         East    Units  Estimated Accuracy
 HQ0556;SPC NV C     - 6,326,070.      543,170.      MT  (+/- 180 meters Scaled)
 HQ0556
 HQ0556                          SUPERSEDED SURVEY CONTROL
 HQ0556
 HQ0556  NGVD 29 (??/??/92) 1754.70   (m)         5756.9    (f) COMPUTED    2 0
 HQ0556
 HQ0556.Superseded values are not recommended for survey control.
 HQ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0556.See file dsdata.txt to determine how the superseded data were derived.
 HQ0556
 HQ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB725714(NAD 83)
 HQ0556_MARKER: DB = BENCH MARK DISK
 HQ0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0556_STAMPING: E 338 1952
 HQ0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0556+STABILITY: SURFACE MOTION
 HQ0556
 HQ0556  HISTORY     - Date     Condition        Report By
 HQ0556  HISTORY     - 1952     MONUMENTED       CGS
 HQ0556
 HQ0556                          STATION DESCRIPTION
 HQ0556
 HQ0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0556'5.4 MI SW FROM REED.
 HQ0556'5.4 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0556'AT REED, 40 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 HQ0556'3.6 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0556'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1234 ***********************************************************************
 KR1234  DESIGNATION -  E 339
 KR1234  PID         -  KR1234
 KR1234  STATE/COUNTY-  NV/WASHOE
 KR1234  USGS QUAD   -  PATRICK (1980)
 KR1234
 KR1234                         *CURRENT SURVEY CONTROL
 KR1234  ___________________________________________________________________
 KR1234* NAD 83(1986)-  39 32 00.     (N)    119 36 13.     (W)     SCALED    
 KR1234* NAVD 88     -      1321.916  (meters)    4336.99   (feet)  ADJUSTED  
 KR1234  ___________________________________________________________________
 KR1234  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KR1234  DYNAMIC HT  -        1320.727 (meters)    4333.09  (feet)  COMP
 KR1234  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 KR1234
 KR1234  VERT ORDER  -  FIRST     CLASS I
 KR1234
 KR1234.The horizontal coordinates were scaled from a topographic map and have
 KR1234.an estimated accuracy of +/- 6 seconds.
 KR1234
 KR1234.The orthometric height was determined by differential leveling
 KR1234.and adjusted by the National Geodetic Survey in June 1991..
 KR1234
 KR1234.The geoid height was determined by GEOID03.
 KR1234
 KR1234.The dynamic height is computed by dividing the NAVD 88
 KR1234.geopotential number by the normal gravity value computed on the
 KR1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1234.degrees latitude (g = 980.6199 gals.).
 KR1234
 KR1234.The modeled gravity was interpolated from observed gravity values.
 KR1234
 KR1234;                    North         East    Units  Estimated Accuracy
 KR1234;SPC NV W     - 4,531,300.      712,290.      MT  (+/- 180 meters Scaled)
 KR1234
 KR1234                          SUPERSEDED SURVEY CONTROL
 KR1234
 KR1234  NGVD 29 (??/??/92) 1320.865  (m)         4333.54   (f) ADJ UNCH    1 1
 KR1234
 KR1234.Superseded values are not recommended for survey control.
 KR1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1234.See file dsdata.txt to determine how the superseded data were derived.
 KR1234
 KR1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD762792(NAD 83)
 KR1234_MARKER: DB = BENCH MARK DISK
 KR1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1234_STAMPING: E 339 1953
 KR1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1234+STABILITY: SURFACE MOTION
 KR1234
 KR1234  HISTORY     - Date     Condition        Report By
 KR1234  HISTORY     - 1953     MONUMENTED       CGS
 KR1234  HISTORY     - 1969     GOOD             NGS
 KR1234
 KR1234                          STATION DESCRIPTION
 KR1234
 KR1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1234'8.25 MI E FROM SPARKS.
 KR1234'8.25 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1234'MCCARRAN BOULEVARD OVERPASS AT SPARKS, 3 POLES NORTHEAST OF MILEPOLE
 KR1234'255 AND A CONCRETE CULVERT, AT THE NORTHEAST END OF A LONG HIGH FILL
 KR1234'AND THE SOUTHWEST END OF A SMALL CUT, 41.7 FEET NORTHWEST OF THE
 KR1234'NORTHWEST RAIL, 20 FEET NORTHEAST OF THE THIRD POLE NORTHEAST OF THE
 KR1234'MILEPOLE AND IN LINE WITH THE POLES, 1.0 FOOT SOUTHWEST OF A WITNESS
 KR1234'POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 KR1234'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  SEC 11, T 19N, R
 KR1234'21E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0007 ***********************************************************************
 JQ0007  DESIGNATION -  E 34
 JQ0007  PID         -  JQ0007
 JQ0007  STATE/COUNTY-  NV/NYE
 JQ0007  USGS QUAD   -  LUNAR CRATER (1967)
 JQ0007
 JQ0007                         *CURRENT SURVEY CONTROL
 JQ0007  ___________________________________________________________________
 JQ0007* NAD 83(1986)-  38 27 59.     (N)    116 02 57.     (W)     SCALED    
 JQ0007* NAVD 88     -      1763.687  (meters)    5786.36   (feet)  POSTED    
 JQ0007  ___________________________________________________________________
 JQ0007  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 JQ0007  DYNAMIC HT  -        1761.760 (meters)    5780.04  (feet)  COMP
 JQ0007  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 JQ0007
 JQ0007  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JQ0007
 JQ0007.The horizontal coordinates were scaled from a topographic map and have
 JQ0007.an estimated accuracy of +/- 6 seconds.
 JQ0007
 JQ0007.The orthometric height was determined by differential leveling
 JQ0007.and adjusted by the National Geodetic Survey in 1992..
 JQ0007.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JQ0007.rate of 1.1 thru 2.0 mm/km.
 JQ0007
 JQ0007.The geoid height was determined by GEOID03.
 JQ0007
 JQ0007.The dynamic height is computed by dividing the NAVD 88
 JQ0007.geopotential number by the normal gravity value computed on the
 JQ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0007.degrees latitude (g = 980.6199 gals.).
 JQ0007
 JQ0007.The modeled gravity was interpolated from observed gravity values.
 JQ0007
 JQ0007;                    North         East    Units  Estimated Accuracy
 JQ0007;SPC NV C     - 6,412,550.      553,890.      MT  (+/- 180 meters Scaled)
 JQ0007
 JQ0007                          SUPERSEDED SURVEY CONTROL
 JQ0007
 JQ0007  NGVD 29 (??/??/92) 1762.527  (m)         5782.56   (f) ADJ UNCH    1 2
 JQ0007
 JQ0007.Superseded values are not recommended for survey control.
 JQ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0007.See file dsdata.txt to determine how the superseded data were derived.
 JQ0007
 JQ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC829579(NAD 83)
 JQ0007_MARKER: DB = BENCH MARK DISK
 JQ0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0007_STAMPING: 5782.557 E 34 1933
 JQ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0007+STABILITY: SURFACE MOTION
 JQ0007
 JQ0007  HISTORY     - Date     Condition        Report By
 JQ0007  HISTORY     - 1933     MONUMENTED       CGS
 JQ0007  HISTORY     - 1934     GOOD             NGS
 JQ0007
 JQ0007                          STATION DESCRIPTION
 JQ0007
 JQ0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0007'16.9 MI SW FROM LOCKES RANCH.
 JQ0007'16.9 MILES SOUTHWEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JQ0007'LOCKES RANCH, NYE COUNTY, AND ABOUT 50 FEET NORTH OF THE CENTERLINE OF
 JQ0007'THE HIGHWAY.  A STANDARD DISK, STAMPED 5782.557 E 34 1933 AND SET IN
 JQ0007'THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 JQ0007
 JQ0007                          STATION RECOVERY (1934)
 JQ0007
 JQ0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JQ0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0575 ***********************************************************************
 KR0575  DESIGNATION -  E 340
 KR0575  PID         -  KR0575
 KR0575  STATE/COUNTY-  NV/LYON
 KR0575  USGS QUAD   -  FERNLEY EAST (1985)
 KR0575
 KR0575                         *CURRENT SURVEY CONTROL
 KR0575  ___________________________________________________________________
 KR0575* NAD 83(1986)-  39 35 45.     (N)    119 08 37.     (W)     SCALED    
 KR0575* NAVD 88     -      1242.785  (meters)    4077.37   (feet)  ADJUSTED  
 KR0575  ___________________________________________________________________
 KR0575  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 KR0575  DYNAMIC HT  -        1241.715 (meters)    4073.86  (feet)  COMP
 KR0575  MODELED GRAV-     979,722.6   (mgal)                       NAVD 88
 KR0575
 KR0575  VERT ORDER  -  FIRST     CLASS II
 KR0575
 KR0575.The horizontal coordinates were scaled from a topographic map and have
 KR0575.an estimated accuracy of +/- 6 seconds.
 KR0575
 KR0575.The orthometric height was determined by differential leveling
 KR0575.and adjusted by the National Geodetic Survey in June 1991..
 KR0575
 KR0575.The geoid height was determined by GEOID03.
 KR0575
 KR0575.The dynamic height is computed by dividing the NAVD 88
 KR0575.geopotential number by the normal gravity value computed on the
 KR0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0575.degrees latitude (g = 980.6199 gals.).
 KR0575
 KR0575.The modeled gravity was interpolated from observed gravity values.
 KR0575
 KR0575;                    North         East    Units  Estimated Accuracy
 KR0575;SPC NV W     - 4,537,890.      751,880.      MT  (+/- 180 meters Scaled)
 KR0575
 KR0575                          SUPERSEDED SURVEY CONTROL
 KR0575
 KR0575  NGVD 29 (??/??/92) 1241.828  (m)         4074.23   (f) ADJ UNCH    1 2
 KR0575
 KR0575.Superseded values are not recommended for survey control.
 KR0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0575.See file dsdata.txt to determine how the superseded data were derived.
 KR0575
 KR0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD159850(NAD 83)
 KR0575_MARKER: DB = BENCH MARK DISK
 KR0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0575_SP_SET: ABUTMENT
 KR0575_STAMPING: E 340 1953
 KR0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0575
 KR0575  HISTORY     - Date     Condition        Report By
 KR0575  HISTORY     - 1953     MONUMENTED       CGS
 KR0575  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0575
 KR0575                          STATION DESCRIPTION
 KR0575
 KR0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0575'5.9 MI E FROM FERNLEY.
 KR0575'5.9 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0575'STATION AT FERNLEY, AT WOODEN BRIDGE 281.97, IN THE TOP OF THE SOUTH
 KR0575'END OF THE EAST CONCRETE ABUTMENT, 7.3 FEET SOUTH OF THE SOUTH RAIL,
 KR0575'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 KR0575
 KR0575                          STATION RECOVERY (1986)
 KR0575
 KR0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0575'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0432 ***********************************************************************
 KR0432  DESIGNATION -  E 341
 KR0432  PID         -  KR0432
 KR0432  STATE/COUNTY-  NV/CHURCHILL
 KR0432  USGS QUAD   -  PARRAN (1986)
 KR0432
 KR0432                         *CURRENT SURVEY CONTROL
 KR0432  ___________________________________________________________________
 KR0432* NAD 83(1986)-  39 46 36.     (N)    118 46 18.     (W)     SCALED    
 KR0432* NAVD 88     -      1184.54   (+/-2cm)    3886.3    (feet)  VERTCON   
 KR0432  ___________________________________________________________________
 KR0432  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 KR0432
 KR0432  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0432
 KR0432.The horizontal coordinates were scaled from a topographic map and have
 KR0432.an estimated accuracy of +/- 6 seconds.
 KR0432
 KR0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0432.The vertical order pertains to the NGVD 29 superseded value.
 KR0432
 KR0432.The geoid height was determined by GEOID03.
 KR0432
 KR0432;                    North         East    Units  Estimated Accuracy
 KR0432;SPC NV W     - 4,557,840.      783,870.      MT  (+/- 180 meters Scaled)
 KR0432
 KR0432                          SUPERSEDED SURVEY CONTROL
 KR0432
 KR0432  NGVD 29 (??/??/92) 1183.621  (m)         3883.26   (f) ADJ UNCH    1 2
 KR0432
 KR0432.Superseded values are not recommended for survey control.
 KR0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0432.See file dsdata.txt to determine how the superseded data were derived.
 KR0432
 KR0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE482044(NAD 83)
 KR0432_MARKER: DB = BENCH MARK DISK
 KR0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0432_STAMPING: E 341 1953
 KR0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0432+STABILITY: SURFACE MOTION
 KR0432
 KR0432  HISTORY     - Date     Condition        Report By
 KR0432  HISTORY     - 1953     MONUMENTED       CGS
 KR0432
 KR0432                          STATION DESCRIPTION
 KR0432
 KR0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0432'1.9 MI S FROM PARRAN.
 KR0432'1.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0432'WATER TANK AT PARRAN, 126 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM
 KR0432'MILEPOLE 310, 53.2 FEET EAST OF THE EAST RAIL, 42.7 FEET EAST OF A
 KR0432'PARRAN ONE MILE SIGN, 39 FEET NORTH OF A TELEPHONE POLE, 2.1 FEET
 KR0432'SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN
 KR0432'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0133 ***********************************************************************
 LS0133  DESIGNATION -  E 342
 LS0133  PID         -  LS0133
 LS0133  STATE/COUNTY-  NV/PERSHING
 LS0133  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0133
 LS0133                         *CURRENT SURVEY CONTROL
 LS0133  ___________________________________________________________________
 LS0133* NAD 83(1986)-  40 23 59.     (N)    118 17 59.     (W)     SCALED    
 LS0133* NAVD 88     -      1296.372  (meters)    4253.18   (feet)  ADJUSTED  
 LS0133  ___________________________________________________________________
 LS0133  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 LS0133  DYNAMIC HT  -        1295.320 (meters)    4249.73  (feet)  COMP
 LS0133  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 LS0133
 LS0133  VERT ORDER  -  FIRST     CLASS II
 LS0133
 LS0133.The horizontal coordinates were scaled from a topographic map and have
 LS0133.an estimated accuracy of +/- 6 seconds.
 LS0133
 LS0133.The orthometric height was determined by differential leveling
 LS0133.and adjusted by the National Geodetic Survey in June 1991..
 LS0133
 LS0133.The geoid height was determined by GEOID03.
 LS0133
 LS0133.The dynamic height is computed by dividing the NAVD 88
 LS0133.geopotential number by the normal gravity value computed on the
 LS0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0133.degrees latitude (g = 980.6199 gals.).
 LS0133
 LS0133.The modeled gravity was interpolated from observed gravity values.
 LS0133
 LS0133;                    North         East    Units  Estimated Accuracy
 LS0133;SPC NV W     - 4,627,030.      824,070.      MT  (+/- 180 meters Scaled)
 LS0133
 LS0133                          SUPERSEDED SURVEY CONTROL
 LS0133
 LS0133  NGVD 29 (??/??/92) 1295.364  (m)         4249.87   (f) ADJ UNCH    1 2
 LS0133
 LS0133.Superseded values are not recommended for survey control.
 LS0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0133.See file dsdata.txt to determine how the superseded data were derived.
 LS0133
 LS0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE897729(NAD 83)
 LS0133_MARKER: DB = BENCH MARK DISK
 LS0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0133_SP_SET: CONCRETE POST
 LS0133_STAMPING: E 342 1953
 LS0133_MARK LOGO: CGS   
 LS0133_PROJECTION: PROJECTING 10 CENTIMETERS
 LS0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0133+STABILITY: SURFACE MOTION
 LS0133
 LS0133  HISTORY     - Date     Condition        Report By
 LS0133  HISTORY     - 1953     MONUMENTED       CGS
 LS0133  HISTORY     - 1957     GOOD             NGS
 LS0133  HISTORY     - 1986     GOOD             NGS
 LS0133
 LS0133                          STATION DESCRIPTION
 LS0133
 LS0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0133'3.3 MI S FROM RYE PATCH.
 LS0133'3.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0133'SIDING SIGN AT RYE PATCH, 4.6 MILES NORTH OF OREANA, 267 FEET
 LS0133'SOUTHEAST OF AND ACROSS THE TRACK FROM THE 11TH. POLE SOUTH OF
 LS0133'MILEPOLE 363, 353.1 FEET NORTHWEST OF THE NORTH END OF THE WEST
 LS0133'CONCRETE HEAD WALL OF A CULVERT UNDER U. S. HIGHWAY 40, 180.6 FEET
 LS0133'EAST OF THE EAST RAIL, 128 1/2 FEET EAST OF A POWER LINE POLE, 2.8
 LS0133'FEET WEST OF A FENCE, 2.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 LS0133'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 LS0133'FOOT ABOVE THE GROUND.
 LS0133
 LS0133                          STATION RECOVERY (1957)
 LS0133
 LS0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0133'RECOVERED IN GOOD CONDITION.
 LS0133
 LS0133                          STATION RECOVERY (1986)
 LS0133
 LS0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0133'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.5 KM (4.7
 LS0133'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 119) IN
 LS0133'OREANA, 0.72 KM (0.45 MI) SOUTH OF MILEPOST 125, 42.7 METERS (140 FT)
 LS0133'WEST OF THE WESTBOUND LANES, 55.0 METERS (180.5 FT) EAST OF THE EAST
 LS0133'RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 1.2 METERS (4.0 FT)
 LS0133'WEST OF A FENCE.
 LS0133'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LS0133'THE MARK IS 0.6 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0027 ***********************************************************************
 LS0027  DESIGNATION -  E 343
 LS0027  PID         -  LS0027
 LS0027  STATE/COUNTY-  NV/PERSHING
 LS0027  USGS QUAD   -  MILL CITY (1987)
 LS0027
 LS0027                         *CURRENT SURVEY CONTROL
 LS0027  ___________________________________________________________________
 LS0027* NAD 83(1986)-  40 41 22.     (N)    118 03 49.     (W)     SCALED    
 LS0027* NAVD 88     -      1291.631  (meters)    4237.63   (feet)  ADJUSTED  
 LS0027  ___________________________________________________________________
 LS0027  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 LS0027  DYNAMIC HT  -        1290.637 (meters)    4234.36  (feet)  COMP
 LS0027  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 LS0027
 LS0027  VERT ORDER  -  FIRST     CLASS II
 LS0027
 LS0027.The horizontal coordinates were scaled from a topographic map and have
 LS0027.an estimated accuracy of +/- 6 seconds.
 LS0027
 LS0027.The orthometric height was determined by differential leveling
 LS0027.and adjusted by the National Geodetic Survey in June 1991..
 LS0027.WARNING-Repeat measurements at this control monument indicate possible
 LS0027.vertical movement.
 LS0027
 LS0027.The geoid height was determined by GEOID03.
 LS0027
 LS0027.The dynamic height is computed by dividing the NAVD 88
 LS0027.geopotential number by the normal gravity value computed on the
 LS0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0027.degrees latitude (g = 980.6199 gals.).
 LS0027
 LS0027.The modeled gravity was interpolated from observed gravity values.
 LS0027
 LS0027;                    North         East    Units  Estimated Accuracy
 LS0027;SPC NV W     - 4,659,290.      843,930.      MT  (+/- 180 meters Scaled)
 LS0027
 LS0027                          SUPERSEDED SURVEY CONTROL
 LS0027
 LS0027  NGVD 29 (??/??/92) 1290.644  (m)         4234.39   (f) ADJ UNCH    1 2
 LS0027
 LS0027.Superseded values are not recommended for survey control.
 LS0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0027.See file dsdata.txt to determine how the superseded data were derived.
 LS0027
 LS0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF101048(NAD 83)
 LS0027_MARKER: DB = BENCH MARK DISK
 LS0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0027_SP_SET: CONCRETE POST
 LS0027_STAMPING: E 343 1953
 LS0027_MARK LOGO: CGS   
 LS0027_PROJECTION: PROJECTING 10 CENTIMETERS
 LS0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0027+STABILITY: SURFACE MOTION
 LS0027
 LS0027  HISTORY     - Date     Condition        Report By
 LS0027  HISTORY     - 1953     MONUMENTED       CGS
 LS0027  HISTORY     - 1968     GOOD             NGS
 LS0027  HISTORY     - 1986     GOOD             NGS
 LS0027
 LS0027                          STATION DESCRIPTION
 LS0027
 LS0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0027'0.4 MI NE FROM MILL CITY.
 LS0027'0.4 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LS0027'THE STATION AT MILL CITY, AT THE CROSSING OF A DIRT ROAD, 131.9 FEET
 LS0027'NORTHWEST OF A FENCE CORNER, 122 FEET SOUTHEAST OF AND ACROSS THE
 LS0027'TRACK FROM THE ELEVENTH POLE NORTHEAST OF MILEPOLE 389, 51.7 FEET
 LS0027'SOUTHEAST OF THE SOUTHEAST RAIL, 47 FEET NORTHEAST OF THE CENTER LINE
 LS0027'OF THE ROAD, 30 1/2 FEET NORTHEAST OF A POWER LINE POLE, IN LINE WITH
 LS0027'A ROW OF POLES, 2.3 FEET SOUTHWEST OF A FENCE, 2.0 FEET WEST OF A
 LS0027'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF
 LS0027'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LS0027
 LS0027                          STATION RECOVERY (1968)
 LS0027
 LS0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LS0027'RECOVERED IN GOOD CONDITION.
 LS0027
 LS0027                          STATION RECOVERY (1986)
 LS0027
 LS0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0027'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.35 KM (0.22
 LS0027'MI) NORTHWEST ALONG THE ROAD LEADING TO TUNGSTEN FROM THE FREEWAY
 LS0027'OVERPASS IN MILL CITY, THENCE 1.12 KM (0.70 MI) NORTHEAST ALONG A DIRT
 LS0027'ROAD ON THE SOUTHEAST SIDE OF THE SOUTHERN PACIFIC COMPANY RAILROAD,
 LS0027'IN THE EAST CORNER OF THE T-JUNCTION OF A TRACK ROAD, 8.8 METERS (29.0
 LS0027'FT) SOUTHEAST OF THE CENTER OF THE DIRT ROAD, 17.7 METERS (58.0 FT)
 LS0027'NORTHEAST OF THE CENTER OF THE TRACK ROAD, 15.7 METERS (51.5 FT)
 LS0027'SOUTHEAST OF THE SOUTHEAST RAIL, 9.4 METERS (31.0 FT) NORTHEAST OF A
 LS0027'TELEPHONE POLE.
 LS0027'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LS0027'THE MARK IS ABOVE LEVEL WITH THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0526 ***********************************************************************
 LR0526  DESIGNATION -  E 344
 LR0526  PID         -  LR0526
 LR0526  STATE/COUNTY-  NV/HUMBOLDT
 LR0526  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0526
 LR0526                         *CURRENT SURVEY CONTROL
 LR0526  ___________________________________________________________________
 LR0526* NAD 83(1986)-  40 54 13.     (N)    117 48 08.     (W)     SCALED    
 LR0526* NAVD 88     -      1311.295  (meters)    4302.14   (feet)  POSTED    
 LR0526  ___________________________________________________________________
 LR0526  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 LR0526  DYNAMIC HT  -        1310.290 (meters)    4298.84  (feet)  COMP
 LR0526  MODELED GRAV-     979,811.4   (mgal)                       NAVD 88
 LR0526
 LR0526  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LR0526
 LR0526.This mark is at Winnemucca Airport (WMC)
 LR0526
 LR0526.The horizontal coordinates were scaled from a topographic map and have
 LR0526.an estimated accuracy of +/- 6 seconds.
 LR0526
 LR0526.The orthometric height was determined by differential leveling
 LR0526.and adjusted by the National Geodetic Survey in 1992..
 LR0526.No vertical observational check was made to the station.
 LR0526.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LR0526.was located on a no-check spur therefore a value was not computed.
 LR0526
 LR0526.The geoid height was determined by GEOID03.
 LR0526
 LR0526.The dynamic height is computed by dividing the NAVD 88
 LR0526.geopotential number by the normal gravity value computed on the
 LR0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0526.degrees latitude (g = 980.6199 gals.).
 LR0526
 LR0526.The modeled gravity was interpolated from observed gravity values.
 LR0526
 LR0526;                    North         East    Units  Estimated Accuracy
 LR0526;SPC NV W     - 4,683,240.      865,810.      MT  (+/- 180 meters Scaled)
 LR0526
 LR0526                          SUPERSEDED SURVEY CONTROL
 LR0526
 LR0526  NGVD 29 (??/??/92) 1310.254  (m)         4298.73   (f) ADJ UNCH    1 2
 LR0526
 LR0526.Superseded values are not recommended for survey control.
 LR0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0526.See file dsdata.txt to determine how the superseded data were derived.
 LR0526
 LR0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF324283(NAD 83)
 LR0526_MARKER: DB = BENCH MARK DISK
 LR0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0526_STAMPING: E 344 1953
 LR0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0526+STABILITY: SURFACE MOTION
 LR0526
 LR0526  HISTORY     - Date     Condition        Report By
 LR0526  HISTORY     - 1953     MONUMENTED       CGS
 LR0526
 LR0526                          STATION DESCRIPTION
 LR0526
 LR0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0526'5.6 MI E FROM ROSE CREEK.
 LR0526'4.7 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0526'THE SIDING SIGN AT ROSE CREEK, THENCE 0.9 MILE SOUTHEAST ALONG A
 LR0526'GRAVELED ROAD, AT WINNEMUCCA AIRPORT, IN THE SOUTHEAST CORNER OF THE
 LR0526'LAWN OF THE ADMINISTRATION BUILDING AND WEATHER OFFICE, 48.1 FEET
 LR0526'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING, 41.7 FEET SOUTHWEST
 LR0526'OF THE SOUTHEAST CORNER OF THE BUILDING, 21.5 FEET SOUTH OF A STEEL
 LR0526'FLAGPOLE, 0.8 FOOT WEST OF A CONCRETE WALK, AND SET IN THE TOP OF A
 LR0526'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0280 ***********************************************************************
 LR0280  DESIGNATION -  E 345
 LR0280  PID         -  LR0280
 LR0280  STATE/COUNTY-  NV/HUMBOLDT
 LR0280  USGS QUAD   -  GOLCONDA (1981)
 LR0280
 LR0280                         *CURRENT SURVEY CONTROL
 LR0280  ___________________________________________________________________
 LR0280* NAD 83(1986)-  40 57 44.     (N)    117 25 26.     (W)     SCALED    
 LR0280* NAVD 88     -      1328.965  (meters)    4360.11   (feet)  ADJUSTED  
 LR0280  ___________________________________________________________________
 LR0280  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 LR0280  DYNAMIC HT  -        1327.980 (meters)    4356.88  (feet)  COMP
 LR0280  MODELED GRAV-     979,836.5   (mgal)                       NAVD 88
 LR0280
 LR0280  VERT ORDER  -  FIRST     CLASS II
 LR0280
 LR0280.The horizontal coordinates were scaled from a topographic map and have
 LR0280.an estimated accuracy of +/- 6 seconds.
 LR0280
 LR0280.The orthometric height was determined by differential leveling
 LR0280.and adjusted by the National Geodetic Survey in June 1991..
 LR0280
 LR0280.The geoid height was determined by GEOID03.
 LR0280
 LR0280.The dynamic height is computed by dividing the NAVD 88
 LR0280.geopotential number by the normal gravity value computed on the
 LR0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0280.degrees latitude (g = 980.6199 gals.).
 LR0280
 LR0280.The modeled gravity was interpolated from observed gravity values.
 LR0280
 LR0280;                    North         East    Units  Estimated Accuracy
 LR0280;SPC NV W     - 4,690,100.      897,600.      MT  (+/- 180 meters Scaled)
 LR0280
 LR0280                          SUPERSEDED SURVEY CONTROL
 LR0280
 LR0280  NGVD 29 (??/??/92) 1327.96   (m)         4356.8    (f) COMPUTED    1 2
 LR0280
 LR0280.Superseded values are not recommended for survey control.
 LR0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0280.See file dsdata.txt to determine how the superseded data were derived.
 LR0280
 LR0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF643346(NAD 83)
 LR0280_MARKER: DB = BENCH MARK DISK
 LR0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0280_SP_SET: ABUTMENT
 LR0280_STAMPING: E 345 1953
 LR0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0280
 LR0280  HISTORY     - Date     Condition        Report By
 LR0280  HISTORY     - 1953     MONUMENTED       CGS
 LR0280
 LR0280                          STATION DESCRIPTION
 LR0280
 LR0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0280'3.5 MI E FROM GOLCONDA.
 LR0280'3.5 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0280'STATION AT GOLCONDA, AT WOODEN BRIDGE 437.48, IN THE TOP OF THE SOUTH
 LR0280'END OF THE EAST CONCRETE ABUTMENT, 7.3 FEET SOUTH OF THE SOUTH RAIL,
 LR0280'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0313 ***********************************************************************
 LR0313  DESIGNATION -  E 346
 LR0313  PID         -  LR0313
 LR0313  STATE/COUNTY-  NV/HUMBOLDT
 LR0313  USGS QUAD   -  SNOW GULCH (1984)
 LR0313
 LR0313                         *CURRENT SURVEY CONTROL
 LR0313  ___________________________________________________________________
 LR0313* NAD 83(1986)-  40 44 51.     (N)    117 04 03.     (W)     SCALED    
 LR0313* NAVD 88     -      1375.453  (meters)    4512.63   (feet)  ADJUSTED  
 LR0313  ___________________________________________________________________
 LR0313  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 LR0313  DYNAMIC HT  -        1374.377 (meters)    4509.10  (feet)  COMP
 LR0313  MODELED GRAV-     979,794.3   (mgal)                       NAVD 88
 LR0313
 LR0313  VERT ORDER  -  FIRST     CLASS II
 LR0313
 LR0313.The horizontal coordinates were scaled from a topographic map and have
 LR0313.an estimated accuracy of +/- 6 seconds.
 LR0313
 LR0313.The orthometric height was determined by differential leveling
 LR0313.and adjusted by the National Geodetic Survey in June 1991..
 LR0313.WARNING-Repeat measurements at this control monument indicate possible
 LR0313.vertical movement.
 LR0313
 LR0313.The geoid height was determined by GEOID03.
 LR0313
 LR0313.The dynamic height is computed by dividing the NAVD 88
 LR0313.geopotential number by the normal gravity value computed on the
 LR0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0313.degrees latitude (g = 980.6199 gals.).
 LR0313
 LR0313.The modeled gravity was interpolated from observed gravity values.
 LR0313
 LR0313;                    North         East    Units  Estimated Accuracy
 LR0313;SPC NV W     - 4,666,710.      928,010.      MT  (+/- 180 meters Scaled)
 LR0313
 LR0313                          SUPERSEDED SURVEY CONTROL
 LR0313
 LR0313.No superseded survey control is available for this station.
 LR0313
 LR0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF943107(NAD 83)
 LR0313_MARKER: DB = BENCH MARK DISK
 LR0313_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LR0313_STAMPING: E 346 1953
 LR0313_MARK LOGO: CGS   
 LR0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0313+STABILITY: SURFACE MOTION
 LR0313
 LR0313  HISTORY     - Date     Condition        Report By
 LR0313  HISTORY     - 1953     MONUMENTED       CGS
 LR0313  HISTORY     - 1964     MARK NOT FOUND   USGS
 LR0313  HISTORY     - 1982     MARK NOT FOUND   USGS
 LR0313  HISTORY     - 19821220 MARK NOT FOUND   USGS
 LR0313  HISTORY     - 1984     GOOD             NGS
 LR0313
 LR0313                          STATION DESCRIPTION
 LR0313
 LR0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0313'4.5 MI SE FROM VALMY.
 LR0313'4.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0313'THE WATER TANK AT VALMY, 0.2 MILE (6-3/4 POLES) NORTHWEST OF MILEPOLE
 LR0313'466, AT WOODEN BRIDGE 465.85, IN THE TOP OF THE SOUTHWEST END OF THE
 LR0313'NORTHWEST CONCRETE ABUTMENT, 6.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 LR0313'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
 LR0313
 LR0313                          STATION RECOVERY (1964)
 LR0313
 LR0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LR0313'MARK NOT FOUND.
 LR0313
 LR0313                          STATION RECOVERY (1982)
 LR0313
 LR0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LR0313'MARK NOT FOUND.
 LR0313
 LR0313                          STATION RECOVERY (1982)
 LR0313
 LR0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (JEB)
 LR0313'MARK NOT FOUND.
 LR0313
 LR0313                          STATION RECOVERY (1984)
 LR0313
 LR0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0313'RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE EXCEPT
 LR0313'ADD ALSO--16.2 KM (10.0 MI) NORTHWEST OF THE STATION AT BATTLE
 LR0313'MOUNTAIN AND MARK IS NOW RECESSED 1 FOOT BELOW RAILROAD GRAVEL.
 LR0313'THE MARK IS 0.6 M BELOW THE MAIN TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0221 ***********************************************************************
 MT0221  DESIGNATION -  E 347
 MT0221  PID         -  MT0221
 MT0221  STATE/COUNTY-  NV/ELKO
 MT0221  USGS QUAD   -  PEQUOP (1980)
 MT0221
 MT0221                         *CURRENT SURVEY CONTROL
 MT0221  ___________________________________________________________________
 MT0221* NAD 83(1986)-  41 12 16.     (N)    114 36 08.     (W)     SCALED    
 MT0221* NAVD 88     -      1865.375  (meters)    6119.98   (feet)  ADJUSTED  
 MT0221  ___________________________________________________________________
 MT0221  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 MT0221  DYNAMIC HT  -        1863.803 (meters)    6114.83  (feet)  COMP
 MT0221  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 MT0221
 MT0221  VERT ORDER  -  FIRST     CLASS II
 MT0221
 MT0221.The horizontal coordinates were scaled from a topographic map and have
 MT0221.an estimated accuracy of +/- 6 seconds.
 MT0221
 MT0221.The orthometric height was determined by differential leveling
 MT0221.and adjusted by the National Geodetic Survey in June 1991..
 MT0221
 MT0221.The geoid height was determined by GEOID03.
 MT0221
 MT0221.The dynamic height is computed by dividing the NAVD 88
 MT0221.geopotential number by the normal gravity value computed on the
 MT0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0221.degrees latitude (g = 980.6199 gals.).
 MT0221
 MT0221.The modeled gravity was interpolated from observed gravity values.
 MT0221
 MT0221;                    North         East    Units  Estimated Accuracy
 MT0221;SPC NV E     - 8,716,810.      282,280.      MT  (+/- 180 meters Scaled)
 MT0221
 MT0221                          SUPERSEDED SURVEY CONTROL
 MT0221
 MT0221  NGVD 29 (??/??/92) 1864.202  (m)         6116.14   (f) ADJ UNCH    1 2
 MT0221
 MT0221.Superseded values are not recommended for survey control.
 MT0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0221.See file dsdata.txt to determine how the superseded data were derived.
 MT0221
 MT0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF010642(NAD 83)
 MT0221_MARKER: DB = BENCH MARK DISK
 MT0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0221_STAMPING: E 347 1953
 MT0221_MARK LOGO: CGS   
 MT0221_PROJECTION: PROJECTING 3 CENTIMETERS
 MT0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0221+STABILITY: SURFACE MOTION
 MT0221
 MT0221  HISTORY     - Date     Condition        Report By
 MT0221  HISTORY     - 1953     MONUMENTED       CGS
 MT0221  HISTORY     - 1984     GOOD             NGS
 MT0221
 MT0221                          STATION DESCRIPTION
 MT0221
 MT0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0221'3.2 MI E FROM FENELON.
 MT0221'3.2 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 MT0221'STATION AT FENELON, 190 FEET (SLOPE MEASUREMENT) SOUTH OF AND ACROSS
 MT0221'THE TRACK FROM MILEPOLE 631, ABOUT 4 RAILS SOUTHWEST OF THE NORTHEAST
 MT0221'END OF A FILL, 96.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL (SLOPE
 MT0221'MEASUREMENT) 29 FEET SOUTHEAST OF A TELEPHONE POLE WITH A GUY WIRE,
 MT0221'1.7 FEET NORTHWEST OF A FENCE, 2.0 FEET SOUTHWEST OF A WITNESS POST,
 MT0221'ABOUT 23 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 MT0221'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MT0221
 MT0221                          STATION RECOVERY (1984)
 MT0221
 MT0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0221'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.45 KM
 MT0221'(8.45 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE OVER US
 MT0221'HIGHWAY 93 AT WELLS, THENCE 0.15 KM (0.1 MI) NORTH ALONG MOOR SUMMIT
 MT0221'ROAD, THENCE 22.75 KM (14.2 MI) NORTHEAST ALONG MOOR-COBRE ROAD,
 MT0221'THENCE 0.15 KM (0.1 MI) NORTHWEST ACROSS COUNTRY, 29.5 METERS (97 FT)
 MT0221'SOUTHEAST OF THE SOUTHEAST RAIL, 57.9 METERS (190 FT) SOUTH ACROSS THE
 MT0221'SOUTHERN PACIFIC RAILROAD FROM MILEPOLE 631, 8.8 METERS (29 FT)
 MT0221'SOUTHEAST OF THE FIRST POLE SOUTHWEST OF THE NORTHEAST END OF A FILL
 MT0221'AND 0.5 METER (1.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 MT0221'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 MT0221'THE MARK IS 4.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0125 ***********************************************************************
 MT0125  DESIGNATION -  E 348
 MT0125  PID         -  MT0125
 MT0125  STATE/COUNTY-  NV/ELKO
 MT0125  USGS QUAD   -  MONTELLO (1967)
 MT0125
 MT0125                         *CURRENT SURVEY CONTROL
 MT0125  ___________________________________________________________________
 MT0125* NAD 83(1986)-  41 15 01.     (N)    114 12 50.     (W)     SCALED    
 MT0125* NAVD 88     -      1500.531  (meters)    4922.99   (feet)  ADJUSTED  
 MT0125  ___________________________________________________________________
 MT0125  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 MT0125  DYNAMIC HT  -        1499.359 (meters)    4919.15  (feet)  COMP
 MT0125  MODELED GRAV-     979,790.3   (mgal)                       NAVD 88
 MT0125
 MT0125  VERT ORDER  -  FIRST     CLASS II
 MT0125
 MT0125.The horizontal coordinates were scaled from a topographic map and have
 MT0125.an estimated accuracy of +/- 6 seconds.
 MT0125
 MT0125.The orthometric height was determined by differential leveling
 MT0125.and adjusted by the National Geodetic Survey in June 1991..
 MT0125
 MT0125.The geoid height was determined by GEOID03.
 MT0125
 MT0125.The dynamic height is computed by dividing the NAVD 88
 MT0125.geopotential number by the normal gravity value computed on the
 MT0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0125.degrees latitude (g = 980.6199 gals.).
 MT0125
 MT0125.The modeled gravity was interpolated from observed gravity values.
 MT0125
 MT0125;                    North         East    Units  Estimated Accuracy
 MT0125;SPC NV E     - 8,722,340.      314,770.      MT  (+/- 180 meters Scaled)
 MT0125
 MT0125                          SUPERSEDED SURVEY CONTROL
 MT0125
 MT0125  NGVD 29 (??/??/92) 1499.429  (m)         4919.38   (f) ADJ UNCH    1 2
 MT0125
 MT0125.Superseded values are not recommended for survey control.
 MT0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0125.See file dsdata.txt to determine how the superseded data were derived.
 MT0125
 MT0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF334702(NAD 83)
 MT0125_MARKER: DB = BENCH MARK DISK
 MT0125_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0125_MARK LOGO: CGS   
 MT0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0125+STABILITY: SURFACE MOTION
 MT0125
 MT0125  HISTORY     - Date     Condition        Report By
 MT0125  HISTORY     - 1953     MONUMENTED       CGS
 MT0125  HISTORY     - 1953     GOOD             NGS
 MT0125  HISTORY     - 1984     GOOD             NGS
 MT0125
 MT0125                          STATION DESCRIPTION
 MT0125
 MT0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0125'1.3 MI SW FROM MONTELLO.
 MT0125'ELKO COUNTY, 1.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RR
 MT0125'FROM THE STATION AT MONTELLO, AT 24-INCH CONCRETE PIPE CULVERT 660.56,
 MT0125'IN THE TOP OF THE NORTHEAST END OF THE NORTH WEST CONCRETE HEAD WALL,
 MT0125'9.6 FT. NORTHWEST OF THE NORTHWEST RAIL OF THE WEST-BOUND TRACK, AND
 MT0125'ABOUT 2.5 FT. LOWER THAN THE TOP OF THE RAIL.
 MT0125
 MT0125                          STATION RECOVERY (1984)
 MT0125
 MT0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0125'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM
 MT0125'(1.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MT0125'OFFICE AT MONTELLO, IN TOP OF AND 0.3 METER (1 FT) SOUTHWEST OF THE
 MT0125'NORTHEAST END OF THE NORTHWEST HEADWALL FOR A 24-INCH CONCRETE CULVERT
 MT0125'660.58, 0.15 KM (0.1 MI) SOUTHWEST OF THE INTERSECTION OF STATE
 MT0125'HIGHWAY 233, 2.9 METERS (9.5 FT) NORTHWEST OF THE NORTHWEST RAIL.
 MT0125'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0182 ***********************************************************************
 JQ0182  DESIGNATION -  E 349
 JQ0182  PID         -  JQ0182
 JQ0182  STATE/COUNTY-  NV/ESMERALDA
 JQ0182  USGS QUAD   -  MILLERS (1987)
 JQ0182
 JQ0182                         *CURRENT SURVEY CONTROL
 JQ0182  ___________________________________________________________________
 JQ0182* NAD 83(1986)-  38 07 32.     (N)    117 26 01.     (W)     SCALED    
 JQ0182* NAVD 88     -      1497.188  (meters)    4912.02   (feet)  ADJUSTED  
 JQ0182  ___________________________________________________________________
 JQ0182  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 JQ0182  DYNAMIC HT  -        1495.595 (meters)    4906.80  (feet)  COMP
 JQ0182  MODELED GRAV-     979,513.3   (mgal)                       NAVD 88
 JQ0182
 JQ0182  VERT ORDER  -  FIRST     CLASS II
 JQ0182
 JQ0182.The horizontal coordinates were scaled from a topographic map and have
 JQ0182.an estimated accuracy of +/- 6 seconds.
 JQ0182
 JQ0182.The orthometric height was determined by differential leveling
 JQ0182.and adjusted by the National Geodetic Survey in June 1991..
 JQ0182
 JQ0182.The geoid height was determined by GEOID03.
 JQ0182
 JQ0182.The dynamic height is computed by dividing the NAVD 88
 JQ0182.geopotential number by the normal gravity value computed on the
 JQ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0182.degrees latitude (g = 980.6199 gals.).
 JQ0182
 JQ0182.The modeled gravity was interpolated from observed gravity values.
 JQ0182
 JQ0182;                    North         East    Units  Estimated Accuracy
 JQ0182;SPC NV W     - 4,375,160.      900,800.      MT  (+/- 180 meters Scaled)
 JQ0182
 JQ0182                          SUPERSEDED SURVEY CONTROL
 JQ0182
 JQ0182  NGVD 29 (??/??/92) 1496.090  (m)         4908.42   (f) ADJ UNCH    1 2
 JQ0182
 JQ0182.Superseded values are not recommended for survey control.
 JQ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0182.See file dsdata.txt to determine how the superseded data were derived.
 JQ0182
 JQ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC619198(NAD 83)
 JQ0182_MARKER: DB = BENCH MARK DISK
 JQ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0182_STAMPING: E 349 1953
 JQ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0182+STABILITY: SURFACE MOTION
 JQ0182
 JQ0182  HISTORY     - Date     Condition        Report By
 JQ0182  HISTORY     - 1953     MONUMENTED       CGS
 JQ0182  HISTORY     - 1985     GOOD             USGS
 JQ0182
 JQ0182                          STATION DESCRIPTION
 JQ0182
 JQ0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0182'17.5 MI W FROM TONOPAH.
 JQ0182'2.2 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT TONOPAH,
 JQ0182'THENCE 6.6 MILES SOUTHWEST ALONG THE ABANDONED TONOPAH AND GOLDFIELD
 JQ0182'RAILROAD, THENCE 8.7 MILES NORTHWEST ALONG THE ABANDONED TONOPAH AND
 JQ0182'GOLDFIELD RAILROAD, 1.5 MILES SOUTHEAST OF THE ABANDONED MILLERS
 JQ0182'STATION, 43 FEET NORTHEAST OF THE CENTER LINE OF THE RAILROAD BED, 18
 JQ0182'FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 2.3 FEET EAST OF
 JQ0182'A WITNESS POST, ABOUT 2 FEET LOWER THAN THE RAILROAD BED, AND SET IN
 JQ0182'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JQ0182
 JQ0182                          STATION RECOVERY (1985)
 JQ0182
 JQ0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JQ0182'TONOPAH POST OFFICE (MAIN ST. AND BRYAN AVE.) 13.7 MILES NORTHWEST
 JQ0182'OF, ALONG U.S HWY. 6 AND 95 TO X-RDS. OF BLADED ROAD SOUTHWEST (AT
 JQ0182'NORTHWEST END OF 'MILLER 'S REST AREA'), THENCE (LEFT) SOUTHWEST 0.6
 JQ0182'MILE ALONG BLADED ROAD TO RD.-FK., (LEFT) SOUTH 0.1 MILE ALONG ROAD
 JQ0182'FK AT X-ING OF OLD RAILROAD GRADE, THENCE (LEFT) SOUTHEAST 1.3 MILE
 JQ0182'ALONG ROAD PARALLELING OLD RAILROAD GRADE ON NORTH SIDE, 0.1 MILE
 JQ0182'SOUTHEAST OF X-RDS., 43 FEET SOUTHWEST OF THE CENTERLINE OF ROAD
 JQ0182'PARALLELING OLD RAILROAD GRADE, 18 FEET NORTHEAST OF CENTERLINE OF
 JQ0182'OLD RAILROAD GRADE. 2.3 FEET NORTHEAST OF A WHITE WOOD WITNESS POST
 JQ0182'AND ABOUT 2.0 FEET LOWER THEN OLD RAILROAD GRADE. A STANDARD DISK
 JQ0182'STAMPED 'E 349 1953'. AND SET IN THE TOP OF A CONCRETE POST
 JQ0182'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0070 ***********************************************************************
 JQ0070  DESIGNATION -  E 35
 JQ0070  PID         -  JQ0070
 JQ0070  STATE/COUNTY-  NV/NYE
 JQ0070  USGS QUAD   -  STONE CABIN RANCH NE (1986)
 JQ0070
 JQ0070                         *CURRENT SURVEY CONTROL
 JQ0070  ___________________________________________________________________
 JQ0070* NAD 83(1986)-  38 08 54.     (N)    116 35 27.     (W)     SCALED    
 JQ0070* NAVD 88     -      1726.012  (meters)    5662.76   (feet)  ADJUSTED  
 JQ0070  ___________________________________________________________________
 JQ0070  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 JQ0070  DYNAMIC HT  -        1724.066 (meters)    5656.37  (feet)  COMP
 JQ0070  MODELED GRAV-     979,441.0   (mgal)                       NAVD 88
 JQ0070
 JQ0070  VERT ORDER  -  FIRST     CLASS II
 JQ0070
 JQ0070.The horizontal coordinates were scaled from a topographic map and have
 JQ0070.an estimated accuracy of +/- 6 seconds.
 JQ0070
 JQ0070.The orthometric height was determined by differential leveling
 JQ0070.and adjusted by the National Geodetic Survey in June 1991..
 JQ0070
 JQ0070.The geoid height was determined by GEOID03.
 JQ0070
 JQ0070.The dynamic height is computed by dividing the NAVD 88
 JQ0070.geopotential number by the normal gravity value computed on the
 JQ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0070.degrees latitude (g = 980.6199 gals.).
 JQ0070
 JQ0070.The modeled gravity was interpolated from observed gravity values.
 JQ0070
 JQ0070;                    North         East    Units  Estimated Accuracy
 JQ0070;SPC NV C     - 6,377,070.      506,650.      MT  (+/- 180 meters Scaled)
 JQ0070
 JQ0070                          SUPERSEDED SURVEY CONTROL
 JQ0070
 JQ0070  NGVD 29 (??/??/92) 1724.853  (m)         5658.96   (f) ADJ UNCH    1 2
 JQ0070
 JQ0070.Superseded values are not recommended for survey control.
 JQ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0070.See file dsdata.txt to determine how the superseded data were derived.
 JQ0070
 JQ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC358223(NAD 83)
 JQ0070_MARKER: DB = BENCH MARK DISK
 JQ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0070_STAMPING: 5658.995 E 35 1933
 JQ0070_MARK LOGO: CGS   
 JQ0070_PROJECTION: PROJECTING 35 CENTIMETERS
 JQ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0070+STABILITY: SURFACE MOTION
 JQ0070
 JQ0070  HISTORY     - Date     Condition        Report By
 JQ0070  HISTORY     - 1933     MONUMENTED       CGS
 JQ0070  HISTORY     - 1934     GOOD             NGS
 JQ0070  HISTORY     - 1982     GOOD             USGS
 JQ0070  HISTORY     - 1984     GOOD             NGS
 JQ0070
 JQ0070                          STATION DESCRIPTION
 JQ0070
 JQ0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0070'3.1 MI E FROM CLARK STATION.
 JQ0070'ABOUT 3.1 MILES EAST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JQ0070'CLARK STATION, NYE COUNTY, SOUTH OF A GRAVEL PIT, AND ABOUT 90 FEET
 JQ0070'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 JQ0070'5658.995 E 35 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JQ0070'ABOUT 1 FOOT ABOVE GROUND.
 JQ0070
 JQ0070                          STATION RECOVERY (1934)
 JQ0070
 JQ0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JQ0070'RECOVERED IN GOOD CONDITION.
 JQ0070
 JQ0070                          STATION RECOVERY (1982)
 JQ0070
 JQ0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JQ0070'BENCH MARK IS LOCATED 3.1 MILES EAST ALONG US 6 FROM FIVE MILE
 JQ0070'SPRING, 94.5 METERS NORTH OF HIGHWAY AND 5.5 METERS WEST OF THE
 JQ0070'CENTERLINE OF A DIRT ROAD. A STANDARD TABLET PROJECTING 0.3 METERS
 JQ0070'ABOVE GROUND.
 JQ0070
 JQ0070                          STATION RECOVERY (1984)
 JQ0070
 JQ0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0070'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0070'21.05 KM (13.15 MI) WEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0070'STATE HIGHWAY 375 AT WARM SPRINGS, IN THE NORTHWEST CORNER OF THE T
 JQ0070'JUNCTION OF A DIRT ROAD, 4.75 KM (2.95 MI) EAST OF THE FIVE MILE RANCH
 JQ0070'HOUSE, 0.5 KM (0.3 MI) EAST OF MILEPOST 38, 90.2 METERS (296 FT) NORTH
 JQ0070'OF THE HIGHWAY CENTERLINE AND 5.5 METERS (18.5 FT) WEST OF THE CENTER
 JQ0070'OF THE DIRT ROAD.
 JQ0070'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 JQ0070'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0270 ***********************************************************************
 JQ0270  DESIGNATION -  E 350
 JQ0270  PID         -  JQ0270
 JQ0270  STATE/COUNTY-  NV/ESMERALDA
 JQ0270  USGS QUAD   -  BLAIR JUNCTION (1968)
 JQ0270
 JQ0270                         *CURRENT SURVEY CONTROL
 JQ0270  ___________________________________________________________________
 JQ0270* NAD 83(1986)-  38 01 26.     (N)    117 52 15.     (W)     SCALED    
 JQ0270* NAVD 88     -      1442.651  (meters)    4733.10   (feet)  ADJUSTED  
 JQ0270  ___________________________________________________________________
 JQ0270  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 JQ0270  DYNAMIC HT  -        1441.126 (meters)    4728.09  (feet)  COMP
 JQ0270  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 JQ0270
 JQ0270  VERT ORDER  -  FIRST     CLASS II
 JQ0270
 JQ0270.The horizontal coordinates were scaled from a topographic map and have
 JQ0270.an estimated accuracy of +/- 6 seconds.
 JQ0270
 JQ0270.The orthometric height was determined by differential leveling
 JQ0270.and adjusted by the National Geodetic Survey in June 1991..
 JQ0270
 JQ0270.The geoid height was determined by GEOID03.
 JQ0270
 JQ0270.The dynamic height is computed by dividing the NAVD 88
 JQ0270.geopotential number by the normal gravity value computed on the
 JQ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0270.degrees latitude (g = 980.6199 gals.).
 JQ0270
 JQ0270.The modeled gravity was interpolated from observed gravity values.
 JQ0270
 JQ0270;                    North         East    Units  Estimated Accuracy
 JQ0270;SPC NV W     - 4,363,500.      862,550.      MT  (+/- 180 meters Scaled)
 JQ0270
 JQ0270                          SUPERSEDED SURVEY CONTROL
 JQ0270
 JQ0270  NGVD 29 (??/??/92) 1441.546  (m)         4729.47   (f) ADJ UNCH    1 2
 JQ0270
 JQ0270.Superseded values are not recommended for survey control.
 JQ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0270.See file dsdata.txt to determine how the superseded data were derived.
 JQ0270
 JQ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC235088(NAD 83)
 JQ0270_MARKER: DB = BENCH MARK DISK
 JQ0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0270_STAMPING: E 350 1953
 JQ0270_MARK LOGO: CGS   
 JQ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0270+STABILITY: SURFACE MOTION
 JQ0270
 JQ0270  HISTORY     - Date     Condition        Report By
 JQ0270  HISTORY     - 1953     MONUMENTED       CGS
 JQ0270  HISTORY     - 1984     GOOD             NGS
 JQ0270
 JQ0270                          STATION DESCRIPTION
 JQ0270
 JQ0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0270'1.0 MI SE FROM COALDALE.
 JQ0270'1.0 MILE SOUTHEAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF
 JQ0270'THE HIGHWAYS AT COALDALE, ON TOP OF A LOW ROCKY RIDGE, 92.7 FEET SOUTH
 JQ0270'OF THE CENTER LINE OF THE HIGHWAY, 76 FEET SOUTHWEST OF THE CENTER OF
 JQ0270'THE SOUTH END OF 24-INCH CORRUGATED METAL PIPE CULVERT E2200+30, 3.0
 JQ0270'FEET EAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND
 JQ0270'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 JQ0270'GROUND.
 JQ0270
 JQ0270                          STATION RECOVERY (1984)
 JQ0270
 JQ0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0200 ***********************************************************************
 LR0200  DESIGNATION -  E 351
 LR0200  PID         -  LR0200
 LR0200  STATE/COUNTY-  NV/LANDER
 LR0200  USGS QUAD   -  BATEMAN SPRING (1986)
 LR0200
 LR0200                         *CURRENT SURVEY CONTROL
 LR0200  ___________________________________________________________________
 LR0200* NAD 83(1986)-  40 36 49.     (N)    116 51 22.     (W)     SCALED    
 LR0200* NAVD 88     -      1379.206  (meters)    4524.94   (feet)  ADJUSTED  
 LR0200  ___________________________________________________________________
 LR0200  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 LR0200  DYNAMIC HT  -        1378.070 (meters)    4521.22  (feet)  COMP
 LR0200  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 LR0200
 LR0200  VERT ORDER  -  FIRST     CLASS II
 LR0200
 LR0200.The horizontal coordinates were scaled from a topographic map and have
 LR0200.an estimated accuracy of +/- 6 seconds.
 LR0200
 LR0200.The orthometric height was determined by differential leveling
 LR0200.and adjusted by the National Geodetic Survey in June 1991..
 LR0200
 LR0200.The geoid height was determined by GEOID03.
 LR0200
 LR0200.The dynamic height is computed by dividing the NAVD 88
 LR0200.geopotential number by the normal gravity value computed on the
 LR0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0200.degrees latitude (g = 980.6199 gals.).
 LR0200
 LR0200.The modeled gravity was interpolated from observed gravity values.
 LR0200
 LR0200;                    North         East    Units  Estimated Accuracy
 LR0200;SPC NV C     - 6,650,760.      483,970.      MT  (+/- 180 meters Scaled)
 LR0200
 LR0200                          SUPERSEDED SURVEY CONTROL
 LR0200
 LR0200  NGVD 29 (??/??/92) 1378.131  (m)         4521.42   (f) ADJ UNCH    1 2
 LR0200
 LR0200.Superseded values are not recommended for survey control.
 LR0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0200.See file dsdata.txt to determine how the superseded data were derived.
 LR0200
 LR0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE121958(NAD 83)
 LR0200_MARKER: DB = BENCH MARK DISK
 LR0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0200_STAMPING: E 351 1953
 LR0200_MARK LOGO: CGS   
 LR0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0200+STABILITY: SURFACE MOTION
 LR0200
 LR0200  HISTORY     - Date     Condition        Report By
 LR0200  HISTORY     - 1953     MONUMENTED       CGS
 LR0200  HISTORY     - 1984     GOOD             NGS
 LR0200
 LR0200                          STATION DESCRIPTION
 LR0200
 LR0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0200'4.8 MI SE FROM BATTLE MOUNTAIN.
 LR0200'4.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0200'THE STATION AT BATTLE MOUNTAIN, 0.3 MILE (8 1/2 POLES) WEST OF
 LR0200'MILEPOLE 481, 176.4 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY 40,
 LR0200'63.0 FEET SOUTH OF THE SOUTH RAIL, 6 1/2 FEET WEST OF TELEGRAPH POLE E
 LR0200'38, 1.8 FEET EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 LR0200'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LR0200'THE GROUND.
 LR0200
 LR0200                          STATION RECOVERY (1984)
 LR0200
 LR0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0249 ***********************************************************************
 LR0249  DESIGNATION -  E 352
 LR0249  PID         -  LR0249
 LR0249  STATE/COUNTY-  NV/EUREKA
 LR0249  USGS QUAD   -  DUNPHY (1986)
 LR0249
 LR0249                         *CURRENT SURVEY CONTROL
 LR0249  ___________________________________________________________________
 LR0249* NAD 83(1986)-  40 39 18.     (N)    116 30 04.     (W)     SCALED    
 LR0249* NAVD 88     -      1422.037  (meters)    4665.47   (feet)  ADJUSTED  
 LR0249  ___________________________________________________________________
 LR0249  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 LR0249  DYNAMIC HT  -        1420.900 (meters)    4661.74  (feet)  COMP
 LR0249  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 LR0249
 LR0249  VERT ORDER  -  FIRST     CLASS II
 LR0249
 LR0249.The horizontal coordinates were scaled from a topographic map and have
 LR0249.an estimated accuracy of +/- 6 seconds.
 LR0249
 LR0249.The orthometric height was determined by differential leveling
 LR0249.and adjusted by the National Geodetic Survey in June 1991..
 LR0249
 LR0249.The geoid height was determined by GEOID03.
 LR0249
 LR0249.The dynamic height is computed by dividing the NAVD 88
 LR0249.geopotential number by the normal gravity value computed on the
 LR0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0249.degrees latitude (g = 980.6199 gals.).
 LR0249
 LR0249.The modeled gravity was interpolated from observed gravity values.
 LR0249
 LR0249;                    North         East    Units  Estimated Accuracy
 LR0249;SPC NV E     - 8,655,740.      122,390.      MT  (+/- 180 meters Scaled)
 LR0249
 LR0249                          SUPERSEDED SURVEY CONTROL
 LR0249
 LR0249  NGVD 29 (??/??/92) 1420.974  (m)         4661.98   (f) ADJ UNCH    1 2
 LR0249
 LR0249.Superseded values are not recommended for survey control.
 LR0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0249.See file dsdata.txt to determine how the superseded data were derived.
 LR0249
 LR0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF421005(NAD 83)
 LR0249_MARKER: DB = BENCH MARK DISK
 LR0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0249_SP_SET: ABUTMENT
 LR0249_STAMPING: E 352 1953
 LR0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0249
 LR0249  HISTORY     - Date     Condition        Report By
 LR0249  HISTORY     - 1953     MONUMENTED       CGS
 LR0249
 LR0249                          STATION DESCRIPTION
 LR0249
 LR0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0249'4.4 MI N FROM BEOWAWE.
 LR0249'4.4 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0249'STATION AT BEOWAWE, 0.25 MILE (8-1/2 POLES) NORTH OF MILEPOLE 504, AT
 LR0249'WOODEN BRIDGE 503.76, IN THE TOP OF THE SOUTH CONCRETE ABUTMENT, 7.3
 LR0249'FEET EAST OF THE EAST RAIL, 1.2 FEET WEST OF THE EAST END OF THE
 LR0249'ABUTMENT, AND ABOUT 1 1/2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0035 ***********************************************************************
 LR0035  DESIGNATION -  E 353
 LR0035  PID         -  LR0035
 LR0035  STATE/COUNTY-  NV/ELKO
 LR0035  USGS QUAD   -  CARLIN WEST (1985)
 LR0035
 LR0035                         *CURRENT SURVEY CONTROL
 LR0035  ___________________________________________________________________
 LR0035* NAD 83(1986)-  40 42 10.     (N)    116 07 36.     (W)     SCALED    
 LR0035* NAVD 88     -      1491.202  (meters)    4892.39   (feet)  ADJUSTED  
 LR0035  ___________________________________________________________________
 LR0035  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 LR0035  DYNAMIC HT  -        1489.999 (meters)    4888.44  (feet)  COMP
 LR0035  MODELED GRAV-     979,765.6   (mgal)                       NAVD 88
 LR0035
 LR0035  VERT ORDER  -  FIRST     CLASS II
 LR0035
 LR0035.The horizontal coordinates were scaled from a topographic map and have
 LR0035.an estimated accuracy of +/- 6 seconds.
 LR0035
 LR0035.The orthometric height was determined by differential leveling
 LR0035.and adjusted by the National Geodetic Survey in June 1991..
 LR0035
 LR0035.The geoid height was determined by GEOID03.
 LR0035
 LR0035.The dynamic height is computed by dividing the NAVD 88
 LR0035.geopotential number by the normal gravity value computed on the
 LR0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0035.degrees latitude (g = 980.6199 gals.).
 LR0035
 LR0035.The modeled gravity was interpolated from observed gravity values.
 LR0035
 LR0035;                    North         East    Units  Estimated Accuracy
 LR0035;SPC NV E     - 8,660,780.      154,090.      MT  (+/- 180 meters Scaled)
 LR0035
 LR0035                          SUPERSEDED SURVEY CONTROL
 LR0035
 LR0035  NGVD 29 (??/??/92) 1490.131  (m)         4888.87   (f) ADJ UNCH    1 2
 LR0035
 LR0035.Superseded values are not recommended for survey control.
 LR0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0035.See file dsdata.txt to determine how the superseded data were derived.
 LR0035
 LR0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF737061(NAD 83)
 LR0035_MARKER: DB = BENCH MARK DISK
 LR0035_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LR0035_STAMPING: E 353 1953
 LR0035_MARK LOGO: CGS   
 LR0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0035+STABILITY: SURFACE MOTION
 LR0035
 LR0035  HISTORY     - Date     Condition        Report By
 LR0035  HISTORY     - 1953     MONUMENTED       CGS
 LR0035  HISTORY     - 1984     GOOD             NGS
 LR0035
 LR0035                          STATION DESCRIPTION
 LR0035
 LR0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0035'1.1 MI SW FROM CARLIN.
 LR0035'1.1 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0035'THE STATION AT CARLIN, AT A 48-INCH CONCRETE PIPE CULVERT, IN THE TOP
 LR0035'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL, 17.6 FEET
 LR0035'NORTHEAST OF A YARD LIMIT SIGN, 11.2 FEET SOUTHEAST OF THE SOUTHEAST
 LR0035'RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
 LR0035
 LR0035                          STATION RECOVERY (1984)
 LR0035
 LR0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0035'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.25 KM
 LR0035'(1.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 LR0035'STATION AT CARLIN, IN TOP OF AND 0.3 METER (1 FT) SOUTHWEST OF THE
 LR0035'NORTHEAST END OF THE SOUTHEAST HEADWALL FOR A 48-INCH CORRUGATED METAL
 LR0035'PIPE CULVERT, 3.3 METERS (11 FT) SOUTHEAST OF THE SOUTHEAST RAIL.
 LR0035'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0454 ***********************************************************************
 LQ0454  DESIGNATION -  E 354
 LQ0454  PID         -  LQ0454
 LQ0454  STATE/COUNTY-  NV/ELKO
 LQ0454  USGS QUAD   -  OSINO (1982)
 LQ0454
 LQ0454                         *CURRENT SURVEY CONTROL
 LQ0454  ___________________________________________________________________
 LQ0454* NAD 83(1986)-  40 53 40.     (N)    115 42 15.     (W)     SCALED    
 LQ0454* NAVD 88     -      1555.105  (meters)    5102.04   (feet)  ADJUSTED  
 LQ0454  ___________________________________________________________________
 LQ0454  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 LQ0454  DYNAMIC HT  -        1553.826 (meters)    5097.84  (feet)  COMP
 LQ0454  MODELED GRAV-     979,747.5   (mgal)                       NAVD 88
 LQ0454
 LQ0454  VERT ORDER  -  FIRST     CLASS II
 LQ0454
 LQ0454.The horizontal coordinates were scaled from a topographic map and have
 LQ0454.an estimated accuracy of +/- 6 seconds.
 LQ0454
 LQ0454.The orthometric height was determined by differential leveling
 LQ0454.and adjusted by the National Geodetic Survey in June 1991..
 LQ0454
 LQ0454.The geoid height was determined by GEOID03.
 LQ0454
 LQ0454.The dynamic height is computed by dividing the NAVD 88
 LQ0454.geopotential number by the normal gravity value computed on the
 LQ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0454.degrees latitude (g = 980.6199 gals.).
 LQ0454
 LQ0454.The modeled gravity was interpolated from observed gravity values.
 LQ0454
 LQ0454;                    North         East    Units  Estimated Accuracy
 LQ0454;SPC NV E     - 8,681,930.      189,820.      MT  (+/- 180 meters Scaled)
 LQ0454
 LQ0454                          SUPERSEDED SURVEY CONTROL
 LQ0454
 LQ0454  NGVD 29 (??/??/92) 1553.976  (m)         5098.34   (f) ADJ UNCH    1 2
 LQ0454
 LQ0454.Superseded values are not recommended for survey control.
 LQ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0454.See file dsdata.txt to determine how the superseded data were derived.
 LQ0454
 LQ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF091278(NAD 83)
 LQ0454_MARKER: DB = BENCH MARK DISK
 LQ0454_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LQ0454_STAMPING: E 354 1953
 LQ0454_MARK LOGO: CGS   
 LQ0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0454+STABILITY: SURFACE MOTION
 LQ0454
 LQ0454  HISTORY     - Date     Condition        Report By
 LQ0454  HISTORY     - 1953     MONUMENTED       CGS
 LQ0454  HISTORY     - 1984     GOOD             NGS
 LQ0454
 LQ0454                          STATION DESCRIPTION
 LQ0454
 LQ0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LQ0454'5.4 MI NE FROM ELKO.
 LQ0454'5.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LQ0454'THE STATION AT ELKO, AT SMALL CONCRETE BRIDGE 561.42, IN THE TOP OF
 LQ0454'THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT, 6.9 FEET
 LQ0454'NORTHWEST OF THE NORTHWEST RAIL, 1.2 FEET NORTHWEST OF THE SOUTHWEST
 LQ0454'END OF A STEEL GUARDRAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE TOP OF
 LQ0454'THE RAIL.
 LQ0454
 LQ0454                          STATION RECOVERY (1984)
 LQ0454
 LQ0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0419 ***********************************************************************
 MT0419  DESIGNATION -  E 355
 MT0419  PID         -  MT0419
 MT0419  STATE/COUNTY-  NV/ELKO
 MT0419  USGS QUAD   -  HERDER CREEK (1967)
 MT0419
 MT0419                         *CURRENT SURVEY CONTROL
 MT0419  ___________________________________________________________________
 MT0419* NAD 83(1986)-  41 04 43.     (N)    115 14 35.     (W)     SCALED    
 MT0419* NAVD 88     -      1633.470  (meters)    5359.14   (feet)  ADJUSTED  
 MT0419  ___________________________________________________________________
 MT0419  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 MT0419  DYNAMIC HT  -        1632.107 (meters)    5354.67  (feet)  COMP
 MT0419  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 MT0419
 MT0419  VERT ORDER  -  FIRST     CLASS II
 MT0419
 MT0419.The horizontal coordinates were scaled from a topographic map and have
 MT0419.an estimated accuracy of +/- 6 seconds.
 MT0419
 MT0419.The orthometric height was determined by differential leveling
 MT0419.and adjusted by the National Geodetic Survey in June 1991..
 MT0419
 MT0419.The geoid height was determined by GEOID03.
 MT0419
 MT0419.The dynamic height is computed by dividing the NAVD 88
 MT0419.geopotential number by the normal gravity value computed on the
 MT0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0419.degrees latitude (g = 980.6199 gals.).
 MT0419
 MT0419.The modeled gravity was interpolated from observed gravity values.
 MT0419
 MT0419;                    North         East    Units  Estimated Accuracy
 MT0419;SPC NV E     - 8,702,430.      228,590.      MT  (+/- 180 meters Scaled)
 MT0419
 MT0419                          SUPERSEDED SURVEY CONTROL
 MT0419
 MT0419  NGVD 29 (??/??/92) 1632.286  (m)         5355.26   (f) ADJ UNCH    1 2
 MT0419
 MT0419.Superseded values are not recommended for survey control.
 MT0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0419.See file dsdata.txt to determine how the superseded data were derived.
 MT0419
 MT0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF475489(NAD 83)
 MT0419_MARKER: DB = BENCH MARK DISK
 MT0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MT0419_SP_SET: ABUTMENT
 MT0419_STAMPING: E 355 1953
 MT0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0419
 MT0419  HISTORY     - Date     Condition        Report By
 MT0419  HISTORY     - 1953     MONUMENTED       CGS
 MT0419
 MT0419                          STATION DESCRIPTION
 MT0419
 MT0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0419'1.8 MI NE FROM DEETH.
 MT0419'1.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0419'THE STATION AT DEETH, AT SOUTHERN PACIFIC COMPANY BRIDGE 591.42 AND
 MT0419'WESTERN PACIFIC RAILROAD BRIDGE 701.33, IN THE TOP OF THE SOUTHEAST
 MT0419'END OF THE NORTHEAST CONCRETE ABUTMENT, 6.9 FEET SOUTHEAST OF THE
 MT0419'SOUTHEAST RAIL OF THE WESTERN PACIFIC TRACK, AND ABOUT 2 FEET LOWER
 MT0419'THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0940 ***********************************************************************
 KR0940  DESIGNATION -  E 357 RESET
 KR0940  PID         -  KR0940
 KR0940  STATE/COUNTY-  NV/WASHOE
 KR0940  USGS QUAD   -  WASHOE CITY (1994)
 KR0940
 KR0940                         *CURRENT SURVEY CONTROL
 KR0940  ___________________________________________________________________
 KR0940* NAD 83(1986)-  39 19 52.     (N)    119 47 29.     (W)     SCALED    
 KR0940* NAVD 88     -      1554.42   (+/-2cm)    5099.8    (feet)  VERTCON   
 KR0940  ___________________________________________________________________
 KR0940  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 KR0940
 KR0940  VERT ORDER  -  THIRD (See Below)
 KR0940
 KR0940.The horizontal coordinates were scaled from a topographic map and have
 KR0940.an estimated accuracy of +/- 6 seconds.
 KR0940
 KR0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0940.The vertical order pertains to the NGVD 29 superseded value.
 KR0940
 KR0940.The geoid height was determined by GEOID03.
 KR0940
 KR0940;                    North         East    Units  Estimated Accuracy
 KR0940;SPC NV W     - 4,509,050.      695,850.      MT  (+/- 180 meters Scaled)
 KR0940
 KR0940                          SUPERSEDED SURVEY CONTROL
 KR0940
 KR0940  NGVD 29 (07/31/00) 1553.29   (m)         5096.1    (f) RESET       3  
 KR0940
 KR0940.Superseded values are not recommended for survey control.
 KR0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0940.See file dsdata.txt to determine how the superseded data were derived.
 KR0940
 KR0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD594572(NAD 83)
 KR0940_MARKER: DD = SURVEY DISK
 KR0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0940_STAMPING: E 357 RESET 1958
 KR0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0940+STABILITY: SURFACE MOTION
 KR0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0940+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2003
 KR0940
 KR0940  HISTORY     - Date     Condition        Report By
 KR0940  HISTORY     - 1958     MONUMENTED       NVDH
 KR0940  HISTORY     - 1960     GOOD             NGS
 KR0940  HISTORY     - 20030901 GOOD             USPSQD
 KR0940
 KR0940                          STATION DESCRIPTION
 KR0940
 KR0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KR0940'4.6 MI SW FROM STEAMBOAT.
 KR0940'THE MARK IS LOCATED 0.1 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE
 KR0940'POST OFFICE AT STEAMBOAT, THENCE 4.5 MILES SOUTHWEST ALONG U. S.
 KR0940'HIGHWAY 395, AT THE SUMMIT OF A HILL, 261 FEET SOUTHEAST OF THE
 KR0940'CENTERLINE OF THE HIGHWAY, 152 FEET EAST FROM CATTLE GUARD ON COUNTRY
 KR0940'ROAD, 3 FEET NORTH OF A FENCE, 2 FEET NORTH OF A WITNESS POST, ABOUT
 KR0940'10 FEET HIGHER THAN THE HIGHWAY, AND SET IN A CONCRETE POST ABOUT 0.1
 KR0940'FOOT BELOW THE GROUND.
 KR0940
 KR0940                          STATION RECOVERY (2003)
 KR0940
 KR0940'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0085 ***********************************************************************
 JR0085  DESIGNATION -  E 359
 JR0085  PID         -  JR0085
 JR0085  STATE/COUNTY-  NV/MINERAL
 JR0085  USGS QUAD   -  HAWTHORNE WEST (1987)
 JR0085
 JR0085                         *CURRENT SURVEY CONTROL
 JR0085  ___________________________________________________________________
 JR0085* NAD 83(1986)-  38 31 35.     (N)    118 37 34.     (W)     SCALED    
 JR0085* NAVD 88     -      1317.51   (+/-2cm)    4322.5    (feet)  VERTCON   
 JR0085  ___________________________________________________________________
 JR0085  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 JR0085
 JR0085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0085
 JR0085.The horizontal coordinates were scaled from a topographic map and have
 JR0085.an estimated accuracy of +/- 6 seconds.
 JR0085
 JR0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0085.The vertical order pertains to the NGVD 29 superseded value.
 JR0085
 JR0085.The geoid height was determined by GEOID03.
 JR0085
 JR0085;                    North         East    Units  Estimated Accuracy
 JR0085;SPC NV W     - 4,419,030.      796,270.      MT  (+/- 180 meters Scaled)
 JR0085
 JR0085                          SUPERSEDED SURVEY CONTROL
 JR0085
 JR0085  NGVD 29 (??/??/92) 1316.397  (m)         4318.88   (f) ADJ UNCH    2 0
 JR0085
 JR0085.Superseded values are not recommended for survey control.
 JR0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0085.See file dsdata.txt to determine how the superseded data were derived.
 JR0085
 JR0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC582654(NAD 83)
 JR0085_MARKER: DB = BENCH MARK DISK
 JR0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JR0085_SP_SET: BUILDING
 JR0085_STAMPING: E 359 1953
 JR0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0085
 JR0085  HISTORY     - Date     Condition        Report By
 JR0085  HISTORY     - 1953     MONUMENTED       CGS
 JR0085
 JR0085                          STATION DESCRIPTION
 JR0085
 JR0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0085'AT HAWTHORNE.
 JR0085'AT HAWTHORNE, AT THE INTERSECTION OF C AND SIXTH STREETS, AT THE
 JR0085'HAWTHORNE HIGH SCHOOL GYMNASIUM, SET VERTICALLY IN THE EAST
 JR0085'CONCRETE WALL, 1.7 FEET SOUTH OF THE NORTHEAST CORNER, AND
 JR0085'1.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0024 ***********************************************************************
 KP0024  DESIGNATION -  E 36
 KP0024  PID         -  KP0024
 KP0024  STATE/COUNTY-  NV/WHITE PINE
 KP0024  USGS QUAD   -  LEHMAN CAVES (1986)
 KP0024
 KP0024                         *CURRENT SURVEY CONTROL
 KP0024  ___________________________________________________________________
 KP0024* NAD 83(1986)-  39 04 25.     (N)    114 10 51.     (W)     SCALED    
 KP0024* NAVD 88     -      1724.559  (meters)    5657.99   (feet)  ADJUSTED  
 KP0024  ___________________________________________________________________
 KP0024  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 KP0024  DYNAMIC HT  -        1722.769 (meters)    5652.12  (feet)  COMP
 KP0024  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 KP0024
 KP0024  VERT ORDER  -  FIRST     CLASS II
 KP0024
 KP0024.The horizontal coordinates were scaled from a topographic map and have
 KP0024.an estimated accuracy of +/- 6 seconds.
 KP0024
 KP0024.The orthometric height was determined by differential leveling
 KP0024.and adjusted by the National Geodetic Survey in June 1991..
 KP0024
 KP0024.The geoid height was determined by GEOID03.
 KP0024
 KP0024.The dynamic height is computed by dividing the NAVD 88
 KP0024.geopotential number by the normal gravity value computed on the
 KP0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0024.degrees latitude (g = 980.6199 gals.).
 KP0024
 KP0024.The modeled gravity was interpolated from observed gravity values.
 KP0024
 KP0024;                    North         East    Units  Estimated Accuracy
 KP0024;SPC NV E     - 8,480,710.      321,360.      MT  (+/- 180 meters Scaled)
 KP0024
 KP0024                          SUPERSEDED SURVEY CONTROL
 KP0024
 KP0024  NGVD 29 (??/??/92) 1723.372  (m)         5654.10   (f) ADJ UNCH    1 2
 KP0024
 KP0024.Superseded values are not recommended for survey control.
 KP0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0024.See file dsdata.txt to determine how the superseded data were derived.
 KP0024
 KP0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD438287(NAD 83)
 KP0024_MARKER: DB = BENCH MARK DISK
 KP0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0024_STAMPING: E 36 1934
 KP0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0024+STABILITY: SURFACE MOTION
 KP0024
 KP0024  HISTORY     - Date     Condition        Report By
 KP0024  HISTORY     - 1934     MONUMENTED       CGS
 KP0024  HISTORY     - 1950     GOOD             NGS
 KP0024
 KP0024                          STATION DESCRIPTION
 KP0024
 KP0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KP0024'5.9 MI NW FROM BAKER.
 KP0024'5.9 MILES NORTHWEST ALONG STATE HIGHWAY 73 AND U.S. HIGHWAY 6 FROM THE
 KP0024'GARAGE AT BAKER, 405 FEET WEST OF A SMALL WHITE FARMHOUSE, 60 FEET
 KP0024'SOUTHEAST OF A SMALL ROUND HILL, 36 FEET SOUTH OF THE CENTERLINE OF
 KP0024'THE HIGHWAY, AND 1 FOOT NORTH OF A FENCE LINE.  A STANDARD DISK,
 KP0024'STAMPED E 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0311 ***********************************************************************
 JR0311  DESIGNATION -  E 360
 JR0311  PID         -  JR0311
 JR0311  STATE/COUNTY-  NV/MINERAL
 JR0311  USGS QUAD   -  MINA NW (1982)
 JR0311
 JR0311                         *CURRENT SURVEY CONTROL
 JR0311  ___________________________________________________________________
 JR0311* NAD 83(1986)-  38 25 55.     (N)    118 07 58.     (W)     SCALED    
 JR0311* NAVD 88     -      1372.130  (meters)    4501.73   (feet)  ADJUSTED  
 JR0311  ___________________________________________________________________
 JR0311  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 JR0311  DYNAMIC HT  -        1370.726 (meters)    4497.12  (feet)  COMP
 JR0311  MODELED GRAV-     979,557.8   (mgal)                       NAVD 88
 JR0311
 JR0311  VERT ORDER  -  FIRST     CLASS II
 JR0311
 JR0311.The horizontal coordinates were scaled from a topographic map and have
 JR0311.an estimated accuracy of +/- 6 seconds.
 JR0311
 JR0311.The orthometric height was determined by differential leveling
 JR0311.and adjusted by the National Geodetic Survey in June 1991..
 JR0311
 JR0311.The geoid height was determined by GEOID03.
 JR0311
 JR0311.The dynamic height is computed by dividing the NAVD 88
 JR0311.geopotential number by the normal gravity value computed on the
 JR0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0311.degrees latitude (g = 980.6199 gals.).
 JR0311
 JR0311.The modeled gravity was interpolated from observed gravity values.
 JR0311
 JR0311;                    North         East    Units  Estimated Accuracy
 JR0311;SPC NV W     - 4,408,640.      839,340.      MT  (+/- 180 meters Scaled)
 JR0311
 JR0311                          SUPERSEDED SURVEY CONTROL
 JR0311
 JR0311  NGVD 29 (??/??/92) 1370.997  (m)         4498.01   (f) ADJ UNCH    1 2
 JR0311
 JR0311.Superseded values are not recommended for survey control.
 JR0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0311.See file dsdata.txt to determine how the superseded data were derived.
 JR0311
 JR0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC011543(NAD 83)
 JR0311_MARKER: DB = BENCH MARK DISK
 JR0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0311_STAMPING: E 360 1953
 JR0311_MARK LOGO: CGS   
 JR0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0311+STABILITY: SURFACE MOTION
 JR0311
 JR0311  HISTORY     - Date     Condition        Report By
 JR0311  HISTORY     - 1953     MONUMENTED       CGS
 JR0311  HISTORY     - 1984     GOOD             NGS
 JR0311
 JR0311                          STATION DESCRIPTION
 JR0311
 JR0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0311'3.2 MI NW FROM MINA.
 JR0311'3.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0311'FROM THE STATION AT MINA, 26 1/2 FEET NORTHWEST OF MILEPOLE 414,
 JR0311'40.3 FEET NORTHWEST OF THE CENTER OF THE SOUTHWEST END OF 2- BY
 JR0311'4-FOOT WOODEN BOX CULVERT 414.00, 28.2 FEET SOUTHWEST OF THE
 JR0311'SOUTHWEST RAIL, 2.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1
 JR0311'FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JR0311'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JR0311
 JR0311                          STATION RECOVERY (1984)
 JR0311
 JR0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0311'RECOVERED IN GOOD CONDITION.  NOTE--THE RAILROAD STATION IS NOW THE
 JR0311'MINA FIRE STATION.  ADD ABOUT 462 FEET NORTHEAST OF THE CENTERLINE OF
 JR0311'US HIGHWAY 95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0759 ***********************************************************************
 KR0759  DESIGNATION -  E 361
 KR0759  PID         -  KR0759
 KR0759  STATE/COUNTY-  NV/LYON
 KR0759  USGS QUAD   -  CHURCHILL CANYON WEL (1993)
 KR0759
 KR0759                         *CURRENT SURVEY CONTROL
 KR0759  ___________________________________________________________________
 KR0759* NAD 83(1986)-  39 14 01.     (N)    119 16 45.     (W)     SCALED    
 KR0759* NAVD 88     -      1301.68   (+/-2cm)    4270.6    (feet)  VERTCON   
 KR0759  ___________________________________________________________________
 KR0759  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 KR0759
 KR0759  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0759
 KR0759.The horizontal coordinates were scaled from a topographic map and have
 KR0759.an estimated accuracy of +/- 6 seconds.
 KR0759
 KR0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0759.The vertical order pertains to the NGVD 29 superseded value.
 KR0759
 KR0759.The geoid height was determined by GEOID03.
 KR0759
 KR0759;                    North         East    Units  Estimated Accuracy
 KR0759;SPC NV W     - 4,497,760.      739,930.      MT  (+/- 180 meters Scaled)
 KR0759
 KR0759                          SUPERSEDED SURVEY CONTROL
 KR0759
 KR0759  NGVD 29 (??/??/92) 1300.670  (m)         4267.28   (f) ADJ UNCH    1 2
 KR0759
 KR0759.Superseded values are not recommended for survey control.
 KR0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0759.See file dsdata.txt to determine how the superseded data were derived.
 KR0759
 KR0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD032451(NAD 83)
 KR0759_MARKER: DB = BENCH MARK DISK
 KR0759_SETTING: 66 = SET IN ROCK OUTCROP
 KR0759_SP_SET: SET IN ROCK OUTCROP
 KR0759_STAMPING: E 361 1953
 KR0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0759+STABILITY: POSITION/ELEVATION WELL
 KR0759
 KR0759  HISTORY     - Date     Condition        Report By
 KR0759  HISTORY     - 1953     MONUMENTED       CGS
 KR0759  HISTORY     - 1970     GOOD             NGS
 KR0759
 KR0759                          STATION DESCRIPTION
 KR0759
 KR0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0759'5.1 MI S FROM WEEKS.
 KR0759'5.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0759'CROSSING OF U. S. HIGHWAY 95A AT WEEKS (NEAR FORT CHURCHILL), 3 POLES
 KR0759'SOUTHEAST OF MILEPOLE 319, IN THE TOP OF A PROMINENT OUTCROP EXTENDING
 KR0759'NORTHEAST FROM THE BASE OF A HILL AND PROJECTING 7 FEET ABOVE THE
 KR0759'GROUND, 200.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 284 1/2 FEET
 KR0759'SOUTHWEST OF A TELEGRAPH POLE, AND 13 FEET SOUTHWEST OF THE NORTHEAST
 KR0759'END OF THE OUTCROP.
 KR0759
 KR0759                          STATION RECOVERY (1970)
 KR0759
 KR0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KR0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0211 ***********************************************************************
 JR0211  DESIGNATION -  E 362
 JR0211  PID         -  JR0211
 JR0211  STATE/COUNTY-  NV/MINERAL
 JR0211  USGS QUAD   -  SCHURZ (1988)
 JR0211
 JR0211                         *CURRENT SURVEY CONTROL
 JR0211  ___________________________________________________________________
 JR0211* NAD 83(1986)-  38 55 53.     (N)    118 46 32.     (W)     SCALED    
 JR0211* NAVD 88     -      1254.64   (+/-2cm)    4116.3    (feet)  VERTCON   
 JR0211  ___________________________________________________________________
 JR0211  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 JR0211
 JR0211  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0211
 JR0211.The horizontal coordinates were scaled from a topographic map and have
 JR0211.an estimated accuracy of +/- 6 seconds.
 JR0211
 JR0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0211.The vertical order pertains to the NGVD 29 superseded value.
 JR0211
 JR0211.The geoid height was determined by GEOID03.
 JR0211
 JR0211;                    North         East    Units  Estimated Accuracy
 JR0211;SPC NV W     - 4,464,000.      783,330.      MT  (+/- 180 meters Scaled)
 JR0211
 JR0211                          SUPERSEDED SURVEY CONTROL
 JR0211
 JR0211  NGVD 29 (??/??/92) 1253.577  (m)         4112.78   (f) ADJ UNCH    1 2
 JR0211
 JR0211.Superseded values are not recommended for survey control.
 JR0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0211.See file dsdata.txt to determine how the superseded data were derived.
 JR0211
 JR0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD460106(NAD 83)
 JR0211_MARKER: DB = BENCH MARK DISK
 JR0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0211_STAMPING: E 362 1953
 JR0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0211+STABILITY: SURFACE MOTION
 JR0211
 JR0211  HISTORY     - Date     Condition        Report By
 JR0211  HISTORY     - 1953     MONUMENTED       CGS
 JR0211
 JR0211                          STATION DESCRIPTION
 JR0211
 JR0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0211'2.2 MI SE FROM SCHURZ.
 JR0211'2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0211'FROM THE STATION AT SCHURZ, 0.4 MILE (12 POLES) SOUTHEAST OF
 JR0211'MILEPOLE 356, NEAR A POINT WHERE A GRAVELED ROAD LEADING SOUTHEAST
 JR0211'CURVES AWAY FROM THE TRACK, IN LINE WITH A ROW OF TELEGRAPH POLES,
 JR0211'20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 18.8 FEET
 JR0211'SOUTHWEST OF THE SOUTHWEST RAIL, 5 FEET SOUTHEAST OF A TELEGRAPH
 JR0211'POLE, 2.5 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET
 JR0211'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JR0211'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0068 ***********************************************************************
 JR0068  DESIGNATION -  E 363
 JR0068  PID         -  JR0068
 JR0068  STATE/COUNTY-  NV/MINERAL
 JR0068  USGS QUAD   -  HAWTHORNE EAST (1987)
 JR0068
 JR0068                         *CURRENT SURVEY CONTROL
 JR0068  ___________________________________________________________________
 JR0068* NAD 83(1994)-  38 36 24.93618(N)    118 36 24.87548(W)     ADJUSTED  
 JR0068* NAVD 88     -      1275.11   (+/-2cm)    4183.4    (feet)  VERTCON   
 JR0068  ___________________________________________________________________
 JR0068  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 JR0068  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 JR0068
 JR0068  HORZ ORDER  -  SECOND
 JR0068  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0068
 JR0068.The horizontal coordinates were established by classical geodetic methods
 JR0068.and adjusted by the National Geodetic Survey in June 1998..
 JR0068
 JR0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0068.The vertical order pertains to the NGVD 29 superseded value.
 JR0068
 JR0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0068
 JR0068.The geoid height was determined by GEOID03.
 JR0068
 JR0068;                    North         East     Units Scale Factor Converg.
 JR0068;SPC NV W     - 4,427,967.371   797,946.604   MT  0.99990005   -0 00 53.0
 JR0068;SPC NV W     -14,527,422.95  2,617,929.82   sFT  0.99990005   -0 00 53.0
 JR0068;UTM  11      - 4,274,382.726   360,084.166   MT  0.99984108   -1 00 10.2
 JR0068
 JR0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0068!SPC NV W     -   0.99980389  x   0.99990005  =   0.99970396
 JR0068!UTM  11      -   0.99980389  x   0.99984108  =   0.99964500
 JR0068
 JR0068:                Primary Azimuth Mark                     Grid Az
 JR0068:SPC NV W     -  W 78                                     092 03 41.7
 JR0068:UTM  11      -  W 78                                     093 02 58.9
 JR0068
 JR0068|---------------------------------------------------------------------|
 JR0068| PID    Reference Object                     Distance      Geod. Az  |
 JR0068|                                                           dddmmss.s |
 JR0068| JR1028 W 78                                APPROX. 2.6 KM 0920248.7 |
 JR0068|---------------------------------------------------------------------|
 JR0068
 JR0068                          SUPERSEDED SURVEY CONTROL
 JR0068
 JR0068  NAD 83(1992)-  38 36 24.93838(N)    118 36 24.87371(W) AD(       ) 2
 JR0068  NAD 83(1986)-  38 36 24.93500(N)    118 36 24.85412(W) AD(       ) 2
 JR0068  NAD 27      -  38 36 25.21700(N)    118 36 21.38500(W) AD(       ) 2
 JR0068  NGVD 29 (??/??/92) 1274.010  (m)         4179.81   (f) ADJ UNCH    1 2
 JR0068
 JR0068.Superseded values are not recommended for survey control.
 JR0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0068.See file dsdata.txt to determine how the superseded data were derived.
 JR0068
 JR0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC6008474383(NAD 83)
 JR0068_MARKER: DB = BENCH MARK DISK
 JR0068_SETTING: 66 = SET IN ROCK OUTCROP
 JR0068_SP_SET: OUTCROP
 JR0068_STAMPING: E 363 1953
 JR0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0068+STABILITY: POSITION/ELEVATION WELL
 JR0068
 JR0068  HISTORY     - Date     Condition        Report By
 JR0068  HISTORY     - 1953     MONUMENTED       CGS
 JR0068  HISTORY     - 1955     GOOD             CGS
 JR0068
 JR0068                          STATION DESCRIPTION
 JR0068
 JR0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0068'1 MI NW FROM THORNE.
 JR0068'0.9 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0068'FROM THE STATION AT THORNE, THENCE 0.1 MILE (567 FEET) SOUTHWEST
 JR0068'ALONG A LOW RIDGE TO THE TOP OF A ROCKY HILL, IN THE TOP OF AN
 JR0068'OUTCROP NEAR THE HIGHEST PART OF THE HILL, 534 FEET SOUTHWEST
 JR0068'OF BENCH MARK D 363, 137.3 FEET NORTHEAST OF A FENCE LINE OF
 JR0068'THE NAVAL AMMUNITION DEPOT, AND ABOUT 30 FEET HIGHER THAN THE
 JR0068'TRACK.
 JR0068
 JR0068                          STATION RECOVERY (1955)
 JR0068
 JR0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 JR0068'DESCRIBED BY U.S. COAST AND GEODETIC SURVEY IN NEVADA LEVEL LINE
 JR0068'NO. 81 - STEAMBOAT TO TONOPAH, NEVADA - AS FOLLOWS--LOCATED 0.9 MI.
 JR0068'NW. ALONG THE SOUTHERN PACIFIC COMPANY RR. FROM THE STATION AT
 JR0068'THORNE, THENCE 0.1 MI. (567 FT.) SW. ALONG A LOW RIDGE TO THE TOP OF
 JR0068'A ROCKY HILL, TO THE TOP OF AN OUTCROP NEAR THE HIGHEST PART OF THE
 JR0068'HILL, 534 FT. SW. OF BENCH MARK D 363, 137.3 FT. NE. OF A FENCE LINE
 JR0068'OF THE NAVAL AMMUNITION DEPOT, AND ABOUT 30 FT. HIGHER THAN THE
 JR0068'TRACK.
 JR0068'
 JR0068'NOTE BY USGS, 1955--STATION RECOVERED IN GOOD CONDITION AS
 JR0068'DESCRIBED BY C AND GS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0744 ***********************************************************************
 GR0744  DESIGNATION -  E 364
 GR0744  PID         -  GR0744
 GR0744  STATE/COUNTY-  NV/CLARK
 GR0744  USGS QUAD   -  FARRIER (1969)
 GR0744
 GR0744                         *CURRENT SURVEY CONTROL
 GR0744  ___________________________________________________________________
 GR0744* NAD 83(1986)-  36 47 29.     (N)    114 38 46.     (W)     SCALED    
 GR0744* NAVD 88     -       530.246  (meters)    1739.65   (feet)  ADJUSTED  
 GR0744  ___________________________________________________________________
 GR0744  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GR0744  DYNAMIC HT  -         529.741 (meters)    1737.99  (feet)  COMP
 GR0744  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 GR0744
 GR0744  VERT ORDER  -  FIRST     CLASS II
 GR0744
 GR0744.The horizontal coordinates were scaled from a topographic map and have
 GR0744.an estimated accuracy of +/- 6 seconds.
 GR0744
 GR0744.The orthometric height was determined by differential leveling
 GR0744.and adjusted by the National Geodetic Survey in June 1991..
 GR0744
 GR0744.The geoid height was determined by GEOID03.
 GR0744
 GR0744.The dynamic height is computed by dividing the NAVD 88
 GR0744.geopotential number by the normal gravity value computed on the
 GR0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0744.degrees latitude (g = 980.6199 gals.).
 GR0744
 GR0744.The modeled gravity was interpolated from observed gravity values.
 GR0744
 GR0744;                    North         East    Units  Estimated Accuracy
 GR0744;SPC NV E     - 8,226,890.      283,640.      MT  (+/- 180 meters Scaled)
 GR0744
 GR0744                          SUPERSEDED SURVEY CONTROL
 GR0744
 GR0744  NGVD 29 (??/??/92)  529.572  (m)         1737.44   (f) ADJ UNCH    1 2
 GR0744
 GR0744.Superseded values are not recommended for survey control.
 GR0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0744.See file dsdata.txt to determine how the superseded data were derived.
 GR0744
 GR0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA100743(NAD 83)
 GR0744_MARKER: DB = BENCH MARK DISK
 GR0744_SETTING: 66 = SET IN ROCK OUTCROP
 GR0744_SP_SET: CONGLOMERATE OUTCROP
 GR0744_STAMPING: E 364 1963
 GR0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0744+STABILITY: POSITION/ELEVATION WELL
 GR0744
 GR0744  HISTORY     - Date     Condition        Report By
 GR0744  HISTORY     - 1963     MONUMENTED       CGS
 GR0744
 GR0744                          STATION DESCRIPTION
 GR0744
 GR0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0744'8.4 MI N FROM MOAPA.
 GR0744'8.4 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0744'MOAPA, 52 FEET EAST-SOUTHEAST OF THE THIRD POLE SOUTH OF MILEPOLE 391
 GR0744'1/2, AT THE SOUTH END OF A CUT, SET VERTICALLY IN THE EAST FACE OF A
 GR0744'MASSIVE CONGLOMERATE OUTCROP, 8.5 FEET WEST OF THE WEST RAIL, 1 POLE
 GR0744'NORTH OF CULVERT 391.40, ABOUT LEVEL WITH THE TOP OF THE RAIL, AND 2
 GR0744'FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0530 ***********************************************************************
 GR0530  DESIGNATION -  E 366
 GR0530  PID         -  GR0530
 GR0530  STATE/COUNTY-  NV/CLARK
 GR0530  USGS QUAD   -  BOULDER BEACH (1970)
 GR0530
 GR0530                         *CURRENT SURVEY CONTROL
 GR0530  ___________________________________________________________________
 GR0530* NAD 83(1986)-  36 04 19.     (N)    114 49 09.     (W)     SCALED    
 GR0530* NAVD 88     -       411.831  (meters)    1351.15   (feet)  POSTED    
 GR0530  ___________________________________________________________________
 GR0530  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GR0530  DYNAMIC HT  -         411.430 (meters)    1349.83  (feet)  COMP
 GR0530  MODELED GRAV-     979,656.9   (mgal)                       NAVD 88
 GR0530
 GR0530  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0530
 GR0530.The horizontal coordinates were scaled from a topographic map and have
 GR0530.an estimated accuracy of +/- 6 seconds.
 GR0530
 GR0530.The orthometric height was determined by differential leveling
 GR0530.and adjusted by the National Geodetic Survey in 1992..
 GR0530.No vertical observational check was made to the station.
 GR0530.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0530.was located on a no-check spur therefore a value was not computed.
 GR0530
 GR0530.The geoid height was determined by GEOID03.
 GR0530
 GR0530.The dynamic height is computed by dividing the NAVD 88
 GR0530.geopotential number by the normal gravity value computed on the
 GR0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0530.degrees latitude (g = 980.6199 gals.).
 GR0530
 GR0530.The modeled gravity was interpolated from observed gravity values.
 GR0530
 GR0530;                    North         East    Units  Estimated Accuracy
 GR0530;SPC NV E     - 8,146,920.      268,830.      MT  (+/- 180 meters Scaled)
 GR0530
 GR0530                          SUPERSEDED SURVEY CONTROL
 GR0530
 GR0530  NGVD 29 (??/??/92)  411.133  (m)         1348.86   (f) ADJ UNCH    1 2
 GR0530
 GR0530.Superseded values are not recommended for survey control.
 GR0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0530.See file dsdata.txt to determine how the superseded data were derived.
 GR0530
 GR0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV963941(NAD 83)
 GR0530_MARKER: DB = BENCH MARK DISK
 GR0530_SETTING: 66 = SET IN ROCK OUTCROP
 GR0530_SP_SET: CUT BANK
 GR0530_STAMPING: E 366 1963
 GR0530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0530+STABILITY: POSITION/ELEVATION WELL
 GR0530
 GR0530  HISTORY     - Date     Condition        Report By
 GR0530  HISTORY     - 1963     MONUMENTED       CGS
 GR0530  HISTORY     - 1990     GOOD             USPSQD
 GR0530
 GR0530                          STATION DESCRIPTION
 GR0530
 GR0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0530'9.0 MI NE FROM BOULDER CITY.
 GR0530'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 93 FROM THE U.S. BUREAU OF
 GR0530'RECLAMATION ADMINISTRATION BUILDING AT BOULDER CITY, THENCE 4.9 MILES
 GR0530'NORTH ALONG STATE HIGHWAY 41, AT THE SOUTH END OF A CUT, SET
 GR0530'VERTICALLY IN THE EAST FACE OF A ROCK CUT BANK, 15 FEET WEST OF THE
 GR0530'CENTER LINE OF THE HIGHWAY, 135 FEET NORTH OF THE CENTER OF THE WEST
 GR0530'END OF AN 18-INCH PIPE CULVERT, AND ABOUT 1 1/2 FEET ABOVE THE GROUND
 GR0530'AND HIGHWAY.
 GR0530
 GR0530                          STATION RECOVERY (1990)
 GR0530
 GR0530'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1211 ***********************************************************************
 GR1211  DESIGNATION -  E 367 RESET
 GR1211  PID         -  GR1211
 GR1211  STATE/COUNTY-  NV/CLARK
 GR1211  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1211
 GR1211                         *CURRENT SURVEY CONTROL
 GR1211  ___________________________________________________________________
 GR1211* NAD 83(1986)-  36 09 33.     (N)    115 10 21.     (W)     SCALED    
 GR1211* NAVD 88     -       630.93   (+/-2cm)    2070.0    (feet)  VERTCON   
 GR1211  ___________________________________________________________________
 GR1211  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GR1211
 GR1211  VERT ORDER  -  THIRD (See Below)
 GR1211
 GR1211.The horizontal coordinates were scaled from a topographic map and have
 GR1211.an estimated accuracy of +/- 6 seconds.
 GR1211
 GR1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1211.The vertical order pertains to the NGVD 29 superseded value.
 GR1211
 GR1211.The geoid height was determined by GEOID03.
 GR1211
 GR1211;                    North         East    Units  Estimated Accuracy
 GR1211;SPC NV E     - 8,156,410.      236,960.      MT  (+/- 180 meters Scaled)
 GR1211
 GR1211                          SUPERSEDED SURVEY CONTROL
 GR1211
 GR1211  NGVD 29 (07/31/00)  630.31   (m)         2067.9    (f) RESET       3  
 GR1211
 GR1211.Superseded values are not recommended for survey control.
 GR1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1211.See file dsdata.txt to determine how the superseded data were derived.
 GR1211
 GR1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA643031(NAD 83)
 GR1211_MARKER: DB = BENCH MARK DISK
 GR1211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR1211_SP_SET: CURB
 GR1211_STAMPING: E 397 RESET 1968
 GR1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1211
 GR1211  HISTORY     - Date     Condition        Report By
 GR1211  HISTORY     - 1968     MONUMENTED       CGS
 GR1211  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GR1211
 GR1211                          STATION DESCRIPTION
 GR1211
 GR1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GR1211'IN LAS VEGAS.
 GR1211'ON THE WEST SIDE OF LAS VEGAS, IN THE NORTHEAST QUADRANT OF THE
 GR1211'CROSSROAD INTERSECTION OF CHARLESTON BOULEVARD AND RANCHO ROAD,
 GR1211'CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE TOP OF THE EAST
 GR1211'CONCRETE CURB OF RANCHO ROAD. IT IS 115.5 FEET NORTH OF THE CENTER OF
 GR1211'CHARLESTON BOULEVARD, 43.0 FEET WEST OF THE SOUTHWEST CORNER OF A
 GR1211'UNION OIL COMPANY SERVICE STATION BUILDING, 36.0 FEET EAST OF THE
 GR1211'CENTER OF RANCHO ROAD AND 1.7 FEET WEST OF THE CENTER OF THE BASE OF A
 GR1211'STEEL LIGHT STANDARD.
 GR1211
 GR1211                          STATION RECOVERY (1990)
 GR1211
 GR1211'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR1211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1238 ***********************************************************************
 GR1238  DESIGNATION -  E 368
 GR1238  PID         -  GR1238
 GR1238  STATE/COUNTY-  NV/CLARK
 GR1238  USGS QUAD   -  BLUE DIAMOND NE (1983)
 GR1238
 GR1238                         *CURRENT SURVEY CONTROL
 GR1238  ___________________________________________________________________
 GR1238* NAD 83(1986)-  36 09 16.     (N)    115 21 47.     (W)     SCALED    
 GR1238* NAVD 88     -      1000.29   (+/-2cm)    3281.8    (feet)  VERTCON   
 GR1238  ___________________________________________________________________
 GR1238  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 GR1238
 GR1238  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1238
 GR1238.The horizontal coordinates were scaled from a topographic map and have
 GR1238.an estimated accuracy of +/- 6 seconds.
 GR1238
 GR1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1238.The vertical order pertains to the NGVD 29 superseded value.
 GR1238
 GR1238.The geoid height was determined by GEOID03.
 GR1238
 GR1238;                    North         East    Units  Estimated Accuracy
 GR1238;SPC NV E     - 8,155,830.      219,820.      MT  (+/- 180 meters Scaled)
 GR1238
 GR1238                          SUPERSEDED SURVEY CONTROL
 GR1238
 GR1238  NGVD 29 (??/??/92)  999.555  (m)         3279.37   (f) ADJ UNCH    1 2
 GR1238
 GR1238.Superseded values are not recommended for survey control.
 GR1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1238.See file dsdata.txt to determine how the superseded data were derived.
 GR1238
 GR1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA472023(NAD 83)
 GR1238_MARKER: DB = BENCH MARK DISK
 GR1238_SETTING: 66 = SET IN ROCK OUTCROP
 GR1238_SP_SET: OUTCROP
 GR1238_STAMPING: E 368 1963
 GR1238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1238+STABILITY: POSITION/ELEVATION WELL
 GR1238
 GR1238  HISTORY     - Date     Condition        Report By
 GR1238  HISTORY     - 1963     MONUMENTED       CGS
 GR1238  HISTORY     - 1972     GOOD             USGS
 GR1238  HISTORY     - 19961120 MARK NOT FOUND   USPSQD
 GR1238
 GR1238                          STATION DESCRIPTION
 GR1238
 GR1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1238'13.75 MI W FROM LAS VEGAS.
 GR1238'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR1238'AT LAS VEGAS, THENCE 12.75 MILES WEST ALONG CHARLESTON BOULEVARD, ON
 GR1238'THE INSIDE OF A CURVE, ABOUT 90 YARDS SOUTH OF AND ACROSS THE
 GR1238'BOULEVARD FROM THE NORTHEAST END OF A ROCK LEVEE, ON THE NORTH END OF
 GR1238'A NORTH-SOUTH OUTCROP RIDGE, IN THE TOP OF AN OUTCROP WHICH PROJECTS
 GR1238'1.0 FOOT ABOVE THE GROUND, 257 FEET SOUTHEAST OF THE CENTER LINE OF
 GR1238'THE BOULEVARD, 170.6 FEET SOUTHWEST OF BENCH MARK D 368, AND ABOUT 50
 GR1238'FEET HIGHER THAN THE BOULEVARD.
 GR1238
 GR1238                          STATION RECOVERY (1972)
 GR1238
 GR1238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GR1238'RECOVERED IN GOOD CONDITION.
 GR1238
 GR1238                          STATION RECOVERY (1996)
 GR1238
 GR1238'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0950 ***********************************************************************
 GR0950  DESIGNATION -  E 369
 GR0950  PID         -  GR0950
 GR0950  STATE/COUNTY-  NV/CLARK
 GR0950  USGS QUAD   -  LAS VEGAS NW (1983)
 GR0950
 GR0950                         *CURRENT SURVEY CONTROL
 GR0950  ___________________________________________________________________
 GR0950* NAD 83(1986)-  36 14 23.     (N)    115 10 02.     (W)     SCALED    
 GR0950* NAVD 88     -       644.09   (+/-2cm)    2113.2    (feet)  VERTCON   
 GR0950  ___________________________________________________________________
 GR0950  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR0950
 GR0950  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0950
 GR0950.The horizontal coordinates were scaled from a topographic map and have
 GR0950.an estimated accuracy of +/- 6 seconds.
 GR0950
 GR0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0950.The vertical order pertains to the NGVD 29 superseded value.
 GR0950
 GR0950.The geoid height was determined by GEOID03.
 GR0950
 GR0950;                    North         East    Units  Estimated Accuracy
 GR0950;SPC NV E     - 8,165,350.      237,400.      MT  (+/- 180 meters Scaled)
 GR0950
 GR0950                          SUPERSEDED SURVEY CONTROL
 GR0950
 GR0950  NGVD 29 (??/??/92)  643.446  (m)         2111.04   (f) ADJ UNCH    1 2
 GR0950
 GR0950.Superseded values are not recommended for survey control.
 GR0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0950.See file dsdata.txt to determine how the superseded data were derived.
 GR0950
 GR0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA646120(NAD 83)
 GR0950_MARKER: DB = BENCH MARK DISK
 GR0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0950_STAMPING: E 369 1963
 GR0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0950+STABILITY: SURFACE MOTION
 GR0950
 GR0950  HISTORY     - Date     Condition        Report By
 GR0950  HISTORY     - 1963     MONUMENTED       CGS
 GR0950  HISTORY     - 19961121 GOOD             USPSQD
 GR0950
 GR0950                          STATION DESCRIPTION
 GR0950
 GR0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0950'9.15 MI N FROM LAS VEGAS.
 GR0950'5.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0950'AT LAS VEGAS, THENCE 3.55 MILES WEST ALONG CRAIG ROAD, 51 FEET NORTH
 GR0950'OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET EAST OF POWER POLE 35829,
 GR0950'1.8 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, A
 GR0950'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO SUDDEN
 GR0950'REFUSAL AT A DEPTH OF 20 FEET.  THE UPPER PORTION OF THE ROD IS
 GR0950'ENCASED IN A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR0950
 GR0950                          STATION RECOVERY (1996)
 GR0950
 GR0950'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0043 ***********************************************************************
 LQ0043  DESIGNATION -  E 37
 LQ0043  PID         -  LQ0043
 LQ0043  STATE/COUNTY-  NV/ELKO
 LQ0043  USGS QUAD   -  PILOT (1982)
 LQ0043
 LQ0043                         *CURRENT SURVEY CONTROL
 LQ0043  ___________________________________________________________________
 LQ0043* NAD 83(1986)-  40 48 28.     (N)    114 13 31.     (W)     SCALED    
 LQ0043* NAVD 88     -      1540.301  (meters)    5053.47   (feet)  ADJUSTED  
 LQ0043  ___________________________________________________________________
 LQ0043  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 LQ0043  DYNAMIC HT  -        1539.069 (meters)    5049.43  (feet)  COMP
 LQ0043  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 LQ0043
 LQ0043  VERT ORDER  -  SECOND    CLASS 0
 LQ0043
 LQ0043.The horizontal coordinates were scaled from a topographic map and have
 LQ0043.an estimated accuracy of +/- 6 seconds.
 LQ0043
 LQ0043.The orthometric height was determined by differential leveling
 LQ0043.and adjusted by the National Geodetic Survey in June 1991..
 LQ0043
 LQ0043.The geoid height was determined by GEOID03.
 LQ0043
 LQ0043.The dynamic height is computed by dividing the NAVD 88
 LQ0043.geopotential number by the normal gravity value computed on the
 LQ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0043.degrees latitude (g = 980.6199 gals.).
 LQ0043
 LQ0043.The modeled gravity was interpolated from observed gravity values.
 LQ0043
 LQ0043;                    North         East    Units  Estimated Accuracy
 LQ0043;SPC NV E     - 8,673,190.      314,580.      MT  (+/- 180 meters Scaled)
 LQ0043
 LQ0043                          SUPERSEDED SURVEY CONTROL
 LQ0043
 LQ0043  NGVD 29 (??/??/92) 1539.286  (m)         5050.14   (f) ADJ UNCH    2 0
 LQ0043
 LQ0043.Superseded values are not recommended for survey control.
 LQ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0043.See file dsdata.txt to determine how the superseded data were derived.
 LQ0043
 LQ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF340211(NAD 83)
 LQ0043_MARKER: DB = BENCH MARK DISK
 LQ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0043_STAMPING: E 37 1934
 LQ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0043+STABILITY: SURFACE MOTION
 LQ0043
 LQ0043  HISTORY     - Date     Condition        Report By
 LQ0043  HISTORY     - 1934     MONUMENTED       CGS
 LQ0043  HISTORY     - 1958     GOOD             NGS
 LQ0043
 LQ0043                          STATION DESCRIPTION
 LQ0043
 LQ0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LQ0043'15.7 MI W FROM WENDOVER, UT.
 LQ0043'IN ELKO COUNTY, NEVADA, 15.7 MILES WEST ALONG THE WESTERN PACIFIC
 LQ0043'RAILROAD FROM THE UTAH-NEVADA STATE LINE AT WENDOVER, TOOELE COUNTY,
 LQ0043'UTAH, 140 FEET EAST OF MILEPOST 790, ON THE TOP OF A SMALL RIDGE, 90
 LQ0043'FEET EAST OF THE CENTERLINE OF THE TRACK, ABOUT 6 FEET LOWER THAN THE
 LQ0043'RAIL, AND SET ON THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0506 ***********************************************************************
 GR0506  DESIGNATION -  E 371
 GR0506  PID         -  GR0506
 GR0506  STATE/COUNTY-  NV/CLARK
 GR0506  USGS QUAD   -  BOULDER CANYON (1983)
 GR0506
 GR0506                         *CURRENT SURVEY CONTROL
 GR0506  ___________________________________________________________________
 GR0506* NAD 83(1986)-  36 10 22.     (N)    114 33 10.     (W)     SCALED    
 GR0506* NAVD 88     -       369.851  (meters)    1213.42   (feet)  POSTED    
 GR0506  ___________________________________________________________________
 GR0506  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 GR0506  DYNAMIC HT  -         369.500 (meters)    1212.27  (feet)  COMP
 GR0506  MODELED GRAV-     979,666.4   (mgal)                       NAVD 88
 GR0506
 GR0506  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0506
 GR0506.The horizontal coordinates were scaled from a topographic map and have
 GR0506.an estimated accuracy of +/- 6 seconds.
 GR0506
 GR0506.The orthometric height was determined by differential leveling
 GR0506.and adjusted by the National Geodetic Survey in 1992..
 GR0506.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0506.rate of 0.0 thru 1.0 mm/km.
 GR0506
 GR0506.The geoid height was determined by GEOID03.
 GR0506
 GR0506.The dynamic height is computed by dividing the NAVD 88
 GR0506.geopotential number by the normal gravity value computed on the
 GR0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0506.degrees latitude (g = 980.6199 gals.).
 GR0506
 GR0506.The modeled gravity was interpolated from observed gravity values.
 GR0506
 GR0506;                    North         East    Units  Estimated Accuracy
 GR0506;SPC NV E     - 8,158,330.      292,710.      MT  (+/- 180 meters Scaled)
 GR0506
 GR0506                          SUPERSEDED SURVEY CONTROL
 GR0506
 GR0506  NGVD 29 (??/??/92)  369.170  (m)         1211.19   (f) ADJ UNCH    1 2
 GR0506
 GR0506.Superseded values are not recommended for survey control.
 GR0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0506.See file dsdata.txt to determine how the superseded data were derived.
 GR0506
 GR0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA201058(NAD 83)
 GR0506_MARKER: DB = BENCH MARK DISK
 GR0506_SETTING: 66 = SET IN ROCK OUTCROP
 GR0506_SP_SET: OUTCROP
 GR0506_STAMPING: E 371 1963
 GR0506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0506+STABILITY: POSITION/ELEVATION WELL
 GR0506
 GR0506  HISTORY     - Date     Condition        Report By
 GR0506  HISTORY     - 1963     MONUMENTED       CGS
 GR0506  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0506
 GR0506                          STATION DESCRIPTION
 GR0506
 GR0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0506'IN MOUTH OF BOULDER WASH.
 GR0506'AT THE MOUTH OF BOULDER WASH, 62 FEET SOUTHEAST OF BENCH MARK B 303,
 GR0506'IN THE TOP OF AN OUTCROP.
 GR0506
 GR0506                          STATION RECOVERY (1979)
 GR0506
 GR0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0192 ***********************************************************************
 KR0192  DESIGNATION -  E 372
 KR0192  PID         -  KR0192
 KR0192  STATE/COUNTY-  NV/CHURCHILL
 KR0192  USGS QUAD   -  LAHONTAN MTS (1985)
 KR0192
 KR0192                         *CURRENT SURVEY CONTROL
 KR0192  ___________________________________________________________________
 KR0192* NAD 83(1986)-  39 28 08.     (N)    118 33 22.     (W)     SCALED    
 KR0192* NAVD 88     -      1195.369  (meters)    3921.81   (feet)  ADJUSTED  
 KR0192  ___________________________________________________________________
 KR0192  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KR0192  DYNAMIC HT  -        1194.347 (meters)    3918.45  (feet)  COMP
 KR0192  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 KR0192
 KR0192  VERT ORDER  -  FIRST     CLASS II
 KR0192
 KR0192.The horizontal coordinates were scaled from a topographic map and have
 KR0192.an estimated accuracy of +/- 6 seconds.
 KR0192
 KR0192.The orthometric height was determined by differential leveling
 KR0192.and adjusted by the National Geodetic Survey in June 1991..
 KR0192
 KR0192.The geoid height was determined by GEOID03.
 KR0192
 KR0192.The dynamic height is computed by dividing the NAVD 88
 KR0192.geopotential number by the normal gravity value computed on the
 KR0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0192.degrees latitude (g = 980.6199 gals.).
 KR0192
 KR0192.The modeled gravity was interpolated from observed gravity values.
 KR0192
 KR0192;                    North         East    Units  Estimated Accuracy
 KR0192;SPC NV W     - 4,523,650.      802,340.      MT  (+/- 180 meters Scaled)
 KR0192
 KR0192                          SUPERSEDED SURVEY CONTROL
 KR0192
 KR0192  NGVD 29 (??/??/92) 1194.41   (m)         3918.7    (f) COMPUTED    1 2
 KR0192
 KR0192.Superseded values are not recommended for survey control.
 KR0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0192.See file dsdata.txt to determine how the superseded data were derived.
 KR0192
 KR0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD661699(NAD 83)
 KR0192_MARKER: DB = BENCH MARK DISK
 KR0192_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KR0192_SP_SET: 18 FT
 KR0192_STAMPING: E 372 1967
 KR0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0192
 KR0192  HISTORY     - Date     Condition        Report By
 KR0192  HISTORY     - 1967     MONUMENTED       CGS
 KR0192
 KR0192                          STATION DESCRIPTION
 KR0192
 KR0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KR0192'5.3 MI S FROM STILLWATER.
 KR0192'ABOUT 1.5 MILES WEST ALONG STILLWATER ROAD FROM BRIDGE NUMBER 293 OVER
 KR0192'A LARGE DRAINAGE DITCH AT STILLWATER, THENCE 1.65 MILES SOUTH ALONG A
 KR0192'DIRT ROAD WHICH PARALLELS THE WEST SIDE OF AN IRRIGATION CANAL, THENCE
 KR0192'0.55 MILE SOUTHEAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTHWEST
 KR0192'SIDE OF AN IRRIGATION CANAL, THENCE 1.6 MILES SOUTH ALONG A DIRT ROAD,
 KR0192'IN SECTION 36, T 19 N, R 30 E, 32 FEET EAST OF THE CENTER LINE OF THE
 KR0192'ROAD, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 KR0192'LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 KR0192'IS DRIVEN TO A DEPTH OF 18 FEET AND IS ENCASED IN A 5-INCH IRON PIPE
 KR0192'WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0032 ***********************************************************************
 HQ0032  DESIGNATION -  E 373
 HQ0032  PID         -  HQ0032
 HQ0032  STATE/COUNTY-  NV/NYE
 HQ0032  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0032
 HQ0032                         *CURRENT SURVEY CONTROL
 HQ0032  ___________________________________________________________________
 HQ0032* NAD 83(1986)-  37 47 27.     (N)    116 40 48.     (W)     SCALED    
 HQ0032* NAVD 88     -      1640.851  (meters)    5383.36   (feet)  ADJUSTED  
 HQ0032  ___________________________________________________________________
 HQ0032  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 HQ0032  DYNAMIC HT  -        1639.005 (meters)    5377.30  (feet)  COMP
 HQ0032  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 HQ0032
 HQ0032  VERT ORDER  -  FIRST     CLASS II
 HQ0032
 HQ0032.The horizontal coordinates were scaled from a topographic map and have
 HQ0032.an estimated accuracy of +/- 6 seconds.
 HQ0032
 HQ0032.The orthometric height was determined by differential leveling
 HQ0032.and adjusted by the National Geodetic Survey in June 1991..
 HQ0032
 HQ0032.The geoid height was determined by GEOID03.
 HQ0032
 HQ0032.The dynamic height is computed by dividing the NAVD 88
 HQ0032.geopotential number by the normal gravity value computed on the
 HQ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0032.degrees latitude (g = 980.6199 gals.).
 HQ0032
 HQ0032.The modeled gravity was interpolated from observed gravity values.
 HQ0032
 HQ0032;                    North         East    Units  Estimated Accuracy
 HQ0032;SPC NV C     - 6,337,390.      498,830.      MT  (+/- 180 meters Scaled)
 HQ0032
 HQ0032                          SUPERSEDED SURVEY CONTROL
 HQ0032
 HQ0032.No superseded survey control is available for this station.
 HQ0032
 HQ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB281826(NAD 83)
 HQ0032_MARKER: DB = BENCH MARK DISK
 HQ0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0032_STAMPING: E 373 1968
 HQ0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0032+STABILITY: SURFACE MOTION
 HQ0032
 HQ0032  HISTORY     - Date     Condition        Report By
 HQ0032  HISTORY     - 1968     MONUMENTED       CGS
 HQ0032
 HQ0032                          STATION DESCRIPTION
 HQ0032
 HQ0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0032'13 MI SE FROM TONOPAH TEST RANGE.
 HQ0032'8.2 MILES SOUTH ALONG AN ASPHALT ROAD FROM POINT ABLE AT TONOPAH
 HQ0032'TEST RANGE, THENCE 3.25 MILES EAST ALONG A DIRT ROAD, THENCE
 HQ0032'0.75 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.8 MILE NORTHEAST
 HQ0032'ALONG A GRAVELED ROAD, 1.05 MILES SOUTHWEST OF BENCH MARK F 373,
 HQ0032'0.3 MILE SOUTH AND 0.8 MILE NORTHEAST OF IMPACT TRIANGULATION
 HQ0032'STATION, 62 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.2
 HQ0032'FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 HQ0032'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 HQ0032'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1370 ***********************************************************************
 KR1370  DESIGNATION -  E 374
 KR1370  PID         -  KR1370
 KR1370  STATE/COUNTY-  NV/WASHOE
 KR1370  USGS QUAD   -  VERDI (1982)
 KR1370
 KR1370                         *CURRENT SURVEY CONTROL
 KR1370  ___________________________________________________________________
 KR1370* NAD 83(1986)-  39 30 49.     (N)    119 54 43.     (W)     SCALED    
 KR1370* NAVD 88     -      1425.980  (meters)    4678.40   (feet)  ADJUSTED  
 KR1370  ___________________________________________________________________
 KR1370  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KR1370  DYNAMIC HT  -        1424.680 (meters)    4674.14  (feet)  COMP
 KR1370  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 KR1370
 KR1370  VERT ORDER  -  FIRST     CLASS I
 KR1370
 KR1370.The horizontal coordinates were scaled from a topographic map and have
 KR1370.an estimated accuracy of +/- 6 seconds.
 KR1370
 KR1370.The orthometric height was determined by differential leveling
 KR1370.and adjusted by the National Geodetic Survey in June 1991..
 KR1370
 KR1370.The geoid height was determined by GEOID03.
 KR1370
 KR1370.The dynamic height is computed by dividing the NAVD 88
 KR1370.geopotential number by the normal gravity value computed on the
 KR1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1370.degrees latitude (g = 980.6199 gals.).
 KR1370
 KR1370.The modeled gravity was interpolated from observed gravity values.
 KR1370
 KR1370;                    North         East    Units  Estimated Accuracy
 KR1370;SPC NV W     - 4,529,460.      685,750.      MT  (+/- 180 meters Scaled)
 KR1370
 KR1370                          SUPERSEDED SURVEY CONTROL
 KR1370
 KR1370  NGVD 29 (??/??/92) 1424.88   (m)         4674.8    (f) COMPUTED    1 1
 KR1370
 KR1370.Superseded values are not recommended for survey control.
 KR1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1370.See file dsdata.txt to determine how the superseded data were derived.
 KR1370
 KR1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD496778(NAD 83)
 KR1370_MARKER: DB = BENCH MARK DISK
 KR1370_SETTING: 66 = SET IN ROCK OUTCROP
 KR1370_SP_SET: SET IN ROCK OUTCROP
 KR1370_STAMPING: E 374 1969
 KR1370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1370+STABILITY: POSITION/ELEVATION WELL
 KR1370
 KR1370  HISTORY     - Date     Condition        Report By
 KR1370  HISTORY     - 1969     MONUMENTED       CGS
 KR1370
 KR1370                          STATION DESCRIPTION
 KR1370
 KR1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KR1370'4.6 MI E FROM VERDI.
 KR1370'4.6 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1370'CROSSING OF BRIDGE STREET AT VERDI, 0.3 MILE WEST OF THE CROSSING OF A
 KR1370'ROAD TO HOLIDAY LODGE, AT A GRANITE ROCK CUT, SET VERTICALLY IN THE
 KR1370'SOUTHEAST FACE OF A GRANITE ROCK OUTCROP WHICH PROJECTS ABOUT 7 FEET
 KR1370'ABOVE THE GROUND, 11.4 FEET NORTH OF THE NORTH RAIL OF THE EASTBOUND
 KR1370'TRACK, 77 FEET EAST OF MILEPOLE 237, 68 FEET WEST OF THE NORTHWEST
 KR1370'STEEL LEG OF OVERHEAD SIGNAL 2370, ABOUT 2 1/2 FEET HIGHER THAN THE
 KR1370'TRACK AND 3.0 FEET ABOVE THE GROUND.  SECTION 13, T19N, R18E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0282 ***********************************************************************
 LQ0282  DESIGNATION -  E 38
 LQ0282  PID         -  LQ0282
 LQ0282  STATE/COUNTY-  NV/ELKO
 LQ0282  USGS QUAD   -  SNOW WATER LAKE NE (1980)
 LQ0282
 LQ0282                         *CURRENT SURVEY CONTROL
 LQ0282  ___________________________________________________________________
 LQ0282* NAD 83(1986)-  40 52 36.     (N)    114 51 09.     (W)     SCALED    
 LQ0282* NAVD 88     -      1719.391  (meters)    5641.04   (feet)  ADJUSTED  
 LQ0282  ___________________________________________________________________
 LQ0282  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 LQ0282  DYNAMIC HT  -        1717.928 (meters)    5636.24  (feet)  COMP
 LQ0282  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 LQ0282
 LQ0282  VERT ORDER  -  SECOND    CLASS 0
 LQ0282
 LQ0282.The horizontal coordinates were scaled from a topographic map and have
 LQ0282.an estimated accuracy of +/- 6 seconds.
 LQ0282
 LQ0282.The orthometric height was determined by differential leveling
 LQ0282.and adjusted by the National Geodetic Survey in June 1991..
 LQ0282
 LQ0282.The geoid height was determined by GEOID03.
 LQ0282
 LQ0282.The dynamic height is computed by dividing the NAVD 88
 LQ0282.geopotential number by the normal gravity value computed on the
 LQ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0282.degrees latitude (g = 980.6199 gals.).
 LQ0282
 LQ0282.The modeled gravity was interpolated from observed gravity values.
 LQ0282
 LQ0282;                    North         East    Units  Estimated Accuracy
 LQ0282;SPC NV E     - 8,680,210.      261,600.      MT  (+/- 180 meters Scaled)
 LQ0282
 LQ0282                          SUPERSEDED SURVEY CONTROL
 LQ0282
 LQ0282  NGVD 29 (??/??/92) 1718.246  (m)         5637.28   (f) ADJ UNCH    2 0
 LQ0282
 LQ0282.Superseded values are not recommended for survey control.
 LQ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0282.See file dsdata.txt to determine how the superseded data were derived.
 LQ0282
 LQ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF809272(NAD 83)
 LQ0282_MARKER: DB = BENCH MARK DISK
 LQ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0282_STAMPING: E 38 1934
 LQ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0282+STABILITY: SURFACE MOTION
 LQ0282
 LQ0282  HISTORY     - Date     Condition        Report By
 LQ0282  HISTORY     - 1934     MONUMENTED       CGS
 LQ0282
 LQ0282                          STATION DESCRIPTION
 LQ0282
 LQ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0282'19.4 MI E FROM WELLS.
 LQ0282'19.4 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 LQ0282'AT WELLS, ELKO COUNTY, 287 FEET EAST OF MILEPOST 736, 66 FEET SOUTH OF
 LQ0282'THE CENTERLINE OF THE TRACK, 52 FEET NORTH OF THE RIGHT-OF-WAY FENCE,
 LQ0282'AND ABOUT 2 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED E 38
 LQ0282'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0406 ***********************************************************************
 JQ0406  DESIGNATION -  E 381
 JQ0406  PID         -  JQ0406
 JQ0406  STATE/COUNTY-  NV/NYE
 JQ0406  USGS QUAD   -  GABBS (1988)
 JQ0406
 JQ0406                         *CURRENT SURVEY CONTROL
 JQ0406  ___________________________________________________________________
 JQ0406* NAD 83(1986)-  38 48 05.     (N)    117 57 49.     (W)     SCALED    
 JQ0406* NAVD 88     -      1441.00   (+/-2cm)    4727.7    (feet)  VERTCON   
 JQ0406  ___________________________________________________________________
 JQ0406  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 JQ0406
 JQ0406  VERT ORDER  -  FIRST     CLASS II (See Below)
 JQ0406
 JQ0406.The horizontal coordinates were scaled from a topographic map and have
 JQ0406.an estimated accuracy of +/- 6 seconds.
 JQ0406
 JQ0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0406.The vertical order pertains to the NGVD 29 superseded value.
 JQ0406
 JQ0406.The geoid height was determined by GEOID03.
 JQ0406
 JQ0406;                    North         East    Units  Estimated Accuracy
 JQ0406;SPC NV C     - 6,450,350.      387,350.      MT  (+/- 180 meters Scaled)
 JQ0406
 JQ0406                          SUPERSEDED SURVEY CONTROL
 JQ0406
 JQ0406  NGVD 29 (??/??/92) 1439.928  (m)         4724.16   (f) ADJ UNCH    1 2
 JQ0406
 JQ0406.Superseded values are not recommended for survey control.
 JQ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0406.See file dsdata.txt to determine how the superseded data were derived.
 JQ0406
 JQ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC163951(NAD 83)
 JQ0406_MARKER: DB = BENCH MARK DISK
 JQ0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0406_STAMPING: E 381 1955
 JQ0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0406+STABILITY: SURFACE MOTION
 JQ0406
 JQ0406  HISTORY     - Date     Condition        Report By
 JQ0406  HISTORY     - 1955     MONUMENTED       CGS
 JQ0406  HISTORY     - 1984     GOOD             NGS
 JQ0406
 JQ0406                          STATION DESCRIPTION
 JQ0406
 JQ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JQ0406'5.5 MI S FROM GABBS.
 JQ0406'0.4 MILE SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS, THENCE
 JQ0406'4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 23, THENCE 1.0 MILE SOUTH
 JQ0406'ALONG A GRADED ROAD, 0.55 MILE SOUTH OF THE Y JUNCTION OF A TRACK ROAD
 JQ0406'LEADING SOUTH, 0.3 MILE SOUTH OF THE CROSSING OF A DRY WASH, 62 FEET
 JQ0406'WEST OF THE CENTER LINE OF THE TRACK ROAD, 31 1/2 FEET EAST OF THE
 JQ0406'CENTER LINE OF THE GRADED ROAD, 1.8 FEET NORTH OF A WITNESS POST,
 JQ0406'ABOUT LEVEL WITH THE GRADED ROAD, AND SET IN THE TOP OF A CONCRETE
 JQ0406'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 JQ0406
 JQ0406                          STATION RECOVERY (1984)
 JQ0406
 JQ0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0393 ***********************************************************************
 JQ0393  DESIGNATION -  E 382
 JQ0393  PID         -  JQ0393
 JQ0393  STATE/COUNTY-  NV/NYE
 JQ0393  USGS QUAD   -  DOWNEYVILLE (1988)
 JQ0393
 JQ0393                         *CURRENT SURVEY CONTROL
 JQ0393  ___________________________________________________________________
 JQ0393* NAD 83(1986)-  38 55 55.     (N)    117 57 27.     (W)     SCALED    
 JQ0393* NAVD 88     -      1432.398  (meters)    4699.46   (feet)  ADJUSTED  
 JQ0393  ___________________________________________________________________
 JQ0393  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 JQ0393  DYNAMIC HT  -        1430.989 (meters)    4694.84  (feet)  COMP
 JQ0393  MODELED GRAV-     979,594.5   (mgal)                       NAVD 88
 JQ0393
 JQ0393  VERT ORDER  -  FIRST     CLASS II
 JQ0393
 JQ0393.The horizontal coordinates were scaled from a topographic map and have
 JQ0393.an estimated accuracy of +/- 6 seconds.
 JQ0393
 JQ0393.The orthometric height was determined by differential leveling
 JQ0393.and adjusted by the National Geodetic Survey in June 1991..
 JQ0393
 JQ0393.The geoid height was determined by GEOID03.
 JQ0393
 JQ0393.The dynamic height is computed by dividing the NAVD 88
 JQ0393.geopotential number by the normal gravity value computed on the
 JQ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0393.degrees latitude (g = 980.6199 gals.).
 JQ0393
 JQ0393.The modeled gravity was interpolated from observed gravity values.
 JQ0393
 JQ0393;                    North         East    Units  Estimated Accuracy
 JQ0393;SPC NV C     - 6,464,840.      388,080.      MT  (+/- 180 meters Scaled)
 JQ0393
 JQ0393                          SUPERSEDED SURVEY CONTROL
 JQ0393
 JQ0393  NGVD 29 (??/??/92) 1431.346  (m)         4696.01   (f) ADJ UNCH    1 2
 JQ0393
 JQ0393.Superseded values are not recommended for survey control.
 JQ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0393.See file dsdata.txt to determine how the superseded data were derived.
 JQ0393
 JQ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD170096(NAD 83)
 JQ0393_MARKER: DB = BENCH MARK DISK
 JQ0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0393_STAMPING: E 382 1955
 JQ0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0393+STABILITY: SURFACE MOTION
 JQ0393
 JQ0393  HISTORY     - Date     Condition        Report By
 JQ0393  HISTORY     - 1955     MONUMENTED       CGS
 JQ0393  HISTORY     - 1984     MARK NOT FOUND   NGS
 JQ0393
 JQ0393                          STATION DESCRIPTION
 JQ0393
 JQ0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JQ0393'IN GABBS AIRPORT.
 JQ0393'AT GABBS AIRPORT, 0.8 MILE NORTHWEST OF THE OFFICE BUILDING, AT THE
 JQ0393'NORTHEAST CORNER OF THE NORTH-SOUTH RUNWAY, IN LINE WITH THE EAST ROW
 JQ0393'OF RUNWAY LIGHTS, 9 1/2 FEET WEST OF A FENCE CORNER POST, 7.7 FEET
 JQ0393'NORTH OF THE NORTH RUNWAY LIGHT, 2.1 FEET SOUTH OF THE FENCE, 2.2 FEET
 JQ0393'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE
 JQ0393'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JQ0393
 JQ0393                          STATION RECOVERY (1984)
 JQ0393
 JQ0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0393'NOT SEARCHED FOR DUE TO HEAVY BLOW SAND ENROUTE TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0133 ***********************************************************************
 KR0133  DESIGNATION -  E 383
 KR0133  PID         -  KR0133
 KR0133  STATE/COUNTY-  NV/CHURCHILL
 KR0133  USGS QUAD   -  FRENCHMAN (1980)
 KR0133
 KR0133                         *CURRENT SURVEY CONTROL
 KR0133  ___________________________________________________________________
 KR0133* NAD 83(1986)-  39 16 16.     (N)    118 21 35.     (W)     SCALED    
 KR0133* NAVD 88     -      1393.490  (meters)    4571.81   (feet)  ADJUSTED  
 KR0133  ___________________________________________________________________
 KR0133  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 KR0133  DYNAMIC HT  -        1392.224 (meters)    4567.65  (feet)  COMP
 KR0133  MODELED GRAV-     979,669.6   (mgal)                       NAVD 88
 KR0133
 KR0133  VERT ORDER  -  FIRST     CLASS II
 KR0133
 KR0133.The horizontal coordinates were scaled from a topographic map and have
 KR0133.an estimated accuracy of +/- 6 seconds.
 KR0133
 KR0133.The orthometric height was determined by differential leveling
 KR0133.and adjusted by the National Geodetic Survey in June 1991..
 KR0133.WARNING-Repeat measurements at this control monument indicate possible
 KR0133.vertical movement.
 KR0133
 KR0133.The geoid height was determined by GEOID03.
 KR0133
 KR0133.The dynamic height is computed by dividing the NAVD 88
 KR0133.geopotential number by the normal gravity value computed on the
 KR0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0133.degrees latitude (g = 980.6199 gals.).
 KR0133
 KR0133.The modeled gravity was interpolated from observed gravity values.
 KR0133
 KR0133;                    North         East    Units  Estimated Accuracy
 KR0133;SPC NV W     - 4,501,720.      819,300.      MT  (+/- 180 meters Scaled)
 KR0133
 KR0133                          SUPERSEDED SURVEY CONTROL
 KR0133
 KR0133  NGVD 29 (??/??/92) 1392.546  (m)         4568.71   (f) ADJ UNCH    1 2
 KR0133
 KR0133.Superseded values are not recommended for survey control.
 KR0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0133.See file dsdata.txt to determine how the superseded data were derived.
 KR0133
 KR0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD827477(NAD 83)
 KR0133_MARKER: DB = BENCH MARK DISK
 KR0133_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KR0133_SP_SET: CULVERT HEADWALL
 KR0133_STAMPING: E 383 1955
 KR0133_MARK LOGO: CGS   
 KR0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0133+STABILITY: SURFACE MOTION
 KR0133
 KR0133  HISTORY     - Date     Condition        Report By
 KR0133  HISTORY     - 1955     MONUMENTED       CGS
 KR0133  HISTORY     - 1967     GOOD             NGS
 KR0133  HISTORY     - 1986     GOOD             NGS
 KR0133
 KR0133                          STATION DESCRIPTION
 KR0133
 KR0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0133'4.8 MI W FROM FRENCHMAN STATION.
 KR0133'ABOUT 4.8 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0133'FRENCHMAN STATION, IN SECTION 2, T 16 N, R 32 E, 159 FEET SOUTH OF THE
 KR0133'CENTER LINE OF NEW U.S. HIGHWAY 50, 20 FEET NORTH OF THE CENTER LINE
 KR0133'OF OLD U. S. HIGHWAY 50, SET IN THE TOP OF THE WEST END OF THE NORTH
 KR0133'CONCRETE HEAD WALL OF A 36-INCH CORRUGATED METAL CULVERT UNDER THE OLD
 KR0133'HIGHWAY, 3.0 FEET WEST OF A WOODEN WITNESS POST, ABOUT 6 FEET ABOVE
 KR0133'THE LEVEL OF THE HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE OLD
 KR0133'HIGHWAY.
 KR0133
 KR0133                          STATION RECOVERY (1986)
 KR0133
 KR0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0133'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 KR0133'ABOUT 61 METERS (200 FT) SOUTH OF THE CENTERLINE OF THE PRESENT US
 KR0133'HIGHWAY 50 AND 6.1 METERS (20 FT) NORTH OF THE CENTERLINE OF THE OLD
 KR0133'HIGHWAY GRADE.
 KR0133'THE MARK IS 1.8 M ABOVE THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0228 ***********************************************************************
 KQ0228  DESIGNATION -  E 384
 KQ0228  PID         -  KQ0228
 KQ0228  STATE/COUNTY-  NV/LANDER
 KQ0228  USGS QUAD   -  WEST OF AUSTIN (1988)
 KQ0228
 KQ0228                         *CURRENT SURVEY CONTROL
 KQ0228  ___________________________________________________________________
 KQ0228* NAD 83(1986)-  39 27 18.     (N)    117 11 59.     (W)     SCALED    
 KQ0228* NAVD 88     -      1748.089  (meters)    5735.19   (feet)  ADJUSTED  
 KQ0228  ___________________________________________________________________
 KQ0228  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 KQ0228  DYNAMIC HT  -        1746.328 (meters)    5729.41  (feet)  COMP
 KQ0228  MODELED GRAV-     979,558.0   (mgal)                       NAVD 88
 KQ0228
 KQ0228  VERT ORDER  -  FIRST     CLASS II
 KQ0228
 KQ0228.The horizontal coordinates were scaled from a topographic map and have
 KQ0228.an estimated accuracy of +/- 6 seconds.
 KQ0228
 KQ0228.The orthometric height was determined by differential leveling
 KQ0228.and adjusted by the National Geodetic Survey in June 1991..
 KQ0228
 KQ0228.The geoid height was determined by GEOID03.
 KQ0228
 KQ0228.The dynamic height is computed by dividing the NAVD 88
 KQ0228.geopotential number by the normal gravity value computed on the
 KQ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0228.degrees latitude (g = 980.6199 gals.).
 KQ0228
 KQ0228.The modeled gravity was interpolated from observed gravity values.
 KQ0228
 KQ0228;                    North         East    Units  Estimated Accuracy
 KQ0228;SPC NV C     - 6,522,240.      454,130.      MT  (+/- 180 meters Scaled)
 KQ0228
 KQ0228                          SUPERSEDED SURVEY CONTROL
 KQ0228
 KQ0228  NGVD 29 (??/??/92) 1746.853  (m)         5731.13   (f) ADJ UNCH    1 2
 KQ0228
 KQ0228.Superseded values are not recommended for survey control.
 KQ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0228.See file dsdata.txt to determine how the superseded data were derived.
 KQ0228
 KQ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD828672(NAD 83)
 KQ0228_MARKER: DB = BENCH MARK DISK
 KQ0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0228_STAMPING: E 384 1955
 KQ0228_MARK LOGO: CGS   
 KQ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0228+STABILITY: SURFACE MOTION
 KQ0228
 KQ0228  HISTORY     - Date     Condition        Report By
 KQ0228  HISTORY     - 1955     MONUMENTED       CGS
 KQ0228  HISTORY     - 1985     GOOD             NGS
 KQ0228
 KQ0228                          STATION DESCRIPTION
 KQ0228
 KQ0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0228'8.0 MI SW FROM AUSTIN.
 KQ0228'8.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0228'AT AUSTIN, 1.2 MILES SOUTHWEST OF THE ENTRANCE TO THE AUSTIN AIRPORT,
 KQ0228'ON A BARREN FLAT, 82.6 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KQ0228'HIGHWAY, 1.9 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER
 KQ0228'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 KQ0228'FOOT ABOVE THE GROUND.
 KQ0228
 KQ0228                          STATION RECOVERY (1985)
 KQ0228
 KQ0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0228'RECOVERED IN GOOD CONDITION.  NEW ROUTE TO BM FOLLOWS.  5.1 KM
 KQ0228'(3.2 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0228'AUSTIN, THENCE 8.25 KM (5.13 MI) SOUTHWEST ALONG STATE HIGHWAY 722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0314 ***********************************************************************
 KQ0314  DESIGNATION -  E 385
 KQ0314  PID         -  KQ0314
 KQ0314  STATE/COUNTY-  NV/LANDER
 KQ0314  USGS QUAD   -  CARROLL SUMMIT (1969)
 KQ0314
 KQ0314                         *CURRENT SURVEY CONTROL
 KQ0314  ___________________________________________________________________
 KQ0314* NAD 83(1986)-  39 15 44.     (N)    117 43 10.     (W)     SCALED    
 KQ0314* NAVD 88     -      2226.332  (meters)    7304.22   (feet)  ADJUSTED  
 KQ0314  ___________________________________________________________________
 KQ0314  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 KQ0314  DYNAMIC HT  -        2223.945 (meters)    7296.39  (feet)  COMP
 KQ0314  MODELED GRAV-     979,474.3   (mgal)                       NAVD 88
 KQ0314
 KQ0314  VERT ORDER  -  FIRST     CLASS II
 KQ0314
 KQ0314.The horizontal coordinates were scaled from a topographic map and have
 KQ0314.an estimated accuracy of +/- 6 seconds.
 KQ0314
 KQ0314.The orthometric height was determined by differential leveling
 KQ0314.and adjusted by the National Geodetic Survey in June 1991..
 KQ0314
 KQ0314.The geoid height was determined by GEOID03.
 KQ0314
 KQ0314.The dynamic height is computed by dividing the NAVD 88
 KQ0314.geopotential number by the normal gravity value computed on the
 KQ0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0314.degrees latitude (g = 980.6199 gals.).
 KQ0314
 KQ0314.The modeled gravity was interpolated from observed gravity values.
 KQ0314
 KQ0314;                    North         East    Units  Estimated Accuracy
 KQ0314;SPC NV C     - 6,501,240.      409,150.      MT  (+/- 180 meters Scaled)
 KQ0314
 KQ0314                          SUPERSEDED SURVEY CONTROL
 KQ0314
 KQ0314  NGVD 29 (??/??/92) 2225.004  (m)         7299.87   (f) ADJ UNCH    1 2
 KQ0314
 KQ0314.Superseded values are not recommended for survey control.
 KQ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0314.See file dsdata.txt to determine how the superseded data were derived.
 KQ0314
 KQ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD379461(NAD 83)
 KQ0314_MARKER: DB = BENCH MARK DISK
 KQ0314_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KQ0314_STAMPING: E 385 1955
 KQ0314_MARK LOGO: CGS   
 KQ0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0314+STABILITY: SURFACE MOTION
 KQ0314
 KQ0314  HISTORY     - Date     Condition        Report By
 KQ0314  HISTORY     - 1955     MONUMENTED       CGS
 KQ0314  HISTORY     - 1984     GOOD             NGS
 KQ0314
 KQ0314                          STATION DESCRIPTION
 KQ0314
 KQ0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0314'0.4 MI E FROM CARROLL SUMMIT.
 KQ0314'0.4 MILE EAST ALONG U.S. HIGHWAY 50 FROM CARROLL SUMMIT AND THE
 KQ0314'LANDER-CHURCHILL COUNTY LINE, AT A 12-INCH CORRUGATED METAL PIPE
 KQ0314'CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL,
 KQ0314'22.6 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET
 KQ0314'LOWER THAN THE HIGHWAY.
 KQ0314
 KQ0314                          STATION RECOVERY (1984)
 KQ0314
 KQ0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0314'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0314'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0076 ***********************************************************************
 KR0076  DESIGNATION -  E 386
 KR0076  PID         -  KR0076
 KR0076  STATE/COUNTY-  NV/CHURCHILL
 KR0076  USGS QUAD   -  DRUMM SUMMIT (1972)
 KR0076
 KR0076                         *CURRENT SURVEY CONTROL
 KR0076  ___________________________________________________________________
 KR0076* NAD 83(1986)-  39 20 45.     (N)    118 09 10.     (W)     SCALED    
 KR0076* NAVD 88     -      1281.322  (meters)    4203.80   (feet)  ADJUSTED  
 KR0076  ___________________________________________________________________
 KR0076  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KR0076  DYNAMIC HT  -        1280.174 (meters)    4200.04  (feet)  COMP
 KR0076  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 KR0076
 KR0076  VERT ORDER  -  FIRST     CLASS II
 KR0076
 KR0076.The horizontal coordinates were scaled from a topographic map and have
 KR0076.an estimated accuracy of +/- 6 seconds.
 KR0076
 KR0076.The orthometric height was determined by differential leveling
 KR0076.and adjusted by the National Geodetic Survey in June 1991..
 KR0076
 KR0076.The geoid height was determined by GEOID03.
 KR0076
 KR0076.The dynamic height is computed by dividing the NAVD 88
 KR0076.geopotential number by the normal gravity value computed on the
 KR0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0076.degrees latitude (g = 980.6199 gals.).
 KR0076
 KR0076.The modeled gravity was interpolated from observed gravity values.
 KR0076
 KR0076;                    North         East    Units  Estimated Accuracy
 KR0076;SPC NV W     - 4,510,080.      837,110.      MT  (+/- 180 meters Scaled)
 KR0076
 KR0076                          SUPERSEDED SURVEY CONTROL
 KR0076
 KR0076  NGVD 29 (??/??/92) 1280.273  (m)         4200.36   (f) ADJ UNCH    1 2
 KR0076
 KR0076.Superseded values are not recommended for survey control.
 KR0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0076.See file dsdata.txt to determine how the superseded data were derived.
 KR0076
 KR0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD006557(NAD 83)
 KR0076_MARKER: DB = BENCH MARK DISK
 KR0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0076_STAMPING: E 386 1955
 KR0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0076+STABILITY: SURFACE MOTION
 KR0076
 KR0076  HISTORY     - Date     Condition        Report By
 KR0076  HISTORY     - 1955     MONUMENTED       CGS
 KR0076  HISTORY     - 1972     GOOD             USGS
 KR0076
 KR0076                          STATION DESCRIPTION
 KR0076
 KR0076'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KR0076'10.3 MI NE FROM FRENCHMEN STATION.
 KR0076'5.8 MI. EAST ALONG US HWY 50 FROM THE SERVICE STATION AT FRENCHMEN
 KR0076'STATION, THENCE 1.3 MI. NORTH (TOWARDS DIXIE VALLEY) ALONG THE NEW
 KR0076'COUNTY GRADED RD TO WHERE IT CROSSES THE OLD COUNTY RD, THENCE 1.5 MI.
 KR0076'NORTHEAST ALONG OLD COUNTY RD TO RD FORKS, THENCE 1.6 MI. NORTH (LEFT
 KR0076'FORK ALONG OLD COUNTY RD.) TO BENCH MARK.  57 FT. NORTHEAST OF OLD RD,
 KR0076'40 FT. SOUTHWEST OF OLD RD, 2.0 FT. ABOVE THE CENTERLINES OF THE
 KR0076'ROADS, 1.3 FT. SOUTHEAST OF METAL WITNESS POST.  SET IN THE TOP OF A
 KR0076'CONCRETE POST WHICH PROJECTS 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0020 ***********************************************************************
 KR0020  DESIGNATION -  E 387
 KR0020  PID         -  KR0020
 KR0020  STATE/COUNTY-  NV/CHURCHILL
 KR0020  USGS QUAD   -  I X L CANYON (1980)
 KR0020
 KR0020                         *CURRENT SURVEY CONTROL
 KR0020  ___________________________________________________________________
 KR0020* NAD 83(1986)-  39 39 43.     (N)    118 11 08.     (W)     SCALED    
 KR0020* NAVD 88     -      1228.782  (meters)    4031.43   (feet)  ADJUSTED  
 KR0020  ___________________________________________________________________
 KR0020  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 KR0020  DYNAMIC HT  -        1227.738 (meters)    4028.00  (feet)  COMP
 KR0020  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 KR0020
 KR0020  VERT ORDER  -  FIRST     CLASS II
 KR0020
 KR0020.The horizontal coordinates were scaled from a topographic map and have
 KR0020.an estimated accuracy of +/- 6 seconds.
 KR0020
 KR0020.The orthometric height was determined by differential leveling
 KR0020.and adjusted by the National Geodetic Survey in June 1991..
 KR0020
 KR0020.The geoid height was determined by GEOID03.
 KR0020
 KR0020.The dynamic height is computed by dividing the NAVD 88
 KR0020.geopotential number by the normal gravity value computed on the
 KR0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0020.degrees latitude (g = 980.6199 gals.).
 KR0020
 KR0020.The modeled gravity was interpolated from observed gravity values.
 KR0020
 KR0020;                    North         East    Units  Estimated Accuracy
 KR0020;SPC NV W     - 4,545,160.      834,130.      MT  (+/- 180 meters Scaled)
 KR0020
 KR0020                          SUPERSEDED SURVEY CONTROL
 KR0020
 KR0020  NGVD 29 (??/??/92) 1227.818  (m)         4028.27   (f) ADJ UNCH    1 2
 KR0020
 KR0020.Superseded values are not recommended for survey control.
 KR0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0020.See file dsdata.txt to determine how the superseded data were derived.
 KR0020
 KR0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD983909(NAD 83)
 KR0020_MARKER: DB = BENCH MARK DISK
 KR0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0020_STAMPING: E 387 1955
 KR0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0020+STABILITY: SURFACE MOTION
 KR0020
 KR0020  HISTORY     - Date     Condition        Report By
 KR0020  HISTORY     - 1955     MONUMENTED       CGS
 KR0020
 KR0020                          STATION DESCRIPTION
 KR0020
 KR0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0020'35.5 MI N FROM FRENCHMAN STATION.
 KR0020'5.0 MILES EAST ALONG U. S. HIGHWAY 50 FROM FRENCHMAN STATION, THENCE
 KR0020'28.0 MILES NORTH ALONG A COUNTY GRADED ROAD LEADING TO DIXIE VALLEY,
 KR0020'THENCE 2.5 MILES SOUTHWEST ALONG A TRACK ROAD LEADING TO I X L CANYON,
 KR0020'AT THE MOUTH OF THE CANYON, 32 1/2 FEET WEST OF THE WEST EDGE OF A
 KR0020'40-FOOT-WIDE FAULTED AREA WITH A SCARP OF 11 FEET IN HEIGHT, 44 FEET
 KR0020'SOUTH OF THE APPROXIMATE CENTER OF A WASH, 24 FEET SOUTHEAST OF THE
 KR0020'CENTER LINE OF THE ROAD, 6 FEET NORTH OF THE SOUTH BANK OF THE CANYON,
 KR0020'2.8 FEET WEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD,
 KR0020'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 KR0020'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0275 ***********************************************************************
 KR0275  DESIGNATION -  E 388
 KR0275  PID         -  KR0275
 KR0275  STATE/COUNTY-  NV/CHURCHILL
 KR0275  USGS QUAD   -  FALLON (1985)
 KR0275
 KR0275                         *CURRENT SURVEY CONTROL
 KR0275  ___________________________________________________________________
 KR0275* NAD 83(1986)-  39 29 37.     (N)    118 52 03.     (W)     SCALED    
 KR0275* NAVD 88     -      1222.961  (meters)    4012.33   (feet)  ADJUSTED  
 KR0275  ___________________________________________________________________
 KR0275  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 KR0275  DYNAMIC HT  -        1221.913 (meters)    4008.89  (feet)  COMP
 KR0275  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 KR0275
 KR0275  VERT ORDER  -  FIRST     CLASS II
 KR0275
 KR0275.The horizontal coordinates were scaled from a topographic map and have
 KR0275.an estimated accuracy of +/- 6 seconds.
 KR0275
 KR0275.The orthometric height was determined by differential leveling
 KR0275.and adjusted by the National Geodetic Survey in June 1991..
 KR0275
 KR0275.The geoid height was determined by GEOID03.
 KR0275
 KR0275.The dynamic height is computed by dividing the NAVD 88
 KR0275.geopotential number by the normal gravity value computed on the
 KR0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0275.degrees latitude (g = 980.6199 gals.).
 KR0275
 KR0275.The modeled gravity was interpolated from observed gravity values.
 KR0275
 KR0275;                    North         East    Units  Estimated Accuracy
 KR0275;SPC NV W     - 4,526,430.      775,560.      MT  (+/- 180 meters Scaled)
 KR0275
 KR0275                          SUPERSEDED SURVEY CONTROL
 KR0275
 KR0275  NGVD 29 (??/??/92) 1222.003  (m)         4009.19   (f) ADJ UNCH    1 2
 KR0275
 KR0275.Superseded values are not recommended for survey control.
 KR0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0275.See file dsdata.txt to determine how the superseded data were derived.
 KR0275
 KR0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD394732(NAD 83)
 KR0275_MARKER: DB = BENCH MARK DISK
 KR0275_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KR0275_SP_SET: ABUTMENT
 KR0275_STAMPING: E 388 1955
 KR0275_MARK LOGO: CGS   
 KR0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0275
 KR0275  HISTORY     - Date     Condition        Report By
 KR0275  HISTORY     - 1955     MONUMENTED       CGS
 KR0275  HISTORY     - 1967     GOOD             NGS
 KR0275  HISTORY     - 1986     GOOD             NGS
 KR0275
 KR0275                          STATION DESCRIPTION
 KR0275
 KR0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0275'4.75 MI W FROM FALLON.
 KR0275'ABOUT 4.75 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0275'THE STATION AT FALLON, IN SECTION 20, T 19 N, R 28 E, 7 1/2 FEET NORTH
 KR0275'OF THE NORTH RAIL OF THE TRACK, SET IN THE TOP OF THE NORTH END OF THE
 KR0275'WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 299.14, AND ABOUT 1
 KR0275'1/2 FEET BELOW THE LEVEL OF THE TRACK.
 KR0275
 KR0275                          STATION RECOVERY (1986)
 KR0275
 KR0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0042 ***********************************************************************
 KR0042  DESIGNATION -  E 389
 KR0042  PID         -  KR0042
 KR0042  STATE/COUNTY-  NV/CHURCHILL
 KR0042  USGS QUAD   -  TABLE MTN (1980)
 KR0042
 KR0042                         *CURRENT SURVEY CONTROL
 KR0042  ___________________________________________________________________
 KR0042* NAD 83(1986)-  39 34 56.     (N)    118 22 18.     (W)     SCALED    
 KR0042* NAVD 88     -      1200.367  (meters)    3938.20   (feet)  ADJUSTED  
 KR0042  ___________________________________________________________________
 KR0042  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 KR0042  DYNAMIC HT  -        1199.346 (meters)    3934.85  (feet)  COMP
 KR0042  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 KR0042
 KR0042  VERT ORDER  -  FIRST     CLASS II
 KR0042
 KR0042.The horizontal coordinates were scaled from a topographic map and have
 KR0042.an estimated accuracy of +/- 6 seconds.
 KR0042
 KR0042.The orthometric height was determined by differential leveling
 KR0042.and adjusted by the National Geodetic Survey in June 1991..
 KR0042
 KR0042.The geoid height was determined by GEOID03.
 KR0042
 KR0042.The dynamic height is computed by dividing the NAVD 88
 KR0042.geopotential number by the normal gravity value computed on the
 KR0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0042.degrees latitude (g = 980.6199 gals.).
 KR0042
 KR0042.The modeled gravity was interpolated from observed gravity values.
 KR0042
 KR0042;                    North         East    Units  Estimated Accuracy
 KR0042;SPC NV W     - 4,536,250.      818,180.      MT  (+/- 180 meters Scaled)
 KR0042
 KR0042                          SUPERSEDED SURVEY CONTROL
 KR0042
 KR0042.No superseded survey control is available for this station.
 KR0042
 KR0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD822822(NAD 83)
 KR0042_MARKER: DB = BENCH MARK DISK
 KR0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0042_STAMPING: E 389 1955
 KR0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0042+STABILITY: SURFACE MOTION
 KR0042
 KR0042  HISTORY     - Date     Condition        Report By
 KR0042  HISTORY     - 1955     MONUMENTED       CGS
 KR0042
 KR0042                          STATION DESCRIPTION
 KR0042
 KR0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0042'5.5 MI SW FROM DESERT WELL.
 KR0042'0.3 MILE SOUTH ALONG A TRACK ROAD FROM DESERT WELL, THENCE 5.2 MILES
 KR0042'SOUTHWEST ALONG A COUNTY GRADED ROAD, 0.3 MILE SOUTHWEST OF THE Y
 KR0042'JUNCTION OF A TRACK ROAD LEADING WEST TO A LONE WINDMILL, 44 1/2 FEET
 KR0042'NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTHEAST OF A
 KR0042'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 KR0042'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0244 ***********************************************************************
 MT0244  DESIGNATION -  E 39 RESET
 MT0244  PID         -  MT0244
 MT0244  STATE/COUNTY-  NV/ELKO
 MT0244  USGS QUAD   -  WILKINS (1968)
 MT0244
 MT0244                         *CURRENT SURVEY CONTROL
 MT0244  ___________________________________________________________________
 MT0244* NAD 83(1986)-  41 24 00.     (N)    114 51 05.     (W)     SCALED    
 MT0244* NAVD 88     -      1832.040  (meters)    6010.62   (feet)  ADJUSTED  
 MT0244  ___________________________________________________________________
 MT0244  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 MT0244  DYNAMIC HT  -        1830.579 (meters)    6005.82  (feet)  COMP
 MT0244  MODELED GRAV-     979,760.1   (mgal)                       NAVD 88
 MT0244
 MT0244  VERT ORDER  -  SECOND    CLASS 0
 MT0244
 MT0244.The horizontal coordinates were scaled from a topographic map and have
 MT0244.an estimated accuracy of +/- 6 seconds.
 MT0244
 MT0244.The orthometric height was determined by differential leveling
 MT0244.and adjusted by the National Geodetic Survey in June 1991..
 MT0244
 MT0244.The geoid height was determined by GEOID03.
 MT0244
 MT0244.The dynamic height is computed by dividing the NAVD 88
 MT0244.geopotential number by the normal gravity value computed on the
 MT0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0244.degrees latitude (g = 980.6199 gals.).
 MT0244
 MT0244.The modeled gravity was interpolated from observed gravity values.
 MT0244
 MT0244;                    North         East    Units  Estimated Accuracy
 MT0244;SPC NV E     - 8,738,320.      261,200.      MT  (+/- 180 meters Scaled)
 MT0244
 MT0244                          SUPERSEDED SURVEY CONTROL
 MT0244
 MT0244  NGVD 29 (??/??/92) 1830.853  (m)         6006.72   (f) ADJ UNCH    2 0
 MT0244
 MT0244.Superseded values are not recommended for survey control.
 MT0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0244.See file dsdata.txt to determine how the superseded data were derived.
 MT0244
 MT0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF796853(NAD 83)
 MT0244_MARKER: DB = BENCH MARK DISK
 MT0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0244_STAMPING: E 39 1934 RESET 1958
 MT0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0244+STABILITY: SURFACE MOTION
 MT0244
 MT0244  HISTORY     - Date     Condition        Report By
 MT0244  HISTORY     - 1958     MONUMENTED       CGS
 MT0244
 MT0244                          STATION DESCRIPTION
 MT0244
 MT0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0244'11.8 MI N FROM MELANDCO.
 MT0244'ABOUT 11.8 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 MT0244'WATER TANK AT MELANDCO, ON THE EAST SLOPE OF A HILL, 96 FEET WEST OF
 MT0244'THE WEST RAIL, 58 FEET NORTHWEST OF MILEPOST 97, 4 FEET EAST OF THE
 MT0244'FENCE, A DISK IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0080 ***********************************************************************
 KQ0080  DESIGNATION -  E 390
 KQ0080  PID         -  KQ0080
 KQ0080  STATE/COUNTY-  NV/LANDER
 KQ0080  USGS QUAD   -  SIMPSON PARK CANYON (1989)
 KQ0080
 KQ0080                         *CURRENT SURVEY CONTROL
 KQ0080  ___________________________________________________________________
 KQ0080* NAD 83(1986)-  39 24 04.     (N)    116 55 29.     (W)     SCALED    
 KQ0080* NAVD 88     -      1783.275  (meters)    5850.63   (feet)  ADJUSTED  
 KQ0080  ___________________________________________________________________
 KQ0080  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 KQ0080  DYNAMIC HT  -        1781.464 (meters)    5844.69  (feet)  COMP
 KQ0080  MODELED GRAV-     979,548.4   (mgal)                       NAVD 88
 KQ0080
 KQ0080  VERT ORDER  -  FIRST     CLASS II
 KQ0080
 KQ0080.The horizontal coordinates were scaled from a topographic map and have
 KQ0080.an estimated accuracy of +/- 6 seconds.
 KQ0080
 KQ0080.The orthometric height was determined by differential leveling
 KQ0080.and adjusted by the National Geodetic Survey in June 1991..
 KQ0080
 KQ0080.The geoid height was determined by GEOID03.
 KQ0080
 KQ0080.The dynamic height is computed by dividing the NAVD 88
 KQ0080.geopotential number by the normal gravity value computed on the
 KQ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0080.degrees latitude (g = 980.6199 gals.).
 KQ0080
 KQ0080.The modeled gravity was interpolated from observed gravity values.
 KQ0080
 KQ0080;                    North         East    Units  Estimated Accuracy
 KQ0080;SPC NV C     - 6,516,160.      477,780.      MT  (+/- 180 meters Scaled)
 KQ0080
 KQ0080                          SUPERSEDED SURVEY CONTROL
 KQ0080
 KQ0080  NGVD 29 (??/??/92) 1782.024  (m)         5846.52   (f) ADJ UNCH    1 2
 KQ0080
 KQ0080.Superseded values are not recommended for survey control.
 KQ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0080.See file dsdata.txt to determine how the superseded data were derived.
 KQ0080
 KQ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND064612(NAD 83)
 KQ0080_MARKER: DB = BENCH MARK DISK
 KQ0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KQ0080_SP_SET: CULVERT
 KQ0080_STAMPING: E 390 1955
 KQ0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0080
 KQ0080  HISTORY     - Date     Condition        Report By
 KQ0080  HISTORY     - 1955     MONUMENTED       CGS
 KQ0080  HISTORY     - 1957     MARK NOT FOUND   USGS
 KQ0080
 KQ0080                          STATION DESCRIPTION
 KQ0080
 KQ0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0080'12.5 MI SE FROM AUSTIN.
 KQ0080'12.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0080'AT AUSTIN, 0.8 MILE EAST OF THE T JUNCTION OF STATE HIGHWAY 8 A, 0.1
 KQ0080'MILE WEST OF THE T JUNCTION OF A DIRT ROAD LEADING NORTH TO GIVENS
 KQ0080'RANCH, AT A 14-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE
 KQ0080'WEST END OF THE SOUTH CONCRETE HEAD WALL, 22.0 FEET SOUTH OF THE
 KQ0080'CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 KQ0080'NOTE-- ALL CULVERTS IN THIS AREA WERE TORN OUT BY CONSTRUCTION
 KQ0080'COMPANY IN WIDENING AND RESURFACING OF HIGHWAY 50.
 KQ0080
 KQ0080                          STATION RECOVERY (1957)
 KQ0080
 KQ0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KQ0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0125 ***********************************************************************
 MU0125  DESIGNATION -  E 391
 MU0125  PID         -  MU0125
 MU0125  STATE/COUNTY-  NV/ELKO
 MU0125  USGS QUAD   -  STAR VALLEY RIDGE SW (1973)
 MU0125
 MU0125                         *CURRENT SURVEY CONTROL
 MU0125  ___________________________________________________________________
 MU0125* NAD 83(1986)-  41 48 53.     (N)    116 59 06.     (W)     SCALED    
 MU0125* NAVD 88     -      1622.802  (meters)    5324.14   (feet)  ADJUSTED  
 MU0125  ___________________________________________________________________
 MU0125  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 MU0125  DYNAMIC HT  -        1621.631 (meters)    5320.30  (feet)  COMP
 MU0125  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 MU0125
 MU0125  VERT ORDER  -  SECOND    CLASS 0
 MU0125
 MU0125.The horizontal coordinates were scaled from a topographic map and have
 MU0125.an estimated accuracy of +/- 6 seconds.
 MU0125
 MU0125.The orthometric height was determined by differential leveling
 MU0125.and adjusted by the National Geodetic Survey in June 1991..
 MU0125
 MU0125.The geoid height was determined by GEOID03.
 MU0125
 MU0125.The dynamic height is computed by dividing the NAVD 88
 MU0125.geopotential number by the normal gravity value computed on the
 MU0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0125.degrees latitude (g = 980.6199 gals.).
 MU0125
 MU0125.The modeled gravity was interpolated from observed gravity values.
 MU0125
 MU0125;                    North         East    Units  Estimated Accuracy
 MU0125;SPC NV E     - 8,785,070.       83,550.      MT  (+/- 180 meters Scaled)
 MU0125
 MU0125                          SUPERSEDED SURVEY CONTROL
 MU0125
 MU0125  NGVD 29 (??/??/92) 1621.688  (m)         5320.49   (f) ADJ UNCH    2 0
 MU0125
 MU0125.Superseded values are not recommended for survey control.
 MU0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0125.See file dsdata.txt to determine how the superseded data were derived.
 MU0125
 MU0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG012292(NAD 83)
 MU0125_MARKER: DB = BENCH MARK DISK
 MU0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0125_SP_SET: CONCRETE POST
 MU0125_STAMPING: E 391 1963
 MU0125_MARK LOGO: CGS   
 MU0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0125+STABILITY: SURFACE MOTION
 MU0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0125+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1973
 MU0125
 MU0125  HISTORY     - Date     Condition        Report By
 MU0125  HISTORY     - 1963     MONUMENTED       CGS
 MU0125  HISTORY     - 19730506 GOOD             USGS
 MU0125
 MU0125                          STATION DESCRIPTION
 MU0125
 MU0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0125'43.8 MI NW FROM I L RANCH.
 MU0125'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0125'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 18.9 MILES NORTHWEST
 MU0125'ALONG A DIRT ROAD, THENCE 2.5 MILES NORTHWEST ALONG A DIRT ROAD,
 MU0125'THENCE 4.95 MILES WEST ALONG A TRACK ROAD, 61 FEET SOUTHEAST OF THE
 MU0125'CENTER OF THE JUNCTION OF A ROAD SOUTHWEST, 43 FEET SOUTH OF THE
 MU0125'CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A WITNESS POST, ABOUT 3 FEET
 MU0125'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MU0125'0.4 FOOT ABOVE THE GROUND.
 MU0125
 MU0125                          STATION RECOVERY (1973)
 MU0125
 MU0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 MU0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0149 ***********************************************************************
 MU0149  DESIGNATION -  E 392
 MU0149  PID         -  MU0149
 MU0149  STATE/COUNTY-  NV/ELKO
 MU0149  USGS QUAD   -  DESERT RANCH (1974)
 MU0149
 MU0149                         *CURRENT SURVEY CONTROL
 MU0149  ___________________________________________________________________
 MU0149* NAD 83(1986)-  41 43 49.     (N)    116 35 14.     (W)     SCALED    
 MU0149* NAVD 88     -      1605.023  (meters)    5265.81   (feet)  ADJUSTED  
 MU0149  ___________________________________________________________________
 MU0149  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 MU0149  DYNAMIC HT  -        1603.839 (meters)    5261.93  (feet)  COMP
 MU0149  MODELED GRAV-     979,828.4   (mgal)                       NAVD 88
 MU0149
 MU0149  VERT ORDER  -  SECOND    CLASS 0
 MU0149
 MU0149.The horizontal coordinates were scaled from a topographic map and have
 MU0149.an estimated accuracy of +/- 6 seconds.
 MU0149
 MU0149.The orthometric height was determined by differential leveling
 MU0149.and adjusted by the National Geodetic Survey in June 1991..
 MU0149
 MU0149.The geoid height was determined by GEOID03.
 MU0149
 MU0149.The dynamic height is computed by dividing the NAVD 88
 MU0149.geopotential number by the normal gravity value computed on the
 MU0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0149.degrees latitude (g = 980.6199 gals.).
 MU0149
 MU0149.The modeled gravity was interpolated from observed gravity values.
 MU0149
 MU0149;                    North         East    Units  Estimated Accuracy
 MU0149;SPC NV E     - 8,775,230.      116,490.      MT  (+/- 180 meters Scaled)
 MU0149
 MU0149                          SUPERSEDED SURVEY CONTROL
 MU0149
 MU0149  NGVD 29 (??/??/92) 1603.900  (m)         5262.13   (f) ADJ UNCH    2 0
 MU0149
 MU0149.Superseded values are not recommended for survey control.
 MU0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0149.See file dsdata.txt to determine how the superseded data were derived.
 MU0149
 MU0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG343199(NAD 83)
 MU0149_MARKER: DB = BENCH MARK DISK
 MU0149_SETTING: 66 = SET IN ROCK OUTCROP
 MU0149_SP_SET: ROCK OUTCROP
 MU0149_STAMPING: E 392 1963
 MU0149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0149+STABILITY: POSITION/ELEVATION WELL
 MU0149
 MU0149  HISTORY     - Date     Condition        Report By
 MU0149  HISTORY     - 1963     MONUMENTED       CGS
 MU0149
 MU0149                          STATION DESCRIPTION
 MU0149
 MU0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0149'19.5 MI NW FROM I L RANCH.
 MU0149'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0149'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 2.05 MILES
 MU0149'NORTHWEST, IN THE TOP OF A 3- BY 4-FOOT OUTCROP, 50 FEET NORTH OF THE
 MU0149'CENTER LINE OF THE ROAD, 2.1 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 MU0149'WITH THE ROAD, AND 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0078 ***********************************************************************
 MU0078  DESIGNATION -  E 393
 MU0078  PID         -  MU0078
 MU0078  STATE/COUNTY-  NV/ELKO
 MU0078  USGS QUAD   -  CORNUCOPIA RIDGE (1987)
 MU0078
 MU0078                         *CURRENT SURVEY CONTROL
 MU0078  ___________________________________________________________________
 MU0078* NAD 83(1986)-  41 35 52.     (N)    116 15 58.     (W)     SCALED    
 MU0078* NAVD 88     -      1676.674  (meters)    5500.89   (feet)  ADJUSTED  
 MU0078  ___________________________________________________________________
 MU0078  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 MU0078  DYNAMIC HT  -        1675.375 (meters)    5496.63  (feet)  COMP
 MU0078  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 MU0078
 MU0078  VERT ORDER  -  SECOND    CLASS 0
 MU0078
 MU0078.The horizontal coordinates were scaled from a topographic map and have
 MU0078.an estimated accuracy of +/- 6 seconds.
 MU0078
 MU0078.The orthometric height was determined by differential leveling
 MU0078.and adjusted by the National Geodetic Survey in June 1991..
 MU0078
 MU0078.The geoid height was determined by GEOID03.
 MU0078
 MU0078.The dynamic height is computed by dividing the NAVD 88
 MU0078.geopotential number by the normal gravity value computed on the
 MU0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0078.degrees latitude (g = 980.6199 gals.).
 MU0078
 MU0078.The modeled gravity was interpolated from observed gravity values.
 MU0078
 MU0078;                    North         East    Units  Estimated Accuracy
 MU0078;SPC NV E     - 8,760,250.      143,080.      MT  (+/- 180 meters Scaled)
 MU0078
 MU0078                          SUPERSEDED SURVEY CONTROL
 MU0078
 MU0078  NGVD 29 (??/??/92) 1675.507  (m)         5497.06   (f) ADJ UNCH    2 0
 MU0078
 MU0078.Superseded values are not recommended for survey control.
 MU0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0078.See file dsdata.txt to determine how the superseded data were derived.
 MU0078
 MU0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG611053(NAD 83)
 MU0078_MARKER: DB = BENCH MARK DISK
 MU0078_SETTING: 66 = SET IN ROCK OUTCROP
 MU0078_SP_SET: OUTCROP
 MU0078_STAMPING: E 393 1963
 MU0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0078+STABILITY: POSITION/ELEVATION WELL
 MU0078
 MU0078  HISTORY     - Date     Condition        Report By
 MU0078  HISTORY     - 1963     MONUMENTED       CGS
 MU0078
 MU0078                          STATION DESCRIPTION
 MU0078
 MU0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0078'9.9 MI E FROM I L RANCH.
 MU0078'9.9 MILES EAST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0078'0.15 MILE NORTHWEST OF A CATTLEGUARD, IN THE TOP OF AN 8- BY 10-FOOT
 MU0078'OUTCROP, ABOUT 100 FEET SOUTH OF THE CENTER OF A STREAM, 257 FEET
 MU0078'NORTH OF THE CENTER LINE OF THE ROAD, 206 FEET NORTH OF THE CENTER
 MU0078'LINE OF A TRACK ROAD, 2.5 FEET NORTH OF A WITNESS POST, ABOUT 7 FEET
 MU0078'LOWER THAN THE ROAD, AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0377 ***********************************************************************
 LQ0377  DESIGNATION -  E 394
 LQ0377  PID         -  LQ0377
 LQ0377  STATE/COUNTY-  NV/ELKO
 LQ0377  USGS QUAD   -  JIGGS (1985)
 LQ0377
 LQ0377                         *CURRENT SURVEY CONTROL
 LQ0377  ___________________________________________________________________
 LQ0377* NAD 83(1986)-  40 23 06.     (N)    115 39 32.     (W)     SCALED    
 LQ0377* NAVD 88     -      1734.980  (meters)    5692.18   (feet)  ADJUSTED  
 LQ0377  ___________________________________________________________________
 LQ0377  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 LQ0377  DYNAMIC HT  -        1733.397 (meters)    5686.99  (feet)  COMP
 LQ0377  MODELED GRAV-     979,651.7   (mgal)                       NAVD 88
 LQ0377
 LQ0377  VERT ORDER  -  SECOND    CLASS 0
 LQ0377
 LQ0377.The horizontal coordinates were scaled from a topographic map and have
 LQ0377.an estimated accuracy of +/- 6 seconds.
 LQ0377
 LQ0377.The orthometric height was determined by differential leveling
 LQ0377.and adjusted by the National Geodetic Survey in June 1991..
 LQ0377
 LQ0377.The geoid height was determined by GEOID03.
 LQ0377
 LQ0377.The dynamic height is computed by dividing the NAVD 88
 LQ0377.geopotential number by the normal gravity value computed on the
 LQ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0377.degrees latitude (g = 980.6199 gals.).
 LQ0377
 LQ0377.The modeled gravity was interpolated from observed gravity values.
 LQ0377
 LQ0377;                    North         East    Units  Estimated Accuracy
 LQ0377;SPC NV E     - 8,625,360.      193,590.      MT  (+/- 180 meters Scaled)
 LQ0377
 LQ0377                          SUPERSEDED SURVEY CONTROL
 LQ0377
 LQ0377  NGVD 29 (??/??/92) 1733.835  (m)         5688.42   (f) ADJ UNCH    2 0
 LQ0377
 LQ0377.Superseded values are not recommended for survey control.
 LQ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0377.See file dsdata.txt to determine how the superseded data were derived.
 LQ0377
 LQ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE138713(NAD 83)
 LQ0377_MARKER: DB = BENCH MARK DISK
 LQ0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0377_SP_SET: FOUNDATION
 LQ0377_STAMPING: E 394 1963
 LQ0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0377
 LQ0377  HISTORY     - Date     Condition        Report By
 LQ0377  HISTORY     - 1963     MONUMENTED       CGS
 LQ0377  HISTORY     - 1982     MARK NOT FOUND   USGS
 LQ0377
 LQ0377                          STATION DESCRIPTION
 LQ0377
 LQ0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0377'3.1 MI S FROM JIGGS.
 LQ0377'3.1 MILES SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0377'JIGGS, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE FOUNDATION OF
 LQ0377'A CATTLE GUARD, 9 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.3 FOOT
 LQ0377'EAST OF THE WEST END OF THE FOUNDATION AND ABOUT 1 FOOT LOWER THAN THE
 LQ0377'HIGHWAY.
 LQ0377
 LQ0377                          STATION RECOVERY (1982)
 LQ0377
 LQ0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LQ0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0320 ***********************************************************************
 LQ0320  DESIGNATION -  E 395
 LQ0320  PID         -  LQ0320
 LQ0320  STATE/COUNTY-  NV/ELKO
 LQ0320  USGS QUAD   -  FRANKLIN LAKE SE (1980)
 LQ0320
 LQ0320                         *CURRENT SURVEY CONTROL
 LQ0320  ___________________________________________________________________
 LQ0320* NAD 83(1986)-  40 20 40.     (N)    115 16 22.     (W)     SCALED    
 LQ0320* NAVD 88     -      1844.836  (meters)    6052.60   (feet)  ADJUSTED  
 LQ0320  ___________________________________________________________________
 LQ0320  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 LQ0320  DYNAMIC HT  -        1843.098 (meters)    6046.90  (feet)  COMP
 LQ0320  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 LQ0320
 LQ0320  VERT ORDER  -  SECOND    CLASS 0
 LQ0320
 LQ0320.The horizontal coordinates were scaled from a topographic map and have
 LQ0320.an estimated accuracy of +/- 6 seconds.
 LQ0320
 LQ0320.The orthometric height was determined by differential leveling
 LQ0320.and adjusted by the National Geodetic Survey in June 1991..
 LQ0320
 LQ0320.The geoid height was determined by GEOID03.
 LQ0320
 LQ0320.The dynamic height is computed by dividing the NAVD 88
 LQ0320.geopotential number by the normal gravity value computed on the
 LQ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0320.degrees latitude (g = 980.6199 gals.).
 LQ0320
 LQ0320.The modeled gravity was interpolated from observed gravity values.
 LQ0320
 LQ0320;                    North         East    Units  Estimated Accuracy
 LQ0320;SPC NV E     - 8,620,900.      226,380.      MT  (+/- 180 meters Scaled)
 LQ0320
 LQ0320                          SUPERSEDED SURVEY CONTROL
 LQ0320
 LQ0320  NGVD 29 (??/??/92) 1843.640  (m)         6048.68   (f) ADJ UNCH    2 0
 LQ0320
 LQ0320.Superseded values are not recommended for survey control.
 LQ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0320.See file dsdata.txt to determine how the superseded data were derived.
 LQ0320
 LQ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE466674(NAD 83)
 LQ0320_MARKER: DB = BENCH MARK DISK
 LQ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0320_STAMPING: E 395 1963
 LQ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0320+STABILITY: SURFACE MOTION
 LQ0320
 LQ0320  HISTORY     - Date     Condition        Report By
 LQ0320  HISTORY     - 1963     MONUMENTED       CGS
 LQ0320
 LQ0320                          STATION DESCRIPTION
 LQ0320
 LQ0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0320'19.6 MI SE FROM RUBY VALLEY.
 LQ0320'8.0 MILES SOUTH ALONG A ROAD FROM THE ROCK HOUSE RANCH AT RUBY VALLEY,
 LQ0320'THENCE 11.6 MILES EAST AND NORTHEAST ALONG A ROAD, 28 FEET SOUTHEAST
 LQ0320'OF THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTHWEST OF A WITNESS POST,
 LQ0320'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LQ0320'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0229 ***********************************************************************
 LQ0229  DESIGNATION -  E 396
 LQ0229  PID         -  LQ0229
 LQ0229  STATE/COUNTY-  NV/ELKO
 LQ0229  USGS QUAD   -  PALOMINO WELL (1984)
 LQ0229
 LQ0229                         *CURRENT SURVEY CONTROL
 LQ0229  ___________________________________________________________________
 LQ0229* NAD 83(1986)-  40 24 45.     (N)    114 58 35.     (W)     SCALED    
 LQ0229* NAVD 88     -      1835.554  (meters)    6022.15   (feet)  ADJUSTED  
 LQ0229  ___________________________________________________________________
 LQ0229  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 LQ0229  DYNAMIC HT  -        1833.849 (meters)    6016.55  (feet)  COMP
 LQ0229  MODELED GRAV-     979,630.7   (mgal)                       NAVD 88
 LQ0229
 LQ0229  VERT ORDER  -  SECOND    CLASS 0
 LQ0229
 LQ0229.The horizontal coordinates were scaled from a topographic map and have
 LQ0229.an estimated accuracy of +/- 6 seconds.
 LQ0229
 LQ0229.The orthometric height was determined by differential leveling
 LQ0229.and adjusted by the National Geodetic Survey in June 1991..
 LQ0229
 LQ0229.The geoid height was determined by GEOID03.
 LQ0229
 LQ0229.The dynamic height is computed by dividing the NAVD 88
 LQ0229.geopotential number by the normal gravity value computed on the
 LQ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0229.degrees latitude (g = 980.6199 gals.).
 LQ0229
 LQ0229.The modeled gravity was interpolated from observed gravity values.
 LQ0229
 LQ0229;                    North         East    Units  Estimated Accuracy
 LQ0229;SPC NV E     - 8,628,590.      251,510.      MT  (+/- 180 meters Scaled)
 LQ0229
 LQ0229                          SUPERSEDED SURVEY CONTROL
 LQ0229
 LQ0229  NGVD 29 (??/??/92) 1834.372  (m)         6018.27   (f) ADJ UNCH    2 0
 LQ0229
 LQ0229.Superseded values are not recommended for survey control.
 LQ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0229.See file dsdata.txt to determine how the superseded data were derived.
 LQ0229
 LQ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE716755(NAD 83)
 LQ0229_MARKER: DB = BENCH MARK DISK
 LQ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0229_STAMPING: E 396 1963
 LQ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0229+STABILITY: SURFACE MOTION
 LQ0229
 LQ0229  HISTORY     - Date     Condition        Report By
 LQ0229  HISTORY     - 1963     MONUMENTED       CGS
 LQ0229
 LQ0229                          STATION DESCRIPTION
 LQ0229
 LQ0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0229'17.9 MI NW FROM CURRIE.
 LQ0229'4.95 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE RAILROAD CROSSING
 LQ0229'AT CURRIE, THENCE 12.95 MILES NORTHWEST ALONG A ROAD, 36 FEET
 LQ0229'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.4 FEET NORTHEAST OF A
 LQ0229'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 LQ0229'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0217 ***********************************************************************
 MV0217  DESIGNATION -  E 397
 MV0217  PID         -  MV0217
 MV0217  STATE/COUNTY-  NV/WASHOE
 MV0217  USGS QUAD   -  COLEMAN CANYON (1966)
 MV0217
 MV0217                         *CURRENT SURVEY CONTROL
 MV0217  ___________________________________________________________________
 MV0217* NAD 83(1986)-  41 56 04.     (N)    119 43 07.     (W)     SCALED    
 MV0217* NAVD 88     -      1793.069  (meters)    5882.76   (feet)  ADJUSTED  
 MV0217  ___________________________________________________________________
 MV0217  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 MV0217  DYNAMIC HT  -        1791.750 (meters)    5878.43  (feet)  COMP
 MV0217  MODELED GRAV-     979,822.3   (mgal)                       NAVD 88
 MV0217
 MV0217  VERT ORDER  -  SECOND    CLASS 0
 MV0217
 MV0217.The horizontal coordinates were scaled from a topographic map and have
 MV0217.an estimated accuracy of +/- 6 seconds.
 MV0217
 MV0217.The orthometric height was determined by differential leveling
 MV0217.and adjusted by the National Geodetic Survey in June 1991..
 MV0217
 MV0217.The geoid height was determined by GEOID03.
 MV0217
 MV0217.The dynamic height is computed by dividing the NAVD 88
 MV0217.geopotential number by the normal gravity value computed on the
 MV0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0217.degrees latitude (g = 980.6199 gals.).
 MV0217
 MV0217.The modeled gravity was interpolated from observed gravity values.
 MV0217
 MV0217;                    North         East    Units  Estimated Accuracy
 MV0217;SPC NV W     - 4,798,040.      705,850.      MT  (+/- 180 meters Scaled)
 MV0217
 MV0217                          SUPERSEDED SURVEY CONTROL
 MV0217
 MV0217  NGVD 29 (??/??/92) 1791.833  (m)         5878.71   (f) ADJ UNCH    2 0
 MV0217
 MV0217.Superseded values are not recommended for survey control.
 MV0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0217.See file dsdata.txt to determine how the superseded data were derived.
 MV0217
 MV0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG746460(NAD 83)
 MV0217_MARKER: DB = BENCH MARK DISK
 MV0217_SETTING: 80 = SET IN A BOULDER
 MV0217_SP_SET: BOULDER
 MV0217_STAMPING: E 397 1965
 MV0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0217+STABILITY: SURFACE MOTION
 MV0217
 MV0217  HISTORY     - Date     Condition        Report By
 MV0217  HISTORY     - 1965     MONUMENTED       CGS
 MV0217
 MV0217                          STATION DESCRIPTION
 MV0217
 MV0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0217'23.15 MI SE FROM ADEL, OR.
 MV0217'2.1 MILES SOUTHWEST ALONG A ROAD FROM THE STORE AT ADEL, THENCE 15.85
 MV0217'MILES SOUTHEAST ALONG A ROAD TO OREGON-NEVADA STATE LINE, THENCE 5.2
 MV0217'MILES SOUTHEAST ALONG NEVADA STATE HIGHWAY 34, 0.75 MILE SOUTHEAST OF
 MV0217'A POND, 0.9 MILE WEST OF A ROAD JUNCTION, IN THE TOP OF A 5- BY 4-FOOT
 MV0217'BOULDER PROJECTING ABOUT 4 FEET ABOVE THE GROUND, 69 FEET NORTHEAST OF
 MV0217'THE CENTER LINE OF THE HIGHWAY, 117 FEET NORTHWEST OF A FENCE CORNER,
 MV0217'23.0 FEET NORTHEAST OF A FENCE, AND ABOUT 12 FEET HIGHER THAN THE
 MV0217'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0110 ***********************************************************************
 MV0110  DESIGNATION -  E 398
 MV0110  PID         -  MV0110
 MV0110  STATE/COUNTY-  NV/WASHOE
 MV0110  USGS QUAD   -  CATNIP CANYON (1966)
 MV0110
 MV0110                         *CURRENT SURVEY CONTROL
 MV0110  ___________________________________________________________________
 MV0110* NAD 83(1986)-  41 55 43.     (N)    119 25 18.     (W)     SCALED    
 MV0110* NAVD 88     -      1822.428  (meters)    5979.08   (feet)  ADJUSTED  
 MV0110  ___________________________________________________________________
 MV0110  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 MV0110  DYNAMIC HT  -        1821.038 (meters)    5974.52  (feet)  COMP
 MV0110  MODELED GRAV-     979,794.5   (mgal)                       NAVD 88
 MV0110
 MV0110  VERT ORDER  -  SECOND    CLASS 0
 MV0110
 MV0110.The horizontal coordinates were scaled from a topographic map and have
 MV0110.an estimated accuracy of +/- 6 seconds.
 MV0110
 MV0110.The orthometric height was determined by differential leveling
 MV0110.and adjusted by the National Geodetic Survey in June 1991..
 MV0110
 MV0110.The geoid height was determined by GEOID03.
 MV0110
 MV0110.The dynamic height is computed by dividing the NAVD 88
 MV0110.geopotential number by the normal gravity value computed on the
 MV0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0110.degrees latitude (g = 980.6199 gals.).
 MV0110
 MV0110.The modeled gravity was interpolated from observed gravity values.
 MV0110
 MV0110;                    North         East    Units  Estimated Accuracy
 MV0110;SPC NV W     - 4,797,110.      730,470.      MT  (+/- 180 meters Scaled)
 MV0110
 MV0110                          SUPERSEDED SURVEY CONTROL
 MV0110
 MV0110  NGVD 29 (??/??/92) 1821.164  (m)         5974.94   (f) ADJ UNCH    2 0
 MV0110
 MV0110.Superseded values are not recommended for survey control.
 MV0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0110.See file dsdata.txt to determine how the superseded data were derived.
 MV0110
 MV0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG992446(NAD 83)
 MV0110_MARKER: DB = BENCH MARK DISK
 MV0110_SETTING: 80 = SET IN A BOULDER
 MV0110_SP_SET: BOULDER
 MV0110_STAMPING: E 398 1965
 MV0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0110+STABILITY: SURFACE MOTION
 MV0110
 MV0110  HISTORY     - Date     Condition        Report By
 MV0110  HISTORY     - 1965     MONUMENTED       CGS
 MV0110
 MV0110                          STATION DESCRIPTION
 MV0110
 MV0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0110'9.3 MI SE FROM IXL RANCH.
 MV0110'4.8 MILES SOUTHEAST ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0110'THENCE 4.5 MILES EAST ALONG STATE HIGHWAY 34A, 0.15 MILE NORTH OF A
 MV0110'FENCE CORNER, IN THE TOP OF A 3- BY 3-FOOT BOULDER WHICH PROJECTS
 MV0110'ABOUT 1 FOOT ABOVE THE GROUND, 40 FEET NORTHWEST OF THE CENTER LINE OF
 MV0110'THE HIGHWAY, 90 FEET NORTHEAST OF THE ROUND MOUNTAIN PATROL TRAIL
 MV0110'SIGN, 87 FEET NORTHEAST OF THE CENTER LINE OF A TRAIL NORTHWEST TO
 MV0110'ROUND MOUNTAIN, 5.0 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 2 FEET
 MV0110'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0891 ***********************************************************************
 FS0891  DESIGNATION -  E 399
 FS0891  PID         -  FS0891
 FS0891  STATE/COUNTY-  NV/CLARK
 FS0891  USGS QUAD   -  BOULDER CITY NW (1983)
 FS0891
 FS0891                         *CURRENT SURVEY CONTROL
 FS0891  ___________________________________________________________________
 FS0891* NAD 83(1986)-  35 58 41.     (N)    114 55 08.     (W)     SCALED    
 FS0891* NAVD 88     -       737.247  (meters)    2418.78   (feet)  ADJUSTED  
 FS0891  ___________________________________________________________________
 FS0891  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FS0891  DYNAMIC HT  -         736.490 (meters)    2416.30  (feet)  COMP
 FS0891  MODELED GRAV-     979,581.0   (mgal)                       NAVD 88
 FS0891
 FS0891  VERT ORDER  -  FIRST     CLASS II
 FS0891
 FS0891.The horizontal coordinates were scaled from a topographic map and have
 FS0891.an estimated accuracy of +/- 6 seconds.
 FS0891
 FS0891.The orthometric height was determined by differential leveling
 FS0891.and adjusted by the National Geodetic Survey in June 1991..
 FS0891
 FS0891.The geoid height was determined by GEOID03.
 FS0891
 FS0891.The dynamic height is computed by dividing the NAVD 88
 FS0891.geopotential number by the normal gravity value computed on the
 FS0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0891.degrees latitude (g = 980.6199 gals.).
 FS0891
 FS0891.The modeled gravity was interpolated from observed gravity values.
 FS0891
 FS0891;                    North         East    Units  Estimated Accuracy
 FS0891;SPC NV E     - 8,136,440.      259,920.      MT  (+/- 180 meters Scaled)
 FS0891
 FS0891                          SUPERSEDED SURVEY CONTROL
 FS0891
 FS0891.No superseded survey control is available for this station.
 FS0891
 FS0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV876835(NAD 83)
 FS0891_MARKER: DB = BENCH MARK DISK
 FS0891_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FS0891+WITH SETTING: PAVEMENT
 FS0891_SP_SET: TOWER FOUNDATION ON BEDROCK
 FS0891_STAMPING: E 399 1980
 FS0891_MARK LOGO: NGS   
 FS0891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0891+STABILITY: POSITION/ELEVATION WELL
 FS0891
 FS0891  HISTORY     - Date     Condition        Report By
 FS0891  HISTORY     - 1980     MONUMENTED       NGS
 FS0891  HISTORY     - 1981     GOOD             NGS
 FS0891
 FS0891                          STATION DESCRIPTION
 FS0891
 FS0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 FS0891'29.8 KM SE FROM LAS VEGAS.
 FS0891'29.5 KILOMETERS (18.35 MILES) SOUTHEAST ALONG U. S. HIGHWAY 93 AND 95
 FS0891'FROM THE UNION PACIFIC RAILROAD STATION (UNION PLAZA HOTEL) IN LAS
 FS0891'VEGAS, THENCE 0.3 KILOMETER (0.2 MILE) WEST-SOUTHWEST ACROSS COUNTRY
 FS0891'AND UPHILL, AT THE SECOND POWER LINE TRANSMISSION STEEL TOWER
 FS0891'SOUTHEAST OF THE UNION PACIFIC RAILROAD, ALSO THE THIRD STEEL TOWER
 FS0891'SOUTHEAST OF THE CROSSING OF A LARGER STEEL TOWER TRANSMISSION LINE,
 FS0891'IN TOP OF THE NORTHEAST EDGE OF THE CONCRETE FOUNDATION OF THE EAST
 FS0891'LEG OF TOWER 6-2, 0.4 METER (1.5 FEET) ABOVE THE GROUND.  THIS TOWER
 FS0891'LEG RESTS ON BEDROCK.
 FS0891
 FS0891                          STATION RECOVERY (1981)
 FS0891
 FS0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0217 ***********************************************************************
 MT0217  DESIGNATION -  E 4
 MT0217  PID         -  MT0217
 MT0217  STATE/COUNTY-  NV/ELKO
 MT0217  USGS QUAD   -  HOLBORN (1968)
 MT0217
 MT0217                         *CURRENT SURVEY CONTROL
 MT0217  ___________________________________________________________________
 MT0217* NAD 83(1986)-  41 12 11.     (N)    114 39 50.     (W)     SCALED    
 MT0217* NAVD 88     -      1877.342  (meters)    6159.25   (feet)  ADJUSTED  
 MT0217  ___________________________________________________________________
 MT0217  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 MT0217  DYNAMIC HT  -        1875.758 (meters)    6154.05  (feet)  COMP
 MT0217  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 MT0217
 MT0217  VERT ORDER  -  FIRST     CLASS II
 MT0217
 MT0217.The horizontal coordinates were scaled from a topographic map and have
 MT0217.an estimated accuracy of +/- 6 seconds.
 MT0217
 MT0217.The orthometric height was determined by differential leveling
 MT0217.and adjusted by the National Geodetic Survey in June 1991..
 MT0217.WARNING-Repeat measurements at this control monument indicate possible
 MT0217.vertical movement.
 MT0217
 MT0217.The geoid height was determined by GEOID03.
 MT0217
 MT0217.The dynamic height is computed by dividing the NAVD 88
 MT0217.geopotential number by the normal gravity value computed on the
 MT0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0217.degrees latitude (g = 980.6199 gals.).
 MT0217
 MT0217.The modeled gravity was interpolated from observed gravity values.
 MT0217
 MT0217;                    North         East    Units  Estimated Accuracy
 MT0217;SPC NV E     - 8,716,600.      277,110.      MT  (+/- 180 meters Scaled)
 MT0217
 MT0217                          SUPERSEDED SURVEY CONTROL
 MT0217
 MT0217  NGVD 29 (??/??/92) 1876.140  (m)         6155.30   (f) ADJ UNCH    1 2
 MT0217
 MT0217.Superseded values are not recommended for survey control.
 MT0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0217.See file dsdata.txt to determine how the superseded data were derived.
 MT0217
 MT0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF958639(NAD 83)
 MT0217_MARKER: Z = SEE DESCRIPTION
 MT0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0217
 MT0217  HISTORY     - Date     Condition        Report By
 MT0217  HISTORY     - 1911     MONUMENTED       CGS
 MT0217  HISTORY     - 1953     GOOD             NGS
 MT0217  HISTORY     - 1968     GOOD             USGS
 MT0217  HISTORY     - 1984     GOOD             NGS
 MT0217
 MT0217                          STATION DESCRIPTION
 MT0217
 MT0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0217'IN FENELON.
 MT0217'AT FENELON, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 0.2 MILE
 MT0217'SOUTHWEST OF THE STATION, AT THE SECTION BUILDINGS (FORMER STATION),
 MT0217'300 FEET WEST OF THE WEST CORNER OF THE CONCRETE BASE OF SEMAPHORE
 MT0217'627.5, 192.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 MT0217'113.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE NORTHEAST ONE OF
 MT0217'TWO SECTION HOUSE BUILDINGS, 3.6 FEET SOUTHEAST OF A FENCE, 1.4 FEET
 MT0217'NORTHEAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE TRACK, AND
 MT0217'FLANKED BY THE CHISELED LETTERS USBM IN THE TOP OF A SANDSTONE POST
 MT0217'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MT0217
 MT0217                          STATION RECOVERY (1968)
 MT0217
 MT0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0217'RECOVERED IN GOOD CONDITION.
 MT0217
 MT0217                          STATION RECOVERY (1984)
 MT0217
 MT0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0217'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.45 KM
 MT0217'(8.45 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE OVER US
 MT0217'HIGHWAY 93 AT WELLS, THENCE 0.15 KM (0.1 MI) NORTH ALONG MOOR SUMMIT
 MT0217'ROAD, THENCE 16.8 KM (10.5 MI) NORTHEAST ALONG MOOR-COBRE ROAD, THENCE
 MT0217'0.15 KM (0.1 MI) NORTHWEST ALONG A DIRT ROAD, 0.75 KM (0.45 MI)
 MT0217'NORTHEAST OF THE SOUTHERN PACIFIC RAILROAD MILEPOLE 627, 4.45 KM
 MT0217'(2.8 MI) SOUTHWEST OF THE Y JUNCTION OF A DIRT ROAD LEADING SOUTH TO
 MT0217'PEQUOP SPRING, 22.4 METERS (73.5 FT) NORTHEAST OF THE CENTER OF THE
 MT0217'ROAD, 58.7 METERS (192.5 FT) NORTHWEST OF THE NORTHWEST RAIL,
 MT0217'21.6 METERS (71 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD, 1.2 METERS
 MT0217'(4 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE AND 0.5 METER (1.5 FT)
 MT0217'NORTHEAST OF A 4- BY 4-INCH WOODEN WITNESS POST.  NOTE-MARK IS THE
 MT0217'BOTTOM OF A SQUARE HOLE IN TOP OF A SANDSTONE POST.
 MT0217'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 MT0217'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0443 ***********************************************************************
 MT0443  DESIGNATION -  E 40
 MT0443  PID         -  MT0443
 MT0443  STATE/COUNTY-  NV/ELKO
 MT0443  USGS QUAD   -  TWIN BUTTES (1982)
 MT0443
 MT0443                         *CURRENT SURVEY CONTROL
 MT0443  ___________________________________________________________________
 MT0443* NAD 83(1986)-  41 11 54.     (N)    115 19 16.     (W)     SCALED    
 MT0443* NAVD 88     -      1681.982  (meters)    5518.30   (feet)  ADJUSTED  
 MT0443  ___________________________________________________________________
 MT0443  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 MT0443  DYNAMIC HT  -        1680.625 (meters)    5513.85  (feet)  COMP
 MT0443  MODELED GRAV-     979,757.4   (mgal)                       NAVD 88
 MT0443
 MT0443  VERT ORDER  -  SECOND    CLASS 0
 MT0443
 MT0443.The horizontal coordinates were scaled from a topographic map and have
 MT0443.an estimated accuracy of +/- 6 seconds.
 MT0443
 MT0443.The orthometric height was determined by differential leveling
 MT0443.and adjusted by the National Geodetic Survey in June 1991..
 MT0443
 MT0443.The geoid height was determined by GEOID03.
 MT0443
 MT0443.The dynamic height is computed by dividing the NAVD 88
 MT0443.geopotential number by the normal gravity value computed on the
 MT0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0443.degrees latitude (g = 980.6199 gals.).
 MT0443
 MT0443.The modeled gravity was interpolated from observed gravity values.
 MT0443
 MT0443;                    North         East    Units  Estimated Accuracy
 MT0443;SPC NV E     - 8,715,700.      221,990.      MT  (+/- 180 meters Scaled)
 MT0443
 MT0443                          SUPERSEDED SURVEY CONTROL
 MT0443
 MT0443  NGVD 29 (??/??/92) 1680.830  (m)         5514.52   (f) ADJ UNCH    2 0
 MT0443
 MT0443.Superseded values are not recommended for survey control.
 MT0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0443.See file dsdata.txt to determine how the superseded data were derived.
 MT0443
 MT0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF407621(NAD 83)
 MT0443_MARKER: DB = BENCH MARK DISK
 MT0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0443_STAMPING: E-40 1934
 MT0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0443+STABILITY: SURFACE MOTION
 MT0443
 MT0443  HISTORY     - Date     Condition        Report By
 MT0443  HISTORY     - 1934     MONUMENTED       CGS
 MT0443
 MT0443                          STATION DESCRIPTION
 MT0443
 MT0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0443'10.0 MI N FROM DEETH.
 MT0443'10.0 MILES NORTH OF SOUTHERN PACIFIC DEPOT AT DEETH ON TOP OF SMALL
 MT0443'RIDGE OF HILLS 850 FEET EAST OF LONG S CURVE IN ROAD.  36 FEET SOUTH
 MT0443'OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0429 ***********************************************************************
 GS0429  DESIGNATION -  E 405
 GS0429  PID         -  GS0429
 GS0429  STATE/COUNTY-  NV/NYE
 GS0429  USGS QUAD   -  FRANKLIN WELL (1987)
 GS0429
 GS0429                         *CURRENT SURVEY CONTROL
 GS0429  ___________________________________________________________________
 GS0429* NAD 83(1986)-  36 29 46.     (N)    116 25 16.     (W)     SCALED    
 GS0429* NAVD 88     -       694.329  (meters)    2277.98   (feet)  ADJUSTED  
 GS0429  ___________________________________________________________________
 GS0429  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 GS0429  DYNAMIC HT  -         693.626 (meters)    2275.67  (feet)  COMP
 GS0429  MODELED GRAV-     979,597.6   (mgal)                       NAVD 88
 GS0429
 GS0429  VERT ORDER  -  FIRST     CLASS II
 GS0429
 GS0429.The horizontal coordinates were scaled from a topographic map and have
 GS0429.an estimated accuracy of +/- 6 seconds.
 GS0429
 GS0429.The orthometric height was determined by differential leveling
 GS0429.and adjusted by the National Geodetic Survey in June 1991..
 GS0429
 GS0429.The geoid height was determined by GEOID03.
 GS0429
 GS0429.The dynamic height is computed by dividing the NAVD 88
 GS0429.geopotential number by the normal gravity value computed on the
 GS0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0429.degrees latitude (g = 980.6199 gals.).
 GS0429
 GS0429.The modeled gravity was interpolated from observed gravity values.
 GS0429
 GS0429;                    North         East    Units  Estimated Accuracy
 GS0429;SPC NV C     - 6,193,740.      522,000.      MT  (+/- 180 meters Scaled)
 GS0429
 GS0429                          SUPERSEDED SURVEY CONTROL
 GS0429
 GS0429  NGVD 29 (05/01/91)  693.539  (m)         2275.39   (f) ADJUSTED    1 2
 GS0429
 GS0429.Superseded values are not recommended for survey control.
 GS0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0429.See file dsdata.txt to determine how the superseded data were derived.
 GS0429
 GS0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA518391(NAD 83)
 GS0429_MARKER: I = METAL ROD
 GS0429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0429_SP_SET: STAINLESS STEEL ROD
 GS0429_STAMPING: E 405 1982
 GS0429_MARK LOGO: NGS   
 GS0429_PROJECTION: FLUSH
 GS0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0429+STABILITY: POSITION/ELEVATION WELL
 GS0429_ROD/PIPE-DEPTH: 5.2  meters
 GS0429
 GS0429  HISTORY     - Date     Condition        Report By
 GS0429  HISTORY     - 1982     MONUMENTED       NGS
 GS0429
 GS0429                          STATION DESCRIPTION
 GS0429
 GS0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0429'16.8 KM(10.5 MI) SOUTH FROM LATHROP WELLS.
 GS0429'16.8 KM (10.5 MI) SOUTH ALONG STATE HIGHWAY 373 FROM THE JUNCTION OF
 GS0429'US HIGHWAY 95 AT LATHROP WELLS, 21.3 KM (13.5 MI) NORTH OF DEATH
 GS0429'VALLEY JUNCTION, ON THE NORTHEAST CORNER OF A PAVED ROAD LEADING WEST
 GS0429'AND A DIRT ROAD LEADING NORTHEAST, 23.9 METERS (78.5 FT) EAST OF THE
 GS0429'CENTERLINE OF THE HIGHWAY, 31.1 METERS (102 FT) SOUTHEAST OF MILEPOST
 GS0429'6, 23.4 METERS (77 FT) NORTH OF THE CENTER OF THE DIRT ROAD, 35.4
 GS0429'METERS (116 FT) WEST OF THE EAST POLE OF A POWER LINE CROSSING.
 GS0429'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 GS0429'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1370 ***********************************************************************
 GR1370  DESIGNATION -  E 406
 GR1370  PID         -  GR1370
 GR1370  STATE/COUNTY-  NV/CLARK
 GR1370  USGS QUAD   -  FLAT TOP MESA (1985)
 GR1370
 GR1370                         *CURRENT SURVEY CONTROL
 GR1370  ___________________________________________________________________
 GR1370* NAD 83(1986)-  36 46 30.     (N)    114 15 00.     (W)     SCALED    
 GR1370* NAVD 88     -       604.709  (meters)    1983.95   (feet)  ADJUSTED  
 GR1370  ___________________________________________________________________
 GR1370  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 GR1370  DYNAMIC HT  -         604.113 (meters)    1981.99  (feet)  COMP
 GR1370  MODELED GRAV-     979,628.1   (mgal)                       NAVD 88
 GR1370  OBS GRAVITY -     979,629.8   (mgal)                       GRAV_OBS
 GR1370
 GR1370  VERT ORDER  -  FIRST     CLASS II
 GR1370
 GR1370.The horizontal coordinates were scaled from a topographic map and have
 GR1370.an estimated accuracy of +/- 6 seconds.
 GR1370
 GR1370.The orthometric height was determined by differential leveling
 GR1370.and adjusted by the National Geodetic Survey in June 1991..
 GR1370
 GR1370.The geoid height was determined by GEOID03.
 GR1370
 GR1370.The dynamic height is computed by dividing the NAVD 88
 GR1370.geopotential number by the normal gravity value computed on the
 GR1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1370.degrees latitude (g = 980.6199 gals.).
 GR1370
 GR1370.The modeled gravity was interpolated from observed gravity values.
 GR1370.The observed gravity was obtained from relative gravimeter ties
 GR1370.to the IGSN71 gravity network.
 GR1370
 GR1370;                    North         East    Units  Estimated Accuracy
 GR1370;SPC NV E     - 8,225,490.      319,020.      MT  (+/- 180 meters Scaled)
 GR1370
 GR1370                          SUPERSEDED SURVEY CONTROL
 GR1370
 GR1370.No superseded survey control is available for this station.
 GR1370
 GR1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA454734(NAD 83)
 GR1370_MARKER: I = METAL ROD
 GR1370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1370_SP_SET: STAINLESS STEEL ROD
 GR1370_STAMPING: E 406 1983
 GR1370_MARK LOGO: NGS   
 GR1370_PROJECTION: PROJECTING 10 CENTIMETERS
 GR1370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1370+STABILITY: POSITION/ELEVATION WELL
 GR1370_ROD/PIPE-DEPTH: 5.5  meters
 GR1370
 GR1370  HISTORY     - Date     Condition        Report By
 GR1370  HISTORY     - 1983     MONUMENTED       NGS
 GR1370
 GR1370                          STATION DESCRIPTION
 GR1370
 GR1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1370'32.6 KM (20.4 MI) NE FROM GLENDALE.
 GR1370'32.65 KM (20.4 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST
 GR1370'END OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 1.4 KM (0.9 MI)
 GR1370'NORTHWEST OF THE WEST END OF THE NORTH BOUND OVERPASS BRIDGE OVER
 GR1370'STATE HIGHWAY 170, 0.73 KM (0.45 MI) SOUTHEAST OF MILEPOST 111, AT THE
 GR1370'NORTHWEST END OF THE SOUTHEAST ONE OF TWO SMALL DIRT CUTS AT THE
 GR1370'CENTER OF THE HIGHWAY GRADE, 17.5 METERS (57.5 FT) SOUTHWEST OF THE
 GR1370'NORTH BOUND CENTERLINE, 31.1 METERS (102 FT) NORTHWEST OF THE
 GR1370'SOUTHWEST LEG OF THE BUNKERVILLE NEXT RIGHT SIGN, 10.6 METERS (35 FT)
 GR1370'SOUTHWEST OF THE SOUTHWEST EDGE OF A STEEL GUARD RAIL, 5.2 METERS (17
 GR1370'FT) NORTHWEST OF THE NORTHWEST END OF THE CUT.
 GR1370'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 GR1370'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1339 ***********************************************************************
 GR1339  DESIGNATION -  E 407
 GR1339  PID         -  GR1339
 GR1339  STATE/COUNTY-  NV/CLARK
 GR1339  USGS QUAD   -  INDIAN SPRINGS SE (1982)
 GR1339
 GR1339                         *CURRENT SURVEY CONTROL
 GR1339  ___________________________________________________________________
 GR1339* NAD 83(1986)-  36 30 44.     (N)    115 31 39.     (W)     SCALED    
 GR1339* NAVD 88     -       963.012  (meters)    3159.48   (feet)  ADJUSTED  
 GR1339  ___________________________________________________________________
 GR1339  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 GR1339  DYNAMIC HT  -         961.974 (meters)    3156.08  (feet)  COMP
 GR1339  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 GR1339
 GR1339  VERT ORDER  -  FIRST     CLASS II
 GR1339
 GR1339.The horizontal coordinates were scaled from a topographic map and have
 GR1339.an estimated accuracy of +/- 6 seconds.
 GR1339
 GR1339.The orthometric height was determined by differential leveling
 GR1339.and adjusted by the National Geodetic Survey in June 1991..
 GR1339
 GR1339.The geoid height was determined by GEOID03.
 GR1339
 GR1339.The dynamic height is computed by dividing the NAVD 88
 GR1339.geopotential number by the normal gravity value computed on the
 GR1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1339.degrees latitude (g = 980.6199 gals.).
 GR1339
 GR1339.The modeled gravity was interpolated from observed gravity values.
 GR1339
 GR1339;                    North         East    Units  Estimated Accuracy
 GR1339;SPC NV E     - 8,195,500.      205,000.      MT  (+/- 180 meters Scaled)
 GR1339
 GR1339                          SUPERSEDED SURVEY CONTROL
 GR1339
 GR1339  NGVD 29 (05/01/91)  962.206  (m)         3156.84   (f) ADJUSTED    1 2
 GR1339
 GR1339.Superseded values are not recommended for survey control.
 GR1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1339.See file dsdata.txt to determine how the superseded data were derived.
 GR1339
 GR1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA318417(NAD 83)
 GR1339_MARKER: I = METAL ROD
 GR1339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1339_SP_SET: STAINLESS STEEL ROD
 GR1339_STAMPING: E 407 1983
 GR1339_MARK LOGO: NGS   
 GR1339_PROJECTION: FLUSH
 GR1339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1339+STABILITY: POSITION/ELEVATION WELL
 GR1339_ROD/PIPE-DEPTH: 7.9  meters
 GR1339
 GR1339  HISTORY     - Date     Condition        Report By
 GR1339  HISTORY     - 1983     MONUMENTED       NGS
 GR1339
 GR1339                          STATION DESCRIPTION
 GR1339
 GR1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1339'14.8 KM (9.3 MI) SE FROM INDIAN SPRINGS.
 GR1339'18.85 KM (9.3 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE POST OFFICE
 GR1339'IN INDIAN SPRINGS, 2.2 KM (1.35 MI) SOUTHEAST OF THE JUNCTION OF A
 GR1339'PAVED ROAD LEADING TO PRISON, 0.15 KM (0.1 MI) NORTHWEST OF MILEPOST
 GR1339'110, 30.5 METERS (100 FT) NORTHEAST OF THE NORTH BOUND CENTERLINE,
 GR1339'14.9 METERS (49 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING EAST.
 GR1339'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 GR1339'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1363 ***********************************************************************
 GR1363  DESIGNATION -  E 408
 GR1363  PID         -  GR1363
 GR1363  STATE/COUNTY-  NV/NYE
 GR1363  USGS QUAD   -  NIAVI WASH (1984)
 GR1363
 GR1363                         *CURRENT SURVEY CONTROL
 GR1363  ___________________________________________________________________
 GR1363* NAD 83(1986)-  36 35 53.     (N)    115 59 54.     (W)     SCALED    
 GR1363* NAVD 88     -      1056.444  (meters)    3466.02   (feet)  ADJUSTED  
 GR1363  ___________________________________________________________________
 GR1363  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GR1363  DYNAMIC HT  -        1055.321 (meters)    3462.33  (feet)  COMP
 GR1363  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 GR1363
 GR1363  VERT ORDER  -  FIRST     CLASS II
 GR1363
 GR1363.The horizontal coordinates were scaled from a topographic map and have
 GR1363.an estimated accuracy of +/- 6 seconds.
 GR1363
 GR1363.The orthometric height was determined by differential leveling
 GR1363.and adjusted by the National Geodetic Survey in June 1991..
 GR1363
 GR1363.The geoid height was determined by GEOID03.
 GR1363
 GR1363.The dynamic height is computed by dividing the NAVD 88
 GR1363.geopotential number by the normal gravity value computed on the
 GR1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1363.degrees latitude (g = 980.6199 gals.).
 GR1363
 GR1363.The modeled gravity was interpolated from observed gravity values.
 GR1363
 GR1363;                    North         East    Units  Estimated Accuracy
 GR1363;SPC NV C     - 6,205,240.      559,800.      MT  (+/- 180 meters Scaled)
 GR1363
 GR1363                          SUPERSEDED SURVEY CONTROL
 GR1363
 GR1363  NGVD 29 (05/01/91) 1055.608  (m)         3463.27   (f) ADJUSTED    1 2
 GR1363
 GR1363.Superseded values are not recommended for survey control.
 GR1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1363.See file dsdata.txt to determine how the superseded data were derived.
 GR1363
 GR1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA895507(NAD 83)
 GR1363_MARKER: DB = BENCH MARK DISK
 GR1363_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GR1363_SP_SET: BRIDGE PIER
 GR1363_STAMPING: E 408 1983
 GR1363_MARK LOGO: NGS   
 GR1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1363
 GR1363  HISTORY     - Date     Condition        Report By
 GR1363  HISTORY     - 1983     MONUMENTED       NGS
 GR1363
 GR1363                          STATION DESCRIPTION
 GR1363
 GR1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1363'30.0 KM (18.7 MI) WEST FROM INDIAN SPRINGS.
 GR1363'30.0 KM (18.75 MI) WEST ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 GR1363'INDIAN SPRINGS, VERTICALLY IN THE NORTH FACE OF THE NORTH ONE OF THREE
 GR1363'WEST PIERS OF THE WEST BOUND BRIDGE OVER THE MERCURY HIGHWAY, 38.9 KM
 GR1363'(24.3 MI) SOUTHEAST OF LATHROP WELLS, 7.9 METERS (26 FT) WEST OF THE
 GR1363'CENTERLINE OF THE MERCURY HIGHWAY, 1.5 METERS (5 FT) ABOVE THE SURFACE
 GR1363'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0470 ***********************************************************************
 GS0470  DESIGNATION -  E 409
 GS0470  PID         -  GS0470
 GS0470  STATE/COUNTY-  NV/NYE
 GS0470  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0470
 GS0470                         *CURRENT SURVEY CONTROL
 GS0470  ___________________________________________________________________
 GS0470* NAD 83(1986)-  36 39 50.     (N)    116 28 52.     (W)     SCALED    
 GS0470* NAVD 88     -       796.381  (meters)    2612.79   (feet)  ADJUSTED  
 GS0470  ___________________________________________________________________
 GS0470  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GS0470  DYNAMIC HT  -         795.575 (meters)    2610.15  (feet)  COMP
 GS0470  MODELED GRAV-     979,592.7   (mgal)                       NAVD 88
 GS0470
 GS0470  VERT ORDER  -  FIRST     CLASS II
 GS0470
 GS0470.The horizontal coordinates were scaled from a topographic map and have
 GS0470.an estimated accuracy of +/- 6 seconds.
 GS0470
 GS0470.The orthometric height was determined by differential leveling
 GS0470.and adjusted by the National Geodetic Survey in June 1991..
 GS0470
 GS0470.The geoid height was determined by GEOID03.
 GS0470
 GS0470.The dynamic height is computed by dividing the NAVD 88
 GS0470.geopotential number by the normal gravity value computed on the
 GS0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0470.degrees latitude (g = 980.6199 gals.).
 GS0470
 GS0470.The modeled gravity was interpolated from observed gravity values.
 GS0470
 GS0470;                    North         East    Units  Estimated Accuracy
 GS0470;SPC NV C     - 6,212,350.      516,590.      MT  (+/- 180 meters Scaled)
 GS0470
 GS0470                          SUPERSEDED SURVEY CONTROL
 GS0470
 GS0470  NGVD 29 (05/01/91)  795.576  (m)         2610.15   (f) ADJUSTED    1 2
 GS0470
 GS0470.Superseded values are not recommended for survey control.
 GS0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0470.See file dsdata.txt to determine how the superseded data were derived.
 GS0470
 GS0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA463577(NAD 83)
 GS0470_MARKER: I = METAL ROD
 GS0470_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GS0470+WITH SETTING: INFORMATION.
 GS0470_SP_SET: SHALLOW SET METAL ROD
 GS0470_STAMPING: E 409 1983
 GS0470_MARK LOGO: NGS   
 GS0470_PROJECTION: FLUSH
 GS0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0470_ROD/PIPE-DEPTH: 2.7  meters
 GS0470
 GS0470  HISTORY     - Date     Condition        Report By
 GS0470  HISTORY     - 1983     MONUMENTED       NGS
 GS0470
 GS0470                          STATION DESCRIPTION
 GS0470
 GS0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0470'7.5 KM (4.7 MI) NW FROM LATHROP WELLS.
 GS0470'7.5 KM (4.7 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0470'STATE HIGHWAY 373 IN LATHROP WELLS, 0.15 KM (0.1 MI) SOUTHEAST OF
 GS0470'MILEPOST 35, 60.0 METERS (197 FT) NORTH-NORTHEAST OF THE HIGHWAY
 GS0470'CENTERLINE, 19.6 METERS (64.5 FT) WEST OF A TELEPHONE POLE, 3.0 METERS
 GS0470'(10 FT) EAST-SOUTHEAST OF THE SOUTHEAST END OF A WOODEN BRACE IN THE
 GS0470'RIGHT OF WAY FENCE, 0.6 METER (2 FT) SOUTH-SOUTHWEST OF THE RIGHT OF
 GS0470'WAY FENCE.
 GS0470'THE MARK IS 0.8 METERS  WNW FROM A WITNESS POST.
 GS0470'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0388 ***********************************************************************
 MT0388  DESIGNATION -  E 41
 MT0388  PID         -  MT0388
 MT0388  STATE/COUNTY-  NV/ELKO
 MT0388  USGS QUAD   -  JARBIDGE SOUTH (1986)
 MT0388
 MT0388                         *CURRENT SURVEY CONTROL
 MT0388  ___________________________________________________________________
 MT0388* NAD 83(1986)-  41 51 33.     (N)    115 26 09.     (W)     SCALED    
 MT0388* NAVD 88     -      2205.159  (meters)    7234.76   (feet)  ADJUSTED  
 MT0388  ___________________________________________________________________
 MT0388  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 MT0388  DYNAMIC HT  -        2203.413 (meters)    7229.03  (feet)  COMP
 MT0388  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 MT0388
 MT0388  VERT ORDER  -  SECOND    CLASS 0
 MT0388
 MT0388.The horizontal coordinates were scaled from a topographic map and have
 MT0388.an estimated accuracy of +/- 6 seconds.
 MT0388
 MT0388.The orthometric height was determined by differential leveling
 MT0388.and adjusted by the National Geodetic Survey in June 1991..
 MT0388
 MT0388.The geoid height was determined by GEOID03.
 MT0388
 MT0388.The dynamic height is computed by dividing the NAVD 88
 MT0388.geopotential number by the normal gravity value computed on the
 MT0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0388.degrees latitude (g = 980.6199 gals.).
 MT0388
 MT0388.The modeled gravity was interpolated from observed gravity values.
 MT0388
 MT0388;                    North         East    Units  Estimated Accuracy
 MT0388;SPC NV E     - 8,789,070.      212,250.      MT  (+/- 180 meters Scaled)
 MT0388
 MT0388                          SUPERSEDED SURVEY CONTROL
 MT0388
 MT0388  NGVD 29 (??/??/92) 2203.960  (m)         7230.83   (f) ADJ UNCH    2 0
 MT0388
 MT0388.Superseded values are not recommended for survey control.
 MT0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0388.See file dsdata.txt to determine how the superseded data were derived.
 MT0388
 MT0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG298353(NAD 83)
 MT0388_MARKER: DB = BENCH MARK DISK
 MT0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0388_STAMPING: E-41 1934
 MT0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0388+STABILITY: SURFACE MOTION
 MT0388
 MT0388  HISTORY     - Date     Condition        Report By
 MT0388  HISTORY     - 1934     MONUMENTED       CGS
 MT0388
 MT0388                          STATION DESCRIPTION
 MT0388
 MT0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0388'3.1 MI S FROM JARBIDGE.
 MT0388'3.1 MILES SOUTH OF PUBLIC SCHOOL AT JARBIDGE ON TOP OF FIRST RIDGE OF
 MT0388'HILLS SOUTH OF JARBIDGE.  36 FEET NORTHWEST OF U CURVE IN ROAD.  36
 MT0388'FEET NORTHWEST OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0431 ***********************************************************************
 JQ0431  DESIGNATION -  E 410
 JQ0431  PID         -  JQ0431
 JQ0431  STATE/COUNTY-  NV/ESMERALDA
 JQ0431  USGS QUAD   -  TONOPAH (1982)
 JQ0431
 JQ0431                         *CURRENT SURVEY CONTROL
 JQ0431  ___________________________________________________________________
 JQ0431* NAD 83(1986)-  38 02 45.     (N)    117 13 05.     (W)     SCALED    
 JQ0431* NAVD 88     -      1895.416  (meters)    6218.54   (feet)  ADJUSTED  
 JQ0431  ___________________________________________________________________
 JQ0431  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 JQ0431  DYNAMIC HT  -        1893.254 (meters)    6211.45  (feet)  COMP
 JQ0431  MODELED GRAV-     979,420.7   (mgal)                       NAVD 88
 JQ0431
 JQ0431  VERT ORDER  -  FIRST     CLASS II
 JQ0431
 JQ0431.The horizontal coordinates were scaled from a topographic map and have
 JQ0431.an estimated accuracy of +/- 6 seconds.
 JQ0431
 JQ0431.The orthometric height was determined by differential leveling
 JQ0431.and adjusted by the National Geodetic Survey in June 1991..
 JQ0431
 JQ0431.The geoid height was determined by GEOID03.
 JQ0431
 JQ0431.The dynamic height is computed by dividing the NAVD 88
 JQ0431.geopotential number by the normal gravity value computed on the
 JQ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0431.degrees latitude (g = 980.6199 gals.).
 JQ0431
 JQ0431.The modeled gravity was interpolated from observed gravity values.
 JQ0431
 JQ0431;                    North         East    Units  Estimated Accuracy
 JQ0431;SPC NV W     - 4,366,570.      919,830.      MT  (+/- 180 meters Scaled)
 JQ0431
 JQ0431                          SUPERSEDED SURVEY CONTROL
 JQ0431
 JQ0431  NGVD 29 (05/01/91) 1894.161  (m)         6214.43   (f) ADJUSTED    1 2
 JQ0431
 JQ0431.Superseded values are not recommended for survey control.
 JQ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0431.See file dsdata.txt to determine how the superseded data were derived.
 JQ0431
 JQ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC808109(NAD 83)
 JQ0431_MARKER: DB = BENCH MARK DISK
 JQ0431_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0431_SP_SET: ROCK OUTCROP
 JQ0431_STAMPING: E 410 1983
 JQ0431_MARK LOGO: NGS   
 JQ0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0431+STABILITY: POSITION/ELEVATION WELL
 JQ0431
 JQ0431  HISTORY     - Date     Condition        Report By
 JQ0431  HISTORY     - 1983     MONUMENTED       NGS
 JQ0431
 JQ0431                          STATION DESCRIPTION
 JQ0431
 JQ0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JQ0431'2.1 KM (1.3 MI) SOUTH FROM TONOPAH.
 JQ0431'2.1 KM (1.3 MI) SOUTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 JQ0431'HIGHWAY 6 IN TONOPAH, IN TOP OF A PORTION OF OUTCROP IN TOP OF THE
 JQ0431'SOUTH END OF A SLOPED CUT, 45.7 METERS (150 FT) NORTH OF THE SOUTH END
 JQ0431'OF THE CUT, 16.7 METERS (55 FT) WEST OF THE HIGHWAY CENTERLINE.
 JQ0431'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 JQ0431'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0833 ***********************************************************************
 HQ0833  DESIGNATION -  E 411
 HQ0833  PID         -  HQ0833
 HQ0833  STATE/COUNTY-  NV/ESMERALDA
 HQ0833  USGS QUAD   -  RALSTON (1988)
 HQ0833
 HQ0833                         *CURRENT SURVEY CONTROL
 HQ0833  ___________________________________________________________________
 HQ0833* NAD 83(1986)-  37 35 15.     (N)    117 12 27.     (W)     SCALED    
 HQ0833* NAVD 88     -      1587.814  (meters)    5209.35   (feet)  ADJUSTED  
 HQ0833  ___________________________________________________________________
 HQ0833  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 HQ0833  DYNAMIC HT  -        1586.042 (meters)    5203.54  (feet)  COMP
 HQ0833  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 HQ0833
 HQ0833  VERT ORDER  -  FIRST     CLASS II
 HQ0833
 HQ0833.The horizontal coordinates were scaled from a topographic map and have
 HQ0833.an estimated accuracy of +/- 6 seconds.
 HQ0833
 HQ0833.The orthometric height was determined by differential leveling
 HQ0833.and adjusted by the National Geodetic Survey in June 1991..
 HQ0833
 HQ0833.The geoid height was determined by GEOID03.
 HQ0833
 HQ0833.The dynamic height is computed by dividing the NAVD 88
 HQ0833.geopotential number by the normal gravity value computed on the
 HQ0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0833.degrees latitude (g = 980.6199 gals.).
 HQ0833
 HQ0833.The modeled gravity was interpolated from observed gravity values.
 HQ0833
 HQ0833;                    North         East    Units  Estimated Accuracy
 HQ0833;SPC NV W     - 4,315,710.      921,510.      MT  (+/- 180 meters Scaled)
 HQ0833
 HQ0833                          SUPERSEDED SURVEY CONTROL
 HQ0833
 HQ0833  NGVD 29 (05/01/91) 1586.702  (m)         5205.70   (f) ADJUSTED    1 2
 HQ0833
 HQ0833.Superseded values are not recommended for survey control.
 HQ0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0833.See file dsdata.txt to determine how the superseded data were derived.
 HQ0833
 HQ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB816600(NAD 83)
 HQ0833_MARKER: I = METAL ROD
 HQ0833_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HQ0833_SP_SET: STAINLESS STEEL ROD
 HQ0833_STAMPING: E 411 1983
 HQ0833_MARK LOGO: NGS   
 HQ0833_PROJECTION: FLUSH
 HQ0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0833_ROD/PIPE-DEPTH: 3.0  meters
 HQ0833
 HQ0833  HISTORY     - Date     Condition        Report By
 HQ0833  HISTORY     - 1983     MONUMENTED       NGS
 HQ0833
 HQ0833                          STATION DESCRIPTION
 HQ0833
 HQ0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0833'14.0 KM (8.7 MI) SOUTH FROM GOLDFIELD.
 HQ0833'14.0 KM (8.7 MI) SOUTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0833'GOLDFIELD, BETWEEN THE OLD AND THE NEW HIGHWAY ON A LOW RIDGE, 31.0
 HQ0833'METERS (102 FT) EAST OF THE CENTERLINE OF THE NEW HIGHWAY, 39.6 METERS
 HQ0833'(130 FT) WEST OF THE CENTERLINE OF THE OLD HIGHWAY.
 HQ0833'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 HQ0833'THE MARK IS ABOVE LEVEL WITH THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0800 ***********************************************************************
 HQ0800  DESIGNATION -  E 412
 HQ0800  PID         -  HQ0800
 HQ0800  STATE/COUNTY-  NV/NYE
 HQ0800  USGS QUAD   -  SPRINGDALE NW (1986)
 HQ0800
 HQ0800                         *CURRENT SURVEY CONTROL
 HQ0800  ___________________________________________________________________
 HQ0800* NAD 83(1986)-  37 12 19.     (N)    116 57 31.     (W)     SCALED    
 HQ0800* NAVD 88     -      1262.416  (meters)    4141.78   (feet)  ADJUSTED  
 HQ0800  ___________________________________________________________________
 HQ0800  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 HQ0800  DYNAMIC HT  -        1261.043 (meters)    4137.27  (feet)  COMP
 HQ0800  MODELED GRAV-     979,500.3   (mgal)                       NAVD 88
 HQ0800
 HQ0800  VERT ORDER  -  FIRST     CLASS II
 HQ0800
 HQ0800.The horizontal coordinates were scaled from a topographic map and have
 HQ0800.an estimated accuracy of +/- 6 seconds.
 HQ0800
 HQ0800.The orthometric height was determined by differential leveling
 HQ0800.and adjusted by the National Geodetic Survey in June 1991..
 HQ0800
 HQ0800.The geoid height was determined by GEOID03.
 HQ0800
 HQ0800.The dynamic height is computed by dividing the NAVD 88
 HQ0800.geopotential number by the normal gravity value computed on the
 HQ0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0800.degrees latitude (g = 980.6199 gals.).
 HQ0800
 HQ0800.The modeled gravity was interpolated from observed gravity values.
 HQ0800
 HQ0800;                    North         East    Units  Estimated Accuracy
 HQ0800;SPC NV C     - 6,272,450.      474,090.      MT  (+/- 180 meters Scaled)
 HQ0800
 HQ0800                          SUPERSEDED SURVEY CONTROL
 HQ0800
 HQ0800  NGVD 29 (05/01/91) 1261.412  (m)         4138.48   (f) ADJUSTED    1 2
 HQ0800
 HQ0800.Superseded values are not recommended for survey control.
 HQ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0800.See file dsdata.txt to determine how the superseded data were derived.
 HQ0800
 HQ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB036176(NAD 83)
 HQ0800_MARKER: I = METAL ROD
 HQ0800_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HQ0800_SP_SET: STAINLESS STEEL ROD
 HQ0800_STAMPING: E 412 1983
 HQ0800_MARK LOGO: NGS   
 HQ0800_PROJECTION: FLUSH
 HQ0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0800_ROD/PIPE-DEPTH: 6.1  meters
 HQ0800
 HQ0800  HISTORY     - Date     Condition        Report By
 HQ0800  HISTORY     - 1983     MONUMENTED       NGS
 HQ0800
 HQ0800                          STATION DESCRIPTION
 HQ0800
 HQ0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0800'43.5 KM (27.2 MI) NORTH FROM BEATTY.
 HQ0800'43.55 KM (27.2 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 HQ0800'STATE HIGHWAY 374 IN BEATTY, 11.85 KM (7.4 MI) NORTHWEST OF THE
 HQ0800'T-JUNCTION OF A PAVED ROAD LEADING NORTHEAST INTO NELLIS AIR FORCE
 HQ0800'RANGE, 56.1 METERS (184 FT) SOUTHWEST OF MILEPOST 87, 60.4 METERS (198
 HQ0800'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 67.6 METERS (222 FT) WEST OF
 HQ0800'THE SOUTHWEST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 2.3
 HQ0800'METERS (7.5 FT) EAST OF A POWER POLE, 0.3 METER (1 FT) NORTHEAST OF
 HQ0800'THE RIGHT-OF-WAY FENCE.
 HQ0800'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0337 ***********************************************************************
 MU0337  DESIGNATION -  E 413
 MU0337  PID         -  MU0337
 MU0337  STATE/COUNTY-  NV/ELKO
 MU0337  USGS QUAD   -  BULL RUN RESERVOIR (1987)
 MU0337
 MU0337                         *CURRENT SURVEY CONTROL
 MU0337  ___________________________________________________________________
 MU0337* NAD 83(1986)-  41 40 26.     (N)    116 11 39.     (W)     SCALED    
 MU0337* NAVD 88     -      1798.726  (meters)    5901.32   (feet)  ADJUSTED  
 MU0337  ___________________________________________________________________
 MU0337  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 MU0337  DYNAMIC HT  -        1797.322 (meters)    5896.71  (feet)  COMP
 MU0337  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 MU0337
 MU0337  VERT ORDER  -  FIRST     CLASS II
 MU0337
 MU0337.The horizontal coordinates were scaled from a topographic map and have
 MU0337.an estimated accuracy of +/- 6 seconds.
 MU0337
 MU0337.The orthometric height was determined by differential leveling
 MU0337.and adjusted by the National Geodetic Survey in June 1991..
 MU0337
 MU0337.The geoid height was determined by GEOID03.
 MU0337
 MU0337.The dynamic height is computed by dividing the NAVD 88
 MU0337.geopotential number by the normal gravity value computed on the
 MU0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0337.degrees latitude (g = 980.6199 gals.).
 MU0337
 MU0337.The modeled gravity was interpolated from observed gravity values.
 MU0337
 MU0337;                    North         East    Units  Estimated Accuracy
 MU0337;SPC NV E     - 8,768,660.      149,140.      MT  (+/- 180 meters Scaled)
 MU0337
 MU0337                          SUPERSEDED SURVEY CONTROL
 MU0337
 MU0337.No superseded survey control is available for this station.
 MU0337
 MU0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG670138(NAD 83)
 MU0337_MARKER: DV = VERTICAL CONTROL DISK
 MU0337_SETTING: 66 = SET IN ROCK OUTCROP
 MU0337_SP_SET: ROCK OUTCROP
 MU0337_STAMPING: E 413 1983
 MU0337_MARK LOGO: NGS   
 MU0337_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0337
 MU0337  HISTORY     - Date     Condition        Report By
 MU0337  HISTORY     - 1983     MONUMENTED       NGS
 MU0337  HISTORY     - 19840601 GOOD             NGS
 MU0337
 MU0337                          STATION DESCRIPTION
 MU0337
 MU0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0337'LOCATION--41.6 KM (25.8 MI) SOUTH OF OWYHEE. 0.7 KM (0.45 MI) SOUTH
 MU0337'ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE 40.9 KM
 MU0337'(25.4 MI) SOUTH ALONG STATE HIGHWAY 11, IN TOP OF THE SOUTHWEST END OF
 MU0337'A 3- BY 4-FOOT PORTION OF OUTCROP PROJECTING 1.5 FT ABOVE THE SURFACE
 MU0337'OF THE GROUND, 14.9 M (49 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND
 MU0337'6.7 M (22 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.  ABOUT LEVEL WITH
 MU0337'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0362 ***********************************************************************
 MU0362  DESIGNATION -  E 414
 MU0362  PID         -  MU0362
 MU0362  STATE/COUNTY-  NV/ELKO
 MU0362  USGS QUAD   -  WATER PIPE CANYON (1987)
 MU0362
 MU0362                         *CURRENT SURVEY CONTROL
 MU0362  ___________________________________________________________________
 MU0362* NAD 83(1986)-  41 16 52.     (N)    116 06 47.     (W)     SCALED    
 MU0362* NAVD 88     -      1799.266  (meters)    5903.09   (feet)  ADJUSTED  
 MU0362  ___________________________________________________________________
 MU0362  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 MU0362  DYNAMIC HT  -        1797.772 (meters)    5898.19  (feet)  COMP
 MU0362  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 MU0362
 MU0362  VERT ORDER  -  FIRST     CLASS II
 MU0362
 MU0362.The horizontal coordinates were scaled from a topographic map and have
 MU0362.an estimated accuracy of +/- 6 seconds.
 MU0362
 MU0362.The orthometric height was determined by differential leveling
 MU0362.and adjusted by the National Geodetic Survey in June 1991..
 MU0362
 MU0362.The geoid height was determined by GEOID03.
 MU0362
 MU0362.The dynamic height is computed by dividing the NAVD 88
 MU0362.geopotential number by the normal gravity value computed on the
 MU0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0362.degrees latitude (g = 980.6199 gals.).
 MU0362
 MU0362.The modeled gravity was interpolated from observed gravity values.
 MU0362
 MU0362;                    North         East    Units  Estimated Accuracy
 MU0362;SPC NV E     - 8,725,000.      155,630.      MT  (+/- 180 meters Scaled)
 MU0362
 MU0362                          SUPERSEDED SURVEY CONTROL
 MU0362
 MU0362.No superseded survey control is available for this station.
 MU0362
 MU0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF742703(NAD 83)
 MU0362_MARKER: I = METAL ROD
 MU0362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0362_SP_SET: STAINLESS STEEL ROD
 MU0362_STAMPING: E 414 1983
 MU0362_MARK LOGO: NGS   
 MU0362_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0362
 MU0362  HISTORY     - Date     Condition        Report By
 MU0362  HISTORY     - 1983     MONUMENTED       NGS
 MU0362  HISTORY     - 19840601 GOOD             NGS
 MU0362
 MU0362                          STATION DESCRIPTION
 MU0362
 MU0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0362'LOCATION--34.1 KM (21.2 MI) SOUTH OF DEEP CREEK. 34.1 KM (21.2 MI)
 MU0362'SOUTH ALONG STATE HIGHWAY 226 FROM THE BRIDGE AT DEEP CREEK, 0.6 KM
 MU0362'(0.4 MI) NORTH OF THE TAYLOR CANYON CLUB, 18.5 M (61 FT) EAST OF THE
 MU0362'HIGHWAY CENTERLINE, 92.9 M (305 FT) NORTH OF THE CENTER OF A GRAVEL
 MU0362'ROAD LEADING WEST AND 14.9 M (49 FT) NORTH-NORTHWEST OF THE TUSCARORA
 MU0362'HERITAGE SIGN.  A STAINLESS STEEL ROD SET TO THE DEPTH OF 9.4 M
 MU0362'ENCASED IN A PIPE FLUSH WITH THE GROUND.  0.6 M ABOVE THE HIGHWAY.
 MU0362'0.6 M WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0674 ***********************************************************************
 MT0674  DESIGNATION -  E 415
 MT0674  PID         -  MT0674
 MT0674  STATE/COUNTY-  NV/ELKO
 MT0674  USGS QUAD   -  DINNER STATION (1971)
 MT0674
 MT0674                         *CURRENT SURVEY CONTROL
 MT0674  ___________________________________________________________________
 MT0674* NAD 83(1986)-  41 04 15.     (N)    115 51 46.     (W)     SCALED    
 MT0674* NAVD 88     -      1831.695  (meters)    6009.49   (feet)  ADJUSTED  
 MT0674  ___________________________________________________________________
 MT0674  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 MT0674  DYNAMIC HT  -        1830.122 (meters)    6004.33  (feet)  COMP
 MT0674  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 MT0674
 MT0674  VERT ORDER  -  FIRST     CLASS II
 MT0674
 MT0674.The horizontal coordinates were scaled from a topographic map and have
 MT0674.an estimated accuracy of +/- 6 seconds.
 MT0674
 MT0674.The orthometric height was determined by differential leveling
 MT0674.and adjusted by the National Geodetic Survey in June 1991..
 MT0674
 MT0674.The geoid height was determined by GEOID03.
 MT0674
 MT0674.The dynamic height is computed by dividing the NAVD 88
 MT0674.geopotential number by the normal gravity value computed on the
 MT0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0674.degrees latitude (g = 980.6199 gals.).
 MT0674
 MT0674.The modeled gravity was interpolated from observed gravity values.
 MT0674
 MT0674;                    North         East    Units  Estimated Accuracy
 MT0674;SPC NV E     - 8,701,550.      176,520.      MT  (+/- 180 meters Scaled)
 MT0674
 MT0674                          SUPERSEDED SURVEY CONTROL
 MT0674
 MT0674.No superseded survey control is available for this station.
 MT0674
 MT0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF955472(NAD 83)
 MT0674_MARKER: I = METAL ROD
 MT0674_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0674_SP_SET: STAINLESS STEEL ROD
 MT0674_STAMPING: E 415 1983
 MT0674_MARK LOGO: NGS   
 MT0674_MAGNETIC: I = MARKER IS A STEEL ROD
 MT0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0674
 MT0674  HISTORY     - Date     Condition        Report By
 MT0674  HISTORY     - 1983     MONUMENTED       NGS
 MT0674  HISTORY     - 19840601 GOOD             NGS
 MT0674
 MT0674                          STATION DESCRIPTION
 MT0674
 MT0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MT0674'LOCATION--33.5 KM (20.8 MI) NORTH OF ELKO. 33.5 KM (20.75 MI) NORTH
 MT0674'ALONG STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80 AT ELKO,
 MT0674'0.4 KM (0.25 MI) NORTH OF MILEPOST 48, AT THE T JUNCTION OF A GRAVEL
 MT0674'ROAD LEADING WEST, 35.3 M (116 FT) WEST OF THE HIGHWAY CENTERLINE,
 MT0674'58.5 M (192 FT) NORTHEAST OF THE CENTER OF A WIRE GATE, 33.2 M (109
 MT0674'FT) WEST-NORTHWEST OF THE CENTER OF THE ROAD AND 25.9 M (85 FT) EAST
 MT0674'OF THE RIGHT OF WAY FENCE.  A STAINLESS STEEL ROD SET TO THE DEPTH OF
 MT0674'7.0 M ENCASED IN A PIPE FLUSH WITH THE GROUND.  1.8 M BELOW THE
 MT0674'HIGHWAY.  0.6 M NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0778 ***********************************************************************
 LQ0778  DESIGNATION -  E 416 RESET
 LQ0778  PID         -  LQ0778
 LQ0778  STATE/COUNTY-  NV/ELKO
 LQ0778  USGS QUAD   -  ELKO WEST (1975)
 LQ0778
 LQ0778                         *CURRENT SURVEY CONTROL
 LQ0778  ___________________________________________________________________
 LQ0778* NAD 83(1986)-  40 49 38.     (N)    115 46 26.     (W)     SCALED    
 LQ0778* NAVD 88     -      1543.04   (meters)    5062.5    (feet)  RESET     
 LQ0778  ___________________________________________________________________
 LQ0778  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 LQ0778
 LQ0778  VERT ORDER  -  THIRD
 LQ0778
 LQ0778.The horizontal coordinates were scaled from a topographic map and have
 LQ0778.an estimated accuracy of +/- 6 seconds.
 LQ0778
 LQ0778.The orthometric height was computed from unverified reset data.
 LQ0778.No vertical observational check was made to the station.
 LQ0778
 LQ0778.The geoid height was determined by GEOID03.
 LQ0778
 LQ0778;                    North         East    Units  Estimated Accuracy
 LQ0778;SPC NV E     - 8,674,480.      183,930.      MT  (+/- 180 meters Scaled)
 LQ0778
 LQ0778                          SUPERSEDED SURVEY CONTROL
 LQ0778
 LQ0778.No superseded survey control is available for this station.
 LQ0778
 LQ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF033203(NAD 83)
 LQ0778_MARKER: DV = VERTICAL CONTROL DISK
 LQ0778_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LQ0778_SP_SET: CURB
 LQ0778_STAMPING: E 416 RESET 1990
 LQ0778_MARK LOGO: NGS   
 LQ0778_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0778
 LQ0778  HISTORY     - Date     Condition        Report By
 LQ0778  HISTORY     - 1990     MONUMENTED       NVDT
 LQ0778
 LQ0778                          STATION DESCRIPTION
 LQ0778
 LQ0778'DESCRIBED BY NEVADA DEPARTMENT OF TRANSPORTATION 1990
 LQ0778'154.90 FEET (47.21 M) WEST ALONG OLD US 40 AND SET IN TOP OF CURB AND
 LQ0778'GUTTER FROM OLD LOCATION AND 37.48 FEET (11.42 M) SOUTH OF CENTERLINE
 LQ0778'AND APPROXIMATELY 215 FEET (65.5 M) BEFORE CENTER OF INTERSECTION OF
 LQ0778'OLD US 40, SILVER STREET AND MOUNTAIN CITY HIGHWAY TRAVELING WEST,
 LQ0778'45.77 FFET NORTHEAST OF TELEPHONE BOX, 138.47 FEET (42.21 M)
 LQ0778'NORTHEAST OF TRAFFIC CONTROL POLE, 235.37 FEET (71.74 M) SOUTHEAST OF
 LQ0778'TRAFFIC CONTROL POLE, 116.72 FEET (35.58 M) SOUTHEAST OF EDGE OF
 LQ0778'WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0449 ***********************************************************************
 JQ0449  DESIGNATION -  E 417
 JQ0449  PID         -  JQ0449
 JQ0449  STATE/COUNTY-  NV/NYE
 JQ0449  USGS QUAD   -  YELLOW CONE (1986)
 JQ0449
 JQ0449                         *CURRENT SURVEY CONTROL
 JQ0449  ___________________________________________________________________
 JQ0449* NAD 83(1986)-  38 07 08.     (N)    116 47 16.     (W)     SCALED    
 JQ0449* NAVD 88     -      1868.187  (meters)    6129.21   (feet)  ADJUSTED  
 JQ0449  ___________________________________________________________________
 JQ0449  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 JQ0449  DYNAMIC HT  -        1866.093 (meters)    6122.34  (feet)  COMP
 JQ0449  MODELED GRAV-     979,441.6   (mgal)                       NAVD 88
 JQ0449
 JQ0449  VERT ORDER  -  FIRST     CLASS II
 JQ0449
 JQ0449.The horizontal coordinates were scaled from a topographic map and have
 JQ0449.an estimated accuracy of +/- 6 seconds.
 JQ0449
 JQ0449.The orthometric height was determined by differential leveling
 JQ0449.and adjusted by the National Geodetic Survey in June 1991..
 JQ0449
 JQ0449.The geoid height was determined by GEOID03.
 JQ0449
 JQ0449.The dynamic height is computed by dividing the NAVD 88
 JQ0449.geopotential number by the normal gravity value computed on the
 JQ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0449.degrees latitude (g = 980.6199 gals.).
 JQ0449
 JQ0449.The modeled gravity was interpolated from observed gravity values.
 JQ0449
 JQ0449;                    North         East    Units  Estimated Accuracy
 JQ0449;SPC NV C     - 6,373,810.      489,380.      MT  (+/- 180 meters Scaled)
 JQ0449
 JQ0449                          SUPERSEDED SURVEY CONTROL
 JQ0449
 JQ0449.No superseded survey control is available for this station.
 JQ0449
 JQ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC186190(NAD 83)
 JQ0449_MARKER: DB = BENCH MARK DISK
 JQ0449_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0449_SP_SET: ROCK OUTCROP
 JQ0449_STAMPING: E 417 1984
 JQ0449_MARK LOGO: NGS   
 JQ0449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0449+STABILITY: POSITION/ELEVATION WELL
 JQ0449
 JQ0449  HISTORY     - Date     Condition        Report By
 JQ0449  HISTORY     - 1984     MONUMENTED       NGS
 JQ0449
 JQ0449                          STATION DESCRIPTION
 JQ0449
 JQ0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0449'40.6 KM (25.4 MI) EAST FROM TONOPAH.
 JQ0449'40.6 KM (25.4 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0449'HIGHWAY 95 AT TONOPAH, IN TOP OF A MASSIVE PORTION OF OUTCROP,
 JQ0449'7.6 METERS (25 FT) NORTHWEST OF THE EDGE OF A DRY WASH, AT THE EAST
 JQ0449'END OF A BEDROCK CUT, 0.1 KM (0.05 MI) EAST OF MILEPOST 27,
 JQ0449'29.5 METERS (97 FT) SOUTH OF THE HIGHWAY CENTERLINE AND 37.2 METERS
 JQ0449'(122 FT) SOUTHWEST OF THE WEST END OF THE SOUTH HEADWALL FOR A 4 BY 4
 JQ0449'FOOT BOX CULVERT.
 JQ0449'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 JQ0449'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0472 ***********************************************************************
 JQ0472  DESIGNATION -  E 418
 JQ0472  PID         -  JQ0472
 JQ0472  STATE/COUNTY-  NV/NYE
 JQ0472  USGS QUAD   -  PALISADE MESA (1980)
 JQ0472
 JQ0472                         *CURRENT SURVEY CONTROL
 JQ0472  ___________________________________________________________________
 JQ0472* NAD 83(1986)-  38 23 02.     (N)    116 13 01.     (W)     SCALED    
 JQ0472* NAVD 88     -      1627.434  (meters)    5339.34   (feet)  ADJUSTED  
 JQ0472  ___________________________________________________________________
 JQ0472  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 JQ0472  DYNAMIC HT  -        1625.671 (meters)    5333.56  (feet)  COMP
 JQ0472  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 JQ0472
 JQ0472  VERT ORDER  -  FIRST     CLASS II
 JQ0472
 JQ0472.The horizontal coordinates were scaled from a topographic map and have
 JQ0472.an estimated accuracy of +/- 6 seconds.
 JQ0472
 JQ0472.The orthometric height was determined by differential leveling
 JQ0472.and adjusted by the National Geodetic Survey in June 1991..
 JQ0472
 JQ0472.The geoid height was determined by GEOID03.
 JQ0472
 JQ0472.The dynamic height is computed by dividing the NAVD 88
 JQ0472.geopotential number by the normal gravity value computed on the
 JQ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0472.degrees latitude (g = 980.6199 gals.).
 JQ0472
 JQ0472.The modeled gravity was interpolated from observed gravity values.
 JQ0472
 JQ0472;                    North         East    Units  Estimated Accuracy
 JQ0472;SPC NV C     - 6,403,310.      539,290.      MT  (+/- 180 meters Scaled)
 JQ0472
 JQ0472                          SUPERSEDED SURVEY CONTROL
 JQ0472
 JQ0472.No superseded survey control is available for this station.
 JQ0472
 JQ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC683487(NAD 83)
 JQ0472_MARKER: I = METAL ROD
 JQ0472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0472_SP_SET: STAINLESS STEEL ROD
 JQ0472_STAMPING: E 418 1984
 JQ0472_MARK LOGO: NGS   
 JQ0472_PROJECTION: FLUSH
 JQ0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0472_ROD/PIPE-DEPTH: 5.2  meters
 JQ0472
 JQ0472  HISTORY     - Date     Condition        Report By
 JQ0472  HISTORY     - 1984     MONUMENTED       NGS
 JQ0472
 JQ0472                          STATION DESCRIPTION
 JQ0472
 JQ0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0472'25.3 KM (15.8 MI) NE FROM WARM SPRINGS.
 JQ0472'25.3 KM (15.8 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0472'STATE HIGHWAY 375 AT WARM SPRINGS, 0.25 KM (0.15 MI) SOUTHWEST OF
 JQ0472'MILEPOST 67 AND 28.3 METERS (93 FT) SOUTHEAST OF THE HIGHWAY
 JQ0472'CENTERLINE.
 JQ0472'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 JQ0472'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0292 ***********************************************************************
 JP0292  DESIGNATION -  E 419
 JP0292  PID         -  JP0292
 JP0292  STATE/COUNTY-  NV/NYE
 JP0292  USGS QUAD   -  BLUE EAGLE SPRINGS N (1990)
 JP0292
 JP0292                         *CURRENT SURVEY CONTROL
 JP0292  ___________________________________________________________________
 JP0292* NAD 83(1986)-  38 37 55.     (N)    115 36 12.     (W)     SCALED    
 JP0292* NAVD 88     -      1454.339  (meters)    4771.44   (feet)  ADJUSTED  
 JP0292  ___________________________________________________________________
 JP0292  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 JP0292  DYNAMIC HT  -        1452.822 (meters)    4766.47  (feet)  COMP
 JP0292  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 JP0292
 JP0292  VERT ORDER  -  FIRST     CLASS II
 JP0292
 JP0292.The horizontal coordinates were scaled from a topographic map and have
 JP0292.an estimated accuracy of +/- 6 seconds.
 JP0292
 JP0292.The orthometric height was determined by differential leveling
 JP0292.and adjusted by the National Geodetic Survey in June 1991..
 JP0292
 JP0292.The geoid height was determined by GEOID03.
 JP0292
 JP0292.The dynamic height is computed by dividing the NAVD 88
 JP0292.geopotential number by the normal gravity value computed on the
 JP0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0292.degrees latitude (g = 980.6199 gals.).
 JP0292
 JP0292.The modeled gravity was interpolated from observed gravity values.
 JP0292
 JP0292;                    North         East    Units  Estimated Accuracy
 JP0292;SPC NV C     - 6,431,280.      592,580.      MT  (+/- 180 meters Scaled)
 JP0292
 JP0292                          SUPERSEDED SURVEY CONTROL
 JP0292
 JP0292.No superseded survey control is available for this station.
 JP0292
 JP0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC215768(NAD 83)
 JP0292_MARKER: I = METAL ROD
 JP0292_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JP0292+WITH SETTING: INFORMATION.
 JP0292_SP_SET: SHALLOW SET METAL ROD
 JP0292_STAMPING: E 419 1984
 JP0292_MARK LOGO: NGS   
 JP0292_PROJECTION: FLUSH
 JP0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0292_ROD/PIPE-DEPTH: 1.8  meters
 JP0292
 JP0292  HISTORY     - Date     Condition        Report By
 JP0292  HISTORY     - 1984     MONUMENTED       NGS
 JP0292
 JP0292                          STATION DESCRIPTION
 JP0292
 JP0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0292'16.9 KM (10.5 MI) SW FROM CURRANT.
 JP0292'16.9 KM (10.55 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0292'STATE HIGHWAY 379 AT CURRANT, IN THE EAST CORNER OF THE T JUNCTION OF
 JP0292'A PAVED ROAD LEADING EAST, 0.6 KM (0.4 MI) SOUTHWEST OF MILEPOST 108,
 JP0292'61.1 METERS (200.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 JP0292'13.5 METERS (44.5 FT) NORTHEAST OF THE CENTER OF THE ROAD AND
 JP0292'2.0 METERS (6.5 FT) NORTH OF POWER POLE 116.
 JP0292'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 JP0292'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0051 ***********************************************************************
 KP0051  DESIGNATION -  E 42
 KP0051  PID         -  KP0051
 KP0051  STATE/COUNTY-  NV/WHITE PINE
 KP0051  USGS QUAD   -  MAJORS PLACE (1993)
 KP0051
 KP0051                         *CURRENT SURVEY CONTROL
 KP0051  ___________________________________________________________________
 KP0051* NAD 83(1986)-  39 01 32.     (N)    114 34 57.     (W)     SCALED    
 KP0051* NAVD 88     -      1981.181  (meters)    6499.92   (feet)  ADJUSTED  
 KP0051  ___________________________________________________________________
 KP0051  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 KP0051  DYNAMIC HT  -        1979.028 (meters)    6492.86  (feet)  COMP
 KP0051  MODELED GRAV-     979,470.2   (mgal)                       NAVD 88
 KP0051
 KP0051  VERT ORDER  -  FIRST     CLASS II
 KP0051
 KP0051.The horizontal coordinates were scaled from a topographic map and have
 KP0051.an estimated accuracy of +/- 6 seconds.
 KP0051
 KP0051.The orthometric height was determined by differential leveling
 KP0051.and adjusted by the National Geodetic Survey in June 1991..
 KP0051
 KP0051.The geoid height was determined by GEOID03.
 KP0051
 KP0051.The dynamic height is computed by dividing the NAVD 88
 KP0051.geopotential number by the normal gravity value computed on the
 KP0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0051.degrees latitude (g = 980.6199 gals.).
 KP0051
 KP0051.The modeled gravity was interpolated from observed gravity values.
 KP0051
 KP0051;                    North         East    Units  Estimated Accuracy
 KP0051;SPC NV E     - 8,474,910.      286,660.      MT  (+/- 180 meters Scaled)
 KP0051
 KP0051                          SUPERSEDED SURVEY CONTROL
 KP0051
 KP0051  NGVD 29 (??/??/92) 1979.908  (m)         6495.75   (f) ADJ UNCH    1 2
 KP0051
 KP0051.Superseded values are not recommended for survey control.
 KP0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0051.See file dsdata.txt to determine how the superseded data were derived.
 KP0051
 KP0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD092223(NAD 83)
 KP0051_MARKER: DB = BENCH MARK DISK
 KP0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0051_STAMPING: E 42 1934
 KP0051_MARK LOGO: CGS   
 KP0051_PROJECTION: PROJECTING 12 CENTIMETERS
 KP0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0051+STABILITY: SURFACE MOTION
 KP0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0051+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 KP0051
 KP0051  HISTORY     - Date     Condition        Report By
 KP0051  HISTORY     - 1934     MONUMENTED       CGS
 KP0051  HISTORY     - 1959     GOOD             NGS
 KP0051  HISTORY     - 1984     GOOD             NGS
 KP0051  HISTORY     - 20020802 GOOD             NVGS
 KP0051
 KP0051                          STATION DESCRIPTION
 KP0051
 KP0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KP0051'27.2 MI SE FROM ELY.
 KP0051'27.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM THE COUNTY COURTHOUSE
 KP0051'AT ELY, 292 FEET NORTHEAST OF THE NORTH-EAST CORNER OF THE OFFICE
 KP0051'BUILDING AT MAJORS PLACE, 186 FEET NORTH OF THE JUNCTION OF U.S.
 KP0051'HIGHWAY 93, AND 52 FEET WEST OF THE CENTERLINE OF CLEVELAND RANCH
 KP0051'ROAD.  A STANDARD DISK, STAMPED E 42 1934 AND SET IN THE TOP OF A
 KP0051'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KP0051
 KP0051                          STATION RECOVERY (1984)
 KP0051
 KP0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0051'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  42.45 KM
 KP0051'(26.8 MI) SOUTHEAST ALONG US HIGHWAYS 6, 93 AND 50 FROM THE
 KP0051'JUNCTION OF US HIGHWAYS 6 AND 93 AT ELY ALSO 58.3 KM (36.4 MI) WEST OF
 KP0051'BAKER, 0.1 KM (0.05 MI) WEST OF MILEPOST 65, 52.4 METERS (172 FT)
 KP0051'NORTH OF THE HIGHWAY CENTERLINE, 56.7 METERS (186 FT) NORTHWEST OF THE
 KP0051'JUNCTION OF US HIGHWAY 93 LEADING SOUTH, 15.8 METERS (52 FT) NORTHWEST
 KP0051'OF THE CENTER OF THE CLEVELAND RANCH ROAD AND 2.6 METERS (8.5 FT)
 KP0051'NORTH OF THE RIGHT OF WAY FENCE.
 KP0051'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 KP0051'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 KP0051
 KP0051                          STATION RECOVERY (2002)
 KP0051
 KP0051'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 KP0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0318 ***********************************************************************
 JP0318  DESIGNATION -  E 420
 JP0318  PID         -  JP0318
 JP0318  STATE/COUNTY-  NV/WHITE PINE
 JP0318  USGS QUAD   -  BADGER HOLE SPRING (1978)
 JP0318
 JP0318                         *CURRENT SURVEY CONTROL
 JP0318  ___________________________________________________________________
 JP0318* NAD 83(1986)-  38 56 54.     (N)    115 09 29.     (W)     SCALED    
 JP0318* NAVD 88     -      1809.657  (meters)    5937.18   (feet)  ADJUSTED  
 JP0318  ___________________________________________________________________
 JP0318  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 JP0318  DYNAMIC HT  -        1807.717 (meters)    5930.82  (feet)  COMP
 JP0318  MODELED GRAV-     979,492.2   (mgal)                       NAVD 88
 JP0318
 JP0318  VERT ORDER  -  FIRST     CLASS II
 JP0318
 JP0318.The horizontal coordinates were scaled from a topographic map and have
 JP0318.an estimated accuracy of +/- 6 seconds.
 JP0318
 JP0318.The orthometric height was determined by differential leveling
 JP0318.and adjusted by the National Geodetic Survey in June 1991..
 JP0318
 JP0318.The geoid height was determined by GEOID03.
 JP0318
 JP0318.The dynamic height is computed by dividing the NAVD 88
 JP0318.geopotential number by the normal gravity value computed on the
 JP0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0318.degrees latitude (g = 980.6199 gals.).
 JP0318
 JP0318.The modeled gravity was interpolated from observed gravity values.
 JP0318
 JP0318;                    North         East    Units  Estimated Accuracy
 JP0318;SPC NV E     - 8,465,950.      236,860.      MT  (+/- 180 meters Scaled)
 JP0318
 JP0318                          SUPERSEDED SURVEY CONTROL
 JP0318
 JP0318.No superseded survey control is available for this station.
 JP0318
 JP0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD596126(NAD 83)
 JP0318_MARKER: DB = BENCH MARK DISK
 JP0318_SETTING: 66 = SET IN ROCK OUTCROP
 JP0318_SP_SET: ROCK OUTCROP
 JP0318_STAMPING: E 420 1984
 JP0318_MARK LOGO: NGS   
 JP0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0318+STABILITY: POSITION/ELEVATION WELL
 JP0318
 JP0318  HISTORY     - Date     Condition        Report By
 JP0318  HISTORY     - 1984     MONUMENTED       NGS
 JP0318
 JP0318                          STATION DESCRIPTION
 JP0318
 JP0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0318'38.5 KM (23.9 MI) NE FROM CURRANT.
 JP0318'38.5 KM (23.9 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0318'STATE HIGHWAY 379 AT CURRANT, IN TOP OF AND 0.7 METER (2.5 FT)
 JP0318'NORTHEAST OF THE SOUTHWEST END OF A 8 BY 20 FOOT BROWN VOLCANIC
 JP0318'OUTCROP PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND, ON TOP OF
 JP0318'THE SOUTHWEST END OF A LONG BEDROCK CUT, 13.4 METERS (44 FT) SOUTHEAST
 JP0318'OF THE HIGHWAY CENTERLINE, 102.5 METERS (336.5 FT) NORTHEAST OF
 JP0318'MILEPOST 10, 8.3 METERS (27.5 FT) NORTH OF THE CENTER OF THE OLD
 JP0318'HIGHWAY BED, 6.7 METERS (22 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 JP0318'CUT AND 0.6 METER (2 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE
 JP0318'OUTCROP.
 JP0318'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 JP0318'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0230 ***********************************************************************
 KP0230  DESIGNATION -  E 421
 KP0230  PID         -  KP0230
 KP0230  STATE/COUNTY-  NV/WHITE PINE
 KP0230  USGS QUAD   -  ELY (1978)
 KP0230
 KP0230                         *CURRENT SURVEY CONTROL
 KP0230  ___________________________________________________________________
 KP0230* NAD 83(1986)-  39 13 59.     (N)    114 53 48.     (W)     SCALED    
 KP0230* NAVD 88     -      1996.724  (meters)    6550.92   (feet)  ADJUSTED  
 KP0230  ___________________________________________________________________
 KP0230  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 KP0230  DYNAMIC HT  -        1994.563 (meters)    6543.83  (feet)  COMP
 KP0230  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 KP0230
 KP0230  VERT ORDER  -  FIRST     CLASS II
 KP0230
 KP0230.The horizontal coordinates were scaled from a topographic map and have
 KP0230.an estimated accuracy of +/- 6 seconds.
 KP0230
 KP0230.The orthometric height was determined by differential leveling
 KP0230.and adjusted by the National Geodetic Survey in June 1991..
 KP0230
 KP0230.The geoid height was determined by GEOID03.
 KP0230
 KP0230.The dynamic height is computed by dividing the NAVD 88
 KP0230.geopotential number by the normal gravity value computed on the
 KP0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0230.degrees latitude (g = 980.6199 gals.).
 KP0230
 KP0230.The modeled gravity was interpolated from observed gravity values.
 KP0230
 KP0230;                    North         East    Units  Estimated Accuracy
 KP0230;SPC NV E     - 8,497,690.      259,280.      MT  (+/- 180 meters Scaled)
 KP0230
 KP0230                          SUPERSEDED SURVEY CONTROL
 KP0230
 KP0230.No superseded survey control is available for this station.
 KP0230
 KP0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD815447(NAD 83)
 KP0230_MARKER: I = METAL ROD
 KP0230_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0230_SP_SET: STAINLESS STEEL ROD
 KP0230_STAMPING: E 421 1984
 KP0230_MARK LOGO: NGS   
 KP0230_PROJECTION: FLUSH
 KP0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0230_ROD/PIPE-DEPTH: 18.2 meters
 KP0230
 KP0230  HISTORY     - Date     Condition        Report By
 KP0230  HISTORY     - 1984     MONUMENTED       NGS
 KP0230
 KP0230                          STATION DESCRIPTION
 KP0230
 KP0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0230'2.9 KM (1.8 MI) SW FROM ELY.
 KP0230'2.9 KM (1.8 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 KP0230'HIGHWAY 93 AT ELY, IN THE NORTHWEST CORNER OF THE Y JUNCTION OF MILL
 KP0230'STREET, 0.3 KM (0.2 MI) NORTHEAST OF MILEPOST 36, 87.8 METERS (288 FT)
 KP0230'NORTHWEST OF THE HIGHWAY CENTERLINE, 75.9 METERS (249 FT) NORTH OF THE
 KP0230'NORTHEAST CORNER OF A BRICK PUMP HOUSE, 30.5 METERS (100 FT) WEST OF
 KP0230'THE CENTER OF THE STREET, 15.8 METERS (52 FT) SOUTHWEST OF THE
 KP0230'NORTHWEST END OF A HEADWALL FOR A 36-INCH CULVERT PIPE CHANELING A
 KP0230'CREEK AND 3.6 METERS (12 FT) NORTH OF THE SECOND POWER POLE NORTH OF
 KP0230'THE PUMP HOUSE.
 KP0230'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 KP0230'THE MARK IS 1.5 M BELOW THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0753 ***********************************************************************
 LR0753  DESIGNATION -  E 422
 LR0753  PID         -  LR0753
 LR0753  STATE/COUNTY-  NV/EUREKA
 LR0753  USGS QUAD   -  EMIGRANT PASS (1986)
 LR0753
 LR0753                         *CURRENT SURVEY CONTROL
 LR0753  ___________________________________________________________________
 LR0753* NAD 83(1986)-  40 38 37.     (N)    116 19 28.     (W)     SCALED    
 LR0753* NAVD 88     -      1719.424  (meters)    5641.14   (feet)  ADJUSTED  
 LR0753  ___________________________________________________________________
 LR0753  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 LR0753  DYNAMIC HT  -        1717.955 (meters)    5636.32  (feet)  COMP
 LR0753  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 LR0753
 LR0753  VERT ORDER  -  FIRST     CLASS II
 LR0753
 LR0753.The horizontal coordinates were scaled from a topographic map and have
 LR0753.an estimated accuracy of +/- 6 seconds.
 LR0753
 LR0753.The orthometric height was determined by differential leveling
 LR0753.and adjusted by the National Geodetic Survey in June 1991..
 LR0753
 LR0753.The geoid height was determined by GEOID03.
 LR0753
 LR0753.The dynamic height is computed by dividing the NAVD 88
 LR0753.geopotential number by the normal gravity value computed on the
 LR0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0753.degrees latitude (g = 980.6199 gals.).
 LR0753
 LR0753.The modeled gravity was interpolated from observed gravity values.
 LR0753
 LR0753;                    North         East    Units  Estimated Accuracy
 LR0753;SPC NV E     - 8,654,340.      137,320.      MT  (+/- 180 meters Scaled)
 LR0753
 LR0753                          SUPERSEDED SURVEY CONTROL
 LR0753
 LR0753.No superseded survey control is available for this station.
 LR0753
 LR0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE571994(NAD 83)
 LR0753_MARKER: DB = BENCH MARK DISK
 LR0753_SETTING: 66 = SET IN ROCK OUTCROP
 LR0753_SP_SET: ROCK OUTCROP
 LR0753_STAMPING: E 422 1984
 LR0753_MARK LOGO: NGS   
 LR0753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0753+STABILITY: POSITION/ELEVATION WELL
 LR0753
 LR0753  HISTORY     - Date     Condition        Report By
 LR0753  HISTORY     - 1984     MONUMENTED       NGS
 LR0753
 LR0753                          STATION DESCRIPTION
 LR0753
 LR0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0753'19.4 KM (12.1 MI) SW FROM CARLIN.
 LR0753'19.45 KM (12.15 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF
 LR0753'STATE HIGHWAY 278 AT CARLIN, IN TOP OF THE SOUTHEAST END OF A 10 BY 15
 LR0753'FOOT PORTION OF BASALT OUTCROP PROJECTING 6 FEET ABOVE THE SURFACE OF
 LR0753'THE GROUND, IN THE BASE OF A HILL, 0.7 KM (0.45 MI) SOUTHWEST OF
 LR0753'MILEPOST 268, 35.6 METERS (117 FT) NORTHWEST OF THE WEST BOUND HIGHWAY
 LR0753'CENTERLINE, 27.1 METERS (89 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE
 LR0753'AND 21.6 METERS (71 FT) SOUTHEAST OF AND 20 FEET BELOW THE CENTER OF
 LR0753'AN ABANDON ROAD BED.
 LR0753'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 LR0753'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0700 ***********************************************************************
 MT0700  DESIGNATION -  E 423
 MT0700  PID         -  MT0700
 MT0700  STATE/COUNTY-  NV/ELKO
 MT0700  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0700
 MT0700                         *CURRENT SURVEY CONTROL
 MT0700  ___________________________________________________________________
 MT0700* NAD 83(1986)-  41 06 34.     (N)    114 51 14.     (W)     SCALED    
 MT0700* NAVD 88     -      1871.141  (meters)    6138.90   (feet)  ADJUSTED  
 MT0700  ___________________________________________________________________
 MT0700  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 MT0700  DYNAMIC HT  -        1869.554 (meters)    6133.70  (feet)  COMP
 MT0700  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 MT0700
 MT0700  VERT ORDER  -  FIRST     CLASS II
 MT0700
 MT0700.The horizontal coordinates were scaled from a topographic map and have
 MT0700.an estimated accuracy of +/- 6 seconds.
 MT0700
 MT0700.The orthometric height was determined by differential leveling
 MT0700.and adjusted by the National Geodetic Survey in June 1991..
 MT0700
 MT0700.The geoid height was determined by GEOID03.
 MT0700
 MT0700.The dynamic height is computed by dividing the NAVD 88
 MT0700.geopotential number by the normal gravity value computed on the
 MT0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0700.degrees latitude (g = 980.6199 gals.).
 MT0700
 MT0700.The modeled gravity was interpolated from observed gravity values.
 MT0700
 MT0700;                    North         East    Units  Estimated Accuracy
 MT0700;SPC NV E     - 8,706,060.      261,260.      MT  (+/- 180 meters Scaled)
 MT0700
 MT0700                          SUPERSEDED SURVEY CONTROL
 MT0700
 MT0700.No superseded survey control is available for this station.
 MT0700
 MT0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF801531(NAD 83)
 MT0700_MARKER: I = METAL ROD
 MT0700_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0700_SP_SET: STAINLESS STEEL ROD
 MT0700_STAMPING: E 423 1984
 MT0700_MARK LOGO: NGS   
 MT0700_PROJECTION: FLUSH
 MT0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0700_ROD/PIPE-DEPTH: 6.1  meters
 MT0700
 MT0700  HISTORY     - Date     Condition        Report By
 MT0700  HISTORY     - 1984     MONUMENTED       NGS
 MT0700
 MT0700                          STATION DESCRIPTION
 MT0700
 MT0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MT0700'9.0 KM (5.6 MI) EAST FROM WELLS.
 MT0700'9.05 KM (5.65 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE
 MT0700'OVER US HIGHWAY 93 AT WELLS, 0.7 KM (0.45 MI) EAST OF MILEPOST 357,
 MT0700'16.3 METERS (53.5 FT) NORTH OF THE EAST BOUND HIGHWAY CENTERLINE,
 MT0700'16.9 METERS (55.5 FT) SOUTH OF THE WEST BOUND HIGHWAY CENTERLINE AND
 MT0700'13.2 METERS (43.5 FT) WEST OF THE CENTER OF A CROSSOVER ROAD.
 MT0700'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 MT0700'THE MARK IS 1.2 M BELOW EASTBOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0377 ***********************************************************************
 MU0377  DESIGNATION -  E 424
 MU0377  PID         -  MU0377
 MU0377  STATE/COUNTY-  NV/HUMBOLDT
 MU0377  USGS QUAD   -  WESO (1983)
 MU0377
 MU0377                         *CURRENT SURVEY CONTROL
 MU0377  ___________________________________________________________________
 MU0377* NAD 83(1986)-  41 02 59.     (N)    117 43 13.     (W)     SCALED    
 MU0377* NAVD 88     -      1359.256  (meters)    4459.49   (feet)  ADJUSTED  
 MU0377  ___________________________________________________________________
 MU0377  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 MU0377  DYNAMIC HT  -        1358.245 (meters)    4456.18  (feet)  COMP
 MU0377  MODELED GRAV-     979,832.3   (mgal)                       NAVD 88
 MU0377
 MU0377  VERT ORDER  -  FIRST     CLASS II
 MU0377
 MU0377.The horizontal coordinates were scaled from a topographic map and have
 MU0377.an estimated accuracy of +/- 6 seconds.
 MU0377
 MU0377.The orthometric height was determined by differential leveling
 MU0377.and adjusted by the National Geodetic Survey in June 1991..
 MU0377
 MU0377.The geoid height was determined by GEOID03.
 MU0377
 MU0377.The dynamic height is computed by dividing the NAVD 88
 MU0377.geopotential number by the normal gravity value computed on the
 MU0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0377.degrees latitude (g = 980.6199 gals.).
 MU0377
 MU0377.The modeled gravity was interpolated from observed gravity values.
 MU0377
 MU0377;                    North         East    Units  Estimated Accuracy
 MU0377;SPC NV W     - 4,699,530.      872,550.      MT  (+/- 180 meters Scaled)
 MU0377
 MU0377                          SUPERSEDED SURVEY CONTROL
 MU0377
 MU0377.No superseded survey control is available for this station.
 MU0377
 MU0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF394445(NAD 83)
 MU0377_MARKER: I = METAL ROD
 MU0377_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MU0377+WITH SETTING: INFORMATION.
 MU0377_SP_SET: SHALLOW-SET METAL ROD
 MU0377_STAMPING: E 424 1984
 MU0377_MARK LOGO: NGS   
 MU0377_PROJECTION: FLUSH
 MU0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0377_ROD/PIPE-DEPTH: 1.8  meters
 MU0377
 MU0377  HISTORY     - Date     Condition        Report By
 MU0377  HISTORY     - 1984     MONUMENTED       NGS
 MU0377
 MU0377                          STATION DESCRIPTION
 MU0377
 MU0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0377'9.2 KM (5.7 MI) NORTH FROM WINNEMUCCA.
 MU0377'6.39 KM (3.97 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0377'WINNEMUCCA, THENCE 0.15 KM (0.09 MI) WEST ALONG A PAVED ROAD, THENCE
 MU0377'2.68 KM (1.67 MI) NORTH ALONG A DIRT ROAD (OLD HIGHWAY 95), AT THE TOP
 MU0377'OF A SAGEBRUSH COVERED FLAT, 0.47 KM (0.29 MI) NORTH OF THE T JUNCTION
 MU0377'OF A TRACK ROAD LEADING NORTHEAST TO US HIGHWAY 95, 0.36 KM (0.22 MI)
 MU0377'SOUTH OF THE T JUNCTION OF A TRACK ROAD LEADING SOUTHEAST TO US
 MU0377'HIGHWAY 95, 13.7 METERS (45 FT) EAST OF THE CENTER OF THE ROAD.
 MU0377'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 MU0377'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0402 ***********************************************************************
 MU0402  DESIGNATION -  E 425
 MU0402  PID         -  MU0402
 MU0402  STATE/COUNTY-  NV/HUMBOLDT
 MU0402  USGS QUAD   -  ANDORNO RANCH (1982)
 MU0402
 MU0402                         *CURRENT SURVEY CONTROL
 MU0402  ___________________________________________________________________
 MU0402* NAD 83(1986)-  41 23 21.     (N)    117 47 58.     (W)     SCALED    
 MU0402* NAVD 88     -      1353.714  (meters)    4441.31   (feet)  ADJUSTED  
 MU0402  ___________________________________________________________________
 MU0402  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 MU0402  DYNAMIC HT  -        1352.751 (meters)    4438.15  (feet)  COMP
 MU0402  MODELED GRAV-     979,864.7   (mgal)                       NAVD 88
 MU0402
 MU0402  VERT ORDER  -  FIRST     CLASS II
 MU0402
 MU0402.The horizontal coordinates were scaled from a topographic map and have
 MU0402.an estimated accuracy of +/- 6 seconds.
 MU0402
 MU0402.The orthometric height was determined by differential leveling
 MU0402.and adjusted by the National Geodetic Survey in June 1991..
 MU0402
 MU0402.The geoid height was determined by GEOID03.
 MU0402
 MU0402.The dynamic height is computed by dividing the NAVD 88
 MU0402.geopotential number by the normal gravity value computed on the
 MU0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0402.degrees latitude (g = 980.6199 gals.).
 MU0402
 MU0402.The modeled gravity was interpolated from observed gravity values.
 MU0402
 MU0402;                    North         East    Units  Estimated Accuracy
 MU0402;SPC NV W     - 4,737,160.      865,560.      MT  (+/- 180 meters Scaled)
 MU0402
 MU0402                          SUPERSEDED SURVEY CONTROL
 MU0402
 MU0402.No superseded survey control is available for this station.
 MU0402
 MU0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF331822(NAD 83)
 MU0402_MARKER: I = METAL ROD
 MU0402_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MU0402+WITH SETTING: INFORMATION.
 MU0402_SP_SET: SHALLOW-SET METAL ROD
 MU0402_STAMPING: E 425 1984
 MU0402_MARK LOGO: NGS   
 MU0402_PROJECTION: FLUSH
 MU0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0402_ROD/PIPE-DEPTH: 2.4  meters
 MU0402
 MU0402  HISTORY     - Date     Condition        Report By
 MU0402  HISTORY     - 1984     MONUMENTED       NGS
 MU0402
 MU0402                          STATION DESCRIPTION
 MU0402
 MU0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0402'52.2 KM (32.4 MI) NORTH FROM WINNEMUCCA.
 MU0402'50.46 KM (31.36 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0402'WINNEMUCCA, THENCE 1.73 KM (1.07 MI) WEST ALONG A DIRT ROAD (OLD DENIO
 MU0402'HIGHWAY), AT THE WEST POLE FOR A POWER LINE CROSSING THE ROAD, 0.34 KM
 MU0402'(0.21 MI) EAST OF A CURVE, 17.1 METERS (56 FT) NORTH OF THE CENTER OF
 MU0402'THE ROAD AND 2.8 METERS (9 FT) EAST OF POWER POLE B196L15.
 MU0402'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 MU0402'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0723 ***********************************************************************
 LR0723  DESIGNATION -  E 426
 LR0723  PID         -  LR0723
 LR0723  STATE/COUNTY-  NV/LANDER
 LR0723  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0723
 LR0723                         *CURRENT SURVEY CONTROL
 LR0723  ___________________________________________________________________
 LR0723* NAD 83(1986)-  40 38 29.     (N)    116 56 17.     (W)     SCALED    
 LR0723* NAVD 88     -      1377.261  (meters)    4518.56   (feet)  ADJUSTED  
 LR0723  ___________________________________________________________________
 LR0723  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 LR0723  DYNAMIC HT  -        1376.154 (meters)    4514.93  (feet)  COMP
 LR0723  MODELED GRAV-     979,773.2   (mgal)                       NAVD 88
 LR0723
 LR0723  VERT ORDER  -  FIRST     CLASS II
 LR0723
 LR0723.The horizontal coordinates were scaled from a topographic map and have
 LR0723.an estimated accuracy of +/- 6 seconds.
 LR0723
 LR0723.The orthometric height was determined by differential leveling
 LR0723.and adjusted by the National Geodetic Survey in June 1991..
 LR0723
 LR0723.The geoid height was determined by GEOID03.
 LR0723
 LR0723.The dynamic height is computed by dividing the NAVD 88
 LR0723.geopotential number by the normal gravity value computed on the
 LR0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0723.degrees latitude (g = 980.6199 gals.).
 LR0723
 LR0723.The modeled gravity was interpolated from observed gravity values.
 LR0723
 LR0723;                    North         East    Units  Estimated Accuracy
 LR0723;SPC NV C     - 6,653,860.      477,050.      MT  (+/- 180 meters Scaled)
 LR0723
 LR0723                          SUPERSEDED SURVEY CONTROL
 LR0723
 LR0723.No superseded survey control is available for this station.
 LR0723
 LR0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE052989(NAD 83)
 LR0723_MARKER: DB = BENCH MARK DISK
 LR0723_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LR0723_SP_SET: BUILDING
 LR0723_STAMPING: E 426 1984
 LR0723_MARK LOGO: NGS   
 LR0723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0723+STABILITY: POSITION/ELEVATION WELL
 LR0723
 LR0723  HISTORY     - Date     Condition        Report By
 LR0723  HISTORY     - 1984     MONUMENTED       NGS
 LR0723  HISTORY     - 1984     GOOD             NGS
 LR0723  HISTORY     - 1985     GOOD             NGS
 LR0723
 LR0723                          STATION DESCRIPTION
 LR0723
 LR0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0723'IN BATTLE MOUNTAIN.
 LR0723'VERTICALLY IN THE SOUTHWEST FACE OF AND 1.2 METERS (4 FT) NORTHWEST OF
 LR0723'THE SOUTH CORNER OF THE COUNTY COURTHOUSE, 34.4 METERS (113 FT)
 LR0723'SOUTHWEST OF THE SOUTHWEST CURB OF THIRD STREET AND 21.6 METERS
 LR0723'(71 FT) NORTHWEST OF THE NORTHWEST CURB OF HUMBOLDT STREET.
 LR0723'THE MARK IS 1.4 M ABOVE THE SIDEWALK.
 LR0723
 LR0723                          STATION RECOVERY (1984)
 LR0723
 LR0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0723'RECOVERED IN GOOD CONDITION.
 LR0723
 LR0723                          STATION RECOVERY (1985)
 LR0723
 LR0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LR0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0240 ***********************************************************************
 KP0240  DESIGNATION -  E 427
 KP0240  PID         -  KP0240
 KP0240  STATE/COUNTY-  NV/WHITE PINE
 KP0240  USGS QUAD   -  COMINS LAKE (1978)
 KP0240
 KP0240                         *CURRENT SURVEY CONTROL
 KP0240  ___________________________________________________________________
 KP0240* NAD 83(1986)-  39 11 55.     (N)    114 50 30.     (W)     SCALED    
 KP0240* NAVD 88     -      2019.455  (meters)    6625.50   (feet)  ADJUSTED  
 KP0240  ___________________________________________________________________
 KP0240  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 KP0240  DYNAMIC HT  -        2017.248 (meters)    6618.25  (feet)  COMP
 KP0240  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 KP0240
 KP0240  VERT ORDER  -  FIRST     CLASS II
 KP0240
 KP0240.The horizontal coordinates were scaled from a topographic map and have
 KP0240.an estimated accuracy of +/- 6 seconds.
 KP0240
 KP0240.The orthometric height was determined by differential leveling
 KP0240.and adjusted by the National Geodetic Survey in June 1991..
 KP0240
 KP0240.The geoid height was determined by GEOID03.
 KP0240
 KP0240.The dynamic height is computed by dividing the NAVD 88
 KP0240.geopotential number by the normal gravity value computed on the
 KP0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0240.degrees latitude (g = 980.6199 gals.).
 KP0240
 KP0240.The modeled gravity was interpolated from observed gravity values.
 KP0240
 KP0240;                    North         East    Units  Estimated Accuracy
 KP0240;SPC NV E     - 8,493,910.      264,060.      MT  (+/- 180 meters Scaled)
 KP0240
 KP0240                          SUPERSEDED SURVEY CONTROL
 KP0240
 KP0240.No superseded survey control is available for this station.
 KP0240
 KP0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD863410(NAD 83)
 KP0240_MARKER: I = METAL ROD
 KP0240_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0240_SP_SET: STAINLESS STEEL ROD
 KP0240_STAMPING: E 427 1984
 KP0240_MARK LOGO: NGS   
 KP0240_PROJECTION: FLUSH
 KP0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0240+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 KP0240_ROD/PIPE-DEPTH: 3.6  meters
 KP0240
 KP0240  HISTORY     - Date     Condition        Report By
 KP0240  HISTORY     - 1984     MONUMENTED       NGS
 KP0240  HISTORY     - 20020802 GOOD             NVGS
 KP0240
 KP0240                          STATION DESCRIPTION
 KP0240
 KP0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0240'5.6 KM (3.5 MI) SE FROM ELY.
 KP0240'5.6 KM (3.5 MI) SOUTHEAST ALONG US HIGHWAYS 6, 93 AND 50 FROM THE
 KP0240'JUNCTION OF US HIGHWAY 6 AND 93 AT ELY, 0.65 KM (0.4 MI) NORTHWEST OF
 KP0240'MILEPOST 43, IN THE NORTHWEST CORNER OF THE Y JUNCTION OF A DIRT ROAD
 KP0240'LEADING WEST, 32.9 METERS (108 FT) SOUTHWEST OF THE HIGHWAY
 KP0240'CENTERLINE, 42.3 METERS (139 FT) NORTH OF THE CENTER OF THE ROAD AND
 KP0240'8.1 METERS (26.5 FT) SOUTHEAST OF A POLE FOR AN OVERHEAD TELEPHONE
 KP0240'CABLE LINE LEADING WEST.
 KP0240'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 KP0240'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 KP0240
 KP0240                          STATION RECOVERY (2002)
 KP0240
 KP0240'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 KP0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0267 ***********************************************************************
 KP0267  DESIGNATION -  E 428
 KP0267  PID         -  KP0267
 KP0267  STATE/COUNTY-  NV/WHITE PINE
 KP0267  USGS QUAD   -  MAJORS PLACE (1993)
 KP0267
 KP0267                         *CURRENT SURVEY CONTROL
 KP0267  ___________________________________________________________________
 KP0267* NAD 83(1986)-  39 02 30.     (N)    114 32 04.     (W)     SCALED    
 KP0267* NAVD 88     -      1815.009  (meters)    5954.74   (feet)  ADJUSTED  
 KP0267  ___________________________________________________________________
 KP0267  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 KP0267  DYNAMIC HT  -        1813.063 (meters)    5948.36  (feet)  COMP
 KP0267  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 KP0267
 KP0267  VERT ORDER  -  FIRST     CLASS II
 KP0267
 KP0267.The horizontal coordinates were scaled from a topographic map and have
 KP0267.an estimated accuracy of +/- 6 seconds.
 KP0267
 KP0267.The orthometric height was determined by differential leveling
 KP0267.and adjusted by the National Geodetic Survey in June 1991..
 KP0267
 KP0267.The geoid height was determined by GEOID03.
 KP0267
 KP0267.The dynamic height is computed by dividing the NAVD 88
 KP0267.geopotential number by the normal gravity value computed on the
 KP0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0267.degrees latitude (g = 980.6199 gals.).
 KP0267
 KP0267.The modeled gravity was interpolated from observed gravity values.
 KP0267
 KP0267;                    North         East    Units  Estimated Accuracy
 KP0267;SPC NV E     - 8,476,750.      290,800.      MT  (+/- 180 meters Scaled)
 KP0267
 KP0267                          SUPERSEDED SURVEY CONTROL
 KP0267
 KP0267.No superseded survey control is available for this station.
 KP0267
 KP0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD133242(NAD 83)
 KP0267_MARKER: I = METAL ROD
 KP0267_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0267_SP_SET: STAINLESS STEEL ROD
 KP0267_STAMPING: E 428 1984
 KP0267_MARK LOGO: NGS   
 KP0267_PROJECTION: FLUSH
 KP0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0267_ROD/PIPE-DEPTH: 6.1  meters
 KP0267
 KP0267  HISTORY     - Date     Condition        Report By
 KP0267  HISTORY     - 1984     MONUMENTED       NGS
 KP0267
 KP0267                          STATION DESCRIPTION
 KP0267
 KP0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0267'53.7 KM (33.5 MI) WEST FROM BAKER.
 KP0267'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0267'OFFICE AT BAKER, THENCE 45.05 KM (28.1 MI) WEST ALONG US HIGHWAYS 6
 KP0267'AND 50, 1.45 KM (0.9 MI) NORTHEAST OF THE JUNCTION OF STATE HIGHWAY
 KP0267'893, 0.55 KM (0.35 MI) SOUTHWEST OF MILEPOST 8, 38.2 METERS (125.5 FT)
 KP0267'NORTHWEST OF THE HIGHWAY CENTERLINE AND 36.9 METERS (121 FT) WEST OF
 KP0267'THE SOUTHWEST END OF THE NORTHWEST HEADWALL FOR A 24-INCH CORRUGATED
 KP0267'METAL PIPE CULVERT.
 KP0267'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 KP0267'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0291 ***********************************************************************
 KP0291  DESIGNATION -  E 429
 KP0291  PID         -  KP0291
 KP0291  STATE/COUNTY-  NV/WHITE PINE
 KP0291  USGS QUAD   -  LEHMAN CAVES (1986)
 KP0291
 KP0291                         *CURRENT SURVEY CONTROL
 KP0291  ___________________________________________________________________
 KP0291* NAD 83(1986)-  39 05 20.     (N)    114 13 31.     (W)     SCALED    
 KP0291* NAVD 88     -      1835.918  (meters)    6023.34   (feet)  ADJUSTED  
 KP0291  ___________________________________________________________________
 KP0291  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 KP0291  DYNAMIC HT  -        1833.970 (meters)    6016.95  (feet)  COMP
 KP0291  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 KP0291
 KP0291  VERT ORDER  -  FIRST     CLASS II
 KP0291
 KP0291.The horizontal coordinates were scaled from a topographic map and have
 KP0291.an estimated accuracy of +/- 6 seconds.
 KP0291
 KP0291.The orthometric height was determined by differential leveling
 KP0291.and adjusted by the National Geodetic Survey in June 1991..
 KP0291
 KP0291.The geoid height was determined by GEOID03.
 KP0291
 KP0291.The dynamic height is computed by dividing the NAVD 88
 KP0291.geopotential number by the normal gravity value computed on the
 KP0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0291.degrees latitude (g = 980.6199 gals.).
 KP0291
 KP0291.The modeled gravity was interpolated from observed gravity values.
 KP0291
 KP0291;                    North         East    Units  Estimated Accuracy
 KP0291;SPC NV E     - 8,482,340.      317,490.      MT  (+/- 180 meters Scaled)
 KP0291
 KP0291                          SUPERSEDED SURVEY CONTROL
 KP0291
 KP0291.No superseded survey control is available for this station.
 KP0291
 KP0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD399303(NAD 83)
 KP0291_MARKER: I = METAL ROD
 KP0291_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KP0291+WITH SETTING: INFORMATION.
 KP0291_SP_SET: SHALLOW SET METAL ROD
 KP0291_STAMPING: E 429 1984
 KP0291_MARK LOGO: NGS   
 KP0291_PROJECTION: FLUSH
 KP0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0291_ROD/PIPE-DEPTH: 1.8  meters
 KP0291
 KP0291  HISTORY     - Date     Condition        Report By
 KP0291  HISTORY     - 1984     MONUMENTED       NGS
 KP0291
 KP0291                          STATION DESCRIPTION
 KP0291
 KP0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0291'13.2 KM (8.2 MI) WEST FROM BAKER.
 KP0291'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0291'OFFICE AT BAKER, THENCE 4.5 KM (2.8 MI) WEST ALONG US HIGHWAYS 6 AND
 KP0291'50, 23.1 METERS (76 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 KP0291'65.2 METERS (214 FT) SOUTHEAST OF MILEPOST 92, 65.2 METERS (214 FT)
 KP0291'SOUTHEAST OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL FOR A 36-INCH
 KP0291'CORRUGATED METAL PIPE CULVERT, 9.0 METERS (29.5 FT) SOUTHEAST OF THE
 KP0291'SOUTHEAST GATE POST FOR A PIPE GATE AND 0.6 METER (2 FT) SOUTHWEST OF
 KP0291'THE RIGHT OF WAY FENCE.  NOTE-ROD SET TO 6 FOOT IMBEDDED REFUSAL.
 KP0291'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 KP0291'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0244 ***********************************************************************
 MV0244  DESIGNATION -  E 430
 MV0244  PID         -  MV0244
 MV0244  STATE/COUNTY-  NV/HUMBOLDT
 MV0244  USGS QUAD   -  BOTTLE HILL (1990)
 MV0244
 MV0244                         *CURRENT SURVEY CONTROL
 MV0244  ___________________________________________________________________
 MV0244* NAD 83(1986)-  41 29 03.     (N)    118 22 22.     (W)     SCALED    
 MV0244* NAVD 88     -      1253.999  (meters)    4114.16   (feet)  ADJUSTED  
 MV0244  ___________________________________________________________________
 MV0244  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 MV0244  DYNAMIC HT  -        1253.135 (meters)    4111.33  (feet)  COMP
 MV0244  MODELED GRAV-     979,891.0   (mgal)                       NAVD 88
 MV0244
 MV0244  VERT ORDER  -  FIRST     CLASS II
 MV0244
 MV0244.The horizontal coordinates were scaled from a topographic map and have
 MV0244.an estimated accuracy of +/- 6 seconds.
 MV0244
 MV0244.The orthometric height was determined by differential leveling
 MV0244.and adjusted by the National Geodetic Survey in June 1991..
 MV0244
 MV0244.The geoid height was determined by GEOID03.
 MV0244
 MV0244.The dynamic height is computed by dividing the NAVD 88
 MV0244.geopotential number by the normal gravity value computed on the
 MV0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0244.degrees latitude (g = 980.6199 gals.).
 MV0244
 MV0244.The modeled gravity was interpolated from observed gravity values.
 MV0244
 MV0244;                    North         East    Units  Estimated Accuracy
 MV0244;SPC NV W     - 4,747,430.      817,580.      MT  (+/- 180 meters Scaled)
 MV0244
 MV0244                          SUPERSEDED SURVEY CONTROL
 MV0244
 MV0244.No superseded survey control is available for this station.
 MV0244
 MV0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF853934(NAD 83)
 MV0244_MARKER: I = METAL ROD
 MV0244_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0244_SP_SET: STAINLESS STEEL ROD
 MV0244_STAMPING: E 430 1984
 MV0244_MARK LOGO: NGS   
 MV0244_PROJECTION: FLUSH
 MV0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0244_ROD/PIPE-DEPTH: 7.3  meters
 MV0244
 MV0244  HISTORY     - Date     Condition        Report By
 MV0244  HISTORY     - 1984     MONUMENTED       NGS
 MV0244
 MV0244                          STATION DESCRIPTION
 MV0244
 MV0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0244'64.3 KM (40.0 MI) SE FROM DENIO.
 MV0244'53.56 KM (33.29 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0244'OFFICE AT DENIO, THENCE 2.64 KM (1.64 MI) SOUTHWEST ALONG LEONARD
 MV0244'CREEK ROAD, THENCE 8.13 KM (5.05 MI) SOUTHEAST ALONG THE OLD
 MV0244'WINNEMUCCA-DENIO ROAD, 0.56 KM (0.35 MI) NORTHWEST OF THE T JUNCTION
 MV0244'OF A TRACK ROAD LEADING WEST TO A WINDMILL, 21.3 METERS (70 FT)
 MV0244'SOUTHWEST OF THE CENTER OF THE ROAD AND 68.0 METERS (223 FT) NORTHWEST
 MV0244'ACROSS THE ROAD FROM POWER POLE 78.
 MV0244'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MV0244'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0272 ***********************************************************************
 MV0272  DESIGNATION -  E 431
 MV0272  PID         -  MV0272
 MV0272  STATE/COUNTY-  NV/HUMBOLDT
 MV0272  USGS QUAD   -  DENIO SUMMIT (1990)
 MV0272
 MV0272                         *CURRENT SURVEY CONTROL
 MV0272  ___________________________________________________________________
 MV0272* NAD 83(1986)-  41 51 04.     (N)    118 34 39.     (W)     SCALED    
 MV0272* NAVD 88     -      1422.447  (meters)    4666.81   (feet)  ADJUSTED  
 MV0272  ___________________________________________________________________
 MV0272  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 MV0272  DYNAMIC HT  -        1421.453 (meters)    4663.55  (feet)  COMP
 MV0272  MODELED GRAV-     979,874.5   (mgal)                       NAVD 88
 MV0272
 MV0272  VERT ORDER  -  FIRST     CLASS II
 MV0272
 MV0272.The horizontal coordinates were scaled from a topographic map and have
 MV0272.an estimated accuracy of +/- 6 seconds.
 MV0272
 MV0272.The orthometric height was determined by differential leveling
 MV0272.and adjusted by the National Geodetic Survey in June 1991..
 MV0272
 MV0272.The geoid height was determined by GEOID03.
 MV0272
 MV0272.The dynamic height is computed by dividing the NAVD 88
 MV0272.geopotential number by the normal gravity value computed on the
 MV0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0272.degrees latitude (g = 980.6199 gals.).
 MV0272
 MV0272.The modeled gravity was interpolated from observed gravity values.
 MV0272
 MV0272;                    North         East    Units  Estimated Accuracy
 MV0272;SPC NV W     - 4,788,160.      800,480.      MT  (+/- 180 meters Scaled)
 MV0272
 MV0272                          SUPERSEDED SURVEY CONTROL
 MV0272
 MV0272.No superseded survey control is available for this station.
 MV0272
 MV0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG690344(NAD 83)
 MV0272_MARKER: I = METAL ROD
 MV0272_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0272_SP_SET: STAINLESS STEEL ROD
 MV0272_STAMPING: E 431 1984
 MV0272_MARK LOGO: NGS   
 MV0272_PROJECTION: FLUSH
 MV0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0272_ROD/PIPE-DEPTH: 8.5  meters
 MV0272
 MV0272  HISTORY     - Date     Condition        Report By
 MV0272  HISTORY     - 1984     MONUMENTED       NGS
 MV0272
 MV0272                          STATION DESCRIPTION
 MV0272
 MV0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0272'16.9 KM (10.5 MI) SE FROM DENIO.
 MV0272'16.85 KM (10.47 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0272'OFFICE AT DENIO, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A DIM
 MV0272'TRACK ROAD LEADING EAST TO AN ABANDONED GRAVEL PIT, 21.0 METERS
 MV0272'(69 FT) EAST OF THE HIGHWAY CENTERLINE, 43.9 METERS (144 FT) SOUTHWEST
 MV0272'OF POWER POLE C 289 WITH A GUY WIRE ATTACHED, 42.3 METERS (139 FT)
 MV0272'NORTHEAST OF MILEPOST 58 AND 7.6 METERS (25 FT) NORTHWEST OF THE
 MV0272'CENTER OF THE TRACK ROAD.
 MV0272'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 MV0272'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0901 ***********************************************************************
 JR0901  DESIGNATION -  E 432
 JR0901  PID         -  JR0901
 JR0901  STATE/COUNTY-  NV/MINERAL
 JR0901  USGS QUAD   -  MINA NW (1982)
 JR0901
 JR0901                         *CURRENT SURVEY CONTROL
 JR0901  ___________________________________________________________________
 JR0901* NAD 83(1986)-  38 28 11.     (N)    118 09 21.     (W)     SCALED    
 JR0901* NAVD 88     -      1373.557  (meters)    4506.41   (feet)  ADJUSTED  
 JR0901  ___________________________________________________________________
 JR0901  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 JR0901  DYNAMIC HT  -        1372.165 (meters)    4501.84  (feet)  COMP
 JR0901  MODELED GRAV-     979,568.1   (mgal)                       NAVD 88
 JR0901
 JR0901  VERT ORDER  -  FIRST     CLASS II
 JR0901
 JR0901.The horizontal coordinates were scaled from a topographic map and have
 JR0901.an estimated accuracy of +/- 6 seconds.
 JR0901
 JR0901.The orthometric height was determined by differential leveling
 JR0901.and adjusted by the National Geodetic Survey in June 1991..
 JR0901
 JR0901.The geoid height was determined by GEOID03.
 JR0901
 JR0901.The dynamic height is computed by dividing the NAVD 88
 JR0901.geopotential number by the normal gravity value computed on the
 JR0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0901.degrees latitude (g = 980.6199 gals.).
 JR0901
 JR0901.The modeled gravity was interpolated from observed gravity values.
 JR0901
 JR0901;                    North         East    Units  Estimated Accuracy
 JR0901;SPC NV W     - 4,412,830.      837,300.      MT  (+/- 180 meters Scaled)
 JR0901
 JR0901                          SUPERSEDED SURVEY CONTROL
 JR0901
 JR0901.No superseded survey control is available for this station.
 JR0901
 JR0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC991585(NAD 83)
 JR0901_MARKER: I = METAL ROD
 JR0901_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JR0901_SP_SET: STAINLESS STEEL ROD
 JR0901_STAMPING: E 432 1984
 JR0901_MARK LOGO: NGS   
 JR0901_PROJECTION: FLUSH
 JR0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0901_ROD/PIPE-DEPTH: 6.1  meters
 JR0901
 JR0901  HISTORY     - Date     Condition        Report By
 JR0901  HISTORY     - 1984     MONUMENTED       NGS
 JR0901
 JR0901                          STATION DESCRIPTION
 JR0901
 JR0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JR0901'4.3 KM (2.7 MI) SOUTH FROM LUNING.
 JR0901'4.35 KM (2.70 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 JR0901'LUNING, NEAR A BRACE IN THE NORTHEAST RIGHT OF WAY FENCE, 30.3 METERS
 JR0901'(199.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 63.4 METERS (208 FT)
 JR0901'NORTH-NORTHEAST OF MILEPOST 22, 55.2 METERS (181 FT) NORTH-NORTHEAST
 JR0901'OF THE NORTHWEST END OF THE NORTHEAST HEADWALL FOR A 24-INCH
 JR0901'CORRUGATED METAL PIPE CULVERT, 1.1 METERS (3.5 FT) SOUTHEAST OF THE
 JR0901'NORTHWEST POST FOR THE BRACE IN THE RIGHT OF WAY FENCE AND 0.6 METER
 JR0901'(2 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 JR0901'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 JR0901'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0498 ***********************************************************************
 JQ0498  DESIGNATION -  E 433
 JQ0498  PID         -  JQ0498
 JQ0498  STATE/COUNTY-  NV/ESMERALDA
 JQ0498  USGS QUAD   -  ROCK HILL (1980)
 JQ0498
 JQ0498                         *CURRENT SURVEY CONTROL
 JQ0498  ___________________________________________________________________
 JQ0498* NAD 83(1986)-  38 11 16.     (N)    117 58 50.     (W)     SCALED    
 JQ0498* NAVD 88     -      1540.840  (meters)    5055.24   (feet)  ADJUSTED  
 JQ0498  ___________________________________________________________________
 JQ0498  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 JQ0498  DYNAMIC HT  -        1539.210 (meters)    5049.89  (feet)  COMP
 JQ0498  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 JQ0498
 JQ0498  VERT ORDER  -  FIRST     CLASS II
 JQ0498
 JQ0498.The horizontal coordinates were scaled from a topographic map and have
 JQ0498.an estimated accuracy of +/- 6 seconds.
 JQ0498
 JQ0498.The orthometric height was determined by differential leveling
 JQ0498.and adjusted by the National Geodetic Survey in June 1991..
 JQ0498
 JQ0498.The geoid height was determined by GEOID03.
 JQ0498
 JQ0498.The dynamic height is computed by dividing the NAVD 88
 JQ0498.geopotential number by the normal gravity value computed on the
 JQ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0498.degrees latitude (g = 980.6199 gals.).
 JQ0498
 JQ0498.The modeled gravity was interpolated from observed gravity values.
 JQ0498
 JQ0498;                    North         East    Units  Estimated Accuracy
 JQ0498;SPC NV W     - 4,381,620.      852,800.      MT  (+/- 180 meters Scaled)
 JQ0498
 JQ0498                          SUPERSEDED SURVEY CONTROL
 JQ0498
 JQ0498.No superseded survey control is available for this station.
 JQ0498
 JQ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC141271(NAD 83)
 JQ0498_MARKER: I = METAL ROD
 JQ0498_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JQ0498+WITH SETTING: INFORMATION.
 JQ0498_SP_SET: SHALLOW SET METAL ROD
 JQ0498_STAMPING: E 433 1984
 JQ0498_MARK LOGO: NGS   
 JQ0498_PROJECTION: FLUSH
 JQ0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0498_ROD/PIPE-DEPTH: 1.5  meters
 JQ0498
 JQ0498  HISTORY     - Date     Condition        Report By
 JQ0498  HISTORY     - 1984     MONUMENTED       NGS
 JQ0498
 JQ0498                          STATION DESCRIPTION
 JQ0498
 JQ0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0498'19.9 KM (12.4 MI) NW FROM COALDALE.
 JQ0498'19.9 KM (12.45 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 JQ0498'US HIGHWAY 6 AT COALDALE, AT THE SOUTHEAST END OF A CUT, 0.7 KM
 JQ0498'(0.45 MI) SOUTHEAST OF MILEPOST 98, 0.15 KM (0.1 MI) SOUTHEAST OF THE
 JQ0498'REDLICK SUMMIT, 19.2 METERS (63 FT) SOUTHWEST OF THE HIGHWAY
 JQ0498'CENTERLINE AND 85.3 METERS (280 FT) NORTHWEST OF THE WEST END OF A
 JQ0498'36-INCH CONCRETE PIPE CULVERT.  NOTE-ROD SET TO 5 FOOT IMBEDDED
 JQ0498'REFUSAL.
 JQ0498'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 JQ0498'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0502 ***********************************************************************
 JQ0502  DESIGNATION -  E 434
 JQ0502  PID         -  JQ0502
 JQ0502  STATE/COUNTY-  NV/NYE
 JQ0502  USGS QUAD   -  DOWNEYVILLE (1988)
 JQ0502
 JQ0502                         *CURRENT SURVEY CONTROL
 JQ0502  ___________________________________________________________________
 JQ0502* NAD 83(1986)-  38 53 49.     (N)    117 55 27.     (W)     SCALED    
 JQ0502* NAVD 88     -      1395.455  (meters)    4578.26   (feet)  ADJUSTED  
 JQ0502  ___________________________________________________________________
 JQ0502  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 JQ0502  DYNAMIC HT  -        1394.096 (meters)    4573.80  (feet)  COMP
 JQ0502  MODELED GRAV-     979,605.9   (mgal)                       NAVD 88
 JQ0502
 JQ0502  VERT ORDER  -  FIRST     CLASS II
 JQ0502
 JQ0502.The horizontal coordinates were scaled from a topographic map and have
 JQ0502.an estimated accuracy of +/- 6 seconds.
 JQ0502
 JQ0502.The orthometric height was determined by differential leveling
 JQ0502.and adjusted by the National Geodetic Survey in June 1991..
 JQ0502
 JQ0502.The geoid height was determined by GEOID03.
 JQ0502
 JQ0502.The dynamic height is computed by dividing the NAVD 88
 JQ0502.geopotential number by the normal gravity value computed on the
 JQ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0502.degrees latitude (g = 980.6199 gals.).
 JQ0502
 JQ0502.The modeled gravity was interpolated from observed gravity values.
 JQ0502
 JQ0502;                    North         East    Units  Estimated Accuracy
 JQ0502;SPC NV C     - 6,460,910.      390,920.      MT  (+/- 180 meters Scaled)
 JQ0502
 JQ0502                          SUPERSEDED SURVEY CONTROL
 JQ0502
 JQ0502.No superseded survey control is available for this station.
 JQ0502
 JQ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD198057(NAD 83)
 JQ0502_MARKER: I = METAL ROD
 JQ0502_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JQ0502_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JQ0502_STAMPING: E 434 1985
 JQ0502_MARK LOGO: NGS   
 JQ0502_PROJECTION: FLUSH
 JQ0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0502+STABILITY: POSITION/ELEVATION WELL
 JQ0502_ROD/PIPE-DEPTH: 12.2 meters
 JQ0502_SLEEVE-DEPTH  : 9.1 meters
 JQ0502
 JQ0502  HISTORY     - Date     Condition        Report By
 JQ0502  HISTORY     - 1985     MONUMENTED       NGS
 JQ0502
 JQ0502                          STATION DESCRIPTION
 JQ0502
 JQ0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JQ0502'3.1 KM (1.9 MI) NORTH FROM GABBS.
 JQ0502'0.5 KM (0.3 MI) NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT
 JQ0502'GABBS, THENCE 2.6 KM (1.6 MI) NORTH ALONG STATE HIGHWAY 361, AT THE T
 JQ0502'JUNCTION OF STATE HIGHWAY 844 LEADING EAST TO THE BERLIN ICHTHYOSAUR
 JQ0502'STATE PARK, BETWEEN THE OLD STATE HIGHWAY 23 ROAD BED AND STATE
 JQ0502'HIGHWAY 361, 0.11 KM (0.07 MI) SOUTHEAST OF MILEPOST 11, 27.4 METERS
 JQ0502'(90 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 67.4 METERS (221 FT)
 JQ0502'NORTHEAST OF THE SECOND POWER POLE WEST OF A POWER LINE CROSSING THE
 JQ0502'HIGHWAY, 31.1 METERS (102 FT) SOUTHEAST OF THE EXTENDED CENTER OF
 JQ0502'STATE HIGHWAY 844 AND 11.0 METERS (36 FT) NORTHEAST OF THE CENTER OF
 JQ0502'THE OLD HIGHWAY BED.
 JQ0502'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 JQ0502'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0927 ***********************************************************************
 JR0927  DESIGNATION -  E 435
 JR0927  PID         -  JR0927
 JR0927  STATE/COUNTY-  NV/MINERAL
 JR0927  USGS QUAD   -  MOUNT ANNIE SE (1979)
 JR0927
 JR0927                         *CURRENT SURVEY CONTROL
 JR0927  ___________________________________________________________________
 JR0927* NAD 83(1986)-  38 45 47.     (N)    118 01 26.     (W)     SCALED    
 JR0927* NAVD 88     -      1494.428  (meters)    4902.97   (feet)  ADJUSTED  
 JR0927  ___________________________________________________________________
 JR0927  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 JR0927  DYNAMIC HT  -        1492.924 (meters)    4898.03  (feet)  COMP
 JR0927  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 JR0927
 JR0927  VERT ORDER  -  FIRST     CLASS II
 JR0927
 JR0927.The horizontal coordinates were scaled from a topographic map and have
 JR0927.an estimated accuracy of +/- 6 seconds.
 JR0927
 JR0927.The orthometric height was determined by differential leveling
 JR0927.and adjusted by the National Geodetic Survey in June 1991..
 JR0927
 JR0927.The geoid height was determined by GEOID03.
 JR0927
 JR0927.The dynamic height is computed by dividing the NAVD 88
 JR0927.geopotential number by the normal gravity value computed on the
 JR0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0927.degrees latitude (g = 980.6199 gals.).
 JR0927
 JR0927.The modeled gravity was interpolated from observed gravity values.
 JR0927
 JR0927;                    North         East    Units  Estimated Accuracy
 JR0927;SPC NV W     - 4,445,450.      848,620.      MT  (+/- 180 meters Scaled)
 JR0927
 JR0927                          SUPERSEDED SURVEY CONTROL
 JR0927
 JR0927.No superseded survey control is available for this station.
 JR0927
 JR0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC110909(NAD 83)
 JR0927_MARKER: I = METAL ROD
 JR0927_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JR0927_SP_SET: STAINLESS STEEL ROD
 JR0927_STAMPING: E 435 1985
 JR0927_MARK LOGO: NGS   
 JR0927_PROJECTION: FLUSH
 JR0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0927_ROD/PIPE-DEPTH: 4.9  meters
 JR0927
 JR0927  HISTORY     - Date     Condition        Report By
 JR0927  HISTORY     - 1985     MONUMENTED       NGS
 JR0927
 JR0927                          STATION DESCRIPTION
 JR0927
 JR0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JR0927'15.1 KM (9.4 MI) SW FROM GABBS.
 JR0927'0.6 KM (0.4 MI) SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JR0927'THENCE 14.5 KM (9.0 MI) SOUTHWEST ALONG STATE HIGHWAY 361, ON TOP OF A
 JR0927'SLIGHT RISE, 0.35 KM (0.22 MI) SOUTHWEST OF THE NYE-MINERAL COUNTY
 JR0927'LINE, 21.6 METERS (71 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 JR0927'88.4 METERS (240 FT) NORTH-NORTHEAST OF THE NORTHEAST END OF A
 JR0927'CONCRETE HEADWALL AND 23.8 METERS (78 FT) WEST OF MILEPOST 22.
 JR0927'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 JR0927'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0415 ***********************************************************************
 KQ0415  DESIGNATION -  E 436
 KQ0415  PID         -  KQ0415
 KQ0415  STATE/COUNTY-  NV/LANDER
 KQ0415  USGS QUAD   -  MANHATTAN MTN NW (1969)
 KQ0415
 KQ0415                         *CURRENT SURVEY CONTROL
 KQ0415  ___________________________________________________________________
 KQ0415* NAD 83(1986)-  39 58 46.     (N)    117 09 59.     (W)     SCALED    
 KQ0415* NAVD 88     -      1547.604  (meters)    5077.43   (feet)  ADJUSTED  
 KQ0415  ___________________________________________________________________
 KQ0415  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 KQ0415  DYNAMIC HT  -        1546.229 (meters)    5072.92  (feet)  COMP
 KQ0415  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 KQ0415
 KQ0415  VERT ORDER  -  FIRST     CLASS II
 KQ0415
 KQ0415.The horizontal coordinates were scaled from a topographic map and have
 KQ0415.an estimated accuracy of +/- 6 seconds.
 KQ0415
 KQ0415.The orthometric height was determined by differential leveling
 KQ0415.and adjusted by the National Geodetic Survey in June 1991..
 KQ0415
 KQ0415.The geoid height was determined by GEOID03.
 KQ0415
 KQ0415.The dynamic height is computed by dividing the NAVD 88
 KQ0415.geopotential number by the normal gravity value computed on the
 KQ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0415.degrees latitude (g = 980.6199 gals.).
 KQ0415
 KQ0415.The modeled gravity was interpolated from observed gravity values.
 KQ0415
 KQ0415;                    North         East    Units  Estimated Accuracy
 KQ0415;SPC NV C     - 6,580,450.      457,320.      MT  (+/- 180 meters Scaled)
 KQ0415
 KQ0415                          SUPERSEDED SURVEY CONTROL
 KQ0415
 KQ0415.No superseded survey control is available for this station.
 KQ0415
 KQ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME857254(NAD 83)
 KQ0415_MARKER: DB = BENCH MARK DISK
 KQ0415_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0415_SP_SET: ROCK OUTCROP
 KQ0415_STAMPING: E 436 1985
 KQ0415_MARK LOGO: NGS   
 KQ0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0415+STABILITY: POSITION/ELEVATION WELL
 KQ0415
 KQ0415  HISTORY     - Date     Condition        Report By
 KQ0415  HISTORY     - 1985     MONUMENTED       NGS
 KQ0415
 KQ0415                          STATION DESCRIPTION
 KQ0415
 KQ0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0415'60.7 KM (37.7 MI) NORTH FROM AUSTIN.
 KQ0415'1.56 KM (0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0415'AT AUSTIN, THENCE 59.15 KM (36.76 MI) NORTH ALONG STATE HIGHWAY 305,
 KQ0415'AT THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHEAST ACROSS A WASH, IN
 KQ0415'TOP OF AND 1.1 METERS (3.5 FT) SOUTH OF THE NORTH EDGE OF A 15 BY 15
 KQ0415'FOOT SLOPED PORTION OF OUTCROP PROJECTING 3 FEET ABOVE THE WEST SLOPE
 KQ0415'OF A ROCKY HILL, 0.75 KM (0.47 MI) NORTH OF MILEPOST 67, 81.1 METERS
 KQ0415'(266 FT) NORTHEAST OF THE HIGHWAY CENTERLINE AND 38.4 METERS (126 FT)
 KQ0415'NORTH-NORTHEAST OF THE CENTER OF THE TRACK ROAD.
 KQ0415'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 KQ0415'THE MARK IS 3.0 M ABOVE THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0794 ***********************************************************************
 LR0794  DESIGNATION -  E 437
 LR0794  PID         -  LR0794
 LR0794  STATE/COUNTY-  NV/LANDER
 LR0794  USGS QUAD   -  BLOSSOM SPRING (1985)
 LR0794
 LR0794                         *CURRENT SURVEY CONTROL
 LR0794  ___________________________________________________________________
 LR0794* NAD 83(1986)-  40 36 30.     (N)    116 59 25.     (W)     SCALED    
 LR0794* NAVD 88     -      1412.631  (meters)    4634.61   (feet)  ADJUSTED  
 LR0794  ___________________________________________________________________
 LR0794  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 LR0794  DYNAMIC HT  -        1411.506 (meters)    4630.92  (feet)  COMP
 LR0794  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 LR0794
 LR0794  VERT ORDER  -  FIRST     CLASS II
 LR0794
 LR0794.The horizontal coordinates were scaled from a topographic map and have
 LR0794.an estimated accuracy of +/- 6 seconds.
 LR0794
 LR0794.The orthometric height was determined by differential leveling
 LR0794.and adjusted by the National Geodetic Survey in June 1991..
 LR0794
 LR0794.The geoid height was determined by GEOID03.
 LR0794
 LR0794.The dynamic height is computed by dividing the NAVD 88
 LR0794.geopotential number by the normal gravity value computed on the
 LR0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0794.degrees latitude (g = 980.6199 gals.).
 LR0794
 LR0794.The modeled gravity was interpolated from observed gravity values.
 LR0794
 LR0794;                    North         East    Units  Estimated Accuracy
 LR0794;SPC NV C     - 6,650,210.      472,620.      MT  (+/- 180 meters Scaled)
 LR0794
 LR0794                          SUPERSEDED SURVEY CONTROL
 LR0794
 LR0794.No superseded survey control is available for this station.
 LR0794
 LR0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE008952(NAD 83)
 LR0794_MARKER: DB = BENCH MARK DISK
 LR0794_SETTING: 66 = SET IN ROCK OUTCROP
 LR0794_SP_SET: ROCK OUTCROP
 LR0794_STAMPING: E 437 1985
 LR0794_MARK LOGO: NGS   
 LR0794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0794+STABILITY: POSITION/ELEVATION WELL
 LR0794
 LR0794  HISTORY     - Date     Condition        Report By
 LR0794  HISTORY     - 1985     MONUMENTED       NGS
 LR0794
 LR0794                          STATION DESCRIPTION
 LR0794
 LR0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LR0794'5.2 KM (3.2 MI) SOUTH FROM BATTLE MTN.
 LR0794'5.16 KM (3.21 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0794'AT BATTLE MTN, IN TOP OF A SMALL LEDGE OF LIMESTONE PROJECTING 6
 LR0794'INCHES ABOVE THE SOUTHEAST SLOPE OF A HILL LEADING UP TO A FLAT AND ON
 LR0794'THE OUTSIDE OF A CURVE, 0.54 KM (0.33 MI) SOUTHWEST OF MILEPOST 115,
 LR0794'20.4 METERS (67 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 40.8 METERS
 LR0794'(134 FT) (SLOPE) SOUTH OF A TELEPHONE POLE IN AN OUTCROP FORMATION AT
 LR0794'THE TOP OF THE HILL AND 19.2 METERS (63 FT) (SLOPE) SOUTHEAST OF THE
 LR0794'CENTER OF A DRAINAGE DITCH AT THE TOP EDGE OF THE HILL.
 LR0794'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 LR0794'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1413 ***********************************************************************
 KR1413  DESIGNATION -  E 439
 KR1413  PID         -  KR1413
 KR1413  STATE/COUNTY-  NV/LYON
 KR1413  USGS QUAD   -  HAZEN (1985)
 KR1413
 KR1413                         *CURRENT SURVEY CONTROL
 KR1413  ___________________________________________________________________
 KR1413* NAD 83(1986)-  39 34 42.     (N)    119 06 17.     (W)     SCALED    
 KR1413* NAVD 88     -      1272.020  (meters)    4173.29   (feet)  ADJUSTED  
 KR1413  ___________________________________________________________________
 KR1413  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 KR1413  DYNAMIC HT  -        1270.937 (meters)    4169.73  (feet)  COMP
 KR1413  MODELED GRAV-     979,731.5   (mgal)                       NAVD 88
 KR1413
 KR1413  VERT ORDER  -  FIRST     CLASS II
 KR1413
 KR1413.The horizontal coordinates were scaled from a topographic map and have
 KR1413.an estimated accuracy of +/- 6 seconds.
 KR1413
 KR1413.The orthometric height was determined by differential leveling
 KR1413.and adjusted by the National Geodetic Survey in June 1991..
 KR1413
 KR1413.The geoid height was determined by GEOID03.
 KR1413
 KR1413.The dynamic height is computed by dividing the NAVD 88
 KR1413.geopotential number by the normal gravity value computed on the
 KR1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1413.degrees latitude (g = 980.6199 gals.).
 KR1413
 KR1413.The modeled gravity was interpolated from observed gravity values.
 KR1413
 KR1413;                    North         East    Units  Estimated Accuracy
 KR1413;SPC NV W     - 4,535,930.      755,210.      MT  (+/- 180 meters Scaled)
 KR1413
 KR1413                          SUPERSEDED SURVEY CONTROL
 KR1413
 KR1413.No superseded survey control is available for this station.
 KR1413
 KR1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD192830(NAD 83)
 KR1413_MARKER: I = METAL ROD
 KR1413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1413_SP_SET: STAINLESS STEEL ROD
 KR1413_STAMPING: E 439 1986
 KR1413_MARK LOGO: NGS   
 KR1413_PROJECTION: FLUSH
 KR1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1413_ROD/PIPE-DEPTH: 12.8 meters
 KR1413
 KR1413  HISTORY     - Date     Condition        Report By
 KR1413  HISTORY     - 1986     MONUMENTED       NGS
 KR1413
 KR1413                          STATION DESCRIPTION
 KR1413
 KR1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1413'13.8 KM (8.6 MI) EAST FROM FERNLEY.
 KR1413'0.40 KM (0.25 MI) NORTH ALONG US ALTERNATE HIGHWAY 95 AND US ALTERNATE
 KR1413'HIGHWAY 50 FROM THE POST OFFICE IN FERNLEY, THENCE 13.4 KM (8.3 MI)
 KR1413'EAST ALONG US ALTERNATE HIGHWAY 50, AT THE JUNCTION OF A FARM ROAD
 KR1413'LEADING SOUTH, NEAR THE NORTH CORNER OF A TRIANGLE FORMED BY THE
 KR1413'JUNCTION, BETWEEN 2 WITNESS POSTS, 35.7 METERS (117 FT) SOUTHWEST OF
 KR1413'THE CENTERLINE OF THE HIGHWAY, 17.1 METERS (56 FT) SOUTH OF THE
 KR1413'CENTERLINE OF AN ASPHALT ROAD LEADING WEST, 13.7 METERS (45 FT) WEST
 KR1413'OF THE CENTERLINE OF THE DIRT ROAD.  NOTE--ACCESS TO DATUM POINT IS
 KR1413'HAD THROUGH A 5-INCH LOGO CAP.
 KR1413'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KR1413'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0173 ***********************************************************************
 KP0173  DESIGNATION -  E 44
 KP0173  PID         -  KP0173
 KP0173  STATE/COUNTY-  NV/WHITE PINE
 KP0173  USGS QUAD   -  BLACK POINT (1990)
 KP0173
 KP0173                         *CURRENT SURVEY CONTROL
 KP0173  ___________________________________________________________________
 KP0173* NAD 83(1986)-  39 22 07.     (N)    115 52 26.     (W)     SCALED    
 KP0173* NAVD 88     -      1864.606  (meters)    6117.46   (feet)  ADJUSTED  
 KP0173  ___________________________________________________________________
 KP0173  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 KP0173  DYNAMIC HT  -        1862.697 (meters)    6111.20  (feet)  COMP
 KP0173  MODELED GRAV-     979,537.0   (mgal)                       NAVD 88
 KP0173
 KP0173  VERT ORDER  -  FIRST     CLASS II
 KP0173
 KP0173.The horizontal coordinates were scaled from a topographic map and have
 KP0173.an estimated accuracy of +/- 6 seconds.
 KP0173
 KP0173.The orthometric height was determined by differential leveling
 KP0173.and adjusted by the National Geodetic Survey in June 1991..
 KP0173
 KP0173.The geoid height was determined by GEOID03.
 KP0173
 KP0173.The dynamic height is computed by dividing the NAVD 88
 KP0173.geopotential number by the normal gravity value computed on the
 KP0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0173.degrees latitude (g = 980.6199 gals.).
 KP0173
 KP0173.The modeled gravity was interpolated from observed gravity values.
 KP0173
 KP0173;                    North         East    Units  Estimated Accuracy
 KP0173;SPC NV E     - 8,512,560.      174,960.      MT  (+/- 180 meters Scaled)
 KP0173
 KP0173                          SUPERSEDED SURVEY CONTROL
 KP0173
 KP0173  NGVD 29 (??/??/92) 1863.353  (m)         6113.35   (f) ADJ UNCH    1 2
 KP0173
 KP0173.Superseded values are not recommended for survey control.
 KP0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0173.See file dsdata.txt to determine how the superseded data were derived.
 KP0173
 KP0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND970582(NAD 83)
 KP0173_MARKER: DB = BENCH MARK DISK
 KP0173_SETTING: 0 = UNSPECIFIED SETTING
 KP0173_STAMPING: E 44 1934
 KP0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KP0173
 KP0173  HISTORY     - Date     Condition        Report By
 KP0173  HISTORY     - 1934     MONUMENTED       CGS
 KP0173  HISTORY     - 1937     GOOD             NGS
 KP0173
 KP0173                          STATION DESCRIPTION
 KP0173
 KP0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 KP0173'12.7 MI SE FROM EUREKA.
 KP0173'ALONG U S HWY. 50, EUREKA TO ELY, 12.7 MILES SOUTHEAST OF EUREKA,
 KP0173'WHERE THE HWY. CURVES AROUND THE FOOT A HILL TOWARDS THE EAST TO LOOK
 KP0173'ACROSS A VALLEY, 55 FEET SOUTH OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0174 ***********************************************************************
 KP0174  DESIGNATION -  E 44 RESET
 KP0174  PID         -  KP0174
 KP0174  STATE/COUNTY-  NV/WHITE PINE
 KP0174  USGS QUAD   -  BLACK POINT (1990)
 KP0174
 KP0174                         *CURRENT SURVEY CONTROL
 KP0174  ___________________________________________________________________
 KP0174* NAD 83(1986)-  39 22 07.     (N)    115 52 30.     (W)     SCALED    
 KP0174* NAVD 88     -      1863.66   (+/-2cm)    6114.4    (feet)  VERTCON   
 KP0174  ___________________________________________________________________
 KP0174  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 KP0174
 KP0174  VERT ORDER  -  THIRD (See Below)
 KP0174
 KP0174.The horizontal coordinates were scaled from a topographic map and have
 KP0174.an estimated accuracy of +/- 6 seconds.
 KP0174
 KP0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0174.The vertical order pertains to the NGVD 29 superseded value.
 KP0174
 KP0174.The geoid height was determined by GEOID03.
 KP0174
 KP0174;                    North         East    Units  Estimated Accuracy
 KP0174;SPC NV E     - 8,512,560.      174,870.      MT  (+/- 180 meters Scaled)
 KP0174
 KP0174                          SUPERSEDED SURVEY CONTROL
 KP0174
 KP0174  NGVD 29 (??/??/??) 1862.40   (m)         6110.2    (f) RESET       3  
 KP0174
 KP0174.Superseded values are not recommended for survey control.
 KP0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0174.See file dsdata.txt to determine how the superseded data were derived.
 KP0174
 KP0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND969582(NAD 83)
 KP0174_MARKER: DB = BENCH MARK DISK
 KP0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KP0174_SP_SET: CULVERT
 KP0174_STAMPING: E 44 RESET 8-18-59
 KP0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KP0174
 KP0174  HISTORY     - Date     Condition        Report By
 KP0174  HISTORY     - 1959     MONUMENTED       NVDH
 KP0174  HISTORY     - 19870306 MARK NOT FOUND   USPSQD
 KP0174
 KP0174                          STATION DESCRIPTION
 KP0174
 KP0174'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1959
 KP0174'12.7 MI SE FROM EUREKA.
 KP0174'THE MARK IS LOCATED ABOUT 12.7 MILES SOUTHEAST ALONG U. S. HIGHWAY 50
 KP0174'FROM THE COUNTY COURTHOUSE AT EUREKA, ABOUT 400 FEET EAST OF THE
 KP0174'CONCRETE HEADWALL OF A GALVANIZED IRON PIPE CULVERT, WEST OF THE POINT
 KP0174'WHERE THE HIGHWAY CURVES AROUND THE FOOT OF A HILL TOWARD THE EAST TO
 KP0174'OVERLOOK A VALLEY, AND ABOUT 50 FEET SOUTH OF THE CENTERLINE OF THE
 KP0174'HIGHWAY.  NOTE-- NEW BENCH MARK IS 118 FEET DUE WEST FROM THE ORIGINAL
 KP0174'POSITION.  ON NEW BENCH MARK, THE WORDS DIST., STA., AND ANGLE HAVE
 KP0174'BEEN CROSSED OUT.  THE WORD RESET AND BENCH MARK IDENTIFICATION E 44
 KP0174'AND THE DATE HAVE BEEN STAMPED.
 KP0174
 KP0174                          STATION RECOVERY (1987)
 KP0174
 KP0174'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAB)
 KP0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1436 ***********************************************************************
 KR1436  DESIGNATION -  E 441
 KR1436  PID         -  KR1436
 KR1436  STATE/COUNTY-  NV/CHURCHILL
 KR1436  USGS QUAD   -  TWO TIPS (1985)
 KR1436
 KR1436                         *CURRENT SURVEY CONTROL
 KR1436  ___________________________________________________________________
 KR1436* NAD 83(1986)-  39 40 35.     (N)    119 07 53.     (W)     SCALED    
 KR1436* NAVD 88     -      1227.973  (meters)    4028.77   (feet)  ADJUSTED  
 KR1436  ___________________________________________________________________
 KR1436  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KR1436  DYNAMIC HT  -        1226.931 (meters)    4025.36  (feet)  COMP
 KR1436  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 KR1436
 KR1436  VERT ORDER  -  FIRST     CLASS II
 KR1436
 KR1436.The horizontal coordinates were scaled from a topographic map and have
 KR1436.an estimated accuracy of +/- 6 seconds.
 KR1436
 KR1436.The orthometric height was determined by differential leveling
 KR1436.and adjusted by the National Geodetic Survey in June 1991..
 KR1436
 KR1436.The geoid height was determined by GEOID03.
 KR1436
 KR1436.The dynamic height is computed by dividing the NAVD 88
 KR1436.geopotential number by the normal gravity value computed on the
 KR1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1436.degrees latitude (g = 980.6199 gals.).
 KR1436
 KR1436.The modeled gravity was interpolated from observed gravity values.
 KR1436
 KR1436;                    North         East    Units  Estimated Accuracy
 KR1436;SPC NV W     - 4,546,830.      752,980.      MT  (+/- 180 meters Scaled)
 KR1436
 KR1436                          SUPERSEDED SURVEY CONTROL
 KR1436
 KR1436.No superseded survey control is available for this station.
 KR1436
 KR1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD172940(NAD 83)
 KR1436_MARKER: I = METAL ROD
 KR1436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1436_SP_SET: STAINLESS STEEL ROD
 KR1436_STAMPING: E 441 1986
 KR1436_MARK LOGO: NGS   
 KR1436_PROJECTION: FLUSH
 KR1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1436_ROD/PIPE-DEPTH: 14.6 meters
 KR1436
 KR1436  HISTORY     - Date     Condition        Report By
 KR1436  HISTORY     - 1986     MONUMENTED       NGS
 KR1436
 KR1436                          STATION DESCRIPTION
 KR1436
 KR1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1436'14.1 KM (8.75 MI) NE FROM FERNLEY.
 KR1436'3.81 KM (2.38 MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE
 KR1436'POST OFFICE IN FERNLEY, THENCE 10.32 KM (6.45 MI) NORTHEAST ALONG
 KR1436'I-80, 0.22 KM (0.14 MI) NORTHEAST OF MILE POST 55, AT THE SOUTHEAST
 KR1436'EDGE OF A VERY SLIGHT ROCKY RISE, ABOUT 61.5 METERS (202 FT) NORTHWEST
 KR1436'OF THE CENTERLINE OF I-80 WESTBOUND, 12.8 METERS (42.0 FT) NORTHEAST
 KR1436'OF THE NORTHEAST 1 OF 2 BRACED RIGHT OF WAY FENCE POSTS.  NOTE--ACCESS
 KR1436'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KR1436'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR1436'THE MARK IS 0.9 M BELOW I-80 WESTBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1406 ***********************************************************************
 KR1406  DESIGNATION -  E 442
 KR1406  PID         -  KR1406
 KR1406  STATE/COUNTY-  NV/WASHOE
 KR1406  USGS QUAD   -  WADSWORTH (1985)
 KR1406
 KR1406                         *CURRENT SURVEY CONTROL
 KR1406  ___________________________________________________________________
 KR1406* NAD 83(1986)-  39 37 44.     (N)    119 17 25.     (W)     SCALED    
 KR1406* NAVD 88     -      1249.228  (meters)    4098.51   (feet)  ADJUSTED  
 KR1406  ___________________________________________________________________
 KR1406  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR1406  DYNAMIC HT  -        1248.149 (meters)    4094.97  (feet)  COMP
 KR1406  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 KR1406
 KR1406  VERT ORDER  -  FIRST     CLASS II
 KR1406
 KR1406.The horizontal coordinates were scaled from a topographic map and have
 KR1406.an estimated accuracy of +/- 6 seconds.
 KR1406
 KR1406.The orthometric height was determined by differential leveling
 KR1406.and adjusted by the National Geodetic Survey in June 1991..
 KR1406
 KR1406.The geoid height was determined by GEOID03.
 KR1406
 KR1406.The dynamic height is computed by dividing the NAVD 88
 KR1406.geopotential number by the normal gravity value computed on the
 KR1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1406.degrees latitude (g = 980.6199 gals.).
 KR1406
 KR1406.The modeled gravity was interpolated from observed gravity values.
 KR1406
 KR1406;                    North         East    Units  Estimated Accuracy
 KR1406;SPC NV W     - 4,541,650.      739,310.      MT  (+/- 180 meters Scaled)
 KR1406
 KR1406                          SUPERSEDED SURVEY CONTROL
 KR1406
 KR1406.No superseded survey control is available for this station.
 KR1406
 KR1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD034890(NAD 83)
 KR1406_MARKER: I = METAL ROD
 KR1406_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KR1406_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KR1406_STAMPING: E 442 1986
 KR1406_MARK LOGO: NGS   
 KR1406_PROJECTION: FLUSH
 KR1406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1406+STABILITY: POSITION/ELEVATION WELL
 KR1406_ROD/PIPE-DEPTH: 7.3  meters
 KR1406_SLEEVE-DEPTH  : 6.1 meters
 KR1406
 KR1406  HISTORY     - Date     Condition        Report By
 KR1406  HISTORY     - 1986     MONUMENTED       NGS
 KR1406
 KR1406                          STATION DESCRIPTION
 KR1406
 KR1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1406'0.5 KM (0.3 MI) NORTH FROM WADSWORTH.
 KR1406'0.55 KM (0.34 MI) NORTH ALONG STATE HIGHWAY 447 FROM THE JUNCTION OF
 KR1406'STATE HIGHWAY 427 IN WADSWORTH, IN THE SOUTHEAST CORNER OF THE
 KR1406'T-JUNCTION OF A DRIVEWAY TO THE NATCHEZ SCHOOL, 13.4 METERS (44.0 FT)
 KR1406'EAST OF THE CENTERLINE OF THE HIGHWAY, 9.7 METERS (32.0 FT) SOUTH OF
 KR1406'THE CENTER OF THE DRIVEWAY, 2.7 METERS (9.0 FT) WEST OF A CHAIN LINK
 KR1406'FENCE, 1.2 METERS (4.0 FT) SOUTH OF A POWER POLE.  NOTE--ACCESS TO
 KR1406'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KR1406'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KR1406'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR1242 ***********************************************************************
 HR1242  DESIGNATION -  E 443
 HR1242  PID         -  HR1242
 HR1242  STATE/COUNTY-  NV/MINERAL
 HR1242  USGS QUAD   -  MT MONTGOMERY (1994)
 HR1242
 HR1242                         *CURRENT SURVEY CONTROL
 HR1242  ___________________________________________________________________
 HR1242* NAD 83(1986)-  37 57 34.     (N)    118 21 30.     (W)     SCALED    
 HR1242* NAVD 88     -      1995.189  (meters)    6545.88   (feet)  ADJUSTED  
 HR1242  ___________________________________________________________________
 HR1242  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 HR1242  DYNAMIC HT  -        1992.852 (meters)    6538.22  (feet)  COMP
 HR1242  MODELED GRAV-     979,386.6   (mgal)                       NAVD 88
 HR1242
 HR1242  VERT ORDER  -  FIRST     CLASS II
 HR1242
 HR1242.The horizontal coordinates were scaled from a topographic map and have
 HR1242.an estimated accuracy of +/- 6 seconds.
 HR1242
 HR1242.The orthometric height was determined by differential leveling
 HR1242.and adjusted by the National Geodetic Survey in June 1991..
 HR1242
 HR1242.The geoid height was determined by GEOID03.
 HR1242
 HR1242.The dynamic height is computed by dividing the NAVD 88
 HR1242.geopotential number by the normal gravity value computed on the
 HR1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1242.degrees latitude (g = 980.6199 gals.).
 HR1242
 HR1242.The modeled gravity was interpolated from observed gravity values.
 HR1242
 HR1242;                    North         East    Units  Estimated Accuracy
 HR1242;SPC NV W     - 4,356,130.      819,770.      MT  (+/- 180 meters Scaled)
 HR1242
 HR1242                          SUPERSEDED SURVEY CONTROL
 HR1242
 HR1242.No superseded survey control is available for this station.
 HR1242
 HR1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC806021(NAD 83)
 HR1242_MARKER: DB = BENCH MARK DISK
 HR1242_SETTING: 66 = SET IN ROCK OUTCROP
 HR1242_SP_SET: ROCK OUTCROP
 HR1242_STAMPING: E 443 1986
 HR1242_MARK LOGO: NGS   
 HR1242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR1242+STABILITY: POSITION/ELEVATION WELL
 HR1242
 HR1242  HISTORY     - Date     Condition        Report By
 HR1242  HISTORY     - 1986     MONUMENTED       NGS
 HR1242
 HR1242                          STATION DESCRIPTION
 HR1242
 HR1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HR1242'4.2 KM (2.6 MI) SW FROM MOUNT MONTGOMERY.
 HR1242'4.2 KM (2.6 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN
 HR1242'MOUNT MONTGOMERY, 0.27 KM (0.17 MI) SOUTHWEST OF MILEPOST 6, 9.8
 HR1242'METERS (32.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.1
 HR1242'METERS (20.0 FT) NORTHEAST OF THE SOUTHWEST END OF A LONG HIGHWAY
 HR1242'CUT, IN TOP AND 0.3 METER (1.0 FT) SOUTHEAST OF THE NORTHWEST EDGE OF
 HR1242'AN 0.9-METER BY 1.5-METER ROCK OUTCROP.
 HR1242'THE MARK IS 0.15 METERS  SW FROM  A WITNESS POST
 HR1242'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1804 ***********************************************************************
 KR1804  DESIGNATION -  E 446
 KR1804  PID         -  KR1804
 KR1804  STATE/COUNTY-  NV/CHURCHILL
 KR1804  USGS QUAD   -  GRIMES POINT (1985)
 KR1804
 KR1804                         *CURRENT SURVEY CONTROL
 KR1804  ___________________________________________________________________
 KR1804* NAD 83(1986)-  39 28 30.     (N)    118 43 21.     (W)     SCALED    
 KR1804* NAVD 88     -      1202.834  (meters)    3946.30   (feet)  ADJUSTED  
 KR1804  ___________________________________________________________________
 KR1804  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 KR1804  DYNAMIC HT  -        1201.801 (meters)    3942.91  (feet)  COMP
 KR1804  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 KR1804
 KR1804  VERT ORDER  -  FIRST     CLASS II
 KR1804
 KR1804.The horizontal coordinates were scaled from a topographic map and have
 KR1804.an estimated accuracy of +/- 6 seconds.
 KR1804
 KR1804.The orthometric height was determined by differential leveling
 KR1804.and adjusted by the National Geodetic Survey in October 1991..
 KR1804
 KR1804.The geoid height was determined by GEOID03.
 KR1804
 KR1804.The dynamic height is computed by dividing the NAVD 88
 KR1804.geopotential number by the normal gravity value computed on the
 KR1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1804.degrees latitude (g = 980.6199 gals.).
 KR1804
 KR1804.The modeled gravity was interpolated from observed gravity values.
 KR1804
 KR1804;                    North         East    Units  Estimated Accuracy
 KR1804;SPC NV W     - 4,524,340.      788,030.      MT  (+/- 180 meters Scaled)
 KR1804
 KR1804                          SUPERSEDED SURVEY CONTROL
 KR1804
 KR1804.No superseded survey control is available for this station.
 KR1804
 KR1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD518709(NAD 83)
 KR1804_MARKER: DB = BENCH MARK DISK
 KR1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1804_SP_SET: CONCRETE POST
 KR1804_STAMPING: E 446 1991
 KR1804_MARK LOGO: USN   
 KR1804_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1804+STABILITY: SURFACE MOTION
 KR1804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1804+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 KR1804
 KR1804  HISTORY     - Date     Condition        Report By
 KR1804  HISTORY     - 1991     MONUMENTED       NGS
 KR1804  HISTORY     - 20051009 GOOD             GEOCAC
 KR1804
 KR1804                          STATION DESCRIPTION
 KR1804
 KR1804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1804'4.8 KM (3.0 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL IN
 KR1804'FALLON, 10.1 M (33.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.6
 KR1804'M (31.5 FT) NORTHEAST OF A UTILITY POLE, 4.9 M (16.1 FT) NORTH OF A
 KR1804'WITNESS POST AND FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 KR1804'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 KR1804
 KR1804                          STATION RECOVERY (2005)
 KR1804
 KR1804'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR1804'OBSERVED GPSR COORDINATES N39 28 29.76, W118 43 20.58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1815 ***********************************************************************
 KR1815  DESIGNATION -  E 447
 KR1815  PID         -  KR1815
 KR1815  STATE/COUNTY-  NV/CHURCHILL
 KR1815  USGS QUAD   -  GRIMES POINT (1985)
 KR1815
 KR1815                         *CURRENT SURVEY CONTROL
 KR1815  ___________________________________________________________________
 KR1815* NAD 83(1986)-  39 24 10.     (N)    118 40 32.     (W)     SCALED    
 KR1815* NAVD 88     -      1195.211  (meters)    3921.29   (feet)  ADJUSTED  
 KR1815  ___________________________________________________________________
 KR1815  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 KR1815  DYNAMIC HT  -        1194.173 (meters)    3917.88  (feet)  COMP
 KR1815  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 KR1815
 KR1815  VERT ORDER  -  FIRST     CLASS II
 KR1815
 KR1815.The horizontal coordinates were scaled from a topographic map and have
 KR1815.an estimated accuracy of +/- 6 seconds.
 KR1815
 KR1815.The orthometric height was determined by differential leveling
 KR1815.and adjusted by the National Geodetic Survey in October 1991..
 KR1815
 KR1815.The geoid height was determined by GEOID03.
 KR1815
 KR1815.The dynamic height is computed by dividing the NAVD 88
 KR1815.geopotential number by the normal gravity value computed on the
 KR1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1815.degrees latitude (g = 980.6199 gals.).
 KR1815
 KR1815.The modeled gravity was interpolated from observed gravity values.
 KR1815
 KR1815;                    North         East    Units  Estimated Accuracy
 KR1815;SPC NV W     - 4,516,310.      792,060.      MT  (+/- 180 meters Scaled)
 KR1815
 KR1815                          SUPERSEDED SURVEY CONTROL
 KR1815
 KR1815.No superseded survey control is available for this station.
 KR1815
 KR1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD557628(NAD 83)
 KR1815_MARKER: DB = BENCH MARK DISK
 KR1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1815_SP_SET: CONCRETE POST
 KR1815_STAMPING: E 447 1991
 KR1815_MARK LOGO: USN   
 KR1815_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1815+STABILITY: SURFACE MOTION
 KR1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1815+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KR1815
 KR1815  HISTORY     - Date     Condition        Report By
 KR1815  HISTORY     - 1991     MONUMENTED       NGS
 KR1815
 KR1815                          STATION DESCRIPTION
 KR1815
 KR1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1815'16.5 KM (10.3 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR1815'IN FALLON, THENCE 2.2 KM (1.4 MI) WESTERLY ALONG A GRAVELED AND PAVED
 KR1815'ROAD, 24.0 M (78.7 FT) NORTH OF THE CENTER OF THE ROAD, 13.7 M (44.9
 KR1815'FT) NORTHWEST OF A CHAIN-LINK FENCE CORNER, 6.3 M (20.7 FT) NORTHEAST
 KR1815'OF THE CENTER OF A DIRT ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 KR1815'ROAD, 0.5 M (1.6 FT) SOUTHWEST OF THE FENCE, 0.5 M (1.6 FT) SOUTHEAST
 KR1815'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0205 ***********************************************************************
 KQ0205  DESIGNATION -  E 45
 KQ0205  PID         -  KQ0205
 KQ0205  STATE/COUNTY-  NV/LANDER
 KQ0205  USGS QUAD   -  AUSTIN (1988)
 KQ0205
 KQ0205                         *CURRENT SURVEY CONTROL
 KQ0205  ___________________________________________________________________
 KQ0205* NAD 83(1986)-  39 28 52.     (N)    117 00 57.     (W)     SCALED    
 KQ0205* NAVD 88     -      2152.432  (meters)    7061.77   (feet)  ADJUSTED  
 KQ0205  ___________________________________________________________________
 KQ0205  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 KQ0205  DYNAMIC HT  -        2150.137 (meters)    7054.24  (feet)  COMP
 KQ0205  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 KQ0205
 KQ0205  VERT ORDER  -  FIRST     CLASS II
 KQ0205
 KQ0205.The horizontal coordinates were scaled from a topographic map and have
 KQ0205.an estimated accuracy of +/- 6 seconds.
 KQ0205
 KQ0205.The orthometric height was determined by differential leveling
 KQ0205.and adjusted by the National Geodetic Survey in June 1991..
 KQ0205
 KQ0205.The geoid height was determined by GEOID03.
 KQ0205
 KQ0205.The dynamic height is computed by dividing the NAVD 88
 KQ0205.geopotential number by the normal gravity value computed on the
 KQ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0205.degrees latitude (g = 980.6199 gals.).
 KQ0205
 KQ0205.The modeled gravity was interpolated from observed gravity values.
 KQ0205
 KQ0205;                    North         East    Units  Estimated Accuracy
 KQ0205;SPC NV C     - 6,525,060.      469,960.      MT  (+/- 180 meters Scaled)
 KQ0205
 KQ0205                          SUPERSEDED SURVEY CONTROL
 KQ0205
 KQ0205  NGVD 29 (??/??/92) 2151.091  (m)         7057.37   (f) ADJ UNCH    1 2
 KQ0205
 KQ0205.Superseded values are not recommended for survey control.
 KQ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0205.See file dsdata.txt to determine how the superseded data were derived.
 KQ0205
 KQ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD986701(NAD 83)
 KQ0205_MARKER: DB = BENCH MARK DISK
 KQ0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0205_STAMPING: E 45 1934
 KQ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0205+STABILITY: SURFACE MOTION
 KQ0205
 KQ0205  HISTORY     - Date     Condition        Report By
 KQ0205  HISTORY     - 1934     MONUMENTED       CGS
 KQ0205  HISTORY     - 1955     GOOD             NGS
 KQ0205  HISTORY     - 1985     GOOD             NGS
 KQ0205
 KQ0205                          STATION DESCRIPTION
 KQ0205
 KQ0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0205'4.4 MI SE FROM AUSTIN.
 KQ0205'4.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0205'AT AUSTIN, ON THE OUTSIDE OF A HORSESHOE CURVE, 37.6 FEET NORTHWEST OF
 KQ0205'THE CENTER LINE OF THE HIGHWAY, 25.9 FEET NORTHEAST OF THE CENTER OF
 KQ0205'THE SOUTHEAST END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 1.3
 KQ0205'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 KQ0205'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 KQ0205
 KQ0205                          STATION RECOVERY (1985)
 KQ0205
 KQ0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0316 ***********************************************************************
 KQ0316  DESIGNATION -  E 46
 KQ0316  PID         -  KQ0316
 KQ0316  STATE/COUNTY-  NV/CHURCHILL
 KQ0316  USGS QUAD   -  CARROLL SUMMIT (1969)
 KQ0316
 KQ0316                         *CURRENT SURVEY CONTROL
 KQ0316  ___________________________________________________________________
 KQ0316* NAD 83(1986)-  39 15 46.     (N)    117 43 44.     (W)     SCALED    
 KQ0316* NAVD 88     -      2262.968  (meters)    7424.42   (feet)  ADJUSTED  
 KQ0316  ___________________________________________________________________
 KQ0316  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 KQ0316  DYNAMIC HT  -        2260.514 (meters)    7416.37  (feet)  COMP
 KQ0316  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 KQ0316
 KQ0316  VERT ORDER  -  FIRST     CLASS II
 KQ0316
 KQ0316.The horizontal coordinates were scaled from a topographic map and have
 KQ0316.an estimated accuracy of +/- 6 seconds.
 KQ0316
 KQ0316.The orthometric height was determined by differential leveling
 KQ0316.and adjusted by the National Geodetic Survey in June 1991..
 KQ0316.WARNING-Repeat measurements at this control monument indicate possible
 KQ0316.vertical movement.
 KQ0316
 KQ0316.The geoid height was determined by GEOID03.
 KQ0316
 KQ0316.The dynamic height is computed by dividing the NAVD 88
 KQ0316.geopotential number by the normal gravity value computed on the
 KQ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0316.degrees latitude (g = 980.6199 gals.).
 KQ0316
 KQ0316.The modeled gravity was interpolated from observed gravity values.
 KQ0316
 KQ0316;                    North         East    Units  Estimated Accuracy
 KQ0316;SPC NV W     - 4,501,120.      873,740.      MT  (+/- 180 meters Scaled)
 KQ0316
 KQ0316                          SUPERSEDED SURVEY CONTROL
 KQ0316
 KQ0316  NGVD 29 (??/??/92) 2261.603  (m)         7419.94   (f) ADJ UNCH    1 2
 KQ0316
 KQ0316.Superseded values are not recommended for survey control.
 KQ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0316.See file dsdata.txt to determine how the superseded data were derived.
 KQ0316
 KQ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD371461(NAD 83)
 KQ0316_MARKER: DB = BENCH MARK DISK
 KQ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0316_STAMPING: E 46 1934
 KQ0316_MARK LOGO: CGS   
 KQ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0316+STABILITY: SURFACE MOTION
 KQ0316
 KQ0316  HISTORY     - Date     Condition        Report By
 KQ0316  HISTORY     - 1934     MONUMENTED       CGS
 KQ0316  HISTORY     - 1955     GOOD             NGS
 KQ0316  HISTORY     - 1984     GOOD             NGS
 KQ0316
 KQ0316                          STATION DESCRIPTION
 KQ0316
 KQ0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0316'0.1 MI W FROM CARROLL SUMMIT.
 KQ0316'0.1 MILE WEST ALONG U.S. HIGHWAY 50 FROM CARROLL SUMMIT, 0.15 MILE
 KQ0316'WEST OF THE CHURCHILL-LANDER COUNTY LINE, ON THE OUTSIDE OF A CURVE,
 KQ0316'28.7 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET EAST OF A
 KQ0316'WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE
 KQ0316'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 KQ0316
 KQ0316                          STATION RECOVERY (1984)
 KQ0316
 KQ0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0316'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0316'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0212 ***********************************************************************
 KR0212  DESIGNATION -  E 47
 KR0212  PID         -  KR0212
 KR0212  STATE/COUNTY-  NV/CHURCHILL
 KR0212  USGS QUAD   -  BUNEJUG MTS (1985)
 KR0212
 KR0212                         *CURRENT SURVEY CONTROL
 KR0212  ___________________________________________________________________
 KR0212* NAD 83(1986)-  39 20 15.     (N)    118 31 24.     (W)     SCALED    
 KR0212* NAVD 88     -      1195.40   (+/-2cm)    3921.9    (feet)  VERTCON   
 KR0212  ___________________________________________________________________
 KR0212  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 KR0212
 KR0212  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0212
 KR0212.The horizontal coordinates were scaled from a topographic map and have
 KR0212.an estimated accuracy of +/- 6 seconds.
 KR0212
 KR0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0212.The vertical order pertains to the NGVD 29 superseded value.
 KR0212
 KR0212.The geoid height was determined by GEOID03.
 KR0212
 KR0212;                    North         East    Units  Estimated Accuracy
 KR0212;SPC NV W     - 4,509,070.      805,170.      MT  (+/- 180 meters Scaled)
 KR0212
 KR0212                          SUPERSEDED SURVEY CONTROL
 KR0212
 KR0212  NGVD 29 (??/??/92) 1194.408  (m)         3918.65   (f) ADJ UNCH    1 2
 KR0212
 KR0212.Superseded values are not recommended for survey control.
 KR0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0212.See file dsdata.txt to determine how the superseded data were derived.
 KR0212
 KR0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD687553(NAD 83)
 KR0212_MARKER: DB = BENCH MARK DISK
 KR0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0212_STAMPING: E-47 1934
 KR0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0212+STABILITY: SURFACE MOTION
 KR0212
 KR0212  HISTORY     - Date     Condition        Report By
 KR0212  HISTORY     - 1934     MONUMENTED       CGS
 KR0212
 KR0212                          STATION DESCRIPTION
 KR0212
 KR0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KR0212'4.0 MI E FROM SALT WELLS.
 KR0212'4.0 MILES EAST OF SALT WELLS STATION 99 FEET NORTH OF CENTER LINE OF
 KR0212'HIGHWAY U.S. 50, FILL ACROSS OLD LAKE BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0213 ***********************************************************************
 KR0213  DESIGNATION -  E 47 RESET
 KR0213  PID         -  KR0213
 KR0213  STATE/COUNTY-  NV/CHURCHILL
 KR0213  USGS QUAD   -  BUNEJUG MTS (1985)
 KR0213
 KR0213                         *CURRENT SURVEY CONTROL
 KR0213  ___________________________________________________________________
 KR0213* NAD 83(1994)-  39 20 14.58795(N)    118 31 23.72549(W)     ADJUSTED  
 KR0213* NAVD 88     -      1195.328  (meters)    3921.67   (feet)  ADJUSTED  
 KR0213  ___________________________________________________________________
 KR0213  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 KR0213  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 KR0213  DYNAMIC HT  -        1194.277 (meters)    3918.22  (feet)  COMP
 KR0213  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 KR0213
 KR0213  HORZ ORDER  -  THIRD
 KR0213  VERT ORDER  -  FIRST     CLASS II
 KR0213
 KR0213.The horizontal coordinates were established by classical geodetic methods
 KR0213.and adjusted by the National Geodetic Survey in June 1998..
 KR0213
 KR0213.The orthometric height was determined by differential leveling
 KR0213.and adjusted by the National Geodetic Survey in June 1991..
 KR0213.WARNING-Repeat measurements at this control monument indicate possible
 KR0213.vertical movement.
 KR0213
 KR0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0213
 KR0213.The geoid height was determined by GEOID03.
 KR0213
 KR0213.The dynamic height is computed by dividing the NAVD 88
 KR0213.geopotential number by the normal gravity value computed on the
 KR0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0213.degrees latitude (g = 980.6199 gals.).
 KR0213
 KR0213.The modeled gravity was interpolated from observed gravity values.
 KR0213
 KR0213;                    North         East     Units Scale Factor Converg.
 KR0213;SPC NV W     - 4,509,052.571   805,178.866   MT  0.99990033   +0 02 17.1
 KR0213;SPC NV W     -14,793,449.98  2,641,657.66   sFT  0.99990033   +0 02 17.1
 KR0213;UTM  11      - 4,355,324.006   368,724.128   MT  0.99981219   -0 57 56.6
 KR0213
 KR0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0213!SPC NV W     -   0.99981632  x   0.99990033  =   0.99971667
 KR0213!UTM  11      -   0.99981632  x   0.99981219  =   0.99962855
 KR0213
 KR0213:                Primary Azimuth Mark                     Grid Az
 KR0213:SPC NV W     -  BORAX                                    100 50 40.0
 KR0213:UTM  11      -  BORAX                                    101 50 53.7
 KR0213
 KR0213|---------------------------------------------------------------------|
 KR0213| PID    Reference Object                     Distance      Geod. Az  |
 KR0213|                                                           dddmmss.s |
 KR0213| KR1510 BORAX                               APPROX. 5.3 KM 1005257.1 |
 KR0213| KR1507 SAND SPRINGS                        APPROX.22.8 KM 1573213.3 |
 KR0213|---------------------------------------------------------------------|
 KR0213
 KR0213                          SUPERSEDED SURVEY CONTROL
 KR0213
 KR0213  NAD 83(1986)-  39 20 14.59127(N)    118 31 23.71899(W) AD(       ) 3
 KR0213  NAVD 88 (03/09/94) 1195.33   (m)         3921.7    (f) LEVELING    3  
 KR0213  NGVD 29 (??/??/92) 1194.332  (m)         3918.40   (f) ADJ UNCH    1 2
 KR0213
 KR0213.Superseded values are not recommended for survey control.
 KR0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0213.See file dsdata.txt to determine how the superseded data were derived.
 KR0213
 KR0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD6872455324(NAD 83)
 KR0213_MARKER: DB = BENCH MARK DISK
 KR0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0213_SP_SET: CONCRETE POST
 KR0213_STAMPING: E 47 RESET 1935
 KR0213_MARK LOGO: CGS   
 KR0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0213+STABILITY: SURFACE MOTION
 KR0213
 KR0213  HISTORY     - Date     Condition        Report By
 KR0213  HISTORY     - 1935     MONUMENTED       CGS
 KR0213  HISTORY     - 1967     GOOD             CGS
 KR0213  HISTORY     - 1972     GOOD             USGS
 KR0213  HISTORY     - 1986     GOOD             NGS
 KR0213
 KR0213                          STATION DESCRIPTION
 KR0213
 KR0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KR0213'4.3 MI SE FROM SALT WELLS.
 KR0213'ABOUT 4.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE
 KR0213'STATION AT SALT WELLS, IN SECTION 17, T 17 N, R 31 E, ON THE OUTSIDE
 KR0213'OF A CURVE IN THE HIGHWAY, 200 FEET NORTHEAST OF THE CENTER LINE OF
 KR0213'THE HIGHWAY, 4.4 FEET NORTHEAST OF A WOODEN WITNESS POST, ABOUT 4 1/2
 KR0213'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KR0213'POST WHICH PROJECTS 8 INCHES.
 KR0213
 KR0213                          STATION RECOVERY (1972)
 KR0213
 KR0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KR0213'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY NEVADA LEVEL LINE NO. 15
 KR0213'AS FOLLOWS--
 KR0213'
 KR0213'--4.3 MI. SE. ALONG U.S. HIGHWAY 50 FROM SALT WELLS, AT A LARGE DRY
 KR0213'LAKE BED, ON THE OUTSIDE OF A CURVE, 200.5 FT. NE. OF THE CENTERLINE
 KR0213'OF THE HWY., 4.5 FT. NE. OF A WITNESS POST, ABOUT 4.5 FT. LOWER THAN
 KR0213'THE HWY., AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FT.
 KR0213'ABOVE THE GROUND--.
 KR0213'
 KR0213'STATION MARK--USC AND GS LEVEL BM STAMPED---E 47 RESET 1935--- SET
 KR0213'IN THE TOP OF A CONCRETE POST.
 KR0213
 KR0213                          STATION RECOVERY (1986)
 KR0213
 KR0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0187 ***********************************************************************
 MV0187  DESIGNATION -  E 49
 MV0187  PID         -  MV0187
 MV0187  STATE/COUNTY-  NV/WASHOE
 MV0187  USGS QUAD   -  CROOKS MEADOW (1966)
 MV0187
 MV0187                         *CURRENT SURVEY CONTROL
 MV0187  ___________________________________________________________________
 MV0187* NAD 83(1986)-  41 48 12.     (N)    119 59 13.     (W)     SCALED    
 MV0187* NAVD 88     -      1663.202  (meters)    5456.69   (feet)  POSTED    
 MV0187  ___________________________________________________________________
 MV0187  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 MV0187  DYNAMIC HT  -        1662.000 (meters)    5452.74  (feet)  COMP
 MV0187  MODELED GRAV-     979,842.4   (mgal)                       NAVD 88
 MV0187
 MV0187  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MV0187
 MV0187.The horizontal coordinates were scaled from a topographic map and have
 MV0187.an estimated accuracy of +/- 6 seconds.
 MV0187
 MV0187.The orthometric height was determined by differential leveling
 MV0187.and adjusted by the National Geodetic Survey in 1992..
 MV0187.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MV0187.rate of 2.1 thru 3.0 mm/km.
 MV0187
 MV0187.The geoid height was determined by GEOID03.
 MV0187
 MV0187.The dynamic height is computed by dividing the NAVD 88
 MV0187.geopotential number by the normal gravity value computed on the
 MV0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0187.degrees latitude (g = 980.6199 gals.).
 MV0187
 MV0187.The modeled gravity was interpolated from observed gravity values.
 MV0187
 MV0187;                    North         East    Units  Estimated Accuracy
 MV0187;SPC NV W     - 4,783,810.      683,360.      MT  (+/- 180 meters Scaled)
 MV0187
 MV0187                          SUPERSEDED SURVEY CONTROL
 MV0187
 MV0187  NGVD 29 (??/??/92) 1661.938  (m)         5452.54   (f) ADJ UNCH    2 0
 MV0187
 MV0187.Superseded values are not recommended for survey control.
 MV0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0187.See file dsdata.txt to determine how the superseded data were derived.
 MV0187
 MV0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG518322(NAD 83)
 MV0187_MARKER: DB = BENCH MARK DISK
 MV0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0187_STAMPING: E 49 1934
 MV0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0187+STABILITY: SURFACE MOTION
 MV0187
 MV0187  HISTORY     - Date     Condition        Report By
 MV0187  HISTORY     - 1934     MONUMENTED       CGS
 MV0187  HISTORY     - 1937     GOOD             NGS
 MV0187
 MV0187                          STATION DESCRIPTION
 MV0187
 MV0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0187'7.9 MI E FROM POWELL RANCH, CA.
 MV0187'IN WASHOE COUNTY, NEVADA, ABOUT 7.9 MILES EAST ALONG THE ROAD LEADING
 MV0187'TO SEVIER RANCH FROM POWELL RANCH, MODOC COUNTY, CALIFORNIA, ABOUT 0.5
 MV0187'MILE EAST OF A WAGON ROAD LEADING TO A GATE, ABOUT 90 FEET SOUTH OF A
 MV0187'CREEK BANK, ABOUT 54 FEET WEST OF A DRY GULLY, AND 15 FEET NORTH OF
 MV0187'THE CENTER LINE OF THE OLD ROAD.  A STANDARD DISK, STAMPED E 49 1934
 MV0187'AND SET IN THE TOP OF A CONCRETE POST.
 MV0187
 MV0187                          STATION RECOVERY (1937)
 MV0187
 MV0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 MV0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0446 ***********************************************************************
 LQ0446  DESIGNATION -  E 5
 LQ0446  PID         -  LQ0446
 LQ0446  STATE/COUNTY-  NV/ELKO
 LQ0446  USGS QUAD   -  ELKO WEST (1975)
 LQ0446
 LQ0446                         *CURRENT SURVEY CONTROL
 LQ0446  ___________________________________________________________________
 LQ0446* NAD 83(1986)-  40 50 21.     (N)    115 45 14.     (W)     SCALED    
 LQ0446* NAVD 88     -      1549.332  (meters)    5083.10   (feet)  ADJUSTED  
 LQ0446  ___________________________________________________________________
 LQ0446  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 LQ0446  DYNAMIC HT  -        1548.048 (meters)    5078.89  (feet)  COMP
 LQ0446  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 LQ0446
 LQ0446  VERT ORDER  -  FIRST     CLASS II
 LQ0446
 LQ0446.The horizontal coordinates were scaled from a topographic map and have
 LQ0446.an estimated accuracy of +/- 6 seconds.
 LQ0446
 LQ0446.The orthometric height was determined by differential leveling
 LQ0446.and adjusted by the National Geodetic Survey in June 1991..
 LQ0446
 LQ0446.The geoid height was determined by GEOID03.
 LQ0446
 LQ0446.The dynamic height is computed by dividing the NAVD 88
 LQ0446.geopotential number by the normal gravity value computed on the
 LQ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0446.degrees latitude (g = 980.6199 gals.).
 LQ0446
 LQ0446.The modeled gravity was interpolated from observed gravity values.
 LQ0446
 LQ0446;                    North         East    Units  Estimated Accuracy
 LQ0446;SPC NV E     - 8,675,800.      185,620.      MT  (+/- 180 meters Scaled)
 LQ0446
 LQ0446                          SUPERSEDED SURVEY CONTROL
 LQ0446
 LQ0446  NGVD 29 (??/??/92) 1548.212  (m)         5079.43   (f) ADJ UNCH    1 2
 LQ0446
 LQ0446.Superseded values are not recommended for survey control.
 LQ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0446.See file dsdata.txt to determine how the superseded data were derived.
 LQ0446
 LQ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF050216(NAD 83)
 LQ0446_MARKER: Q = CHISELED SQUARE
 LQ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0446_SP_SET: LIMESTONE POST
 LQ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0446+STABILITY: SURFACE MOTION
 LQ0446
 LQ0446  HISTORY     - Date     Condition        Report By
 LQ0446  HISTORY     - UNK      MONUMENTED       CGS
 LQ0446  HISTORY     - 1934     GOOD             NGS
 LQ0446  HISTORY     - 1953     MARK NOT FOUND   NGS
 LQ0446
 LQ0446                          STATION DESCRIPTION
 LQ0446
 LQ0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LQ0446'0.8 MI E FROM ELKO.
 LQ0446'ABOUT 0.8 MILES EAST OF THE SOUTHERN PACIFIC STATION AT ELKO ALONG THE
 LQ0446'SOUTHERN PACIFIC R.R. RED LIMESTONE POST WITH SQUARE HOLE IN TOP
 LQ0446'MARKED U.S.B.M.  EIGHT TELEPHONE POLES WEST OF MILEPOST 557.  186 FT.
 LQ0446'NORTH OF CENTERLINE OF S.P.R.R. TRACK AT ROAD CROSSING.  23 FT. EAST
 LQ0446'OF CENTERLINE SIDE ROAD LEADING TO ELKO AUTO CAMP.  141 FT. SOUTH OF
 LQ0446'CENTERLINE U.S. HIGHWAY 40.
 LQ0446
 LQ0446                          STATION RECOVERY (1953)
 LQ0446
 LQ0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 LQ0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0253 ***********************************************************************
 GR0253  DESIGNATION -  E 50
 GR0253  PID         -  GR0253
 GR0253  STATE/COUNTY-  NV/CLARK
 GR0253  USGS QUAD   -  DEVILS THROAT (1983)
 GR0253
 GR0253                         *CURRENT SURVEY CONTROL
 GR0253  ___________________________________________________________________
 GR0253* NAD 83(1986)-  36 26 35.     (N)    114 11 20.     (W)     SCALED    
 GR0253* NAVD 88     -       627.045  (meters)    2057.23   (feet)  POSTED    
 GR0253  ___________________________________________________________________
 GR0253  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 GR0253  DYNAMIC HT  -         626.430 (meters)    2055.21  (feet)  COMP
 GR0253  MODELED GRAV-     979,625.7   (mgal)                       NAVD 88
 GR0253
 GR0253  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0253
 GR0253.The horizontal coordinates were scaled from a topographic map and have
 GR0253.an estimated accuracy of +/- 6 seconds.
 GR0253
 GR0253.The orthometric height was determined by differential leveling
 GR0253.and adjusted by the National Geodetic Survey in 1992..
 GR0253.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0253.rate of 0.0 thru 1.0 mm/km.
 GR0253
 GR0253.The geoid height was determined by GEOID03.
 GR0253
 GR0253.The dynamic height is computed by dividing the NAVD 88
 GR0253.geopotential number by the normal gravity value computed on the
 GR0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0253.degrees latitude (g = 980.6199 gals.).
 GR0253
 GR0253.The modeled gravity was interpolated from observed gravity values.
 GR0253
 GR0253;                    North         East    Units  Estimated Accuracy
 GR0253;SPC NV E     - 8,188,730.      325,010.      MT  (+/- 180 meters Scaled)
 GR0253
 GR0253                          SUPERSEDED SURVEY CONTROL
 GR0253
 GR0253  NGVD 29 (??/??/92)  626.359  (m)         2054.98   (f) ADJ UNCH    1 1
 GR0253
 GR0253.Superseded values are not recommended for survey control.
 GR0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0253.See file dsdata.txt to determine how the superseded data were derived.
 GR0253
 GR0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA519367(NAD 83)
 GR0253_MARKER: DB = BENCH MARK DISK
 GR0253_SETTING: 80 = SET IN A BOULDER
 GR0253_SP_SET: BOULDER
 GR0253_STAMPING: E 50 1934
 GR0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0253+STABILITY: SURFACE MOTION
 GR0253
 GR0253  HISTORY     - Date     Condition        Report By
 GR0253  HISTORY     - 1934     MONUMENTED       CGS
 GR0253  HISTORY     - 1950     GOOD             NGS
 GR0253
 GR0253                          STATION DESCRIPTION
 GR0253
 GR0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0253'30.4 MI S FROM RIVERSIDE.
 GR0253'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0253'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0253'THENCE 3.3 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY
 GR0253'ROAD, AT THE ENTRANCE TO A PASS, ON THE SOUTH SIDE OF A WASH, IN THE
 GR0253'TOP OF A 8- BY 15-FOOT BOULDER, 90.0 FEET WEST OF A FENCE ACROSS THE
 GR0253'WASH, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 5 FEET
 GR0253'HIGHER THAN THE BED OF THE WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0065 ***********************************************************************
 GR0065  DESIGNATION -  E 51
 GR0065  PID         -  GR0065
 GR0065  STATE/COUNTY-  NV/CLARK
 GR0065  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0065
 GR0065                         *CURRENT SURVEY CONTROL
 GR0065  ___________________________________________________________________
 GR0065* NAD 83(1986)-  36 45 47.     (N)    114 19 29.     (W)     SCALED    
 GR0065* NAVD 88     -       642.525  (meters)    2108.02   (feet)  POSTED    
 GR0065  ___________________________________________________________________
 GR0065  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GR0065  DYNAMIC HT  -         641.890 (meters)    2105.93  (feet)  COMP
 GR0065  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 GR0065
 GR0065  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0065
 GR0065.The horizontal coordinates were scaled from a topographic map and have
 GR0065.an estimated accuracy of +/- 6 seconds.
 GR0065
 GR0065.The orthometric height was determined by differential leveling
 GR0065.and adjusted by the National Geodetic Survey in 1992..
 GR0065.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0065.rate of 0.0 thru 1.0 mm/km.
 GR0065
 GR0065.The geoid height was determined by GEOID03.
 GR0065
 GR0065.The dynamic height is computed by dividing the NAVD 88
 GR0065.geopotential number by the normal gravity value computed on the
 GR0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0065.degrees latitude (g = 980.6199 gals.).
 GR0065
 GR0065.The modeled gravity was interpolated from observed gravity values.
 GR0065
 GR0065;                    North         East    Units  Estimated Accuracy
 GR0065;SPC NV E     - 8,224,070.      312,370.      MT  (+/- 180 meters Scaled)
 GR0065
 GR0065                          SUPERSEDED SURVEY CONTROL
 GR0065
 GR0065  NGVD 29 (??/??/92)  641.827  (m)         2105.73   (f) ADJ UNCH    1 1
 GR0065
 GR0065.Superseded values are not recommended for survey control.
 GR0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0065.See file dsdata.txt to determine how the superseded data were derived.
 GR0065
 GR0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA387719(NAD 83)
 GR0065_MARKER: DB = BENCH MARK DISK
 GR0065_SETTING: 66 = SET IN ROCK OUTCROP
 GR0065_SP_SET: LIMESTONE OUTCROP
 GR0065_STAMPING: E 51 1934
 GR0065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0065+STABILITY: POSITION/ELEVATION WELL
 GR0065
 GR0065  HISTORY     - Date     Condition        Report By
 GR0065  HISTORY     - 1934     MONUMENTED       CGS
 GR0065  HISTORY     - 1957     GOOD             NGS
 GR0065
 GR0065                          STATION DESCRIPTION
 GR0065
 GR0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GR0065'13.8 MI SW FROM BUNKERVILLE.
 GR0065'13.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 91 FROM BUNKERVILLE, CLARK
 GR0065'COUNTY, 0.1 MILE WEST OF THE CROSSING OF A LINE OF POLES, 51 FEET
 GR0065'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET NORTHWEST OF A WHITE
 GR0065'WOODEN WITNESS POST, IN THE TOP OF A LIMESTONE OUTCROP, AND FLUSH WITH
 GR0065'THE GROUND.  A STANDARD DISK, STAMPED E 51 1934.
 GR0065
 GR0065                          STATION RECOVERY (1957)
 GR0065
 GR0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GR0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0540 ***********************************************************************
 LQ0540  DESIGNATION -  E 52
 LQ0540  PID         -  LQ0540
 LQ0540  STATE/COUNTY-  NV/ELKO
 LQ0540  USGS QUAD   -  KITTRIDGE SPRINGS (1982)
 LQ0540
 LQ0540                         *CURRENT SURVEY CONTROL
 LQ0540  ___________________________________________________________________
 LQ0540* NAD 83(1986)-  40 53 37.     (N)    115 49 45.     (W)     SCALED    
 LQ0540* NAVD 88     -      1790.793  (meters)    5875.29   (feet)  ADJUSTED  
 LQ0540  ___________________________________________________________________
 LQ0540  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 LQ0540  DYNAMIC HT  -        1789.269 (meters)    5870.29  (feet)  COMP
 LQ0540  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 LQ0540
 LQ0540  VERT ORDER  -  FIRST     CLASS II
 LQ0540
 LQ0540.The horizontal coordinates were scaled from a topographic map and have
 LQ0540.an estimated accuracy of +/- 6 seconds.
 LQ0540
 LQ0540.The orthometric height was determined by differential leveling
 LQ0540.and adjusted by the National Geodetic Survey in June 1991..
 LQ0540
 LQ0540.The geoid height was determined by GEOID03.
 LQ0540
 LQ0540.The dynamic height is computed by dividing the NAVD 88
 LQ0540.geopotential number by the normal gravity value computed on the
 LQ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0540.degrees latitude (g = 980.6199 gals.).
 LQ0540
 LQ0540.The modeled gravity was interpolated from observed gravity values.
 LQ0540
 LQ0540;                    North         East    Units  Estimated Accuracy
 LQ0540;SPC NV E     - 8,681,860.      179,290.      MT  (+/- 180 meters Scaled)
 LQ0540
 LQ0540                          SUPERSEDED SURVEY CONTROL
 LQ0540
 LQ0540  NGVD 29 (??/??/92) 1789.629  (m)         5871.47   (f) ADJ UNCH    1 2
 LQ0540
 LQ0540.Superseded values are not recommended for survey control.
 LQ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0540.See file dsdata.txt to determine how the superseded data were derived.
 LQ0540
 LQ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF986276(NAD 83)
 LQ0540_MARKER: DB = BENCH MARK DISK
 LQ0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0540_STAMPING: E 52 1934
 LQ0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0540+STABILITY: SURFACE MOTION
 LQ0540
 LQ0540  HISTORY     - Date     Condition        Report By
 LQ0540  HISTORY     - 1934     MONUMENTED       CGS
 LQ0540
 LQ0540                          STATION DESCRIPTION
 LQ0540
 LQ0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0540'5.8 MI NW FROM ELKO.
 LQ0540'5.8 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE COUNTY COURTHOUSE
 LQ0540'AT ELKO, ELKO COUNTY, 0.3 MILE SOUTHEAST OF THE SUMMIT OF A HILL, 350
 LQ0540'FEET SOUTHEAST OF A CULVERT, 90 FEET NORTHWEST OF A LONE CEDAR TREE,
 LQ0540'36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 5.5 FEET LOWER THAN
 LQ0540'THE HIGHWAY.  A STANDARD DISK, STAMPED E 52 1934 AND SET IN THE TOP OF
 LQ0540'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0089 ***********************************************************************
 MU0089  DESIGNATION -  E 53
 MU0089  PID         -  MU0089
 MU0089  STATE/COUNTY-  NV/ELKO
 MU0089  USGS QUAD   -  JACKS PEAK (1987)
 MU0089
 MU0089                         *CURRENT SURVEY CONTROL
 MU0089  ___________________________________________________________________
 MU0089* NAD 83(1986)-  41 26 46.     (N)    116 06 03.     (W)     SCALED    
 MU0089* NAVD 88     -      1784.529  (meters)    5854.74   (feet)  ADJUSTED  
 MU0089  ___________________________________________________________________
 MU0089  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 MU0089  DYNAMIC HT  -        1783.066 (meters)    5849.94  (feet)  COMP
 MU0089  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 MU0089
 MU0089  VERT ORDER  -  FIRST     CLASS II
 MU0089
 MU0089.The horizontal coordinates were scaled from a topographic map and have
 MU0089.an estimated accuracy of +/- 6 seconds.
 MU0089
 MU0089.The orthometric height was determined by differential leveling
 MU0089.and adjusted by the National Geodetic Survey in June 1991..
 MU0089
 MU0089.The geoid height was determined by GEOID03.
 MU0089
 MU0089.The dynamic height is computed by dividing the NAVD 88
 MU0089.geopotential number by the normal gravity value computed on the
 MU0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0089.degrees latitude (g = 980.6199 gals.).
 MU0089
 MU0089.The modeled gravity was interpolated from observed gravity values.
 MU0089
 MU0089;                    North         East    Units  Estimated Accuracy
 MU0089;SPC NV E     - 8,743,310.      156,760.      MT  (+/- 180 meters Scaled)
 MU0089
 MU0089                          SUPERSEDED SURVEY CONTROL
 MU0089
 MU0089  NGVD 29 (??/??/92) 1783.320  (m)         5850.78   (f) ADJ UNCH    1 2
 MU0089
 MU0089.Superseded values are not recommended for survey control.
 MU0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0089.See file dsdata.txt to determine how the superseded data were derived.
 MU0089
 MU0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF751886(NAD 83)
 MU0089_MARKER: DB = BENCH MARK DISK
 MU0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0089_STAMPING: E 53 1934
 MU0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0089+STABILITY: SURFACE MOTION
 MU0089
 MU0089  HISTORY     - Date     Condition        Report By
 MU0089  HISTORY     - 1934     MONUMENTED       CGS
 MU0089
 MU0089                          STATION DESCRIPTION
 MU0089
 MU0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0089'26.8 MI S FROM WHITE ROCK.
 MU0089'26.8 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ZUBIETTAS STORE AT WHITE
 MU0089'ROCK, ELKO COUNTY, 2.0 MILES SOUTH OF THE W. T. JENKINS RANCH, 0.8
 MU0089'MILE SOUTHEAST OF THE BILL VILVAS RANCH, 0.1 MILE SOUTH OF A CURVE,
 MU0089'228 FEET NORTHWEST OF A SMALL SPRING IN A CLUMP OF SMALL WILLOWS, 216
 MU0089'FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL CORRAL, 100 FEET
 MU0089'EAST OF A FENCE, 63 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 MU0089'100 FEET EAST OF A POLE WITH AN ORANGE BAND.  A STANDARD DISK, STAMPED
 MU0089'E 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0039 ***********************************************************************
 MU0039  DESIGNATION -  E 54
 MU0039  PID         -  MU0039
 MU0039  STATE/COUNTY-  NV/ELKO
 MU0039  USGS QUAD   -  OWYHEE (1971)
 MU0039
 MU0039                         *CURRENT SURVEY CONTROL
 MU0039  ___________________________________________________________________
 MU0039* NAD 83(1986)-  41 56 53.     (N)    116 05 53.     (W)     SCALED    
 MU0039* NAVD 88     -      1647.084  (meters)    5403.81   (feet)  ADJUSTED  
 MU0039  ___________________________________________________________________
 MU0039  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 MU0039  DYNAMIC HT  -        1645.893 (meters)    5399.90  (feet)  COMP
 MU0039  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 MU0039
 MU0039  VERT ORDER  -  FIRST     CLASS II
 MU0039
 MU0039.The horizontal coordinates were scaled from a topographic map and have
 MU0039.an estimated accuracy of +/- 6 seconds.
 MU0039
 MU0039.The orthometric height was determined by differential leveling
 MU0039.and adjusted by the National Geodetic Survey in June 1991..
 MU0039
 MU0039.The geoid height was determined by GEOID03.
 MU0039
 MU0039.The dynamic height is computed by dividing the NAVD 88
 MU0039.geopotential number by the normal gravity value computed on the
 MU0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0039.degrees latitude (g = 980.6199 gals.).
 MU0039
 MU0039.The modeled gravity was interpolated from observed gravity values.
 MU0039
 MU0039;                    North         East    Units  Estimated Accuracy
 MU0039;SPC NV E     - 8,799,060.      157,320.      MT  (+/- 180 meters Scaled)
 MU0039
 MU0039                          SUPERSEDED SURVEY CONTROL
 MU0039
 MU0039  NGVD 29 (??/??/92) 1645.916  (m)         5399.98   (f) ADJ UNCH    1 2
 MU0039
 MU0039.Superseded values are not recommended for survey control.
 MU0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0039.See file dsdata.txt to determine how the superseded data were derived.
 MU0039
 MU0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG747444(NAD 83)
 MU0039_MARKER: DB = BENCH MARK DISK
 MU0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0039_STAMPING: E 54 1934
 MU0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0039+STABILITY: SURFACE MOTION
 MU0039
 MU0039  HISTORY     - Date     Condition        Report By
 MU0039  HISTORY     - 1934     MONUMENTED       CGS
 MU0039  HISTORY     - 1951     MARK NOT FOUND   NGS
 MU0039  HISTORY     - 1970     MARK NOT FOUND   USGS
 MU0039
 MU0039                          STATION DESCRIPTION
 MU0039
 MU0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MU0039'IN OWYHEE.
 MU0039'AT OWYHEE, ELKO COUNTY, ON STATE HIGHWAY 11, 84 FEET SOUTHWEST OF THE
 MU0039'WEST CORNER OF THE STONE WING OF THE POST OFFICE, 50 FEET WEST OF THE
 MU0039'WEST CORNER, 105 FEET NORTHWEST OF A POLE, 51 FEET NORTHEAST OF THE
 MU0039'CENTERLINE OF THE HIGHWAY, AND 42 FEET WEST OF A GASOLINE PUMP.  A
 MU0039'STANDARD DISK, STAMPED E 54 1934 AND SET IN THE TOP OF A CONCRETE
 MU0039'POST.  NOTE-- THE POST OFFICE SITE OF 1934 NOW OCCUPIED BY A STORE.
 MU0039'THE PRESENT POST OFFICE IS OPPOSITE THE GRADE SCHOOL BUILDING.
 MU0039
 MU0039                          STATION RECOVERY (1970)
 MU0039
 MU0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MU0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0256 ***********************************************************************
 HP0256  DESIGNATION -  E 59
 HP0256  PID         -  HP0256
 HP0256  STATE/COUNTY-  NV/NYE
 HP0256  USGS QUAD   -  WHITE BLOTCH SPRINGS NW (1987)
 HP0256
 HP0256                         *CURRENT SURVEY CONTROL
 HP0256  ___________________________________________________________________
 HP0256* NAD 83(1986)-  37 43 54.     (N)    115 55 17.     (W)     SCALED    
 HP0256* NAVD 88     -      1695.957  (meters)    5564.15   (feet)  ADJUSTED  
 HP0256  ___________________________________________________________________
 HP0256  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 HP0256  DYNAMIC HT  -        1694.051 (meters)    5557.90  (feet)  COMP
 HP0256  MODELED GRAV-     979,446.3   (mgal)                       NAVD 88
 HP0256
 HP0256  VERT ORDER  -  FIRST     CLASS II
 HP0256
 HP0256.The horizontal coordinates were scaled from a topographic map and have
 HP0256.an estimated accuracy of +/- 6 seconds.
 HP0256
 HP0256.The orthometric height was determined by differential leveling
 HP0256.and adjusted by the National Geodetic Survey in June 1991..
 HP0256
 HP0256.The geoid height was determined by GEOID03.
 HP0256
 HP0256.The dynamic height is computed by dividing the NAVD 88
 HP0256.geopotential number by the normal gravity value computed on the
 HP0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0256.degrees latitude (g = 980.6199 gals.).
 HP0256
 HP0256.The modeled gravity was interpolated from observed gravity values.
 HP0256
 HP0256;                    North         East    Units  Estimated Accuracy
 HP0256;SPC NV C     - 6,331,090.      565,690.      MT  (+/- 180 meters Scaled)
 HP0256
 HP0256                          SUPERSEDED SURVEY CONTROL
 HP0256
 HP0256  NGVD 29 (??/??/92) 1694.893  (m)         5560.66   (f) ADJ UNCH    1 2
 HP0256
 HP0256.Superseded values are not recommended for survey control.
 HP0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0256.See file dsdata.txt to determine how the superseded data were derived.
 HP0256
 HP0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB950765(NAD 83)
 HP0256_MARKER: DB = BENCH MARK DISK
 HP0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0256_STAMPING: E 59 1934
 HP0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0256+STABILITY: SURFACE MOTION
 HP0256
 HP0256  HISTORY     - Date     Condition        Report By
 HP0256  HISTORY     - 1934     MONUMENTED       CGS
 HP0256  HISTORY     - 1980     GOOD             USGS
 HP0256
 HP0256                          STATION DESCRIPTION
 HP0256
 HP0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0256'51.0 MI W FROM CRYSTAL SPRINGS.
 HP0256'IN NYE COUNTY, 51.0 MILES WEST ALONG STATE HIGHWAY 25 FROM CRYSTAL
 HP0256'SPRINGS, LINCOLN COUNTY, 12.5 MILES EAST OF REEDS RANCH, AND 49.5 FEET
 HP0256'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 59
 HP0256'1934 AND SET IN THE TOP OF A CONCRETE POST.
 HP0256
 HP0256                          STATION RECOVERY (1980)
 HP0256
 HP0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HP0256'51.0 MILES WEST ALONG STATE HIGHWAY 25 FROM CRYSTAL SPRINGS, CENTER
 HP0256'STATE HIGHWAY 375 OPPOSITE GENERAL STORE IN RACHAEL, NEVADA, PROCEED
 HP0256'NW ALONG HIGHWAY 9.6 MILES TO THE NYE - LINCOLN COUNTY LINE, CONTINUE
 HP0256'FOR 1.1 MILES TO THE FIRST OF TWO CATTLE GUARDS ABOUT 100 FEET APART,
 HP0256'CONTINUE FOR 0.3 MILE TO GRADED ROAD ON THE LEFT, TURN LEFT AND
 HP0256'FOLLOW ROAD 0.2 MILE TO BM ON THE RIGHT. BM IS 17 FEET NW OF
 HP0256'CENTERLINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1382 ***********************************************************************
 KR1382  DESIGNATION -  E 6
 KR1382  PID         -  KR1382
 KR1382  STATE/COUNTY-  NV/WASHOE
 KR1382  USGS QUAD   -  MT ROSE NW (1993)
 KR1382
 KR1382                         *CURRENT SURVEY CONTROL
 KR1382  ___________________________________________________________________
 KR1382* NAD 83(1986)-  39 29 24.     (N)    119 59 30.     (W)     SCALED    
 KR1382* NAVD 88     -      1513.590  (meters)    4965.84   (feet)  ADJUSTED  
 KR1382  ___________________________________________________________________
 KR1382  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 KR1382  DYNAMIC HT  -        1512.159 (meters)    4961.14  (feet)  COMP
 KR1382  MODELED GRAV-     979,628.7   (mgal)                       NAVD 88
 KR1382
 KR1382  VERT ORDER  -  FIRST     CLASS II
 KR1382
 KR1382.The horizontal coordinates were scaled from a topographic map and have
 KR1382.an estimated accuracy of +/- 6 seconds.
 KR1382
 KR1382.The orthometric height was determined by differential leveling
 KR1382.and adjusted by the National Geodetic Survey in June 1991..
 KR1382
 KR1382.The geoid height was determined by GEOID03.
 KR1382
 KR1382.The dynamic height is computed by dividing the NAVD 88
 KR1382.geopotential number by the normal gravity value computed on the
 KR1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1382.degrees latitude (g = 980.6199 gals.).
 KR1382
 KR1382.The modeled gravity was interpolated from observed gravity values.
 KR1382
 KR1382;                    North         East    Units  Estimated Accuracy
 KR1382;SPC NV W     - 4,526,940.      678,860.      MT  (+/- 180 meters Scaled)
 KR1382
 KR1382                          SUPERSEDED SURVEY CONTROL
 KR1382
 KR1382  NGVD 29 (??/??/92) 1512.43   (m)         4962.0    (f) COMPUTED    1 2
 KR1382
 KR1382.Superseded values are not recommended for survey control.
 KR1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1382.See file dsdata.txt to determine how the superseded data were derived.
 KR1382
 KR1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD427754(NAD 83)
 KR1382_MARKER: DB = BENCH MARK DISK
 KR1382_SETTING: 80 = SET IN A BOULDER
 KR1382_STAMPING: E-6-1934
 KR1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1382+STABILITY: SURFACE MOTION
 KR1382
 KR1382  HISTORY     - Date     Condition        Report By
 KR1382  HISTORY     - 1934     MONUMENTED       CGS
 KR1382
 KR1382                          STATION DESCRIPTION
 KR1382
 KR1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KR1382'0.4 MI E FROM FLEISH.
 KR1382'0.4 MILE EAST OF FLEISH ON SO. PAC. R.R. AND 7/8 MILE EAST OF BRIDGE
 KR1382'229 E OVER TRUCKEE RIVER, 65 METERS SOUTH OF THE TRACKS AT MILE POLE
 KR1382'230-20, IN A SMALL ROCK STREWN PASTURE, 60 METERS EAST OF THE WEST
 KR1382'PASTURE FENCE, 10 METERS NORTH OF THE SOUTH PASTURE FENCE, ON TOP OF A
 KR1382'LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0041 ***********************************************************************
 JQ0041  DESIGNATION -  E 60
 JQ0041  PID         -  JQ0041
 JQ0041  STATE/COUNTY-  NV/NYE
 JQ0041  USGS QUAD   -  WARM SPRINGS (1968)
 JQ0041
 JQ0041                         *CURRENT SURVEY CONTROL
 JQ0041  ___________________________________________________________________
 JQ0041* NAD 83(1986)-  38 09 09.     (N)    116 21 22.     (W)     SCALED    
 JQ0041* NAVD 88     -      1671.014  (meters)    5482.32   (feet)  ADJUSTED  
 JQ0041  ___________________________________________________________________
 JQ0041  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 JQ0041  DYNAMIC HT  -        1669.164 (meters)    5476.25  (feet)  COMP
 JQ0041  MODELED GRAV-     979,463.1   (mgal)                       NAVD 88
 JQ0041
 JQ0041  VERT ORDER  -  FIRST     CLASS II
 JQ0041
 JQ0041.The horizontal coordinates were scaled from a topographic map and have
 JQ0041.an estimated accuracy of +/- 6 seconds.
 JQ0041
 JQ0041.The orthometric height was determined by differential leveling
 JQ0041.and adjusted by the National Geodetic Survey in June 1991..
 JQ0041
 JQ0041.The geoid height was determined by GEOID03.
 JQ0041
 JQ0041.The dynamic height is computed by dividing the NAVD 88
 JQ0041.geopotential number by the normal gravity value computed on the
 JQ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0041.degrees latitude (g = 980.6199 gals.).
 JQ0041
 JQ0041.The modeled gravity was interpolated from observed gravity values.
 JQ0041
 JQ0041;                    North         East    Units  Estimated Accuracy
 JQ0041;SPC NV C     - 6,377,580.      527,220.      MT  (+/- 180 meters Scaled)
 JQ0041
 JQ0041                          SUPERSEDED SURVEY CONTROL
 JQ0041
 JQ0041  NGVD 29 (??/??/92) 1669.890  (m)         5478.63   (f) ADJ UNCH    1 2
 JQ0041
 JQ0041.Superseded values are not recommended for survey control.
 JQ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0041.See file dsdata.txt to determine how the superseded data were derived.
 JQ0041
 JQ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC564229(NAD 83)
 JQ0041_MARKER: DB = BENCH MARK DISK
 JQ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0041_STAMPING: E 60 1934
 JQ0041_MARK LOGO: CGS   
 JQ0041_PROJECTION: PROJECTING 30 CENTIMETERS
 JQ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0041+STABILITY: SURFACE MOTION
 JQ0041
 JQ0041  HISTORY     - Date     Condition        Report By
 JQ0041  HISTORY     - 1934     MONUMENTED       CGS
 JQ0041  HISTORY     - 1984     GOOD             NGS
 JQ0041
 JQ0041                          STATION DESCRIPTION
 JQ0041
 JQ0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0041'4.0 MI SW FROM WARM SPRINGS.
 JQ0041'4.0 MILES SOUTHWEST ALONG THE OLD MILL ROAD FROM WARM SPRINGS, NYE
 JQ0041'COUNTY, AND 43 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A
 JQ0041'STANDARD DISK, STAMPED E 60 1934 AND SET IN THE TOP OF A CONCRETE
 JQ0041'POST.
 JQ0041
 JQ0041                          STATION RECOVERY (1984)
 JQ0041
 JQ0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0041'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0041'2.85 KM (1.8 MI) WEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 JQ0041'HIGHWAY 375 AT WARM SPRINGS, THENCE 3.6 KM (2.2 MI) SOUTHEAST ALONG A
 JQ0041'TRACK ROAD, 13.1 METERS (43 FT) SOUTHWEST OF THE CENTER OF THE TRACK
 JQ0041'ROAD.
 JQ0041'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 JQ0041'THE MARK IS 0.3 M ABOVE THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0001 ***********************************************************************
 KP0001  DESIGNATION -  E 61
 KP0001  PID         -  KP0001
 KP0001  STATE/COUNTY-  NV/WHITE PINE
 KP0001  USGS QUAD   -  SPRING CREEK FLAT NW (1981)
 KP0001
 KP0001                         *CURRENT SURVEY CONTROL
 KP0001  ___________________________________________________________________
 KP0001* NAD 83(1986)-  39 55 24.     (N)    114 10 25.     (W)     SCALED    
 KP0001* NAVD 88     -      1774.105  (meters)    5820.54   (feet)  ADJUSTED  
 KP0001  ___________________________________________________________________
 KP0001  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 KP0001  DYNAMIC HT  -        1772.409 (meters)    5814.98  (feet)  COMP
 KP0001  MODELED GRAV-     979,607.4   (mgal)                       NAVD 88
 KP0001
 KP0001  VERT ORDER  -  FIRST     CLASS II
 KP0001
 KP0001.The horizontal coordinates were scaled from a topographic map and have
 KP0001.an estimated accuracy of +/- 6 seconds.
 KP0001
 KP0001.The orthometric height was determined by differential leveling
 KP0001.and adjusted by the National Geodetic Survey in June 1991..
 KP0001
 KP0001.The geoid height was determined by GEOID03.
 KP0001
 KP0001.The dynamic height is computed by dividing the NAVD 88
 KP0001.geopotential number by the normal gravity value computed on the
 KP0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0001.degrees latitude (g = 980.6199 gals.).
 KP0001
 KP0001.The modeled gravity was interpolated from observed gravity values.
 KP0001
 KP0001;                    North         East    Units  Estimated Accuracy
 KP0001;SPC NV E     - 8,575,050.      320,510.      MT  (+/- 180 meters Scaled)
 KP0001
 KP0001                          SUPERSEDED SURVEY CONTROL
 KP0001
 KP0001  NGVD 29 (??/??/92) 1772.933  (m)         5816.70   (f) ADJ UNCH    1 2
 KP0001
 KP0001.Superseded values are not recommended for survey control.
 KP0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0001.See file dsdata.txt to determine how the superseded data were derived.
 KP0001
 KP0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQE415230(NAD 83)
 KP0001_MARKER: DB = BENCH MARK DISK
 KP0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0001_STAMPING: E 61 1934
 KP0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0001+STABILITY: SURFACE MOTION
 KP0001
 KP0001  HISTORY     - Date     Condition        Report By
 KP0001  HISTORY     - 1934     MONUMENTED       CGS
 KP0001
 KP0001                          STATION DESCRIPTION
 KP0001
 KP0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0001'11.5 MI E FROM TIPPETT.
 KP0001'ABOUT 11.5 MILES EAST ALONG STATE HIGHWAY 2 FROM TIPPETT, WHITE PINE
 KP0001'COUNTY, ABOUT 580 YARDS NORTHEAST OF THE JUNCTION WITH A SIDE ROAD
 KP0001'LEADING SOUTH, AND 25 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KP0001'HIGHWAY.  A STANDARD DISK, STAMPED E 61 1934 AND SET IN THE TOP OF A
 KP0001'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0129 ***********************************************************************
 KP0129  DESIGNATION -  E 62
 KP0129  PID         -  KP0129
 KP0129  STATE/COUNTY-  NV/WHITE PINE
 KP0129  USGS QUAD   -  BORCHERT SPRING (1982)
 KP0129
 KP0129                         *CURRENT SURVEY CONTROL
 KP0129  ___________________________________________________________________
 KP0129* NAD 83(1986)-  39 48 03.     (N)    114 46 10.     (W)     SCALED    
 KP0129* NAVD 88     -      1820.029  (meters)    5971.21   (feet)  ADJUSTED  
 KP0129  ___________________________________________________________________
 KP0129  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 KP0129  DYNAMIC HT  -        1818.192 (meters)    5965.18  (feet)  COMP
 KP0129  MODELED GRAV-     979,553.0   (mgal)                       NAVD 88
 KP0129
 KP0129  VERT ORDER  -  FIRST     CLASS II
 KP0129
 KP0129.The horizontal coordinates were scaled from a topographic map and have
 KP0129.an estimated accuracy of +/- 6 seconds.
 KP0129
 KP0129.The orthometric height was determined by differential leveling
 KP0129.and adjusted by the National Geodetic Survey in June 1991..
 KP0129
 KP0129.The geoid height was determined by GEOID03.
 KP0129
 KP0129.The dynamic height is computed by dividing the NAVD 88
 KP0129.geopotential number by the normal gravity value computed on the
 KP0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0129.degrees latitude (g = 980.6199 gals.).
 KP0129
 KP0129.The modeled gravity was interpolated from observed gravity values.
 KP0129
 KP0129;                    North         East    Units  Estimated Accuracy
 KP0129;SPC NV E     - 8,560,820.      269,700.      MT  (+/- 180 meters Scaled)
 KP0129
 KP0129                          SUPERSEDED SURVEY CONTROL
 KP0129
 KP0129  NGVD 29 (??/??/92) 1818.803  (m)         5967.19   (f) ADJ UNCH    1 2
 KP0129
 KP0129.Superseded values are not recommended for survey control.
 KP0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0129.See file dsdata.txt to determine how the superseded data were derived.
 KP0129
 KP0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE909080(NAD 83)
 KP0129_MARKER: DB = BENCH MARK DISK
 KP0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0129_STAMPING: E 62 1934
 KP0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0129+STABILITY: SURFACE MOTION
 KP0129
 KP0129  HISTORY     - Date     Condition        Report By
 KP0129  HISTORY     - 1934     MONUMENTED       CGS
 KP0129
 KP0129                          STATION DESCRIPTION
 KP0129
 KP0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0129'5.0 MI S FROM CHERRY CREEK.
 KP0129'ABOUT 5 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM CHERRY
 KP0129'CREEK, WHITE PINE COUNTY, THENCE ABOUT 3.5 MILES EAST ALONG STATE
 KP0129'HIGHWAY 2, AND ABOUT 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 KP0129'A STANDARD DISK, STAMPED E 62 1934 AND SET IN THE TOP OF A CONCRETE
 KP0129'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0014 ***********************************************************************
 JP0014  DESIGNATION -  E 63
 JP0014  PID         -  JP0014
 JP0014  STATE/COUNTY-  NV/LINCOLN
 JP0014  USGS QUAD   -  BRISTOL RANGE NE (1971)
 JP0014
 JP0014                         *CURRENT SURVEY CONTROL
 JP0014  ___________________________________________________________________
 JP0014* NAD 83(1986)-  38 10 46.     (N)    114 35 17.     (W)     SCALED    
 JP0014* NAVD 88     -      1830.827  (meters)    6006.64   (feet)  ADJUSTED  
 JP0014  ___________________________________________________________________
 JP0014  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 JP0014  DYNAMIC HT  -        1828.761 (meters)    5999.86  (feet)  COMP
 JP0014  MODELED GRAV-     979,435.9   (mgal)                       NAVD 88
 JP0014
 JP0014  VERT ORDER  -  SECOND    CLASS 0
 JP0014
 JP0014.The horizontal coordinates were scaled from a topographic map and have
 JP0014.an estimated accuracy of +/- 6 seconds.
 JP0014
 JP0014.The orthometric height was determined by differential leveling
 JP0014.and adjusted by the National Geodetic Survey in June 1991..
 JP0014
 JP0014.The geoid height was determined by GEOID03.
 JP0014
 JP0014.The dynamic height is computed by dividing the NAVD 88
 JP0014.geopotential number by the normal gravity value computed on the
 JP0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0014.degrees latitude (g = 980.6199 gals.).
 JP0014
 JP0014.The modeled gravity was interpolated from observed gravity values.
 JP0014
 JP0014;                    North         East    Units  Estimated Accuracy
 JP0014;SPC NV E     - 8,380,990.      287,200.      MT  (+/- 180 meters Scaled)
 JP0014
 JP0014                          SUPERSEDED SURVEY CONTROL
 JP0014
 JP0014  NGVD 29 (??/??/92) 1829.612  (m)         6002.65   (f) ADJ UNCH    2 0
 JP0014
 JP0014.Superseded values are not recommended for survey control.
 JP0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0014.See file dsdata.txt to determine how the superseded data were derived.
 JP0014
 JP0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC112284(NAD 83)
 JP0014_MARKER: DB = BENCH MARK DISK
 JP0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0014_STAMPING: E 63 1934
 JP0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0014+STABILITY: SURFACE MOTION
 JP0014
 JP0014  HISTORY     - Date     Condition        Report By
 JP0014  HISTORY     - 1934     MONUMENTED       CGS
 JP0014  HISTORY     - 1971     MARK NOT FOUND   USGS
 JP0014
 JP0014                          STATION DESCRIPTION
 JP0014
 JP0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0014'19.3 MI N FROM PIOCHE.
 JP0014'19.3 MILES NORTH ALONG U. S. HIGHWAY 93 FROM PIOCHE, LINCOLN COUNTY,
 JP0014'AND 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A   STANDARD DISK,
 JP0014'STAMPED E 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JP0014
 JP0014                          STATION RECOVERY (1971)
 JP0014
 JP0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0038 ***********************************************************************
 JP0038  DESIGNATION -  E 64
 JP0038  PID         -  JP0038
 JP0038  STATE/COUNTY-  NV/WHITE PINE
 JP0038  USGS QUAD   -  LAKE VALLEY SUMMIT (1978)
 JP0038
 JP0038                         *CURRENT SURVEY CONTROL
 JP0038  ___________________________________________________________________
 JP0038* NAD 83(1986)-  38 49 44.     (N)    114 32 48.     (W)     SCALED    
 JP0038* NAVD 88     -      1836.358  (meters)    6024.78   (feet)  ADJUSTED  
 JP0038  ___________________________________________________________________
 JP0038  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 JP0038  DYNAMIC HT  -        1834.375 (meters)    6018.28  (feet)  COMP
 JP0038  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 JP0038
 JP0038  VERT ORDER  -  SECOND    CLASS 0
 JP0038
 JP0038.The horizontal coordinates were scaled from a topographic map and have
 JP0038.an estimated accuracy of +/- 6 seconds.
 JP0038
 JP0038.The orthometric height was determined by differential leveling
 JP0038.and adjusted by the National Geodetic Survey in June 1991..
 JP0038
 JP0038.The geoid height was determined by GEOID03.
 JP0038
 JP0038.The dynamic height is computed by dividing the NAVD 88
 JP0038.geopotential number by the normal gravity value computed on the
 JP0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0038.degrees latitude (g = 980.6199 gals.).
 JP0038
 JP0038.The modeled gravity was interpolated from observed gravity values.
 JP0038
 JP0038;                    North         East    Units  Estimated Accuracy
 JP0038;SPC NV E     - 8,453,120.      290,010.      MT  (+/- 180 meters Scaled)
 JP0038
 JP0038                          SUPERSEDED SURVEY CONTROL
 JP0038
 JP0038  NGVD 29 (??/??/92) 1835.121  (m)         6020.73   (f) ADJ UNCH    2 0
 JP0038
 JP0038.Superseded values are not recommended for survey control.
 JP0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0038.See file dsdata.txt to determine how the superseded data were derived.
 JP0038
 JP0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD129006(NAD 83)
 JP0038_MARKER: DB = BENCH MARK DISK
 JP0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0038_STAMPING: E 64 1934
 JP0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0038+STABILITY: SURFACE MOTION
 JP0038
 JP0038  HISTORY     - Date     Condition        Report By
 JP0038  HISTORY     - 1934     MONUMENTED       CGS
 JP0038  HISTORY     - 1973     GOOD             USGS
 JP0038
 JP0038                          STATION DESCRIPTION
 JP0038
 JP0038'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0038'15.55 MI S FROM MAJORS PLACE.
 JP0038'JUNCTION US HIGHWAYS 6 AND 93, AT MAJORS PLACE.  15.55 MILES SOUTH
 JP0038'FROM, 345 FEET SOUTH OF A CULVERT AND 63 FEET EAST OF THE CENTERLINE
 JP0038'OF HWY, A STANDARD DISK SET IN A CONCRETE POST, AND STAMPED E 64 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0161 ***********************************************************************
 MV0161  DESIGNATION -  E 65
 MV0161  PID         -  MV0161
 MV0161  STATE/COUNTY-  NV/WASHOE
 MV0161  USGS QUAD   -  DUCK LAKE (1979)
 MV0161
 MV0161                         *CURRENT SURVEY CONTROL
 MV0161  ___________________________________________________________________
 MV0161* NAD 83(1986)-  41 05 19.     (N)    119 54 25.     (W)     SCALED    
 MV0161* NAVD 88     -      1449.585  (meters)    4755.85   (feet)  ADJUSTED  
 MV0161  ___________________________________________________________________
 MV0161  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 MV0161  DYNAMIC HT  -        1448.476 (meters)    4752.21  (feet)  COMP
 MV0161  MODELED GRAV-     979,808.4   (mgal)                       NAVD 88
 MV0161
 MV0161  VERT ORDER  -  SECOND    CLASS 0
 MV0161
 MV0161.The horizontal coordinates were scaled from a topographic map and have
 MV0161.an estimated accuracy of +/- 6 seconds.
 MV0161
 MV0161.The orthometric height was determined by differential leveling
 MV0161.and adjusted by the National Geodetic Survey in June 1991..
 MV0161
 MV0161.The geoid height was determined by GEOID03.
 MV0161
 MV0161.The dynamic height is computed by dividing the NAVD 88
 MV0161.geopotential number by the normal gravity value computed on the
 MV0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0161.degrees latitude (g = 980.6199 gals.).
 MV0161
 MV0161.The modeled gravity was interpolated from observed gravity values.
 MV0161
 MV0161;                    North         East    Units  Estimated Accuracy
 MV0161;SPC NV W     - 4,704,330.      688,800.      MT  (+/- 180 meters Scaled)
 MV0161
 MV0161                          SUPERSEDED SURVEY CONTROL
 MV0161
 MV0161  NGVD 29 (??/??/92) 1448.517  (m)         4752.34   (f) ADJ UNCH    2 0
 MV0161
 MV0161.Superseded values are not recommended for survey control.
 MV0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0161.See file dsdata.txt to determine how the superseded data were derived.
 MV0161
 MV0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF558526(NAD 83)
 MV0161_MARKER: DB = BENCH MARK DISK
 MV0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0161_STAMPING: E 65 1934
 MV0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0161+STABILITY: SURFACE MOTION
 MV0161
 MV0161  HISTORY     - Date     Condition        Report By
 MV0161  HISTORY     - 1934     MONUMENTED       CGS
 MV0161  HISTORY     - 1974     GOOD             USGS
 MV0161
 MV0161                          STATION DESCRIPTION
 MV0161
 MV0161'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MV0161'22.2 MI SE FROM EAGLEVILLE, CA.
 MV0161'8.4 MILES SE ALONG NEVADA HWY 81 FROM THE CAL-NV LILNE, AT THE NORTH
 MV0161'END OF DUCK FLAT, 244 FEET NNE OF THE HIGHWAY, 430 FEET WNW OF AN OLD
 MV0161'INTERSECTION AND 222 FEET EAST OF ANOTHER OLD INTERSECTION, A STANDARD
 MV0161'DISK STAMPED E 65 1934 AND SET IN THE TOP OF A CONCRETE POST WHICH
 MV0161'PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0163 ***********************************************************************
 MV0163  DESIGNATION -  E 66
 MV0163  PID         -  MV0163
 MV0163  STATE/COUNTY-  NV/WASHOE
 MV0163  USGS QUAD   -  MASSACRE CREEK (1980)
 MV0163
 MV0163                         *CURRENT SURVEY CONTROL
 MV0163  ___________________________________________________________________
 MV0163* NAD 83(1986)-  41 30 10.     (N)    119 31 03.     (W)     SCALED    
 MV0163* NAVD 88     -      1801.940  (meters)    5911.86   (feet)  ADJUSTED  
 MV0163  ___________________________________________________________________
 MV0163  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 MV0163  DYNAMIC HT  -        1800.510 (meters)    5907.17  (feet)  COMP
 MV0163  MODELED GRAV-     979,765.3   (mgal)                       NAVD 88
 MV0163
 MV0163  VERT ORDER  -  SECOND    CLASS 0
 MV0163
 MV0163.The horizontal coordinates were scaled from a topographic map and have
 MV0163.an estimated accuracy of +/- 6 seconds.
 MV0163
 MV0163.The orthometric height was determined by differential leveling
 MV0163.and adjusted by the National Geodetic Survey in June 1991..
 MV0163
 MV0163.The geoid height was determined by GEOID03.
 MV0163
 MV0163.The dynamic height is computed by dividing the NAVD 88
 MV0163.geopotential number by the normal gravity value computed on the
 MV0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0163.degrees latitude (g = 980.6199 gals.).
 MV0163
 MV0163.The modeled gravity was interpolated from observed gravity values.
 MV0163
 MV0163;                    North         East    Units  Estimated Accuracy
 MV0163;SPC NV W     - 4,749,900.      722,010.      MT  (+/- 180 meters Scaled)
 MV0163
 MV0163                          SUPERSEDED SURVEY CONTROL
 MV0163
 MV0163  NGVD 29 (??/??/92) 1800.692  (m)         5907.77   (f) ADJ UNCH    2 0
 MV0163
 MV0163.Superseded values are not recommended for survey control.
 MV0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0163.See file dsdata.txt to determine how the superseded data were derived.
 MV0163
 MV0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF898976(NAD 83)
 MV0163_MARKER: DB = BENCH MARK DISK
 MV0163_SETTING: 66 = SET IN ROCK OUTCROP
 MV0163_SP_SET: ROCK OUTCROP
 MV0163_STAMPING: E 66 1934
 MV0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0163+STABILITY: POSITION/ELEVATION WELL
 MV0163
 MV0163  HISTORY     - Date     Condition        Report By
 MV0163  HISTORY     - 1934     MONUMENTED       CGS
 MV0163  HISTORY     - 1974     POOR             USGS
 MV0163
 MV0163                          STATION DESCRIPTION
 MV0163
 MV0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0163'9.9 MI SE FROM VYA.
 MV0163'9.9 MILES SOUTHEAST ALONG THE HIGH ROCK LAKE ROAD FROM THE JUNCTION OF
 MV0163'STATE HIGHWAY 8 A ABOUT 11.1 MILES EAST OF VYA, WASHOE COUNTY, AT THE
 MV0163'NORTH END OF HIGH ROCK CANYON, 65 FEET SOUTH OF THE POINT WHERE THE
 MV0163'FIRST SPRINGS START, 50 FEET WEST OF A CIRCULAR CORRAL, AND IN THE
 MV0163'EAST POINT OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED E 66 1934.
 MV0163'NOTE-- THE LARGE BOULDER FORMING THE ROCK OUTCROP HAS BEEN WASHED AWAY
 MV0163'UNDERNEATH AND THE BOULDER HAS ROLLED PARTIALLY OVER, THE MARK IS NOW
 MV0163'ON THE SIDE OF THE BOULDER.
 MV0163
 MV0163                          STATION RECOVERY (1974)
 MV0163
 MV0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MV0163'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0176 ***********************************************************************
 LR0176  DESIGNATION -  E 67
 LR0176  PID         -  LR0176
 LR0176  STATE/COUNTY-  NV/LANDER
 LR0176  USGS QUAD   -  CORTEZ (1986)
 LR0176
 LR0176                         *CURRENT SURVEY CONTROL
 LR0176  ___________________________________________________________________
 LR0176* NAD 83(1986)-  40 14 34.     (N)    116 37 29.     (W)     SCALED    
 LR0176* NAVD 88     -      1455.683  (meters)    4775.85   (feet)  ADJUSTED  
 LR0176  ___________________________________________________________________
 LR0176  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 LR0176  DYNAMIC HT  -        1454.412 (meters)    4771.68  (feet)  COMP
 LR0176  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 LR0176
 LR0176  VERT ORDER  -  SECOND    CLASS 0
 LR0176
 LR0176.The horizontal coordinates were scaled from a topographic map and have
 LR0176.an estimated accuracy of +/- 6 seconds.
 LR0176
 LR0176.The orthometric height was determined by differential leveling
 LR0176.and adjusted by the National Geodetic Survey in June 1991..
 LR0176
 LR0176.The geoid height was determined by GEOID03.
 LR0176
 LR0176.The dynamic height is computed by dividing the NAVD 88
 LR0176.geopotential number by the normal gravity value computed on the
 LR0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0176.degrees latitude (g = 980.6199 gals.).
 LR0176
 LR0176.The modeled gravity was interpolated from observed gravity values.
 LR0176
 LR0176;                    North         East    Units  Estimated Accuracy
 LR0176;SPC NV C     - 6,609,570.      503,570.      MT  (+/- 180 meters Scaled)
 LR0176
 LR0176                          SUPERSEDED SURVEY CONTROL
 LR0176
 LR0176  NGVD 29 (??/??/92) 1454.548  (m)         4772.13   (f) ADJ UNCH    2 0
 LR0176
 LR0176.Superseded values are not recommended for survey control.
 LR0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0176.See file dsdata.txt to determine how the superseded data were derived.
 LR0176
 LR0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE319547(NAD 83)
 LR0176_MARKER: DB = BENCH MARK DISK
 LR0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0176_STAMPING: E 67 1934
 LR0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0176+STABILITY: SURFACE MOTION
 LR0176
 LR0176  HISTORY     - Date     Condition        Report By
 LR0176  HISTORY     - 1934     MONUMENTED       CGS
 LR0176
 LR0176                          STATION DESCRIPTION
 LR0176
 LR0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0176'8.5 MI NW FROM CORTEZ.
 LR0176'8.5 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 LR0176'CORTEZ, LANDER COUNTY, AND 48 FEET EAST OF THE CENTERLINE OF THE
 LR0176'HIGHWAY.  A STANDARD DISK, STAMPED E 67 1934 AND SET IN THE TOP OF A
 LR0176'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0061 ***********************************************************************
 MV0061  DESIGNATION -  E 68
 MV0061  PID         -  MV0061
 MV0061  STATE/COUNTY-  NV/HUMBOLDT
 MV0061  USGS QUAD   -  IDAHO CANYON SPRING (1990)
 MV0061
 MV0061                         *CURRENT SURVEY CONTROL
 MV0061  ___________________________________________________________________
 MV0061* NAD 83(1986)-  41 37 23.     (N)    118 56 28.     (W)     SCALED    
 MV0061* NAVD 88     -      1665.311  (meters)    5463.61   (feet)  ADJUSTED  
 MV0061  ___________________________________________________________________
 MV0061  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 MV0061  DYNAMIC HT  -        1664.041 (meters)    5459.44  (feet)  COMP
 MV0061  MODELED GRAV-     979,801.4   (mgal)                       NAVD 88
 MV0061
 MV0061  VERT ORDER  -  SECOND    CLASS 0
 MV0061
 MV0061.The horizontal coordinates were scaled from a topographic map and have
 MV0061.an estimated accuracy of +/- 6 seconds.
 MV0061
 MV0061.The orthometric height was determined by differential leveling
 MV0061.and adjusted by the National Geodetic Survey in June 1991..
 MV0061
 MV0061.The geoid height was determined by GEOID03.
 MV0061
 MV0061.The dynamic height is computed by dividing the NAVD 88
 MV0061.geopotential number by the normal gravity value computed on the
 MV0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0061.degrees latitude (g = 980.6199 gals.).
 MV0061
 MV0061.The modeled gravity was interpolated from observed gravity values.
 MV0061
 MV0061;                    North         East    Units  Estimated Accuracy
 MV0061;SPC NV W     - 4,762,900.      770,190.      MT  (+/- 180 meters Scaled)
 MV0061
 MV0061                          SUPERSEDED SURVEY CONTROL
 MV0061
 MV0061  NGVD 29 (??/??/92) 1664.150  (m)         5459.80   (f) ADJ UNCH    2 0
 MV0061
 MV0061.Superseded values are not recommended for survey control.
 MV0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0061.See file dsdata.txt to determine how the superseded data were derived.
 MV0061
 MV0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG382097(NAD 83)
 MV0061_MARKER: DB = BENCH MARK DISK
 MV0061_SETTING: 80 = SET IN A BOULDER
 MV0061_SP_SET: BOULDER
 MV0061_STAMPING: E 68 1934
 MV0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0061+STABILITY: SURFACE MOTION
 MV0061
 MV0061  HISTORY     - Date     Condition        Report By
 MV0061  HISTORY     - 1934     MONUMENTED       CGS
 MV0061
 MV0061                          STATION DESCRIPTION
 MV0061
 MV0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0061'23.4 MI SE FROM SOLDIER MEADOWS RANCH.
 MV0061'23.4 MILES NORTHEAST ALONG THE ROAD LEADING TO SUMMIT LAKE AND DENIO,
 MV0061'OREGON, FROM THE RANCHHOUSE AT SOLDIER MEADOWS RANCH, HUMBOLDT COUNTY,
 MV0061'27 FEET EAST OF THE CENTERLINE OF THE ROAD, AND IN A 5- BY 4- BY
 MV0061'3-1/2-FOOT BOULDER.  A STANDARD DISK, STAMPED E 68 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0395 ***********************************************************************
 LS0395  DESIGNATION -  E 69
 LS0395  PID         -  LS0395
 LS0395  STATE/COUNTY-  NV/WASHOE
 LS0395  USGS QUAD   -  GERLACH (1990)
 LS0395
 LS0395                         *CURRENT SURVEY CONTROL
 LS0395  ___________________________________________________________________
 LS0395* NAD 83(1986)-  40 39 16.     (N)    119 21 04.     (W)     SCALED    
 LS0395* NAVD 88     -      1198.231  (meters)    3931.20   (feet)  ADJUSTED  
 LS0395  ___________________________________________________________________
 LS0395  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 LS0395  DYNAMIC HT  -        1197.309 (meters)    3928.17  (feet)  COMP
 LS0395  MODELED GRAV-     979,815.0   (mgal)                       NAVD 88
 LS0395
 LS0395  VERT ORDER  -  SECOND    CLASS 0
 LS0395
 LS0395.The horizontal coordinates were scaled from a topographic map and have
 LS0395.an estimated accuracy of +/- 6 seconds.
 LS0395
 LS0395.The orthometric height was determined by differential leveling
 LS0395.and adjusted by the National Geodetic Survey in June 1991..
 LS0395
 LS0395.The geoid height was determined by GEOID03.
 LS0395
 LS0395.The dynamic height is computed by dividing the NAVD 88
 LS0395.geopotential number by the normal gravity value computed on the
 LS0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0395.degrees latitude (g = 980.6199 gals.).
 LS0395
 LS0395.The modeled gravity was interpolated from observed gravity values.
 LS0395
 LS0395;                    North         East    Units  Estimated Accuracy
 LS0395;SPC NV W     - 4,655,560.      735,070.      MT  (+/- 180 meters Scaled)
 LS0395
 LS0395                          SUPERSEDED SURVEY CONTROL
 LS0395
 LS0395  NGVD 29 (??/??/92) 1197.253  (m)         3927.99   (f) ADJ UNCH    2 0
 LS0395
 LS0395.Superseded values are not recommended for survey control.
 LS0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0395.See file dsdata.txt to determine how the superseded data were derived.
 LS0395
 LS0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF012030(NAD 83)
 LS0395_MARKER: DB = BENCH MARK DISK
 LS0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0395_STAMPING: E 69 1934
 LS0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0395+STABILITY: SURFACE MOTION
 LS0395
 LS0395  HISTORY     - Date     Condition        Report By
 LS0395  HISTORY     - 1934     MONUMENTED       CGS
 LS0395  HISTORY     - 1962     MARK NOT FOUND   USGS
 LS0395
 LS0395                          STATION DESCRIPTION
 LS0395
 LS0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0395'IN GERLACH.
 LS0395'0.15 MILE EAST OF FORK OF ROAD TO WADSWORTH, AND FROM GERLACH TO
 LS0395'SULPHUR.  40 FEET NORTH OF CENTERLINE OF ROAD.
 LS0395
 LS0395                          STATION RECOVERY (1962)
 LS0395
 LS0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LS0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0036 ***********************************************************************
 LS0036  DESIGNATION -  E 7
 LS0036  PID         -  LS0036
 LS0036  STATE/COUNTY-  NV/PERSHING
 LS0036  USGS QUAD   -  COSGRAVE (1982)
 LS0036
 LS0036                         *CURRENT SURVEY CONTROL
 LS0036  ___________________________________________________________________
 LS0036* NAD 83(1986)-  40 47 51.     (N)    118 01 03.     (W)     SCALED    
 LS0036* NAVD 88     -      1311.950  (meters)    4304.29   (feet)  ADJUSTED  
 LS0036  ___________________________________________________________________
 LS0036  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 LS0036  DYNAMIC HT  -        1310.955 (meters)    4301.02  (feet)  COMP
 LS0036  MODELED GRAV-     979,820.6   (mgal)                       NAVD 88
 LS0036
 LS0036  VERT ORDER  -  FIRST     CLASS II
 LS0036
 LS0036.The horizontal coordinates were scaled from a topographic map and have
 LS0036.an estimated accuracy of +/- 6 seconds.
 LS0036
 LS0036.The orthometric height was determined by differential leveling
 LS0036.and adjusted by the National Geodetic Survey in June 1991..
 LS0036
 LS0036.The geoid height was determined by GEOID03.
 LS0036
 LS0036.The dynamic height is computed by dividing the NAVD 88
 LS0036.geopotential number by the normal gravity value computed on the
 LS0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0036.degrees latitude (g = 980.6199 gals.).
 LS0036
 LS0036.The modeled gravity was interpolated from observed gravity values.
 LS0036
 LS0036;                    North         East    Units  Estimated Accuracy
 LS0036;SPC NV W     - 4,671,310.      847,750.      MT  (+/- 180 meters Scaled)
 LS0036
 LS0036                          SUPERSEDED SURVEY CONTROL
 LS0036
 LS0036  NGVD 29 (??/??/92) 1310.973  (m)         4301.08   (f) ADJ UNCH    1 2
 LS0036
 LS0036.Superseded values are not recommended for survey control.
 LS0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0036.See file dsdata.txt to determine how the superseded data were derived.
 LS0036
 LS0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF141167(NAD 83)
 LS0036_MARKER: DB = BENCH MARK DISK
 LS0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0036_STAMPING: 4300.775
 LS0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0036+STABILITY: SURFACE MOTION
 LS0036
 LS0036  HISTORY     - Date     Condition        Report By
 LS0036  HISTORY     - 1914     MONUMENTED       CGS
 LS0036  HISTORY     - 1953     GOOD             CGS
 LS0036
 LS0036                          STATION DESCRIPTION
 LS0036
 LS0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0036'IN COSGRAVE.
 LS0036'AT COSGRAVE, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 7 POLES
 LS0036'NORTH OF MILEPOLE 397, 112.6 FEET NORTHEAST OF A HAND SWITCH, 95.9
 LS0036'FEET EAST OF THE EAST RAIL, 71.9 FEET EAST OF THE NORTHEAST CORNER OF
 LS0036'THE CONCRETE FOOTING FOR THE NORTHEAST LEG OF THE WATER TANK, 57.3
 LS0036'FEET SOUTH OF THE SOUTHWEST CORNER OF A BOARD FENCE AROUND A GROUP OF
 LS0036'FRAME BUILDINGS, 2.3 FEET WEST OF A FENCE, 1.5 FEET NORTH OF A WITNESS
 LS0036'POST, ABOUT 2 FEET LOWER THAN THE TRACKS, AND SET IN THE TOP OF A
 LS0036'SANDSTONE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0133 ***********************************************************************
 MV0133  DESIGNATION -  E 70
 MV0133  PID         -  MV0133
 MV0133  STATE/COUNTY-  NV/HUMBOLDT
 MV0133  USGS QUAD   -  MUD MEADOW (1980)
 MV0133
 MV0133                         *CURRENT SURVEY CONTROL
 MV0133  ___________________________________________________________________
 MV0133* NAD 83(1986)-  41 17 10.     (N)    119 10 29.     (W)     SCALED    
 MV0133* NAVD 88     -      1278.509  (meters)    4194.57   (feet)  ADJUSTED  
 MV0133  ___________________________________________________________________
 MV0133  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 MV0133  DYNAMIC HT  -        1277.595 (meters)    4191.58  (feet)  COMP
 MV0133  MODELED GRAV-     979,864.8   (mgal)                       NAVD 88
 MV0133
 MV0133  VERT ORDER  -  SECOND    CLASS 0
 MV0133
 MV0133.The horizontal coordinates were scaled from a topographic map and have
 MV0133.an estimated accuracy of +/- 6 seconds.
 MV0133
 MV0133.The orthometric height was determined by differential leveling
 MV0133.and adjusted by the National Geodetic Survey in June 1991..
 MV0133
 MV0133.The geoid height was determined by GEOID03.
 MV0133
 MV0133.The dynamic height is computed by dividing the NAVD 88
 MV0133.geopotential number by the normal gravity value computed on the
 MV0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0133.degrees latitude (g = 980.6199 gals.).
 MV0133
 MV0133.The modeled gravity was interpolated from observed gravity values.
 MV0133
 MV0133;                    North         East    Units  Estimated Accuracy
 MV0133;SPC NV W     - 4,725,590.      750,460.      MT  (+/- 180 meters Scaled)
 MV0133
 MV0133                          SUPERSEDED SURVEY CONTROL
 MV0133
 MV0133  NGVD 29 (??/??/92) 1277.460  (m)         4191.13   (f) ADJ UNCH    2 0
 MV0133
 MV0133.Superseded values are not recommended for survey control.
 MV0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0133.See file dsdata.txt to determine how the superseded data were derived.
 MV0133
 MV0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF178728(NAD 83)
 MV0133_MARKER: DB = BENCH MARK DISK
 MV0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0133_STAMPING: E 70 1934
 MV0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0133+STABILITY: SURFACE MOTION
 MV0133
 MV0133  HISTORY     - Date     Condition        Report By
 MV0133  HISTORY     - 1934     MONUMENTED       CGS
 MV0133
 MV0133                          STATION DESCRIPTION
 MV0133
 MV0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0133'8.3 MI SW FROM SOLDIER MEADOWS RANCH.
 MV0133'8.3 MILES SOUTHWEST ALONG THE ROAD LEADING TO GERLACH FROM THE
 MV0133'RANCHOUSE AT SOLDIER MEADOWS RANCH, HUMBOLDT COUNTY, 0.2 MILE
 MV0133'NORTHEAST OF THE CROSSING OF SOLDIER CREEK, AND 36 FEET SOUTH OF THE
 MV0133'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E 70 1934 AND SET IN
 MV0133'THE TOP OF A CONCRETE POST.  NOTE-- 6.4 MI SOUTHERLY ALONG THE ROAD
 MV0133'LEADING TO GERLACH FROM THE RANCH HOUSE AT SOLDIER MEADOWS RANCH TO
 MV0133'ROAD FORK LEFT.  DRIVE SOUTHEASTERLY FOR 1.2 MI TO A ROAD RIGHT. DRIVE
 MV0133'SW FOR 1.0 MI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0433 ***********************************************************************
 LS0433  DESIGNATION -  E 71
 LS0433  PID         -  LS0433
 LS0433  STATE/COUNTY-  NV/WASHOE
 LS0433  USGS QUAD   -  EMERSON PASS (1990)
 LS0433
 LS0433                         *CURRENT SURVEY CONTROL
 LS0433  ___________________________________________________________________
 LS0433* NAD 83(1986)-  40 20 31.     (N)    119 41 03.     (W)     SCALED    
 LS0433* NAVD 88     -      1201.845  (meters)    3943.05   (feet)  POSTED    
 LS0433  ___________________________________________________________________
 LS0433  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 LS0433  DYNAMIC HT  -        1200.910 (meters)    3939.99  (feet)  COMP
 LS0433  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 LS0433
 LS0433  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0433
 LS0433.The horizontal coordinates were scaled from a topographic map and have
 LS0433.an estimated accuracy of +/- 6 seconds.
 LS0433
 LS0433.The orthometric height was determined by differential leveling
 LS0433.and adjusted by the National Geodetic Survey in 1992..
 LS0433.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0433.rate of 0.0 thru 1.0 mm/km.
 LS0433
 LS0433.The geoid height was determined by GEOID03.
 LS0433
 LS0433.The dynamic height is computed by dividing the NAVD 88
 LS0433.geopotential number by the normal gravity value computed on the
 LS0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0433.degrees latitude (g = 980.6199 gals.).
 LS0433
 LS0433.The modeled gravity was interpolated from observed gravity values.
 LS0433
 LS0433;                    North         East    Units  Estimated Accuracy
 LS0433;SPC NV W     - 4,621,160.      706,480.      MT  (+/- 180 meters Scaled)
 LS0433
 LS0433                          SUPERSEDED SURVEY CONTROL
 LS0433
 LS0433  NGVD 29 (??/??/92) 1200.854  (m)         3939.80   (f) ADJ UNCH    2 0
 LS0433
 LS0433.Superseded values are not recommended for survey control.
 LS0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0433.See file dsdata.txt to determine how the superseded data were derived.
 LS0433
 LS0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE720691(NAD 83)
 LS0433_MARKER: DB = BENCH MARK DISK
 LS0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0433_STAMPING: E 71 1934
 LS0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0433+STABILITY: SURFACE MOTION
 LS0433
 LS0433  HISTORY     - Date     Condition        Report By
 LS0433  HISTORY     - 1934     MONUMENTED       CGS
 LS0433  HISTORY     - 1968     GOOD             NGS
 LS0433
 LS0433                          STATION DESCRIPTION
 LS0433
 LS0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0433'0.1 MI E FROM SANO.
 LS0433'0.1 MILE EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION SIGN
 LS0433'AT SANO, WASHOE COUNTY, 3 POLES EAST OF MILEPOST 405, AND 36 FEET
 LS0433'NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED E
 LS0433'71 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LS0433
 LS0433                          STATION RECOVERY (1968)
 LS0433
 LS0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LS0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0340 ***********************************************************************
 LS0340  DESIGNATION -  E 72
 LS0340  PID         -  LS0340
 LS0340  STATE/COUNTY-  NV/PERSHING
 LS0340  USGS QUAD   -  CHOLONA (1981)
 LS0340
 LS0340                         *CURRENT SURVEY CONTROL
 LS0340  ___________________________________________________________________
 LS0340* NAD 83(1986)-  40 50 59.     (N)    118 55 03.     (W)     SCALED    
 LS0340* NAVD 88     -      1222.078  (meters)    4009.43   (feet)  ADJUSTED  
 LS0340  ___________________________________________________________________
 LS0340  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 LS0340  DYNAMIC HT  -        1221.190 (meters)    4006.52  (feet)  COMP
 LS0340  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 LS0340
 LS0340  VERT ORDER  -  SECOND    CLASS 0
 LS0340
 LS0340.The horizontal coordinates were scaled from a topographic map and have
 LS0340.an estimated accuracy of +/- 6 seconds.
 LS0340
 LS0340.The orthometric height was determined by differential leveling
 LS0340.and adjusted by the National Geodetic Survey in June 1991..
 LS0340
 LS0340.The geoid height was determined by GEOID03.
 LS0340
 LS0340.The dynamic height is computed by dividing the NAVD 88
 LS0340.geopotential number by the normal gravity value computed on the
 LS0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0340.degrees latitude (g = 980.6199 gals.).
 LS0340
 LS0340.The modeled gravity was interpolated from observed gravity values.
 LS0340
 LS0340;                    North         East    Units  Estimated Accuracy
 LS0340;SPC NV W     - 4,677,010.      771,820.      MT  (+/- 180 meters Scaled)
 LS0340
 LS0340                          SUPERSEDED SURVEY CONTROL
 LS0340
 LS0340  NGVD 29 (??/??/92) 1221.086  (m)         4006.18   (f) ADJ UNCH    2 0
 LS0340
 LS0340.Superseded values are not recommended for survey control.
 LS0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0340.See file dsdata.txt to determine how the superseded data were derived.
 LS0340
 LS0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF383238(NAD 83)
 LS0340_MARKER: DB = BENCH MARK DISK
 LS0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0340_STAMPING: E 72 1934
 LS0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0340+STABILITY: SURFACE MOTION
 LS0340
 LS0340  HISTORY     - Date     Condition        Report By
 LS0340  HISTORY     - 1934     MONUMENTED       CGS
 LS0340  HISTORY     - 1975     MARK NOT FOUND   NGS
 LS0340
 LS0340                          STATION DESCRIPTION
 LS0340
 LS0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0340'9.6 MI W FROM SULPHUR.
 LS0340'IN PERSHING COUNTY, 9.6 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD
 LS0340'FROM THE STATION AT SULPHUR, HUMBOLDT COUNTY, 45 FEET NORTHEAST OF THE
 LS0340'THIRD POLE EAST OF MILEPOST 465, AND 60 FEET NORTH OF THE NEAREST
 LS0340'RAIL.  A STANDARD DISK, STAMPED E 72 1934 AND SET IN THE TOP OF A
 LS0340'CONCRETE POST.
 LS0340
 LS0340                          STATION RECOVERY (1975)
 LS0340
 LS0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LS0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0357 ***********************************************************************
 LS0357  DESIGNATION -  E 73
 LS0357  PID         -  LS0357
 LS0357  STATE/COUNTY-  NV/PERSHING
 LS0357  USGS QUAD   -  SULPHUR (1981)
 LS0357
 LS0357                         *CURRENT SURVEY CONTROL
 LS0357  ___________________________________________________________________
 LS0357* NAD 83(1986)-  40 47 30.     (N)    118 41 04.     (W)     SCALED    
 LS0357* NAVD 88     -      1425.327  (meters)    4676.26   (feet)  ADJUSTED  
 LS0357  ___________________________________________________________________
 LS0357  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 LS0357  DYNAMIC HT  -        1424.248 (meters)    4672.72  (feet)  COMP
 LS0357  MODELED GRAV-     979,817.2   (mgal)                       NAVD 88
 LS0357
 LS0357  VERT ORDER  -  SECOND    CLASS 0
 LS0357
 LS0357.The horizontal coordinates were scaled from a topographic map and have
 LS0357.an estimated accuracy of +/- 6 seconds.
 LS0357
 LS0357.The orthometric height was determined by differential leveling
 LS0357.and adjusted by the National Geodetic Survey in June 1991..
 LS0357
 LS0357.The geoid height was determined by GEOID03.
 LS0357
 LS0357.The dynamic height is computed by dividing the NAVD 88
 LS0357.geopotential number by the normal gravity value computed on the
 LS0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0357.degrees latitude (g = 980.6199 gals.).
 LS0357
 LS0357.The modeled gravity was interpolated from observed gravity values.
 LS0357
 LS0357;                    North         East    Units  Estimated Accuracy
 LS0357;SPC NV W     - 4,670,520.      791,470.      MT  (+/- 180 meters Scaled)
 LS0357
 LS0357                          SUPERSEDED SURVEY CONTROL
 LS0357
 LS0357  NGVD 29 (??/??/92) 1424.316  (m)         4672.94   (f) ADJ UNCH    2 0
 LS0357
 LS0357.Superseded values are not recommended for survey control.
 LS0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0357.See file dsdata.txt to determine how the superseded data were derived.
 LS0357
 LS0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF578169(NAD 83)
 LS0357_MARKER: DB = BENCH MARK DISK
 LS0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0357_STAMPING: E 73 1934
 LS0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0357+STABILITY: SURFACE MOTION
 LS0357
 LS0357  HISTORY     - Date     Condition        Report By
 LS0357  HISTORY     - 1934     MONUMENTED       CGS
 LS0357
 LS0357                          STATION DESCRIPTION
 LS0357
 LS0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0357'7.0 MI SE FROM SULPHUR.
 LS0357'IN PERSHING COUNTY, 7.0 MILES SOUTHEAST ALONG THE LOVELOCK ROAD FROM
 LS0357'THE WESTERN PACIFIC RAILROAD STATION AT SULPHUR, HUMBOLDT COUNTY, 0.7
 LS0357'MILE WEST OF THE JUNCTION OF A ROAD LEADING NORTHEAST TO THE ROSEBUD
 LS0357'MINE, ON THE TOP OF A RIDGE, AND 30 FEET NORTH OF THE CENTERLINE OF
 LS0357'THE ROAD.  A STANDARD DISK, STAMPED E 73 1934 AND SET IN THE TOP OF A
 LS0357'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0310 ***********************************************************************
 LS0310  DESIGNATION -  E 74
 LS0310  PID         -  LS0310
 LS0310  STATE/COUNTY-  NV/PERSHING
 LS0310  USGS QUAD   -  WEST OF LOVELOCK (1987)
 LS0310
 LS0310                         *CURRENT SURVEY CONTROL
 LS0310  ___________________________________________________________________
 LS0310* NAD 83(1986)-  40 13 08.     (N)    118 33 32.     (W)     SCALED    
 LS0310* NAVD 88     -      1281.455  (meters)    4204.24   (feet)  ADJUSTED  
 LS0310  ___________________________________________________________________
 LS0310  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 LS0310  DYNAMIC HT  -        1280.431 (meters)    4200.88  (feet)  COMP
 LS0310  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 LS0310
 LS0310  VERT ORDER  -  SECOND    CLASS 0
 LS0310
 LS0310.The horizontal coordinates were scaled from a topographic map and have
 LS0310.an estimated accuracy of +/- 6 seconds.
 LS0310
 LS0310.The orthometric height was determined by differential leveling
 LS0310.and adjusted by the National Geodetic Survey in June 1991..
 LS0310
 LS0310.The geoid height was determined by GEOID03.
 LS0310
 LS0310.The dynamic height is computed by dividing the NAVD 88
 LS0310.geopotential number by the normal gravity value computed on the
 LS0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0310.degrees latitude (g = 980.6199 gals.).
 LS0310
 LS0310.The modeled gravity was interpolated from observed gravity values.
 LS0310
 LS0310;                    North         East    Units  Estimated Accuracy
 LS0310;SPC NV W     - 4,606,920.      802,080.      MT  (+/- 180 meters Scaled)
 LS0310
 LS0310                          SUPERSEDED SURVEY CONTROL
 LS0310
 LS0310  NGVD 29 (??/??/92) 1280.493  (m)         4201.08   (f) ADJ UNCH    2 0
 LS0310
 LS0310.Superseded values are not recommended for survey control.
 LS0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0310.See file dsdata.txt to determine how the superseded data were derived.
 LS0310
 LS0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE673532(NAD 83)
 LS0310_MARKER: DB = BENCH MARK DISK
 LS0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0310_STAMPING: E 74 1934
 LS0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0310+STABILITY: SURFACE MOTION
 LS0310
 LS0310  HISTORY     - Date     Condition        Report By
 LS0310  HISTORY     - 1934     MONUMENTED       CGS
 LS0310
 LS0310                          STATION DESCRIPTION
 LS0310
 LS0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0310'6.4 MI NW FROM LOVELOCK.
 LS0310'6.4 MILES NORTHWEST ALONG THE SULPHUR ROAD FROM THE COURTHOUSE AT
 LS0310'LOVELOCK, PERSHING COUNTY, 134 FEET SOUTHEAST OF THE INTERSECTION OF
 LS0310'AN OLD ROAD, AND 50 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD.  A
 LS0310'STANDARD DISK, STAMPED E 74 1934 AND SET IN THE TOP OF A CONCRETE
 LS0310'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0203 ***********************************************************************
 MU0203  DESIGNATION -  E 75
 MU0203  PID         -  MU0203
 MU0203  STATE/COUNTY-  NV/HUMBOLDT
 MU0203  USGS QUAD   -  RED HOUSE FLAT WEST (1988)
 MU0203
 MU0203                         *CURRENT SURVEY CONTROL
 MU0203  ___________________________________________________________________
 MU0203* NAD 83(1986)-  41 03 49.     (N)    117 18 38.     (W)     SCALED    
 MU0203* NAVD 88     -      1366.552  (meters)    4483.43   (feet)  POSTED    
 MU0203  ___________________________________________________________________
 MU0203  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 MU0203  DYNAMIC HT  -        1365.550 (meters)    4480.14  (feet)  COMP
 MU0203  MODELED GRAV-     979,840.0   (mgal)                       NAVD 88
 MU0203
 MU0203  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MU0203
 MU0203.The horizontal coordinates were scaled from a topographic map and have
 MU0203.an estimated accuracy of +/- 6 seconds.
 MU0203
 MU0203.The orthometric height was determined by differential leveling
 MU0203.and adjusted by the National Geodetic Survey in 1992..
 MU0203.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MU0203.rate of 3.1 thru 4.0 mm/km.
 MU0203
 MU0203.The geoid height was determined by GEOID03.
 MU0203
 MU0203.The dynamic height is computed by dividing the NAVD 88
 MU0203.geopotential number by the normal gravity value computed on the
 MU0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0203.degrees latitude (g = 980.6199 gals.).
 MU0203
 MU0203.The modeled gravity was interpolated from observed gravity values.
 MU0203
 MU0203;                    North         East    Units  Estimated Accuracy
 MU0203;SPC NV W     - 4,701,490.      906,970.      MT  (+/- 180 meters Scaled)
 MU0203
 MU0203                          SUPERSEDED SURVEY CONTROL
 MU0203
 MU0203  NGVD 29 (??/??/92) 1365.552  (m)         4480.15   (f) ADJ UNCH    2 0
 MU0203
 MU0203.Superseded values are not recommended for survey control.
 MU0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0203.See file dsdata.txt to determine how the superseded data were derived.
 MU0203
 MU0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF739458(NAD 83)
 MU0203_MARKER: DB = BENCH MARK DISK
 MU0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0203_STAMPING: E-75 1934
 MU0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0203+STABILITY: SURFACE MOTION
 MU0203
 MU0203  HISTORY     - Date     Condition        Report By
 MU0203  HISTORY     - 1934     MONUMENTED       CGS
 MU0203
 MU0203                          STATION DESCRIPTION
 MU0203
 MU0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0203'13.2 MI NE FROM GOLCONDA.
 MU0203'13.2 MILES NORTHEAST OF SP. RR. STATION AT GOLCONDA 90 FEET NORTHEAST
 MU0203'OF INTERSECTION OF ROAD PARALLELING TELEPHONE LINE TO RANCH HOUSE. 45
 MU0203'FEET EAST OF CENTER LINE OF ROAD FROM GOLCONDA TO MIDAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0123 ***********************************************************************
 MU0123  DESIGNATION -  E 76
 MU0123  PID         -  MU0123
 MU0123  STATE/COUNTY-  NV/ELKO
 MU0123  USGS QUAD   -  WILLOW CREEK RESERVOIR (1965)
 MU0123
 MU0123                         *CURRENT SURVEY CONTROL
 MU0123  ___________________________________________________________________
 MU0123* NAD 83(1986)-  41 13 25.     (N)    116 32 24.     (W)     SCALED    
 MU0123* NAVD 88     -      1660.059  (meters)    5446.38   (feet)  POSTED    
 MU0123  ___________________________________________________________________
 MU0123  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 MU0123  DYNAMIC HT  -        1658.730 (meters)    5442.02  (feet)  COMP
 MU0123  MODELED GRAV-     979,762.8   (mgal)                       NAVD 88
 MU0123
 MU0123  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0123
 MU0123.The horizontal coordinates were scaled from a topographic map and have
 MU0123.an estimated accuracy of +/- 6 seconds.
 MU0123
 MU0123.The orthometric height was determined by differential leveling
 MU0123.and adjusted by the National Geodetic Survey in 1992..
 MU0123.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0123.rate of 1.1 thru 2.0 mm/km.
 MU0123
 MU0123.The geoid height was determined by GEOID03.
 MU0123
 MU0123.The dynamic height is computed by dividing the NAVD 88
 MU0123.geopotential number by the normal gravity value computed on the
 MU0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0123.degrees latitude (g = 980.6199 gals.).
 MU0123
 MU0123.The modeled gravity was interpolated from observed gravity values.
 MU0123
 MU0123;                    North         East    Units  Estimated Accuracy
 MU0123;SPC NV E     - 8,718,920.      119,790.      MT  (+/- 180 meters Scaled)
 MU0123
 MU0123                          SUPERSEDED SURVEY CONTROL
 MU0123
 MU0123  NGVD 29 (??/??/92) 1658.959  (m)         5442.77   (f) ADJ UNCH    2 0
 MU0123
 MU0123.Superseded values are not recommended for survey control.
 MU0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0123.See file dsdata.txt to determine how the superseded data were derived.
 MU0123
 MU0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF385636(NAD 83)
 MU0123_MARKER: DB = BENCH MARK DISK
 MU0123_SETTING: 66 = SET IN ROCK OUTCROP
 MU0123_SP_SET: ROCK OUTCROP
 MU0123_STAMPING: E-76 1934
 MU0123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0123+STABILITY: POSITION/ELEVATION WELL
 MU0123
 MU0123  HISTORY     - Date     Condition        Report By
 MU0123  HISTORY     - 1934     MONUMENTED       CGS
 MU0123
 MU0123                          STATION DESCRIPTION
 MU0123
 MU0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0123'16.8 MI NE FROM MIDAS.
 MU0123'16.8 MILES NORTHEAST OF MIDAS POST OFFICE 0.3 MILE SOUTH OF CONCRETE
 MU0123'DAM ACROSS WEST END OF SQUAW VALLEY RESERVOIR.  33 FEET NORTH OF
 MU0123'CENTERLINE OF ROAD FROM MIDAS TO TUSCARORA.  AT TOP OF RIDGE IN ROCK
 MU0123'OUTCROP WHICH FOLLOWS ALONG RIDGE TO RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0130 ***********************************************************************
 LR0130  DESIGNATION -  E 77
 LR0130  PID         -  LR0130
 LR0130  STATE/COUNTY-  NV/EUREKA
 LR0130  USGS QUAD   -  PAPOOSE CANYON (1985)
 LR0130
 LR0130                         *CURRENT SURVEY CONTROL
 LR0130  ___________________________________________________________________
 LR0130* NAD 83(1986)-  40 26 15.     (N)    116 07 18.     (W)     SCALED    
 LR0130* NAVD 88     -      1567.755  (meters)    5143.54   (feet)  ADJUSTED  
 LR0130  ___________________________________________________________________
 LR0130  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 LR0130  DYNAMIC HT  -        1566.373 (meters)    5139.01  (feet)  COMP
 LR0130  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 LR0130
 LR0130  VERT ORDER  -  SECOND    CLASS 0
 LR0130
 LR0130.The horizontal coordinates were scaled from a topographic map and have
 LR0130.an estimated accuracy of +/- 6 seconds.
 LR0130
 LR0130.The orthometric height was determined by differential leveling
 LR0130.and adjusted by the National Geodetic Survey in June 1991..
 LR0130
 LR0130.The geoid height was determined by GEOID03.
 LR0130
 LR0130.The dynamic height is computed by dividing the NAVD 88
 LR0130.geopotential number by the normal gravity value computed on the
 LR0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0130.degrees latitude (g = 980.6199 gals.).
 LR0130
 LR0130.The modeled gravity was interpolated from observed gravity values.
 LR0130
 LR0130;                    North         East    Units  Estimated Accuracy
 LR0130;SPC NV E     - 8,631,330.      154,330.      MT  (+/- 180 meters Scaled)
 LR0130
 LR0130                          SUPERSEDED SURVEY CONTROL
 LR0130
 LR0130  NGVD 29 (??/??/92) 1566.631  (m)         5139.86   (f) ADJ UNCH    2 0
 LR0130
 LR0130.Superseded values are not recommended for survey control.
 LR0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0130.See file dsdata.txt to determine how the superseded data were derived.
 LR0130
 LR0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE744766(NAD 83)
 LR0130_MARKER: DB = BENCH MARK DISK
 LR0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0130_STAMPING: E 77 1934
 LR0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0130+STABILITY: SURFACE MOTION
 LR0130
 LR0130  HISTORY     - Date     Condition        Report By
 LR0130  HISTORY     - 1934     MONUMENTED       CGS
 LR0130  HISTORY     - 1963     GOOD             NGS
 LR0130  HISTORY     - 1983     MARK NOT FOUND   USGS
 LR0130
 LR0130                          STATION DESCRIPTION
 LR0130
 LR0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LR0130'14.5 MI S FROM PALISADE.
 LR0130'1.65 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER THE
 LR0130'HUMBOLDT RIVER AT PALISADE, THENCE 12.85 MILES SOUTH ALONG STATE
 LR0130'HIGHWAY 20, 585 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 535 FEET
 LR0130'WEST OF A FENCE, 275 FEET NORTH OF AN EAST-WEST FENCE, 290 FEET
 LR0130'NORTH-NORTHEAST OF A FENCE INTERSECTION, 338 FEET WEST OF THE CENTER
 LR0130'LINE OF A FORMER HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, 2 FEET SOUTH
 LR0130'OF A WITNESS POST AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 LR0130'FOOT.
 LR0130
 LR0130                          STATION RECOVERY (1983)
 LR0130
 LR0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0038 ***********************************************************************
 KQ0038  DESIGNATION -  E 78
 KQ0038  PID         -  KQ0038
 KQ0038  STATE/COUNTY-  NV/EUREKA
 KQ0038  USGS QUAD   -  FRAZIER CREEK (1986)
 KQ0038
 KQ0038                         *CURRENT SURVEY CONTROL
 KQ0038  ___________________________________________________________________
 KQ0038* NAD 83(1986)-  39 59 56.     (N)    116 15 00.     (W)     SCALED    
 KQ0038* NAVD 88     -      1785.484  (meters)    5857.88   (feet)  ADJUSTED  
 KQ0038  ___________________________________________________________________
 KQ0038  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 KQ0038  DYNAMIC HT  -        1783.779 (meters)    5852.28  (feet)  COMP
 KQ0038  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 KQ0038
 KQ0038  VERT ORDER  -  SECOND    CLASS 0
 KQ0038
 KQ0038.The horizontal coordinates were scaled from a topographic map and have
 KQ0038.an estimated accuracy of +/- 6 seconds.
 KQ0038
 KQ0038.The orthometric height was determined by differential leveling
 KQ0038.and adjusted by the National Geodetic Survey in June 1991..
 KQ0038
 KQ0038.The geoid height was determined by GEOID03.
 KQ0038
 KQ0038.The dynamic height is computed by dividing the NAVD 88
 KQ0038.geopotential number by the normal gravity value computed on the
 KQ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0038.degrees latitude (g = 980.6199 gals.).
 KQ0038
 KQ0038.The modeled gravity was interpolated from observed gravity values.
 KQ0038
 KQ0038;                    North         East    Units  Estimated Accuracy
 KQ0038;SPC NV E     - 8,582,700.      143,080.      MT  (+/- 180 meters Scaled)
 KQ0038
 KQ0038                          SUPERSEDED SURVEY CONTROL
 KQ0038
 KQ0038  NGVD 29 (??/??/92) 1784.259  (m)         5853.86   (f) ADJ UNCH    2 0
 KQ0038
 KQ0038.Superseded values are not recommended for survey control.
 KQ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0038.See file dsdata.txt to determine how the superseded data were derived.
 KQ0038
 KQ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE640279(NAD 83)
 KQ0038_MARKER: DB = BENCH MARK DISK
 KQ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0038_STAMPING: E 78 1934
 KQ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0038+STABILITY: SURFACE MOTION
 KQ0038
 KQ0038  HISTORY     - Date     Condition        Report By
 KQ0038  HISTORY     - 1934     MONUMENTED       CGS
 KQ0038
 KQ0038                          STATION DESCRIPTION
 KQ0038
 KQ0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KQ0038'4.0 MI SW FROM ALPHA.
 KQ0038'ABOUT 4.0 MILES SOUTHWEST ALONG THE ROAD TO TONKIN FROM ALPHA, EUREKA
 KQ0038'COUNTY, ON THE TOP OF A RIDGE, AT THE NORTH END OUTSIDE OF A CURVE,
 KQ0038'AND 30 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 KQ0038'STAMPED E 78 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0125 ***********************************************************************
 KQ0125  DESIGNATION -  E 79
 KQ0125  PID         -  KQ0125
 KQ0125  STATE/COUNTY-  NV/LANDER
 KQ0125  USGS QUAD   -  BARTON SPRING (1986)
 KQ0125
 KQ0125                         *CURRENT SURVEY CONTROL
 KQ0125  ___________________________________________________________________
 KQ0125* NAD 83(1986)-  39 33 33.     (N)    116 55 52.     (W)     SCALED    
 KQ0125* NAVD 88     -      2036.058  (meters)    6679.97   (feet)  ADJUSTED  
 KQ0125  ___________________________________________________________________
 KQ0125  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 KQ0125  DYNAMIC HT  -        2033.955 (meters)    6673.07  (feet)  COMP
 KQ0125  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 KQ0125
 KQ0125  VERT ORDER  -  SECOND    CLASS 0
 KQ0125
 KQ0125.The horizontal coordinates were scaled from a topographic map and have
 KQ0125.an estimated accuracy of +/- 6 seconds.
 KQ0125
 KQ0125.The orthometric height was determined by differential leveling
 KQ0125.and adjusted by the National Geodetic Survey in June 1991..
 KQ0125
 KQ0125.The geoid height was determined by GEOID03.
 KQ0125
 KQ0125.The dynamic height is computed by dividing the NAVD 88
 KQ0125.geopotential number by the normal gravity value computed on the
 KQ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0125.degrees latitude (g = 980.6199 gals.).
 KQ0125
 KQ0125.The modeled gravity was interpolated from observed gravity values.
 KQ0125
 KQ0125;                    North         East    Units  Estimated Accuracy
 KQ0125;SPC NV C     - 6,533,710.      477,280.      MT  (+/- 180 meters Scaled)
 KQ0125
 KQ0125                          SUPERSEDED SURVEY CONTROL
 KQ0125
 KQ0125  NGVD 29 (??/??/92) 2034.754  (m)         6675.69   (f) ADJ UNCH    2 0
 KQ0125
 KQ0125.Superseded values are not recommended for survey control.
 KQ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0125.See file dsdata.txt to determine how the superseded data were derived.
 KQ0125
 KQ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND059788(NAD 83)
 KQ0125_MARKER: DB = BENCH MARK DISK
 KQ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0125_STAMPING: E 79 1934
 KQ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0125+STABILITY: SURFACE MOTION
 KQ0125
 KQ0125  HISTORY     - Date     Condition        Report By
 KQ0125  HISTORY     - 1934     MONUMENTED       CGS
 KQ0125  HISTORY     - 1955     GOOD             NGS
 KQ0125
 KQ0125                          STATION DESCRIPTION
 KQ0125
 KQ0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0125'13.2 MI NE FROM AUSTIN.
 KQ0125'5.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0125'AT AUSTIN, THENCE 7.8 MILES NORTHEAST ALONG GRASS VALLEY ROAD (FORMER
 KQ0125'STATE HIGHWAY 21), ON A LOW RIDGE, ABOUT 70 YARDS WEST OF AND ACROSS
 KQ0125'THE ROAD FROM THE CENTER LINE OF A NEW HIGHWAY (NOW UNDER
 KQ0125'CONSTRUCTION), 34 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 KQ0125'SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND
 KQ0125'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 KQ0125'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0439 ***********************************************************************
 KR0439  DESIGNATION -  E 8
 KR0439  PID         -  KR0439
 KR0439  STATE/COUNTY-  NV/CHURCHILL
 KR0439  USGS QUAD   -  UPSAL HOGBACK (1985)
 KR0439
 KR0439                         *CURRENT SURVEY CONTROL
 KR0439  ___________________________________________________________________
 KR0439* NAD 83(1986)-  39 43 11.     (N)    118 46 56.     (W)     SCALED    
 KR0439* NAVD 88     -      1190.68   (+/-2cm)    3906.4    (feet)  VERTCON   
 KR0439  ___________________________________________________________________
 KR0439  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KR0439
 KR0439  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0439
 KR0439.The horizontal coordinates were scaled from a topographic map and have
 KR0439.an estimated accuracy of +/- 6 seconds.
 KR0439
 KR0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0439.The vertical order pertains to the NGVD 29 superseded value.
 KR0439
 KR0439.The geoid height was determined by GEOID03.
 KR0439
 KR0439;                    North         East    Units  Estimated Accuracy
 KR0439;SPC NV W     - 4,551,520.      782,950.      MT  (+/- 180 meters Scaled)
 KR0439
 KR0439                          SUPERSEDED SURVEY CONTROL
 KR0439
 KR0439  NGVD 29 (??/??/92) 1189.756  (m)         3903.39   (f) ADJ UNCH    1 2
 KR0439
 KR0439.Superseded values are not recommended for survey control.
 KR0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0439.See file dsdata.txt to determine how the superseded data were derived.
 KR0439
 KR0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD472981(NAD 83)
 KR0439_MARKER: DB = BENCH MARK DISK
 KR0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0439_STAMPING: 3903.056
 KR0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0439+STABILITY: SURFACE MOTION
 KR0439
 KR0439  HISTORY     - Date     Condition        Report By
 KR0439  HISTORY     - UNK      MONUMENTED       CGS
 KR0439  HISTORY     - 1953     GOOD             NGS
 KR0439
 KR0439                          STATION DESCRIPTION
 KR0439
 KR0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0439'5.9 MI S FROM PARRAN.
 KR0439'5.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0439'WATER TANK AT PARRAN, 3 FEET NORTHWEST OF MILEPOLE 306, AT THE SOUTH
 KR0439'END OF A LONG FILL, 57.7 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.1
 KR0439'FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND
 KR0439'SET IN THE TOP OF A SANDSTONE POST PROJECTING ABOUT 1 1/2 FEET ABOVE
 KR0439'THE GROUND.  NOTE-- A WOODEN BRACE FOR THE MILEPOLE IS OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0290 ***********************************************************************
 MU0290  DESIGNATION -  E 80
 MU0290  PID         -  MU0290
 MU0290  STATE/COUNTY-  NV/HUMBOLDT
 MU0290  USGS QUAD   -  OROVADA (1991)
 MU0290
 MU0290                         *CURRENT SURVEY CONTROL
 MU0290  ___________________________________________________________________
 MU0290* NAD 83(1986)-  41 32 27.     (N)    117 47 11.     (W)     SCALED    
 MU0290* NAVD 88     -      1326.883  (meters)    4353.28   (feet)  ADJUSTED  
 MU0290  ___________________________________________________________________
 MU0290  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 MU0290  DYNAMIC HT  -        1325.939 (meters)    4350.18  (feet)  COMP
 MU0290  MODELED GRAV-     979,866.3   (mgal)                       NAVD 88
 MU0290
 MU0290  VERT ORDER  -  SECOND    CLASS 0
 MU0290
 MU0290.The horizontal coordinates were scaled from a topographic map and have
 MU0290.an estimated accuracy of +/- 6 seconds.
 MU0290
 MU0290.The orthometric height was determined by differential leveling
 MU0290.and adjusted by the National Geodetic Survey in June 1991..
 MU0290
 MU0290.The geoid height was determined by GEOID03.
 MU0290
 MU0290.The dynamic height is computed by dividing the NAVD 88
 MU0290.geopotential number by the normal gravity value computed on the
 MU0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0290.degrees latitude (g = 980.6199 gals.).
 MU0290
 MU0290.The modeled gravity was interpolated from observed gravity values.
 MU0290
 MU0290;                    North         East    Units  Estimated Accuracy
 MU0290;SPC NV W     - 4,754,010.      866,490.      MT  (+/- 180 meters Scaled)
 MU0290
 MU0290                          SUPERSEDED SURVEY CONTROL
 MU0290
 MU0290  NGVD 29 (??/??/92) 1325.792  (m)         4349.70   (f) ADJ UNCH    2 0
 MU0290
 MU0290.Superseded values are not recommended for survey control.
 MU0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0290.See file dsdata.txt to determine how the superseded data were derived.
 MU0290
 MU0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF344990(NAD 83)
 MU0290_MARKER: DB = BENCH MARK DISK
 MU0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MU0290_SP_SET: CULVERT
 MU0290_STAMPING: E 80 1934
 MU0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0290
 MU0290  HISTORY     - Date     Condition        Report By
 MU0290  HISTORY     - 1934     MONUMENTED       CGS
 MU0290  HISTORY     - 1958     MARK NOT FOUND   NGS
 MU0290
 MU0290                          STATION DESCRIPTION
 MU0290
 MU0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0290'2.0 MI S FROM OROVADA.
 MU0290'2.0 MILES SOUTH OF POST OFFICE AT OROVADA ON STATE HIGHWAY NO. 8 IN E
 MU0290'HEADWALL TO STORM CULVERT, LEVEL WITH GRADE.
 MU0290
 MU0290                          STATION RECOVERY (1958)
 MU0290
 MU0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MU0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0181 ***********************************************************************
 LR0181  DESIGNATION -  E 82
 LR0181  PID         -  LR0181
 LR0181  STATE/COUNTY-  NV/EUREKA
 LR0181  USGS QUAD   -  CRESCENT VALLEY (1985)
 LR0181
 LR0181                         *CURRENT SURVEY CONTROL
 LR0181  ___________________________________________________________________
 LR0181* NAD 83(1986)-  40 23 38.     (N)    116 34 51.     (W)     SCALED    
 LR0181* NAVD 88     -      1468.997  (meters)    4819.53   (feet)  ADJUSTED  
 LR0181  ___________________________________________________________________
 LR0181  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 LR0181  DYNAMIC HT  -        1467.760 (meters)    4815.48  (feet)  COMP
 LR0181  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 LR0181
 LR0181  VERT ORDER  -  SECOND    CLASS 0
 LR0181
 LR0181.The horizontal coordinates were scaled from a topographic map and have
 LR0181.an estimated accuracy of +/- 6 seconds.
 LR0181
 LR0181.The orthometric height was determined by differential leveling
 LR0181.and adjusted by the National Geodetic Survey in June 1991..
 LR0181
 LR0181.The geoid height was determined by GEOID03.
 LR0181
 LR0181.The dynamic height is computed by dividing the NAVD 88
 LR0181.geopotential number by the normal gravity value computed on the
 LR0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0181.degrees latitude (g = 980.6199 gals.).
 LR0181
 LR0181.The modeled gravity was interpolated from observed gravity values.
 LR0181
 LR0181;                    North         East    Units  Estimated Accuracy
 LR0181;SPC NV E     - 8,626,820.      115,320.      MT  (+/- 180 meters Scaled)
 LR0181
 LR0181                          SUPERSEDED SURVEY CONTROL
 LR0181
 LR0181  NGVD 29 (??/??/92) 1467.890  (m)         4815.90   (f) ADJ UNCH    2 0
 LR0181
 LR0181.Superseded values are not recommended for survey control.
 LR0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0181.See file dsdata.txt to determine how the superseded data were derived.
 LR0181
 LR0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE355715(NAD 83)
 LR0181_MARKER: DB = BENCH MARK DISK
 LR0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0181_STAMPING: E 82 1934
 LR0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0181+STABILITY: SURFACE MOTION
 LR0181
 LR0181  HISTORY     - Date     Condition        Report By
 LR0181  HISTORY     - 1934     MONUMENTED       CGS
 LR0181  HISTORY     - 1983     GOOD             USGS
 LR0181
 LR0181                          STATION DESCRIPTION
 LR0181
 LR0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0181'15.4 MI SW FROM BEOWAWE.
 LR0181'15.4 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE SOUTHERN PACIFIC
 LR0181'CO. RAILROAD STATION AT BEOWAWE, EUREKA COUNTY, AND 36 FEET EAST OF
 LR0181'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 82 1934 AND
 LR0181'SET IN THE TOP OF A CONCRETE POST.
 LR0181
 LR0181                          STATION RECOVERY (1983)
 LR0181
 LR0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0181'BEOWAWE, 15.4 MILES SOUTHWEST OF, CRESCENT VALLEY OFFICE, 1.75 MILES
 LR0181'SOUTH AND 0.2 MILES EAST OF, 938 FT (286 METERS) NORTH OF QUARTER
 LR0181'CORNER 1978 BLM PIPE AND CAP BETWEEN SECTIONS 8 AND 17 T.-29-N.,
 LR0181'R-48-E. 945 FT. (288 METERS) NORTH AND 31 FT. (9.4 MEERSE EAST OF
 LR0181'ROAD AT A FIELD LINE EAST AND PROJECTING T-RD. WEST. SET IN THE TOP
 LR0181'OF A CONCRETE POST WHICH PROJECTS 0.4 FT. ABOVE GROUND. A STANDARD
 LR0181'NGS TABLET STAMPED 'E-82 1934'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0070 ***********************************************************************
 LR0070  DESIGNATION -  E 88
 LR0070  PID         -  LR0070
 LR0070  STATE/COUNTY-  NV/EUREKA
 LR0070  USGS QUAD   -  CARLIN WEST (1985)
 LR0070
 LR0070                         *CURRENT SURVEY CONTROL
 LR0070  ___________________________________________________________________
 LR0070* NAD 83(1986)-  40 41 10.     (N)    116 10 58.     (W)     SCALED    
 LR0070* NAVD 88     -      1585.072  (meters)    5200.36   (feet)  ADJUSTED  
 LR0070  ___________________________________________________________________
 LR0070  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 LR0070  DYNAMIC HT  -        1583.766 (meters)    5196.07  (feet)  COMP
 LR0070  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 LR0070
 LR0070  VERT ORDER  -  SECOND    CLASS 0
 LR0070
 LR0070.The horizontal coordinates were scaled from a topographic map and have
 LR0070.an estimated accuracy of +/- 6 seconds.
 LR0070
 LR0070.The orthometric height was determined by differential leveling
 LR0070.and adjusted by the National Geodetic Survey in June 1991..
 LR0070
 LR0070.The geoid height was determined by GEOID03.
 LR0070
 LR0070.The dynamic height is computed by dividing the NAVD 88
 LR0070.geopotential number by the normal gravity value computed on the
 LR0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0070.degrees latitude (g = 980.6199 gals.).
 LR0070
 LR0070.The modeled gravity was interpolated from observed gravity values.
 LR0070
 LR0070;                    North         East    Units  Estimated Accuracy
 LR0070;SPC NV E     - 8,658,960.      149,330.      MT  (+/- 180 meters Scaled)
 LR0070
 LR0070                          SUPERSEDED SURVEY CONTROL
 LR0070
 LR0070  NGVD 29 (??/??/92) 1583.971  (m)         5196.74   (f) ADJ UNCH    2 0
 LR0070
 LR0070.Superseded values are not recommended for survey control.
 LR0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0070.See file dsdata.txt to determine how the superseded data were derived.
 LR0070
 LR0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF690042(NAD 83)
 LR0070_MARKER: DB = BENCH MARK DISK
 LR0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0070_STAMPING: E 88 1958
 LR0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0070+STABILITY: SURFACE MOTION
 LR0070
 LR0070  HISTORY     - Date     Condition        Report By
 LR0070  HISTORY     - 1958     MONUMENTED       CGS
 LR0070  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0070
 LR0070                          STATION DESCRIPTION
 LR0070
 LR0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0070'5.1 MI SW FROM CARLIN.
 LR0070'5.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF 10TH
 LR0070'STREET AT CARLIN, 93.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LR0070'7.2 FEET NORTH OF A FENCE LINE, 3.8 FEET NORTHEAST OF A METAL WITNESS
 LR0070'POST, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND
 LR0070'SURFACE, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 LR0070
 LR0070                          STATION RECOVERY (1984)
 LR0070
 LR0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0070'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0071 ***********************************************************************
 LR0071  DESIGNATION -  E 88 RESET
 LR0071  PID         -  LR0071
 LR0071  STATE/COUNTY-  NV/EUREKA
 LR0071  USGS QUAD   -  CARLIN WEST (1985)
 LR0071
 LR0071                         *CURRENT SURVEY CONTROL
 LR0071  ___________________________________________________________________
 LR0071* NAD 83(1986)-  40 41 05.     (N)    116 11 16.     (W)     SCALED    
 LR0071* NAVD 88     -      1586.605  (meters)    5205.39   (feet)  ADJUSTED  
 LR0071  ___________________________________________________________________
 LR0071  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 LR0071  DYNAMIC HT  -        1585.293 (meters)    5201.08  (feet)  COMP
 LR0071  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 LR0071
 LR0071  VERT ORDER  -  FIRST     CLASS II
 LR0071
 LR0071.The horizontal coordinates were scaled from a topographic map and have
 LR0071.an estimated accuracy of +/- 6 seconds.
 LR0071
 LR0071.The orthometric height was determined by differential leveling
 LR0071.and adjusted by the National Geodetic Survey in June 1991..
 LR0071
 LR0071.The geoid height was determined by GEOID03.
 LR0071
 LR0071.The dynamic height is computed by dividing the NAVD 88
 LR0071.geopotential number by the normal gravity value computed on the
 LR0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0071.degrees latitude (g = 980.6199 gals.).
 LR0071
 LR0071.The modeled gravity was interpolated from observed gravity values.
 LR0071
 LR0071;                    North         East    Units  Estimated Accuracy
 LR0071;SPC NV E     - 8,658,810.      148,910.      MT  (+/- 180 meters Scaled)
 LR0071
 LR0071                          SUPERSEDED SURVEY CONTROL
 LR0071
 LR0071.No superseded survey control is available for this station.
 LR0071
 LR0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF686040(NAD 83)
 LR0071_MARKER: DD = SURVEY DISK
 LR0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0071_STAMPING: E 88 RESET 1966
 LR0071_MARK LOGO: CGS   
 LR0071_PROJECTION: FLUSH
 LR0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0071+STABILITY: SURFACE MOTION
 LR0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0071+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 LR0071
 LR0071  HISTORY     - Date     Condition        Report By
 LR0071  HISTORY     - 1966     MONUMENTED       NVDH
 LR0071  HISTORY     - 1968     GOOD             NVDH
 LR0071  HISTORY     - 1984     GOOD             NGS
 LR0071  HISTORY     - 20040512 GOOD             NVGS
 LR0071
 LR0071                          STATION DESCRIPTION
 LR0071
 LR0071'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1968
 LR0071'5.1 MI SW FROM CARLIN.
 LR0071'5.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF 10TH
 LR0071'STREET IN CARLIN, 180 FEET SOUTH OF HIGHWAY STATION OE 124 + 00 OF
 LR0071'INTERSTATE HIGHWAY 80, 25 FEET NORTH OF A FENCE LINE, 4.5 FEET NORTH
 LR0071'OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LR0071'THE GROUND.
 LR0071
 LR0071                          STATION RECOVERY (1984)
 LR0071
 LR0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0071'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.35 KM
 LR0071'(3.95 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF STATE
 LR0071'HIGHWAY 278 AT CARLIN, 0.8 KM (0.5 MI) NORTHEAST OF MILEPOST 275,
 LR0071'54.8 METERS (180 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE,
 LR0071'47.5 METERS (156 FT) NORTHEAST OF THE NORTHEAST GATE POST FOR A STEEL
 LR0071'GATE IN THE RIGHT OF WAY FENCE AND 7.6 METERS (25 FT) NORTHWEST OF THE
 LR0071'RIGHT OF WAY FENCE.
 LR0071'THE MARK IS 1.3 METERS  NW FROM A WITNESS POST.
 LR0071'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
 LR0071
 LR0071                          STATION RECOVERY (2004)
 LR0071
 LR0071'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2004 (DRH)
 LR0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1244 ***********************************************************************
 KR1244  DESIGNATION -  E 9=4395.4
 KR1244  PID         -  KR1244
 KR1244  STATE/COUNTY-  NV/STOREY
 KR1244  USGS QUAD   -  VISTA (1982)
 KR1244
 KR1244                         *CURRENT SURVEY CONTROL
 KR1244  ___________________________________________________________________
 KR1244* NAD 83(1986)-  39 31 07.     (N)    119 41 09.     (W)     SCALED    
 KR1244* NAVD 88     -      1340.804  (meters)    4398.95   (feet)  ADJUSTED  
 KR1244  ___________________________________________________________________
 KR1244  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KR1244  DYNAMIC HT  -        1339.606 (meters)    4395.02  (feet)  COMP
 KR1244  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 KR1244
 KR1244  VERT ORDER  -  FIRST     CLASS I
 KR1244
 KR1244.The horizontal coordinates were scaled from a topographic map and have
 KR1244.an estimated accuracy of +/- 6 seconds.
 KR1244
 KR1244.The orthometric height was determined by differential leveling
 KR1244.and adjusted by the National Geodetic Survey in June 1991..
 KR1244.WARNING-Repeat measurements at this control monument indicate possible
 KR1244.vertical movement.
 KR1244
 KR1244.The geoid height was determined by GEOID03.
 KR1244
 KR1244.The dynamic height is computed by dividing the NAVD 88
 KR1244.geopotential number by the normal gravity value computed on the
 KR1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1244.degrees latitude (g = 980.6199 gals.).
 KR1244
 KR1244.The modeled gravity was interpolated from observed gravity values.
 KR1244
 KR1244;                    North         East    Units  Estimated Accuracy
 KR1244;SPC NV W     - 4,529,750.      705,200.      MT  (+/- 180 meters Scaled)
 KR1244
 KR1244                          SUPERSEDED SURVEY CONTROL
 KR1244
 KR1244  NGVD 29 (??/??/92) 1339.753  (m)         4395.51   (f) ADJ UNCH    1 1
 KR1244
 KR1244.Superseded values are not recommended for survey control.
 KR1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1244.See file dsdata.txt to determine how the superseded data were derived.
 KR1244
 KR1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD691777(NAD 83)
 KR1244_MARKER: B = BOLT
 KR1244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1244_SP_SET: ABUTMENT
 KR1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1244
 KR1244  HISTORY     - Date     Condition        Report By
 KR1244  HISTORY     - UNK      MONUMENTED       SPRR
 KR1244  HISTORY     - 1969     GOOD             NGS
 KR1244
 KR1244                          STATION DESCRIPTION
 KR1244
 KR1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1244'3.05 MI E FROM SPARKS.
 KR1244'3.05 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1244'MCCARRAN BOULEVARD OVERPASS AT SPARKS, 5 POLES NORTHWEST OF MILEPOLE
 KR1244'250, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 KR1244'ABUTMENT OF STEEL TRUSS BRIDGE 249.84 OVER TRUCKEE RIVER, 7.2 FEET
 KR1244'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2 FEET LOWER THAN THE
 KR1244'TRACK.  SEC 13, T 19N, R 20E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1591 ***********************************************************************
 KR1591  DESIGNATION -  EAGLE
 KR1591  PID         -  KR1591
 KR1591  STATE/COUNTY-  NV/STOREY
 KR1591  USGS QUAD   -  DERBY DAM (1985)
 KR1591
 KR1591                         *CURRENT SURVEY CONTROL
 KR1591  ___________________________________________________________________
 KR1591* NAD 83(1994)-  39 33 07.56802(N)    119 28 56.85903(W)     ADJUSTED  
 KR1591* NAVD 88     -      1412.7    (meters)    4635.     (feet)  VERTCON   
 KR1591  ___________________________________________________________________
 KR1591  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 KR1591  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 KR1591
 KR1591  HORZ ORDER  -  SECOND
 KR1591
 KR1591.The horizontal coordinates were established by classical geodetic methods
 KR1591.and adjusted by the National Geodetic Survey in June 1998..
 KR1591
 KR1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1591
 KR1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1591
 KR1591.The geoid height was determined by GEOID03.
 KR1591
 KR1591;                    North         East     Units Scale Factor Converg.
 KR1591;SPC NV W     - 4,533,273.268   722,727.863   MT  0.99997349   -0 34 21.3
 KR1591;SPC NV W     -14,872,914.05  2,371,149.66   sFT  0.99997349   -0 34 21.3
 KR1591;UTM  11      - 4,380,990.244   286,707.155   MT  1.00016015   -1 34 53.0
 KR1591
 KR1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1591!SPC NV W     -   0.99978218  x   0.99997349  =   0.99975567
 KR1591!UTM  11      -   0.99978218  x   1.00016015  =   0.99994229
 KR1591
 KR1591|---------------------------------------------------------------------|
 KR1591| PID    Reference Object                     Distance      Geod. Az  |
 KR1591|                                                           dddmmss.s |
 KR1591| DB7225 EAGLE RM 1                           19.761 METERS 09552     |
 KR1591| DB7226 EAGLE RM 2                           16.485 METERS 18251     |
 KR1591| KR1743 PICH                                APPROX. 3.3 KM 2581338.3 |
 KR1591| KR1596 AIRWAY BCN 20 2 MI N OF CLARK       APPROX. 3.2 KM 3522813.4 |
 KR1591|---------------------------------------------------------------------|
 KR1591
 KR1591                          SUPERSEDED SURVEY CONTROL
 KR1591
 KR1591  NAD 83(1992)-  39 33 07.57426(N)    119 28 56.85241(W) AD(       ) 2
 KR1591  NAD 83(1986)-  39 33 07.57544(N)    119 28 56.84233(W) AD(       ) 2
 KR1591  NAD 27      -  39 33 07.88940(N)    119 28 53.19830(W) AD(       ) 2
 KR1591  NGVD 29 (07/19/86) 1411.7    (m)         4632.     (f) VERT ANG       
 KR1591
 KR1591.Superseded values are not recommended for survey control.
 KR1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1591.See file dsdata.txt to determine how the superseded data were derived.
 KR1591
 KR1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8670780990(NAD 83)
 KR1591_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1591_SETTING: 80 = SET IN A BOULDER
 KR1591_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1591
 KR1591  HISTORY     - Date     Condition        Report By
 KR1591  HISTORY     - 1958     MONUMENTED       CGS
 KR1591
 KR1591                          STATION DESCRIPTION
 KR1591
 KR1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1591'THE STATION IS ABOUT 1 MILE SOUTH OF THE EAGLE-PICHER MILL
 KR1591'ON THE EAST ONE OF TWO PROMINENT ROCKY KNOLLS, JUST SOUTH OF
 KR1591'THE BLACK-TOP ROAD THAT LEADS TO THE QUARRY.  THE EAGLE-PICHER
 KR1591'MILL IS 12.6 MILES WESTERLY ALONG U.S. HIGHWAY 40 FROM THE
 KR1591'POST OFFICE IN WADSWORTH AND 0.2 MILE SOUTH OF THE HIGHWAY.
 KR1591'
 KR1591'TO REACH FROM THE RAILROAD CROSSING AT THE ENTRANCE TO THE
 KR1591'MILL, GO SOUTHERLY ON THE BLACK-TOP ROAD, OUT THROUGH THE CATTLE
 KR1591'GUARD, FOR 0.7 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO
 KR1591'0.35 MILE TO A POINT ABOUT 75 YARDS BEYOND THE CORRALS.  TURN
 KR1591'LEFT (ON NORTH SIDE OF FIRST WATER TROUGH) AND GO ACROSS COUNTRY,
 KR1591'SOUTHEAST, UP ONTO THE MESA FOR 0.3 MILE, THEN BEAR LEFT,
 KR1591'NORTHERLY, UP BETWEEN THE TWO ROCKY KNOLLS WHICH FORM THE
 KR1591'SUMMIT, FOR ABOUT 0.25 MILE TO THE END OF TRUCK TRAVEL AT THE
 KR1591'BASE OF THE ROCKS NEAR THE NORTHWEST END OF THE EAST
 KR1591'KNOLL.  PACK EASTERLY FOR ABOUT 75 YARDS TO THE STATION
 KR1591'SITE.
 KR1591'
 KR1591'THE STATION MARK, STAMPED EAGLE 1958, IS A STANDARD DISK CEMENTED
 KR1591'IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT 6 INCHES.
 KR1591'
 KR1591'REFERENCE MARK 1, STAMPED EAGLE NO 1 1958, IS A STANDARD
 KR1591'DISK CEMENTED IN A DEPRESSION IN A BOULDER ABOUT 1 FOOT HIGH AND
 KR1591'NEAR THE NORTH EDGE OF THE BREAK OF THE HILL.
 KR1591'
 KR1591'REFERENCE MARK 2, STAMPED EAGLE NO 2 1958, IS A STANDARD DISK
 KR1591'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0540 ***********************************************************************
 KQ0540  DESIGNATION -  EAGLE
 KQ0540  PID         -  KQ0540
 KQ0540  STATE/COUNTY-  NV/LANDER
 KQ0540  USGS QUAD   -  BATES MOUNTAIN (1986)
 KQ0540
 KQ0540                         *CURRENT SURVEY CONTROL
 KQ0540  ___________________________________________________________________
 KQ0540* NAD 83(1994)-  39 31 48.32679(N)    116 48 31.53509(W)     ADJUSTED  
 KQ0540* NAVD 88     -      2561.8    (meters)    8405.     (feet)  VERTCON   
 KQ0540  ___________________________________________________________________
 KQ0540  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 KQ0540  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 KQ0540
 KQ0540  HORZ ORDER  -  SECOND
 KQ0540
 KQ0540.The horizontal coordinates were established by classical geodetic methods
 KQ0540.and adjusted by the National Geodetic Survey in June 1998..
 KQ0540
 KQ0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0540
 KQ0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0540
 KQ0540.The geoid height was determined by GEOID03.
 KQ0540
 KQ0540;                    North         East     Units Scale Factor Converg.
 KQ0540;SPC NV C     - 6,530,453.213   487,784.579   MT  0.99990184   -0 05 25.6
 KQ0540;SPC NV C     -21,425,328.58  1,600,339.91   sFT  0.99990184   -0 05 25.6
 KQ0540;UTM  11      - 4,375,621.468   516,435.562   MT  0.99960333   +0 07 18.2
 KQ0540
 KQ0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0540!SPC NV C     -   0.99960161  x   0.99990184  =   0.99950349
 KQ0540!UTM  11      -   0.99960161  x   0.99960333  =   0.99920510
 KQ0540
 KQ0540:                Primary Azimuth Mark                     Grid Az
 KQ0540:SPC NV C     -  BATES MOUNTAIN CAIRN                     038 42 23.7
 KQ0540:UTM  11      -  BATES MOUNTAIN CAIRN                     038 29 39.9
 KQ0540
 KQ0540|---------------------------------------------------------------------|
 KQ0540| PID    Reference Object                     Distance      Geod. Az  |
 KQ0540|                                                           dddmmss.s |
 KQ0540| KQ0539 BATES MOUNTAIN CAIRN                APPROX. 4.4 KM 0383658.1 |
 KQ0540| DD4910 EAGLE RM 1                            6.300 METERS 15739     |
 KQ0540| DD4911 EAGLE RM 2                            5.306 METERS 25502     |
 KQ0540| DD4909 EAGLE AZ MK                                        3540847.9 |
 KQ0540|---------------------------------------------------------------------|
 KQ0540
 KQ0540                          SUPERSEDED SURVEY CONTROL
 KQ0540
 KQ0540  NAD 83(1986)-  39 31 48.32672(N)    116 48 31.52604(W) AD(       ) 2
 KQ0540  NAD 27      -  39 31 48.59400(N)    116 48 28.22600(W) AD(       ) 2
 KQ0540  NGVD 29 (07/19/86) 2560.4    (m)         8400.     (f) VERT ANG       
 KQ0540
 KQ0540.Superseded values are not recommended for survey control.
 KQ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0540.See file dsdata.txt to determine how the superseded data were derived.
 KQ0540
 KQ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND1643675621(NAD 83)
 KQ0540_MARKER: DS = TRIANGULATION STATION DISK
 KQ0540_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0540
 KQ0540  HISTORY     - Date     Condition        Report By
 KQ0540  HISTORY     - 1954     MONUMENTED       CGS
 KQ0540
 KQ0540                          STATION DESCRIPTION
 KQ0540
 KQ0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0540'THE STATION IS LOCATED ABOUT 14 MILES, AIR LINE, EAST OF AUSTIN
 KQ0540'AND 9 MILES, AIR LINE, NORTH OF U.S. HIGHWAY 50.  IT IS ABOUT
 KQ0540'100 FEET SOUTH OF THE HIGHEST POINT OF WHAT IS LOCALLY KNOWN
 KQ0540'AS EAGLE BUTTE.
 KQ0540'
 KQ0540'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 8A AND U.S. HIGHWAY
 KQ0540'50 WHICH IS ABOUT 12 MILES EAST OF AUSTIN, GO EAST ON U.S.
 KQ0540'HIGHWAY 50 FOR 0.9 MILE TO A BLADED ROAD LEFT AND SIGN GIVENS
 KQ0540'RANCH 4.  TURN LEFT, NORTH, AND GO 5.3 MILES TO A DIM TRACK
 KQ0540'ROAD RIGHT A SHORT DISTANCE AFTER PASSING A RANCH HOUSE.  TURN
 KQ0540'RIGHT AND FOLLOW THE TRACK ROAD NORTHERLY FOR 1.3 MILES TO A
 KQ0540'FORK.  TAKE THE LEFT FORK, NORTH, AND GO 1.0 MILE TO A SIDE
 KQ0540'ROAD RIGHT.  CONTINUE STRAIGHT AHEAD, NORTH, FOR 8.1 MILES TO
 KQ0540'A REVERSE Y.  CONTINUE STRAIGHT AHEAD, SOUTH, AND GO 1.7
 KQ0540'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON THE ROAD
 KQ0540'FOR 0.2 MILE TO A FENCE.  TURN SOUTHWEST AND PICK WAY
 KQ0540'ACROSS THE SMALL STREAM, PICK UP TRACK ROAD ON SOUTH SIDE
 KQ0540'OF STREAM AND GO A TOTAL DISTANCE OF 0.25 MILE TO A FENCE.
 KQ0540'CONTINUE ON THE TRACK ROAD FOR 0.2 MILE TO A FORK.  TAKE THE
 KQ0540'RIGHT FORK, SOUTH, AND GO 0.1 MILE.  TURN LEFT AND PICK WAY
 KQ0540'SOUTHEAST UP RIDGE AND AROUND TO EAST SIDE OF RIDGE, THENCE
 KQ0540'SOUTH UP RIDGE FOR ABOUT 1.5 MILES TO THE END OF TRUCK
 KQ0540'TRAVEL.  PACK SOUTH TO THE HIGHEST POINT AND STATION.
 KQ0540'THIS IS A 10-MINUTE PACK.  REQUIRES A 4-WHEEL DRIVE VEHICLE TO
 KQ0540'DRIVE THE LAST MILEAGE.
 KQ0540'
 KQ0540'THE STATION MARK, A STANDARD DISK STAMPED EAGLE 1954, IS SET
 KQ0540'IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.
 KQ0540'
 KQ0540'REFERENCE MARK 1, A STANDARD DISK STAMPED EAGLE NO 1 1954, IS
 KQ0540'SET IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.
 KQ0540'THE MARK IS ABOUT 2 FEET LOWER THAN THE STATION.
 KQ0540'
 KQ0540'REFERENCE MARK 2, A STANDARD DISK STAMPED EAGLE NO 2 1954, IS
 KQ0540'SET IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.
 KQ0540'THE MARK IS ABOUT 1 FOOT LOWER THAN THE STATION.
 KQ0540'
 KQ0540'THE AZIMUTH MARK, A STANDARD DISK STAMPED EAGLE 1954, IS
 KQ0540'SET IN A DEPRESSION IN A LARGE BOULDER WHICH PROJECTS ABOUT
 KQ0540'4-1/2 FEET ABOVE THE GROUND.  IT IS ABOUT 150 FEET NORTH OF THE
 KQ0540'TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0787 ***********************************************************************
 MT0787  DESIGNATION -  EAGLE
 MT0787  PID         -  MT0787
 MT0787  STATE/COUNTY-  NV/ELKO
 MT0787  USGS QUAD   -  HARRIS CANYON (1982)
 MT0787
 MT0787                         *CURRENT SURVEY CONTROL
 MT0787  ___________________________________________________________________
 MT0787* NAD 83(1994)-  41 35 38.93083(N)    114 47 40.84005(W)     ADJUSTED  
 MT0787* NAVD 88     -      1778.7    (meters)    5836.     (feet)  VERTCON   
 MT0787  ___________________________________________________________________
 MT0787  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 MT0787  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 MT0787
 MT0787  HORZ ORDER  -  SECOND
 MT0787
 MT0787.The horizontal coordinates were established by classical geodetic methods
 MT0787.and adjusted by the National Geodetic Survey in June 1998..
 MT0787
 MT0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0787
 MT0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0787
 MT0787.The geoid height was determined by GEOID03.
 MT0787
 MT0787;                    North         East     Units Scale Factor Converg.
 MT0787;SPC NV E     - 8,759,925.204   265,747.932   MT  0.99995318   +0 31 24.8
 MT0787;SPC NV E     -28,739,854.61    871,874.67   sFT  0.99995318   +0 31 24.8
 MT0787;UTM  11      - 4,607,065.308   683,800.945   MT  1.00001575   +1 27 51.9
 MT0787
 MT0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0787!SPC NV E     -   0.99972360  x   0.99995318  =   0.99967680
 MT0787!UTM  11      -   0.99972360  x   1.00001575  =   0.99973935
 MT0787
 MT0787|---------------------------------------------------------------------|
 MT0787| PID    Reference Object                     Distance      Geod. Az  |
 MT0787|                                                           dddmmss.s |
 MT0787| DD4912 EAGLE RM 1                            8.391 METERS 03953     |
 MT0787| DD4913 EAGLE RM 2                            7.642 METERS 13750     |
 MT0787| MT0788 PRIMROSE                            APPROX. 6.7 KM 1635140.6 |
 MT0787|---------------------------------------------------------------------|
 MT0787
 MT0787                          SUPERSEDED SURVEY CONTROL
 MT0787
 MT0787  NAD 83(1994)-  41 35 38.92978(N)    114 47 40.83899(W) AD(       ) 2
 MT0787  NAD 83(1986)-  41 35 38.92760(N)    114 47 40.83417(W) AD(       ) 2
 MT0787  NAD 27      -  41 35 39.23163(N)    114 47 37.69029(W) AD(       ) 2
 MT0787  NGVD 29 (07/19/86) 1777.5    (m)         5832.     (f) VERT ANG       
 MT0787
 MT0787.Superseded values are not recommended for survey control.
 MT0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0787.See file dsdata.txt to determine how the superseded data were derived.
 MT0787
 MT0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG8380107065(NAD 83)
 MT0787_MARKER: Z = SEE DESCRIPTION
 MT0787_SETTING: 0 = UNSPECIFIED SETTING
 MT0787
 MT0787  HISTORY     - Date     Condition        Report By
 MT0787  HISTORY     - 1968     MONUMENTED       USGS
 MT0787
 MT0787                          STATION DESCRIPTION
 MT0787
 MT0787'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JJW)
 MT0787'LOCATED ABOUT 12 MI. (AIRLINE) S. OF CONTACT.  ABOUT 11 MI.
 MT0787'N. OF THOUSAND SPRINGS.  ABOUT 7.50 MI. S. OF HENRY.  ABOUT
 MT0787'1500 FT. E. OF HIGHWAY 93.  ON THE W. EDGE OF A RIDGE JUST
 MT0787'N. OF EAGLE FLAT.
 MT0787'
 MT0787'TO REACH FROM THOUSAND SPRINGS TRADING POST GO N. ON U.S.
 MT0787'HIGHWAY 93 FOR 11.9 MI. TO TRACK RD. SE. AND GATE IN FENCE.
 MT0787'TURN RIGHT, GO THROUGH GATE AND THEN LEFT ALONG FOOT OF RIM
 MT0787'FOR ABOUT 0.5 MI. TO SLOPING RIDGE.  GO SE. AND S. UP RIDGE
 MT0787'FOR 0.3 MI. TO TOP OF RIDGE AND STATION NEAR RIM OF BLUFF.
 MT0787'
 MT0787'STATION MARK--A STANDARD USGS TABLET STAMPED EAGLE 1968 CEMENTED
 MT0787'IN ROCK.
 MT0787'
 MT0787'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED NO 1 1968
 MT0787'CEMENTED IN ROCK FLUSH WITH GROUND AND ABOUT SAME ELEVATION
 MT0787'AS STATION MARK.
 MT0787'
 MT0787'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED NO 2 1968
 MT0787'CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1860 ***********************************************************************
 KR1860  DESIGNATION -  EAGLE
 KR1860  PID         -  KR1860
 KR1860  STATE/COUNTY-  NV/WASHOE
 KR1860  USGS QUAD   -  FERNLEY WEST (1985)
 KR1860
 KR1860                         *CURRENT SURVEY CONTROL
 KR1860  ___________________________________________________________________
 KR1860* NAD 83(1994)-  39 33 25.36939(N)    119 21 50.48024(W)     ADJUSTED  
 KR1860* NAVD 88     -      2016.9    (meters)    6617.     (feet)  VERTCON   
 KR1860  ___________________________________________________________________
 KR1860  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 KR1860  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 KR1860
 KR1860  HORZ ORDER  -  THIRD
 KR1860
 KR1860.The horizontal coordinates were established by classical geodetic methods
 KR1860.and adjusted by the National Geodetic Survey in June 1998..
 KR1860
 KR1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1860
 KR1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1860
 KR1860.The geoid height was determined by GEOID03.
 KR1860
 KR1860;                    North         East     Units Scale Factor Converg.
 KR1860;SPC NV W     - 4,533,727.204   732,911.513   MT  0.99995540   -0 29 49.9
 KR1860;SPC NV W     -14,874,403.34  2,404,560.52   sFT  0.99995540   -0 29 49.9
 KR1860;UTM  11      - 4,381,264.860   296,898.946   MT  1.00010789   -1 30 21.7
 KR1860
 KR1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1860!SPC NV W     -   0.99968744  x   0.99995540  =   0.99964285
 KR1860!UTM  11      -   0.99968744  x   1.00010789  =   0.99979529
 KR1860
 KR1860|---------------------------------------------------------------------|
 KR1860| PID    Reference Object                     Distance      Geod. Az  |
 KR1860|                                                           dddmmss.s |
 KR1860| CS7097 EAGLE RM 2                            1.631 METERS 03457     |
 KR1860| CS7096 EAGLE RM 1                           10.129 METERS 27243     |
 KR1860|---------------------------------------------------------------------|
 KR1860
 KR1860                          SUPERSEDED SURVEY CONTROL
 KR1860
 KR1860  NAD 83(1992)-  39 33 25.37637(N)    119 21 50.47469(W) AD(       ) 3
 KR1860  NAD 83(1986)-  39 33 25.37954(N)    119 21 50.46643(W) AD(       ) 3
 KR1860  NGVD 29 (10/14/92) 2015.8    (m)         6614.     (f) VERT ANG       
 KR1860
 KR1860.Superseded values are not recommended for survey control.
 KR1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1860.See file dsdata.txt to determine how the superseded data were derived.
 KR1860
 KR1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD9689981265(NAD 83)
 KR1860_MARKER: DS = TRIANGULATION STATION DISK
 KR1860_SETTING: 80 = SET IN A BOULDER
 KR1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1860+STABILITY: SURFACE MOTION
 KR1860
 KR1860  HISTORY     - Date     Condition        Report By
 KR1860  HISTORY     - 1956     MONUMENTED       USGS
 KR1860
 KR1860                          STATION DESCRIPTION
 KR1860
 KR1860'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KR1860'LOCATED ABOUT 6 MI E. OF CLARK STATION, 5.5 MI SW. OF WADSWORTH,
 KR1860'2 MI S. OF DERBY, 5 FT SW. OF LARGE BOULDER.  ON HIGH SPARSELY
 KR1860'WOODED RIDGE.
 KR1860'
 KR1860'TO REACH FROM SOUTH END OF BRIDGE OVER TRUCKEE RIVER AT CLARK
 KR1860'STATION, DRIVE 0.4 MI S. PASSING EAGLE PICHER COMPANY MILL TO
 KR1860'CATTLEGUARD.  CONTINUE ON MINE RD. TO CELETON MINE 5.9 MI TO GATE,
 KR1860'THENCE SE. 0.5 MI TO END OF RD.  PACK ESE. UP DRAW TO TOP AND
 KR1860'STATION.  ABOUT A 1-1/4 HOUR PACK.
 KR1860'
 KR1860'STATION MARK--STANDARD TABLET STAMPED---EAGLE 1956---, IN BOULDER 3
 KR1860'INCHES ABOVE GROUND.
 KR1860'
 KR1860'RM 1--STANDARD RM TABLET STAMPED---EAGLE NO 1 1956---, IN DRILL
 KR1860'HOLE IN ROCK.
 KR1860'
 KR1860'RM 2--COPPER NAIL AND WASHER STAMPED---1---, IN DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0958 ***********************************************************************
 GS0958  DESIGNATION -  EAGLE
 GS0958  PID         -  GS0958
 GS0958  STATE/COUNTY-  NV/NYE
 GS0958  USGS QUAD   -  SPECTER RANGE NW (1983)
 GS0958
 GS0958                         *CURRENT SURVEY CONTROL
 GS0958  ___________________________________________________________________
 GS0958* NAD 83(1994)-  36 38 14.53039(N)    116 09 23.09784(W)     ADJUSTED  
 GS0958* NAVD 88     -      1486.2    (meters)    4876.     (feet)  VERTCON   
 GS0958  ___________________________________________________________________
 GS0958  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 GS0958  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GS0958
 GS0958  HORZ ORDER  -  THIRD
 GS0958
 GS0958.The horizontal coordinates were established by classical geodetic methods
 GS0958.and adjusted by the National Geodetic Survey in June 1998..
 GS0958
 GS0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0958
 GS0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0958
 GS0958.The geoid height was determined by GEOID03.
 GS0958
 GS0958;                    North         East     Units Scale Factor Converg.
 GS0958;SPC NV C     - 6,209,510.309   545,628.644   MT  0.99992564   +0 18 16.2
 GS0958;SPC NV C     -20,372,368.41  1,790,116.64   sFT  0.99992564   +0 18 16.2
 GS0958;UTM  11      - 4,054,977.140   575,414.509   MT  0.99967007   +0 30 12.4
 GS0958
 GS0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0958!SPC NV C     -   0.99977110  x   0.99992564  =   0.99969676
 GS0958!UTM  11      -   0.99977110  x   0.99967007  =   0.99944125
 GS0958
 GS0958                          SUPERSEDED SURVEY CONTROL
 GS0958
 GS0958  NAD 83(1992)-  36 38 14.53785(N)    116 09 23.09862(W) AD(1991.35) 3
 GS0958  NAD 83(1992)-  36 38 14.52707(N)    116 09 23.10152(W) AD(       ) 3
 GS0958  NGVD 29 (02/14/94) 1485.3    (m)         4873.     (f) VERT ANG       
 GS0958
 GS0958.Superseded values are not recommended for survey control.
 GS0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0958.See file dsdata.txt to determine how the superseded data were derived.
 GS0958
 GS0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA7541554977(NAD 83)
 GS0958_MARKER: DS = TRIANGULATION STATION DISK
 GS0958_SETTING: 66 = SET IN ROCK OUTCROP
 GS0958_SP_SET: SET IN BEDROCK
 GS0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0958+STABILITY: POSITION/ELEVATION WELL
 GS0958
 GS0958  HISTORY     - Date     Condition        Report By
 GS0958  HISTORY     - 1959     MONUMENTED       USGS
 GS0958
 GS0958                          STATION DESCRIPTION
 GS0958
 GS0958'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GS0958'LOCATED ABOUT 13 MI E. OF LATHROP WELLS, 9.5 MI WSW. OF MERCURY,
 GS0958'4.5 MI N. OF U.S. HWY. 95.  ON PROMINENT, ROCKY PEAK.
 GS0958'
 GS0958'REACHED BY HELICOPTER.
 GS0958'
 GS0958'STATION MARK--STANDARD TABLET STAMPED---EAGLE 1959---, CEMENTED IN
 GS0958'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0721 ***********************************************************************
 JP0721  DESIGNATION -  EAGLE
 JP0721  PID         -  JP0721
 JP0721  STATE/COUNTY-  NV/WHITE PINE
 JP0721  USGS QUAD   -  KIOUS SPRING (1987)
 JP0721
 JP0721                         *CURRENT SURVEY CONTROL
 JP0721  ___________________________________________________________________
 JP0721* NAD 83(1994)-  38 56 47.41483(N)    114 13 22.62045(W)     ADJUSTED  
 JP0721* NAVD 88     -      3309.2    (meters)   10857.     (feet)  VERTCON   
 JP0721  ___________________________________________________________________
 JP0721  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 JP0721  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 JP0721
 JP0721  HORZ ORDER  -  THIRD
 JP0721
 JP0721.The horizontal coordinates were established by classical geodetic methods
 JP0721.and adjusted by the National Geodetic Survey in June 1998..
 JP0721
 JP0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0721
 JP0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0721
 JP0721.The geoid height was determined by GEOID03.
 JP0721
 JP0721;                    North         East     Units Scale Factor Converg.
 JP0721;SPC NV E     - 8,466,540.333   317,924.350   MT  1.00007118   +0 51 18.8
 JP0721;SPC NV E     -27,777,307.74  1,043,056.80   sFT  1.00007118   +0 51 18.8
 JP0721;UTM  11      - 4,314,507.986   740,670.558   MT  1.00031329   +1 44 47.3
 JP0721
 JP0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0721!SPC NV E     -   0.99948426  x   1.00007118  =   0.99955540
 JP0721!UTM  11      -   0.99948426  x   1.00031329  =   0.99979739
 JP0721
 JP0721                          SUPERSEDED SURVEY CONTROL
 JP0721
 JP0721  NAD 83(1994)-  38 56 47.41483(N)    114 13 22.62043(W) AD(       ) 3
 JP0721  NAD 83(1986)-  38 56 47.40851(N)    114 13 22.62553(W) AD(       ) 3
 JP0721  NGVD 29 (05/20/94) 3307.7    (m)        10852.     (f) VERT ANG       
 JP0721
 JP0721.Superseded values are not recommended for survey control.
 JP0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0721.See file dsdata.txt to determine how the superseded data were derived.
 JP0721
 JP0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD4067114508(NAD 83)
 JP0721_MARKER: DS = TRIANGULATION STATION DISK
 JP0721_SETTING: 0 = UNSPECIFIED SETTING
 JP0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0721
 JP0721  HISTORY     - Date     Condition        Report By
 JP0721  HISTORY     - 1946     MONUMENTED       USGS
 JP0721
 JP0721                          STATION DESCRIPTION
 JP0721
 JP0721'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 JP0721'LOCATED ABOUT 7.0 MI. SW. OF BAKER, NEVADA, ON HIGHEST TOP ALONG
 JP0721'DIVIDE BETWEEN SNAKE CREEK AND BAKER CREEK.  POINT APPEARS WHITE
 JP0721'AS IT IS SOLID GRANITE.
 JP0721'
 JP0721'TO REACH FROM BAKER GARAGE IN BAKER, GO SE. ALONG STATE HIGHWAY 14
 JP0721'FOR 5.45 MI. TO RD. FKS. S. AT SIGN --SNAKE CREEK RD.--, TURN RIGHT
 JP0721'(S.) AND CONTINUE 13.0 MI. ON MAIN-TRAVELED RD. UP SNAKE CREEK TO
 JP0721'DRAIN X-ING 1.0 MI. E. OF JOHNSONS CABIN, AND END TRUCK TRAVEL.  PACK
 JP0721'UP CANYON N. KEEPING TO RIGHT AT DRAIN FORKS, CONTINUE ABOUT 2.5 MI.
 JP0721'TO SADDLE AT HEAD OF CANYON, TURN RIGHT (E.) AND PACK ABOUT 0.5 MI.
 JP0721'UP STEEP SLOPE TO HIGHEST POINT OF TOP AND STATION.
 JP0721'
 JP0721'STATION MARK  STANDARD TABLET--STAMPED EAGLE 1946--CEMENTED IN
 JP0721'SOLID ROCK.
 JP0721'
 JP0721'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER CEMENTED IN DRILL HOLE
 JP0721'IN SOLID ROCK, 12.25 FT. FROM STATION MARK IN 204 DEGREES 20 MINUTES
 JP0721'
 JP0721'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER CEMENTED IN DRILL HOLE
 JP0721'IN SOLID ROCK, 25.40 FT. FROM STATION MARK IN 346 DEGREES 10 MINUTES.
 JP0721'
 JP0721'CAIRN CENTERED OVER STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9107 ***********************************************************************
 AH9107  DESIGNATION -  EAGLE
 AH9107  PID         -  AH9107
 AH9107  STATE/COUNTY-  NV/CHURCHILL
 AH9107  USGS QUAD   -  DIXIE HOT SPRINGS (1990)
 AH9107
 AH9107                         *CURRENT SURVEY CONTROL
 AH9107  ___________________________________________________________________
 AH9107* NAD 83(1994)-  39 51 51.01247(N)    118 03 57.14063(W)     ADJUSTED  
 AH9107* NAVD 88     -      2322.1    (meters)    7618.     (feet)  VERTCON   
 AH9107  ___________________________________________________________________
 AH9107  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 AH9107  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 AH9107
 AH9107  HORZ ORDER  -  THIRD
 AH9107
 AH9107.The horizontal coordinates were established by classical geodetic methods
 AH9107.and adjusted by the National Geodetic Survey in February 1999..
 AH9107
 AH9107.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9107
 AH9107.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9107
 AH9107.The geoid height was determined by GEOID03.
 AH9107
 AH9107;                    North         East     Units Scale Factor Converg.
 AH9107;SPC NV W     - 4,567,660.441   844,271.096   MT  0.99992412   +0 19 54.1
 AH9107;SPC NV W     -14,985,732.63  2,769,912.75   sFT  0.99992412   +0 19 54.1
 AH9107;UTM  11      - 4,413,225.158   408,836.487   MT  0.99970231   -0 40 59.7
 AH9107
 AH9107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9107!SPC NV W     -   0.99963941  x   0.99992412  =   0.99956356
 AH9107!UTM  11      -   0.99963941  x   0.99970231  =   0.99934183
 AH9107
 AH9107                          SUPERSEDED SURVEY CONTROL
 AH9107
 AH9107  NGVD 29 (02/26/99) 2321.1    (m)         7615.     (f) VERT ANG       
 AH9107
 AH9107.Superseded values are not recommended for survey control.
 AH9107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9107.See file dsdata.txt to determine how the superseded data were derived.
 AH9107
 AH9107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME0883613225(NAD 83)
 AH9107_MARKER: DS = TRIANGULATION STATION DISK
 AH9107_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH9107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9107
 AH9107  HISTORY     - Date     Condition        Report By
 AH9107  HISTORY     - 1965     MONUMENTED       USGS
 AH9107
 AH9107                          STATION DESCRIPTION
 AH9107
 AH9107'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH9107'LOCATED ABOUT 42 MI. (AIRLINE) NNE. OF FRENCHMAN, ABOUT 35 MI. NE. OF
 AH9107'STILLWATER, ABOUT 12.5 MI. SW. OF BOYER RANCH, ON A HIGH CONICAL PEAK
 AH9107'OF THE STILLWATER RANGE OVERLOOKING DIXIE VALLEY. STATION REACHED BY
 AH9107'HELICOPTER. STATION MARK--A STANDARD TABLET STAMPED---EAGLE 1965---
 AH9107'CEMENTED IN DRILL HOLE IN LARGE ROCK. REFERENCE MARK NO. 1--STANDARD
 AH9107'TABLET STAMPED---NO 1 1965--- CEMENTED IN DRILL HOLE IN LARGE ROCK,
 AH9107'19.47 FT. FROM STATION IN DIRECTION 04 DEGREES 05 MINUTES AND 2 FT.
 AH9107'LOWER. REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---NO 2 1965---
 AH9107'CEMENTED IN DRILL HOLE IN LARGE ROCK, 20.51 FT. FROM STATION IN DIRECT
 AH9107'243 DEGREES 45 MINUTES AND 4 FT. LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0377 ***********************************************************************
 HP0377  DESIGNATION -  EAST
 HP0377  PID         -  HP0377
 HP0377  STATE/COUNTY-  NV/LINCOLN
 HP0377  USGS QUAD   -  DESERT HILLS SE (1983)
 HP0377
 HP0377                         *CURRENT SURVEY CONTROL
 HP0377  ___________________________________________________________________
 HP0377* NAD 83(1994)-  37 02 46.97923(N)    115 21 40.20365(W)     ADJUSTED  
 HP0377* NAVD 88     -      1711.1    (meters)    5614.     (feet)  VERTCON   
 HP0377  ___________________________________________________________________
 HP0377  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 HP0377  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 HP0377
 HP0377  HORZ ORDER  -  SECOND
 HP0377
 HP0377.The horizontal coordinates were established by classical geodetic methods
 HP0377.and adjusted by the National Geodetic Survey in June 1998..
 HP0377
 HP0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0377
 HP0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0377
 HP0377.The geoid height was determined by GEOID03.
 HP0377
 HP0377;                    North         East     Units Scale Factor Converg.
 HP0377;SPC NV E     - 8,254,797.756   219,761.355   MT  0.99990481   +0 08 01.8
 HP0377;SPC NV E     -27,082,615.64    721,000.38   sFT  0.99990481   +0 08 01.8
 HP0377;UTM  11      - 4,101,273.675   645,733.733   MT  0.99986164   +0 59 15.0
 HP0377
 HP0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0377!SPC NV E     -   0.99973564  x   0.99990481  =   0.99964048
 HP0377!UTM  11      -   0.99973564  x   0.99986164  =   0.99959732
 HP0377
 HP0377|---------------------------------------------------------------------|
 HP0377| PID    Reference Object                     Distance      Geod. Az  |
 HP0377|                                                           dddmmss.s |
 HP0377| DD4920 EAST RM 2                            10.932 METERS 00102     |
 HP0377| HP0374 BIRD                                APPROX.17.9 KM 0702627.9 |
 HP0377| DD4919 EAST RM 1                            14.661 METERS 25208     |
 HP0377|---------------------------------------------------------------------|
 HP0377
 HP0377                          SUPERSEDED SURVEY CONTROL
 HP0377
 HP0377  NAD 83(1994)-  37 02 46.97716(N)    115 21 40.20052(W) AD(       ) 2
 HP0377  NAD 83(1986)-  37 02 46.97250(N)    115 21 40.19814(W) AD(       ) 2
 HP0377  NAD 27      -  37 02 47.11555(N)    115 21 37.12431(W) AD(       ) 2
 HP0377  NGVD 29 (07/19/86) 1710.2    (m)         5611.     (f) VERT ANG       
 HP0377
 HP0377.Superseded values are not recommended for survey control.
 HP0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0377.See file dsdata.txt to determine how the superseded data were derived.
 HP0377
 HP0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB4573401274(NAD 83)
 HP0377_MARKER: DD = SURVEY DISK
 HP0377_SETTING: 66 = SET IN ROCK OUTCROP
 HP0377
 HP0377  HISTORY     - Date     Condition        Report By
 HP0377  HISTORY     - 1969     MONUMENTED       USGS
 HP0377
 HP0377                          STATION DESCRIPTION
 HP0377
 HP0377'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 HP0377'LOCATED ABOUT 24 MI. SE. OF ALAMO.  ABOUT 22 MI. WNW. OF COYOTE
 HP0377'SPRINGS RANCH.  ON THE HIGHEST POINT OF THE E. DESERT RANGE.
 HP0377'
 HP0377'REACHED BY HELICOPTER.  ONE SKID LANDING.
 HP0377'
 HP0377'STATION COULD BE REACHED ON FOOT FROM THE NE.  PROBABLY 2 TO
 HP0377'3 HOURS PACK FROM END OF TRUCK TRAVEL AT BOTTOM OF SLOPE NE. OF
 HP0377'STATION.
 HP0377'
 HP0377'STATION MARK--STANDARD USGS TABLET STAMPED EAST 1969 CEMENTED
 HP0377'IN DRILL HOLE IN ROCK OUTCROP.
 HP0377'
 HP0377'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 HP0377'STAMPED NO 1 1969 CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 HP0377'
 HP0377'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 HP0377'STAMPED NO 2 1969 CEMENTED IN DRILL HOLE IN ROCK OUTCROP 0.3
 HP0377'FT. BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0821 ***********************************************************************
 MT0821  DESIGNATION -  EAST
 MT0821  PID         -  MT0821
 MT0821  STATE/COUNTY-  NV/ELKO
 MT0821  USGS QUAD   -  TABOR FLATS (1976)
 MT0821
 MT0821                         *CURRENT SURVEY CONTROL
 MT0821  ___________________________________________________________________
 MT0821* NAD 83(1994)-  41 07 53.82915(N)    115 11 02.12470(W)     ADJUSTED  
 MT0821* NAVD 88     -      1675.5    (meters)    5497.     (feet)  VERTCON   
 MT0821  ___________________________________________________________________
 MT0821  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 MT0821  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 MT0821
 MT0821  HORZ ORDER  -  SECOND
 MT0821
 MT0821.The horizontal coordinates were established by classical geodetic methods
 MT0821.and adjusted by the National Geodetic Survey in June 1998..
 MT0821
 MT0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0821
 MT0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0821
 MT0821.The geoid height was determined by GEOID03.
 MT0821
 MT0821;                    North         East     Units Scale Factor Converg.
 MT0821;SPC NV E     - 8,708,338.009   233,534.164   MT  0.99991384   +0 15 45.8
 MT0821;SPC NV E     -28,570,605.62    766,186.67   sFT  0.99991384   +0 15 45.8
 MT0821;UTM  11      - 4,554,957.597   652,434.063   MT  0.99988598   +1 11 41.4
 MT0821
 MT0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0821!SPC NV E     -   0.99974002  x   0.99991384  =   0.99965388
 MT0821!UTM  11      -   0.99974002  x   0.99988598  =   0.99962603
 MT0821
 MT0821|---------------------------------------------------------------------|
 MT0821| PID    Reference Object                     Distance      Geod. Az  |
 MT0821|                                                           dddmmss.s |
 MT0821| DD4914 EAST RM 1                             8.361 METERS 05019     |
 MT0821| MT0816 OIL                                 APPROX. 9.6 KM 0624126.8 |
 MT0821| DD4915 EAST RM 2                             7.263 METERS 31130     |
 MT0821|---------------------------------------------------------------------|
 MT0821
 MT0821                          SUPERSEDED SURVEY CONTROL
 MT0821
 MT0821  NAD 83(1994)-  41 07 53.82749(N)    115 11 02.12069(W) AD(       ) 2
 MT0821  NAD 83(1986)-  41 07 53.82639(N)    115 11 02.11850(W) AD(       ) 2
 MT0821  NAD 27      -  41 07 54.11183(N)    115 10 58.92704(W) AD(       ) 2
 MT0821  NGVD 29 (07/19/86) 1674.3    (m)         5493.     (f) VERT ANG       
 MT0821
 MT0821.Superseded values are not recommended for survey control.
 MT0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0821.See file dsdata.txt to determine how the superseded data were derived.
 MT0821
 MT0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF5243454958(NAD 83)
 MT0821_MARKER: DS = TRIANGULATION STATION DISK
 MT0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0821_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MT0821
 MT0821  HISTORY     - Date     Condition        Report By
 MT0821  HISTORY     - 1957     MONUMENTED       CGS
 MT0821
 MT0821                          STATION DESCRIPTION
 MT0821
 MT0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0821'THE STATION IS LOCATED ABOUT 12 MILES WEST OF WELLS, ABOUT 6-1/2
 MT0821'MILES NORTHEAST OF DEETH, AND ABOUT 3/4 MILE NORTH OF THE EAST
 MT0821'FORK OF THE HUMBOLDT RIVER.  IT IS NEAR THE WEST RIM OF A
 MT0821'PROMINENT MESA.
 MT0821'
 MT0821'TO REACH FROM THE NORTH SIDE OF THE SOUTHERN PACIFIC RAILROAD
 MT0821'DEPOT IN DEETH, GO NORTHEAST ON A GRADED ROAD (WHICH PASSES THROUGH
 MT0821'THE STOCK YARDS) FOR 7.8 MILES TO A SIDE ROAD RIGHT.  TURN
 MT0821'RIGHT (EAST) AND GO 0.15 MILE TO A WIRE GATE.  PASS THROUGH
 MT0821'GATE AND CONTINUE EAST ON TRACK ROAD FOR 0.9 MILE TO END OF ROAD.
 MT0821'CONTINUE STRAIGHT AHEAD (EAST) AND GO THROUGH SEEDED PASTURE FOR
 MT0821'1.8 MILES TO A DEEP WASH IN THE BOTTOM OF A DRAW.  TURN LEFT
 MT0821'(NORTH) AND GO 0.1 MILE TO AN OLD CROSSING.  CROSS WASH AND
 MT0821'CONTINUE EAST FOR 0.2 MILE TO THE EAST SIDE OF A LOW BENCH.
 MT0821'PICK UP A WELL-DEFINED TRACK ROAD WHICH LEADS EAST AND GO EAST
 MT0821'ACROSS FLATS AND UP MESA FOR 0.6 MILE TO A CROSSROAD AT TOP OF
 MT0821'MESA.  TURN RIGHT AND FOLLOW ROAD SOUTH ALONG WEST SIDE OF
 MT0821'MESA FOR 0.6 MILE TO A SIDE ROAD RIGHT JUST NORTH OF A FENCE.
 MT0821'TURN RIGHT (WEST) AND GO 0.3 MILE TO A SIDE ROAD LEFT AT A
 MT0821'FENCE CORNER.  TURN LEFT (SOUTH) ALONG FENCE AND GO 0.9 MILE TO A
 MT0821'POINT JUST PAST A DRAW ON THE LEFT.  TURN LEFT (EAST) UP
 MT0821'SLOPE FOR 0.1 MILE TO STATION NEAR WEST SIDE OF MESA.  THE
 MT0821'STATION IS DIFFICULT TO FIND AND REQUIRES ABOUT 2 HOURS
 MT0821'DRIVING TIME FROM DEETH.  A FOUR-WHEEL DRIVE VEHICLE IS
 MT0821'RECOMMENDED.
 MT0821'
 MT0821'THE STATION MARK, STAMPED EAST 1957, IS A STANDARD BRONZE DISK
 MT0821'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 2 INCHES.
 MT0821'IT IS ABOUT 100 YARDS SOUTH OF THE HEAD OF A DRAW, 60 FEET EAST
 MT0821'OF THE WEST RIM OF THE MESA, AND 7 FEET WEST OF A WHITE WITNESS
 MT0821'POST.
 MT0821'
 MT0821'REFERENCE MARK NO. 1, STAMPED EAST NO 1 1957, IS A STANDARD
 MT0821'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 MT0821'6 INCHES.
 MT0821'
 MT0821'REFERENCE MARK NO. 2, STAMPED EAST NO 2 1957, IS A STANDARD
 MT0821'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 1
 MT0821'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0353 ***********************************************************************
 KP0353  DESIGNATION -  EAST ELY NEV NORTHERN RR TANK
 KP0353  PID         -  KP0353
 KP0353  STATE/COUNTY-  NV/WHITE PINE
 KP0353  USGS QUAD   -  EAST ELY (1979)
 KP0353
 KP0353                         *CURRENT SURVEY CONTROL
 KP0353  ___________________________________________________________________
 KP0353* NAD 83(1994)-  39 15 36.45573(N)    114 52 09.85120(W)     ADJUSTED  
 KP0353* NAVD 88     -                                                        
 KP0353  ___________________________________________________________________
 KP0353  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 KP0353  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 KP0353
 KP0353  HORZ ORDER  -  THIRD
 KP0353
 KP0353.The horizontal coordinates were established by classical geodetic methods
 KP0353.and adjusted by the National Geodetic Survey in June 1998..
 KP0353
 KP0353
 KP0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0353
 KP0353.The geoid height was determined by GEOID03.
 KP0353
 KP0353;                    North         East     Units Scale Factor Converg.
 KP0353;SPC NV E     - 8,500,717.256   261,612.278   MT  0.99994672   +0 27 06.5
 KP0353;SPC NV E     -27,889,436.53    858,306.28   sFT  0.99994672   +0 27 06.5
 KP0353;UTM  11      - 4,347,807.249   683,823.210   MT  1.00001607   +1 20 55.4
 KP0353
 KP0353                          SUPERSEDED SURVEY CONTROL
 KP0353
 KP0353  NAD 83(1994)-  39 15 36.45553(N)    114 52 09.85127(W) AD(       ) 4
 KP0353  NAD 83(1986)-  39 15 36.45295(N)    114 52 09.84695(W) AD(       ) 4
 KP0353  NAD 27      -  39 15 36.66639(N)    114 52 06.78686(W) AD(       ) 3
 KP0353
 KP0353.Superseded values are not recommended for survey control.
 KP0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0353.See file dsdata.txt to determine how the superseded data were derived.
 KP0353
 KP0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD8382347807(NAD 83)
 KP0353_MARKER: 53 = ELEVATED TANK
 KP0353
 KP0353  HISTORY     - Date     Condition        Report By
 KP0353  HISTORY     - 1954     FIRST OBSERVED   CGS
 KP0353  HISTORY     - 1967     GOOD             CGS
 KP0353  HISTORY     - 1974     GOOD             NGS
 KP0353  HISTORY     - 1979     GOOD             NGS
 KP0353
 KP0353                          STATION DESCRIPTION
 KP0353
 KP0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0353'THE POINT INTERSECTED WAS THE TOP-CENTER OF AN ELEVATED STEEL
 KP0353'TANK, SUPPORTED BY 4 STEEL LEGS, PAINTED BLACK AND IS ABOUT 100
 KP0353'FEET HIGH.
 KP0353'
 KP0353'TO REACH FROM THE POST OFFICE IN EAST ELY, GO NORTH ON 11TH
 KP0353'STREET FOR 0.2 MILE TO THE DEPOT AND THE WATER TANK ABOUT
 KP0353'200 FEET NORTH OF THE DEPOT.
 KP0353'
 KP0353'PREVIOUSLY LISTED AS--ELY BLACK WATER TANK 1954.
 KP0353
 KP0353                          STATION RECOVERY (1974)
 KP0353
 KP0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 KP0353'STATION WAS RECOVERED AS DESCRIBED.
 KP0353'
 KP0353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN EAST ELY
 KP0353
 KP0353                          STATION RECOVERY (1979)
 KP0353
 KP0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 KP0353'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KP0353'
 KP0353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE TOWN OF
 KP0353'EAST ELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1236 ***********************************************************************
 JR1236  DESIGNATION -  EAST PEAK
 JR1236  PID         -  JR1236
 JR1236  STATE/COUNTY-  NV/DOUGLAS
 JR1236  USGS QUAD   -  SOUTH LAKE TAHOE (1992)
 JR1236
 JR1236                         *CURRENT SURVEY CONTROL
 JR1236  ___________________________________________________________________
 JR1236* NAD 83(1994)-  38 56 32.98473(N)    119 54 26.49714(W)     ADJUSTED  
 JR1236* NAVD 88     -      2924.     (meters)    9593.     (feet)  SCALED    
 JR1236  ___________________________________________________________________
 JR1236  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 JR1236  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 JR1236
 JR1236  HORZ ORDER  -  THIRD
 JR1236
 JR1236.The horizontal coordinates were established by classical geodetic methods
 JR1236.and adjusted by the National Geodetic Survey in June 1998..
 JR1236
 JR1236.The orthometric height was scaled from a topographic map.
 JR1236
 JR1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1236
 JR1236.The geoid height was determined by GEOID03.
 JR1236
 JR1236;                    North         East     Units Scale Factor Converg.
 JR1236;SPC NV W     - 4,466,048.949   685,220.833   MT  1.00006217   -0 49 56.3
 JR1236;SPC NV W     -14,652,362.26  2,248,095.35   sFT  1.00006217   -0 49 56.3
 JR1236;SPC CA 2     -   643,712.290 2,181,393.536   MT  0.99991774   +1 19 09.6
 JR1236;SPC CA 2     - 2,111,912.74  7,156,788.63   sFT  0.99991774   +1 19 09.6
 JR1236;SPC CA 3     -   771,259.642 2,051,386.916   MT  1.00014569   +0 21 46.2
 JR1236;SPC CA 3     - 2,530,374.34  6,730,258.57   sFT  1.00014569   +0 21 46.2
 JR1236;UTM  11      - 4,314,415.556   248,019.995   MT  1.00038191   -1 49 42.1
 JR1236
 JR1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1236!SPC NV W     -   0.99954518  x   1.00006217  =   0.99960732
 JR1236!SPC CA 2     -   0.99954518  x   0.99991774  =   0.99946296
 JR1236!SPC CA 3     -   0.99954518  x   1.00014569  =   0.99969080
 JR1236!UTM  11      -   0.99954518  x   1.00038191  =   0.99992692
 JR1236
 JR1236:                Primary Azimuth Mark                     Grid Az
 JR1236:SPC NV W     -  CASTLE ROCK                              359 26 35.3
 JR1236:SPC CA 2     -  CASTLE ROCK                              357 17 29.4
 JR1236:SPC CA 3     -  CASTLE ROCK                              358 14 52.8
 JR1236:UTM  11      -  CASTLE ROCK                              000 26 21.1
 JR1236
 JR1236|---------------------------------------------------------------------|
 JR1236| PID    Reference Object                     Distance      Geod. Az  |
 JR1236|                                                           dddmmss.s |
 JR1236| JR1253 CASTLE ROCK                         APPROX. 5.3 KM 3583639.0 |
 JR1236|---------------------------------------------------------------------|
 JR1236
 JR1236                          SUPERSEDED SURVEY CONTROL
 JR1236
 JR1236  NAD 83(1992)-  38 56 32.98467(N)    119 54 26.49717(W) AD(       ) 3
 JR1236  NAD 83(1986)-  38 56 32.96520(N)    119 54 26.46748(W) AD(       ) 3
 JR1236  NAD 27      -  38 56 33.28800(N)    119 54 22.82000(W) AD(       ) 3
 JR1236
 JR1236.Superseded values are not recommended for survey control.
 JR1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1236.See file dsdata.txt to determine how the superseded data were derived.
 JR1236
 JR1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4802014416(NAD 83)
 JR1236_MARKER: DD = SURVEY DISK
 JR1236_SETTING: 80 = SET IN A BOULDER
 JR1236_SP_SET: SET IN DRILL HOLE IN A BOULDER
 JR1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR1236+STABILITY: SURFACE MOTION
 JR1236
 JR1236  HISTORY     - Date     Condition        Report By
 JR1236  HISTORY     - 1893     MONUMENTED       CGS
 JR1236  HISTORY     - 1897     SEE DESCRIPTION  CGS
 JR1236  HISTORY     - 1954     SEE DESCRIPTION  USGS
 JR1236
 JR1236                          STATION DESCRIPTION
 JR1236
 JR1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1897
 JR1236'THE HIGHEST SUMMIT OF THE MOUNTAINS DUE EAST OF THE SOUTHEAST
 JR1236'END OF LAKE TAHOE.  THE STATION IS MARKED BY A DRILL HOLE IN A
 JR1236'ROCK AT THE HIGHEST POINT OF THE PEAK AND BY A PILE OF ROCKS
 JR1236'5 FEET HIGH AND 8 FEET IN DIAMETER AT THE BASE AROUND THE FOOT
 JR1236'OF THE SIGNAL POLE.
 JR1236
 JR1236                          STATION RECOVERY (1954)
 JR1236
 JR1236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JR1236'DESCRIBED IN NATIONAL GEODETIC SURVEY DESCRIPTION LIST 38 119 4,
 JR1236'STATION 1074.  ALL MARKS IN GOOD CONDITION EXCEPT AS FOLLOWS--
 JR1236'
 JR1236'A STANDARD TABLET WAS CEMENTED IN NGS DRILL HOLE.  REVISED
 JR1236'DESCRIPTION FOLLOWS--
 JR1236'
 JR1236'TO REACH FROM ZEPHYR COVE BEACH LODGE ON SOUTHEAST SHORE OF
 JR1236'LAKE TAHOE, DRIVE S. ON U.S. HWY. 50 FOR 3.3 MI.  TURN SHARP LEFT
 JR1236'ONTO KINGSBURY GRADE RD. FOR 1.2 MI.  TURN RIGHT ONTO LOGGING
 JR1236'RD. FOR 0.5 MI.  TURN LEFT AT RD. X-ING. FOR 0.4 MI.  TURN RIGHT
 JR1236'AND GO UP STEEP GRADE FOR 0.5 MI TO END OF RD.  PACK S. UP TO
 JR1236'HIGHEST POINT AND STATION.  A 2 1/2-HOUR PACK.
 JR1236'
 JR1236'STATION MARK--USGS TABLET STAMPED 1954 EAST PEAK C AND GS 1893,
 JR1236'CEMENTED INTO THE NGS DRILL HOLE.
 JR1236'
 JR1236'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0465 ***********************************************************************
 KP0465  DESIGNATION -  EAST RIDGE
 KP0465  PID         -  KP0465
 KP0465  STATE/COUNTY-  NV/WHITE PINE
 KP0465  USGS QUAD   -  HAMILTON (1990)
 KP0465
 KP0465                         *CURRENT SURVEY CONTROL
 KP0465  ___________________________________________________________________
 KP0465* NAD 83(1994)-  39 21 26.55323(N)    115 28 11.36197(W)     ADJUSTED  
 KP0465* NAVD 88     -      2621.4    (meters)    8600.     (feet)  VERTCON   
 KP0465  ___________________________________________________________________
 KP0465  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 KP0465  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 KP0465
 KP0465  HORZ ORDER  -  THIRD
 KP0465
 KP0465.The horizontal coordinates were established by classical geodetic methods
 KP0465.and adjusted by the National Geodetic Survey in June 1998..
 KP0465
 KP0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0465
 KP0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0465
 KP0465.The geoid height was determined by GEOID03.
 KP0465
 KP0465;                    North         East     Units Scale Factor Converg.
 KP0465;SPC NV E     - 8,511,276.145   209,782.379   MT  0.99990118   +0 04 19.1
 KP0465;SPC NV E     -27,924,078.49    688,261.02   sFT  0.99990118   +0 04 19.1
 KP0465;UTM  11      - 4,357,552.723   631,834.710   MT  0.99981400   +0 58 13.8
 KP0465
 KP0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0465!SPC NV E     -   0.99959211  x   0.99990118  =   0.99949333
 KP0465!UTM  11      -   0.99959211  x   0.99981400  =   0.99940619
 KP0465
 KP0465|---------------------------------------------------------------------|
 KP0465| PID    Reference Object                     Distance      Geod. Az  |
 KP0465|                                                           dddmmss.s |
 KP0465| CS8721 EAST RIDGE RM 2                       4.810 METERS 03242     |
 KP0465| CS8720 EAST RIDGE RM 1                       3.371 METERS 28725     |
 KP0465|---------------------------------------------------------------------|
 KP0465
 KP0465                          SUPERSEDED SURVEY CONTROL
 KP0465
 KP0465  NAD 83(1986)-  39 21 26.54905(N)    115 28 11.36060(W) AD(       ) 3
 KP0465  NGVD 29 (01/04/94) 2620.0    (m)         8596.     (f) VERT ANG       
 KP0465
 KP0465.Superseded values are not recommended for survey control.
 KP0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0465.See file dsdata.txt to determine how the superseded data were derived.
 KP0465
 KP0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD3183557553(NAD 83)
 KP0465_MARKER: DS = TRIANGULATION STATION DISK
 KP0465_SETTING: 66 = SET IN ROCK OUTCROP
 KP0465_SP_SET: SET IN ROCK OUTCROP
 KP0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0465+STABILITY: POSITION/ELEVATION WELL
 KP0465
 KP0465  HISTORY     - Date     Condition        Report By
 KP0465  HISTORY     - 1947     MONUMENTED       USGS
 KP0465
 KP0465                          STATION DESCRIPTION
 KP0465
 KP0465'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 KP0465'LOCATED ABOUT 7.0 MI W. OF MOORMAN RANCH ON U.S. HWY. 50.  ON
 KP0465'HIGHEST POINT OF LONG RIDGE RUNNING N.-S.
 KP0465'
 KP0465'TO REACH FROM MOORMAN RANCH ON U.S. HWY. 50, DRIVE 8.4 MI W. ON
 KP0465'U.S. HWY. 50 TO RD. FORKS.  TURN LEFT 2.4 MI S. TO Y-RD. JCT. AND
 KP0465'END OF TRUCK TRAVEL.  HIKE W. TO HIGH POINT AND STATION.  A
 KP0465'45-MINUTE PACK.
 KP0465'
 KP0465'STATION MARK--STANDARD TABLET STAMPED---EAST RIDGE 1947---,
 KP0465'CEMENTED IN ROCK OUTCROP.
 KP0465'
 KP0465'RM 1--STANDARD RM TABLET STAMPED---EAST RIDGE NO 1---, CEMENTED IN
 KP0465'ROCK OUTCROP.
 KP0465'
 KP0465'RM 2--STANDARD RM TABLET STAMPED---EAST RIDGE NO 2---, CEMENTED IN
 KP0465'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1067 ***********************************************************************
 JR1067  DESIGNATION -  EAST SISTER
 JR1067  PID         -  JR1067
 JR1067  STATE/COUNTY-  NV/LYON
 JR1067  USGS QUAD   -  DESERT CREEK PEAK (1988)
 JR1067
 JR1067                         *CURRENT SURVEY CONTROL
 JR1067  ___________________________________________________________________
 JR1067* NAD 83(1994)-  38 31 23.99791(N)    119 17 24.55554(W)     ADJUSTED  
 JR1067* NAVD 88     -      3173.     (meters)   10410.     (feet)  SCALED    
 JR1067  ___________________________________________________________________
 JR1067  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 JR1067  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 JR1067
 JR1067  HORZ ORDER  -  THIRD
 JR1067
 JR1067.The horizontal coordinates were established by classical geodetic methods
 JR1067.and adjusted by the National Geodetic Survey in June 1998..
 JR1067
 JR1067.The orthometric height was scaled from a topographic map.
 JR1067
 JR1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1067
 JR1067.The geoid height was determined by GEOID03.
 JR1067
 JR1067;                    North         East     Units Scale Factor Converg.
 JR1067;SPC NV W     - 4,418,925.286   738,367.756   MT  0.99994676   -0 26 24.9
 JR1067;SPC NV W     -14,497,757.38  2,422,461.55   sFT  0.99994676   -0 26 24.9
 JR1067;SPC CA 3     -   725,243.812 2,105,503.297   MT  1.00001996   +0 44 26.5
 JR1067;SPC CA 3     - 2,379,404.07  6,907,805.40   sFT  1.00001996   +0 44 26.5
 JR1067;UTM  11      - 4,266,368.294   300,355.812   MT  1.00009086   -1 25 36.7
 JR1067
 JR1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1067!SPC NV W     -   0.99950628  x   0.99994676  =   0.99945307
 JR1067!SPC CA 3     -   0.99950628  x   1.00001996  =   0.99952623
 JR1067!UTM  11      -   0.99950628  x   1.00009086  =   0.99959709
 JR1067
 JR1067:                Primary Azimuth Mark                     Grid Az
 JR1067:SPC NV W     -  VON SCHMIDT 254 MI 49 CHN POST           297 21 02.3
 JR1067:SPC CA 3     -  VON SCHMIDT 254 MI 49 CHN POST           296 10 10.9
 JR1067:UTM  11      -  VON SCHMIDT 254 MI 49 CHN POST           298 20 14.1
 JR1067
 JR1067|---------------------------------------------------------------------|
 JR1067| PID    Reference Object                     Distance      Geod. Az  |
 JR1067|                                                           dddmmss.s |
 JR1067| JR1064 VON SCHMIDT 254 MI 49 CHN POST      APPROX. 5.5 KM 2965437.4 |
 JR1067| JR1074 FLAT                                APPROX.11.1 KM 3041710.8 |
 JR1067|---------------------------------------------------------------------|
 JR1067
 JR1067                          SUPERSEDED SURVEY CONTROL
 JR1067
 JR1067  NAD 83(1992)-  38 31 23.99748(N)    119 17 24.55563(W) AD(       ) 3
 JR1067  NAD 83(1986)-  38 31 23.96912(N)    119 17 24.54344(W) AD(       ) 3
 JR1067  NAD 27      -  38 31 24.25700(N)    119 17 20.88800(W) AD(       ) 3
 JR1067
 JR1067.Superseded values are not recommended for survey control.
 JR1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1067.See file dsdata.txt to determine how the superseded data were derived.
 JR1067
 JR1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC0035666368(NAD 83)
 JR1067
 JR1067  HISTORY     - Date     Condition        Report By
 JR1067  HISTORY     - 1894     MONUMENTED       CGS
 JR1067
 JR1067                          STATION DESCRIPTION
 JR1067
 JR1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (CHS)
 JR1067'THE STATION IS A DRILL HOLE IN THE FAST ROCK ON THE HIGHEST
 JR1067'PART OF PEAK OR BUTTE KNOWN AS EAST SISTER.  A PILE OF STONES
 JR1067'SURROUNDS THE POLE.  THE HIGHEST SUMMIT IS SO SMALL IN AREA
 JR1067'THAT IT WILL BE EASY TO FIND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0755 ***********************************************************************
 LQ0755  DESIGNATION -  EAST TWIN
 LQ0755  PID         -  LQ0755
 LQ0755  STATE/COUNTY-  NV/ELKO
 LQ0755  USGS QUAD   -  KITTRIDGE SPRINGS (1982)
 LQ0755
 LQ0755                         *CURRENT SURVEY CONTROL
 LQ0755  ___________________________________________________________________
 LQ0755* NAD 83(1994)-  40 55 44.12553(N)    115 50 39.53975(W)     ADJUSTED  
 LQ0755* NAVD 88     -      2279.6    (meters)    7479.     (feet)  VERTCON   
 LQ0755  ___________________________________________________________________
 LQ0755  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 LQ0755  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 LQ0755
 LQ0755  HORZ ORDER  -  FIRST
 LQ0755
 LQ0755.The horizontal coordinates were established by classical geodetic methods
 LQ0755.and adjusted by the National Geodetic Survey in June 1998..
 LQ0755
 LQ0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0755
 LQ0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0755
 LQ0755.The geoid height was determined by GEOID03.
 LQ0755
 LQ0755;                    North         East     Units Scale Factor Converg.
 LQ0755;SPC NV E     - 8,685,785.928   178,020.741   MT  0.99990594   -0 10 15.5
 LQ0755;SPC NV E     -28,496,616.00    584,056.38   sFT  0.99990594   -0 10 15.5
 LQ0755;UTM  11      - 4,531,509.888   597,300.027   MT  0.99971652   +0 45 25.8
 LQ0755
 LQ0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0755!SPC NV E     -   0.99964542  x   0.99990594  =   0.99955139
 LQ0755!UTM  11      -   0.99964542  x   0.99971652  =   0.99936204
 LQ0755
 LQ0755:                Primary Azimuth Mark                     Grid Az
 LQ0755:SPC NV E     -  EAST TWIN AZ MK                          043 22 19.1
 LQ0755:UTM  11      -  EAST TWIN AZ MK                          042 26 37.8
 LQ0755
 LQ0755|---------------------------------------------------------------------|
 LQ0755| PID    Reference Object                     Distance      Geod. Az  |
 LQ0755|                                                           dddmmss.s |
 LQ0755| DD4916 EAST TWIN AZ MK                                    0431203.6 |
 LQ0755| LQ0737 AIRWAY BN 42 RENO TO SALT LAKE      APPROX.11.6 KM 1135152.8 |
 LQ0755| DD4917 EAST TWIN RM 1                        5.284 METERS 11413     |
 LQ0755| LQ0762 ELKO RADIO RANGE NE TOWER           APPROX.11.6 KM 1491936.2 |
 LQ0755| LQ0764 ELKO RADIO RANGE SE TOWER           APPROX.11.6 KM 1493550.5 |
 LQ0755| LQ0758 ELKO RADIO RANGE CENTER TOWER       APPROX.11.6 KM 1494133.1 |
 LQ0755| LQ0761 ELKO RADIO RANGE NW TOWER           APPROX.11.5 KM 1494718.1 |
 LQ0755| LQ0760 ELKO RADIO RANGE SW TOWER           APPROX.11.6 KM 1500325.1 |
 LQ0755| DD4918 EAST TWIN RM 2                        8.445 METERS 18229     |
 LQ0755| LQ0749 AIRWAY BN 40 RENO TO SALT LAKE      APPROX.25.1 KM 2080507.1 |
 LQ0755|---------------------------------------------------------------------|
 LQ0755
 LQ0755                          SUPERSEDED SURVEY CONTROL
 LQ0755
 LQ0755  NAD 83(1986)-  40 55 44.12744(N)    115 50 39.53188(W) AD(       ) 1
 LQ0755  NAD 27      -  40 55 44.42700(N)    115 50 36.27100(W) AD(       ) 1
 LQ0755  NGVD 29 (07/19/86) 2278.4    (m)         7475.     (f) VERT ANG       
 LQ0755
 LQ0755.Superseded values are not recommended for survey control.
 LQ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0755.See file dsdata.txt to determine how the superseded data were derived.
 LQ0755
 LQ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF9730031510(NAD 83)
 LQ0755_MARKER: DS = TRIANGULATION STATION DISK
 LQ0755_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0755_SP_SET: PARTIALLY EXPOSED BEDROCK
 LQ0755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0755+STABILITY: POSITION/ELEVATION WELL
 LQ0755
 LQ0755  HISTORY     - Date     Condition        Report By
 LQ0755  HISTORY     - 1940     MONUMENTED       CGS
 LQ0755  HISTORY     - 1943     GOOD             CGS
 LQ0755  HISTORY     - 1958     GOOD             CGS
 LQ0755  HISTORY     - 1961     GOOD             USGS
 LQ0755
 LQ0755                          STATION DESCRIPTION
 LQ0755
 LQ0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LQ0755'STATION IS LOCATED ABOUT 7-1/2 MILES NNW OF ELKO ON THE NE
 LQ0755'AND HIGHER OF TWO CONICAL, BLACK MOUNTAINS.
 LQ0755'
 LQ0755'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK
 LQ0755'ON HIGHEST POINT OF HILL, FLUSH WITH THE GROUND.  STAMPED
 LQ0755'EAST TWIN 1940.
 LQ0755'
 LQ0755'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK,
 LQ0755'ABOUT 17 FEET ESE OF STATION AND ABOUT 1-1/2 FEET LOWER THAN
 LQ0755'STATION AND FLUSH WITH THE GROUND.  STAMPED EAST TWIN NO. 1
 LQ0755'1940.
 LQ0755'
 LQ0755'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK,
 LQ0755'ABOUT 28 FEET S OF STATION AND ABOUT 1-1/2 FEET LOWER THAN
 LQ0755'STATION, AND FLUSH WITH THE GROUND.  STAMPED EAST TWIN NO. 2
 LQ0755'1940.
 LQ0755'
 LQ0755'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK ABOUT 0.4
 LQ0755'MILE NE OF STATION ABOUT 250 FEET LOWER IN ELEVATION ON
 LQ0755'SIDE OF RIDGE AND ABOUT 20 FEET LOWER THAN CREST.  MARK
 LQ0755'PROJECTS ABOUT 3 FEET ABOVE THE GROUND.  STAMPED EAST TWIN
 LQ0755'1940.
 LQ0755'
 LQ0755'REACHED FROM ELKO, AT THE INTERSECTION OF U.S. HIGHWAY 40
 LQ0755'AND 5TH STREET, BY FOLLOWING 5TH STREET NW, FOR 9.6 MILES
 LQ0755'TO TOP OF LONG GRADE.  TURN LEFT, SW, ACROSS SMALL FLAT AND
 LQ0755'UP RIDGE FOR 0.2 MILE TO END OF TRUCK TRAVEL.  PACK SW UP
 LQ0755'RIDGE TO HIGHEST POINT AND STATION.  (1/2-HOUR PACK.)
 LQ0755
 LQ0755                          STATION RECOVERY (1943)
 LQ0755
 LQ0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HJB)
 LQ0755'RECOVERED, IN GOOD CONDITION, AS DESCRIBED IN ORIGINAL
 LQ0755'DESCRIPTION.  DESCRIPTION ADEQUATE.
 LQ0755
 LQ0755                          STATION RECOVERY (1958)
 LQ0755
 LQ0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LQ0755'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LQ0755'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 LQ0755'MARKS CHECKED THOSE OF THE 1940 OBSERVATIONS WITH IN ACCEPTABLE
 LQ0755'LIMITS.
 LQ0755'
 LQ0755'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 LQ0755'40 AND 5TH. STREET IN ELKO GO NORTHWEST ON 5TH STREET FOR
 LQ0755'6.6 MILES TO A FORK, THE RIGHT FORK GOES TO THE BELL TELEPHONE
 LQ0755'RELAY STATION, KEEP THE LEFT FORK FOR 2.1 MILES TO THE CREST
 LQ0755'OF THE FIRST PROMINENT SADDLE.  HERE TURN LEFT OFF THE ROAD
 LQ0755'AND FOLLOW THE CREST OF THE RIDGE TO THE HIGHEST POINT AND
 LQ0755'THE STATION SITE, A DISTANCE OF 0.6 MILE.  A 4 WHEEL DRIVE
 LQ0755'STATION ONLY WITH A POWER WAGON OR EQUIVELENT VEHICLE.
 LQ0755'
 LQ0755'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 LQ0755
 LQ0755                          STATION RECOVERY (1961)
 LQ0755
 LQ0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LQ0755'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-4 STATION 1015.
 LQ0755'STATION MARK--STANDARD DISC STAMPED---EAST TWIN 1940---SET IN BEDROCK
 LQ0755'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0418 ***********************************************************************
 KP0418  DESIGNATION -  EASTSIDE
 KP0418  PID         -  KP0418
 KP0418  STATE/COUNTY-  NV/WHITE PINE
 KP0418  USGS QUAD   -  SILVERADO MOUNTAIN (1990)
 KP0418
 KP0418                         *CURRENT SURVEY CONTROL
 KP0418  ___________________________________________________________________
 KP0418* NAD 83(1994)-  39 25 23.56809(N)    115 48 42.50223(W)     ADJUSTED  
 KP0418* NAVD 88     -      1832.5    (meters)    6012.     (feet)  VERTCON   
 KP0418  ___________________________________________________________________
 KP0418  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 KP0418  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 KP0418
 KP0418  HORZ ORDER  -  SECOND
 KP0418
 KP0418.The horizontal coordinates were established by classical geodetic methods
 KP0418.and adjusted by the National Geodetic Survey in June 1998..
 KP0418
 KP0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0418
 KP0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0418
 KP0418.The geoid height was determined by GEOID03.
 KP0418
 KP0418;                    North         East     Units Scale Factor Converg.
 KP0418;SPC NV E     - 8,518,603.644   180,328.621   MT  0.99990476   -0 08 42.3
 KP0418;SPC NV E     -27,948,118.79    591,628.15   sFT  0.99990476   -0 08 42.3
 KP0418;UTM  11      - 4,364,416.231   602,273.487   MT  0.99972878   +0 45 16.6
 KP0418
 KP0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0418!SPC NV E     -   0.99971585  x   0.99990476  =   0.99962064
 KP0418!UTM  11      -   0.99971585  x   0.99972878  =   0.99944471
 KP0418
 KP0418|---------------------------------------------------------------------|
 KP0418| PID    Reference Object                     Distance      Geod. Az  |
 KP0418|                                                           dddmmss.s |
 KP0418| DD4922 EASTSIDE RM 1                        11.578 METERS 01244     |
 KP0418| DD4923 EASTSIDE RM 2                         9.656 METERS 09907     |
 KP0418| DD4921 EASTSIDE AZ MK                                     1960827.2 |
 KP0418|---------------------------------------------------------------------|
 KP0418
 KP0418                          SUPERSEDED SURVEY CONTROL
 KP0418
 KP0418  NAD 83(1986)-  39 25 23.56502(N)    115 48 42.50174(W) AD(       ) 2
 KP0418  NAD 27      -  39 25 23.81800(N)    115 48 39.32200(W) AD(       ) 2
 KP0418  NGVD 29 (07/19/86) 1831.2    (m)         6008.     (f) VERT ANG       
 KP0418
 KP0418.Superseded values are not recommended for survey control.
 KP0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0418.See file dsdata.txt to determine how the superseded data were derived.
 KP0418
 KP0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD0227364416(NAD 83)
 KP0418_MARKER: DS = TRIANGULATION STATION DISK
 KP0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0418_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KP0418
 KP0418  HISTORY     - Date     Condition        Report By
 KP0418  HISTORY     - 1954     MONUMENTED       CGS
 KP0418
 KP0418                          STATION DESCRIPTION
 KP0418
 KP0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0418'THE STATION IS LOCATED 10 MILES AIR-LINE SOUTHEAST OF EUREKA,
 KP0418'ON THE EAST SIDE OF A GRAVELED ROAD WHICH RUNS NORTH ALONG THE
 KP0418'EAST SIDE OF THE DIAMOND MOUNTAINS.  IT IS ABOUT 3-1/2 MILES
 KP0418'NORTH FROM THE JUNCTION OF THIS ROAD WITH U.S. HIGHWAY 50,
 KP0418'WHERE THE ROAD MAKES A CUT ABOUT 3 FEET DEEP THROUGH A SLIGHT
 KP0418'RISE.  IT IS ABOUT 50 YARDS NORTHEAST OF A CULVERT, 94 FEET EAST
 KP0418'OF THE APPROXIMATE CENTER LINE OF THE ROAD, AND 5 FEET EAST
 KP0418'OF A WHITE WITNESS POST.
 KP0418'
 KP0418'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA, GO SOUTH
 KP0418'AND EAST ON U.S. HIGHWAY 50 FOR 15.4 MILES TO A GRADED, GRAVELED
 KP0418'ROAD TO THE LEFT AND A SIGN NEWARK VALLEY, ELKO 116.  TURN LEFT
 KP0418'AND GO NORTH AS PER SIGN FOR 3.1 MILES TO THE AZIMUTH MARK ON
 KP0418'THE RIGHT (EAST) SIDE OF THE ROAD.  CONTINUE NORTH ON THE ROAD
 KP0418'FOR 0.45 MILE TO THE STATION AS DESCRIBED.
 KP0418'
 KP0418'THE STATION MARK IS A STANDARD DISK STAMPED EASTSIDE 1954 WHICH
 KP0418'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS 12 INCHES IN
 KP0418'DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND.
 KP0418'
 KP0418'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISKS STAMPED
 KP0418'EASTSIDE NO 1 1954 AND EASTSIDE NO 2 1954 RESPECTIVELY.  EACH IS
 KP0418'SET IN THE TOP OF A CONCRETE CYLINDER 12 INCHES IN DIAMETER
 KP0418'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT 1
 KP0418'FOOT LOWER THAN THE STATION MARK.
 KP0418'
 KP0418'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EASTSIDE 1954 WHICH
 KP0418'IS SET IN THE TOP OF A CONCRETE CYLINDER ABOUT 12 INCHES IN
 KP0418'DIAMETER WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT
 KP0418'IS 65 FEET NORTHEAST OF A CULVERT, 36 FEET EAST OF THE
 KP0418'APPROXIMATE CENTER LINE OF THE GRAVELED ROAD AND 4 FEET EAST
 KP0418'OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8160 ***********************************************************************
 AH8160  DESIGNATION -  EASTSIDE
 AH8160  PID         -  AH8160
 AH8160  STATE/COUNTY-  NV/MINERAL
 AH8160  USGS QUAD   -  BASALT (1982)
 AH8160
 AH8160                         *CURRENT SURVEY CONTROL
 AH8160  ___________________________________________________________________
 AH8160* NAD 83(1994)-  38 04 00.51843(N)    118 20 58.20085(W)     ADJUSTED  
 AH8160* NAVD 88     -      2309.3    (meters)    7576.     (feet)  VERTCON   
 AH8160  ___________________________________________________________________
 AH8160  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 AH8160  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AH8160
 AH8160  HORZ ORDER  -  THIRD
 AH8160
 AH8160.The horizontal coordinates were established by classical geodetic methods
 AH8160.and adjusted by the National Geodetic Survey in February 1999..
 AH8160
 AH8160.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8160
 AH8160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8160
 AH8160.The geoid height was determined by GEOID03.
 AH8160
 AH8160;                    North         East     Units Scale Factor Converg.
 AH8160;SPC NV W     - 4,368,044.490   820,517.451   MT  0.99990518   +0 08 39.0
 AH8160;SPC NV W     -14,330,825.96  2,691,981.00   sFT  0.99990518   +0 08 39.0
 AH8160;UTM  11      - 4,214,087.501   381,622.407   MT  0.99977259   -0 49 55.8
 AH8160
 AH8160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8160!SPC NV W     -   0.99964167  x   0.99990518  =   0.99954689
 AH8160!UTM  11      -   0.99964167  x   0.99977259  =   0.99941435
 AH8160
 AH8160                          SUPERSEDED SURVEY CONTROL
 AH8160
 AH8160  NGVD 29 (02/26/99) 2308.0    (m)         7572.     (f) VERT ANG       
 AH8160
 AH8160.Superseded values are not recommended for survey control.
 AH8160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8160.See file dsdata.txt to determine how the superseded data were derived.
 AH8160
 AH8160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC8162214088(NAD 83)
 AH8160_MARKER: DS = TRIANGULATION STATION DISK
 AH8160_SETTING: 66 = SET IN ROCK OUTCROP
 AH8160_PROJECTION: FLUSH
 AH8160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8160+STABILITY: POSITION/ELEVATION WELL
 AH8160
 AH8160  HISTORY     - Date     Condition        Report By
 AH8160  HISTORY     - 1967     MONUMENTED       USGS
 AH8160
 AH8160                          STATION DESCRIPTION
 AH8160
 AH8160'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AH8160'LOCATED ABOUT 12 MI. (AIRLINE) S. OF MARIETTA, ABOUT 6 MI. NW. OF
 AH8160'BASALT, ABOUT 5.2 MI. SSW. OF GERMAN SPRING, ON A PROMINENT TIMBERED
 AH8160'TOP.
 AH8160'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 10, GO
 AH8160'N. ON HIGHWAY 10 FOR 1.3 MI. TO RD. FORK W., THENCE NW. ON DIRT RD.
 AH8160'FOR 2.3 MI. TO RD. FORK, CONTINUE ON MAIN-TRAVELED RD. (W.) FOR 1.3
 AH8160'MI. TO Y-RD. FORK, TAKE RIGHT FORK (NW.) FOR 1.6 MI. TO T-RD. FORK,
 AH8160'TAKE RIGHT FORK (N.) FOR 0.6 MI. TO SMALL HILL ON LEFT, TURN RIGHT
 AH8160'(E.) FOLLOWING DIM TRACK RD. UP CANYON FOR 0.8 MI. TO END OF TRUCK
 AH8160'TRAVEL.  PACK UP RIDGE TO S. AND FOLLOW RIDGE TO HIGHEST POINT OF TOP
 AH8160'AND STATION.
 AH8160'STATION MARK--STANDARD TABLET STAMPED---EASTSIDE 1967--- CEMENTED IN
 AH8160'ROCK OUTCROP.
 AH8160'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 AH8160'1967--- CEMENTED IN ROCK OUTCROP, 23.18 FT. FROM STATION MARK IN
 AH8160'DIRECT 137 DEGREES 19 MINUTES.
 AH8160'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 AH8160'1967--- CEMENTED IN ROCK OUTCROP, 32.52 FT. FROM STATION MARK IN
 AH8160'DIRECT 243 DEGREES 18 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0361 ***********************************************************************
 KP0361  DESIGNATION -  EASY
 KP0361  PID         -  KP0361
 KP0361  STATE/COUNTY-  NV/WHITE PINE
 KP0361  USGS QUAD   -  CHERRY SPRING (1982)
 KP0361
 KP0361                         *CURRENT SURVEY CONTROL
 KP0361  ___________________________________________________________________
 KP0361* NAD 83(1994)-  39 56 55.36262(N)    114 42 03.41822(W)     ADJUSTED  
 KP0361* NAVD 88     -      1837.2    (meters)    6028.     (feet)  VERTCON   
 KP0361  ___________________________________________________________________
 KP0361  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 KP0361  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 KP0361
 KP0361  HORZ ORDER  -  SECOND
 KP0361
 KP0361.The horizontal coordinates were established by classical geodetic methods
 KP0361.and adjusted by the National Geodetic Survey in June 1998..
 KP0361
 KP0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0361
 KP0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0361
 KP0361.The geoid height was determined by GEOID03.
 KP0361
 KP0361;                    North         East     Units Scale Factor Converg.
 KP0361;SPC NV E     - 8,577,291.083   275,399.491   MT  0.99996997   +0 33 59.8
 KP0361;SPC NV E     -28,140,662.49    903,539.83   sFT  0.99996997   +0 33 59.8
 KP0361;UTM  11      - 4,424,595.654   696,402.360   MT  1.00007490   +1 28 36.1
 KP0361
 KP0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0361!SPC NV E     -   0.99971490  x   0.99996997  =   0.99968487
 KP0361!UTM  11      -   0.99971490  x   1.00007490  =   0.99978977
 KP0361
 KP0361|---------------------------------------------------------------------|
 KP0361| PID    Reference Object                     Distance      Geod. Az  |
 KP0361|                                                           dddmmss.s |
 KP0361| DD4925 EASY RM 1                            13.613 METERS 11951     |
 KP0361| DD4924 EASY AZ MK                                         2030253.5 |
 KP0361| DD4926 EASY RM 2                            14.418 METERS 21037     |
 KP0361|---------------------------------------------------------------------|
 KP0361
 KP0361                          SUPERSEDED SURVEY CONTROL
 KP0361
 KP0361  NAD 83(1994)-  39 56 55.36193(N)    114 42 03.41762(W) AD(       ) 2
 KP0361  NAD 83(1986)-  39 56 55.35848(N)    114 42 03.41704(W) AD(       ) 2
 KP0361  NAD 27      -  39 56 55.59587(N)    114 42 00.33746(W) AD(       ) 2
 KP0361  NGVD 29 (07/19/86) 1836.0    (m)         6024.     (f) VERT ANG       
 KP0361
 KP0361.Superseded values are not recommended for survey control.
 KP0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0361.See file dsdata.txt to determine how the superseded data were derived.
 KP0361
 KP0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE9640224596(NAD 83)
 KP0361_MARKER: DS = TRIANGULATION STATION DISK
 KP0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0361_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KP0361
 KP0361  HISTORY     - Date     Condition        Report By
 KP0361  HISTORY     - 1965     MONUMENTED       CGS
 KP0361  HISTORY     - 1967     GOOD             CGS
 KP0361
 KP0361                          STATION DESCRIPTION
 KP0361
 KP0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KP0361'STATION IS LOCATED ABOUT 39 MILES NORTH OF MC GILL, 11 MILES
 KP0361'NORTHEAST OF CHERRY CREEK, ABOUT 10 MILES SOUTHWEST OF THE
 KP0361'JUNCTION OF U.S. HIGHWAYS 93 AND ALTERNATE 50 AND ON THE EAST
 KP0361'SIDE OF U.S. HIGHWAY 93 AND ALTERNATE 50.
 KP0361'
 KP0361'TO REACH FROM THE POST OFFICE IN MC GILL, GO NORTH ON U.S.
 KP0361'HIGHWAYS 93 AND ALTERNATE 50 FOR 33.7 MILES TO THE JUNCTION
 KP0361'OF STATE ROUTE 35, CONTINUE NORTH ON U.S. HIGHWAY 93 AND
 KP0361'ALTERNATE 50 FOR 4.45 MILES TO CONCRETE CULVERT AND AZIMUTH
 KP0361'MARK AS DESCRIBED, CONTINUE NORTH ON HIGHWAY 0.15 MILE TO SIGN
 KP0361'WATCH FOR LIVESTOCK, CONTINUE NORTH ON HIGHWAY 0.25 MILE TO
 KP0361'STATION ON RIGHT AS DESCRIBED.
 KP0361'
 KP0361'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED EASY 1965,
 KP0361'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 KP0361'6 INCHES.  THE MARK IS 86 FEET EAST OF CENTER OF HIGHWAY, 67
 KP0361'FEET NORTH OF CENTER OF TRACK ROAD AND 5.3 FEET EAST OF WITNESS
 KP0361'POST.
 KP0361'
 KP0361'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED EASY NO 1
 KP0361'1965, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 KP0361'ABOUT 6 INCHES.  THE MARK IS 131 FEET EAST OF CENTER OF HIGHWAY,
 KP0361'60 FEET NORTH OF CENTER OF TRACK ROAD AND 50 FEET EAST OF THE
 KP0361'WITNESS POST.
 KP0361'
 KP0361'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED EASY NO 2
 KP0361'1965, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 KP0361'ABOUT 4 INCHES.  THE MARK IS 78 FEET EAST OF CENTER OF
 KP0361'HIGHWAY, 46.3 FEET SOUTH OF THE WITNESS POST AND 20.5 FEET NORTH
 KP0361'OF CENTER OF TRACK ROAD.
 KP0361'
 KP0361'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED EASY 1965, IS
 KP0361'SET IN A DRILL HOLE 1 FOOT NORTH OF THE SOUTHEAST CORNER OF
 KP0361'EAST ABUTMENT OF CONCRETE CULVERT.  THE MARK IS 22.5 FEET EAST
 KP0361'OF CENTER OF HIGHWAY AND 4 FEET EAST-NORTHEAST OF HIGHWAY MARKER.
 KP0361'
 KP0361'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KP0361
 KP0361                          STATION RECOVERY (1967)
 KP0361
 KP0361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0361'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1965 DESCRIPTION
 KP0361'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THIS
 KP0361'STATION WAS USED FOR CHECK ANGLE PURPOSE ONLY AT THIS TIME AND
 KP0361'WAS NOT OCCUPIED.  THE 1965 DESCRIPTION IS ADEQUATE.
 KP0361'
 KP0361'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 KP0361'NORTHEAST OF CHERRY CREEK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1383 ***********************************************************************
 FS1383  DESIGNATION -  EASY
 FS1383  PID         -  FS1383
 FS1383  STATE/COUNTY-  NV/CLARK
 FS1383  USGS QUAD   -  SLOAN SE (1989)
 FS1383
 FS1383                         *CURRENT SURVEY CONTROL
 FS1383  ___________________________________________________________________
 FS1383* NAD 83(1994)-  35 47 22.38869(N)    115 00 22.11505(W)     ADJUSTED  
 FS1383* NAVD 88     -       554.8    (meters)    1820.     (feet)  VERTCON   
 FS1383  ___________________________________________________________________
 FS1383  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FS1383  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FS1383
 FS1383  HORZ ORDER  -  THIRD
 FS1383
 FS1383.The horizontal coordinates were established by classical geodetic methods
 FS1383.and adjusted by the National Geodetic Survey in June 1998..
 FS1383
 FS1383.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1383
 FS1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1383
 FS1383.The geoid height was determined by GEOID03.
 FS1383
 FS1383;                    North         East     Units Scale Factor Converg.
 FS1383;SPC NV E     - 8,115,475.855   252,174.582   MT  0.99993353   +0 20 15.2
 FS1383;SPC NV E     -26,625,523.70    827,342.77   sFT  0.99993353   +0 20 15.2
 FS1383;UTM  11      - 3,962,441.101   680,189.406   MT  1.00000010   +1 09 58.8
 FS1383
 FS1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1383!SPC NV E     -   0.99991743  x   0.99993353  =   0.99985097
 FS1383!UTM  11      -   0.99991743  x   1.00000010  =   0.99991753
 FS1383
 FS1383|---------------------------------------------------------------------|
 FS1383| PID    Reference Object                     Distance      Geod. Az  |
 FS1383|                                                           dddmmss.s |
 FS1383| CS5951 EASY RM 2                            12.067 METERS 10807     |
 FS1383| CS5950 EASY RM 1                            25.463 METERS 30743     |
 FS1383|---------------------------------------------------------------------|
 FS1383
 FS1383                          SUPERSEDED SURVEY CONTROL
 FS1383
 FS1383  NAD 83(1992)-  35 47 22.38780(N)    115 00 22.11669(W) AD(1991.35) 3
 FS1383  NAD 83(1992)-  35 47 22.38787(N)    115 00 22.11662(W) AD(       ) 3
 FS1383  NAD 83(1992)-  35 47 22.38680(N)    115 00 22.11655(W) AD(       ) 3
 FS1383  NAD 83(1986)-  35 47 22.38439(N)    115 00 22.10472(W) AD(       ) 3
 FS1383  NGVD 29 (05/21/91)  554.1    (m)         1818.     (f) VERT ANG       
 FS1383
 FS1383.Superseded values are not recommended for survey control.
 FS1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1383.See file dsdata.txt to determine how the superseded data were derived.
 FS1383
 FS1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV8018962441(NAD 83)
 FS1383_MARKER: DS = TRIANGULATION STATION DISK
 FS1383_SETTING: 80 = SET IN A BOULDER
 FS1383_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FS1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1383+STABILITY: SURFACE MOTION
 FS1383
 FS1383  HISTORY     - Date     Condition        Report By
 FS1383  HISTORY     - 1957     MONUMENTED       USGS
 FS1383  HISTORY     - 1958     GOOD             USGS
 FS1383
 FS1383                          STATION DESCRIPTION
 FS1383
 FS1383'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FS1383'LOCATED ABOUT 16 MI SW. OF BOULDER CITY, 13 MI NW. OF NELSON, 1
 FS1383'MI S. OF INTERSECTION OF THREE-LINE AND SINGLE-LINE TRANSMISSION
 FS1383'LINES, DIRECTLY UNDER CENTERLINE OF TRANSMISSION LINE NEAR POINT
 FS1383'WHERE IT IS JOINED BY SECOND TRANSMISSION LINE, 112 FT W. OF RD.
 FS1383'FORKS.
 FS1383'
 FS1383'TO REACH FROM JCT. OF U.S. HWYS. 466 AND 93 WITH U.S. HWY. 95,
 FS1383'DRIVE 7.9 MI S. ON U.S. HWY. 95 TO POINT WHERE THREE TRANSMISSION
 FS1383'LINES CROSS HWY.  TURN RIGHT 4.5 MI SW. FOLLOWING TRANSMISSION
 FS1383'LINE ON POWER LINE RD. TO INTERSECTION WITH TRANSMISSION LINE
 FS1383'FROM N.  TURN LEFT 1.4 MI S. FOLLOWING RD. TO RD. FORKS NEAR JCT.
 FS1383'OF TWO TRANSMISSION LINES.  STATION IS 112 FT W. OF RD. FORKS.
 FS1383'
 FS1383'STATION MARK--STANDARD TABLET STAMPED---EASY 1957---, CEMENTED IN
 FS1383'DRILL HOLE IN BURIED BOULDER.
 FS1383'
 FS1383'RM 1--STANDARD RM TABLET STAMPED---NO 1 1957---, IN DRILL HOLE IN
 FS1383'BURIED BOULDER.
 FS1383'
 FS1383'RM 2--STANDARD RM TABLET STAMPED---NO 2 1957---, CEMENTED IN DRILL
 FS1383'HOLE IN BURIED BOULDER.
 FS1383
 FS1383                          STATION RECOVERY (1958)
 FS1383
 FS1383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FS1383'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7046 ***********************************************************************
 AH7046  DESIGNATION -  ECCLES
 AH7046  PID         -  AH7046
 AH7046  STATE/COUNTY-  NV/ELKO
 AH7046  USGS QUAD   -  DELANO PEAK (1989)
 AH7046
 AH7046                         *CURRENT SURVEY CONTROL
 AH7046  ___________________________________________________________________
 AH7046* NAD 83(1994)-  41 35 23.08888(N)    114 21 43.89451(W)     ADJUSTED  
 AH7046* NAVD 88     -      1861.9    (meters)    6109.     (feet)  VERTCON   
 AH7046  ___________________________________________________________________
 AH7046  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 AH7046  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 AH7046
 AH7046  HORZ ORDER  -  THIRD
 AH7046
 AH7046.The horizontal coordinates were established by classical geodetic methods
 AH7046.and adjusted by the National Geodetic Survey in January 1999..
 AH7046
 AH7046.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7046
 AH7046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7046
 AH7046.The geoid height was determined by GEOID03.
 AH7046
 AH7046;                    North         East     Units Scale Factor Converg.
 AH7046;SPC NV E     - 8,759,856.336   301,810.403   MT  1.00002752   +0 48 38.4
 AH7046;SPC NV E     -28,739,628.66    990,189.63   sFT  1.00002752   +0 48 38.4
 AH7046;UTM  11      - 4,607,588.707   719,863.830   MT  1.00019492   +1 45 06.0
 AH7046
 AH7046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7046!SPC NV E     -   0.99971054  x   1.00002752  =   0.99973806
 AH7046!UTM  11      -   0.99971054  x   1.00019492  =   0.99990541
 AH7046
 AH7046                          SUPERSEDED SURVEY CONTROL
 AH7046
 AH7046  NGVD 29 (01/22/99) 1860.8    (m)         6105.     (f) VERT ANG       
 AH7046
 AH7046.Superseded values are not recommended for survey control.
 AH7046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7046.See file dsdata.txt to determine how the superseded data were derived.
 AH7046
 AH7046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG1986407589(NAD 83)
 AH7046_MARKER: Z = SEE DESCRIPTION
 AH7046_SETTING: 0 = UNSPECIFIED SETTING
 AH7046_PROJECTION: FLUSH
 AH7046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7046
 AH7046  HISTORY     - Date     Condition        Report By
 AH7046  HISTORY     - 1957     MONUMENTED       USGS
 AH7046
 AH7046                          STATION DESCRIPTION
 AH7046
 AH7046'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AH7046'LOCATED ABOUT 3.5 MI. E. AND 0.8 MI. N. OF THE ECCLES RANCH AND 1 MI.
 AH7046'W. OF DIVISION CANYON, ON A SHARP TOP.
 AH7046'STATION REACHED BY HELICOPTER.
 AH7046'STATION MARK--STANDARD TABLET ---STAMPED---ECCLES 1957 CEMENTED IN
 AH7046'ROCK.
 AH7046'REFERENCE MARK NO. 1-STANDARD REFERENCE MARK TABLET---STAMPED---NO 1
 AH7046'1957--- SET IN ROCK, 19.42 FT. (TO POINT OF ARROW) FROM STATION MARK.
 AH7046'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET IN ROCK, 12.98 FT.
 AH7046'FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8817 ***********************************************************************
 AI8817  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI8817  DESIGNATION -  ECHO_BRGN_NV1999 CORS ARP
 AI8817  CORS_ID     -  ECHO
 AI8817  PID         -  AI8817
 AI8817  STATE/COUNTY-  NV/LINCOLN
 AI8817  USGS QUAD   -  ROSE VALLEY (1970)
 AI8817
 AI8817                         *CURRENT SURVEY CONTROL
 AI8817  ___________________________________________________________________
 AI8817* NAD 83(CORS)-  37 54 55.90419(N)    114 15 51.24281(W)     ADJUSTED  
 AI8817* NAVD 88     -                                                        
 AI8817  ___________________________________________________________________
 AI8817  EPOCH DATE  -        2002.00
 AI8817  X           -  -2,070,969.597 (meters)                     COMP
 AI8817  Y           -  -4,594,333.764 (meters)                     COMP
 AI8817  Z           -   3,899,086.788 (meters)                     COMP
 AI8817  ELLIP HEIGHT-        1684.95  (meters)          (03/??/02) GPS OBS
 AI8817  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AI8817
 AI8817  HORZ ORDER  -  SPECIAL (CORS)
 AI8817  ELLP ORDER  -  SPECIAL (CORS)
 AI8817
 AI8817.ITRF positions are available for this station.
 AI8817.The coordinates were established by GPS observations
 AI8817.and adjusted by the National Geodetic Survey in March 2002..
 AI8817.The coordinates are valid at the epoch date displayed above.
 AI8817.The epoch date for horizontal control is a decimal equivalence
 AI8817.of Year/Month/Day.
 AI8817
 AI8817
 AI8817.The PID for the CORS L1 Phase Center is AI8818.
 AI8817
 AI8817.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI8817
 AI8817.The ellipsoidal height was determined by GPS observations
 AI8817.and is referenced to NAD 83.
 AI8817
 AI8817.The geoid height was determined by GEOID03.
 AI8817
 AI8817;                    North         East     Units Scale Factor Converg.
 AI8817;SPC NV E     - 8,352,049.154   315,983.436   MT  1.00006563   +0 48 38.4
 AI8817;SPC NV E     -27,401,681.27  1,036,688.99   sFT  1.00006563   +0 48 38.4
 AI8817
 AI8817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8817!SPC NV E     -   0.99973567  x   1.00006563  =   0.99980129
 AI8817
 AI8817                          SUPERSEDED SURVEY CONTROL
 AI8817
 AI8817  NAD 83(CORS)-  37 54 55.90449(N)    114 15 51.24270(W) AD(1997.00) c
 AI8817  ELLIP H (12/??/00) 1684.96   (m)                       GP(1997.00) c c
 AI8817
 AI8817.Superseded values are not recommended for survey control.
 AI8817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8817.See file dsdata.txt to determine how the superseded data were derived.
 AI8817
 AI8817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB4049199973(NAD 83)
 AI8817_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI8817
 AI8817                          STATION DESCRIPTION
 AI8817
 AI8817'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI8817'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI8817'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8817'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8817'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8817'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8818 ***********************************************************************
 AI8818  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI8818  DESIGNATION -  ECHO_BRGN_NV1999 CORS L1 PHASE CENTER
 AI8818  CORS_ID     -  ECHO
 AI8818  PID         -  AI8818
 AI8818  STATE/COUNTY-  NV/LINCOLN
 AI8818  USGS QUAD   -  ROSE VALLEY (1970)
 AI8818
 AI8818                         *CURRENT SURVEY CONTROL
 AI8818  ___________________________________________________________________
 AI8818* NAD 83(CORS)-  37 54 55.90423(N)    114 15 51.24279(W)     ADJUSTED  
 AI8818* NAVD 88     -                                                        
 AI8818  ___________________________________________________________________
 AI8818  EPOCH DATE  -        2002.00
 AI8818  X           -  -2,070,969.632 (meters)                     COMP
 AI8818  Y           -  -4,594,333.843 (meters)                     COMP
 AI8818  Z           -   3,899,086.857 (meters)                     COMP
 AI8818  ELLIP HEIGHT-        1685.06  (meters)          (03/??/02) GPS OBS
 AI8818  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AI8818
 AI8818  HORZ ORDER  -  SPECIAL (CORS)
 AI8818  ELLP ORDER  -  SPECIAL (CORS)
 AI8818
 AI8818.ITRF positions are available for this station.
 AI8818.The coordinates were established by GPS observations
 AI8818.and adjusted by the National Geodetic Survey in March 2002..
 AI8818.The coordinates are valid at the epoch date displayed above.
 AI8818.The epoch date for horizontal control is a decimal equivalence
 AI8818.of Year/Month/Day.
 AI8818
 AI8818
 AI8818.The PID for the CORS ARP is AI8817.
 AI8818
 AI8818.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI8818
 AI8818.The ellipsoidal height was determined by GPS observations
 AI8818.and is referenced to NAD 83.
 AI8818
 AI8818.The geoid height was determined by GEOID03.
 AI8818
 AI8818;                    North         East     Units Scale Factor Converg.
 AI8818;SPC NV E     - 8,352,049.155   315,983.436   MT  1.00006563   +0 48 38.4
 AI8818;SPC NV E     -27,401,681.27  1,036,688.99   sFT  1.00006563   +0 48 38.4
 AI8818
 AI8818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8818!SPC NV E     -   0.99973566  x   1.00006563  =   0.99980127
 AI8818
 AI8818                          SUPERSEDED SURVEY CONTROL
 AI8818
 AI8818  NAD 83(CORS)-  37 54 55.90453(N)    114 15 51.24268(W) AD(1997.00) c
 AI8818  ELLIP H (12/??/00) 1685.07   (m)                       GP(1997.00) c c
 AI8818
 AI8818.Superseded values are not recommended for survey control.
 AI8818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8818.See file dsdata.txt to determine how the superseded data were derived.
 AI8818
 AI8818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB4049199973(NAD 83)
 AI8818_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI8818
 AI8818                          STATION DESCRIPTION
 AI8818
 AI8818'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI8818'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI8818'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8818'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8818'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8818'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8819 ***********************************************************************
 AI8819  DESIGNATION -  ECHO_BRGN_NV1999 MON
 AI8819  PID         -  AI8819
 AI8819  STATE/COUNTY-  NV/LINCOLN
 AI8819  USGS QUAD   -  ROSE VALLEY (1970)
 AI8819
 AI8819                         *CURRENT SURVEY CONTROL
 AI8819  ___________________________________________________________________
 AI8819* NAD 83(CORS)-  37 54 55.90419(N)    114 15 51.24281(W)     ADJUSTED  
 AI8819* NAVD 88     -                                                        
 AI8819  ___________________________________________________________________
 AI8819  EPOCH DATE  -        2002.00
 AI8819  X           -  -2,070,969.555 (meters)                     COMP
 AI8819  Y           -  -4,594,333.671 (meters)                     COMP
 AI8819  Z           -   3,899,086.709 (meters)                     COMP
 AI8819  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 AI8819  ELLIP HEIGHT-        1684.82  (meters)          (03/??/02) GPS OBS
 AI8819  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AI8819
 AI8819  HORZ ORDER  -  A
 AI8819  ELLP ORDER  -  FOURTH    CLASS I
 AI8819
 AI8819.ITRF positions are available for this station.
 AI8819.The horizontal coordinates were established by GPS observations
 AI8819.and adjusted by the National Geodetic Survey in March 2002..
 AI8819.The horizontal coordinates are valid at the epoch date displayed above.
 AI8819.The epoch date for horizontal control is a decimal equivalence
 AI8819.of Year/Month/Day.
 AI8819
 AI8819
 AI8819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8819
 AI8819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8819
 AI8819.The ellipsoidal height was determined by GPS observations
 AI8819.and is referenced to NAD 83.
 AI8819
 AI8819.The geoid height was determined by GEOID03.
 AI8819
 AI8819;                    North         East     Units Scale Factor Converg.
 AI8819;SPC NV E     - 8,352,049.154   315,983.436   MT  1.00006563   +0 48 38.4
 AI8819;SPC NV E     -27,401,681.27  1,036,688.99   sFT  1.00006563   +0 48 38.4
 AI8819;UTM  11      - 4,199,972.506   740,490.768   MT  1.00031240   +1 40 55.0
 AI8819
 AI8819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8819!SPC NV E     -   0.99973570  x   1.00006563  =   0.99980131
 AI8819!UTM  11      -   0.99973570  x   1.00031240  =   1.00004801
 AI8819
 AI8819                          SUPERSEDED SURVEY CONTROL
 AI8819
 AI8819  NAD 83(CORS)-  37 54 55.90449(N)    114 15 51.24270(W) AD(1997.00) A
 AI8819  ELLIP H (12/??/00) 1684.83   (m)                       GP(1997.00) 4 1
 AI8819
 AI8819.Superseded values are not recommended for survey control.
 AI8819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8819.See file dsdata.txt to determine how the superseded data were derived.
 AI8819
 AI8819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB4049199973(NAD 83)
 AI8819_STAMPING: NONE
 AI8819'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'ECHO'
 AI8819'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AI8819'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8819'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8819'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8819'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AI8819'
 AI8819' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0188 ***********************************************************************
 JP0188  DESIGNATION -  ECLIPSE
 JP0188  PID         -  JP0188
 JP0188  STATE/COUNTY-  NV/NYE
 JP0188  USGS QUAD   -  EDS WELL (1985)
 JP0188
 JP0188                         *CURRENT SURVEY CONTROL
 JP0188  ___________________________________________________________________
 JP0188* NAD 83(1994)-  38 05 17.86416(N)    115 59 08.86142(W)     ADJUSTED  
 JP0188* NAVD 88     -      1507.518  (meters)    4945.92   (feet)  ADJUSTED  
 JP0188  ___________________________________________________________________
 JP0188  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 JP0188  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 JP0188  DYNAMIC HT  -        1505.880 (meters)    4940.54  (feet)  COMP
 JP0188  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 JP0188
 JP0188  HORZ ORDER  -  FIRST
 JP0188  VERT ORDER  -  SECOND    CLASS 0
 JP0188
 JP0188.The horizontal coordinates were established by classical geodetic methods
 JP0188.and adjusted by the National Geodetic Survey in June 1998..
 JP0188
 JP0188.The orthometric height was determined by differential leveling
 JP0188.and adjusted by the National Geodetic Survey in June 1991..
 JP0188
 JP0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0188
 JP0188.The geoid height was determined by GEOID03.
 JP0188
 JP0188.The dynamic height is computed by dividing the NAVD 88
 JP0188.geopotential number by the normal gravity value computed on the
 JP0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0188.degrees latitude (g = 980.6199 gals.).
 JP0188
 JP0188.The modeled gravity was interpolated from observed gravity values.
 JP0188
 JP0188;                    North         East     Units Scale Factor Converg.
 JP0188;SPC NV C     - 6,370,622.137   559,725.241   MT  0.99994392   +0 25 12.1
 JP0188;SPC NV C     -20,900,949.46  1,836,365.23   sFT  0.99994392   +0 25 12.1
 JP0188;SPC NV E     - 8,370,479.707   164,696.701   MT  0.99991534   -0 14 53.8
 JP0188;SPC NV E     -27,462,148.84    540,342.43   sFT  0.99991534   -0 14 53.8
 JP0188;UTM  11      - 4,216,097.283   588,938.756   MT  0.99969742   +0 37 32.4
 JP0188
 JP0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0188!SPC NV C     -   0.99976736  x   0.99994392  =   0.99971130
 JP0188!SPC NV E     -   0.99976736  x   0.99991534  =   0.99968272
 JP0188!UTM  11      -   0.99976736  x   0.99969742  =   0.99946485
 JP0188
 JP0188:                Primary Azimuth Mark                     Grid Az
 JP0188:SPC NV C     -  ECLIPSE AZ MK                            018 32 09.4
 JP0188:SPC NV E     -  ECLIPSE AZ MK                            019 12 15.3
 JP0188:UTM  11      -  ECLIPSE AZ MK                            018 19 49.1
 JP0188
 JP0188|---------------------------------------------------------------------|
 JP0188| PID    Reference Object                     Distance      Geod. Az  |
 JP0188|                                                           dddmmss.s |
 JP0188| JP0185 ECLIPSE AZ MK                                      0185721.5 |
 JP0188| JP0186 ECLIPSE RM 1                         16.171 METERS 02237     |
 JP0188| JP0187 ECLIPSE RM 2                         17.062 METERS 11221     |
 JP0188|---------------------------------------------------------------------|
 JP0188
 JP0188                          SUPERSEDED SURVEY CONTROL
 JP0188
 JP0188  NAD 83(1986)-  38 05 17.85855(N)    115 59 08.86679(W) AD(       ) 1
 JP0188  NAD 27      -  38 05 18.09300(N)    115 59 05.70900(W) AD(       ) 1
 JP0188  NGVD 29 (??/??/92) 1506.469  (m)         4942.47   (f) ADJ UNCH    2 0
 JP0188
 JP0188.Superseded values are not recommended for survey control.
 JP0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0188.See file dsdata.txt to determine how the superseded data were derived.
 JP0188
 JP0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC8893916097(NAD 83)
 JP0188_MARKER: DS = TRIANGULATION STATION DISK
 JP0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0188_STAMPING: ECLIPSE 1938
 JP0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0188+STABILITY: SURFACE MOTION
 JP0188
 JP0188  HISTORY     - Date     Condition        Report By
 JP0188  HISTORY     - 1939     MONUMENTED       CGS
 JP0188  HISTORY     - 1954     GOOD             CGS
 JP0188  HISTORY     - 1958     GOOD             NGS
 JP0188  HISTORY     - 1961     GOOD             USFS
 JP0188
 JP0188                          STATION DESCRIPTION
 JP0188
 JP0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0188'STATION IS IN RAILROAD VALLEY JUST E OF THE OLD CEDAR PIPE LINE
 JP0188'CAMP-NYALA ROAD, 26.2 MILES BY ROAD N OF CEDAR PIPE LINE CAMP, AND
 JP0188'0.1 MILE N OF EDS WELL, 5.7 METERS N OF E AND W ROAD,
 JP0188'AND 5.4 METERS E OF N AND S ROAD.
 JP0188'
 JP0188'STATION MARK IS STANDARD STATION DISK SET IN 8-INCH SQUARE
 JP0188'CONCRETE POST, STAMPED ECLIPSE 1938, PROJECTS 6 INCHES.
 JP0188'UNDERGROUND STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE.
 JP0188'
 JP0188'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK SET IN 8-INCH
 JP0188'SQUARE CONCRETE POST, NNE OF STATION, ABOUT 7 METERS
 JP0188'E OF N AND S ROAD, STAMPED ECLIPSE NO. 1 1938, PROJECTS 6 INCHES,
 JP0188'LEVEL WITH STATION.  REFERENCE MARK NO. 2 IS STANDARD REFERENCE
 JP0188'DISK SET IN 8-INCH SQUARE CONCRETE POST.
 JP0188'STATION, ABOUT 11 METERS E OF N AND S ROAD, STAMPED ECLIPSE NO. 2
 JP0188'1938, PROJECTS 6 INCHES, LEVEL WITH STATION.
 JP0188'
 JP0188'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 JP0188'DESCRIBED.  AZIMUTH MARK IS 0.3 MILE (500 PACES)
 JP0188'N OF STATION, 10 FEET W OF N AND S ROAD, STAMPED ECLIPSE 1938,
 JP0188'PROJECTS 6 INCHES.
 JP0188'
 JP0188'THERE IS A 4 X 4-INCH STAKE, PAINTED WHITE, SET 4.7 FEET (1.43
 JP0188'METERS) WNW OF STATION, PROJECTS 2.3 FEET.
 JP0188'
 JP0188'BAROMETRIC ELEVATION, 4,650 FEET, BAROMETER NO. 1.
 JP0188'
 JP0188'TO REACH FROM NYALA POST OFFICE--GO W ON THE CEDAR PIPE LINE
 JP0188'CAMP ROAD FOR 12.5 MILES AND TURN LEFT, S, OFF MAIN-TRAVELED ROAD,
 JP0188'GO S ON DIM ROAD FOR 7.5 MILES TO STATION AT CROSSROADS 0.1
 JP0188'MILE N OF EDS WELL.
 JP0188
 JP0188                          STATION RECOVERY (1954)
 JP0188
 JP0188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 JP0188'RECOVERED-THE STATION, THE REFERENCE MARKS, AND THE AZIMUTH MARK
 JP0188'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE
 JP0188'MARKS WERE VERIFIED.  THE DESCRIPTION IS ADEQUATE WITH THE
 JP0188'FOLLOWING SUBSTITUTED FOR THE DIRECTIONS FOR REACHING THE
 JP0188'STATION--TO REACH THE STATION FROM TEMPIUTE (BLACK ROCK MINE),
 JP0188'GO WEST ON HIGHWAY 25 FOR ABOUT 24 MILES TO THE EAST SIDE OF
 JP0188'RAILROAD BALLEY.  THERE, TAKE THE RIGHT (NORTHWEST) FORK AT A
 JP0188'Y INTERSECTION FOR 13 MILES TO THE SOUTH SIDE OF A DRIED UP
 JP0188'LAKE, THEN TAKE SIDE ROAD TO THE EAST TO AN ABANDONED RANCH,
 JP0188'WINDMILL AND CORRAL.  AT CORRAL, CROSS DRIED LAKE TO THE
 JP0188'NORTHEAST CORNER OF LAKE AND DIM TRACK ROAD LEADING NORTH.  FOLLOW
 JP0188'DIM TRACK ROAD FOR 7 MILES TO AN ABANDONED HOUSE, TANK AND PUMP
 JP0188'(EDS WELL).  THEN GO 0.1 MILE NORTH TO A CROSS ROAD AND THE
 JP0188'STATION IN THE NORTHEAST CORNER OF THE INTERSECTION.
 JP0188
 JP0188                          STATION RECOVERY (1958)
 JP0188
 JP0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JP0188'13.65 MI NE FROM REED MAINTENANCE STA..
 JP0188'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED MAINTENANCE
 JP0188'STATION, THENCE 2.1 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 11.25
 JP0188'MILES NORTH ALONG A DIRT ROAD, 0.15 MILE NORTH OF EDS WELL, 31 1/2
 JP0188'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST DIRT
 JP0188'ROAD, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 24 FEET NORTH OF
 JP0188'THE CENTER LINE OF THE ROAD EAST, 53.08 FEET SOUTH-SOUTHWEST OF
 JP0188'REFERENCE MARK ECLIPSE NO. 1, 2.1 FEET WEST OF A WITNESS POST, ABOUT 1
 JP0188'FOOT HIGHER THAN THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 JP0188'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 JP0188
 JP0188                          STATION RECOVERY (1961)
 JP0188
 JP0188'RECOVERY NOTE BY US FOREST SERVICE 1961 (RLG)
 JP0188'STATION WAS FOUND AS DESCRIBED
 JP0188'
 JP0188'BEGINNING AT NYALA RANCH IN THE SOUTHEAST END OF RAILROAD
 JP0188'VALLEY, LEAVE THE RANCH ON HIGHWAY 20, PROCEEDING SOUTHWEST
 JP0188'FOR 11.3 MILES TO Y FORK, TURN LEFT TRAVELING SOUTH FOR 2.1
 JP0188'MILE TO WATER TANK AND WINDMILL.  STAY ON MAIN TRAVELED ROAD
 JP0188'AND CONTINUE SOUTHWESTERLY FOR 2.25 MILE TO INVERTED Y FORK,
 JP0188'TAKE LEFT FORK FOR .25 MILE TO ANOTHER Y FORK, TAKE LEFT FORK,
 JP0188'CONTINUE FOR 3.2 MILES TO CROSSROAD.  TURN RIGHT AND PROCEED
 JP0188'FOR .3 MILE TO STATION ON RIGHT.
 JP0188'
 JP0188'STATION FOUND AS DESCRIBED.  BOTH R.M. IN PLACE, STEEL POST
 JP0188'AND MARKER SET NEAR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0185 ***********************************************************************
 JP0185  DESIGNATION -  ECLIPSE AZ MK
 JP0185  PID         -  JP0185
 JP0185  STATE/COUNTY-  NV/NYE
 JP0185  USGS QUAD   -  EDS WELL (1985)
 JP0185
 JP0185                         *CURRENT SURVEY CONTROL
 JP0185  ___________________________________________________________________
 JP0185* NAD 83(1986)-  38 05 42.     (N)    115 58 59.     (W)     SCALED    
 JP0185* NAVD 88     -      1507.354  (meters)    4945.38   (feet)  ADJUSTED  
 JP0185  ___________________________________________________________________
 JP0185  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 JP0185  DYNAMIC HT  -        1505.719 (meters)    4940.01  (feet)  COMP
 JP0185  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 JP0185
 JP0185  VERT ORDER  -  SECOND    CLASS 0
 JP0185
 JP0185.The horizontal coordinates were scaled from a topographic map and have
 JP0185.an estimated accuracy of +/- 6 seconds.
 JP0185
 JP0185.The orthometric height was determined by differential leveling
 JP0185.and adjusted by the National Geodetic Survey in June 1991..
 JP0185
 JP0185.The geoid height was determined by GEOID03.
 JP0185
 JP0185.The dynamic height is computed by dividing the NAVD 88
 JP0185.geopotential number by the normal gravity value computed on the
 JP0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0185.degrees latitude (g = 980.6199 gals.).
 JP0185
 JP0185.The modeled gravity was interpolated from observed gravity values.
 JP0185
 JP0185;                    North         East    Units  Estimated Accuracy
 JP0185;SPC NV C     - 6,371,370.      559,960.      MT  (+/- 180 meters Scaled)
 JP0185
 JP0185                          SUPERSEDED SURVEY CONTROL
 JP0185
 JP0185  NGVD 29 (??/??/92) 1506.305  (m)         4941.94   (f) ADJ UNCH    2 0
 JP0185
 JP0185.Superseded values are not recommended for survey control.
 JP0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0185.See file dsdata.txt to determine how the superseded data were derived.
 JP0185
 JP0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC891168(NAD 83)
 JP0185_MARKER: DZ = AZIMUTH MARK DISK
 JP0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0185_STAMPING: ECLIPSE 1938
 JP0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0185+STABILITY: SURFACE MOTION
 JP0185
 JP0185  HISTORY     - Date     Condition        Report By
 JP0185  HISTORY     - 1938     MONUMENTED       CGS
 JP0185  HISTORY     - 1958     GOOD             NGS
 JP0185
 JP0185                          STATION DESCRIPTION
 JP0185
 JP0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JP0185'13.95 MI NE FROM REED MAINTENANCE STA..
 JP0185'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED MAINTENANCE
 JP0185'STATION, THENCE 2.1 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 11.55
 JP0185'MILES NORTH ALONG A DIRT ROAD, 11 FEET WEST OF THE CENTER LINE OF THE
 JP0185'ROAD, 1.2 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JP0185'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 JP0185'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0186 ***********************************************************************
 JP0186  DESIGNATION -  ECLIPSE RM 1
 JP0186  PID         -  JP0186
 JP0186  STATE/COUNTY-  NV/NYE
 JP0186  USGS QUAD   -  EDS WELL (1985)
 JP0186
 JP0186                         *CURRENT SURVEY CONTROL
 JP0186  ___________________________________________________________________
 JP0186* NAD 83(1986)-  38 05 18.     (N)    115 59 08.     (W)     SCALED    
 JP0186* NAVD 88     -      1507.509  (meters)    4945.89   (feet)  ADJUSTED  
 JP0186  ___________________________________________________________________
 JP0186  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 JP0186  DYNAMIC HT  -        1505.870 (meters)    4940.51  (feet)  COMP
 JP0186  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 JP0186
 JP0186  VERT ORDER  -  SECOND    CLASS 0
 JP0186
 JP0186.The horizontal coordinates were scaled from a topographic map and have
 JP0186.an estimated accuracy of +/- 6 seconds.
 JP0186
 JP0186.The orthometric height was determined by differential leveling
 JP0186.and adjusted by the National Geodetic Survey in June 1991..
 JP0186
 JP0186.The geoid height was determined by GEOID03.
 JP0186
 JP0186.The dynamic height is computed by dividing the NAVD 88
 JP0186.geopotential number by the normal gravity value computed on the
 JP0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0186.degrees latitude (g = 980.6199 gals.).
 JP0186
 JP0186.The modeled gravity was interpolated from observed gravity values.
 JP0186
 JP0186;                    North         East    Units  Estimated Accuracy
 JP0186;SPC NV C     - 6,370,630.      559,750.      MT  (+/- 180 meters Scaled)
 JP0186
 JP0186                          SUPERSEDED SURVEY CONTROL
 JP0186
 JP0186  NGVD 29 (??/??/92) 1506.459  (m)         4942.44   (f) ADJ UNCH    2 0
 JP0186
 JP0186.Superseded values are not recommended for survey control.
 JP0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0186.See file dsdata.txt to determine how the superseded data were derived.
 JP0186
 JP0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC889161(NAD 83)
 JP0186_MARKER: DR = REFERENCE MARK DISK
 JP0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0186_STAMPING: ECLIPSE NO 1 1938
 JP0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0186+STABILITY: SURFACE MOTION
 JP0186
 JP0186  HISTORY     - Date     Condition        Report By
 JP0186  HISTORY     - 1938     MONUMENTED       CGS
 JP0186  HISTORY     - 1958     GOOD             NGS
 JP0186
 JP0186                          STATION DESCRIPTION
 JP0186
 JP0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JP0186'13.65 MI NE FROM REED MAINTENANCE STA..
 JP0186'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED MAINTENANCE
 JP0186'STATION, THENCE 2.1 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 11.25
 JP0186'MILES NORTH ALONG A DIRT ROAD, 0.15 MILE NORTH OF EDS WELL, AT THE
 JP0186'INTERSECTION OF AN EAST-WEST DIRT ROAD, 20 1/2 FEET EAST OF THE CENTER
 JP0186'LINE OF THE ROAD NORTH, 76.95 FEET NORTHWEST OF REFERENCE MARK ECLIPSE
 JP0186'NO. 2, 53.08 FEET NORTH-NORTHEAST OF TRIANGULATION STATION ECLIPSE,
 JP0186'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JP0186'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0187 ***********************************************************************
 JP0187  DESIGNATION -  ECLIPSE RM 2
 JP0187  PID         -  JP0187
 JP0187  STATE/COUNTY-  NV/NYE
 JP0187  USGS QUAD   -  EDS WELL (1985)
 JP0187
 JP0187                         *CURRENT SURVEY CONTROL
 JP0187  ___________________________________________________________________
 JP0187* NAD 83(1986)-  38 05 18.     (N)    115 59 08.     (W)     SCALED    
 JP0187* NAVD 88     -      1507.437  (meters)    4945.65   (feet)  ADJUSTED  
 JP0187  ___________________________________________________________________
 JP0187  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 JP0187  DYNAMIC HT  -        1505.799 (meters)    4940.28  (feet)  COMP
 JP0187  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 JP0187
 JP0187  VERT ORDER  -  SECOND    CLASS 0
 JP0187
 JP0187.The horizontal coordinates were scaled from a topographic map and have
 JP0187.an estimated accuracy of +/- 6 seconds.
 JP0187
 JP0187.The orthometric height was determined by differential leveling
 JP0187.and adjusted by the National Geodetic Survey in June 1991..
 JP0187
 JP0187.The geoid height was determined by GEOID03.
 JP0187
 JP0187.The dynamic height is computed by dividing the NAVD 88
 JP0187.geopotential number by the normal gravity value computed on the
 JP0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0187.degrees latitude (g = 980.6199 gals.).
 JP0187
 JP0187.The modeled gravity was interpolated from observed gravity values.
 JP0187
 JP0187;                    North         East    Units  Estimated Accuracy
 JP0187;SPC NV C     - 6,370,630.      559,750.      MT  (+/- 180 meters Scaled)
 JP0187
 JP0187                          SUPERSEDED SURVEY CONTROL
 JP0187
 JP0187  NGVD 29 (??/??/92) 1506.388  (m)         4942.21   (f) ADJ UNCH    2 0
 JP0187
 JP0187.Superseded values are not recommended for survey control.
 JP0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0187.See file dsdata.txt to determine how the superseded data were derived.
 JP0187
 JP0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC889161(NAD 83)
 JP0187_MARKER: DR = REFERENCE MARK DISK
 JP0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0187_STAMPING: ECLIPSE NO 2 1938
 JP0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0187+STABILITY: SURFACE MOTION
 JP0187
 JP0187  HISTORY     - Date     Condition        Report By
 JP0187  HISTORY     - 1938     MONUMENTED       CGS
 JP0187  HISTORY     - 1958     GOOD             NGS
 JP0187
 JP0187                          STATION DESCRIPTION
 JP0187
 JP0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JP0187'13.65 MI NE FROM REED MAINTENANCE STA..
 JP0187'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED MAINTENANCE
 JP0187'STATION, THENCE 2.1 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 11.25
 JP0187'MILES NORTH ALONG A DIRT ROAD, 0.15 MILE NORTH OF EDS WELL, AT THE
 JP0187'INTERSECTION OF AN EAST-WEST DIRT ROAD, 29 FEET NORTH OF THE CENTER
 JP0187'LINE OF THE ROAD EAST, 56.01 FEET EAST-SOUTHEAST OF TRIANGULATION
 JP0187'STATION ECLIPSE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JP0187'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0290 ***********************************************************************
 HP0290  DESIGNATION -  ECOLAH
 HP0290  PID         -  HP0290
 HP0290  STATE/COUNTY-  NV/LINCOLN
 HP0290  USGS QUAD   -  ECCLES (1972)
 HP0290
 HP0290                         *CURRENT SURVEY CONTROL
 HP0290  ___________________________________________________________________
 HP0290* NAD 83(1994)-  37 33 33.69943(N)    114 24 56.88544(W)     ADJUSTED  
 HP0290* NAVD 88     -      1764.2    (meters)    5788.     (feet)  VERTCON   
 HP0290  ___________________________________________________________________
 HP0290  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 HP0290  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 HP0290
 HP0290  HORZ ORDER  -  FIRST
 HP0290
 HP0290.The horizontal coordinates were established by classical geodetic methods
 HP0290.and adjusted by the National Geodetic Survey in June 1998..
 HP0290
 HP0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0290
 HP0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0290
 HP0290.The geoid height was determined by GEOID03.
 HP0290
 HP0290;                    North         East     Units Scale Factor Converg.
 HP0290;SPC NV E     - 8,312,341.661   303,149.273   MT  1.00003101   +0 42 42.4
 HP0290;SPC NV E     -27,271,407.60    994,582.24   sFT  1.00003101   +0 42 42.4
 HP0290;UTM  11      - 4,160,066.077   728,256.614   MT  1.00024180   +1 34 33.5
 HP0290
 HP0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0290!SPC NV E     -   0.99972703  x   1.00003101  =   0.99975803
 HP0290!UTM  11      -   0.99972703  x   1.00024180  =   0.99996876
 HP0290
 HP0290:                Primary Azimuth Mark                     Grid Az
 HP0290:SPC NV E     -  PANACA WATER TANK                        004 44 12.9
 HP0290:UTM  11      -  PANACA WATER TANK                        003 52 21.8
 HP0290
 HP0290|---------------------------------------------------------------------|
 HP0290| PID    Reference Object                     Distance      Geod. Az  |
 HP0290|                                                           dddmmss.s |
 HP0290| HP0297 PANACA WATER TANK                   APPROX.26.1 KM 0052655.3 |
 HP0290| HP0294 PANACA L PAINTED ON HILLSIDE        APPROX.29.5 KM 0132234.9 |
 HP0290| DD4929 ECOLAH RM 1                           8.822 METERS 05611     |
 HP0290| DD4928 ECOLAH AZ MK                                       3224541.4 |
 HP0290| DD4930 ECOLAH RM 2                          10.192 METERS 32452     |
 HP0290|---------------------------------------------------------------------|
 HP0290
 HP0290                          SUPERSEDED SURVEY CONTROL
 HP0290
 HP0290  NAD 83(1994)-  37 33 33.69968(N)    114 24 56.88518(W) AD(       ) 1
 HP0290  NAD 83(1986)-  37 33 33.69147(N)    114 24 56.88460(W) AD(       ) 1
 HP0290  NAD 27      -  37 33 33.81100(N)    114 24 53.92400(W) AD(       ) 1
 HP0290  NGVD 29 (07/19/86) 1763.1    (m)         5784.     (f) VERT ANG       
 HP0290
 HP0290.Superseded values are not recommended for survey control.
 HP0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0290.See file dsdata.txt to determine how the superseded data were derived.
 HP0290
 HP0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB2825760066(NAD 83)
 HP0290_MARKER: DS = TRIANGULATION STATION DISK
 HP0290_SETTING: 80 = SET IN A BOULDER
 HP0290_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HP0290
 HP0290  HISTORY     - Date     Condition        Report By
 HP0290  HISTORY     - 1944     MONUMENTED       CGS
 HP0290  HISTORY     - 1954     GOOD             CGS
 HP0290
 HP0290                          STATION DESCRIPTION
 HP0290
 HP0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0290'STATION IS ABOUT 6 MILES (AIR LINE) ESE OF CALIENTE, ON THE
 HP0290'HIGHEST POINT OF A LOW, SAGE-COVERED RIDGE LYING ABOUT 1 MILE
 HP0290'SW OF ECOLAH SIDEING ON THE UNION PACIFIC RAILROAD.
 HP0290'
 HP0290'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER PROJECTING
 HP0290'ABOUT 2 INCHES.  IT IS STAMPED ECOLAH 1944.
 HP0290'
 HP0290'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0290'PROJECTING ABOUT 3 INCHES.  IT IS STAMPED ECOLAH NO 1 1944.
 HP0290'
 HP0290'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0290'PROJECTING ABOUT 2 INCHES.  IT IS STAMPED ECOLAH NO 2 1944.
 HP0290'
 HP0290'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 HP0290'ABOUT 10 INCHES AND IS STAMPED ECOLAH 1944.  IT IS 4 FEET SE
 HP0290'OF A 30-INCH ROCK CAIRN WITH WHITE WITNESS POST IN CENTER.
 HP0290'
 HP0290'TO REACH STATION FROM CALIENTE, GO N FROM THE POST OFFICE
 HP0290'ALONG THE E SIDE OF THE UNION PACIFIC RAILROAD TRACKS, KEEPING
 HP0290'THE MAIN ROAD ALONG THE TRACKS WHICH BEARS RIGHT UP THE CANYON
 HP0290'AND ACROSS THE TRACKS 2.4 MILES TO A FORK ABOUT 1/4 MILE W
 HP0290'OF A SET OF RANCH BUILDINGS.  TAKE THE LEFT FORK AND CONTINUE
 HP0290'UP THE MAIN WASH 1.6 MILES TO THE BARNES RANCH ON THE BANK
 HP0290'OF THE WASH.  TURN RIGHT THROUGH GATE INTO YARD AND PASS OVER
 HP0290'THE TRACKS, GOING THROUGH TWO MORE GATES.  FOLLOW THE MAIN
 HP0290'TRACK ROAD AROUND THE HILL AND UP THE SIDE WASH FOR 3.2 MILES
 HP0290'TO FORKS, TAKE LEFT FORK AND CONTINUE 1.6 MILES TO THE TOP
 HP0290'OF A LOW PASS AND FORKS.  TURN LEFT OFF THE ROAD AND GO NE
 HP0290'ALONG THE TOP OF THE DIVIDE THROUGH THE BRUSH ABOUT 200
 HP0290'YARDS TO END OF TRUCK TRAVEL.  THEN PACK NE UP THE SLOPE TO
 HP0290'THE TOP OF RIDGE AND STATION, ABOUT 1/4 MILE.
 HP0290'
 HP0290'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HP0290
 HP0290                          STATION RECOVERY (1954)
 HP0290
 HP0290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0290'RECOVERED.  THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED
 HP0290'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT
 HP0290'SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0482 ***********************************************************************
 KQ0482  DESIGNATION -  EDAN
 KQ0482  PID         -  KQ0482
 KQ0482  STATE/COUNTY-  NV/CHURCHILL
 KQ0482  USGS QUAD   -  SHOSHONE MEADOWS SE (1990)
 KQ0482
 KQ0482                         *CURRENT SURVEY CONTROL
 KQ0482  ___________________________________________________________________
 KQ0482* NAD 83(1994)-  39 45 44.85691(N)    117 30 38.58262(W)     ADJUSTED  
 KQ0482* NAVD 88     -      2041.4    (meters)    6697.     (feet)  VERTCON   
 KQ0482  ___________________________________________________________________
 KQ0482  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 KQ0482  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 KQ0482
 KQ0482  HORZ ORDER  -  SECOND
 KQ0482
 KQ0482.The horizontal coordinates were established by classical geodetic methods
 KQ0482.and adjusted by the National Geodetic Survey in June 1998..
 KQ0482
 KQ0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0482
 KQ0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0482
 KQ0482.The geoid height was determined by GEOID03.
 KQ0482
 KQ0482;                    North         East     Units Scale Factor Converg.
 KQ0482;SPC NV W     - 4,556,790.728   891,903.201   MT  1.00000395   +0 41 10.0
 KQ0482;SPC NV W     -14,950,070.91  2,926,185.75   sFT  1.00000395   +0 41 10.0
 KQ0482;SPC NV C     - 6,556,581.195   427,680.875   MT  0.99996437   -0 32 23.6
 KQ0482;SPC NV C     -21,511,050.14  1,403,149.67   sFT  0.99996437   -0 32 23.6
 KQ0482;UTM  11      - 4,401,517.876   456,254.528   MT  0.99962356   -0 19 36.0
 KQ0482
 KQ0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0482!SPC NV W     -   0.99968331  x   1.00000395  =   0.99968726
 KQ0482!SPC NV C     -   0.99968331  x   0.99996437  =   0.99964769
 KQ0482!UTM  11      -   0.99968331  x   0.99962356  =   0.99930699
 KQ0482
 KQ0482:                Primary Azimuth Mark                     Grid Az
 KQ0482:SPC NV W     -  EDAN AZ MK                               016 22 41.4
 KQ0482:SPC NV C     -  EDAN AZ MK                               017 36 15.0
 KQ0482:UTM  11      -  EDAN AZ MK                               017 23 27.4
 KQ0482
 KQ0482|---------------------------------------------------------------------|
 KQ0482| PID    Reference Object                     Distance      Geod. Az  |
 KQ0482|                                                           dddmmss.s |
 KQ0482| DA9039 EDAN AZ MK                                         0170351.4 |
 KQ0482| DA9040 EDAN RM 1                            11.868 METERS 14339     |
 KQ0482| DA9041 EDAN RM 2                             3.622 METERS 27852     |
 KQ0482|---------------------------------------------------------------------|
 KQ0482
 KQ0482                          SUPERSEDED SURVEY CONTROL
 KQ0482
 KQ0482  NAD 83(1986)-  39 45 44.86038(N)    117 30 38.57136(W) AD(       ) 2
 KQ0482  NAD 27      -  39 45 45.15240(N)    117 30 35.18390(W) AD(       ) 2
 KQ0482  NGVD 29 (07/19/86) 2040.2    (m)         6694.     (f) VERT ANG       
 KQ0482
 KQ0482.Superseded values are not recommended for survey control.
 KQ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0482.See file dsdata.txt to determine how the superseded data were derived.
 KQ0482
 KQ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME5625501518(NAD 83)
 KQ0482_MARKER: DS = TRIANGULATION STATION DISK
 KQ0482_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0482_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KQ0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0482+STABILITY: POSITION/ELEVATION WELL
 KQ0482
 KQ0482  HISTORY     - Date     Condition        Report By
 KQ0482  HISTORY     - 1958     MONUMENTED       CGS
 KQ0482  HISTORY     - 1967     GOOD             USGS
 KQ0482
 KQ0482                          STATION DESCRIPTION
 KQ0482
 KQ0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KQ0482'STATION IS LOCATED, AIRLINE, ABOUT 37 MILES NORTHEAST OF
 KQ0482'EASTGATE, 30 MILES NORTHWEST OF AUSTIN, 3 MILES NORTH NORTHEAST
 KQ0482'OF THE JUNCTION OF THE ROADS AT THE NORTHEAST END OF EDWARDS
 KQ0482'CREEK VALLEY, 1-1/2 MILES SOUTH OF THE JUNCTION OF ROADS
 KQ0482'LEADING FROM ANTELOPE VALLEY TO EDWARDS CREEK VALLEY AND 1 MILE
 KQ0482'WEST OF THE ROAD WHICH PASSES THROUGH THE NEW PASS RANGE.
 KQ0482'IT IS AT THE NORTH END OF A CRESCENT SHAPED MOUNTAIN THAT
 KQ0482'IS HEAVILY TIMBERED ON THE EAST SIDE BUT MOSTLY BARE ON THE
 KQ0482'WEST SIDE.
 KQ0482'
 KQ0482'STATION IS REACHED AS FOLLOWS--FROM EASTGATE, WHICH IS ON
 KQ0482'U.S. HIGHWAY 50 AND HALF WAY BETWEEN FALLON AND AUSTIN, GO NORTH
 KQ0482'ON THE DIRT ROAD TO EDWARDS CREEK VALLEY FOR 12.7 MILES TO
 KQ0482'THE ALPINE RANCH HOUSE ON THE RIGHT.  CONTINUE NORTH FOR 0.3
 KQ0482'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO EAST FOR 1.7
 KQ0482'MILES TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST FOR
 KQ0482'2.8 MILES TO A REVERSE FORK ON THE RIGHT.  CONTINUE STRAIGHT
 KQ0482'AHEAD, ON THE ROAD UP THE SOUTHEAST SIDE OF THE VALLEY, FOR
 KQ0482'10.4 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 10.0 MILES,
 KQ0482'KEEPING NORTH ON THE MAIN ROAD, TO THE INTERSECTION OF THE
 KQ0482'ROAD COMING IN FROM THE WEST SIDE OF THE VALLEY.  TURN RIGHT
 KQ0482'AND CONTINUE NORTHERLY ON THE ROAD LEADING THROUGH THE
 KQ0482'PASS FOR 4.9 MILES TO A REVERSE FORK ON THE RIGHT, 0.1 MILE
 KQ0482'AFTER PASSING A DIM FORK ON THE RIGHT.  TO REACH THE
 KQ0482'AZIMUTH MARK, CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A
 KQ0482'CAIRN ON THE LEFT AND THE AZIMUTH MARK 20 FEET NORTHWEST.
 KQ0482'TURN RIGHT ON THE REVERSE FORK AND FOLLOW THE MAIN TRACK ROAD
 KQ0482'FOR 1.8 MILES TO A ROCKY LEDGE ON THE RIGHT AND THE END OF
 KQ0482'TRUCK TRAVEL.  FROM HERE PACK WEST NORTHWEST, STAYING TO
 KQ0482'THE LEFT OF THE PARTLY BARE KNOB, TO THE TOP OF THE
 KQ0482'MOUNTAIN.  BEAR RIGHT AND CONTINUE NORTHERLY ALONG THE RIDGE
 KQ0482'TO THE NORTH END OF THE MOUNTAIN AND THE STATION.
 KQ0482'
 KQ0482'STATION MARK, STAMPED EDAN 1958, IS A STANDARD DISK CEMENTED
 KQ0482'IN A DRILL HOLE IN A BOULDER 2 FEET IN DIAMETER AND PROJECTING
 KQ0482'4 INCHES.  IT IS ABOUT 100 FEET SOUTHEAST OF THE END OF THE
 KQ0482'SUMMIT AND 25 FEET WEST OF A TREE WITH A TRIANGULAR BLAZE.
 KQ0482'
 KQ0482'REFERENCE MARK NUMBER 1, STAMPED EDAN NO 1 1958, IS A STANDARD
 KQ0482'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 4 FEET
 KQ0482'BY 2 FEET, PROJECTING 2 FEET AND 2 FEET LOWER THAN THE STATION
 KQ0482'MARK.
 KQ0482'
 KQ0482'REFERENCE MARK NUMBER 2, STAMPED EDAN NO 2 1958, IS A STANDARD
 KQ0482'DISK CEMENTED IN A DRILL HOLE IN A BOULDER 2 FEET BY 4 FEET,
 KQ0482'PROJECTING 1 FOOT AND AT ABOUT THE SAME ELEVATION AS THE
 KQ0482'STATION MARK.
 KQ0482'
 KQ0482'AZIMUTH MARK, STAMPED EDAN 1958, IS A STANDARD DISK CEMENTED
 KQ0482'IN A DRILL HOLE IN A BOULDER 2 FEET SQUARE AND PROJECTING
 KQ0482'4 INCHES.  IT IS 20 FEET NORTHWEST OF THE CENTERLINE OF THE
 KQ0482'TRACK ROAD AND 18 FEET NORTHWEST OF A SMALL CAIRN.
 KQ0482'
 KQ0482'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 KQ0482
 KQ0482                          STATION RECOVERY (1967)
 KQ0482
 KQ0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KQ0482'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-4, STATION 1001.
 KQ0482'REACHED BY HELICOPTER. STATION MARK--A STANDARD DISK STAMPED---EDAN
 KQ0482'1958---, CEMENTED IN A DRILL HOLE IN A BOULDER 2 FEET IN DIAMETER AND
 KQ0482'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0426 ***********************************************************************
 MU0426  DESIGNATION -  EDEN
 MU0426  PID         -  MU0426
 MU0426  STATE/COUNTY-  NV/HUMBOLDT
 MU0426  USGS QUAD   -  ANDERSON GARDENS (1988)
 MU0426
 MU0426                         *CURRENT SURVEY CONTROL
 MU0426  ___________________________________________________________________
 MU0426* NAD 83(1994)-  41 01 25.01528(N)    117 28 48.96321(W)     ADJUSTED  
 MU0426* NAVD 88     -      1370.8    (meters)    4497.     (feet)  VERTCON   
 MU0426  ___________________________________________________________________
 MU0426  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 MU0426  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 MU0426
 MU0426  HORZ ORDER  -  SECOND
 MU0426
 MU0426.The horizontal coordinates were established by classical geodetic methods
 MU0426.and adjusted by the National Geodetic Survey in June 1998..
 MU0426
 MU0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0426
 MU0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0426
 MU0426.The geoid height was determined by GEOID03.
 MU0426
 MU0426;                    North         East     Units Scale Factor Converg.
 MU0426;SPC NV W     - 4,696,854.063   892,765.038   MT  1.00000588   +0 43 26.7
 MU0426;SPC NV W     -15,409,595.37  2,929,013.30   sFT  1.00000588   +0 43 26.7
 MU0426;UTM  11      - 4,541,489.671   459,623.116   MT  0.99962006   -0 18 54.9
 MU0426
 MU0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0426!SPC NV W     -   0.99978818  x   1.00000588  =   0.99979406
 MU0426!UTM  11      -   0.99978818  x   0.99962006  =   0.99940832
 MU0426
 MU0426|---------------------------------------------------------------------|
 MU0426| PID    Reference Object                     Distance      Geod. Az  |
 MU0426|                                                           dddmmss.s |
 MU0426| CD6476 EDEN RM 1                            14.065 METERS 09304     |
 MU0426| MU0428 TROOP                               APPROX. 4.5 KM 1224627.1 |
 MU0426| CD6477 EDEN RM 2                            12.114 METERS 17034     |
 MU0426|---------------------------------------------------------------------|
 MU0426
 MU0426                          SUPERSEDED SURVEY CONTROL
 MU0426
 MU0426  NAD 83(1986)-  41 01 25.01934(N)    117 28 48.95914(W) AD(       ) 2
 MU0426  NAD 27      -  41 01 25.37050(N)    117 28 45.51900(W) AD(       ) 2
 MU0426  NGVD 29 (07/19/86) 1369.8    (m)         4494.     (f) VERT ANG       
 MU0426
 MU0426.Superseded values are not recommended for survey control.
 MU0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0426.See file dsdata.txt to determine how the superseded data were derived.
 MU0426
 MU0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF5962341490(NAD 83)
 MU0426_MARKER: DS = TRIANGULATION STATION DISK
 MU0426_SETTING: 80 = SET IN A BOULDER
 MU0426_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MU0426
 MU0426  HISTORY     - Date     Condition        Report By
 MU0426  HISTORY     - 1958     MONUMENTED       CGS
 MU0426
 MU0426                          STATION DESCRIPTION
 MU0426
 MU0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 MU0426'THE STATION IS ABOUT 5 MILES NORTH OF GOLCONDA ON THE WEST
 MU0426'SIDE OF THE EDEN VALLEY ROAD, AT THE SUMMIT OF THE LOW ROAD PASS
 MU0426'OVER A FLAT SAGE-COVERED RIDGE.
 MU0426'
 MU0426'TO REACH FROM THE CROSSROAD INTERSECTION IN GOLCONDA, GO
 MU0426'NORTHWEST ON U.S. HIGHWAY 40 FOR 0.7 MILE TO JUNCTION WITH EDEN
 MU0426'VALLEY ROAD.  TURN RIGHT AND FOLLOW GRADED ROAD NORTHERLY
 MU0426'FOR 5.3 MILES TO SUMMIT OF ROAD PASS AND STATION SITE ON LEFT.
 MU0426'
 MU0426'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 MU0426'IN DRILL HOLES IN BOULDERS.
 MU0426'
 MU0426'THE STATION MARK, STAMPED EDEN 1958, IS IN A 1 1/2-FOOT BOULDER
 MU0426'PROJECTING ABOUT 10 INCHES, AND 68 FEET WEST OF THE CENTER OF THE
 MU0426'GRADED ROAD.
 MU0426'
 MU0426'REFERENCE MARK 1, STAMPED EDEN NO 1 1958, IS IN AN 18-INCH
 MU0426'BOULDER PROJECTING ABOUT 4 INCHES, AND 22 FEET WEST OF THE CENTER
 MU0426'OF THE ROAD.
 MU0426'
 MU0426'REFERENCE MARK 2, STAMPED EDEN NO 2 1958, IS IN A 2-FOOT BOULDER
 MU0426'PROJECTING ABOUT 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0881 ***********************************************************************
 LR0881  DESIGNATION -  EDGE
 LR0881  PID         -  LR0881
 LR0881  STATE/COUNTY-  NV/HUMBOLDT
 LR0881  USGS QUAD   -  ROSE CREEK (1982)
 LR0881
 LR0881                         *CURRENT SURVEY CONTROL
 LR0881  ___________________________________________________________________
 LR0881* NAD 83(1994)-  40 59 50.38663(N)    117 59 05.40120(W)     ADJUSTED  
 LR0881* NAVD 88     -      1455.4    (meters)    4775.     (feet)  VERTCON   
 LR0881  ___________________________________________________________________
 LR0881  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 LR0881  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 LR0881
 LR0881  HORZ ORDER  -  SECOND
 LR0881
 LR0881.The horizontal coordinates were established by classical geodetic methods
 LR0881.and adjusted by the National Geodetic Survey in June 1998..
 LR0881
 LR0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0881
 LR0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0881
 LR0881.The geoid height was determined by GEOID03.
 LR0881
 LR0881;                    North         East     Units Scale Factor Converg.
 LR0881;SPC NV W     - 4,693,521.590   850,352.006   MT  0.99993119   +0 23 33.5
 LR0881;SPC NV W     -15,398,662.08  2,789,863.21   sFT  0.99993119   +0 23 33.5
 LR0881;UTM  11      - 4,538,927.649   417,170.061   MT  0.99968444   -0 38 46.0
 LR0881
 LR0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0881!SPC NV W     -   0.99977499  x   0.99993119  =   0.99970620
 LR0881!UTM  11      -   0.99977499  x   0.99968444  =   0.99945950
 LR0881
 LR0881:                Primary Azimuth Mark                     Grid Az
 LR0881:SPC NV W     -  RADAR DOME 3.5 MI NW WINNEMUCA           084 46 29.5
 LR0881:UTM  11      -  RADAR DOME 3.5 MI NW WINNEMUCA           085 48 49.0
 LR0881
 LR0881|---------------------------------------------------------------------|
 LR0881| PID    Reference Object                     Distance      Geod. Az  |
 LR0881|                                                           dddmmss.s |
 LR0881| MU0435 RADAR DOME 3.5 MI NW WINNEMUCA      APPROX.18.3 KM 0851003.0 |
 LR0881| DB7230 EDGE RM 1                             6.877 METERS 08613     |
 LR0881| DB7231 EDGE RM 2                             4.678 METERS 17016     |
 LR0881|---------------------------------------------------------------------|
 LR0881
 LR0881                          SUPERSEDED SURVEY CONTROL
 LR0881
 LR0881  NAD 83(1986)-  40 59 50.39284(N)    117 59 05.39235(W) AD(       ) 2
 LR0881  NAD 27      -  40 59 50.74180(N)    117 59 01.89370(W) AD(       ) 2
 LR0881  NGVD 29 (07/19/86) 1454.4    (m)         4772.     (f) VERT ANG       
 LR0881
 LR0881.Superseded values are not recommended for survey control.
 LR0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0881.See file dsdata.txt to determine how the superseded data were derived.
 LR0881
 LR0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF1717038928(NAD 83)
 LR0881_MARKER: DS = TRIANGULATION STATION DISK
 LR0881_SETTING: 80 = SET IN A BOULDER
 LR0881_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LR0881
 LR0881  HISTORY     - Date     Condition        Report By
 LR0881  HISTORY     - 1958     MONUMENTED       CGS
 LR0881
 LR0881                          STATION DESCRIPTION
 LR0881
 LR0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0881'THE STATION IS LOCATED AIRLINE ABOUT 13-1/2 MILES WEST NORTHWEST
 LR0881'OF WINNEMUCCA, 6 MILES NORTHEAST OF PRONTA, AND 5-1/2 MILES
 LR0881'EAST NORTHEAST OF BLUE MOUNTAIN.  IT IS ON THE SUMMIT OF A
 LR0881'LOW, INCONSPICUOUS HILL THAT LIES AT THE NORTH EDGE OF THE VALLEY
 LR0881'AND AT THE SOUTH EDGE OF THE HIGHER HILLS TO THE NORTH.
 LR0881'
 LR0881'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WINNEMUCCA GO
 LR0881'NORTH ON MELARKEY STREET FOR 0.1 MILE TO THE INTERSECTION OF
 LR0881'U.S. HIGHWAYS 40 AND 95, CONTINUE NORTHERLY ON U.S. HIGHWAY 95
 LR0881'FOR 0.5 MILE, JUST AFTER PASSING OVER RIVER AND RAILROAD TRACKS
 LR0881'TURNLEFT ON SIDE ROAD, STATE HIGHWAY 49, FOR 12.7 MILES TO A
 LR0881'FORK.  TAKE THE RIGHT FORK, OLD HIGHWAY, FOR 2.1 MILES TO A
 LR0881'REVERSE TRACK ROAD ON THE RIGHT.  TURN SHARP RIGHT NORTHEAST
 LR0881'FOR 1.4 MILES TO A FORK.  TAKE RIGHT FORK NORTHEAST FOR 1.25
 LR0881'MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 0.75 MILE
 LR0881'TO A VERY DIM TRACK ROAD ON THE LEFT.  TURN LEFT NORTHWEST
 LR0881'FOR 0.55 MILE TO THE SUMMIT OF THE FIRST RIDGE.  FROM HERE
 LR0881'BEAR NORTH ALONG RIDGE FOR 0.65 MILE TO THE SUMMIT OF THE NEXT
 LR0881'HILL AND STATION.
 LR0881'
 LR0881'THE STATION MARK IS A STANDARD DISK STAMPED EDGE 1958 CEMENTED
 LR0881'IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND.
 LR0881'
 LR0881'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED EDGE NO
 LR0881'1 1958 CEMENTED IN A DRILL HOLE IN A SMALL BOULDER THAT
 LR0881'PROJECTS ABOUT 5 INCHES AND IS THE SAME ELEVATION AS THE
 LR0881'STATION.
 LR0881'
 LR0881'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED EDGE NO
 LR0881'2 1958 CEMENTED IN A DRILL HOLE IN A SMALL BOULDER THAT PROJECTS
 LR0881'ABOUT 12 INCHES AND IS THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1182 ***********************************************************************
 FS1182  DESIGNATION -  EDGE
 FS1182  PID         -  FS1182
 FS1182  STATE/COUNTY-  NV/CLARK
 FS1182  USGS QUAD   -  SLOAN (1989)
 FS1182
 FS1182                         *CURRENT SURVEY CONTROL
 FS1182  ___________________________________________________________________
 FS1182* NAD 83(1994)-  35 54 26.70903(N)    115 12 17.38572(W)     ADJUSTED  
 FS1182* NAVD 88     -       896.7    (meters)    2942.     (feet)  VERTCON   
 FS1182  ___________________________________________________________________
 FS1182  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 FS1182  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FS1182
 FS1182  HORZ ORDER  -  SECOND
 FS1182
 FS1182.The horizontal coordinates were established by classical geodetic methods
 FS1182.and adjusted by the National Geodetic Survey in June 1998..
 FS1182
 FS1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1182
 FS1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1182
 FS1182.The geoid height was determined by GEOID03.
 FS1182
 FS1182;                    North         East     Units Scale Factor Converg.
 FS1182;SPC NV E     - 8,128,465.085   234,163.819   MT  0.99991438   +0 13 19.1
 FS1182;SPC NV E     -26,668,139.20    768,252.46   sFT  0.99991438   +0 13 19.1
 FS1182;UTM  11      - 3,975,168.572   661,991.703   MT  0.99992335   +1 03 11.0
 FS1182
 FS1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1182!SPC NV E     -   0.99986368  x   0.99991438  =   0.99977808
 FS1182!UTM  11      -   0.99986368  x   0.99992335  =   0.99978704
 FS1182
 FS1182|---------------------------------------------------------------------|
 FS1182| PID    Reference Object                     Distance      Geod. Az  |
 FS1182|                                                           dddmmss.s |
 FS1182| CC4721 EDGE RM 1                             9.609 METERS 02425     |
 FS1182| CC4722 EDGE RM 2                             8.432 METERS 15121     |
 FS1182| FS1218 TIM                                 APPROX. 5.3 KM 2931101.2 |
 FS1182|---------------------------------------------------------------------|
 FS1182
 FS1182                          SUPERSEDED SURVEY CONTROL
 FS1182
 FS1182  NAD 83(1992)-  35 54 26.70657(N)    115 12 17.38600(W) AD(1991.35) 2
 FS1182  NAD 83(1992)-  35 54 26.70535(N)    115 12 17.39139(W) AD(       ) 2
 FS1182  NAD 83(1992)-  35 54 26.70402(N)    115 12 17.39048(W) AD(       ) 2
 FS1182  NAD 83(1986)-  35 54 26.70213(N)    115 12 17.37954(W) AD(       ) 2
 FS1182  NAD 27      -  35 54 26.78480(N)    115 12 14.40490(W) AD(       ) 2
 FS1182  NGVD 29 (07/19/86)  895.9    (m)         2939.     (f) VERT ANG       
 FS1182
 FS1182.Superseded values are not recommended for survey control.
 FS1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1182.See file dsdata.txt to determine how the superseded data were derived.
 FS1182
 FS1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6199275169(NAD 83)
 FS1182_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FS1182_SETTING: 66 = SET IN ROCK OUTCROP
 FS1182
 FS1182  HISTORY     - Date     Condition        Report By
 FS1182  HISTORY     - 1958     MONUMENTED       CGS
 FS1182  HISTORY     - 1973     SEE DESCRIPTION  NGS
 FS1182
 FS1182                          STATION DESCRIPTION
 FS1182
 FS1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS1182'THE STATION IS 1.7 MILES SOUTH-SOUTHEAST OF SLOAN SERVICE
 FS1182'STATION, 0.2 MILE EAST OF U.S. HIGHWAY 91 AND ON THE SUMMIT
 FS1182'AND WEST END OF A SMALL DARK COLORED ROCKY KNOLL.  STATION
 FS1182'SITE IS ON THE FIRST LOW ROCKY KNOLL NORTH OF A BLACK SANDY
 FS1182'MINE PIT.
 FS1182'
 FS1182'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 FS1182'DRILL HOLES IN EMBEDED BOULDERS AND STAMPED EDGE 1958.  THE
 FS1182'STATION MARK IS 8 FEET NORTH OF A SMALL CAIRN.  THE REFERENCE
 FS1182'MARKS ARE FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
 FS1182'
 FS1182'TO REACH FROM SLOAN SERVICE STATION GO SOUTH ON U.S. 91 FOR
 FS1182'1.55 MILE TO CULVERT HERE TURN LEFT AND FOLLOW TRACK ROAD
 FS1182'EAST TO TELEPHONE LINE THENCE RIGHT FOR 0.15 MILE TO POLE
 FS1182'NUMBER 8801 AND GUY POLE NUMBER 8800 HERE TURN LEFT AND FOLLOW
 FS1182'DIM TRACK ROAD EAST THENCE SOUTH TO STATION SITE.  A 2 WHEEL
 FS1182'DRIVE.
 FS1182
 FS1182                          STATION RECOVERY (1973)
 FS1182
 FS1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 FS1182'STATION AND R.M.S RECOVERED IN GOOD CONDITION
 FS1182'
 FS1182'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 FS1182'SE OF SLOAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1789 ***********************************************************************
 GR1789  DESIGNATION -  EDGE
 GR1789  PID         -  GR1789
 GR1789  STATE/COUNTY-  NV/CLARK
 GR1789  USGS QUAD   -  CHARLESTON PEAK NE (1984)
 GR1789
 GR1789                         *CURRENT SURVEY CONTROL
 GR1789  ___________________________________________________________________
 GR1789* NAD 83(1994)-  36 22 39.67121(N)    115 31 30.81215(W)     ADJUSTED  
 GR1789* NAVD 88     -      1928.1    (meters)    6326.     (feet)  VERTCON   
 GR1789  ___________________________________________________________________
 GR1789  LAPLACE CORR-         -11.60  (seconds)                    DEFLEC99
 GR1789  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 GR1789
 GR1789  HORZ ORDER  -  THIRD
 GR1789
 GR1789.The horizontal coordinates were established by classical geodetic methods
 GR1789.and adjusted by the National Geodetic Survey in June 1998..
 GR1789
 GR1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1789
 GR1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1789
 GR1789.The geoid height was determined by GEOID03.
 GR1789
 GR1789;                    North         East     Units Scale Factor Converg.
 GR1789;SPC NV E     - 8,180,576.884   205,213.591   MT  0.99990033   +0 02 04.1
 GR1789;SPC NV E     -26,839,109.33    673,271.59   sFT  0.99990033   +0 02 04.1
 GR1789;UTM  11      - 4,026,850.612   632,285.606   MT  0.99981561   +0 52 29.4
 GR1789
 GR1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1789!SPC NV E     -   0.99970158  x   0.99990033  =   0.99960194
 GR1789!UTM  11      -   0.99970158  x   0.99981561  =   0.99951724
 GR1789
 GR1789:                Primary Azimuth Mark                     Grid Az
 GR1789:SPC NV E     -  LA MADRE                                 161 58 11.0
 GR1789:UTM  11      -  LA MADRE                                 161 07 45.7
 GR1789
 GR1789|---------------------------------------------------------------------|
 GR1789| PID    Reference Object                     Distance      Geod. Az  |
 GR1789|                                                           dddmmss.s |
 GR1789| GR1797 LA MADRE                            APPROX.19.3 KM 1620015.1 |
 GR1789|---------------------------------------------------------------------|
 GR1789
 GR1789                          SUPERSEDED SURVEY CONTROL
 GR1789
 GR1789  NAD 83(1992)-  36 22 39.67599(N)    115 31 30.81411(W) AD(1991.35) 3
 GR1789  NAD 83(1992)-  36 22 39.67647(N)    115 31 30.81540(W) AD(       ) 3
 GR1789  NAD 83(1986)-  36 22 39.67327(N)    115 31 30.81323(W) AD(       ) 3
 GR1789  NGVD 29 (05/01/88) 1927.2    (m)         6323.     (f) VERT ANG       
 GR1789
 GR1789.Superseded values are not recommended for survey control.
 GR1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1789.See file dsdata.txt to determine how the superseded data were derived.
 GR1789
 GR1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA3228626851(NAD 83)
 GR1789_MARKER: DS = TRIANGULATION STATION DISK
 GR1789_SETTING: 66 = SET IN ROCK OUTCROP
 GR1789_SP_SET: SET IN ROCK OUTCROP
 GR1789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1789+STABILITY: POSITION/ELEVATION WELL
 GR1789
 GR1789  HISTORY     - Date     Condition        Report By
 GR1789  HISTORY     - 1950     MONUMENTED       USGS
 GR1789
 GR1789                          STATION DESCRIPTION
 GR1789
 GR1789'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GR1789'LOCATED ABOUT 28 MI WNW. OF LAS VEGAS, ABOUT 14 MI W. OF JCT. OF
 GR1789'U.S. HWY. 95 AND NEVADA STATE HWY. 39.  ON PROMINENT TOP OF N.-S.
 GR1789'RIDGE WHICH SLOPES TOWARD HWY. 95.
 GR1789'
 GR1789'REACHED BY HELICOPTER LANDING ABOUT 200 YARDS N. OF STATION.
 GR1789'
 GR1789'TO REACH FROM INTERSECTION OF HWYS. 93 AND 95 (MAIN AVENUE AND
 GR1789'BONANZA RD.) IN LAS VEGAS, TAKE HWY. 95 22.7 MI NW.  TURN S. ON
 GR1789'DIM TRACK RD. AND GO 8.6 MI TO POINT WHERE RD. TURNS S. AT
 GR1789'DRAINAGE FROM LOW SADDLE.  PACK N. ALONG RIDGE TO STATION ON
 GR1789'NORTHERN OF TWO TOPS OF ABOUT SAME ELEVATION.  A 1-HOUR PACK.
 GR1789'
 GR1789'STATION MARK--STANDARD TABLET STAMPED---EDGE 1950---, CEMENTED IN
 GR1789'ROCK OUTCROP FLUSH WITH GROUND.
 GR1789'
 GR1789'RM 1--STANDARD RM TABLET STAMPED---NO 1 1950---, CEMENTED IN ROCK
 GR1789'OUTCROP.
 GR1789'
 GR1789'RM 2--STANDARD RM TABLET STAMPED---NO 2 1950---, CEMENTED IN SOLID
 GR1789'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0388 ***********************************************************************
 JP0388  DESIGNATION -  EDS HILL
 JP0388  PID         -  JP0388
 JP0388  STATE/COUNTY-  NV/NYE
 JP0388  USGS QUAD   -  EDS WELL (1985)
 JP0388
 JP0388                         *CURRENT SURVEY CONTROL
 JP0388  ___________________________________________________________________
 JP0388* NAD 83(1994)-  38 05 11.30440(N)    115 54 27.01025(W)     ADJUSTED  
 JP0388* NAVD 88     -      2026.1    (meters)    6647.     (feet)  VERTCON   
 JP0388  ___________________________________________________________________
 JP0388  LAPLACE CORR-           8.86  (seconds)                    DEFLEC99
 JP0388  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 JP0388
 JP0388  HORZ ORDER  -  FIRST
 JP0388
 JP0388.The horizontal coordinates were established by classical geodetic methods
 JP0388.and adjusted by the National Geodetic Survey in June 1998..
 JP0388
 JP0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0388
 JP0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0388
 JP0388.The geoid height was determined by GEOID03.
 JP0388
 JP0388;                    North         East     Units Scale Factor Converg.
 JP0388;SPC NV C     - 6,370,473.139   566,594.664   MT  0.99995460   +0 28 05.9
 JP0388;SPC NV C     -20,900,460.62  1,858,902.66   sFT  0.99995460   +0 28 05.9
 JP0388;SPC NV E     - 8,370,250.606   171,563.667   MT  0.99990996   -0 11 59.9
 JP0388;SPC NV E     -27,461,397.20    562,871.80   sFT  0.99990996   -0 11 59.9
 JP0388;UTM  11      - 4,215,972.973   595,806.993   MT  0.99971305   +0 40 26.2
 JP0388
 JP0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0388!SPC NV C     -   0.99968600  x   0.99995460  =   0.99964061
 JP0388!SPC NV E     -   0.99968600  x   0.99990996  =   0.99959599
 JP0388!UTM  11      -   0.99968600  x   0.99971305  =   0.99939914
 JP0388
 JP0388|---------------------------------------------------------------------|
 JP0388| PID    Reference Object                     Distance      Geod. Az  |
 JP0388|                                                           dddmmss.s |
 JP0388| DD4932 EDS HILL RM 1                        26.489 METERS 05814     |
 JP0388| DD4931 EDS HILL AZ MK                                     2035131.1 |
 JP0388| DD4933 EDS HILL RM 2                        29.063 METERS 26031     |
 JP0388|---------------------------------------------------------------------|
 JP0388
 JP0388                          SUPERSEDED SURVEY CONTROL
 JP0388
 JP0388  NAD 83(1986)-  38 05 11.29846(N)    115 54 27.01553(W) AD(       ) 1
 JP0388  NAD 27      -  38 05 11.53200(N)    115 54 23.86700(W) AD(       ) 1
 JP0388  NGVD 29 (07/19/86) 2025.0    (m)         6644.     (f) VERT ANG       
 JP0388
 JP0388.Superseded values are not recommended for survey control.
 JP0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0388.See file dsdata.txt to determine how the superseded data were derived.
 JP0388
 JP0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC9580715973(NAD 83)
 JP0388_MARKER: DS = TRIANGULATION STATION DISK
 JP0388_SETTING: 66 = SET IN ROCK OUTCROP
 JP0388
 JP0388  HISTORY     - Date     Condition        Report By
 JP0388  HISTORY     - 1939     MONUMENTED       CGS
 JP0388  HISTORY     - 1954     GOOD             CGS
 JP0388  HISTORY     - 1967     GOOD             USGS
 JP0388
 JP0388                          STATION DESCRIPTION
 JP0388
 JP0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0388'STATION IS ABOUT 16 MILES SW FROM NYALA, ABOUT 5 MILES SSE OF
 JP0388'THE ROAD TO TWIN SPRINGS (MIDLAND TRAIL), AND ABOUT 4 MILES
 JP0388'E FROM EDS WELL.  IT IS NEAR THE HIGHEST POINT ON THE E END OF
 JP0388'AN E AND W RIDGE WHICH LIES AT THE FOOT OF THE W SLOPE OF THE
 JP0388'GRANT RANGE OF MOUNTAINS, AND ON THE E SIDE OF THE S END OF
 JP0388'RAILROAD VALLEY.  THE RIDGE, AS SEEN FROM THE S, IS NOTICEABLE
 JP0388'BY TWO BLACK MALPAIS LEDGES AT THE BOTTOM WITH SCROLLED AND
 JP0388'FOLDED STRATA OF BROWN ROCK ABOVE THE LEDGES.
 JP0388'
 JP0388'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JP0388'DISKS WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 JP0388'
 JP0388'STATION MARK IS SET IN BEDROCK PROJECTING ABOUT 6 INCHES ABOVE
 JP0388'THE GROUND AND ABOUT 20 FEET NE OF, AND 2 FEET LOWER THAN
 JP0388'THE HIGHEST POINT OF THE HILL.  MARK IS STAMPED, EDS HILL
 JP0388'1938.
 JP0388'
 JP0388'REFERENCE MARK NO. 1 IS SET ABOUT 1 FOOT ABOVE THE GROUND, ABOUT
 JP0388'110 FEET NE OF, AND 5 FEET LOWER THAN THE HIGHEST POINT OF THE
 JP0388'HILL.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.  MARK IS
 JP0388'STAMPED, EDS HILL NO. 1 1938.  REFERENCE MARK NO. 2 IS SET ABOUT
 JP0388'6 INCHES ABOVE THE GROUND, ABOUT 70 FEET W OF, AND 10 FEET
 JP0388'LOWER THAN THE HIGHEST POINT OF THE HILL ON A W SLOPE.  IT
 JP0388'IS ABOUT 8 FEET LOWER THAN THE STATION AND IS NOT VISIBLE FROM
 JP0388'THE STATION.  MARK IS STAMPED, EDS HILL NO. 2 1938.
 JP0388'
 JP0388'AZIMUTH MARK IS A STANDARD DISK (AZIMUTH MARK) SET ATOP A SMALL
 JP0388'ROCKY KNOLL AT THE FOOT OF THE W END OF AN E AND W RIDGE.  IT
 JP0388'IS ABOUT 1 MILE SSW, AIRLINE, ESTIMATED DISTANCE, FROM THE STATION
 JP0388'AND ABOUT 1,000 FEET LOWER.  MARK IS STAMPED, EDS HILL 1938.
 JP0388'
 JP0388'ELEVATION OF STATION IS 6,750 FEET.
 JP0388'
 JP0388'STATION IS REACHED FROM EDS WELL AS FOLLOWS--GO N 0.1 MILE
 JP0388'TO A CROSS ROAD AND STATION, ECLIPSE 1939, THEN TURN RIGHT, E, AND
 JP0388'GO 3.2 MILES TO A SMALL PILE OF ROCKS ALONG THE N SIDE OF
 JP0388'THE ROAD.  THENCE TURN LEFT AND GO ACROSS COUNTRY IN A
 JP0388'NORTHEASTERLY DIRECTION FOR ABOUT 2 MILES TO THE FOOT OF THE
 JP0388'HILL AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK IN A
 JP0388'NORTHERLY DIRECTION TO THE TOP OF THE HILL AND STATION.  ABOUT
 JP0388'A 45-MINUTE PACK.
 JP0388
 JP0388                          STATION RECOVERY (1954)
 JP0388
 JP0388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 JP0388'RECOVERED - THE STATION WAS NOT VISITED.  THE INDENTIFICATION
 JP0388'OF THE PEAK WAS ACCOMPLISHED BY THE DESCRIPTION OF THE PEAK AND
 JP0388'THE DIRECTIONS FOR REACHING THE STATION AS GIVEN IN 1939
 JP0388'DESCRIPTION.
 JP0388
 JP0388                          STATION RECOVERY (1967)
 JP0388
 JP0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (WAO)
 JP0388'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9108 ***********************************************************************
 AH9108  DESIGNATION -  EDWARDS
 AH9108  PID         -  AH9108
 AH9108  STATE/COUNTY-  NV/CHURCHILL
 AH9108  USGS QUAD   -  NEW PASS WELL (1990)
 AH9108
 AH9108                         *CURRENT SURVEY CONTROL
 AH9108  ___________________________________________________________________
 AH9108* NAD 83(1994)-  39 38 47.80095(N)    117 37 02.10531(W)     ADJUSTED  
 AH9108* NAVD 88     -      1560.2    (meters)    5119.     (feet)  VERTCON   
 AH9108  ___________________________________________________________________
 AH9108  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 AH9108  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AH9108
 AH9108  HORZ ORDER  -  THIRD
 AH9108
 AH9108.The horizontal coordinates were established by classical geodetic methods
 AH9108.and adjusted by the National Geodetic Survey in February 1999..
 AH9108
 AH9108.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9108
 AH9108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9108
 AH9108.The geoid height was determined by GEOID03.
 AH9108
 AH9108;                    North         East     Units Scale Factor Converg.
 AH9108;SPC NV W     - 4,543,825.211   882,913.599   MT  0.99998461   +0 36 59.2
 AH9108;SPC NV W     -14,907,533.21  2,896,692.37   sFT  0.99998461   +0 36 59.2
 AH9108;UTM  11      - 4,388,717.755   447,040.806   MT  0.99963453   -0 23 37.8
 AH9108
 AH9108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9108!SPC NV W     -   0.99975881  x   0.99998461  =   0.99974342
 AH9108!UTM  11      -   0.99975881  x   0.99963453  =   0.99939343
 AH9108
 AH9108                          SUPERSEDED SURVEY CONTROL
 AH9108
 AH9108  NGVD 29 (02/26/99) 1559.1    (m)         5115.     (f) VERT ANG       
 AH9108
 AH9108.Superseded values are not recommended for survey control.
 AH9108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9108.See file dsdata.txt to determine how the superseded data were derived.
 AH9108
 AH9108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD4704188718(NAD 83)
 AH9108_MARKER: DS = TRIANGULATION STATION DISK
 AH9108_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH9108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9108+STABILITY: SURFACE MOTION
 AH9108
 AH9108  HISTORY     - Date     Condition        Report By
 AH9108  HISTORY     - 1965     MONUMENTED       USGS
 AH9108
 AH9108                          STATION DESCRIPTION
 AH9108
 AH9108'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH9108'LOCATED ABOUT 11 MI. N. AND 29 MI. W. OF AUSTIN, AND ABOUT 23 MI. N.
 AH9108'AND 14 MI. E. OF EASTGATE, AND ABOUT 1.8 MI. N. AND 5.2 MI. E. OF THE
 AH9108'BUYERS RANCH, ON THE E. EDGE OF A LARGE, DRY LAKE IN EDWARDS CREEK
 AH9108'VALLEY, IN THE DRY LAKE BED, ABOUT 50 FT. W. OF THE VEGETATION LINE OF
 AH9108'THE LAKE SHORE. STATION REACHED BY HELICOPTER. TO REACH FROM
 AH9108'MIDDLEGATE AT THE JUNCTION OF U.S. HIGHWAY 50 AND MI. TO EASTGATE,
 AH9108'CONTINUE E. ON U.S. HIGHWAY 50 FOR 5 MI. TO JUNCTION WITH PROPOSED NEW
 AH9108'ROUTE OF U.S. HIGHWAY 50, TAKE THE LEFT FORK AND PROCEED NE. AND N.
 AH9108'ALONG PROPOSED U.S. HIGHWAY 50, GRAVEL RD. FOR 14.3 MI. TO JUNCTION
 AH9108'WITH GRAVEL RD. W., TAKE THE LEFT FORK AND CONTINUE N. AND NW. AROUND
 AH9108'THE W. SIDE OF THE VALLEY FOR 13.2 MI. TO JUNCTION WITH THE BUYERS
 AH9108'RANCH RD., TAKE THE RIGHT FORK AND PROCEED E. ALONG RD. PAST BUYERS
 AH9108'RANCH FOR 2.1 MI. TO EDGE OF DRY LAKE, THENCE DRIVE N.-NE. ACROSS LAKE
 AH9108'FOR 4.9 MI. TO E. EDGE OF LAKE AND STATION. STATION MARK--A STANDARD
 AH9108'ALUMINUM BENCH MARK TABLET STAMPED--- ---EDWARDS 1965--- SET IN
 AH9108'CONCRETE POST. REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET
 AH9108'STAMPED--- ---NO 1 1965--- SET IN CONCRETE POST, 32.09 FT. FROM
 AH9108'STATION MARK IN DIRECT 104 DEGREES 52 MINUTES. REFERENCE MARK NO. 2--A
 AH9108'STANDARD REFERENCE MARK TABLET STAMPED--- ---NO 2 1965--- SET IN
 AH9108'CONCRETE POST, 24.77 FT. FROM STATION MARK IN DIRECT 189 DEGREES 14
 AH9108'MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0356 ***********************************************************************
 KP0356  DESIGNATION -  EGAN
 KP0356  PID         -  KP0356
 KP0356  STATE/COUNTY-  NV/WHITE PINE
 KP0356  USGS QUAD   -  LUSETTI CANYON (1990)
 KP0356
 KP0356                         *CURRENT SURVEY CONTROL
 KP0356  ___________________________________________________________________
 KP0356* NAD 83(1994)-  39 24 23.77197(N)    114 52 36.41821(W)     ADJUSTED  
 KP0356* NAVD 88     -      2869.8    (meters)    9415.     (feet)  VERTCON   
 KP0356  ___________________________________________________________________
 KP0356  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 KP0356  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 KP0356
 KP0356  HORZ ORDER  -  FIRST
 KP0356
 KP0356.The horizontal coordinates were established by classical geodetic methods
 KP0356.and adjusted by the National Geodetic Survey in June 1998..
 KP0356
 KP0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0356
 KP0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0356
 KP0356.The geoid height was determined by GEOID03.
 KP0356
 KP0356;                    North         East     Units Scale Factor Converg.
 KP0356;SPC NV E     - 8,516,972.997   260,848.296   MT  0.99994557   +0 26 54.8
 KP0356;SPC NV E     -27,942,768.91    855,799.78   sFT  0.99994557   +0 26 54.8
 KP0356;UTM  11      - 4,364,050.113   682,804.405   MT  1.00001146   +1 20 53.6
 KP0356
 KP0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0356!SPC NV E     -   0.99955314  x   0.99994557  =   0.99949873
 KP0356!UTM  11      -   0.99955314  x   1.00001146  =   0.99956459
 KP0356
 KP0356|---------------------------------------------------------------------|
 KP0356| PID    Reference Object                     Distance      Geod. Az  |
 KP0356|                                                           dddmmss.s |
 KP0356| DD4935 EGAN RM 1                             4.707 METERS 01854     |
 KP0356| DD4934 EGAN AZ MK                                         0964512.8 |
 KP0356| DD4936 EGAN RM 2                             3.664 METERS 26106     |
 KP0356|---------------------------------------------------------------------|
 KP0356
 KP0356                          SUPERSEDED SURVEY CONTROL
 KP0356
 KP0356  NAD 83(1994)-  39 24 23.77144(N)    114 52 36.41839(W) AD(       ) 1
 KP0356  NAD 83(1986)-  39 24 23.76722(N)    114 52 36.41780(W) AD(       ) 1
 KP0356  NAD 27      -  39 24 23.99381(N)    114 52 33.34248(W) AD(       ) 1
 KP0356  NGVD 29 (07/19/86) 2868.5    (m)         9411.     (f) VERT ANG       
 KP0356
 KP0356.Superseded values are not recommended for survey control.
 KP0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0356.See file dsdata.txt to determine how the superseded data were derived.
 KP0356
 KP0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD8280464050(NAD 83)
 KP0356_MARKER: DS = TRIANGULATION STATION DISK
 KP0356_SETTING: 80 = SET IN A BOULDER
 KP0356_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KP0356
 KP0356  HISTORY     - Date     Condition        Report By
 KP0356  HISTORY     - 1954     MONUMENTED       CGS
 KP0356  HISTORY     - 1967     GOOD             CGS
 KP0356
 KP0356                          STATION DESCRIPTION
 KP0356
 KP0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0356'THE STATION IS LOCATED ON THE SOUTHERNMOST HIGH POINT OF A
 KP0356'HIGH, LONE, HILL THAT IS IN THE NORTHERN PART OF THE EGAN RANGE,
 KP0356'ABOUT 11 MILES, AIR LINE, NORTH OF ELY, ABOUT 7 MILES, AIR LINE,
 KP0356'WEST OF MC GILL, AND ABOUT 11-1/2 MILES, AIR LINE, NORTH-NORTHEAST
 KP0356'OF THE KENNECOTT COPPER PIT.
 KP0356'
 KP0356'TO REACH THE STATION FROM THE POST OFFICE IN MC GILL GO SOUTH
 KP0356'ON U.S. HIGHWAY 93 FOR 1.6 MILES TO A SIDE ROAD RIGHT.  TURN
 KP0356'RIGHT, WEST, AND GO 0.2 MILE TO A FORK, JUST AFTER CROSSING
 KP0356'THE RAILROAD TRACKS.  TAKE THE RIGHT FORK, WEST, AND FOLLOW
 KP0356'THE MAIN TRAVELED ROAD FOR 2.15 MILES TO A DIM FORK ON THE
 KP0356'LEFT.  TURN LEFT, NORTHWEST, AND GO 0.25 MILE TO A CROSS ROAD.
 KP0356'CONTINUE, NORTHWEST, FOR 0.4 MILE TO A CROSS ROAD.
 KP0356'CONTINUE, NORTHWEST, FOR 0.9 MILE TO THE AZIMUTH MARK ON
 KP0356'THE RIGHT.  CONTINUE, WEST, ON THE ROAD FOR 0.2 MILE TO
 KP0356'THE END OF THE ROAD AND THE END OF TRUCK TRAVEL.  FROM
 KP0356'THE END OF TRUCK TRAVEL PACK WEST UP THE VERY STEEP SLOPE
 KP0356'FOR 3 HOURS TO THE SUMMIT OF THE SOUTHERN HIGH POINT AND
 KP0356'THE STATION.
 KP0356'
 KP0356'THE STATION IS A STANDARD DISK, STAMPED EGAN 1954, SET IN
 KP0356'A DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES.
 KP0356'
 KP0356'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EGAN NO 1 1954,
 KP0356'SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 FEET.  IT
 KP0356'IS ABOUT THE SAME ELEVATION AS THE STATION.
 KP0356'
 KP0356'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EGAN NO 2 1954
 KP0356'SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 FEET.  IT
 KP0356'IS ABOUT THE SAME ELEVATION AS THE STATION.
 KP0356'
 KP0356'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EGAN 1954, SET
 KP0356'IN A DRILL HOLE IN A LARGE GRANITE OUTCROP THAT PROJECTS
 KP0356'ABOUT 20 FEET.  IT IS ABOUT 150 FEET NORTH OF THE CENTER LINE
 KP0356'OF THE ROAD, 50 FEET WEST OF THE HIGHEST POINT OF THE OUTCROP.
 KP0356
 KP0356                          STATION RECOVERY (1967)
 KP0356
 KP0356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0356'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KP0356'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD
 KP0356'CHANGES, A NEW DESCRIPTION FOLLOWS.
 KP0356'
 KP0356'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH, ROCKY
 KP0356'HILL, ABOUT 11 MILES NORTH OF ELY AND ABOUT 6 MILES WEST OF
 KP0356'MC GILL.
 KP0356'
 KP0356'TO REACH THE STATION FROM THE POST OFFICE IN MC GILL, GO
 KP0356'SOUTH ON U.S. HIGHWAY 93.  ALTERNATE 50 FOR 1.6 MILES TO A
 KP0356'GRAVEL SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTHWEST ON THE
 KP0356'GRAVEL ROAD FOR 0.85 MILE TO A RAILROAD CROSSING AND A FORK.
 KP0356'CROSS THE RAILROAD TRACK AND TAKE THE RIGHT FORK FOR 0.1
 KP0356'MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST ON THE
 KP0356'GRAVEL ROAD FOR 5.55 MILES TO A CROSSROAD.  TURN RIGHT AND
 KP0356'GO NORTHWEST ON THE GRAVEL ROAD FOR 3.1 MILES TO A FORK.  TAKE
 KP0356'THE RIGHT FORK AND GO NORTHERLY FOR 0.4 MILE TO A TRACK
 KP0356'SIDE ROAD RIGHT.  TURN RIGHT AND GO FOR 0.1 MILE TO A WIRE
 KP0356'GATE.  PASS THROUGH THE GATE, TURN LEFT AND GO NORTH ON A
 KP0356'TRACK ROAD ALONG THE EAST SIDE OF A FENCE FOR 0.3 MILE TO
 KP0356'A TRACK SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON
 KP0356'THE MAIN TRACK ROAD FOR 0.6 MILE TO A CROSSROAD.  TURN
 KP0356'RIGHT DOWN INTO A WASH, FOLLOW WASH NORTHEAST FOR 0.65 MILE
 KP0356'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTHEAST UP
 KP0356'THE CANYON FOR 1.7 MILES TO A FORK.  TAKE THE RIGHT FORK
 KP0356'AND FOLLOW THE DIM TRACK ROAD EASTERLY FOR 0.5 MILE TO
 KP0356'THE END OF TRUCK TRAVEL.  A 4-WHEEL DRIVE TRUCK IS
 KP0356'NEEDED FOR THE LAST 0.5 MILE.  PACK EAST TO A LOW
 KP0356'SADDLE, THENCE BEAR RIGHT DOWN INTO A SMALL VALLEY, CONTINUE
 KP0356'EASTERLY UP A GRASS AND TREE COVERED SLOPE TO THE SOUTH END
 KP0356'OF THE STATION HILL.  TURN LEFT AND PACK NORTHERLY ALONG THE
 KP0356'TOP OF THE ROCKY RIDGE TO THE HIGHEST POINT AND THE
 KP0356'STATION.  ABOUT A 3 HOUR PACK.
 KP0356'
 KP0356'THE STATION MARK IS A STANDARD DISK STAMPED EGAN 1954, CEMENTED
 KP0356'IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT 1 FOOT.
 KP0356'
 KP0356'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EGAN NO 1 1954,
 KP0356'CEMENTED IN A DRILL HOLE IN BEDROCK OUTCROPPING.  IT IS ABOUT
 KP0356'THE SAME ELEVATION AS THE STATION.
 KP0356'
 KP0356'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EGAN NO 2 1954,
 KP0356'CEMENTED IN A DRILL HOLE IN BEDROCK OUTCROPPING.  IT IS AT
 KP0356'ABOUT THE SAME ELEVATION AS THE STATION.
 KP0356'
 KP0356'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EGAN 1954, CEMENTED
 KP0356'IN A DRILL HOLE IN A LARGE GRANITE OUTCROP THAT PROJECTS
 KP0356'ABOUT 20 FEET.  IT IS ABOUT 150 FEET NORTH OF THE CENTER
 KP0356'OF THE ROAD AND ABOUT 50 FEET WEST OF THE HIGHEST POINT OF
 KP0356'THE OUTCROPS.
 KP0356'
 KP0356'TO REACH THE AZIMUTH MARK FROM THE RAILROAD TRACK MENTIONED
 KP0356'IN THE ROUTE TO THE STATION, CROSS THE RAILROAD TRACK, BEAR
 KP0356'RIGHT AND FOLLOW THE MAIN ROAD NORTH-NORTHWEST FOR 2.9 MILES
 KP0356'TO A FORK AND A TRACK SIDE ROAD LEFT JUST BEYOND, TURN LEFT
 KP0356'AND GO WEST-SOUTHWEST ON THE TRACK ROAD FOR 0.5 MILE TO A
 KP0356'CROSSROAD, CONTINUE AHEAD FOR 0.2 MILE TO A CROSSROAD, TURN
 KP0356'RIGHT AND GO NORTHWEST FOR 0.3 MILE TO A FORK, TAKE THE LEFT
 KP0356'FORK AND GO 0.05 MILE TO A FORK, TAKE THE LEFT FORK AND GO
 KP0356'0.45 MILE TO A LARGE OUTCROP ON THE RIGHT AND THE AZIMUTH
 KP0356'MARK IN A SADDLE BETWEEN TWO HIGH POINTS OF THE OUTCROP.
 KP0356'
 KP0356'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KP0356'
 KP0356'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 KP0356'WEST OF MC GILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0701 ***********************************************************************
 JP0701  DESIGNATION -  EGAN VABM
 JP0701  PID         -  JP0701
 JP0701  STATE/COUNTY-  NV/WHITE PINE
 JP0701  USGS QUAD   -  SAWMILL CANYON (1977)
 JP0701
 JP0701                         *CURRENT SURVEY CONTROL
 JP0701  ___________________________________________________________________
 JP0701* NAD 83(1994)-  38 55 54.87491(N)    114 53 37.11258(W)     ADJUSTED  
 JP0701* NAVD 88     -      3086.1    (meters)   10125.     (feet)  VERTCON   
 JP0701  ___________________________________________________________________
 JP0701  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 JP0701  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 JP0701
 JP0701  HORZ ORDER  -  THIRD
 JP0701
 JP0701.The horizontal coordinates were established by classical geodetic methods
 JP0701.and adjusted by the National Geodetic Survey in June 1998..
 JP0701
 JP0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0701
 JP0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0701
 JP0701.The geoid height was determined by GEOID03.
 JP0701
 JP0701;                    North         East     Units Scale Factor Converg.
 JP0701;SPC NV E     - 8,464,266.379   259,796.994   MT  0.99994402   +0 26 00.3
 JP0701;SPC NV E     -27,769,847.28    852,350.64   sFT  0.99994402   +0 26 00.3
 JP0701;UTM  11      - 4,311,330.014   682,576.625   MT  1.00001048   +1 19 26.4
 JP0701
 JP0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0701!SPC NV E     -   0.99951934  x   0.99994402  =   0.99946339
 JP0701!UTM  11      -   0.99951934  x   1.00001048  =   0.99952982
 JP0701
 JP0701                          SUPERSEDED SURVEY CONTROL
 JP0701
 JP0701  NAD 83(1994)-  38 55 54.87459(N)    114 53 37.11305(W) AD(       ) 3
 JP0701  NAD 83(1986)-  38 55 54.87408(N)    114 53 37.11194(W) AD(       ) 3
 JP0701  NGVD 29 (01/04/94) 3084.6    (m)        10120.     (f) VERT ANG       
 JP0701
 JP0701.Superseded values are not recommended for survey control.
 JP0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0701.See file dsdata.txt to determine how the superseded data were derived.
 JP0701
 JP0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD8257711330(NAD 83)
 JP0701_MARKER: DB = BENCH MARK DISK
 JP0701_SETTING: 80 = SET IN A BOULDER
 JP0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0701+STABILITY: SURFACE MOTION
 JP0701
 JP0701  HISTORY     - Date     Condition        Report By
 JP0701  HISTORY     - 1973     MONUMENTED       USGS
 JP0701
 JP0701                          STATION DESCRIPTION
 JP0701
 JP0701'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0701'LOCATED ABOUT 23 MI S. OF ELY, ABOUT 9 MI WNW. OF PRESTON.  ON ONE
 JP0701'OF HIGHEST POINTS OF EGAN RANGE.
 JP0701'
 JP0701'TO REACH FROM INTERSECTION OF U.S. HWYS. 93 AND 50 IN EAST ELY,
 JP0701'GO 6.0 MI S. ON U.S. HWY. 93 TO GOOD GRAVEL RD.  TURN RIGHT 18.5
 JP0701'MI PASSING WARD MINING DISTRICT RD. AT 7.6 MI, WARD CHARCOAL OVEN
 JP0701'RD. AT 10.7 MI, CATTLEGUARDS AT 15.3 MI AND 17.2 MI.  TURN RIGHT
 JP0701'(W.) ON DIRT RD.  RD. INTERSECTION AT 23 MI.  STAY LEFT WITH
 JP0701'CATTLEGUARD AT 0.3 MI PAST INTERSECTION, SPRING AT 0.6 MI PAST
 JP0701'INTERSECTION, THEN RD. SWINGS N. (4-WHEEL DRIVE PAST THIS POINT).
 JP0701'CONTINUE 3.7 MI PAST SPRING TO SADDLE AND TRAIL.  TAKE TRAIL LEFT
 JP0701'(SW.) WHICH CROSSES SADDLE AND FOLLOWS RIDGE 0.6 MI FROM
 JP0701'INTERSECTION.  PACK ABOUT 45 MINUTES W. THEN S. ALONG RIDGE TO
 JP0701'HIGHEST TOP ON N.-S. RIDGE.  STATION IS ABOUT 50 FT S. OF HIGHEST
 JP0701'POINT ON BARE ROCKY TOP.
 JP0701'
 JP0701'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---VABM EGAN 1973---,
 JP0701'IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0950 ***********************************************************************
 AI0950  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI0950  DESIGNATION -  EGAN_BRGN_NV1996 CORS ARP
 AI0950  CORS_ID     -  EGAN
 AI0950  PID         -  AI0950
 AI0950  STATE/COUNTY-  NV/WHITE PINE
 AI0950  USGS QUAD   -  RUTH (1979)
 AI0950
 AI0950                         *CURRENT SURVEY CONTROL
 AI0950  ___________________________________________________________________
 AI0950* NAD 83(CORS)-  39 20 42.86001(N)    114 56 19.82629(W)     ADJUSTED  
 AI0950* NAVD 88     -      2019.3    (meters)    6625.     (feet)  GPS OBS   
 AI0950  ___________________________________________________________________
 AI0950  EPOCH DATE  -        2002.00
 AI0950  X           -  -2,083,233.541 (meters)                     COMP
 AI0950  Y           -  -4,479,987.673 (meters)                     COMP
 AI0950  Z           -   4,023,297.978 (meters)                     COMP
 AI0950  ELLIP HEIGHT-        1999.01  (meters)          (03/??/02) GPS OBS
 AI0950  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 AI0950
 AI0950  HORZ ORDER  -  SPECIAL (CORS)
 AI0950  ELLP ORDER  -  SPECIAL (CORS)
 AI0950
 AI0950.ITRF positions are available for this station.
 AI0950.The coordinates were established by GPS observations
 AI0950.and adjusted by the National Geodetic Survey in March 2002..
 AI0950.The coordinates are valid at the epoch date displayed above.
 AI0950.The epoch date for horizontal control is a decimal equivalence
 AI0950.of Year/Month/Day.
 AI0950
 AI0950.The orthometric height was determined by GPS observations and a
 AI0950.high-resolution geoid model.
 AI0950
 AI0950.The PID for the CORS L1 Phase Center is AI0951.
 AI0950
 AI0950.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI0950
 AI0950.The ellipsoidal height was determined by GPS observations
 AI0950.and is referenced to NAD 83.
 AI0950
 AI0950.The geoid height was determined by GEOID03.
 AI0950
 AI0950;                    North         East     Units Scale Factor Converg.
 AI0950;SPC NV E     - 8,510,120.747   255,552.433   MT  0.99993798   +0 24 31.0
 AI0950;SPC NV E     -27,920,287.82    838,424.94   sFT  0.99993798   +0 24 31.0
 AI0950
 AI0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0950!SPC NV E     -   0.99968647  x   0.99993798  =   0.99962447
 AI0950
 AI0950                          SUPERSEDED SURVEY CONTROL
 AI0950
 AI0950  NAD 83(CORS)-  39 20 42.86066(N)    114 56 19.82649(W) AD(1997.00) c
 AI0950  ELLIP H (07/??/00) 1999.14   (m)                       GP(1997.00) c c
 AI0950  NAD 83(CORS)-  39 20 42.86015(N)    114 56 19.82614(W) AD(1997.00) c
 AI0950  ELLIP H (07/??/99) 1999.06   (m)                       GP(1997.00) c c
 AI0950
 AI0950.Superseded values are not recommended for survey control.
 AI0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0950.See file dsdata.txt to determine how the superseded data were derived.
 AI0950
 AI0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD7761657115(NAD 83)
 AI0950_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI0950
 AI0950                          STATION DESCRIPTION
 AI0950
 AI0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI0950'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI0950'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI0950'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI0950'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI0950'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0951 ***********************************************************************
 AI0951  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI0951  DESIGNATION -  EGAN_BRGN_NV1996 CORS L1 PHASE CENTER
 AI0951  CORS_ID     -  EGAN
 AI0951  PID         -  AI0951
 AI0951  STATE/COUNTY-  NV/WHITE PINE
 AI0951  USGS QUAD   -  RUTH (1979)
 AI0951
 AI0951                         *CURRENT SURVEY CONTROL
 AI0951  ___________________________________________________________________
 AI0951* NAD 83(CORS)-  39 20 42.86005(N)    114 56 19.82627(W)     ADJUSTED  
 AI0951* NAVD 88     -      2019.4    (meters)    6625.     (feet)  GPS OBS   
 AI0951  ___________________________________________________________________
 AI0951  EPOCH DATE  -        2002.00
 AI0951  X           -  -2,083,233.576 (meters)                     COMP
 AI0951  Y           -  -4,479,987.749 (meters)                     COMP
 AI0951  Z           -   4,023,298.049 (meters)                     COMP
 AI0951  ELLIP HEIGHT-        1999.12  (meters)          (03/??/02) GPS OBS
 AI0951  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 AI0951
 AI0951  HORZ ORDER  -  SPECIAL (CORS)
 AI0951  ELLP ORDER  -  SPECIAL (CORS)
 AI0951
 AI0951.ITRF positions are available for this station.
 AI0951.The coordinates were established by GPS observations
 AI0951.and adjusted by the National Geodetic Survey in March 2002..
 AI0951.The coordinates are valid at the epoch date displayed above.
 AI0951.The epoch date for horizontal control is a decimal equivalence
 AI0951.of Year/Month/Day.
 AI0951
 AI0951.The orthometric height was determined by GPS observations and a
 AI0951.high-resolution geoid model.
 AI0951
 AI0951.The PID for the CORS ARP is AI0950.
 AI0951
 AI0951.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI0951
 AI0951.The ellipsoidal height was determined by GPS observations
 AI0951.and is referenced to NAD 83.
 AI0951
 AI0951.The geoid height was determined by GEOID03.
 AI0951
 AI0951;                    North         East     Units Scale Factor Converg.
 AI0951;SPC NV E     - 8,510,120.749   255,552.433   MT  0.99993798   +0 24 31.0
 AI0951;SPC NV E     -27,920,287.82    838,424.94   sFT  0.99993798   +0 24 31.0
 AI0951
 AI0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0951!SPC NV E     -   0.99968646  x   0.99993798  =   0.99962446
 AI0951
 AI0951                          SUPERSEDED SURVEY CONTROL
 AI0951
 AI0951  NAD 83(CORS)-  39 20 42.86070(N)    114 56 19.82647(W) AD(1997.00) c
 AI0951  ELLIP H (07/??/00) 1999.25   (m)                       GP(1997.00) c c
 AI0951  NAD 83(CORS)-  39 20 42.86019(N)    114 56 19.82612(W) AD(1997.00) c
 AI0951  ELLIP H (07/??/99) 1999.17   (m)                       GP(1997.00) c c
 AI0951
 AI0951.Superseded values are not recommended for survey control.
 AI0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0951.See file dsdata.txt to determine how the superseded data were derived.
 AI0951
 AI0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD7761657115(NAD 83)
 AI0951_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI0951
 AI0951                          STATION DESCRIPTION
 AI0951
 AI0951'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI0951'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI0951'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI0951'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI0951'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI0951'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5303 ***********************************************************************
 DG5303  DESIGNATION -  EGAN_BRGN_NV1996 GRP
 DG5303  PID         -  DG5303
 DG5303  STATE/COUNTY-  NV/WHITE PINE
 DG5303  USGS QUAD   -  RUTH (1979)
 DG5303
 DG5303                         *CURRENT SURVEY CONTROL
 DG5303  ___________________________________________________________________
 DG5303* NAD 83(CORS)-  39 20 42.86001(N)    114 56 19.82629(W)     ADJUSTED  
 DG5303* NAVD 88     -                                                        
 DG5303  ___________________________________________________________________
 DG5303  EPOCH DATE  -        2002.00
 DG5303  X           -  -2,083,233.515 (meters)                     COMP
 DG5303  Y           -  -4,479,987.617 (meters)                     COMP
 DG5303  Z           -   4,023,297.927 (meters)                     COMP
 DG5303  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 DG5303  ELLIP HEIGHT-        1998.93  (meters)          (03/??/02) GPS OBS
 DG5303  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 DG5303
 DG5303  HORZ ORDER  -  A
 DG5303  ELLP ORDER  -  FOURTH    CLASS I
 DG5303
 DG5303.ITRF positions are available for this station.
 DG5303.The horizontal coordinates were established by GPS observations
 DG5303.and adjusted by the National Geodetic Survey in March 2002..
 DG5303.The horizontal coordinates are valid at the epoch date displayed above.
 DG5303.The epoch date for horizontal control is a decimal equivalence
 DG5303.of Year/Month/Day.
 DG5303
 DG5303
 DG5303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5303
 DG5303.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5303
 DG5303.The ellipsoidal height was determined by GPS observations
 DG5303.and is referenced to NAD 83.
 DG5303
 DG5303.The geoid height was determined by GEOID03.
 DG5303
 DG5303;                    North         East     Units Scale Factor Converg.
 DG5303;SPC NV E     - 8,510,120.747   255,552.433   MT  0.99993798   +0 24 31.0
 DG5303;SPC NV E     -27,920,287.82    838,424.94   sFT  0.99993798   +0 24 31.0
 DG5303;UTM  11      - 4,357,115.204   677,616.413   MT  0.99998844   +1 18 25.6
 DG5303
 DG5303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5303!SPC NV E     -   0.99968649  x   0.99993798  =   0.99962449
 DG5303!UTM  11      -   0.99968649  x   0.99998844  =   0.99967493
 DG5303
 DG5303                          SUPERSEDED SURVEY CONTROL
 DG5303
 DG5303  NAD 83(CORS)-  39 20 42.86066(N)    114 56 19.82649(W) AD(1997.00) A
 DG5303  ELLIP H (07/??/00) 1999.05   (m)                       GP(1997.00) 4 1
 DG5303  NAD 83(CORS)-  39 20 42.86015(N)    114 56 19.82614(W) AD(1997.00) A
 DG5303  ELLIP H (07/??/99) 1998.97   (m)                       GP(1997.00) 4 1
 DG5303
 DG5303.Superseded values are not recommended for survey control.
 DG5303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5303.See file dsdata.txt to determine how the superseded data were derived.
 DG5303
 DG5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD7761657115(NAD 83)
 DG5303_STAMPING: NONE
 DG5303'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'EGAN'
 DG5303'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DG5303'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5303'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5303'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5303'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DG5303'
 DG5303' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0501 ***********************************************************************
 MT0501  DESIGNATION -  EGG
 MT0501  PID         -  MT0501
 MT0501  STATE/COUNTY-  NV/ELKO
 MT0501  USGS QUAD   -  HERDER CREEK (1967)
 MT0501
 MT0501                         *CURRENT SURVEY CONTROL
 MT0501  ___________________________________________________________________
 MT0501* NAD 83(1994)-  41 05 20.80217(N)    115 10 03.95258(W)     ADJUSTED  
 MT0501* NAVD 88     -      1691.006  (meters)    5547.91   (feet)  ADJUSTED  
 MT0501  ___________________________________________________________________
 MT0501  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 MT0501  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 MT0501  DYNAMIC HT  -        1689.604 (meters)    5543.31  (feet)  COMP
 MT0501  MODELED GRAV-     979,735.3   (mgal)                       NAVD 88
 MT0501
 MT0501  HORZ ORDER  -  SECOND
 MT0501  VERT ORDER  -  SECOND    CLASS 0
 MT0501
 MT0501.The horizontal coordinates were established by classical geodetic methods
 MT0501.and adjusted by the National Geodetic Survey in June 1998..
 MT0501
 MT0501.The orthometric height was determined by differential leveling
 MT0501.and adjusted by the National Geodetic Survey in June 1991..
 MT0501
 MT0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0501
 MT0501.The geoid height was determined by GEOID03.
 MT0501
 MT0501.The dynamic height is computed by dividing the NAVD 88
 MT0501.geopotential number by the normal gravity value computed on the
 MT0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0501.degrees latitude (g = 980.6199 gals.).
 MT0501
 MT0501.The modeled gravity was interpolated from observed gravity values.
 MT0501
 MT0501;                    North         East     Units Scale Factor Converg.
 MT0501;SPC NV E     - 8,703,624.097   234,913.370   MT  0.99991500   +0 16 23.3
 MT0501;SPC NV E     -28,555,140.06    770,711.61   sFT  0.99991500   +0 16 23.3
 MT0501;UTM  11      - 4,550,266.855   653,889.700   MT  0.99989147   +1 12 16.0
 MT0501
 MT0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0501!SPC NV E     -   0.99973757  x   0.99991500  =   0.99965260
 MT0501!UTM  11      -   0.99973757  x   0.99989147  =   0.99962907
 MT0501
 MT0501|---------------------------------------------------------------------|
 MT0501| PID    Reference Object                     Distance      Geod. Az  |
 MT0501|                                                           dddmmss.s |
 MT0501| MT0503 EGG RM 1                              8.087 METERS 08458     |
 MT0501| MT0504 EGG RM 2                              5.800 METERS 18202     |
 MT0501| MT0499 JOEY                                APPROX. 2.0 KM 2570023.3 |
 MT0501|---------------------------------------------------------------------|
 MT0501
 MT0501                          SUPERSEDED SURVEY CONTROL
 MT0501
 MT0501  NAD 83(1994)-  41 05 20.80078(N)    115 10 03.94821(W) AD(       ) 2
 MT0501  NAD 83(1986)-  41 05 20.79933(N)    115 10 03.94662(W) AD(       ) 2
 MT0501  NAD 27      -  41 05 21.08417(N)    115 10 00.75860(W) AD(       ) 2
 MT0501  NGVD 29 (??/??/92) 1689.817  (m)         5544.01   (f) ADJ UNCH    2 0
 MT0501
 MT0501.Superseded values are not recommended for survey control.
 MT0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0501.See file dsdata.txt to determine how the superseded data were derived.
 MT0501
 MT0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF5389050267(NAD 83)
 MT0501_MARKER: DS = TRIANGULATION STATION DISK
 MT0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0501_STAMPING: EGG 1957
 MT0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0501+STABILITY: SURFACE MOTION
 MT0501
 MT0501  HISTORY     - Date     Condition        Report By
 MT0501  HISTORY     - 1957     MONUMENTED       CGS
 MT0501  HISTORY     - 1957     GOOD             CGS
 MT0501  HISTORY     - 1965     SEE DESCRIPTION  NVDH
 MT0501  HISTORY     - 1984     MARK NOT FOUND   NGS
 MT0501
 MT0501                          STATION DESCRIPTION
 MT0501
 MT0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0501'THE STATION IS LOCATED ABOUT 11 MILES WEST OF WELLS AND ABOUT
 MT0501'6 MILES EAST-NORTHEAST OF DEETH.  IT IS ON THE SOUTH SIDE OF
 MT0501'U.S. HIGHWAY 40, ON THE SUMMIT OF A SLIGHT RISE.
 MT0501'
 MT0501'TO REACH FROM THE POST OFFICE IN WELLS, GO SOUTH FOR ONE
 MT0501'BLOCK TO U.S. HIGHWAY 40.  TURN RIGHT AND GO WESTERLY ON THE
 MT0501'HIGHWAY FOR 11.1 MILES TO THE STATION ON THE LEFT.
 MT0501'
 MT0501'THE STATION MARK, STAMPED EGG 1957, IS A STANDARD BRONZE DISK
 MT0501'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 4 INCHES.
 MT0501'IT IS 136 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 26
 MT0501'FEET NORTHEAST OF THE WEST END OF A SNOW FENCE, AND 12 FEET
 MT0501'SOUTHWEST OF A WHITE WITNESS POST.
 MT0501'
 MT0501'REFERENCE MARK NO. 1, STAMPED EGG NO 1 1957, IS A STANDARD
 MT0501'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 MT0501'PROJECTS 6 INCHES.  IT IS 19 FEET NORTH OF THE SNOW FENCE.
 MT0501'
 MT0501'REFERENCE MARK NO. 2, STAMPED EGG NO 2 1957, IS A STANDARD
 MT0501'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 MT0501'2 INCHES.  IT IS 4 FEET NORTH OF THE SNOW FENCE.
 MT0501
 MT0501                          STATION RECOVERY (1957)
 MT0501
 MT0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MT0501'7.3 MI E FROM DEETH.
 MT0501'0.8 MILE SOUTH ON A GRAVELED ROAD FROM SOUTHERN PACIFIC RAILROAD
 MT0501'STATION AT DEETH, THENCE 6.5 MILES NORTHEAST ON U.S. HIGHWAY 40, IN
 MT0501'R60E T37N SOUTHEAST CORNER OF SECTION 19, 137 FEET SOUTHEAST OF
 MT0501'CENTERLINE OF HIGHWAY, 26.7 FEET WEST OF R.M. 1, 19.2 FEET NORTH OF
 MT0501'R.M. 2, 23 FEET NORTHWEST OF NORTHEAST-SOUTHWEST FENCELINE, 11.6 FEET
 MT0501'SOUTHWEST OF WITNESS POST, ABOUT 5 FEET HIGHER THAN THE HIGHWAY, SET
 MT0501'IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 MT0501
 MT0501                          STATION RECOVERY (1965)
 MT0501
 MT0501'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1965
 MT0501'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 MT0501'DESTROYED DURING ROAD CONSTRUCTION.  A NEW STATION EGG 2,
 MT0501'REFERENCE MARK 3 AND REFERENCE MARK 4 WERE ESTABLISHED BY THE
 MT0501'NEVADA DEPT. OF HIGHWAYS.
 MT0501'
 MT0501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 MT0501'WEST OF WELLS.
 MT0501
 MT0501                          STATION RECOVERY (1984)
 MT0501
 MT0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0501'REPORTED DESTROYED IN 1965, IN HORIZONTAL DATA STATION 1009.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0502 ***********************************************************************
 MT0502  DESIGNATION -  EGG 2
 MT0502  PID         -  MT0502
 MT0502  STATE/COUNTY-  NV/ELKO
 MT0502  USGS QUAD   -  HERDER CREEK (1967)
 MT0502
 MT0502                         *CURRENT SURVEY CONTROL
 MT0502  ___________________________________________________________________
 MT0502* NAD 83(1994)-  41 05 23.05405(N)    115 10 04.30582(W)     ADJUSTED  
 MT0502* NAVD 88     -      1689.705  (meters)    5543.64   (feet)  ADJUSTED  
 MT0502  ___________________________________________________________________
 MT0502  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 MT0502  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 MT0502  DYNAMIC HT  -        1688.304 (meters)    5539.04  (feet)  COMP
 MT0502  MODELED GRAV-     979,735.4   (mgal)                       NAVD 88
 MT0502
 MT0502  HORZ ORDER  -  THIRD
 MT0502  VERT ORDER  -  FIRST     CLASS II
 MT0502
 MT0502.The horizontal coordinates were established by classical geodetic methods
 MT0502.and adjusted by the National Geodetic Survey in June 1998..
 MT0502.No horizontal observational check was made to the station.
 MT0502
 MT0502.The orthometric height was determined by differential leveling
 MT0502.and adjusted by the National Geodetic Survey in June 1991..
 MT0502
 MT0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0502
 MT0502.The geoid height was determined by GEOID03.
 MT0502
 MT0502.The dynamic height is computed by dividing the NAVD 88
 MT0502.geopotential number by the normal gravity value computed on the
 MT0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0502.degrees latitude (g = 980.6199 gals.).
 MT0502
 MT0502.The modeled gravity was interpolated from observed gravity values.
 MT0502
 MT0502;                    North         East     Units Scale Factor Converg.
 MT0502;SPC NV E     - 8,703,693.519   234,904.795   MT  0.99991499   +0 16 23.0
 MT0502;SPC NV E     -28,555,367.82    770,683.48   sFT  0.99991499   +0 16 23.0
 MT0502;UTM  11      - 4,550,336.127   653,879.999   MT  0.99989144   +1 12 15.8
 MT0502
 MT0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0502!SPC NV E     -   0.99973778  x   0.99991499  =   0.99965279
 MT0502!UTM  11      -   0.99973778  x   0.99989144  =   0.99962925
 MT0502
 MT0502|---------------------------------------------------------------------|
 MT0502| PID    Reference Object                     Distance      Geod. Az  |
 MT0502|                                                           dddmmss.s |
 MT0502| MT0506 EGG 2 RM 4                            5.404 METERS 06808     |
 MT0502| MT0505 EGG 2 RM 3                            4.944 METERS 17047     |
 MT0502| MT0501 EGG                                  69.955 METERS 17314     |
 MT0502|---------------------------------------------------------------------|
 MT0502
 MT0502                          SUPERSEDED SURVEY CONTROL
 MT0502
 MT0502  NAD 83(1994)-  41 05 23.05266(N)    115 10 04.30145(W) AD(       ) 3
 MT0502  NAD 83(1986)-  41 05 23.05120(N)    115 10 04.29985(W) AD(       ) 3
 MT0502  NAD 27      -  41 05 23.33607(N)    115 10 01.11180(W) AD(       ) 3
 MT0502  NGVD 29 (07/19/86) 1688.52   (m)         5539.8    (f) LEVELING    3  
 MT0502
 MT0502.Superseded values are not recommended for survey control.
 MT0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0502.See file dsdata.txt to determine how the superseded data were derived.
 MT0502
 MT0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF5388050336(NAD 83)
 MT0502_MARKER: DS = TRIANGULATION STATION DISK
 MT0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0502_STAMPING: EGG 2 1965
 MT0502_MARK LOGO: CGS   
 MT0502_PROJECTION: PROJECTING 5 CENTIMETERS
 MT0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0502+STABILITY: SURFACE MOTION
 MT0502
 MT0502  HISTORY     - Date     Condition        Report By
 MT0502  HISTORY     - 1965     MONUMENTED       NVDH
 MT0502  HISTORY     - 1965     GOOD             CGS
 MT0502  HISTORY     - 1984     GOOD             NGS
 MT0502
 MT0502                          STATION DESCRIPTION
 MT0502
 MT0502'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1965
 MT0502'THE STATION IS LOCATED ABOUT 11 MILES WEST OF WELLS AND ABOUT
 MT0502'6 MILES EAST-NORTHEAST OF DEETH ON THE NORTH SIDE OF OLD
 MT0502'U.S. HIGHWAY 40.
 MT0502'
 MT0502'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK SOUTH OF
 MT0502'THE POST OFFICE IN WELLS, GO WESTERLY ON U.S. HIGHWAY 40 FOR
 MT0502'11.1 MILES TO THE STATION ON THE RIGHT.
 MT0502'
 MT0502'THE STATION MARK, STAMPED EGG 2 1965, IS A STANDARD TRIANGULATION
 MT0502'STATION DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 MT0502'THAT IS 10 INCHES IN DIAMETER.  IT IS 93 FEET NORTH OF THE
 MT0502'CENTERLINE OF OLD U.S. HIGHWAY 40 AND 3 FEET SOUTH OF A WITNESS
 MT0502'POST.
 MT0502'
 MT0502'R.M. 3, STAMPED EGG 2 NO 3 1965, IS A STANDARD REFERENCE MARK
 MT0502'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 10
 MT0502'INCHES IN DIAMETER.  IT IS 77 FEET NORTH OF THE CENTERLINE OF
 MT0502'HIGHWAY 40 AND 3 FEET NORTH OF A WITNESS POST.
 MT0502'
 MT0502'R.M. 4, STAMPED EGG 2 NO 4 1965, IS A STANDARD REFERENCE MARK
 MT0502'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 MT0502'10 INCHES IN DIAMETER.  IT IS ABOUT 100 FEET NORTH OF THE
 MT0502'CENTERLINE OF HIGHWAY 40 AND 2 FEET WEST OF A WITNESS POST.
 MT0502
 MT0502                          STATION RECOVERY (1965)
 MT0502
 MT0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MT0502'7.3 MI E FROM DEETH.
 MT0502'0.8 MILES SOUTH ON A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 MT0502'STATION AT DEETH, THENCE 6.5 MILES NORTHEAST ON US HIGHWAY 40, IN
 MT0502'R60E, T37N, SOUTHEAST CORNER OF SECTION 19, 185 FEET NORTH OF STATION
 MT0502'OW 539+50 ON INTERSTATE HIGHWAY 80, 93 FEET NORTH OF THE CENTERLINE OF
 MT0502'OLD US HIGHWAY 40, AND 3 FEET SOUTH OF A STEEL WITNESS POST.  THE DISK
 MT0502'IS SET IN THE TOP OF A CONCRETE POST 10 INCHES IN DIAMETER.
 MT0502
 MT0502                          STATION RECOVERY (1984)
 MT0502
 MT0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0502'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  19.4 KM
 MT0502'(12.1 MI) WEST ALONG OLD US HIGHWAY 40 FROM THE INTERSECTION OF US
 MT0502'HIGHWAY 93 AT WELLS, 2.2 KM (1.4 MI) EAST OF THE T JUNCTION OF A DIRT
 MT0502'ROAD LEADING SOUTHEAST UNDER INTERSTATE 80, 28.3 METERS (93 FT) NORTH
 MT0502'OF THE HIGHWAY CENTERLINE, 34.4 METERS (113 FT) EAST OF THE SOUTH
 MT0502'FENCE CORNER POST FOR AN OFFSET IN THE RIGHT OF WAY FENCE, 32.6 METERS
 MT0502'(107 FT) SOUTH OF THE RIGHT OF WAY FENCE, 5.4 METERS (17.5 FT) WEST OF
 MT0502'RM 4 AND 4.9 METERS (16 FT) NORTH OF RM 3.
 MT0502'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 MT0502'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0505 ***********************************************************************
 MT0505  DESIGNATION -  EGG 2 RM 3
 MT0505  PID         -  MT0505
 MT0505  STATE/COUNTY-  NV/ELKO
 MT0505  USGS QUAD   -  HERDER CREEK (1967)
 MT0505
 MT0505                         *CURRENT SURVEY CONTROL
 MT0505  ___________________________________________________________________
 MT0505* NAD 83(1986)-  41 05 23.     (N)    115 10 04.     (W)     SCALED    
 MT0505* NAVD 88     -      1689.62   (meters)    5543.4    (feet)  RESET     
 MT0505  ___________________________________________________________________
 MT0505  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 MT0505
 MT0505  VERT ORDER  -  THIRD
 MT0505
 MT0505.The horizontal coordinates were scaled from a topographic map and have
 MT0505.an estimated accuracy of +/- 6 seconds.
 MT0505
 MT0505.The orthometric height was computed from unverified reset data.
 MT0505
 MT0505.The geoid height was determined by GEOID03.
 MT0505
 MT0505;                    North         East    Units  Estimated Accuracy
 MT0505;SPC NV E     - 8,703,690.      234,910.      MT  (+/- 180 meters Scaled)
 MT0505
 MT0505                          SUPERSEDED SURVEY CONTROL
 MT0505
 MT0505.No superseded survey control is available for this station.
 MT0505
 MT0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF538503(NAD 83)
 MT0505_MARKER: DR = REFERENCE MARK DISK
 MT0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0505_STAMPING: EGG 2 NO 3 1965
 MT0505_MARK LOGO: CGS   
 MT0505_PROJECTION: PROJECTING 3 CENTIMETERS
 MT0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0505+STABILITY: SURFACE MOTION
 MT0505
 MT0505  HISTORY     - Date     Condition        Report By
 MT0505  HISTORY     - 1965     MONUMENTED       NVDH
 MT0505  HISTORY     - 1984     GOOD             NGS
 MT0505
 MT0505                          STATION DESCRIPTION
 MT0505
 MT0505'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1965
 MT0505'7.3 MI E FROM DEETH.
 MT0505'0.8 MILES SOUTH ON A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 MT0505'STATION AT DEETH, THENCE 6.5 MILES NORTHEAST ON US HIGHWAY 40, IN
 MT0505'R60E, T 37N, SOUTHEAST CORNER OF SECTION 19, 16.223 FEET SOUTH OF
 MT0505'TRIANGULATION STATION EGG 2, 3 FEET NORTH OF A STEEL WITNESS POST AND
 MT0505'SET IN THE TOP OF A CONCRETE POST 10 INCHES IN DIAMETER.
 MT0505
 MT0505                          STATION RECOVERY (1984)
 MT0505
 MT0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0505'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 MT0505'DESCRIPTION FOLLOWS.  19.4 KM (12.1 MI) WEST ALONG OLD US HIGHWAY 40
 MT0505'FROM THE INTERSECTION OF US HIGHWAY 93 AT WELLS, 2.2 KM (1.4 MI) EAST
 MT0505'OF THE T JUNCTION OF A DIRT ROAD LEADING SOUTHEAST UNDER INTERSTATE
 MT0505'80, 23.4 METERS (77 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.1 METERS
 MT0505'(26.5 FT) SOUTHWEST OF RM 4 AND 4.9 METERS (16 FT) SOUTH OF THE
 MT0505'STATION.
 MT0505'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 MT0505'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0506 ***********************************************************************
 MT0506  DESIGNATION -  EGG 2 RM 4
 MT0506  PID         -  MT0506
 MT0506  STATE/COUNTY-  NV/ELKO
 MT0506  USGS QUAD   -  HERDER CREEK (1967)
 MT0506
 MT0506                         *CURRENT SURVEY CONTROL
 MT0506  ___________________________________________________________________
 MT0506* NAD 83(1986)-  41 05 23.     (N)    115 10 04.     (W)     SCALED    
 MT0506* NAVD 88     -      1689.74   (meters)    5543.8    (feet)  RESET     
 MT0506  ___________________________________________________________________
 MT0506  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 MT0506
 MT0506  VERT ORDER  -  THIRD
 MT0506
 MT0506.The horizontal coordinates were scaled from a topographic map and have
 MT0506.an estimated accuracy of +/- 6 seconds.
 MT0506
 MT0506.The orthometric height was computed from unverified reset data.
 MT0506
 MT0506.The geoid height was determined by GEOID03.
 MT0506
 MT0506;                    North         East    Units  Estimated Accuracy
 MT0506;SPC NV E     - 8,703,690.      234,910.      MT  (+/- 180 meters Scaled)
 MT0506
 MT0506                          SUPERSEDED SURVEY CONTROL
 MT0506
 MT0506.No superseded survey control is available for this station.
 MT0506
 MT0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF538503(NAD 83)
 MT0506_MARKER: DR = REFERENCE MARK DISK
 MT0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0506_STAMPING: EGG 2 NO 4 1965
 MT0506_MARK LOGO: CGS   
 MT0506_PROJECTION: PROJECTING 6 CENTIMETERS
 MT0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0506+STABILITY: SURFACE MOTION
 MT0506
 MT0506  HISTORY     - Date     Condition        Report By
 MT0506  HISTORY     - 1965     MONUMENTED       NVDH
 MT0506  HISTORY     - 1984     GOOD             NGS
 MT0506
 MT0506                          STATION DESCRIPTION
 MT0506
 MT0506'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1965
 MT0506'7.3 MI E FROM DEETH.
 MT0506'0.8 MILES SOUTH ON A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 MT0506'STATION AT DEETH, THENCE 6.5 MILES NORTHEAST ON US HIGHWAY 40, IN
 MT0506'R60E, T 37N, SOUTHEAST CORNER OF SECTION 19, 17.732 FEET EAST OF
 MT0506'TRIANGULATION STATION EGG 2, 2 FEET WEST OF A STEEL WITNESS POST AND
 MT0506'SET IN THE TOP OF A CONCRETE POST 10 INCHES IN DIAMETER.
 MT0506
 MT0506                          STATION RECOVERY (1984)
 MT0506
 MT0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0506'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 MT0506'DESCRIPTION FOLLOWS.  19.4 KM (12.1 MI) WEST ALONG OLD US HIGHWAY 40
 MT0506'FROM THE INTERSECTION OF US HIGHWAY 93 AT WELLS, 2.2 KM (1.4 MI) EAST
 MT0506'OF THE T JUNCTION OF A DIRT ROAD LEADING SOUTHEAST UNDER INTERSTATE
 MT0506'80, 30.5 METERS (100 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.1 METERS
 MT0506'(26.5 FT) NORTHEAST OF RM 3 AND 5.4 METERS (17.5 FT) EAST OF THE
 MT0506'STATION.
 MT0506'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 MT0506'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0503 ***********************************************************************
 MT0503  DESIGNATION -  EGG RM 1
 MT0503  PID         -  MT0503
 MT0503  STATE/COUNTY-  NV/ELKO
 MT0503  USGS QUAD   -  HERDER CREEK (1967)
 MT0503
 MT0503                         *CURRENT SURVEY CONTROL
 MT0503  ___________________________________________________________________
 MT0503* NAD 83(1986)-  41 05 21.     (N)    115 10 03.     (W)     SCALED    
 MT0503* NAVD 88     -      1691.039  (meters)    5548.02   (feet)  ADJUSTED  
 MT0503  ___________________________________________________________________
 MT0503  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 MT0503  DYNAMIC HT  -        1689.637 (meters)    5543.42  (feet)  COMP
 MT0503  MODELED GRAV-     979,735.4   (mgal)                       NAVD 88
 MT0503
 MT0503  VERT ORDER  -  SECOND    CLASS 0
 MT0503
 MT0503.The horizontal coordinates were scaled from a topographic map and have
 MT0503.an estimated accuracy of +/- 6 seconds.
 MT0503
 MT0503.The orthometric height was determined by differential leveling
 MT0503.and adjusted by the National Geodetic Survey in June 1991..
 MT0503
 MT0503.The geoid height was determined by GEOID03.
 MT0503
 MT0503.The dynamic height is computed by dividing the NAVD 88
 MT0503.geopotential number by the normal gravity value computed on the
 MT0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0503.degrees latitude (g = 980.6199 gals.).
 MT0503
 MT0503.The modeled gravity was interpolated from observed gravity values.
 MT0503
 MT0503;                    North         East    Units  Estimated Accuracy
 MT0503;SPC NV E     - 8,703,630.      234,940.      MT  (+/- 180 meters Scaled)
 MT0503
 MT0503                          SUPERSEDED SURVEY CONTROL
 MT0503
 MT0503  NGVD 29 (??/??/92) 1689.851  (m)         5544.12   (f) ADJ UNCH    2 0
 MT0503
 MT0503.Superseded values are not recommended for survey control.
 MT0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0503.See file dsdata.txt to determine how the superseded data were derived.
 MT0503
 MT0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF539502(NAD 83)
 MT0503_MARKER: DR = REFERENCE MARK DISK
 MT0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0503_STAMPING: EGG NO 1 1957
 MT0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0503+STABILITY: SURFACE MOTION
 MT0503
 MT0503  HISTORY     - Date     Condition        Report By
 MT0503  HISTORY     - 1957     MONUMENTED       CGS
 MT0503  HISTORY     - 1984     MARK NOT FOUND   NGS
 MT0503
 MT0503                          STATION DESCRIPTION
 MT0503
 MT0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0503'7.3 MI E FROM DEETH.
 MT0503'0.8 MILE SOUTH ON A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 MT0503'STATION AT DEETH, THENCE 6.5 MILES NORTHEAST ON U.S. HIGHWAY 40, IN
 MT0503'R60E T37N SOUTHEAST CORNER OF SECTION 19, 139 FEET SOUTHEAST OF
 MT0503'CENTERLINE OF HIGHWAY, 26.7 FEET EAST OF STATION MARK, 20.3 FEET
 MT0503'NORTHWEST OF NORTHEAST-SOUTHWEST FENCELINE, ABOUT 5 FEET HIGHER THAN
 MT0503'THE HIGHWAY, SET IN A ROUND CONCRETE POST PROJECTING 8 INCHES ABOVE
 MT0503'GROUND SURFACE.
 MT0503
 MT0503                          STATION RECOVERY (1984)
 MT0503
 MT0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0503'REPORTED DESTROYED IN 1965, IN HORIZONTAL DATA STATION 1009.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0504 ***********************************************************************
 MT0504  DESIGNATION -  EGG RM 2
 MT0504  PID         -  MT0504
 MT0504  STATE/COUNTY-  NV/ELKO
 MT0504  USGS QUAD   -  HERDER CREEK (1967)
 MT0504
 MT0504                         *CURRENT SURVEY CONTROL
 MT0504  ___________________________________________________________________
 MT0504* NAD 83(1986)-  41 05 21.     (N)    115 10 03.     (W)     SCALED    
 MT0504* NAVD 88     -      1691.017  (meters)    5547.94   (feet)  ADJUSTED  
 MT0504  ___________________________________________________________________
 MT0504  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 MT0504  DYNAMIC HT  -        1689.615 (meters)    5543.35  (feet)  COMP
 MT0504  MODELED GRAV-     979,735.4   (mgal)                       NAVD 88
 MT0504
 MT0504  VERT ORDER  -  SECOND    CLASS 0
 MT0504
 MT0504.The horizontal coordinates were scaled from a topographic map and have
 MT0504.an estimated accuracy of +/- 6 seconds.
 MT0504
 MT0504.The orthometric height was determined by differential leveling
 MT0504.and adjusted by the National Geodetic Survey in June 1991..
 MT0504
 MT0504.The geoid height was determined by GEOID03.
 MT0504
 MT0504.The dynamic height is computed by dividing the NAVD 88
 MT0504.geopotential number by the normal gravity value computed on the
 MT0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0504.degrees latitude (g = 980.6199 gals.).
 MT0504
 MT0504.The modeled gravity was interpolated from observed gravity values.
 MT0504
 MT0504;                    North         East    Units  Estimated Accuracy
 MT0504;SPC NV E     - 8,703,630.      234,940.      MT  (+/- 180 meters Scaled)
 MT0504
 MT0504                          SUPERSEDED SURVEY CONTROL
 MT0504
 MT0504  NGVD 29 (??/??/92) 1689.829  (m)         5544.05   (f) ADJ UNCH    2 0
 MT0504
 MT0504.Superseded values are not recommended for survey control.
 MT0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0504.See file dsdata.txt to determine how the superseded data were derived.
 MT0504
 MT0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF539502(NAD 83)
 MT0504_MARKER: DR = REFERENCE MARK DISK
 MT0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0504_STAMPING: EGG NO 2 1957
 MT0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0504+STABILITY: SURFACE MOTION
 MT0504
 MT0504  HISTORY     - Date     Condition        Report By
 MT0504  HISTORY     - 1957     MONUMENTED       CGS
 MT0504  HISTORY     - 1984     MARK NOT FOUND   NGS
 MT0504
 MT0504                          STATION DESCRIPTION
 MT0504
 MT0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0504'7.3 MI E FROM DEETH.
 MT0504'0.8 MILE SOUTH ON A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 MT0504'STATION AT DEETH, THENCE 6.5 MILES NORTHEAST ON U.S. HIGHWAY 40, IN
 MT0504'R60E T37N, SOUTHEAST CORNER OF SECTION 19, 156 FEET SOUTHEAST OF
 MT0504'CENTERLINE OF HIGHWAY, 4.3 FEET NORTHWEST OF NORTHEAST-SOUTHWEST
 MT0504'FENCELINE 19.2 FEET SOUTH OF STATION MARK, ABOUT 5 FEET HIGHER THAN
 MT0504'THE HIGHWAY, SET IN A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE
 MT0504'GROUND SURFACE.
 MT0504
 MT0504                          STATION RECOVERY (1984)
 MT0504
 MT0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0504'REPORTED DESTROYED IN 1965, IN HORIZONTAL DATA STATION 1009.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0774 ***********************************************************************
 LQ0774  CBN         -  This is a Cooperative Base Network Control Station.
 LQ0774  PACS        -  This is a Primary Airport Control Station.
 LQ0774  DESIGNATION -  EKO AP STA A
 LQ0774  PID         -  LQ0774
 LQ0774  STATE/COUNTY-  NV/ELKO
 LQ0774  USGS QUAD   -  ELKO WEST (1975)
 LQ0774
 LQ0774                         *CURRENT SURVEY CONTROL
 LQ0774  ___________________________________________________________________
 LQ0774* NAD 83(1999)-  40 49 35.31232(N)    115 46 46.16394(W)     ADJUSTED  
 LQ0774* NAVD 88     -      1545.05   (meters)    5069.1    (feet)  GPS OBS   
 LQ0774  ___________________________________________________________________
 LQ0774  EPOCH DATE  -        1999.37
 LQ0774  X           -  -2,102,508.432 (meters)                     COMP
 LQ0774  Y           -  -4,353,223.739 (meters)                     COMP
 LQ0774  Z           -   4,148,858.532 (meters)                     COMP
 LQ0774  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 LQ0774  ELLIP HEIGHT-        1526.39  (meters)          (10/30/00) GPS OBS
 LQ0774  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 LQ0774
 LQ0774  HORZ ORDER  -  B
 LQ0774  ELLP ORDER  -  FOURTH    CLASS II
 LQ0774
 LQ0774.This mark is at Elko Mun-J C Harris Fld Airport (EKO)
 LQ0774
 LQ0774.The horizontal coordinates were established by GPS observations
 LQ0774.and adjusted by the National Geodetic Survey in October 2000..
 LQ0774.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 LQ0774.DATUM ITEM on the data sheet items page.
 LQ0774.The horizontal coordinates are valid at the epoch date displayed above.
 LQ0774.The epoch date for horizontal control is a decimal equivalence
 LQ0774.of Year/Month/Day.
 LQ0774
 LQ0774.The orthometric height was determined by GPS observations and a
 LQ0774.high-resolution geoid model.
 LQ0774
 LQ0774.GPS derived orthometric heights for airport stations designated as
 LQ0774.PACS or SACS are published to 2 decimal places.  This maintains
 LQ0774.centimeter relative accuracy between the PACS and SACS.  It does
 LQ0774.not indicate centimeter accuracy relative to other marks which are
 LQ0774.part of the NAVD 88 network.
 LQ0774
 LQ0774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LQ0774
 LQ0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0774
 LQ0774.The ellipsoidal height was determined by GPS observations
 LQ0774.and is referenced to NAD 83.
 LQ0774
 LQ0774.The geoid height was determined by GEOID03.
 LQ0774
 LQ0774;                    North         East     Units Scale Factor Converg.
 LQ0774;SPC NV E     - 8,674,395.766   183,454.767   MT  0.99990337   -0 07 41.7
 LQ0774;SPC NV E     -28,459,246.78    601,884.51   sFT  0.99990337   -0 07 41.7
 LQ0774;UTM  11      - 4,520,211.199   602,916.639   MT  0.99973037   +0 47 52.8
 LQ0774
 LQ0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0774!SPC NV E     -   0.99976062  x   0.99990337  =   0.99966402
 LQ0774!UTM  11      -   0.99976062  x   0.99973037  =   0.99949106
 LQ0774
 LQ0774|---------------------------------------------------------------------|
 LQ0774| PID    Reference Object                     Distance      Geod. Az  |
 LQ0774|                                                           dddmmss.s |
 LQ0774| AA3447 ELKO                                218.654 METERS 33125     |
 LQ0774|---------------------------------------------------------------------|
 LQ0774
 LQ0774                          SUPERSEDED SURVEY CONTROL
 LQ0774
 LQ0774  NAD 83(1994)-  40 49 35.31120(N)    115 46 46.16169(W) AD(       ) B
 LQ0774  ELLIP H (03/30/95) 1526.47   (m)                       GP(       ) 4 1
 LQ0774  NAD 83(1986)-  40 49 35.31513(N)    115 46 46.15528(W) AD(       ) 2
 LQ0774  NGVD 29 (12/21/92) 1544.0    (m)         5066.     (f) GPS OBS        
 LQ0774
 LQ0774.Superseded values are not recommended for survey control.
 LQ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0774.See file dsdata.txt to determine how the superseded data were derived.
 LQ0774
 LQ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0291720211(NAD 83)
 LQ0774_MARKER: DT = TOPOGRAPHIC STATION DISK
 LQ0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0774_SP_SET: CONCRETE POST
 LQ0774_STAMPING: AP 1964 STA A
 LQ0774_MARK LOGO: CGS   
 LQ0774_PROJECTION: FLUSH
 LQ0774_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0774+STABILITY: SURFACE MOTION
 LQ0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0774+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1998
 LQ0774
 LQ0774  HISTORY     - Date     Condition        Report By
 LQ0774  HISTORY     - 1964     MONUMENTED       CGS
 LQ0774  HISTORY     - 19881017 GOOD             NGS
 LQ0774  HISTORY     - 19920703 GOOD
 LQ0774  HISTORY     - 19920703 GOOD
 LQ0774  HISTORY     - 19940628 GOOD             NGS
 LQ0774  HISTORY     - 19981210 GOOD             NGS
 LQ0774
 LQ0774                          STATION DESCRIPTION
 LQ0774
 LQ0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LQ0774'STATION IS LOCATED AT THE ELKO MUNICIPAL AIRPORT AT THE EAST END OF
 LQ0774'THE FIELD AND ON THE SOUTH SIDE OF THE RUNWAY NEAR A WINDSOCK.  IT IS
 LQ0774'129 FT (39.32 M) SOUTH OF THE CENTERLINE OF THE RUNWAY, 40.5 FT
 LQ0774'(12.34 M) SOUTH-SOUTH EAST OF THE FIRST RUNWAY LIGHT ON THE SOUTH
 LQ0774'SIDE OF THE RUNWAY AND  37.8 FT (11.52 M) NORTHEAST OF A WINDSOCK.
 LQ0774
 LQ0774                          STATION RECOVERY (1988)
 LQ0774
 LQ0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LQ0774'THE STATION IS LOCATED AT THE ELKO MUNICIPAL AIRPORT ABOUT 50 FT (15.2
 LQ0774'M) SOUTH OF RUNWAY END 23, 129 FT (39.3 M) FROM THE CENTERLINE AND
 LQ0774'40.5 FT (12.3 M) SOUTH-SOUTHEAST OF THE FIRST SOUTHERLY RUNWAY LIGHT,
 LQ0774'37.8 FT (11.5 M) NE OF WINDSOCK.  THE STATION IS A STANDARD TOPO DISK
 LQ0774'STAMPED AP 1964 STA.  A SET IN A CONCRETE MONUMENT SET FLUSH WITH THE
 LQ0774'GROUND.
 LQ0774
 LQ0774                          STATION RECOVERY (1992)
 LQ0774
 LQ0774'RECOVERED 1992
 LQ0774'RECOVERED IN GOOD CONDITION.
 LQ0774
 LQ0774                          STATION RECOVERY (1992)
 LQ0774
 LQ0774'RECOVERED 1992
 LQ0774'RECOVERED IN GOOD CONDITION.
 LQ0774
 LQ0774                          STATION RECOVERY (1994)
 LQ0774
 LQ0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 LQ0774'STATION IS LOCATED ABOUT 2 KM (1.25 MI) WEST OF ELKO, AT THE MUNICIPAL
 LQ0774'AIRPORT, ON THE SOUTH SIDE OF RUNWAY 05-23, ALONG THE DISPLACED
 LQ0774'SECTION OF RUNWAY 23, AT A WINDSOCK, IN THE SOUTHEAST 1/4 OF SECTION
 LQ0774'16, T 34 N, R 55 E.  OWNERSHIP--CITY OF ELKO, C/O CITY MANAGER GENIE
 LQ0774'LAGE, 1751 COLLEGE AVENUE, ELKO, NV 89801.  PHONE IS 702-738-4213.
 LQ0774'CALL MS LAGE AND SHE WILL SEND A CITY OFFICER TO THE AIRPORT. TO REACH
 LQ0774'FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE
 LQ0774'HIGHWAY 225 (EXIT 301) ON THE WEST SIDE OF ELKO, GO SOUTHEAST ON
 LQ0774'HIGHWAY 225 FOR 1.08 KM (0.65 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 LQ0774'RIGHT.  TURN RIGHT, SOUTHWEST, ON MURRAY WAY FOR 0.1 KM (0.05 MI) TO
 LQ0774'THE TERMINAL BUILDING ON THE LEFT. STATION MARK IS A DISK SET IN THE
 LQ0774'TOP OF A 27-CM SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 155
 LQ0774'M (508.5 FT) NORTHEAST OF THE DISPLACED THRESHOLD RUNWAY END LIGHTS,
 LQ0774'15.7 M (51.5 FT) SOUTHEAST OF THE RUNWAY EDGE, 9.2 M (30.2 FT)
 LQ0774'NORTH-NORTHWEST OF THE WINDSOCK, 29.3 M (96.1 FT) SOUTH OF THE SECONG
 LQ0774'BLUE RUNWAY LIGHT FROM THE PAVEMENT END, AND 36.9 M (121.1 FT)
 LQ0774'EAST-NORTHEAST OF THE THIRD BLUE RUNWAY LIGHT FROMN THE END.
 LQ0774
 LQ0774                          STATION RECOVERY (1998)
 LQ0774
 LQ0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ED)
 LQ0774'RECOVERED IN GOOD CONDITION.  INCLUDING THE FOLLOWING CHANGES**
 LQ0774'CONTACT FOR THIS IS AIRPORT IS CRIS JENSEN,AIRPORT DIRECTOR,911 WEST
 LQ0774'IADHO STREET,ELKO,NV 89801 PHONE 702-777-7190.  THIS STATION IS
 LQ0774'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0777 ***********************************************************************
 LQ0777  SACS        -  This is a Secondary Airport Control Station.
 LQ0777  DESIGNATION -  EKO E
 LQ0777  PID         -  LQ0777
 LQ0777  STATE/COUNTY-  NV/ELKO
 LQ0777  USGS QUAD   -  ELKO WEST (1975)
 LQ0777
 LQ0777                         *CURRENT SURVEY CONTROL
 LQ0777  ___________________________________________________________________
 LQ0777* NAD 83(1999)-  40 49 27.58196(N)    115 47 22.84986(W)     ADJUSTED  
 LQ0777* NAVD 88     -      1539.27   (meters)    5050.1    (feet)  GPS OBS   
 LQ0777  ___________________________________________________________________
 LQ0777  EPOCH DATE  -        1999.37
 LQ0777  X           -  -2,103,348.588 (meters)                     COMP
 LQ0777  Y           -  -4,352,986.171 (meters)                     COMP
 LQ0777  Z           -   4,148,674.252 (meters)                     COMP
 LQ0777  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 LQ0777  ELLIP HEIGHT-        1520.59  (meters)          (10/30/00) GPS OBS
 LQ0777  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 LQ0777
 LQ0777  HORZ ORDER  -  FIRST
 LQ0777  ELLP ORDER  -  FOURTH    CLASS II
 LQ0777
 LQ0777.This mark is at Elko Mun-J C Harris Fld Airport (EKO)
 LQ0777
 LQ0777.The horizontal coordinates were established by GPS observations
 LQ0777.and adjusted by the National Geodetic Survey in October 2000..
 LQ0777.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 LQ0777.DATUM ITEM on the data sheet items page.
 LQ0777.The horizontal coordinates are valid at the epoch date displayed above.
 LQ0777.The epoch date for horizontal control is a decimal equivalence
 LQ0777.of Year/Month/Day.
 LQ0777
 LQ0777.The orthometric height was determined by GPS observations and a
 LQ0777.high-resolution geoid model.
 LQ0777
 LQ0777.GPS derived orthometric heights for airport stations designated as
 LQ0777.PACS or SACS are published to 2 decimal places.  This maintains
 LQ0777.centimeter relative accuracy between the PACS and SACS.  It does
 LQ0777.not indicate centimeter accuracy relative to other marks which are
 LQ0777.part of the NAVD 88 network.
 LQ0777
 LQ0777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LQ0777
 LQ0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0777
 LQ0777.The ellipsoidal height was determined by GPS observations
 LQ0777.and is referenced to NAD 83.
 LQ0777
 LQ0777.The geoid height was determined by GEOID03.
 LQ0777
 LQ0777;                    North         East     Units Scale Factor Converg.
 LQ0777;SPC NV E     - 8,674,159.302   182,594.664   MT  0.99990373   -0 08 05.6
 LQ0777;SPC NV E     -28,458,470.98    599,062.66   sFT  0.99990373   -0 08 05.6
 LQ0777;UTM  11      - 4,519,960.906   602,060.619   MT  0.99972821   +0 47 28.7
 LQ0777
 LQ0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0777!SPC NV E     -   0.99976153  x   0.99990373  =   0.99966529
 LQ0777!UTM  11      -   0.99976153  x   0.99972821  =   0.99948981
 LQ0777
 LQ0777                          SUPERSEDED SURVEY CONTROL
 LQ0777
 LQ0777  NAD 83(1994)-  40 49 27.58084(N)    115 47 22.84761(W) AD(       ) 1
 LQ0777  ELLIP H (02/02/99) 1520.67   (m)                       GP(       ) 4 2
 LQ0777  NAD 83(1994)-  40 49 27.58040(N)    115 47 22.84760(W) AD(       ) 2
 LQ0777  NAD 83(1986)-  40 49 27.58439(N)    115 47 22.84100(W) AD(       ) 2
 LQ0777  NGVD 29 (12/21/92) 1538.2    (m)         5047.     (f) GPS OBS        
 LQ0777
 LQ0777.Superseded values are not recommended for survey control.
 LQ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0777.See file dsdata.txt to determine how the superseded data were derived.
 LQ0777
 LQ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0206119961(NAD 83)
 LQ0777_MARKER: DT = TOPOGRAPHIC STATION DISK
 LQ0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0777_SP_SET: CONCRETE POST
 LQ0777_STAMPING: EKO E 1992
 LQ0777_MARK LOGO: NOS   
 LQ0777_PROJECTION: FLUSH
 LQ0777_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0777+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1998
 LQ0777
 LQ0777  HISTORY     - Date     Condition        Report By
 LQ0777  HISTORY     - 1992     MONUMENTED       NOS
 LQ0777  HISTORY     - 19981210 GOOD             NGS
 LQ0777
 LQ0777                          STATION DESCRIPTION
 LQ0777
 LQ0777'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 LQ0777'STATION IS LOCATED AT THE ELKO MUNICIPAL AIRPORT 0.55 MI (0.89 KM)
 LQ0777'SOUTH ALONG THE RAMP FROM THE FAA OFFICE BUILDING ON THE RAMP IN A
 LQ0777'GRASSY MEDIAN TO THE LEFT (SOUTH) JUST BEFORE REACHING A TAXIWAY.  IT
 LQ0777'IS 131.6 FT (40.11 M) NW OF THE CENTERLINE OF THE TAXIWAY LEADING TO
 LQ0777'THE RUNWAY, 127.2 FT (38.77 M) SSE OF THE CENTERLINE OF THE PARALLEL
 LQ0777'TAXIWAY, 100.04FT WNW OF THE FIRST RUNWAY LIGHT NW OF THE EDGE OF THE
 LQ0777'RUNWAY AND 76.3FT NNE OF THE TAXIWAY INDICATOR SIGN ADJACENT TO THE
 LQ0777'RUNWAY.
 LQ0777
 LQ0777                          STATION RECOVERY (1998)
 LQ0777
 LQ0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ED)
 LQ0777'STATION IS LOCATED AT THE ELKO MUNICIPAL AIRPORT 0.55 MI (0.89 KM)
 LQ0777'SOUTH ALONG THE RAMP FROM THE FAA OFFICE BUILDING ON THE RAMP IN A
 LQ0777'GRASSY MEDIAN TO THE LEFT (SOUTH) JUST BEFORE REACHING A TAXIWAY.  IT
 LQ0777'IS 131.6 FT (40.1 M) NW OF THE CENTERLINE OF THE TAXIWAY LEADING TO
 LQ0777'THE RUNWAY, 127.2 FT (38.8 M) SSE OF THE CENTERLINE OF THE PARALLEL
 LQ0777'TAXIWAY, 100.04FT WNW OF THE FIRST RUNWAY LIGHT NW OF THE EDGE OF THE
 LQ0777'RUNWAY AND 76.3FT NNE OF THE TAXIWAY INDICATOR SIGN ADJACENT TO THE
 LQ0777'RUNWAY.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 LQ0777'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0651 ***********************************************************************
 LQ0651  DESIGNATION -  ELA 004
 LQ0651  PID         -  LQ0651
 LQ0651  STATE/COUNTY-  NV/ELKO
 LQ0651  USGS QUAD   -  CURRIE (1982)
 LQ0651
 LQ0651                         *CURRENT SURVEY CONTROL
 LQ0651  ___________________________________________________________________
 LQ0651* NAD 83(1994)-  40 15 58.09272(N)    114 44 15.91400(W)     ADJUSTED  
 LQ0651* NAVD 88     -      1872.     (meters)    6142.     (feet)  SCALED    
 LQ0651  ___________________________________________________________________
 LQ0651  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 LQ0651  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 LQ0651
 LQ0651  HORZ ORDER  -  THIRD
 LQ0651
 LQ0651.The horizontal coordinates were established by classical geodetic methods
 LQ0651.and adjusted by the National Geodetic Survey in June 1998..
 LQ0651.No horizontal observational check was made to the station.
 LQ0651
 LQ0651.The orthometric height was scaled from a topographic map.
 LQ0651
 LQ0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0651
 LQ0651.The geoid height was determined by GEOID03.
 LQ0651
 LQ0651;                    North         East     Units Scale Factor Converg.
 LQ0651;SPC NV E     - 8,612,503.593   271,919.426   MT  0.99996365   +0 32 47.6
 LQ0651;SPC NV E     -28,256,188.87    892,122.32   sFT  0.99996365   +0 32 47.6
 LQ0651;UTM  11      - 4,459,751.695   692,361.206   MT  1.00005552   +1 27 45.5
 LQ0651
 LQ0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0651!SPC NV E     -   0.99970933  x   0.99996365  =   0.99967299
 LQ0651!UTM  11      -   0.99970933  x   1.00005552  =   0.99976483
 LQ0651
 LQ0651                          SUPERSEDED SURVEY CONTROL
 LQ0651
 LQ0651  NAD 83(1994)-  40 15 58.09144(N)    114 44 15.91197(W) AD(       ) 3
 LQ0651  NAD 83(1986)-  40 15 58.08778(N)    114 44 15.91093(W) AD(       ) 3
 LQ0651  NAD 27      -  40 15 58.33911(N)    114 44 12.81732(W) AD(       ) 3
 LQ0651
 LQ0651.Superseded values are not recommended for survey control.
 LQ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0651.See file dsdata.txt to determine how the superseded data were derived.
 LQ0651
 LQ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE9236159752(NAD 83)
 LQ0651_MARKER: DD = SURVEY DISK
 LQ0651_SETTING: 80 = SET IN A BOULDER
 LQ0651_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LQ0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0651+STABILITY: SURFACE MOTION
 LQ0651
 LQ0651  HISTORY     - Date     Condition        Report By
 LQ0651  HISTORY     - 1965     MONUMENTED       NVDH
 LQ0651
 LQ0651                          STATION DESCRIPTION
 LQ0651
 LQ0651'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1965
 LQ0651'TO REACH THE STATION FROM CURRIE GO SOUTH ON U.S. HIGHWAY 93
 LQ0651'FOR 1.15 MILES TO A GRAVELED CROSSROAD.  TURN LEFT AND GO
 LQ0651'EAST FOR 0.35 MILE TO A CROSSROAD AT A DUMP.  THE AZIMUTH
 LQ0651'MARK IS 84 FEET SOUTH OF THIS POINT.  TURN LEFT ALONG A
 LQ0651'BLADED ROAD AND GO NORTHERLY FOR 0.85 MILE TO THE TOP OF
 LQ0651'A KNOLL AND THE STATION.
 LQ0651'
 LQ0651'THEE MARK IS A NEVADA DEPARTMENT OF HIGHWAYS DISK
 LQ0651'STAMPED ELA 004.  IT IS SET IN A DRILL HOLE IN A BOULDER
 LQ0651'WHICH PROJECTS ABOUT 6 INCHES.  56-1/2 FEET NORTHWEST OF THE
 LQ0651'WITNESS POST AND 15 FEET WEST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0662 ***********************************************************************
 LQ0662  DESIGNATION -  ELA 134
 LQ0662  PID         -  LQ0662
 LQ0662  STATE/COUNTY-  NV/ELKO
 LQ0662  USGS QUAD   -  PALOMINO RIDGE (1984)
 LQ0662
 LQ0662                         *CURRENT SURVEY CONTROL
 LQ0662  ___________________________________________________________________
 LQ0662* NAD 83(1994)-  40 22 32.18701(N)    114 50 50.39897(W)     ADJUSTED  
 LQ0662* NAVD 88     -      2248.     (meters)    7375.     (feet)  SCALED    
 LQ0662  ___________________________________________________________________
 LQ0662  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 LQ0662  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 LQ0662
 LQ0662  HORZ ORDER  -  THIRD
 LQ0662
 LQ0662.The horizontal coordinates were established by classical geodetic methods
 LQ0662.and adjusted by the National Geodetic Survey in June 1998..
 LQ0662.No horizontal observational check was made to the station.
 LQ0662
 LQ0662.The orthometric height was scaled from a topographic map.
 LQ0662
 LQ0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0662
 LQ0662.The geoid height was determined by GEOID03.
 LQ0662
 LQ0662;                    North         East     Units Scale Factor Converg.
 LQ0662;SPC NV E     - 8,624,575.103   262,498.217   MT  0.99994807   +0 28 36.5
 LQ0662;SPC NV E     -28,295,793.48    861,212.90   sFT  0.99994807   +0 28 36.5
 LQ0662;UTM  11      - 4,471,671.792   682,747.251   MT  1.00001111   +1 23 41.5
 LQ0662
 LQ0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0662!SPC NV E     -   0.99965035  x   0.99994807  =   0.99959844
 LQ0662!UTM  11      -   0.99965035  x   1.00001111  =   0.99966146
 LQ0662
 LQ0662                          SUPERSEDED SURVEY CONTROL
 LQ0662
 LQ0662  NAD 83(1994)-  40 22 32.18541(N)    114 50 50.39636(W) AD(       ) 3
 LQ0662  NAD 83(1986)-  40 22 32.18236(N)    114 50 50.39507(W) AD(       ) 3
 LQ0662  NAD 27      -  40 22 32.43672(N)    114 50 47.28162(W) AD(       ) 3
 LQ0662
 LQ0662.Superseded values are not recommended for survey control.
 LQ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0662.See file dsdata.txt to determine how the superseded data were derived.
 LQ0662
 LQ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE8274771672(NAD 83)
 LQ0662_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LQ0662_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0662_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LQ0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0662+STABILITY: POSITION/ELEVATION WELL
 LQ0662
 LQ0662  HISTORY     - Date     Condition        Report By
 LQ0662  HISTORY     - 1965     MONUMENTED       NVDH
 LQ0662
 LQ0662                          STATION DESCRIPTION
 LQ0662
 LQ0662'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1965
 LQ0662'TO REACH THE STATION FROM CURRIE GO NORTH ALONG U.S. HIGHWAY 93
 LQ0662'FOR 4.7 MILES TO A SIDE ROAD LEFT AT SIGN BUTTE VALLEY.  TURN
 LQ0662'LEFT AND GO WEST ALONG THE MAIN ROAD FOR 3.0 MILES TO A CATTLE
 LQ0662'GUARD, CONTINUE NORTH AND WEST ALONG THE MAIN ROAD FOR 3.5
 LQ0662'MILES TO A SIDE ROAD RIGHT, ABOUT 75 YARDS BEFORE REACHING
 LQ0662'BENCH MARK L 396 ALONG THE LEFT SIDE OF ROAD.  TURN RIGHT
 LQ0662'ALONG TRACK ROAD FOR 0.45 MILE TO A DIM TRACK ROAD RIGHT.
 LQ0662'TURN RIGHT AND GO EAST FOR 0.45 MILE TO THE HEAD OF A DRAW AND
 LQ0662'A DIM FORK.  TAKE THE LEFT FORK AROUND THE BASE OF THE HILL
 LQ0662'FOR 0.8 MILE TO THE HEAD OF A WASH AND END OF TRUCK TRAVEL.
 LQ0662'PACK SOUTH UP WASH TO A SADDLE, BEAR LEFT UP THE RIDGE TO
 LQ0662'THE STATION.  ABOUT A 40 MINUTE PACK.
 LQ0662'
 LQ0662'ELA 134 (NSHD) IS A NEVADA STATE HIGHWAY DEPARTMENT BRASS CAP
 LQ0662'SET IN A DRILL HOLE.  IT IS ABOUT THE SAME ELEVATION AS THE
 LQ0662'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0814 ***********************************************************************
 LR0814  DESIGNATION -  ELDER
 LR0814  PID         -  LR0814
 LR0814  STATE/COUNTY-  NV/HUMBOLDT
 LR0814  USGS QUAD   -  NORTH PEAK (1984)
 LR0814
 LR0814                         *CURRENT SURVEY CONTROL
 LR0814  ___________________________________________________________________
 LR0814* NAD 83(1994)-  40 44 01.73896(N)    117 09 16.58925(W)     ADJUSTED  
 LR0814* NAVD 88     -      1555.8    (meters)    5104.     (feet)  VERTCON   
 LR0814  ___________________________________________________________________
 LR0814  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 LR0814  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 LR0814
 LR0814  HORZ ORDER  -  SECOND
 LR0814
 LR0814.The horizontal coordinates were established by classical geodetic methods
 LR0814.and adjusted by the National Geodetic Survey in June 1998..
 LR0814
 LR0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0814
 LR0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0814
 LR0814.The geoid height was determined by GEOID03.
 LR0814
 LR0814;                    North         East     Units Scale Factor Converg.
 LR0814;SPC NV W     - 4,665,070.438   920,678.166   MT  1.00007920   +0 55 56.7
 LR0814;SPC NV W     -15,305,318.60  3,020,591.62   sFT  1.00007920   +0 55 56.7
 LR0814;SPC NV C     - 6,664,203.017   458,786.288   MT  0.99992090   -0 19 06.3
 LR0814;SPC NV C     -21,864,139.40  1,505,201.35   sFT  0.99992090   -0 19 06.3
 LR0814;UTM  11      - 4,509,220.333   486,945.048   MT  0.99960210   -0 06 03.2
 LR0814
 LR0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0814!SPC NV W     -   0.99975919  x   1.00007920  =   0.99983837
 LR0814!SPC NV C     -   0.99975919  x   0.99992090  =   0.99968011
 LR0814!UTM  11      -   0.99975919  x   0.99960210  =   0.99936139
 LR0814
 LR0814:                Primary Azimuth Mark                     Grid Az
 LR0814:SPC NV W     -  VALMY 3                                  017 31 43.6
 LR0814:SPC NV C     -  VALMY 3                                  018 46 46.6
 LR0814:UTM  11      -  VALMY 3                                  018 33 43.5
 LR0814
 LR0814|---------------------------------------------------------------------|
 LR0814| PID    Reference Object                     Distance      Geod. Az  |
 LR0814|                                                           dddmmss.s |
 LR0814| LR0375 VALMY 3                             APPROX. 6.8 KM 0182740.3 |
 LR0814| DB7236 ELDER RM 1                            6.821 METERS 12519     |
 LR0814| DB7237 ELDER RM 2                            7.134 METERS 26439     |
 LR0814|---------------------------------------------------------------------|
 LR0814
 LR0814                          SUPERSEDED SURVEY CONTROL
 LR0814
 LR0814  NAD 83(1986)-  40 44 01.74364(N)    117 09 16.58634(W) AD(       ) 2
 LR0814  NAD 27      -  40 44 02.07700(N)    117 09 13.19620(W) AD(       ) 2
 LR0814  NGVD 29 (07/19/86) 1554.7    (m)         5101.     (f) VERT ANG       
 LR0814
 LR0814.Superseded values are not recommended for survey control.
 LR0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0814.See file dsdata.txt to determine how the superseded data were derived.
 LR0814
 LR0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF8694509220(NAD 83)
 LR0814_MARKER: DS = TRIANGULATION STATION DISK
 LR0814_SETTING: 66 = SET IN ROCK OUTCROP
 LR0814
 LR0814  HISTORY     - Date     Condition        Report By
 LR0814  HISTORY     - 1958     MONUMENTED       CGS
 LR0814  HISTORY     - 1970     GOOD             NGS
 LR0814  HISTORY     - 1990     GOOD             USPSQD
 LR0814
 LR0814                          STATION DESCRIPTION
 LR0814
 LR0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0814'THE STATION IS 4 MILES SOUTH-SOUTHWEST OF VALMY, 1 MILE EAST
 LR0814'OF EXTENSIVE MINE WORKING AND 0.75 MILE EAST OF ELDER CREEK,
 LR0814'(SOMETIMES CALLED TROUT CREEK).  ON THE SUMMIT OF A LONE HILL
 LR0814'WITH LARGE GROUP OF LIGHT COLORED GRANITE BOULDERS THAT
 LR0814'PROTRUDE ABOVE THE GENERAL SLOPE OF THE HILL ABOUT 15 FEET.
 LR0814'
 LR0814'TO REACH THE STATION FROM VALMY GO SOUTHWEST ON A GRADED DIRT
 LR0814'ROAD FOR 3 MILES TO A FORK, KEEP THE LEFT FORK FOR 1.8 MILES
 LR0814'TO THE MINE BUILDINGS AND UPPER CABINS.  HERE TAKE THE LEFT
 LR0814'FORK ACROSS THE CREEK THEN LEFT ON A SHELF ROAD AROUND THE
 LR0814'NORTHWEST EDGE OF THE HILL FOR 0.3 MILE.  HERE TURN LEFT,
 LR0814'NORTHEAST, DOWN THE SLOPE AND ACROSS THE VALLEY FOR 1 MILE TO
 LR0814'THE BASE OF THE GRANITE BOULDERS.  THE STATION IS ON THE SUMMIT
 LR0814'AND ABOUT THE CENTER OF THE GRANITE BOULDERS.
 LR0814'
 LR0814'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CEMENT
 LR0814'IN DRILL HOLES IN THE BEDROCK AND STAMPED ELDER 1958.  THE
 LR0814'REFERENCE MARKS ARE FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
 LR0814'
 LR0814'A 4 WHEEL DRIVE VEHICLE IS NEEDED FOR THE LAST MILE.
 LR0814
 LR0814                          STATION RECOVERY (1970)
 LR0814
 LR0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LR0814'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LR0814'AS DESCRIBED AND FOUND IN GOOD CONDITION.  STATION VALMY 3
 LR0814'WHICH IS LOCATED IN THE SOUTH WEST BRIDGE ABUTMENT AT THE VALMY
 LR0814'INTERCHANGE WILL SERVE AS AN AZIMUTH MARK.
 LR0814'
 LR0814'TO REACH THE STATION WITH A 2-WHEEL DRIVE VEHICLE, GO SOUTH
 LR0814'ALONG TROUT CREEK ROA FOR 2.0 MILES FROM VALMY.  TURN LEFT
 LR0814'ALONG THE POWER LINE ROAD TO THE 5TH SET OF POWER POLES.  TURN
 LR0814'RIGHT ACROSS COUNTRY AND HEAD TOWARD THE WEST END OF A LOW BUTTE
 LR0814'WHICH HAS 2 PROMINENT ROCK OUTCROPS FOR 2 MILES TO A DRY
 LR0814'CREEK AND END OF TRUCK TRAVEL.  PACK EAST TO TOP OF BUTTE AND
 LR0814'THE STATION.  ABOUT A 15 MINUTE PACK.
 LR0814'
 LR0814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 LR0814'SOUTH-SOUTHWEST OF VALMY.
 LR0814'
 LR0814'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LR0814
 LR0814                          STATION RECOVERY (1990)
 LR0814
 LR0814'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDO)
 LR0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0307 ***********************************************************************
 KP0307  DESIGNATION -  ELDRIDGE
 KP0307  PID         -  KP0307
 KP0307  STATE/COUNTY-  NV/WHITE PINE
 KP0307  USGS QUAD   -  BIG HARD PAN (1986)
 KP0307
 KP0307                         *CURRENT SURVEY CONTROL
 KP0307  ___________________________________________________________________
 KP0307* NAD 83(1994)-  39 34 24.58305(N)    114 23 18.80186(W)     ADJUSTED  
 KP0307* NAVD 88     -      1746.8    (meters)    5731.     (feet)  VERTCON   
 KP0307  ___________________________________________________________________
 KP0307  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 KP0307  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 KP0307
 KP0307  HORZ ORDER  -  FIRST
 KP0307
 KP0307.The horizontal coordinates were established by classical geodetic methods
 KP0307.and adjusted by the National Geodetic Survey in June 1998..
 KP0307
 KP0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0307
 KP0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0307
 KP0307.The geoid height was determined by GEOID03.
 KP0307
 KP0307;                    North         East     Units Scale Factor Converg.
 KP0307;SPC NV E     - 8,535,944.008   302,649.713   MT  1.00002969   +0 45 40.4
 KP0307;SPC NV E     -28,005,009.63    992,943.27   sFT  1.00002969   +0 45 40.4
 KP0307;UTM  11      - 4,383,678.904   724,307.505   MT  1.00021950   +1 39 51.7
 KP0307
 KP0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0307!SPC NV E     -   0.99972914  x   1.00002969  =   0.99975882
 KP0307!UTM  11      -   0.99972914  x   1.00021950  =   0.99994858
 KP0307
 KP0307|---------------------------------------------------------------------|
 KP0307| PID    Reference Object                     Distance      Geod. Az  |
 KP0307|                                                           dddmmss.s |
 KP0307| DD4938 ELDRIDGE RM 1                        22.750 METERS 05309     |
 KP0307| DD4937 ELDRIDGE AZ MK                                     1501856.4 |
 KP0307| DD4939 ELDRIDGE RM 2                        18.366 METERS 15224     |
 KP0307|---------------------------------------------------------------------|
 KP0307
 KP0307                          SUPERSEDED SURVEY CONTROL
 KP0307
 KP0307  NAD 83(1994)-  39 34 24.58271(N)    114 23 18.80178(W) AD(       ) 1
 KP0307  NAD 83(1986)-  39 34 24.57811(N)    114 23 18.80385(W) AD(       ) 1
 KP0307  NAD 27      -  39 34 24.79100(N)    114 23 15.77400(W) AD(       ) 1
 KP0307  NGVD 29 (07/19/86) 1745.6    (m)         5727.     (f) VERT ANG       
 KP0307
 KP0307.Superseded values are not recommended for survey control.
 KP0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0307.See file dsdata.txt to determine how the superseded data were derived.
 KP0307
 KP0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD2430883679(NAD 83)
 KP0307_MARKER: DS = TRIANGULATION STATION DISK
 KP0307_SETTING: 0 = UNSPECIFIED SETTING
 KP0307
 KP0307  HISTORY     - Date     Condition        Report By
 KP0307  HISTORY     - 1944     MONUMENTED       CGS
 KP0307
 KP0307                          STATION DESCRIPTION
 KP0307
 KP0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 KP0307'STATION IS LOCATED ABOUT 36 MILES NE OF ELY, ABOUT 14 MILES
 KP0307'N OF ELDRIDGE RANCH, ABOUT 1 MILE ESE OF LONE WINDMILL, ABOUT
 KP0307'35 FEET ENE OF CENTER LINE OF A GRADED ROAD EXTENDING N AND
 KP0307'S ALONG THE E SIDE OF SPRING VALLEY, AND ABOUT 10 FEET ENE OF A
 KP0307'WHITE WITNESS POST.
 KP0307'
 KP0307'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 KP0307'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED
 KP0307'ELDRIDGE 1944.  UNDERGROUND MARK IS A BRONZE STATION DISK SET
 KP0307'IN CONCRETE 4 FEET BELOW THE SURFACE OF THE GROUND.
 KP0307'
 KP0307'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 KP0307'POST PROJECTING ABOUT 3 INCHES AND IS STAMPED ELDRIDGE NO 1 1944.
 KP0307'
 KP0307'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 KP0307'POST PROJECTING ABOUT 1 INCH ABOVE GROUND AND IS STAMPED
 KP0307'ELDRIDGE NO 2 1944.  IT IS ABOUT 25 FEET ENE OF THE CENTERLINE
 KP0307'OF ROAD.
 KP0307'
 KP0307'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE
 KP0307'CYLINDER PROJECTING ABOUT 4 INCHES ABOVE GROUND AND IS
 KP0307'STAMPED ELDRIDGE 1944.  IT IS 40 FEET ENE OF THE CENTER LINE OF
 KP0307'ROAD AND 4 FEET ENE OF A WHITE WITNESS POST.
 KP0307'
 KP0307'TO REACH STATION FROM EAST ELY, GO SE ON U.S. HIGHWAY 93
 KP0307'FOR 26 MILES.  AT MAJORS STATION TAKE LEFT FORK (U.S.
 KP0307'HIGHWAY 6) AND GO E ACROSS THE VALLEY AND THEN N ALONG THE BASE
 KP0307'OF THE WHEELER RANGE FOR 15.4 MILES.  TURN LEFT THROUGH A
 KP0307'SMALL CUT BANK AND FOLLOW THE MAIN GRADED ROAD N 16 MILES TO
 KP0307'THE ELDRIDGE RANCH.  CONTINUE N ON THE GRADED ROAD FOR 14
 KP0307'MILES TO STATION ON THE RIGHT SIDE OF THE ROAD.
 KP0307'
 KP0307'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7047 ***********************************************************************
 AH7047  DESIGNATION -  ELEPHANT
 AH7047  PID         -  AH7047
 AH7047  STATE/COUNTY-  NV/ELKO
 AH7047  USGS QUAD   -  ELK MOUNTAIN (1986)
 AH7047
 AH7047                         *CURRENT SURVEY CONTROL
 AH7047  ___________________________________________________________________
 AH7047* NAD 83(1994)-  41 54 14.98940(N)    115 04 02.49133(W)     ADJUSTED  
 AH7047* NAVD 88     -      2584.8    (meters)    8480.     (feet)  VERTCON   
 AH7047  ___________________________________________________________________
 AH7047  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AH7047  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 AH7047
 AH7047  HORZ ORDER  -  THIRD
 AH7047
 AH7047.The horizontal coordinates were established by classical geodetic methods
 AH7047.and adjusted by the National Geodetic Survey in January 1999..
 AH7047
 AH7047.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7047
 AH7047.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7047
 AH7047.The geoid height was determined by GEOID03.
 AH7047
 AH7047;                    North         East     Units Scale Factor Converg.
 AH7047;SPC NV E     - 8,794,183.117   242,808.757   MT  0.99992254   +0 20 40.6
 AH7047;SPC NV E     -28,852,249.11    796,615.06   sFT  0.99992254   +0 20 40.6
 AH7047;UTM  11      - 4,640,941.741   660,300.029   MT  0.99991620   +1 17 27.8
 AH7047
 AH7047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7047!SPC NV E     -   0.99959718  x   0.99992254  =   0.99951975
 AH7047!UTM  11      -   0.99959718  x   0.99991620  =   0.99951342
 AH7047
 AH7047                          SUPERSEDED SURVEY CONTROL
 AH7047
 AH7047  NGVD 29 (01/22/99) 2583.5    (m)         8476.     (f) VERT ANG       
 AH7047
 AH7047.Superseded values are not recommended for survey control.
 AH7047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7047.See file dsdata.txt to determine how the superseded data were derived.
 AH7047
 AH7047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG6030040942(NAD 83)
 AH7047_MARKER: Z = SEE DESCRIPTION
 AH7047_SETTING: 0 = UNSPECIFIED SETTING
 AH7047_PROJECTION: FLUSH
 AH7047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7047
 AH7047  HISTORY     - Date     Condition        Report By
 AH7047  HISTORY     - 1957     MONUMENTED       USGS
 AH7047
 AH7047                          STATION DESCRIPTION
 AH7047
 AH7047'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AH7047'LOCATED ABOUT 20 MI. NW. OF CONTACT, 6 MI. S. OF IDAHO, ON THE
 AH7047'SOUTHERN ONE OF THREE TOPS CALLED --ELEPHANT BUTTE--, ON HIGHEST POINT
 AH7047'OF TOP AND 4 FT. FROM A SMALL CAIRN.
 AH7047'STATION REACHED BY HELICOPTER.
 AH7047'STATION MARK--STANDARD TABLET ---STAMPED---ELEPHANT 1957 SET FLUSH
 AH7047'WITH GROUND.
 AH7047'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET ---STAMPED ---1
 AH7047'1957 SET IN PROJECTING BOULDER, 11.72 FT. FROM STATION MARK.
 AH7047'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET ---STAMPED ---2
 AH7047'1957 SET IN GRANITE FLUSH WITH GROUND, 11.63 FT. FROM STATION MARK.
 AH7047'CAIRN IS 4 FT. FROM STATION MARK AND 3.2 FT. HIGHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0325 ***********************************************************************
 HP0325  DESIGNATION -  ELGIN
 HP0325  PID         -  HP0325
 HP0325  STATE/COUNTY-  NV/LINCOLN
 HP0325  USGS QUAD   -  ELGIN (1980)
 HP0325
 HP0325                         *CURRENT SURVEY CONTROL
 HP0325  ___________________________________________________________________
 HP0325* NAD 83(1994)-  37 21 29.70681(N)    114 31 18.91222(W)     ADJUSTED  
 HP0325* NAVD 88     -      1309.8    (meters)    4297.     (feet)  VERTCON   
 HP0325  ___________________________________________________________________
 HP0325  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 HP0325  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 HP0325
 HP0325  HORZ ORDER  -  FIRST
 HP0325
 HP0325.The horizontal coordinates were established by classical geodetic methods
 HP0325.and adjusted by the National Geodetic Survey in June 1998..
 HP0325
 HP0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0325
 HP0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0325
 HP0325.The geoid height was determined by GEOID03.
 HP0325
 HP0325;                    North         East     Units Scale Factor Converg.
 HP0325;SPC NV E     - 8,289,911.361   294,025.099   MT  1.00000887   +0 38 38.8
 HP0325;SPC NV E     -27,197,817.52    964,647.35   sFT  1.00000887   +0 38 38.8
 HP0325;UTM  11      - 4,137,496.561   719,469.254   MT  1.00019336   +1 30 15.4
 HP0325
 HP0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0325!SPC NV E     -   0.99979841  x   1.00000887  =   0.99980728
 HP0325!UTM  11      -   0.99979841  x   1.00019336  =   0.99999173
 HP0325
 HP0325|---------------------------------------------------------------------|
 HP0325| PID    Reference Object                     Distance      Geod. Az  |
 HP0325|                                                           dddmmss.s |
 HP0325| DD4941 ELGIN RM 1                           11.678 METERS 18237     |
 HP0325| DD4940 ELGIN AZ MK                                        2213012.2 |
 HP0325| DD4942 ELGIN RM 2                            3.575 METERS 29633     |
 HP0325|---------------------------------------------------------------------|
 HP0325
 HP0325                          SUPERSEDED SURVEY CONTROL
 HP0325
 HP0325  NAD 83(1994)-  37 21 29.70660(N)    114 31 18.91147(W) AD(       ) 1
 HP0325  NAD 83(1992)-  37 21 29.70002(N)    114 31 18.91169(W) AD(       ) 1
 HP0325  NAD 83(1986)-  37 21 29.69959(N)    114 31 18.91068(W) AD(       ) 1
 HP0325  NAD 27      -  37 21 29.82100(N)    114 31 15.93800(W) AD(       ) 1
 HP0325  NGVD 29 (07/19/86) 1308.8    (m)         4294.     (f) VERT ANG       
 HP0325
 HP0325.Superseded values are not recommended for survey control.
 HP0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0325.See file dsdata.txt to determine how the superseded data were derived.
 HP0325
 HP0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB1946937497(NAD 83)
 HP0325_MARKER: DS = TRIANGULATION STATION DISK
 HP0325_SETTING: 80 = SET IN A BOULDER
 HP0325_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HP0325
 HP0325  HISTORY     - Date     Condition        Report By
 HP0325  HISTORY     - 1944     MONUMENTED       CGS
 HP0325  HISTORY     - 1954     GOOD             CGS
 HP0325  HISTORY     - 1965     GOOD             AMS
 HP0325
 HP0325                          STATION DESCRIPTION
 HP0325
 HP0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0325'STATION IS LOCATED APPROXIMATELY 250 YARDS N OF THE FIRST
 HP0325'SUMMIT OF MINE ROAD THAT LEADS E INTO THE HILLS FROM ELGIN,
 HP0325'ABOUT 1 MILE ENE OF ELGIN, ON THE FIRST SMOOTH SAGE-COVERED
 HP0325'KNOB N OF A PASS, AND THE FIRST PROMINENT RIDGE E OF MEADOW
 HP0325'VALLEY WASH.  THERE ARE TWO ROCKY POINTS BETWEEN THE STATION
 HP0325'AND THE PASS.
 HP0325'
 HP0325'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 HP0325'A BOULDER PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT
 HP0325'IS STAMPED ELGIN 1944.
 HP0325'
 HP0325'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 HP0325'HOLE IN A BOULDER FLUSH WITH GROUND.  IT IS STAMPED ELGIN NO
 HP0325'1 1944.
 HP0325'
 HP0325'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 HP0325'HOLE IN A BOULDER PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 HP0325'IT IS STAMPED ELGIN NO 2 1944.
 HP0325'
 HP0325'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET FLUSH IN A BOULDER
 HP0325'AND IS STAMPED ELGIN 1944.  IT IS 7 FEET S OF THE CENTER LINE
 HP0325'OF BLADED ROAD LEADING FROM ELGIN TO THE STATION, 0.45 MILE
 HP0325'FROM THE WATER TANK IN ELGIN, AND 6 FEET ENE OF A WHITE WOODEN
 HP0325'WITNESS POST.
 HP0325'
 HP0325'TO REACH STATION FROM ELGIN, GO THROUGH GATE AT SW CORNER
 HP0325'OF SCHOOLHOUSE LOT, THEN FOLLOW ROAD E UP STEEP GRADE FOR
 HP0325'1.3 MILES TO SUMMIT AND END OF TRUCK TRAVEL.  FROM SUMMIT
 HP0325'PACK N ALONG THE RIDGE, PASSING TO RIGHT OF TWO ROCKY POINTS,
 HP0325'FOR APPROXIMATELY 250 YARDS TO ROUND SAGE-COVERED HILL AND
 HP0325'STATION.
 HP0325
 HP0325                          STATION RECOVERY (1954)
 HP0325
 HP0325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0325'RECOVERED.  THE STATION, BOTH REFERENCE MARKS, AND AZIMUTH
 HP0325'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 HP0325'DESCRIPTION IS ADEQUATE AND COMPLETE.
 HP0325
 HP0325                          STATION RECOVERY (1965)
 HP0325
 HP0325'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 HP0325'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 HP0325'AS DESCRIBED.  THE AZIMUTH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0874 ***********************************************************************
 MT0874  DESIGNATION -  ELH 045
 MT0874  PID         -  MT0874
 MT0874  STATE/COUNTY-  NV/ELKO
 MT0874  USGS QUAD   -  NORTH FORK (1971)
 MT0874
 MT0874                         *CURRENT SURVEY CONTROL
 MT0874  ___________________________________________________________________
 MT0874* NAD 83(1994)-  41 23 48.54666(N)    115 48 07.00607(W)     ADJUSTED  
 MT0874* NAVD 88     -      1870.05   (+/-2cm)    6135.3    (feet)  VERTCON   
 MT0874  ___________________________________________________________________
 MT0874  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 MT0874  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 MT0874
 MT0874  HORZ ORDER  -  THIRD
 MT0874  VERT ORDER  -  THIRD ? (See Below)
 MT0874
 MT0874.The horizontal coordinates were established by classical geodetic methods
 MT0874.and adjusted by the National Geodetic Survey in June 1998..
 MT0874
 MT0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0874.The vertical order pertains to the NGVD 29 superseded value.
 MT0874
 MT0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0874
 MT0874.The geoid height was determined by GEOID03.
 MT0874
 MT0874;                    North         East     Units Scale Factor Converg.
 MT0874;SPC NV E     - 8,737,734.015   181,719.549   MT  0.99990411   -0 08 40.4
 MT0874;SPC NV E     -28,667,049.01    596,191.55   sFT  0.99990411   -0 08 40.4
 MT0874;UTM  11      - 4,583,501.669   600,152.377   MT  0.99972344   +0 47 32.3
 MT0874
 MT0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0874!SPC NV E     -   0.99970947  x   0.99990411  =   0.99961361
 MT0874!UTM  11      -   0.99970947  x   0.99972344  =   0.99943299
 MT0874
 MT0874                          SUPERSEDED SURVEY CONTROL
 MT0874
 MT0874  NAD 83(1986)-  41 23 48.54502(N)    115 48 06.99792(W) AD(       ) 3
 MT0874  NGVD 29 (11/02/93) 1868.82   (m)         6131.3    (f) LEVELING    3  
 MT0874
 MT0874.Superseded values are not recommended for survey control.
 MT0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0874.See file dsdata.txt to determine how the superseded data were derived.
 MT0874
 MT0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0015283502(NAD 83)
 MT0874_MARKER: Z = SEE DESCRIPTION
 MT0874_SETTING: 0 = UNSPECIFIED SETTING
 MT0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0874
 MT0874  HISTORY     - Date     Condition        Report By
 MT0874  HISTORY     - UNK      MONUMENTED
 MT0874  HISTORY     - 1970     GOOD             USGS
 MT0874
 MT0874                          STATION DESCRIPTION
 MT0874
 MT0874'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 MT0874'RECOVERED AS DESCRIBED BY NHD.
 MT0874'
 MT0874'LOCATED ABOUT 22.6 MI NE. OF TUSCARORA, ABOUT 6.0 MI S. OF NORTH
 MT0874'FORK HWY. MAINTENANCE STATION.  IN SMALL SADDLE.
 MT0874'
 MT0874'TO REACH FROM JCT. OF U.S. HWY. 40 AND STATION HWY. 51 AT WEST
 MT0874'EDGE OF ELKO, DRIVE 26.8 MI N. ON STATE HWY. 51 TO JCT. OF STATE
 MT0874'HWY. 11 TO TUSCARORA, CONTINUE STRAIGHT AHEAD ON HWY. 51 16.6 MI
 MT0874'TO ENTRANCE TO GREEN MEADOWS RANCH, CONTINUE 0.6 MI ON STATE HWY.
 MT0874'51 TO ENTRANCE TO SMALL CUT ON HWY.  TURN LEFT OFF HWY. TO TOP OF
 MT0874'RIDGE, T-FENCE CORNER AND STATION 5.7 FT E. OF FENCE CORNER AND
 MT0874'18.3 FT N. OF CENTER OF DOUBLE GATE IN FENCE.
 MT0874'
 MT0874'STATION MARK--BRONZE PIN IN BRASS CAP
 MT0874'STAMPED---NEV HIWAY DEPT ELH 045---, IN CEMENT POST.
 MT0874'
 MT0874'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3447 ***********************************************************************
 AA3447  CBN         -  This is a Cooperative Base Network Control Station.
 AA3447  DESIGNATION -  ELKO
 AA3447  PID         -  AA3447
 AA3447  STATE/COUNTY-  NV/ELKO
 AA3447  USGS QUAD   -  ELKO WEST (1975)
 AA3447
 AA3447                         *CURRENT SURVEY CONTROL
 AA3447  ___________________________________________________________________
 AA3447* NAD 83(1999)-  40 49 41.53678(N)    115 46 50.62820(W)     ADJUSTED  
 AA3447* NAVD 88     -      1564.2    (meters)    5132.     (feet)  GPS OBS   
 AA3447  ___________________________________________________________________
 AA3447  EPOCH DATE  -        1999.37
 AA3447  X           -  -2,102,554.352 (meters)                     COMP
 AA3447  Y           -  -4,353,078.237 (meters)                     COMP
 AA3447  Z           -   4,149,016.396 (meters)                     COMP
 AA3447  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AA3447  ELLIP HEIGHT-        1545.57  (meters)          (10/30/00) GPS OBS
 AA3447  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 AA3447
 AA3447  HORZ ORDER  -  B
 AA3447  ELLP ORDER  -  FOURTH    CLASS II
 AA3447
 AA3447.This mark is at Elko Mun-J C Harris Fld Airport (EKO)
 AA3447
 AA3447.The horizontal coordinates were established by GPS observations
 AA3447.and adjusted by the National Geodetic Survey in October 2000..
 AA3447.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3447.DATUM ITEM on the data sheet items page.
 AA3447.The horizontal coordinates are valid at the epoch date displayed above.
 AA3447.The epoch date for horizontal control is a decimal equivalence
 AA3447.of Year/Month/Day.
 AA3447
 AA3447.The orthometric height was determined by GPS observations and a
 AA3447.high-resolution geoid model.
 AA3447
 AA3447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3447
 AA3447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3447
 AA3447.The ellipsoidal height was determined by GPS observations
 AA3447.and is referenced to NAD 83.
 AA3447
 AA3447.The geoid height was determined by GEOID03.
 AA3447
 AA3447;                    North         East     Units Scale Factor Converg.
 AA3447;SPC NV E     - 8,674,587.990   183,350.603   MT  0.99990341   -0 07 44.6
 AA3447;SPC NV E     -28,459,877.43    601,542.77   sFT  0.99990341   -0 07 44.6
 AA3447;UTM  11      - 4,520,401.681   602,809.399   MT  0.99973009   +0 47 50.0
 AA3447
 AA3447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3447!SPC NV E     -   0.99975762  x   0.99990341  =   0.99966105
 AA3447!UTM  11      -   0.99975762  x   0.99973009  =   0.99948777
 AA3447
 AA3447|---------------------------------------------------------------------|
 AA3447| PID    Reference Object                     Distance      Geod. Az  |
 AA3447|                                                           dddmmss.s |
 AA3447| LQ0774 EKO AP STA A                        218.654 METERS 15125     |
 AA3447|---------------------------------------------------------------------|
 AA3447
 AA3447                          SUPERSEDED SURVEY CONTROL
 AA3447
 AA3447  NAD 83(1994)-  40 49 41.53567(N)    115 46 50.62596(W) AD(       ) B
 AA3447  ELLIP H (03/30/95) 1545.64   (m)                       GP(       ) 4 1
 AA3447
 AA3447.Superseded values are not recommended for survey control.
 AA3447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3447.See file dsdata.txt to determine how the superseded data were derived.
 AA3447
 AA3447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0280920402(NAD 83)
 AA3447_MARKER: DD = SURVEY DISK
 AA3447_SETTING: 0 = UNSPECIFIED SETTING
 AA3447_SP_SET: UNSPECIFIED
 AA3447_MARK LOGO: NGS   
 AA3447_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3447+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA3447
 AA3447  HISTORY     - Date     Condition        Report By
 AA3447  HISTORY     - 1994     MONUMENTED       NGS
 AA3447
 AA3447                          STATION DESCRIPTION
 AA3447
 AA3447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AA3447'CORS STATION, NOT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0439 ***********************************************************************
 LQ0439  DESIGNATION -  ELKO AIRPORT
 LQ0439  PID         -  LQ0439
 LQ0439  STATE/COUNTY-  NV/ELKO
 LQ0439  USGS QUAD   -  ELKO WEST (1975)
 LQ0439
 LQ0439                         *CURRENT SURVEY CONTROL
 LQ0439  ___________________________________________________________________
 LQ0439* NAD 83(1994)-  40 49 45.49344(N)    115 46 38.20429(W)     ADJUSTED  
 LQ0439* NAVD 88     -      1565.594  (meters)    5136.45   (feet)  ADJUSTED  
 LQ0439  ___________________________________________________________________
 LQ0439  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 LQ0439  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 LQ0439  DYNAMIC HT  -        1564.293 (meters)    5132.18  (feet)  COMP
 LQ0439  MODELED GRAV-     979,738.5   (mgal)                       NAVD 88
 LQ0439
 LQ0439  HORZ ORDER  -  SECOND
 LQ0439  VERT ORDER  -  FIRST     CLASS II
 LQ0439
 LQ0439.This mark is at Elko Mun-J C Harris Fld Airport (EKO)
 LQ0439
 LQ0439.The horizontal coordinates were established by classical geodetic methods
 LQ0439.and adjusted by the National Geodetic Survey in June 1998..
 LQ0439
 LQ0439.The orthometric height was determined by differential leveling
 LQ0439.and adjusted by the National Geodetic Survey in June 1991..
 LQ0439
 LQ0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0439
 LQ0439.The geoid height was determined by GEOID03.
 LQ0439
 LQ0439.The dynamic height is computed by dividing the NAVD 88
 LQ0439.geopotential number by the normal gravity value computed on the
 LQ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0439.degrees latitude (g = 980.6199 gals.).
 LQ0439
 LQ0439.The modeled gravity was interpolated from observed gravity values.
 LQ0439
 LQ0439;                    North         East     Units Scale Factor Converg.
 LQ0439;SPC NV E     - 8,674,709.381   183,641.955   MT  0.99990329   -0 07 36.5
 LQ0439;SPC NV E     -28,460,275.69    602,498.65   sFT  0.99990329   -0 07 36.5
 LQ0439;UTM  11      - 4,520,527.744   603,098.700   MT  0.99973083   +0 47 58.2
 LQ0439
 LQ0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0439!SPC NV E     -   0.99975740  x   0.99990329  =   0.99966071
 LQ0439!UTM  11      -   0.99975740  x   0.99973083  =   0.99948830
 LQ0439
 LQ0439:                Primary Azimuth Mark                     Grid Az
 LQ0439:SPC NV E     -  ELKO RADIO RANGE CENTER TOWER            009 57 51.2
 LQ0439:UTM  11      -  ELKO RADIO RANGE CENTER TOWER            009 02 16.5
 LQ0439
 LQ0439|---------------------------------------------------------------------|
 LQ0439| PID    Reference Object                     Distance      Geod. Az  |
 LQ0439|                                                           dddmmss.s |
 LQ0439| LQ0758 ELKO RADIO RANGE CENTER TOWER       APPROX. 1.1 KM 0095014.7 |
 LQ0439| LQ0440 H 101                                32.300 METERS 12240     |
 LQ0439| LQ0763 ELKO WESTERN PACIFIC RR TANK        APPROX. 0.6 KM 1283657.4 |
 LQ0439| LQ0691 CONICAL PEAK EAST OF RUBY DOME      APPROX.34.8 KM 1311332.2 |
 LQ0439| LQ0693 RUBY DOME CAIRN                     APPROX.34.4 KM 1320059.5 |
 LQ0439| LQ0759 ELKO MAG STATION                    APPROX. 1.9 KM 1820935.6 |
 LQ0439| LQ0438 ELKO AIRPORT RM 1                    12.418 METERS 19006     |
 LQ0439| LQ0749 AIRWAY BN 40 RENO TO SALT LAKE      APPROX.20.7 KM 2374242.8 |
 LQ0439|---------------------------------------------------------------------|
 LQ0439
 LQ0439                          SUPERSEDED SURVEY CONTROL
 LQ0439
 LQ0439  NAD 83(1986)-  40 49 45.49637(N)    115 46 38.19783(W) AD(       ) 2
 LQ0439  NAD 27      -  40 49 45.77500(N)    115 46 34.95400(W) AD(       ) 2
 LQ0439  NGVD 29 (??/??/92) 1564.475  (m)         5132.78   (f) ADJ UNCH    1 2
 LQ0439
 LQ0439.Superseded values are not recommended for survey control.
 LQ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0439.See file dsdata.txt to determine how the superseded data were derived.
 LQ0439
 LQ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0309920528(NAD 83)
 LQ0439_MARKER: DS = TRIANGULATION STATION DISK
 LQ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0439_STAMPING: ELKO AIRPORT 1947
 LQ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0439+STABILITY: SURFACE MOTION
 LQ0439
 LQ0439  HISTORY     - Date     Condition        Report By
 LQ0439  HISTORY     - 1947     MONUMENTED       CGS
 LQ0439  HISTORY     - 1953     GOOD             CGS
 LQ0439  HISTORY     - 1953     GOOD             NGS
 LQ0439  HISTORY     - 1956     GOOD             CGS
 LQ0439  HISTORY     - 1957     GOOD             CGS
 LQ0439  HISTORY     - 1964     GOOD             CGS
 LQ0439  HISTORY     - 1977     GOOD             NGS
 LQ0439  HISTORY     - 1977     GOOD             NGS
 LQ0439
 LQ0439                          STATION DESCRIPTION
 LQ0439
 LQ0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0439'THE STATION IS ON THE WESTERN EDGE OF THE CITY OF ELKO, ABOUT
 LQ0439'500 YARDS E. OF THE AIRPORT BUILDINGS, 150 YARDS N. OF U.S.
 LQ0439'HIGHWAY NO. 40, ON A SMALL BENCH, AND IS ABOUT 105 FEET N.W. OF
 LQ0439'AIRWAY BEACON NO. 41.
 LQ0439'
 LQ0439'THE STATION MARK IS A STANDARD DISK IN THE TOP OF A 9 IN SQUARE
 LQ0439'CONCRETE POST WHICH PROJECTS 5 IN ABOVE THE FURFACE OF THE
 LQ0439'GROUND.  IT IS STAMPED ELKO AIRPORT 1947.
 LQ0439'
 LQ0439'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 LQ0439'9 IN SQUARE CONCRETE POST WHICH PROJECTS 5 IN ABOVE THE FURFACE
 LQ0439'OF THE GROUND AND IS APPROXIMATELY THE SAME ELEVATION AS THE
 LQ0439'STATION MARK.  IT IS STAMPED ELKO AIRPORT NO 1 1947.
 LQ0439'
 LQ0439'REFERENCE MARK NO. 2 IS A STANDARD USGS DISK CEMENTED IN A
 LQ0439'DRILL HOLE IN THE CONCRETE BASE OF AIRWAY BEACON NO. 41 AND
 LQ0439'MARKS THE CENTER OF THE BEACON.  IT IS STAMPED H 101 5129 FEET
 LQ0439'1933.
 LQ0439
 LQ0439                          STATION RECOVERY (1953)
 LQ0439
 LQ0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFW)
 LQ0439'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 LQ0439'AS DESCRIBED
 LQ0439
 LQ0439                          STATION RECOVERY (1953)
 LQ0439
 LQ0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 LQ0439'IN ELKO AIRPORT.
 LQ0439'NEAR THE EAST SIDE OF ELKO AIRPORT, ON A SMALL HILL, 0.15 MILE
 LQ0439'NORTHEAST OF THE T JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 11,
 LQ0439'ABOUT 425 YARDS NORTHEAST OF THE AIRPORT BUILDINGS, 99.1 FEET
 LQ0439'NORTHWEST OF THE NORTHWEST LEG OF THE BEACON TOWER, 5.7 FEET NORTHEAST
 LQ0439'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LQ0439'0.3 FOOT ABOVE THE GROUND.
 LQ0439
 LQ0439                          STATION RECOVERY (1956)
 LQ0439
 LQ0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 LQ0439'STATION AND R.M. 2 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LQ0439'R.M. 1 NOT RECOVERE BELIEVED DESTROYED BY STREET CONSTRUCTION.
 LQ0439
 LQ0439                          STATION RECOVERY (1957)
 LQ0439
 LQ0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0439'THE STATION AND BENCH MARK H 101 (USGS) (USED AS REFERENCE MARK
 LQ0439'2), WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LQ0439'
 LQ0439'REFERENCE MARK 1 HAS APPARENTLY BEEN DESTROYED OR COVERED OVER
 LQ0439'BY CONSTRUCTION.  NO OTHER REFERENCE MARK WAS ESTABLISHED.
 LQ0439
 LQ0439                          STATION RECOVERY (1964)
 LQ0439
 LQ0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ALM)
 LQ0439'THE STATION AND BENCH MARK H 101 (USGS) (USED AS REFERENCE
 LQ0439'MARK 2), WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LQ0439'
 LQ0439'REFERENCE MARK 1 WAS FOUND DESTROYED.
 LQ0439
 LQ0439                          STATION RECOVERY (1977)
 LQ0439
 LQ0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EEE)
 LQ0439'RECOVERED AS DESCRIBED.
 LQ0439'
 LQ0439'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WESTERN EDGE OF
 LQ0439'ELKO NEVADA.
 LQ0439
 LQ0439                          STATION RECOVERY (1977)
 LQ0439
 LQ0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LQ0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0438 ***********************************************************************
 LQ0438  DESIGNATION -  ELKO AIRPORT RM 1
 LQ0438  PID         -  LQ0438
 LQ0438  STATE/COUNTY-  NV/ELKO
 LQ0438  USGS QUAD   -  ELKO WEST (1975)
 LQ0438
 LQ0438                         *CURRENT SURVEY CONTROL
 LQ0438  ___________________________________________________________________
 LQ0438* NAD 83(1986)-  40 49 45.     (N)    115 46 37.     (W)     SCALED    
 LQ0438* NAVD 88     -      1565.392  (meters)    5135.79   (feet)  ADJUSTED  
 LQ0438  ___________________________________________________________________
 LQ0438  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 LQ0438  DYNAMIC HT  -        1564.091 (meters)    5131.52  (feet)  COMP
 LQ0438  MODELED GRAV-     979,738.5   (mgal)                       NAVD 88
 LQ0438
 LQ0438  VERT ORDER  -  FIRST     CLASS II
 LQ0438
 LQ0438.This mark is at Elko Mun-J C Harris Fld Airport (EKO)
 LQ0438
 LQ0438.The horizontal coordinates were scaled from a topographic map and have
 LQ0438.an estimated accuracy of +/- 6 seconds.
 LQ0438
 LQ0438.The orthometric height was determined by differential leveling
 LQ0438.and adjusted by the National Geodetic Survey in June 1991..
 LQ0438
 LQ0438.The geoid height was determined by GEOID03.
 LQ0438
 LQ0438.The dynamic height is computed by dividing the NAVD 88
 LQ0438.geopotential number by the normal gravity value computed on the
 LQ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0438.degrees latitude (g = 980.6199 gals.).
 LQ0438
 LQ0438.The modeled gravity was interpolated from observed gravity values.
 LQ0438
 LQ0438;                    North         East    Units  Estimated Accuracy
 LQ0438;SPC NV E     - 8,674,690.      183,670.      MT  (+/- 180 meters Scaled)
 LQ0438
 LQ0438                          SUPERSEDED SURVEY CONTROL
 LQ0438
 LQ0438  NGVD 29 (??/??/92) 1564.273  (m)         5132.12   (f) ADJ UNCH    1 2
 LQ0438
 LQ0438.Superseded values are not recommended for survey control.
 LQ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0438.See file dsdata.txt to determine how the superseded data were derived.
 LQ0438
 LQ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF031205(NAD 83)
 LQ0438_MARKER: DR = REFERENCE MARK DISK
 LQ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0438_STAMPING: ELKO AIRPORT NO 1 1947
 LQ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0438+STABILITY: SURFACE MOTION
 LQ0438
 LQ0438  HISTORY     - Date     Condition        Report By
 LQ0438  HISTORY     - 1947     MONUMENTED       CGS
 LQ0438  HISTORY     - 1953     GOOD             NGS
 LQ0438
 LQ0438                          STATION DESCRIPTION
 LQ0438
 LQ0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0438'IN ELKO AIRPORT.
 LQ0438'NEAR THE EAST SIDE OF ELKO AIRPORT, ON A SMALL HILL, 0.15 MILE
 LQ0438'NORTHWEST OF THE T JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 11,
 LQ0438'ABOUT 425 YARDS NORTHEAST OF THE AIRPORT BUILDINGS, 96.8 FEET WEST OF
 LQ0438'H 101 (USGS), 91.4 FEET WEST OF THE NORTHWEST LEG OF BEACON TOWER 41,
 LQ0438'40.7 FEET SOUTH OF TRIANGULATION STATION ELKO AIRPORT, AND SET IN THE
 LQ0438'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4142 ***********************************************************************
 DH4142  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4142  DESIGNATION -  ELKO CORS ARP
 DH4142  CORS_ID     -  LKN1
 DH4142  PID         -  DH4142
 DH4142  STATE/COUNTY-  NV/ELKO
 DH4142  USGS QUAD   -  ELKO EAST (1975)
 DH4142
 DH4142                         *CURRENT SURVEY CONTROL
 DH4142  ___________________________________________________________________
 DH4142* NAD 83(CORS)-  40 51 35.74207(N)    115 44 32.12211(W)     ADJUSTED  
 DH4142* NAVD 88     -                                                        
 DH4142  ___________________________________________________________________
 DH4142  EPOCH DATE  -        2002.00
 DH4142  X           -  -2,098,642.064 (meters)                     COMP
 DH4142  Y           -  -4,352,438.540 (meters)                     COMP
 DH4142  Z           -   4,151,706.408 (meters)                     COMP
 DH4142  ELLIP HEIGHT-        1582.69  (meters)          (06/??/05) GPS OBS
 DH4142  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 DH4142
 DH4142  HORZ ORDER  -  SPECIAL (CORS)
 DH4142  ELLP ORDER  -  SPECIAL (CORS)
 DH4142
 DH4142.ITRF positions are available for this station.
 DH4142.The coordinates were established by GPS observations
 DH4142.and adjusted by the National Geodetic Survey in June 2005..
 DH4142.The coordinates are valid at the epoch date displayed above.
 DH4142.The epoch date for horizontal control is a decimal equivalence
 DH4142.of Year/Month/Day.
 DH4142
 DH4142
 DH4142.The PID for the CORS L1 Phase Center is DH4143.
 DH4142
 DH4142.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4142
 DH4142.The ellipsoidal height was determined by GPS observations
 DH4142.and is referenced to NAD 83.
 DH4142
 DH4142.The geoid height was determined by GEOID03.
 DH4142
 DH4142;                    North         East     Units Scale Factor Converg.
 DH4142;SPC NV E     - 8,678,103.987   186,602.071   MT  0.99990221   -0 06 14.3
 DH4142;SPC NV E     -28,471,412.83    612,210.29   sFT  0.99990221   -0 06 14.3
 DH4142
 DH4142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4142!SPC NV E     -   0.99975180  x   0.99990221  =   0.99965403
 DH4142
 DH4142                          SUPERSEDED SURVEY CONTROL
 DH4142
 DH4142.No superseded survey control is available for this station.
 DH4142
 DH4142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0600323969(NAD 83)
 DH4142_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH4142
 DH4142                          STATION DESCRIPTION
 DH4142
 DH4142'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH4142'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4142'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4142'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4142'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4142'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4143 ***********************************************************************
 DH4143  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4143  DESIGNATION -  ELKO CORS L1 PHASE CENTER
 DH4143  CORS_ID     -  LKN1
 DH4143  PID         -  DH4143
 DH4143  STATE/COUNTY-  NV/ELKO
 DH4143  USGS QUAD   -  ELKO EAST (1975)
 DH4143
 DH4143                         *CURRENT SURVEY CONTROL
 DH4143  ___________________________________________________________________
 DH4143* NAD 83(CORS)-  40 51 35.74208(N)    115 44 32.12209(W)     ADJUSTED  
 DH4143* NAVD 88     -                                                        
 DH4143  ___________________________________________________________________
 DH4143  EPOCH DATE  -        2002.00
 DH4143  X           -  -2,098,642.086 (meters)                     COMP
 DH4143  Y           -  -4,352,438.588 (meters)                     COMP
 DH4143  Z           -   4,151,706.454 (meters)                     COMP
 DH4143  ELLIP HEIGHT-        1582.76  (meters)          (06/??/05) GPS OBS
 DH4143  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 DH4143
 DH4143  HORZ ORDER  -  SPECIAL (CORS)
 DH4143  ELLP ORDER  -  SPECIAL (CORS)
 DH4143
 DH4143.ITRF positions are available for this station.
 DH4143.The coordinates were established by GPS observations
 DH4143.and adjusted by the National Geodetic Survey in June 2005..
 DH4143.The coordinates are valid at the epoch date displayed above.
 DH4143.The epoch date for horizontal control is a decimal equivalence
 DH4143.of Year/Month/Day.
 DH4143
 DH4143
 DH4143.The PID for the CORS ARP is DH4142.
 DH4143
 DH4143.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4143
 DH4143.The ellipsoidal height was determined by GPS observations
 DH4143.and is referenced to NAD 83.
 DH4143
 DH4143.The geoid height was determined by GEOID03.
 DH4143
 DH4143;                    North         East     Units Scale Factor Converg.
 DH4143;SPC NV E     - 8,678,103.988   186,602.071   MT  0.99990221   -0 06 14.3
 DH4143;SPC NV E     -28,471,412.83    612,210.29   sFT  0.99990221   -0 06 14.3
 DH4143
 DH4143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4143!SPC NV E     -   0.99975179  x   0.99990221  =   0.99965402
 DH4143
 DH4143                          SUPERSEDED SURVEY CONTROL
 DH4143
 DH4143.No superseded survey control is available for this station.
 DH4143
 DH4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0600323969(NAD 83)
 DH4143_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH4143
 DH4143                          STATION DESCRIPTION
 DH4143
 DH4143'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH4143'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4143'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4143'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4143'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4143'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7255 ***********************************************************************
 AI7255  DESIGNATION -  ELKO GPS BASE STATION ARP
 AI7255  PID         -  AI7255
 AI7255  STATE/COUNTY-  NV/ELKO
 AI7255  USGS QUAD   -  KITTRIDGE SPRINGS (1982)
 AI7255
 AI7255                         *CURRENT SURVEY CONTROL
 AI7255  ___________________________________________________________________
 AI7255* NAD 83(1999)-  40 54 52.86797(N)    115 49 01.86156(W)     ADJUSTED  
 AI7255* NAVD 88     -                                                        
 AI7255  ___________________________________________________________________
 AI7255  X           -  -2,102,741.343 (meters)                     COMP
 AI7255  Y           -  -4,346,402.235 (meters)                     COMP
 AI7255  Z           -   4,156,589.539 (meters)                     COMP
 AI7255  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AI7255  ELLIP HEIGHT-        2017.62  (meters)          (09/01/00) GPS OBS
 AI7255  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 AI7255
 AI7255  HORZ ORDER  -  A
 AI7255  ELLP ORDER  -  THIRD     CLASS I
 AI7255
 AI7255.The horizontal coordinates were established by GPS observations
 AI7255.and adjusted by the National Geodetic Survey in September 2000..
 AI7255.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI7255.DATUM ITEM on the data sheet items page.
 AI7255
 AI7255
 AI7255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7255
 AI7255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7255
 AI7255.The ellipsoidal height was determined by GPS observations
 AI7255.and is referenced to NAD 83.
 AI7255
 AI7255.The geoid height was determined by GEOID03.
 AI7255
 AI7255;                    North         East     Units Scale Factor Converg.
 AI7255;SPC NV E     - 8,684,198.432   180,301.565   MT  0.99990477   -0 09 11.4
 AI7255;SPC NV E     -28,491,407.69    591,539.38   sFT  0.99990477   -0 09 11.4
 AI7255;UTM  11      - 4,529,959.830   599,605.835   MT  0.99972211   +0 46 29.0
 AI7255
 AI7255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7255!SPC NV E     -   0.99968361  x   0.99990477  =   0.99958841
 AI7255!UTM  11      -   0.99968361  x   0.99972211  =   0.99940581
 AI7255
 AI7255                          SUPERSEDED SURVEY CONTROL
 AI7255
 AI7255.No superseded survey control is available for this station.
 AI7255
 AI7255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF9960629960(NAD 83)
 AI7255_MARKER: Z = SEE DESCRIPTION
 AI7255_SETTING: 0 = UNSPECIFIED SETTING
 AI7255_MARK LOGO: NONE  
 AI7255_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI7255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI7255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7255+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1999
 AI7255
 AI7255  HISTORY     - Date     Condition        Report By
 AI7255  HISTORY     - 1997     MONUMENTED       NGS
 AI7255  HISTORY     - 19990813 GOOD             NGS
 AI7255
 AI7255                          STATION DESCRIPTION
 AI7255
 AI7255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI7255'STATION IS A BARGEN CORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0739 ***********************************************************************
 LQ0739  DESIGNATION -  ELKO MTN TV PIC INC MICROWAVE
 LQ0739  PID         -  LQ0739
 LQ0739  STATE/COUNTY-  NV/ELKO
 LQ0739  USGS QUAD   -  OSINO (1982)
 LQ0739
 LQ0739                         *CURRENT SURVEY CONTROL
 LQ0739  ___________________________________________________________________
 LQ0739* NAD 83(1994)-  40 53 40.64754(N)    115 37 47.46279(W)     ADJUSTED  
 LQ0739* NAVD 88     -      2289.     (meters)    7510.     (feet)  SCALED    
 LQ0739  ___________________________________________________________________
 LQ0739  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 LQ0739  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 LQ0739
 LQ0739  HORZ ORDER  -  THIRD
 LQ0739
 LQ0739.The horizontal coordinates were established by classical geodetic methods
 LQ0739.and adjusted by the National Geodetic Survey in June 1998..
 LQ0739
 LQ0739.The orthometric height was scaled from a topographic map.
 LQ0739
 LQ0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0739
 LQ0739.The geoid height was determined by GEOID03.
 LQ0739
 LQ0739;                    North         East     Units Scale Factor Converg.
 LQ0739;SPC NV E     - 8,681,945.528   196,080.412   MT  0.99990019   -0 01 49.6
 LQ0739;SPC NV E     -28,484,016.29    643,307.15   sFT  0.99990019   -0 01 49.6
 LQ0739;UTM  11      - 4,527,963.015   615,416.568   MT  0.99976396   +0 53 49.5
 LQ0739
 LQ0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0739!SPC NV E     -   0.99964393  x   0.99990019  =   0.99954416
 LQ0739!UTM  11      -   0.99964393  x   0.99976396  =   0.99940798
 LQ0739
 LQ0739                          SUPERSEDED SURVEY CONTROL
 LQ0739
 LQ0739  NAD 83(1986)-  40 53 40.64910(N)    115 37 47.45740(W) AD(       ) 4
 LQ0739  NAD 27      -  40 53 40.93257(N)    115 37 44.22012(W) AD(       ) 3
 LQ0739
 LQ0739.Superseded values are not recommended for survey control.
 LQ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0739.See file dsdata.txt to determine how the superseded data were derived.
 LQ0739
 LQ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF1541727963(NAD 83)
 LQ0739_MARKER: 44 = MICROWAVE MAST
 LQ0739
 LQ0739  HISTORY     - Date     Condition        Report By
 LQ0739  HISTORY     - 1957     FIRST OBSERVED   CGS
 LQ0739
 LQ0739                          STATION DESCRIPTION
 LQ0739
 LQ0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0739'ABOUT 8-1/2 MILES EAST-NORTHEAST OF ELKO AND 3-3/4 MILES SOUTH
 LQ0739'OF U.S. HIGHWAY 40, ON THE SUMMIT OF THE HIGHEST MOUNTAIN
 LQ0739'IN THE IMMEDIATE VICINITY.
 LQ0739'
 LQ0739'THE TELEVISION MICRO-WAVE RELAY (POWER POLE WITH DISK-SHAPED
 LQ0739'ANTENNA ABOUT 25 FEET ABOVE THE GROUND) IS ON THE NORTHWEST
 LQ0739'SIDE OF THE NORTHEAST ONE OF TWO C.A.A. BUILDINGS.  THE C.A.A.
 LQ0739'INSTALLATION IS KNOWN AS ELKO RADIO HI-SITE.
 LQ0739'
 LQ0739'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LQ0739'LGS (USGS) 1947, DISTANCE BEING 123.1 FEET (37.52 METERS)
 LQ0739'NORTHEAST OF STATION LGS (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0842 ***********************************************************************
 MT0842  DESIGNATION -  ELKO N BASE
 MT0842  PID         -  MT0842
 MT0842  STATE/COUNTY-  NV/ELKO
 MT0842  USGS QUAD   -  COAL MINE CANYON SE (1971)
 MT0842
 MT0842                         *CURRENT SURVEY CONTROL
 MT0842  ___________________________________________________________________
 MT0842* NAD 83(1994)-  41 00 08.55424(N)    115 32 42.10460(W)     ADJUSTED  
 MT0842* NAVD 88     -      1600.8    (meters)    5252.     (feet)  VERTCON   
 MT0842  ___________________________________________________________________
 MT0842  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 MT0842  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 MT0842
 MT0842  HORZ ORDER  -  FIRST
 MT0842
 MT0842.The horizontal coordinates were established by classical geodetic methods
 MT0842.and adjusted by the National Geodetic Survey in June 1998..
 MT0842
 MT0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0842
 MT0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0842
 MT0842.The geoid height was determined by GEOID03.
 MT0842
 MT0842;                    North         East     Units Scale Factor Converg.
 MT0842;SPC NV E     - 8,693,910.154   203,222.300   MT  0.99990013   +0 01 30.5
 MT0842;SPC NV E     -28,523,270.23    666,738.50   sFT  0.99990013   +0 01 30.5
 MT0842;UTM  11      - 4,540,040.288   622,362.746   MT  0.99978428   +0 57 17.0
 MT0842
 MT0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0842!SPC NV E     -   0.99975182  x   0.99990013  =   0.99965197
 MT0842!UTM  11      -   0.99975182  x   0.99978428  =   0.99953615
 MT0842
 MT0842|---------------------------------------------------------------------|
 MT0842| PID    Reference Object                     Distance      Geod. Az  |
 MT0842|                                                           dddmmss.s |
 MT0842| DD4948 ELKO N BASE RM 2                     10.061 METERS 00046     |
 MT0842| DD4946 ELKO N BASE AZ MK                                  1850443.5 |
 MT0842| DD4947 ELKO N BASE RM 1                     15.191 METERS 23856     |
 MT0842|---------------------------------------------------------------------|
 MT0842
 MT0842                          SUPERSEDED SURVEY CONTROL
 MT0842
 MT0842  NAD 83(1986)-  41 00 08.55442(N)    115 32 42.09880(W) AD(       ) 1
 MT0842  NAD 27      -  41 00 08.84250(N)    115 32 38.86543(W) AD(       ) 1
 MT0842  NGVD 29 (07/19/86) 1599.6    (m)         5248.     (f) VERT ANG       
 MT0842
 MT0842.Superseded values are not recommended for survey control.
 MT0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0842.See file dsdata.txt to determine how the superseded data were derived.
 MT0842
 MT0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF2236340040(NAD 83)
 MT0842_MARKER: DS = TRIANGULATION STATION DISK
 MT0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0842
 MT0842  HISTORY     - Date     Condition        Report By
 MT0842  HISTORY     - 1940     MONUMENTED       CGS
 MT0842  HISTORY     - 1940     GOOD             CGS
 MT0842  HISTORY     - 1957     GOOD             CGS
 MT0842
 MT0842                          STATION DESCRIPTION
 MT0842
 MT0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0842'STATION IS LOCATED ABOUT 3 MILES N OF THE TOWER DANCE HALL.  17
 MT0842'MILES NE OF ELKO, UP THE W SIDE OF THE BASIN OF THE N FORK OF THE
 MT0842'HUMBOLDT RIVER.  AND ABOUT 50 FEET W OF A DIRT ROAD.
 MT0842'
 MT0842'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MT0842'BRONZE DISKS SET IN CONCRETE.
 MT0842'ALL MARKS ARE STAMPED ELKO N.B. 1935.
 MT0842'
 MT0842'AZIMUTH MARK IS LOCATED ABOUT 0.54 MILE S OF STATION.  159.65
 MT0842'FEET E OF DIRT ROAD.  19.9 FEET S OF A TELEPHONE POLE.  AND 1.8
 MT0842'FEET W OF N-S FENCE.
 MT0842'
 MT0842'STATION IS REACHED FROM ELKO COUNTY COURTHOUSE BY GOING E ON
 MT0842'U.S. HIGHWAY 40 FOR 15.1 MILES.  TURN LEFT OFF HIGHWAY AT TOWER
 MT0842'DANCE HALL AND GO 3.9 MILES TO STATION.
 MT0842'
 MT0842'NOTE--STATION MARKED BY H.E.B., 1935.
 MT0842
 MT0842                          STATION RECOVERY (1957)
 MT0842
 MT0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0842'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 MT0842'RECOVERED IN GOOD CONDITION.  THE 1940 RECOVERY NOTE IS FAIRLY
 MT0842'ADEQUATE FOR RECOVERY WITH THE EXCEPTION THAT THE TOWER DANCE
 MT0842'HALL IS NOW GONE.  DISTANCES AND DIRECTIONS TO ALL MARKS WERE
 MT0842'CLOSELY CHECKED.  A NEW DESCRIPTION FOLLOWS--
 MT0842'
 MT0842'THE STATION IS LOCATED ABOUT 16 MILES NORTHEAST OF ELKO.  IT IS
 MT0842'IN A LOW FLAT AREA WHICH IS PART OF THE WEST SIDE OF THE VALLEY
 MT0842'OF THE NORTH FORK OF THE HUMBOLDT RIVER, AND IT IS ABOUT 4 MILES
 MT0842'NORTH OF THE POINT WHERE U.S. HIGHWAY 40 CROSSES THE RIVER.
 MT0842'
 MT0842'TO REACH FROM THE COURTHOUSE IN ELKO, GO NORTHEAST ON U.S. HIGHWAY
 MT0842'40 FOR 14.7 MILES TO A DIRT ROAD ON THE LEFT WHICH IS 0.05 MILE
 MT0842'WEST OF A TAVERN.  TURN LEFT (NORTH) AND FOLLOW DIRT ROAD FOR 3.9
 MT0842'MILES TO STATION ON LEFT.
 MT0842'
 MT0842'THE STATION MARK, STAMPED ELKO N B 1935, IS A STANDARD BRONZE
 MT0842'DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 MT0842'THE SURFACE OF THE GROUND.  IT IS 48 FEET WEST OF THE CENTERLINE OF
 MT0842'THE DIRT ROAD.
 MT0842'
 MT0842'REFERENCE MARK NO. 1, STAMPED ELKO N B R.M. 1 1935, IS A STANDARD
 MT0842'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 MT0842'4 INCHES.  IT IS 83 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD
 MT0842'AND IS ABOUT 1 FOOT HIGHER THAN THE STATION MARK.
 MT0842'
 MT0842'REFERENCE MARK NO. 2, STAMPED ELKO N B R.M. 2 1935, IS A STANDARD
 MT0842'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 MT0842'WITH THE SURFACE OF THE GROUND.  IT IS 54 FEET WEST OF THE
 MT0842'CENTERLINE OF THE DIRT ROAD AND IS ABOUT LEVEL WITH THE STATION
 MT0842'MARK.
 MT0842'
 MT0842'THE AZIMUTH MARK, STAMPED ELKO N B AZI 1935, IS A STANDARD BRONZE
 MT0842'DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 MT0842'INCHES.  IT IS 0.5 MILE SOUTH OF THE STATION VIA THE DIRT ROAD,
 MT0842'159 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 20 FEET
 MT0842'SOUTHEAST OF A TELEPHONE POLE, AND 2 FEET WEST OF A FENCE.
 MT0842'
 MT0842'NOTE--A 12 FOOT SIGNAL IS REQUIRED TO SEE STATION HARE TO THE
 MT0842'WEST.  ALL OTHER LINES WILL CLEAR FROM GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0758 ***********************************************************************
 LQ0758  DESIGNATION -  ELKO RADIO RANGE CENTER TOWER
 LQ0758  PID         -  LQ0758
 LQ0758  STATE/COUNTY-  NV/ELKO
 LQ0758  USGS QUAD   -  ELKO WEST (1975)
 LQ0758
 LQ0758                         *CURRENT SURVEY CONTROL
 LQ0758  ___________________________________________________________________
 LQ0758* NAD 83(1994)-  40 50 20.19481(N)    115 46 30.28123(W)     ADJUSTED  
 LQ0758* NAVD 88     -                                                        
 LQ0758  ___________________________________________________________________
 LQ0758  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 LQ0758  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 LQ0758
 LQ0758  HORZ ORDER  -  THIRD
 LQ0758
 LQ0758.The horizontal coordinates were established by classical geodetic methods
 LQ0758.and adjusted by the National Geodetic Survey in June 1998..
 LQ0758
 LQ0758
 LQ0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0758
 LQ0758.The geoid height was determined by GEOID03.
 LQ0758
 LQ0758;                    North         East     Units Scale Factor Converg.
 LQ0758;SPC NV E     - 8,675,779.314   183,829.924   MT  0.99990322   -0 07 31.4
 LQ0758;SPC NV E     -28,463,785.97    603,115.34   sFT  0.99990322   -0 07 31.4
 LQ0758;UTM  11      - 4,521,600.392   603,269.318   MT  0.99973126   +0 48 03.9
 LQ0758
 LQ0758                          SUPERSEDED SURVEY CONTROL
 LQ0758
 LQ0758  NAD 83(1986)-  40 50 20.19641(N)    115 46 30.27567(W) AD(       ) 4
 LQ0758  NAD 27      -  40 50 20.47700(N)    115 46 27.03200(W) AD(       ) 3
 LQ0758
 LQ0758.Superseded values are not recommended for survey control.
 LQ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0758.See file dsdata.txt to determine how the superseded data were derived.
 LQ0758
 LQ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0326921600(NAD 83)
 LQ0758_MARKER: 27 = RADIO RANGE MAST
 LQ0758
 LQ0758  HISTORY     - Date     Condition        Report By
 LQ0758  HISTORY     - 1947     FIRST OBSERVED   CGS
 LQ0758
 LQ0758                          STATION DESCRIPTION
 LQ0758
 LQ0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0758'THE STATION IS ABOUT 1/2 MILE NORTH OF THE NORTHERN OUTSKIRTS
 LQ0758'OF THE CITY OF ELKO, IN GRASSY PASTURE LAND.
 LQ0758'
 LQ0758'IT IS THE CENTER ONE OF A GROUP OF 5 TOWERS AND IS A 4- LEGGED
 LQ0758'STEEL STRUCTURE WHICH IS APPROXIMATELY 100 FEET HIGH, IS 6
 LQ0758'FEET SQUARE AT THE BASE, AND TAPERS TO 1 SQUARE FOOT AT THE
 LQ0758'TOP.  IS PAINTED ALTERNATELY RED AND WHITE.  THE TOWER CAN
 LQ0758'READILY BE DISTINGUISHED FROM THE OTHERS IN AS MUCH AS THEY
 LQ0758'ARE SPOTTED EQUIDISTANCE AROUND IT AND HAVE RED WARNING LIGHTS
 LQ0758'ON TOP.  THE STATION TOWER HAS NO LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0762 ***********************************************************************
 LQ0762  DESIGNATION -  ELKO RADIO RANGE NE TOWER
 LQ0762  PID         -  LQ0762
 LQ0762  STATE/COUNTY-  NV/ELKO
 LQ0762  USGS QUAD   -  ELKO WEST (1975)
 LQ0762
 LQ0762                         *CURRENT SURVEY CONTROL
 LQ0762  ___________________________________________________________________
 LQ0762* NAD 83(1994)-  40 50 21.93441(N)    115 46 27.97262(W)     ADJUSTED  
 LQ0762* NAVD 88     -                                                        
 LQ0762  ___________________________________________________________________
 LQ0762  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 LQ0762  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 LQ0762
 LQ0762  HORZ ORDER  -  THIRD
 LQ0762
 LQ0762.The horizontal coordinates were established by classical geodetic methods
 LQ0762.and adjusted by the National Geodetic Survey in June 1998..
 LQ0762
 LQ0762
 LQ0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0762
 LQ0762.The geoid height was determined by GEOID03.
 LQ0762
 LQ0762;                    North         East     Units Scale Factor Converg.
 LQ0762;SPC NV E     - 8,675,832.853   183,884.121   MT  0.99990320   -0 07 29.9
 LQ0762;SPC NV E     -28,463,961.62    603,293.15   sFT  0.99990320   -0 07 29.9
 LQ0762;UTM  11      - 4,521,654.790   603,322.633   MT  0.99973140   +0 48 05.5
 LQ0762
 LQ0762                          SUPERSEDED SURVEY CONTROL
 LQ0762
 LQ0762  NAD 83(1986)-  40 50 21.93577(N)    115 46 27.96724(W) AD(       ) 4
 LQ0762  NAD 27      -  40 50 22.23300(N)    115 46 24.72100(W) AD(       ) 3
 LQ0762
 LQ0762.Superseded values are not recommended for survey control.
 LQ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0762.See file dsdata.txt to determine how the superseded data were derived.
 LQ0762
 LQ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0332321655(NAD 83)
 LQ0762_MARKER: 27 = RADIO RANGE MAST
 LQ0762
 LQ0762  HISTORY     - Date     Condition        Report By
 LQ0762  HISTORY     - 1940     FIRST OBSERVED   CGS
 LQ0762  HISTORY     - 1943     GOOD             CGS
 LQ0762  HISTORY     - 1956     GOOD             CGS
 LQ0762  HISTORY     - 1964     GOOD             CGS
 LQ0762
 LQ0762                          STATION DESCRIPTION
 LQ0762
 LQ0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LQ0762'STATION IS 0.8 MILE NW OF ELKO, ABOUT 100 FEET S OF THE EXTENSION
 LQ0762'OF 5TH AVENUE.  IT IS THE NORTHEASTERN MEMBER OF A GROUP OF
 LQ0762'FIVE RADIO TOWERS, 4 OF WHICH ARE AT THE CORNERS OF A SQUARE
 LQ0762'AND THE 5TH AT THE INTERSECTION OF THE DIAGONALS.  ALL 5
 LQ0762'OF THE TOWERS HAVE BEEN LOCATED, BUT THE NORTHEASTERNMOST
 LQ0762'ONE WAS SELECTED FOR A GEOGRAPHIC POSITION BECAUSE OF ITS
 LQ0762'PROXIMITY TO THE RADIO STATION BUILDING, WHICH LIES ABOUT 75
 LQ0762'FEET SOUTHWARD FROM THIS TOWER.  THE 4 CORNER TOWERS ARE OF
 LQ0762'THE SAME HEIGHT (ABOUT 180 FEET), BUT THE CENTER ONE IS
 LQ0762'SLIGHTLY HIGHER.  ALL THE TOWERS, EXCEPT THE CENTER ONE,
 LQ0762'ARE ELECTRICALLY LIGHTED AT NIGHT.  THEY ARE PAINTED WITH
 LQ0762'RED-AND-WHITE STRIPES, SIMILAR TO THE BEACONS.
 LQ0762
 LQ0762                          STATION RECOVERY (1943)
 LQ0762
 LQ0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HJB)
 LQ0762'RECOVERED, IN GOOD CONDITION, AS DESCRIBED IN ORIGINAL DESCRIPTION.
 LQ0762'THE DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT THE RADIO
 LQ0762'STATION BUILDING LIES NORTHWARD FROM THIS TOWER, NOT SOUTHWARD.
 LQ0762
 LQ0762                          STATION RECOVERY (1956)
 LQ0762
 LQ0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 LQ0762'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LQ0762
 LQ0762                          STATION RECOVERY (1964)
 LQ0762
 LQ0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ALM)
 LQ0762'RECOVERED, IN GOOD CONDITION, AS DESCRIBED IN ORIGINAL DESCRIPTION.
 LQ0762'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTION--THE
 LQ0762'OTHER FOUR RADIO TOWERS DESCRIBED HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0761 ***********************************************************************
 LQ0761  DESIGNATION -  ELKO RADIO RANGE NW TOWER
 LQ0761  PID         -  LQ0761
 LQ0761  STATE/COUNTY-  NV/ELKO
 LQ0761  USGS QUAD   -  ELKO WEST (1975)
 LQ0761
 LQ0761                         *CURRENT SURVEY CONTROL
 LQ0761  ___________________________________________________________________
 LQ0761* NAD 83(1994)-  40 50 21.93946(N)    115 46 32.57194(W)     ADJUSTED  
 LQ0761* NAVD 88     -                                                        
 LQ0761  ___________________________________________________________________
 LQ0761  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 LQ0761  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 LQ0761
 LQ0761  HORZ ORDER  -  THIRD
 LQ0761
 LQ0761.The horizontal coordinates were established by classical geodetic methods
 LQ0761.and adjusted by the National Geodetic Survey in June 1998..
 LQ0761
 LQ0761
 LQ0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0761
 LQ0761.The geoid height was determined by GEOID03.
 LQ0761
 LQ0761;                    North         East     Units Scale Factor Converg.
 LQ0761;SPC NV E     - 8,675,833.244   183,776.382   MT  0.99990324   -0 07 32.9
 LQ0761;SPC NV E     -28,463,962.90    602,939.68   sFT  0.99990324   -0 07 32.9
 LQ0761;UTM  11      - 4,521,653.440   603,214.919   MT  0.99973112   +0 48 02.5
 LQ0761
 LQ0761                          SUPERSEDED SURVEY CONTROL
 LQ0761
 LQ0761  NAD 83(1986)-  40 50 21.94069(N)    115 46 32.56649(W) AD(       ) 4
 LQ0761  NAD 27      -  40 50 22.24500(N)    115 46 29.32100(W) AD(       ) 3
 LQ0761
 LQ0761.Superseded values are not recommended for survey control.
 LQ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0761.See file dsdata.txt to determine how the superseded data were derived.
 LQ0761
 LQ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0321521653(NAD 83)
 LQ0761_MARKER: 27 = RADIO RANGE MAST
 LQ0761
 LQ0761  HISTORY     - Date     Condition        Report By
 LQ0761  HISTORY     - 1940     FIRST OBSERVED   CGS
 LQ0761
 LQ0761                          STATION DESCRIPTION
 LQ0761
 LQ0761'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0764 ***********************************************************************
 LQ0764  DESIGNATION -  ELKO RADIO RANGE SE TOWER
 LQ0764  PID         -  LQ0764
 LQ0764  STATE/COUNTY-  NV/ELKO
 LQ0764  USGS QUAD   -  ELKO WEST (1975)
 LQ0764
 LQ0764                         *CURRENT SURVEY CONTROL
 LQ0764  ___________________________________________________________________
 LQ0764* NAD 83(1994)-  40 50 18.45952(N)    115 46 27.99231(W)     ADJUSTED  
 LQ0764* NAVD 88     -                                                        
 LQ0764  ___________________________________________________________________
 LQ0764  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 LQ0764  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 LQ0764
 LQ0764  HORZ ORDER  -  THIRD
 LQ0764
 LQ0764.The horizontal coordinates were established by classical geodetic methods
 LQ0764.and adjusted by the National Geodetic Survey in June 1998..
 LQ0764
 LQ0764
 LQ0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0764
 LQ0764.The geoid height was determined by GEOID03.
 LQ0764
 LQ0764;                    North         East     Units Scale Factor Converg.
 LQ0764;SPC NV E     - 8,675,725.673   183,883.426   MT  0.99990320   -0 07 29.9
 LQ0764;SPC NV E     -28,463,609.98    603,290.87   sFT  0.99990320   -0 07 29.9
 LQ0764;UTM  11      - 4,521,547.632   603,323.671   MT  0.99973140   +0 48 05.4
 LQ0764
 LQ0764                          SUPERSEDED SURVEY CONTROL
 LQ0764
 LQ0764  NAD 83(1986)-  40 50 18.46090(N)    115 46 27.98694(W) AD(       ) 4
 LQ0764  NAD 27      -  40 50 18.73900(N)    115 46 24.73700(W) AD(       ) 3
 LQ0764
 LQ0764.Superseded values are not recommended for survey control.
 LQ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0764.See file dsdata.txt to determine how the superseded data were derived.
 LQ0764
 LQ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0332421548(NAD 83)
 LQ0764_MARKER: 27 = RADIO RANGE MAST
 LQ0764
 LQ0764  HISTORY     - Date     Condition        Report By
 LQ0764  HISTORY     - 1940     FIRST OBSERVED   CGS
 LQ0764
 LQ0764                          STATION DESCRIPTION
 LQ0764
 LQ0764'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0760 ***********************************************************************
 LQ0760  DESIGNATION -  ELKO RADIO RANGE SW TOWER
 LQ0760  PID         -  LQ0760
 LQ0760  STATE/COUNTY-  NV/ELKO
 LQ0760  USGS QUAD   -  ELKO WEST (1975)
 LQ0760
 LQ0760                         *CURRENT SURVEY CONTROL
 LQ0760  ___________________________________________________________________
 LQ0760* NAD 83(1994)-  40 50 18.44845(N)    115 46 32.58323(W)     ADJUSTED  
 LQ0760* NAVD 88     -                                                        
 LQ0760  ___________________________________________________________________
 LQ0760  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 LQ0760  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 LQ0760
 LQ0760  HORZ ORDER  -  THIRD
 LQ0760
 LQ0760.The horizontal coordinates were established by classical geodetic methods
 LQ0760.and adjusted by the National Geodetic Survey in June 1998..
 LQ0760
 LQ0760
 LQ0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0760
 LQ0760.The geoid height was determined by GEOID03.
 LQ0760
 LQ0760;                    North         East     Units Scale Factor Converg.
 LQ0760;SPC NV E     - 8,675,725.567   183,775.881   MT  0.99990324   -0 07 32.9
 LQ0760;SPC NV E     -28,463,609.63    602,938.04   sFT  0.99990324   -0 07 32.9
 LQ0760;UTM  11      - 4,521,545.787   603,216.159   MT  0.99973113   +0 48 02.4
 LQ0760
 LQ0760                          SUPERSEDED SURVEY CONTROL
 LQ0760
 LQ0760  NAD 83(1986)-  40 50 18.44972(N)    115 46 32.57779(W) AD(       ) 4
 LQ0760  NAD 27      -  40 50 18.75100(N)    115 46 29.33600(W) AD(       ) 3
 LQ0760
 LQ0760.Superseded values are not recommended for survey control.
 LQ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0760.See file dsdata.txt to determine how the superseded data were derived.
 LQ0760
 LQ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0321621546(NAD 83)
 LQ0760_MARKER: 27 = RADIO RANGE MAST
 LQ0760
 LQ0760  HISTORY     - Date     Condition        Report By
 LQ0760  HISTORY     - 1940     FIRST OBSERVED   CGS
 LQ0760
 LQ0760                          STATION DESCRIPTION
 LQ0760
 LQ0760'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0734 ***********************************************************************
 LQ0734  DESIGNATION -  ELKO RADIO STATION KELK TOWER
 LQ0734  PID         -  LQ0734
 LQ0734  STATE/COUNTY-  NV/ELKO
 LQ0734  USGS QUAD   -  ELKO EAST (1975)
 LQ0734
 LQ0734                         *CURRENT SURVEY CONTROL
 LQ0734  ___________________________________________________________________
 LQ0734* NAD 83(1994)-  40 50 36.51900(N)    115 45 00.84599(W)     ADJUSTED  
 LQ0734* NAVD 88     -                                                        
 LQ0734  ___________________________________________________________________
 LQ0734  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 LQ0734  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 LQ0734
 LQ0734  HORZ ORDER  -  THIRD
 LQ0734
 LQ0734.The horizontal coordinates were established by classical geodetic methods
 LQ0734.and adjusted by the National Geodetic Survey in June 1998..
 LQ0734
 LQ0734
 LQ0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0734
 LQ0734.The geoid height was determined by GEOID03.
 LQ0734
 LQ0734;                    North         East     Units Scale Factor Converg.
 LQ0734;SPC NV E     - 8,676,278.536   185,925.936   MT  0.99990244   -0 06 33.0
 LQ0734;SPC NV E     -28,465,423.83    609,992.01   sFT  0.99990244   -0 06 33.0
 LQ0734;UTM  11      - 4,522,133.351   605,356.630   MT  0.99973662   +0 49 02.7
 LQ0734
 LQ0734                          SUPERSEDED SURVEY CONTROL
 LQ0734
 LQ0734  NAD 83(1986)-  40 50 36.52065(N)    115 45 00.84027(W) AD(       ) 4
 LQ0734  NAD 27      -  40 50 36.80000(N)    115 44 57.60000(W) AD(       ) 3
 LQ0734
 LQ0734.Superseded values are not recommended for survey control.
 LQ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0734.See file dsdata.txt to determine how the superseded data were derived.
 LQ0734
 LQ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0535722133(NAD 83)
 LQ0734_MARKER: 43 = RADIO/TV TOWER
 LQ0734
 LQ0734  HISTORY     - Date     Condition        Report By
 LQ0734  HISTORY     - 1957     FIRST OBSERVED   CGS
 LQ0734  HISTORY     - 1964     GOOD             CGS
 LQ0734  HISTORY     - 1983     GOOD             NGS
 LQ0734
 LQ0734                          STATION DESCRIPTION
 LQ0734
 LQ0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0734'LOCATED ON THE NORTHEAST SIDE OF ELKO, ABOUT 300 FEET SOUTHEAST
 LQ0734'OF U.S. HIGHWAY 40, AND ABOUT 60 FEET BEHIND THE RADIO STATION.
 LQ0734'IT IS A RECTANGULAR STEEL STURCTURE SET ON TOP OF A 2.0 FOOT
 LQ0734'CONCRETE POST, PAINTED RED AND WHITE AND 206 FEET IN HEIGHT.
 LQ0734'OBJECT OBSERVED WAS THE TOP AND CENTER OF A RED LIGHT ON TOP
 LQ0734'OF THE TOWER.
 LQ0734'
 LQ0734'TO REACH FROM 5TH AND IDAHO STREETS IN DOWNTOWN ELKO, GO
 LQ0734'NORTHEAST ON IDAHO STREET (U.S. HIGHWAY 40) FOR 0.95 MILE
 LQ0734'TO STATION ON RIGHT.
 LQ0734
 LQ0734                          STATION RECOVERY (1964)
 LQ0734
 LQ0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ALM)
 LQ0734'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS
 LQ0734'DESCRIPTION IS ADEQUATE.
 LQ0734
 LQ0734                          STATION RECOVERY (1983)
 LQ0734
 LQ0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DMM)
 LQ0734'STATION RECOVERED AS DESCRIBED.
 LQ0734'
 LQ0734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ELKO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0731 ***********************************************************************
 LQ0731  DESIGNATION -  ELKO S BASE
 LQ0731  PID         -  LQ0731
 LQ0731  STATE/COUNTY-  NV/ELKO
 LQ0731  USGS QUAD   -  RYNDON (1982)
 LQ0731
 LQ0731                         *CURRENT SURVEY CONTROL
 LQ0731  ___________________________________________________________________
 LQ0731* NAD 83(1994)-  40 56 28.08636(N)    115 31 39.68241(W)     ADJUSTED  
 LQ0731* NAVD 88     -      1624.8    (meters)    5331.     (feet)  VERTCON   
 LQ0731  ___________________________________________________________________
 LQ0731  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 LQ0731  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 LQ0731
 LQ0731  HORZ ORDER  -  FIRST
 LQ0731
 LQ0731.The horizontal coordinates were established by classical geodetic methods
 LQ0731.and adjusted by the National Geodetic Survey in June 1998..
 LQ0731
 LQ0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0731
 LQ0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0731
 LQ0731.The geoid height was determined by GEOID03.
 LQ0731
 LQ0731;                    North         East     Units Scale Factor Converg.
 LQ0731;SPC NV E     - 8,687,110.591   204,685.293   MT  0.99990027   +0 02 11.3
 LQ0731;SPC NV E     -28,500,962.00    671,538.33   sFT  0.99990027   +0 02 11.3
 LQ0731;UTM  11      - 4,533,266.108   623,935.614   MT  0.99978905   +0 57 53.7
 LQ0731
 LQ0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0731!SPC NV E     -   0.99974808  x   0.99990027  =   0.99964837
 LQ0731!UTM  11      -   0.99974808  x   0.99978905  =   0.99953718
 LQ0731
 LQ0731:                Primary Azimuth Mark                     Grid Az
 LQ0731:SPC NV E     -  ELKO S BASE AZ MK                        003 48 52.5
 LQ0731:UTM  11      -  ELKO S BASE AZ MK                        002 53 10.1
 LQ0731
 LQ0731|---------------------------------------------------------------------|
 LQ0731| PID    Reference Object                     Distance      Geod. Az  |
 LQ0731|                                                           dddmmss.s |
 LQ0731| LQ0531 ELKO S BASE AZ MK                                  0035103.8 |
 LQ0731| DD4949 ELKO S BASE RM 1                     14.756 METERS 03732     |
 LQ0731| DD4950 ELKO S BASE RM 2                     15.088 METERS 17041     |
 LQ0731|---------------------------------------------------------------------|
 LQ0731
 LQ0731                          SUPERSEDED SURVEY CONTROL
 LQ0731
 LQ0731  NAD 83(1986)-  40 56 28.08671(N)    115 31 39.67711(W) AD(       ) 1
 LQ0731  NAD 27      -  40 56 28.37180(N)    115 31 36.44908(W) AD(       ) 1
 LQ0731  NGVD 29 (07/19/86) 1623.6    (m)         5327.     (f) VERT ANG       
 LQ0731
 LQ0731.Superseded values are not recommended for survey control.
 LQ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0731.See file dsdata.txt to determine how the superseded data were derived.
 LQ0731
 LQ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF2393633266(NAD 83)
 LQ0731_MARKER: DS = TRIANGULATION STATION DISK
 LQ0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0731
 LQ0731  HISTORY     - Date     Condition        Report By
 LQ0731  HISTORY     - 1935     MONUMENTED       CGS
 LQ0731  HISTORY     - 1940     GOOD             CGS
 LQ0731  HISTORY     - 1944     GOOD             NVDH
 LQ0731  HISTORY     - 1957     GOOD             CGS
 LQ0731  HISTORY     - 1962     GOOD             NVDH
 LQ0731
 LQ0731                          STATION DESCRIPTION
 LQ0731
 LQ0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LQ0731'STATION IS ON A RIDGE JUST E OF THE N FORK OF THE HUMBOLDT
 LQ0731'RIVER, AND ABOUT 1/4 MILE SW OF AUXILIARY AIR BEACON NO. 434,
 LQ0731'WHICH IS ON A RIDGE ABOUT 1/4 MILE S OF U.S. HIGHWAY 40, AND
 LQ0731'ABOUT 1 MILE E OF THE TOWER DANCE HALL.  STATION LIES ABOUT
 LQ0731'14 MILES, AIR LINE, ENE OF ELKO.
 LQ0731'
 LQ0731'STATION MARK IS A STANDARD BRONZE DISK SET IN A SQUARE BLOCK
 LQ0731'OR POST OF CONCRETE.
 LQ0731'
 LQ0731'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A
 LQ0731'SQUARE CONCRETE POST, PROJECTING ABOUT 4 INCHES ABOVE THE
 LQ0731'SURFACE AND IS LOCATED ABOUT 48 FEET NNE AT ABOUT THE SAME
 LQ0731'ELEVATION AS THE STATION.
 LQ0731'
 LQ0731'REFERENCE MARK NO. 2 IS THE SAME AS NO. 1 AND IS LOCATED
 LQ0731'ABOUT 49 FEET S AT ABOUT THE SAME ELEVATION AS THE STATION.
 LQ0731'
 LQ0731'STATION AND REFERENCE MARKS ARE STAMPED ELKO S.B. 1935.
 LQ0731'
 LQ0731'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A SQUARE BLOCK
 LQ0731'OF CONCRETE PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE AND
 LQ0731'IS LOCATED 1.2 MILES E OF THE TOWER DANCE HALL, ON THE N SIDE
 LQ0731'OF THE HIGHWAY.  IT IS STAMPED ELKO S.B. AZI. 1935.  TO REACH
 LQ0731'FROM THE STATION, GO 0.4 MILE E TO DIRT ROAD AT THE AIR
 LQ0731'BEACON.  TURN N AND GO 0.3 MILE TO U.S. HIGHWAY 40.  THE MARK
 LQ0731'IS 0.38 MILE E OF CONCRETE BRIDGE OVER HUMBOLDT RIVER, 85
 LQ0731'FEET NW OF INTERSECTION OF DIRT ROAD TO S LEADING TO BEACON,
 LQ0731'WITH U.S. HIGHWAY 40, 81.8 FEET NW OF CONCRETE CULVERT ON
 LQ0731'S SIDE OF U.S. HIGHWAY 40, AND 57.2 FEET N OF THE CENTER
 LQ0731'LINE OF U.S. HIGHWAY 40.
 LQ0731'
 LQ0731'TO REACH STATION FROM THE POST OFFICE IN ELKO, GO N ONE
 LQ0731'BLOCK AND TURN RIGHT ON U.S. HIGHWAY 40.  GO EASTERLY ON THE
 LQ0731'HIGHWAY FOR 15.0 MILES AND CONTINUE AT THE TOWER DANCE HALL.
 LQ0731'GO 1.2 MILES AND TURN RIGHT OFF THE HIGHWAY ONTO A ROAD
 LQ0731'WHICH CAN BE SEEN LEADING TO THE BEACON.  GO 0.3 MILE AND
 LQ0731'TURN RIGHT OFF THE ROAD AT THE BEACON AND FOLLOW TRACKS
 LQ0731'THROUGH SAGE-BRUSH AND DOWN RIDGE FOR 0.4 MILE TO THE STATION.
 LQ0731'NOTE---STATION MARKED BY H.E.B., 1935.
 LQ0731
 LQ0731                          STATION RECOVERY (1944)
 LQ0731
 LQ0731'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1944
 LQ0731'LETTERS OF ROBERT F. GUINN, STATE OF NEVADA, DEPT. OF HIGHWAYS,
 LQ0731'CARSON CITY, NEVADA, DATED AUGUST 1, 1944 AND AUGUST 15, 1944--
 LQ0731'
 LQ0731'THE AZIMUTH MARK WAS MOVED DUE TO THE CONSTRUCTION OF A
 LQ0731'NEW HIGHWAY.
 LQ0731'
 LQ0731'THE NEW POSITION OF THE AZIMUTH MARK WAS PLACED ON LINE WITH
 LQ0731'THE ORIGINAL AZIMUTH AND THE TRIANGULATION STATION, 94.5
 LQ0731'FEET NORTH OF THE ORIGINAL POSITION.  A NEW MONUMENT WAS
 LQ0731'CONSTRUCTED AND THE BRONZE DISK EMBEDDED IN IT AS IT WOULD
 LQ0731'HAVE BEEN DIFFICULT TO HAVE STABILIZED THE OLD MONUMENT IN
 LQ0731'THE NEW LOCATION WITHOUT SOME CHANGE OF SETTLEMENT.
 LQ0731
 LQ0731                          STATION RECOVERY (1957)
 LQ0731
 LQ0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0731'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 LQ0731'WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LQ0731'IS ADEQUATE FOR RECOVERY EXCEPT THAT THE TOWER DANCE HALL
 LQ0731'MENTIONED IN THIS DESCRIPTION IS NOW GONE AND THE ROUTE OF
 LQ0731'THE HIGHWAY HAS BEEN SLIGHTLY CHANGED.  A NEW DESCRIPTION
 LQ0731'FOLLOWS--
 LQ0731'
 LQ0731'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF ELKO AND
 LQ0731'ABOUT 1/2 MILE SOUTH OF U.S. HIGHWAY 40.  IT IS ABOUT 1 MILE
 LQ0731'EAST OF THE NORTH FORK OF THE HUMBOLDT RIVER, NEAR THE WEST
 LQ0731'END OF A VERY LOW RIDGE.
 LQ0731'
 LQ0731'TO REACH FROM THE COURTHOUSE IN ELKO, GO NORTHEAST ON U.S.
 LQ0731'HIGHWAY 40 FOR 14.8 MILES TO A SMALL TAVERN ON THE RIGHT.
 LQ0731'CONTINUE NORTHEAST ON THE HIGHWAY FOR 1.25 MILES TO A WIRE
 LQ0731'GATE ON THE RIGHT.  (THE AZIMUTH MARK IS ABOUT 100 YARDS
 LQ0731'NORTHWEST OF THIS GATE, ON THE NORTH SIDE OF THE HIGHWAY).
 LQ0731'TURN RIGHT, THROUGH GATE, AND GO SOUTHERLY ON A TRACK ROAD
 LQ0731'FOR 0.3 MILE TO A FORK.  TURN RIGHT AND GO WESTERLY DOWN
 LQ0731'CREST OF RIDGE FOR 0.4 MILE TO STATION ON LEFT.
 LQ0731'
 LQ0731'THE STATION MARK, STAMPED ELKO S B 1935, IS A STANDARD BRONZE
 LQ0731'DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LQ0731'6 INCHES.
 LQ0731'
 LQ0731'REFERENCE MARK NO. 1, STAMPED ELKO S B R.M. 1 1935, IS A
 LQ0731'STANDARD BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE
 LQ0731'POST WHICH PROJECTS 6 INCHES.  IT IS ABOUT 1 FOOT HIGHER THAN
 LQ0731'THE STATION MARK.
 LQ0731'
 LQ0731'REFERENCE MARK NO. 2, STAMPED ELKO S B R.M. 2 1935, IS A
 LQ0731'STANDARD BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE
 LQ0731'POST WHICH PROJECTS 6 INCHES.  IT IS 6 FEET EAST OF A WHITE
 LQ0731'WITNESS POST AND IS ABOUT LEVEL WITH THE STATION MARK.
 LQ0731'
 LQ0731'THE AZIMUTH MARK, STAMPED ELKO S B AZI 1935, IS A STANDARD
 LQ0731'BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 LQ0731'INCHES.  IT IS 0.3 MILE EAST OF THE BRIDGE OVER THE NORTH FORK
 LQ0731'OF THE HUMBOLDT RIVER AND ABOUT 35 YARDS NORTH OF THE CENTERLINE
 LQ0731'OF THE HIGHWAY.
 LQ0731
 LQ0731                          STATION RECOVERY (1962)
 LQ0731
 LQ0731'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 LQ0731'LETTER OF NEVADA STATE HIGHWAY DEPT. DATED JUNE 8, 1962--
 LQ0731'
 LQ0731'THE AZIMUTH MARK HAS BEEN MOVED 290.25 FEET TOWARD STATION MARK
 LQ0731'AND IN LINE WITH THE OLD AZIMUTH MARK.
 LQ0731'
 LQ0731'IT IS 171 FEET S FROM A POINT THAT IS 182 FEET FROM THE END
 LQ0731'OF THE OIL ALONG THE CENTER OF THE GRAVEL ROAD TO ELBURZ,
 LQ0731'326.5 FEET SW FROM THE SOUTH END OF A PIPE THAT IS 550 FEET
 LQ0731'FROM THE END OF THE OIL ON THE GRAVEL ROAD, 2.5 FEET E OF
 LQ0731'THE WITNESS, AND SET IN A SQUARE CONCRETE POST PROJECTING
 LQ0731'0.1 FOOT ABOVE GROUND SURFACE.  THE MARK IS STAMPED ELKO
 LQ0731'S.B. RESET 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0532 ***********************************************************************
 LQ0532  DESIGNATION -  ELKO S BASE AZ MK RESET
 LQ0532  PID         -  LQ0532
 LQ0532  STATE/COUNTY-  NV/ELKO
 LQ0532  USGS QUAD   -  RYNDON (1982)
 LQ0532
 LQ0532                         *CURRENT SURVEY CONTROL
 LQ0532  ___________________________________________________________________
 LQ0532* NAD 83(1986)-  40 56 54.     (N)    115 31 38.     (W)     SCALED    
 LQ0532* NAVD 88     -      1596.521  (meters)    5237.92   (feet)  ADJUSTED  
 LQ0532  ___________________________________________________________________
 LQ0532  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 LQ0532  DYNAMIC HT  -        1595.199 (meters)    5233.58  (feet)  COMP
 LQ0532  MODELED GRAV-     979,740.2   (mgal)                       NAVD 88
 LQ0532
 LQ0532  VERT ORDER  -  FIRST     CLASS II
 LQ0532
 LQ0532.The horizontal coordinates were scaled from a topographic map and have
 LQ0532.an estimated accuracy of +/- 6 seconds.
 LQ0532
 LQ0532.The orthometric height was determined by differential leveling
 LQ0532.and adjusted by the National Geodetic Survey in June 1991..
 LQ0532
 LQ0532.The geoid height was determined by GEOID03.
 LQ0532
 LQ0532.The dynamic height is computed by dividing the NAVD 88
 LQ0532.geopotential number by the normal gravity value computed on the
 LQ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0532.degrees latitude (g = 980.6199 gals.).
 LQ0532
 LQ0532.The modeled gravity was interpolated from observed gravity values.
 LQ0532
 LQ0532;                    North         East    Units  Estimated Accuracy
 LQ0532;SPC NV E     - 8,687,910.      204,720.      MT  (+/- 180 meters Scaled)
 LQ0532
 LQ0532                          SUPERSEDED SURVEY CONTROL
 LQ0532
 LQ0532.No superseded survey control is available for this station.
 LQ0532
 LQ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF239340(NAD 83)
 LQ0532_MARKER: DS = TRIANGULATION STATION DISK
 LQ0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0532_STAMPING: ELKO S.B.RESET 1961
 LQ0532_MARK LOGO: CGS   
 LQ0532_PROJECTION: FLUSH
 LQ0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0532+STABILITY: SURFACE MOTION
 LQ0532
 LQ0532  HISTORY     - Date     Condition        Report By
 LQ0532  HISTORY     - 1961     MONUMENTED       NVDH
 LQ0532  HISTORY     - 1962     GOOD             NVDH
 LQ0532  HISTORY     - 1984     GOOD             NGS
 LQ0532
 LQ0532                          STATION DESCRIPTION
 LQ0532
 LQ0532'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1962
 LQ0532'16.1 MI NE FROM ELKO.
 LQ0532'14.5 MILES NORTHEAST ALONG U.S. HIGHWAY 40 THEN INTERSTATE 80 FROM THE
 LQ0532'COURT HOUSE AT ELKO, THEN TAKE THE ROAD TO ELBURZ AND GO 1.6 MILES ON
 LQ0532'THE OLD OIL HIGHWAY TO THE INTERSECTION OF THE OLD OIL ROAD AND THE
 LQ0532'GRAVEL ROAD TO ELBURZ.  THE AZIMUTH MARK IS 171 FEET SOUTH FROM A
 LQ0532'POINT THAT IS 182 FEET FROM THE END OF THE OIL ALONG THE CENTER OF THE
 LQ0532'GRAVEL ROAD TO ELBURZ, 326.5 FEET SOUTHWEST FROM THE SOUTH END OF A
 LQ0532'PIPE THAT IS 550 FEET FROM THE END OF THE OIL ON THE GRAVEL ROAD, 2.5
 LQ0532'FEET EAST OF THE WITNESS POST, AND SET IN A SQUARE CONCRETE POST
 LQ0532'PROJECTING 0.1 FOOT ABOVE GROUND SURFACE.
 LQ0532
 LQ0532                          STATION RECOVERY (1984)
 LQ0532
 LQ0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0532'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.15 KM
 LQ0532'(8.85 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE COURTHOUSE AT
 LQ0532'ELKO, THENCE 12.25 KM (7.6 MI) NORTHEAST ALONG INTERSTATE 80, 2.0 KM
 LQ0532'(1.25 MI) EAST OF THE DEVILS GATE INTERCHANGE, 91.3 METERS (299.5 FT)
 LQ0532'SOUTH ACROSS THE FRONTAGE ROAD FROM THE EAST BOUND HIGHWAY CENTERLINE,
 LQ0532'99.5 METERS (326.5 FT) WEST OF THE SOUTHWEST END OF A 24-INCH
 LQ0532'CORRUGATED METAL PIPE CULVERT, 57.9 METERS (190 FT) SOUTHWEST OF THE
 LQ0532'SOUTHWEST CORNER OF A CATTLE GUARD, 51.8 METERS (170 FT) SOUTH OF THE
 LQ0532'CENTER OF THE FRONTAGE ROAD, 36.1 METERS (118.5 FT) SOUTH-SOUTHWEST OF
 LQ0532'THE FIRST TELEPHONE POLE 584 WEST OF THE CATTLE GUARD AND 21.6 METERS
 LQ0532'(71 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 LQ0532'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 LQ0532'THE MARK IS 1.0 M BELOW THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7048 ***********************************************************************
 AH7048  DESIGNATION -  ELLA DEE
 AH7048  PID         -  AH7048
 AH7048  STATE/COUNTY-  NV/ELKO
 AH7048  USGS QUAD   -  BROWNS BENCH RANCH (1989)
 AH7048
 AH7048                         *CURRENT SURVEY CONTROL
 AH7048  ___________________________________________________________________
 AH7048* NAD 83(1994)-  41 54 34.44098(N)    114 47 09.96796(W)     ADJUSTED  
 AH7048* NAVD 88     -      2147.6    (meters)    7046.     (feet)  VERTCON   
 AH7048  ___________________________________________________________________
 AH7048  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AH7048  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 AH7048
 AH7048  HORZ ORDER  -  THIRD
 AH7048
 AH7048.The horizontal coordinates were established by classical geodetic methods
 AH7048.and adjusted by the National Geodetic Survey in January 1999..
 AH7048
 AH7048.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7048
 AH7048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7048
 AH7048.The geoid height was determined by GEOID03.
 AH7048
 AH7048;                    North         East     Units Scale Factor Converg.
 AH7048;SPC NV E     - 8,794,961.819   266,138.264   MT  0.99995381   +0 31 57.1
 AH7048;SPC NV E     -28,854,803.90    873,155.29   sFT  0.99995381   +0 31 57.1
 AH7048;UTM  11      - 4,642,105.766   683,614.126   MT  1.00001487   +1 28 45.1
 AH7048
 AH7048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7048!SPC NV E     -   0.99966569  x   0.99995381  =   0.99961952
 AH7048!UTM  11      -   0.99966569  x   1.00001487  =   0.99968056
 AH7048
 AH7048                          SUPERSEDED SURVEY CONTROL
 AH7048
 AH7048  NGVD 29 (01/22/99) 2146.4    (m)         7042.     (f) VERT ANG       
 AH7048
 AH7048.Superseded values are not recommended for survey control.
 AH7048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7048.See file dsdata.txt to determine how the superseded data were derived.
 AH7048
 AH7048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG8361442106(NAD 83)
 AH7048_MARKER: Z = SEE DESCRIPTION
 AH7048_SETTING: 0 = UNSPECIFIED SETTING
 AH7048_PROJECTION: FLUSH
 AH7048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7048
 AH7048  HISTORY     - Date     Condition        Report By
 AH7048  HISTORY     - 1957     MONUMENTED       USGS
 AH7048
 AH7048                          STATION DESCRIPTION
 AH7048
 AH7048'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AH7048'LOCATED ABOUT 18 MI. N. OF CONTACT, 3.5 MI. W. OF U.S. HIGHWAY 93 IN
 AH7048'THE NORTHERN END OF THE ELLA DEE MOUNTAINS, ON A FLAT TOP BUTTE.
 AH7048'STATION REACHED BY HELICOPTER.
 AH7048'STATION MARK--STANDARD TABLET ---STAMPED---ELLA DEE 1957 CEMENTED IN
 AH7048'SOLID ROCK OUTCROP.
 AH7048'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET ---STAMPED--- NO
 AH7048'1 1957 CEMENTED IN SOLID ROCK OUTCROP, 17.72 FT. FROM STATION MARK.
 AH7048'REFERENCE MARK NO. 2 STANDARD REFERENCE MARK TABLET --STAMPED---NO 1
 AH7048'1957 CEMENTED IN SOLID ROCK OUTCROP, 13.57 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0322 ***********************************************************************
 HP0322  DESIGNATION -  ELLA MOUNTAIN
 HP0322  PID         -  HP0322
 HP0322  STATE/COUNTY-  NV/LINCOLN
 HP0322  USGS QUAD   -  ELLA MOUNTAIN (1973)
 HP0322
 HP0322                         *CURRENT SURVEY CONTROL
 HP0322  ___________________________________________________________________
 HP0322* NAD 83(1994)-  37 27 32.27260(N)    114 28 02.66201(W)     ADJUSTED  
 HP0322* NAVD 88     -      2280.9    (meters)    7483.     (feet)  VERTCON   
 HP0322  ___________________________________________________________________
 HP0322  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 HP0322  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 HP0322
 HP0322  HORZ ORDER  -  FIRST
 HP0322
 HP0322.The horizontal coordinates were established by classical geodetic methods
 HP0322.and adjusted by the National Geodetic Survey in June 1998..
 HP0322
 HP0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0322
 HP0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0322
 HP0322.The geoid height was determined by GEOID03.
 HP0322
 HP0322;                    North         East     Units Scale Factor Converg.
 HP0322;SPC NV E     - 8,301,144.124   298,722.102   MT  1.00002001   +0 40 43.5
 HP0322;SPC NV E     -27,234,670.35    980,057.43   sFT  1.00002001   +0 40 43.5
 HP0322;UTM  11      - 4,148,800.813   723,997.765   MT  1.00021809   +1 32 27.4
 HP0322
 HP0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0322!SPC NV E     -   0.99964604  x   1.00002001  =   0.99966604
 HP0322!UTM  11      -   0.99964604  x   1.00021809  =   0.99986405
 HP0322
 HP0322:                Primary Azimuth Mark                     Grid Az
 HP0322:SPC NV E     -  ELLA MOUNTAIN AZ MK                      115 07 48.7
 HP0322:UTM  11      -  ELLA MOUNTAIN AZ MK                      114 16 04.8
 HP0322
 HP0322|---------------------------------------------------------------------|
 HP0322| PID    Reference Object                     Distance      Geod. Az  |
 HP0322|                                                           dddmmss.s |
 HP0322| DD4951 ELLA MOUNTAIN AZ MK                                1154832.2 |
 HP0322| DD4952 ELLA MOUNTAIN RM 1                    5.779 METERS 24016     |
 HP0322| DD4953 ELLA MOUNTAIN RM 2                    6.167 METERS 34723     |
 HP0322|---------------------------------------------------------------------|
 HP0322
 HP0322                          SUPERSEDED SURVEY CONTROL
 HP0322
 HP0322  NAD 83(1994)-  37 27 32.27275(N)    114 28 02.66162(W) AD(       ) 1
 HP0322  NAD 83(1986)-  37 27 32.26484(N)    114 28 02.66069(W) AD(       ) 1
 HP0322  NAD 27      -  37 27 32.39100(N)    114 27 59.69100(W) AD(       ) 1
 HP0322  NGVD 29 (07/19/86) 2279.7    (m)         7479.     (f) VERT ANG       
 HP0322
 HP0322.Superseded values are not recommended for survey control.
 HP0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0322.See file dsdata.txt to determine how the superseded data were derived.
 HP0322
 HP0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB2399848801(NAD 83)
 HP0322_MARKER: DS = TRIANGULATION STATION DISK
 HP0322_SETTING: 66 = SET IN ROCK OUTCROP
 HP0322
 HP0322  HISTORY     - Date     Condition        Report By
 HP0322  HISTORY     - 1944     MONUMENTED       CGS
 HP0322
 HP0322                          STATION DESCRIPTION
 HP0322
 HP0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0322'STATION IS 7-1/2 MILES (AIR LINE) NNE OF ELGIN, 12 MILES
 HP0322'(AIR LINE) S OF CALIENTE, NEAR THE SUMMIT OF ELLA MOUNTAIN, THE
 HP0322'HIGHEST POINT IN THE VICINITY.
 HP0322'
 HP0322'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK
 HP0322'ABOUT 12 FEET ABOVE THE GROUND AND IS STAMPED ELLA MTN 1944.
 HP0322'IT IS 18.960 FEET ENE OF THE HIGHEST POINT OF THE MOUNTAIN.
 HP0322'
 HP0322'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 HP0322'BEDROCK ABOUT 16 FEET ABOVE THE GROUND AND IS STAMPED ELLA
 HP0322'MTN NO 1 1944.  IT IS ABOUT 4 INCHES HIGHER IN ELEVATION THAN
 HP0322'THE STATION MARK AND IS ON THE HIGHEST POINT OF THE MOUNTAIN.
 HP0322'
 HP0322'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0322'PROJECTING ABOUT 20 INCHES ABOVE THE GROUND AND IS STAMPED
 HP0322'ELLA MTN NO 2 1944.  IT IS ABOUT 15.5 FEET LOWER IN ELEVATION
 HP0322'THAN THE STATION MARK.
 HP0322'
 HP0322'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER 24
 HP0322'BY 62 FEET (APPROX.) AND IS ABOUT 20 FEET ABOVE THE GROUND.
 HP0322'IT IS STAMPED ELLA MTN 1944.  THE MARK IS ABOUT 156 FEET W OF
 HP0322'TRACK ROAD TO THE STATION AND 218 FEET NW OF A WHITE WOODEN
 HP0322'WITNESS POST.  IT IS LOCATED 0.1 MILE BEFORE REACHING END OF
 HP0322'TRUCK TRAVEL.
 HP0322'
 HP0322'TO REACH STATION FROM ELGIN, GO E THROUGH CORRALS, PASSING OUT
 HP0322'THROUGH A PIPE GATE AND UP THE STEEP SWITCH-BACK ROAD, OVER
 HP0322'PASS AND DOWN INTO THE CANYON, THEN UP THE WASH NE ON A BLADED
 HP0322'ROAD FOR 7.0 MILES, THEN TAKE A DIM LEFT FORK UP SAGE VALLEY
 HP0322'AND CANYON 3.6 MILES TO THE END OF TRUCK TRAVEL WHICH IS AT
 HP0322'A SWITCH-BACK 0.2 MILE BELOW THE SUMMIT OF THE GRADE.  THEN
 HP0322'PACK N AND NW UP THE STEEP SLOPE ABOUT 3/4 MILE TO THE TOP AND
 HP0322'STATION.
 HP0322'
 HP0322'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8038 ***********************************************************************
 AH8038  DESIGNATION -  ELLIOTT
 AH8038  PID         -  AH8038
 AH8038  STATE/COUNTY-  NV/ELKO
 AH8038  USGS QUAD   -  ROBINSON MTN (1985)
 AH8038
 AH8038                         *CURRENT SURVEY CONTROL
 AH8038  ___________________________________________________________________
 AH8038* NAD 83(1994)-  40 24 35.10386(N)    115 59 17.94007(W)     ADJUSTED  
 AH8038* NAVD 88     -      2668.9    (meters)    8756.     (feet)  VERTCON   
 AH8038  ___________________________________________________________________
 AH8038  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 AH8038  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 AH8038
 AH8038  HORZ ORDER  -  THIRD
 AH8038
 AH8038.The horizontal coordinates were established by classical geodetic methods
 AH8038.and adjusted by the National Geodetic Survey in February 1999..
 AH8038
 AH8038.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8038
 AH8038.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8038
 AH8038.The geoid height was determined by GEOID03.
 AH8038
 AH8038;                    North         East     Units Scale Factor Converg.
 AH8038;SPC NV E     - 8,628,184.806   165,627.897   MT  0.99991454   -0 15 45.1
 AH8038;SPC NV E     -28,307,636.32    543,397.53   sFT  0.99991454   -0 15 45.1
 AH8038;UTM  11      - 4,473,728.492   585,839.320   MT  0.99969070   +0 39 21.1
 AH8038
 AH8038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8038!SPC NV E     -   0.99958452  x   0.99991454  =   0.99949910
 AH8038!UTM  11      -   0.99958452  x   0.99969070  =   0.99927535
 AH8038
 AH8038                          SUPERSEDED SURVEY CONTROL
 AH8038
 AH8038  NGVD 29 (02/26/99) 2667.6    (m)         8752.     (f) VERT ANG       
 AH8038
 AH8038.Superseded values are not recommended for survey control.
 AH8038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8038.See file dsdata.txt to determine how the superseded data were derived.
 AH8038
 AH8038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE8583973728(NAD 83)
 AH8038_MARKER: DS = TRIANGULATION STATION DISK
 AH8038_SETTING: 66 = SET IN ROCK OUTCROP
 AH8038_PROJECTION: FLUSH
 AH8038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8038+STABILITY: POSITION/ELEVATION WELL
 AH8038
 AH8038  HISTORY     - Date     Condition        Report By
 AH8038  HISTORY     - 1951     MONUMENTED       USGS
 AH8038
 AH8038                          STATION DESCRIPTION
 AH8038
 AH8038'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 AH8038'LOCATED ABOUT 17 MI W. OF JIGGS, 5 MI SSW. OF ELLIOTT RANCH. ON
 AH8038'HIGHEST POINT OF MOUNTAIN RANGE.
 AH8038'TO REACH FROM JCT. OF U.S. HWY. 40 AND STATE HWY. 51 IN CARLIN, FOLLOW
 AH8038'HWY. 51 THROUGH CARLIN 2 MI SW. TO BRIDGE OVER HUMBOLDT RIVER,
 AH8038'CONTINUE S. ON HWY, 51 20 MI TO DIRT RD. E. AND BLM SIGN TROUT CREEK 2
 AH8038'MI, DIXIE CR. 13 MI. TURN LEFT 0.7 MI E. TO RD. INTERSECTION. TAKE
 AH8038'LEFT FORK 2.6 MI ON MAIN-TRAVELED RD. INTERSECTION AT TROUT CREEK.
 AH8038'(BLM SIGN TROUT CREEK). TAKE LEFT FORK AWAY FROM TROUT CREEK E. ON
 AH8038'MAIN-TRAVELED RD. 6.6 MI TO SADDLE AND CATTLEGUARD. CONTINUE UPHILL ON
 AH8038'SAME RD. 1.0 MI TO SADDLE AND JEEP TRAIL S. TURN S. 1.6 MI UP MOUNTAIN
 AH8038'TO TRAIL LEFT. TURN LEFT 0.5 MI TO END OF TRAIL AT FENCE AND END OF
 AH8038'TRUCK TRAVEL. GO THROUGH FENCE AND WALK CROSS-COUNTRY TO TOP OF SMALL
 AH8038'PEAK AND STATION. A 10-MINUTE PACK.
 AH8038'STATION MARK--STANDARD TABLET STAMPED---ELLIOTT 1951---, CEMENTED IN
 AH8038'SOLID ROCK OUTCROP.
 AH8038'RM 1--STANDARD RM TABLET STAMPED---ELLIOTT NO 1 1951---, CEMENTED IN
 AH8038'SOLID ROCK OUTCROP.
 AH8038'RM 2--STANDARD RM TABLET STAMPED---ELLIOTT NO 2 1951---, CEMENTED IN
 AH8038'SOLID ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0466 ***********************************************************************
 KP0466  DESIGNATION -  ELLISON CR
 KP0466  PID         -  KP0466
 KP0466  STATE/COUNTY-  NV/WHITE PINE
 KP0466  USGS QUAD   -  WILLOW GROVE (1990)
 KP0466
 KP0466                         *CURRENT SURVEY CONTROL
 KP0466  ___________________________________________________________________
 KP0466* NAD 83(1994)-  39 00 19.23536(N)    115 19 36.56789(W)     ADJUSTED  
 KP0466* NAVD 88     -      2537.9    (meters)    8326.     (feet)  VERTCON   
 KP0466  ___________________________________________________________________
 KP0466  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 KP0466  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 KP0466
 KP0466  HORZ ORDER  -  THIRD
 KP0466
 KP0466.The horizontal coordinates were established by classical geodetic methods
 KP0466.and adjusted by the National Geodetic Survey in June 1998..
 KP0466
 KP0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0466
 KP0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0466
 KP0466.The geoid height was determined by GEOID03.
 KP0466
 KP0466;                    North         East     Units Scale Factor Converg.
 KP0466;SPC NV E     - 8,472,222.905   222,216.568   MT  0.99990608   +0 09 41.2
 KP0466;SPC NV E     -27,795,951.31    729,055.52   sFT  0.99990608   +0 09 41.2
 KP0466;UTM  11      - 4,318,701.131   644,876.636   MT  0.99985845   +1 03 11.8
 KP0466
 KP0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0466!SPC NV E     -   0.99960531  x   0.99990608  =   0.99951143
 KP0466!UTM  11      -   0.99960531  x   0.99985845  =   0.99946381
 KP0466
 KP0466|---------------------------------------------------------------------|
 KP0466| PID    Reference Object                     Distance      Geod. Az  |
 KP0466|                                                           dddmmss.s |
 KP0466| CS8723 ELLISON CR RM 2                       8.230 METERS 16535     |
 KP0466| CS8722 ELLISON CR RM 1                       2.140 METERS 28958     |
 KP0466|---------------------------------------------------------------------|
 KP0466
 KP0466                          SUPERSEDED SURVEY CONTROL
 KP0466
 KP0466  NAD 83(1994)-  39 00 19.23229(N)    115 19 36.56851(W) AD(       ) 3
 KP0466  NAD 83(1986)-  39 00 19.23112(N)    115 19 36.56841(W) AD(       ) 3
 KP0466  NGVD 29 (01/04/94) 2536.5    (m)         8322.     (f) VERT ANG       
 KP0466
 KP0466.Superseded values are not recommended for survey control.
 KP0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0466.See file dsdata.txt to determine how the superseded data were derived.
 KP0466
 KP0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD4487718701(NAD 83)
 KP0466_MARKER: DS = TRIANGULATION STATION DISK
 KP0466_SETTING: 66 = SET IN ROCK OUTCROP
 KP0466_SP_SET: SET IN BEDROCK
 KP0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0466+STABILITY: POSITION/ELEVATION WELL
 KP0466
 KP0466  HISTORY     - Date     Condition        Report By
 KP0466  HISTORY     - 1947     MONUMENTED       USGS
 KP0466  HISTORY     - 1973     GOOD             USGS
 KP0466
 KP0466                          STATION DESCRIPTION
 KP0466
 KP0466'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 KP0466'LOCATED ABOUT 2.5 MI S. AND 1.0 MI E. OF ELLISON CREEK RANGER
 KP0466'STATION.  ON EAST END AND HIGHEST POINT OF LAVA RIDGE.
 KP0466'
 KP0466'TO REACH FROM ELLISON CREEK RANGER STATION, DRIVE 0.4 MI DOWN
 KP0466'CANYON RD. TO LOWER EDGE OF FENCED PASTURE.  WALK S. INTO LARGEST
 KP0466'SIDE OF CANYON COMING IN FROM S.  FOLLOW TRAIL IN BOTTOM OF THIS
 KP0466'CANYON ABOUT 2.0 MI ABOUT A 45-MINUTE WALK.  TURN LEFT CLIMBING
 KP0466'ONTO RIDGE AND FOLLOW RIDGE S. AND E. TO HIGHEST POINT AND
 KP0466'STATION.  A 2-HOUR PACK.
 KP0466'
 KP0466'STATION MARK--STANDARD TABLET STAMPED---ELLISON CREEK 1947---,
 KP0466'CEMENTED IN BEDROCK.
 KP0466'
 KP0466'RM 1--STANDARD RM TABLET STAMPED---ELLISON CREEK NO 1---, CEMENTED
 KP0466'IN BEDROCK.
 KP0466'
 KP0466'RM 2--CHISELED CROSS ON BEDROCK.
 KP0466
 KP0466                          STATION RECOVERY (1973)
 KP0466
 KP0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KP0466'RECOVERED AS DESCRIBED BY USGS IN 1947.  ALL MARKS IN GOOD
 KP0466'CONDITION.  STATION MARK REPORTED STAMPED---ELLISON CR 1947---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0643 ***********************************************************************
 LQ0643  DESIGNATION -  ELOPE
 LQ0643  PID         -  LQ0643
 LQ0643  STATE/COUNTY-  NV/WHITE PINE
 LQ0643  USGS QUAD   -  CHIN CREEK RESERVOIR (1982)
 LQ0643
 LQ0643                         *CURRENT SURVEY CONTROL
 LQ0643  ___________________________________________________________________
 LQ0643* NAD 83(1994)-  40 01 57.68679(N)    114 16 37.05176(W)     ADJUSTED  
 LQ0643* NAVD 88     -      1800.8    (meters)    5908.     (feet)  VERTCON   
 LQ0643  ___________________________________________________________________
 LQ0643  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 LQ0643  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 LQ0643
 LQ0643  HORZ ORDER  -  SECOND
 LQ0643
 LQ0643.The horizontal coordinates were established by classical geodetic methods
 LQ0643.and adjusted by the National Geodetic Survey in June 1998..
 LQ0643
 LQ0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0643
 LQ0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0643
 LQ0643.The geoid height was determined by GEOID03.
 LQ0643
 LQ0643;                    North         East     Units Scale Factor Converg.
 LQ0643;SPC NV E     - 8,587,059.542   311,493.680   MT  1.00005298   +0 50 25.4
 LQ0643;SPC NV E     -28,172,711.18  1,021,958.85   sFT  1.00005298   +0 50 25.4
 LQ0643;UTM  11      - 4,434,938.392   732,342.362   MT  1.00026461   +1 45 08.3
 LQ0643
 LQ0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0643!SPC NV E     -   0.99972056  x   1.00005298  =   0.99977352
 LQ0643!UTM  11      -   0.99972056  x   1.00026461  =   0.99998509
 LQ0643
 LQ0643|---------------------------------------------------------------------|
 LQ0643| PID    Reference Object                     Distance      Geod. Az  |
 LQ0643|                                                           dddmmss.s |
 LQ0643| DD4955 ELOPE RM 1                           20.829 METERS 06915     |
 LQ0643| DD4956 ELOPE RM 2                           12.480 METERS 15441     |
 LQ0643| DD4954 ELOPE AZ MK                                        2174447.4 |
 LQ0643|---------------------------------------------------------------------|
 LQ0643
 LQ0643                          SUPERSEDED SURVEY CONTROL
 LQ0643
 LQ0643  NAD 83(1994)-  40 01 57.68643(N)    114 16 37.05132(W) AD(       ) 2
 LQ0643  NAD 83(1986)-  40 01 57.68073(N)    114 16 37.05120(W) AD(       ) 2
 LQ0643  NAD 27      -  40 01 57.91400(N)    114 16 34.01100(W) AD(       ) 2
 LQ0643  NGVD 29 (07/19/86) 1799.6    (m)         5904.     (f) VERT ANG       
 LQ0643
 LQ0643.Superseded values are not recommended for survey control.
 LQ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0643.See file dsdata.txt to determine how the superseded data were derived.
 LQ0643
 LQ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE3234234938(NAD 83)
 LQ0643_MARKER: DS = TRIANGULATION STATION DISK
 LQ0643_SETTING: 0 = UNSPECIFIED SETTING
 LQ0643
 LQ0643  HISTORY     - Date     Condition        Report By
 LQ0643  HISTORY     - 1944     MONUMENTED       CGS
 LQ0643
 LQ0643                          STATION DESCRIPTION
 LQ0643
 LQ0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 LQ0643'STATION IS LOCATED AT A ROAD FORKS IN ANTELOPE VALLEY, 51
 LQ0643'MILES (AIR LINE) SSW OF WENDOVER, UTAH, 15-1/2 MILES DUE
 LQ0643'W OF IBAPAH, UTAH, AND 12-1/2 MILES (BY ROAD) NNE OF TIPPETT
 LQ0643'RANCH.
 LQ0643'
 LQ0643'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE
 LQ0643'POST PROJECTING ABOUT 2 INCHES AND IS STAMPED ELOPE 1944.
 LQ0643'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.  STATION
 LQ0643'IS LOCATED 154 FEET S OF A Y-JUNCTION, 40 FEET W OF THE IBAPAH
 LQ0643'AND 9.8 FEET WSW OF A 4- BY 4-INCH WHITE WITNESS POST.  IT IS
 LQ0643'ON BARREN SAGE DESERT WHICH SLOPES GENTLY TO THE W.
 LQ0643'
 LQ0643'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 LQ0643'POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 28
 LQ0643'FEET E OF THE IBAPAH ROAD, ABOUT 1 FOOT HIGHER IN ELEVATION
 LQ0643'THAN THE STATION MARK, AND IS STAMPED ELOPE NO 1 1944.
 LQ0643'
 LQ0643'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 LQ0643'POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT IS AT
 LQ0643'ABOUT THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED
 LQ0643'ELOPE NO 2 1944.
 LQ0643'
 LQ0643'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE
 LQ0643'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED
 LQ0643'ELOPE 1944.  IT IS 50 FEET E OF THE CENTER LINE OF THE TIPPETT
 LQ0643'ROAD AND 2.5 FEET N OF A 4- BY 4-INCH WHITE WITNESS POST.
 LQ0643'
 LQ0643'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND
 LQ0643'50 ONE MILE W OF WENDOVER, UTAH, GO SW ON U.S. HIGHWAY 50
 LQ0643'FOR 41 MILES TO A NARROW BLADED ROAD LEADING E OFF THE HIGHWAY.
 LQ0643'(A HIGHWAY SIGN ON THE S SIDE OF THE HIGHWAY 0.35 MILE NE
 LQ0643'READS WENDOVER 41 WELLS 101 SALT LAKE CITY 168.) GO E AROUND
 LQ0643'SOME LOW HILLS, THEN S FOR 11.8 MILES ON DIRT ROAD TO A
 LQ0643'T-JUNCTION RIGHT.  CONTINUE S FOR 6.8 MILES TO A ROAD FORK AND
 LQ0643'THE STATION.  (NOTE--THE RIGHT FORK GOES TO THE TIPPETT RANCH
 LQ0643'AND THE LEFT FORK TO IBAPAH, UTAH.)
 LQ0643'
 LQ0643'TO REACH AZIMUTH MARK FROM STATION, CONTINUE ON THE RIGHT FORK
 LQ0643'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0090 ***********************************************************************
 KP0090  DESIGNATION -  ELY
 KP0090  PID         -  KP0090
 KP0090  STATE/COUNTY-  NV/WHITE PINE
 KP0090  USGS QUAD   -  ELY (1978)
 KP0090
 KP0090                         *CURRENT SURVEY CONTROL
 KP0090  ___________________________________________________________________
 KP0090* NAD 83(1986)-  39 14 49.     (N)    114 53 41.     (W)     SCALED    
 KP0090* NAVD 88     -      1962.214  (meters)    6437.70   (feet)  ADJUSTED  
 KP0090  ___________________________________________________________________
 KP0090  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 KP0090  DYNAMIC HT  -        1960.101 (meters)    6430.76  (feet)  COMP
 KP0090  MODELED GRAV-     979,481.0   (mgal)                       NAVD 88
 KP0090
 KP0090  VERT ORDER  -  FIRST     CLASS II
 KP0090
 KP0090.The horizontal coordinates were scaled from a topographic map and have
 KP0090.an estimated accuracy of +/- 6 seconds.
 KP0090
 KP0090.The orthometric height was determined by differential leveling
 KP0090.and adjusted by the National Geodetic Survey in June 1991..
 KP0090.WARNING-Repeat measurements at this control monument indicate possible
 KP0090.vertical movement.
 KP0090
 KP0090.The geoid height was determined by GEOID03.
 KP0090
 KP0090.The dynamic height is computed by dividing the NAVD 88
 KP0090.geopotential number by the normal gravity value computed on the
 KP0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0090.degrees latitude (g = 980.6199 gals.).
 KP0090
 KP0090.The modeled gravity was interpolated from observed gravity values.
 KP0090
 KP0090;                    North         East    Units  Estimated Accuracy
 KP0090;SPC NV E     - 8,499,240.      259,440.      MT  (+/- 180 meters Scaled)
 KP0090
 KP0090                          SUPERSEDED SURVEY CONTROL
 KP0090
 KP0090  NGVD 29 (??/??/92) 1960.961  (m)         6433.59   (f) ADJ UNCH    1 2
 KP0090
 KP0090.Superseded values are not recommended for survey control.
 KP0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0090.See file dsdata.txt to determine how the superseded data were derived.
 KP0090
 KP0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD816462(NAD 83)
 KP0090_MARKER: DB = BENCH MARK DISK
 KP0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KP0090_STAMPING: 6433.586 ELY 1933
 KP0090_MARK LOGO: CGS   
 KP0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0090
 KP0090  HISTORY     - Date     Condition        Report By
 KP0090  HISTORY     - 1933     MONUMENTED       CGS
 KP0090  HISTORY     - 1974     GOOD             NGS
 KP0090  HISTORY     - 1984     GOOD             NGS
 KP0090  HISTORY     - 1984     GOOD             NGS
 KP0090
 KP0090                          STATION DESCRIPTION
 KP0090
 KP0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0090'IN ELY.
 KP0090'AT ELY, WHITE PINE COUNTY, IN THE EAST FACE OF THE CITY HALL, 15
 KP0090'INCHES SOUTH OF THE NORTHEAST CORNER, IN THE CONCRETE FOUNDATION, AND
 KP0090'ABOUT 8 INCHES HIGHER THAN THE CONCRETE WALK.  A STANDARD DISK,
 KP0090'STAMPED 6433.586 ELY 1933 AND SET VERTICALLY.
 KP0090
 KP0090                          STATION RECOVERY (1974)
 KP0090
 KP0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KP0090'RECOVERED IN GOOD CONDITION.
 KP0090
 KP0090                          STATION RECOVERY (1984)
 KP0090
 KP0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0090'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 KP0090'IN ELY, VERTICALLY IN THE EAST FACE OF AND 15.2 METERS (50 FT) NORTH
 KP0090'OF THE SOUTHEAST CORNER OF THE ELY FIRE STATION, AT THE JUNCTION OF
 KP0090'HAYS STREET AND MILL STREET, 14.3 METERS (47.5 FT) WEST OF THE CENTER
 KP0090'OF MILL STREET, 3.8 METERS (12.5 FT) NORTH OF THE EXTENDED CENTER OF
 KP0090'HAYS STREET AND 0.15 METER (0.5 FT) ABOVE THE SURFACE OF THE GROUND.
 KP0090'THE MARK IS 0.3 M ABOVE MILL STREET.
 KP0090
 KP0090                          STATION RECOVERY (1984)
 KP0090
 KP0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0098 ***********************************************************************
 KP0098  CBN         -  This is a Cooperative Base Network Control Station.
 KP0098  DESIGNATION -  ELY AIRPORT
 KP0098  PID         -  KP0098
 KP0098  STATE/COUNTY-  NV/WHITE PINE
 KP0098  USGS QUAD   -  EAST ELY (1979)
 KP0098
 KP0098                         *CURRENT SURVEY CONTROL
 KP0098  ___________________________________________________________________
 KP0098* NAD 83(1999)-  39 17 35.33538(N)    114 50 33.84033(W)     ADJUSTED  
 KP0098* NAVD 88     -      1907.065  (meters)    6256.76   (feet)  ADJUSTED  
 KP0098  ___________________________________________________________________
 KP0098  EPOCH DATE  -        1999.37
 KP0098  X           -  -2,077,219.428 (meters)                     COMP
 KP0098  Y           -  -4,486,723.242 (meters)                     COMP
 KP0098  Z           -   4,018,751.435 (meters)                     COMP
 KP0098  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 KP0098  ELLIP HEIGHT-        1886.67  (meters)          (10/30/00) GPS OBS
 KP0098  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 KP0098  DYNAMIC HT  -        1905.025 (meters)    6250.07  (feet)  COMP
 KP0098  MODELED GRAV-     979,489.7   (mgal)                       NAVD 88
 KP0098
 KP0098  HORZ ORDER  -  B
 KP0098  VERT ORDER  -  SECOND    CLASS 0
 KP0098  ELLP ORDER  -  FOURTH    CLASS II
 KP0098
 KP0098.This mark is at Ely Arpt (YELLAND FLD) Airport (ELY)
 KP0098
 KP0098.The horizontal coordinates were established by GPS observations
 KP0098.and adjusted by the National Geodetic Survey in October 2000..
 KP0098.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KP0098.DATUM ITEM on the data sheet items page.
 KP0098.The horizontal coordinates are valid at the epoch date displayed above.
 KP0098.The epoch date for horizontal control is a decimal equivalence
 KP0098.of Year/Month/Day.
 KP0098
 KP0098.The orthometric height was determined by differential leveling
 KP0098.and adjusted by the National Geodetic Survey in June 1991..
 KP0098
 KP0098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KP0098
 KP0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0098
 KP0098.The ellipsoidal height was determined by GPS observations
 KP0098.and is referenced to NAD 83.
 KP0098
 KP0098.The geoid height was determined by GEOID03.
 KP0098
 KP0098.The dynamic height is computed by dividing the NAVD 88
 KP0098.geopotential number by the normal gravity value computed on the
 KP0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0098.degrees latitude (g = 980.6199 gals.).
 KP0098
 KP0098.The modeled gravity was interpolated from observed gravity values.
 KP0098
 KP0098;                    North         East     Units Scale Factor Converg.
 KP0098;SPC NV E     - 8,504,401.582   263,883.902   MT  0.99995023   +0 28 08.5
 KP0098;SPC NV E     -27,901,524.19    865,759.10   sFT  0.99995023   +0 28 08.5
 KP0098;UTM  11      - 4,351,526.964   686,037.025   MT  1.00002615   +1 21 59.6
 KP0098
 KP0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0098!SPC NV E     -   0.99970409  x   0.99995023  =   0.99965433
 KP0098!UTM  11      -   0.99970409  x   1.00002615  =   0.99973023
 KP0098
 KP0098|---------------------------------------------------------------------|
 KP0098| PID    Reference Object                     Distance      Geod. Az  |
 KP0098|                                                           dddmmss.s |
 KP0098| KP0456 ELY NCMN RM 1                        70.190 METERS 01517     |
 KP0098| KP0347 MCGILL COPPER CO N STACK            APPROX.14.4 KM 0253842.6 |
 KP0098| KP0101 ELY AIRPORT AZ MK                                  1571643.3 |
 KP0098| KP0349 ELY AIRPORT BEACON                  249.985 METERS 18452     |
 KP0098| KP0099 ELY AIRPORT RM 1                     19.080 METERS 19029     |
 KP0098| KP0350 ELY APT WEATHER THEODOLITE          171.635 METERS 19819     |
 KP0098| KP0351 ELY AIRPORT RAWINSONDE DOME         172.734 METERS 20225     |
 KP0098| KP0354 ELY RADIO STATION KELY MAST         APPROX. 3.8 KM 2111213.6 |
 KP0098| KP0353 EAST ELY NEV NORTHERN RR TANK       APPROX. 4.3 KM 2120727.3 |
 KP0098| KP0100 ELY AIRPORT RM 2                     18.968 METERS 27804     |
 KP0098|---------------------------------------------------------------------|
 KP0098
 KP0098                          SUPERSEDED SURVEY CONTROL
 KP0098
 KP0098  NAD 83(1994)-  39 17 35.33426(N)    114 50 33.83774(W) AD(       ) B
 KP0098  ELLIP H (03/30/95) 1886.79   (m)                       GP(       ) 4 1
 KP0098  NAD 83(1994)-  39 17 35.33505(N)    114 50 33.83830(W) AD(       ) A
 KP0098  ELLIP H (04/03/92) 1886.78   (m)                       GP(       ) 1 1
 KP0098  NAD 83(1986)-  39 17 35.33524(N)    114 50 33.83811(W) AD(       ) 1
 KP0098  NAD 83(1986)-  39 17 35.32681(N)    114 50 33.83559(W) AD(       ) 3
 KP0098  NAD 27      -  39 17 35.54771(N)    114 50 30.77251(W) AD(       ) 3
 KP0098  NAVD 88 (03/30/95) 1907.07   (m)         6256.8    (f) LEVELING    3  
 KP0098  NGVD 29 (??/??/92) 1905.819  (m)         6252.67   (f) ADJ UNCH    2 0
 KP0098
 KP0098.Superseded values are not recommended for survey control.
 KP0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0098.See file dsdata.txt to determine how the superseded data were derived.
 KP0098
 KP0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD8603751527(NAD 83)
 KP0098_MARKER: DS = TRIANGULATION STATION DISK
 KP0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0098_SP_SET: CONCRETE POST
 KP0098_STAMPING: ELY AIRPORT 1954
 KP0098_MARK LOGO: CGS   
 KP0098_MAGNETIC: N = NO MAGNETIC MATERIAL
 KP0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0098+STABILITY: SURFACE MOTION
 KP0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0098+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2001
 KP0098
 KP0098  HISTORY     - Date     Condition        Report By
 KP0098  HISTORY     - 1955     MONUMENTED       CGS
 KP0098  HISTORY     - 1964     GOOD             CGS
 KP0098  HISTORY     - 1964     GOOD             NGS
 KP0098  HISTORY     - 1967     GOOD             CGS
 KP0098  HISTORY     - 1974     GOOD             NGS
 KP0098  HISTORY     - 1979     GOOD             NGS
 KP0098  HISTORY     - 19841206 GOOD
 KP0098  HISTORY     - 19920709 GOOD             NOS
 KP0098  HISTORY     - 19940207 GOOD             NGS
 KP0098  HISTORY     - 19990116 GOOD             NGS
 KP0098  HISTORY     - 20010227 GOOD             USGS-R
 KP0098
 KP0098                          STATION DESCRIPTION
 KP0098
 KP0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KP0098'THE STATION IS LOCATED AT THE ELY AIRPORT, THREE MILES NORTHEAST
 KP0098'OF THE TOWN OF ELY.
 KP0098'
 KP0098'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12
 KP0098'INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND, AND
 KP0098'IS STAMPED ELY AIRPORT 1954.  IT IS APPROXIMATELY 405 FEET
 KP0098'NORTH OF THE CONTROL TOWER ATOP THE HANGER, APPROXIMATELY
 KP0098'258 FEET EAST OF THE SOUTHEAST CORNER OF A TIN COVERED BUILDING,
 KP0098'(THE BUILDING IS NORTHWEST OF THE HANGER) AND APPROXIMATELY
 KP0098'117 FEET SOUTH OF A RUNWAY LIGHT.
 KP0098'
 KP0098'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE TOP OF A 10
 KP0098'INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND AND
 KP0098'IS STAMPED ELY AIRPORT NO 2 1954.
 KP0098'
 KP0098'REFERENCE MARK 2 IS A STANDARD DISK SET IN THE TOP OF A 10
 KP0098'INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND AND
 KP0098'IS STAMPED ELY AIRPORT NO 2 1954.
 KP0098'
 KP0098'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 KP0098'10 INCH ROUND CONCRETE POST THAT PROJECTS 5 INCHES AND IS
 KP0098'STAMPED ELY AIRPORT 1954.  IT IS ABOUT 66 FEET EAST OF U.S.
 KP0098'HIGHWAY 93, 2 FEET SOUTH OF A 2 INCH IRON PIPE, 1 FOOT SOUTH
 KP0098'OF THE FENCE CORNER AND 1 FOOT NORTH OF A WHITE WITNESS POST.
 KP0098'
 KP0098'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 KP0098'AIRPORT ENTRANCE ROAD TO THE INTERSECTION OF U.S. HIGHWAY 93,
 KP0098'TURN LEFT, NORTH ON U.S. HIGHWAY 93 FOR 0.25 MILE TO THE
 KP0098'AZIMUTH MARK ON THE RIGHT, EAST SIDE OF THE HIGHWAY AS DESCRIBED
 KP0098'ABOVE.
 KP0098
 KP0098                          STATION RECOVERY (1964)
 KP0098
 KP0098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DVS)
 KP0098'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KP0098'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 KP0098
 KP0098                          STATION RECOVERY (1964)
 KP0098
 KP0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KP0098'3.0 MI NE FROM ELY.
 KP0098'THE STATION IS LOCATED AT THE ELY AIRPORT, THREE MILES NORTHEAST OF
 KP0098'THE TOWN OF ELY.  THE STATION MARK IS A STANDARD DISK SET IN THE TOP
 KP0098'OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND, AND
 KP0098'IS STAMPED ELY AIRPORT 1954.  IT IS APPROXIMATELY 405 FEET NORTH OF
 KP0098'THE CONTROL TOWER ATOP THE HANGAR, APPROXIMATELY 258 FEET EAST OF THE
 KP0098'SOUTHEAST CORNER OF A TIN COVERED BUILDING, (THE BUILDING IS NORTHWEST
 KP0098'OF THE HANGAR) AND APPROXIMATELY 117 FEET SOUTH OF A RUNWAY LIGHT.
 KP0098
 KP0098                          STATION RECOVERY (1967)
 KP0098
 KP0098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0098'STATION WAS RECOVERED AS DESCRIBED IN THE 1955 DESCRIPTION
 KP0098'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A SLIGHT
 KP0098'DIFFERENCE IN THE DISTANCE TO THE REFERENCE MARKS WAS NOTED.
 KP0098'
 KP0098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 KP0098'NORTHEAST OF ELY.
 KP0098
 KP0098                          STATION RECOVERY (1974)
 KP0098
 KP0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 KP0098'ELY AIRPORT WAS RECOVERED AS DESCRIBED.
 KP0098'
 KP0098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 KP0098'NORTHEAST OF ELY.
 KP0098
 KP0098                          STATION RECOVERY (1979)
 KP0098
 KP0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 KP0098'STATION, RMS 1 AND 2, AND AZIMUTH MARK RECOVERED AS DESCRIBED IN
 KP0098'GOOD CONDITION.  A NEW SKETCH IS PROVIDED, THE AREA IS TO BE PAVED
 KP0098'OVER FOR AIRCRAFT PARKING AREA.
 KP0098'
 KP0098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 KP0098'NORTHEAST OF ELY.
 KP0098
 KP0098                          STATION RECOVERY (1984)
 KP0098
 KP0098'RECOVERED 1984
 KP0098'RECOVERED IN GOOD CONDITION.
 KP0098
 KP0098                          STATION RECOVERY (1992)
 KP0098
 KP0098'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 KP0098'RECOVERED IN GOOD CONDITION.
 KP0098
 KP0098                          STATION RECOVERY (1994)
 KP0098
 KP0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 KP0098'STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTHEAST OF ELY, AT THE
 KP0098'SOUTHWEST END OF THE ELY AIRPORT/YELLAND FIELD, IN BETWEEN RUNWAY
 KP0098'12-30 AND A GRADED TAXI/ROAD, NEAR THE NATIONAL WEATHER SERVICE
 KP0098'BUILDING, IN THE SOUTHEAST 1/4 OF SECTION 35, T 17 N, R 63 E.
 KP0098'OWNERSHIP--WHITE PINE COUNTY, PO BOX 659, ELY, NV 89301.  AIRPORT
 KP0098'MANAGER IS SCOTT BROWN OF EL AERO SERVICES, PHONE 702-289-8804. TO
 KP0098'REACH FROM THE JUNCTION OF US HIGHWAYS 50 AND 93 IN ELY, GO EAST AND
 KP0098'NORTH ON HIGHWAY 93 FOR 5.18 KM (3.20 MI) TO A PAVED CROSSROAD (SOUTH
 KP0098'INDUSTRIAL WAY ON THE RIGHT).  TURN LEFT, NORTHWEST, CROSSING A CATTLE
 KP0098'GUARD, FOR 0.25 KM (0.15 MI) TO A FORK.  KEEP LEFT, NORTHERLY, FOR
 KP0098'0.35 KM (0.20 MI) TO PAVEMENT END AT LOCKED GATE AT THE WEATHER
 KP0098'SERVICE BUILDING (THEY WILL OPEN GATE).  PASS THROUGH GATE, THEN BEAR
 KP0098'RIGHT AT FORK ON GRADED ROAD FOR 30 M (98.4 FT) TO THE TAXI/ROAD.
 KP0098'TURN RIGHT, SOUTHEAST, ON TAXI/ROAD FOR 50 M (164.0 FT) TO THE STATION
 KP0098'ON THE LEFT. STATION MARK IS A DISK SET IN THE TOP OF A 30-CM ROUND
 KP0098'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 18 M (59.1 FT) NORTHEAST
 KP0098'OF THE TAXI/ROAD CENTER, 1.5 M (4.9 FT) NORTH OF A FIBERGLASS WITNESS
 KP0098'POST, 37.7 M (123.7 FT) SOUTHWEST OF AN OLD RUNWAY LIGHT WITH CONE,
 KP0098'47.5 M (155.8 FT) EAST OF THE NORTH CORNER OF THE CINDERBLOCK WEATHER
 KP0098'SERVICE BUILDING, 40.8 M (133.9 FT) EAST-NORTHEAST OF THE EAST CORNER
 KP0098'OF THE BUILDING, AND 0.5 M (1.6 FT) NORTHWEST OF THE EXTENDED
 KP0098'SOUTHEAST WALL OF THE BUILDING.
 KP0098
 KP0098                          STATION RECOVERY (1999)
 KP0098
 KP0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 KP0098'RECOVERED AS DESCRIBED.
 KP0098
 KP0098                          STATION RECOVERY (2001)
 KP0098
 KP0098'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2001 (DPB)
 KP0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0351 ***********************************************************************
 KP0351  DESIGNATION -  ELY AIRPORT RAWINSONDE DOME
 KP0351  PID         -  KP0351
 KP0351  STATE/COUNTY-  NV/WHITE PINE
 KP0351  USGS QUAD   -  EAST ELY (1979)
 KP0351
 KP0351                         *CURRENT SURVEY CONTROL
 KP0351  ___________________________________________________________________
 KP0351* NAD 83(1994)-  39 17 30.16064(N)    114 50 36.59006(W)     ADJUSTED  
 KP0351* NAVD 88     -                                                        
 KP0351  ___________________________________________________________________
 KP0351  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 KP0351  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 KP0351
 KP0351  HORZ ORDER  -  THIRD
 KP0351
 KP0351.This mark is at Ely Arpt (YELLAND FLD) Airport (ELY)
 KP0351
 KP0351.The horizontal coordinates were established by classical geodetic methods
 KP0351.and adjusted by the National Geodetic Survey in June 1998..
 KP0351
 KP0351
 KP0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0351
 KP0351.The geoid height was determined by GEOID03.
 KP0351
 KP0351;                    North         East     Units Scale Factor Converg.
 KP0351;SPC NV E     - 8,504,241.471   263,819.319   MT  0.99995013   +0 28 06.7
 KP0351;SPC NV E     -27,900,998.89    865,547.22   sFT  0.99995013   +0 28 06.7
 KP0351;UTM  11      - 4,351,365.849   685,974.954   MT  1.00002587   +1 21 57.7
 KP0351
 KP0351                          SUPERSEDED SURVEY CONTROL
 KP0351
 KP0351  NAD 83(1994)-  39 17 30.16037(N)    114 50 36.59018(W) AD(       ) 4
 KP0351  NAD 83(1986)-  39 17 30.15741(N)    114 50 36.58707(W) AD(       ) 4
 KP0351  NAD 27      -  39 17 30.37878(N)    114 50 33.52371(W) AD(       ) 3
 KP0351
 KP0351.Superseded values are not recommended for survey control.
 KP0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0351.See file dsdata.txt to determine how the superseded data were derived.
 KP0351
 KP0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD8597551366(NAD 83)
 KP0351_MARKER: 26 = SPHERICAL RADOME
 KP0351
 KP0351  HISTORY     - Date     Condition        Report By
 KP0351  HISTORY     - 1955     FIRST OBSERVED   CGS
 KP0351  HISTORY     - 1974     GOOD             NGS
 KP0351  HISTORY     - 1979     GOOD             NGS
 KP0351
 KP0351                          STATION DESCRIPTION
 KP0351
 KP0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KP0351'THE POINT INTERSECTED WAS THE CENTER OF THE PLASTIC DOME,
 KP0351'HOUSING THE WEATHER TRACKING EQUIPMENT.  THIS DOME, IS ATOP A
 KP0351'SQUARE CONCRETE BUILDING WITH TWO LARGE DOORS AT THE ENDS.
 KP0351'THE DOME IS ABOUT 25 FEET ABOVE THE GROUND, AND IS PAINTED
 KP0351'WHITE.
 KP0351
 KP0351                          STATION RECOVERY (1974)
 KP0351
 KP0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 KP0351'STATION WAS RECOVERED AS DESCRIBED.
 KP0351'
 KP0351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ELY AIRPORT.
 KP0351
 KP0351                          STATION RECOVERY (1979)
 KP0351
 KP0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 KP0351'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KP0351'
 KP0351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 KP0351'NORTHEAST OF ELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0099 ***********************************************************************
 KP0099  DESIGNATION -  ELY AIRPORT RM 1
 KP0099  PID         -  KP0099
 KP0099  STATE/COUNTY-  NV/WHITE PINE
 KP0099  USGS QUAD   -  EAST ELY (1979)
 KP0099
 KP0099                         *CURRENT SURVEY CONTROL
 KP0099  ___________________________________________________________________
 KP0099* NAD 83(1986)-  39 17 35.     (N)    114 50 33.     (W)     SCALED    
 KP0099* NAVD 88     -      1907.440  (meters)    6257.99   (feet)  ADJUSTED  
 KP0099  ___________________________________________________________________
 KP0099  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 KP0099  DYNAMIC HT  -        1905.399 (meters)    6251.30  (feet)  COMP
 KP0099  MODELED GRAV-     979,489.7   (mgal)                       NAVD 88
 KP0099
 KP0099  VERT ORDER  -  SECOND    CLASS 0
 KP0099
 KP0099.This mark is at Ely Arpt (YELLAND FLD) Airport (ELY)
 KP0099
 KP0099.The horizontal coordinates were scaled from a topographic map and have
 KP0099.an estimated accuracy of +/- 6 seconds.
 KP0099
 KP0099.The orthometric height was determined by differential leveling
 KP0099.and adjusted by the National Geodetic Survey in June 1991..
 KP0099
 KP0099.The geoid height was determined by GEOID03.
 KP0099
 KP0099.The dynamic height is computed by dividing the NAVD 88
 KP0099.geopotential number by the normal gravity value computed on the
 KP0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0099.degrees latitude (g = 980.6199 gals.).
 KP0099
 KP0099.The modeled gravity was interpolated from observed gravity values.
 KP0099
 KP0099;                    North         East    Units  Estimated Accuracy
 KP0099;SPC NV E     - 8,504,390.      263,900.      MT  (+/- 180 meters Scaled)
 KP0099
 KP0099                          SUPERSEDED SURVEY CONTROL
 KP0099
 KP0099  NGVD 29 (??/??/92) 1906.194  (m)         6253.90   (f) ADJ UNCH    2 0
 KP0099
 KP0099.Superseded values are not recommended for survey control.
 KP0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0099.See file dsdata.txt to determine how the superseded data were derived.
 KP0099
 KP0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD860515(NAD 83)
 KP0099_MARKER: DB = BENCH MARK DISK
 KP0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0099_STAMPING: ELY AIRPORT NO 1 1954
 KP0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0099+STABILITY: SURFACE MOTION
 KP0099
 KP0099  HISTORY     - Date     Condition        Report By
 KP0099  HISTORY     - 1954     MONUMENTED       CGS
 KP0099
 KP0099                          STATION DESCRIPTION
 KP0099
 KP0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KP0099'IN ELY AIRPORT.
 KP0099'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE
 KP0099'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS STAMPED ELY AIRPORT
 KP0099'NO 1 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0100 ***********************************************************************
 KP0100  FBN         -  This is a Federal Base Network Control Station.
 KP0100  PACS        -  This is a Primary Airport Control Station.
 KP0100  DESIGNATION -  ELY AIRPORT RM 2
 KP0100  PID         -  KP0100
 KP0100  STATE/COUNTY-  NV/WHITE PINE
 KP0100  USGS QUAD   -  EAST ELY (1979)
 KP0100
 KP0100                         *CURRENT SURVEY CONTROL
 KP0100  ___________________________________________________________________
 KP0100* NAD 83(1999)-  39 17 35.42165(N)    114 50 34.62404(W)     ADJUSTED  
 KP0100* NAVD 88     -      1907.287  (meters)    6257.49   (feet)  ADJUSTED  
 KP0100  ___________________________________________________________________
 KP0100  EPOCH DATE  -        1999.37
 KP0100  X           -  -2,077,235.839 (meters)                     COMP
 KP0100  Y           -  -4,486,713.974 (meters)                     COMP
 KP0100  Z           -   4,018,753.633 (meters)                     COMP
 KP0100  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 KP0100  ELLIP HEIGHT-        1886.89  (meters)          (05/16/00) GPS OBS
 KP0100  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 KP0100  DYNAMIC HT  -        1905.246 (meters)    6250.79  (feet)  COMP
 KP0100  MODELED GRAV-     979,489.7   (mgal)                       NAVD 88
 KP0100
 KP0100  HORZ ORDER  -  A
 KP0100  VERT ORDER  -  SECOND    CLASS 0
 KP0100  ELLP ORDER  -  FOURTH    CLASS I
 KP0100
 KP0100.This mark is at Ely Arpt (YELLAND FLD) Airport (ELY)
 KP0100
 KP0100.The horizontal coordinates were established by GPS observations
 KP0100.and adjusted by the National Geodetic Survey in May 2000..
 KP0100.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KP0100.DATUM ITEM on the data sheet items page.
 KP0100.The horizontal coordinates are valid at the epoch date displayed above.
 KP0100.The epoch date for horizontal control is a decimal equivalence
 KP0100.of Year/Month/Day.
 KP0100
 KP0100.The orthometric height was determined by differential leveling
 KP0100.and adjusted by the National Geodetic Survey in June 1991..
 KP0100.WARNING-GPS observations at this control monument resulted in a GPS
 KP0100.derived orthometric height which differed from the leveled height by
 KP0100.more than one decimeter (0.1 meter).
 KP0100
 KP0100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KP0100
 KP0100.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0100
 KP0100.The ellipsoidal height was determined by GPS observations
 KP0100.and is referenced to NAD 83.
 KP0100
 KP0100.The geoid height was determined by GEOID03.
 KP0100
 KP0100.The dynamic height is computed by dividing the NAVD 88
 KP0100.geopotential number by the normal gravity value computed on the
 KP0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0100.degrees latitude (g = 980.6199 gals.).
 KP0100
 KP0100.The modeled gravity was interpolated from observed gravity values.
 KP0100
 KP0100;                    North         East     Units Scale Factor Converg.
 KP0100;SPC NV E     - 8,504,404.088   263,865.101   MT  0.99995020   +0 28 08.0
 KP0100;SPC NV E     -27,901,532.41    865,697.42   sFT  0.99995020   +0 28 08.0
 KP0100;UTM  11      - 4,351,529.176   686,018.186   MT  1.00002607   +1 21 59.1
 KP0100
 KP0100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0100!SPC NV E     -   0.99970405  x   0.99995020  =   0.99965427
 KP0100!UTM  11      -   0.99970405  x   1.00002607  =   0.99973011
 KP0100
 KP0100|---------------------------------------------------------------------|
 KP0100| PID    Reference Object                     Distance      Geod. Az  |
 KP0100|                                                           dddmmss.s |
 KP0100| KP0456 ELY NCMN RM 1                        74.972 METERS 02949     |
 KP0100| KP0098 ELY AIRPORT                          18.968 METERS 09804     |
 KP0100| KP0457 ELY NCMN NO 2                        30.697 METERS 16800     |
 KP0100|---------------------------------------------------------------------|
 KP0100
 KP0100                          SUPERSEDED SURVEY CONTROL
 KP0100
 KP0100  NAD 83(1994)-  39 17 35.42051(N)    114 50 34.62144(W) AD(       ) A
 KP0100  ELLIP H (03/30/95) 1887.01   (m)                       GP(       ) 2 2
 KP0100  NAD 83(1994)-  39 17 35.42115(N)    114 50 34.62209(W) AD(       ) A
 KP0100  ELLIP H (04/03/92) 1887.01   (m)                       GP(       ) 1 1
 KP0100  NAD 83(1986)-  39 17 35.41294(N)    114 50 34.61936(W) AD(       ) 2
 KP0100  NAD 83(1986)-  39 17 35.42140(N)    114 50 34.62184(W) AD(       ) 1
 KP0100  NAD 27      -  39 17 35.63383(N)    114 50 31.55623(W) AD(       ) 2
 KP0100  NAVD 88 (03/30/95) 1907.29   (m)         6257.5    (f) LEVELING    3  
 KP0100  NGVD 29 (??/??/92) 1906.041  (m)         6253.40   (f) ADJ UNCH    2 0
 KP0100
 KP0100.Superseded values are not recommended for survey control.
 KP0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0100.See file dsdata.txt to determine how the superseded data were derived.
 KP0100
 KP0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD8601851529(NAD 83)
 KP0100_MARKER: DR = REFERENCE MARK DISK
 KP0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0100_SP_SET: CONCRETE POST
 KP0100_STAMPING: ELY AIRPORT NO 2 1954
 KP0100_MARK LOGO: CGS   
 KP0100_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KP0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0100+STABILITY: SURFACE MOTION
 KP0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0100+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1999
 KP0100
 KP0100  HISTORY     - Date     Condition        Report By
 KP0100  HISTORY     - 1954     MONUMENTED       CGS
 KP0100  HISTORY     - 1954     GOOD             CGS
 KP0100  HISTORY     - 19841205 GOOD
 KP0100  HISTORY     - 1985     GOOD             NASA
 KP0100  HISTORY     - 19920709 GOOD             NOS
 KP0100  HISTORY     - 19940207 GOOD             NGS
 KP0100  HISTORY     - 19981215 GOOD             NGS
 KP0100  HISTORY     - 19990116 GOOD             NGS
 KP0100  HISTORY     - 19990609 GOOD             NGS
 KP0100
 KP0100                          STATION DESCRIPTION
 KP0100
 KP0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KP0100'THE STATION IS LOCATED AT THE ELY AIRPORT, THREE MILES NORTHEAST
 KP0100'OF THE TOWN OF ELY.
 KP0100'
 KP0100'REFERENCE MARK 2 IS A STANDARD DISK SET IN THE TOP OF A 10
 KP0100'INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND AND
 KP0100'IS STAMPED ELY AIRPORT NO 2 1954.
 KP0100
 KP0100                          STATION RECOVERY (1954)
 KP0100
 KP0100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KP0100'IN ELY AIRPORT.
 KP0100'REFERENCE MARK 2 IS A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE
 KP0100'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS STAMPED ELY AIRPORT
 KP0100'NO 2 1954.
 KP0100
 KP0100                          STATION RECOVERY (1984)
 KP0100
 KP0100'RECOVERED 1984
 KP0100'RECOVERED IN GOOD CONDITION.
 KP0100
 KP0100                          STATION RECOVERY (1985)
 KP0100
 KP0100'RECOVERY NOTE BY NAT AERO SPACE ADMIN 1985
 KP0100'PRIMARY SCIENTIFIC PURPOSES - MEASUREMENTS SUPPORTING THE
 KP0100'DETERMINATION OF PLATE STABILITY, INTERNAL PLATE DEFORMATION, AND
 KP0100'REGIONAL DEFORMATION.
 KP0100'SITE DESCRIPTION - THE SITE IS LOCATED AT THE ELY AIRPORT ABOUT FOUR
 KP0100'MILES NORTH -NORTHWEST OF ELY, NEVADA.  THE SITE IS ON THE NORTH SIDE
 KP0100'OF THE FAA AND NWS BUILDING ADJACENT TO THE TAXIWAY.  THE PAD IS
 KP0100'COMPATIBLE FOR OCCUPATION BY THE MOBILE VLBI ANTENNAS.
 KP0100'THE MARK IS A USCGS REFERENCE MARK DISK SET IN THE TOP OF A
 KP0100'CONCRETE MONUMENT FLUSH WITH A GRAVEL TAXIWAY.
 KP0100'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 50, AND 93
 KP0100'AT THE NORTHEAST EDGE OF ELY, GO NORTH-NORTHEAST ON U.S. HIGHWAY 93
 KP0100'FOR 3.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.15 MILE TO A
 KP0100'FORK.  TAKE THE LEFT FORK AND GO 0.2 MILE TO THE FAA AND NWS BUILDING
 KP0100'AND THE SITE ON THE NORTH SIDE OF THE BUILDING IN THE GRAVEL TAXIWAY.
 KP0100'SITE TOPO MAP - MCGILL, NV., USGS.
 KP0100'GEOLOGICAL PROVINCE - BASIN AND RANGE
 KP0100'LOCAL GEOLOGY - QUATERNARY ALLUVIUM DEPOSITS.
 KP0100
 KP0100                          STATION RECOVERY (1992)
 KP0100
 KP0100'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 KP0100'RECOVERED IN GOOD CONDITION.
 KP0100
 KP0100                          STATION RECOVERY (1994)
 KP0100
 KP0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 KP0100'STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTHEAST OF ELY, AT THE
 KP0100'SOUTHWEST END OF THE ELY AIRPORT/YELLAND FIELD, AT THE EDGE OF A
 KP0100'GRADED TAXI/ROAD, NEAR THE NATIONAL WEATHER SERVICE BUILDING, IN THE
 KP0100'SOUTHEAST 1/4 OF SECTION 35, T 17 N, R 63 E.  OWNERSHIP--WHITE PINE
 KP0100'COUNTY, PO BOX 659, ELY, NV 89301.  AIRPORT MANAGER IS SCOTT BROWN OF
 KP0100'EL AERO SERVICES, PHONE 702-289-8804. TO REACH FROM THE JUNCTION OF US
 KP0100'HIGHWAYS 50 AND 93 IN ELY, GO EAST AND NORTH ON HIGHWAY 93 FOR 5.18 KM
 KP0100'(3.20 MI) TO A PAVED CROSSROAD (SOUTH INDUSTRIAL WAY ON THE RIGHT).
 KP0100'TURN LEFT, NORTHWEST, CROSSING A CATTLE GUARD, FOR 0.25 KM (0.15 MI)
 KP0100'TO A FORK.  KEEP LEFT, NORTHERLY, FOR 0.35 KM (0.20 MI) TO PAVEMENT
 KP0100'END AT LOCKED GATE AT THE WEATHER SERVICE BUILDING (THEY WILL OPEN
 KP0100'GATE).  PASS THROUGH GATE, THEN BEAR RIGHT AT FORK ON GRADED ROAD FOR
 KP0100'30 M (98.4 FT) TO THE TAXI/ROAD.  TURN RIGHT, SOUTHEAST, ON TAXI/ROAD
 KP0100'FOR 35 M (114.8 FT) TO THE STATION ON THE LEFT. STATION MARK IS A DISK
 KP0100'SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 KP0100'IT IS 5.5 M (18.0 FT) NORTHEAST OF THE ROAD/TAXI CENTER, 19.5 M (64.0
 KP0100'FT) WEST-NORTHWEST OF A FIBERGLASS WITNESS POST, 29.7 M (97.4 FT) EAST
 KP0100'OF THE NORTH CORNER OF THE CINDERBLOCK WEATHER SERVICE BUILDING, AND
 KP0100'30.5 M (100.1 FT) NORTH-NORTHEAST OF THE EAST CORNER OF THE BUILDING.
 KP0100
 KP0100                          STATION RECOVERY (1998)
 KP0100
 KP0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 KP0100'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) NORTHEAST OF ELY, AT THE
 KP0100'SOUTHWEST END OF OF THE ELY AIRPORT-YELLAND FIELD, AT THE EDGE OF A
 KP0100'GRADED TAXI, NEAR THE NATIONAL WEATHER SERVICE BUILDING.
 KP0100'OWNERSHIP--WHITE PINES COUNTY.  NOTE--CONTACT MR.  RON CASSINELLI,
 KP0100'AIRPORT MANAGER, 775-289-8804, AT LEAST ONE DAY IN ADVANCE BEFORE
 KP0100'OCCUPYING THIS STATION.  TO REACH THE STATION FROM JUNCTION OF US
 KP0100'HIGHWAYS 50 AND 93 IN ELY, GO EAST THEN NORTH ON HIGHWAY 93 FOR 6.44
 KP0100'KM (4.00 MI) TO THE AIRPORT ENTRANCE ON LEFT.  TURN LEFT AND GO WEST
 KP0100'FOR 0.05 MI (0.08 KM) TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH
 KP0100'FOR 0.05 MI (0.08 KM) TO A LOCKED GATE AT THE SOUTH END OF EL AERO
 KP0100'SERVICES, INC.  BUILDING.  CONTINUE AHEAD, SOUTH, ACROSS APRON FOR 0.1
 KP0100'MI (0.2 KM) TO THE EDGE OF APRON AND A GRAVEL TRACK SERVICE ROAD.
 KP0100'CONTINUE AHEAD, SOUTH ON THE SERVICE ROAD FOR 0.35 MI (0.56 KM) .
 KP0100'CONTINUE AHEAD, BEARING SOUTHWESTERLY ON THE SERVICE ROAD FOR 0.25 MI
 KP0100'(0.40 KM) .  CONTINUE AHEAD, BEARING NORTHERLY ON THE SERVICE ROAD
 KP0100'ACROSS AN OLD APRON FOR 0.15 MI (0.24 KM) TO THE NATIONAL WEATHER
 KP0100'SERVICE BUILDING AND THE STATION ON LEFT.  THE STATION IS SET IN TOP
 KP0100'OF A CONCRETE POST FLUSH WITH GROUND.  IT IS 4.6 M (15.1 FT) SOUTHWEST
 KP0100'OF THE CENTER OF THE TAXI, 19.7 M (64.6 FT) WEST OF A FIBERGLASS
 KP0100'WITNESS POST, 29.8 M (97.8 FT) EAST OF THE NORTH CORNER OF THE CINDER
 KP0100'BLOCK WEATHER SERVICE BUILDING AND 30.48 M (100.00 FT) NORTH-NORTHEAST
 KP0100'OF THE EAST CORNER OF THE BUILDING.
 KP0100
 KP0100                          STATION RECOVERY (1999)
 KP0100
 KP0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 KP0100'RECOVERED AS DESCRIBED.  NOTE--THIS STATION IS DESIGNATED A PRIMARY
 KP0100'AIRPORT CONTROL STATION.  (PACS)
 KP0100
 KP0100                          STATION RECOVERY (1999)
 KP0100
 KP0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 KP0100'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0350 ***********************************************************************
 KP0350  DESIGNATION -  ELY APT WEATHER THEODOLITE
 KP0350  PID         -  KP0350
 KP0350  STATE/COUNTY-  NV/WHITE PINE
 KP0350  USGS QUAD   -  EAST ELY (1979)
 KP0350
 KP0350                         *CURRENT SURVEY CONTROL
 KP0350  ___________________________________________________________________
 KP0350* NAD 83(1994)-  39 17 30.05068(N)    114 50 36.09240(W)     ADJUSTED  
 KP0350* NAVD 88     -                                                        
 KP0350  ___________________________________________________________________
 KP0350  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 KP0350  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 KP0350
 KP0350  HORZ ORDER  -  THIRD
 KP0350
 KP0350.This mark is at Ely Arpt (YELLAND FLD) Airport (ELY)
 KP0350
 KP0350.The horizontal coordinates were established by classical geodetic methods
 KP0350.and adjusted by the National Geodetic Survey in June 1998..
 KP0350
 KP0350
 KP0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0350
 KP0350.The geoid height was determined by GEOID03.
 KP0350
 KP0350;                    North         East     Units Scale Factor Converg.
 KP0350;SPC NV E     - 8,504,238.178   263,831.272   MT  0.99995015   +0 28 07.0
 KP0350;SPC NV E     -27,900,988.09    865,586.43   sFT  0.99995015   +0 28 07.0
 KP0350;UTM  11      - 4,351,362.743   685,986.957   MT  1.00002592   +1 21 58.0
 KP0350
 KP0350                          SUPERSEDED SURVEY CONTROL
 KP0350
 KP0350  NAD 83(1994)-  39 17 30.05064(N)    114 50 36.09242(W) AD(       ) 4
 KP0350  NAD 83(1986)-  39 17 30.05158(N)    114 50 36.08844(W) AD(       ) 4
 KP0350  NAD 27      -  39 17 30.27271(N)    114 50 33.02523(W) AD(       ) 3
 KP0350
 KP0350.Superseded values are not recommended for survey control.
 KP0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0350.See file dsdata.txt to determine how the superseded data were derived.
 KP0350
 KP0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD8598751363(NAD 83)
 KP0350
 KP0350  HISTORY     - Date     Condition        Report By
 KP0350  HISTORY     - 1955     FIRST OBSERVED   CGS
 KP0350  HISTORY     - 1979     GOOD             NGS
 KP0350
 KP0350                          STATION DESCRIPTION
 KP0350
 KP0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KP0350'THE POINT INTERSECTED WAS THE TELESCOPE OF THE WEATHER TRACKING
 KP0350'THEODOLITE LOCATED AT THE ELY AIRPORT, ELY, NEVADA.
 KP0350'
 KP0350'THE THEODOLITE IS LOCATED ATOP A WOODEN PLATFORM THAT HAS BEEN
 KP0350'BOARDED UP, AND THE INSTRUMENT IS PROTECTED BY A PLASTIC
 KP0350'REVOLVING COVER.
 KP0350'
 KP0350'THE THEODOLITE IS ABOUT 15 FEET ABOVE THE GROUND.
 KP0350'
 KP0350'BASED ON OBSERVATIONS MADE AFTER EARTHQUAKE DEC 16 1954.
 KP0350
 KP0350                          STATION RECOVERY (1979)
 KP0350
 KP0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 KP0350'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KP0350'
 KP0350'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 KP0350'NORTHEAST OF ELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0272 ***********************************************************************
 KP0272  CBN         -  This is a Cooperative Base Network Control Station.
 KP0272  DESIGNATION -  ELY EAST BASE
 KP0272  PID         -  KP0272
 KP0272  STATE/COUNTY-  NV/WHITE PINE
 KP0272  USGS QUAD   -  HOGUM (1987)
 KP0272
 KP0272                         *CURRENT SURVEY CONTROL
 KP0272  ___________________________________________________________________
 KP0272* NAD 83(1999)-  39 04 26.39295(N)    114 26 14.70672(W)     ADJUSTED  
 KP0272* NAVD 88     -      1804.342  (meters)    5919.75   (feet)  ADJUSTED  
 KP0272  ___________________________________________________________________
 KP0272  EPOCH DATE  -        1999.37
 KP0272  X           -  -2,051,756.398 (meters)                     COMP
 KP0272  Y           -  -4,515,231.342 (meters)                     COMP
 KP0272  Z           -   3,999,822.242 (meters)                     COMP
 KP0272  LAPLACE CORR-           9.22  (seconds)                    DEFLEC99
 KP0272  ELLIP HEIGHT-        1783.72  (meters)          (10/30/00) GPS OBS
 KP0272  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 KP0272  DYNAMIC HT  -        1802.430 (meters)    5913.47  (feet)  COMP
 KP0272  MODELED GRAV-     979,504.5   (mgal)                       NAVD 88
 KP0272
 KP0272  HORZ ORDER  -  B
 KP0272  VERT ORDER  -  FIRST     CLASS II
 KP0272  ELLP ORDER  -  FOURTH    CLASS II
 KP0272
 KP0272.The horizontal coordinates were established by GPS observations
 KP0272.and adjusted by the National Geodetic Survey in October 2000..
 KP0272.No horizontal observational check was made to the station.
 KP0272.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KP0272.DATUM ITEM on the data sheet items page.
 KP0272.The horizontal coordinates are valid at the epoch date displayed above.
 KP0272.The epoch date for horizontal control is a decimal equivalence
 KP0272.of Year/Month/Day.
 KP0272
 KP0272.The orthometric height was determined by differential leveling
 KP0272.and adjusted by the National Geodetic Survey in June 1991..
 KP0272
 KP0272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KP0272
 KP0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0272
 KP0272.The ellipsoidal height was determined by GPS observations
 KP0272.and is referenced to NAD 83.
 KP0272
 KP0272.The geoid height was determined by GEOID03.
 KP0272
 KP0272.The dynamic height is computed by dividing the NAVD 88
 KP0272.geopotential number by the normal gravity value computed on the
 KP0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0272.degrees latitude (g = 980.6199 gals.).
 KP0272
 KP0272.The modeled gravity was interpolated from observed gravity values.
 KP0272
 KP0272;                    North         East     Units Scale Factor Converg.
 KP0272;SPC NV E     - 8,480,437.689   299,154.456   MT  1.00002102   +0 43 20.5
 KP0272;SPC NV E     -27,822,902.65    981,475.91   sFT  1.00002102   +0 43 20.5
 KP0272;UTM  11      - 4,328,114.219   721,682.448   MT  1.00020515   +1 36 57.3
 KP0272
 KP0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0272!SPC NV E     -   0.99972022  x   1.00002102  =   0.99974124
 KP0272!UTM  11      -   0.99972022  x   1.00020515  =   0.99992531
 KP0272
 KP0272:                Primary Azimuth Mark                     Grid Az
 KP0272:SPC NV E     -  OSCEOLA MINE SILVER TANK                 058 54 12.4
 KP0272:UTM  11      -  OSCEOLA MINE SILVER TANK                 058 00 35.6
 KP0272
 KP0272|---------------------------------------------------------------------|
 KP0272| PID    Reference Object                     Distance      Geod. Az  |
 KP0272|                                                           dddmmss.s |
 KP0272| KP0324 OSCEOLA MINE SILVER TANK            APPROX. 4.1 KM 0593732.9 |
 KP0272| DD4958 ELY EAST BASE RM 1                   11.308 METERS 06005     |
 KP0272| DD4957 ELY EAST BASE AZ MK                                0640755.1 |
 KP0272| DD4959 ELY EAST BASE RM 2                   14.591 METERS 16236     |
 KP0272| KP0325 CRYSTAL QUEEN MINE ELEV SHAFT       APPROX. 1.3 KM 2575546.9 |
 KP0272|---------------------------------------------------------------------|
 KP0272
 KP0272                          SUPERSEDED SURVEY CONTROL
 KP0272
 KP0272  NAD 83(1994)-  39 04 26.39193(N)    114 26 14.70423(W) AD(       ) B
 KP0272  ELLIP H (03/30/95) 1783.82   (m)                       GP(       ) 4 1
 KP0272  NAD 83(1986)-  39 04 26.38930(N)    114 26 14.70895(W) AD(       ) 1
 KP0272  NAD 27      -  39 04 26.59000(N)    114 26 11.70200(W) AD(       ) 1
 KP0272  NAVD 88 (03/30/95) 1804.34   (m)         5919.7    (f) LEVELING    3  
 KP0272  NGVD 29 (07/19/86) 1803.35   (m)         5916.5    (f) LEVELING    3  
 KP0272
 KP0272.Superseded values are not recommended for survey control.
 KP0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0272.See file dsdata.txt to determine how the superseded data were derived.
 KP0272
 KP0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD2168228114(NAD 83)
 KP0272_MARKER: DS = TRIANGULATION STATION DISK
 KP0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0272_SP_SET: CONCRETE POST
 KP0272_STAMPING: ELY EAST BASE 1944
 KP0272_MARK LOGO: CGS   
 KP0272_PROJECTION: PROJECTING 20 CENTIMETERS
 KP0272_MAGNETIC: N = NO MAGNETIC MATERIAL
 KP0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0272+STABILITY: SURFACE MOTION
 KP0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0272+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2006
 KP0272
 KP0272  HISTORY     - Date     Condition        Report By
 KP0272  HISTORY     - 1944     MONUMENTED       CGS
 KP0272  HISTORY     - 1944     GOOD             CGS
 KP0272  HISTORY     - 1946     GOOD             USGS
 KP0272  HISTORY     - 1950     GOOD             USGS
 KP0272  HISTORY     - 1957     GOOD             USGS
 KP0272  HISTORY     - 1973     GOOD             USGS
 KP0272  HISTORY     - 1984     GOOD             NGS
 KP0272  HISTORY     - 19940207 GOOD             NGS
 KP0272  HISTORY     - 20060223 GOOD             INDIV
 KP0272
 KP0272                          STATION DESCRIPTION
 KP0272
 KP0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 KP0272'STATION IS LOCATED ABOUT 27 MILES (AIR LINE) SE OF ELY, ABOUT
 KP0272'8 MILES ENE OF MAJORS SERVICE STATION, ON THE E SIDE OF SPRING
 KP0272'VALLEY.
 KP0272'
 KP0272'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 KP0272'PROJECTING ABOUT 10 INCHES AND IS STAMPED ELY EAST BASE 1944.
 KP0272'IT IS 21 FEET SSE OF A WHITE WITNESS POST.  UNDERGROUND MARK
 KP0272'IS A BRONZE DISK SET IN CONCRETE 30 INCHES BELOW GROUND LEVEL.
 KP0272'
 KP0272'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 KP0272'PROJECTING 6 INCHES AND IS STAMPED ELY EAST BASE NO 1 1944.
 KP0272'IT IS 35 FEET ENE OF WHITE WITNESS POST.
 KP0272'
 KP0272'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 KP0272'PROJECTING 8 INCHES AND IS STAMPED ELY EAST BASE NO 2 1944.
 KP0272'
 KP0272'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 KP0272'BEDROCK FLUSH WITH GROUND AND IS STAMPED ELY EAST BASE 1944.
 KP0272'IT IS 5 FEET W OF A WHITE WITNESS POST AND 32 FEET NNW OF THE
 KP0272'CENTER LINE OF GRADED ROAD.
 KP0272'
 KP0272'TO REACH STATION FROM ELY, GO S AND SE ON PAVED U.S. HIGHWAY
 KP0272'93 OVER CONNER PASS 27 MILES TO MAJORS SERVICE STATION AND
 KP0272'JUNCTION OF U.S. HIGHWAYS 93 AND 6.  TAKE LEFT FORK AND
 KP0272'CONTINUE ON U.S. HIGHWAY 6 FOR 7.8 MILES TO GRADED ROAD ON
 KP0272'RIGHT AND SIGN OSCEOLA.  TAKE RIGHT FORK AND FOLLOW GRADED
 KP0272'ROAD UP SLOPE 0.8 MILE.  THEN TURN RIGHT OFF ROAD INTO A LOW
 KP0272'WASH AND GO S ACROSS COUNTRY 0.1 MILE TO STATION.
 KP0272'
 KP0272'TO REACH AZIMUTH MARK FROM STATION CONTINUE E UP THE SLOPE ON
 KP0272'THE GRADED ROAD TOWARD OSCEOLA 1.1 MILES TO FORKS.  TAKE RIGHT
 KP0272'FORK FOR 0.7 MILE TO MARK ON LEFT.
 KP0272'
 KP0272'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 KP0272
 KP0272                          STATION RECOVERY (1944)
 KP0272
 KP0272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 KP0272'ALL MARKS IN GOOD CONDITION.
 KP0272'
 KP0272'STATION MARK  A BRONZE STATION DISK--STAMPED ELY EAST BASE 1944--,
 KP0272'SET IN A CONCRETE POST PROJECTING ABOUT 10 INCHES.
 KP0272
 KP0272                          STATION RECOVERY (1946)
 KP0272
 KP0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 KP0272'RECOVERED AS DESCRIBED.
 KP0272
 KP0272                          STATION RECOVERY (1950)
 KP0272
 KP0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KP0272'RECOVERED AS DESCRIBED BY CGS.
 KP0272
 KP0272                          STATION RECOVERY (1957)
 KP0272
 KP0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KP0272'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 KP0272
 KP0272                          STATION RECOVERY (1973)
 KP0272
 KP0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KP0272'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 KP0272
 KP0272                          STATION RECOVERY (1984)
 KP0272
 KP0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0272'46.7 KM (29.1 MI) WEST FROM BAKER.
 KP0272'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0272'OFFICE AT BAKER, THENCE 36.8 KM (22.95 MI) WEST ALONG US HIGHWAYS 6
 KP0272'AND 50, THENCE 1.25 KM (0.75 MI) NORTHEAST ALONG OSCEOLA ROAD, THENCE
 KP0272'0.18 KM (0.1 MI) SOUTHEAST ALONG A TRACK ROAD ENDING AT THE STATION,
 KP0272'14.6 METERS (47.5 FT) NORTHWEST OF RM 2 AND 11.3 METERS (37 FT)
 KP0272'SOUTHWEST OF RM 1.
 KP0272'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 KP0272'THE MARK IS 0.3 M ABOVE THE REFERENCE MARKS.
 KP0272
 KP0272                          STATION RECOVERY (1994)
 KP0272
 KP0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 KP0272'STATION IS LOCATED ABOUT 42 KM (26.10 MI) SOUTHEAST OF ELY, 33 KM
 KP0272'(20.50 MI) WEST OF THE UTAH-NEVADA STATE LINE, 14 KM (8.70 MI)
 KP0272'NORTHEAST OF THE JUNCTION OF US HIGHWAYS 6, 50 AND 93 (MAJORS PLACE),
 KP0272'ON LOW BRUSH, ON A GENTLE NORTHWEST SLOPE, IN THE SOUTHEAST 1/4 OF
 KP0272'SECTION 15, T 20 S, R 67 E.  OWNERSHIP--US BUREAU OF LAND MANAGEMENT.
 KP0272'TO REACH FROM THE FORK AT THE JUNCTION OF US HIGHWAYS 6, 50 AND 93, GO
 KP0272'NORTHEAST ON HIGHWAYS 6 AND 50 FOR 3.11 KM (1.95 MI) TO STATE HIGHWAY
 KP0272'893 ON THE LEFT.  CONTINUE AHEAD FOR 9.50 KM (5.90 MI) TO A GRADED
 KP0272'ROAD RIGHT.  TURN RIGHT, EAST, ON ROAD FOR 50 M (164.0 FT) TO A FORK.
 KP0272'BEAR LEFT, NORTHEAST, ON THE GRADED ROAD FOR 1.10 KM (0.70 MI) TO A
 KP0272'DIM TRACK ROAD RIGHT.  TURN RIGHT, SOUTHEAST, FOR 0.17 KM (0.10 MI) TO
 KP0272'ROAD END AND THE STATION. STATION MARK IS A DISK SET IN THE TOP OF A
 KP0272'30-CM SQUARE CONCRETE POST PROJECTING 25 CM ABOVE GROUND IN A PILE OF
 KP0272'ROCKS.  IT IS 0.9 M (3.0 FT) EAST OF A FIBERGLASS WITNESS POST, 6.4 M
 KP0272'(21.0 FT) SOUTH OF A WOOD WITNESS POST, AND 5.5 M (18.0 FT) EAST OF A
 KP0272'WOOD WITNESS POST.
 KP0272
 KP0272                          STATION RECOVERY (2006)
 KP0272
 KP0272'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DRU)
 KP0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0457 ***********************************************************************
 KP0457  DESIGNATION -  ELY NCMN NO 2
 KP0457  PID         -  KP0457
 KP0457  STATE/COUNTY-  NV/WHITE PINE
 KP0457  USGS QUAD   -  EAST ELY (1979)
 KP0457
 KP0457                         *CURRENT SURVEY CONTROL
 KP0457  ___________________________________________________________________
 KP0457* NAD 83(1999)-  39 17 34.44801(N)    114 50 34.35766(W)     ADJUSTED  
 KP0457* NAVD 88     -      1907.5    (meters)    6258.     (feet)  GPS OBS   
 KP0457  ___________________________________________________________________
 KP0457  EPOCH DATE  -        1999.37
 KP0457  X           -  -2,077,238.094 (meters)                     COMP
 KP0457  Y           -  -4,486,734.044 (meters)                     COMP
 KP0457  Z           -   4,018,730.503 (meters)                     COMP
 KP0457  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 KP0457  ELLIP HEIGHT-        1887.07  (meters)          (10/30/00) GPS OBS
 KP0457  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 KP0457
 KP0457  HORZ ORDER  -  FIRST
 KP0457  ELLP ORDER  -  FOURTH    CLASS II
 KP0457
 KP0457.This mark is at Ely Arpt (YELLAND FLD) Airport (ELY)
 KP0457
 KP0457.The horizontal coordinates were established by GPS observations
 KP0457.and adjusted by the National Geodetic Survey in October 2000..
 KP0457.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KP0457.DATUM ITEM on the data sheet items page.
 KP0457.The horizontal coordinates are valid at the epoch date displayed above.
 KP0457.The epoch date for horizontal control is a decimal equivalence
 KP0457.of Year/Month/Day.
 KP0457
 KP0457.The orthometric height was determined by GPS observations and a
 KP0457.high-resolution geoid model.
 KP0457
 KP0457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KP0457
 KP0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0457
 KP0457.The ellipsoidal height was determined by GPS observations
 KP0457.and is referenced to NAD 83.
 KP0457
 KP0457.The geoid height was determined by GEOID03.
 KP0457
 KP0457;                    North         East     Units Scale Factor Converg.
 KP0457;SPC NV E     - 8,504,374.117   263,871.730   MT  0.99995021   +0 28 08.2
 KP0457;SPC NV E     -27,901,434.08    865,719.17   sFT  0.99995021   +0 28 08.2
 KP0457;UTM  11      - 4,351,499.309   686,025.283   MT  1.00002610   +1 21 59.3
 KP0457
 KP0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0457!SPC NV E     -   0.99970402  x   0.99995021  =   0.99965425
 KP0457!UTM  11      -   0.99970402  x   1.00002610  =   0.99973012
 KP0457
 KP0457|---------------------------------------------------------------------|
 KP0457| PID    Reference Object                     Distance      Geod. Az  |
 KP0457|                                                           dddmmss.s |
 KP0457| KP0100 ELY AIRPORT RM 2                     30.697 METERS 34800     |
 KP0457|---------------------------------------------------------------------|
 KP0457
 KP0457                          SUPERSEDED SURVEY CONTROL
 KP0457
 KP0457  NAD 83(1994)-  39 17 34.44690(N)    114 50 34.35520(W) AD(       ) 1
 KP0457  ELLIP H (06/11/98) 1887.20   (m)                       GP(       ) 4 1
 KP0457  NAD 83(1994)-  39 17 34.44690(N)    114 50 34.35520(W) AD(       ) 1
 KP0457  NAD 83(1986)-  39 17 34.44779(N)    114 50 34.35560(W) AD(       ) 1
 KP0457  NGVD 29 (05/03/93) 1906.3    (m)         6254.     (f) GPS OBS        
 KP0457
 KP0457.Superseded values are not recommended for survey control.
 KP0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0457.See file dsdata.txt to determine how the superseded data were derived.
 KP0457
 KP0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD8602551499(NAD 83)
 KP0457_MARKER: DR = REFERENCE MARK DISK
 KP0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0457_SP_SET: CONCRETE POST
 KP0457_STAMPING: ELY NCMN NO 2 1982
 KP0457_MARK LOGO: NGS   
 KP0457_MAGNETIC: N = NO MAGNETIC MATERIAL
 KP0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0457+STABILITY: SURFACE MOTION
 KP0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0457+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1999
 KP0457
 KP0457  HISTORY     - Date     Condition        Report By
 KP0457  HISTORY     - UNK      MONUMENTED
 KP0457  HISTORY     - 19841211 GOOD
 KP0457  HISTORY     - 19920709 GOOD             NOS
 KP0457  HISTORY     - 19990116 GOOD             NGS
 KP0457
 KP0457                          STATION DESCRIPTION
 KP0457
 KP0457'DESCRIBED 1984
 KP0457'RECOVERED IN GOOD CONDITION.
 KP0457
 KP0457                          STATION RECOVERY (1992)
 KP0457
 KP0457'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 KP0457'NO DESCRIPTION AVAILABLE AT TIME OF SURVEY.
 KP0457'NEW DESCRIPTION FOLLOWS
 KP0457'TO REACH FROM THE ENTRANCE ROAD TO THE ELY AIRPORT, GO SOUTH ON STATE
 KP0457'HIGHWAY 93 FOR 0.8 MI (1.29 KM) TO A ROAD ON THE RIGHT.  TURN RIGHT
 KP0457'AND GO 0.2 MI (0.32 KM) TO A FORK IN THE ROAD, BEAR LEFT AND GO 0.2
 KP0457'MI (0.32 KM) TO A GATE (NATIONAL WEATHER SERVICE BUILDING ON THE
 KP0457'RIGHT).  PASS THROUGH THE GATE AND BEAR RIGHT ON GRAVEL ROAD FOR 0.1
 KP0457'MI (0.16 KM) TO THE STATION.
 KP0457'IT IS 98.5 FT (30.02 M) SW OF STATION ELY AIRPORT, 66.7 FT (20.33 M)
 KP0457'SE OF THE SE CORNER OF THE NWS BUILDING AND 52.4 FT (15.97 M) NE OF
 KP0457'THE FOURTH FENCE POST OF AN EAST-WEST FENCELINE.
 KP0457'A STANDARD NGS RM DISK SET IN TOP OF A CONCRETE MONUMENT FLUSH WITH
 KP0457'THE SURFACE OF THE GRAVEL ROAD.
 KP0457
 KP0457                          STATION RECOVERY (1999)
 KP0457
 KP0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 KP0457'STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTHEAST OF ELY, AT THE
 KP0457'SOUTHWEST END OF THE ELY AIRPORT/YELLAND FIELD, BETWEEN A GRADED
 KP0457'TAXI/ROAD AND THE PERIMETER FENCE, NEAR THE NATIONAL WEATHER SERVICE
 KP0457'BUILDING, IN THE SOUTHEAST 1/4 OF SECTION 35, T 17 N, R 63 E.
 KP0457'OWNERSHIP--WHITE PINE COUNTY, PO BOX 659, ELY, NV 89301.  AIRPORT
 KP0457'MANAGER IS SCOTT BROWN OF EL AERO SERVICES, PHONE 702-289-8804.  TO
 KP0457'REACH FROM THE JUNCTION OF US HIGHWAYS 50 AND 93 IN ELY, GO EAST AND
 KP0457'NORTH ON HIGHWAY 93 FOR 5.18 KM (3.20 MI) TO A PAVED CROSSROAD (SOUTH
 KP0457'INDUSTRIAL WAY ON THE RIGHT) .  TURN LEFT, NORTHWEST, CROSSING A
 KP0457'CATTLE GUARD, FOR 0.25 KM (0.15 MI) TO A FORK.  KEEP LEFT, NORTHERLY,
 KP0457'FOR 0.35 KM (0.20 MI) TO PAVEMENT END AT LOCKED GATE AT THE WEATHER
 KP0457'SERVICE BUILDING (THEY WILL OPEN GATE) .  PASS THROUGH GATE, THEN BEAR
 KP0457'RIGHT AT FORK ON GRADED ROAD FOR 30 M (98.4 FT) TO THE TAXI/ROAD.
 KP0457'TURN RIGHT, SOUTHEAST, ON TAXI/ROAD FOR 70 M (229.7 FT) TO THE STATION
 KP0457'ON THE RIGHT.  STATION MARK IS A DISK SET IN THE TOP OF A 30-CM ROUND
 KP0457'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 8 M (26.2 FT) SOUTHWEST OF
 KP0457'THE ROAD/TAXI CENTER, 20.3 M (66.6 FT) EAST OF THE EAST CORNER OF THE
 KP0457'CINDERBLOCK WEATHER SERVICE BUILDING, 20.2 M (66.3 FT) EAST OF THE
 KP0457'SOUTHEAST GATEPOST TO A PERIMETER PERSONNEL GATE, 15.4 M (50.5 FT)
 KP0457'NORTHEAST OF A FENCEPOST AT A SLIGHT BEND IN THE FENCE, AND 36.9 M
 KP0457'(121.1 FT) NORTH-NORTHWEST OF A FENCE CORNER POST WITH A WINDSOCK
 KP0457'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0354 ***********************************************************************
 KP0354  DESIGNATION -  ELY RADIO STATION KELY MAST
 KP0354  PID         -  KP0354
 KP0354  STATE/COUNTY-  NV/WHITE PINE
 KP0354  USGS QUAD   -  EAST ELY (1979)
 KP0354
 KP0354                         *CURRENT SURVEY CONTROL
 KP0354  ___________________________________________________________________
 KP0354* NAD 83(1994)-  39 15 49.63822(N)    114 51 56.19570(W)     ADJUSTED  
 KP0354* NAVD 88     -                                                        
 KP0354  ___________________________________________________________________
 KP0354  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 KP0354  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 KP0354
 KP0354  HORZ ORDER  -  THIRD
 KP0354
 KP0354.The horizontal coordinates were established by classical geodetic methods
 KP0354.and adjusted by the National Geodetic Survey in June 1998..
 KP0354
 KP0354
 KP0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0354
 KP0354.The geoid height was determined by GEOID03.
 KP0354
 KP0354;                    North         East     Units Scale Factor Converg.
 KP0354;SPC NV E     - 8,501,126.345   261,936.411   MT  0.99994722   +0 27 15.3
 KP0354;SPC NV E     -27,890,778.68    859,369.71   sFT  0.99994722   +0 27 15.3
 KP0354;UTM  11      - 4,348,221.391   684,140.923   MT  1.00001751   +1 21 04.4
 KP0354
 KP0354                          SUPERSEDED SURVEY CONTROL
 KP0354
 KP0354  NAD 83(1994)-  39 15 49.63806(N)    114 51 56.19576(W) AD(       ) 4
 KP0354  NAD 83(1986)-  39 15 49.63574(N)    114 51 56.19118(W) AD(       ) 4
 KP0354  NAD 27      -  39 15 49.85107(N)    114 51 53.13399(W) AD(       ) 3
 KP0354
 KP0354.Superseded values are not recommended for survey control.
 KP0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0354.See file dsdata.txt to determine how the superseded data were derived.
 KP0354
 KP0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD8414148221(NAD 83)
 KP0354_MARKER: 42 = RADIO/TV MAST
 KP0354
 KP0354  HISTORY     - Date     Condition        Report By
 KP0354  HISTORY     - 1954     FIRST OBSERVED   CGS
 KP0354  HISTORY     - 1964     GOOD             CGS
 KP0354  HISTORY     - 1967     GOOD             CGS
 KP0354  HISTORY     - 1974     GOOD             NGS
 KP0354  HISTORY     - 1979     GOOD             NGS
 KP0354
 KP0354                          STATION DESCRIPTION
 KP0354
 KP0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DVS)
 KP0354'RECOVERED IN GOOD CONDITION.
 KP0354
 KP0354                          STATION RECOVERY (1967)
 KP0354
 KP0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0354'THE TOP OF A RED AND WHITE PAINTED LACED STEEL MAST WHICH IS
 KP0354'ABOUT 204 FEET HIGH AND ABOUT 2.0 MILE NORTHEAST OF ELY.
 KP0354'
 KP0354'TO REACH FROM THE POST OFFICE IN ELY.  GO NORTH ON FIFTH STREET
 KP0354'FOR 0.05 MILE TO U.S. HIGHWAY 6.  TURN RIGHT, EAST, ON U.S.
 KP0354'HIGHWAY 6 FOR 0.75 MILE TO OGDEN AVENUE ON THE LEFT.  TURN LEFT,
 KP0354'NORTH, ON OGDEN AVENUE, FOR 0.8 MILE TO A RAILROAD CROSSING.
 KP0354'CONTINUE AHEAD, NORTH, FOR 0.25 MILE TO A GRAVEL SIDE ROAD
 KP0354'RIGHT.  TURN RIGHT, EAST, FOR 0.45 MILE TO A GRAVEL SIDE ROAD
 KP0354'RIGHT.  TURN RIGHT, SOUTH, FOR 0.2 MILE TO THE RADIO STATION
 KP0354'BUILDING AND THE MAST ABOUT 200 FEET SOUTHWEST OF THE
 KP0354'BUILDING.
 KP0354
 KP0354                          STATION RECOVERY (1974)
 KP0354
 KP0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 KP0354'ELY RADIO STATION KELY MAST WAS RECOVERED AS DESCRIBED.
 KP0354'
 KP0354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 KP0354'NORTHEAST OF ELY.
 KP0354
 KP0354                          STATION RECOVERY (1979)
 KP0354
 KP0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 KP0354'STATION RECOVERED AS DESCRIBED.
 KP0354'
 KP0354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN EAST ELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0348 ***********************************************************************
 HP0348  DESIGNATION -  ELY SPRINGS
 HP0348  PID         -  HP0348
 HP0348  STATE/COUNTY-  NV/LINCOLN
 HP0348  USGS QUAD   -  DEADMAN SPRING NE (1970)
 HP0348
 HP0348                         *CURRENT SURVEY CONTROL
 HP0348  ___________________________________________________________________
 HP0348* NAD 83(1994)-  37 54 07.68414(N)    114 47 13.61523(W)     ADJUSTED  
 HP0348* NAVD 88     -      1418.07   (+/-2cm)    4652.5    (feet)  VERTCON   
 HP0348  ___________________________________________________________________
 HP0348  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 HP0348  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 HP0348
 HP0348  HORZ ORDER  -  FIRST
 HP0348  VERT ORDER  -  THIRD ? (See Below)
 HP0348
 HP0348.The horizontal coordinates were established by classical geodetic methods
 HP0348.and adjusted by the National Geodetic Survey in June 1998..
 HP0348
 HP0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0348.The vertical order pertains to the NGVD 29 superseded value.
 HP0348
 HP0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0348
 HP0348.The geoid height was determined by GEOID03.
 HP0348
 HP0348;                    North         East     Units Scale Factor Converg.
 HP0348;SPC NV E     - 8,350,040.963   270,020.177   MT  0.99996037   +0 29 20.9
 HP0348;SPC NV E     -27,395,092.73    885,891.20   sFT  0.99996037   +0 29 20.9
 HP0348;UTM  11      - 4,197,265.400   694,555.248   MT  1.00006622   +1 21 35.4
 HP0348
 HP0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0348!SPC NV E     -   0.99978127  x   0.99996037  =   0.99974165
 HP0348!UTM  11      -   0.99978127  x   1.00006622  =   0.99984748
 HP0348
 HP0348:                Primary Azimuth Mark                     Grid Az
 HP0348:SPC NV E     -  ELY SPRINGS AZ MK                        095 37 50.1
 HP0348:UTM  11      -  ELY SPRINGS AZ MK                        094 45 35.6
 HP0348
 HP0348|---------------------------------------------------------------------|
 HP0348| PID    Reference Object                     Distance      Geod. Az  |
 HP0348|                                                           dddmmss.s |
 HP0348| DD4960 ELY SPRINGS AZ MK                                  0960711.0 |
 HP0348| DD4961 ELY SPRINGS RM 1                     15.950 METERS 13553     |
 HP0348| DD4962 ELY SPRINGS RM 2                     14.324 METERS 21551     |
 HP0348| HP0350 WEST LAVA CAIRN                     APPROX.12.2 KM 3090150.8 |
 HP0348|---------------------------------------------------------------------|
 HP0348
 HP0348                          SUPERSEDED SURVEY CONTROL
 HP0348
 HP0348  NAD 83(1994)-  37 54 07.68407(N)    114 47 13.61510(W) AD(       ) 1
 HP0348  NAD 83(1986)-  37 54 07.67406(N)    114 47 13.61368(W) AD(       ) 1
 HP0348  NAD 27      -  37 54 07.80900(N)    114 47 10.58500(W) AD(       ) 1
 HP0348  NGVD 29 (07/19/86) 1417.06   (m)         4649.1    (f) LEVELING    3  
 HP0348
 HP0348.Superseded values are not recommended for survey control.
 HP0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0348.See file dsdata.txt to determine how the superseded data were derived.
 HP0348
 HP0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB9455597265(NAD 83)
 HP0348_MARKER: DS = TRIANGULATION STATION DISK
 HP0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0348
 HP0348  HISTORY     - Date     Condition        Report By
 HP0348  HISTORY     - 1944     MONUMENTED       CGS
 HP0348  HISTORY     - 1954     GOOD             CGS
 HP0348  HISTORY     - 1968     GOOD             CGS
 HP0348  HISTORY     - 1969     GOOD             CGS
 HP0348
 HP0348                          STATION DESCRIPTION
 HP0348
 HP0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0348'STATION IS LOCATED IN DRY LAKE VALLEY, ABOUT 24 MILES (AIR LINE)
 HP0348'NW OF CALIENTE, ABOUT 18 MILES (AIR LINE) W OF PIOCHE, AND 4 MILES
 HP0348'(AIR LINE) WNW OF ELY SPRINGS RANCH.  IT IS ON THE S SIDE OF
 HP0348'ROAD WHICH LEADS W ACROSS THE FLATS FROM THE N FENCE LINE OF THE
 HP0348'ELY SPRINGS RANCH.
 HP0348'
 HP0348'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 HP0348'POST PROJECTING ABOUT 2 INCHES AND IS STAMPED ELY SPRINGS 1944.
 HP0348'IT IS 34 FEET S OF THE CENTER LINE OF ROAD AND 9.2 FEET WSW OF
 HP0348'A WHITE WITNESS POST.
 HP0348'
 HP0348'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A ROUND
 HP0348'CONCRETE POST PROJECTING ABOUT 3 INCHES AND IS STAMPED ELY
 HP0348'SPRINGS NO 1 1944.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 HP0348'STATION MARK.
 HP0348'
 HP0348'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 HP0348'CONCRETE POST PROJECTING ABOUT 4 INCHES AND IS STAMPED ELY
 HP0348'SPRINGS NO 2 1944.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 HP0348'STATION MARK.
 HP0348'
 HP0348'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 HP0348'A BOULDER WHICH PROJECTS ABOUT 8 INCHES AND IS STAMPED ELY
 HP0348'SPRINGS 1944.  IT IS 0.15 MILE W OF FENCE CORNER MENTIONED
 HP0348'BELOW, 148 FEET N OF THE N FENCE LINE OF THE ELY SPRINGS RANCH,
 HP0348'98 FEET N OF THE ROAD WHICH RUNS ALONG THE N SIDE OF THE FENCE,
 HP0348'AND 3.8 FEET NW OF A WHITE WITNESS POST.
 HP0348'
 HP0348'TO REACH STATION FROM CALIENTE, GO N ON U.S. HIGHWAY 93 FOR
 HP0348'14 MILES TO THE BENNETT PASS ROAD WHICH GOES W FROM THE ROAD
 HP0348'JUNCTION AND SERVICE STATION 1 MILE W OF PANACA.  TAKE GRADED
 HP0348'DIRT ROAD W FOR 10.6 MILES TO WHERE THE ROAD FORKS 1/4 MILE
 HP0348'BEFORE REACHING POWER-TRANSMISSION LINE.  TAKE LEFT FORK ON
 HP0348'BLADED ROAD W FOR 1.8 MILES, KEEP RIGHT FORK FOR 3.3 MILES,
 HP0348'FOLLOWING MAIN TRACK ROAD THROUGH CANYON TO ROAD FORKS AND
 HP0348'THE AZIMUTH MARK FOR STATION POWER.  HERE TAKE RIGHT FORK,
 HP0348'LEAVING POWER-TRANSMISSION LINE AND FOLLOWING MAIN TRACK ROAD
 HP0348'NW FOR 9.1 MILES TO THE ELY SPRINGS RANCH.  CIRCLE TO THE
 HP0348'RIGHT AROUND THE OUTSIDE OF THE RANCH YARD, THEN GO N ALONG
 HP0348'THE E SIDE OF FENCE LINE FOR 0.6 MILE TO A GATE AND FENCE
 HP0348'CORNER.  TURN LEFT (W) ON ROAD ACROSS FLATS FOR 3.9 MILES TO
 HP0348'STATION ON LEFT (S) SIDE OF ROAD.
 HP0348
 HP0348                          STATION RECOVERY (1954)
 HP0348
 HP0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0348'RECOVERED.  THE STATION, BOTH REFERENCE MARKS, AND AZIMUTH
 HP0348'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DESCRIPTION
 HP0348'IS ADEQUATE AND CORRECT.
 HP0348
 HP0348                          STATION RECOVERY (1968)
 HP0348
 HP0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CND)
 HP0348'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HP0348'DUE TO ROAD CHANGES, A COMPLETE DESCRIPTION FOLLOWS--
 HP0348'
 HP0348'THE STATION IS LOCATED IN DRY LAKE VALLEY, ABOUT 24 MILES
 HP0348'NORTHWEST OF CALIENTE AND 18 MILES WEST OF PIOCHE.
 HP0348'
 HP0348'TO REACH THE STATION FROM THE POST OFFICE IN PIOCHE, GO WEST ON
 HP0348'STATE ROUTE 25 FOR 1.15 MILES TO U.S. HIGHWAY 93.  TURN RIGHT
 HP0348'AND GO NORTH ON U.S. HIGHWAY 93 FOR 5.55 MILES TO A SIDE ROAD
 HP0348'LEFT.  TURN LEFT AND GO NORTH AND NORTHWEST ON A SURFACED ROAD
 HP0348'FOR 7.4 MILES TO A SIDE ROAD LEFT AND SIGN PAN AMERICAN MINE.
 HP0348'TURN SHARP LEFT, AS PER SIGN, AND GO SOUTH, WEST AND NORTHWEST
 HP0348'ON A GRAVELED ROAD FOR 13.25 MILES TO A SIDE ROAD LEFT AND
 HP0348'SIGN HERSHEY RANCH.  TURN LEFT, AS PER SIGN, AND GO WEST ON A
 HP0348'BLADED ROAD FOR 8.65 MILES TO A CROSSROAD AT THE HERSHEY
 HP0348'RANCH.  TURN RIGHT AND GO NORTH FOR 0.5 MILE TO TWO GATES IN A
 HP0348'FENCE CORNER.  PASS THROUGH BOTH GATES AND GO WEST FOR 0.05
 HP0348'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR
 HP0348'3.8 MILES TO THE STATION ON THE LEFT.
 HP0348'
 HP0348'THE STATION MARK, STAMPED ELY SPRINGS 1944, IS A STANDARD
 HP0348'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 HP0348'PROJECTS 3 INCHES.
 HP0348'
 HP0348'REFERENCE MARK NO. 1, STAMPED ELY SPRINGS NO 1 1944, IS A
 HP0348'STANDARD DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 HP0348'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES.
 HP0348'
 HP0348'REFERENCE MARK NO. 2, STAMPED ELY SPRINGS NO 2 1944, IS A
 HP0348'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST
 HP0348'THAT PROJECTS 4 INCHES.
 HP0348'
 HP0348'THE AZIMUTH MARK, STAMPED ELY SPRINGS 1944, IS A STANDARD DISK
 HP0348'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES.
 HP0348
 HP0348                          STATION RECOVERY (1969)
 HP0348
 HP0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 HP0348'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HP0348'CONDITION AS DESCRIBED IN THE 1968 DESCRIPTION.
 HP0348'
 HP0348'THIS STATION WAS VISITED BY A LIGHTKEEPER ONLY.
 HP0348'
 HP0348'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES
 HP0348'WEST OF PIOCHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0265 ***********************************************************************
 KP0265  DESIGNATION -  ELY WEST BASE
 KP0265  PID         -  KP0265
 KP0265  STATE/COUNTY-  NV/WHITE PINE
 KP0265  USGS QUAD   -  MAJORS PLACE (1993)
 KP0265
 KP0265                         *CURRENT SURVEY CONTROL
 KP0265  ___________________________________________________________________
 KP0265* NAD 83(1994)-  39 01 32.70987(N)    114 34 45.28382(W)     ADJUSTED  
 KP0265* NAVD 88     -      1971.594  (meters)    6468.47   (feet)  ADJUSTED  
 KP0265  ___________________________________________________________________
 KP0265  X           -  -2,064,384.837 (meters)                     COMP
 KP0265  Y           -  -4,513,326.236 (meters)                     COMP
 KP0265  Z           -   3,995,766.907 (meters)                     COMP
 KP0265  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 KP0265  ELLIP HEIGHT-        1950.96  (meters)          (06/11/98) GPS OBS
 KP0265  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 KP0265  DYNAMIC HT  -        1969.454 (meters)    6461.45  (feet)  COMP
 KP0265  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 KP0265
 KP0265  HORZ ORDER  -  FIRST
 KP0265  VERT ORDER  -  FIRST     CLASS II
 KP0265  ELLP ORDER  -  FOURTH    CLASS I
 KP0265
 KP0265.The horizontal coordinates were established by classical geodetic methods
 KP0265.and adjusted by the National Geodetic Survey in June 1998..
 KP0265
 KP0265.The orthometric height was determined by differential leveling
 KP0265.and adjusted by the National Geodetic Survey in June 1991..
 KP0265
 KP0265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KP0265
 KP0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0265
 KP0265.The ellipsoidal height was determined by GPS observations
 KP0265.and is referenced to NAD 83.
 KP0265
 KP0265.The geoid height was determined by GEOID03.
 KP0265
 KP0265.The dynamic height is computed by dividing the NAVD 88
 KP0265.geopotential number by the normal gravity value computed on the
 KP0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0265.degrees latitude (g = 980.6199 gals.).
 KP0265
 KP0265.The modeled gravity was interpolated from observed gravity values.
 KP0265
 KP0265;                    North         East     Units Scale Factor Converg.
 KP0265;SPC NV E     - 8,474,936.878   286,941.216   MT  0.99999304   +0 37 56.2
 KP0265;SPC NV E     -27,804,855.41    941,406.31   sFT  0.99999304   +0 37 56.2
 KP0265;UTM  11      - 4,322,422.775   709,554.415   MT  1.00014075   +1 31 29.4
 KP0265
 KP0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0265!SPC NV E     -   0.99969400  x   0.99999304  =   0.99968704
 KP0265!UTM  11      -   0.99969400  x   1.00014075  =   0.99983470
 KP0265
 KP0265:                Primary Azimuth Mark                     Grid Az
 KP0265:SPC NV E     -  OSCEOLA MINE SILVER TANK                 064 09 34.0
 KP0265:UTM  11      -  OSCEOLA MINE SILVER TANK                 063 16 00.8
 KP0265
 KP0265|---------------------------------------------------------------------|
 KP0265| PID    Reference Object                     Distance      Geod. Az  |
 KP0265|                                                           dddmmss.s |
 KP0265| KP0324 OSCEOLA MINE SILVER TANK            APPROX.17.4 KM 0644730.2 |
 KP0265| KP0325 CRYSTAL QUEEN MINE ELEV SHAFT       APPROX.12.1 KM 0650855.0 |
 KP0265| DD5816 ELY WEST BASE RM 1                   28.651 METERS 18321     |
 KP0265| KP0338 MAJORS PLACE E END HIGH ROOF        319.973 METERS 24851     |
 KP0265| DD5817 ELY WEST BASE RM 2                   18.486 METERS 25209     |
 KP0265| KP0264 ELY WEST BASE AZ MK                                2680240.9 |
 KP0265|---------------------------------------------------------------------|
 KP0265
 KP0265                          SUPERSEDED SURVEY CONTROL
 KP0265
 KP0265  NAD 83(1994)-  39 01 32.70988(N)    114 34 45.28383(W) AD(       ) 1
 KP0265  NAD 83(1986)-  39 01 32.70839(N)    114 34 45.29185(W) AD(       ) 1
 KP0265  NAD 27      -  39 01 32.91000(N)    114 34 42.27200(W) AD(       ) 1
 KP0265  NGVD 29 (07/19/86) 1970.32   (m)         6464.3    (f) LEVELING    3  
 KP0265
 KP0265.Superseded values are not recommended for survey control.
 KP0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0265.See file dsdata.txt to determine how the superseded data were derived.
 KP0265
 KP0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD0955422423(NAD 83)
 KP0265_MARKER: DS = TRIANGULATION STATION DISK
 KP0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0265_SP_SET: CONCRETE POST
 KP0265_STAMPING: ELY WEST BASE 1944
 KP0265_MARK LOGO: CGS   
 KP0265_PROJECTION: PROJECTING 20 CENTIMETERS
 KP0265_MAGNETIC: N = NO MAGNETIC MATERIAL
 KP0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0265+STABILITY: SURFACE MOTION
 KP0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0265+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1992
 KP0265
 KP0265  HISTORY     - Date     Condition        Report By
 KP0265  HISTORY     - 1944     MONUMENTED       CGS
 KP0265  HISTORY     - 1944     GOOD             CGS
 KP0265  HISTORY     - 1946     GOOD             USGS
 KP0265  HISTORY     - 1950     GOOD             USGS
 KP0265  HISTORY     - 1957     GOOD             USGS
 KP0265  HISTORY     - 1973     GOOD             USGS
 KP0265  HISTORY     - 1984     GOOD             NGS
 KP0265  HISTORY     - 19920707 GOOD             NOS
 KP0265
 KP0265                          STATION DESCRIPTION
 KP0265
 KP0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 KP0265'STATION IS LOCATED 0.15 MILE E OF THE JUNCTION OF U.S. HIGHWAYS
 KP0265'6 AND 93 ABOUT 27 MILES SE OF ELY.
 KP0265'
 KP0265'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE
 KP0265'POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND AND IS STAMPED
 KP0265'ELY WEST BASE 1944.  UNDERGROUND MARK IS A BRONZE DISK SET
 KP0265'IN CONCRETE.  STATION IS 54.1 FEET SSE OF THE CENTER LINE OF
 KP0265'U.S. HIGHWAY 6 AND 362.3 FEET N OF THE CENTER LINE OF U.S.
 KP0265'HIGHWAY 93.
 KP0265'
 KP0265'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A
 KP0265'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 KP0265'IT IS ABOUT 18 INCHES LOWER IN ELEVATION THAN THE STATION
 KP0265'MARK AND IS STAMPED ELY WEST BASE NO 1 1944.
 KP0265'
 KP0265'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 KP0265'POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND IS STAMPED
 KP0265'ELY WEST BASE NO 2 1944.  IT IS ABOUT 16 INCHES HIGHER IN
 KP0265'ELEVATION THAN THE STATION MARK AND IS 51.5 FEET SSE OF U.S.
 KP0265'HIGHWAY 6.
 KP0265'
 KP0265'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK ABOUT
 KP0265'2 FEET W OF THE EDGE OF AN 8-INCH LEDGE, ABOUT 16 FEET WNW
 KP0265'OF A WITNESS POST, AND 96 PACES N OF U.S. HIGHWAY 6 AND 93.
 KP0265'IT IS STAMPED ELY WEST BASE 1944.
 KP0265'
 KP0265'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 KP0265
 KP0265                          STATION RECOVERY (1944)
 KP0265
 KP0265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 KP0265'ALL MARKS IN GOOD CONDITION.
 KP0265'
 KP0265'STATION MARK  A BRONZE STATION DISK--STAMPED ELY WEST BASE 1944--,
 KP0265'SET IN A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 KP0265
 KP0265                          STATION RECOVERY (1946)
 KP0265
 KP0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 KP0265'RECOVERED AS DESCRIBED BY NGS IN 1944 IN DESCRIPTION LIST 39 114
 KP0265'3, STATION 1007.
 KP0265
 KP0265                          STATION RECOVERY (1950)
 KP0265
 KP0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KP0265'RECOVERED AS DESCRIBED BY NGS.
 KP0265
 KP0265                          STATION RECOVERY (1957)
 KP0265
 KP0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KP0265'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 KP0265
 KP0265                          STATION RECOVERY (1973)
 KP0265
 KP0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KP0265'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 KP0265
 KP0265                          STATION RECOVERY (1984)
 KP0265
 KP0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0265'58.0 KM (36.2 MI) WEST FROM BAKER.
 KP0265'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0265'OFFICE AT BAKER, THENCE 49.35 KM (30.8 MI) WEST ALONG US HIGHWAYS 6
 KP0265'AND 50, 0.25 KM (0.15 MI) NORTHEAST OF THE JUNCTION OF US HIGHWAY 93,
 KP0265'0.1 KM (0.05 MI) NORTHEAST OF MILEPOST 65, 16.4 METERS (54 FT)
 KP0265'SOUTHEAST OF THE CENTERLINE OF US HIGHWAYS 6 AND 50, 110.3 METERS
 KP0265'(362 FT) NORTH OF THE CENTERLINE OF US HIGHWAY 93, 28.6 METERS (94 FT)
 KP0265'NORTHWEST OF RM 1 AND 18.5 METERS (60.5 FT) NORTHEAST OF RM 2.
 KP0265'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 KP0265'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 KP0265
 KP0265                          STATION RECOVERY (1992)
 KP0265
 KP0265'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 KP0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0264 ***********************************************************************
 KP0264  DESIGNATION -  ELY WEST BASE AZ MK
 KP0264  PID         -  KP0264
 KP0264  STATE/COUNTY-  NV/WHITE PINE
 KP0264  USGS QUAD   -  MAJORS PLACE (1993)
 KP0264
 KP0264                         *CURRENT SURVEY CONTROL
 KP0264  ___________________________________________________________________
 KP0264* NAD 83(1986)-  39 01 32.     (N)    114 35 04.     (W)     SCALED    
 KP0264* NAVD 88     -      1994.005  (meters)    6542.00   (feet)  ADJUSTED  
 KP0264  ___________________________________________________________________
 KP0264  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 KP0264  DYNAMIC HT  -        1991.837 (meters)    6534.89  (feet)  COMP
 KP0264  MODELED GRAV-     979,469.3   (mgal)                       NAVD 88
 KP0264
 KP0264  VERT ORDER  -  FIRST     CLASS II
 KP0264
 KP0264.The horizontal coordinates were scaled from a topographic map and have
 KP0264.an estimated accuracy of +/- 6 seconds.
 KP0264
 KP0264.The orthometric height was determined by differential leveling
 KP0264.and adjusted by the National Geodetic Survey in June 1991..
 KP0264
 KP0264.The geoid height was determined by GEOID03.
 KP0264
 KP0264.The dynamic height is computed by dividing the NAVD 88
 KP0264.geopotential number by the normal gravity value computed on the
 KP0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0264.degrees latitude (g = 980.6199 gals.).
 KP0264
 KP0264.The modeled gravity was interpolated from observed gravity values.
 KP0264
 KP0264;                    North         East    Units  Estimated Accuracy
 KP0264;SPC NV E     - 8,474,910.      286,490.      MT  (+/- 180 meters Scaled)
 KP0264
 KP0264                          SUPERSEDED SURVEY CONTROL
 KP0264
 KP0264.No superseded survey control is available for this station.
 KP0264
 KP0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD091223(NAD 83)
 KP0264_MARKER: DZ = AZIMUTH MARK DISK
 KP0264_SETTING: 66 = SET IN ROCK OUTCROP
 KP0264_SP_SET: ROCK OUTCROP
 KP0264_STAMPING: ELY WEST BASE 1944
 KP0264_MARK LOGO: CGS   
 KP0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0264+STABILITY: POSITION/ELEVATION WELL
 KP0264
 KP0264  HISTORY     - Date     Condition        Report By
 KP0264  HISTORY     - 1944     MONUMENTED       CGS
 KP0264  HISTORY     - 1984     GOOD             NGS
 KP0264
 KP0264                          STATION DESCRIPTION
 KP0264
 KP0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0264'42.2 KM (26.6 MI) SE FROM ELY.
 KP0264'42.25 KM (26.65 MI) SOUTHEAST ALONG US HIGHWAYS 6, 93 AND 50 FROM THE
 KP0264'JUNCTION OF US HIGHWAYS 6 AND 93 AT ELY, IN TOP OF AND 2.4 METERS
 KP0264'(8 FT) NORTH OF THE SOUTH END OF A 2 BY 16 FOOT PORTION OF LIMESTONE
 KP0264'OUTCROP PROJECTING 8-INCHES ABOVE THE SURFACE OF THE GROUND ON ITS
 KP0264'EAST SIDE, 0.35 KM (0.2 MI) WEST OF MILEPOST 65, 0.2 KM (0.1 MI) WEST
 KP0264'OF THE JUNCTION OF US HIGHWAY 93 LEADING SOUTH, 77.7 METERS (255 FT)
 KP0264'NORTH OF THE HIGHWAY CENTERLINE, 55.1 METERS (181 FT) NORTH OF THE
 KP0264'RIGHT OF WAY FENCE AND 0.5 METER (1.5 FT) WEST OF THE EAST EDGE OF THE
 KP0264'ROCK.
 KP0264'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1384 ***********************************************************************
 FS1384  DESIGNATION -  EMBLEM
 FS1384  PID         -  FS1384
 FS1384  STATE/COUNTY-  NV/CLARK
 FS1384  USGS QUAD   -  SLOAN SE (1989)
 FS1384
 FS1384                         *CURRENT SURVEY CONTROL
 FS1384  ___________________________________________________________________
 FS1384* NAD 83(1994)-  35 45 40.84059(N)    115 00 21.77476(W)     ADJUSTED  
 FS1384* NAVD 88     -       595.8    (meters)    1955.     (feet)  VERTCON   
 FS1384  ___________________________________________________________________
 FS1384  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FS1384  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FS1384
 FS1384  HORZ ORDER  -  THIRD
 FS1384
 FS1384.The horizontal coordinates were established by classical geodetic methods
 FS1384.and adjusted by the National Geodetic Survey in June 1998..
 FS1384
 FS1384.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1384
 FS1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1384
 FS1384.The geoid height was determined by GEOID03.
 FS1384
 FS1384;                    North         East     Units Scale Factor Converg.
 FS1384;SPC NV E     - 8,112,346.375   252,201.561   MT  0.99993357   +0 20 14.6
 FS1384;SPC NV E     -26,615,256.40    827,431.29   sFT  0.99993357   +0 20 14.6
 FS1384;UTM  11      - 3,959,312.129   680,261.638   MT  1.00000042   +1 09 56.2
 FS1384
 FS1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1384!SPC NV E     -   0.99991101  x   0.99993357  =   0.99984459
 FS1384!UTM  11      -   0.99991101  x   1.00000042  =   0.99991143
 FS1384
 FS1384                          SUPERSEDED SURVEY CONTROL
 FS1384
 FS1384  NAD 83(1992)-  35 45 40.83948(N)    115 00 21.77628(W) AD(1991.35) 3
 FS1384  NAD 83(1992)-  35 45 40.84045(N)    115 00 21.77594(W) AD(       ) 3
 FS1384  NAD 83(1992)-  35 45 40.83865(N)    115 00 21.77611(W) AD(       ) 3
 FS1384  NAD 83(1986)-  35 45 40.83692(N)    115 00 21.76509(W) AD(       ) 3
 FS1384  NGVD 29 (05/21/91)  595.0    (m)         1952.     (f) VERT ANG       
 FS1384
 FS1384.Superseded values are not recommended for survey control.
 FS1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1384.See file dsdata.txt to determine how the superseded data were derived.
 FS1384
 FS1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV8026259312(NAD 83)
 FS1384_MARKER: DS = TRIANGULATION STATION DISK
 FS1384_SETTING: 80 = SET IN A BOULDER
 FS1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1384+STABILITY: SURFACE MOTION
 FS1384
 FS1384  HISTORY     - Date     Condition        Report By
 FS1384  HISTORY     - 1958     MONUMENTED       USGS
 FS1384
 FS1384                          STATION DESCRIPTION
 FS1384
 FS1384'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FS1384'LOCATED ABOUT 17 MI SW. OF BOULDER CITY, 12 MI NW. OF NELSON, 0.6
 FS1384'MI W. OF N.-S. POWER LINE.
 FS1384'
 FS1384'TO REACH FROM JCT. OF U.S. HWYS. 466 AND 93 WITH U.S. HWY. 95 AT
 FS1384'RAILROAD PASS, DRIVE 7.9 MI S. ON U.S. HWY. 95 TO SECOND POWER
 FS1384'LINE.  TURN RIGHT ALONG POWER LINE RD. 4.5 MI TO X-RDS.  TURN LEFT
 FS1384'3.3 MI ALONG POWER LINE RD.  TURN LEFT 0.6 MI E. CROSS-COUNTRY TO
 FS1384'STATION.
 FS1384'
 FS1384'STATION MARK--STANDARD TABLET STAMPED---EMBLEM 1958---, CEMENTED IN
 FS1384'TOP OF BURIED ROCK FLUSH WITH GROUND.
 FS1384'
 FS1384'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0895 ***********************************************************************
 LR0895  DESIGNATION -  EMIGRANT
 LR0895  PID         -  LR0895
 LR0895  STATE/COUNTY-  NV/EUREKA
 LR0895  USGS QUAD   -  EMIGRANT PASS (1986)
 LR0895
 LR0895                         *CURRENT SURVEY CONTROL
 LR0895  ___________________________________________________________________
 LR0895* NAD 83(1994)-  40 39 10.33920(N)    116 16 27.40162(W)     ADJUSTED  
 LR0895* NAVD 88     -      1908.5    (meters)    6261.     (feet)  VERTCON   
 LR0895  ___________________________________________________________________
 LR0895  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 LR0895  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 LR0895
 LR0895  HORZ ORDER  -  SECOND
 LR0895
 LR0895.The horizontal coordinates were established by classical geodetic methods
 LR0895.and adjusted by the National Geodetic Survey in June 1998..
 LR0895
 LR0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0895
 LR0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0895
 LR0895.The geoid height was determined by GEOID03.
 LR0895
 LR0895;                    North         East     Units Scale Factor Converg.
 LR0895;SPC NV E     - 8,655,330.220   141,568.933   MT  0.99994201   -0 27 00.5
 LR0895;SPC NV E     -28,396,695.90    464,464.07   sFT  0.99994201   -0 27 00.5
 LR0895;UTM  11      - 4,500,476.868   561,353.650   MT  0.99964633   +0 28 22.1
 LR0895
 LR0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0895!SPC NV E     -   0.99970373  x   0.99994201  =   0.99964575
 LR0895!UTM  11      -   0.99970373  x   0.99964633  =   0.99935016
 LR0895
 LR0895|---------------------------------------------------------------------|
 LR0895| PID    Reference Object                     Distance      Geod. Az  |
 LR0895|                                                           dddmmss.s |
 LR0895| DD5818 EMIGRANT RM 1                        13.307 METERS 03037     |
 LR0895| LR0082 EMIGRANT AZ MK                                     0444409.0 |
 LR0895| LR0084 P 87                                               2722659.7 |
 LR0895| DD5819 EMIGRANT RM 2                        29.380 METERS 29706     |
 LR0895|---------------------------------------------------------------------|
 LR0895
 LR0895                          SUPERSEDED SURVEY CONTROL
 LR0895
 LR0895  NAD 83(1986)-  40 39 10.34284(N)    116 16 27.39493(W) AD(       ) 2
 LR0895  NAD 27      -  40 39 10.64490(N)    116 16 24.10360(W) AD(       ) 2
 LR0895  NGVD 29 (07/19/86) 1907.4    (m)         6258.     (f) VERT ANG       
 LR0895
 LR0895.Superseded values are not recommended for survey control.
 LR0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0895.See file dsdata.txt to determine how the superseded data were derived.
 LR0895
 LR0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF6135400477(NAD 83)
 LR0895_MARKER: DS = TRIANGULATION STATION DISK
 LR0895_SETTING: 0 = UNSPECIFIED SETTING
 LR0895
 LR0895  HISTORY     - Date     Condition        Report By
 LR0895  HISTORY     - 1958     MONUMENTED       CGS
 LR0895
 LR0895                          STATION DESCRIPTION
 LR0895
 LR0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0895'THE STATION IS 0.15 MILE SOUTH OF THE SUMMIT OF EMIGRANT PASS
 LR0895'AND 96 FEET SOUTH-SOUTHEAST OF THE NEVADA HIGHWAY DEPARTMENT
 LR0895'RADIO RELAY STATION.  IT IS SET IN THE CENTER OF AN ABANDONED
 LR0895'BASE OF A CAA BEACON TOWER.
 LR0895'
 LR0895'THE STATION MARK IS SET IN A DRILL HOLE IN THE CENTER OF A 12 BY
 LR0895'12 FOOT CONCRETE FOUNDATION FORMALLY USED BY THE CAA FOR AN
 LR0895'AIRWAY BEACON.  IT IS SET FLUSH AND STAMPED EMIGRANT 1958.
 LR0895'
 LR0895'REFERENCE MARK 1 IS A STANDARD DISK SET IN A CYLINDRICAL CONCRETE
 LR0895'POST PROJECTING 3 INCHES AND STAMPED EMIGRANT NO 1 1958.
 LR0895'
 LR0895'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE ON THE
 LR0895'TOP OF AND NEAR THE CENTER OF THE SOUTHEAST EDGE OF THE CONCRETE
 LR0895'ROOF OF THE RADIO RELAY STATION BUILDING.  IT IS SET FLUSH AND
 LR0895'STAMPED EMIGRANT NO 2 1958.
 LR0895'
 LR0895'THE AZIMUTH MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL
 LR0895'HOLE IN A BOULDER 0.25 MILE EASTERLY ALONG U.S. HIGHWAY 40 FROM
 LR0895'THE SUMMIT OF EMIGRANT PASS, 75 FEET NORTH OF THE CENTER LINE
 LR0895'OF THE HIGHWAY, 30 FEET SOUTH-SOUTHWEST OF A LARGE SIGN AND 4
 LR0895'FEET SOUTH OF THE RIGHT OF WAY FENCE LINE.  IT IS STAMPED
 LR0895'EMIGRANT 1958.
 LR0895'
 LR0895'A STANDARD BENCH MARK DISK WAS USED FOR AN ADDITIONAL MARK AND
 LR0895'IT IS 0.7 MILE WEST OF THE SUMMIT OF EMIGRANT PASS, 0.1 MILE
 LR0895'WEST OF A CAFE AND SERVICE STATION, 125 FEET NORTH OF THE CENTER
 LR0895'LINE OF THE HIGHWAY AND SET IN CEMENT IN A DRILL HOLE IN A
 LR0895'BOULDER 6 FEET SOUTH OF THE RIGHT OF WAY FENCE LINE.  IT IS
 LR0895'STAMPED P-87 1958.
 LR0895'
 LR0895'A 2 WHEEL DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0082 ***********************************************************************
 LR0082  DESIGNATION -  EMIGRANT AZ MK
 LR0082  PID         -  LR0082
 LR0082  STATE/COUNTY-  NV/EUREKA
 LR0082  USGS QUAD   -  EMIGRANT PASS (1986)
 LR0082
 LR0082                         *CURRENT SURVEY CONTROL
 LR0082  ___________________________________________________________________
 LR0082* NAD 83(1986)-  40 39 33.     (N)    116 15 57.     (W)     SCALED    
 LR0082* NAVD 88     -      1848.074  (meters)    6063.22   (feet)  ADJUSTED  
 LR0082  ___________________________________________________________________
 LR0082  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 LR0082  DYNAMIC HT  -        1846.461 (meters)    6057.93  (feet)  COMP
 LR0082  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 LR0082
 LR0082  VERT ORDER  -  FIRST     CLASS II
 LR0082
 LR0082.The horizontal coordinates were scaled from a topographic map and have
 LR0082.an estimated accuracy of +/- 6 seconds.
 LR0082
 LR0082.The orthometric height was determined by differential leveling
 LR0082.and adjusted by the National Geodetic Survey in June 1991..
 LR0082
 LR0082.The geoid height was determined by GEOID03.
 LR0082
 LR0082.The dynamic height is computed by dividing the NAVD 88
 LR0082.geopotential number by the normal gravity value computed on the
 LR0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0082.degrees latitude (g = 980.6199 gals.).
 LR0082
 LR0082.The modeled gravity was interpolated from observed gravity values.
 LR0082
 LR0082;                    North         East    Units  Estimated Accuracy
 LR0082;SPC NV E     - 8,656,020.      142,290.      MT  (+/- 180 meters Scaled)
 LR0082
 LR0082                          SUPERSEDED SURVEY CONTROL
 LR0082
 LR0082  NGVD 29 (??/??/92) 1846.916  (m)         6059.42   (f) ADJ UNCH    1 2
 LR0082
 LR0082.Superseded values are not recommended for survey control.
 LR0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0082.See file dsdata.txt to determine how the superseded data were derived.
 LR0082
 LR0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF620011(NAD 83)
 LR0082_MARKER: DZ = AZIMUTH MARK DISK
 LR0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0082_STAMPING: EMIGRANT 1958
 LR0082_MARK LOGO: CGS   
 LR0082_PROJECTION: PROJECTING 6 CENTIMETERS
 LR0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0082+STABILITY: SURFACE MOTION
 LR0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0082+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 LR0082
 LR0082  HISTORY     - Date     Condition        Report By
 LR0082  HISTORY     - 1958     MONUMENTED       CGS
 LR0082  HISTORY     - 1984     GOOD             NGS
 LR0082  HISTORY     - 20040512 GOOD             NVGS
 LR0082
 LR0082                          STATION DESCRIPTION
 LR0082
 LR0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0082'9.4 MI SW FROM CARLIN.
 LR0082'9.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF 10 TH
 LR0082'STREET AT CARLIN, 0.4 MILE EAST OF THE TOP OF EMIGRANT PASS, 95.5 FEET
 LR0082'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.5 FEET SOUTHEAST OF A
 LR0082'FENCE LINE, 3.5 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN, SET
 LR0082'IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 LR0082
 LR0082                          STATION RECOVERY (1984)
 LR0082
 LR0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0082'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.05 KM
 LR0082'(8.8 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF STATE
 LR0082'HIGHWAY 278 AT CARLIN, AT THE WEST END OF THE WEST BOUND ON RAMP FOR
 LR0082'THE PALISADE INTERCHANGE, 0.6 KM (0.4 MI) NORTHEAST OF THE EMIGRANT
 LR0082'PASS SUMMIT, 34.7 METERS (114 FT) NORTHWEST OF THE WEST BOUND HIGHWAY
 LR0082'CENTERLINE, 107.0 METERS (351 FT) WEST OF MILEPOST 271, 37.5 METERS
 LR0082'(123 FT) EAST OF THE NORTHEAST END OF A WOODEN BRACE IN THE RIGHT OF
 LR0082'WAY FENCE, 26.2 METERS (86 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE AND
 LR0082'23.0 METERS (75.5 FT) NORTHWEST OF THE NORTHEAST END OF A LONG STEEL
 LR0082'GUARD RAIL.
 LR0082'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 LR0082'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 LR0082
 LR0082                          STATION RECOVERY (2004)
 LR0082
 LR0082'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2004 (DRH)
 LR0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0994 ***********************************************************************
 HQ0994  DESIGNATION -  EMIGRANT PEAK
 HQ0994  PID         -  HQ0994
 HQ0994  STATE/COUNTY-  NV/ESMERALDA
 HQ0994  USGS QUAD   -  RHYOLITE RIDGE NW (1987)
 HQ0994
 HQ0994                         *CURRENT SURVEY CONTROL
 HQ0994  ___________________________________________________________________
 HQ0994* NAD 83(1994)-  37 57 36.87303(N)    117 53 55.69554(W)     ADJUSTED  
 HQ0994* NAVD 88     -      2070.5    (meters)    6793.     (feet)  VERTCON   
 HQ0994  ___________________________________________________________________
 HQ0994  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 HQ0994  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 HQ0994
 HQ0994  HORZ ORDER  -  SECOND
 HQ0994
 HQ0994.The horizontal coordinates were established by classical geodetic methods
 HQ0994.and adjusted by the National Geodetic Survey in June 1998..
 HQ0994
 HQ0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0994
 HQ0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0994
 HQ0994.The geoid height was determined by GEOID03.
 HQ0994
 HQ0994;                    North         East     Units Scale Factor Converg.
 HQ0994;SPC NV W     - 4,356,412.168   860,150.649   MT  0.99994455   +0 25 15.9
 HQ0994;SPC NV W     -14,292,662.25  2,822,010.92   sFT  0.99994455   +0 25 15.9
 HQ0994;UTM  11      - 4,201,784.814   421,044.003   MT  0.99967678   -0 33 10.4
 HQ0994
 HQ0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0994!SPC NV W     -   0.99967922  x   0.99994455  =   0.99962379
 HQ0994!UTM  11      -   0.99967922  x   0.99967678  =   0.99935610
 HQ0994
 HQ0994|---------------------------------------------------------------------|
 HQ0994| PID    Reference Object                     Distance      Geod. Az  |
 HQ0994|                                                           dddmmss.s |
 HQ0994| DA9044 EMIGRANT PEAK RM 1                    6.857 METERS 02853     |
 HQ0994| DA9043 EMIGRANT PEAK AZ MK                                1214247.0 |
 HQ0994| DA9045 EMIGRANT PEAK RM 2                    8.250 METERS 21158     |
 HQ0994|---------------------------------------------------------------------|
 HQ0994
 HQ0994                          SUPERSEDED SURVEY CONTROL
 HQ0994
 HQ0994  NAD 83(1992)-  37 57 36.86825(N)    117 53 55.69669(W) AD(       ) 2
 HQ0994  NAD 83(1986)-  37 57 36.87030(N)    117 53 55.69049(W) AD(       ) 2
 HQ0994  NAD 27      -  37 57 37.11600(N)    117 53 52.32300(W) AD(       ) 2
 HQ0994  NGVD 29 (07/19/86) 2069.3    (m)         6789.     (f) VERT ANG       
 HQ0994
 HQ0994.Superseded values are not recommended for survey control.
 HQ0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0994.See file dsdata.txt to determine how the superseded data were derived.
 HQ0994
 HQ0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC2104401785(NAD 83)
 HQ0994_MARKER: DS = TRIANGULATION STATION DISK
 HQ0994_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0994_PROJECTION: FLUSH
 HQ0994_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0994+STABILITY: POSITION/ELEVATION WELL
 HQ0994
 HQ0994  HISTORY     - Date     Condition        Report By
 HQ0994  HISTORY     - 1950     MONUMENTED       CGS
 HQ0994  HISTORY     - 1952     GOOD             CGS
 HQ0994  HISTORY     - 1957     GOOD             USE
 HQ0994  HISTORY     - 1962     GOOD             USGS
 HQ0994
 HQ0994                          STATION DESCRIPTION
 HQ0994
 HQ0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0994'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF COALDALE ON THE
 HQ0994'SUMMIT OF EMIGRANT PEAK WHICH IS A NARROW NORTH-SOUTH RIDGE.  THE
 HQ0994'MARK IS SET IN THE TOP OF AN OUTCROP THAT IS FLUSH WITH THE GROUND
 HQ0994'SURFACE.  IT IS STAMPED EMIGRANT PK 1950.
 HQ0994'
 HQ0994'REFERENCE MARK NUMBER 1 IS APPROXIMATELY 2 FEET LOWER THAN THE
 HQ0994'STATION MARK.  IT IS SET IN THE TOP OF AN OUTCROP THAT PROJECTS
 HQ0994'ABOUT 14 INCHES ABOVE THE GROUND SURFACE.  THE MARK IS STAMPED
 HQ0994'EMIGRANT PK NO 1 1950.
 HQ0994'
 HQ0994'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE STATION
 HQ0994'MARK.  IT IS SET IN THE TOP OF AN OUTCROP THAT PROJECTS ABOUT
 HQ0994'12 INCHES ABOVE THE GROUND SURFACE.  THE MARK IS STAMPED EMIGRANT
 HQ0994'PK NO 2 1950.
 HQ0994'
 HQ0994'THE AZIMUTH MARK IS LOCATED ENROUTE TO THE STATION. IT IS SET
 HQ0994'IN BEDROCK THAT PROJECTS ABOUT 12 FEET ON THE NORTHWEST SIDE AND
 HQ0994'ABOUT 3 FEET ON THE SOUTHEAST SIDE.  THE MARK IS 12 FEET NORTH
 HQ0994'OF A 1 X 1 INCH STAKE IN THE TOP OF A 2 FOOT CAIRN.  THE MARK IS
 HQ0994'STAMPED EMIGRANT PK 1950.
 HQ0994'
 HQ0994'THE STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 95 AND
 HQ0994'6 AND STATE HIGHWAY 47 BY GOING SOUTH ON STATE HIGHWAY 47 FOR
 HQ0994'0.7 MILE TO A DIRT ROAD RIGHT JUST AFTER CROSSING AN OLD RAILROAD
 HQ0994'BED.  TURN RIGHT (WESTERLY) AND GO 0.15 MILE TO A CROSSROAD.
 HQ0994'CONTINUE STRAIGHT AHEAD FOR 3.3 MILES TO A CROSSROAD.  CONTINUE
 HQ0994'STRAIGHT AHEAD FOR 2.3 MILES TO A TRACK ROAD RIGHT.  TURN RIGHT
 HQ0994'AND FOLLOW TRACK ROAD WEST NORTHWESTERLY FOR 2.0 MILES TO THE
 HQ0994'MOUTH OF A ROCKY CANYON AND THE END OF TRUCK TRAVEL.  FROM
 HQ0994'THIS POINT PACK WESTERLY TO THE TOP OF THE RIDGE.  TURN LEFT
 HQ0994'SOUTH AND PACK ALONG THE EAST SIDE OF A DRAW TO A SADDLE.  TURN
 HQ0994'RIGHT (SOUTHWESTERLY) AND CONTINUE, PASSING OVER A LOW
 HQ0994'HILL WHICH IS WEST OF A ROCKY POINT, FOR ABOUT 15 MINUTES TO
 HQ0994'THE AZIMUTH MARK ON THE EAST SLOPE OF RIDGE AS DESCRIBED
 HQ0994'ABOVE.  CONTINUE ALONG SIDE HILL THENCE CROSS A SMALL CANYON
 HQ0994'AND UP SLOPE TO THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND
 HQ0994'THE STATION AS DESCRIBED ABOVE.  A 1 HOUR AND 45 MINUTE PACK.
 HQ0994
 HQ0994                          STATION RECOVERY (1952)
 HQ0994
 HQ0994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 HQ0994'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 HQ0994'A COMPLETE DESCRIPTION FOLLOWS.
 HQ0994'
 HQ0994'STATION IS LOCATED, AIRLINE, ABOUT 6 MILES SOUTH OF COALDALE,
 HQ0994'ON THE SUMMIT OF EMIGRANT PEAK WHCIH IS A NARROW NORTH-SOUTH
 HQ0994'RIDGE ABOUT 100 YARDS IN LENGTH.  IT IS AT THE NORTH END OF THE
 HQ0994'SILVER PEAK RANGE AND 2 MILES NORTHWEST OF THE SUMMIT AT EMIGRANT
 HQ0994'PASS.
 HQ0994'
 HQ0994'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN TONOPAH,
 HQ0994'GO WESTERLY ON U.S. HIGHWAY 95 FOR 35.0 MILES TO THE JUNCTION
 HQ0994'OF STATE HIGHWAY 47 ON THE LEFT.  TURN LEFT ON STATE HIGHWAY 47
 HQ0994'AND GO 0.7 MILE TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT, WEST,
 HQ0994'AND GO 0.15 MILE TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD FOR
 HQ0994'3.5 MILES TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD FOR 2.3
 HQ0994'MILES TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW THE
 HQ0994'TRACK ROAD WEST NORTHWESTERLY FOR 2.0 MILES TO THE MOUTH OF
 HQ0994'A ROCKY CANYON AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 HQ0994'WESTERLY TO THE TOP OF THE RIDGE.  TURN LEFT, SOUTH, AND
 HQ0994'PACK ALONG THE EAST SIDE OF A DRAW TO A LOW SADDLE.  TURN
 HQ0994'RIGHT, SOUTHWESTERLY, UP THE RIDGE AND OVER A LOW HILL,
 HQ0994'THEN ALONG THE RIDGE TO A SMALL VALLEY.  CROSS THE VALLEY AND
 HQ0994'CONTINUE UP THE EAST SLOPE OF THE RIDGE TO A SMALL OUTCROP
 HQ0994'AND CAIRN AND THE AZIMUTH MARK.  CONTINUE NORTHWEST,
 HQ0994'CROSSING A SMALL VALLEY, TO THE HIGHEST POINT AND THE
 HQ0994'STATION.  A 2-1/2 HOUR PACK.
 HQ0994'
 HQ0994'STATION MARK, STAMPED EMIGRANT PK 1950, IS A STANDARD DISK
 HQ0994'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 HQ0994'GROUND.
 HQ0994'
 HQ0994'REFERENCE MARK NUMBER 1, STAMPED EMIGRANT PK NO 1 1950, IS A
 HQ0994'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 HQ0994'PROJECTS 14 INCHES AND IS 2 FEET LOWER IN ELEVATION THAN THE
 HQ0994'STATION.
 HQ0994'
 HQ0994'REFERENCE MARK NUMBER 2, STAMPED EMIGRANT PK NO 2 1950, IS A
 HQ0994'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 HQ0994'PROJECTS 12 INCHES AND IS 1 FOOT LOWER IN ELEVATION THAN THE
 HQ0994'STATION.
 HQ0994'
 HQ0994'AZIMUTH MARK, STAMPED EMIGRANT PK 1950, IS A STANDARD DISK CEMENTED
 HQ0994'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 12 FEET ON
 HQ0994'THE NORTHWEST SIDE AND 3 FEET ON THE SOUTHEAST SIDE.  IT IS
 HQ0994'12 FEET NORTH OF A 1 BY 1 INCH STAKE IN A THE TOP OF A 2 FOOT
 HQ0994'CAIRN.
 HQ0994
 HQ0994                          STATION RECOVERY (1957)
 HQ0994
 HQ0994'RECOVERY NOTE BY US ENGINEERS 1957
 HQ0994'STATION RECOVERED IN GOOD CONDITION.
 HQ0994'
 HQ0994'REFERENCE MARKS 1 AND 2 WERE RECOVERED, AND ALSO THE AZIMUTH MARK.
 HQ0994
 HQ0994                          STATION RECOVERY (1962)
 HQ0994
 HQ0994'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HQ0994'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37117-4, STATION 1009.
 HQ0994'STATION REACHED BY HELICOPTER.
 HQ0994'STATION MARK--A STANDARD DISK STAMPED---EMIGRANT PK 1950---, CEMENTED
 HQ0994'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1666 ***********************************************************************
 KR1666  DESIGNATION -  EMPIRE
 KR1666  PID         -  KR1666
 KR1666  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1666  USGS QUAD   -  NEW EMPIRE (1994)
 KR1666
 KR1666                         *CURRENT SURVEY CONTROL
 KR1666  ___________________________________________________________________
 KR1666* NAD 83(1994)-  39 12 13.95281(N)    119 40 28.89905(W)     ADJUSTED  
 KR1666* NAVD 88     -      1572.7    (meters)    5160.     (feet)  VERTCON   
 KR1666  ___________________________________________________________________
 KR1666  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 KR1666  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KR1666
 KR1666  HORZ ORDER  -  FIRST
 KR1666
 KR1666.The horizontal coordinates were established by classical geodetic methods
 KR1666.and adjusted by the National Geodetic Survey in June 1998..
 KR1666
 KR1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1666
 KR1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1666
 KR1666.The geoid height was determined by GEOID03.
 KR1666
 KR1666;                    North         East     Units Scale Factor Converg.
 KR1666;SPC NV W     - 4,494,797.468   705,739.513   MT  1.00000937   -0 41 23.6
 KR1666;SPC NV W     -14,746,681.36  2,315,413.72   sFT  1.00000937   -0 41 23.6
 KR1666;UTM  11      - 4,342,810.094   269,042.634   MT  1.00025683   -1 41 28.9
 KR1666
 KR1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1666!SPC NV W     -   0.99975713  x   1.00000937  =   0.99976650
 KR1666!UTM  11      -   0.99975713  x   1.00025683  =   1.00001390
 KR1666
 KR1666:                Primary Azimuth Mark                     Grid Az
 KR1666:SPC NV W     -  PRISON HILL RESET                        205 48 48.8
 KR1666:UTM  11      -  PRISON HILL RESET                        206 48 54.1
 KR1666
 KR1666|---------------------------------------------------------------------|
 KR1666| PID    Reference Object                     Distance      Geod. Az  |
 KR1666|                                                           dddmmss.s |
 KR1666| KR1668 PRISON HILL RESET                   APPROX. 9.5 KM 2050725.2 |
 KR1666| DB7240 EMPIRE RM 1                           4.850 METERS 26101     |
 KR1666| DB7241 EMPIRE RM 2                           5.280 METERS 32423     |
 KR1666|---------------------------------------------------------------------|
 KR1666
 KR1666                          SUPERSEDED SURVEY CONTROL
 KR1666
 KR1666  NAD 83(1992)-  39 12 13.95479(N)    119 40 28.89111(W) AD(       ) 1
 KR1666  NAD 83(1986)-  39 12 13.94859(N)    119 40 28.87070(W) AD(       ) 1
 KR1666  NAD 27      -  39 12 14.26400(N)    119 40 25.23300(W) AD(       ) 1
 KR1666  NGVD 29 (07/19/86) 1571.6    (m)         5156.     (f) VERT ANG       
 KR1666
 KR1666.Superseded values are not recommended for survey control.
 KR1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1666.See file dsdata.txt to determine how the superseded data were derived.
 KR1666
 KR1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6904342810(NAD 83)
 KR1666_MARKER: DS = TRIANGULATION STATION DISK
 KR1666_SETTING: 80 = SET IN A BOULDER
 KR1666_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1666
 KR1666  HISTORY     - Date     Condition        Report By
 KR1666  HISTORY     - 1951     MONUMENTED       CGS
 KR1666  HISTORY     - 1968     GOOD             USGS
 KR1666
 KR1666                          STATION DESCRIPTION
 KR1666
 KR1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1666'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHEAST OF CARSON
 KR1666'CITY AND ABOUT 0.5 MILE SOUTHEAST OF U.S. HIGHWAY 50 ON THE
 KR1666'HIGHEST POINT OF A BRUSH COVERED HILL THAT IS ON THE LYON
 KR1666'AND ORMSBY COUNTY LINE.
 KR1666'
 KR1666'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 395
 KR1666'AND 50 IN CARSON CITY, GO NORTHEAST ON U.S. HIGHWAY 50 FOR
 KR1666'5.45 MILES TO A DIM ROAD TO THE RIGHT.  TURN RIGHT THROUGH
 KR1666'GATE AND GO SOUTHEAST ALONG TOP OF RIDGE 0.6 MILE TO THE HIGHEST
 KR1666'POINT AND STATION.  A DRIVE STATION WITH A FOUR-WHEEL DRIVE
 KR1666'VEHICLE.
 KR1666'
 KR1666'THE STATION MARK IS STAMPED EMPIRE 1951.  THE BOULDER THAT
 KR1666'HOLDS THE DISK IS FLUSH WITH THE GROUND LEVEL.
 KR1666'
 KR1666'REFERENCE MARK NO. 1 IS STAMPED EMPIRE NO 1 1951.  THE BOULDER
 KR1666'THAT HOLDS THE DISK PROJECTS 2 INCHES ABOVE THE GROUND LEVEL
 KR1666'AND IS ABOUT 6 INCHES LOWER THAN THE STATION MARK.
 KR1666'
 KR1666'REFERENCE MARK NO. 2 IS STAMPED EMPIRE NO 2 1951.  THE BOULDER
 KR1666'THAT HOLDS THE DISK PROJECTS 2 INCHES ABOVE THE GROUND LEVEL
 KR1666'AND IS ABOUT 6 INCHES LOWER THAN THE STATION MARK.
 KR1666'
 KR1666'TRIANGULATION STATION MOUND HOUSE U.S.G.S. IS THE AZIMUTH MARK.
 KR1666
 KR1666                          STATION RECOVERY (1968)
 KR1666
 KR1666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR1666'STATION MARK--STANDARD DISC STAMPED---EMPIRE 1951---SET IN BOULDER
 KR1666'WHICH IS FLUSH WITH THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0850 ***********************************************************************
 GS0850  DESIGNATION -  END
 GS0850  PID         -  GS0850
 GS0850  STATE/COUNTY-  NV/NYE
 GS0850  USGS QUAD   -  SIXMILE SPRING (1984)
 GS0850
 GS0850                         *CURRENT SURVEY CONTROL
 GS0850  ___________________________________________________________________
 GS0850* NAD 83(1994)-  36 10 28.10567(N)    116 06 13.12340(W)     ADJUSTED  
 GS0850* NAVD 88     -       854.     (meters)    2802.     (feet)  SCALED    
 GS0850  ___________________________________________________________________
 GS0850  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 GS0850  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GS0850
 GS0850  HORZ ORDER  -  SECOND
 GS0850
 GS0850.The horizontal coordinates were established by classical geodetic methods
 GS0850.and adjusted by the National Geodetic Survey in June 1998..
 GS0850
 GS0850.The orthometric height was scaled from a topographic map.
 GS0850
 GS0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0850
 GS0850.The geoid height was determined by GEOID03.
 GS0850
 GS0850;                    North         East     Units Scale Factor Converg.
 GS0850;SPC NV C     - 6,158,175.139   550,647.205   MT  0.99993160   +0 19 56.4
 GS0850;SPC NV C     -20,203,946.27  1,806,581.71   sFT  0.99993160   +0 19 56.4
 GS0850;SPC CA 4     -   597,263.019 2,260,522.675   MT  0.99997160   +1 43 40.5
 GS0850;SPC CA 4     - 1,959,520.42  7,416,398.14   sFT  0.99997160   +1 43 40.5
 GS0850;UTM  11      - 4,003,672.620   580,608.992   MT  0.99968006   +0 31 44.8
 GS0850
 GS0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0850!SPC NV C     -   0.99987046  x   0.99993160  =   0.99980207
 GS0850!SPC CA 4     -   0.99987046  x   0.99997160  =   0.99984206
 GS0850!UTM  11      -   0.99987046  x   0.99968006  =   0.99955056
 GS0850
 GS0850:                Primary Azimuth Mark                     Grid Az
 GS0850:SPC NV C     -  CHARLESTON PEAK                          073 10 31.3
 GS0850:SPC CA 4     -  CHARLESTON PEAK                          071 46 47.2
 GS0850:UTM  11      -  CHARLESTON PEAK                          072 58 42.9
 GS0850
 GS0850|---------------------------------------------------------------------|
 GS0850| PID    Reference Object                     Distance      Geod. Az  |
 GS0850|                                                           dddmmss.s |
 GS0850| GR1966 CHARLESTON PEAK                     APPROX.38.2 KM 0733027.7 |
 GS0850| GS0852 T 108                               APPROX. 1.3 KM 2633656.3 |
 GS0850|---------------------------------------------------------------------|
 GS0850
 GS0850                          SUPERSEDED SURVEY CONTROL
 GS0850
 GS0850  NAD 83(1992)-  36 10 28.10567(N)    116 06 13.12339(W) AD(1991.35) 2
 GS0850  NAD 83(1992)-  36 10 28.10576(N)    116 06 13.12085(W) AD(       ) 2
 GS0850  NAD 83(1986)-  36 10 28.10048(N)    116 06 13.11984(W) AD(       ) 2
 GS0850  NAD 27      -  36 10 28.24200(N)    116 06 10.01900(W) AD(       ) 2
 GS0850
 GS0850.Superseded values are not recommended for survey control.
 GS0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0850.See file dsdata.txt to determine how the superseded data were derived.
 GS0850
 GS0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA8060903673(NAD 83)
 GS0850
 GS0850  HISTORY     - Date     Condition        Report By
 GS0850  HISTORY     - 1898     MONUMENTED       CGS
 GS0850  HISTORY     - 1946     SEE DESCRIPTION  CGS
 GS0850
 GS0850                          STATION DESCRIPTION
 GS0850
 GS0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (CHS)
 GS0850'END IS SITUATED ON THE MOST SOUTHERLY HIGH BUTTE OF THE
 GS0850'RANGE SEPARATING STEWARTS FROM PAHRUMP VALLEY.
 GS0850'
 GS0850'DRILL HOLE IN SOLID ROCK OVER WHICH IS ERECTED A MESQUITE
 GS0850'POLE 6 FEET HIGH WITH TWO LOZENGES AT RIGHT ANGLE 5 FEET
 GS0850'ABOVE GROUND FOR LOWER, 6-1/2 FEET FOR UPPER LOZENGE.
 GS0850
 GS0850                          STATION RECOVERY (1946)
 GS0850
 GS0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (LGC)
 GS0850'RECOVERED IN GOOD CONDITION.  AN UNSTAMPED TRIANGULATION
 GS0850'STATION DISK LOCATED ABOUT 1/2 MILE NORTH OF STATION PAHRUMP
 GS0850'NORTHWEST BASE 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0513 ***********************************************************************
 GS0513  DESIGNATION -  ENTER
 GS0513  PID         -  GS0513
 GS0513  STATE/COUNTY-  NV/NYE
 GS0513  USGS QUAD   -  DAYLIGHT PASS (1988)
 GS0513
 GS0513                         *CURRENT SURVEY CONTROL
 GS0513  ___________________________________________________________________
 GS0513* NAD 83(1999)-  36 49 54.98508(N)    116 52 49.39202(W)     ADJUSTED  
 GS0513* NAVD 88     -      1081.370  (meters)    3547.79   (feet)  ADJUSTED  
 GS0513  ___________________________________________________________________
 GS0513  EPOCH DATE  -        1999.37
 GS0513  X           -  -2,311,303.135 (meters)                     COMP
 GS0513  Y           -  -4,559,695.183 (meters)                     COMP
 GS0513  Z           -   3,803,113.430 (meters)                     COMP
 GS0513  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 GS0513  ELLIP HEIGHT-        1053.84  (meters)          (01/14/04) GPS OBS
 GS0513  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 GS0513  DYNAMIC HT  -        1080.239 (meters)    3544.08  (feet)  COMP
 GS0513  MODELED GRAV-     979,548.1   (mgal)                       NAVD 88
 GS0513
 GS0513  HORZ ORDER  -  B
 GS0513  VERT ORDER  -  FIRST     CLASS II
 GS0513  ELLP ORDER  -  THIRD     CLASS II
 GS0513
 GS0513.The horizontal coordinates were established by GPS observations
 GS0513.and adjusted by the National Geodetic Survey in January 2004..
 GS0513.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 GS0513.DATUM ITEM on the data sheet items page.
 GS0513.The horizontal coordinates are valid at the epoch date displayed above.
 GS0513.The epoch date for horizontal control is a decimal equivalence
 GS0513.of Year/Month/Day.
 GS0513
 GS0513.The orthometric height was determined by differential leveling
 GS0513.and adjusted by the National Geodetic Survey in June 1991..
 GS0513
 GS0513.Photographs are available for this station.
 GS0513
 GS0513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GS0513
 GS0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0513
 GS0513.The ellipsoidal height was determined by GPS observations
 GS0513.and is referenced to NAD 83.
 GS0513
 GS0513.The geoid height was determined by GEOID03.
 GS0513
 GS0513.The dynamic height is computed by dividing the NAVD 88
 GS0513.geopotential number by the normal gravity value computed on the
 GS0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0513.degrees latitude (g = 980.6199 gals.).
 GS0513
 GS0513.The modeled gravity was interpolated from observed gravity values.
 GS0513
 GS0513;                    North         East     Units Scale Factor Converg.
 GS0513;SPC NV C     - 6,231,000.254   480,936.533   MT  0.99990448   -0 07 41.2
 GS0513;SPC NV C     -20,442,873.33  1,577,872.61   sFT  0.99990448   -0 07 41.2
 GS0513;SPC CA 4     -   668,374.900 2,189,059.417   MT  0.99994721   +1 15 52.3
 GS0513;SPC CA 4     - 2,192,826.65  7,181,939.10   sFT  0.99994721   +1 15 52.3
 GS0513;UTM  11      - 4,076,235.900   510,666.103   MT  0.99960140   +0 04 18.1
 GS0513
 GS0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0513!SPC NV C     -   0.99983464  x   0.99990448  =   0.99973914
 GS0513!SPC CA 4     -   0.99983464  x   0.99994721  =   0.99978186
 GS0513!UTM  11      -   0.99983464  x   0.99960140  =   0.99943611
 GS0513
 GS0513|---------------------------------------------------------------------|
 GS0513| PID    Reference Object                     Distance      Geod. Az  |
 GS0513|                                                           dddmmss.s |
 GS0513| CC4736 ENTER RM 1                            6.027 METERS 04715     |
 GS0513| CC4737 ENTER RM 2                           10.636 METERS 14657     |
 GS0513| CC5798 B 83 3568.457                                      3581440.7 |
 GS0513|---------------------------------------------------------------------|
 GS0513
 GS0513                          SUPERSEDED SURVEY CONTROL
 GS0513
 GS0513  NAD 83(1994)-  36 49 54.98427(N)    116 52 49.38686(W) AD(       ) 2
 GS0513  NAD 83(1992)-  36 49 54.97765(N)    116 52 49.38789(W) AD(1991.35) 2
 GS0513  NAD 83(1992)-  36 49 54.97230(N)    116 52 49.38808(W) AD(       ) 2
 GS0513  NAD 83(1986)-  36 49 54.97109(N)    116 52 49.39093(W) AD(       ) 2
 GS0513  NAD 27      -  36 49 55.15600(N)    116 52 46.17800(W) AD(       ) 2
 GS0513  NAVD 88 (01/14/04) 1081.37   (m)         3547.8    (f) LEVELING    3  
 GS0513  NGVD 29 (05/01/91) 1080.440  (m)         3544.74   (f) ADJUSTED    1 2
 GS0513
 GS0513.Superseded values are not recommended for survey control.
 GS0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0513.See file dsdata.txt to determine how the superseded data were derived.
 GS0513
 GS0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA1066676236(NAD 83)
 GS0513_MARKER: DS = TRIANGULATION STATION DISK
 GS0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0513_SP_SET: CONCRETE POST
 GS0513_STAMPING: ENTER 1949
 GS0513_MARK LOGO: CGS   
 GS0513_PROJECTION: PROJECTING 20 CENTIMETERS
 GS0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0513+STABILITY: SURFACE MOTION
 GS0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GS0513+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2003
 GS0513
 GS0513  HISTORY     - Date     Condition        Report By
 GS0513  HISTORY     - 1949     MONUMENTED       CGS
 GS0513  HISTORY     - 1983     GOOD             NGS
 GS0513  HISTORY     - 20030201 GOOD             JCLS
 GS0513
 GS0513                          STATION DESCRIPTION
 GS0513
 GS0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0513'THE STATION IS LOCATED APPROXIMATELY 9 MILES SOUTHWEST OF
 GS0513'BEATTY AND ON THE SOUTH SIDE OF STATE HIGHWAY NO. 58 NEAR
 GS0513'THE ENTRANCE MONUMENT TO DEATH VALLEY NATIONAL MONUMENT.
 GS0513'IT IS 77-1/2 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 GS0513'SOUTHEAST PORTAL, 71 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GS0513'HIGHWAY, 8 FEET SOUTHEAST OF A WITNESS POST, AND IS STAMPED
 GS0513'ENTER 1949.
 GS0513'
 GS0513'REFERENCE MARK NO. 1 IS 71 FEET SOUTHEAST OF THE CENTERLINE
 GS0513'OF THE HIGHWAY, 65 FEET SOUTHWEST OF THE NORTHWEST CORNER
 GS0513'OF THE SOUTHEAST PORTAL, AND IS STAMPED ENTER NO 1 1949.
 GS0513'
 GS0513'REFERENCE MARK NO. 2 IS 38-1/2 FEET SOUTH OF A WITNESS POST
 GS0513'AND IS STAMPED ENTER NO 2 1949.
 GS0513'
 GS0513'*THE AZIMUTH MARK IS A USGS BENCH MARK SET IN A PRECAST
 GS0513'CONCRETE POST PROJECTING 22 INCHES ABOVE THE SURFACE.  IT IS
 GS0513'0.1 MILE SOUTH OF A Y-INTERSECTION AND A SIGN BEATTY 10 LONE
 GS0513'PINE 108, 11 FEET SOUTHEAST OF THE CENTERLINE OF A BLADED
 GS0513'ROAD, AND IS STAMPED 3568457 B 83 1907.
 GS0513'
 GS0513'TO REACH THE STATION FROM THE POST OFFICE IN BEATTY, GO
 GS0513'SOUTHWEST ON STATE HIGHWAY NO. 58 FOR 8.9 MILES TO THE PORTAL
 GS0513'MONUMENT ENTERING INTO DEATH VALLEY.  THE STATION IS ON THE
 GS0513'LEFT AS DESCRIBED.  BACK TRACK 100 YARDS THEN TURN RIGHT
 GS0513'AND FOLLOW A DIM TRACK ROAD FOR 0.4 MILES THEN 90 DEGREES
 GS0513'LEFT FOR 200 YARDS TO THE AZIMUTH MARK.
 GS0513
 GS0513                          STATION RECOVERY (1983)
 GS0513
 GS0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0513'14.2 KM (8.8 MI) SW FROM BEATTY.
 GS0513'14.2 KM (8.85 MI) SOUTHWEST ALONG STATE HIGHWAY 374 FROM ITS JUNCTION
 GS0513'WITH US HIGHWAY 95 IN BEATTY, ON THE DEATH VALLEY NATIONAL PARK
 GS0513'BOUNDARY, 21.0 METERS (69 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 GS0513'30.2 METERS (99 FT) SOUTHEAST ACROSS THE HIGHWAY FROM THE MASONARY
 GS0513'ENTRANCE SIGN FOR THE PARK AND 10.6 METERS (35 FT) NORTH OF RM 2.
 GS0513'THE MARK IS 2.9 METERS  SE FROM A WITNESS POST.
 GS0513'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 GS0513
 GS0513                          STATION RECOVERY (2003)
 GS0513
 GS0513'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 GS0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1179 ***********************************************************************
 FS1179  DESIGNATION -  ERIE
 FS1179  PID         -  FS1179
 FS1179  STATE/COUNTY-  NV/CLARK
 FS1179  USGS QUAD   -  HIDDEN VALLEY (1989)
 FS1179
 FS1179                         *CURRENT SURVEY CONTROL
 FS1179  ___________________________________________________________________
 FS1179* NAD 83(1994)-  35 51 53.21590(N)    115 14 34.08150(W)     ADJUSTED  
 FS1179* NAVD 88     -       973.1    (meters)    3193.     (feet)  VERTCON   
 FS1179  ___________________________________________________________________
 FS1179  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 FS1179  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FS1179
 FS1179  HORZ ORDER  -  SECOND
 FS1179
 FS1179.The horizontal coordinates were established by classical geodetic methods
 FS1179.and adjusted by the National Geodetic Survey in June 1998..
 FS1179
 FS1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1179
 FS1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1179
 FS1179.The geoid height was determined by GEOID03.
 FS1179
 FS1179;                    North         East     Units Scale Factor Converg.
 FS1179;SPC NV E     - 8,123,722.052   230,753.014   MT  0.99991165   +0 11 58.2
 FS1179;SPC NV E     -26,652,578.10    757,062.18   sFT  0.99991165   +0 11 58.2
 FS1179;UTM  11      - 3,970,376.574   658,650.003   MT  0.99991015   +1 01 47.0
 FS1179
 FS1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1179!SPC NV E     -   0.99985170  x   0.99991165  =   0.99976336
 FS1179!UTM  11      -   0.99985170  x   0.99991015  =   0.99976186
 FS1179
 FS1179|---------------------------------------------------------------------|
 FS1179| PID    Reference Object                     Distance      Geod. Az  |
 FS1179|                                                           dddmmss.s |
 FS1179| CC4738 ERIE RM 1                             7.277 METERS 20411     |
 FS1179| FS0205 GAUGE                               APPROX. 7.9 KM 2202601.0 |
 FS1179| CC4739 ERIE RM 2                             6.928 METERS 34238     |
 FS1179|---------------------------------------------------------------------|
 FS1179
 FS1179                          SUPERSEDED SURVEY CONTROL
 FS1179
 FS1179  NAD 83(1992)-  35 51 53.21090(N)    115 14 34.08251(W) AD(1991.35) 2
 FS1179  NAD 83(1992)-  35 51 53.21194(N)    115 14 34.08664(W) AD(       ) 2
 FS1179  NAD 83(1992)-  35 51 53.21060(N)    115 14 34.08611(W) AD(       ) 2
 FS1179  NAD 83(1986)-  35 51 53.20993(N)    115 14 34.07617(W) AD(       ) 2
 FS1179  NAD 27      -  35 51 53.28940(N)    115 14 31.10380(W) AD(       ) 2
 FS1179  NGVD 29 (07/19/86)  972.3    (m)         3190.     (f) VERT ANG       
 FS1179
 FS1179.Superseded values are not recommended for survey control.
 FS1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1179.See file dsdata.txt to determine how the superseded data were derived.
 FS1179
 FS1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5865070377(NAD 83)
 FS1179_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FS1179_SETTING: 66 = SET IN ROCK OUTCROP
 FS1179
 FS1179  HISTORY     - Date     Condition        Report By
 FS1179  HISTORY     - 1958     MONUMENTED       CGS
 FS1179
 FS1179                          STATION DESCRIPTION
 FS1179
 FS1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 FS1179'THE STATION IS 0.5 MILE SOUTH-SOUTH OF THE ERIE RAILROAD STATION,
 FS1179'ON TOP OF A LOW SAGE AND YUCCA COVERED HILL, 0.1 MILE EAST
 FS1179'OF U.S. HIGHWAY 91 AND WHERE THE PRESENT HIGHWAY MAKES A SLIGHT
 FS1179'CURVE.  THE STATION MARK IS 3 FEET NORTH FROM A SMALL CAIRN,
 FS1179'AND ABOUT 25 FEET SOUTHEAST OF A LONE YUCCA TREE WITH ITS LOWER
 FS1179'MEMBERS REMOVED.
 FS1179'
 FS1179'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 FS1179'DRILL HOLES.  STATION MARK AND REFERENCE MARK NO. 2 SET
 FS1179'INTO THE BEDROCK, AND REFERENCE MARK NO. 1 IN AN EMBEDDED
 FS1179'BOULDER.  ALL MARKS ARE STAMPED ERIE 1958 WITH THE REFERENCE
 FS1179'MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
 FS1179'
 FS1179'REACHED FROM THE ERIE RAILROAD STATION BY CONTINUING SOUTH ON
 FS1179'THE HIGHWAY FOR 0.45 MILE TO A TRACK ROAD TO THE LEFT
 FS1179'SOUTH-SOUTHEAST UP A SANDY SLOPE, TAKE THIS ROAD 0.1 MILE TO THE TOP
 FS1179'OF THE SMALL HILL AND STATION.  DRIVEN WITH 2-WHEEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1385 ***********************************************************************
 FS1385  DESIGNATION -  ERIE
 FS1385  PID         -  FS1385
 FS1385  STATE/COUNTY-  NV/CLARK
 FS1385  USGS QUAD   -  BIRD SPRING (1989)
 FS1385
 FS1385                         *CURRENT SURVEY CONTROL
 FS1385  ___________________________________________________________________
 FS1385* NAD 83(1994)-  35 52 37.64318(N)    115 15 21.25807(W)     ADJUSTED  
 FS1385* NAVD 88     -      1103.0    (meters)    3619.     (feet)  VERTCON   
 FS1385  ___________________________________________________________________
 FS1385  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 FS1385  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FS1385
 FS1385  HORZ ORDER  -  THIRD
 FS1385
 FS1385.The horizontal coordinates were established by classical geodetic methods
 FS1385.and adjusted by the National Geodetic Survey in June 1998..
 FS1385
 FS1385.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1385
 FS1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1385
 FS1385.The geoid height was determined by GEOID03.
 FS1385
 FS1385;                    North         East     Units Scale Factor Converg.
 FS1385;SPC NV E     - 8,125,087.186   229,564.968   MT  0.99991077   +0 11 30.8
 FS1385;SPC NV E     -26,657,056.88    753,164.40   sFT  0.99991077   +0 11 30.8
 FS1385;UTM  11      - 3,971,724.344   657,442.303   MT  0.99990545   +1 01 20.4
 FS1385
 FS1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1385!SPC NV E     -   0.99983131  x   0.99991077  =   0.99974209
 FS1385!UTM  11      -   0.99983131  x   0.99990545  =   0.99973677
 FS1385
 FS1385|---------------------------------------------------------------------|
 FS1385| PID    Reference Object                     Distance      Geod. Az  |
 FS1385|                                                           dddmmss.s |
 FS1385| CS5952 ERIE RM 1                             2.774 METERS 24405     |
 FS1385| CS5953 ERIE RM 2                             4.407 METERS 32323     |
 FS1385|---------------------------------------------------------------------|
 FS1385
 FS1385                          SUPERSEDED SURVEY CONTROL
 FS1385
 FS1385  NAD 83(1992)-  35 52 37.64307(N)    115 15 21.25987(W) AD(1991.35) 3
 FS1385  NAD 83(1992)-  35 52 37.64177(N)    115 15 21.26093(W) AD(       ) 3
 FS1385  NAD 83(1992)-  35 52 37.63979(N)    115 15 21.26080(W) AD(       ) 3
 FS1385  NAD 83(1986)-  35 52 37.64080(N)    115 15 21.24831(W) AD(       ) 3
 FS1385  NGVD 29 (05/21/91) 1102.2    (m)         3616.     (f) VERT ANG       
 FS1385
 FS1385.Superseded values are not recommended for survey control.
 FS1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1385.See file dsdata.txt to determine how the superseded data were derived.
 FS1385
 FS1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5744271724(NAD 83)
 FS1385_MARKER: DS = TRIANGULATION STATION DISK
 FS1385_SETTING: 66 = SET IN ROCK OUTCROP
 FS1385_SP_SET: SET IN BEDROCK
 FS1385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1385+STABILITY: POSITION/ELEVATION WELL
 FS1385
 FS1385  HISTORY     - Date     Condition        Report By
 FS1385  HISTORY     - 1958     MONUMENTED       USGS
 FS1385
 FS1385                          STATION DESCRIPTION
 FS1385
 FS1385'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FS1385'LOCATED ABOUT 8 MI N. OF JEAN, 1.5 MI W. OF UNION PACIFIC RR.
 FS1385'SIDING AT ERIE.  ON HIGHEST POINT OF SMALL ROCKY TOP, SECOND TOP
 FS1385'THAT PROJECTS FROM RIDGE COUNTING FROM E.
 FS1385'
 FS1385'REACHED BY HELICOPTER.  A RD. CAN BE SEEN ON SOUTH SIDE RUNNING
 FS1385'GENERALLY W.  STATION CAN BE REACHED BY WALKING FROM RD. PERHAPS
 FS1385'A 20-MINUTE PACK.
 FS1385'
 FS1385'STATION MARK--STANDARD TABLET STAMPED---ERIE 1958---, CEMENTED IN
 FS1385'SOLID ROCK LEVEL WITH GROUND.
 FS1385'
 FS1385'RM 1--COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE IN ROCK.
 FS1385'
 FS1385'RM 2--COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1593 ***********************************************************************
 KR1593  DESIGNATION -  ESHETE
 KR1593  PID         -  KR1593
 KR1593  STATE/COUNTY-  NV/WASHOE
 KR1593  USGS QUAD   -  DERBY DAM (1985)
 KR1593
 KR1593                         *CURRENT SURVEY CONTROL
 KR1593  ___________________________________________________________________
 KR1593* NAD 83(1994)-  39 37 18.58490(N)    119 27 04.45023(W)     ADJUSTED  
 KR1593* NAVD 88     -      2054.5    (meters)    6740.     (feet)  VERTCON   
 KR1593  ___________________________________________________________________
 KR1593  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 KR1593  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 KR1593
 KR1593  HORZ ORDER  -  SECOND
 KR1593
 KR1593.The horizontal coordinates were established by classical geodetic methods
 KR1593.and adjusted by the National Geodetic Survey in June 1998..
 KR1593
 KR1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1593
 KR1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1593
 KR1593.The geoid height was determined by GEOID03.
 KR1593
 KR1593;                    North         East     Units Scale Factor Converg.
 KR1593;SPC NV W     - 4,540,987.860   725,486.118   MT  0.99996834   -0 33 12.6
 KR1593;SPC NV W     -14,898,224.34  2,380,199.04   sFT  0.99996834   -0 33 12.6
 KR1593;UTM  11      - 4,388,656.433   289,601.429   MT  1.00014504   -1 33 49.6
 KR1593
 KR1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1593!SPC NV W     -   0.99968152  x   0.99996834  =   0.99964987
 KR1593!UTM  11      -   0.99968152  x   1.00014504  =   0.99982652
 KR1593
 KR1593|---------------------------------------------------------------------|
 KR1593| PID    Reference Object                     Distance      Geod. Az  |
 KR1593|                                                           dddmmss.s |
 KR1593| DB7244 ESHETE RM 1                          11.917 METERS 00804     |
 KR1593| DB7245 ESHETE RM 2                          12.210 METERS 13243     |
 KR1593| KR1596 AIRWAY BCN 20 2 MI N OF CLARK       APPROX. 5.5 KM 2141734.4 |
 KR1593|---------------------------------------------------------------------|
 KR1593
 KR1593                          SUPERSEDED SURVEY CONTROL
 KR1593
 KR1593  NAD 83(1992)-  39 37 18.59279(N)    119 27 04.44220(W) AD(       ) 2
 KR1593  NAD 83(1986)-  39 37 18.59343(N)    119 27 04.43127(W) AD(       ) 2
 KR1593  NAD 27      -  39 37 18.90750(N)    119 27 00.79380(W) AD(       ) 2
 KR1593  NGVD 29 (07/19/86) 2053.4    (m)         6737.     (f) VERT ANG       
 KR1593
 KR1593.Superseded values are not recommended for survey control.
 KR1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1593.See file dsdata.txt to determine how the superseded data were derived.
 KR1593
 KR1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8960188656(NAD 83)
 KR1593_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1593_SETTING: 80 = SET IN A BOULDER
 KR1593_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1593
 KR1593  HISTORY     - Date     Condition        Report By
 KR1593  HISTORY     - 1958     MONUMENTED       CGS
 KR1593
 KR1593                          STATION DESCRIPTION
 KR1593
 KR1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1593'THE STATION IS 9 MILES WEST OF WADSWORTH, 2 MILES NORTH OF
 KR1593'U.S. HIGHWAY 40, 2 MILES SOUTH-SOUTHEAST OF POND PEAK AND ON
 KR1593'THE TOP OF A ROUND TOPPED, LAVA ROCK, AND SAGEBRUSH COVERED
 KR1593'HILL, WITH A SPARSE GROWTH OF SCRUB CEDAR ON THE NORTH SIDE.
 KR1593'IT IS THE FIRST HIGH RANGE OF HILLS NORTH OF THE HIGHWAY.
 KR1593'
 KR1593'TO REACH FROM THE WADSWORTH POST OFFICE GO WEST ON U.S.
 KR1593'HIGHWAY 40 FOR 0.15 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 KR1593'40 AND STATE ROUTE 34, TURN RIGHT AND GO NORTH AND NORTHWEST
 KR1593'FOR 2.4 MILES TO A SIGN ON THE RIGHT OLINGHOUSE 6.  HERE TURN
 KR1593'LEFT ONTO WELL BLADED ROAD AND GO 4.7 MILES TO SIDE ROAD LEFT,
 KR1593'SOUTHWEST, TURN LEFT AND FOLLOW DIRT ROAD 0.4 MILES TO A CROSS
 KR1593'ROAD, CONTINUE STRAIGHT AHEAD FOR 1.6 MILES TO TRACK CROSS
 KR1593'ROAD.  CONTINUE STRAIGHT AHEAD ON TRACK ROAD FOR 1.4 MILES TO
 KR1593'END OF ROAD AT THE MOUTH OF A WASH.  KEEP TO THE LEFT SIDE OF
 KR1593'THE WASH A SHORT DISTANCE THEN DOWN INTO THE BOTTOM OF THE
 KR1593'WASH AND CONTINUE UP THE BOTTOM OF THE WASH GOING THROUGH A
 KR1593'VERY NARROW PLACE TO THE SADDLE JUST TO THE SOUTHEAST OF
 KR1593'THE STATION HILL A DISTANCE OF APPROXIMATELY 0.7 MILE.  FROM
 KR1593'HERE IT IS BEST TO PICK THE BEST ROUTE UP THE DRAW, OR
 KR1593'THE CREST OF THE HILL TO THE TOP AND THE STATION SITE.
 KR1593'NOTE--A SMALL NARROW JEEP IS THE ONLY VEHICLE ABLE TO TRAVERSE
 KR1593'THE WASH.
 KR1593'
 KR1593'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 KR1593'DRILL HOLES IN BOULDERS AND STAMPED ESHETE 1958 WITH THE
 KR1593'REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
 KR1593'
 KR1593'REFERENCE MARK NO 1 PROJECTS 10 INCHES AND IS NEAR THE SOUTHEAST
 KR1593'END OF A LEDGE OF BOULDERS WHILE NO 2 PROJECTS 12 INCHES AND IS
 KR1593'ABOUT 4 FEET LOWER THAN THE STATION MARK.
 KR1593'
 KR1593'A 4 WHEEL DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1312 ***********************************************************************
 KR1312  DESIGNATION -  ESPEE
 KR1312  PID         -  KR1312
 KR1312  STATE/COUNTY-  NV/WASHOE
 KR1312  USGS QUAD   -  RENO (1982)
 KR1312
 KR1312                         *CURRENT SURVEY CONTROL
 KR1312  ___________________________________________________________________
 KR1312* NAD 83(1994)-  39 31 58.14258(N)    119 47 20.50345(W)     ADJUSTED  
 KR1312* NAVD 88     -      1363.618  (meters)    4473.80   (feet)  ADJUSTED  
 KR1312  ___________________________________________________________________
 KR1312  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 KR1312  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR1312  DYNAMIC HT  -        1362.382 (meters)    4469.75  (feet)  COMP
 KR1312  MODELED GRAV-     979,673.5   (mgal)                       NAVD 88
 KR1312
 KR1312  HORZ ORDER  -  FIRST
 KR1312  VERT ORDER  -  FIRST     CLASS II
 KR1312
 KR1312.The horizontal coordinates were established by classical geodetic methods
 KR1312.and adjusted by the National Geodetic Survey in June 1998..
 KR1312
 KR1312.The orthometric height was determined by differential leveling
 KR1312.and adjusted by the National Geodetic Survey in June 1991..
 KR1312
 KR1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1312
 KR1312.The geoid height was determined by GEOID03.
 KR1312
 KR1312.The dynamic height is computed by dividing the NAVD 88
 KR1312.geopotential number by the normal gravity value computed on the
 KR1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1312.degrees latitude (g = 980.6199 gals.).
 KR1312
 KR1312.The modeled gravity was interpolated from observed gravity values.
 KR1312
 KR1312;                    North         East     Units Scale Factor Converg.
 KR1312;SPC NV W     - 4,531,440.482   696,351.700   MT  1.00003223   -0 46 03.1
 KR1312;SPC NV W     -14,866,900.98  2,284,613.87   sFT  1.00003223   -0 46 03.1
 KR1312;UTM  11      - 4,379,621.757   260,296.716   MT  1.00030747   -1 46 34.0
 KR1312
 KR1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1312!SPC NV W     -   0.99978989  x   1.00003223  =   0.99982211
 KR1312!UTM  11      -   0.99978989  x   1.00030747  =   1.00009730
 KR1312
 KR1312|---------------------------------------------------------------------|
 KR1312| PID    Reference Object                     Distance      Geod. Az  |
 KR1312|                                                           dddmmss.s |
 KR1312| KR1313 ESPEE RM 1                           43.382 METERS 20946     |
 KR1312| KR1311 ESPEE AZ MK                                        2634946.7 |
 KR1312| KR1314 ESPEE RM 2                           46.869 METERS 29628     |
 KR1312| DB7247 ESPEE RM 3                           25.841 METERS 33202     |
 KR1312|---------------------------------------------------------------------|
 KR1312
 KR1312                          SUPERSEDED SURVEY CONTROL
 KR1312
 KR1312  NAD 83(1992)-  39 31 58.14593(N)    119 47 20.49769(W) AD(       ) 1
 KR1312  NAD 83(1986)-  39 31 58.14532(N)    119 47 20.49099(W) AD(       ) 1
 KR1312  NAD 27      -  39 31 58.46500(N)    119 47 16.80600(W) AD(       ) 1
 KR1312  NGVD 29 (??/??/92) 1362.547  (m)         4470.29   (f) ADJ UNCH    1 2
 KR1312
 KR1312.Superseded values are not recommended for survey control.
 KR1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1312.See file dsdata.txt to determine how the superseded data were derived.
 KR1312
 KR1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6029779622(NAD 83)
 KR1312_MARKER: DS = TRIANGULATION STATION DISK
 KR1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1312_STAMPING: ESPEE 1946
 KR1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1312+STABILITY: SURFACE MOTION
 KR1312
 KR1312  HISTORY     - Date     Condition        Report By
 KR1312  HISTORY     - 1946     MONUMENTED       CGS
 KR1312  HISTORY     - 1947     GOOD             NGS
 KR1312  HISTORY     - 1951     GOOD             CGS
 KR1312  HISTORY     - 1951     GOOD             LOCENG
 KR1312  HISTORY     - 1954     GOOD             CGS
 KR1312  HISTORY     - 1958     GOOD             CGS
 KR1312  HISTORY     - 1967     GOOD             CGS
 KR1312  HISTORY     - 1969     GOOD             CGS
 KR1312  HISTORY     - 1969     MARK NOT FOUND   NGS
 KR1312  HISTORY     - 20030908 MARK NOT FOUND   USPSQD
 KR1312
 KR1312                          STATION DESCRIPTION
 KR1312
 KR1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 KR1312'THE STATION IS LOCATED ON THE EASTERN EDGE OF THE CITY OF RENO
 KR1312'AND WEST OF SPARKS, JUST SOUTH OF U.S. HIGHWAY NO. 40 AND THE
 KR1312'SOUTHERN PACIFIC RAILROAD TRACKS.  IT IS ABOUT 0.2 MILE EAST OF
 KR1312'THE TEXACO COMPANY BULK PLANT ON A NARROW STRIP OF LAND WHICH
 KR1312'BELONGS TO THE STATE OF NEVADA.
 KR1312'
 KR1312'THE STATION MARK IS A STANDARD DISC SET IN THE TOP OF A 9 INCH
 KR1312'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  THE MARK IS 7
 KR1312'FEET SOUTH OF A 4 INCH SQUARE WHITE WITNESS POST, 30 FEET SOUTH
 KR1312'OF AN IRREGATION CANAL, 107.36 FEET SOUTH OF THE SOUTH RAIL OF
 KR1312'THE SOUTHERN PACIFIC TRACKS, ABOUT 174 FEET SOUTHEAST OF MILE
 KR1312'POST NO. 244.14, AND ABOUT 115 FEET SOUTH OF THE FIRST TELEGRAPH
 KR1312'POLE EAST OF A CONCRETE CULVERT IN THE RAILROAD TRACKS.  THE
 KR1312'MARK IS STAMPED ESPEE 1946.
 KR1312'
 KR1312'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL
 KR1312'HOLE IN A GRANITE BOULDER WHICH IS APPROXIMATELY 5 FEET IN
 KR1312'DIAMETER AND PROJECTS 3 FEET ABOVE THE SURFACE OF THE GROUND.
 KR1312'IT IS ABOUT 3-1/2 FEET LOWER THAN THE STATION MARK.  IS STAMPED
 KR1312'ESPEE NO 1 1946.
 KR1312'
 KR1312'REFERENCE MARK NO.2 IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 KR1312'IN THE TOP OF A CONCRETE ABUTMENT AT THE EXTREME SOUTHERN END
 KR1312'OF A CULVERT ACROSS AN IRREGATION CONAL, UNDER THE SOUTHERN
 KR1312'PACIFIC RAILROAD TRACKS.  IT IS ON THE EAST SIDE OF THE ABUTMENT
 KR1312'AND 8 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS.  THE MARK IS
 KR1312'STAMPED ESPEE NO 2 1946.
 KR1312'
 KR1312'THE AZIMUTH MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 KR1312'IN THE TOP OF A LARGE BOULDER WHICH IS ABOUT 4 FEET IN DIAMETER
 KR1312'AND PROJECT 1-1/2 FOOT.  IT IS ABOUT 150 YARDS NORTHWEST OF THE
 KR1312'TEXACO BULK PLANT, 15 FEET NORTH OF THE NORTH RAIL OF THE TRACKS
 KR1312'OF THE SOUTHERN PACIFIC, AND 40 FEET NORTHWEST OF A SIGN RENO
 KR1312'1 MILE.  THE DISC IS STAMPED ESPEE 1946.
 KR1312'
 KR1312'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 40 AND
 KR1312'NO. 395 IN RENO GO EAST ON HIGHWAY NO. 40 1.2 MILE.  TURN RIGHT
 KR1312'ON SAGE STREET AND GO 0.1 MILE.  TURN LEFT AND GO 0.1 MILE,
 KR1312'CROSSING RAILROAD TRACKS.  BEAR RIGHT AROUND TEXAS COMPANY BULK
 KR1312'PLANT 0.1 MILE THENCE EAST 0.1 MILE TO THE STATION SITE.  A DRIVE
 KR1312'STATION.
 KR1312
 KR1312                          STATION RECOVERY (1947)
 KR1312
 KR1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 KR1312'1.3 MI E FROM RENO.
 KR1312'ABOUT 1.3 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 KR1312'STATION AT RENO, ABOUT 0.2 MILE EAST OF THE TEXACO BULK PLANT, 107.3
 KR1312'FEET SOUTH OF THE SOUTH RAIL OF THE WEST BOUND TRACK, 23.0 FEET SOUTH
 KR1312'OF THE SOUTH EDGE OF THE BANK OF AN IRRIGATION CANAL, SET IN THE TOP
 KR1312'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND AND ABOUT 2
 KR1312'FEET LOWER THAN THE TRACK.  WITNESS POST SET 7.3 FEET NORTH OF THE
 KR1312'STATION.
 KR1312
 KR1312                          STATION RECOVERY (1951)
 KR1312
 KR1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1312'THE STATION WAS RECOVERED.  THE STATION MARK, REFERENCE MARK
 KR1312'NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 KR1312'REFERENCE MARK NO. 1 HAS BEEN DESTROYED AND REFERENCE MARK NO.
 KR1312'3 WAS ESTABLISHED.  THE STATION MARK AND AZIMUTH MARK AT THIS
 KR1312'TIME IS NOT INTERVISABLE THE LINE BEING OBSTRUCTED BY SEVERAL
 KR1312'LARGE PILES OF LUMBER.  A COMPLETE DESCRIPTION FOLLOWS.
 KR1312'
 KR1312'THE STATION IS LOCATED ALONG THE SOUTHERN PACIFIC RAILROAD ABOUT
 KR1312'1-1/4 MILES EAST OF THE DEPOT IN RENO AND ABOUT 0.2 MILE EAST OF
 KR1312'THE THE TEXAS OIL CO. BULK PLANT.
 KR1312'
 KR1312'THE STATION MARK IS STAMPED ESPEE 1946.  IT IS A STANDARD DISK
 KR1312'AS DESCRIBED.  IT PROJECTS ABOUT 2 INCHES AND IS
 KR1312'SET 174 FEET SOUTHEAST OF MILEAGE POST 244.14, 107 FEET SOUTH OF
 KR1312'THE SOUTH RAIL OF THE RAILROAD AND 7 FEET SOUTH OF A WHITE
 KR1312'WITNESS POST.
 KR1312'
 KR1312'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ESPEE NO 2 1946.
 KR1312'IT IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE ABUTMENT OF
 KR1312'A CULVERT OF AN IRRIGATION CANAL THAT PASSES UNDER THE RAILROAD
 KR1312'TRACKS.
 KR1312'
 KR1312'REFERENCE MARK NO. 3 IS STAMPED ESPEE NO 3 1946.  IT IS A
 KR1312'STANDARD DISK AS DESCRIBED.  IT PROJECTS 6 INCHES AND
 KR1312'IS SET 22 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD AND 5 FEET
 KR1312'NORTHEAST OF A TELEPHONE POLE.
 KR1312'
 KR1312'THE AZIMUTH MARK IS STAMPED ESPEE 1946.  IT IS A STANDARD DISK
 KR1312'AS DESCRIBED.  IT PROJECTS 18 INCHES AND IS SET NORTH
 KR1312'OF AND ON THE OPPOSITE SIDE OF THE RAILROAD FROM THE NATIONAL
 KR1312'MILLWORK CO. INC. BUILDING.
 KR1312
 KR1312                          STATION RECOVERY (1951)
 KR1312
 KR1312'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 KR1312'RECOVERED BY NATIONAL MILL WORK CO.
 KR1312'
 KR1312'LETTER OF MR. JOHN ARMBRUSTER, NATIONAL MILLWORK CO., INC.,
 KR1312'BOX 987, RENO, NEVADA DATED APRIL 21, 1951--
 KR1312'
 KR1312'REFERENCE MARK NO. 1 WAS DESTROYED DUE TO ROAD CONSTRUCTION.
 KR1312'
 KR1312'REFERENCE MARK DISK STAMPED ESPEE NO 1 1946 RECEIVED AT THIS
 KR1312'OFFICE 5/7/51.
 KR1312
 KR1312                          STATION RECOVERY (1954)
 KR1312
 KR1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WTJ)
 KR1312'RECOVERED AS DESCRIBED
 KR1312
 KR1312                          STATION RECOVERY (1958)
 KR1312
 KR1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1312'STATION AND REFERENCE MARK 2 RECOVERED AS DESCRIBED, IN GOOD
 KR1312'CONDITION.  AZIMUTH MARK RECOVERED IN GOOD CONDITION BUT IS NOT
 KR1312'VG FROM THE STATION, IT IS ON N SIDE OF TRACKS ABOUT 100 YARDS
 KR1312'NW OF THE SHELL OIL CO. BULK-PLANT, 75 YARDS W OF MP 244 AND 50
 KR1312'YARDS W OF WHERE A DIRT ROAD CROSSES OVER THE RAILROAD TRACKS.
 KR1312'
 KR1312'STATION IS NOW AT NE CORNER OF A LUMBER YARD AND 60 FEET TO N
 KR1312'OF A DEEP GRAVEL PIT EMBANKMENT, ACROSS A SMALL CANAL SW FROM
 KR1312'W END OF SMALL HAY FIELD WHICH LIES W OF THE NEVADA HIGHWAY
 KR1312'DEPARTMENT BUILDINGS, S OF RAILROAD AND W OF CONEY ISLAND
 KR1312'DRIVE.
 KR1312'
 KR1312'FROM JUNCTION OF U.S. 40 AND 395 (ON 4TH STREET), GO E ON U.S.
 KR1312'40 (4TH STREET ROUTE) FOR 1.9 MILE TO INTERSECTION OF CONEY ISLAND
 KR1312'DRIVE.  TURN RIGHT S ON CONEY ISLAND DRIVE ALONG E SIDE OF
 KR1312'HIGHWAY DEPARTMENT BUILDINGS 0.15 MILE TO INTERSECTION OF KIETZKE
 KR1312'LANE WHICH IS 2ND STREET ROUTE FROM SPARKS INTO RENO, GO 0.4
 KR1312'MILE.  TURN RIGHT THROUGH IRON GATE AND FOLLOW NARROW ROAD NW
 KR1312'ALONG NE SIDE OF DEEP CUT AND SW SIDE OF DITCH AND FIELD 0.2
 KR1312'MILE TO STATION AT NW CORNER OF DEEP CUT EMBANKMENT, S OF RAILROAD
 KR1312'AND ABOUT 40 FEET E FROM NE CORNER OF LUMBER YARD.
 KR1312'REFERENCE MARK 1, DESTROYED.
 KR1312
 KR1312                          STATION RECOVERY (1967)
 KR1312
 KR1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 KR1312'THIS STATION WAS LOOKED FOR BUT NOT LOCATED.  REFERENCE MARK
 KR1312'NO 2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KR1312'
 KR1312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILES EAST
 KR1312'OF RENO.
 KR1312
 KR1312                          STATION RECOVERY (1969)
 KR1312
 KR1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CS)
 KR1312'THE AZIMUTH AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 KR1312'CONDITION AND LEVELED OVER.  THE STATION WAS NOT RECOVERED ON
 KR1312'THIS DATE, BELIEVED DESTROYED BY THE OPERATIONS OF A READY MIX
 KR1312'PLANT.
 KR1312'
 KR1312'TO REACH FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT
 KR1312'RENO, GO 1.3 MILES EAST ALONG THE RAILROAD.
 KR1312'
 KR1312'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED ESPEE NO 2 1946.
 KR1312'0.15 MILE EAST OF THE CROSSING OF SAGE STREET AND MILEPOLE 244,
 KR1312'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF
 KR1312'A BRIDGE.
 KR1312'
 KR1312'AZIMUTH IS A C AND GS AZIMUTH MARK DISK, STAMPED ASPEE 1946.  2
 KR1312'POLES WEST OF THE CROSSING OF SAGE STREET AND MILEPOLE 244, IN
 KR1312'THE TOP OF A 3- BY 4-FOOT BLACK BOULDER PROJECTING ABOUT 2 FEET
 KR1312'ABOVE THE GROUND.  17.6 FEET NORTH OF THE NORTH RAIL OF THE
 KR1312'EASTBOUND TRACK, 44 FEET SOUTHEAST OF POWER POLE 32173.
 KR1312'
 KR1312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 KR1312'EAST OF RENO.
 KR1312
 KR1312                          STATION RECOVERY (1969)
 KR1312
 KR1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KR1312'MARK NOT FOUND.
 KR1312
 KR1312                          STATION RECOVERY (2003)
 KR1312
 KR1312'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1311 ***********************************************************************
 KR1311  DESIGNATION -  ESPEE AZ MK
 KR1311  PID         -  KR1311
 KR1311  STATE/COUNTY-  NV/WASHOE
 KR1311  USGS QUAD   -  RENO (1982)
 KR1311
 KR1311                         *CURRENT SURVEY CONTROL
 KR1311  ___________________________________________________________________
 KR1311* NAD 83(1986)-  39 31 57.     (N)    119 47 34.     (W)     SCALED    
 KR1311* NAVD 88     -      1366.182  (meters)    4482.22   (feet)  ADJUSTED  
 KR1311  ___________________________________________________________________
 KR1311  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR1311  DYNAMIC HT  -        1364.944 (meters)    4478.15  (feet)  COMP
 KR1311  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 KR1311
 KR1311  VERT ORDER  -  FIRST     CLASS I
 KR1311
 KR1311.The horizontal coordinates were scaled from a topographic map and have
 KR1311.an estimated accuracy of +/- 6 seconds.
 KR1311
 KR1311.The orthometric height was determined by differential leveling
 KR1311.and adjusted by the National Geodetic Survey in June 1991..
 KR1311.WARNING-Repeat measurements at this control monument indicate possible
 KR1311.vertical movement.
 KR1311
 KR1311.The geoid height was determined by GEOID03.
 KR1311
 KR1311.The dynamic height is computed by dividing the NAVD 88
 KR1311.geopotential number by the normal gravity value computed on the
 KR1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1311.degrees latitude (g = 980.6199 gals.).
 KR1311
 KR1311.The modeled gravity was interpolated from observed gravity values.
 KR1311
 KR1311;                    North         East    Units  Estimated Accuracy
 KR1311;SPC NV W     - 4,531,410.      696,030.      MT  (+/- 180 meters Scaled)
 KR1311
 KR1311                          SUPERSEDED SURVEY CONTROL
 KR1311
 KR1311  NGVD 29 (??/??/92) 1365.124  (m)         4478.74   (f) ADJ UNCH    1 1
 KR1311
 KR1311.Superseded values are not recommended for survey control.
 KR1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1311.See file dsdata.txt to determine how the superseded data were derived.
 KR1311
 KR1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD599795(NAD 83)
 KR1311_MARKER: DZ = AZIMUTH MARK DISK
 KR1311_SETTING: 80 = SET IN A BOULDER
 KR1311_STAMPING: ESPEE 1946
 KR1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1311+STABILITY: SURFACE MOTION
 KR1311
 KR1311  HISTORY     - Date     Condition        Report By
 KR1311  HISTORY     - 1946     MONUMENTED       CGS
 KR1311  HISTORY     - 1969     GOOD             NGS
 KR1311
 KR1311                          STATION DESCRIPTION
 KR1311
 KR1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1311'1.1 MI E FROM RENO.
 KR1311'1.1 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1311'STATION AT RENO, 4 POLES EAST OF THE CROSSING OF A ROAD, 2 POLES WEST
 KR1311'OF THE CROSSING OF SAGE STREET AND MILEPOLE 244, IN THE TOP OF A 3- BY
 KR1311'4-FOOT BLACK BOULDER PROJECTING ABOUT 2 FEET ABOVE THE GROUND, 17.6
 KR1311'FEET NORTH OF THE NORTH RAIL OF THE EASTBOUND TRACK, 44 FEET SOUTHEAST
 KR1311'OF POWER POLE 32173, 17.4 FEET SOUTH OF A FENCE, AND ABOUT 1 FOOT
 KR1311'HIGHER THAN THE TRACK.  SEC 12, T19N, R 19E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1314 ***********************************************************************
 KR1314  DESIGNATION -  ESPEE RM 2
 KR1314  PID         -  KR1314
 KR1314  STATE/COUNTY-  NV/WASHOE
 KR1314  USGS QUAD   -  RENO (1982)
 KR1314
 KR1314                         *CURRENT SURVEY CONTROL
 KR1314  ___________________________________________________________________
 KR1314* NAD 83(1986)-  39 31 58.     (N)    119 47 20.     (W)     SCALED    
 KR1314* NAVD 88     -      1364.812  (meters)    4477.72   (feet)  ADJUSTED  
 KR1314  ___________________________________________________________________
 KR1314  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR1314  DYNAMIC HT  -        1363.575 (meters)    4473.66  (feet)  COMP
 KR1314  MODELED GRAV-     979,673.5   (mgal)                       NAVD 88
 KR1314
 KR1314  VERT ORDER  -  FIRST     CLASS I
 KR1314
 KR1314.The horizontal coordinates were scaled from a topographic map and have
 KR1314.an estimated accuracy of +/- 6 seconds.
 KR1314
 KR1314.The orthometric height was determined by differential leveling
 KR1314.and adjusted by the National Geodetic Survey in June 1991..
 KR1314.WARNING-Repeat measurements at this control monument indicate possible
 KR1314.vertical movement.
 KR1314
 KR1314.The geoid height was determined by GEOID03.
 KR1314
 KR1314.The dynamic height is computed by dividing the NAVD 88
 KR1314.geopotential number by the normal gravity value computed on the
 KR1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1314.degrees latitude (g = 980.6199 gals.).
 KR1314
 KR1314.The modeled gravity was interpolated from observed gravity values.
 KR1314
 KR1314;                    North         East    Units  Estimated Accuracy
 KR1314;SPC NV W     - 4,531,440.      696,360.      MT  (+/- 180 meters Scaled)
 KR1314
 KR1314                          SUPERSEDED SURVEY CONTROL
 KR1314
 KR1314  NGVD 29 (??/??/92) 1363.750  (m)         4474.24   (f) ADJ UNCH    1 1
 KR1314
 KR1314.Superseded values are not recommended for survey control.
 KR1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1314.See file dsdata.txt to determine how the superseded data were derived.
 KR1314
 KR1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD603796(NAD 83)
 KR1314_MARKER: DR = REFERENCE MARK DISK
 KR1314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1314_SP_SET: ABUTMENT
 KR1314_STAMPING: ESPEE NO 2 1946
 KR1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1314
 KR1314  HISTORY     - Date     Condition        Report By
 KR1314  HISTORY     - 1946     MONUMENTED       CGS
 KR1314  HISTORY     - 1969     GOOD             NGS
 KR1314
 KR1314                          STATION DESCRIPTION
 KR1314
 KR1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1314'1.3 MI E FROM RENO.
 KR1314'1.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1314'STATION AT RENO, 0.15 MILE EAST OF THE CROSSING OF SAGE STREET AND
 KR1314'MILEPOLE 244, IN THE TOP AND 0.6 FOOT NORTH OF THE SOUTH END OF THE
 KR1314'EAST CONCRETE ABUTMENT OF A BRIDGE, AND ABOUT LEVEL WITH THE TRACK.
 KR1314'1.35 MILES WEST OF SPARKS.  SEC 12, T19N, R 19E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3572 ***********************************************************************
 DF3572  DESIGNATION -  ET 1 LC
 DF3572  PID         -  DF3572
 DF3572  STATE/COUNTY-  NV/LINCOLN
 DF3572  USGS QUAD   -  MONTE MOUNTAIN (1987)
 DF3572
 DF3572                         *CURRENT SURVEY CONTROL
 DF3572  ___________________________________________________________________
 DF3572* NAD 83(1994)-  37 38 34.94130(N)    115 30 33.91054(W)     ADJUSTED  
 DF3572* NAVD 88     -      2426.4    (meters)    7961.     (feet)  VERTCON   
 DF3572  ___________________________________________________________________
 DF3572  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DF3572  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 DF3572
 DF3572  HORZ ORDER  -  THIRD
 DF3572
 DF3572.The horizontal coordinates were established by classical geodetic methods
 DF3572.and adjusted by the National Geodetic Survey in January 2003..
 DF3572
 DF3572.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF3572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF3572
 DF3572.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3572
 DF3572.The geoid height was determined by GEOID03.
 DF3572
 DF3572;                    North         East     Units Scale Factor Converg.
 DF3572;SPC NV E     - 8,320,989.976   206,522.715   MT  0.99990052   +0 02 42.5
 DF3572;SPC NV E     -27,299,781.28    677,566.61   sFT  0.99990052   +0 02 42.5
 DF3572;UTM  11      - 4,167,255.541   631,504.583   MT  0.99981301   +0 54 37.8
 DF3572
 DF3572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3572!SPC NV E     -   0.99962325  x   0.99990052  =   0.99952380
 DF3572!UTM  11      -   0.99962325  x   0.99981301  =   0.99943633
 DF3572
 DF3572                          SUPERSEDED SURVEY CONTROL
 DF3572
 DF3572  NGVD 29 (01/13/03) 2425.3    (m)         7957.     (f) VERT ANG       
 DF3572
 DF3572.Superseded values are not recommended for survey control.
 DF3572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3572.See file dsdata.txt to determine how the superseded data were derived.
 DF3572
 DF3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB3150567256(NAD 83)
 DF3572_MARKER: DD = SURVEY DISK
 DF3572_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DF3572_STAMPING: ET 1 LC 1963
 DF3572_MARK LOGO: USGS  
 DF3572_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF3572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3572
 DF3572  HISTORY     - Date     Condition        Report By
 DF3572  HISTORY     - 1963     MONUMENTED       USGS
 DF3572
 DF3572                          STATION DESCRIPTION
 DF3572
 DF3572'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DF3572'LOCATED ABOUT 17 MI WNW OF CRYSTAL SPRINGS, 8.5 MI NE OF STATE HWY 25,
 DF3572'ON SMALL TOP OF HIGH TIMBERED RIDGE---EAST END---.  STATION REACHED BY
 DF3572'HELICOPTER.  STATION MARK--STANDARD TABLET STAMPED---ET 1 LC
 DF3572'1963---CEMENTED IN ROCK IN PLACE.  REFERENCE MARK NO. 1--STANDARD
 DF3572'TABLET CEMENTED IN ROCK CREVICE, 1 FT LOWER THAN STATION MARK, 17.03
 DF3572'FT FROM STATION MARK.  REFERENCE MARK NO. 2--STANDARD TABLET CEMENTED
 DF3572'IN ROCK CREVICE, 2 FT LOWER THAN STATION MARK, 17.38 FT FROM STATION
 DF3572'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3573 ***********************************************************************
 DF3573  DESIGNATION -  ET 2 LC
 DF3573  PID         -  DF3573
 DF3573  STATE/COUNTY-  NV/LINCOLN
 DF3573  USGS QUAD   -  MONTE MOUNTAIN (1987)
 DF3573
 DF3573                         *CURRENT SURVEY CONTROL
 DF3573  ___________________________________________________________________
 DF3573* NAD 83(1994)-  37 44 31.18307(N)    115 31 01.62917(W)     ADJUSTED  
 DF3573* NAVD 88     -      2217.3    (meters)    7275.     (feet)  VERTCON   
 DF3573  ___________________________________________________________________
 DF3573  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 DF3573  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 DF3573
 DF3573  HORZ ORDER  -  THIRD
 DF3573
 DF3573.The horizontal coordinates were established by classical geodetic methods
 DF3573.and adjusted by the National Geodetic Survey in January 2003..
 DF3573
 DF3573.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF3573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF3573
 DF3573.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3573
 DF3573.The geoid height was determined by GEOID03.
 DF3573
 DF3573;                    North         East     Units Scale Factor Converg.
 DF3573;SPC NV E     - 8,331,971.570   205,835.482   MT  0.99990042   +0 02 25.9
 DF3573;SPC NV E     -27,335,810.06    675,311.91   sFT  0.99990042   +0 02 25.9
 DF3573;UTM  11      - 4,178,224.514   630,651.468   MT  0.99981025   +0 54 28.1
 DF3573
 DF3573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3573!SPC NV E     -   0.99965602  x   0.99990042  =   0.99955647
 DF3573!UTM  11      -   0.99965602  x   0.99981025  =   0.99946633
 DF3573
 DF3573                          SUPERSEDED SURVEY CONTROL
 DF3573
 DF3573  NGVD 29 (01/13/03) 2216.2    (m)         7271.     (f) VERT ANG       
 DF3573
 DF3573.Superseded values are not recommended for survey control.
 DF3573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3573.See file dsdata.txt to determine how the superseded data were derived.
 DF3573
 DF3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB3065178225(NAD 83)
 DF3573_MARKER: DD = SURVEY DISK
 DF3573_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DF3573_STAMPING: ET 2 LC 1963
 DF3573_MARK LOGO: USGS  
 DF3573_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF3573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3573
 DF3573  HISTORY     - Date     Condition        Report By
 DF3573  HISTORY     - 1963     MONUMENTED       USGS
 DF3573
 DF3573                          STATION DESCRIPTION
 DF3573
 DF3573'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DF3573'LOCATED ABOUT 33 MI NW OF ALAMO, ABOUT 9.5 MI NE OF TEM PIUTE ON THE
 DF3573'HIGHEST POINT OF A ROCKY N-S RIDGE.  REACHED BY HELICOPTER.  STATION
 DF3573'MARK--STANDARD TABLET STAMPED---ET 2 LC 1963---CEMENTED IN DRILL HOLE
 DF3573'IN BEDROCK.  REFERENCE MARK NO. 1--STANDARD TABLET CEMENTED IN DRILL
 DF3573'HOLE IN BED- ROCK 17.06 FT FROM STATION, AND 9.2 FT LOWER.  REFERENCE
 DF3573'MARK NO. 2--STANDARD TABLET CEMENTED IN DRILL HOLE IN BED- ROCK, 19.99
 DF3573'FT FROM STATION MARK AND 4.9 FT LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3574 ***********************************************************************
 DF3574  DESIGNATION -  ET 3 LC
 DF3574  PID         -  DF3574
 DF3574  STATE/COUNTY-  NV/LINCOLN
 DF3574  USGS QUAD   -  MONTE MOUNTAIN (1987)
 DF3574
 DF3574                         *CURRENT SURVEY CONTROL
 DF3574  ___________________________________________________________________
 DF3574* NAD 83(1994)-  37 44 13.24877(N)    115 33 36.36441(W)     ADJUSTED  
 DF3574* NAVD 88     -      2121.3    (meters)    6960.     (feet)  VERTCON   
 DF3574  ___________________________________________________________________
 DF3574  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 DF3574  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 DF3574
 DF3574  HORZ ORDER  -  THIRD
 DF3574
 DF3574.The horizontal coordinates were established by classical geodetic methods
 DF3574.and adjusted by the National Geodetic Survey in January 2003..
 DF3574
 DF3574.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF3574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF3574
 DF3574.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3574
 DF3574.The geoid height was determined by GEOID03.
 DF3574
 DF3574;                    North         East     Units Scale Factor Converg.
 DF3574;SPC NV E     - 8,331,416.883   202,047.594   MT  0.99990005   +0 00 51.2
 DF3574;SPC NV E     -27,333,990.22    662,884.48   sFT  0.99990005   +0 00 51.2
 DF3574;UTM  11      - 4,177,612.619   626,872.772   MT  0.99979826   +0 52 53.0
 DF3574
 DF3574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3574!SPC NV E     -   0.99967109  x   0.99990005  =   0.99957117
 DF3574!UTM  11      -   0.99967109  x   0.99979826  =   0.99946941
 DF3574
 DF3574                          SUPERSEDED SURVEY CONTROL
 DF3574
 DF3574  NGVD 29 (01/13/03) 2120.2    (m)         6956.     (f) VERT ANG       
 DF3574
 DF3574.Superseded values are not recommended for survey control.
 DF3574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3574.See file dsdata.txt to determine how the superseded data were derived.
 DF3574
 DF3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB2687377613(NAD 83)
 DF3574_MARKER: DD = SURVEY DISK
 DF3574_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DF3574_STAMPING: ED 3 LC 1963
 DF3574_MARK LOGO: USGS  
 DF3574_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF3574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF3574+STABILITY: SURFACE MOTION
 DF3574
 DF3574  HISTORY     - Date     Condition        Report By
 DF3574  HISTORY     - 1963     MONUMENTED       USGS
 DF3574
 DF3574                          STATION DESCRIPTION
 DF3574
 DF3574'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DF3574'LOCATED ABOUT 22.5 MI NW OF CRYSTAL SPRINGS, NEVADA, AND 11 MI NE OF
 DF3574'STATE HIGHWAY 25 ON A PROMINENT JAGGED AND REDDISH-BROWN ROCK RIDGE.
 DF3574'STATION REACHED BY HELICOPTER.  STATION MARK--STANDARD TABLET
 DF3574'STAMPED---ET 3 LC 1963---CEMENTED IN DRILL HOLE IN SOLID ROCK.
 DF3574'REFERENCE MARK NO. 1-STANDARD TABLET CEMENTED IN DRILL HOLE IN SOLID
 DF3574'ROCK, 17.22 FT FROM STATION MARK.  REFERENCE MARK NO. 2-STANDARD
 DF3574'TABLET CEMENTED IN DRILL HOLE IN SOLID ROCK, 17.21 FT FROM STATION
 DF3574'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3575 ***********************************************************************
 DF3575  DESIGNATION -  ET 4 LC
 DF3575  PID         -  DF3575
 DF3575  STATE/COUNTY-  NV/LINCOLN
 DF3575  USGS QUAD   -  MEEKER PEAK (1985)
 DF3575
 DF3575                         *CURRENT SURVEY CONTROL
 DF3575  ___________________________________________________________________
 DF3575* NAD 83(1994)-  37 46 12.13562(N)    115 36 54.94496(W)     ADJUSTED  
 DF3575* NAVD 88     -      1849.3    (meters)    6067.     (feet)  VERTCON   
 DF3575  ___________________________________________________________________
 DF3575  LAPLACE CORR-           8.75  (seconds)                    DEFLEC99
 DF3575  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 DF3575
 DF3575  HORZ ORDER  -  THIRD
 DF3575
 DF3575.The horizontal coordinates were established by classical geodetic methods
 DF3575.and adjusted by the National Geodetic Survey in January 2003..
 DF3575
 DF3575.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF3575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF3575
 DF3575.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3575
 DF3575.The geoid height was determined by GEOID03.
 DF3575
 DF3575;                    North         East     Units Scale Factor Converg.
 DF3575;SPC NV E     - 8,335,082.150   197,187.130   MT  0.99990010   -0 01 10.4
 DF3575;SPC NV E     -27,346,015.35    646,938.11   sFT  0.99990010   -0 01 10.4
 DF3575;UTM  11      - 4,181,203.486   621,957.911   MT  0.99978320   +0 50 53.7
 DF3575
 DF3575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3575!SPC NV E     -   0.99971375  x   0.99990010  =   0.99961388
 DF3575!UTM  11      -   0.99971375  x   0.99978320  =   0.99949702
 DF3575
 DF3575                          SUPERSEDED SURVEY CONTROL
 DF3575
 DF3575  NGVD 29 (01/13/03) 1848.3    (m)         6064.     (f) VERT ANG       
 DF3575
 DF3575.Superseded values are not recommended for survey control.
 DF3575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3575.See file dsdata.txt to determine how the superseded data were derived.
 DF3575
 DF3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB2195881203(NAD 83)
 DF3575_MARKER: DD = SURVEY DISK
 DF3575_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DF3575_STAMPING: ET 4 LC 1963
 DF3575_MARK LOGO: USGS  
 DF3575_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF3575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF3575+STABILITY: SURFACE MOTION
 DF3575
 DF3575  HISTORY     - Date     Condition        Report By
 DF3575  HISTORY     - 1963     MONUMENTED       USGS
 DF3575
 DF3575                          STATION DESCRIPTION
 DF3575
 DF3575'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DF3575'LOCATED ABOUT 26.5 MI NW OF CRYSTAL SPRINGS, NEVADA AND 8 MI N OF THE
 DF3575'LINCOLN MINE.  STATION IS ON THE HIGHEST POINT OF A PROMINENT TOP AT
 DF3575'THE BASE OF THE SW END OF THE WORTHINGTON MOUNTAINS.  STATION REACHED
 DF3575'BY HELICOPTER.  STATION MARK--STANDARD TABLET STAMPED---ET 4 LC
 DF3575'1963---CEMENTED IN DRILL HOLE IN TOP OF ROCK OUTCROP.  REFERENCE MARK
 DF3575'NO. 1--STANDARD TABLET CEMENTED IN DRILL HOLE IN TOP OF ROCK OUTCROP,
 DF3575'22.92 FT FROM STATION MARK.  REFERENCE MARK NO. 2--STANDARD TABLET
 DF3575'CEMENTED IN DRILL HOLE IN TOP OF ROCK OUTCROP, 22.09 FT FROM STATION
 DF3575'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3576 ***********************************************************************
 DF3576  DESIGNATION -  ET 5 LC
 DF3576  PID         -  DF3576
 DF3576  STATE/COUNTY-  NV/LINCOLN
 DF3576  USGS QUAD   -  WHITE BLOTCH SPRINGS NE (1987)
 DF3576
 DF3576                         *CURRENT SURVEY CONTROL
 DF3576  ___________________________________________________________________
 DF3576* NAD 83(1994)-  37 37 48.84259(N)    115 45 17.18937(W)     ADJUSTED  
 DF3576* NAVD 88     -      1481.8    (meters)    4862.     (feet)  VERTCON   
 DF3576  ___________________________________________________________________
 DF3576  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 DF3576  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 DF3576
 DF3576  HORZ ORDER  -  THIRD
 DF3576
 DF3576.The horizontal coordinates were established by classical geodetic methods
 DF3576.and adjusted by the National Geodetic Survey in January 2003..
 DF3576
 DF3576.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF3576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF3576
 DF3576.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3576
 DF3576.The geoid height was determined by GEOID03.
 DF3576
 DF3576;                    North         East     Units Scale Factor Converg.
 DF3576;SPC NV E     - 8,319,580.127   184,868.086   MT  0.99990282   -0 06 16.8
 DF3576;SPC NV E     -27,295,155.80    606,521.38   sFT  0.99990282   -0 06 16.8
 DF3576;UTM  11      - 4,165,519.081   609,876.324   MT  0.99974870   +0 45 37.3
 DF3576
 DF3576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3576!SPC NV E     -   0.99977149  x   0.99990282  =   0.99967433
 DF3576!UTM  11      -   0.99977149  x   0.99974870  =   0.99952025
 DF3576
 DF3576                          SUPERSEDED SURVEY CONTROL
 DF3576
 DF3576  NGVD 29 (01/13/03) 1480.7    (m)         4858.     (f) VERT ANG       
 DF3576
 DF3576.Superseded values are not recommended for survey control.
 DF3576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3576.See file dsdata.txt to determine how the superseded data were derived.
 DF3576
 DF3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB0987665519(NAD 83)
 DF3576_MARKER: DD = SURVEY DISK
 DF3576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF3576_STAMPING: ET 5 LC
 DF3576_MARK LOGO: USGS  
 DF3576_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF3576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF3576+STABILITY: SURFACE MOTION
 DF3576
 DF3576  HISTORY     - Date     Condition        Report By
 DF3576  HISTORY     - 1963     MONUMENTED       USGS
 DF3576
 DF3576                          STATION DESCRIPTION
 DF3576
 DF3576'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DF3576'LOCATED ABOUT 28.5 MI WNW OF CRYSTAL SPRINGS, ABOUT 6.5 MI W OF COYOTE
 DF3576'PEAK, ABOUT 1 MI S OF STATE HWY 25, IN SOUTH END OF PENOYER VALLEY
 DF3576'JUST S OF E-W DIRT RD.  STATION REACHED BY HELICOPTER, BUT IS AN EASY
 DF3576'DRIVE STATION.  STATION MARK--STANDARD TABLET STAMPED---ET 5 LC, SET
 DF3576'IN TOP OF CON- CRETE POST.  REFERENCE MARK NO. 1--STANDARD TABLET
 DF3576'CEMENTED IN TOP OF CONCRETE POST 64.04 FT FROM STATION MARK.
 DF3576'REFERENCE MARK NO. 2--STANDARD TABLET CEMENTED IN TOP OF CONCRETE POST
 DF3576'120.44 FT FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3577 ***********************************************************************
 DF3577  DESIGNATION -  ET 6 LC
 DF3577  PID         -  DF3577
 DF3577  STATE/COUNTY-  NV/LINCOLN
 DF3577  USGS QUAD   -  WHITE BLOTCH SPRINGS SE (1987)
 DF3577
 DF3577                         *CURRENT SURVEY CONTROL
 DF3577  ___________________________________________________________________
 DF3577* NAD 83(1994)-  37 30 19.27279(N)    115 45 08.16023(W)     ADJUSTED  
 DF3577* NAVD 88     -      2489.6    (meters)    8168.     (feet)  VERTCON   
 DF3577  ___________________________________________________________________
 DF3577  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DF3577  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 DF3577
 DF3577  HORZ ORDER  -  THIRD
 DF3577
 DF3577.The horizontal coordinates were established by classical geodetic methods
 DF3577.and adjusted by the National Geodetic Survey in January 2003..
 DF3577
 DF3577.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF3577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF3577
 DF3577.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3577
 DF3577.The geoid height was determined by GEOID03.
 DF3577
 DF3577;                    North         East     Units Scale Factor Converg.
 DF3577;SPC NV E     - 8,305,720.820   185,064.544   MT  0.99990275   -0 06 10.3
 DF3577;SPC NV E     -27,249,685.72    607,165.92   sFT  0.99990275   -0 06 10.3
 DF3577;UTM  11      - 4,151,666.438   610,281.639   MT  0.99974981   +0 45 35.1
 DF3577
 DF3577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3577!SPC NV E     -   0.99961343  x   0.99990275  =   0.99951622
 DF3577!UTM  11      -   0.99961343  x   0.99974981  =   0.99936334
 DF3577
 DF3577                          SUPERSEDED SURVEY CONTROL
 DF3577
 DF3577  NGVD 29 (01/13/03) 2488.4    (m)         8164.     (f) VERT ANG       
 DF3577
 DF3577.Superseded values are not recommended for survey control.
 DF3577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3577.See file dsdata.txt to determine how the superseded data were derived.
 DF3577
 DF3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB1028251666(NAD 83)
 DF3577_MARKER: DD = SURVEY DISK
 DF3577_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DF3577_STAMPING: ET 6 LC 1963
 DF3577_MARK LOGO: USGS  
 DF3577_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF3577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF3577+STABILITY: SURFACE MOTION
 DF3577
 DF3577  HISTORY     - Date     Condition        Report By
 DF3577  HISTORY     - 1963     MONUMENTED       USGS
 DF3577
 DF3577                          STATION DESCRIPTION
 DF3577
 DF3577'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DF3577'LOCATED ABOUT 30 MI W OF ASH SPRINGS, ABOUT 7 MI SW OF STATE HWY 25,
 DF3577'ON NARROW WHITE LIMESTONE PEAK.  STATION REACHED BY HELICOPTER.
 DF3577'STATION MARK--STANDARD BM TABLET STAMPED---ET 6 LC 1963---SET IN DRILL
 DF3577'HOLE IN ROCK.  REFERENCE MARK NO. 1--STANDARD TABLET SET IN DRILL HOLE
 DF3577'IN ROCK, 16.24 FT FROM STATION MARK.  REFERENCE MARK NO. 2--STANDARD
 DF3577'TABLET SET IN DRILL HOLE IN ROCK, 12.69 FT FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3578 ***********************************************************************
 DF3578  DESIGNATION -  ET 7 LC
 DF3578  PID         -  DF3578
 DF3578  STATE/COUNTY-  NV/LINCOLN
 DF3578  USGS QUAD   -  GROOM RANGE NE (1983)
 DF3578
 DF3578                         *CURRENT SURVEY CONTROL
 DF3578  ___________________________________________________________________
 DF3578* NAD 83(1994)-  37 29 50.32647(N)    115 36 37.42508(W)     ADJUSTED  
 DF3578* NAVD 88     -      1469.5    (meters)    4821.     (feet)  VERTCON   
 DF3578  ___________________________________________________________________
 DF3578  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 DF3578  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 DF3578
 DF3578  HORZ ORDER  -  THIRD
 DF3578
 DF3578.The horizontal coordinates were established by classical geodetic methods
 DF3578.and adjusted by the National Geodetic Survey in January 2003..
 DF3578
 DF3578.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF3578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF3578
 DF3578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3578
 DF3578.The geoid height was determined by GEOID03.
 DF3578
 DF3578;                    North         East     Units Scale Factor Converg.
 DF3578;SPC NV E     - 8,304,815.440   197,607.138   MT  0.99990007   -0 00 59.3
 DF3578;SPC NV E     -27,246,715.32    648,316.09   sFT  0.99990007   -0 00 59.3
 DF3578;UTM  11      - 4,150,950.065   622,834.764   MT  0.99978585   +0 50 45.6
 DF3578
 DF3578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3578!SPC NV E     -   0.99977342  x   0.99990007  =   0.99967352
 DF3578!UTM  11      -   0.99977342  x   0.99978585  =   0.99955932
 DF3578
 DF3578                          SUPERSEDED SURVEY CONTROL
 DF3578
 DF3578  NGVD 29 (01/13/03) 1468.5    (m)         4818.     (f) VERT ANG       
 DF3578
 DF3578.Superseded values are not recommended for survey control.
 DF3578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3578.See file dsdata.txt to determine how the superseded data were derived.
 DF3578
 DF3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB2283550950(NAD 83)
 DF3578_MARKER: DD = SURVEY DISK
 DF3578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF3578_STAMPING: ET 7 LC
 DF3578_MARK LOGO: USGS  
 DF3578_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF3578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF3578+STABILITY: SURFACE MOTION
 DF3578
 DF3578  HISTORY     - Date     Condition        Report By
 DF3578  HISTORY     - 1963     MONUMENTED       USGS
 DF3578
 DF3578                          STATION DESCRIPTION
 DF3578
 DF3578'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DF3578'LOCATED ABOUT 21.5 MI WSW OF CRYSTAL SPRINGS, ABOUT 2.5 MI SW OF STATE
 DF3578'HWY 25, NEAR NORTHWEST END OF DESERT VALLEY.  TO REACH FROM JCT OF HWY
 DF3578'93 S OF HIKO, DRIVE WESTERLY ALONG STATE HWY 25 27.4 MI TO PROMINENT
 DF3578'DIRT RD SW, TURN LEFT 2.5 MI TO DIM TRACK RD SE, TURN SHARP LEFT 1.1
 DF3578'MI TO PROMINENT DRAIN---SECOND---, CROSS DRAIN TO STATION MARK ON
 DF3578'RIGHT ABOUT 45 FT FROM RD.  STATION MARK--STANDARD TABLET STAMPED---ET
 DF3578'7 LC 1963---, IN CONCRETE POST PROJECTING 6 INCHES.  REFERENCE MARK
 DF3578'NO. 1--STANDARD TABLET IN CONCRETE POST, 59.64 FT FROM STATION MARK.
 DF3578'REFERENCE MARK NO.2--STANDARD TABLET SET IN DRILL HOLE IN ROCK IN
 DF3578'PLACE, 20.18 FT FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0548 ***********************************************************************
 LS0548  DESIGNATION -  EUGENE
 LS0548  PID         -  LS0548
 LS0548  STATE/COUNTY-  NV/PERSHING
 LS0548  USGS QUAD   -  WOODY CANYON (1982)
 LS0548
 LS0548                         *CURRENT SURVEY CONTROL
 LS0548  ___________________________________________________________________
 LS0548* NAD 83(1994)-  40 48 55.29718(N)    118 11 13.49697(W)     ADJUSTED  
 LS0548* NAVD 88     -      2296.     (meters)    7533.     (feet)  SCALED    
 LS0548  ___________________________________________________________________
 LS0548  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 LS0548  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 LS0548
 LS0548  HORZ ORDER  -  FIRST
 LS0548
 LS0548.The horizontal coordinates were established by classical geodetic methods
 LS0548.and adjusted by the National Geodetic Survey in June 1998..
 LS0548
 LS0548.The orthometric height was scaled from a topographic map.
 LS0548
 LS0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0548
 LS0548.The geoid height was determined by GEOID03.
 LS0548
 LS0548;                    North         East     Units Scale Factor Converg.
 LS0548;SPC NV W     - 4,673,218.568   833,428.196   MT  0.99991375   +0 15 32.4
 LS0548;SPC NV W     -15,332,051.25  2,734,339.01   sFT  0.99991375   +0 15 32.4
 LS0548;UTM  11      - 4,518,938.569   399,885.405   MT  0.99972336   -0 46 33.5
 LS0548
 LS0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0548!SPC NV W     -   0.99964326  x   0.99991375  =   0.99955704
 LS0548!UTM  11      -   0.99964326  x   0.99972336  =   0.99936672
 LS0548
 LS0548|---------------------------------------------------------------------|
 LS0548| PID    Reference Object                     Distance      Geod. Az  |
 LS0548|                                                           dddmmss.s |
 LS0548| LS0549 EUGENE RM 1                          13.955 METERS 19135     |
 LS0548| DB7248 EUGENE AZ MK                                       1955044.9 |
 LS0548| DB7249 EUGENE RM 2                           7.650 METERS 27409     |
 LS0548|---------------------------------------------------------------------|
 LS0548
 LS0548                          SUPERSEDED SURVEY CONTROL
 LS0548
 LS0548  NAD 83(1986)-  40 48 55.30405(N)    118 11 13.48983(W) AD(       ) 1
 LS0548  NAD 27      -  40 48 55.65000(N)    118 11 09.96400(W) AD(       ) 1
 LS0548
 LS0548.Superseded values are not recommended for survey control.
 LS0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0548.See file dsdata.txt to determine how the superseded data were derived.
 LS0548
 LS0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF9988518939(NAD 83)
 LS0548_MARKER: DS = TRIANGULATION STATION DISK
 LS0548_SETTING: 80 = SET IN A BOULDER
 LS0548_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LS0548
 LS0548  HISTORY     - Date     Condition        Report By
 LS0548  HISTORY     - 1940     MONUMENTED       USGS
 LS0548  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LS0548
 LS0548                          STATION DESCRIPTION
 LS0548
 LS0548'DESCRIBED BY US GEOLOGICAL SURVEY 1940 (JCS)
 LS0548'STATION IS ABOUT 26 MILES WSW OF WINNEMUCCA AND 11 MILES
 LS0548'W OF N OF IMLAY, ON THE SOUTHERLY AND SLIGHTLY LOWER OF THE TWO
 LS0548'HIGHEST SUMMITS OF THE EUGENE MOUNTAINS, IN T 34 N, R 34 E.
 LS0548'
 LS0548'STATION MARK IS A STANDARD U.S.G.S. BRONZE DISK SET IN A
 LS0548'BURIED BOULDER, AND STAMPED EUGENE 1938.
 LS0548'
 LS0548'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S. BRONZE DISK SET
 LS0548'IN ROCK OUTCROP, STAMPED EUGENE 1938.
 LS0548'
 LS0548'REFERENCE MARK NO. 2 IS A STANDARD U.S.G.S. BRONZE DISK SET IN
 LS0548'ROCK OUTCROP, STAMPED EUGENE 1938.
 LS0548'
 LS0548'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LS0548'IN A BOULDER.
 LS0548'
 LS0548'STATION IS REACHED FROM IMLAY BY FOLLOWING U.S. HIGHWAYS 40
 LS0548'AND 95 W, 1.0 MILE, THENCE RIGHT, N, ON GRAVELED ROAD 0.3
 LS0548'MILE AND CROSS RAILROAD TRACK, GO 0.05 MILE AND TAKE LEFT FORK
 LS0548'AND CONTINUE ON GRAVELED ROAD FOR 3.85 MILES TO A BRIDGE OVER THE
 LS0548'HUMBOLDT RIVER THENCE BLADED DIRT ROAD FOR 3.6 MILES TO U.S.G.S.
 LS0548'BENCH MARK (16 L ELEVATION, 4168 FEET), TAKE RIGHT FORK, TRACK
 LS0548'ROAD, LEADING N 1.6 MILES, AND CONTINUE STRAIGHT AHEAD ON
 LS0548'LEFT FORK, GO 1.6 MILES AND TAKE RIGHT FORK AT A U.S.G.S.
 LS0548'BENCH MARK ELEVATION, 4365 FEET, (CONCRETE POURED IN STOVE
 LS0548'PIPE), GO 2.1 MILES TOWARDS WINDMILL AT MOUTH OF CANYON,
 LS0548'WHICH IS VISIBLE FROM THE U.S.G.S. BENCH MARK (GOOD
 LS0548'DRINKING WATER AT THE WINDMILL).  CONTINUE UP CANYON ON
 LS0548'TRACK ROAD, MOSTLY IN THE WASH, FOR 2.95 MILES TO AN OLD
 LS0548'SHEEPHERDERS CAMP SITE, TURN RIGHT AND CONTINUE UP MAIN
 LS0548'CANYON 0.6 MILE TO DEEP CROSS WASH COMING FROM CANYON ON
 LS0548'LEFT.  (THIS POINT IS END OF TRUCK TRAVEL).  FROM END
 LS0548'OF TRUCK TRAVEL STATION LIES AT THE CENTER AND HIGHEST
 LS0548'POINT OF HEAD WATERS OF THE CANYON COMING IN FROM THE LEFT, N.
 LS0548'BEST ROUTE FROM END OF TRUCK TRAVEL, CONTINUE E UP CANYON FOR
 LS0548'ABOUT 100 YARDS, THENCE BEAR LEFT, NE, UP THE RIDGE TO
 LS0548'THE TOP AND THE AZIMUTH MARK, AT FIRST HIGHEST POINT WHICH
 LS0548'IS ABOUT A HALF HOURS PACK FROM END OF TRUCK TRAVEL.  AT THIS
 LS0548'POINT THE STATION IS VISIBLE TO THE N ABOUT 0.75 MILE,
 LS0548'CONTINUE AROUND RIDGE TO TOP AND STATION.  (1-1/2 HOUR PACK).
 LS0548
 LS0548                          STATION RECOVERY (1957)
 LS0548
 LS0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0548'THE STATION MARK HAS BEEN REMOVED.  STATION EUGENE 2 (USGS)
 LS0548'FOUND ESTABLISHED NEAR LOCATION OF THE ORIGINAL MARK.  REFERENCE
 LS0548'MARKS 1 AND 2 WERE RECOVERED.  NO ATTEMPT WAS MADE TO RECOVER
 LS0548'THE AZIMUTH MARK.
 LS0548'
 LS0548'THE NEW STATION MARK IS A USGS ALUMINUM DISK SET IN A DRILL
 LS0548'HOLE IN A FLAT ROCK (BURIED) AND STAMPED EUGENE 2.
 LS0548'
 LS0548'REFERENCE MARKS ARE STANDARD USGS BRONZE DISKS (ORIGINAL MARKS)
 LS0548'STAMPED EUGENE 1 1938 AND EUGENE 2 1938 RESPECTIVELY.
 LS0548'
 LS0548'THE ORIGINAL ROUTE TO STATION IS STILL ADEQUATE, HOWEVER,
 LS0548'IN DRY WEATHER STATION CAN BE DRIVEN WITH A 4-WHEEL DRIVE VEHICLE.
 LS0548'
 LS0548'SEE NEW DESCRIPTION EUGENE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0547 ***********************************************************************
 LS0547  DESIGNATION -  EUGENE 2
 LS0547  PID         -  LS0547
 LS0547  STATE/COUNTY-  NV/PERSHING
 LS0547  USGS QUAD   -  WOODY CANYON (1982)
 LS0547
 LS0547                         *CURRENT SURVEY CONTROL
 LS0547  ___________________________________________________________________
 LS0547* NAD 83(1994)-  40 48 55.34528(N)    118 11 13.48467(W)     ADJUSTED  
 LS0547* NAVD 88     -      2295.8    (meters)    7532.     (feet)  VERTCON   
 LS0547  ___________________________________________________________________
 LS0547  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 LS0547  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 LS0547
 LS0547  HORZ ORDER  -  SECOND
 LS0547
 LS0547.The horizontal coordinates were established by classical geodetic methods
 LS0547.and adjusted by the National Geodetic Survey in June 1998..
 LS0547
 LS0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0547
 LS0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0547
 LS0547.The geoid height was determined by GEOID03.
 LS0547
 LS0547;                    North         East     Units Scale Factor Converg.
 LS0547;SPC NV W     - 4,673,220.052   833,428.477   MT  0.99991375   +0 15 32.4
 LS0547;SPC NV W     -15,332,056.12  2,734,339.93   sFT  0.99991375   +0 15 32.4
 LS0547;UTM  11      - 4,518,940.048   399,885.713   MT  0.99972336   -0 46 33.5
 LS0547
 LS0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0547!SPC NV W     -   0.99964330  x   0.99991375  =   0.99955708
 LS0547!UTM  11      -   0.99964330  x   0.99972336  =   0.99936676
 LS0547
 LS0547|---------------------------------------------------------------------|
 LS0547| PID    Reference Object                     Distance      Geod. Az  |
 LS0547|                                                           dddmmss.s |
 LS0547| LS0549 EUGENE RM 1                          15.467 METERS 19132     |
 LS0547| DB7249 EUGENE RM 2                           7.979 METERS 26321     |
 LS0547| DB7248 EUGENE AZ MK                                       3024818.6 |
 LS0547|---------------------------------------------------------------------|
 LS0547
 LS0547                          SUPERSEDED SURVEY CONTROL
 LS0547
 LS0547  NAD 83(1986)-  40 48 55.35229(N)    118 11 13.47749(W) AD(       ) 2
 LS0547  NAD 27      -  40 48 55.69820(N)    118 11 09.95140(W) AD(       ) 2
 LS0547  NGVD 29 (07/19/86) 2294.7    (m)         7529.     (f) VERT ANG       
 LS0547
 LS0547.Superseded values are not recommended for survey control.
 LS0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0547.See file dsdata.txt to determine how the superseded data were derived.
 LS0547
 LS0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF9988618940(NAD 83)
 LS0547_MARKER: DS = TRIANGULATION STATION DISK
 LS0547_SETTING: 66 = SET IN ROCK OUTCROP
 LS0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0547
 LS0547  HISTORY     - Date     Condition        Report By
 LS0547  HISTORY     - 1957     MONUMENTED       USGS
 LS0547  HISTORY     - 1958     GOOD             CGS
 LS0547  HISTORY     - 1958     GOOD             CGS
 LS0547
 LS0547                          STATION DESCRIPTION
 LS0547
 LS0547'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (RFL)
 LS0547'THE STATION IS ABOUT 26 MILES WEST-SOUTHWEST OF WINNEMUCCA AND
 LS0547'11 MILES NORTH-NORTHWEST OF IMLAY, ON THE SUMMIT OF THE
 LS0547'SOUTHERLY AND SLIGHTLY LOWER ONE OF THE TWO HIGHEST SUMMITS
 LS0547'OF THE EUGENE MOUNTAINS.
 LS0547'
 LS0547'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND THE IMLAY
 LS0547'ROAD TURN-OFF, GO SOUTHWEST ON U.S. HIGHWAY 40 FOR 1.0 MILE
 LS0547'TO THE JUNGO ROAD JUNCTION.  TURN RIGHT AND GO NORTHWESTERLY
 LS0547'ON THE JUNGO ROAD FOR 7.9 MILES TO A FORK.  TURN RIGHT OFF
 LS0547'JUNGO ROAD AND GO NORTH FOR 1.6 MILES (PASSING A WINDMILL
 LS0547'ENROUTE) TO A Y-FORK.  KEEP LEFT FORK NORTH ON MAIN ROAD
 LS0547'FOR 1.6 MILES TO ANOTHER Y-FORK.  TAKE RIGHT FORK, NORTHEAST,
 LS0547'FOR 2.2 MILES TO A WINDMILL AND WATER TANKS ON THE LEFT.  KEEP
 LS0547'TO RIGHT OF WINDMILL AND FOLLOW OLD ROAD EASTERLY UP WASH
 LS0547'AND CANYON FOR 2.9 MILES TO AN OLD DESERTED CABIN.  CONTINUE
 LS0547'ON ROAD UP CANYON FOR 0.6 MILE TO FORKS IN ROAD AND FORKS
 LS0547'IN CANYON.  TAKE BLADED ROAD LEFT, UP LEFT HAND CANYON, AND
 LS0547'FOLLOW STEEP WINDING ROAD UP MOUNTAIN FOR 2.3 MILES TO A CURVE
 LS0547'IN THE ROAD NEAR CREST OF MAIN RIDGE ABOUT 0.1 MILE NORTHEAST
 LS0547'OF THE END OF THE ROAD AT A MINE SHAFT.  TURN RIGHT OFF
 LS0547'ROAD AND GO UP RIDGE TO CREST OF SADDLE, THENCE BEAR
 LS0547'RIGHT AND FOLLOW THE CREST OF THE RIDGE EASTERLY TO THE
 LS0547'SUMMIT AND STATION.  A DISTANCE OF 0.7 MILE FROM THE
 LS0547'ROAD TURN-OFF.
 LS0547'
 LS0547'THE STATION MARK IS A USGS ALUMINUM DISK SET IN A DRILL
 LS0547'HOLE IN A FLAT ROCK (BURIED).  STAMPED EUGENE 2.
 LS0547'
 LS0547'REFERENCE MARKS ARE STANDARD USGS BRONZE DISKS SET IN OUTCROP.
 LS0547'STAMPED EUGENE 1 1938 AND EUGENE 2 1938 RESPECTIVELY.
 LS0547'
 LS0547'MEASUREMENT TO REFERENCE MARK 1 IS APPROXIMATE BECAUSE OF
 LS0547'STRONG WINDS ACROSS TAPE.
 LS0547'
 LS0547'EUGENE 2 (USGS) IS TIED TO EUGENE (USGS) THROUGH MEASUREMENTS
 LS0547'TO THE REFERENCE MARKS.  THE POSITION CHECK INDICATES THAT THE
 LS0547'DISTANCES TO THE REFERENCE MARKS ARE CORRECT.
 LS0547
 LS0547                          STATION RECOVERY (1958)
 LS0547
 LS0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0547'STATION RECOVERED AS DESCRIBED.  THE STATION AND REFERENCE
 LS0547'MARKS ARE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED
 LS0547'FOR DUE TO A NEW ROUTE TO THE STATION.  ANOTHER AZIMUTH MARK
 LS0547'WAS ESTABLISHED AND DESCRIBED BELOW.  A COMPLETE DESCRIPTION
 LS0547'FOLLOWS.
 LS0547'
 LS0547'STATION IS LOCATED, AIRLINE, ABOUT 26 MILES WEST-SOUTHWEST
 LS0547'OF WINNEMUCCA, 11 MILES NORTH-NORTHWEST OF IMLAY AND ON THE
 LS0547'SUMMIT OF THE SOUTHERLY AND SLIGHTLY LOWER ONE OF THE TWO
 LS0547'HIGHEST SUMMITS OF THE EUGENE MOUNTAINS.
 LS0547'
 LS0547'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 LS0547'HIGHWAY 40 AND THE IMLAY ROAD TURN-OFF, GO SOUTHWEST ON U.S.
 LS0547'HIGHWAY 40 FOR 1.0 MILE TO THE JUNGO ROAD JUNCTION.  TURN
 LS0547'RIGHT ON THE JUNGO ROAD AND GO 7.9 MILES TO A FORK.  TAKE THE
 LS0547'RIGHT FORK, NORTH, AND GO 1.6 MILES TO A Y FORK.  TAKE THE
 LS0547'LEFT FORK, NORTH, AND GO 1.6 MILES TO ANOTHER Y FORK.  TAKE
 LS0547'THE RIGHT FORK, NORTHEAST, AND GO 2.2 MILES TO A WINDMILL
 LS0547'AND WATER TANKS ON THE LEFT.  KEEP TO THE RIGHT AND GO
 LS0547'EASTERLY UP THE WASH AND CANYON ON A TRACK ROAD FOR 2.9 MILES
 LS0547'TO AN OLD CABIN.  CONTINUE ON THE ROAD UP THE CANYON
 LS0547'FOR 0.8 MILE TO A Y FORK.  TAKE THE LEFT FORK UP THE
 LS0547'LEFT CANYON AND FOLLOW THE STEEP, WINDING ROAD FOR 2.3
 LS0547'MILES TO A CURVE IN THE ROAD NEAR THE CREST OF THE MAIN
 LS0547'RIDGE, ABOUT 0.1 MILE NORTHEAST OF THE END OF THE ROAD
 LS0547'AT A MINE SHAFT.  TURN RIGHT, OFF THE ROAD AND GO 0.2 MILE TO
 LS0547'THE CREST OF THE RIDGE AND THE AZIMUTH MARK 0.1 MILE TO
 LS0547'THE LEFT, NORTHWEST, AT A CARIN.  FROM THE CREST OF THE RIDGE
 LS0547'FOLLOW THE RIDGE SOUTHEASTERLY FOR 0.7 MILE TO THE
 LS0547'HIGHEST POINT AND THE STATION.  THE ROAD IS NARROW AND
 LS0547'STEEP AND THE LAST 0.7 MILE IS STEEP AND ROUGH SO A FOUR
 LS0547'WHEEL DRIVE TRUCK IS NECESSARY.
 LS0547'
 LS0547'STATION MARK, STAMPED EUGENE 2, IS USGS ALUMINUM DISK CEMENTED
 LS0547'IN A DRILL HOLE IN A FLAT ROCK 2 FEET IN DIAMETER AND PROJECTING
 LS0547'5 INCHES.
 LS0547'
 LS0547'REFERENCE MARK NUMBER 1, STAMPED EUGENE 1 1938, IS A USGS
 LS0547'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 LS0547'1 FOOT IN DIAMETER, PROJECTING 6 INCHES AND ABOUT 6 FEET
 LS0547'LOWER THAN THE STATION MARK.
 LS0547'
 LS0547'REFERENCE MARK NUMBER 2, STAMPED EUGENE 2 1938, IS A USGS
 LS0547'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 1
 LS0547'FOOT IN DIAMETER, PROJECTING 2 INCHES AND ABOUT 3 FEET LOWER
 LS0547'THAN THE STATION MARK.
 LS0547'
 LS0547'AZIMUTH MARK, STAMPED EUGENE 2 USGS 1958, IS A STANDARD USC
 LS0547'AND GS DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 LS0547'PROJECTS 2 FEET AND IS 3 FEET IN DIAMETER.  IT IS MARKED BY
 LS0547'A 3 FOOT CAIRN.
 LS0547
 LS0547                          STATION RECOVERY (1958)
 LS0547
 LS0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LS0547'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40118-1, STATION 1004.
 LS0547'
 LS0547'STATION MARK--STANDARD TABLET STAMPED---EUGENE 2 1957---CEMENTED
 LS0547'IN DRILL HOLE IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0437 ***********************************************************************
 KP0437  DESIGNATION -  EUREKA LETTER E
 KP0437  PID         -  KP0437
 KP0437  STATE/COUNTY-  NV/EUREKA
 KP0437  USGS QUAD   -  EUREKA (1990)
 KP0437
 KP0437                         *CURRENT SURVEY CONTROL
 KP0437  ___________________________________________________________________
 KP0437* NAD 83(1994)-  39 30 45.66139(N)    115 57 24.14491(W)     ADJUSTED  
 KP0437* NAVD 88     -                                                        
 KP0437  ___________________________________________________________________
 KP0437  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 KP0437  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 KP0437
 KP0437  HORZ ORDER  -  THIRD
 KP0437
 KP0437.The horizontal coordinates were established by classical geodetic methods
 KP0437.and adjusted by the National Geodetic Survey in June 1998..
 KP0437
 KP0437
 KP0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0437
 KP0437.The geoid height was determined by GEOID03.
 KP0437
 KP0437;                    North         East     Units Scale Factor Converg.
 KP0437;SPC NV E     - 8,528,577.699   167,893.866   MT  0.99991269   -0 14 15.2
 KP0437;SPC NV E     -27,980,842.00    550,831.79   sFT  0.99991269   -0 14 15.2
 KP0437;UTM  11      - 4,374,191.712   589,685.959   MT  0.99969903   +0 39 49.8
 KP0437
 KP0437                          SUPERSEDED SURVEY CONTROL
 KP0437
 KP0437  NAD 83(1986)-  39 30 45.65942(N)    115 57 24.14317(W) AD(       ) 4
 KP0437  NAD 27      -  39 30 45.91700(N)    115 57 20.93700(W) AD(       ) 3
 KP0437
 KP0437.Superseded values are not recommended for survey control.
 KP0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0437.See file dsdata.txt to determine how the superseded data were derived.
 KP0437
 KP0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND8968674192(NAD 83)
 KP0437
 KP0437  HISTORY     - Date     Condition        Report By
 KP0437  HISTORY     - 1954     FIRST OBSERVED   CGS
 KP0437
 KP0437                          STATION DESCRIPTION
 KP0437
 KP0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0437'THE POINT INTERSECTED IS THE UPPER-LEFT CORNER OF THE LETTER
 KP0437'E ON THE WEST SLOPE OF THE HILL JUST EAST OF THE TOWN OF EUREKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0823 ***********************************************************************
 MT0823  DESIGNATION -  EVE
 MT0823  PID         -  MT0823
 MT0823  STATE/COUNTY-  NV/ELKO
 MT0823  USGS QUAD   -  DEETH (1967)
 MT0823
 MT0823                         *CURRENT SURVEY CONTROL
 MT0823  ___________________________________________________________________
 MT0823* NAD 83(1994)-  41 04 44.09772(N)    115 20 56.98541(W)     ADJUSTED  
 MT0823* NAVD 88     -      1703.5    (meters)    5589.     (feet)  VERTCON   
 MT0823  ___________________________________________________________________
 MT0823  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 MT0823  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 MT0823
 MT0823  HORZ ORDER  -  SECOND
 MT0823
 MT0823.The horizontal coordinates were established by classical geodetic methods
 MT0823.and adjusted by the National Geodetic Survey in June 1998..
 MT0823
 MT0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0823
 MT0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0823
 MT0823.The geoid height was determined by GEOID03.
 MT0823
 MT0823;                    North         East     Units Scale Factor Converg.
 MT0823;SPC NV E     - 8,702,435.129   219,676.519   MT  0.99990476   +0 09 13.9
 MT0823;SPC NV E     -28,551,239.25    720,722.05   sFT  0.99990476   +0 09 13.9
 MT0823;UTM  11      - 4,548,830.488   638,674.881   MT  0.99983668   +1 05 05.8
 MT0823
 MT0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0823!SPC NV E     -   0.99973566  x   0.99990476  =   0.99964045
 MT0823!UTM  11      -   0.99973566  x   0.99983668  =   0.99957239
 MT0823
 MT0823|---------------------------------------------------------------------|
 MT0823| PID    Reference Object                     Distance      Geod. Az  |
 MT0823|                                                           dddmmss.s |
 MT0823| DD5838 EVE RM 1                              8.260 METERS 07820     |
 MT0823| MT0825 MARY                                APPROX. 6.9 KM 0843119.3 |
 MT0823| DD5839 EVE RM 2                              7.825 METERS 20630     |
 MT0823|---------------------------------------------------------------------|
 MT0823
 MT0823                          SUPERSEDED SURVEY CONTROL
 MT0823
 MT0823  NAD 83(1994)-  41 04 44.09586(N)    115 20 56.97998(W) AD(       ) 2
 MT0823  NAD 83(1986)-  41 04 44.09581(N)    115 20 56.97952(W) AD(       ) 2
 MT0823  NAD 27      -  41 04 44.38310(N)    115 20 53.76689(W) AD(       ) 2
 MT0823  NGVD 29 (07/19/86) 1702.3    (m)         5585.     (f) VERT ANG       
 MT0823
 MT0823.Superseded values are not recommended for survey control.
 MT0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0823.See file dsdata.txt to determine how the superseded data were derived.
 MT0823
 MT0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF3867548830(NAD 83)
 MT0823_MARKER: DD = SURVEY DISK
 MT0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MT0823
 MT0823  HISTORY     - Date     Condition        Report By
 MT0823  HISTORY     - 1957     MONUMENTED       CGS
 MT0823
 MT0823                          STATION DESCRIPTION
 MT0823
 MT0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0823'THE STATION IS ABOUT 3 MILES NORTHWEST OF DEETH AND 2 MILES
 MT0823'NORTH OF U.S. HIGHWAY 40, ON A SAGE-COVERED KNOLL ON THE BLUFF
 MT0823'ALONG THE SOUTH SIDE OF HIGHER TABLELANDS RISING TO THE WEST AND
 MT0823'NORTH.  THE BLUFF DROPS SHARPLY TO THE SOUTH AND SOUTHWEST
 MT0823'AND THE STATION SITE IS IN A CLEARING ON THE SUMMIT OF THE KNOLL.
 MT0823'
 MT0823'TO REACH FROM THE NORTH SIDE OF THE SOUTHERN PACIFIC RAILROAD
 MT0823'STATION IN DEETH, GO NORTHEAST ON THE MAIN GRAVELED ROAD FOR
 MT0823'0.2 MILE TO A FORK.  TAKE LEFT FORK ON OLD ROAD LEADING UP
 MT0823'ONTO MESA AND GO 0.8 MILE TO WHERE TELEPHONE LINE CROSSES
 MT0823'OVER ROAD.  TURN LEFT, WEST-SOUTHWEST, ON ROAD ALONG TELEPHONE
 MT0823'LINE FOR 0.1 MILE.  TURN RIGHT, OFF THE TELEPHONE LINE ROAD
 MT0823'AND GO WEST-NORTHWEST ON TRACK ROAD FOR 1.4 MILES TO A DIM ROAD
 MT0823'RIGHT.  TURN RIGHT, NORTHERLY, FOR 0.3 MILE TO ROAD FORKS.
 MT0823'TURN LEFT, WEST, ON THE LEFT ONE OF TWO TRACK ROADS AND GO 2.15
 MT0823'MILES TO A DIM TRACK ROAD LEFT, ON THE EAST SLOPE OF THE
 MT0823'RIDGE.  TURN LEFT AND GO SOUTH FOR 0.2 MILE TO THE SUMMIT OF
 MT0823'THE KNOLL ON POINT OF RIDGE AND THE STATION.
 MT0823'
 MT0823'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 MT0823'DISKS SET IN CONCRETE CYLINDERS.
 MT0823'
 MT0823'THE STATION MARK, STAMPED EVE 1957, PROJECTS ABOUT 3 INCHES
 MT0823'AND IS 7 FEET NORTH OF A WITNESS POST.
 MT0823'
 MT0823'REFERENCE MARK 1, STAMPED EVE NO 1 1957, PROJECTS ABOUT 6 INCHES
 MT0823'AND IS ABOUT 2-1/2 FEET LOWER THAN THE STATION.
 MT0823'
 MT0823'REFERENCE MARK 2, STAMPED EVE NO 2 1957, PROJECTS ABOUT 1
 MT0823'INCH AND IS ABOUT 2 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0122 ***********************************************************************
 LQ0122  DESIGNATION -  EVER
 LQ0122  PID         -  LQ0122
 LQ0122  STATE/COUNTY-  NV/ELKO
 LQ0122  USGS QUAD   -  WENDOVER (1972)
 LQ0122
 LQ0122                         *CURRENT SURVEY CONTROL
 LQ0122  ___________________________________________________________________
 LQ0122* NAD 83(1994)-  40 44 42.67035(N)    114 06 19.94412(W)     ADJUSTED  
 LQ0122* NAVD 88     -      1507.741  (meters)    4946.65   (feet)  ADJUSTED  
 LQ0122  ___________________________________________________________________
 LQ0122  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 LQ0122  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 LQ0122  DYNAMIC HT  -        1506.547 (meters)    4942.73  (feet)  COMP
 LQ0122  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 LQ0122
 LQ0122  HORZ ORDER  -  FIRST
 LQ0122  VERT ORDER  -  SECOND    CLASS 0
 LQ0122
 LQ0122.The horizontal coordinates were established by classical geodetic methods
 LQ0122.and adjusted by the National Geodetic Survey in June 1998..
 LQ0122
 LQ0122.The orthometric height was determined by differential leveling
 LQ0122.and adjusted by the National Geodetic Survey in June 1991..
 LQ0122
 LQ0122.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0122
 LQ0122.The geoid height was determined by GEOID03.
 LQ0122
 LQ0122.The dynamic height is computed by dividing the NAVD 88
 LQ0122.geopotential number by the normal gravity value computed on the
 LQ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0122.degrees latitude (g = 980.6199 gals.).
 LQ0122
 LQ0122.The modeled gravity was interpolated from observed gravity values.
 LQ0122
 LQ0122;                    North         East     Units Scale Factor Converg.
 LQ0122;SPC NV E     - 8,666,401.597   324,801.612   MT  1.00009165   +0 57 52.8
 LQ0122;SPC NV E     -28,433,019.24  1,065,619.96   sFT  1.00009165   +0 57 52.8
 LQ0122;SPC UT C     - 2,270,979.090   279,965.935   MT  1.00002508   -1 40 08.6
 LQ0122;UTM  11      - 4,514,501.729   744,379.168   MT  1.00033514   +1 53 24.5
 LQ0122
 LQ0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0122!SPC NV E     -   0.99976639  x   1.00009165  =   0.99985802
 LQ0122!SPC UT C     -   0.99976639  x   1.00002508  =   0.99979146
 LQ0122!UTM  11      -   0.99976639  x   1.00033514  =   1.00010145
 LQ0122
 LQ0122:                Primary Azimuth Mark                     Grid Az
 LQ0122:SPC NV E     -  WENDOVER AFB WATER TANK                  105 49 08.7
 LQ0122:SPC UT C     -  WENDOVER AFB WATER TANK                  108 27 10.1
 LQ0122:UTM  11      -  WENDOVER AFB WATER TANK                  104 53 37.0
 LQ0122
 LQ0122|---------------------------------------------------------------------|
 LQ0122| PID    Reference Object                     Distance      Geod. Az  |
 LQ0122|                                                           dddmmss.s |
 LQ0122| LQ0599 WENDOVER AFB WATER TANK             APPROX. 5.5 KM 1064701.5 |
 LQ0122| LQ0609 EVER ASTRO                           19.675 METERS 12841     |
 LQ0122| LQ0601 AIRWAY BCN 51 3 MI W WENDOVER       APPROX. 0.8 KM 1395431.9 |
 LQ0122| LQ0123 EVER RM 1                             8.480 METERS 18601     |
 LQ0122| LQ0121 EVER RM 2                             5.171 METERS 26258     |
 LQ0122| LQ0118 L 144                                              3165729.6 |
 LQ0122|---------------------------------------------------------------------|
 LQ0122
 LQ0122                          SUPERSEDED SURVEY CONTROL
 LQ0122
 LQ0122  NAD 83(1994)-  40 44 42.67035(N)    114 06 19.94412(W) AD(       ) 1
 LQ0122  NAD 83(1986)-  40 44 42.66345(N)    114 06 19.93722(W) AD(       ) 1
 LQ0122  NAD 27      -  40 44 42.91512(N)    114 06 16.89437(W) AD(       ) 1
 LQ0122  NGVD 29 (??/??/92) 1506.75   (m)         4943.4    (f) COMPUTED    2 0
 LQ0122
 LQ0122.Superseded values are not recommended for survey control.
 LQ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0122.See file dsdata.txt to determine how the superseded data were derived.
 LQ0122
 LQ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4437914502(NAD 83)
 LQ0122_MARKER: DS = TRIANGULATION STATION DISK
 LQ0122_SETTING: 80 = SET IN A BOULDER
 LQ0122_SP_SET: BOULDER
 LQ0122_STAMPING: EVER 1957
 LQ0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0122+STABILITY: SURFACE MOTION
 LQ0122
 LQ0122  HISTORY     - Date     Condition        Report By
 LQ0122  HISTORY     - 1957     MONUMENTED       CGS
 LQ0122  HISTORY     - 1957     GOOD             CGS
 LQ0122  HISTORY     - 1957     GOOD             CGS
 LQ0122  HISTORY     - 1958     GOOD             NGS
 LQ0122
 LQ0122                          STATION DESCRIPTION
 LQ0122
 LQ0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0122'THE STATION IS ABOUT 3-1/4 MILES WEST-NORTHWEST OF WENDOVER.
 LQ0122'170 YARDS SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 40 AT THE
 LQ0122'SUMMIT OF A PASS OVER A RIDGE, AND 150 FEET SOUTH-SOUTHWEST
 LQ0122'OF THE SOUTHEAST CORNER OF THE FENCE AROUND A LARGE WOODEN
 LQ0122'RESERVOIR.  (WOOD COVERED)
 LQ0122'
 LQ0122'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 50 ALTERNATE
 LQ0122'ON THE WEST SIDE OF WENDOVER, GO NORTHWEST ON U.S. HIGHWAY
 LQ0122'40 FOR 2.7 MILES TO A SIDE ROAD LEFT NEAR THE SUMMIT OF THE
 LQ0122'GRADE AND ON THE EAST SIDE OF THE RESERVOIR.  TURN LEFT AND GO
 LQ0122'0.1 MILE TO THE STATION ON THE NORTHEAST SIDE OF A LARGE
 LQ0122'LEANING BOULDER FORMATION.
 LQ0122'
 LQ0122'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 LQ0122'IN DRILL HOLES IN BOULDERS.
 LQ0122'
 LQ0122'THE STATION MARK, STAMPED EVER 1957, IS IN A 2 BY 1-FOOT
 LQ0122'ROCK PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 12-1/2
 LQ0122'FEET NORTHEAST OF THE NORTHEAST CENTER SIDE OF THE LARGE BOULDER
 LQ0122'(BOULDER ABOUT 18 BY 12 FEET AND PROJECTS 3 FEET ON THE SOUTHEAST
 LQ0122'END) AND 10-1/2 FEET SOUTHWEST OF A WITNESS POST.
 LQ0122'
 LQ0122'REFERENCE MARK 1, STAMPED EVER NO 1 1957, IS 12 FEET SOUTHEAST
 LQ0122'OF THE SOUTHEAST END OF THE LARGE BOULDER, IN ROCK PROJECTING
 LQ0122'ABOUT 10 INCHES ABOVE THE GROUND AND ABOUT 6 INCHES LOWER THAN
 LQ0122'THE STATION MARK.
 LQ0122'
 LQ0122'REFERENCE MARK 2, STAMPED EVER NO 2 1957, IS IN THE LARGE BOULDER,
 LQ0122'3 FEET NORTHEAST OF THE WEST END AND IS ABOUT 2 FEET ABOVE
 LQ0122'THE GROUND SURFACE AND STATION MARK.
 LQ0122
 LQ0122                          STATION RECOVERY (1957)
 LQ0122
 LQ0122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0122'THE STATION IS ABOUT 3-1/4 MILES WEST-NORTHWEST OF WENDOVER, ELKO
 LQ0122'COUNTY, NEVADA, 170 YARDS SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 40
 LQ0122'AT THE SUMMIT OF A PASS OVER A RIDGE, AND 150 FEET SOUTH-SOUTHWEST
 LQ0122'OF THE SOUTHEAST CORNER OF THE FENCE AROUND A LARGE WOODEN
 LQ0122'RESERVOIR.  (WOOD COVERED).
 LQ0122'
 LQ0122'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND 50 ALTERNATE ON THE
 LQ0122'WEST SIDE OF WENDOVER, GO NORTHWEST ON U.S. HIGHWAY 40 FOR 2.7 MILES
 LQ0122'TO A SIDE ROAD LEFT NEAR THE SUMMIT OF THE GRADE AND ON THE EAST
 LQ0122'SIDE OF THE RESERVOIR.  (TO REACH THE AZIMUTH MARK FROM THIS POINT,
 LQ0122'CONTINUE NORTHWEST ON U.S. HIGHWAY 40 FOR 1.6 MILES TO ELKO
 LQ0122'COUNTY MILEPOST 130 AND THE MARK ON THE LEFT.) TURN LEFT AND GO
 LQ0122'0.1 MILE TO THE STATION ON THE NORTHEAST SIDE OF A LARGE LEANING
 LQ0122'BOULDER FORMATION.  TWO WHEEL DRIVE STATION.
 LQ0122'
 LQ0122'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILL
 LQ0122'HOLES IN BOULDERS.
 LQ0122'
 LQ0122'THE STATION MARK, STAMPED EVER 1957, IS IN A 2 BY 1-FOOT ROCK
 LQ0122'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 12-1/2 FEET
 LQ0122'NORTHEAST OF THE NORTHEAST CENTER SIDE OF THE LARGE BOULDER
 LQ0122'(BOULDER ABOUT 18 BY 12 FEET AND PROJECTS 3 FEET ON THE SOUTHEAST
 LQ0122'END) AND 10-1/2 FEET SOUTHWEST OF A WITNESS POST.
 LQ0122'
 LQ0122'REFERENCE MARK 1, STAMPED EVER NO 1 1957, IS 12 FEET SOUTHEAST OF THE
 LQ0122'SOUTHEAST END OF THE LARGE BOULDER, IN ROCK PROJECTING ABOUT
 LQ0122'10 INCHES ABOVE THE GROUND AND ABOUT 6 INCHES LOWER THAN THE
 LQ0122'STATION MARK.
 LQ0122'
 LQ0122'REFERENCE MARK 2, STAMPED EVER NO 2 1957, IS IN THE LARGE BOULDER,
 LQ0122'3 FEET NORTHEAST OF THE WEST END AND IS ABOUT 2 FEET ABOVE THE
 LQ0122'GROUND SURFACE AND STATION MARK.
 LQ0122'
 LQ0122'THE AZIMUTH MARK, STAMPED L 144 1957 IS A USC AND GS BENCH MARK DISK
 LQ0122'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 8 INCHES ABOVE
 LQ0122'GROUND.  IT IS LOCATED 153 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LQ0122'HIGHWAY AND 3 FEET NORTH OF A WITNESS POST.
 LQ0122
 LQ0122                          STATION RECOVERY (1957)
 LQ0122
 LQ0122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0122'2.9 MI W FROM WENDOVER, UT.
 LQ0122'2.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0122'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, THENCE 0.1 MILE
 LQ0122'SOUTHWEST OF CENTER OF HIGHWAY, 28.0 FEET NORTHWEST OF R.M. 1, 17.0
 LQ0122'FEET NORTHEAST OF R.M. 2, 11.0 FEET SOUTHWEST OF WITNESS POST, SET IN
 LQ0122'A BOULDER PROJECTING 6 INCHES ABOVE GROUND SURFACE.
 LQ0122
 LQ0122                          STATION RECOVERY (1958)
 LQ0122
 LQ0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0123 ***********************************************************************
 LQ0123  DESIGNATION -  EVER RM 1
 LQ0123  PID         -  LQ0123
 LQ0123  STATE/COUNTY-  NV/ELKO
 LQ0123  USGS QUAD   -  WENDOVER (1972)
 LQ0123
 LQ0123                         *CURRENT SURVEY CONTROL
 LQ0123  ___________________________________________________________________
 LQ0123* NAD 83(1986)-  40 44 42.     (N)    114 06 19.     (W)     SCALED    
 LQ0123* NAVD 88     -      1507.600  (meters)    4946.18   (feet)  ADJUSTED  
 LQ0123  ___________________________________________________________________
 LQ0123  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 LQ0123  DYNAMIC HT  -        1506.407 (meters)    4942.27  (feet)  COMP
 LQ0123  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 LQ0123
 LQ0123  VERT ORDER  -  SECOND    CLASS 0
 LQ0123
 LQ0123.The horizontal coordinates were scaled from a topographic map and have
 LQ0123.an estimated accuracy of +/- 6 seconds.
 LQ0123
 LQ0123.The orthometric height was determined by differential leveling
 LQ0123.and adjusted by the National Geodetic Survey in June 1991..
 LQ0123
 LQ0123.The geoid height was determined by GEOID03.
 LQ0123
 LQ0123.The dynamic height is computed by dividing the NAVD 88
 LQ0123.geopotential number by the normal gravity value computed on the
 LQ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0123.degrees latitude (g = 980.6199 gals.).
 LQ0123
 LQ0123.The modeled gravity was interpolated from observed gravity values.
 LQ0123
 LQ0123;                    North         East    Units  Estimated Accuracy
 LQ0123;SPC NV E     - 8,666,380.      324,820.      MT  (+/- 180 meters Scaled)
 LQ0123
 LQ0123                          SUPERSEDED SURVEY CONTROL
 LQ0123
 LQ0123  NGVD 29 (??/??/92) 1506.613  (m)         4942.95   (f) ADJ UNCH    2 0
 LQ0123
 LQ0123.Superseded values are not recommended for survey control.
 LQ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0123.See file dsdata.txt to determine how the superseded data were derived.
 LQ0123
 LQ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF444144(NAD 83)
 LQ0123_MARKER: DR = REFERENCE MARK DISK
 LQ0123_SETTING: 80 = SET IN A BOULDER
 LQ0123_SP_SET: BOULDER
 LQ0123_STAMPING: EVER NO 1 1957
 LQ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0123+STABILITY: SURFACE MOTION
 LQ0123
 LQ0123  HISTORY     - Date     Condition        Report By
 LQ0123  HISTORY     - 1957     MONUMENTED       CGS
 LQ0123  HISTORY     - 1958     GOOD             NGS
 LQ0123
 LQ0123                          STATION DESCRIPTION
 LQ0123
 LQ0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0123'2.9 MI W FROM WENDOVER, UT.
 LQ0123'2.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0123'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, THENCE 0.1 MILE
 LQ0123'SOUTHWEST OF CENTER OF HIGHWAY, 28.0 FEET SOUTHEAST OF STATION MARK,
 LQ0123'SET IN A BOULDER PROJECTING 10 INCHES ABOVE GROUND SURFACE.
 LQ0123
 LQ0123                          STATION RECOVERY (1958)
 LQ0123
 LQ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0121 ***********************************************************************
 LQ0121  DESIGNATION -  EVER RM 2
 LQ0121  PID         -  LQ0121
 LQ0121  STATE/COUNTY-  NV/ELKO
 LQ0121  USGS QUAD   -  WENDOVER (1972)
 LQ0121
 LQ0121                         *CURRENT SURVEY CONTROL
 LQ0121  ___________________________________________________________________
 LQ0121* NAD 83(1986)-  40 44 42.     (N)    114 06 19.     (W)     SCALED    
 LQ0121* NAVD 88     -      1508.007  (meters)    4947.52   (feet)  ADJUSTED  
 LQ0121  ___________________________________________________________________
 LQ0121  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 LQ0121  DYNAMIC HT  -        1506.813 (meters)    4943.60  (feet)  COMP
 LQ0121  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 LQ0121
 LQ0121  VERT ORDER  -  SECOND    CLASS 0
 LQ0121
 LQ0121.The horizontal coordinates were scaled from a topographic map and have
 LQ0121.an estimated accuracy of +/- 6 seconds.
 LQ0121
 LQ0121.The orthometric height was determined by differential leveling
 LQ0121.and adjusted by the National Geodetic Survey in June 1991..
 LQ0121
 LQ0121.The geoid height was determined by GEOID03.
 LQ0121
 LQ0121.The dynamic height is computed by dividing the NAVD 88
 LQ0121.geopotential number by the normal gravity value computed on the
 LQ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0121.degrees latitude (g = 980.6199 gals.).
 LQ0121
 LQ0121.The modeled gravity was interpolated from observed gravity values.
 LQ0121
 LQ0121;                    North         East    Units  Estimated Accuracy
 LQ0121;SPC NV E     - 8,666,380.      324,820.      MT  (+/- 180 meters Scaled)
 LQ0121
 LQ0121                          SUPERSEDED SURVEY CONTROL
 LQ0121
 LQ0121  NGVD 29 (??/??/92) 1507.020  (m)         4944.28   (f) ADJ UNCH    2 0
 LQ0121
 LQ0121.Superseded values are not recommended for survey control.
 LQ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0121.See file dsdata.txt to determine how the superseded data were derived.
 LQ0121
 LQ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF444144(NAD 83)
 LQ0121_MARKER: DR = REFERENCE MARK DISK
 LQ0121_SETTING: 80 = SET IN A BOULDER
 LQ0121_SP_SET: BOULDER
 LQ0121_STAMPING: EVER NO 2 1957
 LQ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0121+STABILITY: SURFACE MOTION
 LQ0121
 LQ0121  HISTORY     - Date     Condition        Report By
 LQ0121  HISTORY     - 1957     MONUMENTED       CGS
 LQ0121  HISTORY     - 1958     GOOD             NGS
 LQ0121
 LQ0121                          STATION DESCRIPTION
 LQ0121
 LQ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0121'2.9 MI W FROM WENDOVER, UT.
 LQ0121'2.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0121'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, THENCE 0.1 MILE
 LQ0121'SOUTHWEST OF CENTER OF HIGHWAY, 17.0 FEET SOUTHWEST OF STATION MARK,
 LQ0121'SET IN A BOULDER PROJECTING 2.5 FEET ABOVE GROUND SURFACE.
 LQ0121
 LQ0121                          STATION RECOVERY (1958)
 LQ0121
 LQ0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0959 ***********************************************************************
 JR0959  DESIGNATION -  EXCELSIOR
 JR0959  PID         -  JR0959
 JR0959  STATE/COUNTY-  NV/MINERAL
 JR0959  USGS QUAD   -  WHISKY FLAT (1989)
 JR0959
 JR0959                         *CURRENT SURVEY CONTROL
 JR0959  ___________________________________________________________________
 JR0959* NAD 83(1994)-  38 16 04.29644(N)    118 30 06.22850(W)     ADJUSTED  
 JR0959* NAVD 88     -      2533.8    (meters)    8313.     (feet)  VERTCON   
 JR0959  ___________________________________________________________________
 JR0959  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 JR0959  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 JR0959
 JR0959  HORZ ORDER  -  FIRST
 JR0959
 JR0959.The horizontal coordinates were established by classical geodetic methods
 JR0959.and adjusted by the National Geodetic Survey in June 1998..
 JR0959
 JR0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0959
 JR0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0959
 JR0959.The geoid height was determined by GEOID03.
 JR0959
 JR0959;                    North         East     Units Scale Factor Converg.
 JR0959;SPC NV W     - 4,390,336.011   807,140.547   MT  0.99990063   +0 03 01.9
 JR0959;SPC NV W     -14,403,960.73  2,648,093.61   sFT  0.99990063   +0 03 01.9
 JR0959;UTM  11      - 4,236,601.738   368,629.584   MT  0.99981254   -0 55 48.8
 JR0959
 JR0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0959!SPC NV W     -   0.99960647  x   0.99990063  =   0.99950714
 JR0959!UTM  11      -   0.99960647  x   0.99981254  =   0.99941908
 JR0959
 JR0959:                Primary Azimuth Mark                     Grid Az
 JR0959:SPC NV W     -  EXCELSIOR AZ MK                          028 37 46.3
 JR0959:UTM  11      -  EXCELSIOR AZ MK                          029 36 37.0
 JR0959
 JR0959|---------------------------------------------------------------------|
 JR0959| PID    Reference Object                     Distance      Geod. Az  |
 JR0959|                                                           dddmmss.s |
 JR0959| DA9053 EXCELSIOR AZ MK                                    0284048.2 |
 JR0959| DA9054 EXCELSIOR RM 1                        6.243 METERS 19300     |
 JR0959| DA9055 EXCELSIOR RM 2                       15.447 METERS 28642     |
 JR0959| JR1333 WHISKEY                             APPROX. 9.3 KM 3154703.3 |
 JR0959|---------------------------------------------------------------------|
 JR0959
 JR0959                          SUPERSEDED SURVEY CONTROL
 JR0959
 JR0959  NAD 83(1992)-  38 16 04.29399(N)    118 30 06.22845(W) AD(       ) 1
 JR0959  NAD 83(1986)-  38 16 04.28785(N)    118 30 06.22411(W) AD(       ) 1
 JR0959  NAD 27      -  38 16 04.55800(N)    118 30 02.75000(W) AD(       ) 1
 JR0959  NGVD 29 (06/01/94) 2532.4    (m)         8308.     (f) VERT ANG       
 JR0959
 JR0959.Superseded values are not recommended for survey control.
 JR0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0959.See file dsdata.txt to determine how the superseded data were derived.
 JR0959
 JR0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC6863036602(NAD 83)
 JR0959_MARKER: DS = TRIANGULATION STATION DISK
 JR0959_SETTING: 66 = SET IN ROCK OUTCROP
 JR0959_PROJECTION: FLUSH
 JR0959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0959+STABILITY: POSITION/ELEVATION WELL
 JR0959
 JR0959  HISTORY     - Date     Condition        Report By
 JR0959  HISTORY     - 1935     MONUMENTED       CGS
 JR0959  HISTORY     - 1952     GOOD             CGS
 JR0959  HISTORY     - 1967     GOOD             USGS
 JR0959  HISTORY     - 1967     GOOD             USGS
 JR0959
 JR0959                          STATION DESCRIPTION
 JR0959
 JR0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 JR0959'STATION IS AT THE HIGHEST PEAK OF A SERIES OF ROCKY PEAKS NEAR
 JR0959'THE S END OF THE EXCELSIOR RANGE WHICH IS ABOUT 21 MILES SSE OF
 JR0959'HAWTHORNE AND AT THE S END OF WHISKY FLAT.  THE MOST SOUTHERN
 JR0959'PEAK OF THE RANGE IS 1/2 MILE S OF THE STATION AND IS A FEW
 JR0959'FEET HIGHER.  STATION IS ON THE HIGH GRANITE ROCK WHICH IS
 JR0959'THE HIGHEST POINT OF THE PEAK.
 JR0959'
 JR0959'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JR0959'SET IN OUTCROPPING BEDROCK.
 JR0959'
 JR0959'TO REACH FROM HAWTHORNE GO S ON THE MAIN STREET 0.3 MILE FROM
 JR0959'THE MAIN CORNER, TURN LEFT, GO SE ON THE MAIN GRADED ROAD
 JR0959'TOWARD ASHLEY CAMP FOR 1.4 MILES, TURN RIGHT, GO 5.5 MILES AND
 JR0959'KEEP ON THE LEFT FORK, GO 2.0 MILES AND CONTINUE STRAIGHT
 JR0959'AHEAD AT CROSSROADS, GO 1.6 MILES TO WHISKY SPRINGS.  CONTINUE
 JR0959'S ON THE MAIN ROAD FOR 5.5 MILES.  THIS ROAD LEADS UP A WASH
 JR0959'INTO THE EXCELSIOR RANGE.  TAKE A RIGHT FORK OUT OF THE WASH
 JR0959'AND FOLLOW THE ROAD ALONG THE BASE OF THE HILLS ON THE RIGHT
 JR0959'FOR 1.2 MILES.  TAKE A RIGHT FORK AND GO 0.1 MILE TO WATER
 JR0959'TROUGH AT THE END OF TRUCK TRAVEL.  THE STATION IS ABOUT 1
 JR0959'1/3 MILES SW PACK UP THE CANYON TO THE TOP OF FIRST DIVIDE
 JR0959'ABOVE THE TROUGH.  THENCE W UP CANYON TO THE HIGHEST POINT
 JR0959'OF THE RIDGE AND THE STATION.
 JR0959'
 JR0959'AZIMUTH (STANDARD AZIMUTH DISK) IS 1/4 MILE NNE ON THE TOP
 JR0959'OF THE HIGH ROCK WHICH IS THE HIGHEST ROCK ON THE FIRST RIDGE.
 JR0959
 JR0959                          STATION RECOVERY (1952)
 JR0959
 JR0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JR0959'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 JR0959'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 JR0959'
 JR0959'THE STATION IS ON ONE OF THE HIGHEST PEAKS NEAR THE SOUTH END
 JR0959'OF THE EXCELSIOR MOUNTAINS.  THERE IS ONE PEAK TO THE SOUTH OF
 JR0959'THE STATION THAT IS A FEW FEET HIGHER THAN THE STATION PEAK.
 JR0959'IT IS ABOUT 21 MILES AIRLINE SOUTH-SOUTHEAST OF HAWTHORNE, ABOUT
 JR0959'17 MILES AIRLINE WEST OF BELLEVILLE, AND ABOUT 1 MILE SOUTH
 JR0959'OF THE SOUTH END OF WHISKEY FLAT.
 JR0959'
 JR0959'THE STATION IS A STANDARD DISK STAMPED EXCELSIOR 1935 AND SET
 JR0959'IN A DRILL HOLE IN A LARGE PINNACLE LIKE BOULDER THAT IS ON THE
 JR0959'EXTREME EAST END OF THE PEAK.  THE BOULDER PROJECTS ABOUT 8
 JR0959'FEET, AND IS THE HIGHEST ROCK ON THE PEAK.
 JR0959'
 JR0959'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED EXCELSIOR NO
 JR0959'1 1935 AND SET IN A DRILL HOLE IN A BOULDER THAT IS ABOUT THE
 JR0959'SAME ELEVATION AS THE STATION.  THE BOULDER PROJECTS ABOUT
 JR0959'8 FEET.
 JR0959'
 JR0959'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED EXCELSIOR NO
 JR0959'2 1935 AND SET IN A DRILL HOLE IN A LARGE BOULDER THAT IS ABOUT
 JR0959'8 FEET LOWER THAN THE STATION AND PROJECTS ABOUT 6 FEET.
 JR0959'
 JR0959'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EXCELSIOR 1935
 JR0959'AND SET IN A DRILL HOLE IN THE TOP OF A LARGE PINNACLE LIKE
 JR0959'BOULDER THAT PROJECTS ABOUT 12 FEET AND IS THE HIGHEST POINT
 JR0959'OF THE FIRST PEAK TO THE NORTH OF THE STATION.  TO REACH THE
 JR0959'MARK FROM THE STATION PACK WEST FOR ABOUT 100 YARDS AND THEN
 JR0959'GO NORTH ALONG THE CREST OF THE RIDGE TO THE NEXT PEAK AND THEN
 JR0959'GO EAST ALONG THE TOP OF THE PEAK TO THE HIGHEST BOULDER ON
 JR0959'THE PEAK AND THE MARK.  IT IS ABOUT 1/4 HOUR PACK FROM THE
 JR0959'STATION.
 JR0959'
 JR0959'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 31 AND
 JR0959'U.S. HIGHWAY 95 IN HAWTHORNE GO SOUTHERLY ON STATE HIGHWAY 31
 JR0959'FOR 13.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT, EAST, AND GO
 JR0959'2.6 MILES TO SOME BUILDINGS AND A FORK.  TAKE THE LEFT FORK
 JR0959'AND GO 0.6 MILE TO A CROSS ROAD.  TURN SHARP RIGHT, SOUTHEAST,
 JR0959'AND GO 0.3 MILE TO A CROSS ROAD.  KEEP STRAIGHT AHEAD,
 JR0959'SOUTHEAST, AND GO 3.2 MILES TO A GATE AND A FORK ABOUT 100 YARDS
 JR0959'BEYOND THE GATE.  GO THROUGH THE GATE AND THEN TAKE THE
 JR0959'RIGHT FORK, PASSING A WINDMILL ON THE LEFT, AND GO 3.2
 JR0959'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 0.1 MILE TO
 JR0959'SUMMIT SPRING ON THE RIGHT AND THE END OF TRUCK TRAVEL.  FROM
 JR0959'THE SPRING PACK SOUTH UP THE DRAW TO THE TOP OF THE LOW
 JR0959'DIVIDE.  TURN RIGHT AND PACK WEST UP THE CANYON TO THE HIGHEST
 JR0959'POINT OF THE ROCKY PEAK AND THE STATION.  THIS IS ABOUT A 2
 JR0959'HOUR PACK.
 JR0959'
 JR0959'ALL 1952 MEASUREMENTS COMPUTED FROM SLOPE DISTANCE.
 JR0959'
 JR0959'OBSERVATIONS TAKEN FROM 1.25 METER STAND.
 JR0959
 JR0959                          STATION RECOVERY (1967)
 JR0959
 JR0959'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JR0959'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38118-3, STATION 1019.
 JR0959'
 JR0959'NOTE BY USGS, 1954--TO REACH FROM JUNCTION OF U.S. HIGHWAY 95 AND
 JR0959'STATE HIGHWAY 31 IN HAWTHORNE, DRIVE S. ON STATE HIGHWAY 31 FOR 13.7
 JR0959'MI., TURN LEFT ON TRACK RD. FOR 2 MI. TO CROSSROADS, CONTINUE AHEAD
 JR0959'(E.) FOR 0.9 MI. AND JOIN A N-S. RD., KEEP LEFT FOR 0.4 MI. AND JOIN
 JR0959'ANOTHER RD., KEEP RIGHT ON MAIN-TRAVELED RD. FOR 3.5 MI. TO RD. FORKS
 JR0959'AT A WINDMILL, TAKE RIGHT FOR TO W. OF WINDMILL FOR 3.2 MI. TO RD.
 JR0959'FORKS, TAKE LEFT FORK 0.4 MI. TO RD. FORKS AT SIGN--HUNTOON VALLEY--,
 JR0959'TAKE RIGHT FORK 1.2 MI., TURN RIGHT TOWARD HILLS AS FAR AS VEHICLE
 JR0959'CAN BE DRIVEN AND END OF RD.  PACK UP CANYON ABOUT 1 MI., THEN KEEP
 JR0959'ON RIGHT AND FOLLOW RIDGE TO TOP OF ROCKY PEAK AND STATION.
 JR0959'
 JR0959'STATION MARK--A STANDARD DISK STAMPED----EXCELSIOR 1935----AND SET IN
 JR0959'A DRILL HOLE IN A LARGE PINNACLE LIKE BOULDER THAT IS ON THE EXTREME
 JR0959'EAST END OF THE PEAK.  THE BOULDER PROJECTS ABOUT 8 FEET, AND IS THE
 JR0959'HIGHEST ROCK ON THE PEAK.
 JR0959
 JR0959                          STATION RECOVERY (1967)
 JR0959
 JR0959'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JR0959'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38118-3, STATION 1019.
 JR0959'NOTE BY USGS, 1954--
 JR0959'TO REACH FROM JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 31 IN
 JR0959'HAWTHORNE, DRIVE S. ON STATE HIGHWAY 31 FOR 13.7 MI., TURN LEFT ON
 JR0959'TRACK RD. FOR 2 MI. TO CROSSROADS, CONTINUE AHEAD (E.) FOR 0.9 MI. AND
 JR0959'JOIN A N-S. RD., KEEP LEFT FOR 0.4 MI. AND JOIN ANOTHER RD., KEEP
 JR0959'RIGHT ON MAIN-TRAVELED RD. FOR 3.5 MI. TO RD. FORKS AT A WINDMILL,
 JR0959'TAKE RIGHT FORK TO W. OF WINDMILL FOR 3.2 MI. TO RD. FORKS, TAKE LEFT
 JR0959'FORK 0.4 MI. TO RD. FORKS AT SIGN --HUNTOON VALLEY--, TAKE RIGHT FORK
 JR0959'1.2 MI., TURN RIGHT TOWARD HILLS AS FAR AS VEHICLE CAN BE DRIVEN AND
 JR0959'END OF RD.  PACK UP CANYON ABOUT 1 MI., THEN KEEP ON RIGHT AND FOLLOW
 JR0959'RIDGE TO TOP OF ROCKY PEAK AND STATION.
 JR0959'STATION MARK--A STANDARD DISK STAMPED---EXCELSIOR 1935---, AND SET IN
 JR0959'A DRILL HOLE IN A LARGE PINACLE LIKE BOULDER THAT IS ON THE EXTREME
 JR0959'EAST END OF THE PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0222 ***********************************************************************
 FS0222  DESIGNATION -  EYAS
 FS0222  PID         -  FS0222
 FS0222  STATE/COUNTY-  NV/CLARK
 FS0222  USGS QUAD   -  ROACH (1985)
 FS0222
 FS0222                         *CURRENT SURVEY CONTROL
 FS0222  ___________________________________________________________________
 FS0222* NAD 83(1994)-  35 42 37.75447(N)    115 21 58.86943(W)     ADJUSTED  
 FS0222* NAVD 88     -       809.16   (+/-2cm)    2654.7    (feet)  VERTCON   
 FS0222  ___________________________________________________________________
 FS0222  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 FS0222  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 FS0222
 FS0222  HORZ ORDER  -  SECOND
 FS0222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0222
 FS0222.The horizontal coordinates were established by classical geodetic methods
 FS0222.and adjusted by the National Geodetic Survey in June 1998..
 FS0222
 FS0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0222.The vertical order pertains to the NGVD 29 superseded value.
 FS0222
 FS0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0222
 FS0222.The geoid height was determined by GEOID03.
 FS0222
 FS0222;                    North         East     Units Scale Factor Converg.
 FS0222;SPC NV E     - 8,106,572.126   219,633.089   MT  0.99990475   +0 07 35.9
 FS0222;SPC NV E     -26,596,312.05    720,579.56   sFT  0.99990475   +0 07 35.9
 FS0222;UTM  11      - 3,953,067.947   647,779.463   MT  0.99986911   +0 57 13.4
 FS0222
 FS0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0222!SPC NV E     -   0.99987748  x   0.99990475  =   0.99978224
 FS0222!UTM  11      -   0.99987748  x   0.99986911  =   0.99974660
 FS0222
 FS0222|---------------------------------------------------------------------|
 FS0222| PID    Reference Object                     Distance      Geod. Az  |
 FS0222|                                                           dddmmss.s |
 FS0222| FS0224 EYAS RM 1                             9.719 METERS 03017     |
 FS0222| FS0223 EYAS RM 2                            10.674 METERS 09719     |
 FS0222| FS1185 BEER                                APPROX. 7.4 KM 1350803.9 |
 FS0222|---------------------------------------------------------------------|
 FS0222
 FS0222                          SUPERSEDED SURVEY CONTROL
 FS0222
 FS0222  NAD 83(1992)-  35 42 37.74960(N)    115 21 58.86845(W) AD(1991.35) 2
 FS0222  NAD 83(1992)-  35 42 37.75186(N)    115 21 58.86922(W) AD(       ) 2
 FS0222  NAD 83(1992)-  35 42 37.74969(N)    115 21 58.87246(W) AD(       ) 2
 FS0222  NAD 83(1986)-  35 42 37.75328(N)    115 21 58.86444(W) AD(       ) 2
 FS0222  NAD 27      -  35 42 37.82400(N)    115 21 55.89240(W) AD(       ) 2
 FS0222  NGVD 29 (??/??/92)  808.373  (m)         2652.14   (f) ADJ UNCH    2 0
 FS0222
 FS0222.Superseded values are not recommended for survey control.
 FS0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0222.See file dsdata.txt to determine how the superseded data were derived.
 FS0222
 FS0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV4777953068(NAD 83)
 FS0222_MARKER: DS = TRIANGULATION STATION DISK
 FS0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0222_STAMPING: EYAS 1958
 FS0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0222+STABILITY: SURFACE MOTION
 FS0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0222+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 FS0222
 FS0222  HISTORY     - Date     Condition        Report By
 FS0222  HISTORY     - 1958     MONUMENTED       CGS
 FS0222  HISTORY     - 1958     GOOD             CGS
 FS0222  HISTORY     - 20011019 GOOD             NVGS
 FS0222
 FS0222                          STATION DESCRIPTION
 FS0222
 FS0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS0222'THE STATION IS 6.1 MILES SOUTH-SOUTHWEST OF JEAN AND 175
 FS0222'FEET EAST OF U.S. HIGHWAY 91.  THE STATION AND REFERENCE
 FS0222'MARKS ARE STANDARD DISKS SET IN THE TOP OF SQUARE CONCRETE
 FS0222'POSTS EACH PROJECTING 3 INCHES.  ALL MARKS ARE STAMPED EYAS
 FS0222'1958 WITH THE REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2
 FS0222'RESPECTIVELY.
 FS0222
 FS0222                          STATION RECOVERY (1958)
 FS0222
 FS0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FS0222'5.2 MI S FROM JEAN.
 FS0222'5.25 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF
 FS0222'U.S. HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN, 175.0 FEET EAST
 FS0222'OF THE CENTER LINE OF THE HIGHWAY, 35.15 FEET WEST OF R.M. 2,
 FS0222'31.92 FEET SOUTHWEST OF R.M. 1, 6.0 FEET SOUTH OF A CONCRETE
 FS0222'WITNESS POST, SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 2
 FS0222'INCHES ABOVE GROUND SURFACE.
 FS0222
 FS0222                          STATION RECOVERY (2001)
 FS0222
 FS0222'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 FS0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0224 ***********************************************************************
 FS0224  DESIGNATION -  EYAS RM 1
 FS0224  PID         -  FS0224
 FS0224  STATE/COUNTY-  NV/CLARK
 FS0224  USGS QUAD   -  ROACH (1985)
 FS0224
 FS0224                         *CURRENT SURVEY CONTROL
 FS0224  ___________________________________________________________________
 FS0224* NAD 83(1986)-  35 42 42.     (N)    115 22 02.     (W)     SCALED    
 FS0224* NAVD 88     -       809.03   (+/-2cm)    2654.3    (feet)  VERTCON   
 FS0224  ___________________________________________________________________
 FS0224  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FS0224
 FS0224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0224
 FS0224.The horizontal coordinates were scaled from a topographic map and have
 FS0224.an estimated accuracy of +/- 6 seconds.
 FS0224
 FS0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0224.The vertical order pertains to the NGVD 29 superseded value.
 FS0224
 FS0224.The geoid height was determined by GEOID03.
 FS0224
 FS0224;                    North         East    Units  Estimated Accuracy
 FS0224;SPC NV E     - 8,106,700.      219,550.      MT  (+/- 180 meters Scaled)
 FS0224
 FS0224                          SUPERSEDED SURVEY CONTROL
 FS0224
 FS0224  NGVD 29 (??/??/92)  808.245  (m)         2651.72   (f) ADJ UNCH    2 0
 FS0224
 FS0224.Superseded values are not recommended for survey control.
 FS0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0224.See file dsdata.txt to determine how the superseded data were derived.
 FS0224
 FS0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV476531(NAD 83)
 FS0224_MARKER: DR = REFERENCE MARK DISK
 FS0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0224_STAMPING: EYAS NO 1 1958
 FS0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0224+STABILITY: SURFACE MOTION
 FS0224
 FS0224  HISTORY     - Date     Condition        Report By
 FS0224  HISTORY     - 1958     MONUMENTED       CGS
 FS0224
 FS0224                          STATION DESCRIPTION
 FS0224
 FS0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0224'5.2 MI S FROM JEAN.
 FS0224'5.25 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 FS0224'HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN, 183.0 FEET EAST OF THE
 FS0224'CENTER LINE OF THE HIGHWAY, 31.92 FEET NORTHEAST OF STATION
 FS0224'MARK, SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES
 FS0224'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0223 ***********************************************************************
 FS0223  DESIGNATION -  EYAS RM 2
 FS0223  PID         -  FS0223
 FS0223  STATE/COUNTY-  NV/CLARK
 FS0223  USGS QUAD   -  ROACH (1985)
 FS0223
 FS0223                         *CURRENT SURVEY CONTROL
 FS0223  ___________________________________________________________________
 FS0223* NAD 83(1986)-  35 42 42.     (N)    115 22 01.     (W)     SCALED    
 FS0223* NAVD 88     -       808.98   (+/-2cm)    2654.1    (feet)  VERTCON   
 FS0223  ___________________________________________________________________
 FS0223  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FS0223
 FS0223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0223
 FS0223.The horizontal coordinates were scaled from a topographic map and have
 FS0223.an estimated accuracy of +/- 6 seconds.
 FS0223
 FS0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0223.The vertical order pertains to the NGVD 29 superseded value.
 FS0223
 FS0223.The geoid height was determined by GEOID03.
 FS0223
 FS0223;                    North         East    Units  Estimated Accuracy
 FS0223;SPC NV E     - 8,106,700.      219,580.      MT  (+/- 180 meters Scaled)
 FS0223
 FS0223                          SUPERSEDED SURVEY CONTROL
 FS0223
 FS0223  NGVD 29 (??/??/92)  808.195  (m)         2651.55   (f) ADJ UNCH    2 0
 FS0223
 FS0223.Superseded values are not recommended for survey control.
 FS0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0223.See file dsdata.txt to determine how the superseded data were derived.
 FS0223
 FS0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV477531(NAD 83)
 FS0223_MARKER: DR = REFERENCE MARK DISK
 FS0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0223_STAMPING: EYAS NO 2 1958
 FS0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0223+STABILITY: SURFACE MOTION
 FS0223
 FS0223  HISTORY     - Date     Condition        Report By
 FS0223  HISTORY     - 1958     MONUMENTED       CGS
 FS0223
 FS0223                          STATION DESCRIPTION
 FS0223
 FS0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0223'5.2 MI S FROM JEAN.
 FS0223'5.25 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF
 FS0223'U.S. HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN, 208.0 FEET EAST
 FS0223'OF THE CENTER LINE OF THE HIGHWAY, 35.15 FEET EAST OF STATION
 FS0223'MARK, SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES
 FS0223'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1211 ***********************************************************************
 FS1211  DESIGNATION -  EZRA
 FS1211  PID         -  FS1211
 FS1211  STATE/COUNTY-  NV/CLARK
 FS1211  USGS QUAD   -  STATE LINE PASS (1985)
 FS1211
 FS1211                         *CURRENT SURVEY CONTROL
 FS1211  ___________________________________________________________________
 FS1211* NAD 83(1994)-  35 43 31.11974(N)    115 24 58.81145(W)     ADJUSTED  
 FS1211* NAVD 88     -      1110.7    (meters)    3644.     (feet)  VERTCON   
 FS1211  ___________________________________________________________________
 FS1211  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 FS1211  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FS1211
 FS1211  HORZ ORDER  -  SECOND
 FS1211
 FS1211.The horizontal coordinates were established by classical geodetic methods
 FS1211.and adjusted by the National Geodetic Survey in June 1998..
 FS1211
 FS1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1211
 FS1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1211
 FS1211.The geoid height was determined by GEOID03.
 FS1211
 FS1211;                    North         East     Units Scale Factor Converg.
 FS1211;SPC NV E     - 8,108,207.862   215,107.588   MT  0.99990281   +0 05 51.0
 FS1211;SPC NV E     -26,601,678.63    705,732.14   sFT  0.99990281   +0 05 51.0
 FS1211;SPC CA 5     -   749,862.833 2,233,747.634   MT  1.00006663   +1 28 21.8
 FS1211;SPC CA 5     - 2,460,174.98  7,328,553.70   sFT  1.00006663   +1 28 21.8
 FS1211;UTM  11      - 3,954,638.111   643,231.013   MT  0.99985280   +0 55 29.5
 FS1211
 FS1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1211!SPC NV E     -   0.99983014  x   0.99990281  =   0.99973296
 FS1211!SPC CA 5     -   0.99983014  x   1.00006663  =   0.99989676
 FS1211!UTM  11      -   0.99983014  x   0.99985280  =   0.99968296
 FS1211
 FS1211:                Primary Azimuth Mark                     Grid Az
 FS1211:SPC NV E     -  FARRY                                    009 19 14.0
 FS1211:SPC CA 5     -  FARRY                                    007 56 43.2
 FS1211:UTM  11      -  FARRY                                    008 29 35.5
 FS1211
 FS1211|---------------------------------------------------------------------|
 FS1211| PID    Reference Object                     Distance      Geod. Az  |
 FS1211|                                                           dddmmss.s |
 FS1211| FS1222 FARRY                               APPROX. 7.2 KM 0092505.0 |
 FS1211| CC4753 EZRA RM 2                             6.797 METERS 26851     |
 FS1211| CC4752 EZRA RM 1                             4.454 METERS 35950     |
 FS1211|---------------------------------------------------------------------|
 FS1211
 FS1211                          SUPERSEDED SURVEY CONTROL
 FS1211
 FS1211  NAD 83(1992)-  35 43 31.11479(N)    115 24 58.80923(W) AD(1991.35) 2
 FS1211  NAD 83(1992)-  35 43 31.11640(N)    115 24 58.81019(W) AD(       ) 2
 FS1211  NAD 83(1992)-  35 43 31.11501(N)    115 24 58.81440(W) AD(       ) 2
 FS1211  NAD 83(1986)-  35 43 31.11858(N)    115 24 58.80620(W) AD(       ) 2
 FS1211  NAD 27      -  35 43 31.19250(N)    115 24 55.82750(W) AD(       ) 2
 FS1211  NGVD 29 (07/19/86) 1109.9    (m)         3641.     (f) VERT ANG       
 FS1211
 FS1211.Superseded values are not recommended for survey control.
 FS1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1211.See file dsdata.txt to determine how the superseded data were derived.
 FS1211
 FS1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV4323154638(NAD 83)
 FS1211_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FS1211_SETTING: 66 = SET IN ROCK OUTCROP
 FS1211
 FS1211  HISTORY     - Date     Condition        Report By
 FS1211  HISTORY     - 1958     MONUMENTED       CGS
 FS1211
 FS1211                          STATION DESCRIPTION
 FS1211
 FS1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS1211'THE STATION IS 7 MILES NORTHWEST OF ROACH RAILROAD STATION,
 FS1211'6.5 MILES SOUTHWEST OF JEAN AND 0.5 MILE SOUTH OF MAIN WASH
 FS1211'LEADING WEST, UP, AND INTO DEVILS CANYON.  ON THE MOST WESTERN
 FS1211'AND HIGHEST OF A SERIES OF LOW BUTTES ALONG AN EAST-WEST RIDGE
 FS1211'IN THE FLATS BETWEEN THE MAIN MOUNTAINS AND THE EXISTING
 FS1211'ALIGNMENT OF U.S. HIGHWAY 91.
 FS1211'
 FS1211'TO REACH FROM JEAN GO SOUTH-SOUTHWEST ON U.S. 91 FOR 5.1
 FS1211'MILES TO A GRADED DIRT ROAD LEADING WEST, RIGHT, AT A CONCRETE
 FS1211'CULVERT.  TURN RIGHT AND GO 0.5 MILE TO CROSS ROADS.  HERE
 FS1211'TURN RIGHT AND GO WEST FOR 3.1 MILES ON A ROUGH AND ROCKY
 FS1211'ROAD AND INTO A LARGE WASH TO A POINT ON THE NORTHWEST SHOULDER
 FS1211'OF STATION HILL WHERE SIGNS OF AN OLD ROAD SHOWS LEADING INTO
 FS1211'THE LARGE WASH FROM THE NORTH.  NOTE--THIS ROAD WILL BE HARD TO
 FS1211'LOCATE BECAUSE OF FLOOD ACTION IN THE BIG WASH.  HERE TURN
 FS1211'LEFT ONTO RIDGE AND GO 0.3 MILE UP STEEP SLOPE TO TOP OF
 FS1211'RIDGE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 FS1211'SOUTHEAST INTO SADDLE AND ALONG THE CREST OF THE RIDGE TO
 FS1211'THE TOP AND STATION SITE.  ABOUT 10 MINUTES.  4 WHEEL DRIVE.
 FS1211'
 FS1211'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 FS1211'DRILL HOLES IN BEDROCK AND STAMPED EZRA 1958 WITH THE REFERENCE
 FS1211'MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0193 ***********************************************************************
 FS0193  DESIGNATION -  F
 FS0193  PID         -  FS0193
 FS0193  STATE/COUNTY-  NV/CLARK
 FS0193  USGS QUAD   -  JEAN (1989)
 FS0193
 FS0193                         *CURRENT SURVEY CONTROL
 FS0193  ___________________________________________________________________
 FS0193* NAD 83(1986)-  35 51 35.     (N)    115 15 12.     (W)     SCALED    
 FS0193* NAVD 88     -       943.027  (meters)    3093.91   (feet)  POSTED    
 FS0193  ___________________________________________________________________
 FS0193  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FS0193  DYNAMIC HT  -         942.000 (meters)    3090.55  (feet)  COMP
 FS0193  MODELED GRAV-     979,510.7   (mgal)                       NAVD 88
 FS0193
 FS0193  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0193
 FS0193.The horizontal coordinates were scaled from a topographic map and have
 FS0193.an estimated accuracy of +/- 6 seconds.
 FS0193
 FS0193.The orthometric height was determined by differential leveling
 FS0193.and adjusted by the National Geodetic Survey in 1992..
 FS0193.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0193.rate of 0.0 thru 1.0 mm/km.
 FS0193
 FS0193.The geoid height was determined by GEOID03.
 FS0193
 FS0193.The dynamic height is computed by dividing the NAVD 88
 FS0193.geopotential number by the normal gravity value computed on the
 FS0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0193.degrees latitude (g = 980.6199 gals.).
 FS0193
 FS0193.The modeled gravity was interpolated from observed gravity values.
 FS0193
 FS0193;                    North         East    Units  Estimated Accuracy
 FS0193;SPC NV E     - 8,123,160.      229,800.      MT  (+/- 180 meters Scaled)
 FS0193
 FS0193                          SUPERSEDED SURVEY CONTROL
 FS0193
 FS0193  NGVD 29 (??/??/92)  942.227  (m)         3091.29   (f) ADJ UNCH    1 2
 FS0193
 FS0193.Superseded values are not recommended for survey control.
 FS0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0193.See file dsdata.txt to determine how the superseded data were derived.
 FS0193
 FS0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV577697(NAD 83)
 FS0193_MARKER: P = PIPE CAP
 FS0193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0193_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0193_STAMPING: U S
 FS0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0193
 FS0193  HISTORY     - Date     Condition        Report By
 FS0193  HISTORY     - UNK      MONUMENTED       CGS
 FS0193  HISTORY     - 1949     GOOD             NGS
 FS0193  HISTORY     - 1960     GOOD             NGS
 FS0193
 FS0193                          STATION DESCRIPTION
 FS0193
 FS0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0193'7 MI N FROM JEAN.
 FS0193'7.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0193'AT JEAN, 68 FEET NORTH OF THE 1ST POLE NORTH OF MILEPOLE 308,
 FS0193'9 RAILS SOUTH OF CULVERT 308.10, 106 FEET SOUTH OF A TELEPHONE
 FS0193'POLE WITH A GUY WIRE TO THE EAST, 62.9 FEET EAST OF THE EAST RAIL,
 FS0193'AND RIVETED ON TOP OF A 3-INCH IRON PIPE PROJECTING 0.5 FOOT
 FS0193'ABOVE THE GROUND.
 FS0193
 FS0193                          STATION RECOVERY (1960)
 FS0193
 FS0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FS0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0706 ***********************************************************************
 GR0706  DESIGNATION -  F 1
 GR0706  PID         -  GR0706
 GR0706  STATE/COUNTY-  NV/CLARK
 GR0706  USGS QUAD   -  UTE (1983)
 GR0706
 GR0706                         *CURRENT SURVEY CONTROL
 GR0706  ___________________________________________________________________
 GR0706* NAD 83(1986)-  36 33 55.     (N)    114 43 04.     (W)     SCALED    
 GR0706* NAVD 88     -       589.700  (meters)    1934.71   (feet)  ADJUSTED  
 GR0706  ___________________________________________________________________
 GR0706  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 GR0706  DYNAMIC HT  -         589.116 (meters)    1932.79  (feet)  COMP
 GR0706  MODELED GRAV-     979,624.7   (mgal)                       NAVD 88
 GR0706
 GR0706  VERT ORDER  -  FIRST     CLASS I
 GR0706
 GR0706.The horizontal coordinates were scaled from a topographic map and have
 GR0706.an estimated accuracy of +/- 6 seconds.
 GR0706
 GR0706.The orthometric height was determined by differential leveling
 GR0706.and adjusted by the National Geodetic Survey in June 1991..
 GR0706.WARNING-Repeat measurements at this control monument indicate possible
 GR0706.vertical movement.
 GR0706
 GR0706.The geoid height was determined by GEOID03.
 GR0706
 GR0706.The dynamic height is computed by dividing the NAVD 88
 GR0706.geopotential number by the normal gravity value computed on the
 GR0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0706.degrees latitude (g = 980.6199 gals.).
 GR0706
 GR0706.The modeled gravity was interpolated from observed gravity values.
 GR0706
 GR0706;                    North         East    Units  Estimated Accuracy
 GR0706;SPC NV E     - 8,201,740.      277,470.      MT  (+/- 180 meters Scaled)
 GR0706
 GR0706                          SUPERSEDED SURVEY CONTROL
 GR0706
 GR0706  NGVD 29 (??/??/92)  589.013  (m)         1932.45   (f) ADJ UNCH    1 1
 GR0706
 GR0706.Superseded values are not recommended for survey control.
 GR0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0706.See file dsdata.txt to determine how the superseded data were derived.
 GR0706
 GR0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA042490(NAD 83)
 GR0706_MARKER: P = PIPE CAP
 GR0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0706_STAMPING: F 1
 GR0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0706+STABILITY: SURFACE MOTION
 GR0706
 GR0706  HISTORY     - Date     Condition        Report By
 GR0706  HISTORY     - UNK      MONUMENTED       CGS
 GR0706  HISTORY     - 1949     GOOD             NGS
 GR0706  HISTORY     - 1963     GOOD             NGS
 GR0706  HISTORY     - 1982     GOOD             NGS
 GR0706
 GR0706                          STATION DESCRIPTION
 GR0706
 GR0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0706'9.4 MI SW FROM MOAPA.
 GR0706'9.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0706'AT MOAPA, ABOUT 102 YARDS NORTHWEST OF THE CENTER OF A DIRT ROAD
 GR0706'CROSSING, 233 FEET WEST OF AND ACROSS THE TRACKS FROM THE SIGNBOARD AT
 GR0706'UTE SIDING, IN THE CENTER OF A DIRT EMBANKMENT ACROSS A WASH, 212.6
 GR0706'FEET WEST OF THE WEST RAIL, 3.4 FEET NORTH OF A WITNESS POST, ABOUT 4
 GR0706'FEET HIGHER THAN THE TRACK, AND SCREWED ON THE TOP OF A 3 1/2-INCH
 GR0706'IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GR0706
 GR0706                          STATION RECOVERY (1963)
 GR0706
 GR0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0706'RECOVERED IN GOOD CONDITION.
 GR0706
 GR0706                          STATION RECOVERY (1982)
 GR0706
 GR0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0987 ***********************************************************************
 KR0987  DESIGNATION -  F 10
 KR0987  PID         -  KR0987
 KR0987  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0987  USGS QUAD   -  CARSON CITY (1994)
 KR0987
 KR0987                         *CURRENT SURVEY CONTROL
 KR0987  ___________________________________________________________________
 KR0987* NAD 83(1986)-  39 09 50.     (N)    119 45 58.     (W)     SCALED    
 KR0987* NAVD 88     -      1426.93   (+/-2cm)    4681.5    (feet)  VERTCON   
 KR0987  ___________________________________________________________________
 KR0987  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 KR0987
 KR0987  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0987
 KR0987.The horizontal coordinates were scaled from a topographic map and have
 KR0987.an estimated accuracy of +/- 6 seconds.
 KR0987
 KR0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0987.The vertical order pertains to the NGVD 29 superseded value.
 KR0987
 KR0987.The geoid height was determined by GEOID03.
 KR0987
 KR0987;                    North         East    Units  Estimated Accuracy
 KR0987;SPC NV W     - 4,490,460.      697,790.      MT  (+/- 180 meters Scaled)
 KR0987
 KR0987                          SUPERSEDED SURVEY CONTROL
 KR0987
 KR0987  NGVD 29 (??/??/92) 1425.804  (m)         4677.83   (f) ADJ UNCH    1 2
 KR0987
 KR0987.Superseded values are not recommended for survey control.
 KR0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0987.See file dsdata.txt to determine how the superseded data were derived.
 KR0987
 KR0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD610386(NAD 83)
 KR0987_MARKER: DB = BENCH MARK DISK
 KR0987_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0987_SP_SET: PILLAR
 KR0987_STAMPING: F 10 1915 4677.829
 KR0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0987
 KR0987  HISTORY     - Date     Condition        Report By
 KR0987  HISTORY     - 1915     MONUMENTED       CGS
 KR0987  HISTORY     - 1953     GOOD             NGS
 KR0987  HISTORY     - 20030919 GOOD             USPSQD
 KR0987
 KR0987                          STATION DESCRIPTION
 KR0987
 KR0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0987'IN CARSON CITY.
 KR0987'AT CARSON CITY, AT THE MAIN ENTRANCE TO THE NEVADA STATE CAPITOL
 KR0987'BUILDING, SET VERTICALLY IN THE WEST FACE OF THE CONCRETE FOOTING OF
 KR0987'THE NORTH PILLAR, 20.5 FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE,
 KR0987'AND 0.3 FOOT HIGHER THAN THE NORTH CONCRETE BALUSTRADE.
 KR0987
 KR0987                          STATION RECOVERY (2003)
 KR0987
 KR0987'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 KR0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0988 ***********************************************************************
 KR0988  DESIGNATION -  F 10 RESET
 KR0988  PID         -  KR0988
 KR0988  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0988  USGS QUAD   -  CARSON CITY (1994)
 KR0988
 KR0988                         *CURRENT SURVEY CONTROL
 KR0988  ___________________________________________________________________
 KR0988* NAD 83(1986)-  39 09 50.     (N)    119 45 58.     (W)     SCALED    
 KR0988* NAVD 88     -      1426.88   (+/-2cm)    4681.4    (feet)  VERTCON   
 KR0988  ___________________________________________________________________
 KR0988  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 KR0988
 KR0988  VERT ORDER  -  THIRD (See Below)
 KR0988
 KR0988.The horizontal coordinates were scaled from a topographic map and have
 KR0988.an estimated accuracy of +/- 6 seconds.
 KR0988
 KR0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0988.The vertical order pertains to the NGVD 29 superseded value.
 KR0988
 KR0988.The geoid height was determined by GEOID03.
 KR0988
 KR0988;                    North         East    Units  Estimated Accuracy
 KR0988;SPC NV W     - 4,490,460.      697,790.      MT  (+/- 180 meters Scaled)
 KR0988
 KR0988                          SUPERSEDED SURVEY CONTROL
 KR0988
 KR0988  NGVD 29 (07/31/00) 1425.76   (m)         4677.7    (f) RESET       3  
 KR0988
 KR0988.Superseded values are not recommended for survey control.
 KR0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0988.See file dsdata.txt to determine how the superseded data were derived.
 KR0988
 KR0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD610386(NAD 83)
 KR0988_MARKER: DD = SURVEY DISK
 KR0988_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0988_SP_SET: PILLAR BASE
 KR0988_STAMPING: F 10 RESET 1968
 KR0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0988
 KR0988  HISTORY     - Date     Condition        Report By
 KR0988  HISTORY     - 1968     MONUMENTED       USGS
 KR0988  HISTORY     - 1969     GOOD             USGS
 KR0988  HISTORY     - 20030919 GOOD             USPSQD
 KR0988
 KR0988                          STATION DESCRIPTION
 KR0988
 KR0988'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KR0988'IN CARSON CITY.
 KR0988'AT CARSON CITY, AT THE MAIN ENTRANCE TO THE NEVADA STATE CAPITOL
 KR0988'BUILDING, SET VERTICALLY IN THE WEST FACE OF A STEEL PLINTH (BASE) OF
 KR0988'THE NORTH PILLAR, 20 FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE,
 KR0988'ABOUT 0.2 FOOT ABOVE THE LEVEL OF THE NORTH STONE BALUSTRADE.
 KR0988
 KR0988                          STATION RECOVERY (2003)
 KR0988
 KR0988'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 KR0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0561 ***********************************************************************
 LR0561  DESIGNATION -  F 100
 LR0561  PID         -  LR0561
 LR0561  STATE/COUNTY-  NV/PERSHING
 LR0561  USGS QUAD   -  SONOMA CANYON (1983)
 LR0561
 LR0561                         *CURRENT SURVEY CONTROL
 LR0561  ___________________________________________________________________
 LR0561* NAD 83(1986)-  40 49 47.     (N)    117 44 35.     (W)     SCALED    
 LR0561* NAVD 88     -      1355.170  (meters)    4446.09   (feet)  ADJUSTED  
 LR0561  ___________________________________________________________________
 LR0561  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 LR0561  DYNAMIC HT  -        1354.116 (meters)    4442.63  (feet)  COMP
 LR0561  MODELED GRAV-     979,799.7   (mgal)                       NAVD 88
 LR0561
 LR0561  VERT ORDER  -  SECOND    CLASS 0
 LR0561
 LR0561.The horizontal coordinates were scaled from a topographic map and have
 LR0561.an estimated accuracy of +/- 6 seconds.
 LR0561
 LR0561.The orthometric height was determined by differential leveling
 LR0561.and adjusted by the National Geodetic Survey in June 1991..
 LR0561
 LR0561.The geoid height was determined by GEOID03.
 LR0561
 LR0561.The dynamic height is computed by dividing the NAVD 88
 LR0561.geopotential number by the normal gravity value computed on the
 LR0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0561.degrees latitude (g = 980.6199 gals.).
 LR0561
 LR0561.The modeled gravity was interpolated from observed gravity values.
 LR0561
 LR0561;                    North         East    Units  Estimated Accuracy
 LR0561;SPC NV W     - 4,675,080.      870,870.      MT  (+/- 180 meters Scaled)
 LR0561
 LR0561                          SUPERSEDED SURVEY CONTROL
 LR0561
 LR0561  NGVD 29 (??/??/92) 1354.108  (m)         4442.60   (f) ADJ UNCH    2 0
 LR0561
 LR0561.Superseded values are not recommended for survey control.
 LR0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0561.See file dsdata.txt to determine how the superseded data were derived.
 LR0561
 LR0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF373201(NAD 83)
 LR0561_MARKER: DB = BENCH MARK DISK
 LR0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0561_STAMPING: F 100 1958
 LR0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0561+STABILITY: SURFACE MOTION
 LR0561
 LR0561  HISTORY     - Date     Condition        Report By
 LR0561  HISTORY     - 1958     MONUMENTED       CGS
 LR0561  HISTORY     - 1968     GOOD             NGS
 LR0561
 LR0561                          STATION DESCRIPTION
 LR0561
 LR0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0561'10.7 MI SE FROM WINNEMUCCA.
 LR0561'0.2 MILE SOUTHEAST ALONG BRIDGE STREET FROM THE COURTHOUSE AT
 LR0561'WINNEMUCCA, THENCE 10.5 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD,
 LR0561'ON THE NORTHWEST SLOPE OF A LONG GRADE, 35 FEET NORTHEAST OF THE
 LR0561'CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHWEST OF A WITNESS POST, ABOUT
 LR0561'1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LR0561'PROJECTING 1/2 FOOT ABOVE THE GROUND.
 LR0561
 LR0561                          STATION RECOVERY (1968)
 LR0561
 LR0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LR0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0584 ***********************************************************************
 LR0584  DESIGNATION -  F 101
 LR0584  PID         -  LR0584
 LR0584  STATE/COUNTY-  NV/PERSHING
 LR0584  USGS QUAD   -  PANTHER CANYON (1990)
 LR0584
 LR0584                         *CURRENT SURVEY CONTROL
 LR0584  ___________________________________________________________________
 LR0584* NAD 83(1994)-  40 31 21.44023(N)    117 36 41.18896(W)     ADJUSTED  
 LR0584* NAVD 88     -      1464.941  (meters)    4806.23   (feet)  ADJUSTED  
 LR0584  ___________________________________________________________________
 LR0584  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 LR0584  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 LR0584  DYNAMIC HT  -        1463.722 (meters)    4802.23  (feet)  COMP
 LR0584  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 LR0584
 LR0584  HORZ ORDER  -  THIRD
 LR0584  VERT ORDER  -  SECOND    CLASS 0
 LR0584
 LR0584.The horizontal coordinates were established by classical geodetic methods
 LR0584.and adjusted by the National Geodetic Survey in June 1998..
 LR0584
 LR0584.The orthometric height was determined by differential leveling
 LR0584.and adjusted by the National Geodetic Survey in June 1991..
 LR0584
 LR0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0584
 LR0584.The geoid height was determined by GEOID03.
 LR0584
 LR0584.The dynamic height is computed by dividing the NAVD 88
 LR0584.geopotential number by the normal gravity value computed on the
 LR0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0584.degrees latitude (g = 980.6199 gals.).
 LR0584
 LR0584.The modeled gravity was interpolated from observed gravity values.
 LR0584
 LR0584;                    North         East     Units Scale Factor Converg.
 LR0584;SPC NV W     - 4,641,092.264   882,349.815   MT  0.99998345   +0 37 53.5
 LR0584;SPC NV W     -15,226,650.20  2,894,842.68   sFT  0.99998345   +0 37 53.5
 LR0584;UTM  11      - 4,485,945.372   448,207.466   MT  0.99963302   -0 23 50.3
 LR0584
 LR0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0584!SPC NV W     -   0.99977355  x   0.99998345  =   0.99975700
 LR0584!UTM  11      -   0.99977355  x   0.99963302  =   0.99940665
 LR0584
 LR0584|---------------------------------------------------------------------|
 LR0584| PID    Reference Object                     Distance      Geod. Az  |
 LR0584|                                                           dddmmss.s |
 LR0584| DB6266 F 101 RM 1                           11.114 METERS 01921     |
 LR0584| DB6267 F 101 RM 2                           11.070 METERS 12627     |
 LR0584| DB6265 F 101 AZ MK                                        1632800.4 |
 LR0584|---------------------------------------------------------------------|
 LR0584
 LR0584                          SUPERSEDED SURVEY CONTROL
 LR0584
 LR0584  NAD 83(1986)-  40 31 21.44607(N)    117 36 41.18414(W) AD(       ) 3
 LR0584  NAD 27      -  40 31 21.77520(N)    117 36 37.76190(W) AD(       ) 3
 LR0584  NGVD 29 (??/??/92) 1463.841  (m)         4802.62   (f) ADJ UNCH    2 0
 LR0584
 LR0584.Superseded values are not recommended for survey control.
 LR0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0584.See file dsdata.txt to determine how the superseded data were derived.
 LR0584
 LR0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME4820785945(NAD 83)
 LR0584_MARKER: DB = BENCH MARK DISK
 LR0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0584_STAMPING: F 101 1958
 LR0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0584+STABILITY: SURFACE MOTION
 LR0584
 LR0584  HISTORY     - Date     Condition        Report By
 LR0584  HISTORY     - 1958     MONUMENTED       CGS
 LR0584  HISTORY     - 1958     GOOD             CGS
 LR0584  HISTORY     - 1959     GOOD             USGS
 LR0584
 LR0584                          STATION DESCRIPTION
 LR0584
 LR0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0584'THE STATION IS LOCATED AIRLINE ABOUT 32 MILES SOUTH-SOUTHEAST OF
 LR0584'WINNEMUCCA, 6 MILES SOUTH-SOUTHEAST OF LEACH HOT SPRINGS, NEAR THE
 LR0584'SOUTH END OF GRASS VALLEY AND ON THE EAST SIDE OF A NORTH-SOUTH
 LR0584'GRAVEL ROAD.
 LR0584'
 LR0584'TO REACH THE STATION FROM THE HUMBOLDT COUNTY COURTHOUSE IN
 LR0584'WINNEMUCCA GO SOUTHEAST ON BRIDGE STREET FOR 0.25 MILE TO HASKELL
 LR0584'STREET.  TURN RIGHT AND GO SOUTHWEST FOR 1.15 MILES TO A FORKS.
 LR0584'TAKE RIGHT FORK AND GO SOUTHWEST FOR 4.2 MILES TO A CROSSROAD.
 LR0584'CONTINUE STRAIGHT AHEAD, SOUTH, ON MAIN TRAVELED ROAD FOR 21.1
 LR0584'MILES TO LEACH HOT SPRINGS.  PROCEED STRAIGHT AHEAD, SOUTH, ON
 LR0584'MAIN TRAVELED ROAD 5.85 MILES TO THE STATION.
 LR0584'
 LR0584'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 LR0584'STAMPED F101 1958 SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LR0584'12 INCHES IN DIAMETER THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 LR0584'IT IS 35 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD AND 2.5
 LR0584'FEET NORTH OF A WHITE WITNESS POST.
 LR0584'
 LR0584'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BM F101 NO 1
 LR0584'1958 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 LR0584'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 LR0584'ELEVATION AS THE STATION.  IT IS LOCATED 60 FEET EAST OF THE
 LR0584'CENTERLINE OF THE GRAVEL ROAD.
 LR0584'
 LR0584'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BM F101 NO 2
 LR0584'1958 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 LR0584'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 LR0584'ELEVATION AS THE STATION.  IT IS LOCATED 60 FEET EAST OF THE
 LR0584'CENTERLINE OF THE GRAVEL ROAD.
 LR0584'
 LR0584'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 LR0584'STAMPED G101 1958 SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 LR0584'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT IS LOCATED ALONG
 LR0584'THE EAST SIDE OF A GRAVEL ROAD 27 FEET FROM ITS CENTERLINE.  TO
 LR0584'REACH FROM THE STATION GO SOUTH ON GRAVEL ROAD 1.0 MILE TO THE
 LR0584'AZIMUTH MARK.
 LR0584
 LR0584                          STATION RECOVERY (1958)
 LR0584
 LR0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0584'5.95 MI SE FROM LEACH HOT SPRINGS.
 LR0584'5.95 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, 0.45
 LR0584'MILE NORTH OF THE ENTRANCE ROAD TO MUD SPRINGS RANCH, 0.15 MILE
 LR0584'SOUTHEAST OF THE JUNCTION OF A TRACK ROAD EAST, 37 FEET NORTHEAST OF
 LR0584'THE CENTER LINE OF THE ROAD, 2 FEET NORTHWEST OF A WITNESS POST, ABOUT
 LR0584'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LR0584'0.4 FOOT ABOVE THE GROUND.
 LR0584
 LR0584                          STATION RECOVERY (1959)
 LR0584
 LR0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LR0584'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40117-4, STATION 1037.
 LR0584'RECOVERED AS DESCRIBED BY C AND GS, 1958.
 LR0584'
 LR0584'STATION MARK--A U.S. COAST AND GEODETIC SURVEY BENCH MARK STAMPED--
 LR0584'F101 1958--SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 LR0584'IN DIAMETER THAT PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0462 ***********************************************************************
 LR0462  DESIGNATION -  F 102
 LR0462  PID         -  LR0462
 LR0462  STATE/COUNTY-  NV/PERSHING
 LR0462  USGS QUAD   -  SOU HILLS (1990)
 LR0462
 LR0462                         *CURRENT SURVEY CONTROL
 LR0462  ___________________________________________________________________
 LR0462* NAD 83(1986)-  40 11 57.     (N)    117 41 17.     (W)     SCALED    
 LR0462* NAVD 88     -      1239.939  (meters)    4068.03   (feet)  ADJUSTED  
 LR0462  ___________________________________________________________________
 LR0462  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 LR0462  DYNAMIC HT  -        1238.944 (meters)    4064.77  (feet)  COMP
 LR0462  MODELED GRAV-     979,780.2   (mgal)                       NAVD 88
 LR0462
 LR0462  VERT ORDER  -  SECOND    CLASS 0
 LR0462
 LR0462.The horizontal coordinates were scaled from a topographic map and have
 LR0462.an estimated accuracy of +/- 6 seconds.
 LR0462
 LR0462.The orthometric height was determined by differential leveling
 LR0462.and adjusted by the National Geodetic Survey in June 1991..
 LR0462
 LR0462.The geoid height was determined by GEOID03.
 LR0462
 LR0462.The dynamic height is computed by dividing the NAVD 88
 LR0462.geopotential number by the normal gravity value computed on the
 LR0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0462.degrees latitude (g = 980.6199 gals.).
 LR0462
 LR0462.The modeled gravity was interpolated from observed gravity values.
 LR0462
 LR0462;                    North         East    Units  Estimated Accuracy
 LR0462;SPC NV W     - 4,605,110.      876,220.      MT  (+/- 180 meters Scaled)
 LR0462
 LR0462                          SUPERSEDED SURVEY CONTROL
 LR0462
 LR0462  NGVD 29 (??/??/92) 1238.945  (m)         4064.77   (f) ADJ UNCH    2 0
 LR0462
 LR0462.Superseded values are not recommended for survey control.
 LR0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0462.See file dsdata.txt to determine how the superseded data were derived.
 LR0462
 LR0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME414500(NAD 83)
 LR0462_MARKER: DB = BENCH MARK DISK
 LR0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0462_STAMPING: F 102 1958
 LR0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0462+STABILITY: SURFACE MOTION
 LR0462
 LR0462  HISTORY     - Date     Condition        Report By
 LR0462  HISTORY     - 1958     MONUMENTED       CGS
 LR0462
 LR0462                          STATION DESCRIPTION
 LR0462
 LR0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0462'1.8 MI S FROM PARIS RANCH.
 LR0462'1.8 MILES SOUTH ALONG A GRAVEL ROAD FROM PARIS RANCH, 56 FEET
 LR0462'NORTHWEST OF THE CENTER OF THE Y JUNCTION OF AN ABANDONED ROAD (A
 LR0462'FORMER ALIGNMENT OF THE PRESENT ROAD), 33 FEET WEST AND ACROSS THE
 LR0462'ABANDONED ROAD FROM THE CENTER LINE OF THE GRAVEL ROAD, 14 FEET WEST
 LR0462'OF THE CENTER LINE OF THE ABANDONED ROAD, 1.7 FEET SOUTH OF A WITNESS
 LR0462'POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 LR0462'CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0065 ***********************************************************************
 KR0065  DESIGNATION -  F 103
 KR0065  PID         -  KR0065
 KR0065  STATE/COUNTY-  NV/CHURCHILL
 KR0065  USGS QUAD   -  DIXIE VALLEY (1972)
 KR0065
 KR0065                         *CURRENT SURVEY CONTROL
 KR0065  ___________________________________________________________________
 KR0065* NAD 83(1994)-  39 44 28.77729(N)    118 07 08.37209(W)     ADJUSTED  
 KR0065* NAVD 88     -      1048.978  (meters)    3441.52   (feet)  ADJUSTED  
 KR0065  ___________________________________________________________________
 KR0065  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 KR0065  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 KR0065  DYNAMIC HT  -        1048.109 (meters)    3438.67  (feet)  COMP
 KR0065  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 KR0065
 KR0065  HORZ ORDER  -  THIRD
 KR0065  VERT ORDER  -  SECOND    CLASS 0
 KR0065
 KR0065.The horizontal coordinates were established by classical geodetic methods
 KR0065.and adjusted by the National Geodetic Survey in February 1999..
 KR0065
 KR0065.The orthometric height was determined by differential leveling
 KR0065.and adjusted by the National Geodetic Survey in June 1991..
 KR0065
 KR0065.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0065
 KR0065.The geoid height was determined by GEOID03.
 KR0065
 KR0065.The dynamic height is computed by dividing the NAVD 88
 KR0065.geopotential number by the normal gravity value computed on the
 KR0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0065.degrees latitude (g = 980.6199 gals.).
 KR0065
 KR0065.The modeled gravity was interpolated from observed gravity values.
 KR0065
 KR0065;                    North         East     Units Scale Factor Converg.
 KR0065;SPC NV W     - 4,553,997.390   839,797.191   MT  0.99991949   +0 17 48.7
 KR0065;SPC NV W     -14,940,906.44  2,755,234.62   sFT  0.99991949   +0 17 48.7
 KR0065;UTM  11      - 4,399,646.297   404,122.591   MT  0.99971317   -0 42 55.6
 KR0065
 KR0065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0065!SPC NV W     -   0.99983913  x   0.99991949  =   0.99975863
 KR0065!UTM  11      -   0.99983913  x   0.99971317  =   0.99955235
 KR0065
 KR0065                          SUPERSEDED SURVEY CONTROL
 KR0065
 KR0065  NGVD 29 (??/??/92) 1048.031  (m)         3438.41   (f) ADJ UNCH    2 0
 KR0065
 KR0065.Superseded values are not recommended for survey control.
 KR0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0065.See file dsdata.txt to determine how the superseded data were derived.
 KR0065
 KR0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD0412399646(NAD 83)
 KR0065_MARKER: DB = BENCH MARK DISK
 KR0065_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KR0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0065_STAMPING: F 103 1958
 KR0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0065+STABILITY: SURFACE MOTION
 KR0065
 KR0065  HISTORY     - Date     Condition        Report By
 KR0065  HISTORY     - 1958     MONUMENTED       CGS
 KR0065  HISTORY     - 1965     GOOD             USGS
 KR0065  HISTORY     - 1986     GOOD             USPSQD
 KR0065
 KR0065                          STATION DESCRIPTION
 KR0065
 KR0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0065'6.4 MI N FROM DIXIE VALLEY.
 KR0065'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE DIXIE SCHOOL AT DIXIE
 KR0065'VALLEY, THENCE 4.9 MILES NORTH ALONG A DIRT ROAD, ABOUT 50 YARDS
 KR0065'SOUTHWEST OF THE SOUTHWEST END OF AN S CURVE, 27 FEET NORTHWEST OF THE
 KR0065'CENTER LINE OF THE ROAD, 1.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1
 KR0065'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KR0065'PROJECTING 1/2 FOOT ABOVE THE GROUND.
 KR0065
 KR0065                          STATION RECOVERY (1965)
 KR0065
 KR0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KR0065'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY LEVEL LIST NO. 96, NEVADA,
 KR0065'AS FOLLOWS-- --1.5 MI. W. ALONG A GRAVEL RD. FROM THE DIXIE SCHOOL AT
 KR0065'DIXIE VALLEY, THENCE 4.9 MI. N. ALONG A DIRT RD. ABOUT 50 YARDS SW. OF
 KR0065'THE SOUTHWEST END OF AN S-CURVE, 27 FT. NW. OF THE CENTERLINE OF THE
 KR0065'RD., 1.7 FT. SE. OF A WITNESS POST, ABOUT 1 FT. HIGHER THAN THE RD.,
 KR0065'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT. ABOVE THE
 KR0065'GROUND.-- STATION MARK--A STANDARD C AND GS BENCH MARK TABLET
 KR0065'STAMPED---F 103 1958--- IN CONCRETE POST PROJECTING 0.5 FT. ABOVE THE
 KR0065'GROUND.
 KR0065
 KR0065                          STATION RECOVERY (1986)
 KR0065
 KR0065'RECOVERY NOTE BY US POWER SQUADRON 1986 (GT)
 KR0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0555 ***********************************************************************
 LR0555  DESIGNATION -  F 104
 LR0555  PID         -  LR0555
 LR0555  STATE/COUNTY-  NV/HUMBOLDT
 LR0555  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0555
 LR0555                         *CURRENT SURVEY CONTROL
 LR0555  ___________________________________________________________________
 LR0555* NAD 83(1986)-  40 54 54.     (N)    117 46 10.     (W)     SCALED    
 LR0555* NAVD 88     -      1316.730  (meters)    4319.97   (feet)  ADJUSTED  
 LR0555  ___________________________________________________________________
 LR0555  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 LR0555  DYNAMIC HT  -        1315.718 (meters)    4316.65  (feet)  COMP
 LR0555  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 LR0555
 LR0555  VERT ORDER  -  SECOND    CLASS 0
 LR0555
 LR0555.The horizontal coordinates were scaled from a topographic map and have
 LR0555.an estimated accuracy of +/- 6 seconds.
 LR0555
 LR0555.The orthometric height was determined by differential leveling
 LR0555.and adjusted by the National Geodetic Survey in June 1991..
 LR0555
 LR0555.The geoid height was determined by GEOID03.
 LR0555
 LR0555.The dynamic height is computed by dividing the NAVD 88
 LR0555.geopotential number by the normal gravity value computed on the
 LR0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0555.degrees latitude (g = 980.6199 gals.).
 LR0555
 LR0555.The modeled gravity was interpolated from observed gravity values.
 LR0555
 LR0555;                    North         East    Units  Estimated Accuracy
 LR0555;SPC NV W     - 4,684,530.      868,560.      MT  (+/- 180 meters Scaled)
 LR0555
 LR0555                          SUPERSEDED SURVEY CONTROL
 LR0555
 LR0555  NGVD 29 (??/??/92) 1315.674  (m)         4316.51   (f) ADJ UNCH    2 0
 LR0555
 LR0555.Superseded values are not recommended for survey control.
 LR0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0555.See file dsdata.txt to determine how the superseded data were derived.
 LR0555
 LR0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF352296(NAD 83)
 LR0555_MARKER: DB = BENCH MARK DISK
 LR0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0555_STAMPING: F 104 1958
 LR0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0555+STABILITY: SURFACE MOTION
 LR0555
 LR0555  HISTORY     - Date     Condition        Report By
 LR0555  HISTORY     - 1958     MONUMENTED       CGS
 LR0555
 LR0555                          STATION DESCRIPTION
 LR0555
 LR0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0555'4.55 MI SW FROM WINNEMUCCA.
 LR0555'0.2 MILE SOUTHEAST ALONG BRIDGE STREET FROM THE COURTHOUSE AT
 LR0555'WINNEMUCCA, THENCE 4.35 MILES SOUTHWEST ALONG A GRAVEL ROAD, 57 FEET
 LR0555'SOUTH OF THE CENTER OF THE T JUNCTION OF A DIRT ROAD SOUTHEAST, 40
 LR0555'FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 39 FEET
 LR0555'SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 2 FEET NORTHEAST OF A
 LR0555'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 LR0555'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0218 ***********************************************************************
 LS0218  DESIGNATION -  F 105
 LS0218  PID         -  LS0218
 LS0218  STATE/COUNTY-  NV/PERSHING
 LS0218  USGS QUAD   -  CORNISH PEAK (1987)
 LS0218
 LS0218                         *CURRENT SURVEY CONTROL
 LS0218  ___________________________________________________________________
 LS0218* NAD 83(1986)-  40 06 42.     (N)    118 05 15.     (W)     SCALED    
 LS0218* NAVD 88     -      1240.104  (meters)    4068.57   (feet)  ADJUSTED  
 LS0218  ___________________________________________________________________
 LS0218  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 LS0218  DYNAMIC HT  -        1239.113 (meters)    4065.32  (feet)  COMP
 LS0218  MODELED GRAV-     979,783.1   (mgal)                       NAVD 88
 LS0218
 LS0218  VERT ORDER  -  SECOND    CLASS 0
 LS0218
 LS0218.The horizontal coordinates were scaled from a topographic map and have
 LS0218.an estimated accuracy of +/- 6 seconds.
 LS0218
 LS0218.The orthometric height was determined by differential leveling
 LS0218.and adjusted by the National Geodetic Survey in June 1991..
 LS0218
 LS0218.The geoid height was determined by GEOID03.
 LS0218
 LS0218.The dynamic height is computed by dividing the NAVD 88
 LS0218.geopotential number by the normal gravity value computed on the
 LS0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0218.degrees latitude (g = 980.6199 gals.).
 LS0218
 LS0218.The modeled gravity was interpolated from observed gravity values.
 LS0218
 LS0218;                    North         East    Units  Estimated Accuracy
 LS0218;SPC NV W     - 4,595,130.      842,270.      MT  (+/- 180 meters Scaled)
 LS0218
 LS0218                          SUPERSEDED SURVEY CONTROL
 LS0218
 LS0218  NGVD 29 (??/??/92) 1239.140  (m)         4065.41   (f) ADJ UNCH    2 0
 LS0218
 LS0218.Superseded values are not recommended for survey control.
 LS0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0218.See file dsdata.txt to determine how the superseded data were derived.
 LS0218
 LS0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME073407(NAD 83)
 LS0218_MARKER: DB = BENCH MARK DISK
 LS0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0218_STAMPING: F 105 1958
 LS0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0218+STABILITY: SURFACE MOTION
 LS0218
 LS0218  HISTORY     - Date     Condition        Report By
 LS0218  HISTORY     - 1958     MONUMENTED       CGS
 LS0218
 LS0218                          STATION DESCRIPTION
 LS0218
 LS0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LS0218'28.65 MI SW FROM PARIS RANCH.
 LS0218'2.25 MILES SOUTH ALONG A DIRT ROAD FROM PARIS RANCH, THENCE 26.4 MILES
 LS0218'WEST AND SOUTHWEST ALONG A GRAVEL ROAD.  0.32 MILE WEST OF A 30-INCH
 LS0218'PIPE CULVERT UNDER THE ROAD, ON TOP OF A SLIGHT RISE, 42 FEET NORTH OF
 LS0218'THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A WITNESS POST, ABOUT
 LS0218'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LS0218'1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0433 ***********************************************************************
 LR0433  DESIGNATION -  F 106
 LR0433  PID         -  LR0433
 LR0433  STATE/COUNTY-  NV/LANDER
 LR0433  USGS QUAD   -  GALENA CANYON (1984)
 LR0433
 LR0433                         *CURRENT SURVEY CONTROL
 LR0433  ___________________________________________________________________
 LR0433* NAD 83(1994)-  40 30 33.47811(N)    117 04 27.39299(W)     ADJUSTED  
 LR0433* NAVD 88     -      1413.679  (meters)    4638.05   (feet)  ADJUSTED  
 LR0433  ___________________________________________________________________
 LR0433  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 LR0433  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 LR0433  DYNAMIC HT  -        1412.510 (meters)    4634.21  (feet)  COMP
 LR0433  MODELED GRAV-     979,749.1   (mgal)                       NAVD 88
 LR0433
 LR0433  HORZ ORDER  -  SECOND
 LR0433  VERT ORDER  -  FIRST     CLASS II
 LR0433
 LR0433.The horizontal coordinates were established by classical geodetic methods
 LR0433.and adjusted by the National Geodetic Survey in June 1998..
 LR0433
 LR0433.The orthometric height was determined by differential leveling
 LR0433.and adjusted by the National Geodetic Survey in June 1991..
 LR0433
 LR0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0433
 LR0433.The geoid height was determined by GEOID03.
 LR0433
 LR0433.The dynamic height is computed by dividing the NAVD 88
 LR0433.geopotential number by the normal gravity value computed on the
 LR0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0433.degrees latitude (g = 980.6199 gals.).
 LR0433
 LR0433.The modeled gravity was interpolated from observed gravity values.
 LR0433
 LR0433;                    North         East     Units Scale Factor Converg.
 LR0433;SPC NV C     - 6,639,238.970   465,456.063   MT  0.99991468   -0 15 53.2
 LR0433;SPC NV C     -21,782,236.52  1,527,083.77   sFT  0.99991468   -0 15 53.2
 LR0433;SPC NV W     - 4,640,253.300   927,891.314   MT  1.00010127   +0 58 49.3
 LR0433;SPC NV W     -15,223,897.70  3,044,256.75   sFT  1.00010127   +0 58 49.3
 LR0433;UTM  11      - 4,484,289.622   493,707.191   MT  0.99960049   -0 02 53.7
 LR0433
 LR0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0433!SPC NV C     -   0.99978154  x   0.99991468  =   0.99969624
 LR0433!SPC NV W     -   0.99978154  x   1.00010127  =   0.99988279
 LR0433!UTM  11      -   0.99978154  x   0.99960049  =   0.99938212
 LR0433
 LR0433|---------------------------------------------------------------------|
 LR0433| PID    Reference Object                     Distance      Geod. Az  |
 LR0433|                                                           dddmmss.s |
 LR0433| DB6268 F 106 RM 1                           10.349 METERS 00541     |
 LR0433| DB8472 T31N R43 44E SECS 25 30 31 36                      0071147.3 |
 LR0433| LR0915 AIRWAY BEACON 36 ESE BATTLE MT      APPROX.32.6 KM 0792032.2 |
 LR0433| DB6279 L 106                                              1664044.5 |
 LR0433| DB6269 F 106 RM 2                           10.151 METERS 24201     |
 LR0433|---------------------------------------------------------------------|
 LR0433
 LR0433                          SUPERSEDED SURVEY CONTROL
 LR0433
 LR0433  NAD 83(1986)-  40 30 33.48144(N)    117 04 27.38795(W) AD(       ) 2
 LR0433  NAD 27      -  40 30 33.79520(N)    117 04 24.01010(W) AD(       ) 2
 LR0433  NGVD 29 (??/??/92) 1412.598  (m)         4634.50   (f) ADJ UNCH    1 2
 LR0433
 LR0433.Superseded values are not recommended for survey control.
 LR0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0433.See file dsdata.txt to determine how the superseded data were derived.
 LR0433
 LR0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME9370784290(NAD 83)
 LR0433_MARKER: DB = BENCH MARK DISK
 LR0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0433_SP_SET: CONCRETE POST
 LR0433_STAMPING: F 106 1958
 LR0433_MARK LOGO: CGS   
 LR0433_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0433+STABILITY: SURFACE MOTION
 LR0433
 LR0433  HISTORY     - Date     Condition        Report By
 LR0433  HISTORY     - 1958     MONUMENTED       CGS
 LR0433  HISTORY     - 1958     GOOD             CGS
 LR0433  HISTORY     - 1985     GOOD             NGS
 LR0433
 LR0433                          STATION DESCRIPTION
 LR0433
 LR0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0433'THE STATION IS LOCATED AIRLINE ABOUT 11 MILES SOUTHWEST OF
 LR0433'BATTLE MOUNTAIN.  IT IS ON THE WEST SIDE OF STATE HIGHWAY 8 A
 LR0433'AT THE INTERSECTION OF STATE HIGHWAY 8 A AND THE ROAD LEADING
 LR0433'WEST TO COPPER CANYON, NATOMAS COMPANY MINES, AND BUFFALO
 LR0433'VALLEY.
 LR0433'
 LR0433'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BATTLE
 LR0433'MOUNTAIN GO NORTHWEST ON U.S. HIGHWAY 40 FOR 0.05 MILE TO THE
 LR0433'INTERSECTION OF STATE HIGHWAY 8 A.  TURN LEFT AND GO SOUTHWEST
 LR0433'ON STATE HIGHWAY 8 A FOR 10.9 MILES TO A U.S. GENERAL LAND
 LR0433'OFFICE SURVEY MARK ON THE RIGHT, THAT IS USED AS AN AZIMUTH
 LR0433'MARK, CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 0.9 MILE TO
 LR0433'THE STATION MARKED BY A WHITE WITNESS POST.  JUST BEFORE
 LR0433'REACHING PAVED SIDE ROAD ON THE RIGHT LEADING TO BUFFALO
 LR0433'VALLEY.
 LR0433'
 LR0433'THE STATION IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 LR0433'STAMPED F 106 1958 SET IN THE TOP OF A CONCRETE CYLINDER
 LR0433'THAT IS 12 INCHES IN DIAMETER AND PROJECTS ABOUT 6 INCHES
 LR0433'ABOVE THE GROUND.  IT IS 2 FEET EAST OF A WHITE WITNESS POST
 LR0433'AND 157.6 FEET NORTHWEST OF THE INTERSECTION POINT OF STATE
 LR0433'HIGHWAY 8 A AND BUFFALO VALLEY ROAD.
 LR0433'
 LR0433'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BM F 106
 LR0433'NO 1 1958 CEMENTED IN A DRILL HOLE IN A SMALL BOULDER THAT
 LR0433'IS FLUSH WITH THE GROUND AND IS 1 FOOT LOWER THAN STATION
 LR0433'ELEVATION.
 LR0433'
 LR0433'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BM F 106
 LR0433'NO 2 1958 CEMENTED IN A DRILL HOLE IN A SMALL BOULDER THAT
 LR0433'IS FLUSH WITH THE GROUND AND IS THE SAME ELEVATION AS THE
 LR0433'STATION.
 LR0433'
 LR0433'THE U.S. GENERAL LAND OFFICE SURVEY MARK (AZIMUTH MARK) IS
 LR0433'LOCATED 0.2 MILE NORTHWEST OF STATE HIGHWAY 8 A AND ROCKS
 LR0433'PILED AROUND THE MARK.  IT IS A BRONZE CAP FASTENED TO THE
 LR0433'TOP OF AN IRON PIPE 2 INCHES IN DIAMETER, STAMPED T 31 N R 43 E
 LR0433'R 44 E S 25 S 30 S 36 S 31 1914 AND PROJECTS ABOUT 15 INCHES
 LR0433'ABOVE THE GROUND.
 LR0433'
 LR0433'THE U.S. COAST AND GEODETIC SURVEY BENCH MARK (AZIMUTH MARK)
 LR0433'IS LOCATED ON THE LEFT SIDE OF STATE HIGHWAY 8 A 1.0 MILE
 LR0433'SOUTH OF THE STATION MARK, 52 FEET EAST OF THE CENTER LINE
 LR0433'OF STATE HIGHWAY 8 A AND 2 FEET WEST OF A WHITE WITNESS POST.
 LR0433'IT IS STAMPED L 106 1958 SET IN THE TOP OF A CONCRETE CYLINDER
 LR0433'THAT IS 12 INCHES IN DIAMETER AND PROJECTS ABOUT 6 INCHES ABOVE
 LR0433'THE GROUND.
 LR0433
 LR0433                          STATION RECOVERY (1958)
 LR0433
 LR0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0433'12.1 MI SW FROM BATTLE MOUNTAIN.
 LR0433'12.1 MILES SOUTHWEST ALONG STATE HIGHWAY 8-A FROM THE T JUNCTION OF
 LR0433'U.S. HIGHWAY 40 AT BATTLE MOUNTAIN, 164 FEET WEST OF THE CENTER OF THE
 LR0433'T JUNCTION OF AN ASPHALT ROAD LEADING SOUTHWEST TO BUFFALO VALLEY, 131
 LR0433'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 116 FEET SOUTHWEST OF
 LR0433'THE SOUTHWEST END OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY, 1 1/2
 LR0433'FEET EAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND
 LR0433'SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE
 LR0433'GROUND.
 LR0433
 LR0433                          STATION RECOVERY (1985)
 LR0433
 LR0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LR0433'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.42 KM
 LR0433'(11.45 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE AT
 LR0433'BATTLE MTN, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A PAVED ROAD
 LR0433'LEADING SOUTHWEST TO BUFFALO VALLEY, AT A TELEPHONE LINE CROSSING,
 LR0433'0.77 KM (0.48 MI) SOUTH OF MILEPOST 107, 39.9 METERS (131 FT) WEST OF
 LR0433'THE HIGHWAY CENTERLINE, 35.1 METERS (115 FT) NORTH OF THE CENTER OF
 LR0433'THE PAVED ROAD, 34.1 METERS (112 FT) WEST-NORTHWEST OF THE WEST END OF
 LR0433'A 24-INCH PIPE CULVERT AND 26.5 METERS (87 FT) NORTHWEST OF TELEPHONE
 LR0433'POLE 204 WITH ONE GUY WIRE ATTACHED.
 LR0433'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 LR0433'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0382 ***********************************************************************
 LR0382  DESIGNATION -  F 107
 LR0382  PID         -  LR0382
 LR0382  STATE/COUNTY-  NV/PERSHING
 LR0382  USGS QUAD   -  SMELSER PASS (1981)
 LR0382
 LR0382                         *CURRENT SURVEY CONTROL
 LR0382  ___________________________________________________________________
 LR0382* NAD 83(1986)-  40 39 10.     (N)    117 23 50.     (W)     SCALED    
 LR0382* NAVD 88     -      1645.529  (meters)    5398.71   (feet)  ADJUSTED  
 LR0382  ___________________________________________________________________
 LR0382  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 LR0382  DYNAMIC HT  -        1644.155 (meters)    5394.20  (feet)  COMP
 LR0382  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 LR0382
 LR0382  VERT ORDER  -  SECOND    CLASS 0
 LR0382
 LR0382.The horizontal coordinates were scaled from a topographic map and have
 LR0382.an estimated accuracy of +/- 6 seconds.
 LR0382
 LR0382.The orthometric height was determined by differential leveling
 LR0382.and adjusted by the National Geodetic Survey in June 1991..
 LR0382
 LR0382.The geoid height was determined by GEOID03.
 LR0382
 LR0382.The dynamic height is computed by dividing the NAVD 88
 LR0382.geopotential number by the normal gravity value computed on the
 LR0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0382.degrees latitude (g = 980.6199 gals.).
 LR0382
 LR0382.The modeled gravity was interpolated from observed gravity values.
 LR0382
 LR0382;                    North         East    Units  Estimated Accuracy
 LR0382;SPC NV W     - 4,655,770.      900,310.      MT  (+/- 180 meters Scaled)
 LR0382
 LR0382                          SUPERSEDED SURVEY CONTROL
 LR0382
 LR0382  NGVD 29 (??/??/92) 1644.415  (m)         5395.05   (f) ADJ UNCH    2 0
 LR0382
 LR0382.Superseded values are not recommended for survey control.
 LR0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0382.See file dsdata.txt to determine how the superseded data were derived.
 LR0382
 LR0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF664002(NAD 83)
 LR0382_MARKER: DB = BENCH MARK DISK
 LR0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0382_STAMPING: F 107 1958
 LR0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0382+STABILITY: SURFACE MOTION
 LR0382
 LR0382  HISTORY     - Date     Condition        Report By
 LR0382  HISTORY     - 1958     MONUMENTED       CGS
 LR0382
 LR0382                          STATION DESCRIPTION
 LR0382
 LR0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0382'1.0 MI SE FROM SMELSER PASS.
 LR0382'1.0 MILE SOUTHEAST ALONG A DIRT ROAD FROM SMELSER PASS, 63 FEET WEST
 LR0382'OF THE CENTER OF THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHWEST TO A
 LR0382'RESERVOIR, 29 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD, 24 FEET
 LR0382'SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 1.3 FEET NORTHEAST OF A
 LR0382'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LR0382'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0149 ***********************************************************************
 MT0149  DESIGNATION -  F 108
 MT0149  PID         -  MT0149
 MT0149  STATE/COUNTY-  NV/ELKO
 MT0149  USGS QUAD   -  NINEMILE MTN NE (1982)
 MT0149
 MT0149                         *CURRENT SURVEY CONTROL
 MT0149  ___________________________________________________________________
 MT0149* NAD 83(1986)-  41 29 51.     (N)    114 15 46.     (W)     SCALED    
 MT0149* NAVD 88     -      1557.674  (meters)    5110.47   (feet)  ADJUSTED  
 MT0149  ___________________________________________________________________
 MT0149  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 MT0149  DYNAMIC HT  -        1556.502 (meters)    5106.62  (feet)  COMP
 MT0149  MODELED GRAV-     979,816.5   (mgal)                       NAVD 88
 MT0149
 MT0149  VERT ORDER  -  SECOND    CLASS 0
 MT0149
 MT0149.The horizontal coordinates were scaled from a topographic map and have
 MT0149.an estimated accuracy of +/- 6 seconds.
 MT0149
 MT0149.The orthometric height was determined by differential leveling
 MT0149.and adjusted by the National Geodetic Survey in June 1991..
 MT0149
 MT0149.The geoid height was determined by GEOID03.
 MT0149
 MT0149.The dynamic height is computed by dividing the NAVD 88
 MT0149.geopotential number by the normal gravity value computed on the
 MT0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0149.degrees latitude (g = 980.6199 gals.).
 MT0149
 MT0149.The modeled gravity was interpolated from observed gravity values.
 MT0149
 MT0149;                    North         East    Units  Estimated Accuracy
 MT0149;SPC NV E     - 8,749,730.      310,260.      MT  (+/- 180 meters Scaled)
 MT0149
 MT0149                          SUPERSEDED SURVEY CONTROL
 MT0149
 MT0149  NGVD 29 (??/??/92) 1556.574  (m)         5106.86   (f) ADJ UNCH    2 0
 MT0149
 MT0149.Superseded values are not recommended for survey control.
 MT0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0149.See file dsdata.txt to determine how the superseded data were derived.
 MT0149
 MT0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF284976(NAD 83)
 MT0149_MARKER: DB = BENCH MARK DISK
 MT0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0149_STAMPING: F 108 1958
 MT0149
 MT0149  HISTORY     - Date     Condition        Report By
 MT0149  HISTORY     - UNK      MONUMENTED
 MT0149
 MT0149                          STATION DESCRIPTION
 MT0149
 MT0149'DESCRIBED UNK
 MT0149'19.0 MI NW FROM MONTELLO.
 MT0149'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0149'MONTELLO, THENCE 18.85 MILES NORTH AND NORTHWEST ALONG A GRAVEL ROAD,
 MT0149'0.2 MILE SOUTHWEST OF A CURVE TO THE EAST, 0.1 MILE NORTHEAST OF A
 MT0149'CURVE TO THE WEST, 52 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 MT0149'260 FEET SOUTHWEST OF THE Y JUNCTION OF THE MAIN ROAD DITCH AND A
 MT0149'BLADED DITCH WEST, 60 FEET SOUTHEAST OF THE CENTER OF THE MAIN ROAD
 MT0149'DITCH, 2.2 FEET SOUTHEAST OF A WITNESS POST, 1 FOOT HIGHER THAN THE
 MT0149'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 MT0149'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0770 ***********************************************************************
 KR0770  DESIGNATION -  F 11
 KR0770  PID         -  KR0770
 KR0770  STATE/COUNTY-  NV/LYON
 KR0770  USGS QUAD   -  WABUSKA (1993)
 KR0770
 KR0770                         *CURRENT SURVEY CONTROL
 KR0770  ___________________________________________________________________
 KR0770* NAD 83(1986)-  39 08 28.     (N)    119 10 54.     (W)     SCALED    
 KR0770* NAVD 88     -      1311.50   (+/-2cm)    4302.8    (feet)  VERTCON   
 KR0770  ___________________________________________________________________
 KR0770  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 KR0770
 KR0770  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0770
 KR0770.The horizontal coordinates were scaled from a topographic map and have
 KR0770.an estimated accuracy of +/- 6 seconds.
 KR0770
 KR0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0770.The vertical order pertains to the NGVD 29 superseded value.
 KR0770
 KR0770.The geoid height was determined by GEOID03.
 KR0770
 KR0770;                    North         East    Units  Estimated Accuracy
 KR0770;SPC NV W     - 4,487,430.      748,280.      MT  (+/- 180 meters Scaled)
 KR0770
 KR0770                          SUPERSEDED SURVEY CONTROL
 KR0770
 KR0770  NGVD 29 (??/??/92) 1310.50   (m)         4299.5    (f) COMPUTED    1 2
 KR0770
 KR0770.Superseded values are not recommended for survey control.
 KR0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0770.See file dsdata.txt to determine how the superseded data were derived.
 KR0770
 KR0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD114347(NAD 83)
 KR0770_MARKER: P = PIPE CAP
 KR0770_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0770_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0770_STAMPING: 4299.480
 KR0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0770
 KR0770  HISTORY     - Date     Condition        Report By
 KR0770  HISTORY     - UNK      MONUMENTED       USGS
 KR0770  HISTORY     - 1951     GOOD             NGS
 KR0770  HISTORY     - 1953     GOOD             NGS
 KR0770
 KR0770                          STATION DESCRIPTION
 KR0770
 KR0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0770'IN WABUSKA.
 KR0770'AT WABUSKA, ABOUT 0.1 MILES SOUTH OF THE SOUTHERN PACIFIC RAILROAD
 KR0770'STATION, 199 FEET EAST OF THE CENTER LINE OF U. S. HIGHWAY 95, 104
 KR0770'FEET SOUTH OF A SMALL HOUSE EAST OF THE HIGHWAY, 84 FEET WEST OF A
 KR0770'NORTH TO SOUTH DIRT ROAD, 2 FEET SOUTH OF A WITNESS POST, AND RIVETED
 KR0770'IN THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING ABOUT 1.4 FEET.
 KR0770
 KR0770                          STATION RECOVERY (1953)
 KR0770
 KR0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 KR0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0621 ***********************************************************************
 JP0621  DESIGNATION -  F 11
 JP0621  PID         -  JP0621
 JP0621  STATE/COUNTY-  NV/WHITE PINE
 JP0621  USGS QUAD   -  MINERVA (1986)
 JP0621
 JP0621                         *CURRENT SURVEY CONTROL
 JP0621  ___________________________________________________________________
 JP0621* NAD 83(1986)-  38 47 10.     (N)    114 24 28.     (W)     SCALED    
 JP0621* NAVD 88     -      1766.590  (meters)    5795.89   (feet)  ADJUSTED  
 JP0621  ___________________________________________________________________
 JP0621  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 JP0621  DYNAMIC HT  -        1764.706 (meters)    5789.71  (feet)  COMP
 JP0621  MODELED GRAV-     979,498.8   (mgal)                       NAVD 88
 JP0621
 JP0621  VERT ORDER  -  SECOND    CLASS 0
 JP0621
 JP0621.The horizontal coordinates were scaled from a topographic map and have
 JP0621.an estimated accuracy of +/- 6 seconds.
 JP0621
 JP0621.The orthometric height was determined by differential leveling
 JP0621.and adjusted by the National Geodetic Survey in August 1995..
 JP0621
 JP0621.The geoid height was determined by GEOID03.
 JP0621
 JP0621.The dynamic height is computed by dividing the NAVD 88
 JP0621.geopotential number by the normal gravity value computed on the
 JP0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0621.degrees latitude (g = 980.6199 gals.).
 JP0621
 JP0621.The modeled gravity was interpolated from observed gravity values.
 JP0621
 JP0621;                    North         East    Units  Estimated Accuracy
 JP0621;SPC NV E     - 8,448,510.      302,130.      MT  (+/- 180 meters Scaled)
 JP0621
 JP0621                          SUPERSEDED SURVEY CONTROL
 JP0621
 JP0621.No superseded survey control is available for this station.
 JP0621
 JP0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC251962(NAD 83)
 JP0621_MARKER: DD = SURVEY DISK
 JP0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0621_SP_SET: CONCRETE POST
 JP0621_STAMPING: F 11 1946 5792
 JP0621_MARK LOGO: USGS  
 JP0621_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0621
 JP0621  HISTORY     - Date     Condition        Report By
 JP0621  HISTORY     - 1946     MONUMENTED       USGS
 JP0621  HISTORY     - 19711027 GOOD             USGS
 JP0621
 JP0621                          STATION DESCRIPTION
 JP0621
 JP0621'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0621'FROM THE POST OFFICE AT ELY, PROCEED 47 MILES SOUTH ALONG U S HIGHWAY
 JP0621'93 TO A T-ROAD EAST TO ATLANTA, THENCE 9.1 MILES EAST, IN THE
 JP0621'NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 25, TOWNSHIP 11 NORTH,
 JP0621'RANGE 67 EAST, 70 FEET SOUTHWEST OF A SMALL DRAIN, 20 FEET NORTH OF
 JP0621'THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A WITNESS POST, SET IN A
 JP0621'SMALL CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0627 ***********************************************************************
 FS0627  DESIGNATION -  F 110
 FS0627  PID         -  FS0627
 FS0627  STATE/COUNTY-  NV/CLARK
 FS0627  USGS QUAD   -  JUNIPER MINE (1984)
 FS0627
 FS0627                         *CURRENT SURVEY CONTROL
 FS0627  ___________________________________________________________________
 FS0627* NAD 83(1986)-  35 14 14.     (N)    114 48 46.     (W)     SCALED    
 FS0627* NAVD 88     -       944.77   (+/-2cm)    3099.6    (feet)  VERTCON   
 FS0627  ___________________________________________________________________
 FS0627  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 FS0627
 FS0627  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0627
 FS0627.The horizontal coordinates were scaled from a topographic map and have
 FS0627.an estimated accuracy of +/- 6 seconds.
 FS0627
 FS0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0627.The vertical order pertains to the NGVD 29 superseded value.
 FS0627
 FS0627.The geoid height was determined by GEOID03.
 FS0627
 FS0627;                    North         East    Units  Estimated Accuracy
 FS0627;SPC NV E     - 8,054,320.      270,130.      MT  (+/- 180 meters Scaled)
 FS0627
 FS0627                          SUPERSEDED SURVEY CONTROL
 FS0627
 FS0627  NGVD 29 (??/??/92)  943.943  (m)         3096.92   (f) ADJ UNCH    2 0
 FS0627
 FS0627.Superseded values are not recommended for survey control.
 FS0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0627.See file dsdata.txt to determine how the superseded data were derived.
 FS0627
 FS0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV990015(NAD 83)
 FS0627_MARKER: DB = BENCH MARK DISK
 FS0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0627_STAMPING: F 110 1934
 FS0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0627+STABILITY: SURFACE MOTION
 FS0627
 FS0627  HISTORY     - Date     Condition        Report By
 FS0627  HISTORY     - 1934     MONUMENTED       CGS
 FS0627  HISTORY     - 1956     GOOD             USGS
 FS0627
 FS0627                          STATION DESCRIPTION
 FS0627
 FS0627'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FS0627'17.5 MI SE FROM SEARCHLIGHT.
 FS0627'17.5 MILES SOUTHEAST ALONG A GRADED DIRT ROAD (OLD U.S. HIGHWAY
 FS0627'95) FROM SEARCHLIGHT, CLARK COUNTY, 6.4 MILES NORTH OF THE
 FS0627'CALIFORNIA-NEVADA STATE LINE, 0.7 MILE SOUTH OF A SIGN
 FS0627'INDICATING THE ROAD LEADING EAST TO COTTONWOOD MINE, AND 45
 FS0627'FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY.  NOTE-- U.S.
 FS0627'HIGHWAY 95 HAS BEEN RE-ROUTED AND IS ABOUT 3 MILES WEST OF THE
 FS0627'OLD HIGHWAY AT THIS POINT.  THIS MARK IS ON THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0129 ***********************************************************************
 HP0129  DESIGNATION -  F 115
 HP0129  PID         -  HP0129
 HP0129  STATE/COUNTY-  NV/LINCOLN
 HP0129  USGS QUAD   -  FOSSIL PEAK (1980)
 HP0129
 HP0129                         *CURRENT SURVEY CONTROL
 HP0129  ___________________________________________________________________
 HP0129* NAD 83(1986)-  37 41 14.     (N)    115 11 07.     (W)     SCALED    
 HP0129* NAVD 88     -      1245.838  (meters)    4087.39   (feet)  ADJUSTED  
 HP0129  ___________________________________________________________________
 HP0129  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 HP0129  DYNAMIC HT  -        1244.524 (meters)    4083.08  (feet)  COMP
 HP0129  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 HP0129
 HP0129  VERT ORDER  -  SECOND    CLASS 0
 HP0129
 HP0129.The horizontal coordinates were scaled from a topographic map and have
 HP0129.an estimated accuracy of +/- 6 seconds.
 HP0129
 HP0129.The orthometric height was determined by differential leveling
 HP0129.and adjusted by the National Geodetic Survey in June 1991..
 HP0129
 HP0129.The geoid height was determined by GEOID03.
 HP0129
 HP0129.The dynamic height is computed by dividing the NAVD 88
 HP0129.geopotential number by the normal gravity value computed on the
 HP0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0129.degrees latitude (g = 980.6199 gals.).
 HP0129
 HP0129.The modeled gravity was interpolated from observed gravity values.
 HP0129
 HP0129;                    North         East    Units  Estimated Accuracy
 HP0129;SPC NV E     - 8,325,970.      235,110.      MT  (+/- 180 meters Scaled)
 HP0129
 HP0129                          SUPERSEDED SURVEY CONTROL
 HP0129
 HP0129  NGVD 29 (??/??/92) 1244.895  (m)         4084.29   (f) ADJ UNCH    2 0
 HP0129
 HP0129.Superseded values are not recommended for survey control.
 HP0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0129.See file dsdata.txt to determine how the superseded data were derived.
 HP0129
 HP0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB600726(NAD 83)
 HP0129_MARKER: DB = BENCH MARK DISK
 HP0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0129_STAMPING: F 115 1934
 HP0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0129+STABILITY: SURFACE MOTION
 HP0129
 HP0129  HISTORY     - Date     Condition        Report By
 HP0129  HISTORY     - 1934     MONUMENTED       CGS
 HP0129  HISTORY     - 1970     GOOD             USGS
 HP0129  HISTORY     - 1980     GOOD             USGS
 HP0129
 HP0129                          STATION DESCRIPTION
 HP0129
 HP0129'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HP0129'13.2 MI N FROM HIKO.
 HP0129'ABOUT 13.2 MILES NORTH ALONG NEVADA HIGHWAY 38 FROM THE JUNCTION OF US
 HP0129'HIGHWAY 93 AND NEVADA HIGHWAY 38.  ABOUT 40 FEET EAST OF THE
 HP0129'CENTERLINE OF THE ROAD.  A STANDARD DISK STAMPED F 115 1934 AND SET IN
 HP0129'THE TOP OF A CONCRETE POST.
 HP0129
 HP0129                          STATION RECOVERY (1980)
 HP0129
 HP0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HP0129'BM, JUNCTION US HWY. 93 AND STATE HWY 318, 12.3 MILES NORTH FROM,
 HP0129'ALONG STATE HWY 318, IN A SAGE-BRUSH FLAT, 630 FT EAST OF HWY, 28 FT
 HP0129'EAST OF OLD ROAD NOT IN USE, SET IN CONCRETE POST PROJ. 0.6 FT.
 HP0129'STANDARD DISK STAMPED "F 115 1934".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0224 ***********************************************************************
 HP0224  DESIGNATION -  F 117
 HP0224  PID         -  HP0224
 HP0224  STATE/COUNTY-  NV/LINCOLN
 HP0224  USGS QUAD   -  FALLOUT HILLS (1989)
 HP0224
 HP0224                         *CURRENT SURVEY CONTROL
 HP0224  ___________________________________________________________________
 HP0224* NAD 83(1986)-  37 05 03.     (N)    115 39 53.     (W)     SCALED    
 HP0224* NAVD 88     -      1609.193  (meters)    5279.49   (feet)  ADJUSTED  
 HP0224  ___________________________________________________________________
 HP0224  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 HP0224  DYNAMIC HT  -        1607.376 (meters)    5273.53  (feet)  COMP
 HP0224  MODELED GRAV-     979,444.0   (mgal)                       NAVD 88
 HP0224
 HP0224  VERT ORDER  -  SECOND    CLASS 0
 HP0224
 HP0224.The horizontal coordinates were scaled from a topographic map and have
 HP0224.an estimated accuracy of +/- 6 seconds.
 HP0224
 HP0224.The orthometric height was determined by differential leveling
 HP0224.and adjusted by the National Geodetic Survey in June 1991..
 HP0224
 HP0224.The geoid height was determined by GEOID03.
 HP0224
 HP0224.The dynamic height is computed by dividing the NAVD 88
 HP0224.geopotential number by the normal gravity value computed on the
 HP0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0224.degrees latitude (g = 980.6199 gals.).
 HP0224
 HP0224.The modeled gravity was interpolated from observed gravity values.
 HP0224
 HP0224;                    North         East    Units  Estimated Accuracy
 HP0224;SPC NV E     - 8,258,970.      192,760.      MT  (+/- 180 meters Scaled)
 HP0224
 HP0224                          SUPERSEDED SURVEY CONTROL
 HP0224
 HP0224  NGVD 29 (??/??/92) 1608.233  (m)         5276.34   (f) ADJ UNCH    2 0
 HP0224
 HP0224.Superseded values are not recommended for survey control.
 HP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0224.See file dsdata.txt to determine how the superseded data were derived.
 HP0224
 HP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB186050(NAD 83)
 HP0224_MARKER: DB = BENCH MARK DISK
 HP0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0224_STAMPING: F 117 1934
 HP0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0224+STABILITY: SURFACE MOTION
 HP0224
 HP0224  HISTORY     - Date     Condition        Report By
 HP0224  HISTORY     - 1934     MONUMENTED       CGS
 HP0224  HISTORY     - 1970     GOOD             NGS
 HP0224
 HP0224                          STATION DESCRIPTION
 HP0224
 HP0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0224'17.9 MI S FROM GROOM.
 HP0224'17.9 MILES SOUTH ALONG THE INDIAN SPRINGS ROAD FROM GROOM, LINCOLN
 HP0224'COUNTY, AND 45 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.  A
 HP0224'STANDARD DISK, STAMPED F 117 1934 AND SET IN THE TOP OF A CONCRETE
 HP0224'POST.
 HP0224
 HP0224                          STATION RECOVERY (1970)
 HP0224
 HP0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HP0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0067 ***********************************************************************
 JP0067  DESIGNATION -  F 118
 JP0067  PID         -  JP0067
 JP0067  STATE/COUNTY-  NV/WHITE PINE
 JP0067  USGS QUAD   -  LUND (1978)
 JP0067
 JP0067                         *CURRENT SURVEY CONTROL
 JP0067  ___________________________________________________________________
 JP0067* NAD 83(1986)-  38 52 12.     (N)    115 03 33.     (W)     SCALED    
 JP0067* NAVD 88     -      1691.838  (meters)    5550.64   (feet)  ADJUSTED  
 JP0067  ___________________________________________________________________
 JP0067  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 JP0067  DYNAMIC HT  -        1690.047 (meters)    5544.76  (feet)  COMP
 JP0067  MODELED GRAV-     979,509.7   (mgal)                       NAVD 88
 JP0067
 JP0067  VERT ORDER  -  SECOND    CLASS 0
 JP0067
 JP0067.The horizontal coordinates were scaled from a topographic map and have
 JP0067.an estimated accuracy of +/- 6 seconds.
 JP0067
 JP0067.The orthometric height was determined by differential leveling
 JP0067.and adjusted by the National Geodetic Survey in June 1991..
 JP0067
 JP0067.The geoid height was determined by GEOID03.
 JP0067
 JP0067.The dynamic height is computed by dividing the NAVD 88
 JP0067.geopotential number by the normal gravity value computed on the
 JP0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0067.degrees latitude (g = 980.6199 gals.).
 JP0067
 JP0067.The modeled gravity was interpolated from observed gravity values.
 JP0067
 JP0067;                    North         East    Units  Estimated Accuracy
 JP0067;SPC NV E     - 8,457,300.      245,490.      MT  (+/- 180 meters Scaled)
 JP0067
 JP0067                          SUPERSEDED SURVEY CONTROL
 JP0067
 JP0067  NGVD 29 (??/??/92) 1690.650  (m)         5546.74   (f) ADJ UNCH    2 0
 JP0067
 JP0067.Superseded values are not recommended for survey control.
 JP0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0067.See file dsdata.txt to determine how the superseded data were derived.
 JP0067
 JP0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD683041(NAD 83)
 JP0067_MARKER: DB = BENCH MARK DISK
 JP0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0067_STAMPING: F 118 1934
 JP0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0067+STABILITY: SURFACE MOTION
 JP0067
 JP0067  HISTORY     - Date     Condition        Report By
 JP0067  HISTORY     - 1934     MONUMENTED       CGS
 JP0067  HISTORY     - 1973     MARK NOT FOUND   USGS
 JP0067
 JP0067                          STATION DESCRIPTION
 JP0067
 JP0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0067'2.7 MI S FROM PRESTON.
 JP0067'ABOUT 2.7 MILES SOUTH ALONG THE ROAD LEADING TO SHARP FROM PRESTON,
 JP0067'WHITE PINE COUNTY, ABOUT 1/4 MILE NORTH OF THE JUNCTION OF THE ROAD
 JP0067'LEADING TO LUND, ABOUT 85 YARDS NORTH OF A CURVE, AND 40 FEET WEST OF
 JP0067'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED F 118 1934 AND
 JP0067'SET IN THE TOP OF A CONCRETE POST.
 JP0067
 JP0067                          STATION RECOVERY (1973)
 JP0067
 JP0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JP0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1127 ***********************************************************************
 KR1127  DESIGNATION -  F 119
 KR1127  PID         -  KR1127
 KR1127  STATE/COUNTY-  NV/DOUGLAS
 KR1127  USGS QUAD   -  GENOA (1994)
 KR1127
 KR1127                         *CURRENT SURVEY CONTROL
 KR1127  ___________________________________________________________________
 KR1127* NAD 83(1986)-  39 00 18.     (N)    119 46 46.     (W)     SCALED    
 KR1127* NAVD 88     -      1427.19   (+/-2cm)    4682.4    (feet)  VERTCON   
 KR1127  ___________________________________________________________________
 KR1127  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 KR1127
 KR1127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1127
 KR1127.The horizontal coordinates were scaled from a topographic map and have
 KR1127.an estimated accuracy of +/- 6 seconds.
 KR1127
 KR1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1127.The vertical order pertains to the NGVD 29 superseded value.
 KR1127
 KR1127.The geoid height was determined by GEOID03.
 KR1127
 KR1127;                    North         East    Units  Estimated Accuracy
 KR1127;SPC NV W     - 4,472,830.      696,400.      MT  (+/- 180 meters Scaled)
 KR1127
 KR1127                          SUPERSEDED SURVEY CONTROL
 KR1127
 KR1127  NGVD 29 (??/??/92) 1426.07   (m)         4678.7    (f) COMPUTED    2 0
 KR1127
 KR1127.Superseded values are not recommended for survey control.
 KR1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1127.See file dsdata.txt to determine how the superseded data were derived.
 KR1127
 KR1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD593210(NAD 83)
 KR1127_MARKER: DB = BENCH MARK DISK
 KR1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1127_STAMPING: F 119 1934
 KR1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1127+STABILITY: SURFACE MOTION
 KR1127
 KR1127  HISTORY     - Date     Condition        Report By
 KR1127  HISTORY     - 1934     MONUMENTED       CGS
 KR1127  HISTORY     - 1951     GOOD             NGS
 KR1127  HISTORY     - 1972     GOOD             NGS
 KR1127
 KR1127                          STATION DESCRIPTION
 KR1127
 KR1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1127'4.1 MI N FROM MINDEN.
 KR1127'NEW DESCRIPTION, ABOUT 4.1 MILES NORTH ALONG U. S. HIGHWAY 395 FROM
 KR1127'THE POST OFFICE AT MINDEN, AT THE JUNCTION OF A RANCH ROAD LEADING
 KR1127'EAST, 41 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 36.3
 KR1127'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15 1/2 FEET SOUTHWEST OF
 KR1127'TELEGRAPH POLE NO. 270, 1.2 FEET WEST OF A FENCE, 1.4 FEET NORTH OF A
 KR1127'WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 KR1127'OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
 KR1127
 KR1127                          STATION RECOVERY (1972)
 KR1127
 KR1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KR1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0619 ***********************************************************************
 JP0619  DESIGNATION -  F 12
 JP0619  PID         -  JP0619
 JP0619  STATE/COUNTY-  NV/WHITE PINE
 JP0619  USGS QUAD   -  MINERVA (1986)
 JP0619
 JP0619                         *CURRENT SURVEY CONTROL
 JP0619  ___________________________________________________________________
 JP0619* NAD 83(1994)-  38 46 32.10849(N)    114 26 30.38224(W)     ADJUSTED  
 JP0619* NAVD 88     -      1766.949  (meters)    5797.07   (feet)  ADJUSTED  
 JP0619  ___________________________________________________________________
 JP0619  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 JP0619  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 JP0619  DYNAMIC HT  -        1765.059 (meters)    5790.86  (feet)  COMP
 JP0619  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 JP0619
 JP0619  HORZ ORDER  -  THIRD
 JP0619  VERT ORDER  -  SECOND    CLASS 0
 JP0619
 JP0619.The horizontal coordinates were established by classical geodetic methods
 JP0619.and adjusted by the National Geodetic Survey in June 1998..
 JP0619
 JP0619.The orthometric height was determined by differential leveling
 JP0619.and adjusted by the National Geodetic Survey in August 1995..
 JP0619
 JP0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0619
 JP0619.The geoid height was determined by GEOID03.
 JP0619
 JP0619.The dynamic height is computed by dividing the NAVD 88
 JP0619.geopotential number by the normal gravity value computed on the
 JP0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0619.degrees latitude (g = 980.6199 gals.).
 JP0619
 JP0619.The modeled gravity was interpolated from observed gravity values.
 JP0619
 JP0619;                    North         East     Units Scale Factor Converg.
 JP0619;SPC NV E     - 8,447,306.898   299,192.408   MT  1.00002112   +0 42 53.9
 JP0619;SPC NV E     -27,714,206.05    981,600.43   sFT  1.00002112   +0 42 53.9
 JP0619;UTM  11      - 4,294,981.873   722,235.510   MT  1.00020822   +1 36 10.1
 JP0619
 JP0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0619!SPC NV E     -   0.99972617  x   1.00002112  =   0.99974729
 JP0619!UTM  11      -   0.99972617  x   1.00020822  =   0.99993434
 JP0619
 JP0619                          SUPERSEDED SURVEY CONTROL
 JP0619
 JP0619  NAD 83(1994)-  38 46 32.10836(N)    114 26 30.38223(W) AD(       ) 3
 JP0619  NAD 83(1986)-  38 46 32.10145(N)    114 26 30.38814(W) AD(       ) 3
 JP0619  NGVD 29 (05/20/94) 1765.73   (m)         5793.1    (f) LEVELING    3  
 JP0619
 JP0619.Superseded values are not recommended for survey control.
 JP0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0619.See file dsdata.txt to determine how the superseded data were derived.
 JP0619
 JP0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC2223694982(NAD 83)
 JP0619_MARKER: DD = SURVEY DISK
 JP0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0619_SP_SET: CONCRETE POST
 JP0619_STAMPING: F 12 1946 5793
 JP0619_MARK LOGO: USGS  
 JP0619_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0619+STABILITY: SURFACE MOTION
 JP0619
 JP0619  HISTORY     - Date     Condition        Report By
 JP0619  HISTORY     - 1946     MONUMENTED       USGS
 JP0619  HISTORY     - 1946     GOOD             USGS
 JP0619  HISTORY     - 19711027 GOOD             USGS
 JP0619
 JP0619                          STATION DESCRIPTION
 JP0619
 JP0619'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 JP0619'A LEVEL BENCH MARK DESCRIBED BY USGS LEVELMAN, AS FOLLOWS.
 JP0619'
 JP0619'CONSOLIDATED SCHOOL NO. 2, ABOUT 3.5 MI. S., THENCE 4.1 MI. SW. FROM,
 JP0619'ABOUT 7.1 MI. E. OF U.S. HIGHWAY 93, NEAR CENTER NW. 1/4, SEC. 34,
 JP0619'T11N/R67E, IN SMALL TRIANGLE FORMED BY RD. FORKS, 25 FT. S. OF THE
 JP0619'RD., 2 FT. N. OF A WITNESS.
 JP0619'
 JP0619'STATION MARK  A STANDARD TABLET--STAMPED 12 F 1946 5793 --SET IN
 JP0619'A CONCRETE POST 0.2 FT. BELOW LEVEL OF GROUND.
 JP0619
 JP0619                          STATION RECOVERY (1946)
 JP0619
 JP0619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 JP0619'RECOVERED IN GOOD CONDITION.
 JP0619
 JP0619                          STATION RECOVERY (1971)
 JP0619
 JP0619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0619'FROM THE POST OFFICE AT ELY, PROCEED 47 MILES SOUTH ALONG U S HIGHWAY
 JP0619'93 TO A T-ROAD EAST TO ATLANTA, THENCE 7.1 MILES EAST TO A Y-ROAD
 JP0619'JUNCTION, IN THE TRIANGLE FORMED BY THE ROAD JUNCTION, 25 FEET SOUTH
 JP0619'OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF A WITNESS POST, SET IN
 JP0619'A SMALL CONCRETE POST 0.2 FOOT LOWER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0433 ***********************************************************************
 JR0433  DESIGNATION -  F 120
 JR0433  PID         -  JR0433
 JR0433  STATE/COUNTY-  NV/LYON
 JR0433  USGS QUAD   -  DESERT CREEK RANCH (1988)
 JR0433
 JR0433                         *CURRENT SURVEY CONTROL
 JR0433  ___________________________________________________________________
 JR0433* NAD 83(1986)-  38 42 59.     (N)    119 19 11.     (W)     SCALED    
 JR0433* NAVD 88     -      1540.86   (+/-2cm)    5055.3    (feet)  VERTCON   
 JR0433  ___________________________________________________________________
 JR0433  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 JR0433
 JR0433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0433
 JR0433.The horizontal coordinates were scaled from a topographic map and have
 JR0433.an estimated accuracy of +/- 6 seconds.
 JR0433
 JR0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0433.The vertical order pertains to the NGVD 29 superseded value.
 JR0433
 JR0433.The geoid height was determined by GEOID03.
 JR0433
 JR0433;                    North         East    Units  Estimated Accuracy
 JR0433;SPC NV W     - 4,440,380.      735,960.      MT  (+/- 180 meters Scaled)
 JR0433
 JR0433                          SUPERSEDED SURVEY CONTROL
 JR0433
 JR0433  NGVD 29 (??/??/92) 1539.689  (m)         5051.46   (f) ADJ UNCH    2 0
 JR0433
 JR0433.Superseded values are not recommended for survey control.
 JR0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0433.See file dsdata.txt to determine how the superseded data were derived.
 JR0433
 JR0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC983878(NAD 83)
 JR0433_MARKER: DB = BENCH MARK DISK
 JR0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0433_STAMPING: F 120 1934
 JR0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0433+STABILITY: SURFACE MOTION
 JR0433
 JR0433  HISTORY     - Date     Condition        Report By
 JR0433  HISTORY     - 1934     MONUMENTED       CGS
 JR0433  HISTORY     - 1940     GOOD             NGS
 JR0433  HISTORY     - 1956     MARK NOT FOUND   NGS
 JR0433
 JR0433                          STATION DESCRIPTION
 JR0433
 JR0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0433'3.8 MI S FROM WELLINGTON.
 JR0433'3.8 MILES SOUTH ALONG STATE HIGHWAY 22 FROM WELLINGTON, LYON
 JR0433'COUNTY, 0.4 MILE SOUTH OF A RANCH HOUSE, 40 FEET EAST OF THE
 JR0433'CENTERLINE OF THE HIGHWAY, AND NEAR A WHITE WOODEN WITNESS POST.
 JR0433'A STANDARD DISK STAMPED F 120 1934 AND SET IN THE TOP OF A
 JR0433'CONCRETE POST.
 JR0433
 JR0433                          STATION RECOVERY (1956)
 JR0433
 JR0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 JR0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0260 ***********************************************************************
 JP0260  DESIGNATION -  F 121
 JP0260  PID         -  JP0260
 JP0260  STATE/COUNTY-  NV/NYE
 JP0260  USGS QUAD   -  DUCKWATER (1990)
 JP0260
 JP0260                         *CURRENT SURVEY CONTROL
 JP0260  ___________________________________________________________________
 JP0260* NAD 83(1986)-  38 59 15.     (N)    115 42 36.     (W)     SCALED    
 JP0260* NAVD 88     -      1711.112  (meters)    5613.87   (feet)  ADJUSTED  
 JP0260  ___________________________________________________________________
 JP0260  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 JP0260  DYNAMIC HT  -        1709.335 (meters)    5608.04  (feet)  COMP
 JP0260  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 JP0260
 JP0260  VERT ORDER  -  SECOND    CLASS 0
 JP0260
 JP0260.The horizontal coordinates were scaled from a topographic map and have
 JP0260.an estimated accuracy of +/- 6 seconds.
 JP0260
 JP0260.The orthometric height was determined by differential leveling
 JP0260.and adjusted by the National Geodetic Survey in June 1991..
 JP0260
 JP0260.The geoid height was determined by GEOID03.
 JP0260
 JP0260.The dynamic height is computed by dividing the NAVD 88
 JP0260.geopotential number by the normal gravity value computed on the
 JP0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0260.degrees latitude (g = 980.6199 gals.).
 JP0260
 JP0260.The modeled gravity was interpolated from observed gravity values.
 JP0260
 JP0260;                    North         East    Units  Estimated Accuracy
 JP0260;SPC NV C     - 6,470,650.      582,880.      MT  (+/- 180 meters Scaled)
 JP0260
 JP0260                          SUPERSEDED SURVEY CONTROL
 JP0260
 JP0260  NGVD 29 (??/??/92) 1709.91   (m)         5609.9    (f) COMPUTED    2 0
 JP0260
 JP0260.Superseded values are not recommended for survey control.
 JP0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0260.See file dsdata.txt to determine how the superseded data were derived.
 JP0260
 JP0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD117161(NAD 83)
 JP0260_MARKER: DB = BENCH MARK DISK
 JP0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0260_STAMPING: F 121 1934
 JP0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0260+STABILITY: SURFACE MOTION
 JP0260
 JP0260  HISTORY     - Date     Condition        Report By
 JP0260  HISTORY     - 1934     MONUMENTED       CGS
 JP0260  HISTORY     - 20010604 MARK NOT FOUND   NVGS
 JP0260
 JP0260                          STATION DESCRIPTION
 JP0260
 JP0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0260'7.5 MI N FROM DUCKWATER.
 JP0260'7.5 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JP0260'DUCKWATER, NYE COUNTY, AND 55 FEET EAST OF THE CENTERLINE OF THE
 JP0260'HIGHWAY.  A STANDARD DISK, STAMPED F 121 1934 AND SET IN THE TOP OF A
 JP0260'CONCRETE POST.
 JP0260
 JP0260                          STATION RECOVERY (2001)
 JP0260
 JP0260'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (PEY)
 JP0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0275 ***********************************************************************
 KQ0275  DESIGNATION -  F 126
 KQ0275  PID         -  KQ0275
 KQ0275  STATE/COUNTY-  NV/LANDER
 KQ0275  USGS QUAD   -  KINGSTON (1988)
 KQ0275
 KQ0275                         *CURRENT SURVEY CONTROL
 KQ0275  ___________________________________________________________________
 KQ0275* NAD 83(1986)-  39 14 40.     (N)    117 02 19.     (W)     SCALED    
 KQ0275* NAVD 88     -      1751.522  (meters)    5746.45   (feet)  ADJUSTED  
 KQ0275  ___________________________________________________________________
 KQ0275  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 KQ0275  DYNAMIC HT  -        1749.714 (meters)    5740.52  (feet)  COMP
 KQ0275  MODELED GRAV-     979,533.2   (mgal)                       NAVD 88
 KQ0275
 KQ0275  VERT ORDER  -  SECOND    CLASS 0
 KQ0275
 KQ0275.The horizontal coordinates were scaled from a topographic map and have
 KQ0275.an estimated accuracy of +/- 6 seconds.
 KQ0275
 KQ0275.The orthometric height was determined by differential leveling
 KQ0275.and adjusted by the National Geodetic Survey in June 1991..
 KQ0275
 KQ0275.The geoid height was determined by GEOID03.
 KQ0275
 KQ0275.The dynamic height is computed by dividing the NAVD 88
 KQ0275.geopotential number by the normal gravity value computed on the
 KQ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0275.degrees latitude (g = 980.6199 gals.).
 KQ0275
 KQ0275.The modeled gravity was interpolated from observed gravity values.
 KQ0275
 KQ0275;                    North         East    Units  Estimated Accuracy
 KQ0275;SPC NV C     - 6,498,800.      467,890.      MT  (+/- 180 meters Scaled)
 KQ0275
 KQ0275                          SUPERSEDED SURVEY CONTROL
 KQ0275
 KQ0275  NGVD 29 (??/??/92) 1750.284  (m)         5742.39   (f) ADJ UNCH    2 0
 KQ0275
 KQ0275.Superseded values are not recommended for survey control.
 KQ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0275.See file dsdata.txt to determine how the superseded data were derived.
 KQ0275
 KQ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD966439(NAD 83)
 KQ0275_MARKER: DB = BENCH MARK DISK
 KQ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0275+STABILITY: SURFACE MOTION
 KQ0275
 KQ0275  HISTORY     - Date     Condition        Report By
 KQ0275  HISTORY     - UNK      MONUMENTED       CGS
 KQ0275  HISTORY     - 1934     GOOD             NGS
 KQ0275  HISTORY     - 1955     GOOD             USGS
 KQ0275  HISTORY     - 1984     MARK NOT FOUND   USGS
 KQ0275
 KQ0275                          STATION DESCRIPTION
 KQ0275
 KQ0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KQ0275'23.3 MI S FROM AUSTIN.
 KQ0275'23.3 MILES S. EAST OF AUSTIN, BY ROAD.  AT THE CORNER OF THE YARD OF
 KQ0275'THE SCHEMIDTLEIN RANCH.  RANCH OWNED BY GEORGE W. SCHEMIDTLEIN.  52.0
 KQ0275'FT N. EAST OF THE NORTH EAST CORNER OF RANCH HOUSE.  23.0 FT EAST OF
 KQ0275'THE CENTER LINE OF HWY. 8A.  8.6 MILES SOUTH OF THE BIRCH CREEK RANCH.
 KQ0275
 KQ0275                          STATION RECOVERY (1955)
 KQ0275
 KQ0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KQ0275'RECOVERED IN GOOD CONDITION.
 KQ0275
 KQ0275                          STATION RECOVERY (1984)
 KQ0275
 KQ0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KQ0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0111 ***********************************************************************
 JQ0111  DESIGNATION -  F 127
 JQ0111  PID         -  JQ0111
 JQ0111  STATE/COUNTY-  NV/NYE
 JQ0111  USGS QUAD   -  SEYLER PEAK (1971)
 JQ0111
 JQ0111                         *CURRENT SURVEY CONTROL
 JQ0111  ___________________________________________________________________
 JQ0111* NAD 83(1986)-  38 32 02.     (N)    117 08 47.     (W)     SCALED    
 JQ0111* NAVD 88     -      1908.371  (meters)    6261.05   (feet)  ADJUSTED  
 JQ0111  ___________________________________________________________________
 JQ0111  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 JQ0111  DYNAMIC HT  -        1906.276 (meters)    6254.17  (feet)  COMP
 JQ0111  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 JQ0111
 JQ0111  VERT ORDER  -  SECOND    CLASS 0
 JQ0111
 JQ0111.The horizontal coordinates were scaled from a topographic map and have
 JQ0111.an estimated accuracy of +/- 6 seconds.
 JQ0111
 JQ0111.The orthometric height was determined by differential leveling
 JQ0111.and adjusted by the National Geodetic Survey in June 1991..
 JQ0111
 JQ0111.The geoid height was determined by GEOID03.
 JQ0111
 JQ0111.The dynamic height is computed by dividing the NAVD 88
 JQ0111.geopotential number by the normal gravity value computed on the
 JQ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0111.degrees latitude (g = 980.6199 gals.).
 JQ0111
 JQ0111.The modeled gravity was interpolated from observed gravity values.
 JQ0111
 JQ0111;                    North         East    Units  Estimated Accuracy
 JQ0111;SPC NV C     - 6,419,970.      458,180.      MT  (+/- 180 meters Scaled)
 JQ0111
 JQ0111                          SUPERSEDED SURVEY CONTROL
 JQ0111
 JQ0111  NGVD 29 (??/??/92) 1907.115  (m)         6256.93   (f) ADJ UNCH    2 0
 JQ0111
 JQ0111.Superseded values are not recommended for survey control.
 JQ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0111.See file dsdata.txt to determine how the superseded data were derived.
 JQ0111
 JQ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC872650(NAD 83)
 JQ0111_MARKER: DB = BENCH MARK DISK
 JQ0111_SETTING: 0 = UNSPECIFIED SETTING
 JQ0111_STAMPING: F 127 1934
 JQ0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0111
 JQ0111  HISTORY     - Date     Condition        Report By
 JQ0111  HISTORY     - 1934     MONUMENTED       CGS
 JQ0111  HISTORY     - 1937     GOOD             NGS
 JQ0111
 JQ0111                          STATION DESCRIPTION
 JQ0111
 JQ0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 JQ0111'4.2 MI W FROM MANHATTAN.
 JQ0111'ALONG THE ROAD WEST FROM MANHATTAN, ABOUT 1/2 MILE EAST OF WHERE ROAD
 JQ0111'RISES SHARPLY OUT OF WASH INTO VALLEY, 25 FEET NNW OF THE LAST ROCK
 JQ0111'LEDGE ON SOUTH SIDE OF ROAD, 17 FEET SOUTH OF THE CENTER OF THE ROAD.
 JQ0111'A 3 FOOT CAIRN BUILT 2 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0232 ***********************************************************************
 JQ0232  DESIGNATION -  F 128
 JQ0232  PID         -  JQ0232
 JQ0232  STATE/COUNTY-  NV/NYE
 JQ0232  USGS QUAD   -  MT BUTTE (1987)
 JQ0232
 JQ0232                         *CURRENT SURVEY CONTROL
 JQ0232  ___________________________________________________________________
 JQ0232* NAD 83(1986)-  38 04 50.     (N)    117 15 41.     (W)     SCALED    
 JQ0232* NAVD 88     -      1742.738  (meters)    5717.63   (feet)  ADJUSTED  
 JQ0232  ___________________________________________________________________
 JQ0232  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 JQ0232  DYNAMIC HT  -        1740.812 (meters)    5711.31  (feet)  COMP
 JQ0232  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 JQ0232
 JQ0232  VERT ORDER  -  SECOND    CLASS 0
 JQ0232
 JQ0232.The horizontal coordinates were scaled from a topographic map and have
 JQ0232.an estimated accuracy of +/- 6 seconds.
 JQ0232
 JQ0232.The orthometric height was determined by differential leveling
 JQ0232.and adjusted by the National Geodetic Survey in June 1991..
 JQ0232
 JQ0232.The geoid height was determined by GEOID03.
 JQ0232
 JQ0232.The dynamic height is computed by dividing the NAVD 88
 JQ0232.geopotential number by the normal gravity value computed on the
 JQ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0232.degrees latitude (g = 980.6199 gals.).
 JQ0232
 JQ0232.The modeled gravity was interpolated from observed gravity values.
 JQ0232
 JQ0232;                    North         East    Units  Estimated Accuracy
 JQ0232;SPC NV C     - 6,369,710.      447,830.      MT  (+/- 180 meters Scaled)
 JQ0232
 JQ0232                          SUPERSEDED SURVEY CONTROL
 JQ0232
 JQ0232  NGVD 29 (??/??/92) 1741.544  (m)         5713.72   (f) ADJ UNCH    2 0
 JQ0232
 JQ0232.Superseded values are not recommended for survey control.
 JQ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0232.See file dsdata.txt to determine how the superseded data were derived.
 JQ0232
 JQ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC770147(NAD 83)
 JQ0232_MARKER: DB = BENCH MARK DISK
 JQ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0232_STAMPING: F-128 1934
 JQ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0232+STABILITY: SURFACE MOTION
 JQ0232
 JQ0232  HISTORY     - Date     Condition        Report By
 JQ0232  HISTORY     - 1934     MONUMENTED       CGS
 JQ0232  HISTORY     - 1938     GOOD             NGS
 JQ0232  HISTORY     - 1959     MARK NOT FOUND   USGS
 JQ0232
 JQ0232                          STATION DESCRIPTION
 JQ0232
 JQ0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JQ0232'2.0 MI W FROM TONOPAH.
 JQ0232'ALONG U. S. HIGHWAY NO. 6, 2.0 MILES WEST OF TONOPAH, AT A RAILROAD
 JQ0232'CROSSING, 40 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 33 FEET WEST
 JQ0232'OF THE CENTER OF THE RAILROAD TRACK.  A STANDARD DISK SET HORIZONTAL
 JQ0232'IN A CONCRETE POST.
 JQ0232
 JQ0232                          STATION RECOVERY (1959)
 JQ0232
 JQ0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JQ0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0420 ***********************************************************************
 JQ0420  DESIGNATION -  F 129
 JQ0420  PID         -  JQ0420
 JQ0420  STATE/COUNTY-  NV/NYE
 JQ0420  USGS QUAD   -  LITTLE FISH LAKE (1968)
 JQ0420
 JQ0420                         *CURRENT SURVEY CONTROL
 JQ0420  ___________________________________________________________________
 JQ0420* NAD 83(1986)-  38 32 06.     (N)    116 25 45.     (W)     SCALED    
 JQ0420* NAVD 88     -      1825.762  (meters)    5990.02   (feet)  ADJUSTED  
 JQ0420  ___________________________________________________________________
 JQ0420  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 JQ0420  DYNAMIC HT  -        1823.762 (meters)    5983.46  (feet)  COMP
 JQ0420  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 JQ0420
 JQ0420  VERT ORDER  -  SECOND    CLASS 0
 JQ0420
 JQ0420.The horizontal coordinates were scaled from a topographic map and have
 JQ0420.an estimated accuracy of +/- 6 seconds.
 JQ0420
 JQ0420.The orthometric height was determined by differential leveling
 JQ0420.and adjusted by the National Geodetic Survey in June 1991..
 JQ0420
 JQ0420.The geoid height was determined by GEOID03.
 JQ0420
 JQ0420.The dynamic height is computed by dividing the NAVD 88
 JQ0420.geopotential number by the normal gravity value computed on the
 JQ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0420.degrees latitude (g = 980.6199 gals.).
 JQ0420
 JQ0420.The modeled gravity was interpolated from observed gravity values.
 JQ0420
 JQ0420;                    North         East    Units  Estimated Accuracy
 JQ0420;SPC NV C     - 6,420,010.      520,710.      MT  (+/- 180 meters Scaled)
 JQ0420
 JQ0420                          SUPERSEDED SURVEY CONTROL
 JQ0420
 JQ0420  NGVD 29 (??/??/92) 1824.577  (m)         5986.13   (f) ADJ UNCH    2 0
 JQ0420
 JQ0420.Superseded values are not recommended for survey control.
 JQ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0420.See file dsdata.txt to determine how the superseded data were derived.
 JQ0420
 JQ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC497653(NAD 83)
 JQ0420_MARKER: DB = BENCH MARK DISK
 JQ0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0420_STAMPING: M 295 1940
 JQ0420
 JQ0420  HISTORY     - Date     Condition        Report By
 JQ0420  HISTORY     - UNK      MONUMENTED
 JQ0420  HISTORY     - 1955     GOOD             NGS
 JQ0420
 JQ0420                          STATION DESCRIPTION
 JQ0420
 JQ0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JQ0420'6.5 MI SW FROM GABBS.
 JQ0420'0.4 MILE SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS, THENCE
 JQ0420'4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 23, THENCE 1.9 MILES NORTHWEST
 JQ0420'ALONG A NARROW DIRT ROAD, 0.2 MILE NORTHWEST OF A SHALLOW DRY WASH, 20
 JQ0420'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTHWEST OF A
 JQ0420'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 JQ0420'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0258 ***********************************************************************
 JR0258  DESIGNATION -  F 13
 JR0258  PID         -  JR0258
 JR0258  STATE/COUNTY-  NV/MINERAL
 JR0258  USGS QUAD   -  BELLEVILLE (1982)
 JR0258
 JR0258                         *CURRENT SURVEY CONTROL
 JR0258  ___________________________________________________________________
 JR0258* NAD 83(1986)-  38 13 06.     (N)    118 11 00.     (W)     SCALED    
 JR0258* NAVD 88     -      1578.529  (meters)    5178.89   (feet)  ADJUSTED  
 JR0258  ___________________________________________________________________
 JR0258  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 JR0258  DYNAMIC HT  -        1576.847 (meters)    5173.37  (feet)  COMP
 JR0258  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 JR0258
 JR0258  VERT ORDER  -  FIRST     CLASS II
 JR0258
 JR0258.The horizontal coordinates were scaled from a topographic map and have
 JR0258.an estimated accuracy of +/- 6 seconds.
 JR0258
 JR0258.The orthometric height was determined by differential leveling
 JR0258.and adjusted by the National Geodetic Survey in June 1991..
 JR0258
 JR0258.The geoid height was determined by GEOID03.
 JR0258
 JR0258.The dynamic height is computed by dividing the NAVD 88
 JR0258.geopotential number by the normal gravity value computed on the
 JR0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0258.degrees latitude (g = 980.6199 gals.).
 JR0258
 JR0258.The modeled gravity was interpolated from observed gravity values.
 JR0258
 JR0258;                    North         East    Units  Estimated Accuracy
 JR0258;SPC NV W     - 4,384,910.      835,030.      MT  (+/- 180 meters Scaled)
 JR0258
 JR0258                          SUPERSEDED SURVEY CONTROL
 JR0258
 JR0258  NGVD 29 (??/??/92) 1577.343  (m)         5175.00   (f) ADJ UNCH    1 2
 JR0258
 JR0258.Superseded values are not recommended for survey control.
 JR0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0258.See file dsdata.txt to determine how the superseded data were derived.
 JR0258
 JR0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC964307(NAD 83)
 JR0258_MARKER: Q = CHISELED SQUARE
 JR0258_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JR0258+WITH SETTING: PAVEMENT
 JR0258_SP_SET: TOWER LEG FOUNDATION
 JR0258_STAMPING: NA
 JR0258_MARK LOGO: NONE  
 JR0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0258+STABILITY: SURFACE MOTION
 JR0258
 JR0258  HISTORY     - Date     Condition        Report By
 JR0258  HISTORY     - UNK      MONUMENTED       CGS
 JR0258  HISTORY     - 1965     GOOD             NGS
 JR0258  HISTORY     - 1986     POOR             NGS
 JR0258
 JR0258                          STATION DESCRIPTION
 JR0258
 JR0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 JR0258'15.6 MI S FROM MINA.
 JR0258'9.4 MILES SOUTH A LONG A U.S. HWY 95 FROM THE SOUTHERN PACIFIC
 JR0258'COMPANY RAILROAD STATION AT MINA, THENCE 6.2 MILES SOUTHWEST
 JR0258'ALONG STATE 10 TO THE RUINS OF THE TOWN OF BELLEVILLE.  THE
 JR0258'MARK IS ABOUT 1/4 MILE SOUTH OF THE RUINS AND ABOUT 100 YDS
 JR0258'EAST OF THE HIGHWAY.  THE CHISELED SQUARE IS IN THE TOP OF THE
 JR0258'NORTHEAST CORNER OF THE NORTHEAST FOUNDATION OF SEVEN OF THE
 JR0258'ABANDONED WATER TANK.
 JR0258
 JR0258                          STATION RECOVERY (1986)
 JR0258
 JR0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0258'RECOVERED IN POOR CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 JR0258'NEW DESCRIPTION FOLLOWS.  13.2 KM (8.2 MI) SOUTH ALONG US HIGHWAY 95
 JR0258'FROM THE FIRE STATION IN MINA, THENCE 10.0 KM (6.2 MI) SOUTHWEST
 JR0258'ALONG STATE HIGHWAY 360, A CHISELED SQUARE IN TOP AND AT THE
 JR0258'NORTHEAST CORNER OF THE NORTHEAST 1 OF 7 WATER TOWER LEG FOUNDATIONS,
 JR0258'68.6 METERS (225 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 68.0
 JR0258'METERS (223 FT) SOUTH-SOUTHEAST OF MILEPOST 17, 44.2 METERS (145 FT)
 JR0258'SOUTHWEST OF BENCHMARK E 13 USGS, 27.4 METERS (90.0 FT) NORTHWEST OF
 JR0258'THE CENTER OF A TRACK ROAD.  NOTE--THE FOUNDATION HAS BEEN DISTURBED.
 JR0258'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0616 ***********************************************************************
 JP0616  DESIGNATION -  F 13
 JP0616  PID         -  JP0616
 JP0616  STATE/COUNTY-  NV/WHITE PINE
 JP0616  USGS QUAD   -  MINERVA (1986)
 JP0616
 JP0616                         *CURRENT SURVEY CONTROL
 JP0616  ___________________________________________________________________
 JP0616* NAD 83(1994)-  38 46 06.35173(N)    114 28 40.41941(W)     ADJUSTED  
 JP0616* NAVD 88     -      1764.297  (meters)    5788.36   (feet)  ADJUSTED  
 JP0616  ___________________________________________________________________
 JP0616  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 JP0616  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 JP0616  DYNAMIC HT  -        1762.406 (meters)    5782.16  (feet)  COMP
 JP0616  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 JP0616
 JP0616  HORZ ORDER  -  THIRD
 JP0616  VERT ORDER  -  SECOND    CLASS 0
 JP0616
 JP0616.The horizontal coordinates were established by classical geodetic methods
 JP0616.and adjusted by the National Geodetic Survey in June 1998..
 JP0616
 JP0616.The orthometric height was determined by differential leveling
 JP0616.and adjusted by the National Geodetic Survey in August 1995..
 JP0616
 JP0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0616
 JP0616.The geoid height was determined by GEOID03.
 JP0616
 JP0616.The dynamic height is computed by dividing the NAVD 88
 JP0616.geopotential number by the normal gravity value computed on the
 JP0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0616.degrees latitude (g = 980.6199 gals.).
 JP0616
 JP0616.The modeled gravity was interpolated from observed gravity values.
 JP0616
 JP0616;                    North         East     Units Scale Factor Converg.
 JP0616;SPC NV E     - 8,446,474.149   296,063.256   MT  1.00001360   +0 41 32.1
 JP0616;SPC NV E     -27,711,473.94    971,334.20   sFT  1.00001360   +0 41 32.1
 JP0616;UTM  11      - 4,294,100.582   719,119.068   MT  1.00019128   +1 34 47.7
 JP0616
 JP0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0616!SPC NV E     -   0.99972660  x   1.00001360  =   0.99974020
 JP0616!UTM  11      -   0.99972660  x   1.00019128  =   0.99991783
 JP0616
 JP0616                          SUPERSEDED SURVEY CONTROL
 JP0616
 JP0616  NAD 83(1994)-  38 46 06.35159(N)    114 28 40.41941(W) AD(       ) 3
 JP0616  NAD 83(1986)-  38 46 06.34494(N)    114 28 40.42738(W) AD(       ) 3
 JP0616  NGVD 29 (05/20/94) 1763.08   (m)         5784.4    (f) LEVELING    3  
 JP0616
 JP0616.Superseded values are not recommended for survey control.
 JP0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0616.See file dsdata.txt to determine how the superseded data were derived.
 JP0616
 JP0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC1911994101(NAD 83)
 JP0616_MARKER: DD = SURVEY DISK
 JP0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0616_SP_SET: CONCRETE POST
 JP0616_STAMPING: F 13 1946 5784
 JP0616_MARK LOGO: USGS  
 JP0616_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0616+STABILITY: SURFACE MOTION
 JP0616
 JP0616  HISTORY     - Date     Condition        Report By
 JP0616  HISTORY     - 1946     MONUMENTED       USGS
 JP0616  HISTORY     - 1946     GOOD             USGS
 JP0616  HISTORY     - 19731027 GOOD             USGS
 JP0616
 JP0616                          STATION DESCRIPTION
 JP0616
 JP0616'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 JP0616'A LEVEL BENCH MARK DESCRIBED BY USGS LEVELMAN, AS FOLLOWS.
 JP0616'
 JP0616'CONSOLIDATED SCHOOL NO. 2, 3.5 MI. S., THENCE 6.1 MI. SW. FROM,
 JP0616'ABOUT 5.23 MI. NE. OF HIGHWAY 93, IN SE. 1/4 OF SW. 1/4 OF SEC.
 JP0616'32/T11N/R67E, AT BEND IN RDS., 87 FT. NW. OF THE RD., 19 FT. NW. OF
 JP0616'DIM RD., 2 FT. SE. OF A WITNESS.
 JP0616'
 JP0616'STATION MARK  A STANDARD TABLET--STAMPED 13 F 1946 5784--SET IN
 JP0616'A SMALL CONCRETE POST.
 JP0616
 JP0616                          STATION RECOVERY (1946)
 JP0616
 JP0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 JP0616'RECOVERED IN GOOD CONDITION.
 JP0616
 JP0616                          STATION RECOVERY (1973)
 JP0616
 JP0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JP0616'FROM THE POST OFFICE AT ELY, PROCEED 47 MILES SOUTH ALONG U S HIGHWAY
 JP0616'93 TO A T-ROAD EAST TO ATLANTA, THENCE 5.1 MILES EAST, IN THE
 JP0616'SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 32, TOWNSHIP 11 NORTH,
 JP0616'RANGE 67 EAST, AT A BEND IN THE ROAD, 20 FEET NORTH OF THE CENTERLINE
 JP0616'OF THE ROAD, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0386 ***********************************************************************
 JQ0386  DESIGNATION -  F 131
 JQ0386  PID         -  JQ0386
 JQ0386  STATE/COUNTY-  NV/NYE
 JQ0386  USGS QUAD   -  DOWNEYVILLE (1988)
 JQ0386
 JQ0386                         *CURRENT SURVEY CONTROL
 JQ0386  ___________________________________________________________________
 JQ0386* NAD 83(1986)-  38 57 28.     (N)    117 57 46.     (W)     SCALED    
 JQ0386* NAVD 88     -      1458.86   (+/-2cm)    4786.3    (feet)  VERTCON   
 JQ0386  ___________________________________________________________________
 JQ0386  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 JQ0386
 JQ0386  VERT ORDER  -  FIRST     CLASS II (See Below)
 JQ0386
 JQ0386.The horizontal coordinates were scaled from a topographic map and have
 JQ0386.an estimated accuracy of +/- 6 seconds.
 JQ0386
 JQ0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0386.The vertical order pertains to the NGVD 29 superseded value.
 JQ0386
 JQ0386.The geoid height was determined by GEOID03.
 JQ0386
 JQ0386;                    North         East    Units  Estimated Accuracy
 JQ0386;SPC NV C     - 6,467,710.      387,670.      MT  (+/- 180 meters Scaled)
 JQ0386
 JQ0386                          SUPERSEDED SURVEY CONTROL
 JQ0386
 JQ0386  NGVD 29 (??/??/92) 1457.798  (m)         4782.79   (f) ADJ UNCH    1 2
 JQ0386
 JQ0386.Superseded values are not recommended for survey control.
 JQ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0386.See file dsdata.txt to determine how the superseded data were derived.
 JQ0386
 JQ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD165125(NAD 83)
 JQ0386_MARKER: DB = BENCH MARK DISK
 JQ0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0386_STAMPING: F 131 1934
 JQ0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0386+STABILITY: SURFACE MOTION
 JQ0386
 JQ0386  HISTORY     - Date     Condition        Report By
 JQ0386  HISTORY     - 1934     MONUMENTED       CGS
 JQ0386  HISTORY     - 1955     GOOD             NGS
 JQ0386  HISTORY     - 1968     GOOD             NGS
 JQ0386  HISTORY     - 1984     GOOD             NGS
 JQ0386
 JQ0386                          STATION DESCRIPTION
 JQ0386
 JQ0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JQ0386'7.1 MI N FROM GABBS.
 JQ0386'0.3 MILE NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JQ0386'THENCE 6.3 MILES NORTH ALONG STATE HIGHWAY 23, THENCE 0.3 MILE
 JQ0386'NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTHWEST ALONG A
 JQ0386'GRADED ROAD, 28 FEET WEST OF THE CENTER OF THE Y JUNCTION OF A TRACK
 JQ0386'ROAD LEADING EAST, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE GRADED
 JQ0386'ROAD, 1.3 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 JQ0386'THE GRADED ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 JQ0386'FOOT ABOVE THE GROUND.
 JQ0386
 JQ0386                          STATION RECOVERY (1968)
 JQ0386
 JQ0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JQ0386'RECOVERED IN GOOD CONDITION.
 JQ0386
 JQ0386                          STATION RECOVERY (1984)
 JQ0386
 JQ0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0032 ***********************************************************************
 JR0032  DESIGNATION -  F 132
 JR0032  PID         -  JR0032
 JR0032  STATE/COUNTY-  NV/MINERAL
 JR0032  USGS QUAD   -  AURORA (1989)
 JR0032
 JR0032                         *CURRENT SURVEY CONTROL
 JR0032  ___________________________________________________________________
 JR0032* NAD 83(1986)-  38 20 00.     (N)    118 54 51.     (W)     SCALED    
 JR0032* NAVD 88     -      1894.23   (+/-2cm)    6214.7    (feet)  VERTCON   
 JR0032  ___________________________________________________________________
 JR0032  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 JR0032
 JR0032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0032
 JR0032.The horizontal coordinates were scaled from a topographic map and have
 JR0032.an estimated accuracy of +/- 6 seconds.
 JR0032
 JR0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0032.The vertical order pertains to the NGVD 29 superseded value.
 JR0032
 JR0032.The geoid height was determined by GEOID03.
 JR0032
 JR0032;                    North         East    Units  Estimated Accuracy
 JR0032;SPC NV W     - 4,397,650.      771,080.      MT  (+/- 180 meters Scaled)
 JR0032
 JR0032                          SUPERSEDED SURVEY CONTROL
 JR0032
 JR0032  NGVD 29 (??/??/92) 1892.873  (m)         6210.20   (f) ADJ UNCH    2 0
 JR0032
 JR0032.Superseded values are not recommended for survey control.
 JR0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0032.See file dsdata.txt to determine how the superseded data were derived.
 JR0032
 JR0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC326445(NAD 83)
 JR0032_MARKER: DB = BENCH MARK DISK
 JR0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0032_STAMPING: F 132 1934
 JR0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0032+STABILITY: SURFACE MOTION
 JR0032
 JR0032  HISTORY     - Date     Condition        Report By
 JR0032  HISTORY     - 1934     MONUMENTED       CGS
 JR0032  HISTORY     - 1940     GOOD             NGS
 JR0032  HISTORY     - 1955     MARK NOT FOUND   NGS
 JR0032
 JR0032                          STATION DESCRIPTION
 JR0032
 JR0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0032'23.9 MI SW FROM HAWTHORNE.
 JR0032'23.9 MILES SOUTHWEST ALONG THE ROAD LEADING TO BRIDGEPORT,
 JR0032'CALIFORNIA, FROM HAWTHORNE, MINERAL COUNTY, ABOUT 2 MILES
 JR0032'SOUTHWEST OF FLETCHERS STATION, 0.1 MILE EAST OF THE JUNCTION
 JR0032'OF A ROAD LEADING TO AURORA, 36 FEET SOUTHEAST OF THE CENTERLINE
 JR0032'OF THE BRIDGEPORT ROAD, AND NEAR A WHITE WOODEN WITNESS POST.
 JR0032'A STANDARD DISK, STAMPED F 132 1934 AND SET IN THE TOP OF A
 JR0032'CONCRETE POST.  NOTE-- THERE HAS BEEN A LOT OF GRADING IN THIS
 JR0032'LOCALITY.
 JR0032
 JR0032                          STATION RECOVERY (1955)
 JR0032
 JR0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 JR0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR0243 ***********************************************************************
 HR0243  DESIGNATION -  F 133
 HR0243  PID         -  HR0243
 HR0243  STATE/COUNTY-  NV/MINERAL
 HR0243  USGS QUAD   -  MT MONTGOMERY (1994)
 HR0243
 HR0243                         *CURRENT SURVEY CONTROL
 HR0243  ___________________________________________________________________
 HR0243* NAD 83(1986)-  37 58 37.     (N)    118 19 25.     (W)     SCALED    
 HR0243* NAVD 88     -      2180.881  (meters)    7155.11   (feet)  ADJUSTED  
 HR0243  ___________________________________________________________________
 HR0243  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 HR0243  DYNAMIC HT  -        2178.269 (meters)    7146.54  (feet)  COMP
 HR0243  MODELED GRAV-     979,352.9   (mgal)                       NAVD 88
 HR0243
 HR0243  VERT ORDER  -  FIRST     CLASS II
 HR0243
 HR0243.The horizontal coordinates were scaled from a topographic map and have
 HR0243.an estimated accuracy of +/- 6 seconds.
 HR0243
 HR0243.The orthometric height was determined by differential leveling
 HR0243.and adjusted by the National Geodetic Survey in June 1991..
 HR0243
 HR0243.The geoid height was determined by GEOID03.
 HR0243
 HR0243.The dynamic height is computed by dividing the NAVD 88
 HR0243.geopotential number by the normal gravity value computed on the
 HR0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0243.degrees latitude (g = 980.6199 gals.).
 HR0243
 HR0243.The modeled gravity was interpolated from observed gravity values.
 HR0243
 HR0243;                    North         East    Units  Estimated Accuracy
 HR0243;SPC NV W     - 4,358,080.      822,820.      MT  (+/- 180 meters Scaled)
 HR0243
 HR0243                          SUPERSEDED SURVEY CONTROL
 HR0243
 HR0243  NGVD 29 (??/??/92) 2179.483  (m)         7150.52   (f) ADJ UNCH    1 2
 HR0243
 HR0243.Superseded values are not recommended for survey control.
 HR0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0243.See file dsdata.txt to determine how the superseded data were derived.
 HR0243
 HR0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC837040(NAD 83)
 HR0243_MARKER: DB = BENCH MARK DISK
 HR0243_SETTING: 80 = SET IN A BOULDER
 HR0243_SP_SET: BOULDER
 HR0243_STAMPING: F 133 1955
 HR0243_MARK LOGO: CGS   
 HR0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0243+STABILITY: SURFACE MOTION
 HR0243
 HR0243  HISTORY     - Date     Condition        Report By
 HR0243  HISTORY     - 1955     MONUMENTED       CGS
 HR0243  HISTORY     - 1986     GOOD             NGS
 HR0243
 HR0243                          STATION DESCRIPTION
 HR0243
 HR0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HR0243'0.2 MI SW FROM MT MONTGOMERY.
 HR0243'0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE BAR AND CAFE AT
 HR0243'MT. MONTGOMERY, 0.1 MILE NORTHEAST OF THE SUMMIT OF MONTGOMERY
 HR0243'PASS, IN THE TOP OF A HUGE WHITE OUTCROP, 147 FEET NORTHEAST OF
 HR0243'THE NORTHEAST END OF A CUT BANK, 52.9 FEET NORTHWEST OF THE CENTER
 HR0243'LINE OF THE HIGHWAY, AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.
 HR0243
 HR0243                          STATION RECOVERY (1986)
 HR0243
 HR0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0243'RECOVERED IN GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE EXCEPT
 HR0243'THAT THE HIGHWAY REFERRED TO THEREIN IS NOW THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0629 ***********************************************************************
 HQ0629  DESIGNATION -  F 134
 HQ0629  PID         -  HQ0629
 HQ0629  STATE/COUNTY-  NV/ESMERALDA
 HQ0629  USGS QUAD   -  KLONDIKE (1982)
 HQ0629
 HQ0629                         *CURRENT SURVEY CONTROL
 HQ0629  ___________________________________________________________________
 HQ0629* NAD 83(1986)-  37 55 22.     (N)    117 17 23.     (W)     SCALED    
 HQ0629* NAVD 88     -      1497.943  (meters)    4914.50   (feet)  ADJUSTED  
 HQ0629  ___________________________________________________________________
 HQ0629  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 HQ0629  DYNAMIC HT  -        1496.315 (meters)    4909.16  (feet)  COMP
 HQ0629  MODELED GRAV-     979,490.9   (mgal)                       NAVD 88
 HQ0629
 HQ0629  VERT ORDER  -  FIRST     CLASS II
 HQ0629
 HQ0629.The horizontal coordinates were scaled from a topographic map and have
 HQ0629.an estimated accuracy of +/- 6 seconds.
 HQ0629
 HQ0629.The orthometric height was determined by differential leveling
 HQ0629.and adjusted by the National Geodetic Survey in June 1991..
 HQ0629
 HQ0629.The geoid height was determined by GEOID03.
 HQ0629
 HQ0629.The dynamic height is computed by dividing the NAVD 88
 HQ0629.geopotential number by the normal gravity value computed on the
 HQ0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0629.degrees latitude (g = 980.6199 gals.).
 HQ0629
 HQ0629.The modeled gravity was interpolated from observed gravity values.
 HQ0629
 HQ0629;                    North         East    Units  Estimated Accuracy
 HQ0629;SPC NV W     - 4,352,820.      913,730.      MT  (+/- 180 meters Scaled)
 HQ0629
 HQ0629                          SUPERSEDED SURVEY CONTROL
 HQ0629
 HQ0629  NGVD 29 (??/??/92) 1496.840  (m)         4910.88   (f) ADJ UNCH    1 2
 HQ0629
 HQ0629.Superseded values are not recommended for survey control.
 HQ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0629.See file dsdata.txt to determine how the superseded data were derived.
 HQ0629
 HQ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB745972(NAD 83)
 HQ0629_MARKER: DB = BENCH MARK DISK
 HQ0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0629_STAMPING: F 134 1955
 HQ0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0629+STABILITY: SURFACE MOTION
 HQ0629
 HQ0629  HISTORY     - Date     Condition        Report By
 HQ0629  HISTORY     - 1955     MONUMENTED       CGS
 HQ0629
 HQ0629                          STATION DESCRIPTION
 HQ0629
 HQ0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0629'16.1 MI N FROM GOLDFIELD.
 HQ0629'9.9 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0629'IN GOLDFIELD, THENCE 0.3 MILE WEST ALONG A TRACK ROAD, THENCE
 HQ0629'5.9 MILES NORTHWEST ALONG AN ABANDONED TONOPAH AND GOLDFIELD
 HQ0629'RAILROAD BED, 16.8 MILES SOUTH OF TONOPAH, 0.65 MILE SOUTHEAST
 HQ0629'OF THE CROSSING OF A POWER AND TELEPHONE LINE, 62 FEET SOUTHWEST
 HQ0629'OF AND ACROSS THE RAILROAD BED FROM THE CENTER LINE OF A TRACK
 HQ0629'ROAD, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE RAILROAD BED,
 HQ0629'2.3 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 HQ0629'RAILROAD BED, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HQ0629'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0359 ***********************************************************************
 HQ0359  DESIGNATION -  F 135
 HQ0359  PID         -  HQ0359
 HQ0359  STATE/COUNTY-  NV/NYE
 HQ0359  USGS QUAD   -  RALSTON (1988)
 HQ0359
 HQ0359                         *CURRENT SURVEY CONTROL
 HQ0359  ___________________________________________________________________
 HQ0359* NAD 83(1986)-  37 33 23.     (N)    117 09 09.     (W)     SCALED    
 HQ0359* NAVD 88     -      1448.716  (meters)    4753.00   (feet)  ADJUSTED  
 HQ0359  ___________________________________________________________________
 HQ0359  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 HQ0359  DYNAMIC HT  -        1447.113 (meters)    4747.74  (feet)  COMP
 HQ0359  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 HQ0359
 HQ0359  VERT ORDER  -  FIRST     CLASS II
 HQ0359
 HQ0359.The horizontal coordinates were scaled from a topographic map and have
 HQ0359.an estimated accuracy of +/- 6 seconds.
 HQ0359
 HQ0359.The orthometric height was determined by differential leveling
 HQ0359.and adjusted by the National Geodetic Survey in June 1991..
 HQ0359
 HQ0359.The geoid height was determined by GEOID03.
 HQ0359
 HQ0359.The dynamic height is computed by dividing the NAVD 88
 HQ0359.geopotential number by the normal gravity value computed on the
 HQ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0359.degrees latitude (g = 980.6199 gals.).
 HQ0359
 HQ0359.The modeled gravity was interpolated from observed gravity values.
 HQ0359
 HQ0359;                    North         East    Units  Estimated Accuracy
 HQ0359;SPC NV C     - 6,311,480.      457,080.      MT  (+/- 180 meters Scaled)
 HQ0359
 HQ0359                          SUPERSEDED SURVEY CONTROL
 HQ0359
 HQ0359  NGVD 29 (??/??/92) 1447.626  (m)         4749.42   (f) ADJ UNCH    1 2
 HQ0359
 HQ0359.Superseded values are not recommended for survey control.
 HQ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0359.See file dsdata.txt to determine how the superseded data were derived.
 HQ0359
 HQ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB865566(NAD 83)
 HQ0359_MARKER: DB = BENCH MARK DISK
 HQ0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0359_SP_SET: CONCRETE FOUNDATION
 HQ0359_STAMPING: F 135 1955
 HQ0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0359
 HQ0359  HISTORY     - Date     Condition        Report By
 HQ0359  HISTORY     - 1955     MONUMENTED       CGS
 HQ0359
 HQ0359                          STATION DESCRIPTION
 HQ0359
 HQ0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0359'15.2 MI S FROM GOLDFIELD.
 HQ0359'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE AT
 HQ0359'GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD, THENCE
 HQ0359'9.6 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS AND
 HQ0359'TONOPAH RAILROAD, AT THE ABANDONED RALSTON STATION, AT A WATER
 HQ0359'WELL, IN THE TOP OF THE NORTHEAST CORNER OF THE SOUTHEAST
 HQ0359'CONCRETE FOUNDATION FOR THE OLD WINGWALL, 22 FEET WEST OF THE
 HQ0359'CENTER LINE OF THE RAILROAD BED, 20.1 FEET SOUTH OF B.M. Q 15,
 HQ0359'9.5 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A NEW WINDMILL, 1.3
 HQ0359'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0116 ***********************************************************************
 GR0116  DESIGNATION -  F 136
 GR0116  PID         -  GR0116
 GR0116  STATE/COUNTY-  NV/CLARK
 GR0116  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0116
 GR0116                         *CURRENT SURVEY CONTROL
 GR0116  ___________________________________________________________________
 GR0116* NAD 83(1986)-  36 46 50.     (N)    114 08 25.     (W)     SCALED    
 GR0116* NAVD 88     -       477.499  (meters)    1566.59   (feet)  POSTED    
 GR0116  ___________________________________________________________________
 GR0116  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 GR0116  DYNAMIC HT  -         477.030 (meters)    1565.06  (feet)  COMP
 GR0116  MODELED GRAV-     979,640.1   (mgal)                       NAVD 88
 GR0116
 GR0116  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0116
 GR0116.The horizontal coordinates were scaled from a topographic map and have
 GR0116.an estimated accuracy of +/- 6 seconds.
 GR0116
 GR0116.The orthometric height was determined by differential leveling
 GR0116.and adjusted by the National Geodetic Survey in 1992..
 GR0116.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0116.rate of 0.0 thru 1.0 mm/km.
 GR0116
 GR0116.The geoid height was determined by GEOID03.
 GR0116
 GR0116.The dynamic height is computed by dividing the NAVD 88
 GR0116.geopotential number by the normal gravity value computed on the
 GR0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0116.degrees latitude (g = 980.6199 gals.).
 GR0116
 GR0116.The modeled gravity was interpolated from observed gravity values.
 GR0116
 GR0116;                    North         East    Units  Estimated Accuracy
 GR0116;SPC NV E     - 8,226,250.      328,810.      MT  (+/- 180 meters Scaled)
 GR0116
 GR0116                          SUPERSEDED SURVEY CONTROL
 GR0116
 GR0116  NGVD 29 (??/??/92)  476.810  (m)         1564.33   (f) ADJ UNCH    2 0
 GR0116
 GR0116.Superseded values are not recommended for survey control.
 GR0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0116.See file dsdata.txt to determine how the superseded data were derived.
 GR0116
 GR0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA552743(NAD 83)
 GR0116_MARKER: DD = SURVEY DISK
 GR0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0116_SP_SET: CONCRETE BLOCK
 GR0116_STAMPING: SEE TEXT
 GR0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0116
 GR0116  HISTORY     - Date     Condition        Report By
 GR0116  HISTORY     - 1957     MONUMENTED       NVDH
 GR0116  HISTORY     - 1957     GOOD             NGS
 GR0116  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0116
 GR0116                          STATION DESCRIPTION
 GR0116
 GR0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0116'3.75 MI W FROM MESQUITE.
 GR0116'3.75 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0116'MESQUITE, 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.4 FOOT
 GR0116'SOUTH OF A ROUND BLACK AND WHITE IRON POST PROJECTING ABOUT 18 INCHES.
 GR0116'A STANDARD DISK SET IN A ROUND CONCRETE BLOCK FLUSH WITH THE GROUND.
 GR0116'STAMPED DIST 50 FT STA F 403 + 16.73 POT ANGLE 90 O F 136 1957 ELEV
 GR0116'1564.89.
 GR0116
 GR0116                          STATION RECOVERY (1982)
 GR0116
 GR0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0149 ***********************************************************************
 GR0149  DESIGNATION -  F 137
 GR0149  PID         -  GR0149
 GR0149  STATE/COUNTY-  NV/CLARK
 GR0149  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0149
 GR0149                         *CURRENT SURVEY CONTROL
 GR0149  ___________________________________________________________________
 GR0149* NAD 83(1986)-  36 45 59.     (N)    114 12 40.     (W)     SCALED    
 GR0149* NAVD 88     -       516.618  (meters)    1694.94   (feet)  POSTED    
 GR0149  ___________________________________________________________________
 GR0149  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GR0149  DYNAMIC HT  -         516.110 (meters)    1693.27  (feet)  COMP
 GR0149  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 GR0149
 GR0149  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0149
 GR0149.The horizontal coordinates were scaled from a topographic map and have
 GR0149.an estimated accuracy of +/- 6 seconds.
 GR0149
 GR0149.The orthometric height was determined by differential leveling
 GR0149.and adjusted by the National Geodetic Survey in 1992..
 GR0149.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0149.rate of 0.0 thru 1.0 mm/km.
 GR0149
 GR0149.The geoid height was determined by GEOID03.
 GR0149
 GR0149.The dynamic height is computed by dividing the NAVD 88
 GR0149.geopotential number by the normal gravity value computed on the
 GR0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0149.degrees latitude (g = 980.6199 gals.).
 GR0149
 GR0149.The modeled gravity was interpolated from observed gravity values.
 GR0149
 GR0149;                    North         East    Units  Estimated Accuracy
 GR0149;SPC NV E     - 8,224,580.      322,510.      MT  (+/- 180 meters Scaled)
 GR0149
 GR0149                          SUPERSEDED SURVEY CONTROL
 GR0149
 GR0149  NGVD 29 (??/??/92)  515.925  (m)         1692.66   (f) ADJ UNCH    2 0
 GR0149
 GR0149.Superseded values are not recommended for survey control.
 GR0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0149.See file dsdata.txt to determine how the superseded data were derived.
 GR0149
 GR0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA489725(NAD 83)
 GR0149_MARKER: DD = SURVEY DISK
 GR0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0149_STAMPING: SEE TEXT
 GR0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0149+STABILITY: SURFACE MOTION
 GR0149
 GR0149  HISTORY     - Date     Condition        Report By
 GR0149  HISTORY     - 1957     MONUMENTED       NVDH
 GR0149  HISTORY     - 1957     GOOD             NGS
 GR0149  HISTORY     - 1979     GOOD             USGS
 GR0149
 GR0149                          STATION DESCRIPTION
 GR0149
 GR0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0149'8.9 MI W FROM MESQUITE.
 GR0149'8.9 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0149'50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.4 FEET NORTH OF A
 GR0149'ROUND BLACK AND WHITE IRON REFERENCE POST, SET IN A CONCRETE POST
 GR0149'FLUSH WITH THE GROUND.  STAMPED DIST 50 FT STA F 168 + 73.44 POT ANGLE
 GR0149'90 O F 137 1957 ELEV 1692.80.
 GR0149
 GR0149                          STATION RECOVERY (1979)
 GR0149
 GR0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0149'FROM THE WEST RIVERSIDE INTERCHANGE ON INTERSTATE HIGHWAY 15, THENCE
 GR0149'1.5 MILES EAST ON INTERSTATE HIGHWAY 15 TO MARK, 50 FEET SOUTH OF THE
 GR0149'CENTER LINE OF THE SOUTH TWO LANES OF THE HIGHWAY, 0.15 MILE WEST OF
 GR0149'A DEEP DRAIN. A N.H.D. BRONZE DISK IN A CONCRETE POST FLUSH WITH THE
 GR0149'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0174 ***********************************************************************
 GR0174  DESIGNATION -  F 138
 GR0174  PID         -  GR0174
 GR0174  STATE/COUNTY-  NV/CLARK
 GR0174  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0174
 GR0174                         *CURRENT SURVEY CONTROL
 GR0174  ___________________________________________________________________
 GR0174* NAD 83(1986)-  36 46 32.     (N)    114 16 42.     (W)     SCALED    
 GR0174* NAVD 88     -       646.398  (meters)    2120.72   (feet)  POSTED    
 GR0174  ___________________________________________________________________
 GR0174  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 GR0174  DYNAMIC HT  -         645.760 (meters)    2118.63  (feet)  COMP
 GR0174  MODELED GRAV-     979,626.1   (mgal)                       NAVD 88
 GR0174
 GR0174  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0174
 GR0174.The horizontal coordinates were scaled from a topographic map and have
 GR0174.an estimated accuracy of +/- 6 seconds.
 GR0174
 GR0174.The orthometric height was determined by differential leveling
 GR0174.and adjusted by the National Geodetic Survey in 1992..
 GR0174.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0174.rate of 0.0 thru 1.0 mm/km.
 GR0174
 GR0174.The geoid height was determined by GEOID03.
 GR0174
 GR0174.The dynamic height is computed by dividing the NAVD 88
 GR0174.geopotential number by the normal gravity value computed on the
 GR0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0174.degrees latitude (g = 980.6199 gals.).
 GR0174
 GR0174.The modeled gravity was interpolated from observed gravity values.
 GR0174
 GR0174;                    North         East    Units  Estimated Accuracy
 GR0174;SPC NV E     - 8,225,520.      316,490.      MT  (+/- 180 meters Scaled)
 GR0174
 GR0174                          SUPERSEDED SURVEY CONTROL
 GR0174
 GR0174  NGVD 29 (??/??/92)  645.703  (m)         2118.44   (f) ADJ UNCH    2 0
 GR0174
 GR0174.Superseded values are not recommended for survey control.
 GR0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0174.See file dsdata.txt to determine how the superseded data were derived.
 GR0174
 GR0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA428734(NAD 83)
 GR0174_MARKER: DD = SURVEY DISK
 GR0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0174_STAMPING: SEE TEXT
 GR0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0174+STABILITY: SURFACE MOTION
 GR0174
 GR0174  HISTORY     - Date     Condition        Report By
 GR0174  HISTORY     - 1957     MONUMENTED       NVDH
 GR0174  HISTORY     - 1957     GOOD             NGS
 GR0174  HISTORY     - 1969     MARK NOT FOUND   USGS
 GR0174  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0174
 GR0174                          STATION DESCRIPTION
 GR0174
 GR0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0174'12.6 MI SW FROM MESQUITE.
 GR0174'12.6 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0174'OFFICE IN MESQUITE, AND 15.55 MILES EASTERLY FROM THE JUNCTION WITH
 GR0174'STATE ROUTE 12, 0.05 MILES WEST OF A T ROAD SOUTH TO MORMON MESA
 GR0174'V.O.R. 149.79 FEET NORTH OF THE SOUTH ROAD RIGHT-OF-WAY MARKER POST,
 GR0174'50.29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A CONCRETE
 GR0174'POST FLUSH WITH THE GROUND SURFACE.  STAMPED DIST 50.29 STA X 719 +
 GR0174'89.31 POT ANGLE 90 O BM F 138 1957.
 GR0174
 GR0174                          STATION RECOVERY (1969)
 GR0174
 GR0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GR0174'MARK NOT FOUND.
 GR0174
 GR0174                          STATION RECOVERY (1982)
 GR0174
 GR0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0174'NOT RECOVERED, THE DESCRIBED AREA IS UNDER THE NEW HIGHWAY FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0198 ***********************************************************************
 GR0198  DESIGNATION -  F 139
 GR0198  PID         -  GR0198
 GR0198  STATE/COUNTY-  NV/CLARK
 GR0198  USGS QUAD   -  MOAPA PEAK (1980)
 GR0198
 GR0198                         *CURRENT SURVEY CONTROL
 GR0198  ___________________________________________________________________
 GR0198* NAD 83(1986)-  36 45 09.     (N)    114 23 30.     (W)     SCALED    
 GR0198* NAVD 88     -       623.439  (meters)    2045.40   (feet)  POSTED    
 GR0198  ___________________________________________________________________
 GR0198  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 GR0198  DYNAMIC HT  -         622.830 (meters)    2043.40  (feet)  COMP
 GR0198  MODELED GRAV-     979,633.2   (mgal)                       NAVD 88
 GR0198
 GR0198  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0198
 GR0198.The horizontal coordinates were scaled from a topographic map and have
 GR0198.an estimated accuracy of +/- 6 seconds.
 GR0198
 GR0198.The orthometric height was determined by differential leveling
 GR0198.and adjusted by the National Geodetic Survey in 1992..
 GR0198.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0198.rate of 0.0 thru 1.0 mm/km.
 GR0198
 GR0198.The geoid height was determined by GEOID03.
 GR0198
 GR0198.The dynamic height is computed by dividing the NAVD 88
 GR0198.geopotential number by the normal gravity value computed on the
 GR0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0198.degrees latitude (g = 980.6199 gals.).
 GR0198
 GR0198.The modeled gravity was interpolated from observed gravity values.
 GR0198
 GR0198;                    North         East    Units  Estimated Accuracy
 GR0198;SPC NV E     - 8,222,830.      306,410.      MT  (+/- 180 meters Scaled)
 GR0198
 GR0198                          SUPERSEDED SURVEY CONTROL
 GR0198
 GR0198  NGVD 29 (??/??/92)  622.754  (m)         2043.15   (f) ADJ UNCH    2 0
 GR0198
 GR0198.Superseded values are not recommended for survey control.
 GR0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0198.See file dsdata.txt to determine how the superseded data were derived.
 GR0198
 GR0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA328705(NAD 83)
 GR0198_MARKER: DD = SURVEY DISK
 GR0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0198_STAMPING: SEE TEXT
 GR0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0198+STABILITY: SURFACE MOTION
 GR0198
 GR0198  HISTORY     - Date     Condition        Report By
 GR0198  HISTORY     - 1957     MONUMENTED       NVDH
 GR0198  HISTORY     - 1957     GOOD             NGS
 GR0198  HISTORY     - 1969     POOR             USGS
 GR0198  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0198
 GR0198                          STATION DESCRIPTION
 GR0198
 GR0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0198'19.05 MI SW FROM MESQUITE.
 GR0198'19.05 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0198'MESQUITE, 9.1 MILES EAST FROM THE JUNCTION WITH STATE ROUTE 12, 150
 GR0198'FEET SOUTH OF THE NORTH RIGHT-OF-WAY MARKER POST, 49.87 FEET NORTH OF
 GR0198'THE CENTER LINE OF HIGHWAY, SET IN A 20 INCH DIAMETER CONCRETE POST
 GR0198'FLUSH WITH THE GROUND.  STAMPED DIST 49.97 STA D 379 + 96.06 ANGLE 90
 GR0198'O F 139 1957.
 GR0198
 GR0198                          STATION RECOVERY (1969)
 GR0198
 GR0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GR0198'MARK RECOVERED IN POOR CONDITION.
 GR0198
 GR0198                          STATION RECOVERY (1982)
 GR0198
 GR0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0612 ***********************************************************************
 JP0612  DESIGNATION -  F 14
 JP0612  PID         -  JP0612
 JP0612  STATE/COUNTY-  NV/WHITE PINE
 JP0612  USGS QUAD   -  LAKE VALLEY SUMMIT (1978)
 JP0612
 JP0612                         *CURRENT SURVEY CONTROL
 JP0612  ___________________________________________________________________
 JP0612* NAD 83(1986)-  38 46 03.     (N)    114 30 51.     (W)     SCALED    
 JP0612* NAVD 88     -      1766.821  (meters)    5796.65   (feet)  ADJUSTED  
 JP0612  ___________________________________________________________________
 JP0612  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 JP0612  DYNAMIC HT  -        1764.921 (meters)    5790.41  (feet)  COMP
 JP0612  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 JP0612
 JP0612  VERT ORDER  -  SECOND    CLASS 0
 JP0612
 JP0612.The horizontal coordinates were scaled from a topographic map and have
 JP0612.an estimated accuracy of +/- 6 seconds.
 JP0612
 JP0612.The orthometric height was determined by differential leveling
 JP0612.and adjusted by the National Geodetic Survey in August 1995..
 JP0612
 JP0612.The geoid height was determined by GEOID03.
 JP0612
 JP0612.The dynamic height is computed by dividing the NAVD 88
 JP0612.geopotential number by the normal gravity value computed on the
 JP0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0612.degrees latitude (g = 980.6199 gals.).
 JP0612
 JP0612.The modeled gravity was interpolated from observed gravity values.
 JP0612
 JP0612;                    North         East    Units  Estimated Accuracy
 JP0612;SPC NV E     - 8,446,330.      292,910.      MT  (+/- 180 meters Scaled)
 JP0612
 JP0612                          SUPERSEDED SURVEY CONTROL
 JP0612
 JP0612.No superseded survey control is available for this station.
 JP0612
 JP0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC159939(NAD 83)
 JP0612_MARKER: DD = SURVEY DISK
 JP0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0612_SP_SET: CONCRETE POST
 JP0612_STAMPING: F 14 1946 5792
 JP0612_MARK LOGO: USGS  
 JP0612_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0612+STABILITY: SURFACE MOTION
 JP0612
 JP0612  HISTORY     - Date     Condition        Report By
 JP0612  HISTORY     - 1946     MONUMENTED       USGS
 JP0612  HISTORY     - 19731027 GOOD             USGS
 JP0612
 JP0612                          STATION DESCRIPTION
 JP0612
 JP0612'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0612'FROM THE POST OFFICE AT ELY, PROCEED 47 MILES SOUTH ALONG U S HIGHWAY
 JP0612'93 TO A T-ROAD EAST TO ATLANTA, THENCE 3.0 MILES EAST, 200 FEET WEST
 JP0612'OF A SMALL DRAIN, 115 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 JP0612'ROAD, 15 FEET SOUTH OF THE CENTERLINE OF AN OLD ROAD, 2 FEET SOUTH OF
 JP0612'A WITNESS POST, SET IN A SMALL CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0232 ***********************************************************************
 GR0232  DESIGNATION -  F 140
 GR0232  PID         -  GR0232
 GR0232  STATE/COUNTY-  NV/CLARK
 GR0232  USGS QUAD   -  OVERTON NW (1983)
 GR0232
 GR0232                         *CURRENT SURVEY CONTROL
 GR0232  ___________________________________________________________________
 GR0232* NAD 83(1986)-  36 42 22.     (N)    114 28 58.     (W)     SCALED    
 GR0232* NAVD 88     -       633.293  (meters)    2077.73   (feet)  POSTED    
 GR0232  ___________________________________________________________________
 GR0232  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GR0232  DYNAMIC HT  -         632.680 (meters)    2075.72  (feet)  COMP
 GR0232  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 GR0232
 GR0232  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0232
 GR0232.The horizontal coordinates were scaled from a topographic map and have
 GR0232.an estimated accuracy of +/- 6 seconds.
 GR0232
 GR0232.The orthometric height was determined by differential leveling
 GR0232.and adjusted by the National Geodetic Survey in 1992..
 GR0232.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0232.rate of 0.0 thru 1.0 mm/km.
 GR0232
 GR0232.The geoid height was determined by GEOID03.
 GR0232
 GR0232.The dynamic height is computed by dividing the NAVD 88
 GR0232.geopotential number by the normal gravity value computed on the
 GR0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0232.degrees latitude (g = 980.6199 gals.).
 GR0232
 GR0232.The modeled gravity was interpolated from observed gravity values.
 GR0232
 GR0232;                    North         East    Units  Estimated Accuracy
 GR0232;SPC NV E     - 8,217,580.      298,330.      MT  (+/- 180 meters Scaled)
 GR0232
 GR0232                          SUPERSEDED SURVEY CONTROL
 GR0232
 GR0232  NGVD 29 (??/??/92)  632.623  (m)         2075.53   (f) ADJ UNCH    2 0
 GR0232
 GR0232.Superseded values are not recommended for survey control.
 GR0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0232.See file dsdata.txt to determine how the superseded data were derived.
 GR0232
 GR0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA248652(NAD 83)
 GR0232_MARKER: DD = SURVEY DISK
 GR0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0232_STAMPING: SEE TEXT
 GR0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0232+STABILITY: SURFACE MOTION
 GR0232
 GR0232  HISTORY     - Date     Condition        Report By
 GR0232  HISTORY     - 1957     MONUMENTED       NVDH
 GR0232  HISTORY     - 1957     GOOD             NGS
 GR0232  HISTORY     - 1979     GOOD             USGS
 GR0232
 GR0232                          STATION DESCRIPTION
 GR0232
 GR0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0232'24.9 MI SW FROM MESQUITE.
 GR0232'24.9 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0232'OFFICE IN MESQUITE, 3.25 MILES EAST FROM THE JUNCTION WITH STATE ROUTE
 GR0232'12, 149.91 FEET SOUTH OF THE NORTH RIGHT-OF-WAY MARKER POST, 50.09
 GR0232'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A CONCRETE POST
 GR0232'FLUSH WITH THE GROUND.  STAMPED DIST 50.09 STA 61 + 75.19 POT ANGLE 90
 GR0232'O F 140 1957.
 GR0232
 GR0232                          STATION RECOVERY (1979)
 GR0232
 GR0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0232'JUNCTION OF INTERSTATE 15 AND STATE ROUTE 12. 3.25 MILES NE ALONG
 GR0232'INTERSTATE 15. 50 FEET NORTH OF THE CENTERLINE OF THE NORTH BOUND
 GR0232'LANES. A NEVADA HIGHWAY DEPT. TABLET STAMPED DIST 50.09 STA 61+75.19
 GR0232'POT ANGLE 90 DEG F 140 1957 AND SET IN THE TOP OF A CONCRETE POST
 GR0232'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1007 ***********************************************************************
 GR1007  DESIGNATION -  F 141
 GR1007  PID         -  GR1007
 GR1007  STATE/COUNTY-  NV/CLARK
 GR1007  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1007
 GR1007                         *CURRENT SURVEY CONTROL
 GR1007  ___________________________________________________________________
 GR1007* NAD 83(1986)-  36 07 06.     (N)    115 10 58.     (W)     SCALED    
 GR1007* NAVD 88     -       651.463  (meters)    2137.34   (feet)  ADJUSTED  
 GR1007  ___________________________________________________________________
 GR1007  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GR1007  DYNAMIC HT  -         650.797 (meters)    2135.16  (feet)  COMP
 GR1007  MODELED GRAV-     979,588.9   (mgal)                       NAVD 88
 GR1007
 GR1007  VERT ORDER  -  FIRST     CLASS II
 GR1007
 GR1007.The horizontal coordinates were scaled from a topographic map and have
 GR1007.an estimated accuracy of +/- 6 seconds.
 GR1007
 GR1007.The orthometric height was determined by differential leveling
 GR1007.and adjusted by the National Geodetic Survey in June 1991..
 GR1007
 GR1007.The geoid height was determined by GEOID03.
 GR1007
 GR1007.The dynamic height is computed by dividing the NAVD 88
 GR1007.geopotential number by the normal gravity value computed on the
 GR1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1007.degrees latitude (g = 980.6199 gals.).
 GR1007
 GR1007.The modeled gravity was interpolated from observed gravity values.
 GR1007
 GR1007;                    North         East    Units  Estimated Accuracy
 GR1007;SPC NV E     - 8,151,870.      236,060.      MT  (+/- 180 meters Scaled)
 GR1007
 GR1007                          SUPERSEDED SURVEY CONTROL
 GR1007
 GR1007  NGVD 29 (??/??/92)  651.400  (m)         2137.13   (f) ADJ UNCH    1 2
 GR1007
 GR1007.Superseded values are not recommended for survey control.
 GR1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1007.See file dsdata.txt to determine how the superseded data were derived.
 GR1007
 GR1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV635986(NAD 83)
 GR1007_MARKER: DB = BENCH MARK DISK
 GR1007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR1007_SP_SET: ABUTMENT
 GR1007_STAMPING: F 141 1957
 GR1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1007
 GR1007  HISTORY     - Date     Condition        Report By
 GR1007  HISTORY     - 1957     MONUMENTED       CGS
 GR1007  HISTORY     - 1963     GOOD             NGS
 GR1007  HISTORY     - 1980     GOOD             NGS
 GR1007
 GR1007                          STATION DESCRIPTION
 GR1007
 GR1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR1007'4.2 MI S FROM LAS VEGAS.
 GR1007'4.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION  AT
 GR1007'LAS VEGAS, 5 RAILS NORTH OF MILEPOST 330, AT CONCRETE BRIDGE NO.
 GR1007'330.04 IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT, 5.2 FEET EAST
 GR1007'OF THE EAST RAIL AND ABOUT 0.3 FOOT LOWER THAN THE TOP OF THE RAIL.
 GR1007
 GR1007                          STATION RECOVERY (1963)
 GR1007
 GR1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR1007'RECOVERED IN GOOD CONDITION.
 GR1007
 GR1007                          STATION RECOVERY (1980)
 GR1007
 GR1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0304 ***********************************************************************
 LQ0304  DESIGNATION -  F 142
 LQ0304  PID         -  LQ0304
 LQ0304  STATE/COUNTY-  NV/ELKO
 LQ0304  USGS QUAD   -  HALLECK (1971)
 LQ0304
 LQ0304                         *CURRENT SURVEY CONTROL
 LQ0304  ___________________________________________________________________
 LQ0304* NAD 83(1986)-  40 58 46.     (N)    115 26 15.     (W)     SCALED    
 LQ0304* NAVD 88     -      1602.302  (meters)    5256.89   (feet)  ADJUSTED  
 LQ0304  ___________________________________________________________________
 LQ0304  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 LQ0304  DYNAMIC HT  -        1600.980 (meters)    5252.55  (feet)  COMP
 LQ0304  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 LQ0304
 LQ0304  VERT ORDER  -  FIRST     CLASS II
 LQ0304
 LQ0304.The horizontal coordinates were scaled from a topographic map and have
 LQ0304.an estimated accuracy of +/- 6 seconds.
 LQ0304
 LQ0304.The orthometric height was determined by differential leveling
 LQ0304.and adjusted by the National Geodetic Survey in June 1991..
 LQ0304.WARNING-Repeat measurements at this control monument indicate possible
 LQ0304.vertical movement.
 LQ0304
 LQ0304.The geoid height was determined by GEOID03.
 LQ0304
 LQ0304.The dynamic height is computed by dividing the NAVD 88
 LQ0304.geopotential number by the normal gravity value computed on the
 LQ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0304.degrees latitude (g = 980.6199 gals.).
 LQ0304
 LQ0304.The modeled gravity was interpolated from observed gravity values.
 LQ0304
 LQ0304;                    North         East    Units  Estimated Accuracy
 LQ0304;SPC NV E     - 8,691,370.      212,270.      MT  (+/- 180 meters Scaled)
 LQ0304
 LQ0304                          SUPERSEDED SURVEY CONTROL
 LQ0304
 LQ0304  NGVD 29 (??/??/92) 1601.166  (m)         5253.16   (f) ADJ UNCH    1 2
 LQ0304
 LQ0304.Superseded values are not recommended for survey control.
 LQ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0304.See file dsdata.txt to determine how the superseded data were derived.
 LQ0304
 LQ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF314376(NAD 83)
 LQ0304_MARKER: DB = BENCH MARK DISK
 LQ0304_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LQ0304_STAMPING: F 142 1957
 LQ0304_MARK LOGO: CGS   
 LQ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0304+STABILITY: SURFACE MOTION
 LQ0304
 LQ0304  HISTORY     - Date     Condition        Report By
 LQ0304  HISTORY     - 1957     MONUMENTED       CGS
 LQ0304  HISTORY     - 1984     GOOD             NGS
 LQ0304
 LQ0304                          STATION DESCRIPTION
 LQ0304
 LQ0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0304'21.2 MI NE FROM ELKO.
 LQ0304'21.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0304'IDAHO STREETS AT ELKO, 23.2 FEET SOUTHEAST OF THE CENTER LINE OF
 LQ0304'HIGHWAY, 17.1 FEET SOUTHWEST OF WITNESS POST, SET IN TOP OF THE
 LQ0304'NORTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL AND 1.0 FEET BELOW
 LQ0304'THE HIGHWAY.
 LQ0304
 LQ0304                          STATION RECOVERY (1984)
 LQ0304
 LQ0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0304'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.15 KM
 LQ0304'(8.85 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE COURTHOUSE AT
 LQ0304'ELKO, THENCE 21.15 KM (13.2 MI) NORTHEAST ALONG INTERSTATE 80, IN TOP
 LQ0304'OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL FOR A 3 BY 6 FOOT BOX
 LQ0304'CULVERT UNDER THE EAST BOUND HIGHWAY LANES, 3.5 KM (2.2 MI) NORTHEAST
 LQ0304'OF THE HALLECK INTERCHANGE, 0.4 KM (0.25 MI) SOUTHWEST OF MILEPOST
 LQ0304'324, 8.5 METERS (28 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY
 LQ0304'CENTERLINE.
 LQ0304'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0283 ***********************************************************************
 MT0283  DESIGNATION -  F 143
 MT0283  PID         -  MT0283
 MT0283  STATE/COUNTY-  NV/ELKO
 MT0283  USGS QUAD   -  PEQUOP SUMMIT SW (1980)
 MT0283
 MT0283                         *CURRENT SURVEY CONTROL
 MT0283  ___________________________________________________________________
 MT0283* NAD 83(1986)-  41 06 08.     (N)    114 44 53.     (W)     SCALED    
 MT0283* NAVD 88     -      1774.302  (meters)    5821.19   (feet)  ADJUSTED  
 MT0283  ___________________________________________________________________
 MT0283  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 MT0283  DYNAMIC HT  -        1772.825 (meters)    5816.34  (feet)  COMP
 MT0283  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 MT0283
 MT0283  VERT ORDER  -  SECOND    CLASS 0
 MT0283
 MT0283.The horizontal coordinates were scaled from a topographic map and have
 MT0283.an estimated accuracy of +/- 6 seconds.
 MT0283
 MT0283.The orthometric height was determined by differential leveling
 MT0283.and adjusted by the National Geodetic Survey in June 1991..
 MT0283
 MT0283.The geoid height was determined by GEOID03.
 MT0283
 MT0283.The dynamic height is computed by dividing the NAVD 88
 MT0283.geopotential number by the normal gravity value computed on the
 MT0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0283.degrees latitude (g = 980.6199 gals.).
 MT0283
 MT0283.The modeled gravity was interpolated from observed gravity values.
 MT0283
 MT0283;                    North         East    Units  Estimated Accuracy
 MT0283;SPC NV E     - 8,705,330.      270,160.      MT  (+/- 180 meters Scaled)
 MT0283
 MT0283                          SUPERSEDED SURVEY CONTROL
 MT0283
 MT0283  NGVD 29 (??/??/92) 1773.148  (m)         5817.40   (f) ADJ UNCH    2 0
 MT0283
 MT0283.Superseded values are not recommended for survey control.
 MT0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0283.See file dsdata.txt to determine how the superseded data were derived.
 MT0283
 MT0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF891525(NAD 83)
 MT0283_MARKER: DB = BENCH MARK DISK
 MT0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0283_STAMPING: F 143 1957
 MT0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0283+STABILITY: SURFACE MOTION
 MT0283
 MT0283  HISTORY     - Date     Condition        Report By
 MT0283  HISTORY     - 1957     MONUMENTED       CGS
 MT0283  HISTORY     - 1968     GOOD             USGS
 MT0283
 MT0283                          STATION DESCRIPTION
 MT0283
 MT0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0283'12.2 MI E FROM WELLS.
 MT0283'12.2 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0283'AVE. AND U.S. HIGHWAY 40 AT WELLS, 140.0 FEET SOUTH OF CENTER LINE OF
 MT0283'THE HIGHWAY 9.7 FEET SOUTH OF TELEPHONE POLE, 6.6 FEET SOUTH OF
 MT0283'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE
 MT0283'GROUND SURFACE.
 MT0283
 MT0283                          STATION RECOVERY (1968)
 MT0283
 MT0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0100 ***********************************************************************
 LQ0100  DESIGNATION -  F 144
 LQ0100  PID         -  LQ0100
 LQ0100  STATE/COUNTY-  NV/ELKO
 LQ0100  USGS QUAD   -  PILOT (1982)
 LQ0100
 LQ0100                         *CURRENT SURVEY CONTROL
 LQ0100  ___________________________________________________________________
 LQ0100* NAD 83(1986)-  40 50 58.     (N)    114 12 58.     (W)     SCALED    
 LQ0100* NAVD 88     -      1428.803  (meters)    4687.66   (feet)  ADJUSTED  
 LQ0100  ___________________________________________________________________
 LQ0100  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 LQ0100  DYNAMIC HT  -        1427.689 (meters)    4684.01  (feet)  COMP
 LQ0100  MODELED GRAV-     979,795.0   (mgal)                       NAVD 88
 LQ0100
 LQ0100  VERT ORDER  -  SECOND    CLASS 0
 LQ0100
 LQ0100.The horizontal coordinates were scaled from a topographic map and have
 LQ0100.an estimated accuracy of +/- 6 seconds.
 LQ0100
 LQ0100.The orthometric height was determined by differential leveling
 LQ0100.and adjusted by the National Geodetic Survey in June 1991..
 LQ0100
 LQ0100.The geoid height was determined by GEOID03.
 LQ0100
 LQ0100.The dynamic height is computed by dividing the NAVD 88
 LQ0100.geopotential number by the normal gravity value computed on the
 LQ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0100.degrees latitude (g = 980.6199 gals.).
 LQ0100
 LQ0100.The modeled gravity was interpolated from observed gravity values.
 LQ0100
 LQ0100;                    North         East    Units  Estimated Accuracy
 LQ0100;SPC NV E     - 8,677,830.      315,280.      MT  (+/- 180 meters Scaled)
 LQ0100
 LQ0100                          SUPERSEDED SURVEY CONTROL
 LQ0100
 LQ0100  NGVD 29 (??/??/92) 1427.817  (m)         4684.43   (f) ADJ UNCH    2 0
 LQ0100
 LQ0100.Superseded values are not recommended for survey control.
 LQ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0100.See file dsdata.txt to determine how the superseded data were derived.
 LQ0100
 LQ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF346257(NAD 83)
 LQ0100_MARKER: DB = BENCH MARK DISK
 LQ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0100_STAMPING: F 144 1957
 LQ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0100+STABILITY: SURFACE MOTION
 LQ0100
 LQ0100  HISTORY     - Date     Condition        Report By
 LQ0100  HISTORY     - 1957     MONUMENTED       CGS
 LQ0100  HISTORY     - 1958     GOOD             NGS
 LQ0100
 LQ0100                          STATION DESCRIPTION
 LQ0100
 LQ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0100'19.4 MI SE FROM OASIS.
 LQ0100'19.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 284.0 FEET
 LQ0100'SOUTHWEST OF CENTERLINE OF HIGHWAY, 8.5 FEET WEST OF WITNESS POST, SET
 LQ0100'IN A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND SURFACE.
 LQ0100
 LQ0100                          STATION RECOVERY (1958)
 LQ0100
 LQ0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0049 ***********************************************************************
 LS0049  DESIGNATION -  F 145 RESET
 LS0049  PID         -  LS0049
 LS0049  STATE/COUNTY-  NV/PERSHING
 LS0049  USGS QUAD   -  RYE PATCH RES SOUTH (1971)
 LS0049
 LS0049                         *CURRENT SURVEY CONTROL
 LS0049  ___________________________________________________________________
 LS0049* NAD 83(1986)-  40 35 42.     (N)    118 15 13.     (W)     SCALED    
 LS0049* NAVD 88     -      1298.566  (meters)    4260.38   (feet)  ADJUSTED  
 LS0049  ___________________________________________________________________
 LS0049  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 LS0049  DYNAMIC HT  -        1297.553 (meters)    4257.06  (feet)  COMP
 LS0049  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 LS0049
 LS0049  VERT ORDER  -  FIRST     CLASS II
 LS0049
 LS0049.The horizontal coordinates were scaled from a topographic map and have
 LS0049.an estimated accuracy of +/- 6 seconds.
 LS0049
 LS0049.The orthometric height was determined by differential leveling
 LS0049.and adjusted by the National Geodetic Survey in June 1991..
 LS0049
 LS0049.The geoid height was determined by GEOID03.
 LS0049
 LS0049.The dynamic height is computed by dividing the NAVD 88
 LS0049.geopotential number by the normal gravity value computed on the
 LS0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0049.degrees latitude (g = 980.6199 gals.).
 LS0049
 LS0049.The modeled gravity was interpolated from observed gravity values.
 LS0049
 LS0049;                    North         East    Units  Estimated Accuracy
 LS0049;SPC NV W     - 4,648,730.      827,910.      MT  (+/- 180 meters Scaled)
 LS0049
 LS0049                          SUPERSEDED SURVEY CONTROL
 LS0049
 LS0049.No superseded survey control is available for this station.
 LS0049
 LS0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE939945(NAD 83)
 LS0049_MARKER: DB = BENCH MARK DISK
 LS0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0049_SP_SET: CONCRETE POST
 LS0049_STAMPING: F 145 RESET 1961
 LS0049_MARK LOGO: CGS   
 LS0049_PROJECTION: PROJECTING 10 CENTIMETERS
 LS0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0049+STABILITY: SURFACE MOTION
 LS0049
 LS0049  HISTORY     - Date     Condition        Report By
 LS0049  HISTORY     - 1961     MONUMENTED       NVDH
 LS0049  HISTORY     - 1971     GOOD             USGS
 LS0049  HISTORY     - 1986     GOOD             NGS
 LS0049
 LS0049                          STATION DESCRIPTION
 LS0049
 LS0049'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 LS0049'IN HUMBOLDT HOUSE.
 LS0049'THIS MARK IS LOCATED AT HUMBOLDT HOUSE 175 FEET EAST OF THE CENTERLINE
 LS0049'OF THE EASTBOUND LANE OF THE HUMBOLDT HOUSE INTERCHANGE, 6 FEET WEST
 LS0049'OF THE R/W FENCE, 3 FEET EAST OF A WITNESS POST, AND SET IN A ROUND
 LS0049'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND SURFACE.
 LS0049
 LS0049                          STATION RECOVERY (1971)
 LS0049
 LS0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 LS0049'RECOVERED IN GOOD CONDITION.
 LS0049
 LS0049                          STATION RECOVERY (1986)
 LS0049
 LS0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0049'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.7 KM (7.3
 LS0049'MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 145)
 LS0049'IN IMLAY, ALSO 28.3 KM (17.6 MI) NORTH ALONG INTERSTATE HIGHWAY 80
 LS0049'FROM THE OVERPASS (EXIT 119) IN OREANA, NEAR THE HUMBOLDT INTERCHANGE
 LS0049'(EXIT 138), 23.2 METERS (76.0 FT) NORTHEAST OF THE CENTERLINE OF A
 LS0049'NORTHWEST-SOUTHEAST ROAD UNDER THE HIGHWAY, 17.1 METERS (56.0 FT)
 LS0049'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND ON RAMP, 13.0 METERS
 LS0049'(42.5 FT) NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD, 3.7 METERS
 LS0049'(12.0 FT) SOUTHEAST OF A FENCE CORNER POST.
 LS0049'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LS0049'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0184 ***********************************************************************
 FS0184  DESIGNATION -  F 146
 FS0184  PID         -  FS0184
 FS0184  STATE/COUNTY-  NV/CLARK
 FS0184  USGS QUAD   -  SLOAN (1989)
 FS0184
 FS0184                         *CURRENT SURVEY CONTROL
 FS0184  ___________________________________________________________________
 FS0184* NAD 83(1986)-  35 55 37.     (N)    115 11 39.     (W)     SCALED    
 FS0184* NAVD 88     -       831.473  (meters)    2727.92   (feet)  POSTED    
 FS0184  ___________________________________________________________________
 FS0184  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FS0184  DYNAMIC HT  -         830.590 (meters)    2725.03  (feet)  COMP
 FS0184  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 FS0184
 FS0184  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0184
 FS0184.The horizontal coordinates were scaled from a topographic map and have
 FS0184.an estimated accuracy of +/- 6 seconds.
 FS0184
 FS0184.The orthometric height was determined by differential leveling
 FS0184.and adjusted by the National Geodetic Survey in 1992..
 FS0184.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0184.rate of 0.0 thru 1.0 mm/km.
 FS0184
 FS0184.The geoid height was determined by GEOID03.
 FS0184
 FS0184.The dynamic height is computed by dividing the NAVD 88
 FS0184.geopotential number by the normal gravity value computed on the
 FS0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0184.degrees latitude (g = 980.6199 gals.).
 FS0184
 FS0184.The modeled gravity was interpolated from observed gravity values.
 FS0184
 FS0184;                    North         East    Units  Estimated Accuracy
 FS0184;SPC NV E     - 8,130,640.      235,120.      MT  (+/- 180 meters Scaled)
 FS0184
 FS0184                          SUPERSEDED SURVEY CONTROL
 FS0184
 FS0184  NGVD 29 (??/??/92)  830.713  (m)         2725.43   (f) ADJ UNCH    2 0
 FS0184
 FS0184.Superseded values are not recommended for survey control.
 FS0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0184.See file dsdata.txt to determine how the superseded data were derived.
 FS0184
 FS0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV629773(NAD 83)
 FS0184_MARKER: DB = BENCH MARK DISK
 FS0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0184_STAMPING: F 146 1958
 FS0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0184+STABILITY: SURFACE MOTION
 FS0184
 FS0184  HISTORY     - Date     Condition        Report By
 FS0184  HISTORY     - 1958     MONUMENTED       CGS
 FS0184
 FS0184                          STATION DESCRIPTION
 FS0184
 FS0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0184'0.3 MI SW FROM SLOAN.
 FS0184'0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE SLOAN SERVICE
 FS0184'STATION AND CAFE, 112.0 FEET EAST OF THE CENTER LINE OF THE
 FS0184'HIGHWAY, 94.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FS0184'CONCRETE CULVERT, 62.0 FEET SOUTHEAST OF A POWER POLE, 6.5 FEET
 FS0184'NORTHEAST OF A CONCRETE WITNESS POST, SET IN A ROUND CONCRETE
 FS0184'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0270 ***********************************************************************
 FS0270  DESIGNATION -  F 148
 FS0270  PID         -  FS0270
 FS0270  STATE/COUNTY-  NV/CLARK
 FS0270  USGS QUAD   -  HIGHLAND SPRING (1989)
 FS0270
 FS0270                         *CURRENT SURVEY CONTROL
 FS0270  ___________________________________________________________________
 FS0270* NAD 83(1986)-  35 30 40.     (N)    115 04 20.     (W)     SCALED    
 FS0270* NAVD 88     -      1307.970  (meters)    4291.23   (feet)  POSTED    
 FS0270  ___________________________________________________________________
 FS0270  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS0270  DYNAMIC HT  -        1306.390 (meters)    4286.05  (feet)  COMP
 FS0270  MODELED GRAV-     979,381.6   (mgal)                       NAVD 88
 FS0270
 FS0270  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0270
 FS0270.The horizontal coordinates were scaled from a topographic map and have
 FS0270.an estimated accuracy of +/- 6 seconds.
 FS0270
 FS0270.The orthometric height was determined by differential leveling
 FS0270.and adjusted by the National Geodetic Survey in 1992..
 FS0270.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0270.rate of 0.0 thru 1.0 mm/km.
 FS0270
 FS0270.The geoid height was determined by GEOID03.
 FS0270
 FS0270.The dynamic height is computed by dividing the NAVD 88
 FS0270.geopotential number by the normal gravity value computed on the
 FS0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0270.degrees latitude (g = 980.6199 gals.).
 FS0270
 FS0270.The modeled gravity was interpolated from observed gravity values.
 FS0270
 FS0270;                    North         East    Units  Estimated Accuracy
 FS0270;SPC NV E     - 8,084,550.      246,360.      MT  (+/- 180 meters Scaled)
 FS0270
 FS0270                          SUPERSEDED SURVEY CONTROL
 FS0270
 FS0270  NGVD 29 (??/??/92) 1307.080  (m)         4288.31   (f) ADJ UNCH    1 2
 FS0270
 FS0270.Superseded values are not recommended for survey control.
 FS0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0270.See file dsdata.txt to determine how the superseded data were derived.
 FS0270
 FS0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV748314(NAD 83)
 FS0270_MARKER: DB = BENCH MARK DISK
 FS0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0270_STAMPING: F 148 1935
 FS0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0270+STABILITY: SURFACE MOTION
 FS0270
 FS0270  HISTORY     - Date     Condition        Report By
 FS0270  HISTORY     - 1935     MONUMENTED       CGS
 FS0270  HISTORY     - 1949     GOOD             NGS
 FS0270  HISTORY     - 19870115 GOOD             USPSQD
 FS0270
 FS0270                          STATION DESCRIPTION
 FS0270
 FS0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0270'9.1 MI W FROM SEARCHLIGHT.
 FS0270'0.2 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 FS0270'SEARCHLIGHT, THENCE 8.9 MILES WEST ALONG STATE HIGHWAY 68, 0.15
 FS0270'MILE WEST OF THE JUNCTION OF A DIM TRACK ROAD LEADING NORTHWEST,
 FS0270'ABOUT 48 YARDS NORTH OF THE APPROXIMATE CENTER OF A DRY WASH,
 FS0270'42 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.3 FEET EAST
 FS0270'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 FS0270'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 FS0270
 FS0270                          STATION RECOVERY (1987)
 FS0270
 FS0270'RECOVERY NOTE BY US POWER SQUADRON 1987 (PI)
 FS0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0136 ***********************************************************************
 FS0136  DESIGNATION -  F 149
 FS0136  PID         -  FS0136
 FS0136  STATE/COUNTY-  NV/CLARK
 FS0136  USGS QUAD   -  KEYHOLE CANYON (1984)
 FS0136
 FS0136                         *CURRENT SURVEY CONTROL
 FS0136  ___________________________________________________________________
 FS0136* NAD 83(1986)-  35 39 46.     (N)    114 57 21.     (W)     SCALED    
 FS0136* NAVD 88     -       837.053  (meters)    2746.23   (feet)  POSTED    
 FS0136  ___________________________________________________________________
 FS0136  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FS0136  DYNAMIC HT  -         836.130 (meters)    2743.20  (feet)  COMP
 FS0136  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 FS0136
 FS0136  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0136
 FS0136.The horizontal coordinates were scaled from a topographic map and have
 FS0136.an estimated accuracy of +/- 6 seconds.
 FS0136
 FS0136.The orthometric height was determined by differential leveling
 FS0136.and adjusted by the National Geodetic Survey in 1992..
 FS0136.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0136.rate of 0.0 thru 1.0 mm/km.
 FS0136
 FS0136.The geoid height was determined by GEOID03.
 FS0136
 FS0136.The dynamic height is computed by dividing the NAVD 88
 FS0136.geopotential number by the normal gravity value computed on the
 FS0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0136.degrees latitude (g = 980.6199 gals.).
 FS0136
 FS0136.The modeled gravity was interpolated from observed gravity values.
 FS0136
 FS0136;                    North         East    Units  Estimated Accuracy
 FS0136;SPC NV E     - 8,101,440.      256,810.      MT  (+/- 180 meters Scaled)
 FS0136
 FS0136                          SUPERSEDED SURVEY CONTROL
 FS0136
 FS0136  NGVD 29 (??/??/92)  836.278  (m)         2743.69   (f) ADJ UNCH    1 1
 FS0136
 FS0136.Superseded values are not recommended for survey control.
 FS0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0136.See file dsdata.txt to determine how the superseded data were derived.
 FS0136
 FS0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV850484(NAD 83)
 FS0136_MARKER: DB = BENCH MARK DISK
 FS0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0136_STAMPING: F 149 1935
 FS0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0136+STABILITY: SURFACE MOTION
 FS0136
 FS0136  HISTORY     - Date     Condition        Report By
 FS0136  HISTORY     - 1935     MONUMENTED       CGS
 FS0136  HISTORY     - 1949     GOOD             NGS
 FS0136  HISTORY     - 1963     GOOD             NGS
 FS0136
 FS0136                          STATION DESCRIPTION
 FS0136
 FS0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0136'15.5 MI N FROM SEARCHLIGHT.
 FS0136'15.5 MILES NORTH ALONG OLD STATE HIGHWAY 5 FROM THE POST OFFICE
 FS0136'AT SEARCHLIGHT, 0.4 MILE SOUTH OF THE INTERSECTION OF U.S. HIGHWAY
 FS0136'95, 0.2 MILE NORTH OF A POINT WHERE A POWER LINE CROSSES THE OLD
 FS0136'HIGHWAY, 120 YARDS EAST OF AND ACROSS THE OLD HIGHWAY FROM THE
 FS0136'CENTER LINE OF HIGHWAY 95, 79 YARDS SOUTHEAST OF THE APPROXIMATE
 FS0136'CENTER OF A DRAINAGE DITCH, 61 FEET EAST OF THE CENTER LINE OF THE
 FS0136'OLD HIGHWAY, 2.6 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER
 FS0136'THAN THE OLD HIGHWAY, ADN SET IN THE TOP OF A CONCRETE POST
 FS0136'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FS0136
 FS0136                          STATION RECOVERY (1963)
 FS0136
 FS0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0380 ***********************************************************************
 HQ0380  DESIGNATION -  F 15
 HQ0380  PID         -  HQ0380
 HQ0380  STATE/COUNTY-  NV/ESMERALDA
 HQ0380  USGS QUAD   -  MC MAHON RIDGE (1987)
 HQ0380
 HQ0380                         *CURRENT SURVEY CONTROL
 HQ0380  ___________________________________________________________________
 HQ0380* NAD 83(1994)-  37 50 45.48938(N)    117 14 47.90719(W)     ADJUSTED  
 HQ0380* NAVD 88     -      1539.377  (meters)    5050.44   (feet)  ADJUSTED  
 HQ0380  ___________________________________________________________________
 HQ0380  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 HQ0380  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 HQ0380  DYNAMIC HT  -        1537.703 (meters)    5044.95  (feet)  COMP
 HQ0380  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 HQ0380
 HQ0380  HORZ ORDER  -  SECOND
 HQ0380  VERT ORDER  -  FIRST     CLASS II
 HQ0380
 HQ0380.The horizontal coordinates were established by classical geodetic methods
 HQ0380.and adjusted by the National Geodetic Survey in June 1998..
 HQ0380
 HQ0380.The orthometric height was determined by differential leveling
 HQ0380.and adjusted by the National Geodetic Survey in June 1991..
 HQ0380
 HQ0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0380
 HQ0380.The geoid height was determined by GEOID03.
 HQ0380
 HQ0380.The dynamic height is computed by dividing the NAVD 88
 HQ0380.geopotential number by the normal gravity value computed on the
 HQ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0380.degrees latitude (g = 980.6199 gals.).
 HQ0380
 HQ0380.The modeled gravity was interpolated from observed gravity values.
 HQ0380
 HQ0380;                    North         East     Units Scale Factor Converg.
 HQ0380;SPC NV W     - 4,344,350.718   917,641.026   MT  1.00007040   +0 49 12.8
 HQ0380;SPC NV W     -14,253,090.65  3,010,627.27   sFT  1.00007040   +0 49 12.8
 HQ0380;SPC NV C     - 6,343,667.194   448,957.961   MT  0.99993208   -0 21 21.0
 HQ0380;SPC NV C     -20,812,514.79  1,472,956.24   sFT  0.99993208   -0 21 21.0
 HQ0380;UTM  11      - 4,188,753.870   478,300.358   MT  0.99960580   -0 09 04.8
 HQ0380
 HQ0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0380!SPC NV W     -   0.99976251  x   1.00007040  =   0.99983289
 HQ0380!SPC NV C     -   0.99976251  x   0.99993208  =   0.99969461
 HQ0380!UTM  11      -   0.99976251  x   0.99960580  =   0.99936840
 HQ0380
 HQ0380                          SUPERSEDED SURVEY CONTROL
 HQ0380
 HQ0380  NAD 83(1992)-  37 50 45.48743(N)    117 14 47.91384(W) AD(       ) 2
 HQ0380  NAD 83(1986)-  37 50 45.48953(N)    117 14 47.91549(W) AD(       ) 2
 HQ0380  NAD 27      -  37 50 45.73200(N)    117 14 44.62600(W) AD(       ) 2
 HQ0380  NGVD 29 (05/01/91) 1538.273  (m)         5046.82   (f) ADJUSTED    1 2
 HQ0380
 HQ0380.Superseded values are not recommended for survey control.
 HQ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0380.See file dsdata.txt to determine how the superseded data were derived.
 HQ0380
 HQ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB7830088754(NAD 83)
 HQ0380_MARKER: P = PIPE CAP
 HQ0380_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0380_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0380_STAMPING: F 15 5046.906
 HQ0380_MARK LOGO: CGS   
 HQ0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0380
 HQ0380  HISTORY     - Date     Condition        Report By
 HQ0380  HISTORY     - 1950     MONUMENTED       CGS
 HQ0380  HISTORY     - 1955     GOOD             NGS
 HQ0380  HISTORY     - 1971     GOOD             USGS
 HQ0380  HISTORY     - 1983     GOOD             NGS
 HQ0380
 HQ0380                          STATION DESCRIPTION
 HQ0380
 HQ0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HQ0380'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO
 HQ0380'SOUTH ON U.S. HIGHWAY 95 FOR 15.85 MILES TO THE AZIMUTH MARK
 HQ0380'ON THE LEFT AS DESCRIBED ABOVE.  CONTINUE ON THE HIGHWAY
 HQ0380'FOR 0.1 MILE TO A TRACK ROAD THAT CROSSES THE HIGHWAY.  TURN
 HQ0380'RIGHT, WEST, AND FOLLOW THE TRACK ROAD FOR 0.35 MILE TO AN
 HQ0380'OLD RAILROAD BED.  TURN LEFT, SOUTH, ALONG THE OLD RAILROAD BED
 HQ0380'FOR 0.05 MILE TO STATION FAYET.  A DRIVE
 HQ0380'STATION.
 HQ0380'
 HQ0380'THE BENCH MARK IS A U.S. COAST
 HQ0380'AND GEODETIC SURVEY BRONZE BENCH MARK CAP RIVETED TO THE TOP
 HQ0380'OF A 3-1/2 INCH IRON PIPE THAT PROJECTS 16 INCHES ABOVE THE
 HQ0380'GROUND SURFACE.  THE MARK IS 0.295 METERS HIGHER THAT THE STATION
 HQ0380'MARK AND STAMPED 5046.906.  THIS IS F 15.
 HQ0380
 HQ0380                          STATION RECOVERY (1955)
 HQ0380
 HQ0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 HQ0380'10.2 MI N FROM GOLDFIELD.
 HQ0380'9.9 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0380'AT GOLDFIELD, THENCE 0.3 MILE WEST ALONG A TRACK ROAD, 419 FEET
 HQ0380'SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 52.1 FEET SOUTHEAST
 HQ0380'OF FAYET R.M. 1, 43 FEET WEST OF THE CENTER LINE OF AN ABANDONED
 HQ0380'TONOPAH AND GOLDFIELD RAILROAD BED, 37.6 FEET EAST OF FAYET
 HQ0380'TRIANGULATION STATION, ABOUT 1/2 FOOT HIGHER THAN THE STATION
 HQ0380'ABOUT 1/2 FOOT HIGHER THAN THE STATION MARK, ABOUT 1 FOOT HIGHER
 HQ0380'THAN THE RAILROAD BED, AND SCREWED ON THE TOP OF A 3 1/2-INCH
 HQ0380'IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
 HQ0380
 HQ0380                          STATION RECOVERY (1971)
 HQ0380
 HQ0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HQ0380'RECOVERED IN GOOD CONDITION.
 HQ0380
 HQ0380                          STATION RECOVERY (1983)
 HQ0380
 HQ0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0380'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.9 KM
 HQ0380'(9.9 MI) NORTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN GOLDFIELD,
 HQ0380'THENCE 0.5 KM (0.3 MI) WEST ALONG A DIRT ROAD, THENCE 0.1 KM (0.05 MI)
 HQ0380'SOUTH ALONG THE OLD RAILROAD BED, 0.4 KM (0.25 MI) WEST OF BM S 410,
 HQ0380'127.7 METERS (419 FT) SOUTH OF THE CENTER OF THE DIRT ROAD,
 HQ0380'13.1 METERS (43 FT) WEST OF THE CENTER OF THE OLD RAILROAD BED,
 HQ0380'11.5 METERS (38 FT) EAST OF TRIANGULATION STATION FAYET.  NOTE--THE
 HQ0380'MARK IS A SHALLOW SET PIPE PROJECTING 2 CENTIMETERS.
 HQ0380'THE MARK IS 1.0 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0610 ***********************************************************************
 JP0610  DESIGNATION -  F 15
 JP0610  PID         -  JP0610
 JP0610  STATE/COUNTY-  NV/WHITE PINE
 JP0610  USGS QUAD   -  LAKE VALLEY SUMMIT (1978)
 JP0610
 JP0610                         *CURRENT SURVEY CONTROL
 JP0610  ___________________________________________________________________
 JP0610* NAD 83(1986)-  38 46 28.     (N)    114 33 09.     (W)     SCALED    
 JP0610* NAVD 88     -      1804.438  (meters)    5920.06   (feet)  ADJUSTED  
 JP0610  ___________________________________________________________________
 JP0610  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 JP0610  DYNAMIC HT  -        1802.476 (meters)    5913.62  (feet)  COMP
 JP0610  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 JP0610
 JP0610  VERT ORDER  -  SECOND    CLASS 0
 JP0610
 JP0610.The horizontal coordinates were scaled from a topographic map and have
 JP0610.an estimated accuracy of +/- 6 seconds.
 JP0610
 JP0610.The orthometric height was determined by differential leveling
 JP0610.and adjusted by the National Geodetic Survey in August 1995..
 JP0610
 JP0610.The geoid height was determined by GEOID03.
 JP0610
 JP0610.The dynamic height is computed by dividing the NAVD 88
 JP0610.geopotential number by the normal gravity value computed on the
 JP0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0610.degrees latitude (g = 980.6199 gals.).
 JP0610
 JP0610.The modeled gravity was interpolated from observed gravity values.
 JP0610
 JP0610;                    North         East    Units  Estimated Accuracy
 JP0610;SPC NV E     - 8,447,070.      289,570.      MT  (+/- 180 meters Scaled)
 JP0610
 JP0610                          SUPERSEDED SURVEY CONTROL
 JP0610
 JP0610.No superseded survey control is available for this station.
 JP0610
 JP0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC126945(NAD 83)
 JP0610_MARKER: DD = SURVEY DISK
 JP0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0610_SP_SET: CONCRETE POST
 JP0610_STAMPING: F 15 1946 5915
 JP0610_MARK LOGO: USGS  
 JP0610_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0610+STABILITY: SURFACE MOTION
 JP0610
 JP0610  HISTORY     - Date     Condition        Report By
 JP0610  HISTORY     - 1946     MONUMENTED       USGS
 JP0610  HISTORY     - 19711027 GOOD             USGS
 JP0610
 JP0610                          STATION DESCRIPTION
 JP0610
 JP0610'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0610'FROM THE POST OFFICE AT ELY, PROCEED 47 MILES SOUTH ALONG U S HIGHWAY
 JP0610'93 TO A T-ROAD EAST TO ATLANTA, THENCE 0.8 MILE EAST, 115 FEET NORTH
 JP0610'OF THE CENTERLINE OF THE ROAD, 30 FEET NORTH OF A SMALL LONE JUNIPER
 JP0610'TREE, 15 FEET SOUTH OF THE CENTERLINE OF A DIM ROAD, 2 FEET NORTH OF
 JP0610'A WITNESS POST, SET IN A SMALL CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0216 ***********************************************************************
 FS0216  DESIGNATION -  F 150
 FS0216  PID         -  FS0216
 FS0216  STATE/COUNTY-  NV/CLARK
 FS0216  USGS QUAD   -  JEAN (1989)
 FS0216
 FS0216                         *CURRENT SURVEY CONTROL
 FS0216  ___________________________________________________________________
 FS0216* NAD 83(1986)-  35 45 48.     (N)    115 19 28.     (W)     SCALED    
 FS0216* NAVD 88     -       860.615  (meters)    2823.53   (feet)  POSTED    
 FS0216  ___________________________________________________________________
 FS0216  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FS0216  DYNAMIC HT  -         859.670 (meters)    2820.43  (feet)  COMP
 FS0216  MODELED GRAV-     979,501.3   (mgal)                       NAVD 88
 FS0216
 FS0216  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0216
 FS0216.The horizontal coordinates were scaled from a topographic map and have
 FS0216.an estimated accuracy of +/- 6 seconds.
 FS0216
 FS0216.The orthometric height was determined by differential leveling
 FS0216.and adjusted by the National Geodetic Survey in 1992..
 FS0216.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0216.rate of 0.0 thru 1.0 mm/km.
 FS0216
 FS0216.The geoid height was determined by GEOID03.
 FS0216
 FS0216.The dynamic height is computed by dividing the NAVD 88
 FS0216.geopotential number by the normal gravity value computed on the
 FS0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0216.degrees latitude (g = 980.6199 gals.).
 FS0216
 FS0216.The modeled gravity was interpolated from observed gravity values.
 FS0216
 FS0216;                    North         East    Units  Estimated Accuracy
 FS0216;SPC NV E     - 8,112,440.      223,410.      MT  (+/- 180 meters Scaled)
 FS0216
 FS0216                          SUPERSEDED SURVEY CONTROL
 FS0216
 FS0216  NGVD 29 (??/??/92)  859.818  (m)         2820.92   (f) ADJ UNCH    1 2
 FS0216
 FS0216.Superseded values are not recommended for survey control.
 FS0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0216.See file dsdata.txt to determine how the superseded data were derived.
 FS0216
 FS0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV514589(NAD 83)
 FS0216_MARKER: DB = BENCH MARK DISK
 FS0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0216_STAMPING: F 150 1935
 FS0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0216+STABILITY: SURFACE MOTION
 FS0216
 FS0216  HISTORY     - Date     Condition        Report By
 FS0216  HISTORY     - 1935     MONUMENTED       CGS
 FS0216  HISTORY     - 1949     GOOD             NGS
 FS0216  HISTORY     - 19870512 GOOD             USPSQD
 FS0216
 FS0216                          STATION DESCRIPTION
 FS0216
 FS0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0216'1 MI S FROM JEAN.
 FS0216'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0216'AT JEAN, 23 RAILS SOUTH OF CULVERT 300.39, DIRECTLY ACROSS THE
 FS0216'TRACK FROM THE 5TH POLE NORTH OF MILE POLE 300, 64 FEET NORTHWEST
 FS0216'OF A TELEGRAPH POLE WITH A GUY WIRE, 56.9 FEET EAST OF THE EAST
 FS0216'RAIL, 2 FEET WEST OF A SMALL CAIRN, ABOUT 2 FEET LOWER THAN THE
 FS0216'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 FS0216'ABOVE THE GROUND.
 FS0216
 FS0216                          STATION RECOVERY (1987)
 FS0216
 FS0216'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 FS0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0623 ***********************************************************************
 JP0623  DESIGNATION -  F 16
 JP0623  PID         -  JP0623
 JP0623  STATE/COUNTY-  NV/WHITE PINE
 JP0623  USGS QUAD   -  MINERVA (1986)
 JP0623
 JP0623                         *CURRENT SURVEY CONTROL
 JP0623  ___________________________________________________________________
 JP0623* NAD 83(1986)-  38 48 10.     (N)    114 22 55.     (W)     SCALED    
 JP0623* NAVD 88     -      1797.873  (meters)    5898.52   (feet)  ADJUSTED  
 JP0623  ___________________________________________________________________
 JP0623  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 JP0623  DYNAMIC HT  -        1795.940 (meters)    5892.18  (feet)  COMP
 JP0623  MODELED GRAV-     979,489.1   (mgal)                       NAVD 88
 JP0623
 JP0623  VERT ORDER  -  SECOND    CLASS 0
 JP0623
 JP0623.The horizontal coordinates were scaled from a topographic map and have
 JP0623.an estimated accuracy of +/- 6 seconds.
 JP0623
 JP0623.The orthometric height was determined by differential leveling
 JP0623.and adjusted by the National Geodetic Survey in August 1995..
 JP0623
 JP0623.The geoid height was determined by GEOID03.
 JP0623
 JP0623.The dynamic height is computed by dividing the NAVD 88
 JP0623.geopotential number by the normal gravity value computed on the
 JP0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0623.degrees latitude (g = 980.6199 gals.).
 JP0623
 JP0623.The modeled gravity was interpolated from observed gravity values.
 JP0623
 JP0623;                    North         East    Units  Estimated Accuracy
 JP0623;SPC NV E     - 8,450,390.      304,350.      MT  (+/- 180 meters Scaled)
 JP0623
 JP0623                          SUPERSEDED SURVEY CONTROL
 JP0623
 JP0623.No superseded survey control is available for this station.
 JP0623
 JP0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC273981(NAD 83)
 JP0623_MARKER: DD = SURVEY DISK
 JP0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0623_SP_SET: CONCRETE POST
 JP0623_STAMPING: F 16 1946 5894
 JP0623_MARK LOGO: USGS  
 JP0623_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0623+STABILITY: SURFACE MOTION
 JP0623
 JP0623  HISTORY     - Date     Condition        Report By
 JP0623  HISTORY     - 1946     MONUMENTED       USGS
 JP0623  HISTORY     - 19711027 GOOD             USGS
 JP0623
 JP0623                          STATION DESCRIPTION
 JP0623
 JP0623'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0623'FROM THE POST OFFICE AT ELY, PROCEED 47 MILES SOUTH ALONG U S HIGHWAY
 JP0623'93 TO A T-ROAD EAST TO ATLANTA, THENCE 11.2 MILES EAST TO A Y-ROAD
 JP0623'SOUTHEAST, THENCE 0.5 MILE SOUTHEAST, 3.6 MILES SOUTH OF SHOSHONE, 25
 JP0623'FEET EAST OF THE CENTERLINE OF THE ROAD, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0060 ***********************************************************************
 GR0060  DESIGNATION -  F 160
 GR0060  PID         -  GR0060
 GR0060  STATE/COUNTY-  NV/CLARK
 GR0060  USGS QUAD   -  OVERTON NW (1983)
 GR0060
 GR0060                         *CURRENT SURVEY CONTROL
 GR0060  ___________________________________________________________________
 GR0060* NAD 83(1986)-  36 44 49.     (N)    114 24 29.     (W)     SCALED    
 GR0060* NAVD 88     -       618.404  (meters)    2028.88   (feet)  ADJUSTED  
 GR0060  ___________________________________________________________________
 GR0060  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 GR0060  DYNAMIC HT  -         617.800 (meters)    2026.90  (feet)  COMP
 GR0060  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 GR0060
 GR0060  VERT ORDER  -  FIRST     CLASS I
 GR0060
 GR0060.The horizontal coordinates were scaled from a topographic map and have
 GR0060.an estimated accuracy of +/- 6 seconds.
 GR0060
 GR0060.The orthometric height was determined by differential leveling
 GR0060.and adjusted by the National Geodetic Survey in June 1991..
 GR0060
 GR0060.The geoid height was determined by GEOID03.
 GR0060
 GR0060.The dynamic height is computed by dividing the NAVD 88
 GR0060.geopotential number by the normal gravity value computed on the
 GR0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0060.degrees latitude (g = 980.6199 gals.).
 GR0060
 GR0060.The modeled gravity was interpolated from observed gravity values.
 GR0060
 GR0060;                    North         East    Units  Estimated Accuracy
 GR0060;SPC NV E     - 8,222,190.      304,950.      MT  (+/- 180 meters Scaled)
 GR0060
 GR0060                          SUPERSEDED SURVEY CONTROL
 GR0060
 GR0060  NGVD 29 (??/??/92)  617.710  (m)         2026.60   (f) ADJ UNCH    1 1
 GR0060
 GR0060.Superseded values are not recommended for survey control.
 GR0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0060.See file dsdata.txt to determine how the superseded data were derived.
 GR0060
 GR0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA314699(NAD 83)
 GR0060_MARKER: DB = BENCH MARK DISK
 GR0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0060_STAMPING: F 160 1935
 GR0060_MARK LOGO: CGS   
 GR0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0060+STABILITY: SURFACE MOTION
 GR0060
 GR0060  HISTORY     - Date     Condition        Report By
 GR0060  HISTORY     - 1935     MONUMENTED       CGS
 GR0060  HISTORY     - 1957     GOOD             NGS
 GR0060  HISTORY     - 1979     GOOD             USGS
 GR0060  HISTORY     - 1979     GOOD             USGS
 GR0060  HISTORY     - 1982     GOOD             NGS
 GR0060
 GR0060                          STATION DESCRIPTION
 GR0060
 GR0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0060'19.95 MI W FROM MESQUITE.
 GR0060'19.95 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0060'OFFICE IN MESQUITE, 8.2 MILES EAST AND NORTHEAST OF THE JUNCTION OF
 GR0060'STATE ROUTE 12, 459.2 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 51.4
 GR0060'FEET SOUTH OF THE CENTER LINE OF ABANDONED HIGHWAY 91 AND 3 FEET NORTH
 GR0060'OF A TRIANGULAR CONCRETE POST.  THE DISK IS SET IN A CONCRETE POST
 GR0060'PROJECTING 6 INCHES.
 GR0060
 GR0060                          STATION RECOVERY (1979)
 GR0060
 GR0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0060'INTERSTATE 15 AND EXIT 100 (CARP, ELGIN) 1.8 MILES NE ALONG ABANDONED
 GR0060'HIGHWAY 91. 51 FEET SOUTH OF CENTERLINE OF ROAD. 3 FEET NORTH OF
 GR0060'TRIANGULAR CONCRETE WITNESS POST. A STANDARD USC AND GS TABLET
 GR0060'STAMPED F 160 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GR0060
 GR0060                          STATION RECOVERY (1979)
 GR0060
 GR0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0060'INTERSTATE 15 AND EXIT 100 (CARP, ELGIN) 1.8 MILES NE ALONG ABANDONED
 GR0060'HIGHWAY 91. 51 FEET SOUTH OF CENTERLINE OF ROAD. 3 FEET NORTH OF
 GR0060'TRIANGULAR CONCRETE WITNESS POST. A STANDARD USC AND GS TABLET
 GR0060'STAMPED F 160 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GR0060
 GR0060                          STATION RECOVERY (1982)
 GR0060
 GR0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0060'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0060'11.4 KM (7.1 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR0060'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, THENCE 0.15 KM (0.1
 GR0060'MI) SOUTHEAST ACROSS COUNTRY TO THE OLD ABANDON HIGHWAY, THENCE 6.45
 GR0060'KM (4.05 MI) NORTHEAST ALONG THE OLD HIGHWAY, 0.7 KM (0.45 MI)
 GR0060'NORTHEAST OF THE NORTHEAST END OF A CURVE, 15.8 METERS (52 FT)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0647 ***********************************************************************
 GR0647  DESIGNATION -  F 161
 GR0647  PID         -  GR0647
 GR0647  STATE/COUNTY-  NV/CLARK
 GR0647  USGS QUAD   -  DRY LAKE (1986)
 GR0647
 GR0647                         *CURRENT SURVEY CONTROL
 GR0647  ___________________________________________________________________
 GR0647* NAD 83(1986)-  36 28 29.     (N)    114 49 22.     (W)     SCALED    
 GR0647* NAVD 88     -       637.198  (meters)    2090.54   (feet)  ADJUSTED  
 GR0647  ___________________________________________________________________
 GR0647  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 GR0647  DYNAMIC HT  -         636.564 (meters)    2088.46  (feet)  COMP
 GR0647  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 GR0647
 GR0647  VERT ORDER  -  FIRST     CLASS II
 GR0647
 GR0647.The horizontal coordinates were scaled from a topographic map and have
 GR0647.an estimated accuracy of +/- 6 seconds.
 GR0647
 GR0647.The orthometric height was determined by differential leveling
 GR0647.and adjusted by the National Geodetic Survey in June 1991..
 GR0647
 GR0647.The geoid height was determined by GEOID03.
 GR0647
 GR0647.The dynamic height is computed by dividing the NAVD 88
 GR0647.geopotential number by the normal gravity value computed on the
 GR0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0647.degrees latitude (g = 980.6199 gals.).
 GR0647
 GR0647.The modeled gravity was interpolated from observed gravity values.
 GR0647
 GR0647;                    North         East    Units  Estimated Accuracy
 GR0647;SPC NV E     - 8,191,610.      268,160.      MT  (+/- 180 meters Scaled)
 GR0647
 GR0647                          SUPERSEDED SURVEY CONTROL
 GR0647
 GR0647  NGVD 29 (??/??/92)  636.474  (m)         2088.17   (f) ADJ UNCH    1 2
 GR0647
 GR0647.Superseded values are not recommended for survey control.
 GR0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0647.See file dsdata.txt to determine how the superseded data were derived.
 GR0647
 GR0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA950388(NAD 83)
 GR0647_MARKER: DB = BENCH MARK DISK
 GR0647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0647_SP_SET: ABUTMENT
 GR0647_STAMPING: F 161 1935
 GR0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0647
 GR0647  HISTORY     - Date     Condition        Report By
 GR0647  HISTORY     - 1935     MONUMENTED       CGS
 GR0647  HISTORY     - 1957     GOOD             NGS
 GR0647  HISTORY     - 1971     GOOD             NGS
 GR0647  HISTORY     - 1983     GOOD             NGS
 GR0647
 GR0647                          STATION DESCRIPTION
 GR0647
 GR0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0647'18.7 MI SW FROM MOAPA.
 GR0647'18.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0647'AT MOAPA, IN T 17 S, R 64 E, NORTHWEST CORNER OF SECTION 10, AT BRIDGE
 GR0647'NO. 364.68 OVER U.S. HIGHWAY 91, SET IN TOP OF THE SOUTHEAST END OF
 GR0647'THE WEST CONCRETE ABUTMENT, 5.5 FEET SOUTH OF THE SOUTH RAIL, AND 0.5
 GR0647'FEET LOWER THAN THE TOP OF THE RAIL, 5.5 FEET SOUTH OF THE SOUTH RAIL,
 GR0647'AND 0.5 FEET LOWER THAN THE TOP OF THE RAIL.
 GR0647
 GR0647                          STATION RECOVERY (1971)
 GR0647
 GR0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GR0647'RECOVERED IN GOOD CONDITION.
 GR0647
 GR0647                          STATION RECOVERY (1983)
 GR0647
 GR0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0742 ***********************************************************************
 GR0742  DESIGNATION -  F 162
 GR0742  PID         -  GR0742
 GR0742  STATE/COUNTY-  NV/CLARK
 GR0742  USGS QUAD   -  FARRIER (1969)
 GR0742
 GR0742                         *CURRENT SURVEY CONTROL
 GR0742  ___________________________________________________________________
 GR0742* NAD 83(1986)-  36 46 35.     (N)    114 38 33.     (W)     SCALED    
 GR0742* NAVD 88     -       527.231  (meters)    1729.76   (feet)  ADJUSTED  
 GR0742  ___________________________________________________________________
 GR0742  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 GR0742  DYNAMIC HT  -         526.727 (meters)    1728.10  (feet)  COMP
 GR0742  MODELED GRAV-     979,660.4   (mgal)                       NAVD 88
 GR0742
 GR0742  VERT ORDER  -  FIRST     CLASS I
 GR0742
 GR0742.The horizontal coordinates were scaled from a topographic map and have
 GR0742.an estimated accuracy of +/- 6 seconds.
 GR0742
 GR0742.The orthometric height was determined by differential leveling
 GR0742.and adjusted by the National Geodetic Survey in June 1991..
 GR0742.WARNING-Repeat measurements at this control monument indicate possible
 GR0742.vertical movement.
 GR0742
 GR0742.The geoid height was determined by GEOID03.
 GR0742
 GR0742.The dynamic height is computed by dividing the NAVD 88
 GR0742.geopotential number by the normal gravity value computed on the
 GR0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0742.degrees latitude (g = 980.6199 gals.).
 GR0742
 GR0742.The modeled gravity was interpolated from observed gravity values.
 GR0742
 GR0742;                    North         East    Units  Estimated Accuracy
 GR0742;SPC NV E     - 8,225,230.      283,980.      MT  (+/- 180 meters Scaled)
 GR0742
 GR0742                          SUPERSEDED SURVEY CONTROL
 GR0742
 GR0742  NGVD 29 (??/??/92)  526.558  (m)         1727.55   (f) ADJ UNCH    1 1
 GR0742
 GR0742.Superseded values are not recommended for survey control.
 GR0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0742.See file dsdata.txt to determine how the superseded data were derived.
 GR0742
 GR0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA103726(NAD 83)
 GR0742_MARKER: DB = BENCH MARK DISK
 GR0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0742_SP_SET: CULVERT
 GR0742_STAMPING: F 162 1935
 GR0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0742
 GR0742  HISTORY     - Date     Condition        Report By
 GR0742  HISTORY     - 1935     MONUMENTED       CGS
 GR0742  HISTORY     - 1949     GOOD             NGS
 GR0742  HISTORY     - 1963     GOOD             NGS
 GR0742  HISTORY     - 1981     GOOD             LOCSUR
 GR0742
 GR0742                          STATION DESCRIPTION
 GR0742
 GR0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0742'7.8 MI N FROM MOAPA.
 GR0742'7.8 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0742'MOAPA, ABOUT 154 YARDS SOUTH OF BLOCK SIGNAL 3906, AT A 6-BY 6-FOOT
 GR0742'CONCRETE BOX CULVERT NO. 390.41, IN THE TOP OF THE SOUTH END OF THE
 GR0742'EAST HEAD WALL, 11.4 FEET EAST OF THE EAST RAIL, AND ABOUT 3 FEET
 GR0742'LOWER THAN THE TRACK.
 GR0742
 GR0742                          STATION RECOVERY (1963)
 GR0742
 GR0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0742'RECOVERED IN GOOD CONDITION.
 GR0742
 GR0742                          STATION RECOVERY (1981)
 GR0742
 GR0742'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 GR0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0269 ***********************************************************************
 GR0269  DESIGNATION -  F 163
 GR0269  PID         -  GR0269
 GR0269  STATE/COUNTY-  NV/CLARK
 GR0269  USGS QUAD   -  OVERTON BEACH (1983)
 GR0269
 GR0269                         *CURRENT SURVEY CONTROL
 GR0269  ___________________________________________________________________
 GR0269* NAD 83(1986)-  36 27 49.     (N)    114 16 38.     (W)     SCALED    
 GR0269* NAVD 88     -       478.829  (meters)    1570.96   (feet)  POSTED    
 GR0269  ___________________________________________________________________
 GR0269  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 GR0269  DYNAMIC HT  -         478.360 (meters)    1569.42  (feet)  COMP
 GR0269  MODELED GRAV-     979,645.3   (mgal)                       NAVD 88
 GR0269
 GR0269  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0269
 GR0269.The horizontal coordinates were scaled from a topographic map and have
 GR0269.an estimated accuracy of +/- 6 seconds.
 GR0269
 GR0269.The orthometric height was determined by differential leveling
 GR0269.and adjusted by the National Geodetic Survey in 1992..
 GR0269.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0269.rate of 1.1 thru 2.0 mm/km.
 GR0269
 GR0269.The geoid height was determined by GEOID03.
 GR0269
 GR0269.The dynamic height is computed by dividing the NAVD 88
 GR0269.geopotential number by the normal gravity value computed on the
 GR0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0269.degrees latitude (g = 980.6199 gals.).
 GR0269
 GR0269.The modeled gravity was interpolated from observed gravity values.
 GR0269
 GR0269;                    North         East    Units  Estimated Accuracy
 GR0269;SPC NV E     - 8,190,900.      317,060.      MT  (+/- 180 meters Scaled)
 GR0269
 GR0269                          SUPERSEDED SURVEY CONTROL
 GR0269
 GR0269  NGVD 29 (??/??/92)  478.164  (m)         1568.78   (f) ADJ UNCH    1 1
 GR0269
 GR0269.Superseded values are not recommended for survey control.
 GR0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0269.See file dsdata.txt to determine how the superseded data were derived.
 GR0269
 GR0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA439388(NAD 83)
 GR0269_MARKER: DB = BENCH MARK DISK
 GR0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0269_STAMPING: F 163 1935
 GR0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0269+STABILITY: SURFACE MOTION
 GR0269
 GR0269  HISTORY     - Date     Condition        Report By
 GR0269  HISTORY     - 1935     MONUMENTED       CGS
 GR0269  HISTORY     - 1950     GOOD             NGS
 GR0269  HISTORY     - 1954     GOOD             NGS
 GR0269
 GR0269                          STATION DESCRIPTION
 GR0269
 GR0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0269'36.8 MI S FROM RIVERSIDE.
 GR0269'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0269'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0269'THENCE 9.7 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY
 GR0269'ROAD, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.7 FEET SOUTH OF
 GR0269'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 GR0269'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 GR0269
 GR0269                          STATION RECOVERY (1954)
 GR0269
 GR0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 GR0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0008 ***********************************************************************
 GR0008  DESIGNATION -  F 164
 GR0008  PID         -  GR0008
 GR0008  STATE/COUNTY-  NV/CLARK
 GR0008  USGS QUAD   -  OVERTON (1983)
 GR0008
 GR0008                         *CURRENT SURVEY CONTROL
 GR0008  ___________________________________________________________________
 GR0008* NAD 83(1986)-  36 31 25.     (N)    114 22 49.     (W)     SCALED    
 GR0008* NAVD 88     -       572.737  (meters)    1879.05   (feet)  POSTED    
 GR0008  ___________________________________________________________________
 GR0008  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GR0008  DYNAMIC HT  -         572.170 (meters)    1877.19  (feet)  COMP
 GR0008  MODELED GRAV-     979,623.9   (mgal)                       NAVD 88
 GR0008
 GR0008  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0008
 GR0008.The horizontal coordinates were scaled from a topographic map and have
 GR0008.an estimated accuracy of +/- 6 seconds.
 GR0008
 GR0008.The orthometric height was determined by differential leveling
 GR0008.and adjusted by the National Geodetic Survey in 1992..
 GR0008.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0008.rate of 0.0 thru 1.0 mm/km.
 GR0008
 GR0008.The geoid height was determined by GEOID03.
 GR0008
 GR0008.The dynamic height is computed by dividing the NAVD 88
 GR0008.geopotential number by the normal gravity value computed on the
 GR0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0008.degrees latitude (g = 980.6199 gals.).
 GR0008
 GR0008.The modeled gravity was interpolated from observed gravity values.
 GR0008
 GR0008;                    North         East    Units  Estimated Accuracy
 GR0008;SPC NV E     - 8,197,440.      307,740.      MT  (+/- 180 meters Scaled)
 GR0008
 GR0008                          SUPERSEDED SURVEY CONTROL
 GR0008
 GR0008  NGVD 29 (??/??/92)  572.080  (m)         1876.90   (f) ADJ UNCH    1 1
 GR0008
 GR0008.Superseded values are not recommended for survey control.
 GR0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0008.See file dsdata.txt to determine how the superseded data were derived.
 GR0008
 GR0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA345452(NAD 83)
 GR0008_MARKER: DB = BENCH MARK DISK
 GR0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0008_STAMPING: F 164 1935
 GR0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0008+STABILITY: SURFACE MOTION
 GR0008
 GR0008  HISTORY     - Date     Condition        Report By
 GR0008  HISTORY     - 1935     MONUMENTED       CGS
 GR0008  HISTORY     - 1950     GOOD             NGS
 GR0008  HISTORY     - 1970     GOOD             NGS
 GR0008  HISTORY     - 1979     GOOD             USGS
 GR0008
 GR0008                          STATION DESCRIPTION
 GR0008
 GR0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0008'8.7 MI E FROM OVERTON.
 GR0008'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT OVERTON,
 GR0008'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3 MILES NORTH
 GR0008'ALONG A GRADED ROAD, THENCE 2.7 MILES NORTHEAST ALONG A TRACK ROAD,
 GR0008'THENCE 4.4 MILES SOUTHEAST ACROSS MORMON MESA, ABOUT 0.5 MILE
 GR0008'NORTHEAST OF THE WEST RIM, 2.3 FEET SOUTH OF A WITNESS POST, AND SET
 GR0008'IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 GR0008
 GR0008                          STATION RECOVERY (1970)
 GR0008
 GR0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GR0008'RECOVERED IN GOOD CONDITION.
 GR0008
 GR0008                          STATION RECOVERY (1979)
 GR0008
 GR0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0008'OVERTON POST OFFICE, 4 MI NORTH AND EAST ALONG ROAD TO MORMON MESA.
 GR0008'THENCE 4.9 MI SE ALONG TRACK RD ON MORMON MESA, 7 FT E OF CENTER LINE
 GR0008'OF TRACK RD, 2.3 FT SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GR0008'CONCRETE POST. STANDARD TABLET STAMPED F 164 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0009 ***********************************************************************
 FS0009  DESIGNATION -  F 167 RESET
 FS0009  PID         -  FS0009
 FS0009  STATE/COUNTY-  NV/CLARK
 FS0009  USGS QUAD   -  BOULDER CITY NW (1983)
 FS0009
 FS0009                         *CURRENT SURVEY CONTROL
 FS0009  ___________________________________________________________________
 FS0009* NAD 83(1986)-  35 58 02.     (N)    114 53 31.     (W)     SCALED    
 FS0009* NAVD 88     -       713.996  (meters)    2342.50   (feet)  POSTED    
 FS0009  ___________________________________________________________________
 FS0009  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FS0009  DYNAMIC HT  -         713.260 (meters)    2340.09  (feet)  COMP
 FS0009  MODELED GRAV-     979,571.5   (mgal)                       NAVD 88
 FS0009
 FS0009  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0009
 FS0009.The horizontal coordinates were scaled from a topographic map and have
 FS0009.an estimated accuracy of +/- 6 seconds.
 FS0009
 FS0009.The orthometric height was determined by differential leveling
 FS0009.and adjusted by the National Geodetic Survey in 1992..
 FS0009.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0009.rate of 0.0 thru 1.0 mm/km.
 FS0009
 FS0009.The geoid height was determined by GEOID03.
 FS0009
 FS0009.The dynamic height is computed by dividing the NAVD 88
 FS0009.geopotential number by the normal gravity value computed on the
 FS0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0009.degrees latitude (g = 980.6199 gals.).
 FS0009
 FS0009.The modeled gravity was interpolated from observed gravity values.
 FS0009
 FS0009;                    North         East    Units  Estimated Accuracy
 FS0009;SPC NV E     - 8,135,260.      262,360.      MT  (+/- 180 meters Scaled)
 FS0009
 FS0009                          SUPERSEDED SURVEY CONTROL
 FS0009
 FS0009  NGVD 29 (??/??/92)  713.286  (m)         2340.17   (f) ADJ UNCH    1 1
 FS0009
 FS0009.Superseded values are not recommended for survey control.
 FS0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0009.See file dsdata.txt to determine how the superseded data were derived.
 FS0009
 FS0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV900823(NAD 83)
 FS0009_MARKER: DB = BENCH MARK DISK
 FS0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0009_STAMPING: F 167 RESET 1949
 FS0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0009+STABILITY: SURFACE MOTION
 FS0009
 FS0009  HISTORY     - Date     Condition        Report By
 FS0009  HISTORY     - 1949     MONUMENTED       NVDH
 FS0009  HISTORY     - 1950     GOOD             NGS
 FS0009  HISTORY     - 1963     GOOD             NGS
 FS0009  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0009
 FS0009                          STATION DESCRIPTION
 FS0009
 FS0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0009'1.1 MI E FROM ALUNITE.
 FS0009'1.1 MILES EAST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0009'U.S. HIGHWAY 95 AT ALUNITE, ABOUT 133 YARDS SOUTH OF AND
 FS0009'ACROSS THE HIGHWAY FROM THE EAST END OF RAILROAD TRESTLE 19.72,
 FS0009'186 FEET EAST OF THE EAST END OF THE SOUTH HEAD WALL OF A
 FS0009'3- BY 5-FOOT CONCRETE BOX CULVERT, 58 FEET SOUTH OF THE CENTER LINE
 FS0009'OF THE SOUTH LANE, 3.6 FEET NORTH OF A WITNESS POST, ABOUT
 FS0009'3 1/2 FEET LOWER THAN THE SOUTH LANE, AND SET IN THE TOP OF A
 FS0009'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 FS0009
 FS0009                          STATION RECOVERY (1963)
 FS0009
 FS0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0009'RECOVERED IN GOOD CONDITION.
 FS0009
 FS0009                          STATION RECOVERY (1981)
 FS0009
 FS0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0009'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0539 ***********************************************************************
 GR0539  DESIGNATION -  F 168
 GR0539  PID         -  GR0539
 GR0539  STATE/COUNTY-  NV/CLARK
 GR0539  USGS QUAD   -  BOULDER BEACH (1970)
 GR0539
 GR0539                         *CURRENT SURVEY CONTROL
 GR0539  ___________________________________________________________________
 GR0539* NAD 83(1986)-  36 00 54.     (N)    114 45 38.     (W)     SCALED    
 GR0539* NAVD 88     -       494.793  (meters)    1623.33   (feet)  ADJUSTED  
 GR0539  ___________________________________________________________________
 GR0539  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0539  DYNAMIC HT  -         494.301 (meters)    1621.72  (feet)  COMP
 GR0539  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 GR0539
 GR0539  VERT ORDER  -  FIRST     CLASS I
 GR0539
 GR0539.The horizontal coordinates were scaled from a topographic map and have
 GR0539.an estimated accuracy of +/- 6 seconds.
 GR0539
 GR0539.The orthometric height was determined by differential leveling
 GR0539.and adjusted by the National Geodetic Survey in June 1991..
 GR0539
 GR0539.The geoid height was determined by GEOID03.
 GR0539
 GR0539.The dynamic height is computed by dividing the NAVD 88
 GR0539.geopotential number by the normal gravity value computed on the
 GR0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0539.degrees latitude (g = 980.6199 gals.).
 GR0539
 GR0539.The modeled gravity was interpolated from observed gravity values.
 GR0539
 GR0539;                    North         East    Units  Estimated Accuracy
 GR0539;SPC NV E     - 8,140,650.      274,160.      MT  (+/- 180 meters Scaled)
 GR0539
 GR0539                          SUPERSEDED SURVEY CONTROL
 GR0539
 GR0539  NGVD 29 (??/??/92)  494.098  (m)         1621.05   (f) ADJ UNCH    1 1
 GR0539
 GR0539.Superseded values are not recommended for survey control.
 GR0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0539.See file dsdata.txt to determine how the superseded data were derived.
 GR0539
 GR0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV018879(NAD 83)
 GR0539_MARKER: DB = BENCH MARK DISK
 GR0539_SETTING: 66 = SET IN ROCK OUTCROP
 GR0539_SP_SET: CUT BANK
 GR0539_STAMPING: F 168 1935
 GR0539_MARK LOGO: CGS   
 GR0539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0539+STABILITY: POSITION/ELEVATION WELL
 GR0539
 GR0539  HISTORY     - Date     Condition        Report By
 GR0539  HISTORY     - 1935     MONUMENTED       CGS
 GR0539  HISTORY     - 1950     GOOD             NGS
 GR0539  HISTORY     - 1963     GOOD             NGS
 GR0539  HISTORY     - 1981     GOOD             NGS
 GR0539  HISTORY     - 19961102 GOOD             USPSQD
 GR0539
 GR0539                          STATION DESCRIPTION
 GR0539
 GR0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0539'1.9 MI W FROM HOOVER DAM.
 GR0539'1.9 MILES WEST ALONG U.S. HIGHWAY 93 FROM THE NORTHWEST (NEVADA) END
 GR0539'OF HOOVER DAM, 125 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A
 GR0539'TRIANGLE FORMED BY THE Y JUNCTION OF A SURFACED ROAD LEADING NORTH TO
 GR0539'LAKE VIEW POINT, SET VERTICALLY IN A ROCK BANK, 16 FEET WEST OF THE
 GR0539'CENTER LINE OF THE ROAD, ABOUT 2 FEET HIGHER THAN THE ROAD, AND MARKED
 GR0539'BY THE WHITE PAINTED LETTERS B M.
 GR0539
 GR0539                          STATION RECOVERY (1963)
 GR0539
 GR0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0539'RECOVERED IN GOOD CONDITION.
 GR0539
 GR0539                          STATION RECOVERY (1981)
 GR0539
 GR0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0539'RECOVERED IN GOOD CONDITION.
 GR0539
 GR0539                          STATION RECOVERY (1996)
 GR0539
 GR0539'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0075 ***********************************************************************
 GS0075  DESIGNATION -  F 17
 GS0075  PID         -  GS0075
 GS0075  STATE/COUNTY-  NV/NYE
 GS0075  USGS QUAD   -  SPECTER RANGE SW (1984)
 GS0075
 GS0075                         *CURRENT SURVEY CONTROL
 GS0075  ___________________________________________________________________
 GS0075* NAD 83(1986)-  36 34 15.     (N)    116 09 31.     (W)     SCALED    
 GS0075* NAVD 88     -       847.393  (meters)    2780.16   (feet)  POSTED    
 GS0075  ___________________________________________________________________
 GS0075  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 GS0075  DYNAMIC HT  -         846.520 (meters)    2777.29  (feet)  COMP
 GS0075  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 GS0075
 GS0075  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GS0075
 GS0075.The horizontal coordinates were scaled from a topographic map and have
 GS0075.an estimated accuracy of +/- 6 seconds.
 GS0075
 GS0075.The orthometric height was determined by differential leveling
 GS0075.and adjusted by the National Geodetic Survey in 1992..
 GS0075.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GS0075.rate of 0.0 thru 1.0 mm/km.
 GS0075
 GS0075.The geoid height was determined by GEOID03.
 GS0075
 GS0075.The dynamic height is computed by dividing the NAVD 88
 GS0075.geopotential number by the normal gravity value computed on the
 GS0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0075.degrees latitude (g = 980.6199 gals.).
 GS0075
 GS0075.The modeled gravity was interpolated from observed gravity values.
 GS0075
 GS0075;                    North         East    Units  Estimated Accuracy
 GS0075;SPC NV C     - 6,202,130.      545,470.      MT  (+/- 180 meters Scaled)
 GS0075
 GS0075                          SUPERSEDED SURVEY CONTROL
 GS0075
 GS0075  NGVD 29 (??/??/??)  846.592  (m)         2777.53   (f) ADJUSTED    1 2
 GS0075
 GS0075.Superseded values are not recommended for survey control.
 GS0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0075.See file dsdata.txt to determine how the superseded data were derived.
 GS0075
 GS0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA752475(NAD 83)
 GS0075_MARKER: DB = BENCH MARK DISK
 GS0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GS0075_SP_SET: DERRICK FOOTING
 GS0075_STAMPING: 2777.527
 GS0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0075
 GS0075  HISTORY     - Date     Condition        Report By
 GS0075  HISTORY     - UNK      MONUMENTED       CGS
 GS0075  HISTORY     - 1954     GOOD             NGS
 GS0075  HISTORY     - 1981     MARK NOT FOUND   USGS
 GS0075
 GS0075                          STATION DESCRIPTION
 GS0075
 GS0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GS0075'14.5 MI E FROM LATHROP WELLS.
 GS0075'14.5 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF THE
 GS0075'Y JUNCTION OF STATE HIGHWAY 29 AT LATHROP WELLS, 2.1 MILES
 GS0075'WEST OF THE INTERSECTION OF U.S. HIGHWAY 95 AT THE STATE HIGHWAY
 GS0075'LEADING SOUTH TO JOHNNIE (HIGHWAY 16) AT THE SITE OF THE OLD TOWN
 GS0075'OF AMARGOSA, 37.3 FEET NORTH OF THE CENTER OF THE HIGHWAY, IN
 GS0075'THE SOUTHWEST FOOTING OF AN ABANDONED WELL DERRICK, A STANDARD
 GS0075'BENCH MARK DISK.  NOTE-- THIS MARK WAS ORIGINALLY DESCRIBED AS
 GS0075'BEING ABOUT 31 MILES NORTHWEST OF INDIAN SPRINGS.
 GS0075
 GS0075                          STATION RECOVERY (1981)
 GS0075
 GS0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GS0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0370 ***********************************************************************
 LQ0370  DESIGNATION -  F 17
 LQ0370  PID         -  LQ0370
 LQ0370  STATE/COUNTY-  NV/ELKO
 LQ0370  USGS QUAD   -  JIGGS (1985)
 LQ0370
 LQ0370                         *CURRENT SURVEY CONTROL
 LQ0370  ___________________________________________________________________
 LQ0370* NAD 83(1986)-  40 25 12.     (N)    115 43 47.     (W)     SCALED    
 LQ0370* NAVD 88     -      1670.135  (meters)    5479.43   (feet)  ADJUSTED  
 LQ0370  ___________________________________________________________________
 LQ0370  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 LQ0370  DYNAMIC HT  -        1668.632 (meters)    5474.50  (feet)  COMP
 LQ0370  MODELED GRAV-     979,666.7   (mgal)                       NAVD 88
 LQ0370
 LQ0370  VERT ORDER  -  SECOND    CLASS 0
 LQ0370
 LQ0370.The horizontal coordinates were scaled from a topographic map and have
 LQ0370.an estimated accuracy of +/- 6 seconds.
 LQ0370
 LQ0370.The orthometric height was determined by differential leveling
 LQ0370.and adjusted by the National Geodetic Survey in June 1991..
 LQ0370
 LQ0370.The geoid height was determined by GEOID03.
 LQ0370
 LQ0370.The dynamic height is computed by dividing the NAVD 88
 LQ0370.geopotential number by the normal gravity value computed on the
 LQ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0370.degrees latitude (g = 980.6199 gals.).
 LQ0370
 LQ0370.The modeled gravity was interpolated from observed gravity values.
 LQ0370
 LQ0370;                    North         East    Units  Estimated Accuracy
 LQ0370;SPC NV E     - 8,629,250.      187,580.      MT  (+/- 180 meters Scaled)
 LQ0370
 LQ0370                          SUPERSEDED SURVEY CONTROL
 LQ0370
 LQ0370  NGVD 29 (??/??/92) 1669.01   (m)         5475.7    (f) COMPUTED    2 0
 LQ0370
 LQ0370.Superseded values are not recommended for survey control.
 LQ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0370.See file dsdata.txt to determine how the superseded data were derived.
 LQ0370
 LQ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE077751(NAD 83)
 LQ0370_MARKER: DD = SURVEY DISK
 LQ0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0370_STAMPING: F 17 5475 1963
 LQ0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0370+STABILITY: SURFACE MOTION
 LQ0370
 LQ0370  HISTORY     - Date     Condition        Report By
 LQ0370  HISTORY     - 1963     MONUMENTED       USGS
 LQ0370  HISTORY     - 1963     GOOD             NGS
 LQ0370
 LQ0370                          STATION DESCRIPTION
 LQ0370
 LQ0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LQ0370'3.85 MI W FROM JIGGS.
 LQ0370'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0370'JIGGS, THENCE 3.55 MILES WEST ALONG THE LITTLE PORTER CREEK ROAD, AT
 LQ0370'THE INTERSECTION OF A NORTH-SOUTH DIRT ROAD, 20 FEET NORTH OF THE
 LQ0370'CENTER LINE OF THE LINE ROAD, 16 FEET WEST OF THE CENTER LINE OF THE
 LQ0370'ROAD NORTH, 1/2 FOOT HIGHER THAN THE ROADS AND IN THE TOP OF A
 LQ0370'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1095 ***********************************************************************
 GR1095  DESIGNATION -  F 170
 GR1095  PID         -  GR1095
 GR1095  STATE/COUNTY-  NV/CLARK
 GR1095  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1095
 GR1095                         *CURRENT SURVEY CONTROL
 GR1095  ___________________________________________________________________
 GR1095* NAD 83(1986)-  36 01 29.     (N)    115 13 37.     (W)     SCALED    
 GR1095* NAVD 88     -       754.692  (meters)    2476.02   (feet)  ADJUSTED  
 GR1095  ___________________________________________________________________
 GR1095  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GR1095  DYNAMIC HT  -         753.908 (meters)    2473.45  (feet)  COMP
 GR1095  MODELED GRAV-     979,568.7   (mgal)                       NAVD 88
 GR1095
 GR1095  VERT ORDER  -  FIRST     CLASS II
 GR1095
 GR1095.The horizontal coordinates were scaled from a topographic map and have
 GR1095.an estimated accuracy of +/- 6 seconds.
 GR1095
 GR1095.The orthometric height was determined by differential leveling
 GR1095.and adjusted by the National Geodetic Survey in June 1991..
 GR1095
 GR1095.The geoid height was determined by GEOID03.
 GR1095
 GR1095.The dynamic height is computed by dividing the NAVD 88
 GR1095.geopotential number by the normal gravity value computed on the
 GR1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1095.degrees latitude (g = 980.6199 gals.).
 GR1095
 GR1095.The modeled gravity was interpolated from observed gravity values.
 GR1095
 GR1095;                    North         East    Units  Estimated Accuracy
 GR1095;SPC NV E     - 8,141,470.      232,120.      MT  (+/- 180 meters Scaled)
 GR1095
 GR1095                          SUPERSEDED SURVEY CONTROL
 GR1095
 GR1095  NGVD 29 (??/??/92)  753.963  (m)         2473.63   (f) ADJ UNCH    1 2
 GR1095
 GR1095.Superseded values are not recommended for survey control.
 GR1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1095.See file dsdata.txt to determine how the superseded data were derived.
 GR1095
 GR1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV597881(NAD 83)
 GR1095_MARKER: DB = BENCH MARK DISK
 GR1095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR1095_SP_SET: CULVERT
 GR1095_STAMPING: F 170 1935
 GR1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1095
 GR1095  HISTORY     - Date     Condition        Report By
 GR1095  HISTORY     - 1935     MONUMENTED       CGS
 GR1095  HISTORY     - 1957     GOOD             NGS
 GR1095  HISTORY     - 1963     GOOD             NGS
 GR1095  HISTORY     - 1980     GOOD             NGS
 GR1095  HISTORY     - 19961123 MARK NOT FOUND   USPSQD
 GR1095
 GR1095                          STATION DESCRIPTION
 GR1095
 GR1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR1095'11.2 MI S FROM LAS VEGAS.
 GR1095'11.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1095'LAS VEGAS, IN T 22 S, R 60 E, NORTHEAST 1/4 CORNER OF SECTION 23,
 GR1095'ABOUT 0.55 MILE NORTH OF THE STATION HOUSE AT ARDEN, ABOUT 7 RAILS
 GR1095'SOUTH OF AN OILED ROAD CROSSING, 3 POLES NORTH OF MILEPOST 323, AT
 GR1095'TWIN 36 INCH CONCRETE PIPE CULVERT NO. 323.11 SET IN TOP OF THE NORTH
 GR1095'END OF THE EAST HEADWALL 10 FEET EAST OF THE EAST RAIL, AND ABOUT 4
 GR1095'FEET LOWER THAN THE TOP OF THE RAIL.
 GR1095
 GR1095                          STATION RECOVERY (1963)
 GR1095
 GR1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR1095'RECOVERED IN GOOD CONDITION.
 GR1095
 GR1095                          STATION RECOVERY (1980)
 GR1095
 GR1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1095'RECOVERED IN GOOD CONDITION.
 GR1095
 GR1095                          STATION RECOVERY (1996)
 GR1095
 GR1095'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0620 ***********************************************************************
 GR0620  DESIGNATION -  F 171
 GR0620  PID         -  GR0620
 GR0620  STATE/COUNTY-  NV/CLARK
 GR0620  USGS QUAD   -  APEX (1986)
 GR0620
 GR0620                         *CURRENT SURVEY CONTROL
 GR0620  ___________________________________________________________________
 GR0620* NAD 83(1986)-  36 18 38.     (N)    114 58 11.     (W)     SCALED    
 GR0620* NAVD 88     -       713.718  (meters)    2341.59   (feet)  ADJUSTED  
 GR0620  ___________________________________________________________________
 GR0620  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GR0620  DYNAMIC HT  -         712.999 (meters)    2339.23  (feet)  COMP
 GR0620  MODELED GRAV-     979,601.4   (mgal)                       NAVD 88
 GR0620  OBS GRAVITY -     979,600.6   (mgal)                       GRAV_OBS
 GR0620
 GR0620  VERT ORDER  -  FIRST     CLASS I
 GR0620
 GR0620.The horizontal coordinates were scaled from a topographic map and have
 GR0620.an estimated accuracy of +/- 6 seconds.
 GR0620
 GR0620.The orthometric height was determined by differential leveling
 GR0620.and adjusted by the National Geodetic Survey in June 1991..
 GR0620
 GR0620.The geoid height was determined by GEOID03.
 GR0620
 GR0620.The dynamic height is computed by dividing the NAVD 88
 GR0620.geopotential number by the normal gravity value computed on the
 GR0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0620.degrees latitude (g = 980.6199 gals.).
 GR0620
 GR0620.The modeled gravity was interpolated from observed gravity values.
 GR0620.The observed gravity was obtained from relative gravimeter ties
 GR0620.to the IGSN71 gravity network.
 GR0620
 GR0620;                    North         East    Units  Estimated Accuracy
 GR0620;SPC NV E     - 8,173,300.      255,100.      MT  (+/- 180 meters Scaled)
 GR0620
 GR0620                          SUPERSEDED SURVEY CONTROL
 GR0620
 GR0620  NGVD 29 (??/??/92)  712.986  (m)         2339.19   (f) ADJ UNCH    1 1
 GR0620
 GR0620.Superseded values are not recommended for survey control.
 GR0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0620.See file dsdata.txt to determine how the superseded data were derived.
 GR0620
 GR0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA822203(NAD 83)
 GR0620_MARKER: DB = BENCH MARK DISK
 GR0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0620_SP_SET: CULVERT
 GR0620_STAMPING: F 171 1935
 GR0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0620
 GR0620  HISTORY     - Date     Condition        Report By
 GR0620  HISTORY     - 1935     MONUMENTED       CGS
 GR0620  HISTORY     - 1950     GOOD             NGS
 GR0620  HISTORY     - 1963     GOOD             NGS
 GR0620  HISTORY     - 1980     GOOD             NGS
 GR0620
 GR0620                          STATION DESCRIPTION
 GR0620
 GR0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0620'15.2 MI NE FROM LAS VEGAS.
 GR0620'15.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0620'AT LAS VEGAS, AT THE SOUTHWEST END OF A SHORT CUT, ABOUT 42 YARDS
 GR0620'SOUTH OF AND ACROSS THE TRACKS FROM MILEPOLE 349, AT A DOUBLE 30-INCH
 GR0620'CONCRETE PIPE CULVERT NO. 348.98, IN THE TOP OF THE SOUTHWEST END OF
 GR0620'THE SOUTHEAST CONCRETE HEAD WALL, 12.8 FEET SOUTHEAST OF THE SOUTHEAST
 GR0620'RAIL, AND ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.
 GR0620
 GR0620                          STATION RECOVERY (1963)
 GR0620
 GR0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0620'RECOVERED IN GOOD CONDITION.
 GR0620
 GR0620                          STATION RECOVERY (1980)
 GR0620
 GR0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0495 ***********************************************************************
 GR0495  DESIGNATION -  F 172
 GR0495  PID         -  GR0495
 GR0495  STATE/COUNTY-  NV/CLARK
 GR0495  USGS QUAD   -  BOULDER CANYON (1983)
 GR0495
 GR0495                         *CURRENT SURVEY CONTROL
 GR0495  ___________________________________________________________________
 GR0495* NAD 83(1986)-  36 11 35.     (N)    114 34 24.     (W)     SCALED    
 GR0495* NAVD 88     -       477.240  (meters)    1565.74   (feet)  POSTED    
 GR0495  ___________________________________________________________________
 GR0495  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 GR0495  DYNAMIC HT  -         476.780 (meters)    1564.24  (feet)  COMP
 GR0495  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 GR0495
 GR0495  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0495
 GR0495.The horizontal coordinates were scaled from a topographic map and have
 GR0495.an estimated accuracy of +/- 6 seconds.
 GR0495
 GR0495.The orthometric height was determined by differential leveling
 GR0495.and adjusted by the National Geodetic Survey in 1992..
 GR0495.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0495.rate of 0.0 thru 1.0 mm/km.
 GR0495
 GR0495.The geoid height was determined by GEOID03.
 GR0495
 GR0495.The dynamic height is computed by dividing the NAVD 88
 GR0495.geopotential number by the normal gravity value computed on the
 GR0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0495.degrees latitude (g = 980.6199 gals.).
 GR0495
 GR0495.The modeled gravity was interpolated from observed gravity values.
 GR0495
 GR0495;                    North         East    Units  Estimated Accuracy
 GR0495;SPC NV E     - 8,160,560.      290,840.      MT  (+/- 180 meters Scaled)
 GR0495
 GR0495                          SUPERSEDED SURVEY CONTROL
 GR0495
 GR0495  NGVD 29 (??/??/92)  476.556  (m)         1563.50   (f) ADJ UNCH    1 1
 GR0495
 GR0495.Superseded values are not recommended for survey control.
 GR0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0495.See file dsdata.txt to determine how the superseded data were derived.
 GR0495
 GR0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA181080(NAD 83)
 GR0495_MARKER: DB = BENCH MARK DISK
 GR0495_SETTING: 66 = SET IN ROCK OUTCROP
 GR0495_SP_SET: WHITE OUTCROP
 GR0495_STAMPING: F 172 1935
 GR0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0495+STABILITY: POSITION/ELEVATION WELL
 GR0495
 GR0495  HISTORY     - Date     Condition        Report By
 GR0495  HISTORY     - 1935     MONUMENTED       CGS
 GR0495  HISTORY     - 1950     GOOD             NGS
 GR0495  HISTORY     - 1963     GOOD             NGS
 GR0495
 GR0495                          STATION DESCRIPTION
 GR0495
 GR0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0495'2.0 MI NW FROM MOUTH OF BOULDER WASH.
 GR0495'2.0 MILES NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0495'WASH, IN BOULDER WASH, IN THE BASE OF A PROMINENT WHITE OUTCROP ON THE
 GR0495'SOUTHWEST SIDE OF THE WASH, 24 FEET NORTHEAST OF THE SOUTHWEST BANK OF
 GR0495'THE WASH, ABOUT 1 FOOT HIGHER THAN THE BED OF THE WASH, AND MARKED BY
 GR0495'THE WHITE PAINTED LETTERS BM.  NOTE-- THERE IS NO REMAINING DEFINITE
 GR0495'ROAD AT THIS POINT.
 GR0495
 GR0495                          STATION RECOVERY (1963)
 GR0495
 GR0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0580 ***********************************************************************
 GR0580  DESIGNATION -  F 174
 GR0580  PID         -  GR0580
 GR0580  STATE/COUNTY-  NV/CLARK
 GR0580  USGS QUAD   -  HOOVER DAM (1997)
 GR0580
 GR0580                         *CURRENT SURVEY CONTROL
 GR0580  ___________________________________________________________________
 GR0580* NAD 83(1986)-  36 00 59.     (N)    114 44 18.     (W)     SCALED    
 GR0580* NAVD 88     -       376.377  (meters)    1234.83   (feet)  ADJUSTED  
 GR0580  ___________________________________________________________________
 GR0580  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0580  DYNAMIC HT  -         376.008 (meters)    1233.62  (feet)  COMP
 GR0580  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 GR0580
 GR0580  VERT ORDER  -  FIRST     CLASS I
 GR0580
 GR0580.The horizontal coordinates were scaled from a topographic map and have
 GR0580.an estimated accuracy of +/- 6 seconds.
 GR0580
 GR0580.The orthometric height was determined by differential leveling
 GR0580.and adjusted by the National Geodetic Survey in June 1991..
 GR0580
 GR0580.The geoid height was determined by GEOID03.
 GR0580
 GR0580.The dynamic height is computed by dividing the NAVD 88
 GR0580.geopotential number by the normal gravity value computed on the
 GR0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0580.degrees latitude (g = 980.6199 gals.).
 GR0580
 GR0580.The modeled gravity was interpolated from observed gravity values.
 GR0580
 GR0580;                    North         East    Units  Estimated Accuracy
 GR0580;SPC NV E     - 8,140,820.      276,170.      MT  (+/- 180 meters Scaled)
 GR0580
 GR0580                          SUPERSEDED SURVEY CONTROL
 GR0580
 GR0580  NGVD 29 (??/??/92)  375.660  (m)         1232.48   (f) ADJ UNCH    1 1
 GR0580
 GR0580.Superseded values are not recommended for survey control.
 GR0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0580.See file dsdata.txt to determine how the superseded data were derived.
 GR0580
 GR0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV038881(NAD 83)
 GR0580_MARKER: DB = BENCH MARK DISK
 GR0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0580_SP_SET: SIDEWALK
 GR0580_STAMPING: F 174 1935
 GR0580_MARK LOGO: CGS   
 GR0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0580
 GR0580  HISTORY     - Date     Condition        Report By
 GR0580  HISTORY     - 1935     MONUMENTED       CGS
 GR0580  HISTORY     - 1950     GOOD             NGS
 GR0580  HISTORY     - 1963     GOOD             NGS
 GR0580  HISTORY     - 1981     GOOD             NGS
 GR0580  HISTORY     - 1990     GOOD             USPSQD
 GR0580  HISTORY     - 1990     GOOD             USPSQD
 GR0580  HISTORY     - 19961102 GOOD             USPSQD
 GR0580  HISTORY     - 20041204 GOOD             USPSQD
 GR0580  HISTORY     - 20060404 GOOD             USPSQD
 GR0580
 GR0580                          STATION DESCRIPTION
 GR0580
 GR0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0580'IN HOOVER DAM.
 GR0580'ON TOP OF HOOVER DAM, ABOUT 75 YARDS EAST OF THE NORTHWEST (NEVADA)
 GR0580'END, DIRECTLY ACROSS THE ROADWAY FROM THE NEVADA REST ROOM TOWER, NEAR
 GR0580'THE NORTH (UPSTREAM) SIDE OF BLOCK Q, IN THE TOP OF THE SOUTH EDGE OF
 GR0580'THE NORTH SIDEWALK, AND 3.4 FEET SOUTH OF THE NORTH CONCRETE GUARD
 GR0580'RAIL.
 GR0580
 GR0580                          STATION RECOVERY (1963)
 GR0580
 GR0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0580'RECOVERED IN GOOD CONDITION.
 GR0580
 GR0580                          STATION RECOVERY (1981)
 GR0580
 GR0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0580'RECOVERED IN GOOD CONDITION.
 GR0580
 GR0580                          STATION RECOVERY (1990)
 GR0580
 GR0580'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0580'RECOVERED IN GOOD CONDITION.
 GR0580
 GR0580                          STATION RECOVERY (1990)
 GR0580
 GR0580'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0580'RECOVERED IN GOOD CONDITION.
 GR0580
 GR0580                          STATION RECOVERY (1996)
 GR0580
 GR0580'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0580'RECOVERED IN GOOD CONDITION.
 GR0580
 GR0580                          STATION RECOVERY (2004)
 GR0580
 GR0580'RECOVERY NOTE BY US POWER SQUADRON 2004
 GR0580'RECOVERED IN GOOD CONDITION.
 GR0580
 GR0580                          STATION RECOVERY (2006)
 GR0580
 GR0580'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 GR0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0346 ***********************************************************************
 GR0346  DESIGNATION -  F 175
 GR0346  PID         -  GR0346
 GR0346  STATE/COUNTY-  NV/CLARK
 GR0346  USGS QUAD   -  GOLD BUTTE (1984)
 GR0346
 GR0346                         *CURRENT SURVEY CONTROL
 GR0346  ___________________________________________________________________
 GR0346* NAD 83(1986)-  36 15 55.     (N)    114 13 56.     (W)     SCALED    
 GR0346* NAVD 88     -      1061.187  (meters)    3481.58   (feet)  POSTED    
 GR0346  ___________________________________________________________________
 GR0346  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 GR0346  DYNAMIC HT  -        1060.080 (meters)    3477.95  (feet)  COMP
 GR0346  MODELED GRAV-     979,551.5   (mgal)                       NAVD 88
 GR0346
 GR0346  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0346
 GR0346.The horizontal coordinates were scaled from a topographic map and have
 GR0346.an estimated accuracy of +/- 6 seconds.
 GR0346
 GR0346.The orthometric height was determined by differential leveling
 GR0346.and adjusted by the National Geodetic Survey in 1992..
 GR0346.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0346.rate of 0.0 thru 1.0 mm/km.
 GR0346
 GR0346.The geoid height was determined by GEOID03.
 GR0346
 GR0346.The dynamic height is computed by dividing the NAVD 88
 GR0346.geopotential number by the normal gravity value computed on the
 GR0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0346.degrees latitude (g = 980.6199 gals.).
 GR0346
 GR0346.The modeled gravity was interpolated from observed gravity values.
 GR0346
 GR0346;                    North         East    Units  Estimated Accuracy
 GR0346;SPC NV E     - 8,168,950.      321,400.      MT  (+/- 180 meters Scaled)
 GR0346
 GR0346                          SUPERSEDED SURVEY CONTROL
 GR0346
 GR0346  NGVD 29 (??/??/92) 1060.464  (m)         3479.21   (f) ADJ UNCH    1 1
 GR0346
 GR0346.Superseded values are not recommended for survey control.
 GR0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0346.See file dsdata.txt to determine how the superseded data were derived.
 GR0346
 GR0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA486169(NAD 83)
 GR0346_MARKER: DB = BENCH MARK DISK
 GR0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0346_STAMPING: F 175 1935
 GR0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0346+STABILITY: SURFACE MOTION
 GR0346
 GR0346  HISTORY     - Date     Condition        Report By
 GR0346  HISTORY     - 1935     MONUMENTED       CGS
 GR0346  HISTORY     - 1950     GOOD             NGS
 GR0346
 GR0346                          STATION DESCRIPTION
 GR0346
 GR0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0346'2.2 MI SW FROM GOLD BUTTE RANCHHOUSE.
 GR0346'2.2 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE GOLD BUTTE RANCHHOUSE,
 GR0346'0.3 MILE WEST OF A POINT WHERE THE ROAD CROSSES A WASH, 192 FEET NORTH
 GR0346'OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTH OF THE TOP OF THE SOUTH
 GR0346'BANK OF A DEEP WASH, 23 1/2 FEET NORTHWEST OF THE CENTER LINE OF AN
 GR0346'ABANDONED ROAD, 2.8 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET
 GR0346'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GR0346'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0217 ***********************************************************************
 HQ0217  DESIGNATION -  F 179
 HQ0217  PID         -  HQ0217
 HQ0217  STATE/COUNTY-  NV/ESMERALDA
 HQ0217  USGS QUAD   -  SILVER PEAK (1987)
 HQ0217
 HQ0217                         *CURRENT SURVEY CONTROL
 HQ0217  ___________________________________________________________________
 HQ0217* NAD 83(1986)-  37 45 48.     (N)    117 38 01.     (W)     SCALED    
 HQ0217* NAVD 88     -      1308.113  (meters)    4291.70   (feet)  ADJUSTED  
 HQ0217  ___________________________________________________________________
 HQ0217  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 HQ0217  DYNAMIC HT  -        1306.721 (meters)    4287.13  (feet)  COMP
 HQ0217  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 HQ0217
 HQ0217  VERT ORDER  -  SECOND    CLASS 0
 HQ0217
 HQ0217.The horizontal coordinates were scaled from a topographic map and have
 HQ0217.an estimated accuracy of +/- 6 seconds.
 HQ0217
 HQ0217.The orthometric height was determined by differential leveling
 HQ0217.and adjusted by the National Geodetic Survey in June 1991..
 HQ0217
 HQ0217.The geoid height was determined by GEOID03.
 HQ0217
 HQ0217.The dynamic height is computed by dividing the NAVD 88
 HQ0217.geopotential number by the normal gravity value computed on the
 HQ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0217.degrees latitude (g = 980.6199 gals.).
 HQ0217
 HQ0217.The modeled gravity was interpolated from observed gravity values.
 HQ0217
 HQ0217;                    North         East    Units  Estimated Accuracy
 HQ0217;SPC NV W     - 4,334,760.      883,680.      MT  (+/- 180 meters Scaled)
 HQ0217
 HQ0217                          SUPERSEDED SURVEY CONTROL
 HQ0217
 HQ0217  NGVD 29 (??/??/92) 1307.050  (m)         4288.21   (f) ADJ UNCH    2 0
 HQ0217
 HQ0217.Superseded values are not recommended for survey control.
 HQ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0217.See file dsdata.txt to determine how the superseded data were derived.
 HQ0217
 HQ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB441797(NAD 83)
 HQ0217_MARKER: DB = BENCH MARK DISK
 HQ0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0217_SP_SET: CULVERT
 HQ0217_STAMPING: F 179 1958
 HQ0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0217
 HQ0217  HISTORY     - Date     Condition        Report By
 HQ0217  HISTORY     - 1958     MONUMENTED       CGS
 HQ0217
 HQ0217                          STATION DESCRIPTION
 HQ0217
 HQ0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0217'0.6 MI N FROM SILVER PEAK.
 HQ0217'0.55 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE SUBSTATION AT
 HQ0217'SILVER PEAK, IN THE TOP OF A LEDGE OF SHALE OUTCROP AT THE EAST
 HQ0217'SIDE OF A HIGH ROCKY HILL, 160 FEET WEST OF THE CENTER LINE
 HQ0217'OF THE HIGHWAY, 235.2 FEET NORTHWEST OF THE NORTH END OF THE WEST
 HQ0217'CONCRETE HEAD WALL OF A DOUBLE 36-INCH CONCRETE PIPE CULVERT,
 HQ0217'9 FEET HIGHER THAN THE GROUND, 3 FEET HIGHER THAN A FOOT PATH
 HQ0217'WHICH FOLLOWS THE EAST SIDE OF THE HILL, AND ABOUT 3 FEET
 HQ0217'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1175 ***********************************************************************
 GR1175  DESIGNATION -  F 18
 GR1175  PID         -  GR1175
 GR1175  STATE/COUNTY-  NV/CLARK
 GR1175  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1175
 GR1175                         *CURRENT SURVEY CONTROL
 GR1175  ___________________________________________________________________
 GR1175* NAD 83(1986)-  36 10 05.     (N)    115 08 39.     (W)     SCALED    
 GR1175* NAVD 88     -       616.39   (+/-2cm)    2022.3    (feet)  VERTCON   
 GR1175  ___________________________________________________________________
 GR1175  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR1175
 GR1175  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1175
 GR1175.The horizontal coordinates were scaled from a topographic map and have
 GR1175.an estimated accuracy of +/- 6 seconds.
 GR1175
 GR1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1175.The vertical order pertains to the NGVD 29 superseded value.
 GR1175
 GR1175.The geoid height was determined by GEOID03.
 GR1175
 GR1175;                    North         East    Units  Estimated Accuracy
 GR1175;SPC NV E     - 8,157,410.      239,510.      MT  (+/- 180 meters Scaled)
 GR1175
 GR1175                          SUPERSEDED SURVEY CONTROL
 GR1175
 GR1175  NGVD 29 (??/??/92)  615.763  (m)         2020.22   (f) ADJ UNCH    1 2
 GR1175
 GR1175.Superseded values are not recommended for survey control.
 GR1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1175.See file dsdata.txt to determine how the superseded data were derived.
 GR1175
 GR1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA669041(NAD 83)
 GR1175_MARKER: DB = BENCH MARK DISK
 GR1175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR1175_SP_SET: STEP
 GR1175_STAMPING: 2020.997
 GR1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1175
 GR1175  HISTORY     - Date     Condition        Report By
 GR1175  HISTORY     - UNK      MONUMENTED       CGS
 GR1175  HISTORY     - 1963     MARK NOT FOUND   NGS
 GR1175  HISTORY     - 1967     MARK NOT FOUND   USGS
 GR1175  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1175
 GR1175                          STATION DESCRIPTION
 GR1175
 GR1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1175'IN LAS VEGAS.
 GR1175'AT LAS VEGAS, ABOUT 65 YARDS SOUTHEAST OF THE INTERSECTION OF SOUTH
 GR1175'2ND AND EAST CARSON STREETS, AT THE COUNTY COURTHOUSE, AT THE MAIN
 GR1175'ENTRANCE, IN THE TOP OF THE SOUTH END OF THE BOTTOM STEP, 27.5 FEET
 GR1175'SOUTHWEST OF THE CENTER OF THE MAIN ENTRANCE, 4.6 FEET WEST OF THE
 GR1175'WEST WALL, 0.3 FEET WEST OF THE WEST CONCRETE BALUSTRADE, AND 0.6 FOOT
 GR1175'HIGHER THAN THE SIDEWALK.  NOTE-- BELIEVED DESTROYED DURING THE
 GR1175'CONSTRUCTION OF A NEW COURTHOUSE.
 GR1175
 GR1175                          STATION RECOVERY (1967)
 GR1175
 GR1175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GR1175'MARK NOT FOUND.
 GR1175
 GR1175                          STATION RECOVERY (1996)
 GR1175
 GR1175'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0367 ***********************************************************************
 LQ0367  DESIGNATION -  F 18
 LQ0367  PID         -  LQ0367
 LQ0367  STATE/COUNTY-  NV/ELKO
 LQ0367  USGS QUAD   -  CEDAR RIDGE (1985)
 LQ0367
 LQ0367                         *CURRENT SURVEY CONTROL
 LQ0367  ___________________________________________________________________
 LQ0367* NAD 83(1986)-  40 24 43.     (N)    115 46 10.     (W)     SCALED    
 LQ0367* NAVD 88     -      1706.050  (meters)    5597.27   (feet)  ADJUSTED  
 LQ0367  ___________________________________________________________________
 LQ0367  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 LQ0367  DYNAMIC HT  -        1704.511 (meters)    5592.22  (feet)  COMP
 LQ0367  MODELED GRAV-     979,662.7   (mgal)                       NAVD 88
 LQ0367
 LQ0367  VERT ORDER  -  SECOND    CLASS 0
 LQ0367
 LQ0367.The horizontal coordinates were scaled from a topographic map and have
 LQ0367.an estimated accuracy of +/- 6 seconds.
 LQ0367
 LQ0367.The orthometric height was determined by differential leveling
 LQ0367.and adjusted by the National Geodetic Survey in June 1991..
 LQ0367
 LQ0367.The geoid height was determined by GEOID03.
 LQ0367
 LQ0367.The dynamic height is computed by dividing the NAVD 88
 LQ0367.geopotential number by the normal gravity value computed on the
 LQ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0367.degrees latitude (g = 980.6199 gals.).
 LQ0367
 LQ0367.The modeled gravity was interpolated from observed gravity values.
 LQ0367
 LQ0367;                    North         East    Units  Estimated Accuracy
 LQ0367;SPC NV E     - 8,628,370.      184,210.      MT  (+/- 180 meters Scaled)
 LQ0367
 LQ0367                          SUPERSEDED SURVEY CONTROL
 LQ0367
 LQ0367  NGVD 29 (??/??/92) 1704.92   (m)         5593.6    (f) COMPUTED    2 0
 LQ0367
 LQ0367.Superseded values are not recommended for survey control.
 LQ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0367.See file dsdata.txt to determine how the superseded data were derived.
 LQ0367
 LQ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE044742(NAD 83)
 LQ0367_MARKER: DD = SURVEY DISK
 LQ0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0367_STAMPING: F 18 5593 1934
 LQ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0367+STABILITY: SURFACE MOTION
 LQ0367
 LQ0367  HISTORY     - Date     Condition        Report By
 LQ0367  HISTORY     - 1934     MONUMENTED       USGS
 LQ0367  HISTORY     - 1963     GOOD             NGS
 LQ0367
 LQ0367                          STATION DESCRIPTION
 LQ0367
 LQ0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LQ0367'6.1 MI W FROM JIGGS.
 LQ0367'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0367'JIGGS, THENCE 5.8 MILES WEST ALONG THE LITTLE PORTER CREEK ROAD, 24
 LQ0367'FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT HIGHER THAN
 LQ0367'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0671 ***********************************************************************
 JP0671  DESIGNATION -  F 18
 JP0671  PID         -  JP0671
 JP0671  STATE/COUNTY-  NV/WHITE PINE
 JP0671  USGS QUAD   -  RED LEDGES (1973)
 JP0671
 JP0671                         *CURRENT SURVEY CONTROL
 JP0671  ___________________________________________________________________
 JP0671* NAD 83(1994)-  38 44 21.90160(N)    114 21 58.53008(W)     ADJUSTED  
 JP0671* NAVD 88     -      1859.124  (meters)    6099.48   (feet)  ADJUSTED  
 JP0671  ___________________________________________________________________
 JP0671  LAPLACE CORR-           7.65  (seconds)                    DEFLEC99
 JP0671  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 JP0671  DYNAMIC HT  -        1857.116 (meters)    6092.89  (feet)  COMP
 JP0671  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 JP0671
 JP0671  HORZ ORDER  -  THIRD
 JP0671  VERT ORDER  -  SECOND    CLASS 0
 JP0671
 JP0671.The horizontal coordinates were established by classical geodetic methods
 JP0671.and adjusted by the National Geodetic Survey in June 1998..
 JP0671
 JP0671.The orthometric height was determined by differential leveling
 JP0671.and adjusted by the National Geodetic Survey in August 1995..
 JP0671
 JP0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0671
 JP0671.The geoid height was determined by GEOID03.
 JP0671
 JP0671.The dynamic height is computed by dividing the NAVD 88
 JP0671.geopotential number by the normal gravity value computed on the
 JP0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0671.degrees latitude (g = 980.6199 gals.).
 JP0671
 JP0671.The modeled gravity was interpolated from observed gravity values.
 JP0671
 JP0671;                    North         East     Units Scale Factor Converg.
 JP0671;SPC NV E     - 8,443,376.594   305,807.615   MT  1.00003782   +0 45 42.1
 JP0671;SPC NV E     -27,701,311.38  1,003,303.82   sFT  1.00003782   +0 45 42.1
 JP0671;UTM  11      - 4,291,153.748   728,912.117   MT  1.00024532   +1 38 55.9
 JP0671
 JP0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0671!SPC NV E     -   0.99971170  x   1.00003782  =   0.99974951
 JP0671!UTM  11      -   0.99971170  x   1.00024532  =   0.99995695
 JP0671
 JP0671                          SUPERSEDED SURVEY CONTROL
 JP0671
 JP0671  NAD 83(1994)-  38 44 21.90148(N)    114 21 58.53006(W) AD(       ) 3
 JP0671  NAD 83(1986)-  38 44 21.89171(N)    114 21 58.53097(W) AD(       ) 3
 JP0671  NGVD 29 (05/20/94) 1857.95   (m)         6095.6    (f) LEVELING    3  
 JP0671
 JP0671.Superseded values are not recommended for survey control.
 JP0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0671.See file dsdata.txt to determine how the superseded data were derived.
 JP0671
 JP0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC2891291154(NAD 83)
 JP0671_MARKER: DD = SURVEY DISK
 JP0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0671_SP_SET: CONCRETE POST
 JP0671_STAMPING: F 18 1946 6095
 JP0671_MARK LOGO: USGS  
 JP0671_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0671+STABILITY: SURFACE MOTION
 JP0671
 JP0671  HISTORY     - Date     Condition        Report By
 JP0671  HISTORY     - 1946     MONUMENTED       USGS
 JP0671  HISTORY     - 1946     GOOD             USGS
 JP0671  HISTORY     - 19731027 GOOD             USGS
 JP0671
 JP0671                          STATION DESCRIPTION
 JP0671
 JP0671'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 JP0671'LOCATED ABOUT 8 MI. (AIRLINE) SE. OF CONSOLIDATED SCHOOL NO. 2,
 JP0671'30 FT. SW. OF RD. FORKS, ON THE SOUTH BANK OF MURPHY WASH.
 JP0671'
 JP0671'STATION MARK  STANDARD TABLET--STAMPED F 18 1946 6065--SET IN
 JP0671'CONCRETE POST.
 JP0671
 JP0671                          STATION RECOVERY (1946)
 JP0671
 JP0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 JP0671'RECOVERED IN GOOD CONDITION.
 JP0671
 JP0671                          STATION RECOVERY (1973)
 JP0671
 JP0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JP0671'FROM THE SHOSHONE POST OFFICE, PROCEED 8.1 MILES SOUTHEAST ALONG THE
 JP0671'ROAD TO ATLANTA, 45 FEET SOUTHWEST OF A Y-ROAD JUNCTION, ON THE SOUTH
 JP0671'SIDE OF A LARGE DRY WASH, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0367 ***********************************************************************
 HQ0367  DESIGNATION -  F 180
 HQ0367  PID         -  HQ0367
 HQ0367  STATE/COUNTY-  NV/ESMERALDA
 HQ0367  USGS QUAD   -  OASIS DIVIDE (1987)
 HQ0367
 HQ0367                         *CURRENT SURVEY CONTROL
 HQ0367  ___________________________________________________________________
 HQ0367* NAD 83(1986)-  37 33 31.     (N)    117 45 11.     (W)     SCALED    
 HQ0367* NAVD 88     -      2015.377  (meters)    6612.12   (feet)  ADJUSTED  
 HQ0367  ___________________________________________________________________
 HQ0367  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 HQ0367  DYNAMIC HT  -        2012.948 (meters)    6604.15  (feet)  COMP
 HQ0367  MODELED GRAV-     979,352.5   (mgal)                       NAVD 88
 HQ0367
 HQ0367  VERT ORDER  -  SECOND    CLASS 0
 HQ0367
 HQ0367.The horizontal coordinates were scaled from a topographic map and have
 HQ0367.an estimated accuracy of +/- 6 seconds.
 HQ0367
 HQ0367.The orthometric height was determined by differential leveling
 HQ0367.and adjusted by the National Geodetic Survey in June 1991..
 HQ0367
 HQ0367.The geoid height was determined by GEOID03.
 HQ0367
 HQ0367.The dynamic height is computed by dividing the NAVD 88
 HQ0367.geopotential number by the normal gravity value computed on the
 HQ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0367.degrees latitude (g = 980.6199 gals.).
 HQ0367
 HQ0367.The modeled gravity was interpolated from observed gravity values.
 HQ0367
 HQ0367;                    North         East    Units  Estimated Accuracy
 HQ0367;SPC NV W     - 4,311,940.      873,350.      MT  (+/- 180 meters Scaled)
 HQ0367
 HQ0367                          SUPERSEDED SURVEY CONTROL
 HQ0367
 HQ0367  NGVD 29 (??/??/92) 2014.172  (m)         6608.16   (f) ADJ UNCH    2 0
 HQ0367
 HQ0367.Superseded values are not recommended for survey control.
 HQ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0367.See file dsdata.txt to determine how the superseded data were derived.
 HQ0367
 HQ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB334571(NAD 83)
 HQ0367_MARKER: DB = BENCH MARK DISK
 HQ0367_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0367_SP_SET: ROCK OUTCROP
 HQ0367_STAMPING: F 180 1958
 HQ0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0367+STABILITY: POSITION/ELEVATION WELL
 HQ0367
 HQ0367  HISTORY     - Date     Condition        Report By
 HQ0367  HISTORY     - 1958     MONUMENTED       CGS
 HQ0367  HISTORY     - 1985     GOOD             USGS
 HQ0367
 HQ0367                          STATION DESCRIPTION
 HQ0367
 HQ0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0367'10.9 MI NE FROM OASIS RANCH.
 HQ0367'2.0 MILES EAST ALONG STATE ROUTE 63 FROM THE T JUNCTION OF THE
 HQ0367'ENTRANCE ROAD TO OASIS RANCH, THENCE 8.85 MILES NORTHEAST ALONG
 HQ0367'A DIRT ROAD, 15.55 MILES SOUTHWEST OF SILVER PEAK, IN THE TOP
 HQ0367'OF A LONE 4 1/2-BY 7-FOOT GRANITE OUTCROP WHICH PROJECTS 1 1/2
 HQ0367'FEET ABOVE THE GROUND, 26 1/2 FEET NORTHWEST OF THE CENTER
 HQ0367'LINE OF THE ROAD, AND 2 FEET HIGHER THAN THE ROAD.
 HQ0367
 HQ0367                          STATION RECOVERY (1985)
 HQ0367
 HQ0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HQ0367'2.0 MILES EAST ALONG CALIFORNIA STATE ROUTE, 168 FROM THE JUNCTION OF
 HQ0367'CALIF. STATE HWYS. 168 AND 266, THENCE 8.85 MILES NORTHEAST ALONG A
 HQ0367'DIRT ROAD, 15.55 MILES SOUTHWEST OF SILVER PEAK, IN THE TOP OF A LONE
 HQ0367'4 1/2 X 7 FOOT GRANITE OUTCROP WHICH PROJECTS 1 1/2 FEET ABOVE THE
 HQ0367'GROUND, 26 1/2 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 2
 HQ0367'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0220 ***********************************************************************
 HQ0220  DESIGNATION -  F 181
 HQ0220  PID         -  HQ0220
 HQ0220  STATE/COUNTY-  NV/ESMERALDA
 HQ0220  USGS QUAD   -  GOAT ISLAND (1987)
 HQ0220
 HQ0220                         *CURRENT SURVEY CONTROL
 HQ0220  ___________________________________________________________________
 HQ0220* NAD 83(1986)-  37 47 52.     (N)    117 36 46.     (W)     SCALED    
 HQ0220* NAVD 88     -      1311.396  (meters)    4302.47   (feet)  ADJUSTED  
 HQ0220  ___________________________________________________________________
 HQ0220  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 HQ0220  DYNAMIC HT  -        1310.009 (meters)    4297.92  (feet)  COMP
 HQ0220  MODELED GRAV-     979,527.7   (mgal)                       NAVD 88
 HQ0220
 HQ0220  VERT ORDER  -  SECOND    CLASS 0
 HQ0220
 HQ0220.The horizontal coordinates were scaled from a topographic map and have
 HQ0220.an estimated accuracy of +/- 6 seconds.
 HQ0220
 HQ0220.The orthometric height was determined by differential leveling
 HQ0220.and adjusted by the National Geodetic Survey in June 1991..
 HQ0220
 HQ0220.The geoid height was determined by GEOID03.
 HQ0220
 HQ0220.The dynamic height is computed by dividing the NAVD 88
 HQ0220.geopotential number by the normal gravity value computed on the
 HQ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0220.degrees latitude (g = 980.6199 gals.).
 HQ0220
 HQ0220.The modeled gravity was interpolated from observed gravity values.
 HQ0220
 HQ0220;                    North         East    Units  Estimated Accuracy
 HQ0220;SPC NV W     - 4,338,600.      885,470.      MT  (+/- 180 meters Scaled)
 HQ0220
 HQ0220                          SUPERSEDED SURVEY CONTROL
 HQ0220
 HQ0220  NGVD 29 (??/??/92) 1310.336  (m)         4298.99   (f) ADJ UNCH    2 0
 HQ0220
 HQ0220.Superseded values are not recommended for survey control.
 HQ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0220.See file dsdata.txt to determine how the superseded data were derived.
 HQ0220
 HQ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB460835(NAD 83)
 HQ0220_MARKER: DB = BENCH MARK DISK
 HQ0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0220_STAMPING: F 181 1958
 HQ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0220+STABILITY: SURFACE MOTION
 HQ0220
 HQ0220  HISTORY     - Date     Condition        Report By
 HQ0220  HISTORY     - 1958     MONUMENTED       CGS
 HQ0220
 HQ0220                          STATION DESCRIPTION
 HQ0220
 HQ0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0220'3.6 MI NE FROM SILVER PEAK.
 HQ0220'2.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE SUBSTATION AT
 HQ0220'SILVER PEAK, THENCE 1.4 MILES NORTHEAST ALONG A DIRT ROAD, 49
 HQ0220'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.9 FEET NORTHWEST
 HQ0220'OF A WITNESS POST, 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE
 HQ0220'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0026 ***********************************************************************
 LQ0026  DESIGNATION -  F 182
 LQ0026  PID         -  LQ0026
 LQ0026  STATE/COUNTY-  NV/ELKO
 LQ0026  USGS QUAD   -  WENDOVER (1972)
 LQ0026
 LQ0026                         *CURRENT SURVEY CONTROL
 LQ0026  ___________________________________________________________________
 LQ0026* NAD 83(1986)-  40 42 59.     (N)    114 07 31.     (W)     SCALED    
 LQ0026* NAVD 88     -      1373.168  (meters)    4505.14   (feet)  ADJUSTED  
 LQ0026  ___________________________________________________________________
 LQ0026  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 LQ0026  DYNAMIC HT  -        1372.075 (meters)    4501.55  (feet)  COMP
 LQ0026  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 LQ0026
 LQ0026  VERT ORDER  -  SECOND    CLASS 0
 LQ0026
 LQ0026.The horizontal coordinates were scaled from a topographic map and have
 LQ0026.an estimated accuracy of +/- 6 seconds.
 LQ0026
 LQ0026.The orthometric height was determined by differential leveling
 LQ0026.and adjusted by the National Geodetic Survey in June 1991..
 LQ0026
 LQ0026.The geoid height was determined by GEOID03.
 LQ0026
 LQ0026.The dynamic height is computed by dividing the NAVD 88
 LQ0026.geopotential number by the normal gravity value computed on the
 LQ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0026.degrees latitude (g = 980.6199 gals.).
 LQ0026
 LQ0026.The modeled gravity was interpolated from observed gravity values.
 LQ0026
 LQ0026;                    North         East    Units  Estimated Accuracy
 LQ0026;SPC NV E     - 8,663,180.      323,190.      MT  (+/- 180 meters Scaled)
 LQ0026
 LQ0026                          SUPERSEDED SURVEY CONTROL
 LQ0026
 LQ0026  NGVD 29 (??/??/92) 1372.177  (m)         4501.88   (f) ADJ UNCH    2 0
 LQ0026
 LQ0026.Superseded values are not recommended for survey control.
 LQ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0026.See file dsdata.txt to determine how the superseded data were derived.
 LQ0026
 LQ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF428112(NAD 83)
 LQ0026_MARKER: DB = BENCH MARK DISK
 LQ0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0026_STAMPING: F 182 1958
 LQ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0026+STABILITY: SURFACE MOTION
 LQ0026
 LQ0026  HISTORY     - Date     Condition        Report By
 LQ0026  HISTORY     - 1958     MONUMENTED       CGS
 LQ0026
 LQ0026                          STATION DESCRIPTION
 LQ0026
 LQ0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0026'4.6 MI W FROM WENDOVER, UT.
 LQ0026'4.6 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE UTAH-NEVADA
 LQ0026'STATE LINE AT WENDOVER, 60.0 FEET SOUTH OF THE SOUTH RAIL, 49 FEET
 LQ0026'SOUTH OF MILEPOST 801 17 1/2 FEET SOUTH OF TELEGRAPH POLE F 56, 15 1/2
 LQ0026'FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 27 FEET WEST OF A STEEL
 LQ0026'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE
 LQ0026'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0153 ***********************************************************************
 LQ0153  DESIGNATION -  F 183
 LQ0153  PID         -  LQ0153
 LQ0153  STATE/COUNTY-  NV/ELKO
 LQ0153  USGS QUAD   -  SPRING GULCH (1972)
 LQ0153
 LQ0153                         *CURRENT SURVEY CONTROL
 LQ0153  ___________________________________________________________________
 LQ0153* NAD 83(1986)-  40 33 41.     (N)    114 08 28.     (W)     SCALED    
 LQ0153* NAVD 88     -      1440.170  (meters)    4724.96   (feet)  ADJUSTED  
 LQ0153  ___________________________________________________________________
 LQ0153  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 LQ0153  DYNAMIC HT  -        1438.999 (meters)    4721.12  (feet)  COMP
 LQ0153  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 LQ0153
 LQ0153  VERT ORDER  -  SECOND    CLASS 0
 LQ0153
 LQ0153.The horizontal coordinates were scaled from a topographic map and have
 LQ0153.an estimated accuracy of +/- 6 seconds.
 LQ0153
 LQ0153.The orthometric height was determined by differential leveling
 LQ0153.and adjusted by the National Geodetic Survey in June 1991..
 LQ0153
 LQ0153.The geoid height was determined by GEOID03.
 LQ0153
 LQ0153.The dynamic height is computed by dividing the NAVD 88
 LQ0153.geopotential number by the normal gravity value computed on the
 LQ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0153.degrees latitude (g = 980.6199 gals.).
 LQ0153
 LQ0153.The modeled gravity was interpolated from observed gravity values.
 LQ0153
 LQ0153;                    North         East    Units  Estimated Accuracy
 LQ0153;SPC NV E     - 8,645,940.      322,130.      MT  (+/- 180 meters Scaled)
 LQ0153
 LQ0153                          SUPERSEDED SURVEY CONTROL
 LQ0153
 LQ0153  NGVD 29 (??/??/92) 1439.156  (m)         4721.63   (f) ADJ UNCH    2 0
 LQ0153
 LQ0153.Superseded values are not recommended for survey control.
 LQ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0153.See file dsdata.txt to determine how the superseded data were derived.
 LQ0153
 LQ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE420939(NAD 83)
 LQ0153_MARKER: DB = BENCH MARK DISK
 LQ0153_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0153_SP_SET: OUTCROP
 LQ0153_STAMPING: F 183 1958
 LQ0153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0153+STABILITY: POSITION/ELEVATION WELL
 LQ0153
 LQ0153  HISTORY     - Date     Condition        Report By
 LQ0153  HISTORY     - 1958     MONUMENTED       CGS
 LQ0153  HISTORY     - 1969     GOOD             NGS
 LQ0153
 LQ0153                          STATION DESCRIPTION
 LQ0153
 LQ0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0153'13.4 MI S FROM WENDOVER, UT.
 LQ0153'13.4 MILES SOUTH ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE JUNCTION OF
 LQ0153'U.S. HIGHWAY 40 AT WENDOVER, IN THE TOP OF A 2- BY 3-FOOT OUTCROP
 LQ0153'WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 166 FEET EAST OF THE
 LQ0153'CENTER OF THE INTERSECTION OF A DIRT ROAD, 163 FEET EAST OF THE CENTER
 LQ0153'LINE OF THE HIGHWAY, 55 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 LQ0153'AND ABOUT LEVEL WITH THE ROAD.
 LQ0153
 LQ0153                          STATION RECOVERY (1969)
 LQ0153
 LQ0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LQ0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0025 ***********************************************************************
 JQ0025  DESIGNATION -  F 184
 JQ0025  PID         -  JQ0025
 JQ0025  STATE/COUNTY-  NV/NYE
 JQ0025  USGS QUAD   -  WARM SPRINGS (1968)
 JQ0025
 JQ0025                         *CURRENT SURVEY CONTROL
 JQ0025  ___________________________________________________________________
 JQ0025* NAD 83(1986)-  38 11 25.     (N)    116 22 12.     (W)     SCALED    
 JQ0025* NAVD 88     -      1652.937  (meters)    5423.01   (feet)  ADJUSTED  
 JQ0025  ___________________________________________________________________
 JQ0025  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 JQ0025  DYNAMIC HT  -        1651.138 (meters)    5417.11  (feet)  COMP
 JQ0025  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 JQ0025
 JQ0025  VERT ORDER  -  FIRST     CLASS II
 JQ0025
 JQ0025.The horizontal coordinates were scaled from a topographic map and have
 JQ0025.an estimated accuracy of +/- 6 seconds.
 JQ0025
 JQ0025.The orthometric height was determined by differential leveling
 JQ0025.and adjusted by the National Geodetic Survey in June 1991..
 JQ0025
 JQ0025.The geoid height was determined by GEOID03.
 JQ0025
 JQ0025.The dynamic height is computed by dividing the NAVD 88
 JQ0025.geopotential number by the normal gravity value computed on the
 JQ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0025.degrees latitude (g = 980.6199 gals.).
 JQ0025
 JQ0025.The modeled gravity was interpolated from observed gravity values.
 JQ0025
 JQ0025;                    North         East    Units  Estimated Accuracy
 JQ0025;SPC NV C     - 6,381,760.      525,990.      MT  (+/- 180 meters Scaled)
 JQ0025
 JQ0025                          SUPERSEDED SURVEY CONTROL
 JQ0025
 JQ0025  NGVD 29 (??/??/92) 1651.838  (m)         5419.41   (f) ADJ UNCH    1 2
 JQ0025
 JQ0025.Superseded values are not recommended for survey control.
 JQ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0025.See file dsdata.txt to determine how the superseded data were derived.
 JQ0025
 JQ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC551271(NAD 83)
 JQ0025_MARKER: DB = BENCH MARK DISK
 JQ0025_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0025_STAMPING: F 184 1958
 JQ0025_MARK LOGO: CGS   
 JQ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0025+STABILITY: SURFACE MOTION
 JQ0025
 JQ0025  HISTORY     - Date     Condition        Report By
 JQ0025  HISTORY     - 1958     MONUMENTED       CGS
 JQ0025  HISTORY     - 1984     GOOD             NGS
 JQ0025
 JQ0025                          STATION DESCRIPTION
 JQ0025
 JQ0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JQ0025'IN WARM SPRINGS.
 JQ0025'AT WARM SPRINGS 255 FEET SOUTH OF THE CENTER OF THE T JUNCTION OF
 JQ0025'STATE HIGHWAY 25 LEADING EAST, IN THE TOP OF THE SOUTH END OF THE EAST
 JQ0025'CONCRETE HEAD WALL OF A 2 BY 2 FOOT CONCRETE BOX CULVERT UNDER U.S.
 JQ0025'HIGHWAY 6, 50 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 6, 0.7 FOOT
 JQ0025'NORTH OF THE SOUTH END OF THE HEAD WALL, AND ABOUT 1 FOOT LOWER THAN
 JQ0025'U.S. HIGHWAY 6.
 JQ0025
 JQ0025                          STATION RECOVERY (1984)
 JQ0025
 JQ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0025'RECOVERED IN GOOD CONDITION.  ADD--0.4 KM (0.25 MI) NORTH OF
 JQ0025'MILEPOST 51 AND STATE HIGHWAY 25 AT WARM SPRINGS IS NOW STATE HIGHWAY
 JQ0025'375.
 JQ0025'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0217 ***********************************************************************
 JP0217  DESIGNATION -  F 185
 JP0217  PID         -  JP0217
 JP0217  STATE/COUNTY-  NV/NYE
 JP0217  USGS QUAD   -  GOAT RANCH WELL (1985)
 JP0217
 JP0217                         *CURRENT SURVEY CONTROL
 JP0217  ___________________________________________________________________
 JP0217* NAD 83(1986)-  38 10 19.     (N)    115 58 10.     (W)     SCALED    
 JP0217* NAVD 88     -      1502.386  (meters)    4929.08   (feet)  ADJUSTED  
 JP0217  ___________________________________________________________________
 JP0217  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 JP0217  DYNAMIC HT  -        1500.780 (meters)    4923.81  (feet)  COMP
 JP0217  MODELED GRAV-     979,508.0   (mgal)                       NAVD 88
 JP0217
 JP0217  VERT ORDER  -  SECOND    CLASS 0
 JP0217
 JP0217.The horizontal coordinates were scaled from a topographic map and have
 JP0217.an estimated accuracy of +/- 6 seconds.
 JP0217
 JP0217.The orthometric height was determined by differential leveling
 JP0217.and adjusted by the National Geodetic Survey in June 1991..
 JP0217
 JP0217.The geoid height was determined by GEOID03.
 JP0217
 JP0217.The dynamic height is computed by dividing the NAVD 88
 JP0217.geopotential number by the normal gravity value computed on the
 JP0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0217.degrees latitude (g = 980.6199 gals.).
 JP0217
 JP0217.The modeled gravity was interpolated from observed gravity values.
 JP0217
 JP0217;                    North         East    Units  Estimated Accuracy
 JP0217;SPC NV C     - 6,379,920.      561,090.      MT  (+/- 180 meters Scaled)
 JP0217
 JP0217                          SUPERSEDED SURVEY CONTROL
 JP0217
 JP0217  NGVD 29 (??/??/92) 1501.338  (m)         4925.64   (f) ADJ UNCH    2 0
 JP0217
 JP0217.Superseded values are not recommended for survey control.
 JP0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0217.See file dsdata.txt to determine how the superseded data were derived.
 JP0217
 JP0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC902253(NAD 83)
 JP0217_MARKER: DB = BENCH MARK DISK
 JP0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0217_STAMPING: F 185 1958
 JP0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0217+STABILITY: SURFACE MOTION
 JP0217
 JP0217  HISTORY     - Date     Condition        Report By
 JP0217  HISTORY     - 1958     MONUMENTED       CGS
 JP0217
 JP0217                          STATION DESCRIPTION
 JP0217
 JP0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0217'23.15 MI E FROM WARM SPRINGS.
 JP0217'15.5 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S.
 JP0217'HIGHWAY 6 AT WARM SPRINGS, THENCE 7.65 MILES NORTHEAST ALONG A DIRT
 JP0217'ROAD, 0.6 MILE NORTHEAST OF THE JUNCTION OF A TRACK ROAD
 JP0217'NORTH-NORTHEAST, 0.25 MILE SOUTHWEST OF A CURVE, 72 FEET SOUTHEAST OF
 JP0217'THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHWEST OF A WITNESS POST,
 JP0217'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JP0217'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0147 ***********************************************************************
 JP0147  DESIGNATION -  F 186
 JP0147  PID         -  JP0147
 JP0147  STATE/COUNTY-  NV/NYE
 JP0147  USGS QUAD   -  BULLWHACKER SPRINGS (1990)
 JP0147
 JP0147                         *CURRENT SURVEY CONTROL
 JP0147  ___________________________________________________________________
 JP0147* NAD 83(1986)-  38 23 07.     (N)    115 36 40.     (W)     SCALED    
 JP0147* NAVD 88     -      1464.169  (meters)    4803.69   (feet)  ADJUSTED  
 JP0147  ___________________________________________________________________
 JP0147  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 JP0147  DYNAMIC HT  -        1462.641 (meters)    4798.68  (feet)  COMP
 JP0147  MODELED GRAV-     979,534.5   (mgal)                       NAVD 88
 JP0147
 JP0147  VERT ORDER  -  SECOND    CLASS 0
 JP0147
 JP0147.The horizontal coordinates were scaled from a topographic map and have
 JP0147.an estimated accuracy of +/- 6 seconds.
 JP0147
 JP0147.The orthometric height was determined by differential leveling
 JP0147.and adjusted by the National Geodetic Survey in June 1991..
 JP0147
 JP0147.The geoid height was determined by GEOID03.
 JP0147
 JP0147.The dynamic height is computed by dividing the NAVD 88
 JP0147.geopotential number by the normal gravity value computed on the
 JP0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0147.degrees latitude (g = 980.6199 gals.).
 JP0147
 JP0147.The modeled gravity was interpolated from observed gravity values.
 JP0147
 JP0147;                    North         East    Units  Estimated Accuracy
 JP0147;SPC NV C     - 6,403,890.      592,220.      MT  (+/- 180 meters Scaled)
 JP0147
 JP0147                          SUPERSEDED SURVEY CONTROL
 JP0147
 JP0147  NGVD 29 (??/??/92) 1463.112  (m)         4800.23   (f) ADJ UNCH    2 0
 JP0147
 JP0147.Superseded values are not recommended for survey control.
 JP0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0147.See file dsdata.txt to determine how the superseded data were derived.
 JP0147
 JP0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC213494(NAD 83)
 JP0147_MARKER: DB = BENCH MARK DISK
 JP0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0147_STAMPING: F 186 1958
 JP0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0147+STABILITY: SURFACE MOTION
 JP0147
 JP0147  HISTORY     - Date     Condition        Report By
 JP0147  HISTORY     - 1958     MONUMENTED       CGS
 JP0147
 JP0147                          STATION DESCRIPTION
 JP0147
 JP0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0147'11.35 MI NE FROM NYALA.
 JP0147'11.35 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0147'NYALA, 0.2 MILE NORTH OF THE CROSSING OF A WASH, 62 FEET WEST OF THE
 JP0147'CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 JP0147'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 JP0147'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0515 ***********************************************************************
 HQ0515  DESIGNATION -  F 187
 HQ0515  PID         -  HQ0515
 HQ0515  STATE/COUNTY-  NV/NYE
 HQ0515  USGS QUAD   -  FREDS WELL (1987)
 HQ0515
 HQ0515                         *CURRENT SURVEY CONTROL
 HQ0515  ___________________________________________________________________
 HQ0515* NAD 83(1986)-  37 59 38.     (N)    116 00 03.     (W)     SCALED    
 HQ0515* NAVD 88     -      1482.409  (meters)    4863.54   (feet)  ADJUSTED  
 HQ0515  ___________________________________________________________________
 HQ0515  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 HQ0515  DYNAMIC HT  -        1480.784 (meters)    4858.21  (feet)  COMP
 HQ0515  MODELED GRAV-     979,482.1   (mgal)                       NAVD 88
 HQ0515
 HQ0515  VERT ORDER  -  SECOND    CLASS 0
 HQ0515
 HQ0515.The horizontal coordinates were scaled from a topographic map and have
 HQ0515.an estimated accuracy of +/- 6 seconds.
 HQ0515
 HQ0515.The orthometric height was determined by differential leveling
 HQ0515.and adjusted by the National Geodetic Survey in June 1991..
 HQ0515
 HQ0515.The geoid height was determined by GEOID03.
 HQ0515
 HQ0515.The dynamic height is computed by dividing the NAVD 88
 HQ0515.geopotential number by the normal gravity value computed on the
 HQ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0515.degrees latitude (g = 980.6199 gals.).
 HQ0515
 HQ0515.The modeled gravity was interpolated from observed gravity values.
 HQ0515
 HQ0515;                    North         East    Units  Estimated Accuracy
 HQ0515;SPC NV C     - 6,360,140.      558,480.      MT  (+/- 180 meters Scaled)
 HQ0515
 HQ0515                          SUPERSEDED SURVEY CONTROL
 HQ0515
 HQ0515  NGVD 29 (??/??/92) 1481.370  (m)         4860.13   (f) ADJ UNCH    2 0
 HQ0515
 HQ0515.Superseded values are not recommended for survey control.
 HQ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0515.See file dsdata.txt to determine how the superseded data were derived.
 HQ0515
 HQ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC877056(NAD 83)
 HQ0515_MARKER: DB = BENCH MARK DISK
 HQ0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0515_STAMPING: F 187 1958
 HQ0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0515+STABILITY: SURFACE MOTION
 HQ0515
 HQ0515  HISTORY     - Date     Condition        Report By
 HQ0515  HISTORY     - 1958     MONUMENTED       CGS
 HQ0515
 HQ0515                          STATION DESCRIPTION
 HQ0515
 HQ0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0515'7.4 MI NE FROM REED MAINTENANCE STA.
 HQ0515'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED
 HQ0515'MAINTENANCE STATION, THENCE 2.1 MILES NORTHEAST ALONG A DIRT
 HQ0515'ROAD, THENCE 5.0 MILES NORTH ALONG A DIRT ROAD, ON THE OUTSIDE
 HQ0515'OF A CURVE NORTH AND SOUTHEAST, 52 FEET SOUTHWEST OF THE CENTER
 HQ0515'LINE OF THE ROAD, 2.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 HQ0515'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HQ0515'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0081 ***********************************************************************
 JP0081  DESIGNATION -  F 188
 JP0081  PID         -  JP0081
 JP0081  STATE/COUNTY-  NV/NYE
 JP0081  USGS QUAD   -  CURRANT (1990)
 JP0081
 JP0081                         *CURRENT SURVEY CONTROL
 JP0081  ___________________________________________________________________
 JP0081* NAD 83(1986)-  38 42 08.     (N)    115 29 06.     (W)     SCALED    
 JP0081* NAVD 88     -      1557.919  (meters)    5111.27   (feet)  ADJUSTED  
 JP0081  ___________________________________________________________________
 JP0081  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 JP0081  DYNAMIC HT  -        1556.309 (meters)    5105.99  (feet)  COMP
 JP0081  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 JP0081
 JP0081  VERT ORDER  -  SECOND    CLASS 0
 JP0081
 JP0081.The horizontal coordinates were scaled from a topographic map and have
 JP0081.an estimated accuracy of +/- 6 seconds.
 JP0081
 JP0081.The orthometric height was determined by differential leveling
 JP0081.and adjusted by the National Geodetic Survey in June 1991..
 JP0081
 JP0081.The geoid height was determined by GEOID03.
 JP0081
 JP0081.The dynamic height is computed by dividing the NAVD 88
 JP0081.geopotential number by the normal gravity value computed on the
 JP0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0081.degrees latitude (g = 980.6199 gals.).
 JP0081
 JP0081.The modeled gravity was interpolated from observed gravity values.
 JP0081
 JP0081;                    North         East    Units  Estimated Accuracy
 JP0081;SPC NV C     - 6,439,210.      602,780.      MT  (+/- 180 meters Scaled)
 JP0081
 JP0081                          SUPERSEDED SURVEY CONTROL
 JP0081
 JP0081  NGVD 29 (??/??/92) 1556.796  (m)         5107.59   (f) ADJ UNCH    2 0
 JP0081
 JP0081.Superseded values are not recommended for survey control.
 JP0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0081.See file dsdata.txt to determine how the superseded data were derived.
 JP0081
 JP0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC317848(NAD 83)
 JP0081_MARKER: DB = BENCH MARK DISK
 JP0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0081_STAMPING: F 188 1958
 JP0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0081+STABILITY: SURFACE MOTION
 JP0081
 JP0081  HISTORY     - Date     Condition        Report By
 JP0081  HISTORY     - 1958     MONUMENTED       CGS
 JP0081
 JP0081                          STATION DESCRIPTION
 JP0081
 JP0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0081'2.9 MI S FROM CURRANT.
 JP0081'0.1 MILE SOUTHWEST ALONG U. S. HIGHWAY 6 FROM THE JUNCTION OF STATE
 JP0081'HIGHWAY 20 AT CURRANT, THENCE 2.8 MILES SOUTH ALONG A GRAVELED ROAD,
 JP0081'0.4 MILE NORTH OF THE SUMMIT OF A HILL, ON THE NORTH SIDE OF A SMALL
 JP0081'VALLEY, 61 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 72 FEET NORTH
 JP0081'OF THE APPROXIMATE CENTER OF A SHALLOW WASH, 1.6 FEET EAST OF A
 JP0081'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JP0081'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0119 ***********************************************************************
 JP0119  DESIGNATION -  F 189
 JP0119  PID         -  JP0119
 JP0119  STATE/COUNTY-  NV/NYE
 JP0119  USGS QUAD   -  WATER GAP WEST (1985)
 JP0119
 JP0119                         *CURRENT SURVEY CONTROL
 JP0119  ___________________________________________________________________
 JP0119* NAD 83(1986)-  38 04 37.     (N)    115 26 58.     (W)     SCALED    
 JP0119* NAVD 88     -      1596.902  (meters)    5239.17   (feet)  ADJUSTED  
 JP0119  ___________________________________________________________________
 JP0119  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 JP0119  DYNAMIC HT  -        1595.143 (meters)    5233.40  (feet)  COMP
 JP0119  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 JP0119
 JP0119  VERT ORDER  -  SECOND    CLASS 0
 JP0119
 JP0119.The horizontal coordinates were scaled from a topographic map and have
 JP0119.an estimated accuracy of +/- 6 seconds.
 JP0119
 JP0119.The orthometric height was determined by differential leveling
 JP0119.and adjusted by the National Geodetic Survey in June 1991..
 JP0119
 JP0119.The geoid height was determined by GEOID03.
 JP0119
 JP0119.The dynamic height is computed by dividing the NAVD 88
 JP0119.geopotential number by the normal gravity value computed on the
 JP0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0119.degrees latitude (g = 980.6199 gals.).
 JP0119
 JP0119.The modeled gravity was interpolated from observed gravity values.
 JP0119
 JP0119;                    North         East    Units  Estimated Accuracy
 JP0119;SPC NV C     - 6,369,840.      606,790.      MT  (+/- 180 meters Scaled)
 JP0119
 JP0119                          SUPERSEDED SURVEY CONTROL
 JP0119
 JP0119  NGVD 29 (??/??/92) 1595.818  (m)         5235.61   (f) ADJ UNCH    2 0
 JP0119
 JP0119.Superseded values are not recommended for survey control.
 JP0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0119.See file dsdata.txt to determine how the superseded data were derived.
 JP0119
 JP0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC359154(NAD 83)
 JP0119_MARKER: DB = BENCH MARK DISK
 JP0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0119_STAMPING: F 189 1958
 JP0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0119+STABILITY: SURFACE MOTION
 JP0119
 JP0119  HISTORY     - Date     Condition        Report By
 JP0119  HISTORY     - 1958     MONUMENTED       CGS
 JP0119
 JP0119                          STATION DESCRIPTION
 JP0119
 JP0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0119'8.2 MI SE FROM SHARP.
 JP0119'0.1 MILE NORTHEAST ALONG A DIRT ROAD FROM THE UHLAJDE RANCHHOUSE AT
 JP0119'SHARP, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 7.9 MILES
 JP0119'SOUTHEAST ALONG A DIRT ROAD LEADING TO PIOCHE, 56 1/2 FEET SOUTH OF
 JP0119'THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF A WITNESS POST, ABOUT
 JP0119'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JP0119'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0232 ***********************************************************************
 MU0232  DESIGNATION -  F 19
 MU0232  PID         -  MU0232
 MU0232  STATE/COUNTY-  NV/HUMBOLDT
 MU0232  USGS QUAD   -  GALLAGHER FLAT (1982)
 MU0232
 MU0232                         *CURRENT SURVEY CONTROL
 MU0232  ___________________________________________________________________
 MU0232* NAD 83(1986)-  41 23 41.     (N)    117 53 55.     (W)     SCALED    
 MU0232* NAVD 88     -      1260.325  (meters)    4134.92   (feet)  ADJUSTED  
 MU0232  ___________________________________________________________________
 MU0232  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 MU0232  DYNAMIC HT  -        1259.432 (meters)    4131.99  (feet)  COMP
 MU0232  MODELED GRAV-     979,871.9   (mgal)                       NAVD 88
 MU0232
 MU0232  VERT ORDER  -  FIRST     CLASS II
 MU0232
 MU0232.The horizontal coordinates were scaled from a topographic map and have
 MU0232.an estimated accuracy of +/- 6 seconds.
 MU0232
 MU0232.The orthometric height was determined by differential leveling
 MU0232.and adjusted by the National Geodetic Survey in June 1991..
 MU0232
 MU0232.The geoid height was determined by GEOID03.
 MU0232
 MU0232.The dynamic height is computed by dividing the NAVD 88
 MU0232.geopotential number by the normal gravity value computed on the
 MU0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0232.degrees latitude (g = 980.6199 gals.).
 MU0232
 MU0232.The modeled gravity was interpolated from observed gravity values.
 MU0232
 MU0232;                    North         East    Units  Estimated Accuracy
 MU0232;SPC NV W     - 4,737,700.      857,260.      MT  (+/- 180 meters Scaled)
 MU0232
 MU0232                          SUPERSEDED SURVEY CONTROL
 MU0232
 MU0232  NGVD 29 (??/??/92) 1259.248  (m)         4131.38   (f) ADJ UNCH    1 2
 MU0232
 MU0232.Superseded values are not recommended for survey control.
 MU0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0232.See file dsdata.txt to determine how the superseded data were derived.
 MU0232
 MU0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF248829(NAD 83)
 MU0232_MARKER: DB = BENCH MARK DISK
 MU0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0232_STAMPING: 4131.258 F 19 1931
 MU0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0232+STABILITY: SURFACE MOTION
 MU0232
 MU0232  HISTORY     - Date     Condition        Report By
 MU0232  HISTORY     - 1931     MONUMENTED       CGS
 MU0232  HISTORY     - 1957     GOOD             USGS
 MU0232
 MU0232                          STATION DESCRIPTION
 MU0232
 MU0232'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MU0232'37.8 MI N FROM WINNEMUCCA.
 MU0232'37.8 MILES NORTH ALONG THE HIGHWAY FROM WINNEMUCCA, HUMBOLDT COUNTY,
 MU0232'ON THE OLD DENIO HIGHWAY, 6.3 MILES WEST OF THE JUNCTION OF THE
 MU0232'HIGHWAY AND HIGHWAY 95, 8.1 MILES EAST OF THE SOD HOUSE RANCH, AND 21
 MU0232'FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK,
 MU0232'STAMPED 4131.258 F 19 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0364 ***********************************************************************
 LQ0364  DESIGNATION -  F 19
 LQ0364  PID         -  LQ0364
 LQ0364  STATE/COUNTY-  NV/ELKO
 LQ0364  USGS QUAD   -  CEDAR RIDGE (1985)
 LQ0364
 LQ0364                         *CURRENT SURVEY CONTROL
 LQ0364  ___________________________________________________________________
 LQ0364* NAD 83(1986)-  40 24 05.     (N)    115 48 32.     (W)     SCALED    
 LQ0364* NAVD 88     -      1753.853  (meters)    5754.10   (feet)  ADJUSTED  
 LQ0364  ___________________________________________________________________
 LQ0364  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 LQ0364  DYNAMIC HT  -        1752.282 (meters)    5748.95  (feet)  COMP
 LQ0364  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 LQ0364
 LQ0364  VERT ORDER  -  SECOND    CLASS 0
 LQ0364
 LQ0364.The horizontal coordinates were scaled from a topographic map and have
 LQ0364.an estimated accuracy of +/- 6 seconds.
 LQ0364
 LQ0364.The orthometric height was determined by differential leveling
 LQ0364.and adjusted by the National Geodetic Survey in June 1991..
 LQ0364
 LQ0364.The geoid height was determined by GEOID03.
 LQ0364
 LQ0364.The dynamic height is computed by dividing the NAVD 88
 LQ0364.geopotential number by the normal gravity value computed on the
 LQ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0364.degrees latitude (g = 980.6199 gals.).
 LQ0364
 LQ0364.The modeled gravity was interpolated from observed gravity values.
 LQ0364
 LQ0364;                    North         East    Units  Estimated Accuracy
 LQ0364;SPC NV E     - 8,627,200.      180,850.      MT  (+/- 180 meters Scaled)
 LQ0364
 LQ0364                          SUPERSEDED SURVEY CONTROL
 LQ0364
 LQ0364  NGVD 29 (??/??/92) 1752.73   (m)         5750.4    (f) COMPUTED    2 0
 LQ0364
 LQ0364.Superseded values are not recommended for survey control.
 LQ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0364.See file dsdata.txt to determine how the superseded data were derived.
 LQ0364
 LQ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE010729(NAD 83)
 LQ0364_MARKER: DD = SURVEY DISK
 LQ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0364_STAMPING: F 19 5749 1934
 LQ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0364+STABILITY: SURFACE MOTION
 LQ0364
 LQ0364  HISTORY     - Date     Condition        Report By
 LQ0364  HISTORY     - 1934     MONUMENTED       USGS
 LQ0364  HISTORY     - 1963     GOOD             NGS
 LQ0364
 LQ0364                          STATION DESCRIPTION
 LQ0364
 LQ0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LQ0364'8.45 MI W FROM JIGGS.
 LQ0364'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0364'JIGGS, THENCE 8.15 MILES WEST ALONG THE LITTLE PORTER CREEK ROAD, ON
 LQ0364'THE OUTSIDE OF A CURVE, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LQ0364'12 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD WEST, 1/2 FOOT HIGHER
 LQ0364'THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0245 ***********************************************************************
 KR0245  DESIGNATION -  F 19
 KR0245  PID         -  KR0245
 KR0245  STATE/COUNTY-  NV/CHURCHILL
 KR0245  USGS QUAD   -  GRIMES POINT (1985)
 KR0245
 KR0245                         *CURRENT SURVEY CONTROL
 KR0245  ___________________________________________________________________
 KR0245* NAD 83(1994)-  39 26 42.95195(N)    118 43 13.42458(W)     ADJUSTED  
 KR0245* NAVD 88     -      1201.363  (meters)    3941.47   (feet)  ADJUSTED  
 KR0245  ___________________________________________________________________
 KR0245  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 KR0245  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 KR0245  DYNAMIC HT  -        1200.325 (meters)    3938.07  (feet)  COMP
 KR0245  MODELED GRAV-     979,721.1   (mgal)                       NAVD 88
 KR0245
 KR0245  HORZ ORDER  -  FIRST
 KR0245  VERT ORDER  -  FIRST     CLASS II
 KR0245
 KR0245.The horizontal coordinates were established by classical geodetic methods
 KR0245.and adjusted by the National Geodetic Survey in June 1998..
 KR0245
 KR0245.The orthometric height was determined by differential leveling
 KR0245.and adjusted by the National Geodetic Survey in June 1991..
 KR0245
 KR0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0245
 KR0245.The geoid height was determined by GEOID03.
 KR0245
 KR0245.The dynamic height is computed by dividing the NAVD 88
 KR0245.geopotential number by the normal gravity value computed on the
 KR0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0245.degrees latitude (g = 980.6199 gals.).
 KR0245
 KR0245.The modeled gravity was interpolated from observed gravity values.
 KR0245
 KR0245;                    North         East     Units Scale Factor Converg.
 KR0245;SPC NV W     - 4,521,035.651   788,202.732   MT  0.99990171   -0 05 13.5
 KR0245;SPC NV W     -14,832,764.46  2,585,961.80   sFT  0.99990171   -0 05 13.5
 KR0245;UTM  11      - 4,367,602.253   351,961.784   MT  0.99986983   -1 05 35.6
 KR0245
 KR0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0245!SPC NV W     -   0.99981541  x   0.99990171  =   0.99971713
 KR0245!UTM  11      -   0.99981541  x   0.99986983  =   0.99968526
 KR0245
 KR0245:                Primary Azimuth Mark                     Grid Az
 KR0245:SPC NV W     -  F 80 ECCENTRIC                           128 24 25.9
 KR0245:UTM  11      -  F 80 ECCENTRIC                           129 24 48.0
 KR0245
 KR0245|---------------------------------------------------------------------|
 KR0245| PID    Reference Object                     Distance      Geod. Az  |
 KR0245|                                                           dddmmss.s |
 KR0245| KR1516 F 80 ECCENTRIC                      APPROX. 3.0 KM 1281912.4 |
 KR0245|---------------------------------------------------------------------|
 KR0245
 KR0245                          SUPERSEDED SURVEY CONTROL
 KR0245
 KR0245  NAD 83(1986)-  39 26 42.95887(N)    118 43 13.42149(W) AD(       ) 1
 KR0245  NAD 27      -  39 26 43.25400(N)    118 43 09.88600(W) AD(       ) 1
 KR0245  NGVD 29 (??/??/92) 1200.403  (m)         3938.32   (f) ADJ UNCH    1 2
 KR0245
 KR0245.Superseded values are not recommended for survey control.
 KR0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0245.See file dsdata.txt to determine how the superseded data were derived.
 KR0245
 KR0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD5196267602(NAD 83)
 KR0245_MARKER: DD = SURVEY DISK
 KR0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0245_STAMPING: F 19 1951 3938.011
 KR0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0245+STABILITY: SURFACE MOTION
 KR0245
 KR0245  HISTORY     - Date     Condition        Report By
 KR0245  HISTORY     - 1955     MONUMENTED       USN
 KR0245  HISTORY     - 1967     GOOD             NGS
 KR0245  HISTORY     - 1974     GOOD             NGS
 KR0245
 KR0245                          STATION DESCRIPTION
 KR0245
 KR0245'DESCRIBED BY US NAVY 1955 (LSB)
 KR0245'THE STATION IS LOCATED ABOUT 5-1/2 MILES, AIRLINE, SOUTHEAST
 KR0245'OF FALLON ON THE PROPERTY OF THE FALLON NAVAL AUXILIARY
 KR0245'AIR STATION.  IT IS ABOUT 2-1/2 MILES NORTH-NORTHWEST OF THE
 KR0245'ADMINISTRATION BUILDINGS AND HANGARS OF THE AIR STATION AND
 KR0245'ABOUT 0.3 MILE SOUTHEAST OF THE NORTHWEST SENTRY STATION.
 KR0245'
 KR0245'TO REACH FROM THE COURTHOUSE IN FALLON, GO SOUTH AND EAST ON
 KR0245'U.S. HIGHWAY 50 FOR 9.1 MILES TO THE SOUTH ENTRANCE TO THE
 KR0245'AIR STATION ON THE LEFT.  TURN LEFT (N) AND GO 0.1 MILE TO THE
 KR0245'SENTRY STATION.  CONTINUE STRAIGHT AHEAD (N) AND GO 0.05
 KR0245'MILE TO A MACADAM SIDE ROAD LEFT.  TURN LEFT (W) AND GO WEST
 KR0245'AND NORTH FOR 3.55 MILES TO A MACADAM SIDE ROAD RIGHT.
 KR0245'TURN RIGHT (E) AND GO 0.25 MILE TO DIM TRACKS LEFT.  TURN
 KR0245'LEFT (N) AND GO 0.05 MILE TO THE STATION.
 KR0245'
 KR0245'THE STATION MARK, STAMPED F 19 1951, IS A BRONZE DISK SET
 KR0245'IN THE TOP OF A SQUARE 8-INCH BY 8-INCH CONCRETE POST WHICH
 KR0245'PROJECTS ABOUT 1 INCH.  IT IS ABOUT 10 YARDS SOUTH OF A FENCE.
 KR0245'THIS IS A MARK OF THE PUBLIC WORKS OFFICE, NAVY DEPARTMENT, 12 TH
 KR0245'NAVAL DISTRICT, SAN FRANCISCO, CALIFORNIA.
 KR0245'
 KR0245'HEIGHT OF LIGHT ABOVE STATION MARK 6.1 METERS.
 KR0245
 KR0245                          STATION RECOVERY (1967)
 KR0245
 KR0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KR0245'4.35 MI SE FROM FALLON.
 KR0245'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0245'FROM THE CITY HALL AT FALLON, THENCE 0.25 MILE SOUTH ALONG SHERMAN
 KR0245'STREET, THENCE 0.2 MILE EAST ALONG STILLWATER AVENUE, THENCE 0.8 MILE
 KR0245'SOUTH ALONG A PAVED ROAD WHICH WAS FORMERLY U.S. HIGHWAY 50 ALTERNATE,
 KR0245'THENCE 2.6 MILES SOUTHEAST ALONG A PAVED ROAD, IN SECTION 10, T 18 N,
 KR0245'R 29 E, 0.3 MILE SOUTHEAST OF THE NORTH GATE OF THE FALLON NAVAL AIR
 KR0245'STATION, 77 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD, 90 FEET
 KR0245'SOUTHEAST OF THE EAST END OF THE SOUTH HEAD WALL OF AN 18-INCH
 KR0245'CORRUGATED METAL CULVERT, 58 FEET SOUTHEAST OF POWER POLE NUMBER
 KR0245'2564D, 28 1/2 FEET SOUTH OF A FENCE, 1.1 FEET SOUTHWEST OF A WOODEN
 KR0245'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, A US NAVY DISK
 KR0245'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 KR0245
 KR0245                          STATION RECOVERY (1974)
 KR0245
 KR0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 KR0245'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KR0245'
 KR0245'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 KR0245'SE OF FALLON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0132 ***********************************************************************
 KP0132  DESIGNATION -  F 190
 KP0132  PID         -  KP0132
 KP0132  STATE/COUNTY-  NV/WHITE PINE
 KP0132  USGS QUAD   -  CHERRY SPRING (1982)
 KP0132
 KP0132                         *CURRENT SURVEY CONTROL
 KP0132  ___________________________________________________________________
 KP0132* NAD 83(1986)-  39 59 47.     (N)    114 41 27.     (W)     SCALED    
 KP0132* NAVD 88     -      1797.480  (meters)    5897.23   (feet)  ADJUSTED  
 KP0132  ___________________________________________________________________
 KP0132  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 KP0132  DYNAMIC HT  -        1795.722 (meters)    5891.46  (feet)  COMP
 KP0132  MODELED GRAV-     979,584.9   (mgal)                       NAVD 88
 KP0132
 KP0132  VERT ORDER  -  SECOND    CLASS 0
 KP0132
 KP0132.The horizontal coordinates were scaled from a topographic map and have
 KP0132.an estimated accuracy of +/- 6 seconds.
 KP0132
 KP0132.The orthometric height was determined by differential leveling
 KP0132.and adjusted by the National Geodetic Survey in June 1991..
 KP0132
 KP0132.The geoid height was determined by GEOID03.
 KP0132
 KP0132.The dynamic height is computed by dividing the NAVD 88
 KP0132.geopotential number by the normal gravity value computed on the
 KP0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0132.degrees latitude (g = 980.6199 gals.).
 KP0132
 KP0132.The modeled gravity was interpolated from observed gravity values.
 KP0132
 KP0132;                    North         East    Units  Estimated Accuracy
 KP0132;SPC NV E     - 8,582,590.      276,210.      MT  (+/- 180 meters Scaled)
 KP0132
 KP0132                          SUPERSEDED SURVEY CONTROL
 KP0132
 KP0132  NGVD 29 (??/??/92) 1796.28   (m)         5893.3    (f) COMPUTED    2 0
 KP0132
 KP0132.Superseded values are not recommended for survey control.
 KP0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0132.See file dsdata.txt to determine how the superseded data were derived.
 KP0132
 KP0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE971299(NAD 83)
 KP0132_MARKER: DB = BENCH MARK DISK
 KP0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0132_STAMPING: F 190 1958
 KP0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0132+STABILITY: SURFACE MOTION
 KP0132
 KP0132  HISTORY     - Date     Condition        Report By
 KP0132  HISTORY     - 1958     MONUMENTED       CGS
 KP0132
 KP0132                          STATION DESCRIPTION
 KP0132
 KP0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KP0132'6.9 MI SW FROM LAGES STATION.
 KP0132'6.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 93 AND 50 ALTERNATE FROM THE
 KP0132'JUNCTION OF U. S. HIGHWAY 93 AT LAGES STATION, THENCE 0.7 MILE WEST
 KP0132'ALONG A DIRT ROAD, 0.1 MILE WEST OF A GATE IN A FENCE LINE, 28 FEET
 KP0132'SOUTH OF THE CENTER LINE OF THE ROAD, 2.8 FEET NORTH OF A FENCE, 3.2
 KP0132'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 KP0132'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0180 ***********************************************************************
 LQ0180  DESIGNATION -  F 191
 LQ0180  PID         -  LQ0180
 LQ0180  STATE/COUNTY-  NV/ELKO
 LQ0180  USGS QUAD   -  WHITE HORSE MOUNTAIN (1982)
 LQ0180
 LQ0180                         *CURRENT SURVEY CONTROL
 LQ0180  ___________________________________________________________________
 LQ0180* NAD 83(1986)-  40 19 56.     (N)    114 18 03.     (W)     SCALED    
 LQ0180* NAVD 88     -      1722.654  (meters)    5651.74   (feet)  ADJUSTED  
 LQ0180  ___________________________________________________________________
 LQ0180  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 LQ0180  DYNAMIC HT  -        1721.120 (meters)    5646.71  (feet)  COMP
 LQ0180  MODELED GRAV-     979,673.5   (mgal)                       NAVD 88
 LQ0180
 LQ0180  VERT ORDER  -  SECOND    CLASS 0
 LQ0180
 LQ0180.The horizontal coordinates were scaled from a topographic map and have
 LQ0180.an estimated accuracy of +/- 6 seconds.
 LQ0180
 LQ0180.The orthometric height was determined by differential leveling
 LQ0180.and adjusted by the National Geodetic Survey in June 1991..
 LQ0180
 LQ0180.The geoid height was determined by GEOID03.
 LQ0180
 LQ0180.The dynamic height is computed by dividing the NAVD 88
 LQ0180.geopotential number by the normal gravity value computed on the
 LQ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0180.degrees latitude (g = 980.6199 gals.).
 LQ0180
 LQ0180.The modeled gravity was interpolated from observed gravity values.
 LQ0180
 LQ0180;                    North         East    Units  Estimated Accuracy
 LQ0180;SPC NV E     - 8,620,290.      308,980.      MT  (+/- 180 meters Scaled)
 LQ0180
 LQ0180                          SUPERSEDED SURVEY CONTROL
 LQ0180
 LQ0180  NGVD 29 (??/??/92) 1721.554  (m)         5648.13   (f) ADJ UNCH    2 0
 LQ0180
 LQ0180.Superseded values are not recommended for survey control.
 LQ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0180.See file dsdata.txt to determine how the superseded data were derived.
 LQ0180
 LQ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE292681(NAD 83)
 LQ0180_MARKER: DB = BENCH MARK DISK
 LQ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0180_STAMPING: F 191 1958
 LQ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0180+STABILITY: SURFACE MOTION
 LQ0180
 LQ0180  HISTORY     - Date     Condition        Report By
 LQ0180  HISTORY     - 1958     MONUMENTED       CGS
 LQ0180
 LQ0180                          STATION DESCRIPTION
 LQ0180
 LQ0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0180'13.3 MI NE FROM BOONE SPRINGS.
 LQ0180'13.3 MILES NORTHEAST ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE UTOCO
 LQ0180'SERVICE STATION AT BOONE SPRINGS, 0.45 MILE WEST OF THE CROSSING OF A
 LQ0180'TELEPHONE LINE, AT THE EAST END OF A LONG CURVE, 52 FEET NORTH OF THE
 LQ0180'CENTER LINE OF THE HIGHWAY, 2.9 FEET EAST OF A WITNESS POST, 2 FEET
 LQ0180'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LQ0180'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0327 ***********************************************************************
 MT0327  DESIGNATION -  F 192
 MT0327  PID         -  MT0327
 MT0327  STATE/COUNTY-  NV/ELKO
 MT0327  USGS QUAD   -  WINE CUP RANCH (1968)
 MT0327
 MT0327                         *CURRENT SURVEY CONTROL
 MT0327  ___________________________________________________________________
 MT0327* NAD 83(1986)-  41 26 29.     (N)    114 38 09.     (W)     SCALED    
 MT0327* NAVD 88     -      1671.203  (meters)    5482.94   (feet)  ADJUSTED  
 MT0327  ___________________________________________________________________
 MT0327  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 MT0327  DYNAMIC HT  -        1669.879 (meters)    5478.59  (feet)  COMP
 MT0327  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 MT0327
 MT0327  VERT ORDER  -  SECOND    CLASS 0
 MT0327
 MT0327.The horizontal coordinates were scaled from a topographic map and have
 MT0327.an estimated accuracy of +/- 6 seconds.
 MT0327
 MT0327.The orthometric height was determined by differential leveling
 MT0327.and adjusted by the National Geodetic Survey in June 1991..
 MT0327
 MT0327.The geoid height was determined by GEOID03.
 MT0327
 MT0327.The dynamic height is computed by dividing the NAVD 88
 MT0327.geopotential number by the normal gravity value computed on the
 MT0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0327.degrees latitude (g = 980.6199 gals.).
 MT0327
 MT0327.The modeled gravity was interpolated from observed gravity values.
 MT0327
 MT0327;                    North         East    Units  Estimated Accuracy
 MT0327;SPC NV E     - 8,743,090.      279,180.      MT  (+/- 180 meters Scaled)
 MT0327
 MT0327                          SUPERSEDED SURVEY CONTROL
 MT0327
 MT0327  NGVD 29 (??/??/92) 1670.039  (m)         5479.12   (f) ADJ UNCH    2 0
 MT0327
 MT0327.Superseded values are not recommended for survey control.
 MT0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0327.See file dsdata.txt to determine how the superseded data were derived.
 MT0327
 MT0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF975904(NAD 83)
 MT0327_MARKER: DB = BENCH MARK DISK
 MT0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0327_STAMPING: F 192 1958
 MT0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0327+STABILITY: SURFACE MOTION
 MT0327
 MT0327  HISTORY     - Date     Condition        Report By
 MT0327  HISTORY     - 1958     MONUMENTED       CGS
 MT0327
 MT0327                          STATION DESCRIPTION
 MT0327
 MT0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0327'7.9 MI E FROM WILKINS.
 MT0327'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0327'POST AT WILKINS, THENCE 7.2 MILES SOUTHEAST AND EAST ALONG A GRAVEL
 MT0327'ROAD, 43 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 12 1/2 FEET
 MT0327'NORTHEAST OF A TELEPHONE POLE, 2.0 FEET SOUTHEAST OF A WITNESS POST, 1
 MT0327'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MT0327'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0245 ***********************************************************************
 MT0245  DESIGNATION -  F 196
 MT0245  PID         -  MT0245
 MT0245  STATE/COUNTY-  NV/ELKO
 MT0245  USGS QUAD   -  WILKINS (1968)
 MT0245
 MT0245                         *CURRENT SURVEY CONTROL
 MT0245  ___________________________________________________________________
 MT0245* NAD 83(1986)-  41 24 47.     (N)    114 50 48.     (W)     SCALED    
 MT0245* NAVD 88     -      1819.939  (meters)    5970.92   (feet)  ADJUSTED  
 MT0245  ___________________________________________________________________
 MT0245  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 MT0245  DYNAMIC HT  -        1818.490 (meters)    5966.16  (feet)  COMP
 MT0245  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 MT0245
 MT0245  VERT ORDER  -  SECOND    CLASS 0
 MT0245
 MT0245.The horizontal coordinates were scaled from a topographic map and have
 MT0245.an estimated accuracy of +/- 6 seconds.
 MT0245
 MT0245.The orthometric height was determined by differential leveling
 MT0245.and adjusted by the National Geodetic Survey in June 1991..
 MT0245
 MT0245.The geoid height was determined by GEOID03.
 MT0245
 MT0245.The dynamic height is computed by dividing the NAVD 88
 MT0245.geopotential number by the normal gravity value computed on the
 MT0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0245.degrees latitude (g = 980.6199 gals.).
 MT0245
 MT0245.The modeled gravity was interpolated from observed gravity values.
 MT0245
 MT0245;                    North         East    Units  Estimated Accuracy
 MT0245;SPC NV E     - 8,739,780.      261,590.      MT  (+/- 180 meters Scaled)
 MT0245
 MT0245                          SUPERSEDED SURVEY CONTROL
 MT0245
 MT0245  NGVD 29 (??/??/92) 1818.757  (m)         5967.04   (f) ADJ UNCH    2 0
 MT0245
 MT0245.Superseded values are not recommended for survey control.
 MT0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0245.See file dsdata.txt to determine how the superseded data were derived.
 MT0245
 MT0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF799868(NAD 83)
 MT0245_MARKER: DB = BENCH MARK DISK
 MT0245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0245_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MT0245_STAMPING: F 196 1958
 MT0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0245
 MT0245  HISTORY     - Date     Condition        Report By
 MT0245  HISTORY     - 1958     MONUMENTED       CGS
 MT0245
 MT0245                          STATION DESCRIPTION
 MT0245
 MT0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0245'12.8 MI N FROM MELANDCO.
 MT0245'ABOUT 12.8 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 MT0245'WATER TANK AT MELANDCO, ON THE SOUTH BANK OF A DEEP RAVINE, 39 FEET
 MT0245'WEST OF THE WEST RAIL, 300 FEET SOUTH OF THE SOUTH END OF BRIDGE
 MT0245'95.94, 7 FEET EAST OF THE FENCE, 6 FEET NORTHEAST OF MILEPOST 96, A
 MT0245'DISK ON THE TOP OF A 3-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0309 ***********************************************************************
 MU0309  DESIGNATION -  F 197
 MU0309  PID         -  MU0309
 MU0309  STATE/COUNTY-  NV/HUMBOLDT
 MU0309  USGS QUAD   -  BUCKSKIN MOUNTAIN (1991)
 MU0309
 MU0309                         *CURRENT SURVEY CONTROL
 MU0309  ___________________________________________________________________
 MU0309* NAD 83(1986)-  41 45 19.     (N)    117 31 22.     (W)     SCALED    
 MU0309* NAVD 88     -      2137.544  (meters)    7012.93   (feet)  ADJUSTED  
 MU0309  ___________________________________________________________________
 MU0309  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 MU0309  DYNAMIC HT  -        2135.822 (meters)    7007.28  (feet)  COMP
 MU0309  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 MU0309
 MU0309  VERT ORDER  -  SECOND    CLASS 0
 MU0309
 MU0309.The horizontal coordinates were scaled from a topographic map and have
 MU0309.an estimated accuracy of +/- 6 seconds.
 MU0309
 MU0309.The orthometric height was determined by differential leveling
 MU0309.and adjusted by the National Geodetic Survey in June 1991..
 MU0309
 MU0309.The geoid height was determined by GEOID03.
 MU0309
 MU0309.The dynamic height is computed by dividing the NAVD 88
 MU0309.geopotential number by the normal gravity value computed on the
 MU0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0309.degrees latitude (g = 980.6199 gals.).
 MU0309
 MU0309.The modeled gravity was interpolated from observed gravity values.
 MU0309
 MU0309;                    North         East    Units  Estimated Accuracy
 MU0309;SPC NV W     - 4,778,060.      888,200.      MT  (+/- 180 meters Scaled)
 MU0309
 MU0309                          SUPERSEDED SURVEY CONTROL
 MU0309
 MU0309  NGVD 29 (??/??/92) 2136.28   (m)         7008.8    (f) COMPUTED    2 0
 MU0309
 MU0309.Superseded values are not recommended for survey control.
 MU0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0309.See file dsdata.txt to determine how the superseded data were derived.
 MU0309
 MU0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG565227(NAD 83)
 MU0309_MARKER: DB = BENCH MARK DISK
 MU0309_SETTING: 66 = SET IN ROCK OUTCROP
 MU0309_SP_SET: SET IN ROCK OUTCROP
 MU0309_STAMPING: F 197 1963
 MU0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0309+STABILITY: POSITION/ELEVATION WELL
 MU0309
 MU0309  HISTORY     - Date     Condition        Report By
 MU0309  HISTORY     - 1963     MONUMENTED       CGS
 MU0309
 MU0309                          STATION DESCRIPTION
 MU0309
 MU0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0309'28.6 MI SE FROM MCDERMITT.
 MU0309'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0309'LINE AT MCDERMITT, THENCE 14.6 MILES SOUTHEAST ALONG BUCKSKIN ROAD, ON
 MU0309'THE TOP OF A RIDGE, IN THE TOP OF A 10- BY 16-FOOT OUTCROP, 102 FEET
 MU0309'SOUTH OF THE CENTER LINE OF THE ROAD, 45 FEET NORTHWEST OF A LONE
 MU0309'TREE, AND ABOUT 15 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0177 ***********************************************************************
 MU0177  DESIGNATION -  F 198
 MU0177  PID         -  MU0177
 MU0177  STATE/COUNTY-  NV/HUMBOLDT
 MU0177  USGS QUAD   -  CAPITOL PEAK (1980)
 MU0177
 MU0177                         *CURRENT SURVEY CONTROL
 MU0177  ___________________________________________________________________
 MU0177* NAD 83(1986)-  41 47 21.     (N)    117 15 32.     (W)     SCALED    
 MU0177* NAVD 88     -      1950.325  (meters)    6398.69   (feet)  ADJUSTED  
 MU0177  ___________________________________________________________________
 MU0177  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 MU0177  DYNAMIC HT  -        1948.803 (meters)    6393.70  (feet)  COMP
 MU0177  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 MU0177
 MU0177  VERT ORDER  -  SECOND    CLASS 0
 MU0177
 MU0177.The horizontal coordinates were scaled from a topographic map and have
 MU0177.an estimated accuracy of +/- 6 seconds.
 MU0177
 MU0177.The orthometric height was determined by differential leveling
 MU0177.and adjusted by the National Geodetic Survey in June 1991..
 MU0177
 MU0177.The geoid height was determined by GEOID03.
 MU0177
 MU0177.The dynamic height is computed by dividing the NAVD 88
 MU0177.geopotential number by the normal gravity value computed on the
 MU0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0177.degrees latitude (g = 980.6199 gals.).
 MU0177
 MU0177.The modeled gravity was interpolated from observed gravity values.
 MU0177
 MU0177;                    North         East    Units  Estimated Accuracy
 MU0177;SPC NV W     - 4,782,130.      910,080.      MT  (+/- 180 meters Scaled)
 MU0177
 MU0177                          SUPERSEDED SURVEY CONTROL
 MU0177
 MU0177  NGVD 29 (??/??/92) 1949.092  (m)         6394.65   (f) ADJ UNCH    2 0
 MU0177
 MU0177.Superseded values are not recommended for survey control.
 MU0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0177.See file dsdata.txt to determine how the superseded data were derived.
 MU0177
 MU0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG784264(NAD 83)
 MU0177_MARKER: DB = BENCH MARK DISK
 MU0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0177_STAMPING: F 198 1963
 MU0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0177+STABILITY: SURFACE MOTION
 MU0177
 MU0177  HISTORY     - Date     Condition        Report By
 MU0177  HISTORY     - 1963     MONUMENTED       CGS
 MU0177
 MU0177                          STATION DESCRIPTION
 MU0177
 MU0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0177'49.9 MI E FROM MCDERMITT.
 MU0177'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0177'LINE AT MCDERMITT, THENCE 17.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0177'THENCE 18.75 MILES NORTHEAST ALONG A DIRT ROAD, 18 FEET NORTH OF THE
 MU0177'CENTER LINE OF THE ROAD, 7.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 MU0177'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 MU0177'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0368 ***********************************************************************
 LQ0368  DESIGNATION -  F 199
 LQ0368  PID         -  LQ0368
 LQ0368  STATE/COUNTY-  NV/ELKO
 LQ0368  USGS QUAD   -  CEDAR RIDGE (1985)
 LQ0368
 LQ0368                         *CURRENT SURVEY CONTROL
 LQ0368  ___________________________________________________________________
 LQ0368* NAD 83(1986)-  40 24 59.     (N)    115 45 31.     (W)     SCALED    
 LQ0368* NAVD 88     -      1695.783  (meters)    5563.58   (feet)  ADJUSTED  
 LQ0368  ___________________________________________________________________
 LQ0368  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 LQ0368  DYNAMIC HT  -        1694.255 (meters)    5558.57  (feet)  COMP
 LQ0368  MODELED GRAV-     979,664.4   (mgal)                       NAVD 88
 LQ0368
 LQ0368  VERT ORDER  -  SECOND    CLASS 0
 LQ0368
 LQ0368.The horizontal coordinates were scaled from a topographic map and have
 LQ0368.an estimated accuracy of +/- 6 seconds.
 LQ0368
 LQ0368.The orthometric height was determined by differential leveling
 LQ0368.and adjusted by the National Geodetic Survey in June 1991..
 LQ0368
 LQ0368.The geoid height was determined by GEOID03.
 LQ0368
 LQ0368.The dynamic height is computed by dividing the NAVD 88
 LQ0368.geopotential number by the normal gravity value computed on the
 LQ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0368.degrees latitude (g = 980.6199 gals.).
 LQ0368
 LQ0368.The modeled gravity was interpolated from observed gravity values.
 LQ0368
 LQ0368;                    North         East    Units  Estimated Accuracy
 LQ0368;SPC NV E     - 8,628,860.      185,130.      MT  (+/- 180 meters Scaled)
 LQ0368
 LQ0368                          SUPERSEDED SURVEY CONTROL
 LQ0368
 LQ0368  NGVD 29 (??/??/92) 1694.653  (m)         5559.87   (f) ADJ UNCH    2 0
 LQ0368
 LQ0368.Superseded values are not recommended for survey control.
 LQ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0368.See file dsdata.txt to determine how the superseded data were derived.
 LQ0368
 LQ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE053747(NAD 83)
 LQ0368_MARKER: DB = BENCH MARK DISK
 LQ0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0368_STAMPING: F 199 1963
 LQ0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0368+STABILITY: SURFACE MOTION
 LQ0368
 LQ0368  HISTORY     - Date     Condition        Report By
 LQ0368  HISTORY     - 1963     MONUMENTED       CGS
 LQ0368
 LQ0368                          STATION DESCRIPTION
 LQ0368
 LQ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0368'5.45 MI W FROM JIGGS.
 LQ0368'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0368'JIGGS, THENCE 5.15 MILES WEST ALONG THE LITTLE PORTER CREEK ROAD, 0.45
 LQ0368'MILE SOUTHWEST OF A ROAD WEST-NORTHWEST, 22 FEET SOUTH OF THE CENTER
 LQ0368'LINE OF THE ROAD, 1.6 FEET WEST OF A WITNESS POST, 1 FOOT HIGHER THAN
 LQ0368'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0029 ***********************************************************************
 MV0029  DESIGNATION -  F 20
 MV0029  PID         -  MV0029
 MV0029  STATE/COUNTY-  NV/HUMBOLDT
 MV0029  USGS QUAD   -  DENIO SUMMIT (1990)
 MV0029
 MV0029                         *CURRENT SURVEY CONTROL
 MV0029  ___________________________________________________________________
 MV0029* NAD 83(1986)-  41 45 41.     (N)    118 33 00.     (W)     SCALED    
 MV0029* NAVD 88     -      1360.047  (meters)    4462.09   (feet)  ADJUSTED  
 MV0029  ___________________________________________________________________
 MV0029  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 MV0029  DYNAMIC HT  -        1359.096 (meters)    4458.97  (feet)  COMP
 MV0029  MODELED GRAV-     979,876.1   (mgal)                       NAVD 88
 MV0029
 MV0029  VERT ORDER  -  FIRST     CLASS II
 MV0029
 MV0029.The horizontal coordinates were scaled from a topographic map and have
 MV0029.an estimated accuracy of +/- 6 seconds.
 MV0029
 MV0029.The orthometric height was determined by differential leveling
 MV0029.and adjusted by the National Geodetic Survey in June 1991..
 MV0029
 MV0029.The geoid height was determined by GEOID03.
 MV0029
 MV0029.The dynamic height is computed by dividing the NAVD 88
 MV0029.geopotential number by the normal gravity value computed on the
 MV0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0029.degrees latitude (g = 980.6199 gals.).
 MV0029
 MV0029.The modeled gravity was interpolated from observed gravity values.
 MV0029
 MV0029;                    North         East    Units  Estimated Accuracy
 MV0029;SPC NV W     - 4,778,200.      802,770.      MT  (+/- 180 meters Scaled)
 MV0029
 MV0029                          SUPERSEDED SURVEY CONTROL
 MV0029
 MV0029  NGVD 29 (??/??/92) 1358.900  (m)         4458.32   (f) ADJ UNCH    1 2
 MV0029
 MV0029.Superseded values are not recommended for survey control.
 MV0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0029.See file dsdata.txt to determine how the superseded data were derived.
 MV0029
 MV0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG711244(NAD 83)
 MV0029_MARKER: DB = BENCH MARK DISK
 MV0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0029_STAMPING: 4458.318 F 20 1931
 MV0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0029+STABILITY: SURFACE MOTION
 MV0029
 MV0029  HISTORY     - Date     Condition        Report By
 MV0029  HISTORY     - 1931     MONUMENTED       CGS
 MV0029  HISTORY     - 1934     GOOD             NGS
 MV0029
 MV0029                          STATION DESCRIPTION
 MV0029
 MV0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MV0029'17.0 MI SE FROM DENIO, OR.
 MV0029'IN HUMBOLDT COUNTY, NEVADA, 17.0 MILES SOUTHEAST ALONG THE HIGHWAY
 MV0029'FROM DENIO, HARNEY COUNTY, OREGON, 14.0 MILES NORTH OF THE QUINN RIVER
 MV0029'CROSSING RANCH, AND 52 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. A
 MV0029'STANDARD DISK, STAMPED 4458.318 F 20 1931 AND SET IN THE TOP OF A
 MV0029'CONCRETE POST.  NOTE-- 925 FEET W OF HWY., 640 FEET S OF DRAIN
 MV0029'CROSSING, 52 FEET E OF OLD HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0668 ***********************************************************************
 JP0668  DESIGNATION -  F 20
 JP0668  PID         -  JP0668
 JP0668  STATE/COUNTY-  NV/WHITE PINE
 JP0668  USGS QUAD   -  RED LEDGES (1973)
 JP0668
 JP0668                         *CURRENT SURVEY CONTROL
 JP0668  ___________________________________________________________________
 JP0668* NAD 83(1986)-  38 41 15.     (N)    114 21 08.     (W)     SCALED    
 JP0668* NAVD 88     -      1859.877  (meters)    6101.95   (feet)  ADJUSTED  
 JP0668  ___________________________________________________________________
 JP0668  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 JP0668  DYNAMIC HT  -        1857.844 (meters)    6095.28  (feet)  COMP
 JP0668  MODELED GRAV-     979,469.1   (mgal)                       NAVD 88
 JP0668
 JP0668  VERT ORDER  -  SECOND    CLASS 0
 JP0668
 JP0668.The horizontal coordinates were scaled from a topographic map and have
 JP0668.an estimated accuracy of +/- 6 seconds.
 JP0668
 JP0668.The orthometric height was determined by differential leveling
 JP0668.and adjusted by the National Geodetic Survey in August 1995..
 JP0668
 JP0668.The geoid height was determined by GEOID03.
 JP0668
 JP0668.The dynamic height is computed by dividing the NAVD 88
 JP0668.geopotential number by the normal gravity value computed on the
 JP0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0668.degrees latitude (g = 980.6199 gals.).
 JP0668
 JP0668.The modeled gravity was interpolated from observed gravity values.
 JP0668
 JP0668;                    North         East    Units  Estimated Accuracy
 JP0668;SPC NV E     - 8,437,630.      307,110.      MT  (+/- 180 meters Scaled)
 JP0668
 JP0668                          SUPERSEDED SURVEY CONTROL
 JP0668
 JP0668.No superseded survey control is available for this station.
 JP0668
 JP0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC302854(NAD 83)
 JP0668_MARKER: DD = SURVEY DISK
 JP0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0668_SP_SET: CONCRETE POST
 JP0668_STAMPING: F 20 1946 6609
 JP0668_MARK LOGO: USGS  
 JP0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0668+STABILITY: SURFACE MOTION
 JP0668
 JP0668  HISTORY     - Date     Condition        Report By
 JP0668  HISTORY     - 1946     MONUMENTED       USGS
 JP0668  HISTORY     - 19731027 GOOD             USGS
 JP0668
 JP0668                          STATION DESCRIPTION
 JP0668
 JP0668'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0668'FROM THE SHOSHONE POST OFFICE, PROCEED 11.8 MILES SOUTHEAST ALONG THE
 JP0668'ROAD TO ATLANTA, 0.25 MILE SOUTH OF A Y-ROAD SOUTHEAST TO BIG SPRINGS
 JP0668'AND SWALLOWS CAMP, 21 FEET WEST OF THE CENTERLINE OF THE ROAD, SET IN
 JP0668'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1046 ***********************************************************************
 KR1046  DESIGNATION -  F 200
 KR1046  PID         -  KR1046
 KR1046  STATE/COUNTY-  NV/LYON
 KR1046  USGS QUAD   -  FLOWERY PEAK (1994)
 KR1046
 KR1046                         *CURRENT SURVEY CONTROL
 KR1046  ___________________________________________________________________
 KR1046* NAD 83(1994)-  39 17 58.72780(N)    119 31 17.22391(W)     ADJUSTED  
 KR1046* NAVD 88     -      1323.44   (+/-2cm)    4342.0    (feet)  VERTCON   
 KR1046  ___________________________________________________________________
 KR1046  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 KR1046  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR1046
 KR1046  HORZ ORDER  -  THIRD
 KR1046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1046
 KR1046.The horizontal coordinates were established by classical geodetic methods
 KR1046.and adjusted by the National Geodetic Survey in June 1998..
 KR1046
 KR1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1046.The vertical order pertains to the NGVD 29 superseded value.
 KR1046
 KR1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1046
 KR1046.The geoid height was determined by GEOID03.
 KR1046
 KR1046;                    North         East     Units Scale Factor Converg.
 KR1046;SPC NV W     - 4,505,281.013   719,085.483   MT  0.99998059   -0 35 39.2
 KR1046;SPC NV W     -14,781,076.12  2,359,199.62   sFT  0.99998059   -0 35 39.2
 KR1046;UTM  11      - 4,353,060.842   282,573.012   MT  1.00018211   -1 35 51.5
 KR1046
 KR1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1046!SPC NV W     -   0.99979621  x   0.99998059  =   0.99977681
 KR1046!UTM  11      -   0.99979621  x   1.00018211  =   0.99997829
 KR1046
 KR1046                          SUPERSEDED SURVEY CONTROL
 KR1046
 KR1046  NAD 83(1992)-  39 17 58.73011(N)    119 31 17.21755(W) AD(       ) 3
 KR1046  NGVD 29 (??/??/92) 1322.413  (m)         4338.62   (f) ADJ UNCH    2 0
 KR1046
 KR1046.Superseded values are not recommended for survey control.
 KR1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1046.See file dsdata.txt to determine how the superseded data were derived.
 KR1046
 KR1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8257353061(NAD 83)
 KR1046_MARKER: DB = BENCH MARK DISK
 KR1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1046_STAMPING: F 200 1935
 KR1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1046+STABILITY: SURFACE MOTION
 KR1046
 KR1046  HISTORY     - Date     Condition        Report By
 KR1046  HISTORY     - 1935     MONUMENTED       CGS
 KR1046  HISTORY     - 1951     GOOD             NGS
 KR1046  HISTORY     - 1967     GOOD             USGS
 KR1046
 KR1046                          STATION DESCRIPTION
 KR1046
 KR1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR1046'5.9 MI NE FROM DAYTON.
 KR1046'5.9 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM DAYTON, LYON COUNTY,
 KR1046'51.7 FEET EAST OF THE CENTER OF THE CROSSING OF A ROAD LEADING TO
 KR1046'VIRGINIA CITY, 42.3 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 45.3
 KR1046'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KR1046'F 200 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK NOW
 KR1046'SERVES AS AN AZIMUTH MARK TO TRIANGULATION STATION DEE.
 KR1046
 KR1046                          STATION RECOVERY (1967)
 KR1046
 KR1046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1046'STATION MARK--STANDARD BENCH MARK TABLET STAMPED---F 200 1935--- SET
 KR1046'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0703 ***********************************************************************
 KR0703  DESIGNATION -  F 201
 KR0703  PID         -  KR0703
 KR0703  STATE/COUNTY-  NV/STOREY
 KR0703  USGS QUAD   -  DERBY DAM (1985)
 KR0703
 KR0703                         *CURRENT SURVEY CONTROL
 KR0703  ___________________________________________________________________
 KR0703* NAD 83(1986)-  39 31 17.     (N)    119 25 43.     (W)     SCALED    
 KR0703* NAVD 88     -      1466.43   (+/-2cm)    4811.1    (feet)  VERTCON   
 KR0703  ___________________________________________________________________
 KR0703  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 KR0703
 KR0703  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0703
 KR0703.The horizontal coordinates were scaled from a topographic map and have
 KR0703.an estimated accuracy of +/- 6 seconds.
 KR0703
 KR0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0703.The vertical order pertains to the NGVD 29 superseded value.
 KR0703
 KR0703.The geoid height was determined by GEOID03.
 KR0703
 KR0703;                    North         East    Units  Estimated Accuracy
 KR0703;SPC NV W     - 4,529,820.      727,320.      MT  (+/- 180 meters Scaled)
 KR0703
 KR0703                          SUPERSEDED SURVEY CONTROL
 KR0703
 KR0703  NGVD 29 (??/??/92) 1465.368  (m)         4807.63   (f) ADJ UNCH    2 0
 KR0703
 KR0703.Superseded values are not recommended for survey control.
 KR0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0703.See file dsdata.txt to determine how the superseded data were derived.
 KR0703
 KR0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD912774(NAD 83)
 KR0703_MARKER: DB = BENCH MARK DISK
 KR0703_SETTING: 66 = SET IN ROCK OUTCROP
 KR0703_SP_SET: ROCK
 KR0703_STAMPING: F 201 1935
 KR0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0703+STABILITY: POSITION/ELEVATION WELL
 KR0703
 KR0703  HISTORY     - Date     Condition        Report By
 KR0703  HISTORY     - 1935     MONUMENTED       CGS
 KR0703
 KR0703                          STATION DESCRIPTION
 KR0703
 KR0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0703'5.1 MI SE FROM CLARK.
 KR0703'5.1 MILES SOUTHEAST OF, BY ROAD.  TO REACH FROM CLARK GO 5.1 MILES
 KR0703'SOUTHEAST ALONG ROAD TO RAMSEY.  IN CANYON BETWEEN TWO LARGE ROCK
 KR0703'RANGES.  ABOUT 90 FEET FROM THE TOP OF SOUTHEAST RANGE, JUST NORTHWEST
 KR0703'OF A CAVE.  175 FEET SOUTH OF SHARP TURN IN ROAD, AT NORTH ENTRANCE TO
 KR0703'CANYON, 31.2 FEET SOUTHEAST OF CENTERLINE OF ROAD.  IN TOP OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0323 ***********************************************************************
 JR0323  DESIGNATION -  F 202
 JR0323  PID         -  JR0323
 JR0323  STATE/COUNTY-  NV/LYON
 JR0323  USGS QUAD   -  WILSON CANYON (1986)
 JR0323
 JR0323                         *CURRENT SURVEY CONTROL
 JR0323  ___________________________________________________________________
 JR0323* NAD 83(1986)-  38 52 00.     (N)    119 08 42.     (W)     SCALED    
 JR0323* NAVD 88     -      1368.17   (+/-2cm)    4488.7    (feet)  VERTCON   
 JR0323  ___________________________________________________________________
 JR0323  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 JR0323
 JR0323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0323
 JR0323.The horizontal coordinates were scaled from a topographic map and have
 JR0323.an estimated accuracy of +/- 6 seconds.
 JR0323
 JR0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0323.The vertical order pertains to the NGVD 29 superseded value.
 JR0323
 JR0323.The geoid height was determined by GEOID03.
 JR0323
 JR0323;                    North         East    Units  Estimated Accuracy
 JR0323;SPC NV W     - 4,456,950.      751,260.      MT  (+/- 180 meters Scaled)
 JR0323
 JR0323                          SUPERSEDED SURVEY CONTROL
 JR0323
 JR0323  NGVD 29 (??/??/92) 1367.116  (m)         4485.28   (f) ADJ UNCH    2 0
 JR0323
 JR0323.Superseded values are not recommended for survey control.
 JR0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0323.See file dsdata.txt to determine how the superseded data were derived.
 JR0323
 JR0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD139041(NAD 83)
 JR0323_MARKER: DB = BENCH MARK DISK
 JR0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0323_STAMPING: F 202 1935
 JR0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0323+STABILITY: SURFACE MOTION
 JR0323
 JR0323  HISTORY     - Date     Condition        Report By
 JR0323  HISTORY     - 1935     MONUMENTED       CGS
 JR0323  HISTORY     - 1951     GOOD             NGS
 JR0323  HISTORY     - 1970     GOOD             NGS
 JR0323  HISTORY     - 1984     MARK NOT FOUND   USGS
 JR0323
 JR0323                          STATION DESCRIPTION
 JR0323
 JR0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0323'8.8 MI S FROM YERINGTON.
 JR0323'0.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0323'YERINGTON, THENCE 8.6 MILES SOUTH ALONG STATE HIGHWAY 3, 0.45
 JR0323'MILES NORTH OF THE T JUNCTION OF A DIRT ROAD LEADING WEST, 120
 JR0323'FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A POWER LINE POLE,
 JR0323'34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3.2 FEET WEST
 JR0323'OF A TELEPHONE POLE, 25 FEET NORTH OF A WITNESS POST, ABOUT 2
 JR0323'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JR0323'POST PROJECTING 0.3 FEET ABOVE THE GROUND.
 JR0323
 JR0323                          STATION RECOVERY (1970)
 JR0323
 JR0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JR0323'RECOVERED IN GOOD CONDITION.
 JR0323
 JR0323                          STATION RECOVERY (1984)
 JR0323
 JR0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JR0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1053 ***********************************************************************
 KR1053  DESIGNATION -  F 208
 KR1053  PID         -  KR1053
 KR1053  STATE/COUNTY-  NV/WASHOE
 KR1053  USGS QUAD   -  MARLETTE LAKE (1992)
 KR1053
 KR1053                         *CURRENT SURVEY CONTROL
 KR1053  ___________________________________________________________________
 KR1053* NAD 83(1986)-  39 13 54.     (N)    119 55 57.     (W)     SCALED    
 KR1053* NAVD 88     -      1920.57   (+/-2cm)    6301.1    (feet)  VERTCON   
 KR1053  ___________________________________________________________________
 KR1053  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 KR1053
 KR1053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1053
 KR1053.The horizontal coordinates were scaled from a topographic map and have
 KR1053.an estimated accuracy of +/- 6 seconds.
 KR1053
 KR1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1053.The vertical order pertains to the NGVD 29 superseded value.
 KR1053
 KR1053.The geoid height was determined by GEOID03.
 KR1053
 KR1053;                    North         East    Units  Estimated Accuracy
 KR1053;SPC NV W     - 4,498,180.      683,520.      MT  (+/- 180 meters Scaled)
 KR1053
 KR1053                          SUPERSEDED SURVEY CONTROL
 KR1053
 KR1053  NGVD 29 (??/??/92) 1919.320  (m)         6296.97   (f) ADJ UNCH    2 0
 KR1053
 KR1053.Superseded values are not recommended for survey control.
 KR1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1053.See file dsdata.txt to determine how the superseded data were derived.
 KR1053
 KR1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD468465(NAD 83)
 KR1053_MARKER: DB = BENCH MARK DISK
 KR1053_SETTING: 80 = SET IN A BOULDER
 KR1053_STAMPING: F 208 1935
 KR1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1053+STABILITY: SURFACE MOTION
 KR1053
 KR1053  HISTORY     - Date     Condition        Report By
 KR1053  HISTORY     - 1935     MONUMENTED       CGS
 KR1053  HISTORY     - 1941     GOOD             NGS
 KR1053  HISTORY     - 1968     MARK NOT FOUND   USGS
 KR1053  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1053
 KR1053                          STATION DESCRIPTION
 KR1053
 KR1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KR1053'5.4 MI E FROM TAHOE.
 KR1053'IN WASHOE COUNTY, 5.4 MILES EAST ALONG STATE HIGHWAY 28 FROM THE
 KR1053'NEVADA-CALIFORNIA STATE LINE, ON THE NORTH ROCKY SHORE OF LAKE TAHOE,
 KR1053'AT THE POINT WHERE THE HIGHWAY HAS WIDENED OUT TO ALLOW CARS TO PARK
 KR1053'ALONG THE LAKE, 1 MILE EAST OF THE INCLINE BEACH STORE, 150 FEET
 KR1053'NORTHEAST OF THE NORTHEAST EDGE OF THE LAKE, 75 FEET ABOVE THE LAKE
 KR1053'LEVEL, 75 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 KR1053'NORTH OF A PRIVATE LANE LEADING TO TWO SUMMER HOMES, IN THE TOP OF A
 KR1053'BOULDER AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 208
 KR1053'1935.
 KR1053
 KR1053                          STATION RECOVERY (1968)
 KR1053
 KR1053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR1053'MARK NOT FOUND.
 KR1053
 KR1053                          STATION RECOVERY (2003)
 KR1053
 KR1053'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1084 ***********************************************************************
 KR1084  DESIGNATION -  F 209
 KR1084  PID         -  KR1084
 KR1084  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1084  USGS QUAD   -  MC TARNAHAN HILL (1994)
 KR1084
 KR1084                         *CURRENT SURVEY CONTROL
 KR1084  ___________________________________________________________________
 KR1084* NAD 83(1986)-  39 05 26.     (N)    119 43 14.     (W)     SCALED    
 KR1084* NAVD 88     -      1464.29   (+/-2cm)    4804.1    (feet)  VERTCON   
 KR1084  ___________________________________________________________________
 KR1084  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 KR1084
 KR1084  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1084
 KR1084.The horizontal coordinates were scaled from a topographic map and have
 KR1084.an estimated accuracy of +/- 6 seconds.
 KR1084
 KR1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1084.The vertical order pertains to the NGVD 29 superseded value.
 KR1084
 KR1084.The geoid height was determined by GEOID03.
 KR1084
 KR1084;                    North         East    Units  Estimated Accuracy
 KR1084;SPC NV W     - 4,482,270.      701,620.      MT  (+/- 180 meters Scaled)
 KR1084
 KR1084                          SUPERSEDED SURVEY CONTROL
 KR1084
 KR1084  NGVD 29 (??/??/92) 1463.155  (m)         4800.37   (f) ADJ UNCH    2 0
 KR1084
 KR1084.Superseded values are not recommended for survey control.
 KR1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1084.See file dsdata.txt to determine how the superseded data were derived.
 KR1084
 KR1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD647303(NAD 83)
 KR1084_MARKER: DB = BENCH MARK DISK
 KR1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1084_STAMPING: F 209 1936
 KR1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1084+STABILITY: SURFACE MOTION
 KR1084
 KR1084  HISTORY     - Date     Condition        Report By
 KR1084  HISTORY     - 1936     MONUMENTED       CGS
 KR1084
 KR1084                          STATION DESCRIPTION
 KR1084
 KR1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 KR1084'3 MI E FROM STEWART.
 KR1084'3 MILES EAST ALONG THE WABUSKA ROAD FROM THE POST OFFICE AT STEWART,
 KR1084'ORMSBY COUNTY, 0.7 MILE EAST OF THE RUINS OF THE OLD MCTARNAHAN
 KR1084'BRIDGE, 0.3 MILE WEST OF THE FLOOR OF A LONG NORTH-AND-SOUTH VALLEY,
 KR1084'IN A SANDY DRAW, AND 18 FEET EAST OF THE CENTERLINE OF THE ROAD.  A
 KR1084'STANDARD DISK, STAMPED F 209 1936 AND SET IN THE TOP OF A CONCRETE
 KR1084'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0425 ***********************************************************************
 LS0425  DESIGNATION -  F 21
 LS0425  PID         -  LS0425
 LS0425  STATE/COUNTY-  NV/WASHOE
 LS0425  USGS QUAD   -  PYRAMID SW (1974)
 LS0425
 LS0425                         *CURRENT SURVEY CONTROL
 LS0425  ___________________________________________________________________
 LS0425* NAD 83(1986)-  40 01 39.     (N)    119 38 39.     (W)     SCALED    
 LS0425* NAVD 88     -      1188.731  (meters)    3900.03   (feet)  ADJUSTED  
 LS0425  ___________________________________________________________________
 LS0425  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 LS0425  DYNAMIC HT  -        1187.769 (meters)    3896.87  (feet)  COMP
 LS0425  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 LS0425
 LS0425  VERT ORDER  -  FIRST     CLASS II
 LS0425
 LS0425.The horizontal coordinates were scaled from a topographic map and have
 LS0425.an estimated accuracy of +/- 6 seconds.
 LS0425
 LS0425.The orthometric height was determined by differential leveling
 LS0425.and adjusted by the National Geodetic Survey in June 1991..
 LS0425
 LS0425.The geoid height was determined by GEOID03.
 LS0425
 LS0425.The dynamic height is computed by dividing the NAVD 88
 LS0425.geopotential number by the normal gravity value computed on the
 LS0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0425.degrees latitude (g = 980.6199 gals.).
 LS0425
 LS0425.The modeled gravity was interpolated from observed gravity values.
 LS0425
 LS0425;                    North         East    Units  Estimated Accuracy
 LS0425;SPC NV W     - 4,586,210.      709,460.      MT  (+/- 180 meters Scaled)
 LS0425
 LS0425                          SUPERSEDED SURVEY CONTROL
 LS0425
 LS0425  NGVD 29 (??/??/92) 1187.741  (m)         3896.78   (f) ADJ UNCH    1 2
 LS0425
 LS0425.Superseded values are not recommended for survey control.
 LS0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0425.See file dsdata.txt to determine how the superseded data were derived.
 LS0425
 LS0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE743341(NAD 83)
 LS0425_MARKER: DB = BENCH MARK DISK
 LS0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LS0425_SP_SET: BRIDGE
 LS0425_STAMPING: 3896.554 F 21 1931
 LS0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LS0425
 LS0425  HISTORY     - Date     Condition        Report By
 LS0425  HISTORY     - 1931     MONUMENTED       CGS
 LS0425  HISTORY     - 1968     GOOD             NGS
 LS0425
 LS0425                          STATION DESCRIPTION
 LS0425
 LS0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 LS0425'6.7 MI N FROM SUTCLIFFE.
 LS0425'6.7 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 LS0425'STATION AT SUTCLIFFE, WASHOE COUNTY, 340 FEET SOUTH OF MILEPOST 315,
 LS0425'AT CONCRETE BRIDGE NO. 314 B, AND IN THE TOP OF THE WEST WALL.  A
 LS0425'STANDARD DISK, STAMPED 3896.554 F 21 1931.
 LS0425
 LS0425                          STATION RECOVERY (1968)
 LS0425
 LS0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LS0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0624 ***********************************************************************
 JP0624  DESIGNATION -  F 21
 JP0624  PID         -  JP0624
 JP0624  STATE/COUNTY-  NV/LINCOLN
 JP0624  USGS QUAD   -  RED LEDGES (1973)
 JP0624
 JP0624                         *CURRENT SURVEY CONTROL
 JP0624  ___________________________________________________________________
 JP0624* NAD 83(1986)-  38 39 58.     (N)    114 20 09.     (W)     SCALED    
 JP0624* NAVD 88     -      1870.459  (meters)    6136.66   (feet)  ADJUSTED  
 JP0624  ___________________________________________________________________
 JP0624  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 JP0624  DYNAMIC HT  -        1868.427 (meters)    6130.00  (feet)  COMP
 JP0624  MODELED GRAV-     979,475.1   (mgal)                       NAVD 88
 JP0624
 JP0624  VERT ORDER  -  SECOND    CLASS 0
 JP0624
 JP0624.The horizontal coordinates were scaled from a topographic map and have
 JP0624.an estimated accuracy of +/- 6 seconds.
 JP0624
 JP0624.The orthometric height was determined by differential leveling
 JP0624.and adjusted by the National Geodetic Survey in August 1995..
 JP0624
 JP0624.The geoid height was determined by GEOID03.
 JP0624
 JP0624.The dynamic height is computed by dividing the NAVD 88
 JP0624.geopotential number by the normal gravity value computed on the
 JP0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0624.degrees latitude (g = 980.6199 gals.).
 JP0624
 JP0624.The modeled gravity was interpolated from observed gravity values.
 JP0624
 JP0624;                    North         East    Units  Estimated Accuracy
 JP0624;SPC NV E     - 8,435,280.      308,560.      MT  (+/- 180 meters Scaled)
 JP0624
 JP0624                          SUPERSEDED SURVEY CONTROL
 JP0624
 JP0624.No superseded survey control is available for this station.
 JP0624
 JP0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC317830(NAD 83)
 JP0624_MARKER: DD = SURVEY DISK
 JP0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0624_SP_SET: CONCRETE POST
 JP0624_STAMPING: F 21 1946 6132
 JP0624_MARK LOGO: USGS  
 JP0624_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0624+STABILITY: SURFACE MOTION
 JP0624
 JP0624  HISTORY     - Date     Condition        Report By
 JP0624  HISTORY     - 1946     MONUMENTED       USGS
 JP0624  HISTORY     - 19711027 GOOD             USGS
 JP0624
 JP0624                          STATION DESCRIPTION
 JP0624
 JP0624'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0624'FROM THE MINE BUILDING AT ATLANTA, PROCEED 0.3 MILE NORTHEAST ALONG A
 JP0624'ROAD TO THE MAIN ROAD, THENCE 14.2 MILES NORTH ALONG THE MAIN ROAD TO
 JP0624'A CATTLEGUARD, THENCE 5.1 MILES EAST-NORTHEAST ALONG A FENCE, 13.6
 JP0624'MILES SOUTHEAST OF THE SHOSHONE POST OFFICE, 20 FEET WEST OF THE
 JP0624'CENTERLINE OF THE ROAD AT A GATE, 1 FOOT SOUTH OF A FENCE, SET IN A
 JP0624'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0819 ***********************************************************************
 KR0819  DESIGNATION -  F 210
 KR0819  PID         -  KR0819
 KR0819  STATE/COUNTY-  NV/LYON
 KR0819  USGS QUAD   -  MOUNT COMO (1993)
 KR0819
 KR0819                         *CURRENT SURVEY CONTROL
 KR0819  ___________________________________________________________________
 KR0819* NAD 83(1986)-  39 04 00.     (N)    119 26 56.     (W)     SCALED    
 KR0819* NAVD 88     -      1910.61   (+/-2cm)    6268.4    (feet)  VERTCON   
 KR0819  ___________________________________________________________________
 KR0819  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 KR0819
 KR0819  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0819
 KR0819.The horizontal coordinates were scaled from a topographic map and have
 KR0819.an estimated accuracy of +/- 6 seconds.
 KR0819
 KR0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0819.The vertical order pertains to the NGVD 29 superseded value.
 KR0819
 KR0819.The geoid height was determined by GEOID03.
 KR0819
 KR0819;                    North         East    Units  Estimated Accuracy
 KR0819;SPC NV W     - 4,479,360.      725,100.      MT  (+/- 180 meters Scaled)
 KR0819
 KR0819                          SUPERSEDED SURVEY CONTROL
 KR0819
 KR0819  NGVD 29 (??/??/92) 1909.431  (m)         6264.52   (f) ADJ UNCH    2 0
 KR0819
 KR0819.Superseded values are not recommended for survey control.
 KR0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0819.See file dsdata.txt to determine how the superseded data were derived.
 KR0819
 KR0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD881270(NAD 83)
 KR0819_MARKER: DB = BENCH MARK DISK
 KR0819_SETTING: 66 = SET IN ROCK OUTCROP
 KR0819_SP_SET: SET IN ROCK OUTCROP
 KR0819_STAMPING: F 210 1935
 KR0819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0819+STABILITY: POSITION/ELEVATION WELL
 KR0819
 KR0819  HISTORY     - Date     Condition        Report By
 KR0819  HISTORY     - 1935     MONUMENTED       CGS
 KR0819  HISTORY     - 1957     GOOD             USGS
 KR0819
 KR0819                          STATION DESCRIPTION
 KR0819
 KR0819'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 KR0819'3.5 MI SE FROM SUNRISE PASS.
 KR0819'BENCH MARK IS APPROXIMATELY 3.5 MILES SOUTHEAST ALONG ROAD FROM
 KR0819'SUNRISE PASS TO NEVADA HOT SPRINGS FROM THE SUMMIT OF SUNRISE PASS.
 KR0819'THE STATION IS 18 FEET NORTH OF ROAD AT A BEND AND IN TOP OF A GRANITE
 KR0819'ROCK THAT IS ABOUT 10 FEET SOUTHEAST OF A 12 INCH PINYON PINE TREE
 KR0819'THAT HAS A 3 FOOT GRANITE BOULDER AT ITS BASE.  BENCH MARK IS
 KR0819'APPROXIMATELY 6 INCHES ABOVE THE GROUND AND 2 FEET LOWER THAN THE
 KR0819'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0394 ***********************************************************************
 JR0394  DESIGNATION -  F 211
 JR0394  PID         -  JR0394
 JR0394  STATE/COUNTY-  NV/LYON
 JR0394  USGS QUAD   -  OREANA PEAK (1986)
 JR0394
 JR0394                         *CURRENT SURVEY CONTROL
 JR0394  ___________________________________________________________________
 JR0394* NAD 83(1986)-  38 51 11.     (N)    119 23 04.     (W)     SCALED    
 JR0394* NAVD 88     -      1461.37   (+/-2cm)    4794.5    (feet)  VERTCON   
 JR0394  ___________________________________________________________________
 JR0394  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 JR0394
 JR0394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0394
 JR0394.The horizontal coordinates were scaled from a topographic map and have
 JR0394.an estimated accuracy of +/- 6 seconds.
 JR0394
 JR0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0394.The vertical order pertains to the NGVD 29 superseded value.
 JR0394
 JR0394.The geoid height was determined by GEOID03.
 JR0394
 JR0394;                    North         East    Units  Estimated Accuracy
 JR0394;SPC NV W     - 4,455,590.      730,470.      MT  (+/- 180 meters Scaled)
 JR0394
 JR0394                          SUPERSEDED SURVEY CONTROL
 JR0394
 JR0394  NGVD 29 (??/??/92) 1460.248  (m)         4790.83   (f) ADJ UNCH    2 0
 JR0394
 JR0394.Superseded values are not recommended for survey control.
 JR0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0394.See file dsdata.txt to determine how the superseded data were derived.
 JR0394
 JR0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD930031(NAD 83)
 JR0394_MARKER: DB = BENCH MARK DISK
 JR0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0394_STAMPING: F 211 1935
 JR0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0394+STABILITY: SURFACE MOTION
 JR0394
 JR0394  HISTORY     - Date     Condition        Report By
 JR0394  HISTORY     - 1935     MONUMENTED       CGS
 JR0394  HISTORY     - 1956     MARK NOT FOUND   NGS
 JR0394  HISTORY     - 1983     MARK NOT FOUND   USGS
 JR0394
 JR0394                          STATION DESCRIPTION
 JR0394
 JR0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0394'7.2 MI N FROM WELLINGTON.
 JR0394'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 JR0394'AT WELLINGTON, LYON COUNTY, THENCE 6.2 MILES NORTH ALONG A
 JR0394'GRAVEL ROAD LEADING TO ARTESIA, 49 FEET SOUTHWEST OF POWER POLE
 JR0394'16748, 46 FEET SOUTHWEST OF THE WEST END OF AN IRRIGATION CULVERT,
 JR0394'21.4 FEET WEST OF THE CENTERLINE OF THE ROAD, 19 FEET SOUTH
 JR0394'OF A FENCE-CORNER POST AND A POLE, AND 3 FEET WEST OF THE
 JR0394'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 211 1935 AND
 JR0394'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS AREA IS COVERED
 JR0394'WITH VERY HEAVY BRUSH.
 JR0394
 JR0394                          STATION RECOVERY (1956)
 JR0394
 JR0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 JR0394'MARK NOT FOUND.
 JR0394
 JR0394                          STATION RECOVERY (1983)
 JR0394
 JR0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JR0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0150 ***********************************************************************
 JR0150  DESIGNATION -  F 212
 JR0150  PID         -  JR0150
 JR0150  STATE/COUNTY-  NV/LYON
 JR0150  USGS QUAD   -  MITCHELL SPRING (1989)
 JR0150
 JR0150                         *CURRENT SURVEY CONTROL
 JR0150  ___________________________________________________________________
 JR0150* NAD 83(1986)-  38 30 52.     (N)    118 54 19.     (W)     SCALED    
 JR0150* NAVD 88     -      1785.46   (+/-2cm)    5857.8    (feet)  VERTCON   
 JR0150  ___________________________________________________________________
 JR0150  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 JR0150
 JR0150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0150
 JR0150.The horizontal coordinates were scaled from a topographic map and have
 JR0150.an estimated accuracy of +/- 6 seconds.
 JR0150
 JR0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0150.The vertical order pertains to the NGVD 29 superseded value.
 JR0150
 JR0150.The geoid height was determined by GEOID03.
 JR0150
 JR0150;                    North         East    Units  Estimated Accuracy
 JR0150;SPC NV W     - 4,417,750.      771,920.      MT  (+/- 180 meters Scaled)
 JR0150
 JR0150                          SUPERSEDED SURVEY CONTROL
 JR0150
 JR0150  NGVD 29 (??/??/92) 1784.205  (m)         5853.68   (f) ADJ UNCH    2 0
 JR0150
 JR0150.Superseded values are not recommended for survey control.
 JR0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0150.See file dsdata.txt to determine how the superseded data were derived.
 JR0150
 JR0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC338646(NAD 83)
 JR0150_MARKER: DB = BENCH MARK DISK
 JR0150_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JR0150_SP_SET: UNSPECIFIED ROCK
 JR0150_STAMPING: F 212 1935
 JR0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0150
 JR0150  HISTORY     - Date     Condition        Report By
 JR0150  HISTORY     - 1935     MONUMENTED       CGS
 JR0150  HISTORY     - 1940     GOOD             NGS
 JR0150
 JR0150                          STATION DESCRIPTION
 JR0150
 JR0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0150'6 MI SE FROM WICHMAN.
 JR0150'TO REACH FROM WICHMAN POST OFFICE GO 2.0 MILES SOUTHEAST TO
 JR0150'BRIDGE OVER EAST WALKER RIVER, THENCE 0.5 MILES SOUTHEAST TO
 JR0150'PASS BETWEEN HILLS INTO COAL VALLEY THENCE 0.5 MILES SOUTHEAST
 JR0150'TO ROAD FORK, THENCE SOUTHEAST (LEFT) 1.1 MILES TO SECOND
 JR0150'FORK, THENCE SOUTHEAST (RIGHT) 1.9 MILE.  ON THE NORTHEAST SLOPE
 JR0150'OF SMALL HILL IN COAL VALLEY, SOUTH OF SMALL DOLOMITE HILL, AT
 JR0150'FOOT OF SMALL SAGE COVERED ROCKY HILL.  4.0 MILES SOUTHEAST OF
 JR0150'OLD MORGAN RANCH.  137 FEET NORTH OF CENTERLINE OF ROAD, AND 30
 JR0150'FEET SOUTH OF DRY WASH.  STANDARD TABLET SET HORIZONTALLY IN
 JR0150'DRILL HOLE IN TOP OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0187 ***********************************************************************
 JR0187  DESIGNATION -  F 214
 JR0187  PID         -  JR0187
 JR0187  STATE/COUNTY-  NV/MINERAL
 JR0187  USGS QUAD   -  SCHURZ (1988)
 JR0187
 JR0187                         *CURRENT SURVEY CONTROL
 JR0187  ___________________________________________________________________
 JR0187* NAD 83(1986)-  38 55 29.     (N)    118 48 24.     (W)     SCALED    
 JR0187* NAVD 88     -      1293.83   (+/-2cm)    4244.8    (feet)  VERTCON   
 JR0187  ___________________________________________________________________
 JR0187  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 JR0187
 JR0187  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0187
 JR0187.The horizontal coordinates were scaled from a topographic map and have
 JR0187.an estimated accuracy of +/- 6 seconds.
 JR0187
 JR0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0187.The vertical order pertains to the NGVD 29 superseded value.
 JR0187
 JR0187.The geoid height was determined by GEOID03.
 JR0187
 JR0187;                    North         East    Units  Estimated Accuracy
 JR0187;SPC NV W     - 4,463,270.      780,640.      MT  (+/- 180 meters Scaled)
 JR0187
 JR0187                          SUPERSEDED SURVEY CONTROL
 JR0187
 JR0187  NGVD 29 (??/??/92) 1292.744  (m)         4241.28   (f) ADJ UNCH    1 2
 JR0187
 JR0187.Superseded values are not recommended for survey control.
 JR0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0187.See file dsdata.txt to determine how the superseded data were derived.
 JR0187
 JR0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD433099(NAD 83)
 JR0187_MARKER: DB = BENCH MARK DISK
 JR0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0187_STAMPING: F 214 1935
 JR0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0187+STABILITY: SURFACE MOTION
 JR0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JR0187+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2001
 JR0187
 JR0187  HISTORY     - Date     Condition        Report By
 JR0187  HISTORY     - 1935     MONUMENTED       CGS
 JR0187  HISTORY     - 1961     GOOD
 JR0187  HISTORY     - 20011213 GOOD             NVGS
 JR0187
 JR0187                          STATION DESCRIPTION
 JR0187
 JR0187'DESCRIBED 1961
 JR0187'1.7 MI S FROM SCHURZ.
 JR0187'ABOUT 1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 AND STATE HIGHWAY
 JR0187'3 FROM THE POST OFFICE AT SCHURZ, MINERAL COUNTY, 110 FEET
 JR0187'WEST OF THE CENTERLINE OF THE HIGHWAY AT STA. C 565+25 PLUS OR
 JR0187'MINUS, 4 FEET WEST OF THE R/W FENCE AND 1.5 FEET NORTH OF A WHITE
 JR0187'WITNESS POST.  A STANDARD DISK, STAMPED F 214 1935 AND SET IN
 JR0187'THE TOP OF A CONCRETE POST.
 JR0187
 JR0187                          STATION RECOVERY (2001)
 JR0187
 JR0187'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 JR0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0358 ***********************************************************************
 LQ0358  DESIGNATION -  F 22
 LQ0358  PID         -  LQ0358
 LQ0358  STATE/COUNTY-  NV/ELKO
 LQ0358  USGS QUAD   -  ROBINSON MTN (1985)
 LQ0358
 LQ0358                         *CURRENT SURVEY CONTROL
 LQ0358  ___________________________________________________________________
 LQ0358* NAD 83(1986)-  40 23 23.     (N)    115 53 20.     (W)     SCALED    
 LQ0358* NAVD 88     -      1942.997  (meters)    6374.65   (feet)  ADJUSTED  
 LQ0358  ___________________________________________________________________
 LQ0358  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 LQ0358  DYNAMIC HT  -        1941.209 (meters)    6368.78  (feet)  COMP
 LQ0358  MODELED GRAV-     979,634.9   (mgal)                       NAVD 88
 LQ0358
 LQ0358  VERT ORDER  -  SECOND    CLASS 0
 LQ0358
 LQ0358.The horizontal coordinates were scaled from a topographic map and have
 LQ0358.an estimated accuracy of +/- 6 seconds.
 LQ0358
 LQ0358.The orthometric height was determined by differential leveling
 LQ0358.and adjusted by the National Geodetic Survey in June 1991..
 LQ0358
 LQ0358.The geoid height was determined by GEOID03.
 LQ0358
 LQ0358.The dynamic height is computed by dividing the NAVD 88
 LQ0358.geopotential number by the normal gravity value computed on the
 LQ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0358.degrees latitude (g = 980.6199 gals.).
 LQ0358
 LQ0358.The modeled gravity was interpolated from observed gravity values.
 LQ0358
 LQ0358;                    North         East    Units  Estimated Accuracy
 LQ0358;SPC NV E     - 8,625,930.      174,060.      MT  (+/- 180 meters Scaled)
 LQ0358
 LQ0358                          SUPERSEDED SURVEY CONTROL
 LQ0358
 LQ0358  NGVD 29 (??/??/92) 1941.84   (m)         6370.9    (f) COMPUTED    2 0
 LQ0358
 LQ0358.Superseded values are not recommended for survey control.
 LQ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0358.See file dsdata.txt to determine how the superseded data were derived.
 LQ0358
 LQ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE943716(NAD 83)
 LQ0358_MARKER: DD = SURVEY DISK
 LQ0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0358_STAMPING: F 22 6370 1934
 LQ0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0358+STABILITY: SURFACE MOTION
 LQ0358
 LQ0358  HISTORY     - Date     Condition        Report By
 LQ0358  HISTORY     - 1934     MONUMENTED       USGS
 LQ0358  HISTORY     - 1963     GOOD             NGS
 LQ0358
 LQ0358                          STATION DESCRIPTION
 LQ0358
 LQ0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LQ0358'13.55 MI W FROM JIGGS.
 LQ0358'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0358'JIGGS, THENCE 13.25 MILES WEST ALONG THE LITTLE PORTER CREEK ROAD, AT
 LQ0358'THE JUNCTION OF A DIRT ROAD NORTH, 13 1/2 FEET NORTH OF THE CENTER
 LQ0358'LINE OF THE ROAD, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD
 LQ0358'NORTH, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 LQ0358'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1191 ***********************************************************************
 KR1191  DESIGNATION -  F 22
 KR1191  PID         -  KR1191
 KR1191  STATE/COUNTY-  NV/WASHOE
 KR1191  USGS QUAD   -  RENO NW (1982)
 KR1191
 KR1191                         *CURRENT SURVEY CONTROL
 KR1191  ___________________________________________________________________
 KR1191* NAD 83(1986)-  39 37 54.     (N)    119 56 40.     (W)     SCALED    
 KR1191* NAVD 88     -      1654.087  (meters)    5426.78   (feet)  ADJUSTED  
 KR1191  ___________________________________________________________________
 KR1191  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 KR1191  DYNAMIC HT  -        1652.524 (meters)    5421.66  (feet)  COMP
 KR1191  MODELED GRAV-     979,622.8   (mgal)                       NAVD 88
 KR1191
 KR1191  VERT ORDER  -  SECOND    CLASS 0
 KR1191
 KR1191.The horizontal coordinates were scaled from a topographic map and have
 KR1191.an estimated accuracy of +/- 6 seconds.
 KR1191
 KR1191.The orthometric height was determined by differential leveling
 KR1191.and adjusted by the National Geodetic Survey in June 1991..
 KR1191
 KR1191.The geoid height was determined by GEOID03.
 KR1191
 KR1191.The dynamic height is computed by dividing the NAVD 88
 KR1191.geopotential number by the normal gravity value computed on the
 KR1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1191.degrees latitude (g = 980.6199 gals.).
 KR1191
 KR1191.The modeled gravity was interpolated from observed gravity values.
 KR1191
 KR1191;                    North         East    Units  Estimated Accuracy
 KR1191;SPC NV W     - 4,542,610.      683,160.      MT  (+/- 180 meters Scaled)
 KR1191
 KR1191                          SUPERSEDED SURVEY CONTROL
 KR1191
 KR1191  NGVD 29 (??/??/92) 1652.917  (m)         5422.95   (f) ADJ UNCH    2 0
 KR1191
 KR1191.Superseded values are not recommended for survey control.
 KR1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1191.See file dsdata.txt to determine how the superseded data were derived.
 KR1191
 KR1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD472910(NAD 83)
 KR1191_MARKER: DB = BENCH MARK DISK
 KR1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1191+STABILITY: SURFACE MOTION
 KR1191
 KR1191  HISTORY     - Date     Condition        Report By
 KR1191  HISTORY     - UNK      MONUMENTED       CGS
 KR1191  HISTORY     - 1932     GOOD             NGS
 KR1191  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1191
 KR1191                          STATION DESCRIPTION
 KR1191
 KR1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KR1191'16.0 MI SE FROM RENO JUNCTION CALIF.
 KR1191'AT COPPERFIELD SIDING 195 FT. SOUTH OF SIGN.  42 FT EAST OF WESTERN
 KR1191'PACIFIC R.R. TRACK.  7 POSTS SOUTH OF MILE POST 16.
 KR1191
 KR1191                          STATION RECOVERY (1967)
 KR1191
 KR1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0687 ***********************************************************************
 JP0687  DESIGNATION -  F 22
 JP0687  PID         -  JP0687
 JP0687  STATE/COUNTY-  NV/LINCOLN
 JP0687  USGS QUAD   -  RED LEDGES (1973)
 JP0687
 JP0687                         *CURRENT SURVEY CONTROL
 JP0687  ___________________________________________________________________
 JP0687* NAD 83(1986)-  38 38 47.     (N)    114 18 12.     (W)     SCALED    
 JP0687* NAVD 88     -      1873.607  (meters)    6146.99   (feet)  ADJUSTED  
 JP0687  ___________________________________________________________________
 JP0687  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 JP0687  DYNAMIC HT  -        1871.565 (meters)    6140.29  (feet)  COMP
 JP0687  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 JP0687
 JP0687  VERT ORDER  -  SECOND    CLASS 0
 JP0687
 JP0687.The horizontal coordinates were scaled from a topographic map and have
 JP0687.an estimated accuracy of +/- 6 seconds.
 JP0687
 JP0687.The orthometric height was determined by differential leveling
 JP0687.and adjusted by the National Geodetic Survey in August 1995..
 JP0687
 JP0687.The geoid height was determined by GEOID03.
 JP0687
 JP0687.The dynamic height is computed by dividing the NAVD 88
 JP0687.geopotential number by the normal gravity value computed on the
 JP0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0687.degrees latitude (g = 980.6199 gals.).
 JP0687
 JP0687.The modeled gravity was interpolated from observed gravity values.
 JP0687
 JP0687;                    North         East    Units  Estimated Accuracy
 JP0687;SPC NV E     - 8,433,130.      311,420.      MT  (+/- 180 meters Scaled)
 JP0687
 JP0687                          SUPERSEDED SURVEY CONTROL
 JP0687
 JP0687.No superseded survey control is available for this station.
 JP0687
 JP0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC346809(NAD 83)
 JP0687_MARKER: DD = SURVEY DISK
 JP0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0687_SP_SET: CONCRETE POST
 JP0687_STAMPING: F 22 1946 6142
 JP0687_MARK LOGO: USGS  
 JP0687_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0687
 JP0687  HISTORY     - Date     Condition        Report By
 JP0687  HISTORY     - 1946     MONUMENTED       USGS
 JP0687  HISTORY     - 19731027 GOOD             USGS
 JP0687
 JP0687                          STATION DESCRIPTION
 JP0687
 JP0687'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0687'FROM THE INTERSECTION OF THE ROAD SOUTH TO MODENA AND THE T-ROAD
 JP0687'ENTERING BIG SPRINGS RANCH, PROCEED 3.1 MILES SOUTH ALONG THE MODENA
 JP0687'ROAD TO A Y-ROAD SOUTHWEST, THENCE 11.1 MILES SOUTHWEST AND WEST TO A
 JP0687'CATTLEGUARD, 25 FEET EAST OF THE CENTERLINE OF THE ROAD AT THE
 JP0687'CATTLEGUARD, 2 FEET SOUTH OF A FENCE, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0292 ***********************************************************************
 GS0292  DESIGNATION -  F 23
 GS0292  PID         -  GS0292
 GS0292  STATE/COUNTY-  NV/NYE
 GS0292  USGS QUAD   -  GOLD CENTER (1988)
 GS0292
 GS0292                         *CURRENT SURVEY CONTROL
 GS0292  ___________________________________________________________________
 GS0292* NAD 83(1986)-  36 51 27.     (N)    116 51 43.     (W)     SCALED    
 GS0292* NAVD 88     -      1069.971  (meters)    3510.40   (feet)  ADJUSTED  
 GS0292  ___________________________________________________________________
 GS0292  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 GS0292  DYNAMIC HT  -        1068.862 (meters)    3506.76  (feet)  COMP
 GS0292  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 GS0292
 GS0292  VERT ORDER  -  FIRST     CLASS II
 GS0292
 GS0292.The horizontal coordinates were scaled from a topographic map and have
 GS0292.an estimated accuracy of +/- 6 seconds.
 GS0292
 GS0292.The orthometric height was determined by differential leveling
 GS0292.and adjusted by the National Geodetic Survey in June 1991..
 GS0292
 GS0292.The geoid height was determined by GEOID03.
 GS0292
 GS0292.The dynamic height is computed by dividing the NAVD 88
 GS0292.geopotential number by the normal gravity value computed on the
 GS0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0292.degrees latitude (g = 980.6199 gals.).
 GS0292
 GS0292.The modeled gravity was interpolated from observed gravity values.
 GS0292
 GS0292;                    North         East    Units  Estimated Accuracy
 GS0292;SPC NV C     - 6,233,830.      482,590.      MT  (+/- 180 meters Scaled)
 GS0292
 GS0292                          SUPERSEDED SURVEY CONTROL
 GS0292
 GS0292  NGVD 29 (05/01/91) 1069.058  (m)         3507.40   (f) ADJUSTED    1 2
 GS0292
 GS0292.Superseded values are not recommended for survey control.
 GS0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0292.See file dsdata.txt to determine how the superseded data were derived.
 GS0292
 GS0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA123790(NAD 83)
 GS0292_MARKER: DB = BENCH MARK DISK
 GS0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0292_STAMPING: 3507.401 F 23 1933
 GS0292_MARK LOGO: CGS   
 GS0292_PROJECTION: PROJECTING 18 CENTIMETERS
 GS0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0292+STABILITY: SURFACE MOTION
 GS0292
 GS0292  HISTORY     - Date     Condition        Report By
 GS0292  HISTORY     - 1933     MONUMENTED       CGS
 GS0292  HISTORY     - 1934     GOOD             NGS
 GS0292  HISTORY     - 1983     GOOD             NGS
 GS0292
 GS0292                          STATION DESCRIPTION
 GS0292
 GS0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GS0292'3 MI SW FROM BULLFROG.
 GS0292'3.0 MILES SOUTHWEST ALONG THE DEATH VALLEY ROAD FROM BULLFROG,
 GS0292'NYE COUNTY, AT THE JUNCTION OF THE LEADFIELD ROAD, 49 FEET EAST
 GS0292'OF THE LEADFIELD ROAD, AND 30 FEET NORTH OF THE DEATH VALLEY
 GS0292'ROAD.  A STANDARD DISK, STAMPED 3507.401 F 23 1933 AND SET IN
 GS0292'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 GS0292
 GS0292                          STATION RECOVERY (1983)
 GS0292
 GS0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0292'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.9 KM
 GS0292'(6.2 MI) SOUTHWEST ALONG STATE HIGHWAY 374 FROM ITS JUNCTION WITH US
 GS0292'HIGHWAY 95 IN BEATTY, THENCE 1.45 KM (0.9 MI) WEST ALONG LEADFIELD
 GS0292'ROAD, IN THE NORTHWEST CORNER OF THE INTERSECTION OF OLD DEATH VALLEY
 GS0292'ROAD, 14.9 METERS (49 FT) NORTH OF THE CENTER OF THE ROAD AND
 GS0292'9.1 METERS (30 FT) NORTHWEST OF THE CENTER OF DEATH VALLEY ROAD.
 GS0292'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 GS0292'THE MARK IS 0.8 M ABOVE LEADFIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0355 ***********************************************************************
 LQ0355  DESIGNATION -  F 23
 LQ0355  PID         -  LQ0355
 LQ0355  STATE/COUNTY-  NV/ELKO
 LQ0355  USGS QUAD   -  ROBINSON MTN (1985)
 LQ0355
 LQ0355                         *CURRENT SURVEY CONTROL
 LQ0355  ___________________________________________________________________
 LQ0355* NAD 83(1986)-  40 23 36.     (N)    115 55 11.     (W)     SCALED    
 LQ0355* NAVD 88     -      2111.887  (meters)    6928.75   (feet)  ADJUSTED  
 LQ0355  ___________________________________________________________________
 LQ0355  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 LQ0355  DYNAMIC HT  -        2109.887 (meters)    6922.19  (feet)  COMP
 LQ0355  MODELED GRAV-     979,601.9   (mgal)                       NAVD 88
 LQ0355
 LQ0355  VERT ORDER  -  SECOND    CLASS 0
 LQ0355
 LQ0355.The horizontal coordinates were scaled from a topographic map and have
 LQ0355.an estimated accuracy of +/- 6 seconds.
 LQ0355
 LQ0355.The orthometric height was determined by differential leveling
 LQ0355.and adjusted by the National Geodetic Survey in June 1991..
 LQ0355
 LQ0355.The geoid height was determined by GEOID03.
 LQ0355
 LQ0355.The dynamic height is computed by dividing the NAVD 88
 LQ0355.geopotential number by the normal gravity value computed on the
 LQ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0355.degrees latitude (g = 980.6199 gals.).
 LQ0355
 LQ0355.The modeled gravity was interpolated from observed gravity values.
 LQ0355
 LQ0355;                    North         East    Units  Estimated Accuracy
 LQ0355;SPC NV E     - 8,626,340.      171,440.      MT  (+/- 180 meters Scaled)
 LQ0355
 LQ0355                          SUPERSEDED SURVEY CONTROL
 LQ0355
 LQ0355  NGVD 29 (??/??/92) 2110.69   (m)         6924.8    (f) COMPUTED    2 0
 LQ0355
 LQ0355.Superseded values are not recommended for survey control.
 LQ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0355.See file dsdata.txt to determine how the superseded data were derived.
 LQ0355
 LQ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE916719(NAD 83)
 LQ0355_MARKER: DD = SURVEY DISK
 LQ0355_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0355_SP_SET: OUTCROP
 LQ0355_STAMPING: F 23 6924 1934
 LQ0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0355+STABILITY: POSITION/ELEVATION WELL
 LQ0355
 LQ0355  HISTORY     - Date     Condition        Report By
 LQ0355  HISTORY     - 1934     MONUMENTED       USGS
 LQ0355  HISTORY     - 1963     GOOD             NGS
 LQ0355
 LQ0355                          STATION DESCRIPTION
 LQ0355
 LQ0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LQ0355'15.6 MI W FROM JIGGS.
 LQ0355'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0355'JIGGS, THENCE 15.3 MILES WEST ALONG THE LITTLE PORTER CREEK ROAD, AT
 LQ0355'THE SUMMIT OF A HILL, IN THE TOP OF A 6 X 6-FOOT OUTCROP PROJECTING 3
 LQ0355'1/2 FEET, 27 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.5 FEET EAST
 LQ0355'OF A WITNESS POST AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0685 ***********************************************************************
 JP0685  DESIGNATION -  F 23
 JP0685  PID         -  JP0685
 JP0685  STATE/COUNTY-  NV/LINCOLN
 JP0685  USGS QUAD   -  RED LEDGES (1973)
 JP0685
 JP0685                         *CURRENT SURVEY CONTROL
 JP0685  ___________________________________________________________________
 JP0685* NAD 83(1986)-  38 37 49.     (N)    114 16 06.     (W)     SCALED    
 JP0685* NAVD 88     -      1846.556  (meters)    6058.24   (feet)  ADJUSTED  
 JP0685  ___________________________________________________________________
 JP0685  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 JP0685  DYNAMIC HT  -        1844.564 (meters)    6051.71  (feet)  COMP
 JP0685  MODELED GRAV-     979,483.7   (mgal)                       NAVD 88
 JP0685
 JP0685  VERT ORDER  -  SECOND    CLASS 0
 JP0685
 JP0685.The horizontal coordinates were scaled from a topographic map and have
 JP0685.an estimated accuracy of +/- 6 seconds.
 JP0685
 JP0685.The orthometric height was determined by differential leveling
 JP0685.and adjusted by the National Geodetic Survey in August 1995..
 JP0685
 JP0685.The geoid height was determined by GEOID03.
 JP0685
 JP0685.The dynamic height is computed by dividing the NAVD 88
 JP0685.geopotential number by the normal gravity value computed on the
 JP0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0685.degrees latitude (g = 980.6199 gals.).
 JP0685
 JP0685.The modeled gravity was interpolated from observed gravity values.
 JP0685
 JP0685;                    North         East    Units  Estimated Accuracy
 JP0685;SPC NV E     - 8,431,380.      314,500.      MT  (+/- 180 meters Scaled)
 JP0685
 JP0685                          SUPERSEDED SURVEY CONTROL
 JP0685
 JP0685.No superseded survey control is available for this station.
 JP0685
 JP0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC377792(NAD 83)
 JP0685_MARKER: DD = SURVEY DISK
 JP0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0685_SP_SET: CONCRETE POST
 JP0685_STAMPING: F 23 1946 6054
 JP0685_MARK LOGO: USGS  
 JP0685_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0685
 JP0685  HISTORY     - Date     Condition        Report By
 JP0685  HISTORY     - 1946     MONUMENTED       USGS
 JP0685  HISTORY     - 19731027 GOOD             USGS
 JP0685
 JP0685                          STATION DESCRIPTION
 JP0685
 JP0685'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0685'FROM THE INTERSECTION OF THE ROAD SOUTH TO MODENA AND THE T-ROAD
 JP0685'ENTERING BIG SPRINGS RANCH, PROCEED 3.1 MILES SOUTH ALONG THE MODENA
 JP0685'ROAD TO A Y-ROAD SOUTHWEST, THENCE 8.7 MILES SOUTHWEST AND WEST TO
 JP0685'THE TOP OF A RIDGE, 300 FEET EAST OF A ROUND CORRUGATED METAL WATER
 JP0685'TROUGH, 100 FEET SOUTH OF A ROAD JUNCTION, 50 FEET WEST OF THE
 JP0685'CENTERLINE OF THE ROAD, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0243 ***********************************************************************
 KR0243  DESIGNATION -  F 24
 KR0243  PID         -  KR0243
 KR0243  STATE/COUNTY-  NV/CHURCHILL
 KR0243  USGS QUAD   -  GRIMES POINT (1985)
 KR0243
 KR0243                         *CURRENT SURVEY CONTROL
 KR0243  ___________________________________________________________________
 KR0243* NAD 83(1986)-  39 25 32.     (N)    118 43 29.     (W)     SCALED    
 KR0243* NAVD 88     -      1199.899  (meters)    3936.67   (feet)  ADJUSTED  
 KR0243  ___________________________________________________________________
 KR0243  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 KR0243  DYNAMIC HT  -        1198.856 (meters)    3933.25  (feet)  COMP
 KR0243  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 KR0243
 KR0243  VERT ORDER  -  FIRST     CLASS II
 KR0243
 KR0243.The horizontal coordinates were scaled from a topographic map and have
 KR0243.an estimated accuracy of +/- 6 seconds.
 KR0243
 KR0243.The orthometric height was determined by differential leveling
 KR0243.and adjusted by the National Geodetic Survey in June 1991..
 KR0243.WARNING-Repeat measurements at this control monument indicate possible
 KR0243.vertical movement.
 KR0243
 KR0243.The geoid height was determined by GEOID03.
 KR0243
 KR0243.The dynamic height is computed by dividing the NAVD 88
 KR0243.geopotential number by the normal gravity value computed on the
 KR0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0243.degrees latitude (g = 980.6199 gals.).
 KR0243
 KR0243.The modeled gravity was interpolated from observed gravity values.
 KR0243
 KR0243;                    North         East    Units  Estimated Accuracy
 KR0243;SPC NV W     - 4,518,850.      787,830.      MT  (+/- 180 meters Scaled)
 KR0243
 KR0243                          SUPERSEDED SURVEY CONTROL
 KR0243
 KR0243  NGVD 29 (??/??/92) 1198.937  (m)         3933.51   (f) ADJ UNCH    1 2
 KR0243
 KR0243.Superseded values are not recommended for survey control.
 KR0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0243.See file dsdata.txt to determine how the superseded data were derived.
 KR0243
 KR0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD515654(NAD 83)
 KR0243_MARKER: DD = SURVEY DISK
 KR0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0243_STAMPING: F 24 1951 3933.11
 KR0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0243+STABILITY: SURFACE MOTION
 KR0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0243+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 KR0243
 KR0243  HISTORY     - Date     Condition        Report By
 KR0243  HISTORY     - 1951     MONUMENTED       DOD
 KR0243  HISTORY     - 1967     GOOD             NGS
 KR0243  HISTORY     - 20060827 GOOD             GEOCAC
 KR0243
 KR0243                          STATION DESCRIPTION
 KR0243
 KR0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0243'5.55 MI SE FROM FALLON.
 KR0243'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0243'FROM THE CITY HALL AT FALLON, THENCE 0.25 MILE SOUTH ALONG SHERMAN
 KR0243'STREET, THENCE 0.2 MILE EAST ALONG STILLWATER AVENUE, THENCE 0.8 MILE
 KR0243'SOUTH ALONG A PAVED ROAD WHICH WAS FORMERLY U.S. HIGHWAY 50 ALTERNATE,
 KR0243'THENCE 2.3 MILES SOUTHEAST ALONG A PAVED ROAD TO THE NORTH GATE OF THE
 KR0243'FALLON NAVAL AIR STATION, THENCE 1.5 MILES SOUTH ALONG A SERVICE ROAD
 KR0243'FOR THE FALLON NAVAL AIR STATION, IN SECTION 15, T 18 N, R 29 E, 0.3
 KR0243'MILE SOUTH OF A GASOLINE PUMPING STATION, 0.1 MILE NORTHWEST OF THE
 KR0243'NORTHWEST SIDE OF BARRACKS NUMBER 4 AND BUILDING NUMBER 306, 100 YARDS
 KR0243'SOUTHWEST OF THE CENTER LINE OF THE SERVICE ROAD, 81 FEET SOUTHEAST OF
 KR0243'THE CENTER LINE OF A DIRT ROAD LEADING SOUTHWEST, 0.8 FOOT NORTH OF A
 KR0243'METAL WITNESS POST, ABOUT LEVEL WITH THE DIRT ROAD, A US NAVY DISK SET
 KR0243'IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES BELOW THE LEVEL OF THE
 KR0243'GROUND.
 KR0243
 KR0243                          STATION RECOVERY (2006)
 KR0243
 KR0243'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0243'ACROSS THE ROAD FROM THE RV PARKING AREA.  1.3M (4.3FT) SSE OF A 4X4
 KR0243'POST PROJECTING 1M (3FT) WITH THE WITNESS POST SIGN.  OBSERVED GPSR
 KR0243'COORDINATES N 39 25 34.32, W 118 43 13.02.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0316 ***********************************************************************
 JQ0316  DESIGNATION -  F 24
 JQ0316  PID         -  JQ0316
 JQ0316  STATE/COUNTY-  NV/MINERAL
 JQ0316  USGS QUAD   -  DICALITE SUMMIT (1980)
 JQ0316
 JQ0316                         *CURRENT SURVEY CONTROL
 JQ0316  ___________________________________________________________________
 JQ0316* NAD 83(1986)-  38 25 51.     (N)    117 51 25.     (W)     SCALED    
 JQ0316* NAVD 88     -      1808.362  (meters)    5932.93   (feet)  ADJUSTED  
 JQ0316  ___________________________________________________________________
 JQ0316  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 JQ0316  DYNAMIC HT  -        1806.393 (meters)    5926.47  (feet)  COMP
 JQ0316  MODELED GRAV-     979,475.1   (mgal)                       NAVD 88
 JQ0316
 JQ0316  VERT ORDER  -  FIRST     CLASS II
 JQ0316
 JQ0316.The horizontal coordinates were scaled from a topographic map and have
 JQ0316.an estimated accuracy of +/- 6 seconds.
 JQ0316
 JQ0316.The orthometric height was determined by differential leveling
 JQ0316.and adjusted by the National Geodetic Survey in June 1991..
 JQ0316
 JQ0316.The geoid height was determined by GEOID03.
 JQ0316
 JQ0316.The dynamic height is computed by dividing the NAVD 88
 JQ0316.geopotential number by the normal gravity value computed on the
 JQ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0316.degrees latitude (g = 980.6199 gals.).
 JQ0316
 JQ0316.The modeled gravity was interpolated from observed gravity values.
 JQ0316
 JQ0316;                    North         East    Units  Estimated Accuracy
 JQ0316;SPC NV W     - 4,408,670.      863,420.      MT  (+/- 180 meters Scaled)
 JQ0316
 JQ0316                          SUPERSEDED SURVEY CONTROL
 JQ0316
 JQ0316  NGVD 29 (??/??/92) 1807.142  (m)         5928.93   (f) ADJ UNCH    1 2
 JQ0316
 JQ0316.Superseded values are not recommended for survey control.
 JQ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0316.See file dsdata.txt to determine how the superseded data were derived.
 JQ0316
 JQ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC252539(NAD 83)
 JQ0316_MARKER: DB = BENCH MARK DISK
 JQ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0316_STAMPING: 5928.902 F 24 1933
 JQ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0316+STABILITY: SURFACE MOTION
 JQ0316
 JQ0316  HISTORY     - Date     Condition        Report By
 JQ0316  HISTORY     - 1933     MONUMENTED       CGS
 JQ0316  HISTORY     - 1934     GOOD             NGS
 JQ0316  HISTORY     - 1975     GOOD             USGS
 JQ0316
 JQ0316                          STATION DESCRIPTION
 JQ0316
 JQ0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0316'13.8 MI NE FROM MINA.
 JQ0316'13.8 MILES NORTHEAST ALONG THE ROAD TO CLOVERDALE RANCH FROM MINA,
 JQ0316'MINERAL COUNTY, THENCE SOUTHEAST ALONG THE ROAD TO TONOPAH TO THE
 JQ0316'INTERSECTION OF THE ROAD LEADING TO TUNGSTEN MINE, THENCE 0.3 MILE
 JQ0316'SOUTH.  AND 37 FEET EAST OF THE CENTERLINE OF THE ROAD TO TUNGSTEN
 JQ0316'MINE.  A STANDARD DISK, STAMPED 5928.902 F 24 1933 AND SET IN THE TOP
 JQ0316'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 JQ0316
 JQ0316                          STATION RECOVERY (1975)
 JQ0316
 JQ0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JQ0316'MINA, 13.8 MI NE. OF ALONG RD. TO CLOVERDALE RANCH, THENCE 3.5 MI SE.
 JQ0316'ALONG RD. TO TONOPAH TO INTERSECTION OF RD. LEADING TO TUNGSTEN MINE,
 JQ0316'THENCE 0.4 MI S. 37 FT E. OF CENTERLINE OF RD. TO TUNGSTEN MINE. SET
 JQ0316'IN TOP OF CONCRETE POST PROJECTING 0.8 FT ABOVE GROUND. STANDARD DISK
 JQ0316'STAMPED 5928.902 F 24 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0683 ***********************************************************************
 JP0683  DESIGNATION -  F 24
 JP0683  PID         -  JP0683
 JP0683  STATE/COUNTY-  NV/LINCOLN
 JP0683  USGS QUAD   -  BIG SPRINGS (1972)
 JP0683
 JP0683                         *CURRENT SURVEY CONTROL
 JP0683  ___________________________________________________________________
 JP0683* NAD 83(1986)-  38 38 24.     (N)    114 14 18.     (W)     SCALED    
 JP0683* NAVD 88     -      1870.606  (meters)    6137.15   (feet)  ADJUSTED  
 JP0683  ___________________________________________________________________
 JP0683  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 JP0683  DYNAMIC HT  -        1868.553 (meters)    6130.41  (feet)  COMP
 JP0683  MODELED GRAV-     979,464.6   (mgal)                       NAVD 88
 JP0683
 JP0683  VERT ORDER  -  SECOND    CLASS 0
 JP0683
 JP0683.The horizontal coordinates were scaled from a topographic map and have
 JP0683.an estimated accuracy of +/- 6 seconds.
 JP0683
 JP0683.The orthometric height was determined by differential leveling
 JP0683.and adjusted by the National Geodetic Survey in August 1995..
 JP0683
 JP0683.The geoid height was determined by GEOID03.
 JP0683
 JP0683.The dynamic height is computed by dividing the NAVD 88
 JP0683.geopotential number by the normal gravity value computed on the
 JP0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0683.degrees latitude (g = 980.6199 gals.).
 JP0683
 JP0683.The modeled gravity was interpolated from observed gravity values.
 JP0683
 JP0683;                    North         East    Units  Estimated Accuracy
 JP0683;SPC NV E     - 8,432,500.      317,090.      MT  (+/- 180 meters Scaled)
 JP0683
 JP0683                          SUPERSEDED SURVEY CONTROL
 JP0683
 JP0683.No superseded survey control is available for this station.
 JP0683
 JP0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC403804(NAD 83)
 JP0683_MARKER: DD = SURVEY DISK
 JP0683_SETTING: 66 = SET IN ROCK OUTCROP
 JP0683_SP_SET: ROCK OUTCROP
 JP0683_STAMPING: F 24 1946 6133
 JP0683_MARK LOGO: USGS  
 JP0683_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0683+STABILITY: POSITION/ELEVATION WELL
 JP0683
 JP0683  HISTORY     - Date     Condition        Report By
 JP0683  HISTORY     - 1946     MONUMENTED       USGS
 JP0683  HISTORY     - 19731027 GOOD             USGS
 JP0683
 JP0683                          STATION DESCRIPTION
 JP0683
 JP0683'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0683'FROM THE INTERSECTION OF THE ROAD SOUTH TO MODENA AND THE T-ROAD
 JP0683'ENTERING BIG SPRINGS RANCH, PROCEED 3.1 MILES SOUTH ALONG THE MODENA
 JP0683'ROAD TO A Y-ROAD SOUTHWEST, THENCE 6.9 MILES SOUTHWEST AND WEST, 100
 JP0683'FEET NORTHEAST OF AND 4 FEET HIGHER THAN THE CENTERLINE OF THE ROAD,
 JP0683'NEAR THE BASE OF A SMALL HILL, IN A SOLID ROCK OUTCROP FLUSH WITH THE
 JP0683'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0356 ***********************************************************************
 JQ0356  DESIGNATION -  F 25
 JQ0356  PID         -  JQ0356
 JQ0356  STATE/COUNTY-  NV/NYE
 JQ0356  USGS QUAD   -  GRANNY GOOSE WELL (1980)
 JQ0356
 JQ0356                         *CURRENT SURVEY CONTROL
 JQ0356  ___________________________________________________________________
 JQ0356* NAD 83(1986)-  38 42 43.     (N)    117 52 50.     (W)     SCALED    
 JQ0356* NAVD 88     -      1695.887  (meters)    5563.92   (feet)  ADJUSTED  
 JQ0356  ___________________________________________________________________
 JQ0356  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 JQ0356  DYNAMIC HT  -        1694.121 (meters)    5558.13  (feet)  COMP
 JQ0356  MODELED GRAV-     979,527.1   (mgal)                       NAVD 88
 JQ0356
 JQ0356  VERT ORDER  -  FIRST     CLASS II
 JQ0356
 JQ0356.The horizontal coordinates were scaled from a topographic map and have
 JQ0356.an estimated accuracy of +/- 6 seconds.
 JQ0356
 JQ0356.The orthometric height was determined by differential leveling
 JQ0356.and adjusted by the National Geodetic Survey in June 1991..
 JQ0356
 JQ0356.The geoid height was determined by GEOID03.
 JQ0356
 JQ0356.The dynamic height is computed by dividing the NAVD 88
 JQ0356.geopotential number by the normal gravity value computed on the
 JQ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0356.degrees latitude (g = 980.6199 gals.).
 JQ0356
 JQ0356.The modeled gravity was interpolated from observed gravity values.
 JQ0356
 JQ0356;                    North         East    Units  Estimated Accuracy
 JQ0356;SPC NV C     - 6,440,320.      394,430.      MT  (+/- 180 meters Scaled)
 JQ0356
 JQ0356                          SUPERSEDED SURVEY CONTROL
 JQ0356
 JQ0356  NGVD 29 (??/??/92) 1694.663  (m)         5559.91   (f) ADJ UNCH    1 2
 JQ0356
 JQ0356.Superseded values are not recommended for survey control.
 JQ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0356.See file dsdata.txt to determine how the superseded data were derived.
 JQ0356
 JQ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC234851(NAD 83)
 JQ0356_MARKER: DB = BENCH MARK DISK
 JQ0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0356_STAMPING: 5559.917 F 25 1933
 JQ0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0356+STABILITY: SURFACE MOTION
 JQ0356
 JQ0356  HISTORY     - Date     Condition        Report By
 JQ0356  HISTORY     - 1933     MONUMENTED       CGS
 JQ0356  HISTORY     - 1934     GOOD             NGS
 JQ0356
 JQ0356                          STATION DESCRIPTION
 JQ0356
 JQ0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0356'1.9 MI S FROM GOLDYKE.
 JQ0356'1.9 MILES SOUTH ALONG THE MAIN ROAD BETWEEN GOLDYKE AND MINA FROM
 JQ0356'GOLDYKE, NYE COUNTY, ON THE OUTSIDE OF A CURVE, AND 25 FEET WEST OF
 JQ0356'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED 5559.917 F 25
 JQ0356'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 JQ0356'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0349 ***********************************************************************
 LQ0349  DESIGNATION -  F 25
 LQ0349  PID         -  LQ0349
 LQ0349  STATE/COUNTY-  NV/ELKO
 LQ0349  USGS QUAD   -  ROBINSON MTN (1985)
 LQ0349
 LQ0349                         *CURRENT SURVEY CONTROL
 LQ0349  ___________________________________________________________________
 LQ0349* NAD 83(1994)-  40 26 32.47531(N)    115 56 56.57366(W)     ADJUSTED  
 LQ0349* NAVD 88     -      2091.954  (meters)    6863.35   (feet)  ADJUSTED  
 LQ0349  ___________________________________________________________________
 LQ0349  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 LQ0349  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 LQ0349  DYNAMIC HT  -        2089.969 (meters)    6856.84  (feet)  COMP
 LQ0349  MODELED GRAV-     979,600.8   (mgal)                       NAVD 88
 LQ0349
 LQ0349  HORZ ORDER  -  SECOND
 LQ0349  VERT ORDER  -  SECOND    CLASS 0
 LQ0349
 LQ0349.The horizontal coordinates were established by classical geodetic methods
 LQ0349.and adjusted by the National Geodetic Survey in June 1998..
 LQ0349
 LQ0349.The orthometric height was determined by differential leveling
 LQ0349.and adjusted by the National Geodetic Survey in June 1991..
 LQ0349
 LQ0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0349
 LQ0349.The geoid height was determined by GEOID03.
 LQ0349
 LQ0349.The dynamic height is computed by dividing the NAVD 88
 LQ0349.geopotential number by the normal gravity value computed on the
 LQ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0349.degrees latitude (g = 980.6199 gals.).
 LQ0349
 LQ0349.The modeled gravity was interpolated from observed gravity values.
 LQ0349
 LQ0349;                    North         East     Units Scale Factor Converg.
 LQ0349;SPC NV E     - 8,631,790.274   168,975.714   MT  0.99991184   -0 14 14.0
 LQ0349;SPC NV E     -28,319,465.26    554,381.16   sFT  0.99991184   -0 14 14.0
 LQ0349;UTM  11      - 4,477,386.374   589,128.178   MT  0.99969778   +0 40 54.4
 LQ0349
 LQ0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0349!SPC NV E     -   0.99967494  x   0.99991184  =   0.99958681
 LQ0349!UTM  11      -   0.99967494  x   0.99969778  =   0.99937282
 LQ0349
 LQ0349                          SUPERSEDED SURVEY CONTROL
 LQ0349
 LQ0349  NAD 83(1986)-  40 26 32.47570(N)    115 56 56.56815(W) AD(       ) 2
 LQ0349  NAD 27      -  40 26 32.75729(N)    115 56 53.32428(W) AD(       ) 2
 LQ0349  NGVD 29 (??/??/92) 2090.74   (m)         6859.4    (f) COMPUTED    2 0
 LQ0349
 LQ0349.Superseded values are not recommended for survey control.
 LQ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0349.See file dsdata.txt to determine how the superseded data were derived.
 LQ0349
 LQ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE8912877386(NAD 83)
 LQ0349_MARKER: DD = SURVEY DISK
 LQ0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0349_STAMPING: F 25 6859 1934
 LQ0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0349+STABILITY: SURFACE MOTION
 LQ0349
 LQ0349  HISTORY     - Date     Condition        Report By
 LQ0349  HISTORY     - 1974     MONUMENTED       DMA
 LQ0349  HISTORY     - 1963     GOOD             NGS
 LQ0349
 LQ0349                          STATION DESCRIPTION
 LQ0349
 LQ0349'DESCRIBED BY DEFENSE MAP AGENCY 1974 (RCC)
 LQ0349'TO REACH FROM JIGGS, NEVADA GO SOUTH ON STATE ROUTE 46 FOR 0.35 MILE
 LQ0349'TO A ROAD WEST AND SIGN CIRCLE L RANCH.  TURN RIGHT AND GO WEST FOR
 LQ0349'1.25 MILES TO A FORK.  TURN LEFT AND GO SOUTHWEST FOR 0.8 MILE TO A
 LQ0349'FORK.  TURN RIGHT CROSSING CATTLEGUARD AND GO NORTHWEST FOR 0.5
 LQ0349'MILE TO A FORK.  KEEP RIGHT AS PER SIGN CEDAR RIDGE 6 AND CONTINUE
 LQ0349'2.0 MILES TO A FORK.  KEEP RIGHT AND GO 4.5 MILES TO THE
 LQ0349'CREST OF CEDAR RIDGE.  CONTINUE ON MAIN ROAD FOR 1.7 MILES TO A
 LQ0349'FORK.  KEEP LEFT AS PER SIGN SQUAW MTN. 4 AND GO 1.3 MILES TO A
 LQ0349'FENCELINE AND GATE.  PASS THRU GATE AND CONTINUE 2.3 MILES TO A
 LQ0349'T INTERSECTION.  TURN LEFT AND GO 0.7 MILE TO A FORK.  KEEP LEFT
 LQ0349'AND GO 2.5 MILES TO A T INTERSECTION.  TURN RIGHT AND GO 1.4 MILES
 LQ0349'TO A BENCH MARK ON THE LEFT (BM V199 USC AND GS 1963).  CONTINUE
 LQ0349'0.6 MILE TO A BENCH MARK ON THE RIGHT (BM F25 USGS 1934).
 LQ0349'
 LQ0349'THE MARK, STAMPED F25 6859 1934, IS A USGS BENCH MARK SET IN THE TOP
 LQ0349'OF A CONCRETE POST THAT PROJECTS 1.1 FEET ABOVE GROUND.  IT IS 47
 LQ0349'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.  9 FEET NORTHWEST OF
 LQ0349'THE CENTERLINE OF A TRAIL AND 0.6 FOOT SOUTH OF A METAL WITNESS
 LQ0349'POST.
 LQ0349
 LQ0349                          STATION RECOVERY (1963)
 LQ0349
 LQ0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LQ0349'26.15 MI SE FROM PALISADE.
 LQ0349'1.65 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE BRIDGE OVER THE
 LQ0349'HUMBOLDT RIVER AT PALISADE, THENCE 11.8 MILES SOUTH ALONG STATE
 LQ0349'HIGHWAY 20, THENCE 12.7 MILES EAST ALONG A DIRT ROAD, AT THE JUNCTION
 LQ0349'OF A DIRT ROAD NORTH TO BULLION AND CHERRY SPRINGS, ON A SUMMIT AND AT
 LQ0349'THE EDGE OF A SALT LICK, 39 FEET NORTHEAST OF THE CENTER LINE OF THE
 LQ0349'ROAD TO CHERRY SPRINGS, 34 FEET NORTHWEST OF THE EXTENDED CENTER LINE
 LQ0349'OF THE ROAD TO PALISADE, 1.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 1
 LQ0349'FOOT HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 LQ0349'1.0 FOOT.  NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE OLD BRICK
 LQ0349'HOUSE AT JIGGS BY GOING 0.3 MILE SOUTH ALONG STATE HIGHWAY 46, THENCE
 LQ0349'20.4 MILES WEST AND NORTHWEST ALONG THE LITTLE PORTER CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0198 ***********************************************************************
 KQ0198  DESIGNATION -  F 27
 KQ0198  PID         -  KQ0198
 KQ0198  STATE/COUNTY-  NV/LANDER
 KQ0198  USGS QUAD   -  WEST OF AUSTIN (1988)
 KQ0198
 KQ0198                         *CURRENT SURVEY CONTROL
 KQ0198  ___________________________________________________________________
 KQ0198* NAD 83(1986)-  39 26 10.     (N)    117 08 21.     (W)     SCALED    
 KQ0198* NAVD 88     -      1777.328  (meters)    5831.12   (feet)  ADJUSTED  
 KQ0198  ___________________________________________________________________
 KQ0198  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 KQ0198  DYNAMIC HT  -        1775.518 (meters)    5825.18  (feet)  COMP
 KQ0198  MODELED GRAV-     979,545.7   (mgal)                       NAVD 88
 KQ0198
 KQ0198  VERT ORDER  -  FIRST     CLASS II
 KQ0198
 KQ0198.The horizontal coordinates were scaled from a topographic map and have
 KQ0198.an estimated accuracy of +/- 6 seconds.
 KQ0198
 KQ0198.The orthometric height was determined by differential leveling
 KQ0198.and adjusted by the National Geodetic Survey in June 1991..
 KQ0198
 KQ0198.The geoid height was determined by GEOID03.
 KQ0198
 KQ0198.The dynamic height is computed by dividing the NAVD 88
 KQ0198.geopotential number by the normal gravity value computed on the
 KQ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0198.degrees latitude (g = 980.6199 gals.).
 KQ0198
 KQ0198.The modeled gravity was interpolated from observed gravity values.
 KQ0198
 KQ0198;                    North         East    Units  Estimated Accuracy
 KQ0198;SPC NV C     - 6,520,120.      459,330.      MT  (+/- 180 meters Scaled)
 KQ0198
 KQ0198                          SUPERSEDED SURVEY CONTROL
 KQ0198
 KQ0198  NGVD 29 (??/??/92) 1776.067  (m)         5826.98   (f) ADJ UNCH    1 2
 KQ0198
 KQ0198.Superseded values are not recommended for survey control.
 KQ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0198.See file dsdata.txt to determine how the superseded data were derived.
 KQ0198
 KQ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD880651(NAD 83)
 KQ0198_MARKER: DB = BENCH MARK DISK
 KQ0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0198_STAMPING: 5826.806 F 27 1933
 KQ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0198+STABILITY: SURFACE MOTION
 KQ0198
 KQ0198  HISTORY     - Date     Condition        Report By
 KQ0198  HISTORY     - 1933     MONUMENTED       CGS
 KQ0198  HISTORY     - 1955     GOOD             NGS
 KQ0198  HISTORY     - 1985     GOOD             NGS
 KQ0198
 KQ0198                          STATION DESCRIPTION
 KQ0198
 KQ0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0198'2.0 MI SW FROM AUSTIN.
 KQ0198'2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE IN
 KQ0198'AUSTIN, LANDER COUNTY, THENCE 5.2 MILES SOUTH ALONG BIG CREEK ROAD,
 KQ0198'AND 27 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 KQ0198'STAMPED 5826.806 F 27 1933 AND SET IN THE TOP OF A CONCRETE POST
 KQ0198'PROJECTING 1 FOOT ABOVE GROUND.
 KQ0198
 KQ0198                          STATION RECOVERY (1985)
 KQ0198
 KQ0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0677 ***********************************************************************
 JP0677  DESIGNATION -  F 27
 JP0677  PID         -  JP0677
 JP0677  STATE/COUNTY-  NV/LINCOLN
 JP0677  USGS QUAD   -  BIG SPRINGS (1972)
 JP0677
 JP0677                         *CURRENT SURVEY CONTROL
 JP0677  ___________________________________________________________________
 JP0677* NAD 83(1986)-  38 39 12.     (N)    114 09 29.     (W)     SCALED    
 JP0677* NAVD 88     -      1817.721  (meters)    5963.64   (feet)  ADJUSTED  
 JP0677  ___________________________________________________________________
 JP0677  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 JP0677  DYNAMIC HT  -        1815.758 (meters)    5957.20  (feet)  COMP
 JP0677  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 JP0677
 JP0677  VERT ORDER  -  SECOND    CLASS 0
 JP0677
 JP0677.The horizontal coordinates were scaled from a topographic map and have
 JP0677.an estimated accuracy of +/- 6 seconds.
 JP0677
 JP0677.The orthometric height was determined by differential leveling
 JP0677.and adjusted by the National Geodetic Survey in August 1995..
 JP0677
 JP0677.The geoid height was determined by GEOID03.
 JP0677
 JP0677.The dynamic height is computed by dividing the NAVD 88
 JP0677.geopotential number by the normal gravity value computed on the
 JP0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0677.degrees latitude (g = 980.6199 gals.).
 JP0677
 JP0677.The modeled gravity was interpolated from observed gravity values.
 JP0677
 JP0677;                    North         East    Units  Estimated Accuracy
 JP0677;SPC NV E     - 8,434,080.      324,060.      MT  (+/- 180 meters Scaled)
 JP0677
 JP0677                          SUPERSEDED SURVEY CONTROL
 JP0677
 JP0677.No superseded survey control is available for this station.
 JP0677
 JP0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC473821(NAD 83)
 JP0677_MARKER: DD = SURVEY DISK
 JP0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0677_SP_SET: CONCRETE POST
 JP0677_STAMPING: F 27 1946 5959
 JP0677_MARK LOGO: USGS  
 JP0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0677+STABILITY: SURFACE MOTION
 JP0677
 JP0677  HISTORY     - Date     Condition        Report By
 JP0677  HISTORY     - 1946     MONUMENTED       USGS
 JP0677  HISTORY     - 19731127 GOOD             USGS
 JP0677
 JP0677                          STATION DESCRIPTION
 JP0677
 JP0677'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0677'FROM THE INTERSECTION OF THE ROAD SOUTH TO MODENA AND THE T-ROAD
 JP0677'ENTERING BIG SPRINGS RANCH, PROCEED 3.1 MILES SOUTH ALONG THE MODENA
 JP0677'ROAD TO A Y-ROAD SOUTHWEST, THENCE 1.8 MILES SOUTHWEST, 20 FEET
 JP0677'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A WITNESS
 JP0677'SIGN, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0413 ***********************************************************************
 LR0413  DESIGNATION -  F 28
 LR0413  PID         -  LR0413
 LR0413  STATE/COUNTY-  NV/LANDER
 LR0413  USGS QUAD   -  WATTS (1990)
 LR0413
 LR0413                         *CURRENT SURVEY CONTROL
 LR0413  ___________________________________________________________________
 LR0413* NAD 83(1986)-  40 10 46.     (N)    117 08 23.     (W)     SCALED    
 LR0413* NAVD 88     -      1465.339  (meters)    4807.53   (feet)  ADJUSTED  
 LR0413  ___________________________________________________________________
 LR0413  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 LR0413  DYNAMIC HT  -        1464.028 (meters)    4803.23  (feet)  COMP
 LR0413  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 LR0413
 LR0413  VERT ORDER  -  FIRST     CLASS II
 LR0413
 LR0413.The horizontal coordinates were scaled from a topographic map and have
 LR0413.an estimated accuracy of +/- 6 seconds.
 LR0413
 LR0413.The orthometric height was determined by differential leveling
 LR0413.and adjusted by the National Geodetic Survey in June 1991..
 LR0413
 LR0413.The geoid height was determined by GEOID03.
 LR0413
 LR0413.The dynamic height is computed by dividing the NAVD 88
 LR0413.geopotential number by the normal gravity value computed on the
 LR0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0413.degrees latitude (g = 980.6199 gals.).
 LR0413
 LR0413.The modeled gravity was interpolated from observed gravity values.
 LR0413
 LR0413;                    North         East    Units  Estimated Accuracy
 LR0413;SPC NV C     - 6,602,640.      459,710.      MT  (+/- 180 meters Scaled)
 LR0413
 LR0413                          SUPERSEDED SURVEY CONTROL
 LR0413
 LR0413  NGVD 29 (??/??/92) 1464.205  (m)         4803.81   (f) ADJ UNCH    1 2
 LR0413
 LR0413.Superseded values are not recommended for survey control.
 LR0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0413.See file dsdata.txt to determine how the superseded data were derived.
 LR0413
 LR0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME881476(NAD 83)
 LR0413_MARKER: DB = BENCH MARK DISK
 LR0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0413_STAMPING: 4803.557 F 28 1933
 LR0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0413+STABILITY: SURFACE MOTION
 LR0413
 LR0413  HISTORY     - Date     Condition        Report By
 LR0413  HISTORY     - 1933     MONUMENTED       CGS
 LR0413  HISTORY     - 1934     GOOD             NGS
 LR0413
 LR0413                          STATION DESCRIPTION
 LR0413
 LR0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LR0413'34.0 MI S FROM BATTLE MOUNTAIN.
 LR0413'34.0 MILES SOUTH ALONG THE NEVADA CENTRAL RAILROAD FROM BATTLE
 LR0413'MOUNTAIN, LANDER COUNTY, AT MILEPOST 34, AND 26 FEET EAST OF THE
 LR0413'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 4803.557 F 28 1933
 LR0413'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0505 ***********************************************************************
 JP0505  DESIGNATION -  F 28
 JP0505  PID         -  JP0505
 JP0505  STATE/COUNTY-  NV/LINCOLN
 JP0505  USGS QUAD   -  TWEEDY WASH (1972)
 JP0505
 JP0505                         *CURRENT SURVEY CONTROL
 JP0505  ___________________________________________________________________
 JP0505* NAD 83(1986)-  38 39 12.     (N)    114 07 30.     (W)     SCALED    
 JP0505* NAVD 88     -      1748.266  (meters)    5735.77   (feet)  POSTED    
 JP0505  ___________________________________________________________________
 JP0505  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 JP0505  DYNAMIC HT  -        1746.400 (meters)    5729.65  (feet)  COMP
 JP0505  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 JP0505
 JP0505  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0505
 JP0505.The horizontal coordinates were scaled from a topographic map and have
 JP0505.an estimated accuracy of +/- 6 seconds.
 JP0505
 JP0505.The orthometric height was determined by differential leveling
 JP0505.and adjusted by the National Geodetic Survey in 1992..
 JP0505.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0505.rate of 0.0 thru 1.0 mm/km.
 JP0505
 JP0505.The geoid height was determined by GEOID03.
 JP0505
 JP0505.The dynamic height is computed by dividing the NAVD 88
 JP0505.geopotential number by the normal gravity value computed on the
 JP0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0505.degrees latitude (g = 980.6199 gals.).
 JP0505
 JP0505.The modeled gravity was interpolated from observed gravity values.
 JP0505
 JP0505;                    North         East    Units  Estimated Accuracy
 JP0505;SPC NV E     - 8,434,130.      326,940.      MT  (+/- 180 meters Scaled)
 JP0505
 JP0505                          SUPERSEDED SURVEY CONTROL
 JP0505
 JP0505.No superseded survey control is available for this station.
 JP0505
 JP0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC501822(NAD 83)
 JP0505_MARKER: DD = SURVEY DISK
 JP0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0505_SP_SET: CONCRETE POST
 JP0505_STAMPING: F 28 1946 5732
 JP0505_MARK LOGO: USGS  
 JP0505_PROJECTION: FLUSH
 JP0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0505+STABILITY: SURFACE MOTION
 JP0505
 JP0505  HISTORY     - Date     Condition        Report By
 JP0505  HISTORY     - 1946     MONUMENTED       USGS
 JP0505  HISTORY     - 1971     GOOD             USGS
 JP0505  HISTORY     - 19730814 GOOD             USGS
 JP0505
 JP0505                          STATION DESCRIPTION
 JP0505
 JP0505'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0505'104.8 KM (65.1 MI) NORTH FROM MODENA.
 JP0505'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0505'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 3.1
 JP0505'MILES ALONG THE MODENA ROAD, 40 FEET SOUTH OF A ROAD FORK.  A THIRD
 JP0505'ORDER HORIZONTAL POSITION FOR THIS BM WAS ESTABLISHED BY THE USGS IN
 JP0505'1971.
 JP0505
 JP0505                          STATION RECOVERY (1973)
 JP0505
 JP0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JP0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0003 ***********************************************************************
 LQ0003  DESIGNATION -  F 29
 LQ0003  PID         -  LQ0003
 LQ0003  STATE/COUNTY-  NV/ELKO
 LQ0003  USGS QUAD   -  HARDY CREEK (1982)
 LQ0003
 LQ0003                         *CURRENT SURVEY CONTROL
 LQ0003  ___________________________________________________________________
 LQ0003* NAD 83(1986)-  40 55 13.     (N)    114 26 34.     (W)     SCALED    
 LQ0003* NAVD 88     -      1711.413  (meters)    5614.86   (feet)  ADJUSTED  
 LQ0003  ___________________________________________________________________
 LQ0003  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 LQ0003  DYNAMIC HT  -        1709.960 (meters)    5610.09  (feet)  COMP
 LQ0003  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 LQ0003
 LQ0003  VERT ORDER  -  FIRST     CLASS II
 LQ0003
 LQ0003.The horizontal coordinates were scaled from a topographic map and have
 LQ0003.an estimated accuracy of +/- 6 seconds.
 LQ0003
 LQ0003.The orthometric height was determined by differential leveling
 LQ0003.and adjusted by the National Geodetic Survey in June 1991..
 LQ0003
 LQ0003.The geoid height was determined by GEOID03.
 LQ0003
 LQ0003.The dynamic height is computed by dividing the NAVD 88
 LQ0003.geopotential number by the normal gravity value computed on the
 LQ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0003.degrees latitude (g = 980.6199 gals.).
 LQ0003
 LQ0003.The modeled gravity was interpolated from observed gravity values.
 LQ0003
 LQ0003;                    North         East    Units  Estimated Accuracy
 LQ0003;SPC NV E     - 8,685,420.      296,070.      MT  (+/- 180 meters Scaled)
 LQ0003
 LQ0003                          SUPERSEDED SURVEY CONTROL
 LQ0003
 LQ0003  NGVD 29 (??/??/92) 1710.307  (m)         5611.23   (f) ADJ UNCH    1 2
 LQ0003
 LQ0003.Superseded values are not recommended for survey control.
 LQ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0003.See file dsdata.txt to determine how the superseded data were derived.
 LQ0003
 LQ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF153330(NAD 83)
 LQ0003_MARKER: DB = BENCH MARK DISK
 LQ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0003_STAMPING: 5611.232 F 29 1933
 LQ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0003+STABILITY: SURFACE MOTION
 LQ0003
 LQ0003  HISTORY     - Date     Condition        Report By
 LQ0003  HISTORY     - 1933     MONUMENTED       CGS
 LQ0003
 LQ0003                          STATION DESCRIPTION
 LQ0003
 LQ0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0003'4.5 MI N FROM SHAFTER.
 LQ0003'ABOUT 4.5 MILES NORTH ALONG THE NEVADA NORTHERN RAILWAY FROM SHAFTER,
 LQ0003'ELKO COUNTY, 4 FEET NORTH OF MILEPOST 14, AND 51 FEET WEST OF THE
 LQ0003'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 5611.232 F 29 1933
 LQ0003'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE
 LQ0003'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0506 ***********************************************************************
 JP0506  DESIGNATION -  F 29
 JP0506  PID         -  JP0506
 JP0506  STATE/COUNTY-  NV/WHITE PINE
 JP0506  USGS QUAD   -  TWEEDY WASH (1972)
 JP0506
 JP0506                         *CURRENT SURVEY CONTROL
 JP0506  ___________________________________________________________________
 JP0506* NAD 83(1986)-  38 40 51.     (N)    114 07 31.     (W)     SCALED    
 JP0506* NAVD 88     -      1725.707  (meters)    5661.76   (feet)  POSTED    
 JP0506  ___________________________________________________________________
 JP0506  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 JP0506  DYNAMIC HT  -        1723.870 (meters)    5655.73  (feet)  COMP
 JP0506  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 JP0506
 JP0506  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0506
 JP0506.The horizontal coordinates were scaled from a topographic map and have
 JP0506.an estimated accuracy of +/- 6 seconds.
 JP0506
 JP0506.The orthometric height was determined by differential leveling
 JP0506.and adjusted by the National Geodetic Survey in 1992..
 JP0506.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0506.rate of 0.0 thru 1.0 mm/km.
 JP0506
 JP0506.The geoid height was determined by GEOID03.
 JP0506
 JP0506.The dynamic height is computed by dividing the NAVD 88
 JP0506.geopotential number by the normal gravity value computed on the
 JP0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0506.degrees latitude (g = 980.6199 gals.).
 JP0506
 JP0506.The modeled gravity was interpolated from observed gravity values.
 JP0506
 JP0506;                    North         East    Units  Estimated Accuracy
 JP0506;SPC NV E     - 8,437,180.      326,860.      MT  (+/- 180 meters Scaled)
 JP0506
 JP0506                          SUPERSEDED SURVEY CONTROL
 JP0506
 JP0506.No superseded survey control is available for this station.
 JP0506
 JP0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC500852(NAD 83)
 JP0506_MARKER: DB = BENCH MARK DISK
 JP0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0506_SP_SET: CONCRETE POST
 JP0506_STAMPING: F 29 1946 5658
 JP0506_MARK LOGO: USGS  
 JP0506_PROJECTION: FLUSH
 JP0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0506+STABILITY: SURFACE MOTION
 JP0506
 JP0506  HISTORY     - Date     Condition        Report By
 JP0506  HISTORY     - 1946     MONUMENTED       USGS
 JP0506  HISTORY     - 1971     GOOD             USGS
 JP0506
 JP0506                          STATION DESCRIPTION
 JP0506
 JP0506'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0506'108.3 KM (67.3 MI) NORTH FROM MODENA.
 JP0506'AT BIG SPRINGS RANCH, NEVADA, FROM THE INTERSECTION OF THE ROAD SOUTH
 JP0506'TO MODENA AND THE T-ROAD ENTERING BIG SPRINGS RANCH, PROCEED 1.0
 JP0506'MILES SOUTH ALONG THE MODENA ROAD, 20 FEET SOUTHWEST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0344 ***********************************************************************
 KR0344  DESIGNATION -  F 293
 KR0344  PID         -  KR0344
 KR0344  STATE/COUNTY-  NV/CHURCHILL
 KR0344  USGS QUAD   -  FALLON (1985)
 KR0344
 KR0344                         *CURRENT SURVEY CONTROL
 KR0344  ___________________________________________________________________
 KR0344* NAD 83(1986)-  39 27 41.     (N)    118 46 50.     (W)     SCALED    
 KR0344* NAVD 88     -      1209.278  (meters)    3967.44   (feet)  ADJUSTED  
 KR0344  ___________________________________________________________________
 KR0344  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 KR0344  DYNAMIC HT  -        1208.237 (meters)    3964.02  (feet)  COMP
 KR0344  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 KR0344
 KR0344  VERT ORDER  -  SECOND    CLASS 0
 KR0344
 KR0344.The horizontal coordinates were scaled from a topographic map and have
 KR0344.an estimated accuracy of +/- 6 seconds.
 KR0344
 KR0344.The orthometric height was determined by differential leveling
 KR0344.and adjusted by the National Geodetic Survey in June 1991..
 KR0344
 KR0344.The geoid height was determined by GEOID03.
 KR0344
 KR0344.The dynamic height is computed by dividing the NAVD 88
 KR0344.geopotential number by the normal gravity value computed on the
 KR0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0344.degrees latitude (g = 980.6199 gals.).
 KR0344
 KR0344.The modeled gravity was interpolated from observed gravity values.
 KR0344
 KR0344;                    North         East    Units  Estimated Accuracy
 KR0344;SPC NV W     - 4,522,840.      783,030.      MT  (+/- 180 meters Scaled)
 KR0344
 KR0344                          SUPERSEDED SURVEY CONTROL
 KR0344
 KR0344  NGVD 29 (??/??/92) 1208.238  (m)         3964.03   (f) ADJ UNCH    2 0
 KR0344
 KR0344.Superseded values are not recommended for survey control.
 KR0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0344.See file dsdata.txt to determine how the superseded data were derived.
 KR0344
 KR0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD468694(NAD 83)
 KR0344_MARKER: DB = BENCH MARK DISK
 KR0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0344_STAMPING: F-293-1940
 KR0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0344+STABILITY: SURFACE MOTION
 KR0344
 KR0344  HISTORY     - Date     Condition        Report By
 KR0344  HISTORY     - 1940     MONUMENTED       CGS
 KR0344  HISTORY     - 1967     MARK NOT FOUND   NGS
 KR0344
 KR0344                          STATION DESCRIPTION
 KR0344
 KR0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KR0344'1.2 MI S FROM FALLON.
 KR0344'1.2 MILES SOUTH OF POST OFFICE IN FALLON ON HWY. NO. 95 LOCATED
 KR0344'BETWEEN FIRST AND SECOND CURVE ON HWY. NO. 95 JUST SOUTH OF FALLON. AT
 KR0344'FENCE CORNER.  35 FEET NORTH OF CENTERLINE OF HWY. AND 20 FEET
 KR0344'NORTHEAST OF DITCH, 2 FEET OUTSIDE OF HWY. 95 R. O. W. FENCE LINE.
 KR0344
 KR0344                          STATION RECOVERY (1967)
 KR0344
 KR0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KR0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0189 ***********************************************************************
 KR0189  DESIGNATION -  F 294
 KR0189  PID         -  KR0189
 KR0189  STATE/COUNTY-  NV/MINERAL
 KR0189  USGS QUAD   -  RAWHIDE (1980)
 KR0189
 KR0189                         *CURRENT SURVEY CONTROL
 KR0189  ___________________________________________________________________
 KR0189* NAD 83(1986)-  39 00 34.     (N)    118 23 06.     (W)     SCALED    
 KR0189* NAVD 88     -      1517.05   (+/-2cm)    4977.2    (feet)  VERTCON   
 KR0189  ___________________________________________________________________
 KR0189  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 KR0189
 KR0189  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0189
 KR0189.The horizontal coordinates were scaled from a topographic map and have
 KR0189.an estimated accuracy of +/- 6 seconds.
 KR0189
 KR0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0189.The vertical order pertains to the NGVD 29 superseded value.
 KR0189
 KR0189.The geoid height was determined by GEOID03.
 KR0189
 KR0189;                    North         East    Units  Estimated Accuracy
 KR0189;SPC NV W     - 4,472,670.      817,180.      MT  (+/- 180 meters Scaled)
 KR0189
 KR0189                          SUPERSEDED SURVEY CONTROL
 KR0189
 KR0189  NGVD 29 (??/??/92) 1515.95   (m)         4973.6    (f) COMPUTED    1 2
 KR0189
 KR0189.Superseded values are not recommended for survey control.
 KR0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0189.See file dsdata.txt to determine how the superseded data were derived.
 KR0189
 KR0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD800187(NAD 83)
 KR0189_MARKER: DB = BENCH MARK DISK
 KR0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0189_STAMPING: F 294 1940
 KR0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0189+STABILITY: SURFACE MOTION
 KR0189
 KR0189  HISTORY     - Date     Condition        Report By
 KR0189  HISTORY     - 1940     MONUMENTED       CGS
 KR0189  HISTORY     - 1955     GOOD             NGS
 KR0189  HISTORY     - 1975     GOOD             USGS
 KR0189
 KR0189                          STATION DESCRIPTION
 KR0189
 KR0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0189'0.5 MI SE FROM RAWHIDE.
 KR0189'0.5 MILE SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE GRUTT BROTHERS
 KR0189'MINING COMPANY OFFICE AT RAWHIDE, 100 FEET SOUTHEAST OF THE CENTER OF
 KR0189'THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHWEST, 51 FEET SOUTHWEST OF
 KR0189'THE CENTER LINE OF THE GRADED ROAD, 14 1/2 FEET SOUTHWEST OF THE
 KR0189'CENTER LINE OF THE TRACK ROAD, 1.1 FEET NORTHEAST OF A WITNESS POST,
 KR0189'ABOUT 3 1/2 FEET HIGHER THAN THE GRADED ROAD, AND SET IN THE TOP OF A
 KR0189'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 KR0189
 KR0189                          STATION RECOVERY (1975)
 KR0189
 KR0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KR0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0806 ***********************************************************************
 JR0806  DESIGNATION -  F 295
 JR0806  PID         -  JR0806
 JR0806  STATE/COUNTY-  NV/MINERAL
 JR0806  USGS QUAD   -  MOUNT ANNIE SE (1979)
 JR0806
 JR0806                         *CURRENT SURVEY CONTROL
 JR0806  ___________________________________________________________________
 JR0806* NAD 83(1986)-  38 50 13.     (N)    118 06 25.     (W)     SCALED    
 JR0806* NAVD 88     -      1326.55   (+/-2cm)    4352.2    (feet)  VERTCON   
 JR0806  ___________________________________________________________________
 JR0806  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 JR0806
 JR0806  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0806
 JR0806.The horizontal coordinates were scaled from a topographic map and have
 JR0806.an estimated accuracy of +/- 6 seconds.
 JR0806
 JR0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0806.The vertical order pertains to the NGVD 29 superseded value.
 JR0806
 JR0806.The geoid height was determined by GEOID03.
 JR0806
 JR0806;                    North         East    Units  Estimated Accuracy
 JR0806;SPC NV W     - 4,453,610.      841,360.      MT  (+/- 180 meters Scaled)
 JR0806
 JR0806                          SUPERSEDED SURVEY CONTROL
 JR0806
 JR0806  NGVD 29 (??/??/92) 1325.518  (m)         4348.80   (f) ADJ UNCH    1 2
 JR0806
 JR0806.Superseded values are not recommended for survey control.
 JR0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0806.See file dsdata.txt to determine how the superseded data were derived.
 JR0806
 JR0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC039992(NAD 83)
 JR0806_MARKER: DB = BENCH MARK DISK
 JR0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0806_STAMPING: F 295 1940
 JR0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0806+STABILITY: SURFACE MOTION
 JR0806
 JR0806  HISTORY     - Date     Condition        Report By
 JR0806  HISTORY     - 1940     MONUMENTED       CGS
 JR0806  HISTORY     - 1955     GOOD             NGS
 JR0806
 JR0806                          STATION DESCRIPTION
 JR0806
 JR0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0806'9.3 MI SE FROM HOT SPRING.
 JR0806'0.2 MILE SOUTH ALONG A TRACK ROAD FROM HOT SPRING, THENCE 2.7
 JR0806'MILES SOUTH ALONG A GRADED ROAD, THENCE 6.4 MILES SOUTHEAST ALONG
 JR0806'A NARROW DIRT ROAD, ABOUT 50 YARDS NORTHWEST OF A SMALL KNOLL,
 JR0806'45 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTHWEST
 JR0806'OF THE CENTER LINE OF A TRACK ROAD (A FORMER ALIGNMENT OF THE
 JR0806'PRESENT ROAD), 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET
 JR0806'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JR0806'1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0149 ***********************************************************************
 JQ0149  DESIGNATION -  F 297
 JQ0149  PID         -  JQ0149
 JQ0149  STATE/COUNTY-  NV/NYE
 JQ0149  USGS QUAD   -  TONOPAH (1982)
 JQ0149
 JQ0149                         *CURRENT SURVEY CONTROL
 JQ0149  ___________________________________________________________________
 JQ0149* NAD 83(1986)-  38 04 11.     (N)    117 11 52.     (W)     SCALED    
 JQ0149* NAVD 88     -      1850.751  (meters)    6072.01   (feet)  ADJUSTED  
 JQ0149  ___________________________________________________________________
 JQ0149  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 JQ0149  DYNAMIC HT  -        1848.673 (meters)    6065.19  (feet)  COMP
 JQ0149  MODELED GRAV-     979,440.5   (mgal)                       NAVD 88
 JQ0149
 JQ0149  VERT ORDER  -  FIRST     CLASS II
 JQ0149
 JQ0149.The horizontal coordinates were scaled from a topographic map and have
 JQ0149.an estimated accuracy of +/- 6 seconds.
 JQ0149
 JQ0149.The orthometric height was determined by differential leveling
 JQ0149.and adjusted by the National Geodetic Survey in June 1991..
 JQ0149.WARNING-Repeat measurements at this control monument indicate possible
 JQ0149.vertical movement.
 JQ0149
 JQ0149.The geoid height was determined by GEOID03.
 JQ0149
 JQ0149.The dynamic height is computed by dividing the NAVD 88
 JQ0149.geopotential number by the normal gravity value computed on the
 JQ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0149.degrees latitude (g = 980.6199 gals.).
 JQ0149
 JQ0149.The modeled gravity was interpolated from observed gravity values.
 JQ0149
 JQ0149;                    North         East    Units  Estimated Accuracy
 JQ0149;SPC NV C     - 6,368,480.      453,400.      MT  (+/- 180 meters Scaled)
 JQ0149
 JQ0149                          SUPERSEDED SURVEY CONTROL
 JQ0149
 JQ0149  NGVD 29 (??/??/92) 1849.764  (m)         6068.77   (f) ADJ UNCH    1 2
 JQ0149
 JQ0149.Superseded values are not recommended for survey control.
 JQ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0149.See file dsdata.txt to determine how the superseded data were derived.
 JQ0149
 JQ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC826135(NAD 83)
 JQ0149_MARKER: DB = BENCH MARK DISK
 JQ0149_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0149_STAMPING: F 297 1945
 JQ0149_MARK LOGO: CGS   
 JQ0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0149
 JQ0149  HISTORY     - Date     Condition        Report By
 JQ0149  HISTORY     - 1945     MONUMENTED       CGS
 JQ0149  HISTORY     - 1953     GOOD             NGS
 JQ0149  HISTORY     - 1984     GOOD             NGS
 JQ0149
 JQ0149                          STATION DESCRIPTION
 JQ0149
 JQ0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0149'1.9 MI E FROM TONOPAH.
 JQ0149'1.9 MILES EAST ALONG U. S. HIGHWAY 6 FROM THE POST OFFICE AT TONOPAH,
 JQ0149'88 FEET NORTHWEST OF THE CENTER OF THE T JUNCTION OF A GRAVELED ROAD,
 JQ0149'AT 24-INCH CORRUGATED METAL PIPE CULVERT B 75+62, IN THE TOP OF THE
 JQ0149'EAST END OF THE NORTH CONCRETE HEAD WALL, 17.5 FEET NORTH OF THE
 JQ0149'CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 JQ0149
 JQ0149                          STATION RECOVERY (1984)
 JQ0149
 JQ0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0149'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0149'2.45 KM (1.5 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0149'HIGHWAY 95 AT TONOPAH, IN THE EAST END OF THE NORTH HEADWALL FOR A
 JQ0149'24-INCH CORRUGATED METAL PIPE CULVERT, 0.5 KM (0.3 MI) EAST OF
 JQ0149'MILEPOST 3, 7.4 METERS (24.5 FT) NORTH OF THE HIGHWAY CENTERLINE,
 JQ0149'52.1 METERS (171 FT) WEST OF THE CENTER OF THE T JUNCTION OF A PAVED
 JQ0149'ROAD LEADING NORTH AND 46.0 METERS (151 FT) NORTHEAST ACROSS THE
 JQ0149'HIGHWAY FROM BENCH MARK T 416.
 JQ0149'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0206 ***********************************************************************
 LS0206  DESIGNATION -  F 298
 LS0206  PID         -  LS0206
 LS0206  STATE/COUNTY-  NV/PERSHING
 LS0206  USGS QUAD   -  BUFFALO MOUNTAIN (1987)
 LS0206
 LS0206                         *CURRENT SURVEY CONTROL
 LS0206  ___________________________________________________________________
 LS0206* NAD 83(1986)-  40 08 02.     (N)    118 12 15.     (W)     SCALED    
 LS0206* NAVD 88     -      1317.717  (meters)    4323.21   (feet)  ADJUSTED  
 LS0206  ___________________________________________________________________
 LS0206  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 LS0206  DYNAMIC HT  -        1316.654 (meters)    4319.72  (feet)  COMP
 LS0206  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 LS0206
 LS0206  VERT ORDER  -  SECOND    CLASS 0
 LS0206
 LS0206.The horizontal coordinates were scaled from a topographic map and have
 LS0206.an estimated accuracy of +/- 6 seconds.
 LS0206
 LS0206.The orthometric height was determined by differential leveling
 LS0206.and adjusted by the National Geodetic Survey in June 1991..
 LS0206
 LS0206.The geoid height was determined by GEOID03.
 LS0206
 LS0206.The dynamic height is computed by dividing the NAVD 88
 LS0206.geopotential number by the normal gravity value computed on the
 LS0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0206.degrees latitude (g = 980.6199 gals.).
 LS0206
 LS0206.The modeled gravity was interpolated from observed gravity values.
 LS0206
 LS0206;                    North         East    Units  Estimated Accuracy
 LS0206;SPC NV W     - 4,597,550.      832,310.      MT  (+/- 180 meters Scaled)
 LS0206
 LS0206                          SUPERSEDED SURVEY CONTROL
 LS0206
 LS0206  NGVD 29 (??/??/92) 1316.733  (m)         4319.98   (f) ADJ UNCH    2 0
 LS0206
 LS0206.Superseded values are not recommended for survey control.
 LS0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0206.See file dsdata.txt to determine how the superseded data were derived.
 LS0206
 LS0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE974433(NAD 83)
 LS0206_MARKER: DB = BENCH MARK DISK
 LS0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0206_STAMPING: F 298 1945
 LS0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0206+STABILITY: SURFACE MOTION
 LS0206
 LS0206  HISTORY     - Date     Condition        Report By
 LS0206  HISTORY     - 1945     MONUMENTED       CGS
 LS0206  HISTORY     - 1982     GOOD             USGS
 LS0206
 LS0206                          STATION DESCRIPTION
 LS0206
 LS0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LS0206'20.2 MI NE FROM LOVELOCK.
 LS0206'6.25 MILES NORTHEAST ALONG THE U. S. HIGHWAY 40 FROM THE POST OFFICE
 LS0206'AT LOVELOCK, THENCE 13.95 MILES EAST ALONG THE HUMBOLDT AIRPORT ROAD,
 LS0206'0.45 MILE SOUTHEAST OF A GRAVEL PIT, IN LINE WITH THE TELEPHONE POLES,
 LS0206'51 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 4 FEET SOUTHEAST OF A
 LS0206'TELEPHONE POLE, 2 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP
 LS0206'OF A CONCRETE POST.
 LS0206
 LS0206                          STATION RECOVERY (1982)
 LS0206
 LS0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LS0206'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0206'STREET AT LOVELOCK 6.8 MILES NORTHEAST ALONG BUSINESS I-80 FROM THE
 LS0206'JCT. OF MAIN ST. AT LOVELOCK, THENCE 14.0 MILES EAST ALONG STATE
 LS0206'HIGHWAY 857 TOWARDS COAL CANYON, 0.5 MILE SOUTHEAST OF RD. JCT. EAST,
 LS0206'48 FEET WEST OF CENTERLINE OF OLD RD., 102 FEET EAST OF CENTERLINE OF
 LS0206'HIGHWAY , 4 FEET SOUTHEAST OF A TELEPHONE POLE, IN LINE WITH POLES.
 LS0206'AN IRON BENCH-MARK DISK, STAMPED 'F 298 1945' AND SET IN THE TOP OF A
 LS0206'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0012 ***********************************************************************
 HP0012  DESIGNATION -  F 3
 HP0012  PID         -  HP0012
 HP0012  STATE/COUNTY-  NV/LINCOLN
 HP0012  USGS QUAD   -  UVADA (1972)
 HP0012
 HP0012                         *CURRENT SURVEY CONTROL
 HP0012  ___________________________________________________________________
 HP0012* NAD 83(1986)-  37 39 35.     (N)    114 07 24.     (W)     SCALED    
 HP0012* NAVD 88     -      1824.947  (meters)    5987.35   (feet)  ADJUSTED  
 HP0012  ___________________________________________________________________
 HP0012  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 HP0012  DYNAMIC HT  -        1822.822 (meters)    5980.38  (feet)  COMP
 HP0012  MODELED GRAV-     979,400.4   (mgal)                       NAVD 88
 HP0012
 HP0012  VERT ORDER  -  FIRST     CLASS II
 HP0012
 HP0012.The horizontal coordinates were scaled from a topographic map and have
 HP0012.an estimated accuracy of +/- 6 seconds.
 HP0012
 HP0012.The orthometric height was determined by differential leveling
 HP0012.and adjusted by the National Geodetic Survey in June 1991..
 HP0012
 HP0012.The geoid height was determined by GEOID03.
 HP0012
 HP0012.The dynamic height is computed by dividing the NAVD 88
 HP0012.geopotential number by the normal gravity value computed on the
 HP0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0012.degrees latitude (g = 980.6199 gals.).
 HP0012
 HP0012.The modeled gravity was interpolated from observed gravity values.
 HP0012
 HP0012;                    North         East    Units  Estimated Accuracy
 HP0012;SPC NV E     - 8,323,840.      328,820.      MT  (+/- 180 meters Scaled)
 HP0012
 HP0012                          SUPERSEDED SURVEY CONTROL
 HP0012
 HP0012  NGVD 29 (??/??/92) 1823.678  (m)         5983.18   (f) ADJ UNCH    1 2
 HP0012
 HP0012.Superseded values are not recommended for survey control.
 HP0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0012.See file dsdata.txt to determine how the superseded data were derived.
 HP0012
 HP0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB537719(NAD 83)
 HP0012_MARKER: DB = BENCH MARK DISK
 HP0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HP0012_SP_SET: BUNKHOUSE
 HP0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0012
 HP0012  HISTORY     - Date     Condition        Report By
 HP0012  HISTORY     - UNK      MONUMENTED       CGS
 HP0012  HISTORY     - 1950     GOOD             NGS
 HP0012
 HP0012                          STATION DESCRIPTION
 HP0012
 HP0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HP0012'IN CRESTLINE.
 HP0012'AT CRESTLINE, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD, 95 FEET
 HP0012'WEST OF THE CENTER LINE OF THE MAIN TRACK, IN THE FACE OF THE CONCRETE
 HP0012'BUNKHOUSE TOWARD THE TRACK, AND ABOUT 5 FEET ABOVE THE GROUND. A
 HP0012'STANDARD DISK, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0214 ***********************************************************************
 LQ0214  DESIGNATION -  F 30
 LQ0214  PID         -  LQ0214
 LQ0214  STATE/COUNTY-  NV/ELKO
 LQ0214  USGS QUAD   -  CURRIE (1982)
 LQ0214
 LQ0214                         *CURRENT SURVEY CONTROL
 LQ0214  ___________________________________________________________________
 LQ0214* NAD 83(1986)-  40 19 57.     (N)    114 42 44.     (W)     SCALED    
 LQ0214* NAVD 88     -      1749.424  (meters)    5739.57   (feet)  ADJUSTED  
 LQ0214  ___________________________________________________________________
 LQ0214  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 LQ0214  DYNAMIC HT  -        1747.833 (meters)    5734.35  (feet)  COMP
 LQ0214  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 LQ0214
 LQ0214  VERT ORDER  -  FIRST     CLASS II
 LQ0214
 LQ0214.The horizontal coordinates were scaled from a topographic map and have
 LQ0214.an estimated accuracy of +/- 6 seconds.
 LQ0214
 LQ0214.The orthometric height was determined by differential leveling
 LQ0214.and adjusted by the National Geodetic Survey in June 1991..
 LQ0214
 LQ0214.The geoid height was determined by GEOID03.
 LQ0214
 LQ0214.The dynamic height is computed by dividing the NAVD 88
 LQ0214.geopotential number by the normal gravity value computed on the
 LQ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0214.degrees latitude (g = 980.6199 gals.).
 LQ0214
 LQ0214.The modeled gravity was interpolated from observed gravity values.
 LQ0214
 LQ0214;                    North         East    Units  Estimated Accuracy
 LQ0214;SPC NV E     - 8,619,890.      274,020.      MT  (+/- 180 meters Scaled)
 LQ0214
 LQ0214                          SUPERSEDED SURVEY CONTROL
 LQ0214
 LQ0214  NGVD 29 (??/??/92) 1748.295  (m)         5735.86   (f) ADJ UNCH    1 2
 LQ0214
 LQ0214.Superseded values are not recommended for survey control.
 LQ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0214.See file dsdata.txt to determine how the superseded data were derived.
 LQ0214
 LQ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE943671(NAD 83)
 LQ0214_MARKER: DB = BENCH MARK DISK
 LQ0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0214_STAMPING: 5735.864 F 30 1933
 LQ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0214+STABILITY: SURFACE MOTION
 LQ0214
 LQ0214  HISTORY     - Date     Condition        Report By
 LQ0214  HISTORY     - 1933     MONUMENTED       CGS
 LQ0214
 LQ0214                          STATION DESCRIPTION
 LQ0214
 LQ0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0214'5.0 MI NE FROM CURRIE.
 LQ0214'ABOUT 5.0 MILES NORTHEAST ALONG THE NEVADA NORTHERN RAILWAY FROM
 LQ0214'CURRIE, ELKO COUNTY, ABOUT 238 FEET SOUTH OF MILEPOST 58, IN THE TOP
 LQ0214'OF A CONCRETE BRIDGE, ABOVE THE JUNCTURE OF THE NORTH ABUTMENT AND
 LQ0214'WEST WING WALL, AND 9 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 LQ0214'STANDARD DISK, STAMPED 5735.864 F 30 1933 AND SET IN A CONCRETE POST
 LQ0214'PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0508 ***********************************************************************
 JP0508  DESIGNATION -  F 30
 JP0508  PID         -  JP0508
 JP0508  STATE/COUNTY-  NV/WHITE PINE
 JP0508  USGS QUAD   -  TWEEDY WASH (1972)
 JP0508
 JP0508                         *CURRENT SURVEY CONTROL
 JP0508  ___________________________________________________________________
 JP0508* NAD 83(1986)-  38 42 00.     (N)    114 06 53.     (W)     SCALED    
 JP0508* NAVD 88     -      1685.798  (meters)    5530.82   (feet)  POSTED    
 JP0508  ___________________________________________________________________
 JP0508  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 JP0508  DYNAMIC HT  -        1684.010 (meters)    5524.96  (feet)  COMP
 JP0508  MODELED GRAV-     979,508.6   (mgal)                       NAVD 88
 JP0508
 JP0508  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0508
 JP0508.The horizontal coordinates were scaled from a topographic map and have
 JP0508.an estimated accuracy of +/- 6 seconds.
 JP0508
 JP0508.The orthometric height was determined by differential leveling
 JP0508.and adjusted by the National Geodetic Survey in 1992..
 JP0508.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0508.rate of 0.0 thru 1.0 mm/km.
 JP0508
 JP0508.The geoid height was determined by GEOID03.
 JP0508
 JP0508.The dynamic height is computed by dividing the NAVD 88
 JP0508.geopotential number by the normal gravity value computed on the
 JP0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0508.degrees latitude (g = 980.6199 gals.).
 JP0508
 JP0508.The modeled gravity was interpolated from observed gravity values.
 JP0508
 JP0508;                    North         East    Units  Estimated Accuracy
 JP0508;SPC NV E     - 8,439,320.      327,750.      MT  (+/- 180 meters Scaled)
 JP0508
 JP0508                          SUPERSEDED SURVEY CONTROL
 JP0508
 JP0508.No superseded survey control is available for this station.
 JP0508
 JP0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC509874(NAD 83)
 JP0508_MARKER: DB = BENCH MARK DISK
 JP0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0508_SP_SET: CONCRETE POST
 JP0508_STAMPING: F 30 1946 5527
 JP0508_MARK LOGO: USGS  
 JP0508_PROJECTION: FLUSH
 JP0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0508+STABILITY: SURFACE MOTION
 JP0508
 JP0508  HISTORY     - Date     Condition        Report By
 JP0508  HISTORY     - 1946     MONUMENTED       USGS
 JP0508  HISTORY     - 1971     GOOD             USGS
 JP0508
 JP0508                          STATION DESCRIPTION
 JP0508
 JP0508'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0508'33.5 KM (20.80 MI) SSW FROM GARRISON.
 JP0508'AT BIG SPRINGS RANCH, NEVADA, FROM THE T-ROAD ENTERING THE RANCH,
 JP0508'PROCEED 1.1 MILE EAST ALONG THE OLD ROAD LEADING TO GARRISON, 15 FEET
 JP0508'NORTH OF THE ROAD, 2 FEET SOUTH OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0785 ***********************************************************************
 GR0785  DESIGNATION -  F 301
 GR0785  PID         -  GR0785
 GR0785  STATE/COUNTY-  NV/CLARK
 GR0785  USGS QUAD   -  MOAPA WEST (1983)
 GR0785
 GR0785                         *CURRENT SURVEY CONTROL
 GR0785  ___________________________________________________________________
 GR0785* NAD 83(1986)-  36 41 06.     (N)    114 38 06.     (W)     SCALED    
 GR0785* NAVD 88     -       538.422  (meters)    1766.47   (feet)  ADJUSTED  
 GR0785  ___________________________________________________________________
 GR0785  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR0785  DYNAMIC HT  -         537.906 (meters)    1764.78  (feet)  COMP
 GR0785  MODELED GRAV-     979,656.9   (mgal)                       NAVD 88
 GR0785
 GR0785  VERT ORDER  -  FIRST     CLASS I
 GR0785
 GR0785.The horizontal coordinates were scaled from a topographic map and have
 GR0785.an estimated accuracy of +/- 6 seconds.
 GR0785
 GR0785.The orthometric height was determined by differential leveling
 GR0785.and adjusted by the National Geodetic Survey in June 1991..
 GR0785
 GR0785.The geoid height was determined by GEOID03.
 GR0785
 GR0785.The dynamic height is computed by dividing the NAVD 88
 GR0785.geopotential number by the normal gravity value computed on the
 GR0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0785.degrees latitude (g = 980.6199 gals.).
 GR0785
 GR0785.The modeled gravity was interpolated from observed gravity values.
 GR0785
 GR0785;                    North         East    Units  Estimated Accuracy
 GR0785;SPC NV E     - 8,215,090.      284,750.      MT  (+/- 180 meters Scaled)
 GR0785
 GR0785                          SUPERSEDED SURVEY CONTROL
 GR0785
 GR0785  NGVD 29 (??/??/92)  537.771  (m)         1764.34   (f) ADJ UNCH    1 1
 GR0785
 GR0785.Superseded values are not recommended for survey control.
 GR0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0785.See file dsdata.txt to determine how the superseded data were derived.
 GR0785
 GR0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA113625(NAD 83)
 GR0785_MARKER: DB = BENCH MARK DISK
 GR0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0785_STAMPING: F 301 1941
 GR0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0785+STABILITY: SURFACE MOTION
 GR0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0785+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 GR0785
 GR0785  HISTORY     - Date     Condition        Report By
 GR0785  HISTORY     - 1941     MONUMENTED       CGS
 GR0785  HISTORY     - 1949     GOOD             NGS
 GR0785  HISTORY     - 1982     GOOD             NGS
 GR0785  HISTORY     - 20050719 GOOD             GEOCAC
 GR0785
 GR0785                          STATION DESCRIPTION
 GR0785
 GR0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0785'1.3 MI NW FROM MOAPA.
 GR0785'0.3 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0785'MOAPA, THENCE 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 93, 0.25 MILE
 GR0785'SOUTHEAST OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTHWEST TO
 GR0785'MOAPA RIVER INDIAN RESERVATION, 1 POLE SOUTHEAST OF A SMALL POWER LINE
 GR0785'CROSSING THE HIGHWAY, 134.0 FEET EAST OF THE CENTER OF THE NORTHEAST
 GR0785'END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 108 1/2 FEET
 GR0785'SOUTHWEST OF A POWER LINE POLE, 66.4 FEET NORTHEAST OF THE CENTER LINE
 GR0785'OF THE HIGHWAY, 2.8 FEET EAST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT
 GR0785'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GR0785'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR0785
 GR0785                          STATION RECOVERY (1982)
 GR0785
 GR0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0785'RECOVERED IN GOOD CONDITION.
 GR0785
 GR0785                          STATION RECOVERY (2005)
 GR0785
 GR0785'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GR0785'HANDHELD COORDINATES ARE N36-41-06.66 W114-38-07.14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0719 ***********************************************************************
 GR0719  DESIGNATION -  F 302
 GR0719  PID         -  GR0719
 GR0719  STATE/COUNTY-  NV/CLARK
 GR0719  USGS QUAD   -  MOAPA WEST (1983)
 GR0719
 GR0719                         *CURRENT SURVEY CONTROL
 GR0719  ___________________________________________________________________
 GR0719* NAD 83(1986)-  36 39 21.     (N)    114 38 32.     (W)     SCALED    
 GR0719* NAVD 88     -       492.940  (meters)    1617.25   (feet)  ADJUSTED  
 GR0719  ___________________________________________________________________
 GR0719  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 GR0719  DYNAMIC HT  -         492.456 (meters)    1615.67  (feet)  COMP
 GR0719  MODELED GRAV-     979,636.7   (mgal)                       NAVD 88
 GR0719
 GR0719  VERT ORDER  -  FIRST     CLASS I
 GR0719
 GR0719.The horizontal coordinates were scaled from a topographic map and have
 GR0719.an estimated accuracy of +/- 6 seconds.
 GR0719
 GR0719.The orthometric height was determined by differential leveling
 GR0719.and adjusted by the National Geodetic Survey in June 1991..
 GR0719
 GR0719.The geoid height was determined by GEOID03.
 GR0719
 GR0719.The dynamic height is computed by dividing the NAVD 88
 GR0719.geopotential number by the normal gravity value computed on the
 GR0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0719.degrees latitude (g = 980.6199 gals.).
 GR0719
 GR0719.The modeled gravity was interpolated from observed gravity values.
 GR0719
 GR0719;                    North         East    Units  Estimated Accuracy
 GR0719;SPC NV E     - 8,211,850.      284,140.      MT  (+/- 180 meters Scaled)
 GR0719
 GR0719                          SUPERSEDED SURVEY CONTROL
 GR0719
 GR0719  NGVD 29 (??/??/92)  492.259  (m)         1615.02   (f) ADJ UNCH    1 1
 GR0719
 GR0719.Superseded values are not recommended for survey control.
 GR0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0719.See file dsdata.txt to determine how the superseded data were derived.
 GR0719
 GR0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA107592(NAD 83)
 GR0719_MARKER: DB = BENCH MARK DISK
 GR0719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0719_SP_SET: ABUTMENT
 GR0719_STAMPING: F 302 1941
 GR0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0719
 GR0719  HISTORY     - Date     Condition        Report By
 GR0719  HISTORY     - 1941     MONUMENTED       CGS
 GR0719  HISTORY     - 1949     GOOD             NGS
 GR0719  HISTORY     - 1963     GOOD             NGS
 GR0719  HISTORY     - 1982     GOOD             NGS
 GR0719
 GR0719                          STATION DESCRIPTION
 GR0719
 GR0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0719'1.5 MI SW FROM MOAPA.
 GR0719'1.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0719'AT MOAPA, AT A STEEL AND CONCRETE BRIDGE OVER MUDDY CREEK, IN THE TOP
 GR0719'OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT, 6.7 FEET EAST OF THE
 GR0719'EAST RAIL, AND 1 FOOT ABOVE THE TOP OF THE RAIL.
 GR0719
 GR0719                          STATION RECOVERY (1963)
 GR0719
 GR0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0719'RECOVERED IN GOOD CONDITION.
 GR0719
 GR0719                          STATION RECOVERY (1982)
 GR0719
 GR0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0305 ***********************************************************************
 GR0305  DESIGNATION -  F 303
 GR0305  PID         -  GR0305
 GR0305  STATE/COUNTY-  NV/CLARK
 GR0305  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0305
 GR0305                         *CURRENT SURVEY CONTROL
 GR0305  ___________________________________________________________________
 GR0305* NAD 83(1986)-  36 05 43.     (N)    114 08 38.     (W)     SCALED    
 GR0305* NAVD 88     -       367.221  (meters)    1204.79   (feet)  POSTED    
 GR0305  ___________________________________________________________________
 GR0305  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 GR0305  DYNAMIC HT  -         366.860 (meters)    1203.61  (feet)  COMP
 GR0305  MODELED GRAV-     979,632.4   (mgal)                       NAVD 88
 GR0305
 GR0305  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0305
 GR0305.The horizontal coordinates were scaled from a topographic map and have
 GR0305.an estimated accuracy of +/- 6 seconds.
 GR0305
 GR0305.The orthometric height was determined by differential leveling
 GR0305.and adjusted by the National Geodetic Survey in 1992..
 GR0305.No vertical observational check was made to the station.
 GR0305.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0305.was located on a no-check spur therefore a value was not computed.
 GR0305
 GR0305.The geoid height was determined by GEOID03.
 GR0305
 GR0305.The dynamic height is computed by dividing the NAVD 88
 GR0305.geopotential number by the normal gravity value computed on the
 GR0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0305.degrees latitude (g = 980.6199 gals.).
 GR0305
 GR0305.The modeled gravity was interpolated from observed gravity values.
 GR0305
 GR0305;                    North         East    Units  Estimated Accuracy
 GR0305;SPC NV E     - 8,150,200.      329,620.      MT  (+/- 180 meters Scaled)
 GR0305
 GR0305                          SUPERSEDED SURVEY CONTROL
 GR0305
 GR0305  NGVD 29 (??/??/92)  366.505  (m)         1202.44   (f) ADJ UNCH    1 1
 GR0305
 GR0305.Superseded values are not recommended for survey control.
 GR0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0305.See file dsdata.txt to determine how the superseded data were derived.
 GR0305
 GR0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV571982(NAD 83)
 GR0305_MARKER: DB = BENCH MARK DISK
 GR0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0305_STAMPING: F 303 1940
 GR0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0305+STABILITY: SURFACE MOTION
 GR0305
 GR0305  HISTORY     - Date     Condition        Report By
 GR0305  HISTORY     - 1940     MONUMENTED       CGS
 GR0305  HISTORY     - 1950     GOOD             NGS
 GR0305
 GR0305                          STATION DESCRIPTION
 GR0305
 GR0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0305'4.8 MI S FROM LAKE SHORE MINE.
 GR0305'4.8 MILES SOUTH ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, ON THE
 GR0305'SHORE OF LAKE MEAD, 400 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GR0305'JUNCTION OF THE ROAD AND A DIM ROAD LEADING NORTH ALONG A WASH, 165
 GR0305'FEET WEST OF BENCH MARK E 303, 31 FEET SOUTH OF THE TOP OF THE SOUTH
 GR0305'BANK OF A WIDE DRY WASH WHICH ENTERS LAKE MEAD FROM THE WEST, 3.5 FEET
 GR0305'EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 GR0305'PROJECTING 1.0 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0190 ***********************************************************************
 HP0190  DESIGNATION -  F 304
 HP0190  PID         -  HP0190
 HP0190  STATE/COUNTY-  NV/LINCOLN
 HP0190  USGS QUAD   -  LOWER PAHRANAGAT LAKE NW (1969)
 HP0190
 HP0190                         *CURRENT SURVEY CONTROL
 HP0190  ___________________________________________________________________
 HP0190* NAD 83(1986)-  37 09 21.     (N)    115 07 48.     (W)     SCALED    
 HP0190* NAVD 88     -      1149.745  (meters)    3772.12   (feet)  ADJUSTED  
 HP0190  ___________________________________________________________________
 HP0190  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 HP0190  DYNAMIC HT  -        1148.524 (meters)    3768.12  (feet)  COMP
 HP0190  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 HP0190
 HP0190  VERT ORDER  -  SECOND    CLASS 0
 HP0190
 HP0190.The horizontal coordinates were scaled from a topographic map and have
 HP0190.an estimated accuracy of +/- 6 seconds.
 HP0190
 HP0190.The orthometric height was determined by differential leveling
 HP0190.and adjusted by the National Geodetic Survey in June 1991..
 HP0190
 HP0190.The geoid height was determined by GEOID03.
 HP0190
 HP0190.The dynamic height is computed by dividing the NAVD 88
 HP0190.geopotential number by the normal gravity value computed on the
 HP0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0190.degrees latitude (g = 980.6199 gals.).
 HP0190
 HP0190.The modeled gravity was interpolated from observed gravity values.
 HP0190
 HP0190;                    North         East    Units  Estimated Accuracy
 HP0190;SPC NV E     - 8,267,020.      240,270.      MT  (+/- 180 meters Scaled)
 HP0190
 HP0190                          SUPERSEDED SURVEY CONTROL
 HP0190
 HP0190  NGVD 29 (??/??/92) 1148.868  (m)         3769.24   (f) ADJ UNCH    2 0
 HP0190
 HP0190.Superseded values are not recommended for survey control.
 HP0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0190.See file dsdata.txt to determine how the superseded data were derived.
 HP0190
 HP0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB660137(NAD 83)
 HP0190_MARKER: DB = BENCH MARK DISK
 HP0190_SETTING: 80 = SET IN A BOULDER
 HP0190_STAMPING: F 304 1941
 HP0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0190+STABILITY: SURFACE MOTION
 HP0190
 HP0190  HISTORY     - Date     Condition        Report By
 HP0190  HISTORY     - 1941     MONUMENTED       CGS
 HP0190  HISTORY     - 1955     GOOD             NGS
 HP0190
 HP0190                          STATION DESCRIPTION
 HP0190
 HP0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0190'12.0 MI SE FROM ALAMO.
 HP0190'ABOUT 12.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0190'AT ALAMO, LINCOLN COUNTY, THENCE ABOUT 5.9 MILES SOUTH ALONG A ROAD
 HP0190'LEADING TO THE CROSSING OF U.S. HIGHWAY 95, ABOUT 105 FEET SOUTH OF
 HP0190'THE CROSSING OF AN ABANDONED ROAD, 48.0 FEET EAST OF THE CENTER LINE
 HP0190'OF THE MAIN ROAD, IN THE TOP OF A LARGE 5-FOOT BROWN BOULDER, AND
 HP0190'ABOUT 3.0 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED F 304 1941.
 HP0190
 HP0190                          STATION RECOVERY (1955)
 HP0190
 HP0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 HP0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0887 ***********************************************************************
 GR0887  DESIGNATION -  F 305
 GR0887  PID         -  GR0887
 GR0887  STATE/COUNTY-  NV/CLARK
 GR0887  USGS QUAD   -  BLACK HILLS NW (1973)
 GR0887
 GR0887                         *CURRENT SURVEY CONTROL
 GR0887  ___________________________________________________________________
 GR0887* NAD 83(1986)-  36 40 45.     (N)    115 29 14.     (W)     SCALED    
 GR0887* NAVD 88     -       970.954  (meters)    3185.54   (feet)  ADJUSTED  
 GR0887  ___________________________________________________________________
 GR0887  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 GR0887  DYNAMIC HT  -         969.924 (meters)    3182.16  (feet)  COMP
 GR0887  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 GR0887
 GR0887  VERT ORDER  -  SECOND    CLASS 0
 GR0887
 GR0887.The horizontal coordinates were scaled from a topographic map and have
 GR0887.an estimated accuracy of +/- 6 seconds.
 GR0887
 GR0887.The orthometric height was determined by differential leveling
 GR0887.and adjusted by the National Geodetic Survey in June 1991..
 GR0887
 GR0887.The geoid height was determined by GEOID03.
 GR0887
 GR0887.The dynamic height is computed by dividing the NAVD 88
 GR0887.geopotential number by the normal gravity value computed on the
 GR0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0887.degrees latitude (g = 980.6199 gals.).
 GR0887
 GR0887.The modeled gravity was interpolated from observed gravity values.
 GR0887
 GR0887;                    North         East    Units  Estimated Accuracy
 GR0887;SPC NV E     - 8,214,030.      208,590.      MT  (+/- 180 meters Scaled)
 GR0887
 GR0887                          SUPERSEDED SURVEY CONTROL
 GR0887
 GR0887  NGVD 29 (??/??/92)  970.156  (m)         3182.92   (f) ADJ UNCH    2 0
 GR0887
 GR0887.Superseded values are not recommended for survey control.
 GR0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0887.See file dsdata.txt to determine how the superseded data were derived.
 GR0887
 GR0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA351603(NAD 83)
 GR0887_MARKER: DB = BENCH MARK DISK
 GR0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0887_STAMPING: F 305 1941
 GR0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0887+STABILITY: SURFACE MOTION
 GR0887
 GR0887  HISTORY     - Date     Condition        Report By
 GR0887  HISTORY     - 1941     MONUMENTED       CGS
 GR0887  HISTORY     - 1973     GOOD             USGS
 GR0887
 GR0887                          STATION DESCRIPTION
 GR0887
 GR0887'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR0887'19.5 MI NE FROM INDIAN SPRINGS.
 GR0887'ABOUT 6.6 MI SE. ALONG U.S. HWY 95 FROM THE POST OFFICE AT INDIAN
 GR0887'SPRINGS TO RD. JCT. LEADING NE., THENCE 1.3 MI NE. TO JCT. OF TRACK
 GR0887'RD. ALONG NE. SIDE OF DISMANTLED RR., THENCE 1.0 MI ESE. ALONG TRACK
 GR0887'RD., THENCE 1.7 MI NE. ALONG TRACK RD. TO A LINE OF WRECKED VEHICLES
 GR0887'AT SW. EDGE OF DRY LAKE, THENCE 4.9 MI NNE. ACROSS COUNTRY ON DRY LAKE
 GR0887'BED TO AN ABANDONED TRACK RD. AT NW. EDGE OF DRY LAKE, THENCE 2.0 MI
 GR0887'NORTH ALONG ABANDONED TRACK RD. TO JCT. WITH BLADED GRAVEL RD., THENCE
 GR0887'2.0 MI NNE. ALONG BLADED GRAVEL RD., 40 FT EAST OF THE C/L OF THE RD.,
 GR0887'3.0 FT WEST OF A WHITE WOODEN POST STENCILED U.S.B.M. PROJECTING 2 FT
 GR0887'AND 1.0 FT ABOVE THE RD.  A STD. DISK, STAMPED F 305 1941, SET IN TOP
 GR0887'OF A CONC. POST PROJECTING 0.6 FT.  NOTE-- MARK LIES WITHIN THE
 GR0887'BOUNDARY OF NELLIS AIR FORCE RANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1367 ***********************************************************************
 KR1367  DESIGNATION -  F 306
 KR1367  PID         -  KR1367
 KR1367  STATE/COUNTY-  NV/WASHOE
 KR1367  USGS QUAD   -  VERDI (1982)
 KR1367
 KR1367                         *CURRENT SURVEY CONTROL
 KR1367  ___________________________________________________________________
 KR1367* NAD 83(1986)-  39 30 35.     (N)    119 52 47.     (W)     SCALED    
 KR1367* NAVD 88     -      1406.560  (meters)    4614.69   (feet)  ADJUSTED  
 KR1367  ___________________________________________________________________
 KR1367  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 KR1367  DYNAMIC HT  -        1405.254 (meters)    4610.40  (feet)  COMP
 KR1367  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 KR1367
 KR1367  VERT ORDER  -  FIRST     CLASS I
 KR1367
 KR1367.The horizontal coordinates were scaled from a topographic map and have
 KR1367.an estimated accuracy of +/- 6 seconds.
 KR1367
 KR1367.The orthometric height was determined by differential leveling
 KR1367.and adjusted by the National Geodetic Survey in June 1991..
 KR1367
 KR1367.The geoid height was determined by GEOID03.
 KR1367
 KR1367.The dynamic height is computed by dividing the NAVD 88
 KR1367.geopotential number by the normal gravity value computed on the
 KR1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1367.degrees latitude (g = 980.6199 gals.).
 KR1367
 KR1367.The modeled gravity was interpolated from observed gravity values.
 KR1367
 KR1367;                    North         East    Units  Estimated Accuracy
 KR1367;SPC NV W     - 4,528,990.      688,520.      MT  (+/- 180 meters Scaled)
 KR1367
 KR1367                          SUPERSEDED SURVEY CONTROL
 KR1367
 KR1367  NGVD 29 (??/??/92) 1405.444  (m)         4611.03   (f) ADJ UNCH    1 1
 KR1367
 KR1367.Superseded values are not recommended for survey control.
 KR1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1367.See file dsdata.txt to determine how the superseded data were derived.
 KR1367
 KR1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD524773(NAD 83)
 KR1367_MARKER: DB = BENCH MARK DISK
 KR1367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1367_SP_SET: PIPE CULVERT
 KR1367_STAMPING: F 306 1947
 KR1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1367
 KR1367  HISTORY     - Date     Condition        Report By
 KR1367  HISTORY     - 1947     MONUMENTED       CGS
 KR1367  HISTORY     - 1969     GOOD             NGS
 KR1367
 KR1367                          STATION DESCRIPTION
 KR1367
 KR1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1367'4.15 MI W FROM RENO.
 KR1367'4.15 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1367'STATION AT RENO, ABOUT 0.2 MILE EAST OF THE CROSSING OF A PRIVATE
 KR1367'ROAD, 3 1/4 POLES WEST OF MILEPOLE 239, 2 1/4 POLES WEST OF OVERHEAD
 KR1367'SIGNAL 2390, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD
 KR1367'WALL OF A CONCRETE PIPE CULVERT, 8.5 FEET SOUTH OF THE SOUTH RAIL OF
 KR1367'THE WESTBOUND TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  SEC 17,
 KR1367'T19N, R19E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1205 ***********************************************************************
 KR1205  DESIGNATION -  F 307
 KR1205  PID         -  KR1205
 KR1205  STATE/COUNTY-  NV/WASHOE
 KR1205  USGS QUAD   -  RENO (1982)
 KR1205
 KR1205                         *CURRENT SURVEY CONTROL
 KR1205  ___________________________________________________________________
 KR1205* NAD 83(1986)-  39 32 00.     (N)    119 49 30.     (W)     SCALED    
 KR1205* NAVD 88     -      1395.537  (meters)    4578.52   (feet)  ADJUSTED  
 KR1205  ___________________________________________________________________
 KR1205  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 KR1205  DYNAMIC HT  -        1394.264 (meters)    4574.35  (feet)  COMP
 KR1205  MODELED GRAV-     979,666.5   (mgal)                       NAVD 88
 KR1205
 KR1205  VERT ORDER  -  FIRST     CLASS II
 KR1205
 KR1205.The horizontal coordinates were scaled from a topographic map and have
 KR1205.an estimated accuracy of +/- 6 seconds.
 KR1205
 KR1205.The orthometric height was determined by differential leveling
 KR1205.and adjusted by the National Geodetic Survey in June 1991..
 KR1205
 KR1205.The geoid height was determined by GEOID03.
 KR1205
 KR1205.The dynamic height is computed by dividing the NAVD 88
 KR1205.geopotential number by the normal gravity value computed on the
 KR1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1205.degrees latitude (g = 980.6199 gals.).
 KR1205
 KR1205.The modeled gravity was interpolated from observed gravity values.
 KR1205
 KR1205;                    North         East    Units  Estimated Accuracy
 KR1205;SPC NV W     - 4,531,540.      693,260.      MT  (+/- 180 meters Scaled)
 KR1205
 KR1205                          SUPERSEDED SURVEY CONTROL
 KR1205
 KR1205  NGVD 29 (??/??/92) 1394.456  (m)         4574.98   (f) ADJ UNCH    1 2
 KR1205
 KR1205.Superseded values are not recommended for survey control.
 KR1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1205.See file dsdata.txt to determine how the superseded data were derived.
 KR1205
 KR1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD572797(NAD 83)
 KR1205_MARKER: DB = BENCH MARK DISK
 KR1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1205_STAMPING: F 307 1947
 KR1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1205+STABILITY: SURFACE MOTION
 KR1205
 KR1205  HISTORY     - Date     Condition        Report By
 KR1205  HISTORY     - 1947     MONUMENTED       CGS
 KR1205  HISTORY     - 20030906 MARK NOT FOUND   USPSQD
 KR1205
 KR1205                          STATION DESCRIPTION
 KR1205
 KR1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KR1205'IN RENO.
 KR1205'AT RENO, AT THE NORTHWEST CORNER OF WHITAKER PARK, AT THE SOUTHEAST
 KR1205'CORNER OF THE INTERSECTION OF WASHINGTON STREET AND UNIVERSITY
 KR1205'TERRACE, 25.8 FEET SOUTH OF THE SOUTH CURB OF UNIVERSITY TERRACE, 18.9
 KR1205'FEET EAST OF THE EAST CURB OF WASHINGTON STREET, 1.7 FEET EAST OF THE
 KR1205'EAST EDGE OF A NORTH-SOUTH CONCRETE SIDEWALK, 0.8 FOOT SOUTHWEST OF
 KR1205'THE SOUTHWEST EDGE OF A BRICK WALK LEADING SOUTHEAST TO THE CENTER OF
 KR1205'THE PARK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 KR1205'LEVEL.
 KR1205
 KR1205                          STATION RECOVERY (2003)
 KR1205
 KR1205'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 KR1205'BRICK WALK HAS BEEN PAVED OVER. STATION IS PROBABLY DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0112 ***********************************************************************
 KP0112  DESIGNATION -  F 31
 KP0112  PID         -  KP0112
 KP0112  STATE/COUNTY-  NV/WHITE PINE
 KP0112  USGS QUAD   -  MONTE NEVA HOT SPRINGS (1982)
 KP0112
 KP0112                         *CURRENT SURVEY CONTROL
 KP0112  ___________________________________________________________________
 KP0112* NAD 83(1986)-  39 41 02.     (N)    114 47 36.     (W)     SCALED    
 KP0112* NAVD 88     -      1812.967  (meters)    5948.04   (feet)  ADJUSTED  
 KP0112  ___________________________________________________________________
 KP0112  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 KP0112  DYNAMIC HT  -        1811.108 (meters)    5941.94  (feet)  COMP
 KP0112  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 KP0112
 KP0112  VERT ORDER  -  FIRST     CLASS II
 KP0112
 KP0112.The horizontal coordinates were scaled from a topographic map and have
 KP0112.an estimated accuracy of +/- 6 seconds.
 KP0112
 KP0112.The orthometric height was determined by differential leveling
 KP0112.and adjusted by the National Geodetic Survey in June 1991..
 KP0112
 KP0112.The geoid height was determined by GEOID03.
 KP0112
 KP0112.The dynamic height is computed by dividing the NAVD 88
 KP0112.geopotential number by the normal gravity value computed on the
 KP0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0112.degrees latitude (g = 980.6199 gals.).
 KP0112
 KP0112.The modeled gravity was interpolated from observed gravity values.
 KP0112
 KP0112;                    North         East    Units  Estimated Accuracy
 KP0112;SPC NV E     - 8,547,820.      267,770.      MT  (+/- 180 meters Scaled)
 KP0112
 KP0112                          SUPERSEDED SURVEY CONTROL
 KP0112
 KP0112  NGVD 29 (??/??/92) 1811.738  (m)         5944.01   (f) ADJ UNCH    1 2
 KP0112
 KP0112.Superseded values are not recommended for survey control.
 KP0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0112.See file dsdata.txt to determine how the superseded data were derived.
 KP0112
 KP0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD892950(NAD 83)
 KP0112_MARKER: DB = BENCH MARK DISK
 KP0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0112_STAMPING: 5944.010 F 31 1933
 KP0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0112+STABILITY: SURFACE MOTION
 KP0112
 KP0112  HISTORY     - Date     Condition        Report By
 KP0112  HISTORY     - 1933     MONUMENTED       CGS
 KP0112  HISTORY     - 1934     GOOD             NGS
 KP0112
 KP0112                          STATION DESCRIPTION
 KP0112
 KP0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0112'14.7 MI S FROM CHERRY CREEK.
 KP0112'ABOUT 14.7 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM THE
 KP0112'STATION AT CHERRY CREEK, WHITE PINE COUNTY, 13 FEET SOUTHEAST OF
 KP0112'MILEPOST 106, AND 41 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 KP0112'STANDARD DISK, STAMPED 5944.010 F 31 1933 AND SET IN THE TOP OF A
 KP0112'CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 KP0112
 KP0112                          STATION RECOVERY (1934)
 KP0112
 KP0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0510 ***********************************************************************
 JP0510  DESIGNATION -  F 31
 JP0510  PID         -  JP0510
 JP0510  STATE/COUNTY-  NV/LINCOLN
 JP0510  USGS QUAD   -  TWEEDY WASH (1972)
 JP0510
 JP0510                         *CURRENT SURVEY CONTROL
 JP0510  ___________________________________________________________________
 JP0510* NAD 83(1986)-  38 42 39.     (N)    114 04 50.     (W)     SCALED    
 JP0510* NAVD 88     -      1678.304  (meters)    5506.24   (feet)  POSTED    
 JP0510  ___________________________________________________________________
 JP0510  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 JP0510  DYNAMIC HT  -        1676.540 (meters)    5500.45  (feet)  COMP
 JP0510  MODELED GRAV-     979,518.9   (mgal)                       NAVD 88
 JP0510
 JP0510  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0510
 JP0510.The horizontal coordinates were scaled from a topographic map and have
 JP0510.an estimated accuracy of +/- 6 seconds.
 JP0510
 JP0510.The orthometric height was determined by differential leveling
 JP0510.and adjusted by the National Geodetic Survey in 1992..
 JP0510.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0510.rate of 0.0 thru 1.0 mm/km.
 JP0510
 JP0510.The geoid height was determined by GEOID03.
 JP0510
 JP0510.The dynamic height is computed by dividing the NAVD 88
 JP0510.geopotential number by the normal gravity value computed on the
 JP0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0510.degrees latitude (g = 980.6199 gals.).
 JP0510
 JP0510.The modeled gravity was interpolated from observed gravity values.
 JP0510
 JP0510;                    North         East    Units  Estimated Accuracy
 JP0510;SPC NV E     - 8,440,570.      330,700.      MT  (+/- 180 meters Scaled)
 JP0510
 JP0510                          SUPERSEDED SURVEY CONTROL
 JP0510
 JP0510.No superseded survey control is available for this station.
 JP0510
 JP0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC538887(NAD 83)
 JP0510_MARKER: DB = BENCH MARK DISK
 JP0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0510_SP_SET: CONCRETE POST
 JP0510_STAMPING: F 31 1946 5502
 JP0510_MARK LOGO: USGS  
 JP0510_PROJECTION: FLUSH
 JP0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0510+STABILITY: SURFACE MOTION
 JP0510
 JP0510  HISTORY     - Date     Condition        Report By
 JP0510  HISTORY     - 1946     MONUMENTED       USGS
 JP0510  HISTORY     - 1971     GOOD             USGS
 JP0510
 JP0510                          STATION DESCRIPTION
 JP0510
 JP0510'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0510'30.1 KM (18.70 MI) SOUTH FROM GARRISON.
 JP0510'AT BIG SPRINGS RANCH, NEVADA, FROM THE T-ROAD ENTERING THE RANCH,
 JP0510'PROCEED 3.2 MILES EAST ALONG THE OLD ROAD TO GARRISON, 25 FEET NORTH
 JP0510'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0167 ***********************************************************************
 HP0167  DESIGNATION -  F 312
 HP0167  PID         -  HP0167
 HP0167  STATE/COUNTY-  NV/LINCOLN
 HP0167  USGS QUAD   -  ALAMO SE (1980)
 HP0167
 HP0167                         *CURRENT SURVEY CONTROL
 HP0167  ___________________________________________________________________
 HP0167* NAD 83(1986)-  37 17 04.     (N)    115 07 07.     (W)     SCALED    
 HP0167* NAVD 88     -      1016.718  (meters)    3335.68   (feet)  ADJUSTED  
 HP0167  ___________________________________________________________________
 HP0167  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 HP0167  DYNAMIC HT  -        1015.650 (meters)    3332.18  (feet)  COMP
 HP0167  MODELED GRAV-     979,547.0   (mgal)                       NAVD 88
 HP0167
 HP0167  VERT ORDER  -  SECOND    CLASS 0
 HP0167
 HP0167.The horizontal coordinates were scaled from a topographic map and have
 HP0167.an estimated accuracy of +/- 6 seconds.
 HP0167
 HP0167.The orthometric height was determined by differential leveling
 HP0167.and adjusted by the National Geodetic Survey in June 1991..
 HP0167
 HP0167.The geoid height was determined by GEOID03.
 HP0167
 HP0167.The dynamic height is computed by dividing the NAVD 88
 HP0167.geopotential number by the normal gravity value computed on the
 HP0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0167.degrees latitude (g = 980.6199 gals.).
 HP0167
 HP0167.The modeled gravity was interpolated from observed gravity values.
 HP0167
 HP0167;                    North         East    Units  Estimated Accuracy
 HP0167;SPC NV E     - 8,281,290.      241,210.      MT  (+/- 180 meters Scaled)
 HP0167
 HP0167                          SUPERSEDED SURVEY CONTROL
 HP0167
 HP0167  NGVD 29 (??/??/92) 1015.850  (m)         3332.83   (f) ADJ UNCH    2 0
 HP0167
 HP0167.Superseded values are not recommended for survey control.
 HP0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0167.See file dsdata.txt to determine how the superseded data were derived.
 HP0167
 HP0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB667280(NAD 83)
 HP0167_MARKER: DB = BENCH MARK DISK
 HP0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HP0167_SP_SET: CULVERT
 HP0167_STAMPING: F 312 1941
 HP0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0167
 HP0167  HISTORY     - Date     Condition        Report By
 HP0167  HISTORY     - 1941     MONUMENTED       CGS
 HP0167
 HP0167                          STATION DESCRIPTION
 HP0167
 HP0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0167'6.7 MI SE FROM ALAMO.
 HP0167'ABOUT 6.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0167'AT ALAMO, LINCOLN COUNTY, OPPOSITE A BLACK ROCK CLIFF, AT A 4- BY
 HP0167'18-FOOT TWIN BOX CULVERT, IN THE TOP OF THE NORTHWEST END OF THE
 HP0167'NORTHEAST CONCRETE HEAD WALL, 16.0 FEET NORTHEAST OF THE CENTER LINE
 HP0167'OF THE HIGHWAY, AND ABOUT 0.5 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 HP0167'DISK, STAMPED F 312 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0863 ***********************************************************************
 GR0863  DESIGNATION -  F 313
 GR0863  PID         -  GR0863
 GR0863  STATE/COUNTY-  NV/LINCOLN
 GR0863  USGS QUAD   -  BURRO BASIN (1973)
 GR0863
 GR0863                         *CURRENT SURVEY CONTROL
 GR0863  ___________________________________________________________________
 GR0863* NAD 83(1986)-  36 54 55.     (N)    115 17 44.     (W)     SCALED    
 GR0863* NAVD 88     -      1117.488  (meters)    3666.29   (feet)  ADJUSTED  
 GR0863  ___________________________________________________________________
 GR0863  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 GR0863  DYNAMIC HT  -        1116.311 (meters)    3662.43  (feet)  COMP
 GR0863  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 GR0863
 GR0863  VERT ORDER  -  SECOND    CLASS 0
 GR0863
 GR0863.The horizontal coordinates were scaled from a topographic map and have
 GR0863.an estimated accuracy of +/- 6 seconds.
 GR0863
 GR0863.The orthometric height was determined by differential leveling
 GR0863.and adjusted by the National Geodetic Survey in June 1991..
 GR0863
 GR0863.The geoid height was determined by GEOID03.
 GR0863
 GR0863.The dynamic height is computed by dividing the NAVD 88
 GR0863.geopotential number by the normal gravity value computed on the
 GR0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0863.degrees latitude (g = 980.6199 gals.).
 GR0863
 GR0863.The modeled gravity was interpolated from observed gravity values.
 GR0863
 GR0863;                    North         East    Units  Estimated Accuracy
 GR0863;SPC NV E     - 8,240,270.      225,640.      MT  (+/- 180 meters Scaled)
 GR0863
 GR0863                          SUPERSEDED SURVEY CONTROL
 GR0863
 GR0863  NGVD 29 (??/??/92) 1116.649  (m)         3663.54   (f) ADJ UNCH    2 0
 GR0863
 GR0863.Superseded values are not recommended for survey control.
 GR0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0863.See file dsdata.txt to determine how the superseded data were derived.
 GR0863
 GR0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA518868(NAD 83)
 GR0863_MARKER: DB = BENCH MARK DISK
 GR0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0863_SP_SET: CONCRETE POST
 GR0863_STAMPING: F 313 1941
 GR0863_MARK LOGO: CGS   
 GR0863_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0863+STABILITY: SURFACE MOTION
 GR0863
 GR0863  HISTORY     - Date     Condition        Report By
 GR0863  HISTORY     - 1941     MONUMENTED       CGS
 GR0863  HISTORY     - 1973     GOOD             NGS
 GR0863  HISTORY     - 19930309 GOOD             LOCENG
 GR0863
 GR0863                          STATION DESCRIPTION
 GR0863
 GR0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GR0863'38.0 MI S FROM ALAMO.
 GR0863'ABOUT 12.0 MI SSE. ALONG U.S. HWY. 93 FROM THE POST OFFICE AT ALAMO,
 GR0863'THENCE ABOUT 16.6 MI SW. ALONG BLADED RD. TO THE JCT. OF AN ABANDONED
 GR0863'RD., THENCE ABOUT 8.6 MI SSW. ALONG ABANDONED RD. (RD. CLOSED BY THE
 GR0863'DESERT NATIONAL WILDLIFE RANGE AND LEADS ACROSS W. END OF DESERT LAKE
 GR0863'- DRY LAKE) TO Y-RD., THENCE 0.8 MI S. ALONG MAIN TRAVELLED RD.  39 FT
 GR0863'W. OF CENTERLINE OF RD.  3 FT E. OF A BLEACHED-OUT WOODEN WITNESS
 GR0863'POST.  A STD. USC AND GS DISK, STAMPED F 313 1941, SET IN THE TOP OF A
 GR0863'CONC. POST PROJECTING 0.5 FT.
 GR0863
 GR0863                          STATION RECOVERY (1993)
 GR0863
 GR0863'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 GR0863'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 GR0863'(3.3 FT) EAST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1063 ***********************************************************************
 GR1063  DESIGNATION -  F 314
 GR1063  PID         -  GR1063
 GR1063  STATE/COUNTY-  NV/CLARK
 GR1063  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1063
 GR1063                         *CURRENT SURVEY CONTROL
 GR1063  ___________________________________________________________________
 GR1063* NAD 83(1986)-  36 07 42.     (N)    115 10 46.     (W)     SCALED    
 GR1063* NAVD 88     -       643.16   (+/-2cm)    2110.1    (feet)  VERTCON   
 GR1063  ___________________________________________________________________
 GR1063  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GR1063
 GR1063  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1063
 GR1063.The horizontal coordinates were scaled from a topographic map and have
 GR1063.an estimated accuracy of +/- 6 seconds.
 GR1063
 GR1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1063.The vertical order pertains to the NGVD 29 superseded value.
 GR1063
 GR1063.The geoid height was determined by GEOID03.
 GR1063
 GR1063;                    North         East    Units  Estimated Accuracy
 GR1063;SPC NV E     - 8,152,980.      236,350.      MT  (+/- 180 meters Scaled)
 GR1063
 GR1063                          SUPERSEDED SURVEY CONTROL
 GR1063
 GR1063  NGVD 29 (??/??/92)  642.523  (m)         2108.01   (f) ADJ UNCH    1 2
 GR1063
 GR1063.Superseded values are not recommended for survey control.
 GR1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1063.See file dsdata.txt to determine how the superseded data were derived.
 GR1063
 GR1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV638997(NAD 83)
 GR1063_MARKER: DB = BENCH MARK DISK
 GR1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1063_STAMPING: F 314 1949
 GR1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1063+STABILITY: SURFACE MOTION
 GR1063
 GR1063  HISTORY     - Date     Condition        Report By
 GR1063  HISTORY     - 1949     MONUMENTED       CGS
 GR1063  HISTORY     - 1967     MARK NOT FOUND   USGS
 GR1063  HISTORY     - 1974     MARK NOT FOUND   USGS
 GR1063  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1063
 GR1063                          STATION DESCRIPTION
 GR1063
 GR1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GR1063'4.2 MI S FROM LAS VEGAS.
 GR1063'3.6 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1063'LAS VEGAS, THENCE 0.1 MILE WEST ALONG A COUNTY DIRT ROAD, THENCE 0.5
 GR1063'MILE NORTH ALONG A DIRT ROAD, 0.3 MILE SOUTHWEST OF B.M A 170, AT
 GR1063'VEGAS SKY CORRAL, 5.6 FEET NORTHEAST OF THE EAST CORNER OF THE OFFICE
 GR1063'BUILDING, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 GR1063'ABOVE THE GROUND.
 GR1063
 GR1063                          STATION RECOVERY (1967)
 GR1063
 GR1063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GR1063'MARK NOT FOUND.
 GR1063
 GR1063                          STATION RECOVERY (1974)
 GR1063
 GR1063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GR1063'MARK NOT FOUND.
 GR1063
 GR1063                          STATION RECOVERY (1996)
 GR1063
 GR1063'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0034 ***********************************************************************
 GR0034  DESIGNATION -  F 315
 GR0034  PID         -  GR0034
 GR0034  STATE/COUNTY-  NV/CLARK
 GR0034  USGS QUAD   -  OVERTON (1983)
 GR0034
 GR0034                         *CURRENT SURVEY CONTROL
 GR0034  ___________________________________________________________________
 GR0034* NAD 83(1986)-  36 32 37.     (N)    114 26 36.     (W)     SCALED    
 GR0034* NAVD 88     -       385.322  (meters)    1264.18   (feet)  POSTED    
 GR0034  ___________________________________________________________________
 GR0034  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 GR0034  DYNAMIC HT  -         384.950 (meters)    1262.96  (feet)  COMP
 GR0034  MODELED GRAV-     979,656.5   (mgal)                       NAVD 88
 GR0034
 GR0034  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0034
 GR0034.The horizontal coordinates were scaled from a topographic map and have
 GR0034.an estimated accuracy of +/- 6 seconds.
 GR0034
 GR0034.The orthometric height was determined by differential leveling
 GR0034.and adjusted by the National Geodetic Survey in 1992..
 GR0034.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0034.rate of 0.0 thru 1.0 mm/km.
 GR0034
 GR0034.The geoid height was determined by GEOID03.
 GR0034
 GR0034.The dynamic height is computed by dividing the NAVD 88
 GR0034.geopotential number by the normal gravity value computed on the
 GR0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0034.degrees latitude (g = 980.6199 gals.).
 GR0034
 GR0034.The modeled gravity was interpolated from observed gravity values.
 GR0034
 GR0034;                    North         East    Units  Estimated Accuracy
 GR0034;SPC NV E     - 8,199,590.      302,070.      MT  (+/- 180 meters Scaled)
 GR0034
 GR0034                          SUPERSEDED SURVEY CONTROL
 GR0034
 GR0034  NGVD 29 (??/??/92)  384.669  (m)         1262.03   (f) ADJ UNCH    1 1
 GR0034
 GR0034.Superseded values are not recommended for survey control.
 GR0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0034.See file dsdata.txt to determine how the superseded data were derived.
 GR0034
 GR0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA288472(NAD 83)
 GR0034_MARKER: DB = BENCH MARK DISK
 GR0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0034_SP_SET: FOUNDATION
 GR0034_STAMPING: F 315 1949
 GR0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0034
 GR0034  HISTORY     - Date     Condition        Report By
 GR0034  HISTORY     - 1949     MONUMENTED       CGS
 GR0034  HISTORY     - 1978     GOOD             USGS
 GR0034  HISTORY     - 19951007 MARK NOT FOUND   USPSQD
 GR0034
 GR0034                          STATION DESCRIPTION
 GR0034
 GR0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GR0034'IN OVERTON.
 GR0034'AT OVERTON, 0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH
 GR0034'SCHOOL, THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, AT THE CLARK
 GR0034'DAIRY, SET VERTICALLY IN THE NORTHWEST CORNER OF THE CONCRETE
 GR0034'FOUNDATION, 0.6 FOOT ABOVE THE GROUND, 6 FEET NORTH OF THE NORTH EDGE
 GR0034'OF THE WEST ENTRANCE, ABOUT 75 YARDS SOUTHEAST OF THE CENTER OF THE Y
 GR0034'JUNCTION OF A GRADED ROAD LEADING NORTH, 66.0 FEET EAST OF THE CENTER
 GR0034'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 GR0034
 GR0034                          STATION RECOVERY (1978)
 GR0034
 GR0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GR0034'OVERTON POST OFFICE, 0.15 MI N OF. AT THE ST. JOHNS ROMAN CATHOLIC
 GR0034'CHURCH. 65 FT E OF THE CENTERLINE OF THE HIGHWAY. 11 FT S OF THE NW
 GR0034'CORNER OF THE CHURCH. 1 FT NE OF THE E END OF THE NORTH STEP. SET
 GR0034'VERTICALLY 0.4 FT ABOVE GROUND. A STANDARD USC AND GS TABLET STAMPED
 GR0034'F 315 1949.
 GR0034
 GR0034                          STATION RECOVERY (1995)
 GR0034
 GR0034'RECOVERY NOTE BY US POWER SQUADRON 1995
 GR0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1137 ***********************************************************************
 KR1137  DESIGNATION -  F 316
 KR1137  PID         -  KR1137
 KR1137  STATE/COUNTY-  NV/WASHOE
 KR1137  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR1137
 KR1137                         *CURRENT SURVEY CONTROL
 KR1137  ___________________________________________________________________
 KR1137* NAD 83(1986)-  39 28 03.     (N)    119 46 16.     (W)     SCALED    
 KR1137* NAVD 88     -      1353.947  (meters)    4442.07   (feet)  ADJUSTED  
 KR1137  ___________________________________________________________________
 KR1137  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR1137  DYNAMIC HT  -        1352.715 (meters)    4438.03  (feet)  COMP
 KR1137  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 KR1137
 KR1137  VERT ORDER  -  FIRST     CLASS II
 KR1137
 KR1137.The horizontal coordinates were scaled from a topographic map and have
 KR1137.an estimated accuracy of +/- 6 seconds.
 KR1137
 KR1137.The orthometric height was determined by differential leveling
 KR1137.and adjusted by the National Geodetic Survey in June 1991..
 KR1137
 KR1137.The geoid height was determined by GEOID03.
 KR1137
 KR1137.The dynamic height is computed by dividing the NAVD 88
 KR1137.geopotential number by the normal gravity value computed on the
 KR1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1137.degrees latitude (g = 980.6199 gals.).
 KR1137
 KR1137.The modeled gravity was interpolated from observed gravity values.
 KR1137
 KR1137;                    North         East    Units  Estimated Accuracy
 KR1137;SPC NV W     - 4,524,170.      697,800.      MT  (+/- 180 meters Scaled)
 KR1137
 KR1137                          SUPERSEDED SURVEY CONTROL
 KR1137
 KR1137  NGVD 29 (??/??/92) 1352.876  (m)         4438.56   (f) ADJ UNCH    1 2
 KR1137
 KR1137.Superseded values are not recommended for survey control.
 KR1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1137.See file dsdata.txt to determine how the superseded data were derived.
 KR1137
 KR1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD616723(NAD 83)
 KR1137_MARKER: DB = BENCH MARK DISK
 KR1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1137_STAMPING: F 316 1951
 KR1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1137+STABILITY: SURFACE MOTION
 KR1137
 KR1137  HISTORY     - Date     Condition        Report By
 KR1137  HISTORY     - 1951     MONUMENTED       CGS
 KR1137  HISTORY     - 1967     GOOD             NGS
 KR1137
 KR1137                          STATION DESCRIPTION
 KR1137
 KR1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR1137'5.4 MI SE FROM RENO.
 KR1137'ABOUT 2.8 MILES SOUTHEAST ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE
 KR1137'IN RENO, THENCE 1.8 MILES SOUTHEAST ALONG PECKHAM LANE, THENCE 0.8
 KR1137'MILES SOUTHWEST ALONG LONGLEY LANE, ABOUT 1.0 MILES NORTH FROM THE
 KR1137'JUNCTION OF LONGLEY LANE AND U. S. HIGHWAY 395, ABOUT 200 FEET
 KR1137'SOUTHWEST OF THE CAPURRO RANCH HOUSE, 68.4 FEET EAST OF AND ACROSS THE
 KR1137'LANE FROM THE NORTHEAST CORNER OF A LARGE RED BARN, 27 FEET EAST OF
 KR1137'THE CENTER LINE OF THE LANE, 19 FEET SOUTHWEST OF A 42-INCH COTTONWOOD
 KR1137'TREE WHICH IS THE MOST SOUTHERN ONE OF A ROW, 3.3 FEET NORTH OF
 KR1137'TELEPHONE POLE NO. 12, 1.7 FEET WEST OF A FENCE, 2.2 FEET SOUTH OF A
 KR1137'WITNESS POST, ABOUT LEVEL WITH THE LANE, AND SET IN THE TOP OF A
 KR1137'CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
 KR1137
 KR1137                          STATION RECOVERY (1967)
 KR1137
 KR1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KR1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0250 ***********************************************************************
 LS0250  DESIGNATION -  F 317
 LS0250  PID         -  LS0250
 LS0250  STATE/COUNTY-  NV/PERSHING
 LS0250  USGS QUAD   -  WEST OF LOVELOCK (1987)
 LS0250
 LS0250                         *CURRENT SURVEY CONTROL
 LS0250  ___________________________________________________________________
 LS0250* NAD 83(1986)-  40 10 49.     (N)    118 30 09.     (W)     SCALED    
 LS0250* NAVD 88     -      1212.252  (meters)    3977.20   (feet)  ADJUSTED  
 LS0250  ___________________________________________________________________
 LS0250  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 LS0250  DYNAMIC HT  -        1211.286 (meters)    3974.03  (feet)  COMP
 LS0250  MODELED GRAV-     979,787.1   (mgal)                       NAVD 88
 LS0250
 LS0250  VERT ORDER  -  SECOND    CLASS 0
 LS0250
 LS0250.The horizontal coordinates were scaled from a topographic map and have
 LS0250.an estimated accuracy of +/- 6 seconds.
 LS0250
 LS0250.The orthometric height was determined by differential leveling
 LS0250.and adjusted by the National Geodetic Survey in June 1991..
 LS0250
 LS0250.The geoid height was determined by GEOID03.
 LS0250
 LS0250.The dynamic height is computed by dividing the NAVD 88
 LS0250.geopotential number by the normal gravity value computed on the
 LS0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0250.degrees latitude (g = 980.6199 gals.).
 LS0250
 LS0250.The modeled gravity was interpolated from observed gravity values.
 LS0250
 LS0250;                    North         East    Units  Estimated Accuracy
 LS0250;SPC NV W     - 4,602,630.      806,880.      MT  (+/- 180 meters Scaled)
 LS0250
 LS0250                          SUPERSEDED SURVEY CONTROL
 LS0250
 LS0250  NGVD 29 (??/??/92) 1211.314  (m)         3974.12   (f) ADJ UNCH    2 0
 LS0250
 LS0250.Superseded values are not recommended for survey control.
 LS0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0250.See file dsdata.txt to determine how the superseded data were derived.
 LS0250
 LS0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE720488(NAD 83)
 LS0250_MARKER: DB = BENCH MARK DISK
 LS0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0250_STAMPING: F 317 1951
 LS0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0250+STABILITY: SURFACE MOTION
 LS0250
 LS0250  HISTORY     - Date     Condition        Report By
 LS0250  HISTORY     - 1951     MONUMENTED       CGS
 LS0250  HISTORY     - 1983     MARK NOT FOUND   USGS
 LS0250
 LS0250                          STATION DESCRIPTION
 LS0250
 LS0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LS0250'1.5 MI W FROM LOVELOCK.
 LS0250'1.5 MILES WEST ALONG WESTERN STREET FROM THE COURTHOUSE IN LOVELOCK,
 LS0250'0.05 MILE EAST OF FARM BUILDINGS ON EACH SIDE OF THE ROAD, 98.5 FEET
 LS0250'WEST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT, 57.0
 LS0250'FEET EAST OF A LONE 22-INCH COTTONWOOD TREE, 27 1/2 FEET NORTH OF THE
 LS0250'CENTER LINE OF THE STREET, 18.6 FEET EAST OF THE EAST SIDE OF A
 LS0250'LOADING SCHUTE, 1.4 FEET SOUTH OF A FENCE LINE, 2.4 FEET WEST OF A
 LS0250'WITNESS POST, ABOUT ONE FOOT LOWER THAN THE ROAD, AND SET IN THE TOP
 LS0250'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LS0250
 LS0250                          STATION RECOVERY (1983)
 LS0250
 LS0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LS0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0027 ***********************************************************************
 MU0027  DESIGNATION -  F 318
 MU0027  PID         -  MU0027
 MU0027  STATE/COUNTY-  NV/ELKO
 MU0027  USGS QUAD   -  THE POINT (1971)
 MU0027
 MU0027                         *CURRENT SURVEY CONTROL
 MU0027  ___________________________________________________________________
 MU0027* NAD 83(1986)-  41 56 36.     (N)    116 11 09.     (W)     SCALED    
 MU0027* NAVD 88     -      1639.848  (meters)    5380.07   (feet)  ADJUSTED  
 MU0027  ___________________________________________________________________
 MU0027  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 MU0027  DYNAMIC HT  -        1638.666 (meters)    5376.19  (feet)  COMP
 MU0027  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 MU0027
 MU0027  VERT ORDER  -  SECOND    CLASS 0
 MU0027
 MU0027.The horizontal coordinates were scaled from a topographic map and have
 MU0027.an estimated accuracy of +/- 6 seconds.
 MU0027
 MU0027.The orthometric height was determined by differential leveling
 MU0027.and adjusted by the National Geodetic Survey in June 1991..
 MU0027
 MU0027.The geoid height was determined by GEOID03.
 MU0027
 MU0027.The dynamic height is computed by dividing the NAVD 88
 MU0027.geopotential number by the normal gravity value computed on the
 MU0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0027.degrees latitude (g = 980.6199 gals.).
 MU0027
 MU0027.The modeled gravity was interpolated from observed gravity values.
 MU0027
 MU0027;                    North         East    Units  Estimated Accuracy
 MU0027;SPC NV E     - 8,798,580.      150,040.      MT  (+/- 180 meters Scaled)
 MU0027
 MU0027                          SUPERSEDED SURVEY CONTROL
 MU0027
 MU0027  NGVD 29 (??/??/92) 1638.689  (m)         5376.27   (f) ADJ UNCH    2 0
 MU0027
 MU0027.Superseded values are not recommended for survey control.
 MU0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0027.See file dsdata.txt to determine how the superseded data were derived.
 MU0027
 MU0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG674438(NAD 83)
 MU0027_MARKER: DB = BENCH MARK DISK
 MU0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0027_STAMPING: F 318 1951
 MU0027_MARK LOGO: CGS   
 MU0027_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0027+STABILITY: SURFACE MOTION
 MU0027
 MU0027  HISTORY     - Date     Condition        Report By
 MU0027  HISTORY     - 1951     MONUMENTED       CGS
 MU0027  HISTORY     - 1956     GOOD             NGS
 MU0027  HISTORY     - 19810701 GOOD             NGS
 MU0027
 MU0027                          STATION DESCRIPTION
 MU0027
 MU0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MU0027'5.5 MI W FROM OWYHEE.
 MU0027'FROM THE GRADE SCHOOL IN OWYHEE, 0.5 MILES SOUTHEAST ALONG STATE
 MU0027'HIGHWAY 11, THENCE 3.0 MILES WEST ALONG STATE HIGHWAY 11, THENCE 2.0
 MU0027'MILES WEST ALONG A GRAVEL ROAD LEADING WEST TO THE OWYHEE AIRPORT, AT
 MU0027'THE ENTRANCE TO THE OWYHEE AIRPORT, AT A CATTLE GUARD, 50 FEET NORTH
 MU0027'OF THE CENTER LINE OF THE ROAD, 31.2 FEET NORTH OF THE NORTHEAST
 MU0027'CORNER OF THE CATTLE GUARD, 2.8 FEET NORTH OF A STATE HIGHWAY
 MU0027'BOUNDARY, 1.4 FEET EAST OF A FENCE LINE, 1.8 FEET WEST OF A WITNESS
 MU0027'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MU0027'PROJECTING 0.4 FEET ABOVE THE GROUND.
 MU0027
 MU0027                          STATION RECOVERY (1956)
 MU0027
 MU0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 MU0027'RECOVERED IN GOOD CONDITION.
 MU0027
 MU0027                          STATION RECOVERY (1981)
 MU0027
 MU0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 MU0027'THE AZIMUTH MARK (BM F 318) WAS FOUND AND RECOVERED IN GOOD CONDITION.
 MU0027'F 318 IS A STANDARD CGS BENCH MARK DISK STAMPED--F 318 1951--, SET
 MU0027'INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 MU0027'PROJECTING 6 INCHES ABOVE THE GROUND LOCATED 38 FT (11.6 M) N FROM THE
 MU0027'NORTH END OF A CATTLE GUARD, 3 FT (0.9 M) N FROM THE NORTH FENCE LINE,
 MU0027'2 FT (0.6 M) W FROM A WHITE WITNESS POST, AND 2 FT (0.6 M) E FROM A
 MU0027'NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0580 ***********************************************************************
 MT0580  DESIGNATION -  F 319
 MT0580  PID         -  MT0580
 MT0580  STATE/COUNTY-  NV/ELKO
 MT0580  USGS QUAD   -  MERRITT MOUNTAIN (1986)
 MT0580
 MT0580                         *CURRENT SURVEY CONTROL
 MT0580  ___________________________________________________________________
 MT0580* NAD 83(1986)-  41 47 51.     (N)    115 51 03.     (W)     SCALED    
 MT0580* NAVD 88     -      1863.173  (meters)    6112.76   (feet)  ADJUSTED  
 MT0580  ___________________________________________________________________
 MT0580  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 MT0580  DYNAMIC HT  -        1861.691 (meters)    6107.90  (feet)  COMP
 MT0580  MODELED GRAV-     979,761.2   (mgal)                       NAVD 88
 MT0580
 MT0580  VERT ORDER  -  SECOND    CLASS 0
 MT0580
 MT0580.The horizontal coordinates were scaled from a topographic map and have
 MT0580.an estimated accuracy of +/- 6 seconds.
 MT0580
 MT0580.The orthometric height was determined by differential leveling
 MT0580.and adjusted by the National Geodetic Survey in June 1991..
 MT0580
 MT0580.The geoid height was determined by GEOID03.
 MT0580
 MT0580.The dynamic height is computed by dividing the NAVD 88
 MT0580.geopotential number by the normal gravity value computed on the
 MT0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0580.degrees latitude (g = 980.6199 gals.).
 MT0580
 MT0580.The modeled gravity was interpolated from observed gravity values.
 MT0580
 MT0580;                    North         East    Units  Estimated Accuracy
 MT0580;SPC NV E     - 8,782,240.      177,770.      MT  (+/- 180 meters Scaled)
 MT0580
 MT0580                          SUPERSEDED SURVEY CONTROL
 MT0580
 MT0580  NGVD 29 (??/??/92) 1861.914  (m)         6108.63   (f) ADJ UNCH    2 0
 MT0580
 MT0580.Superseded values are not recommended for survey control.
 MT0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0580.See file dsdata.txt to determine how the superseded data were derived.
 MT0580
 MT0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG954279(NAD 83)
 MT0580_MARKER: DB = BENCH MARK DISK
 MT0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0580_STAMPING: F 319 1951
 MT0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0580+STABILITY: SURFACE MOTION
 MT0580
 MT0580  HISTORY     - Date     Condition        Report By
 MT0580  HISTORY     - 1951     MONUMENTED       CGS
 MT0580
 MT0580                          STATION DESCRIPTION
 MT0580
 MT0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0580'8.5 MI E FROM MOUNTAIN CITY.
 MT0580'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0580'MOUNTAIN CITY, THENCE 7.5 MILES EAST ALONG A GRAVEL ROAD, AT THE
 MT0580'BOTTOM OF A GRADE AT ALLEGHENY CREEK, NEAR THE WEST END OF A SMALL
 MT0580'CLEARING, 26 FEET NORTHWEST OF THE NORTHWEST EDGE OF ALLEGHENY CREEK,
 MT0580'23 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST OF
 MT0580'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MT0580'CONCRETE POST PROJECTING 0.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0791 ***********************************************************************
 KR0791  DESIGNATION -  F 321
 KR0791  PID         -  KR0791
 KR0791  STATE/COUNTY-  NV/CHURCHILL
 KR0791  USGS QUAD   -  LAHONTAN DAM (1985)
 KR0791
 KR0791                         *CURRENT SURVEY CONTROL
 KR0791  ___________________________________________________________________
 KR0791* NAD 83(1986)-  39 28 30.     (N)    119 03 46.     (W)     SCALED    
 KR0791* NAVD 88     -      1276.74   (+/-2cm)    4188.8    (feet)  VERTCON   
 KR0791  ___________________________________________________________________
 KR0791  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 KR0791
 KR0791  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0791
 KR0791.The horizontal coordinates were scaled from a topographic map and have
 KR0791.an estimated accuracy of +/- 6 seconds.
 KR0791
 KR0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0791.The vertical order pertains to the NGVD 29 superseded value.
 KR0791
 KR0791.The geoid height was determined by GEOID03.
 KR0791
 KR0791;                    North         East    Units  Estimated Accuracy
 KR0791;SPC NV W     - 4,524,440.      758,750.      MT  (+/- 180 meters Scaled)
 KR0791
 KR0791                          SUPERSEDED SURVEY CONTROL
 KR0791
 KR0791  NGVD 29 (??/??/92) 1275.783  (m)         4185.63   (f) ADJ UNCH    2 0
 KR0791
 KR0791.Superseded values are not recommended for survey control.
 KR0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0791.See file dsdata.txt to determine how the superseded data were derived.
 KR0791
 KR0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD225715(NAD 83)
 KR0791_MARKER: DB = BENCH MARK DISK
 KR0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0791_SP_SET: CULVERT
 KR0791_STAMPING: F 321 1951
 KR0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0791
 KR0791  HISTORY     - Date     Condition        Report By
 KR0791  HISTORY     - 1951     MONUMENTED       CGS
 KR0791
 KR0791                          STATION DESCRIPTION
 KR0791
 KR0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0791'6.8 MI S FROM HAZEN.
 KR0791'6.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0791'STATION IN HAZEN, 102 FEET SOUTHEAST OF THE SECOND POLE SOUTH OF
 KR0791'MILEPOLE NO. 295, 10 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK,
 KR0791'AND SET IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF BRIDGE NO.
 KR0791'295.05.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0399 ***********************************************************************
 MT0399  DESIGNATION -  F 322
 MT0399  PID         -  MT0399
 MT0399  STATE/COUNTY-  NV/ELKO
 MT0399  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0399
 MT0399                         *CURRENT SURVEY CONTROL
 MT0399  ___________________________________________________________________
 MT0399* NAD 83(1986)-  41 58 09.     (N)    115 27 18.     (W)     SCALED    
 MT0399* NAVD 88     -      1916.047  (meters)    6286.23   (feet)  ADJUSTED  
 MT0399  ___________________________________________________________________
 MT0399  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 MT0399  DYNAMIC HT  -        1914.548 (meters)    6281.31  (feet)  COMP
 MT0399  MODELED GRAV-     979,771.1   (mgal)                       NAVD 88
 MT0399
 MT0399  VERT ORDER  -  SECOND    CLASS 0
 MT0399
 MT0399.The horizontal coordinates were scaled from a topographic map and have
 MT0399.an estimated accuracy of +/- 6 seconds.
 MT0399
 MT0399.The orthometric height was determined by differential leveling
 MT0399.and adjusted by the National Geodetic Survey in June 1991..
 MT0399
 MT0399.The geoid height was determined by GEOID03.
 MT0399
 MT0399.The dynamic height is computed by dividing the NAVD 88
 MT0399.geopotential number by the normal gravity value computed on the
 MT0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0399.degrees latitude (g = 980.6199 gals.).
 MT0399
 MT0399.The modeled gravity was interpolated from observed gravity values.
 MT0399
 MT0399;                    North         East    Units  Estimated Accuracy
 MT0399;SPC NV E     - 8,801,280.      210,640.      MT  (+/- 180 meters Scaled)
 MT0399
 MT0399                          SUPERSEDED SURVEY CONTROL
 MT0399
 MT0399  NGVD 29 (??/??/92) 1914.822  (m)         6282.21   (f) ADJ UNCH    2 0
 MT0399
 MT0399.Superseded values are not recommended for survey control.
 MT0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0399.See file dsdata.txt to determine how the superseded data were derived.
 MT0399
 MT0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG280475(NAD 83)
 MT0399_MARKER: DB = BENCH MARK DISK
 MT0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0399_STAMPING: F 322 1951
 MT0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0399+STABILITY: SURFACE MOTION
 MT0399
 MT0399  HISTORY     - Date     Condition        Report By
 MT0399  HISTORY     - 1951     MONUMENTED       CGS
 MT0399
 MT0399                          STATION DESCRIPTION
 MT0399
 MT0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0399'14.3 MI NW FROM JARBIDGE.
 MT0399'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0399'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0399'THENCE 4.1 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0399'CREEK RANGER STATION, ABOUT 0.1 MILE EAST OF A PROMINENT ROCK RIDGE
 MT0399'WITH A THICK GROWTH OF SMALL COTTONWOOD TREES AT THE EAST BASE, 0.7
 MT0399'MILES EAST OF A T JUNCTION OF A PORTION OF AN ABANDONED ROAD LEADING
 MT0399'SOUTHEAST, 219 FEET SOUTH AND ACROSS THE ROAD FROM SEC. COR. (GLO), 29
 MT0399'FEET WEST OF THE CENTER LINE OF THE ROAD, 2.1 FEET EAST OF A WITNESS
 MT0399'POST, ABOUT ONE FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 MT0399'CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0847 ***********************************************************************
 JR0847  DESIGNATION -  F 323
 JR0847  PID         -  JR0847
 JR0847  STATE/COUNTY-  NV/DOUGLAS
 JR0847  USGS QUAD   -  GARDNERVILLE (1982)
 JR0847
 JR0847                         *CURRENT SURVEY CONTROL
 JR0847  ___________________________________________________________________
 JR0847* NAD 83(1986)-  38 55 04.     (N)    119 43 06.     (W)     SCALED    
 JR0847* NAVD 88     -      1469.98   (+/-2cm)    4822.8    (feet)  VERTCON   
 JR0847  ___________________________________________________________________
 JR0847  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 JR0847
 JR0847  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0847
 JR0847.The horizontal coordinates were scaled from a topographic map and have
 JR0847.an estimated accuracy of +/- 6 seconds.
 JR0847
 JR0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0847.The vertical order pertains to the NGVD 29 superseded value.
 JR0847
 JR0847.The geoid height was determined by GEOID03.
 JR0847
 JR0847;                    North         East    Units  Estimated Accuracy
 JR0847;SPC NV W     - 4,463,080.      701,570.      MT  (+/- 180 meters Scaled)
 JR0847
 JR0847                          SUPERSEDED SURVEY CONTROL
 JR0847
 JR0847  NGVD 29 (??/??/92) 1468.853  (m)         4819.06   (f) ADJ UNCH    2 0
 JR0847
 JR0847.Superseded values are not recommended for survey control.
 JR0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0847.See file dsdata.txt to determine how the superseded data were derived.
 JR0847
 JR0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD643111(NAD 83)
 JR0847_MARKER: DB = BENCH MARK DISK
 JR0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0847_SP_SET: CULVERT
 JR0847_STAMPING: F 323 1951
 JR0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0847
 JR0847  HISTORY     - Date     Condition        Report By
 JR0847  HISTORY     - 1951     MONUMENTED       CGS
 JR0847
 JR0847                          STATION DESCRIPTION
 JR0847
 JR0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JR0847'2.6 MI SE FROM GARDNERVILLE.
 JR0847'ABOUT 2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE
 JR0847'DOUGLAS COUNTY HIGH SCHOOL, ABOUT 80 YARDS SOUTHEAST OF A RANCH
 JR0847'HOUSE, SET ON TOP AND AT THE NORTHWEST END OF A DOUBLE 7 1/2-FOOT
 JR0847'CONCRETE BOX TYPE CULVERT AT A LARGE IRRIGATION CANAL, 27.2 FEET
 JR0847'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND SET ABOUT
 JR0847'1/2-FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0006 ***********************************************************************
 MT0006  DESIGNATION -  F 323
 MT0006  PID         -  MT0006
 MT0006  STATE/COUNTY-  NV/ELKO
 MT0006  USGS QUAD   -  GOLLAHER MOUNTAIN (1989)
 MT0006
 MT0006                         *CURRENT SURVEY CONTROL
 MT0006  ___________________________________________________________________
 MT0006* NAD 83(1986)-  41 59 10.     (N)    114 25 48.     (W)     SCALED    
 MT0006* NAVD 88     -      1756.780  (meters)    5763.70   (feet)  ADJUSTED  
 MT0006  ___________________________________________________________________
 MT0006  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 MT0006  DYNAMIC HT  -        1755.488 (meters)    5759.46  (feet)  COMP
 MT0006  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 MT0006
 MT0006  VERT ORDER  -  SECOND    CLASS 0
 MT0006
 MT0006.The horizontal coordinates were scaled from a topographic map and have
 MT0006.an estimated accuracy of +/- 6 seconds.
 MT0006
 MT0006.The orthometric height was determined by differential leveling
 MT0006.and adjusted by the National Geodetic Survey in June 1991..
 MT0006
 MT0006.The geoid height was determined by GEOID03.
 MT0006
 MT0006.The dynamic height is computed by dividing the NAVD 88
 MT0006.geopotential number by the normal gravity value computed on the
 MT0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0006.degrees latitude (g = 980.6199 gals.).
 MT0006
 MT0006.The modeled gravity was interpolated from observed gravity values.
 MT0006
 MT0006;                    North         East    Units  Estimated Accuracy
 MT0006;SPC NV E     - 8,803,800.      295,570.      MT  (+/- 180 meters Scaled)
 MT0006
 MT0006                          SUPERSEDED SURVEY CONTROL
 MT0006
 MT0006  NGVD 29 (??/??/92) 1755.638  (m)         5759.96   (f) ADJ UNCH    2 0
 MT0006
 MT0006.Superseded values are not recommended for survey control.
 MT0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0006.See file dsdata.txt to determine how the superseded data were derived.
 MT0006
 MT0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG128514(NAD 83)
 MT0006_MARKER: DB = BENCH MARK DISK
 MT0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0006_STAMPING: F 323 1951
 MT0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0006+STABILITY: SURFACE MOTION
 MT0006
 MT0006  HISTORY     - Date     Condition        Report By
 MT0006  HISTORY     - 1951     MONUMENTED       CGS
 MT0006
 MT0006                          STATION DESCRIPTION
 MT0006
 MT0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0006'17.6 MI NE FROM SAN JACINTO.
 MT0006'17.6 MILES NORTHEAST, AT A POINT WHERE A SMALL STREAM CROSSES THE
 MT0006'ROAD, AT THE WEST END OF A SMALL CLEARING AND A SALT LICK, 72 1/2 FEET
 MT0006'NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE STREAM AND ROAD, 32
 MT0006'1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.1 FEET WEST OF A
 MT0006'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP
 MT0006'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0543 ***********************************************************************
 JR0543  DESIGNATION -  F 323 RESET
 JR0543  PID         -  JR0543
 JR0543  STATE/COUNTY-  NV/DOUGLAS
 JR0543  USGS QUAD   -  GARDNERVILLE (1982)
 JR0543
 JR0543                         *CURRENT SURVEY CONTROL
 JR0543  ___________________________________________________________________
 JR0543* NAD 83(1986)-  38 55 04.     (N)    119 43 06.     (W)     SCALED    
 JR0543* NAVD 88     -      1469.49   (+/-2cm)    4821.2    (feet)  VERTCON   
 JR0543  ___________________________________________________________________
 JR0543  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 JR0543
 JR0543  VERT ORDER  -  THIRD (See Below)
 JR0543
 JR0543.The horizontal coordinates were scaled from a topographic map and have
 JR0543.an estimated accuracy of +/- 6 seconds.
 JR0543
 JR0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0543.The vertical order pertains to the NGVD 29 superseded value.
 JR0543
 JR0543.The geoid height was determined by GEOID03.
 JR0543
 JR0543;                    North         East    Units  Estimated Accuracy
 JR0543;SPC NV W     - 4,463,080.      701,570.      MT  (+/- 180 meters Scaled)
 JR0543
 JR0543                          SUPERSEDED SURVEY CONTROL
 JR0543
 JR0543  NGVD 29 (??/??/??) 1468.36   (m)         4817.4    (f) RESET       3  
 JR0543
 JR0543.Superseded values are not recommended for survey control.
 JR0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0543.See file dsdata.txt to determine how the superseded data were derived.
 JR0543
 JR0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD643111(NAD 83)
 JR0543_MARKER: DB = BENCH MARK DISK
 JR0543_SETTING: 0 = UNSPECIFIED SETTING
 JR0543_STAMPING: F 323 RESET 1969
 JR0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0543
 JR0543  HISTORY     - Date     Condition        Report By
 JR0543  HISTORY     - 1969     MONUMENTED       CGS
 JR0543  HISTORY     - 1970     GOOD             NGS
 JR0543
 JR0543                          STATION DESCRIPTION
 JR0543
 JR0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JR0543'2.6 MI SE FROM GARDNERVILLE.
 JR0543'ABOUT 2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE
 JR0543'DOUGLAS COUNTY HIGH SCHOOL.  IN BETWEEN THE NORTHWEST END OF
 JR0543'AN 8 FT X 5 FT CONCRETE BOX TYPE CULVERT AT A LARGE IRRIGATION
 JR0543'CANAL (49.0 FEET NORTHWEST) TOWARD SOUTHWEST END OF A 10 FT X
 JR0543'4 FT CONCRETE BOX TYPE CULVERT IN ANOTHER CANAL, 39.5 FEET
 JR0543'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.5 FT EAST OF THE
 JR0543'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0470 ***********************************************************************
 JR0470  DESIGNATION -  F 324
 JR0470  PID         -  JR0470
 JR0470  STATE/COUNTY-  NV/DOUGLAS
 JR0470  USGS QUAD   -  MINDEN (1982)
 JR0470
 JR0470                         *CURRENT SURVEY CONTROL
 JR0470  ___________________________________________________________________
 JR0470* NAD 83(1986)-  38 53 43.     (N)    119 49 11.     (W)     SCALED    
 JR0470* NAVD 88     -      1463.98   (+/-2cm)    4803.1    (feet)  VERTCON   
 JR0470  ___________________________________________________________________
 JR0470  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 JR0470
 JR0470  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0470
 JR0470.The horizontal coordinates were scaled from a topographic map and have
 JR0470.an estimated accuracy of +/- 6 seconds.
 JR0470
 JR0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0470.The vertical order pertains to the NGVD 29 superseded value.
 JR0470
 JR0470.The geoid height was determined by GEOID03.
 JR0470
 JR0470;                    North         East    Units  Estimated Accuracy
 JR0470;SPC NV W     - 4,460,700.      692,750.      MT  (+/- 180 meters Scaled)
 JR0470
 JR0470                          SUPERSEDED SURVEY CONTROL
 JR0470
 JR0470  NGVD 29 (??/??/92) 1462.783  (m)         4799.15   (f) ADJ UNCH    2 0
 JR0470
 JR0470.Superseded values are not recommended for survey control.
 JR0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0470.See file dsdata.txt to determine how the superseded data were derived.
 JR0470
 JR0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD554089(NAD 83)
 JR0470_MARKER: DD = SURVEY DISK
 JR0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0470_STAMPING: F 324
 JR0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0470+STABILITY: SURFACE MOTION
 JR0470
 JR0470  HISTORY     - Date     Condition        Report By
 JR0470  HISTORY     - UNK      MONUMENTED       NVDH
 JR0470  HISTORY     - 1951     GOOD             NGS
 JR0470  HISTORY     - 1967     MARK NOT FOUND
 JR0470
 JR0470                          STATION DESCRIPTION
 JR0470
 JR0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0470'5.7 MI N FROM FREDERICKSBURG.
 JR0470'ABOUT 5.7 MILES NORTH ALONG A COUNTY ROAD AND FOOTHILL ROAD
 JR0470'FROM THE SCHOOLHOUSE AT FREDERICKSBURG, CALIFORNIA, ABOUT 0.4
 JR0470'MILES NORTH OF A Y JUNCTION OF THE OLD VALLEY ROAD LEADING
 JR0470'NORTH AND FOOTHILL ROAD, ABOUT 200 YARDS SOUTHWEST OF A RANCH
 JR0470'HOUSE, 0.1 MILES SOUTH OF A FARM ROAD LEADING SOUTHEAST, 84
 JR0470'FEET SOUTH OF A TELEPHONE POLE, 40 FEET NORTHEAST OF THE CENTER
 JR0470'LINE OF THE ROAD, 3.4 FEET SOUTH OF A HIGHWAY RIGHT OF WAY POST,
 JR0470'ONE FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JR0470'POST FLUSH WITH THE GROUND.
 JR0470
 JR0470                          STATION RECOVERY (1967)
 JR0470
 JR0470'RECOVERED 1967
 JR0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0609 ***********************************************************************
 MT0609  DESIGNATION -  F 326
 MT0609  PID         -  MT0609
 MT0609  STATE/COUNTY-  NV/ELKO
 MT0609  USGS QUAD   -  BIG TABLE (1986)
 MT0609
 MT0609                         *CURRENT SURVEY CONTROL
 MT0609  ___________________________________________________________________
 MT0609* NAD 83(1986)-  41 52 59.     (N)    115 41 08.     (W)     SCALED    
 MT0609* NAVD 88     -      1595.900  (meters)    5235.88   (feet)  ADJUSTED  
 MT0609  ___________________________________________________________________
 MT0609  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 MT0609  DYNAMIC HT  -        1594.725 (meters)    5232.03  (feet)  COMP
 MT0609  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 MT0609
 MT0609  VERT ORDER  -  SECOND    CLASS 0
 MT0609
 MT0609.The horizontal coordinates were scaled from a topographic map and have
 MT0609.an estimated accuracy of +/- 6 seconds.
 MT0609
 MT0609.The orthometric height was determined by differential leveling
 MT0609.and adjusted by the National Geodetic Survey in June 1991..
 MT0609
 MT0609.The geoid height was determined by GEOID03.
 MT0609
 MT0609.The dynamic height is computed by dividing the NAVD 88
 MT0609.geopotential number by the normal gravity value computed on the
 MT0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0609.degrees latitude (g = 980.6199 gals.).
 MT0609
 MT0609.The modeled gravity was interpolated from observed gravity values.
 MT0609
 MT0609;                    North         East    Units  Estimated Accuracy
 MT0609;SPC NV E     - 8,791,720.      191,520.      MT  (+/- 180 meters Scaled)
 MT0609
 MT0609                          SUPERSEDED SURVEY CONTROL
 MT0609
 MT0609  NGVD 29 (??/??/92) 1594.723  (m)         5232.02   (f) ADJ UNCH    2 0
 MT0609
 MT0609.Superseded values are not recommended for survey control.
 MT0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0609.See file dsdata.txt to determine how the superseded data were derived.
 MT0609
 MT0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG090376(NAD 83)
 MT0609_MARKER: DB = BENCH MARK DISK
 MT0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0609_STAMPING: F 326 1951
 MT0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0609+STABILITY: SURFACE MOTION
 MT0609
 MT0609  HISTORY     - Date     Condition        Report By
 MT0609  HISTORY     - 1951     MONUMENTED       CGS
 MT0609
 MT0609                          STATION DESCRIPTION
 MT0609
 MT0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0609'27.1 MI NE FROM MOUNTAIN CITY.
 MT0609'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0609'MOUNTAIN CITY, THENCE 15.0 MILES EAST ALONG A GRAVEL ROAD, THENCE 2.6
 MT0609'MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 8.5 MILES NORTHEAST ALONG A
 MT0609'GRAVEL ROAD, 0.15 MILES SOUTHWEST OF A SPRING FLOWING FROM THE
 MT0609'NORTHWEST BANK OF THE ROAD, ABOUT 30 FEET NORTHWEST OF A THICK GROWTH
 MT0609'OF COTTONWOOD AND CEDAR TREES, AT THE NORTHEAST BASE OF A HILL, 16.0
 MT0609'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTHEAST OF A
 MT0609'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MT0609'CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0030 ***********************************************************************
 MT0030  DESIGNATION -  F 327
 MT0030  PID         -  MT0030
 MT0030  STATE/COUNTY-  NV/ELKO
 MT0030  USGS QUAD   -  FIVEMILE GULCH (1989)
 MT0030
 MT0030                         *CURRENT SURVEY CONTROL
 MT0030  ___________________________________________________________________
 MT0030* NAD 83(1986)-  41 54 45.     (N)    114 11 51.     (W)     SCALED    
 MT0030* NAVD 88     -      1666.331  (meters)    5466.95   (feet)  ADJUSTED  
 MT0030  ___________________________________________________________________
 MT0030  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 MT0030  DYNAMIC HT  -        1665.104 (meters)    5462.93  (feet)  COMP
 MT0030  MODELED GRAV-     979,827.1   (mgal)                       NAVD 88
 MT0030
 MT0030  VERT ORDER  -  SECOND    CLASS 0
 MT0030
 MT0030.The horizontal coordinates were scaled from a topographic map and have
 MT0030.an estimated accuracy of +/- 6 seconds.
 MT0030
 MT0030.The orthometric height was determined by differential leveling
 MT0030.and adjusted by the National Geodetic Survey in June 1991..
 MT0030
 MT0030.The geoid height was determined by GEOID03.
 MT0030
 MT0030.The dynamic height is computed by dividing the NAVD 88
 MT0030.geopotential number by the normal gravity value computed on the
 MT0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0030.degrees latitude (g = 980.6199 gals.).
 MT0030
 MT0030.The modeled gravity was interpolated from observed gravity values.
 MT0030
 MT0030;                    North         East    Units  Estimated Accuracy
 MT0030;SPC NV E     - 8,795,910.      314,960.      MT  (+/- 180 meters Scaled)
 MT0030
 MT0030                          SUPERSEDED SURVEY CONTROL
 MT0030
 MT0030  NGVD 29 (??/??/92) 1665.208  (m)         5463.27   (f) ADJ UNCH    2 0
 MT0030
 MT0030.Superseded values are not recommended for survey control.
 MT0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0030.See file dsdata.txt to determine how the superseded data were derived.
 MT0030
 MT0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG324438(NAD 83)
 MT0030_MARKER: DB = BENCH MARK DISK
 MT0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0030_STAMPING: F 327 1951
 MT0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0030+STABILITY: SURFACE MOTION
 MT0030
 MT0030  HISTORY     - Date     Condition        Report By
 MT0030  HISTORY     - 1951     MONUMENTED       CGS
 MT0030
 MT0030                          STATION DESCRIPTION
 MT0030
 MT0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0030'31.7 MI NW FROM GROUSE CREEK.
 MT0030'3.4 MILES NORTH, 15.6 MILES NORTHWEST, 2.5 MILES NORTHWEST, 10.2 MILES
 MT0030'SOUTHWEST, 0.9 MILE NORTHEAST OF THE RANCHO GRANDE RANCH, 0.45 MILE
 MT0030'NORTHEAST OF THE Y JUNCTION OF A TRACK ROAD LEADING NORTH AND ANOTHER
 MT0030'TRACK ROAD LEADING SOUTHWEST, 0.1 MILE SOUTHWEST OF THE Y JUNCTION OF
 MT0030'A TRACK ROAD LEADING NORTH, AT THE SUMMIT OF A GRADE, 43 1/2 FEET
 MT0030'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 17 FEET SOUTHWEST OF A 5
 MT0030'INCH JUNIPER TREE, 2.7 FEET NORTH OF A WITNESS POST AND ABOUT LEVEL
 MT0030'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 MT0030'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0059 ***********************************************************************
 JP0059  DESIGNATION -  F 33
 JP0059  PID         -  JP0059
 JP0059  STATE/COUNTY-  NV/NYE
 JP0059  USGS QUAD   -  WHITE PINE PEAK (1990)
 JP0059
 JP0059                         *CURRENT SURVEY CONTROL
 JP0059  ___________________________________________________________________
 JP0059* NAD 83(1986)-  38 45 55.     (N)    115 26 02.     (W)     SCALED    
 JP0059* NAVD 88     -      1682.889  (meters)    5521.28   (feet)  ADJUSTED  
 JP0059  ___________________________________________________________________
 JP0059  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 JP0059  DYNAMIC HT  -        1681.144 (meters)    5515.55  (feet)  COMP
 JP0059  MODELED GRAV-     979,531.6   (mgal)                       NAVD 88
 JP0059
 JP0059  VERT ORDER  -  FIRST     CLASS II
 JP0059
 JP0059.The horizontal coordinates were scaled from a topographic map and have
 JP0059.an estimated accuracy of +/- 6 seconds.
 JP0059
 JP0059.The orthometric height was determined by differential leveling
 JP0059.and adjusted by the National Geodetic Survey in June 1991..
 JP0059
 JP0059.The geoid height was determined by GEOID03.
 JP0059
 JP0059.The dynamic height is computed by dividing the NAVD 88
 JP0059.geopotential number by the normal gravity value computed on the
 JP0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0059.degrees latitude (g = 980.6199 gals.).
 JP0059
 JP0059.The modeled gravity was interpolated from observed gravity values.
 JP0059
 JP0059;                    North         East    Units  Estimated Accuracy
 JP0059;SPC NV C     - 6,446,270.      607,130.      MT  (+/- 180 meters Scaled)
 JP0059
 JP0059                          SUPERSEDED SURVEY CONTROL
 JP0059
 JP0059  NGVD 29 (??/??/92) 1681.745  (m)         5517.53   (f) ADJ UNCH    1 2
 JP0059
 JP0059.Superseded values are not recommended for survey control.
 JP0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0059.See file dsdata.txt to determine how the superseded data were derived.
 JP0059
 JP0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC360918(NAD 83)
 JP0059_MARKER: DB = BENCH MARK DISK
 JP0059_SETTING: 66 = SET IN ROCK OUTCROP
 JP0059_SP_SET: LIMESTONE
 JP0059_STAMPING: 5517.525 F 33 1933
 JP0059_MARK LOGO: CGS   
 JP0059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0059+STABILITY: POSITION/ELEVATION WELL
 JP0059
 JP0059  HISTORY     - Date     Condition        Report By
 JP0059  HISTORY     - 1933     MONUMENTED       CGS
 JP0059  HISTORY     - 1934     GOOD             NGS
 JP0059  HISTORY     - 1984     GOOD             NGS
 JP0059
 JP0059                          STATION DESCRIPTION
 JP0059
 JP0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JP0059'2.9 MI NE FROM CURRANT.
 JP0059'ABOUT 2.9 MILES NORTHEAST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JP0059'CURRANT, NYE COUNTY, 27 FEET NORTHWEST OF THE CENTER LINE OF THE
 JP0059'HIGHWAY, AND IN THE TOP OF A LIMESTONE OUTCROP.  A STANDARD DISK,
 JP0059'STAMPED 5517.525 F 33 1933.
 JP0059
 JP0059                          STATION RECOVERY (1934)
 JP0059
 JP0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JP0059'RECOVERED IN GOOD CONDITION.
 JP0059
 JP0059                          STATION RECOVERY (1984)
 JP0059
 JP0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JP0059'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JP0059'4.3 KM (2.7 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0059'STATE HIGHWAY 379 AT CURRANT, IN TOP OF AND 3.0 METERS (10 FT) NORTH
 JP0059'OF THE SOUTH END OF A 20 BY 30 FOOT LIMESTONE OUTCROP PROJECTING 1
 JP0059'FOOT ABOVE THE SURFACE OF THE GROUND, 0.4 KM (0.25 MI) SOUTHWEST OF
 JP0059'MILEPOST 121, AT THE SOUTH END OF A CURVE AND 9.1 METERS (30 FT) WEST
 JP0059'OF THE HIGHWAY CENTERLINE.
 JP0059'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 JP0059'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0229 ***********************************************************************
 HP0229  DESIGNATION -  F 330
 HP0229  PID         -  HP0229
 HP0229  STATE/COUNTY-  NV/NYE
 HP0229  USGS QUAD   -  JANGLE RIDGE (1986)
 HP0229
 HP0229                         *CURRENT SURVEY CONTROL
 HP0229  ___________________________________________________________________
 HP0229* NAD 83(1986)-  37 13 17.     (N)    115 57 06.     (W)     SCALED    
 HP0229* NAVD 88     -      1399.008  (meters)    4589.91   (feet)  ADJUSTED  
 HP0229  ___________________________________________________________________
 HP0229  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 HP0229  DYNAMIC HT  -        1397.460 (meters)    4584.83  (feet)  COMP
 HP0229  MODELED GRAV-     979,475.3   (mgal)                       NAVD 88
 HP0229
 HP0229  VERT ORDER  -  SECOND    CLASS 0
 HP0229
 HP0229.The horizontal coordinates were scaled from a topographic map and have
 HP0229.an estimated accuracy of +/- 6 seconds.
 HP0229
 HP0229.The orthometric height was determined by differential leveling
 HP0229.and adjusted by the National Geodetic Survey in June 1991..
 HP0229
 HP0229.The geoid height was determined by GEOID03.
 HP0229
 HP0229.The dynamic height is computed by dividing the NAVD 88
 HP0229.geopotential number by the normal gravity value computed on the
 HP0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0229.degrees latitude (g = 980.6199 gals.).
 HP0229
 HP0229.The modeled gravity was interpolated from observed gravity values.
 HP0229
 HP0229;                    North         East    Units  Estimated Accuracy
 HP0229;SPC NV C     - 6,274,430.      563,450.      MT  (+/- 180 meters Scaled)
 HP0229
 HP0229                          SUPERSEDED SURVEY CONTROL
 HP0229
 HP0229  NGVD 29 (??/??/92) 1398.045  (m)         4586.75   (f) ADJ UNCH    2 0
 HP0229
 HP0229.Superseded values are not recommended for survey control.
 HP0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0229.See file dsdata.txt to determine how the superseded data were derived.
 HP0229
 HP0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB930199(NAD 83)
 HP0229_MARKER: DB = BENCH MARK DISK
 HP0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0229_STAMPING: F 330 1952
 HP0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0229+STABILITY: SURFACE MOTION
 HP0229
 HP0229  HISTORY     - Date     Condition        Report By
 HP0229  HISTORY     - 1952     MONUMENTED       CGS
 HP0229
 HP0229                          STATION DESCRIPTION
 HP0229
 HP0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HP0229'10.0 MI SW FROM GROOM LAKE.
 HP0229'2.3 MILES SOUTH ALONG THE WEST EDGE OF GROOM LAKE FROM A POINT AT THE
 HP0229'NORTH END OF THE LAKE WHERE A SANDY TRACK ROAD LEADS NORTHWEST, THENCE
 HP0229'7.7 MILES SOUTHWEST ALONG A TRACK ROAD, 68.5 FEET NORTHWEST OF THE
 HP0229'CENTER LINE OF A NORTHEAST AND SOUTHWEST TRACK ROAD, 44 FEET SOUTHEAST
 HP0229'OF THE CENTER LINE OF A TRACK ROAD LEADING NORTH, 4 FEET SOUTHWEST OF
 HP0229'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 HP0229'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0486 ***********************************************************************
 HQ0486  DESIGNATION -  F 331
 HQ0486  PID         -  HQ0486
 HQ0486  STATE/COUNTY-  NV/NYE
 HQ0486  USGS QUAD   -  TOLICHA PEAK (1986)
 HQ0486
 HQ0486                         *CURRENT SURVEY CONTROL
 HQ0486  ___________________________________________________________________
 HQ0486* NAD 83(1986)-  37 19 19.     (N)    116 47 08.     (W)     SCALED    
 HQ0486* NAVD 88     -      1703.509  (meters)    5588.93   (feet)  ADJUSTED  
 HQ0486  ___________________________________________________________________
 HQ0486  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 HQ0486  DYNAMIC HT  -        1701.546 (meters)    5582.49  (feet)  COMP
 HQ0486  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 HQ0486
 HQ0486  VERT ORDER  -  SECOND    CLASS 0
 HQ0486
 HQ0486.The horizontal coordinates were scaled from a topographic map and have
 HQ0486.an estimated accuracy of +/- 6 seconds.
 HQ0486
 HQ0486.The orthometric height was determined by differential leveling
 HQ0486.and adjusted by the National Geodetic Survey in June 1991..
 HQ0486
 HQ0486.The geoid height was determined by GEOID03.
 HQ0486
 HQ0486.The dynamic height is computed by dividing the NAVD 88
 HQ0486.geopotential number by the normal gravity value computed on the
 HQ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0486.degrees latitude (g = 980.6199 gals.).
 HQ0486
 HQ0486.The modeled gravity was interpolated from observed gravity values.
 HQ0486
 HQ0486;                    North         East    Units  Estimated Accuracy
 HQ0486;SPC NV C     - 6,285,360.      489,460.      MT  (+/- 180 meters Scaled)
 HQ0486
 HQ0486                          SUPERSEDED SURVEY CONTROL
 HQ0486
 HQ0486.No superseded survey control is available for this station.
 HQ0486
 HQ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB190306(NAD 83)
 HQ0486_MARKER: DB = BENCH MARK DISK
 HQ0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0486_STAMPING: F 331 1952
 HQ0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0486+STABILITY: SURFACE MOTION
 HQ0486
 HQ0486  HISTORY     - Date     Condition        Report By
 HQ0486  HISTORY     - 1952     MONUMENTED       CGS
 HQ0486  HISTORY     - 1984     MARK NOT FOUND   USGS
 HQ0486
 HQ0486                          STATION DESCRIPTION
 HQ0486
 HQ0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0486'33.3 MI N FROM BEATTY.
 HQ0486'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0486'AT BEATTY, THENCE 12.75 MILES NORTH ALONG A WINDING TRACK ROAD,
 HQ0486'THENCE 0.15 MILE NORTHWEST ALONG A TRACK ROAD, THENCE 0.75
 HQ0486'MILE NORTHEAST ALONG A TRACK ROAD, THENCE 1.0 MILE NORTH ALONG
 HQ0486'A TRACK ROAD, IN AN OPEN FLAT, 37.8 FEET EAST OF THE CENTER
 HQ0486'LINE OF A TRACK ROAD, 2.9 FEET WEST OF A WITNESS POST, SET IN THE
 HQ0486'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 HQ0486
 HQ0486                          STATION RECOVERY (1984)
 HQ0486
 HQ0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0256 ***********************************************************************
 HQ0256  DESIGNATION -  F 332
 HQ0256  PID         -  HQ0256
 HQ0256  STATE/COUNTY-  NV/NYE
 HQ0256  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0256
 HQ0256                         *CURRENT SURVEY CONTROL
 HQ0256  ___________________________________________________________________
 HQ0256* NAD 83(1986)-  37 38 32.     (N)    116 40 39.     (W)     SCALED    
 HQ0256* NAVD 88     -      1665.022  (meters)    5462.66   (feet)  ADJUSTED  
 HQ0256  ___________________________________________________________________
 HQ0256  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 HQ0256  DYNAMIC HT  -        1663.115 (meters)    5456.40  (feet)  COMP
 HQ0256  MODELED GRAV-     979,426.5   (mgal)                       NAVD 88
 HQ0256
 HQ0256  VERT ORDER  -  SECOND    CLASS 0
 HQ0256
 HQ0256.The horizontal coordinates were scaled from a topographic map and have
 HQ0256.an estimated accuracy of +/- 6 seconds.
 HQ0256
 HQ0256.The orthometric height was determined by differential leveling
 HQ0256.and adjusted by the National Geodetic Survey in June 1991..
 HQ0256
 HQ0256.The geoid height was determined by GEOID03.
 HQ0256
 HQ0256.The dynamic height is computed by dividing the NAVD 88
 HQ0256.geopotential number by the normal gravity value computed on the
 HQ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0256.degrees latitude (g = 980.6199 gals.).
 HQ0256
 HQ0256.The modeled gravity was interpolated from observed gravity values.
 HQ0256
 HQ0256;                    North         East    Units  Estimated Accuracy
 HQ0256;SPC NV C     - 6,320,900.      499,040.      MT  (+/- 180 meters Scaled)
 HQ0256
 HQ0256                          SUPERSEDED SURVEY CONTROL
 HQ0256
 HQ0256.No superseded survey control is available for this station.
 HQ0256
 HQ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB284661(NAD 83)
 HQ0256_MARKER: DB = BENCH MARK DISK
 HQ0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0256_STAMPING: F 332 1952
 HQ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0256+STABILITY: SURFACE MOTION
 HQ0256
 HQ0256  HISTORY     - Date     Condition        Report By
 HQ0256  HISTORY     - 1952     MONUMENTED       CGS
 HQ0256  HISTORY     - 1984     GOOD             USGS
 HQ0256
 HQ0256                          STATION DESCRIPTION
 HQ0256
 HQ0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0256'50.3 MI SE FROM TONOPAH.
 HQ0256'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 HQ0256'AT TONOPAH, THENCE 21.1 MILES SOUTHEAST ALONG AN OILED ROAD,
 HQ0256'THENCE 8.5 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 8.7 MILES
 HQ0256'SOUTH ALONG A TRACK ROAD, AT A TRACK ROAD INTERSECTION, 70 FEET
 HQ0256'NORTHEAST OF THE NORTHEAST EDGE OF A LARGE PIT, 45 FEET NORTHWEST
 HQ0256'OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTHWEST, 43 FEET
 HQ0256'SOUTHWEST OF THE CENTER LINE OF A NORTH AND SOUTH TRACK ROAD,
 HQ0256'2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0256'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 HQ0256
 HQ0256                          STATION RECOVERY (1984)
 HQ0256
 HQ0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0256'17 MILES SOUTH OF TONOPAH GATE TTR, FROM TONOPAH GATE OF TONOPAH TEST
 HQ0256'RANGE: SOUTH 13.4 MILES ALONG THE MAIN PAVED ROAD TO A T-ROAD EAST.
 HQ0256'TURN EAST (LEFT) ONTO A GRADED ROAD 1.9 MILES TO A TRACK ROAD AT THE
 HQ0256'EDGE OF A DRY LAKE. TURN SOUTH (RIGHT) 4.1 MILES TO A TRACK ROAD
 HQ0256'INTERSECTION: 7 FEET NORTH AND 45 FEET WEST OF THE CENTER OF THE
 HQ0256'INTERSECTION. STANDARD TABLET SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0098 ***********************************************************************
 GS0098  DESIGNATION -  F 333
 GS0098  PID         -  GS0098
 GS0098  STATE/COUNTY-  NV/NYE
 GS0098  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0098
 GS0098                         *CURRENT SURVEY CONTROL
 GS0098  ___________________________________________________________________
 GS0098* NAD 83(1986)-  36 40 41.     (N)    116 22 55.     (W)     SCALED    
 GS0098* NAVD 88     -       849.398  (meters)    2786.73   (feet)  ADJUSTED  
 GS0098  ___________________________________________________________________
 GS0098  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GS0098  DYNAMIC HT  -         848.527 (meters)    2783.88  (feet)  COMP
 GS0098  MODELED GRAV-     979,578.0   (mgal)                       NAVD 88
 GS0098
 GS0098  VERT ORDER  -  SECOND    CLASS 0
 GS0098
 GS0098.The horizontal coordinates were scaled from a topographic map and have
 GS0098.an estimated accuracy of +/- 6 seconds.
 GS0098
 GS0098.The orthometric height was determined by differential leveling
 GS0098.and adjusted by the National Geodetic Survey in June 1991..
 GS0098
 GS0098.The geoid height was determined by GEOID03.
 GS0098
 GS0098.The dynamic height is computed by dividing the NAVD 88
 GS0098.geopotential number by the normal gravity value computed on the
 GS0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0098.degrees latitude (g = 980.6199 gals.).
 GS0098
 GS0098.The modeled gravity was interpolated from observed gravity values.
 GS0098
 GS0098;                    North         East    Units  Estimated Accuracy
 GS0098;SPC NV C     - 6,213,940.      525,450.      MT  (+/- 180 meters Scaled)
 GS0098
 GS0098                          SUPERSEDED SURVEY CONTROL
 GS0098
 GS0098  NGVD 29 (??/??/??)  848.567  (m)         2784.01   (f) ADJUSTED    2 0
 GS0098
 GS0098.Superseded values are not recommended for survey control.
 GS0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0098.See file dsdata.txt to determine how the superseded data were derived.
 GS0098
 GS0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA552593(NAD 83)
 GS0098_MARKER: DB = BENCH MARK DISK
 GS0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0098_STAMPING: F 333 1952
 GS0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0098+STABILITY: SURFACE MOTION
 GS0098
 GS0098  HISTORY     - Date     Condition        Report By
 GS0098  HISTORY     - 1952     MONUMENTED       CGS
 GS0098
 GS0098                          STATION DESCRIPTION
 GS0098
 GS0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0098'2.7 MI N FROM LATHROP WELLS.
 GS0098'0.1 MILE WEST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF ITS
 GS0098'Y JUNCTION WITH STATE HIGHWAY 29 AT LATHROP WELLS, THENCE 2.6
 GS0098'MILES NORTH ALONG A TRACK ROAD, 14 FEET EAST OF THE CENTER LINE
 GS0098'OF A TRACK ROAD, 2.2 FEET NORTH OF A WITNESS POST, SET IN THE
 GS0098'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0443 ***********************************************************************
 HQ0443  DESIGNATION -  F 334
 HQ0443  PID         -  HQ0443
 HQ0443  STATE/COUNTY-  NV/NYE
 HQ0443  USGS QUAD   -  TIPPIPAH SPRING (1986)
 HQ0443
 HQ0443                         *CURRENT SURVEY CONTROL
 HQ0443  ___________________________________________________________________
 HQ0443* NAD 83(1986)-  37 04 16.     (N)    116 08 57.     (W)     SCALED    
 HQ0443* NAVD 88     -      1389.233  (meters)    4557.84   (feet)  ADJUSTED  
 HQ0443  ___________________________________________________________________
 HQ0443  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 HQ0443  DYNAMIC HT  -        1387.708 (meters)    4552.84  (feet)  COMP
 HQ0443  MODELED GRAV-     979,484.6   (mgal)                       NAVD 88
 HQ0443
 HQ0443  VERT ORDER  -  SECOND    CLASS 0
 HQ0443
 HQ0443.The horizontal coordinates were scaled from a topographic map and have
 HQ0443.an estimated accuracy of +/- 6 seconds.
 HQ0443
 HQ0443.The orthometric height was determined by differential leveling
 HQ0443.and adjusted by the National Geodetic Survey in June 1991..
 HQ0443
 HQ0443.The geoid height was determined by GEOID03.
 HQ0443
 HQ0443.The dynamic height is computed by dividing the NAVD 88
 HQ0443.geopotential number by the normal gravity value computed on the
 HQ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0443.degrees latitude (g = 980.6199 gals.).
 HQ0443
 HQ0443.The modeled gravity was interpolated from observed gravity values.
 HQ0443
 HQ0443;                    North         East    Units  Estimated Accuracy
 HQ0443;SPC NV C     - 6,257,640.      546,020.      MT  (+/- 180 meters Scaled)
 HQ0443
 HQ0443                          SUPERSEDED SURVEY CONTROL
 HQ0443
 HQ0443  NGVD 29 (??/??/92) 1388.291  (m)         4554.75   (f) ADJ UNCH    2 0
 HQ0443
 HQ0443.Superseded values are not recommended for survey control.
 HQ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0443.See file dsdata.txt to determine how the superseded data were derived.
 HQ0443
 HQ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB756031(NAD 83)
 HQ0443_MARKER: DB = BENCH MARK DISK
 HQ0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0443_STAMPING: F 334 1952
 HQ0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0443+STABILITY: SURFACE MOTION
 HQ0443
 HQ0443  HISTORY     - Date     Condition        Report By
 HQ0443  HISTORY     - 1952     MONUMENTED       CGS
 HQ0443  HISTORY     - 1984     GOOD             USGS
 HQ0443
 HQ0443                          STATION DESCRIPTION
 HQ0443
 HQ0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0443'4.1 MI NE FROM TIPPIPAH SPRINGS.
 HQ0443'4.1 MILES NORTHEAST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0443'AT TIPPIPAH SPRINGS, 64 FEET NORTH OF THE CENTER LINE OF THE
 HQ0443'ROAD, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 HQ0443'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HQ0443
 HQ0443                          STATION RECOVERY (1984)
 HQ0443
 HQ0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0443'RANCH IMPROVEMENTS AT TIPPIPAH SPRINGS, 4.1 MILES NORTHEAST OF YUCCA
 HQ0443'PASS, 11.05 MILES MILES NORTH-NORTHWEST OF, 1.65 MILE WEST OF THE
 HQ0443'JCT. OF TIPPIPAH HWY AND PAHUTE MES A ROAD ALONG THE PAHUTE MESA ROAD
 HQ0443'TO T-RD NORTH, THENCE 0.2 MILE NORTH TO A DRAIN, 4.1 MILES NORTHEAST
 HQ0443'OF TIPPIPAH SPRINGS, 65 FT. NORTH OF DRAIN, 3 FT. SOUTH OF A WITNESS
 HQ0443'POST, A STANDARD DISK SET IN TOP OF A CONCRETE POST PROJECTING 0.5
 HQ0443'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0140 ***********************************************************************
 GS0140  DESIGNATION -  F 335
 GS0140  PID         -  GS0140
 GS0140  STATE/COUNTY-  NV/NYE
 GS0140  USGS QUAD   -  MINE MOUNTAIN (1986)
 GS0140
 GS0140                         *CURRENT SURVEY CONTROL
 GS0140  ___________________________________________________________________
 GS0140* NAD 83(1986)-  36 53 48.     (N)    116 11 50.     (W)     SCALED    
 GS0140* NAVD 88     -      1470.089  (meters)    4823.12   (feet)  ADJUSTED  
 GS0140  ___________________________________________________________________
 GS0140  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 GS0140  DYNAMIC HT  -        1468.417 (meters)    4817.63  (feet)  COMP
 GS0140  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 GS0140
 GS0140  VERT ORDER  -  SECOND    CLASS 0
 GS0140
 GS0140.The horizontal coordinates were scaled from a topographic map and have
 GS0140.an estimated accuracy of +/- 6 seconds.
 GS0140
 GS0140.The orthometric height was determined by differential leveling
 GS0140.and adjusted by the National Geodetic Survey in June 1991..
 GS0140
 GS0140.The geoid height was determined by GEOID03.
 GS0140
 GS0140.The dynamic height is computed by dividing the NAVD 88
 GS0140.geopotential number by the normal gravity value computed on the
 GS0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0140.degrees latitude (g = 980.6199 gals.).
 GS0140
 GS0140.The modeled gravity was interpolated from observed gravity values.
 GS0140
 GS0140;                    North         East    Units  Estimated Accuracy
 GS0140;SPC NV C     - 6,238,260.      541,840.      MT  (+/- 180 meters Scaled)
 GS0140
 GS0140                          SUPERSEDED SURVEY CONTROL
 GS0140
 GS0140  NGVD 29 (??/??/??) 1469.108  (m)         4819.90   (f) ADJUSTED    2 0
 GS0140
 GS0140.Superseded values are not recommended for survey control.
 GS0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0140.See file dsdata.txt to determine how the superseded data were derived.
 GS0140
 GS0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA715837(NAD 83)
 GS0140_MARKER: DB = BENCH MARK DISK
 GS0140_SETTING: 80 = SET IN A BOULDER
 GS0140_SP_SET: BOULDER
 GS0140_STAMPING: F 335 1952
 GS0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0140+STABILITY: SURFACE MOTION
 GS0140
 GS0140  HISTORY     - Date     Condition        Report By
 GS0140  HISTORY     - 1952     MONUMENTED       CGS
 GS0140  HISTORY     - 1952     GOOD             NGS
 GS0140
 GS0140                          STATION DESCRIPTION
 GS0140
 GS0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0140'11.8 MI SE FROM TIPPIPAH SPRINGS.
 GS0140'11.8 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE RANCH
 GS0140'IMPROVEMENTS AT TIPPIPAH SPRINGS, 120 FEET SOUTHEAST OF THE
 GS0140'CENTER LINE OF THE ROAD, SET IN THE TOP OF A LARGE GRANITE
 GS0140'BOULDER WITH THE LETTERS BM PAINTED ON THE NORTHWEST SIDE.
 GS0140'NOTE-- THE MARK IS 123 FEET EAST OF THE CENTERLINE OF THE
 GS0140'NORTH-AND-SOUTH ROAD WHERE IT INTERSECTS A SOUTHWEST DRAIN.
 GS0140
 GS0140                          STATION RECOVERY (1952)
 GS0140
 GS0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GS0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0126 ***********************************************************************
 HQ0126  DESIGNATION -  F 336
 HQ0126  PID         -  HQ0126
 HQ0126  STATE/COUNTY-  NV/NYE
 HQ0126  USGS QUAD   -  REEDS RANCH (1987)
 HQ0126
 HQ0126                         *CURRENT SURVEY CONTROL
 HQ0126  ___________________________________________________________________
 HQ0126* NAD 83(1986)-  37 57 40.     (N)    116 49 07.     (W)     SCALED    
 HQ0126* NAVD 88     -      1641.642  (meters)    5385.95   (feet)  ADJUSTED  
 HQ0126  ___________________________________________________________________
 HQ0126  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 HQ0126  DYNAMIC HT  -        1639.834 (meters)    5380.02  (feet)  COMP
 HQ0126  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 HQ0126
 HQ0126  VERT ORDER  -  SECOND    CLASS 0
 HQ0126
 HQ0126.The horizontal coordinates were scaled from a topographic map and have
 HQ0126.an estimated accuracy of +/- 6 seconds.
 HQ0126
 HQ0126.The orthometric height was determined by differential leveling
 HQ0126.and adjusted by the National Geodetic Survey in June 1991..
 HQ0126
 HQ0126.The geoid height was determined by GEOID03.
 HQ0126
 HQ0126.The dynamic height is computed by dividing the NAVD 88
 HQ0126.geopotential number by the normal gravity value computed on the
 HQ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0126.degrees latitude (g = 980.6199 gals.).
 HQ0126
 HQ0126.The modeled gravity was interpolated from observed gravity values.
 HQ0126
 HQ0126;                    North         East    Units  Estimated Accuracy
 HQ0126;SPC NV C     - 6,356,300.      486,650.      MT  (+/- 180 meters Scaled)
 HQ0126
 HQ0126                          SUPERSEDED SURVEY CONTROL
 HQ0126
 HQ0126.No superseded survey control is available for this station.
 HQ0126
 HQ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC159015(NAD 83)
 HQ0126_MARKER: DB = BENCH MARK DISK
 HQ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0126_SP_SET: CONCRETE POST
 HQ0126_STAMPING: F 336 1952
 HQ0126_MARK LOGO: CGS   
 HQ0126_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0126+STABILITY: SURFACE MOTION
 HQ0126
 HQ0126  HISTORY     - Date     Condition        Report By
 HQ0126  HISTORY     - 1952     MONUMENTED       CGS
 HQ0126  HISTORY     - 19920623 GOOD             LOCENG
 HQ0126
 HQ0126                          STATION DESCRIPTION
 HQ0126
 HQ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0126'28 MI SE FROM TONOPAH.
 HQ0126'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ0126'TONOPAH, THENCE 14.0 MILES SOUTHEAST ALONG AN OILED ROAD, 111
 HQ0126'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTHEAST
 HQ0126'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HQ0126'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 HQ0126
 HQ0126                          STATION RECOVERY (1992)
 HQ0126
 HQ0126'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0126'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 HQ0126'(3.3 FT) N OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0280 ***********************************************************************
 HQ0280  DESIGNATION -  F 337
 HQ0280  PID         -  HQ0280
 HQ0280  STATE/COUNTY-  NV/NYE
 HQ0280  USGS QUAD   -  MELLAN (1988)
 HQ0280
 HQ0280                         *CURRENT SURVEY CONTROL
 HQ0280  ___________________________________________________________________
 HQ0280* NAD 83(1986)-  37 39 38.     (N)    116 31 57.     (W)     SCALED    
 HQ0280* NAVD 88     -      1680.277  (meters)    5512.71   (feet)  ADJUSTED  
 HQ0280  ___________________________________________________________________
 HQ0280  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 HQ0280  DYNAMIC HT  -        1678.372 (meters)    5506.46  (feet)  COMP
 HQ0280  MODELED GRAV-     979,437.2   (mgal)                       NAVD 88
 HQ0280
 HQ0280  VERT ORDER  -  SECOND    CLASS 0
 HQ0280
 HQ0280.The horizontal coordinates were scaled from a topographic map and have
 HQ0280.an estimated accuracy of +/- 6 seconds.
 HQ0280
 HQ0280.The orthometric height was determined by differential leveling
 HQ0280.and adjusted by the National Geodetic Survey in June 1991..
 HQ0280
 HQ0280.The geoid height was determined by GEOID03.
 HQ0280
 HQ0280.The dynamic height is computed by dividing the NAVD 88
 HQ0280.geopotential number by the normal gravity value computed on the
 HQ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0280.degrees latitude (g = 980.6199 gals.).
 HQ0280
 HQ0280.The modeled gravity was interpolated from observed gravity values.
 HQ0280
 HQ0280;                    North         East    Units  Estimated Accuracy
 HQ0280;SPC NV C     - 6,322,940.      511,840.      MT  (+/- 180 meters Scaled)
 HQ0280
 HQ0280                          SUPERSEDED SURVEY CONTROL
 HQ0280
 HQ0280.No superseded survey control is available for this station.
 HQ0280
 HQ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB412682(NAD 83)
 HQ0280_MARKER: DB = BENCH MARK DISK
 HQ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0280_SP_SET: CONCRETE POST
 HQ0280_STAMPING: F 337 1952
 HQ0280_MARK LOGO: CGS   
 HQ0280_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0280+STABILITY: SURFACE MOTION
 HQ0280
 HQ0280  HISTORY     - Date     Condition        Report By
 HQ0280  HISTORY     - 1952     MONUMENTED       CGS
 HQ0280  HISTORY     - 19920623 GOOD             LOCENG
 HQ0280
 HQ0280                          STATION DESCRIPTION
 HQ0280
 HQ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0280'5 MI SE FROM MELLAN.
 HQ0280'5.0 MILES SOUTHEAST ALONG A DIRT ROAD FROM A LARGE GRANITE KNOLL
 HQ0280'AT MELLAN, 54 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 HQ0280'2.6 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 HQ0280'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 HQ0280
 HQ0280                          STATION RECOVERY (1992)
 HQ0280
 HQ0280'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0557 ***********************************************************************
 HQ0557  DESIGNATION -  F 338
 HQ0557  PID         -  HQ0557
 HQ0557  STATE/COUNTY-  NV/NYE
 HQ0557  USGS QUAD   -  RHYOLITE KNOB (1987)
 HQ0557
 HQ0557                         *CURRENT SURVEY CONTROL
 HQ0557  ___________________________________________________________________
 HQ0557* NAD 83(1986)-  37 40 21.     (N)    116 11 15.     (W)     SCALED    
 HQ0557* NAVD 88     -      1748.651  (meters)    5737.03   (feet)  ADJUSTED  
 HQ0557  ___________________________________________________________________
 HQ0557  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 HQ0557  DYNAMIC HT  -        1746.634 (meters)    5730.41  (feet)  COMP
 HQ0557  MODELED GRAV-     979,415.0   (mgal)                       NAVD 88
 HQ0557
 HQ0557  VERT ORDER  -  SECOND    CLASS 0
 HQ0557
 HQ0557.The horizontal coordinates were scaled from a topographic map and have
 HQ0557.an estimated accuracy of +/- 6 seconds.
 HQ0557
 HQ0557.The orthometric height was determined by differential leveling
 HQ0557.and adjusted by the National Geodetic Survey in June 1991..
 HQ0557
 HQ0557.The geoid height was determined by GEOID03.
 HQ0557
 HQ0557.The dynamic height is computed by dividing the NAVD 88
 HQ0557.geopotential number by the normal gravity value computed on the
 HQ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0557.degrees latitude (g = 980.6199 gals.).
 HQ0557
 HQ0557.The modeled gravity was interpolated from observed gravity values.
 HQ0557
 HQ0557;                    North         East    Units  Estimated Accuracy
 HQ0557;SPC NV C     - 6,324,370.      542,270.      MT  (+/- 180 meters Scaled)
 HQ0557
 HQ0557                          SUPERSEDED SURVEY CONTROL
 HQ0557
 HQ0557  NGVD 29 (??/??/92) 1747.52   (m)         5733.3    (f) COMPUTED    2 0
 HQ0557
 HQ0557.Superseded values are not recommended for survey control.
 HQ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0557.See file dsdata.txt to determine how the superseded data were derived.
 HQ0557
 HQ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB716697(NAD 83)
 HQ0557_MARKER: DB = BENCH MARK DISK
 HQ0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0557_STAMPING: F 338 1952
 HQ0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0557+STABILITY: SURFACE MOTION
 HQ0557
 HQ0557  HISTORY     - Date     Condition        Report By
 HQ0557  HISTORY     - 1952     MONUMENTED       CGS
 HQ0557
 HQ0557                          STATION DESCRIPTION
 HQ0557
 HQ0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0557'6.4 MI SW FROM REED.
 HQ0557'6.4 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0557'AT REED, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.6
 HQ0557'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0557'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1233 ***********************************************************************
 KR1233  DESIGNATION -  F 339
 KR1233  PID         -  KR1233
 KR1233  STATE/COUNTY-  NV/WASHOE
 KR1233  USGS QUAD   -  PATRICK (1980)
 KR1233
 KR1233                         *CURRENT SURVEY CONTROL
 KR1233  ___________________________________________________________________
 KR1233* NAD 83(1986)-  39 32 38.     (N)    119 35 33.     (W)     SCALED    
 KR1233* NAVD 88     -      1316.630  (meters)    4319.64   (feet)  ADJUSTED  
 KR1233  ___________________________________________________________________
 KR1233  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KR1233  DYNAMIC HT  -        1315.451 (meters)    4315.78  (feet)  COMP
 KR1233  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 KR1233
 KR1233  VERT ORDER  -  FIRST     CLASS I
 KR1233
 KR1233.The horizontal coordinates were scaled from a topographic map and have
 KR1233.an estimated accuracy of +/- 6 seconds.
 KR1233
 KR1233.The orthometric height was determined by differential leveling
 KR1233.and adjusted by the National Geodetic Survey in June 1991..
 KR1233.WARNING-Repeat measurements at this control monument indicate possible
 KR1233.vertical movement.
 KR1233
 KR1233.The geoid height was determined by GEOID03.
 KR1233
 KR1233.The dynamic height is computed by dividing the NAVD 88
 KR1233.geopotential number by the normal gravity value computed on the
 KR1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1233.degrees latitude (g = 980.6199 gals.).
 KR1233
 KR1233.The modeled gravity was interpolated from observed gravity values.
 KR1233
 KR1233;                    North         East    Units  Estimated Accuracy
 KR1233;SPC NV W     - 4,532,460.      713,260.      MT  (+/- 180 meters Scaled)
 KR1233
 KR1233                          SUPERSEDED SURVEY CONTROL
 KR1233
 KR1233  NGVD 29 (??/??/92) 1315.578  (m)         4316.19   (f) ADJ UNCH    1 1
 KR1233
 KR1233.Superseded values are not recommended for survey control.
 KR1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1233.See file dsdata.txt to determine how the superseded data were derived.
 KR1233
 KR1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD772803(NAD 83)
 KR1233_MARKER: DB = BENCH MARK DISK
 KR1233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1233_SP_SET: ABUTMENT
 KR1233_STAMPING: F 339 1953
 KR1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1233
 KR1233  HISTORY     - Date     Condition        Report By
 KR1233  HISTORY     - 1953     MONUMENTED       CGS
 KR1233  HISTORY     - 1969     GOOD             NGS
 KR1233  HISTORY     - 1970     GOOD             NGS
 KR1233
 KR1233                          STATION DESCRIPTION
 KR1233
 KR1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1233'9.2 MI E FROM SPARKS.
 KR1233'9.2 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1233'MCCARRAN BOULEVARD OVERPASS AT SPARKS, 4 1/2 POLES SOUTHWEST OF THE
 KR1233'CROSSING OF A PRIVATE ROAD, 2 1/2 POLES SOUTHWEST OF THE CROSSING OF A
 KR1233'POWER LINE, IN THE TOP AND 0.8 FOOT SOUTHEAST OF THE NORTHWEST END OF
 KR1233'THE SOUTHWEST STONE ABUTMENT OF BRIDGE 256.0, 8.3 FEET NORTHWEST OF
 KR1233'THE NORTHWEST RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.  SEC 2, T
 KR1233'19N, R 21E.
 KR1233
 KR1233                          STATION RECOVERY (1970)
 KR1233
 KR1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KR1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0008 ***********************************************************************
 JQ0008  DESIGNATION -  F 34
 JQ0008  PID         -  JQ0008
 JQ0008  STATE/COUNTY-  NV/NYE
 JQ0008  USGS QUAD   -  LUNAR CRATER (1967)
 JQ0008
 JQ0008                         *CURRENT SURVEY CONTROL
 JQ0008  ___________________________________________________________________
 JQ0008* NAD 83(1986)-  38 29 03.     (N)    116 04 27.     (W)     SCALED    
 JQ0008* NAVD 88     -      1782.931  (meters)    5849.50   (feet)  ADJUSTED  
 JQ0008  ___________________________________________________________________
 JQ0008  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 JQ0008  DYNAMIC HT  -        1780.988 (meters)    5843.12  (feet)  COMP
 JQ0008  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 JQ0008
 JQ0008  VERT ORDER  -  FIRST     CLASS II
 JQ0008
 JQ0008.The horizontal coordinates were scaled from a topographic map and have
 JQ0008.an estimated accuracy of +/- 6 seconds.
 JQ0008
 JQ0008.The orthometric height was determined by differential leveling
 JQ0008.and adjusted by the National Geodetic Survey in June 1991..
 JQ0008
 JQ0008.The geoid height was determined by GEOID03.
 JQ0008
 JQ0008.The dynamic height is computed by dividing the NAVD 88
 JQ0008.geopotential number by the normal gravity value computed on the
 JQ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0008.degrees latitude (g = 980.6199 gals.).
 JQ0008
 JQ0008.The modeled gravity was interpolated from observed gravity values.
 JQ0008
 JQ0008;                    North         East    Units  Estimated Accuracy
 JQ0008;SPC NV C     - 6,414,510.      551,690.      MT  (+/- 180 meters Scaled)
 JQ0008
 JQ0008                          SUPERSEDED SURVEY CONTROL
 JQ0008
 JQ0008  NGVD 29 (??/??/92) 1781.785  (m)         5845.74   (f) ADJ UNCH    1 2
 JQ0008
 JQ0008.Superseded values are not recommended for survey control.
 JQ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0008.See file dsdata.txt to determine how the superseded data were derived.
 JQ0008
 JQ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC807599(NAD 83)
 JQ0008_MARKER: DB = BENCH MARK DISK
 JQ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0008_STAMPING: 5845.740 F 34 1933
 JQ0008_MARK LOGO: CGS   
 JQ0008_PROJECTION: PROJECTING 30 CENTIMETERS
 JQ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0008+STABILITY: SURFACE MOTION
 JQ0008
 JQ0008  HISTORY     - Date     Condition        Report By
 JQ0008  HISTORY     - 1933     MONUMENTED       CGS
 JQ0008  HISTORY     - 1934     GOOD             NGS
 JQ0008  HISTORY     - 1984     GOOD             NGS
 JQ0008
 JQ0008                          STATION DESCRIPTION
 JQ0008
 JQ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0008'18.8 MI SW FROM LOCKES RANCH.
 JQ0008'18.8 MILES SOUTHWEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JQ0008'LOCKES RANCH, NYE COUNTY, AND 36 FEET NE OF THE CENTER LINE OF THE
 JQ0008'HIGHWAY.  A STANDARD DISK, STAMPED 5845.740 F 34 1933 AND SET IN THE
 JQ0008'TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 JQ0008
 JQ0008                          STATION RECOVERY (1934)
 JQ0008
 JQ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JQ0008'RECOVERED IN GOOD CONDITION.
 JQ0008
 JQ0008                          STATION RECOVERY (1984)
 JQ0008
 JQ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0008'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0008'43.1 KM (26.9 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0008'STATE HIGHWAY 375 AT WARM SPRINGS, 0.2 KM (0.1 MI) WEST OF MILEPOST
 JQ0008'78, 112.7 METERS (369.5 FT) SOUTH OF THE HIGHWAY CENTERLINE AND
 JQ0008'11.0 METERS (36 FT) NORTHEAST OF THE CENTER OF THE OLD HIGHWAY.
 JQ0008'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 JQ0008'THE MARK IS 3.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0573 ***********************************************************************
 KR0573  DESIGNATION -  F 340
 KR0573  PID         -  KR0573
 KR0573  STATE/COUNTY-  NV/LYON
 KR0573  USGS QUAD   -  HAZEN (1985)
 KR0573
 KR0573                         *CURRENT SURVEY CONTROL
 KR0573  ___________________________________________________________________
 KR0573* NAD 83(1986)-  39 35 34.     (N)    119 06 41.     (W)     SCALED    
 KR0573* NAVD 88     -      1243.014  (meters)    4078.12   (feet)  ADJUSTED  
 KR0573  ___________________________________________________________________
 KR0573  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 KR0573  DYNAMIC HT  -        1241.961 (meters)    4074.67  (feet)  COMP
 KR0573  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 KR0573
 KR0573  VERT ORDER  -  FIRST     CLASS II
 KR0573
 KR0573.The horizontal coordinates were scaled from a topographic map and have
 KR0573.an estimated accuracy of +/- 6 seconds.
 KR0573
 KR0573.The orthometric height was determined by differential leveling
 KR0573.and adjusted by the National Geodetic Survey in June 1991..
 KR0573
 KR0573.The geoid height was determined by GEOID03.
 KR0573
 KR0573.The dynamic height is computed by dividing the NAVD 88
 KR0573.geopotential number by the normal gravity value computed on the
 KR0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0573.degrees latitude (g = 980.6199 gals.).
 KR0573
 KR0573.The modeled gravity was interpolated from observed gravity values.
 KR0573
 KR0573;                    North         East    Units  Estimated Accuracy
 KR0573;SPC NV W     - 4,537,540.      754,650.      MT  (+/- 180 meters Scaled)
 KR0573
 KR0573                          SUPERSEDED SURVEY CONTROL
 KR0573
 KR0573  NGVD 29 (??/??/92) 1242.075  (m)         4075.04   (f) ADJ UNCH    1 2
 KR0573
 KR0573.Superseded values are not recommended for survey control.
 KR0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0573.See file dsdata.txt to determine how the superseded data were derived.
 KR0573
 KR0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD186846(NAD 83)
 KR0573_MARKER: DB = BENCH MARK DISK
 KR0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0573_SP_SET: ABUTMENT
 KR0573_STAMPING: F 340 1953
 KR0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0573+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 KR0573
 KR0573  HISTORY     - Date     Condition        Report By
 KR0573  HISTORY     - 1953     MONUMENTED       CGS
 KR0573  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0573  HISTORY     - 20011030 GOOD             NVGS
 KR0573
 KR0573                          STATION DESCRIPTION
 KR0573
 KR0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0573'4.3 MI NW FROM HAZEN.
 KR0573'4.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0573'THE STATION AT HAZEN, AT WOODEN BRIDGE 283.70, IN THE TOP OF THE SOUTH
 KR0573'END OF THE EAST CONCRETE ABUTMENT, 6.6 FEET SOUTH OF THE SOUTH RAIL OF
 KR0573'THE MAIN TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 KR0573
 KR0573                          STATION RECOVERY (1986)
 KR0573
 KR0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0573'NOT RECOVERED.
 KR0573
 KR0573                          STATION RECOVERY (2001)
 KR0573
 KR0573'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0428 ***********************************************************************
 KR0428  DESIGNATION -  F 341
 KR0428  PID         -  KR0428
 KR0428  STATE/COUNTY-  NV/CHURCHILL
 KR0428  USGS QUAD   -  PARRAN (1986)
 KR0428
 KR0428                         *CURRENT SURVEY CONTROL
 KR0428  ___________________________________________________________________
 KR0428* NAD 83(1986)-  39 48 16.     (N)    118 46 28.     (W)     SCALED    
 KR0428* NAVD 88     -      1185.37   (+/-2cm)    3889.0    (feet)  VERTCON   
 KR0428  ___________________________________________________________________
 KR0428  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 KR0428
 KR0428  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0428
 KR0428.The horizontal coordinates were scaled from a topographic map and have
 KR0428.an estimated accuracy of +/- 6 seconds.
 KR0428
 KR0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0428.The vertical order pertains to the NGVD 29 superseded value.
 KR0428
 KR0428.The geoid height was determined by GEOID03.
 KR0428
 KR0428;                    North         East    Units  Estimated Accuracy
 KR0428;SPC NV W     - 4,560,920.      783,640.      MT  (+/- 180 meters Scaled)
 KR0428
 KR0428                          SUPERSEDED SURVEY CONTROL
 KR0428
 KR0428  NGVD 29 (??/??/92) 1184.464  (m)         3886.03   (f) ADJ UNCH    1 2
 KR0428
 KR0428.Superseded values are not recommended for survey control.
 KR0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0428.See file dsdata.txt to determine how the superseded data were derived.
 KR0428
 KR0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE480075(NAD 83)
 KR0428_MARKER: DB = BENCH MARK DISK
 KR0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0428_SP_SET: FOOTING
 KR0428_STAMPING: F 341 1953
 KR0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0428
 KR0428  HISTORY     - Date     Condition        Report By
 KR0428  HISTORY     - 1953     MONUMENTED       CGS
 KR0428
 KR0428                          STATION DESCRIPTION
 KR0428
 KR0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0428'IN PARRAN.
 KR0428'AT PARRAN, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 3 POLES SOUTH
 KR0428'OF MILEPOLE 312, AT THE RAILROAD WATER TANK, IN THE TOP OF THE EAST
 KR0428'CORNER OF THE CONCRETE FOOTING FOR THE NORTHEAST LEG, 72.4 FEET WEST
 KR0428'OF THE WEST RAIL OF THE MAIN TRACK, AND ABOUT 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0135 ***********************************************************************
 LS0135  DESIGNATION -  F 342
 LS0135  PID         -  LS0135
 LS0135  STATE/COUNTY-  NV/PERSHING
 LS0135  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0135
 LS0135                         *CURRENT SURVEY CONTROL
 LS0135  ___________________________________________________________________
 LS0135* NAD 83(1986)-  40 25 11.     (N)    118 17 42.     (W)     SCALED    
 LS0135* NAVD 88     -      1301.670  (meters)    4270.56   (feet)  ADJUSTED  
 LS0135  ___________________________________________________________________
 LS0135  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 LS0135  DYNAMIC HT  -        1300.616 (meters)    4267.10  (feet)  COMP
 LS0135  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 LS0135
 LS0135  VERT ORDER  -  FIRST     CLASS II
 LS0135
 LS0135.The horizontal coordinates were scaled from a topographic map and have
 LS0135.an estimated accuracy of +/- 6 seconds.
 LS0135
 LS0135.The orthometric height was determined by differential leveling
 LS0135.and adjusted by the National Geodetic Survey in June 1991..
 LS0135.WARNING-Repeat measurements at this control monument indicate possible
 LS0135.vertical movement.
 LS0135
 LS0135.The geoid height was determined by GEOID03.
 LS0135
 LS0135.The dynamic height is computed by dividing the NAVD 88
 LS0135.geopotential number by the normal gravity value computed on the
 LS0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0135.degrees latitude (g = 980.6199 gals.).
 LS0135
 LS0135.The modeled gravity was interpolated from observed gravity values.
 LS0135
 LS0135;                    North         East    Units  Estimated Accuracy
 LS0135;SPC NV W     - 4,629,250.      824,470.      MT  (+/- 180 meters Scaled)
 LS0135
 LS0135                          SUPERSEDED SURVEY CONTROL
 LS0135
 LS0135  NGVD 29 (??/??/92) 1300.671  (m)         4267.28   (f) ADJ UNCH    1 2
 LS0135
 LS0135.Superseded values are not recommended for survey control.
 LS0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0135.See file dsdata.txt to determine how the superseded data were derived.
 LS0135
 LS0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE901751(NAD 83)
 LS0135_MARKER: DB = BENCH MARK DISK
 LS0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0135_SP_SET: CONCRETE POST
 LS0135_STAMPING: F 342 1953
 LS0135_MARK LOGO: CGS   
 LS0135_PROJECTION: PROJECTING 5 CENTIMETERS
 LS0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0135+STABILITY: SURFACE MOTION
 LS0135
 LS0135  HISTORY     - Date     Condition        Report By
 LS0135  HISTORY     - 1953     MONUMENTED       CGS
 LS0135  HISTORY     - 1957     GOOD             NGS
 LS0135  HISTORY     - 1986     GOOD             NGS
 LS0135
 LS0135                          STATION DESCRIPTION
 LS0135
 LS0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0135'1.9 MI S FROM RYE PATCH.
 LS0135'1.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0135'SIDING SIGN AT RYE PATCH, 276 FEET NORTHEAST OF AND ACROSS THE TRACK
 LS0135'FROM MILEPOLE 364, 271 FEET NORTHEAST OF A RYE PATCH ONE MILE SIGN,
 LS0135'182.1 FEET EAST OF THE EAST RAIL, 2.7 FEET WEST OF A FENCE, 2.4 FEET
 LS0135'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 LS0135'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LS0135
 LS0135                          STATION RECOVERY (1957)
 LS0135
 LS0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0135'RECOVERED IN GOOD CONDITION.
 LS0135
 LS0135                          STATION RECOVERY (1986)
 LS0135
 LS0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0135'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.2 KM (5.1
 LS0135'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS IN OREANA,
 LS0135'0.14 KM (0.09 MI) SOUTH OF MILEPOST 126, 43.3 METERS (142 FT) WEST OF
 LS0135'THE CENTERLINE OF THE WESTBOUND LANES, 55.5 METERS (182 FT) EAST OF
 LS0135'THE EAST RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 4.4 METERS
 LS0135'(14.5 FT) NORTH OF THE NORTH 1 OF 2 FENCE BRACE POSTS, 0.8 METERS
 LS0135'(2.5 FT) WEST OF A FENCE.
 LS0135'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LS0135'THE MARK IS 0.6 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0028 ***********************************************************************
 LS0028  DESIGNATION -  F 343
 LS0028  PID         -  LS0028
 LS0028  STATE/COUNTY-  NV/PERSHING
 LS0028  USGS QUAD   -  MILL CITY (1987)
 LS0028
 LS0028                         *CURRENT SURVEY CONTROL
 LS0028  ___________________________________________________________________
 LS0028* NAD 83(1986)-  40 41 54.     (N)    118 03 31.     (W)     SCALED    
 LS0028* NAVD 88     -      1290.444  (meters)    4233.73   (feet)  ADJUSTED  
 LS0028  ___________________________________________________________________
 LS0028  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 LS0028  DYNAMIC HT  -        1289.451 (meters)    4230.47  (feet)  COMP
 LS0028  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 LS0028
 LS0028  VERT ORDER  -  FIRST     CLASS II
 LS0028
 LS0028.The horizontal coordinates were scaled from a topographic map and have
 LS0028.an estimated accuracy of +/- 6 seconds.
 LS0028
 LS0028.The orthometric height was determined by differential leveling
 LS0028.and adjusted by the National Geodetic Survey in June 1991..
 LS0028
 LS0028.The geoid height was determined by GEOID03.
 LS0028
 LS0028.The dynamic height is computed by dividing the NAVD 88
 LS0028.geopotential number by the normal gravity value computed on the
 LS0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0028.degrees latitude (g = 980.6199 gals.).
 LS0028
 LS0028.The modeled gravity was interpolated from observed gravity values.
 LS0028
 LS0028;                    North         East    Units  Estimated Accuracy
 LS0028;SPC NV W     - 4,660,280.      844,340.      MT  (+/- 180 meters Scaled)
 LS0028
 LS0028                          SUPERSEDED SURVEY CONTROL
 LS0028
 LS0028  NGVD 29 (??/??/92) 1289.45   (m)         4230.5    (f) COMPUTED    1 2
 LS0028
 LS0028.Superseded values are not recommended for survey control.
 LS0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0028.See file dsdata.txt to determine how the superseded data were derived.
 LS0028
 LS0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF105058(NAD 83)
 LS0028_MARKER: DB = BENCH MARK DISK
 LS0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0028_STAMPING: F 343 1953
 LS0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0028+STABILITY: SURFACE MOTION
 LS0028
 LS0028  HISTORY     - Date     Condition        Report By
 LS0028  HISTORY     - 1953     MONUMENTED       CGS
 LS0028
 LS0028                          STATION DESCRIPTION
 LS0028
 LS0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0028'1.1 MI NE FROM MILL CITY.
 LS0028'1.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LS0028'THE STATION AT MILL CITY, 261 FEET SOUTHEAST OF AND ACROSS THE TRACKS
 LS0028'FROM MILEPOLE 390, 240 FEET SOUTH OF THE SOUTH CORNER OF THE CONCRETE
 LS0028'BASE FOR SEMAPHORE 3900, 183.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LS0028'1.6 FEET NORTHWEST OF A FENCE, 1.8 FEET NORTHEAST OF A WITNESS POST,
 LS0028'ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 LS0028'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0528 ***********************************************************************
 LR0528  DESIGNATION -  F 344
 LR0528  PID         -  LR0528
 LR0528  STATE/COUNTY-  NV/HUMBOLDT
 LR0528  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0528
 LR0528                         *CURRENT SURVEY CONTROL
 LR0528  ___________________________________________________________________
 LR0528* NAD 83(1986)-  40 55 26.     (N)    117 47 00.     (W)     SCALED    
 LR0528* NAVD 88     -      1313.023  (meters)    4307.81   (feet)  ADJUSTED  
 LR0528  ___________________________________________________________________
 LR0528  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 LR0528  DYNAMIC HT  -        1312.020 (meters)    4304.52  (feet)  COMP
 LR0528  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 LR0528
 LR0528  VERT ORDER  -  FIRST     CLASS II
 LR0528
 LR0528.The horizontal coordinates were scaled from a topographic map and have
 LR0528.an estimated accuracy of +/- 6 seconds.
 LR0528
 LR0528.The orthometric height was determined by differential leveling
 LR0528.and adjusted by the National Geodetic Survey in June 1991..
 LR0528
 LR0528.The geoid height was determined by GEOID03.
 LR0528
 LR0528.The dynamic height is computed by dividing the NAVD 88
 LR0528.geopotential number by the normal gravity value computed on the
 LR0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0528.degrees latitude (g = 980.6199 gals.).
 LR0528
 LR0528.The modeled gravity was interpolated from observed gravity values.
 LR0528
 LR0528;                    North         East    Units  Estimated Accuracy
 LR0528;SPC NV W     - 4,685,500.      867,380.      MT  (+/- 180 meters Scaled)
 LR0528
 LR0528                          SUPERSEDED SURVEY CONTROL
 LR0528
 LR0528  NGVD 29 (??/??/92) 1311.973  (m)         4304.36   (f) ADJ UNCH    1 2
 LR0528
 LR0528.Superseded values are not recommended for survey control.
 LR0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0528.See file dsdata.txt to determine how the superseded data were derived.
 LR0528
 LR0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF340306(NAD 83)
 LR0528_MARKER: DB = BENCH MARK DISK
 LR0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0528_STAMPING: F 344 1953
 LR0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0528+STABILITY: SURFACE MOTION
 LR0528
 LR0528  HISTORY     - Date     Condition        Report By
 LR0528  HISTORY     - 1953     MONUMENTED       CGS
 LR0528  HISTORY     - 1958     GOOD             NGS
 LR0528
 LR0528                          STATION DESCRIPTION
 LR0528
 LR0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0528'4.2 MI SW FROM WINNEMUCCA.
 LR0528'4.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0528'THE STATION AT WINNEMUCCA, 276 FEET SOUTHEAST OF AND ACROSS THE TRACK
 LR0528'FROM MILEPOLE 413, 196.0 FEET SOUTH OF THE SOUTH RAIL, 1.8 FEET NORTH
 LR0528'OF A FENCE, 2.0 FEET WEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 LR0528'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 LR0528'ABOVE THE GROUND.
 LR0528
 LR0528                          STATION RECOVERY (1958)
 LR0528
 LR0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LR0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0281 ***********************************************************************
 LR0281  DESIGNATION -  F 345
 LR0281  PID         -  LR0281
 LR0281  STATE/COUNTY-  NV/HUMBOLDT
 LR0281  USGS QUAD   -  GOLCONDA (1981)
 LR0281
 LR0281                         *CURRENT SURVEY CONTROL
 LR0281  ___________________________________________________________________
 LR0281* NAD 83(1986)-  40 57 55.     (N)    117 24 45.     (W)     SCALED    
 LR0281* NAVD 88     -      1330.494  (meters)    4365.13   (feet)  ADJUSTED  
 LR0281  ___________________________________________________________________
 LR0281  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 LR0281  DYNAMIC HT  -        1329.510 (meters)    4361.90  (feet)  COMP
 LR0281  MODELED GRAV-     979,838.3   (mgal)                       NAVD 88
 LR0281
 LR0281  VERT ORDER  -  FIRST     CLASS II
 LR0281
 LR0281.The horizontal coordinates were scaled from a topographic map and have
 LR0281.an estimated accuracy of +/- 6 seconds.
 LR0281
 LR0281.The orthometric height was determined by differential leveling
 LR0281.and adjusted by the National Geodetic Survey in June 1991..
 LR0281
 LR0281.The geoid height was determined by GEOID03.
 LR0281
 LR0281.The dynamic height is computed by dividing the NAVD 88
 LR0281.geopotential number by the normal gravity value computed on the
 LR0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0281.degrees latitude (g = 980.6199 gals.).
 LR0281
 LR0281.The modeled gravity was interpolated from observed gravity values.
 LR0281
 LR0281;                    North         East    Units  Estimated Accuracy
 LR0281;SPC NV W     - 4,690,450.      898,550.      MT  (+/- 180 meters Scaled)
 LR0281
 LR0281                          SUPERSEDED SURVEY CONTROL
 LR0281
 LR0281  NGVD 29 (??/??/92) 1329.49   (m)         4361.8    (f) COMPUTED    1 2
 LR0281
 LR0281.Superseded values are not recommended for survey control.
 LR0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0281.See file dsdata.txt to determine how the superseded data were derived.
 LR0281
 LR0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF652349(NAD 83)
 LR0281_MARKER: DB = BENCH MARK DISK
 LR0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0281_SP_SET: ABUTMENT
 LR0281_STAMPING: F 345 1953
 LR0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0281
 LR0281  HISTORY     - Date     Condition        Report By
 LR0281  HISTORY     - 1953     MONUMENTED       CGS
 LR0281
 LR0281                          STATION DESCRIPTION
 LR0281
 LR0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0281'4.1 MI E FROM GOLCONDA.
 LR0281'4.1 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0281'STATION AT GOLCONDA, AT WOODEN BRIDGE 438.10, IN THE TOP OF THE
 LR0281'SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT, 7.3 FEET SOUTHEAST
 LR0281'OF THE SOUTHEAST RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE
 LR0281'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0315 ***********************************************************************
 LR0315  DESIGNATION -  F 346
 LR0315  PID         -  LR0315
 LR0315  STATE/COUNTY-  NV/HUMBOLDT
 LR0315  USGS QUAD   -  SNOW GULCH (1984)
 LR0315
 LR0315                         *CURRENT SURVEY CONTROL
 LR0315  ___________________________________________________________________
 LR0315* NAD 83(1986)-  40 44 04.     (N)    117 03 04.     (W)     SCALED    
 LR0315* NAVD 88     -      1376.557  (meters)    4516.25   (feet)  ADJUSTED  
 LR0315  ___________________________________________________________________
 LR0315  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 LR0315  DYNAMIC HT  -        1375.479 (meters)    4512.72  (feet)  COMP
 LR0315  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 LR0315
 LR0315  VERT ORDER  -  FIRST     CLASS II
 LR0315
 LR0315.The horizontal coordinates were scaled from a topographic map and have
 LR0315.an estimated accuracy of +/- 6 seconds.
 LR0315
 LR0315.The orthometric height was determined by differential leveling
 LR0315.and adjusted by the National Geodetic Survey in June 1991..
 LR0315.WARNING-Repeat measurements at this control monument indicate possible
 LR0315.vertical movement.
 LR0315
 LR0315.The geoid height was determined by GEOID03.
 LR0315
 LR0315.The dynamic height is computed by dividing the NAVD 88
 LR0315.geopotential number by the normal gravity value computed on the
 LR0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0315.degrees latitude (g = 980.6199 gals.).
 LR0315
 LR0315.The modeled gravity was interpolated from observed gravity values.
 LR0315
 LR0315;                    North         East    Units  Estimated Accuracy
 LR0315;SPC NV W     - 4,665,290.      929,420.      MT  (+/- 180 meters Scaled)
 LR0315
 LR0315                          SUPERSEDED SURVEY CONTROL
 LR0315
 LR0315.No superseded survey control is available for this station.
 LR0315
 LR0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF956092(NAD 83)
 LR0315_MARKER: DB = BENCH MARK DISK
 LR0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0315_STAMPING: F 346 1953
 LR0315_MARK LOGO: CGS   
 LR0315_PROJECTION: PROJECTING 12 CENTIMETERS
 LR0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0315+STABILITY: SURFACE MOTION
 LR0315
 LR0315  HISTORY     - Date     Condition        Report By
 LR0315  HISTORY     - 1953     MONUMENTED       CGS
 LR0315  HISTORY     - 1984     GOOD             NGS
 LR0315
 LR0315                          STATION DESCRIPTION
 LR0315
 LR0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0315'5.7 MI SE FROM VALMY.
 LR0315'5.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0315'THE WATER TANK AT VALMY, 253 1/2 FEET SOUTHWEST OF AND ACROSS THE
 LR0315'TRACK FROM MILEPOLE 467, 0.1 MILE SOUTHEAST OF THE CROSSING OF A
 LR0315'GRAVELED ROAD, 196.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 74.8 FEET
 LR0315'SOUTHEAST OF THE CENTER OF THE NORTHEAST END OF AN 18-INCH CORRUGATED
 LR0315'METAL PIPE CULVERT UNDER AN ABANDONED PAVED ROAD (FORMER U. S. HIGHWAY
 LR0315'40), 32 FEET NORTHEAST OF THE CENTER LINE OF THE ABANDONED PAVED ROAD,
 LR0315'1.7 FEET NORTHEAST OF A FENCE, 1.9 FEET NORTHWEST OF A WITNESS POST,
 LR0315'ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 LR0315'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LR0315
 LR0315                          STATION RECOVERY (1984)
 LR0315
 LR0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0315'RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE EXCEPT
 LR0315'ADD ALSO--14.2 KM (8.85 MI) NORTHWEST OF THE STATION AT BATTLE
 LR0315'MOUNTAIN.
 LR0315'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 LR0315'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0223 ***********************************************************************
 MT0223  DESIGNATION -  F 347
 MT0223  PID         -  MT0223
 MT0223  STATE/COUNTY-  NV/ELKO
 MT0223  USGS QUAD   -  PEQUOP (1980)
 MT0223
 MT0223                         *CURRENT SURVEY CONTROL
 MT0223  ___________________________________________________________________
 MT0223* NAD 83(1986)-  41 13 00.     (N)    114 35 25.     (W)     SCALED    
 MT0223* NAVD 88     -      1872.914  (meters)    6144.72   (feet)  ADJUSTED  
 MT0223  ___________________________________________________________________
 MT0223  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 MT0223  DYNAMIC HT  -        1871.327 (meters)    6139.51  (feet)  COMP
 MT0223  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 MT0223
 MT0223  VERT ORDER  -  FIRST     CLASS II
 MT0223
 MT0223.The horizontal coordinates were scaled from a topographic map and have
 MT0223.an estimated accuracy of +/- 6 seconds.
 MT0223
 MT0223.The orthometric height was determined by differential leveling
 MT0223.and adjusted by the National Geodetic Survey in June 1991..
 MT0223
 MT0223.The geoid height was determined by GEOID03.
 MT0223
 MT0223.The dynamic height is computed by dividing the NAVD 88
 MT0223.geopotential number by the normal gravity value computed on the
 MT0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0223.degrees latitude (g = 980.6199 gals.).
 MT0223
 MT0223.The modeled gravity was interpolated from observed gravity values.
 MT0223
 MT0223;                    North         East    Units  Estimated Accuracy
 MT0223;SPC NV E     - 8,718,180.      283,270.      MT  (+/- 180 meters Scaled)
 MT0223
 MT0223                          SUPERSEDED SURVEY CONTROL
 MT0223
 MT0223  NGVD 29 (??/??/92) 1871.734  (m)         6140.85   (f) ADJ UNCH    1 2
 MT0223
 MT0223.Superseded values are not recommended for survey control.
 MT0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0223.See file dsdata.txt to determine how the superseded data were derived.
 MT0223
 MT0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF020656(NAD 83)
 MT0223_MARKER: DB = BENCH MARK DISK
 MT0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0223_STAMPING: F 347 1953
 MT0223_MARK LOGO: CGS   
 MT0223_PROJECTION: PROJECTING 10 CENTIMETERS
 MT0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0223+STABILITY: SURFACE MOTION
 MT0223
 MT0223  HISTORY     - Date     Condition        Report By
 MT0223  HISTORY     - 1953     MONUMENTED       CGS
 MT0223  HISTORY     - 1984     GOOD             NGS
 MT0223
 MT0223                          STATION DESCRIPTION
 MT0223
 MT0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0223'4.4 MI NE FROM FENELON.
 MT0223'4.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0223'THE STATION AT FENELON, 0.3 MILE NORTHEAST OF THE PEQUOP SIDING SIGN,
 MT0223'0.2 MILE EAST OF MILEPOLE 632, AT AN OFFSET IN A FENCE, AT THE EAST
 MT0223'END OF A DEEP CUT AND THE WEST END OF A LONG FILL, 61.4 FEET SOUTH OF
 MT0223'THE SOUTH RAIL, 34.4 FEET SOUTH OF THE WEST END OF A WOODEN GATE IN
 MT0223'THE FENCE, 5 FEET WEST OF A TELEPHONE POLE WITH A GUY WIRE, 2.0 FEET
 MT0223'EAST OF A WITNESS POST, ABOUT 5 1/2 FEET LOWER THAN THE TRACK, AND SET
 MT0223'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MT0223
 MT0223                          STATION RECOVERY (1984)
 MT0223
 MT0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0223'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.45 KM
 MT0223'(8.45 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE OVER US
 MT0223'HIGHWAY 93 AT WELLS, THENCE 0.15 KM (0.1 MI) NORTH ALONG MOOR SUMMIT
 MT0223'ROAD, THENCE 24.65 KM (15.4 MI) NORTHEAST ALONG MOOR-COBRE ROAD ALSO
 MT0223'46.9 KM (29.3 MI) WEST OF MONTELLO, 56.7 METERS (186 FT) NORTH OF THE
 MT0223'CENTER OF THE ROAD, 18.7 METERS (61.5 FT) SOUTH OF THE SOUTH RAIL OF
 MT0223'THE SOUTHERN PACIFIC RAILROAD, 14.0 METERS (46 FT) SOUTHEAST OF THE
 MT0223'NORTH CORNER FOR AN OFFSET IN THE RAILROAD RIGHT OF WAY FENCE,
 MT0223'9.3 METERS (30.5 FT) SOUTH OF THE RIGHT OF WAY FENCE AND 1.5 METERS
 MT0223'(5 FT) WEST OF A TELEGRAPH POLE.
 MT0223'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 MT0223'THE MARK IS 1.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0126 ***********************************************************************
 MT0126  DESIGNATION -  F 348
 MT0126  PID         -  MT0126
 MT0126  STATE/COUNTY-  NV/ELKO
 MT0126  USGS QUAD   -  MONTELLO (1967)
 MT0126
 MT0126                         *CURRENT SURVEY CONTROL
 MT0126  ___________________________________________________________________
 MT0126* NAD 83(1986)-  41 15 18.     (N)    114 12 23.     (W)     SCALED    
 MT0126* NAVD 88     -      1495.260  (meters)    4905.70   (feet)  ADJUSTED  
 MT0126  ___________________________________________________________________
 MT0126  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 MT0126  DYNAMIC HT  -        1494.095 (meters)    4901.88  (feet)  COMP
 MT0126  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 MT0126
 MT0126  VERT ORDER  -  FIRST     CLASS II
 MT0126
 MT0126.The horizontal coordinates were scaled from a topographic map and have
 MT0126.an estimated accuracy of +/- 6 seconds.
 MT0126
 MT0126.The orthometric height was determined by differential leveling
 MT0126.and adjusted by the National Geodetic Survey in June 1991..
 MT0126
 MT0126.The geoid height was determined by GEOID03.
 MT0126
 MT0126.The dynamic height is computed by dividing the NAVD 88
 MT0126.geopotential number by the normal gravity value computed on the
 MT0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0126.degrees latitude (g = 980.6199 gals.).
 MT0126
 MT0126.The modeled gravity was interpolated from observed gravity values.
 MT0126
 MT0126;                    North         East    Units  Estimated Accuracy
 MT0126;SPC NV E     - 8,722,880.      315,390.      MT  (+/- 180 meters Scaled)
 MT0126
 MT0126                          SUPERSEDED SURVEY CONTROL
 MT0126
 MT0126  NGVD 29 (??/??/92) 1494.160  (m)         4902.09   (f) ADJ UNCH    1 2
 MT0126
 MT0126.Superseded values are not recommended for survey control.
 MT0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0126.See file dsdata.txt to determine how the superseded data were derived.
 MT0126
 MT0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF340708(NAD 83)
 MT0126_MARKER: DB = BENCH MARK DISK
 MT0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0126_MARK LOGO: CGS   
 MT0126_PROJECTION: PROJECTING 3 CENTIMETERS
 MT0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0126+STABILITY: SURFACE MOTION
 MT0126
 MT0126  HISTORY     - Date     Condition        Report By
 MT0126  HISTORY     - 1953     MONUMENTED       CGS
 MT0126  HISTORY     - 1953     GOOD             NGS
 MT0126  HISTORY     - 1984     GOOD             NGS
 MT0126
 MT0126                          STATION DESCRIPTION
 MT0126
 MT0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0126'0.9 MI SW FROM MONTELLO.
 MT0126'AT ELKO COUNTY, 0.9 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RR FROM
 MT0126'THE STATION AT MONTELLO, 3 POLES NORTHEAST OF MILEPOST 661, AT THE
 MT0126'CROSSING OF A COUNTY ROAD, 184 FT NORTHWEST OF THE NORTHWEST RAIL OF
 MT0126'THE WEST-BOUND TRACK, 56 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 MT0126'AT THE CENTER OF A CATTLE GUARD, 4 FEET EAST OF A FENCE CORNER POST,
 MT0126'3.8 FEET SOUTH OF THE SOUTHWEST END OF A WIRE GATE, 2.1 FEET NORTH OF
 MT0126'A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP
 MT0126'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 MT0126
 MT0126                          STATION RECOVERY (1984)
 MT0126
 MT0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0126'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM
 MT0126'(0.8 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MT0126'OFFICE AT MONTELLO, 0.1 KM (0.05 MI) NORTHEAST OF MILEPOLE 661, AT AN
 MT0126'ABANDON ROAD CROSSING, 56.1 METERS (184 FT) NORTHWEST OF THE NORTHWEST
 MT0126'RAIL, 92.0 METERS (302 FT) SOUTHEAST OF THE CENTER OF STATE HIGHWAY
 MT0126'233 AND 0.9 METER (3 FT) SOUTH OF THE SOUTHWEST GATE POST FOR A WIRE
 MT0126'GATE.
 MT0126'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 MT0126'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0181 ***********************************************************************
 JQ0181  DESIGNATION -  F 349
 JQ0181  PID         -  JQ0181
 JQ0181  STATE/COUNTY-  NV/ESMERALDA
 JQ0181  USGS QUAD   -  MILLERS (1987)
 JQ0181
 JQ0181                         *CURRENT SURVEY CONTROL
 JQ0181  ___________________________________________________________________
 JQ0181* NAD 83(1986)-  38 07 44.     (N)    117 27 00.     (W)     SCALED    
 JQ0181* NAVD 88     -      1484.182  (meters)    4869.35   (feet)  ADJUSTED  
 JQ0181  ___________________________________________________________________
 JQ0181  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 JQ0181  DYNAMIC HT  -        1482.599 (meters)    4864.16  (feet)  COMP
 JQ0181  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 JQ0181
 JQ0181  VERT ORDER  -  FIRST     CLASS II
 JQ0181
 JQ0181.The horizontal coordinates were scaled from a topographic map and have
 JQ0181.an estimated accuracy of +/- 6 seconds.
 JQ0181
 JQ0181.The orthometric height was determined by differential leveling
 JQ0181.and adjusted by the National Geodetic Survey in June 1991..
 JQ0181
 JQ0181.The geoid height was determined by GEOID03.
 JQ0181
 JQ0181.The dynamic height is computed by dividing the NAVD 88
 JQ0181.geopotential number by the normal gravity value computed on the
 JQ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0181.degrees latitude (g = 980.6199 gals.).
 JQ0181
 JQ0181.The modeled gravity was interpolated from observed gravity values.
 JQ0181
 JQ0181;                    North         East    Units  Estimated Accuracy
 JQ0181;SPC NV W     - 4,375,520.      899,360.      MT  (+/- 180 meters Scaled)
 JQ0181
 JQ0181                          SUPERSEDED SURVEY CONTROL
 JQ0181
 JQ0181  NGVD 29 (??/??/92) 1483.080  (m)         4865.74   (f) ADJ UNCH    1 2
 JQ0181
 JQ0181.Superseded values are not recommended for survey control.
 JQ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0181.See file dsdata.txt to determine how the superseded data were derived.
 JQ0181
 JQ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC605202(NAD 83)
 JQ0181_MARKER: DB = BENCH MARK DISK
 JQ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0181_STAMPING: F 349 1953
 JQ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0181+STABILITY: SURFACE MOTION
 JQ0181
 JQ0181  HISTORY     - Date     Condition        Report By
 JQ0181  HISTORY     - 1953     MONUMENTED       CGS
 JQ0181  HISTORY     - 1968     GOOD             NGS
 JQ0181  HISTORY     - 1985     GOOD             USGS
 JQ0181
 JQ0181                          STATION DESCRIPTION
 JQ0181
 JQ0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0181'18.4 MI W FROM TONOPAH.
 JQ0181'2.2 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT TONOPAH,
 JQ0181'THENCE 6.6 MILES SOUTHWEST ALONG THE ABANDONED TONOPAH AND GOLDFIELD
 JQ0181'RAILROAD, THENCE 9.6 MILES NORTHWEST ALONG THE ABANDONED TONOPAH AND
 JQ0181'GOLDFIELD RAILROAD, 0.45 MILE SOUTHEAST OF THE ABANDONED MILLERS
 JQ0181'STATION, 72 1/2 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD,
 JQ0181'70 FEET NORTHEAST OF THE CENTER LINE OF THE RAILROAD BED, 2.5 FEET
 JQ0181'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE RAILROAD BED, AND SET IN
 JQ0181'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JQ0181
 JQ0181                          STATION RECOVERY (1968)
 JQ0181
 JQ0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JQ0181'RECOVERED IN GOOD CONDITION.
 JQ0181
 JQ0181                          STATION RECOVERY (1985)
 JQ0181
 JQ0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JQ0181'TONOPAH POST OFFICE (MAIN ST. AND BRYAN AVE.) 13.7 MILES NORTHWEST
 JQ0181'OF, ALONG U.S. HWY. 6 AND 95 TO X-RDS. OF BLADED ROAD SOUTHWEST (AT
 JQ0181'NORTHWEST END OF 'MILLER'S REST AREA'), THENCE (LEFT) SOUTHWEST 0.6
 JQ0181'MILE ALONG BLADED ROAD TO ROAD-FORK, THENCE (LEFT) SOUTH 0.1 MILE
 JQ0181'ALONG ROAD TO ROAD FK AT X-ING OF OLD RAILROAD GRADE, THENCE (LEFT)
 JQ0181'SOUTHEAST 0.35 MILE ALONG ROAD PARALLELING OLD RAILROAD GRADE ON
 JQ0181'NORTH SIDE, AT SOUTHEST SOUTHEAST END OF AT OLD RAILROAD YARD AT
 JQ0181'MILLERS, 72.5 FEET SOUTHWEST OF THE CENTERLINE OF ROAD PARALLELING
 JQ0181'OLD RAILROAD GRADE, 70 FEET NORTHEAST OF CENTERLINE OF OLD RAILROAD
 JQ0181'GRADE. 2.5 FEET NORTH OF A WHITE WOOD WITNESS POST AND ABOUT LEVEL
 JQ0181'WITH OLD RAILROAD GRADE. A STANDARD DISK STAMPED 'F 349 1953' AND SET
 JQ0181'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0071 ***********************************************************************
 JQ0071  DESIGNATION -  F 35
 JQ0071  PID         -  JQ0071
 JQ0071  STATE/COUNTY-  NV/NYE
 JQ0071  USGS QUAD   -  STONE CABIN RANCH (1986)
 JQ0071
 JQ0071                         *CURRENT SURVEY CONTROL
 JQ0071  ___________________________________________________________________
 JQ0071* NAD 83(1986)-  38 08 36.     (N)    116 37 46.     (W)     SCALED    
 JQ0071* NAVD 88     -      1724.543  (meters)    5657.94   (feet)  ADJUSTED  
 JQ0071  ___________________________________________________________________
 JQ0071  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 JQ0071  DYNAMIC HT  -        1722.593 (meters)    5651.54  (feet)  COMP
 JQ0071  MODELED GRAV-     979,438.2   (mgal)                       NAVD 88
 JQ0071
 JQ0071  VERT ORDER  -  FIRST     CLASS II
 JQ0071
 JQ0071.The horizontal coordinates were scaled from a topographic map and have
 JQ0071.an estimated accuracy of +/- 6 seconds.
 JQ0071
 JQ0071.The orthometric height was determined by differential leveling
 JQ0071.and adjusted by the National Geodetic Survey in June 1991..
 JQ0071
 JQ0071.The geoid height was determined by GEOID03.
 JQ0071
 JQ0071.The dynamic height is computed by dividing the NAVD 88
 JQ0071.geopotential number by the normal gravity value computed on the
 JQ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0071.degrees latitude (g = 980.6199 gals.).
 JQ0071
 JQ0071.The modeled gravity was interpolated from observed gravity values.
 JQ0071
 JQ0071;                    North         East    Units  Estimated Accuracy
 JQ0071;SPC NV C     - 6,376,510.      503,260.      MT  (+/- 180 meters Scaled)
 JQ0071
 JQ0071                          SUPERSEDED SURVEY CONTROL
 JQ0071
 JQ0071  NGVD 29 (??/??/92) 1723.381  (m)         5654.13   (f) ADJ UNCH    1 2
 JQ0071
 JQ0071.Superseded values are not recommended for survey control.
 JQ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0071.See file dsdata.txt to determine how the superseded data were derived.
 JQ0071
 JQ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC324217(NAD 83)
 JQ0071_MARKER: DB = BENCH MARK DISK
 JQ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0071_STAMPING: 5654.175 F 35 1933
 JQ0071_MARK LOGO: CGS   
 JQ0071_PROJECTION: PROJECTING 25 CENTIMETERS
 JQ0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0071+STABILITY: SURFACE MOTION
 JQ0071
 JQ0071  HISTORY     - Date     Condition        Report By
 JQ0071  HISTORY     - 1933     MONUMENTED       CGS
 JQ0071  HISTORY     - 1934     GOOD             NGS
 JQ0071  HISTORY     - 1982     GOOD             USGS
 JQ0071  HISTORY     - 1984     GOOD             NGS
 JQ0071
 JQ0071                          STATION DESCRIPTION
 JQ0071
 JQ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0071'0.9 MI E FROM CLARK STATION.
 JQ0071'ABOUT 0.9 MILE EAST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM CLARK
 JQ0071'STATION, NYE COUNTY, AND 57 FEET NORTH OF THE CENTER LINE OF THE
 JQ0071'HIGHWAY.  A STANDARD DISK, STAMPED 5654.175 F 35 1933 AND SET IN THE
 JQ0071'TOP OF A CONCRETE POST PROJECTING ABOUT 9 INCHES ABOVE GROUND.
 JQ0071
 JQ0071                          STATION RECOVERY (1934)
 JQ0071
 JQ0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JQ0071'RECOVERED IN GOOD CONDITION.
 JQ0071
 JQ0071                          STATION RECOVERY (1982)
 JQ0071
 JQ0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JQ0071'BENCH MARK IS LOCATED ABOUT 0.9 MILE EAST ALONG US 6 FROM FIVE MILE
 JQ0071'SPRING ABOUT 93 METERS NORTH OF THE CENTERLINE OF THE HIGHWAY. A
 JQ0071'STANDARD TABLET PROJECTING 0.23 METER ABOVE GROUND.
 JQ0071
 JQ0071                          STATION RECOVERY (1984)
 JQ0071
 JQ0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0071'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0071'24.45 KM (15.3 MI) WEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0071'STATE HIGHWAY 375 AT WARM SPRINGS, ALSO 55.5 KM (34.5 MI) EAST OF
 JQ0071'TONOPAH, 1.4 KM (0.9 MI) EAST OF THE FIVE MILE RANCH HOUSE, 0.35 KM
 JQ0071'(0.2 MI) EAST OF MILEPOST 36 AND 85.6 METERS (281 FT) NORTH OF THE
 JQ0071'HIGHWAY CENTERLINE.
 JQ0071'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 JQ0071'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0576 ***********************************************************************
 JQ0576  DESIGNATION -  F 35
 JQ0576  PID         -  JQ0576
 JQ0576  STATE/COUNTY-  NV/NYE
 JQ0576  USGS QUAD   -  STONE CABIN RANCH NE (1986)
 JQ0576
 JQ0576                         *CURRENT SURVEY CONTROL
 JQ0576  ___________________________________________________________________
 JQ0576* NAD 83(1994)-  38 08 40.63898(N)    116 37 31.04079(W)     ADJUSTED  
 JQ0576* NAVD 88     -      1724.54   (+/-2cm)    5657.9    (feet)  VERTCON   
 JQ0576  ___________________________________________________________________
 JQ0576  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 JQ0576  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 JQ0576
 JQ0576  HORZ ORDER  -  SECOND
 JQ0576  VERT ORDER  -  THIRD ? (See Below)
 JQ0576
 JQ0576.The horizontal coordinates were established by classical geodetic methods
 JQ0576.and adjusted by the National Geodetic Survey in June 1998..
 JQ0576
 JQ0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0576.The vertical order pertains to the NGVD 29 superseded value.
 JQ0576
 JQ0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0576
 JQ0576.The geoid height was determined by GEOID03.
 JQ0576
 JQ0576;                    North         East     Units Scale Factor Converg.
 JQ0576;SPC NV C     - 6,376,655.553   503,626.781   MT  0.99990016   +0 01 32.0
 JQ0576;SPC NV C     -20,920,744.09  1,652,315.53   sFT  0.99990016   +0 01 32.0
 JQ0576;SPC NV E     - 8,377,167.696   108,670.407   MT  1.00000270   -0 38 37.0
 JQ0576;SPC NV E     -27,484,091.02    356,529.49   sFT  1.00000270   -0 38 37.0
 JQ0576;UTM  11      - 4,221,927.637   532,833.958   MT  0.99961328   +0 13 53.2
 JQ0576
 JQ0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0576!SPC NV C     -   0.99973331  x   0.99990016  =   0.99963350
 JQ0576!SPC NV E     -   0.99973331  x   1.00000270  =   0.99973601
 JQ0576!UTM  11      -   0.99973331  x   0.99961328  =   0.99934670
 JQ0576
 JQ0576:                Primary Azimuth Mark                     Grid Az
 JQ0576:SPC NV C     -  D 35                                     081 09 05.6
 JQ0576:SPC NV E     -  D 35                                     081 49 14.6
 JQ0576:UTM  11      -  D 35                                     080 56 44.4
 JQ0576
 JQ0576|---------------------------------------------------------------------|
 JQ0576| PID    Reference Object                     Distance      Geod. Az  |
 JQ0576|                                                           dddmmss.s |
 JQ0576| JQ0069 D 35                                APPROX. 6.8 KM 0811037.6 |
 JQ0576| DD5384 F 35 RM 2                            13.997 METERS 17712     |
 JQ0576| DD5383 F 35 RM 1                            16.215 METERS 26110     |
 JQ0576|---------------------------------------------------------------------|
 JQ0576
 JQ0576                          SUPERSEDED SURVEY CONTROL
 JQ0576
 JQ0576  NAD 83(1986)-  38 08 40.63615(N)    116 37 31.04710(W) AD(       ) 2
 JQ0576  NAD 27      -  38 08 40.86686(N)    116 37 27.83565(W) AD(       ) 2
 JQ0576  NGVD 29 (07/19/86) 1723.38   (m)         5654.1    (f) LEVELING    3  
 JQ0576
 JQ0576.Superseded values are not recommended for survey control.
 JQ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0576.See file dsdata.txt to determine how the superseded data were derived.
 JQ0576
 JQ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC3283421928(NAD 83)
 JQ0576_MARKER: DB = BENCH MARK DISK
 JQ0576_SETTING: 0 = UNSPECIFIED SETTING
 JQ0576
 JQ0576  HISTORY     - Date     Condition        Report By
 JQ0576  HISTORY     - 1967     MONUMENTED       CGS
 JQ0576
 JQ0576                          STATION DESCRIPTION
 JQ0576
 JQ0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (BAR)
 JQ0576'LOCATED ABOUT 6 MI. N. AND 33 MI. E. OF TONOPAH, NEVADA.  ABOUT
 JQ0576'3 MI. S. AND 14 MI. W. OF WARM SPRINGS.  ABOUT 0.8 MI. E. OF A LONE
 JQ0576'RANCH HOUSE.  ABOUT 250 FT. N. OF CENTERLINE U.S. HIGHWAY 6.  ABOUT
 JQ0576'57 FT. N. OF CENTERLINE OLD ABANDONED HIGHWAY, IN STONE CABIN
 JQ0576'VALLEY.
 JQ0576'
 JQ0576'TO REACH FROM WARM SPRINGS, NEVADA DRIVE S. AND W. ALONG
 JQ0576'U.S. HIGHWAY 6 FOR 14.6 MI.  THENCE 250 FT. N. TO STATION MARK.
 JQ0576'
 JQ0576'STATION MARK--A STANDARD C AND GS BENCH MARK DISK STAMPED
 JQ0576'5654.175 F 35 1933 SET IN THE TOP OF A CONCRETE POST PROJECTING 9
 JQ0576'IN. ABOVE THE GROUND.
 JQ0576'
 JQ0576'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 JQ0576'STAMPED NO 1 1967 ON TOP OF A COPPER-COATED ROD FLUSH WITH
 JQ0576'THE GROUND SURROUNDED BY A 6-1/2 IN. PLASTIC PIPE PROJECTING
 JQ0576'0.1 FT.
 JQ0576'
 JQ0576'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 JQ0576'STAMPED NO 2 1967 ON TOP OF A COPPER-COATED ROD FLUSH WITH
 JQ0576'THE GROUND SURROUNDED BY A 6-1/2 IN. PLASTIC PIPE PROJECTING
 JQ0576'0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0264 ***********************************************************************
 JQ0264  DESIGNATION -  F 350
 JQ0264  PID         -  JQ0264
 JQ0264  STATE/COUNTY-  NV/ESMERALDA
 JQ0264  USGS QUAD   -  COALDALE (1980)
 JQ0264
 JQ0264                         *CURRENT SURVEY CONTROL
 JQ0264  ___________________________________________________________________
 JQ0264* NAD 83(1986)-  38 02 33.     (N)    117 53 43.     (W)     SCALED    
 JQ0264* NAVD 88     -      1394.728  (meters)    4575.87   (feet)  ADJUSTED  
 JQ0264  ___________________________________________________________________
 JQ0264  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 JQ0264  DYNAMIC HT  -        1393.250 (meters)    4571.02  (feet)  COMP
 JQ0264  MODELED GRAV-     979,522.2   (mgal)                       NAVD 88
 JQ0264
 JQ0264  VERT ORDER  -  FIRST     CLASS II
 JQ0264
 JQ0264.The horizontal coordinates were scaled from a topographic map and have
 JQ0264.an estimated accuracy of +/- 6 seconds.
 JQ0264
 JQ0264.The orthometric height was determined by differential leveling
 JQ0264.and adjusted by the National Geodetic Survey in June 1991..
 JQ0264
 JQ0264.The geoid height was determined by GEOID03.
 JQ0264
 JQ0264.The dynamic height is computed by dividing the NAVD 88
 JQ0264.geopotential number by the normal gravity value computed on the
 JQ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0264.degrees latitude (g = 980.6199 gals.).
 JQ0264
 JQ0264.The modeled gravity was interpolated from observed gravity values.
 JQ0264
 JQ0264;                    North         East    Units  Estimated Accuracy
 JQ0264;SPC NV W     - 4,365,540.      860,390.      MT  (+/- 180 meters Scaled)
 JQ0264
 JQ0264                          SUPERSEDED SURVEY CONTROL
 JQ0264
 JQ0264  NGVD 29 (??/??/92) 1393.622  (m)         4572.24   (f) ADJ UNCH    1 2
 JQ0264
 JQ0264.Superseded values are not recommended for survey control.
 JQ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0264.See file dsdata.txt to determine how the superseded data were derived.
 JQ0264
 JQ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC214109(NAD 83)
 JQ0264_MARKER: DB = BENCH MARK DISK
 JQ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0264_STAMPING: F 350 1953
 JQ0264_MARK LOGO: CGS   
 JQ0264_PROJECTION: PROJECTING 10 CENTIMETERS
 JQ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0264+STABILITY: SURFACE MOTION
 JQ0264
 JQ0264  HISTORY     - Date     Condition        Report By
 JQ0264  HISTORY     - 1953     MONUMENTED       CGS
 JQ0264  HISTORY     - 1984     GOOD             NGS
 JQ0264
 JQ0264                          STATION DESCRIPTION
 JQ0264
 JQ0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0264'IN COALDALE AIRPORT.
 JQ0264'AT COALDALE AIRPORT, 0.8 MILE NORTHWEST ALONG U. S. HIGHWAY 95 FROM
 JQ0264'THE JUNCTION OF U. S. HIGHWAY 6, 66 FEET NORTHWEST OF THE SOUTHEAST
 JQ0264'END OF THE V FORMED BY THE INTERSECTION OF THE EAST-WEST AND
 JQ0264'NORTHWEST-SOUTHEAST RUNWAYS, 85 FEET NORTHWEST OF THE CENTER LINE OF
 JQ0264'THE EAST-WEST RUNWAY, 59 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JQ0264'NORTHWEST-SOUTHEAST RUNWAY, 1.9 FEET SOUTHEAST OF A WITNESS POST,
 JQ0264'ABOUT LEVEL WITH THE RUNWAYS, AND SET IN THE TOP OF A CONCRETE POST
 JQ0264'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JQ0264
 JQ0264                          STATION RECOVERY (1984)
 JQ0264
 JQ0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0264'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.45 KM
 JQ0264'(0.9 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF US HIGHWAY
 JQ0264'6 AT COALDALE, AT THE JUNCTION OF RUNWAYS FOR THE ABANDON COALDALE
 JQ0264'AIRPORT, 116.6 METERS (382.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE
 JQ0264'AND 32.0 METERS (105 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 JQ0264'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 JQ0264'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0201 ***********************************************************************
 LR0201  DESIGNATION -  F 351
 LR0201  PID         -  LR0201
 LR0201  STATE/COUNTY-  NV/LANDER
 LR0201  USGS QUAD   -  BATEMAN SPRING (1986)
 LR0201
 LR0201                         *CURRENT SURVEY CONTROL
 LR0201  ___________________________________________________________________
 LR0201* NAD 83(1986)-  40 36 46.     (N)    116 50 18.     (W)     SCALED    
 LR0201* NAVD 88     -      1381.098  (meters)    4531.15   (feet)  ADJUSTED  
 LR0201  ___________________________________________________________________
 LR0201  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 LR0201  DYNAMIC HT  -        1379.966 (meters)    4527.44  (feet)  COMP
 LR0201  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 LR0201
 LR0201  VERT ORDER  -  FIRST     CLASS II
 LR0201
 LR0201.The horizontal coordinates were scaled from a topographic map and have
 LR0201.an estimated accuracy of +/- 6 seconds.
 LR0201
 LR0201.The orthometric height was determined by differential leveling
 LR0201.and adjusted by the National Geodetic Survey in June 1991..
 LR0201
 LR0201.The geoid height was determined by GEOID03.
 LR0201
 LR0201.The dynamic height is computed by dividing the NAVD 88
 LR0201.geopotential number by the normal gravity value computed on the
 LR0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0201.degrees latitude (g = 980.6199 gals.).
 LR0201
 LR0201.The modeled gravity was interpolated from observed gravity values.
 LR0201
 LR0201;                    North         East    Units  Estimated Accuracy
 LR0201;SPC NV C     - 6,650,660.      485,470.      MT  (+/- 180 meters Scaled)
 LR0201
 LR0201                          SUPERSEDED SURVEY CONTROL
 LR0201
 LR0201  NGVD 29 (??/??/92) 1380.022  (m)         4527.62   (f) ADJ UNCH    1 2
 LR0201
 LR0201.Superseded values are not recommended for survey control.
 LR0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0201.See file dsdata.txt to determine how the superseded data were derived.
 LR0201
 LR0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE136957(NAD 83)
 LR0201_MARKER: DB = BENCH MARK DISK
 LR0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0201_STAMPING: F 351 1953
 LR0201_MARK LOGO: CGS   
 LR0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0201+STABILITY: SURFACE MOTION
 LR0201
 LR0201  HISTORY     - Date     Condition        Report By
 LR0201  HISTORY     - 1953     MONUMENTED       CGS
 LR0201  HISTORY     - 1984     GOOD             NGS
 LR0201
 LR0201                          STATION DESCRIPTION
 LR0201
 LR0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0201'5.7 MI SE FROM BATTLE MOUNTAIN.
 LR0201'5.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0201'THE STATION AT BATTLE MOUNTAIN, 0.4 MILE (11 POLES) WEST OF MILEPOLE
 LR0201'482, 11 1/2 RAILS EAST OF SEMAPHORE 4815, 166.3 FEET NORTH OF THE
 LR0201'CENTER LINE OF U. S. HIGHWAY 40, 62.4 FEET SOUTH OF THE SOUTH RAIL, 16
 LR0201'FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 4 FEET WEST OF A
 LR0201'TELEGRAPH POLE, 1.6 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER
 LR0201'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 LR0201'FOOT ABOVE THE GROUND.
 LR0201
 LR0201                          STATION RECOVERY (1984)
 LR0201
 LR0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0002 ***********************************************************************
 LR0002  DESIGNATION -  F 352
 LR0002  PID         -  LR0002
 LR0002  STATE/COUNTY-  NV/EUREKA
 LR0002  USGS QUAD   -  BOBS FLAT (1986)
 LR0002
 LR0002                         *CURRENT SURVEY CONTROL
 LR0002  ___________________________________________________________________
 LR0002* NAD 83(1986)-  40 38 13.     (N)    116 29 45.     (W)     SCALED    
 LR0002* NAVD 88     -      1424.076  (meters)    4672.16   (feet)  ADJUSTED  
 LR0002  ___________________________________________________________________
 LR0002  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 LR0002  DYNAMIC HT  -        1422.933 (meters)    4668.41  (feet)  COMP
 LR0002  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 LR0002
 LR0002  VERT ORDER  -  FIRST     CLASS II
 LR0002
 LR0002.The horizontal coordinates were scaled from a topographic map and have
 LR0002.an estimated accuracy of +/- 6 seconds.
 LR0002
 LR0002.The orthometric height was determined by differential leveling
 LR0002.and adjusted by the National Geodetic Survey in June 1991..
 LR0002
 LR0002.The geoid height was determined by GEOID03.
 LR0002
 LR0002.The dynamic height is computed by dividing the NAVD 88
 LR0002.geopotential number by the normal gravity value computed on the
 LR0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0002.degrees latitude (g = 980.6199 gals.).
 LR0002
 LR0002.The modeled gravity was interpolated from observed gravity values.
 LR0002
 LR0002;                    North         East    Units  Estimated Accuracy
 LR0002;SPC NV E     - 8,653,730.      122,810.      MT  (+/- 180 meters Scaled)
 LR0002
 LR0002                          SUPERSEDED SURVEY CONTROL
 LR0002
 LR0002  NGVD 29 (??/??/92) 1423.011  (m)         4668.66   (f) ADJ UNCH    1 2
 LR0002
 LR0002.Superseded values are not recommended for survey control.
 LR0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0002.See file dsdata.txt to determine how the superseded data were derived.
 LR0002
 LR0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE426985(NAD 83)
 LR0002_MARKER: DB = BENCH MARK DISK
 LR0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LR0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LR0002_STAMPING: F 352 1953
 LR0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0002
 LR0002  HISTORY     - Date     Condition        Report By
 LR0002  HISTORY     - 1953     MONUMENTED       CGS
 LR0002
 LR0002                          STATION DESCRIPTION
 LR0002
 LR0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0002'3.1 MI N FROM BEOWAWE.
 LR0002'3.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0002'STATION AT BEOWAWE, 0.1 MILE SOUTH OF THE CROSSING OF A DIRT ROAD, 3
 LR0002'1/2 FEET SOUTH OF MILEPOLE 505, 104.6 FEET WEST OF THE WEST RAIL OF
 LR0002'THE WESTERN PACIFIC RAILROAD, 40.3 FEET EAST OF THE EAST RAIL OF THE
 LR0002'SOUTHERN PACIFIC COMPANY RAILROAD, 1.2 FEET NORTH OF A WITNESS POST,
 LR0002'ABOUT 3 FEET LOWER THAN THE TRACKS, AND BRAZED ON TOP OF A 3 1/2-INCH
 LR0002'IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0028 ***********************************************************************
 LR0028  DESIGNATION -  F 353
 LR0028  PID         -  LR0028
 LR0028  STATE/COUNTY-  NV/EUREKA
 LR0028  USGS QUAD   -  PALISADE (1985)
 LR0028
 LR0028                         *CURRENT SURVEY CONTROL
 LR0028  ___________________________________________________________________
 LR0028* NAD 83(1986)-  40 37 23.     (N)    116 10 48.     (W)     SCALED    
 LR0028* NAVD 88     -      1481.501  (meters)    4860.56   (feet)  ADJUSTED  
 LR0028  ___________________________________________________________________
 LR0028  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 LR0028  DYNAMIC HT  -        1480.286 (meters)    4856.57  (feet)  COMP
 LR0028  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 LR0028
 LR0028  VERT ORDER  -  FIRST     CLASS II
 LR0028
 LR0028.The horizontal coordinates were scaled from a topographic map and have
 LR0028.an estimated accuracy of +/- 6 seconds.
 LR0028
 LR0028.The orthometric height was determined by differential leveling
 LR0028.and adjusted by the National Geodetic Survey in June 1991..
 LR0028
 LR0028.The geoid height was determined by GEOID03.
 LR0028
 LR0028.The dynamic height is computed by dividing the NAVD 88
 LR0028.geopotential number by the normal gravity value computed on the
 LR0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0028.degrees latitude (g = 980.6199 gals.).
 LR0028
 LR0028.The modeled gravity was interpolated from observed gravity values.
 LR0028
 LR0028;                    North         East    Units  Estimated Accuracy
 LR0028;SPC NV E     - 8,651,960.      149,520.      MT  (+/- 180 meters Scaled)
 LR0028
 LR0028                          SUPERSEDED SURVEY CONTROL
 LR0028
 LR0028  NGVD 29 (??/??/92) 1480.419  (m)         4857.01   (f) ADJ UNCH    1 2
 LR0028
 LR0028.Superseded values are not recommended for survey control.
 LR0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0028.See file dsdata.txt to determine how the superseded data were derived.
 LR0028
 LR0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE693972(NAD 83)
 LR0028_MARKER: DB = BENCH MARK DISK
 LR0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LR0028_SP_SET: CONCRETE BASE
 LR0028_STAMPING: F 353 1953
 LR0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0028
 LR0028  HISTORY     - Date     Condition        Report By
 LR0028  HISTORY     - 1953     MONUMENTED       CGS
 LR0028
 LR0028                          STATION DESCRIPTION
 LR0028
 LR0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0028'1.0 MI NE FROM PALISADE.
 LR0028'1.0 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0028'THE STATION AT PALISADE, AT A ROCK QUARRY, AT A GRAVEL BIN, SET
 LR0028'VERTICALLY IN THE SOUTH FACE OF THE CONCRETE BASE OF THE SOUTHEAST
 LR0028'SUPPORT, 18.6 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 4.4 FEET
 LR0028'NORTH OF THE NORTH RAIL OF A SPUR TRACK, ABOUT 4 FEET HIGHER THAN THE
 LR0028'TRACK, AND 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0456 ***********************************************************************
 LQ0456  DESIGNATION -  F 354
 LQ0456  PID         -  LQ0456
 LQ0456  STATE/COUNTY-  NV/ELKO
 LQ0456  USGS QUAD   -  OSINO (1982)
 LQ0456
 LQ0456                         *CURRENT SURVEY CONTROL
 LQ0456  ___________________________________________________________________
 LQ0456* NAD 83(1986)-  40 54 24.     (N)    115 41 43.     (W)     SCALED    
 LQ0456* NAVD 88     -      1562.206  (meters)    5125.34   (feet)  ADJUSTED  
 LQ0456  ___________________________________________________________________
 LQ0456  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 LQ0456  DYNAMIC HT  -        1560.916 (meters)    5121.11  (feet)  COMP
 LQ0456  MODELED GRAV-     979,743.8   (mgal)                       NAVD 88
 LQ0456
 LQ0456  VERT ORDER  -  FIRST     CLASS II
 LQ0456
 LQ0456.The horizontal coordinates were scaled from a topographic map and have
 LQ0456.an estimated accuracy of +/- 6 seconds.
 LQ0456
 LQ0456.The orthometric height was determined by differential leveling
 LQ0456.and adjusted by the National Geodetic Survey in June 1991..
 LQ0456
 LQ0456.The geoid height was determined by GEOID03.
 LQ0456
 LQ0456.The dynamic height is computed by dividing the NAVD 88
 LQ0456.geopotential number by the normal gravity value computed on the
 LQ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0456.degrees latitude (g = 980.6199 gals.).
 LQ0456
 LQ0456.The modeled gravity was interpolated from observed gravity values.
 LQ0456
 LQ0456;                    North         East    Units  Estimated Accuracy
 LQ0456;SPC NV E     - 8,683,290.      190,570.      MT  (+/- 180 meters Scaled)
 LQ0456
 LQ0456                          SUPERSEDED SURVEY CONTROL
 LQ0456
 LQ0456  NGVD 29 (??/??/92) 1561.067  (m)         5121.60   (f) ADJ UNCH    1 2
 LQ0456
 LQ0456.Superseded values are not recommended for survey control.
 LQ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0456.See file dsdata.txt to determine how the superseded data were derived.
 LQ0456
 LQ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF098292(NAD 83)
 LQ0456_MARKER: DB = BENCH MARK DISK
 LQ0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0456_STAMPING: F 354 1953
 LQ0456_MARK LOGO: CGS   
 LQ0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0456+STABILITY: SURFACE MOTION
 LQ0456
 LQ0456  HISTORY     - Date     Condition        Report By
 LQ0456  HISTORY     - 1953     MONUMENTED       CGS
 LQ0456  HISTORY     - 1984     GOOD             NGS
 LQ0456
 LQ0456                          STATION DESCRIPTION
 LQ0456
 LQ0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LQ0456'6.4 MI NE FROM ELKO.
 LQ0456'6.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LQ0456'THE STATION AT ELKO, 46.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 38.1
 LQ0456'FEET WEST OF THE WEST CORNER OF SEMAPHORE 5623, 26.2 FEET SOUTHEAST OF
 LQ0456'A FENCE, 4 FEET SOUTHWEST OF TELEGRAPH POLE 23B, 2.2 FEET NORTH OF A
 LQ0456'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 LQ0456'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LQ0456
 LQ0456                          STATION RECOVERY (1984)
 LQ0456
 LQ0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0456'RECOVERED IN GOOD CONDITION.  THE SIGNAL HAS BEEN REMOVED FROM ITS
 LQ0456'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0421 ***********************************************************************
 MT0421  DESIGNATION -  F 355
 MT0421  PID         -  MT0421
 MT0421  STATE/COUNTY-  NV/ELKO
 MT0421  USGS QUAD   -  HERDER CREEK (1967)
 MT0421
 MT0421                         *CURRENT SURVEY CONTROL
 MT0421  ___________________________________________________________________
 MT0421* NAD 83(1986)-  41 06 13.     (N)    115 11 47.     (W)     SCALED    
 MT0421* NAVD 88     -      1648.199  (meters)    5407.47   (feet)  ADJUSTED  
 MT0421  ___________________________________________________________________
 MT0421  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 MT0421  DYNAMIC HT  -        1646.826 (meters)    5402.96  (feet)  COMP
 MT0421  MODELED GRAV-     979,733.6   (mgal)                       NAVD 88
 MT0421
 MT0421  VERT ORDER  -  FIRST     CLASS II
 MT0421
 MT0421.The horizontal coordinates were scaled from a topographic map and have
 MT0421.an estimated accuracy of +/- 6 seconds.
 MT0421
 MT0421.The orthometric height was determined by differential leveling
 MT0421.and adjusted by the National Geodetic Survey in June 1991..
 MT0421
 MT0421.The geoid height was determined by GEOID03.
 MT0421
 MT0421.The dynamic height is computed by dividing the NAVD 88
 MT0421.geopotential number by the normal gravity value computed on the
 MT0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0421.degrees latitude (g = 980.6199 gals.).
 MT0421
 MT0421.The modeled gravity was interpolated from observed gravity values.
 MT0421
 MT0421;                    North         East    Units  Estimated Accuracy
 MT0421;SPC NV E     - 8,705,220.      232,500.      MT  (+/- 180 meters Scaled)
 MT0421
 MT0421                          SUPERSEDED SURVEY CONTROL
 MT0421
 MT0421  NGVD 29 (??/??/92) 1647.020  (m)         5403.60   (f) ADJ UNCH    1 2
 MT0421
 MT0421.Superseded values are not recommended for survey control.
 MT0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0421.See file dsdata.txt to determine how the superseded data were derived.
 MT0421
 MT0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF514518(NAD 83)
 MT0421_MARKER: DB = BENCH MARK DISK
 MT0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0421_STAMPING: F 355 1953
 MT0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0421+STABILITY: SURFACE MOTION
 MT0421
 MT0421  HISTORY     - Date     Condition        Report By
 MT0421  HISTORY     - 1953     MONUMENTED       CGS
 MT0421
 MT0421                          STATION DESCRIPTION
 MT0421
 MT0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0421'4.8 MI NE FROM DEETH.
 MT0421'4.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0421'THE STATION AT DEETH, 0.4 MILE NORTHEAST OF MILEPOLE 594, 93.1 FEET
 MT0421'EAST OF THE NARD SIDING SIGN, 41.1 FEET SOUTHEAST OF THE SOUTHEAST
 MT0421'RAIL OF THE WESTERN PACIFIC RAILROAD TRACK, 53.8 FEET NORTHWEST OF A
 MT0421'FENCE, 2.8 FEET NORTHEAST OF TELEGRAPH POLE F 48, 1.9 FEET SOUTHWEST
 MT0421'OF A WITNESS POST, ABOUT 7 FEET LOWER THAN THE TRACK, AND SET IN THE
 MT0421'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0942 ***********************************************************************
 KR0942  DESIGNATION -  F 357
 KR0942  PID         -  KR0942
 KR0942  STATE/COUNTY-  NV/WASHOE
 KR0942  USGS QUAD   -  WASHOE CITY (1994)
 KR0942
 KR0942                         *CURRENT SURVEY CONTROL
 KR0942  ___________________________________________________________________
 KR0942* NAD 83(1986)-  39 19 47.     (N)    119 48 00.     (W)     SCALED    
 KR0942* NAVD 88     -      1537.43   (+/-2cm)    5044.1    (feet)  VERTCON   
 KR0942  ___________________________________________________________________
 KR0942  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KR0942
 KR0942  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0942
 KR0942.The horizontal coordinates were scaled from a topographic map and have
 KR0942.an estimated accuracy of +/- 6 seconds.
 KR0942
 KR0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0942.The vertical order pertains to the NGVD 29 superseded value.
 KR0942
 KR0942.The geoid height was determined by GEOID03.
 KR0942
 KR0942;                    North         East    Units  Estimated Accuracy
 KR0942;SPC NV W     - 4,508,910.      695,100.      MT  (+/- 180 meters Scaled)
 KR0942
 KR0942                          SUPERSEDED SURVEY CONTROL
 KR0942
 KR0942  NGVD 29 (??/??/92) 1536.299  (m)         5040.34   (f) ADJ UNCH    1 2
 KR0942
 KR0942.Superseded values are not recommended for survey control.
 KR0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0942.See file dsdata.txt to determine how the superseded data were derived.
 KR0942
 KR0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD586571(NAD 83)
 KR0942_MARKER: DB = BENCH MARK DISK
 KR0942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0942_SP_SET: CULVERT
 KR0942_STAMPING: F 357 1953
 KR0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0942
 KR0942  HISTORY     - Date     Condition        Report By
 KR0942  HISTORY     - 1953     MONUMENTED       CGS
 KR0942  HISTORY     - 1955     GOOD             NGS
 KR0942  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR0942
 KR0942                          STATION DESCRIPTION
 KR0942
 KR0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0942'5.3 MI SW FROM STEAMBOAT.
 KR0942'0.1 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 KR0942'STEAMBOAT, THENCE 5.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 395, AT THE
 KR0942'FORMER SITE OF WASHOE CITY, AT THE CROSSING OF THE ABANDONED VIRGINIA
 KR0942'AND TRUCKEE RAILROAD, AT A 36-INCH CORRUGATED METAL PIPE CULVERT UNDER
 KR0942'THE RAILROAD BED, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 KR0942'HEAD WALL, 71 1/2 FEET SOUTHWEST OF TELEPHONE POLE 325, 48.0 FEET WEST
 KR0942'OF THE WEST CORNER OF AN ABANDONED BRICK BUILDING, 43 1/2 FEET NORTH
 KR0942'OF TELEPHONE POLE 326, 41.2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KR0942'HIGHWAY, 17 1/2 FEET WEST OF THE CENTER LINE OF THE OLD RAILROAD BED,
 KR0942'ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 KR0942
 KR0942                          STATION RECOVERY (1955)
 KR0942
 KR0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KR0942'RECOVERED IN GOOD CONDITION.
 KR0942
 KR0942                          STATION RECOVERY (2003)
 KR0942
 KR0942'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0942'NEW BRIDGE AND LAKE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0943 ***********************************************************************
 KR0943  DESIGNATION -  F 357 RESET
 KR0943  PID         -  KR0943
 KR0943  STATE/COUNTY-  NV/WASHOE
 KR0943  USGS QUAD   -  WASHOE CITY (1994)
 KR0943
 KR0943                         *CURRENT SURVEY CONTROL
 KR0943  ___________________________________________________________________
 KR0943* NAD 83(1986)-  39 19 47.     (N)    119 48 00.     (W)     SCALED    
 KR0943* NAVD 88     -      1537.39   (+/-2cm)    5043.9    (feet)  VERTCON   
 KR0943  ___________________________________________________________________
 KR0943  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KR0943
 KR0943  VERT ORDER  -  THIRD (See Below)
 KR0943
 KR0943.The horizontal coordinates were scaled from a topographic map and have
 KR0943.an estimated accuracy of +/- 6 seconds.
 KR0943
 KR0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0943.The vertical order pertains to the NGVD 29 superseded value.
 KR0943
 KR0943.The geoid height was determined by GEOID03.
 KR0943
 KR0943;                    North         East    Units  Estimated Accuracy
 KR0943;SPC NV W     - 4,508,910.      695,100.      MT  (+/- 180 meters Scaled)
 KR0943
 KR0943                          SUPERSEDED SURVEY CONTROL
 KR0943
 KR0943  NGVD 29 (07/31/00) 1536.26   (m)         5040.2    (f) RESET       3  
 KR0943
 KR0943.Superseded values are not recommended for survey control.
 KR0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0943.See file dsdata.txt to determine how the superseded data were derived.
 KR0943
 KR0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD586571(NAD 83)
 KR0943_MARKER: DD = SURVEY DISK
 KR0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0943_SP_SET: CULVERT
 KR0943_STAMPING: F 357 RESET 1968
 KR0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0943
 KR0943  HISTORY     - Date     Condition        Report By
 KR0943  HISTORY     - 1968     MONUMENTED       NVDH
 KR0943  HISTORY     - 1969     GOOD             NVDH
 KR0943
 KR0943                          STATION DESCRIPTION
 KR0943
 KR0943'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1969
 KR0943'5.3 MI SW FROM STEAMBOAT.
 KR0943'ABOUT 0.1 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 KR0943'SEAMBOAT, THENCE 5.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 395, AT THE
 KR0943'FORMER SITE OF WASHOE CITY, AT THE CROSSING OF THE ABANDONED VIRGINIA
 KR0943'AND TRUCKEE RAILROAD, AT A 36-INCH CORRUGATED PIPE CULVERT UNDER THE
 KR0943'RAILROAD BED, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 KR0943'HEADWALL, 71.5 FEET SOUTHWEST OF TELEPHONE POLE 325, 48.0 FEET WEST OF
 KR0943'THE WEST CORNER OF AN ABANDONED BRICK BUILDING, 43.5 FEET NORTH OF
 KR0943'TELEPHONE POLE 326, 41.2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KR0943'HIGHWAY, 17.5 FEET WEST OF THE CENTER LINE OF THE OLD ABANDONED
 KR0943'RAILROAD BED, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  THE RESET MARK
 KR0943'IS SET NEARBY.  NOTE-- (USE WITH CAUTION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1027 ***********************************************************************
 KR1027  DESIGNATION -  F 358
 KR1027  PID         -  KR1027
 KR1027  STATE/COUNTY-  NV/LYON
 KR1027  USGS QUAD   -  DAYTON (1993)
 KR1027
 KR1027                         *CURRENT SURVEY CONTROL
 KR1027  ___________________________________________________________________
 KR1027* NAD 83(1986)-  39 14 28.     (N)    119 34 17.     (W)     SCALED    
 KR1027* NAVD 88     -      1334.96   (+/-2cm)    4379.8    (feet)  VERTCON   
 KR1027  ___________________________________________________________________
 KR1027  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 KR1027
 KR1027  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1027
 KR1027.The horizontal coordinates were scaled from a topographic map and have
 KR1027.an estimated accuracy of +/- 6 seconds.
 KR1027
 KR1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1027.The vertical order pertains to the NGVD 29 superseded value.
 KR1027
 KR1027.The geoid height was determined by GEOID03.
 KR1027
 KR1027;                    North         East    Units  Estimated Accuracy
 KR1027;SPC NV W     - 4,498,830.      714,710.      MT  (+/- 180 meters Scaled)
 KR1027
 KR1027                          SUPERSEDED SURVEY CONTROL
 KR1027
 KR1027  NGVD 29 (??/??/92) 1333.903  (m)         4376.31   (f) ADJ UNCH    1 2
 KR1027
 KR1027.Superseded values are not recommended for survey control.
 KR1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1027.See file dsdata.txt to determine how the superseded data were derived.
 KR1027
 KR1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD780466(NAD 83)
 KR1027_MARKER: DB = BENCH MARK DISK
 KR1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1027_STAMPING: F 358 1953
 KR1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1027+STABILITY: SURFACE MOTION
 KR1027
 KR1027  HISTORY     - Date     Condition        Report By
 KR1027  HISTORY     - 1953     MONUMENTED       CGS
 KR1027  HISTORY     - 1955     GOOD             NGS
 KR1027
 KR1027                          STATION DESCRIPTION
 KR1027
 KR1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR1027'1.2 MI E FROM DAYTON.
 KR1027'1.2 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT DAYTON,
 KR1027'AT THE CROSSING OF A POWER LINE, AT THE T JUNCTION OF A DIRT ROAD
 KR1027'LEADING SOUTHEAST, 177 1/2 FEET SOUTHWEST OF THE CENTER OF A SMALL
 KR1027'CONCRETE BRIDGE OVER A CANAL, 67 1/2 FEET SOUTHWEST OF THE CENTER LINE
 KR1027'OF THE ROAD LEADING SOUTHEAST, 20 FEET SOUTHEAST OF THE CENTER LINE OF
 KR1027'THE GRAVELED ROAD, 6 FEET SOUTH OF POWER LINE POLE 20456, 1.8 FEET
 KR1027'NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND
 KR1027'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 KR1027'GROUND.
 KR1027
 KR1027                          STATION RECOVERY (1955)
 KR1027
 KR1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KR1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0248 ***********************************************************************
 JR0248  DESIGNATION -  F 359
 JR0248  PID         -  JR0248
 JR0248  STATE/COUNTY-  NV/MINERAL
 JR0248  USGS QUAD   -  CANDELARIA (1982)
 JR0248
 JR0248                         *CURRENT SURVEY CONTROL
 JR0248  ___________________________________________________________________
 JR0248* NAD 83(1986)-  38 14 42.     (N)    118 03 19.     (W)     SCALED    
 JR0248* NAVD 88     -      1406.629  (meters)    4614.92   (feet)  ADJUSTED  
 JR0248  ___________________________________________________________________
 JR0248  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 JR0248  DYNAMIC HT  -        1405.145 (meters)    4610.05  (feet)  COMP
 JR0248  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 JR0248
 JR0248  VERT ORDER  -  FIRST     CLASS II
 JR0248
 JR0248.The horizontal coordinates were scaled from a topographic map and have
 JR0248.an estimated accuracy of +/- 6 seconds.
 JR0248
 JR0248.The orthometric height was determined by differential leveling
 JR0248.and adjusted by the National Geodetic Survey in June 1991..
 JR0248
 JR0248.The geoid height was determined by GEOID03.
 JR0248
 JR0248.The dynamic height is computed by dividing the NAVD 88
 JR0248.geopotential number by the normal gravity value computed on the
 JR0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0248.degrees latitude (g = 980.6199 gals.).
 JR0248
 JR0248.The modeled gravity was interpolated from observed gravity values.
 JR0248
 JR0248;                    North         East    Units  Estimated Accuracy
 JR0248;SPC NV W     - 4,387,930.      846,220.      MT  (+/- 180 meters Scaled)
 JR0248
 JR0248                          SUPERSEDED SURVEY CONTROL
 JR0248
 JR0248  NGVD 29 (??/??/92) 1405.500  (m)         4611.21   (f) ADJ UNCH    1 2
 JR0248
 JR0248.Superseded values are not recommended for survey control.
 JR0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0248.See file dsdata.txt to determine how the superseded data were derived.
 JR0248
 JR0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC076335(NAD 83)
 JR0248_MARKER: DB = BENCH MARK DISK
 JR0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0248_STAMPING: F 359 1953
 JR0248_MARK LOGO: CGS   
 JR0248_PROJECTION: PROJECTING 10 CENTIMETERS
 JR0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0248+STABILITY: SURFACE MOTION
 JR0248
 JR0248  HISTORY     - Date     Condition        Report By
 JR0248  HISTORY     - 1953     MONUMENTED       CGS
 JR0248  HISTORY     - 1984     GOOD             NGS
 JR0248
 JR0248                          STATION DESCRIPTION
 JR0248
 JR0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0248'12 MI S FROM MINA.
 JR0248'12.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 JR0248'COMPANY RAILROAD STATION AT MINA, AT A CUT THROUGH A LOW ROCKY
 JR0248'RIDGE, 0.2 MILE EAST OF 48-INCH CORRUGATED METAL PIPE CULVERT
 JR0248'A3210+70, 85.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JR0248'55 1/2 FEET NORTH OF THE CENTER OF A SMALL DRAIN DITCH, 2.3
 JR0248'FEET EAST OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE
 JR0248'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 JR0248'FOOT ABOVE THE GROUND.
 JR0248
 JR0248                          STATION RECOVERY (1984)
 JR0248
 JR0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0248'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  28.95 KM
 JR0248'(18.1 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF US
 JR0248'HIGHWAY 6 AT COALDALE, ON TOP OF THE SOUTHEAST END OF A HIGHWAY CUT,
 JR0248'0.5 KM (0.3 MI) NORTHWEST OF MILEPOST 4, 38.1 METERS (125 FT)
 JR0248'SOUTHWEST OF THE HIGHWAY CENTERLINE.
 JR0248'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 JR0248'THE MARK IS 3.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0025 ***********************************************************************
 KP0025  DESIGNATION -  F 36
 KP0025  PID         -  KP0025
 KP0025  STATE/COUNTY-  NV/WHITE PINE
 KP0025  USGS QUAD   -  LEHMAN CAVES (1986)
 KP0025
 KP0025                         *CURRENT SURVEY CONTROL
 KP0025  ___________________________________________________________________
 KP0025* NAD 83(1986)-  39 05 08.     (N)    114 12 46.     (W)     SCALED    
 KP0025* NAVD 88     -      1822.750  (meters)    5980.14   (feet)  ADJUSTED  
 KP0025  ___________________________________________________________________
 KP0025  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 KP0025  DYNAMIC HT  -        1820.827 (meters)    5973.83  (feet)  COMP
 KP0025  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 KP0025
 KP0025  VERT ORDER  -  FIRST     CLASS II
 KP0025
 KP0025.The horizontal coordinates were scaled from a topographic map and have
 KP0025.an estimated accuracy of +/- 6 seconds.
 KP0025
 KP0025.The orthometric height was determined by differential leveling
 KP0025.and adjusted by the National Geodetic Survey in June 1991..
 KP0025
 KP0025.The geoid height was determined by GEOID03.
 KP0025
 KP0025.The dynamic height is computed by dividing the NAVD 88
 KP0025.geopotential number by the normal gravity value computed on the
 KP0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0025.degrees latitude (g = 980.6199 gals.).
 KP0025
 KP0025.The modeled gravity was interpolated from observed gravity values.
 KP0025
 KP0025;                    North         East    Units  Estimated Accuracy
 KP0025;SPC NV E     - 8,481,990.      318,570.      MT  (+/- 180 meters Scaled)
 KP0025
 KP0025                          SUPERSEDED SURVEY CONTROL
 KP0025
 KP0025  NGVD 29 (??/??/92) 1821.537  (m)         5976.16   (f) ADJ UNCH    1 2
 KP0025
 KP0025.Superseded values are not recommended for survey control.
 KP0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0025.See file dsdata.txt to determine how the superseded data were derived.
 KP0025
 KP0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD410299(NAD 83)
 KP0025_MARKER: DB = BENCH MARK DISK
 KP0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0025_STAMPING: F 36 1934
 KP0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0025+STABILITY: SURFACE MOTION
 KP0025
 KP0025  HISTORY     - Date     Condition        Report By
 KP0025  HISTORY     - 1934     MONUMENTED       CGS
 KP0025  HISTORY     - 1950     GOOD             NGS
 KP0025
 KP0025                          STATION DESCRIPTION
 KP0025
 KP0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KP0025'7.8 MI NW FROM BAKER.
 KP0025'7.8 MILES NORTHWEST ALONG STATE HIGHWAY 73 AND U.S. HIGHWAY 6 FROM THE
 KP0025'GARAGE AT BAKER, 210 FEET NORTHEAST OF A LARGE ROUND HILL, 140 FEET
 KP0025'SOUTH OF AN EAST-AND-WEST DRY WASH, AND 48 FEET NORTH OF THE
 KP0025'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 36 1934 AND SET
 KP0025'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0310 ***********************************************************************
 JR0310  DESIGNATION -  F 360
 JR0310  PID         -  JR0310
 JR0310  STATE/COUNTY-  NV/MINERAL
 JR0310  USGS QUAD   -  MINA NW (1982)
 JR0310
 JR0310                         *CURRENT SURVEY CONTROL
 JR0310  ___________________________________________________________________
 JR0310* NAD 83(1986)-  38 26 43.     (N)    118 08 21.     (W)     SCALED    
 JR0310* NAVD 88     -      1364.777  (meters)    4477.61   (feet)  ADJUSTED  
 JR0310  ___________________________________________________________________
 JR0310  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 JR0310  DYNAMIC HT  -        1363.390 (meters)    4473.06  (feet)  COMP
 JR0310  MODELED GRAV-     979,565.6   (mgal)                       NAVD 88
 JR0310
 JR0310  VERT ORDER  -  FIRST     CLASS II
 JR0310
 JR0310.The horizontal coordinates were scaled from a topographic map and have
 JR0310.an estimated accuracy of +/- 6 seconds.
 JR0310
 JR0310.The orthometric height was determined by differential leveling
 JR0310.and adjusted by the National Geodetic Survey in June 1991..
 JR0310
 JR0310.The geoid height was determined by GEOID03.
 JR0310
 JR0310.The dynamic height is computed by dividing the NAVD 88
 JR0310.geopotential number by the normal gravity value computed on the
 JR0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0310.degrees latitude (g = 980.6199 gals.).
 JR0310
 JR0310.The modeled gravity was interpolated from observed gravity values.
 JR0310
 JR0310;                    North         East    Units  Estimated Accuracy
 JR0310;SPC NV W     - 4,410,120.      838,770.      MT  (+/- 180 meters Scaled)
 JR0310
 JR0310                          SUPERSEDED SURVEY CONTROL
 JR0310
 JR0310  NGVD 29 (??/??/92) 1363.653  (m)         4473.92   (f) ADJ UNCH    1 2
 JR0310
 JR0310.Superseded values are not recommended for survey control.
 JR0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0310.See file dsdata.txt to determine how the superseded data were derived.
 JR0310
 JR0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC005558(NAD 83)
 JR0310_MARKER: DB = BENCH MARK DISK
 JR0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0310_STAMPING: F 360 1953
 JR0310_MARK LOGO: CGS   
 JR0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0310+STABILITY: SURFACE MOTION
 JR0310
 JR0310  HISTORY     - Date     Condition        Report By
 JR0310  HISTORY     - 1953     MONUMENTED       CGS
 JR0310  HISTORY     - 1984     GOOD             NGS
 JR0310
 JR0310                          STATION DESCRIPTION
 JR0310
 JR0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0310'4.2 MI NW FROM MINA.
 JR0310'4.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0310'FROM THE STATION AT MINA, 6 FEET NORTHWEST OF MILEPOLE 413, 27.3
 JR0310'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.7 FEET SOUTHEAST OF A
 JR0310'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN
 JR0310'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JR0310
 JR0310                          STATION RECOVERY (1984)
 JR0310
 JR0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0310'RECOVERED IN GOOD CONDITION.  NOTE--THE RAILROAD STATION IS NOW THE
 JR0310'MINA FIRE STATION.  ADD ABOUT 770 FEET NORTHEAST OF THE CENTERLINE OF
 JR0310'US HIGHWAY 95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0761 ***********************************************************************
 KR0761  DESIGNATION -  F 361
 KR0761  PID         -  KR0761
 KR0761  STATE/COUNTY-  NV/LYON
 KR0761  USGS QUAD   -  CHURCHILL CANYON WEL (1993)
 KR0761
 KR0761                         *CURRENT SURVEY CONTROL
 KR0761  ___________________________________________________________________
 KR0761* NAD 83(1986)-  39 13 26.     (N)    119 16 14.     (W)     SCALED    
 KR0761* NAVD 88     -      1305.88   (+/-2cm)    4284.4    (feet)  VERTCON   
 KR0761  ___________________________________________________________________
 KR0761  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 KR0761
 KR0761  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0761
 KR0761.The horizontal coordinates were scaled from a topographic map and have
 KR0761.an estimated accuracy of +/- 6 seconds.
 KR0761
 KR0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0761.The vertical order pertains to the NGVD 29 superseded value.
 KR0761
 KR0761.The geoid height was determined by GEOID03.
 KR0761
 KR0761;                    North         East    Units  Estimated Accuracy
 KR0761;SPC NV W     - 4,496,680.      740,660.      MT  (+/- 180 meters Scaled)
 KR0761
 KR0761                          SUPERSEDED SURVEY CONTROL
 KR0761
 KR0761  NGVD 29 (??/??/92) 1304.872  (m)         4281.07   (f) ADJ UNCH    1 2
 KR0761
 KR0761.Superseded values are not recommended for survey control.
 KR0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0761.See file dsdata.txt to determine how the superseded data were derived.
 KR0761
 KR0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD039440(NAD 83)
 KR0761_MARKER: DB = BENCH MARK DISK
 KR0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0761_STAMPING: F 361 1953
 KR0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0761+STABILITY: SURFACE MOTION
 KR0761
 KR0761  HISTORY     - Date     Condition        Report By
 KR0761  HISTORY     - 1953     MONUMENTED       CGS
 KR0761
 KR0761                          STATION DESCRIPTION
 KR0761
 KR0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0761'6.0 MI S FROM WEEKS.
 KR0761'6.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0761'CROSSING OF U.S. HIGHWAY 95A AT WEEKS (NEAR FORT CHURCHILL), 3 FEET
 KR0761'NORTHWEST OF MILEPOLE 320, IN LINE WITH A ROW OF POLES, 20.0 FEET
 KR0761'SOUTHWEST OF THE SOUTHWEST RAIL, 2.8 FEET SOUTHEAST OF A WITNESS POST,
 KR0761'ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 KR0761'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0213 ***********************************************************************
 JR0213  DESIGNATION -  F 362
 JR0213  PID         -  JR0213
 JR0213  STATE/COUNTY-  NV/MINERAL
 JR0213  USGS QUAD   -  SCHURZ (1988)
 JR0213
 JR0213                         *CURRENT SURVEY CONTROL
 JR0213  ___________________________________________________________________
 JR0213* NAD 83(1986)-  38 55 31.     (N)    118 45 51.     (W)     SCALED    
 JR0213* NAVD 88     -      1254.49   (+/-2cm)    4115.8    (feet)  VERTCON   
 JR0213  ___________________________________________________________________
 JR0213  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 JR0213
 JR0213  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0213
 JR0213.The horizontal coordinates were scaled from a topographic map and have
 JR0213.an estimated accuracy of +/- 6 seconds.
 JR0213
 JR0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0213.The vertical order pertains to the NGVD 29 superseded value.
 JR0213
 JR0213.The geoid height was determined by GEOID03.
 JR0213
 JR0213;                    North         East    Units  Estimated Accuracy
 JR0213;SPC NV W     - 4,463,320.      784,320.      MT  (+/- 180 meters Scaled)
 JR0213
 JR0213                          SUPERSEDED SURVEY CONTROL
 JR0213
 JR0213  NGVD 29 (??/??/92) 1253.421  (m)         4112.27   (f) ADJ UNCH    1 2
 JR0213
 JR0213.Superseded values are not recommended for survey control.
 JR0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0213.See file dsdata.txt to determine how the superseded data were derived.
 JR0213
 JR0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD470099(NAD 83)
 JR0213_MARKER: DB = BENCH MARK DISK
 JR0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0213_STAMPING: F 362 1953
 JR0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0213+STABILITY: SURFACE MOTION
 JR0213
 JR0213  HISTORY     - Date     Condition        Report By
 JR0213  HISTORY     - 1953     MONUMENTED       CGS
 JR0213  HISTORY     - 1985     MARK NOT FOUND   USGS
 JR0213
 JR0213                          STATION DESCRIPTION
 JR0213
 JR0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0213'2.9 MI SE FROM SCHURZ.
 JR0213'2.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0213'FROM THE STATION AT SCHURZ, 0.1 MILE (4 POLES) SOUTHEAST OF
 JR0213'MILEPOLE 357, 17.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 9.8 FEET
 JR0213'NORTHWEST OF THE NORTH CORNER OF THE NORTH CONCRETE WING WALL OF
 JR0213'A HEADGATE IN AN IRRIGATION DITCH, 4 FEET SOUTHEAST OF A TELEGRAPH
 JR0213'POLE, 2.3 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 JR0213'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JR0213'0.3 FOOT ABOVE THE GROUND.
 JR0213
 JR0213                          STATION RECOVERY (1985)
 JR0213
 JR0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JR0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0064 ***********************************************************************
 JR0064  DESIGNATION -  F 363
 JR0064  PID         -  JR0064
 JR0064  STATE/COUNTY-  NV/MINERAL
 JR0064  USGS QUAD   -  HAWTHORNE EAST (1987)
 JR0064
 JR0064                         *CURRENT SURVEY CONTROL
 JR0064  ___________________________________________________________________
 JR0064* NAD 83(1986)-  38 37 23.     (N)    118 37 32.     (W)     SCALED    
 JR0064* NAVD 88     -      1253.24   (+/-2cm)    4111.7    (feet)  VERTCON   
 JR0064  ___________________________________________________________________
 JR0064  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 JR0064
 JR0064  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0064
 JR0064.The horizontal coordinates were scaled from a topographic map and have
 JR0064.an estimated accuracy of +/- 6 seconds.
 JR0064
 JR0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0064.The vertical order pertains to the NGVD 29 superseded value.
 JR0064
 JR0064.The geoid height was determined by GEOID03.
 JR0064
 JR0064;                    North         East    Units  Estimated Accuracy
 JR0064;SPC NV W     - 4,429,760.      796,320.      MT  (+/- 180 meters Scaled)
 JR0064
 JR0064                          SUPERSEDED SURVEY CONTROL
 JR0064
 JR0064  NGVD 29 (??/??/92) 1252.146  (m)         4108.08   (f) ADJ UNCH    1 2
 JR0064
 JR0064.Superseded values are not recommended for survey control.
 JR0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0064.See file dsdata.txt to determine how the superseded data were derived.
 JR0064
 JR0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC584762(NAD 83)
 JR0064_MARKER: DB = BENCH MARK DISK
 JR0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0064_STAMPING: F 363 1953
 JR0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0064+STABILITY: SURFACE MOTION
 JR0064
 JR0064  HISTORY     - Date     Condition        Report By
 JR0064  HISTORY     - 1953     MONUMENTED       CGS
 JR0064
 JR0064                          STATION DESCRIPTION
 JR0064
 JR0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0064'2.4 MI NW FROM THORNE.
 JR0064'2.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0064'FROM THE STATION AT THORNE, 107 FEET NORTHEAST OF AND ACROSS
 JR0064'THE TRACK FROM MILEPOLE 382, 65.8 FEET NORTHEAST OF THE NORTHEAST
 JR0064'RAIL, 3.9 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER
 JR0064'THAN THE TOP OF THE RAIL, AND SET IN THE TOP OF A CONCRETE
 JR0064'POST WHICH IS ENCASED IN AN 8-INCH METAL PIPE AND PROJECTS
 JR0064'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0750 ***********************************************************************
 GR0750  DESIGNATION -  F 364
 GR0750  PID         -  GR0750
 GR0750  STATE/COUNTY-  NV/CLARK
 GR0750  USGS QUAD   -  FARRIER (1969)
 GR0750
 GR0750                         *CURRENT SURVEY CONTROL
 GR0750  ___________________________________________________________________
 GR0750* NAD 83(1986)-  36 49 45.     (N)    114 39 32.     (W)     SCALED    
 GR0750* NAVD 88     -       544.984  (meters)    1788.00   (feet)  ADJUSTED  
 GR0750  ___________________________________________________________________
 GR0750  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 GR0750  DYNAMIC HT  -         544.463 (meters)    1786.29  (feet)  COMP
 GR0750  MODELED GRAV-     979,660.5   (mgal)                       NAVD 88
 GR0750
 GR0750  VERT ORDER  -  FIRST     CLASS II
 GR0750
 GR0750.The horizontal coordinates were scaled from a topographic map and have
 GR0750.an estimated accuracy of +/- 6 seconds.
 GR0750
 GR0750.The orthometric height was determined by differential leveling
 GR0750.and adjusted by the National Geodetic Survey in June 1991..
 GR0750
 GR0750.The geoid height was determined by GEOID03.
 GR0750
 GR0750.The dynamic height is computed by dividing the NAVD 88
 GR0750.geopotential number by the normal gravity value computed on the
 GR0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0750.degrees latitude (g = 980.6199 gals.).
 GR0750
 GR0750.The modeled gravity was interpolated from observed gravity values.
 GR0750
 GR0750;                    North         East    Units  Estimated Accuracy
 GR0750;SPC NV E     - 8,231,070.      282,460.      MT  (+/- 180 meters Scaled)
 GR0750
 GR0750                          SUPERSEDED SURVEY CONTROL
 GR0750
 GR0750  NGVD 29 (??/??/92)  544.307  (m)         1785.78   (f) ADJ UNCH    1 2
 GR0750
 GR0750.Superseded values are not recommended for survey control.
 GR0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0750.See file dsdata.txt to determine how the superseded data were derived.
 GR0750
 GR0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA087784(NAD 83)
 GR0750_MARKER: DB = BENCH MARK DISK
 GR0750_SETTING: 66 = SET IN ROCK OUTCROP
 GR0750_SP_SET: CONGLOMERATE OUTCROP
 GR0750_STAMPING: F 364 1963
 GR0750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0750+STABILITY: POSITION/ELEVATION WELL
 GR0750
 GR0750  HISTORY     - Date     Condition        Report By
 GR0750  HISTORY     - 1963     MONUMENTED       CGS
 GR0750
 GR0750                          STATION DESCRIPTION
 GR0750
 GR0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0750'11.7 MI N FROM MOAPA.
 GR0750'11.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0750'MOAPA, 2 1/2 POLES NORTH OF BRIDGE 394.15, SET VERTICALLY IN THE EAST
 GR0750'FACE OF A MASSIVE CONGLOMERATE OUTCROP, 6.8 FEET WEST OF THE WEST
 GR0750'RAIL, 56 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A MOTOR CAR
 GR0750'SET-OFF, 68.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A POWER UNIT
 GR0750'BOX, ABOUT 3 FEET HIGHER THAN THE TRACKS, AND 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0531 ***********************************************************************
 GR0531  DESIGNATION -  F 366
 GR0531  PID         -  GR0531
 GR0531  STATE/COUNTY-  NV/CLARK
 GR0531  USGS QUAD   -  BOULDER BEACH (1970)
 GR0531
 GR0531                         *CURRENT SURVEY CONTROL
 GR0531  ___________________________________________________________________
 GR0531* NAD 83(1986)-  36 04 36.     (N)    114 48 56.     (W)     SCALED    
 GR0531* NAVD 88     -       398.139  (meters)    1306.23   (feet)  POSTED    
 GR0531  ___________________________________________________________________
 GR0531  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GR0531  DYNAMIC HT  -         397.760 (meters)    1304.98  (feet)  COMP
 GR0531  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 GR0531
 GR0531  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0531
 GR0531.The horizontal coordinates were scaled from a topographic map and have
 GR0531.an estimated accuracy of +/- 6 seconds.
 GR0531
 GR0531.The orthometric height was determined by differential leveling
 GR0531.and adjusted by the National Geodetic Survey in 1992..
 GR0531.No vertical observational check was made to the station.
 GR0531.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0531.was located on a no-check spur therefore a value was not computed.
 GR0531
 GR0531.The geoid height was determined by GEOID03.
 GR0531
 GR0531.The dynamic height is computed by dividing the NAVD 88
 GR0531.geopotential number by the normal gravity value computed on the
 GR0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0531.degrees latitude (g = 980.6199 gals.).
 GR0531
 GR0531.The modeled gravity was interpolated from observed gravity values.
 GR0531
 GR0531;                    North         East    Units  Estimated Accuracy
 GR0531;SPC NV E     - 8,147,450.      269,150.      MT  (+/- 180 meters Scaled)
 GR0531
 GR0531                          SUPERSEDED SURVEY CONTROL
 GR0531
 GR0531  NGVD 29 (??/??/92)  397.441  (m)         1303.94   (f) ADJ UNCH    1 2
 GR0531
 GR0531.Superseded values are not recommended for survey control.
 GR0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0531.See file dsdata.txt to determine how the superseded data were derived.
 GR0531
 GR0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV967946(NAD 83)
 GR0531_MARKER: DB = BENCH MARK DISK
 GR0531_SETTING: 80 = SET IN A BOULDER
 GR0531_SP_SET: BOULDER
 GR0531_STAMPING: F 366 1963
 GR0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0531+STABILITY: SURFACE MOTION
 GR0531
 GR0531  HISTORY     - Date     Condition        Report By
 GR0531  HISTORY     - 1963     MONUMENTED       CGS
 GR0531
 GR0531                          STATION DESCRIPTION
 GR0531
 GR0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0531'9.8 MI NE FROM BOULDER CITY.
 GR0531'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 93 FROM THE U.S. BUREAU OF
 GR0531'RECLAMATION ADMINISTRATION BUILDING AT BOULDER CITY, THENCE 5.3 MILES
 GR0531'NORTH ALONG STATE HIGHWAY 41, THENCE 0.4 MILE SOUTHEAST ALONG A
 GR0531'GRAVELED ROAD, 0.2 MILE EAST OF THE CROSSING OF A POWER LINE, IN THE
 GR0531'TOP OF A 2 1/2- BY 3-FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE
 GR0531'THE GROUND, 52 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 8.4 FEET
 GR0531'SOUTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1236 ***********************************************************************
 GR1236  DESIGNATION -  F 368
 GR1236  PID         -  GR1236
 GR1236  STATE/COUNTY-  NV/CLARK
 GR1236  USGS QUAD   -  BLUE DIAMOND NE (1983)
 GR1236
 GR1236                         *CURRENT SURVEY CONTROL
 GR1236  ___________________________________________________________________
 GR1236* NAD 83(1986)-  36 09 14.     (N)    115 21 50.     (W)     SCALED    
 GR1236* NAVD 88     -       986.53   (+/-2cm)    3236.6    (feet)  VERTCON   
 GR1236  ___________________________________________________________________
 GR1236  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 GR1236
 GR1236  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1236
 GR1236.The horizontal coordinates were scaled from a topographic map and have
 GR1236.an estimated accuracy of +/- 6 seconds.
 GR1236
 GR1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1236.The vertical order pertains to the NGVD 29 superseded value.
 GR1236
 GR1236.The geoid height was determined by GEOID03.
 GR1236
 GR1236;                    North         East    Units  Estimated Accuracy
 GR1236;SPC NV E     - 8,155,770.      219,750.      MT  (+/- 180 meters Scaled)
 GR1236
 GR1236                          SUPERSEDED SURVEY CONTROL
 GR1236
 GR1236  NGVD 29 (??/??/92)  985.798  (m)         3234.24   (f) ADJ UNCH    1 2
 GR1236
 GR1236.Superseded values are not recommended for survey control.
 GR1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1236.See file dsdata.txt to determine how the superseded data were derived.
 GR1236
 GR1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA471022(NAD 83)
 GR1236_MARKER: DB = BENCH MARK DISK
 GR1236_SETTING: 66 = SET IN ROCK OUTCROP
 GR1236_SP_SET: OUTCROP
 GR1236_STAMPING: F 368 1963
 GR1236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1236+STABILITY: POSITION/ELEVATION WELL
 GR1236
 GR1236  HISTORY     - Date     Condition        Report By
 GR1236  HISTORY     - 1963     MONUMENTED       CGS
 GR1236  HISTORY     - 1972     GOOD             USGS
 GR1236  HISTORY     - 19961120 MARK NOT FOUND   USPSQD
 GR1236
 GR1236                          STATION DESCRIPTION
 GR1236
 GR1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1236'13.8 MI W FROM LAS VEGAS.
 GR1236'1.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1236'LAS VEGAS, THENCE 12.8 MILES WEST ALONG CHARLESTON BOULEVARD, ON THE
 GR1236'OUTSIDE OF A CURVE, AT THE WEST SIDE OF A RIDGE, IN THE TOP OF A 12 BY
 GR1236'30-FOOT OUTCROP WHICH PROJECTS 1.0 FOOT ABOVE THE CENTER OF A WASH, 59
 GR1236'FEET EAST OF THE CENTER LINE OF THE BOULEVARD, 275 FEET SOUTHWEST OF
 GR1236'BENCH MARK E 368, AND ABOUT 2 FEET HIGHER THAN THE BOULEVARD.
 GR1236
 GR1236                          STATION RECOVERY (1972)
 GR1236
 GR1236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GR1236'RECOVERED IN GOOD CONDITION.
 GR1236
 GR1236                          STATION RECOVERY (1996)
 GR1236
 GR1236'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0951 ***********************************************************************
 GR0951  DESIGNATION -  F 369
 GR0951  PID         -  GR0951
 GR0951  STATE/COUNTY-  NV/CLARK
 GR0951  USGS QUAD   -  LAS VEGAS NW (1983)
 GR0951
 GR0951                         *CURRENT SURVEY CONTROL
 GR0951  ___________________________________________________________________
 GR0951* NAD 83(1986)-  36 14 22.     (N)    115 09 31.     (W)     SCALED    
 GR0951* NAVD 88     -       633.67   (+/-2cm)    2079.0    (feet)  VERTCON   
 GR0951  ___________________________________________________________________
 GR0951  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GR0951
 GR0951  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0951
 GR0951.The horizontal coordinates were scaled from a topographic map and have
 GR0951.an estimated accuracy of +/- 6 seconds.
 GR0951
 GR0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0951.The vertical order pertains to the NGVD 29 superseded value.
 GR0951
 GR0951.The geoid height was determined by GEOID03.
 GR0951
 GR0951;                    North         East    Units  Estimated Accuracy
 GR0951;SPC NV E     - 8,165,320.      238,180.      MT  (+/- 180 meters Scaled)
 GR0951
 GR0951                          SUPERSEDED SURVEY CONTROL
 GR0951
 GR0951  NGVD 29 (??/??/92)  633.018  (m)         2076.83   (f) ADJ UNCH    1 2
 GR0951
 GR0951.Superseded values are not recommended for survey control.
 GR0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0951.See file dsdata.txt to determine how the superseded data were derived.
 GR0951
 GR0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA654120(NAD 83)
 GR0951_MARKER: DB = BENCH MARK DISK
 GR0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0951_STAMPING: F 369 1963
 GR0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0951+STABILITY: SURFACE MOTION
 GR0951
 GR0951  HISTORY     - Date     Condition        Report By
 GR0951  HISTORY     - 1963     MONUMENTED       CGS
 GR0951  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR0951
 GR0951                          STATION DESCRIPTION
 GR0951
 GR0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0951'8.6 MI N FROM LAS VEGAS.
 GR0951'5.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0951'AT LAS VEGAS, THENCE 3.0 MILES WEST ALONG CRAIG ROAD, AT THE JUNCTION
 GR0951'OF A DIM DIRT ROAD NORTH, 67 FEET NORTH OF THE CENTER LINE OF THE
 GR0951'ROAD, 44 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 71 1/2 FEET
 GR0951'NORTHWEST OF A FENCE CORNER, 1 1/2 FEET EAST OF POWER POLE 35815, 1.7
 GR0951'FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET
 GR0951'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR0951
 GR0951                          STATION RECOVERY (1996)
 GR0951
 GR0951'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0045 ***********************************************************************
 LQ0045  DESIGNATION -  F 37
 LQ0045  PID         -  LQ0045
 LQ0045  STATE/COUNTY-  NV/ELKO
 LQ0045  USGS QUAD   -  PILOT (1982)
 LQ0045
 LQ0045                         *CURRENT SURVEY CONTROL
 LQ0045  ___________________________________________________________________
 LQ0045* NAD 83(1986)-  40 49 56.     (N)    114 14 50.     (W)     SCALED    
 LQ0045* NAVD 88     -      1573.743  (meters)    5163.19   (feet)  ADJUSTED  
 LQ0045  ___________________________________________________________________
 LQ0045  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 LQ0045  DYNAMIC HT  -        1572.477 (meters)    5159.03  (feet)  COMP
 LQ0045  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 LQ0045
 LQ0045  VERT ORDER  -  SECOND    CLASS 0
 LQ0045
 LQ0045.The horizontal coordinates were scaled from a topographic map and have
 LQ0045.an estimated accuracy of +/- 6 seconds.
 LQ0045
 LQ0045.The orthometric height was determined by differential leveling
 LQ0045.and adjusted by the National Geodetic Survey in June 1991..
 LQ0045
 LQ0045.The geoid height was determined by GEOID03.
 LQ0045
 LQ0045.The dynamic height is computed by dividing the NAVD 88
 LQ0045.geopotential number by the normal gravity value computed on the
 LQ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0045.degrees latitude (g = 980.6199 gals.).
 LQ0045
 LQ0045.The modeled gravity was interpolated from observed gravity values.
 LQ0045
 LQ0045;                    North         East    Units  Estimated Accuracy
 LQ0045;SPC NV E     - 8,675,880.      312,690.      MT  (+/- 180 meters Scaled)
 LQ0045
 LQ0045                          SUPERSEDED SURVEY CONTROL
 LQ0045
 LQ0045  NGVD 29 (??/??/92) 1572.713  (m)         5159.81   (f) ADJ UNCH    2 0
 LQ0045
 LQ0045.Superseded values are not recommended for survey control.
 LQ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0045.See file dsdata.txt to determine how the superseded data were derived.
 LQ0045
 LQ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF321237(NAD 83)
 LQ0045_MARKER: DB = BENCH MARK DISK
 LQ0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LQ0045_SP_SET: CULVERT
 LQ0045_STAMPING: F 37 1934
 LQ0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0045
 LQ0045  HISTORY     - Date     Condition        Report By
 LQ0045  HISTORY     - 1934     MONUMENTED       CGS
 LQ0045  HISTORY     - 1958     GOOD             NGS
 LQ0045  HISTORY     - 1969     GOOD             NGS
 LQ0045
 LQ0045                          STATION DESCRIPTION
 LQ0045
 LQ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LQ0045'16.6 MI E FROM SHAFTER.
 LQ0045'16.6 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 LQ0045'AT SHAFTER, ELKO COUNTY, 180 FEET NORTHEAST OF MILEPOST 788, AT
 LQ0045'CULVERT 787.96, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 LQ0045'HEADWALL, AND 21 FEET WEST OF THE CENTERLINE OF THE TRACK.
 LQ0045
 LQ0045                          STATION RECOVERY (1969)
 LQ0045
 LQ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LQ0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1042 ***********************************************************************
 GR1042  DESIGNATION -  F 370
 GR1042  PID         -  GR1042
 GR1042  STATE/COUNTY-  NV/CLARK
 GR1042  USGS QUAD   -  LAS VEGAS SE (1984)
 GR1042
 GR1042                         *CURRENT SURVEY CONTROL
 GR1042  ___________________________________________________________________
 GR1042* NAD 83(1986)-  36 06 00.     (N)    115 06 04.     (W)     SCALED    
 GR1042* NAVD 88     -       598.53   (+/-2cm)    1963.7    (feet)  VERTCON   
 GR1042  ___________________________________________________________________
 GR1042  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GR1042
 GR1042  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1042
 GR1042.The horizontal coordinates were scaled from a topographic map and have
 GR1042.an estimated accuracy of +/- 6 seconds.
 GR1042
 GR1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1042.The vertical order pertains to the NGVD 29 superseded value.
 GR1042
 GR1042.The geoid height was determined by GEOID03.
 GR1042
 GR1042;                    North         East    Units  Estimated Accuracy
 GR1042;SPC NV E     - 8,149,870.      243,420.      MT  (+/- 180 meters Scaled)
 GR1042
 GR1042                          SUPERSEDED SURVEY CONTROL
 GR1042
 GR1042  NGVD 29 (??/??/92)  597.855  (m)         1961.46   (f) ADJ UNCH    1 2
 GR1042
 GR1042.Superseded values are not recommended for survey control.
 GR1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1042.See file dsdata.txt to determine how the superseded data were derived.
 GR1042
 GR1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV709967(NAD 83)
 GR1042_MARKER: DB = BENCH MARK DISK
 GR1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1042_STAMPING: F 370 1963
 GR1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1042+STABILITY: SURFACE MOTION
 GR1042
 GR1042  HISTORY     - Date     Condition        Report By
 GR1042  HISTORY     - 1963     MONUMENTED       CGS
 GR1042  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GR1042  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1042
 GR1042                          STATION DESCRIPTION
 GR1042
 GR1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1042'3.6 MI W FROM EAST LAS VEGAS.
 GR1042'0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT EAST
 GR1042'LAS VEGAS, THENCE 3.05 MILES WEST ALONG TROPICANA AVENUE, AT THE
 GR1042'INTERSECTION OF PECOS ROAD, 38 FEET SOUTH OF THE CENTER LINE OF THE
 GR1042'AVENUE, 39 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET WEST
 GR1042'OF POWER POLE 4-15, 1.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 GR1042'THE AVENUE.  A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN
 GR1042'TO REFUSAL AT A DEPTH OF 8 FEET.  THE UPPER PORTION OF THE ROD IS
 GR1042'ENCASED IN A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 GR1042
 GR1042                          STATION RECOVERY (1990)
 GR1042
 GR1042'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR1042'MARK NOT FOUND.
 GR1042
 GR1042                          STATION RECOVERY (1996)
 GR1042
 GR1042'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0504 ***********************************************************************
 GR0504  DESIGNATION -  F 371
 GR0504  PID         -  GR0504
 GR0504  STATE/COUNTY-  NV/CLARK
 GR0504  USGS QUAD   -  BOULDER CANYON (1983)
 GR0504
 GR0504                         *CURRENT SURVEY CONTROL
 GR0504  ___________________________________________________________________
 GR0504* NAD 83(1986)-  36 10 21.     (N)    114 33 17.     (W)     SCALED    
 GR0504* NAVD 88     -       371.650  (meters)    1219.32   (feet)  POSTED    
 GR0504  ___________________________________________________________________
 GR0504  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 GR0504  DYNAMIC HT  -         371.290 (meters)    1218.14  (feet)  COMP
 GR0504  MODELED GRAV-     979,667.0   (mgal)                       NAVD 88
 GR0504
 GR0504  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0504
 GR0504.The horizontal coordinates were scaled from a topographic map and have
 GR0504.an estimated accuracy of +/- 6 seconds.
 GR0504
 GR0504.The orthometric height was determined by differential leveling
 GR0504.and adjusted by the National Geodetic Survey in 1992..
 GR0504.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0504.rate of 0.0 thru 1.0 mm/km.
 GR0504
 GR0504.The geoid height was determined by GEOID03.
 GR0504
 GR0504.The dynamic height is computed by dividing the NAVD 88
 GR0504.geopotential number by the normal gravity value computed on the
 GR0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0504.degrees latitude (g = 980.6199 gals.).
 GR0504
 GR0504.The modeled gravity was interpolated from observed gravity values.
 GR0504
 GR0504;                    North         East    Units  Estimated Accuracy
 GR0504;SPC NV E     - 8,158,300.      292,530.      MT  (+/- 180 meters Scaled)
 GR0504
 GR0504                          SUPERSEDED SURVEY CONTROL
 GR0504
 GR0504  NGVD 29 (??/??/92)  370.968  (m)         1217.08   (f) ADJ UNCH    1 2
 GR0504
 GR0504.Superseded values are not recommended for survey control.
 GR0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0504.See file dsdata.txt to determine how the superseded data were derived.
 GR0504
 GR0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA199058(NAD 83)
 GR0504_MARKER: DB = BENCH MARK DISK
 GR0504_SETTING: 66 = SET IN ROCK OUTCROP
 GR0504_SP_SET: OUTCROP
 GR0504_STAMPING: F 371 1963
 GR0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0504+STABILITY: POSITION/ELEVATION WELL
 GR0504
 GR0504  HISTORY     - Date     Condition        Report By
 GR0504  HISTORY     - 1963     MONUMENTED       CGS
 GR0504  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0504
 GR0504                          STATION DESCRIPTION
 GR0504
 GR0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0504'IN MOUTH OF BOULDER WASH.
 GR0504'AT THE MOUTH OF BOULDER WASH, IN THE TOP OF AN OUTCROP, 80.7 FEET WEST
 GR0504'OF BENCH MARK B 303.
 GR0504
 GR0504                          STATION RECOVERY (1979)
 GR0504
 GR0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0085 ***********************************************************************
 KR0085  DESIGNATION -  F 372
 KR0085  PID         -  KR0085
 KR0085  STATE/COUNTY-  NV/CHURCHILL
 KR0085  USGS QUAD   -  PIROUETTE MTN (1972)
 KR0085
 KR0085                         *CURRENT SURVEY CONTROL
 KR0085  ___________________________________________________________________
 KR0085* NAD 83(1986)-  39 24 27.     (N)    118 09 32.     (W)     SCALED    
 KR0085* NAVD 88     -      1234.986  (meters)    4051.78   (feet)  ADJUSTED  
 KR0085  ___________________________________________________________________
 KR0085  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 KR0085  DYNAMIC HT  -        1233.892 (meters)    4048.19  (feet)  COMP
 KR0085  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 KR0085
 KR0085  VERT ORDER  -  FIRST     CLASS II
 KR0085
 KR0085.The horizontal coordinates were scaled from a topographic map and have
 KR0085.an estimated accuracy of +/- 6 seconds.
 KR0085
 KR0085.The orthometric height was determined by differential leveling
 KR0085.and adjusted by the National Geodetic Survey in June 1991..
 KR0085
 KR0085.The geoid height was determined by GEOID03.
 KR0085
 KR0085.The dynamic height is computed by dividing the NAVD 88
 KR0085.geopotential number by the normal gravity value computed on the
 KR0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0085.degrees latitude (g = 980.6199 gals.).
 KR0085
 KR0085.The modeled gravity was interpolated from observed gravity values.
 KR0085
 KR0085;                    North         East    Units  Estimated Accuracy
 KR0085;SPC NV W     - 4,516,920.      836,550.      MT  (+/- 180 meters Scaled)
 KR0085
 KR0085                          SUPERSEDED SURVEY CONTROL
 KR0085
 KR0085  NGVD 29 (??/??/92) 1233.96   (m)         4048.4    (f) COMPUTED    1 2
 KR0085
 KR0085.Superseded values are not recommended for survey control.
 KR0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0085.See file dsdata.txt to determine how the superseded data were derived.
 KR0085
 KR0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD002626(NAD 83)
 KR0085_MARKER: DB = BENCH MARK DISK
 KR0085_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0085_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0085_STAMPING: F 372 1967
 KR0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0085
 KR0085  HISTORY     - Date     Condition        Report By
 KR0085  HISTORY     - 1967     MONUMENTED       CGS
 KR0085  HISTORY     - 1972     GOOD             USGS
 KR0085
 KR0085                          STATION DESCRIPTION
 KR0085
 KR0085'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KR0085'14.4 MI NE FROM FRENCHMEN STATION.
 KR0085'5.8 MI. EAST ALONG US HWY 50 FROM THE SERVICE STATION AT FRENCHMEN
 KR0085'STATION, THENCE 8.5 MI. NORTH (TOWARDS DIXIE VALLEY) ALONG THE NEW
 KR0085'COUNTY GRADED ROAD, THENCE 0.1 MI. EAST (CROSS COUNTY) TO BENCH MARK.
 KR0085'BENCH MARK IS 575 FT. EAST OF THE NEW COUNTY ROAD, 35 FT. WEST OF THE
 KR0085'OLD COUNTY ROAD AND 1.5 FT. ABOVE THE OLD COUNTY ROAD.  SET ON THE TOP
 KR0085'OF A COPPER-COATED ROD AND ENCASED IN A 5 INCH IRON PIPE WHICH
 KR0085'PROJECTS 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0033 ***********************************************************************
 HQ0033  DESIGNATION -  F 373
 HQ0033  PID         -  HQ0033
 HQ0033  STATE/COUNTY-  NV/NYE
 HQ0033  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0033
 HQ0033                         *CURRENT SURVEY CONTROL
 HQ0033  ___________________________________________________________________
 HQ0033* NAD 83(1986)-  37 48 00.     (N)    116 40 08.     (W)     SCALED    
 HQ0033* NAVD 88     -      1649.736  (meters)    5412.51   (feet)  ADJUSTED  
 HQ0033  ___________________________________________________________________
 HQ0033  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 HQ0033  DYNAMIC HT  -        1647.879 (meters)    5406.42  (feet)  COMP
 HQ0033  MODELED GRAV-     979,446.2   (mgal)                       NAVD 88
 HQ0033
 HQ0033  VERT ORDER  -  FIRST     CLASS II
 HQ0033
 HQ0033.The horizontal coordinates were scaled from a topographic map and have
 HQ0033.an estimated accuracy of +/- 6 seconds.
 HQ0033
 HQ0033.The orthometric height was determined by differential leveling
 HQ0033.and adjusted by the National Geodetic Survey in June 1991..
 HQ0033
 HQ0033.The geoid height was determined by GEOID03.
 HQ0033
 HQ0033.The dynamic height is computed by dividing the NAVD 88
 HQ0033.geopotential number by the normal gravity value computed on the
 HQ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0033.degrees latitude (g = 980.6199 gals.).
 HQ0033
 HQ0033.The modeled gravity was interpolated from observed gravity values.
 HQ0033
 HQ0033;                    North         East    Units  Estimated Accuracy
 HQ0033;SPC NV C     - 6,338,410.      499,800.      MT  (+/- 180 meters Scaled)
 HQ0033
 HQ0033                          SUPERSEDED SURVEY CONTROL
 HQ0033
 HQ0033.No superseded survey control is available for this station.
 HQ0033
 HQ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB291836(NAD 83)
 HQ0033_MARKER: DB = BENCH MARK DISK
 HQ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0033_SP_SET: CONCRETE POST
 HQ0033_STAMPING: F 373 1968
 HQ0033_MARK LOGO: CGS   
 HQ0033_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0033+STABILITY: SURFACE MOTION
 HQ0033
 HQ0033  HISTORY     - Date     Condition        Report By
 HQ0033  HISTORY     - 1968     MONUMENTED       CGS
 HQ0033  HISTORY     - 19920623 MARK NOT FOUND   LOCENG
 HQ0033
 HQ0033                          STATION DESCRIPTION
 HQ0033
 HQ0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0033'11.3 MI SE FROM TONOPAH TEST RANGE.
 HQ0033'1.1 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM POINT ABLE AT
 HQ0033'TONOPAH TEST RANGE, THENCE 3.7 MILES EAST ALONG A GRAVELED
 HQ0033'ROAD, THENCE 6.5 MILES SOUTH ALONG A GRAVELED ROAD, 2.3 MILES
 HQ0033'SOUTH ALONG A GRAVELED ROAD FROM BENCH MARK C 373, 1.2 MILES
 HQ0033'SOUTH ALONG A GRAVELED ROAD FROM STATION 28, 1.05 MILES NORTHEAST
 HQ0033'ALONG A GRAVELED ROAD FROM BENCH MARK E 373, AT A FIVE WAY
 HQ0033'JUNCTION, 65 FEET EAST OF THE CENTER LINE OF THE JUNCTION, 65
 HQ0033'FEET EAST OF THE CENTER LINE OF THE ROAD, 41 FEET SOUTHEAST
 HQ0033'OF THE CENTER LINE OF A TRACK ROAD NORTHEAST TO STATION 17,
 HQ0033'7.4 FEET SOUTH OF A METAL SIGNPOST, 2.1 FEET NORTH OF A WITNESS
 HQ0033'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HQ0033'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HQ0033
 HQ0033                          STATION RECOVERY (1992)
 HQ0033
 HQ0033'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1316 ***********************************************************************
 KR1316  DESIGNATION -  F 374
 KR1316  PID         -  KR1316
 KR1316  STATE/COUNTY-  NV/WASHOE
 KR1316  USGS QUAD   -  RENO (1982)
 KR1316
 KR1316                         *CURRENT SURVEY CONTROL
 KR1316  ___________________________________________________________________
 KR1316* NAD 83(1986)-  39 32 02.     (N)    119 46 36.     (W)     SCALED    
 KR1316* NAVD 88     -      1359.497  (meters)    4460.28   (feet)  ADJUSTED  
 KR1316  ___________________________________________________________________
 KR1316  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KR1316  DYNAMIC HT  -        1358.266 (meters)    4456.24  (feet)  COMP
 KR1316  MODELED GRAV-     979,674.8   (mgal)                       NAVD 88
 KR1316
 KR1316  VERT ORDER  -  FIRST     CLASS I
 KR1316
 KR1316.The horizontal coordinates were scaled from a topographic map and have
 KR1316.an estimated accuracy of +/- 6 seconds.
 KR1316
 KR1316.The orthometric height was determined by differential leveling
 KR1316.and adjusted by the National Geodetic Survey in June 1991..
 KR1316
 KR1316.The geoid height was determined by GEOID03.
 KR1316
 KR1316.The dynamic height is computed by dividing the NAVD 88
 KR1316.geopotential number by the normal gravity value computed on the
 KR1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1316.degrees latitude (g = 980.6199 gals.).
 KR1316
 KR1316.The modeled gravity was interpolated from observed gravity values.
 KR1316
 KR1316;                    North         East    Units  Estimated Accuracy
 KR1316;SPC NV W     - 4,531,550.      697,420.      MT  (+/- 180 meters Scaled)
 KR1316
 KR1316                          SUPERSEDED SURVEY CONTROL
 KR1316
 KR1316  NGVD 29 (??/??/92) 1358.44   (m)         4456.8    (f) COMPUTED    1 1
 KR1316
 KR1316.Superseded values are not recommended for survey control.
 KR1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1316.See file dsdata.txt to determine how the superseded data were derived.
 KR1316
 KR1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD613797(NAD 83)
 KR1316_MARKER: DB = BENCH MARK DISK
 KR1316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1316_SP_SET: CULVERT
 KR1316_STAMPING: F 374 1969
 KR1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1316
 KR1316  HISTORY     - Date     Condition        Report By
 KR1316  HISTORY     - 1969     MONUMENTED       CGS
 KR1316
 KR1316                          STATION DESCRIPTION
 KR1316
 KR1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KR1316'0.65 MI W FROM SPARKS.
 KR1316'0.65 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1316'SOUTH ROCK BOULEVARD UNDERCROSSING AT SPARKS, AT THE KIETZKE LANE
 KR1316'UNDERCROSSING, IN THE TOP AND 1.0 FOOT EAST OF THE WEST END OF THE
 KR1316'SOUTHEAST CONCRETE RETAINING WALL AND WING WALL, 21.3 FEET SOUTH OF
 KR1316'THE SOUTH RAIL OF THE WESTBOUND TRACK, 1.6 FEET EAST OF THE EAST END
 KR1316'OF THE SOUTH STEEL GUARDRAIL, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 KR1316'SECTION 7, T19N, R20E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0283 ***********************************************************************
 LQ0283  DESIGNATION -  F 38
 LQ0283  PID         -  LQ0283
 LQ0283  STATE/COUNTY-  NV/ELKO
 LQ0283  USGS QUAD   -  TOBAR (1982)
 LQ0283
 LQ0283                         *CURRENT SURVEY CONTROL
 LQ0283  ___________________________________________________________________
 LQ0283* NAD 83(1986)-  40 53 32.     (N)    114 53 07.     (W)     SCALED    
 LQ0283* NAVD 88     -      1729.481  (meters)    5674.14   (feet)  ADJUSTED  
 LQ0283  ___________________________________________________________________
 LQ0283  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 LQ0283  DYNAMIC HT  -        1728.004 (meters)    5669.29  (feet)  COMP
 LQ0283  MODELED GRAV-     979,709.0   (mgal)                       NAVD 88
 LQ0283
 LQ0283  VERT ORDER  -  SECOND    CLASS 0
 LQ0283
 LQ0283.The horizontal coordinates were scaled from a topographic map and have
 LQ0283.an estimated accuracy of +/- 6 seconds.
 LQ0283
 LQ0283.The orthometric height was determined by differential leveling
 LQ0283.and adjusted by the National Geodetic Survey in June 1991..
 LQ0283
 LQ0283.The geoid height was determined by GEOID03.
 LQ0283
 LQ0283.The dynamic height is computed by dividing the NAVD 88
 LQ0283.geopotential number by the normal gravity value computed on the
 LQ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0283.degrees latitude (g = 980.6199 gals.).
 LQ0283
 LQ0283.The modeled gravity was interpolated from observed gravity values.
 LQ0283
 LQ0283;                    North         East    Units  Estimated Accuracy
 LQ0283;SPC NV E     - 8,681,910.      258,820.      MT  (+/- 180 meters Scaled)
 LQ0283
 LQ0283                          SUPERSEDED SURVEY CONTROL
 LQ0283
 LQ0283  NGVD 29 (??/??/92) 1728.324  (m)         5670.34   (f) ADJ UNCH    2 0
 LQ0283
 LQ0283.Superseded values are not recommended for survey control.
 LQ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0283.See file dsdata.txt to determine how the superseded data were derived.
 LQ0283
 LQ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF781289(NAD 83)
 LQ0283_MARKER: DB = BENCH MARK DISK
 LQ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0283_STAMPING: F 38 1934
 LQ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0283+STABILITY: SURFACE MOTION
 LQ0283
 LQ0283  HISTORY     - Date     Condition        Report By
 LQ0283  HISTORY     - 1934     MONUMENTED       CGS
 LQ0283
 LQ0283                          STATION DESCRIPTION
 LQ0283
 LQ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0283'17.4 MI E FROM WELLS.
 LQ0283'17.4 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 LQ0283'AT WELLS, ELKO COUNTY, 39 FEET SOUTH OF MILEPOST 734, 90 FEET SOUTH OF
 LQ0283'THE CENTERLINE OF THE TRACK, AT THE SOUTH EDGE OF A DIM WAGON ROAD,
 LQ0283'AND ABOUT 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED F 38
 LQ0283'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0414 ***********************************************************************
 JQ0414  DESIGNATION -  F 381
 JQ0414  PID         -  JQ0414
 JQ0414  STATE/COUNTY-  NV/NYE
 JQ0414  USGS QUAD   -  GRANNY GOOSE WELL (1980)
 JQ0414
 JQ0414                         *CURRENT SURVEY CONTROL
 JQ0414  ___________________________________________________________________
 JQ0414* NAD 83(1986)-  38 44 35.     (N)    117 53 42.     (W)     SCALED    
 JQ0414* NAVD 88     -      1788.84   (+/-2cm)    5868.9    (feet)  VERTCON   
 JQ0414  ___________________________________________________________________
 JQ0414  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 JQ0414
 JQ0414  VERT ORDER  -  FIRST     CLASS II (See Below)
 JQ0414
 JQ0414.The horizontal coordinates were scaled from a topographic map and have
 JQ0414.an estimated accuracy of +/- 6 seconds.
 JQ0414
 JQ0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0414.The vertical order pertains to the NGVD 29 superseded value.
 JQ0414
 JQ0414.The geoid height was determined by GEOID03.
 JQ0414
 JQ0414;                    North         East    Units  Estimated Accuracy
 JQ0414;SPC NV C     - 6,443,790.      393,220.      MT  (+/- 180 meters Scaled)
 JQ0414
 JQ0414                          SUPERSEDED SURVEY CONTROL
 JQ0414
 JQ0414  NGVD 29 (??/??/92) 1787.614  (m)         5864.86   (f) ADJ UNCH    1 2
 JQ0414
 JQ0414.Superseded values are not recommended for survey control.
 JQ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0414.See file dsdata.txt to determine how the superseded data were derived.
 JQ0414
 JQ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC222886(NAD 83)
 JQ0414_MARKER: DB = BENCH MARK DISK
 JQ0414_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0414_SP_SET: OUTCROP
 JQ0414_STAMPING: F 381 1955
 JQ0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0414+STABILITY: POSITION/ELEVATION WELL
 JQ0414
 JQ0414  HISTORY     - Date     Condition        Report By
 JQ0414  HISTORY     - 1955     MONUMENTED       CGS
 JQ0414
 JQ0414                          STATION DESCRIPTION
 JQ0414
 JQ0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JQ0414'1.7 MI W FROM GOLDYKE.
 JQ0414'1.7 MILES WEST ALONG A GRADED ROAD FROM THE SPRING AT GOLDYKE, 0.2
 JQ0414'MILE WEST OF THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHWEST, ALONG A
 JQ0414'LOW RIDGE, 0.15 MILE EAST OF THE Y JUNCTION OF A TRACK ROAD LEADING
 JQ0414'NORTHEAST, IN THE APPROXIMATE CENTER OF THE TOP OF A LONG EAST-WEST
 JQ0414'OUTCROP (THE NORTH SIDE LEVEL WITH THE GROUND AND THE SOUTH SIDE
 JQ0414'PROJECTING 2 1/2 FEET ABOVE THE GROUND), 46 1/2 FEET SOUTH OF THE
 JQ0414'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0385 ***********************************************************************
 JQ0385  DESIGNATION -  F 382
 JQ0385  PID         -  JQ0385
 JQ0385  STATE/COUNTY-  NV/NYE
 JQ0385  USGS QUAD   -  DOWNEYVILLE (1988)
 JQ0385
 JQ0385                         *CURRENT SURVEY CONTROL
 JQ0385  ___________________________________________________________________
 JQ0385* NAD 83(1986)-  38 58 10.     (N)    117 58 23.     (W)     SCALED    
 JQ0385* NAVD 88     -      1480.640  (meters)    4857.73   (feet)  ADJUSTED  
 JQ0385  ___________________________________________________________________
 JQ0385  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 JQ0385  DYNAMIC HT  -        1479.178 (meters)    4852.94  (feet)  COMP
 JQ0385  MODELED GRAV-     979,588.4   (mgal)                       NAVD 88
 JQ0385
 JQ0385  VERT ORDER  -  FIRST     CLASS II
 JQ0385
 JQ0385.The horizontal coordinates were scaled from a topographic map and have
 JQ0385.an estimated accuracy of +/- 6 seconds.
 JQ0385
 JQ0385.The orthometric height was determined by differential leveling
 JQ0385.and adjusted by the National Geodetic Survey in June 1991..
 JQ0385
 JQ0385.The geoid height was determined by GEOID03.
 JQ0385
 JQ0385.The dynamic height is computed by dividing the NAVD 88
 JQ0385.geopotential number by the normal gravity value computed on the
 JQ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0385.degrees latitude (g = 980.6199 gals.).
 JQ0385
 JQ0385.The modeled gravity was interpolated from observed gravity values.
 JQ0385
 JQ0385;                    North         East    Units  Estimated Accuracy
 JQ0385;SPC NV C     - 6,469,020.      386,790.      MT  (+/- 180 meters Scaled)
 JQ0385
 JQ0385                          SUPERSEDED SURVEY CONTROL
 JQ0385
 JQ0385  NGVD 29 (??/??/92) 1479.562  (m)         4854.20   (f) ADJ UNCH    1 2
 JQ0385
 JQ0385.Superseded values are not recommended for survey control.
 JQ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0385.See file dsdata.txt to determine how the superseded data were derived.
 JQ0385
 JQ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD157138(NAD 83)
 JQ0385_MARKER: DB = BENCH MARK DISK
 JQ0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0385_STAMPING: F 382 1955
 JQ0385_MARK LOGO: CGS   
 JQ0385_PROJECTION: PROJECTING 3 CENTIMETERS
 JQ0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0385+STABILITY: SURFACE MOTION
 JQ0385
 JQ0385  HISTORY     - Date     Condition        Report By
 JQ0385  HISTORY     - 1955     MONUMENTED       CGS
 JQ0385  HISTORY     - 1984     GOOD             NGS
 JQ0385
 JQ0385                          STATION DESCRIPTION
 JQ0385
 JQ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JQ0385'8.0 MI N FROM GABBS.
 JQ0385'0.3 MILE NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JQ0385'THENCE 6.3 MILES NORTH ALONG STATE HIGHWAY 23, THENCE 0.3 MILE
 JQ0385'NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTHWEST ALONG A
 JQ0385'GRADED ROAD, THENCE 0.4 MILE NORTHWEST ALONG A TRACK ROAD, 0.6 MILE
 JQ0385'NORTHWEST OF THE Y JUNCTION OF A GRADED ROAD LEADING NORTH, 0.4 MILE
 JQ0385'NORTHWEST OF THE JUNCTION OF A GRADED ROAD, ABOUT 0.1 MILE NORTHEAST
 JQ0385'OF STATE HIGHWAY 23, 32 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 JQ0385'ROAD, 2.3 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK
 JQ0385'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 JQ0385'THE GROUND.
 JQ0385
 JQ0385                          STATION RECOVERY (1984)
 JQ0385
 JQ0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0385'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM
 JQ0385'(0.3 MI) NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JQ0385'THENCE 11.9 KM (7.4 MI) NORTH ALONG STATE HIGHWAY 361, 0.60 KM
 JQ0385'(0.37 MI) SOUTHEAST OF MILEPOST 17, 167.0 METERS (539 FT) NORTHEAST OF
 JQ0385'THE HIGHWAY CENTERLINE AND 9.9 METERS (32.5 FT) NORTHEAST OF THE
 JQ0385'CENTER OF A TRACK ROAD (THE OLD HIGHWAY).
 JQ0385'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 JQ0385'THE MARK IS ABOVE LEVEL WITH THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0136 ***********************************************************************
 KR0136  DESIGNATION -  F 383
 KR0136  PID         -  KR0136
 KR0136  STATE/COUNTY-  NV/CHURCHILL
 KR0136  USGS QUAD   -  FOURMILE FLAT (1972)
 KR0136
 KR0136                         *CURRENT SURVEY CONTROL
 KR0136  ___________________________________________________________________
 KR0136* NAD 83(1986)-  39 15 59.     (N)    118 23 27.     (W)     SCALED    
 KR0136* NAVD 88     -      1279.851  (meters)    4198.98   (feet)  ADJUSTED  
 KR0136  ___________________________________________________________________
 KR0136  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 KR0136  DYNAMIC HT  -        1278.710 (meters)    4195.23  (feet)  COMP
 KR0136  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 KR0136
 KR0136  VERT ORDER  -  FIRST     CLASS II
 KR0136
 KR0136.The horizontal coordinates were scaled from a topographic map and have
 KR0136.an estimated accuracy of +/- 6 seconds.
 KR0136
 KR0136.The orthometric height was determined by differential leveling
 KR0136.and adjusted by the National Geodetic Survey in June 1991..
 KR0136
 KR0136.The geoid height was determined by GEOID03.
 KR0136
 KR0136.The dynamic height is computed by dividing the NAVD 88
 KR0136.geopotential number by the normal gravity value computed on the
 KR0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0136.degrees latitude (g = 980.6199 gals.).
 KR0136
 KR0136.The modeled gravity was interpolated from observed gravity values.
 KR0136
 KR0136;                    North         East    Units  Estimated Accuracy
 KR0136;SPC NV W     - 4,501,190.      816,610.      MT  (+/- 180 meters Scaled)
 KR0136
 KR0136                          SUPERSEDED SURVEY CONTROL
 KR0136
 KR0136  NGVD 29 (??/??/92) 1278.879  (m)         4195.79   (f) ADJ UNCH    1 2
 KR0136
 KR0136.Superseded values are not recommended for survey control.
 KR0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0136.See file dsdata.txt to determine how the superseded data were derived.
 KR0136
 KR0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD800472(NAD 83)
 KR0136_MARKER: DB = BENCH MARK DISK
 KR0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0136_SP_SET: CONCRETE POST
 KR0136_STAMPING: F 383 1955
 KR0136_MARK LOGO: CGS   
 KR0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0136+STABILITY: SURFACE MOTION
 KR0136
 KR0136  HISTORY     - Date     Condition        Report By
 KR0136  HISTORY     - 1955     MONUMENTED       CGS
 KR0136  HISTORY     - 1967     GOOD             NGS
 KR0136  HISTORY     - 1986     GOOD             NGS
 KR0136
 KR0136                          STATION DESCRIPTION
 KR0136
 KR0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0136'6.6 MI W FROM FRENCHMAN STATION.
 KR0136'ABOUT 6.6 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0136'FRENCHMAN STATION, IN SECTION 9, T 16 N, R 32 E, ON THE INSIDE AND
 KR0136'NEAR THE CENTER OF A LONG CURVE IN THE HIGHWAY, ON THE CREST OF A
 KR0136'SMALL RIDGE, 112 FEET NORTH OF THE CENTER LINE OF NEW U.S. HIGHWAY 50,
 KR0136'1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL
 KR0136'OF THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE OLD HIGHWAY, AND
 KR0136'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 KR0136
 KR0136                          STATION RECOVERY (1986)
 KR0136
 KR0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0136'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 KR0136'34.4 METERS (113 FT) NORTH OF THE CENTERLINE OF THE PRESENT US HIGHWAY
 KR0136'50.
 KR0136'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0226 ***********************************************************************
 KQ0226  DESIGNATION -  F 384
 KQ0226  PID         -  KQ0226
 KQ0226  STATE/COUNTY-  NV/LANDER
 KQ0226  USGS QUAD   -  WEST OF AUSTIN (1988)
 KQ0226
 KQ0226                         *CURRENT SURVEY CONTROL
 KQ0226  ___________________________________________________________________
 KQ0226* NAD 83(1986)-  39 28 13.     (N)    117 11 45.     (W)     SCALED    
 KQ0226* NAVD 88     -      1745.244  (meters)    5725.85   (feet)  ADJUSTED  
 KQ0226  ___________________________________________________________________
 KQ0226  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 KQ0226  DYNAMIC HT  -        1743.487 (meters)    5720.09  (feet)  COMP
 KQ0226  MODELED GRAV-     979,558.7   (mgal)                       NAVD 88
 KQ0226
 KQ0226  VERT ORDER  -  FIRST     CLASS II
 KQ0226
 KQ0226.The horizontal coordinates were scaled from a topographic map and have
 KQ0226.an estimated accuracy of +/- 6 seconds.
 KQ0226
 KQ0226.The orthometric height was determined by differential leveling
 KQ0226.and adjusted by the National Geodetic Survey in June 1991..
 KQ0226
 KQ0226.The geoid height was determined by GEOID03.
 KQ0226
 KQ0226.The dynamic height is computed by dividing the NAVD 88
 KQ0226.geopotential number by the normal gravity value computed on the
 KQ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0226.degrees latitude (g = 980.6199 gals.).
 KQ0226
 KQ0226.The modeled gravity was interpolated from observed gravity values.
 KQ0226
 KQ0226;                    North         East    Units  Estimated Accuracy
 KQ0226;SPC NV C     - 6,523,940.      454,470.      MT  (+/- 180 meters Scaled)
 KQ0226
 KQ0226                          SUPERSEDED SURVEY CONTROL
 KQ0226
 KQ0226  NGVD 29 (??/??/92) 1744.007  (m)         5721.80   (f) ADJ UNCH    1 2
 KQ0226
 KQ0226.Superseded values are not recommended for survey control.
 KQ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0226.See file dsdata.txt to determine how the superseded data were derived.
 KQ0226
 KQ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD831689(NAD 83)
 KQ0226_MARKER: DB = BENCH MARK DISK
 KQ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0226_STAMPING: F 384 1955
 KQ0226_MARK LOGO: CGS   
 KQ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0226+STABILITY: SURFACE MOTION
 KQ0226
 KQ0226  HISTORY     - Date     Condition        Report By
 KQ0226  HISTORY     - 1955     MONUMENTED       CGS
 KQ0226  HISTORY     - 1984     MARK NOT FOUND   USGS
 KQ0226  HISTORY     - 1985     GOOD             NGS
 KQ0226
 KQ0226                          STATION DESCRIPTION
 KQ0226
 KQ0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0226'7.8 MI SW FROM AUSTIN.
 KQ0226'6.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0226'AT AUSTIN, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, AT THE AUSTIN
 KQ0226'AIRPORT, 0.2 MILE WEST OF THE BRICK BUILDING HOUSING THE GENERATOR AND
 KQ0226'SWITCHBOARD, AT THE INTERSECTION OF THE NORTHEAST-SOUTHWEST AND
 KQ0226'NORTHWEST-SOUTHEAST RUNWAY, 120 FEET SOUTHEAST OF THE CENTER LINE OF
 KQ0226'THE NORTHEAST-SOUTHWEST RUNWAY, 48 FEET SOUTHWEST OF THE CENTER LINE
 KQ0226'OF THE NORTHWEST-SOUTHEAST RUNWAY, 2.0 FEET NORTH OF A WITNESS POST,
 KQ0226'ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE TOP OF A CONCRETE POST
 KQ0226'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KQ0226
 KQ0226                          STATION RECOVERY (1984)
 KQ0226
 KQ0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KQ0226'6.8 MILES SOUTHWEST ON US 50 FROM THE COUNTY COURTHOUSE IN AUSTIN.
 KQ0226'3.1 MILES WEST ON US 50 TO PAVED T-ROAD SOUTH. SOUTH ON PAVED ROAD
 KQ0226'FOR 0.25 MILES TO OLD US 50, THENCE SOUTHWEST ON OLD 50 FOR 4.2 MILES
 KQ0226'TO AIRPORT ENTRANCE, 0.75 MILES NORTHWEST ON ENTRANCE ROAD, AT AUSTIN
 KQ0226'AIRPORT, 0.1 MILES NORTHWEST OF MAIN AIRPORT BUILDING, AT THE
 KQ0226'INTERSECTION OF THE NORTHEAST-SOUTHWEST RUNWAY AND THE
 KQ0226'NORTHWEST-SOUTHEAST TAXIWAY, 120 FEET SOUTHEAST OF THE CENTERLINE OF
 KQ0226'THE NORTHEAST-SOUTHWEST RUNWAY, 40 FEET SOUTHWEST OF THE CENTERLINE
 KQ0226'OF THE NORTHWEST-SOUTHEAST TAXIWAY, 2.0 FEET NORTH OF A WITNESS POST,
 KQ0226'ABOUT LEVEL WITH THE TAXIWAY AND SET IN THE TOP OF A CONCRETE POST
 KQ0226'PROJECTING 0.3 FEET ABOVE GROUND.
 KQ0226
 KQ0226                          STATION RECOVERY (1985)
 KQ0226
 KQ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0226'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 KQ0226'NEW ROUTE TO BM FOLLOWS.  5.1 KM (3.2 MI) WEST ALONG US HIGHWAY 50
 KQ0226'FROM THE COUNTY COURTHOUSE AT AUSTIN, THENCE 7.05 KM (4.38 MI)
 KQ0226'SOUTHWEST ALONG STATE HIGHWAY 722, THENCE 0.9 KM (0.55 MI) NORTHWEST
 KQ0226'ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0318 ***********************************************************************
 KQ0318  DESIGNATION -  F 385
 KQ0318  PID         -  KQ0318
 KQ0318  STATE/COUNTY-  NV/CHURCHILL
 KQ0318  USGS QUAD   -  CARROLL SUMMIT (1969)
 KQ0318
 KQ0318                         *CURRENT SURVEY CONTROL
 KQ0318  ___________________________________________________________________
 KQ0318* NAD 83(1986)-  39 15 23.     (N)    117 44 35.     (W)     SCALED    
 KQ0318* NAVD 88     -      2124.589  (meters)    6970.42   (feet)  ADJUSTED  
 KQ0318  ___________________________________________________________________
 KQ0318  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 KQ0318  DYNAMIC HT  -        2122.313 (meters)    6962.96  (feet)  COMP
 KQ0318  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 KQ0318
 KQ0318  VERT ORDER  -  FIRST     CLASS II
 KQ0318
 KQ0318.The horizontal coordinates were scaled from a topographic map and have
 KQ0318.an estimated accuracy of +/- 6 seconds.
 KQ0318
 KQ0318.The orthometric height was determined by differential leveling
 KQ0318.and adjusted by the National Geodetic Survey in June 1991..
 KQ0318.WARNING-Repeat measurements at this control monument indicate possible
 KQ0318.vertical movement.
 KQ0318
 KQ0318.The geoid height was determined by GEOID03.
 KQ0318
 KQ0318.The dynamic height is computed by dividing the NAVD 88
 KQ0318.geopotential number by the normal gravity value computed on the
 KQ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0318.degrees latitude (g = 980.6199 gals.).
 KQ0318
 KQ0318.The modeled gravity was interpolated from observed gravity values.
 KQ0318
 KQ0318;                    North         East    Units  Estimated Accuracy
 KQ0318;SPC NV W     - 4,500,400.      872,520.      MT  (+/- 180 meters Scaled)
 KQ0318
 KQ0318                          SUPERSEDED SURVEY CONTROL
 KQ0318
 KQ0318  NGVD 29 (??/??/92) 2123.432  (m)         6966.63   (f) ADJ UNCH    1 2
 KQ0318
 KQ0318.Superseded values are not recommended for survey control.
 KQ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0318.See file dsdata.txt to determine how the superseded data were derived.
 KQ0318
 KQ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD358454(NAD 83)
 KQ0318_MARKER: DB = BENCH MARK DISK
 KQ0318_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KQ0318_STAMPING: F 385 1955
 KQ0318_MARK LOGO: CGS   
 KQ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0318+STABILITY: SURFACE MOTION
 KQ0318
 KQ0318  HISTORY     - Date     Condition        Report By
 KQ0318  HISTORY     - 1955     MONUMENTED       CGS
 KQ0318  HISTORY     - 1967     GOOD             NGS
 KQ0318  HISTORY     - 1984     GOOD             NGS
 KQ0318
 KQ0318                          STATION DESCRIPTION
 KQ0318
 KQ0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0318'1.5 MI W FROM CARROLL SUMMIT.
 KQ0318'1.5 MILES WEST ALONG U.S. HIGHWAY 50 FROM CARROLL SUMMIT, AT 14-INCH
 KQ0318'CORRUGATED METAL PIPE CULVERT A 534 + 56, IN THE TOP OF THE SOUTHWEST
 KQ0318'END OF THE NORTHWEST CONCRETE HEAD WALL, 19.1 FEET NORTHWEST OF THE
 KQ0318'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 KQ0318
 KQ0318                          STATION RECOVERY (1967)
 KQ0318
 KQ0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KQ0318'RECOVERED IN GOOD CONDITION.
 KQ0318
 KQ0318                          STATION RECOVERY (1984)
 KQ0318
 KQ0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0318'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0318'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0077 ***********************************************************************
 KR0077  DESIGNATION -  F 386
 KR0077  PID         -  KR0077
 KR0077  STATE/COUNTY-  NV/CHURCHILL
 KR0077  USGS QUAD   -  DRUMM SUMMIT (1972)
 KR0077
 KR0077                         *CURRENT SURVEY CONTROL
 KR0077  ___________________________________________________________________
 KR0077* NAD 83(1986)-  39 21 24.     (N)    118 09 33.     (W)     SCALED    
 KR0077* NAVD 88     -      1275.605  (meters)    4185.05   (feet)  ADJUSTED  
 KR0077  ___________________________________________________________________
 KR0077  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KR0077  DYNAMIC HT  -        1274.468 (meters)    4181.32  (feet)  COMP
 KR0077  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 KR0077
 KR0077  VERT ORDER  -  FIRST     CLASS II
 KR0077
 KR0077.The horizontal coordinates were scaled from a topographic map and have
 KR0077.an estimated accuracy of +/- 6 seconds.
 KR0077
 KR0077.The orthometric height was determined by differential leveling
 KR0077.and adjusted by the National Geodetic Survey in June 1991..
 KR0077
 KR0077.The geoid height was determined by GEOID03.
 KR0077
 KR0077.The dynamic height is computed by dividing the NAVD 88
 KR0077.geopotential number by the normal gravity value computed on the
 KR0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0077.degrees latitude (g = 980.6199 gals.).
 KR0077
 KR0077.The modeled gravity was interpolated from observed gravity values.
 KR0077
 KR0077;                    North         East    Units  Estimated Accuracy
 KR0077;SPC NV W     - 4,511,280.      836,560.      MT  (+/- 180 meters Scaled)
 KR0077
 KR0077                          SUPERSEDED SURVEY CONTROL
 KR0077
 KR0077  NGVD 29 (??/??/92) 1274.563  (m)         4181.63   (f) ADJ UNCH    1 2
 KR0077
 KR0077.Superseded values are not recommended for survey control.
 KR0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0077.See file dsdata.txt to determine how the superseded data were derived.
 KR0077
 KR0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD001569(NAD 83)
 KR0077_MARKER: DB = BENCH MARK DISK
 KR0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0077_STAMPING: F 386 1955
 KR0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0077+STABILITY: SURFACE MOTION
 KR0077
 KR0077  HISTORY     - Date     Condition        Report By
 KR0077  HISTORY     - 1955     MONUMENTED       CGS
 KR0077  HISTORY     - 1972     GOOD             USGS
 KR0077
 KR0077                          STATION DESCRIPTION
 KR0077
 KR0077'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KR0077'10.7 MI NE FROM FRENCHMEN STATION.
 KR0077'5.8 MI. EAST ALONG US HWY 50 FROM THE SERVICE STATION AT FRENCHMEN
 KR0077'STATION, THENCE 4.9 MI. NORTH (TOWARDS DIXIE VALLEY) ALONG THE NEW
 KR0077'COUNTY GRADED RD. TO BENCH MARK.  135 FT. WEST OF FENCELINE, 55 FT.
 KR0077'WEST AND 4.0 FT. ABOVE CENTER LINE OF THE COUNTY RD, 32 FT. NORTHEAST
 KR0077'OF A DIM TRACK RD, 1.0 FT. SOUTH OF A METAL WITNESS POST.  SET IN THE
 KR0077'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0015 ***********************************************************************
 KR0015  DESIGNATION -  F 387
 KR0015  PID         -  KR0015
 KR0015  STATE/COUNTY-  NV/CHURCHILL
 KR0015  USGS QUAD   -  I X L CANYON (1980)
 KR0015
 KR0015                         *CURRENT SURVEY CONTROL
 KR0015  ___________________________________________________________________
 KR0015* NAD 83(1986)-  39 40 09.     (N)    118 09 44.     (W)     SCALED    
 KR0015* NAVD 88     -      1109.186  (meters)    3639.05   (feet)  ADJUSTED  
 KR0015  ___________________________________________________________________
 KR0015  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 KR0015  DYNAMIC HT  -        1108.254 (meters)    3636.00  (feet)  COMP
 KR0015  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 KR0015
 KR0015  VERT ORDER  -  FIRST     CLASS II
 KR0015
 KR0015.The horizontal coordinates were scaled from a topographic map and have
 KR0015.an estimated accuracy of +/- 6 seconds.
 KR0015
 KR0015.The orthometric height was determined by differential leveling
 KR0015.and adjusted by the National Geodetic Survey in June 1991..
 KR0015
 KR0015.The geoid height was determined by GEOID03.
 KR0015
 KR0015.The dynamic height is computed by dividing the NAVD 88
 KR0015.geopotential number by the normal gravity value computed on the
 KR0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0015.degrees latitude (g = 980.6199 gals.).
 KR0015
 KR0015.The modeled gravity was interpolated from observed gravity values.
 KR0015
 KR0015;                    North         East    Units  Estimated Accuracy
 KR0015;SPC NV W     - 4,545,970.      836,130.      MT  (+/- 180 meters Scaled)
 KR0015
 KR0015                          SUPERSEDED SURVEY CONTROL
 KR0015
 KR0015  NGVD 29 (??/??/92) 1108.229  (m)         3635.91   (f) ADJ UNCH    1 2
 KR0015
 KR0015.Superseded values are not recommended for survey control.
 KR0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0015.See file dsdata.txt to determine how the superseded data were derived.
 KR0015
 KR0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD003916(NAD 83)
 KR0015_MARKER: DB = BENCH MARK DISK
 KR0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0015_STAMPING: F 387 1955
 KR0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0015+STABILITY: SURFACE MOTION
 KR0015
 KR0015  HISTORY     - Date     Condition        Report By
 KR0015  HISTORY     - 1955     MONUMENTED       CGS
 KR0015  HISTORY     - 1958     GOOD             NGS
 KR0015
 KR0015                          STATION DESCRIPTION
 KR0015
 KR0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0015'34.0 MI N FROM FRENCHMAN STATION.
 KR0015'5.0 MILES EAST ALONG U. S. HIGHWAY 50 FROM FRENCHMAN STATION, THENCE
 KR0015'28.0 MILES NORTH ALONG A COUNTY GRADED ROAD LEADING TO DIXIE VALLEY,
 KR0015'THENCE 1.0 MILE SOUTHWEST ALONG A TRACK ROAD LEADING TO I X L CANYON,
 KR0015'ON THE CREST OF A SMALL RISE, 69 FEET EAST OF THE APPROXIMATE CENTER
 KR0015'OF A DRY WASH, 19 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 KR0015'WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN
 KR0015'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KR0015
 KR0015                          STATION RECOVERY (1958)
 KR0015
 KR0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KR0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0534 ***********************************************************************
 KR0534  DESIGNATION -  F 388
 KR0534  PID         -  KR0534
 KR0534  STATE/COUNTY-  NV/CHURCHILL
 KR0534  USGS QUAD   -  SODA LAKE WEST (1985)
 KR0534
 KR0534                         *CURRENT SURVEY CONTROL
 KR0534  ___________________________________________________________________
 KR0534* NAD 83(1986)-  39 30 15.     (N)    118 54 45.     (W)     SCALED    
 KR0534* NAVD 88     -      1225.165  (meters)    4019.56   (feet)  ADJUSTED  
 KR0534  ___________________________________________________________________
 KR0534  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 KR0534  DYNAMIC HT  -        1224.110 (meters)    4016.10  (feet)  COMP
 KR0534  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 KR0534
 KR0534  VERT ORDER  -  FIRST     CLASS II
 KR0534
 KR0534.The horizontal coordinates were scaled from a topographic map and have
 KR0534.an estimated accuracy of +/- 6 seconds.
 KR0534
 KR0534.The orthometric height was determined by differential leveling
 KR0534.and adjusted by the National Geodetic Survey in June 1991..
 KR0534.WARNING-Repeat measurements at this control monument indicate possible
 KR0534.vertical movement.
 KR0534
 KR0534.The geoid height was determined by GEOID03.
 KR0534
 KR0534.The dynamic height is computed by dividing the NAVD 88
 KR0534.geopotential number by the normal gravity value computed on the
 KR0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0534.degrees latitude (g = 980.6199 gals.).
 KR0534
 KR0534.The modeled gravity was interpolated from observed gravity values.
 KR0534
 KR0534;                    North         East    Units  Estimated Accuracy
 KR0534;SPC NV W     - 4,527,620.      771,690.      MT  (+/- 180 meters Scaled)
 KR0534
 KR0534                          SUPERSEDED SURVEY CONTROL
 KR0534
 KR0534  NGVD 29 (??/??/92) 1224.205  (m)         4016.41   (f) ADJ UNCH    1 2
 KR0534
 KR0534.Superseded values are not recommended for survey control.
 KR0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0534.See file dsdata.txt to determine how the superseded data were derived.
 KR0534
 KR0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD355744(NAD 83)
 KR0534_MARKER: DB = BENCH MARK DISK
 KR0534_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KR0534_SP_SET: CULVERT HEADWALL
 KR0534_STAMPING: F 388 1955
 KR0534_MARK LOGO: CGS   
 KR0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0534+STABILITY: SURFACE MOTION
 KR0534
 KR0534  HISTORY     - Date     Condition        Report By
 KR0534  HISTORY     - 1955     MONUMENTED       CGS
 KR0534  HISTORY     - 1967     GOOD             NGS
 KR0534  HISTORY     - 1986     GOOD             NGS
 KR0534
 KR0534                          STATION DESCRIPTION
 KR0534
 KR0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0534'7.25 MI NW FROM FALLON.
 KR0534'ABOUT 7.25 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 KR0534'FROM THE STATION AT FALLON, OR ABOUT 0.4 MILE EAST ALONG THE OVERLAND
 KR0534'ROUTE OF THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE RAILROAD TOOL
 KR0534'HOUSE AT HAZEN, THENCE 8.1 MILES SOUTHEAST ALONG THE FALLON BRANCH OF
 KR0534'THE SOUTHERN PACIFIC COMPANY RAILROAD, IN SECTION 14, T 19 N, R 27 E,
 KR0534'11 1/2 POLES NORTHWEST OF MILEPOST NUMBER 297, 161 1/2 FEET SOUTH OF
 KR0534'THE SOUTH RAIL OF THE TRACK, 22 FEET NORTH OF THE CENTER LINE OF U.S.
 KR0534'HIGHWAYS 95 ALTERNATE AND 50, SET IN THE TOP OF THE EAST END OF THE
 KR0534'NORTH CONCRETE HEAD WALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, 37
 KR0534'FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD THAT LEADS NORTH, AND
 KR0534'ABOUT LEVEL WITH THE HIGHWAY.
 KR0534
 KR0534                          STATION RECOVERY (1986)
 KR0534
 KR0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0534'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.24 KM (0.15
 KR0534'MI) SOUTH ALONG US HIGHWAY 95 (MAIN STREET) FROM THE POST OFFICE IN
 KR0534'FALLON, THENCE 12.3 KM (7.6 MI) WESTERLY ALONG US HIGHWAY 50, NEAR THE
 KR0534'CROSSING OF A DIRT ROAD LEADING NORTH AND ACROSS THE SOUTHERN PACIFIC
 KR0534'COMPANY RAILROAD, IN TOP OF THE EAST END OF THE NORTH CONCRETE
 KR0534'HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, 6.7 METERS (22 FT) NORTH
 KR0534'OF THE CENTERLINE OF THE HIGHWAY, 49.3 METERS (162 FT) SOUTHWEST OF
 KR0534'THE SOUTHWEST RAIL OF THE RAILROAD.
 KR0534'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0040 ***********************************************************************
 KR0040  DESIGNATION -  F 389
 KR0040  PID         -  KR0040
 KR0040  STATE/COUNTY-  NV/CHURCHILL
 KR0040  USGS QUAD   -  TABLE MTN (1980)
 KR0040
 KR0040                         *CURRENT SURVEY CONTROL
 KR0040  ___________________________________________________________________
 KR0040* NAD 83(1986)-  39 36 42.     (N)    118 22 03.     (W)     SCALED    
 KR0040* NAVD 88     -      1201.490  (meters)    3941.89   (feet)  ADJUSTED  
 KR0040  ___________________________________________________________________
 KR0040  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 KR0040  DYNAMIC HT  -        1200.476 (meters)    3938.56  (feet)  COMP
 KR0040  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 KR0040
 KR0040  VERT ORDER  -  FIRST     CLASS II
 KR0040
 KR0040.The horizontal coordinates were scaled from a topographic map and have
 KR0040.an estimated accuracy of +/- 6 seconds.
 KR0040
 KR0040.The orthometric height was determined by differential leveling
 KR0040.and adjusted by the National Geodetic Survey in June 1991..
 KR0040
 KR0040.The geoid height was determined by GEOID03.
 KR0040
 KR0040.The dynamic height is computed by dividing the NAVD 88
 KR0040.geopotential number by the normal gravity value computed on the
 KR0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0040.degrees latitude (g = 980.6199 gals.).
 KR0040
 KR0040.The modeled gravity was interpolated from observed gravity values.
 KR0040
 KR0040;                    North         East    Units  Estimated Accuracy
 KR0040;SPC NV W     - 4,539,520.      818,530.      MT  (+/- 180 meters Scaled)
 KR0040
 KR0040                          SUPERSEDED SURVEY CONTROL
 KR0040
 KR0040  NGVD 29 (??/??/92) 1200.546  (m)         3938.79   (f) ADJ UNCH    1 2
 KR0040
 KR0040.Superseded values are not recommended for survey control.
 KR0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0040.See file dsdata.txt to determine how the superseded data were derived.
 KR0040
 KR0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD826855(NAD 83)
 KR0040_MARKER: DB = BENCH MARK DISK
 KR0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0040_STAMPING: F 389 1955
 KR0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0040+STABILITY: SURFACE MOTION
 KR0040
 KR0040  HISTORY     - Date     Condition        Report By
 KR0040  HISTORY     - 1955     MONUMENTED       CGS
 KR0040
 KR0040                          STATION DESCRIPTION
 KR0040
 KR0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0040'3.5 MI SW FROM DESERT WELL.
 KR0040'0.3 MILE SOUTH ALONG A TRACK ROAD FROM DESERT WELL, THENCE 3.2 MILES
 KR0040'SOUTHWEST ALONG A COUNTY GRADED ROAD, 0.45 MILE NORTH OF THE
 KR0040'INTERSECTION OF AN EAST-WEST GRAVELED ROAD AND A CATTLE GUARD, 71 FEET
 KR0040'SOUTH OF THE APPROXIMATE CENTER OF A DRY WASH, 50 FEET NORTH OF THE
 KR0040'NORTH EDGE OF A SMALL ALKALI AREA, 37 FEET WEST OF THE CENTER LINE OF
 KR0040'THE ROAD, 1.6 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN
 KR0040'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 KR0040'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0247 ***********************************************************************
 MT0247  DESIGNATION -  F 39
 MT0247  PID         -  MT0247
 MT0247  STATE/COUNTY-  NV/ELKO
 MT0247  USGS QUAD   -  WILKINS (1968)
 MT0247
 MT0247                         *CURRENT SURVEY CONTROL
 MT0247  ___________________________________________________________________
 MT0247* NAD 83(1986)-  41 26 10.     (N)    114 50 27.     (W)     SCALED    
 MT0247* NAVD 88     -      1798.938  (meters)    5902.02   (feet)  ADJUSTED  
 MT0247  ___________________________________________________________________
 MT0247  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 MT0247  DYNAMIC HT  -        1797.508 (meters)    5897.32  (feet)  COMP
 MT0247  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 MT0247
 MT0247  VERT ORDER  -  SECOND    CLASS 0
 MT0247
 MT0247.The horizontal coordinates were scaled from a topographic map and have
 MT0247.an estimated accuracy of +/- 6 seconds.
 MT0247
 MT0247.The orthometric height was determined by differential leveling
 MT0247.and adjusted by the National Geodetic Survey in June 1991..
 MT0247
 MT0247.The geoid height was determined by GEOID03.
 MT0247
 MT0247.The dynamic height is computed by dividing the NAVD 88
 MT0247.geopotential number by the normal gravity value computed on the
 MT0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0247.degrees latitude (g = 980.6199 gals.).
 MT0247
 MT0247.The modeled gravity was interpolated from observed gravity values.
 MT0247
 MT0247;                    North         East    Units  Estimated Accuracy
 MT0247;SPC NV E     - 8,742,340.      262,050.      MT  (+/- 180 meters Scaled)
 MT0247
 MT0247                          SUPERSEDED SURVEY CONTROL
 MT0247
 MT0247  NGVD 29 (??/??/92) 1797.757  (m)         5898.14   (f) ADJ UNCH    2 0
 MT0247
 MT0247.Superseded values are not recommended for survey control.
 MT0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0247.See file dsdata.txt to determine how the superseded data were derived.
 MT0247
 MT0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF803894(NAD 83)
 MT0247_MARKER: DB = BENCH MARK DISK
 MT0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0247_STAMPING: F 39 1934
 MT0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0247+STABILITY: SURFACE MOTION
 MT0247
 MT0247  HISTORY     - Date     Condition        Report By
 MT0247  HISTORY     - 1934     MONUMENTED       CGS
 MT0247  HISTORY     - 1958     GOOD             NGS
 MT0247
 MT0247                          STATION DESCRIPTION
 MT0247
 MT0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0247'14.3 MI N FROM MELANDCO.
 MT0247'14.3 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE WATER
 MT0247'TANK AT MELANDCO, AT THE CROSSING OF A CREEK, 0.05 MILE NORTH OF A
 MT0247'RIGHT-ANGLE OFF-SET IN THE RAILROAD RIGHT-OF-WAY FENCE, 99.8 FEET WEST
 MT0247'OF THE WEST RAIL, 87.7 FEET WEST OF THE WEST END OF 36-INCH PIPE
 MT0247'CULVERT 94.37, 73 1/2 FEET SOUTHWEST OF A FENCE POST (AT AN N SHAPED
 MT0247'OFF-SET IN THE RAILROAD FENCE), 28 FEET NORTH OF THE CENTER OF THE
 MT0247'CREEK, 9 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 2.3 FEET WEST
 MT0247'OF A FENCE, 2.2 SOUTH OF A WITNESS POST, LEVEL WITH THE TRACK, AND SET
 MT0247'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0078 ***********************************************************************
 KQ0078  DESIGNATION -  F 390
 KQ0078  PID         -  KQ0078
 KQ0078  STATE/COUNTY-  NV/LANDER
 KQ0078  USGS QUAD   -  SIMPSON PARK CANYON (1989)
 KQ0078
 KQ0078                         *CURRENT SURVEY CONTROL
 KQ0078  ___________________________________________________________________
 KQ0078* NAD 83(1986)-  39 23 42.     (N)    116 53 37.     (W)     SCALED    
 KQ0078* NAVD 88     -      1750.529  (meters)    5743.19   (feet)  ADJUSTED  
 KQ0078  ___________________________________________________________________
 KQ0078  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 KQ0078  DYNAMIC HT  -        1748.758 (meters)    5737.38  (feet)  COMP
 KQ0078  MODELED GRAV-     979,553.5   (mgal)                       NAVD 88
 KQ0078
 KQ0078  VERT ORDER  -  FIRST     CLASS II
 KQ0078
 KQ0078.The horizontal coordinates were scaled from a topographic map and have
 KQ0078.an estimated accuracy of +/- 6 seconds.
 KQ0078
 KQ0078.The orthometric height was determined by differential leveling
 KQ0078.and adjusted by the National Geodetic Survey in June 1991..
 KQ0078
 KQ0078.The geoid height was determined by GEOID03.
 KQ0078
 KQ0078.The dynamic height is computed by dividing the NAVD 88
 KQ0078.geopotential number by the normal gravity value computed on the
 KQ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0078.degrees latitude (g = 980.6199 gals.).
 KQ0078
 KQ0078.The modeled gravity was interpolated from observed gravity values.
 KQ0078
 KQ0078;                    North         East    Units  Estimated Accuracy
 KQ0078;SPC NV C     - 6,515,470.      480,450.      MT  (+/- 180 meters Scaled)
 KQ0078
 KQ0078                          SUPERSEDED SURVEY CONTROL
 KQ0078
 KQ0078  NGVD 29 (??/??/92) 1749.287  (m)         5739.12   (f) ADJ UNCH    1 2
 KQ0078
 KQ0078.Superseded values are not recommended for survey control.
 KQ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0078.See file dsdata.txt to determine how the superseded data were derived.
 KQ0078
 KQ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND091606(NAD 83)
 KQ0078_MARKER: DB = BENCH MARK DISK
 KQ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0078_STAMPING: F 390 1955
 KQ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0078+STABILITY: SURFACE MOTION
 KQ0078
 KQ0078  HISTORY     - Date     Condition        Report By
 KQ0078  HISTORY     - 1955     MONUMENTED       CGS
 KQ0078
 KQ0078                          STATION DESCRIPTION
 KQ0078
 KQ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0078'14.3 MI SE FROM AUSTIN.
 KQ0078'14.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0078'AT AUSTIN, 87 FEET WEST OF THE APPROXIMATE CENTER OF A DRAINAGE DITCH,
 KQ0078'63.4 FEET SOUTHWEST OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL OF A
 KQ0078'DOUBLE 24-INCH CORRUGATED METAL PIPE CULVERT, 62.6 FEET SOUTH OF THE
 KQ0078'CENTER LINE OF THE HIGHWAY, 1.7 FEET NORTHWEST OF A WITNESS POST,
 KQ0078'ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 KQ0078'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0126 ***********************************************************************
 MU0126  DESIGNATION -  F 391
 MU0126  PID         -  MU0126
 MU0126  STATE/COUNTY-  NV/ELKO
 MU0126  USGS QUAD   -  STAR VALLEY RIDGE SW (1973)
 MU0126
 MU0126                         *CURRENT SURVEY CONTROL
 MU0126  ___________________________________________________________________
 MU0126* NAD 83(1986)-  41 48 52.     (N)    116 57 55.     (W)     SCALED    
 MU0126* NAVD 88     -      1620.746  (meters)    5317.40   (feet)  ADJUSTED  
 MU0126  ___________________________________________________________________
 MU0126  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 MU0126  DYNAMIC HT  -        1619.577 (meters)    5313.56  (feet)  COMP
 MU0126  MODELED GRAV-     979,843.7   (mgal)                       NAVD 88
 MU0126
 MU0126  VERT ORDER  -  SECOND    CLASS 0
 MU0126
 MU0126.The horizontal coordinates were scaled from a topographic map and have
 MU0126.an estimated accuracy of +/- 6 seconds.
 MU0126
 MU0126.The orthometric height was determined by differential leveling
 MU0126.and adjusted by the National Geodetic Survey in June 1991..
 MU0126
 MU0126.The geoid height was determined by GEOID03.
 MU0126
 MU0126.The dynamic height is computed by dividing the NAVD 88
 MU0126.geopotential number by the normal gravity value computed on the
 MU0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0126.degrees latitude (g = 980.6199 gals.).
 MU0126
 MU0126.The modeled gravity was interpolated from observed gravity values.
 MU0126
 MU0126;                    North         East    Units  Estimated Accuracy
 MU0126;SPC NV E     - 8,785,010.       85,180.      MT  (+/- 180 meters Scaled)
 MU0126
 MU0126                          SUPERSEDED SURVEY CONTROL
 MU0126
 MU0126  NGVD 29 (??/??/92) 1619.633  (m)         5313.75   (f) ADJ UNCH    2 0
 MU0126
 MU0126.Superseded values are not recommended for survey control.
 MU0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0126.See file dsdata.txt to determine how the superseded data were derived.
 MU0126
 MU0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG028291(NAD 83)
 MU0126_MARKER: DB = BENCH MARK DISK
 MU0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0126_STAMPING: F 391 1963
 MU0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0126+STABILITY: SURFACE MOTION
 MU0126
 MU0126  HISTORY     - Date     Condition        Report By
 MU0126  HISTORY     - 1963     MONUMENTED       CGS
 MU0126
 MU0126                          STATION DESCRIPTION
 MU0126
 MU0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0126'42.75 MI NW FROM I L RANCH.
 MU0126'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0126'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 18.9 MILES NORTHWEST
 MU0126'ALONG A DIRT ROAD, THENCE 2.5 MILES NORTHWEST ALONG A DIRT ROAD,
 MU0126'THENCE 3.9 MILES WEST ALONG A TRACK ROAD, 43 FEET SOUTH OF THE CENTER
 MU0126'LINE OF THE ROAD, 2.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 MU0126'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MU0126'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0150 ***********************************************************************
 MU0150  DESIGNATION -  F 392
 MU0150  PID         -  MU0150
 MU0150  STATE/COUNTY-  NV/ELKO
 MU0150  USGS QUAD   -  DESERT RANCH (1974)
 MU0150
 MU0150                         *CURRENT SURVEY CONTROL
 MU0150  ___________________________________________________________________
 MU0150* NAD 83(1986)-  41 43 21.     (N)    116 34 18.     (W)     SCALED    
 MU0150* NAVD 88     -      1613.881  (meters)    5294.87   (feet)  ADJUSTED  
 MU0150  ___________________________________________________________________
 MU0150  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 MU0150  DYNAMIC HT  -        1612.686 (meters)    5290.95  (feet)  COMP
 MU0150  MODELED GRAV-     979,825.3   (mgal)                       NAVD 88
 MU0150
 MU0150  VERT ORDER  -  SECOND    CLASS 0
 MU0150
 MU0150.The horizontal coordinates were scaled from a topographic map and have
 MU0150.an estimated accuracy of +/- 6 seconds.
 MU0150
 MU0150.The orthometric height was determined by differential leveling
 MU0150.and adjusted by the National Geodetic Survey in June 1991..
 MU0150
 MU0150.The geoid height was determined by GEOID03.
 MU0150
 MU0150.The dynamic height is computed by dividing the NAVD 88
 MU0150.geopotential number by the normal gravity value computed on the
 MU0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0150.degrees latitude (g = 980.6199 gals.).
 MU0150
 MU0150.The modeled gravity was interpolated from observed gravity values.
 MU0150
 MU0150;                    North         East    Units  Estimated Accuracy
 MU0150;SPC NV E     - 8,774,350.      117,770.      MT  (+/- 180 meters Scaled)
 MU0150
 MU0150                          SUPERSEDED SURVEY CONTROL
 MU0150
 MU0150  NGVD 29 (??/??/92) 1612.756  (m)         5291.18   (f) ADJ UNCH    2 0
 MU0150
 MU0150.Superseded values are not recommended for survey control.
 MU0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0150.See file dsdata.txt to determine how the superseded data were derived.
 MU0150
 MU0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG356190(NAD 83)
 MU0150_MARKER: DB = BENCH MARK DISK
 MU0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0150_SP_SET: CONCRETE POST
 MU0150_STAMPING: F 392 1963
 MU0150_MARK LOGO: CGS   
 MU0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0150+STABILITY: SURFACE MOTION
 MU0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0150+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1973
 MU0150
 MU0150  HISTORY     - Date     Condition        Report By
 MU0150  HISTORY     - 1963     MONUMENTED       CGS
 MU0150  HISTORY     - 19730309 GOOD             USGS
 MU0150
 MU0150                          STATION DESCRIPTION
 MU0150
 MU0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0150'18.6 MI NW FROM I L RANCH.
 MU0150'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0150'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 1.15 MILES NORTHWEST
 MU0150'ALONG A DIRT ROAD, 0.4 MILE WEST OF THE JUNCTION OF A TRACK ROAD
 MU0150'SOUTHWEST AND A CURVE, 64 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MU0150'3.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 MU0150'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 MU0150'GROUND.
 MU0150
 MU0150                          STATION RECOVERY (1973)
 MU0150
 MU0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 MU0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0070 ***********************************************************************
 MU0070  DESIGNATION -  F 393
 MU0070  PID         -  MU0070
 MU0070  STATE/COUNTY-  NV/ELKO
 MU0070  USGS QUAD   -  I-L RANCH (1987)
 MU0070
 MU0070                         *CURRENT SURVEY CONTROL
 MU0070  ___________________________________________________________________
 MU0070* NAD 83(1986)-  41 35 04.     (N)    116 23 16.     (W)     SCALED    
 MU0070* NAVD 88     -      1581.996  (meters)    5190.27   (feet)  ADJUSTED  
 MU0070  ___________________________________________________________________
 MU0070  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 MU0070  DYNAMIC HT  -        1580.805 (meters)    5186.36  (feet)  COMP
 MU0070  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 MU0070
 MU0070  VERT ORDER  -  SECOND    CLASS 0
 MU0070
 MU0070.The horizontal coordinates were scaled from a topographic map and have
 MU0070.an estimated accuracy of +/- 6 seconds.
 MU0070
 MU0070.The orthometric height was determined by differential leveling
 MU0070.and adjusted by the National Geodetic Survey in June 1991..
 MU0070
 MU0070.The geoid height was determined by GEOID03.
 MU0070
 MU0070.The dynamic height is computed by dividing the NAVD 88
 MU0070.geopotential number by the normal gravity value computed on the
 MU0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0070.degrees latitude (g = 980.6199 gals.).
 MU0070
 MU0070.The modeled gravity was interpolated from observed gravity values.
 MU0070
 MU0070;                    North         East    Units  Estimated Accuracy
 MU0070;SPC NV E     - 8,758,860.      132,930.      MT  (+/- 180 meters Scaled)
 MU0070
 MU0070                          SUPERSEDED SURVEY CONTROL
 MU0070
 MU0070  NGVD 29 (??/??/92) 1580.860  (m)         5186.54   (f) ADJ UNCH    2 0
 MU0070
 MU0070.Superseded values are not recommended for survey control.
 MU0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0070.See file dsdata.txt to determine how the superseded data were derived.
 MU0070
 MU0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG510038(NAD 83)
 MU0070_MARKER: DB = BENCH MARK DISK
 MU0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MU0070_SP_SET: BRIDGE
 MU0070_STAMPING: F 393 1963
 MU0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0070
 MU0070  HISTORY     - Date     Condition        Report By
 MU0070  HISTORY     - 1963     MONUMENTED       CGS
 MU0070
 MU0070                          STATION DESCRIPTION
 MU0070
 MU0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0070'1.45 MI E FROM I L RANCH.
 MU0070'1.45 MILES EAST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0070'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHWEST CONCRETE WING WALL OF
 MU0070'A WOODEN BRIDGE OVER THE SOUTH FORK OWYHEE RIVER, 16 FEET SOUTH OF THE
 MU0070'CENTER LINE OF THE ROAD, 15 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MU0070'THE BRIDGE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0379 ***********************************************************************
 LQ0379  DESIGNATION -  F 394
 LQ0379  PID         -  LQ0379
 LQ0379  STATE/COUNTY-  NV/ELKO
 LQ0379  USGS QUAD   -  FROST CREEK (1985)
 LQ0379
 LQ0379                         *CURRENT SURVEY CONTROL
 LQ0379  ___________________________________________________________________
 LQ0379* NAD 83(1986)-  40 22 03.     (N)    115 38 55.     (W)     SCALED    
 LQ0379* NAVD 88     -      1767.801  (meters)    5799.86   (feet)  ADJUSTED  
 LQ0379  ___________________________________________________________________
 LQ0379  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 LQ0379  DYNAMIC HT  -        1766.179 (meters)    5794.54  (feet)  COMP
 LQ0379  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 LQ0379
 LQ0379  VERT ORDER  -  SECOND    CLASS 0
 LQ0379
 LQ0379.The horizontal coordinates were scaled from a topographic map and have
 LQ0379.an estimated accuracy of +/- 6 seconds.
 LQ0379
 LQ0379.The orthometric height was determined by differential leveling
 LQ0379.and adjusted by the National Geodetic Survey in June 1991..
 LQ0379
 LQ0379.The geoid height was determined by GEOID03.
 LQ0379
 LQ0379.The dynamic height is computed by dividing the NAVD 88
 LQ0379.geopotential number by the normal gravity value computed on the
 LQ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0379.degrees latitude (g = 980.6199 gals.).
 LQ0379
 LQ0379.The modeled gravity was interpolated from observed gravity values.
 LQ0379
 LQ0379;                    North         East    Units  Estimated Accuracy
 LQ0379;SPC NV E     - 8,623,420.      194,460.      MT  (+/- 180 meters Scaled)
 LQ0379
 LQ0379                          SUPERSEDED SURVEY CONTROL
 LQ0379
 LQ0379  NGVD 29 (??/??/92) 1766.652  (m)         5796.09   (f) ADJ UNCH    2 0
 LQ0379
 LQ0379.Superseded values are not recommended for survey control.
 LQ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0379.See file dsdata.txt to determine how the superseded data were derived.
 LQ0379
 LQ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE147694(NAD 83)
 LQ0379_MARKER: DB = BENCH MARK DISK
 LQ0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0379_STAMPING: F 394 1963
 LQ0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0379+STABILITY: SURFACE MOTION
 LQ0379
 LQ0379  HISTORY     - Date     Condition        Report By
 LQ0379  HISTORY     - 1963     MONUMENTED       CGS
 LQ0379
 LQ0379                          STATION DESCRIPTION
 LQ0379
 LQ0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0379'4.45 MI SE FROM JIGGS.
 LQ0379'3.3 MILES SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0379'JIGGS, THENCE 1.15 MILES SOUTHEAST ALONG THE HARRISON PASS ROAD, 90
 LQ0379'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET SOUTHWEST OF A
 LQ0379'FENCE, 1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER
 LQ0379'THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0321 ***********************************************************************
 LQ0321  DESIGNATION -  F 395
 LQ0321  PID         -  LQ0321
 LQ0321  STATE/COUNTY-  NV/ELKO
 LQ0321  USGS QUAD   -  FRANKLIN LAKE SE (1980)
 LQ0321
 LQ0321                         *CURRENT SURVEY CONTROL
 LQ0321  ___________________________________________________________________
 LQ0321* NAD 83(1986)-  40 21 11.     (N)    115 15 29.     (W)     SCALED    
 LQ0321* NAVD 88     -      1838.603  (meters)    6032.15   (feet)  ADJUSTED  
 LQ0321  ___________________________________________________________________
 LQ0321  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 LQ0321  DYNAMIC HT  -        1836.877 (meters)    6026.49  (feet)  COMP
 LQ0321  MODELED GRAV-     979,621.3   (mgal)                       NAVD 88
 LQ0321
 LQ0321  VERT ORDER  -  SECOND    CLASS 0
 LQ0321
 LQ0321.The horizontal coordinates were scaled from a topographic map and have
 LQ0321.an estimated accuracy of +/- 6 seconds.
 LQ0321
 LQ0321.The orthometric height was determined by differential leveling
 LQ0321.and adjusted by the National Geodetic Survey in June 1991..
 LQ0321
 LQ0321.The geoid height was determined by GEOID03.
 LQ0321
 LQ0321.The dynamic height is computed by dividing the NAVD 88
 LQ0321.geopotential number by the normal gravity value computed on the
 LQ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0321.degrees latitude (g = 980.6199 gals.).
 LQ0321
 LQ0321.The modeled gravity was interpolated from observed gravity values.
 LQ0321
 LQ0321;                    North         East    Units  Estimated Accuracy
 LQ0321;SPC NV E     - 8,621,860.      227,630.      MT  (+/- 180 meters Scaled)
 LQ0321
 LQ0321                          SUPERSEDED SURVEY CONTROL
 LQ0321
 LQ0321  NGVD 29 (??/??/92) 1837.413  (m)         6028.25   (f) ADJ UNCH    2 0
 LQ0321
 LQ0321.Superseded values are not recommended for survey control.
 LQ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0321.See file dsdata.txt to determine how the superseded data were derived.
 LQ0321
 LQ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE479684(NAD 83)
 LQ0321_MARKER: DB = BENCH MARK DISK
 LQ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0321_STAMPING: F 395 1963
 LQ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0321+STABILITY: SURFACE MOTION
 LQ0321
 LQ0321  HISTORY     - Date     Condition        Report By
 LQ0321  HISTORY     - 1963     MONUMENTED       CGS
 LQ0321
 LQ0321                          STATION DESCRIPTION
 LQ0321
 LQ0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0321'20.6 MI SE FROM RUBY VALLEY.
 LQ0321'8.0 MILES SOUTH ALONG A ROAD FROM THE ROCK HOUSE RANCH AT RUBY VALLEY,
 LQ0321'THENCE 12.6 MILES EAST AND NORTHEAST ALONG A ROAD, ON THE OUTSIDE OF A
 LQ0321'LONG CURVE, 37 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET
 LQ0321'NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN
 LQ0321'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0230 ***********************************************************************
 LQ0230  DESIGNATION -  F 396
 LQ0230  PID         -  LQ0230
 LQ0230  STATE/COUNTY-  NV/ELKO
 LQ0230  USGS QUAD   -  PALOMINO WELL (1984)
 LQ0230
 LQ0230                         *CURRENT SURVEY CONTROL
 LQ0230  ___________________________________________________________________
 LQ0230* NAD 83(1986)-  40 24 25.     (N)    114 57 37.     (W)     SCALED    
 LQ0230* NAVD 88     -      1836.601  (meters)    6025.58   (feet)  ADJUSTED  
 LQ0230  ___________________________________________________________________
 LQ0230  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 LQ0230  DYNAMIC HT  -        1834.888 (meters)    6019.96  (feet)  COMP
 LQ0230  MODELED GRAV-     979,627.7   (mgal)                       NAVD 88
 LQ0230
 LQ0230  VERT ORDER  -  SECOND    CLASS 0
 LQ0230
 LQ0230.The horizontal coordinates were scaled from a topographic map and have
 LQ0230.an estimated accuracy of +/- 6 seconds.
 LQ0230
 LQ0230.The orthometric height was determined by differential leveling
 LQ0230.and adjusted by the National Geodetic Survey in June 1991..
 LQ0230
 LQ0230.The geoid height was determined by GEOID03.
 LQ0230
 LQ0230.The dynamic height is computed by dividing the NAVD 88
 LQ0230.geopotential number by the normal gravity value computed on the
 LQ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0230.degrees latitude (g = 980.6199 gals.).
 LQ0230
 LQ0230.The modeled gravity was interpolated from observed gravity values.
 LQ0230
 LQ0230;                    North         East    Units  Estimated Accuracy
 LQ0230;SPC NV E     - 8,627,980.      252,880.      MT  (+/- 180 meters Scaled)
 LQ0230
 LQ0230                          SUPERSEDED SURVEY CONTROL
 LQ0230
 LQ0230  NGVD 29 (??/??/92) 1835.415  (m)         6021.69   (f) ADJ UNCH    2 0
 LQ0230
 LQ0230.Superseded values are not recommended for survey control.
 LQ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0230.See file dsdata.txt to determine how the superseded data were derived.
 LQ0230
 LQ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE730749(NAD 83)
 LQ0230_MARKER: DB = BENCH MARK DISK
 LQ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0230_STAMPING: F 396 1963
 LQ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0230+STABILITY: SURFACE MOTION
 LQ0230
 LQ0230  HISTORY     - Date     Condition        Report By
 LQ0230  HISTORY     - 1963     MONUMENTED       CGS
 LQ0230
 LQ0230                          STATION DESCRIPTION
 LQ0230
 LQ0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0230'16.95 MI NW FROM CURRIE.
 LQ0230'4.95 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE RAILROAD CROSSING
 LQ0230'AT CURRIE, THENCE 12.0 MILES NORTHWEST ALONG A ROAD, 36 FEET NORTHEAST
 LQ0230'OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTHEAST OF A WITNESS POST,
 LQ0230'ABOUT 1/2 FOOT HIGHER THEN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LQ0230'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0216 ***********************************************************************
 MV0216  DESIGNATION -  F 397
 MV0216  PID         -  MV0216
 MV0216  STATE/COUNTY-  NV/WASHOE
 MV0216  USGS QUAD   -  COLEMAN CANYON (1966)
 MV0216
 MV0216                         *CURRENT SURVEY CONTROL
 MV0216  ___________________________________________________________________
 MV0216* NAD 83(1986)-  41 55 52.     (N)    119 42 11.     (W)     SCALED    
 MV0216* NAVD 88     -      1772.237  (meters)    5814.41   (feet)  ADJUSTED  
 MV0216  ___________________________________________________________________
 MV0216  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 MV0216  DYNAMIC HT  -        1770.915 (meters)    5810.08  (feet)  COMP
 MV0216  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 MV0216
 MV0216  VERT ORDER  -  SECOND    CLASS 0
 MV0216
 MV0216.The horizontal coordinates were scaled from a topographic map and have
 MV0216.an estimated accuracy of +/- 6 seconds.
 MV0216
 MV0216.The orthometric height was determined by differential leveling
 MV0216.and adjusted by the National Geodetic Survey in June 1991..
 MV0216
 MV0216.The geoid height was determined by GEOID03.
 MV0216
 MV0216.The dynamic height is computed by dividing the NAVD 88
 MV0216.geopotential number by the normal gravity value computed on the
 MV0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0216.degrees latitude (g = 980.6199 gals.).
 MV0216
 MV0216.The modeled gravity was interpolated from observed gravity values.
 MV0216
 MV0216;                    North         East    Units  Estimated Accuracy
 MV0216;SPC NV W     - 4,797,650.      707,140.      MT  (+/- 180 meters Scaled)
 MV0216
 MV0216                          SUPERSEDED SURVEY CONTROL
 MV0216
 MV0216  NGVD 29 (??/??/92) 1770.983  (m)         5810.30   (f) ADJ UNCH    2 0
 MV0216
 MV0216.Superseded values are not recommended for survey control.
 MV0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0216.See file dsdata.txt to determine how the superseded data were derived.
 MV0216
 MV0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG758456(NAD 83)
 MV0216_MARKER: DB = BENCH MARK DISK
 MV0216_SETTING: 80 = SET IN A BOULDER
 MV0216_SP_SET: BOULDER
 MV0216_STAMPING: F 397 1965
 MV0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0216+STABILITY: SURFACE MOTION
 MV0216
 MV0216  HISTORY     - Date     Condition        Report By
 MV0216  HISTORY     - 1965     MONUMENTED       CGS
 MV0216
 MV0216                          STATION DESCRIPTION
 MV0216
 MV0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0216'24.05 MI SE FROM ADEL, OR.
 MV0216'2.1 MILES SOUTHWEST ALONG A ROAD FROM THE STORE AT ADEL, THENCE 15.85
 MV0216'MILES SOUTHEAST ALONG A ROAD TO OREGON-NEVADA STATE LINE, THENCE 6.1
 MV0216'MILES SOUTHEAST ALONG NEVADA STATE HIGHWAY 34, 78 FEET WEST-NORTHWEST
 MV0216'OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 34 AND A ROAD WEST, IN
 MV0216'THE TOP OF A 4 1/2 BY 4 1/2-FOOT BOULDER PROJECTING ABOUT 0.5 FOOT
 MV0216'ABOVE THE GROUND, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST,
 MV0216'27 FEET NORTHWEST OF LAKEVIEW 65- WINNEMUCCA 182- REFUGE HG SIGN, AND
 MV0216'ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0111 ***********************************************************************
 MV0111  DESIGNATION -  F 398
 MV0111  PID         -  MV0111
 MV0111  STATE/COUNTY-  NV/WASHOE
 MV0111  USGS QUAD   -  CATNIP CANYON (1966)
 MV0111
 MV0111                         *CURRENT SURVEY CONTROL
 MV0111  ___________________________________________________________________
 MV0111* NAD 83(1986)-  41 55 07.     (N)    119 25 15.     (W)     SCALED    
 MV0111* NAVD 88     -      1822.222  (meters)    5978.41   (feet)  ADJUSTED  
 MV0111  ___________________________________________________________________
 MV0111  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 MV0111  DYNAMIC HT  -        1820.840 (meters)    5973.87  (feet)  COMP
 MV0111  MODELED GRAV-     979,798.9   (mgal)                       NAVD 88
 MV0111
 MV0111  VERT ORDER  -  SECOND    CLASS 0
 MV0111
 MV0111.The horizontal coordinates were scaled from a topographic map and have
 MV0111.an estimated accuracy of +/- 6 seconds.
 MV0111
 MV0111.The orthometric height was determined by differential leveling
 MV0111.and adjusted by the National Geodetic Survey in June 1991..
 MV0111
 MV0111.The geoid height was determined by GEOID03.
 MV0111
 MV0111.The dynamic height is computed by dividing the NAVD 88
 MV0111.geopotential number by the normal gravity value computed on the
 MV0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0111.degrees latitude (g = 980.6199 gals.).
 MV0111
 MV0111.The modeled gravity was interpolated from observed gravity values.
 MV0111
 MV0111;                    North         East    Units  Estimated Accuracy
 MV0111;SPC NV W     - 4,796,000.      730,530.      MT  (+/- 180 meters Scaled)
 MV0111
 MV0111                          SUPERSEDED SURVEY CONTROL
 MV0111
 MV0111  NGVD 29 (??/??/92) 1820.968  (m)         5974.29   (f) ADJ UNCH    2 0
 MV0111
 MV0111.Superseded values are not recommended for survey control.
 MV0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0111.See file dsdata.txt to determine how the superseded data were derived.
 MV0111
 MV0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG992435(NAD 83)
 MV0111_MARKER: DB = BENCH MARK DISK
 MV0111_SETTING: 80 = SET IN A BOULDER
 MV0111_SP_SET: BOULDER
 MV0111_STAMPING: F 398 1965
 MV0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0111+STABILITY: SURFACE MOTION
 MV0111
 MV0111  HISTORY     - Date     Condition        Report By
 MV0111  HISTORY     - 1965     MONUMENTED       CGS
 MV0111
 MV0111                          STATION DESCRIPTION
 MV0111
 MV0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0111'8.6 MI SE FROM IXL RANCH.
 MV0111'4.8 MILES SOUTHEAST ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0111'THENCE 3.8 MILES EAST ALONG STATE HIGHWAY 34A, ON THE OUTSIDE OF A
 MV0111'CURVE, 0.05 MILE EAST OF THE CROSSING OF A TELEPHONE LINE, IN THE TOP
 MV0111'OF A 5- BY 5-FOOT BOULDER WHICH PROJECTS ABOUT 4 1/2 FEET ABOVE THE
 MV0111'GROUND, 114 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 MV0111'1.0 FEET SOUTHEAST OF THE SOUTHEAST END OF A CULVERT, AND ABOUT 6 FEET
 MV0111'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0890 ***********************************************************************
 FS0890  DESIGNATION -  F 399
 FS0890  PID         -  FS0890
 FS0890  STATE/COUNTY-  NV/CLARK
 FS0890  USGS QUAD   -  BOULDER CITY NW (1983)
 FS0890
 FS0890                         *CURRENT SURVEY CONTROL
 FS0890  ___________________________________________________________________
 FS0890* NAD 83(1986)-  35 58 45.     (N)    114 55 11.     (W)     SCALED    
 FS0890* NAVD 88     -       749.187  (meters)    2457.96   (feet)  ADJUSTED  
 FS0890  ___________________________________________________________________
 FS0890  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FS0890  DYNAMIC HT  -         748.417 (meters)    2455.43  (feet)  COMP
 FS0890  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 FS0890
 FS0890  VERT ORDER  -  FIRST     CLASS II
 FS0890
 FS0890.The horizontal coordinates were scaled from a topographic map and have
 FS0890.an estimated accuracy of +/- 6 seconds.
 FS0890
 FS0890.The orthometric height was determined by differential leveling
 FS0890.and adjusted by the National Geodetic Survey in June 1991..
 FS0890
 FS0890.The geoid height was determined by GEOID03.
 FS0890
 FS0890.The dynamic height is computed by dividing the NAVD 88
 FS0890.geopotential number by the normal gravity value computed on the
 FS0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0890.degrees latitude (g = 980.6199 gals.).
 FS0890
 FS0890.The modeled gravity was interpolated from observed gravity values.
 FS0890
 FS0890;                    North         East    Units  Estimated Accuracy
 FS0890;SPC NV E     - 8,136,560.      259,840.      MT  (+/- 180 meters Scaled)
 FS0890
 FS0890                          SUPERSEDED SURVEY CONTROL
 FS0890
 FS0890.No superseded survey control is available for this station.
 FS0890
 FS0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV875836(NAD 83)
 FS0890_MARKER: DB = BENCH MARK DISK
 FS0890_SETTING: 66 = SET IN ROCK OUTCROP
 FS0890_SP_SET: ROCK OUTCROP
 FS0890_STAMPING: F 399 1980
 FS0890_MARK LOGO: NGS   
 FS0890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0890+STABILITY: POSITION/ELEVATION WELL
 FS0890
 FS0890  HISTORY     - Date     Condition        Report By
 FS0890  HISTORY     - 1980     MONUMENTED       NGS
 FS0890  HISTORY     - 1981     GOOD             NGS
 FS0890
 FS0890                          STATION DESCRIPTION
 FS0890
 FS0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 FS0890'29.8 KM SE FROM LAS VEGAS.
 FS0890'29.5 KILOMETERS (18.35 MILES) SOUTHEAST ALONG U. S. HIGHWAY 93 AND 95
 FS0890'FROM THE UNION PACIFIC RAILROAD STATION (UNION PLAZA HOTEL) IN LAS
 FS0890'VEGAS, THENCE 0.3 KILOMETER (0.2 MILE) WEST ACROSS COUNTRY AND UPHILL
 FS0890'FROM THE CROSSING OF THE UNION PACIFIC RAILROAD, IN TOP OF A SMALL,
 FS0890'FLAT, ROUND OUTCROP ON THE EAST SLOPE OF A MASSIVE OUTCROP BETWEEN
 FS0890'THE FIRST AND SECOND POWER LINE TRANSMISSION TOWERS SOUTHEAST OF THE
 FS0890'RAILROAD (THESE ARE ALSO THE SECOND AND THIRD TOWERS SOUTHEAST OF THE
 FS0890'CROSSING OF A LARGER STEEL TOWER TRANSMISSION LINE), 54.3 METERS
 FS0890'(178 FEET) EAST OF THE EAST LEG OF TOWER 6-3, 28.0 METERS (91 FEET)
 FS0890'SOUTHEAST OF THE CENTERLINE OF A TRACK ROAD WHICH ENDS AT TOWER 6-3
 FS0890'AND 10.3 METERS (33.8 FEET) NORTHEAST OF A POINT DIRECTLY UNDER THE
 FS0890'NORTHEAST WIRE OF THE POWER LINE.
 FS0890'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 FS0890'THE MARK IS ABOVE LEVEL WITH THE WITNESS POST.
 FS0890
 FS0890                          STATION RECOVERY (1981)
 FS0890
 FS0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0215 ***********************************************************************
 MT0215  DESIGNATION -  F 4
 MT0215  PID         -  MT0215
 MT0215  STATE/COUNTY-  NV/ELKO
 MT0215  USGS QUAD   -  HOLBORN (1968)
 MT0215
 MT0215                         *CURRENT SURVEY CONTROL
 MT0215  ___________________________________________________________________
 MT0215* NAD 83(1986)-  41 11 38.     (N)    114 41 13.     (W)     SCALED    
 MT0215* NAVD 88     -      1868.222  (meters)    6129.32   (feet)  ADJUSTED  
 MT0215  ___________________________________________________________________
 MT0215  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 MT0215  DYNAMIC HT  -        1866.635 (meters)    6124.12  (feet)  COMP
 MT0215  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 MT0215
 MT0215  VERT ORDER  -  FIRST     CLASS II
 MT0215
 MT0215.The horizontal coordinates were scaled from a topographic map and have
 MT0215.an estimated accuracy of +/- 6 seconds.
 MT0215
 MT0215.The orthometric height was determined by differential leveling
 MT0215.and adjusted by the National Geodetic Survey in June 1991..
 MT0215
 MT0215.The geoid height was determined by GEOID03.
 MT0215
 MT0215.The dynamic height is computed by dividing the NAVD 88
 MT0215.geopotential number by the normal gravity value computed on the
 MT0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0215.degrees latitude (g = 980.6199 gals.).
 MT0215
 MT0215.The modeled gravity was interpolated from observed gravity values.
 MT0215
 MT0215;                    North         East    Units  Estimated Accuracy
 MT0215;SPC NV E     - 8,715,560.      275,190.      MT  (+/- 180 meters Scaled)
 MT0215
 MT0215                          SUPERSEDED SURVEY CONTROL
 MT0215
 MT0215  NGVD 29 (??/??/92) 1867.026  (m)         6125.40   (f) ADJ UNCH    1 2
 MT0215
 MT0215.Superseded values are not recommended for survey control.
 MT0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0215.See file dsdata.txt to determine how the superseded data were derived.
 MT0215
 MT0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF939628(NAD 83)
 MT0215_MARKER: P = PIPE CAP
 MT0215_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0215_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MT0215_STAMPING: F 4 6125.401 1911
 MT0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0215
 MT0215  HISTORY     - Date     Condition        Report By
 MT0215  HISTORY     - 1911     MONUMENTED       CGS
 MT0215  HISTORY     - 1953     GOOD             NGS
 MT0215
 MT0215                          STATION DESCRIPTION
 MT0215
 MT0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0215'1.8 MI W FROM FENELON.
 MT0215'1.8 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 MT0215'STATION AT FENELON, 2 POLES NORTHEAST OF MILEPOLE 626, AT THE
 MT0215'NORTHEAST END OF A HIGH FILL AND THE SOUTHWEST END OF A DEEP CUT, 95.6
 MT0215'FEET NORTHWEST OF THE NORTHWEST RAIL, 89.5 FEET NORTHWEST OF THE
 MT0215'NORTHWEST EDGE OF SEMAPHORE 6261, 2.5 FEET SOUTHEAST OF A FENCE, 2.3
 MT0215'FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 MT0215'SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.2 FEET ABOVE THE
 MT0215'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0445 ***********************************************************************
 MT0445  DESIGNATION -  F 40
 MT0445  PID         -  MT0445
 MT0445  STATE/COUNTY-  NV/ELKO
 MT0445  USGS QUAD   -  TWIN BUTTES (1982)
 MT0445
 MT0445                         *CURRENT SURVEY CONTROL
 MT0445  ___________________________________________________________________
 MT0445* NAD 83(1986)-  41 12 39.     (N)    115 21 52.     (W)     SCALED    
 MT0445* NAVD 88     -      1751.446  (meters)    5746.20   (feet)  ADJUSTED  
 MT0445  ___________________________________________________________________
 MT0445  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 MT0445  DYNAMIC HT  -        1750.020 (meters)    5741.52  (feet)  COMP
 MT0445  MODELED GRAV-     979,746.9   (mgal)                       NAVD 88
 MT0445
 MT0445  VERT ORDER  -  SECOND    CLASS 0
 MT0445
 MT0445.The horizontal coordinates were scaled from a topographic map and have
 MT0445.an estimated accuracy of +/- 6 seconds.
 MT0445
 MT0445.The orthometric height was determined by differential leveling
 MT0445.and adjusted by the National Geodetic Survey in June 1991..
 MT0445
 MT0445.The geoid height was determined by GEOID03.
 MT0445
 MT0445.The dynamic height is computed by dividing the NAVD 88
 MT0445.geopotential number by the normal gravity value computed on the
 MT0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0445.degrees latitude (g = 980.6199 gals.).
 MT0445
 MT0445.The modeled gravity was interpolated from observed gravity values.
 MT0445
 MT0445;                    North         East    Units  Estimated Accuracy
 MT0445;SPC NV E     - 8,717,080.      218,360.      MT  (+/- 180 meters Scaled)
 MT0445
 MT0445                          SUPERSEDED SURVEY CONTROL
 MT0445
 MT0445  NGVD 29 (??/??/92) 1750.278  (m)         5742.37   (f) ADJ UNCH    2 0
 MT0445
 MT0445.Superseded values are not recommended for survey control.
 MT0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0445.See file dsdata.txt to determine how the superseded data were derived.
 MT0445
 MT0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF371634(NAD 83)
 MT0445_MARKER: DB = BENCH MARK DISK
 MT0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0445_STAMPING: F-40 1934
 MT0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0445+STABILITY: SURFACE MOTION
 MT0445
 MT0445  HISTORY     - Date     Condition        Report By
 MT0445  HISTORY     - 1934     MONUMENTED       CGS
 MT0445
 MT0445                          STATION DESCRIPTION
 MT0445
 MT0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0445'12.7 MI N FROM DEETH.
 MT0445'12.7 MILES NORTH OF SOUTHERN PACIFIC DEPOT AT DEETH ON PROMINENT HILL
 MT0445'TOP, AT THE NORTH END OF LONG S CURVE IN ROAD.  39 FEET EAST OF THE
 MT0445'CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0430 ***********************************************************************
 GS0430  DESIGNATION -  F 405
 GS0430  PID         -  GS0430
 GS0430  STATE/COUNTY-  NV/NYE
 GS0430  USGS QUAD   -  SOUTH OF AMARGOSA VALLEY (1984)
 GS0430
 GS0430                         *CURRENT SURVEY CONTROL
 GS0430  ___________________________________________________________________
 GS0430* NAD 83(1986)-  36 30 43.     (N)    116 25 14.     (W)     SCALED    
 GS0430* NAVD 88     -       704.059  (meters)    2309.90   (feet)  ADJUSTED  
 GS0430  ___________________________________________________________________
 GS0430  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 GS0430  DYNAMIC HT  -         703.346 (meters)    2307.56  (feet)  COMP
 GS0430  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 GS0430
 GS0430  VERT ORDER  -  FIRST     CLASS II
 GS0430
 GS0430.The horizontal coordinates were scaled from a topographic map and have
 GS0430.an estimated accuracy of +/- 6 seconds.
 GS0430
 GS0430.The orthometric height was determined by differential leveling
 GS0430.and adjusted by the National Geodetic Survey in June 1991..
 GS0430
 GS0430.The geoid height was determined by GEOID03.
 GS0430
 GS0430.The dynamic height is computed by dividing the NAVD 88
 GS0430.geopotential number by the normal gravity value computed on the
 GS0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0430.degrees latitude (g = 980.6199 gals.).
 GS0430
 GS0430.The modeled gravity was interpolated from observed gravity values.
 GS0430
 GS0430;                    North         East    Units  Estimated Accuracy
 GS0430;SPC NV C     - 6,195,500.      522,040.      MT  (+/- 180 meters Scaled)
 GS0430
 GS0430                          SUPERSEDED SURVEY CONTROL
 GS0430
 GS0430  NGVD 29 (05/01/91)  703.268  (m)         2307.31   (f) ADJUSTED    1 2
 GS0430
 GS0430.Superseded values are not recommended for survey control.
 GS0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0430.See file dsdata.txt to determine how the superseded data were derived.
 GS0430
 GS0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA518408(NAD 83)
 GS0430_MARKER: I = METAL ROD
 GS0430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0430_SP_SET: STAINLESS STEEL ROD
 GS0430_STAMPING: F 405 1982
 GS0430_MARK LOGO: NGS   
 GS0430_PROJECTION: FLUSH
 GS0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0430+STABILITY: POSITION/ELEVATION WELL
 GS0430_ROD/PIPE-DEPTH: 5.2  meters
 GS0430
 GS0430  HISTORY     - Date     Condition        Report By
 GS0430  HISTORY     - 1982     MONUMENTED       NGS
 GS0430
 GS0430                          STATION DESCRIPTION
 GS0430
 GS0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0430'15.0 KM(9.4 MI) SOUTH FROM LATHROP WELLS.
 GS0430'15.0 KM (9.4 MI) SOUTH ALONG STATE HIGHWAY 373 FROM THE JUNCTION OF US
 GS0430'HIGHWAY 95 AT LATHROP WELLS, 94.4 METERS (301 FT) NORTH OF MILEPOST 7,
 GS0430'ON THE SOUTHWEST CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING WEST,
 GS0430'15.1 METERS (49.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 9.3
 GS0430'METERS (30.5 FT) SOUTH OF THE CENTER OF THE ROAD, 1.7 METERS (5.5 FT)
 GS0430'WEST OF THE WEST POLE OF A TELEPHONE CABLE CROSSING.
 GS0430'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 GS0430'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1371 ***********************************************************************
 GR1371  DESIGNATION -  F 406
 GR1371  PID         -  GR1371
 GR1371  STATE/COUNTY-  NV/CLARK
 GR1371  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR1371
 GR1371                         *CURRENT SURVEY CONTROL
 GR1371  ___________________________________________________________________
 GR1371* NAD 83(1986)-  36 46 41.     (N)    114 15 54.     (W)     SCALED    
 GR1371* NAVD 88     -       663.677  (meters)    2177.41   (feet)  ADJUSTED  
 GR1371  ___________________________________________________________________
 GR1371  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 GR1371  DYNAMIC HT  -         663.021 (meters)    2175.26  (feet)  COMP
 GR1371  MODELED GRAV-     979,622.7   (mgal)                       NAVD 88
 GR1371
 GR1371  VERT ORDER  -  FIRST     CLASS II
 GR1371
 GR1371.The horizontal coordinates were scaled from a topographic map and have
 GR1371.an estimated accuracy of +/- 6 seconds.
 GR1371
 GR1371.The orthometric height was determined by differential leveling
 GR1371.and adjusted by the National Geodetic Survey in June 1991..
 GR1371
 GR1371.The geoid height was determined by GEOID03.
 GR1371
 GR1371.The dynamic height is computed by dividing the NAVD 88
 GR1371.geopotential number by the normal gravity value computed on the
 GR1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1371.degrees latitude (g = 980.6199 gals.).
 GR1371
 GR1371.The modeled gravity was interpolated from observed gravity values.
 GR1371
 GR1371;                    North         East    Units  Estimated Accuracy
 GR1371;SPC NV E     - 8,225,810.      317,680.      MT  (+/- 180 meters Scaled)
 GR1371
 GR1371                          SUPERSEDED SURVEY CONTROL
 GR1371
 GR1371.No superseded survey control is available for this station.
 GR1371
 GR1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA440737(NAD 83)
 GR1371_MARKER: DB = BENCH MARK DISK
 GR1371_SETTING: 66 = SET IN ROCK OUTCROP
 GR1371_SP_SET: ROCK OUTCROP
 GR1371_STAMPING: F 406 1983
 GR1371_MARK LOGO: NGS   
 GR1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1371
 GR1371  HISTORY     - Date     Condition        Report By
 GR1371  HISTORY     - 1983     MONUMENTED       NGS
 GR1371
 GR1371                          STATION DESCRIPTION
 GR1371
 GR1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1371'31.0 KM (19.4 MI) NE FROM GLENDALE.
 GR1371'31.05 KM (19.4 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST
 GR1371'END OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, IN TOP OF THE WEST
 GR1371'END OF A 3 BY 3 FOOT FLAT TOP SHELF OF LIMESTONE IN THE BEDROCK CUT
 GR1371'FOR THE NORTH BOUND ON RAMP ROAD OF THE EAST MESA INTERCHANGE, 0.75 KM
 GR1371'(0.45 MI) EAST OF MILEPOST 110, 5.8 METERS (19 FT) SOUTH OF THE CENTER
 GR1371'OF THE ON RAMP ROAD, 93.0 METERS (305 FT) EAST OF THE WEST END OF THE
 GR1371'CUT, 19.0 METERS (62.5 FT) SOUTHEAST ACROSS THE ROAD FROM THE EAST END
 GR1371'OF A THREE PIPE BRACE IN THE CHAIN LINK DIVIDER FENCE, 14.6 METERS (48
 GR1371'FT) SOUTH OF THE CHAIN LINK FENCE.
 GR1371'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 GR1371'THE MARK IS 1.0 M ABOVE THE ON RAMP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1340 ***********************************************************************
 GR1340  DESIGNATION -  F 407
 GR1340  PID         -  GR1340
 GR1340  STATE/COUNTY-  NV/CLARK
 GR1340  USGS QUAD   -  INDIAN SPRINGS SE (1982)
 GR1340
 GR1340                         *CURRENT SURVEY CONTROL
 GR1340  ___________________________________________________________________
 GR1340* NAD 83(1986)-  36 31 11.     (N)    115 32 27.     (W)     SCALED    
 GR1340* NAVD 88     -       959.864  (meters)    3149.15   (feet)  ADJUSTED  
 GR1340  ___________________________________________________________________
 GR1340  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 GR1340  DYNAMIC HT  -         958.836 (meters)    3145.78  (feet)  COMP
 GR1340  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 GR1340
 GR1340  VERT ORDER  -  FIRST     CLASS II
 GR1340
 GR1340.The horizontal coordinates were scaled from a topographic map and have
 GR1340.an estimated accuracy of +/- 6 seconds.
 GR1340
 GR1340.The orthometric height was determined by differential leveling
 GR1340.and adjusted by the National Geodetic Survey in June 1991..
 GR1340
 GR1340.The geoid height was determined by GEOID03.
 GR1340
 GR1340.The dynamic height is computed by dividing the NAVD 88
 GR1340.geopotential number by the normal gravity value computed on the
 GR1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1340.degrees latitude (g = 980.6199 gals.).
 GR1340
 GR1340.The modeled gravity was interpolated from observed gravity values.
 GR1340
 GR1340;                    North         East    Units  Estimated Accuracy
 GR1340;SPC NV E     - 8,196,340.      203,810.      MT  (+/- 180 meters Scaled)
 GR1340
 GR1340                          SUPERSEDED SURVEY CONTROL
 GR1340
 GR1340  NGVD 29 (05/01/91)  959.063  (m)         3146.53   (f) ADJUSTED    1 2
 GR1340
 GR1340.Superseded values are not recommended for survey control.
 GR1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1340.See file dsdata.txt to determine how the superseded data were derived.
 GR1340
 GR1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA306425(NAD 83)
 GR1340_MARKER: I = METAL ROD
 GR1340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1340_SP_SET: STAINLESS STEEL ROD
 GR1340_STAMPING: F 407 1983
 GR1340_MARK LOGO: NGS   
 GR1340_PROJECTION: FLUSH
 GR1340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1340+STABILITY: POSITION/ELEVATION WELL
 GR1340_ROD/PIPE-DEPTH: 6.4  meters
 GR1340
 GR1340  HISTORY     - Date     Condition        Report By
 GR1340  HISTORY     - 1983     MONUMENTED       NGS
 GR1340
 GR1340                          STATION DESCRIPTION
 GR1340
 GR1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1340'13.4 KM (8.4 MI) SE FROM INDIAN SPRINGS.
 GR1340'13.45 KM (8.4 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE POST OFFICE
 GR1340'IN INDIAN SPRINGS, 0.8 KM (0.5 MI) SOUTHEAST OF THE JUNCTION OF A
 GR1340'PAVED ROAD LEADING SOUTHWEST TO PRISON, 36.2 METERS (119 FT) NORTH OF
 GR1340'MILEPOST 111, 38.4 METERS (126 FT) NORTHEAST OF THE NORTH BOUND
 GR1340'CENTERLINE, 39.9 METERS (131 FT) EAST OF THE SOUTHEAST END OF THE
 GR1340'NORTHEAST HEADWALL FOR A 30-INCH CORRUGATED METAL PIPE CULVERT.
 GR1340'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 GR1340'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0449 ***********************************************************************
 GS0449  DESIGNATION -  F 408
 GS0449  PID         -  GS0449
 GS0449  STATE/COUNTY-  NV/NYE
 GS0449  USGS QUAD   -  POINT OF ROCKS (1984)
 GS0449
 GS0449                         *CURRENT SURVEY CONTROL
 GS0449  ___________________________________________________________________
 GS0449* NAD 83(1986)-  36 35 43.     (N)    116 00 50.     (W)     SCALED    
 GS0449* NAVD 88     -      1028.671  (meters)    3374.90   (feet)  ADJUSTED  
 GS0449  ___________________________________________________________________
 GS0449  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 GS0449  DYNAMIC HT  -        1027.589 (meters)    3371.35  (feet)  COMP
 GS0449  MODELED GRAV-     979,545.0   (mgal)                       NAVD 88
 GS0449
 GS0449  VERT ORDER  -  FIRST     CLASS II
 GS0449
 GS0449.The horizontal coordinates were scaled from a topographic map and have
 GS0449.an estimated accuracy of +/- 6 seconds.
 GS0449
 GS0449.The orthometric height was determined by differential leveling
 GS0449.and adjusted by the National Geodetic Survey in June 1991..
 GS0449
 GS0449.The geoid height was determined by GEOID03.
 GS0449
 GS0449.The dynamic height is computed by dividing the NAVD 88
 GS0449.geopotential number by the normal gravity value computed on the
 GS0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0449.degrees latitude (g = 980.6199 gals.).
 GS0449
 GS0449.The modeled gravity was interpolated from observed gravity values.
 GS0449
 GS0449;                    North         East    Units  Estimated Accuracy
 GS0449;SPC NV C     - 6,204,920.      558,410.      MT  (+/- 180 meters Scaled)
 GS0449
 GS0449                          SUPERSEDED SURVEY CONTROL
 GS0449
 GS0449  NGVD 29 (05/01/91) 1027.842  (m)         3372.18   (f) ADJUSTED    1 2
 GS0449
 GS0449.Superseded values are not recommended for survey control.
 GS0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0449.See file dsdata.txt to determine how the superseded data were derived.
 GS0449
 GS0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA882504(NAD 83)
 GS0449_MARKER: I = METAL ROD
 GS0449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0449_SP_SET: STAINLESS STEEL ROD
 GS0449_STAMPING: F 408 1983
 GS0449_MARK LOGO: NGS   
 GS0449_PROJECTION: FLUSH
 GS0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0449_ROD/PIPE-DEPTH: 7.3  meters
 GS0449
 GS0449  HISTORY     - Date     Condition        Report By
 GS0449  HISTORY     - 1983     MONUMENTED       NGS
 GS0449
 GS0449                          STATION DESCRIPTION
 GS0449
 GS0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0449'37.4 KM (23.4 MI) SE FROM LATHROP WELLS.
 GS0449'37.4 METERS (23.4 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION
 GS0449'OF STATE HIGHWAY 373 IN LATHROP WELLS, 1.5 KM (0.95 MI) WEST OF THE
 GS0449'JUNCTION OF THE MERCURY HIGHWAY, 70.4 METERS (231 FT) NORTHEAST OF
 GS0449'MILEPOST 7, 60.0 METERS (197 FT) NORTH OF THE HIGHWAY CENTERLINE, 67.6
 GS0449'METERS (222 FT) NORTHEAST OF THE NORTHEAST END OF A 4 BY 8 FOOT BOX
 GS0449'CULVERT, 0.6 METER (2 FT) SOUTH OF THE EAST ONE OF TWO WOODEN FENCE
 GS0449'BRACES, 0.75 METERS (2.5 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 GS0449'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 GS0449'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0468 ***********************************************************************
 GS0468  DESIGNATION -  F 409
 GS0468  PID         -  GS0468
 GS0468  STATE/COUNTY-  NV/NYE
 GS0468  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0468
 GS0468                         *CURRENT SURVEY CONTROL
 GS0468  ___________________________________________________________________
 GS0468* NAD 83(1986)-  36 39 32.     (N)    116 27 50.     (W)     SCALED    
 GS0468* NAVD 88     -       801.008  (meters)    2627.97   (feet)  ADJUSTED  
 GS0468  ___________________________________________________________________
 GS0468  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GS0468  DYNAMIC HT  -         800.196 (meters)    2625.31  (feet)  COMP
 GS0468  MODELED GRAV-     979,591.5   (mgal)                       NAVD 88
 GS0468
 GS0468  VERT ORDER  -  FIRST     CLASS II
 GS0468
 GS0468.The horizontal coordinates were scaled from a topographic map and have
 GS0468.an estimated accuracy of +/- 6 seconds.
 GS0468
 GS0468.The orthometric height was determined by differential leveling
 GS0468.and adjusted by the National Geodetic Survey in June 1991..
 GS0468
 GS0468.The geoid height was determined by GEOID03.
 GS0468
 GS0468.The dynamic height is computed by dividing the NAVD 88
 GS0468.geopotential number by the normal gravity value computed on the
 GS0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0468.degrees latitude (g = 980.6199 gals.).
 GS0468
 GS0468.The modeled gravity was interpolated from observed gravity values.
 GS0468
 GS0468;                    North         East    Units  Estimated Accuracy
 GS0468;SPC NV C     - 6,211,800.      518,130.      MT  (+/- 180 meters Scaled)
 GS0468
 GS0468                          SUPERSEDED SURVEY CONTROL
 GS0468
 GS0468  NGVD 29 (05/01/91)  800.202  (m)         2625.33   (f) ADJUSTED    1 2
 GS0468
 GS0468.Superseded values are not recommended for survey control.
 GS0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0468.See file dsdata.txt to determine how the superseded data were derived.
 GS0468
 GS0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA479571(NAD 83)
 GS0468_MARKER: I = METAL ROD
 GS0468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0468_SP_SET: STAINLESS STEEL ROD
 GS0468_STAMPING: F 409 1983
 GS0468_MARK LOGO: NGS   
 GS0468_PROJECTION: FLUSH
 GS0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0468_ROD/PIPE-DEPTH: 6.1  meters
 GS0468
 GS0468  HISTORY     - Date     Condition        Report By
 GS0468  HISTORY     - 1983     MONUMENTED       NGS
 GS0468
 GS0468                          STATION DESCRIPTION
 GS0468
 GS0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0468'5.9 KM (3.7 MI) NW FROM LATHROP WELLS.
 GS0468'5.9 KM (3.7 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0468'STATE HIGHWAY 373 IN LATHROP WELLS, 0.16 KM (0.1 MI) SOUTHEAST OF
 GS0468'TRIANGULATION STATION DUNE, 95.1 METERS (312 FT) SOUTH OF MILEPOST 34,
 GS0468'93.6 METERS (307 FT) SOUTH-SOUTHWEST OF THE HIGHWAY CENTERLINE,
 GS0468'1.2 METERS (4 FT) EAST-SOUTHEAST OF THE NORTHWEST END OF A WOODEN
 GS0468'BRACE IN THE RIGHT OF WAY FENCE, 0.7 METER (2.5 FT) NORTH-NORTHEAST OF
 GS0468'THE RIGHT OF WAY FENCE.
 GS0468'THE MARK IS 0.9 METERS  ESE FROM A WITNESS POST.
 GS0468'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0389 ***********************************************************************
 MT0389  DESIGNATION -  F 41
 MT0389  PID         -  MT0389
 MT0389  STATE/COUNTY-  NV/ELKO
 MT0389  USGS QUAD   -  JARBIDGE SOUTH (1986)
 MT0389
 MT0389                         *CURRENT SURVEY CONTROL
 MT0389  ___________________________________________________________________
 MT0389* NAD 83(1986)-  41 50 48.     (N)    115 25 46.     (W)     SCALED    
 MT0389* NAVD 88     -      1968.765  (meters)    6459.19   (feet)  ADJUSTED  
 MT0389  ___________________________________________________________________
 MT0389  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 MT0389  DYNAMIC HT  -        1967.170 (meters)    6453.96  (feet)  COMP
 MT0389  MODELED GRAV-     979,741.9   (mgal)                       NAVD 88
 MT0389
 MT0389  VERT ORDER  -  SECOND    CLASS 0
 MT0389
 MT0389.The horizontal coordinates were scaled from a topographic map and have
 MT0389.an estimated accuracy of +/- 6 seconds.
 MT0389
 MT0389.The orthometric height was determined by differential leveling
 MT0389.and adjusted by the National Geodetic Survey in June 1991..
 MT0389
 MT0389.The geoid height was determined by GEOID03.
 MT0389
 MT0389.The dynamic height is computed by dividing the NAVD 88
 MT0389.geopotential number by the normal gravity value computed on the
 MT0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0389.degrees latitude (g = 980.6199 gals.).
 MT0389
 MT0389.The modeled gravity was interpolated from observed gravity values.
 MT0389
 MT0389;                    North         East    Units  Estimated Accuracy
 MT0389;SPC NV E     - 8,787,680.      212,780.      MT  (+/- 180 meters Scaled)
 MT0389
 MT0389                          SUPERSEDED SURVEY CONTROL
 MT0389
 MT0389  NGVD 29 (??/??/92) 1967.509  (m)         6455.07   (f) ADJ UNCH    2 0
 MT0389
 MT0389.Superseded values are not recommended for survey control.
 MT0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0389.See file dsdata.txt to determine how the superseded data were derived.
 MT0389
 MT0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG303339(NAD 83)
 MT0389_MARKER: DB = BENCH MARK DISK
 MT0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0389_STAMPING: F-41 1934
 MT0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0389+STABILITY: SURFACE MOTION
 MT0389
 MT0389  HISTORY     - Date     Condition        Report By
 MT0389  HISTORY     - 1934     MONUMENTED       CGS
 MT0389
 MT0389                          STATION DESCRIPTION
 MT0389
 MT0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0389'1.9 MI S FROM JARBIDGE.
 MT0389'1.9 MILES SOUTH OF PUBLIC SCHOOL AT JARBIDGE 54 FEET SOUTHWEST OF
 MT0389'SMALL WOODEN BRIDGE OVER JARBIDGE RIVER.  40 FEET WEST OF THE
 MT0389'CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0430 ***********************************************************************
 JQ0430  DESIGNATION -  F 410
 JQ0430  PID         -  JQ0430
 JQ0430  STATE/COUNTY-  NV/ESMERALDA
 JQ0430  USGS QUAD   -  TONOPAH (1982)
 JQ0430
 JQ0430                         *CURRENT SURVEY CONTROL
 JQ0430  ___________________________________________________________________
 JQ0430* NAD 83(1986)-  38 02 08.     (N)    117 13 40.     (W)     SCALED    
 JQ0430* NAVD 88     -      1838.515  (meters)    6031.86   (feet)  ADJUSTED  
 JQ0430  ___________________________________________________________________
 JQ0430  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 JQ0430  DYNAMIC HT  -        1836.441 (meters)    6025.06  (feet)  COMP
 JQ0430  MODELED GRAV-     979,435.6   (mgal)                       NAVD 88
 JQ0430
 JQ0430  VERT ORDER  -  FIRST     CLASS II
 JQ0430
 JQ0430.The horizontal coordinates were scaled from a topographic map and have
 JQ0430.an estimated accuracy of +/- 6 seconds.
 JQ0430
 JQ0430.The orthometric height was determined by differential leveling
 JQ0430.and adjusted by the National Geodetic Survey in June 1991..
 JQ0430
 JQ0430.The geoid height was determined by GEOID03.
 JQ0430
 JQ0430.The dynamic height is computed by dividing the NAVD 88
 JQ0430.geopotential number by the normal gravity value computed on the
 JQ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0430.degrees latitude (g = 980.6199 gals.).
 JQ0430
 JQ0430.The modeled gravity was interpolated from observed gravity values.
 JQ0430
 JQ0430;                    North         East    Units  Estimated Accuracy
 JQ0430;SPC NV W     - 4,365,420.      919,000.      MT  (+/- 180 meters Scaled)
 JQ0430
 JQ0430                          SUPERSEDED SURVEY CONTROL
 JQ0430
 JQ0430  NGVD 29 (05/01/91) 1837.284  (m)         6027.82   (f) ADJUSTED    1 2
 JQ0430
 JQ0430.Superseded values are not recommended for survey control.
 JQ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0430.See file dsdata.txt to determine how the superseded data were derived.
 JQ0430
 JQ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC800097(NAD 83)
 JQ0430_MARKER: DB = BENCH MARK DISK
 JQ0430_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0430_SP_SET: ROCK OUTCROP
 JQ0430_STAMPING: F 410 1983
 JQ0430_MARK LOGO: NGS   
 JQ0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0430+STABILITY: POSITION/ELEVATION WELL
 JQ0430
 JQ0430  HISTORY     - Date     Condition        Report By
 JQ0430  HISTORY     - 1983     MONUMENTED       NGS
 JQ0430
 JQ0430                          STATION DESCRIPTION
 JQ0430
 JQ0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JQ0430'3.4 KM (2.1 MI) SOUTH FROM TONOPAH.
 JQ0430'3.4 KM (2.1 MI) SOUTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 JQ0430'HIGHWAY 6 IN TONOPAH, IN TOP OF A MASSIVE OUTCROP EXPOSED IN THE
 JQ0430'BOTTOM OF A LOW WASH, 24.9 METERS (82 FT) WEST OF THE HIGHWAY
 JQ0430'CENTERLINE, 28.6 METERS (94 FT) EAST OF THE CENTER OF THE OLD HIGHWAY.
 JQ0430'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 JQ0430'THE MARK IS 1.0 M BELOW THE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0832 ***********************************************************************
 HQ0832  DESIGNATION -  F 411
 HQ0832  PID         -  HQ0832
 HQ0832  STATE/COUNTY-  NV/ESMERALDA
 HQ0832  USGS QUAD   -  RALSTON (1988)
 HQ0832
 HQ0832                         *CURRENT SURVEY CONTROL
 HQ0832  ___________________________________________________________________
 HQ0832* NAD 83(1986)-  37 34 12.     (N)    117 12 07.     (W)     SCALED    
 HQ0832* NAVD 88     -      1545.255  (meters)    5069.72   (feet)  ADJUSTED  
 HQ0832  ___________________________________________________________________
 HQ0832  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 HQ0832  DYNAMIC HT  -        1543.535 (meters)    5064.08  (feet)  COMP
 HQ0832  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 HQ0832
 HQ0832  VERT ORDER  -  FIRST     CLASS II
 HQ0832
 HQ0832.The horizontal coordinates were scaled from a topographic map and have
 HQ0832.an estimated accuracy of +/- 6 seconds.
 HQ0832
 HQ0832.The orthometric height was determined by differential leveling
 HQ0832.and adjusted by the National Geodetic Survey in June 1991..
 HQ0832
 HQ0832.The geoid height was determined by GEOID03.
 HQ0832
 HQ0832.The dynamic height is computed by dividing the NAVD 88
 HQ0832.geopotential number by the normal gravity value computed on the
 HQ0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0832.degrees latitude (g = 980.6199 gals.).
 HQ0832
 HQ0832.The modeled gravity was interpolated from observed gravity values.
 HQ0832
 HQ0832;                    North         East    Units  Estimated Accuracy
 HQ0832;SPC NV W     - 4,313,780.      922,030.      MT  (+/- 180 meters Scaled)
 HQ0832
 HQ0832                          SUPERSEDED SURVEY CONTROL
 HQ0832
 HQ0832  NGVD 29 (05/01/91) 1544.149  (m)         5066.10   (f) ADJUSTED    1 2
 HQ0832
 HQ0832.Superseded values are not recommended for survey control.
 HQ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0832.See file dsdata.txt to determine how the superseded data were derived.
 HQ0832
 HQ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB821581(NAD 83)
 HQ0832_MARKER: DB = BENCH MARK DISK
 HQ0832_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HQ0832_SP_SET: HEADWALL
 HQ0832_STAMPING: F 411 1983
 HQ0832_MARK LOGO: NGS   
 HQ0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0832
 HQ0832  HISTORY     - Date     Condition        Report By
 HQ0832  HISTORY     - 1983     MONUMENTED       NGS
 HQ0832
 HQ0832                          STATION DESCRIPTION
 HQ0832
 HQ0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0832'15.9 KM (9.9 MI) SOUTH FROM GOLDFIELD.
 HQ0832'15.9 KM (9.9 MI) SOUTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0832'GOLDFIELD, IN TOP OF THE NORTH END OF THE WEST HEADWALL OF A DOUBLE 8
 HQ0832'BY 12 FOOT BOX CULVERT WITH A GUARD RAIL, 15.8 METERS (52 FT) WEST OF
 HQ0832'THE HIGHWAY CENTERLINE, 9.1 METERS (30 FT) WEST OF A STEEL GUARD RAIL,
 HQ0832'0.15 METER (0.5 FT) SOUTH OF THE NORTH END.
 HQ0832'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0802 ***********************************************************************
 HQ0802  DESIGNATION -  F 412
 HQ0802  PID         -  HQ0802
 HQ0802  STATE/COUNTY-  NV/NYE
 HQ0802  USGS QUAD   -  SPRINGDALE NW (1986)
 HQ0802
 HQ0802                         *CURRENT SURVEY CONTROL
 HQ0802  ___________________________________________________________________
 HQ0802* NAD 83(1986)-  37 13 02.     (N)    116 58 15.     (W)     SCALED    
 HQ0802* NAVD 88     -      1262.328  (meters)    4141.49   (feet)  ADJUSTED  
 HQ0802  ___________________________________________________________________
 HQ0802  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 HQ0802  DYNAMIC HT  -        1260.954 (meters)    4136.98  (feet)  COMP
 HQ0802  MODELED GRAV-     979,499.5   (mgal)                       NAVD 88
 HQ0802
 HQ0802  VERT ORDER  -  FIRST     CLASS II
 HQ0802
 HQ0802.The horizontal coordinates were scaled from a topographic map and have
 HQ0802.an estimated accuracy of +/- 6 seconds.
 HQ0802
 HQ0802.The orthometric height was determined by differential leveling
 HQ0802.and adjusted by the National Geodetic Survey in June 1991..
 HQ0802
 HQ0802.The geoid height was determined by GEOID03.
 HQ0802
 HQ0802.The dynamic height is computed by dividing the NAVD 88
 HQ0802.geopotential number by the normal gravity value computed on the
 HQ0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0802.degrees latitude (g = 980.6199 gals.).
 HQ0802
 HQ0802.The modeled gravity was interpolated from observed gravity values.
 HQ0802
 HQ0802;                    North         East    Units  Estimated Accuracy
 HQ0802;SPC NV C     - 6,273,780.      473,010.      MT  (+/- 180 meters Scaled)
 HQ0802
 HQ0802                          SUPERSEDED SURVEY CONTROL
 HQ0802
 HQ0802  NGVD 29 (05/01/91) 1261.320  (m)         4138.18   (f) ADJUSTED    1 2
 HQ0802
 HQ0802.Superseded values are not recommended for survey control.
 HQ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0802.See file dsdata.txt to determine how the superseded data were derived.
 HQ0802
 HQ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB025189(NAD 83)
 HQ0802_MARKER: I = METAL ROD
 HQ0802_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HQ0802+WITH SETTING: INFORMATION.
 HQ0802_SP_SET: STAINLESS STEEL ROD
 HQ0802_STAMPING: F 412 1983
 HQ0802_MARK LOGO: NGS   
 HQ0802_PROJECTION: FLUSH
 HQ0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0802_ROD/PIPE-DEPTH: 2.1  meters
 HQ0802
 HQ0802  HISTORY     - Date     Condition        Report By
 HQ0802  HISTORY     - 1983     MONUMENTED       NGS
 HQ0802
 HQ0802                          STATION DESCRIPTION
 HQ0802
 HQ0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0802'45.2 KM (28.2 MI) NORTH FROM BEATTY.
 HQ0802'45.2 KM (28.25 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 HQ0802'STATE HIGHWAY 374 IN BEATTY, 11.6 KM (7.25 MI) SOUTHEAST OF THE
 HQ0802'T-JUNCTION OF STATE HIGHWAY 267 AND SCOTTYS JUNCTION, 87.8 METERS (288
 HQ0802'FT) WEST OF MILEPOST 88, 60.4 METERS (198 FT) SOUTHWEST OF THE HIGHWAY
 HQ0802'CENTERLINE, 2.0 METERS (6.5 FT) EAST OF A POWER POLE, 0.5 METER (1.5
 HQ0802'FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 HQ0802'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 HQ0802'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0338 ***********************************************************************
 MU0338  DESIGNATION -  F 413
 MU0338  PID         -  MU0338
 MU0338  STATE/COUNTY-  NV/ELKO
 MU0338  USGS QUAD   -  BULL RUN RESERVOIR (1987)
 MU0338
 MU0338                         *CURRENT SURVEY CONTROL
 MU0338  ___________________________________________________________________
 MU0338* NAD 83(1986)-  41 39 48.     (N)    116 12 29.     (W)     SCALED    
 MU0338* NAVD 88     -      1680.746  (meters)    5514.25   (feet)  ADJUSTED  
 MU0338  ___________________________________________________________________
 MU0338  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 MU0338  DYNAMIC HT  -        1679.459 (meters)    5510.03  (feet)  COMP
 MU0338  MODELED GRAV-     979,797.7   (mgal)                       NAVD 88
 MU0338
 MU0338  VERT ORDER  -  FIRST     CLASS II
 MU0338
 MU0338.The horizontal coordinates were scaled from a topographic map and have
 MU0338.an estimated accuracy of +/- 6 seconds.
 MU0338
 MU0338.The orthometric height was determined by differential leveling
 MU0338.and adjusted by the National Geodetic Survey in June 1991..
 MU0338
 MU0338.The geoid height was determined by GEOID03.
 MU0338
 MU0338.The dynamic height is computed by dividing the NAVD 88
 MU0338.geopotential number by the normal gravity value computed on the
 MU0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0338.degrees latitude (g = 980.6199 gals.).
 MU0338
 MU0338.The modeled gravity was interpolated from observed gravity values.
 MU0338
 MU0338;                    North         East    Units  Estimated Accuracy
 MU0338;SPC NV E     - 8,767,500.      147,970.      MT  (+/- 180 meters Scaled)
 MU0338
 MU0338                          SUPERSEDED SURVEY CONTROL
 MU0338
 MU0338.No superseded survey control is available for this station.
 MU0338
 MU0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG659127(NAD 83)
 MU0338_MARKER: I = METAL ROD
 MU0338_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MU0338+WITH SETTING: INFORMATION.
 MU0338_SP_SET: SHALLOW-SET METAL ROD
 MU0338_STAMPING: F 413 1983
 MU0338_MARK LOGO: NGS   
 MU0338_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0338+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 MU0338
 MU0338  HISTORY     - Date     Condition        Report By
 MU0338  HISTORY     - 1983     MONUMENTED       NGS
 MU0338  HISTORY     - 19840601 GOOD             NGS
 MU0338  HISTORY     - 20011019 GOOD             NVGS
 MU0338
 MU0338                          STATION DESCRIPTION
 MU0338
 MU0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0338'LOCATION--43.2 KM (26.8 MI) SOUTH OF OWYHEE. 0.7 KM (0.45 MI) SOUTH
 MU0338'ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE 42.5 KM
 MU0338'(26.4 MI) SOUTH ALONG STATE HIGHWAY 11, AT THE ENTRANCE TO THE PETAN
 MU0338'RANCH AND A ROAD LEADING WEST, 20.1 M (66 FT) SOUTHWEST OF THE HIGHWAY
 MU0338'CENTERLINE, 21.6 M (71 FT) SOUTH OF THE CENTER OF THE ROAD LEADING TO
 MU0338'THE RANCH AND 0.3 M (1 FT) EAST OF THE RIGHT OF WAY FENCE.  A
 MU0338'SHALLOW-SET METAL ROD SET TO THE DEPTH OF 1.1 M ENCASED IN A PIPE
 MU0338'FLUSH WITH THE GROUND.  ABOUT LEVEL WITH THE HIGHWAY.  0.6 M SOUTH
 MU0338'FROM A WITNESS POST.
 MU0338
 MU0338                          STATION RECOVERY (2001)
 MU0338
 MU0338'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 MU0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0366 ***********************************************************************
 MU0366  DESIGNATION -  F 414
 MU0366  PID         -  MU0366
 MU0366  STATE/COUNTY-  NV/ELKO
 MU0366  USGS QUAD   -  WATER PIPE CANYON (1987)
 MU0366
 MU0366                         *CURRENT SURVEY CONTROL
 MU0366  ___________________________________________________________________
 MU0366* NAD 83(1986)-  41 16 05.     (N)    116 06 21.     (W)     SCALED    
 MU0366* NAVD 88     -      1818.249  (meters)    5965.37   (feet)  ADJUSTED  
 MU0366  ___________________________________________________________________
 MU0366  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 MU0366  DYNAMIC HT  -        1816.741 (meters)    5960.42  (feet)  COMP
 MU0366  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 MU0366
 MU0366  VERT ORDER  -  FIRST     CLASS II
 MU0366
 MU0366.The horizontal coordinates were scaled from a topographic map and have
 MU0366.an estimated accuracy of +/- 6 seconds.
 MU0366
 MU0366.The orthometric height was determined by differential leveling
 MU0366.and adjusted by the National Geodetic Survey in June 1991..
 MU0366
 MU0366.The geoid height was determined by GEOID03.
 MU0366
 MU0366.The dynamic height is computed by dividing the NAVD 88
 MU0366.geopotential number by the normal gravity value computed on the
 MU0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0366.degrees latitude (g = 980.6199 gals.).
 MU0366
 MU0366.The modeled gravity was interpolated from observed gravity values.
 MU0366
 MU0366;                    North         East    Units  Estimated Accuracy
 MU0366;SPC NV E     - 8,723,540.      156,220.      MT  (+/- 180 meters Scaled)
 MU0366
 MU0366                          SUPERSEDED SURVEY CONTROL
 MU0366
 MU0366.No superseded survey control is available for this station.
 MU0366
 MU0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF748689(NAD 83)
 MU0366_MARKER: DV = VERTICAL CONTROL DISK
 MU0366_SETTING: 66 = SET IN ROCK OUTCROP
 MU0366_SP_SET: ROCK OUTCROP
 MU0366_STAMPING: F 414 1983
 MU0366_MARK LOGO: NGS   
 MU0366_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0366+STABILITY: POSITION/ELEVATION WELL
 MU0366
 MU0366  HISTORY     - Date     Condition        Report By
 MU0366  HISTORY     - 1983     MONUMENTED       NGS
 MU0366  HISTORY     - 19840601 GOOD             NGS
 MU0366
 MU0366                          STATION DESCRIPTION
 MU0366
 MU0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0366'LOCATION--12.4 KM (7.7 MI) SE OF TUSCARORA. 12.4 KM (7.7 MI) SOUTHEAST
 MU0366'ALONG THE ELKO ROAD FROM THE POST OFFICE IN TUSCARORA, IN TOP OF A
 MU0366'SLOPED 3- BY 6-FOOT PORTION OF OUTCROP PROJECTING 1 FT ABOVE THE
 MU0366'SURFACE OF THE GROUND, 1.1 KM (0.7 MI) SOUTHEAST OF THE TAYLOR CANYON
 MU0366'CLUB, 23.4 M (77 FT) NORTH OF THE HIGHWAY CENTERLINE AND 60.9 M (200
 MU0366'FT) NORTHEAST OF MILEPOST 17. 3.0 M ABOVE THE HIGHWAY.  0.4 M
 MU0366'SOUTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0675 ***********************************************************************
 MT0675  DESIGNATION -  F 415
 MT0675  PID         -  MT0675
 MT0675  STATE/COUNTY-  NV/ELKO
 MT0675  USGS QUAD   -  DINNER STATION (1971)
 MT0675
 MT0675                         *CURRENT SURVEY CONTROL
 MT0675  ___________________________________________________________________
 MT0675* NAD 83(1986)-  41 03 20.     (N)    115 51 44.     (W)     SCALED    
 MT0675* NAVD 88     -      1837.748  (meters)    6029.34   (feet)  ADJUSTED  
 MT0675  ___________________________________________________________________
 MT0675  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 MT0675  DYNAMIC HT  -        1836.177 (meters)    6024.19  (feet)  COMP
 MT0675  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 MT0675
 MT0675  VERT ORDER  -  FIRST     CLASS II
 MT0675
 MT0675.The horizontal coordinates were scaled from a topographic map and have
 MT0675.an estimated accuracy of +/- 6 seconds.
 MT0675
 MT0675.The orthometric height was determined by differential leveling
 MT0675.and adjusted by the National Geodetic Survey in June 1991..
 MT0675
 MT0675.The geoid height was determined by GEOID03.
 MT0675
 MT0675.The dynamic height is computed by dividing the NAVD 88
 MT0675.geopotential number by the normal gravity value computed on the
 MT0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0675.degrees latitude (g = 980.6199 gals.).
 MT0675
 MT0675.The modeled gravity was interpolated from observed gravity values.
 MT0675
 MT0675;                    North         East    Units  Estimated Accuracy
 MT0675;SPC NV E     - 8,699,850.      176,560.      MT  (+/- 180 meters Scaled)
 MT0675
 MT0675                          SUPERSEDED SURVEY CONTROL
 MT0675
 MT0675.No superseded survey control is available for this station.
 MT0675
 MT0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF956455(NAD 83)
 MT0675_MARKER: I = METAL ROD
 MT0675_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0675_SP_SET: STAINLESS STEEL ROD
 MT0675_STAMPING: F 415 1983
 MT0675_MARK LOGO: NGS   
 MT0675_MAGNETIC: I = MARKER IS A STEEL ROD
 MT0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0675
 MT0675  HISTORY     - Date     Condition        Report By
 MT0675  HISTORY     - 1983     MONUMENTED       NGS
 MT0675  HISTORY     - 19840601 GOOD             NGS
 MT0675
 MT0675                          STATION DESCRIPTION
 MT0675
 MT0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MT0675'LOCATION--31.5 KM (19.6 MI) NORTH OF ELKO. 31.5 KM (19.65 MI) NORTH
 MT0675'ALONG STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80, 0.2 KM
 MT0675'(0.1 MI) NORTH OF MILEPOST 47, AT A GRAVEL ROAD LEADING SOUTHEAST,
 MT0675'15.2 M (50 FT) EAST OF THE HIGHWAY CENTERLINE, 17.6 M (58 FT) SOUTH OF
 MT0675'THE CENTER OF A CATTLE GUARD OVER THE GRAVEL ROAD, 15.5 M (51 FT)
 MT0675'SOUTH OF A RIGHT OF WAY FENCE CORNER AND 0.4 M (1.5 FT) WEST OF THE
 MT0675'RIGHT OF WAY FENCE.  A STAINLESS STEEL ROD SET TO THE DEPTH OF 3.0 M
 MT0675'ENCASED IN A PIPE FLUSH WITH THE GROUND.  0.6 M ABOVE THE HIGHWAY.
 MT0675'0.6 M SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0571 ***********************************************************************
 LQ0571  DESIGNATION -  F 416
 LQ0571  PID         -  LQ0571
 LQ0571  STATE/COUNTY-  NV/ELKO
 LQ0571  USGS QUAD   -  ELKO WEST (1975)
 LQ0571
 LQ0571                         *CURRENT SURVEY CONTROL
 LQ0571  ___________________________________________________________________
 LQ0571* NAD 83(1986)-  40 50 01.     (N)    115 45 46.     (W)     SCALED    
 LQ0571* NAVD 88     -      1545.483  (meters)    5070.47   (feet)  ADJUSTED  
 LQ0571  ___________________________________________________________________
 LQ0571  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 LQ0571  DYNAMIC HT  -        1544.201 (meters)    5066.27  (feet)  COMP
 LQ0571  MODELED GRAV-     979,740.9   (mgal)                       NAVD 88
 LQ0571
 LQ0571  VERT ORDER  -  FIRST     CLASS II
 LQ0571
 LQ0571.The horizontal coordinates were scaled from a topographic map and have
 LQ0571.an estimated accuracy of +/- 6 seconds.
 LQ0571
 LQ0571.The orthometric height was determined by differential leveling
 LQ0571.and adjusted by the National Geodetic Survey in June 1991..
 LQ0571
 LQ0571.The geoid height was determined by GEOID03.
 LQ0571
 LQ0571.The dynamic height is computed by dividing the NAVD 88
 LQ0571.geopotential number by the normal gravity value computed on the
 LQ0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0571.degrees latitude (g = 980.6199 gals.).
 LQ0571
 LQ0571.The modeled gravity was interpolated from observed gravity values.
 LQ0571
 LQ0571;                    North         East    Units  Estimated Accuracy
 LQ0571;SPC NV E     - 8,675,190.      184,870.      MT  (+/- 180 meters Scaled)
 LQ0571
 LQ0571                          SUPERSEDED SURVEY CONTROL
 LQ0571
 LQ0571.No superseded survey control is available for this station.
 LQ0571
 LQ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF043210(NAD 83)
 LQ0571_MARKER: DV = VERTICAL CONTROL DISK
 LQ0571_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LQ0571+WITH SETTING: PAVEMENT
 LQ0571_SP_SET: BUILDING LEDGE
 LQ0571_STAMPING: F 416 1983
 LQ0571_MARK LOGO: NGS   
 LQ0571_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0571+STABILITY: SURFACE MOTION
 LQ0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LQ0571+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2005
 LQ0571
 LQ0571  HISTORY     - Date     Condition        Report By
 LQ0571  HISTORY     - 1983     MONUMENTED       NGS
 LQ0571  HISTORY     - 19840601 GOOD             NGS
 LQ0571  HISTORY     - 19880616 GOOD             NGS
 LQ0571  HISTORY     - 20050123 GOOD             NGS
 LQ0571
 LQ0571                          STATION DESCRIPTION
 LQ0571
 LQ0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 LQ0571'LOCATED IN THE CITY OR TOWN OF ELKO. IN ELKO, ON THE EAST SIDE OF THE
 LQ0571'ELKO COUNTY COURTHOUSE, AT THE INTERSECTION OF IDAHO STREET AND SIXTH
 LQ0571'STREET, 17.3 M (57 FT) WEST OF THE CENTER OF SIXTH STREET, 36.2 M (119
 LQ0571'FT) NORTH OF THE CENTER OF IDAHO STREET AND 2.4 M (8 FT) EAST OF THE
 LQ0571'CENTER OF A BASEMENT DOOR.  1.0 M ABOVE SIXTH STREET. THIS MARK HAS
 LQ0571'BEEN DESIGNATED AS A BASIC NET A JUNCTION MARK.
 LQ0571
 LQ0571                          STATION RECOVERY (1988)
 LQ0571
 LQ0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LQ0571'STATION IS AT THE ELKO COUNTY COURT HOUSE IN ELKO, NV.  TO ACCESS FROM
 LQ0571'EXIT 301 OF INTERSTATE ROUTE 80, GO SE ON NV ROUTE 225 (MOUNTAIN CITY
 LQ0571'HWY).  GO 1.4 KM (0.85 MI) ANS TURN NE ONTO IDAHO ST. (BUSINESS LOOP
 LQ0571'80 = OLD US 40).  GO 1.36 KM (0.85 MI) TO COURT HOUSE A WEST CORNER
 LQ0571'OF IDAHO ST. AND 6TH ST.  STATION IS AT SOUTHWESTMOST OF THREE
 LQ0571'ENTRANCES IN MIDDLE OF NE (6TH ST.) SIDE OF COURT HOUSE, 17.4 M
 LQ0571'(57.1 FT) SW OF CENTER OF 6TH ST., 37.3 M (122.4 FT) NW OF CENTER OF
 LQ0571'IDAHO ST., 2.4 M (7.9 FT) NE OF CENTER OF BASEMENT DOOR, ABOUT 1 M
 LQ0571'(3.3 FT) ABOVE STREET LEVEL, AND SET IN THE TOP OF LOWER SE LEDGE OF
 LQ0571'BALLESTRADE OF STEPS UP TO NE ENTRANCE.  CHISELED ARROW POINTS NORTH.
 LQ0571
 LQ0571                          STATION RECOVERY (2005)
 LQ0571
 LQ0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 LQ0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0450 ***********************************************************************
 JQ0450  DESIGNATION -  F 417
 JQ0450  PID         -  JQ0450
 JQ0450  STATE/COUNTY-  NV/NYE
 JQ0450  USGS QUAD   -  YELLOW CONE (1986)
 JQ0450
 JQ0450                         *CURRENT SURVEY CONTROL
 JQ0450  ___________________________________________________________________
 JQ0450* NAD 83(1986)-  38 07 28.     (N)    116 45 22.     (W)     SCALED    
 JQ0450* NAVD 88     -      1963.604  (meters)    6442.26   (feet)  ADJUSTED  
 JQ0450  ___________________________________________________________________
 JQ0450  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 JQ0450  DYNAMIC HT  -        1961.363 (meters)    6434.91  (feet)  COMP
 JQ0450  MODELED GRAV-     979,417.3   (mgal)                       NAVD 88
 JQ0450
 JQ0450  VERT ORDER  -  FIRST     CLASS II
 JQ0450
 JQ0450.The horizontal coordinates were scaled from a topographic map and have
 JQ0450.an estimated accuracy of +/- 6 seconds.
 JQ0450
 JQ0450.The orthometric height was determined by differential leveling
 JQ0450.and adjusted by the National Geodetic Survey in June 1991..
 JQ0450
 JQ0450.The geoid height was determined by GEOID03.
 JQ0450
 JQ0450.The dynamic height is computed by dividing the NAVD 88
 JQ0450.geopotential number by the normal gravity value computed on the
 JQ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0450.degrees latitude (g = 980.6199 gals.).
 JQ0450
 JQ0450.The modeled gravity was interpolated from observed gravity values.
 JQ0450
 JQ0450;                    North         East    Units  Estimated Accuracy
 JQ0450;SPC NV C     - 6,374,420.      492,160.      MT  (+/- 180 meters Scaled)
 JQ0450
 JQ0450                          SUPERSEDED SURVEY CONTROL
 JQ0450
 JQ0450.No superseded survey control is available for this station.
 JQ0450
 JQ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC213196(NAD 83)
 JQ0450_MARKER: DB = BENCH MARK DISK
 JQ0450_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0450_SP_SET: ROCK OUTCROP
 JQ0450_STAMPING: F 417 1984
 JQ0450_MARK LOGO: NGS   
 JQ0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0450+STABILITY: POSITION/ELEVATION WELL
 JQ0450
 JQ0450  HISTORY     - Date     Condition        Report By
 JQ0450  HISTORY     - 1984     MONUMENTED       NGS
 JQ0450
 JQ0450                          STATION DESCRIPTION
 JQ0450
 JQ0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0450'43.6 KM (27.2 MI) EAST FROM TONOPAH.
 JQ0450'43.6 KM (27.2 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0450'HIGHWAY 95 AT TONOPAH, IN TOP OF THE WEST END OF A 3 BY 3 FOOT PORTION
 JQ0450'OF OUTCROP PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND, 0.2 KM
 JQ0450'(0.1 MI) SOUTHWEST OF THE Y JUNCTION OF A DIRT ROAD LEADING SOUTHEAST,
 JQ0450'0.12 KM (0.05 MI) SOUTHWEST OF MILEPOST 29 AND 7.4 METERS (24.5 FT)
 JQ0450'NORTHWEST OF THE HIGHWAY CENTERLINE.
 JQ0450'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 JQ0450'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0473 ***********************************************************************
 JQ0473  DESIGNATION -  F 418
 JQ0473  PID         -  JQ0473
 JQ0473  STATE/COUNTY-  NV/NYE
 JQ0473  USGS QUAD   -  PALISADE MESA (1980)
 JQ0473
 JQ0473                         *CURRENT SURVEY CONTROL
 JQ0473  ___________________________________________________________________
 JQ0473* NAD 83(1986)-  38 23 41.     (N)    116 12 30.     (W)     SCALED    
 JQ0473* NAVD 88     -      1659.897  (meters)    5445.85   (feet)  ADJUSTED  
 JQ0473  ___________________________________________________________________
 JQ0473  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 JQ0473  DYNAMIC HT  -        1658.088 (meters)    5439.91  (feet)  COMP
 JQ0473  MODELED GRAV-     979,480.7   (mgal)                       NAVD 88
 JQ0473
 JQ0473  VERT ORDER  -  FIRST     CLASS II
 JQ0473
 JQ0473.The horizontal coordinates were scaled from a topographic map and have
 JQ0473.an estimated accuracy of +/- 6 seconds.
 JQ0473
 JQ0473.The orthometric height was determined by differential leveling
 JQ0473.and adjusted by the National Geodetic Survey in June 1991..
 JQ0473
 JQ0473.The geoid height was determined by GEOID03.
 JQ0473
 JQ0473.The dynamic height is computed by dividing the NAVD 88
 JQ0473.geopotential number by the normal gravity value computed on the
 JQ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0473.degrees latitude (g = 980.6199 gals.).
 JQ0473
 JQ0473.The modeled gravity was interpolated from observed gravity values.
 JQ0473
 JQ0473;                    North         East    Units  Estimated Accuracy
 JQ0473;SPC NV C     - 6,404,510.      540,040.      MT  (+/- 180 meters Scaled)
 JQ0473
 JQ0473                          SUPERSEDED SURVEY CONTROL
 JQ0473
 JQ0473.No superseded survey control is available for this station.
 JQ0473
 JQ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC691499(NAD 83)
 JQ0473_MARKER: I = METAL ROD
 JQ0473_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JQ0473+WITH SETTING: INFORMATION.
 JQ0473_SP_SET: SHALLOW SET METAL ROD
 JQ0473_STAMPING: F 418 1984
 JQ0473_MARK LOGO: NGS   
 JQ0473_PROJECTION: FLUSH
 JQ0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0473_ROD/PIPE-DEPTH: 2.4  meters
 JQ0473
 JQ0473  HISTORY     - Date     Condition        Report By
 JQ0473  HISTORY     - 1984     MONUMENTED       NGS
 JQ0473
 JQ0473                          STATION DESCRIPTION
 JQ0473
 JQ0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0473'26.7 KM (16.7 MI) NE FROM WARM SPRINGS.
 JQ0473'26.7 KM (16.7 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0473'STATE HIGHWAY 375 AT WARM SPRINGS, 0.45 KM (0.3 MI) SOUTHWEST OF
 JQ0473'MILEPOST 68 AND 27.3 METERS (89.5 FT) SOUTHEAST OF THE HIGHWAY
 JQ0473'CENTERLINE.
 JQ0473'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 JQ0473'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0294 ***********************************************************************
 JP0294  DESIGNATION -  F 419
 JP0294  PID         -  JP0294
 JP0294  STATE/COUNTY-  NV/NYE
 JP0294  USGS QUAD   -  BLUE EAGLE SPRINGS N (1990)
 JP0294
 JP0294                         *CURRENT SURVEY CONTROL
 JP0294  ___________________________________________________________________
 JP0294* NAD 83(1986)-  38 39 04.     (N)    115 34 50.     (W)     SCALED    
 JP0294* NAVD 88     -      1459.497  (meters)    4788.37   (feet)  ADJUSTED  
 JP0294  ___________________________________________________________________
 JP0294  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 JP0294  DYNAMIC HT  -        1457.975 (meters)    4783.37  (feet)  COMP
 JP0294  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 JP0294
 JP0294  VERT ORDER  -  FIRST     CLASS II
 JP0294
 JP0294.The horizontal coordinates were scaled from a topographic map and have
 JP0294.an estimated accuracy of +/- 6 seconds.
 JP0294
 JP0294.The orthometric height was determined by differential leveling
 JP0294.and adjusted by the National Geodetic Survey in June 1991..
 JP0294
 JP0294.The geoid height was determined by GEOID03.
 JP0294
 JP0294.The dynamic height is computed by dividing the NAVD 88
 JP0294.geopotential number by the normal gravity value computed on the
 JP0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0294.degrees latitude (g = 980.6199 gals.).
 JP0294
 JP0294.The modeled gravity was interpolated from observed gravity values.
 JP0294
 JP0294;                    North         East    Units  Estimated Accuracy
 JP0294;SPC NV C     - 6,433,430.      594,540.      MT  (+/- 180 meters Scaled)
 JP0294
 JP0294                          SUPERSEDED SURVEY CONTROL
 JP0294
 JP0294.No superseded survey control is available for this station.
 JP0294
 JP0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC235790(NAD 83)
 JP0294_MARKER: I = METAL ROD
 JP0294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JP0294_SP_SET: STAINLESS STEEL ROD
 JP0294_STAMPING: F 419 1984
 JP0294_MARK LOGO: NGS   
 JP0294_PROJECTION: FLUSH
 JP0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0294_ROD/PIPE-DEPTH: 11.0 meters
 JP0294
 JP0294  HISTORY     - Date     Condition        Report By
 JP0294  HISTORY     - 1984     MONUMENTED       NGS
 JP0294
 JP0294                          STATION DESCRIPTION
 JP0294
 JP0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0294'13.9 KM (8.7 MI) SW FROM CURRANT.
 JP0294'13.9 KM (8.7 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0294'STATE HIGHWAY 379 AT CURRANT, 0.75 KM (0.45 MI) NORTHEAST OF MILEPOST
 JP0294'109, 0.5 KM (0.3 MI) SOUTHWEST OF THE T JUNCTION OF A PAVED ROAD
 JP0294'LEADING NORTHWEST, 62.0 METERS (203.5 FT) SOUTHEAST OF THE HIGHWAY
 JP0294'CENTERLINE AND 4.4 METERS (14.5 FT) SOUTHWEST OF THE FIFTH TELEPHONE
 JP0294'POLE SOUTHWEST OF THE T JUNCTION OF TELEPHONE LINES.
 JP0294'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JP0294'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0052 ***********************************************************************
 KP0052  DESIGNATION -  F 42
 KP0052  PID         -  KP0052
 KP0052  STATE/COUNTY-  NV/WHITE PINE
 KP0052  USGS QUAD   -  MAJORS PLACE (1993)
 KP0052
 KP0052                         *CURRENT SURVEY CONTROL
 KP0052  ___________________________________________________________________
 KP0052* NAD 83(1986)-  39 01 59.     (N)    114 36 14.     (W)     SCALED    
 KP0052* NAVD 88     -      2098.146  (meters)    6883.67   (feet)  ADJUSTED  
 KP0052  ___________________________________________________________________
 KP0052  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 KP0052  DYNAMIC HT  -        2095.836 (meters)    6876.09  (feet)  COMP
 KP0052  MODELED GRAV-     979,451.2   (mgal)                       NAVD 88
 KP0052
 KP0052  VERT ORDER  -  FIRST     CLASS II
 KP0052
 KP0052.The horizontal coordinates were scaled from a topographic map and have
 KP0052.an estimated accuracy of +/- 6 seconds.
 KP0052
 KP0052.The orthometric height was determined by differential leveling
 KP0052.and adjusted by the National Geodetic Survey in June 1991..
 KP0052
 KP0052.The geoid height was determined by GEOID03.
 KP0052
 KP0052.The dynamic height is computed by dividing the NAVD 88
 KP0052.geopotential number by the normal gravity value computed on the
 KP0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0052.degrees latitude (g = 980.6199 gals.).
 KP0052
 KP0052.The modeled gravity was interpolated from observed gravity values.
 KP0052
 KP0052;                    North         East    Units  Estimated Accuracy
 KP0052;SPC NV E     - 8,475,720.      284,800.      MT  (+/- 180 meters Scaled)
 KP0052
 KP0052                          SUPERSEDED SURVEY CONTROL
 KP0052
 KP0052  NGVD 29 (??/??/92) 2096.851  (m)         6879.42   (f) ADJ UNCH    1 2
 KP0052
 KP0052.Superseded values are not recommended for survey control.
 KP0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0052.See file dsdata.txt to determine how the superseded data were derived.
 KP0052
 KP0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD074231(NAD 83)
 KP0052_MARKER: DB = BENCH MARK DISK
 KP0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0052_STAMPING: F 42 1934
 KP0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0052+STABILITY: SURFACE MOTION
 KP0052
 KP0052  HISTORY     - Date     Condition        Report By
 KP0052  HISTORY     - 1934     MONUMENTED       CGS
 KP0052  HISTORY     - 1957     MARK NOT FOUND   NGS
 KP0052
 KP0052                          STATION DESCRIPTION
 KP0052
 KP0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KP0052'25.8 MI SE FROM ELY.
 KP0052'25.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM THE COUNTY COURTHOUSE
 KP0052'AT ELY, 60 FEET SOUTHEAST OF A CONCRETE CULVERT, AND 45 FEET EAST OF
 KP0052'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 42 1934 AND
 KP0052'SET IN THE TOP OF A CONCRETE POST. --NOTE THIS MARK IS ALONG THE OLD
 KP0052'HIGHWAY AND NOT THE NEW ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0319 ***********************************************************************
 JP0319  DESIGNATION -  F 420
 JP0319  PID         -  JP0319
 JP0319  STATE/COUNTY-  NV/WHITE PINE
 JP0319  USGS QUAD   -  BADGER HOLE SPRING (1978)
 JP0319
 JP0319                         *CURRENT SURVEY CONTROL
 JP0319  ___________________________________________________________________
 JP0319* NAD 83(1986)-  38 57 13.     (N)    115 09 10.     (W)     SCALED    
 JP0319* NAVD 88     -      1801.062  (meters)    5908.98   (feet)  ADJUSTED  
 JP0319  ___________________________________________________________________
 JP0319  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 JP0319  DYNAMIC HT  -        1799.148 (meters)    5902.70  (feet)  COMP
 JP0319  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 JP0319
 JP0319  VERT ORDER  -  FIRST     CLASS II
 JP0319
 JP0319.The horizontal coordinates were scaled from a topographic map and have
 JP0319.an estimated accuracy of +/- 6 seconds.
 JP0319
 JP0319.The orthometric height was determined by differential leveling
 JP0319.and adjusted by the National Geodetic Survey in June 1991..
 JP0319
 JP0319.The geoid height was determined by GEOID03.
 JP0319
 JP0319.The dynamic height is computed by dividing the NAVD 88
 JP0319.geopotential number by the normal gravity value computed on the
 JP0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0319.degrees latitude (g = 980.6199 gals.).
 JP0319
 JP0319.The modeled gravity was interpolated from observed gravity values.
 JP0319
 JP0319;                    North         East    Units  Estimated Accuracy
 JP0319;SPC NV E     - 8,466,540.      237,320.      MT  (+/- 180 meters Scaled)
 JP0319
 JP0319                          SUPERSEDED SURVEY CONTROL
 JP0319
 JP0319.No superseded survey control is available for this station.
 JP0319
 JP0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD600132(NAD 83)
 JP0319_MARKER: DB = BENCH MARK DISK
 JP0319_SETTING: 66 = SET IN ROCK OUTCROP
 JP0319_SP_SET: ROCK OUTCROP
 JP0319_STAMPING: F 420 1984
 JP0319_MARK LOGO: NGS   
 JP0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0319+STABILITY: POSITION/ELEVATION WELL
 JP0319
 JP0319  HISTORY     - Date     Condition        Report By
 JP0319  HISTORY     - 1984     MONUMENTED       NGS
 JP0319
 JP0319                          STATION DESCRIPTION
 JP0319
 JP0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0319'40.1 KM (24.9 MI) NE FROM CURRANT.
 JP0319'40.1 KM (24.9 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0319'STATE HIGHWAY 379 AT CURRANT, IN TOP OF THE SOUTHEAST EDGE OF A 4 BY
 JP0319'12 FOOT PORTION OF CONGLOMERATE OUTCROP PROJECTING 3 INCHES ABOVE THE
 JP0319'SURFACE OF THE GROUND, IN THE EAST CORNER OF THE INTERSECTION OF A
 JP0319'DIRT ROAD, 0.8 KM (0.5 MI) SOUTHWEST OF MILEPOST 11, 45.1 METERS
 JP0319'(148 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 25.9 METERS (85 FT)
 JP0319'NORTHWEST OF THE CENTER OF A PRIVATE DRIVE LEADING TO A FARM HOUSE AND
 JP0319'7.4 METERS (24.5 FT) NORTH OF THE CENTER OF THE ROAD.
 JP0319'THE MARK IS 0.15 METERS  SE FROM A WITNESS POST.
 JP0319'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0231 ***********************************************************************
 KP0231  DESIGNATION -  F 421
 KP0231  PID         -  KP0231
 KP0231  STATE/COUNTY-  NV/WHITE PINE
 KP0231  USGS QUAD   -  ELY (1978)
 KP0231
 KP0231                         *CURRENT SURVEY CONTROL
 KP0231  ___________________________________________________________________
 KP0231* NAD 83(1986)-  39 14 50.     (N)    114 54 03.     (W)     SCALED    
 KP0231* NAVD 88     -      1975.525  (meters)    6481.37   (feet)  ADJUSTED  
 KP0231  ___________________________________________________________________
 KP0231  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 KP0231  DYNAMIC HT  -        1973.378 (meters)    6474.32  (feet)  COMP
 KP0231  MODELED GRAV-     979,470.2   (mgal)                       NAVD 88
 KP0231
 KP0231  VERT ORDER  -  FIRST     CLASS II
 KP0231
 KP0231.The horizontal coordinates were scaled from a topographic map and have
 KP0231.an estimated accuracy of +/- 6 seconds.
 KP0231
 KP0231.The orthometric height was determined by differential leveling
 KP0231.and adjusted by the National Geodetic Survey in June 1991..
 KP0231
 KP0231.The geoid height was determined by GEOID03.
 KP0231
 KP0231.The dynamic height is computed by dividing the NAVD 88
 KP0231.geopotential number by the normal gravity value computed on the
 KP0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0231.degrees latitude (g = 980.6199 gals.).
 KP0231
 KP0231.The modeled gravity was interpolated from observed gravity values.
 KP0231
 KP0231;                    North         East    Units  Estimated Accuracy
 KP0231;SPC NV E     - 8,499,260.      258,910.      MT  (+/- 180 meters Scaled)
 KP0231
 KP0231                          SUPERSEDED SURVEY CONTROL
 KP0231
 KP0231.No superseded survey control is available for this station.
 KP0231
 KP0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD811463(NAD 83)
 KP0231_MARKER: DB = BENCH MARK DISK
 KP0231_SETTING: 66 = SET IN ROCK OUTCROP
 KP0231_SP_SET: ROCK OUTCROP
 KP0231_STAMPING: F 421 1984
 KP0231_MARK LOGO: NGS   
 KP0231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0231+STABILITY: POSITION/ELEVATION WELL
 KP0231
 KP0231  HISTORY     - Date     Condition        Report By
 KP0231  HISTORY     - 1984     MONUMENTED       NGS
 KP0231  HISTORY     - 1984     GOOD             NGS
 KP0231
 KP0231                          STATION DESCRIPTION
 KP0231
 KP0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0231'2.4 KM (1.5 MI) NW FROM ELY.
 KP0231'2.45 KM (1.55 MI) NORTHWEST ALONG US HIGHWAY 50 FROM ITS JUNCTION WITH
 KP0231'US HIGHWAY 93 AT ELY, IN THE TOP CENTER OF A 1 BY 2 FOOT SHELF OF
 KP0231'LIMESTONE OUTCROP PROJECTING 2 FEET ABOVE THE BASE OF THE FIRST
 KP0231'MASSIVE OUTCROP CUT WEST OF TOWN, 0.25 KM (0.15 MI) EAST OF MILEPOST
 KP0231'66, 9.1 METERS (30 FT) SOUTH OF THE HIGHWAY CENTERLINE AND 33.2 METERS
 KP0231'(109 FT) EAST OF THE WEST END OF THE CUT.
 KP0231'THE MARK IS 0.2 METERS  E FROM A WITNESS POST.
 KP0231'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KP0231
 KP0231                          STATION RECOVERY (1984)
 KP0231
 KP0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0754 ***********************************************************************
 LR0754  DESIGNATION -  F 422
 LR0754  PID         -  LR0754
 LR0754  STATE/COUNTY-  NV/EUREKA
 LR0754  USGS QUAD   -  EMIGRANT PASS (1986)
 LR0754
 LR0754                         *CURRENT SURVEY CONTROL
 LR0754  ___________________________________________________________________
 LR0754* NAD 83(1986)-  40 38 22.     (N)    116 20 51.     (W)     SCALED    
 LR0754* NAVD 88     -      1679.987  (meters)    5511.76   (feet)  ADJUSTED  
 LR0754  ___________________________________________________________________
 LR0754  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 LR0754  DYNAMIC HT  -        1678.562 (meters)    5507.08  (feet)  COMP
 LR0754  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 LR0754
 LR0754  VERT ORDER  -  FIRST     CLASS II
 LR0754
 LR0754.The horizontal coordinates were scaled from a topographic map and have
 LR0754.an estimated accuracy of +/- 6 seconds.
 LR0754
 LR0754.The orthometric height was determined by differential leveling
 LR0754.and adjusted by the National Geodetic Survey in June 1991..
 LR0754
 LR0754.The geoid height was determined by GEOID03.
 LR0754
 LR0754.The dynamic height is computed by dividing the NAVD 88
 LR0754.geopotential number by the normal gravity value computed on the
 LR0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0754.degrees latitude (g = 980.6199 gals.).
 LR0754
 LR0754.The modeled gravity was interpolated from observed gravity values.
 LR0754
 LR0754;                    North         East    Units  Estimated Accuracy
 LR0754;SPC NV E     - 8,653,890.      135,360.      MT  (+/- 180 meters Scaled)
 LR0754
 LR0754                          SUPERSEDED SURVEY CONTROL
 LR0754
 LR0754.No superseded survey control is available for this station.
 LR0754
 LR0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE551989(NAD 83)
 LR0754_MARKER: DB = BENCH MARK DISK
 LR0754_SETTING: 66 = SET IN ROCK OUTCROP
 LR0754_SP_SET: ROCK OUTCROP
 LR0754_STAMPING: F 422 1984
 LR0754_MARK LOGO: NGS   
 LR0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0754
 LR0754  HISTORY     - Date     Condition        Report By
 LR0754  HISTORY     - 1984     MONUMENTED       NGS
 LR0754
 LR0754                          STATION DESCRIPTION
 LR0754
 LR0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0754'21.7 KM (13.6 MI) SW FROM CARLIN.
 LR0754'21.75 KM (13.6 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF
 LR0754'STATE HIGHWAY 278 AT CARLIN, IN TOP OF THE NORTHWEST EDGE OF A 2 BY 2
 LR0754'FOOT SHELF OF BASALT BEDROCK, AT THE NORTHWEST END OF A CUT, 0.45 KM
 LR0754'(0.3 MI) SOUTHEAST OF MILEPOST 266, 0.15 KM (0.1 MI) NORTHWEST OF THE
 LR0754'NORTHWEST END OF A CURVE, 12.6 METERS (41.5 FT) NORTHEAST OF THE WEST
 LR0754'BOUND HIGHWAY CENTERLINE, 31.7 METERS (104 FT) SOUTHEAST OF THE
 LR0754'NORTHWEST END OF THE CUT AND 1.5 METERS (5 FT) ABOVE THE BASE OF THE
 LR0754'CUT.
 LR0754'THE MARK IS 0.2 METERS  NW FROM A WITNESS POST.
 LR0754'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0699 ***********************************************************************
 MT0699  DESIGNATION -  F 423
 MT0699  PID         -  MT0699
 MT0699  STATE/COUNTY-  NV/ELKO
 MT0699  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0699
 MT0699                         *CURRENT SURVEY CONTROL
 MT0699  ___________________________________________________________________
 MT0699* NAD 83(1986)-  41 06 47.     (N)    114 48 51.     (W)     SCALED    
 MT0699* NAVD 88     -      1888.327  (meters)    6195.29   (feet)  ADJUSTED  
 MT0699  ___________________________________________________________________
 MT0699  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 MT0699  DYNAMIC HT  -        1886.735 (meters)    6190.06  (feet)  COMP
 MT0699  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 MT0699
 MT0699  VERT ORDER  -  FIRST     CLASS II
 MT0699
 MT0699.The horizontal coordinates were scaled from a topographic map and have
 MT0699.an estimated accuracy of +/- 6 seconds.
 MT0699
 MT0699.The orthometric height was determined by differential leveling
 MT0699.and adjusted by the National Geodetic Survey in June 1991..
 MT0699
 MT0699.The geoid height was determined by GEOID03.
 MT0699
 MT0699.The dynamic height is computed by dividing the NAVD 88
 MT0699.geopotential number by the normal gravity value computed on the
 MT0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0699.degrees latitude (g = 980.6199 gals.).
 MT0699
 MT0699.The modeled gravity was interpolated from observed gravity values.
 MT0699
 MT0699;                    North         East    Units  Estimated Accuracy
 MT0699;SPC NV E     - 8,706,490.      264,600.      MT  (+/- 180 meters Scaled)
 MT0699
 MT0699                          SUPERSEDED SURVEY CONTROL
 MT0699
 MT0699.No superseded survey control is available for this station.
 MT0699
 MT0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF835536(NAD 83)
 MT0699_MARKER: I = METAL ROD
 MT0699_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0699_SP_SET: STAINLESS STEEL ROD
 MT0699_STAMPING: F 423 1984
 MT0699_MARK LOGO: NGS   
 MT0699_PROJECTION: FLUSH
 MT0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0699_ROD/PIPE-DEPTH: 3.9  meters
 MT0699
 MT0699  HISTORY     - Date     Condition        Report By
 MT0699  HISTORY     - 1984     MONUMENTED       NGS
 MT0699
 MT0699                          STATION DESCRIPTION
 MT0699
 MT0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MT0699'12.4 KM (7.8 MI) EAST FROM WELLS.
 MT0699'12.45 KM (7.8 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE
 MT0699'OVER US HIGHWAY 93 AT WELLS, 1.0 KM (0.6 MI) WEST OF THE MOOR SUMMIT
 MT0699'INTERCHANGE, 0.8 KM (0.5 MI) EAST OF MILEPOST 359, AT THE WEST END OF
 MT0699'A CUT, 51.2 METERS (168 FT) NORTH OF THE WEST BOUND HIGHWAY
 MT0699'CENTERLINE, 25.9 METERS (85 FT) EAST OF THE EAST ONE OF TWO
 MT0699'UNDERGROUND TELEPHONE CABLE WITNESS POSTS, 25.1 METERS (82.5 FT) WEST
 MT0699'OF THE SECOND TELEPHONE POLE EAST OF THE DIRT ROAD, 24.2 METERS
 MT0699'(79.5 FT) EAST OF THE CENTER OF A DIRT ROAD AND 0.5 METER (1.5 FT)
 MT0699'SOUTH OF THE RIGHT OF WAY FENCE.
 MT0699'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 MT0699'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0378 ***********************************************************************
 MU0378  DESIGNATION -  F 424
 MU0378  PID         -  MU0378
 MU0378  STATE/COUNTY-  NV/HUMBOLDT
 MU0378  USGS QUAD   -  WESO (1983)
 MU0378
 MU0378                         *CURRENT SURVEY CONTROL
 MU0378  ___________________________________________________________________
 MU0378* NAD 83(1986)-  41 04 56.     (N)    117 42 29.     (W)     SCALED    
 MU0378* NAVD 88     -      1330.324  (meters)    4364.57   (feet)  ADJUSTED  
 MU0378  ___________________________________________________________________
 MU0378  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 MU0378  DYNAMIC HT  -        1329.340 (meters)    4361.34  (feet)  COMP
 MU0378  MODELED GRAV-     979,838.1   (mgal)                       NAVD 88
 MU0378
 MU0378  VERT ORDER  -  FIRST     CLASS II
 MU0378
 MU0378.The horizontal coordinates were scaled from a topographic map and have
 MU0378.an estimated accuracy of +/- 6 seconds.
 MU0378
 MU0378.The orthometric height was determined by differential leveling
 MU0378.and adjusted by the National Geodetic Survey in June 1991..
 MU0378
 MU0378.The geoid height was determined by GEOID03.
 MU0378
 MU0378.The dynamic height is computed by dividing the NAVD 88
 MU0378.geopotential number by the normal gravity value computed on the
 MU0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0378.degrees latitude (g = 980.6199 gals.).
 MU0378
 MU0378.The modeled gravity was interpolated from observed gravity values.
 MU0378
 MU0378;                    North         East    Units  Estimated Accuracy
 MU0378;SPC NV W     - 4,703,150.      873,540.      MT  (+/- 180 meters Scaled)
 MU0378
 MU0378                          SUPERSEDED SURVEY CONTROL
 MU0378
 MU0378.No superseded survey control is available for this station.
 MU0378
 MU0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF405481(NAD 83)
 MU0378_MARKER: I = METAL ROD
 MU0378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0378_SP_SET: STAINLESS STEEL ROD
 MU0378_STAMPING: F 424 1984
 MU0378_MARK LOGO: NGS   
 MU0378_PROJECTION: FLUSH
 MU0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0378_ROD/PIPE-DEPTH: 4.6  meters
 MU0378
 MU0378  HISTORY     - Date     Condition        Report By
 MU0378  HISTORY     - 1984     MONUMENTED       NGS
 MU0378
 MU0378                          STATION DESCRIPTION
 MU0378
 MU0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0378'12.8 KM (8.0 MI) NORTH FROM WINNEMUCCA.
 MU0378'12.82 KM (7.97 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0378'WINNEMUCCA, AT THE T JUNCTION OF A DIRT ROAD LEADING EAST TO THE
 MU0378'LITTLE HUMBOLDT RIVER, APPROXIMATELY 0.2 KM (0.1 MI) NORTHWEST ACROSS
 MU0378'THE HIGHWAY FROM THE NORTH END OF A LARGE BLUE AND WHITE METAL
 MU0378'BUILDING, 0.18 KM (0.11 MI) SOUTH OF MILEPOST 8, 27.1 METERS (89 FT)
 MU0378'WEST OF THE HIGHWAY CENTERLINE, 9.2 METERS (30 FT) SOUTH OF THE
 MU0378'EXTENDED CENTER OF A DIRT ROAD, 6.4 METERS (21 FT) EAST OF THE CENTER
 MU0378'OF THE OLD HIGHWAY AND 3.5 METERS (11.5 FT) EAST OF THE RIGHT OF WAY
 MU0378'FENCE.
 MU0378'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MU0378'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0403 ***********************************************************************
 MU0403  DESIGNATION -  F 425
 MU0403  PID         -  MU0403
 MU0403  STATE/COUNTY-  NV/HUMBOLDT
 MU0403  USGS QUAD   -  ANDORNO RANCH (1982)
 MU0403
 MU0403                         *CURRENT SURVEY CONTROL
 MU0403  ___________________________________________________________________
 MU0403* NAD 83(1986)-  41 23 26.     (N)    117 48 51.     (W)     SCALED    
 MU0403* NAVD 88     -      1325.533  (meters)    4348.85   (feet)  ADJUSTED  
 MU0403  ___________________________________________________________________
 MU0403  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 MU0403  DYNAMIC HT  -        1324.597 (meters)    4345.78  (feet)  COMP
 MU0403  MODELED GRAV-     979,871.6   (mgal)                       NAVD 88
 MU0403
 MU0403  VERT ORDER  -  FIRST     CLASS II
 MU0403
 MU0403.The horizontal coordinates were scaled from a topographic map and have
 MU0403.an estimated accuracy of +/- 6 seconds.
 MU0403
 MU0403.The orthometric height was determined by differential leveling
 MU0403.and adjusted by the National Geodetic Survey in June 1991..
 MU0403
 MU0403.The geoid height was determined by GEOID03.
 MU0403
 MU0403.The dynamic height is computed by dividing the NAVD 88
 MU0403.geopotential number by the normal gravity value computed on the
 MU0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0403.degrees latitude (g = 980.6199 gals.).
 MU0403
 MU0403.The modeled gravity was interpolated from observed gravity values.
 MU0403
 MU0403;                    North         East    Units  Estimated Accuracy
 MU0403;SPC NV W     - 4,737,300.      864,320.      MT  (+/- 180 meters Scaled)
 MU0403
 MU0403                          SUPERSEDED SURVEY CONTROL
 MU0403
 MU0403.No superseded survey control is available for this station.
 MU0403
 MU0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF319824(NAD 83)
 MU0403_MARKER: DB = BENCH MARK DISK
 MU0403_SETTING: 66 = SET IN ROCK OUTCROP
 MU0403_SP_SET: ROCK OUTCROP
 MU0403_STAMPING: F 425 1984
 MU0403_MARK LOGO: NGS   
 MU0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0403+STABILITY: POSITION/ELEVATION WELL
 MU0403
 MU0403  HISTORY     - Date     Condition        Report By
 MU0403  HISTORY     - 1984     MONUMENTED       NGS
 MU0403
 MU0403                          STATION DESCRIPTION
 MU0403
 MU0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0403'53.5 KM (33.2 MI) NORTH FROM WINNEMUCCA.
 MU0403'50.46 KM (31.36 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0403'WINNEMUCCA, THENCE 3.02 KM (1.88 MI) WEST ALONG A DIRT ROAD (OLD DENIO
 MU0403'HIGHWAY), IN TOP OF THE EAST EDGE OF A 6 BY 8 FOOT PORTION OF BROWN
 MU0403'VOLCANIC OUTCROP PROJECTING 1 FOOT ABOVE THE SOUTH SLOPE OF A SMALL
 MU0403'HILL AND NEAR THE TOP OF THE HILL, 105.1 METERS (345 FT) NORTH OF THE
 MU0403'CENTER OF THE ROAD (SLOPE MEASUREMENT) AND 97.5 METERS (320 FT)
 MU0403'NORTHWEST OF THE NORTHWEST EDGE OF A GRAVEL PIT.
 MU0403'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MU0403'THE MARK IS 15.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0759 ***********************************************************************
 LR0759  DESIGNATION -  F 426
 LR0759  PID         -  LR0759
 LR0759  STATE/COUNTY-  NV/EUREKA
 LR0759  USGS QUAD   -  DUNPHY (1986)
 LR0759
 LR0759                         *CURRENT SURVEY CONTROL
 LR0759  ___________________________________________________________________
 LR0759* NAD 83(1986)-  40 41 47.     (N)    116 33 27.     (W)     SCALED    
 LR0759* NAVD 88     -      1414.240  (meters)    4639.89   (feet)  ADJUSTED  
 LR0759  ___________________________________________________________________
 LR0759  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 LR0759  DYNAMIC HT  -        1413.117 (meters)    4636.20  (feet)  COMP
 LR0759  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 LR0759
 LR0759  VERT ORDER  -  FIRST     CLASS II
 LR0759
 LR0759.The horizontal coordinates were scaled from a topographic map and have
 LR0759.an estimated accuracy of +/- 6 seconds.
 LR0759
 LR0759.The orthometric height was determined by differential leveling
 LR0759.and adjusted by the National Geodetic Survey in June 1991..
 LR0759
 LR0759.The geoid height was determined by GEOID03.
 LR0759
 LR0759.The dynamic height is computed by dividing the NAVD 88
 LR0759.geopotential number by the normal gravity value computed on the
 LR0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0759.degrees latitude (g = 980.6199 gals.).
 LR0759
 LR0759.The modeled gravity was interpolated from observed gravity values.
 LR0759
 LR0759;                    North         East    Units  Estimated Accuracy
 LR0759;SPC NV E     - 8,660,390.      117,670.      MT  (+/- 180 meters Scaled)
 LR0759
 LR0759                          SUPERSEDED SURVEY CONTROL
 LR0759
 LR0759.No superseded survey control is available for this station.
 LR0759
 LR0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF373051(NAD 83)
 LR0759_MARKER: I = METAL ROD
 LR0759_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LR0759_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LR0759_STAMPING: F 426 1984
 LR0759_MARK LOGO: NGS   
 LR0759_PROJECTION: FLUSH
 LR0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0759+STABILITY: POSITION/ELEVATION WELL
 LR0759_ROD/PIPE-DEPTH: 17.4 meters
 LR0759_SLEEVE-DEPTH  : 8.5 meters
 LR0759
 LR0759  HISTORY     - Date     Condition        Report By
 LR0759  HISTORY     - 1984     MONUMENTED       NGS
 LR0759
 LR0759                          STATION DESCRIPTION
 LR0759
 LR0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0759'36.5 KM (22.8 MI) NE FROM BATTLE MOUNTAIN.
 LR0759'36.4 KM (22.75 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 LR0759'ITS STATION AT BATTLE MOUNTAIN, THENCE 0.15 KM (0.1 MI) SOUTH ACROSS
 LR0759'COUNTRY, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF OLD US HIGHWAY
 LR0759'40 AND A PAVED ROAD LEADING SOUTH UNDER THE INTERSTATE 80 (DUNPHY
 LR0759'INTERCHANGE), 23.0 METERS (75.5 FT) WEST OF THE CENTER OF THE ROAD,
 LR0759'20.2 METERS (66.5 FT) SOUTH OF THE CENTER OF THE OLD HIGHWAY,
 LR0759'19.5 METERS (64 FT) NORTH OF THE CENTER OF THE WEST BOUND INTERSTATE
 LR0759'80 ON RAMP AND 1.0 METER (3.5 FT) NORTH OF THE CENTER POST FOR A
 LR0759'WOODEN RIGHT OF WAY FENCE BRACE.
 LR0759'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 LR0759'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0235 ***********************************************************************
 KP0235  DESIGNATION -  F 427
 KP0235  PID         -  KP0235
 KP0235  STATE/COUNTY-  NV/WHITE PINE
 KP0235  USGS QUAD   -  RUTH (1979)
 KP0235
 KP0235                         *CURRENT SURVEY CONTROL
 KP0235  ___________________________________________________________________
 KP0235* NAD 83(1986)-  39 15 06.     (N)    114 52 46.     (W)     SCALED    
 KP0235* NAVD 88     -      1947.373  (meters)    6389.01   (feet)  ADJUSTED  
 KP0235  ___________________________________________________________________
 KP0235  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 KP0235  DYNAMIC HT  -        1945.272 (meters)    6382.11  (feet)  COMP
 KP0235  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 KP0235
 KP0235  VERT ORDER  -  FIRST     CLASS II
 KP0235
 KP0235.The horizontal coordinates were scaled from a topographic map and have
 KP0235.an estimated accuracy of +/- 6 seconds.
 KP0235
 KP0235.The orthometric height was determined by differential leveling
 KP0235.and adjusted by the National Geodetic Survey in June 1991..
 KP0235
 KP0235.The geoid height was determined by GEOID03.
 KP0235
 KP0235.The dynamic height is computed by dividing the NAVD 88
 KP0235.geopotential number by the normal gravity value computed on the
 KP0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0235.degrees latitude (g = 980.6199 gals.).
 KP0235
 KP0235.The modeled gravity was interpolated from observed gravity values.
 KP0235
 KP0235;                    North         East    Units  Estimated Accuracy
 KP0235;SPC NV E     - 8,499,770.      260,750.      MT  (+/- 180 meters Scaled)
 KP0235
 KP0235                          SUPERSEDED SURVEY CONTROL
 KP0235
 KP0235.No superseded survey control is available for this station.
 KP0235
 KP0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD829468(NAD 83)
 KP0235_MARKER: I = METAL ROD
 KP0235_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0235_SP_SET: STAINLESS STEEL ROD
 KP0235_STAMPING: F 427 1984
 KP0235_MARK LOGO: NGS   
 KP0235_PROJECTION: FLUSH
 KP0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0235_ROD/PIPE-DEPTH: 12.2 meters
 KP0235
 KP0235  HISTORY     - Date     Condition        Report By
 KP0235  HISTORY     - 1984     MONUMENTED       NGS
 KP0235
 KP0235                          STATION DESCRIPTION
 KP0235
 KP0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0235'IN ELY.
 KP0235'IN THE SOUTHEAST CORNER OF THE JUNCTION OF AULTMAN AVENUE (US HIGHWAY
 KP0235'50) AND THE MAIN ENTRANCE ROAD TO THE ELY CEMETERY, 18.0 METERS
 KP0235'(59 FT) SOUTHEAST OF THE SOUTHEAST CURB OF THE AVENUE, 4.2 METERS
 KP0235'(14 FT) EAST OF THE CENTER OF THE ROAD, 2.6 METERS (8.5 FT) WEST OF
 KP0235'THE NORTHWEST CORNER OF THE HEADSTONE FOR JAMES STRANTON AND 0.3 METER
 KP0235'(1 FT) NORTH OF THE EAST BRICK GATE POST FOR THE EAST PEDESTRIAN GATE.
 KP0235'THE MARK IS 0.15 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0243 ***********************************************************************
 KP0243  DESIGNATION -  F 428
 KP0243  PID         -  KP0243
 KP0243  STATE/COUNTY-  NV/WHITE PINE
 KP0243  USGS QUAD   -  COMINS LAKE (1978)
 KP0243
 KP0243                         *CURRENT SURVEY CONTROL
 KP0243  ___________________________________________________________________
 KP0243* NAD 83(1986)-  39 10 01.     (N)    114 48 55.     (W)     SCALED    
 KP0243* NAVD 88     -      1997.282  (meters)    6552.75   (feet)  ADJUSTED  
 KP0243  ___________________________________________________________________
 KP0243  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 KP0243  DYNAMIC HT  -        1995.087 (meters)    6545.55  (feet)  COMP
 KP0243  MODELED GRAV-     979,457.8   (mgal)                       NAVD 88
 KP0243
 KP0243  VERT ORDER  -  FIRST     CLASS II
 KP0243
 KP0243.The horizontal coordinates were scaled from a topographic map and have
 KP0243.an estimated accuracy of +/- 6 seconds.
 KP0243
 KP0243.The orthometric height was determined by differential leveling
 KP0243.and adjusted by the National Geodetic Survey in June 1991..
 KP0243
 KP0243.The geoid height was determined by GEOID03.
 KP0243
 KP0243.The dynamic height is computed by dividing the NAVD 88
 KP0243.geopotential number by the normal gravity value computed on the
 KP0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0243.degrees latitude (g = 980.6199 gals.).
 KP0243
 KP0243.The modeled gravity was interpolated from observed gravity values.
 KP0243
 KP0243;                    North         East    Units  Estimated Accuracy
 KP0243;SPC NV E     - 8,490,410.      266,370.      MT  (+/- 180 meters Scaled)
 KP0243
 KP0243                          SUPERSEDED SURVEY CONTROL
 KP0243
 KP0243.No superseded survey control is available for this station.
 KP0243
 KP0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD887375(NAD 83)
 KP0243_MARKER: I = METAL ROD
 KP0243_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KP0243_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KP0243_STAMPING: F 428 1984
 KP0243_MARK LOGO: NGS   
 KP0243_PROJECTION: FLUSH
 KP0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0243+STABILITY: POSITION/ELEVATION WELL
 KP0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0243+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 KP0243_ROD/PIPE-DEPTH: 12.8 meters
 KP0243_SLEEVE-DEPTH  : 9.1 meters
 KP0243
 KP0243  HISTORY     - Date     Condition        Report By
 KP0243  HISTORY     - 1984     MONUMENTED       NGS
 KP0243  HISTORY     - 20020802 GOOD             NVGS
 KP0243
 KP0243                          STATION DESCRIPTION
 KP0243
 KP0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0243'9.9 KM (6.2 MI) SE FROM ELY.
 KP0243'9.94 KM (6.18 MI) SOUTHEAST ALONG US HIGHWAY 6, 93 AND 50 FROM THE
 KP0243'JUNCTION OF US HIGHWAYS 6 AND 93 AT ELY, IN THE WEST CORNER OF THE T
 KP0243'JUNCTION OF THE DIRT ROAD LEADING SOUTH ALONG THE WEST SIDE OF COMINS
 KP0243'LAKE, 0.37 KM (0.23 MI) SOUTHEAST OF MILEPOST 45, 28.2 METERS
 KP0243'(92.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 37.8 METERS (124 FT)
 KP0243'NORTHWEST OF THE CENTER OF THE ROAD, 6.8 METERS (22.5 FT) EAST OF THE
 KP0243'SOUTHWEST POLE FOR A POWER LINE CROSSING AND 2.3 METERS (7.5 FT)
 KP0243'NORTHEAST OF THE RIGHT OF WAY FENCE.
 KP0243'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 KP0243'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 KP0243
 KP0243                          STATION RECOVERY (2002)
 KP0243
 KP0243'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 KP0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0292 ***********************************************************************
 KP0292  DESIGNATION -  F 429
 KP0292  PID         -  KP0292
 KP0292  STATE/COUNTY-  NV/WHITE PINE
 KP0292  USGS QUAD   -  LEHMAN CAVES (1986)
 KP0292
 KP0292                         *CURRENT SURVEY CONTROL
 KP0292  ___________________________________________________________________
 KP0292* NAD 83(1986)-  39 05 12.     (N)    114 12 09.     (W)     SCALED    
 KP0292* NAVD 88     -      1788.851  (meters)    5868.92   (feet)  ADJUSTED  
 KP0292  ___________________________________________________________________
 KP0292  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 KP0292  DYNAMIC HT  -        1786.975 (meters)    5862.77  (feet)  COMP
 KP0292  MODELED GRAV-     979,516.0   (mgal)                       NAVD 88
 KP0292
 KP0292  VERT ORDER  -  FIRST     CLASS II
 KP0292
 KP0292.The horizontal coordinates were scaled from a topographic map and have
 KP0292.an estimated accuracy of +/- 6 seconds.
 KP0292
 KP0292.The orthometric height was determined by differential leveling
 KP0292.and adjusted by the National Geodetic Survey in June 1991..
 KP0292
 KP0292.The geoid height was determined by GEOID03.
 KP0292
 KP0292.The dynamic height is computed by dividing the NAVD 88
 KP0292.geopotential number by the normal gravity value computed on the
 KP0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0292.degrees latitude (g = 980.6199 gals.).
 KP0292
 KP0292.The modeled gravity was interpolated from observed gravity values.
 KP0292
 KP0292;                    North         East    Units  Estimated Accuracy
 KP0292;SPC NV E     - 8,482,130.      319,460.      MT  (+/- 180 meters Scaled)
 KP0292
 KP0292                          SUPERSEDED SURVEY CONTROL
 KP0292
 KP0292.No superseded survey control is available for this station.
 KP0292
 KP0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD419301(NAD 83)
 KP0292_MARKER: I = METAL ROD
 KP0292_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KP0292+WITH SETTING: INFORMATION.
 KP0292_SP_SET: SHALLOW SET METAL ROD
 KP0292_STAMPING: F 429 1984
 KP0292_MARK LOGO: NGS   
 KP0292_PROJECTION: FLUSH
 KP0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0292_ROD/PIPE-DEPTH: 1.5  meters
 KP0292
 KP0292  HISTORY     - Date     Condition        Report By
 KP0292  HISTORY     - 1984     MONUMENTED       NGS
 KP0292
 KP0292                          STATION DESCRIPTION
 KP0292
 KP0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0292'11.5 KM (7.2 MI) WEST FROM BAKER.
 KP0292'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0292'OFFICE AT BAKER, THENCE 2.8 KM (1.75 MI) WEST ALONG US HIGHWAYS 6 AND
 KP0292'50, 29.9 METERS (98 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 KP0292'49.5 METERS (162.5 FT) SOUTHEAST OF MILEPOST 93 AND 46.3 METERS
 KP0292'(152 FT) NORTHWEST OF THE NORTHWEST END OF THE NORTHEAST HEADWALL FOR
 KP0292'A 36-INCH CORRUGATED METAL PIPE CULVERT.  NOTE-ROD SET TO 5 FEET
 KP0292'IMBEDDED REFUSAL.
 KP0292'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 KP0292'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0242 ***********************************************************************
 KR0242  DESIGNATION -  F 43
 KR0242  PID         -  KR0242
 KR0242  STATE/COUNTY-  NV/CHURCHILL
 KR0242  USGS QUAD   -  GRIMES POINT (1985)
 KR0242
 KR0242                         *CURRENT SURVEY CONTROL
 KR0242  ___________________________________________________________________
 KR0242* NAD 83(1986)-  39 25 21.     (N)    118 42 49.     (W)     SCALED    
 KR0242* NAVD 88     -      1198.925  (meters)    3933.47   (feet)  ADJUSTED  
 KR0242  ___________________________________________________________________
 KR0242  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 KR0242  DYNAMIC HT  -        1197.883 (meters)    3930.05  (feet)  COMP
 KR0242  MODELED GRAV-     979,716.7   (mgal)                       NAVD 88
 KR0242
 KR0242  VERT ORDER  -  FIRST     CLASS II
 KR0242
 KR0242.The horizontal coordinates were scaled from a topographic map and have
 KR0242.an estimated accuracy of +/- 6 seconds.
 KR0242
 KR0242.The orthometric height was determined by differential leveling
 KR0242.and adjusted by the National Geodetic Survey in June 1991..
 KR0242
 KR0242.The geoid height was determined by GEOID03.
 KR0242
 KR0242.The dynamic height is computed by dividing the NAVD 88
 KR0242.geopotential number by the normal gravity value computed on the
 KR0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0242.degrees latitude (g = 980.6199 gals.).
 KR0242
 KR0242.The modeled gravity was interpolated from observed gravity values.
 KR0242
 KR0242;                    North         East    Units  Estimated Accuracy
 KR0242;SPC NV W     - 4,518,510.      788,780.      MT  (+/- 180 meters Scaled)
 KR0242
 KR0242                          SUPERSEDED SURVEY CONTROL
 KR0242
 KR0242  NGVD 29 (??/??/92) 1197.978  (m)         3930.37   (f) ADJ UNCH    1 2
 KR0242
 KR0242.Superseded values are not recommended for survey control.
 KR0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0242.See file dsdata.txt to determine how the superseded data were derived.
 KR0242
 KR0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD524650(NAD 83)
 KR0242_MARKER: DD = SURVEY DISK
 KR0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0242_STAMPING: F 43 1951 3930.02
 KR0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0242+STABILITY: SURFACE MOTION
 KR0242
 KR0242  HISTORY     - Date     Condition        Report By
 KR0242  HISTORY     - 1951     MONUMENTED       DOD
 KR0242  HISTORY     - 1955     GOOD             NGS
 KR0242  HISTORY     - 1967     MARK NOT FOUND   NGS
 KR0242  HISTORY     - 20060630 GOOD             GEOCAC
 KR0242
 KR0242                          STATION DESCRIPTION
 KR0242
 KR0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0242'IN FALLON NAAS.
 KR0242'AT FALLON NAVAL AUXILIARY AIR STATION, ABOUT 1.2 MILES NORTHWEST OF
 KR0242'THE CONTROL TOWER, ABOUT 0.3 MILE WEST OF THE INTERSECTION OF THE
 KR0242'NORTHWEST-SOUTHEAST AND THE NORTHEAST-SOUTHWEST RUNWAYS, 0.15 MILE
 KR0242'EAST OF EMERGENCY GENERATOR BUILDING 220, 189 1/2 FEET SOUTHWEST OF
 KR0242'AND ACROSS THE ROAD FROM THE EAST ONE OF A ROW OF POWER LINE POLES, 78
 KR0242'FEET SOUTH OF THE CENTER LINE OF A GRADED ROAD, ABOUT 3 1/2 FEET LOWER
 KR0242'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 KR0242'FOOT ABOVE THE GROUND.
 KR0242
 KR0242                          STATION RECOVERY (1967)
 KR0242
 KR0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KR0242'MARK NOT FOUND.
 KR0242
 KR0242                          STATION RECOVERY (2006)
 KR0242
 KR0242'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0242'POWER POLES AND GRADED ROAD FROM 1955 DESCRIPTION ARE NO LONGER
 KR0242'PRESENT, GENERATOR BUILDING 220 STILL USEABLE.  ADD 41.1M (135FT) EAST
 KR0242'OF A GREEN TRANSFORMER BOX, 55.8M (183FT) WEST OF STATION KR0240, 1.6M
 KR0242'(5.2FT) SOUTH OF A YELLOW WITNESS POST AND FENCE ENCASED IN A 5IN PVC
 KR0242'PIPE 0.8M (2.5FT) BELOW THE SURFACE OF THE GROUND.  OBSERVED GPSR
 KR0242'COORDINATES N 39 25 18.84, W 118 42 41.70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0141 ***********************************************************************
 KP0141  DESIGNATION -  F 43
 KP0141  PID         -  KP0141
 KP0141  STATE/COUNTY-  NV/WHITE PINE
 KP0141  USGS QUAD   -  MARKING CORRAL SUMMI (1990)
 KP0141
 KP0141                         *CURRENT SURVEY CONTROL
 KP0141  ___________________________________________________________________
 KP0141* NAD 83(1986)-  39 25 47.     (N)    115 08 02.     (W)     SCALED    
 KP0141* NAVD 88     -      2153.809  (meters)    7066.29   (feet)  ADJUSTED  
 KP0141  ___________________________________________________________________
 KP0141  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 KP0141  DYNAMIC HT  -        2151.503 (meters)    7058.72  (feet)  COMP
 KP0141  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 KP0141
 KP0141  VERT ORDER  -  FIRST     CLASS II
 KP0141
 KP0141.The horizontal coordinates were scaled from a topographic map and have
 KP0141.an estimated accuracy of +/- 6 seconds.
 KP0141
 KP0141.The orthometric height was determined by differential leveling
 KP0141.and adjusted by the National Geodetic Survey in June 1991..
 KP0141
 KP0141.The geoid height was determined by GEOID03.
 KP0141
 KP0141.The dynamic height is computed by dividing the NAVD 88
 KP0141.geopotential number by the normal gravity value computed on the
 KP0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0141.degrees latitude (g = 980.6199 gals.).
 KP0141
 KP0141.The modeled gravity was interpolated from observed gravity values.
 KP0141
 KP0141;                    North         East    Units  Estimated Accuracy
 KP0141;SPC NV E     - 8,519,400.      238,690.      MT  (+/- 180 meters Scaled)
 KP0141
 KP0141                          SUPERSEDED SURVEY CONTROL
 KP0141
 KP0141  NGVD 29 (??/??/92) 2152.496  (m)         7061.98   (f) ADJ UNCH    1 2
 KP0141
 KP0141.Superseded values are not recommended for survey control.
 KP0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0141.See file dsdata.txt to determine how the superseded data were derived.
 KP0141
 KP0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD606661(NAD 83)
 KP0141_MARKER: DB = BENCH MARK DISK
 KP0141_SETTING: 66 = SET IN ROCK OUTCROP
 KP0141_SP_SET: ROCK OUTCROP
 KP0141_STAMPING: F 43 1934
 KP0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0141+STABILITY: POSITION/ELEVATION WELL
 KP0141
 KP0141  HISTORY     - Date     Condition        Report By
 KP0141  HISTORY     - 1934     MONUMENTED       CGS
 KP0141  HISTORY     - 1957     MARK NOT FOUND   NGS
 KP0141
 KP0141                          STATION DESCRIPTION
 KP0141
 KP0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KP0141'17.3 MI W FROM LANE.
 KP0141'17.3 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE PUBLIC SCHOOL AT LANE,
 KP0141'33 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A
 KP0141'JAGGED RED ROCK OUTCROP, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.  A
 KP0141'STANDARD DISK, STAMPED F 43 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0245 ***********************************************************************
 MV0245  DESIGNATION -  F 430
 MV0245  PID         -  MV0245
 MV0245  STATE/COUNTY-  NV/HUMBOLDT
 MV0245  USGS QUAD   -  QUINN RIVER CROSSING (1990)
 MV0245
 MV0245                         *CURRENT SURVEY CONTROL
 MV0245  ___________________________________________________________________
 MV0245* NAD 83(1986)-  41 30 36.     (N)    118 23 48.     (W)     SCALED    
 MV0245* NAVD 88     -      1256.773  (meters)    4123.26   (feet)  ADJUSTED  
 MV0245  ___________________________________________________________________
 MV0245  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 MV0245  DYNAMIC HT  -        1255.912 (meters)    4120.44  (feet)  COMP
 MV0245  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 MV0245
 MV0245  VERT ORDER  -  FIRST     CLASS II
 MV0245
 MV0245.The horizontal coordinates were scaled from a topographic map and have
 MV0245.an estimated accuracy of +/- 6 seconds.
 MV0245
 MV0245.The orthometric height was determined by differential leveling
 MV0245.and adjusted by the National Geodetic Survey in June 1991..
 MV0245
 MV0245.The geoid height was determined by GEOID03.
 MV0245
 MV0245.The dynamic height is computed by dividing the NAVD 88
 MV0245.geopotential number by the normal gravity value computed on the
 MV0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0245.degrees latitude (g = 980.6199 gals.).
 MV0245
 MV0245.The modeled gravity was interpolated from observed gravity values.
 MV0245
 MV0245;                    North         East    Units  Estimated Accuracy
 MV0245;SPC NV W     - 4,750,300.      815,580.      MT  (+/- 180 meters Scaled)
 MV0245
 MV0245                          SUPERSEDED SURVEY CONTROL
 MV0245
 MV0245.No superseded survey control is available for this station.
 MV0245
 MV0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF834963(NAD 83)
 MV0245_MARKER: I = METAL ROD
 MV0245_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0245_SP_SET: STAINLESS STEEL ROD
 MV0245_STAMPING: F 430 1984
 MV0245_MARK LOGO: NGS   
 MV0245_PROJECTION: FLUSH
 MV0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0245_ROD/PIPE-DEPTH: 9.7  meters
 MV0245
 MV0245  HISTORY     - Date     Condition        Report By
 MV0245  HISTORY     - 1984     MONUMENTED       NGS
 MV0245
 MV0245                          STATION DESCRIPTION
 MV0245
 MV0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0245'61.0 KM (37.9 MI) SE FROM DENIO.
 MV0245'53.56 KM (33.29 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0245'OFFICE AT DENIO, THENCE 2.64 KM (1.64 MI) SOUTHWEST ALONG THE LEONARD
 MV0245'CREEK ROAD, THENCE 4.76 KM (2.96 MI) SOUTHEAST ALONG THE OLD
 MV0245'WINNEMUCCA-DENIO ROAD, AT THE Y JUNCTION OF A TRACK ROAD LEADING EAST
 MV0245'ALONG THE FENCE LINE, 18.6 METERS (61 FT) SOUTHWEST OF THE CENTER OF
 MV0245'THE ROAD, 24.1 METERS (79 FT) SOUTHWEST ACROSS THE ROAD FROM A FENCE
 MV0245'CORNER AND 11.6 METERS (38 FT) SOUTH OF THE EXTENDED CENTER OF THE
 MV0245'TRACK ROAD.
 MV0245'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 MV0245'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0273 ***********************************************************************
 MV0273  DESIGNATION -  F 431
 MV0273  PID         -  MV0273
 MV0273  STATE/COUNTY-  NV/HUMBOLDT
 MV0273  USGS QUAD   -  DENIO SUMMIT (1990)
 MV0273
 MV0273                         *CURRENT SURVEY CONTROL
 MV0273  ___________________________________________________________________
 MV0273* NAD 83(1986)-  41 51 42.     (N)    118 35 00.     (W)     SCALED    
 MV0273* NAVD 88     -      1444.272  (meters)    4738.42   (feet)  ADJUSTED  
 MV0273  ___________________________________________________________________
 MV0273  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 MV0273  DYNAMIC HT  -        1443.274 (meters)    4735.14  (feet)  COMP
 MV0273  MODELED GRAV-     979,881.1   (mgal)                       NAVD 88
 MV0273
 MV0273  VERT ORDER  -  FIRST     CLASS II
 MV0273
 MV0273.The horizontal coordinates were scaled from a topographic map and have
 MV0273.an estimated accuracy of +/- 6 seconds.
 MV0273
 MV0273.The orthometric height was determined by differential leveling
 MV0273.and adjusted by the National Geodetic Survey in June 1991..
 MV0273
 MV0273.The geoid height was determined by GEOID03.
 MV0273
 MV0273.The dynamic height is computed by dividing the NAVD 88
 MV0273.geopotential number by the normal gravity value computed on the
 MV0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0273.degrees latitude (g = 980.6199 gals.).
 MV0273
 MV0273.The modeled gravity was interpolated from observed gravity values.
 MV0273
 MV0273;                    North         East    Units  Estimated Accuracy
 MV0273;SPC NV W     - 4,789,340.      800,000.      MT  (+/- 180 meters Scaled)
 MV0273
 MV0273                          SUPERSEDED SURVEY CONTROL
 MV0273
 MV0273.No superseded survey control is available for this station.
 MV0273
 MV0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG685356(NAD 83)
 MV0273_MARKER: I = METAL ROD
 MV0273_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0273_SP_SET: STAINLESS STEEL ROD
 MV0273_STAMPING: F 431 1984
 MV0273_MARK LOGO: NGS   
 MV0273_PROJECTION: FLUSH
 MV0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0273_ROD/PIPE-DEPTH: 3.0  meters
 MV0273
 MV0273  HISTORY     - Date     Condition        Report By
 MV0273  HISTORY     - 1984     MONUMENTED       NGS
 MV0273
 MV0273                          STATION DESCRIPTION
 MV0273
 MV0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0273'15.5 KM (9.7 MI) SE FROM DENIO.
 MV0273'15.54 KM (9.66 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0273'OFFICE AT DENIO, AT THE NORTHWEST END OF THE NORTHEAST CUT AT THE
 MV0273'CREST OF A GRADE, 0.27 KM (0.17 MI) SOUTHEAST OF MILEPOST 59,
 MV0273'21.3 METERS (70 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 92.9 METERS
 MV0273'(305 FT) WEST-NORTHWEST OF POWER POLE C 279 WITH A GUY WIRE ATTACHED
 MV0273'AND 23.2 METERS (76 FT) NORTH OF A HIGHWAY REFLECTOR.
 MV0273'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MV0273'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0902 ***********************************************************************
 JR0902  DESIGNATION -  F 432
 JR0902  PID         -  JR0902
 JR0902  STATE/COUNTY-  NV/MINERAL
 JR0902  USGS QUAD   -  MINA NW (1982)
 JR0902
 JR0902                         *CURRENT SURVEY CONTROL
 JR0902  ___________________________________________________________________
 JR0902* NAD 83(1986)-  38 28 56.     (N)    118 09 50.     (W)     SCALED    
 JR0902* NAVD 88     -      1365.120  (meters)    4478.73   (feet)  ADJUSTED  
 JR0902  ___________________________________________________________________
 JR0902  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 JR0902  DYNAMIC HT  -        1363.740 (meters)    4474.20  (feet)  COMP
 JR0902  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 JR0902
 JR0902  VERT ORDER  -  FIRST     CLASS II
 JR0902
 JR0902.The horizontal coordinates were scaled from a topographic map and have
 JR0902.an estimated accuracy of +/- 6 seconds.
 JR0902
 JR0902.The orthometric height was determined by differential leveling
 JR0902.and adjusted by the National Geodetic Survey in June 1991..
 JR0902
 JR0902.The geoid height was determined by GEOID03.
 JR0902
 JR0902.The dynamic height is computed by dividing the NAVD 88
 JR0902.geopotential number by the normal gravity value computed on the
 JR0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0902.degrees latitude (g = 980.6199 gals.).
 JR0902
 JR0902.The modeled gravity was interpolated from observed gravity values.
 JR0902
 JR0902;                    North         East    Units  Estimated Accuracy
 JR0902;SPC NV W     - 4,414,210.      836,600.      MT  (+/- 180 meters Scaled)
 JR0902
 JR0902                          SUPERSEDED SURVEY CONTROL
 JR0902
 JR0902.No superseded survey control is available for this station.
 JR0902
 JR0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC984599(NAD 83)
 JR0902_MARKER: I = METAL ROD
 JR0902_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JR0902_SP_SET: STAINLESS STEEL ROD
 JR0902_STAMPING: F 432 1984
 JR0902_MARK LOGO: NGS   
 JR0902_PROJECTION: FLUSH
 JR0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0902_ROD/PIPE-DEPTH: 4.9  meters
 JR0902
 JR0902  HISTORY     - Date     Condition        Report By
 JR0902  HISTORY     - 1984     MONUMENTED       NGS
 JR0902
 JR0902                          STATION DESCRIPTION
 JR0902
 JR0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JR0902'2.8 KM (1.7 MI) SOUTH FROM LUNING.
 JR0902'2.79 KM (1.73 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 JR0902'LUNING, IN THE WEST CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING
 JR0902'SOUTHWEST, 61.3 METERS (201 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 JR0902'73.1 METERS (240 FT) SOUTH OF THE SOUTHEAST END OF THE SOUTHWEST
 JR0902'HEADWALL FOR A 24-INCH CORRUGATED METAL PIPE CULVERT, 56.4 METERS
 JR0902'(185 FT) SOUTHWEST OF MILEPOST 23, 15.4 METERS (50.5 FT) NORTHWEST OF
 JR0902'THE NORTH CORNER OF A STEEL CATTLE GUARD AND 0.5 METER (1.5 FT)
 JR0902'NORTHEAST OF THE RIGHT OF WAY FENCE.
 JR0902'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 JR0902'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0892 ***********************************************************************
 JR0892  DESIGNATION -  F 433
 JR0892  PID         -  JR0892
 JR0892  STATE/COUNTY-  NV/MINERAL
 JR0892  USGS QUAD   -  CANDELARIA (1982)
 JR0892
 JR0892                         *CURRENT SURVEY CONTROL
 JR0892  ___________________________________________________________________
 JR0892* NAD 83(1986)-  38 13 56.     (N)    118 01 19.     (W)     SCALED    
 JR0892* NAVD 88     -      1458.136  (meters)    4783.90   (feet)  ADJUSTED  
 JR0892  ___________________________________________________________________
 JR0892  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 JR0892  DYNAMIC HT  -        1456.588 (meters)    4778.82  (feet)  COMP
 JR0892  MODELED GRAV-     979,517.1   (mgal)                       NAVD 88
 JR0892
 JR0892  VERT ORDER  -  FIRST     CLASS II
 JR0892
 JR0892.The horizontal coordinates were scaled from a topographic map and have
 JR0892.an estimated accuracy of +/- 6 seconds.
 JR0892
 JR0892.The orthometric height was determined by differential leveling
 JR0892.and adjusted by the National Geodetic Survey in June 1991..
 JR0892
 JR0892.The geoid height was determined by GEOID03.
 JR0892
 JR0892.The dynamic height is computed by dividing the NAVD 88
 JR0892.geopotential number by the normal gravity value computed on the
 JR0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0892.degrees latitude (g = 980.6199 gals.).
 JR0892
 JR0892.The modeled gravity was interpolated from observed gravity values.
 JR0892
 JR0892;                    North         East    Units  Estimated Accuracy
 JR0892;SPC NV W     - 4,386,530.      849,150.      MT  (+/- 180 meters Scaled)
 JR0892
 JR0892                          SUPERSEDED SURVEY CONTROL
 JR0892
 JR0892.No superseded survey control is available for this station.
 JR0892
 JR0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC105320(NAD 83)
 JR0892_MARKER: I = METAL ROD
 JR0892_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JR0892_SP_SET: STAINLESS STEEL ROD
 JR0892_STAMPING: F 433 1984
 JR0892_MARK LOGO: NGS   
 JR0892_PROJECTION: FLUSH
 JR0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0892_ROD/PIPE-DEPTH: 7.3  meters
 JR0892
 JR0892  HISTORY     - Date     Condition        Report By
 JR0892  HISTORY     - 1984     MONUMENTED       NGS
 JR0892
 JR0892                          STATION DESCRIPTION
 JR0892
 JR0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JR0892'25.7 KM (16.1 MI) NW FROM COALDALE.
 JR0892'25.75 KM (16.1 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 JR0892'US HIGHWAY 6 AT COALDALE, ON THE EAST SLOPE OF A SMALL ROCK COVERED
 JR0892'KNOLL, 0.55 KM (0.35 MI) NORTHWEST OF MILEPOST 2, 49.7 METERS (163 FT)
 JR0892'SOUTHWEST OF THE HIGHWAY CENTERLINE, 50.9 METERS (167 FT) NORTHEAST OF
 JR0892'THE RIGHT OF WAY FENCE, 37.8 METERS (124 FT) SOUTHWEST OF THE SOUTH
 JR0892'END OF A 36-INCH CONCRETE PIPE CULVERT AND 7.8 METERS (25.5 FT)
 JR0892'SOUTHEAST OF A POWER POLE.
 JR0892'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 JR0892'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1404 ***********************************************************************
 KR1404  DESIGNATION -  F 434
 KR1404  PID         -  KR1404
 KR1404  STATE/COUNTY-  NV/CHURCHILL
 KR1404  USGS QUAD   -  BELL MOUNTAIN (1972)
 KR1404
 KR1404                         *CURRENT SURVEY CONTROL
 KR1404  ___________________________________________________________________
 KR1404* NAD 83(1986)-  39 10 37.     (N)    118 01 53.     (W)     SCALED    
 KR1404* NAVD 88     -      1743.979  (meters)    5721.70   (feet)  ADJUSTED  
 KR1404  ___________________________________________________________________
 KR1404  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 KR1404  DYNAMIC HT  -        1742.233 (meters)    5715.98  (feet)  COMP
 KR1404  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 KR1404
 KR1404  VERT ORDER  -  FIRST     CLASS II
 KR1404
 KR1404.The horizontal coordinates were scaled from a topographic map and have
 KR1404.an estimated accuracy of +/- 6 seconds.
 KR1404
 KR1404.The orthometric height was determined by differential leveling
 KR1404.and adjusted by the National Geodetic Survey in June 1991..
 KR1404
 KR1404.The geoid height was determined by GEOID03.
 KR1404
 KR1404.The dynamic height is computed by dividing the NAVD 88
 KR1404.geopotential number by the normal gravity value computed on the
 KR1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1404.degrees latitude (g = 980.6199 gals.).
 KR1404
 KR1404.The modeled gravity was interpolated from observed gravity values.
 KR1404
 KR1404;                    North         East    Units  Estimated Accuracy
 KR1404;SPC NV W     - 4,491,390.      847,690.      MT  (+/- 180 meters Scaled)
 KR1404
 KR1404                          SUPERSEDED SURVEY CONTROL
 KR1404
 KR1404.No superseded survey control is available for this station.
 KR1404
 KR1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD109369(NAD 83)
 KR1404_MARKER: I = METAL ROD
 KR1404_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KR1404_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KR1404_STAMPING: F 434 1985
 KR1404_MARK LOGO: NGS   
 KR1404_PROJECTION: FLUSH
 KR1404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1404+STABILITY: POSITION/ELEVATION WELL
 KR1404_ROD/PIPE-DEPTH: 11.6 meters
 KR1404_SLEEVE-DEPTH  : 8.5 meters
 KR1404
 KR1404  HISTORY     - Date     Condition        Report By
 KR1404  HISTORY     - 1985     MONUMENTED       NGS
 KR1404
 KR1404                          STATION DESCRIPTION
 KR1404
 KR1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KR1404'26.3 KM (16.3 MI) SW FROM EASTGATE.
 KR1404'7.9 KM (4.9 MI) WEST ALONG STATE HIGHWAY 722 FROM THE SERVICE STATION
 KR1404'AND BAR AT EASTGATE, THENCE 5.0 KM (3.1 MI) WEST ALONG US HIGHWAY 50,
 KR1404'THENCE 13.4 KM (8.3 MI) SOUTH ALONG STATE HIGHWAY 361, IN THE
 KR1404'NORTHEAST CORNER OF THE T JUNCTION OF A TRACK ROAD LEADING EAST TO A
 KR1404'WATER TANK AND AT THE SUMMIT OF A GRADE, 0.85 KM (0.53 MI) NORTH OF
 KR1404'MILEPOST 7, 73.5 METERS (241 FT) EAST OF THE HIGHWAY CENTERLINE,
 KR1404'3.3 METERS (11 FT) NORTH-NORTHWEST OF A WOOD GATE POST FOR A WIRE GATE
 KR1404'AND 1.2 METERS (4 FT) WEST OF THE RIGHT OF WAY FENCE.
 KR1404'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 KR1404'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0928 ***********************************************************************
 JR0928  DESIGNATION -  F 435
 JR0928  PID         -  JR0928
 JR0928  STATE/COUNTY-  NV/NYE
 JR0928  USGS QUAD   -  MOUNT ANNIE SE (1979)
 JR0928
 JR0928                         *CURRENT SURVEY CONTROL
 JR0928  ___________________________________________________________________
 JR0928* NAD 83(1986)-  38 46 09.     (N)    118 00 55.     (W)     SCALED    
 JR0928* NAVD 88     -      1511.354  (meters)    4958.50   (feet)  ADJUSTED  
 JR0928  ___________________________________________________________________
 JR0928  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 JR0928  DYNAMIC HT  -        1509.832 (meters)    4953.51  (feet)  COMP
 JR0928  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 JR0928
 JR0928  VERT ORDER  -  FIRST     CLASS II
 JR0928
 JR0928.The horizontal coordinates were scaled from a topographic map and have
 JR0928.an estimated accuracy of +/- 6 seconds.
 JR0928
 JR0928.The orthometric height was determined by differential leveling
 JR0928.and adjusted by the National Geodetic Survey in June 1991..
 JR0928
 JR0928.The geoid height was determined by GEOID03.
 JR0928
 JR0928.The dynamic height is computed by dividing the NAVD 88
 JR0928.geopotential number by the normal gravity value computed on the
 JR0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0928.degrees latitude (g = 980.6199 gals.).
 JR0928
 JR0928.The modeled gravity was interpolated from observed gravity values.
 JR0928
 JR0928;                    North         East    Units  Estimated Accuracy
 JR0928;SPC NV C     - 6,446,840.      382,810.      MT  (+/- 180 meters Scaled)
 JR0928
 JR0928                          SUPERSEDED SURVEY CONTROL
 JR0928
 JR0928.No superseded survey control is available for this station.
 JR0928
 JR0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC117916(NAD 83)
 JR0928_MARKER: DB = BENCH MARK DISK
 JR0928_SETTING: 66 = SET IN ROCK OUTCROP
 JR0928_SP_SET: ROCK OUTCROP
 JR0928_STAMPING: F 435 1985
 JR0928_MARK LOGO: NGS   
 JR0928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0928+STABILITY: POSITION/ELEVATION WELL
 JR0928
 JR0928  HISTORY     - Date     Condition        Report By
 JR0928  HISTORY     - 1985     MONUMENTED       NGS
 JR0928
 JR0928                          STATION DESCRIPTION
 JR0928
 JR0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JR0928'14.1 KM (8.8 MI) SW FROM GABBS.
 JR0928'0.6 KM (0.4 MI) SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JR0928'THENCE 13.5 KM (8.4 MI) SOUTHWEST ALONG STATE HIGHWAY 361, AT THE T
 JR0928'JUNCTION OF A DIRT ROAD LEADING NORTHWEST UP A HILL TO A CONCRETE
 JR0928'STRUCTURE, IN TOP OF THE SOUTHWEST EDGE OF A 8 BY 21 FOOT PORTION OF
 JR0928'OUTCROP PROJECTING 2 FEET ABOVE THE SURFACE OF THE GROUND, 0.65 KM
 JR0928'(0.40 MI) NORTHEAST OF THE NYE-MINERAL COUNTY LINE, 118.6 METERS
 JR0928'(389 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 61.6 METERS (202 FT)
 JR0928'SOUTHEAST OF THE RIGHT OF WAY FENCE, 32.7 METERS (107.5 FT) NORTHWEST
 JR0928'OF THE CENTER OF A TRACK ROAD PARALLELING THE HIGHWAY AND 21.9 METERS
 JR0928'(72 FT) SOUTHWEST OF THE EXTENDED CENTER OF THE DIRT ROAD.
 JR0928'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 JR0928'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0762 ***********************************************************************
 LR0762  DESIGNATION -  F 436
 LR0762  PID         -  LR0762
 LR0762  STATE/COUNTY-  NV/LANDER
 LR0762  USGS QUAD   -  THE CEDARS SW (1990)
 LR0762
 LR0762                         *CURRENT SURVEY CONTROL
 LR0762  ___________________________________________________________________
 LR0762* NAD 83(1986)-  40 00 54.     (N)    117 11 35.     (W)     SCALED    
 LR0762* NAVD 88     -      1523.796  (meters)    4999.32   (feet)  ADJUSTED  
 LR0762  ___________________________________________________________________
 LR0762  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 LR0762  DYNAMIC HT  -        1522.447 (meters)    4994.89  (feet)  COMP
 LR0762  MODELED GRAV-     979,687.1   (mgal)                       NAVD 88
 LR0762
 LR0762  VERT ORDER  -  FIRST     CLASS II
 LR0762
 LR0762.The horizontal coordinates were scaled from a topographic map and have
 LR0762.an estimated accuracy of +/- 6 seconds.
 LR0762
 LR0762.The orthometric height was determined by differential leveling
 LR0762.and adjusted by the National Geodetic Survey in June 1991..
 LR0762
 LR0762.The geoid height was determined by GEOID03.
 LR0762
 LR0762.The dynamic height is computed by dividing the NAVD 88
 LR0762.geopotential number by the normal gravity value computed on the
 LR0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0762.degrees latitude (g = 980.6199 gals.).
 LR0762
 LR0762.The modeled gravity was interpolated from observed gravity values.
 LR0762
 LR0762;                    North         East    Units  Estimated Accuracy
 LR0762;SPC NV C     - 6,584,410.      455,060.      MT  (+/- 180 meters Scaled)
 LR0762
 LR0762                          SUPERSEDED SURVEY CONTROL
 LR0762
 LR0762.No superseded survey control is available for this station.
 LR0762
 LR0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME835294(NAD 83)
 LR0762_MARKER: I = METAL ROD
 LR0762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0762_SP_SET: STAINLESS STEEL ROD
 LR0762_STAMPING: F 436 1985
 LR0762_MARK LOGO: NGS   
 LR0762_PROJECTION: FLUSH
 LR0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0762_ROD/PIPE-DEPTH: 8.5  meters
 LR0762
 LR0762  HISTORY     - Date     Condition        Report By
 LR0762  HISTORY     - 1985     MONUMENTED       NGS
 LR0762
 LR0762                          STATION DESCRIPTION
 LR0762
 LR0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LR0762'65.5 KM (40.7 MI) NORTH FROM AUSTIN.
 LR0762'1.56 KM (0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 LR0762'AT AUSTIN, THENCE 63.95 KM (39.75 MI) NORTH ALONG STATE HIGHWAY 305,
 LR0762'IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING
 LR0762'SOUTHWEST TO ANTELOPE VALLEY, 0.73 KM (0.45 MI) NORTH OF MILEPOST 70,
 LR0762'60.6 METERS (199 FT) WEST OF THE HIGHWAY CENTERLINE, 41.4 METERS
 LR0762'(136 FT) SOUTH OF THE SOUTH CORNER OF A STEEL CATTLE GUARD AND
 LR0762'0.8 METER (2.5 FT) EAST OF THE RIGHT OF WAY FENCE.
 LR0762'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 LR0762'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0795 ***********************************************************************
 LR0795  DESIGNATION -  F 437
 LR0795  PID         -  LR0795
 LR0795  STATE/COUNTY-  NV/LANDER
 LR0795  USGS QUAD   -  BLOSSOM SPRING (1985)
 LR0795
 LR0795                         *CURRENT SURVEY CONTROL
 LR0795  ___________________________________________________________________
 LR0795* NAD 83(1986)-  40 36 49.     (N)    116 58 53.     (W)     SCALED    
 LR0795* NAVD 88     -      1388.494  (meters)    4555.42   (feet)  ADJUSTED  
 LR0795  ___________________________________________________________________
 LR0795  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 LR0795  DYNAMIC HT  -        1387.387 (meters)    4551.79  (feet)  COMP
 LR0795  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 LR0795
 LR0795  VERT ORDER  -  FIRST     CLASS II
 LR0795
 LR0795.The horizontal coordinates were scaled from a topographic map and have
 LR0795.an estimated accuracy of +/- 6 seconds.
 LR0795
 LR0795.The orthometric height was determined by differential leveling
 LR0795.and adjusted by the National Geodetic Survey in June 1991..
 LR0795
 LR0795.The geoid height was determined by GEOID03.
 LR0795
 LR0795.The dynamic height is computed by dividing the NAVD 88
 LR0795.geopotential number by the normal gravity value computed on the
 LR0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0795.degrees latitude (g = 980.6199 gals.).
 LR0795
 LR0795.The modeled gravity was interpolated from observed gravity values.
 LR0795
 LR0795;                    North         East    Units  Estimated Accuracy
 LR0795;SPC NV C     - 6,650,790.      473,370.      MT  (+/- 180 meters Scaled)
 LR0795
 LR0795                          SUPERSEDED SURVEY CONTROL
 LR0795
 LR0795.No superseded survey control is available for this station.
 LR0795
 LR0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE015958(NAD 83)
 LR0795_MARKER: I = METAL ROD
 LR0795_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0795_SP_SET: STAINLESS STEEL ROD
 LR0795_STAMPING: F 437 1985
 LR0795_MARK LOGO: NGS   
 LR0795_PROJECTION: FLUSH
 LR0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0795_ROD/PIPE-DEPTH: 9.8  meters
 LR0795
 LR0795  HISTORY     - Date     Condition        Report By
 LR0795  HISTORY     - 1985     MONUMENTED       NGS
 LR0795
 LR0795                          STATION DESCRIPTION
 LR0795
 LR0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LR0795'4.2 KM (2.6 MI) SOUTH FROM BATTLE MTN.
 LR0795'4.23 KM (2.63 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0795'AT BATTLE MTN, IN THE EAST CORNER OF THE T JUNCTION OF A DIRT ROAD
 LR0795'LEADING SOUTHEAST TO BLOSSOM SPRING, 0.40 KM (0.25 MI) NORTHEAST OF
 LR0795'MILEPOST 115, 77.4 METERS (254 FT) SOUTHEAST OF THE HIGHWAY
 LR0795'CENTERLINE, 43.0 METERS (141 FT) SOUTHEAST OF THE CENTER OF A DIRT
 LR0795'ROAD PARALELL TO THE HIGHWAY, 37.5 METERS (123 FT) NORTHEAST OF THE
 LR0795'CENTER OF THE ROAD AND 5.5 METERS (18 FT) NORTHWEST OF A TELEPHONE
 LR0795'POLE WITH ONE GUY WIRE ATTACHED.
 LR0795'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 LR0795'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1415 ***********************************************************************
 KR1415  DESIGNATION -  F 439
 KR1415  PID         -  KR1415
 KR1415  STATE/COUNTY-  NV/CHURCHILL
 KR1415  USGS QUAD   -  SODA LAKE WEST (1985)
 KR1415
 KR1415                         *CURRENT SURVEY CONTROL
 KR1415  ___________________________________________________________________
 KR1415* NAD 83(1986)-  39 31 38.     (N)    118 58 07.     (W)     SCALED    
 KR1415* NAVD 88     -      1225.931  (meters)    4022.08   (feet)  ADJUSTED  
 KR1415  ___________________________________________________________________
 KR1415  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KR1415  DYNAMIC HT  -        1224.871 (meters)    4018.60  (feet)  COMP
 KR1415  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 KR1415
 KR1415  VERT ORDER  -  FIRST     CLASS II
 KR1415
 KR1415.The horizontal coordinates were scaled from a topographic map and have
 KR1415.an estimated accuracy of +/- 6 seconds.
 KR1415
 KR1415.The orthometric height was determined by differential leveling
 KR1415.and adjusted by the National Geodetic Survey in June 1991..
 KR1415
 KR1415.The geoid height was determined by GEOID03.
 KR1415
 KR1415.The dynamic height is computed by dividing the NAVD 88
 KR1415.geopotential number by the normal gravity value computed on the
 KR1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1415.degrees latitude (g = 980.6199 gals.).
 KR1415
 KR1415.The modeled gravity was interpolated from observed gravity values.
 KR1415
 KR1415;                    North         East    Units  Estimated Accuracy
 KR1415;SPC NV W     - 4,530,200.      766,880.      MT  (+/- 180 meters Scaled)
 KR1415
 KR1415                          SUPERSEDED SURVEY CONTROL
 KR1415
 KR1415.No superseded survey control is available for this station.
 KR1415
 KR1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD308771(NAD 83)
 KR1415_MARKER: I = METAL ROD
 KR1415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1415_SP_SET: STAINLESS STEEL ROD
 KR1415_STAMPING: F 439 1986
 KR1415_MARK LOGO: NGS   
 KR1415_PROJECTION: FLUSH
 KR1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1415+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 KR1415_ROD/PIPE-DEPTH: 9.8  meters
 KR1415
 KR1415  HISTORY     - Date     Condition        Report By
 KR1415  HISTORY     - 1986     MONUMENTED       NGS
 KR1415  HISTORY     - 20011030 GOOD             NVGS
 KR1415
 KR1415                          STATION DESCRIPTION
 KR1415
 KR1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1415'27.6 KM (17.15 MI) EAST FROM FERNLEY.
 KR1415'0.40 KM (0.25 MI) NORTH ALONG US ALTERNATE HIGHWAY 95 AND US ALTERNATE
 KR1415'HIGHWAY 50 FROM THE POST OFFICE IN FERNLEY, THENCE 27.1 KM (16.8 MI)
 KR1415'EASTERLY ALONG US ALTERNATE HIGHWAY 50, NEAR A SAND ROAD LEADING
 KR1415'NORTH-NORTHEAST AND ACROSS THE SOUTHERN PACIFIC COMPANY RAILROAD,
 KR1415'BETWEEN 2 WITNESS POSTS, 26.1 METERS (85.5 FT) NORTHEAST OF THE
 KR1415'CENTERLINE OF THE HIGHWAY, 15.5 METERS (50.8 FT) SOUTHWEST OF THE
 KR1415'SOUTHWEST RAIL, 23.5 METERS (77 FT) EAST OF THE CENTERLINE OF THE
 KR1415'ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KR1415'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KR1415'THE MARK IS 0.3 M BELOW THE RAILROAD.
 KR1415
 KR1415                          STATION RECOVERY (2001)
 KR1415
 KR1415'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR1415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0175 ***********************************************************************
 KP0175  DESIGNATION -  F 44
 KP0175  PID         -  KP0175
 KP0175  STATE/COUNTY-  NV/WHITE PINE
 KP0175  USGS QUAD   -  PINTO SUMMIT (1990)
 KP0175
 KP0175                         *CURRENT SURVEY CONTROL
 KP0175  ___________________________________________________________________
 KP0175* NAD 83(1986)-  39 22 51.     (N)    115 54 30.     (W)     SCALED    
 KP0175* NAVD 88     -      1920.339  (meters)    6300.31   (feet)  ADJUSTED  
 KP0175  ___________________________________________________________________
 KP0175  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 KP0175  DYNAMIC HT  -        1918.335 (meters)    6293.74  (feet)  COMP
 KP0175  MODELED GRAV-     979,515.2   (mgal)                       NAVD 88
 KP0175
 KP0175  VERT ORDER  -  FIRST     CLASS II
 KP0175
 KP0175.The horizontal coordinates were scaled from a topographic map and have
 KP0175.an estimated accuracy of +/- 6 seconds.
 KP0175
 KP0175.The orthometric height was determined by differential leveling
 KP0175.and adjusted by the National Geodetic Survey in June 1991..
 KP0175.WARNING-Repeat measurements at this control monument indicate possible
 KP0175.vertical movement.
 KP0175
 KP0175.The geoid height was determined by GEOID03.
 KP0175
 KP0175.The dynamic height is computed by dividing the NAVD 88
 KP0175.geopotential number by the normal gravity value computed on the
 KP0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0175.degrees latitude (g = 980.6199 gals.).
 KP0175
 KP0175.The modeled gravity was interpolated from observed gravity values.
 KP0175
 KP0175;                    North         East    Units  Estimated Accuracy
 KP0175;SPC NV E     - 8,513,920.      172,000.      MT  (+/- 180 meters Scaled)
 KP0175
 KP0175                          SUPERSEDED SURVEY CONTROL
 KP0175
 KP0175  NGVD 29 (??/??/92) 1919.046  (m)         6296.07   (f) ADJ UNCH    1 2
 KP0175
 KP0175.Superseded values are not recommended for survey control.
 KP0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0175.See file dsdata.txt to determine how the superseded data were derived.
 KP0175
 KP0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND940596(NAD 83)
 KP0175_MARKER: DB = BENCH MARK DISK
 KP0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0175_STAMPING: F 44 1934
 KP0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0175+STABILITY: SURFACE MOTION
 KP0175
 KP0175  HISTORY     - Date     Condition        Report By
 KP0175  HISTORY     - 1934     MONUMENTED       CGS
 KP0175  HISTORY     - 1937     GOOD             NGS
 KP0175
 KP0175                          STATION DESCRIPTION
 KP0175
 KP0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 KP0175'10.6 MI SE FROM EUREKA.
 KP0175'IN WHITE PINE COUNTY, 10.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM
 KP0175'THE COUNTY COURTHOUSE AT EUREKA, EUREKA COUNTY, 0.4 MILE WEST OF A
 KP0175'STONE INSCRIBED GENERAL MOTORS SECTION OF LINCOLN HIGHWAY, EUREKA
 KP0175'UNIT, 120 FEET SOUTHEAST OF THE EUREKA-WHITE PINE COUNTY LINE, 93 FEET
 KP0175'NORTHEAST OF THE END OF FEDERAL AID PROJECTS 78 A AND 78 B, AND 65
 KP0175'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 KP0175'STAMPED F 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1437 ***********************************************************************
 KR1437  DESIGNATION -  F 441
 KR1437  PID         -  KR1437
 KR1437  STATE/COUNTY-  NV/CHURCHILL
 KR1437  USGS QUAD   -  EAGLE ROCK (1985)
 KR1437
 KR1437                         *CURRENT SURVEY CONTROL
 KR1437  ___________________________________________________________________
 KR1437* NAD 83(1986)-  39 42 40.     (N)    119 05 28.     (W)     SCALED    
 KR1437* NAVD 88     -      1228.873  (meters)    4031.73   (feet)  ADJUSTED  
 KR1437  ___________________________________________________________________
 KR1437  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 KR1437  DYNAMIC HT  -        1227.841 (meters)    4028.34  (feet)  COMP
 KR1437  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 KR1437
 KR1437  VERT ORDER  -  FIRST     CLASS II
 KR1437
 KR1437.The horizontal coordinates were scaled from a topographic map and have
 KR1437.an estimated accuracy of +/- 6 seconds.
 KR1437
 KR1437.The orthometric height was determined by differential leveling
 KR1437.and adjusted by the National Geodetic Survey in June 1991..
 KR1437
 KR1437.The geoid height was determined by GEOID03.
 KR1437
 KR1437.The dynamic height is computed by dividing the NAVD 88
 KR1437.geopotential number by the normal gravity value computed on the
 KR1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1437.degrees latitude (g = 980.6199 gals.).
 KR1437
 KR1437.The modeled gravity was interpolated from observed gravity values.
 KR1437
 KR1437;                    North         East    Units  Estimated Accuracy
 KR1437;SPC NV W     - 4,550,660.      756,460.      MT  (+/- 180 meters Scaled)
 KR1437
 KR1437                          SUPERSEDED SURVEY CONTROL
 KR1437
 KR1437.No superseded survey control is available for this station.
 KR1437
 KR1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD207977(NAD 83)
 KR1437_MARKER: I = METAL ROD
 KR1437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1437_SP_SET: STAINLESS STEEL ROD
 KR1437_STAMPING: F 441 1986
 KR1437_MARK LOGO: NGS   
 KR1437_PROJECTION: FLUSH
 KR1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1437_ROD/PIPE-DEPTH: 17.6 meters
 KR1437
 KR1437  HISTORY     - Date     Condition        Report By
 KR1437  HISTORY     - 1986     MONUMENTED       NGS
 KR1437
 KR1437                          STATION DESCRIPTION
 KR1437
 KR1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1437'19.4 KM (12.05 MI) NE FROM FERNLEY.
 KR1437'3.81 KM (2.38 MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE
 KR1437'POST OFFICE IN FERNLEY, THENCE 15.6 KM (9.7 MI) NORTHEAST ALONG I-80,
 KR1437'0.67 KM (0.42 MI) NORTHEAST OF MILE POST 58, ON TOP OF A SMALL MOUND
 KR1437'AT THE NORTHEAST END OF AN ALKALI FLAT, ABOUT 53.3 METERS (175 FT)
 KR1437'NORTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES.  NOTE--ACCESS TO
 KR1437'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KR1437'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 KR1437'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1407 ***********************************************************************
 KR1407  DESIGNATION -  F 442
 KR1407  PID         -  KR1407
 KR1407  STATE/COUNTY-  NV/WASHOE
 KR1407  USGS QUAD   -  WADSWORTH (1985)
 KR1407
 KR1407                         *CURRENT SURVEY CONTROL
 KR1407  ___________________________________________________________________
 KR1407* NAD 83(1986)-  39 37 44.     (N)    119 16 29.     (W)     SCALED    
 KR1407* NAVD 88     -      1244.913  (meters)    4084.35   (feet)  ADJUSTED  
 KR1407  ___________________________________________________________________
 KR1407  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KR1407  DYNAMIC HT  -        1243.838 (meters)    4080.83  (feet)  COMP
 KR1407  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 KR1407
 KR1407  VERT ORDER  -  FIRST     CLASS II
 KR1407
 KR1407.The horizontal coordinates were scaled from a topographic map and have
 KR1407.an estimated accuracy of +/- 6 seconds.
 KR1407
 KR1407.The orthometric height was determined by differential leveling
 KR1407.and adjusted by the National Geodetic Survey in June 1991..
 KR1407
 KR1407.The geoid height was determined by GEOID03.
 KR1407
 KR1407.The dynamic height is computed by dividing the NAVD 88
 KR1407.geopotential number by the normal gravity value computed on the
 KR1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1407.degrees latitude (g = 980.6199 gals.).
 KR1407
 KR1407.The modeled gravity was interpolated from observed gravity values.
 KR1407
 KR1407;                    North         East    Units  Estimated Accuracy
 KR1407;SPC NV W     - 4,541,640.      740,650.      MT  (+/- 180 meters Scaled)
 KR1407
 KR1407                          SUPERSEDED SURVEY CONTROL
 KR1407
 KR1407.No superseded survey control is available for this station.
 KR1407
 KR1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD047890(NAD 83)
 KR1407_MARKER: I = METAL ROD
 KR1407_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KR1407_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KR1407_STAMPING: F 442 1986
 KR1407_MARK LOGO: NGS   
 KR1407_PROJECTION: FLUSH
 KR1407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1407+STABILITY: POSITION/ELEVATION WELL
 KR1407_ROD/PIPE-DEPTH: 12.2 meters
 KR1407_SLEEVE-DEPTH  : 6.1 meters
 KR1407
 KR1407  HISTORY     - Date     Condition        Report By
 KR1407  HISTORY     - 1986     MONUMENTED       NGS
 KR1407
 KR1407                          STATION DESCRIPTION
 KR1407
 KR1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1407'1.4 KM (0.85 MI) EAST FROM WADSWORTH.
 KR1407'1.46 KM (0.91 MI) EAST ALONG STATE HIGHWAY 427 FROM THE JUNCTION OF
 KR1407'STATE HIGHWAY 447 IN WADSWORTH, IN THE EAST CORNER OF THE T-JUNCTION
 KR1407'OF PIUTE PIT ROAD AND THE HIGHWAY, 10.9 METERS (36.0 FT) NORTHEAST OF
 KR1407'THE CENTERLINE OF THE HIGHWAY, 26.2 METERS (86 FT) SOUTHEAST OF THE
 KR1407'CENTERLINE OF THE ROAD, 36.2 METERS (119 FT) SOUTHWEST OF THE
 KR1407'SOUTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 1.2 METERS (4.0 FT)
 KR1407'NORTHWEST OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 KR1407'A 5-INCH LOGO CAP.
 KR1407'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 KR1407'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR1243 ***********************************************************************
 HR1243  DESIGNATION -  F 443
 HR1243  PID         -  HR1243
 HR1243  STATE/COUNTY-  NV/MINERAL
 HR1243  USGS QUAD   -  MT MONTGOMERY (1994)
 HR1243
 HR1243                         *CURRENT SURVEY CONTROL
 HR1243  ___________________________________________________________________
 HR1243* NAD 83(1986)-  37 57 38.     (N)    118 20 56.     (W)     SCALED    
 HR1243* NAVD 88     -      2041.651  (meters)    6698.32   (feet)  ADJUSTED  
 HR1243  ___________________________________________________________________
 HR1243  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 HR1243  DYNAMIC HT  -        2039.251 (meters)    6690.44  (feet)  COMP
 HR1243  MODELED GRAV-     979,380.5   (mgal)                       NAVD 88
 HR1243
 HR1243  VERT ORDER  -  FIRST     CLASS II
 HR1243
 HR1243.The horizontal coordinates were scaled from a topographic map and have
 HR1243.an estimated accuracy of +/- 6 seconds.
 HR1243
 HR1243.The orthometric height was determined by differential leveling
 HR1243.and adjusted by the National Geodetic Survey in June 1991..
 HR1243
 HR1243.The geoid height was determined by GEOID03.
 HR1243
 HR1243.The dynamic height is computed by dividing the NAVD 88
 HR1243.geopotential number by the normal gravity value computed on the
 HR1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1243.degrees latitude (g = 980.6199 gals.).
 HR1243
 HR1243.The modeled gravity was interpolated from observed gravity values.
 HR1243
 HR1243;                    North         East    Units  Estimated Accuracy
 HR1243;SPC NV W     - 4,356,250.      820,600.      MT  (+/- 180 meters Scaled)
 HR1243
 HR1243                          SUPERSEDED SURVEY CONTROL
 HR1243
 HR1243.No superseded survey control is available for this station.
 HR1243
 HR1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC815022(NAD 83)
 HR1243_MARKER: I = METAL ROD
 HR1243_SETTING: 66 = SET IN ROCK OUTCROP
 HR1243_SP_SET: ROCK OUTCROP
 HR1243_STAMPING: F 443 1986
 HR1243_MARK LOGO: NGS   
 HR1243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR1243+STABILITY: POSITION/ELEVATION WELL
 HR1243
 HR1243  HISTORY     - Date     Condition        Report By
 HR1243  HISTORY     - 1986     MONUMENTED       NGS
 HR1243
 HR1243                          STATION DESCRIPTION
 HR1243
 HR1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HR1243'3.4 KM (2.1 MI) SW FROM MOUNT MONTGOMERY.
 HR1243'3.4 KM (2.1 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN
 HR1243'MOUNT MONTGOMERY, 0.57 KM (0.35 MI) NORTHEAST OF MILEPOST 6, AT THE
 HR1243'WEST END OF A LONG HIGHWAY CURVE, 9.8 METERS (32.0 FT) NORTH OF THE
 HR1243'CENTERLINE OF THE HIGHWAY, 75.0 METERS (246 FT) EAST OF THE WEST END
 HR1243'OF A HIGHWAY CUT, 18.3 METERS (60.0 FT) NORTHWEST AND ACROSS THE
 HR1243'HIGHWAY FROM THE EAST END OF A METAL GUARDRAIL, IN TOP AND 0.3 METER
 HR1243'(1.0 FT) WEST OF THE EAST EDGE OF A 0.5- BY 1.0-METER ROCK OUTCROP.
 HR1243'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 HR1243'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1805 ***********************************************************************
 KR1805  DESIGNATION -  F 446
 KR1805  PID         -  KR1805
 KR1805  STATE/COUNTY-  NV/CHURCHILL
 KR1805  USGS QUAD   -  GRIMES POINT (1985)
 KR1805
 KR1805                         *CURRENT SURVEY CONTROL
 KR1805  ___________________________________________________________________
 KR1805* NAD 83(1986)-  39 28 30.     (N)    118 42 24.     (W)     SCALED    
 KR1805* NAVD 88     -      1200.749  (meters)    3939.46   (feet)  ADJUSTED  
 KR1805  ___________________________________________________________________
 KR1805  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR1805  DYNAMIC HT  -        1199.718 (meters)    3936.07  (feet)  COMP
 KR1805  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 KR1805
 KR1805  VERT ORDER  -  FIRST     CLASS II
 KR1805
 KR1805.The horizontal coordinates were scaled from a topographic map and have
 KR1805.an estimated accuracy of +/- 6 seconds.
 KR1805
 KR1805.The orthometric height was determined by differential leveling
 KR1805.and adjusted by the National Geodetic Survey in October 1991..
 KR1805
 KR1805.The geoid height was determined by GEOID03.
 KR1805
 KR1805.The dynamic height is computed by dividing the NAVD 88
 KR1805.geopotential number by the normal gravity value computed on the
 KR1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1805.degrees latitude (g = 980.6199 gals.).
 KR1805
 KR1805.The modeled gravity was interpolated from observed gravity values.
 KR1805
 KR1805;                    North         East    Units  Estimated Accuracy
 KR1805;SPC NV W     - 4,524,340.      789,390.      MT  (+/- 180 meters Scaled)
 KR1805
 KR1805                          SUPERSEDED SURVEY CONTROL
 KR1805
 KR1805.No superseded survey control is available for this station.
 KR1805
 KR1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD532708(NAD 83)
 KR1805_MARKER: DB = BENCH MARK DISK
 KR1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1805_SP_SET: CONCRETE POST
 KR1805_STAMPING: F 446 1991
 KR1805_MARK LOGO: USN   
 KR1805_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1805+STABILITY: SURFACE MOTION
 KR1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1805+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 KR1805
 KR1805  HISTORY     - Date     Condition        Report By
 KR1805  HISTORY     - 1991     MONUMENTED       NGS
 KR1805  HISTORY     - 20051009 GOOD             GEOCAC
 KR1805
 KR1805                          STATION DESCRIPTION
 KR1805
 KR1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1805'6.2 KM (3.9 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL IN
 KR1805'FALLON, 43.9 M (144.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.5
 KR1805'M (24.6 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE GATE, 7.5 M (24.6
 KR1805'FT) EAST OF AND LEVEL WITH THE CENTER OF DOWNS LANE, 0.5 M (1.6 FT)
 KR1805'WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 KR1805'GROUND SURFACE.
 KR1805
 KR1805                          STATION RECOVERY (2005)
 KR1805
 KR1805'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR1805'OBSERVED GPSR COORDINATES N39 29 29.04, W118 42 23.40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1828 ***********************************************************************
 KR1828  DESIGNATION -  F 447
 KR1828  PID         -  KR1828
 KR1828  STATE/COUNTY-  NV/CHURCHILL
 KR1828  USGS QUAD   -  GRIMES POINT (1985)
 KR1828
 KR1828                         *CURRENT SURVEY CONTROL
 KR1828  ___________________________________________________________________
 KR1828* NAD 83(1986)-  39 25 51.     (N)    118 43 26.     (W)     SCALED    
 KR1828* NAVD 88     -      1200.751  (meters)    3939.46   (feet)  ADJUSTED  
 KR1828  ___________________________________________________________________
 KR1828  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 KR1828  DYNAMIC HT  -        1199.709 (meters)    3936.05  (feet)  COMP
 KR1828  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 KR1828
 KR1828  VERT ORDER  -  FIRST     CLASS II
 KR1828
 KR1828.The horizontal coordinates were scaled from a topographic map and have
 KR1828.an estimated accuracy of +/- 6 seconds.
 KR1828
 KR1828.The orthometric height was determined by differential leveling
 KR1828.and adjusted by the National Geodetic Survey in October 1991..
 KR1828
 KR1828.The geoid height was determined by GEOID03.
 KR1828
 KR1828.The dynamic height is computed by dividing the NAVD 88
 KR1828.geopotential number by the normal gravity value computed on the
 KR1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1828.degrees latitude (g = 980.6199 gals.).
 KR1828
 KR1828.The modeled gravity was interpolated from observed gravity values.
 KR1828
 KR1828;                    North         East    Units  Estimated Accuracy
 KR1828;SPC NV W     - 4,519,430.      787,900.      MT  (+/- 180 meters Scaled)
 KR1828
 KR1828                          SUPERSEDED SURVEY CONTROL
 KR1828
 KR1828.No superseded survey control is available for this station.
 KR1828
 KR1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD516660(NAD 83)
 KR1828_MARKER: DB = BENCH MARK DISK
 KR1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1828_SP_SET: CONCRETE POST
 KR1828_STAMPING: F 447 1991
 KR1828_MARK LOGO: USN   
 KR1828_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1828+STABILITY: SURFACE MOTION
 KR1828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1828+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KR1828
 KR1828  HISTORY     - Date     Condition        Report By
 KR1828  HISTORY     - 1991     MONUMENTED       NGS
 KR1828  HISTORY     - 20051124 GOOD             GEOCAC
 KR1828
 KR1828                          STATION DESCRIPTION
 KR1828
 KR1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1828'12.2 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR1828'IN FALLON, THENCE 5.1 KM (3.2 MI) WESTERLY ALONG WILDES ROAD, THENCE
 KR1828'1.7 KM (1.1 MI) SOUTHERLY ALONG CARSON ROAD LEADING TO THE NORTH GATE
 KR1828'OF THE FALLON NAVAL AIR STATION, 52.4 M (171.9 FT) NORTHWEST OF THE
 KR1828'CENTERLINE OF A PAVED ROAD, 30.7 M (100.7 FT) SOUTHEAST OF A GAS LINE
 KR1828'VENT PIPE, 22.5 M (73.8 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 KR1828'0.6 M (2.0 FT) NORTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE
 KR1828'LEVEL OF THE PAVED ROAD, AND THE MONUMENT IS FLUSH WITH GROUND
 KR1828'SURFACE.
 KR1828
 KR1828                          STATION RECOVERY (2005)
 KR1828
 KR1828'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR1828'GAS LINE VENT NORTHEAST OF PAVED ROAD UNDER MARKER POST NUMBER 62.7.
 KR1828'OBSERVED GPSR COORDINATES N 39 25 54.84, W 118 43 27.78.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0319 ***********************************************************************
 KQ0319  DESIGNATION -  F 46
 KQ0319  PID         -  KQ0319
 KQ0319  STATE/COUNTY-  NV/CHURCHILL
 KQ0319  USGS QUAD   -  CARROLL SUMMIT (1969)
 KQ0319
 KQ0319                         *CURRENT SURVEY CONTROL
 KQ0319  ___________________________________________________________________
 KQ0319* NAD 83(1986)-  39 15 25.     (N)    117 44 33.     (W)     SCALED    
 KQ0319* NAVD 88     -      2122.542  (meters)    6963.71   (feet)  ADJUSTED  
 KQ0319  ___________________________________________________________________
 KQ0319  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 KQ0319  DYNAMIC HT  -        2120.266 (meters)    6956.24  (feet)  COMP
 KQ0319  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 KQ0319
 KQ0319  VERT ORDER  -  FIRST     CLASS II
 KQ0319
 KQ0319.The horizontal coordinates were scaled from a topographic map and have
 KQ0319.an estimated accuracy of +/- 6 seconds.
 KQ0319
 KQ0319.The orthometric height was determined by differential leveling
 KQ0319.and adjusted by the National Geodetic Survey in June 1991..
 KQ0319
 KQ0319.The geoid height was determined by GEOID03.
 KQ0319
 KQ0319.The dynamic height is computed by dividing the NAVD 88
 KQ0319.geopotential number by the normal gravity value computed on the
 KQ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0319.degrees latitude (g = 980.6199 gals.).
 KQ0319
 KQ0319.The modeled gravity was interpolated from observed gravity values.
 KQ0319
 KQ0319;                    North         East    Units  Estimated Accuracy
 KQ0319;SPC NV W     - 4,500,460.      872,570.      MT  (+/- 180 meters Scaled)
 KQ0319
 KQ0319                          SUPERSEDED SURVEY CONTROL
 KQ0319
 KQ0319  NGVD 29 (??/??/92) 2121.210  (m)         6959.34   (f) ADJ UNCH    1 2
 KQ0319
 KQ0319.Superseded values are not recommended for survey control.
 KQ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0319.See file dsdata.txt to determine how the superseded data were derived.
 KQ0319
 KQ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD359455(NAD 83)
 KQ0319_MARKER: DB = BENCH MARK DISK
 KQ0319_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KQ0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KQ0319
 KQ0319  HISTORY     - Date     Condition        Report By
 KQ0319  HISTORY     - UNK      MONUMENTED       CGS
 KQ0319  HISTORY     - 1955     GOOD             NGS
 KQ0319  HISTORY     - 1967     MARK NOT FOUND   NGS
 KQ0319
 KQ0319                          STATION DESCRIPTION
 KQ0319
 KQ0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0319'10.1 MI SE FROM EASTGATE.
 KQ0319'ORIGINAL DESCRIPTION-- 10.0 MILES SOUTHEAST OF EAST GATE STORE,
 KQ0319'EASTGATE, CHURCHILL COUNTY, AND SET IN THE LOWER PART OF THE POINT OF
 KQ0319'ROCK CUT OFF THE MAIN BODY OF ROCK BY U.S. HIGHWAY 50, AND 25 FEET
 KQ0319'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 KQ0319
 KQ0319                          STATION RECOVERY (1967)
 KQ0319
 KQ0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KQ0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0218 ***********************************************************************
 KR0218  DESIGNATION -  F 47 RESET
 KR0218  PID         -  KR0218
 KR0218  STATE/COUNTY-  NV/CHURCHILL
 KR0218  USGS QUAD   -  BUNEJUG MTS (1985)
 KR0218
 KR0218                         *CURRENT SURVEY CONTROL
 KR0218  ___________________________________________________________________
 KR0218* NAD 83(1986)-  39 21 25.     (N)    118 32 52.     (W)     SCALED    
 KR0218* NAVD 88     -      1197.120  (meters)    3927.55   (feet)  ADJUSTED  
 KR0218  ___________________________________________________________________
 KR0218  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 KR0218  DYNAMIC HT  -        1196.072 (meters)    3924.11  (feet)  COMP
 KR0218  MODELED GRAV-     979,710.8   (mgal)                       NAVD 88
 KR0218
 KR0218  VERT ORDER  -  FIRST     CLASS II
 KR0218
 KR0218.The horizontal coordinates were scaled from a topographic map and have
 KR0218.an estimated accuracy of +/- 6 seconds.
 KR0218
 KR0218.The orthometric height was determined by differential leveling
 KR0218.and adjusted by the National Geodetic Survey in June 1991..
 KR0218
 KR0218.The geoid height was determined by GEOID03.
 KR0218
 KR0218.The dynamic height is computed by dividing the NAVD 88
 KR0218.geopotential number by the normal gravity value computed on the
 KR0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0218.degrees latitude (g = 980.6199 gals.).
 KR0218
 KR0218.The modeled gravity was interpolated from observed gravity values.
 KR0218
 KR0218;                    North         East    Units  Estimated Accuracy
 KR0218;SPC NV W     - 4,511,220.      803,060.      MT  (+/- 180 meters Scaled)
 KR0218
 KR0218                          SUPERSEDED SURVEY CONTROL
 KR0218
 KR0218  NGVD 29 (??/??/92) 1196.135  (m)         3924.32   (f) ADJ UNCH    1 2
 KR0218
 KR0218.Superseded values are not recommended for survey control.
 KR0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0218.See file dsdata.txt to determine how the superseded data were derived.
 KR0218
 KR0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD666575(NAD 83)
 KR0218_MARKER: DB = BENCH MARK DISK
 KR0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0218_SP_SET: CONCRETE POST
 KR0218_STAMPING: F 47 RESET 1935
 KR0218_MARK LOGO: CGS   
 KR0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0218+STABILITY: SURFACE MOTION
 KR0218
 KR0218  HISTORY     - Date     Condition        Report By
 KR0218  HISTORY     - 1935     MONUMENTED       CGS
 KR0218  HISTORY     - 1967     GOOD             NGS
 KR0218  HISTORY     - 1986     GOOD             NGS
 KR0218
 KR0218                          STATION DESCRIPTION
 KR0218
 KR0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0218'2.3 MI SE FROM SALT WELLS.
 KR0218'ABOUT 2.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE
 KR0218'STATION AT SALT WELLS, IN SECTION 7, T 17 N, R 31 E, AT A DRY LAKE
 KR0218'BED, AT THE JUNCTION OF THE HIGHWAY AND A TRAIL ROAD LEADING NORTH,
 KR0218'201 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 100 FEET
 KR0218'NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 125 FEET NORTHEAST OF
 KR0218'THE SOUTHEAST END OF A CULVERT UNDER THE TRAIL ROAD APPROACH TO THE
 KR0218'HIGHWAY, 28 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF THE APPROACH
 KR0218'TO THE HIGHWAY, 6 1/2 FEET NORTHEAST OF A FENCE, 1.6 FEET SOUTHWEST OF
 KR0218'A WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY,
 KR0218'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 KR0218
 KR0218                          STATION RECOVERY (1986)
 KR0218
 KR0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0218'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 KR0218'1.8 METERS (6.0 FT) NORTH OF A WIRE FENCE AND 0.3 METER (1.0 FT)
 KR0218'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0167 ***********************************************************************
 MV0167  DESIGNATION -  F 48
 MV0167  PID         -  MV0167
 MV0167  STATE/COUNTY-  NV/WASHOE
 MV0167  USGS QUAD   -  FORTYNINE MTN (1982)
 MV0167
 MV0167                         *CURRENT SURVEY CONTROL
 MV0167  ___________________________________________________________________
 MV0167* NAD 83(1986)-  41 35 33.     (N)    119 54 32.     (W)     SCALED    
 MV0167* NAVD 88     -      1805.123  (meters)    5922.31   (feet)  ADJUSTED  
 MV0167  ___________________________________________________________________
 MV0167  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 MV0167  DYNAMIC HT  -        1803.718 (meters)    5917.70  (feet)  COMP
 MV0167  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 MV0167
 MV0167  VERT ORDER  -  FIRST     CLASS II
 MV0167
 MV0167.The horizontal coordinates were scaled from a topographic map and have
 MV0167.an estimated accuracy of +/- 6 seconds.
 MV0167
 MV0167.The orthometric height was determined by differential leveling
 MV0167.and adjusted by the National Geodetic Survey in June 1991..
 MV0167
 MV0167.The geoid height was determined by GEOID03.
 MV0167
 MV0167.The dynamic height is computed by dividing the NAVD 88
 MV0167.geopotential number by the normal gravity value computed on the
 MV0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0167.degrees latitude (g = 980.6199 gals.).
 MV0167
 MV0167.The modeled gravity was interpolated from observed gravity values.
 MV0167
 MV0167;                    North         East    Units  Estimated Accuracy
 MV0167;SPC NV W     - 4,760,290.      689,490.      MT  (+/- 180 meters Scaled)
 MV0167
 MV0167                          SUPERSEDED SURVEY CONTROL
 MV0167
 MV0167  NGVD 29 (??/??/92) 1803.890  (m)         5918.26   (f) ADJ UNCH    1 2
 MV0167
 MV0167.Superseded values are not recommended for survey control.
 MV0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0167.See file dsdata.txt to determine how the superseded data were derived.
 MV0167
 MV0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG575086(NAD 83)
 MV0167_MARKER: DB = BENCH MARK DISK
 MV0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0167_STAMPING: F 48 1934
 MV0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0167+STABILITY: SURFACE MOTION
 MV0167
 MV0167  HISTORY     - Date     Condition        Report By
 MV0167  HISTORY     - 1934     MONUMENTED       CGS
 MV0167  HISTORY     - 1966     MARK NOT FOUND   USGS
 MV0167
 MV0167                          STATION DESCRIPTION
 MV0167
 MV0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0167'4.8 MI SW FROM VYA.
 MV0167'ABOUT 4.8 MILES SOUTHWEST ALONG STATE HIGHWAY 8 A FROM THE VYA HIGHWAY
 MV0167'JUNCTION ABOUT 1 MILE SOUTHEAST OF VYA, WASHOE COUNTY, ABOUT 0.5 MILE
 MV0167'SOUTHWEST OF THE JUNCTION OF A ROAD TO VYA, ABOUT 115 FEET NORTH OF A
 MV0167'FENCE, 35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3
 MV0167'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 48 1934 AND
 MV0167'SET IN THE TOP OF A CONCRETE POST.
 MV0167
 MV0167                          STATION RECOVERY (1966)
 MV0167
 MV0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MV0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0188 ***********************************************************************
 MV0188  DESIGNATION -  F 49
 MV0188  PID         -  MV0188
 MV0188  STATE/COUNTY-  NV/WASHOE
 MV0188  USGS QUAD   -  CROOKS MEADOW (1966)
 MV0188
 MV0188                         *CURRENT SURVEY CONTROL
 MV0188  ___________________________________________________________________
 MV0188* NAD 83(1986)-  41 48 24.     (N)    119 57 16.     (W)     SCALED    
 MV0188* NAVD 88     -      1757.492  (meters)    5766.04   (feet)  POSTED    
 MV0188  ___________________________________________________________________
 MV0188  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 MV0188  DYNAMIC HT  -        1756.210 (meters)    5761.83  (feet)  COMP
 MV0188  MODELED GRAV-     979,830.1   (mgal)                       NAVD 88
 MV0188
 MV0188  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MV0188
 MV0188.The horizontal coordinates were scaled from a topographic map and have
 MV0188.an estimated accuracy of +/- 6 seconds.
 MV0188
 MV0188.The orthometric height was determined by differential leveling
 MV0188.and adjusted by the National Geodetic Survey in 1992..
 MV0188.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MV0188.rate of 3.1 thru 4.0 mm/km.
 MV0188
 MV0188.The geoid height was determined by GEOID03.
 MV0188
 MV0188.The dynamic height is computed by dividing the NAVD 88
 MV0188.geopotential number by the normal gravity value computed on the
 MV0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0188.degrees latitude (g = 980.6199 gals.).
 MV0188
 MV0188.The modeled gravity was interpolated from observed gravity values.
 MV0188
 MV0188;                    North         East    Units  Estimated Accuracy
 MV0188;SPC NV W     - 4,784,140.      686,070.      MT  (+/- 180 meters Scaled)
 MV0188
 MV0188                          SUPERSEDED SURVEY CONTROL
 MV0188
 MV0188  NGVD 29 (??/??/92) 1756.232  (m)         5761.90   (f) ADJ UNCH    2 0
 MV0188
 MV0188.Superseded values are not recommended for survey control.
 MV0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0188.See file dsdata.txt to determine how the superseded data were derived.
 MV0188
 MV0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG545325(NAD 83)
 MV0188_MARKER: DB = BENCH MARK DISK
 MV0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0188_STAMPING: F 49 1934
 MV0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0188+STABILITY: SURFACE MOTION
 MV0188
 MV0188  HISTORY     - Date     Condition        Report By
 MV0188  HISTORY     - 1934     MONUMENTED       CGS
 MV0188  HISTORY     - 1937     GOOD             NGS
 MV0188
 MV0188                          STATION DESCRIPTION
 MV0188
 MV0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0188'7.9 MI NW FROM SEVIER RANCH.
 MV0188'ABOUT 7.9 MILES NORTHWEST ALONG THE ROAD LEADING TO POWELL RANCH, FROM
 MV0188'THE RANCH HOUSE AT SEVIER RANCH, WASHOE COUNTY, NEVADA, 87 FEET WEST
 MV0188'OF THE NORTHEAST FENCE CORNER OF COOKS LAKE MEADOW, AND 15 FEET EAST
 MV0188'OF THE GATE ENTRANCE TO A MEADOW OWNED BY J.L. FEE.  A STANDARD DISK,
 MV0188'STAMPED F 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MV0188
 MV0188                          STATION RECOVERY (1937)
 MV0188
 MV0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 MV0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0445 ***********************************************************************
 LQ0445  DESIGNATION -  F 5
 LQ0445  PID         -  LQ0445
 LQ0445  STATE/COUNTY-  NV/ELKO
 LQ0445  USGS QUAD   -  ELKO WEST (1975)
 LQ0445
 LQ0445                         *CURRENT SURVEY CONTROL
 LQ0445  ___________________________________________________________________
 LQ0445* NAD 83(1986)-  40 50 00.     (N)    115 45 46.     (W)     SCALED    
 LQ0445* NAVD 88     -      1545.541  (meters)    5070.66   (feet)  ADJUSTED  
 LQ0445  ___________________________________________________________________
 LQ0445  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 LQ0445  DYNAMIC HT  -        1544.259 (meters)    5066.46  (feet)  COMP
 LQ0445  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 LQ0445
 LQ0445  VERT ORDER  -  FIRST     CLASS II
 LQ0445
 LQ0445.The horizontal coordinates were scaled from a topographic map and have
 LQ0445.an estimated accuracy of +/- 6 seconds.
 LQ0445
 LQ0445.The orthometric height was determined by differential leveling
 LQ0445.and adjusted by the National Geodetic Survey in June 1991..
 LQ0445.WARNING-Repeat measurements at this control monument indicate possible
 LQ0445.vertical movement.
 LQ0445
 LQ0445.The geoid height was determined by GEOID03.
 LQ0445
 LQ0445.The dynamic height is computed by dividing the NAVD 88
 LQ0445.geopotential number by the normal gravity value computed on the
 LQ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0445.degrees latitude (g = 980.6199 gals.).
 LQ0445
 LQ0445.The modeled gravity was interpolated from observed gravity values.
 LQ0445
 LQ0445;                    North         East    Units  Estimated Accuracy
 LQ0445;SPC NV E     - 8,675,150.      184,870.      MT  (+/- 180 meters Scaled)
 LQ0445
 LQ0445                          SUPERSEDED SURVEY CONTROL
 LQ0445
 LQ0445  NGVD 29 (??/??/92) 1544.42   (m)         5067.0    (f) COMPUTED    1 2
 LQ0445
 LQ0445.Superseded values are not recommended for survey control.
 LQ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0445.See file dsdata.txt to determine how the superseded data were derived.
 LQ0445
 LQ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF043209(NAD 83)
 LQ0445_MARKER: DB = BENCH MARK DISK
 LQ0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0445_SP_SET: BUILDING
 LQ0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0445
 LQ0445  HISTORY     - Date     Condition        Report By
 LQ0445  HISTORY     - UNK      MONUMENTED       CGS
 LQ0445  HISTORY     - 1953     GOOD             NGS
 LQ0445  HISTORY     - 1964     GOOD             NGS
 LQ0445
 LQ0445                          STATION DESCRIPTION
 LQ0445
 LQ0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0445'IN ELKO.
 LQ0445'AT ELKO, 0.15 MILE NORTH OF THE SOUTHERN PACIFIC COMPANY RAILROAD
 LQ0445'STATION, AT THE INTERSECTION OF SIXTH AND IDAHO STREETS, AT THE COUNTY
 LQ0445'COURTHOUSE, IN THE TOP OF THE SOUTHWEST END OF THE BOTTOM STEP AT THE
 LQ0445'SOUTHEAST ENTRANCE, 14.4 FEET SOUTHWEST OF THE IRON GUARDRAIL AT THE
 LQ0445'CENTER OF THE STEPS, AND 0.5 FOOT NORTHEAST OF THE SOUTHWEST END OF
 LQ0445'THE STEP.
 LQ0445
 LQ0445                          STATION RECOVERY (1964)
 LQ0445
 LQ0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LQ0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0254 ***********************************************************************
 GR0254  DESIGNATION -  F 50
 GR0254  PID         -  GR0254
 GR0254  STATE/COUNTY-  NV/CLARK
 GR0254  USGS QUAD   -  DEVILS THROAT (1983)
 GR0254
 GR0254                         *CURRENT SURVEY CONTROL
 GR0254  ___________________________________________________________________
 GR0254* NAD 83(1986)-  36 26 21.     (N)    114 12 01.     (W)     SCALED    
 GR0254* NAVD 88     -       609.880  (meters)    2000.91   (feet)  POSTED    
 GR0254  ___________________________________________________________________
 GR0254  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 GR0254  DYNAMIC HT  -         609.280 (meters)    1998.95  (feet)  COMP
 GR0254  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 GR0254
 GR0254  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0254
 GR0254.The horizontal coordinates were scaled from a topographic map and have
 GR0254.an estimated accuracy of +/- 6 seconds.
 GR0254
 GR0254.The orthometric height was determined by differential leveling
 GR0254.and adjusted by the National Geodetic Survey in 1992..
 GR0254.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0254.rate of 0.0 thru 1.0 mm/km.
 GR0254
 GR0254.The geoid height was determined by GEOID03.
 GR0254
 GR0254.The dynamic height is computed by dividing the NAVD 88
 GR0254.geopotential number by the normal gravity value computed on the
 GR0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0254.degrees latitude (g = 980.6199 gals.).
 GR0254
 GR0254.The modeled gravity was interpolated from observed gravity values.
 GR0254
 GR0254;                    North         East    Units  Estimated Accuracy
 GR0254;SPC NV E     - 8,188,290.      324,000.      MT  (+/- 180 meters Scaled)
 GR0254
 GR0254                          SUPERSEDED SURVEY CONTROL
 GR0254
 GR0254  NGVD 29 (??/??/92)  609.199  (m)         1998.68   (f) ADJ UNCH    1 1
 GR0254
 GR0254.Superseded values are not recommended for survey control.
 GR0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0254.See file dsdata.txt to determine how the superseded data were derived.
 GR0254
 GR0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA509363(NAD 83)
 GR0254_MARKER: DB = BENCH MARK DISK
 GR0254_SETTING: 66 = SET IN ROCK OUTCROP
 GR0254_SP_SET: SANDSTONE BLUFF
 GR0254_STAMPING: F 50 1934
 GR0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0254+STABILITY: POSITION/ELEVATION WELL
 GR0254
 GR0254  HISTORY     - Date     Condition        Report By
 GR0254  HISTORY     - 1934     MONUMENTED       CGS
 GR0254  HISTORY     - 1950     GOOD             NGS
 GR0254
 GR0254                          STATION DESCRIPTION
 GR0254
 GR0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0254'31.1 MI S FROM RIVERSIDE.
 GR0254'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0254'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0254'THENCE 4.0 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY
 GR0254'ROAD, IN A DEEP WASH, SET VERTICALLY IN THE FACE OF THE WEST RED
 GR0254'SANDSTONE BLUFF, ABOUT 67 YARDS SOUTHEAST OF SOME INDIAN PAINTINGS ON
 GR0254'THE BLUFF, 20 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3
 GR0254'1/2 FEET HIGHER THAN THE BED OF THE WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0067 ***********************************************************************
 GR0067  DESIGNATION -  F 51
 GR0067  PID         -  GR0067
 GR0067  STATE/COUNTY-  NV/CLARK
 GR0067  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0067
 GR0067                         *CURRENT SURVEY CONTROL
 GR0067  ___________________________________________________________________
 GR0067* NAD 83(1986)-  36 45 45.     (N)    114 17 41.     (W)     SCALED    
 GR0067* NAVD 88     -       634.651  (meters)    2082.18   (feet)  POSTED    
 GR0067  ___________________________________________________________________
 GR0067  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GR0067  DYNAMIC HT  -         634.020 (meters)    2080.11  (feet)  COMP
 GR0067  MODELED GRAV-     979,625.1   (mgal)                       NAVD 88
 GR0067
 GR0067  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0067
 GR0067.The horizontal coordinates were scaled from a topographic map and have
 GR0067.an estimated accuracy of +/- 6 seconds.
 GR0067
 GR0067.The orthometric height was determined by differential leveling
 GR0067.and adjusted by the National Geodetic Survey in 1992..
 GR0067.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0067.rate of 0.0 thru 1.0 mm/km.
 GR0067
 GR0067.The geoid height was determined by GEOID03.
 GR0067
 GR0067.The dynamic height is computed by dividing the NAVD 88
 GR0067.geopotential number by the normal gravity value computed on the
 GR0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0067.degrees latitude (g = 980.6199 gals.).
 GR0067
 GR0067.The modeled gravity was interpolated from observed gravity values.
 GR0067
 GR0067;                    North         East    Units  Estimated Accuracy
 GR0067;SPC NV E     - 8,224,050.      315,050.      MT  (+/- 180 meters Scaled)
 GR0067
 GR0067                          SUPERSEDED SURVEY CONTROL
 GR0067
 GR0067  NGVD 29 (??/??/92)  633.958  (m)         2079.91   (f) ADJ UNCH    1 1
 GR0067
 GR0067.Superseded values are not recommended for survey control.
 GR0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0067.See file dsdata.txt to determine how the superseded data were derived.
 GR0067
 GR0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA414719(NAD 83)
 GR0067_MARKER: DB = BENCH MARK DISK
 GR0067_SETTING: 66 = SET IN ROCK OUTCROP
 GR0067_SP_SET: ROCK LEDGE
 GR0067_STAMPING: F 51 1934
 GR0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0067+STABILITY: POSITION/ELEVATION WELL
 GR0067
 GR0067  HISTORY     - Date     Condition        Report By
 GR0067  HISTORY     - 1934     MONUMENTED       CGS
 GR0067  HISTORY     - 1957     GOOD             NGS
 GR0067
 GR0067                          STATION DESCRIPTION
 GR0067
 GR0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GR0067'12.1 MI SW FROM BUNKERVILLE.
 GR0067'12.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 91 FROM BUNKERVILLE, CLARK
 GR0067'COUNTY, 200 FEET EAST OF THE CENTER OF A LARGE DIP IN THE HIGHWAY, 41
 GR0067'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN A CONGLOMERATE ROCK
 GR0067'LEDGE ON THE EAST BANK OF A WASH, AND ABOUT 4 FEET ABOVE THE LEVEL OF
 GR0067'THE HIGHWAY.  A STANDARD DISK, STAMPED F 51 1934.
 GR0067
 GR0067                          STATION RECOVERY (1957)
 GR0067
 GR0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GR0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0541 ***********************************************************************
 LQ0541  DESIGNATION -  F 52
 LQ0541  PID         -  LQ0541
 LQ0541  STATE/COUNTY-  NV/ELKO
 LQ0541  USGS QUAD   -  KITTRIDGE SPRINGS (1982)
 LQ0541
 LQ0541                         *CURRENT SURVEY CONTROL
 LQ0541  ___________________________________________________________________
 LQ0541* NAD 83(1986)-  40 55 06.     (N)    115 49 38.     (W)     SCALED    
 LQ0541* NAVD 88     -      1959.761  (meters)    6429.65   (feet)  ADJUSTED  
 LQ0541  ___________________________________________________________________
 LQ0541  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 LQ0541  DYNAMIC HT  -        1958.048 (meters)    6424.03  (feet)  COMP
 LQ0541  MODELED GRAV-     979,679.7   (mgal)                       NAVD 88
 LQ0541
 LQ0541  VERT ORDER  -  FIRST     CLASS II
 LQ0541
 LQ0541.The horizontal coordinates were scaled from a topographic map and have
 LQ0541.an estimated accuracy of +/- 6 seconds.
 LQ0541
 LQ0541.The orthometric height was determined by differential leveling
 LQ0541.and adjusted by the National Geodetic Survey in June 1991..
 LQ0541
 LQ0541.The geoid height was determined by GEOID03.
 LQ0541
 LQ0541.The dynamic height is computed by dividing the NAVD 88
 LQ0541.geopotential number by the normal gravity value computed on the
 LQ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0541.degrees latitude (g = 980.6199 gals.).
 LQ0541
 LQ0541.The modeled gravity was interpolated from observed gravity values.
 LQ0541
 LQ0541;                    North         East    Units  Estimated Accuracy
 LQ0541;SPC NV E     - 8,684,610.      179,460.      MT  (+/- 180 meters Scaled)
 LQ0541
 LQ0541                          SUPERSEDED SURVEY CONTROL
 LQ0541
 LQ0541  NGVD 29 (??/??/92) 1958.558  (m)         6425.70   (f) ADJ UNCH    1 2
 LQ0541
 LQ0541.Superseded values are not recommended for survey control.
 LQ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0541.See file dsdata.txt to determine how the superseded data were derived.
 LQ0541
 LQ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF987303(NAD 83)
 LQ0541_MARKER: DB = BENCH MARK DISK
 LQ0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0541_STAMPING: F 52 1934
 LQ0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0541+STABILITY: SURFACE MOTION
 LQ0541
 LQ0541  HISTORY     - Date     Condition        Report By
 LQ0541  HISTORY     - 1934     MONUMENTED       CGS
 LQ0541
 LQ0541                          STATION DESCRIPTION
 LQ0541
 LQ0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0541'7.8 MI N FROM ELKO.
 LQ0541'7.8 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE COUNTY COURTHOUSE AT
 LQ0541'ELKO, ELKO COUNTY, 0.1 MILE SOUTHWEST OF A STONE RETAINING WALL,
 LQ0541'SOUTHWEST OF A HORSESHOE CURVE, 96 FEET SOUTHWEST OF A CONSPICUOUS
 LQ0541'STONE OUTCROP NORTHWEST OF THE HIGHWAY, AND 24 FEET NORTHWEST OF THE
 LQ0541'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 52 1934 AND SET
 LQ0541'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0090 ***********************************************************************
 MU0090  DESIGNATION -  F 53
 MU0090  PID         -  MU0090
 MU0090  STATE/COUNTY-  NV/ELKO
 MU0090  USGS QUAD   -  JACKS PEAK (1987)
 MU0090
 MU0090                         *CURRENT SURVEY CONTROL
 MU0090  ___________________________________________________________________
 MU0090* NAD 83(1986)-  41 28 27.     (N)    116 06 07.     (W)     SCALED    
 MU0090* NAVD 88     -      1839.073  (meters)    6033.69   (feet)  ADJUSTED  
 MU0090  ___________________________________________________________________
 MU0090  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 MU0090  DYNAMIC HT  -        1837.558 (meters)    6028.72  (feet)  COMP
 MU0090  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 MU0090
 MU0090  VERT ORDER  -  FIRST     CLASS II
 MU0090
 MU0090.The horizontal coordinates were scaled from a topographic map and have
 MU0090.an estimated accuracy of +/- 6 seconds.
 MU0090
 MU0090.The orthometric height was determined by differential leveling
 MU0090.and adjusted by the National Geodetic Survey in June 1991..
 MU0090
 MU0090.The geoid height was determined by GEOID03.
 MU0090
 MU0090.The dynamic height is computed by dividing the NAVD 88
 MU0090.geopotential number by the normal gravity value computed on the
 MU0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0090.degrees latitude (g = 980.6199 gals.).
 MU0090
 MU0090.The modeled gravity was interpolated from observed gravity values.
 MU0090
 MU0090;                    North         East    Units  Estimated Accuracy
 MU0090;SPC NV E     - 8,746,430.      156,690.      MT  (+/- 180 meters Scaled)
 MU0090
 MU0090                          SUPERSEDED SURVEY CONTROL
 MU0090
 MU0090  NGVD 29 (??/??/92) 1837.848  (m)         6029.67   (f) ADJ UNCH    1 2
 MU0090
 MU0090.Superseded values are not recommended for survey control.
 MU0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0090.See file dsdata.txt to determine how the superseded data were derived.
 MU0090
 MU0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF749917(NAD 83)
 MU0090_MARKER: DB = BENCH MARK DISK
 MU0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0090_STAMPING: F 53 1934
 MU0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0090+STABILITY: SURFACE MOTION
 MU0090
 MU0090  HISTORY     - Date     Condition        Report By
 MU0090  HISTORY     - 1934     MONUMENTED       CGS
 MU0090  HISTORY     - 1970     GOOD             NGS
 MU0090
 MU0090                          STATION DESCRIPTION
 MU0090
 MU0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MU0090'24.8 MI S FROM WHITE ROCK.
 MU0090'24.8 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ZUBIETTAS STORE AT WHITE
 MU0090'ROCK, ELKO COUNTY, AT THE W. T. JENKINS RANCH, 291 FEET SOUTH OF THE
 MU0090'CENTERLINE OF THE GATEWAY, 150 FEET SOUTHEAST OF A 3-FOOT COTTONWOOD
 MU0090'TREE AT THE SOUTHEAST CORNER OF A LOG CABIN, 87 FEET NORTHEAST OF A
 MU0090'WOODEN BRIDGE OVER MUSK CREEK, 48 FEET EAST OF THE CENTERLINE OF THE
 MU0090'HIGHWAY, 2.5 FEET WEST OF A WIRE FENCE, AND 15 FEET NORTHEAST OF A
 MU0090'POLE.  A STANDARD DISK, STAMPED F 53 1934 AND SET IN THE TOP OF A
 MU0090'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0044 ***********************************************************************
 MU0044  DESIGNATION -  F 54
 MU0044  PID         -  MU0044
 MU0044  STATE/COUNTY-  NV/ELKO
 MU0044  USGS QUAD   -  OWYHEE (1971)
 MU0044
 MU0044                         *CURRENT SURVEY CONTROL
 MU0044  ___________________________________________________________________
 MU0044* NAD 83(1986)-  41 59 02.     (N)    116 07 23.     (W)     SCALED    
 MU0044* NAVD 88     -      1635.071  (meters)    5364.40   (feet)  ADJUSTED  
 MU0044  ___________________________________________________________________
 MU0044  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 MU0044  DYNAMIC HT  -        1633.903 (meters)    5360.56  (feet)  COMP
 MU0044  MODELED GRAV-     979,850.3   (mgal)                       NAVD 88
 MU0044
 MU0044  VERT ORDER  -  FIRST     CLASS II
 MU0044
 MU0044.The horizontal coordinates were scaled from a topographic map and have
 MU0044.an estimated accuracy of +/- 6 seconds.
 MU0044
 MU0044.The orthometric height was determined by differential leveling
 MU0044.and adjusted by the National Geodetic Survey in June 1991..
 MU0044
 MU0044.The geoid height was determined by GEOID03.
 MU0044
 MU0044.The dynamic height is computed by dividing the NAVD 88
 MU0044.geopotential number by the normal gravity value computed on the
 MU0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0044.degrees latitude (g = 980.6199 gals.).
 MU0044
 MU0044.The modeled gravity was interpolated from observed gravity values.
 MU0044
 MU0044;                    North         East    Units  Estimated Accuracy
 MU0044;SPC NV E     - 8,803,050.      155,280.      MT  (+/- 180 meters Scaled)
 MU0044
 MU0044                          SUPERSEDED SURVEY CONTROL
 MU0044
 MU0044  NGVD 29 (??/??/92) 1633.911  (m)         5360.59   (f) ADJ UNCH    1 2
 MU0044
 MU0044.Superseded values are not recommended for survey control.
 MU0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0044.See file dsdata.txt to determine how the superseded data were derived.
 MU0044
 MU0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG726483(NAD 83)
 MU0044_MARKER: DB = BENCH MARK DISK
 MU0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0044_STAMPING: F 54 1934
 MU0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0044+STABILITY: SURFACE MOTION
 MU0044
 MU0044  HISTORY     - Date     Condition        Report By
 MU0044  HISTORY     - 1934     MONUMENTED       CGS
 MU0044  HISTORY     - 1970     GOOD             USGS
 MU0044
 MU0044                          STATION DESCRIPTION
 MU0044
 MU0044'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 MU0044'3.2 MI NW FROM OWYHEE.
 MU0044'3.2 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE GRADE SCHOOL IN
 MU0044'OWYHEE.  3.3 MILES NORTHWEST ALONG STATE HIGHWAY 51 FROM THE POST
 MU0044'OFFICE AT OWYHEE.  0.35 MILES SOUTHEAST OF A T JUNCTION OF A GRAVEL
 MU0044'ROAD LEADING WEST.  88 FEET SOUTHWEST OF A TELEPHONE POLE.  45 FEET
 MU0044'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  SET IN THE TOP OF A
 MU0044'CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND AND ABOUT 2 FEET
 MU0044'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0072 ***********************************************************************
 HP0072  DESIGNATION -  F 57 RESET
 HP0072  PID         -  HP0072
 HP0072  STATE/COUNTY-  NV/LINCOLN
 HP0072  USGS QUAD   -  CHOKECHERRY MTN (1970)
 HP0072
 HP0072                         *CURRENT SURVEY CONTROL
 HP0072  ___________________________________________________________________
 HP0072* NAD 83(1986)-  37 36 18.     (N)    114 38 40.     (W)     SCALED    
 HP0072* NAVD 88     -      1800.61   (meters)    5907.5    (feet)  RESET     
 HP0072  ___________________________________________________________________
 HP0072  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 HP0072
 HP0072  VERT ORDER  -  THIRD
 HP0072
 HP0072.The horizontal coordinates were scaled from a topographic map and have
 HP0072.an estimated accuracy of +/- 6 seconds.
 HP0072
 HP0072.The orthometric height was computed from unverified reset data.
 HP0072
 HP0072.The geoid height was determined by GEOID03.
 HP0072
 HP0072;                    North         East    Units  Estimated Accuracy
 HP0072;SPC NV E     - 8,317,180.      282,900.      MT  (+/- 180 meters Scaled)
 HP0072
 HP0072                          SUPERSEDED SURVEY CONTROL
 HP0072
 HP0072.No superseded survey control is available for this station.
 HP0072
 HP0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB079645(NAD 83)
 HP0072_MARKER: DB = BENCH MARK DISK
 HP0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0072_STAMPING: F 57 RESET 1955
 HP0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0072+STABILITY: SURFACE MOTION
 HP0072
 HP0072  HISTORY     - Date     Condition        Report By
 HP0072  HISTORY     - 1955     MONUMENTED       NVDH
 HP0072  HISTORY     - 1970     GOOD             USGS
 HP0072
 HP0072                          STATION DESCRIPTION
 HP0072
 HP0072'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1955
 HP0072'9.1 MI W FROM CALIENTE.
 HP0072'9.1 MILES WEST ALONG U. S. HIGHWAY 93 FROM THE PUBLIC SCHOOL AT
 HP0072'CALIENTE, LINCOLN COUNTY, 73 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HP0072'HIGHWAY, AT SURVEY STATION C 200+00.  A STANDARD DISK, STAMPED F 57
 HP0072'RESET 1955 AND SET IN THE TOP OF A CONCRETE POST.
 HP0072
 HP0072                          STATION RECOVERY (1970)
 HP0072
 HP0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HP0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0143 ***********************************************************************
 HP0143  DESIGNATION -  F 58 RESET
 HP0143  PID         -  HP0143
 HP0143  STATE/COUNTY-  NV/LINCOLN
 HP0143  USGS QUAD   -  HANCOCK SUMMIT (1983)
 HP0143
 HP0143                         *CURRENT SURVEY CONTROL
 HP0143  ___________________________________________________________________
 HP0143* NAD 83(1986)-  37 27 34.     (N)    115 21 46.     (W)     SCALED    
 HP0143* NAVD 88     -      1551.36   (meters)    5089.8    (feet)  RESET     
 HP0143  ___________________________________________________________________
 HP0143  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 HP0143
 HP0143  VERT ORDER  -  THIRD
 HP0143
 HP0143.The horizontal coordinates were scaled from a topographic map and have
 HP0143.an estimated accuracy of +/- 6 seconds.
 HP0143
 HP0143.The orthometric height was computed from unverified reset data.
 HP0143
 HP0143.The geoid height was determined by GEOID03.
 HP0143
 HP0143;                    North         East    Units  Estimated Accuracy
 HP0143;SPC NV E     - 8,300,640.      219,510.      MT  (+/- 180 meters Scaled)
 HP0143
 HP0143                          SUPERSEDED SURVEY CONTROL
 HP0143
 HP0143.No superseded survey control is available for this station.
 HP0143
 HP0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB447471(NAD 83)
 HP0143_MARKER: DB = BENCH MARK DISK
 HP0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0143_STAMPING: F 58 RESET 1956
 HP0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0143+STABILITY: SURFACE MOTION
 HP0143
 HP0143  HISTORY     - Date     Condition        Report By
 HP0143  HISTORY     - 1956     MONUMENTED       NVDH
 HP0143
 HP0143                          STATION DESCRIPTION
 HP0143
 HP0143'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1956
 HP0143'9.2 MI SW FROM CRYSTAL SPRINGS.
 HP0143'9.2 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM CRYSTAL SPRINGS,
 HP0143'LINCOLN COUNTY, 1.9 MILES EAST OF A NARROW ROCKCK CUT, 72 FEET
 HP0143'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION B 805+00.
 HP0143'A STANDARD DISK, STAMPED F 58 RESET 1956 AND SET IN THE TOP OF A
 HP0143'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0257 ***********************************************************************
 HP0257  DESIGNATION -  F 59
 HP0257  PID         -  HP0257
 HP0257  STATE/COUNTY-  NV/NYE
 HP0257  USGS QUAD   -  BLACK TOP (1985)
 HP0257
 HP0257                         *CURRENT SURVEY CONTROL
 HP0257  ___________________________________________________________________
 HP0257* NAD 83(1986)-  37 45 00.     (N)    115 56 41.     (W)     SCALED    
 HP0257* NAVD 88     -      1812.444  (meters)    5946.33   (feet)  ADJUSTED  
 HP0257  ___________________________________________________________________
 HP0257  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 HP0257  DYNAMIC HT  -        1810.345 (meters)    5939.44  (feet)  COMP
 HP0257  MODELED GRAV-     979,407.4   (mgal)                       NAVD 88
 HP0257
 HP0257  VERT ORDER  -  FIRST     CLASS II
 HP0257
 HP0257.The horizontal coordinates were scaled from a topographic map and have
 HP0257.an estimated accuracy of +/- 6 seconds.
 HP0257
 HP0257.The orthometric height was determined by differential leveling
 HP0257.and adjusted by the National Geodetic Survey in June 1991..
 HP0257
 HP0257.The geoid height was determined by GEOID03.
 HP0257
 HP0257.The dynamic height is computed by dividing the NAVD 88
 HP0257.geopotential number by the normal gravity value computed on the
 HP0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0257.degrees latitude (g = 980.6199 gals.).
 HP0257
 HP0257.The modeled gravity was interpolated from observed gravity values.
 HP0257
 HP0257;                    North         East    Units  Estimated Accuracy
 HP0257;SPC NV C     - 6,333,100.      563,620.      MT  (+/- 180 meters Scaled)
 HP0257
 HP0257                          SUPERSEDED SURVEY CONTROL
 HP0257
 HP0257  NGVD 29 (??/??/92) 1811.325  (m)         5942.66   (f) ADJ UNCH    1 2
 HP0257
 HP0257.Superseded values are not recommended for survey control.
 HP0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0257.See file dsdata.txt to determine how the superseded data were derived.
 HP0257
 HP0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB929786(NAD 83)
 HP0257_MARKER: DB = BENCH MARK DISK
 HP0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0257_STAMPING: F 59 1934
 HP0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0257+STABILITY: SURFACE MOTION
 HP0257
 HP0257  HISTORY     - Date     Condition        Report By
 HP0257  HISTORY     - 1934     MONUMENTED       CGS
 HP0257  HISTORY     - 1981     GOOD             USGS
 HP0257
 HP0257                          STATION DESCRIPTION
 HP0257
 HP0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0257'52.9 MI W FROM CRYSTAL SPRINGS.
 HP0257'IN NYE COUNTY, 52.9 MILES WEST ALONG STATE HIGHWAY 25 FROM CRYSTAL
 HP0257'SPRINGS, LINCOLN COUNTY, 10.6 MILES EAST OF REEDS RANCH, AT A Y-ROAD
 HP0257'INTERSECTION, 41.5 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD
 HP0257'LEADING TO A MINE, 46 FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD,
 HP0257'AND IN THE MIDDLE OF THE WYE FORMED BY THE JUNCTION OF THE ROADS.  A
 HP0257'STANDARD DISK, STAMPED F 59 1934 AND SET IN THE TOP OF A CONCRETE
 HP0257'POST.
 HP0257
 HP0257                          STATION RECOVERY (1981)
 HP0257
 HP0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 HP0257'52.9 MILES WEST ALONG STATE HWY 25 FROM CRYSTAL SPRINGS FROM
 HP0257'CENTERLINE HIGHWAY OPPOSITE THE GENERAL STORE IN RACHAEL, PROCEED
 HP0257'NORTHWEST ON STATE HIGHWAY 375 9.7 MILES TO LINCOLN-NYE COUNTY LINE,
 HP0257'CONTINUE NORTHWEST ALONG HIGHWAY 3.3 MILES TO A CATTLEGUARD AND A
 HP0257'TRACK ROAD ON THE LEFT, (TRACK ROAD IS ON NORTH SIDE OF CATTLEGUARD),
 HP0257'TURN LEFT AND FOLLOW TRACK ROAD 0.1 MILE TO OLD HIGHWAY GRADE. BM IS
 HP0257'75 FT NW AND 36 FT NE OF ROAD JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0260 ***********************************************************************
 HP0260  DESIGNATION -  F 60
 HP0260  PID         -  HP0260
 HP0260  STATE/COUNTY-  NV/LINCOLN
 HP0260  USGS QUAD   -  WHITE BLOTCH SPRINGS NE (1987)
 HP0260
 HP0260                         *CURRENT SURVEY CONTROL
 HP0260  ___________________________________________________________________
 HP0260* NAD 83(1986)-  37 38 51.     (N)    115 49 11.     (W)     SCALED    
 HP0260* NAVD 88     -      1477.125  (meters)    4846.20   (feet)  ADJUSTED  
 HP0260  ___________________________________________________________________
 HP0260  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 HP0260  DYNAMIC HT  -        1475.483 (meters)    4840.81  (feet)  COMP
 HP0260  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 HP0260
 HP0260  VERT ORDER  -  SECOND    CLASS 0
 HP0260
 HP0260.The horizontal coordinates were scaled from a topographic map and have
 HP0260.an estimated accuracy of +/- 6 seconds.
 HP0260
 HP0260.The orthometric height was determined by differential leveling
 HP0260.and adjusted by the National Geodetic Survey in June 1991..
 HP0260
 HP0260.The geoid height was determined by GEOID03.
 HP0260
 HP0260.The dynamic height is computed by dividing the NAVD 88
 HP0260.geopotential number by the normal gravity value computed on the
 HP0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0260.degrees latitude (g = 980.6199 gals.).
 HP0260
 HP0260.The modeled gravity was interpolated from observed gravity values.
 HP0260
 HP0260;                    North         East    Units  Estimated Accuracy
 HP0260;SPC NV E     - 8,321,510.      179,140.      MT  (+/- 180 meters Scaled)
 HP0260
 HP0260                          SUPERSEDED SURVEY CONTROL
 HP0260
 HP0260  NGVD 29 (??/??/92) 1476.088  (m)         4842.80   (f) ADJ UNCH    2 0
 HP0260
 HP0260.Superseded values are not recommended for survey control.
 HP0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0260.See file dsdata.txt to determine how the superseded data were derived.
 HP0260
 HP0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB041673(NAD 83)
 HP0260_MARKER: DB = BENCH MARK DISK
 HP0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0260_STAMPING: F 60 1934
 HP0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0260+STABILITY: SURFACE MOTION
 HP0260
 HP0260  HISTORY     - Date     Condition        Report By
 HP0260  HISTORY     - 1934     MONUMENTED       CGS
 HP0260  HISTORY     - 1980     GOOD             USGS
 HP0260
 HP0260                          STATION DESCRIPTION
 HP0260
 HP0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0260'30.9 MI N FROM GROOM.
 HP0260'30.9 MILES NORTH ALONG THE SAND SPRINGS ROAD FROM GROOM, LINCOLN
 HP0260'COUNTY ABOUT 2.1 MILES SOUTH OF THE JUNCTION WITH STATE HIGHWAY 25,
 HP0260'AND 44 FEET S.E. OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 HP0260'STAMPED F 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HP0260
 HP0260                          STATION RECOVERY (1980)
 HP0260
 HP0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HP0260'ABOUT 30.9 MILES NORTH ALONG THE SAND SPRINGS ROAD NE FROM GROOM
 HP0260'CENTER STATE HIGHWAY 375 OPPOSITE GENERAL STORE IN RACHAEL, NEVADA,
 HP0260'PROCEED NW ALONG HIGHWAY 0.7 MILE TO GRAVEL ROAD ON THE LEFT, TURN
 HP0260'LEFT AND FOLLOW ROAD WEST 1.8 MILES TO CATTLE GUARD, CONTINUE 1.2
 HP0260'MILES THROUGH FARM COMPLEX TO X-RD JUST W. OF N-S FENCE, CONTINUE 0.6
 HP0260'MILE TO DIM TRACK ROAD ON THE LEFT LEADING SW, TURN LEFT FOLLOW TRACK
 HP0260'ROAD 0.1 MILE TO BM. BM IS 44 FEET SE OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0002 ***********************************************************************
 KP0002  DESIGNATION -  F 61
 KP0002  PID         -  KP0002
 KP0002  STATE/COUNTY-  NV/WHITE PINE
 KP0002  USGS QUAD   -  SPRING CREEK FLAT NW (1981)
 KP0002
 KP0002                         *CURRENT SURVEY CONTROL
 KP0002  ___________________________________________________________________
 KP0002* NAD 83(1986)-  39 55 01.     (N)    114 12 31.     (W)     SCALED    
 KP0002* NAVD 88     -      1750.507  (meters)    5743.12   (feet)  ADJUSTED  
 KP0002  ___________________________________________________________________
 KP0002  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 KP0002  DYNAMIC HT  -        1748.830 (meters)    5737.62  (feet)  COMP
 KP0002  MODELED GRAV-     979,606.0   (mgal)                       NAVD 88
 KP0002
 KP0002  VERT ORDER  -  FIRST     CLASS II
 KP0002
 KP0002.The horizontal coordinates were scaled from a topographic map and have
 KP0002.an estimated accuracy of +/- 6 seconds.
 KP0002
 KP0002.The orthometric height was determined by differential leveling
 KP0002.and adjusted by the National Geodetic Survey in June 1991..
 KP0002
 KP0002.The geoid height was determined by GEOID03.
 KP0002
 KP0002.The dynamic height is computed by dividing the NAVD 88
 KP0002.geopotential number by the normal gravity value computed on the
 KP0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0002.degrees latitude (g = 980.6199 gals.).
 KP0002
 KP0002.The modeled gravity was interpolated from observed gravity values.
 KP0002
 KP0002;                    North         East    Units  Estimated Accuracy
 KP0002;SPC NV E     - 8,574,300.      317,530.      MT  (+/- 180 meters Scaled)
 KP0002
 KP0002                          SUPERSEDED SURVEY CONTROL
 KP0002
 KP0002  NGVD 29 (??/??/92) 1749.337  (m)         5739.28   (f) ADJ UNCH    1 2
 KP0002
 KP0002.Superseded values are not recommended for survey control.
 KP0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0002.See file dsdata.txt to determine how the superseded data were derived.
 KP0002
 KP0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQE385222(NAD 83)
 KP0002_MARKER: DB = BENCH MARK DISK
 KP0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0002_STAMPING: F 61 1934
 KP0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0002+STABILITY: SURFACE MOTION
 KP0002
 KP0002  HISTORY     - Date     Condition        Report By
 KP0002  HISTORY     - 1934     MONUMENTED       CGS
 KP0002
 KP0002                          STATION DESCRIPTION
 KP0002
 KP0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0002'9.6 MI E FROM TIPPETT.
 KP0002'ABOUT 9.6 MILES EAST ALONG STATE HIGHWAY 2 FROM TIPPETT, WHITE PINE
 KP0002'COUNTY, AND 43 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A
 KP0002'STANDARD DISK, STAMPED F 61 1934 AND SET IN THE TOP OF A CONCRETE
 KP0002'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0015 ***********************************************************************
 JP0015  DESIGNATION -  F 63
 JP0015  PID         -  JP0015
 JP0015  STATE/COUNTY-  NV/LINCOLN
 JP0015  USGS QUAD   -  BRISTOL RANGE NE (1971)
 JP0015
 JP0015                         *CURRENT SURVEY CONTROL
 JP0015  ___________________________________________________________________
 JP0015* NAD 83(1986)-  38 12 25.     (N)    114 35 24.     (W)     SCALED    
 JP0015* NAVD 88     -      1859.293  (meters)    6100.03   (feet)  ADJUSTED  
 JP0015  ___________________________________________________________________
 JP0015  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 JP0015  DYNAMIC HT  -        1857.196 (meters)    6093.15  (feet)  COMP
 JP0015  MODELED GRAV-     979,435.1   (mgal)                       NAVD 88
 JP0015
 JP0015  VERT ORDER  -  SECOND    CLASS 0
 JP0015
 JP0015.The horizontal coordinates were scaled from a topographic map and have
 JP0015.an estimated accuracy of +/- 6 seconds.
 JP0015
 JP0015.The orthometric height was determined by differential leveling
 JP0015.and adjusted by the National Geodetic Survey in June 1991..
 JP0015
 JP0015.The geoid height was determined by GEOID03.
 JP0015
 JP0015.The dynamic height is computed by dividing the NAVD 88
 JP0015.geopotential number by the normal gravity value computed on the
 JP0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0015.degrees latitude (g = 980.6199 gals.).
 JP0015
 JP0015.The modeled gravity was interpolated from observed gravity values.
 JP0015
 JP0015;                    North         East    Units  Estimated Accuracy
 JP0015;SPC NV E     - 8,384,040.      286,990.      MT  (+/- 180 meters Scaled)
 JP0015
 JP0015                          SUPERSEDED SURVEY CONTROL
 JP0015
 JP0015  NGVD 29 (??/??/92) 1858.075  (m)         6096.03   (f) ADJ UNCH    2 0
 JP0015
 JP0015.Superseded values are not recommended for survey control.
 JP0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0015.See file dsdata.txt to determine how the superseded data were derived.
 JP0015
 JP0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC110315(NAD 83)
 JP0015_MARKER: DB = BENCH MARK DISK
 JP0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0015_STAMPING: F 63 1934
 JP0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0015+STABILITY: SURFACE MOTION
 JP0015
 JP0015  HISTORY     - Date     Condition        Report By
 JP0015  HISTORY     - 1934     MONUMENTED       CGS
 JP0015
 JP0015                          STATION DESCRIPTION
 JP0015
 JP0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0015'21.2 MI N FROM PIOCHE.
 JP0015'21.2 MILES NORTH ALONG U. S. HIGHWAY 93 FROM PIOCHE, LINCOLN COUNTY,
 JP0015'AT STATION A 413+30, AND 45 FEET WEST OF THE CENTERLINE OF THE
 JP0015'HIGHWAY.  A STANDARD DISK, STAMPED F 63 1934 AND SET IN THE TOP OF A
 JP0015'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0162 ***********************************************************************
 MV0162  DESIGNATION -  F 65
 MV0162  PID         -  MV0162
 MV0162  STATE/COUNTY-  NV/WASHOE
 MV0162  USGS QUAD   -  DUCK LAKE (1979)
 MV0162
 MV0162                         *CURRENT SURVEY CONTROL
 MV0162  ___________________________________________________________________
 MV0162* NAD 83(1986)-  41 04 17.     (N)    119 53 15.     (W)     SCALED    
 MV0162* NAVD 88     -      1435.976  (meters)    4711.20   (feet)  ADJUSTED  
 MV0162  ___________________________________________________________________
 MV0162  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 MV0162  DYNAMIC HT  -        1434.871 (meters)    4707.57  (feet)  COMP
 MV0162  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 MV0162
 MV0162  VERT ORDER  -  SECOND    CLASS 0
 MV0162
 MV0162.The horizontal coordinates were scaled from a topographic map and have
 MV0162.an estimated accuracy of +/- 6 seconds.
 MV0162
 MV0162.The orthometric height was determined by differential leveling
 MV0162.and adjusted by the National Geodetic Survey in June 1991..
 MV0162
 MV0162.The geoid height was determined by GEOID03.
 MV0162
 MV0162.The dynamic height is computed by dividing the NAVD 88
 MV0162.geopotential number by the normal gravity value computed on the
 MV0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0162.degrees latitude (g = 980.6199 gals.).
 MV0162
 MV0162.The modeled gravity was interpolated from observed gravity values.
 MV0162
 MV0162;                    North         East    Units  Estimated Accuracy
 MV0162;SPC NV W     - 4,702,390.      690,400.      MT  (+/- 180 meters Scaled)
 MV0162
 MV0162                          SUPERSEDED SURVEY CONTROL
 MV0162
 MV0162  NGVD 29 (??/??/92) 1434.858  (m)         4707.53   (f) ADJ UNCH    2 0
 MV0162
 MV0162.Superseded values are not recommended for survey control.
 MV0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0162.See file dsdata.txt to determine how the superseded data were derived.
 MV0162
 MV0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF574507(NAD 83)
 MV0162_MARKER: DB = BENCH MARK DISK
 MV0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0162_STAMPING: F 65 1934
 MV0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0162+STABILITY: SURFACE MOTION
 MV0162
 MV0162  HISTORY     - Date     Condition        Report By
 MV0162  HISTORY     - 1934     MONUMENTED       CGS
 MV0162  HISTORY     - 1974     GOOD             NGS
 MV0162
 MV0162                          STATION DESCRIPTION
 MV0162
 MV0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MV0162'24.0 MI SE FROM EAGLEVILLE, CA.
 MV0162'10.2 MILES SE ALONG NEVADA HWY S1 FROM THE CAL-NV STATE LINE, 0.9 MILE
 MV0162'SOUTH OF THE LOST CREEK TURN-OFF, 36.5 FEET ENE OF THE HIGHWAY, A
 MV0162'STANDARD DISK, STAMPED F 65 1934 AND SET IN THE TOP OF CONCRETE POST
 MV0162'WHICH PROJECTS 0.6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0156 ***********************************************************************
 MV0156  DESIGNATION -  F 66
 MV0156  PID         -  MV0156
 MV0156  STATE/COUNTY-  NV/WASHOE
 MV0156  USGS QUAD   -  YELLOW HILLS WEST (1980)
 MV0156
 MV0156                         *CURRENT SURVEY CONTROL
 MV0156  ___________________________________________________________________
 MV0156* NAD 83(1986)-  41 29 16.     (N)    119 29 47.     (W)     SCALED    
 MV0156* NAVD 88     -      1742.922  (meters)    5718.24   (feet)  ADJUSTED  
 MV0156  ___________________________________________________________________
 MV0156  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 MV0156  DYNAMIC HT  -        1741.536 (meters)    5713.69  (feet)  COMP
 MV0156  MODELED GRAV-     979,765.9   (mgal)                       NAVD 88
 MV0156
 MV0156  VERT ORDER  -  SECOND    CLASS 0
 MV0156
 MV0156.The horizontal coordinates were scaled from a topographic map and have
 MV0156.an estimated accuracy of +/- 6 seconds.
 MV0156
 MV0156.The orthometric height was determined by differential leveling
 MV0156.and adjusted by the National Geodetic Survey in June 1991..
 MV0156
 MV0156.The geoid height was determined by GEOID03.
 MV0156
 MV0156.The dynamic height is computed by dividing the NAVD 88
 MV0156.geopotential number by the normal gravity value computed on the
 MV0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0156.degrees latitude (g = 980.6199 gals.).
 MV0156
 MV0156.The modeled gravity was interpolated from observed gravity values.
 MV0156
 MV0156;                    North         East    Units  Estimated Accuracy
 MV0156;SPC NV W     - 4,748,220.      723,760.      MT  (+/- 180 meters Scaled)
 MV0156
 MV0156                          SUPERSEDED SURVEY CONTROL
 MV0156
 MV0156  NGVD 29 (??/??/92) 1741.673  (m)         5714.14   (f) ADJ UNCH    2 0
 MV0156
 MV0156.Superseded values are not recommended for survey control.
 MV0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0156.See file dsdata.txt to determine how the superseded data were derived.
 MV0156
 MV0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF915959(NAD 83)
 MV0156_MARKER: DB = BENCH MARK DISK
 MV0156_SETTING: 66 = SET IN ROCK OUTCROP
 MV0156_SP_SET: BEDROCK
 MV0156_STAMPING: F 66 1934
 MV0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0156+STABILITY: POSITION/ELEVATION WELL
 MV0156
 MV0156  HISTORY     - Date     Condition        Report By
 MV0156  HISTORY     - 1934     MONUMENTED       CGS
 MV0156  HISTORY     - 1974     GOOD             USGS
 MV0156
 MV0156                          STATION DESCRIPTION
 MV0156
 MV0156'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MV0156'11.5 MI SE FROM VYA.
 MV0156'11.5 MILES SOUTHEAST ALONG THE OLD HIGH ROCK LAKE ROAD FROM THE JCT.
 MV0156'OF STATE HWY. 8A ABOUT 11.1 MILES EAST OF VYA, WASHOE COUNTY, 0.3 MILE
 MV0156'SOUTHWEST OF STEVENS CAMP, AT THE MOUTH OF THE SOUTH END OF A NARROW
 MV0156'CANYON IN HIGH ROCK CANYON, 38 FEET SOUTH OF A TRACK ROAD JUNCTION, 26
 MV0156'FEET SOUTHEAST OF A POINT OF A VERY LARGE ROCK OUTCROP, 12 FEET
 MV0156'SOUTHEAST OF A HISTORICAL SIGN ON A RAILROAD RAIL SIGNPOST, 10 FEET
 MV0156'SOUTHWEST OF CENTER LINE OF THE OLD TRAIL, SET IN BEDROCK FLUSH W/GRD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0040 ***********************************************************************
 MV0040  DESIGNATION -  F 67
 MV0040  PID         -  MV0040
 MV0040  STATE/COUNTY-  NV/HUMBOLDT
 MV0040  USGS QUAD   -  THOUSAND CREEK SPRING (1990)
 MV0040
 MV0040                         *CURRENT SURVEY CONTROL
 MV0040  ___________________________________________________________________
 MV0040* NAD 83(1986)-  41 52 35.     (N)    119 03 04.     (W)     SCALED    
 MV0040* NAVD 88     -      1501.998  (meters)    4927.81   (feet)  ADJUSTED  
 MV0040  ___________________________________________________________________
 MV0040  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 MV0040  DYNAMIC HT  -        1500.928 (meters)    4924.29  (feet)  COMP
 MV0040  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 MV0040
 MV0040  VERT ORDER  -  FIRST     CLASS II
 MV0040
 MV0040.The horizontal coordinates were scaled from a topographic map and have
 MV0040.an estimated accuracy of +/- 6 seconds.
 MV0040
 MV0040.The orthometric height was determined by differential leveling
 MV0040.and adjusted by the National Geodetic Survey in June 1991..
 MV0040
 MV0040.The geoid height was determined by GEOID03.
 MV0040
 MV0040.The dynamic height is computed by dividing the NAVD 88
 MV0040.geopotential number by the normal gravity value computed on the
 MV0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0040.degrees latitude (g = 980.6199 gals.).
 MV0040
 MV0040.The modeled gravity was interpolated from observed gravity values.
 MV0040
 MV0040;                    North         East    Units  Estimated Accuracy
 MV0040;SPC NV W     - 4,791,080.      761,170.      MT  (+/- 180 meters Scaled)
 MV0040
 MV0040                          SUPERSEDED SURVEY CONTROL
 MV0040
 MV0040  NGVD 29 (??/??/92) 1500.802  (m)         4923.88   (f) ADJ UNCH    1 2
 MV0040
 MV0040.Superseded values are not recommended for survey control.
 MV0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0040.See file dsdata.txt to determine how the superseded data were derived.
 MV0040
 MV0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG297380(NAD 83)
 MV0040_MARKER: DB = BENCH MARK DISK
 MV0040_SETTING: 66 = SET IN ROCK OUTCROP
 MV0040_SP_SET: ROCK OUTCROP
 MV0040_STAMPING: F 67 1934
 MV0040_MARK LOGO: CGS   
 MV0040_MAGNETIC: N = NO MAGNETIC MATERIAL
 MV0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0040+STABILITY: POSITION/ELEVATION WELL
 MV0040
 MV0040  HISTORY     - Date     Condition        Report By
 MV0040  HISTORY     - 1934     MONUMENTED       CGS
 MV0040  HISTORY     - 19880501 GOOD             USGS
 MV0040
 MV0040                          STATION DESCRIPTION
 MV0040
 MV0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0040'30.2 MI SW FROM DENIO.
 MV0040'DENIO, HUMBOLDT COUNTY, NEVADA, 3.0 MILES SOUTH OF, THENCE 27.2 MILES
 MV0040'WEST ALONG STATE HIGHWAY 8A, 7.9 MILES EAST OF THE CEDARVILLE
 MV0040'JUNCTION, 191 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 8A.  A
 MV0040'STANDARD DISK, STAMPED F 67 1934 AND SET IN THE TOP OF A LAVA OUTCROP
 MV0040'AND ABOUT 6 FEET NORTHWEST OF THE SOUTHWEST END.
 MV0040
 MV0040                          STATION RECOVERY (1988)
 MV0040
 MV0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 MV0040'3 MILES (4.8 KM) SOUTH OF DENIO ALONG STATE HIGHWAY 292 TO THE
 MV0040'JUNCTION WITH STATE HIGHWAY 140, THENCE 26.8 MILES (43.1 KM) WEST
 MV0040'ALONG STATE HIGHWAY 140, 8.2 MILES (13.2 KM) EAST OF THE CEDARVILLE
 MV0040'JUNCTION, 191 FEET (58.2 M) SOUTH OF THE CENTERLINE OF HIGHWAY 140, A
 MV0040'STANDARD DISK SET IN THE TOP OF A LAVA OUTCROP AND ABOUT 6 FEET
 MV0040'(1.8 M) NORTHWEST OF THE SOUTHEAST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0062 ***********************************************************************
 MV0062  DESIGNATION -  F 68
 MV0062  PID         -  MV0062
 MV0062  STATE/COUNTY-  NV/HUMBOLDT
 MV0062  USGS QUAD   -  KNOTT CREEK RANCH (1990)
 MV0062
 MV0062                         *CURRENT SURVEY CONTROL
 MV0062  ___________________________________________________________________
 MV0062* NAD 83(1986)-  41 38 39.     (N)    118 56 32.     (W)     SCALED    
 MV0062* NAVD 88     -      1564.885  (meters)    5134.13   (feet)  ADJUSTED  
 MV0062  ___________________________________________________________________
 MV0062  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 MV0062  DYNAMIC HT  -        1563.693 (meters)    5130.22  (feet)  COMP
 MV0062  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 MV0062
 MV0062  VERT ORDER  -  SECOND    CLASS 0
 MV0062
 MV0062.The horizontal coordinates were scaled from a topographic map and have
 MV0062.an estimated accuracy of +/- 6 seconds.
 MV0062
 MV0062.The orthometric height was determined by differential leveling
 MV0062.and adjusted by the National Geodetic Survey in June 1991..
 MV0062
 MV0062.The geoid height was determined by GEOID03.
 MV0062
 MV0062.The dynamic height is computed by dividing the NAVD 88
 MV0062.geopotential number by the normal gravity value computed on the
 MV0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0062.degrees latitude (g = 980.6199 gals.).
 MV0062
 MV0062.The modeled gravity was interpolated from observed gravity values.
 MV0062
 MV0062;                    North         East    Units  Estimated Accuracy
 MV0062;SPC NV W     - 4,765,240.      770,100.      MT  (+/- 180 meters Scaled)
 MV0062
 MV0062                          SUPERSEDED SURVEY CONTROL
 MV0062
 MV0062  NGVD 29 (??/??/92) 1563.718  (m)         5130.30   (f) ADJ UNCH    2 0
 MV0062
 MV0062.Superseded values are not recommended for survey control.
 MV0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0062.See file dsdata.txt to determine how the superseded data were derived.
 MV0062
 MV0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG382120(NAD 83)
 MV0062_MARKER: DB = BENCH MARK DISK
 MV0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0062_STAMPING: F 68 1934
 MV0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0062+STABILITY: SURFACE MOTION
 MV0062
 MV0062  HISTORY     - Date     Condition        Report By
 MV0062  HISTORY     - 1934     MONUMENTED       CGS
 MV0062
 MV0062                          STATION DESCRIPTION
 MV0062
 MV0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0062'21.1 MI NW FROM LEONARD CREEK RANCH.
 MV0062'17.0 MILES NORTHWEST ALONG THE ROAD LEADING TO DENIO, NEVADA, FROM THE
 MV0062'SCHOOLHOUSE AT LEONARD CREEK RANCH, HUMBOLDT COUNTY, THENCE 2.0 MILES
 MV0062'WEST ALONG THE ROAD LEADING TO SUMMIT LAKE TO A ROAD FORK, THENCE 1.0
 MV0062'MILE WEST ON THE RIGHT FORK TO A ROAD FORK, THENCE SOUTHWEST 0.9 MILE
 MV0062'ON THE LEFT FORK TO A ROAD FORK, THENCE 0.2 MILE SOUTHWEST ON THE
 MV0062'RIGHT FORK.  AT THE TOP OF A RIDGE, AND 70 FEET EAST OF THE CENTERLINE
 MV0062'OF THE ROAD.  A STANDARD DISK STAMPED F 68 1934 AND SET IN THE TOP OF
 MV0062'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0396 ***********************************************************************
 LS0396  DESIGNATION -  F 69
 LS0396  PID         -  LS0396
 LS0396  STATE/COUNTY-  NV/WASHOE
 LS0396  USGS QUAD   -  GERLACH (1990)
 LS0396
 LS0396                         *CURRENT SURVEY CONTROL
 LS0396  ___________________________________________________________________
 LS0396* NAD 83(1986)-  40 40 56.     (N)    119 20 10.     (W)     SCALED    
 LS0396* NAVD 88     -      1191.882  (meters)    3910.37   (feet)  ADJUSTED  
 LS0396  ___________________________________________________________________
 LS0396  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 LS0396  DYNAMIC HT  -        1190.969 (meters)    3907.37  (feet)  COMP
 LS0396  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 LS0396
 LS0396  VERT ORDER  -  SECOND    CLASS 0
 LS0396
 LS0396.The horizontal coordinates were scaled from a topographic map and have
 LS0396.an estimated accuracy of +/- 6 seconds.
 LS0396
 LS0396.The orthometric height was determined by differential leveling
 LS0396.and adjusted by the National Geodetic Survey in June 1991..
 LS0396
 LS0396.The geoid height was determined by GEOID03.
 LS0396
 LS0396.The dynamic height is computed by dividing the NAVD 88
 LS0396.geopotential number by the normal gravity value computed on the
 LS0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0396.degrees latitude (g = 980.6199 gals.).
 LS0396
 LS0396.The modeled gravity was interpolated from observed gravity values.
 LS0396
 LS0396;                    North         East    Units  Estimated Accuracy
 LS0396;SPC NV W     - 4,658,630.      736,370.      MT  (+/- 180 meters Scaled)
 LS0396
 LS0396                          SUPERSEDED SURVEY CONTROL
 LS0396
 LS0396  NGVD 29 (??/??/92) 1190.906  (m)         3907.16   (f) ADJ UNCH    2 0
 LS0396
 LS0396.Superseded values are not recommended for survey control.
 LS0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0396.See file dsdata.txt to determine how the superseded data were derived.
 LS0396
 LS0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF025061(NAD 83)
 LS0396_MARKER: DB = BENCH MARK DISK
 LS0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0396_STAMPING: F 69 1934
 LS0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0396+STABILITY: SURFACE MOTION
 LS0396
 LS0396  HISTORY     - Date     Condition        Report By
 LS0396  HISTORY     - 1934     MONUMENTED       CGS
 LS0396
 LS0396                          STATION DESCRIPTION
 LS0396
 LS0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0396'2.3 MI NE FROM GERLACH.
 LS0396'2.3 MILES NORTHEAST OF WESTERN PACIFIC RR STATION 36 FEET NORTHWEST OF
 LS0396'CENTERLINE OF ROAD TO SULPHUR AND SOLDIER MEADOWS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0031 ***********************************************************************
 LS0031  DESIGNATION -  F 7
 LS0031  PID         -  LS0031
 LS0031  STATE/COUNTY-  NV/PERSHING
 LS0031  USGS QUAD   -  MILL CITY (1987)
 LS0031
 LS0031                         *CURRENT SURVEY CONTROL
 LS0031  ___________________________________________________________________
 LS0031* NAD 83(1986)-  40 44 10.     (N)    118 02 05.     (W)     SCALED    
 LS0031* NAVD 88     -      1297.352  (meters)    4256.40   (feet)  ADJUSTED  
 LS0031  ___________________________________________________________________
 LS0031  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 LS0031  DYNAMIC HT  -        1296.354 (meters)    4253.12  (feet)  COMP
 LS0031  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 LS0031
 LS0031  VERT ORDER  -  FIRST     CLASS II
 LS0031
 LS0031.The horizontal coordinates were scaled from a topographic map and have
 LS0031.an estimated accuracy of +/- 6 seconds.
 LS0031
 LS0031.The orthometric height was determined by differential leveling
 LS0031.and adjusted by the National Geodetic Survey in June 1991..
 LS0031
 LS0031.The geoid height was determined by GEOID03.
 LS0031
 LS0031.The dynamic height is computed by dividing the NAVD 88
 LS0031.geopotential number by the normal gravity value computed on the
 LS0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0031.degrees latitude (g = 980.6199 gals.).
 LS0031
 LS0031.The modeled gravity was interpolated from observed gravity values.
 LS0031
 LS0031;                    North         East    Units  Estimated Accuracy
 LS0031;SPC NV W     - 4,664,490.      846,340.      MT  (+/- 180 meters Scaled)
 LS0031
 LS0031                          SUPERSEDED SURVEY CONTROL
 LS0031
 LS0031  NGVD 29 (??/??/92) 1296.37   (m)         4253.2    (f) COMPUTED    1 2
 LS0031
 LS0031.Superseded values are not recommended for survey control.
 LS0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0031.See file dsdata.txt to determine how the superseded data were derived.
 LS0031
 LS0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF126099(NAD 83)
 LS0031_MARKER: DB = BENCH MARK DISK
 LS0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0031_STAMPING: 4252.800
 LS0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0031+STABILITY: SURFACE MOTION
 LS0031
 LS0031  HISTORY     - Date     Condition        Report By
 LS0031  HISTORY     - 1914     MONUMENTED       CGS
 LS0031  HISTORY     - 1953     GOOD             CGS
 LS0031
 LS0031                          STATION DESCRIPTION
 LS0031
 LS0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0031'4.0 MI NE FROM MILL CITY.
 LS0031'4.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LS0031'THE STATION AT MILL CITY, 258 1/2 FEET SOUTHEAST OF AND DIRECTLY
 LS0031'ACROSS THE TRACK FROM THE 4TH. POLE (NO. 10B) SOUTHWEST OF MILEPOLE
 LS0031'393, 180 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5.7 FEET NORTHWEST
 LS0031'OF A FENCE, 1.4 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 LS0031'THAN THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 LS0031'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0134 ***********************************************************************
 MV0134  DESIGNATION -  F 70
 MV0134  PID         -  MV0134
 MV0134  STATE/COUNTY-  NV/HUMBOLDT
 MV0134  USGS QUAD   -  MUD MEADOW (1980)
 MV0134
 MV0134                         *CURRENT SURVEY CONTROL
 MV0134  ___________________________________________________________________
 MV0134* NAD 83(1986)-  41 18 24.     (N)    119 10 33.     (W)     SCALED    
 MV0134* NAVD 88     -      1327.643  (meters)    4355.78   (feet)  ADJUSTED  
 MV0134  ___________________________________________________________________
 MV0134  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 MV0134  DYNAMIC HT  -        1326.695 (meters)    4352.67  (feet)  COMP
 MV0134  MODELED GRAV-     979,863.7   (mgal)                       NAVD 88
 MV0134
 MV0134  VERT ORDER  -  SECOND    CLASS 0
 MV0134
 MV0134.The horizontal coordinates were scaled from a topographic map and have
 MV0134.an estimated accuracy of +/- 6 seconds.
 MV0134
 MV0134.The orthometric height was determined by differential leveling
 MV0134.and adjusted by the National Geodetic Survey in June 1991..
 MV0134
 MV0134.The geoid height was determined by GEOID03.
 MV0134
 MV0134.The dynamic height is computed by dividing the NAVD 88
 MV0134.geopotential number by the normal gravity value computed on the
 MV0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0134.degrees latitude (g = 980.6199 gals.).
 MV0134
 MV0134.The modeled gravity was interpolated from observed gravity values.
 MV0134
 MV0134;                    North         East    Units  Estimated Accuracy
 MV0134;SPC NV W     - 4,727,870.      750,390.      MT  (+/- 180 meters Scaled)
 MV0134
 MV0134                          SUPERSEDED SURVEY CONTROL
 MV0134
 MV0134  NGVD 29 (??/??/92) 1326.590  (m)         4352.32   (f) ADJ UNCH    2 0
 MV0134
 MV0134.Superseded values are not recommended for survey control.
 MV0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0134.See file dsdata.txt to determine how the superseded data were derived.
 MV0134
 MV0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF178750(NAD 83)
 MV0134_MARKER: DB = BENCH MARK DISK
 MV0134_SETTING: 80 = SET IN A BOULDER
 MV0134_SP_SET: BOULDER
 MV0134_STAMPING: F 70 1934
 MV0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0134+STABILITY: SURFACE MOTION
 MV0134
 MV0134  HISTORY     - Date     Condition        Report By
 MV0134  HISTORY     - 1934     MONUMENTED       CGS
 MV0134
 MV0134                          STATION DESCRIPTION
 MV0134
 MV0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0134'6.5 MI SW FROM SOLDIER MEADOWS RANCH.
 MV0134'6.5 MILES SOUTHWEST ALONG THE ROAD LEADING TO GERLACH FROM THE
 MV0134'RANCHHOUSE AT SOLDIER MEADOWS RANCH, HUMBOLDT COUNTY, AT THE TOP OF A
 MV0134'RIDGE ABOVE SOLDIER CREEK, 40 FEET SOUTH OF THE CENTERLINE OF THE
 MV0134'ROAD, AND IN THE TOP OF A POINTED BOULDER.  A STANDARD DISK, STAMPED F
 MV0134'70 1934.  NOTE-- 6.4 MI SOUTHERLY ALONG THE ROAD LEADING TO GERLACH
 MV0134'FROM THE RANCHHOUSE AT SOLDIERS MEADOWS RANCH TO A ROAD FORK LEFT.
 MV0134'DRIVE SE FOR 0.5 MI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0434 ***********************************************************************
 LS0434  DESIGNATION -  F 71
 LS0434  PID         -  LS0434
 LS0434  STATE/COUNTY-  NV/WASHOE
 LS0434  USGS QUAD   -  EMERSON PASS (1990)
 LS0434
 LS0434                         *CURRENT SURVEY CONTROL
 LS0434  ___________________________________________________________________
 LS0434* NAD 83(1986)-  40 18 41.     (N)    119 40 59.     (W)     SCALED    
 LS0434* NAVD 88     -      1209.093  (meters)    3966.83   (feet)  POSTED    
 LS0434  ___________________________________________________________________
 LS0434  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 LS0434  DYNAMIC HT  -        1208.150 (meters)    3963.74  (feet)  COMP
 LS0434  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 LS0434
 LS0434  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0434
 LS0434.The horizontal coordinates were scaled from a topographic map and have
 LS0434.an estimated accuracy of +/- 6 seconds.
 LS0434
 LS0434.The orthometric height was determined by differential leveling
 LS0434.and adjusted by the National Geodetic Survey in 1992..
 LS0434.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0434.rate of 0.0 thru 1.0 mm/km.
 LS0434
 LS0434.The geoid height was determined by GEOID03.
 LS0434
 LS0434.The dynamic height is computed by dividing the NAVD 88
 LS0434.geopotential number by the normal gravity value computed on the
 LS0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0434.degrees latitude (g = 980.6199 gals.).
 LS0434
 LS0434.The modeled gravity was interpolated from observed gravity values.
 LS0434
 LS0434;                    North         East    Units  Estimated Accuracy
 LS0434;SPC NV W     - 4,617,770.      706,530.      MT  (+/- 180 meters Scaled)
 LS0434
 LS0434                          SUPERSEDED SURVEY CONTROL
 LS0434
 LS0434  NGVD 29 (??/??/92) 1208.095  (m)         3963.56   (f) ADJ UNCH    2 0
 LS0434
 LS0434.Superseded values are not recommended for survey control.
 LS0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0434.See file dsdata.txt to determine how the superseded data were derived.
 LS0434
 LS0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE720657(NAD 83)
 LS0434_MARKER: DD = SURVEY DISK
 LS0434_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LS0434_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LS0434_STAMPING: F 71 1934
 LS0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0434
 LS0434  HISTORY     - Date     Condition        Report By
 LS0434  HISTORY     - 1934     MONUMENTED       USGLO
 LS0434  HISTORY     - 1964     POOR             USGS
 LS0434
 LS0434                          STATION DESCRIPTION
 LS0434
 LS0434'DESCRIBED BY US GENERAL LAND OFFICE 1934
 LS0434'2.3 MI W FROM SANO.
 LS0434'2.3 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION
 LS0434'SIGN AT SANO, WASHOE COUNTY, 9 POLES EAST ACROSS THE TRACK FROM
 LS0434'MILEPOST 403, 325 FEET EAST OF WOODEN BRIDGE NO. 402-71, AND 36 FEET
 LS0434'SOUTH OF THE SOUTH RAIL.  A UNITED STATES GENERAL LAND OFFICE STANDARD
 LS0434'CAP, STAMPED F 71 1934 AND RIVETED ON THE TOP OF AN IRON PIPE.
 LS0434
 LS0434                          STATION RECOVERY (1964)
 LS0434
 LS0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LS0434'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0341 ***********************************************************************
 LS0341  DESIGNATION -  F 72
 LS0341  PID         -  LS0341
 LS0341  STATE/COUNTY-  NV/PERSHING
 LS0341  USGS QUAD   -  CHOLONA (1981)
 LS0341
 LS0341                         *CURRENT SURVEY CONTROL
 LS0341  ___________________________________________________________________
 LS0341* NAD 83(1986)-  40 51 37.     (N)    118 52 49.     (W)     SCALED    
 LS0341* NAVD 88     -      1224.886  (meters)    4018.65   (feet)  ADJUSTED  
 LS0341  ___________________________________________________________________
 LS0341  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 LS0341  DYNAMIC HT  -        1223.989 (meters)    4015.70  (feet)  COMP
 LS0341  MODELED GRAV-     979,849.5   (mgal)                       NAVD 88
 LS0341
 LS0341  VERT ORDER  -  SECOND    CLASS 0
 LS0341
 LS0341.The horizontal coordinates were scaled from a topographic map and have
 LS0341.an estimated accuracy of +/- 6 seconds.
 LS0341
 LS0341.The orthometric height was determined by differential leveling
 LS0341.and adjusted by the National Geodetic Survey in June 1991..
 LS0341
 LS0341.The geoid height was determined by GEOID03.
 LS0341
 LS0341.The dynamic height is computed by dividing the NAVD 88
 LS0341.geopotential number by the normal gravity value computed on the
 LS0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0341.degrees latitude (g = 980.6199 gals.).
 LS0341
 LS0341.The modeled gravity was interpolated from observed gravity values.
 LS0341
 LS0341;                    North         East    Units  Estimated Accuracy
 LS0341;SPC NV W     - 4,678,170.      774,970.      MT  (+/- 180 meters Scaled)
 LS0341
 LS0341                          SUPERSEDED SURVEY CONTROL
 LS0341
 LS0341  NGVD 29 (??/??/92) 1223.883  (m)         4015.36   (f) ADJ UNCH    2 0
 LS0341
 LS0341.Superseded values are not recommended for survey control.
 LS0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0341.See file dsdata.txt to determine how the superseded data were derived.
 LS0341
 LS0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF415249(NAD 83)
 LS0341_MARKER: DB = BENCH MARK DISK
 LS0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0341_SP_SET: CONCRETE POST
 LS0341_STAMPING: F 72 1934
 LS0341_MARK LOGO: CGS   
 LS0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0341+STABILITY: SURFACE MOTION
 LS0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0341+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1972
 LS0341
 LS0341  HISTORY     - Date     Condition        Report By
 LS0341  HISTORY     - 1934     MONUMENTED       CGS
 LS0341  HISTORY     - 1969     GOOD             NGS
 LS0341  HISTORY     - 19720809 GOOD             USGS
 LS0341
 LS0341                          STATION DESCRIPTION
 LS0341
 LS0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0341'7.6 MI W FROM SULPHUR.
 LS0341'IN PERSHING COUNTY, 7.6 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD
 LS0341'FROM THE STATION AT SULPHUR, HUMBOLDT COUNTY, 18 FEET EAST OF THE
 LS0341'SIXTH POLE EAST OF MILEPOST 467, AND 45 FEET NORTH OF THE NEAREST
 LS0341'RAIL.  A STANDARD DISK, STAMPED F 72 1934 AND SET IN THE TOP OF A
 LS0341'CONCRETE POST.
 LS0341
 LS0341                          STATION RECOVERY (1969)
 LS0341
 LS0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LS0341'RECOVERED IN GOOD CONDITION.
 LS0341
 LS0341                          STATION RECOVERY (1972)
 LS0341
 LS0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LS0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0358 ***********************************************************************
 LS0358  DESIGNATION -  F 73
 LS0358  PID         -  LS0358
 LS0358  STATE/COUNTY-  NV/PERSHING
 LS0358  USGS QUAD   -  SULPHUR (1981)
 LS0358
 LS0358                         *CURRENT SURVEY CONTROL
 LS0358  ___________________________________________________________________
 LS0358* NAD 83(1986)-  40 47 13.     (N)    118 38 44.     (W)     SCALED    
 LS0358* NAVD 88     -      1471.846  (meters)    4828.88   (feet)  ADJUSTED  
 LS0358  ___________________________________________________________________
 LS0358  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 LS0358  DYNAMIC HT  -        1470.720 (meters)    4825.19  (feet)  COMP
 LS0358  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 LS0358
 LS0358  VERT ORDER  -  SECOND    CLASS 0
 LS0358
 LS0358.The horizontal coordinates were scaled from a topographic map and have
 LS0358.an estimated accuracy of +/- 6 seconds.
 LS0358
 LS0358.The orthometric height was determined by differential leveling
 LS0358.and adjusted by the National Geodetic Survey in June 1991..
 LS0358
 LS0358.The geoid height was determined by GEOID03.
 LS0358
 LS0358.The dynamic height is computed by dividing the NAVD 88
 LS0358.geopotential number by the normal gravity value computed on the
 LS0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0358.degrees latitude (g = 980.6199 gals.).
 LS0358
 LS0358.The modeled gravity was interpolated from observed gravity values.
 LS0358
 LS0358;                    North         East    Units  Estimated Accuracy
 LS0358;SPC NV W     - 4,669,990.      794,750.      MT  (+/- 180 meters Scaled)
 LS0358
 LS0358                          SUPERSEDED SURVEY CONTROL
 LS0358
 LS0358  NGVD 29 (??/??/92) 1470.829  (m)         4825.54   (f) ADJ UNCH    2 0
 LS0358
 LS0358.Superseded values are not recommended for survey control.
 LS0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0358.See file dsdata.txt to determine how the superseded data were derived.
 LS0358
 LS0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF611164(NAD 83)
 LS0358_MARKER: DB = BENCH MARK DISK
 LS0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0358_STAMPING: F 73 1934
 LS0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0358+STABILITY: SURFACE MOTION
 LS0358
 LS0358  HISTORY     - Date     Condition        Report By
 LS0358  HISTORY     - 1934     MONUMENTED       CGS
 LS0358
 LS0358                          STATION DESCRIPTION
 LS0358
 LS0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0358'9.2 MI SE FROM SULPHUR.
 LS0358'IN PERSHING COUNTY, 9.2 MILES SOUTHEAST ALONG THE LOVELOCK ROAD FROM
 LS0358'THE WESTERN PACIFIC RAILROAD STATION AT SULPHUR, HUMBOLDT COUNTY, 1.5
 LS0358'MILES SOUTH OF THE JUNCTION OF A ROAD LEADING EAST TO THE ROSEBUD
 LS0358'MINE, AT THE SOUTHEAST END OF A CURVE AROUND A RIDGE, AND 45 FEET
 LS0358'SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED F
 LS0358'73 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0311 ***********************************************************************
 LS0311  DESIGNATION -  F 74
 LS0311  PID         -  LS0311
 LS0311  STATE/COUNTY-  NV/PERSHING
 LS0311  USGS QUAD   -  WEST OF LOVELOCK (1987)
 LS0311
 LS0311                         *CURRENT SURVEY CONTROL
 LS0311  ___________________________________________________________________
 LS0311* NAD 83(1986)-  40 12 07.     (N)    118 31 17.     (W)     SCALED    
 LS0311* NAVD 88     -      1227.192  (meters)    4026.21   (feet)  ADJUSTED  
 LS0311  ___________________________________________________________________
 LS0311  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 LS0311  DYNAMIC HT  -        1226.221 (meters)    4023.03  (feet)  COMP
 LS0311  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 LS0311
 LS0311  VERT ORDER  -  FIRST     CLASS II
 LS0311
 LS0311.The horizontal coordinates were scaled from a topographic map and have
 LS0311.an estimated accuracy of +/- 6 seconds.
 LS0311
 LS0311.The orthometric height was determined by differential leveling
 LS0311.and adjusted by the National Geodetic Survey in June 1991..
 LS0311.WARNING-Repeat measurements at this control monument indicate possible
 LS0311.vertical movement.
 LS0311
 LS0311.The geoid height was determined by GEOID03.
 LS0311
 LS0311.The dynamic height is computed by dividing the NAVD 88
 LS0311.geopotential number by the normal gravity value computed on the
 LS0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0311.degrees latitude (g = 980.6199 gals.).
 LS0311
 LS0311.The modeled gravity was interpolated from observed gravity values.
 LS0311
 LS0311;                    North         East    Units  Estimated Accuracy
 LS0311;SPC NV W     - 4,605,040.      805,270.      MT  (+/- 180 meters Scaled)
 LS0311
 LS0311                          SUPERSEDED SURVEY CONTROL
 LS0311
 LS0311  NGVD 29 (??/??/92) 1226.269  (m)         4023.18   (f) ADJ UNCH    1 2
 LS0311
 LS0311.Superseded values are not recommended for survey control.
 LS0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0311.See file dsdata.txt to determine how the superseded data were derived.
 LS0311
 LS0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE705512(NAD 83)
 LS0311_MARKER: DB = BENCH MARK DISK
 LS0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0311_SP_SET: CONCRETE POST
 LS0311_STAMPING: F 74 1934
 LS0311_MARK LOGO: CGS   
 LS0311_PROJECTION: PROJECTING 10 CENTIMETERS
 LS0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0311+STABILITY: SURFACE MOTION
 LS0311
 LS0311  HISTORY     - Date     Condition        Report By
 LS0311  HISTORY     - 1934     MONUMENTED       CGS
 LS0311  HISTORY     - 1986     GOOD             NGS
 LS0311
 LS0311                          STATION DESCRIPTION
 LS0311
 LS0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0311'3.9 MI NW FROM LOVELOCK.
 LS0311'3.9 MILES NORTHWEST ALONG THE SULPHUR ROAD FROM THE COURTHOUSE AT
 LS0311'LOVELOCK, PERSHING COUNTY, AT THE JUNCTION OF A ROAD LEADING
 LS0311'SOUTHWEST, 57 FEET NORTHEAST OF THE CENTERLINE OF THE SIDE ROAD, AND
 LS0311'57 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD.  A STANDARD DISK,
 LS0311'STAMPED F 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LS0311
 LS0311                          STATION RECOVERY (1986)
 LS0311
 LS0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0311'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.14 KM (0.09
 LS0311'MI) NORTHWEST ALONG MAIN STREET FROM THE INTERSECTION OF CORNELL
 LS0311'AVENUE IN LOVELOCK, THENCE 0.8 KM (0.5 MI) NORTH ALONG CENTRAL AVENUE
 LS0311'TO THE CITY LIMIT, THENCE CONTINUE 1.6 KM (1.0 MI) NORTH ALONG
 LS0311'MERIDIAN ROAD, THENCE 3.9 KM (2.4 MI) WEST ALONG PITT ROAD, 0.23 KM
 LS0311'(0.14 MI) WEST OF THE T-JUNCTION OF LONE MOUNTAIN ROAD, ON THE OUTSIDE
 LS0311'OF A CURVE, 31.7 METERS (104 FT) SOUTH OF THE CENTERLINE OF THE ROAD.
 LS0311'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LS0311'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0204 ***********************************************************************
 MU0204  DESIGNATION -  F 75
 MU0204  PID         -  MU0204
 MU0204  STATE/COUNTY-  NV/HUMBOLDT
 MU0204  USGS QUAD   -  RED HOUSE FLAT WEST (1988)
 MU0204
 MU0204                         *CURRENT SURVEY CONTROL
 MU0204  ___________________________________________________________________
 MU0204* NAD 83(1994)-  41 04 32.45722(N)    117 16 33.80560(W)     ADJUSTED  
 MU0204* NAVD 88     -      1360.927  (meters)    4464.97   (feet)  POSTED    
 MU0204  ___________________________________________________________________
 MU0204  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 MU0204  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 MU0204  DYNAMIC HT  -        1359.910 (meters)    4461.64  (feet)  COMP
 MU0204  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 MU0204
 MU0204  HORZ ORDER  -  SECOND
 MU0204  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MU0204
 MU0204.The horizontal coordinates were established by classical geodetic methods
 MU0204.and adjusted by the National Geodetic Survey in June 1998..
 MU0204
 MU0204.The orthometric height was determined by differential leveling
 MU0204.and adjusted by the National Geodetic Survey in 1992..
 MU0204.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MU0204.rate of 3.1 thru 4.0 mm/km.
 MU0204
 MU0204.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0204
 MU0204.The geoid height was determined by GEOID03.
 MU0204
 MU0204.The dynamic height is computed by dividing the NAVD 88
 MU0204.geopotential number by the normal gravity value computed on the
 MU0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0204.degrees latitude (g = 980.6199 gals.).
 MU0204
 MU0204.The modeled gravity was interpolated from observed gravity values.
 MU0204
 MU0204;                    North         East     Units Scale Factor Converg.
 MU0204;SPC NV W     - 4,702,873.155   909,852.355   MT  1.00004848   +0 51 32.5
 MU0204;SPC NV W     -15,429,343.01  2,985,073.93   sFT  1.00004848   +0 51 32.5
 MU0204;UTM  11      - 4,547,195.307   476,809.739   MT  0.99960662   -0 10 53.0
 MU0204
 MU0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0204!SPC NV W     -   0.99978968  x   1.00004848  =   0.99983815
 MU0204!UTM  11      -   0.99978968  x   0.99960662  =   0.99939638
 MU0204
 MU0204|---------------------------------------------------------------------|
 MU0204| PID    Reference Object                     Distance      Geod. Az  |
 MU0204|                                                           dddmmss.s |
 MU0204| CD6791 F 75 RM 1                            27.437 METERS 17127     |
 MU0204| CD6790 F 75 AZ MK                                         2233859.9 |
 MU0204| CD6792 F 75 RM 2                            13.262 METERS 24826     |
 MU0204|---------------------------------------------------------------------|
 MU0204
 MU0204                          SUPERSEDED SURVEY CONTROL
 MU0204
 MU0204  NAD 83(1986)-  41 04 32.46112(N)    117 16 33.80237(W) AD(       ) 2
 MU0204  NAD 27      -  41 04 32.81170(N)    117 16 30.38300(W) AD(       ) 2
 MU0204  NGVD 29 (??/??/92) 1359.925  (m)         4461.69   (f) ADJ UNCH    2 0
 MU0204
 MU0204.Superseded values are not recommended for survey control.
 MU0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0204.See file dsdata.txt to determine how the superseded data were derived.
 MU0204
 MU0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF7681047195(NAD 83)
 MU0204_MARKER: DB = BENCH MARK DISK
 MU0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0204_STAMPING: F-75 1934
 MU0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0204+STABILITY: SURFACE MOTION
 MU0204
 MU0204  HISTORY     - Date     Condition        Report By
 MU0204  HISTORY     - 1934     MONUMENTED       CGS
 MU0204  HISTORY     - 1958     GOOD             CGS
 MU0204
 MU0204                          STATION DESCRIPTION
 MU0204
 MU0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0204'13.5 MI NE FROM GOLCONDA.
 MU0204'15.3 MILES NORTHEAST OF S.P.RR. STATION AT GOLCONDA 54 FEET SOUTHEAST
 MU0204'OF CENTER LINE OF ROAD FROM GOLCONDA TO MIDAS.  36 FEET SOUTHWEST OF
 MU0204'CENTER LINE OF ROAD FORKING TO SOUTHEAST TO REDHOUSE.
 MU0204
 MU0204                          STATION RECOVERY (1958)
 MU0204
 MU0204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 MU0204'THE STATION IS LOCATED AIRLINE ABOUT 14 MILES NORTHEAST OF
 MU0204'GOLCONDA AND 5-1/2 MILES NORTH-NORTHWEST OF REDHOUSE RAILROAD
 MU0204'STATION.  ALONG THE WEST SIDE OF STATE HIGHWAY NO. 18.
 MU0204'
 MU0204'TO REACH THE STATION FROM GOLCONDA GO EAST ON U.S. HIGHWAY
 MU0204'NO. 40 FOR 2.1 MILES TO THE JUNCTION OF HIGHWAY 40 AND STATE
 MU0204'HIGHWAY 18.  TURN LEFT AND GO NORTHERLY ON STATE HIGHWAY
 MU0204'18 FOR 13.1 MILES TO THE AZIMUTH MARK ON LEFT SIDE OF THE
 MU0204'ROAD.  CONTINUE NORTHERLY ON STATE HIGHWAY 18 FOR 0.4
 MU0204'MILE TO A DIAGONAL CROSSROAD AND THE STATION.
 MU0204'
 MU0204'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH
 MU0204'MARK STAMPED F75 1934 SET IN THE TOP OF A 12-INCH CONCRETE
 MU0204'CYLINDER WHICH PROJECTS ABOUT 12 INCHES ABOVE THE GROUND.
 MU0204'IT IS ABOUT 180 FEET SOUTHWEST OF THE CENTER OF THE DIAGONAL
 MU0204'CROSSROAD, 48 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 MU0204'NO. 18, 54 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST GRAVEL
 MU0204'ROAD AND 8 FEET SOUTHEAST OF A WHITE WITNESS POST.
 MU0204'
 MU0204'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BM F75 NO
 MU0204'1 1958 SET IN A DRILL HOLE IN A BOULDER 12 INCHES IN DIAMETER
 MU0204'WHICH IS ABOUT FLUSH WITH THE GROUND.  IT IS LOCATED 27 FEET
 MU0204'EAST OF THE CENTERLINE OF STATE HIGHWAY NO. 18.
 MU0204'
 MU0204'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BM F 75 NO
 MU0204'2 1958 SET IN A DRILL HOLE IN A BOULDER 12 INCHES IN DIAMETER
 MU0204'WHICH IS ABOUT FLUSH WITH THE GROUND.  IT IS LOCATED 60 FEET WEST
 MU0204'OF THE CENTERLINE OF STATE HIGHWAY NO. 18.
 MU0204'
 MU0204'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BM F75 1958 SET IN
 MU0204'A DRILL HOLE IN A BOULDER 8 INCHES IN DIAMETER WHICH IS ABOUT
 MU0204'FLUSH WITH THE GROUND.  IT IS LOCATED 60 FEET NORTHWEST OF THE
 MU0204'CENTERLINE OF STATE HIGHWAY NO. 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0132 ***********************************************************************
 LR0132  DESIGNATION -  F 77
 LR0132  PID         -  LR0132
 LR0132  STATE/COUNTY-  NV/EUREKA
 LR0132  USGS QUAD   -  PAPOOSE CANYON (1985)
 LR0132
 LR0132                         *CURRENT SURVEY CONTROL
 LR0132  ___________________________________________________________________
 LR0132* NAD 83(1986)-  40 24 10.     (N)    116 06 51.     (W)     SCALED    
 LR0132* NAVD 88     -      1572.194  (meters)    5158.11   (feet)  ADJUSTED  
 LR0132  ___________________________________________________________________
 LR0132  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 LR0132  DYNAMIC HT  -        1570.812 (meters)    5153.57  (feet)  COMP
 LR0132  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 LR0132
 LR0132  VERT ORDER  -  SECOND    CLASS 0
 LR0132
 LR0132.The horizontal coordinates were scaled from a topographic map and have
 LR0132.an estimated accuracy of +/- 6 seconds.
 LR0132
 LR0132.The orthometric height was determined by differential leveling
 LR0132.and adjusted by the National Geodetic Survey in June 1991..
 LR0132
 LR0132.The geoid height was determined by GEOID03.
 LR0132
 LR0132.The dynamic height is computed by dividing the NAVD 88
 LR0132.geopotential number by the normal gravity value computed on the
 LR0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0132.degrees latitude (g = 980.6199 gals.).
 LR0132
 LR0132.The modeled gravity was interpolated from observed gravity values.
 LR0132
 LR0132;                    North         East    Units  Estimated Accuracy
 LR0132;SPC NV E     - 8,627,470.      154,940.      MT  (+/- 180 meters Scaled)
 LR0132
 LR0132                          SUPERSEDED SURVEY CONTROL
 LR0132
 LR0132  NGVD 29 (??/??/92) 1571.078  (m)         5154.45   (f) ADJ UNCH    2 0
 LR0132
 LR0132.Superseded values are not recommended for survey control.
 LR0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0132.See file dsdata.txt to determine how the superseded data were derived.
 LR0132
 LR0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE751728(NAD 83)
 LR0132_MARKER: DB = BENCH MARK DISK
 LR0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0132_STAMPING: F 77 1934
 LR0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0132+STABILITY: SURFACE MOTION
 LR0132
 LR0132  HISTORY     - Date     Condition        Report By
 LR0132  HISTORY     - 1934     MONUMENTED       CGS
 LR0132
 LR0132                          STATION DESCRIPTION
 LR0132
 LR0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0132'16.9 MI S FROM PALISADE.
 LR0132'ABOUT 16.9 MILES SOUTH ALONG THE ROAD LEADING TO EUREKA FROM PALISADE,
 LR0132'EUREKA COUNTY, ABOUT 0.2 MILE SOUTHEAST OF A RED BARN, AT THE CROSSING
 LR0132'OF AN EAST-AND-WEST FENCE AND THE EUREKA NEVADA RAILWAY, AT THE
 LR0132'DIVERGENCE OF THE ROAD FROM THE TRACK, 120 FEET NORTHWEST OF THE
 LR0132'CENTER LINE OF THE ROAD, AND 40 FEET EAST OF THE NEAREST RAIL OF THE
 LR0132'TRACK.  A STANDARD DISK, STAMPED F 77 1934 AND SET IN THE TOP OF A
 LR0132'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0039 ***********************************************************************
 KQ0039  DESIGNATION -  F 78
 KQ0039  PID         -  KQ0039
 KQ0039  STATE/COUNTY-  NV/EUREKA
 KQ0039  USGS QUAD   -  COOPER PEAK (1986)
 KQ0039
 KQ0039                         *CURRENT SURVEY CONTROL
 KQ0039  ___________________________________________________________________
 KQ0039* NAD 83(1986)-  39 58 37.     (N)    116 16 35.     (W)     SCALED    
 KQ0039* NAVD 88     -      1821.489  (meters)    5976.00   (feet)  ADJUSTED  
 KQ0039  ___________________________________________________________________
 KQ0039  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 KQ0039  DYNAMIC HT  -        1819.751 (meters)    5970.30  (feet)  COMP
 KQ0039  MODELED GRAV-     979,607.0   (mgal)                       NAVD 88
 KQ0039
 KQ0039  VERT ORDER  -  SECOND    CLASS 0
 KQ0039
 KQ0039.The horizontal coordinates were scaled from a topographic map and have
 KQ0039.an estimated accuracy of +/- 6 seconds.
 KQ0039
 KQ0039.The orthometric height was determined by differential leveling
 KQ0039.and adjusted by the National Geodetic Survey in June 1991..
 KQ0039
 KQ0039.The geoid height was determined by GEOID03.
 KQ0039
 KQ0039.The dynamic height is computed by dividing the NAVD 88
 KQ0039.geopotential number by the normal gravity value computed on the
 KQ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0039.degrees latitude (g = 980.6199 gals.).
 KQ0039
 KQ0039.The modeled gravity was interpolated from observed gravity values.
 KQ0039
 KQ0039;                    North         East    Units  Estimated Accuracy
 KQ0039;SPC NV E     - 8,580,280.      140,800.      MT  (+/- 180 meters Scaled)
 KQ0039
 KQ0039                          SUPERSEDED SURVEY CONTROL
 KQ0039
 KQ0039  NGVD 29 (??/??/92) 1820.269  (m)         5972.00   (f) ADJ UNCH    2 0
 KQ0039
 KQ0039.Superseded values are not recommended for survey control.
 KQ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0039.See file dsdata.txt to determine how the superseded data were derived.
 KQ0039
 KQ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE617254(NAD 83)
 KQ0039_MARKER: DB = BENCH MARK DISK
 KQ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0039_STAMPING: F 78 1934
 KQ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0039+STABILITY: SURFACE MOTION
 KQ0039
 KQ0039  HISTORY     - Date     Condition        Report By
 KQ0039  HISTORY     - 1934     MONUMENTED       CGS
 KQ0039
 KQ0039                          STATION DESCRIPTION
 KQ0039
 KQ0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KQ0039'6.0 MI SW FROM ALPHA.
 KQ0039'ABOUT 6.0 MILES SOUTHWEST ALONG THE ROAD TO TONKIN FROM ALPHA, EUREKA
 KQ0039'COUNTY, AND 36 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD.  A
 KQ0039'STANDARD DISK, STAMPED F 78 1934 AND SET IN THE TOP OF A CONCRETE
 KQ0039'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0126 ***********************************************************************
 KQ0126  DESIGNATION -  F 79
 KQ0126  PID         -  KQ0126
 KQ0126  STATE/COUNTY-  NV/LANDER
 KQ0126  USGS QUAD   -  BARTON SPRING (1986)
 KQ0126
 KQ0126                         *CURRENT SURVEY CONTROL
 KQ0126  ___________________________________________________________________
 KQ0126* NAD 83(1986)-  39 35 23.     (N)    116 55 06.     (W)     SCALED    
 KQ0126* NAVD 88     -      2071.075  (meters)    6794.85   (feet)  ADJUSTED  
 KQ0126  ___________________________________________________________________
 KQ0126  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 KQ0126  DYNAMIC HT  -        2068.927 (meters)    6787.80  (feet)  COMP
 KQ0126  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 KQ0126
 KQ0126  VERT ORDER  -  SECOND    CLASS 0
 KQ0126
 KQ0126.The horizontal coordinates were scaled from a topographic map and have
 KQ0126.an estimated accuracy of +/- 6 seconds.
 KQ0126
 KQ0126.The orthometric height was determined by differential leveling
 KQ0126.and adjusted by the National Geodetic Survey in June 1991..
 KQ0126
 KQ0126.The geoid height was determined by GEOID03.
 KQ0126
 KQ0126.The dynamic height is computed by dividing the NAVD 88
 KQ0126.geopotential number by the normal gravity value computed on the
 KQ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0126.degrees latitude (g = 980.6199 gals.).
 KQ0126
 KQ0126.The modeled gravity was interpolated from observed gravity values.
 KQ0126
 KQ0126;                    North         East    Units  Estimated Accuracy
 KQ0126;SPC NV C     - 6,537,090.      478,380.      MT  (+/- 180 meters Scaled)
 KQ0126
 KQ0126                          SUPERSEDED SURVEY CONTROL
 KQ0126
 KQ0126  NGVD 29 (??/??/92) 2069.755  (m)         6790.52   (f) ADJ UNCH    2 0
 KQ0126
 KQ0126.Superseded values are not recommended for survey control.
 KQ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0126.See file dsdata.txt to determine how the superseded data were derived.
 KQ0126
 KQ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND070822(NAD 83)
 KQ0126_MARKER: DB = BENCH MARK DISK
 KQ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0126_STAMPING: F 79 1934
 KQ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0126+STABILITY: SURFACE MOTION
 KQ0126
 KQ0126  HISTORY     - Date     Condition        Report By
 KQ0126  HISTORY     - 1934     MONUMENTED       CGS
 KQ0126  HISTORY     - 1955     GOOD             USGS
 KQ0126
 KQ0126                          STATION DESCRIPTION
 KQ0126
 KQ0126'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0126'15.5 MI NE FROM AUSTIN.
 KQ0126'LANDER COUNTY COURTHOUSE, ABOUT 5.4 MILES E OF ALONG U.S. HIGHWAY 50,
 KQ0126'THENCE ABOUT 10.1 MILES N ALONG STATE HIGHWAY 21, 30 FEET NW OF THE
 KQ0126'CENTER OF THE ROAD, AND 7 FEET SW OF THE CENTER OF A TRACK ROAD.  A
 KQ0126'STANDARD DISK, STAMPED F 79 1934 AND SET IN THE TOP OF A CONCRETE
 KQ0126'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0241 ***********************************************************************
 KR0241  DESIGNATION -  F 80
 KR0241  PID         -  KR0241
 KR0241  STATE/COUNTY-  NV/CHURCHILL
 KR0241  USGS QUAD   -  GRIMES POINT (1985)
 KR0241
 KR0241                         *CURRENT SURVEY CONTROL
 KR0241  ___________________________________________________________________
 KR0241* NAD 83(1986)-  39 25 31.     (N)    118 41 19.     (W)     SCALED    
 KR0241* NAVD 88     -      1197.938  (meters)    3930.23   (feet)  ADJUSTED  
 KR0241  ___________________________________________________________________
 KR0241  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 KR0241  DYNAMIC HT  -        1196.900 (meters)    3926.83  (feet)  COMP
 KR0241  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 KR0241
 KR0241  VERT ORDER  -  FIRST     CLASS II
 KR0241
 KR0241.The horizontal coordinates were scaled from a topographic map and have
 KR0241.an estimated accuracy of +/- 6 seconds.
 KR0241
 KR0241.The orthometric height was determined by differential leveling
 KR0241.and adjusted by the National Geodetic Survey in June 1991..
 KR0241
 KR0241.The geoid height was determined by GEOID03.
 KR0241
 KR0241.The dynamic height is computed by dividing the NAVD 88
 KR0241.geopotential number by the normal gravity value computed on the
 KR0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0241.degrees latitude (g = 980.6199 gals.).
 KR0241
 KR0241.The modeled gravity was interpolated from observed gravity values.
 KR0241
 KR0241;                    North         East    Units  Estimated Accuracy
 KR0241;SPC NV W     - 4,518,810.      790,940.      MT  (+/- 180 meters Scaled)
 KR0241
 KR0241                          SUPERSEDED SURVEY CONTROL
 KR0241
 KR0241  NGVD 29 (??/??/92) 1196.980  (m)         3927.09   (f) ADJ UNCH    1 2
 KR0241
 KR0241.Superseded values are not recommended for survey control.
 KR0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0241.See file dsdata.txt to determine how the superseded data were derived.
 KR0241
 KR0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD546653(NAD 83)
 KR0241_MARKER: DD = SURVEY DISK
 KR0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0241_STAMPING: F 80 3926.75 5/21 1952
 KR0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0241+STABILITY: SURFACE MOTION
 KR0241
 KR0241  HISTORY     - Date     Condition        Report By
 KR0241  HISTORY     - 1952     MONUMENTED       USN
 KR0241  HISTORY     - 1967     GOOD             NGS
 KR0241
 KR0241                          STATION DESCRIPTION
 KR0241
 KR0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0241'7.35 MI SE FROM FALLON.
 KR0241'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0241'FROM THE CITY HALL AT FALLON, THENCE 0.25 MILE SOUTH ALONG SHERMAN
 KR0241'STREET, THENCE 0.2 MILE EAST ALONG STILLWATER AVENUE, THENCE 0.8 MILE
 KR0241'SOUTH ALONG A PAVED ROAD WHICH WAS FORMERLY U.S. HIGHWAY 50 ALTERNATE,
 KR0241'THENCE 2.3 MILES SOUTHEAST ALONG A PAVED ROAD TO THE NORTH GATE OF THE
 KR0241'FALLON NAVAL AIR STATION, THENCE 1.9 MILES SOUTH ALONG A SERVICE ROAD
 KR0241'OF THE FALLON NAVAL AIR STATION, THENCE 0.25 MILE EAST ALONG A SERVICE
 KR0241'ROAD TO THE NEW CONTROL TOWER BUILDING, THENCE 1.15 MILES EAST ACROSS
 KR0241'A TAXI STRIP AND RUNWAY, THENCE 0.6 MILE NORTHEAST ALONG A GRAVELED
 KR0241'ROAD, IN SECTION 14, T 18 N, R 29 E, 0.4 MILE SOUTH OF A YELLOW FRAME
 KR0241'HOUSE, 112 YARDS NORTHEAST OF THE CENTER OF THE Y JUNCTION OF THE
 KR0241'GRAVELED ROAD AND AN EAST-WEST ROAD, 295 FEET NORTH OF THE CENTER LINE
 KR0241'OF THE EAST-WEST ROAD, 0.9 FOOT EAST OF A METAL WITNESS POST, ABOUT
 KR0241'LEVEL WITH THE ROADS, A U.S. NAVY DISK SET IN THE TOP OF A CONCRETE
 KR0241'POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1518 ***********************************************************************
 KR1518  DESIGNATION -  F 80
 KR1518  PID         -  KR1518
 KR1518  STATE/COUNTY-  NV/CHURCHILL
 KR1518  USGS QUAD   -  GRIMES POINT (1985)
 KR1518
 KR1518                         *CURRENT SURVEY CONTROL
 KR1518  ___________________________________________________________________
 KR1518* NAD 83(1994)-  39 25 39.57898(N)    118 41 33.03939(W)     ADJUSTED  
 KR1518* NAVD 88     -      1197.     (meters)    3927.     (feet)  SCALED    
 KR1518  ___________________________________________________________________
 KR1518  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 KR1518  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 KR1518
 KR1518  HORZ ORDER  -  SECOND
 KR1518
 KR1518.The horizontal coordinates were established by classical geodetic methods
 KR1518.and adjusted by the National Geodetic Survey in June 1998..
 KR1518.No horizontal observational check was made to the station.
 KR1518
 KR1518.The orthometric height was scaled from a topographic map.
 KR1518
 KR1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1518
 KR1518.The geoid height was determined by GEOID03.
 KR1518
 KR1518;                    North         East     Units Scale Factor Converg.
 KR1518;SPC NV W     - 4,519,078.150   790,600.473   MT  0.99990109   -0 04 09.6
 KR1518;SPC NV W     -14,826,342.23  2,593,828.39   sFT  0.99990109   -0 04 09.6
 KR1518;UTM  11      - 4,365,603.030   354,324.703   MT  0.99986128   -1 04 30.4
 KR1518
 KR1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1518!SPC NV W     -   0.99981610  x   0.99990109  =   0.99971720
 KR1518!UTM  11      -   0.99981610  x   0.99986128  =   0.99967740
 KR1518
 KR1518                          SUPERSEDED SURVEY CONTROL
 KR1518
 KR1518  NAD 83(1986)-  39 25 39.58641(N)    118 41 33.03745(W) AD(       ) 2
 KR1518  NAD 27      -  39 25 39.88100(N)    118 41 29.50800(W) AD(       ) 2
 KR1518
 KR1518.Superseded values are not recommended for survey control.
 KR1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1518.See file dsdata.txt to determine how the superseded data were derived.
 KR1518
 KR1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD5432565603(NAD 83)
 KR1518_MARKER: DD = SURVEY DISK
 KR1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KR1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1518+STABILITY: SURFACE MOTION
 KR1518
 KR1518  HISTORY     - Date     Condition        Report By
 KR1518  HISTORY     - 1955     MONUMENTED       USN
 KR1518  HISTORY     - 1971     GOOD             NGS
 KR1518  HISTORY     - 1974     GOOD             NGS
 KR1518  HISTORY     - 1974     GOOD             NGS
 KR1518
 KR1518                          STATION DESCRIPTION
 KR1518
 KR1518'DESCRIBED BY US NAVY 1955 (LSB)
 KR1518'THE STATION IS LOCATED ABOUT 6 MILES, AIRLINE, SOUTHEAST OF
 KR1518'FALLON ON THE PROPERTY OF THE FALLON NAVAL AUXILIARY AIR STATION.
 KR1518'IT IS ABOUT 1 MILE NORTH-NORTHEAST OF THE ADMINISTRATION
 KR1518'BUILDINGS AND HANGARS OF THE AIR STATION.
 KR1518'
 KR1518'TO REACH FROM THE COURTHOUSE IN FALLON, GO SOUTH AND EAST ON
 KR1518'U.S. HIGHWAY 50 FOR 9.1 MILES TO THE SOUTH ENTRANCE TO THE AIR
 KR1518'STATION ON THE LEFT.  TURN LEFT (N) AND GO 0.1 MILE TO THE
 KR1518'SENTRY STATION.  CONTINUE STRAIGHT AHEAD (N) AND GO 0.3 MILE
 KR1518'TO AN AIRWAY BEACON ON THE LEFT AND A SIDE ROAD RIGHT.  TURN
 KR1518'RIGHT (E) AND GO 1.0 TO A T-ROAD INTERSECTION.  TURN LEFT (N)
 KR1518'AND GO 0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT (W) AND GO 0.3
 KR1518'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT (N) AND GO 0.7 MILE
 KR1518'TO A CROSSROAD.  TURN LEFT (W) AND GO 0.2 MILE TO DIM TRACKS
 KR1518'RIGHT.  TURN RIGHT (N) AND GO 0.1 MILE TO THE STATION.
 KR1518'
 KR1518'THE STATION MARK, STAMPED F 80 1952, IS A BRONZE DISK SET IN
 KR1518'THE TOP OF A SQUARE 8-INCH BY 8-INCH CONCRETE POST WHICH PROJECTS
 KR1518'ABOUT 4 INCHES.  THIS IS A MARK OF THE PUBLIC WORKS OFFICE,
 KR1518'NAVY DEPARTMENT, 12 TH NAVAL DISTRICT, SAN FRANCISCO, CALIFORNIA.
 KR1518'
 KR1518'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 KR1518
 KR1518                          STATION RECOVERY (1971)
 KR1518
 KR1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JVT)
 KR1518'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KR1518'A NEW DESCRIPTION FOLLOWS.
 KR1518'
 KR1518'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF FALLON ON THE
 KR1518'PROPERTY OF THE FALLON NAVAL AUXILIARY AIR STATION AND 1 MILE
 KR1518'NORTH-NORTHEAST OF THE ADMINISTRATION BUILDINGS OF THE AIR
 KR1518'STATION.
 KR1518'
 KR1518'TO REACH THE STATION FROM THE SOUTH GUARD GATE GO EASTERLY,
 KR1518'THENCE NORTHERLY, FOLLOWING THE PERIMETER ROAD FOR 3.2 MILES TO
 KR1518'A SIDE ROAD LEFT.  TURN LEFT, WESTERLY, AND GO 0.3 MILE TO
 KR1518'A DIM TRACK ROAD RIGHT.  TURN RIGHT, NORTHERLY, AND GO ABOUT
 KR1518'300 FEET TO THE STATION.
 KR1518'
 KR1518'THE STATION MARK, STAMPED F 80 1952, IS A BRONZE DISK SET IN
 KR1518'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT 2 INCHES.
 KR1518'THIS IS A MARK OF THE PUBLIC WORKS OFFICE, NAVY DEPARTMENT,
 KR1518'12 TH. NAVAL DISTRICT, SAN FRANCISCO, CALIFORNIA.
 KR1518'
 KR1518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 KR1518'SE OF FALLON AND AT THE FALLON NAVAL AUXILIARY AIR STATION.
 KR1518
 KR1518                          STATION RECOVERY (1974)
 KR1518
 KR1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 KR1518'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK
 KR1518'IS ONE FOOT EAST OF A METAL WITNESS POST AND ABOUT 400 FEET EAST OF
 KR1518'THE DUMP AREA.
 KR1518'
 KR1518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 KR1518'SE OF FALLON
 KR1518
 KR1518                          STATION RECOVERY (1974)
 KR1518
 KR1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EPJ)
 KR1518'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KR1518'THE MARK IS ONE FOOT EAST OF A METAL
 KR1518'WITNESS POST AND ABOUT 400 FEET EAST OF THE DUMP AREA.
 KR1518'
 KR1518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES SE OF
 KR1518'FALLON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1516 ***********************************************************************
 KR1516  DESIGNATION -  F 80 ECCENTRIC
 KR1516  PID         -  KR1516
 KR1516  STATE/COUNTY-  NV/CHURCHILL
 KR1516  USGS QUAD   -  GRIMES POINT (1985)
 KR1516
 KR1516                         *CURRENT SURVEY CONTROL
 KR1516  ___________________________________________________________________
 KR1516* NAD 83(1994)-  39 25 42.12690(N)    118 41 34.20460(W)     ADJUSTED  
 KR1516* NAVD 88     -      1197.     (meters)    3927.     (feet)  SCALED    
 KR1516  ___________________________________________________________________
 KR1516  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 KR1516  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 KR1516
 KR1516  HORZ ORDER  -  FIRST
 KR1516
 KR1516.The horizontal coordinates were established by classical geodetic methods
 KR1516.and adjusted by the National Geodetic Survey in June 1998..
 KR1516
 KR1516.The orthometric height was scaled from a topographic map.
 KR1516
 KR1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1516
 KR1516.The geoid height was determined by GEOID03.
 KR1516
 KR1516;                    North         East     Units Scale Factor Converg.
 KR1516;SPC NV W     - 4,519,156.753   790,572.702   MT  0.99990109   -0 04 10.4
 KR1516;SPC NV W     -14,826,600.11  2,593,737.27   sFT  0.99990109   -0 04 10.4
 KR1516;UTM  11      - 4,365,682.105   354,298.318   MT  0.99986138   -1 04 31.2
 KR1516
 KR1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1516!SPC NV W     -   0.99981610  x   0.99990109  =   0.99971720
 KR1516!UTM  11      -   0.99981610  x   0.99986138  =   0.99967750
 KR1516
 KR1516|---------------------------------------------------------------------|
 KR1516| PID    Reference Object                     Distance      Geod. Az  |
 KR1516|                                                           dddmmss.s |
 KR1516| KR1518 F 80                                 83.373 METERS 16028     |
 KR1516| KR1514 FALLON AIRPORT                      APPROX. 2.5 KM 2063504.9 |
 KR1516|---------------------------------------------------------------------|
 KR1516
 KR1516                          SUPERSEDED SURVEY CONTROL
 KR1516
 KR1516  NAD 83(1986)-  39 25 42.13433(N)    118 41 34.20265(W) AD(       ) 1
 KR1516  NAD 27      -  39 25 42.42900(N)    118 41 30.67300(W) AD(       ) 1
 KR1516
 KR1516.Superseded values are not recommended for survey control.
 KR1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1516.See file dsdata.txt to determine how the superseded data were derived.
 KR1516
 KR1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD5429865682(NAD 83)
 KR1516
 KR1516  HISTORY     - Date     Condition        Report By
 KR1516  HISTORY     - 1955     MONUMENTED       CGS
 KR1516  HISTORY     - 1974     GOOD             NGS
 KR1516
 KR1516                          STATION DESCRIPTION
 KR1516
 KR1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (EP)
 KR1516'THERE WAS NO PREVIOUS DESCRIPTION FOR THIS MARK.  IT IS BELIEVED
 KR1516'THIS STATION IS MARKED BY A NAIL IN A 4X4 WOODEN STAKE.  THE
 KR1516'MARK WAS RECOVERED IN GOOD CONDITION.
 KR1516'
 KR1516'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES SE
 KR1516'OF FALLON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0182 ***********************************************************************
 LR0182  DESIGNATION -  F 82
 LR0182  PID         -  LR0182
 LR0182  STATE/COUNTY-  NV/EUREKA
 LR0182  USGS QUAD   -  CRESCENT VALLEY (1985)
 LR0182
 LR0182                         *CURRENT SURVEY CONTROL
 LR0182  ___________________________________________________________________
 LR0182* NAD 83(1986)-  40 25 26.     (N)    116 34 16.     (W)     SCALED    
 LR0182* NAVD 88     -      1461.905  (meters)    4796.27   (feet)  ADJUSTED  
 LR0182  ___________________________________________________________________
 LR0182  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 LR0182  DYNAMIC HT  -        1460.681 (meters)    4792.25  (feet)  COMP
 LR0182  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 LR0182
 LR0182  VERT ORDER  -  SECOND    CLASS 0
 LR0182
 LR0182.The horizontal coordinates were scaled from a topographic map and have
 LR0182.an estimated accuracy of +/- 6 seconds.
 LR0182
 LR0182.The orthometric height was determined by differential leveling
 LR0182.and adjusted by the National Geodetic Survey in June 1991..
 LR0182
 LR0182.The geoid height was determined by GEOID03.
 LR0182
 LR0182.The dynamic height is computed by dividing the NAVD 88
 LR0182.geopotential number by the normal gravity value computed on the
 LR0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0182.degrees latitude (g = 980.6199 gals.).
 LR0182
 LR0182.The modeled gravity was interpolated from observed gravity values.
 LR0182
 LR0182;                    North         East    Units  Estimated Accuracy
 LR0182;SPC NV E     - 8,630,140.      116,180.      MT  (+/- 180 meters Scaled)
 LR0182
 LR0182                          SUPERSEDED SURVEY CONTROL
 LR0182
 LR0182  NGVD 29 (??/??/92) 1460.800  (m)         4792.64   (f) ADJ UNCH    2 0
 LR0182
 LR0182.Superseded values are not recommended for survey control.
 LR0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0182.See file dsdata.txt to determine how the superseded data were derived.
 LR0182
 LR0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE363748(NAD 83)
 LR0182_MARKER: DB = BENCH MARK DISK
 LR0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0182_STAMPING: F 82 1934
 LR0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0182+STABILITY: SURFACE MOTION
 LR0182
 LR0182  HISTORY     - Date     Condition        Report By
 LR0182  HISTORY     - 1934     MONUMENTED       CGS
 LR0182  HISTORY     - 1983     GOOD             USGS
 LR0182
 LR0182                          STATION DESCRIPTION
 LR0182
 LR0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0182'13.2 MI SW FROM BEOWAWE.
 LR0182'13.2 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE SOUTHERN PACIFIC
 LR0182'CO. RAILROAD STATION AT BEOWAWE, EUREKA COUNTY, 0.2 MILE NORTHEAST OF
 LR0182'THE JUNCTION OF THE MUD SPRING MINE ROAD, AND 35 FEET SOUTHEAST OF THE
 LR0182'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 82 1934 AND SET
 LR0182'IN THE TOP OF A CONCRETE POST.
 LR0182
 LR0182                          STATION RECOVERY (1983)
 LR0182
 LR0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0182'BEOWAWE, 1392 MILES SOUTHWEST OF CRESCENT VALLEY POST OFFICE, 0.15
 LR0182'MILE NORTHEAST ALONG HIGHWAY, THEN 0.5 MILES EAST OF, 479 FT (146
 LR0182'METERS) WEST AND 1007 FT. (307 METERS) NORTHEAST OF SECTION CORNER
 LR0182'4,5 AND 33 T.-30 AND 29-N., R-48-E. 1007 FT (307 METERS) NORTHEAST
 LR0182'ALONG OLD ROAD B ED FROM T-RD. SOUTHWEST AND 35 FT (10.7 METERS)
 LR0182'SOUTHEAST OF ROAD BED. SET IN THE TOP OF A CONCRETE POST WHICH
 LR0182'PROJECTS 0.4 FT. ABOVE GROUND, A STANDARD NGS TABLET STAMPED 'F-82
 LR0182'1934'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0442 ***********************************************************************
 KR0442  DESIGNATION -  F 8=3901.7
 KR0442  PID         -  KR0442
 KR0442  STATE/COUNTY-  NV/CHURCHILL
 KR0442  USGS QUAD   -  UPSAL HOGBACK (1985)
 KR0442
 KR0442                         *CURRENT SURVEY CONTROL
 KR0442  ___________________________________________________________________
 KR0442* NAD 83(1986)-  39 41 42.     (N)    118 48 51.     (W)     SCALED    
 KR0442* NAVD 88     -      1190.26   (+/-2cm)    3905.0    (feet)  VERTCON   
 KR0442  ___________________________________________________________________
 KR0442  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR0442
 KR0442  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0442
 KR0442.The horizontal coordinates were scaled from a topographic map and have
 KR0442.an estimated accuracy of +/- 6 seconds.
 KR0442
 KR0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0442.The vertical order pertains to the NGVD 29 superseded value.
 KR0442
 KR0442.The geoid height was determined by GEOID03.
 KR0442
 KR0442;                    North         East    Units  Estimated Accuracy
 KR0442;SPC NV W     - 4,548,780.      780,200.      MT  (+/- 180 meters Scaled)
 KR0442
 KR0442                          SUPERSEDED SURVEY CONTROL
 KR0442
 KR0442  NGVD 29 (??/??/92) 1189.341  (m)         3902.03   (f) ADJ UNCH    1 2
 KR0442
 KR0442.Superseded values are not recommended for survey control.
 KR0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0442.See file dsdata.txt to determine how the superseded data were derived.
 KR0442
 KR0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD444954(NAD 83)
 KR0442_MARKER: B = BOLT
 KR0442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0442_SP_SET: ABUTMENT
 KR0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0442
 KR0442  HISTORY     - Date     Condition        Report By
 KR0442  HISTORY     - UNK      MONUMENTED       SPRR
 KR0442  HISTORY     - 1953     GOOD             NGS
 KR0442
 KR0442                          STATION DESCRIPTION
 KR0442
 KR0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0442'8.4 MI S FROM PARRAN.
 KR0442'8.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0442'WATER TANK AT PARRAN, AT WOODEN BRIDGE 303.53, IN THE TOP OF THE
 KR0442'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT, AND ABOUT 2 1/2 FEET
 KR0442'LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0257 ***********************************************************************
 LR0257  DESIGNATION -  F 87
 LR0257  PID         -  LR0257
 LR0257  STATE/COUNTY-  NV/EUREKA
 LR0257  USGS QUAD   -  DUNPHY (1986)
 LR0257
 LR0257                         *CURRENT SURVEY CONTROL
 LR0257  ___________________________________________________________________
 LR0257* NAD 83(1986)-  40 42 11.     (N)    116 30 23.     (W)     SCALED    
 LR0257* NAVD 88     -      1415.318  (meters)    4643.42   (feet)  ADJUSTED  
 LR0257  ___________________________________________________________________
 LR0257  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 LR0257  DYNAMIC HT  -        1414.200 (meters)    4639.75  (feet)  COMP
 LR0257  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 LR0257
 LR0257  VERT ORDER  -  FIRST     CLASS II
 LR0257
 LR0257.The horizontal coordinates were scaled from a topographic map and have
 LR0257.an estimated accuracy of +/- 6 seconds.
 LR0257
 LR0257.The orthometric height was determined by differential leveling
 LR0257.and adjusted by the National Geodetic Survey in June 1991..
 LR0257
 LR0257.The geoid height was determined by GEOID03.
 LR0257
 LR0257.The dynamic height is computed by dividing the NAVD 88
 LR0257.geopotential number by the normal gravity value computed on the
 LR0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0257.degrees latitude (g = 980.6199 gals.).
 LR0257
 LR0257.The modeled gravity was interpolated from observed gravity values.
 LR0257
 LR0257;                    North         East    Units  Estimated Accuracy
 LR0257;SPC NV E     - 8,661,080.      122,000.      MT  (+/- 180 meters Scaled)
 LR0257
 LR0257                          SUPERSEDED SURVEY CONTROL
 LR0257
 LR0257  NGVD 29 (??/??/92) 1414.256  (m)         4639.94   (f) ADJ UNCH    1 2
 LR0257
 LR0257.Superseded values are not recommended for survey control.
 LR0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0257.See file dsdata.txt to determine how the superseded data were derived.
 LR0257
 LR0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF416059(NAD 83)
 LR0257_MARKER: DB = BENCH MARK DISK
 LR0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0257_STAMPING: F 87 1958
 LR0257_MARK LOGO: CGS   
 LR0257_PROJECTION: PROJECTING 20 CENTIMETERS
 LR0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0257+STABILITY: SURFACE MOTION
 LR0257
 LR0257  HISTORY     - Date     Condition        Report By
 LR0257  HISTORY     - 1958     MONUMENTED       CGS
 LR0257  HISTORY     - 1984     GOOD             NGS
 LR0257
 LR0257                          STATION DESCRIPTION
 LR0257
 LR0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0257'1.1 MI SE FROM DUNPHY.
 LR0257'1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE SOUTHERN PACIFIC
 LR0257'RAILROAD OVERPASS AT DUNPHY, 161.0 FEET SOUTH OF THE CENTERLINE OF THE
 LR0257'HIGHWAY, 4.5 FEET EAST OF A METAL WITNESS POST, 3.0 FEET NORTH OF A
 LR0257'FENCE LINE, SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE
 LR0257'GROUND SURFACE, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 LR0257
 LR0257                          STATION RECOVERY (1984)
 LR0257
 LR0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0257'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  38.4 KM
 LR0257'(24.0 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS STATION AT
 LR0257'BATTLE MOUNTAIN, THENCE 3.1 KM (1.95 MI) SOUTHEAST ALONG OLD US
 LR0257'HIGHWAY 40, 1.75 KM (1.1 MI) SOUTHEAST OF THE HIGHWAY OVERPASS OVER
 LR0257'THE WESTERN PACIFIC RAILROAD, 49.1 METERS (161 FT) SOUTHWEST OF THE
 LR0257'HIGHWAY CENTERLINE, 20.4 METERS (67 FT) SOUTHEAST OF A BRACED FENCE
 LR0257'POST IN THE RIGHT OF WAY FENCE AND 0.9 METER (3 FT) NORTHEAST OF THE
 LR0257'RIGHT OF WAY FENCE.
 LR0257'THE MARK IS 1.3 METERS  SE FROM A WITNESS POST.
 LR0257'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0056 ***********************************************************************
 LR0056  DESIGNATION -  F 88
 LR0056  PID         -  LR0056
 LR0056  STATE/COUNTY-  NV/ELKO
 LR0056  USGS QUAD   -  CARLIN WEST (1985)
 LR0056
 LR0056                         *CURRENT SURVEY CONTROL
 LR0056  ___________________________________________________________________
 LR0056* NAD 83(1986)-  40 42 40.     (N)    116 07 42.     (W)     SCALED    
 LR0056* NAVD 88     -      1496.404  (meters)    4909.45   (feet)  ADJUSTED  
 LR0056  ___________________________________________________________________
 LR0056  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 LR0056  DYNAMIC HT  -        1495.195 (meters)    4905.49  (feet)  COMP
 LR0056  MODELED GRAV-     979,763.6   (mgal)                       NAVD 88
 LR0056
 LR0056  VERT ORDER  -  SECOND    CLASS 0
 LR0056
 LR0056.The horizontal coordinates were scaled from a topographic map and have
 LR0056.an estimated accuracy of +/- 6 seconds.
 LR0056
 LR0056.The orthometric height was determined by differential leveling
 LR0056.and adjusted by the National Geodetic Survey in June 1991..
 LR0056
 LR0056.The geoid height was determined by GEOID03.
 LR0056
 LR0056.The dynamic height is computed by dividing the NAVD 88
 LR0056.geopotential number by the normal gravity value computed on the
 LR0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0056.degrees latitude (g = 980.6199 gals.).
 LR0056
 LR0056.The modeled gravity was interpolated from observed gravity values.
 LR0056
 LR0056;                    North         East    Units  Estimated Accuracy
 LR0056;SPC NV E     - 8,661,710.      153,950.      MT  (+/- 180 meters Scaled)
 LR0056
 LR0056                          SUPERSEDED SURVEY CONTROL
 LR0056
 LR0056  NGVD 29 (??/??/92) 1495.330  (m)         4905.93   (f) ADJ UNCH    2 0
 LR0056
 LR0056.Superseded values are not recommended for survey control.
 LR0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0056.See file dsdata.txt to determine how the superseded data were derived.
 LR0056
 LR0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF736070(NAD 83)
 LR0056_MARKER: DB = BENCH MARK DISK
 LR0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0056_STAMPING: F 88 1958
 LR0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0056+STABILITY: SURFACE MOTION
 LR0056
 LR0056  HISTORY     - Date     Condition        Report By
 LR0056  HISTORY     - 1958     MONUMENTED       CGS
 LR0056
 LR0056                          STATION DESCRIPTION
 LR0056
 LR0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0056'1.4 MI SW FROM CARLIN.
 LR0056'1.1 MILES WEST ALONG STATE HIGHWAY 20 TO CARLIN CUTOFF, THENCE 0.3
 LR0056'MILE ACROSS COUNTRY ALONG FENCE LINE TO NORTH-SOUTH FENCE, 2.1 FEET
 LR0056'WEST OF FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3
 LR0056'INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1245 ***********************************************************************
 KR1245  DESIGNATION -  F 9
 KR1245  PID         -  KR1245
 KR1245  STATE/COUNTY-  NV/WASHOE
 KR1245  USGS QUAD   -  VISTA (1982)
 KR1245
 KR1245                         *CURRENT SURVEY CONTROL
 KR1245  ___________________________________________________________________
 KR1245* NAD 83(1986)-  39 31 31.     (N)    119 41 58.     (W)     SCALED    
 KR1245* NAVD 88     -      1340.672  (meters)    4398.52   (feet)  ADJUSTED  
 KR1245  ___________________________________________________________________
 KR1245  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KR1245  DYNAMIC HT  -        1339.485 (meters)    4394.63  (feet)  COMP
 KR1245  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 KR1245
 KR1245  VERT ORDER  -  FIRST     CLASS II
 KR1245
 KR1245.The horizontal coordinates were scaled from a topographic map and have
 KR1245.an estimated accuracy of +/- 6 seconds.
 KR1245
 KR1245.The orthometric height was determined by differential leveling
 KR1245.and adjusted by the National Geodetic Survey in June 1991..
 KR1245
 KR1245.The geoid height was determined by GEOID03.
 KR1245
 KR1245.The dynamic height is computed by dividing the NAVD 88
 KR1245.geopotential number by the normal gravity value computed on the
 KR1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1245.degrees latitude (g = 980.6199 gals.).
 KR1245
 KR1245.The modeled gravity was interpolated from observed gravity values.
 KR1245
 KR1245;                    North         East    Units  Estimated Accuracy
 KR1245;SPC NV W     - 4,530,500.      704,040.      MT  (+/- 180 meters Scaled)
 KR1245
 KR1245                          SUPERSEDED SURVEY CONTROL
 KR1245
 KR1245  NGVD 29 (??/??/92) 1339.626  (m)         4395.09   (f) ADJ UNCH    1 2
 KR1245
 KR1245.Superseded values are not recommended for survey control.
 KR1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1245.See file dsdata.txt to determine how the superseded data were derived.
 KR1245
 KR1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD679785(NAD 83)
 KR1245_MARKER: DB = BENCH MARK DISK
 KR1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1245_STAMPING: 4394.998
 KR1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1245+STABILITY: SURFACE MOTION
 KR1245
 KR1245  HISTORY     - Date     Condition        Report By
 KR1245  HISTORY     - UNK      MONUMENTED       CGS
 KR1245  HISTORY     - 1953     GOOD             NGS
 KR1245  HISTORY     - 1969     MARK NOT FOUND   NGS
 KR1245  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1245
 KR1245                          STATION DESCRIPTION
 KR1245
 KR1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR1245'0.1 MI W FROM VISTA.
 KR1245'0.1 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1245'SIDING SIGN AT VISTA, AT THE CROSSING OF KLEPPE ROAD, 37 1/2 FEET
 KR1245'SOUTHWEST OF AND ACROSS THE ROAD FROM MILEPOLE 249, ABOUT 120 YARDS
 KR1245'WEST OF A WHITE FRAME 2-STORY FARMHOUSE, 78.4 FEET SOUTH OF THE SOUTH
 KR1245'RAIL, 54.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE
 KR1245'OF CROSSING SIGNAL 2490, 1.6 FEET NORTH OF A BOARD FENCE CORNER, 1.6
 KR1245'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 KR1245'THE TOP OF A SANDSTONE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KR1245
 KR1245                          STATION RECOVERY (1969)
 KR1245
 KR1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KR1245'MARK NOT FOUND.
 KR1245
 KR1245                          STATION RECOVERY (2003)
 KR1245
 KR1245'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3459 ***********************************************************************
 AA3459  CBN         -  This is a Cooperative Base Network Control Station.
 AA3459  PACS        -  This is a Primary Airport Control Station.
 AA3459  DESIGNATION -  FAA 67L A
 AA3459  PID         -  AA3459
 AA3459  STATE/COUNTY-  NV/CLARK
 AA3459  USGS QUAD   -  MESQUITE (1985)
 AA3459
 AA3459                         *CURRENT SURVEY CONTROL
 AA3459  ___________________________________________________________________
 AA3459* NAD 83(1999)-  36 50 00.54404(N)    114 03 16.86969(W)     ADJUSTED  
 AA3459* NAVD 88     -       591.48   (meters)    1940.5    (feet)  GPS OBS   
 AA3459  ___________________________________________________________________
 AA3459  EPOCH DATE  -        1999.37
 AA3459  X           -  -2,083,508.642 (meters)                     COMP
 AA3459  Y           -  -4,667,642.241 (meters)                     COMP
 AA3459  Z           -   3,802,957.590 (meters)                     COMP
 AA3459  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 AA3459  ELLIP HEIGHT-         565.06  (meters)          (05/16/00) GPS OBS
 AA3459  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AA3459
 AA3459  HORZ ORDER  -  A
 AA3459  ELLP ORDER  -  FOURTH    CLASS I
 AA3459
 AA3459.This mark is at Mesquite Airport (67L)
 AA3459
 AA3459.The horizontal coordinates were established by GPS observations
 AA3459.and adjusted by the National Geodetic Survey in May 2000..
 AA3459.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3459.DATUM ITEM on the data sheet items page.
 AA3459.The horizontal coordinates are valid at the epoch date displayed above.
 AA3459.The epoch date for horizontal control is a decimal equivalence
 AA3459.of Year/Month/Day.
 AA3459
 AA3459.The orthometric height was determined by GPS observations and a
 AA3459.high-resolution geoid model.
 AA3459
 AA3459.GPS derived orthometric heights for airport stations designated as
 AA3459.PACS or SACS are published to 2 decimal places.  This maintains
 AA3459.centimeter relative accuracy between the PACS and SACS.  It does
 AA3459.not indicate centimeter accuracy relative to other marks which are
 AA3459.part of the NAVD 88 network.
 AA3459
 AA3459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3459
 AA3459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3459
 AA3459.The ellipsoidal height was determined by GPS observations
 AA3459.and is referenced to NAD 83.
 AA3459
 AA3459.The geoid height was determined by GEOID03.
 AA3459
 AA3459;                    North         East     Units Scale Factor Converg.
 AA3459;SPC NV E     - 8,232,240.888   336,354.546   MT  1.00012898   +0 54 59.6
 AA3459;SPC NV E     -27,008,610.31  1,103,523.21   sFT  1.00012898   +0 54 59.6
 AA3459;UTM  11      - 4,080,449.869   762,665.624   MT  1.00045005   +1 46 00.1
 AA3459;UTM  12      - 4,080,756.400   227,577.910   MT  1.00051439   -1 49 56.6
 AA3459
 AA3459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3459!SPC NV E     -   0.99991133  x   1.00012898  =   1.00004030
 AA3459!UTM  11      -   0.99991133  x   1.00045005  =   1.00036134
 AA3459!UTM  12      -   0.99991133  x   1.00051439  =   1.00042567
 AA3459
 AA3459                          SUPERSEDED SURVEY CONTROL
 AA3459
 AA3459  NAD 83(1994)-  36 50 00.54359(N)    114 03 16.86821(W) AD(       ) B
 AA3459  ELLIP H (03/30/95)  565.17   (m)                       GP(       ) 4 1
 AA3459
 AA3459.Superseded values are not recommended for survey control.
 AA3459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3459.See file dsdata.txt to determine how the superseded data were derived.
 AA3459
 AA3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6266680450(NAD 83)
 AA3459_MARKER: I = METAL ROD
 AA3459_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3459_STAMPING: FAA 67L A 1994
 AA3459_MARK LOGO: NGS   
 AA3459_PROJECTION: FLUSH
 AA3459_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3459+STABILITY: POSITION/ELEVATION WELL
 AA3459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3459+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 AA3459_ROD/PIPE-DEPTH: 3.12 meters
 AA3459_SLEEVE-DEPTH  : 0.9 meters
 AA3459
 AA3459  HISTORY     - Date     Condition        Report By
 AA3459  HISTORY     - 1994     MONUMENTED       NGS
 AA3459  HISTORY     - 19991013 GOOD             NGS
 AA3459  HISTORY     - 20050411 GOOD             LVVWD
 AA3459
 AA3459                          STATION DESCRIPTION
 AA3459
 AA3459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3459'STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF MESQUITE, 300 M
 AA3459'(984.2 FT) WEST OF THE NEVADA-ARIZONA STATE LINE, AT THE MESQUITE
 AA3459'AIRPORT, JUST SOUTH OF THE WINDSOCK POLE IN THE SYMMETRICAL CIRCLE, ON
 AA3459'A 3 M (9.8 FT) HIGH BANK, AT AN INTERIOR FENCE CORNER IN THE SOUTHEAST
 AA3459'PERIMETER FENCE.  OWNERSHIP--CITY OF MESQUITE, 11 EAST MESQUITE
 AA3459'BOULEVARD, MESQUITE, NV 89024.  AIRPORT MANAGER IS KEVIN LEAVITT,
 AA3459'PHONE 702-346-2841 (HE LIVES IN TRAILER AT THE AIRPORT). TO REACH FROM
 AA3459'THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND PIONEER
 AA3459'DRIVE (EXIT 122) ON THE NORTHEAST SIDE OF MESQUITE, GO NORTHWEST ON
 AA3459'PIONEER DRIVE FOR 0.64 KM (0.40 MI) TO A PAVED ROAD RIGHT.  TURN
 AA3459'RIGHT, NORTHERLY, ON KITTY HAWK DRIVE FOR 2.01 KM (1.25 MI) TO THE
 AA3459'ROAD END AT AIRPORT GATE.  PASS THROUGH GATE FOR 30 M (98.4 FT) TO THE
 AA3459'APRON.  BEAR RIGHT, EAST, ON APRON FOR 0.08 KM (0.05 MI) TO THE
 AA3459'PARALLEL TAXI.  TURN LEFT, NORTHEAST, ON THE TAXI FOR 0.36 KM (0.20
 AA3459'MI) TO A CONNECTOR ON THE RIGHT.  TURN RIGHT, SOUTHEAST, CROSSING
 AA3459'RUNWAY TO THE WINDSOCK AND THE STATION. STATION MARK IS A PUNCH HOLE
 AA3459'TOP CENTER ON A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE
 AA3459'90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AA3459'CONCRETE SET FLUSH WITH THE GROUND. IT IS 73.7 M (241.8 FT)
 AA3459'EAST-SOUTHEAST OF, AND 3 M (9.8 FT) HIGHER THAN THE RUNWAY CENTER,
 AA3459'53.6 M (175.9 FT) SOUTHEAST OF THE WINDSOCK POLE, 4.3 M (14.1 FT)
 AA3459'NORTH-NORTHWEST OF A FENCE CORNER, 2.4 M (7.9 FT) WEST-NORTHWEST OF A
 AA3459'FIBERGLASS WITNESS POST IN THE FENCE, AND 3.0 M (9.8 FT)
 AA3459'NORTH-NORTHEAST OF THE FENCE. DESCRIBED BY D.G. AUG.
 AA3459
 AA3459                          STATION RECOVERY (1999)
 AA3459
 AA3459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 AA3459'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE ARE SOME VERY
 AA3459'CRYPTIC NOTES WRITTEN ON THE ORIGINAL DESCRIPTION THAT MAY HELP IN THE
 AA3459'RECOVERY IF ONE WERE IN THE AREA.  THESE NOTES ARE IN THE TO REACH
 AA3459'SECTION OF THE DESCRIPTION AND ARE AS FOLLOWS, FOLLOW SIGNS, 0.7 M
 AA3459'(2.3 FT) ON OASIS BLVD AND AFTER THE STATMENT CONNECTOR ON THE RIGHT
 AA3459'THE NOTETAKER PUT IN THE LETTER C.  I AM SURE THERE WAS GOOD INTENTION
 AA3459'HERE BUT I DO NOT HAVE ENOUGH INFORMATION TO PUT IT ALL TOGETHER.
 AA3459
 AA3459                          STATION RECOVERY (2005)
 AA3459
 AA3459'RECOVERY NOTE BY LAS VEGAS VALLEY WATER DISTRICT 2005 (TJW)
 AA3459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0963 ***********************************************************************
 LR0963  DESIGNATION -  FAA BAM A
 LR0963  PID         -  LR0963
 LR0963  STATE/COUNTY-  NV/LANDER
 LR0963  USGS QUAD   -  BATEMAN SPRING (1986)
 LR0963
 LR0963                         *CURRENT SURVEY CONTROL
 LR0963  ___________________________________________________________________
 LR0963* NAD 83(1994)-  40 36 08.76381(N)    116 52 27.88731(W)     ADJUSTED  
 LR0963* NAVD 88     -      1380.4    (meters)    4529.     (feet)  VERTCON   
 LR0963  ___________________________________________________________________
 LR0963  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 LR0963  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 LR0963
 LR0963  HORZ ORDER  -  THIRD
 LR0963
 LR0963.This mark is at Battle Mountain Airport (BAM)
 LR0963
 LR0963.The horizontal coordinates were established by GPS observations
 LR0963.and adjusted by the National Geodetic Survey in June 1998..
 LR0963
 LR0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0963
 LR0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0963
 LR0963.The geoid height was determined by GEOID03.
 LR0963
 LR0963;                    North         East     Units Scale Factor Converg.
 LR0963;SPC NV C     - 6,649,521.061   482,418.362   MT  0.99990380   -0 08 06.7
 LR0963;SPC NV C     -21,815,970.35  1,582,734.24   sFT  0.99990380   -0 08 06.7
 LR0963;UTM  11      - 4,494,632.612   510,625.257   MT  0.99960139   +0 04 54.2
 LR0963
 LR0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0963!SPC NV C     -   0.99978672  x   0.99990380  =   0.99969055
 LR0963!UTM  11      -   0.99978672  x   0.99960139  =   0.99938820
 LR0963
 LR0963:                Primary Azimuth Mark                     Grid Az
 LR0963:SPC NV C     -  FAA BAM B                                018 16 58.8
 LR0963:UTM  11      -  FAA BAM B                                018 03 57.9
 LR0963
 LR0963|---------------------------------------------------------------------|
 LR0963| PID    Reference Object                     Distance      Geod. Az  |
 LR0963|                                                           dddmmss.s |
 LR0963| LR0964 FAA BAM B                           418.004 METERS 0180852.1 |
 LR0963|---------------------------------------------------------------------|
 LR0963
 LR0963                          SUPERSEDED SURVEY CONTROL
 LR0963
 LR0963  NAD 83(1986)-  40 36 08.76438(N)    116 52 27.87450(W) AD(       ) 3
 LR0963  NGVD 29 (10/05/92) 1379.3    (m)         4525.     (f) GPS OBS        
 LR0963
 LR0963.Superseded values are not recommended for survey control.
 LR0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0963.See file dsdata.txt to determine how the superseded data were derived.
 LR0963
 LR0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE1062594633(NAD 83)
 LR0963_MARKER: I = METAL ROD
 LR0963_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0963_SP_SET: STAINLESS STEEL ROD
 LR0963_STAMPING: FAA BAM A 1992
 LR0963_MARK LOGO: NGS   
 LR0963_PROJECTION: FLUSH
 LR0963_MAGNETIC: N = NO MAGNETIC MATERIAL
 LR0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0963+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LR0963_ROD/PIPE-DEPTH: 15.8 meters
 LR0963
 LR0963  HISTORY     - Date     Condition        Report By
 LR0963  HISTORY     - 1992     MONUMENTED       NGS
 LR0963
 LR0963                          STATION DESCRIPTION
 LR0963
 LR0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LR0963'STATION IS LOCATED ABOUT 8 KM (5.0 MI) SOUTHEAST OF BATTLE MOUNTAIN,
 LR0963'AT THE BATTLE MOUNTAIN/LANDER COUNTY AIRPORT, IN A CLEAR DIRT AREA ON
 LR0963'THE SOUTHEAST SIDE OF EAST-WEST TAXI TO END OF RUNWAY 21 AND END OF
 LR0963'RUNWAY 12. (NOTE--AREA IS DUE FOR MAJOR CONSTRUCTION IN 1993).
 LR0963'OWNERSHIP--LANDER COUNTY AIRPORT AUTHORITY, PO BOX 397, BATTLE
 LR0963'MOUNTAIN, NV 89820.  EXECUTIVE DIRECTOR IS DONALD SMITH, PHONE
 LR0963'702-635-2135 OR 2245.
 LR0963'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 LR0963'HIGHWAYS 80 AND 80 BUSINESS LOOP ON THE SOUTHEAST OF BATTLE MOUNTAIN
 LR0963'(EXIT 233), GO SOUTHEAST ON PAVED ROAD FOR 0.23 KM (0.14 MI) TO A
 LR0963'PAVED ROAD LEFT.  TURN LEFT, EAST, ON FRONTAGE ROAD FOR 3.49 KM
 LR0963'(2.17 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH, ON PAVED ROAD
 LR0963'FOR 0.62 KM (0.39 MI) TO ROAD END AND OFFICE ON THE LEFT.  CONTINUE
 LR0963'SOUTH ON APRON, THEN TAXI FOR 0.56 KM (0.35 MI) TO THE SEGMENTED
 LR0963'CIRCLE AND THE STATION ON THE LEFT.
 LR0963'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 LR0963'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 LR0963'WITH A LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.  IT IS
 LR0963'49.3 M (161.7 FT) EAST-SOUTHEAST OF THE TAXI CENTER, 12.3 M
 LR0963'(40.4 FT) WEST OF THE WINDSOCK POLE, AND 3.1 M (10.2 FT) EAST OF THE
 LR0963'INSIDE EDGE OF THE BARRELS COMPRISING THE SEGMENTED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0964 ***********************************************************************
 LR0964  DESIGNATION -  FAA BAM B
 LR0964  PID         -  LR0964
 LR0964  STATE/COUNTY-  NV/LANDER
 LR0964  USGS QUAD   -  BATEMAN SPRING (1986)
 LR0964
 LR0964                         *CURRENT SURVEY CONTROL
 LR0964  ___________________________________________________________________
 LR0964* NAD 83(1994)-  40 36 21.64092(N)    116 52 22.34932(W)     ADJUSTED  
 LR0964* NAVD 88     -      1380.4    (meters)    4529.     (feet)  VERTCON   
 LR0964  ___________________________________________________________________
 LR0964  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 LR0964  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 LR0964
 LR0964  HORZ ORDER  -  THIRD
 LR0964
 LR0964.This mark is at Battle Mountain Airport (BAM)
 LR0964
 LR0964.The horizontal coordinates were established by GPS observations
 LR0964.and adjusted by the National Geodetic Survey in June 1998..
 LR0964
 LR0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0964
 LR0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0964
 LR0964.The geoid height was determined by GEOID03.
 LR0964
 LR0964;                    North         East     Units Scale Factor Converg.
 LR0964;SPC NV C     - 6,649,917.925   482,549.482   MT  0.99990375   -0 08 03.2
 LR0964;SPC NV C     -21,817,272.39  1,583,164.43   sFT  0.99990375   -0 08 03.2
 LR0964;UTM  11      - 4,495,029.850   510,754.834   MT  0.99960142   +0 04 57.9
 LR0964
 LR0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0964!SPC NV C     -   0.99978672  x   0.99990375  =   0.99969049
 LR0964!UTM  11      -   0.99978672  x   0.99960142  =   0.99938822
 LR0964
 LR0964:                Primary Azimuth Mark                     Grid Az
 LR0964:SPC NV C     -  FAA BAM A                                198 16 58.9
 LR0964:UTM  11      -  FAA BAM A                                198 03 57.8
 LR0964
 LR0964|---------------------------------------------------------------------|
 LR0964| PID    Reference Object                     Distance      Geod. Az  |
 LR0964|                                                           dddmmss.s |
 LR0964| LR0963 FAA BAM A                           418.004 METERS 1980855.7 |
 LR0964|---------------------------------------------------------------------|
 LR0964
 LR0964                          SUPERSEDED SURVEY CONTROL
 LR0964
 LR0964  NAD 83(1986)-  40 36 21.64168(N)    116 52 22.33636(W) AD(       ) 3
 LR0964  NGVD 29 (10/05/92) 1379.3    (m)         4525.     (f) GPS OBS        
 LR0964
 LR0964.Superseded values are not recommended for survey control.
 LR0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0964.See file dsdata.txt to determine how the superseded data were derived.
 LR0964
 LR0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE1075595030(NAD 83)
 LR0964_MARKER: I = METAL ROD
 LR0964_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0964_SP_SET: STAINLESS STEEL ROD
 LR0964_STAMPING: FAA BAM B 1992
 LR0964_MARK LOGO: NGS   
 LR0964_PROJECTION: PROJECTING 1 CENTIMETERS
 LR0964_MAGNETIC: N = NO MAGNETIC MATERIAL
 LR0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0964+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LR0964_ROD/PIPE-DEPTH: 13.1 meters
 LR0964
 LR0964  HISTORY     - Date     Condition        Report By
 LR0964  HISTORY     - 1992     MONUMENTED       NGS
 LR0964
 LR0964                          STATION DESCRIPTION
 LR0964
 LR0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LR0964'STATION IS LOCATED ABOUT 8 KM (5.0 MI) SOUTHEAST OF BATTLE MOUNTAIN,
 LR0964'AT THE BATTLE MOUNTAIN/LANDER COUNTY AIRPORT, IN A CLEAR DIRT AREA ON
 LR0964'THE SOUTHEAST SIDE OF EAST-WEST TAXI TO END OF RUNWAY 21 AND END OF
 LR0964'RUNWAY 12. (NOTE--AREA IS DUE FOR MAJOR CONSTRUCTION IN 1993).
 LR0964'OWNERSHIP--LANDER COUNTY AIRPORT AUTHORITY, P.O. BOX 397, BATTLE
 LR0964'MOUNTAIN, NV 89820.  EXECUTIVE DIRECTOR IS DONALD SMITH, PHONE
 LR0964'702-635-2135 OR 635-2245.
 LR0964'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 LR0964'HIGHWAYS 80 AND 80 BUSINESS LOOP ON THE SOUTHEAST OF BATTLE MOUNTAIN
 LR0964'(EXIT 233), GO SOUTHEAST ON PAVED ROAD FOR 0.23 KM (0.14 MI) TO A
 LR0964'PAVED ROAD LEFT.  TURN LEFT, EAST, ON FRONTAGE ROAD FOR 3.49 KM
 LR0964'(2.17 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH, ON PAVED ROAD
 LR0964'FOR 0.62 KM (0.39 MI) TO ROAD END AND AIRPORT OFFICE ON THE LEFT.
 LR0964'CONTINUE SOUTH ON APRON THEN TAXI FOR 0.16 KM (0.10 MI) TO JUNCTION
 LR0964'OF TAXIS. TURN LEFT, EAST, ON TAXI FOR 80 M (262.5 FT) TO THE STATION
 LR0964'ON THE RIGHT.
 LR0964'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 LR0964'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 LR0964'WITH A LOGO CAP SURROUNDED BY CONCRETE PROJECTING 1 CM ABOVE THE
 LR0964'GROUND. IT IS 19.7 M (64.6 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 LR0964'TAXI, ABOUT 80 M (262.5 FT) EAST FROM THE JUNCTION OF THE TWO TAXIS,
 LR0964'21.8 M (71.5 FT) SOUTHWEST FROM A TAXI LIGHT AND 1.0 M (3.3 FT) NORTH
 LR0964'FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5117 ***********************************************************************
 AI5117  DESIGNATION -  FAA EKO A
 AI5117  PID         -  AI5117
 AI5117  STATE/COUNTY-  NV/ELKO
 AI5117  USGS QUAD   -  ELKO WEST (1975)
 AI5117
 AI5117                         *CURRENT SURVEY CONTROL
 AI5117  ___________________________________________________________________
 AI5117* NAD 83(1999)-  40 49 46.19768(N)    115 47 44.90995(W)     ADJUSTED  
 AI5117* NAVD 88     -      1581.8    (meters)    5190.     (feet)  GPS OBS   
 AI5117  ___________________________________________________________________
 AI5117  EPOCH DATE  -        1999.37
 AI5117  X           -  -2,103,664.711 (meters)                     COMP
 AI5117  Y           -  -4,352,452.048 (meters)                     COMP
 AI5117  Z           -   4,149,136.668 (meters)                     COMP
 AI5117  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AI5117  ELLIP HEIGHT-        1563.09  (meters)          (05/16/00) GPS OBS
 AI5117  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 AI5117
 AI5117  HORZ ORDER  -  A
 AI5117  ELLP ORDER  -  FOURTH    CLASS I
 AI5117
 AI5117.The horizontal coordinates were established by GPS observations
 AI5117.and adjusted by the National Geodetic Survey in May 2000..
 AI5117.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI5117.DATUM ITEM on the data sheet items page.
 AI5117.The horizontal coordinates are valid at the epoch date displayed above.
 AI5117.The epoch date for horizontal control is a decimal equivalence
 AI5117.of Year/Month/Day.
 AI5117
 AI5117.The orthometric height was determined by GPS observations and a
 AI5117.high-resolution geoid model.
 AI5117
 AI5117.Photographs are available for this station.
 AI5117
 AI5117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5117
 AI5117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5117
 AI5117.The ellipsoidal height was determined by GPS observations
 AI5117.and is referenced to NAD 83.
 AI5117
 AI5117.The geoid height was determined by GEOID03.
 AI5117
 AI5117;                    North         East     Units Scale Factor Converg.
 AI5117;SPC NV E     - 8,674,734.727   182,079.177   MT  0.99990395   -0 08 20.1
 AI5117;SPC NV E     -28,460,358.85    597,371.43   sFT  0.99990395   -0 08 20.1
 AI5117;UTM  11      - 4,520,527.822   601,535.990   MT  0.99972689   +0 47 14.6
 AI5117
 AI5117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5117!SPC NV E     -   0.99975487  x   0.99990395  =   0.99965884
 AI5117!UTM  11      -   0.99975487  x   0.99972689  =   0.99948183
 AI5117
 AI5117                          SUPERSEDED SURVEY CONTROL
 AI5117
 AI5117.No superseded survey control is available for this station.
 AI5117
 AI5117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0153620528(NAD 83)
 AI5117_MARKER: I = METAL ROD
 AI5117_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI5117_STAMPING: FAA EKO A 1994
 AI5117_MARK LOGO: NGS   
 AI5117_PROJECTION: RECESSED 10 CENTIMETERS
 AI5117_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5117+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AI5117_ROD/PIPE-DEPTH: 5    meters
 AI5117
 AI5117  HISTORY     - Date     Condition        Report By
 AI5117  HISTORY     - 1994     MONUMENTED       NGS
 AI5117
 AI5117                          STATION DESCRIPTION
 AI5117
 AI5117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AI5117'THIS MARK IS AT THE ELKO AIRPORT.  IT WAS PRESUMABLY SET IN 1994 AS
 AI5117'THE STAMPING INDICATES BUT NO DATA SHEET CAN BE FOUND NOR ANY OTHER
 AI5117'INFORMATION.  IT MAY BE ASSUMED THAT IT WAS SET FOR THE 1994 GPS
 AI5117'SURVEYS AND FOR SOME REASON WAS NOT USED AND STATION EKO AP STA A WAS
 AI5117'USED INSTEAD.  A DESCRIPTION FOLLOWS.  TO REACH THE STATION FROM THE
 AI5117'INTERSECTION OF MOUNTAIN CITY HIGHWAY (STATE ROUTE 225) AND INTERSTATE
 AI5117'80 (EXIT NUMBER 301) PROCEED SOUTHEASTERLY FOR 0.4 MILE (0.6 KM) ALONG
 AI5117'MOUNTAIN CITY HIGHWAY (HWY 225) TO CIMARRON WAY, THENCE TURN
 AI5117'SOUTHWESTERLY NORTH OF A GAS STATION FOR ABOUT 130 FEET (39.6 M) TO A
 AI5117'FAA ELKO AIRPORT SECURITY GATE.  PROCEED WEST THEN NORTHWEST FOR 0.3
 AI5117'MILE (0.5 KM) ALONG AN ACCESS ROAD TO THE AIRCRAFT HANGERS AND
 AI5117'PARALLELING ALONG RUNWAY 12-30 TO A PAVED OLD MOUNTAIN CITY HIGHWAY
 AI5117'THENCE 0.2 ALONG THE OLD MTN CITY HIGHWAY TO THE SOUTHERLY RIGHT OF
 AI5117'WAY FENCE OF INTERSTATE 80, THENCE WEST 100 FEET (30.5 M) TO A FORK IN
 AI5117'THE ROAD, THENCE TAKE THE LEFT FORK 300 FEET (91.4 M) TO THE BEACON
 AI5117'TOWER MAINTENANCE ROAD, THENCE CONTINUE WEST FOR 0.4 MILE (0.6 KM)
 AI5117'ALONG THE MAINTENANCE ROAD (SWITCH BACK, CROSS MAJOR DRAINAGE AND UP A
 AI5117'GRADUAL SLOPE) TO THE BEACON TOWER, THENCE NORTH 50 DEGREES WEST AT
 AI5117'225 FEET (68.6 M) FROM THE BEACON TOWER IS STATION.  THIS DESCRIPTION
 AI5117'MAY CHANGE DUE TO UPCOMMING AIRPORT CONSTRUCTION IN THE NEXT TWO YEARS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7185 ***********************************************************************
 AH7185  DESIGNATION -  FAA EKO B
 AH7185  PID         -  AH7185
 AH7185  STATE/COUNTY-  NV/ELKO
 AH7185  USGS QUAD   -  ELKO WEST (1975)
 AH7185
 AH7185                         *CURRENT SURVEY CONTROL
 AH7185  ___________________________________________________________________
 AH7185* NAD 83(1999)-  40 49 06.76632(N)    115 48 19.14264(W)     ADJUSTED  
 AH7185* NAVD 88     -      1537.9    (meters)    5046.     (feet)  GPS OBS   
 AH7185  ___________________________________________________________________
 AH7185  EPOCH DATE  -        1999.37
 AH7185  X           -  -2,104,718.801 (meters)                     COMP
 AH7185  Y           -  -4,352,788.980 (meters)                     COMP
 AH7185  Z           -   4,148,187.286 (meters)                     COMP
 AH7185  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AH7185  ELLIP HEIGHT-        1519.16  (meters)          (10/30/00) GPS OBS
 AH7185  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 AH7185
 AH7185  HORZ ORDER  -  FIRST
 AH7185  ELLP ORDER  -  FOURTH    CLASS II
 AH7185
 AH7185.The horizontal coordinates were established by GPS observations
 AH7185.and adjusted by the National Geodetic Survey in October 2000..
 AH7185.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AH7185.DATUM ITEM on the data sheet items page.
 AH7185.The horizontal coordinates are valid at the epoch date displayed above.
 AH7185.The epoch date for horizontal control is a decimal equivalence
 AH7185.of Year/Month/Day.
 AH7185
 AH7185.The orthometric height was determined by GPS observations and a
 AH7185.high-resolution geoid model.
 AH7185
 AH7185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7185
 AH7185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7185
 AH7185.The ellipsoidal height was determined by GPS observations
 AH7185.and is referenced to NAD 83.
 AH7185
 AH7185.The geoid height was determined by GEOID03.
 AH7185
 AH7185;                    North         East     Units Scale Factor Converg.
 AH7185;SPC NV E     - 8,673,520.482   181,274.069   MT  0.99990431   -0 08 42.4
 AH7185;SPC NV E     -28,456,375.11    594,730.01   sFT  0.99990431   -0 08 42.4
 AH7185;UTM  11      - 4,519,300.941   600,750.756   MT  0.99972494   +0 46 51.6
 AH7185
 AH7185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7185!SPC NV E     -   0.99976176  x   0.99990431  =   0.99966609
 AH7185!UTM  11      -   0.99976176  x   0.99972494  =   0.99948676
 AH7185
 AH7185                          SUPERSEDED SURVEY CONTROL
 AH7185
 AH7185  NAD 83(1994)-  40 49 06.76520(N)    115 48 19.14039(W) AD(       ) 1
 AH7185  ELLIP H (02/02/99) 1519.24   (m)                       GP(       ) 4 2
 AH7185
 AH7185.Superseded values are not recommended for survey control.
 AH7185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7185.See file dsdata.txt to determine how the superseded data were derived.
 AH7185
 AH7185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0075119301(NAD 83)
 AH7185_MARKER: I = METAL ROD
 AH7185_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7185_STAMPING: FAA EKO B 1994
 AH7185_MARK LOGO: NGS   
 AH7185_PROJECTION: FLUSH
 AH7185_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7185+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7185_ROD/PIPE-DEPTH: 9.0  meters
 AH7185
 AH7185  HISTORY     - Date     Condition        Report By
 AH7185  HISTORY     - 1994     MONUMENTED       NGS
 AH7185
 AH7185                          STATION DESCRIPTION
 AH7185
 AH7185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AH7185'THE STATION IS LOCATED ON THE WEST SIDE OF AIRPORT.  TO REACH FROM FAA
 AH7185'BUILDING AT THE WEST SIDE OF RAMP, TRAVEL WEST ON TAXIWAY A FOR 1.4 MI
 AH7185'(2.3 KM) TO A HOLDBAR AT TAXIWAY J, TRAVEL FOR .10 MI (0.16 KM)
 AH7185'CROSSING RUNWAY TO THE STATION ON THE RIGHT.  THE STATION IS A
 AH7185'STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCASED IN A PVC PIPE WITH NGS
 AH7185'LOGO CAP STAMPED FAA EKO B 1994.  IT IS 136.0 FT (41.5 M) SOUTH
 AH7185'SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY, 61.3 FT (18.7 M) SOUTH
 AH7185'SOUTHEAST OF A REIL AND 105.3 FT (32.1 M) NORTH NORTHWEST OF THE
 AH7185'PERIMETER FENCE.  THIS STATIOM IS DESIGNATED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1847 ***********************************************************************
 KR1847  DESIGNATION -  FAA FLX A
 KR1847  PID         -  KR1847
 KR1847  STATE/COUNTY-  NV/CHURCHILL
 KR1847  USGS QUAD   -  GRIMES POINT (1985)
 KR1847
 KR1847                         *CURRENT SURVEY CONTROL
 KR1847  ___________________________________________________________________
 KR1847* NAD 83(1994)-  39 29 55.34712(N)    118 45 03.29733(W)     ADJUSTED  
 KR1847* NAVD 88     -      1207.9    (meters)    3963.     (feet)  VERTCON   
 KR1847  ___________________________________________________________________
 KR1847  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 KR1847  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 KR1847
 KR1847  HORZ ORDER  -  THIRD
 KR1847
 KR1847.This mark is at Fallon Municipal Airport (FLX)
 KR1847
 KR1847.The horizontal coordinates were established by GPS observations
 KR1847.and adjusted by the National Geodetic Survey in June 1998..
 KR1847
 KR1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1847
 KR1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1847
 KR1847.The geoid height was determined by GEOID03.
 KR1847
 KR1847;                    North         East     Units Scale Factor Converg.
 KR1847;SPC NV W     - 4,526,972.994   785,586.819   MT  0.99990256   -0 06 23.7
 KR1847;SPC NV W     -14,852,243.90  2,577,379.42   sFT  0.99990256   -0 06 23.7
 KR1847;UTM  11      - 4,373,584.475   349,450.662   MT  0.99987906   -1 06 50.0
 KR1847
 KR1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1847!SPC NV W     -   0.99981436  x   0.99990256  =   0.99971694
 KR1847!UTM  11      -   0.99981436  x   0.99987906  =   0.99969345
 KR1847
 KR1847:                Primary Azimuth Mark                     Grid Az
 KR1847:SPC NV W     -  FAA FLX B                                228 34 41.9
 KR1847:UTM  11      -  FAA FLX B                                229 35 08.2
 KR1847
 KR1847|---------------------------------------------------------------------|
 KR1847| PID    Reference Object                     Distance      Geod. Az  |
 KR1847|                                                           dddmmss.s |
 KR1847| KR1848 FAA FLX B                           482.833 METERS 2282818.2 |
 KR1847|---------------------------------------------------------------------|
 KR1847
 KR1847                          SUPERSEDED SURVEY CONTROL
 KR1847
 KR1847  NAD 83(1986)-  39 29 55.35456(N)    118 45 03.29447(W) AD(       ) 3
 KR1847  NGVD 29 (10/05/92) 1207.0    (m)         3960.     (f) GPS OBS        
 KR1847
 KR1847.Superseded values are not recommended for survey control.
 KR1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1847.See file dsdata.txt to determine how the superseded data were derived.
 KR1847
 KR1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD4945173584(NAD 83)
 KR1847_MARKER: I = METAL ROD
 KR1847_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1847_SP_SET: STAINLESS STEEL ROD
 KR1847_STAMPING: FAA FLX A 1992
 KR1847_MARK LOGO: NGS   
 KR1847_PROJECTION: FLUSH
 KR1847_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1847+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KR1847_ROD/PIPE-DEPTH: 15.8 meters
 KR1847
 KR1847  HISTORY     - Date     Condition        Report By
 KR1847  HISTORY     - 1992     MONUMENTED       NGS
 KR1847
 KR1847                          STATION DESCRIPTION
 KR1847
 KR1847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 KR1847'STATION IS LOCATED ABOUT 3 KM (1.9 MI) NORTHEAST OF FALLON, AT THE
 KR1847'FALLON MUNICIPAL AIRPORT, IN THE MEDIAN OF THE RUNWAY AND PARALLEL
 KR1847'TAXI, AT THE JUNCTION OF A CONNECTOR.  OWNER--CITY OF FALLON, 55 WEST
 KR1847'WILLIAMS AVENUE, FALLON, NV 89486.  OWNER OF FIXED BASE OPERATIONS
 KR1847'(FBO) IS WALT WARDWELL, PHONE 702-423-3756.
 KR1847'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 95 NORTH ON THE
 KR1847'EAST SIDE OF FALLON, GO NORTH ON HIGHWAY 95 FOR 1.68 KM (1.04 MI) TO
 KR1847'A PAVED ROAD RIGHT.  TURN RIGHT, EASTERLY, ON AIRPORT ROAD FOR 1.63
 KR1847'KM (1.01 MI) TO A PAVED CROSSROAD.  TURN LEFT, NORTH, ON RIO VISTA
 KR1847'ROAD FOR 0.23 KM (0.14 MI) TO A FORK.  KEEP RIGHT INTO PARKING AREA
 KR1847'FOR 0.09 KM (0.06 MI) TO A GATE.  PASS THROUGH GATE, THEN TURN RIGHT,
 KR1847'EAST, FOR 40 M (131.2 FT) TO THE APRON.  BEAR HALF LEFT, EAST, ON
 KR1847'APRON FOR 0.12 KM (0.07 MI) TO THE PARALLEL TAXI AND THE CONNECTOR.
 KR1847'TURN LEFT, NORTHEAST, ON TAXI FOR 0.52 KM (0.32 MI) TO A CONNECTOR
 KR1847'AND THE STATION ON THE RIGHT.
 KR1847'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 KR1847'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 KR1847'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT
 KR1847'IS 38.7 M (127.0 FT) NORTHWEST FROM THE RUNWAY CENTER, 22.3 M
 KR1847'(73.2 FT) SOUTHEAST FROM THE TAXI CENTER, 16.7 M (54.8 FT) SOUTHWEST
 KR1847'FROM THE CONNECTOR CENTER AT THE STOP LINE, 25.4 M (83.3 FT) NORTH
 KR1847'FROM A TAXI LIGHT AND 1.0 M (3.3 FT) SOUTH FROM A CARSONITE WITNESS
 KR1847'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1848 ***********************************************************************
 KR1848  DESIGNATION -  FAA FLX B
 KR1848  PID         -  KR1848
 KR1848  STATE/COUNTY-  NV/CHURCHILL
 KR1848  USGS QUAD   -  FALLON (1985)
 KR1848
 KR1848                         *CURRENT SURVEY CONTROL
 KR1848  ___________________________________________________________________
 KR1848* NAD 83(1994)-  39 29 44.96714(N)    118 45 18.42504(W)     ADJUSTED  
 KR1848* NAVD 88     -      1208.1    (meters)    3964.     (feet)  VERTCON   
 KR1848  ___________________________________________________________________
 KR1848  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 KR1848  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 KR1848
 KR1848  HORZ ORDER  -  THIRD
 KR1848
 KR1848.This mark is at Fallon Municipal Airport (FLX)
 KR1848
 KR1848.The horizontal coordinates were established by GPS observations
 KR1848.and adjusted by the National Geodetic Survey in June 1998..
 KR1848
 KR1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1848
 KR1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1848
 KR1848.The geoid height was determined by GEOID03.
 KR1848
 KR1848;                    North         East     Units Scale Factor Converg.
 KR1848;SPC NV W     - 4,526,653.585   785,224.797   MT  0.99990269   -0 06 33.3
 KR1848;SPC NV W     -14,851,195.97  2,576,191.69   sFT  0.99990269   -0 06 33.3
 KR1848;UTM  11      - 4,373,271.487   349,083.090   MT  0.99988042   -1 06 59.4
 KR1848
 KR1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1848!SPC NV W     -   0.99981434  x   0.99990269  =   0.99971705
 KR1848!UTM  11      -   0.99981434  x   0.99988042  =   0.99969478
 KR1848
 KR1848:                Primary Azimuth Mark                     Grid Az
 KR1848:SPC NV W     -  FAA FLX A                                048 34 41.9
 KR1848:UTM  11      -  FAA FLX A                                049 35 08.0
 KR1848
 KR1848|---------------------------------------------------------------------|
 KR1848| PID    Reference Object                     Distance      Geod. Az  |
 KR1848|                                                           dddmmss.s |
 KR1848| KR1847 FAA FLX A                           482.833 METERS 0482808.6 |
 KR1848|---------------------------------------------------------------------|
 KR1848
 KR1848                          SUPERSEDED SURVEY CONTROL
 KR1848
 KR1848  NAD 83(1986)-  39 29 44.97458(N)    118 45 18.42218(W) AD(       ) 3
 KR1848  NGVD 29 (10/05/92) 1207.1    (m)         3960.     (f) GPS OBS        
 KR1848
 KR1848.Superseded values are not recommended for survey control.
 KR1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1848.See file dsdata.txt to determine how the superseded data were derived.
 KR1848
 KR1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD4908373271(NAD 83)
 KR1848_MARKER: I = METAL ROD
 KR1848_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1848_SP_SET: STAINLESS STEEL ROD
 KR1848_STAMPING: FAA FLX B 1992
 KR1848_MARK LOGO: NGS   
 KR1848_PROJECTION: FLUSH
 KR1848_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1848+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KR1848_ROD/PIPE-DEPTH: 13.4 meters
 KR1848
 KR1848  HISTORY     - Date     Condition        Report By
 KR1848  HISTORY     - 1992     MONUMENTED       NGS
 KR1848
 KR1848                          STATION DESCRIPTION
 KR1848
 KR1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 KR1848'STATION IS LOCATED ABOUT 3 KM (1.9 MI) NORTHEAST OF FALLON, AT THE
 KR1848'FALLON MUNICIPAL AIRPORT, IN THE MEDIAN OF THE RUNWAY AND PARALLEL
 KR1848'TAXI, AT THE JUNCTION OF THE MOST SOUTHWEST CONNECTOR.
 KR1848'OWNERSHIP--CITY OF FALLON, 55 WEST WILLIAMS AVENUE, FALLON, NV 89406.
 KR1848'OWNER OF FIXED BASE OPERATIONS (FBO) IS WALT WARDWELL, PHONE
 KR1848'702-423-3756.
 KR1848'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 95 NORTH, ON THE
 KR1848'EAST SIDE OF FALLON, GO NORTH ON HIGHWAY 95 FOR 1.68 KM (1.04 MI) TO
 KR1848'A PAVED ROAD RIGHT.  TURN RIGHT, EASTERLY, ON AIRPORT ROAD FOR 1.63
 KR1848'KM (1.01 MI) TO A PAVED CROSSROAD.  TURN LEFT, NORTH, ON RIO VISTA
 KR1848'ROAD FOR 0.23 KM (0.14 MI) TO A FORK.  KEEP RIGHT INTO PARKING AREA
 KR1848'FOR 0.09 KM (0.06 MI) TO A GATE.  PASS THROUGH GATE, THEN TURN RIGHT,
 KR1848'EAST, FOR 40 M (131.2 FT) TO THE APRON.  BEAR HALF LEFT, EAST, ON
 KR1848'APRON FOR 0.12 KM (0.07 MI) TO THE PARALLEL TAXI, THE CONNECTOR AND
 KR1848'THE STATION.
 KR1848'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 KR1848'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 KR1848'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT
 KR1848'IS 38.5 M (126.3 FT) NORTHWEST FROM THE RUNWAY CENTER, 22.5 M
 KR1848'(73.8 FT) SOUTHEAST FROM THE TAXI CENTER, 13.0 M (42.7 FT) NORTH FROM
 KR1848'THE CONNECTOR CENTER, 17.6 M (57.7 FT) WEST-NORTHWEST FROM THE
 KR1848'CONNECTOR CENTER AT THE STOP LINE, 6.8 M (22.3 FT) EAST FROM A SIGN
 KR1848'(TRANSIENT PARKING), 22.3 M (73.2 FT) WEST-NORTHWEST FROM A TAXI
 KR1848'LIGHT AND 1.0 M (3.3 FT) SOUTH FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7743 ***********************************************************************
 AC7743  DESIGNATION -  FAA LAS A
 AC7743  PID         -  AC7743
 AC7743  STATE/COUNTY-  NV/CLARK
 AC7743  USGS QUAD   -  LAS VEGAS SW (1984)
 AC7743
 AC7743                         *CURRENT SURVEY CONTROL
 AC7743  ___________________________________________________________________
 AC7743* NAD 83(1999)-  36 05 03.82390(N)    115 09 28.87507(W)     ADJUSTED  
 AC7743* NAVD 88     -       645.6    (meters)    2118.     (feet)  GPS OBS   
 AC7743  ___________________________________________________________________
 AC7743  EPOCH DATE  -        1999.37
 AC7743  X           -  -2,194,019.754 (meters)                     COMP
 AC7743  Y           -  -4,671,410.258 (meters)                     COMP
 AC7743  Z           -   3,736,127.377 (meters)                     COMP
 AC7743  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 AC7743  ELLIP HEIGHT-         617.53  (meters)          (10/30/00) GPS OBS
 AC7743  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AC7743
 AC7743  HORZ ORDER  -  FIRST
 AC7743  ELLP ORDER  -  FOURTH    CLASS II
 AC7743
 AC7743.This mark is at Mccarran Intl Airport (LAS)
 AC7743
 AC7743.The horizontal coordinates were established by GPS observations
 AC7743.and adjusted by the National Geodetic Survey in October 2000..
 AC7743.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC7743.DATUM ITEM on the data sheet items page.
 AC7743.The horizontal coordinates are valid at the epoch date displayed above.
 AC7743.The epoch date for horizontal control is a decimal equivalence
 AC7743.of Year/Month/Day.
 AC7743
 AC7743.The orthometric height was determined by GPS observations and a
 AC7743.high-resolution geoid model.
 AC7743
 AC7743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7743
 AC7743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7743
 AC7743.The ellipsoidal height was determined by GPS observations
 AC7743.and is referenced to NAD 83.
 AC7743
 AC7743.The geoid height was determined by GEOID03.
 AC7743
 AC7743;                    North         East     Units Scale Factor Converg.
 AC7743;SPC NV E     - 8,148,117.777   238,303.119   MT  0.99991807   +0 15 01.8
 AC7743;SPC NV E     -26,732,616.41    781,832.82   sFT  0.99991807   +0 15 01.8
 AC7743;UTM  11      - 3,994,879.649   665,844.963   MT  0.99993891   +1 05 06.5
 AC7743
 AC7743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7743!SPC NV E     -   0.99990309  x   0.99991807  =   0.99982117
 AC7743!UTM  11      -   0.99990309  x   0.99993891  =   0.99984201
 AC7743
 AC7743:                Primary Azimuth Mark                     Grid Az
 AC7743:SPC NV E     -  FAA LAS B                                202 28 48.3
 AC7743:UTM  11      -  FAA LAS B                                201 38 43.6
 AC7743
 AC7743|---------------------------------------------------------------------|
 AC7743| PID    Reference Object                     Distance      Geod. Az  |
 AC7743|                                                           dddmmss.s |
 AC7743| AA3456 FAA LAS B                           APPROX. 0.7 KM 2024350.1 |
 AC7743|---------------------------------------------------------------------|
 AC7743
 AC7743                          SUPERSEDED SURVEY CONTROL
 AC7743
 AC7743  NAD 83(1994)-  36 05 03.82317(N)    115 09 28.87289(W) AD(       ) 1
 AC7743  ELLIP H (09/01/99)  617.62   (m)                       GP(       ) 4 2
 AC7743
 AC7743.Superseded values are not recommended for survey control.
 AC7743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7743.See file dsdata.txt to determine how the superseded data were derived.
 AC7743
 AC7743_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6584594880(NAD 83)
 AC7743_MARKER: F = FLANGE-ENCASED ROD
 AC7743_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC7743_STAMPING: FAA LAS A 1994
 AC7743_MARK LOGO: NGS   
 AC7743_MAGNETIC: I = MARKER IS A STEEL ROD
 AC7743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7743+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1999
 AC7743
 AC7743  HISTORY     - Date     Condition        Report By
 AC7743  HISTORY     - 1994     MONUMENTED       NGS
 AC7743  HISTORY     - 19990629 GOOD             NGS
 AC7743  HISTORY     - 20030109 MARK NOT FOUND   NGS
 AC7743  HISTORY     - 20050323 MARK NOT FOUND   NGS
 AC7743
 AC7743                          STATION DESCRIPTION
 AC7743
 AC7743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AC7743'THE STATION IS LOCATED AT THE MCCARRAN INTERNATIONAL AIRPORT NEAR
 AC7743'MID-FIELD.  IT IS ABOUT 1900 FT (579.1 M) WEST OF THE MAIN TERMINAL
 AC7743'BUILDING AND 850 FT (259.1 M) NORTH-NORTHWEST OF THE FIRE STATION. IT
 AC7743'IS IN THE CENTER OF A YELLOW PAINTED X ON A SECTION OF OLD PAVEMENT
 AC7743'AND 81.4 FT (24.8 M) EAST OF A WITNESS POST.  THE STATION IS AN NGS 3D
 AC7743'ROD MARK.  THE LOGO CAP IS STAMPED FAA LAS A 1994.
 AC7743
 AC7743                          STATION RECOVERY (1999)
 AC7743
 AC7743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AC7743'NOTE--ESCORT REQUIRED TO REACH THE STATION.  CALL AT LEAST 48 HOURS IN
 AC7743'ADVANCE SO A SCHEDULE CAN BE MADE.  STATION IS LOCATED ABOUT 11 KM
 AC7743'(6.85 MI) SOUTH OF DOWNTOWN LAS VEGAS, AT MC CARRAN INTERNATIONAL
 AC7743'AIRPORT, 0.5 KM (0.30 MI) WEST OF THE CONTROL TOWER, 216 M (708.7 FT)
 AC7743'NORTHWEST OF THE CRASH, FIRE AND RESCUE (CFR) BUILDING, ON THE
 AC7743'CENTERLINE OF ABANDONED RUNWAY 14-32, IN THE MIDDLE OF A LARGE  X
 AC7743'PAINTED ON THE PAVEMENT, IN THE NORTHEAST 1/4 OF SECTION 33, T 21 S, R
 AC7743'61 E.  OWNERSHIP--CLARK COUNTY, PO BOX 11005, LAS VEGAS, NV 89111.
 AC7743'AIRPORT COORDINATOR IS DON HAUTH, PHONE 702-261-5605 OR 702-261-5119.
 AC7743'NOTE--JIM TURNER OF THE CLARK COUNTY SURVEYORS OFFICE (PHONE
 AC7743'702-455-7726) ALSO HAS ACCESS TO THE STATION.  TO REACH FROM THE
 AC7743'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND TROPICANA AVENUE
 AC7743'(EXIT 37) , ABOUT 10 KM (6.20 MI) SOUTH OF DOWNTOWN, GO EAST ON
 AC7743'TROPICANA AVENUE FOR 2.7 KM (1.65 MI) TO A CROSSROAD.  TURN RIGHT,
 AC7743'SOUTH, ON PARADISE ROAD FOR 1.7 KM (1.05 MI) TO THE TERMINAL BUILDING
 AC7743'AREA.  (IF COUNTY SURVEYOR ESCORTS YOU, AFTER TURNING RIGHT ON
 AC7743'PARADISE ROAD, GO 0.3 KM (0.20 MI) TO A ROAD RIGHT.  TURN RIGHT, WEST,
 AC7743'ON GUS GIUFFRE DRIVE FOR 0.15 KM (0.10 MI) TO GATE 56 AND A COUNTY
 AC7743'OFFICE ON THE RIGHT) .  STATION MARK IS A PUNCH HOLE TOP CENTER ON A
 AC7743'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 AC7743'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AC7743'SET FLUSH WITH THE PAVEMENT.  IT IS 216 M (708.7 FT) NORTHWEST OF THE
 AC7743'NORTHWEST CORNER OF THE CFR BUILDING, 27 M (88.6 FT) NORTHWEST OF THE
 AC7743'EXTENDED CENTER OF A DIRT LANE LEADING NORTHEAST, 22.9 M (75.1 FT)
 AC7743'NORTHEAST OF THE NORTHEAST EDGE OF THE OLD RUNWAY, AND 24.8 M (81.4
 AC7743'FT) NORTHEAST OF A FIBERGLASS WITNESS POST. DESCRIBED BY D.G.  AUG
 AC7743'THIS IS A SECONDARY AIRPORT CONTROL STATION.
 AC7743
 AC7743                          STATION RECOVERY (2003)
 AC7743
 AC7743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (TGW)
 AC7743'REPORTED DESTROYED BY MCCARRAN INTERNATIONAL AIRPORT AUTHORITIES, LAS
 AC7743'VEGAS, NV. DURING TAXIWAY MILLING OPERATIONS, DECEMBER 2002.
 AC7743'CONFIRMED BY ON-SITE SURVEYOR AND ENGINEER.
 AC7743
 AC7743                          STATION RECOVERY (2005)
 AC7743
 AC7743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DLA)
 AC7743'MARK WAS NOT FOUND AND IS PRESUMED DESTROYED DUE TO TAXIWAY
 AC7743'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3456 ***********************************************************************
 AA3456  CBN         -  This is a Cooperative Base Network Control Station.
 AA3456  PACS        -  This is a Primary Airport Control Station.
 AA3456  DESIGNATION -  FAA LAS B
 AA3456  PID         -  AA3456
 AA3456  STATE/COUNTY-  NV/CLARK
 AA3456  USGS QUAD   -  LAS VEGAS SW (1984)
 AA3456
 AA3456                         *CURRENT SURVEY CONTROL
 AA3456  ___________________________________________________________________
 AA3456* NAD 83(1999)-  36 04 44.09630(N)    115 09 39.05605(W)     ADJUSTED  
 AA3456* NAVD 88     -       652.59   (meters)    2141.0    (feet)  GPS OBS   
 AA3456  ___________________________________________________________________
 AA3456  EPOCH DATE  -        1999.37
 AA3456  X           -  -2,194,405.012 (meters)                     COMP
 AA3456  Y           -  -4,671,631.266 (meters)                     COMP
 AA3456  Z           -   3,735,640.061 (meters)                     COMP
 AA3456  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 AA3456  ELLIP HEIGHT-         624.57  (meters)          (10/30/00) GPS OBS
 AA3456  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA3456
 AA3456  HORZ ORDER  -  B
 AA3456  ELLP ORDER  -  FOURTH    CLASS II
 AA3456
 AA3456.This mark is at Mccarran Intl Airport (LAS)
 AA3456
 AA3456.The horizontal coordinates were established by GPS observations
 AA3456.and adjusted by the National Geodetic Survey in October 2000..
 AA3456.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3456.DATUM ITEM on the data sheet items page.
 AA3456.The horizontal coordinates are valid at the epoch date displayed above.
 AA3456.The epoch date for horizontal control is a decimal equivalence
 AA3456.of Year/Month/Day.
 AA3456
 AA3456.The orthometric height was determined by GPS observations and a
 AA3456.high-resolution geoid model.
 AA3456
 AA3456.GPS derived orthometric heights for airport stations designated as
 AA3456.PACS or SACS are published to 2 decimal places.  This maintains
 AA3456.centimeter relative accuracy between the PACS and SACS.  It does
 AA3456.not indicate centimeter accuracy relative to other marks which are
 AA3456.part of the NAVD 88 network.
 AA3456
 AA3456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3456
 AA3456.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3456
 AA3456.The ellipsoidal height was determined by GPS observations
 AA3456.and is referenced to NAD 83.
 AA3456
 AA3456.The geoid height was determined by GEOID03.
 AA3456
 AA3456;                    North         East     Units Scale Factor Converg.
 AA3456;SPC NV E     - 8,147,508.672   238,051.067   MT  0.99991783   +0 14 55.7
 AA3456;SPC NV E     -26,730,618.03    781,005.88   sFT  0.99991783   +0 14 55.7
 AA3456;UTM  11      - 3,994,266.925   665,601.805   MT  0.99993792   +1 04 60.0
 AA3456
 AA3456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3456!SPC NV E     -   0.99990198  x   0.99991783  =   0.99981982
 AA3456!UTM  11      -   0.99990198  x   0.99993792  =   0.99983991
 AA3456
 AA3456:                Primary Azimuth Mark                     Grid Az
 AA3456:SPC NV E     -  FAA LAS A                                022 28 48.4
 AA3456:UTM  11      -  FAA LAS A                                021 38 44.1
 AA3456
 AA3456|---------------------------------------------------------------------|
 AA3456| PID    Reference Object                     Distance      Geod. Az  |
 AA3456|                                                           dddmmss.s |
 AA3456| AC7743 FAA LAS A                           APPROX. 0.7 KM 0224344.1 |
 AA3456|---------------------------------------------------------------------|
 AA3456
 AA3456                          SUPERSEDED SURVEY CONTROL
 AA3456
 AA3456  NAD 83(1994)-  36 04 44.09557(N)    115 09 39.05387(W) AD(       ) B
 AA3456  ELLIP H (03/30/95)  624.66   (m)                       GP(       ) 4 1
 AA3456
 AA3456.Superseded values are not recommended for survey control.
 AA3456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3456.See file dsdata.txt to determine how the superseded data were derived.
 AA3456
 AA3456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6560294267(NAD 83)
 AA3456_MARKER: I = METAL ROD
 AA3456_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3456_STAMPING: FAA LAS B 1994
 AA3456_MARK LOGO: NGS   
 AA3456_PROJECTION: FLUSH
 AA3456_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3456+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2005
 AA3456_ROD/PIPE-DEPTH: 1.8  meters
 AA3456_SLEEVE-DEPTH  : 0.90 meters
 AA3456
 AA3456  HISTORY     - Date     Condition        Report By
 AA3456  HISTORY     - 1994     MONUMENTED       NGS
 AA3456  HISTORY     - 19950322 GOOD             NGS
 AA3456  HISTORY     - 19990629 GOOD             NGS
 AA3456  HISTORY     - 20050323 GOOD             NGS
 AA3456
 AA3456                          STATION DESCRIPTION
 AA3456
 AA3456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3456'STATION IS LOCATED ABOUT 11 KM (6.85 MI) SOUTH OF DOWNTOWN LAS VEGAS,
 AA3456'AT MC CARRAN INTERNATIONAL AIRPORT, 1.7 KM (1.05 MI) SOUTHWEST OF THE
 AA3456'CONTROL TOWER, 100 M (328.1 FT) SOUTHWEST OF THE VORTAC, IN A ROUGH
 AA3456'DIRT AREA ADJACENT TO THE AWOS MASTS AND A WINDSOCK, IN CENTRAL
 AA3456'SECTION 33, T 21 S, R 61 E.  OWNERSHIP--CLARK COUNTY, PO BOX 11005,
 AA3456'LAS VEGAS, NV 89111.  AIRPORT COORDINATOR IS DON HAUTH, PHONE
 AA3456'702-261-5605 OR 702-261-5119.  NOTE--JIM TURNER OF THE CLARK COUNTY
 AA3456'SURVEYORS OFFICE (PHONE 702-455-7726) ALSO HAS ACCESS TO THE STATION.
 AA3456'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15
 AA3456'AND TROPICANA AVENUE (EXIT 37), ABOUT 10 KM (6.20 MI) SOUTH OF
 AA3456'DOWNTOWN, GO EAST ON TROPICANA AVENUE FOR 2.7 KM (1.65 MI) TO A
 AA3456'CROSSROAD.  TURN RIGHT, SOUTH, ON PARADISE ROAD FOR 1.7 KM (1.05 MI)
 AA3456'TO THE TERMINAL BUILDING AREA.  (IF COUNTY SURVEYOR ESCORTS YOU, AFTER
 AA3456'TURNING RIGHT ON PARADISE ROAD, GO 0.3 KM (0.20 MI) TO A ROAD RIGHT.
 AA3456'TURN RIGHT, WEST, ON GUS GUIFFRE DRIVE FOR 0.15 KM (0.10 MI) TO GATE
 AA3456'56 AND A COUNTY OFFICE ON THE RIGHT). STATION MARK IS A PUNCH HOLE TOP
 AA3456'CENTER ON A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM
 AA3456'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AA3456'CONCRETE SET FLUSH WITH THE GROUND. IT IS 58.5 M (191.9 FT) EAST OF
 AA3456'THE EAST ONE OF TWO AWOS MASTS, 65.6 M (215.2 FT) SOUTHWEST OF A
 AA3456'WINDSOCK, 73.1 M (239.8 FT) NORTHWEST OF THE NORTH EDGE OF BRAVO TAXI,
 AA3456'1.7 M (5.6 FT) NORTHEAST OF A SHORT FIBERGLASS WITNESS POST, 1.5 M
 AA3456'(4.9 FT) SOUTHWEST OF A SHORT FIBERGLASS WITNESS POST, AND 1.1 M (3.6
 AA3456'FT) EAST OF A SHORT FIBERGLASS WITNESS POST.
 AA3456
 AA3456                          STATION RECOVERY (1995)
 AA3456
 AA3456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 AA3456'THE STATION IS LOCATED AT THE MCCARRAN INTERNATIOAL AIRPORT ABOUT 3500
 AA3456'FT (1066.8 M) SOUTHWEST OF THE MAIN TERMINAL BUILDING AND ABOUT 500 FT
 AA3456'(152.4 M) SOUTHWEST OF THE VORTAC.  IT IS 191.9 FT (58.5 M) EAST OF
 AA3456'THE EAST ONE OF TWO AMOM TOWERS, 215.2 FT (65.6 M) SOUTHWEST OF A
 AA3456'WINDSOCK, 239.8 FT (73.1 M) NORTH OF THE NORTH EDGE OF TAXIWAY B AND
 AA3456'BETWEEN THREE WITNESS POSTS.  THE STATION IS AN NGS 3D ROD MARK.  THE
 AA3456'LOGO CAP IS STAMPED FAA LAS B 1994
 AA3456
 AA3456                          STATION RECOVERY (1999)
 AA3456
 AA3456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AA3456'NOTE--ESCORT REQUIRED TO REACH THE STATION.  CALL AT LEAST 48 HOURS IN
 AA3456'ADVANCE SO A SCHEDULE CAN BE MADE.  STATION IS LOCATED ABOUT 11 KM
 AA3456'(6.85 MI) SOUTH OF DOWNTOWN LAS VEGAS, AT MC CARRAN INTERNATIONAL
 AA3456'AIRPORT, 1.7 KM (1.05 MI) SOUTHWEST OF THE CONTROL TOWER, 100 M (328.1
 AA3456'FT) SOUTHWEST OF THE VORTAC, IN A ROUGH DIRT AREA ADJACENT TO THE AWOS
 AA3456'MASTS AND A WINDSOCK, IN CENTRAL SECTION 33, T 21 S, R 61 E.
 AA3456'OWNERSHIP--CLARK COUNTY, PO BOX 11005, LAS VEGAS, NV 89111. AIRPORT
 AA3456'COORDINATOR IS DON HAUTH, PHONE 702-261-5605 OR 702-261-5119.
 AA3456'NOTE--JIM TURNER OF THE CLARK COUNTY SURVEYORS OFFICE (PHONE
 AA3456'702-455-7726) ALSO HAS ACCESS TO THE STATION.  TO REACH FROM THE
 AA3456'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND TROPICANA AVENUE
 AA3456'(EXIT 37) , ABOUT 10 KM (6.20 MI) SOUTH OF DOWNTOWN, GO EAST ON
 AA3456'TROPICANA AVENUE FOR 2.7 KM (1.65 MI) TO A CROSSROAD.  TURN RIGHT,
 AA3456'SOUTH, ON PARADISE ROAD FOR 1.7 KM (1.05 MI) TO THE TERMINAL BUILDING
 AA3456'AREA.  (IF COUNTY SURVEYOR ESCORTS YOU, AFTER TURNING RIGHT ON
 AA3456'PARADISE ROAD, GO 0.3 KM (0.20 MI) TO A ROAD RIGHT.  TURN RIGHT, WEST,
 AA3456'ON GUS GIUFFRE DRIVE FOR 0.15 KM (0.10 MI) TO GATE 56 AND A COUNTY
 AA3456'OFFICE ON THE RIGHT) .  STATION MARK IS A PUNCH HOLE TOP CENTER ON A
 AA3456'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 AA3456'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AA3456'SET FLUSH WITH THE GROUND.  IT IS 58.5 M (191.9 FT) EAST OF THE EAST
 AA3456'ONE OF TWO AWOS MASTS, 65.6 M (215.2 FT) SOUTHWEST OF A WINDSOCK, 73.1
 AA3456'M (239.8 FT) NORTHWEST OF THE NORTH EDGE OF BRAVO TAXI, 1.7 M (5.6 FT)
 AA3456'NORTHEAST OF A SHORT FIBERGLASS WITNESS POST, 1.5 M (4.9 FT) SOUTHWEST
 AA3456'OF A SHORT FIBERGLASS WITNESS POST, AND 1.1 M (3.6 FT) EAST OF A SHORT
 AA3456'FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG THIS IS THE PRIMARY
 AA3456'AIRPORT CONTROL STATION.
 AA3456
 AA3456                          STATION RECOVERY (2005)
 AA3456
 AA3456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DLA)
 AA3456'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3455 ***********************************************************************
 AA3455  CBN         -  This is a Cooperative Base Network Control Station.
 AA3455  PACS        -  This is a Primary Airport Control Station.
 AA3455  DESIGNATION -  FAA LOL A
 AA3455  PID         -  AA3455
 AA3455  STATE/COUNTY-  NV/PERSHING
 AA3455  USGS QUAD   -  GRANITE POINT (1987)
 AA3455
 AA3455                         *CURRENT SURVEY CONTROL
 AA3455  ___________________________________________________________________
 AA3455* NAD 83(1999)-  40 04 17.75558(N)    118 33 38.63531(W)     ADJUSTED  
 AA3455* NAVD 88     -      1190.01   (meters)    3904.2    (feet)  GPS OBS   
 AA3455  ___________________________________________________________________
 AA3455  EPOCH DATE  -        1999.37
 AA3455  X           -  -2,337,136.596 (meters)                     COMP
 AA3455  Y           -  -4,293,610.719 (meters)                     COMP
 AA3455  Z           -   4,084,823.546 (meters)                     COMP
 AA3455  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AA3455  ELLIP HEIGHT-        1166.80  (meters)          (10/30/00) GPS OBS
 AA3455  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 AA3455
 AA3455  HORZ ORDER  -  B
 AA3455  ELLP ORDER  -  FOURTH    CLASS II
 AA3455
 AA3455.This mark is at Derby Field Airport (LOL)
 AA3455
 AA3455.The horizontal coordinates were established by GPS observations
 AA3455.and adjusted by the National Geodetic Survey in October 2000..
 AA3455.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3455.DATUM ITEM on the data sheet items page.
 AA3455.The horizontal coordinates are valid at the epoch date displayed above.
 AA3455.The epoch date for horizontal control is a decimal equivalence
 AA3455.of Year/Month/Day.
 AA3455
 AA3455.The orthometric height was determined by GPS observations and a
 AA3455.high-resolution geoid model.
 AA3455
 AA3455.GPS derived orthometric heights for airport stations designated as
 AA3455.PACS or SACS are published to 2 decimal places.  This maintains
 AA3455.centimeter relative accuracy between the PACS and SACS.  It does
 AA3455.not indicate centimeter accuracy relative to other marks which are
 AA3455.part of the NAVD 88 network.
 AA3455
 AA3455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3455
 AA3455.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3455
 AA3455.The ellipsoidal height was determined by GPS observations
 AA3455.and is referenced to NAD 83.
 AA3455
 AA3455.The geoid height was determined by GEOID03.
 AA3455
 AA3455;                    North         East     Units Scale Factor Converg.
 AA3455;SPC NV W     - 4,590,561.876   801,927.802   MT  0.99990005   +0 00 52.4
 AA3455;SPC NV W     -15,060,868.42  2,630,991.46   sFT  0.99990005   +0 00 52.4
 AA3455;UTM  11      - 4,436,871.067   366,912.777   MT  0.99981805   -1 00 17.5
 AA3455
 AA3455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3455!SPC NV W     -   0.99981699  x   0.99990005  =   0.99971706
 AA3455!UTM  11      -   0.99981699  x   0.99981805  =   0.99963507
 AA3455
 AA3455                          SUPERSEDED SURVEY CONTROL
 AA3455
 AA3455  NAD 83(1994)-  40 04 17.75428(N)    118 33 38.63299(W) AD(       ) B
 AA3455  ELLIP H (03/30/95) 1166.88   (m)                       GP(       ) 4 1
 AA3455
 AA3455.Superseded values are not recommended for survey control.
 AA3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3455.See file dsdata.txt to determine how the superseded data were derived.
 AA3455
 AA3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE6691336871(NAD 83)
 AA3455_MARKER: I = METAL ROD
 AA3455_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3455_STAMPING: FAA LOL A 1994
 AA3455_MARK LOGO: NGS   
 AA3455_PROJECTION: FLUSH
 AA3455_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3455+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 AA3455_ROD/PIPE-DEPTH: 25.1 meters
 AA3455_SLEEVE-DEPTH  : 0.90 meters
 AA3455
 AA3455  HISTORY     - Date     Condition        Report By
 AA3455  HISTORY     - 1994     MONUMENTED       NGS
 AA3455  HISTORY     - 20020730 GOOD             NVGS
 AA3455
 AA3455                          STATION DESCRIPTION
 AA3455
 AA3455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3455'STATION IS LOCATED ABOUT 20 KM (12.40 MI) SOUTHWEST OF LOVELOCK, 22 KM
 AA3455'(13.65 MI) NORTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 80 AND US
 AA3455'HIGHWAY 95, AT DERBY FIELD AIRPORT, IN A FLAT AREA WITH LOW BRUSH
 AA3455'ALONG THE TAXI NEAR RUNWAY END 19, AND IN THE NORTHWEST CORNER OF
 AA3455'SECTION 1, T 25 N, R 30 E.  OWNERSHIP--PERSHING COUNTY, COUNTY CLERKS
 AA3455'OFFICE, LOVELOCK, NV 89419.  SUPERINTENDENT OF BUILDINGS AND GROUNDS
 AA3455'IS STEVE GREGORY, PHONE 702-273-2000. TO REACH FROM THE JUNCTION OF
 AA3455'HIGHWAYS 80 AND 95 (EXIT 83), GO EAST ON HIGHWAY 80 FOR 16.05 KM (9.95
 AA3455'MI) TO THE EXIT RAMP FOR THE TOULON INTERCHANGE (EXIT 93).  BEAR RIGHT
 AA3455'ON RAMP FOR 0.40 KM (0.25 MI) TO A CROSSROAD.  TURN RIGHT, SOUTHEAST,
 AA3455'FOR 0.11 KM (0.05 MI) TO THE FRONTAGE ROAD (OLD HIGHWAY 40). TURN
 AA3455'LEFT, NORTHEAST, FOR 6.87 KM (4.25 MI) TO A PAVED ROAD RIGHT.  TURN
 AA3455'RIGHT, SOUTHEAST, ON DERBY FIELD ROAD FOR 3.01 KM (1.85 MI) TO A
 AA3455'CATTLE GUARD.  CONTINUE AHEAD FOR 0.10 KM (0.05 MI) TO THE FLIGHT
 AA3455'SERVICE BUILDING ON THE LEFT. TURN LEFT, EAST-NORTHEAST, ACROSS APRON
 AA3455'AND TAXI FOR 0.24 KM (0.15 MI) TO THE RUNWAY. CROSS THE RUNWAY, TURN
 AA3455'LEFT, NORTHEAST, ALONG RUNWAY FOR 0.49 KM (0.30 MI) TO THE TAXI ON THE
 AA3455'RIGHT AT RUNWAY END 19.  TURN RIGHT, SOUTHEAST, ON TAXI FOR 0.38 KM
 AA3455'(0.25 MI) TO THE STATION ON THE RIGHT. STATION MARK IS A PUNCH HOLE
 AA3455'TOP CENTER OF STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90
 AA3455'CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AA3455'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 22.0 M (72.2 FT) SOUTHWEST
 AA3455'OF THE CENTER OF THE TAXI, AND 0.85 M (2.79 FT) NORTHEAST OF A
 AA3455'FIBERGLASS WITNESS POST. DESCRIBED BY D.G. AUG
 AA3455
 AA3455                          STATION RECOVERY (2002)
 AA3455
 AA3455'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 AA3455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0863 ***********************************************************************
 MT0863  DESIGNATION -  FAA LWL A
 MT0863  PID         -  MT0863
 MT0863  STATE/COUNTY-  NV/ELKO
 MT0863  USGS QUAD   -  WELLS (1982)
 MT0863
 MT0863                         *CURRENT SURVEY CONTROL
 MT0863  ___________________________________________________________________
 MT0863* NAD 83(1994)-  41 06 51.40642(N)    114 55 00.66405(W)     ADJUSTED  
 MT0863* NAVD 88     -      1756.7    (meters)    5763.     (feet)  VERTCON   
 MT0863  ___________________________________________________________________
 MT0863  X           -  -2,027,967.627 (meters)                     COMP
 MT0863  Y           -  -4,365,519.827 (meters)                     COMP
 MT0863  Z           -   4,173,137.053 (meters)                     COMP
 MT0863  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 MT0863  ELLIP HEIGHT-        1739.61  (meters)          (06/11/98) GPS OBS
 MT0863  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 MT0863
 MT0863  HORZ ORDER  -  THIRD
 MT0863  ELLP ORDER  -  FOURTH    CLASS I
 MT0863
 MT0863.The horizontal coordinates were established by GPS observations
 MT0863.and adjusted by the National Geodetic Survey in June 1998..
 MT0863
 MT0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0863
 MT0863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MT0863
 MT0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0863
 MT0863.The ellipsoidal height was determined by GPS observations
 MT0863.and is referenced to NAD 83.
 MT0863
 MT0863.The geoid height was determined by GEOID03.
 MT0863
 MT0863;                    North         East     Units Scale Factor Converg.
 MT0863;SPC NV E     - 8,706,549.709   255,972.215   MT  0.99993855   +0 26 17.8
 MT0863;SPC NV E     -28,564,738.50    839,802.18   sFT  0.99993855   +0 26 17.8
 MT0863;UTM  11      - 4,553,534.494   674,898.347   MT  0.99997649   +1 22 12.5
 MT0863
 MT0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0863!SPC NV E     -   0.99972720  x   0.99993855  =   0.99966577
 MT0863!UTM  11      -   0.99972720  x   0.99997649  =   0.99970370
 MT0863
 MT0863                          SUPERSEDED SURVEY CONTROL
 MT0863
 MT0863  NAD 83(1994)-  41 06 51.40634(N)    114 55 00.66390(W) AD(       ) 3
 MT0863  NAD 83(1986)-  41 06 51.40292(N)    114 55 00.65851(W) AD(       ) 3
 MT0863  NGVD 29 (10/05/92) 1755.5    (m)         5760.     (f) GPS OBS        
 MT0863
 MT0863.Superseded values are not recommended for survey control.
 MT0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0863.See file dsdata.txt to determine how the superseded data were derived.
 MT0863
 MT0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF7489853534(NAD 83)
 MT0863_MARKER: I = METAL ROD
 MT0863_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0863_SP_SET: STAINLESS STEEL ROD
 MT0863_STAMPING: FAA LWL A 1992
 MT0863_MARK LOGO: NGS   
 MT0863_PROJECTION: FLUSH
 MT0863_MAGNETIC: N = NO MAGNETIC MATERIAL
 MT0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MT0863+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MT0863_ROD/PIPE-DEPTH: 3.40 meters
 MT0863
 MT0863  HISTORY     - Date     Condition        Report By
 MT0863  HISTORY     - 1992     MONUMENTED       NGS
 MT0863
 MT0863                          STATION DESCRIPTION
 MT0863
 MT0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MT0863'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) EAST-NORTHEAST OF WELLS, AT
 MT0863'THE WELLS/HARRIET FIELD AIRPORT, ON THE SOUTH SIDE OF THE RUNWAY, ON
 MT0863'A LOW CUTBANK ON THE SOUTH SIDE OF A DRAINAGE DITCH, 352 M
 MT0863'(1154.9 FT) WEST OF THE EAST END OF THE RUNWAY.  OWNERSHIP--CITY OF
 MT0863'WELLS, P.O. BOX 366, WELLS, NV 89835. AIRPORT MANAGER IS MIKE
 MT0863'COSGROVE.  CARETAKER IS BRAD BALLARD (PHONE 702-752-3742) LIVES IN
 MT0863'MOBILE HOME ADJACENT TO AIRPORT ENTRANCE CATTLE GAURD.
 MT0863'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80
 MT0863'AND U.S. HIGHWAY 93 (EXIT 352) ON THE SOUTHEAST OF WELLS, GO
 MT0863'NORTHEAST ON HIGHWAY 93 FOR 2.71 KM (1.68 MI) TO A PAVED ROAD RIGHT.
 MT0863'TURN RIGHT, SOUTHEAST, ON PAVED ROAD FOR 1.03 KM (0.64 MI) TO A
 MT0863'CATTLE GAURD AT AIRPORT ENTRANCE.  CONTINUE AHEAD, NORTH, ON ROAD FOR
 MT0863'0.08 KM (0.05 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT , EAST, ON ROAD
 MT0863'THEN NORTHEAST AND NORTH ON APRON AND TAXI FOR A TOTAL OF 0.25 KM
 MT0863'(0.16 MI) TO THE RUNWAY.  TURN RIGHT, EAST, ALONGSIDE RUNWAY FOR 0.66
 MT0863'KM (0.41 MI) TO A SLIGHT RISE AND STATION ON THE RIGHT AT OLD RUNWAY
 MT0863'LIGHT WITH EXTENDED METAL RAILS (OLD 1000 FOOT (304.8 MT) MARKER).
 MT0863'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 MT0863'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 MT0863'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 MT0863'IS 88.5 M (290.4 FT) SOUTH FROM THE RUNWAY CENTER, 12.1 M (39.7 FT)
 MT0863'SOUTH FROM THE OLD RUNWAY LIGHT, 15.8 M (51.8 FT) SOUTHEAST FROM THE
 MT0863'WEST END OF THE METAL RAIL, 15.9 M (52.2 FT) SOUTHWEST FROM THE EAST
 MT0863'END OF THE METAL RAIL, 1.5 M (4.9 FT) SOUTH FROM THE BANK EDGE AND
 MT0863'1.0 M (3.3 FT) NORTH FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3458 ***********************************************************************
 AA3458  FBN         -  This is a Federal Base Network Control Station.
 AA3458  PACS        -  This is a Primary Airport Control Station.
 AA3458  DESIGNATION -  FAA MEV A
 AA3458  PID         -  AA3458
 AA3458  STATE/COUNTY-  NV/DOUGLAS
 AA3458  USGS QUAD   -  GENOA (1994)
 AA3458
 AA3458                         *CURRENT SURVEY CONTROL
 AA3458  ___________________________________________________________________
 AA3458* NAD 83(1999)-  39 00 04.41802(N)    119 45 15.08909(W)     ADJUSTED  
 AA3458* NAVD 88     -      1433.96   (meters)    4704.6    (feet)  GPS OBS   
 AA3458  ___________________________________________________________________
 AA3458  EPOCH DATE  -        1999.37
 AA3458  X           -  -2,463,701.176 (meters)                     COMP
 AA3458  Y           -  -4,309,851.170 (meters)                     COMP
 AA3458  Z           -   3,993,309.876 (meters)                     COMP
 AA3458  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AA3458  ELLIP HEIGHT-        1409.38  (meters)          (05/16/00) GPS OBS
 AA3458  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AA3458
 AA3458  HORZ ORDER  -  A
 AA3458  ELLP ORDER  -  FOURTH    CLASS I
 AA3458
 AA3458.This mark is at Minden Airport (MEV)
 AA3458
 AA3458.The horizontal coordinates were established by GPS observations
 AA3458.and adjusted by the National Geodetic Survey in May 2000..
 AA3458.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3458.DATUM ITEM on the data sheet items page.
 AA3458.The horizontal coordinates are valid at the epoch date displayed above.
 AA3458.The epoch date for horizontal control is a decimal equivalence
 AA3458.of Year/Month/Day.
 AA3458
 AA3458.The orthometric height was determined by GPS observations and a
 AA3458.high-resolution geoid model.
 AA3458
 AA3458.GPS derived orthometric heights for airport stations designated as
 AA3458.PACS or SACS are published to 2 decimal places.  This maintains
 AA3458.centimeter relative accuracy between the PACS and SACS.  It does
 AA3458.not indicate centimeter accuracy relative to other marks which are
 AA3458.part of the NAVD 88 network.
 AA3458
 AA3458.Photographs are available for this station.
 AA3458
 AA3458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3458
 AA3458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3458
 AA3458.The ellipsoidal height was determined by GPS observations
 AA3458.and is referenced to NAD 83.
 AA3458
 AA3458.The geoid height was determined by GEOID03.
 AA3458
 AA3458;                    North         East     Units Scale Factor Converg.
 AA3458;SPC NV W     - 4,472,386.915   698,583.185   MT  1.00002661   -0 44 12.9
 AA3458;SPC NV W     -14,673,156.07  2,291,935.00   sFT  1.00002661   -0 44 12.9
 AA3458;UTM  11      - 4,320,521.955   261,494.564   MT  1.00030051   -1 44 02.9
 AA3458
 AA3458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3458!SPC NV W     -   0.99977892  x   1.00002661  =   0.99980553
 AA3458!UTM  11      -   0.99977892  x   1.00030051  =   1.00007937
 AA3458
 AA3458                          SUPERSEDED SURVEY CONTROL
 AA3458
 AA3458  NAD 83(1994)-  39 00 04.41546(N)    119 45 15.08497(W) AD(       ) B
 AA3458  ELLIP H (03/30/95) 1409.45   (m)                       GP(       ) 4 1
 AA3458
 AA3458.Superseded values are not recommended for survey control.
 AA3458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3458.See file dsdata.txt to determine how the superseded data were derived.
 AA3458
 AA3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6149520522(NAD 83)
 AA3458_MARKER: I = METAL ROD
 AA3458_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3458_STAMPING: FAA MEV A 1994
 AA3458_MARK LOGO: NGS   
 AA3458_PROJECTION: FLUSH
 AA3458_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3458+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 AA3458_ROD/PIPE-DEPTH: 13.3 meters
 AA3458_SLEEVE-DEPTH  : 0.90 meters
 AA3458
 AA3458  HISTORY     - Date     Condition        Report By
 AA3458  HISTORY     - 1994     MONUMENTED       NGS
 AA3458  HISTORY     - 19990108 GOOD             NGS
 AA3458  HISTORY     - 20030520 GOOD             NGS
 AA3458
 AA3458                          STATION DESCRIPTION
 AA3458
 AA3458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3458'STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTH OF MINDEN, 2 KM (1.25
 AA3458'MI) EAST OF US HIGHWAY 395, AT THE DOUGLAS COUNTY AIRPORT, ON THE EAST
 AA3458'SIDE OF THE SYMMETRICAL CIRCLE, BETWEEN THE CIRCLE AND THE PARALLEL
 AA3458'TAXI FOR RUNWAY 16-34, IN A FLAT GRASSY AREA, ON THE EAST EDGE OF
 AA3458'SECTION 8, T 13 N, R 20 E.  OWNERSHIP--DOUGLAS COUNTY, PO BOX 218,
 AA3458'MINDEN, NV 89423.  AIRPORT MANAGER IS DWIGHT BRIGGS, PHONE
 AA3458'702-782-9871. TO REACH FROM THE JUNCTION OF US HIGHWAY 395 AND STATE
 AA3458'HIGHWAY 88, ON THE NORTHWEST SIDE OF MINDEN, GO NORTH ON HIGHWAY 395
 AA3458'FOR 4.48 KM (2.80 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, EAST, ON
 AA3458'AIRPORT ROAD FOR 2.05 KM (1.25 MI) TO THE AIRPORT ADMINISTRATION
 AA3458'BUILDING ON THE LEFT, JUST BEFORE ROAD END AT FENCE GAP.  CONTINUE
 AA3458'AHEAD FOR 40 M (131.2 FT) TO THE FENCE GAP.  PASS THROUGH GAP, THEN
 AA3458'BEAR HALF LEFT, SOUTHEAST, ACROSS APRON FOR 0.09 KM (0.05 MI) TO THE
 AA3458'PAINTED TAXI STRIPE.  TURN LEFT, NORTHEAST, ON APRON, THEN TAXI FOR
 AA3458'0.24 KM (0.15 MI) TO THE TAXI FOR RUNWAY 16-34 AND THE STATION ON THE
 AA3458'LEFT. STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD
 AA3458'IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 AA3458'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 AA3458'IT IS 29.4 M (96.5 FT) EAST-NORTHEAST OF THE WINDSOCK POLE, 14.1 M
 AA3458'(46.3 FT) EAST-NORTHEAST OF THE SYMMETRICAL CIRCLE, 8.4 M (27.6 FT)
 AA3458'SOUTH OF A SHALLOW DITCH, 35.8 M (117.5 FT) WEST OF THE EDGE OF THE
 AA3458'PARALLEL TAXI, 47.4 M (155.5 FT) NORTHWEST OF THE NORTHWEST EDGE OF A
 AA3458'TAXI, 36.7 M (120.4 FT) WEST-SOUTHWEST OF THE WEST END OF A CONCRETE
 AA3458'DRAIN PIPE UNDER THE PARALLEL TAXI, AND 1.0 M (3.3 FT) NORTH OF A
 AA3458'SHORT FIBERGLASS WITNESS POST. DESCRIBED BY D.G. AUG
 AA3458
 AA3458                          STATION RECOVERY (1999)
 AA3458
 AA3458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA3458'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) NORTH OF MINDEN, AT THE
 AA3458'DOUGLAS COUNTY AIRPORT, NORTHEAST AND ACROSS THE APRON FROM THE
 AA3458'ADMINISTRATION BUILDING.  OWNERSHIP--DOUGLAS COUNTY, PO BOX 218,
 AA3458'MINDEN NV 89423, PHONE 702-782-9871.  NOTE--CONTACT THE AIRPORT
 AA3458'MANAGER IN ADVANCE BEFORE OCCUPYING THIS STATION.  TO REACH THE
 AA3458'STATION FROM THE JUNCTION OF US HIGHWAY 395 AND STATE HIGHWAY 88 ON
 AA3458'THE NORTH SIDE OF MINDEN, GO NORTH ON HIGHWAY 395 FOR 4.48 KM (2.80
 AA3458'MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, EAST ON COUNTY ROAD 759 E FOR
 AA3458'2.05 KM (1.25 MI) TO THE AIRPORT ADMINISTRATION BUILDING ON THE LEFT.
 AA3458'CONTINUE AHEAD, SOUTHEAST FOR 0.08 KM (0.05 MI) TO A GATE. PASS
 AA3458'THROUGH THE GATE AND TURN SHARP LEFT FOR ABOUT 12.2 M (40.0 FT) TO THE
 AA3458'END POST OF A CHAIN LINK FENCE.  TURN LEFT, NORTHEAST ON THE APRON
 AA3458'PASSING THE ADMINISTRATION BUILDING FOR 0.16 KM (0.10 MI) TO THE
 AA3458'SEGMENTED CIRCLE ENCLOSING THE TETRAHEDRON AND A WINDSOCK ON ITS
 AA3458'NORTHWEST SIDE.  BEAR RIGHT, EAST-NORTHEASTERLY AROUND THE SEGMENTED
 AA3458'CIRCLE TO THE STATION IN A GRASSY AREA SOUTHWEST OF RUNWAY 12.  THE
 AA3458'STATION IS A PUNCH POINT ON THE TOP CENTER OF A STAINLESS STEEL ROD IN
 AA3458'A GREASE-FILLED SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH AN ALUMINUM
 AA3458'LOGO CAP SURROUNDED BY CONCRETE.  IT IS 38.7 M (127.0 FT)
 AA3458'WEST-SOUTHWEST OF THE WEST END A CONCRETE DRAIN PIPE UNDER THE TAXI
 AA3458'FOR RUNWAY 12, 38.5 M (126.3 FT) WEST-NORTHWEST OF THE WEST EDGE OF
 AA3458'THE TAXIWAY, 41.3 M (135.5 FT) SOUTHEAST OF THE WINDSOCK, 29.4 M (96.5
 AA3458'FT) NORTHEAST OF THE TETRAHEDRON AND 3.3 M (10.8 FT) NORTH OF A
 AA3458'FIBERGLASS WITNESS POST.
 AA3458
 AA3458                          STATION RECOVERY (2003)
 AA3458
 AA3458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (ED)
 AA3458'RECOVERED AS DESCRIBED
 AA3458'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3457 ***********************************************************************
 AA3457  CBN         -  This is a Cooperative Base Network Control Station.
 AA3457  PACS        -  This is a Primary Airport Control Station.
 AA3457  DESIGNATION -  FAA REA A
 AA3457  PID         -  AA3457
 AA3457  STATE/COUNTY-  NV/WASHOE
 AA3457  USGS QUAD   -  RENO NE (1982)
 AA3457
 AA3457                         *CURRENT SURVEY CONTROL
 AA3457  ___________________________________________________________________
 AA3457* NAD 83(1999)-  39 39 53.40190(N)    119 52 19.22216(W)     ADJUSTED  
 AA3457* NAVD 88     -      1538.48   (meters)    5047.5    (feet)  GPS OBS   
 AA3457  ___________________________________________________________________
 AA3457  EPOCH DATE  -        1999.37
 AA3457  X           -  -2,449,335.315 (meters)                     COMP
 AA3457  Y           -  -4,264,344.679 (meters)                     COMP
 AA3457  Z           -   4,050,375.029 (meters)                     COMP
 AA3457  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AA3457  ELLIP HEIGHT-        1514.68  (meters)          (05/16/00) GPS OBS
 AA3457  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AA3457
 AA3457  HORZ ORDER  -  A
 AA3457  ELLP ORDER  -  FOURTH    CLASS I
 AA3457
 AA3457.This mark is at Reno/stead Airport (4SD)
 AA3457
 AA3457.The horizontal coordinates were established by GPS observations
 AA3457.and adjusted by the National Geodetic Survey in May 2000..
 AA3457.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3457.DATUM ITEM on the data sheet items page.
 AA3457.The horizontal coordinates are valid at the epoch date displayed above.
 AA3457.The epoch date for horizontal control is a decimal equivalence
 AA3457.of Year/Month/Day.
 AA3457
 AA3457.The orthometric height was determined by GPS observations and a
 AA3457.high-resolution geoid model.
 AA3457
 AA3457.GPS derived orthometric heights for airport stations designated as
 AA3457.PACS or SACS are published to 2 decimal places.  This maintains
 AA3457.centimeter relative accuracy between the PACS and SACS.  It does
 AA3457.not indicate centimeter accuracy relative to other marks which are
 AA3457.part of the NAVD 88 network.
 AA3457
 AA3457.Photographs are available for this station.
 AA3457
 AA3457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3457
 AA3457.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3457
 AA3457.The ellipsoidal height was determined by GPS observations
 AA3457.and is referenced to NAD 83.
 AA3457
 AA3457.The geoid height was determined by GEOID03.
 AA3457
 AA3457;                    North         East     Units Scale Factor Converg.
 AA3457;SPC NV W     - 4,546,195.956   689,428.432   MT  1.00005048   -0 49 21.5
 AA3457;SPC NV W     -14,915,311.23  2,261,899.78   sFT  1.00005048   -0 49 21.5
 AA3457;UTM  11      - 4,394,501.234   253,632.721   MT  1.00034734   -1 50 02.8
 AA3457
 AA3457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3457!SPC NV W     -   0.99976243  x   1.00005048  =   0.99981289
 AA3457!UTM  11      -   0.99976243  x   1.00034734  =   1.00010968
 AA3457
 AA3457                          SUPERSEDED SURVEY CONTROL
 AA3457
 AA3457  NAD 83(1994)-  39 39 53.39982(N)    119 52 19.21877(W) AD(       ) B
 AA3457  ELLIP H (03/30/95) 1514.80   (m)                       GP(       ) 4 1
 AA3457
 AA3457.Superseded values are not recommended for survey control.
 AA3457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3457.See file dsdata.txt to determine how the superseded data were derived.
 AA3457
 AA3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5363394501(NAD 83)
 AA3457_MARKER: I = METAL ROD
 AA3457_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3457_STAMPING: FAA REA A 1994
 AA3457_MARK LOGO: NGS   
 AA3457_PROJECTION: PROJECTING 10 CENTIMETERS
 AA3457_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3457+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AA3457_ROD/PIPE-DEPTH: 2.8  meters
 AA3457_SLEEVE-DEPTH  : 0.90 meters
 AA3457
 AA3457  HISTORY     - Date     Condition        Report By
 AA3457  HISTORY     - 19940101 MONUMENTED       NGS
 AA3457  HISTORY     - 19991015 GOOD             NGS
 AA3457  HISTORY     - 20030506 GOOD             NGS
 AA3457
 AA3457                          STATION DESCRIPTION
 AA3457
 AA3457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3457'STATION IS LOCATED ABOUT 17 KM (10.55 MI) NORTH-NORTHWEST OF RENO, AT
 AA3457'RENO-STEAD AIRPORT, ABOUT 300 M (984.2 FT) NORTH OF RUNWAY 8-26, 150 M
 AA3457'(492.1 FT) SOUTHWEST OF RUNWAY 14-32, 140 M (459.3 FT) SOUTHEAST OF
 AA3457'THE AWOS MAST, ALONG A GRADED ROAD, AT THE HIGHEST GROUND IN THE AREA,
 AA3457'IN SOUTH CENTRAL SECTION 20, T 21 N, R 19 E.  OWNERSHIP--WASHOE COUNTY
 AA3457'AIRPORT AUTHORITY, RENO INTERNATIONAL AIRPORT, RENO, NV 89506. AIRPORT
 AA3457'MANAGER IS BOB TRIMBORN, PHONE 702-328-6570. TO REACH FROM THE
 AA3457'UNDERPASS AT THE JUNCTION OF US HIGHWAY 395 AND STEAD BOULEVARD (EXIT
 AA3457'76), ABOUT 13 KM (8.05 MI) NORTHWEST OF RENO, GO NORTH ON STEAD
 AA3457'BOULEVARD FOR 2.60 KM (1.60 MI) TO A CROSSROAD (LEAR BOULEVARD).
 AA3457'CONTINUE NORTH ON STEAD BOULEVARD FOR 1.31 KM (0.80 MI) TO A FORK.
 AA3457'KEEP RIGHT, NORTHEAST, ON MOUNT VIDA STREET FOR 0.59 KM (0.35 MI) TO A
 AA3457'CROSS ROAD.  CONTINUE AHEAD, PASSING THROUGH A GATE, FOR 0.11 KM (0.05
 AA3457'MI) TO A T-ROAD.  TURN LEFT, WEST, ON ALPHA AVENUE FOR 0.04 KM (0.00
 AA3457'MI) TO A ROAD RIGHT.  TURN RIGHT, NORTH, ON PETRICCIANI WAY FOR 0.10
 AA3457'KM (0.05 MI) TO A GATE.  PASS THROUGH GATE ON PAVED ROAD FOR 0.04 KM
 AA3457'(0.00 MI) TO THE APRON.  TURN RIGHT, EAST, ON APRON FOR 0.05 KM (0.05
 AA3457'MI) TO THE OFFICE ON THE RIGHT, ADJACENT TO THE CONTROL TOWER.
 AA3457'AIRPORT PERSONNEL WILL DIRECT YOU TO THE STATION. STATION MARK IS A
 AA3457'PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 AA3457'FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AA3457'SURROUNDED BY CONCRETE PROJECTING 10 CM ABOVE GROUND. IT IS 126.0 M
 AA3457'(413.4 FT) SOUTHEAST OF THE PERIMETER FENCE AROUND THE AWOS SITE, 10.4
 AA3457'M (34.1 FT) SOUTHEAST OF, AND 0.5 M (1.6 FT) HIGHER THAN THE ROAD
 AA3457'CENTER, 4.6 M (15.1 FT) EAST OF THE BASE OF A 4 M (13.1 FT) LONG METAL
 AA3457'LIGHT POLE LAYING ON THE GROUND, AND 0.9 M (3.0 FT) NORTH OF A
 AA3457'FIBERGLASS WITNESS POST.
 AA3457
 AA3457                          STATION RECOVERY (1999)
 AA3457
 AA3457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 AA3457'RECOVERED AS DESCRIBED.
 AA3457
 AA3457                          STATION RECOVERY (2003)
 AA3457
 AA3457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 AA3457'THE STATION IS LOCATED ABOUT 17 KM NORTH-NORTHWEST OF RENO, AT RENO
 AA3457'STEAD AIRPORT,
 AA3457'ABOUT 300 M NORTH OF RUNWAY 8-26, 150 M SOUTHEAST OF THE AWOS MAST, AT
 AA3457'THE HIGHEST
 AA3457'GROUND IN THE AREA. OWNERSHIP--WASHOE COUNTY AIRPORT AUTHORITY, RENO
 AA3457'INTERNATIONAL
 AA3457'INTERNATIONAL AIRPORT, P.O.BOX  12490,  RENO, NV 89510. AIRPORT
 AA3457'MANAGER IS SKIP POLAK, 4895
 AA3457'TEXAS AVENUE, RENO, NV 89506. PHONE-775-328-6402.
 AA3457'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 395 AND STEAD
 AA3457'BOULEVARD(EXIT 76),
 AA3457'ABOUT 13 KM NORTHWEST OF RENO, GO NORTH ON STEAD BOULEVARD 2.4 MI TO A
 AA3457'FORK. KEEP
 AA3457'RIGHT, NORTHEAST, ON MOUNT VIDA STREET FOR 0.35 MI TO A CROSS ROAD.
 AA3457'CONTINUE AHEAD, 0.05
 AA3457'MI TO A T-ROAD. TURN LEFT, AND GO NORTH 0.05 MI TO A ROAD RIGHT. TURN
 AA3457'RIGHT GO NORTH 0.1 MI
 AA3457'TO A GATE. PASS THRU GATE AND GO 0.05 MI TO THE APRON. TURN RIGHT AND
 AA3457'GO EAST 0.05 MI TO
 AA3457'THE CONTROL TOWER AND AIRPORT OFFICE ON THE RIGHT. CONTINUE AHEAD EAST
 AA3457'FOR 0.1 MI TO A
 AA3457'OPENING ON THE FENCE LINE ON THE LEFT. TURN LEFT AND GO NORTH  ACROSS
 AA3457'THE APRON TO
 AA3457'TAXIWAY A. TURN RIGHT AND GO 0.1 MI TO TAXIWAY B. TURN LEFT AND GO
 AA3457'NORTHERLY ON TAXIWAY
 AA3457'B FOR 0.3 MI CROSSING RUNWAY  8-26  AND THE STATION ON THE LEFT.
 AA3457'LOCATED 126.0 M SOUTHEAST OF THE PERIMETER FENCE AROUND THE AWOS SITE,
 AA3457'188.0 FT SOUTH
 AA3457'OF THE CENTERLINE OF TAXIWAY B AND 3 FT SOUTH OF A WITNESS POST.
 AA3457' 
 AA3457'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3453 ***********************************************************************
 AA3453  CBN         -  This is a Cooperative Base Network Control Station.
 AA3453  PACS        -  This is a Primary Airport Control Station.
 AA3453  DESIGNATION -  FAA VGT A
 AA3453  PID         -  AA3453
 AA3453  STATE/COUNTY-  NV/CLARK
 AA3453  USGS QUAD   -  LAS VEGAS NW (1983)
 AA3453
 AA3453                         *CURRENT SURVEY CONTROL
 AA3453  ___________________________________________________________________
 AA3453* NAD 83(1999)-  36 12 36.74821(N)    115 11 54.42617(W)     ADJUSTED  
 AA3453* NAVD 88     -       667.64   (meters)    2190.4    (feet)  GPS OBS   
 AA3453  ___________________________________________________________________
 AA3453  EPOCH DATE  -        1999.37
 AA3453  X           -  -2,193,816.930 (meters)                     COMP
 AA3453  Y           -  -4,662,425.316 (meters)                     COMP
 AA3453  Z           -   3,747,414.631 (meters)                     COMP
 AA3453  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 AA3453  ELLIP HEIGHT-         639.76  (meters)          (05/16/00) GPS OBS
 AA3453  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AA3453
 AA3453  HORZ ORDER  -  A
 AA3453  ELLP ORDER  -  FOURTH    CLASS I
 AA3453
 AA3453.This mark is at Las Vegas (NRTH LV) Airport (VGT)
 AA3453
 AA3453.The horizontal coordinates were established by GPS observations
 AA3453.and adjusted by the National Geodetic Survey in May 2000..
 AA3453.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3453.DATUM ITEM on the data sheet items page.
 AA3453.The horizontal coordinates are valid at the epoch date displayed above.
 AA3453.The epoch date for horizontal control is a decimal equivalence
 AA3453.of Year/Month/Day.
 AA3453
 AA3453.The orthometric height was determined by GPS observations and a
 AA3453.high-resolution geoid model.
 AA3453
 AA3453.GPS derived orthometric heights for airport stations designated as
 AA3453.PACS or SACS are published to 2 decimal places.  This maintains
 AA3453.centimeter relative accuracy between the PACS and SACS.  It does
 AA3453.not indicate centimeter accuracy relative to other marks which are
 AA3453.part of the NAVD 88 network.
 AA3453
 AA3453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3453
 AA3453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3453
 AA3453.The ellipsoidal height was determined by GPS observations
 AA3453.and is referenced to NAD 83.
 AA3453
 AA3453.The geoid height was determined by GEOID03.
 AA3453
 AA3453;                    North         East     Units Scale Factor Converg.
 AA3453;SPC NV E     - 8,162,061.667   234,606.636   MT  0.99991475   +0 13 38.5
 AA3453;SPC NV E     -26,778,363.99    769,705.27   sFT  0.99991475   +0 13 38.5
 AA3453;UTM  11      - 4,008,768.333   661,945.399   MT  0.99992315   +1 03 52.2
 AA3453
 AA3453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3453!SPC NV E     -   0.99989960  x   0.99991475  =   0.99981436
 AA3453!UTM  11      -   0.99989960  x   0.99992315  =   0.99982276
 AA3453
 AA3453:                Primary Azimuth Mark                     Grid Az
 AA3453:SPC NV E     -  FAA VGT B                                057 57 56.7
 AA3453:UTM  11      -  FAA VGT B                                057 07 43.0
 AA3453
 AA3453|---------------------------------------------------------------------|
 AA3453| PID    Reference Object                     Distance      Geod. Az  |
 AA3453|                                                           dddmmss.s |
 AA3453| AC7751 FAA VGT B                           APPROX. 0.5 KM 0581135.2 |
 AA3453| AC7752 FAA VGT C                           APPROX. 0.7 KM 3133323.3 |
 AA3453|---------------------------------------------------------------------|
 AA3453
 AA3453                          SUPERSEDED SURVEY CONTROL
 AA3453
 AA3453  NAD 83(1994)-  36 12 36.74743(N)    115 11 54.42410(W) AD(       ) B
 AA3453  ELLIP H (03/30/95)  639.89   (m)                       GP(       ) 4 1
 AA3453
 AA3453.Superseded values are not recommended for survey control.
 AA3453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3453.See file dsdata.txt to determine how the superseded data were derived.
 AA3453
 AA3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6194508768(NAD 83)
 AA3453_MARKER: I = METAL ROD
 AA3453_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3453_STAMPING: FAA VGT A 1994
 AA3453_MARK LOGO: NGS   
 AA3453_PROJECTION: FLUSH
 AA3453_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3453+STABILITY: POSITION/ELEVATION WELL
 AA3453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3453+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1999
 AA3453_ROD/PIPE-DEPTH: 7.6  meters
 AA3453_SLEEVE-DEPTH  : 0.90 meters
 AA3453
 AA3453  HISTORY     - Date     Condition        Report By
 AA3453  HISTORY     - 1994     MONUMENTED       NGS
 AA3453  HISTORY     - 19950630 GOOD             NGS
 AA3453  HISTORY     - 19990727 GOOD             NGS
 AA3453  HISTORY     - 19991018 GOOD             NGS
 AA3453
 AA3453                          STATION DESCRIPTION
 AA3453
 AA3453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3453'NOTE--ESCORT REQUIRED TO USE STATION. STATION IS LOCATED IN THE
 AA3453'NORTHWEST SECTION OF LAS VEGAS, AT THE NORTH LAS VEGAS AIR TERMINAL,
 AA3453'ABOUT 150 M (492.1 FT) NORTHEAST OF THE ADMINISTRATION AND TERMINAL
 AA3453'BUILDING, AT THE JUNCTION OF TWO TAXIS, IN A MEDIAN BORDERED ON THREE
 AA3453'SIDES BY THE APRON AND BRAVO AND CHARLIE TAXIS, IN CENTRAL SECTION 17,
 AA3453'T 20 S, R 61 E. OWNERSHIP--CLARK COUNTY, PO BOX 11005, LAS VEGAS, NV
 AA3453'89110.  AIRPORT MANAGER IS DUANE BUSCH, PHONE 702-261-3802.
 AA3453'NOTE--BILL DESANTIS AND JIM TURNER OF THE CLARK COUNTY SURVEYORS
 AA3453'OFFICE ALSO HAVE ACCESS TO THE STATION (PHONE 702-455-7726). TO REACH
 AA3453'FROM THE UNDERPASS AT THE JUNCTION OF US HIGHWAY 95 AND RANCHO ROAD
 AA3453'(1.6 KM WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 15 AND HIGHWAY 95
 AA3453'IN DOWNTOWN LAS VEGAS), GO NORTHWEST ON RANCHO ROAD FOR 3.7 KM (2.30
 AA3453'MI) TO A CROSSROAD.  TURN RIGHT, NORTHEAST, ON AIR TERMINAL ROAD FOR
 AA3453'0.4 KM (0.25 MI) TO THE TERMINAL BUILDING. STATION MARK IS A PUNCH
 AA3453'HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 AA3453'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AA3453'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT IS 16.5 M (54.1
 AA3453'FT) SOUTHEAST OF THE CENTER OF CHARLIE TAXI, 15.8 M (51.8 FT)
 AA3453'SOUTH-SOUTHWEST OF THE CENTER OF BRAVO TAXI, 5.6 M (18.4 FT)
 AA3453'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A ELECTRICAL VAULT, 5.4 M (17.7
 AA3453'FT) NORTH OF THE SOUTHEAST END OF A CONCRETE PIPE AT DRAIN DITCH, AND
 AA3453'24.7 M (81.0 FT) NORTHEAST OF THE PAINTED TAXI LINE ON THE APRON, AND
 AA3453'0.7 M (2.3 FT) SOUTHWEST OF A SHORT FIBERGLASS WITNESS POST. DESCRIBED
 AA3453'BY D.G. AUG
 AA3453
 AA3453                          STATION RECOVERY (1995)
 AA3453
 AA3453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 AA3453'THE STATION IS LOCATED AT THE NORTH LAS VEGAS AIR TERMINAL ABOUT 400
 AA3453'FT (121.9 M) NE OF THE TERMINAL BUILDING, AT THE JUNCTION OF THE RAMP
 AA3453'AND TAXIWAYS B AND C.  IT IS 60.7 FT (18.5 M) NE OF THE NE EDGE OF THE
 AA3453'RAMP, 33.0 FT (10.1 M) SE OF THE SE EDGE OF TAXIWAY C, 23.5 FT (7.2 M)
 AA3453'SW OF THE SW EDGE OF TAXIWAY B, 18.5 FT (5.6 M) S OF THE S CORNER OF
 AA3453'AN ELECTRIC VAULT AND 2.3 FT (0.7 M) SW OF A WITNESS POST. THE STATION
 AA3453'IS AN NGS 3D ROD MARK UNDER AN ALUMINUM LOGO CAP FLUSH WITH THE GROUND
 AA3453'AND STAMPED FAA VGT A 1994.
 AA3453
 AA3453                          STATION RECOVERY (1999)
 AA3453
 AA3453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AA3453'NOTE--ESCORT REQUIRED TO USE STATION.  THE STATION IS LOCATED IN THE
 AA3453'NORTHWEST SECTION OF LAS VEGAS, AT THE NORTH LAS VEGAS AIRPORT, ABOUT
 AA3453'150 M (492.1 FT) NORTHEAST OF THE ADMINISTRATION AND TERMINAL
 AA3453'BUILDING, AT THE JUNCTION OF TWO TAXIS, IN A MEDIAN BORDERED ON THREE
 AA3453'SIDES BY THE APRON AND BRAVO AND CHARLIE TAXIWAYS.  OWNERSHIP--CLARK
 AA3453'COUNTY, PO BOX 11005, LAS VEGAS, NV 89110.  PHONE 702-261-5150.  TO
 AA3453'REACH FROM THE UNDERPASS AT THE JUNCTION OF U.S.  HIGHWAY 95 AND
 AA3453'RANCHO ROAD (1.6 KM WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 15 AND
 AA3453'HIGHWAY 95 IN DOWNTOWN LAS VEGAS) , GO NORTHWEST ON RANCHO ROAD FOR
 AA3453'3.7 KM (2.30 MI) TO A CROSSROAD, TURN RIGHT, NORTHEAST, ON AIR
 AA3453'TERMINAL ROAD FOR 0.4 KM (0.25 MI) TO THE TERMINAL BUILDING.  GAIN
 AA3453'ACCESS TO THE RAMP AND GO TO THE RAMP SIDE OF THE TERMINAL.  FROM THE
 AA3453'RAMP SIDE OF THE TERMINAL GO NORTHEAST ACROSS THE RAMP FOR 0.15 KM
 AA3453'(0.10 MI) TO A TAXIWAY INTERSECTION AND THE MARK ON THE RIGHT.  THE
 AA3453'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 AA3453'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AA3453'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AA3453'IS 16.5 M (54.1 FT) SOUTHEAST OF THE CENTER OF TAXIWAY CHARLIE, 15.8 M
 AA3453'(51.8 FT) SOUTH-SOUTHWEST OF THE CENTER OF TAXIWAY BRAVO, 5.6 M (18.4
 AA3453'FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A ELECTRICAL VAULT, 5.4 M
 AA3453'(17.7 FT) NORTH OF THE SOUTHEAST END OF A CONCRETE PIPE AT DRAIN
 AA3453'DITCH, 24.7 M (81.0 FT) NORTHEAST OF THE PAINTED TAXI LINE ON THE
 AA3453'APRON, AND 0.7 M (2.3 FT) SOUTHWEST OF A SHORT FIBERGLASS WITNESS
 AA3453'POST.
 AA3453
 AA3453                          STATION RECOVERY (1999)
 AA3453
 AA3453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 AA3453'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7751 ***********************************************************************
 AC7751  SACS        -  This is a Secondary Airport Control Station.
 AC7751  DESIGNATION -  FAA VGT B
 AC7751  PID         -  AC7751
 AC7751  STATE/COUNTY-  NV/CLARK
 AC7751  USGS QUAD   -  LAS VEGAS NW (1983)
 AC7751
 AC7751                         *CURRENT SURVEY CONTROL
 AC7751  ___________________________________________________________________
 AC7751* NAD 83(1999)-  36 12 45.75430(N)    115 11 36.50589(W)     ADJUSTED  
 AC7751* NAVD 88     -       664.87   (meters)    2181.3    (feet)  GPS OBS   
 AC7751  ___________________________________________________________________
 AC7751  EPOCH DATE  -        1999.37
 AC7751  X           -  -2,193,341.084 (meters)                     COMP
 AC7751  Y           -  -4,662,465.466 (meters)                     COMP
 AC7751  Z           -   3,747,636.992 (meters)                     COMP
 AC7751  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 AC7751  ELLIP HEIGHT-         636.99  (meters)          (10/30/00) GPS OBS
 AC7751  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AC7751
 AC7751  HORZ ORDER  -  FIRST
 AC7751  ELLP ORDER  -  FOURTH    CLASS II
 AC7751
 AC7751.This mark is at Las Vegas (NRTH LV) Airport (VGT)
 AC7751
 AC7751.The horizontal coordinates were established by GPS observations
 AC7751.and adjusted by the National Geodetic Survey in October 2000..
 AC7751.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC7751.DATUM ITEM on the data sheet items page.
 AC7751.The horizontal coordinates are valid at the epoch date displayed above.
 AC7751.The epoch date for horizontal control is a decimal equivalence
 AC7751.of Year/Month/Day.
 AC7751
 AC7751.The orthometric height was determined by GPS observations and a
 AC7751.high-resolution geoid model.
 AC7751
 AC7751.GPS derived orthometric heights for airport stations designated as
 AC7751.PACS or SACS are published to 2 decimal places.  This maintains
 AC7751.centimeter relative accuracy between the PACS and SACS.  It does
 AC7751.not indicate centimeter accuracy relative to other marks which are
 AC7751.part of the NAVD 88 network.
 AC7751
 AC7751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7751
 AC7751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7751
 AC7751.The ellipsoidal height was determined by GPS observations
 AC7751.and is referenced to NAD 83.
 AC7751
 AC7751.The geoid height was determined by GEOID03.
 AC7751
 AC7751;                    North         East     Units Scale Factor Converg.
 AC7751;SPC NV E     - 8,162,341.024   235,053.106   MT  0.99991513   +0 13 49.2
 AC7751;SPC NV E     -26,779,280.51    771,170.07   sFT  0.99991513   +0 13 49.2
 AC7751;UTM  11      - 4,009,054.185   662,387.744   MT  0.99992492   +1 04 03.0
 AC7751
 AC7751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7751!SPC NV E     -   0.99990004  x   0.99991513  =   0.99981518
 AC7751!UTM  11      -   0.99990004  x   0.99992492  =   0.99982496
 AC7751
 AC7751:                Primary Azimuth Mark                     Grid Az
 AC7751:SPC NV E     -  FAA VGT A                                237 57 56.6
 AC7751:UTM  11      -  FAA VGT A                                237 07 42.8
 AC7751
 AC7751|---------------------------------------------------------------------|
 AC7751| PID    Reference Object                     Distance      Geod. Az  |
 AC7751|                                                           dddmmss.s |
 AC7751| AA3453 FAA VGT A                           APPROX. 0.5 KM 2381145.8 |
 AC7751|---------------------------------------------------------------------|
 AC7751
 AC7751                          SUPERSEDED SURVEY CONTROL
 AC7751
 AC7751  NAD 83(1994)-  36 12 45.75352(N)    115 11 36.50382(W) AD(       ) 1
 AC7751  ELLIP H (10/04/99)  637.11   (m)                       GP(       ) 4 1
 AC7751
 AC7751.Superseded values are not recommended for survey control.
 AC7751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7751.See file dsdata.txt to determine how the superseded data were derived.
 AC7751
 AC7751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6238809054(NAD 83)
 AC7751_MARKER: I = METAL ROD
 AC7751_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC7751_STAMPING: FAA VGT B 1994
 AC7751_MARK LOGO: NGS   
 AC7751_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7751+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1999
 AC7751
 AC7751  HISTORY     - Date     Condition        Report By
 AC7751  HISTORY     - 1994     MONUMENTED       NGS
 AC7751  HISTORY     - 19950630 GOOD             NGS
 AC7751  HISTORY     - 19990727 GOOD             NGS
 AC7751
 AC7751                          STATION DESCRIPTION
 AC7751
 AC7751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AC7751'THE STATION IS LOCATED AT THE NORTH LAS VEGAS AIR TERMINAL AT ABOUT
 AC7751'MID-POINT OF, AND SOUTH OF, RUNWAY 7/25.  IT IS 45.6 FT (13.9 M) SOUTH
 AC7751'OF THE CENTERLINE OF TAXIWAY A, 42.5 FT (13.0 M) SE OF THE CENTERLINE
 AC7751'OF TAXIWAY C, 10.4 FT (3.2 M) S OF THE SE CORNER OF AN ELECTRIC VAULT,
 AC7751'AND 3.8 FT (1.2 M) N OF A WITNESS POST.  THE STATION IS AN NGS 3D ROD
 AC7751'MARK UNDER AN ALUMINUM LOGO FLUSH WITH THE GROUND AND STAMPED FAA VGT
 AC7751'B 1994.
 AC7751
 AC7751                          STATION RECOVERY (1999)
 AC7751
 AC7751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AC7751'NOTE--ESCORT REQUIRED TO USE STATION.  THE STATION IS LOCATED IN THE
 AC7751'NORTHWEST SECTION OF LAS VEGAS, AT THE NORTH LAS VEGAS AIRPORT, ABOUT
 AC7751'0.5 KM (0.30 MI) NORTHEAST OF THE TERMINAL BUILDING, AT THE JUNCTION
 AC7751'OF ALPHA AND CHARLIE TAXIWAYS.  OWNERSHIP--CLARK COUNTY, PO BOX 11005,
 AC7751'LAS VEGAS, NV 89110.  PHONE 702-261-5150.  TO REACH FROM THE UNDERPASS
 AC7751'AT THE JUNCTION OF U.S.  HIGHWAY 95 AND RANCHO ROAD (1.6 KM WEST OF
 AC7751'THE JUNCTION OF INTERSTATE HIGHWAY 15 AND HIGHWAY 95 IN DOWNTOWN LAS
 AC7751'VEGAS) , GO NORTHWEST ON RANCHO ROAD FOR 3.7 KM (2.30 MI) TO A
 AC7751'CROSSROAD, TURN RIGHT, NORTHEAST, ON AIR TERMINAL ROAD FOR 0.4 KM
 AC7751'(0.25 MI) TO THE TERMINAL BUILDING.  GAIN ACCESS TO THE RAMP AND GO TO
 AC7751'THE RAMP SIDE OF THE TERMINAL.  FROM THE RAMP SIDE OF THE TERMINAL GO
 AC7751'NORTHEAST ACROSS THE RAMP FOR 0.15 KM (0.10 MI) TO TAXIWAY CHARLIE.
 AC7751'CONTINUE AHEAD, NORTHEAST, ON TAXIWAY CHARLIE AND ACROSS RUNWAY 12-30
 AC7751'FOR 0.48 KM (0.30 MI) TO THE FORK INTERSECTION OF TAXIWAY ALPHA AND
 AC7751'THE STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER ON A
 AC7751'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 AC7751'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AC7751'SET FLUSH WITH THE GROUND.  IT IS 13.8 M (45.3 FT) SOUTHEAST OF THE
 AC7751'CENTERLINE AT THE TAXI JUNCTION, 3.1 M (10.2 FT) SOUTHEAST OF THE WEST
 AC7751'CORNER OF A ELECTRICAL VAULT, 6.3 M (20.7 FT) SOUTH OF A TAXI LIGHT
 AC7751'A101, 6.5 M (21.3 FT) EAST OF TAXI LIGHT C51, 45.7 M (149.9 FT)
 AC7751'WEST-NORTHWEST OF THE NORTH END OF AN ILLUMINATED TAXI SIGN, AND 1.2 M
 AC7751'(3.9 FT) NORTH OF A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7752 ***********************************************************************
 AC7752  SACS        -  This is a Secondary Airport Control Station.
 AC7752  DESIGNATION -  FAA VGT C
 AC7752  PID         -  AC7752
 AC7752  STATE/COUNTY-  NV/CLARK
 AC7752  USGS QUAD   -  LAS VEGAS NW (1983)
 AC7752
 AC7752                         *CURRENT SURVEY CONTROL
 AC7752  ___________________________________________________________________
 AC7752* NAD 83(1999)-  36 12 51.44155(N)    115 12 13.49621(W)     ADJUSTED  
 AC7752* NAVD 88     -       671.50   (meters)    2203.1    (feet)  GPS OBS   
 AC7752  ___________________________________________________________________
 AC7752  EPOCH DATE  -        1999.37
 AC7752  X           -  -2,194,135.366 (meters)                     COMP
 AC7752  Y           -  -4,661,983.189 (meters)                     COMP
 AC7752  Z           -   3,747,782.369 (meters)                     COMP
 AC7752  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 AC7752  ELLIP HEIGHT-         643.64  (meters)          (10/30/00) GPS OBS
 AC7752  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AC7752
 AC7752  HORZ ORDER  -  FIRST
 AC7752  ELLP ORDER  -  FOURTH    CLASS II
 AC7752
 AC7752.This mark is at Las Vegas (NRTH LV) Airport (VGT)
 AC7752
 AC7752.The horizontal coordinates were established by GPS observations
 AC7752.and adjusted by the National Geodetic Survey in October 2000..
 AC7752.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC7752.DATUM ITEM on the data sheet items page.
 AC7752.The horizontal coordinates are valid at the epoch date displayed above.
 AC7752.The epoch date for horizontal control is a decimal equivalence
 AC7752.of Year/Month/Day.
 AC7752
 AC7752.The orthometric height was determined by GPS observations and a
 AC7752.high-resolution geoid model.
 AC7752
 AC7752.GPS derived orthometric heights for airport stations designated as
 AC7752.PACS or SACS are published to 2 decimal places.  This maintains
 AC7752.centimeter relative accuracy between the PACS and SACS.  It does
 AC7752.not indicate centimeter accuracy relative to other marks which are
 AC7752.part of the NAVD 88 network.
 AC7752
 AC7752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7752
 AC7752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7752
 AC7752.The ellipsoidal height was determined by GPS observations
 AC7752.and is referenced to NAD 83.
 AC7752
 AC7752.The geoid height was determined by GEOID03.
 AC7752
 AC7752;                    North         East     Units Scale Factor Converg.
 AC7752;SPC NV E     - 8,162,512.641   234,128.560   MT  0.99991435   +0 13 27.3
 AC7752;SPC NV E     -26,779,843.56    768,136.78   sFT  0.99991435   +0 13 27.3
 AC7752;UTM  11      - 4,009,212.277   661,460.782   MT  0.99992122   +1 03 41.3
 AC7752
 AC7752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7752!SPC NV E     -   0.99989899  x   0.99991435  =   0.99981335
 AC7752!UTM  11      -   0.99989899  x   0.99992122  =   0.99982022
 AC7752
 AC7752:                Primary Azimuth Mark                     Grid Az
 AC7752:SPC NV E     -  FAA VGT A                                133 19 44.7
 AC7752:UTM  11      -  FAA VGT A                                132 29 30.7
 AC7752
 AC7752|---------------------------------------------------------------------|
 AC7752| PID    Reference Object                     Distance      Geod. Az  |
 AC7752|                                                           dddmmss.s |
 AC7752| AA3453 FAA VGT A                           APPROX. 0.7 KM 1333312.0 |
 AC7752|---------------------------------------------------------------------|
 AC7752
 AC7752                          SUPERSEDED SURVEY CONTROL
 AC7752
 AC7752  NAD 83(1994)-  36 12 51.44077(N)    115 12 13.49414(W) AD(       ) 1
 AC7752  ELLIP H (10/04/99)  643.76   (m)                       GP(       ) 4 1
 AC7752
 AC7752.Superseded values are not recommended for survey control.
 AC7752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7752.See file dsdata.txt to determine how the superseded data were derived.
 AC7752
 AC7752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6146109212(NAD 83)
 AC7752_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7752_STAMPING: FAA VGT C 1994
 AC7752_MARK LOGO: NGS   
 AC7752_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7752+STABILITY: SURFACE MOTION
 AC7752
 AC7752  HISTORY     - Date     Condition        Report By
 AC7752  HISTORY     - 1994     MONUMENTED       NGS
 AC7752  HISTORY     - 19950630 GOOD             NGS
 AC7752  HISTORY     - 19990727 GOOD             NGS
 AC7752
 AC7752                          STATION DESCRIPTION
 AC7752
 AC7752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AC7752'THE STATION IS LOCATED AT THE NORTH LAS VEGAS AIR TERMINAL BETWEEN
 AC7752'RUNWAY ENDS 7 AND 12.  IT IS 177.0 FT (53.9 M) WNW OF THE NW EDGE OF
 AC7752'TAXIWAY A1, 81.0 FT (24.7 M) NNW OF THE NW CORNER OF THE RUNUP PAD FOR
 AC7752'RUNWAY 12, 6.6 FT (2.0 M) N OF THE N EDGE OF A CONCRETE DRAINAGE
 AC7752'DITCH, 3.0 FT (0.9 M) SW OF A WITNESS POST AND 2.7 FT (0.8 M) NW OF A
 AC7752'WITNESS POST.  THE STATION IS AN NGS DISK IN A CONCRETE POST SET FLUSH
 AC7752'WITH THE GROUND AND STAMPED FAA VGT C 1994.
 AC7752
 AC7752                          STATION RECOVERY (1999)
 AC7752
 AC7752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AC7752'NOTE--ESCORT REQUIRED TO USE STATION.  THE STATION IS LOCATED IN THE
 AC7752'NORTHWEST SECTION OF LAS VEGAS, AT THE NORTH LAS VEGAS AIRPORT, ABOUT
 AC7752'0.8 KM (0.50 MI) NORTHWEST OF THE TERMINAL BUILDING, ALONG A CONCRETE
 AC7752'DITCH NORTHWEST OF TAXIWAY ALPHA 1 CONNECTING RUNWAY ENDS 7 AND 12.
 AC7752'OWNERSHIP--CLARK COUNTY, PO BOX 11005, LAS VEGAS, NV 89110.  PHONE
 AC7752'702-261-5150.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF U.S.
 AC7752'HIGHWAY 95 AND RANCHO ROAD (1.6 KM WEST OF THE JUNCTION OF INTERSTATE
 AC7752'HIGHWAY 15 AND HIGHWAY 95 IN DOWNTOWN LAS VEGAS) , GO NORTHWEST ON
 AC7752'RANCHO ROAD FOR 3.7 KM (2.30 MI) TO A CROSSROAD, TURN RIGHT,
 AC7752'NORTHEAST, ON AIR TERMINAL ROAD FOR 0.4 KM (0.25 MI) TO THE TERMINAL
 AC7752'BUILDING.  GAIN ACCESS TO THE RAMP AND GO TO THE RAMP SIDE OF THE
 AC7752'TERMINAL.  FROM THE RAMP SIDE OF THE TERMINAL GO NORTHEAST ACROSS THE
 AC7752'RAMP FOR 0.15 KM (0.10 MI) TO THE RAMP TAXIWAY.  TURN LEFT AND GO
 AC7752'NORTHWEST ON RAMP TAXIWAY FOR 0.32 KM.  (0.20 MI) FOLLOW TAXIWAY AND
 AC7752'GO WEST FOR 0.15 KM.  (0.10 MI) TURN RIGHT AND GO NORTH ON TAXIWAY
 AC7752'ALPHA 1 FOR 0.2 KM, (0.10 MI) CROSSING RUNWAY 7 AT THE NUMBERS.
 AC7752'CONTINUE NORTH AND WEST AROUND A CONCRETE DRAINAGE DITCH FOR 0.08 KM
 AC7752'(0.05 MI) TO THE STATION.  THE STATION IS A HORIZONTAL STATION DISK
 AC7752'SET IN THE TOP OF A 40 CM ROUND CONCRETE POST SET FLUSH WITH THE
 AC7752'GROUND.  IT IS 47.3 M (155.2 FT) SOUTHWEST OF THE SOUTHWEST LEG OF A
 AC7752'SIGN FOR RUNWAY 12, 38.2 M (125.3 FT) WEST OF THE TOP OF THE NORTH
 AC7752'CORNER OF A CONCRETE CULVERT, 20.9 M (68.6 FT) NORTHWEST OF A TAXI
 AC7752'LIGHT A-12, 2.0 M (6.6 FT) NORTH-NORTHWEST OF THE NORTH EDGE OF A 4.7
 AC7752'M (15.4 FT) WIDE BY 1 M (3.3 FT) DEEP CONCRETE DITCH, 0.85 M (2.79 FT)
 AC7752'EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST AND 0.8 M (2.6 FT)
 AC7752'WEST-NORTHWEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0969 ***********************************************************************
 LR0969  SACS        -  This is a Secondary Airport Control Station.
 LR0969  DESIGNATION -  FAA WMC A
 LR0969  PID         -  LR0969
 LR0969  STATE/COUNTY-  NV/HUMBOLDT
 LR0969  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0969
 LR0969                         *CURRENT SURVEY CONTROL
 LR0969  ___________________________________________________________________
 LR0969* NAD 83(1999)-  40 53 28.47182(N)    117 48 22.75398(W)     ADJUSTED  
 LR0969* NAVD 88     -      1311.05   (meters)    4301.3    (feet)  GPS OBS   
 LR0969  ___________________________________________________________________
 LR0969  EPOCH DATE  -        1999.37
 LR0969  X           -  -2,252,876.926 (meters)                     COMP
 LR0969  Y           -  -4,271,818.990 (meters)                     COMP
 LR0969  Z           -   4,154,145.047 (meters)                     COMP
 LR0969  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 LR0969  ELLIP HEIGHT-        1290.27  (meters)          (10/30/00) GPS OBS
 LR0969  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 LR0969
 LR0969  HORZ ORDER  -  FIRST
 LR0969  ELLP ORDER  -  FOURTH    CLASS II
 LR0969
 LR0969.This mark is at Winnemucca Airport (WMC)
 LR0969
 LR0969.The horizontal coordinates were established by GPS observations
 LR0969.and adjusted by the National Geodetic Survey in October 2000..
 LR0969.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 LR0969.DATUM ITEM on the data sheet items page.
 LR0969.The horizontal coordinates are valid at the epoch date displayed above.
 LR0969.The epoch date for horizontal control is a decimal equivalence
 LR0969.of Year/Month/Day.
 LR0969
 LR0969.The orthometric height was determined by GPS observations and a
 LR0969.high-resolution geoid model.
 LR0969
 LR0969.GPS derived orthometric heights for airport stations designated as
 LR0969.PACS or SACS are published to 2 decimal places.  This maintains
 LR0969.centimeter relative accuracy between the PACS and SACS.  It does
 LR0969.not indicate centimeter accuracy relative to other marks which are
 LR0969.part of the NAVD 88 network.
 LR0969
 LR0969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LR0969
 LR0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0969
 LR0969.The ellipsoidal height was determined by GPS observations
 LR0969.and is referenced to NAD 83.
 LR0969
 LR0969.The geoid height was determined by GEOID03.
 LR0969
 LR0969;                    North         East     Units Scale Factor Converg.
 LR0969;SPC NV W     - 4,681,859.573   865,475.198   MT  0.99995275   +0 30 31.2
 LR0969;SPC NV W     -15,360,400.95  2,839,479.88   sFT  0.99995275   +0 30 31.2
 LR0969;UTM  11      - 4,526,996.914   432,075.537   MT  0.99965679   -0 31 40.3
 LR0969
 LR0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0969!SPC NV W     -   0.99979765  x   0.99995275  =   0.99975041
 LR0969!UTM  11      -   0.99979765  x   0.99965679  =   0.99945451
 LR0969
 LR0969:                Primary Azimuth Mark                     Grid Az
 LR0969:SPC NV W     -  FAA WMC B                                359 00 59.9
 LR0969:UTM  11      -  FAA WMC B                                000 03 11.4
 LR0969
 LR0969|---------------------------------------------------------------------|
 LR0969| PID    Reference Object                     Distance      Geod. Az  |
 LR0969|                                                           dddmmss.s |
 LR0969| LR0970 FAA WMC B                           APPROX. 0.7 KM 3593131.1 |
 LR0969|---------------------------------------------------------------------|
 LR0969
 LR0969                          SUPERSEDED SURVEY CONTROL
 LR0969
 LR0969  NAD 83(1994)-  40 53 28.47058(N)    117 48 22.75157(W) AD(       ) 1
 LR0969  ELLIP H (10/04/99) 1290.34   (m)                       GP(       ) 4 1
 LR0969  NAD 83(1994)-  40 53 28.46996(N)    117 48 22.75162(W) AD(       ) 3
 LR0969  NAD 83(1986)-  40 53 28.47414(N)    117 48 22.74541(W) AD(       ) 3
 LR0969  NGVD 29 (10/05/92) 1310.0    (m)         4298.     (f) GPS OBS        
 LR0969
 LR0969.Superseded values are not recommended for survey control.
 LR0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0969.See file dsdata.txt to determine how the superseded data were derived.
 LR0969
 LR0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF3207626997(NAD 83)
 LR0969_MARKER: I = METAL ROD
 LR0969_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0969_SP_SET: STAINLESS STEEL ROD
 LR0969_STAMPING: FAA WMC A 1992
 LR0969_MARK LOGO: NGS   
 LR0969_PROJECTION: FLUSH
 LR0969_MAGNETIC: N = NO MAGNETIC MATERIAL
 LR0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0969+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1999
 LR0969_ROD/PIPE-DEPTH: 11.3 meters
 LR0969
 LR0969  HISTORY     - Date     Condition        Report By
 LR0969  HISTORY     - 1992     MONUMENTED       NGS
 LR0969  HISTORY     - 19990803 GOOD             NGS
 LR0969
 LR0969                          STATION DESCRIPTION
 LR0969
 LR0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LR0969'STATION IS LOCATED ABOUT 8 KM (5.0 MI) SOUTHWEST OF WINNEMUCCA, 3 KM
 LR0969'(1.9 MI) SOUTHEAST OF INTERSTATE HIGHWAY 80, AT THE WINNEMUCCA
 LR0969'MUNICIPAL AIRPORT, IN THE VEE FORMED BY THE JUNCTION OF RUNWAY ENDS 2
 LR0969'AND 32.  OWNERSHIP--CITY OF WINNEMUCCA, WINNEMUCCA, NV 89445. AIRPORT
 LR0969'MANAGER IS RICK URRESTI, PHONE 702-623-5091.
 LR0969'TO REACH FROM THE OVERPASS AT EXIT 173 OF INTERSTATE HIGHWAY 80, ABOUT
 LR0969'5 KM (3.1 MI) SOUTHWEST OF WINNEMUCCA, GO SOUTHEASTERLY ON PAVED ROAD
 LR0969'FOR 0.44 KM (0.27 MI) TO A PAVED ROAD RIGHT.  TURN SHARP RIGHT,
 LR0969'SOUTHWEST, ON PAVED ROAD FOR 2.19 KM (1.36 MI) TO A CROSSROAD.  TURN
 LR0969'LEFT, SOUTH, ON AIRPORT ROAD FOR 2.19 KM (1.36 MI) TO A CATTLE GAURD
 LR0969'AT AIRPORT PERIMETER FENCE.  CONTINUE AHEAD ON ROAD FOR 0.12 KM
 LR0969'(0.07 MI) TO ROAD END AT FENCE.  TURN RIGHT, SOUTHWEST, PASSING
 LR0969'THROUGH GATE ONTO APRON FOR 0.07 KM (0.04 MI) TO THE OFFICE ON THE
 LR0969'RIGHT.  CONTINUE AHEAD ON APRON, THEN TAXI FOR 0.19 KM (0.12 MI) TO A
 LR0969'CROSS TAXI (OLD RUNWAY).  CROSS TAXI, THEN SOUTH, ON TAXI FOR 1.28 KM
 LR0969'(0.80 MI) TO RUNWAY 14-32 AND THE STATION ON THE RIGHT.
 LR0969'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 LR0969'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 LR0969'WITH A LOGO CAP SURROUNDEDBY CONCRETE FLUSH WITH THE GROUND.  IT IS
 LR0969'31.1 M (102.0 FT) NORTHWEST FROM THE CENTER OF RUNWAY 2-20, 30.2 M
 LR0969'(99.1 FT) EAST-NORTHEAST FROM THE CENTER OF RUNWAY 14-32, 9.2 M
 LR0969'(30.2 FT) NORTH FROM THE CURVED PAVEMENT EDGE, 7.6 M (24.9 FT) WEST
 LR0969'FROM THE WEST CORNER OF A 70 CM X 90 CM ELECTRICAL VAULT LID, 32.4 M
 LR0969'(106.3 FT) SOUTHWEST FROM THE TAXI EDGE AND 1.0 M (3.3 FT) SOUTH FROM
 LR0969'A CARSONITE WITNESS POST.
 LR0969
 LR0969                          STATION RECOVERY (1999)
 LR0969
 LR0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 LR0969'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  NOTE--THIS STATION
 LR0969'IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0970 ***********************************************************************
 LR0970  SACS        -  This is a Secondary Airport Control Station.
 LR0970  DESIGNATION -  FAA WMC B
 LR0970  PID         -  LR0970
 LR0970  STATE/COUNTY-  NV/HUMBOLDT
 LR0970  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0970
 LR0970                         *CURRENT SURVEY CONTROL
 LR0970  ___________________________________________________________________
 LR0970* NAD 83(1999)-  40 53 50.55810(N)    117 48 22.99513(W)     ADJUSTED  
 LR0970* NAVD 88     -      1311.41   (meters)    4302.5    (feet)  GPS OBS   
 LR0970  ___________________________________________________________________
 LR0970  EPOCH DATE  -        1999.37
 LR0970  X           -  -2,252,673.938 (meters)                     COMP
 LR0970  Y           -  -4,271,421.989 (meters)                     COMP
 LR0970  Z           -   4,154,660.403 (meters)                     COMP
 LR0970  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 LR0970  ELLIP HEIGHT-        1290.63  (meters)          (10/30/00) GPS OBS
 LR0970  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 LR0970
 LR0970  HORZ ORDER  -  FIRST
 LR0970  ELLP ORDER  -  FOURTH    CLASS II
 LR0970
 LR0970.This mark is at Winnemucca Airport (WMC)
 LR0970
 LR0970.The horizontal coordinates were established by GPS observations
 LR0970.and adjusted by the National Geodetic Survey in October 2000..
 LR0970.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 LR0970.DATUM ITEM on the data sheet items page.
 LR0970.The horizontal coordinates are valid at the epoch date displayed above.
 LR0970.The epoch date for horizontal control is a decimal equivalence
 LR0970.of Year/Month/Day.
 LR0970
 LR0970.The orthometric height was determined by GPS observations and a
 LR0970.high-resolution geoid model.
 LR0970
 LR0970.GPS derived orthometric heights for airport stations designated as
 LR0970.PACS or SACS are published to 2 decimal places.  This maintains
 LR0970.centimeter relative accuracy between the PACS and SACS.  It does
 LR0970.not indicate centimeter accuracy relative to other marks which are
 LR0970.part of the NAVD 88 network.
 LR0970
 LR0970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LR0970
 LR0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0970
 LR0970.The ellipsoidal height was determined by GPS observations
 LR0970.and is referenced to NAD 83.
 LR0970
 LR0970.The geoid height was determined by GEOID03.
 LR0970
 LR0970;                    North         East     Units Scale Factor Converg.
 LR0970;SPC NV W     - 4,682,540.776   865,463.505   MT  0.99995273   +0 30 31.3
 LR0970;SPC NV W     -15,362,635.86  2,839,441.52   sFT  0.99995273   +0 30 31.3
 LR0970;UTM  11      - 4,527,678.015   432,076.170   MT  0.99965678   -0 31 40.7
 LR0970
 LR0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0970!SPC NV W     -   0.99979759  x   0.99995273  =   0.99975033
 LR0970!UTM  11      -   0.99979759  x   0.99965678  =   0.99945444
 LR0970
 LR0970:                Primary Azimuth Mark                     Grid Az
 LR0970:SPC NV W     -  FAA WMC A                                179 00 59.7
 LR0970:UTM  11      -  FAA WMC A                                180 03 11.7
 LR0970
 LR0970|---------------------------------------------------------------------|
 LR0970| PID    Reference Object                     Distance      Geod. Az  |
 LR0970|                                                           dddmmss.s |
 LR0970| LR0969 FAA WMC A                           APPROX. 0.7 KM 1793131.0 |
 LR0970|---------------------------------------------------------------------|
 LR0970
 LR0970                          SUPERSEDED SURVEY CONTROL
 LR0970
 LR0970  NAD 83(1994)-  40 53 50.55686(N)    117 48 22.99272(W) AD(       ) 1
 LR0970  ELLIP H (10/04/99) 1290.70   (m)                       GP(       ) 4 1
 LR0970  NAD 83(1994)-  40 53 50.55665(N)    117 48 22.99209(W) AD(       ) 3
 LR0970  NAD 83(1986)-  40 53 50.56084(N)    117 48 22.98588(W) AD(       ) 3
 LR0970  NGVD 29 (10/05/92) 1310.4    (m)         4299.     (f) GPS OBS        
 LR0970
 LR0970.Superseded values are not recommended for survey control.
 LR0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0970.See file dsdata.txt to determine how the superseded data were derived.
 LR0970
 LR0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF3207627678(NAD 83)
 LR0970_MARKER: I = METAL ROD
 LR0970_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0970_SP_SET: STAINLESS STEEL ROD
 LR0970_STAMPING: FAA WMC B 1992
 LR0970_MARK LOGO: NGS   
 LR0970_PROJECTION: FLUSH
 LR0970_MAGNETIC: N = NO MAGNETIC MATERIAL
 LR0970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0970+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1999
 LR0970_ROD/PIPE-DEPTH: 11.6 meters
 LR0970
 LR0970  HISTORY     - Date     Condition        Report By
 LR0970  HISTORY     - 1992     MONUMENTED       NGS
 LR0970  HISTORY     - 19990803 GOOD             NGS
 LR0970
 LR0970                          STATION DESCRIPTION
 LR0970
 LR0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LR0970'STATION IS LOCATED ABOUT 8 KM (5.0 MI) SOUTHWEST OF WINNEMUCCA, 3 KM
 LR0970'(1.9 MI) SOUTHEAST OF INTERSTATE HIGHWAY 80, AT THE WINNEMUCCA
 LR0970'MUNICIPAL AIRPORT, IN THE VEE FORMED BY THE JUNCTION OF THE
 LR0970'NORTH-SOUTH TAXI AND TAXI LEADING TO RUNWAY 14-32.  OWNERSHIP--CITY
 LR0970'OF WINNEMUCCA, WINNEMUCCA, NV 89445.  AIRPORT MANAGER IS RICK
 LR0970'URRESTI, PHONE 702-623-5091.
 LR0970'TO REACH FROM THE OVERPASS AT EXIT 173 OF INTERSTATE HIGHWAY 80, ABOUT
 LR0970'5 KM (3.1 MI) SOUTHWEST OF WINNEMUCCA, GO SOUTHEASTERLY ON PAVED ROAD
 LR0970'FOR 0.44 KM (0.27 MI) TO A PAVED ROAD RIGHT.  TURN SHARP RIGHT,
 LR0970'SOUTHWEST, ON PAVED ROAD FOR 2.19 KM (1.36 MI) TO A CROSSROAD.  TURN
 LR0970'LEFT, SOUTH, ON AIRPORT ROAD FOR 2.19 KM (1.36 MI) TO A CATTLE GAURD
 LR0970'AT AIRPORT PERIMETER FENCE.  CONTINUE AHEAD ON ROAD FOR 0.12 KM
 LR0970'(0.07 MI) TO ROAD END AT FENCE.  TURN RIGHT, SOUTHWEST, PASSING
 LR0970'THROUGH GATE ONTO APRON FOR 0.07 KM (0.04 MI) TO THE OFFICE ON THE
 LR0970'RIGHT.  CONTINUE AHEAD ON APRON THEN TAXI FOR 0.19 KM (0.12 MI) TO A
 LR0970'CROSS TAXI (OLD RUNWAY).  CROSS TAXI, THEN SOUTH, ON TAXI FOR 0.55 KM
 LR0970'(0.34 MI) TO THE STATION ON THE RIGHT JUST AFTER A CONNECTOR TAXI.
 LR0970'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 LR0970'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 LR0970'WITH A LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.  IT IS
 LR0970'17.7 M (58.1 FT) SOUTH-SOUTHEAST FROM THE TAXI CENTER, 16.7 M
 LR0970'(54.8 FT) WEST FROM THE TAXI CENTER, 12.6 M (41.3 FT) SOUTHWEST FROM
 LR0970'THE CURVED PAVEMENT EDGE AND 1.0 M (3.3 FT) NORTHEAST FROM A
 LR0970'CARSONITE WITNESS POST.
 LR0970
 LR0970                          STATION RECOVERY (1999)
 LR0970
 LR0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 LR0970'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  NOTE--THIS STATION
 LR0970'IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0935 ***********************************************************************
 HQ0935  DESIGNATION -  FAB
 HQ0935  PID         -  HQ0935
 HQ0935  STATE/COUNTY-  NV/ESMERALDA
 HQ0935  USGS QUAD   -  SYLVANIA MTS (1987)
 HQ0935
 HQ0935                         *CURRENT SURVEY CONTROL
 HQ0935  ___________________________________________________________________
 HQ0935* NAD 83(1994)-  37 24 22.29156(N)    117 43 19.52699(W)     ADJUSTED  
 HQ0935* NAVD 88     -      2366.     (meters)    7762.     (feet)  SCALED    
 HQ0935  ___________________________________________________________________
 HQ0935  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 HQ0935  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 HQ0935
 HQ0935  HORZ ORDER  -  THIRD
 HQ0935
 HQ0935.The horizontal coordinates were established by classical geodetic methods
 HQ0935.and adjusted by the National Geodetic Survey in June 1998..
 HQ0935
 HQ0935.The orthometric height was scaled from a topographic map.
 HQ0935
 HQ0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0935
 HQ0935.The geoid height was determined by GEOID03.
 HQ0935
 HQ0935;                    North         East     Units Scale Factor Converg.
 HQ0935;SPC NV W     - 4,295,051.072   876,244.054   MT  0.99997158   +0 31 23.5
 HQ0935;SPC NV W     -14,091,346.73  2,874,810.70   sFT  0.99997158   +0 31 23.5
 HQ0935;SPC CA 3     -   604,219.620 2,245,895.714   MT  0.99994719   +1 42 02.6
 HQ0935;SPC CA 3     - 1,982,343.87  7,368,409.52   sFT  0.99994719   +1 42 02.6
 HQ0935;SPC CA 4     -   730,770.507 2,113,141.340   MT  1.00003343   +0 45 44.6
 HQ0935;SPC CA 4     - 2,397,536.24  6,932,864.55   sFT  1.00003343   +0 45 44.6
 HQ0935;UTM  11      - 4,140,178.760   436,094.130   MT  0.99965030   -0 26 19.2
 HQ0935
 HQ0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0935!SPC NV W     -   0.99963292  x   0.99997158  =   0.99960451
 HQ0935!SPC CA 3     -   0.99963292  x   0.99994719  =   0.99958013
 HQ0935!SPC CA 4     -   0.99963292  x   1.00003343  =   0.99966634
 HQ0935!UTM  11      -   0.99963292  x   0.99965030  =   0.99928335
 HQ0935
 HQ0935:                Primary Azimuth Mark                     Grid Az
 HQ0935:SPC NV W     -  DAB                                      308 24 46.4
 HQ0935:SPC CA 3     -  DAB                                      307 14 07.3
 HQ0935:SPC CA 4     -  DAB                                      308 10 25.3
 HQ0935:UTM  11      -  DAB                                      309 22 29.1
 HQ0935
 HQ0935|---------------------------------------------------------------------|
 HQ0935| PID    Reference Object                     Distance      Geod. Az  |
 HQ0935|                                                           dddmmss.s |
 HQ0935| HQ0951 DAB                                 APPROX. 4.9 KM 3085609.9 |
 HQ0935|---------------------------------------------------------------------|
 HQ0935
 HQ0935                          SUPERSEDED SURVEY CONTROL
 HQ0935
 HQ0935  NAD 83(1992)-  37 24 22.29012(N)    117 43 19.52678(W) AD(       ) 3
 HQ0935  NAD 83(1986)-  37 24 22.29316(N)    117 43 19.52703(W) AD(       ) 3
 HQ0935  NAD 27      -  37 24 22.54000(N)    117 43 16.21900(W) AD(       ) 3
 HQ0935
 HQ0935.Superseded values are not recommended for survey control.
 HQ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0935.See file dsdata.txt to determine how the superseded data were derived.
 HQ0935
 HQ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB3609440179(NAD 83)
 HQ0935_MARKER: H = DRILL HOLE
 HQ0935_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0935_SP_SET: SET IN BEDROCK
 HQ0935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0935+STABILITY: POSITION/ELEVATION WELL
 HQ0935
 HQ0935  HISTORY     - Date     Condition        Report By
 HQ0935  HISTORY     - 1895     MONUMENTED       CGS
 HQ0935
 HQ0935                          STATION DESCRIPTION
 HQ0935
 HQ0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HQ0935'STATION IS ON A FLAT TOP HILL E OF SYLVANIA MINING CAMP AND
 HQ0935'NW OF THE ROAD FROM SYLVANIA TO PALMETTO OR PIGEON SPRING.
 HQ0935'A DRILL HOLE IN A STONE AND A PILE OF STONE AROUND THE POLE
 HQ0935'MARK THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8039 ***********************************************************************
 AH8039  DESIGNATION -  FAGIN
 AH8039  PID         -  AH8039
 AH8039  STATE/COUNTY-  NV/EUREKA
 AH8039  USGS QUAD   -  FAGIN MOUNTAIN (1986)
 AH8039
 AH8039                         *CURRENT SURVEY CONTROL
 AH8039  ___________________________________________________________________
 AH8039* NAD 83(1994)-  39 45 02.37855(N)    116 34 49.40424(W)     ADJUSTED  
 AH8039* NAVD 88     -      2789.3    (meters)    9151.     (feet)  VERTCON   
 AH8039  ___________________________________________________________________
 AH8039  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 AH8039  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 AH8039
 AH8039  HORZ ORDER  -  THIRD
 AH8039
 AH8039.The horizontal coordinates were established by classical geodetic methods
 AH8039.and adjusted by the National Geodetic Survey in February 1999..
 AH8039
 AH8039.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8039
 AH8039.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8039
 AH8039.The geoid height was determined by GEOID03.
 AH8039
 AH8039;                    North         East     Units Scale Factor Converg.
 AH8039;SPC NV E     - 8,555,405.921   114,556.359   MT  0.99998985   -0 38 15.4
 AH8039;SPC NV E     -28,068,860.93    375,840.32   sFT  0.99998985   -0 38 15.4
 AH8039;UTM  11      - 4,400,167.766   535,947.773   MT  0.99961591   +0 16 06.0
 AH8039
 AH8039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8039!SPC NV E     -   0.99956586  x   0.99998985  =   0.99955571
 AH8039!UTM  11      -   0.99956586  x   0.99961591  =   0.99918194
 AH8039
 AH8039                          SUPERSEDED SURVEY CONTROL
 AH8039
 AH8039  NGVD 29 (02/26/99) 2788.0    (m)         9147.     (f) VERT ANG       
 AH8039
 AH8039.Superseded values are not recommended for survey control.
 AH8039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8039.See file dsdata.txt to determine how the superseded data were derived.
 AH8039
 AH8039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE3594800168(NAD 83)
 AH8039_MARKER: DS = TRIANGULATION STATION DISK
 AH8039_SETTING: 66 = SET IN ROCK OUTCROP
 AH8039_PROJECTION: FLUSH
 AH8039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8039+STABILITY: POSITION/ELEVATION WELL
 AH8039
 AH8039  HISTORY     - Date     Condition        Report By
 AH8039  HISTORY     - 1955     MONUMENTED       USGS
 AH8039
 AH8039                          STATION DESCRIPTION
 AH8039
 AH8039'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AH8039'LOCATED ABOUT 25 MI S. OF CORTEZ, 10 MI SW. OF MCCLUSKY PASS, 7 MI SW.
 AH8039'OF THREE BAR RANCH, 3 MI N. OF ETCHEVERRY RANCH. ON MAIN RIDGE OF PARK
 AH8039'SIMPSON MOUNTAINS AT HEAD OF FERGUSON CREEK.
 AH8039'TO REACH FROM EUREKA POST OFFICE, DRIVE 24.9 MI W. ON U.S. HWY. 50.
 AH8039'TURN RIGHT 11 MI AT SIGN THREE BAR 20, CORTEZ 61 AND BEOWAVE 90 ALONG
 AH8039'GRAVEL RDS. TO FORK. TAKE LEFT FORK AT SIGN ETCHEVERRYS RANCH 5.6 MI.
 AH8039'GO THROUGH GATE 0.7 MI TO RANCH. GO THROUGH RANCH YARD THROUGH GATES 1
 AH8039'MI. TAKE RIGHT FORK THROUGH FIELD AROUND LARGE ROCK OUTCROP TO END OF
 AH8039'RD. UP CANYON. PACK N. ALONG CREEK TO TOP OF RIDGE, TURN RIGHT (E.) TO
 AH8039'TOP OF MAIN RIDGE AND STATION AT HIGHEST POINT.
 AH8039'STATION MARK--STANDARD TABLET STAMPED---FAGIN 1955---, CEMENTED IN
 AH8039'ROCK OUTCROP.
 AH8039'RM 1--STANDARD RM TABLET STAMPED---NO 1 1955---, CEMENTED IN ROCK ROCK
 AH8039'OUTCROP.
 AH8039'RM 2--STANDARD RM TABLET STAMPED---NO 2 1955---, CEMENTED IN ROCK
 AH8039'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0717 ***********************************************************************
 MU0717  DESIGNATION -  FAIR
 MU0717  PID         -  MU0717
 MU0717  STATE/COUNTY-  NV/HUMBOLDT
 MU0717  USGS QUAD   -  CHIMNEY RESERVOIR (1980)
 MU0717
 MU0717                         *CURRENT SURVEY CONTROL
 MU0717  ___________________________________________________________________
 MU0717* NAD 83(1994)-  41 28 04.41132(N)    117 09 44.24948(W)     ADJUSTED  
 MU0717* NAVD 88     -      1595.6    (meters)    5235.     (feet)  VERTCON   
 MU0717  ___________________________________________________________________
 MU0717  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 MU0717  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 MU0717
 MU0717  HORZ ORDER  -  THIRD
 MU0717
 MU0717.The horizontal coordinates were established by classical geodetic methods
 MU0717.and adjusted by the National Geodetic Survey in June 1998..
 MU0717
 MU0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0717
 MU0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0717
 MU0717.The geoid height was determined by GEOID03.
 MU0717
 MU0717;                    North         East     Units Scale Factor Converg.
 MU0717;SPC NV W     - 4,746,578.607   918,699.783   MT  1.00007334   +0 56 28.0
 MU0717;SPC NV W     -15,572,733.31  3,014,100.87   sFT  1.00007334   +0 56 28.0
 MU0717;UTM  11      - 4,590,712.342   486,448.010   MT  0.99960226   -0 06 26.9
 MU0717
 MU0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0717!SPC NV W     -   0.99975272  x   1.00007334  =   0.99982604
 MU0717!UTM  11      -   0.99975272  x   0.99960226  =   0.99935508
 MU0717
 MU0717                          SUPERSEDED SURVEY CONTROL
 MU0717
 MU0717  NAD 83(1986)-  41 28 04.41621(N)    117 09 44.25636(W) AD(       ) 3
 MU0717  NGVD 29 (11/09/93) 1594.6    (m)         5232.     (f) VERT ANG       
 MU0717
 MU0717.Superseded values are not recommended for survey control.
 MU0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0717.See file dsdata.txt to determine how the superseded data were derived.
 MU0717
 MU0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF8644890712(NAD 83)
 MU0717_MARKER: DB = BENCH MARK DISK
 MU0717_SETTING: 66 = SET IN ROCK OUTCROP
 MU0717_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MU0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0717+STABILITY: POSITION/ELEVATION WELL
 MU0717
 MU0717  HISTORY     - Date     Condition        Report By
 MU0717  HISTORY     - 1975     MONUMENTED       USGS
 MU0717
 MU0717                          STATION DESCRIPTION
 MU0717
 MU0717'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 MU0717'LOCATED ABOUT 39 MI NE. OF GOLCONDA, 20 MI E. OF PARADISE VALLEY,
 MU0717'1 MI NW. OF NORTH FORK RANCH.  ON HIGHEST POINT OF BROAD TOP.
 MU0717'
 MU0717'TO REACH FROM BULL HEAD RANCH ON LITTLE HUMBOLDT RIVER, GO 0.5 MI
 MU0717'NE. ON MAIN RD. TO RD. FORK 250 FT PAST GATE IN FENCE.  TURN LEFT
 MU0717'5.4 MI TO RD. FORK 100 FT S. OF CORRAL.  TURN RIGHT 2.1 MI TO RD.
 MU0717'FORK.  TURN LEFT NORTHEASTERLY 3.6 MI TO SADDLE.  DRIVE
 MU0717'CROSS-COUNTRY UP RIDGE SOUTHEASTERLY 1.4 MI TO TOP AND STATION.
 MU0717'
 MU0717'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---FAIR VABM 1975---,
 MU0717'CEMENTED IN DRILL HOLE IN TOP OF 5 X 5 X 5-FT TRIANGULAR-SHAPED
 MU0717'ROCK OUTCROP ABOUT 2 FT ABOVE GROUND LEVEL.
 MU0717'
 MU0717'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0837 ***********************************************************************
 GS0837  DESIGNATION -  FAIRBANKS
 GS0837  PID         -  GS0837
 GS0837  STATE/COUNTY-  NV/NYE
 GS0837  USGS QUAD   -  SKELETON HILLS (1984)
 GS0837
 GS0837                         *CURRENT SURVEY CONTROL
 GS0837  ___________________________________________________________________
 GS0837* NAD 83(1994)-  36 32 05.43967(N)    116 20 36.99765(W)     ADJUSTED  
 GS0837* NAVD 88     -       868.2    (meters)    2848.     (feet)  VERTCON   
 GS0837  ___________________________________________________________________
 GS0837  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 GS0837  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GS0837
 GS0837  HORZ ORDER  -  FIRST
 GS0837
 GS0837.The horizontal coordinates were established by classical geodetic methods
 GS0837.and adjusted by the National Geodetic Survey in June 1998..
 GS0837
 GS0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0837
 GS0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0837
 GS0837.The geoid height was determined by GEOID03.
 GS0837
 GS0837;                    North         East     Units Scale Factor Converg.
 GS0837;SPC NV C     - 6,198,061.538   528,927.140   MT  0.99991031   +0 11 32.4
 GS0837;SPC NV C     -20,334,806.90  1,735,321.79   sFT  0.99991031   +0 11 32.4
 GS0837;SPC CA 4     -   636,610.610 2,237,838.064   MT  0.99994202   +1 35 05.2
 GS0837;SPC CA 4     - 2,088,613.31  7,341,973.71   sFT  0.99994202   +1 35 05.2
 GS0837;UTM  11      - 4,043,473.532   558,757.168   MT  0.99964253   +0 23 26.8
 GS0837
 GS0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0837!SPC NV C     -   0.99986819  x   0.99991031  =   0.99977851
 GS0837!SPC CA 4     -   0.99986819  x   0.99994202  =   0.99981021
 GS0837!UTM  11      -   0.99986819  x   0.99964253  =   0.99951076
 GS0837
 GS0837:                Primary Azimuth Mark                     Grid Az
 GS0837:SPC NV C     -  FAIRBANKS RM 3 AZIMUTH                   034 53 26.4
 GS0837:SPC CA 4     -  FAIRBANKS RM 3 AZIMUTH                   033 29 53.6
 GS0837:UTM  11      -  FAIRBANKS RM 3 AZIMUTH                   034 41 32.0
 GS0837
 GS0837|---------------------------------------------------------------------|
 GS0837| PID    Reference Object                     Distance      Geod. Az  |
 GS0837|                                                           dddmmss.s |
 GS0837| CC4756 FAIRBANKS RM 3 AZIMUTH                             0350458.8 |
 GS0837| CC4754 FAIRBANKS RM 1                        7.197 METERS 03509     |
 GS0837| GS0870 EAGLE MOUNTAIN                      APPROX.35.9 KM 1815031.4 |
 GS0837| GS0900 FURNACE PEAK CAIRN                  APPROX.28.8 KM 2363957.9 |
 GS0837| CC4755 FAIRBANKS RM 2                        4.016 METERS 25020     |
 GS0837|---------------------------------------------------------------------|
 GS0837
 GS0837                          SUPERSEDED SURVEY CONTROL
 GS0837
 GS0837  NAD 83(1992)-  36 32 05.43738(N)    116 20 37.00000(W) AD(1991.35) 1
 GS0837  NAD 83(1992)-  36 32 05.43441(N)    116 20 36.99724(W) AD(       ) 1
 GS0837  NAD 83(1986)-  36 32 05.42628(N)    116 20 36.99922(W) AD(       ) 1
 GS0837  NAD 27      -  36 32 05.58900(N)    116 20 33.84100(W) AD(       ) 1
 GS0837  NGVD 29 (03/11/99)  867.4    (m)         2846.     (f) VERT ANG       
 GS0837
 GS0837.Superseded values are not recommended for survey control.
 GS0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0837.See file dsdata.txt to determine how the superseded data were derived.
 GS0837
 GS0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA5875743474(NAD 83)
 GS0837_MARKER: DS = TRIANGULATION STATION DISK
 GS0837_SETTING: 66 = SET IN ROCK OUTCROP
 GS0837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0837+STABILITY: POSITION/ELEVATION WELL
 GS0837
 GS0837  HISTORY     - Date     Condition        Report By
 GS0837  HISTORY     - 1933     MONUMENTED       CGS
 GS0837  HISTORY     - 1949     SEE DESCRIPTION  CGS
 GS0837  HISTORY     - 1950     SEE DESCRIPTION  CGS
 GS0837  HISTORY     - 1966     GOOD             USGS
 GS0837
 GS0837                          STATION DESCRIPTION
 GS0837
 GS0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 GS0837'STATION IS ON SMALL BUTTE 6 MILES E OF THE LAS VEGAS-TONOPAH
 GS0837'HIGHWAY AND 3 MILES N OF THE FAIRBANKS RANCH HOUSE.
 GS0837'
 GS0837'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GS0837'IN A DRILL HOLE IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES
 GS0837'2 AND 12A.
 GS0837'
 GS0837'AZIMUTH MARK IS ON THE SMALL KNOB 1/2 MILE NE OF THE STATION.
 GS0837'
 GS0837'REACHED AS FOLLOWS--FROM INDIAN SPRINGS GO W ON HIGHWAY
 GS0837'43.1 MILES TO A DIM ROAD LEADING TO LEFT (THIS ROAD IS 0.6
 GS0837'MILE N OF A SMALL BUTTE TO THE LEFT OF THE HIGHWAY), TURN
 GS0837'LEFT AND GO 6.6 MILES, TURN RIGHT OFF ROAD AND GO ACROSS
 GS0837'COUNTRY 0.7 MILE TO THE BASE OF THE BUTTE.  LEAVE TRUCK HERE
 GS0837'AND CLIMB TO THE TOP OF THE BUTTE AND STATION.
 GS0837
 GS0837                          STATION RECOVERY (1949)
 GS0837
 GS0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0837'THE STATION IS 6 MILES SOUTH OF U.S. HIGHWAY 95.
 GS0837'
 GS0837'THE STATION MARK IS ON THE HIGHEST POINT.
 GS0837'
 GS0837'DUE TO ROAD CHANGES A NEW TO REACH IS NEEDED.
 GS0837'
 GS0837'TO REACH FROM LATHROP WELLS AT THE JUNCTION OF U.S. HIGHWAY
 GS0837'95 AND STATE HIGHWAY 29, GO SOUTH TOWARDS DEATH VALLEY JUNCTION
 GS0837'ON STATE HIGHWAY 29 FOR 6.6 MILES TO TRIANGULATION STATION MILLER
 GS0837'ON THE RIGHT, AT CROSSROADS.  HERE TURN LEFT, EASTERLY, AND
 GS0837'GO 2.8 MILES TO THE SIGN BEATTY 35 AT A CROSSROAD.  TURN
 GS0837'LEFT, NORTHEASTERLY, AND CONTINUE 0.5 TO A CROSSROAD AND
 GS0837'MINE DIGGINGS ON THE LEFT.  KEEP STRAIGHT AHEAD FOR 0.9 MILE
 GS0837'TO ANOTHER CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE.
 GS0837'TURN RIGHT OFF BLADED ROAD AND GO ACROSS COUNTRY FOR 0.9
 GS0837'MILE TO THE SLOPE UNDER THE HIGHEST POINT OF A LOW SHORT
 GS0837'RANGE OF HILLS AND END OF TRUCK TRAVEL.  FROM HERE PACK TO
 GS0837'THE HIGHEST POINT AND STATION.
 GS0837
 GS0837                          STATION RECOVERY (1950)
 GS0837
 GS0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RJS)
 GS0837'THE 1949 RECOVERY NOTE OF M.T.P. IS ADEQUATE, AND ALL MARKS
 GS0837'WERE FOUND TO BE IN GOOD CONDITION.
 GS0837
 GS0837                          STATION RECOVERY (1966)
 GS0837
 GS0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GS0837'DESCRIPTION AND POSITION LISTED IN NGS QUAD 36116-1, STATION 1005.
 GS0837'STATION MARK--STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 GS0837'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1503 ***********************************************************************
 KR1503  DESIGNATION -  FAIRVIEW
 KR1503  PID         -  KR1503
 KR1503  STATE/COUNTY-  NV/CHURCHILL
 KR1503  USGS QUAD   -  BELL CANYON (1980)
 KR1503
 KR1503                         *CURRENT SURVEY CONTROL
 KR1503  ___________________________________________________________________
 KR1503* NAD 83(1994)-  39 13 30.19708(N)    118 09 09.05622(W)     ADJUSTED  
 KR1503* NAVD 88     -      2531.9    (meters)    8307.     (feet)  VERTCON   
 KR1503  ___________________________________________________________________
 KR1503  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 KR1503  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 KR1503
 KR1503  HORZ ORDER  -  FIRST
 KR1503
 KR1503.The horizontal coordinates were established by classical geodetic methods
 KR1503.and adjusted by the National Geodetic Survey in June 1998..
 KR1503
 KR1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1503
 KR1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1503
 KR1503.The geoid height was determined by GEOID03.
 KR1503
 KR1503;                    North         East     Units Scale Factor Converg.
 KR1503;SPC NV W     - 4,496,669.474   837,198.025   MT  0.99991703   +0 16 20.8
 KR1503;SPC NV W     -14,752,823.10  2,746,707.19   sFT  0.99991703   +0 16 20.8
 KR1503;UTM  11      - 4,342,384.401   400,517.215   MT  0.99972186   -0 43 43.9
 KR1503
 KR1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1503!SPC NV W     -   0.99960667  x   0.99991703  =   0.99952373
 KR1503!UTM  11      -   0.99960667  x   0.99972186  =   0.99932864
 KR1503
 KR1503|---------------------------------------------------------------------|
 KR1503| PID    Reference Object                     Distance      Geod. Az  |
 KR1503|                                                           dddmmss.s |
 KR1503| DA9056 FAIRVIEW RM 1                         7.942 METERS 13615     |
 KR1503| DA9057 FAIRVIEW RM 2                         5.050 METERS 22631     |
 KR1503| KR1507 SAND SPRINGS                        APPROX.24.9 KM 2494924.3 |
 KR1503|---------------------------------------------------------------------|
 KR1503
 KR1503                          SUPERSEDED SURVEY CONTROL
 KR1503
 KR1503  NAD 83(1986)-  39 13 30.20441(N)    118 09 09.05154(W) AD(       ) 1
 KR1503  NAD 27      -  39 13 30.44000(N)    118 09 05.56200(W) AD(       ) 1
 KR1503  NGVD 29 (07/19/86) 2530.7    (m)         8303.     (f) VERT ANG       
 KR1503
 KR1503.Superseded values are not recommended for survey control.
 KR1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1503.See file dsdata.txt to determine how the superseded data were derived.
 KR1503
 KR1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD0051742384(NAD 83)
 KR1503_MARKER: DS = TRIANGULATION STATION DISK
 KR1503_SETTING: 66 = SET IN ROCK OUTCROP
 KR1503
 KR1503  HISTORY     - Date     Condition        Report By
 KR1503  HISTORY     - 1953     MONUMENTED       CGS
 KR1503  HISTORY     - 1954     GOOD             CGS
 KR1503  HISTORY     - 1955     GOOD             CGS
 KR1503  HISTORY     - 1955     GOOD             AMS
 KR1503  HISTORY     - 1966     GOOD             CGS
 KR1503
 KR1503                          STATION DESCRIPTION
 KR1503
 KR1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 KR1503'THE STATION IS ABOUT 38 MILES, AIR LINE, EAST-SOUTHEAST OF FALLON,
 KR1503'8 MILES SOUTHEAST OF FRENCHMANS STATION AND 5 MILES SOUTH OF THE
 KR1503'JUNCTION OF U.S. HIGHWAY 50 AND DIXIE VALLEY ROAD.  IT IS ON THE
 KR1503'HIGHER AND MOST NORTHERLY ONE OF THREE PEAKS IN THAT VICINITY
 KR1503'WHICH IS KNOWN AS FAIRVIEW MOUNTAIN.
 KR1503'
 KR1503'TO REACH FROM FRENCHMANS STATION, GO EASTERLY ON U.S. HIGHWAY
 KR1503'50 FOR 10.5 MILES TO A TRACK ROAD RIGHT.  TURN RIGHT, SOUTHERLY,
 KR1503'FOR 0.6 MILE TO A FORK.  KEEP RIGHT FORK AND FOLLOW MAIN ROAD
 KR1503'FOR APPROXIMATELY 5 MILES TO A FORK IN A CANYON.  KEEP RIGHT
 KR1503'FORK AND GO UP WASH FOR 1.4 MILES TO A DIM TRACK ROAD RIGHT,
 KR1503'JUST BEFORE MAKING A CURVE.  TURN RIGHT FOR ABOUT 0.1 MILE TO
 KR1503'THE END OF TRUCK TRAVEL.  THIS IS AT THE BASE OF A TIMBERED
 KR1503'CANYON WHICH LEADS UP TO THE SADDLE TO THE SOUTH OF THE STATION
 KR1503'MOUNTAIN.  THERE ARE SEVERAL TRACK ROADS ENROUTE TO THE
 KR1503'APPROXIMATE POINT OF WHERE TRUCK TRAVEL ENDS AT THE BASE OF THIS
 KR1503'CANYON.  FROM THE END OF TRUCK TRAVEL, PACK WESTERLY UP THE
 KR1503'TIMBERED CANYON TO THE SADDLE (THIS IS A DIFFICULT CLIMB
 KR1503'ON LOOSE SHALE ROCK).  TURN RIGHT, NORTHERLY, AT THE SADDLE
 KR1503'AND GO UP RIDGE TO THE SUMMIT AND STATION.  A 2-1/2 HOUR PACK.
 KR1503'
 KR1503'THE STATION MARK, STAMPED FAIRVIEW 1953, IS A STANDARD DISK
 KR1503'CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING ABOUT 1 INCH
 KR1503'ABOVE THE GROUND.
 KR1503'
 KR1503'REFERENCE MARK 1, STAMPED FAIRVIEW NO 1 1953, IS A STANDARD DISK
 KR1503'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 8
 KR1503'INCHES ON THE WEST SIDE OF THE MARK AND FOLLOW ELSEWHERE.  IT IS
 KR1503'ABOUT 2 FEET LOWER THAN THE STATION.
 KR1503'
 KR1503'REFERENCE MARK 2, STAMPED FAIRVIEW NO 2 1953, IS A STANDARD DISK
 KR1503'CEMENTED IN A DRILL HOLE IN A SMALL BOULDER WHICH PROJECTS ABOUT
 KR1503'1 INCH ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE
 KR1503'STATION.
 KR1503
 KR1503                          STATION RECOVERY (1954)
 KR1503
 KR1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KR1503'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 KR1503'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE FOUND TO
 KR1503'CHECK THE 1953 DATA.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 KR1503
 KR1503                          STATION RECOVERY (1955)
 KR1503
 KR1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KR1503'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 KR1503'AND FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE IN DISTANCE
 KR1503'TO REFERENCE MARK 1 WAS FOUND AND IS DUE TO A 4 INCH CRACK LEFT
 KR1503'AT THE STATION SITE BY EARTHQUAKES.  A DIFFERENCE IN DIRECTIONS
 KR1503'WERE FOUND TO REFERENCE MARKS 1 AND 2.  THE 1953 DESCRIPTION IS
 KR1503'ADEQUATE.
 KR1503
 KR1503                          STATION RECOVERY (1955)
 KR1503
 KR1503'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 KR1503'THE STATION WAS RECOVERED AS DESCRIBED, AND REFERENCE MARKS 1
 KR1503'AND 2 WERE RECOVERED IN GOOD CONDITION.
 KR1503'
 KR1503'THE MARK IS ON MOST NORTHERLY AND HIGHEST PEAK OF FAIRVIEW MT.
 KR1503'IT IS 90 FEET WEST OF LONE TREE, 117 FEET SSW CENTER OF DARK
 KR1503'GRASS AREA AND 130 FEET NORTH TOP OF SMALL KNOLL ON SAME RIDGE.
 KR1503
 KR1503                          STATION RECOVERY (1966)
 KR1503
 KR1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KR1503'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 KR1503'BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS
 KR1503'WERE CHECKED AND FOUND TO BE CORRECT.  THE 1953 TO REACH IS
 KR1503'ADEQUATE.
 KR1503'
 KR1503'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHEAST
 KR1503'OF FRENCHMAN STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1894 ***********************************************************************
 KR1894  DESIGNATION -  FAIRVIEW
 KR1894  PID         -  KR1894
 KR1894  STATE/COUNTY-  NV/CHURCHILL
 KR1894  USGS QUAD   -  BELL CANYON (1980)
 KR1894
 KR1894                         *CURRENT SURVEY CONTROL
 KR1894  ___________________________________________________________________
 KR1894* NAD 83(1986)-  39 13 30.     (N)    118 09 09.     (W)     SCALED    
 KR1894* NAVD 88     -      2531.66   (+/-2cm)    8306.0    (feet)  VERTCON   
 KR1894  ___________________________________________________________________
 KR1894  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 KR1894
 KR1894  VERT ORDER  -  THIRD ? (See Below)
 KR1894
 KR1894.The horizontal coordinates were scaled from a topographic map and have
 KR1894.an estimated accuracy of +/- 6 seconds.
 KR1894
 KR1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1894.The vertical order pertains to the NGVD 29 superseded value.
 KR1894
 KR1894.The geoid height was determined by GEOID03.
 KR1894
 KR1894;                    North         East    Units  Estimated Accuracy
 KR1894;SPC NV W     - 4,496,660.      837,200.      MT  (+/- 180 meters Scaled)
 KR1894
 KR1894                          SUPERSEDED SURVEY CONTROL
 KR1894
 KR1894  NGVD 29 (07/19/86) 2530.50   (m)         8302.1    (f) LEVELING    3  
 KR1894
 KR1894.Superseded values are not recommended for survey control.
 KR1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1894.See file dsdata.txt to determine how the superseded data were derived.
 KR1894
 KR1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD005423(NAD 83)
 KR1894
 KR1894  HISTORY     - Date     Condition        Report By
 KR1894  HISTORY     - 1953     MONUMENTED       CGS
 KR1894  HISTORY     - 1983     SEE DESCRIPTION  LOCENG
 KR1894
 KR1894                          STATION DESCRIPTION
 KR1894
 KR1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR1894'PRE-EARTHQUAKE POSITION.
 KR1894
 KR1894                          STATION RECOVERY (1983)
 KR1894
 KR1894'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JBS)
 KR1894'FAIRVIEW 1953 DESTROYED.
 KR1894'
 KR1894'FAIRVIEW 1953 NO 1 RECOVERED GOOD.
 KR1894'
 KR1894'FAIRVIEW 1953 NO 2 RECOVERED GOOD.
 KR1894'
 KR1894'A COMPLETE CHANGE IN THE DESCRIPTION.  FORM 8240-3 DMATC GSS IS
 KR1894'ENCLOSED.  THE MARK WAS FOUND TO HAVE BEEN RIPPED OUT.  THE DRILL
 KR1894'HOLE WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1238 ***********************************************************************
 JR1238  DESIGNATION -  FAL
 JR1238  PID         -  JR1238
 JR1238  STATE/COUNTY-  NV/DOUGLAS
 JR1238  USGS QUAD   -  SOUTH LAKE TAHOE (1992)
 JR1238
 JR1238                         *CURRENT SURVEY CONTROL
 JR1238  ___________________________________________________________________
 JR1238* NAD 83(1994)-  38 59 11.47062(N)    119 57 28.84594(W)     ADJUSTED  
 JR1238* NAVD 88     -      1899.     (meters)    6230.     (feet)  SCALED    
 JR1238  ___________________________________________________________________
 JR1238  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 JR1238  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 JR1238
 JR1238  HORZ ORDER  -  THIRD
 JR1238
 JR1238.The horizontal coordinates were established by classical geodetic methods
 JR1238.and adjusted by the National Geodetic Survey in June 1998..
 JR1238
 JR1238.The orthometric height was scaled from a topographic map.
 JR1238
 JR1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1238
 JR1238.The geoid height was determined by GEOID03.
 JR1238
 JR1238;                    North         East     Units Scale Factor Converg.
 JR1238;SPC NV W     - 4,471,001.070   680,903.374   MT  1.00007460   -0 51 53.9
 JR1238;SPC NV W     -14,668,609.34  2,233,930.49   sFT  1.00007460   -0 51 53.9
 JR1238;SPC CA 2     -   648,498.071 2,176,893.848   MT  0.99991613   +1 17 14.7
 JR1238;SPC CA 2     - 2,127,614.09  7,142,025.90   sFT  0.99991613   +1 17 14.7
 JR1238;UTM  11      - 4,319,443.661   243,787.935   MT  1.00040839   -1 51 43.2
 JR1238;UTM  10      - 4,319,683.531   763,487.039   MT  1.00045496   +1 54 53.7
 JR1238
 JR1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1238!SPC NV W     -   0.99970588  x   1.00007460  =   0.99978046
 JR1238!SPC CA 2     -   0.99970588  x   0.99991613  =   0.99962203
 JR1238!UTM  11      -   0.99970588  x   1.00040839  =   1.00011415
 JR1238!UTM  10      -   0.99970588  x   1.00045496  =   1.00016070
 JR1238
 JR1238                          SUPERSEDED SURVEY CONTROL
 JR1238
 JR1238  NAD 83(1992)-  38 59 11.46626(N)    119 57 28.84435(W) AD(       ) 3
 JR1238  NAD 83(1986)-  38 59 11.44357(N)    119 57 28.81300(W) AD(       ) 3
 JR1238  NAD 27      -  38 59 11.78600(N)    119 57 25.15700(W) AD(       ) 3
 JR1238
 JR1238.Superseded values are not recommended for survey control.
 JR1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1238.See file dsdata.txt to determine how the superseded data were derived.
 JR1238
 JR1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4378819444(NAD 83)
 JR1238_MARKER: Z = SEE DESCRIPTION
 JR1238_SETTING: 0 = UNSPECIFIED SETTING
 JR1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1238
 JR1238  HISTORY     - Date     Condition        Report By
 JR1238  HISTORY     - 1922     MONUMENTED       CGS
 JR1238  HISTORY     - 1970     SEE DESCRIPTION  USAF
 JR1238
 JR1238                          STATION DESCRIPTION
 JR1238
 JR1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FLP)
 JR1238'ON AN OFF-SHORE BOULDER WHICH STANDS ABOUT 6 FEET OUT OF THE
 JR1238'WATER AND IS ABOUT 3 FEET IN DIAMETER.  THIS BOULDER IS ABOUT
 JR1238'15 OR SO METERS OFF THE MOST WESTERLY EXTREMITY OF THE POINT
 JR1238'ONE MILE SOUTH OF ZEPHYR POINT AND 1.9 STATUTE MILES NORTH OF
 JR1238'LAKESIDE STEAMER WHARF.  THE BOULDER WAS THOROUGHLY WHITEWASHED
 JR1238'IN 1922.  THE STATION IS MARKED BY A STANDARD DISK TRIANGULATION
 JR1238'STATION MARK, STAMPED FAL 1922, CEMENTED INTO A DRILL HOLE
 JR1238'IN THE TOP OF THE BOULDER.
 JR1238
 JR1238                          STATION RECOVERY (1970)
 JR1238
 JR1238'RECOVERY NOTE BY US AIR FORCE 1970 (TGO)
 JR1238'STATION RECOVERED AS MAPPED ON THE BIJOU 7-1/2 (USGS) QUAD ON
 JR1238'THE TIP OF ELK POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1534 ***********************************************************************
 KR1534  DESIGNATION -  FAL
 KR1534  PID         -  KR1534
 KR1534  STATE/COUNTY-  NV/CHURCHILL
 KR1534  USGS QUAD   -  FALLON (1985)
 KR1534
 KR1534                         *CURRENT SURVEY CONTROL
 KR1534  ___________________________________________________________________
 KR1534* NAD 83(1994)-  39 29 13.65415(N)    118 52 25.64419(W)     ADJUSTED  
 KR1534* NAVD 88     -      1220.4    (meters)    4004.     (feet)  VERTCON   
 KR1534  ___________________________________________________________________
 KR1534  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 KR1534  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 KR1534
 KR1534  HORZ ORDER  -  FIRST
 KR1534
 KR1534.The horizontal coordinates were established by classical geodetic methods
 KR1534.and adjusted by the National Geodetic Survey in June 1998..
 KR1534
 KR1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1534
 KR1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1534
 KR1534.The geoid height was determined by GEOID03.
 KR1534
 KR1534;                    North         East     Units Scale Factor Converg.
 KR1534;SPC NV W     - 4,525,714.166   775,014.694   MT  0.99990768   -0 11 04.9
 KR1534;SPC NV W     -14,848,113.89  2,542,694.04   sFT  0.99990768   -0 11 04.9
 KR1534;UTM  11      - 4,372,511.686   338,858.104   MT  0.99991971   -1 11 30.5
 KR1534
 KR1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1534!SPC NV W     -   0.99981242  x   0.99990768  =   0.99972012
 KR1534!UTM  11      -   0.99981242  x   0.99991971  =   0.99973214
 KR1534
 KR1534|---------------------------------------------------------------------|
 KR1534| PID    Reference Object                     Distance      Geod. Az  |
 KR1534|                                                           dddmmss.s |
 KR1534| KR1532 FAL OFFSET                           19.630 METERS 18411     |
 KR1534| DA9059 FAL RM 1                              5.497 METERS 18522     |
 KR1534| DA9058 FAL AZ MK                                          2654908.9 |
 KR1534| DA9060 FAL RM 2                             15.304 METERS 27548     |
 KR1534|---------------------------------------------------------------------|
 KR1534
 KR1534                          SUPERSEDED SURVEY CONTROL
 KR1534
 KR1534  NAD 83(1986)-  39 29 13.66167(N)    118 52 25.64225(W) AD(       ) 1
 KR1534  NAD 27      -  39 29 13.96200(N)    118 52 22.08000(W) AD(       ) 1
 KR1534  NGVD 29 (07/19/86) 1219.4    (m)         4001.     (f) VERT ANG       
 KR1534
 KR1534.Superseded values are not recommended for survey control.
 KR1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1534.See file dsdata.txt to determine how the superseded data were derived.
 KR1534
 KR1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD3885872512(NAD 83)
 KR1534_MARKER: DS = TRIANGULATION STATION DISK
 KR1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1534_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KR1534
 KR1534  HISTORY     - Date     Condition        Report By
 KR1534  HISTORY     - 1951     MONUMENTED       CGS
 KR1534  HISTORY     - 1958     GOOD             CGS
 KR1534  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KR1534
 KR1534                          STATION DESCRIPTION
 KR1534
 KR1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1534'STATION IS ABOUT 6 MILES WEST ALONG U.S. HIGHWAY 50 FROM FALLON,
 KR1534'3.25 MILES EAST OF THE JUNCTION OF U.S. HIGHWAYS 50 AND 95,
 KR1534'ABOUT 150 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 50,
 KR1534'AND ON A 25-FOOT SAND DUNE PARTIALLY COVERED WITH SAGE.
 KR1534'
 KR1534'STATION MARK, A STANDARD DISK STAMPED FAL 1951, IS SET IN A
 KR1534'12-INCH CONCRETE POST PROJECTING ABOUT 6 INCHES.
 KR1534'
 KR1534'REFERENCE MARK 1, A STANDARD DISK STAMPED FAL NO 1 1951, IS
 KR1534'SET IN A 12-INCH CONCRETE POST ABOUT FLUSH WITH THE GROUND.  IT
 KR1534'IS ABOUT 1 FOOT LOWER THAN THE STATION.
 KR1534'
 KR1534'REFERENCE MARK 2, A STANDARD DISK STAMPED FAL NO 2 1951, IS
 KR1534'SET IN A 12-INCH CONCRETE POST IN THE FIRST HUMP OF THE SAND
 KR1534'DUNE WEST OF THE STATION.  IT IS ABOUT 15 INCHES LOWER THAN
 KR1534'THE TOP OF THE DUNE.
 KR1534'
 KR1534'AZIMUTH MARK, A STANDARD DISK STAMPED FAL 1951 AND SET IN THE
 KR1534'TOP OF A 6-INCH CONCRETE POST PROJECTING ABOUT 12 INCHES, IS
 KR1534'0.2 MILE WEST OF THE STATION, AND IN THE SOUTHWEST CORNER OF
 KR1534'A CROSSROADS.
 KR1534
 KR1534                          STATION RECOVERY (1958)
 KR1534
 KR1534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1534'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 KR1534'RECOVERED.  SAND HAS BLOWN AWAY FROM THE STATION MARK SO THAT
 KR1534'IT NOW PROJECTS ABOUT 1-1/2 FEET.  REFERENCE MARK 2 PROJECTS
 KR1534'ABOUT 1 FOOT ON THE SOUTH SIDE.  REFERENCE MARK 1 HAS BEEN
 KR1534'DESTROYED.  THE AZIMUTH MARK IS IN GOOD CONDITION.
 KR1534'
 KR1534'THE STATION AND REFERENCE MARK 2 WILL BE DESTROYED IN THE FUTURE
 KR1534'DUE TO CONSTRUCTION IN THE AREA.  A NEW STATION, FAL OFFSET
 KR1534'WAS ESTABLISHED.
 KR1534
 KR1534                          STATION RECOVERY (1967)
 KR1534
 KR1534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 KR1534'THE STATION MARK, STAMPED FAL 1951, WAS FOUND DESTROYED AND
 KR1534'THE DISK WAS RECOVERED.  THE UNDERGROUND STATION MARK WAS
 KR1534'ALSO FOUND DESTROYED AND THE DISK WAS RECOVERED.
 KR1534'
 KR1534'R.M. 1, STAMPED FAL NO 1 1951, WAS FOUND DESTROYED AND THE
 KR1534'DISK WAS RECOVERED.
 KR1534'
 KR1534'R.M. 2 WAS NOT SEARCHED FOR IN APRIL OF 1967 BY THIS PARTY.
 KR1534'
 KR1534'THE AZIMUTH MARK WAS NOT SEARCHED FOR IN APRIL OF 1967 BY THIS
 KR1534'PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1548 ***********************************************************************
 KR1548  DESIGNATION -  FALAIS
 KR1548  PID         -  KR1548
 KR1548  STATE/COUNTY-  NV/CHURCHILL
 KR1548  USGS QUAD   -  SODA LAKE NW (1985)
 KR1548
 KR1548                         *CURRENT SURVEY CONTROL
 KR1548  ___________________________________________________________________
 KR1548* NAD 83(1994)-  39 38 12.16715(N)    118 58 06.64279(W)     ADJUSTED  
 KR1548* NAVD 88     -      1237.0    (meters)    4058.     (feet)  VERTCON   
 KR1548  ___________________________________________________________________
 KR1548  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 KR1548  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 KR1548
 KR1548  HORZ ORDER  -  SECOND
 KR1548
 KR1548.The horizontal coordinates were established by classical geodetic methods
 KR1548.and adjusted by the National Geodetic Survey in June 1998..
 KR1548
 KR1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1548
 KR1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1548
 KR1548.The geoid height was determined by GEOID03.
 KR1548
 KR1548;                    North         East     Units Scale Factor Converg.
 KR1548;SPC NV W     - 4,542,351.201   766,937.735   MT  0.99991345   -0 14 44.6
 KR1548;SPC NV W     -14,902,697.23  2,516,194.89   sFT  0.99991345   -0 14 44.6
 KR1548;UTM  11      - 4,389,288.752   331,075.090   MT  0.99995133   -1 15 21.8
 KR1548
 KR1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1548!SPC NV W     -   0.99980978  x   0.99991345  =   0.99972324
 KR1548!UTM  11      -   0.99980978  x   0.99995133  =   0.99976112
 KR1548
 KR1548                          SUPERSEDED SURVEY CONTROL
 KR1548
 KR1548  NAD 83(1986)-  39 38 12.17359(N)    118 58 06.63729(W) AD(       ) 2
 KR1548  NAD 27      -  39 38 12.48000(N)    118 58 03.06000(W) AD(       ) 2
 KR1548  NGVD 29 (07/19/86) 1236.0    (m)         4055.     (f) VERT ANG       
 KR1548
 KR1548.Superseded values are not recommended for survey control.
 KR1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1548.See file dsdata.txt to determine how the superseded data were derived.
 KR1548
 KR1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD3107589289(NAD 83)
 KR1548_MARKER: H = DRILL HOLE
 KR1548_SETTING: 0 = UNSPECIFIED SETTING
 KR1548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1548
 KR1548  HISTORY     - Date     Condition        Report By
 KR1548  HISTORY     - 1951     MONUMENTED       NVDH
 KR1548
 KR1548                          STATION DESCRIPTION
 KR1548
 KR1548'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1951 (LGT)
 KR1548'STATION IS 1/2 IN DRILL HOLE IN LAVA ROCK 8 IN X 10 IN X 16 IN
 KR1548'SET IN GROUND 10 IN AND PROPERLY MARKED FOR C.C. OF SECTIONS
 KR1548'4 AND 5, TOWNSHIP 20 NORTH, RANGE 27 EAST.  A 6.5 FOOT HIGH
 KR1548'WHITE CLOTH COVERED TRIPOD TARGET OVER POINT, LOCATED APPROX
 KR1548'6 MILES NORTHEAST FROM HAZEN, NEVADA, ON SANDY SAGE FLAT,
 KR1548'APPROX. 1.5 MILES EAST OF FOOTHILLS, A THREE-WIRE POWER LINE
 KR1548'RUNNING NORTHEASTERLY AND PARALLEL TO ROAD 200 FEET EAST OF
 KR1548'STATION.
 KR1548'
 KR1548'TO REACH FROM SCHOOLHOUSE IN HAZEN, NEVADA, GO 1.3 MILES EASTERLY
 KR1548'ALONG NORTH SIDE OF S.P.R.R., TAKE LEFT FORK ALONG POWER LINE
 KR1548'NORTHEASTERLY.  FOLLOW POWER LINE FOR 5.75 MILES TO POWER POLE
 KR1548'10225.  AT THIS POINT TURN RIGHT ON WEST BEARING APPROX. 200
 KR1548'FEET TO STATION SITE.  DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0262 ***********************************************************************
 KR0262  DESIGNATION -  FALLON
 KR0262  PID         -  KR0262
 KR0262  STATE/COUNTY-  NV/CHURCHILL
 KR0262  USGS QUAD   -  FALLON (1985)
 KR0262
 KR0262                         *CURRENT SURVEY CONTROL
 KR0262  ___________________________________________________________________
 KR0262* NAD 83(1986)-  39 28 31.     (N)    118 46 39.     (W)     SCALED    
 KR0262* NAVD 88     -      1209.112  (meters)    3966.89   (feet)  ADJUSTED  
 KR0262  ___________________________________________________________________
 KR0262  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 KR0262  DYNAMIC HT  -        1208.073 (meters)    3963.49  (feet)  COMP
 KR0262  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 KR0262
 KR0262  VERT ORDER  -  FIRST     CLASS II
 KR0262
 KR0262.The horizontal coordinates were scaled from a topographic map and have
 KR0262.an estimated accuracy of +/- 6 seconds.
 KR0262
 KR0262.The orthometric height was determined by differential leveling
 KR0262.and adjusted by the National Geodetic Survey in June 1991..
 KR0262.WARNING-Repeat measurements at this control monument indicate possible
 KR0262.vertical movement.
 KR0262
 KR0262.The geoid height was determined by GEOID03.
 KR0262
 KR0262.The dynamic height is computed by dividing the NAVD 88
 KR0262.geopotential number by the normal gravity value computed on the
 KR0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0262.degrees latitude (g = 980.6199 gals.).
 KR0262
 KR0262.The modeled gravity was interpolated from observed gravity values.
 KR0262
 KR0262;                    North         East    Units  Estimated Accuracy
 KR0262;SPC NV W     - 4,524,380.      783,300.      MT  (+/- 180 meters Scaled)
 KR0262
 KR0262                          SUPERSEDED SURVEY CONTROL
 KR0262
 KR0262  NGVD 29 (??/??/92) 1208.158  (m)         3963.76   (f) ADJ UNCH    1 2
 KR0262
 KR0262.Superseded values are not recommended for survey control.
 KR0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0262.See file dsdata.txt to determine how the superseded data were derived.
 KR0262
 KR0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD471710(NAD 83)
 KR0262_MARKER: DB = BENCH MARK DISK
 KR0262_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KR0262_SP_SET: BUILDING
 KR0262_STAMPING: FALLON 1934
 KR0262_MARK LOGO: CGS   
 KR0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0262+STABILITY: POSITION/ELEVATION WELL
 KR0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KR0262+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 KR0262
 KR0262  HISTORY     - Date     Condition        Report By
 KR0262  HISTORY     - 1934     MONUMENTED       CGS
 KR0262  HISTORY     - 1967     GOOD             NGS
 KR0262  HISTORY     - 1986     GOOD             NGS
 KR0262  HISTORY     - 19910806 GOOD             NGS
 KR0262  HISTORY     - 20060723 GOOD             GEOCAC
 KR0262
 KR0262                          STATION DESCRIPTION
 KR0262
 KR0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0262'IN FALLON.
 KR0262'AT FALLON, ALONG WILLIAMS AVENUE, AT THE SOUTHEAST CORNER OF THE CITY
 KR0262'HALL BUILDING, IN SECTION 31, T 19 N, R 29 E, SET VERTICALLY IN THE
 KR0262'EAST FACE OF THE CONCRETE FOUNDATION OF THE BUILDING, 1.3 FEET NORTH
 KR0262'OF THE SOUTHEAST CORNER OF THE BUILDING, 1.3 FEET SOUTH OF THE SOUTH
 KR0262'EDGE OF A DOOR WHICH LEADS TO THE JAIL, AND ABOUT 2 FEET ABOVE THE
 KR0262'LEVEL OF THE GROUND.
 KR0262
 KR0262                          STATION RECOVERY (1986)
 KR0262
 KR0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0262'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 KR0262'MARK IS NOW 4.9 METERS (16 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 KR0262'CITY HALL BUILDING.
 KR0262
 KR0262                          STATION RECOVERY (1991)
 KR0262
 KR0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KR0262'IN FALLON, SET VERTICALLY IN THE EAST FACE OF THE CITY HALL AT 55
 KR0262'WEST WILLIAMS AVENUE (U.S. HIGHWAY 50), 5.5 M (18.0 FT) NORTH OF THE
 KR0262'SOUTHEAST CORNER OF THE BUILDING, AND 0.5 M (1.6 FT) ABOVE THE GROUND
 KR0262'SURFACE.
 KR0262
 KR0262                          STATION RECOVERY (2006)
 KR0262
 KR0262'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0262'OBSERVED GPSR COORDINATES N39 28 27.66, W118 46 39.90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0354 ***********************************************************************
 KR0354  DESIGNATION -  FALLON
 KR0354  PID         -  KR0354
 KR0354  STATE/COUNTY-  NV/CHURCHILL
 KR0354  USGS QUAD   -  FALLON (1985)
 KR0354
 KR0354                         *CURRENT SURVEY CONTROL
 KR0354  ___________________________________________________________________
 KR0354* NAD 83(1994)-  39 29 22.45425(N)    118 45 09.11266(W)     ADJUSTED  
 KR0354* NAVD 88     -      1276.226  (meters)    4187.08   (feet)  ADJUSTED  
 KR0354  ___________________________________________________________________
 KR0354  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KR0354  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR0354  DYNAMIC HT  -        1275.119 (meters)    4183.45  (feet)  COMP
 KR0354  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 KR0354
 KR0354  HORZ ORDER  -  FIRST
 KR0354  VERT ORDER  -  FIRST     CLASS II
 KR0354
 KR0354.This mark is at Fallon Municipal Airport (FLX)
 KR0354
 KR0354.The horizontal coordinates were established by classical geodetic methods
 KR0354.and adjusted by the National Geodetic Survey in June 1998..
 KR0354
 KR0354.The orthometric height was determined by differential leveling
 KR0354.and adjusted by the National Geodetic Survey in June 1991..
 KR0354
 KR0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0354
 KR0354.The geoid height was determined by GEOID03.
 KR0354
 KR0354.The dynamic height is computed by dividing the NAVD 88
 KR0354.geopotential number by the normal gravity value computed on the
 KR0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0354.degrees latitude (g = 980.6199 gals.).
 KR0354
 KR0354.The modeled gravity was interpolated from observed gravity values.
 KR0354
 KR0354;                    North         East     Units Scale Factor Converg.
 KR0354;SPC NV W     - 4,525,958.929   785,445.982   MT  0.99990261   -0 06 27.4
 KR0354;SPC NV W     -14,848,916.92  2,576,917.36   sFT  0.99990261   -0 06 27.4
 KR0354;SPC UT C     - 2,153,642.760 -,123,172.988   MT  0.99991689   -4 38 44.9
 KR0354;UTM  11      - 4,372,573.066   349,292.025   MT  0.99987965   -1 06 53.0
 KR0354
 KR0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0354!SPC NV W     -   0.99980366  x   0.99990261  =   0.99970629
 KR0354!SPC UT C     -   0.99980366  x   0.99991689  =   0.99972056
 KR0354!UTM  11      -   0.99980366  x   0.99987965  =   0.99968333
 KR0354
 KR0354|---------------------------------------------------------------------|
 KR0354| PID    Reference Object                     Distance      Geod. Az  |
 KR0354|                                                           dddmmss.s |
 KR0354| KR0353 FALLON RM 1                           4.149 METERS 00206     |
 KR0354| KR0352 FALLON RM 2                           7.234 METERS 10434     |
 KR0354| DA9061 FALLON AZ MK                                       1744225.5 |
 KR0354| DA9062 FALLON RM 3                           4.873 METERS 24153     |
 KR0354| KR1528 FALLON APT TIN BLDG E END COR        17.550 METERS 24243     |
 KR0354| KR1531 FALLON MUNICIPAL APT HAZARD LT       49.123 METERS 24619     |
 KR0354| KR0393 SWINGLE                             APPROX.20.2 KM 2732921.1 |
 KR0354| KR1547 AIRWAY BN 23 12 MI NE OF HAZEN      APPROX.32.7 KM 3311117.1 |
 KR0354|---------------------------------------------------------------------|
 KR0354
 KR0354                          SUPERSEDED SURVEY CONTROL
 KR0354
 KR0354  NAD 83(1986)-  39 29 22.46169(N)    118 45 09.10980(W) AD(       ) 1
 KR0354  NAD 27      -  39 29 22.75800(N)    118 45 05.56400(W) AD(       ) 1
 KR0354  NAVD 88 (03/09/94) 1276.23   (m)         4187.1    (f) LEVELING    3  
 KR0354  NGVD 29 (??/??/92) 1275.261  (m)         4183.92   (f) ADJ UNCH    1 2
 KR0354
 KR0354.Superseded values are not recommended for survey control.
 KR0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0354.See file dsdata.txt to determine how the superseded data were derived.
 KR0354
 KR0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD4929272573(NAD 83)
 KR0354_MARKER: DS = TRIANGULATION STATION DISK
 KR0354_SETTING: 66 = SET IN ROCK OUTCROP
 KR0354_SP_SET: ROCK OUTCROP
 KR0354_MARK LOGO: CGS   
 KR0354_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KR0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0354+STABILITY: POSITION/ELEVATION WELL
 KR0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0354+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 KR0354
 KR0354  HISTORY     - Date     Condition        Report By
 KR0354  HISTORY     - 1935     MONUMENTED       CGS
 KR0354  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KR0354  HISTORY     - 1950     SEE DESCRIPTION  USGS
 KR0354  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KR0354  HISTORY     - 1953     SEE DESCRIPTION  CGS
 KR0354  HISTORY     - 1955     SEE DESCRIPTION  CGS
 KR0354  HISTORY     - 1966     SEE DESCRIPTION  CGS
 KR0354  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KR0354  HISTORY     - 1967     GOOD             NGS
 KR0354  HISTORY     - 1971     SEE DESCRIPTION  NGS
 KR0354  HISTORY     - 1978     SEE DESCRIPTION  NGS
 KR0354  HISTORY     - 19920729 SEE DESCRIPTION  NGS
 KR0354
 KR0354                          STATION DESCRIPTION
 KR0354
 KR0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 KR0354'STATION IS ON THE NE SIDE OF THE HIGHEST POINT OF THE LOW
 KR0354'ROCKY HILL LYING ABOUT 1-1/2 MILES, AIRLINE, NE OF THE CENTER
 KR0354'OF THE TOWN OF FALLON, AND IS LOCALLY KNOWN AS RATTLESNAKE HILL.
 KR0354'
 KR0354'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 KR0354'IN OUTCROPPING BEDROCK.  REFERENCE MARKS
 KR0354'ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 KR0354'
 KR0354'REACHED FROM FALLON AS FOLLOWS--FROM THE MAIN STREET IN TOWN
 KR0354'GO E ON U.S. HIGHWAY 55 FOR 0.7 MILE.  CONTINUE STRAIGHT
 KR0354'AHEAD ON THE OILED ROAD 0.3 MILE, TURN LEFT ON THE DIRT ROAD
 KR0354'AND GO 0.7 MILE, CROSS THE BRIDGE AND TAKE THE MIDDLE FORK
 KR0354'AND GO 0.7 MILE TO THE HIGHEST POINT OF THE HILL AND STATION.
 KR0354
 KR0354                          STATION RECOVERY (1935)
 KR0354
 KR0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KR0354'STATION MARK--WAS A STANDARD STATION MARK DISK SET IN A DRILL HOLE
 KR0354'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 5 FEET ABOVE THE GROUND.
 KR0354'THE MARK HAS BEEN BROKEN OFF UNTIL ONLY THE TRIANGLE AND THE DOT ARE
 KR0354'SHOWING ON IT.
 KR0354
 KR0354                          STATION RECOVERY (1950)
 KR0354
 KR0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KR0354'RECOVERED AS DESCRIBED BY CGS.
 KR0354
 KR0354                          STATION RECOVERY (1951)
 KR0354
 KR0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR0354'THE STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 KR0354'EXCEPT THAT THE STATION MARK HAS BEEN BROKEN OFF UNTIL ONLY
 KR0354'THE CENTER PORTION WITH THE TRIANGLE SHOWING IS LEFT.  THE
 KR0354'REMAINING PART OF THE MARK IS SOLID.  AN AZIMUTH MARK WAS
 KR0354'ESTABLISHED ON THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 KR0354'
 KR0354'THE STATION IS LOCATED ABOUT 1-1/2 MILES AIR LINE NORTHEAST O
 KR0354'OF THE CENTER OF FALLON, AND ON THE HIGHEST POINT OF WHAT IS
 KR0354'LOCALLY KNOWN AS RATTLESNAKE HILL.  IT IS ABOUT 40 FEET WEST
 KR0354'OF A TRACK ROAD.
 KR0354'
 KR0354'TO REACH FROM THE POST OFFICE IN FALLON, GO NORTH ON THE PAVED
 KR0354'STREET FOR 0.85 MILE TO A DIRT ROAD RIGHT ON NORTH SIDE OF A
 KR0354'CANAL.  TURN RIGHT AND FOLLOW THE DIRT ROAD FOR 0.95 MILE TO A
 KR0354'THREE ROAD FORK.  TAKE THE CENTER ROAD OF THREE AND GO 0.45 MILE
 KR0354'TO A REVERSE Y.  TURN LEFT AND GO 100 FEET TO A TRACK ROAD
 KR0354'RIGHT.  TURN RIGHT AND FOLLOW THE TRACK ROAD THROUGH THE DUMP
 KR0354'AND UP THE HILL FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KR0354'CONTINUE ON THE TRACK ROAD FOR 0.2 MILE TO THE HIGHEST POINT
 KR0354'AND THE STATION.  A DRIVE STATION.
 KR0354'
 KR0354'THE STATION MARK WAS A STANDARD STATION MARK DISK SET IN A DRILL
 KR0354'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 5 FEET ABOVE
 KR0354'THE GROUND.  THE MARK HAS BEEN BROKEN OFF UNTIL ONLY THE TRIANGLE
 KR0354'AND THE DOT ARE SHOWING ON IT.
 KR0354'
 KR0354'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK
 KR0354'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 KR0354'ABOUT 3 FEET ABOVE THE GROUND.  IT IS ABOUT 18 INCHES LOWER
 KR0354'THAN THE STATION.  THE MARK IS STAMPED FALLON NO 1 1935.
 KR0354'
 KR0354'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK SET
 KR0354'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 6 INCHES
 KR0354'ABOVE THE GROUND.  IT IS ABOUT 6 FEET LOWER THAN THE STATION.
 KR0354'THE MARK IS STAMPED FALLON NO 2 1935.
 KR0354'
 KR0354'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN A DRILL HOLE
 KR0354'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 20 FEET ABOVE THE
 KR0354'GROUND.  IT IS LOCATED ON THE TOP OF THE HIGHEST HILL TO THE
 KR0354'SOUTH OF THE STATION AND IS ABOUT 100 FEET SOUTHEAST OF THE
 KR0354'ROAD.  THE MARK IS STAMPED FALLON 1951.
 KR0354
 KR0354                          STATION RECOVERY (1953)
 KR0354
 KR0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 KR0354'THE STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AND
 KR0354'AS DESCRIBED IN THE 1951 RECOVERY NOTE.
 KR0354
 KR0354                          STATION RECOVERY (1955)
 KR0354
 KR0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KR0354'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1, 2 WERE
 KR0354'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 KR0354
 KR0354                          STATION RECOVERY (1966)
 KR0354
 KR0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KR0354'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 KR0354'IN 1951.  THE TOP OF THE AZIMUTH MARK WAS DESTROYED AND THE
 KR0354'STEM IS ALL THAT REMAINS.  THE STATION WAS USED FOR CHECK ANGLE
 KR0354'PURPOSES ONLY.
 KR0354'
 KR0354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 KR0354'NORTHEAST OF FALLON.
 KR0354
 KR0354                          STATION RECOVERY (1967)
 KR0354
 KR0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 KR0354'THE STATION MARK, WHICH HAS BEEN MUTILATED, IS ABOUT 0.05 MILE
 KR0354'EAST ALONG U.S. HIGHWAYS 95 ALTERNATE AND 50, WHICH IS WILLIAMS
 KR0354'AVENUE, FROM THE CITY HALL AT FALLON, THENCE 1.05 MILES NORTH
 KR0354'ALONG U.S. HIGHWAY 95, WHICH IS MAIN STREET, THENCE 1.65 MILES
 KR0354'NORTHEAST ALONG A PAVED ROAD, THENCE 0.25 MILE SOUTH ALONG
 KR0354'A DIRT ROAD TO THE CREST OF RATTLESNAKE HILL, IN SECTION 29,
 KR0354'T 19 N, R 29 E, SET IN THE TOP OF A LARGE ROCK OUTCROP WHICH
 KR0354'PROJECTS 5 FEET ABOVE THE LEVEL OF THE GROUND, 78 FEET
 KR0354'NORTHEAST OF THE EAST CORNER OF A LARGE METAL BUILDING, 71 FEET
 KR0354'SOUTHEAST OF THE NORTH CORNER OF A LARGE METAL BUILDING, AND
 KR0354'56 FEET NORTHEAST OF THE NORTHEAST FACE OF THE BUILDING.
 KR0354'
 KR0354'R.M. 1, STAMPED FALLON NO 1 1935, IS 13.6 FEET NORTH OF THE
 KR0354'STATION MARK, SET IN THE TOP OF A LARGE ROCK OUTCROP, 68-1/2
 KR0354'FEET NORTHEAST OF THE NORTH CORNER OF A LARGE METAL BUILDING,
 KR0354'AND ABOUT 2 FEET BELOW THE LEVEL OF THE STATION MARK.
 KR0354'
 KR0354'R.M. 2, STAMPED FALLON NO 2 1935, IS 24 FEET EAST OF THE STATION
 KR0354'MARK, SET IN THE TOP OF A LARGE ROCK OUTCROP, 85 FEET NORTHEAST
 KR0354'OF THE EAST CORNER OF A LARGE METAL BUILDING, AND ABOUT 5 FEET
 KR0354'BELOW THE LEVEL OF THE STATION MARK.
 KR0354
 KR0354                          STATION RECOVERY (1967)
 KR0354
 KR0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KR0354'3.0 MI NE FROM FALLON.
 KR0354'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAYS 95 ALTERNATE AND 50, WHICH IS
 KR0354'WILLIAMS AVENUE, FROM THE CITY HALL AT FALLON, THENCE 1.05 MILES NORTH
 KR0354'ALONG U.S. HIGHWAY 95, WHICH IS MAIN STREET, THENCE 1.65 MILES
 KR0354'NORTHEAST ALONG A PAVED ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD
 KR0354'TO THE CREST OF RATTLESNAKE HILL, IN SECTION 29, T 19 N, R 29 E, SET
 KR0354'IN THE TOP OF A LARGE ROCK OUTCROP WHICH PROJECTS 5 FEET ABOVE THE
 KR0354'LEVEL OF THE GROUND, 78 FEET NORTHEAST OF THE EAST CORNER OF A LARGE
 KR0354'METAL BUILDING, 71 FEET SOUTHEAST OF THE NORTH CORNER OF A LARGE METAL
 KR0354'BUILDING, AND 56 FEET NORTHEAST OF THE NORTHEAST FACE OF THE BUILDING.
 KR0354'NOTE-- THE STATION MARK HAS BEEN MUTILATED.
 KR0354
 KR0354                          STATION RECOVERY (1971)
 KR0354
 KR0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JVT)
 KR0354'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 KR0354'DESCRIBED IN THE 1967 DESCRIPTION, WHICH IS ADEQUATE FOR
 KR0354'RECOVERY.
 KR0354'
 KR0354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 KR0354'NE OF THE CENTER OF FALLON
 KR0354
 KR0354                          STATION RECOVERY (1978)
 KR0354
 KR0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KR0354'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 KR0354'CONDITION AND THE DISTANCE AND DIRECTION FROM THE STATION MARK TO
 KR0354'REFERENCE MARK 1 MEASURED ON THIS DATE COMPARED FAVORABLY WITH THE
 KR0354'PREVIOUS MEASUREMENTS.  REFERENCE MARK 2 WAS REMOVED DURING
 KR0354'CONSTRUCTION OF A LARGE CONCRETE RESERVOIR JUST EAST OF THE
 KR0354'STATION SITE SO REFERENCE MARK 3 WAS SET ON THIS DATE.  THE
 KR0354'AZIMUTH MARK DISK WAS MISSING BUT THE STEM WAS STILL IN PLACE
 KR0354'AND WAS REINFORCED WITH EPOXY ON THIS DATE.  THE PREVIOUS
 KR0354'DESCRIPTIONS ARE ADEQUATE WITH THE FOLLOWING ADDITIONS--
 KR0354'
 KR0354'THE STATION MARK IS 23.7 FEET WEST OF THE WEST SIDE OF A LARGE,
 KR0354'CONCRETE RESERVOIR PRESENTLY UNDER CONSTRUCTION.
 KR0354'
 KR0354'THE AZIMUTH MARK IS A CROSS IN THE CENTER AND TOP OF A 1/2-INCH
 KR0354'BRASS PLUG CONCRETED AND EPOXIED IN A DRILL HOLE IN A ROCK OUTCROP
 KR0354'PROJECTING ABOUT 2 FEET ABOVE THE SURROUNDING ROCK AND IS ABOUT 14
 KR0354'FEET NORTHWEST OF AND ABOUT 1 FOOT LOWER THAN THE HIGHEST POINT OF
 KR0354'THE ROCKY HILL THE MARK IS ON.
 KR0354'
 KR0354'REFERENCE MARK 3 IS AN NGS REFERENCE MARK DISK STAMPED FALLON 1935
 KR0354'NO 3 1978 EPOXIED IN A DRILL HOLE IN THE 4X6-FOOT TOP OF A BOULDER
 KR0354'PROJECTING 4 FEET ABOVE THE GROUND AND IS ABOUT 1 FOOT HIGHER THAN
 KR0354'THE STATION MARK.
 KR0354'
 KR0354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KR0354'1-1/2 MILES NE OF FALLON.
 KR0354
 KR0354                          STATION RECOVERY (1992)
 KR0354
 KR0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KR0354'THE STATION IS LOCATED ABOUT 3 KM (1.9 MI) EAST-NORTHEAST OF FALLON,
 KR0354'ON RATTLESNAKE HILL, IN A LARGE ROCK OUTCROP IN AN AREA BORDERED BY
 KR0354'TWO CONCRETE RESERVOIR BUILDINGS AND THEIR CONNECTING FENCES.
 KR0354'OWNERSHIP--CITY OF FALLON, WATER DEPARTMENT, 55 WEST WILLIAMS AVENUE,
 KR0354'FALLON, NV 89406.  CONTACT PAUL STRASDEN, PHONE 702-423-3059 FOR KEY
 KR0354'TO PERSONNEL GATE.
 KR0354'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 50 AND 95 NORTH
 KR0354'IN THE EAST SECTION OF FALLON, GO NORTH ON HIGHWAY 95 FOR 1.68 KM
 KR0354'(1.04 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, EASTERLY, ON AIRPORT
 KR0354'ROAD FOR 1.63 KM (1.01 MI) TO A PAVED CROSSROAD AT CORNER OF FALLON
 KR0354'AIRPORT.  CONTINUE AHEAD, EAST, ON PARTIAL GRAVEL/PAVED ROAD FOR 0.72
 KR0354'KM (0.45 MI) TO A DIRT ROAD RIGHT. TURN RIGHT, SOUTHERLY, UPHILL, FOR
 KR0354'0.25 KM (0.16 MI) TO A FORK.  KEEP RIGHT, WESTERLY, FOR 0.07 KM
 KR0354'(0.04 MI) TO A FORK.  KEEP RIGHT, WEST, FOR 0.05 KM (0.03 MI) TO A
 KR0354'CROSSROAD AT TOP OG RIDGE.  TURN RIGHT, NORTH, FOR 30 M (98.4 FT) TO
 KR0354'A LOCKED GATE.  PASS THROUGH GATE FOR 55 M (180.4 FT) TO A ROAD LEFT.
 KR0354'TURN DOUBLE LEFT AROUND SOUTH SIDE OF A RESERVOIR BUILDING F0R 65 M
 KR0354'(213.3 FT) TO THE PERSONNEL GATE ON THE RIGHT JUST BEFORE REACHING A
 KR0354'GATE TO A MICROWAVE TOWER, AND THE STATION ON THE RIGHT THROUGH THE
 KR0354'GATE.
 KR0354'THE STATION MARK IS THE DOT INSIDE THE TRIANGLE, ALL THAT REMAINS OF
 KR0354'THE DISK THAT WAS SET INTO THE ORIGINAL DRILL HOLE IN A 3 M (9.8 FT)
 KR0354'X 4 M (13.1 FT) X 1 M (3.3 FT) HIGH ROCK OUTCROP.  IT IS 22.1 M
 KR0354'(72.5 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE EAST
 KR0354'RESERVOIR AT THE GATE, 7.7 M (25.3 FT) WEST OF THE WEST WALL OF THE
 KR0354'EAST RESERVOIR, 21.8 M (71.5 FT) SOUTHEAST OF THE NORTHEAST CORNER OF
 KR0354'THE WEST RESERVOIR, AND ABOUT LEVEL WITH THE RESERVOIR ROOFS.
 KR0354'NOTE--THE DISK CENTER (TRIANGLE AND DOT) ARE ALL THAT REMAIN OF THIS
 KR0354'STATION AS NOTED IN 1953 AND IS SOLID AND STILL USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1514 ***********************************************************************
 KR1514  DESIGNATION -  FALLON AIRPORT
 KR1514  PID         -  KR1514
 KR1514  STATE/COUNTY-  NV/CHURCHILL
 KR1514  USGS QUAD   -  GRIMES POINT (1985)
 KR1514
 KR1514                         *CURRENT SURVEY CONTROL
 KR1514  ___________________________________________________________________
 KR1514* NAD 83(1994)-  39 24 30.55645(N)    118 42 20.37255(W)     ADJUSTED  
 KR1514* NAVD 88     -      1198.15   (+/-2cm)    3930.9    (feet)  VERTCON   
 KR1514  ___________________________________________________________________
 KR1514  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 KR1514  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 KR1514
 KR1514  HORZ ORDER  -  FIRST
 KR1514  VERT ORDER  -  THIRD ? (See Below)
 KR1514
 KR1514.The horizontal coordinates were established by classical geodetic methods
 KR1514.and adjusted by the National Geodetic Survey in June 1998..
 KR1514
 KR1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1514.The vertical order pertains to the NGVD 29 superseded value.
 KR1514
 KR1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1514
 KR1514.The geoid height was determined by GEOID03.
 KR1514
 KR1514;                    North         East     Units Scale Factor Converg.
 KR1514;SPC NV W     - 4,516,951.169   789,465.615   MT  0.99990137   -0 04 39.6
 KR1514;SPC NV W     -14,819,363.96  2,590,105.11   sFT  0.99990137   -0 04 39.6
 KR1514;UTM  11      - 4,363,496.373   353,152.738   MT  0.99986551   -1 04 58.9
 KR1514
 KR1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1514!SPC NV W     -   0.99981591  x   0.99990137  =   0.99971730
 KR1514!UTM  11      -   0.99981591  x   0.99986551  =   0.99968145
 KR1514
 KR1514:                Primary Azimuth Mark                     Grid Az
 KR1514:SPC NV W     -  RADIO RNG TWRS CEN ONE OF FIVE           056 59 26.8
 KR1514:UTM  11      -  RADIO RNG TWRS CEN ONE OF FIVE           057 59 46.1
 KR1514
 KR1514|---------------------------------------------------------------------|
 KR1514| PID    Reference Object                     Distance      Geod. Az  |
 KR1514|                                                           dddmmss.s |
 KR1514| KR1517 RADIO RNG TWRS CEN ONE OF FIVE      APPROX. 4.9 KM 0565447.2 |
 KR1514| DA9065 FALLON AIRPORT RM 2                   9.495 METERS 09126     |
 KR1514| DA9063 FALLON AIRPORT AZ MK                               1844705.9 |
 KR1514| KR0234 FALLON AIRPORT AZ MK 2                             1851448.3 |
 KR1514| KR1515 FALLON NAVAL AIR STA BCN            200.694 METERS 23812     |
 KR1514| KR0354 FALLON                              APPROX. 9.9 KM 3355225.9 |
 KR1514| KR0237 FALLON AIRPORT RM 1                   9.994 METERS 35812     |
 KR1514|---------------------------------------------------------------------|
 KR1514
 KR1514                          SUPERSEDED SURVEY CONTROL
 KR1514
 KR1514  NAD 83(1986)-  39 24 30.56500(N)    118 42 20.37037(W) AD(       ) 1
 KR1514  NAD 27      -  39 24 30.85900(N)    118 42 16.84000(W) AD(       ) 1
 KR1514  NGVD 29 (07/19/86) 1197.19   (m)         3927.8    (f) LEVELING    3  
 KR1514
 KR1514.Superseded values are not recommended for survey control.
 KR1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1514.See file dsdata.txt to determine how the superseded data were derived.
 KR1514
 KR1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD5315363496(NAD 83)
 KR1514_MARKER: DS = TRIANGULATION STATION DISK
 KR1514_SETTING: 0 = UNSPECIFIED SETTING
 KR1514
 KR1514  HISTORY     - Date     Condition        Report By
 KR1514  HISTORY     - 1953     MONUMENTED       CGS
 KR1514  HISTORY     - 1955     GOOD             CGS
 KR1514  HISTORY     - 1955     GOOD             CGS
 KR1514  HISTORY     - 1967     MARK NOT FOUND   CGS
 KR1514  HISTORY     - 1971     MARK NOT FOUND   NGS
 KR1514  HISTORY     - 1974     SEE DESCRIPTION  NGS
 KR1514
 KR1514                          STATION DESCRIPTION
 KR1514
 KR1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 KR1514'THE STATION IS AT THE SOUTHWEST CORNER OF THE TAXI STRIP AT
 KR1514'THE FALLON NAVAL AIR STATION WHICH IS ABOUT 7 MILES SOUTHEAST
 KR1514'OF FALLON.
 KR1514'
 KR1514'TO REACH FROM THE EAST CITY LIMITS OF FALLON, GO SOUTHEASTERLY
 KR1514'ON U.S. HIGHWAY 50 FOR 8.1 MILES TO THE ENTRANCE TO THE NAVAL
 KR1514'AIR STATION.  FROM THE ENTRANCE, GO NORTH FOR 0.4 MILE.  THENCE
 KR1514'EAST FOR ABOUT 50 YARDS TO THE SOUTHWEST CORNER OF THE TAXI
 KR1514'STRIP AND THE STATION.
 KR1514'
 KR1514'THE STATION AND ALL MARKS ARE STANDARD DISKS CEMENTED IN DRILL
 KR1514'HOLES IN CONCRETE.
 KR1514'
 KR1514'THE STATION MARK, STAMPED FALLON AIRPORT 1953, IS 36.6 FEET
 KR1514'SOUTHEAST OF THE SOUTHEAST CORNER OF THE C.A.A. BUILDING AND
 KR1514'NEAR THE SOUTHWEST CORNER OF THE AIR STRIP.
 KR1514'
 KR1514'REFERENCE MARK 1, STAMPED FALLON AIRPORT NO 1 1953, IS 3 FEET
 KR1514'EAST OF THE WEST EDGE OF THE TAXI STRIP, 25 FEET EAST OF THE
 KR1514'EAST CENTER-SIDE OF THE C.A.A. BUILDING AND 55 FEET SOUTHEAST
 KR1514'OF THE FLAG POLE THAT IS ON THE NORTH SIDE OF THE C.A.A.
 KR1514'BUILDING.
 KR1514'
 KR1514'REFERENCE MARK 2, STAMPED FALLON AIRPORT NO 2 1953, IS 6 INCHES
 KR1514'NORTH OF THE SOUTH EDGE OF THE TAXI STRIP, 101 FEET SOUTHEAST
 KR1514'OF THE C.A.A. FLAG POLE AND 27.3 FEET WEST-NORTHWEST OF A FIRE
 KR1514'HYDRANT.
 KR1514'
 KR1514'THE AZIMUTH MARK, STAMPED FALLON AIRPORT 1953, IS AT THE
 KR1514'NORTHWEST CORNER OF THE SENTRY STATION AT THE ENTRANCE TO THE
 KR1514'NAVAL STATION.  THE MARK IS IN THE CONCRETE BASE OF THE BUILDING,
 KR1514'1.5 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING
 KR1514'AND 6 INCHES HIGHER THAN THE ROAD BED.
 KR1514
 KR1514                          STATION RECOVERY (1955)
 KR1514
 KR1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KR1514'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN
 KR1514'GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A
 KR1514'MEASUREMENT OF 0.015 METER LONGER WAS OBTAINED TO EACH OF THE
 KR1514'TWO REFERENCE MARKS.  A COMPLETE DESCRIPTION FOLLOWS--
 KR1514'
 KR1514'THE STATION IS LOCATED ABOUT 7 MILES, AIRLINE, SOUTHEAST OF
 KR1514'FALLON ON THE PROPERTY OF THE FALLON NAVAL AUXILIARY AIR STATION.
 KR1514'
 KR1514'TO REACH FROM THE COURTHOUSE IN FALLON, GO SOUTH AND EAST ON
 KR1514'U.S. HIGHWAY 50 FOR 9.1 MILES TO THE SOUTH ENTRANCE TO THE
 KR1514'AIR STATION ON THE LEFT.  TURN LEFT (N) AND GO 0.1 MILE TO THE
 KR1514'SENTRY STATION.  CONTINUE STRAIGHT AHEAD (N) AND GO 0.3 MILE
 KR1514'TO THE AEROLOGY STATION ON THE RIGHT.  TURN RIGHT (E), PASSING
 KR1514'TO THE SOUTH OF THE AEROLOGY STATION, AND GO 0.05 MILE TO THE
 KR1514'STATION ON THE LEFT.
 KR1514'
 KR1514'THE STATION MARK, STAMPED FALLON AIRPORT 1953, IS A STANDARD
 KR1514'BRONZE DISK SET FLUSH IN THE SOUTHWEST CORNER OF THE TAXI STRIP.
 KR1514'IT IS 58 FEET WEST OF A FIRE HYDRANT, 14 FEET EAST OF A POWER
 KR1514'POLE, 3 FEET NORTH OF THE SOUTH EDGE OF THE TAXI STRIP, AND
 KR1514'3 FEET EAST OF THE WEST EDGE OF THE TAXI STRIP.
 KR1514'
 KR1514'REFERENCE MARK 1, STAMPED FALLON AIRPORT NO 1 1953, IS A STANDARD
 KR1514'BRONZE DISK SET FLUSH WITH THE SURFACE OF THE TAXI STRIP.
 KR1514'
 KR1514'REFERENCE MARK 2, STAMPED FALLON AIRPORT NO 2 1955, IS A STANDARD
 KR1514'BRONZE DISK SET FLUSH WITH THE SURFACE OF THE TAXI STRIP.
 KR1514'IT IS 28 FEET WEST OF THE FIRE HYDRANT.
 KR1514'
 KR1514'THE AZIMUTH MARK, STAMPED FALLON AIRPORT 1955, IS A STANDARD
 KR1514'BRONZE DISK SET FLUSH IN THE CONCRETE FOUNDATION OF THE SENTRY
 KR1514'STATION.  THE MARK IS ONE FOOT NORTH OF THE NORTHWEST CORNER
 KR1514'OF THE SENTRY HOUSE.
 KR1514
 KR1514                          STATION RECOVERY (1955)
 KR1514
 KR1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 KR1514'THE STATION, REFERENCE MARK NO 1, AND THE AZIMUTH MARK WERE
 KR1514'RECOVERED IN GOOD CONDITION, AS DESCRIBED WITH ONE EXCEPTION.
 KR1514'THE AZIMUTH MARK IS STAMPED 1955, NOT 1953 AS REPORTED
 KR1514'REFERENCE MARK NO 2 HAS BEEN DESTROYED.  THE DISK HAS BEEN SCRAPED
 KR1514'OFF BY HEAVY EQUIPMENT.  THE SHANK OF THE DISK IS INTACT AND IS
 KR1514'PLAINLY VISIBLE IN THE CONCRETE.
 KR1514
 KR1514                          STATION RECOVERY (1967)
 KR1514
 KR1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 KR1514'THE STATION MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THE
 KR1514'IMPRINT OF THE DISK WAS FOUND IN THE SOUTHWEST CORNER OF THE
 KR1514'CONCRETE APRON AT THE DESCRIBED LOCATION OF THE MARK.  IT IS
 KR1514'BELIEVED THAT THE MARK WAS DESTROYED BY CONSTRUCTION EQUIPMENT.
 KR1514'
 KR1514'R.M. 1 WAS FOUND DESTROYED.  THE SHANK AND IMPRINT OF THE DISK
 KR1514'WERE FOUND IN THE SOUTHWEST CORNER OF THE CONCRETE APRON AT
 KR1514'THE DESCRIBED LOCATION OF THE MARK.  IT IS BELIEVED THAT THE
 KR1514'DISK WAS DESTROYED BY CONSTRUCTION EQUIPMENT.
 KR1514'
 KR1514'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  THERE IS A HOUSE
 KR1514'TRAILER AT THE DESCRIBED LOCATION OF THE MARK.  IT IS BELIEVED
 KR1514'THAT THE MARK IS UNDER THE TRAILER.
 KR1514'
 KR1514'THE AZIMUTH MARK WAS FOUND DESTROYED.  THE SENTRY HOUSE AT
 KR1514'THE DESCRIBED LOCATION OF THE MARK HAS BEEN REMOVED AND THE
 KR1514'CONCRETE FOUNDATION TORN OUT.  EVIDENTLY THE MARK HAS BEEN
 KR1514'DESTROYED.
 KR1514
 KR1514                          STATION RECOVERY (1971)
 KR1514
 KR1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JVT)
 KR1514'NO EVIDENCE OF THE STATION MARK OR REFERENCE MARK 1 COULD
 KR1514'BE FOUND.  THE SHANK OF REFERENCE MARK 2 WAS RECOVERED AND FOR
 KR1514'THIRD ORDER WORK, THE SHANK WAS OCCUPIED.  THE DESCRIPTION
 KR1514'OF THE REFERENCE MARK 2 IS ADEQUATE FOR RECOVERY OF THE TUBULAR
 KR1514'SHANK.
 KR1514'
 KR1514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 KR1514'SE OF FALLON AND AT THE FALLON NAVAL AUXILIARY AIR STATION.
 KR1514
 KR1514                          STATION RECOVERY (1974)
 KR1514
 KR1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 KR1514'THE DISK HAS BEEN REMOVED FROM THE CEMENT, BUT THE HOLE WAS
 KR1514'USED FOR THE POSITION.  R.M. 2 WAS ALSO RECOVERED WITH THE
 KR1514'DISK REMOVED BUT THE SHANK WAS FOUND IMBEDDED IN THE CONCRETE.
 KR1514'REFERENCES WERE MADE TO THE HOLE RECOVERED AND THEY ARE, 3.0
 KR1514'FEET EAST OF THE WEST EDGE OF THE RAMP.  2.65 FEET NORTH OF
 KR1514'THE SOUTH EDGE OF THE RAMP.  R.M. 2 WAS MEASURED AND FOUND TO
 KR1514'BE 31.3 FEET EAST OF THE STATION.
 KR1514'
 KR1514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 KR1514'SE OF FALLON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1535 ***********************************************************************
 KR1535  DESIGNATION -  FALLON HIGH
 KR1535  PID         -  KR1535
 KR1535  STATE/COUNTY-  NV/CHURCHILL
 KR1535  USGS QUAD   -  FALLON (1985)
 KR1535
 KR1535                         *CURRENT SURVEY CONTROL
 KR1535  ___________________________________________________________________
 KR1535* NAD 83(1994)-  39 28 06.48895(N)    118 46 41.51104(W)     ADJUSTED  
 KR1535* NAVD 88     -      1211.     (meters)    3973.     (feet)  SCALED    
 KR1535  ___________________________________________________________________
 KR1535  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 KR1535  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 KR1535
 KR1535  HORZ ORDER  -  FIRST
 KR1535
 KR1535.The horizontal coordinates were established by classical geodetic methods
 KR1535.and adjusted by the National Geodetic Survey in June 1998..
 KR1535
 KR1535.The orthometric height was scaled from a topographic map.
 KR1535
 KR1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1535
 KR1535.The geoid height was determined by GEOID03.
 KR1535
 KR1535;                    North         East     Units Scale Factor Converg.
 KR1535;SPC NV W     - 4,523,620.838   783,233.166   MT  0.99990346   -0 07 25.9
 KR1535;SPC NV W     -14,841,246.03  2,569,657.48   sFT  0.99990346   -0 07 25.9
 KR1535;UTM  11      - 4,370,274.265   347,038.508   MT  0.99988807   -1 07 49.9
 KR1535
 KR1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1535!SPC NV W     -   0.99981390  x   0.99990346  =   0.99971738
 KR1535!UTM  11      -   0.99981390  x   0.99988807  =   0.99970199
 KR1535
 KR1535|---------------------------------------------------------------------|
 KR1535| PID    Reference Object                     Distance      Geod. Az  |
 KR1535|                                                           dddmmss.s |
 KR1535| KR1527 FALLON MAGNETIC STATION              43.268 METERS 01201     |
 KR1535| DA9066 FALLON HIGH RM 1                      5.658 METERS 10006     |
 KR1535| KR1510 BORAX                               APPROX.31.3 KM 1194223.9 |
 KR1535|---------------------------------------------------------------------|
 KR1535
 KR1535                          SUPERSEDED SURVEY CONTROL
 KR1535
 KR1535  NAD 83(1986)-  39 28 06.49733(N)    118 46 41.50567(W) AD(       ) 1
 KR1535  NAD 27      -  39 28 06.79200(N)    118 46 37.96000(W) AD(       ) 1
 KR1535
 KR1535.Superseded values are not recommended for survey control.
 KR1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1535.See file dsdata.txt to determine how the superseded data were derived.
 KR1535
 KR1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD4703970274(NAD 83)
 KR1535_MARKER: Z = SEE DESCRIPTION
 KR1535_SETTING: 0 = UNSPECIFIED SETTING
 KR1535
 KR1535  HISTORY     - Date     Condition        Report By
 KR1535  HISTORY     - 1935     MONUMENTED       CGS
 KR1535
 KR1535                          STATION DESCRIPTION
 KR1535
 KR1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 KR1535'STATION IS IN THE NW PART OF HIGHEST AND MAIN ROOF OF FALLON
 KR1535'HIGH SCHOOL AT THE FOLLOWING DISTANCES FROM OBJECTS ON ROOF.
 KR1535'
 KR1535'STATION MARKED TEMPORARILY WITH ROOFING TACK, SET IN TAR
 KR1535'ROOFING.
 KR1535'
 KR1535'2.495 METERS FROM INSIDE FACE OF N COPING.
 KR1535'
 KR1535'5.892 METERS FROM IRON PIPE SET IN N COPING.
 KR1535'
 KR1535'5.55 METERS FROM NEAREST FACE OF NW FLAGPOLE.
 KR1535'
 KR1535'8.390 METERS FROM N (NEAREST) FACE OF SKYLIGHT.
 KR1535'
 KR1535'MAGNETIC STATION U.S.C. AND G.S. 1926 CONNECTED WITH ANGLE AND
 KR1535'DISTANCE.
 KR1535'
 KR1535'A 4-FOOT STAND ATOP ROOF USED FOR OBSERVING.  THREE 3-INCH
 KR1535'BY 6-INCH TIMBERS 18 FEET LONG SUSPENDED FROM WALL COPING USED
 KR1535'FOR SUPPORTING PLATFORM BOARDS FOR OBSERVER.
 KR1535'
 KR1535'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1530 ***********************************************************************
 KR1530  DESIGNATION -  FALLON LETTER F
 KR1530  PID         -  KR1530
 KR1530  STATE/COUNTY-  NV/CHURCHILL
 KR1530  USGS QUAD   -  FALLON (1985)
 KR1530
 KR1530                         *CURRENT SURVEY CONTROL
 KR1530  ___________________________________________________________________
 KR1530* NAD 83(1994)-  39 29 21.32813(N)    118 45 12.33052(W)     ADJUSTED  
 KR1530* NAVD 88     -                                                        
 KR1530  ___________________________________________________________________
 KR1530  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KR1530  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR1530
 KR1530  HORZ ORDER  -  THIRD
 KR1530
 KR1530.The horizontal coordinates were established by classical geodetic methods
 KR1530.and adjusted by the National Geodetic Survey in June 1998..
 KR1530
 KR1530
 KR1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1530
 KR1530.The geoid height was determined by GEOID03.
 KR1530
 KR1530;                    North         East     Units Scale Factor Converg.
 KR1530;SPC NV W     - 4,525,924.348   785,369.029   MT  0.99990263   -0 06 29.4
 KR1530;SPC NV W     -14,848,803.47  2,576,664.89   sFT  0.99990263   -0 06 29.4
 KR1530;UTM  11      - 4,372,539.844   349,214.478   MT  0.99987993   -1 06 55.0
 KR1530
 KR1530                          SUPERSEDED SURVEY CONTROL
 KR1530
 KR1530  NAD 83(1986)-  39 29 21.33532(N)    118 45 12.33488(W) AD(       ) 4
 KR1530  NAD 27      -  39 29 21.64000(N)    118 45 08.78000(W) AD(       ) 3
 KR1530
 KR1530.Superseded values are not recommended for survey control.
 KR1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1530.See file dsdata.txt to determine how the superseded data were derived.
 KR1530
 KR1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD4921472540(NAD 83)
 KR1530_MARKER: 05 = ROCK AWASH
 KR1530
 KR1530  HISTORY     - Date     Condition        Report By
 KR1530  HISTORY     - 1951     FIRST OBSERVED   CGS
 KR1530  HISTORY     - 20060806 GOOD             GEOCAC
 KR1530
 KR1530                          STATION DESCRIPTION
 KR1530
 KR1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1530'THE STATION IS LOCATED ON THE WEST SIDE OF A SMALL HILL ABOUT
 KR1530'1 MILE NORTHEAST OF FALLON.  IT IS A LARGE LETTER F MADE OF
 KR1530'WHITE WASHED ROCKS.
 KR1530'
 KR1530'THE POINT INTERSECTED WAS THE UPPER LEFT HAND EDGE OF THE LETTER.
 KR1530
 KR1530                          STATION RECOVERY (2006)
 KR1530
 KR1530'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR1530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1531 ***********************************************************************
 KR1531  DESIGNATION -  FALLON MUNICIPAL APT HAZARD LT
 KR1531  PID         -  KR1531
 KR1531  STATE/COUNTY-  NV/CHURCHILL
 KR1531  USGS QUAD   -  FALLON (1985)
 KR1531
 KR1531                         *CURRENT SURVEY CONTROL
 KR1531  ___________________________________________________________________
 KR1531* NAD 83(1994)-  39 29 21.81442(N)    118 45 10.99521(W)     ADJUSTED  
 KR1531* NAVD 88     -      1277.     (meters)    4190.     (feet)  SCALED    
 KR1531  ___________________________________________________________________
 KR1531  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KR1531  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR1531
 KR1531  HORZ ORDER  -  THIRD
 KR1531
 KR1531.The horizontal coordinates were established by classical geodetic methods
 KR1531.and adjusted by the National Geodetic Survey in June 1998..
 KR1531
 KR1531.The orthometric height was scaled from a topographic map.
 KR1531
 KR1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1531
 KR1531.The geoid height was determined by GEOID03.
 KR1531
 KR1531;                    North         East     Units Scale Factor Converg.
 KR1531;SPC NV W     - 4,525,939.283   785,400.963   MT  0.99990262   -0 06 28.6
 KR1531;SPC NV W     -14,848,852.46  2,576,769.66   sFT  0.99990262   -0 06 28.6
 KR1531;UTM  11      - 4,372,554.215   349,246.669   MT  0.99987982   -1 06 54.1
 KR1531
 KR1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1531!SPC NV W     -   0.99980354  x   0.99990262  =   0.99970618
 KR1531!UTM  11      -   0.99980354  x   0.99987982  =   0.99968339
 KR1531
 KR1531                          SUPERSEDED SURVEY CONTROL
 KR1531
 KR1531  NAD 83(1986)-  39 29 21.82188(N)    118 45 10.99234(W) AD(       ) 4
 KR1531  NAD 27      -  39 29 22.12000(N)    118 45 07.45000(W) AD(       ) 3
 KR1531
 KR1531.Superseded values are not recommended for survey control.
 KR1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1531.See file dsdata.txt to determine how the superseded data were derived.
 KR1531
 KR1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD4924772554(NAD 83)
 KR1531_MARKER: 21 = AIRPORT BEACON
 KR1531
 KR1531  HISTORY     - Date     Condition        Report By
 KR1531  HISTORY     - 1955     FIRST OBSERVED   CGS
 KR1531
 KR1531                          STATION DESCRIPTION
 KR1531
 KR1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KR1531'A FLASHING RED BEACON LOCATED ON THE SUMMIT OF RATTLESNAKE
 KR1531'HILL ABOUT 2 MILES SOUTH OF FALLON MUNICIPAL AIRPORT.
 KR1531'
 KR1531'ABOVE INFORMATION OBTAINED FROM APPROACH AND LANDING CHART
 KR1531'FOR FALLON MUNICIPAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ6020 ***********************************************************************
 CQ6020  CORS        -  This is a GPS Continuously Operating Reference Station.
 CQ6020  DESIGNATION -  FALLON NAVAL AIR CORS ARP
 CQ6020  CORS_ID     -  NFLN
 CQ6020  PID         -  CQ6020
 CQ6020  STATE/COUNTY-  NV/CHURCHILL
 CQ6020  USGS QUAD   -  GRIMES POINT (1985)
 CQ6020
 CQ6020                         *CURRENT SURVEY CONTROL
 CQ6020  ___________________________________________________________________
 CQ6020* NAD 83(CORS)-  39 25 17.73022(N)    118 42 38.77544(W)     ADJUSTED  
 CQ6020* NAVD 88     -                                                        
 CQ6020  ___________________________________________________________________
 CQ6020  EPOCH DATE  -        2002.00
 CQ6020  X           -  -2,370,554.003 (meters)                     COMP
 CQ6020  Y           -  -4,327,973.746 (meters)                     COMP
 CQ6020  Z           -   4,029,341.223 (meters)                     COMP
 CQ6020  ELLIP HEIGHT-        1194.69  (meters)          (05/??/02) GPS OBS
 CQ6020  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CQ6020
 CQ6020  HORZ ORDER  -  SPECIAL (CORS)
 CQ6020  ELLP ORDER  -  SPECIAL (CORS)
 CQ6020
 CQ6020.ITRF positions are available for this station.
 CQ6020.The coordinates were established by GPS observations
 CQ6020.and adjusted by the National Geodetic Survey in May 2002..
 CQ6020.The coordinates are valid at the epoch date displayed above.
 CQ6020.The epoch date for horizontal control is a decimal equivalence
 CQ6020.of Year/Month/Day.
 CQ6020
 CQ6020
 CQ6020.The PID for the CORS L1 Phase Center is CQ6021.
 CQ6020
 CQ6020.The XYZ, and position/ellipsoidal ht. are equivalent.
 CQ6020
 CQ6020.The ellipsoidal height was determined by GPS observations
 CQ6020.and is referenced to NAD 83.
 CQ6020
 CQ6020.The geoid height was determined by GEOID03.
 CQ6020
 CQ6020;                    North         East     Units Scale Factor Converg.
 CQ6020;SPC NV W     - 4,518,406.465   789,027.444   MT  0.99990148   -0 04 51.3
 CQ6020;SPC NV W     -14,824,138.54  2,588,667.54   sFT  0.99990148   -0 04 51.3
 CQ6020
 CQ6020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ6020!SPC NV W     -   0.99981260  x   0.99990148  =   0.99971410
 CQ6020
 CQ6020                          SUPERSEDED SURVEY CONTROL
 CQ6020
 CQ6020.No superseded survey control is available for this station.
 CQ6020
 CQ6020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD5274064959(NAD 83)
 CQ6020_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 CQ6020
 CQ6020                          STATION DESCRIPTION
 CQ6020
 CQ6020'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 CQ6020'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 CQ6020'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 CQ6020'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 CQ6020'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 CQ6020'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CQ6021 ***********************************************************************
 CQ6021  CORS        -  This is a GPS Continuously Operating Reference Station.
 CQ6021  DESIGNATION -  FALLON NAVAL AIR CORS L1 PHASE CENTER
 CQ6021  CORS_ID     -  NFLN
 CQ6021  PID         -  CQ6021
 CQ6021  STATE/COUNTY-  NV/CHURCHILL
 CQ6021  USGS QUAD   -  GRIMES POINT (1985)
 CQ6021
 CQ6021                         *CURRENT SURVEY CONTROL
 CQ6021  ___________________________________________________________________
 CQ6021* NAD 83(CORS)-  39 25 17.73021(N)    118 42 38.77539(W)     ADJUSTED  
 CQ6021* NAVD 88     -                                                        
 CQ6021  ___________________________________________________________________
 CQ6021  EPOCH DATE  -        2002.00
 CQ6021  X           -  -2,370,554.028 (meters)                     COMP
 CQ6021  Y           -  -4,327,973.794 (meters)                     COMP
 CQ6021  Z           -   4,029,341.267 (meters)                     COMP
 CQ6021  ELLIP HEIGHT-        1194.76  (meters)          (05/??/02) GPS OBS
 CQ6021  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CQ6021
 CQ6021  HORZ ORDER  -  SPECIAL (CORS)
 CQ6021  ELLP ORDER  -  SPECIAL (CORS)
 CQ6021
 CQ6021.ITRF positions are available for this station.
 CQ6021.The coordinates were established by GPS observations
 CQ6021.and adjusted by the National Geodetic Survey in May 2002..
 CQ6021.The coordinates are valid at the epoch date displayed above.
 CQ6021.The epoch date for horizontal control is a decimal equivalence
 CQ6021.of Year/Month/Day.
 CQ6021
 CQ6021
 CQ6021.The PID for the CORS ARP is CQ6020.
 CQ6021
 CQ6021.The XYZ, and position/ellipsoidal ht. are equivalent.
 CQ6021
 CQ6021.The ellipsoidal height was determined by GPS observations
 CQ6021.and is referenced to NAD 83.
 CQ6021
 CQ6021.The geoid height was determined by GEOID03.
 CQ6021
 CQ6021;                    North         East     Units Scale Factor Converg.
 CQ6021;SPC NV W     - 4,518,406.465   789,027.446   MT  0.99990148   -0 04 51.3
 CQ6021;SPC NV W     -14,824,138.54  2,588,667.55   sFT  0.99990148   -0 04 51.3
 CQ6021
 CQ6021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ6021!SPC NV W     -   0.99981259  x   0.99990148  =   0.99971409
 CQ6021
 CQ6021                          SUPERSEDED SURVEY CONTROL
 CQ6021
 CQ6021.No superseded survey control is available for this station.
 CQ6021
 CQ6021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD5274064959(NAD 83)
 CQ6021_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 CQ6021
 CQ6021                          STATION DESCRIPTION
 CQ6021
 CQ6021'DESCRIBED BY NATIONAL GEODETIC SURVEY
 CQ6021'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 CQ6021'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 CQ6021'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 CQ6021'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 CQ6021'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1515 ***********************************************************************
 KR1515  DESIGNATION -  FALLON NAVAL AIR STA BCN
 KR1515  PID         -  KR1515
 KR1515  STATE/COUNTY-  NV/CHURCHILL
 KR1515  USGS QUAD   -  GRIMES POINT (1985)
 KR1515
 KR1515                         *CURRENT SURVEY CONTROL
 KR1515  ___________________________________________________________________
 KR1515* NAD 83(1994)-  39 24 27.12714(N)    118 42 27.50206(W)     ADJUSTED  
 KR1515* NAVD 88     -      1214.     (meters)    3983.     (feet)  VERTCON   
 KR1515  ___________________________________________________________________
 KR1515  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 KR1515  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 KR1515
 KR1515  HORZ ORDER  -  THIRD
 KR1515
 KR1515.The horizontal coordinates were established by classical geodetic methods
 KR1515.and adjusted by the National Geodetic Survey in June 1998..
 KR1515
 KR1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1515
 KR1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1515
 KR1515.The geoid height was determined by GEOID03.
 KR1515
 KR1515;                    North         East     Units Scale Factor Converg.
 KR1515;SPC NV W     - 4,516,845.654   789,294.921   MT  0.99990141   -0 04 44.1
 KR1515;SPC NV W     -14,819,017.78  2,589,545.09   sFT  0.99990141   -0 04 44.1
 KR1515;UTM  11      - 4,363,393.872   352,980.224   MT  0.99986613   -1 05 03.3
 KR1515
 KR1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1515!SPC NV W     -   0.99981344  x   0.99990141  =   0.99971486
 KR1515!UTM  11      -   0.99981344  x   0.99986613  =   0.99967959
 KR1515
 KR1515                          SUPERSEDED SURVEY CONTROL
 KR1515
 KR1515  NAD 83(1986)-  39 24 27.13563(N)    118 42 27.49969(W) AD(       ) 4
 KR1515  NAD 27      -  39 24 27.43000(N)    118 42 23.96000(W) AD(       ) 3
 KR1515  NGVD 29 (07/19/86) 1213.     (m)         3980.     (f) VERT ANG       
 KR1515
 KR1515.Superseded values are not recommended for survey control.
 KR1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1515.See file dsdata.txt to determine how the superseded data were derived.
 KR1515
 KR1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD5298063394(NAD 83)
 KR1515_MARKER: 21 = AIRPORT BEACON
 KR1515
 KR1515  HISTORY     - Date     Condition        Report By
 KR1515  HISTORY     - 1953     FIRST OBSERVED   CGS
 KR1515  HISTORY     - 1971     GOOD             NGS
 KR1515  HISTORY     - 1974     GOOD             NGS
 KR1515
 KR1515                          STATION DESCRIPTION
 KR1515
 KR1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 KR1515'THIS IS A 4-LEGGED STEEL STRUCTURE PAINTED ORANGE AND WHITE.
 KR1515'THE BEACON LIGHT FLASHES GREEN AND WHITE.
 KR1515'
 KR1515'A TRAVERSE CONNECTION AND TIE WAS MADE TO THE BEACON FROM
 KR1515'TRIANGULATION STATION FALLON AIRPORT 1953.  THE DISTANCE IS
 KR1515'658.4 FEET (200.69 METERS) AND THE HEIGHT FROM THE GROUND TO
 KR1515'THE CENTER OF THE BEACON LIGHT IS 16.37 METERS (53.7 FEET).
 KR1515
 KR1515                          STATION RECOVERY (1971)
 KR1515
 KR1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JVT)
 KR1515'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 KR1515'GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 KR1515'
 KR1515'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7
 KR1515'MILES SE OF FALLON AND AT THE FALLON NAVAL AUXILIARY AIR
 KR1515'STATION.
 KR1515
 KR1515                          STATION RECOVERY (1974)
 KR1515
 KR1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 KR1515'THIS INTERSECTIONSTATION WAS RECOVERED IN GOOD CONDITION AS
 KR1515'DESCRIBED.
 KR1515'
 KR1515'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES SE
 KR1515'OF FALLON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1533 ***********************************************************************
 KR1533  DESIGNATION -  FALLON RADIO STATION KVLV MAST
 KR1533  PID         -  KR1533
 KR1533  STATE/COUNTY-  NV/CHURCHILL
 KR1533  USGS QUAD   -  FALLON (1985)
 KR1533
 KR1533                         *CURRENT SURVEY CONTROL
 KR1533  ___________________________________________________________________
 KR1533* NAD 83(1994)-  39 29 28.89792(N)    118 49 11.82945(W)     ADJUSTED  
 KR1533* NAVD 88     -                                                        
 KR1533  ___________________________________________________________________
 KR1533  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 KR1533  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR1533
 KR1533  HORZ ORDER  -  THIRD
 KR1533
 KR1533.The horizontal coordinates were established by classical geodetic methods
 KR1533.and adjusted by the National Geodetic Survey in June 1998..
 KR1533
 KR1533
 KR1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1533
 KR1533.The geoid height was determined by GEOID03.
 KR1533
 KR1533;                    North         East     Units Scale Factor Converg.
 KR1533;SPC NV W     - 4,526,170.695   779,647.071   MT  0.99990510   -0 09 01.7
 KR1533;SPC NV W     -14,849,611.69  2,557,892.10   sFT  0.99990510   -0 09 01.7
 KR1533;UTM  11      - 4,372,886.723   343,497.809   MT  0.99990156   -1 09 27.6
 KR1533
 KR1533                          SUPERSEDED SURVEY CONTROL
 KR1533
 KR1533  NAD 83(1986)-  39 29 28.90847(N)    118 49 11.82403(W) AD(       ) 4
 KR1533  NAD 27      -  39 29 29.21200(N)    118 49 08.27700(W) AD(       ) 3
 KR1533
 KR1533.Superseded values are not recommended for survey control.
 KR1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1533.See file dsdata.txt to determine how the superseded data were derived.
 KR1533
 KR1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD4349872887(NAD 83)
 KR1533_MARKER: 42 = RADIO/TV MAST
 KR1533
 KR1533  HISTORY     - Date     Condition        Report By
 KR1533  HISTORY     - 1958     FIRST OBSERVED   CGS
 KR1533
 KR1533                          STATION DESCRIPTION
 KR1533
 KR1533'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0353 ***********************************************************************
 KR0353  DESIGNATION -  FALLON RM 1
 KR0353  PID         -  KR0353
 KR0353  STATE/COUNTY-  NV/CHURCHILL
 KR0353  USGS QUAD   -  FALLON (1985)
 KR0353
 KR0353                         *CURRENT SURVEY CONTROL
 KR0353  ___________________________________________________________________
 KR0353* NAD 83(1986)-  39 29 22.     (N)    118 45 09.     (W)     SCALED    
 KR0353* NAVD 88     -      1275.585  (meters)    4184.98   (feet)  ADJUSTED  
 KR0353  ___________________________________________________________________
 KR0353  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR0353  DYNAMIC HT  -        1274.478 (meters)    4181.35  (feet)  COMP
 KR0353  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 KR0353
 KR0353  VERT ORDER  -  FIRST     CLASS II
 KR0353
 KR0353.The horizontal coordinates were scaled from a topographic map and have
 KR0353.an estimated accuracy of +/- 6 seconds.
 KR0353
 KR0353.The orthometric height was determined by differential leveling
 KR0353.and adjusted by the National Geodetic Survey in June 1991..
 KR0353
 KR0353.The geoid height was determined by GEOID03.
 KR0353
 KR0353.The dynamic height is computed by dividing the NAVD 88
 KR0353.geopotential number by the normal gravity value computed on the
 KR0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0353.degrees latitude (g = 980.6199 gals.).
 KR0353
 KR0353.The modeled gravity was interpolated from observed gravity values.
 KR0353
 KR0353;                    North         East    Units  Estimated Accuracy
 KR0353;SPC NV W     - 4,525,950.      785,450.      MT  (+/- 180 meters Scaled)
 KR0353
 KR0353                          SUPERSEDED SURVEY CONTROL
 KR0353
 KR0353  NGVD 29 (??/??/92) 1274.620  (m)         4181.82   (f) ADJ UNCH    1 2
 KR0353
 KR0353.Superseded values are not recommended for survey control.
 KR0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0353.See file dsdata.txt to determine how the superseded data were derived.
 KR0353
 KR0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD492725(NAD 83)
 KR0353_MARKER: DR = REFERENCE MARK DISK
 KR0353_SETTING: 66 = SET IN ROCK OUTCROP
 KR0353_SP_SET: ROCK OUTCROP
 KR0353_STAMPING: FALLON NO 1 1935
 KR0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0353+STABILITY: POSITION/ELEVATION WELL
 KR0353
 KR0353  HISTORY     - Date     Condition        Report By
 KR0353  HISTORY     - 1935     MONUMENTED       CGS
 KR0353  HISTORY     - 1967     GOOD             NGS
 KR0353
 KR0353                          STATION DESCRIPTION
 KR0353
 KR0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0353'3.0 MI NE FROM FALLON.
 KR0353'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAYS 95 ALTERNATE AND 50, WHICH
 KR0353'WILLIAMS AVENUE, FROM THE CITY HALL AT FALLON, THENCE 1.05 MILES NORTH
 KR0353'ALONG U.S. HIGHWAY 95, WHICH IS MAIN STREET, THENCE 1.65 MILES
 KR0353'NORTHEAST ALONG A PAVED ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD
 KR0353'TO THE CREST OF RATTLESNAKE HILL, IN SECTION 29, T 19 N, R 29 E, SET
 KR0353'IN THE TOP OF A LARGE ROCK OUTCROP, 13.6 FEET NORTH OF TRIANGULATION
 KR0353'STATION FALLON 1935, 68 1/2 FEET NORTHEAST OF THE NORTH CORNER OF A
 KR0353'LARGE METAL BUILDING, AND ABOUT 2 FEET BELOW THE LEVEL OF THE STATION
 KR0353'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0352 ***********************************************************************
 KR0352  DESIGNATION -  FALLON RM 2
 KR0352  PID         -  KR0352
 KR0352  STATE/COUNTY-  NV/CHURCHILL
 KR0352  USGS QUAD   -  FALLON (1985)
 KR0352
 KR0352                         *CURRENT SURVEY CONTROL
 KR0352  ___________________________________________________________________
 KR0352* NAD 83(1986)-  39 29 22.     (N)    118 45 09.     (W)     SCALED    
 KR0352* NAVD 88     -      1274.482  (meters)    4181.36   (feet)  ADJUSTED  
 KR0352  ___________________________________________________________________
 KR0352  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR0352  DYNAMIC HT  -        1273.376 (meters)    4177.73  (feet)  COMP
 KR0352  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 KR0352
 KR0352  VERT ORDER  -  FIRST     CLASS II
 KR0352
 KR0352.The horizontal coordinates were scaled from a topographic map and have
 KR0352.an estimated accuracy of +/- 6 seconds.
 KR0352
 KR0352.The orthometric height was determined by differential leveling
 KR0352.and adjusted by the National Geodetic Survey in June 1991..
 KR0352
 KR0352.The geoid height was determined by GEOID03.
 KR0352
 KR0352.The dynamic height is computed by dividing the NAVD 88
 KR0352.geopotential number by the normal gravity value computed on the
 KR0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0352.degrees latitude (g = 980.6199 gals.).
 KR0352
 KR0352.The modeled gravity was interpolated from observed gravity values.
 KR0352
 KR0352;                    North         East    Units  Estimated Accuracy
 KR0352;SPC NV W     - 4,525,950.      785,450.      MT  (+/- 180 meters Scaled)
 KR0352
 KR0352                          SUPERSEDED SURVEY CONTROL
 KR0352
 KR0352  NGVD 29 (??/??/92) 1273.516  (m)         4178.19   (f) ADJ UNCH    1 2
 KR0352
 KR0352.Superseded values are not recommended for survey control.
 KR0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0352.See file dsdata.txt to determine how the superseded data were derived.
 KR0352
 KR0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD492725(NAD 83)
 KR0352_MARKER: DR = REFERENCE MARK DISK
 KR0352_SETTING: 66 = SET IN ROCK OUTCROP
 KR0352_SP_SET: ROCK OUTCROP
 KR0352_STAMPING: FALLON NO 2 1935
 KR0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0352+STABILITY: POSITION/ELEVATION WELL
 KR0352
 KR0352  HISTORY     - Date     Condition        Report By
 KR0352  HISTORY     - 1935     MONUMENTED       CGS
 KR0352  HISTORY     - 1967     GOOD             NGS
 KR0352
 KR0352                          STATION DESCRIPTION
 KR0352
 KR0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0352'3.0 MI NE FROM FALLON.
 KR0352'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAYS 95 ALTERNATE AND 50, WHICH IS
 KR0352'WILLIAMS AVENUE, FROM THE CITY HALL AT FALLON, THENCE 1.05 MILES NORTH
 KR0352'ALONG U.S. HIGHWAY 95, WHICH IS MAIN STREET, THENCE 1.65 MILES
 KR0352'NORTHEAST ALONG A PAVED ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD
 KR0352'TO THE CREST OF RATTLESNAKE HILL, IN SECTION 29, T 19 N, R 29 E, SET
 KR0352'IN THE TOP OF A LARGE ROCK OUTCROP, 24 FEET EAST OF TRIANGULATION
 KR0352'STATION FALLON 1935, 85 FEET NORTHEAST OF THE EAST CORNER OF A LARGE
 KR0352'METAL BUILDING, AND ABOUT 5 FEET BELOW THE LEVEL OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0785 ***********************************************************************
 MT0785  DESIGNATION -  FALLS
 MT0785  PID         -  MT0785
 MT0785  STATE/COUNTY-  NV/ELKO
 MT0785  USGS QUAD   -  HENRY (1982)
 MT0785
 MT0785                         *CURRENT SURVEY CONTROL
 MT0785  ___________________________________________________________________
 MT0785* NAD 83(1994)-  41 44 42.82387(N)    114 45 53.51824(W)     ADJUSTED  
 MT0785* NAVD 88     -      1749.4    (meters)    5739.     (feet)  VERTCON   
 MT0785  ___________________________________________________________________
 MT0785  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 MT0785  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 MT0785
 MT0785  HORZ ORDER  -  SECOND
 MT0785
 MT0785.The horizontal coordinates were established by classical geodetic methods
 MT0785.and adjusted by the National Geodetic Survey in June 1998..
 MT0785
 MT0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0785
 MT0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0785
 MT0785.The geoid height was determined by GEOID03.
 MT0785
 MT0785;                    North         East     Units Scale Factor Converg.
 MT0785;SPC NV E     - 8,776,727.008   268,073.900   MT  0.99995701   +0 32 41.9
 MT0785;SPC NV E     -28,794,978.53    879,505.79   sFT  0.99995701   +0 32 41.9
 MT0785;UTM  11      - 4,623,904.189   685,850.433   MT  1.00002506   +1 29 19.0
 MT0785
 MT0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0785!SPC NV E     -   0.99972813  x   0.99995701  =   0.99968515
 MT0785!UTM  11      -   0.99972813  x   1.00002506  =   0.99975319
 MT0785
 MT0785|---------------------------------------------------------------------|
 MT0785| PID    Reference Object                     Distance      Geod. Az  |
 MT0785|                                                           dddmmss.s |
 MT0785| DD5840 FALLS RM 1                           16.476 METERS 20607     |
 MT0785| MT0784 HENRY                               APPROX. 5.0 KM 2421834.9 |
 MT0785| DD5841 FALLS RM 2                            5.918 METERS 29452     |
 MT0785|---------------------------------------------------------------------|
 MT0785
 MT0785                          SUPERSEDED SURVEY CONTROL
 MT0785
 MT0785  NAD 83(1994)-  41 44 42.82323(N)    114 45 53.51678(W) AD(       ) 2
 MT0785  NAD 83(1986)-  41 44 42.82118(N)    114 45 53.51257(W) AD(       ) 2
 MT0785  NAD 27      -  41 44 43.13473(N)    114 45 50.37723(W) AD(       ) 2
 MT0785  NGVD 29 (07/19/86) 1748.3    (m)         5736.     (f) VERT ANG       
 MT0785
 MT0785.Superseded values are not recommended for survey control.
 MT0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0785.See file dsdata.txt to determine how the superseded data were derived.
 MT0785
 MT0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG8585023904(NAD 83)
 MT0785_MARKER: Z = SEE DESCRIPTION
 MT0785_SETTING: 0 = UNSPECIFIED SETTING
 MT0785
 MT0785  HISTORY     - Date     Condition        Report By
 MT0785  HISTORY     - 1968     MONUMENTED       USGS
 MT0785
 MT0785                          STATION DESCRIPTION
 MT0785
 MT0785'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FLA)
 MT0785'LOCATED ABOUT 22 MI. (AIRLINE) N. OF THOUSAND SPRINGS TRADING
 MT0785'POST.  ABOUT 1.7 MI. S. OF CONTACT.  ON THE HIGHEST AND MOST
 MT0785'NORTHEASTERLY END OF A RIDGE THAT LIES JUST E. OF U.S. HIGHWAY 93.
 MT0785'
 MT0785'TO REACH FROM CONTACT DRIVE S. ON U.S. HIGHWAY 93 FOR 1.4 MI.,
 MT0785'CROSSING SALMON FALLS CREEK, TO A DIRT RD. AND A GATE TO THE E.
 MT0785'TURN LEFT ON DIRT RD. AND DRIVE E. FOR 0.1 MI. TO A RD. FORK.
 MT0785'TURN RIGHT AT THE RD. FORK AND DRIVE S. FOR 0.6 MI. TO THE TOP OF
 MT0785'A RIDGE (THIS PORTION OF RD. GENERALLY FOLLOWS A WOODEN POLE
 MT0785'POWERLINE).  TURN RIGHT ON RIDGE AND DRIVE IN A GENERAL
 MT0785'NORTHEASTERLY DIRECTION FOR 0.3 MI. TO THE HIGHEST GROUND AND
 MT0785'STATION.
 MT0785'
 MT0785'STATION MARK--STANDARD USGS ALUMINUM TRIANGULATION TABLET STAMPED
 MT0785'FALLS 1968, SET FLUSH IN ROCK OUTCROP.
 MT0785'
 MT0785'REFERENCE MARK NO. 1--STANDARD USGS BRASS REFERENCE MARK STAMPED
 MT0785'NO 1 1968, SET FLUSH IN ROCK OUTCROP, 1.4 FT. BELOW THE STATION
 MT0785'MARK.
 MT0785'
 MT0785'REFERENCE MARK NO. 2--STANDARD USGS BRASS REFERENCE MARK STAMPED
 MT0785'NO 2 1968, SET FLUSH IN ROCK OUTROP, 2.3 FT. BELOW THE STATION
 MT0785'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1914 ***********************************************************************
 GR1914  DESIGNATION -  FAN
 GR1914  PID         -  GR1914
 GR1914  STATE/COUNTY-  NV/LINCOLN
 GR1914  USGS QUAD   -  WILDCAT WASH NW (1969)
 GR1914
 GR1914                         *CURRENT SURVEY CONTROL
 GR1914  ___________________________________________________________________
 GR1914* NAD 83(1994)-  36 55 56.16295(N)    114 58 10.36955(W)     ADJUSTED  
 GR1914* NAVD 88     -       765.0    (meters)    2510.     (feet)  VERTCON   
 GR1914  ___________________________________________________________________
 GR1914  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 GR1914  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 GR1914
 GR1914  HORZ ORDER  -  SECOND
 GR1914
 GR1914.The horizontal coordinates were established by classical geodetic methods
 GR1914.and adjusted by the National Geodetic Survey in June 1998..
 GR1914
 GR1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1914
 GR1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1914
 GR1914.The geoid height was determined by GEOID03.
 GR1914
 GR1914;                    North         East     Units Scale Factor Converg.
 GR1914;SPC NV E     - 8,242,287.660   254,677.387   MT  0.99993682   +0 22 07.7
 GR1914;SPC NV E     -27,041,572.10    835,554.06   sFT  0.99993682   +0 22 07.7
 GR1914;UTM  11      - 4,089,284.384   680,832.452   MT  1.00000286   +1 13 13.3
 GR1914
 GR1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1914!SPC NV E     -   0.99988406  x   0.99993682  =   0.99982089
 GR1914!UTM  11      -   0.99988406  x   1.00000286  =   0.99988692
 GR1914
 GR1914|---------------------------------------------------------------------|
 GR1914| PID    Reference Object                     Distance      Geod. Az  |
 GR1914|                                                           dddmmss.s |
 GR1914| CC4757 FAN RM 1                             10.200 METERS 22129     |
 GR1914| CC4758 FAN RM 2                             13.948 METERS 32216     |
 GR1914| GR1915 BANK                                APPROX. 3.6 KM 3544700.9 |
 GR1914|---------------------------------------------------------------------|
 GR1914
 GR1914                          SUPERSEDED SURVEY CONTROL
 GR1914
 GR1914  NAD 83(1994)-  36 55 56.16160(N)    114 58 10.36726(W) AD(       ) 2
 GR1914  NAD 83(1992)-  36 55 56.15775(N)    114 58 10.36619(W) AD(       ) 2
 GR1914  NAD 83(1992)-  36 55 56.15777(N)    114 58 10.36598(W) AD(       ) 2
 GR1914  NAD 83(1986)-  36 55 56.15590(N)    114 58 10.36555(W) AD(       ) 2
 GR1914  NAD 27      -  36 55 56.27157(N)    114 58 07.35320(W) AD(       ) 2
 GR1914  NGVD 29 (07/19/86)  764.3    (m)         2508.     (f) VERT ANG       
 GR1914
 GR1914.Superseded values are not recommended for survey control.
 GR1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1914.See file dsdata.txt to determine how the superseded data were derived.
 GR1914
 GR1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8083289284(NAD 83)
 GR1914_MARKER: DD = SURVEY DISK
 GR1914_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GR1914+WITH SETTING: INFORMATION.
 GR1914_SP_SET: PREFABRICATED CONCRETE POST
 GR1914
 GR1914  HISTORY     - Date     Condition        Report By
 GR1914  HISTORY     - 1969     MONUMENTED       USGS
 GR1914
 GR1914                          STATION DESCRIPTION
 GR1914
 GR1914'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GR1914'LOCATED ABOUT 29.0 MI. NW. OF GLENDALE, NEVADA.  ABOUT 32.0
 GR1914'MI. SE. OF ALAMO.  3.0 MI. S. OF JUNCTION OF KANE SPRINGS WASH
 GR1914'AND U.S. HIGHWAY 93.  105 FT. E. OF CENTERLINE OF NEW
 GR1914'U.S. HIGHWAY 93.
 GR1914'
 GR1914'TO REACH FROM STANDARD SERVICE STATION IN GLENDALE, DRIVE NW. ON
 GR1914'STATE HIGHWAY 7 24.5 MI. TO JUNCTION WITH NEW U.S. HIGHWAY
 GR1914'93.  THENCE N. 9.4 MI. ON U.S. HIGHWAY 93, TO STATION.  STATION
 GR1914'MARK IS 5.6 MI. N. OF LINCOLN-CLARK COUNTY LINE AND IS E. OF THE
 GR1914'HIGHWAY.
 GR1914'
 GR1914'STATION MARK--STANDARD USGS BRASS TABLET STAMPED FAN 1969
 GR1914'CRIMPED ON COPPERWELD ROD DRIVEN INTO GROUND.
 GR1914'
 GR1914'REFERENCE MARK NO. 1--STANDARD USGS BRASS REFERENCE MARK TABLET
 GR1914'STAMPED NO 1 1969 CRIMPED ON COPPER COATED ROD AND DRIVEN INTO
 GR1914'GROUND.
 GR1914'
 GR1914'REFERENCE MARK NO. 2--STANDARD USGS BRASS REFERENCE MARK TABLET
 GR1914'STAMPED NO 2 1969 CRIMPED ON COPPERWELD ROD DRIVEN INTO GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9109 ***********************************************************************
 AH9109  DESIGNATION -  FAN
 AH9109  PID         -  AH9109
 AH9109  STATE/COUNTY-  NV/CHURCHILL
 AH9109  USGS QUAD   -  HOLE IN THE WALL (1990)
 AH9109
 AH9109                         *CURRENT SURVEY CONTROL
 AH9109  ___________________________________________________________________
 AH9109* NAD 83(1994)-  39 53 59.94579(N)    117 39 29.88469(W)     ADJUSTED  
 AH9109* NAVD 88     -      1491.2    (meters)    4892.     (feet)  VERTCON   
 AH9109  ___________________________________________________________________
 AH9109  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 AH9109  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AH9109
 AH9109  HORZ ORDER  -  THIRD
 AH9109
 AH9109.The horizontal coordinates were established by classical geodetic methods
 AH9109.and adjusted by the National Geodetic Survey in February 1999..
 AH9109
 AH9109.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9109
 AH9109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9109
 AH9109.The geoid height was determined by GEOID03.
 AH9109
 AH9109;                    North         East     Units Scale Factor Converg.
 AH9109;SPC NV W     - 4,571,918.108   879,099.884   MT  0.99997700   +0 35 36.2
 AH9109;SPC NV W     -14,999,701.33  2,884,180.20   sFT  0.99997700   +0 35 36.2
 AH9109;UTM  11      - 4,416,863.997   443,725.480   MT  0.99963899   -0 25 20.2
 AH9109
 AH9109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9109!SPC NV W     -   0.99976962  x   0.99997700  =   0.99974663
 AH9109!UTM  11      -   0.99976962  x   0.99963899  =   0.99940870
 AH9109
 AH9109                          SUPERSEDED SURVEY CONTROL
 AH9109
 AH9109  NGVD 29 (02/26/99) 1490.2    (m)         4889.     (f) VERT ANG       
 AH9109
 AH9109.Superseded values are not recommended for survey control.
 AH9109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9109.See file dsdata.txt to determine how the superseded data were derived.
 AH9109
 AH9109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME4372516864(NAD 83)
 AH9109_MARKER: DS = TRIANGULATION STATION DISK
 AH9109_SETTING: 66 = SET IN ROCK OUTCROP
 AH9109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9109+STABILITY: POSITION/ELEVATION WELL
 AH9109
 AH9109  HISTORY     - Date     Condition        Report By
 AH9109  HISTORY     - 1965     MONUMENTED       USGS
 AH9109
 AH9109                          STATION DESCRIPTION
 AH9109
 AH9109'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH9109'LOCATED ABOUT 19 MI. N. OF BUYERS RANCH, 16 MI. SE. OF BOYER RANCH,
 AH9109'ABOUT 14 MI. SW. OF LONE PEAK, ON THE E. SIDE OF DIXIE VALLEY ON A
 AH9109'LONG, NARROW RIDGE RUNNING N.-S., ON THE NORTHERN TOP OF TWO TWIN
 AH9109'TOPS. STATION REACHED BY HELICOPTER. STATION MARK--A STANDARD ALUMINUM
 AH9109'TABLET STAMPED---FAN 1965--- SET IN A LARGE EMBEDDED LAVA ROCK.
 AH9109'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED---
 AH9109'---NO 1 1965--- SET IN ROCK OUTCROP, 31.09 FT. FROM STATION MARK IN
 AH9109'DIRECT 05 DEGREES 04 MINUTES. REFERENCE MARK NO. 2--A STANDARD
 AH9109'REFERENCE MARK TABLET STAMPED--- ---NO 2 1965--- SET IN A ROCK
 AH9109'OUTCROP, 22.09 FT. FROM STATION MARK IN DIRECT 85 DEGREES 44 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0303 ***********************************************************************
 LQ0303  DESIGNATION -  FARO
 LQ0303  PID         -  LQ0303
 LQ0303  STATE/COUNTY-  NV/ELKO
 LQ0303  USGS QUAD   -  HALLECK (1971)
 LQ0303
 LQ0303                         *CURRENT SURVEY CONTROL
 LQ0303  ___________________________________________________________________
 LQ0303* NAD 83(1994)-  40 57 58.57871(N)    115 26 50.42726(W)     ADJUSTED  
 LQ0303* NAVD 88     -      1609.007  (meters)    5278.88   (feet)  ADJUSTED  
 LQ0303  ___________________________________________________________________
 LQ0303  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 LQ0303  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 LQ0303  DYNAMIC HT  -        1607.677 (meters)    5274.52  (feet)  COMP
 LQ0303  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 LQ0303
 LQ0303  HORZ ORDER  -  SECOND
 LQ0303  VERT ORDER  -  FIRST     CLASS II
 LQ0303
 LQ0303.The horizontal coordinates were established by classical geodetic methods
 LQ0303.and adjusted by the National Geodetic Survey in June 1998..
 LQ0303
 LQ0303.The orthometric height was determined by differential leveling
 LQ0303.and adjusted by the National Geodetic Survey in June 1991..
 LQ0303
 LQ0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0303
 LQ0303.The geoid height was determined by GEOID03.
 LQ0303
 LQ0303.The dynamic height is computed by dividing the NAVD 88
 LQ0303.geopotential number by the normal gravity value computed on the
 LQ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0303.degrees latitude (g = 980.6199 gals.).
 LQ0303
 LQ0303.The modeled gravity was interpolated from observed gravity values.
 LQ0303
 LQ0303;                    North         East     Units Scale Factor Converg.
 LQ0303;SPC NV E     - 8,689,909.240   211,446.435   MT  0.99990161   +0 05 21.0
 LQ0303;SPC NV E     -28,510,143.90    693,720.51   sFT  0.99990161   +0 05 21.0
 LQ0303;UTM  11      - 4,536,173.679   630,649.827   MT  0.99981009   +1 01 05.1
 LQ0303
 LQ0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0303!SPC NV E     -   0.99975053  x   0.99990161  =   0.99965216
 LQ0303!UTM  11      -   0.99975053  x   0.99981009  =   0.99956066
 LQ0303
 LQ0303|---------------------------------------------------------------------|
 LQ0303| PID    Reference Object                     Distance      Geod. Az  |
 LQ0303|                                                           dddmmss.s |
 LQ0303| LQ0302 FARO RM 1                             5.591 METERS 21256     |
 LQ0303| LQ0298 JUDY                                APPROX. 2.6 KM 2452400.5 |
 LQ0303| LQ0301 FARO RM 2                             4.916 METERS 31946     |
 LQ0303|---------------------------------------------------------------------|
 LQ0303
 LQ0303                          SUPERSEDED SURVEY CONTROL
 LQ0303
 LQ0303  NAD 83(1986)-  40 57 58.57791(N)    115 26 50.42301(W) AD(       ) 2
 LQ0303  NAD 27      -  40 57 58.86160(N)    115 26 47.20205(W) AD(       ) 2
 LQ0303  NGVD 29 (07/19/86) 1607.85   (m)         5275.1    (f) LEVELING    3  
 LQ0303
 LQ0303.Superseded values are not recommended for survey control.
 LQ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0303.See file dsdata.txt to determine how the superseded data were derived.
 LQ0303
 LQ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF3065036174(NAD 83)
 LQ0303_MARKER: DS = TRIANGULATION STATION DISK
 LQ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0303_STAMPING: FARO 1957
 LQ0303_MARK LOGO: CGS   
 LQ0303_PROJECTION: PROJECTING 5 CENTIMETERS
 LQ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0303+STABILITY: SURFACE MOTION
 LQ0303
 LQ0303  HISTORY     - Date     Condition        Report By
 LQ0303  HISTORY     - 1957     MONUMENTED       CGS
 LQ0303  HISTORY     - 1957     GOOD             CGS
 LQ0303  HISTORY     - 1972     GOOD             NGS
 LQ0303  HISTORY     - 1984     GOOD             NGS
 LQ0303
 LQ0303                          STATION DESCRIPTION
 LQ0303
 LQ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0303'THE STATION IS LOCATED ABOUT 19 MILES NORTHEAST OF ELKO.
 LQ0303'IT IS ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 40, ABOUT 100 FEET
 LQ0303'SOUTH OF THE HIGHEST POINT OF A LOW HILL.
 LQ0303'
 LQ0303'TO REACH FROM THE COURTHOUSE IN ELKO, GO NORTHEAST ON U.S.
 LQ0303'HIGHWAY 40 FOR 20.3 MILES TO STATION ON RIGHT.  TO DRIVE A
 LQ0303'TRUCK TO THE STATION, CONTINUE NORTHEAST ON THE HIGHWAY FOR
 LQ0303'0.15 MILE TO A CATTLE GUARD ON THE RIGHT.  PASS OVER CATTLE
 LQ0303'GUARD, THEN GO SOUTHWEST ALONG FENCE FOR 0.15 MILE TO STATION.
 LQ0303'
 LQ0303'THE STATION MARK, STAMPED FARO 1957, IS A STANDARD BRONZE DISK
 LQ0303'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 LQ0303'INCHES.  IT IS 219 FEET SOUTHEAST OF THE CENTERLINE OF THE
 LQ0303'HIGHWAY AND 4 FEET NORTH OF A WHITE WITNESS POST.
 LQ0303'
 LQ0303'REFERENCE MARK NO. 1, STAMPED FARO NO 1 1957, IS A STANDARD
 LQ0303'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LQ0303'PROJECTS 1 INCH.  IT IS ABOUT 2 FEET LOWER THAN THE STATION MARK.
 LQ0303'
 LQ0303'REFERENCE MARK NO. 2, STAMPED FARO NO 2 1957, IS A STANDARD
 LQ0303'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LQ0303'PROJECTS 2 INCHES.  IT IS ABOUT LEVEL WITH THE STATION MARK.
 LQ0303
 LQ0303                          STATION RECOVERY (1957)
 LQ0303
 LQ0303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0303'20.2 MI NE FROM ELKO.
 LQ0303'20.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0303'IDAHO STREETS AT ELKO, 218.8 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 LQ0303'18.4 FEET SOUTHWEST OF R.M. 1, 16.1 FEET SOUTHEAST OF R.M. 2, 4.1 FEET
 LQ0303'NORTHEAST OF WITNESS POST, SET IN A SQUARE CONCRETE POST PROJECTING 2
 LQ0303'INCHES ABOVE GROUND SURFACE.
 LQ0303
 LQ0303                          STATION RECOVERY (1972)
 LQ0303
 LQ0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LQ0303'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 LQ0303'FOUND IN GOOD CONDITION.
 LQ0303'
 LQ0303'TO REACH THE STATION FROM THE ELKO COUNTY COURTHOUSE IN ELKO,
 LQ0303'GO NORTHEAST ALONG INTERSTATE HIGHWAY 80 FOR 19 MILES TO THE
 LQ0303'HALLECK-RUBY VALLEY EXIT, CONTINUE AHEAD FOR 1.0 MILE TO THE
 LQ0303'STATION ON THE RIGHT.  80 YARDS SOUTHEAST OF HALLECK-RUBY
 LQ0303'VALLEY EXIT 1 MILE SIGN.  IT IS ON THE SOUTH SLOPE OF A GENTLE
 LQ0303'RIDGE 18 FEET SOUTH OF THE RIGHT OF WAY FENCELINE AND ABOUT
 LQ0303'MIDWAY BETWEEN I-80 AND OLD U.S. 40.
 LQ0303'
 LQ0303'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19 MILES
 LQ0303'NORTHEAST OF ELKO
 LQ0303
 LQ0303                          STATION RECOVERY (1984)
 LQ0303
 LQ0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0303'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.15 KM
 LQ0303'(8.85 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE COURTHOUSE AT
 LQ0303'ELKO, THENCE 19.45 KM (12.15 MI) NORTHEAST ALONG INTERSTATE 80, 0.4 KM
 LQ0303'(0.25 MI) SOUTHWEST OF MILEPOST 323, 68.3 METERS (224 FT) SOUTHEAST OF
 LQ0303'THE EAST BOUND HIGHWAY CENTERLINE, 57.3 METERS (188 FT) SOUTHEAST OF
 LQ0303'THE NORTHEAST END OF THE SOUTHEAST HEADWALL FOR A 36-INCH CORRUGATED
 LQ0303'METAL PIPE CULVERT, 5.9 METERS (19.5 FT) SOUTHEAST OF THE RIGHT OF WAY
 LQ0303'FENCE, 5.6 METERS (18.5 FT) NORTHEAST OF RM 1 AND 4.8 METERS (16 FT)
 LQ0303'SOUTHEAST OF RM 2.
 LQ0303'THE MARK IS 1.2 METERS  N FROM A WITNESS POST.
 LQ0303'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0302 ***********************************************************************
 LQ0302  DESIGNATION -  FARO RM 1
 LQ0302  PID         -  LQ0302
 LQ0302  STATE/COUNTY-  NV/ELKO
 LQ0302  USGS QUAD   -  HALLECK (1971)
 LQ0302
 LQ0302                         *CURRENT SURVEY CONTROL
 LQ0302  ___________________________________________________________________
 LQ0302* NAD 83(1986)-  40 57 59.     (N)    115 26 50.     (W)     SCALED    
 LQ0302* NAVD 88     -      1608.471  (meters)    5277.13   (feet)  ADJUSTED  
 LQ0302  ___________________________________________________________________
 LQ0302  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 LQ0302  DYNAMIC HT  -        1607.143 (meters)    5272.77  (feet)  COMP
 LQ0302  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 LQ0302
 LQ0302  VERT ORDER  -  SECOND    CLASS 0
 LQ0302
 LQ0302.The horizontal coordinates were scaled from a topographic map and have
 LQ0302.an estimated accuracy of +/- 6 seconds.
 LQ0302
 LQ0302.The orthometric height was determined by differential leveling
 LQ0302.and adjusted by the National Geodetic Survey in June 1991..
 LQ0302
 LQ0302.The geoid height was determined by GEOID03.
 LQ0302
 LQ0302.The dynamic height is computed by dividing the NAVD 88
 LQ0302.geopotential number by the normal gravity value computed on the
 LQ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0302.degrees latitude (g = 980.6199 gals.).
 LQ0302
 LQ0302.The modeled gravity was interpolated from observed gravity values.
 LQ0302
 LQ0302;                    North         East    Units  Estimated Accuracy
 LQ0302;SPC NV E     - 8,689,920.      211,460.      MT  (+/- 180 meters Scaled)
 LQ0302
 LQ0302                          SUPERSEDED SURVEY CONTROL
 LQ0302
 LQ0302  NGVD 29 (??/??/92) 1607.314  (m)         5273.33   (f) ADJ UNCH    2 0
 LQ0302
 LQ0302.Superseded values are not recommended for survey control.
 LQ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0302.See file dsdata.txt to determine how the superseded data were derived.
 LQ0302
 LQ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF306361(NAD 83)
 LQ0302_MARKER: DR = REFERENCE MARK DISK
 LQ0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0302_STAMPING: FARO NO 1 1957
 LQ0302_MARK LOGO: CGS   
 LQ0302_PROJECTION: FLUSH
 LQ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0302+STABILITY: SURFACE MOTION
 LQ0302
 LQ0302  HISTORY     - Date     Condition        Report By
 LQ0302  HISTORY     - 1957     MONUMENTED       CGS
 LQ0302  HISTORY     - 1984     GOOD             NGS
 LQ0302
 LQ0302                          STATION DESCRIPTION
 LQ0302
 LQ0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0302'20.2 MI NE FROM ELKO.
 LQ0302'20.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0302'IDAHO STREETS AT ELKO, 212.4 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 LQ0302'18.4 FEET NORTHEAST OF STATION MARK, SET IN A SQUARE CONCRETE POST
 LQ0302'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LQ0302
 LQ0302                          STATION RECOVERY (1984)
 LQ0302
 LQ0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0302'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 LQ0302'DESCRIPTION FOLLOWS.  14.15 KM (8.85 MI) NORTHEAST ALONG OLD US
 LQ0302'HIGHWAY 40 FROM THE COURTHOUSE AT ELKO, THENCE 19.45 KM (12.15 MI)
 LQ0302'NORTHEAST ALONG INTERSTATE 80, 0.4 KM (0.25 MI) SOUTHWEST OF MILEPOST
 LQ0302'323, 68.3 METERS (224 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY
 LQ0302'CENTERLINE, 7.4 METERS (24.5 FT) SOUTH OF RM 2, 5.6 METERS (18.5 FT)
 LQ0302'NORTHWEST OF THE STATION AND 5.9 METERS (19.5 FT) SOUTHEAST OF THE
 LQ0302'RIGHT OF WAY FENCE.
 LQ0302'THE MARK IS 6.2 METERS  SW FROM A WITNESS POST.
 LQ0302'THE MARK IS 0.7 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0301 ***********************************************************************
 LQ0301  DESIGNATION -  FARO RM 2
 LQ0301  PID         -  LQ0301
 LQ0301  STATE/COUNTY-  NV/ELKO
 LQ0301  USGS QUAD   -  HALLECK (1971)
 LQ0301
 LQ0301                         *CURRENT SURVEY CONTROL
 LQ0301  ___________________________________________________________________
 LQ0301* NAD 83(1986)-  40 57 59.     (N)    115 26 50.     (W)     SCALED    
 LQ0301* NAVD 88     -      1609.033  (meters)    5278.97   (feet)  ADJUSTED  
 LQ0301  ___________________________________________________________________
 LQ0301  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 LQ0301  DYNAMIC HT  -        1607.704 (meters)    5274.61  (feet)  COMP
 LQ0301  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 LQ0301
 LQ0301  VERT ORDER  -  SECOND    CLASS 0
 LQ0301
 LQ0301.The horizontal coordinates were scaled from a topographic map and have
 LQ0301.an estimated accuracy of +/- 6 seconds.
 LQ0301
 LQ0301.The orthometric height was determined by differential leveling
 LQ0301.and adjusted by the National Geodetic Survey in June 1991..
 LQ0301
 LQ0301.The geoid height was determined by GEOID03.
 LQ0301
 LQ0301.The dynamic height is computed by dividing the NAVD 88
 LQ0301.geopotential number by the normal gravity value computed on the
 LQ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0301.degrees latitude (g = 980.6199 gals.).
 LQ0301
 LQ0301.The modeled gravity was interpolated from observed gravity values.
 LQ0301
 LQ0301;                    North         East    Units  Estimated Accuracy
 LQ0301;SPC NV E     - 8,689,920.      211,460.      MT  (+/- 180 meters Scaled)
 LQ0301
 LQ0301                          SUPERSEDED SURVEY CONTROL
 LQ0301
 LQ0301  NGVD 29 (??/??/92) 1607.876  (m)         5275.17   (f) ADJ UNCH    2 0
 LQ0301
 LQ0301.Superseded values are not recommended for survey control.
 LQ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0301.See file dsdata.txt to determine how the superseded data were derived.
 LQ0301
 LQ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF306361(NAD 83)
 LQ0301_MARKER: DR = REFERENCE MARK DISK
 LQ0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0301_STAMPING: FARO NO 2 1957
 LQ0301_MARK LOGO: CGS   
 LQ0301_PROJECTION: FLUSH
 LQ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0301+STABILITY: SURFACE MOTION
 LQ0301
 LQ0301  HISTORY     - Date     Condition        Report By
 LQ0301  HISTORY     - 1957     MONUMENTED       CGS
 LQ0301  HISTORY     - 1984     GOOD             NGS
 LQ0301
 LQ0301                          STATION DESCRIPTION
 LQ0301
 LQ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0301'20.2 MI NE FROM ELKO.
 LQ0301'20.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0301'IDAHO STREETS AT ELKO, 223.3 FEET SOUTH OF THE CENTER LINE OF HIGHWAY,
 LQ0301'16.1 FEET NORTHWEST OF STATION MARK, SET IN A SQUARE CONCRETE POST
 LQ0301'PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 LQ0301
 LQ0301                          STATION RECOVERY (1984)
 LQ0301
 LQ0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0301'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 LQ0301'DESCRIPTION FOLLOWS.  14.15 KM (8.85 MI) NORTHEAST ALONG OLD US
 LQ0301'HIGHWAY 40 FROM THE COURTHOUSE AT ELKO, THENCE 19.45 KM (12.15 MI)
 LQ0301'NORTHEAST ALONG INTERSTATE 80, 0.4 KM (0.25 MI) SOUTHWEST OF MILEPOST
 LQ0301'323, 63.4 METERS (208 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY
 LQ0301'CENTERLINE, 7.4 METERS (24.5 FT) NORTH OF RM 1, 4.8 METERS (16 FT)
 LQ0301'NORTHWEST OF THE STATION AND 1.0 METER (3.5 FT) SOUTHEAST OF THE RIGHT
 LQ0301'OF WAY FENCE.
 LQ0301'THE MARK IS 5.2 METERS  NW FROM A WITNESS POST.
 LQ0301'THE MARK IS ABOVE LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1895 ***********************************************************************
 GR1895  DESIGNATION -  FARRIER
 GR1895  PID         -  GR1895
 GR1895  STATE/COUNTY-  NV/CLARK
 GR1895  USGS QUAD   -  FARRIER (1969)
 GR1895
 GR1895                         *CURRENT SURVEY CONTROL
 GR1895  ___________________________________________________________________
 GR1895* NAD 83(1994)-  36 50 36.47291(N)    114 39 12.11875(W)     ADJUSTED  
 GR1895* NAVD 88     -       605.7    (meters)    1987.     (feet)  VERTCON   
 GR1895  ___________________________________________________________________
 GR1895  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 GR1895  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 GR1895
 GR1895  HORZ ORDER  -  SECOND
 GR1895
 GR1895.The horizontal coordinates were established by classical geodetic methods
 GR1895.and adjusted by the National Geodetic Survey in June 1998..
 GR1895
 GR1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1895
 GR1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1895
 GR1895.The geoid height was determined by GEOID03.
 GR1895
 GR1895;                    North         East     Units Scale Factor Converg.
 GR1895;SPC NV E     - 8,232,661.359   282,940.036   MT  0.99998472   +0 33 27.6
 GR1895;SPC NV E     -27,009,989.81    928,279.10   sFT  0.99998472   +0 33 27.6
 GR1895;UTM  11      - 4,080,077.771   709,238.051   MT  1.00013938   +1 24 27.4
 GR1895
 GR1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1895!SPC NV E     -   0.99990909  x   0.99998472  =   0.99989381
 GR1895!UTM  11      -   0.99990909  x   1.00013938  =   1.00004846
 GR1895
 GR1895:                Primary Azimuth Mark                     Grid Az
 GR1895:SPC NV E     -  GLEN                                     165 40 12.0
 GR1895:UTM  11      -  GLEN                                     164 49 12.2
 GR1895
 GR1895|---------------------------------------------------------------------|
 GR1895| PID    Reference Object                     Distance      Geod. Az  |
 GR1895|                                                           dddmmss.s |
 GR1895| GR1901 GLEN                                APPROX.27.2 KM 1661339.6 |
 GR1895| CC4760 FARRIER RM 2                          6.474 METERS 24729     |
 GR1895| CC4759 FARRIER RM 1                          5.980 METERS 32502     |
 GR1895|---------------------------------------------------------------------|
 GR1895
 GR1895                          SUPERSEDED SURVEY CONTROL
 GR1895
 GR1895  NAD 83(1994)-  36 50 36.47269(N)    114 39 12.11711(W) AD(       ) 2
 GR1895  NAD 83(1992)-  36 50 36.47032(N)    114 39 12.11677(W) AD(       ) 2
 GR1895  NAD 83(1986)-  36 50 36.46562(N)    114 39 12.11292(W) AD(       ) 2
 GR1895  NAD 27      -  36 50 36.56200(N)    114 39 09.13500(W) AD(       ) 2
 GR1895  NGVD 29 (07/19/86)  605.0    (m)         1985.     (f) VERT ANG       
 GR1895
 GR1895.Superseded values are not recommended for survey control.
 GR1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1895.See file dsdata.txt to determine how the superseded data were derived.
 GR1895
 GR1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0923880078(NAD 83)
 GR1895_MARKER: DS = TRIANGULATION STATION DISK
 GR1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1895_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GR1895
 GR1895  HISTORY     - Date     Condition        Report By
 GR1895  HISTORY     - 1944     MONUMENTED       CGS
 GR1895
 GR1895                          STATION DESCRIPTION
 GR1895
 GR1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 GR1895'STATION IS LOCATED ON THE CLARK-LINCOLN COUNTY LINE, 12 MILES
 GR1895'(AIR LINE) NNW OF MOAPA, ABOUT 2 MILES NE OF FARRIER SIDING,
 GR1895'ABOUT 0.5 MILE E OF THE UNION PACIFIC RAILROAD, ON THE E END
 GR1895'OF A LIGHT-COLORED LOW NARROW HILL.
 GR1895'
 GR1895'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE
 GR1895'CYLINDER FLUSH WITH THE GROUND.  IT IS STAMPED FARRIER 1944.
 GR1895'
 GR1895'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 GR1895'CYLINDER FLUSH WITH THE GROUND.  IT IS STAMPED FARRIER NO 1
 GR1895'1944.
 GR1895'
 GR1895'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 GR1895'CYLINDER FLUSH WITH THE GROUND.  IT IS STAMPED FARRIER NO 2
 GR1895'1944.
 GR1895'
 GR1895'TO REACH STATION FROM THE S END OF THE MOAPA OVERPASS, LEAVE
 GR1895'U.S. HIGHWAY 93 AND GO N ON MAIN BLADED ROAD TO CARP UP MEADOW
 GR1895'VALLEY WASH FOR 11.9 MILES TO WHERE ROAD ENTERS WASH NEAR A
 GR1895'RANCH HOUSE E OF THE ROAD.  FROM HERE PACK E TO BASE OF CLIFF,
 GR1895'THENCE UP THROUGH BREAK IN CLIFF TO TOP OF RIDGE, THENCE NE ALONG
 GR1895'RIDGE FOR ABOUT 0.4 MILE TO THE TOP OF A LOW HILL WHICH IS
 GR1895'LIGHT YELLOW IN COLOR AND STATION.
 GR1895'
 GR1895'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1222 ***********************************************************************
 FS1222  DESIGNATION -  FARRY
 FS1222  PID         -  FS1222
 FS1222  STATE/COUNTY-  NV/CLARK
 FS1222  USGS QUAD   -  GOODSPRINGS (1989)
 FS1222
 FS1222                         *CURRENT SURVEY CONTROL
 FS1222  ___________________________________________________________________
 FS1222* NAD 83(1994)-  35 47 20.39919(N)    115 24 12.13421(W)     ADJUSTED  
 FS1222* NAVD 88     -      1054.3    (meters)    3459.     (feet)  VERTCON   
 FS1222  ___________________________________________________________________
 FS1222  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 FS1222  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FS1222
 FS1222  HORZ ORDER  -  SECOND
 FS1222
 FS1222.The horizontal coordinates were established by classical geodetic methods
 FS1222.and adjusted by the National Geodetic Survey in June 1998..
 FS1222
 FS1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1222
 FS1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1222
 FS1222.The geoid height was determined by GEOID03.
 FS1222
 FS1222;                    North         East     Units Scale Factor Converg.
 FS1222;SPC NV E     - 8,115,275.792   216,267.598   MT  0.99990326   +0 06 18.9
 FS1222;SPC NV E     -26,624,867.33    709,537.94   sFT  0.99990326   +0 06 18.9
 FS1222;UTM  11      - 3,961,721.724   644,288.715   MT  0.99985655   +0 56 01.9
 FS1222
 FS1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1222!SPC NV E     -   0.99983896  x   0.99990326  =   0.99974223
 FS1222!UTM  11      -   0.99983896  x   0.99985655  =   0.99969553
 FS1222
 FS1222:                Primary Azimuth Mark                     Grid Az
 FS1222:SPC NV E     -  GOOD                                     044 10 42.6
 FS1222:UTM  11      -  GOOD                                     043 20 59.6
 FS1222
 FS1222|---------------------------------------------------------------------|
 FS1222| PID    Reference Object                     Distance      Geod. Az  |
 FS1222|                                                           dddmmss.s |
 FS1222| FS1220 GOOD                                APPROX. 5.4 KM 0441701.5 |
 FS1222| CC4761 FARRY RM 1                            8.636 METERS 21145     |
 FS1222| CC4762 FARRY RM 2                           10.643 METERS 35501     |
 FS1222|---------------------------------------------------------------------|
 FS1222
 FS1222                          SUPERSEDED SURVEY CONTROL
 FS1222
 FS1222  NAD 83(1992)-  35 47 20.39299(N)    115 24 12.13277(W) AD(1991.35) 2
 FS1222  NAD 83(1992)-  35 47 20.39497(N)    115 24 12.13457(W) AD(       ) 2
 FS1222  NAD 83(1992)-  35 47 20.39390(N)    115 24 12.13721(W) AD(       ) 2
 FS1222  NAD 83(1986)-  35 47 20.39650(N)    115 24 12.12885(W) AD(       ) 2
 FS1222  NAD 27      -  35 47 20.47600(N)    115 24 09.14770(W) AD(       ) 2
 FS1222  NGVD 29 (07/19/86) 1053.5    (m)         3456.     (f) VERT ANG       
 FS1222
 FS1222.Superseded values are not recommended for survey control.
 FS1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1222.See file dsdata.txt to determine how the superseded data were derived.
 FS1222
 FS1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV4428961722(NAD 83)
 FS1222_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FS1222_SETTING: 66 = SET IN ROCK OUTCROP
 FS1222
 FS1222  HISTORY     - Date     Condition        Report By
 FS1222  HISTORY     - 1958     MONUMENTED       CGS
 FS1222
 FS1222                          STATION DESCRIPTION
 FS1222
 FS1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS1222'THE STATION IS ABOUT 5 MILES WEST-NORTHWEST OF JEAN AND 3
 FS1222'MILES SOUTHEAST OF GOODSPRINGS, ON THE SUMIIT OF A PINK-COLORED
 FS1222'HILL NEAR THE SOUTHEAST END OF A RANGE OF LOW HILLS IN THE
 FS1222'FLATS ON THE EAST SIDE OF THE MOUNTAIN RANGE.
 FS1222'
 FS1222'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 91 AND THE GOODSPRINGS
 FS1222'JUNCTION IN JEAN, GO SOUTH ON U.S. HIGHWAY 91 FOR 0.2 MILE.
 FS1222'TURN RIGHT, WEST, ON BLADED ROAD FOR 3.9 MILES TO A FORK.
 FS1222'TAKE RIGHT FORK AND GO NORTHWEST FOR 1.6 MILES.  TURN RIGHT
 FS1222'AND GO NORTHEAST (UP SOUTHWEST SLOPE OF RIDGE) FOR 0.2 MILE
 FS1222'TO THE END OF TRUCK TRAVEL.  PACK NORTH UP STEEP ROUNDED
 FS1222'HILL TO SUMMIT AND STATION.  ABOUT A 10-MINUTE PACK.
 FS1222'
 FS1222'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 FS1222'IN DRILL HOLES IN BEDROCK.
 FS1222'
 FS1222'THE STATION MARK IS STAMPED FARRY 1958 AND THE REFERENCE MARKS
 FS1222'FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0690 ***********************************************************************
 LQ0690  DESIGNATION -  FAVRE
 LQ0690  PID         -  LQ0690
 LQ0690  STATE/COUNTY-  NV/ELKO
 LQ0690  USGS QUAD   -  RUBY DOME (1990)
 LQ0690
 LQ0690                         *CURRENT SURVEY CONTROL
 LQ0690  ___________________________________________________________________
 LQ0690* NAD 83(1994)-  40 35 05.13232(N)    115 22 33.43796(W)     ADJUSTED  
 LQ0690* NAVD 88     -      3317.4    (meters)   10884.     (feet)  VERTCON   
 LQ0690  ___________________________________________________________________
 LQ0690  LAPLACE CORR-          -8.93  (seconds)                    DEFLEC99
 LQ0690  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 LQ0690
 LQ0690  HORZ ORDER  -  SECOND
 LQ0690
 LQ0690.The horizontal coordinates were established by classical geodetic methods
 LQ0690.and adjusted by the National Geodetic Survey in June 1998..
 LQ0690
 LQ0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0690
 LQ0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0690
 LQ0690.The geoid height was determined by GEOID03.
 LQ0690
 LQ0690;                    North         East     Units Scale Factor Converg.
 LQ0690;SPC NV E     - 8,647,558.397   217,555.105   MT  0.99990379   +0 08 05.7
 LQ0690;SPC NV E     -28,371,197.84    713,762.04   sFT  0.99990379   +0 08 05.7
 LQ0690;UTM  11      - 4,493,930.454   637,441.118   MT  0.99983252   +1 03 24.2
 LQ0690
 LQ0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0690!SPC NV E     -   0.99948272  x   0.99990379  =   0.99938656
 LQ0690!UTM  11      -   0.99948272  x   0.99983252  =   0.99931532
 LQ0690
 LQ0690|---------------------------------------------------------------------|
 LQ0690| PID    Reference Object                     Distance      Geod. Az  |
 LQ0690|                                                           dddmmss.s |
 LQ0690| DD5842 FAVRE RM 1                            5.769 METERS 14000     |
 LQ0690| DD5843 FAVRE RM 2                            5.241 METERS 23340     |
 LQ0690| LQ0692 RUBY                                APPROX. 9.4 KM 2960208.1 |
 LQ0690|---------------------------------------------------------------------|
 LQ0690
 LQ0690                          SUPERSEDED SURVEY CONTROL
 LQ0690
 LQ0690  NAD 83(1994)-  40 35 05.13197(N)    115 22 33.43357(W) AD(       ) 2
 LQ0690  NAD 83(1986)-  40 35 05.13174(N)    115 22 33.43350(W) AD(       ) 2
 LQ0690  NAD 27      -  40 35 05.39650(N)    115 22 30.24573(W) AD(       ) 2
 LQ0690  NGVD 29 (07/19/86) 3315.9    (m)        10879.     (f) VERT ANG       
 LQ0690
 LQ0690.Superseded values are not recommended for survey control.
 LQ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0690.See file dsdata.txt to determine how the superseded data were derived.
 LQ0690
 LQ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE3744193930(NAD 83)
 LQ0690_MARKER: DS = TRIANGULATION STATION DISK
 LQ0690_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0690_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 LQ0690
 LQ0690  HISTORY     - Date     Condition        Report By
 LQ0690  HISTORY     - 1965     MONUMENTED       CGS
 LQ0690
 LQ0690                          STATION DESCRIPTION
 LQ0690
 LQ0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0690'STATION IS LOCATED IN THE HUMBOLDT NATIONAL FOREST, ABOUT 27
 LQ0690'MILES SOUTHEAST OF ELKO, ABOUT 13 MILES EAST-NORTHEAST OF LEE,
 LQ0690'ABOUT 12 MILES SOUTHEAST OF LAMOILLE, ABOUT 10 MILES NORTH OF
 LQ0690'RUBY VALLEY, ABOUT 8 MILES NORTHEAST OF NORTH END OF FRANKLIN LAKE
 LQ0690'AND EAST-SOUTHEAST OF LAMOILLE LAKES.
 LQ0690'
 LQ0690'STATION WAS REACHED BY HELICOPTER FROM THE ROCK HOUSE TOURIST
 LQ0690'LODGE IN RUBY VALLEY BY FLYING 350 DEGREES FOR 15 MINUTES OR
 LQ0690'APPROXIMATELY 7 MILES TO A HIGH PROMINENT ROCK PEAK WHICH IS ABOUT
 LQ0690'1 MILE EAST-SOUTHEAST OF THE LAMOILLE LAKES.  A GOOD LANDING
 LQ0690'LOCATION IS TO THE NORTHWEST OF PEAK ON A FLAT BENCH.
 LQ0690'
 LQ0690'STATION IS A STANDARD TRIANGULATION DISK STAMPED FAVRE 1965,
 LQ0690'IS SET IN A DRILL HOLE IN BEDROCK ON THE HIGHEST POINT OF PEAK.
 LQ0690'THE MARK IS 9.5 FEET NORTHWEST OF A CAIRN.
 LQ0690'
 LQ0690'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED FAVRE NO 1
 LQ0690'1965, IS SET IN A DRILL HOLE IN BEDROCK ON THE SOUTHEAST SLOPE
 LQ0690'OF PEAK.  THE MARK IS ABOUT 5 FEET LOWER IN ELEVATION THAN
 LQ0690'THE STATION AND IS 9 FEET EAST-SOUTHEAST OF CAIRN.
 LQ0690'
 LQ0690'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED FAVRE NO
 LQ0690'2 1965, IS SET IN A DRILL HOLE IN BEDROCK ON SOUTH SLOPE OF PEAK.
 LQ0690'THE MARK IS 15 INCHES NORTH OF SHARP CLIFF, 19 FEET SOUTHWEST OF
 LQ0690'CAIRN AND ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.
 LQ0690'
 LQ0690'AZIMUTH, IS A CAIRN TO THE SOUTH ON A MOUNTAIN PEAK.
 LQ0690'
 LQ0690'ALL MARKS HAVE A RING OF ORANGE FLORESCENT PAINT AROUND THEM.
 LQ0690'
 LQ0690'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0379 ***********************************************************************
 HQ0379  DESIGNATION -  FAYET
 HQ0379  PID         -  HQ0379
 HQ0379  STATE/COUNTY-  NV/ESMERALDA
 HQ0379  USGS QUAD   -  MC MAHON RIDGE (1987)
 HQ0379
 HQ0379                         *CURRENT SURVEY CONTROL
 HQ0379  ___________________________________________________________________
 HQ0379* NAD 83(1994)-  37 50 45.42042(N)    117 14 48.36871(W)     ADJUSTED  
 HQ0379* NAVD 88     -      1539.080  (meters)    5049.47   (feet)  ADJUSTED  
 HQ0379  ___________________________________________________________________
 HQ0379  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 HQ0379  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 HQ0379  DYNAMIC HT  -        1537.407 (meters)    5043.98  (feet)  COMP
 HQ0379  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 HQ0379
 HQ0379  HORZ ORDER  -  THIRD
 HQ0379  VERT ORDER  -  FIRST     CLASS II
 HQ0379
 HQ0379.The horizontal coordinates were established by classical geodetic methods
 HQ0379.and adjusted by the National Geodetic Survey in June 1998..
 HQ0379
 HQ0379.The orthometric height was determined by differential leveling
 HQ0379.and adjusted by the National Geodetic Survey in June 1991..
 HQ0379
 HQ0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0379
 HQ0379.The geoid height was determined by GEOID03.
 HQ0379
 HQ0379.The dynamic height is computed by dividing the NAVD 88
 HQ0379.geopotential number by the normal gravity value computed on the
 HQ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0379.degrees latitude (g = 980.6199 gals.).
 HQ0379
 HQ0379.The modeled gravity was interpolated from observed gravity values.
 HQ0379
 HQ0379;                    North         East     Units Scale Factor Converg.
 HQ0379;SPC NV W     - 4,344,348.430   917,629.774   MT  1.00007037   +0 49 12.5
 HQ0379;SPC NV W     -14,253,083.14  3,010,590.35   sFT  1.00007037   +0 49 12.5
 HQ0379;SPC NV C     - 6,343,665.138   448,946.665   MT  0.99993209   -0 21 21.3
 HQ0379;SPC NV C     -20,812,508.04  1,472,919.18   sFT  0.99993209   -0 21 21.3
 HQ0379;UTM  11      - 4,188,751.775   478,289.074   MT  0.99960581   -0 09 05.1
 HQ0379
 HQ0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0379!SPC NV W     -   0.99976256  x   1.00007037  =   0.99983291
 HQ0379!SPC NV C     -   0.99976256  x   0.99993209  =   0.99969466
 HQ0379!UTM  11      -   0.99976256  x   0.99960581  =   0.99936846
 HQ0379
 HQ0379:                Primary Azimuth Mark                     Grid Az
 HQ0379:SPC NV W     -  FAYET AZ MK                              039 04 23.3
 HQ0379:SPC NV C     -  FAYET AZ MK                              040 14 57.1
 HQ0379:UTM  11      -  FAYET AZ MK                              040 02 40.9
 HQ0379
 HQ0379|---------------------------------------------------------------------|
 HQ0379| PID    Reference Object                     Distance      Geod. Az  |
 HQ0379|                                                           dddmmss.s |
 HQ0379| HQ0377 FAYET AZ MK                                        0395335.8 |
 HQ0379| HQ0867 COLE MOUNTAIN CAIRN                 APPROX.16.7 KM 1425044.4 |
 HQ0379| HQ0866 CAIRN ON NW END COLE MTN RNG        APPROX.15.2 KM 1443809.5 |
 HQ0379| HQ0378 FAYET RM 1                           10.169 METERS 34506     |
 HQ0379|---------------------------------------------------------------------|
 HQ0379
 HQ0379                          SUPERSEDED SURVEY CONTROL
 HQ0379
 HQ0379  NAD 83(1992)-  37 50 45.41847(N)    117 14 48.37535(W) AD(       ) 3
 HQ0379  NAD 83(1986)-  37 50 45.42057(N)    117 14 48.37700(W) AD(       ) 3
 HQ0379  NAD 27      -  37 50 45.66300(N)    117 14 45.08700(W) AD(       ) 3
 HQ0379  NGVD 29 (05/01/91) 1537.977  (m)         5045.85   (f) ADJUSTED    1 2
 HQ0379
 HQ0379.Superseded values are not recommended for survey control.
 HQ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0379.See file dsdata.txt to determine how the superseded data were derived.
 HQ0379
 HQ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB7828988752(NAD 83)
 HQ0379_MARKER: DS = TRIANGULATION STATION DISK
 HQ0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0379_STAMPING: FAYET 1950
 HQ0379_MARK LOGO: CGS   
 HQ0379_PROJECTION: FLUSH
 HQ0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0379+STABILITY: SURFACE MOTION
 HQ0379
 HQ0379  HISTORY     - Date     Condition        Report By
 HQ0379  HISTORY     - 1950     MONUMENTED       CGS
 HQ0379  HISTORY     - 1955     GOOD             CGS
 HQ0379  HISTORY     - 1955     GOOD             NGS
 HQ0379  HISTORY     - 1958     GOOD             NGS
 HQ0379  HISTORY     - 1983     GOOD             NGS
 HQ0379
 HQ0379                          STATION DESCRIPTION
 HQ0379
 HQ0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0379'THE STATION IS LOCATED IN THE OPEN DESERT, ABOUT 16 MILES
 HQ0379'AIR LINE SOUTH OF TONOPAH, ABOUT 10 MILES AIR LINE NORTH OF
 HQ0379'GOLDFIELD, ABOUT 0.35 MILE AIR LINE WEST OF U.S. HIGHWAY 95,
 HQ0379'80 FEET WEST OF THE CENTER OF AN OLD RAILROAD BED AND 6
 HQ0379'FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 HQ0379'ABOVE THE GROUND SURFACE AND IS STAMPED FAYET 1950.
 HQ0379'
 HQ0379'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 HQ0379'THE STATION MARK.  IT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE
 HQ0379'AND IS STAMPED FAYET NO 1 1950.
 HQ0379'
 HQ0379'THE BENCH MARK USED AS REFERENCE MARK NO. 2 IS A U.S. COAST
 HQ0379'AND GEODETIC SURVEY BRONZE BENCH MARK CAP RIVETED TO THE TOP
 HQ0379'OF A 3-1/2 INCH IRON PIPE THAT PROJECTS 16 INCHES ABOVE THE
 HQ0379'GROUND SURFACE.  THE MARK IS 0.295 METERS HIGHER THAT THE STATION
 HQ0379'MARK AND STAMPED 5046.906.  THIS IS F 15.
 HQ0379'
 HQ0379'THE AZIMUTH MARK IS 90 FEET EAST OF THE CENTER LINE OF U.S.
 HQ0379'HIGHWAY 95, 15 FEET EAST OF A DRAINAGE DITCH AND 6 FEET SOUTH
 HQ0379'OF A WHITE WITNESS POST.  THE MARK PROJECTS 1 INCH ABOVE THE
 HQ0379'GROUND SURFACE AND IS STAMPED FAYET 1950.
 HQ0379'
 HQ0379'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO
 HQ0379'SOUTH ON U.S. HIGHWAY 95 FOR 15.85 MILES TO THE AZIMUTH MARK
 HQ0379'ON THE LEFT AS DESCRIBED ABOVE.  CONTINUE ON THE HIGHWAY
 HQ0379'FOR 0.1 MILE TO A TRACK ROAD THAT CROSSES THE HIGHWAY.  TURN
 HQ0379'RIGHT, WEST, AND FOLLOW THE TRACK ROAD FOR 0.35 MILE TO AN
 HQ0379'OLD RAILROAD BED.  TURN LEFT, SOUTH, ALONG THE OLD RAILROAD BED
 HQ0379'FOR 0.05 MILE TO THE STATION AS DESCRIBED ABOVE.  A DRIVE
 HQ0379'STATION.
 HQ0379
 HQ0379                          STATION RECOVERY (1955)
 HQ0379
 HQ0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 HQ0379'THE STATION, REFERENCE MARK NO. 1, BENCH MARK F 15, AND THE
 HQ0379'AZIMUTH MARK WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HQ0379'
 HQ0379'BENCH MARK F 15 IS NOW STAMPED F 15 5046.906.
 HQ0379
 HQ0379                          STATION RECOVERY (1955)
 HQ0379
 HQ0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 HQ0379'10.2 MI N FROM GOLDFIELD.
 HQ0379'9.9 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0379'AT GOLDFIELD, THENCE 0.3 MILE WEST ALONG A TRACK ROAD, 419 FEET
 HQ0379'SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 80 FEET WEST OF THE
 HQ0379'CENTER LINE OF AN ABANDONED TONOPAH AND GOLDFIELD RAILROAD BED,
 HQ0379'37.6 FEET WEST OF B.M. F 15, 33.4 FEET SOUTH OF FAYET R.M.
 HQ0379'1, 5.6 FEET EAST OF A WITNESS POST, 2.7 FEET NORTH OF A WITNESS
 HQ0379'POST, ABOUT 1 FOOT HIGHER THAN THE RAILROAD BED, AND SET IN THE
 HQ0379'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 HQ0379
 HQ0379                          STATION RECOVERY (1958)
 HQ0379
 HQ0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HQ0379'RECOVERED IN GOOD CONDITION.
 HQ0379
 HQ0379                          STATION RECOVERY (1983)
 HQ0379
 HQ0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0379'15.9 KM (9.9 MI) NORTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0379'GOLDFIELD, THENCE 0.5 KM (0.3 MI) WEST ALONG A DIRT ROAD, THENCE 0.1
 HQ0379'KM (0.05 MI) SOUTH ALONG THE OLD RAILROAD BED, 127.7 METERS (419 FT)
 HQ0379'SOUTH OF THE CENTER OF THE DIRT ROAD, 24.3 METERS (80 FT) WEST OF THE
 HQ0379'CENTER OF THE OLD RAILROAD BED, 11.5 METERS (38 FT) WEST OF BM F 15,
 HQ0379'10.0 METERS (33 FT) SOUTH OF RM 1.
 HQ0379'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 HQ0379'THE MARK IS ABOVE LEVEL WITH THE OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0377 ***********************************************************************
 HQ0377  DESIGNATION -  FAYET AZ MK
 HQ0377  PID         -  HQ0377
 HQ0377  STATE/COUNTY-  NV/ESMERALDA
 HQ0377  USGS QUAD   -  MC MAHON RIDGE (1987)
 HQ0377
 HQ0377                         *CURRENT SURVEY CONTROL
 HQ0377  ___________________________________________________________________
 HQ0377* NAD 83(1986)-  37 51 07.     (N)    117 14 28.     (W)     SCALED    
 HQ0377* NAVD 88     -      1535.342  (meters)    5037.20   (feet)  ADJUSTED  
 HQ0377  ___________________________________________________________________
 HQ0377  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 HQ0377  DYNAMIC HT  -        1533.675 (meters)    5031.73  (feet)  COMP
 HQ0377  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 HQ0377
 HQ0377  VERT ORDER  -  FIRST     CLASS II
 HQ0377
 HQ0377.The horizontal coordinates were scaled from a topographic map and have
 HQ0377.an estimated accuracy of +/- 6 seconds.
 HQ0377
 HQ0377.The orthometric height was determined by differential leveling
 HQ0377.and adjusted by the National Geodetic Survey in June 1991..
 HQ0377
 HQ0377.The geoid height was determined by GEOID03.
 HQ0377
 HQ0377.The dynamic height is computed by dividing the NAVD 88
 HQ0377.geopotential number by the normal gravity value computed on the
 HQ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0377.degrees latitude (g = 980.6199 gals.).
 HQ0377
 HQ0377.The modeled gravity was interpolated from observed gravity values.
 HQ0377
 HQ0377;                    North         East    Units  Estimated Accuracy
 HQ0377;SPC NV W     - 4,345,020.      918,120.      MT  (+/- 180 meters Scaled)
 HQ0377
 HQ0377                          SUPERSEDED SURVEY CONTROL
 HQ0377
 HQ0377  NGVD 29 (??/??/92) 1534.243  (m)         5033.60   (f) ADJ UNCH    1 2
 HQ0377
 HQ0377.Superseded values are not recommended for survey control.
 HQ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0377.See file dsdata.txt to determine how the superseded data were derived.
 HQ0377
 HQ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB787894(NAD 83)
 HQ0377_MARKER: DZ = AZIMUTH MARK DISK
 HQ0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0377_STAMPING: FAYET 1950
 HQ0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0377+STABILITY: SURFACE MOTION
 HQ0377
 HQ0377  HISTORY     - Date     Condition        Report By
 HQ0377  HISTORY     - 1950     MONUMENTED       CGS
 HQ0377  HISTORY     - 1955     GOOD             NGS
 HQ0377  HISTORY     - 1958     GOOD             NGS
 HQ0377
 HQ0377                          STATION DESCRIPTION
 HQ0377
 HQ0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HQ0377'10.2 MI N FROM GOLDFIELD.
 HQ0377'10.2 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0377'AT GOLDFIELD, 0.25 MILE NORTH OF AN EAST-WEST TRACK ROAD,
 HQ0377'100.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15 1/2 FEET
 HQ0377'EAST OF THE APPROXIMATE CENTER OF A DRAINAGE DITCH, 5.9 FEET
 HQ0377'SOUTH OF A WITNESS POST, 2.1 FEET WEST OF A WITNESS POST, ABOUT
 HQ0377'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HQ0377'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 HQ0377
 HQ0377                          STATION RECOVERY (1958)
 HQ0377
 HQ0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HQ0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0378 ***********************************************************************
 HQ0378  DESIGNATION -  FAYET RM 1
 HQ0378  PID         -  HQ0378
 HQ0378  STATE/COUNTY-  NV/ESMERALDA
 HQ0378  USGS QUAD   -  MC MAHON RIDGE (1987)
 HQ0378
 HQ0378                         *CURRENT SURVEY CONTROL
 HQ0378  ___________________________________________________________________
 HQ0378* NAD 83(1986)-  37 50 45.     (N)    117 14 48.     (W)     SCALED    
 HQ0378* NAVD 88     -      1539.023  (meters)    5049.28   (feet)  ADJUSTED  
 HQ0378  ___________________________________________________________________
 HQ0378  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 HQ0378  DYNAMIC HT  -        1537.349 (meters)    5043.79  (feet)  COMP
 HQ0378  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 HQ0378
 HQ0378  VERT ORDER  -  FIRST     CLASS II
 HQ0378
 HQ0378.The horizontal coordinates were scaled from a topographic map and have
 HQ0378.an estimated accuracy of +/- 6 seconds.
 HQ0378
 HQ0378.The orthometric height was determined by differential leveling
 HQ0378.and adjusted by the National Geodetic Survey in June 1991..
 HQ0378
 HQ0378.The geoid height was determined by GEOID03.
 HQ0378
 HQ0378.The dynamic height is computed by dividing the NAVD 88
 HQ0378.geopotential number by the normal gravity value computed on the
 HQ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0378.degrees latitude (g = 980.6199 gals.).
 HQ0378
 HQ0378.The modeled gravity was interpolated from observed gravity values.
 HQ0378
 HQ0378;                    North         East    Units  Estimated Accuracy
 HQ0378;SPC NV W     - 4,344,340.      917,640.      MT  (+/- 180 meters Scaled)
 HQ0378
 HQ0378                          SUPERSEDED SURVEY CONTROL
 HQ0378
 HQ0378  NGVD 29 (??/??/92) 1537.920  (m)         5045.66   (f) ADJ UNCH    1 2
 HQ0378
 HQ0378.Superseded values are not recommended for survey control.
 HQ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0378.See file dsdata.txt to determine how the superseded data were derived.
 HQ0378
 HQ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB782887(NAD 83)
 HQ0378_MARKER: DR = REFERENCE MARK DISK
 HQ0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0378_STAMPING: FAYET NO 1 1950
 HQ0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0378+STABILITY: SURFACE MOTION
 HQ0378
 HQ0378  HISTORY     - Date     Condition        Report By
 HQ0378  HISTORY     - 1950     MONUMENTED       CGS
 HQ0378  HISTORY     - 1955     GOOD             NGS
 HQ0378  HISTORY     - 1958     GOOD             NGS
 HQ0378
 HQ0378                          STATION DESCRIPTION
 HQ0378
 HQ0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HQ0378'10.2 MI N FROM GOLDFIELD.
 HQ0378'9.9 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0378'AT GOLDFIELD, THENCE 0.3 MILE WEST ALONG A TRACK ROAD, 82 1/2
 HQ0378'FEET WEST OF THE CENTER LINE OF AN ABANDONED TONOPAH AND
 HQ0378'GOLDFIELD RAILROAD BED, 52.1 FEET NORTHWEST OF B.M. F 15, 33.4
 HQ0378'FEET NORTH OF FAYET TRIANGULATION STATION, ABOUT LEVEL WITH
 HQ0378'THE STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HQ0378'0.1 FOOT ABOVE THE GROUND.
 HQ0378
 HQ0378                          STATION RECOVERY (1958)
 HQ0378
 HQ0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HQ0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0849 ***********************************************************************
 LR0849  DESIGNATION -  FEN
 LR0849  PID         -  LR0849
 LR0849  STATE/COUNTY-  NV/PERSHING
 LR0849  USGS QUAD   -  FENCEMAKER PASS (1990)
 LR0849
 LR0849                         *CURRENT SURVEY CONTROL
 LR0849  ___________________________________________________________________
 LR0849* NAD 83(1994)-  40 04 56.00457(N)    117 49 53.51397(W)     ADJUSTED  
 LR0849* NAVD 88     -      2110.0    (meters)    6923.     (feet)  VERTCON   
 LR0849  ___________________________________________________________________
 LR0849  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 LR0849  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 LR0849
 LR0849  HORZ ORDER  -  FIRST
 LR0849
 LR0849.The horizontal coordinates were established by classical geodetic methods
 LR0849.and adjusted by the National Geodetic Survey in June 1998..
 LR0849
 LR0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0849
 LR0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0849
 LR0849.The geoid height was determined by GEOID03.
 LR0849
 LR0849;                    North         East     Units Scale Factor Converg.
 LR0849;SPC NV W     - 4,592,012.098   864,116.083   MT  0.99995059   +0 29 02.7
 LR0849;SPC NV W     -15,065,626.36  2,835,020.85   sFT  0.99995059   +0 29 02.7
 LR0849;UTM  11      - 4,437,214.544   429,105.484   MT  0.99966187   -0 32 07.6
 LR0849
 LR0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0849!SPC NV W     -   0.99967259  x   0.99995059  =   0.99962319
 LR0849!UTM  11      -   0.99967259  x   0.99966187  =   0.99933457
 LR0849
 LR0849|---------------------------------------------------------------------|
 LR0849| PID    Reference Object                     Distance      Geod. Az  |
 LR0849|                                                           dddmmss.s |
 LR0849| DB7267 FEN RM 1                             11.898 METERS 19636     |
 LR0849| DB7266 FEN AZ MK                                          2772827.9 |
 LR0849| DB7268 FEN RM 2                             11.594 METERS 28309     |
 LR0849|---------------------------------------------------------------------|
 LR0849
 LR0849                          SUPERSEDED SURVEY CONTROL
 LR0849
 LR0849  NAD 83(1986)-  40 04 56.00706(N)    117 49 53.50611(W) AD(       ) 1
 LR0849  NAD 27      -  40 04 56.31267(N)    117 49 50.05304(W) AD(       ) 1
 LR0849  NGVD 29 (07/19/86) 2108.9    (m)         6919.     (f) VERT ANG       
 LR0849
 LR0849.Superseded values are not recommended for survey control.
 LR0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0849.See file dsdata.txt to determine how the superseded data were derived.
 LR0849
 LR0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME2910537215(NAD 83)
 LR0849_MARKER: DD = SURVEY DISK
 LR0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0849_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LR0849
 LR0849  HISTORY     - Date     Condition        Report By
 LR0849  HISTORY     - 1974     MONUMENTED       DMA
 LR0849  HISTORY     - 1976     GOOD             DMA
 LR0849
 LR0849                          STATION DESCRIPTION
 LR0849
 LR0849'DESCRIBED BY DEFENSE MAP AGENCY 1974
 LR0849'THE STATION IS LOCATED 34.7 MILES, AIRLINE, EAST-SOUTHEAST OF
 LR0849'LOVELOCK, AND 0.8 NORTH OF FENCEMAKER PASS IN THE STILLWATER
 LR0849'MOUNTAIN RANGE.
 LR0849'
 LR0849'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND MAIN STREET IN
 LR0849'LOVELOCK, GO NORTHEAST ON ROUTE 40 FOR 6.3 MILES TO A ROAD RIGHT, AT
 LR0849'THE EAGLE-PICHER PLANT, TURN RIGHT CROSSING RAILROAD TRACKS AND GO
 LR0849'SOUTHEASTERLY THROUGH COAL CANYON FOR 13.5 MILES TO AN
 LR0849'INTERSECTION AND SIGN.  DAGO PASS, TURN LEFT ON GRAVEL ROAD AND GO
 LR0849'EASTERLY FOR 6.5 MILES TO A CROSSROAD, CONTINUE EASTERLY FOR 11.3
 LR0849'MILES TO AN INTERSECTION AND SIGN--FENCEMAKER CANYON, TURN
 LR0849'RIGHT AND GO SOUTHEASTERLY FOR 5.8 MILES TO AN
 LR0849'INTERSECTION AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE IN AN
 LR0849'EASTERLY DIRECTION UP WINDING MOUNTAIN ROAD FOR 5.45 MILES TO A
 LR0849'FENCED MICROWAVE FACILITY, BEAR LEFT AROUND THE WEST SIDE OF THE
 LR0849'FENCED AREA ON A TRACK ROAD AND GO NORTH FOR 0.35 MILE TO A
 LR0849'SMALL TOP AND THE STATION ON THE RIGHT.  A 4-WHEEL DRIVE VEHICLE
 LR0849'IS NEEDED FOR THE LAST 0.35 MILE.
 LR0849'
 LR0849'THE STATION MARK IS A DEFENSE MAPPING AGENCY DISK SET IN THE TOP OF
 LR0849'A ROUND CONCRETE MONUMENT 12-INCHES IN DIAMETER AND PROJECTS
 LR0849'0.4 FOOT ABOVE GROUND.  IT IS STAMPED--FEN TOPO. CENTER 1974.  IT
 LR0849'IS LOCATED 8.5 FEET EAST OF THE CENTERLINE OF THE ROAD AND 6.5 FEET
 LR0849'NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS A
 LR0849'DEFENSE MAPPING AGENCY DISK SET IN CONCRETE 4 FEET BELOW THE
 LR0849'SURFACE A AND IS STAMPED THE SAME AS THE SURFACE MARK.
 LR0849'
 LR0849'REFERENCE MARK 1, IS A DEFENSE MAPPING AGENCY DISK SET IN THE TOP OF
 LR0849'A ROUND CONCRETE MONUMENT 12-INCHES IN DIAMETER AND PROJECTS 0.5
 LR0849'FOOT ABOVE GROUND.  IT IS STAMPED--FEN RM NO. 1 TOPO. CENTER 1974.
 LR0849'IT IS LOCATED 11 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 39.04
 LR0849'FEET SOUTH-SOUTHWEST OF THE STATION MARK.
 LR0849'
 LR0849'REFERENCE MARK 2, IS A DEFENSE MAPPING AGENCY DISK SET IN THE TOP OF
 LR0849'A ROUND CONCRETE MONUMENT 12-INCHES IN DIAMETER AND PROJECTS 0.3
 LR0849'FOOT ABOVE GROUND.  IT IS STAMPED--FEN RM NO. 2 TOPO. CENTER 1974.
 LR0849'IT IS LOCATED 27.6 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 LR0849'38.04 FEET WEST-NORTHWEST OF THE STATION MARK.
 LR0849'
 LR0849'AZIMUTH MARK, IS A DEFENSE MAPPING AGENCY DISK SET IN THE TOP OF A
 LR0849'ROUND CONCRETE MONUMENT 12-INCHES IN DIAMETER AND PROJECTS 0.3 FOOT
 LR0849'ABOVE GROUND.  IT IS STAMPED--FEN AZIMUTH MARK TOPO. CENTER 1974.
 LR0849'IT IS LOCATED 37 FEET NORTH OF THE CENTERLINE OF A ROAD, 30 FEET
 LR0849'SOUTH OF THE CENTERLINE OF THE ROAD, AND 53 FEET WEST OF THE
 LR0849'INTERSECTING CENTERLINES OF THE CROSSROADS.
 LR0849
 LR0849                          STATION RECOVERY (1976)
 LR0849
 LR0849'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (LWL)
 LR0849'THIS PARTY DID NOT HAVE FORM 1959 DESCRIBING THE STATION, HOWEVER THE
 LR0849'STATION MARK, RMS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 LR0849'AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME, BUT THERE IS NO
 LR0849'REASON TO DOUBT THAT IT EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0810 ***********************************************************************
 MT0810  DESIGNATION -  FENCE
 MT0810  PID         -  MT0810
 MT0810  STATE/COUNTY-  NV/ELKO
 MT0810  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0810
 MT0810                         *CURRENT SURVEY CONTROL
 MT0810  ___________________________________________________________________
 MT0810* NAD 83(1994)-  41 57 00.06854(N)    115 25 31.95708(W)     ADJUSTED  
 MT0810* NAVD 88     -      2003.5    (meters)    6573.     (feet)  VERTCON   
 MT0810  ___________________________________________________________________
 MT0810  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 MT0810  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 MT0810
 MT0810  HORZ ORDER  -  FIRST
 MT0810
 MT0810.The horizontal coordinates were established by classical geodetic methods
 MT0810.and adjusted by the National Geodetic Survey in June 1998..
 MT0810
 MT0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0810
 MT0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0810
 MT0810.The geoid height was determined by GEOID03.
 MT0810
 MT0810;                    North         East     Units Scale Factor Converg.
 MT0810;SPC NV E     - 8,799,159.144   213,081.915   MT  0.99990211   +0 06 19.7
 MT0810;SPC NV E     -28,868,574.62    699,086.25   sFT  0.99990211   +0 06 19.7
 MT0810;SPC ID W     -    31,520.643   826,900.705   MT  0.99994223   +0 13 00.8
 MT0810;UTM  11      - 4,645,425.659   630,496.496   MT  0.99980955   +1 03 09.5
 MT0810
 MT0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0810!SPC NV E     -   0.99968835  x   0.99990211  =   0.99959049
 MT0810!SPC ID W     -   0.99968835  x   0.99994223  =   0.99963060
 MT0810!UTM  11      -   0.99968835  x   0.99980955  =   0.99949796
 MT0810
 MT0810:                Primary Azimuth Mark                     Grid Az
 MT0810:SPC NV E     -  FENCE AZ MK                              359 57 14.3
 MT0810:SPC ID W     -  FENCE AZ MK                              359 50 33.2
 MT0810:UTM  11      -  FENCE AZ MK                              359 00 24.5
 MT0810
 MT0810|---------------------------------------------------------------------|
 MT0810| PID    Reference Object                     Distance      Geod. Az  |
 MT0810|                                                           dddmmss.s |
 MT0810| DD5844 FENCE AZ MK                                        0000334.0 |
 MT0810| DD5845 FENCE RM 1                            6.758 METERS 01728     |
 MT0810| MT0848 CAIRN 10 MILES NW OF JARBIDGE       APPROX. 9.6 KM 2491309.4 |
 MT0810| DD5846 FENCE RM 2                            8.676 METERS 28301     |
 MT0810|---------------------------------------------------------------------|
 MT0810
 MT0810                          SUPERSEDED SURVEY CONTROL
 MT0810
 MT0810  NAD 83(1986)-  41 57 00.06455(N)    115 25 31.95228(W) AD(       ) 1
 MT0810  NAD 27      -  41 57 00.40994(N)    115 25 28.68935(W) AD(       ) 1
 MT0810  NGVD 29 (07/19/86) 2002.3    (m)         6569.     (f) VERT ANG       
 MT0810
 MT0810.Superseded values are not recommended for survey control.
 MT0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0810.See file dsdata.txt to determine how the superseded data were derived.
 MT0810
 MT0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG3049645426(NAD 83)
 MT0810_MARKER: DS = TRIANGULATION STATION DISK
 MT0810_SETTING: 80 = SET IN A BOULDER
 MT0810_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MT0810
 MT0810  HISTORY     - Date     Condition        Report By
 MT0810  HISTORY     - 1948     MONUMENTED       CGS
 MT0810
 MT0810                          STATION DESCRIPTION
 MT0810
 MT0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 MT0810'THE STATION IS ABOUT 5 MILES AIRLINE NORTHWEST OF JARBIDGE
 MT0810'ON THE MESA WEST OF THE JARBIDGE RIVER CANYON.
 MT0810'
 MT0810'TO REACH THE STATION FROM THE SCHOOLHOUSE IN JARBIDGE GO
 MT0810'NORTHERLY DOWN CANYON ROAD FOR 4.8 MILES TO A FORK.  TAKE LEFT
 MT0810'ROAD ACROSS BRIDGE AND UP STEEP NARROW ROAD FOR 2.4 MILES TO
 MT0810'THE SUMMIT AND ROAD FORKS.  TAKE CENTER TRACK ROAD WESTERLY
 MT0810'FOR 0.2 MILE AND STATION ON THE RIGHT.
 MT0810'
 MT0810'THE STATION IS A STANDARD BRONZE DISK SET IN A BURIED BOULDER
 MT0810'PROJECTING ABOUT 4 INCHES, ABOUT 15 FEET NORTH OF THE OLD
 MT0810'TRACK ROAD.  IT IS STAMPED FENCE 1947.
 MT0810'
 MT0810'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET
 MT0810'IN A BURIED BOULDER FLUSH WITH THE GROUND SURFACE AND ABOUT
 MT0810'THE SAME LEVEL AS THE STATION.  IT IS STAMPED FENCE NO 1 1947.
 MT0810'
 MT0810'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET
 MT0810'IN A BURIED BOULDER FLUSH WITH THE GROUND SURFACE AND IS ABOUT
 MT0810'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED FENCE
 MT0810'NO 2 1947.
 MT0810'
 MT0810'THE AZIMUTH MARK IS A STANDARD GENERAL LAND OFFICE DISK RIVETED
 MT0810'TO A 2 INCH PIPE PROJECTING ABOUT 3 FEET, AND IS ABOUT 100
 MT0810'YARDS WEST OF THE MAIN ROAD AND 0.4 MILE NORTH OF THE STATION.
 MT0810'IT IS STAMPED 1/4 S16, S21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0631 ***********************************************************************
 LQ0631  DESIGNATION -  FERGUSON
 LQ0631  PID         -  LQ0631
 LQ0631  STATE/COUNTY-  NV/ELKO
 LQ0631  USGS QUAD   -  FERGUSON FLAT (1972)
 LQ0631
 LQ0631                         *CURRENT SURVEY CONTROL
 LQ0631  ___________________________________________________________________
 LQ0631* NAD 83(1994)-  40 28 08.99774(N)    114 03 58.72048(W)     ADJUSTED  
 LQ0631* NAVD 88     -      1698.4    (meters)    5572.     (feet)  VERTCON   
 LQ0631  ___________________________________________________________________
 LQ0631  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 LQ0631  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 LQ0631
 LQ0631  HORZ ORDER  -  FIRST
 LQ0631
 LQ0631.The horizontal coordinates were established by classical geodetic methods
 LQ0631.and adjusted by the National Geodetic Survey in June 1998..
 LQ0631
 LQ0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0631
 LQ0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0631
 LQ0631.The geoid height was determined by GEOID03.
 LQ0631
 LQ0631;                    North         East     Units Scale Factor Converg.
 LQ0631;SPC NV E     - 8,635,808.500   328,642.962   MT  1.00010365   +0 59 05.1
 LQ0631;SPC NV E     -28,332,648.39  1,078,222.78   sFT  1.00010365   +0 59 05.1
 LQ0631;SPC UT C     - 2,240,245.190   282,398.526   MT  0.99996003   -1 38 38.1
 LQ0631;UTM  11      - 4,483,966.822   748,713.861   MT  1.00036150   +1 54 18.2
 LQ0631;UTM  12      - 4,484,349.327   240,040.927   MT  1.00043193   -1 59 28.6
 LQ0631
 LQ0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0631!SPC NV E     -   0.99973657  x   1.00010365  =   0.99984019
 LQ0631!SPC UT C     -   0.99973657  x   0.99996003  =   0.99969661
 LQ0631!UTM  11      -   0.99973657  x   1.00036150  =   1.00009797
 LQ0631!UTM  12      -   0.99973657  x   1.00043193  =   1.00016838
 LQ0631
 LQ0631:                Primary Azimuth Mark                     Grid Az
 LQ0631:SPC NV E     -  WENDOVER AFB WATER TANK                  002 52 49.2
 LQ0631:SPC UT C     -  WENDOVER AFB WATER TANK                  005 30 32.4
 LQ0631:UTM  11      -  WENDOVER AFB WATER TANK                  001 57 36.1
 LQ0631:UTM  12      -  WENDOVER AFB WATER TANK                  005 51 22.9
 LQ0631
 LQ0631|---------------------------------------------------------------------|
 LQ0631| PID    Reference Object                     Distance      Geod. Az  |
 LQ0631|                                                           dddmmss.s |
 LQ0631| LQ0599 WENDOVER AFB WATER TANK             APPROX.29.1 KM 0035154.3 |
 LQ0631| DD5848 FERGUSON RM 1                         4.244 METERS 00709     |
 LQ0631| LP0580 WENDOVER RAD RNG CENTER MAST        APPROX.29.1 KM 0153522.6 |
 LQ0631| DD5849 FERGUSON RM 2                         6.798 METERS 08829     |
 LQ0631| DD5847 FERGUSON AZ MK                                     2811011.5 |
 LQ0631|---------------------------------------------------------------------|
 LQ0631
 LQ0631                          SUPERSEDED SURVEY CONTROL
 LQ0631
 LQ0631  NAD 83(1994)-  40 28 08.99759(N)    114 03 58.72032(W) AD(       ) 1
 LQ0631  NAD 83(1986)-  40 28 08.99034(N)    114 03 58.71591(W) AD(       ) 1
 LQ0631  NAD 27      -  40 28 09.23932(N)    114 03 55.68140(W) AD(       ) 1
 LQ0631  NGVD 29 (07/19/86) 1697.4    (m)         5569.     (f) VERT ANG       
 LQ0631
 LQ0631.Superseded values are not recommended for survey control.
 LQ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0631.See file dsdata.txt to determine how the superseded data were derived.
 LQ0631
 LQ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE4871483967(NAD 83)
 LQ0631_MARKER: DS = TRIANGULATION STATION DISK
 LQ0631_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0631
 LQ0631  HISTORY     - Date     Condition        Report By
 LQ0631  HISTORY     - 1944     MONUMENTED       CGS
 LQ0631  HISTORY     - 1955     GOOD             USE
 LQ0631  HISTORY     - 1965     GOOD             CGS
 LQ0631
 LQ0631                          STATION DESCRIPTION
 LQ0631
 LQ0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 LQ0631'STATION IS LOCATED ABOUT 35 FEET W OF THE HIGHEST POINT OF A
 LQ0631'PROMINENT ROCKY RIDGE LYING ABOUT 19 MILES S OF WENDOVER, UTAH
 LQ0631'AND HAVING RIMS ON THE N AND E SIDES.  IT IS ABOUT 1/2 MILE
 LQ0631'W OF THE NEVADA-UTAH STATE LINE AND IS ABOUT THE HIGHEST POINT
 LQ0631'ON THE DIVIDE THAT EXTENDS E FROM THE VICINITY OF THE FERGUSON
 LQ0631'MAINTENANCE STATION TO THE GREAT SALT LAKE DESERT.  IT IS
 LQ0631'ABOUT 1 MILE W OF THE FLATS.
 LQ0631'
 LQ0631'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING
 LQ0631'BEDROCK PROJECTING ABOUT 6 INCHES ABOVE THE SURROUNDING SURFACE.
 LQ0631'IT IS STAMPED FERGUSON 1944.
 LQ0631'
 LQ0631'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 LQ0631'BEDROCK PROJECTING ABOUT 2 FEET ABOVE THE SURROUNDING SURFACE.
 LQ0631'IT IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION MARK
 LQ0631'AND IS STAMPED FERGUSON NO 1 1944.
 LQ0631'
 LQ0631'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 LQ0631'BEDROCK PROJECTING ABOUT 6 INCHES ABOVE THE SURROUNDING
 LQ0631'SURFACE.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION
 LQ0631'MARK AND IS STAMPED FERGUSON NO 2 1944.
 LQ0631'
 LQ0631'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 LQ0631'BEDROCK PROJECTING ABOUT 8 INCHES ABOVE THE SURROUNDING
 LQ0631'SURFACE AND IS STAMPED FERGUSON 1944.  IT IS ABOUT 6 FEET
 LQ0631'N OF A LARGE ROCK OUTCROP MEASURING ABOUT 4 FEET HIGH AND 12
 LQ0631'FEET LONG AND IS 4 FEET S OF A WHITE WITNESS POST SET IN A
 LQ0631'ROCK CAIRN.
 LQ0631'
 LQ0631'TO REACH FROM FERGUSON MAINTENANCE STATION, GO NE ON U.S.
 LQ0631'HIGHWAY 50 TOWARD WENDOVER FOR 5.6 MILES AND TURN RIGHT ON A DIM
 LQ0631'TRACK ROAD AND CONTINUE FOR 0.1 MILE TO A ROAD COMING IN
 LQ0631'FROM THE N.  TURN RIGHT OR S AND CONTINUE FOR 2.2 MILES TO A
 LQ0631'DIM TRACK ROAD COMING IN FROM THE LEFT, KEEP RIGHT OR STRAIGHT
 LQ0631'AHEAD AND CONTINUE FOR 1.5 MILES TO A FORKS ABOUT 0.4 MILE
 LQ0631'BEFORE COMING ONTO SADDLE.  TURN LEFT AND CONTINUE FOR 0.1 MILE
 LQ0631'COMING TO A ROAD THAT COMES N FROM THE SADDLE, HERE TURN LEFT
 LQ0631'OR N AND CONTINUE FOR 2.0 MILES ALONG THE LEFT OF THE HILLS.
 LQ0631'THIS BRINGS ONE ALONG THE W BASE OF A LONG ROUGH HILL ON
 LQ0631'WHICH THE STATION IS LOCATED.  TURN RIGHT ACROSS COUNTRY AND
 LQ0631'CONTINUE TOWARD THE N END OF THE HILL FOR 0.5 MILE, COMING
 LQ0631'INTO A SHALLOW DRAW THAT LEADS UP TO THE STATION.  THE AZIMUTH
 LQ0631'MARK IS SET NEAR THE LARGE ROCK OUTCROP, TO THE RIGHT, AT
 LQ0631'THE MOUTH OF THE DRAW.  FROM HERE PACK UP THE DRAW ABOUT 1/4
 LQ0631'MILE TO THE TOP AND THE STATION WHICH IS ABOUT 35 FEET W OF
 LQ0631'THE HIGHEST POINT.
 LQ0631
 LQ0631                          STATION RECOVERY (1955)
 LQ0631
 LQ0631'RECOVERY NOTE BY US ENGINEERS 1955
 LQ0631'STATION, REFERENCE MARKS AND THE AZIMUTH MARK RECOVERED IN
 LQ0631'GOOD CONDITION.  STATION MARK PROJECTS 6 INCHES ABOVE SURFACE
 LQ0631'OF GROUND.
 LQ0631
 LQ0631                          STATION RECOVERY (1965)
 LQ0631
 LQ0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0631'STATION MARK, REFERENCE 1 AND 2 AND THE AZIMUTH MARK WERE
 LQ0631'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  NO
 LQ0631'NOTICEABLE DISPLACEMENT WAS NOTED IN THE VICINITY OF THE
 LQ0631'STATION.  DUE TO ROAD CHANGES, FOLLOWING IS A NEW AND COMPLETE
 LQ0631'DESCRIPTION--
 LQ0631'
 LQ0631'STATION IS LOCATED AIRLINE, ABOUT 19 MILES SOUTH OF WENDOVER,
 LQ0631'1/2 MILE WEST OF THE NEVADA-UTAH STATE LINE AND IS ABOUT 35
 LQ0631'FEET WEST OF A PROMINENT ROCKY POINT WHICH IS THE HIGHEST
 LQ0631'POINT OF THE MOUNTAIN.
 LQ0631'
 LQ0631'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40
 LQ0631'AND 50 ALTERNATE WHICH IS ABOUT 1 MILE WEST OF WENDOVER, UTAH,
 LQ0631'GO SOUTH ON U.S. HIGHWAY 50 ALTERNATE FOR 16.6 MILES TO A SIDE
 LQ0631'ROAD LEFT AND SIGN BLUE LAKE.  TURN LEFT AND GO EAST ON A GRAVEL
 LQ0631'ROAD FOR 0.9 MILE TO T-JUNCTION WITH THE OLD HIGHWAY.  TURN
 LQ0631'RIGHT AND GO SOUTH ON THE OLD HIGHWAY FOR 0.15 MILE TO A SIDE
 LQ0631'ROAD LEFT.  TURN LEFT AND GO EASTERLY ON A BLADED ROAD FOR 3.6
 LQ0631'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON
 LQ0631'A BLADED ROAD FOR 0.25 MILE TO A FORK.  KEEP THE RIGHT FORK
 LQ0631'AND FOLLOW THE BLADED ROAD SOUTHERLY UP A DRAW FOR 2.95
 LQ0631'MILES TO A FORK.  KEEP THE LEFT FORK AND CONTINUE SOUTHERLY
 LQ0631'ON THE BLADED ROAD FOR 0.7 MILE TO THE FORKS OF THE DRAW AND
 LQ0631'A VERY DIM TRACK CROSSROAD.  TURN LEFT AND GO EASTERLY ON
 LQ0631'THE TRACK ROAD FOR 1.15 MILES TO WHERE AN OLD RAILROAD TIE
 LQ0631'IS STUCK IN THE GROUND.  TURN LEFT AND CONTINUE NORTH ON THE
 LQ0631'DIM TRACK ROAD FOR 0.8 MILE TO A ROCK OUTCROP ON THE RIGHT
 LQ0631'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON
 LQ0631'DIM TRACK ROAD FOR ABOUT 0.05 MILE THENCE BEAR RIGHT
 LQ0631'THENCE LEFT ONTO A LOW RIDGE AND FOLLOW THE RIDGE
 LQ0631'SOUTHEASTERLY FOR 0.2 MILE TO A ROCK OUTCROP AND THE END
 LQ0631'OF TRUCK TRAVEL.  PACK SOUTHEAST UP THE RIDGE TO THE
 LQ0631'CREST, THENCE LEFT ALONG THE CREST FOR ABOUT 0.1 MILE TO
 LQ0631'THE STATION AS DESCRIBED.  NOTE--A FOUR-WHEEL DRIVE VECHICLE
 LQ0631'IS REQUIRED FOR THE LAST 0.2 MILE OF DESCRIPTION OR FROM THE
 LQ0631'AZIMUTH MARK.
 LQ0631'
 LQ0631'STATION MARK IS A STANDARD DISK, STAMPED FERGUSON 1944, CEMENTED
 LQ0631'IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 6 INCHES
 LQ0631'ABOVE THE GROUND SURFACE.
 LQ0631'
 LQ0631'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FERGUSON NO 1
 LQ0631'1944, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS
 LQ0631'ABOUT 2 FEET ABOVE THE GROUND SURFACE AND IS ABOUT 1 FOOT
 LQ0631'HIGHER IN ELEVATION THAN THE STATION.
 LQ0631'
 LQ0631'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FERGUSON NO 2
 LQ0631'1965, CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 LQ0631'6 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 1 FOOT HIGHER
 LQ0631'IN ELEVATION THAN THE STATION.
 LQ0631'
 LQ0631'AZIMUTH MARK IS A STANDARD DISK, STAMPED FERGUSON 1944, CEMENTED
 LQ0631'IN A DRILL HOLE AN OUTCROP WHICH PROJECTS ABOUT 8 INCHES
 LQ0631'ABOVE THE GROUND SURFACE.  IT IS 15 FEET SOUTH OF THE CENTER
 LQ0631'OF THE TRACK ROAD AND 3.9 FEET SOUTH OF A WITNESS POST.
 LQ0631'
 LQ0631'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LQ0631'
 LQ0631'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19 MILES
 LQ0631'SOUTH OF WENDOVER, UTAH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1571 ***********************************************************************
 KR1571  DESIGNATION -  FERN
 KR1571  PID         -  KR1571
 KR1571  STATE/COUNTY-  NV/LYON
 KR1571  USGS QUAD   -  FERNLEY EAST (1985)
 KR1571
 KR1571                         *CURRENT SURVEY CONTROL
 KR1571  ___________________________________________________________________
 KR1571* NAD 83(1994)-  39 30 10.32666(N)    119 13 23.47007(W)     ADJUSTED  
 KR1571* NAVD 88     -      1413.8    (meters)    4638.     (feet)  VERTCON   
 KR1571  ___________________________________________________________________
 KR1571  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 KR1571  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 KR1571
 KR1571  HORZ ORDER  -  SECOND
 KR1571
 KR1571.The horizontal coordinates were established by classical geodetic methods
 KR1571.and adjusted by the National Geodetic Survey in June 1998..
 KR1571
 KR1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1571
 KR1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1571
 KR1571.The geoid height was determined by GEOID03.
 KR1571
 KR1571;                    North         East     Units Scale Factor Converg.
 KR1571;SPC NV W     - 4,527,616.975   744,971.618   MT  0.99993727   -0 24 25.3
 KR1571;SPC NV W     -14,854,356.69  2,444,127.72   sFT  0.99993727   -0 24 25.3
 KR1571;UTM  11      - 4,374,942.531   308,851.254   MT  1.00004987   -1 24 52.7
 KR1571
 KR1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1571!SPC NV W     -   0.99978203  x   0.99993727  =   0.99971931
 KR1571!UTM  11      -   0.99978203  x   1.00004987  =   0.99983189
 KR1571
 KR1571|---------------------------------------------------------------------|
 KR1571| PID    Reference Object                     Distance      Geod. Az  |
 KR1571|                                                           dddmmss.s |
 KR1571| DB7273 FERN RM 1                             9.277 METERS 02346     |
 KR1571| DB7274 FERN RM 2                            10.377 METERS 11931     |
 KR1571| DB7272 FERN AZ MK                                         3444844.7 |
 KR1571|---------------------------------------------------------------------|
 KR1571
 KR1571                          SUPERSEDED SURVEY CONTROL
 KR1571
 KR1571  NAD 83(1992)-  39 30 10.33264(N)    119 13 23.45760(W) AD(       ) 2
 KR1571  NAD 83(1986)-  39 30 10.33343(N)    119 13 23.45184(W) AD(       ) 2
 KR1571  NAD 27      -  39 30 10.64200(N)    119 13 19.85200(W) AD(       ) 2
 KR1571  NGVD 29 (07/19/86) 1412.8    (m)         4635.     (f) VERT ANG       
 KR1571
 KR1571.Superseded values are not recommended for survey control.
 KR1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1571.See file dsdata.txt to determine how the superseded data were derived.
 KR1571
 KR1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0885174943(NAD 83)
 KR1571_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1571_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KR1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1571+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 KR1571
 KR1571  HISTORY     - Date     Condition        Report By
 KR1571  HISTORY     - 1951     MONUMENTED       CGS
 KR1571  HISTORY     - 1968     SEE DESCRIPTION  CGS
 KR1571  HISTORY     - 1974     SEE DESCRIPTION  USGS
 KR1571  HISTORY     - 20011030 GOOD             NVGS
 KR1571
 KR1571                          STATION DESCRIPTION
 KR1571
 KR1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1571'STATION IS APPROXIMATELY 5.0 MILES NORTH OF JUNCTION OF
 KR1571'U.S. HIGHWAY ALTERNATE 95 AND U.S. HIGHWAY 50, ABOUT 250 FEET
 KR1571'WEST OF CENTERLINE OF U.S. ALTERNATE 95, AND 15 FEET EAST
 KR1571'OF 4 FT ROCK CAIRN.  THERE ARE NO NATURAL FEATURES IN THE
 KR1571'VICINITY.
 KR1571'
 KR1571'TO REACH FROM JUNCTION OF U.S. HIGHWAYS ALTERNATE 95 AND
 KR1571'50, TRAVEL NORTH ON U.S. ALTERNATE 95 FOR 4.6 MILES TO POINT
 KR1571'WHERE ROAD LEVELS AND BEGINS TO SLOPE GENTLY DOWNWARD.  STATION
 KR1571'IS APPROXIMATELY 250 FEET WEST OF CENTERLINE OF HIGHWAY AND
 KR1571'15 FEET EAST OF 4 FT ROCK CAIRN.  AZIMUTH MARK IS 0.8 MILES
 KR1571'NORTH OF THIS POINT, APPROXIMATELY 60 FEET WEST OF CENTERLINE
 KR1571'OF HIGHWAY AT POINT WHERE HIGHWAY STARTS CURVING EASTWARD.
 KR1571'A DRIVE STATION.  OBSERVATIONS TAKEN FROM A 4 FT STAND.
 KR1571'
 KR1571'STATION IS STANDARD BRONZE DISK SET IN 12-INCH CONCRETE POST
 KR1571'PROJECTING ABOUT 6 INCHES ABOVE GROUND.  STAMPED FERN 1951.
 KR1571'
 KR1571'AZIMUTH MARK IS STANDARD BRONZE DISK SET IN 12 INCH CONCRETE
 KR1571'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND NORTHWEST OF STATION.
 KR1571'STAMPED FERN 1951.
 KR1571'
 KR1571'REFERENCE MARK 1 IS STANDARD BRONZE DISK SET IN 12-INCH
 KR1571'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND NORTH-NORTHEAST
 KR1571'OF STATION AND ABOUT 12 INCHES LOWER IN ELEVATION.  STAMPED
 KR1571'FERN NO 1 1951.
 KR1571'
 KR1571'REFERENCE MARK 2 IS STANDARD BRONZE DISK SET IN 12-INCH
 KR1571'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND AND
 KR1571'ABOUT 12 INCHES LOWER IN ELEVATION.  STAMPED FERN NO 2 1951.
 KR1571
 KR1571                          STATION RECOVERY (1968)
 KR1571
 KR1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JY)
 KR1571'THE BENCH MARK WAS DISCOVERED AS DESCRIBED AND FOUND TO BE
 KR1571'IN GOOD CONDITION
 KR1571
 KR1571                          STATION RECOVERY (1974)
 KR1571
 KR1571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WAO)
 KR1571'FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 KR1571'
 KR1571'TO REACH FROM THE STOPLIGHT ON MAIN STREET IN FERNLEY, DRIVE SSE
 KR1571'ON U.S. HWY ALTERNATE 95 FOR 7.5 MILES TO THE NORTH END OF A CUT
 KR1571'SECTION FOR THE HIGHWAY.  TURN RIGHT AND FOLLOW TRACK ROAD ALONG
 KR1571'TOP OF CUT SECTION FOR 0.1 MILES TO TOP.  STATION IS ON THE RIGHT
 KR1571'(WEST) ABOUT 90 FEET.
 KR1571
 KR1571                          STATION RECOVERY (2001)
 KR1571
 KR1571'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6525 ***********************************************************************
 DG6525  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6525  DESIGNATION -  FERNLEY COOP CORS ARP
 DG6525  CORS_ID     -  COF1
 DG6525  PID         -  DG6525
 DG6525  STATE/COUNTY-  NV/LYON
 DG6525  USGS QUAD   -  FERNLEY EAST (1985)
 DG6525
 DG6525                         *CURRENT SURVEY CONTROL
 DG6525  ___________________________________________________________________
 DG6525* NAD 83(CORS)-  39 36 18.04964(N)    119 14 26.22724(W)     ADJUSTED  
 DG6525* NAVD 88     -                                                        
 DG6525  ___________________________________________________________________
 DG6525  EPOCH DATE  -        2002.00
 DG6525  X           -  -2,404,166.723 (meters)                     COMP
 DG6525  Y           -  -4,294,597.839 (meters)                     COMP
 DG6525  Z           -   4,045,091.765 (meters)                     COMP
 DG6525  ELLIP HEIGHT-        1252.52  (meters)          (07/??/04) GPS OBS
 DG6525  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 DG6525
 DG6525  HORZ ORDER  -  SPECIAL (CORS)
 DG6525  ELLP ORDER  -  SPECIAL (CORS)
 DG6525
 DG6525.ITRF positions are available for this station.
 DG6525.The coordinates were established by GPS observations
 DG6525.and adjusted by the National Geodetic Survey in July 2004..
 DG6525.The coordinates are valid at the epoch date displayed above.
 DG6525.The epoch date for horizontal control is a decimal equivalence
 DG6525.of Year/Month/Day.
 DG6525
 DG6525
 DG6525.The PID for the CORS L1 Phase Center is DG6526.
 DG6525
 DG6525.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6525
 DG6525.The ellipsoidal height was determined by GPS observations
 DG6525.and is referenced to NAD 83.
 DG6525
 DG6525.The geoid height was determined by GEOID03.
 DG6525
 DG6525;                    North         East     Units Scale Factor Converg.
 DG6525;SPC NV W     - 4,538,967.568   743,555.222   MT  0.99993921   -0 25 08.5
 DG6525;SPC NV W     -14,891,596.10  2,439,480.76   sFT  0.99993921   -0 25 08.5
 DG6525
 DG6525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6525!SPC NV W     -   0.99980354  x   0.99993921  =   0.99974276
 DG6525
 DG6525                          SUPERSEDED SURVEY CONTROL
 DG6525
 DG6525.No superseded survey control is available for this station.
 DG6525
 DG6525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0763586318(NAD 83)
 DG6525_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG6525
 DG6525                          STATION DESCRIPTION
 DG6525
 DG6525'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG6525'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG6525'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG6525'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG6525'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG6525'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6526 ***********************************************************************
 DG6526  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6526  DESIGNATION -  FERNLEY COOP CORS L1 PHASE CENTER
 DG6526  CORS_ID     -  COF1
 DG6526  PID         -  DG6526
 DG6526  STATE/COUNTY-  NV/LYON
 DG6526  USGS QUAD   -  FERNLEY EAST (1985)
 DG6526
 DG6526                         *CURRENT SURVEY CONTROL
 DG6526  ___________________________________________________________________
 DG6526* NAD 83(CORS)-  39 36 18.04963(N)    119 14 26.22719(W)     ADJUSTED  
 DG6526* NAVD 88     -                                                        
 DG6526  ___________________________________________________________________
 DG6526  EPOCH DATE  -        2002.00
 DG6526  X           -  -2,404,166.748 (meters)                     COMP
 DG6526  Y           -  -4,294,597.887 (meters)                     COMP
 DG6526  Z           -   4,045,091.809 (meters)                     COMP
 DG6526  ELLIP HEIGHT-        1252.59  (meters)          (07/??/04) GPS OBS
 DG6526  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 DG6526
 DG6526  HORZ ORDER  -  SPECIAL (CORS)
 DG6526  ELLP ORDER  -  SPECIAL (CORS)
 DG6526
 DG6526.ITRF positions are available for this station.
 DG6526.The coordinates were established by GPS observations
 DG6526.and adjusted by the National Geodetic Survey in July 2004..
 DG6526.The coordinates are valid at the epoch date displayed above.
 DG6526.The epoch date for horizontal control is a decimal equivalence
 DG6526.of Year/Month/Day.
 DG6526
 DG6526
 DG6526.The PID for the CORS ARP is DG6525.
 DG6526
 DG6526.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6526
 DG6526.The ellipsoidal height was determined by GPS observations
 DG6526.and is referenced to NAD 83.
 DG6526
 DG6526.The geoid height was determined by GEOID03.
 DG6526
 DG6526;                    North         East     Units Scale Factor Converg.
 DG6526;SPC NV W     - 4,538,967.568   743,555.223   MT  0.99993921   -0 25 08.5
 DG6526;SPC NV W     -14,891,596.10  2,439,480.76   sFT  0.99993921   -0 25 08.5
 DG6526
 DG6526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6526!SPC NV W     -   0.99980353  x   0.99993921  =   0.99974275
 DG6526
 DG6526                          SUPERSEDED SURVEY CONTROL
 DG6526
 DG6526.No superseded survey control is available for this station.
 DG6526
 DG6526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0763586318(NAD 83)
 DG6526_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG6526
 DG6526                          STATION DESCRIPTION
 DG6526
 DG6526'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG6526'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG6526'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG6526'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG6526'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG6526'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1719 ***********************************************************************
 KR1719  DESIGNATION -  FERRIS
 KR1719  PID         -  KR1719
 KR1719  STATE/COUNTY-  NV/WASHOE
 KR1719  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR1719
 KR1719                         *CURRENT SURVEY CONTROL
 KR1719  ___________________________________________________________________
 KR1719* NAD 83(1994)-  39 29 57.31273(N)    119 50 07.47691(W)     ADJUSTED  
 KR1719* NAVD 88     -      1452.3    (meters)    4765.     (feet)  VERTCON   
 KR1719  ___________________________________________________________________
 KR1719  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 KR1719  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KR1719
 KR1719  HORZ ORDER  -  FIRST
 KR1719
 KR1719.The horizontal coordinates were established by classical geodetic methods
 KR1719.and adjusted by the National Geodetic Survey in June 1998..
 KR1719
 KR1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1719
 KR1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1719
 KR1719.The geoid height was determined by GEOID03.
 KR1719
 KR1719;                    North         East     Units Scale Factor Converg.
 KR1719;SPC NV W     - 4,527,768.689   692,312.545   MT  1.00004273   -0 47 47.3
 KR1719;SPC NV W     -14,854,854.44  2,271,362.07   sFT  1.00004273   -0 47 47.3
 KR1719;SPC CA 2     -   705,647.065 2,186,157.130   MT  0.99994079   +1 21 52.9
 KR1719;SPC CA 2     - 2,315,110.41  7,172,417.18   sFT  0.99994079   +1 21 52.9
 KR1719;UTM  11      - 4,376,020.592   256,192.418   MT  1.00033192   -1 48 15.8
 KR1719
 KR1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1719!SPC NV W     -   0.99977597  x   1.00004273  =   0.99981869
 KR1719!SPC CA 2     -   0.99977597  x   0.99994079  =   0.99971677
 KR1719!UTM  11      -   0.99977597  x   1.00033192  =   1.00010782
 KR1719
 KR1719|---------------------------------------------------------------------|
 KR1719| PID    Reference Object                     Distance      Geod. Az  |
 KR1719|                                                           dddmmss.s |
 KR1719| DB7275 FERRIS RM 1                           7.334 METERS 05431     |
 KR1719| KR1762 CHALK BLUFF RESET                   APPROX. 3.8 KM 2942823.4 |
 KR1719| KR1718 FERRIS OFFSET                        31.481 METERS 29601     |
 KR1719| DB7276 FERRIS RM 2                           8.930 METERS 33523     |
 KR1719| DB7277 FERRIS RM PLUG                        8.626 METERS 33943     |
 KR1719|---------------------------------------------------------------------|
 KR1719
 KR1719                          SUPERSEDED SURVEY CONTROL
 KR1719
 KR1719  NAD 83(1992)-  39 29 57.31551(N)    119 50 07.47001(W) AD(       ) 1
 KR1719  NAD 83(1986)-  39 29 57.31392(N)    119 50 07.46337(W) AD(       ) 1
 KR1719  NAD 27      -  39 29 57.63700(N)    119 50 03.77400(W) AD(       ) 1
 KR1719  NGVD 29 (07/19/86) 1451.2    (m)         4761.     (f) VERT ANG       
 KR1719
 KR1719.Superseded values are not recommended for survey control.
 KR1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1719.See file dsdata.txt to determine how the superseded data were derived.
 KR1719
 KR1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5619276021(NAD 83)
 KR1719_MARKER: Z = SEE DESCRIPTION
 KR1719_SETTING: 0 = UNSPECIFIED SETTING
 KR1719
 KR1719  HISTORY     - Date     Condition        Report By
 KR1719  HISTORY     - 1934     MONUMENTED       CGS
 KR1719  HISTORY     - 1946     SEE DESCRIPTION  CGS
 KR1719  HISTORY     - 1954     SEE DESCRIPTION  CGS
 KR1719  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KR1719  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KR1719  HISTORY     - 1969     SEE DESCRIPTION  NV-031
 KR1719  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KR1719  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1719
 KR1719                          STATION DESCRIPTION
 KR1719
 KR1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LHT)
 KR1719'ABOUT 2 MILES SOUTHWEST OF RENO.  IT IS ON THE FIRST PROMINENT
 KR1719'POINT OF ROLLING FOOTHILLS, 141 FEET FROM INTERSECTION OF
 KR1719'ROADS LEADING TO ALUM CREEK AND THE ROBERT NELSON RANCH.  THE
 KR1719'MARK IS A STANDARD U.S.C. AND G.S. AND S.S. DISK SET IN A
 KR1719'GRANITE BOULDER ALMOST FLUSH WITH THE GROUND.  MARKED BY A
 KR1719'CAIRN.  REFERENCE POINT 1 IS A MONEL META 1 RIVET SET IN
 KR1719'A GRANITE BOULDER ALMOST FLUSH WITH THE GROUND NORTH OF THE
 KR1719'STATION AND REFERENCE POINT 2 IS A MONEL METAL RIVET SET
 KR1719'IN A BASALT ROCK FLUSH WITH THE GROUND NORTHEAST OF THE
 KR1719'STATION.  BOTH REFERENCE POINTS ARE MARKED BY A CAIRN.
 KR1719
 KR1719                          STATION RECOVERY (1946)
 KR1719
 KR1719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 KR1719'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF RENO
 KR1719'ON A LOW ROLLING HILL.  IT IS A STANDARD DISK STAMPED FERRIS
 KR1719'1934, SET IN THE TOP OF A BOULDER PROJECTING ABOUT 4 INCHES.
 KR1719'THE MARK 140 FEET SOUTHEAST OF A ROAD INTERSECTION, 90 FEET
 KR1719'WEST OF A ROCK PILE, 30 FEET NORTH OF THE EDGE OF THE BLUFF,
 KR1719'AND 6 FEET NORTHWEST OF A WHITE REFERENCE MARK.
 KR1719'
 KR1719'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FERRIS NO. 1
 KR1719'1946, SET IN A SMALL BOULDER FLUSH WITH THE GROUND.  IT IS
 KR1719'ABOUT 35 FEET NORTH OF THE EDGE OF THE CLIFF, AND ABOUT THE
 KR1719'SAME ELEVATION AS THE STATION.
 KR1719'
 KR1719'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FERRIS NO. 2
 KR1719'1946, SET IN A SMALL BOULDER, FLUSH WITH THE GROUND.  IT IS
 KR1719'ABOUT 50 FEET SOUTH OF A TRACK ROAD, 60 FEET NORTH OF THE EDGE
 KR1719'OF THE BLUFF, AND THE SAME ELEVATION AS THE STATION.
 KR1719'
 KR1719'TRIANGULATION STATION MOUNTAIN VIEW WAS USED AS THE AZIMUTH
 KR1719'MARK FOR THIS STATION.  TO REACH THE AZIMUTH MARK SEE DESCRIPTION
 KR1719'CARD FOR SAME.
 KR1719'
 KR1719'TO REACH THE STATION FROM THE JUNCTION OF CALIFORNIA AVENUE AND
 KR1719'SOUTH VERDI ROAD, GO WEST AND SOUTH ON SOUTH VERDI ROAD FOR
 KR1719'1.1 MILES TO A CROSS ROAD, CONTINUE STRAIGHT AHEAD SOUTH ON
 KR1719'PLUMB LANE FOR 0.35 MILE TO THE SUMMIT AND ROAD FORKS AND
 KR1719'THE STATION AS DESCRIBED ABOVE.
 KR1719
 KR1719                          STATION RECOVERY (1954)
 KR1719
 KR1719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WTJ)
 KR1719'STATION RECOVERED AS DESCRIBED.
 KR1719
 KR1719                          STATION RECOVERY (1958)
 KR1719
 KR1719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1719'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED.
 KR1719'BOTH MARKS ARE SOLID.  REFERENCE MARK NO. 2 HAS BEEN DESTROYED.
 KR1719'A NEW SURFACE AND UNDERGROUND MARK WAS ESTABLISHED.  THE
 KR1719'MARKS BEING STANDARD REFERENCE MARK DISKS STAMPED FERRIS OFFSET
 KR1719'1934, AND SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE
 KR1719'OF THE GROUND.
 KR1719'
 KR1719'DUE TO CONSTRUCTION AND CHANGES IN THE VICINITY OF THE STATION
 KR1719'SITE, A NEW DESCRIPTION FOLLOWS--
 KR1719'
 KR1719'THE STATION IS ON TOP OF THE HILL 0.05 MILE SOUTHEAST OF THE
 KR1719'INTERSECTION OF HUNTER LAKE DRIVE AND BERKELEY DRIVE IN SOUTHWEST
 KR1719'RENO.  THE AREA SURROUNDING THE STATION HAS BEEN USED AS AN
 KR1719'OCCASIONAL DUMPING GROUND AND A CIRCULAR ROAD TURN-AROUND
 KR1719'IS AT THE NORTH SIDE OF THE STATION.  THIS AREA IS NOW IN A
 KR1719'NEW RESIDENTIAL DISTRICT AND A NEW HOME IS UNDER CONSTRUCTION
 KR1719'JUST ACROSS HUNTER LAKE DRIVE TO THE WEST.  SEVERAL NEW HOMES
 KR1719'ARE ON THE BROW OF THE HILL TO THE NORTH OF THE STATION.
 KR1719'
 KR1719'THE STATION MARK, STAMPED FERRIS 1934, IS A NEVADA GEODETIC
 KR1719'SURVEY STATION DISK SET IN A BOULDER ABOUT 1 INCH BELOW THE
 KR1719'GROUND SURFACE.  IT IS 105 FEET EAST OF THE CUT BANK ON THE
 KR1719'EAST SIDE OF HUNTER LAKE DRIVE.
 KR1719'
 KR1719'REFERENCE MARK 1, STAMPED FERRIS NO 1 1946, IS IN A SMALL
 KR1719'BOULDER PROJECTING ABOUT 2 INCHES.  IT IS IN THE APPROXIMATE
 KR1719'CENTER OF THE ROAD TURN-AROUND TO THE NORTHEAST OF THE STATION
 KR1719'AND IS SUBJECT TO BEING RUN OVER BY VEHICLES.
 KR1719'
 KR1719'A STEEL PLUG WITH ROUNDED HEAD IS SET IN A SMALL BOULDER ABOUT
 KR1719'FLUSH WITH THE GROUND AND WAS USED FOR A REFERENCE MARK.  ORIGIN OF
 KR1719'THIS MARK NOT KNOWN.
 KR1719'
 KR1719'THE OFFSET MARK IS AT THE TOP OF THE CUT BANK (ABOUT 3 FEET
 KR1719'EAST OF THE EDGE) ON THE EAST SIDE OF HUNTER LAKE DRIVE, 20-1/2
 KR1719'FEET NORTH-NORTHEAST OF A POWER POLE AND ACROSS THE ROAD
 KR1719'EAST OF THE NEW HOME UNDER CONSTRUCTION.
 KR1719'
 KR1719'DIRECTION TO THE OFFSET WERE TAKEN FROM BENCH MARK J-147 AS
 KR1719'A CHECK AGAINST THE DISTANCE AND DIRECTION MEASUREMENT AS SET
 KR1719'OFF FROM FERRIS 1946.
 KR1719
 KR1719                          STATION RECOVERY (1967)
 KR1719
 KR1719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 KR1719'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  R.M. 1
 KR1719'WAS RECOVERED IN GOOD CONDITION.  NEW REFERENCES WERE MADE TO THE
 KR1719'STATION FOR FUTURE RECOVERY OF THE STATION.  IT IS 151.0 FEET
 KR1719'NORTHEAST OF A 70 FOOT HIGH POWER POLE 124248 PAINTED A LIGHT
 KR1719'GREY.  141.5 FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE
 KR1719'RETAINING WALL AT RESIDENCE NUMBER 2335.  THE MARK IS FLUSH
 KR1719'WITH THE GROUND.
 KR1719'
 KR1719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.4 MILES
 KR1719'SOUTHWEST OF RENO
 KR1719
 KR1719                          STATION RECOVERY (1969)
 KR1719
 KR1719'RECOVERY NOTE BY WASHOE COUNTY NEVADA 1969 (DWH)
 KR1719'THE STATION ITSELF HAS BEEN OBLITERATED (MISSING).
 KR1719'
 KR1719'I ONLY SEARCHED FOR THE STATION ITSELF, AS I KNEW RIGHT
 KR1719'WHERE TO LOOK FOR IT FROM PAST EXPERIENCE.  AN ACRE OR MORE
 KR1719'WAS PLANED OFF THE TOP OF THE HILL BY A LOCAL CONTRACTOR IN
 KR1719'MAY OR JUNE FOR A DEPTH OF FOUR FEET, MORE OR LESS, OBLITERATING
 KR1719'THE STATION.
 KR1719'
 KR1719'I RECOMMEND THIS STATION BE RELOCATED DUE TO RAPID DEVELOPMENT
 KR1719'IN THE IMMEDIATE AREA.
 KR1719
 KR1719                          STATION RECOVERY (1969)
 KR1719
 KR1719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LS)
 KR1719'THE STATION MARK, REFERENCE MARK 1, AND REFERENCE POINT (PLUG)
 KR1719'WERE FOUND TO HAVE BEEN DESTROYED WHEN THE TOP OF THE HILL
 KR1719'ON WHICH THE MARKS WERE LOCATED WAS RECENTLY GRADED DOWN
 KR1719'ABOUT 4 FEET.  STATION LOST.
 KR1719
 KR1719                          STATION RECOVERY (2003)
 KR1719
 KR1719'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1718 ***********************************************************************
 KR1718  DESIGNATION -  FERRIS OFFSET
 KR1718  PID         -  KR1718
 KR1718  STATE/COUNTY-  NV/WASHOE
 KR1718  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR1718
 KR1718                         *CURRENT SURVEY CONTROL
 KR1718  ___________________________________________________________________
 KR1718* NAD 83(1994)-  39 29 57.76052(N)    119 50 08.66111(W)     ADJUSTED  
 KR1718* NAVD 88     -      1452.     (meters)    4764.     (feet)  SCALED    
 KR1718  ___________________________________________________________________
 KR1718  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 KR1718  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KR1718
 KR1718  HORZ ORDER  -  SECOND
 KR1718
 KR1718.The horizontal coordinates were established by classical geodetic methods
 KR1718.and adjusted by the National Geodetic Survey in June 1998..
 KR1718
 KR1718.The orthometric height was scaled from a topographic map.
 KR1718
 KR1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1718
 KR1718.The geoid height was determined by GEOID03.
 KR1718
 KR1718;                    North         East     Units Scale Factor Converg.
 KR1718;SPC NV W     - 4,527,782.892   692,284.445   MT  1.00004281   -0 47 48.1
 KR1718;SPC NV W     -14,854,901.04  2,271,269.88   sFT  1.00004281   -0 47 48.1
 KR1718;SPC CA 2     -   705,660.197 2,186,128.517   MT  0.99994081   +1 21 52.2
 KR1718;SPC CA 2     - 2,315,153.50  7,172,323.31   sFT  0.99994081   +1 21 52.2
 KR1718;UTM  11      - 4,376,035.291   256,164.564   MT  1.00033209   -1 48 16.6
 KR1718
 KR1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1718!SPC NV W     -   0.99977600  x   1.00004281  =   0.99981880
 KR1718!SPC CA 2     -   0.99977600  x   0.99994081  =   0.99971682
 KR1718!UTM  11      -   0.99977600  x   1.00033209  =   1.00010802
 KR1718
 KR1718                          SUPERSEDED SURVEY CONTROL
 KR1718
 KR1718  NAD 83(1992)-  39 29 57.76329(N)    119 50 08.65421(W) AD(       ) 2
 KR1718  NAD 83(1986)-  39 29 57.76165(N)    119 50 08.64745(W) AD(       ) 2
 KR1718  NAD 27      -  39 29 58.08510(N)    119 50 04.95810(W) AD(       ) 2
 KR1718
 KR1718.Superseded values are not recommended for survey control.
 KR1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1718.See file dsdata.txt to determine how the superseded data were derived.
 KR1718
 KR1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5616576035(NAD 83)
 KR1718
 KR1718  HISTORY     - Date     Condition        Report By
 KR1718  HISTORY     - 1958     MONUMENTED       CGS
 KR1718  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KR1718
 KR1718                          STATION DESCRIPTION
 KR1718
 KR1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1718'THE STATION IS ON TOP OF THE HILL 0.05 MILE SOUTH-SOUTHEAST
 KR1718'OF THE INTERSECTION OF HUNTER LAKE DRIVE AND BERKELEY DRIVE
 KR1718'IN SOUTHWEST RENO.  AT THE TOP OF THE CUT BANK (ABOUT 3 FEET
 KR1718'EAST OF THE EDGE) ON THE EAST SIDE OF HUNTER LAKE DRIVE, 20-1/2
 KR1718'FEET NORTH-NORTHEAST OF A POWER POLE AND ACROSS THE ROAD
 KR1718'EAST OF A NEW HOME UNDER CONSTRUCTION.
 KR1718'
 KR1718'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 KR1718'FERRIS (NGS 1934) 1946, DISTANCE BEING 103.30 FEET - 31.484
 KR1718'METERS WEST-NORTHWEST OF STATION FERRIS.
 KR1718'
 KR1718'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS (REFERENCE
 KR1718'MARKS) STAMPED FERRIS OFFSET 1934, AND SET IN A ROUND CONCRETE
 KR1718'POST FLUSH WITH THE SURFACE OF THE GROUND.  THIS OFFSET
 KR1718'STATION ESTABLISHED BECAUSE OF THE PROBABLE EVENTUAL DESTRUCTION
 KR1718'OF THE STATION FERRIS.
 KR1718
 KR1718                          STATION RECOVERY (1967)
 KR1718
 KR1718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 KR1718'STATION HAS BEEN DESTROYED BY ROAD WIDENING, THE BANK ALONGSIDE
 KR1718'THE ROAD WAS CUT BACK 20 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0610 ***********************************************************************
 FS0610  FBN         -  This is a Federal Base Network Control Station.
 FS0610  DESIGNATION -  FERRY
 FS0610  PID         -  FS0610
 FS0610  STATE/COUNTY-  NV/CLARK
 FS0610  USGS QUAD   -  FOURTH OF JULY MOUNT (1989)
 FS0610
 FS0610                         *CURRENT SURVEY CONTROL
 FS0610  ___________________________________________________________________
 FS0610* NAD 83(1999)-  35 28 33.23159(N)    114 48 45.92065(W)     ADJUSTED  
 FS0610* NAVD 88     -       737.546  (meters)    2419.77   (feet)  POSTED    
 FS0610  ___________________________________________________________________
 FS0610  EPOCH DATE  -        1999.37
 FS0610  X           -  -2,182,428.583 (meters)                     COMP
 FS0610  Y           -  -4,720,447.947 (meters)                     COMP
 FS0610  Z           -   3,681,401.828 (meters)                     COMP
 FS0610  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 FS0610  ELLIP HEIGHT-         708.59  (meters)          (05/16/00) GPS OBS
 FS0610  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FS0610  DYNAMIC HT  -         736.760 (meters)    2417.19  (feet)  COMP
 FS0610  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 FS0610
 FS0610  HORZ ORDER  -  A
 FS0610  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0610  ELLP ORDER  -  FOURTH    CLASS I
 FS0610
 FS0610.The horizontal coordinates were established by GPS observations
 FS0610.and adjusted by the National Geodetic Survey in May 2000..
 FS0610.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 FS0610.DATUM ITEM on the data sheet items page.
 FS0610.The horizontal coordinates are valid at the epoch date displayed above.
 FS0610.The epoch date for horizontal control is a decimal equivalence
 FS0610.of Year/Month/Day.
 FS0610
 FS0610.The orthometric height was determined by differential leveling
 FS0610.and adjusted by the National Geodetic Survey in 1992..
 FS0610.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0610.rate of 3.1 thru 4.0 mm/km.
 FS0610
 FS0610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FS0610
 FS0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0610
 FS0610.The ellipsoidal height was determined by GPS observations
 FS0610.and is referenced to NAD 83.
 FS0610
 FS0610.The geoid height was determined by GEOID03.
 FS0610
 FS0610.The dynamic height is computed by dividing the NAVD 88
 FS0610.geopotential number by the normal gravity value computed on the
 FS0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0610.degrees latitude (g = 980.6199 gals.).
 FS0610
 FS0610.The modeled gravity was interpolated from observed gravity values.
 FS0610
 FS0610;                    North         East     Units Scale Factor Converg.
 FS0610;SPC NV E     - 8,080,797.875   269,928.616   MT  0.99996024   +0 26 50.0
 FS0610;SPC NV E     -26,511,751.03    885,590.80   sFT  0.99996024   +0 26 50.0
 FS0610;SPC AZ W     -   496,903.078   116,912.633   MT  1.00004793   -0 37 00.6
 FS0610;SPC AZ W     - 1,630,259.44    383,571.63   iFT  1.00004793   -0 37 00.6
 FS0610;UTM  11      - 3,928,019.266   698,443.067   MT  1.00008531   +1 16 11.3
 FS0610
 FS0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0610!SPC NV E     -   0.99988879  x   0.99996024  =   0.99984904
 FS0610!SPC AZ W     -   0.99988879  x   1.00004793  =   0.99993672
 FS0610!UTM  11      -   0.99988879  x   1.00008531  =   0.99997409
 FS0610
 FS0610|---------------------------------------------------------------------|
 FS0610| PID    Reference Object                     Distance      Geod. Az  |
 FS0610|                                                           dddmmss.s |
 FS0610| FS0613 FERRY RM 1                           17.675 METERS 05355     |
 FS0610| FS0611 FERRY RM 2                           14.040 METERS 15453     |
 FS0610| FS1172 IRETEBA                             APPROX.13.3 KM 3533507.2 |
 FS0610|---------------------------------------------------------------------|
 FS0610
 FS0610                          SUPERSEDED SURVEY CONTROL
 FS0610
 FS0610  NAD 83(1994)-  35 28 33.23071(N)    114 48 45.91897(W) AD(       ) B
 FS0610  ELLIP H (03/30/95)  708.65   (m)                       GP(       ) 4 1
 FS0610  NAD 83(1992)-  35 28 33.23302(N)    114 48 45.91976(W) AD(       ) 1
 FS0610  NAD 83(1992)-  35 28 33.22971(N)    114 48 45.92035(W) AD(       ) 1
 FS0610  NAD 83(1986)-  35 28 33.23081(N)    114 48 45.90855(W) AD(       ) 1
 FS0610  NAD 27      -  35 28 33.26000(N)    114 48 42.99500(W) AD(       ) 1
 FS0610  NAVD 88 (03/30/95)  737.55   (m)         2419.8    (f) LEVELING    3  
 FS0610  NGVD 29 (??/??/92)  736.800  (m)         2417.32   (f) ADJ UNCH    1 2
 FS0610
 FS0610.Superseded values are not recommended for survey control.
 FS0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0610.See file dsdata.txt to determine how the superseded data were derived.
 FS0610
 FS0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9844328019(NAD 83)
 FS0610_MARKER: DS = TRIANGULATION STATION DISK
 FS0610_SETTING: 66 = SET IN ROCK OUTCROP
 FS0610_SP_SET: BOULDER
 FS0610_STAMPING: FERRY 1934
 FS0610_MARK LOGO: CGS   
 FS0610_MAGNETIC: N = NO MAGNETIC MATERIAL
 FS0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0610+STABILITY: POSITION/ELEVATION WELL
 FS0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0610+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 FS0610
 FS0610  HISTORY     - Date     Condition        Report By
 FS0610  HISTORY     - 1934     MONUMENTED       CGS
 FS0610  HISTORY     - 1935     GOOD             CGS
 FS0610  HISTORY     - 1941     GOOD             CGS
 FS0610  HISTORY     - 1949     GOOD             NGS
 FS0610  HISTORY     - 1955     GOOD             CGS
 FS0610  HISTORY     - 1957     GOOD             USGS
 FS0610  HISTORY     - 19940318 GOOD             NGS
 FS0610  HISTORY     - 19981210 GOOD             NGS
 FS0610  HISTORY     - 20050518 GOOD             BOR
 FS0610
 FS0610                          STATION DESCRIPTION
 FS0610
 FS0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS0610'THE STATION IS LOCATED ABOUT 8 MILES, AIR LINE, W OF WHERE THE
 FS0610'AERIAL FERRY CROSSES THE COLORADO RIVER AND 5 MILES, AIR LINE,
 FS0610'E OF THE TOWN OF SEARCHLIGHT.  IT IS ON A SMALL KNOLL LYING
 FS0610'BETWEEN A FORK OF THE AERIAL FERRY ROAD, 100 YARDS E OF THE
 FS0610'FORK.  ONE FORK PASSES AROUND THE N BASE OF THIS KNOLL AND
 FS0610'THE OTHER FORK PASSES ABOUT 30 YARDS S OF THE SUMMIT AND
 FS0610'STATION.
 FS0610'
 FS0610'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 FS0610'WEDGED IN DRILL HOLES IN BOULDERS.
 FS0610'
 FS0610'TO REACH FROM SEARCHLIGHT AS FOLLOWS--FROM THE NEVADA HOTEL
 FS0610'GO N ON LAS VEGAS ROAD 0.1 MILE, TURN RIGHT ON AERIAL FERRY
 FS0610'ROAD AND FOLLOW SIGNS, ASPER FERRY 2.0 MILES, TAKE RIGHT FORK
 FS0610'AND GO 0.4 MILE, TAKE LEFT FORK GO 0.5 MILE, TAKE LEFT FORK
 FS0610'AND GO 1.3 MILES, TAKE LEFT FORK AND GO 1.0 MILE, TAKE RIGHT
 FS0610'CLIMBING OUT OF WASH AND GO 0.5 MILE.  HERE TAKE RIGHT FORK
 FS0610'AND GO 100 YARDS TO THE TOP OF THE KNOLL AND THE STATION.
 FS0610
 FS0610                          STATION RECOVERY (1935)
 FS0610
 FS0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GRF)
 FS0610'ABOUT 6.2 MILES E ALONG THE ROAD LEADING TO AERIAL FERRY
 FS0610'AND CHLORIDE FROM SEARCHLIGHT, ABOUT 118 YARDS E OF A SIGN
 FS0610'POINTING TO AERIAL FERRY AT A ROAD INTERSECTION, AT THE TOP OF
 FS0610'A SMALL MOUND BETWEEN TWO ROADS, ABOUT 93 FEET SOUTH OF THE
 FS0610'CENTER LINE OF THE NORTH ROAD, ABOUT 100 FEET N OF THE CENTER
 FS0610'LINE OF THE SOUTH ROAD, IN A ROCK OUTCROP, AND ABOUT LEVEL
 FS0610'WITH THE GROUND.
 FS0610'
 FS0610'A STANDARD TRIANGULATION STATION DISK, STAMPED FERRY 1934.
 FS0610'
 FS0610'R.M. NO. 1 IS ABOUT 137 YARDS E OF A SIGN POINTING TO AERIAL
 FS0610'FERRY AT A ROAD INTERSECTION, AT THE TOP OF A SANDY MOUND
 FS0610'BETWEEN TWO ROADS, ABOUT 82 FEET S OF THE CENTER LINE OF THE
 FS0610'NORTH ROAD, AND ABOUT 127 FEET N OF THE CENTER LINE OF THE SOUTH
 FS0610'ROAD, IN A ROCK OUTCROP.
 FS0610'
 FS0610'A STANDARD TRIANGULATION STATION REFERENCE MARK DISK, STAMPED
 FS0610'R.M. 1 FERRY 1934.
 FS0610'
 FS0610'R.M. NO. 2 IS ABOUT 118 YARDS E OF A SIGN POINTING TO AERIAL
 FS0610'FERRY AT A ROAD INTERSECTION, AT THE TOP OF A SANDY MOUND
 FS0610'BERWEEN TWO ROADS, ABOUT 141 FEET S OF THE CENTER LINE OF THE
 FS0610'NORTH ROAD, ABOUT 62 FEET N OF THE CENTER LINE OF THE SOUTH
 FS0610'ROAD, IN A ROCK OUTCROP, AND ABOUT LEVEL WITH THE GROUND.
 FS0610'
 FS0610'A STANDARD TRIANGULATION STATION REFERENCE MARK DISK, STAMPED
 FS0610'R.M. 2 FERRY 1934.
 FS0610
 FS0610                          STATION RECOVERY (1941)
 FS0610
 FS0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 FS0610'THIS STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FS0610'PARTY DID NOT HAVE A COPY OF THE ORIGINAL DESCRIPTION AT THE
 FS0610'TIME OF RECOVERY.
 FS0610'
 FS0610'STATION IS A STANDARD DISK SET HORIZONTALLY IN TOP OF BOULDER
 FS0610'FLUSH WITH THE GROUND.  IT IS ON THE RIGHT OF WAY OF ROAD TO
 FS0610'AERIAL FERRY.  IT IS ON TOP OF A SMALL RIDGE, BETWEEN TWO ROADS.
 FS0610'ABOUT 118 YARDS EAST OF THE INTERSECTION OF THE ROADS.  100
 FS0610'FEET SOUTH OF THE CENTER LINE OF THE ROAD TO AERIAL FERRY.
 FS0610'15 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING TO THE
 FS0610'SOUTHEAST.  3 FEET NORTH OF A 4 X 4 INCH WHITE POST PROJECTING
 FS0610'ABOUT 2 FEET.
 FS0610'
 FS0610'R.M. 1 IS A STANDARD DISK SET HORIZONTALLY IN TOP OF A BOULDER
 FS0610'PROJECTING ABOUT 1.2 FEET.  IT IS 58 FEET NE OF STATION.
 FS0610'
 FS0610'R.M. 2 IS A STANDARD DISK SET HORIZONTALLY IN TOP OF BOULDER
 FS0610'PROJECTING ABOUT 0.4 FEET.  IT IS 47 FEET SOUTH OF THE STATION.
 FS0610'
 FS0610'TO REACH THE STATION FROM SEARCHLIGHT, NEVADA GO 6.3 MILES EAST
 FS0610'ON ROAD TO AERIAL FERRY TO SITE OF STATION.
 FS0610
 FS0610                          STATION RECOVERY (1949)
 FS0610
 FS0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FS0610'6.2 MI E FROM SEARCHLIGHT.
 FS0610'0.2 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 FS0610'SEARCHLIGHT, THENCE 6.0 MILES EAST ALONG THE COTTONWOOD LANDING
 FS0610'ROAD, ON THE TOP OF A SMALL HILL, 78 FEET NORTHEAST OF THE
 FS0610'CENTER OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, 146
 FS0610'FEET SOUTH OF THE APPROXIMATE CENTER OF A DRY WASH, 58.1 FEET
 FS0610'SOUTHWEST OF FERRY RM 1, 14 FEET NORTHWEST OF THE CENTER LINE
 FS0610'OF THE ROAD, 2.5 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL
 FS0610'WITH THE ROAD, AND IN THE TOP OF A BOULDER FLUSH WITH THE
 FS0610'GROUND.
 FS0610
 FS0610                          STATION RECOVERY (1955)
 FS0610
 FS0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS0610'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FS0610'CONDITION.  THE DESCRIPTION IS ADEQUATE AND CORRECT.
 FS0610
 FS0610                          STATION RECOVERY (1957)
 FS0610
 FS0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FS0610'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 FS0610'NOT OBSERVED.
 FS0610
 FS0610                          STATION RECOVERY (1994)
 FS0610
 FS0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 FS0610'STATION IS LOCATED ABOUT 10 KM (6.20 MI) EAST OF SEARCHLIGHT, 12 KM
 FS0610'(7.45 MI) EAST OF THE COLORADO RIVER, 200 M (656.2 FT) SOUTH OF A
 FS0610'PAVED ROAD, IN A NARROW DIRT STRIP BETWEEN TWO OLD UNUSED GRADED
 FS0610'ROADS, IN THE SOUTHEAST 1/4 OF SECTION 27, T 28 S, R 64 E.
 FS0610'OWNERSHIP--US BUREAU OF LAND MANAGEMENT. TO REACH FROM THE JUNCTION OF
 FS0610'US HIGHWAY 95, STATE HIGHWAY 164 AND COTTONWOOD COVE ROAD IN
 FS0610'SEARCHLIGHT, GO EAST ON COTTONWOOD COVE ROAD FOR 1.8 KM (1.10 MI) TO A
 FS0610'CATTLE GUARD.  CONTINUE AHEAD FOR 7.54 KM (4.70 MI) TO A UTILITY LINE
 FS0610'ACROSS THE ROAD AND BENCH MARK W 110 ON THE RIGHT.  CONTINUE AHEAD FOR
 FS0610'0.36 KM (0.20 MI) TO A DIM ROAD RIGHT JUST BEFORE REACHING MILEPOST 6.
 FS0610'BEAR RIGHT, DOWNGRADE, SOUTHEAST, ON OLD GRADED ROAD FOR 0.29 KM (0.20
 FS0610'MI) TO THE STATION ON THE RIGHT ON A CUTBANK. STATION MARK IS A DISK
 FS0610'SET IN A DRILL HOLE IN AN 0.3 M (1.0 FT) X 0.4 M (1.3 FT) OUTCROP
 FS0610'PROJECTING 10 CM AB0VE GROUND.  IT IS ABOUT 10 M (32.8 FT) SOUTH OF,
 FS0610'AND 1 M (3.3 FT) HIGHER THAN THE UNUSED ROAD, 4.5 M (14.8 FT) NORTH
 FS0610'OF, AND 0.5 M (1.6 FT) HIGHER THAN THE CENTER OF A BLOCKED-OFF GRADED
 FS0610'ROAD, 2.2 M (7.2 FT) SOUTH OF A FIBERGLASS WITNESS POST, 0.8 M (2.6
 FS0610'FT) NORTH OF A METAL WITNESS POST SANS SIGN, AND 5.5 M (18.0 FT)
 FS0610'WEST-NORTHWEST OF A BROWN BLM FIBERGLASS WITNESS POST IN THE ROAD.
 FS0610
 FS0610                          STATION RECOVERY (1998)
 FS0610
 FS0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 FS0610'RECOVERED AS DESCRIBED.
 FS0610
 FS0610                          STATION RECOVERY (2005)
 FS0610
 FS0610'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2005
 FS0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0613 ***********************************************************************
 FS0613  DESIGNATION -  FERRY RM 1
 FS0613  PID         -  FS0613
 FS0613  STATE/COUNTY-  NV/CLARK
 FS0613  USGS QUAD   -  FOURTH OF JULY MOUNT (1989)
 FS0613
 FS0613                         *CURRENT SURVEY CONTROL
 FS0613  ___________________________________________________________________
 FS0613* NAD 83(1986)-  35 28 34.     (N)    114 48 45.     (W)     SCALED    
 FS0613* NAVD 88     -       736.672  (meters)    2416.90   (feet)  POSTED    
 FS0613  ___________________________________________________________________
 FS0613  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FS0613  DYNAMIC HT  -         735.880 (meters)    2414.30  (feet)  COMP
 FS0613  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 FS0613
 FS0613  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0613
 FS0613.The horizontal coordinates were scaled from a topographic map and have
 FS0613.an estimated accuracy of +/- 6 seconds.
 FS0613
 FS0613.The orthometric height was determined by differential leveling
 FS0613.and adjusted by the National Geodetic Survey in 1992..
 FS0613.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0613.rate of 1.1 thru 2.0 mm/km.
 FS0613
 FS0613.The geoid height was determined by GEOID03.
 FS0613
 FS0613.The dynamic height is computed by dividing the NAVD 88
 FS0613.geopotential number by the normal gravity value computed on the
 FS0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0613.degrees latitude (g = 980.6199 gals.).
 FS0613
 FS0613.The modeled gravity was interpolated from observed gravity values.
 FS0613
 FS0613;                    North         East    Units  Estimated Accuracy
 FS0613;SPC NV E     - 8,080,820.      269,950.      MT  (+/- 180 meters Scaled)
 FS0613
 FS0613                          SUPERSEDED SURVEY CONTROL
 FS0613
 FS0613  NGVD 29 (??/??/92)  735.925  (m)         2414.45   (f) ADJ UNCH    1 2
 FS0613
 FS0613.Superseded values are not recommended for survey control.
 FS0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0613.See file dsdata.txt to determine how the superseded data were derived.
 FS0613
 FS0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV984280(NAD 83)
 FS0613_MARKER: DR = REFERENCE MARK DISK
 FS0613_SETTING: 80 = SET IN A BOULDER
 FS0613_SP_SET: BOULDER
 FS0613_STAMPING: FERRY NO 1 1934
 FS0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0613+STABILITY: SURFACE MOTION
 FS0613
 FS0613  HISTORY     - Date     Condition        Report By
 FS0613  HISTORY     - 1934     MONUMENTED       CGS
 FS0613  HISTORY     - 1949     GOOD             NGS
 FS0613  HISTORY     - 19870424 POOR             USPSQD
 FS0613
 FS0613                          STATION DESCRIPTION
 FS0613
 FS0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0613'6.2 MI E FROM SEARCHLIGHT.
 FS0613'0.2 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 FS0613'SEARCHLIGHT, THENCE 6.0 MILES EAST ALONG THE COTTONWOOD LANDING
 FS0613'ROAD, ON THE TOP OF A SMALL HILL, IN THE TOP OF A BOULDER WHICH
 FS0613'PROJECTS ABOUT 0.1 FOOT ABOVE GROUND, 136 FEET NORTHEAST OF
 FS0613'THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST,
 FS0613'58.1 FEET NORTHEAST OF TRIANGULATION STATION FERRY, 12 1/2
 FS0613'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTHWEST
 FS0613'OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
 FS0613
 FS0613                          STATION RECOVERY (1987)
 FS0613
 FS0613'RECOVERY NOTE BY US POWER SQUADRON 1987 (LN)
 FS0613'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0611 ***********************************************************************
 FS0611  DESIGNATION -  FERRY RM 2
 FS0611  PID         -  FS0611
 FS0611  STATE/COUNTY-  NV/CLARK
 FS0611  USGS QUAD   -  FOURTH OF JULY MOUNT (1989)
 FS0611
 FS0611                         *CURRENT SURVEY CONTROL
 FS0611  ___________________________________________________________________
 FS0611* NAD 83(1986)-  35 28 33.     (N)    114 48 45.     (W)     SCALED    
 FS0611* NAVD 88     -       737.145  (meters)    2418.45   (feet)  POSTED    
 FS0611  ___________________________________________________________________
 FS0611  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FS0611  DYNAMIC HT  -         736.360 (meters)    2415.87  (feet)  COMP
 FS0611  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 FS0611
 FS0611  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0611
 FS0611.The horizontal coordinates were scaled from a topographic map and have
 FS0611.an estimated accuracy of +/- 6 seconds.
 FS0611
 FS0611.The orthometric height was determined by differential leveling
 FS0611.and adjusted by the National Geodetic Survey in 1992..
 FS0611.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0611.rate of 4.1 thru 8.0 mm/km.
 FS0611
 FS0611.The geoid height was determined by GEOID03.
 FS0611
 FS0611.The dynamic height is computed by dividing the NAVD 88
 FS0611.geopotential number by the normal gravity value computed on the
 FS0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0611.degrees latitude (g = 980.6199 gals.).
 FS0611
 FS0611.The modeled gravity was interpolated from observed gravity values.
 FS0611
 FS0611;                    North         East    Units  Estimated Accuracy
 FS0611;SPC NV E     - 8,080,790.      269,950.      MT  (+/- 180 meters Scaled)
 FS0611
 FS0611                          SUPERSEDED SURVEY CONTROL
 FS0611
 FS0611  NGVD 29 (??/??/92)  736.398  (m)         2416.00   (f) ADJ UNCH    1 2
 FS0611
 FS0611.Superseded values are not recommended for survey control.
 FS0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0611.See file dsdata.txt to determine how the superseded data were derived.
 FS0611
 FS0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV984280(NAD 83)
 FS0611_MARKER: DR = REFERENCE MARK DISK
 FS0611_SETTING: 80 = SET IN A BOULDER
 FS0611_SP_SET: BOULDER
 FS0611_STAMPING: FERRY NO 2 1934
 FS0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0611+STABILITY: SURFACE MOTION
 FS0611
 FS0611  HISTORY     - Date     Condition        Report By
 FS0611  HISTORY     - 1934     MONUMENTED       CGS
 FS0611  HISTORY     - 1949     GOOD             NGS
 FS0611
 FS0611                          STATION DESCRIPTION
 FS0611
 FS0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0611'6.2 MI E FROM SEARCHLIGHT.
 FS0611'0.2 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 FS0611'SEARCHLIGHT, THENCE 6.0 MILES EAST ALONG THE COTTONWOOD LANDING
 FS0611'ROAD, ON THE TOP OF A SMALL HILL, IN THE TOP OF A BOULDER WHICH
 FS0611'PROJECTS ABOUT 0.2 FOOT ABOVE GROUND, 88 FEET EAST OF THE
 FS0611'CENTER OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, 68 FEET
 FS0611'NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING SOUTHEAST, 46
 FS0611'FEET SOUTHEAST OF TRIANGULATION STATION FERRY, 32 FEET SOUTHEAST
 FS0611'OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A WITNESS
 FS0611'POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0911 ***********************************************************************
 LR0911  DESIGNATION -  FIN
 LR0911  PID         -  LR0911
 LR0911  STATE/COUNTY-  NV/EUREKA
 LR0911  USGS QUAD   -  DUNPHY (1986)
 LR0911
 LR0911                         *CURRENT SURVEY CONTROL
 LR0911  ___________________________________________________________________
 LR0911* NAD 83(1994)-  40 41 32.66727(N)    116 31 45.16180(W)     ADJUSTED  
 LR0911* NAVD 88     -      1590.9    (meters)    5219.     (feet)  VERTCON   
 LR0911  ___________________________________________________________________
 LR0911  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 LR0911  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 LR0911
 LR0911  HORZ ORDER  -  SECOND
 LR0911
 LR0911.The horizontal coordinates were established by classical geodetic methods
 LR0911.and adjusted by the National Geodetic Survey in June 1998..
 LR0911
 LR0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0911
 LR0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0911
 LR0911.The geoid height was determined by GEOID03.
 LR0911
 LR0911;                    North         East     Units Scale Factor Converg.
 LR0911;SPC NV E     - 8,659,920.839   120,056.984   MT  0.99997864   -0 37 00.3
 LR0911;SPC NV E     -28,411,756.95    393,886.96   sFT  0.99997864   -0 37 00.3
 LR0911;SPC NV C     - 6,659,499.665   511,617.243   MT  0.99990166   +0 05 22.6
 LR0911;SPC NV C     -21,848,708.48  1,678,530.90   sFT  0.99990166   +0 05 22.6
 LR0911;UTM  11      - 4,504,718.851   539,777.588   MT  0.99961947   +0 18 25.0
 LR0911
 LR0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0911!SPC NV E     -   0.99975360  x   0.99997864  =   0.99973225
 LR0911!SPC NV C     -   0.99975360  x   0.99990166  =   0.99965529
 LR0911!UTM  11      -   0.99975360  x   0.99961947  =   0.99937317
 LR0911
 LR0911|---------------------------------------------------------------------|
 LR0911| PID    Reference Object                     Distance      Geod. Az  |
 LR0911|                                                           dddmmss.s |
 LR0911| DD5850 FIN RM 1                             10.976 METERS 13826     |
 LR0911| LR0910 FIN WM STEEL PIN                     18.749 METERS 22353     |
 LR0911|---------------------------------------------------------------------|
 LR0911
 LR0911                          SUPERSEDED SURVEY CONTROL
 LR0911
 LR0911  NAD 83(1986)-  40 41 32.66996(N)    116 31 45.15486(W) AD(       ) 2
 LR0911  NAD 27      -  40 41 32.98890(N)    116 31 41.83900(W) AD(       ) 2
 LR0911  NGVD 29 (07/19/86) 1589.8    (m)         5216.     (f) VERT ANG       
 LR0911
 LR0911.Superseded values are not recommended for survey control.
 LR0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0911.See file dsdata.txt to determine how the superseded data were derived.
 LR0911
 LR0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF3977804719(NAD 83)
 LR0911_MARKER: DS = TRIANGULATION STATION DISK
 LR0911_SETTING: 66 = SET IN ROCK OUTCROP
 LR0911
 LR0911  HISTORY     - Date     Condition        Report By
 LR0911  HISTORY     - 1958     MONUMENTED       CGS
 LR0911
 LR0911                          STATION DESCRIPTION
 LR0911
 LR0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0911'THE STATION IS ABOUT 9 MILES EAST OF THE ARGENTA RAILROAD SIDING,
 LR0911'7 MILES NORTHWEST OF BEOWAWE AND 2 MILES SOUTH OF DUNPHY,
 LR0911'ON THE NORTH POINT OF A RIDGE LEADING DOWN FROM HIGHER MOUNTAINS
 LR0911'TO THE SOUTH.
 LR0911'
 LR0911'TO REACH FROM THE ARGENTA RAILROAD SIDING (14 MILES EAST OF BATTLE
 LR0911'MOUNTAIN), GO EAST AND NORTHEAST ALONG U.S. HIGHWAY 40 FOR
 LR0911'9.2 MILES TO A SIDE ROAD RIGHT AND A WIRE GATE.  THIS IS
 LR0911'ABOUT 0.1 MILE SOUTHWEST OF A HIGHWAY OVER PASS.  TURN RIGHT
 LR0911'(SOUTHEAST) THROUGH GATE AND GO ALONG DIRT ROAD FOR 0.2 MILE
 LR0911'TO THE SUMMIT OF A SLIGHT RIDGE.  TURN RIGHT AND GO
 LR0911'EAST-SOUTHEAST ALONG RIDGE AND ACROSS DRAW AND GO NORTH SLOPE OF
 LR0911'STATION HILL TO END OF TRUCK TRAVEL.  THIS IS A DISTANCE OF
 LR0911'0.7 MILE.  PACK SOUTH UP NORTH SLOPE FOR ABOUT 75 YARDS
 LR0911'TO STATION.
 LR0911'
 LR0911'THE STATION MARK, STAMPED FIN 1958, IS A STANDARD DISK CEMENTED
 LR0911'IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND NEAR THE WEST EDGE
 LR0911'OF HILL.
 LR0911'
 LR0911'REFERENCE MARK NO 1, STAMPED FIN NO 1 1958, IS A STANDARD
 LR0911'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 LR0911'ABOUT 4 INCHES, AND ABOUT 1-1/2 FEET LOWER THAN STATION.
 LR0911'
 LR0911'REFERENCE MARK NO 2 IS A STEEL PIN DRIVEN IN THE GROUND PROJECTING
 LR0911'ABOUT 3 INCHES AND ABOUT 1-1/2 FEET HIGHER THAN THE STATION.
 LR0911'IT WAS ESTABLISHED BY THE NEVADA HIGHWAY DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0910 ***********************************************************************
 LR0910  DESIGNATION -  FIN WM STEEL PIN
 LR0910  PID         -  LR0910
 LR0910  STATE/COUNTY-  NV/EUREKA
 LR0910  USGS QUAD   -  DUNPHY (1986)
 LR0910
 LR0910                         *CURRENT SURVEY CONTROL
 LR0910  ___________________________________________________________________
 LR0910* NAD 83(1994)-  40 41 32.22923(N)    116 31 45.71540(W)     ADJUSTED  
 LR0910* NAVD 88     -      1591.     (meters)    5220.     (feet)  VERTCON   
 LR0910  ___________________________________________________________________
 LR0910  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 LR0910  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 LR0910
 LR0910  HORZ ORDER  -  SECOND
 LR0910
 LR0910.The horizontal coordinates were established by classical geodetic methods
 LR0910.and adjusted by the National Geodetic Survey in June 1998..
 LR0910
 LR0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0910
 LR0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0910
 LR0910.The geoid height was determined by GEOID03.
 LR0910
 LR0910;                    North         East     Units Scale Factor Converg.
 LR0910;SPC NV E     - 8,659,907.468   120,043.842   MT  0.99997866   -0 37 00.6
 LR0910;SPC NV E     -28,411,713.08    393,843.84   sFT  0.99997866   -0 37 00.6
 LR0910;SPC NV C     - 6,659,486.134   511,604.267   MT  0.99990166   +0 05 22.3
 LR0910;SPC NV C     -21,848,664.09  1,678,488.33   sFT  0.99990166   +0 05 22.3
 LR0910;UTM  11      - 4,504,705.274   539,764.667   MT  0.99961946   +0 18 24.7
 LR0910
 LR0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0910!SPC NV E     -   0.99975357  x   0.99997866  =   0.99973224
 LR0910!SPC NV C     -   0.99975357  x   0.99990166  =   0.99965526
 LR0910!UTM  11      -   0.99975357  x   0.99961946  =   0.99937313
 LR0910
 LR0910                          SUPERSEDED SURVEY CONTROL
 LR0910
 LR0910  NAD 83(1986)-  40 41 32.23193(N)    116 31 45.70846(W) AD(       ) 2
 LR0910  NAD 27      -  40 41 32.55090(N)    116 31 42.39260(W) AD(       ) 2
 LR0910  NGVD 29 (07/19/86) 1590.     (m)         5217.     (f) VERT ANG       
 LR0910
 LR0910.Superseded values are not recommended for survey control.
 LR0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0910.See file dsdata.txt to determine how the superseded data were derived.
 LR0910
 LR0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF3976504705(NAD 83)
 LR0910_MARKER: Z = SEE DESCRIPTION
 LR0910_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 LR0910_SP_SET: OBJECT DRIVEN INTO GROUND
 LR0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0910
 LR0910  HISTORY     - Date     Condition        Report By
 LR0910  HISTORY     - 1958     MONUMENTED       NVDH
 LR0910
 LR0910                          STATION DESCRIPTION
 LR0910
 LR0910'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1958
 LR0910'THE STATION IS ABOUT 9 MILES EAST OF THE ARGENTA RAILROAD SIDING,
 LR0910'7 MILES NORTHWEST OF BEOWAWE AND 2 MILES SOUTH OF DUNPHY,
 LR0910'ON THE NORTH POINT OF A RIDGE LEADING DOWN FROM HIGHER MOUNTAINS
 LR0910'TO THE SOUTH.
 LR0910'
 LR0910'TO REACH FROM THE ARGENTA RAILROAD SIDING (14 MILES EAST OF BATTLE
 LR0910'MOUNTAIN), GO EAST AND NORTHEAST ALONG U.S. HIGHWAY 40 FOR
 LR0910'9.2 MILES TO A SIDE ROAD RIGHT AND A WIRE GATE.  THIS IS
 LR0910'ABOUT 0.1 MILE SOUTHWEST OF A HIGHWAY OVER PASS.  TURN RIGHT
 LR0910'(SOUTHEAST) THROUGH GATE AND GO ALONG DIRT ROAD FOR 0.2 MILE
 LR0910'TO THE SUMMIT OF A SLIGHT RIDGE.  TURN RIGHT AND GO
 LR0910'EAST-SOUTHEAST ALONG RIDGE AND ACROSS DRAW AND GO NORTH SLOPE OF
 LR0910'STATION HILL TO END OF TRUCK TRAVEL.  THIS IS A DISTANCE OF
 LR0910'0.7 MILE.  PACK SOUTH UP NORTH SLOPE FOR ABOUT 75 YARDS
 LR0910'
 LR0910'MARK IS A STEEL PIN DRIVEN IN THE GROUND PROJECTING
 LR0910'ABOUT 3 INCHES AND ABOUT 1-1/2 FEET HIGHER THAN THE STATION.
 LR0910'IT WAS ESTABLISHED BY THE NEVADA HIGHWAY DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1566 ***********************************************************************
 KR1566  DESIGNATION -  FIRE
 KR1566  PID         -  KR1566
 KR1566  STATE/COUNTY-  NV/CHURCHILL
 KR1566  USGS QUAD   -  HOT SPRINGS FLAT (1986)
 KR1566
 KR1566                         *CURRENT SURVEY CONTROL
 KR1566  ___________________________________________________________________
 KR1566* NAD 83(1994)-  39 52 03.96280(N)    119 06 02.97135(W)     ADJUSTED  
 KR1566* NAVD 88     -      1727.5    (meters)    5668.     (feet)  VERTCON   
 KR1566  ___________________________________________________________________
 KR1566  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 KR1566  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 KR1566
 KR1566  HORZ ORDER  -  FIRST
 KR1566
 KR1566.The horizontal coordinates were established by classical geodetic methods
 KR1566.and adjusted by the National Geodetic Survey in June 1998..
 KR1566
 KR1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1566
 KR1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1566
 KR1566.The geoid height was determined by GEOID03.
 KR1566
 KR1566;                    North         East     Units Scale Factor Converg.
 KR1566;SPC NV W     - 4,568,059.836   755,728.555   MT  0.99992412   -0 19 54.2
 KR1566;SPC NV W     -14,987,042.98  2,479,419.43   sFT  0.99992412   -0 19 54.2
 KR1566;UTM  11      - 4,415,192.947   320,321.490   MT  0.99999747   -1 20 49.3
 KR1566
 KR1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1566!SPC NV W     -   0.99973277  x   0.99992412  =   0.99965691
 KR1566!UTM  11      -   0.99973277  x   0.99999747  =   0.99973024
 KR1566
 KR1566|---------------------------------------------------------------------|
 KR1566| PID    Reference Object                     Distance      Geod. Az  |
 KR1566|                                                           dddmmss.s |
 KR1566| DB7282 FIRE RM 1                             8.673 METERS 00431     |
 KR1566| KR1561 3 JD                                APPROX. 4.8 KM 0774346.7 |
 KR1566| DB7283 FIRE RM 2                             7.037 METERS 28730     |
 KR1566|---------------------------------------------------------------------|
 KR1566
 KR1566                          SUPERSEDED SURVEY CONTROL
 KR1566
 KR1566  NAD 83(1992)-  39 52 03.96498(N)    119 06 02.96121(W) AD(       ) 1
 KR1566  NAD 83(1986)-  39 52 03.96634(N)    119 06 02.96287(W) AD(       ) 1
 KR1566  NAD 27      -  39 52 04.29358(N)    119 05 59.36873(W) AD(       ) 1
 KR1566  NGVD 29 (07/19/86) 1726.5    (m)         5664.     (f) VERT ANG       
 KR1566
 KR1566.Superseded values are not recommended for survey control.
 KR1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1566.See file dsdata.txt to determine how the superseded data were derived.
 KR1566
 KR1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE2032115193(NAD 83)
 KR1566_MARKER: Z = SEE DESCRIPTION
 KR1566_SETTING: 0 = UNSPECIFIED SETTING
 KR1566
 KR1566  HISTORY     - Date     Condition        Report By
 KR1566  HISTORY     - 1974     MONUMENTED       DMA
 KR1566
 KR1566                          STATION DESCRIPTION
 KR1566
 KR1566'DESCRIBED BY DEFENSE MAP AGENCY 1974
 KR1566'THE STATION IS LOCATED 39 MILES, AIRLINE, SOUTHWEST OF LOVELOCK,
 KR1566'32 MILES NORTHWEST OF FALLON, AND 7 MILES NORTHWEST OF INTERSTATE
 KR1566'80.
 KR1566'
 KR1566'TO REACH FROM THE HOT SPRINGS - NIGHTINGALE EXIT ON INTERSTATE
 KR1566'80, ABOUT 48 MILES EAST-NORTHEAST OF RENO, OR 44 MILES SOUTHWEST
 KR1566'OF LOVELOCK, AND FROM THE CATTLE GUARD ON THE NORTHWEST SIDE OF
 KR1566'THE INTERSTATE, GO NORTHEAST ON THE PAVED ROAD AS PER SIGN
 KR1566'NIGHTINGALE FOR 2.35 MILES TO A SHARP CURVE TO THE LEFT, TURN
 KR1566'LEFT AND GO NORTHWEST 0.2 MILE TO A CROSSROADS JUST BEFORE A
 KR1566'POWER TRANSMISSION LINE, CONTINUE NORTHWEST ON MAIN TRAVELED ROAD
 KR1566'FOR 4.50 MILES TO A ROAD LEFT, (NOTE--FROM HERE THE AZIMUTH
 KR1566'MARK IS REACHED BY CONTINUEING NORTHWEST FOR 0.25 MILE TO
 KR1566'THE MARK ON THE RIGHT), TURN LEFT AND GO 0.8 MILE TO A CROSSROADS,
 KR1566'KEEP STRAIGHT AHEAD AND GO 0.75 MILE TO A ROAD RIGHT, TURN
 KR1566'RIGHT AND GO 0.4 MILE TO A ROAD LEFT, TURN LEFT ON NARROW ROAD
 KR1566'AND GO UPGRADE FOR 1.7 MILES TO TOP OF MOUNTAIN AND STATION
 KR1566'SITE ON HIGHEST POINT.  A FOUR-WHEEL DRIVE VEHICLE IS
 KR1566'REQUIRED TO REACH THE STATION.
 KR1566'
 KR1566'THE STATION MARK IS A DEFENSE MAPPING AGENCY DISK SET IN THE TOP
 KR1566'OF A ROUND CONCRETE POST 13-INCHES IN DIAMETER AND PROJECTING 0.4
 KR1566'FOOT ABOVE GROUND.  IT IS STAMPED--FIRE TOPO. CENTER 1974.  THE
 KR1566'UNDERGROUND MARK IS A DEFENSE MAPPING AGENCY DISK STAMPED THE SAME
 KR1566'AS THE SURFACE MARK AND SET IN A CONCRETE MASS 4 FEET BELOW THE
 KR1566'SURFACE.
 KR1566'
 KR1566'REFERENCE MARK 1, IS A DEFENSE MAPPING AGENCY DISK CEMENTED IN A
 KR1566'DRILL HOLE IN OUTCROPPING ROCK.  IT IS STAMPED--FIRE R. M. NO. 1
 KR1566'TOPO. CENTER 1974 AND LOCATED 28.428 FEET NORTH OF THE STATION.
 KR1566'
 KR1566'REFERENCE MARK 2, IS A DEFENSE MAPPING AGENCY DISK CEMENTED IN A
 KR1566'DRILL HOLE IN OUTCROPPING ROCK.  IT IS STAMPED--FIRE R. M. NO. 2
 KR1566'TOPO. CENTER 1974 AND LOCATED 23.061 FEET WEST-NORTHWEST OF THE
 KR1566'STATION.
 KR1566'
 KR1566'AZIMUTH MARK, IS A USGS BENCH MARK DISK SET IN THE TOP OF A
 KR1566'CONCRETE POST.  IT IS STAMPED--3 JD 1956 4258 AND LOCATED 48 FEET
 KR1566'EAST OF THE CENTERLINE OF THE ROAD.  REF. FIREBALL RIDGE
 KR1566'QUADRANGLE - NEVADA 309 LINE 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1790 ***********************************************************************
 GR1790  DESIGNATION -  FIRE
 GR1790  PID         -  GR1790
 GR1790  STATE/COUNTY-  NV/CLARK
 GR1790  USGS QUAD   -  BITTER SPRING (1983)
 GR1790
 GR1790                         *CURRENT SURVEY CONTROL
 GR1790  ___________________________________________________________________
 GR1790* NAD 83(1994)-  36 21 47.59662(N)    114 30 45.99523(W)     ADJUSTED  
 GR1790* NAVD 88     -      1204.0    (meters)    3950.     (feet)  VERTCON   
 GR1790  ___________________________________________________________________
 GR1790  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 GR1790  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 GR1790
 GR1790  HORZ ORDER  -  THIRD
 GR1790
 GR1790.The horizontal coordinates were established by classical geodetic methods
 GR1790.and adjusted by the National Geodetic Survey in June 1998..
 GR1790
 GR1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1790
 GR1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1790
 GR1790.The geoid height was determined by GEOID03.
 GR1790
 GR1790;                    North         East     Units Scale Factor Converg.
 GR1790;SPC NV E     - 8,179,502.531   296,072.853   MT  1.00001369   +0 38 05.2
 GR1790;SPC NV E     -26,835,584.55    971,365.69   sFT  1.00001369   +0 38 05.2
 GR1790;UTM  11      - 4,027,109.070   723,156.083   MT  1.00021360   +1 28 31.0
 GR1790
 GR1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1790!SPC NV E     -   0.99981538  x   1.00001369  =   0.99982907
 GR1790!UTM  11      -   0.99981538  x   1.00021360  =   1.00002894
 GR1790
 GR1790:                Primary Azimuth Mark                     Grid Az
 GR1790:SPC NV E     -  PARALLEL                                 061 37 41.6
 GR1790:UTM  11      -  PARALLEL                                 060 47 15.8
 GR1790
 GR1790|---------------------------------------------------------------------|
 GR1790| PID    Reference Object                     Distance      Geod. Az  |
 GR1790|                                                           dddmmss.s |
 GR1790| GR1803 PARALLEL                            APPROX.29.2 KM 0621546.8 |
 GR1790|---------------------------------------------------------------------|
 GR1790
 GR1790                          SUPERSEDED SURVEY CONTROL
 GR1790
 GR1790  NAD 83(1994)-  36 21 47.59695(N)    114 30 45.99426(W) AD(       ) 3
 GR1790  NAD 83(1992)-  36 21 47.59710(N)    114 30 45.99445(W) AD(       ) 3
 GR1790  NAD 83(1986)-  36 21 47.59131(N)    114 30 45.98116(W) AD(       ) 3
 GR1790  NGVD 29 (05/01/88) 1203.3    (m)         3948.     (f) VERT ANG       
 GR1790
 GR1790.Superseded values are not recommended for survey control.
 GR1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1790.See file dsdata.txt to determine how the superseded data were derived.
 GR1790
 GR1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2315627109(NAD 83)
 GR1790_MARKER: DS = TRIANGULATION STATION DISK
 GR1790_SETTING: 66 = SET IN ROCK OUTCROP
 GR1790_SP_SET: SET IN BEDROCK
 GR1790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1790+STABILITY: POSITION/ELEVATION WELL
 GR1790
 GR1790  HISTORY     - Date     Condition        Report By
 GR1790  HISTORY     - 1951     MONUMENTED       USGS
 GR1790
 GR1790                          STATION DESCRIPTION
 GR1790
 GR1790'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GR1790'LOCATED ABOUT 15 MI SW. OF OVERTON.  ON NORTHEAST END OF HIGHEST
 GR1790'POINT OF HILL WITH NORTH END IN VALLEY OF FIRE AND SOUTH END
 GR1790'EXTENDING INTO BITTER SPRING VALLEY.
 GR1790'
 GR1790'TO REACH BY HELICOPTER FROM OVERTON FLY SW. OVER VALLEY OF FIRE.
 GR1790'LAND ON POINT 150 YARDS E. OF HIGHEST POINT.  PACK W. TO HIGHEST
 GR1790'POINT AND STATION.  A 10-MINUTE PACK.
 GR1790'
 GR1790'STATION MARK--STANDARD TABLET STAMPED---FIRE 1951---, CEMENTED IN
 GR1790'BEDROCK.
 GR1790'
 GR1790'RM 1--STANDARD RM TABLET STAMPED---FIRE NO 1 1951---, CEMENTED IN
 GR1790'BEDROCK.
 GR1790'
 GR1790'RM 2--STANDARD RM TABLET STAMPED---FIRE NO 2 1951---, CEMENTED IN
 GR1790'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5111 ***********************************************************************
 AI5111  DESIGNATION -  FIRE
 AI5111  PID         -  AI5111
 AI5111  STATE/COUNTY-  NV/WASHOE
 AI5111  USGS QUAD   -  GRIFFITH CANYON (1980)
 AI5111
 AI5111                         *CURRENT SURVEY CONTROL
 AI5111  ___________________________________________________________________
 AI5111* NAD 83(1999)-  39 38 13.97196(N)    119 42 34.04289(W)     ADJUSTED  
 AI5111* NAVD 88     -      1369.6    (meters)    4493.     (feet)  GPS OBS   
 AI5111  ___________________________________________________________________
 AI5111  EPOCH DATE  -        1999.37
 AI5111  X           -  -2,438,132.908 (meters)                     COMP
 AI5111  Y           -  -4,272,863.252 (meters)                     COMP
 AI5111  Z           -   4,047,905.579 (meters)                     COMP
 AI5111  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AI5111  ELLIP HEIGHT-        1345.65  (meters)          (05/16/00) GPS OBS
 AI5111  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AI5111
 AI5111  HORZ ORDER  -  A
 AI5111  ELLP ORDER  -  FOURTH    CLASS I
 AI5111
 AI5111.The horizontal coordinates were established by GPS observations
 AI5111.and adjusted by the National Geodetic Survey in May 2000..
 AI5111.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI5111.DATUM ITEM on the data sheet items page.
 AI5111.The horizontal coordinates are valid at the epoch date displayed above.
 AI5111.The epoch date for horizontal control is a decimal equivalence
 AI5111.of Year/Month/Day.
 AI5111
 AI5111.The orthometric height was determined by GPS observations and a
 AI5111.high-resolution geoid model.
 AI5111
 AI5111.Photographs are available for this station.
 AI5111
 AI5111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5111
 AI5111.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5111
 AI5111.The ellipsoidal height was determined by GPS observations
 AI5111.and is referenced to NAD 83.
 AI5111
 AI5111.The geoid height was determined by GEOID03.
 AI5111
 AI5111;                    North         East     Units Scale Factor Converg.
 AI5111;SPC NV W     - 4,542,941.989   703,337.537   MT  1.00001500   -0 43 06.4
 AI5111;SPC NV W     -14,904,635.51  2,307,533.24   sFT  1.00001500   -0 43 06.4
 AI5111;UTM  11      - 4,391,001.369   267,486.031   MT  1.00026565   -1 43 45.1
 AI5111
 AI5111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5111!SPC NV W     -   0.99978893  x   1.00001500  =   0.99980393
 AI5111!UTM  11      -   0.99978893  x   1.00026565  =   1.00005453
 AI5111
 AI5111                          SUPERSEDED SURVEY CONTROL
 AI5111
 AI5111.No superseded survey control is available for this station.
 AI5111
 AI5111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6748691001(NAD 83)
 AI5111_MARKER: DD = SURVEY DISK
 AI5111_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AI5111_STAMPING: NALS NGS CBN STATION MAY 1999 FIRE
 AI5111_MARK LOGO: NVALS 
 AI5111_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AI5111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5111+STABILITY: SURFACE MOTION
 AI5111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5111+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 AI5111
 AI5111  HISTORY     - Date     Condition        Report By
 AI5111  HISTORY     - 1999     MONUMENTED       NVALS
 AI5111  HISTORY     - 20030318 GOOD             WOOLPT
 AI5111
 AI5111                          STATION DESCRIPTION
 AI5111
 AI5111'DESCRIBED BY NEVADA ASSOCIATION OF LAND SURVEYORS 1999 (LFG)
 AI5111'TO REACH THE STATION PROCEED NORTH ON PYRAMID HIGHWAY (NEVADA SATE
 AI5111'ROUTE 445) FROM THE INTESECTION WITH MCCARRAN BOULEVARD (NEVADA SATE
 AI5111'ROUTE 651) APPROXIMATELY 6 MILES (9.7 KM) TO THE INTERSECTION WITH
 AI5111'EAGLE CANYON ROAD, SPANISH SPRINGS ROAD.  GO EAST ON SPANISH SPRINGS
 AI5111'ROAD FOR 0.2 MILE (0.3 KM) TO A FIRE STATION ON THE NORTH SIDE OF
 AI5111'ROAD.  THE MARK IS IN A FENCED AREA ON THE WEST SIDE OF THE FIRE
 AI5111'SATION PROPERTY, APPROXIMATELY 70 FEET (21.3 M) FROM THE BUILDING. THE
 AI5111'MARK IS 5 FEET (1.5 M) SOUTH OF A CHAIN LINK FENCE ON THE NORTH SIDE
 AI5111'OF THE PROPERTY AND 43 FEET (13.1 M) EASTERLY FROM THE NORTHWEST
 AI5111'CORNER POST OF THE FENCE.  THE MARK IS A 4 INCH BRASS CAP SET FLUSH IN
 AI5111'CONCRETE.
 AI5111
 AI5111                          STATION RECOVERY (2003)
 AI5111
 AI5111'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 AI5111'STATION IS NOW LOCATED 0.5 FEET BELOW A GRAVEL PARKING LOT WHICH WAS
 AI5111'CONSTRUCTED.  A PLASTIC PVC PIPE WAS PLACED AROUND THE MARK TO PROTECT
 AI5111'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1861 ***********************************************************************
 KR1861  DESIGNATION -  FIREBALL
 KR1861  PID         -  KR1861
 KR1861  STATE/COUNTY-  NV/CHURCHILL
 KR1861  USGS QUAD   -  HOT SPRINGS FLAT (1986)
 KR1861
 KR1861                         *CURRENT SURVEY CONTROL
 KR1861  ___________________________________________________________________
 KR1861* NAD 83(1994)-  39 50 48.46192(N)    119 06 24.15425(W)     ADJUSTED  
 KR1861* NAVD 88     -      1625.9    (meters)    5334.     (feet)  VERTCON   
 KR1861  ___________________________________________________________________
 KR1861  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 KR1861  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 KR1861
 KR1861  HORZ ORDER  -  THIRD
 KR1861
 KR1861.The horizontal coordinates were established by classical geodetic methods
 KR1861.and adjusted by the National Geodetic Survey in June 1998..
 KR1861
 KR1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1861
 KR1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1861
 KR1861.The geoid height was determined by GEOID03.
 KR1861
 KR1861;                    North         East     Units Scale Factor Converg.
 KR1861;SPC NV W     - 4,565,734.370   755,211.534   MT  0.99992469   -0 20 07.3
 KR1861;SPC NV W     -14,979,413.51  2,477,723.17   sFT  0.99992469   -0 20 07.3
 KR1861;UTM  11      - 4,412,876.833   319,763.311   MT  0.99999994   -1 21 00.8
 KR1861
 KR1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1861!SPC NV W     -   0.99974870  x   0.99992469  =   0.99967341
 KR1861!UTM  11      -   0.99974870  x   0.99999994  =   0.99974864
 KR1861
 KR1861|---------------------------------------------------------------------|
 KR1861| PID    Reference Object                     Distance      Geod. Az  |
 KR1861|                                                           dddmmss.s |
 KR1861| CS7098 FIREBALL RM 1                         7.056 METERS 11755     |
 KR1861| CS7099 FIREBALL RM 2                        11.025 METERS 20350     |
 KR1861|---------------------------------------------------------------------|
 KR1861
 KR1861                          SUPERSEDED SURVEY CONTROL
 KR1861
 KR1861  NAD 83(1992)-  39 50 48.46809(N)    119 06 24.14762(W) AD(       ) 3
 KR1861  NAD 83(1986)-  39 50 48.46778(N)    119 06 24.14584(W) AD(       ) 3
 KR1861  NGVD 29 (10/14/92) 1624.9    (m)         5331.     (f) VERT ANG       
 KR1861
 KR1861.Superseded values are not recommended for survey control.
 KR1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1861.See file dsdata.txt to determine how the superseded data were derived.
 KR1861
 KR1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE1976312877(NAD 83)
 KR1861_MARKER: DS = TRIANGULATION STATION DISK
 KR1861_SETTING: 66 = SET IN ROCK OUTCROP
 KR1861_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KR1861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1861+STABILITY: POSITION/ELEVATION WELL
 KR1861
 KR1861  HISTORY     - Date     Condition        Report By
 KR1861  HISTORY     - 1956     MONUMENTED       USGS
 KR1861
 KR1861                          STATION DESCRIPTION
 KR1861
 KR1861'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KR1861'LOCATED ABOUT 18 MI NNW. OF HAZEN, 9 MI NE. OF WADSWORTH.  ON
 KR1861'SMALL TOP ON FIREBALL MINING CLAIM.
 KR1861'
 KR1861'TO REACH FROM BRADYS HOT SPRINGS 19 MI NE. OF FERNLEY ON U.S.
 KR1861'HWY. 40, DRIVE 2.5 MI NE. ON U.S. HWY. 40 TO NIGHTINGALE RD.
 KR1861'TURN LEFT 4.4 MI.  TAKE LEFT FORK 0.2 MI NW.  TAKE RIGHT FORK AT
 KR1861'WASH 0.3 MI.  TAKE LEFT FORK 0.8 MI.  KEEP TO RIGHT AT Y-RD. 0.1
 KR1861'MI.  TAKE LEFT FORK 0.8 MI.  GO STRAIGHT AHEAD AT FORK 2.5 MI TO
 KR1861'RD. FORKS AT SADDLE.  TURN RIGHT 0.3 MI PAST CABINS TO TOP OF HILL
 KR1861'AND STATION.
 KR1861'
 KR1861'STATION MARK--STANDARD TABLET STAMPED---FIREBALL 1956---, CEMENTED
 KR1861'IN DRILL HOLE IN ROCK OUTCROP.
 KR1861'
 KR1861'RM 1--COPPER NAIL AND WASHER STAMPED---RM 1---, IN ROCK OUTCROP.
 KR1861'
 KR1861'RM 2--COPPER NAIL AND WASHER STAMPED---RM 2---, IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0348 ***********************************************************************
 MV0348  DESIGNATION -  FISH
 MV0348  PID         -  MV0348
 MV0348  STATE/COUNTY-  NV/WASHOE
 MV0348  USGS QUAD   -  SWAN LAKE (1966)
 MV0348
 MV0348                         *CURRENT SURVEY CONTROL
 MV0348  ___________________________________________________________________
 MV0348* NAD 83(1994)-  41 45 21.23098(N)    119 24 16.26671(W)     ADJUSTED  
 MV0348* NAVD 88     -      1984.60   (+/-2cm)    6511.1    (feet)  VERTCON   
 MV0348  ___________________________________________________________________
 MV0348  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 MV0348  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 MV0348
 MV0348  HORZ ORDER  -  THIRD
 MV0348  VERT ORDER  -  THIRD ? (See Below)
 MV0348
 MV0348.The horizontal coordinates were established by classical geodetic methods
 MV0348.and adjusted by the National Geodetic Survey in June 1998..
 MV0348
 MV0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0348.The vertical order pertains to the NGVD 29 superseded value.
 MV0348
 MV0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0348
 MV0348.The geoid height was determined by GEOID03.
 MV0348
 MV0348;                    North         East     Units Scale Factor Converg.
 MV0348;SPC NV W     - 4,777,914.007   731,711.340   MT  0.99995737   -0 32 48.8
 MV0348;SPC NV W     -15,675,539.54  2,400,622.95   sFT  0.99995737   -0 32 48.8
 MV0348;UTM  11      - 4,625,468.704   300,097.506   MT  1.00009177   -1 36 06.6
 MV0348
 MV0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0348!SPC NV W     -   0.99969204  x   0.99995737  =   0.99964942
 MV0348!UTM  11      -   0.99969204  x   1.00009177  =   0.99978378
 MV0348
 MV0348:                Primary Azimuth Mark                     Grid Az
 MV0348:SPC NV W     -  CAT                                      007 31 46.8
 MV0348:UTM  11      -  CAT                                      008 35 04.6
 MV0348
 MV0348|---------------------------------------------------------------------|
 MV0348| PID    Reference Object                     Distance      Geod. Az  |
 MV0348|                                                           dddmmss.s |
 MV0348| MV0349 CAT                                 APPROX.10.4 KM 0065858.0 |
 MV0348|---------------------------------------------------------------------|
 MV0348
 MV0348                          SUPERSEDED SURVEY CONTROL
 MV0348
 MV0348  NAD 83(1992)-  41 45 21.23086(N)    119 24 16.26656(W) AD(       ) 3
 MV0348  NAD 83(1991)-  41 45 21.22926(N)    119 24 16.26624(W) AD(       ) 3
 MV0348  NAD 83(1986)-  41 45 21.23134(N)    119 24 16.26616(W) AD(       ) 3
 MV0348  NAD 27      -  41 45 21.61024(N)    119 24 12.52434(W) AD(       ) 3
 MV0348  NGVD 29 (07/19/86) 1983.33   (m)         6507.0    (f) LEVELING    3  
 MV0348
 MV0348.Superseded values are not recommended for survey control.
 MV0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0348.See file dsdata.txt to determine how the superseded data were derived.
 MV0348
 MV0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG0009825469(NAD 83)
 MV0348_MARKER: DD = SURVEY DISK
 MV0348_SETTING: 80 = SET IN A BOULDER
 MV0348_SP_SET: SET IN DRILL HOLE IN A BOULDER
 MV0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0348+STABILITY: SURFACE MOTION
 MV0348
 MV0348  HISTORY     - Date     Condition        Report By
 MV0348  HISTORY     - 1966     MONUMENTED       USGS
 MV0348
 MV0348                          STATION DESCRIPTION
 MV0348
 MV0348'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DHK)
 MV0348'LOCATED ABOUT 43 MI. SW. OF DENIO.  26 MI. NE. OF VYA.  17
 MV0348'MI. S. OF THE OREGON-NEVADA BORDER.  ON A SAGEBRUSH-COVERED TOP.
 MV0348'
 MV0348'REACHED BY HELICOPTER.
 MV0348'
 MV0348'STATION MARK--A STANDARD TABLET STAMPED FISH 1966 CEMENTED IN
 MV0348'DRILL HOLE IN BOULDER.
 MV0348'
 MV0348'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0560 ***********************************************************************
 KQ0560  DESIGNATION -  FISH
 KQ0560  PID         -  KQ0560
 KQ0560  STATE/COUNTY-  NV/EUREKA
 KQ0560  USGS QUAD   -  EIGHTMILE WELL (1990)
 KQ0560
 KQ0560                         *CURRENT SURVEY CONTROL
 KQ0560  ___________________________________________________________________
 KQ0560* NAD 83(1994)-  39 13 10.36408(N)    116 05 25.24326(W)     ADJUSTED  
 KQ0560* NAVD 88     -      2357.7    (meters)    7735.     (feet)  VERTCON   
 KQ0560  ___________________________________________________________________
 KQ0560  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 KQ0560  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 KQ0560
 KQ0560  HORZ ORDER  -  THIRD
 KQ0560
 KQ0560.The horizontal coordinates were established by classical geodetic methods
 KQ0560.and adjusted by the National Geodetic Survey in June 1998..
 KQ0560
 KQ0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0560
 KQ0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0560
 KQ0560.The geoid height was determined by GEOID03.
 KQ0560
 KQ0560;                    North         East     Units Scale Factor Converg.
 KQ0560;SPC NV E     - 8,496,091.953   156,219.688   MT  0.99992359   -0 19 14.1
 KQ0560;SPC NV E     -27,874,261.68    512,530.76   sFT  0.99992359   -0 19 14.1
 KQ0560;UTM  11      - 4,341,534.412   578,525.258   MT  0.99967592   +0 34 30.7
 KQ0560
 KQ0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0560!SPC NV E     -   0.99963358  x   0.99992359  =   0.99955719
 KQ0560!UTM  11      -   0.99963358  x   0.99967592  =   0.99930961
 KQ0560
 KQ0560                          SUPERSEDED SURVEY CONTROL
 KQ0560
 KQ0560  NAD 83(1986)-  39 13 10.36246(N)    116 05 25.24207(W) AD(       ) 3
 KQ0560  NGVD 29 (04/13/94) 2356.4    (m)         7731.     (f) VERT ANG       
 KQ0560
 KQ0560.Superseded values are not recommended for survey control.
 KQ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0560.See file dsdata.txt to determine how the superseded data were derived.
 KQ0560
 KQ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND7852541534(NAD 83)
 KQ0560_MARKER: DS = TRIANGULATION STATION DISK
 KQ0560_SETTING: 0 = UNSPECIFIED SETTING
 KQ0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0560
 KQ0560  HISTORY     - Date     Condition        Report By
 KQ0560  HISTORY     - 1955     MONUMENTED       USGS
 KQ0560
 KQ0560                          STATION DESCRIPTION
 KQ0560
 KQ0560'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0560'LOCATED ABOUT 35 MI. NW. OF DUCKWATER, 23 MI. SW. OF EUREKA, ON
 KQ0560'HIGHEST PEAK W. AND A LITTLE S. OF FISH CREEK RANCH.
 KQ0560'
 KQ0560'TO REACH FROM EUREKA POST OFFICE, DRIVE S. ON U.S. HIGHWAY 50 FOR 9.4
 KQ0560'MI. TO DIRT T-RD., TURN RIGHT (S.) 8.1 MI. TO Y-RD., GO RIGHT (SW.)
 KQ0560'0.2 MI. TO Y-RD., TURN LEFT (S.) 0.5 MI. TO Y-RD., TURN RIGHT (SW.)
 KQ0560'5.4 MI. TO 3-WAY RD., THENCE RIGHT (W.) 2.9 MI. TO Y-RD. AT MINE, GO
 KQ0560'NW. 0.1 MI. TO Y-RD., THENCE STRAIGHT AHEAD (NW.) 0.1 MI. TO Y-RD.,
 KQ0560'TURN LEFT (N.) 0.5 MI., PACK NE. UP HILLSIDE TO HIGHEST POINT AND
 KQ0560'STATION.  ABOUT A 20 MINUTE PACK.
 KQ0560'
 KQ0560'STATION REACHED BY HELICOPTER.
 KQ0560'
 KQ0560'STATION MARK STANDARD TABLET STAMPED----FISH 1955----CEMENTED IN
 KQ0560'ROCK OUTCROP.
 KQ0560'
 KQ0560'REFERENCE MARK NO. 1 COPPER NAIL AND WASHER IN ROOT OF TREE, 11.40
 KQ0560'FT. FROM STATION MARK 327 DEGREES 55 MINUTES.
 KQ0560'
 KQ0560'REFERENCE MARK NO. 2 STANDARD REFERENCE MARK TABLET STAMPED----NO
 KQ0560'2----CEMENTED IN ROCK OUTCROP, 16.62 FT. FROM STATION MARK
 KQ0560'81 DEGREES 40 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0984 ***********************************************************************
 LR0984  DESIGNATION -  FISH
 LR0984  PID         -  LR0984
 LR0984  STATE/COUNTY-  NV/LANDER
 LR0984  USGS QUAD   -  MT MOSES SE (1990)
 LR0984
 LR0984                         *CURRENT SURVEY CONTROL
 LR0984  ___________________________________________________________________
 LR0984* NAD 83(1994)-  40 07 23.01578(N)    117 17 01.56484(W)     ADJUSTED  
 LR0984* NAVD 88     -      1952.2    (meters)    6405.     (feet)  VERTCON   
 LR0984  ___________________________________________________________________
 LR0984  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 LR0984  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 LR0984
 LR0984  HORZ ORDER  -  THIRD
 LR0984
 LR0984.The horizontal coordinates were established by classical geodetic methods
 LR0984.and adjusted by the National Geodetic Survey in June 1998..
 LR0984
 LR0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0984
 LR0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0984
 LR0984.The geoid height was determined by GEOID03.
 LR0984
 LR0984;                    North         East     Units Scale Factor Converg.
 LR0984;SPC NV C     - 6,596,457.664   447,403.140   MT  0.99993404   -0 23 51.7
 LR0984;SPC NV C     -21,641,878.19  1,467,855.14   sFT  0.99993404   -0 23 51.7
 LR0984;UTM  11      - 4,441,454.399   475,821.169   MT  0.99960720   -0 10 58.3
 LR0984
 LR0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0984!SPC NV C     -   0.99969722  x   0.99993404  =   0.99963128
 LR0984!UTM  11      -   0.99969722  x   0.99960720  =   0.99930454
 LR0984
 LR0984                          SUPERSEDED SURVEY CONTROL
 LR0984
 LR0984  NAD 83(1986)-  40 07 23.01821(N)    117 17 01.55754(W) AD(       ) 3
 LR0984  NGVD 29 (07/11/94) 1951.0    (m)         6401.     (f) VERT ANG       
 LR0984
 LR0984.Superseded values are not recommended for survey control.
 LR0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0984.See file dsdata.txt to determine how the superseded data were derived.
 LR0984
 LR0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME7582141454(NAD 83)
 LR0984_MARKER: DS = TRIANGULATION STATION DISK
 LR0984_SETTING: 0 = UNSPECIFIED SETTING
 LR0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0984
 LR0984  HISTORY     - Date     Condition        Report By
 LR0984  HISTORY     - 1959     MONUMENTED       USGS
 LR0984
 LR0984                          STATION DESCRIPTION
 LR0984
 LR0984'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LR0984'LOCATED IN LANDER COUNTY IN THE SE. EXTREMITIES OF THE FISH CREEK
 LR0984'MOUNTAINS, ABOUT 63 MI. (AIRLINE) SSE. OF WINNEMUCCA, AND ABOUT 40
 LR0984'MI. SSW. OF BATTLE MOUNTAIN.
 LR0984'
 LR0984'TO REACH FROM BATTLE MOUNTAIN, DRIVE S. ON STATE ROUTE 8A FOR 37.6 MI.
 LR0984'TO ELLISON RANCHING CO. SIGN AND GRAVEL RD., TURN RIGHT ON GRAVEL RD.
 LR0984'AND DRIVE W. 4.2 MI. TO RANCH AND RD. INTERSECTION, TAKE DIRT RD. S.
 LR0984'0.7 MI. TO RD. FORK, TAKE LEFT FORK AND FOLLOW MAIN DIRT RD. 10.9
 LR0984'MI., TURN RIGHT AND DRIVE CROSS COUNTRY (N.) 0.9 MI. TO INTERSECTION
 LR0984'OF OLD ABANDONED TRACK RD.  FOLLOW TRACK RD. UP W. BANK OF DRY WASH
 LR0984'2.2 MI., FROM HERE 4-WHEEL DRIVE IS NECESSARY, CONTINUE ON TRACK RD.
 LR0984'1.2 MI. UP CANYON, TURN RIGHT UP RIGHT FORK OF DRAINAGE CROSS
 LR0984'COUNTRY 0.2 MI. TO END OF TRUCK TRAVEL.  PACK EASTWARD UP DRAIN TO
 LR0984'N.-S. SMOOTH RIDGE AND STATION ON HIGHEST POINT OF RIDGE.  ABOUT
 LR0984'1 HOUR PACK.
 LR0984'
 LR0984'STATION MARK--STANDARD TABLET STAMPED----FISH 1959----CEMENTED IN
 LR0984'NATURALLY EMBEDDED BOULDER.
 LR0984'
 LR0984'REFERENCE MARK NO. 1--STANDARD RM TABLET STAMPED----1 1958----,26.05
 LR0984'FT. FROM STATION MARK  354 DEGREES 22 MINUTES.
 LR0984'
 LR0984'REFERENCE MARK NO. 2--STANDARD RM TABLET STAMPED----2 1959----
 LR0984'CEMENTED IN NATURALLY EMBEDDED BOULDER, 49.46 FT. FROM STATION MARK
 LR0984'253 DEGREES 41 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8161 ***********************************************************************
 AH8161  DESIGNATION -  FISH
 AH8161  PID         -  AH8161
 AH8161  STATE/COUNTY-  NV/ESMERALDA
 AH8161  USGS QUAD   -  VOLCANIC HILLS EAST (1987)
 AH8161
 AH8161                         *CURRENT SURVEY CONTROL
 AH8161  ___________________________________________________________________
 AH8161* NAD 83(1994)-  37 54 41.11399(N)    118 04 24.68934(W)     ADJUSTED  
 AH8161* NAVD 88     -      1844.6    (meters)    6052.     (feet)  VERTCON   
 AH8161  ___________________________________________________________________
 AH8161  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AH8161  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AH8161
 AH8161  HORZ ORDER  -  THIRD
 AH8161
 AH8161.The horizontal coordinates were established by classical geodetic methods
 AH8161.and adjusted by the National Geodetic Survey in February 1999..
 AH8161
 AH8161.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8161
 AH8161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8161
 AH8161.The geoid height was determined by GEOID03.
 AH8161
 AH8161;                    North         East     Units Scale Factor Converg.
 AH8161;SPC NV W     - 4,350,895.218   844,827.206   MT  0.99992474   +0 18 47.7
 AH8161;SPC NV W     -14,274,562.06  2,771,737.26   sFT  0.99992474   +0 18 47.7
 AH8161;UTM  11      - 4,196,530.259   405,632.766   MT  0.99970968   -0 39 34.8
 AH8161
 AH8161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8161!SPC NV W     -   0.99971464  x   0.99992474  =   0.99963940
 AH8161!UTM  11      -   0.99971464  x   0.99970968  =   0.99942440
 AH8161
 AH8161                          SUPERSEDED SURVEY CONTROL
 AH8161
 AH8161  NGVD 29 (02/26/99) 1843.4    (m)         6048.     (f) VERT ANG       
 AH8161
 AH8161.Superseded values are not recommended for survey control.
 AH8161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8161.See file dsdata.txt to determine how the superseded data were derived.
 AH8161
 AH8161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB0563396530(NAD 83)
 AH8161_MARKER: DS = TRIANGULATION STATION DISK
 AH8161_SETTING: 66 = SET IN ROCK OUTCROP
 AH8161_PROJECTION: FLUSH
 AH8161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8161+STABILITY: POSITION/ELEVATION WELL
 AH8161
 AH8161  HISTORY     - Date     Condition        Report By
 AH8161  HISTORY     - 1962     MONUMENTED       USGS
 AH8161
 AH8161                          STATION DESCRIPTION
 AH8161
 AH8161'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH8161'LOCATED ABOUT 13.5 MI. (AIRLINE) SW. OF COALDALE, ABOUT 6.5 MI. NE. OF
 AH8161'THE FISH LAKE HIGHWAY MAINTENANCE STATION, AND ON THE E. SLOPE OF THE
 AH8161'MOST WESTERLY TOP ON THE LOW RAMBLING HILLS TO THE W. OF FISH LAKE.
 AH8161'(THE STATION IS ABOUT 2000 FT. E. OF THE HIGHEST POINT OF THE TOP).
 AH8161'STATION REACHED BY HELICOPTER.
 AH8161'STATION MARK--STANDARD TABLET STAMPED---FISH 1962---, CEMENTED IN
 AH8161'DRILL HOLE IN ROCK IN PLACE.
 AH8161'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 AH8161'1962---, CEMENTED IN DRILL HOLE IN ROCK IN PLACE, 18.72 FT. FROM
 AH8161'STATION MARK IN DIRECT 130 DEGREES 07 MINUTES.
 AH8161'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 AH8161'1962---, CEMENTED IN DRILL HOLE IN ROCK IN PLACE, 19.48 FT. FROM
 AH8161'STATION MARK IN DIRECT 220 DEGREES 23 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0474 ***********************************************************************
 KP0474  DESIGNATION -  FISH CR RANCH TOWER SEC
 KP0474  PID         -  KP0474
 KP0474  STATE/COUNTY-  NV/EUREKA
 KP0474  USGS QUAD   -  PINTO SUMMIT SW (1990)
 KP0474
 KP0474                         *CURRENT SURVEY CONTROL
 KP0474  ___________________________________________________________________
 KP0474* NAD 83(1994)-  39 16 08.56143(N)    115 59 30.49768(W)     ADJUSTED  
 KP0474* NAVD 88     -      1840.3    (meters)    6038.     (feet)  VERTCON   
 KP0474  ___________________________________________________________________
 KP0474  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 KP0474  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 KP0474
 KP0474  HORZ ORDER  -  THIRD
 KP0474
 KP0474.The horizontal coordinates were established by classical geodetic methods
 KP0474.and adjusted by the National Geodetic Survey in June 1998..
 KP0474
 KP0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0474
 KP0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0474
 KP0474.The geoid height was determined by GEOID03.
 KP0474
 KP0474;                    North         East     Units Scale Factor Converg.
 KP0474;SPC NV E     - 8,501,543.863   164,753.437   MT  0.99991529   -0 15 30.8
 KP0474;SPC NV E     -27,892,148.49    540,528.57   sFT  0.99991529   -0 15 30.8
 KP0474;UTM  11      - 4,347,117.829   586,970.699   MT  0.99969313   +0 38 17.5
 KP0474
 KP0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0474!SPC NV E     -   0.99971470  x   0.99991529  =   0.99963001
 KP0474!UTM  11      -   0.99971470  x   0.99969313  =   0.99940791
 KP0474
 KP0474                          SUPERSEDED SURVEY CONTROL
 KP0474
 KP0474  NAD 83(1986)-  39 16 08.55848(N)    115 59 30.49760(W) AD(       ) 3
 KP0474  NGVD 29 (04/13/94) 1839.0    (m)         6033.     (f) VERT ANG       
 KP0474
 KP0474.Superseded values are not recommended for survey control.
 KP0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0474.See file dsdata.txt to determine how the superseded data were derived.
 KP0474
 KP0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND8697147118(NAD 83)
 KP0474_MARKER: 55 = TOWER
 KP0474
 KP0474  HISTORY     - Date     Condition        Report By
 KP0474  HISTORY     - 1951     FIRST OBSERVED   USGS
 KP0474
 KP0474                          STATION DESCRIPTION
 KP0474
 KP0474'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 KP0474'LOCATED ABOUT 15 MI. S. OF EUREKA AND 2.2 MI. W. OF STATE HIGHWAY 20,
 KP0474'AT THE FISH CREEK RANCH.
 KP0474'
 KP0474'TO REACH FROM EUREKA, DRIVE E. ON U.S. HIGHWAY 50 FOR 9.6 MI. TO
 KP0474'GRAVELED RD. S. (STATE HIGHWAY 20), GO 8.3 MI. TO Y-RD., TURN RIGHT
 KP0474'FOR 2.2 MI. TO GROUP OF RANCH BUILDINGS AND STATION.
 KP0474'
 KP0474'STATION MARK CENTER LINE OF WHITE TOWER ON LIGHT GENERATING BUILDING.
 KP0474'
 KP0474'REFERENCE MARK NO. 1 STANDARD TABLET, STAMPED----RM NO 1----CEMENTED
 KP0474'IN SIDEWALK, 120.2 FT. FROM STATION MARK 182 DEGREES 34 MINUTES.
 KP0474'
 KP0474'REFERENCE MARK NO. 2 CENTER LINE OF STEEL FLAG POLE, 184 FT. FROM
 KP0474'STATION MARK 235 DEGREES 27 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0420 ***********************************************************************
 KP0420  FBN         -  This is a Federal Base Network Control Station.
 KP0420  DESIGNATION -  FISH CREEK
 KP0420  PID         -  KP0420
 KP0420  STATE/COUNTY-  NV/EUREKA
 KP0420  USGS QUAD   -  PINTO SUMMIT SW (1990)
 KP0420
 KP0420                         *CURRENT SURVEY CONTROL
 KP0420  ___________________________________________________________________
 KP0420* NAD 83(1999)-  39 16 11.57030(N)    115 57 10.88041(W)     ADJUSTED  
 KP0420* NAVD 88     -      1839.2    (meters)    6034.     (feet)  GPS OBS   
 KP0420  ___________________________________________________________________
 KP0420  EPOCH DATE  -        1999.37
 KP0420  X           -  -2,164,461.274 (meters)                     COMP
 KP0420  Y           -  -4,447,053.770 (meters)                     COMP
 KP0420  Z           -   4,016,707.774 (meters)                     COMP
 KP0420  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 KP0420  ELLIP HEIGHT-        1817.91  (meters)          (05/16/00) GPS OBS
 KP0420  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 KP0420
 KP0420  HORZ ORDER  -  A
 KP0420  ELLP ORDER  -  FOURTH    CLASS I
 KP0420
 KP0420.The horizontal coordinates were established by GPS observations
 KP0420.and adjusted by the National Geodetic Survey in May 2000..
 KP0420.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KP0420.DATUM ITEM on the data sheet items page.
 KP0420.The horizontal coordinates are valid at the epoch date displayed above.
 KP0420.The epoch date for horizontal control is a decimal equivalence
 KP0420.of Year/Month/Day.
 KP0420
 KP0420.The orthometric height was determined by GPS observations and a
 KP0420.high-resolution geoid model.
 KP0420
 KP0420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KP0420
 KP0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0420
 KP0420.The ellipsoidal height was determined by GPS observations
 KP0420.and is referenced to NAD 83.
 KP0420
 KP0420.The geoid height was determined by GEOID03.
 KP0420
 KP0420;                    North         East     Units Scale Factor Converg.
 KP0420;SPC NV E     - 8,501,622.260   168,100.331   MT  0.99991253   -0 14 02.4
 KP0420;SPC NV E     -27,892,405.70    551,509.17   sFT  0.99991253   -0 14 02.4
 KP0420;SPC NV C     - 6,501,799.870   561,579.068   MT  0.99994667   +0 27 06.2
 KP0420;SPC NV C     -21,331,321.74  1,842,447.33   sFT  0.99994667   +0 27 06.2
 KP0420;UTM  11      - 4,347,248.569   590,315.230   MT  0.99970043   +0 39 45.9
 KP0420
 KP0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0420!SPC NV E     -   0.99971487  x   0.99991253  =   0.99962742
 KP0420!SPC NV C     -   0.99971487  x   0.99994667  =   0.99966155
 KP0420!UTM  11      -   0.99971487  x   0.99970043  =   0.99941538
 KP0420
 KP0420|---------------------------------------------------------------------|
 KP0420| PID    Reference Object                     Distance      Geod. Az  |
 KP0420|                                                           dddmmss.s |
 KP0420| DD5852 FISH CREEK RM 2                      10.614 METERS 00432     |
 KP0420| DD5851 FISH CREEK RM 1                       8.834 METERS 23914     |
 KP0420| KP0190 S 64                                               3462457.6 |
 KP0420|---------------------------------------------------------------------|
 KP0420
 KP0420                          SUPERSEDED SURVEY CONTROL
 KP0420
 KP0420  NAD 83(1994)-  39 16 11.56936(N)    115 57 10.87750(W) AD(       ) B
 KP0420  ELLIP H (03/30/95) 1817.99   (m)                       GP(       ) 4 1
 KP0420  NAD 83(1986)-  39 16 11.56656(N)    115 57 10.87840(W) AD(       ) 2
 KP0420  NAD 27      -  39 16 11.81900(N)    115 57 07.68700(W) AD(       ) 2
 KP0420  NGVD 29 (07/19/86) 1838.1    (m)         6030.     (f) VERT ANG       
 KP0420
 KP0420.Superseded values are not recommended for survey control.
 KP0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0420.See file dsdata.txt to determine how the superseded data were derived.
 KP0420
 KP0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND9031547249(NAD 83)
 KP0420_MARKER: DS = TRIANGULATION STATION DISK
 KP0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0420_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KP0420_STAMPING: FISH CR 1954
 KP0420_MARK LOGO: CGS   
 KP0420_MAGNETIC: N = NO MAGNETIC MATERIAL
 KP0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0420+STABILITY: SURFACE MOTION
 KP0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0420+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1998
 KP0420
 KP0420  HISTORY     - Date     Condition        Report By
 KP0420  HISTORY     - 1954     MONUMENTED       CGS
 KP0420  HISTORY     - 1954     GOOD             CGS
 KP0420  HISTORY     - 19940207 GOOD             NGS
 KP0420  HISTORY     - 19981214 GOOD             NGS
 KP0420
 KP0420                          STATION DESCRIPTION
 KP0420
 KP0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0420'THE STATION IS ABOUT 17.5 MILES, AIRLINE, SOUTH OF EUREKA, 8
 KP0420'MILES SOUTH OF U.S. HIGHWAY 50 AND 2.5 MILES EAST OF FISH CREEK
 KP0420'RANCH HEADQUARTERS.  IT IS IN A TRIANGULAR SHAPED PLOT OF
 KP0420'GROUND FORMED BY ROAD INTERSECTIONS.  THE MARK IS 68 PACES
 KP0420'SOUTHEAST OF THE FISH CREEK ROAD, 43 PACES SOUTHWEST OF THE
 KP0420'MAIN ROAD CROSSING THE VALLEY AND 21 PACES NORTHWEST OF A
 KP0420'BLADED CONNECTING ROAD.
 KP0420'
 KP0420'TO REACH THE STATION FROM THE COURTHOUSE IN EUREKA, GO IN A
 KP0420'SOUTHEASTERLY DIRECTION ON U.S. HIGHWAY 50 FOR 9.65 MILES TO A
 KP0420'GRADED ROAD ON THE RIGHT AND SIGNS FISH CREEK 10-CALLAWAYS
 KP0420'37-DUCKWATER 40.  TURN RIGHT AS PER SIGN FISH CREEK 10.  GO
 KP0420'SOUTH FOR 7.5 MILES TO THE AZIMUTH MARK ON THE RIGHT, WEST.
 KP0420'CONTINUE ON THE MAIN ROAD FOR 0.75 MILE TO THE STATION AS
 KP0420'DESCRIBED.
 KP0420'
 KP0420'THE STATION MARK IS A STANDARD DISK SET IN A ROUND CONCRETE POST
 KP0420'THAT PROJECTS 2 INCHES.  IT IS STAMPED FISH CR 1954.
 KP0420'
 KP0420'REFERENCE MARK 1 IS A STANDARD DISK SET IN A ROUND CONCRETE
 KP0420'POST THAT PROJECTS 3 INCHES.  IT IS STAMPED FISH CR NO 1 1954.
 KP0420'
 KP0420'REFERENCE MARK 2 IS A STANDARD DISK SET IN A ROUND CONCRETE
 KP0420'POST THAT PROJECTS 2 INCHES.  IT IS STAMPED FISH CR NO 2 1954.
 KP0420'
 KP0420'A U.S.C. AND G.S. BENCH MARK, STAMPED S 64 1934, WAS USED
 KP0420'AS THE AZIMUTH.  IT IS SET IN A 6-INCH SQUARE PRECAST CONCRETE
 KP0420'POST THAT PROJECTS 6 INCHES.  THE MARK IS 70 FEET WEST OF
 KP0420'THE MAIN ROAD, WHERE THE ROAD STARTS MAKING A ROUNDING CURVE
 KP0420'AND GOES EAST FROM A SOUTHERLY DIRECTION.  IT IS ABOUT 0.2 MILE
 KP0420'NORTHEAST OF A FENCE CORNER AND 2 FEET SOUTHEAST OF A WHITE
 KP0420'WITNESS POST.  THE AZIMUTH MARK IS REACHED ON THE WAY TO THE
 KP0420'STATION.
 KP0420
 KP0420                          STATION RECOVERY (1954)
 KP0420
 KP0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KP0420'STATION REACHED BY HELICOPTER.
 KP0420'
 KP0420'STATION MARK STANDARD DISK STAMPED----FISH CR 1954---,SET IN A
 KP0420'ROUND CONCRETE POST.
 KP0420
 KP0420                          STATION RECOVERY (1994)
 KP0420
 KP0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 KP0420'STATION IS LOCATED ABOUT 26 KM (16.15 MI) SOUTH OF EUREKA, 4 KM (2.50
 KP0420'MI) WEST OF THE WHITE PINE-EUREKA COUNTY LINE, 0.2 KM (0.10 MI)
 KP0420'SOUTHWEST OF THE PAVED EUREKA-CURRANT ROAD, 0.2 KM (0.10 MI) NORTH OF
 KP0420'A GRAVEL PIT, IN A FLAT AREA CRISS-CROSSED WITH ROADS, IN VERY LOW
 KP0420'BRUSH, ALONG THE GRADED ROAD LEADING TO THE FISH CREEK RANCH
 KP0420'HEADQUARTERS, IN LITTLE SMOKY VALLEY, IN SOUTH CENTRAL SECTION 12, T
 KP0420'16 N, R 53 E.  OWNERSHIP--US BUREAU OF LAND MANAGEMENT. TO REACH FROM
 KP0420'THE COURTHOUSE IN EUREKA, GO SOUTH AND EAST ON US HIGHWAY 6 FOR 16.93
 KP0420'KM (10.50 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH, ON FISH CREEK
 KP0420'ROAD FOR 12.67 KM (7.85 MI) TO A FORK AT A ROAD CURVE LEFT.  KEEP
 KP0420'RIGHT, SOUTHERLY, ON WIDE GRADED ROAD FOR 0.27 KM (0.15 MI) TO A TRACK
 KP0420'CROSSROAD.  CONTINUE AHEAD FOR 0.05 KM (0.05 MI) TO THE STATION ON THE
 KP0420'LEFT. STATION MARK IS A DISK SET IN THE TOP OF A 30-CM ROUND CONCRETE
 KP0420'POST PROJECTING 5 CM ABOVE GROUND.  IT IS 43.2 M (141.7 FT) SOUTHEAST
 KP0420'OF THE CENTER OF THE MAIN GRADED ROAD, 15.8 M (51.8 FT)
 KP0420'NORTH-NORTHWEST OF THE CENTER OF A GRADED ROAD, 0.8 M (2.6 FT)
 KP0420'NORTHEAST OF A SHORT FIBERGLASS WITNESS POST, AND 3 M (9.8 FT)
 KP0420'SOUTHEAST OF THE EXTENSION OF THE PAVED ROAD TO THE NORTHEAST.
 KP0420
 KP0420                          STATION RECOVERY (1998)
 KP0420
 KP0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 KP0420'THE STATION IS LOCATED ABOUT 26.0 KM (16.15 MI) SOUTH OF EUREKA, 4.0
 KP0420'KM (2.50 MI) WEST OF THE WHITE PINE-EUREKA COUNTY LINE, 0.2 KM (0.10
 KP0420'MI) SOUTHWEST OF EUREKA CURRANT ROAD, 0.2 KM (0.10 MI) NORTH OF A
 KP0420'GRAVEL PIT IN A FLAT AREA AT MULTIPLE ROAD CROSSINGS, IN LOW BRUSH
 KP0420'ALONG THE SOUTHEAST SIDE OF THE GRADED ROAD LEADING TO FISH CREEK
 KP0420'RANCH.  OWNERSHIP--US BUREAU OF LAND MANAGEMENT.  TO REACH THE STATION
 KP0420'FROM THE COURTHOUSE IN EUREKA, GO SOUTH ON US HIGHWAY 50 FOR 16.4 KM
 KP0420'(10.20 MI) TO FISH CREEK ROAD ON THE RIGHT.  TURN RIGHT, SOUTH ON FISH
 KP0420'CREEK ROAD FOR 12.8 KM (7.95 MI) TO A FORK AT A LEFT CURVE IN THE
 KP0420'ROAD.  KEEP RIGHT, SOUTHERLY ON THE WIDE GRADED ROAD FOR 0.27 KM (0.15
 KP0420'MI) TO A TRACK CROSSROAD.  CONTINUE AHEAD FOR 0.05 KM (0.05 MI) TO THE
 KP0420'STATION ON THE LEFT.  THE STATION IS SET IN TOP OF A 30 CM ROUND
 KP0420'CONCRETE POST PROJECTING 5 CM ABOVE GROUND.  IT IS 43.2 M (141.7 FT)
 KP0420'SOUTHEAST OF THE CENTER OF THE MAIN GRADED ROAD, 15.8 M (51.8 FT)
 KP0420'NORTH-NORTHWEST OF THE CENTER OF A GRADED ROAD AND 0.8 M (2.6 FT)
 KP0420'NORTHEAST OF A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0831 ***********************************************************************
 LR0831  DESIGNATION -  FISH CREEK BELL TEL MICROWAVE
 LR0831  PID         -  LR0831
 LR0831  STATE/COUNTY-  NV/LANDER
 LR0831  USGS QUAD   -  MC COY NW (1990)
 LR0831
 LR0831                         *CURRENT SURVEY CONTROL
 LR0831  ___________________________________________________________________
 LR0831* NAD 83(1994)-  40 24 54.16532(N)    117 12 22.83157(W)     ADJUSTED  
 LR0831* NAVD 88     -                                                        
 LR0831  ___________________________________________________________________
 LR0831  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 LR0831  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 LR0831
 LR0831  HORZ ORDER  -  THIRD
 LR0831
 LR0831.The horizontal coordinates were established by classical geodetic methods
 LR0831.and adjusted by the National Geodetic Survey in June 1998..
 LR0831
 LR0831
 LR0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0831
 LR0831.The geoid height was determined by GEOID03.
 LR0831
 LR0831;                    North         East     Units Scale Factor Converg.
 LR0831;SPC NV C     - 6,628,833.797   454,199.734   MT  0.99992581   -0 20 59.6
 LR0831;SPC NV C     -21,748,098.88  1,490,153.63   sFT  0.99992581   -0 20 59.6
 LR0831;SPC NV W     - 4,629,604.465   916,861.711   MT  1.00006805   +0 53 34.2
 LR0831;SPC NV W     -15,188,960.65  3,008,070.46   sFT  1.00006805   +0 53 34.2
 LR0831;UTM  11      - 4,473,845.349   482,493.796   MT  0.99960377   -0 08 01.6
 LR0831
 LR0831                          SUPERSEDED SURVEY CONTROL
 LR0831
 LR0831  NAD 83(1986)-  40 24 54.16858(N)    117 12 22.82520(W) AD(       ) 4
 LR0831  NAD 27      -  40 24 54.48100(N)    117 12 19.44400(W) AD(       ) 3
 LR0831
 LR0831.Superseded values are not recommended for survey control.
 LR0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0831.See file dsdata.txt to determine how the superseded data were derived.
 LR0831
 LR0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME8249473845(NAD 83)
 LR0831
 LR0831  HISTORY     - Date     Condition        Report By
 LR0831  HISTORY     - 1958     FIRST OBSERVED   CGS
 LR0831
 LR0831                          STATION DESCRIPTION
 LR0831
 LR0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ILC)
 LR0831'STATION IS LOCATED, AIRLINE, ABOUT 18 MILES SOUTHWEST OF
 LR0831'BATTLE MOUNTAIN, 8 MILES WEST OF STATE HIGHWAY 8-A AND NEAR
 LR0831'THE TOP OF A LONG, FLAT TOPPED MOUNTAIN.  STATION ALKALI
 LR0831'(USGS) IS ON THE SAME MOUNTAIN.
 LR0831'
 LR0831'STATION IS THE CENTER OF 4 SCREENS ON TOP OF A CONCRETE
 LR0831'BUILDING.  THE SCREENS ARE SET IN A 20 FOOT SQUARE AND THE
 LR0831'BUILDING IS 30 FEET SQUARE WITH THE TOP OF THE SCREENS BEING
 LR0831'35 FEET ABOVE THE GROUND.  THE BUILDING IS ABOUT 45 FEET LOWER
 LR0831'THAN THE TOP OF THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR2517 ***********************************************************************
 HR2517  DESIGNATION -  FISHLAKE
 HR2517  PID         -  HR2517
 HR2517  STATE/COUNTY-  NV/ESMERALDA
 HR2517  USGS QUAD   -  EAST OF DAVIS MTN (1994)
 HR2517
 HR2517                         *CURRENT SURVEY CONTROL
 HR2517  ___________________________________________________________________
 HR2517* NAD 83(1994)-  37 49 25.47654(N)    118 06 05.58890(W)     ADJUSTED  
 HR2517* NAVD 88     -      1513.25   (+/-2cm)    4964.7    (feet)  VERTCON   
 HR2517  ___________________________________________________________________
 HR2517  LAPLACE CORR-          -6.63  (seconds)                    DEFLEC99
 HR2517  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 HR2517
 HR2517  HORZ ORDER  -  THIRD
 HR2517  VERT ORDER  -  THIRD ? (See Below)
 HR2517
 HR2517.The horizontal coordinates were established by classical geodetic methods
 HR2517.and adjusted by the National Geodetic Survey in June 1998..
 HR2517
 HR2517.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR2517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR2517.The vertical order pertains to the NGVD 29 superseded value.
 HR2517
 HR2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2517
 HR2517.The geoid height was determined by GEOID03.
 HR2517
 HR2517;                    North         East     Units Scale Factor Converg.
 HR2517;SPC NV W     - 4,341,151.376   842,412.961   MT  0.99992215   +0 17 43.6
 HR2517;SPC NV W     -14,242,594.14  2,763,816.52   sFT  0.99992215   +0 17 43.6
 HR2517;SPC CA 3     -   649,616.089 2,211,126.850   MT  0.99992998   +1 28 06.3
 HR2517;SPC CA 3     - 2,131,282.12  7,254,338.67   sFT  0.99992998   +1 28 06.3
 HR2517;UTM  11      - 4,186,830.816   403,054.124   MT  0.99971576   -0 40 32.0
 HR2517
 HR2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2517!SPC NV W     -   0.99976662  x   0.99992215  =   0.99968879
 HR2517!SPC CA 3     -   0.99976662  x   0.99992998  =   0.99969661
 HR2517!UTM  11      -   0.99976662  x   0.99971576  =   0.99948244
 HR2517
 HR2517:                Primary Azimuth Mark                     Grid Az
 HR2517:SPC NV W     -  FISHLAKE AZ MK                           173 28 49.9
 HR2517:SPC CA 3     -  FISHLAKE AZ MK                           172 18 27.2
 HR2517:UTM  11      -  FISHLAKE AZ MK                           174 27 05.5
 HR2517
 HR2517|---------------------------------------------------------------------|
 HR2517| PID    Reference Object                     Distance      Geod. Az  |
 HR2517|                                                           dddmmss.s |
 HR2517| DA9929 FISHLAKE AZ MK                                     1734633.5 |
 HR2517| DA9930 FISHLAKE RM 1                         8.783 METERS 21651     |
 HR2517| DA9931 FISHLAKE RM 2                         9.140 METERS 33809     |
 HR2517|---------------------------------------------------------------------|
 HR2517
 HR2517                          SUPERSEDED SURVEY CONTROL
 HR2517
 HR2517  NAD 83(1992)-  37 49 25.47469(N)    118 06 05.58991(W) AD(       ) 3
 HR2517  NAD 83(1986)-  37 49 25.47410(N)    118 06 05.58084(W) AD(       ) 3
 HR2517  NAD 27      -  37 49 25.72700(N)    118 06 02.18400(W) AD(       ) 3
 HR2517  NGVD 29 (07/19/86) 1512.08   (m)         4960.9    (f) LEVELING    3  
 HR2517
 HR2517.Superseded values are not recommended for survey control.
 HR2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2517.See file dsdata.txt to determine how the superseded data were derived.
 HR2517
 HR2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB0305486831(NAD 83)
 HR2517_MARKER: DS = TRIANGULATION STATION DISK
 HR2517_SETTING: 66 = SET IN ROCK OUTCROP
 HR2517_PROJECTION: FLUSH
 HR2517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR2517+STABILITY: POSITION/ELEVATION WELL
 HR2517
 HR2517  HISTORY     - Date     Condition        Report By
 HR2517  HISTORY     - 1950     MONUMENTED       CGS
 HR2517  HISTORY     - 1962     GOOD             USGS
 HR2517  HISTORY     - 19850425 GOOD             USGS
 HR2517
 HR2517                          STATION DESCRIPTION
 HR2517
 HR2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HR2517'THE STATION IS LOCATED ABOUT 16 MILES AIR LINE SOUTHEAST OF
 HR2517'THE BASALT MAINTENANCE STATION, 15-1/2 MILES AIR LINE SOUTH
 HR2517'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 3A AND U.S. HIGHWAY
 HR2517'6, 9 MILES NORTH NORTHWEST OF DYER AND 0.1 MILE SOUTH OF
 HR2517'FISH LAKE MAINTENANCE STATION.  IT IS 81.5 FEET WEST OF THE
 HR2517'CENTER OF STATE HIGHWAY 3A AND 8.4 FEET NORTH OF A WHITE
 HR2517'WITNESS POST.  THE MARK IS STAMPED FISHLAKE 1950.
 HR2517'
 HR2517'REFERENCE MARK NUMBER 1 IS ABOUT THE SAME ELEVATION AS THE
 HR2517'STATION.  THE BOULDER PROJECTS 8 INCHES ABOVE THE SURFACE
 HR2517'OF THE GROUND.  THE MARK IS STAMPED FISHLAKE NO 1 1950.
 HR2517'
 HR2517'REFERENCE MARK NUMBER 2 IS ABOUT THE SAME ELEVATION AS THE
 HR2517'STATION.  THE MARK IS STAMPED FISHLAKE NO 2 1950.
 HR2517'
 HR2517'THE AZIMUTH MARK IS LOCATED 61.1 FEET EAST OF THE CENTER OF
 HR2517'STATE HIGHWAY 3A AND 6.7 FEET SOUTH OF A WHITE WITNESS POST.
 HR2517'THE MARK IS STAMPED FISHLAKE 1950.
 HR2517'
 HR2517'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 3A AND U.S. HIGHWAY
 HR2517'6 WHICH IS ABOUT 16 MILES EAST OF THE BASALT MAINTENANCE
 HR2517'STATION, GO SOUTH ON STATE HIGHWAY 3A FOR 16.5 MILES TO THE
 HR2517'STATION ON THE RIGHT AS DESCRIBED ABOVE.  A DRIVE STATION.
 HR2517'
 HR2517'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE
 HR2517'HIGHWAY FOR 0.6 MILE TO THE MARK ON THE LEFT AS DESCRIBED
 HR2517'ABOVE.
 HR2517
 HR2517                          STATION RECOVERY (1962)
 HR2517
 HR2517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HR2517'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37118-1, STATION 1032.
 HR2517'STATION MARK--A STANDARD DISK STAMPED---FISHLAKE 1950---.
 HR2517
 HR2517                          STATION RECOVERY (1985)
 HR2517
 HR2517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RFW)
 HR2517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0746 ***********************************************************************
 MT0746  DESIGNATION -  FIVE MILE
 MT0746  PID         -  MT0746
 MT0746  STATE/COUNTY-  NV/ELKO
 MT0746  USGS QUAD   -  NINEMILE MTN (1982)
 MT0746
 MT0746                         *CURRENT SURVEY CONTROL
 MT0746  ___________________________________________________________________
 MT0746* NAD 83(1994)-  41 27 50.29959(N)    114 28 00.05331(W)     ADJUSTED  
 MT0746* NAVD 88     -      2242.4    (meters)    7357.     (feet)  VERTCON   
 MT0746  ___________________________________________________________________
 MT0746  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 MT0746  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 MT0746
 MT0746  HORZ ORDER  -  SECOND
 MT0746
 MT0746.The horizontal coordinates were established by classical geodetic methods
 MT0746.and adjusted by the National Geodetic Survey in June 1998..
 MT0746
 MT0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0746
 MT0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0746
 MT0746.The geoid height was determined by GEOID03.
 MT0746
 MT0746;                    North         East     Units Scale Factor Converg.
 MT0746;SPC NV E     - 8,745,770.350   293,279.218   MT  1.00000705   +0 44 22.0
 MT0746;SPC NV E     -28,693,414.89    962,200.23   sFT  1.00000705   +0 44 22.0
 MT0746;UTM  11      - 4,593,362.474   711,563.539   MT  1.00015086   +1 40 41.0
 MT0746
 MT0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0746!SPC NV E     -   0.99965095  x   1.00000705  =   0.99965800
 MT0746!UTM  11      -   0.99965095  x   1.00015086  =   0.99980176
 MT0746
 MT0746|---------------------------------------------------------------------|
 MT0746| PID    Reference Object                     Distance      Geod. Az  |
 MT0746|                                                           dddmmss.s |
 MT0746| DD5853 FIVE MILE RM 1                        5.243 METERS 21611     |
 MT0746| MT0782 KNOLL 2                             APPROX.22.1 KM 3212328.9 |
 MT0746| DD5854 FIVE MILE RM 2                       12.064 METERS 33402     |
 MT0746|---------------------------------------------------------------------|
 MT0746
 MT0746                          SUPERSEDED SURVEY CONTROL
 MT0746
 MT0746  NAD 83(1994)-  41 27 50.29919(N)    114 28 00.05281(W) AD(       ) 2
 MT0746  NAD 83(1986)-  41 27 50.29549(N)    114 28 00.04827(W) AD(       ) 2
 MT0746  NAD 27      -  41 27 50.58394(N)    114 27 56.94841(W) AD(       ) 2
 MT0746  NGVD 29 (07/19/86) 2241.2    (m)         7353.     (f) VERT ANG       
 MT0746
 MT0746.Superseded values are not recommended for survey control.
 MT0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0746.See file dsdata.txt to determine how the superseded data were derived.
 MT0746
 MT0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF1156493362(NAD 83)
 MT0746_MARKER: Z = SEE DESCRIPTION
 MT0746_SETTING: 0 = UNSPECIFIED SETTING
 MT0746
 MT0746  HISTORY     - Date     Condition        Report By
 MT0746  HISTORY     - 1967     MONUMENTED       USGS
 MT0746
 MT0746                          STATION DESCRIPTION
 MT0746
 MT0746'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (BAR)
 MT0746'LOCATED ABOUT 20 MI. NW. OF MONTELLO.  ABOUT 15 MI. NE. OF
 MT0746'THOUSAND SPRINGS TRADING POST.  ABOUT 8 MI. S. OF ECCLES RANCH.
 MT0746'AT THE JUNCTION OF ROCK SPRINGS CREEK AND THOUSAND SPRINGS
 MT0746'CREEK.  ON A HIGH, PROMINENT PEAK.
 MT0746'
 MT0746'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 93, ABOUT
 MT0746'1 MI. E. OF WELLS, GO N. ON U.S. HIGHWAY 93 26.6 MI. TO RD.
 MT0746'ON RIGHT AND SIGN WINE CUP RANCH.  TURN RIGHT AND FOLLOW
 MT0746'MAIN-TRAVELED RD. TOWARD MONTELLO FOR 17.2 MI. TO TRACK RD.
 MT0746'LEADING S.  TURN RIGHT (S.) AND GO 7.2 MI. TO SADDLE.  TURN
 MT0746'RIGHT (W.) UP RIDGE FOR 0.7 MI. TO TOP AND STATION (4-WHEEL
 MT0746'DRIVE NECESSARY FOR LAST 0.7 MI.)
 MT0746'
 MT0746'STATION MARK--A STANDARD TABLET STAMPED FIVE MILE 1967 SET
 MT0746'IN SOLID ROCK OUTCROP.
 MT0746'
 MT0746'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED NO 1 1967
 MT0746'SET IN SOLID ROCK OUTCROP.
 MT0746'
 MT0746'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED NO 2 1967
 MT0746'SET IN SOLID ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1757 ***********************************************************************
 KR1757  DESIGNATION -  FIX
 KR1757  PID         -  KR1757
 KR1757  STATE/COUNTY-  NV/WASHOE
 KR1757  USGS QUAD   -  VISTA (1982)
 KR1757
 KR1757                         *CURRENT SURVEY CONTROL
 KR1757  ___________________________________________________________________
 KR1757* NAD 83(1994)-  39 34 18.53752(N)    119 38 17.63060(W)     ADJUSTED  
 KR1757* NAVD 88     -      1726.2    (meters)    5663.     (feet)  VERTCON   
 KR1757  ___________________________________________________________________
 KR1757  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 KR1757  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 KR1757
 KR1757  HORZ ORDER  -  SECOND
 KR1757
 KR1757.The horizontal coordinates were established by classical geodetic methods
 KR1757.and adjusted by the National Geodetic Survey in June 1998..
 KR1757
 KR1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1757
 KR1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1757
 KR1757.The geoid height was determined by GEOID03.
 KR1757
 KR1757;                    North         East     Units Scale Factor Converg.
 KR1757;SPC NV W     - 4,535,607.243   709,366.205   MT  1.00000110   -0 40 19.4
 KR1757;SPC NV W     -14,880,571.43  2,327,312.29   sFT  1.00000110   -0 40 19.4
 KR1757;UTM  11      - 4,383,559.699   273,385.889   MT  1.00023231   -1 40 53.0
 KR1757
 KR1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1757!SPC NV W     -   0.99973303  x   1.00000110  =   0.99973413
 KR1757!UTM  11      -   0.99973303  x   1.00023231  =   0.99996528
 KR1757
 KR1757|---------------------------------------------------------------------|
 KR1757| PID    Reference Object                     Distance      Geod. Az  |
 KR1757|                                                           dddmmss.s |
 KR1757| DB7286 FIX RM 2                              9.865 METERS 00546     |
 KR1757| DB7285 FIX RM 1                             10.918 METERS 18002     |
 KR1757| KR1754 CAVOR                               APPROX. 4.8 KM 1973016.5 |
 KR1757| KR1759 RENO RADIO VOR RNO                  APPROX. 4.8 KM 1984916.4 |
 KR1757| KR1756 FIX RM NV STATE HWY MARK              2.083 METERS 32513     |
 KR1757|---------------------------------------------------------------------|
 KR1757
 KR1757                          SUPERSEDED SURVEY CONTROL
 KR1757
 KR1757  NAD 83(1992)-  39 34 18.54361(N)    119 38 17.62673(W) AD(       ) 2
 KR1757  NAD 83(1986)-  39 34 18.54508(N)    119 38 17.61783(W) AD(       ) 2
 KR1757  NAD 27      -  39 34 18.86000(N)    119 38 13.94950(W) AD(       ) 2
 KR1757  NGVD 29 (07/19/86) 1725.1    (m)         5660.     (f) VERT ANG       
 KR1757
 KR1757.Superseded values are not recommended for survey control.
 KR1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1757.See file dsdata.txt to determine how the superseded data were derived.
 KR1757
 KR1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7338683560(NAD 83)
 KR1757_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1757_SETTING: 80 = SET IN A BOULDER
 KR1757_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1757
 KR1757  HISTORY     - Date     Condition        Report By
 KR1757  HISTORY     - 1958     MONUMENTED       CGS
 KR1757
 KR1757                          STATION DESCRIPTION
 KR1757
 KR1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1757'THE STATION IS 7 MILES EAST-NORTHEAST OF SPARKS, 7 MILES
 KR1757'WEST-NORTHWEST OF THE 102 RANCH AND CAFE AND ON THE SUMMIT
 KR1757'AND MOST EASTERLY OF TWO ROCKY OUTCROPS ON A LONG RIDGE LIKE
 KR1757'HILL.  THERE ARE HIGHER HILLS SURROUNDING THE STATION SITE.
 KR1757'
 KR1757'TO REACH FROM THE 102 RANCH AND CAFE, WHICH IS 14 MILES
 KR1757'ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE IN WADSWORTH,
 KR1757'GO WEST ON U.S. HIGHWAY 40 FOR 6.8 MILES TO A BLADED ROAD
 KR1757'TO THE RIGHT APPROXIMATELY 1.5 MILES EAST OF THE MUSTANG STATIONS.
 KR1757'THIS ROAD IS SURFACED WITH MACADAM FOR A VERY SHORT DISTANCE.
 KR1757'TURN RIGHT, NORTH, AND GO 1.3 MILES TO A FORK 0.1 MILE BEFORE
 KR1757'REACHING AN OLD MINE, (VERY WHITE MATERIAL) KEEP THE RIGHT
 KR1757'FORK FOR 0.2 MILE TO WHERE THE ROAD TURNS SHARP RIGHT, EAST,
 KR1757'UP AND OVER THE RIDGE.  FOLLOW THIS ROAD OVER THE RIDGE AND
 KR1757'DOWN INTO THE CANYON THEN NORTH UP ANOTHER CANYON FOR 2.3
 KR1757'MILES TO WHERE THE ROAD COMES OUT ON TOP IN A RATHER FLAT
 KR1757'SADDLE AND A T ROAD INTERSECTION.  HERE TURN RIGHT AND
 KR1757'FOLLOW THE DIM TRACKS UP OVER THE RIDGE FOR 0.5 MILE TO A
 KR1757'VERY DIM FORK, TAKE THE LEFT FORK AND PICK WAY UP THROUGH
 KR1757'THE ROCKS FOR 0.5 MILE TO THE EAST SIDE OF THE MOST EASTERN
 KR1757'ONE OF TWO ROCKY POINTS.  PACK WEST FOR ABOUT 75 YARDS
 KR1757'TO THE HIGHEST POINT AND STATION SITE.
 KR1757'
 KR1757'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 KR1757'IN DRILL HOLES IN BOULDERS AND STAMPED FIX 1958 WITH THE
 KR1757'REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
 KR1757'
 KR1757'REFERENCE MARK NO 1 IS IN A LARGE BOULDER, 4 FEET ON A SIDE,
 KR1757'AT THE SOUTH EDGE OF THE RIDGE.
 KR1757'
 KR1757'REFERENCE MARK NO 2 IS IN A LARGE BOULDER, 2 FEET ON A SIDE,
 KR1757'AT THE NORTH EDGE OF THE RIDGE.
 KR1757'
 KR1757'THE MARK OF THE NEVADA HIGHWAY DEPARTMENT IS A STEEL BOLT
 KR1757'DRIVEN INTO THE GROUND BETWEEN THE ROCKS 7 FEET NORTH-NORTHWEST
 KR1757'OF THE STATION AND ABOUT 1 FOOT LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1756 ***********************************************************************
 KR1756  DESIGNATION -  FIX RM NV STATE HWY MARK
 KR1756  PID         -  KR1756
 KR1756  STATE/COUNTY-  NV/WASHOE
 KR1756  USGS QUAD   -  VISTA (1982)
 KR1756
 KR1756                         *CURRENT SURVEY CONTROL
 KR1756  ___________________________________________________________________
 KR1756* NAD 83(1994)-  39 34 18.59300(N)    119 38 17.68038(W)     ADJUSTED  
 KR1756* NAVD 88     -      1726.     (meters)    5663.     (feet)  VERTCON   
 KR1756  ___________________________________________________________________
 KR1756  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 KR1756  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 KR1756
 KR1756  HORZ ORDER  -  SECOND
 KR1756
 KR1756.The horizontal coordinates were established by classical geodetic methods
 KR1756.and adjusted by the National Geodetic Survey in June 1998..
 KR1756
 KR1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1756
 KR1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1756
 KR1756.The geoid height was determined by GEOID03.
 KR1756
 KR1756;                    North         East     Units Scale Factor Converg.
 KR1756;SPC NV W     - 4,535,608.968   709,365.037   MT  1.00000111   -0 40 19.5
 KR1756;SPC NV W     -14,880,577.09  2,327,308.46   sFT  1.00000111   -0 40 19.5
 KR1756;UTM  11      - 4,383,561.445   273,384.751   MT  1.00023231   -1 40 53.0
 KR1756
 KR1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1756!SPC NV W     -   0.99973305  x   1.00000111  =   0.99973415
 KR1756!UTM  11      -   0.99973305  x   1.00023231  =   0.99996529
 KR1756
 KR1756                          SUPERSEDED SURVEY CONTROL
 KR1756
 KR1756  NAD 83(1992)-  39 34 18.59909(N)    119 38 17.67651(W) AD(       ) 2
 KR1756  NAD 83(1986)-  39 34 18.60055(N)    119 38 17.66761(W) AD(       ) 2
 KR1756  NAD 27      -  39 34 18.91550(N)    119 38 13.99930(W) AD(       ) 2
 KR1756  NGVD 29 (07/19/86) 1725.     (m)         5659.     (f) VERT ANG       
 KR1756
 KR1756.Superseded values are not recommended for survey control.
 KR1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1756.See file dsdata.txt to determine how the superseded data were derived.
 KR1756
 KR1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7338583561(NAD 83)
 KR1756_MARKER: Z = SEE DESCRIPTION
 KR1756_SETTING: 0 = UNSPECIFIED SETTING
 KR1756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1756
 KR1756  HISTORY     - Date     Condition        Report By
 KR1756  HISTORY     - 1958     MONUMENTED       CGS
 KR1756
 KR1756                          STATION DESCRIPTION
 KR1756
 KR1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 KR1756'A TRIANGULATION STATION OF THE DEPARTMENT OF HIGHWAYS, STATE
 KR1756'OF NEVADA, MARKED BY A STEEL BOLT DRIVEN WITHIN OUTCROPPING
 KR1756'ROAK, DISTANT 2.083 METERS (7.83 FEET) IN AZIMUTH 145 DEG
 KR1756'13 MIN FROM TRIANGULATION STATION FIX.  STATION SETS ON THE
 KR1756'SUMMIT OF A HIGH HILL 7 MILES EAST-NORTHEAST OF SPARKS AND
 KR1756'OVERLOOKS THE LOWER VALLEY IN THAT DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0075 ***********************************************************************
 KQ0075  DESIGNATION -  FLAT
 KQ0075  PID         -  KQ0075
 KQ0075  STATE/COUNTY-  NV/LANDER
 KQ0075  USGS QUAD   -  CAPE HORN (1989)
 KQ0075
 KQ0075                         *CURRENT SURVEY CONTROL
 KQ0075  ___________________________________________________________________
 KQ0075* NAD 83(1994)-  39 23 13.24859(N)    116 51 00.86789(W)     ADJUSTED  
 KQ0075* NAVD 88     -      1749.589  (meters)    5740.11   (feet)  ADJUSTED  
 KQ0075  ___________________________________________________________________
 KQ0075  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 KQ0075  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 KQ0075  DYNAMIC HT  -        1747.831 (meters)    5734.34  (feet)  COMP
 KQ0075  MODELED GRAV-     979,560.7   (mgal)                       NAVD 88
 KQ0075
 KQ0075  HORZ ORDER  -  SECOND
 KQ0075  VERT ORDER  -  FIRST     CLASS II
 KQ0075
 KQ0075.The horizontal coordinates were established by classical geodetic methods
 KQ0075.and adjusted by the National Geodetic Survey in June 1998..
 KQ0075
 KQ0075.The orthometric height was determined by differential leveling
 KQ0075.and adjusted by the National Geodetic Survey in June 1991..
 KQ0075
 KQ0075.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0075
 KQ0075.The geoid height was determined by GEOID03.
 KQ0075
 KQ0075.The dynamic height is computed by dividing the NAVD 88
 KQ0075.geopotential number by the normal gravity value computed on the
 KQ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0075.degrees latitude (g = 980.6199 gals.).
 KQ0075
 KQ0075.The modeled gravity was interpolated from observed gravity values.
 KQ0075
 KQ0075;                    North         East     Units Scale Factor Converg.
 KQ0075;SPC NV C     - 6,514,576.190   484,186.179   MT  0.99990308   -0 06 59.4
 KQ0075;SPC NV C     -21,373,238.72  1,588,534.16   sFT  0.99990308   -0 06 59.4
 KQ0075;UTM  11      - 4,359,736.012   512,896.949   MT  0.99960205   +0 05 42.1
 KQ0075
 KQ0075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0075!SPC NV C     -   0.99972901  x   0.99990308  =   0.99963212
 KQ0075!UTM  11      -   0.99972901  x   0.99960205  =   0.99933117
 KQ0075
 KQ0075:                Primary Azimuth Mark                     Grid Az
 KQ0075:SPC NV C     -  HICKISON                                 062 55 53.1
 KQ0075:UTM  11      -  HICKISON                                 062 43 11.6
 KQ0075
 KQ0075|---------------------------------------------------------------------|
 KQ0075| PID    Reference Object                     Distance      Geod. Az  |
 KQ0075|                                                           dddmmss.s |
 KQ0075| KQ0520 HICKISON                            APPROX.12.1 KM 0624853.7 |
 KQ0075| KQ0073 FLAT RM 2                            12.751 METERS 16308     |
 KQ0075| KQ0074 FLAT RM 1                             5.650 METERS 26719     |
 KQ0075|---------------------------------------------------------------------|
 KQ0075
 KQ0075                          SUPERSEDED SURVEY CONTROL
 KQ0075
 KQ0075  NAD 83(1986)-  39 23 13.24964(N)    116 51 00.85987(W) AD(       ) 2
 KQ0075  NAD 27      -  39 23 13.50700(N)    116 50 57.56000(W) AD(       ) 2
 KQ0075  NGVD 29 (??/??/92) 1748.356  (m)         5736.06   (f) ADJ UNCH    1 2
 KQ0075
 KQ0075.Superseded values are not recommended for survey control.
 KQ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0075.See file dsdata.txt to determine how the superseded data were derived.
 KQ0075
 KQ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND1289759736(NAD 83)
 KQ0075_MARKER: DS = TRIANGULATION STATION DISK
 KQ0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0075_STAMPING: FLAT 1954
 KQ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0075+STABILITY: SURFACE MOTION
 KQ0075
 KQ0075  HISTORY     - Date     Condition        Report By
 KQ0075  HISTORY     - 1954     MONUMENTED       CGS
 KQ0075  HISTORY     - 1955     GOOD             CGS
 KQ0075  HISTORY     - 1955     GOOD             NGS
 KQ0075  HISTORY     - 1968     GOOD             CGS
 KQ0075  HISTORY     - 1976     GOOD             NGS
 KQ0075
 KQ0075                          STATION DESCRIPTION
 KQ0075
 KQ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0075'THE STATION IS LOCATED ALONG THE SOUTHEAST SIDE OF U.S. HIGHWAY
 KQ0075'50.  IT IS ABOUT 14 MILES, AIR LINE, SOUTHEAST OF AUSTIN,
 KQ0075'AND ABOUT 5 MILES, AIR LINE, EAST-SOUTHEAST OF THE FRONTIER
 KQ0075'TAVERN AND SERVICE STATION.
 KQ0075'
 KQ0075'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN GO EASTERLY
 KQ0075'ON U.S. HIGHWAY 50 FOR 11.8 MILES TO THE JUNCTION OF U.S.
 KQ0075'HIGHWAY 50 AND STATE HIGHWAY 8A.  CONTINUE, EASTERLY, ON U.S.
 KQ0075'HIGHWAY 50 FOR 4.85 MILES TO THE STATION ON THE RIGHT.
 KQ0075'
 KQ0075'THE STATION DISK, STAMPED FLAT 1954, IS A STANDARD DISK SET
 KQ0075'IN THE TOP OF A CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER
 KQ0075'AND PROJECTS 3 INCHES.  IT IS 60 FEET SOUTH OF THE CENTER LINE
 KQ0075'OF THE HIGHWAY, AND 6 FEET WEST OF A WITNESS POST.
 KQ0075'
 KQ0075'REFERENCE MARK 1, STAMPED FLAT NO 1 1954, IS A STANDARD DISK
 KQ0075'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.  IT
 KQ0075'IS ABOUT THE SAME ELEVATION AS THE STATION.
 KQ0075'
 KQ0075'REFERENCE MARK 2, STAMPED FLAT NO 2 1954, IS A STANDARD DISK
 KQ0075'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.  IT
 KQ0075'IS ABOUT 1 FOOT LOWER THAN THE STATION.
 KQ0075'
 KQ0075'B.M. R 55 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 KQ0075'MARK DISK, STAMPED R 55 1931, SET IN THE TOP OF A 6-INCH
 KQ0075'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 54 FEET
 KQ0075'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  TO REACH THE
 KQ0075'MARK FROM THE STATION GO NORTHEAST ON U.S. HIGHWAY 50 FOR
 KQ0075'1.2 MILES TO THE MARK ON THE LEFT.
 KQ0075
 KQ0075                          STATION RECOVERY (1955)
 KQ0075
 KQ0075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 KQ0075'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED AS
 KQ0075'DESCRIBED
 KQ0075'
 KQ0075'THE STATION AND AZIMUTH MARKS ARE IN GOOD CONDITION.  THE
 KQ0075'REFERENCE MARKS ARE IN SMALL ROCKS WHICH ARE NOT VERY STABLE.
 KQ0075
 KQ0075                          STATION RECOVERY (1955)
 KQ0075
 KQ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KQ0075'16.7 MI SE FROM AUSTIN.
 KQ0075'16.7 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0075'AT AUSTIN, AT A CUT THRU A LOW ROCKY RIDGE, 27 FEET SOUTH OF THE SOUTH
 KQ0075'EDGE OF THE CUT, 41.8 FEET NORTH OF FLAT R.M. 2, 18.5 FEET EAST OF
 KQ0075'FLAT R.M. 1, 6.2 FEET WEST OF A WITNESS POST, ABOUT 12 FEET HIGHER
 KQ0075'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 KQ0075'FOOT ABOVE THE GROUND.
 KQ0075
 KQ0075                          STATION RECOVERY (1968)
 KQ0075
 KQ0075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JY)
 KQ0075'GOOD.
 KQ0075
 KQ0075                          STATION RECOVERY (1976)
 KQ0075
 KQ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 KQ0075'THE STATION MARK, REFERENCE MARK NUMBER 2 AND THE AZIMUTH MARK
 KQ0075'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NUMBER 1 STILL
 KQ0075'SET IN A SMALL BOULDER WAS FOUND COMPLETELY OUT OF THE GROUND.  NO
 KQ0075'MAINTENANCE WAS PERFORMED AT THIS TIME.
 KQ0075'
 KQ0075'A NEW TO REACH FOLLOWS.
 KQ0075'
 KQ0075'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN GO EASTERLY ON
 KQ0075'U.S. HIGHWAY 50 FOR 11.6 MILES TO THE JUNCTION WITH NEVADA HIGHWAY
 KQ0075'8-A ON THE RIGHT.  CONTINUE EASTERLY ON HIGHWAY 50 FOR 4.6 MILES TO
 KQ0075'A POINT 0.15 MILE WEST OF WHERE THE HIGHWAY CURVES TO THE
 KQ0075'NORTHEAST THROUGH A CUT.  TURN RIGHT OFF THE NEW HIGHWAY AND GO
 KQ0075'EASTERLY FOR 0.2 MILE INTO THE OLD HIGHWAY CUT AND THE
 KQ0075'STATION ON THE RIGHT ABOUT 10 FEET HIGHER THAN THE ROAD.
 KQ0075'
 KQ0075'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES SOUTHEAST
 KQ0075'OF AUSTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0618 ***********************************************************************
 LQ0618  DESIGNATION -  FLAT
 LQ0618  PID         -  LQ0618
 LQ0618  STATE/COUNTY-  NV/ELKO
 LQ0618  USGS QUAD   -  SILVER ZONE PASS (1982)
 LQ0618
 LQ0618                         *CURRENT SURVEY CONTROL
 LQ0618  ___________________________________________________________________
 LQ0618* NAD 83(1994)-  40 54 44.76190(N)    114 22 30.28068(W)     ADJUSTED  
 LQ0618* NAVD 88     -      1759.2    (meters)    5772.     (feet)  VERTCON   
 LQ0618  ___________________________________________________________________
 LQ0618  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 LQ0618  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 LQ0618
 LQ0618  HORZ ORDER  -  SECOND
 LQ0618
 LQ0618.The horizontal coordinates were established by classical geodetic methods
 LQ0618.and adjusted by the National Geodetic Survey in June 1998..
 LQ0618
 LQ0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0618
 LQ0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0618
 LQ0618.The geoid height was determined by GEOID03.
 LQ0618
 LQ0618;                    North         East     Units Scale Factor Converg.
 LQ0618;SPC NV E     - 8,684,624.970   301,782.119   MT  1.00002747   +0 47 28.9
 LQ0618;SPC NV E     -28,492,807.09    990,096.84   sFT  1.00002747   +0 47 28.9
 LQ0618;UTM  11      - 4,532,354.048   721,063.015   MT  1.00020152   +1 43 11.2
 LQ0618
 LQ0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0618!SPC NV E     -   0.99972686  x   1.00002747  =   0.99975433
 LQ0618!UTM  11      -   0.99972686  x   1.00020152  =   0.99992833
 LQ0618
 LQ0618:                Primary Azimuth Mark                     Grid Az
 LQ0618:SPC NV E     -  AIRWAY BCN 4 MI NE OF SHAFTER            208 26 56.1
 LQ0618:UTM  11      -  AIRWAY BCN 4 MI NE OF SHAFTER            207 31 13.8
 LQ0618
 LQ0618|---------------------------------------------------------------------|
 LQ0618| PID    Reference Object                     Distance      Geod. Az  |
 LQ0618|                                                           dddmmss.s |
 LQ0618| LQ0629 AIRWAY BCN 4 MI NE OF SHAFTER       APPROX. 3.9 KM 2091425.0 |
 LQ0618| DD5858 FLAT RM 1                             7.361 METERS 23725     |
 LQ0618| DD5859 FLAT RM 2                            10.687 METERS 34442     |
 LQ0618|---------------------------------------------------------------------|
 LQ0618
 LQ0618                          SUPERSEDED SURVEY CONTROL
 LQ0618
 LQ0618  NAD 83(1994)-  40 54 44.76186(N)    114 22 30.28057(W) AD(       ) 2
 LQ0618  NAD 83(1986)-  40 54 44.75513(N)    114 22 30.27633(W) AD(       ) 2
 LQ0618  NAD 27      -  40 54 45.01864(N)    114 22 27.19697(W) AD(       ) 2
 LQ0618  NGVD 29 (07/19/86) 1758.1    (m)         5768.     (f) VERT ANG       
 LQ0618
 LQ0618.Superseded values are not recommended for survey control.
 LQ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0618.See file dsdata.txt to determine how the superseded data were derived.
 LQ0618
 LQ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF2106332354(NAD 83)
 LQ0618_MARKER: DS = TRIANGULATION STATION DISK
 LQ0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0618_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0618
 LQ0618  HISTORY     - Date     Condition        Report By
 LQ0618  HISTORY     - 1957     MONUMENTED       CGS
 LQ0618  HISTORY     - 1971     MARK NOT FOUND   USGS
 LQ0618  HISTORY     - 1972     MARK NOT FOUND   NGS
 LQ0618
 LQ0618                          STATION DESCRIPTION
 LQ0618
 LQ0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0618'THE STATION IS ABOUT 10 MILES SOUTHEAST OF OASIS, 5-1/2 MILES
 LQ0618'NORTHEAST OF SHAFTER, 1 MILE WEST-SOUTHWEST OF THE RAILROAD
 LQ0618'STATION AT SILVERZONE AND 2 MILES SOUTHWEST OF U.S. HIGHWAY
 LQ0618'40.  IT IS ON THE NORTHWEST SIDE OF THE RAILROAD TRACKS JUST
 LQ0618'NORTHEAST OF THE NORTHEAST END OF A LONG RAILROAD TANGENT
 LQ0618'(LEADING FROM SHAFTER) AND ABOUT 100 YARDS NORTHEAST OF AN
 LQ0618'INTERSECTION WHERE A TRACK ROAD PARALLELS THE RAILROAD.
 LQ0618'
 LQ0618'TO REACH FROM OASIS, GO SOUTHEAST ON U.S. HIGHWAY 40 FOR 8.6
 LQ0618'MILES TO SIGN SHAFTER 7.  TURN RIGHT ON GRAVEL ROAD AND GO
 LQ0618'SOUTH-SOUTHWEST FOR 2.2 MILES TO A ROAD LEFT.  TURN LEFT, EAST,
 LQ0618'ON TRACK ROAD FOR ABOUT 100 YARDS TO THE STATION SITE ON THE
 LQ0618'NORTHWEST SIDE OF THE TRACK ROAD AND RAILROAD TRACKS.
 LQ0618'
 LQ0618'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 LQ0618'CONCRETE CYLINDERS.  BOTH MARKS ABOUT THE SAME ELEVATION AS THE
 LQ0618'STATION.
 LQ0618'
 LQ0618'THE STATION MARK, STAMPED FLAT 1957, IS FLUSH WITH THE GROUND.
 LQ0618'IT IS 57-1/2 FEET NORTHWEST OF THE CENTER OF THE RAILROAD
 LQ0618'TRACKS, 20 FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD AND
 LQ0618'10 FEET EAST OF A WITNESS POST.
 LQ0618'
 LQ0618'REFERENCE MARK 1, STAMPED FLAT NO 1 1957, PROJECTS ABOUT
 LQ0618'2 INCHES.
 LQ0618'
 LQ0618'REFERENCE MARK 2, STAMPED FLAT NO 2 1957, IS ABOUT 1 INCH BELOW
 LQ0618'THE GROUND SURFACE.
 LQ0618
 LQ0618                          STATION RECOVERY (1971)
 LQ0618
 LQ0618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (HSC)
 LQ0618'NO TRACE OF STA OR R.M.S COULD BE FOUND.  WITNESS POST BROKEN OFF
 LQ0618'AND LYING ON THE GROUND.  POSSIBLE OLD HOLE 10 FT E OF WITNESS
 LQ0618'POST.  STA ON RR PROPERTY - POSSIBLY REMOVED BY RR CO.
 LQ0618
 LQ0618                          STATION RECOVERY (1972)
 LQ0618
 LQ0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LQ0618'A LONG SEARCH WAS MADE FOR THIS STATION WITHOUT FINDING ANY
 LQ0618'MARKS.  THE SAGE BRUSH IN THE AREA HAS BEEN CLEARED BY SHALLOW
 LQ0618'BULL-DOZING OF THE AREA.  SINCE NO DESTROYED MARKS COULD BE FOUND
 LQ0618'THEY ARE BELIEVED IN PLACE AND BURIED.  THE OLD DESCRIPTION
 LQ0618'IS NOT ADEQUATE TO RECOVER BURIED MARKS.
 LQ0618'
 LQ0618'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 LQ0618'SOUTHEAST OF OASIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0771 ***********************************************************************
 MT0771  DESIGNATION -  FLAT
 MT0771  PID         -  MT0771
 MT0771  STATE/COUNTY-  NV/ELKO
 MT0771  USGS QUAD   -  OXLEY PEAK (1982)
 MT0771
 MT0771                         *CURRENT SURVEY CONTROL
 MT0771  ___________________________________________________________________
 MT0771* NAD 83(1994)-  41 09 09.82445(N)    114 54 12.46680(W)     ADJUSTED  
 MT0771* NAVD 88     -      1748.4    (meters)    5736.     (feet)  VERTCON   
 MT0771  ___________________________________________________________________
 MT0771  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 MT0771  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 MT0771
 MT0771  HORZ ORDER  -  THIRD
 MT0771
 MT0771.The horizontal coordinates were established by classical geodetic methods
 MT0771.and adjusted by the National Geodetic Survey in June 1998..
 MT0771
 MT0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0771
 MT0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0771
 MT0771.The geoid height was determined by GEOID03.
 MT0771
 MT0771;                    North         East     Units Scale Factor Converg.
 MT0771;SPC NV E     - 8,710,828.072   257,063.249   MT  0.99994006   +0 26 50.7
 MT0771;SPC NV E     -28,578,775.10    843,381.68   sFT  0.99994006   +0 26 50.7
 MT0771;UTM  11      - 4,557,830.211   675,919.667   MT  0.99998090   +1 22 48.1
 MT0771
 MT0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0771!SPC NV E     -   0.99972850  x   0.99994006  =   0.99966858
 MT0771!UTM  11      -   0.99972850  x   0.99998090  =   0.99970941
 MT0771
 MT0771|---------------------------------------------------------------------|
 MT0771| PID    Reference Object                     Distance      Geod. Az  |
 MT0771|                                                           dddmmss.s |
 MT0771| DD5861 FLAT RM 2                            19.017 METERS 03427     |
 MT0771| DD5860 FLAT RM 1                            27.586 METERS 30908     |
 MT0771| MT0770 LOOKOUT                             APPROX. 4.6 KM 3264649.8 |
 MT0771|---------------------------------------------------------------------|
 MT0771
 MT0771                          SUPERSEDED SURVEY CONTROL
 MT0771
 MT0771  NAD 83(1994)-  41 09 09.82373(N)    114 54 12.46532(W) AD(       ) 3
 MT0771  NAD 83(1986)-  41 09 09.82107(N)    114 54 12.46120(W) AD(       ) 3
 MT0771  NAD 27      -  41 09 10.10213(N)    114 54 09.30914(W) AD(       ) 3
 MT0771  NGVD 29 (07/19/86) 1747.2    (m)         5732.     (f) VERT ANG       
 MT0771
 MT0771.Superseded values are not recommended for survey control.
 MT0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0771.See file dsdata.txt to determine how the superseded data were derived.
 MT0771
 MT0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF7592057830(NAD 83)
 MT0771_MARKER: Z = SEE DESCRIPTION
 MT0771_SETTING: 0 = UNSPECIFIED SETTING
 MT0771
 MT0771  HISTORY     - Date     Condition        Report By
 MT0771  HISTORY     - 1967     MONUMENTED       USGS
 MT0771
 MT0771                          STATION DESCRIPTION
 MT0771
 MT0771'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (SHS)
 MT0771'LOCATED ABOUT 4.5 MI. NE. OF WELLS.  ABOUT 0.1 MI. NW. OF
 MT0771'U.S. HIGHWAY 93.  ON TOP OF RIDGE PARALLELING HIGHWAY.
 MT0771'
 MT0771'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 93, ABOUT
 MT0771'0.4 MI. E. OF WELLS.  GO NE. ON HIGHWAY 93 FOR 4.8 MI. TO RD. ON
 MT0771'LEFT.  TURN LEFT THROUGH GATE TO OLD HIGHWAY.  THENCE TURN
 MT0771'LEFT (SW.) ALONG OLD RD. FOR 0.4 MI. TO A DIM RD. RUNNING N. AND
 MT0771'W.  TURN RIGHT (W.) AND FOLLOW RD. TO TOP OF RIDGE 0.25 MI.,
 MT0771'KEEPING TO THE E. SIDE OF AN OLD BORROW PIT.
 MT0771'
 MT0771'STATION MARK--STANDARD TABLET STAMPED FLAT 1967 SET ON COPPERWELD
 MT0771'ROD FLUSH WITH GROUND AND SURROUNDED BY AN 8 INCH PLASTIC
 MT0771'PIPE, THREE FEET W. OF METAL WITNESS POST.
 MT0771'
 MT0771'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 MT0771'R.M. 1 FLAT 1967 SET ON COPPERWELD ROD FLUSH WITH GROUND
 MT0771'AND SURROUNDED BY AN 8-INCH PLASTIC PIPE.
 MT0771'
 MT0771'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED R.M. 2 FLAT 1967
 MT0771'SET ON COPPERWELD ROD FLUSH WITH GROUND AND SURROUNDED BY AN
 MT0771'8-INCH PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0476 ***********************************************************************
 MU0476  DESIGNATION -  FLAT
 MU0476  PID         -  MU0476
 MU0476  STATE/COUNTY-  NV/ELKO
 MU0476  USGS QUAD   -  MC CLEARY WELLS (1973)
 MU0476
 MU0476                         *CURRENT SURVEY CONTROL
 MU0476  ___________________________________________________________________
 MU0476* NAD 83(1994)-  41 30 37.50173(N)    116 50 36.16638(W)     ADJUSTED  
 MU0476* NAVD 88     -      1691.0    (meters)    5548.     (feet)  VERTCON   
 MU0476  ___________________________________________________________________
 MU0476  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 MU0476  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 MU0476
 MU0476  HORZ ORDER  -  FIRST
 MU0476
 MU0476.The horizontal coordinates were established by classical geodetic methods
 MU0476.and adjusted by the National Geodetic Survey in June 1998..
 MU0476
 MU0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0476
 MU0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0476
 MU0476.The geoid height was determined by GEOID03.
 MU0476
 MU0476;                    North         East     Units Scale Factor Converg.
 MU0476;SPC NV E     - 8,751,092.861    94,817.302   MT  1.00003611   -0 50 06.6
 MU0476;SPC NV E     -28,710,877.16    311,079.76   sFT  1.00003611   -0 50 06.6
 MU0476;UTM  11      - 4,595,432.565   513,069.884   MT  0.99960210   +0 06 13.7
 MU0476
 MU0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0476!SPC NV E     -   0.99973771  x   1.00003611  =   0.99977381
 MU0476!UTM  11      -   0.99973771  x   0.99960210  =   0.99933991
 MU0476
 MU0476:                Primary Azimuth Mark                     Grid Az
 MU0476:SPC NV E     -  FLAT RM 3 AZIMUTH                        014 16 37.2
 MU0476:UTM  11      -  FLAT RM 3 AZIMUTH                        013 20 16.9
 MU0476
 MU0476|---------------------------------------------------------------------|
 MU0476| PID    Reference Object                     Distance      Geod. Az  |
 MU0476|                                                           dddmmss.s |
 MU0476| DD5855 FLAT RM 3 AZIMUTH                                  0132630.6 |
 MU0476| DD5856 FLAT RM 1                            18.209 METERS 13147     |
 MU0476| DD5857 FLAT RM 2                            22.546 METERS 19929     |
 MU0476|---------------------------------------------------------------------|
 MU0476
 MU0476                          SUPERSEDED SURVEY CONTROL
 MU0476
 MU0476  NAD 83(1986)-  41 30 37.50467(N)    116 50 36.16758(W) AD(       ) 1
 MU0476  NAD 27      -  41 30 37.86900(N)    116 50 32.76600(W) AD(       ) 1
 MU0476  NGVD 29 (11/08/90) 1689.9    (m)         5544.     (f) VERT ANG       
 MU0476
 MU0476.Superseded values are not recommended for survey control.
 MU0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0476.See file dsdata.txt to determine how the superseded data were derived.
 MU0476
 MU0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF1307095433(NAD 83)
 MU0476_MARKER: DS = TRIANGULATION STATION DISK
 MU0476_SETTING: 80 = SET IN A BOULDER
 MU0476_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MU0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0476
 MU0476  HISTORY     - Date     Condition        Report By
 MU0476  HISTORY     - 1934     MONUMENTED       CGS
 MU0476  HISTORY     - 1937     GOOD             USGS
 MU0476  HISTORY     - 1973     GOOD             USGS
 MU0476
 MU0476                          STATION DESCRIPTION
 MU0476
 MU0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 MU0476'THE STATION IS ON A LONG FLAT RIDGE ABOUT 1-1/4 MILES SOUTH
 MU0476'OF THE ROAD ON VERY GENTLE SLOPING GROUND.
 MU0476'
 MU0476'REACHED FROM PARADISE VALLEY AS FOLLOWS--GO NORTH FROM POST
 MU0476'OFFICE ON MAIN-TRAVELED ROAD FOR 4.5 MILES, TAKE RIGHT FORK
 MU0476'OF THREE, ALONG FENCE LINE FOR 1.0 MILE, TURN RIGHT AND GO
 MU0476'6.3 MILES TO GRADED ROAD, TURN LEFT ON GRADED ROAD AND GO 4.5
 MU0476'MILES, TURN RIGHT CROSSING TWO WOODEN BRIDGES AND GO 0.5
 MU0476'MILE, TAKE LEFT FORK AND CONTINUE ON MAIN-TRAVELED ROAD
 MU0476'19.1 MILES TO LITTLE HUMBOLDT RANCH, CONTINUE STRAIGHT
 MU0476'AHEAD OVER TWO CULVERTS FOR 0.2 MILE, PASS THROUGH GATE AND
 MU0476'TURN RIGHT ALONG FENCE LINE FOLLOWING ONLY ROAD FOR 11.9
 MU0476'MILES WHERE A ROAD COMES IN FRONT LEFT, TURN RIGHT (SOUTH)
 MU0476'AT THIS POINT LEAVING THE ROAD AND GO 1-1/4 MILES TO
 MU0476'STATION.
 MU0476'
 MU0476'NOTE--THE STATION WILL BE HARD TO FIND BECAUSE THERE IS
 MU0476'NOTHING PROMINENT TO MARK ITS LOCATION.
 MU0476'
 MU0476'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 MU0476'DISKS.
 MU0476'
 MU0476'REFERENCE MARK NO. 3 (AZIMUTH MARK), IN BURIED BOULDER, IS
 MU0476'1/4 MILE NORTH OF STATION.
 MU0476
 MU0476                          STATION RECOVERY (1937)
 MU0476
 MU0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1937
 MU0476'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 MU0476
 MU0476                          STATION RECOVERY (1973)
 MU0476
 MU0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 MU0476'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.  RM
 MU0476'OBSERVATIONS AGREE WITH NGS.
 MU0476'
 MU0476'NEW TO REACH FOLLOWS--TO REACH FROM MIDAS, GO 6 MI S. AND E. ON
 MU0476'STATE HWY. 18 TO RD. JCT. N.  TURN N. ON SIDE RD. 3.6 MI TO RD.
 MU0476'JCT. NE., CONTINUE N. 5.6 MI TO RD. JCT. NW.  TAKE RIGHT FORK
 MU0476'ACROSS CREEK (N.) 2.8 MI TO SUMMIT, CONTINUE N. 9 MI TO FENCE AND
 MU0476'CATTLEGUARD, CROSS CATTLEGUARD AND CONTINUE N. 1.2 MI TO FOUR-WAY
 MU0476'RD. INTERSECTION.  TURN W. STAYING ON MAIN-TRAVELED RD. 6.5 MI TO
 MU0476'MILLIGAN CREEK, CROSS MILLIGAN CREEK 2.8 MI TO FENCE AND WIRE
 MU0476'GATE, GO THROUGH GATE W. 2.1 MI.  TURN DUE S. FROM RD.
 MU0476'CROSS-COUNTRY 1.4 MI TO STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1862 ***********************************************************************
 KR1862  DESIGNATION -  FLAT
 KR1862  PID         -  KR1862
 KR1862  STATE/COUNTY-  NV/CHURCHILL
 KR1862  USGS QUAD   -  BLACK WARRIOR PEAK (1986)
 KR1862
 KR1862                         *CURRENT SURVEY CONTROL
 KR1862  ___________________________________________________________________
 KR1862* NAD 83(1999)-  39 56 37.34640(N)    119 12 09.63735(W)     ADJUSTED  
 KR1862* NAVD 88     -      1911.1    (meters)    6270.     (feet)  GPS OBS   
 KR1862  ___________________________________________________________________
 KR1862  EPOCH DATE  -        1999.37
 KR1862  X           -  -2,389,819.428 (meters)                     COMP
 KR1862  Y           -  -4,275,609.270 (meters)                     COMP
 KR1862  Z           -   4,074,407.512 (meters)                     COMP
 KR1862  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 KR1862  ELLIP HEIGHT-        1887.75  (meters)          (10/30/00) GPS OBS
 KR1862  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 KR1862
 KR1862  HORZ ORDER  -  B
 KR1862  ELLP ORDER  -  FIRST     CLASS II
 KR1862
 KR1862.The horizontal coordinates were established by GPS observations
 KR1862.and adjusted by the National Geodetic Survey in October 2000..
 KR1862.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KR1862.DATUM ITEM on the data sheet items page.
 KR1862.The horizontal coordinates are valid at the epoch date displayed above.
 KR1862.The epoch date for horizontal control is a decimal equivalence
 KR1862.of Year/Month/Day.
 KR1862
 KR1862.The orthometric height was determined by GPS observations and a
 KR1862.high-resolution geoid model.
 KR1862
 KR1862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KR1862
 KR1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1862
 KR1862.The ellipsoidal height was determined by GPS observations
 KR1862.and is referenced to NAD 83.
 KR1862
 KR1862.The geoid height was determined by GEOID03.
 KR1862
 KR1862;                    North         East     Units Scale Factor Converg.
 KR1862;SPC NV W     - 4,576,546.316   747,073.558   MT  0.99993447   -0 23 51.5
 KR1862;SPC NV W     -15,014,885.71  2,451,023.83   sFT  0.99993447   -0 23 51.5
 KR1862;UTM  11      - 4,423,832.334   311,817.608   MT  1.00003597   -1 24 52.6
 KR1862
 KR1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1862!SPC NV W     -   0.99970394  x   0.99993447  =   0.99963843
 KR1862!UTM  11      -   0.99970394  x   1.00003597  =   0.99973990
 KR1862
 KR1862|---------------------------------------------------------------------|
 KR1862| PID    Reference Object                     Distance      Geod. Az  |
 KR1862|                                                           dddmmss.s |
 KR1862| CS7101 FLAT RM 2                            10.887 METERS 10715     |
 KR1862| CS7100 FLAT RM 1                             8.025 METERS 20422     |
 KR1862|---------------------------------------------------------------------|
 KR1862
 KR1862                          SUPERSEDED SURVEY CONTROL
 KR1862
 KR1862  NAD 83(1994)-  39 56 37.34488(N)    119 12 09.63344(W) AD(       ) B
 KR1862  ELLIP H (03/30/95) 1887.81   (m)                       GP(       ) 4 1
 KR1862  NAD 83(1992)-  39 56 37.35555(N)    119 12 09.63154(W) AD(       ) 3
 KR1862  NAD 83(1986)-  39 56 37.35635(N)    119 12 09.62909(W) AD(       ) 3
 KR1862  NGVD 29 (10/14/92) 1910.1    (m)         6267.     (f) VERT ANG       
 KR1862
 KR1862.Superseded values are not recommended for survey control.
 KR1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1862.See file dsdata.txt to determine how the superseded data were derived.
 KR1862
 KR1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE1181823832(NAD 83)
 KR1862_MARKER: DD = SURVEY DISK
 KR1862_SETTING: 66 = SET IN ROCK OUTCROP
 KR1862_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KR1862_STAMPING: FLAT 1956
 KR1862_MARK LOGO: USGS  
 KR1862_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KR1862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1862+STABILITY: POSITION/ELEVATION WELL
 KR1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1862+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 KR1862
 KR1862  HISTORY     - Date     Condition        Report By
 KR1862  HISTORY     - 1956     MONUMENTED       USGS
 KR1862  HISTORY     - 19940629 GOOD             NVBMG
 KR1862
 KR1862                          STATION DESCRIPTION
 KR1862
 KR1862'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KR1862'LOCATED ABOUT 24 MI NNW. OF HAZEN, 9 MI NE. OF NIXON.  ON SOUTH
 KR1862'END OF LONG, FLAT, ROCKY RIDGE.
 KR1862'
 KR1862'SEE 1974 RECOVERY FOR TO REACH.
 KR1862'
 KR1862'STATION MARK--STANDARD TABLET STAMPED---FLAT 1956---, CEMENTED IN
 KR1862'DRILL HOLE IN ROCK.
 KR1862'
 KR1862'RM 1--COPPER NAIL AND WASHER IN ROCK OUTCROP.
 KR1862'
 KR1862'RM 2--COPPER NAIL AND WASHER IN ROCK OUTCROP.
 KR1862'
 KR1862'1974 RECOVERY--REVISED TO REACH FROM FORM 9-1165.
 KR1862'
 KR1862'TO REACH FROM NIXON POST OFFICE, GO 0.4 MI N. ON STATE HWY. 34 TO
 KR1862'Y-RD.  TAKE RIGHT FORK 3.9 MI TO T-RD.  TURN RIGHT 1.2 MI TO
 KR1862'SINGLE POLE POWER LINE X-ING., CONTINUE ON MAIN RD. 3.9 MI TO
 KR1862'Y-RD.  TURN RIGHT 6.4 MI NE. UP COYOTE CANYON TO TOP OF RIDGE AND
 KR1862'SADDLE, CONTINUE N. 1.2 MI TO T-RD. E.  TURN RIGHT 0.4 MI TO
 KR1862'X-RDS. AND TRANSMISSION LINE.  TURN RIGHT (S.) 5.7 MI ALONG STEEL
 KR1862'TOWER TRANSMISSION LINE TO TOP OF RIDGE.  LEAVE TRUCK AT STEEL
 KR1862'TOWER AND PACK NE. ON ROCKY RIDGE TO STATION MARK ABOUT 0.3 MI
 KR1862'NE. OF RD. AND STEEL TOWER.  A 10-MINUTE PACK.
 KR1862
 KR1862                          STATION RECOVERY (1994)
 KR1862
 KR1862'RECOVERY NOTE BY NEVADA BUREAU OF MINES AND GEOLOGY 1994
 KR1862'THE STATION IS LOCATED ABOUT 37 KM (23.00 MI) NORTH OF FERNLEY AND 18
 KR1862'KM (11.20 MI) NORTHEAST OF NIXON, IN THE TRUCKEE RANGE. TO REACH THE
 KR1862'STATION FROM THE EXIT 65 (NIGHTINGALE) OVERPASS OVER INTERSTATE 80, GO
 KR1862'NORTHEAST ALONG THE NORTHWEST FRONTAGE ROAD FOR 3.7 KM (2.30 MI) TO A
 KR1862'LEFT TURN.  TURN LEFT AND GO 0.15 KM (0.10 MI) TO THE END OF PAVEMENT.
 KR1862'CONTINUE NORTH-NORTHWEST ON THE MAIN DIRT ROAD FOR 15.0 KM (9.30 MI)
 KR1862'TO A DIRT ROAD FORK.  TAKE THE RIGHT FORK (MAIN DIRT ROAD) AND GO
 KR1862'NORTHWEST FOR 12.7 KM (7.90 MI) TO THE INTERSECTION WITH A DIRT ROAD
 KR1862'PARALLELING A HIGH-VOLTAGE POWER LINE.  TURN LEFT ONTO THE POWER LINE
 KR1862'ROAD AND GO 8.7 KM (5.40 MI) TO THE TOP OF A BROAD RIDGE.  PARK AND
 KR1862'HIKE 0.68 KM (0.40 MI) TO THE NORTHEAST ALONG THE TOP OF THE RIDGE TO
 KR1862'THE STATION. THE STATION IS A STANDARD DISK SET IN A BEDROCK OUTCROP
 KR1862'FLUSH WITH THE GROUND ON THE TOP OF THE RIDGE.  IT IS 3.5 M (11.5 FT)
 KR1862'SOUTHEAST OF A 1 M (3.3 FT) HIGH ROCK CAIRN. DESCRIBED BY NEVADA
 KR1862'BUREAU OF MINES AND GEOLOGY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0509 ***********************************************************************
 HP0509  DESIGNATION -  FLAT
 HP0509  PID         -  HP0509
 HP0509  STATE/COUNTY-  NV/NYE
 HP0509  USGS QUAD   -  PAIUTE RIDGE (1986)
 HP0509
 HP0509                         *CURRENT SURVEY CONTROL
 HP0509  ___________________________________________________________________
 HP0509* NAD 83(1994)-  37 03 53.62707(N)    115 57 49.93115(W)     ADJUSTED  
 HP0509* NAVD 88     -      1599.0    (meters)    5246.     (feet)  VERTCON   
 HP0509  ___________________________________________________________________
 HP0509  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 HP0509  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 HP0509
 HP0509  HORZ ORDER  -  THIRD
 HP0509
 HP0509.The horizontal coordinates were established by classical geodetic methods
 HP0509.and adjusted by the National Geodetic Survey in June 1998..
 HP0509
 HP0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0509
 HP0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0509
 HP0509.The geoid height was determined by GEOID03.
 HP0509
 HP0509;                    North         East     Units Scale Factor Converg.
 HP0509;SPC NV C     - 6,257,060.081   562,498.104   MT  0.99994810   +0 25 25.0
 HP0509;SPC NV C     -20,528,371.28  1,845,462.53   sFT  0.99994810   +0 25 25.0
 HP0509;UTM  11      - 4,102,573.608   592,113.771   MT  0.99970452   +0 37 28.3
 HP0509
 HP0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0509!SPC NV C     -   0.99975325  x   0.99994810  =   0.99970137
 HP0509!UTM  11      -   0.99975325  x   0.99970452  =   0.99945785
 HP0509
 HP0509|---------------------------------------------------------------------|
 HP0509| PID    Reference Object                     Distance      Geod. Az  |
 HP0509|                                                           dddmmss.s |
 HP0509| CS8894 FLAT RM 1                             7.175 METERS 06054     |
 HP0509| CS8895 FLAT RM 2                             9.342 METERS 17101     |
 HP0509|---------------------------------------------------------------------|
 HP0509
 HP0509                          SUPERSEDED SURVEY CONTROL
 HP0509
 HP0509  NAD 83(1986)-  37 03 53.62906(N)    115 57 49.93600(W) AD(       ) 3
 HP0509  NGVD 29 (02/14/94) 1598.1    (m)         5243.     (f) VERT ANG       
 HP0509
 HP0509.Superseded values are not recommended for survey control.
 HP0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0509.See file dsdata.txt to determine how the superseded data were derived.
 HP0509
 HP0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB9211402574(NAD 83)
 HP0509_MARKER: DS = TRIANGULATION STATION DISK
 HP0509_SETTING: 66 = SET IN ROCK OUTCROP
 HP0509_SP_SET: SET IN BEDROCK
 HP0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0509+STABILITY: POSITION/ELEVATION WELL
 HP0509
 HP0509  HISTORY     - Date     Condition        Report By
 HP0509  HISTORY     - 1959     MONUMENTED       USGS
 HP0509
 HP0509                          STATION DESCRIPTION
 HP0509
 HP0509'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HP0509'LOCATED ABOUT 28 MI N. OF MERCURY, 13.5 MI E. OF TIPPIPAH SPRING.
 HP0509'ON EAST SIDE OF YUCCA FLAT ON HIGHEST POINT OF PAHUTE RIDGE.
 HP0509'
 HP0509'REACHED BY HELICOPTER.
 HP0509'
 HP0509'STATION MARK--STANDARD TABLET STAMPED---FLAT 1959---, CEMENTED IN
 HP0509'LIMESTONE BEDROCK ON HIGHEST PART OF TOP.
 HP0509'
 HP0509'RM 1--STANDARD RM TABLET STAMPED---NO 1 1959---, CEMENTED IN
 HP0509'BEDROCK, ABOUT 4 FT. LOWER THAN STATION.
 HP0509'
 HP0509'RM 2--STANDARD RM TABLET STAMPED---NO 2 1959---, CEMENTED IN
 HP0509'BEDROCK, ABOUT 1 FT. LOWER THAN STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8040 ***********************************************************************
 AH8040  DESIGNATION -  FLAT 2
 AH8040  PID         -  AH8040
 AH8040  STATE/COUNTY-  NV/EUREKA
 AH8040  USGS QUAD   -  WEST OF CHRISTINA PEAK (1990)
 AH8040
 AH8040                         *CURRENT SURVEY CONTROL
 AH8040  ___________________________________________________________________
 AH8040* NAD 83(1994)-  39 45 44.10289(N)    115 59 36.17355(W)     ADJUSTED  
 AH8040* NAVD 88     -      1787.4    (meters)    5864.     (feet)  VERTCON   
 AH8040  ___________________________________________________________________
 AH8040  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AH8040  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 AH8040
 AH8040  HORZ ORDER  -  THIRD
 AH8040
 AH8040.The horizontal coordinates were established by classical geodetic methods
 AH8040.and adjusted by the National Geodetic Survey in February 1999..
 AH8040
 AH8040.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8040
 AH8040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8040
 AH8040.The geoid height was determined by GEOID03.
 AH8040
 AH8040;                    North         East     Units Scale Factor Converg.
 AH8040;SPC NV E     - 8,556,297.633   164,866.725   MT  0.99991519   -0 15 44.2
 AH8040;SPC NV E     -28,071,786.48    540,900.25   sFT  0.99991519   -0 15 44.2
 AH8040;UTM  11      - 4,401,854.399   586,222.720   MT  0.99969153   +0 38 38.0
 AH8040
 AH8040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8040!SPC NV E     -   0.99972287  x   0.99991519  =   0.99963809
 AH8040!UTM  11      -   0.99972287  x   0.99969153  =   0.99941449
 AH8040
 AH8040                          SUPERSEDED SURVEY CONTROL
 AH8040
 AH8040  NGVD 29 (02/26/99) 1786.2    (m)         5860.     (f) VERT ANG       
 AH8040
 AH8040.Superseded values are not recommended for survey control.
 AH8040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8040.See file dsdata.txt to determine how the superseded data were derived.
 AH8040
 AH8040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE8622301854(NAD 83)
 AH8040_MARKER: DS = TRIANGULATION STATION DISK
 AH8040_SETTING: 80 = SET IN A BOULDER
 AH8040_PROJECTION: FLUSH
 AH8040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8040+STABILITY: SURFACE MOTION
 AH8040
 AH8040  HISTORY     - Date     Condition        Report By
 AH8040  HISTORY     - 1962     MONUMENTED       USGS
 AH8040
 AH8040                          STATION DESCRIPTION
 AH8040
 AH8040'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH8040'LOCATED 15 MI N. AND 4 MI W. OF EUREKA, 6.5 MI S. AND 3.5 MI E. OF
 AH8040'ROMANO RANCH HOUSE, 0.6 MI SW. OF CENTERLINE OF RD. ON SLIGHT RISE OF
 AH8040'GROUND IN DIAMOND VALLEY.
 AH8040'TO REACH FROM POST OFFICE IN EUREKA, GO 3.4 MI N. ON U.S. HWY. 50 TO
 AH8040'JCT. WITH STATE HWY. 51. TURN RIGHT 9.3 MI NW. TO T-RD. E. AND SIGN
 AH8040'9TH ST. TURN RIGHT 5.5 MI E. TO X-RD. AT FARM BUILDING N. AND S. TURN
 AH8040'LEFT ON JAVA 3.1 MI N. TO T-RD. E. (JAVA AND 12TH STREET), CONTINUE N.
 AH8040'ON JAVA AROUND CURVE 2.6 MI TO X-RD. (KEG AND JAVA CO. RD. 101). TURN
 AH8040'LEFT 0.6 MI N. TO X-RD. AT RANCH. TURN LEFT (W.) ALONG SOUTH SIDE OF
 AH8040'FENCE, CONTINUE STRAIGHT W. ON HORIZON TO SOUTH END OF VALLEY, PROCEED
 AH8040'0.2 MI TO STATION ON SLIGHT RISE.
 AH8040'STATION MARK--STANDARD TABLET STAMPED---FLAT 2 1962---, IN ROCK IN
 AH8040'PLACE, PROJECTING ABOUT 0.2 FT.
 AH8040'RM 1--STANDARD RM TABLET STAMPED---FLAT 1---, IN ROCK IN PLACE.
 AH8040'RM 2--LARGE SPIKE IN JUNIPER STUMP OR POST, PROJECTING ABOUT 1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0443 ***********************************************************************
 MU0443  DESIGNATION -  FLAT CREEK
 MU0443  PID         -  MU0443
 MU0443  STATE/COUNTY-  NV/HUMBOLDT
 MU0443  USGS QUAD   -  WHITE ROCK CANYON (1991)
 MU0443
 MU0443                         *CURRENT SURVEY CONTROL
 MU0443  ___________________________________________________________________
 MU0443* NAD 83(1994)-  41 43 04.83585(N)    117 43 23.62320(W)     ADJUSTED  
 MU0443* NAVD 88     -      1553.1    (meters)    5095.     (feet)  VERTCON   
 MU0443  ___________________________________________________________________
 MU0443  LAPLACE CORR-          11.62  (seconds)                    DEFLEC99
 MU0443  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 MU0443
 MU0443  HORZ ORDER  -  THIRD
 MU0443
 MU0443.The horizontal coordinates were established by classical geodetic methods
 MU0443.and adjusted by the National Geodetic Survey in June 1998..
 MU0443
 MU0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0443
 MU0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0443
 MU0443.The geoid height was determined by GEOID03.
 MU0443
 MU0443;                    North         East     Units Scale Factor Converg.
 MU0443;SPC NV W     - 4,773,737.899   871,567.231   MT  0.99996301   +0 34 20.6
 MU0443;SPC NV W     -15,661,838.42  2,859,466.82   sFT  0.99996301   +0 34 20.6
 MU0443;UTM  11      - 4,618,720.643   439,840.023   MT  0.99964454   -0 28 52.7
 MU0443
 MU0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0443!SPC NV W     -   0.99975946  x   0.99996301  =   0.99972247
 MU0443!UTM  11      -   0.99975946  x   0.99964454  =   0.99940408
 MU0443
 MU0443                          SUPERSEDED SURVEY CONTROL
 MU0443
 MU0443  NAD 83(1986)-  41 43 04.83447(N)    117 43 23.62451(W) AD(       ) 3
 MU0443  NAD 27      -  41 43 05.23600(N)    117 43 20.09300(W) AD(       ) 3
 MU0443  NGVD 29 (07/19/86) 1552.0    (m)         5092.     (f) VERT ANG       
 MU0443
 MU0443.Superseded values are not recommended for survey control.
 MU0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0443.See file dsdata.txt to determine how the superseded data were derived.
 MU0443
 MU0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG3984018721(NAD 83)
 MU0443_MARKER: DD = SURVEY DISK
 MU0443_SETTING: 66 = SET IN ROCK OUTCROP
 MU0443_SP_SET: SET IN ROCK OUTCROP
 MU0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0443+STABILITY: POSITION/ELEVATION WELL
 MU0443
 MU0443  HISTORY     - Date     Condition        Report By
 MU0443  HISTORY     - 1956     MONUMENTED       USFS
 MU0443  HISTORY     - 1958     GOOD             USGS
 MU0443
 MU0443                          STATION DESCRIPTION
 MU0443
 MU0443'DESCRIBED BY US FOREST SERVICE 1956 (LSB)
 MU0443'THE STATION IS ON A HIGH POINT OF A LOW ROUND HILL ON THE
 MU0443'EAST SIDE OF A VALLEY, 20 MILES SOUTH OF MC DERMITT AND ABOUT
 MU0443'4-1/2 MILES EAST OF U.S. HIGHWAY 95.  IT IS A U.S. DEPARTMENT
 MU0443'OF AGRICULTURE, FOREST SERVICE BRASS DISK SET IN CAP ROCK.
 MU0443'
 MU0443'TO REACH THE STATION FROM MC DERMITT, DRIVE SOUTH ON U.S. HIGHWAY
 MU0443'95 FOR 16.2 MILES TO A SIDE ROAD AND SIGN FLAT CREEK.  CONTINUE
 MU0443'AHEAD FOR 1.8 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT ON
 MU0443'THE DIRT ROAD AND GO 2.0 MILES TO A CROSS ROAD AND TELEPHONE
 MU0443'LINE.  TURN RIGHT ALONG THE TELEPHONE LINE AND GO 0.75 MILE TO
 MU0443'A CROSS ROAD.  FROM THIS POINT THE STATION SITE MAY BE SEEN
 MU0443'ON A LOW HILL APPROXIMATELY 1/2 MILE SOUTHEAST.  DRIVE ACROSS
 MU0443'COUNTRY SOUTHEASTERLY TO THE LOW RIDGE THENCE UP TOWARD THE
 MU0443'STATION.  A TRUCK CAN BE DRIVEN TO WITHIN 0.1 MILE OF THE
 MU0443'STATION.
 MU0443
 MU0443                          STATION RECOVERY (1958)
 MU0443
 MU0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MU0443'RECOVERED AS DESCRIBED.  TABLET IS NOT --STAMPED-- AND IS VERY
 MU0443'DIFFICULT TO OCCUPY EVEN WITH AN EXTENSION LEG TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0074 ***********************************************************************
 KQ0074  DESIGNATION -  FLAT RM 1
 KQ0074  PID         -  KQ0074
 KQ0074  STATE/COUNTY-  NV/LANDER
 KQ0074  USGS QUAD   -  CAPE HORN (1989)
 KQ0074
 KQ0074                         *CURRENT SURVEY CONTROL
 KQ0074  ___________________________________________________________________
 KQ0074* NAD 83(1986)-  39 23 13.     (N)    116 51 00.     (W)     SCALED    
 KQ0074* NAVD 88     -      1749.550  (meters)    5739.98   (feet)  ADJUSTED  
 KQ0074  ___________________________________________________________________
 KQ0074  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 KQ0074  DYNAMIC HT  -        1747.793 (meters)    5734.22  (feet)  COMP
 KQ0074  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 KQ0074
 KQ0074  VERT ORDER  -  FIRST     CLASS II
 KQ0074
 KQ0074.The horizontal coordinates were scaled from a topographic map and have
 KQ0074.an estimated accuracy of +/- 6 seconds.
 KQ0074
 KQ0074.The orthometric height was determined by differential leveling
 KQ0074.and adjusted by the National Geodetic Survey in June 1991..
 KQ0074
 KQ0074.The geoid height was determined by GEOID03.
 KQ0074
 KQ0074.The dynamic height is computed by dividing the NAVD 88
 KQ0074.geopotential number by the normal gravity value computed on the
 KQ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0074.degrees latitude (g = 980.6199 gals.).
 KQ0074
 KQ0074.The modeled gravity was interpolated from observed gravity values.
 KQ0074
 KQ0074;                    North         East    Units  Estimated Accuracy
 KQ0074;SPC NV C     - 6,514,570.      484,210.      MT  (+/- 180 meters Scaled)
 KQ0074
 KQ0074                          SUPERSEDED SURVEY CONTROL
 KQ0074
 KQ0074  NGVD 29 (??/??/92) 1748.319  (m)         5735.94   (f) ADJ UNCH    1 2
 KQ0074
 KQ0074.Superseded values are not recommended for survey control.
 KQ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0074.See file dsdata.txt to determine how the superseded data were derived.
 KQ0074
 KQ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND129597(NAD 83)
 KQ0074_MARKER: DR = REFERENCE MARK DISK
 KQ0074_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0074_SP_SET: ROCK
 KQ0074_STAMPING: FLAT NO 1 1954
 KQ0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0074+STABILITY: POSITION/ELEVATION WELL
 KQ0074
 KQ0074  HISTORY     - Date     Condition        Report By
 KQ0074  HISTORY     - 1954     MONUMENTED       CGS
 KQ0074  HISTORY     - 1955     GOOD             NGS
 KQ0074
 KQ0074                          STATION DESCRIPTION
 KQ0074
 KQ0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0074'16.7 MI SE FROM AUSTIN.
 KQ0074'16.7 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0074'AT AUSTIN, 27 FEET SOUTH OF THE SOUTH END OF A CUT THRU A LOW ROCKY
 KQ0074'RIDGE, IN THE TOP OF A 1- BY 1-FOOT ROCK PROJECTING 0.3 FOOT ABOVE THE
 KQ0074'GROUND, 18.5 FEET WEST OF TRIANGULATION STATION FLAT, 10 1/2 FEET
 KQ0074'NORTH OF THE CENTER LINE OF A TRACK ROAD, AND ABOUT 12 FEET HIGHER
 KQ0074'THAN THE HIGHWAY.  NOTE-- THIS ROCK IS NOT VERY STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0073 ***********************************************************************
 KQ0073  DESIGNATION -  FLAT RM 2
 KQ0073  PID         -  KQ0073
 KQ0073  STATE/COUNTY-  NV/LANDER
 KQ0073  USGS QUAD   -  CAPE HORN (1989)
 KQ0073
 KQ0073                         *CURRENT SURVEY CONTROL
 KQ0073  ___________________________________________________________________
 KQ0073* NAD 83(1986)-  39 23 13.     (N)    116 51 00.     (W)     SCALED    
 KQ0073* NAVD 88     -      1749.328  (meters)    5739.25   (feet)  ADJUSTED  
 KQ0073  ___________________________________________________________________
 KQ0073  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 KQ0073  DYNAMIC HT  -        1747.571 (meters)    5733.49  (feet)  COMP
 KQ0073  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 KQ0073
 KQ0073  VERT ORDER  -  FIRST     CLASS II
 KQ0073
 KQ0073.The horizontal coordinates were scaled from a topographic map and have
 KQ0073.an estimated accuracy of +/- 6 seconds.
 KQ0073
 KQ0073.The orthometric height was determined by differential leveling
 KQ0073.and adjusted by the National Geodetic Survey in June 1991..
 KQ0073
 KQ0073.The geoid height was determined by GEOID03.
 KQ0073
 KQ0073.The dynamic height is computed by dividing the NAVD 88
 KQ0073.geopotential number by the normal gravity value computed on the
 KQ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0073.degrees latitude (g = 980.6199 gals.).
 KQ0073
 KQ0073.The modeled gravity was interpolated from observed gravity values.
 KQ0073
 KQ0073;                    North         East    Units  Estimated Accuracy
 KQ0073;SPC NV C     - 6,514,570.      484,210.      MT  (+/- 180 meters Scaled)
 KQ0073
 KQ0073                          SUPERSEDED SURVEY CONTROL
 KQ0073
 KQ0073  NGVD 29 (??/??/92) 1748.096  (m)         5735.21   (f) ADJ UNCH    1 2
 KQ0073
 KQ0073.Superseded values are not recommended for survey control.
 KQ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0073.See file dsdata.txt to determine how the superseded data were derived.
 KQ0073
 KQ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND129597(NAD 83)
 KQ0073_MARKER: DR = REFERENCE MARK DISK
 KQ0073_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0073_SP_SET: ROCK
 KQ0073_STAMPING: FLAT NO 2 1954
 KQ0073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0073+STABILITY: POSITION/ELEVATION WELL
 KQ0073
 KQ0073  HISTORY     - Date     Condition        Report By
 KQ0073  HISTORY     - 1954     MONUMENTED       CGS
 KQ0073  HISTORY     - 1955     GOOD             NGS
 KQ0073
 KQ0073                          STATION DESCRIPTION
 KQ0073
 KQ0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0073'16.7 MI SE FROM AUSTIN.
 KQ0073'16.7 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0073'AT AUSTIN, ON THE SOUTH SIDE OF A CUT THRU A LOW ROCKY RIDGE, IN THE
 KQ0073'TOP OF A 1- BY 1-FOOT ROCK PROJECTING 0.4 FOOT ABOVE THE GROUND, 68
 KQ0073'1/2 FEET SOUTH OF THE SOUTH EDGE OF THE CUT, 41.8 FEET SOUTH OF
 KQ0073'TRIANGULATION STATION FLAT, 31 FEET SOUTH OF THE CENTER LINE OF A
 KQ0073'TRACK ROAD, 1.0 FOOT NORTH OF A CAIRN, AND ABOUT 12 FEET HIGHER THAN
 KQ0073'THE HIGHWAY.  NOTE-- THIS ROCK IS NOT VERY STABLE.  THE 2 OF NO 2 HAS
 KQ0073'BEEN FORMED BY PUNCHED DOTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1079 ***********************************************************************
 FS1079  DESIGNATION -  FLAT TOPPED MOUNTAIN CAIRN
 FS1079  PID         -  FS1079
 FS1079  STATE/COUNTY-  NV/CLARK
 FS1079  USGS QUAD   -  SPIRIT MTN (1989)
 FS1079
 FS1079                         *CURRENT SURVEY CONTROL
 FS1079  ___________________________________________________________________
 FS1079* NAD 83(1994)-  35 16 29.98560(N)    114 43 24.01938(W)     ADJUSTED  
 FS1079* NAVD 88     -                                                        
 FS1079  ___________________________________________________________________
 FS1079  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 FS1079  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 FS1079
 FS1079  HORZ ORDER  -  THIRD
 FS1079
 FS1079.The horizontal coordinates were established by classical geodetic methods
 FS1079.and adjusted by the National Geodetic Survey in June 1998..
 FS1079
 FS1079
 FS1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1079
 FS1079.The geoid height was determined by GEOID03.
 FS1079
 FS1079;                    North         East     Units Scale Factor Converg.
 FS1079;SPC NV E     - 8,058,576.755   278,236.940   MT  0.99997541   +0 29 48.0
 FS1079;SPC NV E     -26,438,847.24    912,849.03   sFT  0.99997541   +0 29 48.0
 FS1079;UTM  11      - 3,905,916.338   707,069.971   MT  1.00012845   +1 18 54.9
 FS1079
 FS1079                          SUPERSEDED SURVEY CONTROL
 FS1079
 FS1079  NAD 83(1992)-  35 16 29.98557(N)    114 43 24.01913(W) AD(1991.35) 4
 FS1079  NAD 83(1992)-  35 16 29.98507(N)    114 43 24.02909(W) AD(       ) 4
 FS1079  NAD 83(1986)-  35 16 29.99068(N)    114 43 24.01107(W) AD(       ) 4
 FS1079  NAD 27      -  35 16 30.04600(N)    114 43 21.34600(W) AD(       ) 3
 FS1079
 FS1079.Superseded values are not recommended for survey control.
 FS1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1079.See file dsdata.txt to determine how the superseded data were derived.
 FS1079
 FS1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0707005916(NAD 83)
 FS1079_MARKER: 72 = CAIRN
 FS1079
 FS1079  HISTORY     - Date     Condition        Report By
 FS1079  HISTORY     - 1899     FIRST OBSERVED   CGS
 FS1079
 FS1079                          STATION DESCRIPTION
 FS1079
 FS1079'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0345 ***********************************************************************
 HP0345  DESIGNATION -  FLIGHT
 HP0345  PID         -  HP0345
 HP0345  STATE/COUNTY-  NV/LINCOLN
 HP0345  USGS QUAD   -  PAHROC SPRING SE (1980)
 HP0345
 HP0345                         *CURRENT SURVEY CONTROL
 HP0345  ___________________________________________________________________
 HP0345* NAD 83(1994)-  37 36 37.45460(N)    114 50 57.24349(W)     ADJUSTED  
 HP0345* NAVD 88     -      1475.0    (meters)    4839.     (feet)  VERTCON   
 HP0345  ___________________________________________________________________
 HP0345  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 HP0345  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 HP0345
 HP0345  HORZ ORDER  -  FIRST
 HP0345
 HP0345.The horizontal coordinates were established by classical geodetic methods
 HP0345.and adjusted by the National Geodetic Survey in June 1998..
 HP0345
 HP0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0345
 HP0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0345
 HP0345.The geoid height was determined by GEOID03.
 HP0345
 HP0345;                    North         East     Units Scale Factor Converg.
 HP0345;SPC NV E     - 8,317,619.004   264,811.314   MT  0.99995172   +0 26 52.9
 HP0345;SPC NV E     -27,288,721.68    868,801.79   sFT  0.99995172   +0 26 52.9
 HP0345;UTM  11      - 4,164,765.049   689,837.570   MT  1.00004392   +1 18 46.7
 HP0345
 HP0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0345!SPC NV E     -   0.99977244  x   0.99995172  =   0.99972417
 HP0345!UTM  11      -   0.99977244  x   1.00004392  =   0.99981635
 HP0345
 HP0345|---------------------------------------------------------------------|
 HP0345| PID    Reference Object                     Distance      Geod. Az  |
 HP0345|                                                           dddmmss.s |
 HP0345| DD5862 FLIGHT RM 1                           9.170 METERS 11224     |
 HP0345| DD5863 FLIGHT RM 2                           8.601 METERS 21349     |
 HP0345| HP0347 PAHROCK                             APPROX.11.2 KM 3051917.0 |
 HP0345|---------------------------------------------------------------------|
 HP0345
 HP0345                          SUPERSEDED SURVEY CONTROL
 HP0345
 HP0345  NAD 83(1994)-  37 36 37.45448(N)    114 50 57.24357(W) AD(       ) 1
 HP0345  NAD 83(1986)-  37 36 37.44567(N)    114 50 57.24068(W) AD(       ) 1
 HP0345  NAD 27      -  37 36 37.58500(N)    114 50 54.20000(W) AD(       ) 1
 HP0345  NGVD 29 (07/19/86) 1474.0    (m)         4836.     (f) VERT ANG       
 HP0345
 HP0345.Superseded values are not recommended for survey control.
 HP0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0345.See file dsdata.txt to determine how the superseded data were derived.
 HP0345
 HP0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB8983864765(NAD 83)
 HP0345_MARKER: DS = TRIANGULATION STATION DISK
 HP0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0345
 HP0345  HISTORY     - Date     Condition        Report By
 HP0345  HISTORY     - 1944     MONUMENTED       CGS
 HP0345  HISTORY     - 1954     GOOD             CGS
 HP0345
 HP0345                          STATION DESCRIPTION
 HP0345
 HP0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0345'STATION IS LOCATED ABOUT 17 MILES (AIR LINE) W OF CALIENTE, 0.4
 HP0345'MILE S OF U.S. HIGHWAY 93, AT THE CENTER OF THE N END OF AN
 HP0345'EMERGENCY LANDING FIELD, IN THE CENTER LINE OF RUNWAY, AND 300
 HP0345'FEET S OF N BOUNDARY FENCE.
 HP0345'
 HP0345'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 HP0345'CONCRETE POST FLUSH WITH THE GROUND.  IT IS STAMPED FLIGHT
 HP0345'1944.
 HP0345'
 HP0345'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 HP0345'CYLINDER FLUSH WITH THE GROUND.  IT IS STAMPED FLIGHT NO 1 1944.
 HP0345'
 HP0345'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 HP0345'POST 1 INCH BELOW THE GROUND.  IT IS STAMPED FLIGHT NO 2 1944.
 HP0345'
 HP0345'TO REACH STATION FROM THE POST OFFICE IN CALIENTE, GO W ON
 HP0345'U.S. HIGHWAY 93 FOR 20.7 MILES TO A GRADED ROAD S.  TURN LEFT
 HP0345'AND GO S FOR 0.4 MILE TO A GATE.  PASS THROUGH GATE AND GO N 0.1
 HP0345'MILE TO EXTREME N END OF GRAVELED PORTION OF RUNWAY AND THE
 HP0345'STATION.
 HP0345'
 HP0345'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HP0345
 HP0345                          STATION RECOVERY (1954)
 HP0345
 HP0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0345'RECOVERED.  THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED
 HP0345'IN GOOD CONDITION AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE AND
 HP0345'COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0554 ***********************************************************************
 JQ0554  DESIGNATION -  FLORIO
 JQ0554  PID         -  JQ0554
 JQ0554  STATE/COUNTY-  NV/NYE
 JQ0554  USGS QUAD   -  RED RING MTN (1968)
 JQ0554
 JQ0554                         *CURRENT SURVEY CONTROL
 JQ0554  ___________________________________________________________________
 JQ0554* NAD 83(1994)-  38 45 51.27868(N)    116 03 19.72670(W)     ADJUSTED  
 JQ0554* NAVD 88     -      2366.3    (meters)    7763.     (feet)  VERTCON   
 JQ0554  ___________________________________________________________________
 JQ0554  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 JQ0554  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 JQ0554
 JQ0554  HORZ ORDER  -  FIRST
 JQ0554
 JQ0554.The horizontal coordinates were established by classical geodetic methods
 JQ0554.and adjusted by the National Geodetic Survey in June 1998..
 JQ0554
 JQ0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0554
 JQ0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0554
 JQ0554.The geoid height was determined by GEOID03.
 JQ0554
 JQ0554;                    North         East     Units Scale Factor Converg.
 JQ0554;SPC NV C     - 6,445,606.460   553,115.091   MT  0.99993473   +0 22 57.7
 JQ0554;SPC NV C     -21,146,960.53  1,814,678.43   sFT  0.99993473   +0 22 57.7
 JQ0554;UTM  11      - 4,291,038.535   582,059.205   MT  0.99968292   +0 35 29.1
 JQ0554
 JQ0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0554!SPC NV C     -   0.99963240  x   0.99993473  =   0.99956715
 JQ0554!UTM  11      -   0.99963240  x   0.99968292  =   0.99931543
 JQ0554
 JQ0554:                Primary Azimuth Mark                     Grid Az
 JQ0554:SPC NV C     -  FLORIO AZ MK                             116 49 10.0
 JQ0554:UTM  11      -  FLORIO AZ MK                             116 36 38.6
 JQ0554
 JQ0554|---------------------------------------------------------------------|
 JQ0554| PID    Reference Object                     Distance      Geod. Az  |
 JQ0554|                                                           dddmmss.s |
 JQ0554| DD5864 FLORIO AZ MK                                       1171207.7 |
 JQ0554| DD5865 FLORIO RM 1                           7.717 METERS 12333     |
 JQ0554| JP0408 CROSS                               APPROX.20.5 KM 1585325.1 |
 JQ0554| DD5866 FLORIO RM 2                           4.940 METERS 19615     |
 JQ0554|---------------------------------------------------------------------|
 JQ0554
 JQ0554                          SUPERSEDED SURVEY CONTROL
 JQ0554
 JQ0554  NAD 83(1986)-  38 45 51.27525(N)    116 03 19.72658(W) AD(       ) 1
 JQ0554  NAD 27      -  38 45 51.51500(N)    116 03 16.54900(W) AD(       ) 1
 JQ0554  NGVD 29 (07/19/86) 2365.0    (m)         7759.     (f) VERT ANG       
 JQ0554
 JQ0554.Superseded values are not recommended for survey control.
 JQ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0554.See file dsdata.txt to determine how the superseded data were derived.
 JQ0554
 JQ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC8205991039(NAD 83)
 JQ0554_MARKER: DS = TRIANGULATION STATION DISK
 JQ0554_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0554
 JQ0554  HISTORY     - Date     Condition        Report By
 JQ0554  HISTORY     - 1939     MONUMENTED       CGS
 JQ0554  HISTORY     - 1967     GOOD             USGS
 JQ0554
 JQ0554                          STATION DESCRIPTION
 JQ0554
 JQ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JQ0554'STATION IS ABOUT 20.0 MILES WSW OF DUCKWATER POST OFFICE, 17.0
 JQ0554'MILES NW OF LOCKES RANCH, AND 4.0 MILES E OF MOORES STATION RANCH.
 JQ0554'ON THE W SIDE OF SAND SPRINGS VALLEY ON THE HIGHEST AND MIDDLE
 JQ0554'OF 3 PEAKS WHICH LIE E-W AND WHICH RISE FROM A DETACHED MOUNTAIN,
 JQ0554'THE E SIDE OF WHICH IS BARE AND TAN IN COLOR, AND THE N SIDE
 JQ0554'OF WHICH IS COVERED WITH SCRUB CEDARS.
 JQ0554'
 JQ0554'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JQ0554'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 JQ0554'
 JQ0554'STATION IS ABOUT 50 FEET NNW OF THE EXTREME HIGHEST POINT OF THE
 JQ0554'PEAK AND ABOUT 3 FEET BELOW IT.  SET FLUSH WITH THE GROUND AND
 JQ0554'STAMPED, FLORIO 1939.  BAROMETRIC ELEVATION, 7,800 FEET.  ALL
 JQ0554'OBJECTS VISIBLE FROM THE GROUND.
 JQ0554'
 JQ0554'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE GROUND ABOUT 1 FOOT
 JQ0554'BELOW THE STATION AND IS STAMPED, FLORIO 1 1939.  REFERENCE
 JQ0554'MARK NO. 2 IS SET FLUSH WITH THE GROUND LEVEL WITH THE STATION
 JQ0554'AND IS STAMPED, FLORIO 2 1939.
 JQ0554'
 JQ0554'AZIMUTH MARK IS AT THE NE END OF THE SADDLE BETWEEN THE E AND
 JQ0554'MIDDLE PEAKS AND IS JUST BELOW A LARGE BEDROCK OUTCROP WHICH
 JQ0554'FORMS PART OF THE E PEAK.  IT IS 12 FEET NE OF A ROCK CAIRN,
 JQ0554'IS ABOUT 300 FEET BELOW THE STATION LEVEL, AND IS STAMPED,
 JQ0554'FLORIO 1939.
 JQ0554'
 JQ0554'TO REACH FROM DUCKWATER POST OFFICE GO TO SAND SPRINGS (WELL-TRAVELED
 JQ0554'TRACK ROAD WHICH GOES NW FROM DUCKWATER POST OFFICE THROUGH A
 JQ0554'PASS AND CUTS S ON THE E SIDE OF SAND SPRINGS VALLEY TO SAND
 JQ0554'SPRINGS, A DISTANCE OF 14.5 MILES.  ADDITIONAL INFORMATION CAN
 JQ0554'BE OBTAINED FROM ANYONE AT DUCKWATER).  THERE IS A CROSSROADS
 JQ0554'ABOUT 0.5 MILE W OF SAND SPRINGS.  FROM THIS CROSSROADS TAKE
 JQ0554'THE DIM TRACK ROAD WHICH LEADS WSW ACROSS THE FLOOR OF THE
 JQ0554'VALLEY AND HEADS FOR THE SE SHOULDER OF THE MOUNTAIN WHICH
 JQ0554'CARRIES THE STATION (THERE ARE SEVERAL DETOURS AROUND
 JQ0554'WASHES).  GO 8.8 MILES.  TAKE LEFT FORK, GO 0.7 MILE.  TAKE
 JQ0554'RIGHT FORK, GO 0.2 MILE.  LEAVE THE ROAD AND FOLLOW ALONG THE N
 JQ0554'SIDE OF THE MOUNTAIN HEADING FOR A PROMINENT RIDGE WHICH
 JQ0554'COMES DOWN FROM THE MIDDLE AND HIGHEST PEAK.  FOLLOW THE
 JQ0554'RIDGE TO END OF TRUCK TRAVEL, A DISTANCE OF 2.6 MILES FROM
 JQ0554'THE ROAD.  CLIMB S TO THE SADDLE AND THEN W TO THE
 JQ0554'STATION.  A 1 HOUR PACK.
 JQ0554'
 JQ0554'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 JQ0554
 JQ0554                          STATION RECOVERY (1967)
 JQ0554
 JQ0554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JAB)
 JQ0554'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1636 ***********************************************************************
 KR1636  DESIGNATION -  FLOWERY
 KR1636  PID         -  KR1636
 KR1636  STATE/COUNTY-  NV/STOREY
 KR1636  USGS QUAD   -  FLOWERY PEAK (1994)
 KR1636
 KR1636                         *CURRENT SURVEY CONTROL
 KR1636  ___________________________________________________________________
 KR1636* NAD 83(1994)-  39 19 11.96919(N)    119 36 57.31067(W)     ADJUSTED  
 KR1636* NAVD 88     -      2007.1    (meters)    6585.     (feet)  VERTCON   
 KR1636  ___________________________________________________________________
 KR1636  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 KR1636  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KR1636
 KR1636  HORZ ORDER  -  FIRST
 KR1636
 KR1636.The horizontal coordinates were established by classical geodetic methods
 KR1636.and adjusted by the National Geodetic Survey in June 1998..
 KR1636
 KR1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1636
 KR1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1636
 KR1636.The geoid height was determined by GEOID03.
 KR1636
 KR1636;                    North         East     Units Scale Factor Converg.
 KR1636;SPC NV W     - 4,507,628.337   710,963.005   MT  0.99999758   -0 39 15.6
 KR1636;SPC NV W     -14,788,777.30  2,332,551.13   sFT  0.99999758   -0 39 15.6
 KR1636;UTM  11      - 4,355,550.620   274,491.159   MT  1.00022619   -1 39 29.8
 KR1636
 KR1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1636!SPC NV W     -   0.99968898  x   0.99999758  =   0.99968656
 KR1636!UTM  11      -   0.99968898  x   1.00022619  =   0.99991510
 KR1636
 KR1636|---------------------------------------------------------------------|
 KR1636| PID    Reference Object                     Distance      Geod. Az  |
 KR1636|                                                           dddmmss.s |
 KR1636| DB7294 FLOWERY RM 3                          4.691 METERS 03048     |
 KR1636| DB7031 FLOWERY CHISELED CROSS=RM 2                        09508     |
 KR1636| DB7293 FLOWERY RM 1                          7.068 METERS 25209     |
 KR1636| KR1641 CEDAR HILL 2                        APPROX. 3.0 KM 2772616.6 |
 KR1636|---------------------------------------------------------------------|
 KR1636
 KR1636                          SUPERSEDED SURVEY CONTROL
 KR1636
 KR1636  NAD 83(1992)-  39 19 11.97302(N)    119 36 57.30375(W) AD(       ) 1
 KR1636  NAD 83(1986)-  39 19 11.97155(N)    119 36 57.28689(W) AD(       ) 1
 KR1636  NAD 27      -  39 19 12.28200(N)    119 36 53.64800(W) AD(       ) 1
 KR1636  NGVD 29 (07/19/86) 2006.0    (m)         6581.     (f) VERT ANG       
 KR1636
 KR1636.Superseded values are not recommended for survey control.
 KR1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1636.See file dsdata.txt to determine how the superseded data were derived.
 KR1636
 KR1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7449155551(NAD 83)
 KR1636_MARKER: DS = TRIANGULATION STATION DISK
 KR1636_SETTING: 0 = UNSPECIFIED SETTING
 KR1636
 KR1636  HISTORY     - Date     Condition        Report By
 KR1636  HISTORY     - 1935     MONUMENTED       USGS
 KR1636  HISTORY     - 1951     GOOD             CGS
 KR1636
 KR1636                          STATION DESCRIPTION
 KR1636
 KR1636'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (LGT)
 KR1636'THE STATION IS LOCATED ABOUT 2 MILES AIR LINE NORTHEAST OF
 KR1636'VIRGINIA CITY AND ON THE HIGHEST POINT OF WHAT IS LOCALLY KNOWN
 KR1636'AS FLOWERY PEAK.  THE PEAK IS A PROMINENT BRUSH COVERED HILL.
 KR1636'
 KR1636'TO REACH FROM THE POST OFFICE IN VIRGINIA CITY, GO NORTH ON
 KR1636'STATE HIGHWAY 17 FOR 0.75 MILE TO A DIRT ROAD RIGHT.  TURN
 KR1636'RIGHT AND FOLLOW THE DIRT ROAD FOR 0.2 MILE TO A REVERSE Y.
 KR1636'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A REVERSE Y.  CONTINUE
 KR1636'STRAIGHT AHEAD FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK
 KR1636'AND GO 0.4 MILE TO A REVERSE Y.  CONTINUE STRAIGHT AHEAD UP
 KR1636'CANYON FOR 0.25 MILE TO A REVERSE Y.  KEEP STRAIGHT AHEAD
 KR1636'FOR 0.05 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.7 MILE
 KR1636'TO A FORK.  TAKE THE LEFT FORK AND GO 0.5 MILE TO A ROAD
 KR1636'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A FORK.  TAKE
 KR1636'THE LEFT FORK AND GO 0.15 MILE TO THE END OF TRUCK TRAVEL.
 KR1636'PACK SOUTHEASTERLY UP THE HILL TO THE HIGHEST POINT
 KR1636'AND THE STATION.  A 30-MINUTE PACK.
 KR1636'
 KR1636'THE STATION MARK, A U.S. GEOLOGICAL SURVEY STANDARD DISK
 KR1636'STAMPED FLOWERY 1935, IS SET IN A DRILL HOLE IN A BOULDER WHICH
 KR1636'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 KR1636'
 KR1636'REFERENCE MARK 1 IS ABOUT 6 INCHES HIGHER THAN THE STATION.
 KR1636'IT IS A U.S. GEOLOGICAL SURVEY STANDARD DISK STAMPED NO 1
 KR1636'1935 AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4
 KR1636'INCHES ABOVE THE GROUND.
 KR1636'
 KR1636'CHISELED CROSS (REFERENCE MARK 2) IS IN BEDROCK WHICH PROJECTS
 KR1636'12 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN
 KR1636'THE STATION.
 KR1636'
 KR1636'REFERENCE MARK 3 IS ABOUT 15 INCHES LOWER THAN THE STATION.
 KR1636'IT IS A STANDARD DISK STAMPED FLOWERY USGS 1935 NO 3 1951 AND
 KR1636'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 KR1636'16 INCHES ABOVE THE GROUND.
 KR1636
 KR1636                          STATION RECOVERY (1951)
 KR1636
 KR1636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 KR1636'STATION MARK--STANDARD TABLET STAMPED---FLOWERY 1935---CEMENTED IN
 KR1636'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0666 ***********************************************************************
 LQ0666  DESIGNATION -  FLOWERY
 LQ0666  PID         -  LQ0666
 LQ0666  STATE/COUNTY-  NV/ELKO
 LQ0666  USGS QUAD   -  FLOWERY LAKE (1986)
 LQ0666
 LQ0666                         *CURRENT SURVEY CONTROL
 LQ0666  ___________________________________________________________________
 LQ0666* NAD 83(1994)-  40 39 56.00042(N)    114 36 37.98051(W)     ADJUSTED  
 LQ0666* NAVD 88     -      2729.8    (meters)    8956.     (feet)  VERTCON   
 LQ0666  ___________________________________________________________________
 LQ0666  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 LQ0666  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 LQ0666
 LQ0666  HORZ ORDER  -  FIRST
 LQ0666
 LQ0666.The horizontal coordinates were established by classical geodetic methods
 LQ0666.and adjusted by the National Geodetic Survey in June 1998..
 LQ0666
 LQ0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0666
 LQ0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0666
 LQ0666.The geoid height was determined by GEOID03.
 LQ0666
 LQ0666;                    North         East     Units Scale Factor Converg.
 LQ0666;SPC NV E     - 8,656,964.056   282,249.977   MT  0.99998324   +0 38 02.2
 LQ0666;SPC NV E     -28,402,056.24    926,015.13   sFT  0.99998324   +0 38 02.2
 LQ0666;UTM  11      - 4,504,376.978   701,977.673   MT  1.00010216   +1 33 27.3
 LQ0666
 LQ0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0666!SPC NV E     -   0.99957479  x   0.99998324  =   0.99955804
 LQ0666!UTM  11      -   0.99957479  x   1.00010216  =   0.99967691
 LQ0666
 LQ0666:                Primary Azimuth Mark                     Grid Az
 LQ0666:SPC NV E     -  FLOWERY AZ MK                            024 00 56.9
 LQ0666:UTM  11      -  FLOWERY AZ MK                            023 05 31.8
 LQ0666
 LQ0666|---------------------------------------------------------------------|
 LQ0666| PID    Reference Object                     Distance      Geod. Az  |
 LQ0666|                                                           dddmmss.s |
 LQ0666| DD5867 FLOWERY AZ MK                                      0243859.1 |
 LQ0666| LQ0626 SAN FRAN SALT LK AWY BCN 49 B       APPROX.25.2 KM 0344610.0 |
 LQ0666| DD5868 FLOWERY RM 1                         10.789 METERS 07044     |
 LQ0666| DD5869 FLOWERY RM 2                         16.563 METERS 19339     |
 LQ0666|---------------------------------------------------------------------|
 LQ0666
 LQ0666                          SUPERSEDED SURVEY CONTROL
 LQ0666
 LQ0666  NAD 83(1994)-  40 39 56.00005(N)    114 36 37.97879(W) AD(       ) 1
 LQ0666  NAD 83(1986)-  40 39 55.99530(N)    114 36 37.97597(W) AD(       ) 1
 LQ0666  NAD 27      -  40 39 56.25215(N)    114 36 34.87336(W) AD(       ) 1
 LQ0666  NGVD 29 (03/11/99) 2728.5    (m)         8952.     (f) VERT ANG       
 LQ0666
 LQ0666.Superseded values are not recommended for survey control.
 LQ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0666.See file dsdata.txt to determine how the superseded data were derived.
 LQ0666
 LQ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF0197804377(NAD 83)
 LQ0666_MARKER: DS = TRIANGULATION STATION DISK
 LQ0666_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0666+STABILITY: POSITION/ELEVATION WELL
 LQ0666
 LQ0666  HISTORY     - Date     Condition        Report By
 LQ0666  HISTORY     - 1940     MONUMENTED       CGS
 LQ0666  HISTORY     - 1952     GOOD             USGS
 LQ0666  HISTORY     - 1965     GOOD             CGS
 LQ0666
 LQ0666                          STATION DESCRIPTION
 LQ0666
 LQ0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LQ0666'STATION IS ABOUT 36 MILES SE OF WELLS, 30 MILES S OF W OF
 LQ0666'WENDOVER, 15 MILES SW OF SHAFTER, ON THE HIGHEST PEAK OF THE
 LQ0666'PEQUOP MOUNTAINS, AND LYING S OF THE FLOWERY LAKE PASS (WESTERN
 LQ0666'PACIFIC RAILROAD).
 LQ0666'
 LQ0666'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 LQ0666'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.  ALL MARKS
 LQ0666'ARE STAMPED FLOWERY 1940.
 LQ0666'
 LQ0666'REFERENCE MARK NO. 1 IS ABOUT 38 FEET (SLOPE DISTANCE) ENE
 LQ0666'OF THE STATION, AND IS ABOUT 7 FEET LOWER IN ELEVATION.
 LQ0666'
 LQ0666'REFERENCE MARK NO. 2 IS ABOUT 56 FEET (SLOPE DISTANCE) S OF
 LQ0666'THE STATION, ABOUT 9 FEET LOWER IN ELEVATION.
 LQ0666'
 LQ0666'AZIMUTH MARK IS APPROXIMATELY 1 MILE, AIR LINE, NNE AT A
 LQ0666'POINT AT THE N END OF THE RIDGE.  IT IS ABOUT 300 FEET LOWER
 LQ0666'IN ELEVATION.
 LQ0666'
 LQ0666'STATION IS REACHED FROM WENDOVER, BY FOLLOWING U.S. HIGHWAY
 LQ0666'40, NW, 20.5 MILES TO DIRT ROAD BEARING LEFT AT SHAFTER SIGN,
 LQ0666'0.15 MILE BEFORE REACHING CROSSING OF HIGHWAY OVER WESTERN
 LQ0666'PACIFIC RAILROAD.  FOLLOW THIS ROAD SW, 8.5 MILES TO SHAFTER.
 LQ0666'CROSS OVER RAILROAD ABOUT 0.2 MILE SW OF STATION.  THENCE
 LQ0666'CONTINUE ACROSS NEVADA-NORTHERN TRACKS.  THENCE LEFT, S ALONG
 LQ0666'W SIDE OF NEVADA-NORTHERN TRACKS 1.4 MILES.  THENCE RIGHT
 LQ0666'FORK, SW, 4.6 MILES TO DIAGONAL CROSS ROAD.  THENCE LEFT FORK,
 LQ0666'S, 6.6 MILES.  THENCE RIGHT FORK, MAIN ROAD, 0.4 MILE TO A
 LQ0666'RANCH.  AT RANCH HOUSE, TURN LEFT AND GO THROUGH GATE JUST S
 LQ0666'AND CONTINUE ON MAIN ROAD 0.35 MILE TO ANOTHER GATE.
 LQ0666'CONTINUE S AND W, 0.25 MILE TO CROSSROADS.  CONTINUE STRAIGHT
 LQ0666'AHEAD, SW, 0.35 MILE TO JUNCTION WITH OLD ROAD FROM RIGHT.
 LQ0666'BEAR LEFT ON THIS ROAD ABOUT 1.5 MILES INTO DEEP CANYON OF
 LQ0666'MAIN WASH.  CONTINUE ON ROAD UP CANYON 1.3 MILES TO FORKS
 LQ0666'OF CANYON.  CONTINUE ON DIM TRACKS UP RIGHT FORK 0.6 MILE TO
 LQ0666'ANOTHER FORK.  AGAIN TAKE RIGHT FORK AND CONTINUE UP STEEP
 LQ0666'CANYON 0.25 MILE TO END OF TRUCK TRAVEL.  STATION IS NOT
 LQ0666'VISIBLE FROM HERE BUT LIES APPROXIMATELY SW.  PACK UP
 LQ0666'RIGHT FORK OF CANYON, WESTERLY, TO TOP OF THE RIDGE.  THENCE
 LQ0666'SOUTHERLY ABOUT 1 MILE TO HIGHEST POINT AND STATION.
 LQ0666'(APPROXIMATELY A 2-HOUR PACK.)
 LQ0666
 LQ0666                          STATION RECOVERY (1952)
 LQ0666
 LQ0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 LQ0666'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40114-4 STATION 1003.
 LQ0666'STATION MARK--STANDARD DISC STAMPED---FLOWERY 1940---WEDGED IN DRILL
 LQ0666'HOLES IN OUTCROPPING BEDROCK.
 LQ0666
 LQ0666                          STATION RECOVERY (1965)
 LQ0666
 LQ0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0666'THE STATION MARK REFERENCE MARKS AND THE AZIMUTH MARK WERE
 LQ0666'RECOVERED AND FOUND IN GOOD CONDITION.  THE REFERENCE MARKS
 LQ0666'WERE MEASURED SLOPE DISTANCE IN A VERY STRONG WIND AND ARE NOT
 LQ0666'VERY GOOD MEASUREMENTS.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LQ0666'
 LQ0666'THE STATION IS LOCATED ON THE HIGHEST PART OF THE PEQUOP MOUNTAINS
 LQ0666'36 MILES SOUTHEAST OF WELLS, 30 MILES SOUTHWEST OF WENDOVER
 LQ0666'AND 28 MILES NORTH OF CURRIE.
 LQ0666'
 LQ0666'TO REACH THE STATION FROM CURRIE GO NORTHWEST ALONG U.S. HIGHWAY
 LQ0666'93 3.5 MILES TO A SIDE ROAD RIGHT AND SIGN DECOY.  TURN RIGHT
 LQ0666'AND GO EAST ALONG BLADED ROAD FOR 0.5 MILE TO A FORK.  TURN
 LQ0666'RIGHT FOR 3.0 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH
 LQ0666'FOR 3.65 MILES TO A T-INTERSECTION.  TURN RIGHT AND GO
 LQ0666'EAST-NORTHEAST FOR 3.3 MILES TO A T-INTERSECTION.  TURN
 LQ0666'RIGHT AND CONTINUE EAST-NORTHEAST FOR 4.35 MILES TO A CORRAL
 LQ0666'ON THE RIGHT, CONTINUE NORTHEAST FOR 3.75 MILES TO A SIDE ROAD
 LQ0666'LEFT, CONTINUE AHEAD FOR 1.4 MILES TO A CROSSROAD.  CONTINUE
 LQ0666'NORTH ALONG MAIN ROAD FOR 6.3 MILES TO A SADDLE ON THE
 LQ0666'RIDGE.  CONTINUE NORTH 4.55 MILES TO A SIDE ROAD LEFT AND A
 LQ0666'WATER TANK ON THE RIGHT.  TURN LEFT AND FOLLOW THE TRACK
 LQ0666'ROAD UP THE CANYON WEST FOR 3.6 MILES TO THE END OF THE ROAD.
 LQ0666'PACK WEST UP THE RIDGE TO A SADDLE, WORK-WAY AROUND AND OVER
 LQ0666'CLIFFS AND LARGE ROCK OUTCROPS.  TURN SOUTHWEST ALONG RIDGE AND
 LQ0666'PACK TO THE HIGHEST POINT AND THE STATION.  ABOUT A 4 HOUR PACK.
 LQ0666'
 LQ0666'THE STATION MARK IS A STANDARD DISK STAMPED FLOWERY 1940.  IT
 LQ0666'IS SET IN A DRILL HOLE IN BEDROCK ON THE HIGHEST PART OF
 LQ0666'THE MOUNTAIN AND AT THE NORTH END OF THE RANGE.
 LQ0666'
 LQ0666'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FLOWERY NO 1 1940.
 LQ0666'IT IS SET IN A DRILL HOLE IN BEDROCK WHICH IS ABOUT 8 FEET
 LQ0666'LOWER THAN THE STATION.
 LQ0666'
 LQ0666'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FLOWERY NO 2 1940.
 LQ0666'IT IS SET IN A DRILL HOLE IN BEDROCK WHICH IS ABOUT 10 FEET
 LQ0666'LOWER THAN THE STATION.
 LQ0666'
 LQ0666'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FLOWERY 1940.  IT
 LQ0666'IS SET IN A DRILL HOLE IN ROCK AT THE NORTH END OF RIDGE.  IT
 LQ0666'IS ABOUT 3/4 MILE NORTH-NORTHEAST ALONG THE RIDGE FROM THE
 LQ0666'STATION.
 LQ0666'
 LQ0666'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 FEET.
 LQ0666'
 LQ0666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--28 MILES
 LQ0666'NORTH OF CURRIE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1628 ***********************************************************************
 KR1628  DESIGNATION -  FLOWERY RANGE CAIRN
 KR1628  PID         -  KR1628
 KR1628  STATE/COUNTY-  NV/LYON
 KR1628  USGS QUAD   -  STOCKTON WELL (1993)
 KR1628
 KR1628                         *CURRENT SURVEY CONTROL
 KR1628  ___________________________________________________________________
 KR1628* NAD 83(1994)-  39 29 03.50200(N)    119 18 01.85985(W)     ADJUSTED  
 KR1628* NAVD 88     -      2106.     (meters)    6909.     (feet)  SCALED    
 KR1628  ___________________________________________________________________
 KR1628  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 KR1628  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KR1628
 KR1628  HORZ ORDER  -  THIRD
 KR1628
 KR1628.The horizontal coordinates were established by classical geodetic methods
 KR1628.and adjusted by the National Geodetic Survey in June 1998..
 KR1628
 KR1628.The orthometric height was scaled from a topographic map.
 KR1628
 KR1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1628
 KR1628.The geoid height was determined by GEOID03.
 KR1628
 KR1628;                    North         East     Units Scale Factor Converg.
 KR1628;SPC NV W     - 4,525,606.363   738,304.600   MT  0.99994685   -0 27 21.8
 KR1628;SPC NV W     -14,847,760.21  2,422,254.34   sFT  0.99994685   -0 27 21.8
 KR1628;UTM  11      - 4,373,049.214   302,149.086   MT  1.00008198   -1 27 47.9
 KR1628
 KR1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1628!SPC NV W     -   0.99967346  x   0.99994685  =   0.99962033
 KR1628!UTM  11      -   0.99967346  x   1.00008198  =   0.99975542
 KR1628
 KR1628                          SUPERSEDED SURVEY CONTROL
 KR1628
 KR1628  NAD 83(1992)-  39 29 03.50726(N)    119 18 01.84876(W) AD(       ) 4
 KR1628  NAD 83(1986)-  39 29 03.50852(N)    119 18 01.83950(W) AD(       ) 4
 KR1628  NAD 27      -  39 29 03.81900(N)    119 17 58.23300(W) AD(       ) 3
 KR1628
 KR1628.Superseded values are not recommended for survey control.
 KR1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1628.See file dsdata.txt to determine how the superseded data were derived.
 KR1628
 KR1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0214973049(NAD 83)
 KR1628
 KR1628  HISTORY     - Date     Condition        Report By
 KR1628  HISTORY     - 1951     MONUMENTED       CGS
 KR1628
 KR1628                          STATION DESCRIPTION
 KR1628
 KR1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1628'THE STATION IS LOCATED ABOUT 32 MILES AIR LINE WEST OF FALLON,
 KR1628'6 MILES AIR LINE SOUTH OF FERNLEY, 6 MILES AIR LINE NORTHWEST
 KR1628'OF THE JUNCTION OF U.S. HIGHWAYS 50 AND ALTERNATE 95, AND 2 MILES
 KR1628'AIR LINE SOUTHEAST OF THE HIGHEST PEAK OF WHAT IS LOCALLY KNOWN
 KR1628'AS THE FLOWERY RANGE.  IT IS ON THE HIGHEST POINT IN THE
 KR1628'IMMEDIATE VICINITY AND THE POINT HAS SCATTERED TREES ON IT.
 KR1628'
 KR1628'THE MARK IS A LARGE CAIRN.  A TRAVERSE CONNECTION WAS MADE TO
 KR1628'TRIANGULATION STATION TALAPOOS, DISTANCE BEING 12.1 FEET (3.70
 KR1628'METERS) WEST-NORTHWEST OF STATION TALAPOOS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0347 ***********************************************************************
 JP0347  DESIGNATION -  FOGLIANI
 JP0347  PID         -  JP0347
 JP0347  STATE/COUNTY-  NV/LINCOLN
 JP0347  USGS QUAD   -  EAGLE VALLEY RESERVOIR (1972)
 JP0347
 JP0347                         *CURRENT SURVEY CONTROL
 JP0347  ___________________________________________________________________
 JP0347* NAD 83(1994)-  38 04 38.11463(N)    114 09 52.98449(W)     ADJUSTED  
 JP0347* NAVD 88     -      1822.9    (meters)    5981.     (feet)  VERTCON   
 JP0347  ___________________________________________________________________
 JP0347  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 JP0347  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 JP0347
 JP0347  HORZ ORDER  -  FIRST
 JP0347
 JP0347.The horizontal coordinates were established by classical geodetic methods
 JP0347.and adjusted by the National Geodetic Survey in June 1998..
 JP0347
 JP0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0347
 JP0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0347
 JP0347.The geoid height was determined by GEOID03.
 JP0347
 JP0347;                    North         East     Units Scale Factor Converg.
 JP0347;SPC NV E     - 8,370,128.103   324,460.286   MT  1.00009072   +0 52 30.0
 JP0347;SPC NV E     -27,460,995.28  1,064,500.12   sFT  1.00009072   +0 52 30.0
 JP0347;SPC UT S     - 3,159,884.608   266,236.981   MT  0.99996435   -1 37 57.5
 JP0347;UTM  11      - 4,218,183.206   748,693.347   MT  1.00036180   +1 44 58.1
 JP0347
 JP0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0347!SPC NV E     -   0.99971757  x   1.00009072  =   0.99980826
 JP0347!SPC UT S     -   0.99971757  x   0.99996435  =   0.99968193
 JP0347!UTM  11      -   0.99971757  x   1.00036180  =   1.00007927
 JP0347
 JP0347|---------------------------------------------------------------------|
 JP0347| PID    Reference Object                     Distance      Geod. Az  |
 JP0347|                                                           dddmmss.s |
 JP0347| DD5871 FOGLIANI RM 1                        15.312 METERS 12803     |
 JP0347| DD5870 FOGLIANI AZ MK                                     1920804.2 |
 JP0347| DD5872 FOGLIANI RM 2                        11.860 METERS 22721     |
 JP0347|---------------------------------------------------------------------|
 JP0347
 JP0347                          SUPERSEDED SURVEY CONTROL
 JP0347
 JP0347  NAD 83(1994)-  38 04 38.11453(N)    114 09 52.98446(W) AD(       ) 1
 JP0347  NAD 83(1986)-  38 04 38.10595(N)    114 09 52.98691(W) AD(       ) 1
 JP0347  NAD 27      -  38 04 38.23400(N)    114 09 50.05800(W) AD(       ) 1
 JP0347  NGVD 29 (07/19/86) 1821.6    (m)         5976.     (f) VERT ANG       
 JP0347
 JP0347.Superseded values are not recommended for survey control.
 JP0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0347.See file dsdata.txt to determine how the superseded data were derived.
 JP0347
 JP0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC4869318183(NAD 83)
 JP0347_MARKER: DS = TRIANGULATION STATION DISK
 JP0347_SETTING: 80 = SET IN A BOULDER
 JP0347_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JP0347_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JP0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0347+STABILITY: SURFACE MOTION
 JP0347
 JP0347  HISTORY     - Date     Condition        Report By
 JP0347  HISTORY     - 1915     MONUMENTED       USGS
 JP0347  HISTORY     - 1971     POOR             USGS
 JP0347  HISTORY     - 1971     GOOD             USGS
 JP0347
 JP0347                          STATION DESCRIPTION
 JP0347
 JP0347'DESCRIBED BY US GEOLOGICAL SURVEY 1915 (EHB)
 JP0347'STATION IS LOCATED ABOUT 19 MILES (AIR LINE) ENE OF PIOCHE,
 JP0347'ABOUT 7 MILES (AIR LINE) NNE OF URSINE, AND ABOUT 600 FEET
 JP0347'ESE OF THE OXBOROUGH RANCH (FORMERLY FOGLIANI RANCH).  IT
 JP0347'IS ON THE NW POINT OF A LOW GRAVEL SAGE-COVERED BENCH THAT
 JP0347'EXTENDS INTO THE VALLEY FROM THE SE.
 JP0347'
 JP0347'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK
 JP0347'DISK WHICH IS NOT STAMPED.  IT IS LOCATED ON THE HIGHEST
 JP0347'PART OF THE HILL, ABOUT 350 FEET E OF THE ROAD LEADING N UP
 JP0347'URSINE VALLEY, AND 12-1/2 FEET N OF A WHITE WITNESS POST.
 JP0347'IT IS SET IN A SMALL BOULDER PROJECTING ABOUT 2 INCHES.
 JP0347'
 JP0347'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 JP0347'CONCRETE POST FLUSH WITH THE GROUND.  IT IS AT ABOUT THE SAME
 JP0347'ELEVATION AS THE STATION MARK AND IS STAMPED FOGLIANI USGS
 JP0347'NO 1 1944.
 JP0347'
 JP0347'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 JP0347'CONCRETE POST PROJECTING ABOUT 2 INCHES.  IT IS ABOUT 1 FOOT
 JP0347'LOWER IN ELEVATION THAN THE STATION MARK AND IS STAMPED
 JP0347'FOGLIANI USGS NO 2 1944.
 JP0347'
 JP0347'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE
 JP0347'POST PROJECTING ABOUT 4 INCHES AND IS STAMPED FOGLIANI USGS
 JP0347'1944.  IT IS 48.3 FEET ENE OF A WHITE WITNESS POST IN A
 JP0347'FENCE LINE 22 FEET W OF THE ROAD MENTIONED ABOVE AND 24 FEET
 JP0347'E OF THE CENTER LINE OF THIS ROAD.
 JP0347'
 JP0347'TO REACH STATION FROM URSINE, GO N FROM THE GASOLINE PUMP
 JP0347'FOR 0.5 MILE TO THE JUNCTION WITH THE MAIN ROAD FROM PIOCHE.
 JP0347'CONTINUE IN A NE DIRECTION UP THE MAIN CANYON ROAD FOR 8.2
 JP0347'MILES TO THE OXBOROUGH RANCH ON THE LEFT AND THE STATION ON
 JP0347'A LOW HILL BENCH TO THE RIGHT.  TO DRIVE TO THE STATION, GO
 JP0347'BACK (S) FOR ABOUT 100 YARDS, THEN DRIVE UP THE STEEP SLOPES,
 JP0347'CIRCLING TO THE E AND N, FOR ABOUT 200 YARDS UP THE RIDGE TO
 JP0347'THE HIGHEST PART OF THE HILL AND THE STATION.
 JP0347
 JP0347                          STATION RECOVERY (1971)
 JP0347
 JP0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0347'R.M.S NOT MEASURED IN 1971
 JP0347'
 JP0347'REACHED BY HELICOPTER.
 JP0347'
 JP0347'STATION MARK FOUND SET IN SMALL ROCK THAT WAS LOOSE.
 JP0347'
 JP0347'REFERENCE MARKS FOUND IN GOOD CONDITION.
 JP0347
 JP0347                          STATION RECOVERY (1971)
 JP0347
 JP0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0347'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38114-2 STATION 1003.
 JP0347'STATION MARK--STANDARD TABLET---NOT STAMPED---SET IN A SMALL BOULDER
 JP0347'PROJECTING ABOUT 2 INCHES.  STATION MARK FOUND SET IN SMALL ROCK THAT
 JP0347'WAS LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0655 ***********************************************************************
 GR0655  DESIGNATION -  FOIL
 GR0655  PID         -  GR0655
 GR0655  STATE/COUNTY-  NV/CLARK
 GR0655  USGS QUAD   -  DRY LAKE (1986)
 GR0655
 GR0655                         *CURRENT SURVEY CONTROL
 GR0655  ___________________________________________________________________
 GR0655* NAD 83(1994)-  36 28 54.40596(N)    114 48 00.42056(W)     ADJUSTED  
 GR0655* NAVD 88     -       632.288  (meters)    2074.43   (feet)  ADJUSTED  
 GR0655  ___________________________________________________________________
 GR0655  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 GR0655  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 GR0655  DYNAMIC HT  -         631.658 (meters)    2072.36  (feet)  COMP
 GR0655  MODELED GRAV-     979,616.5   (mgal)                       NAVD 88
 GR0655
 GR0655  HORZ ORDER  -  SECOND
 GR0655  VERT ORDER  -  FIRST     CLASS II
 GR0655
 GR0655.The horizontal coordinates were established by classical geodetic methods
 GR0655.and adjusted by the National Geodetic Survey in June 1998..
 GR0655
 GR0655.The orthometric height was determined by differential leveling
 GR0655.and adjusted by the National Geodetic Survey in June 1991..
 GR0655
 GR0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0655
 GR0655.The geoid height was determined by GEOID03.
 GR0655
 GR0655.The dynamic height is computed by dividing the NAVD 88
 GR0655.geopotential number by the normal gravity value computed on the
 GR0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0655.degrees latitude (g = 980.6199 gals.).
 GR0655
 GR0655.The modeled gravity was interpolated from observed gravity values.
 GR0655
 GR0655;                    North         East     Units Scale Factor Converg.
 GR0655;SPC NV E     - 8,192,410.250   270,179.294   MT  0.99996066   +0 27 56.5
 GR0655;SPC NV E     -26,877,932.63    886,413.23   sFT  0.99996066   +0 27 56.5
 GR0655;UTM  11      - 4,039,637.055   697,071.582   MT  1.00007852   +1 18 30.2
 GR0655
 GR0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0655!SPC NV E     -   0.99990505  x   0.99996066  =   0.99986571
 GR0655!UTM  11      -   0.99990505  x   1.00007852  =   0.99998356
 GR0655
 GR0655|---------------------------------------------------------------------|
 GR0655| PID    Reference Object                     Distance      Geod. Az  |
 GR0655|                                                           dddmmss.s |
 GR0655| CC4793 FOIL WP                               3.069 METERS 05217     |
 GR0655| GR0657 FOIL RM 1                             8.473 METERS 16956     |
 GR0655| GR1884 TONY                                APPROX. 4.8 KM 2175823.7 |
 GR0655| GR0656 FOIL RM 2                             5.855 METERS 23508     |
 GR0655|---------------------------------------------------------------------|
 GR0655
 GR0655                          SUPERSEDED SURVEY CONTROL
 GR0655
 GR0655  NAD 83(1994)-  36 28 54.40622(N)    114 48 00.41882(W) AD(       ) 2
 GR0655  NAD 83(1992)-  36 28 54.40683(N)    114 48 00.42120(W) AD(       ) 2
 GR0655  NAD 83(1992)-  36 28 54.40684(N)    114 48 00.42128(W) AD(       ) 2
 GR0655  NAD 83(1986)-  36 28 54.39786(N)    114 48 00.40669(W) AD(       ) 2
 GR0655  NAD 27      -  36 28 54.50400(N)    114 47 57.40300(W) AD(       ) 2
 GR0655  NGVD 29 (??/??/92)  631.606  (m)         2072.19   (f) ADJ UNCH    1 2
 GR0655
 GR0655.Superseded values are not recommended for survey control.
 GR0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0655.See file dsdata.txt to determine how the superseded data were derived.
 GR0655
 GR0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA9707239637(NAD 83)
 GR0655_MARKER: DS = TRIANGULATION STATION DISK
 GR0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0655_STAMPING: FOIL 1957
 GR0655_MARK LOGO: CGS   
 GR0655_PROJECTION: FLUSH
 GR0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0655+STABILITY: SURFACE MOTION
 GR0655
 GR0655  HISTORY     - Date     Condition        Report By
 GR0655  HISTORY     - 1957     MONUMENTED       CGS
 GR0655  HISTORY     - 1957     GOOD             CGS
 GR0655  HISTORY     - 1983     GOOD             NGS
 GR0655
 GR0655                          STATION DESCRIPTION
 GR0655
 GR0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR0655'THE STATION IS LOCATED ABOUT 18 MILES SOUTHWEST OF GLENDALE, IN
 GR0655'A LOW FLAT AREA.
 GR0655'
 GR0655'TO REACH FROM GLENDALE, GO SOUTHWEST ON U.S. HIGHWAY 91 FOR
 GR0655'15.4 MILES TO CRYSTAL SERVICE STATION ON THE LEFT.  CONTINUE
 GR0655'SOUTHWEST ON THE HIGHWAY FOR 2.3 MILES TO A TRACK ROAD LEFT.
 GR0655'BEAR LEFT AND GO 0.15 MILE TO STATION ON LEFT.
 GR0655'
 GR0655'THE STATION MARK, STAMPED FOIL 1957, IS A STANDARD BRONZE DISK
 GR0655'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 GR0655'IT IS ABOUT 0.1 MILE SOUTHEAST OF THE HIGHWAY, 10.07 FEET SOUTHWEST
 GR0655'OF A WHITE WITNESS POST, AND 4 FEET NORTHWEST OF A BARBED WIRE
 GR0655'FENCE.
 GR0655'
 GR0655'REFERENCE MARK NO. 1, STAMPED FOIL NO 1 1957, IS A STANDARD
 GR0655'BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 GR0655'INCHES.  IT IS 21 FEET SOUTHEAST OF THE FENCE.
 GR0655'
 GR0655'REFERENCE MARK NO. 2, STAMPED FOIL NO 2 1957, IS A STANDARD
 GR0655'BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 GR0655'INCHES.  IT IS 4 FEET NORTHWEST OF THE FENCE.
 GR0655
 GR0655                          STATION RECOVERY (1957)
 GR0655
 GR0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GR0655'17.1 MI SW FROM MOAPA.
 GR0655'17.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0655'AT MOAPA, THENCE 0.15 MILE SOUTHEAST ACROSS COUNTRY, IN T 17 S, R 64
 GR0655'E, SOUTHEAST CORNER OF SECTION 2, 352 FEET SOUTHEAST OF CENTER LINE OF
 GR0655'U.S. HIGHWAY 91, 10 FEET SOUTHWEST OF WITNESS POST, 4.1 FEET NORTHWEST
 GR0655'OF FENCE LINE SET IN TOP OF A CONCRETE POST AND FLUSH WITH THE GROUND.
 GR0655
 GR0655                          STATION RECOVERY (1983)
 GR0655
 GR0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0655'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0655'28.05 KM (17.55 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST
 GR0655'END OF THE HIGHWAY BRIDGE OVER THE MUDDY RIVER IN GLENDALE, ON TOP OF
 GR0655'A LOW RIDGE, 0.2 KM (0.12 MI) NORTHEAST OF MILEPOST 73, 72.7 METERS
 GR0655'(238.5 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE, 18.3
 GR0655'METERS (60 FT) EAST-NORTHEAST OF THE NORTHEAST END OF A PIPE BRACE IN
 GR0655'THE RIGHT OF WAY FENCE, 11.6 METERS (38.5 FT) SOUTHEAST OF THE RIGHT
 GR0655'OF WAY FENCE, 8.5 METERS (28 FT) NORTH OF RM 1, 5.8 METERS (19 FT)
 GR0655'NORTHEAST OF RM 2, 4.7 METERS (15.5 FT) NORTHWEST OF THE CENTER OF A
 GR0655'DIRT ROAD.
 GR0655'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 GR0655'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0657 ***********************************************************************
 GR0657  DESIGNATION -  FOIL RM 1
 GR0657  PID         -  GR0657
 GR0657  STATE/COUNTY-  NV/CLARK
 GR0657  USGS QUAD   -  DRY LAKE (1986)
 GR0657
 GR0657                         *CURRENT SURVEY CONTROL
 GR0657  ___________________________________________________________________
 GR0657* NAD 83(1986)-  36 28 54.     (N)    114 48 00.     (W)     SCALED    
 GR0657* NAVD 88     -       632.259  (meters)    2074.34   (feet)  POSTED    
 GR0657  ___________________________________________________________________
 GR0657  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 GR0657  DYNAMIC HT  -         631.630 (meters)    2072.27  (feet)  COMP
 GR0657  MODELED GRAV-     979,616.5   (mgal)                       NAVD 88
 GR0657
 GR0657  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0657
 GR0657.The horizontal coordinates were scaled from a topographic map and have
 GR0657.an estimated accuracy of +/- 6 seconds.
 GR0657
 GR0657.The orthometric height was determined by differential leveling
 GR0657.and adjusted by the National Geodetic Survey in 1992..
 GR0657.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0657.rate of 4.1 thru 8.0 mm/km.
 GR0657
 GR0657.The geoid height was determined by GEOID03.
 GR0657
 GR0657.The dynamic height is computed by dividing the NAVD 88
 GR0657.geopotential number by the normal gravity value computed on the
 GR0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0657.degrees latitude (g = 980.6199 gals.).
 GR0657
 GR0657.The modeled gravity was interpolated from observed gravity values.
 GR0657
 GR0657;                    North         East    Units  Estimated Accuracy
 GR0657;SPC NV E     - 8,192,400.      270,190.      MT  (+/- 180 meters Scaled)
 GR0657
 GR0657                          SUPERSEDED SURVEY CONTROL
 GR0657
 GR0657  NGVD 29 (??/??/92)  631.578  (m)         2072.10   (f) ADJ UNCH    2 0
 GR0657
 GR0657.Superseded values are not recommended for survey control.
 GR0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0657.See file dsdata.txt to determine how the superseded data were derived.
 GR0657
 GR0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA970396(NAD 83)
 GR0657_MARKER: DR = REFERENCE MARK DISK
 GR0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0657_STAMPING: FOIL NO 1 1957
 GR0657_MARK LOGO: CGS   
 GR0657_PROJECTION: PROJECTING 5 CENTIMETERS
 GR0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0657+STABILITY: SURFACE MOTION
 GR0657
 GR0657  HISTORY     - Date     Condition        Report By
 GR0657  HISTORY     - 1957     MONUMENTED       CGS
 GR0657  HISTORY     - 1983     GOOD             NGS
 GR0657
 GR0657                          STATION DESCRIPTION
 GR0657
 GR0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0657'17.1 MI SW FROM MOAPA.
 GR0657'17.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0657'AT MOAPA, THENCE 0.15 MILE SOUTHEAST ACROSS COUNTRY, IN T 17 S, R 64
 GR0657'E, SOUTHEAST CORNER OF SECTION 2, 380 FEET SOUTHEAST OF CENTER LINE OF
 GR0657'U.S. HIGHWAY 91, 21.4 FEET SOUTHEAST OF FENCE LINE, 27.8 FEET
 GR0657'SOUTHEAST OF STATION MARK, SET IN TOP OF A CONCRETE POST AND
 GR0657'PROJECTING 1 INCH ABOVE THE GROUND.
 GR0657
 GR0657                          STATION RECOVERY (1983)
 GR0657
 GR0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0657'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0657'28.05 KM (17.55 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST
 GR0657'END OF THE HIGHWAY BRIDGE OVER THE MUDDY RIVER IN GLENDALE, ON TOP OF
 GR0657'A LOW RIDGE, 0.2 KM (0.12 MI) NORTHEAST OF MILEPOST 73, 80.6 METERS
 GR0657'(264.5 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE, 22.3
 GR0657'METERS (73.5 FT) EAST OF THE NORTHEAST END OF A PIPE BRACE IN THE
 GR0657'RIGHT OF WAY FENCE, 19.6 METERS (64.5 FT) SOUTHEAST OF THE RIGHT OF
 GR0657'WAY FENCE, 8.5 METERS (28 FT) SOUTH OF THE STATION, 8.0 METERS (26.5
 GR0657'FT) EAST OF RM 2, 2.8 METERS (9.5 FT) SOUTHEAST OF OF THE CENTER OF A
 GR0657'DIRT ROAD.
 GR0657'THE MARK IS 7.7 METERS  S FROM A WITNESS POST.
 GR0657'THE MARK IS 0.1 M ABOVE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0656 ***********************************************************************
 GR0656  DESIGNATION -  FOIL RM 2
 GR0656  PID         -  GR0656
 GR0656  STATE/COUNTY-  NV/CLARK
 GR0656  USGS QUAD   -  DRY LAKE (1986)
 GR0656
 GR0656                         *CURRENT SURVEY CONTROL
 GR0656  ___________________________________________________________________
 GR0656* NAD 83(1986)-  36 28 54.     (N)    114 48 00.     (W)     SCALED    
 GR0656* NAVD 88     -       632.055  (meters)    2073.67   (feet)  POSTED    
 GR0656  ___________________________________________________________________
 GR0656  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 GR0656  DYNAMIC HT  -         631.430 (meters)    2071.62  (feet)  COMP
 GR0656  MODELED GRAV-     979,616.5   (mgal)                       NAVD 88
 GR0656
 GR0656  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GR0656
 GR0656.The horizontal coordinates were scaled from a topographic map and have
 GR0656.an estimated accuracy of +/- 6 seconds.
 GR0656
 GR0656.The orthometric height was determined by differential leveling
 GR0656.and adjusted by the National Geodetic Survey in 1992..
 GR0656.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GR0656.rate greater than 8.0 mm/km.
 GR0656
 GR0656.The geoid height was determined by GEOID03.
 GR0656
 GR0656.The dynamic height is computed by dividing the NAVD 88
 GR0656.geopotential number by the normal gravity value computed on the
 GR0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0656.degrees latitude (g = 980.6199 gals.).
 GR0656
 GR0656.The modeled gravity was interpolated from observed gravity values.
 GR0656
 GR0656;                    North         East    Units  Estimated Accuracy
 GR0656;SPC NV E     - 8,192,400.      270,190.      MT  (+/- 180 meters Scaled)
 GR0656
 GR0656                          SUPERSEDED SURVEY CONTROL
 GR0656
 GR0656  NGVD 29 (??/??/92)  631.373  (m)         2071.43   (f) ADJ UNCH    2 0
 GR0656
 GR0656.Superseded values are not recommended for survey control.
 GR0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0656.See file dsdata.txt to determine how the superseded data were derived.
 GR0656
 GR0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA970396(NAD 83)
 GR0656_MARKER: DR = REFERENCE MARK DISK
 GR0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0656_STAMPING: FOIL NO 2 1957
 GR0656_MARK LOGO: CGS   
 GR0656_PROJECTION: PROJECTING 3 CENTIMETERS
 GR0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0656+STABILITY: SURFACE MOTION
 GR0656
 GR0656  HISTORY     - Date     Condition        Report By
 GR0656  HISTORY     - 1957     MONUMENTED       CGS
 GR0656  HISTORY     - 1983     GOOD             NGS
 GR0656
 GR0656                          STATION DESCRIPTION
 GR0656
 GR0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0656'17.1 MI SW FROM MOAPA.
 GR0656'17.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0656'AT MOAPA, THENCE 0.15 MILE SOUTHEAST ACROSS COUNTRY, IN T 17 S, R 64
 GR0656'E, SOUTHEAST CORNER OF SECTION 2, 353 FEET SOUTHEAST OF CENTER LINE OF
 GR0656'U.S. HIGHWAY 91, 19.2 FEET SOUTHWEST OF THE STATION MARK, 3.6 FEET
 GR0656'NORTHWEST OF FENCE LINE, SET IN TOP OF A CONCRETE POST AND PROJECTS 1
 GR0656'INCH ABOVE THE GROUND.
 GR0656
 GR0656                          STATION RECOVERY (1983)
 GR0656
 GR0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0656'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0656'28.05 KM (17.55 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST
 GR0656'END OF THE HIGHWAY BRIDGE OVER THE MUDDY RIVER IN GLENDALE, ON TOP OF
 GR0656'A LOW RIDGE, 0.2 KM (0.12 MI) NORTHEAST OF MILEPOST 73, 73.0 METERS
 GR0656'(239.5 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE, 14.4
 GR0656'METERS (47.5 FT) EAST OF THE NORTHEAST END OF A PIPE BRACE IN THE
 GR0656'RIGHT OF WAY FENCE, 11.9 METERS (39.5 FT) SOUTHEAST OF THE RIGHT OF
 GR0656'WAY FENCE, 5.8 METERS (19.0 FT) SOUTHWEST OF THE STATION, 8.0 METERS
 GR0656'(26.5 FT) WEST OF RM 1, 4.8 METERS (16 FT) NORTHWEST OF THE CENTER OF
 GR0656'A DIRT ROAD.
 GR0656'THE MARK IS 5.8 METERS  SW FROM A WITNESS POST.
 GR0656'THE MARK IS 0.2 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1820 ***********************************************************************
 GR1820  DESIGNATION -  FOLLY
 GR1820  PID         -  GR1820
 GR1820  STATE/COUNTY-  NV/CLARK
 GR1820  USGS QUAD   -  OVERTON NE (1983)
 GR1820
 GR1820                         *CURRENT SURVEY CONTROL
 GR1820  ___________________________________________________________________
 GR1820* NAD 83(1994)-  36 44 41.29834(N)    114 15 45.58342(W)     ADJUSTED  
 GR1820* NAVD 88     -       624.6    (meters)    2049.     (feet)  VERTCON   
 GR1820  ___________________________________________________________________
 GR1820  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 GR1820  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 GR1820
 GR1820  HORZ ORDER  -  SECOND
 GR1820
 GR1820.The horizontal coordinates were established by classical geodetic methods
 GR1820.and adjusted by the National Geodetic Survey in June 1998..
 GR1820
 GR1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1820
 GR1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1820
 GR1820.The geoid height was determined by GEOID03.
 GR1820
 GR1820;                    North         East     Units Scale Factor Converg.
 GR1820;SPC NV E     - 8,222,123.444   317,938.053   MT  1.00007131   +0 47 24.7
 GR1820;SPC NV E     -26,975,416.67  1,043,101.76   sFT  1.00007131   +0 47 24.7
 GR1820;UTM  11      - 4,070,057.548   744,395.754   MT  1.00033592   +1 38 18.3
 GR1820
 GR1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1820!SPC NV E     -   0.99990617  x   1.00007131  =   0.99997747
 GR1820!UTM  11      -   0.99990617  x   1.00033592  =   1.00024206
 GR1820
 GR1820|---------------------------------------------------------------------|
 GR1820| PID    Reference Object                     Distance      Geod. Az  |
 GR1820|                                                           dddmmss.s |
 GR1820| CC4794 FOLLY RM 1                            5.040 METERS 22045     |
 GR1820| CC4795 FOLLY RM 2                            8.347 METERS 29749     |
 GR1820| GR1830 LOS ANGELES SALT LK AWY BCN 32      APPROX.12.8 KM 3445658.9 |
 GR1820|---------------------------------------------------------------------|
 GR1820
 GR1820                          SUPERSEDED SURVEY CONTROL
 GR1820
 GR1820  NAD 83(1994)-  36 44 41.29817(N)    114 15 45.58223(W) AD(       ) 2
 GR1820  NAD 83(1992)-  36 44 41.29733(N)    114 15 45.58267(W) AD(       ) 2
 GR1820  NAD 83(1986)-  36 44 41.29301(N)    114 15 45.57946(W) AD(       ) 2
 GR1820  NAD 27      -  36 44 41.38950(N)    114 15 42.67980(W) AD(       ) 2
 GR1820  NGVD 29 (07/19/86)  623.9    (m)         2047.     (f) VERT ANG       
 GR1820
 GR1820.Superseded values are not recommended for survey control.
 GR1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1820.See file dsdata.txt to determine how the superseded data were derived.
 GR1820
 GR1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA4439670058(NAD 83)
 GR1820_MARKER: DS = TRIANGULATION STATION DISK
 GR1820_SETTING: 80 = SET IN A BOULDER
 GR1820_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GR1820
 GR1820  HISTORY     - Date     Condition        Report By
 GR1820  HISTORY     - 1957     MONUMENTED       CGS
 GR1820  HISTORY     - 1970     GOOD             USAF
 GR1820
 GR1820                          STATION DESCRIPTION
 GR1820
 GR1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1820'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHWEST OF MESQUITE,
 GR1820'2 MILES WEST OF RIVERSIDE, 2 MILES NORTH OF THE VIRGIN RIVER
 GR1820'AND 1 MILE SOUTH OF U.S. HIGHWAY 91.  ON THE SOUTHERN MOST TIP
 GR1820'OF THE MORMON MESA FLATS AND OVERLOOKING THE VIRGIN RIVER AND
 GR1820'VALLEY TO THE SOUTH.
 GR1820'
 GR1820'TO REACH FROM THE POST OFFICE IN MESQUITE, GO WESTERLY ON
 GR1820'U.S. HIGHWAY 91 FOR 12.5 MILES TO THE TOP AND EASTERN EDGE
 GR1820'OF MORMON MESA AND A SIGN CAUTION DRIFTING SAND ON THE LEFT, TURN
 GR1820'LEFT (SOUTH) FOR ABOUT 50 FEET THENCE LEFT AGAIN ON TO A TRACK
 GR1820'ROAD HEADING EAST FOR 0.2 MILE TO A FORK, TAKE RIGHT FORK FOR
 GR1820'0.35 MILE TO A T ROAD, TURN RIGHT SOUTH SOUTHWEST FOR 0.75 MILE
 GR1820'TO A POWER LINE CROSSING, CONTINUE ON MAIN TRAVELED ROAD FOR
 GR1820'0.65 MILE TO ABANDONED HIGHWAY 91, CONTINUE ON ACROSS HIGHWAY
 GR1820'FOLLOWING EDGE OF MESA SOUTHERLY FOR 0.7 MILE TO EDGE OF MESA
 GR1820'AND STATION ON THE SOUTHERN MOST TIP OF MESA.
 GR1820'
 GR1820'THE STATION IS ABOUT 25 FEET NORTH OF THE EDGE OF MESA AND 7
 GR1820'FEET SOUTHWEST OF A 4 X 4 WITNESS POST.  IT IS A STANDARD DISK
 GR1820'SET IN A DRILL HOLE IN ROCK AND IT IS STAMPED FOLLY 1956 AND
 GR1820'IT IS FLUSH WITH THE GROUND SURFACE.
 GR1820'
 GR1820'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE
 GR1820'IN ROCK.  IT IS STAMPED FOLLY NO 1 1956 AND IT IS FLUSH WITH
 GR1820'THE GROUND SURFACE.
 GR1820'
 GR1820'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 GR1820'IN ROCK.  IT IS STAMPED FOLLY NO 2 1956 AND PROJECTS ABOUT 3
 GR1820'INCHES ABOVE THE GROUND.
 GR1820
 GR1820                          STATION RECOVERY (1970)
 GR1820
 GR1820'RECOVERY NOTE BY US AIR FORCE 1970 (TGO)
 GR1820'THE MARK, STAMPED FOLLY 1956, WAS RECOVERED ALONG WITH 2 REFERENCE
 GR1820'MARKS IN SECT 3, R69E, T14S, ON THE EAST RIM OF MORMON MESA.
 GR1820'ALL MARKS ARE IN GOOD CONDITION.  DISTANCES AND DIRECTIONS TO
 GR1820'THE R.M.S WAS NOT CHECKED BY THIS TEAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1677 ***********************************************************************
 KR1677  DESIGNATION -  FOLSOM
 KR1677  PID         -  KR1677
 KR1677  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1677  USGS QUAD   -  CARSON CITY (1994)
 KR1677
 KR1677                         *CURRENT SURVEY CONTROL
 KR1677  ___________________________________________________________________
 KR1677* NAD 83(1994)-  39 10 17.26032(N)    119 47 57.24860(W)     ADJUSTED  
 KR1677* NAVD 88     -                                                        
 KR1677  ___________________________________________________________________
 KR1677  LAPLACE CORR-          -9.83  (seconds)                    DEFLEC99
 KR1677  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 KR1677
 KR1677  HORZ ORDER  -  THIRD
 KR1677
 KR1677.The horizontal coordinates were established by classical geodetic methods
 KR1677.and adjusted by the National Geodetic Survey in June 1998..
 KR1677
 KR1677
 KR1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1677
 KR1677.The geoid height was determined by GEOID03.
 KR1677
 KR1677;                    North         East     Units Scale Factor Converg.
 KR1677;SPC NV W     - 4,491,335.946   694,934.330   MT  1.00003588   -0 46 05.1
 KR1677;SPC NV W     -14,735,324.68  2,279,963.71   sFT  1.00003588   -0 46 05.1
 KR1677;UTM  11      - 4,339,537.031   258,175.728   MT  1.00032011   -1 46 08.3
 KR1677
 KR1677                          SUPERSEDED SURVEY CONTROL
 KR1677
 KR1677  NAD 83(1992)-  39 10 17.26208(N)    119 47 57.23877(W) AD(       ) 4
 KR1677  NAD 83(1986)-  39 10 17.24933(N)    119 47 57.22108(W) AD(       ) 4
 KR1677  NAD 27      -  39 10 17.57000(N)    119 47 53.57000(W) AD(       ) 3
 KR1677
 KR1677.Superseded values are not recommended for survey control.
 KR1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1677.See file dsdata.txt to determine how the superseded data were derived.
 KR1677
 KR1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5817639537(NAD 83)
 KR1677_MARKER: Z = SEE DESCRIPTION
 KR1677_SETTING: 0 = UNSPECIFIED SETTING
 KR1677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1677
 KR1677  HISTORY     - Date     Condition        Report By
 KR1677  HISTORY     - 1951     MONUMENTED       CGS
 KR1677
 KR1677                          STATION DESCRIPTION
 KR1677
 KR1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1677'STATION IS LOCATED IN A SAGEBRUSH AREA ON A GENTLE SLOPE ABOUT
 KR1677'1/4 MILE EAST OF THE BASE OF THE MOUNTAINS WEST OF THE NORTH
 KR1677'PORTION OF CARSON CITY, NEV.
 KR1677'
 KR1677'TO REACH FROM CARSON CITY GO WESTERLY FROM THE INTERSECTION OF
 KR1677'MOUNTAIN AND WASHINGTON STREETS 0.5 MILE, THENCE NORTHERLY 0.35
 KR1677'MILE, THENCE WESTERLY 0.85 MILE TO FORK, TAKE LEFT FORK FOR
 KR1677'0.1 MILE TO POWER POLE LINE.  STATION SITE IS APPROXIMATELY 300
 KR1677'FEET FROM ROADWAY IN A SOUTHEASTERLY DIRECTION, AND ABOUT 13
 KR1677'FEET WEST OF THE CORNER OF AN OLD FENCE.
 KR1677'
 KR1677'STATION IS MARKED BY A NAIL IN A 2 X 2 INCH HUB PLACED ON A
 KR1677'DIRECT LINE BETWEEN THE SECTION CORNERS COMMON TO SECS. 12 AND
 KR1677'13, T-15 N, R-19 E, M.D.B. AND M., AND NEAR THE 1/4 SECTION
 KR1677'CORNER COMMON TO THOSE SECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1254 ***********************************************************************
 JR1254  DESIGNATION -  FOLSOM PEAK
 JR1254  PID         -  JR1254
 JR1254  STATE/COUNTY-  NV/DOUGLAS
 JR1254  USGS QUAD   -  SOUTH LAKE TAHOE (1992)
 JR1254
 JR1254                         *CURRENT SURVEY CONTROL
 JR1254  ___________________________________________________________________
 JR1254* NAD 83(1998)-  38 59 08.18545(N)    119 57 00.62710(W)     ADJUSTED  
 JR1254* NAVD 88     -      2048.4    (meters)    6720.     (feet)  GPS OBS   
 JR1254  ___________________________________________________________________
 JR1254  EPOCH DATE  -        2004.69
 JR1254  X           -  -2,479,212.262 (meters)                     COMP
 JR1254  Y           -  -4,302,758.545 (meters)                     COMP
 JR1254  Z           -   3,992,348.670 (meters)                     COMP
 JR1254  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 JR1254  ELLIP HEIGHT-        2024.28  (meters)          (09/13/05) GPS OBS
 JR1254  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 JR1254
 JR1254  HORZ ORDER  -  A
 JR1254  ELLP ORDER  -  FOURTH    CLASS I
 JR1254
 JR1254.The horizontal coordinates were established by GPS observations
 JR1254.and adjusted by the National Geodetic Survey in September 2005..
 JR1254.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 JR1254.DATUM ITEM on the data sheet items page.
 JR1254.The horizontal coordinates are valid at the epoch date displayed above.
 JR1254.The epoch date for horizontal control is a decimal equivalence
 JR1254.of Year/Month/Day.
 JR1254
 JR1254.The orthometric height was determined by GPS observations and a
 JR1254.high-resolution geoid model.
 JR1254
 JR1254.Photographs are available for this station.
 JR1254
 JR1254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JR1254
 JR1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1254
 JR1254.The ellipsoidal height was determined by GPS observations
 JR1254.and is referenced to NAD 83.
 JR1254
 JR1254.The geoid height was determined by GEOID03.
 JR1254
 JR1254;                    North         East     Units Scale Factor Converg.
 JR1254;SPC NV W     - 4,470,889.544   681,580.982   MT  1.00007262   -0 51 36.0
 JR1254;SPC NV W     -14,668,243.45  2,236,153.61   sFT  1.00007262   -0 51 36.0
 JR1254;SPC CA 2     -   648,412.086 2,177,575.059   MT  0.99991616   +1 17 32.5
 JR1254;SPC CA 2     - 2,127,331.99  7,144,260.84   sFT  0.99991616   +1 17 32.5
 JR1254;SPC CA 3     -   776,023.629 2,047,646.509   MT  1.00016169   +0 20 11.8
 JR1254;SPC CA 3     - 2,546,004.19  6,717,986.92   sFT  1.00016169   +0 20 11.8
 JR1254;UTM  11      - 4,319,320.320   244,463.724   MT  1.00040414   -1 51 25.3
 JR1254;UTM  10      - 4,319,604.969   764,169.520   MT  1.00045940   +1 55 11.4
 JR1254
 JR1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1254!SPC NV W     -   0.99968250  x   1.00007262  =   0.99975510
 JR1254!SPC CA 2     -   0.99968250  x   0.99991616  =   0.99959868
 JR1254!SPC CA 3     -   0.99968250  x   1.00016169  =   0.99984414
 JR1254!UTM  11      -   0.99968250  x   1.00040414  =   1.00008651
 JR1254!UTM  10      -   0.99968250  x   1.00045940  =   1.00014175
 JR1254
 JR1254|---------------------------------------------------------------------|
 JR1254| PID    Reference Object                     Distance      Geod. Az  |
 JR1254|                                                           dddmmss.s |
 JR1254| DA9936 FOLSOM PEAK RM 1                     11.254 METERS 08338     |
 JR1254| DA9937 FOLSOM PEAK RM 2                     13.738 METERS 15051     |
 JR1254| JR1273 T13N R18E SEC 22 AP 4               APPROX. 1.0 KM 1881625.5 |
 JR1254|---------------------------------------------------------------------|
 JR1254
 JR1254                          SUPERSEDED SURVEY CONTROL
 JR1254
 JR1254  NAD 83(1999)-  38 59 08.18411(N)    119 57 00.62540(W) AD(1999.37) A
 JR1254  ELLIP H (05/16/00) 2024.25   (m)                       GP(1999.37) 4 1
 JR1254  NAD 83(1994)-  38 59 08.18328(N)    119 57 00.62326(W) AD(       ) 1
 JR1254  NAD 83(1992)-  38 59 08.18279(N)    119 57 00.62253(W) AD(       ) 1
 JR1254  NAD 83(1986)-  38 59 08.16355(N)    119 57 00.58946(W) AD(       ) 1
 JR1254  NAD 27      -  38 59 08.49100(N)    119 56 56.94500(W) AD(       ) 1
 JR1254  NGVD 29 (07/19/86) 2047.3    (m)         6717.     (f) VERT ANG       
 JR1254
 JR1254.Superseded values are not recommended for survey control.
 JR1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1254.See file dsdata.txt to determine how the superseded data were derived.
 JR1254
 JR1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4446419320(NAD 83)
 JR1254_MARKER: I = METAL ROD
 JR1254_SETTING: 66 = SET IN ROCK OUTCROP
 JR1254_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JR1254_STAMPING: NONE
 JR1254_MARK LOGO: NONE  
 JR1254_MAGNETIC: N = NO MAGNETIC MATERIAL
 JR1254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR1254+STABILITY: POSITION/ELEVATION WELL
 JR1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JR1254+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 JR1254
 JR1254  HISTORY     - Date     Condition        Report By
 JR1254  HISTORY     - 1893     MONUMENTED       CGS
 JR1254  HISTORY     - 1897     SEE DESCRIPTION  CGS
 JR1254  HISTORY     - 1922     SEE DESCRIPTION  CGS
 JR1254  HISTORY     - 1954     GOOD             USGS
 JR1254  HISTORY     - 1969     GOOD             USGS
 JR1254  HISTORY     - 1972     SEE DESCRIPTION  NGS
 JR1254  HISTORY     - 1981     GOOD             NGS
 JR1254  HISTORY     - 19991015 GOOD             NGS
 JR1254  HISTORY     - 20030827 GOOD             CADT
 JR1254  HISTORY     - 20041005 GOOD             CADT
 JR1254
 JR1254                          STATION DESCRIPTION
 JR1254
 JR1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1897
 JR1254'ON THE WEST SIDE OF THE SUMMIT OF FOLSOMS KNOB OR LITTLE
 JR1254'ROUND TOP, A SYMMETRICAL HILL ABOUT 500 FEET HIGH, ABOUT
 JR1254'THREE-FOURTHS MILE NORTHWEST OF HOBART POST OFFICE AND A SHORT
 JR1254'DISTANCE NORTH OF HOBARTS WHARF ON LAKE TAHOE.  THE STATION IS
 JR1254'MARKED BY A FIVE-EIGHTHS INCH COPPER BOLT INSERTED 3 INCHES
 JR1254'IN A DRILL HOLE IN A ROCK.
 JR1254
 JR1254                          STATION RECOVERY (1922)
 JR1254
 JR1254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (FLP)
 JR1254'RECOVERED AS DESCRIBED.  REOCCUPIED FOR SECONDARY TRIANGULATION
 JR1254'OF LAKE TAHOE, JULY, 1922.
 JR1254
 JR1254                          STATION RECOVERY (1954)
 JR1254
 JR1254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JR1254'RECOVERED AS DESCRIBED.  STATION MARK IN GOOD CONDITION (BOLT).
 JR1254
 JR1254                          STATION RECOVERY (1969)
 JR1254
 JR1254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JR1254'RECOVERED AS DESCRIBED.
 JR1254'
 JR1254'REVISED TO REACH FOLLOWS--TO REACH FROM INTERSECTION OF U.S.
 JR1254'HWY. 50 AND CA-NV STATE LINE GO 2.7 MI E. ON HWY. 50 TO GATE
 JR1254'LEFT, (PERMISSION TO ENTER OBTAINED FROM STEPHEN BOURNE).  PASS
 JR1254'THROUGH GATE 0.3 MI TO T-RD.  TURN LEFT 0.3 MI TO RD. LEFT.  TURN
 JR1254'LEFT UPHILL 0.1 MI TO FOOT TRAIL RIGHT AND END OF TRUCK TRAVEL.
 JR1254'PACK UPHILL TO TOP AND STATION.  A 15-MINUTE PACK.
 JR1254
 JR1254                          STATION RECOVERY (1972)
 JR1254
 JR1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RMB)
 JR1254'NOTE--STATION WAS NOT OCCUPIED AT THIS TIME.  USED TO SHOW LIGHT
 JR1254'FROM ONLY.
 JR1254'
 JR1254'THE STATION IS LOCATED ON THE WEST SIDE OF THE SUMMIT OF A
 JR1254'PREDOMINENT, ROUND PEAK NEAR THE EAST SHORE OF LAKE TAHOE.
 JR1254'IT IS ABOUT 1.9 MILES NORTH-NORTHWEST OF THE INTERSECTION OF U.S.
 JR1254'HIGHWAY 50 AND THE CALIFORNIA-NEVADA STATE LINE.  IT LIES IN THE
 JR1254'SOUTHWEST QUARTER OF SECTION 15, T113N, R18E, MOUNT DIABLO
 JR1254'MERIDIAN.
 JR1254'
 JR1254'TO REACH THE STATION FROM THE CALIFORNIA-NEVADA STATE LINE
 JR1254'AND U.S. HIGHWAY 50 IN STATELINE, CALIFORNIA, GO 1.8 MILES
 JR1254'NORTHEASTERLY ON U.S. HIGHWAY 50 TO ELKS POINT ROAD.  CONTINUE
 JR1254'0.5 MILE NORTHEASTERLY ON U.S. HIGHWAY 50 AND TURN LEFT AT A
 JR1254'WHITE PAINTED ROCK AND ROUND HILL PINES RESORT ENTRANCE GATE.
 JR1254'GO 100 FEET WEST AND TURN LEFT INTO AN EARTH DRIVEWAY.  GO 100
 JR1254'FEET TO A 6 FOOT WIDE EARTH TRAIL AND END OF TRUCK TRAVEL.
 JR1254'PACK ALONG A WELL DEFINED EARTH TRAIL TO THE TOP OF ROUND
 JR1254'MOUND AND THE STATION.
 JR1254'
 JR1254'THE STATION MARK IS A 5/8 INCH COPPER ROD THAT PROJECTS 3
 JR1254'INCHES AND IS DRIVEN INTO A DRILL HOLE IN A LARGE GRANITE
 JR1254'BOULDER.
 JR1254'
 JR1254'HEIGHT OF LIGHT ABOVE STATION MARK 0.17 FEET.
 JR1254'
 JR1254'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILES
 JR1254'NORTH-NORTHWEST OF STATELINE
 JR1254
 JR1254                          STATION RECOVERY (1981)
 JR1254
 JR1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (LBG)
 JR1254'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 JR1254'MARKS 1 AND 2 WERE ESTABLISHED AT THIS TIME AND STATION -- AP 4
 JR1254'USFS -- WILL SUFFICE AS AN AZIMUTH MARK.  NEW DESCRIPTIVE TEXT
 JR1254'FOLLOWS.
 JR1254'
 JR1254'THE STATION IS LOCATED 2.8 KM (1.75 MI) NORTH OF THE
 JR1254'CALIFORNIA-NEVADA STATE LINE AT SOUTH LAKE TAHOE ON WHAT IS
 JR1254'LOCALLY KNOWN AS ROUND MOUND.  DO NOT ENTER PROPERTY WITHOUT
 JR1254'PERMISSION.  FOR PERMISSION CONTACT MR. BOURNES LAWYER, MR.
 JR1254'ROBET ALLING, ZEPHYR COVE NV, PHONE (702) 588 6676.
 JR1254'OWNERSHIP--MR. STEVE BOURNES, ZEPHYR COVE, NV.
 JR1254'
 JR1254'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND THE
 JR1254'CALIFORNIA-NEVADA STATE LINE IN SOUTH LAKE TAHOE, GO NORTHEAST AND
 JR1254'NORTH ON US HIGHWAY 50 FOR 3.1 KM (1.9 MI) TO ELK POINT ROAD.
 JR1254'CONTINUE AHEAD ON US HIGHWAY 50 FOR 0.8 KM (0.5 MI) TO A STEEL
 JR1254'GATE AT THE ENTRANCE TO ROUND HILL PINES RESORT AND END OF TRUCK
 JR1254'TRAVEL.  PACK WESTERLY ALONG CLEARED TRAIL FOR 100 METERS (330 FT)
 JR1254'TO A FORK.  KEEP LEFT FORK, SOUTHWEST ALONG TRAIL TO A SWITCH BACK
 JR1254'IN THE TRAIL.  CONTINUE ALONG CLEARED TRAIL WHICH WINDS AROUND AND
 JR1254'UP HILL TO THE WEST EDGE OF SUMMIT AND THE STATION.
 JR1254'
 JR1254'THE STATION IS A BRASS ROD 2 CM IN DIAMETER WITH A PUNCH MARK IN
 JR1254'THE CENTER OF THE ROD.  IT IS
 JR1254'CEMENTED INTO A DRILL HOLE IN A 2 METER DIAMETER BOULDER ABOUT 1.5
 JR1254'METERS ABOVE THE GROUND LEVEL.  IT IS SURROUNDED BY NUMEROUS OTHER
 JR1254'BOULDERS.    IT IS LOCATED
 JR1254'16.3 METERS (53.5 FT) WEST-NORTHWEST FROM THE POINT OF THE
 JR1254'HIGHEST BOULDER ON THE SUMMIT OF THE HILL.
 JR1254'
 JR1254'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 JR1254'STAMPED---FOLSOM PEAK 1893 NO 1 1981---,
 JR1254'SET INTO A ROCK LEDGE AND IS SURROUNDED BY MANZANITA BRUSH.
 JR1254'IT IS LOCATED
 JR1254'5.8 METERS (19 FT) WEST-NORTHWEST FROM THE HIGHEST POINTED
 JR1254'BOULDER ON THE SUMMIT OF THE HILL.
 JR1254'MARK IS BELOW STATION 0.7 METER.
 JR1254'
 JR1254'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 JR1254'STAMPED---FOLSOM PEAK 1893 NO 2 1981---,
 JR1254'SET INTO THE TOP OF A BOULDER OF 2 METERS
 JR1254'LARGEST DIMENSION.  IT IS LOCATED
 JR1254'5.5 METERS (18 FT) NORTHEAST FROM THE CENTER OF THE FOOT TRAIL
 JR1254'LEADING UP THE HILL.
 JR1254'MARK IS BELOW STATION 1.8 METERS.
 JR1254'
 JR1254'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 JR1254
 JR1254                          STATION RECOVERY (1999)
 JR1254
 JR1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 JR1254'RECOVERED AS DESCRIBED.
 JR1254
 JR1254                          STATION RECOVERY (2003)
 JR1254
 JR1254'RECOVERY NOTE BY CALTRANS 2003 (RLM)
 JR1254'THE STATION WAS RECOVERED IN GOOD CONDITION. A NEW TO REACH
 JR1254'DESCRIPTION FOLLOWS.
 JR1254' 
 JR1254'THE STATION IS LOCATED 2.8 KM NORTH OF THE CALIFORNIA-NEVADA STATE
 JR1254'LINE IN SOUTH LAKE  TAHOE ON WHAT IS KNOWN AS ROUND MOUND LOCATED IN
 JR1254'THE ROUND HILL PINES BEACH AND  MARINA OWNED BY THE U.S. FOREST
 JR1254'SERVICE. TO REACH THE STATION FROM THE INTERSECTION OF  U.S. HIGHWAY
 JR1254'50 AND THE CALIFORNIA-NEVADA STATE LINE IN SOUTH LAKE TAHOE, PROCEED
 JR1254'NORTHEAST ON U.S. HIGHWAY 50 FOR 3.1 KM TO ELK POINT ROAD. CONTINUE
 JR1254'AHEAD ON U.S.  HIGHWAY 50 FOR 0.8 KM TO A STEEL GATE AT THE ENTRANCE
 JR1254'OF THE ROUND HILL PINES BEACH AND  MARINA ON THE LEFT. TURN LEFT
 JR1254'THROUGH THE GATE FOR 30 M TO A BOARDED UP CABIN AND DIRT  DRIVEWAY ON
 JR1254'THE LEFT. TURN LEFT INTO DRIVEWAY FOR 40 M TO THE END OF TRUCK TRAVEL
 JR1254'AND  CLEARED DIRT TRAIL ON THE RIGHT. PACK SOUTH ON TRAIL FOR 0.1 KM
 JR1254'TO A FORK. KEEP LEFT AT  FORK, CONTINUE SOUTHERLY FOR 0.9 KM WINDING
 JR1254'AROUND AND UPHILL TO THE WEST EDGE OF THE  SUMMIT AND THE STATION. THE
 JR1254'STATION IS A BRASS ROD 2 CM IN DIAMETER, WITH A PUNCH MARK IN  THE
 JR1254'CENTER OF THE ROD, DRIVEN INTO A DRILL HOLE IN A 2 M DIAMETER GRANITE
 JR1254'BOULDER  PROJECTING 1.5 M ABOVE GROUND LEVEL. THE ROD PROJECTS 5 CM
 JR1254'ABOVE THE TOP OF THE  BOULDER. THE MONUMENT IS SURROUNDED BY NUMEROUS
 JR1254'OTHER GRANITE BOULDERS AND IS  LOCATED 16.3 M WEST-NORTHWEST FROM THE
 JR1254'POINT OF THE HIGHEST BOULDER ON THE SUMMIT OF  THE HILL. THIS STATION
 JR1254'WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF  SURVEYORS
 JR1254'GPS HEIGHT MODERNIZATION PROJECT.
 JR1254
 JR1254                          STATION RECOVERY (2004)
 JR1254
 JR1254'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 JR1254'THE STATION WAS RECOVERED IN GOOD CONDITION. A NEW TO REACH
 JR1254'DESCRIPTION FOLLOWS.
 JR1254' 
 JR1254'THE STATION IS LOCATED 2.8 KM NORTH OF THE CALIFORNIA-NEVADA STATE
 JR1254'LINE IN SOUTH LAKE  TAHOE ON WHAT IS KNOWN AS ROUND MOUND LOCATED IN
 JR1254'THE ROUND HILL PINES BEACH AND  MARINA OWNED BY THE U.S. FOREST
 JR1254'SERVICE. TO REACH THE STATION FROM THE INTERSECTION OF  U.S. HIGHWAY
 JR1254'50 AND THE CALIFORNIA-NEVADA STATE LINE IN SOUTH LAKE TAHOE, PROCEED
 JR1254'NORTHEAST ON U.S. HIGHWAY 50 FOR 3.1 KM TO ELK POINT ROAD. CONTINUE
 JR1254'AHEAD ON U.S.  HIGHWAY 50 FOR 0.8 KM TO A STEEL GATE AT THE ENTRANCE
 JR1254'OF THE ROUND HILL PINES BEACH AND  MARINA ON THE LEFT. TURN LEFT
 JR1254'THROUGH THE GATE FOR 30 M TO A BOARDED UP CABIN AND DIRT  DRIVEWAY ON
 JR1254'THE LEFT. TURN LEFT INTO DRIVEWAY FOR 40 M TO THE END OF TRUCK TRAVEL
 JR1254'AND  CLEARED DIRT TRAIL ON THE RIGHT. PACK SOUTH ON TRAIL FOR 0.1 KM
 JR1254'TO A FORK. KEEP LEFT AT  FORK, CONTINUE SOUTHERLY FOR 0.9 KM WINDING
 JR1254'AROUND AND UPHILL TO THE WEST EDGE OF THE  SUMMIT AND THE STATION. THE
 JR1254'STATION IS A BRASS ROD 2 CM IN DIAMETER, WITH A PUNCH MARK IN  THE
 JR1254'CENTER OF THE ROD, DRIVEN INTO A DRILL HOLE IN A 2 M DIAMETER GRANITE
 JR1254'BOULDER  PROJECTING 1.5 M ABOVE GROUND LEVEL. THE ROD PROJECTS 5 CM
 JR1254'ABOVE THE TOP OF THE  BOULDER. THE MONUMENT IS SURROUNDED BY NUMEROUS
 JR1254'OTHER GRANITE BOULDERS AND IS  LOCATED 16.3 M WEST-NORTHWEST FROM THE
 JR1254'POINT OF THE HIGHEST BOULDER ON THE SUMMIT OF  THE HILL. THIS STATION
 JR1254'WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF  SURVEYORS
 JR1254'GPS HEIGHT MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0543 ***********************************************************************
 LS0543  DESIGNATION -  FOOT
 LS0543  PID         -  LS0543
 LS0543  STATE/COUNTY-  NV/HUMBOLDT
 LS0543  USGS QUAD   -  PRONTO (1982)
 LS0543
 LS0543                         *CURRENT SURVEY CONTROL
 LS0543  ___________________________________________________________________
 LS0543* NAD 83(1994)-  40 56 56.59415(N)    118 06 19.29149(W)     ADJUSTED  
 LS0543* NAVD 88     -      1326.5    (meters)    4352.     (feet)  VERTCON   
 LS0543  ___________________________________________________________________
 LS0543  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 LS0543  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 LS0543
 LS0543  HORZ ORDER  -  SECOND
 LS0543
 LS0543.The horizontal coordinates were established by classical geodetic methods
 LS0543.and adjusted by the National Geodetic Survey in June 1998..
 LS0543
 LS0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0543
 LS0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0543
 LS0543.The geoid height was determined by GEOID03.
 LS0543
 LS0543;                    North         East     Units Scale Factor Converg.
 LS0543;SPC NV W     - 4,688,098.430   840,241.471   MT  0.99991992   +0 18 47.7
 LS0543;SPC NV W     -15,380,869.60  2,756,692.23   sFT  0.99991992   +0 18 47.7
 LS0543;UTM  11      - 4,533,689.787   406,965.268   MT  0.99970653   -0 43 28.2
 LS0543
 LS0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0543!SPC NV W     -   0.99979524  x   0.99991992  =   0.99971518
 LS0543!UTM  11      -   0.99979524  x   0.99970653  =   0.99950183
 LS0543
 LS0543:                Primary Azimuth Mark                     Grid Az
 LS0543:SPC NV W     -  BLUE AZ MK                               088 25 40.2
 LS0543:UTM  11      -  BLUE AZ MK                               089 27 56.1
 LS0543
 LS0543|---------------------------------------------------------------------|
 LS0543| PID    Reference Object                     Distance      Geod. Az  |
 LS0543|                                                           dddmmss.s |
 LS0543| LS0544 BLUE AZ MK                          492.147 METERS 0884427.9 |
 LS0543| DB7295 FOOT RM 1                            10.010 METERS 09930     |
 LS0543| DB7296 FOOT RM 2                            10.630 METERS 19511     |
 LS0543|---------------------------------------------------------------------|
 LS0543
 LS0543                          SUPERSEDED SURVEY CONTROL
 LS0543
 LS0543  NAD 83(1986)-  40 56 56.60092(N)    118 06 19.28364(W) AD(       ) 2
 LS0543  NAD 27      -  40 56 56.94940(N)    118 06 15.76500(W) AD(       ) 2
 LS0543  NGVD 29 (07/19/86) 1325.5    (m)         4349.     (f) VERT ANG       
 LS0543
 LS0543.Superseded values are not recommended for survey control.
 LS0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0543.See file dsdata.txt to determine how the superseded data were derived.
 LS0543
 LS0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF0696533690(NAD 83)
 LS0543_MARKER: DS = TRIANGULATION STATION DISK
 LS0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0543
 LS0543  HISTORY     - Date     Condition        Report By
 LS0543  HISTORY     - 1958     MONUMENTED       CGS
 LS0543
 LS0543                          STATION DESCRIPTION
 LS0543
 LS0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0543'THE STATION IS LOCATED AIRLINE ABOUT 19-1/2 MILES WEST OF
 LS0543'WINNEMUCCA, 15 MILES EAST OF JUNGO, 2-1/2 MILES WEST-NORTHWEST
 LS0543'OF THE RAILROAD STATION AT PRONTO AND ON THE SOUTH SIDE OF
 LS0543'STATE HIGHWAY 49.
 LS0543'
 LS0543'TO REACH THE STATION FROM THE POST OFFICE IN WINNEMUCCA GO
 LS0543'NORTH ON MELARKEY STREET FOR 0.05 MILE TO AN INTERSECTION.
 LS0543'CONTINUE NORTH ON U.S. HIGHWAY 95 FOR 0.5 MILE, CROSSING RAILROAD
 LS0543'TRACKS AND HUMBOLDT RIVER, TO STATE HIGHWAY 49 ON THE LEFT.
 LS0543'TURN LEFT ON THIS HIGHWAY AND GO WESTERLY FOR 16.95 MILES
 LS0543'TO A CROSSROAD AND SIGN ATLAS MINE.  CONTINUE WEST ON STATE
 LS0543'HIGHWAY 49 FOR 2.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 LS0543'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A DIM TRACK ROAD ON
 LS0543'THE LEFT.  TURN LEFT ON A DIM TRACK ROAD AND GO FOR 0.1 MILE
 LS0543'TO A FORK.  TURN RIGHT AND GO WEST ABOUT 50 YARDS TO THE
 LS0543'STATION ON THE RIGHT.
 LS0543'
 LS0543'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED FOOT 1958
 LS0543'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 LS0543'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  MARK IS 12 FEET
 LS0543'EAST-SOUTHEAST OF A WHITE WITNESS POST.
 LS0543'
 LS0543'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 LS0543'FOOT NO 1 1958 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 LS0543'MONUMENT THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
 LS0543'
 LS0543'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 LS0543'FOOT NO 2 1958 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 LS0543'MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 LS0543'
 LS0543'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED BLUE 1940
 LS0543'SET IN CEMENT IN A DRILL HOLE IN A 3 X 3 FOOT BOULDER THAT
 LS0543'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 26 FEET
 LS0543'NORTH THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 49.
 LS0543'
 LS0543'NOTE--THIS AZIMUTH MARK IS ALSO THE AZIMUTH FOR STATION
 LS0543'BLUE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0008 ***********************************************************************
 HQ0008  DESIGNATION -  FORK
 HQ0008  PID         -  HQ0008
 HQ0008  STATE/COUNTY-  NV/NYE
 HQ0008  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0008
 HQ0008                         *CURRENT SURVEY CONTROL
 HQ0008  ___________________________________________________________________
 HQ0008* NAD 83(1994)-  37 50 53.40993(N)    116 44 47.36221(W)     ADJUSTED  
 HQ0008* NAVD 88     -      1626.796  (meters)    5337.25   (feet)  ADJUSTED  
 HQ0008  ___________________________________________________________________
 HQ0008  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 HQ0008  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0008  DYNAMIC HT  -        1624.982 (meters)    5331.30  (feet)  COMP
 HQ0008  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 HQ0008
 HQ0008  HORZ ORDER  -  FIRST
 HQ0008  VERT ORDER  -  FIRST     CLASS II
 HQ0008
 HQ0008.The horizontal coordinates were established by classical geodetic methods
 HQ0008.and adjusted by the National Geodetic Survey in June 1998..
 HQ0008
 HQ0008.The orthometric height was determined by differential leveling
 HQ0008.and adjusted by the National Geodetic Survey in June 1991..
 HQ0008
 HQ0008.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0008
 HQ0008.The geoid height was determined by GEOID03.
 HQ0008
 HQ0008.The dynamic height is computed by dividing the NAVD 88
 HQ0008.geopotential number by the normal gravity value computed on the
 HQ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0008.degrees latitude (g = 980.6199 gals.).
 HQ0008
 HQ0008.The modeled gravity was interpolated from observed gravity values.
 HQ0008
 HQ0008;                    North         East     Units Scale Factor Converg.
 HQ0008;SPC NV C     - 6,343,755.872   492,975.236   MT  0.99990061   -0 02 56.3
 HQ0008;SPC NV C     -20,812,805.72  1,617,369.59   sFT  0.99990061   -0 02 56.3
 HQ0008;UTM  11      - 4,188,999.595   522,303.373   MT  0.99960613   +0 09 20.0
 HQ0008
 HQ0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0008!SPC NV C     -   0.99974875  x   0.99990061  =   0.99964939
 HQ0008!UTM  11      -   0.99974875  x   0.99960613  =   0.99935498
 HQ0008
 HQ0008|---------------------------------------------------------------------|
 HQ0008| PID    Reference Object                     Distance      Geod. Az  |
 HQ0008|                                                           dddmmss.s |
 HQ0008| HQ0010 FORK RM 1                            25.700 METERS 09502     |
 HQ0008| HQ0011 FORK RM 2                            17.668 METERS 20915     |
 HQ0008| DD5876 FORK RM 3 AZIMUTH                                  2964236.5 |
 HQ0008|---------------------------------------------------------------------|
 HQ0008
 HQ0008                          SUPERSEDED SURVEY CONTROL
 HQ0008
 HQ0008  NAD 83(1986)-  37 50 53.40665(N)    116 44 47.37036(W) AD(       ) 1
 HQ0008  NAD 27      -  37 50 53.63362(N)    116 44 44.14090(W) AD(       ) 1
 HQ0008  NGVD 29 (07/19/86) 1625.70   (m)         5333.7    (f) LEVELING    3  
 HQ0008
 HQ0008.Superseded values are not recommended for survey control.
 HQ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0008.See file dsdata.txt to determine how the superseded data were derived.
 HQ0008
 HQ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2230389000(NAD 83)
 HQ0008_MARKER: DS = TRIANGULATION STATION DISK
 HQ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0008_STAMPING: FORK 1933
 HQ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0008+STABILITY: SURFACE MOTION
 HQ0008
 HQ0008  HISTORY     - Date     Condition        Report By
 HQ0008  HISTORY     - 1933     MONUMENTED       CGS
 HQ0008  HISTORY     - 1952     GOOD             CGS
 HQ0008  HISTORY     - 1952     GOOD             AMS
 HQ0008  HISTORY     - 1952     GOOD             NGS
 HQ0008  HISTORY     - 1968     GOOD             CGS
 HQ0008  HISTORY     - 1968     GOOD             NGS
 HQ0008
 HQ0008                          STATION DESCRIPTION
 HQ0008
 HQ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 HQ0008'STATION IS LOCATED IN THE FORK OF THE PIOCHE AND WELL NO. 1
 HQ0008'ROADS AND IS 9.4 METERS E OF THE PIOCHE ROAD AND 12.8 METERS
 HQ0008'W OF THE WELL NO. 1 ROAD.
 HQ0008'
 HQ0008'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 HQ0008'SET IN CONCRETE.  UNDERGROUND
 HQ0008'MARK IS A BLOCK OF CONCRETE BELOW THE GROUND CONTAINING AN IRON
 HQ0008'NAIL.
 HQ0008'
 HQ0008'THE AZIMUTH MARK IS JUST SW OF THE ROAD 0.2 MILE NW OF THE STATION.
 HQ0008'
 HQ0008'TO REACH FROM TONOPAH AS FOLLOWS--GO E ON THE ELY HIGHWAY 3.5
 HQ0008'MILES, TURN RIGHT ON THE PIOCHE ROAD AND GO 2.5 MILES, TAKE
 HQ0008'RIGHT FORK AND CONTINUE ON THE MAIN-TRAVELED ROAD FOR 26.7 MILES
 HQ0008'TO THE FORK MENTIONED ABOVE AND STATION.  THE STATION IS REACHED
 HQ0008'ABOUT 50 METERS BEFORE REACHING THE N SIDE OF A LARGE DRY LAKE
 HQ0008'BED.
 HQ0008
 HQ0008                          STATION RECOVERY (1952)
 HQ0008
 HQ0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EWR)
 HQ0008'STATION IS LOCATED 12.0 MILES E ALONG U.S. HIGHWAY 6 FROM THE
 HQ0008'POST OFFICE AT TONOPAH, THENCE 21.1 MILES SE ALONG AN OILED
 HQ0008'ROAD, THENCE 1.7 MILES SE ALONG A DIRT ROAD.  AT THE W EDGE OF
 HQ0008'THE MOST N ONE OF A GROUP OF DRY LAKES IN CACTUS FLATS, 42 FEET
 HQ0008'SW OF THE CENTER LINE OF THE ROAD, AND 2.6 FEET E OF A WITNESS
 HQ0008'POST.  IT IS A STANDARD TRIANGULATION-STATION DISK, STAMPED FORK
 HQ0008'1935 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 HQ0008'FOOT ABOVE THE GROUND.
 HQ0008'
 HQ0008'REFERENCE MARK 1 IS 84.3 FEET E OF THE STATION, AND 27 FEET NE
 HQ0008'OF THE CENTER LINE OF THE ROAD.  IT IS A STANDARD REFERENCE-MARK
 HQ0008'DISK, STAMPED FORK NO 1 1933 AND SET IN THE TOP OF A CONCRETE
 HQ0008'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 HQ0008'
 HQ0008'REFERENCE MARK 2 IS 58.0 FEET S OF THE STATION, AND 25 FEET S OF
 HQ0008'THE CENTER LINE OF THE ROAD LEADING W.  IT IS A STANDARD
 HQ0008'REFERENCE-MARK DISK, STAMPED FORK NO 2 1933 AND SET IN THE TOP
 HQ0008'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 HQ0008
 HQ0008                          STATION RECOVERY (1952)
 HQ0008
 HQ0008'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ0008'STATION AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 HQ0008'
 HQ0008'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN FAIR CONDITION.
 HQ0008'
 HQ0008'THE MARK IS LOCATED 207 FEET NW OF A POINT OF GROUND BETWEEN
 HQ0008'TWO ROADS AT FORKS, AND IS 2.1 FEET HIGHER THAN THE POINT OF
 HQ0008'GROUND.  31.6 FEET NE OF THE CENTER LINE OF ROAD NW.  AND 42.6
 HQ0008'FEET WSW OF THE CENTER LINE OF ROAD NNW.
 HQ0008'
 HQ0008'THE STATION MARK IS A STANDARD BRONZE DISC, SET IN THE TOP OF A
 HQ0008'1 FOOT SQUARE CONCRETE POST, PROJECTING 1 FOOT.
 HQ0008'
 HQ0008'REFERENCE MARK 1, A STANDARD DISK STAMPED FORK NO 1 1933, IS SET
 HQ0008'IN A 1 FOOT SQUARE CONCRETE POST, PROJECTING 0.7 FOOT, CONSIDERABLY
 HQ0008'WEATHER CRACKED.
 HQ0008'
 HQ0008'REFERENCE MARK 2, A STANDARD DISK STAMPED FORK NO 2 1933, IS
 HQ0008'SET IN A 1 FOOT SQUARE CONCRETE POST, PROJECTING 0.4 FOOT, WEATHER
 HQ0008'CRACKED BUT SOLID.
 HQ0008'
 HQ0008'THE AZIMUTH MARK IS STAMPED FORK NO 3 1933.
 HQ0008
 HQ0008                          STATION RECOVERY (1952)
 HQ0008
 HQ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 HQ0008'34.8 MI SE FROM TONOPAH.
 HQ0008'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ0008'TONOPAH, THENCE 21.1 MILES SOUTHEAST ALONG AN OILED ROAD, THENCE
 HQ0008'1.7 MILES SOUTHEAST ALONG A DIRT ROAD, AT THE WEST EDGE OF
 HQ0008'THE MOST NORTHERLY ONE OF A GROUP OF DRY LAKES IN CACTUS FLATS,
 HQ0008'42 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.6 FEET EAST
 HQ0008'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HQ0008'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 HQ0008
 HQ0008                          STATION RECOVERY (1968)
 HQ0008
 HQ0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0008'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HQ0008'RECOVERED AND FOUND IN GOOD CONDITION.  THE OBSERVED DIRECTION TO
 HQ0008'ALL MARKS CHECKED WITH THE OLD DATA, HOWEVER A SHORTER MEASUREMENT
 HQ0008'WAS OBTAINED TO BOTH REFERENCE MARKS.  THE AZIMUTH MARK IS LOCATED
 HQ0008'NORTHWEST OF THE STATION INSTEAD OF SOUTHWEST AS WAS STATED IN
 HQ0008'THE 1933 BOX DATA.
 HQ0008'
 HQ0008'A NEW DESCRIPTION FOLLOWS.
 HQ0008'
 HQ0008'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS ABOUT
 HQ0008'30 MILES SOUTH-SOUTHEAST OF TONOPAH, ABOUT 4 MILES NORTH OF THE
 HQ0008'TEST RANGE HEADQUARTERS, 2-1/2 MILES SOUTHEAST OF THE MAIN GUARD
 HQ0008'GATE WHICH IS CALLED POINT ABLE AND ON THE NORTHWEST EDGE OF THE
 HQ0008'NORTHERN MOST ONE OF NUMEROUS DRY LAKE BEDS ON THE TEST RANGE.
 HQ0008'
 HQ0008'TO REACH THE STATION FROM POINT ABLE, GO SOUTHERLY ON THE MAIN
 HQ0008'SURFACED ROAD FOR 2.45 MILES TO A GRAVELED SIDE ROAD LEFT
 HQ0008'LEADING EAST AND A TRACK ROAD LEADING SOUTHEAST, TURN LEFT AND
 HQ0008'GO SOUTHEAST ON THE TRACK ROAD FOR 0.3 MILE TO REFERENCE MARK 3
 HQ0008'(AZIMUTH MARK) ON THE RIGHT, CONTINUE SOUTHEAST ON THE TRACK
 HQ0008'ROAD FOR 0.2 MILE TO THE EDGE OF THE DRY LAKE BED AND THE
 HQ0008'STATION ON THE LEFT.
 HQ0008'
 HQ0008'THE STATION MARK IS A STANDARD DISK STAMPED FORK 1933, SET IN
 HQ0008'THE TOP OF A SQUARE CONCRETE POST PROJECTING 12 INCHES.  IT IS
 HQ0008'43 FEET FEET NORTHEAST OF A TRACK ROAD, 31 FEET SOUTHWEST OF A
 HQ0008'TRACK ROAD, 3.3 FEET SOUTH OF A METAL WITNESS POST AND 3.1 FEET
 HQ0008'EAST OF A WOODEN WITNESS POST.
 HQ0008'
 HQ0008'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FORK NO 1 1933,
 HQ0008'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 HQ0008'IT IS 26 FEET EAST OF A TRACK ROAD AND 85.7 FEET SOUTHEAST OF THE
 HQ0008'METAL WITNESS POST.
 HQ0008'
 HQ0008'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FORK NO 2 1933, SET
 HQ0008'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 HQ0008'28 FEET SOUTHWEST OF A TRACK ROAD AND 60.2 FEET SOUTHWEST OF THE
 HQ0008'METAL WITNESS POST.
 HQ0008'
 HQ0008'REFERENCE MARK 3 (AZIMUTH MARK) IS A STANDARD REFERENCE DISK
 HQ0008'STAMPED FORK NO 3 1933, SET IN THE TOP OF A SQUARE CONCRETE POST
 HQ0008'PROJECTING 10 INCHES.  IT IS 23 FEET SOUTHWEST OF THE TRACK ROAD
 HQ0008'AND 0.2 FOOT NORTHEAST OF A WITNESS POST.
 HQ0008'
 HQ0008'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 120.39 FEET OR
 HQ0008'(36.695) METERS.
 HQ0008'
 HQ0008'HEIGHT OF LIGHT ABOVE STATION MARK 45 FEET.
 HQ0008'
 HQ0008'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--30 MILES
 HQ0008'SOUTH-SOUTHEAST
 HQ0008
 HQ0008                          STATION RECOVERY (1968)
 HQ0008
 HQ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HQ0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0010 ***********************************************************************
 HQ0010  DESIGNATION -  FORK RM 1
 HQ0010  PID         -  HQ0010
 HQ0010  STATE/COUNTY-  NV/NYE
 HQ0010  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0010
 HQ0010                         *CURRENT SURVEY CONTROL
 HQ0010  ___________________________________________________________________
 HQ0010* NAD 83(1986)-  37 50 53.     (N)    116 44 46.     (W)     SCALED    
 HQ0010* NAVD 88     -      1626.665  (meters)    5336.82   (feet)  ADJUSTED  
 HQ0010  ___________________________________________________________________
 HQ0010  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0010  DYNAMIC HT  -        1624.851 (meters)    5330.87  (feet)  COMP
 HQ0010  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 HQ0010
 HQ0010  VERT ORDER  -  FIRST     CLASS II
 HQ0010
 HQ0010.The horizontal coordinates were scaled from a topographic map and have
 HQ0010.an estimated accuracy of +/- 6 seconds.
 HQ0010
 HQ0010.The orthometric height was determined by differential leveling
 HQ0010.and adjusted by the National Geodetic Survey in June 1991..
 HQ0010
 HQ0010.The geoid height was determined by GEOID03.
 HQ0010
 HQ0010.The dynamic height is computed by dividing the NAVD 88
 HQ0010.geopotential number by the normal gravity value computed on the
 HQ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0010.degrees latitude (g = 980.6199 gals.).
 HQ0010
 HQ0010.The modeled gravity was interpolated from observed gravity values.
 HQ0010
 HQ0010;                    North         East    Units  Estimated Accuracy
 HQ0010;SPC NV C     - 6,343,740.      493,010.      MT  (+/- 180 meters Scaled)
 HQ0010
 HQ0010                          SUPERSEDED SURVEY CONTROL
 HQ0010
 HQ0010.No superseded survey control is available for this station.
 HQ0010
 HQ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB223889(NAD 83)
 HQ0010_MARKER: DR = REFERENCE MARK DISK
 HQ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0010_STAMPING: FORK NO 1 1933
 HQ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0010+STABILITY: SURFACE MOTION
 HQ0010
 HQ0010  HISTORY     - Date     Condition        Report By
 HQ0010  HISTORY     - 1933     MONUMENTED       CGS
 HQ0010  HISTORY     - 1952     GOOD             NGS
 HQ0010  HISTORY     - 1968     GOOD             NGS
 HQ0010
 HQ0010                          STATION DESCRIPTION
 HQ0010
 HQ0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0010'34.8 MI SE FROM TONOPAH.
 HQ0010'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ0010'TONOPAH, THENCE 21.1 MILES SOUTHEAST ALONG AN OILED ROAD, THENCE
 HQ0010'1.7 MILES SOUTHEAST ALONG A DIRT ROAD, AT THE WEST EDGE OF
 HQ0010'THE MOST NORTHERLY ONE OF A GROUP OF DRY LAKES IN CACTUS FLATS,
 HQ0010'84.3 FEET EAST OF TRIANGULATION STATION FORK 1933, 27 FEET
 HQ0010'NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 HQ0010'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 HQ0010
 HQ0010                          STATION RECOVERY (1968)
 HQ0010
 HQ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HQ0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0011 ***********************************************************************
 HQ0011  DESIGNATION -  FORK RM 2
 HQ0011  PID         -  HQ0011
 HQ0011  STATE/COUNTY-  NV/NYE
 HQ0011  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0011
 HQ0011                         *CURRENT SURVEY CONTROL
 HQ0011  ___________________________________________________________________
 HQ0011* NAD 83(1986)-  37 50 53.     (N)    116 44 46.     (W)     SCALED    
 HQ0011* NAVD 88     -      1626.746  (meters)    5337.08   (feet)  ADJUSTED  
 HQ0011  ___________________________________________________________________
 HQ0011  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0011  DYNAMIC HT  -        1624.932 (meters)    5331.13  (feet)  COMP
 HQ0011  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 HQ0011
 HQ0011  VERT ORDER  -  FIRST     CLASS II
 HQ0011
 HQ0011.The horizontal coordinates were scaled from a topographic map and have
 HQ0011.an estimated accuracy of +/- 6 seconds.
 HQ0011
 HQ0011.The orthometric height was determined by differential leveling
 HQ0011.and adjusted by the National Geodetic Survey in June 1991..
 HQ0011
 HQ0011.The geoid height was determined by GEOID03.
 HQ0011
 HQ0011.The dynamic height is computed by dividing the NAVD 88
 HQ0011.geopotential number by the normal gravity value computed on the
 HQ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0011.degrees latitude (g = 980.6199 gals.).
 HQ0011
 HQ0011.The modeled gravity was interpolated from observed gravity values.
 HQ0011
 HQ0011;                    North         East    Units  Estimated Accuracy
 HQ0011;SPC NV C     - 6,343,740.      493,010.      MT  (+/- 180 meters Scaled)
 HQ0011
 HQ0011                          SUPERSEDED SURVEY CONTROL
 HQ0011
 HQ0011.No superseded survey control is available for this station.
 HQ0011
 HQ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB223889(NAD 83)
 HQ0011_MARKER: DR = REFERENCE MARK DISK
 HQ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0011_STAMPING: FORK NO 2 1933
 HQ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0011+STABILITY: SURFACE MOTION
 HQ0011
 HQ0011  HISTORY     - Date     Condition        Report By
 HQ0011  HISTORY     - 1933     MONUMENTED       CGS
 HQ0011  HISTORY     - 1952     GOOD             NGS
 HQ0011  HISTORY     - 1968     GOOD             NGS
 HQ0011
 HQ0011                          STATION DESCRIPTION
 HQ0011
 HQ0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0011'34.8 MI SE FROM TONOPAH.
 HQ0011'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ0011'TONOPAH, THENCE 21.1 MILES SOUTHEAST ALONG AN OILED ROAD, THENCE
 HQ0011'1.7 MILES SOUTHEAST ALONG A DIRT ROAD, AT THE WEST EDGE OF A
 HQ0011'GROUP OF DRY LAKES IN CACTUS FLATS, 58.0 FEET SOUTH OF
 HQ0011'TRIANGULATION STATION FORK 1933, 25 FEET SOUTH OF THE CENTER
 HQ0011'LINE OF A ROAD LEADING WEST, SET IN THE TOP OF A CONCRETE POST
 HQ0011'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 HQ0011
 HQ0011                          STATION RECOVERY (1968)
 HQ0011
 HQ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HQ0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9211 ***********************************************************************
 AH9211  DESIGNATION -  FORKS
 AH9211  PID         -  AH9211
 AH9211  STATE/COUNTY-  NV/NYE
 AH9211  USGS QUAD   -  HENRYS WELL (1987)
 AH9211
 AH9211                         *CURRENT SURVEY CONTROL
 AH9211  ___________________________________________________________________
 AH9211* NAD 83(1994)-  38 20 03.96277(N)    117 02 38.95118(W)     ADJUSTED  
 AH9211* NAVD 88     -      1827.9    (meters)    5997.     (feet)  VERTCON   
 AH9211  ___________________________________________________________________
 AH9211  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 AH9211  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AH9211
 AH9211  HORZ ORDER  -  THIRD
 AH9211
 AH9211.The horizontal coordinates were established by classical geodetic methods
 AH9211.and adjusted by the National Geodetic Survey in March 1999..
 AH9211
 AH9211.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9211
 AH9211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9211
 AH9211.The geoid height was determined by GEOID03.
 AH9211
 AH9211;                    North         East     Units Scale Factor Converg.
 AH9211;SPC NV C     - 6,397,789.409   466,998.818   MT  0.99991341   -0 14 02.9
 AH9211;SPC NV C     -20,990,080.75  1,532,145.29   sFT  0.99991341   -0 14 02.9
 AH9211;UTM  11      - 4,242,923.160   496,141.146   MT  0.99960018   -0 01 38.6
 AH9211
 AH9211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9211!SPC NV C     -   0.99971703  x   0.99991341  =   0.99963047
 AH9211!UTM  11      -   0.99971703  x   0.99960018  =   0.99931733
 AH9211
 AH9211                          SUPERSEDED SURVEY CONTROL
 AH9211
 AH9211  NGVD 29 (03/11/99) 1826.7    (m)         5993.     (f) VERT ANG       
 AH9211
 AH9211.Superseded values are not recommended for survey control.
 AH9211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9211.See file dsdata.txt to determine how the superseded data were derived.
 AH9211
 AH9211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC9614142923(NAD 83)
 AH9211_MARKER: DS = TRIANGULATION STATION DISK
 AH9211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9211+STABILITY: SURFACE MOTION
 AH9211
 AH9211  HISTORY     - Date     Condition        Report By
 AH9211  HISTORY     - 1960     MONUMENTED       USGS
 AH9211
 AH9211                          STATION DESCRIPTION
 AH9211
 AH9211'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH9211'LOCATED ABOUT 21 MI. (AIRLINE) NE. OF TONOPAH AND 9 MI. SW. OF SPANISH
 AH9211'SPRING AND 8 MI. SE. OF BAXTER SPRING ON THE FLOOR OF RALSTON VALLEY
 AH9211'AND ON THE W. SIDE OF A N.-S. TELEPHONE LINE RD. TO REACH FROM THE
 AH9211'POST OFFICE IN TONOPAH DRIVE E. ON U.S. HIGHWAY 6 FOR 5.1 MI. TO THE
 AH9211'JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 8A, TURN LEFT N. ON
 AH9211'HIGHWAY 8A AND DRIVE 13.5 MI. TO THE JUNCTION OF THE MONITOR VALLEY
 AH9211'ROAD ON RIGHT, TURN RIGHT ONTO GRAVELED RD. AND DRIVE 5 MI. TO A DIM
 AH9211'CROSSROAD, TURN LEFT ONTO DIM CROSSROADS FOR 0.1 MI. TO RD. FORKS,
 AH9211'TAKE LEFT FORK FOR 0.9 MI. TO A REVERSE --Y-- RD., AND TELEPHONE LINE
 AH9211'RD., TURN HARD RIGHT (N.) ONTO TELEPHONE LINE RD. AND DRIVE FOR 1.9
 AH9211'MI. TO STATION ABOUT 40 FT. W. OF RD. STATION MARK--A STANDARD TABLET
 AH9211'STAMPED---FORKS 1960--- SET IN A CONCRETE POST IN A 5 IN. STOVEPIPE
 AH9211'AND PROJECTING ABOUT 0.4 FT. REFERENCE MARK NO. 1--A STANDARD
 AH9211'REFERENCE MARK TABLET STAMPED--- ---NO 1 1960--- SET IN A CONCRETE
 AH9211'POST IN A 5 IN. STOVEPIPE PROJECTING ABOUT 0.2 FT., 21.78 FT. FROM THE
 AH9211'STATION MARK IN DIRECTI 02 DEGREES 46 MINUTES. REFERENCE MARK NO. 2--A
 AH9211'STANDARD REFERENCE MARK TABLET STAMPED--- ---NO 2 1960--- SET IN A
 AH9211'CONCRETE POST IN A 5 IN. STOVEPIPE PROJECTING ABOUT 0.2 FT., 23.09 FT.
 AH9211'FROM THE STATION MARK IN DIRECTION 101 DEGREES 26 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0351 ***********************************************************************
 HP0351  DESIGNATION -  FORT
 HP0351  PID         -  HP0351
 HP0351  STATE/COUNTY-  NV/LINCOLN
 HP0351  USGS QUAD   -  WHITE RIVER NARROWS (1970)
 HP0351
 HP0351                         *CURRENT SURVEY CONTROL
 HP0351  ___________________________________________________________________
 HP0351* NAD 83(1994)-  37 51 39.11572(N)    115 01 35.67981(W)     ADJUSTED  
 HP0351* NAVD 88     -      1623.0    (meters)    5325.     (feet)  VERTCON   
 HP0351  ___________________________________________________________________
 HP0351  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 HP0351  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 HP0351
 HP0351  HORZ ORDER  -  FIRST
 HP0351
 HP0351.The horizontal coordinates were established by classical geodetic methods
 HP0351.and adjusted by the National Geodetic Survey in June 1998..
 HP0351
 HP0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0351
 HP0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0351
 HP0351.The geoid height was determined by GEOID03.
 HP0351
 HP0351;                    North         East     Units Scale Factor Converg.
 HP0351;SPC NV E     - 8,345,307.996   248,988.754   MT  0.99992955   +0 20 30.2
 HP0351;SPC NV E     -27,379,564.65    816,890.60   sFT  0.99992955   +0 20 30.2
 HP0351;UTM  11      - 4,192,213.186   673,596.588   MT  0.99997118   +1 12 41.3
 HP0351
 HP0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0351!SPC NV E     -   0.99974916  x   0.99992955  =   0.99967873
 HP0351!UTM  11      -   0.99974916  x   0.99997118  =   0.99972035
 HP0351
 HP0351:                Primary Azimuth Mark                     Grid Az
 HP0351:SPC NV E     -  FORT AZ MK                               058 21 38.7
 HP0351:UTM  11      -  FORT AZ MK                               057 29 27.6
 HP0351
 HP0351|---------------------------------------------------------------------|
 HP0351| PID    Reference Object                     Distance      Geod. Az  |
 HP0351|                                                           dddmmss.s |
 HP0351| DD5877 FORT AZ MK                                         0584208.9 |
 HP0351| DD5879 FORT RM 2                             6.600 METERS 14303     |
 HP0351| DD5878 FORT RM 1                             6.431 METERS 35501     |
 HP0351|---------------------------------------------------------------------|
 HP0351
 HP0351                          SUPERSEDED SURVEY CONTROL
 HP0351
 HP0351  NAD 83(1994)-  37 51 39.11085(N)    115 01 35.68254(W) AD(       ) 1
 HP0351  NAD 83(1986)-  37 51 39.10902(N)    115 01 35.67538(W) AD(       ) 1
 HP0351  NAD 27      -  37 51 39.27400(N)    115 01 32.62700(W) AD(       ) 1
 HP0351  NGVD 29 (07/19/86) 1622.0    (m)         5322.     (f) VERT ANG       
 HP0351
 HP0351.Superseded values are not recommended for survey control.
 HP0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0351.See file dsdata.txt to determine how the superseded data were derived.
 HP0351
 HP0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB7359792213(NAD 83)
 HP0351_MARKER: DS = TRIANGULATION STATION DISK
 HP0351_SETTING: 66 = SET IN ROCK OUTCROP
 HP0351_SP_SET: PARTIALLY EXPOSED BEDROCK
 HP0351
 HP0351  HISTORY     - Date     Condition        Report By
 HP0351  HISTORY     - 1944     MONUMENTED       CGS
 HP0351
 HP0351                          STATION DESCRIPTION
 HP0351
 HP0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0351'STATION IS LOCATED ABOUT 25 MILES (AIR LINE) NNE OF CRYSTAL
 HP0351'SPRINGS, 0.5 MILE W OF STATE HIGHWAY 38A, ON A HIGH ROCK-RIMMED
 HP0351'RIDGE.
 HP0351'
 HP0351'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK PROJECTING
 HP0351'ABOUT 1 INCH ABOVE GROUND.  IT IS STAMPED FORT 1944.
 HP0351'
 HP0351'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0351'ABOUT 1 INCH BELOW THE TOP SURFACE OF THE ROCK.  IT IS STAMPED
 HP0351'FORT NO 1 1944.
 HP0351'
 HP0351'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0351'FLUSH WITH THE GROUND.  IT IS STAMPED FORT NO 2 1944.
 HP0351'
 HP0351'AZIMUTH MARK IS ON THE S SLOPE OF A SHORT RIDGE ENDING AT
 HP0351'BREAK IN RIM MENTIONED BELOW.  IT IS A BRONZE AZIMUTH DISK
 HP0351'SET IN BEDROCK FLUSH WITH THE GROUND.  IT IS 2 FEET S OF A
 HP0351'3-FOOT ROCK CAIRN AND IS STAMPED FORT 1944.
 HP0351'
 HP0351'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND
 HP0351'38A AT CRYSTAL SPRINGS, GO N ON STATE HIGHWAY 38A FOR 8.1
 HP0351'MILES TO ROAD FORKS.  TAKE RIGHT FORK AND GO 9.7 MILES TO THE
 HP0351'JUNCTION OF THE SEAMANS WASH ROAD.  TAKE RIGHT FORK AND CONTINUE
 HP0351'ON HIGHWAY 38A FOR 11.0 MILES TO DIM FORKS.  TAKE LEFT FORK
 HP0351'OR WINTER ROAD AND TRAVEL ALONG W SIDE OF WASH NEAR STEEP
 HP0351'VERTICAL CLIFFS FOR 0.4 MILE.  HERE PACK NW UP STEEP SLOPE
 HP0351'TO A NOTICEABLE BREAK IN RIM ROCK.  PASS THROUGH BREAK AND
 HP0351'GO SW FOR ABOUT 150 YARDS TO TOP OF A LOW LIGHT-COLORED
 HP0351'OUTCROP AND STATION.
 HP0351'
 HP0351'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9359 ***********************************************************************
 AH9359  DESIGNATION -  FORT
 AH9359  PID         -  AH9359
 AH9359  STATE/COUNTY-  NV/WHITE PINE
 AH9359  USGS QUAD   -  RUBY LAKE SE (1968)
 AH9359
 AH9359                         *CURRENT SURVEY CONTROL
 AH9359  ___________________________________________________________________
 AH9359* NAD 83(1994)-  40 04 53.40227(N)    115 17 39.90918(W)     ADJUSTED  
 AH9359* NAVD 88     -      2464.4    (meters)    8085.     (feet)  VERTCON   
 AH9359  ___________________________________________________________________
 AH9359  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH9359  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 AH9359
 AH9359  HORZ ORDER  -  THIRD
 AH9359
 AH9359.The horizontal coordinates were established by classical geodetic methods
 AH9359.and adjusted by the National Geodetic Survey in March 1999..
 AH9359
 AH9359.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9359
 AH9359.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9359
 AH9359.The geoid height was determined by GEOID03.
 AH9359
 AH9359;                    North         East     Units Scale Factor Converg.
 AH9359;SPC NV E     - 8,591,700.985   224,639.688   MT  0.99990747   +0 11 09.7
 AH9359;SPC NV E     -28,187,938.98    737,005.38   sFT  0.99990747   +0 11 09.7
 AH9359;UTM  11      - 4,438,196.891   645,418.345   MT  0.99986032   +1 05 54.2
 AH9359
 AH9359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9359!SPC NV E     -   0.99961656  x   0.99990747  =   0.99952407
 AH9359!UTM  11      -   0.99961656  x   0.99986032  =   0.99947694
 AH9359
 AH9359                          SUPERSEDED SURVEY CONTROL
 AH9359
 AH9359  NGVD 29 (03/11/99) 2463.1    (m)         8081.     (f) VERT ANG       
 AH9359
 AH9359.Superseded values are not recommended for survey control.
 AH9359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9359.See file dsdata.txt to determine how the superseded data were derived.
 AH9359
 AH9359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE4541838197(NAD 83)
 AH9359_MARKER: DS = TRIANGULATION STATION DISK
 AH9359_SETTING: 66 = SET IN ROCK OUTCROP
 AH9359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9359+STABILITY: POSITION/ELEVATION WELL
 AH9359
 AH9359  HISTORY     - Date     Condition        Report By
 AH9359  HISTORY     - 1966     MONUMENTED       USGS
 AH9359
 AH9359                          STATION DESCRIPTION
 AH9359
 AH9359'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH9359'LOCATED ABOUT 32 MI. SW OF CURRIE, 12.5 MI. SE OF SHANTYTOWN, 12.5 MI.
 AH9359'ENE OF FORT RUBY RANCH, ON PROMINENT E-W TOP. TO REACH FROM ROCKHOUSE
 AH9359'IN RUBY VALLEY, DRIVE S ON GRAVEL RD 8.2 MI.TO SIDE RD E, TURN LEFT
 AH9359'ACROSS CATTLEGUARD ON GRAVEL RD 3.6 MI. TO RD FORK NEAR FENCE CORNER
 AH9359'OF WILDLIFE REFUGE, TAKE RIGHT FORK 0.1 MI.TO RD FORK, TAKE RIGHT FORK
 AH9359'1.15 MI TO RD FORKS, TAKE RIGHT FORK 1.4 MI TO WIRE GATE, CONTINUE
 AH9359'SOUTHEASTERLY ON MAIN RD 0.75 MI TO FORKS, TAKE LEFT FORK AND FOLLOW
 AH9359'MAIN-TRAVELED RD 4.35 MI TO FORK, TAKE LEFT FORK 0.6 MI TO FORK, TAKE
 AH9359'LEFT FORK 1.75 MI TO WINDMILL RIGHT AND CORRAL LEFT, CONTINUE AHEAD
 AH9359'1.55 MI TO RD FORKS, TAKE LEFT FORK 2.2 MI TO SADDLE AND CROSS TRAIL,
 AH9359'CONTINUE STRAIGHT 0.7 MI TO RD FORKS, TAKE RIGHT FORK 0.3 MI TO
 AH9359'REVERSE Y LEFT, CONTINUE STRAIGHT 0.9 MI TO DIM TRACK RD LEFT 0.1 MI
 AH9359'BEFORE SPRING AND BRUSH CORRAL, TURN LEFT PAST LEFT SIDE OF CORRAL 0.2
 AH9359'MI TO T-INTERSECTION,TURN LEFT ON TRACK RD 0.8 MI TO RD FORKS, TURN
 AH9359'LEFT UP CANYON 1.2 MI TO RD FORKS, TURN LEFT UP CANYON 0.5 MI TO
 AH9359'SADDLE, CONTINUE ON TRACK RD 0.25 MI TO TOP OF HILL, TURN RIGHT
 AH9359'CROSS-COUNTRY DOWN RIDGE TO SADDLE THEN RIGHT INTO WASH THEN LEFT DOWN
 AH9359'WASH TO INTERSECTION WITH MAIN WASH, A DISTANCE OF 0.3 MI, TURN RIGHT
 AH9359'UP WASH FOLLOWING VERY FAINT TRACK RD 0.5 MI TO FORK IN WASH, TAKE
 AH9359'LEFT FORK 0.2 MI UP WASH, TURN RIGHT THROUGH GAP IN TREES TO TOP OF
 AH9359'RIDGE, TURN LEFT AND FOLLOW RIDGE---KEEPING TO RIGHT OF TREES---, THEN
 AH9359'UPHILL TO HIGHEST POINT AND STATION.  A DRIVE STATION, 4-WHEEL DRIVE
 AH9359'IS NECESSARY ONCE CROSS-COUNTRY IS STARTED. STATION MARK--STANDARD
 AH9359'TABLET STAMPED---FORT 1966---. REFERENCE MARK NO. 1--STANDARD TABLET
 AH9359'CEMENTED IN DRILL HOLE IN ROCK OUTCROP, 43.32 FT FROM STATION MARK IN
 AH9359'DIRECTI 90 DEGREE 57 MINUTE. REFERENCE MARK NO. 2--STANDARD TABLET
 AH9359'CEMENTED IN DRILL HOLE IN ROCK OUTCROP, 27.43 FT FROM STATION MARK IN
 AH9359'DIRECTI 204 DEGREE 44 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0338 ***********************************************************************
 JP0338  DESIGNATION -  FORTIFICATION
 JP0338  PID         -  JP0338
 JP0338  STATE/COUNTY-  NV/LINCOLN
 JP0338  USGS QUAD   -  THE GOUGE EYE (1978)
 JP0338
 JP0338                         *CURRENT SURVEY CONTROL
 JP0338  ___________________________________________________________________
 JP0338* NAD 83(1994)-  38 35 43.17009(N)    114 27 29.42787(W)     ADJUSTED  
 JP0338* NAVD 88     -      2522.3    (meters)    8275.     (feet)  VERTCON   
 JP0338  ___________________________________________________________________
 JP0338  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 JP0338  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 JP0338
 JP0338  HORZ ORDER  -  FIRST
 JP0338
 JP0338.The horizontal coordinates were established by classical geodetic methods
 JP0338.and adjusted by the National Geodetic Survey in June 1998..
 JP0338
 JP0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0338
 JP0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0338
 JP0338.The geoid height was determined by GEOID03.
 JP0338
 JP0338;                    North         East     Units Scale Factor Converg.
 JP0338;SPC NV E     - 8,427,279.744   298,012.841   MT  1.00001826   +0 42 07.0
 JP0338;SPC NV E     -27,648,500.29    977,730.46   sFT  1.00001826   +0 42 07.0
 JP0338;UTM  11      - 4,274,935.141   721,365.627   MT  1.00020349   +1 35 10.6
 JP0338
 JP0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0338!SPC NV E     -   0.99960779  x   1.00001826  =   0.99962605
 JP0338!UTM  11      -   0.99960779  x   1.00020349  =   0.99981120
 JP0338
 JP0338|---------------------------------------------------------------------|
 JP0338| PID    Reference Object                     Distance      Geod. Az  |
 JP0338|                                                           dddmmss.s |
 JP0338| DD5880 FORTIFICATION RM 1                    8.872 METERS 22133     |
 JP0338| JP0375 T8 9N R66 67E SECS 1 6 31 36        APPROX. 4.5 KM 2620456.3 |
 JP0338| DD5881 FORTIFICATION RM 2                    4.829 METERS 35243     |
 JP0338|---------------------------------------------------------------------|
 JP0338
 JP0338                          SUPERSEDED SURVEY CONTROL
 JP0338
 JP0338  NAD 83(1994)-  38 35 43.16979(N)    114 27 29.42790(W) AD(       ) 1
 JP0338  NAD 83(1986)-  38 35 43.16402(N)    114 27 29.43373(W) AD(       ) 1
 JP0338  NAD 27      -  38 35 43.33800(N)    114 27 26.45100(W) AD(       ) 1
 JP0338  NGVD 29 (07/19/86) 2521.0    (m)         8271.     (f) VERT ANG       
 JP0338
 JP0338.Superseded values are not recommended for survey control.
 JP0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0338.See file dsdata.txt to determine how the superseded data were derived.
 JP0338
 JP0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC2136674935(NAD 83)
 JP0338_MARKER: DS = TRIANGULATION STATION DISK
 JP0338_SETTING: 66 = SET IN ROCK OUTCROP
 JP0338_SP_SET: PARTIALLY EXPOSED BEDROCK
 JP0338
 JP0338  HISTORY     - Date     Condition        Report By
 JP0338  HISTORY     - 1944     MONUMENTED       CGS
 JP0338
 JP0338                          STATION DESCRIPTION
 JP0338
 JP0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 JP0338'STATION IS ABOUT 11 MILES ENE OF THE GEYSER RANCH, 10 MILES
 JP0338'E OF THE HIGHWAY MAINTENANCE STATION ON U.S. HIGHWAY 93,
 JP0338'AND 17 MILES SSW OF SHOSHONE.  IT IS ON A HIGH ROCKY PINNACLE
 JP0338'AND THE MOST CONSPICUOUS POINT ON THE FORTIFICATION RANGE.
 JP0338'AS SEEN FROM U.S. HIGHWAY 93 GOING N FROM PONY SPRINGS IT
 JP0338'STANDS OUT AS A HIGH AND RUGGED PINNACLE AT THE S END OF A
 JP0338'RANGE OF RUGGED RED PEAKS.
 JP0338'
 JP0338'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK ABOUT
 JP0338'FLUSH WITH THE GROUND AND IS STAMPED FORTIFICATION 1944.  IT
 JP0338'IS ABOUT IN THE CENTER OF THE FLAT TOP OF THE PINNACLE.
 JP0338'
 JP0338'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 JP0338'ABOUT FLUSH WITH THE GROUND.  IT IS AT ABOUT THE SAME ELEVATION
 JP0338'AS THE STATION MARK AND IS STAMPED FORTIFICATION NO 1 1944.
 JP0338'
 JP0338'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 JP0338'ABOUT FLUSH WITH THE GROUND.  IT IS AT ABOUT THE SAME ELEVATION
 JP0338'AS THE STATION MARK AND IS STAMPED FORTIFICATION NO 2 1944.
 JP0338'
 JP0338'AZIMUTH MARK IS A G.L.O. TOWNSHIP CORNER MARKED T 8 AND 9 N
 JP0338'R 66 AND 67 E S 36 AND 31 S 1 AND 6.
 JP0338'
 JP0338'TO REACH STATION FROM PONY SPRINGS, GO N ON U.S. HIGHWAY 93
 JP0338'FOR 23.8 MILES TO THE GEYSER RANCH.  GO INTO THE RANCH YARD
 JP0338'AND PASS THROUGH TWO GATES LEADING THROUGH A NARROW LANE
 JP0338'BETWEEN TWO FENCES, CONTINUE FOR 0.4 MILE FROM THE LAST GATE,
 JP0338'ACROSS A HAYFIELD.  PASS THROUGH WIRE GATE IN THE FENCE AT
 JP0338'THE SE CORNER OF THE FIELD AND COME OUT ON A TRACK ROAD
 JP0338'LEADING E, CONTINUE ON THIS TRACK ROAD FOR 0.7 MILE TO A WIRE
 JP0338'GATE IN A N-S FENCE, PASS THROUGH GATE AND CONTINUE SE FOR
 JP0338'2.9 MILES TO A FORKS.  TAKE RIGHT FORK AND CONTINUE ALONG THE
 JP0338'N SIDE OF THE FENCE FOR 1.9 MILES TO WHERE THE ROAD TURNS
 JP0338'RIGHT THROUGH A GATE IN THE FENCE, TURN RIGHT THROUGH FENCE
 JP0338'AND CONTINUE S FOR 1.3 MILES TO A FORKS, TAKE LEFT FORK AND
 JP0338'CONTINUE SE FOR 2.4 MILES TO A WHITE WITNESS POST MARKING THE
 JP0338'LOCATION OF A G.L.O. CORNER.  THIS MARKER IS ABOUT 10 FEET
 JP0338'TO THE RIGHT OF THE CENTER LINE OF THE ROAD AND IS USED
 JP0338'AS THE AZIMUTH MARK FOR THIS STATION.  FROM HERE THE STATION
 JP0338'APPEARS AS A HIGH DOME AT THE RIGHT END OF A JAGGED RANGE
 JP0338'ABOUT 3 MILES TO THE E.  CONTINUE S AND SE ON THE TRACK
 JP0338'ROAD FOR 1.1 MILES TO A BLAZED CEDAR TREE WHICH IS ABOUT 30
 JP0338'FEET TO THE RIGHT OF THE ROAD.  HERE TURN LEFT AND GO CROSS
 JP0338'COUNTRY UP A BROAD SANDY WASH AND ONTO A LOW RIDGE FOR
 JP0338'ABOUT 1.8 MILES TO THE END OF TRUCK TRAVEL AT SOME GREY
 JP0338'ROCK BENCHES WHICH ARE ABOUT 1/4 MILE FROM THE BASE OF
 JP0338'THE PEAK.  FROM HERE HIKE E JUST TO THE LEFT OF THE ROCK
 JP0338'BENCHES AND AROUND TO THE S SIDE OF THE BASE OF THE PEAK,
 JP0338'THENCE TO THE LEFT AND UPWARD TO A NARROW CANYON LEADING UP
 JP0338'TO THE PEAK FROM THE SE SIDE.  FOLLOW THE CANYON UP TO A
 JP0338'ROCKY RIDGE AND THEN BEAR TO THE LEFT TO THE TOP OF THE
 JP0338'PEAK AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0819 ***********************************************************************
 LR0819  DESIGNATION -  FORTY
 LR0819  PID         -  LR0819
 LR0819  STATE/COUNTY-  NV/HUMBOLDT
 LR0819  USGS QUAD   -  IRON POINT (1965)
 LR0819
 LR0819                         *CURRENT SURVEY CONTROL
 LR0819  ___________________________________________________________________
 LR0819* NAD 83(1994)-  40 54 03.67764(N)    117 18 52.77808(W)     ADJUSTED  
 LR0819* NAVD 88     -      1496.9    (meters)    4911.     (feet)  VERTCON   
 LR0819  ___________________________________________________________________
 LR0819  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 LR0819  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 LR0819
 LR0819  HORZ ORDER  -  FIRST
 LR0819
 LR0819.The horizontal coordinates were established by classical geodetic methods
 LR0819.and adjusted by the National Geodetic Survey in June 1998..
 LR0819
 LR0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0819
 LR0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0819
 LR0819.The geoid height was determined by GEOID03.
 LR0819
 LR0819;                    North         East     Units Scale Factor Converg.
 LR0819;SPC NV W     - 4,683,429.752   906,890.109   MT  1.00004058   +0 49 50.7
 LR0819;SPC NV W     -15,365,552.44  2,975,355.30   sFT  1.00004058   +0 49 50.7
 LR0819;UTM  11      - 4,527,817.262   473,496.996   MT  0.99960865   -0 12 21.7
 LR0819
 LR0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0819!SPC NV W     -   0.99976842  x   1.00004058  =   0.99980899
 LR0819!UTM  11      -   0.99976842  x   0.99960865  =   0.99937716
 LR0819
 LR0819:                Primary Azimuth Mark                     Grid Az
 LR0819:SPC NV W     -  VIC                                      013 40 20.4
 LR0819:UTM  11      -  VIC                                      014 42 32.8
 LR0819
 LR0819|---------------------------------------------------------------------|
 LR0819| PID    Reference Object                     Distance      Geod. Az  |
 LR0819|                                                           dddmmss.s |
 LR0819| LR0350 VIC                                 APPROX. 0.5 KM 0143011.1 |
 LR0819| DB7300 FORTY RM 3 AZIMUTH                                 0571617.4 |
 LR0819| DB7301 FORTY RM 1                            4.158 METERS 13023     |
 LR0819| LR0932 AIR BEACON BATTLE MTN AIRPORT       APPROX.42.7 KM 1323111.6 |
 LR0819| DB7302 FORTY RM 2                            5.308 METERS 24807     |
 LR0819|---------------------------------------------------------------------|
 LR0819
 LR0819                          SUPERSEDED SURVEY CONTROL
 LR0819
 LR0819  NAD 83(1986)-  40 54 03.68162(N)    117 18 52.77482(W) AD(       ) 1
 LR0819  NAD 27      -  40 54 04.02800(N)    117 18 49.35700(W) AD(       ) 1
 LR0819  NGVD 29 (07/19/86) 1495.9    (m)         4908.     (f) VERT ANG       
 LR0819
 LR0819.Superseded values are not recommended for survey control.
 LR0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0819.See file dsdata.txt to determine how the superseded data were derived.
 LR0819
 LR0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF7349727817(NAD 83)
 LR0819_MARKER: DS = TRIANGULATION STATION DISK
 LR0819_SETTING: 66 = SET IN ROCK OUTCROP
 LR0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0819
 LR0819  HISTORY     - Date     Condition        Report By
 LR0819  HISTORY     - 1934     MONUMENTED       CGS
 LR0819  HISTORY     - 1940     GOOD             CGS
 LR0819  HISTORY     - 1958     GOOD             CGS
 LR0819  HISTORY     - 1958     GOOD             CGS
 LR0819  HISTORY     - 1964     GOOD             USGS
 LR0819
 LR0819                          STATION DESCRIPTION
 LR0819
 LR0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 LR0819'STATION IS LOCATED ON THE N END OF FLAT-TOPPED RIDGE, 1/2
 LR0819'MILE S OF THE HIGHWAY, AND IS 25 MILES AIRLINE NW OF THE TOWN
 LR0819'OF BATTLE MOUNTAIN.
 LR0819'
 LR0819'STATION, REFERENCE MARKS NOS. 1 AND 2, AND AZIMUTH MARKS ARE
 LR0819'STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 LR0819'BEDROCK.
 LR0819'
 LR0819'AZIMUTH MARK IS IN ROCK OUTCROP, ABOUT HALF WAY BETWEEN
 LR0819'STATION AND HIGWAY, A DISTANCE OF 0.2 MILE.
 LR0819'
 LR0819'REACHED FROM BATTLE MOUNTAIN AS FOLLOWS--GO NW ON THE HIGHWAY
 LR0819'26 MILES TO A POINT JUST BEFORE REACHING A CUT, WITH RED-COLORED
 LR0819'BANKS, ABOUT 8 FEET HIGH ON BOTH SIDES OF THE HIGHWAY.  STOP
 LR0819'THE TRUCK JUST BEFORE REACHING THE CUT, AND WALK S TO THE
 LR0819'TOP OF LOW HILL, WITH ROCK OUTCROP AT THE TOP.  STATION IS
 LR0819'10 FEET S OF THE N END OF THE RIDGE.
 LR0819
 LR0819                          STATION RECOVERY (1940)
 LR0819
 LR0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LR0819'STATION IS LOCATED ABOUT 10 MILES SE OF GOLCONDA, ABOUT 1/2
 LR0819'MILE S OF U.S. HIGHWAY 40 ON EXTREME N END OF A LOW FLAT-TOP
 LR0819'MESA.
 LR0819'
 LR0819'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK,
 LR0819'FLUSH WITH THE GROUND, ABOUT 10 FEET S OF THE N END OF THE RIDGE.
 LR0819'STAMPED FORTY 1934.
 LR0819'
 LR0819'REFERENCE MARK NO. 1 IS ABOUT 14 FEET SE OF STATION, ABOUT
 LR0819'1 FOOT LOWER IN ELEVATION.  IT S STAMPED FORTY NO. 1 1934.
 LR0819'
 LR0819'REFERENCE MARK NO. 2 IS ABOUT 17 FEET WSW OF STATION, ABOUT
 LR0819'2 FEET HIGHER THAN STATION MARK.  IT IS STAMPED FORTY NO. 2 1934.
 LR0819'
 LR0819'AZIMUTH MARK IS ABOUT 0.2 MILE ENE OF STATION ABOUT 100 FEET
 LR0819'LOWER IN ELEVATION, AND ABOUT HALFWAY BETWEEN STATION AND
 LR0819'HIGHWAY.  MARK IS STAMPED FORTY NO. 3 1934.
 LR0819'
 LR0819'REACHED FROM GOLCONDA RAILROAD STATION BY GOING S ON DIRT ROAD
 LR0819'FOR 0.45 MILE, THENCE LEFT, E, ON U.S. HIGHWAY 40 FOR 10.2
 LR0819'MILES TO E END OF REDDISH CUT IN BANKS ON HIGHWAY, FROM HERE
 LR0819'THE STATION IS VISIBLE ON N END OF A FLAT MESA TO THE S,
 LR0819'CONTINUE UP DRAW ACROSS COUNTRY FOR 1.0 MILE, W, TO TOP OF
 LR0819'RIDGE, THENCE TURN LEFT AND FOLLOW ON TOP OF RIDGE N TO
 LR0819'STATION.  (DRIVE STATION.)
 LR0819
 LR0819                          STATION RECOVERY (1958)
 LR0819
 LR0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0819'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN
 LR0819'GOOD CONDITION.  THE DISTANCE AND DIRECTION MEASUREMENTS TO
 LR0819'THE REFERENCE MARKS COMPARED WITHIN ACCEPTABLE LIMITS TO THOSE
 LR0819'OF 1940.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 LR0819
 LR0819                          STATION RECOVERY (1958)
 LR0819
 LR0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0819'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 LR0819'THE AZIMUTH MARK WAS NOT FOUND SO STATION VIC WAS USED FOR AN
 LR0819'AZIMUTH.  A NEW DESCRIPTION FOLLOWS--
 LR0819'
 LR0819'THE STATION IS LOCATED AIRLINE ABOUT 27 MILES NORTHWEST OF
 LR0819'BATTLE MOUNTAIN, 10 MILES EAST SOUTHEAST OF GOLCONDA, AND 1/2
 LR0819'MILE SOUTH OF U.S. HIGWAY 40.  IT IS ON THE EXTREME NORTH END
 LR0819'OF A PROMINENT NORTH-SOUTH RIDGE THAT IS JUST WEST OF
 LR0819'PUMPERNICKEL VALLEY.  IT IS A CONSPICUOUS DARK LAVA LEDGE
 LR0819'OVER LOOKING U.S. HIGHWAY 40.
 LR0819'
 LR0819'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BATTLE
 LR0819'MOUNTAIN GO NORTHWEST ON U.S. HIGHWAY 40 FOR 27.1 MILES TO
 LR0819'HIGHWAY CUT BANK AND STATION VIC (AZIMUTH MARK) ON THE LEFT
 LR0819'SIDE OF ROAD, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A FORK
 LR0819'OF THE OLD HIGHWAY.  TAKE THE LEFT FORK, THE OLD HIGHWAY,
 LR0819'FOR 0.1 MILE TO A TRACK ROAD ON THE LEFT.  TAKE TRACK ROAD
 LR0819'FOR 0.45 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.35 MILE TO
 LR0819'THE TOP OF RIDGE AND A FORK.  TAKE LEFT FORK FOR 0.3 MILE
 LR0819'TO THE STATION.  A 4-WHEEL DRIVE IS NEEDED.
 LR0819'
 LR0819'THE STATION MARK IS A STANDARD DISK STAMPED FORTY 1934 SET
 LR0819'IN A DRILL HOLE IN AN OUTCROPPING BEDROCK THAT IS ABOUT
 LR0819'FLUSH WITH THE GROUND.
 LR0819'
 LR0819'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED FORTY
 LR0819'NO 1 1934 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 LR0819'ABOUT 2-1/2 FEET ABOVE THE GROUND AND IS 1-1/2 FEET LOWER
 LR0819'THAN STATION ELEVATION.
 LR0819'
 LR0819'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED FORTY NO
 LR0819'2 1934 SET IN A DRILL HOLE IN AN OUTCROPPPING BEDROCK WHICH IS
 LR0819'ABOUT FLUSH WITH THE GROUND AND IS ABOUT 6 INCHES HIGHER THAN
 LR0819'THE STATION ELEVATION.
 LR0819'
 LR0819'STATION VIC (AZIMUTH MARK) IS A STANDARD DISK STAMPED VIC 1958 SET
 LR0819'IN A 12 INCH CONCRETE CYLINDER THAT PROJECTS ABOUT 4 INCHES
 LR0819'ABOVE THE GROUND.  IT IS ABOUT 60 FEET NORTHEAST OF CENTER LINE
 LR0819'OF U.S. HIGHWAY 40 AND ABOUT 6 FEET SOUTHWEST OF A RED AND WHITE
 LR0819'WITNESS POST.
 LR0819
 LR0819                          STATION RECOVERY (1964)
 LR0819
 LR0819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LR0819'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40117-1, STATION 1022,
 LR0819'EXCEPT AS FOLLOWS.
 LR0819'
 LR0819'FROM BATTLE MOUNTAIN, STATION CAN BE REACHED BY TRUCK, DO NOT STOP
 LR0819'JUST BEFORE REACHING A CUT WITH RED-COLORED BANKS ABOUT 8 FT. HIGH
 LR0819'ON BOTH SIDE OF HWY.  INSTEAD CONTINUE FROM THIS POINT ON BY TRUCK
 LR0819'TO A TURNOFF WITH SIGN (IRON POINT).  TURN RIGHT AND DRIVE 0.1 MI.
 LR0819'TO T-RD. AND TURN RIGHT, DRIVE 0.2 MI. TO SECOND T-RD. AND TURN LEFT,
 LR0819'DRIVE ABOUT 0.1 MI. TO JUNCTION OF DIRT TRACK RD., TURN RIGHT, FOLLOW
 LR0819'TRACK RD. UP DRAW FOR ABOUT 1 MI. TO POINT WHERE RD. TURNS UPHILL,
 LR0819'CONTINUE ON TRACK RD. ALONG TOP OF HILL HEADING BACK TOWARDS HWY. FOR
 LR0819'APPROXIMATELY 0.5 MI. TO NORTHERNMOST POINT OF RIDGE WHERE TRACK RD.
 LR0819'ENDS AND STATION.  (STATION LIES ABOUT 10 FT. S. OF NORTHERNMOST
 LR0819'POINT OF RIDGE.)
 LR0819'
 LR0819'STATION MARK--A STANDARD DISK STAMPED---FORTY 1934---SET IN A DRILL
 LR0819'HOLE IN AN OUTCROPPING BEDROCK THAT IS ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1152 ***********************************************************************
 AI1152  DESIGNATION -  FORTY
 AI1152  PID         -  AI1152
 AI1152  STATE/COUNTY-  NV/NYE
 AI1152  USGS QUAD   -  AMMONIA TANKS (1961)
 AI1152
 AI1152                         *CURRENT SURVEY CONTROL
 AI1152  ___________________________________________________________________
 AI1152* NAD 83(1994)-  37 12 47.67486(N)    116 19 25.21719(W)     ADJUSTED  
 AI1152* NAVD 88     -      2296.3    (meters)    7534.     (feet)  VERTCON   
 AI1152  ___________________________________________________________________
 AI1152  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 AI1152  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AI1152
 AI1152  HORZ ORDER  -  THIRD
 AI1152
 AI1152.The horizontal coordinates were established by classical geodetic methods
 AI1152.and adjusted by the National Geodetic Survey in March 1999..
 AI1152
 AI1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1152
 AI1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1152
 AI1152.The geoid height was determined by GEOID03.
 AI1152
 AI1152;                    North         East     Units Scale Factor Converg.
 AI1152;SPC NV C     - 6,273,346.055   530,442.113   MT  0.99991141   +0 12 26.8
 AI1152;SPC NV C     -20,581,802.85  1,740,292.17   sFT  0.99991141   +0 12 26.8
 AI1152;UTM  11      - 4,118,742.744   560,008.967   MT  0.99964436   +0 24 32.6
 AI1152
 AI1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1152!SPC NV C     -   0.99964388  x   0.99991141  =   0.99955532
 AI1152!UTM  11      -   0.99964388  x   0.99964436  =   0.99928837
 AI1152
 AI1152                          SUPERSEDED SURVEY CONTROL
 AI1152
 AI1152  NGVD 29 (03/11/99) 2295.1    (m)         7530.     (f) VERT ANG       
 AI1152
 AI1152.Superseded values are not recommended for survey control.
 AI1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1152.See file dsdata.txt to determine how the superseded data were derived.
 AI1152
 AI1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB6000918743(NAD 83)
 AI1152_MARKER: DS = TRIANGULATION STATION DISK
 AI1152_SETTING: 66 = SET IN ROCK OUTCROP
 AI1152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1152+STABILITY: POSITION/ELEVATION WELL
 AI1152
 AI1152  HISTORY     - Date     Condition        Report By
 AI1152  HISTORY     - 1959     MONUMENTED       USGS
 AI1152
 AI1152                          STATION DESCRIPTION
 AI1152
 AI1152'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AI1152'LOCATED ABOUT 60.5 MI. SE. OF GOLDFIELD, ABOUT 40 MI. N. OF LATHROP
 AI1152'WELLS, NEAR THE S. END OF A WOODED TOP WHICH IS HIGHER THAN THE
 AI1152'SURROUNDING TIMBER COVERED RIDGES. STATION REACHED BY HELICOPTER.
 AI1152'STATION MARK--STANDARD TABLET STAMPED---FORTY 1959--- CEMENTED IN
 AI1152'SOLID ROCK. REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET
 AI1152'STAMPED---NO 1 1959--- CEMENTED IN ROCK OUTCROP 20.41 FT. FROM STATION
 AI1152'IN DIRECTION 37 DEGREES 37 MINUTES. REFERENCE MARK NO. 2--STANDARD
 AI1152'REFERENCE MARK TABLET STAMPED---NO 2 1959--- CEMENTED IN ROCK OUTCROP
 AI1152'26.06 FT. FROM STATION IN DIRECTION 128 DEGREES 52 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0458 ***********************************************************************
 MU0458  DESIGNATION -  FOUR MILE
 MU0458  PID         -  MU0458
 MU0458  STATE/COUNTY-  NV/ELKO
 MU0458  USGS QUAD   -  FOURMILE BUTTE (1987)
 MU0458
 MU0458                         *CURRENT SURVEY CONTROL
 MU0458  ___________________________________________________________________
 MU0458* NAD 83(1994)-  41 38 34.11611(N)    116 28 11.14426(W)     ADJUSTED  
 MU0458* NAVD 88     -      1734.1    (meters)    5689.     (feet)  VERTCON   
 MU0458  ___________________________________________________________________
 MU0458  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 MU0458  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 MU0458
 MU0458  HORZ ORDER  -  SECOND
 MU0458
 MU0458.The horizontal coordinates were established by classical geodetic methods
 MU0458.and adjusted by the National Geodetic Survey in June 1998..
 MU0458
 MU0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0458
 MU0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0458
 MU0458.The geoid height was determined by GEOID03.
 MU0458
 MU0458;                    North         East     Units Scale Factor Converg.
 MU0458;SPC NV E     - 8,765,408.598   126,156.442   MT  0.99996708   -0 35 20.6
 MU0458;SPC NV E     -28,757,844.71    413,898.26   sFT  0.99996708   -0 35 20.6
 MU0458;UTM  11      - 4,610,254.843   544,157.822   MT  0.99962399   +0 21 08.4
 MU0458
 MU0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0458!SPC NV E     -   0.99973089  x   0.99996708  =   0.99969798
 MU0458!UTM  11      -   0.99973089  x   0.99962399  =   0.99935499
 MU0458
 MU0458:                Primary Azimuth Mark                     Grid Az
 MU0458:SPC NV E     -  FOUR MILE AZ MK                          018 24 05.3
 MU0458:UTM  11      -  FOUR MILE AZ MK                          017 27 36.3
 MU0458
 MU0458|---------------------------------------------------------------------|
 MU0458| PID    Reference Object                     Distance      Geod. Az  |
 MU0458|                                                           dddmmss.s |
 MU0458| DD5882 FOUR MILE AZ MK                                    0174844.7 |
 MU0458| DD5883 FOUR MILE RM 1                        2.120 METERS 23830     |
 MU0458| DD5884 FOUR MILE RM 2                        8.777 METERS 31846     |
 MU0458|---------------------------------------------------------------------|
 MU0458
 MU0458                          SUPERSEDED SURVEY CONTROL
 MU0458
 MU0458  NAD 83(1986)-  41 38 34.11608(N)    116 28 11.13859(W) AD(       ) 2
 MU0458  NAD 27      -  41 38 34.47900(N)    116 28 07.77200(W) AD(       ) 2
 MU0458  NGVD 29 (07/19/86) 1733.0    (m)         5686.     (f) VERT ANG       
 MU0458
 MU0458.Superseded values are not recommended for survey control.
 MU0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0458.See file dsdata.txt to determine how the superseded data were derived.
 MU0458
 MU0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG4415810255(NAD 83)
 MU0458_MARKER: DD = SURVEY DISK
 MU0458_SETTING: 80 = SET IN A BOULDER
 MU0458_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MU0458
 MU0458  HISTORY     - Date     Condition        Report By
 MU0458  HISTORY     - 1956     MONUMENTED       USGS
 MU0458
 MU0458                          STATION DESCRIPTION
 MU0458
 MU0458'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (LSB)
 MU0458'THE STATION IS ON A LOW, BRUSH COVERED HILL AND THE HIGHEST IN
 MU0458'THE VICINITY.  IT IS ABOUT 24 MILES, AIRLINE, SOUTHWEST OF OWYHEE,
 MU0458'NEVADA, ABOUT 21 MILES, AIRLINE, WEST-SOUTHWEST OF MOUNTAIN
 MU0458'CITY, NEVADA, AND ABOUT 7 MILES NORTHWEST OF THE IL RANCH.
 MU0458'
 MU0458'THE STATION WAS REACHED FROM THE JUNCTION OF THE NEVADA STATE
 MU0458'HIGHWAY 11 WITH U.S. HIGHWAY 40 AT THE WEST EDGE OF ELKO BY GOING
 MU0458'NORTH ON HIGHWAY 11 FOR 26.6 MILES TO THE JUNCTION OF HIGHWAY 43
 MU0458'WITH HIGHWAY 11.  KEEP LEFT ON HIGHWAY 11 AND GO 17.25 MILES TO A
 MU0458'FORK AT THE END OF THE OILED ROAD AT THE TAYLOR CLUB.  TAKE THE
 MU0458'RIGHT FORK, HIGHWAY 11, AND FOLLOW THE MAIN TRAVELED ROAD NORTH
 MU0458'FOR 15.3 MILES TO THE JACK CREEK INN.  CONTINUE STRAIGHT AHEAD,
 MU0458'NORTH, FOR 0.4 MILE TO A FORK.  TAKE THE LEFT FORK AND
 MU0458'CONTINUE IN A NORTHERLY DIRECTION ON THE MAIN TRAVELED ROAD FOR
 MU0458'5.6 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTH
 MU0458'ON THE MAIN TRAVELED ROAD FOR 5.65 MILES TO A T ROAD LEFT AT
 MU0458'A LARGE WHITE MAIL BOX.  TURN LEFT AND FOLLOW THE MAIN
 MU0458'TRAVELED ROAD, WEST, FOR 3.9 MILES TO A FORK AND A SIGN WILSON
 MU0458'DAM FISH ROAD.  KEEP LEFT AND FOLLOW THE MAIN TRAVELED ROAD, WEST,
 MU0458'FOR 7.5 MILES TO WHERE THE ROAD TURNS SHARP LEFT, WITH A BOARD
 MU0458'GATE STRAIGHT AHEAD AND THE IL RANCH BUILDINGS ABOUT 0.5 MILE
 MU0458'TO THE LEFT.  PASS THROUGH THE GATE, CROSS A SMALL BRIDGE, TURN
 MU0458'SHARP RIGHT AND GO 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND
 MU0458'GO NORTHWEST FOR 2.0 MILES TO A GATE.  PASS THROUGH THE GATE
 MU0458'AND CONTINUE NORTH AND WEST ON THE MAIN TRAVELED ROAD FOR 3.9
 MU0458'MILES TO A FORK.  TURN SHARP LEFT OFF THE ROAD AND GO WEST
 MU0458'ACROSS COUNTRY TO THE TOP OF A LOW HILL AND THE STATION, A
 MU0458'DISTANCE OF ABOUT 0.3 MILE.  TO REACH THE AZIMUTH MARK FROM THE
 MU0458'LAST FORK, TAKE THE RIGHT FORK AND GO NORTH FOR 0.9 MILE.  HERE
 MU0458'TURN LEFT, WEST, AND GO ACROSS COUNTRY FOR 0.1 MILE TO THE
 MU0458'AZIMUTH MARK.
 MU0458'
 MU0458'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 MU0458'DISK STAMPED FOUR MILE 1937.  IT IS CEMENTED IN A DRILL HOLE
 MU0458'IN A BOULDER THAT IS 30 INCHES LONG, 18 INCHES WIDE, PROJECTS 10
 MU0458'INCHES AND IS 8 FEET NORTH-NORTHWEST OF A WHITE WITNESS POST.
 MU0458'
 MU0458'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 MU0458'MARK DISK STAMPED 1.  IT IS CEMENTED IN A DRILL HOLE IN A BOULDER
 MU0458'THAT PROJECTS 4 INCHES.
 MU0458'
 MU0458'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE MARK
 MU0458'DISK STAMPED 2.  IT IS CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 MU0458'PROJECTS 7 INCHES.
 MU0458'
 MU0458'THE AZIMUTH MARK IS A STANDARD COAST AND GEODETIC SURVEY DISK
 MU0458'STAMPED FOUR MILE 1956.  IT IS BRAZED TO A LENGTH OF 2-INCH SOIL
 MU0458'PIPE SET IN THE GROUND AND PROJECTS 8 INCHES.  THE MARK IS 0.1
 MU0458'MILE WEST OF A TRACK ROAD AND 2 FEET WEST OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1647 ***********************************************************************
 KR1647  DESIGNATION -  FOURWAY
 KR1647  PID         -  KR1647
 KR1647  STATE/COUNTY-  NV/LYON
 KR1647  USGS QUAD   -  VIRGINIA CITY (1994)
 KR1647
 KR1647                         *CURRENT SURVEY CONTROL
 KR1647  ___________________________________________________________________
 KR1647* NAD 83(1994)-  39 15 03.45307(N)    119 42 45.67196(W)     ADJUSTED  
 KR1647* NAVD 88     -      2219.2    (meters)    7281.     (feet)  VERTCON   
 KR1647  ___________________________________________________________________
 KR1647  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 KR1647  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 KR1647
 KR1647  HORZ ORDER  -  SECOND
 KR1647
 KR1647.The horizontal coordinates were established by classical geodetic methods
 KR1647.and adjusted by the National Geodetic Survey in June 1998..
 KR1647
 KR1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1647
 KR1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1647
 KR1647.The geoid height was determined by GEOID03.
 KR1647
 KR1647;                    North         East     Units Scale Factor Converg.
 KR1647;SPC NV W     - 4,500,064.544   702,523.193   MT  1.00001696   -0 42 52.6
 KR1647;SPC NV W     -14,763,961.76  2,304,861.51   sFT  1.00001696   -0 42 52.6
 KR1647;UTM  11      - 4,348,133.954   265,918.124   MT  1.00027472   -1 43 01.7
 KR1647
 KR1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1647!SPC NV W     -   0.99965575  x   1.00001696  =   0.99967270
 KR1647!UTM  11      -   0.99965575  x   1.00027472  =   0.99993037
 KR1647
 KR1647                          SUPERSEDED SURVEY CONTROL
 KR1647
 KR1647  NAD 83(1992)-  39 15 03.45673(N)    119 42 45.66611(W) AD(       ) 2
 KR1647  NAD 83(1986)-  39 15 03.45058(N)    119 42 45.64913(W) AD(       ) 2
 KR1647  NAD 27      -  39 15 03.77000(N)    119 42 41.99900(W) AD(       ) 2
 KR1647  NGVD 29 (07/19/86) 2218.0    (m)         7277.     (f) VERT ANG       
 KR1647
 KR1647.Superseded values are not recommended for survey control.
 KR1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1647.See file dsdata.txt to determine how the superseded data were derived.
 KR1647
 KR1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6591848134(NAD 83)
 KR1647_MARKER: Z = SEE DESCRIPTION
 KR1647_SETTING: 0 = UNSPECIFIED SETTING
 KR1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1647+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2003
 KR1647
 KR1647  HISTORY     - Date     Condition        Report By
 KR1647  HISTORY     - 1951     MONUMENTED       CGS
 KR1647  HISTORY     - 20030901 GOOD             USPSQD
 KR1647
 KR1647                          STATION DESCRIPTION
 KR1647
 KR1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1647'STATION IS 1/2 IN DRILL HOLE IN SOLID CAP ROCK, A 8 FT HIGH ROCK
 KR1647'CAIRN OVER POINT APPROXIMATELY 5 MILES SOUTHWEST OF VIRGINIA
 KR1647'CITY, NEVADA.
 KR1647'
 KR1647'LOCATED ON ROCKY RIDGE APPROXIMATELY 0.5 MILE SOUTHWESTERLY
 KR1647'AND BELOW STATION MC CLELLAN AND FOREST LOOKOUT STATION.
 KR1647'
 KR1647'STATION IS INTERSECTION POINT FOR COUNTY LINES.
 KR1647'
 KR1647'TO REACH FROM POST OFFICE IN VIRGINIA CITY, NEVADA, GO SOUTH 0.5
 KR1647'MILE ON S.R. 17, TAKE RIGHT FORK, GO 0.25 MILE, LEAVE OIL
 KR1647'HIGHWAY TURN RIGHT ON DIRT ROAD WHICH CONTOURS MOUNTAIN SIDE,
 KR1647'GO 3.85 MILES, TAKE LEFT FORK AS PER SIGN MC CLELLAN PEAK, GO
 KR1647'0.75 MILE TO GATE AND VIRGINIA CITY WATER STATION, GO 0.15
 KR1647'MILE THROUGH STATION YARD TO GATE AND ROAD LEADING UP GRADE
 KR1647'ALONG HILL SIDE, GO 1.35 MILE, TAKE LEFT FORK AT SIGN, GO 0.3
 KR1647'MILE TO LOOKOUT STATION AND E.T.T.  PACK SOUTHWEST DOWN GRADE
 KR1647'ALONG ROCKY RIDGE APPROXIMATELY 0.4 MILE TO STATION SITE.  15
 KR1647'MINUTE PACK.
 KR1647
 KR1647                          STATION RECOVERY (2003)
 KR1647
 KR1647'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0367 ***********************************************************************
 MV0367  DESIGNATION -  FOX
 MV0367  PID         -  MV0367
 MV0367  STATE/COUNTY-  NV/WASHOE
 MV0367  USGS QUAD   -  FOX MOUNTAIN (1980)
 MV0367
 MV0367                         *CURRENT SURVEY CONTROL
 MV0367  ___________________________________________________________________
 MV0367* NAD 83(1994)-  41 01 31.40881(N)    119 33 29.89686(W)     ADJUSTED  
 MV0367* NAVD 88     -      2507.     (meters)    8225.     (feet)  SCALED    
 MV0367  ___________________________________________________________________
 MV0367  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 MV0367  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 MV0367
 MV0367  HORZ ORDER  -  FIRST
 MV0367
 MV0367.The horizontal coordinates were established by classical geodetic methods
 MV0367.and adjusted by the National Geodetic Survey in June 1998..
 MV0367
 MV0367.The orthometric height was scaled from a topographic map.
 MV0367
 MV0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0367
 MV0367.The geoid height was determined by GEOID03.
 MV0367
 MV0367;                    North         East     Units Scale Factor Converg.
 MV0367;SPC NV W     - 4,696,923.040   718,009.737   MT  0.99998271   -0 38 24.0
 MV0367;SPC NV W     -15,409,821.67  2,355,670.28   sFT  0.99998271   -0 38 24.0
 MV0367;UTM  11      - 4,544,728.783   284,915.229   MT  1.00016941   -1 40 47.6
 MV0367
 MV0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0367!SPC NV W     -   0.99961027  x   0.99998271  =   0.99959298
 MV0367!UTM  11      -   0.99961027  x   1.00016941  =   0.99977961
 MV0367
 MV0367:                Primary Azimuth Mark                     Grid Az
 MV0367:SPC NV W     -  FOX AZ MK                                113 06 39.2
 MV0367:UTM  11      -  FOX AZ MK                                114 09 02.8
 MV0367
 MV0367|---------------------------------------------------------------------|
 MV0367| PID    Reference Object                     Distance      Geod. Az  |
 MV0367|                                                           dddmmss.s |
 MV0367| CD6576 FOX AZ MK                                          1122815.2 |
 MV0367| CD6578 FOX RM 2                              5.555 METERS 20531     |
 MV0367| CD6577 FOX RM 1                              6.751 METERS 34136     |
 MV0367|---------------------------------------------------------------------|
 MV0367
 MV0367                          SUPERSEDED SURVEY CONTROL
 MV0367
 MV0367  NAD 83(1992)-  41 01 31.41060(N)    119 33 29.90984(W) AD(       ) 1
 MV0367  NAD 83(1986)-  41 01 31.41463(N)    119 33 29.91451(W) AD(       ) 1
 MV0367  NAD 27      -  41 01 31.78100(N)    119 33 26.21700(W) AD(       ) 1
 MV0367
 MV0367.Superseded values are not recommended for survey control.
 MV0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0367.See file dsdata.txt to determine how the superseded data were derived.
 MV0367
 MV0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF8491544729(NAD 83)
 MV0367_MARKER: Z = SEE DESCRIPTION
 MV0367_SETTING: 0 = UNSPECIFIED SETTING
 MV0367
 MV0367  HISTORY     - Date     Condition        Report By
 MV0367  HISTORY     - 1940     MONUMENTED       CGS
 MV0367
 MV0367                          STATION DESCRIPTION
 MV0367
 MV0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MV0367'STATION IS LOCATED ABOUT 36 MILES SE OF EAGLEVILLE, CALIFORNIA,
 MV0367'27-1/2 MILES NNW OF GERLACH, NEVADA, 8 MILES BY ROAD AND TRAIL
 MV0367'SSW OF GRASS VALLEY RANCH, ON THE HIGHEST AND MOST PROMINENT
 MV0367'POINT OF A CONSPICUOUS PEAK, LOCALLY KNOWN AS FOX MOUNTAIN.
 MV0367'THE TOP IS BALD AND RATHER SHARP.  JUST BELOW THE SUMMIT,
 MV0367'THERE IS A CONSIDERABLE GROWTH OF MAHOGANY BRUSH.
 MV0367'
 MV0367'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK
 MV0367'FLUSH WITH THE GROUND ON HIGHEST PART OF HILL.  IT IS STAMPED
 MV0367'FOX 1940.
 MV0367'
 MV0367'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK
 MV0367'FLUSH WITH THE GROUND, ABOUT 22 FEET NNW OF STATION AND ABOUT
 MV0367'3 FEET LOWER THAN STATION MARK.  IT IS STAMPED FOX NO. 1 1940.
 MV0367'
 MV0367'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN BEDROCK FLUSH WITH
 MV0367'GROUND ABOUT 18 FEET SSW OF STATION ABOUT 1 FOOT LOWER THAN
 MV0367'STATION MARK.  STAMPED FOX NO. 2 1940.
 MV0367'
 MV0367'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A LARGE BOULDER
 MV0367'ABOUT 1 MILE ESE OF STATION AT SALT LICK ROCKS, MENTIONED IN
 MV0367'THE BODY OF THE DESCRIPTION, ABOUT 2 FEET HIGHER THAN THE
 MV0367'GROUND.  IT IS STAMPED FOX 1940.  THERE IS A 4 BY 4 WHITE POST,
 MV0367'PROJECTING ABOUT 18 INCHES ABOVE THE GROUND, SET ABOUT 5 FEET
 MV0367'SW OF THE AZIMUTH MARK.
 MV0367'
 MV0367'TO REACH FROM GRASS VALLEY RANCH, GO THROUGH GATE AT THE S
 MV0367'SIDE OF CORRALS AND TURN LEFT, SOUTHWARD, AND FOLLOW WOOD
 MV0367'ROAD 5.2 MILES TO WATER HOLE ON RIGHT, LOCALLY KNOWN AS
 MV0367'SEVENTY-FIVE DOLLAR SPRINGS, CONTINUE S ON DIM ROAD 1.7 MILES
 MV0367'TO SUMMIT (SALT LICK).  AZIMUTH MARK HERE IN LARGE BOULDER AT
 MV0367'THE SALT LICK ROCKS.  PASS TO LEFT, S, OF SALT LICK ROCKS AND
 MV0367'TURN RIGHT, CROSS COUNTRY THROUGH SAGE BRUSH FOR 0.4 MILE TO
 MV0367'BASE OF RIDGE, AND END OF TRUCK TRAVEL.  PACK WESTWARD TO
 MV0367'CREST OF RIDGE, THENCE RIGHT, N, ALONG RIDGE TO HIGHEST POINT
 MV0367'AND STATION.  (40-MINUTE PACK.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0702 ***********************************************************************
 JP0702  DESIGNATION -  FOX
 JP0702  PID         -  JP0702
 JP0702  STATE/COUNTY-  NV/NYE
 JP0702  USGS QUAD   -  TIMBER MTN PASS NE (1971)
 JP0702
 JP0702                         *CURRENT SURVEY CONTROL
 JP0702  ___________________________________________________________________
 JP0702* NAD 83(1994)-  38 11 49.83804(N)    115 03 54.40262(W)     ADJUSTED  
 JP0702* NAVD 88     -      2103.1    (meters)    6900.     (feet)  VERTCON   
 JP0702  ___________________________________________________________________
 JP0702  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 JP0702  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 JP0702
 JP0702  HORZ ORDER  -  THIRD
 JP0702
 JP0702.The horizontal coordinates were established by classical geodetic methods
 JP0702.and adjusted by the National Geodetic Survey in June 1998..
 JP0702
 JP0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0702
 JP0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0702
 JP0702.The geoid height was determined by GEOID03.
 JP0702
 JP0702;                    North         East     Units Scale Factor Converg.
 JP0702;SPC NV C     - 6,383,700.337   640,281.340   MT  1.00014229   +0 59 25.9
 JP0702;SPC NV C     -20,943,856.86  2,100,656.36   sFT  1.00014229   +0 59 25.9
 JP0702;UTM  11      - 4,229,462.045   669,429.807   MT  0.99995355   +1 11 48.3
 JP0702
 JP0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0702!SPC NV C     -   0.99967377  x   1.00014229  =   0.99981601
 JP0702!UTM  11      -   0.99967377  x   0.99995355  =   0.99962734
 JP0702
 JP0702|---------------------------------------------------------------------|
 JP0702| PID    Reference Object                     Distance      Geod. Az  |
 JP0702|                                                           dddmmss.s |
 JP0702| CS8725 FOX RM 2                              3.249 METERS 18923     |
 JP0702| CS8724 FOX RM 1                              5.395 METERS 27910     |
 JP0702|---------------------------------------------------------------------|
 JP0702
 JP0702                          SUPERSEDED SURVEY CONTROL
 JP0702
 JP0702  NAD 83(1994)-  38 11 49.83554(N)    115 03 54.40404(W) AD(       ) 3
 JP0702  NAD 83(1986)-  38 11 49.82919(N)    115 03 54.40666(W) AD(       ) 3
 JP0702  NGVD 29 (01/04/94) 2102.0    (m)         6896.     (f) VERT ANG       
 JP0702
 JP0702.Superseded values are not recommended for survey control.
 JP0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0702.See file dsdata.txt to determine how the superseded data were derived.
 JP0702
 JP0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC6943029462(NAD 83)
 JP0702_MARKER: DS = TRIANGULATION STATION DISK
 JP0702_SETTING: 80 = SET IN A BOULDER
 JP0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0702+STABILITY: SURFACE MOTION
 JP0702
 JP0702  HISTORY     - Date     Condition        Report By
 JP0702  HISTORY     - 1965     MONUMENTED       USGS
 JP0702  HISTORY     - 1970     GOOD             USGS
 JP0702  HISTORY     - 1971     GOOD             USGS
 JP0702
 JP0702                          STATION DESCRIPTION
 JP0702
 JP0702'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 JP0702'LOCATED ABOUT 17 MI S. OF SUNNYSIDE WHIPPLE RANCH, 3.6 MI W. OF
 JP0702'STATE HWY. 38, 2.8 MI NE. OF WHITE RIVER.  ON MOST NORTHERN AND
 JP0702'HIGHEST TOP OF 3-PEAKED MOUNTAIN.
 JP0702'
 JP0702'STATION REACHED BY HELICOPTER.
 JP0702'
 JP0702'STATION MARK--STANDARD TABLET STAMPED---FOX 1965---, IN ROCK IN
 JP0702'PLACE.
 JP0702'
 JP0702'RM 1--STANDARD RM TABLET STAMPED---NO 1 1965---, IN ROCK IN PLACE.
 JP0702'
 JP0702'RM 2--STANDARD RM TABLET STAMPED---NO 2 1965---, IN ROCK IN PLACE.
 JP0702
 JP0702                          STATION RECOVERY (1970)
 JP0702
 JP0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JP0702'RECOVERED AS DESCRIBED BY USGS IN 1965.  ALL MARKS IN GOOD
 JP0702'CONDITION.
 JP0702
 JP0702                          STATION RECOVERY (1971)
 JP0702
 JP0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0702'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1812 ***********************************************************************
 GR1812  DESIGNATION -  FRANCES
 GR1812  PID         -  GR1812
 GR1812  STATE/COUNTY-  NV/CLARK
 GR1812  USGS QUAD   -  MESQUITE (1985)
 GR1812
 GR1812                         *CURRENT SURVEY CONTROL
 GR1812  ___________________________________________________________________
 GR1812* NAD 83(1994)-  36 45 05.31628(N)    114 05 19.49756(W)     ADJUSTED  
 GR1812* NAVD 88     -       613.8    (meters)    2014.     (feet)  VERTCON   
 GR1812  ___________________________________________________________________
 GR1812  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 GR1812  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 GR1812
 GR1812  HORZ ORDER  -  SECOND
 GR1812
 GR1812.The horizontal coordinates were established by classical geodetic methods
 GR1812.and adjusted by the National Geodetic Survey in June 1998..
 GR1812
 GR1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1812
 GR1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1812
 GR1812.The geoid height was determined by GEOID03.
 GR1812
 GR1812;                    North         East     Units Scale Factor Converg.
 GR1812;SPC NV E     - 8,223,092.140   333,458.132   MT  1.00011936   +0 53 39.9
 GR1812;SPC NV E     -26,978,594.80  1,094,020.55   sFT  1.00011936   +0 53 39.9
 GR1812;SPC AZ W     -   637,967.678   183,111.473   MT  0.99994460   -0 12 09.7
 GR1812;SPC AZ W     - 2,093,069.81    600,759.43   iFT  0.99994460   -0 12 09.7
 GR1812;UTM  11      - 4,071,256.280   759,904.265   MT  1.00043229   +1 44 34.5
 GR1812
 GR1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1812!SPC NV E     -   0.99990781  x   1.00011936  =   1.00002716
 GR1812!SPC AZ W     -   0.99990781  x   0.99994460  =   0.99985242
 GR1812!UTM  11      -   0.99990781  x   1.00043229  =   1.00034006
 GR1812
 GR1812|---------------------------------------------------------------------|
 GR1812| PID    Reference Object                     Distance      Geod. Az  |
 GR1812|                                                           dddmmss.s |
 GR1812| CC4805 FRANCES RM 1                          8.860 METERS 00737     |
 GR1812| CC4806 FRANCES RM 2                          9.153 METERS 09419     |
 GR1812| CC4804 FRANCES AZ MK                                      3521620.4 |
 GR1812|---------------------------------------------------------------------|
 GR1812
 GR1812                          SUPERSEDED SURVEY CONTROL
 GR1812
 GR1812  NAD 83(1994)-  36 45 05.31631(N)    114 05 19.49725(W) AD(       ) 2
 GR1812  NAD 83(1992)-  36 45 05.31609(N)    114 05 19.49723(W) AD(       ) 2
 GR1812  NAD 83(1986)-  36 45 05.31233(N)    114 05 19.49495(W) AD(       ) 2
 GR1812  NAD 27      -  36 45 05.39740(N)    114 05 16.61100(W) AD(       ) 2
 GR1812  NGVD 29 (07/19/86)  613.1    (m)         2011.     (f) VERT ANG       
 GR1812
 GR1812.Superseded values are not recommended for survey control.
 GR1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1812.See file dsdata.txt to determine how the superseded data were derived.
 GR1812
 GR1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA5990471256(NAD 83)
 GR1812_MARKER: DS = TRIANGULATION STATION DISK
 GR1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1812
 GR1812  HISTORY     - Date     Condition        Report By
 GR1812  HISTORY     - 1956     MONUMENTED       CGS
 GR1812  HISTORY     - 1960     GOOD             CGS
 GR1812  HISTORY     - 1972     GOOD             AZHD
 GR1812  HISTORY     - 1973     GOOD             NGS
 GR1812
 GR1812                          STATION DESCRIPTION
 GR1812
 GR1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NES)
 GR1812'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF MESQUITE,
 GR1812'2-1/2 MILES SOUTHEAST OF BUNKERSVILLE, ABOUT 2 MILES WEST OF
 GR1812'THE ARIZONA STATE LINE AND ABOUT 2-1/2 MILES SOUTH OF THE
 GR1812'VIRGIN RIVER ON THE DRAINAGE OF THE VIRGIN MOUNTAINS.
 GR1812'
 GR1812'THE STATION IS A STANDARD DISK SET IN CONCRETE AND IT IS
 GR1812'STAMPED FRANCES 1956.  ABOUT 35 FEET WEST OF A NORTH-SOUTH
 GR1812'TRACK ROAD, 30 FEET NORTHWEST OF A 4 BY 4 INCH WHITE WITNESS
 GR1812'POST.
 GR1812'
 GR1812'REFERENCE MARK NO. 1 IS ON THE SAME ELEVATION AS THE STATION.
 GR1812'IT IS A STANDARD DISK STAMPED FRANCES NO 1 1956 AND PROJECTS
 GR1812'ABOUT 3 INCHES.
 GR1812'
 GR1812'REFERENCE MARK NO. 2 IS ABOUT 10 FEET WEST OF A NORTH-SOUTH
 GR1812'TRACK ROAD AND 1 FOOT LOWER THAN THE STATION IT IS A STANDARD
 GR1812'DISK SET IN CONCRETE AND IT IS STAMPED FRANCES NO 2 1956
 GR1812'AND PROJECTS 1 INCH.
 GR1812'
 GR1812'AZIMUTH MARK IS ABOUT 250 FEET WEST OF A SMALL WATER TANK AND
 GR1812'PUMP, AND 80 FEET WEST OF A NORTH-SOUTH TRACK ROAD AND ON
 GR1812'THE TOP OF A SMALL ROUNDED HILL.  IT IS A STANDARD DISK SET
 GR1812'IN A DRILL HOLE IN A BOULDER WHICH IS CEMENTED IN A HOLE.
 GR1812'IT IS STAMPED FRANCES 1956 AND IT IS FLUSH WITH THE GROUND
 GR1812'SURFACE.  AND IS MARKED WITH A 4 BY 4 INCH WITNESS POST.
 GR1812'
 GR1812'TO REACH FROM THE POST OFFICE IN MESQUITE, GO WESTERLY ON
 GR1812'U.S. HIGHWAY 91 FOR 1.4 MILE TO A T ROAD LEFT (SOUTH) TURN
 GR1812'LEFT AS PER SIGN BUNKERSVILLE AND RIVERSIDE FOR 1.1 MILE TO
 GR1812'THE SOUTH SIDE OF THE VIRGIN RIVER BRIDGE, FROM HERE TAKE 3 DIRT
 GR1812'ROAD FROM THE EAST STRAIGHT AHEAD FOR 0.4 MILE TO A FORK
 GR1812'AND WATER TANK MENTIONED, (AZIMUTH MARK IS ON YOUR RIGHT)
 GR1812'TAKE RIGHT FORK STRAIGHT AHEAD SOUTH PASSING WATER TANK ON
 GR1812'THE WEST SIDE FOLLOW MAIN TRAVELED ROAD ON THE WEST SIDE OF
 GR1812'WATER PIPELINE FOR 2.15 MILE TO THE STATION ON THE RIGHT
 GR1812'(WEST) SIDE OF TRACK ROAD.
 GR1812
 GR1812                          STATION RECOVERY (1960)
 GR1812
 GR1812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 GR1812'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GR1812'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 GR1812
 GR1812                          STATION RECOVERY (1972)
 GR1812
 GR1812'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (JHW)
 GR1812'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 GR1812'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 GR1812'THE DESCRIPTION IS ADEQUATE.
 GR1812
 GR1812                          STATION RECOVERY (1973)
 GR1812
 GR1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 GR1812'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 GR1812'MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 GR1812'THE ROUTE TO THE STATION IS ADEQUATE.
 GR1812'
 GR1812'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GR1812'
 GR1812'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 GR1812'SOUTHEAST OF MESQUITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0292 ***********************************************************************
 MV0292  DESIGNATION -  FRANKLIN
 MV0292  PID         -  MV0292
 MV0292  STATE/COUNTY-  NV/HUMBOLDT
 MV0292  USGS QUAD   -  SHYSTER BUTTE (1990)
 MV0292
 MV0292                         *CURRENT SURVEY CONTROL
 MV0292  ___________________________________________________________________
 MV0292* NAD 83(1994)-  41 50 12.72349(N)    118 27 14.77578(W)     ADJUSTED  
 MV0292* NAVD 88     -      2222.7    (meters)    7292.     (feet)  VERTCON   
 MV0292  ___________________________________________________________________
 MV0292  LAPLACE CORR-           7.48  (seconds)                    DEFLEC99
 MV0292  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 MV0292
 MV0292  HORZ ORDER  -  FIRST
 MV0292
 MV0292.The horizontal coordinates were established by classical geodetic methods
 MV0292.and adjusted by the National Geodetic Survey in June 1998..
 MV0292
 MV0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0292
 MV0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0292
 MV0292.The geoid height was determined by GEOID03.
 MV0292
 MV0292;                    North         East     Units Scale Factor Converg.
 MV0292;SPC NV W     - 4,786,588.568   810,732.947   MT  0.99990142   +0 05 10.3
 MV0292;SPC NV W     -15,703,999.33  2,659,879.68   sFT  0.99990142   +0 05 10.3
 MV0292;UTM  11      - 4,632,686.095   379,265.990   MT  0.99977937   -0 58 12.1
 MV0292
 MV0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0292!SPC NV W     -   0.99965460  x   0.99990142  =   0.99955605
 MV0292!UTM  11      -   0.99965460  x   0.99977937  =   0.99943405
 MV0292
 MV0292:                Primary Azimuth Mark                     Grid Az
 MV0292:SPC NV W     -  FRANKLIN AZ MK                           003 07 47.4
 MV0292:UTM  11      -  FRANKLIN AZ MK                           004 11 09.8
 MV0292
 MV0292|---------------------------------------------------------------------|
 MV0292| PID    Reference Object                     Distance      Geod. Az  |
 MV0292|                                                           dddmmss.s |
 MV0292| CD6585 FRANKLIN AZ MK                                     0031257.7 |
 MV0292| MV0293 SPLIT PEAK CAIRN                    APPROX. 2.2 KM 1335810.7 |
 MV0292| CD6586 FRANKLIN RM 1                         9.626 METERS 15518     |
 MV0292| CD6587 FRANKLIN RM 2                        11.692 METERS 28603     |
 MV0292|---------------------------------------------------------------------|
 MV0292
 MV0292                          SUPERSEDED SURVEY CONTROL
 MV0292
 MV0292  NAD 83(1991)-  41 50 12.72449(N)    118 27 14.77519(W) AD(       ) 1
 MV0292  NAD 83(1986)-  41 50 12.72737(N)    118 27 14.77403(W) AD(       ) 1
 MV0292  NAD 27      -  41 50 13.09400(N)    118 27 11.18100(W) AD(       ) 1
 MV0292  NGVD 29 (11/16/90) 2221.4    (m)         7288.     (f) VERT ANG       
 MV0292
 MV0292.Superseded values are not recommended for survey control.
 MV0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0292.See file dsdata.txt to determine how the superseded data were derived.
 MV0292
 MV0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG7926632686(NAD 83)
 MV0292_MARKER: DS = TRIANGULATION STATION DISK
 MV0292_SETTING: 66 = SET IN ROCK OUTCROP
 MV0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0292+STABILITY: POSITION/ELEVATION WELL
 MV0292
 MV0292  HISTORY     - Date     Condition        Report By
 MV0292  HISTORY     - 1935     MONUMENTED       CGS
 MV0292  HISTORY     - 1960     GOOD             USGS
 MV0292  HISTORY     - 1964     GOOD             USGS
 MV0292
 MV0292                          STATION DESCRIPTION
 MV0292
 MV0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 MV0292'STATION IS ON THE N AND HIGHEST POINT OF A BLACK, ROCKY RIDGE THAT
 MV0292'IS LOCALLY KNOWN AS SHYSTER BUTTE.  IT IS 15 MILES SE OF DENIO,
 MV0292'OREGON, AND ABOUT 4 MILES SE OF THE MUD CREEK RANCH OR FRANKLINS
 MV0292'COW CAMP.  THE BUTTE IS THE FIRST HIGH POINT S OF SHYSTER CREEK
 MV0292'AND IS ON THE W SIDE OF THE RANGE AT A POINT 1 MILE NW OF THE
 MV0292'PEAK THAT IS SHOWN ON THE MAP AS SPLIT PEAK BUT THE NAME IS NOT
 MV0292'FAMILIAR LOCALLY.  THE MAIN RANGE IS 4 MILES N AND IS
 MV0292'CONSIDERABLY HIGHER.
 MV0292'
 MV0292'STATION IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 MV0292'OUTCROPPING BEDROCK.  REFERENCE AND AZIMUTH
 MV0292'MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 MV0292'
 MV0292'TO REACH FROM DENIO, OREGON, GO S ON THE WINNEMUCCA HIGHWAY
 MV0292'FOR 10.3 MILES TO COW CAMP MAIL BOX, TURN LEFT AND GO E 5.0
 MV0292'MILES TO THE END OF TRUCK TRAVEL AT THE MUD CREEK RANCH.  SADDLE
 MV0292'AND PACK-HORSES CAN BE OBTAINED HERE.  PASS THROUGH THE GATE AT THE
 MV0292'E SIDE OF THE SHED AND FOLLOW A STEEP TRAIL UP THE E SIDE OF
 MV0292'THE CANYON TO THE TOP AND A GATE, THEN CONTINUE SE ACROSS THE
 MV0292'ROLLING COUNTRY TO A LOG CABIN AND CORRALS IN A CANYON.
 MV0292'THIS IS SHYSTER CREEK.  CROSS THE CANYON AND GO E UP THE STEEP
 MV0292'SLOPE TO THE TOP AND THE STATION.
 MV0292'
 MV0292'AZIMUTH MARK IS ON A VERY PROMINENT ROCK OUTCROP 1/4 MILE
 MV0292'NNW ON THE STEEP SLOPE ABOUT MIDWAY BETWEEN SHYSTER CREEK AND
 MV0292'THE STATION.
 MV0292
 MV0292                          STATION RECOVERY (1960)
 MV0292
 MV0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MV0292'RM OBSERVATIONS AGREE WITH NGS.
 MV0292
 MV0292                          STATION RECOVERY (1964)
 MV0292
 MV0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MV0292'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41118-1 STATION 1003.
 MV0292'STATION MARK--STANDARD DISC WEDGED IN A DRILL HOLE IN OUTCROPPING
 MV0292'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1013 ***********************************************************************
 GR1013  DESIGNATION -  FREE
 GR1013  PID         -  GR1013
 GR1013  STATE/COUNTY-  NV/CLARK
 GR1013  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1013
 GR1013                         *CURRENT SURVEY CONTROL
 GR1013  ___________________________________________________________________
 GR1013* NAD 83(1994)-  36 04 05.87016(N)    115 10 49.33520(W)     ADJUSTED  
 GR1013* NAVD 88     -       684.29   (+/-2cm)    2245.0    (feet)  VERTCON   
 GR1013  ___________________________________________________________________
 GR1013  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 GR1013  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1013
 GR1013  HORZ ORDER  -  SECOND
 GR1013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GR1013
 GR1013.The horizontal coordinates were established by classical geodetic methods
 GR1013.and adjusted by the National Geodetic Survey in June 1998..
 GR1013
 GR1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1013.The vertical order pertains to the NGVD 29 superseded value.
 GR1013
 GR1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1013
 GR1013.The geoid height was determined by GEOID03.
 GR1013
 GR1013;                    North         East     Units Scale Factor Converg.
 GR1013;SPC NV E     - 8,146,323.104   236,297.689   MT  0.99991623   +0 14 14.1
 GR1013;SPC NV E     -26,726,728.38    775,253.33   sFT  0.99991623   +0 14 14.1
 GR1013;UTM  11      - 3,993,055.927   663,865.847   MT  0.99993087   +1 04 17.6
 GR1013
 GR1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1013!SPC NV E     -   0.99989700  x   0.99991623  =   0.99981324
 GR1013!UTM  11      -   0.99989700  x   0.99993087  =   0.99982788
 GR1013
 GR1013|---------------------------------------------------------------------|
 GR1013| PID    Reference Object                     Distance      Geod. Az  |
 GR1013|                                                           dddmmss.s |
 GR1013| GR1015 FREE OFFSET                          53.722 METERS 03937     |
 GR1013| GR1012 FREE RM 1                            10.501 METERS 04341     |
 GR1013| CC4809 FREE WP                               3.817 METERS 08111     |
 GR1013| GR1017 FREE RM 4                             5.893 METERS 21602     |
 GR1013| GR1014 FREE RM 2                            11.985 METERS 27115     |
 GR1013| GR1016 FREE RM 3                             7.307 METERS 34200     |
 GR1013| GR1009 DINGE                               APPROX. 3.2 KM 3564529.1 |
 GR1013|---------------------------------------------------------------------|
 GR1013
 GR1013                          SUPERSEDED SURVEY CONTROL
 GR1013
 GR1013  NAD 83(1992)-  36 04 05.86937(N)    115 10 49.34044(W) AD(       ) 2
 GR1013  NAD 83(1992)-  36 04 05.86807(N)    115 10 49.34000(W) AD(       ) 2
 GR1013  NAD 83(1986)-  36 04 05.86407(N)    115 10 49.32509(W) AD(       ) 2
 GR1013  NAD 27      -  36 04 05.96600(N)    115 10 46.33240(W) AD(       ) 2
 GR1013  NGVD 29 (??/??/92)  683.614  (m)         2242.82   (f) ADJ UNCH    2 0
 GR1013
 GR1013.Superseded values are not recommended for survey control.
 GR1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1013.See file dsdata.txt to determine how the superseded data were derived.
 GR1013
 GR1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6386693056(NAD 83)
 GR1013_MARKER: DS = TRIANGULATION STATION DISK
 GR1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1013_STAMPING: FREE 1957
 GR1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1013+STABILITY: SURFACE MOTION
 GR1013
 GR1013  HISTORY     - Date     Condition        Report By
 GR1013  HISTORY     - 1957     MONUMENTED       CGS
 GR1013  HISTORY     - 1957     GOOD             CGS
 GR1013  HISTORY     - 1959     SEE DESCRIPTION  CGS
 GR1013  HISTORY     - 1963     SEE DESCRIPTION  NVDH
 GR1013  HISTORY     - 1966     MARK NOT FOUND   USGS
 GR1013  HISTORY     - 1969     SEE DESCRIPTION  CGS
 GR1013
 GR1013                          STATION DESCRIPTION
 GR1013
 GR1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR1013'THE STATION IS ABOUT 7-1/2 MILES SOUTH OF DOWNTOWN LAS VEGAS,
 GR1013'0.5 MILE WEST OF U.S. HIGHWAY 91 AND 1-1/2 MILES SOUTH-SOUTHWEST
 GR1013'OF MC CARRAN FIELD ON A HUMP THAT RUNS NORTHEAST-SOUTHWEST
 GR1013'SPARSELY COVERED WITH SAGEBRUSH AND THE HIGHEST HUMP IN THE
 GR1013'VICINITY.
 GR1013'
 GR1013'TO REACH FROM THE JUNCTION OF BOND ROAD AND U.S. HIGHWAY 91
 GR1013'AT THE TROPICANA HOTEL GO SOUTH ON U.S. HIGHWAY 91 FOR 1.45
 GR1013'MILES TO MC CARRAN FIELD CONTINUE ON SOUTH ON U.S. HIGHWAY 91
 GR1013'FOR 0.55 MILE TO A DIRT CROSS ROAD, TURN (WEST) AND GO 0.45
 GR1013'MILE TO A DIRT CROSS ROAD, TURN LEFT (SOUTH) AND GO 0.15 TO
 GR1013'A DIRT TRACK ROAD, TURN LEFT (EAST) AND GO 0.05 MILE TO
 GR1013'STATION.
 GR1013'
 GR1013'THE STATION, UNDERGROUND AND REFERENCE MARKS 1 AND 2 ARE
 GR1013'STANDARD DISKS SET IN CONCRETE POSTS.
 GR1013'
 GR1013'THE STATION MARK, STAMPED FREE 1957 PROJECTS 0.014 METER FROM
 GR1013'GROUND SURFACE, AND IS 12.5 FEET SOUTHWEST OF A 4 X 4 WHITE
 GR1013'WITNESS POST.
 GR1013'
 GR1013'REFERENCE MARK 1, STAMPED FREE NO 1 1957 PROJECTS ABOUT 1 INCH
 GR1013'AND IS ABOUT THE SAME LEVEL AS THE STATION, AND IS 26 FEET NORTH
 GR1013'OF WITNESS POST.
 GR1013'
 GR1013'REFERENCE MARK 2, STAMPED FREE NO 2 1957 PROJECTS ABOUT 3
 GR1013'INCHES AND IS ABOUT 3 FEET LOWER THAN STATION.
 GR1013
 GR1013                          STATION RECOVERY (1957)
 GR1013
 GR1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GR1013'7.6 MI S FROM LAS VEGAS.
 GR1013'7.6 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE CITY HALL IN LAS VEGAS,
 GR1013'THENCE 0.5 MILE WEST ACROSS COUNTRY, 0.05 MILE EAST OF GRADED ROAD, 34
 GR1013'FEET SOUTHWEST OF R.M. 1, 40 FEET EAST OF R.M. 2, 2 FEET WEST OF
 GR1013'WITNESS POST, SET IN A ROUND CONCRETE POST.  NOTE-- 7.35 MILES SOUTH
 GR1013'ALONG U.S. HIGHWAY 91 FROM CITY HALL, 0.55 MILE SOUTH OF MCCARRAN
 GR1013'FIELD, THENCE WEST 0.45 MILE ON DIRT CROSS ROAD, THENCE SOUTH 0.15
 GR1013'MILE ON DIRT CROSS ROAD, THENCE EAST 0.05 MILE TO MARK.
 GR1013
 GR1013                          STATION RECOVERY (1959)
 GR1013
 GR1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GR1013'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GR1013'DESCRIPTION ADEQUATE AND CORRECT.  DISTANCES TO REFERENCE
 GR1013'MARKS CHECKED AND FOUND CORRECT.
 GR1013
 GR1013                          STATION RECOVERY (1963)
 GR1013
 GR1013'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1963
 GR1013'STATION FOUND IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE
 GR1013'DESTROYED.  TWO NEW REFERENCE MARKS WERE SET.
 GR1013
 GR1013                          STATION RECOVERY (1966)
 GR1013
 GR1013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GR1013'MARK NOT FOUND.
 GR1013
 GR1013                          STATION RECOVERY (1969)
 GR1013
 GR1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 GR1013'THIS MARK WAS SEARCHED FOR, BUT NOT FOUND.  DUE TO EXTENSIVE
 GR1013'GRADING IN THE AREA IT IS BELEIVED THAT THE STATION IS LOST.
 GR1013'
 GR1013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.6 MILES
 GR1013'SOUTH OF LAS VEGAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1015 ***********************************************************************
 GR1015  DESIGNATION -  FREE OFFSET
 GR1015  PID         -  GR1015
 GR1015  STATE/COUNTY-  NV/CLARK
 GR1015  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1015
 GR1015                         *CURRENT SURVEY CONTROL
 GR1015  ___________________________________________________________________
 GR1015* NAD 83(1994)-  36 04 07.21274(N)    115 10 47.96617(W)     ADJUSTED  
 GR1015* NAVD 88     -       684.     (meters)    2244.     (feet)  SCALED    
 GR1015  ___________________________________________________________________
 GR1015  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 GR1015  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1015
 GR1015  HORZ ORDER  -  THIRD
 GR1015
 GR1015.The horizontal coordinates were established by classical geodetic methods
 GR1015.and adjusted by the National Geodetic Survey in June 1998..
 GR1015.No horizontal observational check was made to the station.
 GR1015
 GR1015.The orthometric height was scaled from a topographic map.
 GR1015
 GR1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1015
 GR1015.The geoid height was determined by GEOID03.
 GR1015
 GR1015;                    North         East     Units Scale Factor Converg.
 GR1015;SPC NV E     - 8,146,364.623   236,331.773   MT  0.99991626   +0 14 14.9
 GR1015;SPC NV E     -26,726,864.60    775,365.16   sFT  0.99991626   +0 14 14.9
 GR1015;UTM  11      - 3,993,097.939   663,899.324   MT  0.99993100   +1 04 18.4
 GR1015
 GR1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1015!SPC NV E     -   0.99989710  x   0.99991626  =   0.99981337
 GR1015!UTM  11      -   0.99989710  x   0.99993100  =   0.99982811
 GR1015
 GR1015                          SUPERSEDED SURVEY CONTROL
 GR1015
 GR1015  NAD 83(1992)-  36 04 07.21196(N)    115 10 47.97141(W) AD(       ) 3
 GR1015  NAD 83(1992)-  36 04 07.21066(N)    115 10 47.97096(W) AD(       ) 3
 GR1015  NAD 83(1986)-  36 04 07.20664(N)    115 10 47.95605(W) AD(       ) 3
 GR1015  NAD 27      -  36 04 07.30860(N)    115 10 44.96340(W) AD(       ) 3
 GR1015
 GR1015.Superseded values are not recommended for survey control.
 GR1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1015.See file dsdata.txt to determine how the superseded data were derived.
 GR1015
 GR1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6389993098(NAD 83)
 GR1015_MARKER: DD = SURVEY DISK
 GR1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1015_STAMPING: FREE OFFSET
 GR1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1015+STABILITY: SURFACE MOTION
 GR1015
 GR1015  HISTORY     - Date     Condition        Report By
 GR1015  HISTORY     - 1963     MONUMENTED       NVDH
 GR1015  HISTORY     - 1961     GOOD             NVDH
 GR1015
 GR1015                          STATION DESCRIPTION
 GR1015
 GR1015'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1963
 GR1015'STATION IS A BRASS DISK STAMPED FREE OFFSET 1961 SET IN CONCRETE
 GR1015'APPROXIMATELY 176 FEET NE OF TRIANGULATION STATION FREE 1957.
 GR1015'
 GR1015'REFERENCE MARK 3 STAMPED FREE NO 3 1961 AND REFERENCE MARK 4
 GR1015'STAMPED FREE NO 4 1961 WERE SET IN CONCRETE.
 GR1015
 GR1015                          STATION RECOVERY (1961)
 GR1015
 GR1015'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 GR1015'8.1 MI S FROM LAS VEGAS.
 GR1015'7.35 MILES SOUTH ALONG U. S. HIGHWAY 91 FROM THE CITY HALL IN LAS
 GR1015'VEGAS TO A DIRT CROSSROAD (0.55 MILES SOUTH OF MCCARRAN FIELD), THENCE
 GR1015'WEST 0.45 MILES ON A DIRT ROAD TO A CROSSROAD, THENCE SOUTH 0.15 MILES
 GR1015'ON DIRT ROAD, THENCE EAST 0.15 MILES TO THE MARK, 176.253 FEET
 GR1015'NORTHEAST OF TRIANGULATION STATION FREE, AND SET IN THE TOP OF A
 GR1015'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1012 ***********************************************************************
 GR1012  DESIGNATION -  FREE RM 1
 GR1012  PID         -  GR1012
 GR1012  STATE/COUNTY-  NV/CLARK
 GR1012  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1012
 GR1012                         *CURRENT SURVEY CONTROL
 GR1012  ___________________________________________________________________
 GR1012* NAD 83(1986)-  36 04 05.     (N)    115 10 49.     (W)     SCALED    
 GR1012* NAVD 88     -       683.87   (+/-2cm)    2243.7    (feet)  VERTCON   
 GR1012  ___________________________________________________________________
 GR1012  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1012
 GR1012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GR1012
 GR1012.The horizontal coordinates were scaled from a topographic map and have
 GR1012.an estimated accuracy of +/- 6 seconds.
 GR1012
 GR1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1012.The vertical order pertains to the NGVD 29 superseded value.
 GR1012
 GR1012.The geoid height was determined by GEOID03.
 GR1012
 GR1012;                    North         East    Units  Estimated Accuracy
 GR1012;SPC NV E     - 8,146,300.      236,310.      MT  (+/- 180 meters Scaled)
 GR1012
 GR1012                          SUPERSEDED SURVEY CONTROL
 GR1012
 GR1012  NGVD 29 (??/??/92)  683.185  (m)         2241.42   (f) ADJ UNCH    2 0
 GR1012
 GR1012.Superseded values are not recommended for survey control.
 GR1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1012.See file dsdata.txt to determine how the superseded data were derived.
 GR1012
 GR1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV638930(NAD 83)
 GR1012_MARKER: DR = REFERENCE MARK DISK
 GR1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1012_STAMPING: FREE NO 1 1957
 GR1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1012+STABILITY: SURFACE MOTION
 GR1012
 GR1012  HISTORY     - Date     Condition        Report By
 GR1012  HISTORY     - 1957     MONUMENTED       CGS
 GR1012  HISTORY     - 1966     MARK NOT FOUND   USGS
 GR1012
 GR1012                          STATION DESCRIPTION
 GR1012
 GR1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR1012'7.6 MI S FROM LAS VEGAS.
 GR1012'7.6 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE CITY HALL IN LAS VEGAS,
 GR1012'THENCE 0.5 MILE WEST ACROSS COUNTRY, 0.05 MILE EAST OF GRADED ROAD, 34
 GR1012'FEET NORTHEAST OF STATION MARK, SET IN SQUARE CONCRETE POST PROJECTING
 GR1012'4 INCHES ABOVE GROUND.  BEST REACHED AS FOLLOWS. 7.35 MILES SOUTH
 GR1012'ALONG U.S. HIGHWAY 91 FROM CITY HALL, 0.55 MILE SOUTH OF MCCARRAN
 GR1012'FIELD, THENCE WEST 0.45 MILE ON DIRT CROSS ROAD, THENCE SOUTH 0.15
 GR1012'MILE ON DIRT CROSS ROAD, THENCE EAST 0.05 MILE TO MARK.
 GR1012
 GR1012                          STATION RECOVERY (1966)
 GR1012
 GR1012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GR1012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1014 ***********************************************************************
 GR1014  DESIGNATION -  FREE RM 2
 GR1014  PID         -  GR1014
 GR1014  STATE/COUNTY-  NV/CLARK
 GR1014  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1014
 GR1014                         *CURRENT SURVEY CONTROL
 GR1014  ___________________________________________________________________
 GR1014* NAD 83(1986)-  36 04 05.     (N)    115 10 49.     (W)     SCALED    
 GR1014* NAVD 88     -       683.38   (+/-2cm)    2242.1    (feet)  VERTCON   
 GR1014  ___________________________________________________________________
 GR1014  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1014
 GR1014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GR1014
 GR1014.The horizontal coordinates were scaled from a topographic map and have
 GR1014.an estimated accuracy of +/- 6 seconds.
 GR1014
 GR1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1014.The vertical order pertains to the NGVD 29 superseded value.
 GR1014
 GR1014.The geoid height was determined by GEOID03.
 GR1014
 GR1014;                    North         East    Units  Estimated Accuracy
 GR1014;SPC NV E     - 8,146,300.      236,310.      MT  (+/- 180 meters Scaled)
 GR1014
 GR1014                          SUPERSEDED SURVEY CONTROL
 GR1014
 GR1014  NGVD 29 (??/??/92)  682.703  (m)         2239.83   (f) ADJ UNCH    2 0
 GR1014
 GR1014.Superseded values are not recommended for survey control.
 GR1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1014.See file dsdata.txt to determine how the superseded data were derived.
 GR1014
 GR1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV638930(NAD 83)
 GR1014_MARKER: DR = REFERENCE MARK DISK
 GR1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1014_STAMPING: FREE NO 2 1957
 GR1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1014+STABILITY: SURFACE MOTION
 GR1014
 GR1014  HISTORY     - Date     Condition        Report By
 GR1014  HISTORY     - 1957     MONUMENTED       CGS
 GR1014  HISTORY     - 1969     MARK NOT FOUND   USGS
 GR1014
 GR1014                          STATION DESCRIPTION
 GR1014
 GR1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR1014'7.6 MI S FROM LAS VEGAS.
 GR1014'7.6 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE CITY HALL IN LAS VEGAS,
 GR1014'THENCE 0.5 MILE SOUTH U.S. HIGHWAY 91 FROM THE CITY HALL IN LAS VEGAS,
 GR1014'THENCE 0.5 MILE WEST ACROSS COUNTRY, 0.05 MILE EAST OF GRADED ROAD, 39
 GR1014'FEET WEST OF STATION, SET IN A SQUARE CONCRETE POST PROJECTING 4
 GR1014'INCHES ABOVE GROUND.  NOTE-- 7.35 MILES SOUTH ALONG U.S. HIGHWAY 91
 GR1014'FROM CITY HALL, 0.55 MILE SOUTH OF MCCARRAN FIELD, THENCE WEST 0.45
 GR1014'MILE ON DIRT CROSS ROAD, THENCE SOUTH 0.15 MILE ON DIRT CROSS ROAD,
 GR1014'THENCE EAST 0.05 MILE TO MARK.
 GR1014
 GR1014                          STATION RECOVERY (1969)
 GR1014
 GR1014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GR1014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1016 ***********************************************************************
 GR1016  DESIGNATION -  FREE RM 3
 GR1016  PID         -  GR1016
 GR1016  STATE/COUNTY-  NV/CLARK
 GR1016  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1016
 GR1016                         *CURRENT SURVEY CONTROL
 GR1016  ___________________________________________________________________
 GR1016* NAD 83(1986)-  36 04 06.     (N)    115 10 48.     (W)     SCALED    
 GR1016* NAVD 88     -       684.23   (+/-2cm)    2244.8    (feet)  VERTCON   
 GR1016  ___________________________________________________________________
 GR1016  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1016
 GR1016  VERT ORDER  -  THIRD (See Below)
 GR1016
 GR1016.The horizontal coordinates were scaled from a topographic map and have
 GR1016.an estimated accuracy of +/- 6 seconds.
 GR1016
 GR1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1016.The vertical order pertains to the NGVD 29 superseded value.
 GR1016
 GR1016.The geoid height was determined by GEOID03.
 GR1016
 GR1016;                    North         East    Units  Estimated Accuracy
 GR1016;SPC NV E     - 8,146,330.      236,330.      MT  (+/- 180 meters Scaled)
 GR1016
 GR1016                          SUPERSEDED SURVEY CONTROL
 GR1016
 GR1016  NGVD 29 (07/31/00)  683.54   (m)         2242.6    (f) RESET       3  
 GR1016
 GR1016.Superseded values are not recommended for survey control.
 GR1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1016.See file dsdata.txt to determine how the superseded data were derived.
 GR1016
 GR1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV638930(NAD 83)
 GR1016_MARKER: DR = REFERENCE MARK DISK
 GR1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1016_STAMPING: FREE NO. 3 1961
 GR1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1016+STABILITY: SURFACE MOTION
 GR1016
 GR1016  HISTORY     - Date     Condition        Report By
 GR1016  HISTORY     - 1961     MONUMENTED       NVDH
 GR1016
 GR1016                          STATION DESCRIPTION
 GR1016
 GR1016'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 GR1016'8.1 MI S FROM LAS VEGAS.
 GR1016'7.35 MILES SOUTH ALONG U. S. HIGHWAY 91 FROM THE CITY HALL IN LAS
 GR1016'VEGAS TO A DIRT CROSSROAD, (0.55 MILES SOUTH OF MCCARRAN FIELD),
 GR1016'THENCE WEST 0.45 MILES ON DIRT ROAD TO A CROSSROAD, THENCE SOUTH 0.15
 GR1016'MILES ON DIRT ROAD, THENCE EAST 0.15 MILES TO THE MARK 23.973 FEET
 GR1016'NORTH OF TRIANGULATION STATION FREE, AND SET IN THE TOP OF A CONCRETE
 GR1016'POST.  NOTE-- USE W/CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1017 ***********************************************************************
 GR1017  DESIGNATION -  FREE RM 4
 GR1017  PID         -  GR1017
 GR1017  STATE/COUNTY-  NV/CLARK
 GR1017  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1017
 GR1017                         *CURRENT SURVEY CONTROL
 GR1017  ___________________________________________________________________
 GR1017* NAD 83(1986)-  36 04 04.     (N)    115 10 48.     (W)     SCALED    
 GR1017* NAVD 88     -       683.39   (+/-2cm)    2242.1    (feet)  VERTCON   
 GR1017  ___________________________________________________________________
 GR1017  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1017
 GR1017  VERT ORDER  -  THIRD (See Below)
 GR1017
 GR1017.The horizontal coordinates were scaled from a topographic map and have
 GR1017.an estimated accuracy of +/- 6 seconds.
 GR1017
 GR1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1017.The vertical order pertains to the NGVD 29 superseded value.
 GR1017
 GR1017.The geoid height was determined by GEOID03.
 GR1017
 GR1017;                    North         East    Units  Estimated Accuracy
 GR1017;SPC NV E     - 8,146,270.      236,330.      MT  (+/- 180 meters Scaled)
 GR1017
 GR1017                          SUPERSEDED SURVEY CONTROL
 GR1017
 GR1017  NGVD 29 (07/31/00)  682.71   (m)         2239.9    (f) RESET       3  
 GR1017
 GR1017.Superseded values are not recommended for survey control.
 GR1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1017.See file dsdata.txt to determine how the superseded data were derived.
 GR1017
 GR1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV639929(NAD 83)
 GR1017_MARKER: DR = REFERENCE MARK DISK
 GR1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1017_STAMPING: FREE NO. 4 1961
 GR1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1017+STABILITY: SURFACE MOTION
 GR1017
 GR1017  HISTORY     - Date     Condition        Report By
 GR1017  HISTORY     - 1961     MONUMENTED       NVDH
 GR1017
 GR1017                          STATION DESCRIPTION
 GR1017
 GR1017'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 GR1017'8.1 MI S FROM LAS VEGAS.
 GR1017'7.35 MILES SOUTH ALONG U. S. HIGHWAY 91 FROM THE CITY HALL IN LAS
 GR1017'VEGAS TO A DIRT CROSSROAD (0.55 MILES SOUTH OF MCCARRAN FIELD) THENCE
 GR1017'WEST 0.45 MILES ON DIRT ROAD TO A CROSSROAD, THENCE SOUTH 0.15 MILES
 GR1017'ON DIRT ROAD, THENCE EAST 0.15 MILES TO THE MARK, 19.334 FEET
 GR1017'SOUTHWEST OF TRIANGULATION STATION FREE, AND SET IN THE TOP OF A
 GR1017'CONCRETE POST.  NOTE-- USE WITH CAUTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1953 ***********************************************************************
 GR1953  DESIGNATION -  FREMONT
 GR1953  PID         -  GR1953
 GR1953  STATE/COUNTY-  NV/CLARK
 GR1953  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1953
 GR1953                         *CURRENT SURVEY CONTROL
 GR1953  ___________________________________________________________________
 GR1953* NAD 83(1994)-  36 10 15.48935(N)    115 08 37.08089(W)     ADJUSTED  
 GR1953* NAVD 88     -       657.8    (meters)    2158.     (feet)  VERTCON   
 GR1953  ___________________________________________________________________
 GR1953  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 GR1953  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR1953
 GR1953  HORZ ORDER  -  FIRST
 GR1953
 GR1953.The horizontal coordinates were established by classical geodetic methods
 GR1953.and adjusted by the National Geodetic Survey in June 1998..
 GR1953
 GR1953.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1953
 GR1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1953
 GR1953.The geoid height was determined by GEOID03.
 GR1953
 GR1953;                    North         East     Units Scale Factor Converg.
 GR1953;SPC NV E     - 8,157,729.005   239,555.365   MT  0.99991927   +0 15 34.2
 GR1953;SPC NV E     -26,764,149.24    785,941.23   sFT  0.99991927   +0 15 34.2
 GR1953;UTM  11      - 4,004,508.331   666,956.954   MT  0.99994346   +1 05 45.1
 GR1953
 GR1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1953!SPC NV E     -   0.99990116  x   0.99991927  =   0.99982044
 GR1953!UTM  11      -   0.99990116  x   0.99994346  =   0.99984463
 GR1953
 GR1953|---------------------------------------------------------------------|
 GR1953| PID    Reference Object                     Distance      Geod. Az  |
 GR1953|                                                           dddmmss.s |
 GR1953| CC4810 FREMONT RM 1                          7.507 METERS 11851     |
 GR1953| CC4811 FREMONT RM 2                          6.806 METERS 21434     |
 GR1953| GR1957 LAS VEGAS CITY WATER TANK 2         APPROX. 4.9 KM 2551634.6 |
 GR1953| GR1947 LAS VEGAS CITY WATER TANK 1         APPROX. 0.7 KM 2594237.8 |
 GR1953| GR1053 UNION PACIFIC 2                     428.622 METERS 2863353.5 |
 GR1953| GR1051 UNION PACIFIC                       304.192 METERS 28938     |
 GR1953|---------------------------------------------------------------------|
 GR1953
 GR1953                          SUPERSEDED SURVEY CONTROL
 GR1953
 GR1953  NAD 83(1994)-  36 10 15.48987(N)    115 08 37.08489(W) AD(       ) 1
 GR1953  NAD 83(1992)-  36 10 15.49002(N)    115 08 37.08586(W) AD(       ) 1
 GR1953  NAD 83(1992)-  36 10 15.48875(N)    115 08 37.08593(W) AD(       ) 1
 GR1953  NAD 83(1986)-  36 10 15.48224(N)    115 08 37.06850(W) AD(       ) 1
 GR1953  NAD 27      -  36 10 15.59200(N)    115 08 34.06500(W) AD(       ) 1
 GR1953  NGVD 29 (07/19/86)  657.2    (m)         2156.     (f) VERT ANG       
 GR1953
 GR1953.Superseded values are not recommended for survey control.
 GR1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1953.See file dsdata.txt to determine how the superseded data were derived.
 GR1953
 GR1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6695704508(NAD 83)
 GR1953_MARKER: Z = SEE DESCRIPTION
 GR1953_SETTING: 0 = UNSPECIFIED SETTING
 GR1953
 GR1953  HISTORY     - Date     Condition        Report By
 GR1953  HISTORY     - 1956     MONUMENTED       CGS
 GR1953  HISTORY     - 1957     SEE DESCRIPTION  CGS
 GR1953  HISTORY     - 1957     SEE DESCRIPTION  CGS
 GR1953  HISTORY     - 1970     SEE DESCRIPTION  NGS
 GR1953  HISTORY     - 19961122 GOOD             USPSQD
 GR1953
 GR1953                          STATION DESCRIPTION
 GR1953
 GR1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 GR1953'THE STATION IS LOCATED ON THE ROOF OF THE FREMONT HOTEL WHICH
 GR1953'IS ON THE CORNER OF 2ND AND FREMONT STREETS IN LAS VEGAS.  THE
 GR1953'MARK IS 4.95 METERS OR 16.2 FEET NORTHWEST OF THE FLAGPOLE ATOP
 GR1953'THE HOTEL.
 GR1953'
 GR1953'THE STATION MARK, A STANDARD DISK STAMPED FREMONT 1956, IS
 GR1953'SET IN A DRILL HOLE IN THE NORTHWEST END OF THE EAST ONE OF
 GR1953'TWO RAISED CONCRETE BEAMS.
 GR1953'
 GR1953'REFERENCE MARK 1, A STANDARD DISK STAMPED FREMONT NO 1 1956,
 GR1953'IS SET IN A DRILL HOLE NEAR THE SOUTHEAST END OF THE SAME
 GR1953'RAISED CONCRETE BEAM AS THE STATION MARK IS IN.
 GR1953'
 GR1953'REFERENCE MARK 2, A STANDARD DISK STAMPED FREMONT NO 2 1956,
 GR1953'IS SET IN A DRILL HOLE NEAR THE NORTHWEST END OF THE WEST
 GR1953'ONE OF TWO RAISED CONCRETE BEAMS.
 GR1953'
 GR1953'NO AZIMUTH MARK ESTABLISHED.
 GR1953
 GR1953                          STATION RECOVERY (1957)
 GR1953
 GR1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1953'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 GR1953
 GR1953                          STATION RECOVERY (1957)
 GR1953
 GR1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR1953'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN
 GR1953'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 GR1953
 GR1953                          STATION RECOVERY (1970)
 GR1953
 GR1953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GR1953'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND AS
 GR1953'DESCRIBED IN 1956.
 GR1953'
 GR1953'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GR1953'
 GR1953'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LAS VEGAS.
 GR1953
 GR1953                          STATION RECOVERY (1996)
 GR1953
 GR1953'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1982 ***********************************************************************
 GR1982  DESIGNATION -  FRENCH
 GR1982  PID         -  GR1982
 GR1982  STATE/COUNTY-  NV/NYE
 GR1982  USGS QUAD   -  PLUTONIUM VALLEY (1986)
 GR1982
 GR1982                         *CURRENT SURVEY CONTROL
 GR1982  ___________________________________________________________________
 GR1982* NAD 83(1994)-  36 54 48.05163(N)    115 57 03.12841(W)     ADJUSTED  
 GR1982* NAVD 88     -      1609.9    (meters)    5282.     (feet)  VERTCON   
 GR1982  ___________________________________________________________________
 GR1982  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 GR1982  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 GR1982
 GR1982  HORZ ORDER  -  FIRST
 GR1982
 GR1982.The horizontal coordinates were established by classical geodetic methods
 GR1982.and adjusted by the National Geodetic Survey in June 1998..
 GR1982
 GR1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1982
 GR1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1982
 GR1982.The geoid height was determined by GEOID03.
 GR1982
 GR1982;                    North         East     Units Scale Factor Converg.
 GR1982;SPC NV C     - 6,240,251.534   563,780.663   MT  0.99995010   +0 25 47.7
 GR1982;SPC NV C     -20,473,225.24  1,849,670.39   sFT  0.99995010   +0 25 47.7
 GR1982;SPC NV E     - 8,240,075.328   167,251.161   MT  0.99991321   -0 13 14.7
 GR1982;SPC NV E     -27,034,313.81    548,723.18   sFT  0.99991321   -0 13 14.7
 GR1982;UTM  11      - 4,085,773.738   593,454.840   MT  0.99970759   +0 37 48.6
 GR1982
 GR1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1982!SPC NV C     -   0.99975161  x   0.99995010  =   0.99970172
 GR1982!SPC NV E     -   0.99975161  x   0.99991321  =   0.99966484
 GR1982!UTM  11      -   0.99975161  x   0.99970759  =   0.99945927
 GR1982
 GR1982|---------------------------------------------------------------------|
 GR1982| PID    Reference Object                     Distance      Geod. Az  |
 GR1982|                                                           dddmmss.s |
 GR1982| CC4813 FRENCH RM 2                          11.980 METERS 15348     |
 GR1982| CC4812 FRENCH RM 1                           5.575 METERS 26724     |
 GR1982| CC4814 FRENCH RM 3                                        2973055.2 |
 GR1982|---------------------------------------------------------------------|
 GR1982
 GR1982                          SUPERSEDED SURVEY CONTROL
 GR1982
 GR1982  NAD 83(1992)-  36 54 48.05482(N)    115 57 03.13644(W) AD(       ) 1
 GR1982  NAD 83(1986)-  36 54 48.05195(N)    115 57 03.12890(W) AD(       ) 1
 GR1982  NAD 27      -  36 54 48.22100(N)    115 57 00.02200(W) AD(       ) 1
 GR1982  NGVD 29 (07/19/86) 1609.0    (m)         5279.     (f) VERT ANG       
 GR1982
 GR1982.Superseded values are not recommended for survey control.
 GR1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1982.See file dsdata.txt to determine how the superseded data were derived.
 GR1982
 GR1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA9345585774(NAD 83)
 GR1982_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GR1982_SETTING: 66 = SET IN ROCK OUTCROP
 GR1982
 GR1982  HISTORY     - Date     Condition        Report By
 GR1982  HISTORY     - 1933     MONUMENTED       CGS
 GR1982  HISTORY     - 1951     SEE DESCRIPTION  CGS
 GR1982  HISTORY     - 1952     SEE DESCRIPTION  AMS
 GR1982  HISTORY     - 1959     GOOD             USGS
 GR1982
 GR1982                          STATION DESCRIPTION
 GR1982
 GR1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 GR1982'THE STATION IS 13.5 MILES ESE OF CANE SPRING AND 6 MILES SE
 GR1982'OF FRENCHMAN FLAT DRY LAKE AND 12 MILES N OF THE TONOPAH
 GR1982'HIGHWAY AT THE POINT WHERE IT CROSSES THE COUNTY LINE.  ON A
 GR1982'POINT OF THE SPOTTED RANGE CLOSEST TO FRENCHMAN FLAT.
 GR1982'
 GR1982'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 GR1982'DISKS WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK AS DESCRIBED
 GR1982'IN NOTES 2 AND 12A.
 GR1982'
 GR1982'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS NW OF THE STATION
 GR1982'ABOUT 1/4 MILE ON FIRST RIDGE ACROSS CANYON.
 GR1982'
 GR1982'FROM LAS VEGAS TO CANE SPRING--TAKE THE TONOPAH HIGHWAY AND
 GR1982'GO 65.0 MILES, TURN RIGHT OFF HIGHWAY AND GO 26 MILES TO CANE
 GR1982'SPRING.
 GR1982'
 GR1982'REACHED FROM CANE SPRING AS FOLLOWS--TAKE THE LAS VEGAS ROAD,
 GR1982'GO 0.2 MILE TAKE RIGHT FORK, GO 5.0 MILES TAKE RIGHT FORK,
 GR1982'GO 1.0 MILE AND TURN LEFT OFF ROAD ACROSS COUNTRY TOWARDS
 GR1982'HIGHEST POINT, GO 2.5 MILES TO WHERE YOU HIT A ROAD, TURN
 GR1982'RIGHT ON ROAD AND GO 2.2 MILES, HERE TURN OFF ROAD AND GO
 GR1982'TOWARDS HIGHEST POINT 2.6 MILES.  LEAVE TRUCK HERE AND
 GR1982'FOLLOW UP CANYON TO SADDLE, AT SADDLE TURN LEFT TO HIGHEST
 GR1982'POINT.  ABOUT 45 MINUTES PACK.
 GR1982'
 GR1982'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 GR1982
 GR1982                          STATION RECOVERY (1951)
 GR1982
 GR1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GR1982'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GR1982'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 GR1982'
 GR1982'STATION IS LOCATED ON THE HIGHEST POINT OF THE SPOTTED RANGE
 GR1982'JUST EAST OF YUCCA PASS AND SOUTH-EAST OF YUCCA LAKE (DRY),
 GR1982'THAT IS USED FOR A LANDING FIELD.  IT IS ABOUT 4.5 MILES
 GR1982'SOUTHEAST OF YUCCA LAKE, AND ABOUT 5.0 MILES E OF YUCCA PASS
 GR1982'AND THE COMMAND POST OF THE ATOMIC ENERGY COMMISSION.
 GR1982'
 GR1982'TO REACH FROM THE ATOMIC ENERGY COMMAND POST AT THE SUMMIT OF YUCCA
 GR1982'PASS, GO SOUTH FOR 6.6 MILES TO A BLADED ROAD ON THE RIGHT
 GR1982'(WEST), AND A DIM TRACK ROAD ON THE LEFT (EAST).  TURN
 GR1982'LEFT, AND GO EAST ON DIM TRACK ROAD, STAYING ON THE MAIN
 GR1982'TRAVELED ROAD, FOR 3.5 MILES TO A POINT DUE SOUTH ON SADDLE
 GR1982'AND JUST WEST OF THE STATION HILL.  TURN LEFT AND GO NORTH
 GR1982'AND NORTH NORTHEASTERLY, ACROSS COUNTRY, TOWARDS THE MOUTH
 GR1982'OF A DARK COLORED CANYON THAT IS AT THE SOUTHWEST END OF
 GR1982'STATION HILL, FOR ABOUT 3.1 MILES TO THE END OF TRUCK TRAVEL.
 GR1982'FROM HERE PACK EAST NORTHEASTERLY, ALONG THE RIGHT (SOUTH)
 GR1982'SIDE OF DARK COLORED CANYON TO THE SUMMIT OF RIDGE.  THENCE
 GR1982'LEFT (NORTHERLY) TO THE HIGHEST POINT AND STATION.  TIME
 GR1982'OF PACK 55 MINUTES.
 GR1982'
 GR1982'THE STATION WAS ONLY USED AS AN INTERSECTION POINT.
 GR1982
 GR1982                          STATION RECOVERY (1952)
 GR1982
 GR1982'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 GR1982'STATION WAS RECOVERED IN GOOD CONDITION.
 GR1982'
 GR1982'THE AZIMUTH MARK WAS NOT LOCATED, ACROSS CANYON.
 GR1982'
 GR1982'THE STATION IS LOCATED 15-1/2 FEET SW OF A 3 FOOT HIGH, 6 X 8
 GR1982'FOOT ROCK SHELTER.  36 FEET ESE OF AND PERPENDICULAR TO
 GR1982'WEST BREAK IN SLOPE, FLUSH WITH HILLTOP, AND PANELED WITH A
 GR1982'CROSS TARGET.
 GR1982'
 GR1982'TO REACH FROM CENTER OF CAMP MERCURY, GO NORTH ON PAVED ROAD
 GR1982'FOR 15.1 MILES TO A DIM TRAIL TO EAST, OPPOSITE A ROAD TO WEST.
 GR1982'TURN RIGHT (E) AND PROCEED GENERALLY EAST VIA MEANDERING TRAIL FOR
 GR1982'0.7 MILE TO Y TRAIL JUNCTION.  TAKE LEFT FORK AND PROCEED
 GR1982'GENERALLY NE VIA TRAIL FOR 2.6 MILES TO INTERSECTION WITH
 GR1982'TRAIL SE-NW.  TURN LEFT FOR 3.0 MILES ACROSS COUNTRY, VIA
 GR1982'DIM TRAIL, TO END OF TRUCK TRAVEL.  THENCE PACK NORTH TO
 GR1982'HIGH POINT AND STATION SITE.
 GR1982'
 GR1982'THE STATION MARK IS A STANDARD BRONZE DISC, SET IN THE TOP
 GR1982'OF A ROCK OUTCROP, FLUSH WITH THE HILL TOP.
 GR1982'
 GR1982'REFERENCE MARK 1, A STANDARD DISK STAMPED FRENCH NO 1 1933,
 GR1982'IS SET IN ROCK, PROJECTS 0.4 FOOT.
 GR1982'
 GR1982'REFERENCE MARK 2, A STANDARD DISK STAMPED FRENCH NO 2 1933,
 GR1982'IS SET IN ROCK, FLUSH WITH GROUND.
 GR1982'
 GR1982'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 GR1982'WEDGED IN DRILL HOLE IN OUTCROPPING BEDROCK AS DESCRIBED
 GR1982'IN NOTES 2 AND 12A.
 GR1982'
 GR1982'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS NW OF THE STATION
 GR1982'ABOUT 1/4 MILE ON FIRST RIDGE ACROSS CANYON.
 GR1982'
 GR1982'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 GR1982
 GR1982                          STATION RECOVERY (1959)
 GR1982
 GR1982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GR1982'RECOVERED AS DESCRIBED IN 1933 IN NGS DESCRIPTION LIST 36 115 4,
 GR1982'STATION 1001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1029 ***********************************************************************
 AI1029  DESIGNATION -  FRENCH
 AI1029  PID         -  AI1029
 AI1029  STATE/COUNTY-  NV/NYE
 AI1029  USGS QUAD   -  TIERNEY CREEK (1988)
 AI1029
 AI1029                         *CURRENT SURVEY CONTROL
 AI1029  ___________________________________________________________________
 AI1029* NAD 83(1994)-  39 00 45.54033(N)    117 15 49.11354(W)     ADJUSTED  
 AI1029* NAVD 88     -      3286.9    (meters)   10784.     (feet)  VERTCON   
 AI1029  ___________________________________________________________________
 AI1029  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 AI1029  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 AI1029
 AI1029  HORZ ORDER  -  THIRD
 AI1029
 AI1029.The horizontal coordinates were established by classical geodetic methods
 AI1029.and adjusted by the National Geodetic Survey in March 1999..
 AI1029
 AI1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1029
 AI1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1029
 AI1029.The geoid height was determined by GEOID03.
 AI1029
 AI1029;                    North         East     Units Scale Factor Converg.
 AI1029;SPC NV C     - 6,473,172.255   448,300.301   MT  0.99993290   -0 22 32.9
 AI1029;SPC NV C     -21,237,399.31  1,470,798.57   sFT  0.99993290   -0 22 32.9
 AI1029;UTM  11      - 4,318,213.436   477,174.769   MT  0.99960642   -0 09 57.5
 AI1029
 AI1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1029!SPC NV C     -   0.99948806  x   0.99993290  =   0.99942099
 AI1029!UTM  11      -   0.99948806  x   0.99960642  =   0.99909468
 AI1029
 AI1029                          SUPERSEDED SURVEY CONTROL
 AI1029
 AI1029  NGVD 29 (03/11/99) 3285.5    (m)        10779.     (f) VERT ANG       
 AI1029
 AI1029.Superseded values are not recommended for survey control.
 AI1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1029.See file dsdata.txt to determine how the superseded data were derived.
 AI1029
 AI1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD7717518213(NAD 83)
 AI1029_MARKER: DS = TRIANGULATION STATION DISK
 AI1029_SETTING: 66 = SET IN ROCK OUTCROP
 AI1029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1029+STABILITY: POSITION/ELEVATION WELL
 AI1029
 AI1029  HISTORY     - Date     Condition        Report By
 AI1029  HISTORY     - 1955     MONUMENTED       USGS
 AI1029
 AI1029                          STATION DESCRIPTION
 AI1029
 AI1029'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AI1029'LOCATED ABOUT 35 MI SSW OF AUSTIN, 23 MI NW OF ROUND MOUNTAIN, 9 MI NW
 AI1029'OF RO RANCH, 4.5 MI W OF MILLETT RANCH, ON A HIGH ROCKY PEAK ON SOUTH
 AI1029'END OF A SHORT RIDGE ALONG THE CREST OF THE TOIYABE RANGE, JUST N OF
 AI1029'AND ABOUT 1 FT LOWER THAN THE HIGHEST POINT OF TOP. TO REACH FROM
 AI1029'ROUND MOUNTAIN GO W 2.7 MI TO JCT HIGHWAY 8-A, TO NW ALONG HIGHWAY 8-A
 AI1029'FOR 18.3 MI, THENCE W ALONG---SUMMIT CANYON---RD ABOUT 5 MI, THENCE N
 AI1029'ALONG A FAINT TRACK IN THE BOTTOM OF A SHORT N-S CANYON FOR 0.3 MI AND
 AI1029'END OF TRUCK TRAVEL.  PACK UP A STEEP HILL IN A NORTHERLY DIRECTION TO
 AI1029'TOP OF RIDGE, THENCE ALONG THE CREST OF THE RIDGE NORTHERLY FOR 1.5 MI
 AI1029'TO TOP AND STATION.  ABOUT A 3-HOUR PACK. STATION MARK--STANDARD
 AI1029'ALUMINUM TABLET STAMPED---FRENCH 1955---SET IN ROCK IN BOTTOM OF SMALL
 AI1029'DEPRESSION OVER WHICH IS A 3.7 FT CAIRN. REFERENCE MARK NO.
 AI1029'1--STANDARD TABLET SET IN BOULDER, 8.99 FT FROM STATION MARK IN
 AI1029'DIRECTI 28 DEGREE 55 MINUTE. REFERENCE MARK NO. 2--STANDARD TABLET SET
 AI1029'IN BOULDER, 11.76 FT FROM STATION MARK IN DIRECTI 124 DEGREE 53
 AI1029'MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0082 ***********************************************************************
 KQ0082  DESIGNATION -  FRONTIER
 KQ0082  PID         -  KQ0082
 KQ0082  STATE/COUNTY-  NV/LANDER
 KQ0082  USGS QUAD   -  SIMPSON PARK CANYON (1989)
 KQ0082
 KQ0082                         *CURRENT SURVEY CONTROL
 KQ0082  ___________________________________________________________________
 KQ0082* NAD 83(1994)-  39 24 07.88556(N)    116 56 30.09388(W)     ADJUSTED  
 KQ0082* NAVD 88     -      1840.362  (meters)    6037.92   (feet)  ADJUSTED  
 KQ0082  ___________________________________________________________________
 KQ0082  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 KQ0082  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 KQ0082  DYNAMIC HT  -        1838.490 (meters)    6031.78  (feet)  COMP
 KQ0082  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 KQ0082
 KQ0082  HORZ ORDER  -  THIRD
 KQ0082  VERT ORDER  -  FIRST     CLASS II
 KQ0082
 KQ0082.The horizontal coordinates were established by classical geodetic methods
 KQ0082.and adjusted by the National Geodetic Survey in June 1998..
 KQ0082
 KQ0082.The orthometric height was determined by differential leveling
 KQ0082.and adjusted by the National Geodetic Survey in June 1991..
 KQ0082
 KQ0082.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0082
 KQ0082.The geoid height was determined by GEOID03.
 KQ0082
 KQ0082.The dynamic height is computed by dividing the NAVD 88
 KQ0082.geopotential number by the normal gravity value computed on the
 KQ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0082.degrees latitude (g = 980.6199 gals.).
 KQ0082
 KQ0082.The modeled gravity was interpolated from observed gravity values.
 KQ0082
 KQ0082;                    North         East     Units Scale Factor Converg.
 KQ0082;SPC NV C     - 6,516,281.021   476,313.296   MT  0.99990691   -0 10 28.5
 KQ0082;SPC NV C     -21,378,831.98  1,562,704.54   sFT  0.99990691   -0 10 28.5
 KQ0082;UTM  11      - 4,361,411.254   505,020.220   MT  0.99960031   +0 02 13.2
 KQ0082
 KQ0082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0082!SPC NV C     -   0.99971477  x   0.99990691  =   0.99962171
 KQ0082!UTM  11      -   0.99971477  x   0.99960031  =   0.99931520
 KQ0082
 KQ0082|---------------------------------------------------------------------|
 KQ0082| PID    Reference Object                     Distance      Geod. Az  |
 KQ0082|                                                           dddmmss.s |
 KQ0082| KQ0081 FRONTIER RM 1                        12.228 METERS 02054     |
 KQ0082| KQ0079 R 57                                               0971431.8 |
 KQ0082| KQ0083 FRONTIER RM 2                        15.465 METERS 29534     |
 KQ0082|---------------------------------------------------------------------|
 KQ0082
 KQ0082                          SUPERSEDED SURVEY CONTROL
 KQ0082
 KQ0082  NAD 83(1986)-  39 24 07.88686(N)    116 56 30.08523(W) AD(       ) 3
 KQ0082  NAD 27      -  39 24 08.14700(N)    116 56 26.77700(W) AD(       ) 3
 KQ0082  NGVD 29 (??/??/92) 1839.109  (m)         6033.81   (f) ADJ UNCH    1 2
 KQ0082
 KQ0082.Superseded values are not recommended for survey control.
 KQ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0082.See file dsdata.txt to determine how the superseded data were derived.
 KQ0082
 KQ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND0502061411(NAD 83)
 KQ0082_MARKER: DS = TRIANGULATION STATION DISK
 KQ0082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KQ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0082_STAMPING: FRONTIER 1954
 KQ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0082+STABILITY: SURFACE MOTION
 KQ0082
 KQ0082  HISTORY     - Date     Condition        Report By
 KQ0082  HISTORY     - 1954     MONUMENTED       CGS
 KQ0082  HISTORY     - 1955     GOOD             CGS
 KQ0082  HISTORY     - 1955     GOOD             NGS
 KQ0082  HISTORY     - 1957     GOOD             USGS
 KQ0082  HISTORY     - 1976     GOOD             NGS
 KQ0082
 KQ0082                          STATION DESCRIPTION
 KQ0082
 KQ0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0082'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF AUSTIN
 KQ0082'NEAR THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 8A.  IT
 KQ0082'IS 0.2 MILE SOUTH OF U.S. HIGHWAY 50 AND 62 PACES WEST OF THE
 KQ0082'CENTER LINE OF STATE HIGHWAY 8A.
 KQ0082'
 KQ0082'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN, GO EAST
 KQ0082'AND SOUTHEAST ON U.S. HIGHWAY 50 FOR 11.2 MILES TO THE FRONTIER
 KQ0082'MOTEL AND TAVERN.  CONTINUE FOR 0.45 MILE TO THE JUNCTION OF
 KQ0082'STATE HIGHWAY 8A.  GO SOUTH ON STATE HIGHWAY 8A FOR 0.2 MILE,
 KQ0082'THENCE WEST FOR 62 PACES AND THE STATION.  TO REACH THE
 KQ0082'AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 KQ0082'HIGHWAY 8A, GO EAST ON U.S. HIGHWAY 50 FOR 1.55 MILES TO THE
 KQ0082'MARK ON THE LEFT, 112.5 FEET NORTH OF THE CENTER LINE OF THE
 KQ0082'HIGHWAY.
 KQ0082'
 KQ0082'THE STATION, UNDERGROUND AND REFERENCE MARKS 1 AND 2 ARE
 KQ0082'STANDARD DISKS SET IN CONCRETE CYLINDERS.
 KQ0082'
 KQ0082'THE STATION MARK, STAMPED FRONTIER 1954, PROJECTS ABOUT 2
 KQ0082'INCHES.  IT IS 9 FEET SOUTHEAST OF A WITNESS POST AND 8 PACES
 KQ0082'WEST OF A DRAINAGE DITCH.
 KQ0082'
 KQ0082'REFERENCE MARK 1, STAMPED FRONTIER NO 1 1954, IS ABOUT THE
 KQ0082'SAME ELEVATION AS THE STATION AND PROJECTS ABOUT 3 INCHES.
 KQ0082'
 KQ0082'REFERENCE MARK 2, STAMPED FRONTIER NO 2 1954, IS ABOUT 1 FOOT
 KQ0082'HIGHER THAN THE STATION AND PROJECTS ABOUT 2 INCHES.
 KQ0082'
 KQ0082'BENCH MARK R 57 1931 (USGS) WAS USED FOR THE AZIMUTH MARK.
 KQ0082'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING
 KQ0082'ABOUT 1 FOOT.  2 FEET SOUTH OF A WITNESS POST AND 112.5
 KQ0082'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 50.
 KQ0082
 KQ0082                          STATION RECOVERY (1955)
 KQ0082
 KQ0082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 KQ0082'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN
 KQ0082'GOOD CONDITION AS DESCRIBED
 KQ0082
 KQ0082                          STATION RECOVERY (1955)
 KQ0082
 KQ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KQ0082'11.9 MI SE FROM AUSTIN.
 KQ0082'11.7 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0082'AT AUSTIN, THENCE 0.15 MILE SOUTHWEST ALONG STATE HIGHWAY 8 A, ABOUT
 KQ0082'0.4 MILE SOUTHEAST OF THE FRONTIER MOTEL, CAFE, AND GAS STATION, 186.0
 KQ0082'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 50.7 FEET SOUTHEAST
 KQ0082'OF FRONTIER R.M. 2, 40.1 FEET SOUTHWEST OF FRONTIER R.M. 1, 22 FEET
 KQ0082'NORTHWEST OF THE APPROXIMATE CENTER OF A SMALL DRAINAGE DITCH, 8.9
 KQ0082'FEET SOUTH OF A WITNESS POST, ABOUT 13 FEET HIGHER THAN THE HIGHWAY,
 KQ0082'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 KQ0082'GROUND.
 KQ0082
 KQ0082                          STATION RECOVERY (1957)
 KQ0082
 KQ0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KQ0082'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39116-3 STATION 1009.
 KQ0082'STATION MARK--STANDARD DISC STAMPED---FRONTIER 1954---SET IN CONCRETE
 KQ0082'CYLINDER WHICH PROJECTS ABOUT 2 INCHES.
 KQ0082
 KQ0082                          STATION RECOVERY (1976)
 KQ0082
 KQ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 KQ0082'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2
 KQ0082'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 KQ0082'DESCRIPTION IS ADEQUATE.
 KQ0082'
 KQ0082'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTHEAST
 KQ0082'OF AUSTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0081 ***********************************************************************
 KQ0081  DESIGNATION -  FRONTIER RM 1
 KQ0081  PID         -  KQ0081
 KQ0081  STATE/COUNTY-  NV/LANDER
 KQ0081  USGS QUAD   -  SIMPSON PARK CANYON (1989)
 KQ0081
 KQ0081                         *CURRENT SURVEY CONTROL
 KQ0081  ___________________________________________________________________
 KQ0081* NAD 83(1986)-  39 24 08.     (N)    116 56 29.     (W)     SCALED    
 KQ0081* NAVD 88     -      1840.337  (meters)    6037.84   (feet)  ADJUSTED  
 KQ0081  ___________________________________________________________________
 KQ0081  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 KQ0081  DYNAMIC HT  -        1838.465 (meters)    6031.70  (feet)  COMP
 KQ0081  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 KQ0081
 KQ0081  VERT ORDER  -  FIRST     CLASS II
 KQ0081
 KQ0081.The horizontal coordinates were scaled from a topographic map and have
 KQ0081.an estimated accuracy of +/- 6 seconds.
 KQ0081
 KQ0081.The orthometric height was determined by differential leveling
 KQ0081.and adjusted by the National Geodetic Survey in June 1991..
 KQ0081
 KQ0081.The geoid height was determined by GEOID03.
 KQ0081
 KQ0081.The dynamic height is computed by dividing the NAVD 88
 KQ0081.geopotential number by the normal gravity value computed on the
 KQ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0081.degrees latitude (g = 980.6199 gals.).
 KQ0081
 KQ0081.The modeled gravity was interpolated from observed gravity values.
 KQ0081
 KQ0081;                    North         East    Units  Estimated Accuracy
 KQ0081;SPC NV C     - 6,516,280.      476,340.      MT  (+/- 180 meters Scaled)
 KQ0081
 KQ0081                          SUPERSEDED SURVEY CONTROL
 KQ0081
 KQ0081  NGVD 29 (??/??/92) 1839.084  (m)         6033.73   (f) ADJ UNCH    1 2
 KQ0081
 KQ0081.Superseded values are not recommended for survey control.
 KQ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0081.See file dsdata.txt to determine how the superseded data were derived.
 KQ0081
 KQ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND050614(NAD 83)
 KQ0081_MARKER: DR = REFERENCE MARK DISK
 KQ0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0081_STAMPING: FRONTIER NO 1 1954
 KQ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0081+STABILITY: SURFACE MOTION
 KQ0081
 KQ0081  HISTORY     - Date     Condition        Report By
 KQ0081  HISTORY     - 1954     MONUMENTED       CGS
 KQ0081  HISTORY     - 1955     GOOD             NGS
 KQ0081
 KQ0081                          STATION DESCRIPTION
 KQ0081
 KQ0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0081'11.9 MI SE FROM AUSTIN.
 KQ0081'11.7 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0081'AT AUSTIN, THENCE 0.15 MILE SOUTHWEST ALONG STATE HIGHWAY 8 A, 186
 KQ0081'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 40.1 FEET NORTHEAST
 KQ0081'OF FRONTIER TRIANGULATION STATION, 21 FEET NORTHWEST OF THE
 KQ0081'APPROXIMATE CENTER OF A DRAINAGE DITCH, 1.5 FEET WEST OF A WITNESS
 KQ0081'POST, ABOUT 13 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 KQ0081'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0083 ***********************************************************************
 KQ0083  DESIGNATION -  FRONTIER RM 2
 KQ0083  PID         -  KQ0083
 KQ0083  STATE/COUNTY-  NV/LANDER
 KQ0083  USGS QUAD   -  SIMPSON PARK CANYON (1989)
 KQ0083
 KQ0083                         *CURRENT SURVEY CONTROL
 KQ0083  ___________________________________________________________________
 KQ0083* NAD 83(1986)-  39 24 08.     (N)    116 56 29.     (W)     SCALED    
 KQ0083* NAVD 88     -      1841.142  (meters)    6040.48   (feet)  ADJUSTED  
 KQ0083  ___________________________________________________________________
 KQ0083  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 KQ0083  DYNAMIC HT  -        1839.269 (meters)    6034.34  (feet)  COMP
 KQ0083  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 KQ0083
 KQ0083  VERT ORDER  -  FIRST     CLASS II
 KQ0083
 KQ0083.The horizontal coordinates were scaled from a topographic map and have
 KQ0083.an estimated accuracy of +/- 6 seconds.
 KQ0083
 KQ0083.The orthometric height was determined by differential leveling
 KQ0083.and adjusted by the National Geodetic Survey in June 1991..
 KQ0083
 KQ0083.The geoid height was determined by GEOID03.
 KQ0083
 KQ0083.The dynamic height is computed by dividing the NAVD 88
 KQ0083.geopotential number by the normal gravity value computed on the
 KQ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0083.degrees latitude (g = 980.6199 gals.).
 KQ0083
 KQ0083.The modeled gravity was interpolated from observed gravity values.
 KQ0083
 KQ0083;                    North         East    Units  Estimated Accuracy
 KQ0083;SPC NV C     - 6,516,280.      476,340.      MT  (+/- 180 meters Scaled)
 KQ0083
 KQ0083                          SUPERSEDED SURVEY CONTROL
 KQ0083
 KQ0083  NGVD 29 (??/??/92) 1839.890  (m)         6036.37   (f) ADJ UNCH    1 2
 KQ0083
 KQ0083.Superseded values are not recommended for survey control.
 KQ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0083.See file dsdata.txt to determine how the superseded data were derived.
 KQ0083
 KQ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND050614(NAD 83)
 KQ0083_MARKER: DR = REFERENCE MARK DISK
 KQ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0083_STAMPING: FRONTIER NO 2 1954
 KQ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0083+STABILITY: SURFACE MOTION
 KQ0083
 KQ0083  HISTORY     - Date     Condition        Report By
 KQ0083  HISTORY     - 1954     MONUMENTED       CGS
 KQ0083  HISTORY     - 1955     GOOD             NGS
 KQ0083
 KQ0083                          STATION DESCRIPTION
 KQ0083
 KQ0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0083'11.9 MI SE FROM AUSTIN.
 KQ0083'11.7 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0083'AT AUSTIN, THENCE 0.15 MILE SOUTHWEST ALONG STATE HIGHWAY 8 A, 236.6
 KQ0083'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 50.7 FEET NORTHWEST
 KQ0083'OF TRIANGULATION STATION FRONTIER, 1.5 FEET EAST OF A WITNESS POST,
 KQ0083'ABOUT 14 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 KQ0083'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1739 ***********************************************************************
 KR1739  DESIGNATION -  FROST
 KR1739  PID         -  KR1739
 KR1739  STATE/COUNTY-  NV/WASHOE
 KR1739  USGS QUAD   -  PATRICK (1980)
 KR1739
 KR1739                         *CURRENT SURVEY CONTROL
 KR1739  ___________________________________________________________________
 KR1739* NAD 83(1994)-  39 35 10.93607(N)    119 33 28.16864(W)     ADJUSTED  
 KR1739* NAVD 88     -      1710.6    (meters)    5612.     (feet)  VERTCON   
 KR1739  ___________________________________________________________________
 KR1739  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 KR1739  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 KR1739
 KR1739  HORZ ORDER  -  SECOND
 KR1739
 KR1739.The horizontal coordinates were established by classical geodetic methods
 KR1739.and adjusted by the National Geodetic Survey in June 1998..
 KR1739
 KR1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1739
 KR1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1739
 KR1739.The geoid height was determined by GEOID03.
 KR1739
 KR1739;                    North         East     Units Scale Factor Converg.
 KR1739;SPC NV W     - 4,537,145.186   716,292.114   MT  0.99998624   -0 37 15.7
 KR1739;SPC NV W     -14,885,617.16  2,350,035.04   sFT  0.99998624   -0 37 15.7
 KR1739;UTM  11      - 4,384,975.699   280,339.343   MT  1.00019409   -1 37 50.2
 KR1739
 KR1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1739!SPC NV W     -   0.99973547  x   0.99998624  =   0.99972171
 KR1739!UTM  11      -   0.99973547  x   1.00019409  =   0.99992951
 KR1739
 KR1739|---------------------------------------------------------------------|
 KR1739| PID    Reference Object                     Distance      Geod. Az  |
 KR1739|                                                           dddmmss.s |
 KR1739| DB7314 FROST RM 1                           14.899 METERS 06733     |
 KR1739| KR1596 AIRWAY BCN 20 2 MI N OF CLARK       APPROX. 6.1 KM 0954704.2 |
 KR1739| KR1745 BEACON 200 3.5 MI W CLARKS SID      APPROX. 3.7 KM 2034759.9 |
 KR1739| DB7315 FROST RM 2                            8.964 METERS 22137     |
 KR1739|---------------------------------------------------------------------|
 KR1739
 KR1739                          SUPERSEDED SURVEY CONTROL
 KR1739
 KR1739  NAD 83(1992)-  39 35 10.94284(N)    119 33 28.16327(W) AD(       ) 2
 KR1739  NAD 83(1986)-  39 35 10.94442(N)    119 33 28.15317(W) AD(       ) 2
 KR1739  NAD 27      -  39 35 11.25850(N)    119 33 24.49670(W) AD(       ) 2
 KR1739  NGVD 29 (07/19/86) 1709.5    (m)         5609.     (f) VERT ANG       
 KR1739
 KR1739.Superseded values are not recommended for survey control.
 KR1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1739.See file dsdata.txt to determine how the superseded data were derived.
 KR1739
 KR1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8033984976(NAD 83)
 KR1739_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1739_SETTING: 80 = SET IN A BOULDER
 KR1739_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1739
 KR1739  HISTORY     - Date     Condition        Report By
 KR1739  HISTORY     - 1958     MONUMENTED       CGS
 KR1739
 KR1739                          STATION DESCRIPTION
 KR1739
 KR1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1739'THE STATION IS 5 MILES NORTHWEST OF CLARKS STATION (EAGLE-PICHER
 KR1739'MILL), 3 MILES NORTHWEST OF THE 102 RANCH, 2 MILES NORTH OF
 KR1739'THE HIGHWAY AND ON THE SUMMIT OF A HIGH BALD HILL.  IT IS ON
 KR1739'THE EASTERNMOST AND THE HIGHEST POINT OF AN EAST-WEST RIDGE
 KR1739'THAT IS SEPERATED FROM HIGHER HILL TO THE NORTH BY A DEEP
 KR1739'CANYON WITH A TRACK ROAD GOING WEST ALONG THE NORTH SIDE
 KR1739'OF THE STATION HILL.
 KR1739'
 KR1739'TO REACH FROM CLARKS STATION AND THE BRIDGE OVER THE TRUCKEE
 KR1739'RIVER (HERE IS C AND GS STATION BRIDGE), GO WEST ON U.S.
 KR1739'HIGHWAY 40 FOR 1.5 MILES TO THE 102 RANCH AND TRAILER COURT,
 KR1739'CONTINUE WEST FOR 3 MILES TO A SIDE ROAD RIGHT (BM-D147) TURN
 KR1739'RIGHT, NORTH AND GO 0.1 MILE TO A LARGE FLAT AREA, TAKE THE
 KR1739'PLAIN TRACK ROAD LEADING TO THE RIGHT, NORTH-NORTHEAST FOR
 KR1739'0.6 MILE TO A FORK ABOUT 0.1 MILE BEFORE REACHING A BARN.
 KR1739'HERE TAKE THE RIGHT FORK ALONG THE BASE OF THE RIDGE FOR 0.3
 KR1739'MILE, KEEP STRAIGHT AHEAD ON BLADED ROAD AT THE POWER LINE
 KR1739'CROSSING AND GO 0.2 MILE ALONG THE NORTH BASE OF THE RIDGE
 KR1739'TO A POINT NEAR THE END OF THE BLADED STRIP.  HERE TURN
 KR1739'RIGHT, NORTHEAST, DOWN ACROSS THE DRAW THEN LEFT,
 KR1739'NORTH-NORTHWEST, ALONG THE RIGHT SIDE OF THE WASH THEN ACROSS THE
 KR1739'WASH AGAIN AND UP THE FACE OF A WIDE FLAT RIDGE FOR 0.7 TO
 KR1739'WHERE TRAVEL BECOMES ROCKY.  CONTINUE ON UP THE FACE OF THE
 KR1739'RIDGE THROUGH THE ROCKY AREA TO THE CREST OF THE RIDGE FOR
 KR1739'0.3 MILE, TURN RIGHT ALONG THE TOP OF THE RIDGE AND
 KR1739'KEEPING TO THE LEFT OF THE FIRST HIGH POINT GO INTO
 KR1739'SMALL SADDLE AND ON ALONG THE TOP OF THE RIDGE TO A
 KR1739'LARGE SADDLE AT THE BASE OF THE STATION HILL, A DISTANCE
 KR1739'OF 1.1 MILES.  FROM HERE WITH LUCK AND A GOOD TRUCK, PICK
 KR1739'WAY UP STEEP SLOPE TO THE TOP AND THE STATION SITE.  A 4
 KR1739'WHEEL VEHICLE IS NEEDED TO TRAVERSE THROUGH THE ROCKS.
 KR1739'
 KR1739'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 KR1739'DRILL HOLES IN BOULDERS AND STAMPED FROST 1958 WITH THE
 KR1739'REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1300 ***********************************************************************
 JR1300  DESIGNATION -  FSM MARBLE STN 14
 JR1300  PID         -  JR1300
 JR1300  STATE/COUNTY-  NV/LYON
 JR1300  USGS QUAD   -  BUCK BRUSH SPRING (1988)
 JR1300
 JR1300                         *CURRENT SURVEY CONTROL
 JR1300  ___________________________________________________________________
 JR1300* NAD 83(1994)-  38 48 14.11044(N)    118 59 25.40170(W)     ADJUSTED  
 JR1300* NAVD 88     -      1909.8    (meters)    6266.     (feet)  VERTCON   
 JR1300  ___________________________________________________________________
 JR1300  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 JR1300  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 JR1300
 JR1300  HORZ ORDER  -  THIRD
 JR1300
 JR1300.The horizontal coordinates were established by classical geodetic methods
 JR1300.and adjusted by the National Geodetic Survey in June 1998..
 JR1300
 JR1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1300
 JR1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1300
 JR1300.The geoid height was determined by GEOID03.
 JR1300
 JR1300;                    North         East     Units Scale Factor Converg.
 JR1300;SPC NV W     - 4,449,911.773   764,644.555   MT  0.99991539   -0 15 18.3
 JR1300;SPC NV W     -14,599,418.88  2,508,671.34   sFT  0.99991539   -0 15 18.3
 JR1300;UTM  11      - 4,296,899.352   327,166.470   MT  0.99996785   -1 14 51.4
 JR1300
 JR1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1300!SPC NV W     -   0.99970431  x   0.99991539  =   0.99961973
 JR1300!UTM  11      -   0.99970431  x   0.99996785  =   0.99967217
 JR1300
 JR1300                          SUPERSEDED SURVEY CONTROL
 JR1300
 JR1300  NAD 83(1992)-  38 48 14.11475(N)    118 59 25.38896(W) AD(       ) 3
 JR1300  NGVD 29 (03/15/94) 1908.7    (m)         6262.     (f) VERT ANG       
 JR1300
 JR1300.Superseded values are not recommended for survey control.
 JR1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1300.See file dsdata.txt to determine how the superseded data were derived.
 JR1300
 JR1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC2716696899(NAD 83)
 JR1300_MARKER: Z = SEE DESCRIPTION
 JR1300_SETTING: 0 = UNSPECIFIED SETTING
 JR1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1300
 JR1300  HISTORY     - Date     Condition        Report By
 JR1300  HISTORY     - UNK      MONUMENTED
 JR1300  HISTORY     - 1955     GOOD             USGS
 JR1300  HISTORY     - 1963     GOOD             USGS
 JR1300
 JR1300                          STATION DESCRIPTION
 JR1300
 JR1300'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JR1300'LOCATED ABOUT 5 MI NNE. OF SANTA MARGARITA RANCH, 2 MI E. OF EAST
 JR1300'WALKER RIVER.  ON HIGHEST OF TWO, SHARP-POINTED PEAKS OVERLOOKING
 JR1300'EAST WALKER RANCHES S.
 JR1300'
 JR1300'TO REACH FROM JCT. OF STATE HWY. 3 AND U.S. HWY. 95A IN
 JR1300'YERINGTON, DRIVE 10 MI S. ON STATE HWY. 3 TO DIRT RD. E.  GO LEFT
 JR1300'3.7 MI E. ON MAIN RD. TO X-RDS. E. OF WALKER RIVER.  GO RIGHT 5.6
 JR1300'MI S. TO TRAIL LEFT ABOUT 300 FT N. OF ENTRANCE TO RANCH RIGHT.
 JR1300'FOLLOW DIM TRAIL LEFT ABOUT 2 MI.  THEN LEFT 1 MI N. CROSS-COUNTRY
 JR1300'TO BASE OF HILL.  PACK N. TO TOP AND STATION JUST E. OF HIGHEST
 JR1300'POINT AND 4 FT LOWER.  ABOUT A 20-MINUTE PACK.
 JR1300'
 JR1300'STATION MARK--USDA FS DISK
 JR1300'STAMPED---FSM MARBLE STATION 14 VABM LBL 1940---, IN ROCK.
 JR1300
 JR1300                          STATION RECOVERY (1963)
 JR1300
 JR1300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JR1300'RECOVERED AS DESCRIBED.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1299 ***********************************************************************
 JR1299  DESIGNATION -  FSM STA 13
 JR1299  PID         -  JR1299
 JR1299  STATE/COUNTY-  NV/LYON
 JR1299  USGS QUAD   -  PINE GROVE SPRING (1988)
 JR1299
 JR1299                         *CURRENT SURVEY CONTROL
 JR1299  ___________________________________________________________________
 JR1299* NAD 83(1994)-  38 43 49.20314(N)    119 01 54.67956(W)     ADJUSTED  
 JR1299* NAVD 88     -      1832.6    (meters)    6012.     (feet)  VERTCON   
 JR1299  ___________________________________________________________________
 JR1299  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 JR1299  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 JR1299
 JR1299  HORZ ORDER  -  THIRD
 JR1299
 JR1299.The horizontal coordinates were established by classical geodetic methods
 JR1299.and adjusted by the National Geodetic Survey in June 1998..
 JR1299
 JR1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1299
 JR1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1299
 JR1299.The geoid height was determined by GEOID03.
 JR1299
 JR1299;                    North         East     Units Scale Factor Converg.
 JR1299;SPC NV W     - 4,441,760.600   761,002.905   MT  0.99991872   -0 16 50.2
 JR1299;SPC NV W     -14,572,676.24  2,496,723.70   sFT  0.99991872   -0 16 50.2
 JR1299;UTM  11      - 4,288,811.953   323,384.062   MT  0.99998413   -1 16 17.7
 JR1299
 JR1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1299!SPC NV W     -   0.99971642  x   0.99991872  =   0.99963516
 JR1299!UTM  11      -   0.99971642  x   0.99998413  =   0.99970055
 JR1299
 JR1299                          SUPERSEDED SURVEY CONTROL
 JR1299
 JR1299  NAD 83(1992)-  38 43 49.20722(N)    119 01 54.66768(W) AD(       ) 3
 JR1299  NGVD 29 (03/15/94) 1831.5    (m)         6009.     (f) VERT ANG       
 JR1299
 JR1299.Superseded values are not recommended for survey control.
 JR1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1299.See file dsdata.txt to determine how the superseded data were derived.
 JR1299
 JR1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC2338488812(NAD 83)
 JR1299_MARKER: Z = SEE DESCRIPTION
 JR1299_SETTING: 0 = UNSPECIFIED SETTING
 JR1299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1299
 JR1299  HISTORY     - Date     Condition        Report By
 JR1299  HISTORY     - UNK      MONUMENTED
 JR1299  HISTORY     - 1955     GOOD             USGS
 JR1299  HISTORY     - 1957     GOOD             USGS
 JR1299
 JR1299                          STATION DESCRIPTION
 JR1299
 JR1299'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JR1299'RECOVERED AS DESCRIBED BY USFS.  NEW DESCRIPTION FOLLOWS.
 JR1299'
 JR1299'LOCATED ABOUT 2.6 MI NW. OF SANTA MARGARITA RANCH, 2 MI W. OF
 JR1299'EAST WALKER RIVER, 2 MI N. OF CAMBRIDGE MINE, 19 FT NE. OF
 JR1299'HIGHEST HILL IN VICINITY.
 JR1299'
 JR1299'TO REACH FROM JCT. OF STATE HWY. 3 AND U.S. HWY. 95A IN
 JR1299'YERINGTON, DRIVE 11 MI S. ON STATE HWY. 3 TO JCT. WITH EAST
 JR1299'WALKER RANCH RD. WHERE STATE HWY. 3 TURNS W.  TAKE LEFT STRAIGHT
 JR1299'7.7 MI SSE. TO CATTLEGUARD, CONTINUE ON MAIN RD. 1.4 MI TO X-RDS.
 JR1299'(RD. W. IS EVIDENT, TRAIL E. IS DIM).  GO LEFT 1.6 MI TO JCT.
 JR1299'TRAILS IN SADDLE.  GO LEFT 0.5 MI TO END OF RD.  PACK NW. TO TOP
 JR1299'AND STATION.  ABOUT A 10-MINUTE PACK.
 JR1299'
 JR1299'STATION MARK--USDA FS DISK STAMPED---FSM STA 13 VABM LBL 1940---,
 JR1299'IN ROCK.
 JR1299
 JR1299                          STATION RECOVERY (1957)
 JR1299
 JR1299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JR1299'RECOVERED AS DESCRIBED BY USFS AND USGS.  ALL MARKS IN GOOD
 JR1299'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1301 ***********************************************************************
 JR1301  DESIGNATION -  FSM STUD STN 17
 JR1301  PID         -  JR1301
 JR1301  STATE/COUNTY-  NV/LYON
 JR1301  USGS QUAD   -  MITCHELL SPRING (1989)
 JR1301
 JR1301                         *CURRENT SURVEY CONTROL
 JR1301  ___________________________________________________________________
 JR1301* NAD 83(1994)-  38 35 23.10982(N)    118 55 13.18701(W)     ADJUSTED  
 JR1301* NAVD 88     -      2078.7    (meters)    6820.     (feet)  VERTCON   
 JR1301  ___________________________________________________________________
 JR1301  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 JR1301  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 JR1301
 JR1301  HORZ ORDER  -  THIRD
 JR1301
 JR1301.The horizontal coordinates were established by classical geodetic methods
 JR1301.and adjusted by the National Geodetic Survey in June 1998..
 JR1301
 JR1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1301
 JR1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1301
 JR1301.The geoid height was determined by GEOID03.
 JR1301
 JR1301;                    North         East     Units Scale Factor Converg.
 JR1301;SPC NV W     - 4,426,114.702   770,642.286   MT  0.99991061   -0 12 36.7
 JR1301;SPC NV W     -14,521,344.65  2,528,348.90   sFT  0.99991061   -0 12 36.7
 JR1301;UTM  11      - 4,273,001.155   332,752.305   MT  0.99994447   -1 11 53.0
 JR1301
 JR1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1301!SPC NV W     -   0.99967780  x   0.99991061  =   0.99958844
 JR1301!UTM  11      -   0.99967780  x   0.99994447  =   0.99962229
 JR1301
 JR1301                          SUPERSEDED SURVEY CONTROL
 JR1301
 JR1301  NAD 83(1992)-  38 35 23.11318(N)    118 55 13.17856(W) AD(       ) 3
 JR1301  NGVD 29 (03/15/94) 2077.5    (m)         6816.     (f) VERT ANG       
 JR1301
 JR1301.Superseded values are not recommended for survey control.
 JR1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1301.See file dsdata.txt to determine how the superseded data were derived.
 JR1301
 JR1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC3275273001(NAD 83)
 JR1301_MARKER: Z = SEE DESCRIPTION
 JR1301_SETTING: 0 = UNSPECIFIED SETTING
 JR1301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1301
 JR1301  HISTORY     - Date     Condition        Report By
 JR1301  HISTORY     - UNK      MONUMENTED
 JR1301  HISTORY     - 1955     GOOD             USGS
 JR1301  HISTORY     - 1957     GOOD             USGS
 JR1301
 JR1301                          STATION DESCRIPTION
 JR1301
 JR1301'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JR1301'RECOVERED AS DESCRIBED BY USFS.  NEW DESCRIPTION FOLLOWS.
 JR1301'
 JR1301'LOCATED ABOUT 3 MI SE. OF FLYING M RANCH, 2.0 MI NNE. OF MORGAN
 JR1301'RANCH.  ON PROMINENT ROUNDED TOP.
 JR1301'
 JR1301'TO REACH FROM YERINGTON POST OFFICE, DRIVE 10.9 MI S. ON STATE
 JR1301'HWY. 3 TO GRADED DIRT RD. S. TO RANCHES ON EAST WALKER RIVER,
 JR1301'CONTINUE 24.6 MI TO DIRT RD. LEFT AT WIDE WASH.  DRIVE 2.3 MI UP
 JR1301'WASH TO RD. FORKS.  TAKE LEFT FORK 1.1 MI UP WASH TO RD. FORKS.
 JR1301'TAKE LEFT FORK ABOUT 1 MI TO BASE OF MOUNTAIN.  HIKE UPHILL TO
 JR1301'STATION.  A 1/2-HOUR PACK.
 JR1301'
 JR1301'STATION MARK--USDA FS DISK
 JR1301'STAMPED---FSM STATION NO 17 STUD LBL 1940---, CEMENTED IN ROCK
 JR1301'OUTCROP.
 JR1301
 JR1301                          STATION RECOVERY (1957)
 JR1301
 JR1301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JR1301'RECOVERED AS DESCRIBED BY USFS AND USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0919 ***********************************************************************
 GS0919  DESIGNATION -  FUNERAL
 GS0919  PID         -  GS0919
 GS0919  STATE/COUNTY-  NV/NYE
 GS0919  USGS QUAD   -  LEES CAMP (1987)
 GS0919
 GS0919                         *CURRENT SURVEY CONTROL
 GS0919  ___________________________________________________________________
 GS0919* NAD 83(1994)-  36 37 27.14264(N)    116 38 24.74428(W)     ADJUSTED  
 GS0919* NAVD 88     -      1074.     (meters)    3524.     (feet)  SCALED    
 GS0919  ___________________________________________________________________
 GS0919  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 GS0919  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GS0919
 GS0919  HORZ ORDER  -  THIRD
 GS0919
 GS0919.The horizontal coordinates were established by classical geodetic methods
 GS0919.and adjusted by the National Geodetic Survey in June 1998..
 GS0919
 GS0919.The orthometric height was scaled from a topographic map.
 GS0919
 GS0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0919
 GS0919.The geoid height was determined by GEOID03.
 GS0919
 GS0919;                    North         East     Units Scale Factor Converg.
 GS0919;SPC NV C     - 6,207,928.798   502,366.545   MT  0.99990007   +0 00 56.8
 GS0919;SPC NV C     -20,367,179.73  1,648,180.91   sFT  0.99990007   +0 00 56.8
 GS0919;SPC CA 4     -   645,829.993 2,211,044.574   MT  0.99994076   +1 24 28.2
 GS0919;SPC CA 4     - 2,118,860.57  7,254,068.74   sFT  0.99994076   +1 24 28.2
 GS0919;UTM  11      - 4,053,245.931   532,169.904   MT  0.99961275   +0 12 52.7
 GS0919
 GS0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0919!SPC NV C     -   0.99983591  x   0.99990007  =   0.99973599
 GS0919!SPC CA 4     -   0.99983591  x   0.99994076  =   0.99977668
 GS0919!UTM  11      -   0.99983591  x   0.99961275  =   0.99944872
 GS0919
 GS0919:                Primary Azimuth Mark                     Grid Az
 GS0919:SPC NV C     -  T 98 HIGH                                194 35 42.0
 GS0919:SPC CA 4     -  T 98 HIGH                                193 12 10.6
 GS0919:UTM  11      -  T 98 HIGH                                194 23 46.1
 GS0919
 GS0919|---------------------------------------------------------------------|
 GS0919| PID    Reference Object                     Distance      Geod. Az  |
 GS0919|                                                           dddmmss.s |
 GS0919| GS0921 T 98 HIGH                           APPROX. 5.5 KM 1943638.8 |
 GS0919|---------------------------------------------------------------------|
 GS0919
 GS0919                          SUPERSEDED SURVEY CONTROL
 GS0919
 GS0919  NAD 83(1992)-  36 37 27.13476(N)    116 38 24.74513(W) AD(1991.35) 3
 GS0919  NAD 83(1992)-  36 37 27.13481(N)    116 38 24.74517(W) AD(       ) 3
 GS0919  NAD 83(1986)-  36 37 27.13088(N)    116 38 24.74767(W) AD(       ) 3
 GS0919  NAD 27      -  36 37 27.30800(N)    116 38 21.58100(W) AD(       ) 3
 GS0919
 GS0919.Superseded values are not recommended for survey control.
 GS0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0919.See file dsdata.txt to determine how the superseded data were derived.
 GS0919
 GS0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA3217053246(NAD 83)
 GS0919
 GS0919  HISTORY     - Date     Condition        Report By
 GS0919  HISTORY     - 1895     MONUMENTED       CGS
 GS0919
 GS0919                          STATION DESCRIPTION
 GS0919
 GS0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 GS0919'STATION IS ON THE NEXT HIGHEST POINT OF AN OUTSTANDING MASS
 GS0919'OF MOUNTAINS.  A HOLE IN A ROCK MARKS CENTER, WHICH IS ON
 GS0919'ABOUT THE HIGHEST POINT OF THE BROAD TOP AND A CAIRN OF ROCK
 GS0919'SURROUNDS THE POLE MARKING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0506 ***********************************************************************
 LQ0506  DESIGNATION -  FUZZY
 LQ0506  PID         -  LQ0506
 LQ0506  STATE/COUNTY-  NV/ELKO
 LQ0506  USGS QUAD   -  OSINO (1982)
 LQ0506
 LQ0506                         *CURRENT SURVEY CONTROL
 LQ0506  ___________________________________________________________________
 LQ0506* NAD 83(1999)-  40 54 25.01296(N)    115 41 47.52731(W)     ADJUSTED  
 LQ0506* NAVD 88     -      1585.201  (meters)    5200.78   (feet)  ADJUSTED  
 LQ0506  ___________________________________________________________________
 LQ0506  EPOCH DATE  -        1999.37
 LQ0506  X           -  -2,093,680.752 (meters)                     COMP
 LQ0506  Y           -  -4,351,020.563 (meters)                     COMP
 LQ0506  Z           -   4,155,644.742 (meters)                     COMP
 LQ0506  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 LQ0506  ELLIP HEIGHT-        1566.79  (meters)          (05/16/00) GPS OBS
 LQ0506  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 LQ0506  DYNAMIC HT  -        1583.893 (meters)    5196.49  (feet)  COMP
 LQ0506  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 LQ0506
 LQ0506  HORZ ORDER  -  A
 LQ0506  VERT ORDER  -  SECOND    CLASS 0
 LQ0506  ELLP ORDER  -  FOURTH    CLASS I
 LQ0506
 LQ0506.The horizontal coordinates were established by GPS observations
 LQ0506.and adjusted by the National Geodetic Survey in May 2000..
 LQ0506.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 LQ0506.DATUM ITEM on the data sheet items page.
 LQ0506.The horizontal coordinates are valid at the epoch date displayed above.
 LQ0506.The epoch date for horizontal control is a decimal equivalence
 LQ0506.of Year/Month/Day.
 LQ0506
 LQ0506.The orthometric height was determined by differential leveling
 LQ0506.and adjusted by the National Geodetic Survey in June 1991..
 LQ0506
 LQ0506.Photographs are available for this station.
 LQ0506
 LQ0506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LQ0506
 LQ0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0506
 LQ0506.The ellipsoidal height was determined by GPS observations
 LQ0506.and is referenced to NAD 83.
 LQ0506
 LQ0506.The geoid height was determined by GEOID03.
 LQ0506
 LQ0506.The dynamic height is computed by dividing the NAVD 88
 LQ0506.geopotential number by the normal gravity value computed on the
 LQ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0506.degrees latitude (g = 980.6199 gals.).
 LQ0506
 LQ0506.The modeled gravity was interpolated from observed gravity values.
 LQ0506
 LQ0506;                    North         East     Units Scale Factor Converg.
 LQ0506;SPC NV E     - 8,683,319.093   190,463.297   MT  0.99990112   -0 04 26.9
 LQ0506;SPC NV E     -28,488,522.72    624,878.33   sFT  0.99990112   -0 04 26.9
 LQ0506;UTM  11      - 4,529,245.274   609,778.767   MT  0.99974833   +0 51 13.1
 LQ0506
 LQ0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0506!SPC NV E     -   0.99975429  x   0.99990112  =   0.99965544
 LQ0506!UTM  11      -   0.99975429  x   0.99974833  =   0.99950268
 LQ0506
 LQ0506|---------------------------------------------------------------------|
 LQ0506| PID    Reference Object                     Distance      Geod. Az  |
 LQ0506|                                                           dddmmss.s |
 LQ0506| LQ0507 FUZZY RM 1                            8.794 METERS 03947     |
 LQ0506| LQ0505 FUZZY RM 2                            8.087 METERS 16618     |
 LQ0506| LQ0501 CARLO                               APPROX. 4.0 KM 2100442.4 |
 LQ0506|---------------------------------------------------------------------|
 LQ0506
 LQ0506                          SUPERSEDED SURVEY CONTROL
 LQ0506
 LQ0506  NAD 83(1994)-  40 54 25.01624(N)    115 41 47.52321(W) AD(       ) 2
 LQ0506  NAD 83(1986)-  40 54 25.01779(N)    115 41 47.51719(W) AD(       ) 2
 LQ0506  NAD 27      -  40 54 25.30220(N)    115 41 44.27710(W) AD(       ) 2
 LQ0506  NAVD 88 (05/16/00) 1585.20   (m)         5200.8    (f) LEVELING    3  
 LQ0506  NGVD 29 (??/??/92) 1584.06   (m)         5197.0    (f) COMPUTED    2 0
 LQ0506
 LQ0506.Superseded values are not recommended for survey control.
 LQ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0506.See file dsdata.txt to determine how the superseded data were derived.
 LQ0506
 LQ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0977929245(NAD 83)
 LQ0506_MARKER: DS = TRIANGULATION STATION DISK
 LQ0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0506_STAMPING: FUZZY 1957
 LQ0506_MARK LOGO: CGS   
 LQ0506_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0506+STABILITY: SURFACE MOTION
 LQ0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0506+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1999
 LQ0506
 LQ0506  HISTORY     - Date     Condition        Report By
 LQ0506  HISTORY     - 1957     MONUMENTED       CGS
 LQ0506  HISTORY     - 1957     GOOD             CGS
 LQ0506  HISTORY     - 19991018 GOOD             NGS
 LQ0506
 LQ0506                          STATION DESCRIPTION
 LQ0506
 LQ0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0506'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF ELKO AND
 LQ0506'ABOUT 50 YARDS NORTHWEST OF U.S. HIGHWAY 40.  IT IS ON THE
 LQ0506'SUMMIT OF A LOW HILL.
 LQ0506'
 LQ0506'TO REACH FROM THE COURTHOUSE IN ELKO, GO NORTHEAST ON U.S.
 LQ0506'HIGHWAY 40 FOR 6.2 MILES TO THE STATION ON LEFT AT TOP OF
 LQ0506'STEEP BANK.  TO DRIVE A TRUCK TO THE STATION, CONTINUE NORTHEAST
 LQ0506'ON THE HIGHWAY FOR 0.5 MILE TO A WIRE GATE ON THE LEFT.  TURN
 LQ0506'LEFT THROUGH THE GATE, THEN FOLLOW DIM TRACKS SOUTHWESTERLY
 LQ0506'FOR 0.5 MILE TO STATION.
 LQ0506'
 LQ0506'THE STATION MARK, STAMPED FUZZY 1957, IS A STANDARD BRONZE DISK
 LQ0506'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2
 LQ0506'INCHES.  IT IS 43 FEET SOUTHEAST OF POWER POLE NO. 1050 AND
 LQ0506'6 FEET WEST OF A WHITE WITNESS POST.
 LQ0506'
 LQ0506'REFERENCE MARK NO. 1, STAMPED FUZZY NO 1 1957, IS A STANDARD
 LQ0506'BRONZE DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LQ0506'PROJECTS 4 INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE STATION
 LQ0506'MARK.
 LQ0506'
 LQ0506'REFERENCE MARK NO. 2, STAMPED FUZZY NO 2 1957, IS A STANDARD
 LQ0506'BRONZE DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LQ0506'4 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 LQ0506
 LQ0506                          STATION RECOVERY (1957)
 LQ0506
 LQ0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0506'6.2 MI NE FROM ELKO.
 LQ0506'6.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0506'IDAHO STREETS AT ELKO, 150 PACES NORTHWEST OF HIGHWAY ON TOP OF A
 LQ0506'SMALL HILL, 28.9 FEET SOUTHWEST OF R.M. 1, 26.6 FEET NORTH OF R.M. 2,
 LQ0506'5.5 FEET WEST OF WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING
 LQ0506'3 INCHES ABOVE GROUND SURFACE.
 LQ0506
 LQ0506                          STATION RECOVERY (1999)
 LQ0506
 LQ0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 LQ0506'TO REACH FROM THE UNDERPASS OF EXIT 303 ON INTESTATE 80, PROCEED
 LQ0506'EASTERLY 0.15 MILES (0.24 KM) ON EAST JENNINGS WAY TO THE INTERSECTION
 LQ0506'OF EAST JENNINGS WAY AND IDAHO STREET (OLD U.S.  HWY 40) , PASS THE
 LQ0506'KITTREDGE CANYON UNDERPASS AT 1.1 MILE, (1.8 KM) PASS THE UNDERPASS TO
 LQ0506'THE YOUTH TRAINING CENTER AND NEVADA DIVISION OF FORESTRY AT 2.45
 LQ0506'MILES, (3.94 KM) PASS THE UNDERPASS AT WHITE ROCK ROAD AT 4.5 MILES
 LQ0506'(7.2 KM) TO A WIDE SPOT ON THE EAST SIDE OF OLD U.S.  HWY 40 AT 4.7
 LQ0506'MILES, (7.6 KM) PARK HERE.  STATION FUZZY IS LOCATED ON THE SOUTHEAST
 LQ0506'END OF A NORTH SOUTH RIDGE APPROXMATELY 300 FEET (91.4 M) TO THE
 LQ0506'SOUTHWEST.  YOU MUST CROSS A BARBED WIRE FENCE AND CLIMB UPHILL TO THE
 LQ0506'STATION.  THE ONLY WAY TO DRIVE IS TO GET PERMISSION FROM THE
 LQ0506'LANDOWNER TO THE SOUTH AND DRIVE NORTH ALONG FENCE TO TOP OF HILL.
 LQ0506'BOTH REFERENCE MONUMENTS ARE IN POSITION AND ARE IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0507 ***********************************************************************
 LQ0507  DESIGNATION -  FUZZY RM 1
 LQ0507  PID         -  LQ0507
 LQ0507  STATE/COUNTY-  NV/ELKO
 LQ0507  USGS QUAD   -  OSINO (1982)
 LQ0507
 LQ0507                         *CURRENT SURVEY CONTROL
 LQ0507  ___________________________________________________________________
 LQ0507* NAD 83(1986)-  40 54 25.     (N)    115 41 47.     (W)     SCALED    
 LQ0507* NAVD 88     -      1584.745  (meters)    5199.28   (feet)  ADJUSTED  
 LQ0507  ___________________________________________________________________
 LQ0507  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 LQ0507  DYNAMIC HT  -        1583.438 (meters)    5195.00  (feet)  COMP
 LQ0507  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 LQ0507
 LQ0507  VERT ORDER  -  SECOND    CLASS 0
 LQ0507
 LQ0507.The horizontal coordinates were scaled from a topographic map and have
 LQ0507.an estimated accuracy of +/- 6 seconds.
 LQ0507
 LQ0507.The orthometric height was determined by differential leveling
 LQ0507.and adjusted by the National Geodetic Survey in June 1991..
 LQ0507
 LQ0507.The geoid height was determined by GEOID03.
 LQ0507
 LQ0507.The dynamic height is computed by dividing the NAVD 88
 LQ0507.geopotential number by the normal gravity value computed on the
 LQ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0507.degrees latitude (g = 980.6199 gals.).
 LQ0507
 LQ0507.The modeled gravity was interpolated from observed gravity values.
 LQ0507
 LQ0507;                    North         East    Units  Estimated Accuracy
 LQ0507;SPC NV E     - 8,683,320.      190,480.      MT  (+/- 180 meters Scaled)
 LQ0507
 LQ0507                          SUPERSEDED SURVEY CONTROL
 LQ0507
 LQ0507  NGVD 29 (??/??/92) 1583.61   (m)         5195.6    (f) COMPUTED    2 0
 LQ0507
 LQ0507.Superseded values are not recommended for survey control.
 LQ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0507.See file dsdata.txt to determine how the superseded data were derived.
 LQ0507
 LQ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF097292(NAD 83)
 LQ0507_MARKER: DR = REFERENCE MARK DISK
 LQ0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0507_STAMPING: FUZZY NO 1 1957
 LQ0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0507+STABILITY: SURFACE MOTION
 LQ0507
 LQ0507  HISTORY     - Date     Condition        Report By
 LQ0507  HISTORY     - 1957     MONUMENTED       CGS
 LQ0507
 LQ0507                          STATION DESCRIPTION
 LQ0507
 LQ0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0507'6.2 MI NE FROM ELKO.
 LQ0507'6.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0507'IDAHO STREETS AT ELKO, 150 PACES NORTHWEST OF HIGHWAY ON TOP OF A
 LQ0507'SMALL HILL, 28.9 FEET NORTHEAST OF STATION MARK, SET IN A ROUND
 LQ0507'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0505 ***********************************************************************
 LQ0505  DESIGNATION -  FUZZY RM 2
 LQ0505  PID         -  LQ0505
 LQ0505  STATE/COUNTY-  NV/ELKO
 LQ0505  USGS QUAD   -  OSINO (1982)
 LQ0505
 LQ0505                         *CURRENT SURVEY CONTROL
 LQ0505  ___________________________________________________________________
 LQ0505* NAD 83(1986)-  40 54 25.     (N)    115 41 47.     (W)     SCALED    
 LQ0505* NAVD 88     -      1584.800  (meters)    5199.46   (feet)  ADJUSTED  
 LQ0505  ___________________________________________________________________
 LQ0505  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 LQ0505  DYNAMIC HT  -        1583.493 (meters)    5195.18  (feet)  COMP
 LQ0505  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 LQ0505
 LQ0505  VERT ORDER  -  SECOND    CLASS 0
 LQ0505
 LQ0505.The horizontal coordinates were scaled from a topographic map and have
 LQ0505.an estimated accuracy of +/- 6 seconds.
 LQ0505
 LQ0505.The orthometric height was determined by differential leveling
 LQ0505.and adjusted by the National Geodetic Survey in June 1991..
 LQ0505
 LQ0505.The geoid height was determined by GEOID03.
 LQ0505
 LQ0505.The dynamic height is computed by dividing the NAVD 88
 LQ0505.geopotential number by the normal gravity value computed on the
 LQ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0505.degrees latitude (g = 980.6199 gals.).
 LQ0505
 LQ0505.The modeled gravity was interpolated from observed gravity values.
 LQ0505
 LQ0505;                    North         East    Units  Estimated Accuracy
 LQ0505;SPC NV E     - 8,683,320.      190,480.      MT  (+/- 180 meters Scaled)
 LQ0505
 LQ0505                          SUPERSEDED SURVEY CONTROL
 LQ0505
 LQ0505  NGVD 29 (??/??/92) 1583.663  (m)         5195.73   (f) ADJ UNCH    2 0
 LQ0505
 LQ0505.Superseded values are not recommended for survey control.
 LQ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0505.See file dsdata.txt to determine how the superseded data were derived.
 LQ0505
 LQ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF097292(NAD 83)
 LQ0505_MARKER: DR = REFERENCE MARK DISK
 LQ0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0505_STAMPING: FUZZY NO 2 1957
 LQ0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0505+STABILITY: SURFACE MOTION
 LQ0505
 LQ0505  HISTORY     - Date     Condition        Report By
 LQ0505  HISTORY     - 1957     MONUMENTED       CGS
 LQ0505
 LQ0505                          STATION DESCRIPTION
 LQ0505
 LQ0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0505'6.2 MI NE FROM ELKO.
 LQ0505'6.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0505'IDAHO STREETS AT ELKO, 150 PACES NORTHWEST OF HIGHWAY ON TOP OF A
 LQ0505'SMALL HILL, 26.6 FEET SOUTH OF THE STATION MARK, SET IN A ROUND
 LQ0505'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0191 ***********************************************************************
 FS0191  DESIGNATION -  G
 FS0191  PID         -  FS0191
 FS0191  STATE/COUNTY-  NV/CLARK
 FS0191  USGS QUAD   -  HIDDEN VALLEY (1989)
 FS0191
 FS0191                         *CURRENT SURVEY CONTROL
 FS0191  ___________________________________________________________________
 FS0191* NAD 83(1986)-  35 52 16.     (N)    115 14 15.     (W)     SCALED    
 FS0191* NAVD 88     -       952.414  (meters)    3124.71   (feet)  POSTED    
 FS0191  ___________________________________________________________________
 FS0191  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FS0191  DYNAMIC HT  -         951.380 (meters)    3121.32  (feet)  COMP
 FS0191  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 FS0191
 FS0191  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0191
 FS0191.The horizontal coordinates were scaled from a topographic map and have
 FS0191.an estimated accuracy of +/- 6 seconds.
 FS0191
 FS0191.The orthometric height was determined by differential leveling
 FS0191.and adjusted by the National Geodetic Survey in 1992..
 FS0191.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0191.rate of 0.0 thru 1.0 mm/km.
 FS0191
 FS0191.The geoid height was determined by GEOID03.
 FS0191
 FS0191.The dynamic height is computed by dividing the NAVD 88
 FS0191.geopotential number by the normal gravity value computed on the
 FS0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0191.degrees latitude (g = 980.6199 gals.).
 FS0191
 FS0191.The modeled gravity was interpolated from observed gravity values.
 FS0191
 FS0191;                    North         East    Units  Estimated Accuracy
 FS0191;SPC NV E     - 8,124,430.      231,230.      MT  (+/- 180 meters Scaled)
 FS0191
 FS0191                          SUPERSEDED SURVEY CONTROL
 FS0191
 FS0191  NGVD 29 (??/??/92)  951.612  (m)         3122.08   (f) ADJ UNCH    1 2
 FS0191
 FS0191.Superseded values are not recommended for survey control.
 FS0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0191.See file dsdata.txt to determine how the superseded data were derived.
 FS0191
 FS0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV591710(NAD 83)
 FS0191_MARKER: Z = SEE DESCRIPTION
 FS0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0191_STAMPING: U S B M
 FS0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0191+STABILITY: SURFACE MOTION
 FS0191
 FS0191  HISTORY     - Date     Condition        Report By
 FS0191  HISTORY     - UNK      MONUMENTED       CGS
 FS0191  HISTORY     - 1949     GOOD             NGS
 FS0191  HISTORY     - 1958     GOOD             NGS
 FS0191
 FS0191                          STATION DESCRIPTION
 FS0191
 FS0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0191'8.2 MI N FROM JEAN.
 FS0191'8.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0191'AT JEAN, 33 FEET NORTHEAST OF THE 11TH POLE NORTHEAST OF THE
 FS0191'ABANDONED STATION HOUSE AT ERIE, 159 1/2 FEET SOUTHWEST OF THE
 FS0191'ERIE SIDING SIGN, 57.6 FEET NORTHWEST OF THE NORTHWEST RAIL,
 FS0191'3 FEET SOUTHWEST OF A SMALL CAIRN, ABOUT LEVEL WITH THE TRACK,
 FS0191'CHISELED IN THE TOP OF A 6- BY 6-INCH SQUARE RED SANDSTONE POST,
 FS0191'AND MARKED BY THE CHISELED LETTERS U S B M.
 FS0191
 FS0191                          STATION RECOVERY (1958)
 FS0191
 FS0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FS0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0712 ***********************************************************************
 GR0712  DESIGNATION -  G 1
 GR0712  PID         -  GR0712
 GR0712  STATE/COUNTY-  NV/CLARK
 GR0712  USGS QUAD   -  UTE (1983)
 GR0712
 GR0712                         *CURRENT SURVEY CONTROL
 GR0712  ___________________________________________________________________
 GR0712* NAD 83(1986)-  36 37 02.     (N)    114 40 28.     (W)     SCALED    
 GR0712* NAVD 88     -       544.837  (meters)    1787.52   (feet)  POSTED    
 GR0712  ___________________________________________________________________
 GR0712  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 GR0712  DYNAMIC HT  -         544.310 (meters)    1785.79  (feet)  COMP
 GR0712  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 GR0712
 GR0712  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0712
 GR0712.The horizontal coordinates were scaled from a topographic map and have
 GR0712.an estimated accuracy of +/- 6 seconds.
 GR0712
 GR0712.The orthometric height was determined by differential leveling
 GR0712.and adjusted by the National Geodetic Survey in 1992..
 GR0712.No vertical observational check was made to the station.
 GR0712.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0712.was located on a no-check spur therefore a value was not computed.
 GR0712.WARNING-Repeat measurements at this control monument indicate possible
 GR0712.vertical movement.
 GR0712
 GR0712.The geoid height was determined by GEOID03.
 GR0712
 GR0712.The dynamic height is computed by dividing the NAVD 88
 GR0712.geopotential number by the normal gravity value computed on the
 GR0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0712.degrees latitude (g = 980.6199 gals.).
 GR0712
 GR0712.The modeled gravity was interpolated from observed gravity values.
 GR0712
 GR0712;                    North         East    Units  Estimated Accuracy
 GR0712;SPC NV E     - 8,207,540.      281,300.      MT  (+/- 180 meters Scaled)
 GR0712
 GR0712                          SUPERSEDED SURVEY CONTROL
 GR0712
 GR0712  NGVD 29 (??/??/92)  544.17   (m)         1785.3    (f) COMPUTED    1 2
 GR0712
 GR0712.Superseded values are not recommended for survey control.
 GR0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0712.See file dsdata.txt to determine how the superseded data were derived.
 GR0712
 GR0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA079549(NAD 83)
 GR0712_MARKER: DB = BENCH MARK DISK
 GR0712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0712_SP_SET: WALL
 GR0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0712
 GR0712  HISTORY     - Date     Condition        Report By
 GR0712  HISTORY     - UNK      MONUMENTED       CGS
 GR0712  HISTORY     - 1949     GOOD             NGS
 GR0712
 GR0712                          STATION DESCRIPTION
 GR0712
 GR0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0712'5.0 MI SW FROM MOAPA.
 GR0712'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE UNION PACIFIC RAILROAD. AT
 GR0712'BYRON STATION.  49 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACKS.
 GR0712'4.6 FEET ABOVE THE GROUND.  AT THE SOUTHWEST CORNER, IN THE VERTICAL
 GR0712'WALL FACING THE TRACKS OF THE SOUTHWEST ONE OF TWO CONCRETE SECTION
 GR0712'HOUSES.  SET VERTICALLY.  STD. DISK B M IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0585 ***********************************************************************
 LR0585  DESIGNATION -  G 101
 LR0585  PID         -  LR0585
 LR0585  STATE/COUNTY-  NV/PERSHING
 LR0585  USGS QUAD   -  PANTHER CANYON (1990)
 LR0585
 LR0585                         *CURRENT SURVEY CONTROL
 LR0585  ___________________________________________________________________
 LR0585* NAD 83(1986)-  40 30 31.     (N)    117 36 20.     (W)     SCALED    
 LR0585* NAVD 88     -      1476.978  (meters)    4845.72   (feet)  ADJUSTED  
 LR0585  ___________________________________________________________________
 LR0585  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 LR0585  DYNAMIC HT  -        1475.742 (meters)    4841.66  (feet)  COMP
 LR0585  MODELED GRAV-     979,736.7   (mgal)                       NAVD 88
 LR0585
 LR0585  VERT ORDER  -  SECOND    CLASS 0
 LR0585
 LR0585.The horizontal coordinates were scaled from a topographic map and have
 LR0585.an estimated accuracy of +/- 6 seconds.
 LR0585
 LR0585.The orthometric height was determined by differential leveling
 LR0585.and adjusted by the National Geodetic Survey in June 1991..
 LR0585
 LR0585.The geoid height was determined by GEOID03.
 LR0585
 LR0585.The dynamic height is computed by dividing the NAVD 88
 LR0585.geopotential number by the normal gravity value computed on the
 LR0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0585.degrees latitude (g = 980.6199 gals.).
 LR0585
 LR0585.The modeled gravity was interpolated from observed gravity values.
 LR0585
 LR0585;                    North         East    Units  Estimated Accuracy
 LR0585;SPC NV W     - 4,639,540.      882,870.      MT  (+/- 180 meters Scaled)
 LR0585
 LR0585                          SUPERSEDED SURVEY CONTROL
 LR0585
 LR0585  NGVD 29 (??/??/92) 1475.872  (m)         4842.09   (f) ADJ UNCH    2 0
 LR0585
 LR0585.Superseded values are not recommended for survey control.
 LR0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0585.See file dsdata.txt to determine how the superseded data were derived.
 LR0585
 LR0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME486843(NAD 83)
 LR0585_MARKER: DB = BENCH MARK DISK
 LR0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0585_STAMPING: G 101 1958
 LR0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0585+STABILITY: SURFACE MOTION
 LR0585
 LR0585  HISTORY     - Date     Condition        Report By
 LR0585  HISTORY     - 1958     MONUMENTED       CGS
 LR0585
 LR0585                          STATION DESCRIPTION
 LR0585
 LR0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0585'6.95 MI SE FROM LEACH HOT SPRINGS.
 LR0585'6.95 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, 0.55
 LR0585'MILE SOUTHEAST OF THE ENTRANCE ROAD TO MUD SPRINGS RANCH, 0.1 MILE
 LR0585'NORTHWEST OF THE SUMMIT OF A RISE, NEAR THE NORTH END OF A CURVE, 25
 LR0585'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHWEST OF A
 LR0585'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LR0585'CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0463 ***********************************************************************
 LR0463  DESIGNATION -  G 102
 LR0463  PID         -  LR0463
 LR0463  STATE/COUNTY-  NV/PERSHING
 LR0463  USGS QUAD   -  SOU HILLS (1990)
 LR0463
 LR0463                         *CURRENT SURVEY CONTROL
 LR0463  ___________________________________________________________________
 LR0463* NAD 83(1994)-  40 11 35.97260(N)    117 41 14.62014(W)     ADJUSTED  
 LR0463* NAVD 88     -      1234.709  (meters)    4050.87   (feet)  ADJUSTED  
 LR0463  ___________________________________________________________________
 LR0463  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 LR0463  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 LR0463  DYNAMIC HT  -        1233.718 (meters)    4047.62  (feet)  COMP
 LR0463  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 LR0463
 LR0463  HORZ ORDER  -  SECOND
 LR0463  VERT ORDER  -  SECOND    CLASS 0
 LR0463
 LR0463.The horizontal coordinates were established by classical geodetic methods
 LR0463.and adjusted by the National Geodetic Survey in June 1998..
 LR0463
 LR0463.The orthometric height was determined by differential leveling
 LR0463.and adjusted by the National Geodetic Survey in June 1991..
 LR0463
 LR0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0463
 LR0463.The geoid height was determined by GEOID03.
 LR0463
 LR0463.The dynamic height is computed by dividing the NAVD 88
 LR0463.geopotential number by the normal gravity value computed on the
 LR0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0463.degrees latitude (g = 980.6199 gals.).
 LR0463
 LR0463.The modeled gravity was interpolated from observed gravity values.
 LR0463
 LR0463;                    North         East     Units Scale Factor Converg.
 LR0463;SPC NV W     - 4,604,461.433   876,284.374   MT  0.99997161   +0 34 41.7
 LR0463;SPC NV W     -15,106,470.55  2,874,942.98   sFT  0.99997161   +0 34 41.7
 LR0463;SPC NV C     - 6,604,576.138   413,090.338   MT  0.99999295   -0 39 31.6
 LR0463;SPC NV C     -21,668,513.55  1,355,280.55   sFT  0.99999295   -0 39 31.6
 LR0463;UTM  11      - 4,449,441.361   441,489.783   MT  0.99964214   -0 26 37.1
 LR0463
 LR0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0463!SPC NV W     -   0.99980977  x   0.99997161  =   0.99978138
 LR0463!SPC NV C     -   0.99980977  x   0.99999295  =   0.99980272
 LR0463!UTM  11      -   0.99980977  x   0.99964214  =   0.99945197
 LR0463
 LR0463|---------------------------------------------------------------------|
 LR0463| PID    Reference Object                     Distance      Geod. Az  |
 LR0463|                                                           dddmmss.s |
 LR0463| DB6275 G 102 RM 2                           19.260 METERS 08552     |
 LR0463| DB6273 G 102 AZ MK                                        2460402.1 |
 LR0463| DB6274 G 102 RM 1                           16.710 METERS 35838     |
 LR0463|---------------------------------------------------------------------|
 LR0463
 LR0463                          SUPERSEDED SURVEY CONTROL
 LR0463
 LR0463  NAD 83(1986)-  40 11 35.97685(N)    117 41 14.61415(W) AD(       ) 2
 LR0463  NAD 27      -  40 11 36.29120(N)    117 41 11.18340(W) AD(       ) 2
 LR0463  NGVD 29 (??/??/92) 1233.717  (m)         4047.62   (f) ADJ UNCH    2 0
 LR0463
 LR0463.Superseded values are not recommended for survey control.
 LR0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0463.See file dsdata.txt to determine how the superseded data were derived.
 LR0463
 LR0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME4149049441(NAD 83)
 LR0463_MARKER: DB = BENCH MARK DISK
 LR0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0463_STAMPING: G 102 1958
 LR0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0463+STABILITY: SURFACE MOTION
 LR0463
 LR0463  HISTORY     - Date     Condition        Report By
 LR0463  HISTORY     - 1958     MONUMENTED       CGS
 LR0463  HISTORY     - 1958     GOOD             CGS
 LR0463  HISTORY     - 1959     GOOD             USGS
 LR0463  HISTORY     - 1968     GOOD             NGS
 LR0463
 LR0463                          STATION DESCRIPTION
 LR0463
 LR0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0463'THE STATION IS LOCATED ABOUT 42 MILES AIRLINE, EAST OF LOVELOCK,
 LR0463'1/2 MILE AIRLINE, SOUTH OF THE MILLER RANCH AND BETWEEN THE
 LR0463'STILLWATER AND TOBIN RANGE AT THE SOUTHERN TOP OF PLEASANT
 LR0463'VALLEY.
 LR0463'
 LR0463'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 LR0463'STATE HIGHWAY 8A, ONE BLOCK WEST OF THE U.S. POST OFFICE IN
 LR0463'BATTLE MOUNTAIN, GO SOUTHWESTERLY ON STATE HIGHWAY 8A FOR 11.5
 LR0463'MILES TO A SIDE ROAD ON THE RIGHT AND SIGN BUFFALO VALLEY ROAD.
 LR0463'TURN RIGHT ON PAVED ROAD AND GO WEST FOR 2.3 MILES TO A FORKS.
 LR0463'TAKE THE LEFT FORK AND CONTINUE WESTERLY FOR 5.7 MILES TO A
 LR0463'FORKS.  KEEP THE RIGHT FORK AND CONTINUE 8.6 MILES TO A FORKS.
 LR0463'KEEP THE RIGHT FORK STRAIGHT AHEAD FOR 3.2 MILES TO A
 LR0463'FORKS.  TAKE THE RIGHT FORK AND CONTINUE 4.4 MILES TO A
 LR0463'REVERSE FORK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR
 LR0463'0.1 MILE TO THE CREST OF DACIES PASS.  CONTINUE SOUTH ON
 LR0463'MAIN ROAD FOR 10.0 MILES TO A FORKS.  KEEP THE RIGHT FORK,
 LR0463'PASSING THE HOME STATION RANCH ON THE LEFT, AND CONTINUE
 LR0463'SOUTHWEST FOR 3.3 MILES TO A BEACON PLANT.  KEEP TO THE LEFT
 LR0463'OF THE POWER PLANT AND CONTINUE WESTERLY FOR 1.85 MILES
 LR0463'TO A FORKS.  KEEP THE RIGHT FORK FOR 2.0 MILES TO A SIDE
 LR0463'ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW MAIN ROAD
 LR0463'NORTHERLY FOR 3.5 MILES TO A REVERSE FORK ON THE LEFT.
 LR0463'CONTINUE STRAIGHT AHEAD FOR 4.05 MILES TO A SIDE ROAD ON
 LR0463'THE RIGHT AND THE STATION IN THE NORTHEAST CORNER OF THE
 LR0463'INTERSECTION.
 LR0463'
 LR0463'THE STATION MARK IS A STANDARD BENCH MARK DISK STAMPED G102 1958
 LR0463'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 6
 LR0463'INCHES ABOVE GROUND LEVEL.  IT IS 54 FEET NORTH OF THE MAIN
 LR0463'ROAD AND 33 FEET WEST OF A SIDE ROAD.
 LR0463'
 LR0463'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 LR0463'BM G102 NO 1 1958 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 LR0463'MONUMENT PROJECTING 6 INCHES ABOVE THE GROUND LEVEL.
 LR0463'
 LR0463'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 LR0463'BM G102 NO 2 1958 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 LR0463'MONUMENT PROJECTING 4 INCHES ABOVE GROUND LEVEL.
 LR0463'
 LR0463'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE STRAIGHT
 LR0463'AHEAD ON THE MAIN ROAD FOR 0.5 MILE TO THE STATION ON THE
 LR0463'LEFT.
 LR0463'
 LR0463'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED M104 1958
 LR0463'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER.  IT IS 66 FEET
 LR0463'WEST OF THE MAIN ROAD.
 LR0463
 LR0463                          STATION RECOVERY (1958)
 LR0463
 LR0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0463'2.25 MI S FROM PARIS RANCH.
 LR0463'ABOUT 2.25 MILES SOUTH ALONG A GRAVEL ROAD FROM PARIS RANCH, 57 FEET
 LR0463'NORTHWEST OF THE CENTER OF THE INTERSECTION OF A ROAD LEADING WEST TO
 LR0463'LOVELOCK, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, 31 FEET
 LR0463'WEST OF THE CENTER LINE OF THE ROAD NORTH, 1 1/2 FEET SOUTH OF A
 LR0463'WITNESS POST, ABOUT LEVEL WITH THE ROADS AND IN THE TOP OF A CONCRETE
 LR0463'POST PROJECTING 1/2 FOOT.
 LR0463
 LR0463                          STATION RECOVERY (1959)
 LR0463
 LR0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LR0463'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40117-3, STATION 1005.
 LR0463'
 LR0463'STATION MARK--A STANDARD BENCH MARK DISK STAMPED---G102 1958---,
 LR0463'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 6 INCHES
 LR0463'ABOVE GROUND LEVEL.
 LR0463
 LR0463                          STATION RECOVERY (1968)
 LR0463
 LR0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LR0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0064 ***********************************************************************
 KR0064  DESIGNATION -  G 103
 KR0064  PID         -  KR0064
 KR0064  STATE/COUNTY-  NV/CHURCHILL
 KR0064  USGS QUAD   -  DIXIE HOT SPRINGS (1990)
 KR0064
 KR0064                         *CURRENT SURVEY CONTROL
 KR0064  ___________________________________________________________________
 KR0064* NAD 83(1986)-  39 45 07.     (N)    118 06 20.     (W)     SCALED    
 KR0064* NAVD 88     -      1048.466  (meters)    3439.84   (feet)  ADJUSTED  
 KR0064  ___________________________________________________________________
 KR0064  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 KR0064  DYNAMIC HT  -        1047.597 (meters)    3436.99  (feet)  COMP
 KR0064  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 KR0064
 KR0064  VERT ORDER  -  SECOND    CLASS 0
 KR0064
 KR0064.The horizontal coordinates were scaled from a topographic map and have
 KR0064.an estimated accuracy of +/- 6 seconds.
 KR0064
 KR0064.The orthometric height was determined by differential leveling
 KR0064.and adjusted by the National Geodetic Survey in June 1991..
 KR0064
 KR0064.The geoid height was determined by GEOID03.
 KR0064
 KR0064.The dynamic height is computed by dividing the NAVD 88
 KR0064.geopotential number by the normal gravity value computed on the
 KR0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0064.degrees latitude (g = 980.6199 gals.).
 KR0064
 KR0064.The modeled gravity was interpolated from observed gravity values.
 KR0064
 KR0064;                    North         East    Units  Estimated Accuracy
 KR0064;SPC NV W     - 4,555,180.      840,940.      MT  (+/- 180 meters Scaled)
 KR0064
 KR0064                          SUPERSEDED SURVEY CONTROL
 KR0064
 KR0064  NGVD 29 (??/??/92) 1047.516  (m)         3436.73   (f) ADJ UNCH    2 0
 KR0064
 KR0064.Superseded values are not recommended for survey control.
 KR0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0064.See file dsdata.txt to determine how the superseded data were derived.
 KR0064
 KR0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME052008(NAD 83)
 KR0064_MARKER: DB = BENCH MARK DISK
 KR0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0064_STAMPING: G 103 1958
 KR0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0064+STABILITY: SURFACE MOTION
 KR0064
 KR0064  HISTORY     - Date     Condition        Report By
 KR0064  HISTORY     - 1958     MONUMENTED       CGS
 KR0064
 KR0064                          STATION DESCRIPTION
 KR0064
 KR0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0064'7.4 MI N FROM DIXIE VALLEY.
 KR0064'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE DIXIE SCHOOL AT DIXIE
 KR0064'VALLEY, THENCE 5.9 MILES NORTH ALONG A DIRT ROAD, 0.2 MILE SOUTHWEST
 KR0064'OF THE CROSSING OF THE 1954 MAIN EARTHQUAKE FAULTLINE, ABOUT 55 FEET
 KR0064'SOUTHWEST OF A BLADED DIRT MOUND, 30 FEET SOUTHEAST OF THE CENTER LINE
 KR0064'OF THE ROAD, 2 1/2 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT
 KR0064'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KR0064'1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0061 ***********************************************************************
 KR0061  DESIGNATION -  G 104
 KR0061  PID         -  KR0061
 KR0061  STATE/COUNTY-  NV/CHURCHILL
 KR0061  USGS QUAD   -  DIXIE HOT SPRINGS (1990)
 KR0061
 KR0061                         *CURRENT SURVEY CONTROL
 KR0061  ___________________________________________________________________
 KR0061* NAD 83(1986)-  39 47 26.     (N)    118 04 51.     (W)     SCALED    
 KR0061* NAVD 88     -      1068.423  (meters)    3505.32   (feet)  ADJUSTED  
 KR0061  ___________________________________________________________________
 KR0061  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 KR0061  DYNAMIC HT  -        1067.534 (meters)    3502.40  (feet)  COMP
 KR0061  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 KR0061
 KR0061  VERT ORDER  -  SECOND    CLASS 0
 KR0061
 KR0061.The horizontal coordinates were scaled from a topographic map and have
 KR0061.an estimated accuracy of +/- 6 seconds.
 KR0061
 KR0061.The orthometric height was determined by differential leveling
 KR0061.and adjusted by the National Geodetic Survey in June 1991..
 KR0061
 KR0061.The geoid height was determined by GEOID03.
 KR0061
 KR0061.The dynamic height is computed by dividing the NAVD 88
 KR0061.geopotential number by the normal gravity value computed on the
 KR0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0061.degrees latitude (g = 980.6199 gals.).
 KR0061
 KR0061.The modeled gravity was interpolated from observed gravity values.
 KR0061
 KR0061;                    North         East    Units  Estimated Accuracy
 KR0061;SPC NV W     - 4,559,480.      843,040.      MT  (+/- 180 meters Scaled)
 KR0061
 KR0061                          SUPERSEDED SURVEY CONTROL
 KR0061
 KR0061  NGVD 29 (??/??/92) 1067.464  (m)         3502.17   (f) ADJ UNCH    2 0
 KR0061
 KR0061.Superseded values are not recommended for survey control.
 KR0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0061.See file dsdata.txt to determine how the superseded data were derived.
 KR0061
 KR0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME074050(NAD 83)
 KR0061_MARKER: DB = BENCH MARK DISK
 KR0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0061_STAMPING: G 104 1958
 KR0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0061+STABILITY: SURFACE MOTION
 KR0061
 KR0061  HISTORY     - Date     Condition        Report By
 KR0061  HISTORY     - 1958     MONUMENTED       CGS
 KR0061  HISTORY     - 1986     GOOD             USPSQD
 KR0061
 KR0061                          STATION DESCRIPTION
 KR0061
 KR0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0061'10.35 MI N FROM DIXIE VALLEY.
 KR0061'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE DIXIE SCHOOL AT DIXIE
 KR0061'VALLEY, THENCE 8.85 MILES NORTH ALONG A DIRT ROAD, 0.25 MILE
 KR0061'SOUTH-SOUTHWEST OF A LONG CURVE SOUTH-SOUTHWEST AND NORTHEAST, 46 FEET
 KR0061'EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.5 FEET WEST OF A
 KR0061'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 KR0061'CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
 KR0061
 KR0061                          STATION RECOVERY (1986)
 KR0061
 KR0061'RECOVERY NOTE BY US POWER SQUADRON 1986 (GT)
 KR0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0219 ***********************************************************************
 LS0219  DESIGNATION -  G 105
 LS0219  PID         -  LS0219
 LS0219  STATE/COUNTY-  NV/PERSHING
 LS0219  USGS QUAD   -  CORNISH PEAK (1987)
 LS0219
 LS0219                         *CURRENT SURVEY CONTROL
 LS0219  ___________________________________________________________________
 LS0219* NAD 83(1986)-  40 06 32.     (N)    118 04 11.     (W)     SCALED    
 LS0219* NAVD 88     -      1237.951  (meters)    4061.51   (feet)  ADJUSTED  
 LS0219  ___________________________________________________________________
 LS0219  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 LS0219  DYNAMIC HT  -        1236.958 (meters)    4058.25  (feet)  COMP
 LS0219  MODELED GRAV-     979,780.4   (mgal)                       NAVD 88
 LS0219
 LS0219  VERT ORDER  -  SECOND    CLASS 0
 LS0219
 LS0219.The horizontal coordinates were scaled from a topographic map and have
 LS0219.an estimated accuracy of +/- 6 seconds.
 LS0219
 LS0219.The orthometric height was determined by differential leveling
 LS0219.and adjusted by the National Geodetic Survey in June 1991..
 LS0219
 LS0219.The geoid height was determined by GEOID03.
 LS0219
 LS0219.The dynamic height is computed by dividing the NAVD 88
 LS0219.geopotential number by the normal gravity value computed on the
 LS0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0219.degrees latitude (g = 980.6199 gals.).
 LS0219
 LS0219.The modeled gravity was interpolated from observed gravity values.
 LS0219
 LS0219;                    North         East    Units  Estimated Accuracy
 LS0219;SPC NV W     - 4,594,830.      843,790.      MT  (+/- 180 meters Scaled)
 LS0219
 LS0219                          SUPERSEDED SURVEY CONTROL
 LS0219
 LS0219  NGVD 29 (??/??/92) 1236.982  (m)         4058.33   (f) ADJ UNCH    2 0
 LS0219
 LS0219.Superseded values are not recommended for survey control.
 LS0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0219.See file dsdata.txt to determine how the superseded data were derived.
 LS0219
 LS0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME088403(NAD 83)
 LS0219_MARKER: DB = BENCH MARK DISK
 LS0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0219_STAMPING: G 105 1958
 LS0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0219+STABILITY: SURFACE MOTION
 LS0219
 LS0219  HISTORY     - Date     Condition        Report By
 LS0219  HISTORY     - 1958     MONUMENTED       CGS
 LS0219
 LS0219                          STATION DESCRIPTION
 LS0219
 LS0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LS0219'27.7 MI SW FROM PARIS RANCH.
 LS0219'2.25 MILES SOUTH ALONG A DIRT ROAD FROM PARIS RANCH, THENCE 25.45
 LS0219'MILES WEST AND SOUTHWEST ALONG A GRAVEL ROAD.  NEAR THE EAST EDGE OF A
 LS0219'LARGE BARREN PATCH, 37 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.6
 LS0219'FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET
 LS0219'IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0432 ***********************************************************************
 LR0432  DESIGNATION -  G 106
 LR0432  PID         -  LR0432
 LR0432  STATE/COUNTY-  NV/LANDER
 LR0432  USGS QUAD   -  GALENA CANYON (1984)
 LR0432
 LR0432                         *CURRENT SURVEY CONTROL
 LR0432  ___________________________________________________________________
 LR0432* NAD 83(1986)-  40 30 14.     (N)    117 05 32.     (W)     SCALED    
 LR0432* NAVD 88     -      1442.666  (meters)    4733.15   (feet)  ADJUSTED  
 LR0432  ___________________________________________________________________
 LR0432  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 LR0432  DYNAMIC HT  -        1441.463 (meters)    4729.20  (feet)  COMP
 LR0432  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 LR0432
 LR0432  VERT ORDER  -  SECOND    CLASS 0
 LR0432
 LR0432.The horizontal coordinates were scaled from a topographic map and have
 LR0432.an estimated accuracy of +/- 6 seconds.
 LR0432
 LR0432.The orthometric height was determined by differential leveling
 LR0432.and adjusted by the National Geodetic Survey in June 1991..
 LR0432
 LR0432.The geoid height was determined by GEOID03.
 LR0432
 LR0432.The dynamic height is computed by dividing the NAVD 88
 LR0432.geopotential number by the normal gravity value computed on the
 LR0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0432.degrees latitude (g = 980.6199 gals.).
 LR0432
 LR0432.The modeled gravity was interpolated from observed gravity values.
 LR0432
 LR0432;                    North         East    Units  Estimated Accuracy
 LR0432;SPC NV C     - 6,638,650.      463,930.      MT  (+/- 180 meters Scaled)
 LR0432
 LR0432                          SUPERSEDED SURVEY CONTROL
 LR0432
 LR0432  NGVD 29 (??/??/92) 1441.573  (m)         4729.56   (f) ADJ UNCH    2 0
 LR0432
 LR0432.Superseded values are not recommended for survey control.
 LR0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0432.See file dsdata.txt to determine how the superseded data were derived.
 LR0432
 LR0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME921836(NAD 83)
 LR0432_MARKER: DB = BENCH MARK DISK
 LR0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0432_STAMPING: G 106 1958
 LR0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0432+STABILITY: SURFACE MOTION
 LR0432
 LR0432  HISTORY     - Date     Condition        Report By
 LR0432  HISTORY     - 1958     MONUMENTED       CGS
 LR0432
 LR0432                          STATION DESCRIPTION
 LR0432
 LR0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0432'13.1 MI SW FROM BATTLE MOUNTAIN.
 LR0432'12.1 MILES SOUTHWEST ALONG STATE HIGHWAY 8-A FROM THE T JUNCTION OF
 LR0432'U.S. HIGHWAY 40 AT BATTLE MOUNTAIN, THENCE 1.0 MILE SOUTHWEST ALONG AN
 LR0432'ASPHALT ROAD, 44 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.9
 LR0432'FEET NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 LR0432'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE
 LR0432'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0383 ***********************************************************************
 LR0383  DESIGNATION -  G 107
 LR0383  PID         -  LR0383
 LR0383  STATE/COUNTY-  NV/PERSHING
 LR0383  USGS QUAD   -  SMELSER PASS (1981)
 LR0383
 LR0383                         *CURRENT SURVEY CONTROL
 LR0383  ___________________________________________________________________
 LR0383* NAD 83(1986)-  40 38 43.     (N)    117 22 53.     (W)     SCALED    
 LR0383* NAVD 88     -      1605.093  (meters)    5266.04   (feet)  ADJUSTED  
 LR0383  ___________________________________________________________________
 LR0383  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 LR0383  DYNAMIC HT  -        1603.756 (meters)    5261.66  (feet)  COMP
 LR0383  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 LR0383
 LR0383  VERT ORDER  -  SECOND    CLASS 0
 LR0383
 LR0383.The horizontal coordinates were scaled from a topographic map and have
 LR0383.an estimated accuracy of +/- 6 seconds.
 LR0383
 LR0383.The orthometric height was determined by differential leveling
 LR0383.and adjusted by the National Geodetic Survey in June 1991..
 LR0383
 LR0383.The geoid height was determined by GEOID03.
 LR0383
 LR0383.The dynamic height is computed by dividing the NAVD 88
 LR0383.geopotential number by the normal gravity value computed on the
 LR0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0383.degrees latitude (g = 980.6199 gals.).
 LR0383
 LR0383.The modeled gravity was interpolated from observed gravity values.
 LR0383
 LR0383;                    North         East    Units  Estimated Accuracy
 LR0383;SPC NV W     - 4,654,950.      901,660.      MT  (+/- 180 meters Scaled)
 LR0383
 LR0383                          SUPERSEDED SURVEY CONTROL
 LR0383
 LR0383  NGVD 29 (??/??/92) 1603.982  (m)         5262.40   (f) ADJ UNCH    2 0
 LR0383
 LR0383.Superseded values are not recommended for survey control.
 LR0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0383.See file dsdata.txt to determine how the superseded data were derived.
 LR0383
 LR0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME677994(NAD 83)
 LR0383_MARKER: DB = BENCH MARK DISK
 LR0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0383_STAMPING: G 107 1958
 LR0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0383+STABILITY: SURFACE MOTION
 LR0383
 LR0383  HISTORY     - Date     Condition        Report By
 LR0383  HISTORY     - 1958     MONUMENTED       CGS
 LR0383
 LR0383                          STATION DESCRIPTION
 LR0383
 LR0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0383'2.0 MI SE FROM SMELSER PASS.
 LR0383'2.0 MILES SOUTHEAST ALONG A DIRT ROAD FROM SMELSER PASS, 0.45 MILE
 LR0383'NORTHWEST OF A SMALL FRAME SHACK, 0.2 MILE NORTHWEST OF THE Y JUNCTION
 LR0383'OF A DIM ROAD LEADING SOUTH TO A GROVE OF TREES, 30 FEET NORTHEAST OF
 LR0383'THE CENTER LINE OF THE ROAD, 1.9 FEET SOUTHWEST OF A WITNESS POST,
 LR0383'ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LR0383'POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0091 ***********************************************************************
 MT0091  DESIGNATION -  G 108
 MT0091  PID         -  MT0091
 MT0091  STATE/COUNTY-  NV/ELKO
 MT0091  USGS QUAD   -  DELANO PEAK (1989)
 MT0091
 MT0091                         *CURRENT SURVEY CONTROL
 MT0091  ___________________________________________________________________
 MT0091* NAD 83(1986)-  41 30 00.     (N)    114 16 36.     (W)     SCALED    
 MT0091* NAVD 88     -      1558.874  (meters)    5114.41   (feet)  ADJUSTED  
 MT0091  ___________________________________________________________________
 MT0091  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 MT0091  DYNAMIC HT  -        1557.697 (meters)    5110.54  (feet)  COMP
 MT0091  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 MT0091
 MT0091  VERT ORDER  -  SECOND    CLASS 0
 MT0091
 MT0091.The horizontal coordinates were scaled from a topographic map and have
 MT0091.an estimated accuracy of +/- 6 seconds.
 MT0091
 MT0091.The orthometric height was determined by differential leveling
 MT0091.and adjusted by the National Geodetic Survey in June 1991..
 MT0091
 MT0091.The geoid height was determined by GEOID03.
 MT0091
 MT0091.The dynamic height is computed by dividing the NAVD 88
 MT0091.geopotential number by the normal gravity value computed on the
 MT0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0091.degrees latitude (g = 980.6199 gals.).
 MT0091
 MT0091.The modeled gravity was interpolated from observed gravity values.
 MT0091
 MT0091;                    North         East    Units  Estimated Accuracy
 MT0091;SPC NV E     - 8,749,990.      309,090.      MT  (+/- 180 meters Scaled)
 MT0091
 MT0091                          SUPERSEDED SURVEY CONTROL
 MT0091
 MT0091  NGVD 29 (??/??/92) 1557.770  (m)         5110.78   (f) ADJ UNCH    2 0
 MT0091
 MT0091.Superseded values are not recommended for survey control.
 MT0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0091.See file dsdata.txt to determine how the superseded data were derived.
 MT0091
 MT0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF273978(NAD 83)
 MT0091_MARKER: DB = BENCH MARK DISK
 MT0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0091_STAMPING: G 108 1958
 MT0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0091+STABILITY: SURFACE MOTION
 MT0091
 MT0091  HISTORY     - Date     Condition        Report By
 MT0091  HISTORY     - 1958     MONUMENTED       CGS
 MT0091
 MT0091                          STATION DESCRIPTION
 MT0091
 MT0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0091'19.95 MI NW FROM MONTELLO.
 MT0091'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0091'MONTELLO, THENCE 19.8 MILES NORTH AND NORTHWEST ALONG A GRAVEL ROAD,
 MT0091'ON THE OUTSIDE OF A SHARP CURVE WITH TANGENTS WEST AND SOUTHEAST, 43
 MT0091'FEET NORTH OF THE CENTER LINE OF THE ROAD, 59.4 FEET NORTH AND ACROSS
 MT0091'THE ROAD FROM THE WEST END OF A GATE, 50.4 FEET NORTHWEST OF THE NORTH
 MT0091'END OF A 24-INCH PIPE CULVERT, 27 1/2 FEET WEST OF THE CENTER OF A
 MT0091'WASH, 2.4 FEET SOUTH OF A WITNESS POST, 1 1/2 FEET LOWER THAN THE
 MT0091'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 MT0091'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0120 ***********************************************************************
 FS0120  DESIGNATION -  G 109
 FS0120  PID         -  FS0120
 FS0120  STATE/COUNTY-  NV/CLARK
 FS0120  USGS QUAD   -  BOULDER CITY SW (1973)
 FS0120
 FS0120                         *CURRENT SURVEY CONTROL
 FS0120  ___________________________________________________________________
 FS0120* NAD 83(1986)-  35 49 35.     (N)    114 57 20.     (W)     SCALED    
 FS0120* NAVD 88     -       526.540  (meters)    1727.49   (feet)  POSTED    
 FS0120  ___________________________________________________________________
 FS0120  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FS0120  DYNAMIC HT  -         525.990 (meters)    1725.69  (feet)  COMP
 FS0120  MODELED GRAV-     979,578.0   (mgal)                       NAVD 88
 FS0120
 FS0120  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0120
 FS0120.The horizontal coordinates were scaled from a topographic map and have
 FS0120.an estimated accuracy of +/- 6 seconds.
 FS0120
 FS0120.The orthometric height was determined by differential leveling
 FS0120.and adjusted by the National Geodetic Survey in 1992..
 FS0120.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0120.rate of 0.0 thru 1.0 mm/km.
 FS0120
 FS0120.The geoid height was determined by GEOID03.
 FS0120
 FS0120.The dynamic height is computed by dividing the NAVD 88
 FS0120.geopotential number by the normal gravity value computed on the
 FS0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0120.degrees latitude (g = 980.6199 gals.).
 FS0120
 FS0120.The modeled gravity was interpolated from observed gravity values.
 FS0120
 FS0120;                    North         East    Units  Estimated Accuracy
 FS0120;SPC NV E     - 8,119,590.      256,720.      MT  (+/- 180 meters Scaled)
 FS0120
 FS0120                          SUPERSEDED SURVEY CONTROL
 FS0120
 FS0120  NGVD 29 (??/??/92)  525.836  (m)         1725.18   (f) ADJ UNCH    1 1
 FS0120
 FS0120.Superseded values are not recommended for survey control.
 FS0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0120.See file dsdata.txt to determine how the superseded data were derived.
 FS0120
 FS0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV846666(NAD 83)
 FS0120_MARKER: DB = BENCH MARK DISK
 FS0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0120_STAMPING: G 109 1934
 FS0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0120+STABILITY: SURFACE MOTION
 FS0120
 FS0120  HISTORY     - Date     Condition        Report By
 FS0120  HISTORY     - 1934     MONUMENTED       CGS
 FS0120  HISTORY     - 1949     GOOD             NGS
 FS0120  HISTORY     - 1963     GOOD             NGS
 FS0120
 FS0120                          STATION DESCRIPTION
 FS0120
 FS0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0120'11.7 MI S FROM ALUNITE.
 FS0120'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE JUNCTION OF U.S.
 FS0120'HIGHWAY 93 AT ALUNITE, THENCE 9.7 MILES SOUTH ALONG OLD ABANDONED
 FS0120'STATE HIGHWAY 5, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, 2.1
 FS0120'MILES SOUTH OF B.M. F 109, 0.4 MILE NORTH OF B.M. Z 148, 0.3 MILE
 FS0120'SOUTH OF A POINT WHERE THE SOUTHEAST ONE OF THREE POWER TRANSMISSIONS
 FS0120'LINES CROSSES THE ROAD, 21 FEET WEST OF THE CENTER LINE OF THE
 FS0120'ROAD, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 FS0120'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 FS0120'FOOT ABOVE THE GROUND.
 FS0120
 FS0120                          STATION RECOVERY (1963)
 FS0120
 FS0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0774 ***********************************************************************
 KR0774  DESIGNATION -  G 11
 KR0774  PID         -  KR0774
 KR0774  STATE/COUNTY-  NV/LYON
 KR0774  USGS QUAD   -  PARKER BUTTE (1987)
 KR0774
 KR0774                         *CURRENT SURVEY CONTROL
 KR0774  ___________________________________________________________________
 KR0774* NAD 83(1986)-  39 07 33.     (N)    119 06 34.     (W)     SCALED    
 KR0774* NAVD 88     -      1314.26   (+/-2cm)    4311.9    (feet)  VERTCON   
 KR0774  ___________________________________________________________________
 KR0774  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 KR0774
 KR0774  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0774
 KR0774.The horizontal coordinates were scaled from a topographic map and have
 KR0774.an estimated accuracy of +/- 6 seconds.
 KR0774
 KR0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0774.The vertical order pertains to the NGVD 29 superseded value.
 KR0774
 KR0774.The geoid height was determined by GEOID03.
 KR0774
 KR0774;                    North         East    Units  Estimated Accuracy
 KR0774;SPC NV W     - 4,485,700.      754,510.      MT  (+/- 180 meters Scaled)
 KR0774
 KR0774                          SUPERSEDED SURVEY CONTROL
 KR0774
 KR0774  NGVD 29 (??/??/92) 1313.262  (m)         4308.59   (f) ADJ UNCH    1 2
 KR0774
 KR0774.Superseded values are not recommended for survey control.
 KR0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0774.See file dsdata.txt to determine how the superseded data were derived.
 KR0774
 KR0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD176328(NAD 83)
 KR0774_MARKER: P = PIPE CAP
 KR0774_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0774_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0774_STAMPING: 4308.567
 KR0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0774
 KR0774  HISTORY     - Date     Condition        Report By
 KR0774  HISTORY     - UNK      MONUMENTED       CGS
 KR0774  HISTORY     - 1953     GOOD             NGS
 KR0774
 KR0774                          STATION DESCRIPTION
 KR0774
 KR0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0774'4.0 MI E FROM WABUSKA.
 KR0774'4.0 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0774'STATION AT WABUSKA, 8 FEET WEST OF MILEPOLE 332, NEAR THE EAST END OF
 KR0774'LUX SIDING, 14 RAILS EAST OF A STOCK CORRAL, 23.6 FEET SOUTHWEST OF A
 KR0774'SWITCHSTAND, 17.7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 9
 KR0774'1/2 FEET NORTHWEST OF A FENCE CORNER, 2.7 FEET NORTH OF A WITNESS
 KR0774'POST, ABOUT LEVEL WITH THE TRACK, AND SCREWED ON TOP OF A 3 1/2-INCH
 KR0774'IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0628 ***********************************************************************
 FS0628  DESIGNATION -  G 110
 FS0628  PID         -  FS0628
 FS0628  STATE/COUNTY-  NV/CLARK
 FS0628  USGS QUAD   -  JUNIPER MINE (1984)
 FS0628
 FS0628                         *CURRENT SURVEY CONTROL
 FS0628  ___________________________________________________________________
 FS0628* NAD 83(1986)-  35 12 42.     (N)    114 48 11.     (W)     SCALED    
 FS0628* NAVD 88     -       963.01   (+/-2cm)    3159.5    (feet)  VERTCON   
 FS0628  ___________________________________________________________________
 FS0628  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 FS0628
 FS0628  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0628
 FS0628.The horizontal coordinates were scaled from a topographic map and have
 FS0628.an estimated accuracy of +/- 6 seconds.
 FS0628
 FS0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0628.The vertical order pertains to the NGVD 29 superseded value.
 FS0628
 FS0628.The geoid height was determined by GEOID03.
 FS0628
 FS0628;                    North         East    Units  Estimated Accuracy
 FS0628;SPC NV E     - 8,051,490.      271,040.      MT  (+/- 180 meters Scaled)
 FS0628
 FS0628                          SUPERSEDED SURVEY CONTROL
 FS0628
 FS0628  NGVD 29 (??/??/92)  962.185  (m)         3156.77   (f) ADJ UNCH    2 0
 FS0628
 FS0628.Superseded values are not recommended for survey control.
 FS0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0628.See file dsdata.txt to determine how the superseded data were derived.
 FS0628
 FS0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPU999987(NAD 83)
 FS0628_MARKER: DB = BENCH MARK DISK
 FS0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0628_STAMPING: G 110 1934
 FS0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0628+STABILITY: SURFACE MOTION
 FS0628
 FS0628  HISTORY     - Date     Condition        Report By
 FS0628  HISTORY     - 1934     MONUMENTED       CGS
 FS0628  HISTORY     - 1956     GOOD             USGS
 FS0628  HISTORY     - 1969     GOOD             NGS
 FS0628
 FS0628                          STATION DESCRIPTION
 FS0628
 FS0628'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FS0628'19.5 MI SE FROM SEARCHLIGHT.
 FS0628'19.5 MILES SOUTHEAST ALONG A GRADED DIRT ROAD (OLD U.S. HIGHWAY
 FS0628'95) FROM SEARCHLIGHT, CLARK COUNTY, 4.4 MILES NORTH OF THE
 FS0628'CALIFORNIA-NEVADA STATE LINE, AND 43 FEET WEST OF THE CENTERLINE
 FS0628'OF THE ROAD.  NOTE-- U.S. HIGHWAY 95 HAS BEE RE-ROUTED AND IS
 FS0628'ABOUT 3 MILES WEST OF THE OLD HIGHWAY AT THIS POINT.  THIS MARK
 FS0628'IS ON THE OLD HIGHWAY.
 FS0628
 FS0628                          STATION RECOVERY (1969)
 FS0628
 FS0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0128 ***********************************************************************
 HP0128  DESIGNATION -  G 115
 HP0128  PID         -  HP0128
 HP0128  STATE/COUNTY-  NV/LINCOLN
 HP0128  USGS QUAD   -  FOSSIL PEAK (1980)
 HP0128
 HP0128                         *CURRENT SURVEY CONTROL
 HP0128  ___________________________________________________________________
 HP0128* NAD 83(1986)-  37 42 09.     (N)    115 09 39.     (W)     SCALED    
 HP0128* NAVD 88     -      1263.948  (meters)    4146.80   (feet)  ADJUSTED  
 HP0128  ___________________________________________________________________
 HP0128  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 HP0128  DYNAMIC HT  -        1262.619 (meters)    4142.44  (feet)  COMP
 HP0128  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 HP0128
 HP0128  VERT ORDER  -  SECOND    CLASS 0
 HP0128
 HP0128.The horizontal coordinates were scaled from a topographic map and have
 HP0128.an estimated accuracy of +/- 6 seconds.
 HP0128
 HP0128.The orthometric height was determined by differential leveling
 HP0128.and adjusted by the National Geodetic Survey in June 1991..
 HP0128
 HP0128.The geoid height was determined by GEOID03.
 HP0128
 HP0128.The dynamic height is computed by dividing the NAVD 88
 HP0128.geopotential number by the normal gravity value computed on the
 HP0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0128.degrees latitude (g = 980.6199 gals.).
 HP0128
 HP0128.The modeled gravity was interpolated from observed gravity values.
 HP0128
 HP0128;                    North         East    Units  Estimated Accuracy
 HP0128;SPC NV E     - 8,327,670.      237,260.      MT  (+/- 180 meters Scaled)
 HP0128
 HP0128                          SUPERSEDED SURVEY CONTROL
 HP0128
 HP0128  NGVD 29 (??/??/92) 1263.006  (m)         4143.71   (f) ADJ UNCH    2 0
 HP0128
 HP0128.Superseded values are not recommended for survey control.
 HP0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0128.See file dsdata.txt to determine how the superseded data were derived.
 HP0128
 HP0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB621743(NAD 83)
 HP0128_MARKER: DB = BENCH MARK DISK
 HP0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0128_STAMPING: G 115 1934
 HP0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0128+STABILITY: SURFACE MOTION
 HP0128
 HP0128  HISTORY     - Date     Condition        Report By
 HP0128  HISTORY     - 1934     MONUMENTED       CGS
 HP0128  HISTORY     - 1970     GOOD             USGS
 HP0128
 HP0128                          STATION DESCRIPTION
 HP0128
 HP0128'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HP0128'15.2 MI N FROM HIKO.
 HP0128'ABOUT 15.2 MILES NORTH ALONG NEVADA HIGHWAY 38 FROM THE JUNCTION OF U.
 HP0128'S. HIGHWAY 93 AND NEVADA HIGHWAY 38.  65 FEET NW OF THE CENTERLINE OF
 HP0128'THE ROAD AND ABOUT 50 YARDS NW OF THE FACE OF A CLIFF.  A STANDARD
 HP0128'DISK STAMPED G 115 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0103 ***********************************************************************
 JP0103  DESIGNATION -  G 116
 JP0103  PID         -  JP0103
 JP0103  STATE/COUNTY-  NV/NYE
 JP0103  USGS QUAD   -  HOT CREEK BUTTE (1980)
 JP0103
 JP0103                         *CURRENT SURVEY CONTROL
 JP0103  ___________________________________________________________________
 JP0103* NAD 83(1986)-  38 16 26.     (N)    115 11 51.     (W)     SCALED    
 JP0103* NAVD 88     -      1557.876  (meters)    5111.13   (feet)  ADJUSTED  
 JP0103  ___________________________________________________________________
 JP0103  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 JP0103  DYNAMIC HT  -        1556.200 (meters)    5105.63  (feet)  COMP
 JP0103  MODELED GRAV-     979,498.8   (mgal)                       NAVD 88
 JP0103
 JP0103  VERT ORDER  -  SECOND    CLASS 0
 JP0103
 JP0103.The horizontal coordinates were scaled from a topographic map and have
 JP0103.an estimated accuracy of +/- 6 seconds.
 JP0103
 JP0103.The orthometric height was determined by differential leveling
 JP0103.and adjusted by the National Geodetic Survey in June 1991..
 JP0103
 JP0103.The geoid height was determined by GEOID03.
 JP0103
 JP0103.The dynamic height is computed by dividing the NAVD 88
 JP0103.geopotential number by the normal gravity value computed on the
 JP0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0103.degrees latitude (g = 980.6199 gals.).
 JP0103
 JP0103.The modeled gravity was interpolated from observed gravity values.
 JP0103
 JP0103;                    North         East    Units  Estimated Accuracy
 JP0103;SPC NV C     - 6,392,020.      628,550.      MT  (+/- 180 meters Scaled)
 JP0103
 JP0103                          SUPERSEDED SURVEY CONTROL
 JP0103
 JP0103  NGVD 29 (??/??/92) 1556.793  (m)         5107.58   (f) ADJ UNCH    2 0
 JP0103
 JP0103.Superseded values are not recommended for survey control.
 JP0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0103.See file dsdata.txt to determine how the superseded data were derived.
 JP0103
 JP0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC576377(NAD 83)
 JP0103_MARKER: DB = BENCH MARK DISK
 JP0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0103_STAMPING: G 116 1934
 JP0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0103+STABILITY: SURFACE MOTION
 JP0103
 JP0103  HISTORY     - Date     Condition        Report By
 JP0103  HISTORY     - 1934     MONUMENTED       CGS
 JP0103
 JP0103                          STATION DESCRIPTION
 JP0103
 JP0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0103'46.6 MI S FROM PRESTON.
 JP0103'IN NYE COUNTY, ABOUT 46.6 MILES SOUTH ALONG THE ROAD LEADING TO SHARP
 JP0103'FROM PRESTON, WHITE PINE COUNTY, ABOUT 570 YARDS NORTH OF A WIRE FENCE
 JP0103'CORNER, 7 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 1 FOOT WEST OF
 JP0103'THE FENCE.  A STANDARD DISK, STAMPED G 116 1934 AND SET IN THE TOP OF
 JP0103'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0225 ***********************************************************************
 HP0225  DESIGNATION -  G 117
 HP0225  PID         -  HP0225
 HP0225  STATE/COUNTY-  NV/LINCOLN
 HP0225  USGS QUAD   -  FALLOUT HILLS (1989)
 HP0225
 HP0225                         *CURRENT SURVEY CONTROL
 HP0225  ___________________________________________________________________
 HP0225* NAD 83(1986)-  37 03 35.     (N)    115 38 16.     (W)     SCALED    
 HP0225* NAVD 88     -      1621.649  (meters)    5320.36   (feet)  ADJUSTED  
 HP0225  ___________________________________________________________________
 HP0225  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 HP0225  DYNAMIC HT  -        1619.802 (meters)    5314.30  (feet)  COMP
 HP0225  MODELED GRAV-     979,434.3   (mgal)                       NAVD 88
 HP0225
 HP0225  VERT ORDER  -  SECOND    CLASS 0
 HP0225
 HP0225.The horizontal coordinates were scaled from a topographic map and have
 HP0225.an estimated accuracy of +/- 6 seconds.
 HP0225
 HP0225.The orthometric height was determined by differential leveling
 HP0225.and adjusted by the National Geodetic Survey in June 1991..
 HP0225
 HP0225.The geoid height was determined by GEOID03.
 HP0225
 HP0225.The dynamic height is computed by dividing the NAVD 88
 HP0225.geopotential number by the normal gravity value computed on the
 HP0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0225.degrees latitude (g = 980.6199 gals.).
 HP0225
 HP0225.The modeled gravity was interpolated from observed gravity values.
 HP0225
 HP0225;                    North         East    Units  Estimated Accuracy
 HP0225;SPC NV E     - 8,256,260.      195,160.      MT  (+/- 180 meters Scaled)
 HP0225
 HP0225                          SUPERSEDED SURVEY CONTROL
 HP0225
 HP0225  NGVD 29 (??/??/92) 1620.679  (m)         5317.18   (f) ADJ UNCH    2 0
 HP0225
 HP0225.Superseded values are not recommended for survey control.
 HP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0225.See file dsdata.txt to determine how the superseded data were derived.
 HP0225
 HP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB211023(NAD 83)
 HP0225_MARKER: DB = BENCH MARK DISK
 HP0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0225_STAMPING: G 117 1934
 HP0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0225+STABILITY: SURFACE MOTION
 HP0225
 HP0225  HISTORY     - Date     Condition        Report By
 HP0225  HISTORY     - 1934     MONUMENTED       CGS
 HP0225
 HP0225                          STATION DESCRIPTION
 HP0225
 HP0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0225'20 MI S FROM GROOM.
 HP0225'IN CLARK COUNTY, ABOUT 20 MILES SOUTH ALONG THE INDIAN SPRINGS ROAD
 HP0225'FROM GROOM, LINCOLN COUNTY, ABOUT 0.9 MILE SOUTH OF A SUMMIT, AND 42
 HP0225'FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED G
 HP0225'117 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0066 ***********************************************************************
 JP0066  DESIGNATION -  G 118
 JP0066  PID         -  JP0066
 JP0066  STATE/COUNTY-  NV/WHITE PINE
 JP0066  USGS QUAD   -  PRESTON (1979)
 JP0066
 JP0066                         *CURRENT SURVEY CONTROL
 JP0066  ___________________________________________________________________
 JP0066* NAD 83(1986)-  38 53 45.     (N)    115 03 49.     (W)     SCALED    
 JP0066* NAVD 88     -      1706.360  (meters)    5598.28   (feet)  ADJUSTED  
 JP0066  ___________________________________________________________________
 JP0066  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 JP0066  DYNAMIC HT  -        1704.557 (meters)    5592.37  (feet)  COMP
 JP0066  MODELED GRAV-     979,511.4   (mgal)                       NAVD 88
 JP0066
 JP0066  VERT ORDER  -  SECOND    CLASS 0
 JP0066
 JP0066.The horizontal coordinates were scaled from a topographic map and have
 JP0066.an estimated accuracy of +/- 6 seconds.
 JP0066
 JP0066.The orthometric height was determined by differential leveling
 JP0066.and adjusted by the National Geodetic Survey in June 1991..
 JP0066
 JP0066.The geoid height was determined by GEOID03.
 JP0066
 JP0066.The dynamic height is computed by dividing the NAVD 88
 JP0066.geopotential number by the normal gravity value computed on the
 JP0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0066.degrees latitude (g = 980.6199 gals.).
 JP0066
 JP0066.The modeled gravity was interpolated from observed gravity values.
 JP0066
 JP0066;                    North         East    Units  Estimated Accuracy
 JP0066;SPC NV E     - 8,460,160.      245,080.      MT  (+/- 180 meters Scaled)
 JP0066
 JP0066                          SUPERSEDED SURVEY CONTROL
 JP0066
 JP0066  NGVD 29 (??/??/92) 1705.171  (m)         5594.38   (f) ADJ UNCH    2 0
 JP0066
 JP0066.Superseded values are not recommended for survey control.
 JP0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0066.See file dsdata.txt to determine how the superseded data were derived.
 JP0066
 JP0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD679069(NAD 83)
 JP0066_MARKER: DB = BENCH MARK DISK
 JP0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0066_STAMPING: G 118 1934
 JP0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0066+STABILITY: SURFACE MOTION
 JP0066
 JP0066  HISTORY     - Date     Condition        Report By
 JP0066  HISTORY     - 1934     MONUMENTED       CGS
 JP0066  HISTORY     - 1937     GOOD             NGS
 JP0066
 JP0066                          STATION DESCRIPTION
 JP0066
 JP0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0066'0.9 MI S FROM PRESTON.
 JP0066'ABOUT 0.9 MILE SOUTH ALONG THE ROAD LEADING TO SHARP FROM PRESTON,
 JP0066'WHITE PINE COUNTY, ABOUT 180 FEET NORTH OF THE TOP OF A SMALL RISE,
 JP0066'ABOUT 195 FEET WEST OF A RIGHT-OF-WAY FENCE, 21 FEET WEST OF THE
 JP0066'CENTER LINE OF THE ROAD, AND 3 FEET HIGHER THAN THE ROAD.  A STANDARD
 JP0066'DISK, STAMPED G 118 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JP0066
 JP0066                          STATION RECOVERY (1937)
 JP0066
 JP0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 JP0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0759 ***********************************************************************
 JR0759  DESIGNATION -  G 12
 JR0759  PID         -  JR0759
 JR0759  STATE/COUNTY-  NV/MINERAL
 JR0759  USGS QUAD   -  KINKAID (1979)
 JR0759
 JR0759                         *CURRENT SURVEY CONTROL
 JR0759  ___________________________________________________________________
 JR0759* NAD 83(1986)-  38 33 12.     (N)    118 26 42.     (W)     SCALED    
 JR0759* NAVD 88     -      1364.24   (+/-2cm)    4475.8    (feet)  VERTCON   
 JR0759  ___________________________________________________________________
 JR0759  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 JR0759
 JR0759  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0759
 JR0759.The horizontal coordinates were scaled from a topographic map and have
 JR0759.an estimated accuracy of +/- 6 seconds.
 JR0759
 JR0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0759.The vertical order pertains to the NGVD 29 superseded value.
 JR0759
 JR0759.The geoid height was determined by GEOID03.
 JR0759
 JR0759;                    North         East    Units  Estimated Accuracy
 JR0759;SPC NV W     - 4,422,030.      812,060.      MT  (+/- 180 meters Scaled)
 JR0759
 JR0759                          SUPERSEDED SURVEY CONTROL
 JR0759
 JR0759  NGVD 29 (??/??/92) 1363.126  (m)         4472.19   (f) ADJ UNCH    1 2
 JR0759
 JR0759.Superseded values are not recommended for survey control.
 JR0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0759.See file dsdata.txt to determine how the superseded data were derived.
 JR0759
 JR0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC740682(NAD 83)
 JR0759_MARKER: P = PIPE CAP
 JR0759_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0759_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0759_STAMPING: G 12 1907 4472.261
 JR0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0759
 JR0759  HISTORY     - Date     Condition        Report By
 JR0759  HISTORY     - 1907     MONUMENTED       USGS
 JR0759  HISTORY     - 1953     GOOD             NGS
 JR0759
 JR0759                          STATION DESCRIPTION
 JR0759
 JR0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0759'8.6 MI SE FROM THORNE.
 JR0759'8.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0759'FROM THE STATION AT THORNE, 1 POLE EAST OF MILEPOLE 393, IN A
 JR0759'SMALL ALKALI FLAT, 35.0 FEET SOUTH OF THE SOUTH RAIL, 6 FEET
 JR0759'SOUTH OF A TELEPHONE POLE, 2.0 FEET EAST OF A WITNESS POST,
 JR0759'ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH
 JR0759'IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0434 ***********************************************************************
 JR0434  DESIGNATION -  G 120
 JR0434  PID         -  JR0434
 JR0434  STATE/COUNTY-  NV/LYON
 JR0434  USGS QUAD   -  DESERT CREEK RANCH (1988)
 JR0434
 JR0434                         *CURRENT SURVEY CONTROL
 JR0434  ___________________________________________________________________
 JR0434* NAD 83(1986)-  38 41 47.     (N)    119 17 34.     (W)     SCALED    
 JR0434* NAVD 88     -      1574.72   (+/-2cm)    5166.4    (feet)  VERTCON   
 JR0434  ___________________________________________________________________
 JR0434  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 JR0434
 JR0434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0434
 JR0434.The horizontal coordinates were scaled from a topographic map and have
 JR0434.an estimated accuracy of +/- 6 seconds.
 JR0434
 JR0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0434.The vertical order pertains to the NGVD 29 superseded value.
 JR0434
 JR0434.The geoid height was determined by GEOID03.
 JR0434
 JR0434;                    North         East    Units  Estimated Accuracy
 JR0434;SPC NV W     - 4,438,140.      738,290.      MT  (+/- 180 meters Scaled)
 JR0434
 JR0434                          SUPERSEDED SURVEY CONTROL
 JR0434
 JR0434  NGVD 29 (??/??/92) 1573.550  (m)         5162.56   (f) ADJ UNCH    2 0
 JR0434
 JR0434.Superseded values are not recommended for survey control.
 JR0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0434.See file dsdata.txt to determine how the superseded data were derived.
 JR0434
 JR0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC006855(NAD 83)
 JR0434_MARKER: DB = BENCH MARK DISK
 JR0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0434+STABILITY: SURFACE MOTION
 JR0434
 JR0434  HISTORY     - Date     Condition        Report By
 JR0434  HISTORY     - UNK      MONUMENTED       CGS
 JR0434  HISTORY     - 1949     GOOD             NGS
 JR0434
 JR0434                          STATION DESCRIPTION
 JR0434
 JR0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JR0434'5.8 MI S FROM WELLINGTON.
 JR0434'5.8 MILES SOUTH ALONG STATE HIGHWAY 22 FROM WELLINGTON, LYON
 JR0434'COUNTY, ON THE OLD HIGHWAY, 39 FEET EAST OF THE CENTERLINE OF THE
 JR0434'HIGHWAY, AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 JR0434'STAMPED G 120 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JR0434'NOTE-- DUE TO A NEW ALIGNMENT OF STATE HIGHWAY 22, THIS MARK IS
 JR0434'0.6 MILE EAST OF THE PRESENT HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0259 ***********************************************************************
 JP0259  DESIGNATION -  G 121
 JP0259  PID         -  JP0259
 JP0259  STATE/COUNTY-  NV/NYE
 JP0259  USGS QUAD   -  DUCKWATER (1990)
 JP0259
 JP0259                         *CURRENT SURVEY CONTROL
 JP0259  ___________________________________________________________________
 JP0259* NAD 83(1986)-  38 57 45.     (N)    115 42 09.     (W)     SCALED    
 JP0259* NAVD 88     -      1710.774  (meters)    5612.76   (feet)  ADJUSTED  
 JP0259  ___________________________________________________________________
 JP0259  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 JP0259  DYNAMIC HT  -        1708.981 (meters)    5606.88  (feet)  COMP
 JP0259  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 JP0259
 JP0259  VERT ORDER  -  SECOND    CLASS 0
 JP0259
 JP0259.The horizontal coordinates were scaled from a topographic map and have
 JP0259.an estimated accuracy of +/- 6 seconds.
 JP0259
 JP0259.The orthometric height was determined by differential leveling
 JP0259.and adjusted by the National Geodetic Survey in June 1991..
 JP0259
 JP0259.The geoid height was determined by GEOID03.
 JP0259
 JP0259.The dynamic height is computed by dividing the NAVD 88
 JP0259.geopotential number by the normal gravity value computed on the
 JP0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0259.degrees latitude (g = 980.6199 gals.).
 JP0259
 JP0259.The modeled gravity was interpolated from observed gravity values.
 JP0259
 JP0259;                    North         East    Units  Estimated Accuracy
 JP0259;SPC NV C     - 6,467,880.      583,560.      MT  (+/- 180 meters Scaled)
 JP0259
 JP0259                          SUPERSEDED SURVEY CONTROL
 JP0259
 JP0259  NGVD 29 (??/??/92) 1709.56   (m)         5608.8    (f) COMPUTED    2 0
 JP0259
 JP0259.Superseded values are not recommended for survey control.
 JP0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0259.See file dsdata.txt to determine how the superseded data were derived.
 JP0259
 JP0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD124134(NAD 83)
 JP0259_MARKER: DB = BENCH MARK DISK
 JP0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0259_STAMPING: G 121 1934
 JP0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0259+STABILITY: SURFACE MOTION
 JP0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0259+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 JP0259
 JP0259  HISTORY     - Date     Condition        Report By
 JP0259  HISTORY     - 1934     MONUMENTED       CGS
 JP0259  HISTORY     - 1963     GOOD             USGS
 JP0259  HISTORY     - 20010604 GOOD             NVGS
 JP0259
 JP0259                          STATION DESCRIPTION
 JP0259
 JP0259'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JP0259'5.6 MI N FROM DUCKWATER.
 JP0259'5.6 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JP0259'DUCKWATER, NYE COUNTY DUCKWATER SCHOOL, 4.8 MILES NORTH OF ALONG STATE
 JP0259'HIGHWAY 20.  300 YARDS EAST OF A RANCH HOUSE, 275 FEET WEST OF THE
 JP0259'CENTERLINE OF THE HIGHWAY, 23 FEET NORTHWEST OF THE CORNER OF A
 JP0259'BARBED-WIRE FENCE.  A STANDARD DISK, STAMPED G 121 1934 AND SET IN THE
 JP0259'TOP OF A CONCRETE POST.
 JP0259
 JP0259                          STATION RECOVERY (2001)
 JP0259
 JP0259'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (PEY)
 JP0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0276 ***********************************************************************
 KQ0276  DESIGNATION -  G 126
 KQ0276  PID         -  KQ0276
 KQ0276  STATE/COUNTY-  NV/LANDER
 KQ0276  USGS QUAD   -  KINGSTON (1988)
 KQ0276
 KQ0276                         *CURRENT SURVEY CONTROL
 KQ0276  ___________________________________________________________________
 KQ0276* NAD 83(1986)-  39 13 01.     (N)    117 02 21.     (W)     SCALED    
 KQ0276* NAVD 88     -      1764.437  (meters)    5788.82   (feet)  ADJUSTED  
 KQ0276  ___________________________________________________________________
 KQ0276  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 KQ0276  DYNAMIC HT  -        1762.598 (meters)    5782.79  (feet)  COMP
 KQ0276  MODELED GRAV-     979,522.8   (mgal)                       NAVD 88
 KQ0276
 KQ0276  VERT ORDER  -  SECOND    CLASS 0
 KQ0276
 KQ0276.The horizontal coordinates were scaled from a topographic map and have
 KQ0276.an estimated accuracy of +/- 6 seconds.
 KQ0276
 KQ0276.The orthometric height was determined by differential leveling
 KQ0276.and adjusted by the National Geodetic Survey in June 1991..
 KQ0276
 KQ0276.The geoid height was determined by GEOID03.
 KQ0276
 KQ0276.The dynamic height is computed by dividing the NAVD 88
 KQ0276.geopotential number by the normal gravity value computed on the
 KQ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0276.degrees latitude (g = 980.6199 gals.).
 KQ0276
 KQ0276.The modeled gravity was interpolated from observed gravity values.
 KQ0276
 KQ0276;                    North         East    Units  Estimated Accuracy
 KQ0276;SPC NV C     - 6,495,750.      467,830.      MT  (+/- 180 meters Scaled)
 KQ0276
 KQ0276                          SUPERSEDED SURVEY CONTROL
 KQ0276
 KQ0276  NGVD 29 (??/??/92) 1763.183  (m)         5784.71   (f) ADJ UNCH    2 0
 KQ0276
 KQ0276.Superseded values are not recommended for survey control.
 KQ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0276.See file dsdata.txt to determine how the superseded data were derived.
 KQ0276
 KQ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD966408(NAD 83)
 KQ0276_MARKER: DB = BENCH MARK DISK
 KQ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0276_STAMPING: G 126 1934
 KQ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0276+STABILITY: SURFACE MOTION
 KQ0276
 KQ0276  HISTORY     - Date     Condition        Report By
 KQ0276  HISTORY     - 1934     MONUMENTED       CGS
 KQ0276  HISTORY     - 1955     GOOD             USGS
 KQ0276
 KQ0276                          STATION DESCRIPTION
 KQ0276
 KQ0276'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0276'25.7 MI SE FROM AUSTIN.
 KQ0276'ABOUT 11.8 MILES E. ALONG U.S. HIGHWAY 50 FROM LANDER COUNTY
 KQ0276'COURTHOUSE IN AUSTIN, THENCE ABOUT 13.8 MI. S. ALONG STATE HIGHWAY 8A,
 KQ0276'THENCE 0.1 MI. LEFT ALONG ABANDONED SECTION OF HIGHWAY, ABOUT 0.3 MILE
 KQ0276'N. OF JUNCTION OF KINGSTON CREEK ROAD WITH HIGHWAY 8A, 194 FT. E. OF
 KQ0276'THE CENTERLINE OF THE PRESENT HIGHWAY AND 28 FT. WEST OF THE
 KQ0276'CENTERLINE OF THE ABANDONED HIGHWAY.  A STANDARD DISK STAMPED G 126
 KQ0276'1934 SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0113 ***********************************************************************
 JQ0113  DESIGNATION -  G 127
 JQ0113  PID         -  JQ0113
 JQ0113  STATE/COUNTY-  NV/NYE
 JQ0113  USGS QUAD   -  MANHATTAN (1971)
 JQ0113
 JQ0113                         *CURRENT SURVEY CONTROL
 JQ0113  ___________________________________________________________________
 JQ0113* NAD 83(1986)-  38 32 27.     (N)    117 06 32.     (W)     SCALED    
 JQ0113* NAVD 88     -      2007.651  (meters)    6586.77   (feet)  ADJUSTED  
 JQ0113  ___________________________________________________________________
 JQ0113  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 JQ0113  DYNAMIC HT  -        2005.404 (meters)    6579.40  (feet)  COMP
 JQ0113  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 JQ0113
 JQ0113  VERT ORDER  -  SECOND    CLASS 0
 JQ0113
 JQ0113.The horizontal coordinates were scaled from a topographic map and have
 JQ0113.an estimated accuracy of +/- 6 seconds.
 JQ0113
 JQ0113.The orthometric height was determined by differential leveling
 JQ0113.and adjusted by the National Geodetic Survey in June 1991..
 JQ0113
 JQ0113.The geoid height was determined by GEOID03.
 JQ0113
 JQ0113.The dynamic height is computed by dividing the NAVD 88
 JQ0113.geopotential number by the normal gravity value computed on the
 JQ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0113.degrees latitude (g = 980.6199 gals.).
 JQ0113
 JQ0113.The modeled gravity was interpolated from observed gravity values.
 JQ0113
 JQ0113;                    North         East    Units  Estimated Accuracy
 JQ0113;SPC NV C     - 6,420,720.      461,450.      MT  (+/- 180 meters Scaled)
 JQ0113
 JQ0113                          SUPERSEDED SURVEY CONTROL
 JQ0113
 JQ0113  NGVD 29 (??/??/92) 2006.362  (m)         6582.54   (f) ADJ UNCH    2 0
 JQ0113
 JQ0113.Superseded values are not recommended for survey control.
 JQ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0113.See file dsdata.txt to determine how the superseded data were derived.
 JQ0113
 JQ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC905658(NAD 83)
 JQ0113_MARKER: DB = BENCH MARK DISK
 JQ0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0113_STAMPING: G 127 1934
 JQ0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0113+STABILITY: SURFACE MOTION
 JQ0113
 JQ0113  HISTORY     - Date     Condition        Report By
 JQ0113  HISTORY     - 1934     MONUMENTED       CGS
 JQ0113  HISTORY     - 1971     GOOD             USGS
 JQ0113
 JQ0113                          STATION DESCRIPTION
 JQ0113
 JQ0113'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JQ0113'2.1 MI W FROM MANHATTAN.
 JQ0113'ABOUT 1.5 MILES WEST ALONG NEVADA STATE HIGHWAY 269 FROM THE OLD
 JQ0113'SCHOOLHOUSE AT MANHATTAN, NYE COUNTY.  THENCE 0.6 MILES WEST ALONG A
 JQ0113'TRACK ROAD NORTH OF DREDGE TAILINGS IN MANHATTAN GULCH, 21 FEET SOUTH
 JQ0113'OF THE CENTERLINE OF THE ROAD.  ABOUT 50 FEET NORTH OF THE NORTH EDGE
 JQ0113'OF THE TAILINGS.  A STANDARD DISK STAMPED G 127 1934 SET IN THE TOP OF
 JQ0113'A CONCRETE POST PROJECTING 0.9 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0002 ***********************************************************************
 JQ0002  DESIGNATION -  G 129
 JQ0002  PID         -  JQ0002
 JQ0002  STATE/COUNTY-  NV/NYE
 JQ0002  USGS QUAD   -  LITTLE FISH LAKE (1968)
 JQ0002
 JQ0002                         *CURRENT SURVEY CONTROL
 JQ0002  ___________________________________________________________________
 JQ0002* NAD 83(1986)-  38 31 52.     (N)    116 23 59.     (W)     SCALED    
 JQ0002* NAVD 88     -      1788.576  (meters)    5868.02   (feet)  ADJUSTED  
 JQ0002  ___________________________________________________________________
 JQ0002  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 JQ0002  DYNAMIC HT  -        1786.617 (meters)    5861.59  (feet)  COMP
 JQ0002  MODELED GRAV-     979,470.0   (mgal)                       NAVD 88
 JQ0002
 JQ0002  VERT ORDER  -  SECOND    CLASS 0
 JQ0002
 JQ0002.The horizontal coordinates were scaled from a topographic map and have
 JQ0002.an estimated accuracy of +/- 6 seconds.
 JQ0002
 JQ0002.The orthometric height was determined by differential leveling
 JQ0002.and adjusted by the National Geodetic Survey in June 1991..
 JQ0002
 JQ0002.The geoid height was determined by GEOID03.
 JQ0002
 JQ0002.The dynamic height is computed by dividing the NAVD 88
 JQ0002.geopotential number by the normal gravity value computed on the
 JQ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0002.degrees latitude (g = 980.6199 gals.).
 JQ0002
 JQ0002.The modeled gravity was interpolated from observed gravity values.
 JQ0002
 JQ0002;                    North         East    Units  Estimated Accuracy
 JQ0002;SPC NV C     - 6,419,590.      523,270.      MT  (+/- 180 meters Scaled)
 JQ0002
 JQ0002                          SUPERSEDED SURVEY CONTROL
 JQ0002
 JQ0002  NGVD 29 (??/??/92) 1787.393  (m)         5864.14   (f) ADJ UNCH    2 0
 JQ0002
 JQ0002.Superseded values are not recommended for survey control.
 JQ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0002.See file dsdata.txt to determine how the superseded data were derived.
 JQ0002
 JQ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC523649(NAD 83)
 JQ0002_MARKER: DB = BENCH MARK DISK
 JQ0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0002_STAMPING: G 129 1934
 JQ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0002+STABILITY: SURFACE MOTION
 JQ0002
 JQ0002  HISTORY     - Date     Condition        Report By
 JQ0002  HISTORY     - 1934     MONUMENTED       CGS
 JQ0002  HISTORY     - 1967     MARK NOT FOUND   NGS
 JQ0002
 JQ0002                          STATION DESCRIPTION
 JQ0002
 JQ0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0002'3.6 MI W FROM HOT CREEK RANCH.
 JQ0002'ABOUT 3.6 MILES WEST ALONG THE ROAD LEADING TO THE JUNCTION OF THE
 JQ0002'TYBO-MCCANN SUMMIT ROAD FROM THE WILLIAMS RANCH HOUSE AT HOT CREEK
 JQ0002'RANCH, NYE COUNTY, AT THE DUGAN RANCH, 126 FEET WEST OF THE RANCH
 JQ0002'HOUSE, 22 FEET SOUTHWEST OF A STONE CHICKEN HOUSE, AND 12 FEET NORTH
 JQ0002'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED G 129 1934
 JQ0002'AND SET IN THE TOP OF A CONCRETE POST.
 JQ0002
 JQ0002                          STATION RECOVERY (1967)
 JQ0002
 JQ0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JQ0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0262 ***********************************************************************
 JR0262  DESIGNATION -  G 13
 JR0262  PID         -  JR0262
 JR0262  STATE/COUNTY-  NV/MINERAL
 JR0262  USGS QUAD   -  BELLEVILLE (1982)
 JR0262
 JR0262                         *CURRENT SURVEY CONTROL
 JR0262  ___________________________________________________________________
 JR0262* NAD 83(1986)-  38 10 32.     (N)    118 10 55.     (W)     SCALED    
 JR0262* NAVD 88     -      1661.831  (meters)    5452.19   (feet)  ADJUSTED  
 JR0262  ___________________________________________________________________
 JR0262  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 JR0262  DYNAMIC HT  -        1660.018 (meters)    5446.24  (feet)  COMP
 JR0262  MODELED GRAV-     979,480.2   (mgal)                       NAVD 88
 JR0262
 JR0262  VERT ORDER  -  FIRST     CLASS II
 JR0262
 JR0262.The horizontal coordinates were scaled from a topographic map and have
 JR0262.an estimated accuracy of +/- 6 seconds.
 JR0262
 JR0262.The orthometric height was determined by differential leveling
 JR0262.and adjusted by the National Geodetic Survey in June 1991..
 JR0262.WARNING-Repeat measurements at this control monument indicate possible
 JR0262.vertical movement.
 JR0262
 JR0262.The geoid height was determined by GEOID03.
 JR0262
 JR0262.The dynamic height is computed by dividing the NAVD 88
 JR0262.geopotential number by the normal gravity value computed on the
 JR0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0262.degrees latitude (g = 980.6199 gals.).
 JR0262
 JR0262.The modeled gravity was interpolated from observed gravity values.
 JR0262
 JR0262;                    North         East    Units  Estimated Accuracy
 JR0262;SPC NV W     - 4,380,160.      835,170.      MT  (+/- 180 meters Scaled)
 JR0262
 JR0262                          SUPERSEDED SURVEY CONTROL
 JR0262
 JR0262  NGVD 29 (??/??/92) 1660.604  (m)         5448.16   (f) ADJ UNCH    1 2
 JR0262
 JR0262.Superseded values are not recommended for survey control.
 JR0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0262.See file dsdata.txt to determine how the superseded data were derived.
 JR0262
 JR0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC964259(NAD 83)
 JR0262_MARKER: DD = SURVEY DISK
 JR0262_SETTING: 80 = SET IN A BOULDER
 JR0262_SP_SET: BOULDER
 JR0262_STAMPING: G 13 5448.368 1913
 JR0262_MARK LOGO: USGS  
 JR0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0262+STABILITY: SURFACE MOTION
 JR0262
 JR0262  HISTORY     - Date     Condition        Report By
 JR0262  HISTORY     - 1913     MONUMENTED       USGS
 JR0262  HISTORY     - 1955     GOOD             NGS
 JR0262  HISTORY     - 1986     GOOD             NGS
 JR0262
 JR0262                          STATION DESCRIPTION
 JR0262
 JR0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0262'14.7 MI N FROM BASALT.
 JR0262'14.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 JR0262'U.S. HGIHWAY 6 AT BASALT, THENCE 0.2 MILE EAST ALONG A TRACK
 JR0262'ROAD, AT THE CROSSING OF AN ABANDONED SOUTHERN PACIFIC COMPANY
 JR0262'RAILROAD BED, IN THE TOP OF A SMALL BOULDER WHICH PROJECTS
 JR0262'0.2 FOOT ABOVE THE GROUND, 24 FEET SOUTHWEST OF THE CENTER LINE
 JR0262'OF THE ROAD, 23 FEET SOUTHEAST OF THE CENTER LINE OF THE RAILROAD
 JR0262'BED, 1.5 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 2 FEET
 JR0262'HIGHER THAN THE ROAD.
 JR0262
 JR0262                          STATION RECOVERY (1986)
 JR0262
 JR0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0262'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.2 KM (8.2
 JR0262'MI) SOUTH ALONG US HIGHWAY 95 FROM THE FIRE STATION IN MINA, THENCE
 JR0262'14.0 KM (8.7 MI) SOUTHWEST ALONG STATE HIGHWAY 360, THENCE 0.76 KM
 JR0262'(0.47 MI) SOUTH ALONG CANDELARIA ROAD, THENCE 0.22 KM (0.14 MI)
 JR0262'SOUTHWEST ALONG THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED,
 JR0262'IN THE SOUTH CORNER OF THE INTERSECTION OF A TRACK ROAD, 7.0 METERS
 JR0262'(23.0 FT) SOUTHEAST OF THE CENTER OF THE RAILROAD BED, 7.6 METERS
 JR0262'(25.0 FT) SOUTHWEST OF THE CENTER OF THE TRACK ROAD, IN TOP AND
 JR0262'CENTER OF A 0.3- BY 0.6-METER BOULDER FLUSH WITH THE GROUND.
 JR0262'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 JR0262'THE MARK IS ABOVE LEVEL WITH THE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0293 ***********************************************************************
 HQ0293  DESIGNATION -  G 130
 HQ0293  PID         -  HQ0293
 HQ0293  STATE/COUNTY-  NV/ESMERALDA
 HQ0293  USGS QUAD   -  MAGRUDER MTN (1987)
 HQ0293
 HQ0293                         *CURRENT SURVEY CONTROL
 HQ0293  ___________________________________________________________________
 HQ0293* NAD 83(1986)-  37 25 31.     (N)    117 35 02.     (W)     SCALED    
 HQ0293* NAVD 88     -      2200.434  (meters)    7219.26   (feet)  ADJUSTED  
 HQ0293  ___________________________________________________________________
 HQ0293  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 HQ0293  DYNAMIC HT  -        2197.717 (meters)    7210.34  (feet)  COMP
 HQ0293  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 HQ0293
 HQ0293  VERT ORDER  -  SECOND    CLASS 0
 HQ0293
 HQ0293.The horizontal coordinates were scaled from a topographic map and have
 HQ0293.an estimated accuracy of +/- 6 seconds.
 HQ0293
 HQ0293.The orthometric height was determined by differential leveling
 HQ0293.and adjusted by the National Geodetic Survey in June 1991..
 HQ0293
 HQ0293.The geoid height was determined by GEOID03.
 HQ0293
 HQ0293.The dynamic height is computed by dividing the NAVD 88
 HQ0293.geopotential number by the normal gravity value computed on the
 HQ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0293.degrees latitude (g = 980.6199 gals.).
 HQ0293
 HQ0293.The modeled gravity was interpolated from observed gravity values.
 HQ0293
 HQ0293;                    North         East    Units  Estimated Accuracy
 HQ0293;SPC NV W     - 4,297,290.      888,460.      MT  (+/- 180 meters Scaled)
 HQ0293
 HQ0293                          SUPERSEDED SURVEY CONTROL
 HQ0293
 HQ0293  NGVD 29 (??/??/92) 2199.201  (m)         7215.21   (f) ADJ UNCH    2 0
 HQ0293
 HQ0293.Superseded values are not recommended for survey control.
 HQ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0293.See file dsdata.txt to determine how the superseded data were derived.
 HQ0293
 HQ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB483422(NAD 83)
 HQ0293_MARKER: DB = BENCH MARK DISK
 HQ0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0293_STAMPING: G 130 1934
 HQ0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0293+STABILITY: SURFACE MOTION
 HQ0293
 HQ0293  HISTORY     - Date     Condition        Report By
 HQ0293  HISTORY     - 1934     MONUMENTED       CGS
 HQ0293
 HQ0293                          STATION DESCRIPTION
 HQ0293
 HQ0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HQ0293'5.5 MI W FROM LIDA.
 HQ0293'5.5 MILES WEST ALONG THE ROAD LEADING TO BIGPINE, CALIFORNIA,
 HQ0293'FROM LIDA, ESMERALDA COUNTY, ON THE WEST SLOPE OF THE SUMMIT
 HQ0293'WEST OF LIDA, AND 12 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 HQ0293'A STANDARD DISK, STAMPED G 130 1934 AND SET IN THE TOP OF A
 HQ0293'CONCRETE POST.  NOTE-- THE ROAD HAS BEEN WIDENED AND THE MARK
 HQ0293'HAS PROBABLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0389 ***********************************************************************
 JQ0389  DESIGNATION -  G 131
 JQ0389  PID         -  JQ0389
 JQ0389  STATE/COUNTY-  NV/NYE
 JQ0389  USGS QUAD   -  DOWNEYVILLE (1988)
 JQ0389
 JQ0389                         *CURRENT SURVEY CONTROL
 JQ0389  ___________________________________________________________________
 JQ0389* NAD 83(1986)-  38 56 01.     (N)    117 56 43.     (W)     SCALED    
 JQ0389* NAVD 88     -      1425.480  (meters)    4676.76   (feet)  ADJUSTED  
 JQ0389  ___________________________________________________________________
 JQ0389  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 JQ0389  DYNAMIC HT  -        1424.086 (meters)    4672.19  (feet)  COMP
 JQ0389  MODELED GRAV-     979,600.1   (mgal)                       NAVD 88
 JQ0389
 JQ0389  VERT ORDER  -  FIRST     CLASS II
 JQ0389
 JQ0389.The horizontal coordinates were scaled from a topographic map and have
 JQ0389.an estimated accuracy of +/- 6 seconds.
 JQ0389
 JQ0389.The orthometric height was determined by differential leveling
 JQ0389.and adjusted by the National Geodetic Survey in June 1991..
 JQ0389
 JQ0389.The geoid height was determined by GEOID03.
 JQ0389
 JQ0389.The dynamic height is computed by dividing the NAVD 88
 JQ0389.geopotential number by the normal gravity value computed on the
 JQ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0389.degrees latitude (g = 980.6199 gals.).
 JQ0389
 JQ0389.The modeled gravity was interpolated from observed gravity values.
 JQ0389
 JQ0389;                    North         East    Units  Estimated Accuracy
 JQ0389;SPC NV C     - 6,465,010.      389,140.      MT  (+/- 180 meters Scaled)
 JQ0389
 JQ0389                          SUPERSEDED SURVEY CONTROL
 JQ0389
 JQ0389  NGVD 29 (??/??/92) 1424.438  (m)         4673.34   (f) ADJ UNCH    1 2
 JQ0389
 JQ0389.Superseded values are not recommended for survey control.
 JQ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0389.See file dsdata.txt to determine how the superseded data were derived.
 JQ0389
 JQ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD180098(NAD 83)
 JQ0389_MARKER: DB = BENCH MARK DISK
 JQ0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0389_STAMPING: G 131 1934
 JQ0389_MARK LOGO: CGS   
 JQ0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0389+STABILITY: SURFACE MOTION
 JQ0389
 JQ0389  HISTORY     - Date     Condition        Report By
 JQ0389  HISTORY     - 1934     MONUMENTED       CGS
 JQ0389  HISTORY     - 1955     GOOD             NGS
 JQ0389  HISTORY     - 1984     GOOD             NGS
 JQ0389
 JQ0389                          STATION DESCRIPTION
 JQ0389
 JQ0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JQ0389'5.4 MI N FROM GABBS.
 JQ0389'0.3 MILE NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JQ0389'THENCE 4.8 MILES NORTH ALONG STATE HIGHWAY 23, THENCE 0.3 MILE EAST
 JQ0389'ACROSS COUNTRY, ALONG AN ABANDONED TRACK ROAD (FORMER HIGHWAY), 0.1
 JQ0389'MILE SOUTHEAST OF THE Y JUNCTION OF A DIM DIRT ROAD LEADING EAST, 29
 JQ0389'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTHWEST OF A
 JQ0389'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 JQ0389'A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 JQ0389
 JQ0389                          STATION RECOVERY (1984)
 JQ0389
 JQ0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0389'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 JQ0389'NOTE--STATE HIGHWAY 23 IS NOW STATE HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0044 ***********************************************************************
 JR0044  DESIGNATION -  G 132
 JR0044  PID         -  JR0044
 JR0044  STATE/COUNTY-  NV/MINERAL
 JR0044  USGS QUAD   -  AURORA (1989)
 JR0044
 JR0044                         *CURRENT SURVEY CONTROL
 JR0044  ___________________________________________________________________
 JR0044* NAD 83(1986)-  38 21 27.     (N)    118 53 56.     (W)     SCALED    
 JR0044* NAVD 88     -      1857.18   (+/-2cm)    6093.1    (feet)  VERTCON   
 JR0044  ___________________________________________________________________
 JR0044  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 JR0044
 JR0044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0044
 JR0044.The horizontal coordinates were scaled from a topographic map and have
 JR0044.an estimated accuracy of +/- 6 seconds.
 JR0044
 JR0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0044.The vertical order pertains to the NGVD 29 superseded value.
 JR0044
 JR0044.The geoid height was determined by GEOID03.
 JR0044
 JR0044;                    North         East    Units  Estimated Accuracy
 JR0044;SPC NV W     - 4,400,330.      772,420.      MT  (+/- 180 meters Scaled)
 JR0044
 JR0044                          SUPERSEDED SURVEY CONTROL
 JR0044
 JR0044  NGVD 29 (??/??/92) 1855.863  (m)         6088.78   (f) ADJ UNCH    2 0
 JR0044
 JR0044.Superseded values are not recommended for survey control.
 JR0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0044.See file dsdata.txt to determine how the superseded data were derived.
 JR0044
 JR0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC340471(NAD 83)
 JR0044_MARKER: DB = BENCH MARK DISK
 JR0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0044_STAMPING: G 132 1934
 JR0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0044+STABILITY: SURFACE MOTION
 JR0044
 JR0044  HISTORY     - Date     Condition        Report By
 JR0044  HISTORY     - 1934     MONUMENTED       CGS
 JR0044  HISTORY     - 1940     GOOD             NGS
 JR0044  HISTORY     - 19841101 MARK NOT FOUND   USGS
 JR0044
 JR0044                          STATION DESCRIPTION
 JR0044
 JR0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0044'22 MI SW FROM HAWTHORNE.
 JR0044'22.0 MILES SOUTHWEST ALONG THE ROAD LEADING TO BRIDGEPORT,
 JR0044'CALIFORNIA, FROM HAWTHORNE, MINERAL COUNTY, ABOUT 450 FEET
 JR0044'SOUTH OF THE RANCH HOUSE AT FLETCHERS STATION, AT THE JUNCTION
 JR0044'OF A ROAD LEADING TO WELLINGTON, 50 FEET EAST OF THE CENTERLINE
 JR0044'OF THE ROAD LEADING TO WELLINGTON, 38 FEET WEST OF THE CENTERLINE
 JR0044'OF THE ROAD LEADING TO BRIDGEPORT, AND NEAR A WHITE WOODEN
 JR0044'WITNESS POST.  A STANDARD DISK, STAMPED G 132 1934 AND SET IN
 JR0044'THE TOP OF A CONCRETE POST.
 JR0044
 JR0044                          STATION RECOVERY (1984)
 JR0044
 JR0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RCN)
 JR0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR0249 ***********************************************************************
 HR0249  DESIGNATION -  G 133
 HR0249  PID         -  HR0249
 HR0249  STATE/COUNTY-  NV/MINERAL
 HR0249  USGS QUAD   -  MT MONTGOMERY (1994)
 HR0249
 HR0249                         *CURRENT SURVEY CONTROL
 HR0249  ___________________________________________________________________
 HR0249* NAD 83(1986)-  37 57 46.     (N)    118 21 01.     (W)     SCALED    
 HR0249* NAVD 88     -      2028.41   (+/-2cm)    6654.9    (feet)  VERTCON   
 HR0249  ___________________________________________________________________
 HR0249  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 HR0249
 HR0249  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0249
 HR0249.The horizontal coordinates were scaled from a topographic map and have
 HR0249.an estimated accuracy of +/- 6 seconds.
 HR0249
 HR0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0249.The vertical order pertains to the NGVD 29 superseded value.
 HR0249
 HR0249.The geoid height was determined by GEOID03.
 HR0249
 HR0249;                    North         East    Units  Estimated Accuracy
 HR0249;SPC NV W     - 4,356,500.      820,480.      MT  (+/- 180 meters Scaled)
 HR0249
 HR0249                          SUPERSEDED SURVEY CONTROL
 HR0249
 HR0249  NGVD 29 (??/??/92) 2027.058  (m)         6650.44   (f) ADJ UNCH    1 2
 HR0249
 HR0249.Superseded values are not recommended for survey control.
 HR0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0249.See file dsdata.txt to determine how the superseded data were derived.
 HR0249
 HR0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC813025(NAD 83)
 HR0249_MARKER: DB = BENCH MARK DISK
 HR0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HR0249_SP_SET: CULVERT
 HR0249_STAMPING: G 133 1955
 HR0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0249
 HR0249  HISTORY     - Date     Condition        Report By
 HR0249  HISTORY     - 1955     MONUMENTED       CGS
 HR0249  HISTORY     - 19850617 MARK NOT FOUND   USGS
 HR0249  HISTORY     - 1986     MARK NOT FOUND   NGS
 HR0249
 HR0249                          STATION DESCRIPTION
 HR0249
 HR0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HR0249'2.4 MI SW FROM MT MONTGOMERY.
 HR0249'2.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE BAR AND CAFE AT
 HR0249'MT. MONTGOMERY, AT THE BOTTOM OF A STEEP GRADE, ON THE OUTSIDE
 HR0249'OF A U CURVE, AT 6- BY 5-FOOT CONCRETE BOX CULVERT E 918+40, IN
 HR0249'THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL, 15.5
 HR0249'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 HR0249'THE HIGHWAY.
 HR0249
 HR0249                          STATION RECOVERY (1985)
 HR0249
 HR0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RFW)
 HR0249'MARK NOT FOUND.
 HR0249
 HR0249                          STATION RECOVERY (1986)
 HR0249
 HR0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0249'NOT RECOVERED.  THE DESCRIBED HEADWALL NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0630 ***********************************************************************
 HQ0630  DESIGNATION -  G 134
 HQ0630  PID         -  HQ0630
 HQ0630  STATE/COUNTY-  NV/ESMERALDA
 HQ0630  USGS QUAD   -  KLONDIKE (1982)
 HQ0630
 HQ0630                         *CURRENT SURVEY CONTROL
 HQ0630  ___________________________________________________________________
 HQ0630* NAD 83(1986)-  37 54 39.     (N)    117 16 40.     (W)     SCALED    
 HQ0630* NAVD 88     -      1498.067  (meters)    4914.91   (feet)  ADJUSTED  
 HQ0630  ___________________________________________________________________
 HQ0630  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 HQ0630  DYNAMIC HT  -        1496.444 (meters)    4909.58  (feet)  COMP
 HQ0630  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 HQ0630
 HQ0630  VERT ORDER  -  FIRST     CLASS II
 HQ0630
 HQ0630.The horizontal coordinates were scaled from a topographic map and have
 HQ0630.an estimated accuracy of +/- 6 seconds.
 HQ0630
 HQ0630.The orthometric height was determined by differential leveling
 HQ0630.and adjusted by the National Geodetic Survey in June 1991..
 HQ0630
 HQ0630.The geoid height was determined by GEOID03.
 HQ0630
 HQ0630.The dynamic height is computed by dividing the NAVD 88
 HQ0630.geopotential number by the normal gravity value computed on the
 HQ0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0630.degrees latitude (g = 980.6199 gals.).
 HQ0630
 HQ0630.The modeled gravity was interpolated from observed gravity values.
 HQ0630
 HQ0630;                    North         East    Units  Estimated Accuracy
 HQ0630;SPC NV W     - 4,351,510.      914,800.      MT  (+/- 180 meters Scaled)
 HQ0630
 HQ0630                          SUPERSEDED SURVEY CONTROL
 HQ0630
 HQ0630  NGVD 29 (??/??/92) 1496.970  (m)         4911.31   (f) ADJ UNCH    1 2
 HQ0630
 HQ0630.Superseded values are not recommended for survey control.
 HQ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0630.See file dsdata.txt to determine how the superseded data were derived.
 HQ0630
 HQ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB755959(NAD 83)
 HQ0630_MARKER: DB = BENCH MARK DISK
 HQ0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0630_STAMPING: G 134 1955
 HQ0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0630+STABILITY: SURFACE MOTION
 HQ0630
 HQ0630  HISTORY     - Date     Condition        Report By
 HQ0630  HISTORY     - 1955     MONUMENTED       CGS
 HQ0630
 HQ0630                          STATION DESCRIPTION
 HQ0630
 HQ0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0630'15.1 MI N FROM GOLDFIELD.
 HQ0630'9.9 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0630'AT GOLDFIELD, THENCE 0.3 MILE WEST ALONG A TRACK ROAD, THENCE
 HQ0630'4.9 MILES NORTHWEST ALONG AN ABANDONED TONOPAH AND GOLDFIELD
 HQ0630'RAILROAD BED, 134 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 HQ0630'A LARGE DRY WASH, 70 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 HQ0630'THE RAILROAD BED, 40 FEET SOUTHWEST OF THE CENTER LINE OF A
 HQ0630'TRACK ROAD, 3.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT
 HQ0630'HIGHER THAN THE RAILROAD BED, AND SET IN THE TOP OF A CONCRETE
 HQ0630'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0360 ***********************************************************************
 HQ0360  DESIGNATION -  G 135
 HQ0360  PID         -  HQ0360
 HQ0360  STATE/COUNTY-  NV/NYE
 HQ0360  USGS QUAD   -  RALSTON (1988)
 HQ0360
 HQ0360                         *CURRENT SURVEY CONTROL
 HQ0360  ___________________________________________________________________
 HQ0360* NAD 83(1986)-  37 32 32.     (N)    117 09 32.     (W)     SCALED    
 HQ0360* NAVD 88     -      1443.182  (meters)    4734.84   (feet)  ADJUSTED  
 HQ0360  ___________________________________________________________________
 HQ0360  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 HQ0360  DYNAMIC HT  -        1441.588 (meters)    4729.61  (feet)  COMP
 HQ0360  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 HQ0360
 HQ0360  VERT ORDER  -  FIRST     CLASS II
 HQ0360
 HQ0360.The horizontal coordinates were scaled from a topographic map and have
 HQ0360.an estimated accuracy of +/- 6 seconds.
 HQ0360
 HQ0360.The orthometric height was determined by differential leveling
 HQ0360.and adjusted by the National Geodetic Survey in June 1991..
 HQ0360
 HQ0360.The geoid height was determined by GEOID03.
 HQ0360
 HQ0360.The dynamic height is computed by dividing the NAVD 88
 HQ0360.geopotential number by the normal gravity value computed on the
 HQ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0360.degrees latitude (g = 980.6199 gals.).
 HQ0360
 HQ0360.The modeled gravity was interpolated from observed gravity values.
 HQ0360
 HQ0360;                    North         East    Units  Estimated Accuracy
 HQ0360;SPC NV C     - 6,309,910.      456,500.      MT  (+/- 180 meters Scaled)
 HQ0360
 HQ0360                          SUPERSEDED SURVEY CONTROL
 HQ0360
 HQ0360  NGVD 29 (??/??/92) 1442.097  (m)         4731.28   (f) ADJ UNCH    1 2
 HQ0360
 HQ0360.Superseded values are not recommended for survey control.
 HQ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0360.See file dsdata.txt to determine how the superseded data were derived.
 HQ0360
 HQ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB859550(NAD 83)
 HQ0360_MARKER: DB = BENCH MARK DISK
 HQ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0360_SP_SET: CONCRETE POST
 HQ0360_STAMPING: G 135 1955
 HQ0360_MARK LOGO: CGS   
 HQ0360_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0360+STABILITY: SURFACE MOTION
 HQ0360
 HQ0360  HISTORY     - Date     Condition        Report By
 HQ0360  HISTORY     - 1955     MONUMENTED       CGS
 HQ0360  HISTORY     - 19920623 GOOD             LOCENG
 HQ0360
 HQ0360                          STATION DESCRIPTION
 HQ0360
 HQ0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0360'16.2 MI S FROM GOLDFIELD.
 HQ0360'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE AT
 HQ0360'GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD, THENCE
 HQ0360'10.6 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS AND
 HQ0360'TONOPAH RAILROAD, 1.0 MILE SOUTH OF THE ABANDONED RALSTON
 HQ0360'STATION, 78 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A SMALL
 HQ0360'DRY WASH, 25 FEET EAST OF THE CENTER LINE OF THE RAILROAD BED,
 HQ0360'2.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE RAILROAD
 HQ0360'BED, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 HQ0360'ABOVE THE GROUND.
 HQ0360
 HQ0360                          STATION RECOVERY (1992)
 HQ0360
 HQ0360'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0117 ***********************************************************************
 GR0117  DESIGNATION -  G 136
 GR0117  PID         -  GR0117
 GR0117  STATE/COUNTY-  NV/CLARK
 GR0117  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0117
 GR0117                         *CURRENT SURVEY CONTROL
 GR0117  ___________________________________________________________________
 GR0117* NAD 83(1986)-  36 46 48.     (N)    114 08 24.     (W)     SCALED    
 GR0117* NAVD 88     -       470.502  (meters)    1543.64   (feet)  POSTED    
 GR0117  ___________________________________________________________________
 GR0117  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 GR0117  DYNAMIC HT  -         470.040 (meters)    1542.12  (feet)  COMP
 GR0117  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 GR0117
 GR0117  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0117
 GR0117.The horizontal coordinates were scaled from a topographic map and have
 GR0117.an estimated accuracy of +/- 6 seconds.
 GR0117
 GR0117.The orthometric height was determined by differential leveling
 GR0117.and adjusted by the National Geodetic Survey in 1992..
 GR0117.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0117.rate of 0.0 thru 1.0 mm/km.
 GR0117
 GR0117.The geoid height was determined by GEOID03.
 GR0117
 GR0117.The dynamic height is computed by dividing the NAVD 88
 GR0117.geopotential number by the normal gravity value computed on the
 GR0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0117.degrees latitude (g = 980.6199 gals.).
 GR0117
 GR0117.The modeled gravity was interpolated from observed gravity values.
 GR0117
 GR0117;                    North         East    Units  Estimated Accuracy
 GR0117;SPC NV E     - 8,226,190.      328,830.      MT  (+/- 180 meters Scaled)
 GR0117
 GR0117                          SUPERSEDED SURVEY CONTROL
 GR0117
 GR0117  NGVD 29 (??/??/92)  469.812  (m)         1541.37   (f) ADJ UNCH    2 0
 GR0117
 GR0117.Superseded values are not recommended for survey control.
 GR0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0117.See file dsdata.txt to determine how the superseded data were derived.
 GR0117
 GR0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA552742(NAD 83)
 GR0117_MARKER: DD = SURVEY DISK
 GR0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0117_SP_SET: CONCRETE BLOCK
 GR0117_STAMPING: SEE TEXT
 GR0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0117
 GR0117  HISTORY     - Date     Condition        Report By
 GR0117  HISTORY     - 1957     MONUMENTED       NVDH
 GR0117  HISTORY     - 1957     GOOD             NGS
 GR0117  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0117
 GR0117                          STATION DESCRIPTION
 GR0117
 GR0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0117'3.75 MI W FROM MESQUITE.
 GR0117'3.75 MILE WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0117'50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 15 FEET BELOW
 GR0117'THE ROAD SURFACE AND 2.6 FEET NORTH OF A ROUND BLACK AND WHITE IRON
 GR0117'REFERENCE POST.  A STANDARD DISK SET IN A ROUND CONCRETE BLOCK FLUSH
 GR0117'WITH THE GROUND.  STAMPED DIST 50 FT STA F 403 + 16.73 POT ANGLE 90 O
 GR0117'G 136 1957 ELEV 1541.92.
 GR0117
 GR0117                          STATION RECOVERY (1982)
 GR0117
 GR0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0151 ***********************************************************************
 GR0151  DESIGNATION -  G 137
 GR0151  PID         -  GR0151
 GR0151  STATE/COUNTY-  NV/CLARK
 GR0151  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0151
 GR0151                         *CURRENT SURVEY CONTROL
 GR0151  ___________________________________________________________________
 GR0151* NAD 83(1986)-  36 46 07.     (N)    114 13 09.     (W)     SCALED    
 GR0151* NAVD 88     -       520.123  (meters)    1706.44   (feet)  POSTED    
 GR0151  ___________________________________________________________________
 GR0151  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GR0151  DYNAMIC HT  -         519.620 (meters)    1704.79  (feet)  COMP
 GR0151  MODELED GRAV-     979,640.3   (mgal)                       NAVD 88
 GR0151
 GR0151  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0151
 GR0151.The horizontal coordinates were scaled from a topographic map and have
 GR0151.an estimated accuracy of +/- 6 seconds.
 GR0151
 GR0151.The orthometric height was determined by differential leveling
 GR0151.and adjusted by the National Geodetic Survey in 1992..
 GR0151.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0151.rate of 0.0 thru 1.0 mm/km.
 GR0151
 GR0151.The geoid height was determined by GEOID03.
 GR0151
 GR0151.The dynamic height is computed by dividing the NAVD 88
 GR0151.geopotential number by the normal gravity value computed on the
 GR0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0151.degrees latitude (g = 980.6199 gals.).
 GR0151
 GR0151.The modeled gravity was interpolated from observed gravity values.
 GR0151
 GR0151;                    North         East    Units  Estimated Accuracy
 GR0151;SPC NV E     - 8,224,820.      321,790.      MT  (+/- 180 meters Scaled)
 GR0151
 GR0151                          SUPERSEDED SURVEY CONTROL
 GR0151
 GR0151  NGVD 29 (??/??/92)  519.432  (m)         1704.17   (f) ADJ UNCH    2 0
 GR0151
 GR0151.Superseded values are not recommended for survey control.
 GR0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0151.See file dsdata.txt to determine how the superseded data were derived.
 GR0151
 GR0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA482728(NAD 83)
 GR0151_MARKER: DD = SURVEY DISK
 GR0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0151_STAMPING: SEE TEXT
 GR0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0151+STABILITY: SURFACE MOTION
 GR0151
 GR0151  HISTORY     - Date     Condition        Report By
 GR0151  HISTORY     - 1957     MONUMENTED       NVDH
 GR0151  HISTORY     - 1957     GOOD             NGS
 GR0151  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0151
 GR0151                          STATION DESCRIPTION
 GR0151
 GR0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0151'9.3 MI W FROM MESQUITE.
 GR0151'9.3 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0151'50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 20 FEET LOWER
 GR0151'THAN THE ROAD SURFACE AND 2.6 FEET NORTH OF A BLACK AND WHITE IRON
 GR0151'REFERENCE POST, SET IN A CONCRETE POST FLUSH WITH THE GROUND. STAMPED
 GR0151'DIST 50 FT STA F 146 + 93.28 POT ANGLE 90 O G 137 1957 ELEV 1704.30.
 GR0151
 GR0151                          STATION RECOVERY (1982)
 GR0151
 GR0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0175 ***********************************************************************
 GR0175  DESIGNATION -  G 138
 GR0175  PID         -  GR0175
 GR0175  STATE/COUNTY-  NV/CLARK
 GR0175  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0175
 GR0175                         *CURRENT SURVEY CONTROL
 GR0175  ___________________________________________________________________
 GR0175* NAD 83(1986)-  36 46 30.     (N)    114 17 05.     (W)     SCALED    
 GR0175* NAVD 88     -       645.118  (meters)    2116.52   (feet)  ADJUSTED  
 GR0175  ___________________________________________________________________
 GR0175  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 GR0175  DYNAMIC HT  -         644.481 (meters)    2114.43  (feet)  COMP
 GR0175  MODELED GRAV-     979,625.2   (mgal)                       NAVD 88
 GR0175  OBS GRAVITY -     979,625.4   (mgal)                       GRAV_OBS
 GR0175
 GR0175  VERT ORDER  -  FIRST     CLASS II
 GR0175
 GR0175.The horizontal coordinates were scaled from a topographic map and have
 GR0175.an estimated accuracy of +/- 6 seconds.
 GR0175
 GR0175.The orthometric height was determined by differential leveling
 GR0175.and adjusted by the National Geodetic Survey in June 1991..
 GR0175
 GR0175.The geoid height was determined by GEOID03.
 GR0175
 GR0175.The dynamic height is computed by dividing the NAVD 88
 GR0175.geopotential number by the normal gravity value computed on the
 GR0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0175.degrees latitude (g = 980.6199 gals.).
 GR0175
 GR0175.The modeled gravity was interpolated from observed gravity values.
 GR0175.The observed gravity was obtained from relative gravimeter ties
 GR0175.to the IGSN71 gravity network.
 GR0175
 GR0175;                    North         East    Units  Estimated Accuracy
 GR0175;SPC NV E     - 8,225,450.      315,920.      MT  (+/- 180 meters Scaled)
 GR0175
 GR0175                          SUPERSEDED SURVEY CONTROL
 GR0175
 GR0175  NGVD 29 (??/??/92)  644.422  (m)         2114.24   (f) ADJ UNCH    1 2
 GR0175
 GR0175.Superseded values are not recommended for survey control.
 GR0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0175.See file dsdata.txt to determine how the superseded data were derived.
 GR0175
 GR0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA423733(NAD 83)
 GR0175_MARKER: DD = SURVEY DISK
 GR0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0175_SP_SET: CONCRETE BLOCK
 GR0175_STAMPING: SEE TEXT
 GR0175_MARK LOGO: NVDH  
 GR0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0175
 GR0175  HISTORY     - Date     Condition        Report By
 GR0175  HISTORY     - 1957     MONUMENTED       NVDH
 GR0175  HISTORY     - 1957     GOOD             NGS
 GR0175  HISTORY     - 1982     GOOD             NGS
 GR0175
 GR0175                          STATION DESCRIPTION
 GR0175
 GR0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0175'13.0 MI SW FROM MESQUITE.
 GR0175'13 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE
 GR0175'IN MESQUITE, AND 15.15 MILES EASTERLY FROM THE JUNCTION WITH STATE
 GR0175'ROUTE 12, 150.03 FEET SOUTH OF THE NORTH ROAD RIGHT-OF-WAY MARKER
 GR0175'POST, 69 FEET NORTHWEST OF CULVERT NO. X 700 + 50, 49.97 FEET NORTH OF
 GR0175'THE CENTER LINE OF THE HIGHWAY AND ABOUT 15 FEET EAST OF A TRACK ROAD.
 GR0175'A STANDARD DISK SET IN A ROUND CONCRETE BLOCK SET FLUSH WITH THE
 GR0175'GROUND SURFACE.  STAMPED DIST 49.97 STA X 699 + 84.11 POT ANGLE 90 O G
 GR0175'138 1957.
 GR0175
 GR0175                          STATION RECOVERY (1982)
 GR0175
 GR0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0175'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0175'29.35 KM (18.35 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST
 GR0175'END OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 0.65 KM (0.4 MI)
 GR0175'NORTHEAST OF MILEPOST 109, 0.5 KM (0.3 MI) SOUTHWEST OF A SMALL
 GR0175'OVERPASS BRIDGE OVER A SINGLE LANE PAVED ROAD, 15.2 METERS (50 FT)
 GR0175'NORTHWEST OF THE NORTH BOUND CENTERLINE, 30.5 METERS (100 FT)
 GR0175'NORTHWEST ACROSS THE HIGHWAY FROM BM H 138 NHD, 24.8 METERS (81.5 FT)
 GR0175'SOUTHWEST OF THE CENTER OF A CROSSOVER ROAD, 20.9 METERS (68.5 FT)
 GR0175'SOUTHWEST OF THE NORTHWEST END OF A 36 INCH CORRUGATED METAL PIPE
 GR0175'CULVERT.
 GR0175'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 GR0175'THE MARK IS 1.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0199 ***********************************************************************
 GR0199  DESIGNATION -  G 139
 GR0199  PID         -  GR0199
 GR0199  STATE/COUNTY-  NV/CLARK
 GR0199  USGS QUAD   -  MOAPA PEAK (1980)
 GR0199
 GR0199                         *CURRENT SURVEY CONTROL
 GR0199  ___________________________________________________________________
 GR0199* NAD 83(1986)-  36 45 08.     (N)    114 23 29.     (W)     SCALED    
 GR0199* NAVD 88     -       623.081  (meters)    2044.22   (feet)  POSTED    
 GR0199  ___________________________________________________________________
 GR0199  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 GR0199  DYNAMIC HT  -         622.470 (meters)    2042.22  (feet)  COMP
 GR0199  MODELED GRAV-     979,633.2   (mgal)                       NAVD 88
 GR0199
 GR0199  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0199
 GR0199.The horizontal coordinates were scaled from a topographic map and have
 GR0199.an estimated accuracy of +/- 6 seconds.
 GR0199
 GR0199.The orthometric height was determined by differential leveling
 GR0199.and adjusted by the National Geodetic Survey in 1992..
 GR0199.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0199.rate of 0.0 thru 1.0 mm/km.
 GR0199
 GR0199.The geoid height was determined by GEOID03.
 GR0199
 GR0199.The dynamic height is computed by dividing the NAVD 88
 GR0199.geopotential number by the normal gravity value computed on the
 GR0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0199.degrees latitude (g = 980.6199 gals.).
 GR0199
 GR0199.The modeled gravity was interpolated from observed gravity values.
 GR0199
 GR0199;                    North         East    Units  Estimated Accuracy
 GR0199;SPC NV E     - 8,222,800.      306,430.      MT  (+/- 180 meters Scaled)
 GR0199
 GR0199                          SUPERSEDED SURVEY CONTROL
 GR0199
 GR0199  NGVD 29 (??/??/92)  622.395  (m)         2041.97   (f) ADJ UNCH    2 0
 GR0199
 GR0199.Superseded values are not recommended for survey control.
 GR0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0199.See file dsdata.txt to determine how the superseded data were derived.
 GR0199
 GR0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA328705(NAD 83)
 GR0199_MARKER: DD = SURVEY DISK
 GR0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0199_STAMPING: SEE TEXT
 GR0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0199+STABILITY: SURFACE MOTION
 GR0199
 GR0199  HISTORY     - Date     Condition        Report By
 GR0199  HISTORY     - 1957     MONUMENTED       NVDH
 GR0199  HISTORY     - 1957     GOOD             NGS
 GR0199  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0199
 GR0199                          STATION DESCRIPTION
 GR0199
 GR0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0199'19.05 MI SW FROM MESQUITE.
 GR0199'19.05 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0199'OFFICE IN MESQUITE, 9.1 MILES EAST FROM THE JUNCTION OF STATE ROUTE
 GR0199'12, 150.4 FEET NORTH OF THE SOUTH RIGHT-OF-WAY MARKER POST, 49.6 FEET
 GR0199'SOUTH OF THE CENTER LINE OF HIGHWAY, SET IN CONCRETE POST FLUSH WITH
 GR0199'SURFACE OF GROUND.  STAMPED DIST 49.61 STA D 379 + 96.09 POT ANGLE 90
 GR0199'O G 139 1957 ELEV 2041.951.
 GR0199
 GR0199                          STATION RECOVERY (1979)
 GR0199
 GR0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0233 ***********************************************************************
 GR0233  DESIGNATION -  G 140
 GR0233  PID         -  GR0233
 GR0233  STATE/COUNTY-  NV/CLARK
 GR0233  USGS QUAD   -  OVERTON NW (1983)
 GR0233
 GR0233                         *CURRENT SURVEY CONTROL
 GR0233  ___________________________________________________________________
 GR0233* NAD 83(1986)-  36 42 18.     (N)    114 28 58.     (W)     SCALED    
 GR0233* NAVD 88     -       632.487  (meters)    2075.08   (feet)  POSTED    
 GR0233  ___________________________________________________________________
 GR0233  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GR0233  DYNAMIC HT  -         631.870 (meters)    2073.06  (feet)  COMP
 GR0233  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 GR0233
 GR0233  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0233
 GR0233.The horizontal coordinates were scaled from a topographic map and have
 GR0233.an estimated accuracy of +/- 6 seconds.
 GR0233
 GR0233.The orthometric height was determined by differential leveling
 GR0233.and adjusted by the National Geodetic Survey in 1992..
 GR0233.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0233.rate of 0.0 thru 1.0 mm/km.
 GR0233
 GR0233.The geoid height was determined by GEOID03.
 GR0233
 GR0233.The dynamic height is computed by dividing the NAVD 88
 GR0233.geopotential number by the normal gravity value computed on the
 GR0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0233.degrees latitude (g = 980.6199 gals.).
 GR0233
 GR0233.The modeled gravity was interpolated from observed gravity values.
 GR0233
 GR0233;                    North         East    Units  Estimated Accuracy
 GR0233;SPC NV E     - 8,217,460.      298,330.      MT  (+/- 180 meters Scaled)
 GR0233
 GR0233                          SUPERSEDED SURVEY CONTROL
 GR0233
 GR0233  NGVD 29 (??/??/92)  631.816  (m)         2072.88   (f) ADJ UNCH    2 0
 GR0233
 GR0233.Superseded values are not recommended for survey control.
 GR0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0233.See file dsdata.txt to determine how the superseded data were derived.
 GR0233
 GR0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA248651(NAD 83)
 GR0233_MARKER: DD = SURVEY DISK
 GR0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0233_STAMPING: SEE TEXT
 GR0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0233+STABILITY: SURFACE MOTION
 GR0233
 GR0233  HISTORY     - Date     Condition        Report By
 GR0233  HISTORY     - 1957     MONUMENTED       NVDH
 GR0233  HISTORY     - 1957     GOOD             NGS
 GR0233  HISTORY     - 1983     MARK NOT FOUND   NGS
 GR0233
 GR0233                          STATION DESCRIPTION
 GR0233
 GR0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0233'24.9 MI SW FROM MESQUITE.
 GR0233'24.9 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0233'OFFICE IN MESQUITE, 3.25 MILES EAST FROM THE JUNCTION WITH STATE ROUTE
 GR0233'12, 149.45 FEET NORTH OF THE SOUTH RIGHT-OF-WAY MARKER POST (BM Z 50
 GR0233'IS 222.25 FEET SOUTHEAST OF THIS MARKER POST), 50.55 FEET SOUTH OF THE
 GR0233'CENTER LINE OF THE HIGHWAY, SET IN A CONCRETE POST FLUSH WITH THE
 GR0233'GROUND.  STAMPED DIST 50.55 STA D 61 + 75.19 POT ANGLE 90 O G 140
 GR0233'1957.
 GR0233
 GR0233                          STATION RECOVERY (1983)
 GR0233
 GR0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1018 ***********************************************************************
 GR1018  DESIGNATION -  G 141
 GR1018  PID         -  GR1018
 GR1018  STATE/COUNTY-  NV/CLARK
 GR1018  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1018
 GR1018                         *CURRENT SURVEY CONTROL
 GR1018  ___________________________________________________________________
 GR1018* NAD 83(1986)-  36 03 27.     (N)    115 10 53.     (W)     SCALED    
 GR1018* NAVD 88     -       690.91   (+/-2cm)    2266.8    (feet)  VERTCON   
 GR1018  ___________________________________________________________________
 GR1018  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1018
 GR1018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GR1018
 GR1018.The horizontal coordinates were scaled from a topographic map and have
 GR1018.an estimated accuracy of +/- 6 seconds.
 GR1018
 GR1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1018.The vertical order pertains to the NGVD 29 superseded value.
 GR1018
 GR1018.The geoid height was determined by GEOID03.
 GR1018
 GR1018;                    North         East    Units  Estimated Accuracy
 GR1018;SPC NV E     - 8,145,130.      236,210.      MT  (+/- 180 meters Scaled)
 GR1018
 GR1018                          SUPERSEDED SURVEY CONTROL
 GR1018
 GR1018  NGVD 29 (??/??/92)  690.212  (m)         2264.47   (f) ADJ UNCH    2 0
 GR1018
 GR1018.Superseded values are not recommended for survey control.
 GR1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1018.See file dsdata.txt to determine how the superseded data were derived.
 GR1018
 GR1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV637918(NAD 83)
 GR1018_MARKER: DB = BENCH MARK DISK
 GR1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1018_STAMPING: G 141 1957
 GR1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1018+STABILITY: SURFACE MOTION
 GR1018
 GR1018  HISTORY     - Date     Condition        Report By
 GR1018  HISTORY     - 1957     MONUMENTED       CGS
 GR1018  HISTORY     - 1973     GOOD             USGS
 GR1018  HISTORY     - 1983     GOOD             USGS
 GR1018
 GR1018                          STATION DESCRIPTION
 GR1018
 GR1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR1018'8.4 MI S FROM LAS VEGAS.
 GR1018'8.4 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM CITY HALL AT LAS VEGAS,
 GR1018'THENCE 0.5 MILE WEST ALONG GRADED ROAD, 126 FEET WEST OF CENTER OF
 GR1018'NORTHWEST-SOUTHEAST GRADED ROAD, 99 FEET NORTH OF CENTER OF EAST-WEST
 GR1018'GRADED ROAD, 4 FEET WEST OF WITNESS POST.
 GR1018
 GR1018                          STATION RECOVERY (1973)
 GR1018
 GR1018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GR1018'RECOVERED IN GOOD CONDITION.
 GR1018
 GR1018                          STATION RECOVERY (1983)
 GR1018
 GR1018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 GR1018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0468 ***********************************************************************
 MT0468  DESIGNATION -  G 142
 MT0468  PID         -  MT0468
 MT0468  STATE/COUNTY-  NV/ELKO
 MT0468  USGS QUAD   -  MORGAN HILL (1982)
 MT0468
 MT0468                         *CURRENT SURVEY CONTROL
 MT0468  ___________________________________________________________________
 MT0468* NAD 83(1986)-  41 00 57.     (N)    115 24 18.     (W)     SCALED    
 MT0468* NAVD 88     -      1608.143  (meters)    5276.05   (feet)  ADJUSTED  
 MT0468  ___________________________________________________________________
 MT0468  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 MT0468  DYNAMIC HT  -        1606.823 (meters)    5271.72  (feet)  COMP
 MT0468  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 MT0468
 MT0468  VERT ORDER  -  FIRST     CLASS II
 MT0468
 MT0468.The horizontal coordinates were scaled from a topographic map and have
 MT0468.an estimated accuracy of +/- 6 seconds.
 MT0468
 MT0468.The orthometric height was determined by differential leveling
 MT0468.and adjusted by the National Geodetic Survey in June 1991..
 MT0468
 MT0468.The geoid height was determined by GEOID03.
 MT0468
 MT0468.The dynamic height is computed by dividing the NAVD 88
 MT0468.geopotential number by the normal gravity value computed on the
 MT0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0468.degrees latitude (g = 980.6199 gals.).
 MT0468
 MT0468.The modeled gravity was interpolated from observed gravity values.
 MT0468
 MT0468;                    North         East    Units  Estimated Accuracy
 MT0468;SPC NV E     - 8,695,420.      215,000.      MT  (+/- 180 meters Scaled)
 MT0468
 MT0468                          SUPERSEDED SURVEY CONTROL
 MT0468
 MT0468  NGVD 29 (??/??/92) 1606.982  (m)         5272.24   (f) ADJ UNCH    1 2
 MT0468
 MT0468.Superseded values are not recommended for survey control.
 MT0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0468.See file dsdata.txt to determine how the superseded data were derived.
 MT0468
 MT0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF341417(NAD 83)
 MT0468_MARKER: DB = BENCH MARK DISK
 MT0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0468_STAMPING: G 142 1957
 MT0468_MARK LOGO: CGS   
 MT0468_PROJECTION: PROJECTING 10 CENTIMETERS
 MT0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0468+STABILITY: SURFACE MOTION
 MT0468
 MT0468  HISTORY     - Date     Condition        Report By
 MT0468  HISTORY     - 1957     MONUMENTED       CGS
 MT0468  HISTORY     - 1984     GOOD             NGS
 MT0468
 MT0468                          STATION DESCRIPTION
 MT0468
 MT0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0468'24.4 MI NE FROM ELKO.
 MT0468'24.4 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 MT0468'IDAHO STREETS AT ELKO, 63 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 4.1
 MT0468'FEET SOUTHEAST OF NORTHEAST-SOUTHWEST FENCELINE, 3.2 FEET SOUTHEAST OF
 MT0468'WITNESS POST, ABOUT 5 FEET ABOVE THE HIGHWAY, SET IN A ROUND CONCRETE
 MT0468'POST PROJECTING 6 INCHES ABOVE GROUND SURFACE.
 MT0468
 MT0468                          STATION RECOVERY (1984)
 MT0468
 MT0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0468'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.15 KM
 MT0468'(8.85 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE COURTHOUSE AT
 MT0468'ELKO, THENCE 25.9 KM (16.2 MI) NORTHEAST ALONG INTERSTATE 80, 2.45 KM
 MT0468'(1.55 MI) SOUTHWEST OF THE RIVER RANCH INTERCHANGE, 0.3 KM (0.2 MI)
 MT0468'SOUTHWEST OF MILEPOST 327, 20.4 METERS (67 FT) SOUTHEAST OF THE EAST
 MT0468'BOUND HIGHWAY CENTERLINE, 47.8 METERS (157 FT) NORTH OF THE NORTHEAST
 MT0468'END OF A STEEL PIPE BRACE IN THE RIGHT OF WAY FENCE AND 41.7 METERS
 MT0468'(137 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 MT0468'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 MT0468'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0289 ***********************************************************************
 MT0289  DESIGNATION -  G 143 RESET
 MT0289  PID         -  MT0289
 MT0289  STATE/COUNTY-  NV/ELKO
 MT0289  USGS QUAD   -  PEQUOP SUMMIT SW (1980)
 MT0289
 MT0289                         *CURRENT SURVEY CONTROL
 MT0289  ___________________________________________________________________
 MT0289* NAD 83(1986)-  41 05 13.     (N)    114 41 52.     (W)     SCALED    
 MT0289* NAVD 88     -      1764.68   (meters)    5789.6    (feet)  RESET     
 MT0289  ___________________________________________________________________
 MT0289  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 MT0289
 MT0289  VERT ORDER  -  THIRD
 MT0289
 MT0289.The horizontal coordinates were scaled from a topographic map and have
 MT0289.an estimated accuracy of +/- 6 seconds.
 MT0289
 MT0289.The orthometric height was computed from unverified reset data.
 MT0289
 MT0289.The geoid height was determined by GEOID03.
 MT0289
 MT0289;                    North         East    Units  Estimated Accuracy
 MT0289;SPC NV E     - 8,703,680.      274,400.      MT  (+/- 180 meters Scaled)
 MT0289
 MT0289                          SUPERSEDED SURVEY CONTROL
 MT0289
 MT0289.No superseded survey control is available for this station.
 MT0289
 MT0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF933509(NAD 83)
 MT0289_MARKER: DD = SURVEY DISK
 MT0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0289_STAMPING: G 143 RESET 1965
 MT0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0289+STABILITY: SURFACE MOTION
 MT0289
 MT0289  HISTORY     - Date     Condition        Report By
 MT0289  HISTORY     - 1965     MONUMENTED       NVDH
 MT0289
 MT0289                          STATION DESCRIPTION
 MT0289
 MT0289'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1965
 MT0289'15.05 MI E FROM WELLS.
 MT0289'15.0 MILES ALONG U. S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE AVENUE
 MT0289'AND U. S. HIGHWAY 40 AT WELLS, 174.0 FEET NORTHWEST OF CENTERLINE OF
 MT0289'THE HIGHWAY, 28.7 FEET NORTHWEST OF WITNESS POST, 4.0 FEET EAST OF
 MT0289'MONTE CARLO SIGN, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES
 MT0289'ABOVE GROUND SURFACE.  NOTE-- THE RESET MARK IS 265 FEET LEFT OF OW
 MT0289'785+40 ON INTERSTATE HIGHWAY 80, AND BEING ON LINE OF AN EAST-WEST
 MT0289'POWER LINE 5.5 FEET WEST OF A POWER POLE, 3 FEET EAST OF A STEEL
 MT0289'WITNESS POST, SET IN A 10 INCH DIAMETER CONCRETE MONUMENT EXTENDING
 MT0289'0.5 FEET ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0104 ***********************************************************************
 LQ0104  DESIGNATION -  G 144
 LQ0104  PID         -  LQ0104
 LQ0104  STATE/COUNTY-  NV/ELKO
 LQ0104  USGS QUAD   -  PILOT (1982)
 LQ0104
 LQ0104                         *CURRENT SURVEY CONTROL
 LQ0104  ___________________________________________________________________
 LQ0104* NAD 83(1986)-  40 49 42.     (N)    114 11 42.     (W)     SCALED    
 LQ0104* NAVD 88     -      1414.294  (meters)    4640.06   (feet)  ADJUSTED  
 LQ0104  ___________________________________________________________________
 LQ0104  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 LQ0104  DYNAMIC HT  -        1413.188 (meters)    4636.43  (feet)  COMP
 LQ0104  MODELED GRAV-     979,793.6   (mgal)                       NAVD 88
 LQ0104
 LQ0104  VERT ORDER  -  SECOND    CLASS 0
 LQ0104
 LQ0104.The horizontal coordinates were scaled from a topographic map and have
 LQ0104.an estimated accuracy of +/- 6 seconds.
 LQ0104
 LQ0104.The orthometric height was determined by differential leveling
 LQ0104.and adjusted by the National Geodetic Survey in June 1991..
 LQ0104
 LQ0104.The geoid height was determined by GEOID03.
 LQ0104
 LQ0104.The dynamic height is computed by dividing the NAVD 88
 LQ0104.geopotential number by the normal gravity value computed on the
 LQ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0104.degrees latitude (g = 980.6199 gals.).
 LQ0104
 LQ0104.The modeled gravity was interpolated from observed gravity values.
 LQ0104
 LQ0104;                    North         East    Units  Estimated Accuracy
 LQ0104;SPC NV E     - 8,675,510.      317,100.      MT  (+/- 180 meters Scaled)
 LQ0104
 LQ0104                          SUPERSEDED SURVEY CONTROL
 LQ0104
 LQ0104  NGVD 29 (??/??/92) 1413.310  (m)         4636.83   (f) ADJ UNCH    2 0
 LQ0104
 LQ0104.Superseded values are not recommended for survey control.
 LQ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0104.See file dsdata.txt to determine how the superseded data were derived.
 LQ0104
 LQ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF365234(NAD 83)
 LQ0104_MARKER: DB = BENCH MARK DISK
 LQ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0104_STAMPING: G 144 1957
 LQ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0104+STABILITY: SURFACE MOTION
 LQ0104
 LQ0104  HISTORY     - Date     Condition        Report By
 LQ0104  HISTORY     - 1957     MONUMENTED       CGS
 LQ0104  HISTORY     - 1958     GOOD             NGS
 LQ0104
 LQ0104                          STATION DESCRIPTION
 LQ0104
 LQ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0104'21.3 MI SE FROM OASIS.
 LQ0104'21.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 250.0 FEET
 LQ0104'SOUTHWEST OF CENTERLINE OF HIGHWAY, 2.0 FEET NORTHEAST OF WITNESS
 LQ0104'POST, SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND
 LQ0104'SURFACE.
 LQ0104
 LQ0104                          STATION RECOVERY (1958)
 LQ0104
 LQ0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0053 ***********************************************************************
 LS0053  DESIGNATION -  G 145
 LS0053  PID         -  LS0053
 LS0053  STATE/COUNTY-  NV/PERSHING
 LS0053  USGS QUAD   -  STAR PEAK (1987)
 LS0053
 LS0053                         *CURRENT SURVEY CONTROL
 LS0053  ___________________________________________________________________
 LS0053* NAD 83(1986)-  40 36 49.     (N)    118 14 13.     (W)     SCALED    
 LS0053* NAVD 88     -      1300.115  (meters)    4265.46   (feet)  ADJUSTED  
 LS0053  ___________________________________________________________________
 LS0053  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 LS0053  DYNAMIC HT  -        1299.102 (meters)    4262.14  (feet)  COMP
 LS0053  MODELED GRAV-     979,800.4   (mgal)                       NAVD 88
 LS0053
 LS0053  VERT ORDER  -  FIRST     CLASS II
 LS0053
 LS0053.The horizontal coordinates were scaled from a topographic map and have
 LS0053.an estimated accuracy of +/- 6 seconds.
 LS0053
 LS0053.The orthometric height was determined by differential leveling
 LS0053.and adjusted by the National Geodetic Survey in June 1991..
 LS0053
 LS0053.The geoid height was determined by GEOID03.
 LS0053
 LS0053.The dynamic height is computed by dividing the NAVD 88
 LS0053.geopotential number by the normal gravity value computed on the
 LS0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0053.degrees latitude (g = 980.6199 gals.).
 LS0053
 LS0053.The modeled gravity was interpolated from observed gravity values.
 LS0053
 LS0053;                    North         East    Units  Estimated Accuracy
 LS0053;SPC NV W     - 4,650,800.      829,310.      MT  (+/- 180 meters Scaled)
 LS0053
 LS0053                          SUPERSEDED SURVEY CONTROL
 LS0053
 LS0053  NGVD 29 (??/??/92) 1299.130  (m)         4262.23   (f) ADJ UNCH    1 2
 LS0053
 LS0053.Superseded values are not recommended for survey control.
 LS0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0053.See file dsdata.txt to determine how the superseded data were derived.
 LS0053
 LS0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE953966(NAD 83)
 LS0053_MARKER: DB = BENCH MARK DISK
 LS0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0053_SP_SET: CONCRETE POST
 LS0053_STAMPING: G 145 1957
 LS0053_MARK LOGO: CGS   
 LS0053_PROJECTION: PROJECTING 10 CENTIMETERS
 LS0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0053+STABILITY: SURFACE MOTION
 LS0053
 LS0053  HISTORY     - Date     Condition        Report By
 LS0053  HISTORY     - 1957     MONUMENTED       CGS
 LS0053  HISTORY     - 1986     GOOD             NGS
 LS0053
 LS0053                          STATION DESCRIPTION
 LS0053
 LS0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0053'1.5 MI NE FROM HUMBOLDT HOUSE.
 LS0053'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE HUMBOLDT HOUSE,
 LS0053'246.0 FEET WEST OF CENTER LINE OF HIGHWAY, 3.8 FEET SOUTHWEST OF
 LS0053'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE
 LS0053'GROUND SURFACE.
 LS0053
 LS0053                          STATION RECOVERY (1986)
 LS0053
 LS0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0053'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.9 KM (5.5
 LS0053'MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 145)
 LS0053'IN IMLAY, 0.15 KM (0.09 MI) NORTHEAST OF MILEPOST 140, 33.2 METERS
 LS0053'(109 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES,
 LS0053'12.2 METERS (40.0 FT) SOUTHEAST OF A FENCE.
 LS0053'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 LS0053'THE MARK IS 0.3 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0185 ***********************************************************************
 FS0185  DESIGNATION -  G 146
 FS0185  PID         -  FS0185
 FS0185  STATE/COUNTY-  NV/CLARK
 FS0185  USGS QUAD   -  SLOAN (1989)
 FS0185
 FS0185                         *CURRENT SURVEY CONTROL
 FS0185  ___________________________________________________________________
 FS0185* NAD 83(1986)-  35 54 50.     (N)    115 12 13.     (W)     SCALED    
 FS0185* NAVD 88     -       862.627  (meters)    2830.14   (feet)  POSTED    
 FS0185  ___________________________________________________________________
 FS0185  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FS0185  DYNAMIC HT  -         861.710 (meters)    2827.13  (feet)  COMP
 FS0185  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 FS0185
 FS0185  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0185
 FS0185.The horizontal coordinates were scaled from a topographic map and have
 FS0185.an estimated accuracy of +/- 6 seconds.
 FS0185
 FS0185.The orthometric height was determined by differential leveling
 FS0185.and adjusted by the National Geodetic Survey in 1992..
 FS0185.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0185.rate of 0.0 thru 1.0 mm/km.
 FS0185
 FS0185.The geoid height was determined by GEOID03.
 FS0185
 FS0185.The dynamic height is computed by dividing the NAVD 88
 FS0185.geopotential number by the normal gravity value computed on the
 FS0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0185.degrees latitude (g = 980.6199 gals.).
 FS0185
 FS0185.The modeled gravity was interpolated from observed gravity values.
 FS0185
 FS0185;                    North         East    Units  Estimated Accuracy
 FS0185;SPC NV E     - 8,129,180.      234,270.      MT  (+/- 180 meters Scaled)
 FS0185
 FS0185                          SUPERSEDED SURVEY CONTROL
 FS0185
 FS0185  NGVD 29 (??/??/92)  861.857  (m)         2827.61   (f) ADJ UNCH    2 0
 FS0185
 FS0185.Superseded values are not recommended for survey control.
 FS0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0185.See file dsdata.txt to determine how the superseded data were derived.
 FS0185
 FS0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV620758(NAD 83)
 FS0185_MARKER: DB = BENCH MARK DISK
 FS0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0185_STAMPING: G 146 1958
 FS0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0185+STABILITY: SURFACE MOTION
 FS0185
 FS0185  HISTORY     - Date     Condition        Report By
 FS0185  HISTORY     - 1958     MONUMENTED       CGS
 FS0185
 FS0185                          STATION DESCRIPTION
 FS0185
 FS0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0185'1.4 MI SW FROM SLOAN.
 FS0185'1.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE SLOAN SERVICE
 FS0185'STATION AND CAFE, 119.0 FEET EAST OF THE CENTER LINE OF THE
 FS0185'HIGHWAY, 4.0 FEET WEST OF A CONCRETE WITNESS POST, SET IN A
 FS0185'ROUND CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND
 FS0185'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1277 ***********************************************************************
 KR1277  DESIGNATION -  G 147
 KR1277  PID         -  KR1277
 KR1277  STATE/COUNTY-  NV/WASHOE
 KR1277  USGS QUAD   -  VISTA (1982)
 KR1277
 KR1277                         *CURRENT SURVEY CONTROL
 KR1277  ___________________________________________________________________
 KR1277* NAD 83(1994)-  39 30 36.53904(N)    119 39 55.15056(W)     ADJUSTED  
 KR1277* NAVD 88     -      1350.711  (meters)    4431.46   (feet)  ADJUSTED  
 KR1277  ___________________________________________________________________
 KR1277  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 KR1277  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR1277  DYNAMIC HT  -        1349.500 (meters)    4427.48  (feet)  COMP
 KR1277  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 KR1277
 KR1277  HORZ ORDER  -  SECOND
 KR1277  VERT ORDER  -  SECOND    CLASS 0
 KR1277
 KR1277.The horizontal coordinates were established by classical geodetic methods
 KR1277.and adjusted by the National Geodetic Survey in June 1998..
 KR1277
 KR1277.The orthometric height was determined by differential leveling
 KR1277.and adjusted by the National Geodetic Survey in June 1991..
 KR1277
 KR1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1277
 KR1277.The geoid height was determined by GEOID03.
 KR1277
 KR1277.The dynamic height is computed by dividing the NAVD 88
 KR1277.geopotential number by the normal gravity value computed on the
 KR1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1277.degrees latitude (g = 980.6199 gals.).
 KR1277
 KR1277.The modeled gravity was interpolated from observed gravity values.
 KR1277
 KR1277;                    North         East     Units Scale Factor Converg.
 KR1277;SPC NV W     - 4,528,788.800   706,956.438   MT  1.00000655   -0 41 18.3
 KR1277;SPC NV W     -14,858,201.25  2,319,406.25   sFT  1.00000655   -0 41 18.3
 KR1277;UTM  11      - 4,376,783.138   270,855.869   MT  1.00024651   -1 41 47.2
 KR1277
 KR1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1277!SPC NV W     -   0.99979191  x   1.00000655  =   0.99979846
 KR1277!UTM  11      -   0.99979191  x   1.00024651  =   1.00003837
 KR1277
 KR1277:                Primary Azimuth Mark                     Grid Az
 KR1277:SPC NV W     -  CAVOR                                    022 03 08.6
 KR1277:UTM  11      -  CAVOR                                    023 03 37.5
 KR1277
 KR1277|---------------------------------------------------------------------|
 KR1277| PID    Reference Object                     Distance      Geod. Az  |
 KR1277|                                                           dddmmss.s |
 KR1277| KR1754 CAVOR                               APPROX. 2.4 KM 0212150.3 |
 KR1277|---------------------------------------------------------------------|
 KR1277
 KR1277                          SUPERSEDED SURVEY CONTROL
 KR1277
 KR1277  NAD 83(1992)-  39 30 36.54474(N)    119 39 55.14586(W) AD(       ) 2
 KR1277  NAD 83(1986)-  39 30 36.54563(N)    119 39 55.13705(W) AD(       ) 2
 KR1277  NAD 27      -  39 30 36.85950(N)    119 39 51.46740(W) AD(       ) 2
 KR1277  NGVD 29 (??/??/92) 1349.654  (m)         4427.99   (f) ADJ UNCH    2 0
 KR1277
 KR1277.Superseded values are not recommended for survey control.
 KR1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1277.See file dsdata.txt to determine how the superseded data were derived.
 KR1277
 KR1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7085676783(NAD 83)
 KR1277_MARKER: DB = BENCH MARK DISK
 KR1277_SETTING: 66 = SET IN ROCK OUTCROP
 KR1277_SP_SET: SET IN ROCK OUTCROP
 KR1277_STAMPING: G 147 1958
 KR1277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1277+STABILITY: POSITION/ELEVATION WELL
 KR1277
 KR1277  HISTORY     - Date     Condition        Report By
 KR1277  HISTORY     - 1958     MONUMENTED       CGS
 KR1277  HISTORY     - 1958     GOOD             CGS
 KR1277
 KR1277                          STATION DESCRIPTION
 KR1277
 KR1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1277'THE STATION IS 0.7 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE
 KR1277'ROAD JUNCTION LEADING SOUTH TO THE BRIDGE ACROSS THE TRUCKEE
 KR1277'RIVER.  THIS JUNCTION BEING 6.0 MILES EAST ALONG U.S. HIGHWAY
 KR1277'40 FROM THE FIRST NATIONAL BANK IN SPARKS, WHICH IS BETWEEN
 KR1277'10TH AND 11TH STREETS.  IT IS NEAR THE SOUTHWEST EDGE OF A
 KR1277'ROCKY BLUFF ABOUT 60 YARDS SOUTH OF THE EAST BOUND LANE OF
 KR1277'U.S. HIGHWAY 40, 15 FEET NORTH OF THE BREAK OVER-LOOKING THE
 KR1277'RAILROAD TRACKS AND 6 FEET EAST OF THE EDGE OF THE BLUFF.
 KR1277'
 KR1277'THE MARK IS A STANDARD USC AND GS BENCH MARK DISK STAMPED G147
 KR1277'1958, AND CEMENTED IN A DRILL HOLE IN A SMALL BOULDER PROJECTING
 KR1277'ABOUT 6 INCHES ON THE SOUTH SIDE.
 KR1277'
 KR1277'THE NEVADA HIGHWAY DEPARTMENT MARK IS A BRONZE DISK SET IN
 KR1277'A ROUND CONCRETE POST PROJECTING ABOUT 1 INCH.  IT IS 6 FEET
 KR1277'EAST OF THE WEST END OF A GUARD RAIL AND 2 FEET SOUTH OF THE
 KR1277'SOUTH EDGE OF THE PAVEMENT ON THE EAST BOUND LANE OF U.S.
 KR1277'HIGHWAY 40.  LEGEND AND STAMPING--
 KR1277'
 KR1277'DIST. E 22.20 FT.
 KR1277'
 KR1277'STA. E 209 + 08.87 P.C.
 KR1277'
 KR1277'ELEV. 4401.122
 KR1277
 KR1277                          STATION RECOVERY (1958)
 KR1277
 KR1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KR1277'5.55 MI E FROM SPARKS.
 KR1277'5.55 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF U.S.
 KR1277'HIGHWAY 40 AND 12 TH STREET AT SPARKS, 186.0 FEET SOUTH OF THE
 KR1277'CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 78.0 FEET SOUTH OF
 KR1277'TELEPHONE LINES, SET IN A ROCKOUT CROP PROJECTING 2 INCHES ABOVE
 KR1277'GROUND SURFACE, AND ABOUT 60 FEET ABOVE THE RAILROAD TRACKS ON A ROCKY
 KR1277'POINT OVERLOOKING THE TRUCKEE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0272 ***********************************************************************
 FS0272  DESIGNATION -  G 148
 FS0272  PID         -  FS0272
 FS0272  STATE/COUNTY-  NV/CLARK
 FS0272  USGS QUAD   -  HOPPS WELL (1984)
 FS0272
 FS0272                         *CURRENT SURVEY CONTROL
 FS0272  ___________________________________________________________________
 FS0272* NAD 83(1986)-  35 29 55.     (N)    115 02 35.     (W)     SCALED    
 FS0272* NAVD 88     -      1213.872  (meters)    3982.51   (feet)  POSTED    
 FS0272  ___________________________________________________________________
 FS0272  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FS0272  DYNAMIC HT  -        1212.420 (meters)    3977.75  (feet)  COMP
 FS0272  MODELED GRAV-     979,398.6   (mgal)                       NAVD 88
 FS0272
 FS0272  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0272
 FS0272.The horizontal coordinates were scaled from a topographic map and have
 FS0272.an estimated accuracy of +/- 6 seconds.
 FS0272
 FS0272.The orthometric height was determined by differential leveling
 FS0272.and adjusted by the National Geodetic Survey in 1992..
 FS0272.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0272.rate of 1.1 thru 2.0 mm/km.
 FS0272
 FS0272.The geoid height was determined by GEOID03.
 FS0272
 FS0272.The dynamic height is computed by dividing the NAVD 88
 FS0272.geopotential number by the normal gravity value computed on the
 FS0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0272.degrees latitude (g = 980.6199 gals.).
 FS0272
 FS0272.The modeled gravity was interpolated from observed gravity values.
 FS0272
 FS0272;                    North         East    Units  Estimated Accuracy
 FS0272;SPC NV E     - 8,083,180.      249,020.      MT  (+/- 180 meters Scaled)
 FS0272
 FS0272                          SUPERSEDED SURVEY CONTROL
 FS0272
 FS0272  NGVD 29 (??/??/92) 1212.996  (m)         3979.64   (f) ADJ UNCH    1 2
 FS0272
 FS0272.Superseded values are not recommended for survey control.
 FS0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0272.See file dsdata.txt to determine how the superseded data were derived.
 FS0272
 FS0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV774301(NAD 83)
 FS0272_MARKER: DB = BENCH MARK DISK
 FS0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0272_STAMPING: G 148 1935
 FS0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0272+STABILITY: SURFACE MOTION
 FS0272
 FS0272  HISTORY     - Date     Condition        Report By
 FS0272  HISTORY     - 1935     MONUMENTED       CGS
 FS0272  HISTORY     - 1949     GOOD             NGS
 FS0272  HISTORY     - 1969     GOOD             NGS
 FS0272  HISTORY     - 1981     GOOD             USGS
 FS0272  HISTORY     - 19870217 GOOD             USPSQD
 FS0272
 FS0272                          STATION DESCRIPTION
 FS0272
 FS0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0272'7.2 MI W FROM SEARCHLIGHT.
 FS0272'0.2 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 FS0272'SEARCHLIGHT, THENCE 7.0 MILES WEST ALONG STATE HIGHWAY 68, 0.15
 FS0272'MILE WEST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 23 FEET
 FS0272'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.6 FEET EAST OF A
 FS0272'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 FS0272'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 FS0272
 FS0272                          STATION RECOVERY (1969)
 FS0272
 FS0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0272'RECOVERED IN GOOD CONDITION.
 FS0272
 FS0272                          STATION RECOVERY (1981)
 FS0272
 FS0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FS0272'SEARCHLIGHT: 6.6 MILES WEST ON NEVADA STATE HYW. 164 FROM
 FS0272'INTERSECTION OF U.S. HWY . 95 TO A ROAD SOUTH LEADING TO A RANCH
 FS0272'COMPLEX, 0.2 MILES SOUTH ALONG DIRT ROAD TO AN EAST-WEST DIRT ROAD
 FS0272'ABOUT 0.2 MILES WEST ON DIRT ROAD, 4 METERS SOUTH OF CENTERLINE OF
 FS0272'ROAD, TOP OF CONCRETE POST STANDARD TABLET STAMPED "G 148 1935".
 FS0272
 FS0272                          STATION RECOVERY (1987)
 FS0272
 FS0272'RECOVERY NOTE BY US POWER SQUADRON 1987 (PI)
 FS0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0139 ***********************************************************************
 FS0139  DESIGNATION -  G 149
 FS0139  PID         -  FS0139
 FS0139  STATE/COUNTY-  NV/CLARK
 FS0139  USGS QUAD   -  KEYHOLE CANYON (1984)
 FS0139
 FS0139                         *CURRENT SURVEY CONTROL
 FS0139  ___________________________________________________________________
 FS0139* NAD 83(1986)-  35 38 17.     (N)    114 56 05.     (W)     SCALED    
 FS0139* NAVD 88     -       893.484  (meters)    2931.37   (feet)  POSTED    
 FS0139  ___________________________________________________________________
 FS0139  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FS0139  DYNAMIC HT  -         892.490 (meters)    2928.11  (feet)  COMP
 FS0139  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 FS0139
 FS0139  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0139
 FS0139.The horizontal coordinates were scaled from a topographic map and have
 FS0139.an estimated accuracy of +/- 6 seconds.
 FS0139
 FS0139.The orthometric height was determined by differential leveling
 FS0139.and adjusted by the National Geodetic Survey in 1992..
 FS0139.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0139.rate of 0.0 thru 1.0 mm/km.
 FS0139
 FS0139.The geoid height was determined by GEOID03.
 FS0139
 FS0139.The dynamic height is computed by dividing the NAVD 88
 FS0139.geopotential number by the normal gravity value computed on the
 FS0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0139.degrees latitude (g = 980.6199 gals.).
 FS0139
 FS0139.The modeled gravity was interpolated from observed gravity values.
 FS0139
 FS0139;                    North         East    Units  Estimated Accuracy
 FS0139;SPC NV E     - 8,098,710.      258,740.      MT  (+/- 180 meters Scaled)
 FS0139
 FS0139                          SUPERSEDED SURVEY CONTROL
 FS0139
 FS0139  NGVD 29 (??/??/92)  892.697  (m)         2928.79   (f) ADJ UNCH    1 1
 FS0139
 FS0139.Superseded values are not recommended for survey control.
 FS0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0139.See file dsdata.txt to determine how the superseded data were derived.
 FS0139
 FS0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV869457(NAD 83)
 FS0139_MARKER: DB = BENCH MARK DISK
 FS0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0139_STAMPING: G 149 1935
 FS0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0139+STABILITY: SURFACE MOTION
 FS0139
 FS0139  HISTORY     - Date     Condition        Report By
 FS0139  HISTORY     - 1935     MONUMENTED       CGS
 FS0139  HISTORY     - 1949     GOOD             NGS
 FS0139  HISTORY     - 1963     GOOD             NGS
 FS0139
 FS0139                          STATION DESCRIPTION
 FS0139
 FS0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0139'13.4 MI N FROM SEARCHLIGHT.
 FS0139'13.4 MILES NORTH ALONG OLD STATE HIGHWAY 5 FROM THE POST OFFICE
 FS0139'AT SEARCHLIGHT, 0.35 MILE NORTHWEST OF THE INTERSECTION OF A
 FS0139'NORTHEAST-SOUTHWEST DIRT ROAD, 0.3 MILE SOUTHEAST OF A POINT WHERE
 FS0139'A STEEL POWER TRANSMISSION LINE CROSSES THE HIGHWAY, ABOUT 0.2 MILE
 FS0139'EAST OF U.S. HIGHWAY 95, 45 FEET NORTH OF THE APPROXIMATE CENTER
 FS0139'OF A WASH, 43 1/2 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY,
 FS0139'2.6 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE OLD
 FS0139'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 FS0139'ABOVE THE GROUND.
 FS0139
 FS0139                          STATION RECOVERY (1963)
 FS0139
 FS0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0385 ***********************************************************************
 HQ0385  DESIGNATION -  G 15
 HQ0385  PID         -  HQ0385
 HQ0385  STATE/COUNTY-  NV/ESMERALDA
 HQ0385  USGS QUAD   -  MC MAHON RIDGE (1987)
 HQ0385
 HQ0385                         *CURRENT SURVEY CONTROL
 HQ0385  ___________________________________________________________________
 HQ0385* NAD 83(1986)-  37 46 32.     (N)    117 14 07.     (W)     SCALED    
 HQ0385* NAVD 88     -      1628.656  (meters)    5343.35   (feet)  ADJUSTED  
 HQ0385  ___________________________________________________________________
 HQ0385  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HQ0385  DYNAMIC HT  -        1626.847 (meters)    5337.41  (feet)  COMP
 HQ0385  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 HQ0385
 HQ0385  VERT ORDER  -  FIRST     CLASS II
 HQ0385
 HQ0385.The horizontal coordinates were scaled from a topographic map and have
 HQ0385.an estimated accuracy of +/- 6 seconds.
 HQ0385
 HQ0385.The orthometric height was determined by differential leveling
 HQ0385.and adjusted by the National Geodetic Survey in June 1991..
 HQ0385
 HQ0385.The geoid height was determined by GEOID03.
 HQ0385
 HQ0385.The dynamic height is computed by dividing the NAVD 88
 HQ0385.geopotential number by the normal gravity value computed on the
 HQ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0385.degrees latitude (g = 980.6199 gals.).
 HQ0385
 HQ0385.The modeled gravity was interpolated from observed gravity values.
 HQ0385
 HQ0385;                    North         East    Units  Estimated Accuracy
 HQ0385;SPC NV W     - 4,336,550.      918,750.      MT  (+/- 180 meters Scaled)
 HQ0385
 HQ0385                          SUPERSEDED SURVEY CONTROL
 HQ0385
 HQ0385  NGVD 29 (05/01/91) 1627.519  (m)         5339.62   (f) ADJUSTED    1 2
 HQ0385
 HQ0385.Superseded values are not recommended for survey control.
 HQ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0385.See file dsdata.txt to determine how the superseded data were derived.
 HQ0385
 HQ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB792809(NAD 83)
 HQ0385_MARKER: P = PIPE CAP
 HQ0385_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0385_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0385_STAMPING: 5339.671 1905 3 1/2
 HQ0385_MARK LOGO: USGS  
 HQ0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0385
 HQ0385  HISTORY     - Date     Condition        Report By
 HQ0385  HISTORY     - 1905     MONUMENTED       USGS
 HQ0385  HISTORY     - 1955     GOOD             NGS
 HQ0385  HISTORY     - 1983     GOOD             NGS
 HQ0385
 HQ0385                          STATION DESCRIPTION
 HQ0385
 HQ0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HQ0385'5.2 MI N FROM GOLDFIELD.
 HQ0385'5.0 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0385'AT GOLDFIELD, THENCE 0.2 MILE EAST ACROSS COUNTRY, 492.7 FEET
 HQ0385'EAST OF THE CENTER LINE OF THE HIGHWAY, 386 1/2 FEET EAST OF
 HQ0385'B.M. P 134, 289 FEET EAST OF THE CENTER LINE OF AN ABANDONED
 HQ0385'TONOPAH AND GOLDFIELD RAILROAD BED, 16 FEET EAST OF AN ABANDONED
 HQ0385'TRACK ROAD, 7.3 FEET SOUTH OF A 1- BY 4-INCH 7-FOOT-HIGH
 HQ0385'BOARD, 2.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 HQ0385'HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 HQ0385'PROJECTING 1.2 FEET ABOVE THE GROUND.  NOTE-- THE PIPE IS
 HQ0385'ENCASED BY A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 HQ0385
 HQ0385                          STATION RECOVERY (1983)
 HQ0385
 HQ0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0385'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.0 KM
 HQ0385'(5.0 MI) NORTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN GOLDFIELD,
 HQ0385'THENCE 0.3 KM (0.2 MI) EAST ACROSS COUNTRY, AT THE T-JUNCTION OF THE
 HQ0385'OLD ROAD AND A TRACK ROAD LEADING EAST, 88.0 METERS (289 FT) EAST OF
 HQ0385'THE CENTER OF THE OLD RAILROAD BED, 4.8 METERS (16 FT) EAST OF THE
 HQ0385'CENTER OF THE OLD HIGHWAY, 9.1 METERS (30 FT) SOUTH OF THE CENTER OF
 HQ0385'THE TRACK ROAD.  NOTE--THE MARK IS A SHALLOW SET PIPE PROJECTING 30
 HQ0385'CENTIMETERS.
 HQ0385'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 HQ0385'THE MARK IS ABOVE LEVEL WITH THE T JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0218 ***********************************************************************
 FS0218  DESIGNATION -  G 150
 FS0218  PID         -  FS0218
 FS0218  STATE/COUNTY-  NV/CLARK
 FS0218  USGS QUAD   -  JEAN (1989)
 FS0218
 FS0218                         *CURRENT SURVEY CONTROL
 FS0218  ___________________________________________________________________
 FS0218* NAD 83(1994)-  35 45 00.63800(N)    115 19 52.86446(W)     ADJUSTED  
 FS0218* NAVD 88     -       848.908  (meters)    2785.13   (feet)  POSTED    
 FS0218  ___________________________________________________________________
 FS0218  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FS0218  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FS0218  DYNAMIC HT  -         847.980 (meters)    2782.08  (feet)  COMP
 FS0218  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 FS0218
 FS0218  HORZ ORDER  -  THIRD
 FS0218  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0218
 FS0218.The horizontal coordinates were established by classical geodetic methods
 FS0218.and adjusted by the National Geodetic Survey in June 1998..
 FS0218
 FS0218.The orthometric height was determined by differential leveling
 FS0218.and adjusted by the National Geodetic Survey in 1992..
 FS0218.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0218.rate of 0.0 thru 1.0 mm/km.
 FS0218
 FS0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0218
 FS0218.The geoid height was determined by GEOID03.
 FS0218
 FS0218.The dynamic height is computed by dividing the NAVD 88
 FS0218.geopotential number by the normal gravity value computed on the
 FS0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0218.degrees latitude (g = 980.6199 gals.).
 FS0218
 FS0218.The modeled gravity was interpolated from observed gravity values.
 FS0218
 FS0218;                    North         East     Units Scale Factor Converg.
 FS0218;SPC NV E     - 8,110,983.014   222,788.820   MT  0.99990640   +0 08 50.0
 FS0218;SPC NV E     -26,610,783.44    730,932.99   sFT  0.99990640   +0 08 50.0
 FS0218;UTM  11      - 3,957,523.813   650,871.070   MT  0.99988049   +0 58 30.3
 FS0218
 FS0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0218!SPC NV E     -   0.99987122  x   0.99990640  =   0.99977764
 FS0218!UTM  11      -   0.99987122  x   0.99988049  =   0.99975173
 FS0218
 FS0218                          SUPERSEDED SURVEY CONTROL
 FS0218
 FS0218  NAD 83(1992)-  35 45 00.63616(N)    115 19 52.86621(W) AD(1991.35) 3
 FS0218  NAD 83(1992)-  35 45 00.63626(N)    115 19 52.86545(W) AD(       ) 3
 FS0218  NAD 83(1992)-  35 45 00.63338(N)    115 19 52.86764(W) AD(       ) 3
 FS0218  NAD 83(1986)-  35 45 00.63835(N)    115 19 52.85578(W) AD(       ) 3
 FS0218  NGVD 29 (??/??/92)  848.124  (m)         2782.55   (f) ADJ UNCH    1 2
 FS0218
 FS0218.Superseded values are not recommended for survey control.
 FS0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0218.See file dsdata.txt to determine how the superseded data were derived.
 FS0218
 FS0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5087157524(NAD 83)
 FS0218_MARKER: DB = BENCH MARK DISK
 FS0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0218_STAMPING: G 150 1935
 FS0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0218+STABILITY: SURFACE MOTION
 FS0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0218+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 FS0218
 FS0218  HISTORY     - Date     Condition        Report By
 FS0218  HISTORY     - 1935     MONUMENTED       CGS
 FS0218  HISTORY     - 1949     GOOD             NGS
 FS0218  HISTORY     - 1955     GOOD             USGS
 FS0218  HISTORY     - 1955     GOOD             NGS
 FS0218  HISTORY     - 19870512 GOOD             USPSQD
 FS0218  HISTORY     - 20011019 GOOD             NVGS
 FS0218
 FS0218                          STATION DESCRIPTION
 FS0218
 FS0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0218'2 MI S FROM JEAN.
 FS0218'2.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0218'AT JEAN, 27 RAILS SOUTH OF CONCRETE BRIDGE 299.39, ABOUT 8 RAILS
 FS0218'SOUTH OF SIGNAL 299.3, 67.4 FEET WEST OF THE WEST RAIL, 23.5 FEET
 FS0218'NORTHWEST OF THE 5TH POLE NORTH OF MILE POLE 299, 14 FEET EAST OF
 FS0218'THE CENTER LINE OF A DIM TRACK ROAD, 2.4 FEET NORTH OF A WITNESS
 FS0218'POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP
 FS0218'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0218
 FS0218                          STATION RECOVERY (1955)
 FS0218
 FS0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FS0218'DESCRIBED BY NGS IN LEVEL LINE 102 AS FOLLOWS.
 FS0218'
 FS0218'LOCATED 2 MI S. ALONG UNION PACIFIC RR. FROM STATION AT JEAN, 27
 FS0218'RAILS S. OF CONCRETE BRIDGE 299.39.  ABOUT 8 RAILS S. OF SIGNAL
 FS0218'299.3.  67.4 FT W. OF WEST RAIL, 23.5 FT NW. OF 5TH POLE N. OF
 FS0218'MILEPOST 299, 14 FT E. OF CENTER OF DIM TRACK RD., 2.4 FT N. OF
 FS0218'WITNESS POST.  ABOUT 3 FT LOWER THAN TRACK.
 FS0218'
 FS0218'STATION MARK--NGS BRONZE DISK STAMPED---G 150 1935---, IN TOP OF
 FS0218'CONCRETE POST PROJECTING 0.4 FT.
 FS0218
 FS0218                          STATION RECOVERY (1955)
 FS0218
 FS0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0218'RECOVERED IN GOOD CONDITION.
 FS0218
 FS0218                          STATION RECOVERY (1987)
 FS0218
 FS0218'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 FS0218'RECOVERED IN GOOD CONDITION.
 FS0218
 FS0218                          STATION RECOVERY (2001)
 FS0218
 FS0218'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 FS0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0467 ***********************************************************************
 HQ0467  DESIGNATION -  G 16
 HQ0467  PID         -  HQ0467
 HQ0467  STATE/COUNTY-  NV/NYE
 HQ0467  USGS QUAD   -  SPRINGDALE (1986)
 HQ0467
 HQ0467                         *CURRENT SURVEY CONTROL
 HQ0467  ___________________________________________________________________
 HQ0467* NAD 83(1986)-  37 06 45.     (N)    116 48 03.     (W)     SCALED    
 HQ0467* NAVD 88     -      1228.456  (meters)    4030.36   (feet)  ADJUSTED  
 HQ0467  ___________________________________________________________________
 HQ0467  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 HQ0467  DYNAMIC HT  -        1227.123 (meters)    4025.99  (feet)  COMP
 HQ0467  MODELED GRAV-     979,504.1   (mgal)                       NAVD 88
 HQ0467
 HQ0467  VERT ORDER  -  FIRST     CLASS II
 HQ0467
 HQ0467.The horizontal coordinates were scaled from a topographic map and have
 HQ0467.an estimated accuracy of +/- 6 seconds.
 HQ0467
 HQ0467.The orthometric height was determined by differential leveling
 HQ0467.and adjusted by the National Geodetic Survey in June 1991..
 HQ0467
 HQ0467.The geoid height was determined by GEOID03.
 HQ0467
 HQ0467.The dynamic height is computed by dividing the NAVD 88
 HQ0467.geopotential number by the normal gravity value computed on the
 HQ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0467.degrees latitude (g = 980.6199 gals.).
 HQ0467
 HQ0467.The modeled gravity was interpolated from observed gravity values.
 HQ0467
 HQ0467;                    North         East    Units  Estimated Accuracy
 HQ0467;SPC NV C     - 6,262,120.      488,080.      MT  (+/- 180 meters Scaled)
 HQ0467
 HQ0467                          SUPERSEDED SURVEY CONTROL
 HQ0467
 HQ0467.No superseded survey control is available for this station.
 HQ0467
 HQ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB176073(NAD 83)
 HQ0467_MARKER: DB = BENCH MARK DISK
 HQ0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0467_STAMPING: 4027.197
 HQ0467_MARK LOGO: CGS   
 HQ0467_PROJECTION: PROJECTING 40 CENTIMETERS
 HQ0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0467+STABILITY: SURFACE MOTION
 HQ0467
 HQ0467  HISTORY     - Date     Condition        Report By
 HQ0467  HISTORY     - UNK      MONUMENTED       NGS
 HQ0467  HISTORY     - 1952     GOOD             NGS
 HQ0467  HISTORY     - 1983     GOOD             NGS
 HQ0467
 HQ0467                          STATION DESCRIPTION
 HQ0467
 HQ0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0467'16.4 MI NW FROM BEATTY.
 HQ0467'16.1 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0467'AT BEATTY, THENCE 0.3 MILE NORTHEAST ACROSS COUNTRY, 42 FEET
 HQ0467'SOUTHWEST OF THE CENTER LINE OF AN ABANDONED RAILROAD GRADE,
 HQ0467'2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0467'POST WHICH PROJECTS 1.6 FEET ABOVE THE GROUND.
 HQ0467
 HQ0467                          STATION RECOVERY (1983)
 HQ0467
 HQ0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0467'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  25.5 KM
 HQ0467'(15.95 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 HQ0467'HIGHWAY 374 IN BEATTY, THENCE 0.4 KM (0.25 MI) NORTHEAST ALONG A TRACK
 HQ0467'ROAD, THENCE 0.65 KM (0.4 MI) NORTHWEST ALONG AN OLD ABANDON RAILROAD
 HQ0467'BED, 0.5 KM (0.3 MI) NORTHEAST OF TRIANGULATION STATION ANCRAM,
 HQ0467'12.8 METERS (42 FT) SOUTHWEST OF THE CENTER OF THE OLD RAILROAD BED.
 HQ0467'NOTE DUE TO ITS LOCATION THIS BM WILL NOT BE INCLUDED IN THE
 HQ0467'RELEVELING PROGRAM.
 HQ0467'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 HQ0467'THE MARK IS 0.3 M ABOVE THE OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0062 ***********************************************************************
 GR0062  DESIGNATION -  G 160
 GR0062  PID         -  GR0062
 GR0062  STATE/COUNTY-  NV/CLARK
 GR0062  USGS QUAD   -  MOAPA PEAK (1980)
 GR0062
 GR0062                         *CURRENT SURVEY CONTROL
 GR0062  ___________________________________________________________________
 GR0062* NAD 83(1986)-  36 45 21.     (N)    114 22 40.     (W)     SCALED    
 GR0062* NAVD 88     -       627.093  (meters)    2057.39   (feet)  ADJUSTED  
 GR0062  ___________________________________________________________________
 GR0062  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 GR0062  DYNAMIC HT  -         626.477 (meters)    2055.37  (feet)  COMP
 GR0062  MODELED GRAV-     979,629.5   (mgal)                       NAVD 88
 GR0062
 GR0062  VERT ORDER  -  FIRST     CLASS I
 GR0062
 GR0062.The horizontal coordinates were scaled from a topographic map and have
 GR0062.an estimated accuracy of +/- 6 seconds.
 GR0062
 GR0062.The orthometric height was determined by differential leveling
 GR0062.and adjusted by the National Geodetic Survey in June 1991..
 GR0062
 GR0062.The geoid height was determined by GEOID03.
 GR0062
 GR0062.The dynamic height is computed by dividing the NAVD 88
 GR0062.geopotential number by the normal gravity value computed on the
 GR0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0062.degrees latitude (g = 980.6199 gals.).
 GR0062
 GR0062.The modeled gravity was interpolated from observed gravity values.
 GR0062
 GR0062;                    North         East    Units  Estimated Accuracy
 GR0062;SPC NV E     - 8,223,210.      307,640.      MT  (+/- 180 meters Scaled)
 GR0062
 GR0062                          SUPERSEDED SURVEY CONTROL
 GR0062
 GR0062  NGVD 29 (??/??/92)  626.402  (m)         2055.12   (f) ADJ UNCH    1 1
 GR0062
 GR0062.Superseded values are not recommended for survey control.
 GR0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0062.See file dsdata.txt to determine how the superseded data were derived.
 GR0062
 GR0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA340709(NAD 83)
 GR0062_MARKER: DB = BENCH MARK DISK
 GR0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0062_STAMPING: G 160 1935
 GR0062_MARK LOGO: CGS   
 GR0062_PROJECTION: PROJECTING 10 CENTIMETERS
 GR0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0062+STABILITY: SURFACE MOTION
 GR0062
 GR0062  HISTORY     - Date     Condition        Report By
 GR0062  HISTORY     - 1935     MONUMENTED       CGS
 GR0062  HISTORY     - 1957     GOOD             NGS
 GR0062  HISTORY     - 1982     GOOD             NGS
 GR0062
 GR0062                          STATION DESCRIPTION
 GR0062
 GR0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0062'18.2 MI SW FROM MESQUITE.
 GR0062'18.2 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0062'OFFICE IN MESQUITE, 9.95 MILES EAST OF THE JUNCTION WITH STATE ROUTE
 GR0062'12, 0.3 MILE WEST OF B.M. C 139.  FROM THIS POINT MARK IS 269.7 FEET
 GR0062'SOUTH OF CENTER LINE OF HIGHWAY, 55.5 FEET NORTH OF ABANDONED HIGHWAY,
 GR0062'3.5 FEET SSW OF A CONCRETE WITNESS POST.  SET IN TOP OF A 12-INCH
 GR0062'SQUARE CONCRETE POST PROJECTING 0.4 FOOT.
 GR0062
 GR0062                          STATION RECOVERY (1982)
 GR0062
 GR0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0062'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0062'20.8 KM (13.0 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR0062'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 0.19 KM (0.1 MI)
 GR0062'SOUTHWEST OF A CONCRETE STOCK TANK ON THE OLD HIGHWAY, 0.15 KM (0.1
 GR0062'MI) NORTHEAST OF MILEPOST 104, 82.3 METERS (270 FT) SOUTHEAST OF THE
 GR0062'NORTH BOUND CENTERLINE, 16.9 METERS (55.5 FT) NORTHWEST OF THE CENTER
 GR0062'OF THE OLD HIGHWAY, 1.0 METER (3.5 FT) SOUTHEAST OF A 5 INCH
 GR0062'TRIANGULAR SHAPED CONCRETE POST.
 GR0062'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 GR0062'THE MARK IS 0.2 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0650 ***********************************************************************
 GR0650  DESIGNATION -  G 161
 GR0650  PID         -  GR0650
 GR0650  STATE/COUNTY-  NV/CLARK
 GR0650  USGS QUAD   -  DRY LAKE (1986)
 GR0650
 GR0650                         *CURRENT SURVEY CONTROL
 GR0650  ___________________________________________________________________
 GR0650* NAD 83(1986)-  36 28 53.     (N)    114 48 20.     (W)     SCALED    
 GR0650* NAVD 88     -       634.882  (meters)    2082.94   (feet)  ADJUSTED  
 GR0650  ___________________________________________________________________
 GR0650  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 GR0650  DYNAMIC HT  -         634.250 (meters)    2080.87  (feet)  COMP
 GR0650  MODELED GRAV-     979,616.8   (mgal)                       NAVD 88
 GR0650  OBS GRAVITY -     979,622.2   (mgal)                       GRAV_OBS
 GR0650
 GR0650  VERT ORDER  -  FIRST     CLASS II
 GR0650
 GR0650.The horizontal coordinates were scaled from a topographic map and have
 GR0650.an estimated accuracy of +/- 6 seconds.
 GR0650
 GR0650.The orthometric height was determined by differential leveling
 GR0650.and adjusted by the National Geodetic Survey in June 1991..
 GR0650
 GR0650.The geoid height was determined by GEOID03.
 GR0650
 GR0650.The dynamic height is computed by dividing the NAVD 88
 GR0650.geopotential number by the normal gravity value computed on the
 GR0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0650.degrees latitude (g = 980.6199 gals.).
 GR0650
 GR0650.The modeled gravity was interpolated from observed gravity values.
 GR0650.The observed gravity was obtained from relative gravimeter ties
 GR0650.to the IGSN71 gravity network.
 GR0650
 GR0650;                    North         East    Units  Estimated Accuracy
 GR0650;SPC NV E     - 8,192,360.      269,690.      MT  (+/- 180 meters Scaled)
 GR0650
 GR0650                          SUPERSEDED SURVEY CONTROL
 GR0650
 GR0650  NGVD 29 (??/??/92)  634.157  (m)         2080.56   (f) ADJ UNCH    1 2
 GR0650
 GR0650.Superseded values are not recommended for survey control.
 GR0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0650.See file dsdata.txt to determine how the superseded data were derived.
 GR0650
 GR0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA965395(NAD 83)
 GR0650_MARKER: DB = BENCH MARK DISK
 GR0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0650_STAMPING: G 161 1935
 GR0650_MARK LOGO: CGS   
 GR0650_PROJECTION: PROJECTING 12 CENTIMETERS
 GR0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0650+STABILITY: SURFACE MOTION
 GR0650
 GR0650  HISTORY     - Date     Condition        Report By
 GR0650  HISTORY     - 1935     MONUMENTED       CGS
 GR0650  HISTORY     - 1957     GOOD             NGS
 GR0650  HISTORY     - 1963     GOOD             NGS
 GR0650  HISTORY     - 1983     GOOD             NGS
 GR0650
 GR0650                          STATION DESCRIPTION
 GR0650
 GR0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0650'17.4 MI SW FROM MOAPA.
 GR0650'17.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0650'AT MOAPA, IN T 17 S, R 64 E, SOUTHWEST CORNER OF SECTION 2, 9
 GR0650'TELEPHONE POLES SOUTHWEST OF AND ACROSS THE TRACK FROM MILEPOLE 366,
 GR0650'148.5 FEET SOUTHWEST OF THE SOUTH CORNER OF THE CONCRETE BASE OF
 GR0650'SIGNAL 365.6, 42.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.8 FEET
 GR0650'SOUTH OF A CONCRETE WITNESS POST, 2.5 FEET NORTHEAST OF A POWER LINE
 GR0650'POLE, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 GR0650'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR0650
 GR0650                          STATION RECOVERY (1963)
 GR0650
 GR0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0650'RECOVERED IN GOOD CONDITION.
 GR0650
 GR0650                          STATION RECOVERY (1983)
 GR0650
 GR0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0650'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0650'28.55 KM (17.85 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST
 GR0650'END OF THE HIGHWAY BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 0.28 KM
 GR0650'(0.17 MI) SOUTHWEST OF MILEPOST 73, 0.6 METER (2 FT) NORTHEAST OF THE
 GR0650'FIRST TELEPHONE POLE SOUTHWEST OF THE UNION PACIFIC RAILROAD SEMAPHORE
 GR0650'365.6, 106.1 METERS (348 FT) NORTHWEST OF THE SOUTH BOUND CENTERLINE,
 GR0650'45.2 METERS (148.5 FT) SOUTHWEST OF THE SOUTH CORNER OF THE CONCRETE
 GR0650'SEMIPHORE BASE, 16.7 METERS (55 FT) NORTHWEST OF THE RIGHT OF WAY
 GR0650'FENCE, 13.1 METERS (43 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 0.9 METER
 GR0650'(3 FT) SOUTH OF A 5 INCH TRIANGULAR SHAPED CONCRETE POST PROJECTING
 GR0650'2.5 FEET.
 GR0650'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 GR0650'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0745 ***********************************************************************
 GR0745  DESIGNATION -  G 162
 GR0745  PID         -  GR0745
 GR0745  STATE/COUNTY-  NV/CLARK
 GR0745  USGS QUAD   -  FARRIER (1969)
 GR0745
 GR0745                         *CURRENT SURVEY CONTROL
 GR0745  ___________________________________________________________________
 GR0745* NAD 83(1986)-  36 47 33.     (N)    114 38 47.     (W)     SCALED    
 GR0745* NAVD 88     -       528.307  (meters)    1733.29   (feet)  ADJUSTED  
 GR0745  ___________________________________________________________________
 GR0745  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GR0745  DYNAMIC HT  -         527.804 (meters)    1731.64  (feet)  COMP
 GR0745  MODELED GRAV-     979,663.1   (mgal)                       NAVD 88
 GR0745
 GR0745  VERT ORDER  -  FIRST     CLASS I
 GR0745
 GR0745.The horizontal coordinates were scaled from a topographic map and have
 GR0745.an estimated accuracy of +/- 6 seconds.
 GR0745
 GR0745.The orthometric height was determined by differential leveling
 GR0745.and adjusted by the National Geodetic Survey in June 1991..
 GR0745.WARNING-Repeat measurements at this control monument indicate possible
 GR0745.vertical movement.
 GR0745
 GR0745.The geoid height was determined by GEOID03.
 GR0745
 GR0745.The dynamic height is computed by dividing the NAVD 88
 GR0745.geopotential number by the normal gravity value computed on the
 GR0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0745.degrees latitude (g = 980.6199 gals.).
 GR0745
 GR0745.The modeled gravity was interpolated from observed gravity values.
 GR0745
 GR0745;                    North         East    Units  Estimated Accuracy
 GR0745;SPC NV E     - 8,227,010.      283,620.      MT  (+/- 180 meters Scaled)
 GR0745
 GR0745                          SUPERSEDED SURVEY CONTROL
 GR0745
 GR0745  NGVD 29 (??/??/92)  527.633  (m)         1731.08   (f) ADJ UNCH    1 1
 GR0745
 GR0745.Superseded values are not recommended for survey control.
 GR0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0745.See file dsdata.txt to determine how the superseded data were derived.
 GR0745
 GR0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA100744(NAD 83)
 GR0745_MARKER: DB = BENCH MARK DISK
 GR0745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0745_SP_SET: CULVERT
 GR0745_STAMPING: G 162 1935
 GR0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0745
 GR0745  HISTORY     - Date     Condition        Report By
 GR0745  HISTORY     - 1935     MONUMENTED       CGS
 GR0745  HISTORY     - 1963     GOOD             NGS
 GR0745  HISTORY     - 1970     GOOD             NGS
 GR0745
 GR0745                          STATION DESCRIPTION
 GR0745
 GR0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0745'8.9 MI N FROM MOAPA.
 GR0745'8.9 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0745'MOAPA, IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF 5- BY
 GR0745'5-FOOT CONCRETE BOX CULVERT 391.49, 8.6 FEET WEST OF THE WEST RAIL,
 GR0745'AND ABOUT 2 FEET LOWER THAN THE TRACK.
 GR0745
 GR0745                          STATION RECOVERY (1970)
 GR0745
 GR0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GR0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0270 ***********************************************************************
 GR0270  DESIGNATION -  G 163
 GR0270  PID         -  GR0270
 GR0270  STATE/COUNTY-  NV/CLARK
 GR0270  USGS QUAD   -  OVERTON BEACH (1983)
 GR0270
 GR0270                         *CURRENT SURVEY CONTROL
 GR0270  ___________________________________________________________________
 GR0270* NAD 83(1986)-  36 27 53.     (N)    114 16 47.     (W)     SCALED    
 GR0270* NAVD 88     -       469.575  (meters)    1540.60   (feet)  POSTED    
 GR0270  ___________________________________________________________________
 GR0270  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 GR0270  DYNAMIC HT  -         469.120 (meters)    1539.10  (feet)  COMP
 GR0270  MODELED GRAV-     979,644.6   (mgal)                       NAVD 88
 GR0270
 GR0270  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0270
 GR0270.The horizontal coordinates were scaled from a topographic map and have
 GR0270.an estimated accuracy of +/- 6 seconds.
 GR0270
 GR0270.The orthometric height was determined by differential leveling
 GR0270.and adjusted by the National Geodetic Survey in 1992..
 GR0270.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0270.rate of 1.1 thru 2.0 mm/km.
 GR0270
 GR0270.The geoid height was determined by GEOID03.
 GR0270
 GR0270.The dynamic height is computed by dividing the NAVD 88
 GR0270.geopotential number by the normal gravity value computed on the
 GR0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0270.degrees latitude (g = 980.6199 gals.).
 GR0270
 GR0270.The modeled gravity was interpolated from observed gravity values.
 GR0270
 GR0270;                    North         East    Units  Estimated Accuracy
 GR0270;SPC NV E     - 8,191,020.      316,840.      MT  (+/- 180 meters Scaled)
 GR0270
 GR0270                          SUPERSEDED SURVEY CONTROL
 GR0270
 GR0270  NGVD 29 (??/??/92)  468.911  (m)         1538.42   (f) ADJ UNCH    1 1
 GR0270
 GR0270.Superseded values are not recommended for survey control.
 GR0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0270.See file dsdata.txt to determine how the superseded data were derived.
 GR0270
 GR0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA437389(NAD 83)
 GR0270_MARKER: DB = BENCH MARK DISK
 GR0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0270_STAMPING: G 163 1935
 GR0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0270+STABILITY: SURFACE MOTION
 GR0270
 GR0270  HISTORY     - Date     Condition        Report By
 GR0270  HISTORY     - 1935     MONUMENTED       CGS
 GR0270  HISTORY     - 1950     GOOD             NGS
 GR0270
 GR0270                          STATION DESCRIPTION
 GR0270
 GR0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0270'37.1 MI S FROM RIVERSIDE.
 GR0270'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0270'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0270'THENCE 10.0 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GR0270'FERRY ROAD, 40 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.0 FEET
 GR0270'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 GR0270'OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0009 ***********************************************************************
 GR0009  CBN         -  This is a Cooperative Base Network Control Station.
 GR0009  DESIGNATION -  G 164
 GR0009  PID         -  GR0009
 GR0009  STATE/COUNTY-  NV/CLARK
 GR0009  USGS QUAD   -  OVERTON (1983)
 GR0009
 GR0009                         *CURRENT SURVEY CONTROL
 GR0009  ___________________________________________________________________
 GR0009* NAD 83(1999)-  36 31 47.90287(N)    114 22 55.99769(W)     ADJUSTED  
 GR0009* NAVD 88     -       569.160  (meters)    1867.32   (feet)  POSTED    
 GR0009  ___________________________________________________________________
 GR0009  EPOCH DATE  -        1999.37
 GR0009  X           -  -2,118,456.366 (meters)                     COMP
 GR0009  Y           -  -4,673,965.633 (meters)                     COMP
 GR0009  Z           -   3,775,930.140 (meters)                     COMP
 GR0009  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 GR0009  ELLIP HEIGHT-         541.68  (meters)          (05/16/00) GPS OBS
 GR0009  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 GR0009  DYNAMIC HT  -         568.600 (meters)    1865.48  (feet)  COMP
 GR0009  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 GR0009
 GR0009  HORZ ORDER  -  A
 GR0009  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0009  ELLP ORDER  -  FOURTH    CLASS I
 GR0009
 GR0009.The horizontal coordinates were established by GPS observations
 GR0009.and adjusted by the National Geodetic Survey in May 2000..
 GR0009.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 GR0009.DATUM ITEM on the data sheet items page.
 GR0009.The horizontal coordinates are valid at the epoch date displayed above.
 GR0009.The epoch date for horizontal control is a decimal equivalence
 GR0009.of Year/Month/Day.
 GR0009
 GR0009.The orthometric height was determined by differential leveling
 GR0009.and adjusted by the National Geodetic Survey in 1992..
 GR0009.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0009.rate of 0.0 thru 1.0 mm/km.
 GR0009
 GR0009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GR0009
 GR0009.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0009
 GR0009.The ellipsoidal height was determined by GPS observations
 GR0009.and is referenced to NAD 83.
 GR0009
 GR0009.The geoid height was determined by GEOID03.
 GR0009
 GR0009.The dynamic height is computed by dividing the NAVD 88
 GR0009.geopotential number by the normal gravity value computed on the
 GR0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0009.degrees latitude (g = 980.6199 gals.).
 GR0009
 GR0009.The modeled gravity was interpolated from observed gravity values.
 GR0009
 GR0009;                    North         East     Units Scale Factor Converg.
 GR0009;SPC NV E     - 8,198,143.610   307,558.995   MT  1.00004249   +0 42 54.1
 GR0009;SPC NV E     -26,896,742.83  1,009,049.80   sFT  1.00004249   +0 42 54.1
 GR0009;UTM  11      - 4,045,921.050   734,369.419   MT  1.00027680   +1 33 32.1
 GR0009
 GR0009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0009!SPC NV E     -   0.99991500  x   1.00004249  =   0.99995748
 GR0009!UTM  11      -   0.99991500  x   1.00027680  =   1.00019177
 GR0009
 GR0009                          SUPERSEDED SURVEY CONTROL
 GR0009
 GR0009  NAD 83(1994)-  36 31 47.90253(N)    114 22 55.99564(W) AD(       ) B
 GR0009  ELLIP H (03/30/95)  541.77   (m)                       GP(       ) 4 1
 GR0009  NAVD 88 (03/30/95)  569.16   (m)         1867.3    (f) LEVELING    3  
 GR0009  NGVD 29 (??/??/92)  568.505  (m)         1865.17   (f) ADJ UNCH    1 1
 GR0009
 GR0009.Superseded values are not recommended for survey control.
 GR0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0009.See file dsdata.txt to determine how the superseded data were derived.
 GR0009
 GR0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3436945921(NAD 83)
 GR0009_MARKER: DB = BENCH MARK DISK
 GR0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0009_STAMPING: G 164 1935
 GR0009_MARK LOGO: CGS   
 GR0009_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0009+STABILITY: SURFACE MOTION
 GR0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0009+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 GR0009
 GR0009  HISTORY     - Date     Condition        Report By
 GR0009  HISTORY     - 1935     MONUMENTED       CGS
 GR0009  HISTORY     - 1950     GOOD             NGS
 GR0009  HISTORY     - 1979     GOOD             USGS
 GR0009  HISTORY     - 19940620 GOOD             NGS
 GR0009  HISTORY     - 19991018 GOOD             NGS
 GR0009  HISTORY     - 20050608 GOOD             INDIV
 GR0009
 GR0009                          STATION DESCRIPTION
 GR0009
 GR0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0009'8.3 MI E FROM OVERTON.
 GR0009'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT OVERTON,
 GR0009'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3 MILES NORTH
 GR0009'ALONG A GRADED ROAD, THENCE 2.7 MILES NORTHEAST ALONG A TRACK ROAD,
 GR0009'THENCE 4.0 MILES SOUTHEAST ACROSS MORMON MESA, ABOUT 175 YARDS
 GR0009'NORTHEAST OF THE WEST RIM, 3.2 FEET NORTH OF A WITNESS POST, AND SET
 GR0009'IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 GR0009
 GR0009                          STATION RECOVERY (1979)
 GR0009
 GR0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0009'OVERTON POST OFFICE, 4 MI NORTH AND EAST ALONG ROAD TO MORMON MESA.
 GR0009'THENCE 4.45 MI SE ALONG TRACK RD ON MORMON MESA, 13 FT E OF CENTER
 GR0009'LINE OF TRACK RD, 3.2 FT NORTH OF A WITNESS POST, SET IN THE TOP OF A
 GR0009'CONCRETE POST. STANDARD TABLET STAMPED G 164 1935.
 GR0009
 GR0009                          STATION RECOVERY (1994)
 GR0009
 GR0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 GR0009'RECOVERED AS DESCRIBED.
 GR0009
 GR0009                          STATION RECOVERY (1999)
 GR0009
 GR0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 GR0009'RECOVERED AS DESCRIBED.
 GR0009
 GR0009                          STATION RECOVERY (2005)
 GR0009
 GR0009'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KAM)
 GR0009'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0011 ***********************************************************************
 FS0011  DESIGNATION -  G 167
 FS0011  PID         -  FS0011
 FS0011  STATE/COUNTY-  NV/CLARK
 FS0011  USGS QUAD   -  BOULDER CITY NW (1983)
 FS0011
 FS0011                         *CURRENT SURVEY CONTROL
 FS0011  ___________________________________________________________________
 FS0011* NAD 83(1986)-  35 58 00.     (N)    114 52 55.     (W)     SCALED    
 FS0011* NAVD 88     -       725.037  (meters)    2378.73   (feet)  ADJUSTED  
 FS0011  ___________________________________________________________________
 FS0011  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FS0011  DYNAMIC HT  -         724.281 (meters)    2376.25  (feet)  COMP
 FS0011  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 FS0011
 FS0011  VERT ORDER  -  FIRST     CLASS I
 FS0011
 FS0011.The horizontal coordinates were scaled from a topographic map and have
 FS0011.an estimated accuracy of +/- 6 seconds.
 FS0011
 FS0011.The orthometric height was determined by differential leveling
 FS0011.and adjusted by the National Geodetic Survey in June 1991..
 FS0011
 FS0011.The geoid height was determined by GEOID03.
 FS0011
 FS0011.The dynamic height is computed by dividing the NAVD 88
 FS0011.geopotential number by the normal gravity value computed on the
 FS0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0011.degrees latitude (g = 980.6199 gals.).
 FS0011
 FS0011.The modeled gravity was interpolated from observed gravity values.
 FS0011
 FS0011;                    North         East    Units  Estimated Accuracy
 FS0011;SPC NV E     - 8,135,200.      263,260.      MT  (+/- 180 meters Scaled)
 FS0011
 FS0011                          SUPERSEDED SURVEY CONTROL
 FS0011
 FS0011  NGVD 29 (??/??/92)  724.323  (m)         2376.38   (f) ADJ UNCH    1 1
 FS0011
 FS0011.Superseded values are not recommended for survey control.
 FS0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0011.See file dsdata.txt to determine how the superseded data were derived.
 FS0011
 FS0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV909823(NAD 83)
 FS0011_MARKER: DB = BENCH MARK DISK
 FS0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0011_STAMPING: G 167 1935
 FS0011_MARK LOGO: CGS   
 FS0011_PROJECTION: PROJECTING 15 CENTIMETERS
 FS0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0011+STABILITY: SURFACE MOTION
 FS0011
 FS0011  HISTORY     - Date     Condition        Report By
 FS0011  HISTORY     - 1935     MONUMENTED       CGS
 FS0011  HISTORY     - 1950     GOOD             NGS
 FS0011  HISTORY     - 1963     GOOD             NGS
 FS0011  HISTORY     - 1981     GOOD             NGS
 FS0011
 FS0011                          STATION DESCRIPTION
 FS0011
 FS0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0011'1.7 MI E FROM ALUNITE.
 FS0011'1.7 MILES EAST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF U.S.
 FS0011'HIGHWAY 95 AT ALUNITE, AT A PAVED STRIP CONNECTING THE NORTH
 FS0011'AND SOUTH LANES, BETWEEN THE NORTH AND SOUTH LANES, 193.2 FEET
 FS0011'WEST OF THE WEST END OF THE NORTH HEAD WALL OF A 3- BY 7-FOOT
 FS0011'CONCRETE BOX CULVERT, 121 FEET WEST OF THE CENTER LINE OF THE
 FS0011'CONNECTING STRIP, 53 FEET NORTH OF THE CENTER LINE OF THE SOUTH
 FS0011'LANE, 47.8 FEET SOUTH OF THE CENTER LINE OF THE NORTH LANE, 3.5
 FS0011'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 FS0011'SOUTH LANE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0011'0.5 FOOT ABOVE THE GROUND.
 FS0011
 FS0011                          STATION RECOVERY (1963)
 FS0011
 FS0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0011'RECOVERED IN GOOD CONDITION.
 FS0011
 FS0011                          STATION RECOVERY (1981)
 FS0011
 FS0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0011'4.9 KM (3.05 MI) WEST ALONG US HIGHWAY 93 FROM THE US BUREAU OF
 FS0011'RECLAMATION ADMINISTRATION BUILDING IN BOULDER CITY, 58.8 METERS (193
 FS0011'FT) WEST OF THE NORTHWEST END OF A TRIPLE BOX CULVERT UNDER THE EAST
 FS0011'BOUND LANES, 63.7 METERS (209 FT) SOUTHEAST OF A HIGHWAY SIGN READING
 FS0011'LAUGHLIN BULLHEAD CITY NEXT RIGHT, 16.2 METERS (53 FT) NORTH OF THE
 FS0011'CENTERLINE OF THE EAST BOUND LANES, 14.6 METERS (47.8 FT) SOUTH OF THE
 FS0011'CENTERLINE OF THE WEST BOUND LANES.
 FS0011'THE MARK IS 1.1 METERS  N FROM A WITNESS POST.
 FS0011'THE MARK IS 0.4 M ABOVE THE SOUTH LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0544 ***********************************************************************
 GR0544  DESIGNATION -  G 169
 GR0544  PID         -  GR0544
 GR0544  STATE/COUNTY-  NV/CLARK
 GR0544  USGS QUAD   -  HOOVER DAM (1997)
 GR0544
 GR0544                         *CURRENT SURVEY CONTROL
 GR0544  ___________________________________________________________________
 GR0544* NAD 83(1986)-  36 00 35.     (N)    114 44 51.     (W)     SCALED    
 GR0544* NAVD 88     -       337.717  (meters)    1107.99   (feet)  POSTED    
 GR0544  ___________________________________________________________________
 GR0544  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR0544  DYNAMIC HT  -         337.380 (meters)    1106.89  (feet)  COMP
 GR0544  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 GR0544
 GR0544  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GR0544
 GR0544.The horizontal coordinates were scaled from a topographic map and have
 GR0544.an estimated accuracy of +/- 6 seconds.
 GR0544
 GR0544.The orthometric height was determined by differential leveling
 GR0544.and adjusted by the National Geodetic Survey in 1992..
 GR0544.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GR0544.rate greater than 8.0 mm/km.
 GR0544
 GR0544.The geoid height was determined by GEOID03.
 GR0544
 GR0544.The dynamic height is computed by dividing the NAVD 88
 GR0544.geopotential number by the normal gravity value computed on the
 GR0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0544.degrees latitude (g = 980.6199 gals.).
 GR0544
 GR0544.The modeled gravity was interpolated from observed gravity values.
 GR0544
 GR0544;                    North         East    Units  Estimated Accuracy
 GR0544;SPC NV E     - 8,140,070.      275,350.      MT  (+/- 180 meters Scaled)
 GR0544
 GR0544                          SUPERSEDED SURVEY CONTROL
 GR0544
 GR0544  NGVD 29 (??/??/92)  337.032  (m)         1105.75   (f) ADJ UNCH    1 1
 GR0544
 GR0544.Superseded values are not recommended for survey control.
 GR0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0544.See file dsdata.txt to determine how the superseded data were derived.
 GR0544
 GR0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV030873(NAD 83)
 GR0544_MARKER: DB = BENCH MARK DISK
 GR0544_SETTING: 66 = SET IN ROCK OUTCROP
 GR0544_SP_SET: ROCK CUT
 GR0544_STAMPING: G 169 1935
 GR0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0544+STABILITY: POSITION/ELEVATION WELL
 GR0544
 GR0544  HISTORY     - Date     Condition        Report By
 GR0544  HISTORY     - 1935     MONUMENTED       CGS
 GR0544  HISTORY     - 1950     GOOD             NGS
 GR0544  HISTORY     - 1963     GOOD             NGS
 GR0544  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0544
 GR0544                          STATION DESCRIPTION
 GR0544
 GR0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0544'1.1 MI SW FROM HOOVER DAM.
 GR0544'1.1 MILES SOUTHWEST ALONG THE LOWER PORTAL ROAD FROM THE SOUTHWEST END
 GR0544'OF THE NEVADA RAMP AT THE BOTTOM OF HOOVER DAM, 182 FEET WEST OF AND
 GR0544'ACROSS THE ROAD FROM THE NORTHWEST END OF A WOODEN GUARD RAIL, 29.5
 GR0544'FEET EAST OF A 1-INCH IRON ROD SET IN AND EXTENDING 1 1/2 FEET ABOVE
 GR0544'THE ROCK CUT, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN THE TOP
 GR0544'OF A SHELF IN A ROCK CUT MARKED BY THE WHITE PAINTED LETTERS B M, AND
 GR0544'ABOUT 4 FEET HIGHER THAN THE ROAD.
 GR0544
 GR0544                          STATION RECOVERY (1963)
 GR0544
 GR0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0544'RECOVERED IN GOOD CONDITION.
 GR0544
 GR0544                          STATION RECOVERY (1979)
 GR0544
 GR0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0077 ***********************************************************************
 GS0077  DESIGNATION -  G 17 RESET
 GS0077  PID         -  GS0077
 GS0077  STATE/COUNTY-  NV/NYE
 GS0077  USGS QUAD   -  POINT OF ROCKS (1984)
 GS0077
 GS0077                         *CURRENT SURVEY CONTROL
 GS0077  ___________________________________________________________________
 GS0077* NAD 83(1986)-  36 33 51.     (N)    116 07 03.     (W)     SCALED    
 GS0077* NAVD 88     -       864.598  (meters)    2836.60   (feet)  ADJUSTED  
 GS0077  ___________________________________________________________________
 GS0077  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 GS0077  DYNAMIC HT  -         863.709 (meters)    2833.69  (feet)  COMP
 GS0077  MODELED GRAV-     979,574.4   (mgal)                       NAVD 88
 GS0077
 GS0077  VERT ORDER  -  FIRST     CLASS II
 GS0077
 GS0077.The horizontal coordinates were scaled from a topographic map and have
 GS0077.an estimated accuracy of +/- 6 seconds.
 GS0077
 GS0077.The orthometric height was determined by differential leveling
 GS0077.and adjusted by the National Geodetic Survey in June 1991..
 GS0077
 GS0077.The geoid height was determined by GEOID03.
 GS0077
 GS0077.The dynamic height is computed by dividing the NAVD 88
 GS0077.geopotential number by the normal gravity value computed on the
 GS0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0077.degrees latitude (g = 980.6199 gals.).
 GS0077
 GS0077.The modeled gravity was interpolated from observed gravity values.
 GS0077
 GS0077;                    North         East    Units  Estimated Accuracy
 GS0077;SPC NV C     - 6,201,410.      549,160.      MT  (+/- 180 meters Scaled)
 GS0077
 GS0077                          SUPERSEDED SURVEY CONTROL
 GS0077
 GS0077  NGVD 29 (05/01/91)  863.795  (m)         2833.97   (f) ADJUSTED    1 2
 GS0077
 GS0077.Superseded values are not recommended for survey control.
 GS0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0077.See file dsdata.txt to determine how the superseded data were derived.
 GS0077
 GS0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA789468(NAD 83)
 GS0077_MARKER: DD = SURVEY DISK
 GS0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0077_STAMPING: G 17 RESET 1962
 GS0077_MARK LOGO: USGS  
 GS0077_PROJECTION: FLUSH
 GS0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0077+STABILITY: SURFACE MOTION
 GS0077
 GS0077  HISTORY     - Date     Condition        Report By
 GS0077  HISTORY     - 1962     MONUMENTED       NVDH
 GS0077  HISTORY     - 1963     GOOD             NGS
 GS0077  HISTORY     - 1983     GOOD             NGS
 GS0077
 GS0077                          STATION DESCRIPTION
 GS0077
 GS0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GS0077'28.6 MI NW FROM INDIAN SPRINGS.
 GS0077'28.6 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM INDIAN SPRINGS,
 GS0077'CLARK COUNTY, 2.4 MILES EAST OF THE OLD TOWN OF AMARGOSA, 185
 GS0077'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AT STATION 510+00,
 GS0077'AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE POST.
 GS0077
 GS0077                          STATION RECOVERY (1983)
 GS0077
 GS0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0077'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GS0077'27.0 KM (16.85 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 GS0077'HIGHWAY 373 IN LATHROP WELLS, 0.6 KM (0.35 MI) WEST OF MILEPOST 13,
 GS0077'0.55 KM (0.35 MI) EAST OF THE JUNCTION OF STATE HIGHWAY 160, 54.8
 GS0077'METERS (180 FT) SOUTH OF THE HIGHWAY CENTERLINE, 58.6 METERS (192.5
 GS0077'FT) SOUTHEAST OF A DOUBLE 36-INCH PIPE CULVERT WITH A CONCRETE
 GS0077'HEADWALL, 6.1 METERS (20 FT) NORTH OF THE RIGHT OF WAY FENCE, 42.6
 GS0077'METERS (140 FT) SOUTHWEST OF BM G 17=B 98 USGS.
 GS0077'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 GS0077'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0622 ***********************************************************************
 GR0622  DESIGNATION -  G 171
 GR0622  PID         -  GR0622
 GR0622  STATE/COUNTY-  NV/CLARK
 GR0622  USGS QUAD   -  APEX (1986)
 GR0622
 GR0622                         *CURRENT SURVEY CONTROL
 GR0622  ___________________________________________________________________
 GR0622* NAD 83(1986)-  36 18 58.     (N)    114 57 05.     (W)     SCALED    
 GR0622* NAVD 88     -       732.531  (meters)    2403.31   (feet)  ADJUSTED  
 GR0622  ___________________________________________________________________
 GR0622  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 GR0622  DYNAMIC HT  -         731.790 (meters)    2400.88  (feet)  COMP
 GR0622  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 GR0622
 GR0622  VERT ORDER  -  FIRST     CLASS II
 GR0622
 GR0622.The horizontal coordinates were scaled from a topographic map and have
 GR0622.an estimated accuracy of +/- 6 seconds.
 GR0622
 GR0622.The orthometric height was determined by differential leveling
 GR0622.and adjusted by the National Geodetic Survey in June 1991..
 GR0622
 GR0622.The geoid height was determined by GEOID03.
 GR0622
 GR0622.The dynamic height is computed by dividing the NAVD 88
 GR0622.geopotential number by the normal gravity value computed on the
 GR0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0622.degrees latitude (g = 980.6199 gals.).
 GR0622
 GR0622.The modeled gravity was interpolated from observed gravity values.
 GR0622
 GR0622;                    North         East    Units  Estimated Accuracy
 GR0622;SPC NV E     - 8,173,930.      256,750.      MT  (+/- 180 meters Scaled)
 GR0622
 GR0622                          SUPERSEDED SURVEY CONTROL
 GR0622
 GR0622  NGVD 29 (??/??/92)  731.794  (m)         2400.89   (f) ADJ UNCH    1 2
 GR0622
 GR0622.Superseded values are not recommended for survey control.
 GR0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0622.See file dsdata.txt to determine how the superseded data were derived.
 GR0622
 GR0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA839209(NAD 83)
 GR0622_MARKER: DB = BENCH MARK DISK
 GR0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0622_SP_SET: ABUTMENT
 GR0622_STAMPING: G 171 1935
 GR0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0622
 GR0622  HISTORY     - Date     Condition        Report By
 GR0622  HISTORY     - 1935     MONUMENTED       CGS
 GR0622  HISTORY     - 1963     GOOD             NGS
 GR0622  HISTORY     - 1983     MARK NOT FOUND   NGS
 GR0622  HISTORY     - 1983     GOOD             NGS
 GR0622
 GR0622                          STATION DESCRIPTION
 GR0622
 GR0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0622'16.4 MI NE FROM LAS VEGAS.
 GR0622'16.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0622'AT LAS VEGAS, 7 POLES NORTHEAST OF MILEPOLE 350, 63.0 FEET EAST OF THE
 GR0622'SOUTHEAST CORNER OF A LARGE CONCRETE BRIDGE (APEX UNDERPASS) OVER U.S.
 GR0622'HIGHWAY 93, 50 1/2 FEET NORTH OF THE FIRST TELEPHONE POLE EAST OF THE
 GR0622'HIGHWAY, IN THE TOP OF AN OLD ABUTMENT OF A FORMER RAILROAD OVERPASS,
 GR0622'8.0 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP
 GR0622'OF THE RAIL.
 GR0622
 GR0622                          STATION RECOVERY (1983)
 GR0622
 GR0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0622'NOT RECOVERED, CONSTRUCTION IN THE AREA.
 GR0622
 GR0622                          STATION RECOVERY (1983)
 GR0622
 GR0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0494 ***********************************************************************
 GR0494  DESIGNATION -  G 172
 GR0494  PID         -  GR0494
 GR0494  STATE/COUNTY-  NV/CLARK
 GR0494  USGS QUAD   -  BOULDER CANYON (1983)
 GR0494
 GR0494                         *CURRENT SURVEY CONTROL
 GR0494  ___________________________________________________________________
 GR0494* NAD 83(1986)-  36 11 49.     (N)    114 34 36.     (W)     SCALED    
 GR0494* NAVD 88     -       493.223  (meters)    1618.18   (feet)  POSTED    
 GR0494  ___________________________________________________________________
 GR0494  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 GR0494  DYNAMIC HT  -         492.740 (meters)    1616.60  (feet)  COMP
 GR0494  MODELED GRAV-     979,647.0   (mgal)                       NAVD 88
 GR0494
 GR0494  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0494
 GR0494.The horizontal coordinates were scaled from a topographic map and have
 GR0494.an estimated accuracy of +/- 6 seconds.
 GR0494
 GR0494.The orthometric height was determined by differential leveling
 GR0494.and adjusted by the National Geodetic Survey in 1992..
 GR0494.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0494.rate of 0.0 thru 1.0 mm/km.
 GR0494
 GR0494.The geoid height was determined by GEOID03.
 GR0494
 GR0494.The dynamic height is computed by dividing the NAVD 88
 GR0494.geopotential number by the normal gravity value computed on the
 GR0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0494.degrees latitude (g = 980.6199 gals.).
 GR0494
 GR0494.The modeled gravity was interpolated from observed gravity values.
 GR0494
 GR0494;                    North         East    Units  Estimated Accuracy
 GR0494;SPC NV E     - 8,160,990.      290,530.      MT  (+/- 180 meters Scaled)
 GR0494
 GR0494                          SUPERSEDED SURVEY CONTROL
 GR0494
 GR0494  NGVD 29 (??/??/92)  492.536  (m)         1615.93   (f) ADJ UNCH    1 1
 GR0494
 GR0494.Superseded values are not recommended for survey control.
 GR0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0494.See file dsdata.txt to determine how the superseded data were derived.
 GR0494
 GR0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA178085(NAD 83)
 GR0494_MARKER: DB = BENCH MARK DISK
 GR0494_SETTING: 66 = SET IN ROCK OUTCROP
 GR0494_SP_SET: WHITE OUTCROP
 GR0494_STAMPING: G 172 1935
 GR0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0494+STABILITY: POSITION/ELEVATION WELL
 GR0494
 GR0494  HISTORY     - Date     Condition        Report By
 GR0494  HISTORY     - 1935     MONUMENTED       CGS
 GR0494  HISTORY     - 1950     GOOD             NGS
 GR0494  HISTORY     - 1963     GOOD             NGS
 GR0494
 GR0494                          STATION DESCRIPTION
 GR0494
 GR0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0494'2.4 MI NW FROM MOUTH OF BOULDER WASH.
 GR0494'2.4 MILES NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0494'WASH, IN BOULDER WASH, IN THE BASE OF A WHITE 5-FOOT-HIGH OUTCROP, 104
 GR0494'FEET SOUTHWEST OF THE NORTHEAST BANK OF THE WASH, 87 FEET SOUTH OF
 GR0494'BENCH MARK 1618B (USGS), 11 FEET NORTHEAST OF THE CENTER LINE OF THE
 GR0494'ROAD, ABOUT 3 FEET HIGHER THAN THE BED OF THE WASH, AND MARKED BY THE
 GR0494'WHITE PAINTED LETTERS B M.
 GR0494
 GR0494                          STATION RECOVERY (1963)
 GR0494
 GR0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0583 ***********************************************************************
 GR0583  DESIGNATION -  G 174
 GR0583  PID         -  GR0583
 GR0583  STATE/COUNTY-  NV/CLARK
 GR0583  USGS QUAD   -  HOOVER DAM (1997)
 GR0583
 GR0583                         *CURRENT SURVEY CONTROL
 GR0583  ___________________________________________________________________
 GR0583* NAD 83(1986)-  36 00 59.     (N)    114 44 15.     (W)     SCALED    
 GR0583* NAVD 88     -       376.376  (meters)    1234.83   (feet)  ADJUSTED  
 GR0583  ___________________________________________________________________
 GR0583  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0583  DYNAMIC HT  -         376.007 (meters)    1233.62  (feet)  COMP
 GR0583  MODELED GRAV-     979,643.2   (mgal)                       NAVD 88
 GR0583
 GR0583  VERT ORDER  -  FIRST     CLASS I
 GR0583
 GR0583.The horizontal coordinates were scaled from a topographic map and have
 GR0583.an estimated accuracy of +/- 6 seconds.
 GR0583
 GR0583.The orthometric height was determined by differential leveling
 GR0583.and adjusted by the National Geodetic Survey in June 1991..
 GR0583
 GR0583.The geoid height was determined by GEOID03.
 GR0583
 GR0583.The dynamic height is computed by dividing the NAVD 88
 GR0583.geopotential number by the normal gravity value computed on the
 GR0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0583.degrees latitude (g = 980.6199 gals.).
 GR0583
 GR0583.The modeled gravity was interpolated from observed gravity values.
 GR0583
 GR0583;                    North         East    Units  Estimated Accuracy
 GR0583;SPC NV E     - 8,140,820.      276,240.      MT  (+/- 180 meters Scaled)
 GR0583
 GR0583                          SUPERSEDED SURVEY CONTROL
 GR0583
 GR0583  NGVD 29 (??/??/92)  375.659  (m)         1232.47   (f) ADJ UNCH    1 1
 GR0583
 GR0583.Superseded values are not recommended for survey control.
 GR0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0583.See file dsdata.txt to determine how the superseded data were derived.
 GR0583
 GR0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV038881(NAD 83)
 GR0583_MARKER: DB = BENCH MARK DISK
 GR0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0583_SP_SET: SIDEWALK
 GR0583_STAMPING: G 174 1935
 GR0583_MARK LOGO: CGS   
 GR0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0583
 GR0583  HISTORY     - Date     Condition        Report By
 GR0583  HISTORY     - 1935     MONUMENTED       CGS
 GR0583  HISTORY     - 1950     GOOD             NGS
 GR0583  HISTORY     - 1963     GOOD             NGS
 GR0583  HISTORY     - 1981     GOOD             NGS
 GR0583  HISTORY     - 1990     GOOD             USPSQD
 GR0583  HISTORY     - 1990     GOOD             USPSQD
 GR0583  HISTORY     - 19961102 GOOD             USPSQD
 GR0583  HISTORY     - 20041204 GOOD             USPSQD
 GR0583  HISTORY     - 20060404 GOOD             USPSQD
 GR0583
 GR0583                          STATION DESCRIPTION
 GR0583
 GR0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0583'IN HOOVER DAM.
 GR0583'ON TOP OF HOOVER DAM, ABOUT 135 YARDS EAST OF THE NORTHWEST (NEVADA)
 GR0583'END, ABOUT 70 YARDS WEST OF THE CENTER, NEAR THE CENTER OF THE SOUTH
 GR0583'(DOWNSTREAM) SIDE OF BLOCK N, 45.5 FEET WEST OF THE NORTHWEST CORNER
 GR0583'OF THE NEVADA ELEVATOR TOWER, DIRECTLY OPPOSITE THE CENTER OF AN
 GR0583'OBSERVATION NICHE, AND IN THE TOP OF THE NORTH EDGE OF THE SOUTH
 GR0583'SIDEWALK.
 GR0583
 GR0583                          STATION RECOVERY (1963)
 GR0583
 GR0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0583'RECOVERED IN GOOD CONDITION.
 GR0583
 GR0583                          STATION RECOVERY (1981)
 GR0583
 GR0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0583'RECOVERED IN GOOD CONDITION.
 GR0583
 GR0583                          STATION RECOVERY (1990)
 GR0583
 GR0583'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0583'RECOVERED IN GOOD CONDITION.
 GR0583
 GR0583                          STATION RECOVERY (1990)
 GR0583
 GR0583'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0583'RECOVERED IN GOOD CONDITION.
 GR0583
 GR0583                          STATION RECOVERY (1996)
 GR0583
 GR0583'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0583'RECOVERED IN GOOD CONDITION.
 GR0583
 GR0583                          STATION RECOVERY (2004)
 GR0583
 GR0583'RECOVERY NOTE BY US POWER SQUADRON 2004
 GR0583'RECOVERED IN GOOD CONDITION.
 GR0583
 GR0583                          STATION RECOVERY (2006)
 GR0583
 GR0583'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 GR0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0344 ***********************************************************************
 GR0344  DESIGNATION -  G 175
 GR0344  PID         -  GR0344
 GR0344  STATE/COUNTY-  NV/CLARK
 GR0344  USGS QUAD   -  GARRETT BUTTE (1984)
 GR0344
 GR0344                         *CURRENT SURVEY CONTROL
 GR0344  ___________________________________________________________________
 GR0344* NAD 83(1986)-  36 14 57.     (N)    114 15 27.     (W)     SCALED    
 GR0344* NAVD 88     -       982.813  (meters)    3224.45   (feet)  POSTED    
 GR0344  ___________________________________________________________________
 GR0344  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 GR0344  DYNAMIC HT  -         981.800 (meters)    3221.12  (feet)  COMP
 GR0344  MODELED GRAV-     979,564.6   (mgal)                       NAVD 88
 GR0344
 GR0344  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0344
 GR0344.The horizontal coordinates were scaled from a topographic map and have
 GR0344.an estimated accuracy of +/- 6 seconds.
 GR0344
 GR0344.The orthometric height was determined by differential leveling
 GR0344.and adjusted by the National Geodetic Survey in 1992..
 GR0344.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0344.rate of 0.0 thru 1.0 mm/km.
 GR0344
 GR0344.The geoid height was determined by GEOID03.
 GR0344
 GR0344.The dynamic height is computed by dividing the NAVD 88
 GR0344.geopotential number by the normal gravity value computed on the
 GR0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0344.degrees latitude (g = 980.6199 gals.).
 GR0344
 GR0344.The modeled gravity was interpolated from observed gravity values.
 GR0344
 GR0344;                    North         East    Units  Estimated Accuracy
 GR0344;SPC NV E     - 8,167,130.      319,160.      MT  (+/- 180 meters Scaled)
 GR0344
 GR0344                          SUPERSEDED SURVEY CONTROL
 GR0344
 GR0344  NGVD 29 (??/??/92)  982.098  (m)         3222.10   (f) ADJ UNCH    1 1
 GR0344
 GR0344.Superseded values are not recommended for survey control.
 GR0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0344.See file dsdata.txt to determine how the superseded data were derived.
 GR0344
 GR0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA464150(NAD 83)
 GR0344_MARKER: DB = BENCH MARK DISK
 GR0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0344_STAMPING: G 175 1935
 GR0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0344+STABILITY: SURFACE MOTION
 GR0344
 GR0344  HISTORY     - Date     Condition        Report By
 GR0344  HISTORY     - 1935     MONUMENTED       CGS
 GR0344  HISTORY     - 1950     GOOD             NGS
 GR0344
 GR0344                          STATION DESCRIPTION
 GR0344
 GR0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0344'4.2 MI SW FROM GOLD BUTTE RANCHHOUSE.
 GR0344'3.3 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE GOLD BUTTE RANCHHOUSE,
 GR0344'THENCE 0.9 MILE SOUTH ALONG AN OLD ABANDONED ROAD, 0.3 MILE NORTHEAST
 GR0344'OF THE JUNCTION OF THE DIRT ROAD, ABOUT 175 YARDS EAST OF THE DIRT
 GR0344'ROAD, IN A SADDLE ON A HIGH RIDGE, ON THE TOP OF THE WEST BANK OF A
 GR0344'DEEP RAVINE, 18 FEET EAST OF THE CENTER LINE OF THE ABANDONED ROAD,
 GR0344'3.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 GR0344'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND. NOTE--
 GR0344'BENCH MARK G 175 IS 0.7 MILE NORTHEAST ALONG A DIRT ROAD FROM BENCH
 GR0344'MARK H 175, THENCE 0.3 NORTHEAST ALONG AN ABANDONED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0313 ***********************************************************************
 GR0313  DESIGNATION -  G 176
 GR0313  PID         -  GR0313
 GR0313  STATE/COUNTY-  NV/CLARK
 GR0313  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0313
 GR0313                         *CURRENT SURVEY CONTROL
 GR0313  ___________________________________________________________________
 GR0313* NAD 83(1986)-  36 07 12.     (N)    114 10 43.     (W)     SCALED    
 GR0313* NAVD 88     -       605.554  (meters)    1986.72   (feet)  POSTED    
 GR0313  ___________________________________________________________________
 GR0313  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 GR0313  DYNAMIC HT  -         604.940 (meters)    1984.71  (feet)  COMP
 GR0313  MODELED GRAV-     979,605.4   (mgal)                       NAVD 88
 GR0313
 GR0313  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0313
 GR0313.The horizontal coordinates were scaled from a topographic map and have
 GR0313.an estimated accuracy of +/- 6 seconds.
 GR0313
 GR0313.The orthometric height was determined by differential leveling
 GR0313.and adjusted by the National Geodetic Survey in 1992..
 GR0313.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0313.rate of 2.1 thru 3.0 mm/km.
 GR0313
 GR0313.The geoid height was determined by GEOID03.
 GR0313
 GR0313.The dynamic height is computed by dividing the NAVD 88
 GR0313.geopotential number by the normal gravity value computed on the
 GR0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0313.degrees latitude (g = 980.6199 gals.).
 GR0313
 GR0313.The modeled gravity was interpolated from observed gravity values.
 GR0313
 GR0313;                    North         East    Units  Estimated Accuracy
 GR0313;SPC NV E     - 8,152,900.      326,450.      MT  (+/- 180 meters Scaled)
 GR0313
 GR0313                          SUPERSEDED SURVEY CONTROL
 GR0313
 GR0313  NGVD 29 (??/??/92)  604.834  (m)         1984.36   (f) ADJ UNCH    1 1
 GR0313
 GR0313.Superseded values are not recommended for survey control.
 GR0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0313.See file dsdata.txt to determine how the superseded data were derived.
 GR0313
 GR0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA539009(NAD 83)
 GR0313_MARKER: DB = BENCH MARK DISK
 GR0313_SETTING: 80 = SET IN A BOULDER
 GR0313_SP_SET: BOULDER
 GR0313_STAMPING: G 176 1935
 GR0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0313+STABILITY: SURFACE MOTION
 GR0313
 GR0313  HISTORY     - Date     Condition        Report By
 GR0313  HISTORY     - 1935     MONUMENTED       CGS
 GR0313  HISTORY     - 1950     GOOD             NGS
 GR0313
 GR0313                          STATION DESCRIPTION
 GR0313
 GR0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0313'2.2 MI SE FROM LAKE SHORE MINE.
 GR0313'2.0 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, THENCE
 GR0313'0.2 MILE NORTH ALONG A WASH, IN THE TOP OF A LARGE GRANITE BOULDER IN
 GR0313'THE APPROXIMATE CENTER OF THE WASH, 0.1 MILE SOUTH OF A PROMINENT
 GR0313'ROCKY POINT ON THE EAST SIDE OF THE WASH, ABOUT 3 FEET HIGHER THAN THE
 GR0313'BED OF THE WASH, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0216 ***********************************************************************
 HQ0216  DESIGNATION -  G 179
 HQ0216  PID         -  HQ0216
 HQ0216  STATE/COUNTY-  NV/ESMERALDA
 HQ0216  USGS QUAD   -  SILVER PEAK (1987)
 HQ0216
 HQ0216                         *CURRENT SURVEY CONTROL
 HQ0216  ___________________________________________________________________
 HQ0216* NAD 83(1986)-  37 46 38.     (N)    117 38 01.     (W)     SCALED    
 HQ0216* NAVD 88     -      1304.586  (meters)    4280.13   (feet)  ADJUSTED  
 HQ0216  ___________________________________________________________________
 HQ0216  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 HQ0216  DYNAMIC HT  -        1303.203 (meters)    4275.59  (feet)  COMP
 HQ0216  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 HQ0216
 HQ0216  VERT ORDER  -  SECOND    CLASS 0
 HQ0216
 HQ0216.The horizontal coordinates were scaled from a topographic map and have
 HQ0216.an estimated accuracy of +/- 6 seconds.
 HQ0216
 HQ0216.The orthometric height was determined by differential leveling
 HQ0216.and adjusted by the National Geodetic Survey in June 1991..
 HQ0216
 HQ0216.The geoid height was determined by GEOID03.
 HQ0216
 HQ0216.The dynamic height is computed by dividing the NAVD 88
 HQ0216.geopotential number by the normal gravity value computed on the
 HQ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0216.degrees latitude (g = 980.6199 gals.).
 HQ0216
 HQ0216.The modeled gravity was interpolated from observed gravity values.
 HQ0216
 HQ0216;                    North         East    Units  Estimated Accuracy
 HQ0216;SPC NV W     - 4,336,300.      883,660.      MT  (+/- 180 meters Scaled)
 HQ0216
 HQ0216                          SUPERSEDED SURVEY CONTROL
 HQ0216
 HQ0216  NGVD 29 (??/??/92) 1303.526  (m)         4276.65   (f) ADJ UNCH    2 0
 HQ0216
 HQ0216.Superseded values are not recommended for survey control.
 HQ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0216.See file dsdata.txt to determine how the superseded data were derived.
 HQ0216
 HQ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB442812(NAD 83)
 HQ0216_MARKER: DB = BENCH MARK DISK
 HQ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0216_STAMPING: G 179 1958
 HQ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0216+STABILITY: SURFACE MOTION
 HQ0216
 HQ0216  HISTORY     - Date     Condition        Report By
 HQ0216  HISTORY     - 1958     MONUMENTED       CGS
 HQ0216
 HQ0216                          STATION DESCRIPTION
 HQ0216
 HQ0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0216'1.5 MI N FROM SILVER PEAK.
 HQ0216'1.5 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE SUBSTATION AT
 HQ0216'SILVER PEAK, ON THE INSIDE OF A LONG CURVE, 111 FEET WEST OF THE
 HQ0216'CENTER LINE OF THE HIGHWAY, 99 FEET WEST-SOUTHWEST OF THE SOUTH
 HQ0216'END OF THE WEST CONCRETE HEAD WALL OF A 24-INCH VITRIFIED CLAY
 HQ0216'PIPE CULVERT, 2.3 FEET EAST OF A WITNESS POST, 1 1/2 FEET LOWER
 HQ0216'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HQ0216'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0689 ***********************************************************************
 LR0689  DESIGNATION -  G 18
 LR0689  PID         -  LR0689
 LR0689  STATE/COUNTY-  NV/HUMBOLDT
 LR0689  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0689
 LR0689                         *CURRENT SURVEY CONTROL
 LR0689  ___________________________________________________________________
 LR0689* NAD 83(1986)-  40 54 15.     (N)    117 50 38.     (W)     SCALED    
 LR0689* NAVD 88     -      1309.743  (meters)    4297.05   (feet)  POSTED    
 LR0689  ___________________________________________________________________
 LR0689  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 LR0689  DYNAMIC HT  -        1308.760 (meters)    4293.82  (feet)  COMP
 LR0689  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 LR0689
 LR0689  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 LR0689
 LR0689.The horizontal coordinates were scaled from a topographic map and have
 LR0689.an estimated accuracy of +/- 6 seconds.
 LR0689
 LR0689.The orthometric height was determined by differential leveling
 LR0689.and adjusted by the National Geodetic Survey in 1992..
 LR0689.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 LR0689.rate of 4.1 thru 8.0 mm/km.
 LR0689
 LR0689.The geoid height was determined by GEOID03.
 LR0689
 LR0689.The dynamic height is computed by dividing the NAVD 88
 LR0689.geopotential number by the normal gravity value computed on the
 LR0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0689.degrees latitude (g = 980.6199 gals.).
 LR0689
 LR0689.The modeled gravity was interpolated from observed gravity values.
 LR0689
 LR0689;                    North         East    Units  Estimated Accuracy
 LR0689;SPC NV W     - 4,683,270.      862,300.      MT  (+/- 180 meters Scaled)
 LR0689
 LR0689                          SUPERSEDED SURVEY CONTROL
 LR0689
 LR0689  NGVD 29 (??/??/92) 1308.74   (m)         4293.8    (f) COMPUTED    1 2
 LR0689
 LR0689.Superseded values are not recommended for survey control.
 LR0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0689.See file dsdata.txt to determine how the superseded data were derived.
 LR0689
 LR0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF289284(NAD 83)
 LR0689_MARKER: DB = BENCH MARK DISK
 LR0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0689_STAMPING: G 18 1931 4293.459
 LR0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0689+STABILITY: SURFACE MOTION
 LR0689
 LR0689  HISTORY     - Date     Condition        Report By
 LR0689  HISTORY     - 1931     MONUMENTED       CGS
 LR0689  HISTORY     - 1953     GOOD             NGS
 LR0689
 LR0689                          STATION DESCRIPTION
 LR0689
 LR0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0689'2.9 MI NE FROM ROSE CREEK.
 LR0689'2.9 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0689'THE SIDING SIGN AT ROSE CREEK, 20 FEET SOUTHWEST OF THE 15TH. POLE
 LR0689'SOUTHWEST OF MILEPOLE 410, IN LINE WITH A ROW OF POLES, 137.5 FEET
 LR0689'SOUTHEAST OF A FENCE, 59.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 42
 LR0689'FEET NORTH OF THE NORTH CORNER OF A MOTOR SCOOTER DERAILING PLATFORM,
 LR0689'1.7 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 LR0689'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 LR0689'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0321 ***********************************************************************
 HQ0321  DESIGNATION -  G 180
 HQ0321  PID         -  HQ0321
 HQ0321  STATE/COUNTY-  NV/ESMERALDA
 HQ0321  USGS QUAD   -  LIDA WASH NW (1987)
 HQ0321
 HQ0321                         *CURRENT SURVEY CONTROL
 HQ0321  ___________________________________________________________________
 HQ0321* NAD 83(1986)-  37 39 26.     (N)    117 40 38.     (W)     SCALED    
 HQ0321* NAVD 88     -      1344.179  (meters)    4410.03   (feet)  ADJUSTED  
 HQ0321  ___________________________________________________________________
 HQ0321  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 HQ0321  DYNAMIC HT  -        1342.710 (meters)    4405.21  (feet)  COMP
 HQ0321  MODELED GRAV-     979,490.9   (mgal)                       NAVD 88
 HQ0321
 HQ0321  VERT ORDER  -  SECOND    CLASS 0
 HQ0321
 HQ0321.The horizontal coordinates were scaled from a topographic map and have
 HQ0321.an estimated accuracy of +/- 6 seconds.
 HQ0321
 HQ0321.The orthometric height was determined by differential leveling
 HQ0321.and adjusted by the National Geodetic Survey in June 1991..
 HQ0321
 HQ0321.The geoid height was determined by GEOID03.
 HQ0321
 HQ0321.The dynamic height is computed by dividing the NAVD 88
 HQ0321.geopotential number by the normal gravity value computed on the
 HQ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0321.degrees latitude (g = 980.6199 gals.).
 HQ0321
 HQ0321.The modeled gravity was interpolated from observed gravity values.
 HQ0321
 HQ0321;                    North         East    Units  Estimated Accuracy
 HQ0321;SPC NV W     - 4,322,950.      879,950.      MT  (+/- 180 meters Scaled)
 HQ0321
 HQ0321                          SUPERSEDED SURVEY CONTROL
 HQ0321
 HQ0321  NGVD 29 (??/??/92) 1343.099  (m)         4406.48   (f) ADJ UNCH    2 0
 HQ0321
 HQ0321.Superseded values are not recommended for survey control.
 HQ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0321.See file dsdata.txt to determine how the superseded data were derived.
 HQ0321
 HQ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB402680(NAD 83)
 HQ0321_MARKER: DB = BENCH MARK DISK
 HQ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0321_STAMPING: G 180 1958
 HQ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0321+STABILITY: SURFACE MOTION
 HQ0321
 HQ0321  HISTORY     - Date     Condition        Report By
 HQ0321  HISTORY     - 1958     MONUMENTED       CGS
 HQ0321  HISTORY     - 1985     GOOD             USGS
 HQ0321
 HQ0321                          STATION DESCRIPTION
 HQ0321
 HQ0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0321'7.2 MI SW FROM SILVER PEAK.
 HQ0321'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE SUBSTATION
 HQ0321'AT SILVER PEAK, THENCE 6.75 MILES SOUTHWEST ALONG A DIRT ROAD,
 HQ0321'90 YARDS NORTH OF THE CROSSING OF A WASH, 36 FEET WEST OF THE
 HQ0321'CENTER LINE OF THE ROAD, 201 FEET NORTHWEST AND ACROSS THE ROAD
 HQ0321'FROM THE APPROXIMATE CENTER OF THE WASH, 3.0 FEET EAST OF A
 HQ0321'WITNESS POST, 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 HQ0321'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 HQ0321
 HQ0321                          STATION RECOVERY (1985)
 HQ0321
 HQ0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HQ0321'FROM THE SUBSTATION AT SILVER PEAK, GO SOUTHWEST ALONG STATE HWY. 265
 HQ0321'FOR 0.5 MILES TO END OF HIGHWAY AT A THREE WAY INTERSECTION, TAKE
 HQ0321'LEFT FORK AND GO 0.35 MILES TO A 'Y' INTERSECTION TAKE RIGHT FORK AND
 HQ0321'GO 6.50 MILES SOUTH TO BENCH MARK 90 YARDS NORTH OF THE CROSSING OF A
 HQ0321'WASH, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 201 FEET NORTH
 HQ0321'-WEST AND ACROSS THE ROAD FROM THE APPROXIMATE CENTER OF THE WASH,
 HQ0321'3.0 FEET EASAT IF A EAST OF A WITNESS POST, 1 FOOT HIGHER THAN THE
 HQ0321'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 HQ0321'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0221 ***********************************************************************
 HQ0221  DESIGNATION -  G 181
 HQ0221  PID         -  HQ0221
 HQ0221  STATE/COUNTY-  NV/ESMERALDA
 HQ0221  USGS QUAD   -  GOAT ISLAND (1987)
 HQ0221
 HQ0221                         *CURRENT SURVEY CONTROL
 HQ0221  ___________________________________________________________________
 HQ0221* NAD 83(1986)-  37 48 28.     (N)    117 35 57.     (W)     SCALED    
 HQ0221* NAVD 88     -      1316.589  (meters)    4319.51   (feet)  ADJUSTED  
 HQ0221  ___________________________________________________________________
 HQ0221  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 HQ0221  DYNAMIC HT  -        1315.196 (meters)    4314.94  (feet)  COMP
 HQ0221  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 HQ0221
 HQ0221  VERT ORDER  -  SECOND    CLASS 0
 HQ0221
 HQ0221.The horizontal coordinates were scaled from a topographic map and have
 HQ0221.an estimated accuracy of +/- 6 seconds.
 HQ0221
 HQ0221.The orthometric height was determined by differential leveling
 HQ0221.and adjusted by the National Geodetic Survey in June 1991..
 HQ0221
 HQ0221.The geoid height was determined by GEOID03.
 HQ0221
 HQ0221.The dynamic height is computed by dividing the NAVD 88
 HQ0221.geopotential number by the normal gravity value computed on the
 HQ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0221.degrees latitude (g = 980.6199 gals.).
 HQ0221
 HQ0221.The modeled gravity was interpolated from observed gravity values.
 HQ0221
 HQ0221;                    North         East    Units  Estimated Accuracy
 HQ0221;SPC NV W     - 4,339,730.      886,660.      MT  (+/- 180 meters Scaled)
 HQ0221
 HQ0221                          SUPERSEDED SURVEY CONTROL
 HQ0221
 HQ0221  NGVD 29 (??/??/92) 1315.525  (m)         4316.02   (f) ADJ UNCH    2 0
 HQ0221
 HQ0221.Superseded values are not recommended for survey control.
 HQ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0221.See file dsdata.txt to determine how the superseded data were derived.
 HQ0221
 HQ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB472846(NAD 83)
 HQ0221_MARKER: DB = BENCH MARK DISK
 HQ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0221_STAMPING: G 181 1958
 HQ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0221+STABILITY: SURFACE MOTION
 HQ0221
 HQ0221  HISTORY     - Date     Condition        Report By
 HQ0221  HISTORY     - 1958     MONUMENTED       CGS
 HQ0221
 HQ0221                          STATION DESCRIPTION
 HQ0221
 HQ0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0221'4.6 MI NE FROM SILVER PEAK.
 HQ0221'2.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE SUBSTATION AT
 HQ0221'SILVER PEAK, THENCE 2.4 MILES NORTHEAST ALONG A DIRT ROAD,
 HQ0221'0.2 MILE NORTHEAST OF THE APPROXIMATE CENTER OF A CURVE AND THE
 HQ0221'CROSSING OF A WASH, 43 FEET NORTHWEST OF THE CENTER LINE OF
 HQ0221'THE ROAD, 2.7 FEET SOUTHEAST OF A WITNESS POST, LEVEL WITH THE
 HQ0221'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 HQ0221'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0027 ***********************************************************************
 LQ0027  DESIGNATION -  G 182
 LQ0027  PID         -  LQ0027
 LQ0027  STATE/COUNTY-  NV/ELKO
 LQ0027  USGS QUAD   -  OLA (1972)
 LQ0027
 LQ0027                         *CURRENT SURVEY CONTROL
 LQ0027  ___________________________________________________________________
 LQ0027* NAD 83(1986)-  40 42 17.     (N)    114 08 27.     (W)     SCALED    
 LQ0027* NAVD 88     -      1390.868  (meters)    4563.21   (feet)  ADJUSTED  
 LQ0027  ___________________________________________________________________
 LQ0027  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 LQ0027  DYNAMIC HT  -        1389.751 (meters)    4559.54  (feet)  COMP
 LQ0027  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 LQ0027
 LQ0027  VERT ORDER  -  SECOND    CLASS 0
 LQ0027
 LQ0027.The horizontal coordinates were scaled from a topographic map and have
 LQ0027.an estimated accuracy of +/- 6 seconds.
 LQ0027
 LQ0027.The orthometric height was determined by differential leveling
 LQ0027.and adjusted by the National Geodetic Survey in June 1991..
 LQ0027
 LQ0027.The geoid height was determined by GEOID03.
 LQ0027
 LQ0027.The dynamic height is computed by dividing the NAVD 88
 LQ0027.geopotential number by the normal gravity value computed on the
 LQ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0027.degrees latitude (g = 980.6199 gals.).
 LQ0027
 LQ0027.The modeled gravity was interpolated from observed gravity values.
 LQ0027
 LQ0027;                    North         East    Units  Estimated Accuracy
 LQ0027;SPC NV E     - 8,661,860.      321,900.      MT  (+/- 180 meters Scaled)
 LQ0027
 LQ0027                          SUPERSEDED SURVEY CONTROL
 LQ0027
 LQ0027  NGVD 29 (??/??/92) 1389.866  (m)         4559.92   (f) ADJ UNCH    2 0
 LQ0027
 LQ0027.Superseded values are not recommended for survey control.
 LQ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0027.See file dsdata.txt to determine how the superseded data were derived.
 LQ0027
 LQ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF415099(NAD 83)
 LQ0027_MARKER: DB = BENCH MARK DISK
 LQ0027_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0027_SP_SET: GRANITE OUTCROP
 LQ0027_STAMPING: G 182 1958
 LQ0027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0027+STABILITY: POSITION/ELEVATION WELL
 LQ0027
 LQ0027  HISTORY     - Date     Condition        Report By
 LQ0027  HISTORY     - 1958     MONUMENTED       CGS
 LQ0027
 LQ0027                          STATION DESCRIPTION
 LQ0027
 LQ0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0027'5.8 MI W FROM WENDOVER, UT.
 LQ0027'5.8 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE UTAH-NEVADA
 LQ0027'STATE LINE AT WENDOVER, ON THE INSIDE OF A LONG U CURVE, DIRECTLY
 LQ0027'ACROSS THE TRACK FROM THE 9TH TELEGRAPH POLE SOUTHWEST OF MILEPOST
 LQ0027'800, IN THE TOP OF A 2- BY 3-FOOT GRANITE OUTCROP WHICH PROJECTS 1/2
 LQ0027'FOOT ABOVE THE GROUND, 106 FEET NORTH OF THE NORTH RAIL, 10 1/2 FEET
 LQ0027'EAST OF A 3- BY 4-FOOT BOULDER, AND ABOUT 7 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0154 ***********************************************************************
 LQ0154  DESIGNATION -  G 183
 LQ0154  PID         -  LQ0154
 LQ0154  STATE/COUNTY-  NV/ELKO
 LQ0154  USGS QUAD   -  SPRING GULCH (1972)
 LQ0154
 LQ0154                         *CURRENT SURVEY CONTROL
 LQ0154  ___________________________________________________________________
 LQ0154* NAD 83(1986)-  40 32 53.     (N)    114 08 40.     (W)     SCALED    
 LQ0154* NAVD 88     -      1457.805  (meters)    4782.82   (feet)  ADJUSTED  
 LQ0154  ___________________________________________________________________
 LQ0154  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 LQ0154  DYNAMIC HT  -        1456.607 (meters)    4778.88  (feet)  COMP
 LQ0154  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 LQ0154
 LQ0154  VERT ORDER  -  SECOND    CLASS 0
 LQ0154
 LQ0154.The horizontal coordinates were scaled from a topographic map and have
 LQ0154.an estimated accuracy of +/- 6 seconds.
 LQ0154
 LQ0154.The orthometric height was determined by differential leveling
 LQ0154.and adjusted by the National Geodetic Survey in June 1991..
 LQ0154
 LQ0154.The geoid height was determined by GEOID03.
 LQ0154
 LQ0154.The dynamic height is computed by dividing the NAVD 88
 LQ0154.geopotential number by the normal gravity value computed on the
 LQ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0154.degrees latitude (g = 980.6199 gals.).
 LQ0154
 LQ0154.The modeled gravity was interpolated from observed gravity values.
 LQ0154
 LQ0154;                    North         East    Units  Estimated Accuracy
 LQ0154;SPC NV E     - 8,644,460.      321,870.      MT  (+/- 180 meters Scaled)
 LQ0154
 LQ0154                          SUPERSEDED SURVEY CONTROL
 LQ0154
 LQ0154  NGVD 29 (??/??/92) 1456.778  (m)         4779.45   (f) ADJ UNCH    2 0
 LQ0154
 LQ0154.Superseded values are not recommended for survey control.
 LQ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0154.See file dsdata.txt to determine how the superseded data were derived.
 LQ0154
 LQ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE418925(NAD 83)
 LQ0154_MARKER: DB = BENCH MARK DISK
 LQ0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LQ0154_SP_SET: CULVERT
 LQ0154_STAMPING: G 183 1958
 LQ0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0154
 LQ0154  HISTORY     - Date     Condition        Report By
 LQ0154  HISTORY     - 1958     MONUMENTED       CGS
 LQ0154
 LQ0154                          STATION DESCRIPTION
 LQ0154
 LQ0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0154'14.3 MI S FROM WENDOVER, UT.
 LQ0154'14.3 MILES SOUTH ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE JUNCTION OF
 LQ0154'U.S. HIGHWAY 40 AT WENDOVER, IN THE TOP OF A 2- BY 2-FOOT CONGLOMERATE
 LQ0154'BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 35 FEET EAST OF
 LQ0154'THE CENTER LINE OF THE HIGHWAY, 39 FEET NORTH OF THE CENTER OF THE
 LQ0154'EAST END OF 24-INCH PIPE CULVERT C 147+60, AND ABOUT 1 1/2 FEET LOWER
 LQ0154'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0023 ***********************************************************************
 JQ0023  DESIGNATION -  G 184
 JQ0023  PID         -  JQ0023
 JQ0023  STATE/COUNTY-  NV/NYE
 JQ0023  USGS QUAD   -  WARM SPRINGS (1968)
 JQ0023
 JQ0023                         *CURRENT SURVEY CONTROL
 JQ0023  ___________________________________________________________________
 JQ0023* NAD 83(1986)-  38 11 27.     (N)    116 21 09.     (W)     SCALED    
 JQ0023* NAVD 88     -      1628.820  (meters)    5343.89   (feet)  ADJUSTED  
 JQ0023  ___________________________________________________________________
 JQ0023  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 JQ0023  DYNAMIC HT  -        1627.031 (meters)    5338.02  (feet)  COMP
 JQ0023  MODELED GRAV-     979,473.5   (mgal)                       NAVD 88
 JQ0023
 JQ0023  VERT ORDER  -  SECOND    CLASS 0
 JQ0023
 JQ0023.The horizontal coordinates were scaled from a topographic map and have
 JQ0023.an estimated accuracy of +/- 6 seconds.
 JQ0023
 JQ0023.The orthometric height was determined by differential leveling
 JQ0023.and adjusted by the National Geodetic Survey in June 1991..
 JQ0023
 JQ0023.The geoid height was determined by GEOID03.
 JQ0023
 JQ0023.The dynamic height is computed by dividing the NAVD 88
 JQ0023.geopotential number by the normal gravity value computed on the
 JQ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0023.degrees latitude (g = 980.6199 gals.).
 JQ0023
 JQ0023.The modeled gravity was interpolated from observed gravity values.
 JQ0023
 JQ0023;                    North         East    Units  Estimated Accuracy
 JQ0023;SPC NV C     - 6,381,830.      527,520.      MT  (+/- 180 meters Scaled)
 JQ0023
 JQ0023                          SUPERSEDED SURVEY CONTROL
 JQ0023
 JQ0023  NGVD 29 (??/??/92) 1627.704  (m)         5340.23   (f) ADJ UNCH    2 0
 JQ0023
 JQ0023.Superseded values are not recommended for survey control.
 JQ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0023.See file dsdata.txt to determine how the superseded data were derived.
 JQ0023
 JQ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC567271(NAD 83)
 JQ0023_MARKER: DB = BENCH MARK DISK
 JQ0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0023_STAMPING: G 184 1958
 JQ0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0023+STABILITY: SURFACE MOTION
 JQ0023
 JQ0023  HISTORY     - Date     Condition        Report By
 JQ0023  HISTORY     - 1958     MONUMENTED       CGS
 JQ0023
 JQ0023                          STATION DESCRIPTION
 JQ0023
 JQ0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JQ0023'0.9 MI E FROM WARM SPRINGS.
 JQ0023'0.9 MILE EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S. HIGHWAY
 JQ0023'6 AT WARM SPRINGS, 0.15 MILE EAST OF THE JUNCTION OF A DIRT ROAD
 JQ0023'SOUTH, AT THE NORTHWEST CORNER OF A STOCK PEN, 230 FEET SOUTH AND
 JQ0023'ACROSS THE DIRT ROAD FROM THE CENTERLINE OF THE HIGHWAY, 118 FEET
 JQ0023'SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 98 FEET NORTH OF THE NORTH
 JQ0023'END OF A GATE, 1 1/2 FEET EAST OF A FENCE CORNER POST, 1.4 FEET WEST
 JQ0023'OF A WITNESS POST, 0.5 FOOT NORTH OF A FENCE, ABOUT LEVEL WITH THE
 JQ0023'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 JQ0023'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0218 ***********************************************************************
 JP0218  DESIGNATION -  G 185
 JP0218  PID         -  JP0218
 JP0218  STATE/COUNTY-  NV/NYE
 JP0218  USGS QUAD   -  GOAT RANCH WELL (1985)
 JP0218
 JP0218                         *CURRENT SURVEY CONTROL
 JP0218  ___________________________________________________________________
 JP0218* NAD 83(1986)-  38 10 34.     (N)    115 57 15.     (W)     SCALED    
 JP0218* NAVD 88     -      1505.546  (meters)    4939.45   (feet)  ADJUSTED  
 JP0218  ___________________________________________________________________
 JP0218  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JP0218  DYNAMIC HT  -        1503.933 (meters)    4934.15  (feet)  COMP
 JP0218  MODELED GRAV-     979,505.1   (mgal)                       NAVD 88
 JP0218
 JP0218  VERT ORDER  -  SECOND    CLASS 0
 JP0218
 JP0218.The horizontal coordinates were scaled from a topographic map and have
 JP0218.an estimated accuracy of +/- 6 seconds.
 JP0218
 JP0218.The orthometric height was determined by differential leveling
 JP0218.and adjusted by the National Geodetic Survey in June 1991..
 JP0218
 JP0218.The geoid height was determined by GEOID03.
 JP0218
 JP0218.The dynamic height is computed by dividing the NAVD 88
 JP0218.geopotential number by the normal gravity value computed on the
 JP0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0218.degrees latitude (g = 980.6199 gals.).
 JP0218
 JP0218.The modeled gravity was interpolated from observed gravity values.
 JP0218
 JP0218;                    North         East    Units  Estimated Accuracy
 JP0218;SPC NV C     - 6,380,390.      562,430.      MT  (+/- 180 meters Scaled)
 JP0218
 JP0218                          SUPERSEDED SURVEY CONTROL
 JP0218
 JP0218  NGVD 29 (??/??/92) 1504.491  (m)         4935.98   (f) ADJ UNCH    2 0
 JP0218
 JP0218.Superseded values are not recommended for survey control.
 JP0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0218.See file dsdata.txt to determine how the superseded data were derived.
 JP0218
 JP0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC916258(NAD 83)
 JP0218_MARKER: DB = BENCH MARK DISK
 JP0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0218_STAMPING: G 185 1958
 JP0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0218+STABILITY: SURFACE MOTION
 JP0218
 JP0218  HISTORY     - Date     Condition        Report By
 JP0218  HISTORY     - 1958     MONUMENTED       CGS
 JP0218
 JP0218                          STATION DESCRIPTION
 JP0218
 JP0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0218'24.0 MI E FROM WARM SPRINGS.
 JP0218'15.5 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S.
 JP0218'HIGHWAY 6 AT WARM SPRINGS, THENCE 8.5 MILES NORTHEAST ALONG A DIRT
 JP0218'ROAD, 0.15 MILE NORTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING EAST
 JP0218'TO A SAND BORROW PIT AND A TRACK ROAD ON A SMALL KNOLL, 225 FEET
 JP0218'NORTHEAST OF THE NORTHEAST EDGE OF THE BORROW PIT, 126 FEET SOUTHEAST
 JP0218'OF THE CENTER LINE OF THE MAIN ROAD, 60 FEET NORTHWEST OF THE CENTER
 JP0218'LINE OF THE TRACK ROAD EAST, 1.8 FEET NORTHWEST OF A WITNESS POST,
 JP0218'ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 JP0218'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0146 ***********************************************************************
 JP0146  DESIGNATION -  G 186
 JP0146  PID         -  JP0146
 JP0146  STATE/COUNTY-  NV/NYE
 JP0146  USGS QUAD   -  BULLWHACKER SPRINGS (1990)
 JP0146
 JP0146                         *CURRENT SURVEY CONTROL
 JP0146  ___________________________________________________________________
 JP0146* NAD 83(1986)-  38 23 47.     (N)    115 36 05.     (W)     SCALED    
 JP0146* NAVD 88     -      1460.628  (meters)    4792.08   (feet)  ADJUSTED  
 JP0146  ___________________________________________________________________
 JP0146  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 JP0146  DYNAMIC HT  -        1459.111 (meters)    4787.10  (feet)  COMP
 JP0146  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 JP0146
 JP0146  VERT ORDER  -  SECOND    CLASS 0
 JP0146
 JP0146.The horizontal coordinates were scaled from a topographic map and have
 JP0146.an estimated accuracy of +/- 6 seconds.
 JP0146
 JP0146.The orthometric height was determined by differential leveling
 JP0146.and adjusted by the National Geodetic Survey in June 1991..
 JP0146
 JP0146.The geoid height was determined by GEOID03.
 JP0146
 JP0146.The dynamic height is computed by dividing the NAVD 88
 JP0146.geopotential number by the normal gravity value computed on the
 JP0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0146.degrees latitude (g = 980.6199 gals.).
 JP0146
 JP0146.The modeled gravity was interpolated from observed gravity values.
 JP0146
 JP0146;                    North         East    Units  Estimated Accuracy
 JP0146;SPC NV C     - 6,405,140.      593,050.      MT  (+/- 180 meters Scaled)
 JP0146
 JP0146                          SUPERSEDED SURVEY CONTROL
 JP0146
 JP0146  NGVD 29 (??/??/92) 1459.576  (m)         4788.63   (f) ADJ UNCH    2 0
 JP0146
 JP0146.Superseded values are not recommended for survey control.
 JP0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0146.See file dsdata.txt to determine how the superseded data were derived.
 JP0146
 JP0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC221507(NAD 83)
 JP0146_MARKER: DB = BENCH MARK DISK
 JP0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0146_STAMPING: G 186 1958
 JP0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0146+STABILITY: SURFACE MOTION
 JP0146
 JP0146  HISTORY     - Date     Condition        Report By
 JP0146  HISTORY     - 1958     MONUMENTED       CGS
 JP0146
 JP0146                          STATION DESCRIPTION
 JP0146
 JP0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0146'12.3 MI NE FROM NYALA.
 JP0146'12.3 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0146'NYALA, 0.2 MILE NORTH OF THE CENTER OF A RIGHT ANGLE CURVE, 0.3 MILE
 JP0146'SOUTH OF A CYCLONE FENCED IN AREA (U.S. NAVY GUIDED MISSLE TRACING
 JP0146'STATION), 60 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.1 FEET NORTH
 JP0146'OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 JP0146'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0514 ***********************************************************************
 HQ0514  DESIGNATION -  G 187
 HQ0514  PID         -  HQ0514
 HQ0514  STATE/COUNTY-  NV/NYE
 HQ0514  USGS QUAD   -  EDS WELL (1985)
 HQ0514
 HQ0514                         *CURRENT SURVEY CONTROL
 HQ0514  ___________________________________________________________________
 HQ0514* NAD 83(1986)-  38 00 24.     (N)    115 59 37.     (W)     SCALED    
 HQ0514* NAVD 88     -      1487.199  (meters)    4879.25   (feet)  ADJUSTED  
 HQ0514  ___________________________________________________________________
 HQ0514  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 HQ0514  DYNAMIC HT  -        1485.567 (meters)    4873.90  (feet)  COMP
 HQ0514  MODELED GRAV-     979,480.7   (mgal)                       NAVD 88
 HQ0514
 HQ0514  VERT ORDER  -  SECOND    CLASS 0
 HQ0514
 HQ0514.The horizontal coordinates were scaled from a topographic map and have
 HQ0514.an estimated accuracy of +/- 6 seconds.
 HQ0514
 HQ0514.The orthometric height was determined by differential leveling
 HQ0514.and adjusted by the National Geodetic Survey in June 1991..
 HQ0514
 HQ0514.The geoid height was determined by GEOID03.
 HQ0514
 HQ0514.The dynamic height is computed by dividing the NAVD 88
 HQ0514.geopotential number by the normal gravity value computed on the
 HQ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0514.degrees latitude (g = 980.6199 gals.).
 HQ0514
 HQ0514.The modeled gravity was interpolated from observed gravity values.
 HQ0514
 HQ0514;                    North         East    Units  Estimated Accuracy
 HQ0514;SPC NV C     - 6,361,560.      559,110.      MT  (+/- 180 meters Scaled)
 HQ0514
 HQ0514                          SUPERSEDED SURVEY CONTROL
 HQ0514
 HQ0514  NGVD 29 (??/??/92) 1486.155  (m)         4875.83   (f) ADJ UNCH    2 0
 HQ0514
 HQ0514.Superseded values are not recommended for survey control.
 HQ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0514.See file dsdata.txt to determine how the superseded data were derived.
 HQ0514
 HQ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC883070(NAD 83)
 HQ0514_MARKER: DB = BENCH MARK DISK
 HQ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0514_STAMPING: G 187 1958
 HQ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0514+STABILITY: SURFACE MOTION
 HQ0514
 HQ0514  HISTORY     - Date     Condition        Report By
 HQ0514  HISTORY     - 1958     MONUMENTED       CGS
 HQ0514
 HQ0514                          STATION DESCRIPTION
 HQ0514
 HQ0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0514'8.4 MI NE FROM REED MAINTENANCE STA.
 HQ0514'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED
 HQ0514'MAINTENANCE STATION, THENCE 2.1 MILES NORTHEAST ALONG A DIRT
 HQ0514'ROAD, THENCE 5.95 MILES NORTH ALONG A DIRT ROAD, 0.3 MILE SOUTH
 HQ0514'OF THE Y JUNCTION OF A DIRT ROAD SOUTHWEST, 53 FEET WEST OF THE
 HQ0514'CENTER LINE OF THE ROAD, 2.3 FEET NORTH OF A WITNESS POST, ABOUT
 HQ0514'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HQ0514'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0082 ***********************************************************************
 JP0082  DESIGNATION -  G 188
 JP0082  PID         -  JP0082
 JP0082  STATE/COUNTY-  NV/NYE
 JP0082  USGS QUAD   -  CURRANT (1990)
 JP0082
 JP0082                         *CURRENT SURVEY CONTROL
 JP0082  ___________________________________________________________________
 JP0082* NAD 83(1986)-  38 41 17.     (N)    115 29 16.     (W)     SCALED    
 JP0082* NAVD 88     -      1540.094  (meters)    5052.79   (feet)  ADJUSTED  
 JP0082  ___________________________________________________________________
 JP0082  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 JP0082  DYNAMIC HT  -        1538.501 (meters)    5047.57  (feet)  COMP
 JP0082  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 JP0082
 JP0082  VERT ORDER  -  SECOND    CLASS 0
 JP0082
 JP0082.The horizontal coordinates were scaled from a topographic map and have
 JP0082.an estimated accuracy of +/- 6 seconds.
 JP0082
 JP0082.The orthometric height was determined by differential leveling
 JP0082.and adjusted by the National Geodetic Survey in June 1991..
 JP0082
 JP0082.The geoid height was determined by GEOID03.
 JP0082
 JP0082.The dynamic height is computed by dividing the NAVD 88
 JP0082.geopotential number by the normal gravity value computed on the
 JP0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0082.degrees latitude (g = 980.6199 gals.).
 JP0082
 JP0082.The modeled gravity was interpolated from observed gravity values.
 JP0082
 JP0082;                    North         East    Units  Estimated Accuracy
 JP0082;SPC NV C     - 6,437,630.      602,560.      MT  (+/- 180 meters Scaled)
 JP0082
 JP0082                          SUPERSEDED SURVEY CONTROL
 JP0082
 JP0082  NGVD 29 (??/??/92) 1538.975  (m)         5049.12   (f) ADJ UNCH    2 0
 JP0082
 JP0082.Superseded values are not recommended for survey control.
 JP0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0082.See file dsdata.txt to determine how the superseded data were derived.
 JP0082
 JP0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC315832(NAD 83)
 JP0082_MARKER: DB = BENCH MARK DISK
 JP0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0082_STAMPING: G 188 1958
 JP0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0082+STABILITY: SURFACE MOTION
 JP0082
 JP0082  HISTORY     - Date     Condition        Report By
 JP0082  HISTORY     - 1958     MONUMENTED       CGS
 JP0082
 JP0082                          STATION DESCRIPTION
 JP0082
 JP0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0082'3.9 MI S FROM CURRANT.
 JP0082'0.1 MILE SOUTHWEST ALONG U. S. HIGHWAY 6 FROM THE JUNCTION OF STATE
 JP0082'HIGHWAY 20 AT CURRANT, THENCE 3.8 MILES SOUTH ALONG A GRAVELED ROAD,
 JP0082'0.3 MILE SOUTH OF A U. S. MISSLE TRACING STATION, 71 1/2 FEET WEST OF
 JP0082'THE CENTER LINE OF THE ROAD, 39 1/2 FEET NORTH OF THE APPROXIMATE
 JP0082'CENTER OF A SMALL WASH, 1.6 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 JP0082'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 JP0082'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0120 ***********************************************************************
 JP0120  DESIGNATION -  G 189
 JP0120  PID         -  JP0120
 JP0120  STATE/COUNTY-  NV/NYE
 JP0120  USGS QUAD   -  WATER GAP WEST (1985)
 JP0120
 JP0120                         *CURRENT SURVEY CONTROL
 JP0120  ___________________________________________________________________
 JP0120* NAD 83(1986)-  38 04 07.     (N)    115 26 01.     (W)     SCALED    
 JP0120* NAVD 88     -      1581.824  (meters)    5189.70   (feet)  ADJUSTED  
 JP0120  ___________________________________________________________________
 JP0120  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 JP0120  DYNAMIC HT  -        1580.096 (meters)    5184.03  (feet)  COMP
 JP0120  MODELED GRAV-     979,481.7   (mgal)                       NAVD 88
 JP0120
 JP0120  VERT ORDER  -  SECOND    CLASS 0
 JP0120
 JP0120.The horizontal coordinates were scaled from a topographic map and have
 JP0120.an estimated accuracy of +/- 6 seconds.
 JP0120
 JP0120.The orthometric height was determined by differential leveling
 JP0120.and adjusted by the National Geodetic Survey in June 1991..
 JP0120
 JP0120.The geoid height was determined by GEOID03.
 JP0120
 JP0120.The dynamic height is computed by dividing the NAVD 88
 JP0120.geopotential number by the normal gravity value computed on the
 JP0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0120.degrees latitude (g = 980.6199 gals.).
 JP0120
 JP0120.The modeled gravity was interpolated from observed gravity values.
 JP0120
 JP0120;                    North         East    Units  Estimated Accuracy
 JP0120;SPC NV C     - 6,368,940.      608,190.      MT  (+/- 180 meters Scaled)
 JP0120
 JP0120                          SUPERSEDED SURVEY CONTROL
 JP0120
 JP0120  NGVD 29 (??/??/92) 1580.756  (m)         5186.20   (f) ADJ UNCH    2 0
 JP0120
 JP0120.Superseded values are not recommended for survey control.
 JP0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0120.See file dsdata.txt to determine how the superseded data were derived.
 JP0120
 JP0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC374145(NAD 83)
 JP0120_MARKER: DB = BENCH MARK DISK
 JP0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0120_STAMPING: G 189 1958
 JP0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0120+STABILITY: SURFACE MOTION
 JP0120
 JP0120  HISTORY     - Date     Condition        Report By
 JP0120  HISTORY     - 1958     MONUMENTED       CGS
 JP0120
 JP0120                          STATION DESCRIPTION
 JP0120
 JP0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0120'9.2 MI SE FROM SHARP.
 JP0120'0.1 MILE NORTHEAST ALONG A DIRT ROAD FROM THE UHLAJDE RANCHHOUSE AT
 JP0120'SHARP, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 8.9 MILES
 JP0120'SOUTHEAST ALONG A DIRT ROAD LEADING TO PIOCHE, 0.05 MILE EAST OF A
 JP0120'POINT WHERE A TRACK ROAD PARALLELS THE DIRT ROAD, 53 1/2 FEET NORTH OF
 JP0120'THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT
 JP0120'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JP0120'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0233 ***********************************************************************
 MU0233  DESIGNATION -  G 19
 MU0233  PID         -  MU0233
 MU0233  STATE/COUNTY-  NV/HUMBOLDT
 MU0233  USGS QUAD   -  GALLAGHER FLAT (1982)
 MU0233
 MU0233                         *CURRENT SURVEY CONTROL
 MU0233  ___________________________________________________________________
 MU0233* NAD 83(1986)-  41 23 52.     (N)    117 56 14.     (W)     SCALED    
 MU0233* NAVD 88     -      1259.197  (meters)    4131.22   (feet)  ADJUSTED  
 MU0233  ___________________________________________________________________
 MU0233  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 MU0233  DYNAMIC HT  -        1258.316 (meters)    4128.33  (feet)  COMP
 MU0233  MODELED GRAV-     979,880.6   (mgal)                       NAVD 88
 MU0233
 MU0233  VERT ORDER  -  FIRST     CLASS II
 MU0233
 MU0233.The horizontal coordinates were scaled from a topographic map and have
 MU0233.an estimated accuracy of +/- 6 seconds.
 MU0233
 MU0233.The orthometric height was determined by differential leveling
 MU0233.and adjusted by the National Geodetic Survey in June 1991..
 MU0233
 MU0233.The geoid height was determined by GEOID03.
 MU0233
 MU0233.The dynamic height is computed by dividing the NAVD 88
 MU0233.geopotential number by the normal gravity value computed on the
 MU0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0233.degrees latitude (g = 980.6199 gals.).
 MU0233
 MU0233.The modeled gravity was interpolated from observed gravity values.
 MU0233
 MU0233;                    North         East    Units  Estimated Accuracy
 MU0233;SPC NV W     - 4,738,020.      854,030.      MT  (+/- 180 meters Scaled)
 MU0233
 MU0233                          SUPERSEDED SURVEY CONTROL
 MU0233
 MU0233  NGVD 29 (??/??/92) 1258.127  (m)         4127.70   (f) ADJ UNCH    1 2
 MU0233
 MU0233.Superseded values are not recommended for survey control.
 MU0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0233.See file dsdata.txt to determine how the superseded data were derived.
 MU0233
 MU0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF216833(NAD 83)
 MU0233_MARKER: DB = BENCH MARK DISK
 MU0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0233_STAMPING: 4127.584 G 19 1931
 MU0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0233+STABILITY: SURFACE MOTION
 MU0233
 MU0233  HISTORY     - Date     Condition        Report By
 MU0233  HISTORY     - 1931     MONUMENTED       CGS
 MU0233  HISTORY     - 1957     GOOD             USGS
 MU0233
 MU0233                          STATION DESCRIPTION
 MU0233
 MU0233'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MU0233'39.8 MI N FROM WINNEMUCCA.
 MU0233'39.8 MILES NORTH ALONG THE HIGHWAY FROM WINNEMUCCA, HUMBOLDT COUNTY,
 MU0233'ON THE OLD DENIO HIGHWAY, 8.3 MILES WEST OF THE JUNCTION OF THE
 MU0233'HIGHWAY AND HIGHWAY 95, 6.1 MILES EAST OF THE SOD HOUSE RANCH, ABOUT
 MU0233'545 FEET WEST OF A FAINT DIRT ROAD LEADING NORTH, AND 27 FEET NORTH OF
 MU0233'THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED 4127.584
 MU0233'G 19 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0131 ***********************************************************************
 KP0131  DESIGNATION -  G 190
 KP0131  PID         -  KP0131
 KP0131  STATE/COUNTY-  NV/WHITE PINE
 KP0131  USGS QUAD   -  CHERRY SPRING (1982)
 KP0131
 KP0131                         *CURRENT SURVEY CONTROL
 KP0131  ___________________________________________________________________
 KP0131* NAD 83(1986)-  39 59 31.     (N)    114 40 45.     (W)     SCALED    
 KP0131* NAVD 88     -      1828.895  (meters)    6000.30   (feet)  ADJUSTED  
 KP0131  ___________________________________________________________________
 KP0131  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 KP0131  DYNAMIC HT  -        1827.109 (meters)    5994.44  (feet)  COMP
 KP0131  MODELED GRAV-     979,585.0   (mgal)                       NAVD 88
 KP0131
 KP0131  VERT ORDER  -  SECOND    CLASS 0
 KP0131
 KP0131.The horizontal coordinates were scaled from a topographic map and have
 KP0131.an estimated accuracy of +/- 6 seconds.
 KP0131
 KP0131.The orthometric height was determined by differential leveling
 KP0131.and adjusted by the National Geodetic Survey in June 1991..
 KP0131
 KP0131.The geoid height was determined by GEOID03.
 KP0131
 KP0131.The dynamic height is computed by dividing the NAVD 88
 KP0131.geopotential number by the normal gravity value computed on the
 KP0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0131.degrees latitude (g = 980.6199 gals.).
 KP0131
 KP0131.The modeled gravity was interpolated from observed gravity values.
 KP0131
 KP0131;                    North         East    Units  Estimated Accuracy
 KP0131;SPC NV E     - 8,582,110.      277,210.      MT  (+/- 180 meters Scaled)
 KP0131
 KP0131                          SUPERSEDED SURVEY CONTROL
 KP0131
 KP0131  NGVD 29 (??/??/92) 1827.69   (m)         5996.3    (f) COMPUTED    2 0
 KP0131
 KP0131.Superseded values are not recommended for survey control.
 KP0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0131.See file dsdata.txt to determine how the superseded data were derived.
 KP0131
 KP0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE981294(NAD 83)
 KP0131_MARKER: DB = BENCH MARK DISK
 KP0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KP0131_SP_SET: CULVERT
 KP0131_STAMPING: G 190 1958
 KP0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KP0131
 KP0131  HISTORY     - Date     Condition        Report By
 KP0131  HISTORY     - 1958     MONUMENTED       CGS
 KP0131
 KP0131                          STATION DESCRIPTION
 KP0131
 KP0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KP0131'6.2 MI SW FROM LAGES STATION.
 KP0131'6.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 93 AND 50 ALTERNATE FROM THE
 KP0131'JUNCTION OF U. S. HIGHWAY 93 AT LAGES STATION, 106 FEET NORTH OF THE
 KP0131'INTERSECTION OF AN EAST-WEST DIRT ROAD, AT 24-INCH PIPE CULVERT
 KP0131'1221+00, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL,
 KP0131'26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER
 KP0131'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0179 ***********************************************************************
 LQ0179  DESIGNATION -  G 191
 LQ0179  PID         -  LQ0179
 LQ0179  STATE/COUNTY-  NV/ELKO
 LQ0179  USGS QUAD   -  WHITE HORSE MOUNTAIN (1982)
 LQ0179
 LQ0179                         *CURRENT SURVEY CONTROL
 LQ0179  ___________________________________________________________________
 LQ0179* NAD 83(1986)-  40 20 12.     (N)    114 17 13.     (W)     SCALED    
 LQ0179* NAVD 88     -      1747.283  (meters)    5732.54   (feet)  ADJUSTED  
 LQ0179  ___________________________________________________________________
 LQ0179  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 LQ0179  DYNAMIC HT  -        1745.731 (meters)    5727.45  (feet)  COMP
 LQ0179  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 LQ0179
 LQ0179  VERT ORDER  -  SECOND    CLASS 0
 LQ0179
 LQ0179.The horizontal coordinates were scaled from a topographic map and have
 LQ0179.an estimated accuracy of +/- 6 seconds.
 LQ0179
 LQ0179.The orthometric height was determined by differential leveling
 LQ0179.and adjusted by the National Geodetic Survey in June 1991..
 LQ0179
 LQ0179.The geoid height was determined by GEOID03.
 LQ0179
 LQ0179.The dynamic height is computed by dividing the NAVD 88
 LQ0179.geopotential number by the normal gravity value computed on the
 LQ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0179.degrees latitude (g = 980.6199 gals.).
 LQ0179
 LQ0179.The modeled gravity was interpolated from observed gravity values.
 LQ0179
 LQ0179;                    North         East    Units  Estimated Accuracy
 LQ0179;SPC NV E     - 8,620,800.      310,150.      MT  (+/- 180 meters Scaled)
 LQ0179
 LQ0179                          SUPERSEDED SURVEY CONTROL
 LQ0179
 LQ0179  NGVD 29 (??/??/92) 1746.182  (m)         5728.93   (f) ADJ UNCH    2 0
 LQ0179
 LQ0179.Superseded values are not recommended for survey control.
 LQ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0179.See file dsdata.txt to determine how the superseded data were derived.
 LQ0179
 LQ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE304686(NAD 83)
 LQ0179_MARKER: DB = BENCH MARK DISK
 LQ0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LQ0179_SP_SET: CULVERT
 LQ0179_STAMPING: G 191 1958
 LQ0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0179
 LQ0179  HISTORY     - Date     Condition        Report By
 LQ0179  HISTORY     - 1958     MONUMENTED       CGS
 LQ0179
 LQ0179                          STATION DESCRIPTION
 LQ0179
 LQ0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0179'14.1 MI NE FROM BOONE SPRINGS.
 LQ0179'14.1 MILES NORTHEAST ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE UTOCO
 LQ0179'SERVICE STATION AT BOONE SPRINGS, 0.3 MILE EAST OF THE CROSSING OF A
 LQ0179'FORMER ALIGNMENT OF THE HIGHWAY, AT A 24-INCH PIPE CULVERT, IN THE TOP
 LQ0179'OF THE WEST END OF THE NORTH CONCRETE HEAD WALL, 28 FEET NORTH OF THE
 LQ0179'CENTER LINE OF THE HIGHWAY, AND 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0328 ***********************************************************************
 MT0328  DESIGNATION -  G 192
 MT0328  PID         -  MT0328
 MT0328  STATE/COUNTY-  NV/ELKO
 MT0328  USGS QUAD   -  WINE CUP RANCH NE (1980)
 MT0328
 MT0328                         *CURRENT SURVEY CONTROL
 MT0328  ___________________________________________________________________
 MT0328* NAD 83(1986)-  41 26 56.     (N)    114 37 10.     (W)     SCALED    
 MT0328* NAVD 88     -      1664.561  (meters)    5461.15   (feet)  ADJUSTED  
 MT0328  ___________________________________________________________________
 MT0328  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 MT0328  DYNAMIC HT  -        1663.242 (meters)    5456.82  (feet)  COMP
 MT0328  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 MT0328
 MT0328  VERT ORDER  -  SECOND    CLASS 0
 MT0328
 MT0328.The horizontal coordinates were scaled from a topographic map and have
 MT0328.an estimated accuracy of +/- 6 seconds.
 MT0328
 MT0328.The orthometric height was determined by differential leveling
 MT0328.and adjusted by the National Geodetic Survey in June 1991..
 MT0328
 MT0328.The geoid height was determined by GEOID03.
 MT0328
 MT0328.The dynamic height is computed by dividing the NAVD 88
 MT0328.geopotential number by the normal gravity value computed on the
 MT0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0328.degrees latitude (g = 980.6199 gals.).
 MT0328
 MT0328.The modeled gravity was interpolated from observed gravity values.
 MT0328
 MT0328;                    North         East    Units  Estimated Accuracy
 MT0328;SPC NV E     - 8,743,940.      280,540.      MT  (+/- 180 meters Scaled)
 MT0328
 MT0328                          SUPERSEDED SURVEY CONTROL
 MT0328
 MT0328  NGVD 29 (??/??/92) 1663.397  (m)         5457.33   (f) ADJ UNCH    2 0
 MT0328
 MT0328.Superseded values are not recommended for survey control.
 MT0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0328.See file dsdata.txt to determine how the superseded data were derived.
 MT0328
 MT0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF988913(NAD 83)
 MT0328_MARKER: DB = BENCH MARK DISK
 MT0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0328_STAMPING: G 192 1958
 MT0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0328+STABILITY: SURFACE MOTION
 MT0328
 MT0328  HISTORY     - Date     Condition        Report By
 MT0328  HISTORY     - 1958     MONUMENTED       CGS
 MT0328
 MT0328                          STATION DESCRIPTION
 MT0328
 MT0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0328'8.9 MI E FROM WILKINS.
 MT0328'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0328'POST AT WILKINS, THENCE 8.2 MILES SOUTHEAST AND EAST ALONG A GRAVEL
 MT0328'ROAD, 0.2 MILE NORTHEAST OF THE T JUNCTION OF A DIRT ROAD NORTHWEST,
 MT0328'BETWEEN THE ROAD AND A GRAVEL PIT, 63 1/2 FEET NORTHEAST OF THE CENTER
 MT0328'OF A NORTHWEST-SOUTHEAST BLADED DITCH, 43 FEET NORTHWEST OF THE CENTER
 MT0328'LINE OF THE ROAD, 17 FEET SOUTHEAST OF THE SOUTH EDGE OF THE PIT, 5.0
 MT0328'FEET SOUTHEAST OF A TELEPHONE POLE, 2.0 FEET NORTHEAST OF A WITNESS
 MT0328'POST, LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MT0328'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0242 ***********************************************************************
 MT0242  DESIGNATION -  G 196
 MT0242  PID         -  MT0242
 MT0242  STATE/COUNTY-  NV/ELKO
 MT0242  USGS QUAD   -  WILKINS (1968)
 MT0242
 MT0242                         *CURRENT SURVEY CONTROL
 MT0242  ___________________________________________________________________
 MT0242* NAD 83(1986)-  41 23 07.     (N)    114 51 28.     (W)     SCALED    
 MT0242* NAVD 88     -      1842.817  (meters)    6045.98   (feet)  ADJUSTED  
 MT0242  ___________________________________________________________________
 MT0242  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 MT0242  DYNAMIC HT  -        1841.330 (meters)    6041.10  (feet)  COMP
 MT0242  MODELED GRAV-     979,750.2   (mgal)                       NAVD 88
 MT0242
 MT0242  VERT ORDER  -  SECOND    CLASS 0
 MT0242
 MT0242.The horizontal coordinates were scaled from a topographic map and have
 MT0242.an estimated accuracy of +/- 6 seconds.
 MT0242
 MT0242.The orthometric height was determined by differential leveling
 MT0242.and adjusted by the National Geodetic Survey in June 1991..
 MT0242
 MT0242.The geoid height was determined by GEOID03.
 MT0242
 MT0242.The dynamic height is computed by dividing the NAVD 88
 MT0242.geopotential number by the normal gravity value computed on the
 MT0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0242.degrees latitude (g = 980.6199 gals.).
 MT0242
 MT0242.The modeled gravity was interpolated from observed gravity values.
 MT0242
 MT0242;                    North         East    Units  Estimated Accuracy
 MT0242;SPC NV E     - 8,736,680.      260,680.      MT  (+/- 180 meters Scaled)
 MT0242
 MT0242                          SUPERSEDED SURVEY CONTROL
 MT0242
 MT0242  NGVD 29 (??/??/92) 1841.612  (m)         6042.02   (f) ADJ UNCH    2 0
 MT0242
 MT0242.Superseded values are not recommended for survey control.
 MT0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0242.See file dsdata.txt to determine how the superseded data were derived.
 MT0242
 MT0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF791837(NAD 83)
 MT0242_MARKER: DB = BENCH MARK DISK
 MT0242_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0242_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MT0242_STAMPING: G 196 1958
 MT0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0242
 MT0242  HISTORY     - Date     Condition        Report By
 MT0242  HISTORY     - 1958     MONUMENTED       CGS
 MT0242
 MT0242                          STATION DESCRIPTION
 MT0242
 MT0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0242'10.8 MI N FROM MELANDCO.
 MT0242'ABOUT 10.8 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 MT0242'WATER TANK AT MELANDCO, 41 FEET WEST OF THE WEST RAIL, 49 FEET EAST OF
 MT0242'THE FENCE, 5 FEET NORTHWEST OF MILEPOST 98 AND IN THE TOP OF A 3-INCH
 MT0242'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0157 ***********************************************************************
 MU0157  DESIGNATION -  G 197
 MU0157  PID         -  MU0157
 MU0157  STATE/COUNTY-  NV/HUMBOLDT
 MU0157  USGS QUAD   -  BLACK RIDGE (1980)
 MU0157
 MU0157                         *CURRENT SURVEY CONTROL
 MU0157  ___________________________________________________________________
 MU0157* NAD 83(1986)-  41 44 19.     (N)    117 30 00.     (W)     SCALED    
 MU0157* NAVD 88     -      1902.414  (meters)    6241.50   (feet)  ADJUSTED  
 MU0157  ___________________________________________________________________
 MU0157  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 MU0157  DYNAMIC HT  -        1900.926 (meters)    6236.62  (feet)  COMP
 MU0157  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 MU0157
 MU0157  VERT ORDER  -  SECOND    CLASS 0
 MU0157
 MU0157.The horizontal coordinates were scaled from a topographic map and have
 MU0157.an estimated accuracy of +/- 6 seconds.
 MU0157
 MU0157.The orthometric height was determined by differential leveling
 MU0157.and adjusted by the National Geodetic Survey in June 1991..
 MU0157
 MU0157.The geoid height was determined by GEOID03.
 MU0157
 MU0157.The dynamic height is computed by dividing the NAVD 88
 MU0157.geopotential number by the normal gravity value computed on the
 MU0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0157.degrees latitude (g = 980.6199 gals.).
 MU0157
 MU0157.The modeled gravity was interpolated from observed gravity values.
 MU0157
 MU0157;                    North         East    Units  Estimated Accuracy
 MU0157;SPC NV W     - 4,776,240.      890,110.      MT  (+/- 180 meters Scaled)
 MU0157
 MU0157                          SUPERSEDED SURVEY CONTROL
 MU0157
 MU0157  NGVD 29 (??/??/92) 1901.175  (m)         6237.44   (f) ADJ UNCH    2 0
 MU0157
 MU0157.Superseded values are not recommended for survey control.
 MU0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0157.See file dsdata.txt to determine how the superseded data were derived.
 MU0157
 MU0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG584208(NAD 83)
 MU0157_MARKER: DB = BENCH MARK DISK
 MU0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0157_STAMPING: G 197 1963
 MU0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0157+STABILITY: SURFACE MOTION
 MU0157
 MU0157  HISTORY     - Date     Condition        Report By
 MU0157  HISTORY     - 1963     MONUMENTED       CGS
 MU0157  HISTORY     - 1968     GOOD             NGS
 MU0157
 MU0157                          STATION DESCRIPTION
 MU0157
 MU0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0157'31.15 MI SE FROM MCDERMITT.
 MU0157'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0157'LINE AT MCDERMITT, THENCE 17.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0157'AT THE JUNCTION OF A DIRT ROAD NORTHEAST, 25 FEET EAST OF THE CENTER
 MU0157'LINE OF BUCKSKIN ROAD, 32 FEET NORTHWEST OF THE CENTER LINE OF THE
 MU0157'ROAD NORTHEAST, 2 FEET SOUTH OF SIARD CREEK, N. FORK LITTLE HUMBOLDT
 MU0157'RIVER SIGN, 3.0 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 MU0157'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MU0157'ABOVE THE GROUND.
 MU0157
 MU0157                          STATION RECOVERY (1968)
 MU0157
 MU0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MU0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0178 ***********************************************************************
 MU0178  DESIGNATION -  G 198
 MU0178  PID         -  MU0178
 MU0178  STATE/COUNTY-  NV/HUMBOLDT
 MU0178  USGS QUAD   -  MAIDEN BUTTE (1980)
 MU0178
 MU0178                         *CURRENT SURVEY CONTROL
 MU0178  ___________________________________________________________________
 MU0178* NAD 83(1986)-  41 47 30.     (N)    117 14 34.     (W)     SCALED    
 MU0178* NAVD 88     -      1885.423  (meters)    6185.76   (feet)  ADJUSTED  
 MU0178  ___________________________________________________________________
 MU0178  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 MU0178  DYNAMIC HT  -        1883.970 (meters)    6180.99  (feet)  COMP
 MU0178  MODELED GRAV-     979,783.8   (mgal)                       NAVD 88
 MU0178
 MU0178  VERT ORDER  -  SECOND    CLASS 0
 MU0178
 MU0178.The horizontal coordinates were scaled from a topographic map and have
 MU0178.an estimated accuracy of +/- 6 seconds.
 MU0178
 MU0178.The orthometric height was determined by differential leveling
 MU0178.and adjusted by the National Geodetic Survey in June 1991..
 MU0178
 MU0178.The geoid height was determined by GEOID03.
 MU0178
 MU0178.The dynamic height is computed by dividing the NAVD 88
 MU0178.geopotential number by the normal gravity value computed on the
 MU0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0178.degrees latitude (g = 980.6199 gals.).
 MU0178
 MU0178.The modeled gravity was interpolated from observed gravity values.
 MU0178
 MU0178;                    North         East    Units  Estimated Accuracy
 MU0178;SPC NV W     - 4,782,430.      911,420.      MT  (+/- 180 meters Scaled)
 MU0178
 MU0178                          SUPERSEDED SURVEY CONTROL
 MU0178
 MU0178  NGVD 29 (??/??/92) 1884.204  (m)         6181.76   (f) ADJ UNCH    2 0
 MU0178
 MU0178.Superseded values are not recommended for survey control.
 MU0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0178.See file dsdata.txt to determine how the superseded data were derived.
 MU0178
 MU0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG798266(NAD 83)
 MU0178_MARKER: DB = BENCH MARK DISK
 MU0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0178_STAMPING: G 198 1963
 MU0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0178+STABILITY: SURFACE MOTION
 MU0178
 MU0178  HISTORY     - Date     Condition        Report By
 MU0178  HISTORY     - 1963     MONUMENTED       CGS
 MU0178
 MU0178                          STATION DESCRIPTION
 MU0178
 MU0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0178'50.8 MI E FROM MCDERMITT.
 MU0178'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0178'LINE AT MCDERMITT, THENCE 17.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0178'THENCE 19.65 MILES NORTHEAST ALONG A DIRT ROAD, 19 FEET NORTH OF THE
 MU0178'CENTER LINE OF THE ROAD, 9 FEET NORTHWEST OF THE NORTH END OF A GATE,
 MU0178'4.0 FEET WEST OF A FENCE, 2.5 FEET SOUTH OF A WITNESS POST, ABOUT
 MU0178'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MU0178'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0366 ***********************************************************************
 LQ0366  DESIGNATION -  G 199
 LQ0366  PID         -  LQ0366
 LQ0366  STATE/COUNTY-  NV/ELKO
 LQ0366  USGS QUAD   -  CEDAR RIDGE (1985)
 LQ0366
 LQ0366                         *CURRENT SURVEY CONTROL
 LQ0366  ___________________________________________________________________
 LQ0366* NAD 83(1986)-  40 24 35.     (N)    115 46 29.     (W)     SCALED    
 LQ0366* NAVD 88     -      1712.119  (meters)    5617.18   (feet)  ADJUSTED  
 LQ0366  ___________________________________________________________________
 LQ0366  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 LQ0366  DYNAMIC HT  -        1710.573 (meters)    5612.10  (feet)  COMP
 LQ0366  MODELED GRAV-     979,662.0   (mgal)                       NAVD 88
 LQ0366
 LQ0366  VERT ORDER  -  SECOND    CLASS 0
 LQ0366
 LQ0366.The horizontal coordinates were scaled from a topographic map and have
 LQ0366.an estimated accuracy of +/- 6 seconds.
 LQ0366
 LQ0366.The orthometric height was determined by differential leveling
 LQ0366.and adjusted by the National Geodetic Survey in June 1991..
 LQ0366
 LQ0366.The geoid height was determined by GEOID03.
 LQ0366
 LQ0366.The dynamic height is computed by dividing the NAVD 88
 LQ0366.geopotential number by the normal gravity value computed on the
 LQ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0366.degrees latitude (g = 980.6199 gals.).
 LQ0366
 LQ0366.The modeled gravity was interpolated from observed gravity values.
 LQ0366
 LQ0366;                    North         East    Units  Estimated Accuracy
 LQ0366;SPC NV E     - 8,628,120.      183,760.      MT  (+/- 180 meters Scaled)
 LQ0366
 LQ0366                          SUPERSEDED SURVEY CONTROL
 LQ0366
 LQ0366  NGVD 29 (??/??/92) 1710.985  (m)         5613.46   (f) ADJ UNCH    2 0
 LQ0366
 LQ0366.Superseded values are not recommended for survey control.
 LQ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0366.See file dsdata.txt to determine how the superseded data were derived.
 LQ0366
 LQ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE039739(NAD 83)
 LQ0366_MARKER: DB = BENCH MARK DISK
 LQ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0366_STAMPING: G 199 1963
 LQ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0366+STABILITY: SURFACE MOTION
 LQ0366
 LQ0366  HISTORY     - Date     Condition        Report By
 LQ0366  HISTORY     - 1963     MONUMENTED       CGS
 LQ0366
 LQ0366                          STATION DESCRIPTION
 LQ0366
 LQ0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0366'6.45 MI W FROM JIGGS.
 LQ0366'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0366'JIGGS, THENCE 6.15 MILES WEST ALONG THE LITTLE PORTER CREEK ROAD, 31
 LQ0366'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.7 FEET WEST OF A WITNESS
 LQ0366'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 LQ0366'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0047 ***********************************************************************
 HP0047  DESIGNATION -  G 2
 HP0047  PID         -  HP0047
 HP0047  STATE/COUNTY-  NV/LINCOLN
 HP0047  USGS QUAD   -  ELGIN (1980)
 HP0047
 HP0047                         *CURRENT SURVEY CONTROL
 HP0047  ___________________________________________________________________
 HP0047* NAD 83(1986)-  37 22 00.     (N)    114 32 48.     (W)     SCALED    
 HP0047* NAVD 88     -      1052.617  (meters)    3453.46   (feet)  POSTED    
 HP0047  ___________________________________________________________________
 HP0047  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 HP0047  DYNAMIC HT  -        1051.490 (meters)    3449.76  (feet)  COMP
 HP0047  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 HP0047
 HP0047  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0047
 HP0047.The horizontal coordinates were scaled from a topographic map and have
 HP0047.an estimated accuracy of +/- 6 seconds.
 HP0047
 HP0047.The orthometric height was determined by differential leveling
 HP0047.and adjusted by the National Geodetic Survey in 1992..
 HP0047.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0047.rate of 1.1 thru 2.0 mm/km.
 HP0047
 HP0047.The geoid height was determined by GEOID03.
 HP0047
 HP0047.The dynamic height is computed by dividing the NAVD 88
 HP0047.geopotential number by the normal gravity value computed on the
 HP0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0047.degrees latitude (g = 980.6199 gals.).
 HP0047
 HP0047.The modeled gravity was interpolated from observed gravity values.
 HP0047
 HP0047;                    North         East    Units  Estimated Accuracy
 HP0047;SPC NV E     - 8,290,820.      291,820.      MT  (+/- 180 meters Scaled)
 HP0047
 HP0047                          SUPERSEDED SURVEY CONTROL
 HP0047
 HP0047  NGVD 29 (??/??/92) 1051.703  (m)         3450.46   (f) ADJ UNCH    1 2
 HP0047
 HP0047.Superseded values are not recommended for survey control.
 HP0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0047.See file dsdata.txt to determine how the superseded data were derived.
 HP0047
 HP0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB172383(NAD 83)
 HP0047_MARKER: Z = SEE DESCRIPTION
 HP0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0047+STABILITY: SURFACE MOTION
 HP0047
 HP0047  HISTORY     - Date     Condition        Report By
 HP0047  HISTORY     - UNK      MONUMENTED       CGS
 HP0047  HISTORY     - 1950     GOOD             NGS
 HP0047  HISTORY     - 1967     MARK NOT FOUND   USGS
 HP0047
 HP0047                          STATION DESCRIPTION
 HP0047
 HP0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HP0047'0.3 MI S FROM ELGIN.
 HP0047'0.3 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE TELEGRAPH
 HP0047'STATION AT ELGIN, LINCOLN COUNTY, DIRECTLY OPPOSITE MILE POLE 438, 72
 HP0047'FEET EAST OF THE CENTER LINE OF THE MAIN TRACK, 8 FEET EAST OF THE
 HP0047'RIGHT-OF-WAY FENCE, AND NEAR THE FOOT OF A CLIFF.  THE BOTTOM OF A
 HP0047'SQUARE HOLE IN THE TOP OF A STONE POST, NEAR THE LETTERS USBM.
 HP0047
 HP0047                          STATION RECOVERY (1967)
 HP0047
 HP0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HP0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0030 ***********************************************************************
 MV0030  DESIGNATION -  G 20
 MV0030  PID         -  MV0030
 MV0030  STATE/COUNTY-  NV/HUMBOLDT
 MV0030  USGS QUAD   -  DENIO SUMMIT (1990)
 MV0030
 MV0030                         *CURRENT SURVEY CONTROL
 MV0030  ___________________________________________________________________
 MV0030* NAD 83(1986)-  41 47 20.     (N)    118 33 58.     (W)     SCALED    
 MV0030* NAVD 88     -      1402.866  (meters)    4602.57   (feet)  ADJUSTED  
 MV0030  ___________________________________________________________________
 MV0030  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 MV0030  DYNAMIC HT  -        1401.880 (meters)    4599.33  (feet)  COMP
 MV0030  MODELED GRAV-     979,871.0   (mgal)                       NAVD 88
 MV0030
 MV0030  VERT ORDER  -  FIRST     CLASS II
 MV0030
 MV0030.The horizontal coordinates were scaled from a topographic map and have
 MV0030.an estimated accuracy of +/- 6 seconds.
 MV0030
 MV0030.The orthometric height was determined by differential leveling
 MV0030.and adjusted by the National Geodetic Survey in June 1991..
 MV0030
 MV0030.The geoid height was determined by GEOID03.
 MV0030
 MV0030.The dynamic height is computed by dividing the NAVD 88
 MV0030.geopotential number by the normal gravity value computed on the
 MV0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0030.degrees latitude (g = 980.6199 gals.).
 MV0030
 MV0030.The modeled gravity was interpolated from observed gravity values.
 MV0030
 MV0030;                    North         East    Units  Estimated Accuracy
 MV0030;SPC NV W     - 4,781,250.      801,430.      MT  (+/- 180 meters Scaled)
 MV0030
 MV0030                          SUPERSEDED SURVEY CONTROL
 MV0030
 MV0030  NGVD 29 (??/??/92) 1401.704  (m)         4598.76   (f) ADJ UNCH    1 2
 MV0030
 MV0030.Superseded values are not recommended for survey control.
 MV0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0030.See file dsdata.txt to determine how the superseded data were derived.
 MV0030
 MV0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG698275(NAD 83)
 MV0030_MARKER: DB = BENCH MARK DISK
 MV0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0030_STAMPING: 4598.757 G 20 1931
 MV0030_MARK LOGO: CGS   
 MV0030_PROJECTION: PROJECTING 10 CENTIMETERS
 MV0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0030+STABILITY: SURFACE MOTION
 MV0030
 MV0030  HISTORY     - Date     Condition        Report By
 MV0030  HISTORY     - 1931     MONUMENTED       CGS
 MV0030  HISTORY     - 1934     GOOD             NGS
 MV0030  HISTORY     - 1984     GOOD             NGS
 MV0030
 MV0030                          STATION DESCRIPTION
 MV0030
 MV0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MV0030'14.9 MI SE FROM DENIO, OR.
 MV0030'IN HUMBOLDT COUNTY, NEVADA, 14.9 MILES SOUTHEAST ALONG THE HIGHWAY
 MV0030'FROM DENIO, HARNEY COUNTY, OREGON, 16.0 MILES NORTH OF THE QUINN RIVER
 MV0030'CROSSING RANCH, AND 47 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. A
 MV0030'STANDARD DISK, STAMPED 4598.757 G 20 1931 AND SET IN THE TOP OF A
 MV0030'CONCRETE POST.  NOTE-- 480 FEET W OF HWY., 47 FEET E OF CENTERLINE OF
 MV0030'THE OLD HWY.
 MV0030
 MV0030                          STATION RECOVERY (1984)
 MV0030
 MV0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MV0030'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  23.93 KM
 MV0030'(14.87 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST OFFICE AT
 MV0030'DENIO, AT THE TOP OF THE SOUTHWEST BANK OF A SMALL NORTHWEST-SOUTHEAST
 MV0030'GULLY, 0.62 KM (0.38 MI) SOUTHEAST OF MILEPOST 54, 146.3 METERS
 MV0030'(480 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 92.0 METERS (312 FT)
 MV0030'SOUTHWEST OF THE RIGHT OF WAY FENCE AND 14.3 METERS (47 FT) NORTHEAST
 MV0030'OF THE CENTER OF THE OLD HIGHWAY BED.
 MV0030'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 MV0030'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1047 ***********************************************************************
 KR1047  DESIGNATION -  G 200
 KR1047  PID         -  KR1047
 KR1047  STATE/COUNTY-  NV/LYON
 KR1047  USGS QUAD   -  FLOWERY PEAK (1994)
 KR1047
 KR1047                         *CURRENT SURVEY CONTROL
 KR1047  ___________________________________________________________________
 KR1047* NAD 83(1986)-  39 18 29.     (N)    119 30 22.     (W)     SCALED    
 KR1047* NAVD 88     -      1322.69   (+/-2cm)    4339.5    (feet)  VERTCON   
 KR1047  ___________________________________________________________________
 KR1047  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 KR1047
 KR1047  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1047
 KR1047.The horizontal coordinates were scaled from a topographic map and have
 KR1047.an estimated accuracy of +/- 6 seconds.
 KR1047
 KR1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1047.The vertical order pertains to the NGVD 29 superseded value.
 KR1047
 KR1047.The geoid height was determined by GEOID03.
 KR1047
 KR1047;                    North         East    Units  Estimated Accuracy
 KR1047;SPC NV W     - 4,506,200.      720,420.      MT  (+/- 180 meters Scaled)
 KR1047
 KR1047                          SUPERSEDED SURVEY CONTROL
 KR1047
 KR1047  NGVD 29 (??/??/92) 1321.663  (m)         4336.16   (f) ADJ UNCH    2 0
 KR1047
 KR1047.Superseded values are not recommended for survey control.
 KR1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1047.See file dsdata.txt to determine how the superseded data were derived.
 KR1047
 KR1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD839539(NAD 83)
 KR1047_MARKER: DB = BENCH MARK DISK
 KR1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1047_STAMPING: G 200 1935
 KR1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1047+STABILITY: SURFACE MOTION
 KR1047
 KR1047  HISTORY     - Date     Condition        Report By
 KR1047  HISTORY     - 1935     MONUMENTED       CGS
 KR1047  HISTORY     - 1970     GOOD             USGS
 KR1047
 KR1047                          STATION DESCRIPTION
 KR1047
 KR1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR1047'6.9 MI NW FROM DAYTON.
 KR1047'6.9 MILES NORTHWEST ALONG U.S. HIGHWAY 50 FROM DAYTON, LYON COUNTY,
 KR1047'0.4 MILE EAST OF A NORTH AND SOUTH ROW OF POLES, AT THE CENTRAL PART
 KR1047'OF TWO LARGE MOUNTAIN RANGES, AT THE EAST SLOPE OF A HILL, AND 52.6
 KR1047'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED G
 KR1047'200 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KR1047
 KR1047                          STATION RECOVERY (1970)
 KR1047
 KR1047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KR1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0704 ***********************************************************************
 KR0704  DESIGNATION -  G 201
 KR0704  PID         -  KR0704
 KR0704  STATE/COUNTY-  NV/STOREY
 KR0704  USGS QUAD   -  DERBY DAM (1985)
 KR0704
 KR0704                         *CURRENT SURVEY CONTROL
 KR0704  ___________________________________________________________________
 KR0704* NAD 83(1986)-  39 32 00.     (N)    119 26 19.     (W)     SCALED    
 KR0704* NAVD 88     -      1436.08   (+/-2cm)    4711.5    (feet)  VERTCON   
 KR0704  ___________________________________________________________________
 KR0704  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 KR0704
 KR0704  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0704
 KR0704.The horizontal coordinates were scaled from a topographic map and have
 KR0704.an estimated accuracy of +/- 6 seconds.
 KR0704
 KR0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0704.The vertical order pertains to the NGVD 29 superseded value.
 KR0704
 KR0704.The geoid height was determined by GEOID03.
 KR0704
 KR0704;                    North         East    Units  Estimated Accuracy
 KR0704;SPC NV W     - 4,531,150.      726,480.      MT  (+/- 180 meters Scaled)
 KR0704
 KR0704                          SUPERSEDED SURVEY CONTROL
 KR0704
 KR0704  NGVD 29 (??/??/92) 1435.036  (m)         4708.11   (f) ADJ UNCH    2 0
 KR0704
 KR0704.Superseded values are not recommended for survey control.
 KR0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0704.See file dsdata.txt to determine how the superseded data were derived.
 KR0704
 KR0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD904788(NAD 83)
 KR0704_MARKER: DB = BENCH MARK DISK
 KR0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0704_STAMPING: G 201 1935
 KR0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0704+STABILITY: SURFACE MOTION
 KR0704
 KR0704  HISTORY     - Date     Condition        Report By
 KR0704  HISTORY     - 1935     MONUMENTED       CGS
 KR0704  HISTORY     - 1935     GOOD             NGS
 KR0704
 KR0704                          STATION DESCRIPTION
 KR0704
 KR0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0704'4.0 MI SE FROM CLARK.
 KR0704'ABOUT 4.0 MILES SOUTHEAST ALONG THE ROAD LEADING TO RAMSEY FROM CLARK,
 KR0704'STOREY COUNTY, AT THE TOP OF A SMALL MOUNTAIN, NORTHEAST OF A LARGE
 KR0704'CANYON, AND 27 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD
 KR0704'DISK, STAMPED G 201 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KR0704
 KR0704                          STATION RECOVERY (1935)
 KR0704
 KR0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KR0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0326 ***********************************************************************
 JR0326  DESIGNATION -  G 202
 JR0326  PID         -  JR0326
 JR0326  STATE/COUNTY-  NV/LYON
 JR0326  USGS QUAD   -  YERINGTON (1986)
 JR0326
 JR0326                         *CURRENT SURVEY CONTROL
 JR0326  ___________________________________________________________________
 JR0326* NAD 83(1986)-  38 52 55.     (N)    119 08 38.     (W)     SCALED    
 JR0326* NAVD 88     -      1364.41   (+/-2cm)    4476.4    (feet)  VERTCON   
 JR0326  ___________________________________________________________________
 JR0326  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 JR0326
 JR0326  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0326
 JR0326.The horizontal coordinates were scaled from a topographic map and have
 JR0326.an estimated accuracy of +/- 6 seconds.
 JR0326
 JR0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0326.The vertical order pertains to the NGVD 29 superseded value.
 JR0326
 JR0326.The geoid height was determined by GEOID03.
 JR0326
 JR0326;                    North         East    Units  Estimated Accuracy
 JR0326;SPC NV W     - 4,458,640.      751,370.      MT  (+/- 180 meters Scaled)
 JR0326
 JR0326                          SUPERSEDED SURVEY CONTROL
 JR0326
 JR0326  NGVD 29 (??/??/92) 1363.359  (m)         4472.95   (f) ADJ UNCH    2 0
 JR0326
 JR0326.Superseded values are not recommended for survey control.
 JR0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0326.See file dsdata.txt to determine how the superseded data were derived.
 JR0326
 JR0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD140058(NAD 83)
 JR0326_MARKER: DB = BENCH MARK DISK
 JR0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0326_STAMPING: G 202 1935
 JR0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0326+STABILITY: SURFACE MOTION
 JR0326
 JR0326  HISTORY     - Date     Condition        Report By
 JR0326  HISTORY     - 1935     MONUMENTED       CGS
 JR0326  HISTORY     - 1951     GOOD             NGS
 JR0326
 JR0326                          STATION DESCRIPTION
 JR0326
 JR0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0326'7.8 MI S FROM YERINGTON.
 JR0326'0.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0326'YERINGTON, THENCE 7.6 MILES SOUTH ALONG STATE HIGHWAY 3, ABOUT
 JR0326'45 YARDS SOUTHWEST OF A WHITE FARM HOUSE, AT THE T JUNCTION OF
 JR0326'A GRAVEL ROAD LEADING EAST, 33 FEET NORTH OF THE CENTER LINE
 JR0326'OF THE ROAD LEADING EAST, 30 FEET EAST OF THE CENTER LINE OF
 JR0326'THE HIGHWAY, 27 FEET NORTHWEST OF POWER LINE POLE NO. 16105,
 JR0326'1.3 FEET WEST OF A BOARD FENCE, 2 FEET SOUTH OF A WITNESS
 JR0326'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET
 JR0326'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1054 ***********************************************************************
 KR1054  DESIGNATION -  G 208
 KR1054  PID         -  KR1054
 KR1054  STATE/COUNTY-  NV/WASHOE
 KR1054  USGS QUAD   -  MARLETTE LAKE (1992)
 KR1054
 KR1054                         *CURRENT SURVEY CONTROL
 KR1054  ___________________________________________________________________
 KR1054* NAD 83(1986)-  39 12 52.     (N)    119 55 42.     (W)     SCALED    
 KR1054* NAVD 88     -      1915.45   (+/-2cm)    6284.3    (feet)  VERTCON   
 KR1054  ___________________________________________________________________
 KR1054  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 KR1054
 KR1054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1054
 KR1054.The horizontal coordinates were scaled from a topographic map and have
 KR1054.an estimated accuracy of +/- 6 seconds.
 KR1054
 KR1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1054.The vertical order pertains to the NGVD 29 superseded value.
 KR1054
 KR1054.The geoid height was determined by GEOID03.
 KR1054
 KR1054;                    North         East    Units  Estimated Accuracy
 KR1054;SPC NV W     - 4,496,270.      683,850.      MT  (+/- 180 meters Scaled)
 KR1054
 KR1054                          SUPERSEDED SURVEY CONTROL
 KR1054
 KR1054  NGVD 29 (??/??/92) 1914.190  (m)         6280.14   (f) ADJ UNCH    2 0
 KR1054
 KR1054.Superseded values are not recommended for survey control.
 KR1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1054.See file dsdata.txt to determine how the superseded data were derived.
 KR1054
 KR1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD471446(NAD 83)
 KR1054_MARKER: DB = BENCH MARK DISK
 KR1054_SETTING: 66 = SET IN ROCK OUTCROP
 KR1054_SP_SET: ROCK
 KR1054_STAMPING: G 208 1935
 KR1054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1054+STABILITY: POSITION/ELEVATION WELL
 KR1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1054+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 KR1054
 KR1054  HISTORY     - Date     Condition        Report By
 KR1054  HISTORY     - 1935     MONUMENTED       CGS
 KR1054  HISTORY     - 1941     GOOD             NGS
 KR1054  HISTORY     - 1968     GOOD             NGS
 KR1054  HISTORY     - 20030908 GOOD             USPSQD
 KR1054
 KR1054                          STATION DESCRIPTION
 KR1054
 KR1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KR1054'6.7 MI E FROM TAHOE.
 KR1054'IN WASHOE COUNTY, 6.7 MILES EAST ALONG STATE HIGHWAY 28 FROM THE
 KR1054'NEVADA-CALIFORNIA STATE LINE, ON THE ROUGH ROCKY SHORE OF LAKE TAHOE,
 KR1054'2.3 MILES SOUTHEAST OF THE INCLINE BEACH STORE, 300 FEET EAST OF THE
 KR1054'EAST EDGE OF THE LAKE, 200 FEET SOUTH OF THE POINT WHERE THE HIGHWAY
 KR1054'MAKES A SHARP TURN AROUND A ROCK POINT, 23 FEET EAST OF THE CENTERLINE
 KR1054'OF THE HIGHWAY, IN THE TOP OF A ROCK, AND ABOUT 4 FEET HIGHER THAN THE
 KR1054'HIGHWAY.  A STANDARD DISK, STAMPED G 208 1935.
 KR1054
 KR1054                          STATION RECOVERY (1968)
 KR1054
 KR1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KR1054'RECOVERED IN GOOD CONDITION.
 KR1054
 KR1054                          STATION RECOVERY (2003)
 KR1054
 KR1054'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1085 ***********************************************************************
 KR1085  DESIGNATION -  G 209
 KR1085  PID         -  KR1085
 KR1085  STATE/COUNTY-  NV/DOUGLAS
 KR1085  USGS QUAD   -  MC TARNAHAN HILL (1994)
 KR1085
 KR1085                         *CURRENT SURVEY CONTROL
 KR1085  ___________________________________________________________________
 KR1085* NAD 83(1986)-  39 04 52.     (N)    119 42 41.     (W)     SCALED    
 KR1085* NAVD 88     -      1500.23   (+/-2cm)    4922.0    (feet)  VERTCON   
 KR1085  ___________________________________________________________________
 KR1085  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 KR1085
 KR1085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1085
 KR1085.The horizontal coordinates were scaled from a topographic map and have
 KR1085.an estimated accuracy of +/- 6 seconds.
 KR1085
 KR1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1085.The vertical order pertains to the NGVD 29 superseded value.
 KR1085
 KR1085.The geoid height was determined by GEOID03.
 KR1085
 KR1085;                    North         East    Units  Estimated Accuracy
 KR1085;SPC NV W     - 4,481,210.      702,400.      MT  (+/- 180 meters Scaled)
 KR1085
 KR1085                          SUPERSEDED SURVEY CONTROL
 KR1085
 KR1085  NGVD 29 (??/??/92) 1499.090  (m)         4918.26   (f) ADJ UNCH    2 0
 KR1085
 KR1085.Superseded values are not recommended for survey control.
 KR1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1085.See file dsdata.txt to determine how the superseded data were derived.
 KR1085
 KR1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD654292(NAD 83)
 KR1085_MARKER: DB = BENCH MARK DISK
 KR1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1085_STAMPING: G 209 1935
 KR1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1085+STABILITY: SURFACE MOTION
 KR1085
 KR1085  HISTORY     - Date     Condition        Report By
 KR1085  HISTORY     - 1935     MONUMENTED       CGS
 KR1085  HISTORY     - 1972     GOOD             NGS
 KR1085
 KR1085                          STATION DESCRIPTION
 KR1085
 KR1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR1085'3.9 MI E FROM STEWART.
 KR1085'IN DOUGLASS COUNTY, 3.9 MILES EAST ALONG THE WABUSKA ROAD FROM THE
 KR1085'POST OFFICE AT STEWART, ORMSBY COUNTY, 1.6 MILES EAST OF THE RUINS OF
 KR1085'THE OLD MCTARNAHAN BRIDGE, 0.2 MILE EAST OF A RIDGE, IN A FLAT AREA
 KR1085'COVERED WITH TALL SAGE, AND 19 FEET WEST OF THE CENTERLINE OF THE
 KR1085'ROAD.  A STANDARD DISK, STAMPED G 209 1935 AND SET IN THE TOP OF A
 KR1085'CONCRETE POST.
 KR1085
 KR1085                          STATION RECOVERY (1972)
 KR1085
 KR1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KR1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0426 ***********************************************************************
 LS0426  DESIGNATION -  G 21
 LS0426  PID         -  LS0426
 LS0426  STATE/COUNTY-  NV/WASHOE
 LS0426  USGS QUAD   -  PYRAMID SW (1974)
 LS0426
 LS0426                         *CURRENT SURVEY CONTROL
 LS0426  ___________________________________________________________________
 LS0426* NAD 83(1986)-  40 00 13.     (N)    119 37 42.     (W)     SCALED    
 LS0426* NAVD 88     -      1191.237  (meters)    3908.25   (feet)  ADJUSTED  
 LS0426  ___________________________________________________________________
 LS0426  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 LS0426  DYNAMIC HT  -        1190.270 (meters)    3905.08  (feet)  COMP
 LS0426  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 LS0426
 LS0426  VERT ORDER  -  FIRST     CLASS II
 LS0426
 LS0426.The horizontal coordinates were scaled from a topographic map and have
 LS0426.an estimated accuracy of +/- 6 seconds.
 LS0426
 LS0426.The orthometric height was determined by differential leveling
 LS0426.and adjusted by the National Geodetic Survey in June 1991..
 LS0426
 LS0426.The geoid height was determined by GEOID03.
 LS0426
 LS0426.The dynamic height is computed by dividing the NAVD 88
 LS0426.geopotential number by the normal gravity value computed on the
 LS0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0426.degrees latitude (g = 980.6199 gals.).
 LS0426
 LS0426.The modeled gravity was interpolated from observed gravity values.
 LS0426
 LS0426;                    North         East    Units  Estimated Accuracy
 LS0426;SPC NV W     - 4,583,540.      710,780.      MT  (+/- 180 meters Scaled)
 LS0426
 LS0426                          SUPERSEDED SURVEY CONTROL
 LS0426
 LS0426  NGVD 29 (??/??/92) 1190.249  (m)         3905.01   (f) ADJ UNCH    1 2
 LS0426
 LS0426.Superseded values are not recommended for survey control.
 LS0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0426.See file dsdata.txt to determine how the superseded data were derived.
 LS0426
 LS0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE756314(NAD 83)
 LS0426_MARKER: DB = BENCH MARK DISK
 LS0426_SETTING: 80 = SET IN A BOULDER
 LS0426_SP_SET: BOULDER
 LS0426_STAMPING: 3904.779 G 21 1931
 LS0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0426+STABILITY: SURFACE MOTION
 LS0426
 LS0426  HISTORY     - Date     Condition        Report By
 LS0426  HISTORY     - 1931     MONUMENTED       CGS
 LS0426  HISTORY     - 1934     GOOD             NGS
 LS0426
 LS0426                          STATION DESCRIPTION
 LS0426
 LS0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 LS0426'4.4 MI N FROM SUTCLIFFE.
 LS0426'4.4 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 LS0426'STATION AT SUTCLIFFE, WASHOE COUNTY, 600 FEET SOUTH OF MILEPOST 313,
 LS0426'100 FEET WEST OF THE TRACK, AND IN THE TOP OF A BOULDER.  A STANDARD
 LS0426'DISK, STAMPED 3904.779 G 21 1931.
 LS0426
 LS0426                          STATION RECOVERY (1934)
 LS0426
 LS0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LS0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0820 ***********************************************************************
 KR0820  DESIGNATION -  G 210
 KR0820  PID         -  KR0820
 KR0820  STATE/COUNTY-  NV/LYON
 KR0820  USGS QUAD   -  MOUNT COMO (1993)
 KR0820
 KR0820                         *CURRENT SURVEY CONTROL
 KR0820  ___________________________________________________________________
 KR0820* NAD 83(1986)-  39 03 19.     (N)    119 26 39.     (W)     SCALED    
 KR0820* NAVD 88     -      1801.18   (+/-2cm)    5909.4    (feet)  VERTCON   
 KR0820  ___________________________________________________________________
 KR0820  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 KR0820
 KR0820  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0820
 KR0820.The horizontal coordinates were scaled from a topographic map and have
 KR0820.an estimated accuracy of +/- 6 seconds.
 KR0820
 KR0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0820.The vertical order pertains to the NGVD 29 superseded value.
 KR0820
 KR0820.The geoid height was determined by GEOID03.
 KR0820
 KR0820;                    North         East    Units  Estimated Accuracy
 KR0820;SPC NV W     - 4,478,090.      725,490.      MT  (+/- 180 meters Scaled)
 KR0820
 KR0820                          SUPERSEDED SURVEY CONTROL
 KR0820
 KR0820  NGVD 29 (??/??/92) 1800.009  (m)         5905.53   (f) ADJ UNCH    2 0
 KR0820
 KR0820.Superseded values are not recommended for survey control.
 KR0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0820.See file dsdata.txt to determine how the superseded data were derived.
 KR0820
 KR0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD885257(NAD 83)
 KR0820_MARKER: DB = BENCH MARK DISK
 KR0820_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0820_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0820_STAMPING: G 210 1935
 KR0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0820
 KR0820  HISTORY     - Date     Condition        Report By
 KR0820  HISTORY     - 1935     MONUMENTED       CGS
 KR0820  HISTORY     - 1957     GOOD             USGS
 KR0820
 KR0820                          STATION DESCRIPTION
 KR0820
 KR0820'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 KR0820'4.4 MI SE FROM SUNRISE PASS.
 KR0820'BENCH MARK IS APPROXIMATELY 4.4 MILES SOUTHEAST ALONG ROAD FROM SUMMIT
 KR0820'OF SUNRISE PASS IN THE PINE NUT MOUNTAINS, 140 FEET NORTH OF A ROAD T
 KR0820'LEADING WEST, AND 36 FEET WEST OF CENTERLINE OF ROAD, IN TOP OF A
 KR0820'VITRIFIED PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0149 ***********************************************************************
 JR0149  DESIGNATION -  G 212
 JR0149  PID         -  JR0149
 JR0149  STATE/COUNTY-  NV/LYON
 JR0149  USGS QUAD   -  MITCHELL SPRING (1989)
 JR0149
 JR0149                         *CURRENT SURVEY CONTROL
 JR0149  ___________________________________________________________________
 JR0149* NAD 83(1986)-  38 31 32.     (N)    118 54 55.     (W)     SCALED    
 JR0149* NAVD 88     -      1702.33   (+/-2cm)    5585.1    (feet)  VERTCON   
 JR0149  ___________________________________________________________________
 JR0149  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 JR0149
 JR0149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0149
 JR0149.The horizontal coordinates were scaled from a topographic map and have
 JR0149.an estimated accuracy of +/- 6 seconds.
 JR0149
 JR0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0149.The vertical order pertains to the NGVD 29 superseded value.
 JR0149
 JR0149.The geoid height was determined by GEOID03.
 JR0149
 JR0149;                    North         East    Units  Estimated Accuracy
 JR0149;SPC NV W     - 4,418,990.      771,060.      MT  (+/- 180 meters Scaled)
 JR0149
 JR0149                          SUPERSEDED SURVEY CONTROL
 JR0149
 JR0149  NGVD 29 (??/??/92) 1701.094  (m)         5581.01   (f) ADJ UNCH    2 0
 JR0149
 JR0149.Superseded values are not recommended for survey control.
 JR0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0149.See file dsdata.txt to determine how the superseded data were derived.
 JR0149
 JR0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC330658(NAD 83)
 JR0149_MARKER: DB = BENCH MARK DISK
 JR0149_SETTING: 80 = SET IN A BOULDER
 JR0149_SP_SET: BOULDER
 JR0149_STAMPING: G 212 1935
 JR0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0149+STABILITY: SURFACE MOTION
 JR0149
 JR0149  HISTORY     - Date     Condition        Report By
 JR0149  HISTORY     - 1935     MONUMENTED       CGS
 JR0149  HISTORY     - 1940     GOOD             NGS
 JR0149
 JR0149                          STATION DESCRIPTION
 JR0149
 JR0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0149'4.9 MI SE FROM WICHMAN.
 JR0149'TO REACH FROM WICHMAN POST OFFICE GO 2.0 MILES SOUTHEAST TO
 JR0149'BRIDGE OVER EAST WALKER RIVER, THENCE 0.5 MILES SOUTHEAST TO
 JR0149'PASS BETWEEN HILLS INTO COAL VALLEY THENCE 0.5 MILES SOUTHEAST
 JR0149'TO ROAD FORK, THENCE SOUTHEAST (LEFT) 1.1 MILES TO SECOND FORK,
 JR0149'THENCE SOUTHEAST (RIGHT) 0.8 MILES.  IN TOP OF BOULDER ON
 JR0149'NORTHEAST SIDE OF SLOPE INTO ROCKY WASH.  2.9 MILES SOUTHEAST
 JR0149'OF OLD MORGAN RANCH, ON THE WEST SLOPE OF WALKER RANGE IN COAL
 JR0149'VALLEY.  100 FEET NORTHEAST OF DRY ROCKY WASH, 23 FEET NORTHEAST
 JR0149'OF CENTERLINE OF ROAD.  STANDARD TABLET SET HORIZONTALLY IN DRILL
 JR0149'HOLE IN TOP OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0175 ***********************************************************************
 JR0175  DESIGNATION -  G 213
 JR0175  PID         -  JR0175
 JR0175  STATE/COUNTY-  NV/MINERAL
 JR0175  USGS QUAD   -  REESE RIVER CANYON (1988)
 JR0175
 JR0175                         *CURRENT SURVEY CONTROL
 JR0175  ___________________________________________________________________
 JR0175* NAD 83(1986)-  38 45 05.     (N)    118 52 16.     (W)     SCALED    
 JR0175* NAVD 88     -      1988.77   (+/-2cm)    6524.8    (feet)  VERTCON   
 JR0175  ___________________________________________________________________
 JR0175  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 JR0175
 JR0175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0175
 JR0175.The horizontal coordinates were scaled from a topographic map and have
 JR0175.an estimated accuracy of +/- 6 seconds.
 JR0175
 JR0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0175.The vertical order pertains to the NGVD 29 superseded value.
 JR0175
 JR0175.The geoid height was determined by GEOID03.
 JR0175
 JR0175;                    North         East    Units  Estimated Accuracy
 JR0175;SPC NV W     - 4,444,040.      774,990.      MT  (+/- 180 meters Scaled)
 JR0175
 JR0175                          SUPERSEDED SURVEY CONTROL
 JR0175
 JR0175  NGVD 29 (??/??/92) 1987.547  (m)         6520.81   (f) ADJ UNCH    2 0
 JR0175
 JR0175.Superseded values are not recommended for survey control.
 JR0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0175.See file dsdata.txt to determine how the superseded data were derived.
 JR0175
 JR0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC374908(NAD 83)
 JR0175_MARKER: DB = BENCH MARK DISK
 JR0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0175_STAMPING: G-213 1935
 JR0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0175+STABILITY: SURFACE MOTION
 JR0175
 JR0175  HISTORY     - Date     Condition        Report By
 JR0175  HISTORY     - 1935     MONUMENTED       CGS
 JR0175
 JR0175                          STATION DESCRIPTION
 JR0175
 JR0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0175'31.3 MI SE FROM YERINGTON.
 JR0175'31.3 MILES SOUTHEAST BY ROAD.  ALONG SUMMIT SPRINGS WAGON ROAD
 JR0175'BETWEEN WICHMAN AND SCHURZ.  TO REACH FROM COURTHOUSE GO 10.2
 JR0175'MILES SOUTH ALONG NEVADA STATE HIGHWAY NO. 3, THENCE, TURN LEFT
 JR0175'AND GO 3.8 MILES EAST ALONG GRADED ROAD, THENCE, TURN RIGHT
 JR0175'AND GO 10.5 MILES SOUTHEAST ALONG GRADED ROAD TO SIGN WHICH SHOWS
 JR0175'ROAD TO SUNNY SLOPES MINE, THENCE, TURN LEFT AND GO 6.8 MILES
 JR0175'SOUTHEAST ALONG WAGON ROAD.  MARK IS ON THE WEST SLOPE OF HILL,
 JR0175'WHERE A SANDY DRAW OPENS INTO A LARGE VALLEY, 300 FEET WEST
 JR0175'OF TIMBER LINE, AND 13 FEET SOUTH OF THE CENTER LINE OF THE
 JR0175'WAGON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0881 ***********************************************************************
 JR0881  DESIGNATION -  G 214
 JR0881  PID         -  JR0881
 JR0881  STATE/COUNTY-  NV/MINERAL
 JR0881  USGS QUAD   -  SCHURZ (1988)
 JR0881
 JR0881                         *CURRENT SURVEY CONTROL
 JR0881  ___________________________________________________________________
 JR0881* NAD 83(1986)-  38 57 56.     (N)    118 48 37.     (W)     SCALED    
 JR0881* NAVD 88     -      1273.76   (+/-2cm)    4179.0    (feet)  VERTCON   
 JR0881  ___________________________________________________________________
 JR0881  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 JR0881
 JR0881  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0881
 JR0881.The horizontal coordinates were scaled from a topographic map and have
 JR0881.an estimated accuracy of +/- 6 seconds.
 JR0881
 JR0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0881.The vertical order pertains to the NGVD 29 superseded value.
 JR0881
 JR0881.The geoid height was determined by GEOID03.
 JR0881
 JR0881;                    North         East    Units  Estimated Accuracy
 JR0881;SPC NV W     - 4,467,800.      780,330.      MT  (+/- 180 meters Scaled)
 JR0881
 JR0881                          SUPERSEDED SURVEY CONTROL
 JR0881
 JR0881  NGVD 29 (??/??/92) 1272.692  (m)         4175.49   (f) ADJ UNCH    1 2
 JR0881
 JR0881.Superseded values are not recommended for survey control.
 JR0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0881.See file dsdata.txt to determine how the superseded data were derived.
 JR0881
 JR0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD431145(NAD 83)
 JR0881_MARKER: DB = BENCH MARK DISK
 JR0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0881_STAMPING: G 214 1935
 JR0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0881+STABILITY: SURFACE MOTION
 JR0881
 JR0881  HISTORY     - Date     Condition        Report By
 JR0881  HISTORY     - 1935     MONUMENTED       CGS
 JR0881  HISTORY     - 1955     GOOD             NGS
 JR0881  HISTORY     - 1961     GOOD             NVDH
 JR0881
 JR0881                          STATION DESCRIPTION
 JR0881
 JR0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0881'1.1 MI N FROM SCHURZ.
 JR0881'1.1 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE CROSSING OF THE
 JR0881'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, 293 FEET SOUTH OF
 JR0881'THE CENTER OF THE Y JUNCTION OF A COUNTY GRADED ROAD LEADING
 JR0881'NORTHEAST TO RAWHIDE, 48.2 FEET WEST OF THE CENTER LINE OF THE
 JR0881'HIGHWAY, 2.0 FEET EAST OF A WITNESS POST, ABOUT 2 FEET HIGHER
 JR0881'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JR0881'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 JR0881
 JR0881                          STATION RECOVERY (1961)
 JR0881
 JR0881'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 JR0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0379 ***********************************************************************
 JR0379  DESIGNATION -  G 217
 JR0379  PID         -  JR0379
 JR0379  STATE/COUNTY-  NV/LYON
 JR0379  USGS QUAD   -  YERINGTON SE (1986)
 JR0379
 JR0379                         *CURRENT SURVEY CONTROL
 JR0379  ___________________________________________________________________
 JR0379* NAD 83(1986)-  38 46 26.     (N)    119 00 52.     (W)     SCALED    
 JR0379* NAVD 88     -      1418.70   (+/-2cm)    4654.5    (feet)  VERTCON   
 JR0379  ___________________________________________________________________
 JR0379  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 JR0379
 JR0379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0379
 JR0379.The horizontal coordinates were scaled from a topographic map and have
 JR0379.an estimated accuracy of +/- 6 seconds.
 JR0379
 JR0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0379.The vertical order pertains to the NGVD 29 superseded value.
 JR0379
 JR0379.The geoid height was determined by GEOID03.
 JR0379
 JR0379;                    North         East    Units  Estimated Accuracy
 JR0379;SPC NV W     - 4,446,590.      762,540.      MT  (+/- 180 meters Scaled)
 JR0379
 JR0379                          SUPERSEDED SURVEY CONTROL
 JR0379
 JR0379  NGVD 29 (??/??/92) 1417.589  (m)         4650.87   (f) ADJ UNCH    2 0
 JR0379
 JR0379.Superseded values are not recommended for survey control.
 JR0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0379.See file dsdata.txt to determine how the superseded data were derived.
 JR0379
 JR0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC250936(NAD 83)
 JR0379_MARKER: DB = BENCH MARK DISK
 JR0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0379_STAMPING: G 217 1935
 JR0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0379+STABILITY: SURFACE MOTION
 JR0379
 JR0379  HISTORY     - Date     Condition        Report By
 JR0379  HISTORY     - 1935     MONUMENTED       CGS
 JR0379  HISTORY     - 1940     GOOD             NGS
 JR0379
 JR0379                          STATION DESCRIPTION
 JR0379
 JR0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0379'22.2 MI SE FROM YERINGTON.
 JR0379'11.0 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 JR0379'YERINGTON, LYON COUNTY, THENCE 3.8 MILES EAST ALONG A GRADED ROAD
 JR0379'LEADING TO A ROAD JUNCTION 0.1 MILE EAST OF A BRIDGE OVER EAST
 JR0379'WALKER RIVER, AND THENCE 7.4 MILES SOUTHEAST ALONG THE EAST WALKER
 JR0379'ROAD, 0.5 MILE EAST OF CHARLEBOIS RANCH, AT THE NORTHEAST SIDE
 JR0379'OF THE EAST WALKER RIVER VALLEY, ON THE SOUTHWEST SLOPE OF A BARREN
 JR0379'HILL, 15 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 5 FEET WEST
 JR0379'OF A FENCE.  A STANDARD DISK, STAMPED G 217 1935 AND SET IN THE TOP
 JR0379'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0363 ***********************************************************************
 KR0363  DESIGNATION -  G 218
 KR0363  PID         -  KR0363
 KR0363  STATE/COUNTY-  NV/MINERAL
 KR0363  USGS QUAD   -  RED RIDGE (1987)
 KR0363
 KR0363                         *CURRENT SURVEY CONTROL
 KR0363  ___________________________________________________________________
 KR0363* NAD 83(1986)-  39 03 32.     (N)    118 36 40.     (W)     SCALED    
 KR0363* NAVD 88     -      1335.60   (+/-2cm)    4381.9    (feet)  VERTCON   
 KR0363  ___________________________________________________________________
 KR0363  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 KR0363
 KR0363  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0363
 KR0363.The horizontal coordinates were scaled from a topographic map and have
 KR0363.an estimated accuracy of +/- 6 seconds.
 KR0363
 KR0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0363.The vertical order pertains to the NGVD 29 superseded value.
 KR0363
 KR0363.The geoid height was determined by GEOID03.
 KR0363
 KR0363;                    North         East    Units  Estimated Accuracy
 KR0363;SPC NV W     - 4,478,140.      797,600.      MT  (+/- 180 meters Scaled)
 KR0363
 KR0363                          SUPERSEDED SURVEY CONTROL
 KR0363
 KR0363  NGVD 29 (??/??/92) 1334.542  (m)         4378.41   (f) ADJ UNCH    1 2
 KR0363
 KR0363.Superseded values are not recommended for survey control.
 KR0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0363.See file dsdata.txt to determine how the superseded data were derived.
 KR0363
 KR0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD606245(NAD 83)
 KR0363_MARKER: DB = BENCH MARK DISK
 KR0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0363_STAMPING: G 218 1935
 KR0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0363+STABILITY: SURFACE MOTION
 KR0363
 KR0363  HISTORY     - Date     Condition        Report By
 KR0363  HISTORY     - 1935     MONUMENTED       CGS
 KR0363  HISTORY     - 1955     GOOD             NGS
 KR0363
 KR0363                          STATION DESCRIPTION
 KR0363
 KR0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0363'14.0 MI NE FROM SCHURZ.
 KR0363'1.1 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE CROSSING OF THE
 KR0363'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, THENCE 12.9 MILES
 KR0363'NORTHEAST ALONG A COUNTY GRADED ROAD, 1.0 MILE NORTHEAST OF THE SUMMIT
 KR0363'OF A DIVIDE, 0.6 MILE SOUTHWEST OF THE Y JUNCTION OF A GRADED ROAD AND
 KR0363'A SIGN READING RAWHIDE 14 MILES FALLON 39 MILES, AT THE CROSSING OF A
 KR0363'NORTH-SOUTH FENCE, 118 FEET SOUTHWEST OF THE FIRST FENCE POST SOUTH OF
 KR0363'THE ROAD, 94.4 FEET SOUTHWEST OF THE SOUTH POST OF A GATE, 71.6 FEET
 KR0363'WEST OF THE FENCE, 38 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KR0363'ROAD, 1.4 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 KR0363'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 KR0363'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1192 ***********************************************************************
 KR1192  DESIGNATION -  G 22
 KR1192  PID         -  KR1192
 KR1192  STATE/COUNTY-  NV/WASHOE
 KR1192  USGS QUAD   -  VERDI (1982)
 KR1192
 KR1192                         *CURRENT SURVEY CONTROL
 KR1192  ___________________________________________________________________
 KR1192* NAD 83(1986)-  39 37 05.     (N)    119 55 22.     (W)     SCALED    
 KR1192* NAVD 88     -      1638.742  (meters)    5376.44   (feet)  ADJUSTED  
 KR1192  ___________________________________________________________________
 KR1192  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 KR1192  DYNAMIC HT  -        1637.206 (meters)    5371.40  (feet)  COMP
 KR1192  MODELED GRAV-     979,631.0   (mgal)                       NAVD 88
 KR1192
 KR1192  VERT ORDER  -  SECOND    CLASS 0
 KR1192
 KR1192.The horizontal coordinates were scaled from a topographic map and have
 KR1192.an estimated accuracy of +/- 6 seconds.
 KR1192
 KR1192.The orthometric height was determined by differential leveling
 KR1192.and adjusted by the National Geodetic Survey in June 1991..
 KR1192
 KR1192.The geoid height was determined by GEOID03.
 KR1192
 KR1192.The dynamic height is computed by dividing the NAVD 88
 KR1192.geopotential number by the normal gravity value computed on the
 KR1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1192.degrees latitude (g = 980.6199 gals.).
 KR1192
 KR1192.The modeled gravity was interpolated from observed gravity values.
 KR1192
 KR1192;                    North         East    Units  Estimated Accuracy
 KR1192;SPC NV W     - 4,541,070.      684,990.      MT  (+/- 180 meters Scaled)
 KR1192
 KR1192                          SUPERSEDED SURVEY CONTROL
 KR1192
 KR1192  NGVD 29 (??/??/92) 1637.588  (m)         5372.65   (f) ADJ UNCH    2 0
 KR1192
 KR1192.Superseded values are not recommended for survey control.
 KR1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1192.See file dsdata.txt to determine how the superseded data were derived.
 KR1192
 KR1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD491894(NAD 83)
 KR1192_MARKER: DB = BENCH MARK DISK
 KR1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1192+STABILITY: SURFACE MOTION
 KR1192
 KR1192  HISTORY     - Date     Condition        Report By
 KR1192  HISTORY     - UNK      MONUMENTED       CGS
 KR1192  HISTORY     - 1932     GOOD             NGS
 KR1192  HISTORY     - 1934     GOOD             NGS
 KR1192
 KR1192                          STATION DESCRIPTION
 KR1192
 KR1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KR1192'14.8 MI NW FROM RENO.
 KR1192'50 FT. NORTH OF WESTERN PACIFIC R.R. TRACKIN FENCE LINE.  3 POLES EAST
 KR1192'OF MILE POST 18.  6 FT. BELOW LEVEL OF TRACK.
 KR1192
 KR1192                          STATION RECOVERY (1934)
 KR1192
 KR1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KR1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0290 ***********************************************************************
 GS0290  DESIGNATION -  G 23
 GS0290  PID         -  GS0290
 GS0290  STATE/COUNTY-  NV/NYE
 GS0290  USGS QUAD   -  DAYLIGHT PASS (1988)
 GS0290
 GS0290                         *CURRENT SURVEY CONTROL
 GS0290  ___________________________________________________________________
 GS0290* NAD 83(1986)-  36 48 54.     (N)    116 54 10.     (W)     SCALED    
 GS0290* NAVD 88     -      1143.145  (meters)    3750.47   (feet)  ADJUSTED  
 GS0290  ___________________________________________________________________
 GS0290  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 GS0290  DYNAMIC HT  -        1141.942 (meters)    3746.52  (feet)  COMP
 GS0290  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 GS0290
 GS0290  VERT ORDER  -  FIRST     CLASS II
 GS0290
 GS0290.The horizontal coordinates were scaled from a topographic map and have
 GS0290.an estimated accuracy of +/- 6 seconds.
 GS0290
 GS0290.The orthometric height was determined by differential leveling
 GS0290.and adjusted by the National Geodetic Survey in June 1991..
 GS0290
 GS0290.The geoid height was determined by GEOID03.
 GS0290
 GS0290.The dynamic height is computed by dividing the NAVD 88
 GS0290.geopotential number by the normal gravity value computed on the
 GS0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0290.degrees latitude (g = 980.6199 gals.).
 GS0290
 GS0290.The modeled gravity was interpolated from observed gravity values.
 GS0290
 GS0290;                    North         East    Units  Estimated Accuracy
 GS0290;SPC NV C     - 6,229,130.      478,940.      MT  (+/- 180 meters Scaled)
 GS0290
 GS0290                          SUPERSEDED SURVEY CONTROL
 GS0290
 GS0290  NGVD 29 (05/01/91) 1142.207  (m)         3747.39   (f) ADJUSTED    1 2
 GS0290
 GS0290.Superseded values are not recommended for survey control.
 GS0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0290.See file dsdata.txt to determine how the superseded data were derived.
 GS0290
 GS0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA086743(NAD 83)
 GS0290_MARKER: DB = BENCH MARK DISK
 GS0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0290_STAMPING: 3747.391 G 23 1933
 GS0290_MARK LOGO: CGS   
 GS0290_PROJECTION: PROJECTING 20 CENTIMETERS
 GS0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0290+STABILITY: SURFACE MOTION
 GS0290
 GS0290  HISTORY     - Date     Condition        Report By
 GS0290  HISTORY     - 1933     MONUMENTED       CGS
 GS0290  HISTORY     - 1934     GOOD             NGS
 GS0290  HISTORY     - 1983     GOOD             NGS
 GS0290
 GS0290                          STATION DESCRIPTION
 GS0290
 GS0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GS0290'6.7 MI SW FROM BULLFROG.
 GS0290'6.7 MILES SOUTHWEST ALONG THE DEATH VALLEY ROAD FROM BULLFROG,
 GS0290'NYE COUNTY, AND 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 GS0290'A STANDARD DISK, STAMPED 3747.391 G 23 1933 AND SET IN THE
 GS0290'TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 GS0290
 GS0290                          STATION RECOVERY (1983)
 GS0290
 GS0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0290'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.9 KM
 GS0290'(10.55 MI) SOUTHWEST ALONG STATE HIGHWAY 374 FROM ITS JUNCTION WITH US
 GS0290'HIGHWAY 95 IN BEATTY, 3.65 KM (2.3 MI) NORTHEAST OF THE
 GS0290'CALIFORNIA-NEVADA STATE LINE, 2.73 KM (1.7 MI) SOUTHWEST OF THE EAST
 GS0290'BOUNDARY OF THE NATIONAL PARK, 44.8 METERS (147 FT) NORTHWEST OF THE
 GS0290'HIGHWAY CENTERLINE AND 7.9 METERS (26 FT) SOUTHEAST OF THE CENTER OF
 GS0290'THE OLD DEATH VALLEY ROAD.
 GS0290'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 GS0290'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0315 ***********************************************************************
 JQ0315  DESIGNATION -  G 24
 JQ0315  PID         -  JQ0315
 JQ0315  STATE/COUNTY-  NV/MINERAL
 JQ0315  USGS QUAD   -  BETTLES WELL (1980)
 JQ0315
 JQ0315                         *CURRENT SURVEY CONTROL
 JQ0315  ___________________________________________________________________
 JQ0315* NAD 83(1986)-  38 27 06.     (N)    117 52 35.     (W)     SCALED    
 JQ0315* NAVD 88     -      1846.012  (meters)    6056.46   (feet)  ADJUSTED  
 JQ0315  ___________________________________________________________________
 JQ0315  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 JQ0315  DYNAMIC HT  -        1843.984 (meters)    6049.80  (feet)  COMP
 JQ0315  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 JQ0315
 JQ0315  VERT ORDER  -  FIRST     CLASS II
 JQ0315
 JQ0315.The horizontal coordinates were scaled from a topographic map and have
 JQ0315.an estimated accuracy of +/- 6 seconds.
 JQ0315
 JQ0315.The orthometric height was determined by differential leveling
 JQ0315.and adjusted by the National Geodetic Survey in June 1991..
 JQ0315
 JQ0315.The geoid height was determined by GEOID03.
 JQ0315
 JQ0315.The dynamic height is computed by dividing the NAVD 88
 JQ0315.geopotential number by the normal gravity value computed on the
 JQ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0315.degrees latitude (g = 980.6199 gals.).
 JQ0315
 JQ0315.The modeled gravity was interpolated from observed gravity values.
 JQ0315
 JQ0315;                    North         East    Units  Estimated Accuracy
 JQ0315;SPC NV W     - 4,410,970.      861,700.      MT  (+/- 180 meters Scaled)
 JQ0315
 JQ0315                          SUPERSEDED SURVEY CONTROL
 JQ0315
 JQ0315  NGVD 29 (??/??/92) 1844.766  (m)         6052.37   (f) ADJ UNCH    1 2
 JQ0315
 JQ0315.Superseded values are not recommended for survey control.
 JQ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0315.See file dsdata.txt to determine how the superseded data were derived.
 JQ0315
 JQ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC235562(NAD 83)
 JQ0315_MARKER: DB = BENCH MARK DISK
 JQ0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0315_STAMPING: 6052.340 G 24 1933
 JQ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0315+STABILITY: SURFACE MOTION
 JQ0315
 JQ0315  HISTORY     - Date     Condition        Report By
 JQ0315  HISTORY     - 1933     MONUMENTED       CGS
 JQ0315  HISTORY     - 1934     GOOD             NGS
 JQ0315
 JQ0315                          STATION DESCRIPTION
 JQ0315
 JQ0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0315'13.8 MI NE FROM MINA.
 JQ0315'13.8 MILES NORTHEAST ALONG THE ROAD TO CLOVERDALE RANCH FROM MINA,
 JQ0315'MINERAL COUNTY, THENCE 2.0 MILES SOUTHEAST ALONG THE ROAD TO TONOPAH.
 JQ0315'AND 28 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 JQ0315'STAMPED 6052.340 G 24 1933 AND SET IN THE TOP OF A CONCRETE POST
 JQ0315'PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0357 ***********************************************************************
 JQ0357  DESIGNATION -  G 25
 JQ0357  PID         -  JQ0357
 JQ0357  STATE/COUNTY-  NV/NYE
 JQ0357  USGS QUAD   -  GOLDYKE (1979)
 JQ0357
 JQ0357                         *CURRENT SURVEY CONTROL
 JQ0357  ___________________________________________________________________
 JQ0357* NAD 83(1986)-  38 43 38.     (N)    117 52 12.     (W)     SCALED    
 JQ0357* NAVD 88     -      1768.253  (meters)    5801.34   (feet)  ADJUSTED  
 JQ0357  ___________________________________________________________________
 JQ0357  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 JQ0357  DYNAMIC HT  -        1766.406 (meters)    5795.28  (feet)  COMP
 JQ0357  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 JQ0357
 JQ0357  VERT ORDER  -  FIRST     CLASS II
 JQ0357
 JQ0357.The horizontal coordinates were scaled from a topographic map and have
 JQ0357.an estimated accuracy of +/- 6 seconds.
 JQ0357
 JQ0357.The orthometric height was determined by differential leveling
 JQ0357.and adjusted by the National Geodetic Survey in June 1991..
 JQ0357
 JQ0357.The geoid height was determined by GEOID03.
 JQ0357
 JQ0357.The dynamic height is computed by dividing the NAVD 88
 JQ0357.geopotential number by the normal gravity value computed on the
 JQ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0357.degrees latitude (g = 980.6199 gals.).
 JQ0357
 JQ0357.The modeled gravity was interpolated from observed gravity values.
 JQ0357
 JQ0357;                    North         East    Units  Estimated Accuracy
 JQ0357;SPC NV C     - 6,442,010.      395,370.      MT  (+/- 180 meters Scaled)
 JQ0357
 JQ0357                          SUPERSEDED SURVEY CONTROL
 JQ0357
 JQ0357  NGVD 29 (??/??/92) 1767.024  (m)         5797.31   (f) ADJ UNCH    1 2
 JQ0357
 JQ0357.Superseded values are not recommended for survey control.
 JQ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0357.See file dsdata.txt to determine how the superseded data were derived.
 JQ0357
 JQ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC243868(NAD 83)
 JQ0357_MARKER: DB = BENCH MARK DISK
 JQ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0357_STAMPING: G 25 1933 5797.321
 JQ0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0357+STABILITY: SURFACE MOTION
 JQ0357
 JQ0357  HISTORY     - Date     Condition        Report By
 JQ0357  HISTORY     - 1933     MONUMENTED       CGS
 JQ0357  HISTORY     - 1955     GOOD             NGS
 JQ0357
 JQ0357                          STATION DESCRIPTION
 JQ0357
 JQ0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JQ0357'0.8 MI S FROM GOLDYKE.
 JQ0357'0.8 MILE SOUTH ALONG THE GOLDYKE-MINA ROAD FROM THE SPRING AT GOLDYKE,
 JQ0357'ON THE SOUTHEAST SIDE OF A RIDGE, ABOUT 32 YARDS EAST OF A PROSPECT
 JQ0357'PIT, 26 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET HIGHER
 JQ0357'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 JQ0357'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0379 ***********************************************************************
 JQ0379  DESIGNATION -  G 26
 JQ0379  PID         -  JQ0379
 JQ0379  STATE/COUNTY-  NV/NYE
 JQ0379  USGS QUAD   -  IONE (1988)
 JQ0379
 JQ0379                         *CURRENT SURVEY CONTROL
 JQ0379  ___________________________________________________________________
 JQ0379* NAD 83(1986)-  38 56 59.     (N)    117 35 06.     (W)     SCALED    
 JQ0379* NAVD 88     -      2069.072  (meters)    6788.28   (feet)  ADJUSTED  
 JQ0379  ___________________________________________________________________
 JQ0379  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 JQ0379  DYNAMIC HT  -        2066.841 (meters)    6780.96  (feet)  COMP
 JQ0379  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 JQ0379
 JQ0379  VERT ORDER  -  FIRST     CLASS II
 JQ0379
 JQ0379.The horizontal coordinates were scaled from a topographic map and have
 JQ0379.an estimated accuracy of +/- 6 seconds.
 JQ0379
 JQ0379.The orthometric height was determined by differential leveling
 JQ0379.and adjusted by the National Geodetic Survey in June 1991..
 JQ0379
 JQ0379.The geoid height was determined by GEOID03.
 JQ0379
 JQ0379.The dynamic height is computed by dividing the NAVD 88
 JQ0379.geopotential number by the normal gravity value computed on the
 JQ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0379.degrees latitude (g = 980.6199 gals.).
 JQ0379
 JQ0379.The modeled gravity was interpolated from observed gravity values.
 JQ0379
 JQ0379;                    North         East    Units  Estimated Accuracy
 JQ0379;SPC NV C     - 6,466,420.      420,400.      MT  (+/- 180 meters Scaled)
 JQ0379
 JQ0379                          SUPERSEDED SURVEY CONTROL
 JQ0379
 JQ0379  NGVD 29 (??/??/92) 2067.739  (m)         6783.91   (f) ADJ UNCH    1 2
 JQ0379
 JQ0379.Superseded values are not recommended for survey control.
 JQ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0379.See file dsdata.txt to determine how the superseded data were derived.
 JQ0379
 JQ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD493113(NAD 83)
 JQ0379_MARKER: DB = BENCH MARK DISK
 JQ0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JQ0379_SP_SET: MONUMENT
 JQ0379_STAMPING: G 26 1933 6783.845
 JQ0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0379
 JQ0379  HISTORY     - Date     Condition        Report By
 JQ0379  HISTORY     - 1933     MONUMENTED       CGS
 JQ0379  HISTORY     - 1970     GOOD             NGS
 JQ0379
 JQ0379                          STATION DESCRIPTION
 JQ0379
 JQ0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JQ0379'IN IONE.
 JQ0379'AT THE SOUTHWEST CORNER OF THE IONE TAVERN, 2 FEET WEST OF THE WEST
 JQ0379'WALL AND 21 FEET NORTH OF THE CENTER OF THE MAIN ROAD.  THE MARK IS
 JQ0379'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0199 ***********************************************************************
 KQ0199  DESIGNATION -  G 27
 KQ0199  PID         -  KQ0199
 KQ0199  STATE/COUNTY-  NV/LANDER
 KQ0199  USGS QUAD   -  AUSTIN (1988)
 KQ0199
 KQ0199                         *CURRENT SURVEY CONTROL
 KQ0199  ___________________________________________________________________
 KQ0199* NAD 83(1986)-  39 27 51.     (N)    117 07 31.     (W)     SCALED    
 KQ0199* NAVD 88     -      1794.811  (meters)    5888.48   (feet)  ADJUSTED  
 KQ0199  ___________________________________________________________________
 KQ0199  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 KQ0199  DYNAMIC HT  -        1792.993 (meters)    5882.51  (feet)  COMP
 KQ0199  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 KQ0199
 KQ0199  VERT ORDER  -  FIRST     CLASS II
 KQ0199
 KQ0199.The horizontal coordinates were scaled from a topographic map and have
 KQ0199.an estimated accuracy of +/- 6 seconds.
 KQ0199
 KQ0199.The orthometric height was determined by differential leveling
 KQ0199.and adjusted by the National Geodetic Survey in June 1991..
 KQ0199
 KQ0199.The geoid height was determined by GEOID03.
 KQ0199
 KQ0199.The dynamic height is computed by dividing the NAVD 88
 KQ0199.geopotential number by the normal gravity value computed on the
 KQ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0199.degrees latitude (g = 980.6199 gals.).
 KQ0199
 KQ0199.The modeled gravity was interpolated from observed gravity values.
 KQ0199
 KQ0199;                    North         East    Units  Estimated Accuracy
 KQ0199;SPC NV C     - 6,523,230.      460,540.      MT  (+/- 180 meters Scaled)
 KQ0199
 KQ0199                          SUPERSEDED SURVEY CONTROL
 KQ0199
 KQ0199  NGVD 29 (??/??/92) 1793.551  (m)         5884.34   (f) ADJ UNCH    1 2
 KQ0199
 KQ0199.Superseded values are not recommended for survey control.
 KQ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0199.See file dsdata.txt to determine how the superseded data were derived.
 KQ0199
 KQ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD892682(NAD 83)
 KQ0199_MARKER: DB = BENCH MARK DISK
 KQ0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0199_STAMPING: 5884.165 G 27 1933
 KQ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0199+STABILITY: SURFACE MOTION
 KQ0199
 KQ0199  HISTORY     - Date     Condition        Report By
 KQ0199  HISTORY     - 1933     MONUMENTED       CGS
 KQ0199  HISTORY     - 1955     GOOD             NGS
 KQ0199  HISTORY     - 1985     MARK NOT FOUND   NGS
 KQ0199
 KQ0199                          STATION DESCRIPTION
 KQ0199
 KQ0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0199'2.0 MI SW FROM AUSTIN.
 KQ0199'2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE IN
 KQ0199'AUSTIN, LANDER COUNTY, THENCE 3.2 MILES SOUTH ALONG THE BIG CREEK
 KQ0199'ROAD, AND 20 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 KQ0199'DISK, STAMPED 5884.165 G 27 1933 AND SET IN THE TOP OF A CONCRETE POST
 KQ0199'PROJECTING 1 FOOT ABOVE GROUND.
 KQ0199
 KQ0199                          STATION RECOVERY (1985)
 KQ0199
 KQ0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0414 ***********************************************************************
 LR0414  DESIGNATION -  G 28
 LR0414  PID         -  LR0414
 LR0414  STATE/COUNTY-  NV/LANDER
 LR0414  USGS QUAD   -  WATTS (1990)
 LR0414
 LR0414                         *CURRENT SURVEY CONTROL
 LR0414  ___________________________________________________________________
 LR0414* NAD 83(1986)-  40 12 24.     (N)    117 07 47.     (W)     SCALED    
 LR0414* NAVD 88     -      1458.686  (meters)    4785.71   (feet)  ADJUSTED  
 LR0414  ___________________________________________________________________
 LR0414  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 LR0414  DYNAMIC HT  -        1457.372 (meters)    4781.39  (feet)  COMP
 LR0414  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 LR0414
 LR0414  VERT ORDER  -  FIRST     CLASS II
 LR0414
 LR0414.The horizontal coordinates were scaled from a topographic map and have
 LR0414.an estimated accuracy of +/- 6 seconds.
 LR0414
 LR0414.The orthometric height was determined by differential leveling
 LR0414.and adjusted by the National Geodetic Survey in June 1991..
 LR0414
 LR0414.The geoid height was determined by GEOID03.
 LR0414
 LR0414.The dynamic height is computed by dividing the NAVD 88
 LR0414.geopotential number by the normal gravity value computed on the
 LR0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0414.degrees latitude (g = 980.6199 gals.).
 LR0414
 LR0414.The modeled gravity was interpolated from observed gravity values.
 LR0414
 LR0414;                    North         East    Units  Estimated Accuracy
 LR0414;SPC NV C     - 6,605,660.      460,580.      MT  (+/- 180 meters Scaled)
 LR0414
 LR0414                          SUPERSEDED SURVEY CONTROL
 LR0414
 LR0414  NGVD 29 (??/??/92) 1457.538  (m)         4781.94   (f) ADJ UNCH    1 2
 LR0414
 LR0414.Superseded values are not recommended for survey control.
 LR0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0414.See file dsdata.txt to determine how the superseded data were derived.
 LR0414
 LR0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME889507(NAD 83)
 LR0414_MARKER: DB = BENCH MARK DISK
 LR0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0414_STAMPING: 4781.683 G 28 1933
 LR0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0414+STABILITY: SURFACE MOTION
 LR0414
 LR0414  HISTORY     - Date     Condition        Report By
 LR0414  HISTORY     - 1933     MONUMENTED       CGS
 LR0414  HISTORY     - 1934     GOOD             NGS
 LR0414
 LR0414                          STATION DESCRIPTION
 LR0414
 LR0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LR0414'32.0 MI S FROM BATTLE MOUNTAIN.
 LR0414'32.0 MILES SOUTH ALONG THE NEVADA CENTRAL RAILROAD FROM BATTLE
 LR0414'MOUNTAIN, LANDER COUNTY, AT MILEPOST 32, AND 24 FEET EAST OF THE
 LR0414'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 4781.683 G 28 1933
 LR0414'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0004 ***********************************************************************
 LQ0004  DESIGNATION -  G 29
 LQ0004  PID         -  LQ0004
 LQ0004  STATE/COUNTY-  NV/ELKO
 LQ0004  USGS QUAD   -  HARDY CREEK (1982)
 LQ0004
 LQ0004                         *CURRENT SURVEY CONTROL
 LQ0004  ___________________________________________________________________
 LQ0004* NAD 83(1986)-  40 53 29.     (N)    114 26 28.     (W)     SCALED    
 LQ0004* NAVD 88     -      1706.805  (meters)    5599.74   (feet)  ADJUSTED  
 LQ0004  ___________________________________________________________________
 LQ0004  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 LQ0004  DYNAMIC HT  -        1705.358 (meters)    5595.00  (feet)  COMP
 LQ0004  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 LQ0004
 LQ0004  VERT ORDER  -  FIRST     CLASS II
 LQ0004
 LQ0004.The horizontal coordinates were scaled from a topographic map and have
 LQ0004.an estimated accuracy of +/- 6 seconds.
 LQ0004
 LQ0004.The orthometric height was determined by differential leveling
 LQ0004.and adjusted by the National Geodetic Survey in June 1991..
 LQ0004
 LQ0004.The geoid height was determined by GEOID03.
 LQ0004
 LQ0004.The dynamic height is computed by dividing the NAVD 88
 LQ0004.geopotential number by the normal gravity value computed on the
 LQ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0004.degrees latitude (g = 980.6199 gals.).
 LQ0004
 LQ0004.The modeled gravity was interpolated from observed gravity values.
 LQ0004
 LQ0004;                    North         East    Units  Estimated Accuracy
 LQ0004;SPC NV E     - 8,682,210.      296,250.      MT  (+/- 180 meters Scaled)
 LQ0004
 LQ0004                          SUPERSEDED SURVEY CONTROL
 LQ0004
 LQ0004  NGVD 29 (??/??/92) 1705.707  (m)         5596.14   (f) ADJ UNCH    1 2
 LQ0004
 LQ0004.Superseded values are not recommended for survey control.
 LQ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0004.See file dsdata.txt to determine how the superseded data were derived.
 LQ0004
 LQ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF155298(NAD 83)
 LQ0004_MARKER: DB = BENCH MARK DISK
 LQ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0004_STAMPING: 5596.140 G 29 1933
 LQ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0004+STABILITY: SURFACE MOTION
 LQ0004
 LQ0004  HISTORY     - Date     Condition        Report By
 LQ0004  HISTORY     - 1933     MONUMENTED       CGS
 LQ0004
 LQ0004                          STATION DESCRIPTION
 LQ0004
 LQ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0004'2.5 MI N FROM SHAFTER.
 LQ0004'ABOUT 2.5 MILES NORTH ALONG THE NEVADA NORTHERN RAILWAY FROM SHAFTER,
 LQ0004'ELKO COUNTY, 5 FEET NORTH OF MILEPOST 16, AND 50 FEET WEST OF THE
 LQ0004'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 5596.140 G 29 1933
 LQ0004'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 16 INCHES ABOVE
 LQ0004'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0342 ***********************************************************************
 KR0342  DESIGNATION -  G 293 RESET
 KR0342  PID         -  KR0342
 KR0342  STATE/COUNTY-  NV/CHURCHILL
 KR0342  USGS QUAD   -  FALLON (1985)
 KR0342
 KR0342                         *CURRENT SURVEY CONTROL
 KR0342  ___________________________________________________________________
 KR0342* NAD 83(1986)-  39 27 01.     (N)    118 46 55.     (W)     SCALED    
 KR0342* NAVD 88     -      1208.290  (meters)    3964.20   (feet)  ADJUSTED  
 KR0342  ___________________________________________________________________
 KR0342  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 KR0342  DYNAMIC HT  -        1207.247 (meters)    3960.78  (feet)  COMP
 KR0342  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 KR0342
 KR0342  VERT ORDER  -  FIRST     CLASS II
 KR0342
 KR0342.The horizontal coordinates were scaled from a topographic map and have
 KR0342.an estimated accuracy of +/- 6 seconds.
 KR0342
 KR0342.The orthometric height was determined by differential leveling
 KR0342.and adjusted by the National Geodetic Survey in June 1991..
 KR0342
 KR0342.The geoid height was determined by GEOID03.
 KR0342
 KR0342.The dynamic height is computed by dividing the NAVD 88
 KR0342.geopotential number by the normal gravity value computed on the
 KR0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0342.degrees latitude (g = 980.6199 gals.).
 KR0342
 KR0342.The modeled gravity was interpolated from observed gravity values.
 KR0342
 KR0342;                    North         East    Units  Estimated Accuracy
 KR0342;SPC NV W     - 4,521,600.      782,910.      MT  (+/- 180 meters Scaled)
 KR0342
 KR0342                          SUPERSEDED SURVEY CONTROL
 KR0342
 KR0342  NGVD 29 (??/??/92) 1207.332  (m)         3961.06   (f) ADJ UNCH    1 2
 KR0342
 KR0342.Superseded values are not recommended for survey control.
 KR0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0342.See file dsdata.txt to determine how the superseded data were derived.
 KR0342
 KR0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD466682(NAD 83)
 KR0342_MARKER: DB = BENCH MARK DISK
 KR0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0342_SP_SET: CONCRETE POST
 KR0342_STAMPING: G 293 RESET 1953
 KR0342_MARK LOGO: CGS   
 KR0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0342+STABILITY: SURFACE MOTION
 KR0342
 KR0342  HISTORY     - Date     Condition        Report By
 KR0342  HISTORY     - 1953     MONUMENTED       CGS
 KR0342  HISTORY     - 1967     GOOD             NGS
 KR0342  HISTORY     - 1986     GOOD             NGS
 KR0342
 KR0342                          STATION DESCRIPTION
 KR0342
 KR0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0342'1.9 MI S FROM FALLON.
 KR0342'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0342'FROM THE CITY HALL AT FALLON, THENCE 1.85 MILES SOUTH ALONG U.S.
 KR0342'HIGHWAY 95, IN SECTION 1, T 18 N, R 28 E, 48 FEET WEST OF THE CENTER
 KR0342'LINE OF THE HIGHWAY, 34 FEET SOUTH OF THE CENTER LINE OF THE MORE
 KR0342'SOUTHERLY PRIVATE DRIVEWAY THAT LEADS WEST TO A FARM HOUSE, 35 FEET
 KR0342'NORTH OF POWER POLE NUMBER 3-17 FG, 5 FEET SOUTH OF A FENCE CORNER
 KR0342'POST, 2 FEET EAST OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST,
 KR0342'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 KR0342'CONCRETE POST ABOUT 12 INCHES BELOW THE LEVEL OF THE GROUND.
 KR0342
 KR0342                          STATION RECOVERY (1986)
 KR0342
 KR0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0776 ***********************************************************************
 JR0776  DESIGNATION -  G 294
 JR0776  PID         -  JR0776
 JR0776  STATE/COUNTY-  NV/MINERAL
 JR0776  USGS QUAD   -  PILOT CONE (1976)
 JR0776
 JR0776                         *CURRENT SURVEY CONTROL
 JR0776  ___________________________________________________________________
 JR0776* NAD 83(1986)-  38 59 54.     (N)    118 22 50.     (W)     SCALED    
 JR0776* NAVD 88     -      1477.20   (+/-2cm)    4846.4    (feet)  VERTCON   
 JR0776  ___________________________________________________________________
 JR0776  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 JR0776
 JR0776  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0776
 JR0776.The horizontal coordinates were scaled from a topographic map and have
 JR0776.an estimated accuracy of +/- 6 seconds.
 JR0776
 JR0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0776.The vertical order pertains to the NGVD 29 superseded value.
 JR0776
 JR0776.The geoid height was determined by GEOID03.
 JR0776
 JR0776;                    North         East    Units  Estimated Accuracy
 JR0776;SPC NV W     - 4,471,430.      817,570.      MT  (+/- 180 meters Scaled)
 JR0776
 JR0776                          SUPERSEDED SURVEY CONTROL
 JR0776
 JR0776  NGVD 29 (??/??/92) 1476.117  (m)         4842.89   (f) ADJ UNCH    1 2
 JR0776
 JR0776.Superseded values are not recommended for survey control.
 JR0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0776.See file dsdata.txt to determine how the superseded data were derived.
 JR0776
 JR0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD804174(NAD 83)
 JR0776_MARKER: DB = BENCH MARK DISK
 JR0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0776_STAMPING: G 294 1940
 JR0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0776+STABILITY: SURFACE MOTION
 JR0776
 JR0776  HISTORY     - Date     Condition        Report By
 JR0776  HISTORY     - 1940     MONUMENTED       CGS
 JR0776  HISTORY     - 1955     GOOD             NGS
 JR0776
 JR0776                          STATION DESCRIPTION
 JR0776
 JR0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0776'1.4 MI SE FROM RAWHIDE.
 JR0776'0.5 MILE SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE GRUTT
 JR0776'BROTHERS MINING COMPANY OFFICE AT RAWHIDE, THENCE 0.9 MILE SOUTH
 JR0776'ALONG A TRACK ROAD, ON THE SOUTHEAST SLOPE OF A GRADE, ABOUT 30
 JR0776'YARDS WEST OF THE NORTHWEST END OF A LOW RISE NORTHEAST OF THE
 JR0776'ROAD, 12 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.8
 JR0776'FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 JR0776'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 JR0776'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0824 ***********************************************************************
 JR0824  DESIGNATION -  G 295
 JR0824  PID         -  JR0824
 JR0824  STATE/COUNTY-  NV/NYE
 JR0824  USGS QUAD   -  MOUNT ANNIE SE (1979)
 JR0824
 JR0824                         *CURRENT SURVEY CONTROL
 JR0824  ___________________________________________________________________
 JR0824* NAD 83(1986)-  38 50 11.     (N)    118 05 28.     (W)     SCALED    
 JR0824* NAVD 88     -      1332.43   (+/-2cm)    4371.5    (feet)  VERTCON   
 JR0824  ___________________________________________________________________
 JR0824  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 JR0824
 JR0824  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0824
 JR0824.The horizontal coordinates were scaled from a topographic map and have
 JR0824.an estimated accuracy of +/- 6 seconds.
 JR0824
 JR0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0824.The vertical order pertains to the NGVD 29 superseded value.
 JR0824
 JR0824.The geoid height was determined by GEOID03.
 JR0824
 JR0824;                    North         East    Units  Estimated Accuracy
 JR0824;SPC NV C     - 6,454,400.      376,330.      MT  (+/- 180 meters Scaled)
 JR0824
 JR0824                          SUPERSEDED SURVEY CONTROL
 JR0824
 JR0824  NGVD 29 (??/??/92) 1331.392  (m)         4368.08   (f) ADJ UNCH    1 2
 JR0824
 JR0824.Superseded values are not recommended for survey control.
 JR0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0824.See file dsdata.txt to determine how the superseded data were derived.
 JR0824
 JR0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC053991(NAD 83)
 JR0824_MARKER: DB = BENCH MARK DISK
 JR0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0824_STAMPING: G 295 1940
 JR0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0824+STABILITY: SURFACE MOTION
 JR0824
 JR0824  HISTORY     - Date     Condition        Report By
 JR0824  HISTORY     - 1940     MONUMENTED       CGS
 JR0824  HISTORY     - 1955     GOOD             NGS
 JR0824
 JR0824                          STATION DESCRIPTION
 JR0824
 JR0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0824'10.2 MI SE FROM HOT SPRING.
 JR0824'0.2 MILE SOUTH ALONG A TRACK ROAD FROM HOT SPRING, THENCE 2.7
 JR0824'MILES SOUTH ALONG A GRADED ROAD, THENCE 7.3 MILES SOUTHEAST ALONG
 JR0824'A NARROW DIRT ROAD, 29 FEET SOUTH OF THE SOUTH BANK OF A DRY
 JR0824'WASH, 11 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET
 JR0824'NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD,
 JR0824'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 JR0824'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0152 ***********************************************************************
 JQ0152  DESIGNATION -  G 297
 JQ0152  PID         -  JQ0152
 JQ0152  STATE/COUNTY-  NV/NYE
 JQ0152  USGS QUAD   -  EAST OF TONOPAH (1987)
 JQ0152
 JQ0152                         *CURRENT SURVEY CONTROL
 JQ0152  ___________________________________________________________________
 JQ0152* NAD 83(1986)-  38 04 24.     (N)    117 05 27.     (W)     SCALED    
 JQ0152* NAVD 88     -      1657.838  (meters)    5439.09   (feet)  ADJUSTED  
 JQ0152  ___________________________________________________________________
 JQ0152  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 JQ0152  DYNAMIC HT  -        1656.014 (meters)    5433.11  (feet)  COMP
 JQ0152  MODELED GRAV-     979,470.4   (mgal)                       NAVD 88
 JQ0152
 JQ0152  VERT ORDER  -  FIRST     CLASS II
 JQ0152
 JQ0152.This mark is at Tonopah Airport (TPH)
 JQ0152
 JQ0152.The horizontal coordinates were scaled from a topographic map and have
 JQ0152.an estimated accuracy of +/- 6 seconds.
 JQ0152
 JQ0152.The orthometric height was determined by differential leveling
 JQ0152.and adjusted by the National Geodetic Survey in June 1991..
 JQ0152
 JQ0152.The geoid height was determined by GEOID03.
 JQ0152
 JQ0152.The dynamic height is computed by dividing the NAVD 88
 JQ0152.geopotential number by the normal gravity value computed on the
 JQ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0152.degrees latitude (g = 980.6199 gals.).
 JQ0152
 JQ0152.The modeled gravity was interpolated from observed gravity values.
 JQ0152
 JQ0152;                    North         East    Units  Estimated Accuracy
 JQ0152;SPC NV C     - 6,368,830.      462,790.      MT  (+/- 180 meters Scaled)
 JQ0152
 JQ0152                          SUPERSEDED SURVEY CONTROL
 JQ0152
 JQ0152  NGVD 29 (??/??/92) 1656.658  (m)         5435.22   (f) ADJ UNCH    1 2
 JQ0152
 JQ0152.Superseded values are not recommended for survey control.
 JQ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0152.See file dsdata.txt to determine how the superseded data were derived.
 JQ0152
 JQ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC920139(NAD 83)
 JQ0152_MARKER: DB = BENCH MARK DISK
 JQ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0152_STAMPING: G 297 1945
 JQ0152_MARK LOGO: CGS   
 JQ0152_PROJECTION: PROJECTING 15 CENTIMETERS
 JQ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0152+STABILITY: SURFACE MOTION
 JQ0152
 JQ0152  HISTORY     - Date     Condition        Report By
 JQ0152  HISTORY     - 1945     MONUMENTED       CGS
 JQ0152  HISTORY     - 1977     GOOD             NGS
 JQ0152  HISTORY     - 1984     GOOD             NGS
 JQ0152  HISTORY     - 1985     GOOD             USGS
 JQ0152  HISTORY     - 1985     GOOD             USGS
 JQ0152
 JQ0152                          STATION DESCRIPTION
 JQ0152
 JQ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JQ0152'IN TONOPAH ARMY AIR FIELD.
 JQ0152'AT TONOPAH ARMY AIR FIELD, 110 FEET SOUTH OF THE CENTER-LINE OF U. S.
 JQ0152'HIGHWAY NO. 6, 77 FEET EAST OF THE CENTER OF THE EAST GATE TO THE
 JQ0152'TONOPAH ARMY AIR FIELD, 1.9 FEET NORTH OF A BARBWIRE FENCE, 2.5 FEET
 JQ0152'WEST OF A WITNESS POST AND PROJECTING ABOUT 0.7 FOOT ABOVE THE GROUND.
 JQ0152'STAMPED G 297 1945.
 JQ0152
 JQ0152                          STATION RECOVERY (1977)
 JQ0152
 JQ0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JQ0152'RECOVERED IN GOOD CONDITION.
 JQ0152
 JQ0152                          STATION RECOVERY (1984)
 JQ0152
 JQ0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0152'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0152'11.9 KM (7.45 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0152'HIGHWAY 95 AT TONOPAH, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF
 JQ0152'A DIRT ROAD, 0.25 KM (0.15 MI) EAST OF MILEPOST 9, 60.0 METERS
 JQ0152'(197 FT) SOUTH OF THE HIGHWAY CENTERLINE AND 23.4 METERS (77 FT) EAST
 JQ0152'OF THE CENTER OF THE DIRT ROAD.
 JQ0152'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 JQ0152'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 JQ0152
 JQ0152                          STATION RECOVERY (1985)
 JQ0152
 JQ0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JQ0152'RECOVERED IN GOOD CONDITION.
 JQ0152
 JQ0152                          STATION RECOVERY (1985)
 JQ0152
 JQ0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JQ0152'AT TONOPAH AIRPORT, 77 FEET EAST OF THE CENTERLINE OF THE ROAD
 JQ0152'LEADING TO THE AIRPORT , 110 FEET SOUTH OF THE CENTER LINE OF U.S.
 JQ0152'HWY 6, 1.9 FEET NORTH OF A BARBWIRE FENCE , 2.5 FEET WEST OF A
 JQ0152'WITNESS POST, A STANDARD TABLET SET IN THE TOP OF A CONCRETE POST
 JQ0152'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0207 ***********************************************************************
 LS0207  DESIGNATION -  G 298
 LS0207  PID         -  LS0207
 LS0207  STATE/COUNTY-  NV/PERSHING
 LS0207  USGS QUAD   -  BUENA VISTA HILLS NORTH (1987)
 LS0207
 LS0207                         *CURRENT SURVEY CONTROL
 LS0207  ___________________________________________________________________
 LS0207* NAD 83(1986)-  40 07 19.     (N)    118 11 38.     (W)     SCALED    
 LS0207* NAVD 88     -      1302.327  (meters)    4272.72   (feet)  ADJUSTED  
 LS0207  ___________________________________________________________________
 LS0207  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 LS0207  DYNAMIC HT  -        1301.279 (meters)    4269.28  (feet)  COMP
 LS0207  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 LS0207
 LS0207  VERT ORDER  -  SECOND    CLASS 0
 LS0207
 LS0207.The horizontal coordinates were scaled from a topographic map and have
 LS0207.an estimated accuracy of +/- 6 seconds.
 LS0207
 LS0207.The orthometric height was determined by differential leveling
 LS0207.and adjusted by the National Geodetic Survey in June 1991..
 LS0207
 LS0207.The geoid height was determined by GEOID03.
 LS0207
 LS0207.The dynamic height is computed by dividing the NAVD 88
 LS0207.geopotential number by the normal gravity value computed on the
 LS0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0207.degrees latitude (g = 980.6199 gals.).
 LS0207
 LS0207.The modeled gravity was interpolated from observed gravity values.
 LS0207
 LS0207;                    North         East    Units  Estimated Accuracy
 LS0207;SPC NV W     - 4,596,220.      833,190.      MT  (+/- 180 meters Scaled)
 LS0207
 LS0207                          SUPERSEDED SURVEY CONTROL
 LS0207
 LS0207  NGVD 29 (??/??/92) 1301.348  (m)         4269.51   (f) ADJ UNCH    2 0
 LS0207
 LS0207.Superseded values are not recommended for survey control.
 LS0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0207.See file dsdata.txt to determine how the superseded data were derived.
 LS0207
 LS0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE982419(NAD 83)
 LS0207_MARKER: DB = BENCH MARK DISK
 LS0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0207_STAMPING: G 298 1945
 LS0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0207+STABILITY: SURFACE MOTION
 LS0207
 LS0207  HISTORY     - Date     Condition        Report By
 LS0207  HISTORY     - 1945     MONUMENTED       CGS
 LS0207  HISTORY     - 1982     GOOD             USGS
 LS0207
 LS0207                          STATION DESCRIPTION
 LS0207
 LS0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LS0207'21.2 MI NE FROM LOVELOCK.
 LS0207'6.25 MILES NORTHEAST ALONG U. S. HIGHWAY 40 FROM THE POST OFFICE AT
 LS0207'LOVELOCK, THENCE 14.95 MILES EAST ALONG THE HUMBOLDT AIRPORT ROAD, IN
 LS0207'LINE WITH TELEPHONE POLES, 0.5 MILE DIRECTLY SOUTHWEST OF A RED HILL,
 LS0207'51 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 7.8 FEET SOUTHEAST OF
 LS0207'THIRD POLE NORTHWEST OF A DRY WASH, 2.3 FEET SOUTHWEST OF A REFERENCE
 LS0207'POST, SET IN THE TOP OF A CONCRETE POST.
 LS0207
 LS0207                          STATION RECOVERY (1982)
 LS0207
 LS0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LS0207'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JCT. OF MAIN
 LS0207'STREET AT LOVELOCK. 6.8 MILES NORTHEAST ALONG BUSINESS I-80 FROM THE
 LS0207'JCT. OF MAIN ST. AT LOVELOCK, THENCE 13.9 MILES EAST ALONG STATE
 LS0207'HIGHWAY 857 TOWARD COAL CANYON TO ROAD, JCT SOUTHEAST THENCE 0.1 MILE
 LS0207'SOUTHEAST ALONG ROAD, 49 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LS0207'ROAD, 7.8 FEET SOUTHEAST OF THE THIRD POLE NORTHWEST OF A DRY WASH,
 LS0207'IN LINE WITH THE TELEPHONE POLES. AN IRON BENCH-MARK DISK, STAMPED 'G
 LS0207'298 1945' AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0013 ***********************************************************************
 HP0013  DESIGNATION -  G 3
 HP0013  PID         -  HP0013
 HP0013  STATE/COUNTY-  NV/LINCOLN
 HP0013  USGS QUAD   -  UVADA (1972)
 HP0013
 HP0013                         *CURRENT SURVEY CONTROL
 HP0013  ___________________________________________________________________
 HP0013* NAD 83(1986)-  37 39 40.     (N)    114 07 24.     (W)     SCALED    
 HP0013* NAVD 88     -      1825.286  (meters)    5988.46   (feet)  ADJUSTED  
 HP0013  ___________________________________________________________________
 HP0013  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 HP0013  DYNAMIC HT  -        1823.161 (meters)    5981.49  (feet)  COMP
 HP0013  MODELED GRAV-     979,400.9   (mgal)                       NAVD 88
 HP0013
 HP0013  VERT ORDER  -  FIRST     CLASS II
 HP0013
 HP0013.The horizontal coordinates were scaled from a topographic map and have
 HP0013.an estimated accuracy of +/- 6 seconds.
 HP0013
 HP0013.The orthometric height was determined by differential leveling
 HP0013.and adjusted by the National Geodetic Survey in June 1991..
 HP0013
 HP0013.The geoid height was determined by GEOID03.
 HP0013
 HP0013.The dynamic height is computed by dividing the NAVD 88
 HP0013.geopotential number by the normal gravity value computed on the
 HP0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0013.degrees latitude (g = 980.6199 gals.).
 HP0013
 HP0013.The modeled gravity was interpolated from observed gravity values.
 HP0013
 HP0013;                    North         East    Units  Estimated Accuracy
 HP0013;SPC NV E     - 8,324,000.      328,810.      MT  (+/- 180 meters Scaled)
 HP0013
 HP0013                          SUPERSEDED SURVEY CONTROL
 HP0013
 HP0013  NGVD 29 (??/??/92) 1824.018  (m)         5984.30   (f) ADJ UNCH    1 2
 HP0013
 HP0013.Superseded values are not recommended for survey control.
 HP0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0013.See file dsdata.txt to determine how the superseded data were derived.
 HP0013
 HP0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB537721(NAD 83)
 HP0013_MARKER: DB = BENCH MARK DISK
 HP0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0013+STABILITY: SURFACE MOTION
 HP0013
 HP0013  HISTORY     - Date     Condition        Report By
 HP0013  HISTORY     - UNK      MONUMENTED       CGS
 HP0013  HISTORY     - 1950     GOOD             NGS
 HP0013
 HP0013                          STATION DESCRIPTION
 HP0013
 HP0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HP0013'IN CRESTLINE.
 HP0013'AT CRESTLINE, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD, 16 FEET
 HP0013'NORTH OF THE STATION SIGN, 75 FEET EAST OF THE CENTER LINE OF THE MAIN
 HP0013'TRACK, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  THE BOTTOM OF A SQUARE
 HP0013'HOLE IN THE TOP OF A STONE POST.  NEAR THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0215 ***********************************************************************
 LQ0215  DESIGNATION -  G 30
 LQ0215  PID         -  LQ0215
 LQ0215  STATE/COUNTY-  NV/ELKO
 LQ0215  USGS QUAD   -  CURRIE (1982)
 LQ0215
 LQ0215                         *CURRENT SURVEY CONTROL
 LQ0215  ___________________________________________________________________
 LQ0215* NAD 83(1986)-  40 18 26.     (N)    114 43 43.     (W)     SCALED    
 LQ0215* NAVD 88     -      1754.341  (meters)    5755.70   (feet)  ADJUSTED  
 LQ0215  ___________________________________________________________________
 LQ0215  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 LQ0215  DYNAMIC HT  -        1752.740 (meters)    5750.45  (feet)  COMP
 LQ0215  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 LQ0215
 LQ0215  VERT ORDER  -  FIRST     CLASS II
 LQ0215
 LQ0215.The horizontal coordinates were scaled from a topographic map and have
 LQ0215.an estimated accuracy of +/- 6 seconds.
 LQ0215
 LQ0215.The orthometric height was determined by differential leveling
 LQ0215.and adjusted by the National Geodetic Survey in June 1991..
 LQ0215
 LQ0215.The geoid height was determined by GEOID03.
 LQ0215
 LQ0215.The dynamic height is computed by dividing the NAVD 88
 LQ0215.geopotential number by the normal gravity value computed on the
 LQ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0215.degrees latitude (g = 980.6199 gals.).
 LQ0215
 LQ0215.The modeled gravity was interpolated from observed gravity values.
 LQ0215
 LQ0215;                    North         East    Units  Estimated Accuracy
 LQ0215;SPC NV E     - 8,617,070.      272,650.      MT  (+/- 180 meters Scaled)
 LQ0215
 LQ0215                          SUPERSEDED SURVEY CONTROL
 LQ0215
 LQ0215  NGVD 29 (??/??/92) 1753.208  (m)         5751.98   (f) ADJ UNCH    1 2
 LQ0215
 LQ0215.Superseded values are not recommended for survey control.
 LQ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0215.See file dsdata.txt to determine how the superseded data were derived.
 LQ0215
 LQ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE930643(NAD 83)
 LQ0215_MARKER: DB = BENCH MARK DISK
 LQ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0215_STAMPING: 5751.983 G 30 1933
 LQ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0215+STABILITY: SURFACE MOTION
 LQ0215
 LQ0215  HISTORY     - Date     Condition        Report By
 LQ0215  HISTORY     - 1933     MONUMENTED       CGS
 LQ0215
 LQ0215                          STATION DESCRIPTION
 LQ0215
 LQ0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0215'3.0 MI N FROM CURRIE.
 LQ0215'ABOUT 3.0 MILES NORTH ALONG THE NEVADA NORTHERN RAILWAY FROM CURRIE,
 LQ0215'ELKO COUNTY, 95 FEET EAST OF MILEPOST 60, AND 46 FEET EAST OF THE
 LQ0215'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 5751.983 G 30 1933
 LQ0215'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 9 INCHES ABOVE
 LQ0215'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0786 ***********************************************************************
 GR0786  DESIGNATION -  G 301
 GR0786  PID         -  GR0786
 GR0786  STATE/COUNTY-  NV/CLARK
 GR0786  USGS QUAD   -  MOAPA WEST (1983)
 GR0786
 GR0786                         *CURRENT SURVEY CONTROL
 GR0786  ___________________________________________________________________
 GR0786* NAD 83(1986)-  36 41 43.     (N)    114 38 56.     (W)     SCALED    
 GR0786* NAVD 88     -       551.667  (meters)    1809.93   (feet)  ADJUSTED  
 GR0786  ___________________________________________________________________
 GR0786  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 GR0786  DYNAMIC HT  -         551.137 (meters)    1808.19  (feet)  COMP
 GR0786  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 GR0786
 GR0786  VERT ORDER  -  FIRST     CLASS I
 GR0786
 GR0786.The horizontal coordinates were scaled from a topographic map and have
 GR0786.an estimated accuracy of +/- 6 seconds.
 GR0786
 GR0786.The orthometric height was determined by differential leveling
 GR0786.and adjusted by the National Geodetic Survey in June 1991..
 GR0786
 GR0786.The geoid height was determined by GEOID03.
 GR0786
 GR0786.The dynamic height is computed by dividing the NAVD 88
 GR0786.geopotential number by the normal gravity value computed on the
 GR0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0786.degrees latitude (g = 980.6199 gals.).
 GR0786
 GR0786.The modeled gravity was interpolated from observed gravity values.
 GR0786
 GR0786;                    North         East    Units  Estimated Accuracy
 GR0786;SPC NV E     - 8,216,220.      283,500.      MT  (+/- 180 meters Scaled)
 GR0786
 GR0786                          SUPERSEDED SURVEY CONTROL
 GR0786
 GR0786  NGVD 29 (??/??/92)  551.013  (m)         1807.78   (f) ADJ UNCH    1 1
 GR0786
 GR0786.Superseded values are not recommended for survey control.
 GR0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0786.See file dsdata.txt to determine how the superseded data were derived.
 GR0786
 GR0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA100636(NAD 83)
 GR0786_MARKER: DB = BENCH MARK DISK
 GR0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0786_STAMPING: G 301 1941
 GR0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0786+STABILITY: SURFACE MOTION
 GR0786
 GR0786  HISTORY     - Date     Condition        Report By
 GR0786  HISTORY     - 1941     MONUMENTED       CGS
 GR0786  HISTORY     - 1949     GOOD             NGS
 GR0786
 GR0786                          STATION DESCRIPTION
 GR0786
 GR0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0786'2.3 MI NW FROM MOAPA.
 GR0786'0.3 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0786'MOAPA, THENCE 2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93, AT THE TOP OF
 GR0786'A SMALL RISE, 162 1/2 FEET SOUTHWEST OF A POWER LINE POLE, 128.7 FEET
 GR0786'EAST OF THE CENTER OF THE NORTHEAST END OF AN 18-INCH CORRUGATED METAL
 GR0786'PIPE CULVERT, 46.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GR0786'2.9 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 GR0786'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT
 GR0786'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0574 ***********************************************************************
 GR0574  DESIGNATION -  G 301 HOOVER DAM
 GR0574  PID         -  GR0574
 GR0574  STATE/COUNTY-  NV/CLARK
 GR0574  USGS QUAD   -  HOOVER DAM (1997)
 GR0574
 GR0574                         *CURRENT SURVEY CONTROL
 GR0574  ___________________________________________________________________
 GR0574* NAD 83(1986)-  36 00 54.     (N)    114 44 27.     (W)     SCALED    
 GR0574* NAVD 88     -       383.900  (meters)    1259.51   (feet)  ADJUSTED  
 GR0574  ___________________________________________________________________
 GR0574  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0574  DYNAMIC HT  -         383.523 (meters)    1258.28  (feet)  COMP
 GR0574  MODELED GRAV-     979,641.6   (mgal)                       NAVD 88
 GR0574
 GR0574  VERT ORDER  -  FIRST     CLASS I
 GR0574
 GR0574.The horizontal coordinates were scaled from a topographic map and have
 GR0574.an estimated accuracy of +/- 6 seconds.
 GR0574
 GR0574.The orthometric height was determined by differential leveling
 GR0574.and adjusted by the National Geodetic Survey in June 1991..
 GR0574
 GR0574.The geoid height was determined by GEOID03.
 GR0574
 GR0574.The dynamic height is computed by dividing the NAVD 88
 GR0574.geopotential number by the normal gravity value computed on the
 GR0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0574.degrees latitude (g = 980.6199 gals.).
 GR0574
 GR0574.The modeled gravity was interpolated from observed gravity values.
 GR0574
 GR0574;                    North         East    Units  Estimated Accuracy
 GR0574;SPC NV E     - 8,140,660.      275,940.      MT  (+/- 180 meters Scaled)
 GR0574
 GR0574                          SUPERSEDED SURVEY CONTROL
 GR0574
 GR0574  NGVD 29 (??/??/92)  383.192  (m)         1257.19   (f) ADJ UNCH    1 1
 GR0574
 GR0574.Superseded values are not recommended for survey control.
 GR0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0574.See file dsdata.txt to determine how the superseded data were derived.
 GR0574
 GR0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV035879(NAD 83)
 GR0574_MARKER: DB = BENCH MARK DISK
 GR0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0574_SP_SET: RETAINING WALL
 GR0574_STAMPING: G 301 1940
 GR0574_MARK LOGO: CGS   
 GR0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0574
 GR0574  HISTORY     - Date     Condition        Report By
 GR0574  HISTORY     - 1940     MONUMENTED       CGS
 GR0574  HISTORY     - 1950     GOOD             NGS
 GR0574  HISTORY     - 1963     GOOD             NGS
 GR0574  HISTORY     - 1981     GOOD             NGS
 GR0574  HISTORY     - 1982     SEE DESCRIPTION  NGS
 GR0574  HISTORY     - 1990     GOOD             USPSQD
 GR0574  HISTORY     - 19961102 MARK NOT FOUND   USPSQD
 GR0574
 GR0574                          STATION DESCRIPTION
 GR0574
 GR0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0574'0.1 MI SW FROM HOOVER DAM.
 GR0574'ABOUT 181 YARDS SOUTHWEST ALONG U. S. HIGHWAY 93 FROM THE NORTHWEST
 GR0574'(NEVADA) END OF HOOVER DAM, ABOUT 95 YARDS SOUTHWEST OF B. M. C 174,
 GR0574'IN THE TOP OF THE RAISED SECTION OF A RETAINING WALL, 17.8 FEET WEST
 GR0574'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 1/2 FEET HIGHER THAN
 GR0574'THE HIGHWAY.
 GR0574
 GR0574                          STATION RECOVERY (1963)
 GR0574
 GR0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0574'RECOVERED IN GOOD CONDITION.
 GR0574
 GR0574                          STATION RECOVERY (1981)
 GR0574
 GR0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0574'RECOVERED IN GOOD CONDITION. THE MARK IS EAST OF THE HIGHWAY NOT WEST
 GR0574'DESCRIBED.
 GR0574
 GR0574                          STATION RECOVERY (1982)
 GR0574
 GR0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0574'RECOVERED AS DESCRIBED.
 GR0574
 GR0574                          STATION RECOVERY (1990)
 GR0574
 GR0574'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0574'RECOVERED IN GOOD CONDITION.
 GR0574
 GR0574                          STATION RECOVERY (1996)
 GR0574
 GR0574'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0191 ***********************************************************************
 HP0191  DESIGNATION -  G 304
 HP0191  PID         -  HP0191
 HP0191  STATE/COUNTY-  NV/LINCOLN
 HP0191  USGS QUAD   -  LOWER PAHRANAGAT LAKE NW (1969)
 HP0191
 HP0191                         *CURRENT SURVEY CONTROL
 HP0191  ___________________________________________________________________
 HP0191* NAD 83(1986)-  37 08 38.     (N)    115 08 23.     (W)     SCALED    
 HP0191* NAVD 88     -      1219.173  (meters)    3999.90   (feet)  ADJUSTED  
 HP0191  ___________________________________________________________________
 HP0191  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 HP0191  DYNAMIC HT  -        1217.881 (meters)    3995.66  (feet)  COMP
 HP0191  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 HP0191
 HP0191  VERT ORDER  -  SECOND    CLASS 0
 HP0191
 HP0191.The horizontal coordinates were scaled from a topographic map and have
 HP0191.an estimated accuracy of +/- 6 seconds.
 HP0191
 HP0191.The orthometric height was determined by differential leveling
 HP0191.and adjusted by the National Geodetic Survey in June 1991..
 HP0191
 HP0191.The geoid height was determined by GEOID03.
 HP0191
 HP0191.The dynamic height is computed by dividing the NAVD 88
 HP0191.geopotential number by the normal gravity value computed on the
 HP0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0191.degrees latitude (g = 980.6199 gals.).
 HP0191
 HP0191.The modeled gravity was interpolated from observed gravity values.
 HP0191
 HP0191;                    North         East    Units  Estimated Accuracy
 HP0191;SPC NV E     - 8,265,690.      239,410.      MT  (+/- 180 meters Scaled)
 HP0191
 HP0191                          SUPERSEDED SURVEY CONTROL
 HP0191
 HP0191  NGVD 29 (??/??/92) 1218.301  (m)         3997.04   (f) ADJ UNCH    2 0
 HP0191
 HP0191.Superseded values are not recommended for survey control.
 HP0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0191.See file dsdata.txt to determine how the superseded data were derived.
 HP0191
 HP0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB652124(NAD 83)
 HP0191_MARKER: DB = BENCH MARK DISK
 HP0191_SETTING: 66 = SET IN ROCK OUTCROP
 HP0191_SP_SET: SET IN ROCK OUTCROP
 HP0191_STAMPING: G 304 1941
 HP0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0191+STABILITY: POSITION/ELEVATION WELL
 HP0191
 HP0191  HISTORY     - Date     Condition        Report By
 HP0191  HISTORY     - 1941     MONUMENTED       CGS
 HP0191
 HP0191                          STATION DESCRIPTION
 HP0191
 HP0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0191'12.0 MI SE FROM ALAMO.
 HP0191'ABOUT 12.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0191'AT ALAMO, LINCOLN COUNTY, THENCE ABOUT 7.0 MILES SOUTH ALONG A ROAD
 HP0191'LEADING TO THE CROSSING OF U.S. HIGHWAY 95, ON THE TOP OF A SMALL
 HP0191'RIDGE BETWEEN THE ROAD AND A SMALL RAVINE, 24.0 FEET EAST OF THE
 HP0191'CENTER LINE OF THE ROAD, IN THE TOP OF A 5-FOOT QUARTZ ROCK, ABOUT 1.6
 HP0191'FEET ABOVE GROUND, AND ABOUT 2.0 FEET HIGHER THAN THE ROAD.  A
 HP0191'STANDARD DISK, STAMPED G 304 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0888 ***********************************************************************
 GR0888  DESIGNATION -  G 305
 GR0888  PID         -  GR0888
 GR0888  STATE/COUNTY-  NV/CLARK
 GR0888  USGS QUAD   -  BLACK HILLS NW (1973)
 GR0888
 GR0888                         *CURRENT SURVEY CONTROL
 GR0888  ___________________________________________________________________
 GR0888* NAD 83(1986)-  36 39 58.     (N)    115 29 40.     (W)     SCALED    
 GR0888* NAVD 88     -       952.958  (meters)    3126.50   (feet)  ADJUSTED  
 GR0888  ___________________________________________________________________
 GR0888  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 GR0888  DYNAMIC HT  -         951.950 (meters)    3123.19  (feet)  COMP
 GR0888  MODELED GRAV-     979,542.0   (mgal)                       NAVD 88
 GR0888
 GR0888  VERT ORDER  -  SECOND    CLASS 0
 GR0888
 GR0888.The horizontal coordinates were scaled from a topographic map and have
 GR0888.an estimated accuracy of +/- 6 seconds.
 GR0888
 GR0888.The orthometric height was determined by differential leveling
 GR0888.and adjusted by the National Geodetic Survey in June 1991..
 GR0888
 GR0888.The geoid height was determined by GEOID03.
 GR0888
 GR0888.The dynamic height is computed by dividing the NAVD 88
 GR0888.geopotential number by the normal gravity value computed on the
 GR0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0888.degrees latitude (g = 980.6199 gals.).
 GR0888
 GR0888.The modeled gravity was interpolated from observed gravity values.
 GR0888
 GR0888;                    North         East    Units  Estimated Accuracy
 GR0888;SPC NV E     - 8,212,580.      207,950.      MT  (+/- 180 meters Scaled)
 GR0888
 GR0888                          SUPERSEDED SURVEY CONTROL
 GR0888
 GR0888  NGVD 29 (??/??/92)  952.169  (m)         3123.91   (f) ADJ UNCH    2 0
 GR0888
 GR0888.Superseded values are not recommended for survey control.
 GR0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0888.See file dsdata.txt to determine how the superseded data were derived.
 GR0888
 GR0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA345588(NAD 83)
 GR0888_MARKER: DB = BENCH MARK DISK
 GR0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0888_STAMPING: G 305 1941
 GR0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0888+STABILITY: SURFACE MOTION
 GR0888
 GR0888  HISTORY     - Date     Condition        Report By
 GR0888  HISTORY     - 1941     MONUMENTED       CGS
 GR0888  HISTORY     - 1973     GOOD             USGS
 GR0888
 GR0888                          STATION DESCRIPTION
 GR0888
 GR0888'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR0888'18.5 MI NE FROM INDIAN SPRINGS.
 GR0888'ABOUT 6.6 MI SE. ALONG U.S. HWY. 95 FROM THE POST OFFICE AT INDIAN
 GR0888'SPRINGS TO RD. JCT. LEADING NE., THENCE 1.3 MI NE. TO JCT. OF TRACK
 GR0888'RD. ALONG NE. SIDE OF DISMANTLED RR., THENCE 1.0 MI ESE. ALONG TRACK
 GR0888'RD., THENCE 1.7 MI NE. ALONG TRACK RD. TO A LINE OF WRECKED VEHICLES
 GR0888'AT SW. EDGE OF DRY LAKE, THENCE 4.9 MI NNE. ACROSS COUNTRY ON DRY LAKE
 GR0888'BED TO AN ABANDONED TRACK RD. AT NW. EDGE OF DRY LAKE, THENCE 2.0 MI
 GR0888'NORTH ALONG ABANDONED TRACK RD. TO JCT. WITH BLADED GRAVEL RD., THENCE
 GR0888'1 MI NNE. ALONG BLADED GRAVEL RD., 18 FT EAST OF THE C/L OF THE RD.,
 GR0888'3.0 FT SOUTH OF A WHITE WOODEN POST STENCILED U.S.B.M. PROJECTING
 GR0888'ABOUT 2.0 FT ABOVE GROUND.  A STD. DISK, STAMPED G 305 1941, SET IN
 GR0888'TOP OF A CONC. POST PROJECTING 0.6 FT.  NOTE-- MARK LIES WITHIN THE
 GR0888'BOUNDARY OF NELLIS AIR FORCE RANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1366 ***********************************************************************
 KR1366  DESIGNATION -  G 306
 KR1366  PID         -  KR1366
 KR1366  STATE/COUNTY-  NV/WASHOE
 KR1366  USGS QUAD   -  RENO (1982)
 KR1366
 KR1366                         *CURRENT SURVEY CONTROL
 KR1366  ___________________________________________________________________
 KR1366* NAD 83(1986)-  39 30 39.     (N)    119 52 15.     (W)     SCALED    
 KR1366* NAVD 88     -      1401.680  (meters)    4598.68   (feet)  ADJUSTED  
 KR1366  ___________________________________________________________________
 KR1366  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 KR1366  DYNAMIC HT  -        1400.375 (meters)    4594.40  (feet)  COMP
 KR1366  MODELED GRAV-     979,647.3   (mgal)                       NAVD 88
 KR1366
 KR1366  VERT ORDER  -  FIRST     CLASS I
 KR1366
 KR1366.The horizontal coordinates were scaled from a topographic map and have
 KR1366.an estimated accuracy of +/- 6 seconds.
 KR1366
 KR1366.The orthometric height was determined by differential leveling
 KR1366.and adjusted by the National Geodetic Survey in June 1991..
 KR1366
 KR1366.The geoid height was determined by GEOID03.
 KR1366
 KR1366.The dynamic height is computed by dividing the NAVD 88
 KR1366.geopotential number by the normal gravity value computed on the
 KR1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1366.degrees latitude (g = 980.6199 gals.).
 KR1366
 KR1366.The modeled gravity was interpolated from observed gravity values.
 KR1366
 KR1366;                    North         East    Units  Estimated Accuracy
 KR1366;SPC NV W     - 4,529,100.      689,280.      MT  (+/- 180 meters Scaled)
 KR1366
 KR1366                          SUPERSEDED SURVEY CONTROL
 KR1366
 KR1366  NGVD 29 (??/??/92) 1400.559  (m)         4595.00   (f) ADJ UNCH    1 1
 KR1366
 KR1366.Superseded values are not recommended for survey control.
 KR1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1366.See file dsdata.txt to determine how the superseded data were derived.
 KR1366
 KR1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD531774(NAD 83)
 KR1366_MARKER: DB = BENCH MARK DISK
 KR1366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1366_SP_SET: ABUTMENT
 KR1366_STAMPING: G 306 1947
 KR1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1366
 KR1366  HISTORY     - Date     Condition        Report By
 KR1366  HISTORY     - 1947     MONUMENTED       CGS
 KR1366  HISTORY     - 1969     GOOD             NGS
 KR1366
 KR1366                          STATION DESCRIPTION
 KR1366
 KR1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1366'3.65 MI W FROM RENO.
 KR1366'3.65 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1366'STATION AT RENO, IN THE TOP AND 1.8 FEET SOUTH OF THE NORTH END OF THE
 KR1366'EAST CONCRETE ABUTMENT OF A SMALL BRIDGE OVER A SMALL CANAL, 6.9 FEET
 KR1366'NORTH OF THE NORTH RAIL OF THE EASTBOUND TRACK, AND ABOUT LEVEL WITH
 KR1366'THE TRACK.  SEC 17, T19, R19E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1211 ***********************************************************************
 KR1211  DESIGNATION -  G 307
 KR1211  PID         -  KR1211
 KR1211  STATE/COUNTY-  NV/WASHOE
 KR1211  USGS QUAD   -  RENO (1982)
 KR1211
 KR1211                         *CURRENT SURVEY CONTROL
 KR1211  ___________________________________________________________________
 KR1211* NAD 83(1986)-  39 31 21.     (N)    119 49 18.     (W)     SCALED    
 KR1211* NAVD 88     -      1372.415  (meters)    4502.66   (feet)  ADJUSTED  
 KR1211  ___________________________________________________________________
 KR1211  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 KR1211  DYNAMIC HT  -        1371.161 (meters)    4498.55  (feet)  COMP
 KR1211  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 KR1211
 KR1211  VERT ORDER  -  FIRST     CLASS II
 KR1211
 KR1211.The horizontal coordinates were scaled from a topographic map and have
 KR1211.an estimated accuracy of +/- 6 seconds.
 KR1211
 KR1211.The orthometric height was determined by differential leveling
 KR1211.and adjusted by the National Geodetic Survey in June 1991..
 KR1211
 KR1211.The geoid height was determined by GEOID03.
 KR1211
 KR1211.The dynamic height is computed by dividing the NAVD 88
 KR1211.geopotential number by the normal gravity value computed on the
 KR1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1211.degrees latitude (g = 980.6199 gals.).
 KR1211
 KR1211.The modeled gravity was interpolated from observed gravity values.
 KR1211
 KR1211;                    North         East    Units  Estimated Accuracy
 KR1211;SPC NV W     - 4,530,330.      693,530.      MT  (+/- 180 meters Scaled)
 KR1211
 KR1211                          SUPERSEDED SURVEY CONTROL
 KR1211
 KR1211  NGVD 29 (??/??/92) 1371.334  (m)         4499.12   (f) ADJ UNCH    1 2
 KR1211
 KR1211.Superseded values are not recommended for survey control.
 KR1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1211.See file dsdata.txt to determine how the superseded data were derived.
 KR1211
 KR1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD574785(NAD 83)
 KR1211_MARKER: DB = BENCH MARK DISK
 KR1211_SETTING: 0 = UNSPECIFIED SETTING
 KR1211_STAMPING: G 307 1947
 KR1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1211
 KR1211  HISTORY     - Date     Condition        Report By
 KR1211  HISTORY     - 1947     MONUMENTED       CGS
 KR1211  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1211  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1211
 KR1211                          STATION DESCRIPTION
 KR1211
 KR1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KR1211'IN RENO.
 KR1211'AT RENO, AT THE SOUTHWEST CORNER OF A SMALL CITY PARK, AT THE
 KR1211'NORTHEAST CORNER OF THE INTERSECTION OF WASHINGTON STREET AND
 KR1211'RIVERSIDE AVENUE, 6.5 FEET NORTH OF THE PROLONGATION OF THE NORTH CURB
 KR1211'OF RIVERSIDE AVENUE, 11.2 FEET EAST OF THE PROLONGATION OF THE EAST
 KR1211'CURB OF WASHINGTON STREET AND ABOUT FLUSH WITH THE GROUND AND THE
 KR1211'CURB.
 KR1211
 KR1211                          STATION RECOVERY (1967)
 KR1211
 KR1211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1211'MARK NOT FOUND.
 KR1211
 KR1211                          STATION RECOVERY (2003)
 KR1211
 KR1211'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0113 ***********************************************************************
 KP0113  DESIGNATION -  G 31
 KP0113  PID         -  KP0113
 KP0113  STATE/COUNTY-  NV/WHITE PINE
 KP0113  USGS QUAD   -  MONTE NEVA HOT SPRINGS (1982)
 KP0113
 KP0113                         *CURRENT SURVEY CONTROL
 KP0113  ___________________________________________________________________
 KP0113* NAD 83(1986)-  39 39 19.     (N)    114 48 01.     (W)     SCALED    
 KP0113* NAVD 88     -      1817.719  (meters)    5963.63   (feet)  ADJUSTED  
 KP0113  ___________________________________________________________________
 KP0113  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 KP0113  DYNAMIC HT  -        1815.863 (meters)    5957.54  (feet)  COMP
 KP0113  MODELED GRAV-     979,541.4   (mgal)                       NAVD 88
 KP0113
 KP0113  VERT ORDER  -  FIRST     CLASS II
 KP0113
 KP0113.The horizontal coordinates were scaled from a topographic map and have
 KP0113.an estimated accuracy of +/- 6 seconds.
 KP0113
 KP0113.The orthometric height was determined by differential leveling
 KP0113.and adjusted by the National Geodetic Survey in June 1991..
 KP0113
 KP0113.The geoid height was determined by GEOID03.
 KP0113
 KP0113.The dynamic height is computed by dividing the NAVD 88
 KP0113.geopotential number by the normal gravity value computed on the
 KP0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0113.degrees latitude (g = 980.6199 gals.).
 KP0113
 KP0113.The modeled gravity was interpolated from observed gravity values.
 KP0113
 KP0113;                    North         East    Units  Estimated Accuracy
 KP0113;SPC NV E     - 8,544,630.      267,200.      MT  (+/- 180 meters Scaled)
 KP0113
 KP0113                          SUPERSEDED SURVEY CONTROL
 KP0113
 KP0113  NGVD 29 (??/??/92) 1816.502  (m)         5959.64   (f) ADJ UNCH    1 2
 KP0113
 KP0113.Superseded values are not recommended for survey control.
 KP0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0113.See file dsdata.txt to determine how the superseded data were derived.
 KP0113
 KP0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD887918(NAD 83)
 KP0113_MARKER: DB = BENCH MARK DISK
 KP0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0113_STAMPING: 5959.640 G 31 1933
 KP0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0113+STABILITY: SURFACE MOTION
 KP0113
 KP0113  HISTORY     - Date     Condition        Report By
 KP0113  HISTORY     - 1933     MONUMENTED       CGS
 KP0113  HISTORY     - 1934     GOOD             NGS
 KP0113
 KP0113                          STATION DESCRIPTION
 KP0113
 KP0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0113'16.7 MI S FROM CHERRY CREEK.
 KP0113'ABOUT 16.7 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM THE
 KP0113'STATION AT CHERRY CREEK, WHITE PINE COUNTY, AT THE SIDING AT WARM
 KP0113'SPRINGS, 6 FEET NORTHEAST OF MILEPOST 108, AND 45 FEET WEST OF THE
 KP0113'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 5959.640 G 31 1933
 KP0113'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE
 KP0113'GROUND.
 KP0113
 KP0113                          STATION RECOVERY (1934)
 KP0113
 KP0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0055 ***********************************************************************
 HP0055  DESIGNATION -  G 311
 HP0055  PID         -  HP0055
 HP0055  STATE/COUNTY-  NV/LINCOLN
 HP0055  USGS QUAD   -  PAHRANAGAT WASH (1980)
 HP0055
 HP0055                         *CURRENT SURVEY CONTROL
 HP0055  ___________________________________________________________________
 HP0055* NAD 83(1986)-  37 01 16.     (N)    114 57 43.     (W)     SCALED    
 HP0055* NAVD 88     -       840.773  (meters)    2758.44   (feet)  ADJUSTED  
 HP0055  ___________________________________________________________________
 HP0055  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 HP0055  DYNAMIC HT  -         839.934 (meters)    2755.68  (feet)  COMP
 HP0055  MODELED GRAV-     979,605.8   (mgal)                       NAVD 88
 HP0055
 HP0055  VERT ORDER  -  SECOND    CLASS 0
 HP0055
 HP0055.The horizontal coordinates were scaled from a topographic map and have
 HP0055.an estimated accuracy of +/- 6 seconds.
 HP0055
 HP0055.The orthometric height was determined by differential leveling
 HP0055.and adjusted by the National Geodetic Survey in June 1991..
 HP0055
 HP0055.The geoid height was determined by GEOID03.
 HP0055
 HP0055.The dynamic height is computed by dividing the NAVD 88
 HP0055.geopotential number by the normal gravity value computed on the
 HP0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0055.degrees latitude (g = 980.6199 gals.).
 HP0055
 HP0055.The modeled gravity was interpolated from observed gravity values.
 HP0055
 HP0055;                    North         East    Units  Estimated Accuracy
 HP0055;SPC NV E     - 8,252,150.      255,290.      MT  (+/- 180 meters Scaled)
 HP0055
 HP0055                          SUPERSEDED SURVEY CONTROL
 HP0055
 HP0055  NGVD 29 (??/??/92)  840.021  (m)         2755.97   (f) ADJ UNCH    2 0
 HP0055
 HP0055.Superseded values are not recommended for survey control.
 HP0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0055.See file dsdata.txt to determine how the superseded data were derived.
 HP0055
 HP0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA812991(NAD 83)
 HP0055_MARKER: DB = BENCH MARK DISK
 HP0055_SETTING: 80 = SET IN A BOULDER
 HP0055_STAMPING: G 311 1941
 HP0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0055+STABILITY: SURFACE MOTION
 HP0055
 HP0055  HISTORY     - Date     Condition        Report By
 HP0055  HISTORY     - 1941     MONUMENTED       CGS
 HP0055  HISTORY     - 1963     GOOD             AMS
 HP0055
 HP0055                          STATION DESCRIPTION
 HP0055
 HP0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0055'28.0 MI SE FROM ALAMO.
 HP0055'28.0 MILES SOUTHEAST OF POST OFFICE IN ALAMO, TO REACH FROM POST
 HP0055'OFFICE AT ALAMO.  GO 15.3 MILES SOUTHEAST TO THE EAST END OF LOWER
 HP0055'PAHRANAGAT LAKE.  THENCE, CONTINUE ALONG U.S. HIGHWAY NO. 93
 HP0055'SOUTHEASTERLY 12.7 MILES TO THE SITE OF BENCH MARK.  BENCH MARK IS 3.0
 HP0055'MILES NORTH OF KANE SPRINGS WASH, 153.0 FEET SOUTH OF THE SOUTHWEST
 HP0055'END OF HIGHWAY CULVERT TROUGH FILL BANKED WITH BOULDERS. IT IS 63.0
 HP0055'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND DIRECTLY ACROSS
 HP0055'THE HIGHWAY FROM A DEEP BORROW PIT.  IT IS SET HORIZONTALLY IN THE TOP
 HP0055'OF A FLAT-TOPPED BLACK BOULDER ABOUT 2.5 FEET IN DIAMETER AND PROJECTS
 HP0055'0.6 FOOT ABOVE THE GROUND.
 HP0055
 HP0055                          STATION RECOVERY (1963)
 HP0055
 HP0055'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1963
 HP0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0168 ***********************************************************************
 HP0168  DESIGNATION -  G 312
 HP0168  PID         -  HP0168
 HP0168  STATE/COUNTY-  NV/LINCOLN
 HP0168  USGS QUAD   -  ALAMO SE (1980)
 HP0168
 HP0168                         *CURRENT SURVEY CONTROL
 HP0168  ___________________________________________________________________
 HP0168* NAD 83(1986)-  37 17 44.     (N)    115 07 08.     (W)     SCALED    
 HP0168* NAVD 88     -      1023.387  (meters)    3357.56   (feet)  ADJUSTED  
 HP0168  ___________________________________________________________________
 HP0168  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 HP0168  DYNAMIC HT  -        1022.312 (meters)    3354.04  (feet)  COMP
 HP0168  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 HP0168
 HP0168  VERT ORDER  -  SECOND    CLASS 0
 HP0168
 HP0168.The horizontal coordinates were scaled from a topographic map and have
 HP0168.an estimated accuracy of +/- 6 seconds.
 HP0168
 HP0168.The orthometric height was determined by differential leveling
 HP0168.and adjusted by the National Geodetic Survey in June 1991..
 HP0168
 HP0168.The geoid height was determined by GEOID03.
 HP0168
 HP0168.The dynamic height is computed by dividing the NAVD 88
 HP0168.geopotential number by the normal gravity value computed on the
 HP0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0168.degrees latitude (g = 980.6199 gals.).
 HP0168
 HP0168.The modeled gravity was interpolated from observed gravity values.
 HP0168
 HP0168;                    North         East    Units  Estimated Accuracy
 HP0168;SPC NV E     - 8,282,530.      241,180.      MT  (+/- 180 meters Scaled)
 HP0168
 HP0168                          SUPERSEDED SURVEY CONTROL
 HP0168
 HP0168  NGVD 29 (??/??/92) 1022.516  (m)         3354.70   (f) ADJ UNCH    2 0
 HP0168
 HP0168.Superseded values are not recommended for survey control.
 HP0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0168.See file dsdata.txt to determine how the superseded data were derived.
 HP0168
 HP0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB667293(NAD 83)
 HP0168_MARKER: DB = BENCH MARK DISK
 HP0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0168_STAMPING: G 312 1941
 HP0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0168+STABILITY: SURFACE MOTION
 HP0168
 HP0168  HISTORY     - Date     Condition        Report By
 HP0168  HISTORY     - 1941     MONUMENTED       CGS
 HP0168
 HP0168                          STATION DESCRIPTION
 HP0168
 HP0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0168'6.0 MI SE FROM ALAMO.
 HP0168'ABOUT 6.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0168'AT ALAMO, LINCOLN COUNTY, ABOUT 200.0 FEET EAST OF THE EAST END OF AN
 HP0168'EARTH DAM, ABOUT 200.0 FEET SOUTH OF A POINT WHERE UPPER PAHRANAGAT
 HP0168'LAKE REACHES THE HIGHWAY, 50.0 FEET SOUTH OF A GATE, 49.0 FEET WEST OF
 HP0168'THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE,
 HP0168'2.5 FEET SOUTH OF A WHITE WOODEN POST STENCILED U.S.B.M. AND
 HP0168'PROJECTING ABOUT 1.7 FEET ABOVE GROUND, AND ABOUT 2.0 FEET LOWER THAN
 HP0168'THE HIGHWAY.  A STANDARD DISK, STAMPED G 312 1941 AND SET IN THE TOP
 HP0168'OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0864 ***********************************************************************
 GR0864  DESIGNATION -  G 313
 GR0864  PID         -  GR0864
 GR0864  STATE/COUNTY-  NV/LINCOLN
 GR0864  USGS QUAD   -  BURRO BASIN (1973)
 GR0864
 GR0864                         *CURRENT SURVEY CONTROL
 GR0864  ___________________________________________________________________
 GR0864* NAD 83(1986)-  36 54 05.     (N)    115 17 44.     (W)     SCALED    
 GR0864* NAVD 88     -      1183.618  (meters)    3883.25   (feet)  ADJUSTED  
 GR0864  ___________________________________________________________________
 GR0864  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 GR0864  DYNAMIC HT  -        1182.353 (meters)    3879.10  (feet)  COMP
 GR0864  MODELED GRAV-     979,521.7   (mgal)                       NAVD 88
 GR0864
 GR0864  VERT ORDER  -  SECOND    CLASS 0
 GR0864
 GR0864.The horizontal coordinates were scaled from a topographic map and have
 GR0864.an estimated accuracy of +/- 6 seconds.
 GR0864
 GR0864.The orthometric height was determined by differential leveling
 GR0864.and adjusted by the National Geodetic Survey in June 1991..
 GR0864
 GR0864.The geoid height was determined by GEOID03.
 GR0864
 GR0864.The dynamic height is computed by dividing the NAVD 88
 GR0864.geopotential number by the normal gravity value computed on the
 GR0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0864.degrees latitude (g = 980.6199 gals.).
 GR0864
 GR0864.The modeled gravity was interpolated from observed gravity values.
 GR0864
 GR0864;                    North         East    Units  Estimated Accuracy
 GR0864;SPC NV E     - 8,238,720.      225,650.      MT  (+/- 180 meters Scaled)
 GR0864
 GR0864                          SUPERSEDED SURVEY CONTROL
 GR0864
 GR0864  NGVD 29 (??/??/92) 1182.764  (m)         3880.45   (f) ADJ UNCH    2 0
 GR0864
 GR0864.Superseded values are not recommended for survey control.
 GR0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0864.See file dsdata.txt to determine how the superseded data were derived.
 GR0864
 GR0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA518852(NAD 83)
 GR0864_MARKER: DB = BENCH MARK DISK
 GR0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0864_SP_SET: CONCRETE POST
 GR0864_STAMPING: G 313 1941
 GR0864_MARK LOGO: CGS   
 GR0864_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0864+STABILITY: SURFACE MOTION
 GR0864
 GR0864  HISTORY     - Date     Condition        Report By
 GR0864  HISTORY     - 1941     MONUMENTED       CGS
 GR0864  HISTORY     - 1973     GOOD             NGS
 GR0864  HISTORY     - 19930309 GOOD             LOCENG
 GR0864
 GR0864                          STATION DESCRIPTION
 GR0864
 GR0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GR0864'39.0 MI S FROM ALAMO.
 GR0864'ABOUT 12.0 MI SSE. ALONG U.S. HWY. 93 FROM THE POST OFFICE AT ALAMO,
 GR0864'THENCE ABOUT 16.6 MI SW. ALONG BLADED RD. TO THE JCT. OF AN ABANDONED
 GR0864'RD., THENCE ABOUT 8.6 MI SSW. ALONG ABANDONED RD. (RD CLOSED BY THE
 GR0864'DESERT NATIONAL WILDLIFE RANGE AND LEADS ACROSS W. END OF DESERT LAKE
 GR0864'- DRY LAKE) TO Y-RD., THENCE ABOUT 1.8 MI S. ALONG MAIN TRAVELLED RD.
 GR0864'ABOUT 40 FT WNW. OF RD. CENTERLINE.  3 FT E. OF A BLEACHED-OUT WOODEN
 GR0864'WITNESS POST.  A STD. USC AND GS DISK, STAMPED G 313 1941, SET IN TOP
 GR0864'OF CONC. POST PROJECTING ABOUT 0.5 FT.
 GR0864
 GR0864                          STATION RECOVERY (1993)
 GR0864
 GR0864'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 GR0864'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 GR0864'(3.3 FT) EAST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1064 ***********************************************************************
 GR1064  DESIGNATION -  G 314
 GR1064  PID         -  GR1064
 GR1064  STATE/COUNTY-  NV/CLARK
 GR1064  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1064
 GR1064                         *CURRENT SURVEY CONTROL
 GR1064  ___________________________________________________________________
 GR1064* NAD 83(1986)-  36 07 35.     (N)    115 11 09.     (W)     SCALED    
 GR1064* NAVD 88     -       651.04   (+/-2cm)    2136.0    (feet)  VERTCON   
 GR1064  ___________________________________________________________________
 GR1064  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GR1064
 GR1064  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1064
 GR1064.The horizontal coordinates were scaled from a topographic map and have
 GR1064.an estimated accuracy of +/- 6 seconds.
 GR1064
 GR1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1064.The vertical order pertains to the NGVD 29 superseded value.
 GR1064
 GR1064.The geoid height was determined by GEOID03.
 GR1064
 GR1064;                    North         East    Units  Estimated Accuracy
 GR1064;SPC NV E     - 8,152,770.      235,780.      MT  (+/- 180 meters Scaled)
 GR1064
 GR1064                          SUPERSEDED SURVEY CONTROL
 GR1064
 GR1064  NGVD 29 (??/??/92)  650.406  (m)         2133.87   (f) ADJ UNCH    1 2
 GR1064
 GR1064.Superseded values are not recommended for survey control.
 GR1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1064.See file dsdata.txt to determine how the superseded data were derived.
 GR1064
 GR1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV632994(NAD 83)
 GR1064_MARKER: DB = BENCH MARK DISK
 GR1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1064_STAMPING: G 314 1949
 GR1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1064+STABILITY: SURFACE MOTION
 GR1064
 GR1064  HISTORY     - Date     Condition        Report By
 GR1064  HISTORY     - 1949     MONUMENTED       CGS
 GR1064  HISTORY     - 1967     MARK NOT FOUND   USGS
 GR1064  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1064
 GR1064                          STATION DESCRIPTION
 GR1064
 GR1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GR1064'3.9 MI S FROM LAS VEGAS.
 GR1064'3.6 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1064'LAS VEGAS, THENCE 0.15 MILE WEST ALONG A COUNTY DIRT ROAD, THENCE 0.15
 GR1064'MILE NORTHWEST ALONG A BLADED DIRT ROAD, 0.7 MILE SOUTHWEST OF B.M. A
 GR1064'170, AT THE VEGAS SKY CORRAL, ABOUT 176 YARDS NORTH OF THE CENTER LINE
 GR1064'OF THE ROAD LEADING WEST TO THE D4C RANCH, AT THE SOUTH CORNER OF THE
 GR1064'NORTHEAST-SOUTHWEST RUNWAY, 52 FEET NORTHEAST OF THE CENTER LINE OF A
 GR1064'DIRT ROAD LEADING NORTHWEST, 2.0 FEET WEST OF A WITNESS POST, AND SET
 GR1064'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GR1064
 GR1064                          STATION RECOVERY (1967)
 GR1064
 GR1064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GR1064'MARK NOT FOUND.
 GR1064
 GR1064                          STATION RECOVERY (1996)
 GR1064
 GR1064'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0028 ***********************************************************************
 GR0028  DESIGNATION -  G 315
 GR0028  PID         -  GR0028
 GR0028  STATE/COUNTY-  NV/CLARK
 GR0028  USGS QUAD   -  OVERTON (1983)
 GR0028
 GR0028                         *CURRENT SURVEY CONTROL
 GR0028  ___________________________________________________________________
 GR0028* NAD 83(1986)-  36 33 42.     (N)    114 26 28.     (W)     SCALED    
 GR0028* NAVD 88     -       409.909  (meters)    1344.84   (feet)  POSTED    
 GR0028  ___________________________________________________________________
 GR0028  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 GR0028  DYNAMIC HT  -         409.510 (meters)    1343.53  (feet)  COMP
 GR0028  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 GR0028
 GR0028  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0028
 GR0028.The horizontal coordinates were scaled from a topographic map and have
 GR0028.an estimated accuracy of +/- 6 seconds.
 GR0028
 GR0028.The orthometric height was determined by differential leveling
 GR0028.and adjusted by the National Geodetic Survey in 1992..
 GR0028.No vertical observational check was made to the station.
 GR0028.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0028.was located on a no-check spur therefore a value was not computed.
 GR0028
 GR0028.The geoid height was determined by GEOID03.
 GR0028
 GR0028.The dynamic height is computed by dividing the NAVD 88
 GR0028.geopotential number by the normal gravity value computed on the
 GR0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0028.degrees latitude (g = 980.6199 gals.).
 GR0028
 GR0028.The modeled gravity was interpolated from observed gravity values.
 GR0028
 GR0028;                    North         East    Units  Estimated Accuracy
 GR0028;SPC NV E     - 8,201,600.      302,240.      MT  (+/- 180 meters Scaled)
 GR0028
 GR0028                          SUPERSEDED SURVEY CONTROL
 GR0028
 GR0028  NGVD 29 (??/??/92)  409.252  (m)         1342.69   (f) ADJ UNCH    1 1
 GR0028
 GR0028.Superseded values are not recommended for survey control.
 GR0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0028.See file dsdata.txt to determine how the superseded data were derived.
 GR0028
 GR0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA290492(NAD 83)
 GR0028_MARKER: DB = BENCH MARK DISK
 GR0028_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GR0028_SP_SET: BUILDING WALL
 GR0028_STAMPING: G 315 1949
 GR0028_MARK LOGO: CGS   
 GR0028_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0028+STABILITY: SURFACE MOTION
 GR0028
 GR0028  HISTORY     - Date     Condition        Report By
 GR0028  HISTORY     - 1949     MONUMENTED       CGS
 GR0028  HISTORY     - 1978     GOOD             USGS
 GR0028  HISTORY     - 19900514 MARK NOT FOUND   LOCENG
 GR0028  HISTORY     - 19951007 MARK NOT FOUND   USPSQD
 GR0028
 GR0028                          STATION DESCRIPTION
 GR0028
 GR0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GR0028'1.6 MI N FROM OVERTON.
 GR0028'0.2 MILE EAST ALONG B STREET FROM THE MOAPA VALLEY HIGH SCHOOL AT
 GR0028'OVERTON, THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3
 GR0028'MILES NORTH ALONG A GRADED ROAD, AT THE OVERTON AIRPORT, AT THE OFFICE
 GR0028'BUILDING, SET VERTICALLY IN SOUTH CONCRETE WALL, 0.5 FOOT WEST OF THE
 GR0028'SOUTHEAST CORNER OF THE BUILDING AND 0.3 FOOT ABOVE GROUND.
 GR0028
 GR0028                          STATION RECOVERY (1978)
 GR0028
 GR0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GR0028'OVERTON POST OFFICE, 1.4 MI N OF. AT OVERTON AIRPORT PERKINS FIELD.
 GR0028'AT THE AIRPORT OFFICE. 8 FT W OF SE CORNER OF PORCH. SET VERTICALLY
 GR0028'IN CONCRETE FOUNDATION. BOTTOM OF TABLET IS FLUSH WITH GROUND.
 GR0028'STANDARD USC AND GS TABLET STAMPED G 315 1949.
 GR0028
 GR0028                          STATION RECOVERY (1990)
 GR0028
 GR0028'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 GR0028'MARK NOT FOUND.
 GR0028
 GR0028                          STATION RECOVERY (1995)
 GR0028
 GR0028'RECOVERY NOTE BY US POWER SQUADRON 1995
 GR0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1140 ***********************************************************************
 KR1140  DESIGNATION -  G 316
 KR1140  PID         -  KR1140
 KR1140  STATE/COUNTY-  NV/WASHOE
 KR1140  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR1140
 KR1140                         *CURRENT SURVEY CONTROL
 KR1140  ___________________________________________________________________
 KR1140* NAD 83(1986)-  39 29 22.     (N)    119 45 26.     (W)     SCALED    
 KR1140* NAVD 88     -      1340.934  (meters)    4399.38   (feet)  ADJUSTED  
 KR1140  ___________________________________________________________________
 KR1140  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 KR1140  DYNAMIC HT  -        1339.720 (meters)    4395.40  (feet)  COMP
 KR1140  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 KR1140
 KR1140  VERT ORDER  -  FIRST     CLASS II
 KR1140
 KR1140.The horizontal coordinates were scaled from a topographic map and have
 KR1140.an estimated accuracy of +/- 6 seconds.
 KR1140
 KR1140.The orthometric height was determined by differential leveling
 KR1140.and adjusted by the National Geodetic Survey in June 1991..
 KR1140
 KR1140.The geoid height was determined by GEOID03.
 KR1140
 KR1140.The dynamic height is computed by dividing the NAVD 88
 KR1140.geopotential number by the normal gravity value computed on the
 KR1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1140.degrees latitude (g = 980.6199 gals.).
 KR1140
 KR1140.The modeled gravity was interpolated from observed gravity values.
 KR1140
 KR1140;                    North         East    Units  Estimated Accuracy
 KR1140;SPC NV W     - 4,526,590.      699,020.      MT  (+/- 180 meters Scaled)
 KR1140
 KR1140                          SUPERSEDED SURVEY CONTROL
 KR1140
 KR1140  NGVD 29 (??/??/92) 1339.870  (m)         4395.89   (f) ADJ UNCH    1 2
 KR1140
 KR1140.Superseded values are not recommended for survey control.
 KR1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1140.See file dsdata.txt to determine how the superseded data were derived.
 KR1140
 KR1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD628747(NAD 83)
 KR1140_MARKER: DB = BENCH MARK DISK
 KR1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1140_STAMPING: G 316 1951
 KR1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1140+STABILITY: SURFACE MOTION
 KR1140
 KR1140  HISTORY     - Date     Condition        Report By
 KR1140  HISTORY     - 1951     MONUMENTED       CGS
 KR1140  HISTORY     - 20030803 MARK NOT FOUND   USPSQD
 KR1140
 KR1140                          STATION DESCRIPTION
 KR1140
 KR1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR1140'5.5 MI SE FROM RENO.
 KR1140'ABOUT 2.8 MILES SOUTHEAST ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE
 KR1140'IN RENO, THENCE 1.8 MILES SOUTHEAST ALONG PECKHAM LANE, THENCE 0.9
 KR1140'MILES NORTH ALONG BOYNTON LANE, ACROSS THE LANE FROM A LONG ROW OF
 KR1140'COTTONWOOD TREES, 135.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 KR1140'BOYNTON RANCH HOUSE, 93 FEET NORTHWEST OF THE CENTER OF A WOODEN
 KR1140'BRIDGE OVER DRY CREEK, 28 FEET WEST OF THE CENTER LINE OF THE LANE,
 KR1140'3.3 FEET SOUTH OF TELEGRAPH POLE NO. 48900, 1.9 FEET EAST OF A FENCE,
 KR1140'2.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE LANE, AND SET
 KR1140'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
 KR1140
 KR1140                          STATION RECOVERY (2003)
 KR1140
 KR1140'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1140'ALL REFERENCES ARE CHANGED OR NOT FOUND, ROADS RENAMED, NO BOYNTON
 KR1140'RANCH HOUSE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0249 ***********************************************************************
 LS0249  DESIGNATION -  G 317 RESET
 LS0249  PID         -  LS0249
 LS0249  STATE/COUNTY-  NV/PERSHING
 LS0249  USGS QUAD   -  LOVELOCK (1987)
 LS0249
 LS0249                         *CURRENT SURVEY CONTROL
 LS0249  ___________________________________________________________________
 LS0249* NAD 83(1986)-  40 10 49.     (N)    118 29 05.     (W)     SCALED    
 LS0249* NAVD 88     -      1212.86   (meters)    3979.2    (feet)  RESET     
 LS0249  ___________________________________________________________________
 LS0249  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 LS0249
 LS0249  VERT ORDER  -  THIRD
 LS0249
 LS0249.The horizontal coordinates were scaled from a topographic map and have
 LS0249.an estimated accuracy of +/- 6 seconds.
 LS0249
 LS0249.The orthometric height was computed from unverified reset data.
 LS0249
 LS0249.The geoid height was determined by GEOID03.
 LS0249
 LS0249;                    North         East    Units  Estimated Accuracy
 LS0249;SPC NV W     - 4,602,630.      808,400.      MT  (+/- 180 meters Scaled)
 LS0249
 LS0249                          SUPERSEDED SURVEY CONTROL
 LS0249
 LS0249.No superseded survey control is available for this station.
 LS0249
 LS0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE735488(NAD 83)
 LS0249_MARKER: DD = SURVEY DISK
 LS0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0249_SP_SET: CULVERT
 LS0249_STAMPING: G 317 RESET 1955
 LS0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0249
 LS0249  HISTORY     - Date     Condition        Report By
 LS0249  HISTORY     - 1955     MONUMENTED       NVDH
 LS0249  HISTORY     - 1983     GOOD             USGS
 LS0249
 LS0249                          STATION DESCRIPTION
 LS0249
 LS0249'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1955
 LS0249'IN LOVELOCK.
 LS0249'AT LOVELOCK, PERSHING COUNTY, 0.5 MILE WEST ALONG WESTERN STREET FROM
 LS0249'THE COURTHOUSE, AT THE CITY LIMITS, 13-1/2 FEET EAST OF THE CENTER
 LS0249'LINE OF A DIRT ROAD LEADING SOUTH, AT A CULVERT OVER AN IRRIGATION
 LS0249'DITCH, 2.8 FEET EAST OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL,
 LS0249'20-1/2 FEET SOUTH OF THE CENTER LINE OF THE STREET, 6.3 FEET NORTH OF
 LS0249'AN EAST-AND-WEST FENCE, AND 0.6 FOOT HIGHER THAN THE ROAD.  A STANDARD
 LS0249'DISK, STAMPED G 317 RESET 1955.
 LS0249
 LS0249                          STATION RECOVERY (1983)
 LS0249
 LS0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LS0249'MARK IS NOW 20 FT. SOUTH AND 5 FT. SOUTH OF CENTERLINE ROAD AT
 LS0249'CENTERLINE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0028 ***********************************************************************
 MU0028  DESIGNATION -  G 318
 MU0028  PID         -  MU0028
 MU0028  STATE/COUNTY-  NV/ELKO
 MU0028  USGS QUAD   -  THE POINT (1971)
 MU0028
 MU0028                         *CURRENT SURVEY CONTROL
 MU0028  ___________________________________________________________________
 MU0028* NAD 83(1986)-  41 57 00.     (N)    116 11 14.     (W)     SCALED    
 MU0028* NAVD 88     -      1638.466  (meters)    5375.53   (feet)  ADJUSTED  
 MU0028  ___________________________________________________________________
 MU0028  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 MU0028  DYNAMIC HT  -        1637.288 (meters)    5371.67  (feet)  COMP
 MU0028  MODELED GRAV-     979,845.4   (mgal)                       NAVD 88
 MU0028
 MU0028  VERT ORDER  -  SECOND    CLASS 0
 MU0028
 MU0028.The horizontal coordinates were scaled from a topographic map and have
 MU0028.an estimated accuracy of +/- 6 seconds.
 MU0028
 MU0028.The orthometric height was determined by differential leveling
 MU0028.and adjusted by the National Geodetic Survey in June 1991..
 MU0028
 MU0028.The geoid height was determined by GEOID03.
 MU0028
 MU0028.The dynamic height is computed by dividing the NAVD 88
 MU0028.geopotential number by the normal gravity value computed on the
 MU0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0028.degrees latitude (g = 980.6199 gals.).
 MU0028
 MU0028.The modeled gravity was interpolated from observed gravity values.
 MU0028
 MU0028;                    North         East    Units  Estimated Accuracy
 MU0028;SPC NV E     - 8,799,320.      149,930.      MT  (+/- 180 meters Scaled)
 MU0028
 MU0028                          SUPERSEDED SURVEY CONTROL
 MU0028
 MU0028  NGVD 29 (??/??/92) 1637.311  (m)         5371.74   (f) ADJ UNCH    2 0
 MU0028
 MU0028.Superseded values are not recommended for survey control.
 MU0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0028.See file dsdata.txt to determine how the superseded data were derived.
 MU0028
 MU0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG673445(NAD 83)
 MU0028_MARKER: DB = BENCH MARK DISK
 MU0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0028_STAMPING: G 318 1951
 MU0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0028+STABILITY: SURFACE MOTION
 MU0028
 MU0028  HISTORY     - Date     Condition        Report By
 MU0028  HISTORY     - 1951     MONUMENTED       CGS
 MU0028
 MU0028                          STATION DESCRIPTION
 MU0028
 MU0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MU0028'5.9 MI W FROM OWYHEE.
 MU0028'FROM THE GRADE SCHOOL IN OWYHEE, 0.5 MILES SOUTHEAST ALONG STATE
 MU0028'HIGHWAY 11, THENCE 3.0 MILES WEST ALONG STATE HIGHWAY 11, THENCE 2.0
 MU0028'MILES WEST ALONG A GRAVEL ROAD, THENCE 0.4 MILES NORTH ALONG THE EAST
 MU0028'EDGE OF THE AIRPORT RUNWAY, 0.9 MILES SOUTH OF THE NORTH END OF THE
 MU0028'RUNWAY, 0.5 MILES NORTH OF THE ENTRANCE AND CATTLE GUARD, 90 1/2 FEET
 MU0028'EAST OF THE CENTER LINE OF THE BLACK TOP RUNWAY, 15.4 FEET EAST OF THE
 MU0028'EAST EDGE OF THE SINGLE NORTH AND SOUTH ASPHALT RUNWAY, 2.8 FEET WEST
 MU0028'OF A WITNESS POST, ABOUT 0.5 FEET LOWER THAN THE CENTER LINE OF THE
 MU0028'RUNWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET
 MU0028'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0583 ***********************************************************************
 MT0583  DESIGNATION -  G 319
 MT0583  PID         -  MT0583
 MT0583  STATE/COUNTY-  NV/ELKO
 MT0583  USGS QUAD   -  MERRITT MOUNTAIN (1986)
 MT0583
 MT0583                         *CURRENT SURVEY CONTROL
 MT0583  ___________________________________________________________________
 MT0583* NAD 83(1986)-  41 47 50.     (N)    115 50 02.     (W)     SCALED    
 MT0583* NAVD 88     -      1891.949  (meters)    6207.17   (feet)  ADJUSTED  
 MT0583  ___________________________________________________________________
 MT0583  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 MT0583  DYNAMIC HT  -        1890.444 (meters)    6202.23  (feet)  COMP
 MT0583  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 MT0583
 MT0583  VERT ORDER  -  SECOND    CLASS 0
 MT0583
 MT0583.The horizontal coordinates were scaled from a topographic map and have
 MT0583.an estimated accuracy of +/- 6 seconds.
 MT0583
 MT0583.The orthometric height was determined by differential leveling
 MT0583.and adjusted by the National Geodetic Survey in June 1991..
 MT0583
 MT0583.The geoid height was determined by GEOID03.
 MT0583
 MT0583.The dynamic height is computed by dividing the NAVD 88
 MT0583.geopotential number by the normal gravity value computed on the
 MT0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0583.degrees latitude (g = 980.6199 gals.).
 MT0583
 MT0583.The modeled gravity was interpolated from observed gravity values.
 MT0583
 MT0583;                    North         East    Units  Estimated Accuracy
 MT0583;SPC NV E     - 8,782,210.      179,180.      MT  (+/- 180 meters Scaled)
 MT0583
 MT0583                          SUPERSEDED SURVEY CONTROL
 MT0583
 MT0583  NGVD 29 (??/??/92) 1890.693  (m)         6203.05   (f) ADJ UNCH    2 0
 MT0583
 MT0583.Superseded values are not recommended for survey control.
 MT0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0583.See file dsdata.txt to determine how the superseded data were derived.
 MT0583
 MT0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG968279(NAD 83)
 MT0583_MARKER: DB = BENCH MARK DISK
 MT0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0583_STAMPING: G 319 1951
 MT0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0583+STABILITY: SURFACE MOTION
 MT0583
 MT0583  HISTORY     - Date     Condition        Report By
 MT0583  HISTORY     - 1951     MONUMENTED       CGS
 MT0583
 MT0583                          STATION DESCRIPTION
 MT0583
 MT0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0583'9.5 MI E FROM MOUNTAIN CITY.
 MT0583'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0583'MOUNTAIN CITY, THENCE 8.5 MILES EAST ALONG A GRAVEL ROAD, AT ALLEGHENY
 MT0583'CREEK, 140 FEET SOUTHWEST OF THE CENTER OF THE ROAD WHERE THE STREAM
 MT0583'CROSSES IT, 63 1/2 FEET NORTHWEST OF THE NORTHWEST BANK OF THE CREEK,
 MT0583'36 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 4.3 FEET NORTHWEST
 MT0583'OF A SIGN BEARING THE NAME OF THE CREEK, 2.0 FEET NORTHWEST OF A
 MT0583'WITNESS POST, ABOUT 1/2-FOOT LOWER THAN THE ROAD, AND SET IN THE TOP
 MT0583'OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0159 ***********************************************************************
 KP0159  DESIGNATION -  G 32
 KP0159  PID         -  KP0159
 KP0159  STATE/COUNTY-  NV/WHITE PINE
 KP0159  USGS QUAD   -  GIROUX WASH (1958)
 KP0159
 KP0159                         *CURRENT SURVEY CONTROL
 KP0159  ___________________________________________________________________
 KP0159* NAD 83(1986)-  39 11 01.     (N)    115 00 55.     (W)     SCALED    
 KP0159* NAVD 88     -      2059.271  (meters)    6756.12   (feet)  POSTED    
 KP0159  ___________________________________________________________________
 KP0159  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 KP0159  DYNAMIC HT  -        2057.030 (meters)    6748.77  (feet)  COMP
 KP0159  MODELED GRAV-     979,466.6   (mgal)                       NAVD 88
 KP0159
 KP0159  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KP0159
 KP0159.The horizontal coordinates were scaled from a topographic map and have
 KP0159.an estimated accuracy of +/- 6 seconds.
 KP0159
 KP0159.The orthometric height was determined by differential leveling
 KP0159.and adjusted by the National Geodetic Survey in 1992..
 KP0159.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KP0159.rate of 1.1 thru 2.0 mm/km.
 KP0159
 KP0159.The geoid height was determined by GEOID03.
 KP0159
 KP0159.The dynamic height is computed by dividing the NAVD 88
 KP0159.geopotential number by the normal gravity value computed on the
 KP0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0159.degrees latitude (g = 980.6199 gals.).
 KP0159
 KP0159.The modeled gravity was interpolated from observed gravity values.
 KP0159
 KP0159;                    North         East    Units  Estimated Accuracy
 KP0159;SPC NV E     - 8,492,130.      249,080.      MT  (+/- 180 meters Scaled)
 KP0159
 KP0159                          SUPERSEDED SURVEY CONTROL
 KP0159
 KP0159  NGVD 29 (??/??/92) 2057.997  (m)         6751.95   (f) ADJ UNCH    1 2
 KP0159
 KP0159.Superseded values are not recommended for survey control.
 KP0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0159.See file dsdata.txt to determine how the superseded data were derived.
 KP0159
 KP0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD714390(NAD 83)
 KP0159_MARKER: DB = BENCH MARK DISK
 KP0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0159_STAMPING: 6751.945 G 32 1933
 KP0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0159+STABILITY: SURFACE MOTION
 KP0159
 KP0159  HISTORY     - Date     Condition        Report By
 KP0159  HISTORY     - 1933     MONUMENTED       CGS
 KP0159  HISTORY     - 1934     GOOD             NGS
 KP0159
 KP0159                          STATION DESCRIPTION
 KP0159
 KP0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0159'9.6 MI SW FROM ELY.
 KP0159'ABOUT 9.6 MILES SOUTHWEST ALONG STATE HIGHWAY 4 FROM ELY, WHITE PINE
 KP0159'COUNTY, ABOUT 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND IN
 KP0159'LINE WITH A ROW OF POLES CROSSING THE ROAD OBLIQUELY.  A STANDARD
 KP0159'DISK, STAMPED 6751.945 G 32 1933 AND SET IN THE TOP OF A CONCRETE POST
 KP0159'PROJECTING ABOUT 14 INCHES ABOVE GROUND.
 KP0159
 KP0159                          STATION RECOVERY (1934)
 KP0159
 KP0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0861 ***********************************************************************
 KR0861  DESIGNATION -  G 320
 KR0861  PID         -  KR0861
 KR0861  STATE/COUNTY-  NV/LYON
 KR0861  USGS QUAD   -  MASON BUTTE (1993)
 KR0861
 KR0861                         *CURRENT SURVEY CONTROL
 KR0861  ___________________________________________________________________
 KR0861* NAD 83(1986)-  39 04 12.     (N)    119 12 22.     (W)     SCALED    
 KR0861* NAVD 88     -      1321.62   (+/-2cm)    4336.0    (feet)  VERTCON   
 KR0861  ___________________________________________________________________
 KR0861  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 KR0861
 KR0861  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0861
 KR0861.The horizontal coordinates were scaled from a topographic map and have
 KR0861.an estimated accuracy of +/- 6 seconds.
 KR0861
 KR0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0861.The vertical order pertains to the NGVD 29 superseded value.
 KR0861
 KR0861.The geoid height was determined by GEOID03.
 KR0861
 KR0861;                    North         East    Units  Estimated Accuracy
 KR0861;SPC NV W     - 4,479,550.      746,110.      MT  (+/- 180 meters Scaled)
 KR0861
 KR0861                          SUPERSEDED SURVEY CONTROL
 KR0861
 KR0861  NGVD 29 (??/??/92) 1320.601  (m)         4332.67   (f) ADJ UNCH    2 0
 KR0861
 KR0861.Superseded values are not recommended for survey control.
 KR0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0861.See file dsdata.txt to determine how the superseded data were derived.
 KR0861
 KR0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD091268(NAD 83)
 KR0861_MARKER: DB = BENCH MARK DISK
 KR0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0861_STAMPING: G 320 1951
 KR0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0861+STABILITY: SURFACE MOTION
 KR0861
 KR0861  HISTORY     - Date     Condition        Report By
 KR0861  HISTORY     - 1951     MONUMENTED       CGS
 KR0861  HISTORY     - 1983     MARK NOT FOUND   USGS
 KR0861
 KR0861                          STATION DESCRIPTION
 KR0861
 KR0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0861'6.2 MI SW FROM WABUSKA.
 KR0861'4.9 MILES SOUTH ALONG U. S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 KR0861'COMPANY RAILROAD STATION AT WABUSKA, THENCE 1.3 MILES WEST ALONG A
 KR0861'DIRT ROAD LEADING TO THE CAMPBELL RANCH, 0.1 MILES WEST OF A PRIVATE
 KR0861'ROAD LEADING NORTH TO A FARM HOUSE, ABOUT 50 YARDS EAST OF A CORRAL,
 KR0861'29 FEET NORTH OF THE CENTER LINE OF THE ROAD, 21 FEET EAST OF THE EAST
 KR0861'END OF A WIRE GATE, 2 FEET SOUTH OF A WIRE FENCE, 1.5 FEET EAST OF A
 KR0861'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 KR0861'FOOT ABOVE THE GROUND.
 KR0861
 KR0861                          STATION RECOVERY (1983)
 KR0861
 KR0861'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KR0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0842 ***********************************************************************
 KR0842  DESIGNATION -  G 321
 KR0842  PID         -  KR0842
 KR0842  STATE/COUNTY-  NV/CHURCHILL
 KR0842  USGS QUAD   -  LAHONTAN DAM (1985)
 KR0842
 KR0842                         *CURRENT SURVEY CONTROL
 KR0842  ___________________________________________________________________
 KR0842* NAD 83(1986)-  39 28 08.     (N)    119 03 51.     (W)     SCALED    
 KR0842* NAVD 88     -      1270.54   (+/-2cm)    4168.4    (feet)  VERTCON   
 KR0842  ___________________________________________________________________
 KR0842  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 KR0842
 KR0842  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0842
 KR0842.The horizontal coordinates were scaled from a topographic map and have
 KR0842.an estimated accuracy of +/- 6 seconds.
 KR0842
 KR0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0842.The vertical order pertains to the NGVD 29 superseded value.
 KR0842
 KR0842.The geoid height was determined by GEOID03.
 KR0842
 KR0842;                    North         East    Units  Estimated Accuracy
 KR0842;SPC NV W     - 4,523,760.      758,630.      MT  (+/- 180 meters Scaled)
 KR0842
 KR0842                          SUPERSEDED SURVEY CONTROL
 KR0842
 KR0842  NGVD 29 (??/??/92) 1269.581  (m)         4165.28   (f) ADJ UNCH    2 0
 KR0842
 KR0842.Superseded values are not recommended for survey control.
 KR0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0842.See file dsdata.txt to determine how the superseded data were derived.
 KR0842
 KR0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD224708(NAD 83)
 KR0842_MARKER: DB = BENCH MARK DISK
 KR0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0842_STAMPING: G 321 1951
 KR0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0842+STABILITY: SURFACE MOTION
 KR0842
 KR0842  HISTORY     - Date     Condition        Report By
 KR0842  HISTORY     - 1951     MONUMENTED       CGS
 KR0842
 KR0842                          STATION DESCRIPTION
 KR0842
 KR0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0842'16.3 MI NW FROM FALLON.
 KR0842'9.2 MILES NORTHWEST ALONG U. S. HIGHWAY 95 AND 50 FROM THE POST OFFICE
 KR0842'IN FALLON, THENCE 7.1 MILES WEST ALONG U. S. HIGHWAY 50, 87 FEET EAST
 KR0842'OF THE INTERSECTION OF HIGHWAY 50 AND A GRAVEL ROAD LEADING SOUTH TO
 KR0842'LAHONTAN DAM, 50 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5
 KR0842'FEET NORTHWEST OF THE NORTHWEST END OF A SIGN INDICATING THE DIRECTION
 KR0842'TO LAHONTAN DAM, AND SET 2 FEET SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0401 ***********************************************************************
 MT0401  DESIGNATION -  G 322
 MT0401  PID         -  MT0401
 MT0401  STATE/COUNTY-  NV/ELKO
 MT0401  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0401
 MT0401                         *CURRENT SURVEY CONTROL
 MT0401  ___________________________________________________________________
 MT0401* NAD 83(1986)-  41 58 15.     (N)    115 26 25.     (W)     SCALED    
 MT0401* NAVD 88     -      1865.132  (meters)    6119.19   (feet)  ADJUSTED  
 MT0401  ___________________________________________________________________
 MT0401  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 MT0401  DYNAMIC HT  -        1863.673 (meters)    6114.40  (feet)  COMP
 MT0401  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 MT0401
 MT0401  VERT ORDER  -  SECOND    CLASS 0
 MT0401
 MT0401.The horizontal coordinates were scaled from a topographic map and have
 MT0401.an estimated accuracy of +/- 6 seconds.
 MT0401
 MT0401.The orthometric height was determined by differential leveling
 MT0401.and adjusted by the National Geodetic Survey in June 1991..
 MT0401
 MT0401.The geoid height was determined by GEOID03.
 MT0401
 MT0401.The dynamic height is computed by dividing the NAVD 88
 MT0401.geopotential number by the normal gravity value computed on the
 MT0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0401.degrees latitude (g = 980.6199 gals.).
 MT0401
 MT0401.The modeled gravity was interpolated from observed gravity values.
 MT0401
 MT0401;                    North         East    Units  Estimated Accuracy
 MT0401;SPC NV E     - 8,801,470.      211,860.      MT  (+/- 180 meters Scaled)
 MT0401
 MT0401                          SUPERSEDED SURVEY CONTROL
 MT0401
 MT0401  NGVD 29 (??/??/92) 1863.906  (m)         6115.16   (f) ADJ UNCH    2 0
 MT0401
 MT0401.Superseded values are not recommended for survey control.
 MT0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0401.See file dsdata.txt to determine how the superseded data were derived.
 MT0401
 MT0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG292477(NAD 83)
 MT0401_MARKER: DB = BENCH MARK DISK
 MT0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0401_STAMPING: G 322 1951
 MT0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0401+STABILITY: SURFACE MOTION
 MT0401
 MT0401  HISTORY     - Date     Condition        Report By
 MT0401  HISTORY     - 1951     MONUMENTED       CGS
 MT0401
 MT0401                          STATION DESCRIPTION
 MT0401
 MT0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0401'13.5 MI NW FROM JARBIDGE.
 MT0401'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A GRAVEL
 MT0401'ROAD, THENCE 3.3 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE
 MT0401'GOLD CREEK RANGER STATION, 0.7 MILES WEST OF THE LARIOS RANCH, 0.35
 MT0401'MILES WEST OF A BARBED WIRE FENCE ACROSS THE ROAD, 62.5 FEET SOUTH AND
 MT0401'ACROSS THE ROAD FROM AN EAST AND WEST FENCE LINE, 25 FEET SOUTH OF THE
 MT0401'CENTER LINE OF THE ROAD, 30 FEET NORTH OF THE APPROXIMATE CENTER OF A
 MT0401'SMALL CREEK, 1.7 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 MT0401'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE
 MT0401'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0985 ***********************************************************************
 KR0985  DESIGNATION -  G 323
 KR0985  PID         -  KR0985
 KR0985  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0985  USGS QUAD   -  CARSON CITY (1994)
 KR0985
 KR0985                         *CURRENT SURVEY CONTROL
 KR0985  ___________________________________________________________________
 KR0985* NAD 83(1986)-  39 10 08.     (N)    119 46 00.     (W)     SCALED    
 KR0985* NAVD 88     -      1429.13   (+/-2cm)    4688.7    (feet)  VERTCON   
 KR0985  ___________________________________________________________________
 KR0985  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 KR0985
 KR0985  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0985
 KR0985.The horizontal coordinates were scaled from a topographic map and have
 KR0985.an estimated accuracy of +/- 6 seconds.
 KR0985
 KR0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0985.The vertical order pertains to the NGVD 29 superseded value.
 KR0985
 KR0985.The geoid height was determined by GEOID03.
 KR0985
 KR0985;                    North         East    Units  Estimated Accuracy
 KR0985;SPC NV W     - 4,491,010.      697,750.      MT  (+/- 180 meters Scaled)
 KR0985
 KR0985                          SUPERSEDED SURVEY CONTROL
 KR0985
 KR0985  NGVD 29 (??/??/92) 1428.009  (m)         4685.06   (f) ADJ UNCH    1 2
 KR0985
 KR0985.Superseded values are not recommended for survey control.
 KR0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0985.See file dsdata.txt to determine how the superseded data were derived.
 KR0985
 KR0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD609391(NAD 83)
 KR0985_MARKER: DB = BENCH MARK DISK
 KR0985_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0985_SP_SET: FOUNDATION
 KR0985_STAMPING: G 323 1951
 KR0985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KR0985+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2003
 KR0985
 KR0985  HISTORY     - Date     Condition        Report By
 KR0985  HISTORY     - 1951     MONUMENTED       CGS
 KR0985  HISTORY     - 1953     GOOD             NGS
 KR0985  HISTORY     - 19960611 GOOD             NGS
 KR0985  HISTORY     - 20031214 GOOD             NGS
 KR0985
 KR0985                          STATION DESCRIPTION
 KR0985
 KR0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0985'IN CARSON CITY.
 KR0985'AT CARSON CITY, AT THE CIVIC AUDITORIUM BUILDING, SET VERTICALLY IN
 KR0985'THE WEST CONCRETE WALL OF THE FOUNDATION, 11.7 FEET WEST OF A SIDE
 KR0985'ENTRANCE, 0.5 FOOT SOUTH OF THE NORTHWEST CORNER, 0.7 FOOT ABOVE THE
 KR0985'GROUND.
 KR0985
 KR0985                          STATION RECOVERY (1996)
 KR0985
 KR0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 KR0985'CIVIC AUDITORIUM-LIBRARY IS NOW CHILDREN'S MUSEUM OF NORTHERN NEVADA
 KR0985'AT 813 CARSON ST.  GRAVITY READINGS WERE MADE 0.7 FEET BELOW ON BRICK
 KR0985'SIDEWALK (GRAVITY BASE STATION 'CARSON CITY', C 351, USGS CH351).
 KR0985
 KR0985                          STATION RECOVERY (2003)
 KR0985
 KR0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KR0985'SIDEWALK IS NOW 0.83 M BELOW MARK.  CARSON ST. IS ALSO ROUTES US 50
 KR0985'AND 395.  SITE IS 2 BLOCKS SOUTH OF JUNCTION OF ROUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0007 ***********************************************************************
 MT0007  DESIGNATION -  G 323
 MT0007  PID         -  MT0007
 MT0007  STATE/COUNTY-  NV/ELKO
 MT0007  USGS QUAD   -  GOLLAHER MOUNTAIN (1989)
 MT0007
 MT0007                         *CURRENT SURVEY CONTROL
 MT0007  ___________________________________________________________________
 MT0007* NAD 83(1986)-  41 59 25.     (N)    114 24 59.     (W)     SCALED    
 MT0007* NAVD 88     -      1737.890  (meters)    5701.73   (feet)  ADJUSTED  
 MT0007  ___________________________________________________________________
 MT0007  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 MT0007  DYNAMIC HT  -        1736.614 (meters)    5697.54  (feet)  COMP
 MT0007  MODELED GRAV-     979,825.8   (mgal)                       NAVD 88
 MT0007
 MT0007  VERT ORDER  -  SECOND    CLASS 0
 MT0007
 MT0007.The horizontal coordinates were scaled from a topographic map and have
 MT0007.an estimated accuracy of +/- 6 seconds.
 MT0007
 MT0007.The orthometric height was determined by differential leveling
 MT0007.and adjusted by the National Geodetic Survey in June 1991..
 MT0007
 MT0007.The geoid height was determined by GEOID03.
 MT0007
 MT0007.The dynamic height is computed by dividing the NAVD 88
 MT0007.geopotential number by the normal gravity value computed on the
 MT0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0007.degrees latitude (g = 980.6199 gals.).
 MT0007
 MT0007.The modeled gravity was interpolated from observed gravity values.
 MT0007
 MT0007;                    North         East    Units  Estimated Accuracy
 MT0007;SPC NV E     - 8,804,280.      296,690.      MT  (+/- 180 meters Scaled)
 MT0007
 MT0007                          SUPERSEDED SURVEY CONTROL
 MT0007
 MT0007  NGVD 29 (??/??/92) 1736.749  (m)         5697.98   (f) ADJ UNCH    2 0
 MT0007
 MT0007.Superseded values are not recommended for survey control.
 MT0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0007.See file dsdata.txt to determine how the superseded data were derived.
 MT0007
 MT0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG140519(NAD 83)
 MT0007_MARKER: DB = BENCH MARK DISK
 MT0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0007_STAMPING: G 323 1951
 MT0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0007+STABILITY: SURFACE MOTION
 MT0007
 MT0007  HISTORY     - Date     Condition        Report By
 MT0007  HISTORY     - 1951     MONUMENTED       CGS
 MT0007
 MT0007                          STATION DESCRIPTION
 MT0007
 MT0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0007'18.5 MI NE FROM SAN JACINTO.
 MT0007'18.5 MILES NORTHEAST, AT A POINT WHERE THE ROAD CROSSES A PROMINENT
 MT0007'WASH, 91 FEET EAST OF THE TOP OF THE EAST BANK OF THE WASH AT THE
 MT0007'APPROXIMATE CENTER A U, 47 FEET SOUTH OF THE CENTER LINE OF A ROAD, 34
 MT0007'1/2 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A PROMINENT PILE OF
 MT0007'ROCKS, 2 FEET NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD,
 MT0007'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MT0007'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0465 ***********************************************************************
 JR0465  DESIGNATION -  G 324
 JR0465  PID         -  JR0465
 JR0465  STATE/COUNTY-  NV/DOUGLAS
 JR0465  USGS QUAD   -  MINDEN (1982)
 JR0465
 JR0465                         *CURRENT SURVEY CONTROL
 JR0465  ___________________________________________________________________
 JR0465* NAD 83(1986)-  38 53 10.     (N)    119 49 06.     (W)     SCALED    
 JR0465* NAVD 88     -      1457.01   (+/-2cm)    4780.2    (feet)  VERTCON   
 JR0465  ___________________________________________________________________
 JR0465  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 JR0465
 JR0465  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0465
 JR0465.The horizontal coordinates were scaled from a topographic map and have
 JR0465.an estimated accuracy of +/- 6 seconds.
 JR0465
 JR0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0465.The vertical order pertains to the NGVD 29 superseded value.
 JR0465
 JR0465.The geoid height was determined by GEOID03.
 JR0465
 JR0465;                    North         East    Units  Estimated Accuracy
 JR0465;SPC NV W     - 4,459,680.      692,850.      MT  (+/- 180 meters Scaled)
 JR0465
 JR0465                          SUPERSEDED SURVEY CONTROL
 JR0465
 JR0465  NGVD 29 (??/??/92) 1455.791  (m)         4776.21   (f) ADJ UNCH    2 0
 JR0465
 JR0465.Superseded values are not recommended for survey control.
 JR0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0465.See file dsdata.txt to determine how the superseded data were derived.
 JR0465
 JR0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD555079(NAD 83)
 JR0465_MARKER: DB = BENCH MARK DISK
 JR0465_SETTING: 80 = SET IN A BOULDER
 JR0465_SP_SET: BOULDER
 JR0465_STAMPING: G 324 1951
 JR0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0465+STABILITY: SURFACE MOTION
 JR0465
 JR0465  HISTORY     - Date     Condition        Report By
 JR0465  HISTORY     - 1951     MONUMENTED       CGS
 JR0465
 JR0465                          STATION DESCRIPTION
 JR0465
 JR0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JR0465'5.2 MI N FROM FREDERICKSBURG.
 JR0465'ABOUT 5.2 MILES NORTH ALONG A COUNTY ROAD AND FOOTHILL ROAD FROM
 JR0465'THE SCHOOLHOUSE AT FREDERICKSBURG, CALIFORNIA, ABOUT 200 YARDS
 JR0465'SOUTHEAST OF A BRICK RANCH HOUSE AND INSIDE A LARGE BOARD CORRAL,
 JR0465'130 FEET EAST OF THE CENTER LINE OF THE ROAD, 106 1/2 FEET
 JR0465'SOUTHEAST OF TELEGRAPH POLE NO. 11495, 45 1/2 FEET NORTHEAST
 JR0465'OF THE SOUTHWEST CORNER OF THE CORRAL, 40 FEET SOUTH OF THE
 JR0465'SOUTH EDGE OF A LARGE BROKEN BOULDER, SET ON TOP AND NEAR THE
 JR0465'SOUTH END OF A 6-FOOT BY 14-FOOT BOULDER PROJECTING 1.5 FEET
 JR0465'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0610 ***********************************************************************
 MT0610  DESIGNATION -  G 326
 MT0610  PID         -  MT0610
 MT0610  STATE/COUNTY-  NV/ELKO
 MT0610  USGS QUAD   -  BIG TABLE (1986)
 MT0610
 MT0610                         *CURRENT SURVEY CONTROL
 MT0610  ___________________________________________________________________
 MT0610* NAD 83(1986)-  41 53 35.     (N)    115 40 46.     (W)     SCALED    
 MT0610* NAVD 88     -      1578.458  (meters)    5178.66   (feet)  ADJUSTED  
 MT0610  ___________________________________________________________________
 MT0610  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 MT0610  DYNAMIC HT  -        1577.306 (meters)    5174.88  (feet)  COMP
 MT0610  MODELED GRAV-     979,837.0   (mgal)                       NAVD 88
 MT0610
 MT0610  VERT ORDER  -  SECOND    CLASS 0
 MT0610
 MT0610.The horizontal coordinates were scaled from a topographic map and have
 MT0610.an estimated accuracy of +/- 6 seconds.
 MT0610
 MT0610.The orthometric height was determined by differential leveling
 MT0610.and adjusted by the National Geodetic Survey in June 1991..
 MT0610
 MT0610.The geoid height was determined by GEOID03.
 MT0610
 MT0610.The dynamic height is computed by dividing the NAVD 88
 MT0610.geopotential number by the normal gravity value computed on the
 MT0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0610.degrees latitude (g = 980.6199 gals.).
 MT0610
 MT0610.The modeled gravity was interpolated from observed gravity values.
 MT0610
 MT0610;                    North         East    Units  Estimated Accuracy
 MT0610;SPC NV E     - 8,792,830.      192,030.      MT  (+/- 180 meters Scaled)
 MT0610
 MT0610                          SUPERSEDED SURVEY CONTROL
 MT0610
 MT0610  NGVD 29 (??/??/92) 1577.289  (m)         5174.82   (f) ADJ UNCH    2 0
 MT0610
 MT0610.Superseded values are not recommended for survey control.
 MT0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0610.See file dsdata.txt to determine how the superseded data were derived.
 MT0610
 MT0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG095387(NAD 83)
 MT0610_MARKER: DB = BENCH MARK DISK
 MT0610_SETTING: 80 = SET IN A BOULDER
 MT0610_STAMPING: G 326 1951
 MT0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0610+STABILITY: SURFACE MOTION
 MT0610
 MT0610  HISTORY     - Date     Condition        Report By
 MT0610  HISTORY     - 1951     MONUMENTED       CGS
 MT0610
 MT0610                          STATION DESCRIPTION
 MT0610
 MT0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0610'27.8 MI NE FROM MOUNTAIN CITY.
 MT0610'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0610'MOUNTAIN CITY, THENCE 15.0 MILES EAST ALONG A GRAVEL ROAD, THENCE 2.6
 MT0610'MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 9.2 MILES NORTHEAST ALONG A
 MT0610'GRAVEL ROAD, SET IN THE TOP OF A LARGE LAVA ROCK BOULDER, 52.0 FEET
 MT0610'EAST OF THE EAST EDGE OR BANK OF MEADOW CREEK, 21 1/2 FEET WEST OF THE
 MT0610'CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND MARKED WITH
 MT0610'WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0031 ***********************************************************************
 MT0031  DESIGNATION -  G 327
 MT0031  PID         -  MT0031
 MT0031  STATE/COUNTY-  NV/ELKO
 MT0031  USGS QUAD   -  FIVEMILE GULCH (1989)
 MT0031
 MT0031                         *CURRENT SURVEY CONTROL
 MT0031  ___________________________________________________________________
 MT0031* NAD 83(1986)-  41 54 42.     (N)    114 11 14.     (W)     SCALED    
 MT0031* NAVD 88     -      1707.859  (meters)    5603.20   (feet)  ADJUSTED  
 MT0031  ___________________________________________________________________
 MT0031  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 MT0031  DYNAMIC HT  -        1706.587 (meters)    5599.03  (feet)  COMP
 MT0031  MODELED GRAV-     979,817.3   (mgal)                       NAVD 88
 MT0031
 MT0031  VERT ORDER  -  SECOND    CLASS 0
 MT0031
 MT0031.The horizontal coordinates were scaled from a topographic map and have
 MT0031.an estimated accuracy of +/- 6 seconds.
 MT0031
 MT0031.The orthometric height was determined by differential leveling
 MT0031.and adjusted by the National Geodetic Survey in June 1991..
 MT0031
 MT0031.The geoid height was determined by GEOID03.
 MT0031
 MT0031.The dynamic height is computed by dividing the NAVD 88
 MT0031.geopotential number by the normal gravity value computed on the
 MT0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0031.degrees latitude (g = 980.6199 gals.).
 MT0031
 MT0031.The modeled gravity was interpolated from observed gravity values.
 MT0031
 MT0031;                    North         East    Units  Estimated Accuracy
 MT0031;SPC NV E     - 8,795,830.      315,820.      MT  (+/- 180 meters Scaled)
 MT0031
 MT0031                          SUPERSEDED SURVEY CONTROL
 MT0031
 MT0031  NGVD 29 (??/??/92) 1706.725  (m)         5599.48   (f) ADJ UNCH    2 0
 MT0031
 MT0031.Superseded values are not recommended for survey control.
 MT0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0031.See file dsdata.txt to determine how the superseded data were derived.
 MT0031
 MT0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG332437(NAD 83)
 MT0031_MARKER: DB = BENCH MARK DISK
 MT0031_SETTING: 80 = SET IN A BOULDER
 MT0031_STAMPING: G 327 1951
 MT0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0031+STABILITY: SURFACE MOTION
 MT0031
 MT0031  HISTORY     - Date     Condition        Report By
 MT0031  HISTORY     - 1951     MONUMENTED       CGS
 MT0031
 MT0031                          STATION DESCRIPTION
 MT0031
 MT0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0031'31.0 MI NW FROM GROUSE CREEK.
 MT0031'3.4 MILES NORTH, 15.6 MILES NORTHWEST, 2.5 MILES NORTHWEST, 9.5 MILES
 MT0031'SOUTHWEST, AT THE SUMMIT OF A GRADE, ON THE NORTHEAST SLOPE OF A ROCKY
 MT0031'HILL, AND SET IN THE TOP OF A SMALL BOULDER WHICH PROJECTS ABOUT 1
 MT0031'FOOT ABOVE THE GROUND, 60 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MT0031'ROAD, 17 1/2 FEET EAST OF A BRUSHY JUNIPER TREE WHICH FORKS SEVERAL
 MT0031'TIMES AT THE GROUND, AND ABOUT 13 FEET HIGHER THAN THE ROAD, 3 FEET
 MT0031'WEST OF A 2 1/2 FEET HIGH CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1262 ***********************************************************************
 GR1262  DESIGNATION -  G 328
 GR1262  PID         -  GR1262
 GR1262  STATE/COUNTY-  NV/NYE
 GR1262  USGS QUAD   -  MERCURY (1983)
 GR1262
 GR1262                         *CURRENT SURVEY CONTROL
 GR1262  ___________________________________________________________________
 GR1262* NAD 83(1986)-  36 43 46.     (N)    116 00 02.     (W)     SCALED    
 GR1262* NAVD 88     -      1045.112  (meters)    3428.84   (feet)  ADJUSTED  
 GR1262  ___________________________________________________________________
 GR1262  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GR1262  DYNAMIC HT  -        1043.992 (meters)    3425.16  (feet)  COMP
 GR1262  MODELED GRAV-     979,524.8   (mgal)                       NAVD 88
 GR1262
 GR1262  VERT ORDER  -  SECOND    CLASS 0
 GR1262
 GR1262.The horizontal coordinates were scaled from a topographic map and have
 GR1262.an estimated accuracy of +/- 6 seconds.
 GR1262
 GR1262.The orthometric height was determined by differential leveling
 GR1262.and adjusted by the National Geodetic Survey in June 1991..
 GR1262
 GR1262.The geoid height was determined by GEOID03.
 GR1262
 GR1262.The dynamic height is computed by dividing the NAVD 88
 GR1262.geopotential number by the normal gravity value computed on the
 GR1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1262.degrees latitude (g = 980.6199 gals.).
 GR1262
 GR1262.The modeled gravity was interpolated from observed gravity values.
 GR1262
 GR1262;                    North         East    Units  Estimated Accuracy
 GR1262;SPC NV C     - 6,219,810.      559,500.      MT  (+/- 180 meters Scaled)
 GR1262
 GR1262                          SUPERSEDED SURVEY CONTROL
 GR1262
 GR1262  NGVD 29 (??/??/92) 1044.257  (m)         3426.03   (f) ADJ UNCH    2 0
 GR1262
 GR1262.Superseded values are not recommended for survey control.
 GR1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1262.See file dsdata.txt to determine how the superseded data were derived.
 GR1262
 GR1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA892653(NAD 83)
 GR1262_MARKER: DB = BENCH MARK DISK
 GR1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1262_STAMPING: G 328 1952
 GR1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1262+STABILITY: SURFACE MOTION
 GR1262
 GR1262  HISTORY     - Date     Condition        Report By
 GR1262  HISTORY     - 1952     MONUMENTED       CGS
 GR1262
 GR1262                          STATION DESCRIPTION
 GR1262
 GR1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GR1262'6.0 MI NW FROM MERCURY.
 GR1262'0.15 MILE WEST ALONG RANGER AVENUE FROM THE POST OFFICE AT MERCURY,
 GR1262'THENCE 2.6 MILES NORTH ALONG THE MERCURY HIGHWAY, THENCE 3.25 MILES
 GR1262'NORTHWEST ALONG THE MERCURY HIGHWAY, ON THE INSIDE OF A CURVE IN THE
 GR1262'HIGHWAY, BETWEEN TWO SMALL RIDGES, 133 FEET EAST OF THE CENTER LINE OF
 GR1262'THE HIGHWAY, 32 FEET NORTHWEST OF A POWER POLE, 4.4 FEET SOUTHWEST OF
 GR1262'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GR1262'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0060 ***********************************************************************
 JP0060  DESIGNATION -  G 33
 JP0060  PID         -  JP0060
 JP0060  STATE/COUNTY-  NV/NYE
 JP0060  USGS QUAD   -  WHITE PINE PEAK (1990)
 JP0060
 JP0060                         *CURRENT SURVEY CONTROL
 JP0060  ___________________________________________________________________
 JP0060* NAD 83(1986)-  38 45 01.     (N)    115 27 30.     (W)     SCALED    
 JP0060* NAVD 88     -      1613.555  (meters)    5293.81   (feet)  POSTED    
 JP0060  ___________________________________________________________________
 JP0060  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 JP0060  DYNAMIC HT  -        1611.840 (meters)    5288.18  (feet)  COMP
 JP0060  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 JP0060
 JP0060  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0060
 JP0060.The horizontal coordinates were scaled from a topographic map and have
 JP0060.an estimated accuracy of +/- 6 seconds.
 JP0060
 JP0060.The orthometric height was determined by differential leveling
 JP0060.and adjusted by the National Geodetic Survey in 1992..
 JP0060.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0060.rate of 0.0 thru 1.0 mm/km.
 JP0060
 JP0060.The geoid height was determined by GEOID03.
 JP0060
 JP0060.The dynamic height is computed by dividing the NAVD 88
 JP0060.geopotential number by the normal gravity value computed on the
 JP0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0060.degrees latitude (g = 980.6199 gals.).
 JP0060
 JP0060.The modeled gravity was interpolated from observed gravity values.
 JP0060
 JP0060;                    North         East    Units  Estimated Accuracy
 JP0060;SPC NV C     - 6,444,570.      605,030.      MT  (+/- 180 meters Scaled)
 JP0060
 JP0060                          SUPERSEDED SURVEY CONTROL
 JP0060
 JP0060  NGVD 29 (??/??/92) 1612.368  (m)         5289.91   (f) ADJ UNCH    1 2
 JP0060
 JP0060.Superseded values are not recommended for survey control.
 JP0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0060.See file dsdata.txt to determine how the superseded data were derived.
 JP0060
 JP0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC339901(NAD 83)
 JP0060_MARKER: DB = BENCH MARK DISK
 JP0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0060_STAMPING: 5289.911 G 33 1933
 JP0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0060+STABILITY: SURFACE MOTION
 JP0060
 JP0060  HISTORY     - Date     Condition        Report By
 JP0060  HISTORY     - 1933     MONUMENTED       CGS
 JP0060  HISTORY     - 1956     POOR             USGS
 JP0060  HISTORY     - 1958     MARK NOT FOUND   NGS
 JP0060
 JP0060                          STATION DESCRIPTION
 JP0060
 JP0060'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JP0060'1.0 MI NE FROM CURRANT.
 JP0060'1.0 MILE NORTHEAST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JP0060'CURRANT, NYE COUNTY, AND 48 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JP0060'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 JP0060'GROUND.
 JP0060
 JP0060                          STATION RECOVERY (1958)
 JP0060
 JP0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JP0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0211 ***********************************************************************
 HP0211  DESIGNATION -  G 330
 HP0211  PID         -  HP0211
 HP0211  STATE/COUNTY-  NV/LINCOLN
 HP0211  USGS QUAD   -  GROOM MINE (1989)
 HP0211
 HP0211                         *CURRENT SURVEY CONTROL
 HP0211  ___________________________________________________________________
 HP0211* NAD 83(1986)-  37 19 11.     (N)    115 46 13.     (W)     SCALED    
 HP0211* NAVD 88     -      1460.319  (meters)    4791.06   (feet)  ADJUSTED  
 HP0211  ___________________________________________________________________
 HP0211  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 HP0211  DYNAMIC HT  -        1458.707 (meters)    4785.77  (feet)  COMP
 HP0211  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 HP0211
 HP0211  VERT ORDER  -  SECOND    CLASS 0
 HP0211
 HP0211.The horizontal coordinates were scaled from a topographic map and have
 HP0211.an estimated accuracy of +/- 6 seconds.
 HP0211
 HP0211.The orthometric height was determined by differential leveling
 HP0211.and adjusted by the National Geodetic Survey in June 1991..
 HP0211
 HP0211.The geoid height was determined by GEOID03.
 HP0211
 HP0211.The dynamic height is computed by dividing the NAVD 88
 HP0211.geopotential number by the normal gravity value computed on the
 HP0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0211.degrees latitude (g = 980.6199 gals.).
 HP0211
 HP0211.The modeled gravity was interpolated from observed gravity values.
 HP0211
 HP0211;                    North         East    Units  Estimated Accuracy
 HP0211;SPC NV E     - 8,285,120.      183,430.      MT  (+/- 180 meters Scaled)
 HP0211
 HP0211                          SUPERSEDED SURVEY CONTROL
 HP0211
 HP0211  NGVD 29 (??/??/92) 1459.356  (m)         4787.90   (f) ADJ UNCH    2 0
 HP0211
 HP0211.Superseded values are not recommended for survey control.
 HP0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0211.See file dsdata.txt to determine how the superseded data were derived.
 HP0211
 HP0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB089310(NAD 83)
 HP0211_MARKER: DB = BENCH MARK DISK
 HP0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0211_STAMPING: G 330 1952
 HP0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0211+STABILITY: SURFACE MOTION
 HP0211
 HP0211  HISTORY     - Date     Condition        Report By
 HP0211  HISTORY     - 1952     MONUMENTED       CGS
 HP0211
 HP0211                          STATION DESCRIPTION
 HP0211
 HP0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HP0211'1.4 MI S FROM GROOM LAKE.
 HP0211'1.4 MILES SOUTH ALONG THE GROOM MINE ROAD FROM THE D. SHEEHAN
 HP0211'RESIDENCE AT THE GROOM MINE, LINCOLN COUNTY, AT THE NORTH END OF GROOM
 HP0211'AIR STRIP, 30 YARDS NORTHWEST OF THE CENTER OF THE ROAD, 45 FEET EAST
 HP0211'OF THE EAST EDGE OF THE AIR STRIP, AND 4 FEET WEST OF A WITNESS POST.
 HP0211'A STANDARD DISK, STAMPED G 330 1952 AND SET IN THE TOP OF A CONCRETE
 HP0211'POST WHICH PROJECTS 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0485 ***********************************************************************
 HQ0485  DESIGNATION -  G 331
 HQ0485  PID         -  HQ0485
 HQ0485  STATE/COUNTY-  NV/NYE
 HQ0485  USGS QUAD   -  TOLICHA PEAK (1986)
 HQ0485
 HQ0485                         *CURRENT SURVEY CONTROL
 HQ0485  ___________________________________________________________________
 HQ0485* NAD 83(1986)-  37 20 10.     (N)    116 47 04.     (W)     SCALED    
 HQ0485* NAVD 88     -      1684.658  (meters)    5527.08   (feet)  ADJUSTED  
 HQ0485  ___________________________________________________________________
 HQ0485  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 HQ0485  DYNAMIC HT  -        1682.721 (meters)    5520.73  (feet)  COMP
 HQ0485  MODELED GRAV-     979,420.9   (mgal)                       NAVD 88
 HQ0485
 HQ0485  VERT ORDER  -  SECOND    CLASS 0
 HQ0485
 HQ0485.The horizontal coordinates were scaled from a topographic map and have
 HQ0485.an estimated accuracy of +/- 6 seconds.
 HQ0485
 HQ0485.The orthometric height was determined by differential leveling
 HQ0485.and adjusted by the National Geodetic Survey in June 1991..
 HQ0485
 HQ0485.The geoid height was determined by GEOID03.
 HQ0485
 HQ0485.The dynamic height is computed by dividing the NAVD 88
 HQ0485.geopotential number by the normal gravity value computed on the
 HQ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0485.degrees latitude (g = 980.6199 gals.).
 HQ0485
 HQ0485.The modeled gravity was interpolated from observed gravity values.
 HQ0485
 HQ0485;                    North         East    Units  Estimated Accuracy
 HQ0485;SPC NV C     - 6,286,930.      489,560.      MT  (+/- 180 meters Scaled)
 HQ0485
 HQ0485                          SUPERSEDED SURVEY CONTROL
 HQ0485
 HQ0485.No superseded survey control is available for this station.
 HQ0485
 HQ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB190321(NAD 83)
 HQ0485_MARKER: DB = BENCH MARK DISK
 HQ0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0485_STAMPING: G 331 1952
 HQ0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0485+STABILITY: SURFACE MOTION
 HQ0485
 HQ0485  HISTORY     - Date     Condition        Report By
 HQ0485  HISTORY     - 1952     MONUMENTED       CGS
 HQ0485
 HQ0485                          STATION DESCRIPTION
 HQ0485
 HQ0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0485'34.3 MI N FROM BEATTY.
 HQ0485'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0485'AT BEATTY, THENCE 12.75 MILES NORTH ALONG A WINDING TRACK ROAD,
 HQ0485'THENCE 0.15 MILE NORTHWEST ALONG A TRACK ROAD, THENCE 0.75 MILE
 HQ0485'NORTHEAST ALONG A TRACK ROAD, THENCE 2.0 MILES NORTH ALONG A
 HQ0485'TRACK ROAD, 35 FEET EAST OF THE CENTER LINE OF A TRACK ROAD,
 HQ0485'2.6 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 HQ0485'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0255 ***********************************************************************
 HQ0255  DESIGNATION -  G 332
 HQ0255  PID         -  HQ0255
 HQ0255  STATE/COUNTY-  NV/NYE
 HQ0255  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0255
 HQ0255                         *CURRENT SURVEY CONTROL
 HQ0255  ___________________________________________________________________
 HQ0255* NAD 83(1986)-  37 39 25.     (N)    116 40 45.     (W)     SCALED    
 HQ0255* NAVD 88     -      1652.942  (meters)    5423.03   (feet)  ADJUSTED  
 HQ0255  ___________________________________________________________________
 HQ0255  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 HQ0255  DYNAMIC HT  -        1651.057 (meters)    5416.84  (feet)  COMP
 HQ0255  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 HQ0255
 HQ0255  VERT ORDER  -  SECOND    CLASS 0
 HQ0255
 HQ0255.The horizontal coordinates were scaled from a topographic map and have
 HQ0255.an estimated accuracy of +/- 6 seconds.
 HQ0255
 HQ0255.The orthometric height was determined by differential leveling
 HQ0255.and adjusted by the National Geodetic Survey in June 1991..
 HQ0255
 HQ0255.The geoid height was determined by GEOID03.
 HQ0255
 HQ0255.The dynamic height is computed by dividing the NAVD 88
 HQ0255.geopotential number by the normal gravity value computed on the
 HQ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0255.degrees latitude (g = 980.6199 gals.).
 HQ0255
 HQ0255.The modeled gravity was interpolated from observed gravity values.
 HQ0255
 HQ0255;                    North         East    Units  Estimated Accuracy
 HQ0255;SPC NV C     - 6,322,530.      498,900.      MT  (+/- 180 meters Scaled)
 HQ0255
 HQ0255                          SUPERSEDED SURVEY CONTROL
 HQ0255
 HQ0255.No superseded survey control is available for this station.
 HQ0255
 HQ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB282678(NAD 83)
 HQ0255_MARKER: DB = BENCH MARK DISK
 HQ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0255_STAMPING: G 332 1952
 HQ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0255+STABILITY: SURFACE MOTION
 HQ0255
 HQ0255  HISTORY     - Date     Condition        Report By
 HQ0255  HISTORY     - 1952     MONUMENTED       CGS
 HQ0255  HISTORY     - 1984     GOOD             USGS
 HQ0255
 HQ0255                          STATION DESCRIPTION
 HQ0255
 HQ0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0255'49.3 MI SE FROM TONOPAH.
 HQ0255'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ0255'TONOPAH, THENCE 21.1 MILES SOUTHEAST ALONG AN OILED ROAD, THENCE
 HQ0255'8.5 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 7.7 MILES SOUTH
 HQ0255'ALONG A TRACK ROAD, 69 FEET NORTHEAST OF THE CENTER LINE OF A
 HQ0255'TRACK ROAD, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 HQ0255'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 HQ0255
 HQ0255                          STATION RECOVERY (1984)
 HQ0255
 HQ0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0255'16 MILES SOUTH OF TONOPAH GATE TTR, FROM TONOPAH GATE OF TONOPAH TEST
 HQ0255'RANGE: SOUTH 13.4 MILES ALONG THE MAIN PAVED ROAD TO A T-ROAD EAST.
 HQ0255'TURN EAST (LEFT) ONTO A GRADED ROAD 1.9 MILES TO A TRACK ROAD AT THE
 HQ0255'EDGE OF A DRY LAKE. TURN SOUTH (RIGHT) 3.1 MILES ON TRACK ROAD. BM IS
 HQ0255'65 FEET EAST OF ROAD. STANDARD TABLET SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0099 ***********************************************************************
 GS0099  DESIGNATION -  G 333
 GS0099  PID         -  GS0099
 GS0099  STATE/COUNTY-  NV/NYE
 GS0099  USGS QUAD   -  STRIPED HILLS (1983)
 GS0099
 GS0099                         *CURRENT SURVEY CONTROL
 GS0099  ___________________________________________________________________
 GS0099* NAD 83(1986)-  36 41 22.     (N)    116 22 31.     (W)     SCALED    
 GS0099* NAVD 88     -       861.114  (meters)    2825.17   (feet)  ADJUSTED  
 GS0099  ___________________________________________________________________
 GS0099  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 GS0099  DYNAMIC HT  -         860.230 (meters)    2822.27  (feet)  COMP
 GS0099  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 GS0099
 GS0099  VERT ORDER  -  SECOND    CLASS 0
 GS0099
 GS0099.The horizontal coordinates were scaled from a topographic map and have
 GS0099.an estimated accuracy of +/- 6 seconds.
 GS0099
 GS0099.The orthometric height was determined by differential leveling
 GS0099.and adjusted by the National Geodetic Survey in June 1991..
 GS0099
 GS0099.The geoid height was determined by GEOID03.
 GS0099
 GS0099.The dynamic height is computed by dividing the NAVD 88
 GS0099.geopotential number by the normal gravity value computed on the
 GS0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0099.degrees latitude (g = 980.6199 gals.).
 GS0099
 GS0099.The modeled gravity was interpolated from observed gravity values.
 GS0099
 GS0099;                    North         East    Units  Estimated Accuracy
 GS0099;SPC NV C     - 6,215,210.      526,040.      MT  (+/- 180 meters Scaled)
 GS0099
 GS0099                          SUPERSEDED SURVEY CONTROL
 GS0099
 GS0099  NGVD 29 (??/??/??)  860.279  (m)         2822.43   (f) ADJUSTED    2 0
 GS0099
 GS0099.Superseded values are not recommended for survey control.
 GS0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0099.See file dsdata.txt to determine how the superseded data were derived.
 GS0099
 GS0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA558606(NAD 83)
 GS0099_MARKER: DB = BENCH MARK DISK
 GS0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0099_STAMPING: G 333 1952
 GS0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0099+STABILITY: SURFACE MOTION
 GS0099
 GS0099  HISTORY     - Date     Condition        Report By
 GS0099  HISTORY     - 1952     MONUMENTED       CGS
 GS0099
 GS0099                          STATION DESCRIPTION
 GS0099
 GS0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0099'3.5 MI N FROM LATHROP WELLS.
 GS0099'0.1 MILE WEST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF ITS
 GS0099'Y JUNCTION WITH STATE HIGHWAY 29 AT LATHROP WELLS, THENCE 3.4
 GS0099'MILES NORTH ALONG A TRACK ROAD, 17 FEET WEST OF THE CENTER LINE
 GS0099'OF A TRACK ROAD, 2.4 FEET SOUTH OF A WITNESS POST, SET IN THE
 GS0099'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0444 ***********************************************************************
 HQ0444  DESIGNATION -  G 334
 HQ0444  PID         -  HQ0444
 HQ0444  STATE/COUNTY-  NV/NYE
 HQ0444  USGS QUAD   -  TIPPIPAH SPRING (1986)
 HQ0444
 HQ0444                         *CURRENT SURVEY CONTROL
 HQ0444  ___________________________________________________________________
 HQ0444* NAD 83(1986)-  37 04 15.     (N)    116 09 58.     (W)     SCALED    
 HQ0444* NAVD 88     -      1423.874  (meters)    4671.49   (feet)  ADJUSTED  
 HQ0444  ___________________________________________________________________
 HQ0444  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 HQ0444  DYNAMIC HT  -        1422.275 (meters)    4666.25  (feet)  COMP
 HQ0444  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 HQ0444
 HQ0444  VERT ORDER  -  SECOND    CLASS 0
 HQ0444
 HQ0444.The horizontal coordinates were scaled from a topographic map and have
 HQ0444.an estimated accuracy of +/- 6 seconds.
 HQ0444
 HQ0444.The orthometric height was determined by differential leveling
 HQ0444.and adjusted by the National Geodetic Survey in June 1991..
 HQ0444
 HQ0444.The geoid height was determined by GEOID03.
 HQ0444
 HQ0444.The dynamic height is computed by dividing the NAVD 88
 HQ0444.geopotential number by the normal gravity value computed on the
 HQ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0444.degrees latitude (g = 980.6199 gals.).
 HQ0444
 HQ0444.The modeled gravity was interpolated from observed gravity values.
 HQ0444
 HQ0444;                    North         East    Units  Estimated Accuracy
 HQ0444;SPC NV C     - 6,257,610.      544,510.      MT  (+/- 180 meters Scaled)
 HQ0444
 HQ0444                          SUPERSEDED SURVEY CONTROL
 HQ0444
 HQ0444  NGVD 29 (??/??/92) 1422.897  (m)         4668.29   (f) ADJ UNCH    2 0
 HQ0444
 HQ0444.Superseded values are not recommended for survey control.
 HQ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0444.See file dsdata.txt to determine how the superseded data were derived.
 HQ0444
 HQ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB741030(NAD 83)
 HQ0444_MARKER: DB = BENCH MARK DISK
 HQ0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0444_STAMPING: G 334 1952
 HQ0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0444+STABILITY: SURFACE MOTION
 HQ0444
 HQ0444  HISTORY     - Date     Condition        Report By
 HQ0444  HISTORY     - 1952     MONUMENTED       CGS
 HQ0444  HISTORY     - 1984     GOOD             USGS
 HQ0444
 HQ0444                          STATION DESCRIPTION
 HQ0444
 HQ0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0444'3.1 MI NE FROM TIPPIPAH SPRINGS.
 HQ0444'3.1 MILES NORTHEAST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0444'AT TIPPIPAH SPRINGS, 42 FEET SOUTHEAST OF THE CENTER LINE OF
 HQ0444'THE ROAD, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 HQ0444'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 HQ0444
 HQ0444                          STATION RECOVERY (1984)
 HQ0444
 HQ0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0444'RANCH IMPROVEMENT AT TIPPIPAH SPRINGS, 3.1 MILES NORTHEAST OF YUCCA
 HQ0444'PASS, 12.02 MILES 12.05 MILES NORTH-NORTHWEST OF, 2.5 MILES WEST OF
 HQ0444'THE JCT OF TIPPIPAH HWY. AND THE PAHUTE MESA ROAD ALONG THE PAHAUTE
 HQ0444'MESA ROAD TO A METAL TANK NORTH OF THE ROAD, 3.1 MILES NORTHEAST OF
 HQ0444'TIPPIPAH SPRING, APPROX. 400 FT. NORTH OF THE WATER TANK, 42 FT.
 HQ0444'SOUTHEAST OF THE CENTER OF THE DRAIN, 2.0 FT. SOUTH OF A WITNESS
 HQ0444'POST, A STANDARD DISK SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0139 ***********************************************************************
 GS0139  DESIGNATION -  G 335
 GS0139  PID         -  GS0139
 GS0139  STATE/COUNTY-  NV/NYE
 GS0139  USGS QUAD   -  MINE MOUNTAIN (1986)
 GS0139
 GS0139                         *CURRENT SURVEY CONTROL
 GS0139  ___________________________________________________________________
 GS0139* NAD 83(1986)-  36 53 08.     (N)    116 12 24.     (W)     SCALED    
 GS0139* NAVD 88     -      1460.827  (meters)    4792.73   (feet)  ADJUSTED  
 GS0139  ___________________________________________________________________
 GS0139  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 GS0139  DYNAMIC HT  -        1459.170 (meters)    4787.29  (feet)  COMP
 GS0139  MODELED GRAV-     979,446.1   (mgal)                       NAVD 88
 GS0139
 GS0139  VERT ORDER  -  SECOND    CLASS 0
 GS0139
 GS0139.The horizontal coordinates were scaled from a topographic map and have
 GS0139.an estimated accuracy of +/- 6 seconds.
 GS0139
 GS0139.The orthometric height was determined by differential leveling
 GS0139.and adjusted by the National Geodetic Survey in June 1991..
 GS0139
 GS0139.The geoid height was determined by GEOID03.
 GS0139
 GS0139.The dynamic height is computed by dividing the NAVD 88
 GS0139.geopotential number by the normal gravity value computed on the
 GS0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0139.degrees latitude (g = 980.6199 gals.).
 GS0139
 GS0139.The modeled gravity was interpolated from observed gravity values.
 GS0139
 GS0139;                    North         East    Units  Estimated Accuracy
 GS0139;SPC NV C     - 6,237,030.      541,000.      MT  (+/- 180 meters Scaled)
 GS0139
 GS0139                          SUPERSEDED SURVEY CONTROL
 GS0139
 GS0139  NGVD 29 (??/??/??) 1459.853  (m)         4789.53   (f) ADJUSTED    2 0
 GS0139
 GS0139.Superseded values are not recommended for survey control.
 GS0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0139.See file dsdata.txt to determine how the superseded data were derived.
 GS0139
 GS0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA706824(NAD 83)
 GS0139_MARKER: DB = BENCH MARK DISK
 GS0139_SETTING: 80 = SET IN A BOULDER
 GS0139_SP_SET: BOULDER
 GS0139_STAMPING: G 335 1952
 GS0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0139+STABILITY: SURFACE MOTION
 GS0139
 GS0139  HISTORY     - Date     Condition        Report By
 GS0139  HISTORY     - 1952     MONUMENTED       CGS
 GS0139  HISTORY     - 1952     GOOD             NGS
 GS0139
 GS0139                          STATION DESCRIPTION
 GS0139
 GS0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0139'12.8 MI SE FROM TIPPIPAH SPRINGS.
 GS0139'12.8 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE RANCH
 GS0139'IMPROVEMENTS AT TIPPIPAH SPRINGS, 93 FEET EAST OF THE CENTER
 GS0139'LINE OF THE ROAD, 0.5 FOOT ABOVE THE GROUND, SET IN THE TOP OF
 GS0139'THE BASE OF THE NORTH SIDE OF A LARGE GRANITE BOULDER WHICH
 GS0139'HAS THE LETTERS BM PAINTED ON IT.
 GS0139
 GS0139                          STATION RECOVERY (1952)
 GS0139
 GS0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GS0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0281 ***********************************************************************
 HQ0281  DESIGNATION -  G 337
 HQ0281  PID         -  HQ0281
 HQ0281  STATE/COUNTY-  NV/NYE
 HQ0281  USGS QUAD   -  MELLAN (1988)
 HQ0281
 HQ0281                         *CURRENT SURVEY CONTROL
 HQ0281  ___________________________________________________________________
 HQ0281* NAD 83(1986)-  37 39 00.     (N)    116 31 11.     (W)     SCALED    
 HQ0281* NAVD 88     -      1661.457  (meters)    5450.96   (feet)  ADJUSTED  
 HQ0281  ___________________________________________________________________
 HQ0281  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 HQ0281  DYNAMIC HT  -        1659.572 (meters)    5444.78  (feet)  COMP
 HQ0281  MODELED GRAV-     979,436.8   (mgal)                       NAVD 88
 HQ0281
 HQ0281  VERT ORDER  -  SECOND    CLASS 0
 HQ0281
 HQ0281.The horizontal coordinates were scaled from a topographic map and have
 HQ0281.an estimated accuracy of +/- 6 seconds.
 HQ0281
 HQ0281.The orthometric height was determined by differential leveling
 HQ0281.and adjusted by the National Geodetic Survey in June 1991..
 HQ0281
 HQ0281.The geoid height was determined by GEOID03.
 HQ0281
 HQ0281.The dynamic height is computed by dividing the NAVD 88
 HQ0281.geopotential number by the normal gravity value computed on the
 HQ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0281.degrees latitude (g = 980.6199 gals.).
 HQ0281
 HQ0281.The modeled gravity was interpolated from observed gravity values.
 HQ0281
 HQ0281;                    North         East    Units  Estimated Accuracy
 HQ0281;SPC NV C     - 6,321,770.      512,970.      MT  (+/- 180 meters Scaled)
 HQ0281
 HQ0281                          SUPERSEDED SURVEY CONTROL
 HQ0281
 HQ0281.No superseded survey control is available for this station.
 HQ0281
 HQ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB423670(NAD 83)
 HQ0281_MARKER: DB = BENCH MARK DISK
 HQ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0281_SP_SET: CONCRETE POST
 HQ0281_STAMPING: G 337 1952
 HQ0281_MARK LOGO: CGS   
 HQ0281_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0281+STABILITY: SURFACE MOTION
 HQ0281
 HQ0281  HISTORY     - Date     Condition        Report By
 HQ0281  HISTORY     - 1952     MONUMENTED       CGS
 HQ0281  HISTORY     - 19920623 GOOD             LOCENG
 HQ0281
 HQ0281                          STATION DESCRIPTION
 HQ0281
 HQ0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0281'6 MI SE FROM MELLAN.
 HQ0281'6.0 MILES SOUTHEAST ALONG A DIRT ROAD FROM A LARGE GRANITE KNOLL
 HQ0281'AT MELLAN, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 HQ0281'3.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 HQ0281'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 HQ0281
 HQ0281                          STATION RECOVERY (1992)
 HQ0281
 HQ0281'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0558 ***********************************************************************
 HQ0558  DESIGNATION -  G 338
 HQ0558  PID         -  HQ0558
 HQ0558  STATE/COUNTY-  NV/NYE
 HQ0558  USGS QUAD   -  RHYOLITE KNOB (1987)
 HQ0558
 HQ0558                         *CURRENT SURVEY CONTROL
 HQ0558  ___________________________________________________________________
 HQ0558* NAD 83(1986)-  37 39 37.     (N)    116 11 51.     (W)     SCALED    
 HQ0558* NAVD 88     -      1743.948  (meters)    5721.60   (feet)  ADJUSTED  
 HQ0558  ___________________________________________________________________
 HQ0558  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 HQ0558  DYNAMIC HT  -        1741.940 (meters)    5715.01  (feet)  COMP
 HQ0558  MODELED GRAV-     979,417.1   (mgal)                       NAVD 88
 HQ0558
 HQ0558  VERT ORDER  -  SECOND    CLASS 0
 HQ0558
 HQ0558.The horizontal coordinates were scaled from a topographic map and have
 HQ0558.an estimated accuracy of +/- 6 seconds.
 HQ0558
 HQ0558.The orthometric height was determined by differential leveling
 HQ0558.and adjusted by the National Geodetic Survey in June 1991..
 HQ0558
 HQ0558.The geoid height was determined by GEOID03.
 HQ0558
 HQ0558.The dynamic height is computed by dividing the NAVD 88
 HQ0558.geopotential number by the normal gravity value computed on the
 HQ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0558.degrees latitude (g = 980.6199 gals.).
 HQ0558
 HQ0558.The modeled gravity was interpolated from observed gravity values.
 HQ0558
 HQ0558;                    North         East    Units  Estimated Accuracy
 HQ0558;SPC NV C     - 6,323,000.      541,390.      MT  (+/- 180 meters Scaled)
 HQ0558
 HQ0558                          SUPERSEDED SURVEY CONTROL
 HQ0558
 HQ0558  NGVD 29 (??/??/92) 1742.82   (m)         5717.9    (f) COMPUTED    2 0
 HQ0558
 HQ0558.Superseded values are not recommended for survey control.
 HQ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0558.See file dsdata.txt to determine how the superseded data were derived.
 HQ0558
 HQ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB707684(NAD 83)
 HQ0558_MARKER: DB = BENCH MARK DISK
 HQ0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0558_STAMPING: G 338 1952
 HQ0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0558+STABILITY: SURFACE MOTION
 HQ0558
 HQ0558  HISTORY     - Date     Condition        Report By
 HQ0558  HISTORY     - 1952     MONUMENTED       CGS
 HQ0558
 HQ0558                          STATION DESCRIPTION
 HQ0558
 HQ0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0558'7.4 MI SW FROM REED.
 HQ0558'7.4 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0558'AT REED, 39 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 HQ0558'3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0558'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1231 ***********************************************************************
 KR1231  DESIGNATION -  G 339
 KR1231  PID         -  KR1231
 KR1231  STATE/COUNTY-  NV/WASHOE
 KR1231  USGS QUAD   -  PATRICK (1980)
 KR1231
 KR1231                         *CURRENT SURVEY CONTROL
 KR1231  ___________________________________________________________________
 KR1231* NAD 83(1986)-  39 32 56.     (N)    119 34 24.     (W)     SCALED    
 KR1231* NAVD 88     -      1315.837  (meters)    4317.04   (feet)  ADJUSTED  
 KR1231  ___________________________________________________________________
 KR1231  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 KR1231  DYNAMIC HT  -        1314.658 (meters)    4313.17  (feet)  COMP
 KR1231  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 KR1231
 KR1231  VERT ORDER  -  FIRST     CLASS II
 KR1231
 KR1231.The horizontal coordinates were scaled from a topographic map and have
 KR1231.an estimated accuracy of +/- 6 seconds.
 KR1231
 KR1231.The orthometric height was determined by differential leveling
 KR1231.and adjusted by the National Geodetic Survey in June 1991..
 KR1231
 KR1231.The geoid height was determined by GEOID03.
 KR1231
 KR1231.The dynamic height is computed by dividing the NAVD 88
 KR1231.geopotential number by the normal gravity value computed on the
 KR1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1231.degrees latitude (g = 980.6199 gals.).
 KR1231
 KR1231.The modeled gravity was interpolated from observed gravity values.
 KR1231
 KR1231;                    North         East    Units  Estimated Accuracy
 KR1231;SPC NV W     - 4,533,000.      714,910.      MT  (+/- 180 meters Scaled)
 KR1231
 KR1231                          SUPERSEDED SURVEY CONTROL
 KR1231
 KR1231  NGVD 29 (??/??/92) 1314.790  (m)         4313.61   (f) ADJ UNCH    1 2
 KR1231
 KR1231.Superseded values are not recommended for survey control.
 KR1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1231.See file dsdata.txt to determine how the superseded data were derived.
 KR1231
 KR1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD788808(NAD 83)
 KR1231_MARKER: DB = BENCH MARK DISK
 KR1231_SETTING: 80 = SET IN A BOULDER
 KR1231_STAMPING: G 339 1953
 KR1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1231+STABILITY: SURFACE MOTION
 KR1231
 KR1231  HISTORY     - Date     Condition        Report By
 KR1231  HISTORY     - 1953     MONUMENTED       CGS
 KR1231  HISTORY     - 1969     MARK NOT FOUND   NGS
 KR1231  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1231
 KR1231                          STATION DESCRIPTION
 KR1231
 KR1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR1231'IN PATRICK.
 KR1231'AT PATRICK SIDING, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 4
 KR1231'RAILS EAST OF THE WATER TANK, 4 POLES EAST OF MILEPOLE 257, IN THE TOP
 KR1231'OF A LARGE GRAY BOULDER, 89 FEET NORTHWEST OF THE APPROXIMATE CENTER
 KR1231'OF THE CROSSING OF A DIRT ROAD, 59 1/2 FEET EAST OF A POLE, 57 FEET
 KR1231'EAST OF THE SOUTHEAST CORNER OF A YELLOW FRAME HOUSE, 43.9 FEET NORTH
 KR1231'OF THE NORTH RAIL OF THE MAIN TRACK, 8.5 FEET EAST OF THE SOUTHEAST
 KR1231'CORNER OF A BOARD FENCE AROUND THE HOUSE, AND ABOUT 3 FEET HIGHER THAN
 KR1231'THE TRACK.
 KR1231
 KR1231                          STATION RECOVERY (1969)
 KR1231
 KR1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KR1231'MARK NOT FOUND.
 KR1231
 KR1231                          STATION RECOVERY (2003)
 KR1231
 KR1231'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0009 ***********************************************************************
 JQ0009  DESIGNATION -  G 34
 JQ0009  PID         -  JQ0009
 JQ0009  STATE/COUNTY-  NV/NYE
 JQ0009  USGS QUAD   -  LUNAR CRATER (1967)
 JQ0009
 JQ0009                         *CURRENT SURVEY CONTROL
 JQ0009  ___________________________________________________________________
 JQ0009* NAD 83(1986)-  38 28 44.     (N)    116 06 13.     (W)     SCALED    
 JQ0009* NAVD 88     -      1796.067  (meters)    5892.60   (feet)  ADJUSTED  
 JQ0009  ___________________________________________________________________
 JQ0009  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 JQ0009  DYNAMIC HT  -        1794.091 (meters)    5886.11  (feet)  COMP
 JQ0009  MODELED GRAV-     979,465.1   (mgal)                       NAVD 88
 JQ0009
 JQ0009  VERT ORDER  -  FIRST     CLASS II
 JQ0009
 JQ0009.The horizontal coordinates were scaled from a topographic map and have
 JQ0009.an estimated accuracy of +/- 6 seconds.
 JQ0009
 JQ0009.The orthometric height was determined by differential leveling
 JQ0009.and adjusted by the National Geodetic Survey in June 1991..
 JQ0009
 JQ0009.The geoid height was determined by GEOID03.
 JQ0009
 JQ0009.The dynamic height is computed by dividing the NAVD 88
 JQ0009.geopotential number by the normal gravity value computed on the
 JQ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0009.degrees latitude (g = 980.6199 gals.).
 JQ0009
 JQ0009.The modeled gravity was interpolated from observed gravity values.
 JQ0009
 JQ0009;                    North         East    Units  Estimated Accuracy
 JQ0009;SPC NV C     - 6,413,910.      549,130.      MT  (+/- 180 meters Scaled)
 JQ0009
 JQ0009                          SUPERSEDED SURVEY CONTROL
 JQ0009
 JQ0009  NGVD 29 (??/??/92) 1794.905  (m)         5888.78   (f) ADJ UNCH    1 2
 JQ0009
 JQ0009.Superseded values are not recommended for survey control.
 JQ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0009.See file dsdata.txt to determine how the superseded data were derived.
 JQ0009
 JQ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC781593(NAD 83)
 JQ0009_MARKER: DB = BENCH MARK DISK
 JQ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0009_STAMPING: 5888.784 G34 1933
 JQ0009_MARK LOGO: CGS   
 JQ0009_PROJECTION: PROJECTING 30 CENTIMETERS
 JQ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0009+STABILITY: SURFACE MOTION
 JQ0009
 JQ0009  HISTORY     - Date     Condition        Report By
 JQ0009  HISTORY     - 1933     MONUMENTED       CGS
 JQ0009  HISTORY     - 1968     GOOD             USGS
 JQ0009  HISTORY     - 1984     GOOD             NGS
 JQ0009
 JQ0009                          STATION DESCRIPTION
 JQ0009
 JQ0009'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JQ0009'25.3 MI NE FROM WARM SPRINGS.
 JQ0009'ABOUT 25.3 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM WARM SPRINGS,
 JQ0009'ABOUT 2.1 MILES NORTHEAST OF THE TOP OF SANDY SUMMIT, 1,700 FEET
 JQ0009'SOUTHWEST OF THE INTERSECTION OF A ROAD LEADING NORTH AND 290 FEET
 JQ0009'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK STAMPED
 JQ0009'5888.784 G34 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JQ0009'ABOUT 14 INCHES ABOVE GROUND.
 JQ0009
 JQ0009                          STATION RECOVERY (1984)
 JQ0009
 JQ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0009'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0009'40.4 KM (25.25 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0009'STATE HIGHWAY 375 AT WARM SPRINGS, 0.5 KM (0.3 MI) WEST OF THE T
 JQ0009'JUNCTION OF MOORE STATION ROAD, 0.28 KM (0.15 MI) EAST OF MILEPOST 76,
 JQ0009'86.8 METERS (284.5 FT) NORTH OF THE HIGHWAY CENTERLINE AND 15.1 METERS
 JQ0009'(49.5 FT) SOUTH OF THE CENTER OF THE OLD ROAD BED.
 JQ0009'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 JQ0009'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0570 ***********************************************************************
 KR0570  DESIGNATION -  G 340
 KR0570  PID         -  KR0570
 KR0570  STATE/COUNTY-  NV/LYON
 KR0570  USGS QUAD   -  HAZEN (1985)
 KR0570
 KR0570                         *CURRENT SURVEY CONTROL
 KR0570  ___________________________________________________________________
 KR0570* NAD 83(1986)-  39 35 09.     (N)    119 05 48.     (W)     SCALED    
 KR0570* NAVD 88     -      1239.018  (meters)    4065.01   (feet)  ADJUSTED  
 KR0570  ___________________________________________________________________
 KR0570  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 KR0570  DYNAMIC HT  -        1237.968 (meters)    4061.57  (feet)  COMP
 KR0570  MODELED GRAV-     979,736.3   (mgal)                       NAVD 88
 KR0570
 KR0570  VERT ORDER  -  FIRST     CLASS II
 KR0570
 KR0570.The horizontal coordinates were scaled from a topographic map and have
 KR0570.an estimated accuracy of +/- 6 seconds.
 KR0570
 KR0570.The orthometric height was determined by differential leveling
 KR0570.and adjusted by the National Geodetic Survey in June 1991..
 KR0570
 KR0570.The geoid height was determined by GEOID03.
 KR0570
 KR0570.The dynamic height is computed by dividing the NAVD 88
 KR0570.geopotential number by the normal gravity value computed on the
 KR0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0570.degrees latitude (g = 980.6199 gals.).
 KR0570
 KR0570.The modeled gravity was interpolated from observed gravity values.
 KR0570
 KR0570;                    North         East    Units  Estimated Accuracy
 KR0570;SPC NV W     - 4,536,760.      755,910.      MT  (+/- 180 meters Scaled)
 KR0570
 KR0570                          SUPERSEDED SURVEY CONTROL
 KR0570
 KR0570  NGVD 29 (??/??/92) 1238.080  (m)         4061.93   (f) ADJ UNCH    1 2
 KR0570
 KR0570.Superseded values are not recommended for survey control.
 KR0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0570.See file dsdata.txt to determine how the superseded data were derived.
 KR0570
 KR0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD199838(NAD 83)
 KR0570_MARKER: DB = BENCH MARK DISK
 KR0570_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KR0570_SP_SET: BRIDGE ABUTMENT
 KR0570_STAMPING: G 340 1953
 KR0570_MARK LOGO: CGS   
 KR0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0570+STABILITY: SURFACE MOTION
 KR0570
 KR0570  HISTORY     - Date     Condition        Report By
 KR0570  HISTORY     - 1953     MONUMENTED       CGS
 KR0570  HISTORY     - 1986     GOOD             NGS
 KR0570
 KR0570                          STATION DESCRIPTION
 KR0570
 KR0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0570'3.4 MI NW FROM HAZEN.
 KR0570'3.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0570'THE STATION AT HAZEN, AT DARWIN SIDING, AT STEEL BRIDGE 284.64, IN THE
 KR0570'TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT, 22.5 FEET
 KR0570'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND ABOUT 1 FOOT
 KR0570'LOWER THAN THE TOP OF THE RAIL.
 KR0570
 KR0570                          STATION RECOVERY (1986)
 KR0570
 KR0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0426 ***********************************************************************
 KR0426  DESIGNATION -  G 341
 KR0426  PID         -  KR0426
 KR0426  STATE/COUNTY-  NV/CHURCHILL
 KR0426  USGS QUAD   -  PARRAN (1986)
 KR0426
 KR0426                         *CURRENT SURVEY CONTROL
 KR0426  ___________________________________________________________________
 KR0426* NAD 83(1986)-  39 50 07.     (N)    118 46 35.     (W)     SCALED    
 KR0426* NAVD 88     -      1186.09   (+/-2cm)    3891.4    (feet)  VERTCON   
 KR0426  ___________________________________________________________________
 KR0426  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 KR0426
 KR0426  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0426
 KR0426.The horizontal coordinates were scaled from a topographic map and have
 KR0426.an estimated accuracy of +/- 6 seconds.
 KR0426
 KR0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0426.The vertical order pertains to the NGVD 29 superseded value.
 KR0426
 KR0426.The geoid height was determined by GEOID03.
 KR0426
 KR0426;                    North         East    Units  Estimated Accuracy
 KR0426;SPC NV W     - 4,564,340.      783,480.      MT  (+/- 180 meters Scaled)
 KR0426
 KR0426                          SUPERSEDED SURVEY CONTROL
 KR0426
 KR0426  NGVD 29 (??/??/92) 1185.188  (m)         3888.40   (f) ADJ UNCH    1 2
 KR0426
 KR0426.Superseded values are not recommended for survey control.
 KR0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0426.See file dsdata.txt to determine how the superseded data were derived.
 KR0426
 KR0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE480109(NAD 83)
 KR0426_MARKER: DB = BENCH MARK DISK
 KR0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0426_STAMPING: G 341 1953
 KR0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0426+STABILITY: SURFACE MOTION
 KR0426
 KR0426  HISTORY     - Date     Condition        Report By
 KR0426  HISTORY     - 1953     MONUMENTED       CGS
 KR0426
 KR0426                          STATION DESCRIPTION
 KR0426
 KR0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0426'2.1 MI N FROM PARRAN.
 KR0426'2.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0426'WATER TANK AT PARRAN, 0.15 MILE NORTH OF THE NORTH END OF TRESTLE
 KR0426'313.87, 165 FEET NORTHEAST OF AND ACROSS THE TRACK FROM MILEPOLE 314,
 KR0426'47.5 FEET EAST OF THE EAST RAIL, 19 1/2 FEET SOUTH OF A TELEPHONE
 KR0426'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.7 FEET NORTH OF A
 KR0426'WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 KR0426'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0136 ***********************************************************************
 LS0136  DESIGNATION -  G 342
 LS0136  PID         -  LS0136
 LS0136  STATE/COUNTY-  NV/PERSHING
 LS0136  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0136
 LS0136                         *CURRENT SURVEY CONTROL
 LS0136  ___________________________________________________________________
 LS0136* NAD 83(1986)-  40 26 02.     (N)    118 17 32.     (W)     SCALED    
 LS0136* NAVD 88     -      1296.370  (meters)    4253.17   (feet)  ADJUSTED  
 LS0136  ___________________________________________________________________
 LS0136  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 LS0136  DYNAMIC HT  -        1295.320 (meters)    4249.73  (feet)  COMP
 LS0136  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 LS0136
 LS0136  VERT ORDER  -  FIRST     CLASS II
 LS0136
 LS0136.The horizontal coordinates were scaled from a topographic map and have
 LS0136.an estimated accuracy of +/- 6 seconds.
 LS0136
 LS0136.The orthometric height was determined by differential leveling
 LS0136.and adjusted by the National Geodetic Survey in June 1991..
 LS0136
 LS0136.The geoid height was determined by GEOID03.
 LS0136
 LS0136.The dynamic height is computed by dividing the NAVD 88
 LS0136.geopotential number by the normal gravity value computed on the
 LS0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0136.degrees latitude (g = 980.6199 gals.).
 LS0136
 LS0136.The modeled gravity was interpolated from observed gravity values.
 LS0136
 LS0136;                    North         East    Units  Estimated Accuracy
 LS0136;SPC NV W     - 4,630,830.      824,700.      MT  (+/- 180 meters Scaled)
 LS0136
 LS0136                          SUPERSEDED SURVEY CONTROL
 LS0136
 LS0136  NGVD 29 (??/??/92) 1295.364  (m)         4249.87   (f) ADJ UNCH    1 2
 LS0136
 LS0136.Superseded values are not recommended for survey control.
 LS0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0136.See file dsdata.txt to determine how the superseded data were derived.
 LS0136
 LS0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE903767(NAD 83)
 LS0136_MARKER: DB = BENCH MARK DISK
 LS0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0136_SP_SET: CONCRETE POST
 LS0136_STAMPING: G 342 1953
 LS0136_MARK LOGO: CGS   
 LS0136_PROJECTION: FLUSH
 LS0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0136+STABILITY: SURFACE MOTION
 LS0136
 LS0136  HISTORY     - Date     Condition        Report By
 LS0136  HISTORY     - 1953     MONUMENTED       CGS
 LS0136  HISTORY     - 1968     GOOD             NGS
 LS0136  HISTORY     - 1986     GOOD             NGS
 LS0136
 LS0136                          STATION DESCRIPTION
 LS0136
 LS0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0136'0.9 MI S FROM RYE PATCH.
 LS0136'0.9 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0136'SIDING SIGN AT RYE PATCH, AT THE SOUTH END OF RYE PATCH SIDING, 267
 LS0136'1/2 FEET EAST OF AND ACROSS THE TRACKS FROM MILEPOLE 365, 270.6 FEET
 LS0136'NORTHEAST OF THE SOUTH ONE OF TWO HAND SWITCHES, 245.4 FEET SOUTHEAST
 LS0136'OF THE SOUTHEAST SIDE OF A CONCRETE TELEPHONE BOOTH, 171.2 FEET EAST
 LS0136'OF THE EAST RAIL, 2.4 FEET WEST OF A FENCE, 2.2 FEET NORTH OF A
 LS0136'WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND SET IN THE TOP OF A
 LS0136'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LS0136
 LS0136                          STATION RECOVERY (1968)
 LS0136
 LS0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LS0136'RECOVERED IN GOOD CONDITION.
 LS0136
 LS0136                          STATION RECOVERY (1986)
 LS0136
 LS0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0136'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.8 KM (6.1
 LS0136'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS IN OREANA,
 LS0136'44.7 METERS (146.5 FT) WEST OF THE CENTERLINE OF THE WESTBOUND LANES,
 LS0136'103.3 METERS (339 FT) SOUTHWEST OF MILEPOST 127, 52.3 METERS
 LS0136'(171.5 FT) EAST OF THE EAST RAIL OF THE SOUTHERN PACIFIC COMPANY
 LS0136'RAILROAD, 0.2 METERS (0.5 FT) WEST OF A FENCE.
 LS0136'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LS0136'THE MARK IS ABOVE LEVEL WITH THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0029 ***********************************************************************
 LS0029  DESIGNATION -  G 343
 LS0029  PID         -  LS0029
 LS0029  STATE/COUNTY-  NV/PERSHING
 LS0029  USGS QUAD   -  MILL CITY (1987)
 LS0029
 LS0029                         *CURRENT SURVEY CONTROL
 LS0029  ___________________________________________________________________
 LS0029* NAD 83(1986)-  40 42 30.     (N)    118 03 10.     (W)     SCALED    
 LS0029* NAVD 88     -      1292.290  (meters)    4239.79   (feet)  ADJUSTED  
 LS0029  ___________________________________________________________________
 LS0029  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 LS0029  DYNAMIC HT  -        1291.296 (meters)    4236.53  (feet)  COMP
 LS0029  MODELED GRAV-     979,810.9   (mgal)                       NAVD 88
 LS0029
 LS0029  VERT ORDER  -  FIRST     CLASS II
 LS0029
 LS0029.The horizontal coordinates were scaled from a topographic map and have
 LS0029.an estimated accuracy of +/- 6 seconds.
 LS0029
 LS0029.The orthometric height was determined by differential leveling
 LS0029.and adjusted by the National Geodetic Survey in June 1991..
 LS0029
 LS0029.The geoid height was determined by GEOID03.
 LS0029
 LS0029.The dynamic height is computed by dividing the NAVD 88
 LS0029.geopotential number by the normal gravity value computed on the
 LS0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0029.degrees latitude (g = 980.6199 gals.).
 LS0029
 LS0029.The modeled gravity was interpolated from observed gravity values.
 LS0029
 LS0029;                    North         East    Units  Estimated Accuracy
 LS0029;SPC NV W     - 4,661,390.      844,830.      MT  (+/- 180 meters Scaled)
 LS0029
 LS0029                          SUPERSEDED SURVEY CONTROL
 LS0029
 LS0029  NGVD 29 (??/??/92) 1291.30   (m)         4236.5    (f) COMPUTED    1 2
 LS0029
 LS0029.Superseded values are not recommended for survey control.
 LS0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0029.See file dsdata.txt to determine how the superseded data were derived.
 LS0029
 LS0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF110069(NAD 83)
 LS0029_MARKER: DB = BENCH MARK DISK
 LS0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0029_STAMPING: G 343 1953
 LS0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0029+STABILITY: SURFACE MOTION
 LS0029
 LS0029  HISTORY     - Date     Condition        Report By
 LS0029  HISTORY     - 1953     MONUMENTED       CGS
 LS0029
 LS0029                          STATION DESCRIPTION
 LS0029
 LS0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0029'1.9 MI NE FROM MILL CITY.
 LS0029'1.9 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LS0029'THE STATION AT MILL CITY, 270 FEET SOUTHEAST OF AND ACROSS THE TRACKS
 LS0029'FROM THE 8TH. POLE SOUTHWEST OF MILEPOLE 391, 158.1 FEET SOUTHEAST OF
 LS0029'THE SOUTHEAST RAIL, 1.7 FEET NORTHWEST OF A FENCE, 2.0 FEET NORTHEAST
 LS0029'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE
 LS0029'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0529 ***********************************************************************
 LR0529  DESIGNATION -  G 344
 LR0529  PID         -  LR0529
 LR0529  STATE/COUNTY-  NV/HUMBOLDT
 LR0529  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0529
 LR0529                         *CURRENT SURVEY CONTROL
 LR0529  ___________________________________________________________________
 LR0529* NAD 83(1986)-  40 55 46.     (N)    117 46 00.     (W)     SCALED    
 LR0529* NAVD 88     -      1314.635  (meters)    4313.10   (feet)  ADJUSTED  
 LR0529  ___________________________________________________________________
 LR0529  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 LR0529  DYNAMIC HT  -        1313.632 (meters)    4309.81  (feet)  COMP
 LR0529  MODELED GRAV-     979,816.5   (mgal)                       NAVD 88
 LR0529
 LR0529  VERT ORDER  -  FIRST     CLASS II
 LR0529
 LR0529.The horizontal coordinates were scaled from a topographic map and have
 LR0529.an estimated accuracy of +/- 6 seconds.
 LR0529
 LR0529.The orthometric height was determined by differential leveling
 LR0529.and adjusted by the National Geodetic Survey in June 1991..
 LR0529
 LR0529.The geoid height was determined by GEOID03.
 LR0529
 LR0529.The dynamic height is computed by dividing the NAVD 88
 LR0529.geopotential number by the normal gravity value computed on the
 LR0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0529.degrees latitude (g = 980.6199 gals.).
 LR0529
 LR0529.The modeled gravity was interpolated from observed gravity values.
 LR0529
 LR0529;                    North         East    Units  Estimated Accuracy
 LR0529;SPC NV W     - 4,686,130.      868,780.      MT  (+/- 180 meters Scaled)
 LR0529
 LR0529                          SUPERSEDED SURVEY CONTROL
 LR0529
 LR0529  NGVD 29 (??/??/92) 1313.585  (m)         4309.65   (f) ADJ UNCH    1 2
 LR0529
 LR0529.Superseded values are not recommended for survey control.
 LR0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0529.See file dsdata.txt to determine how the superseded data were derived.
 LR0529
 LR0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF354312(NAD 83)
 LR0529_MARKER: DB = BENCH MARK DISK
 LR0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0529_STAMPING: G 344 1953
 LR0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0529+STABILITY: SURFACE MOTION
 LR0529
 LR0529  HISTORY     - Date     Condition        Report By
 LR0529  HISTORY     - 1953     MONUMENTED       CGS
 LR0529
 LR0529                          STATION DESCRIPTION
 LR0529
 LR0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0529'3.2 MI SW FROM WINNEMUCCA.
 LR0529'3.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0529'THE STATION AT WINNEMUCCA, 0.1 MILE SOUTHWEST OF THE CROSSING OF A
 LR0529'POWER LINE, 301 1/2 FEET EAST OF AND ACROSS THE TRACK FROM MILEPOLE
 LR0529'414, 196.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 140 1/2 FEET
 LR0529'SOUTHEAST OF A TELEGRAPH POLE WITH A GUY WIRE, 2.1 FEET NORTHWEST OF A
 LR0529'FENCE, 1.7 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 LR0529'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 LR0529'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0282 ***********************************************************************
 LR0282  DESIGNATION -  G 345
 LR0282  PID         -  LR0282
 LR0282  STATE/COUNTY-  NV/HUMBOLDT
 LR0282  USGS QUAD   -  GOLCONDA (1981)
 LR0282
 LR0282                         *CURRENT SURVEY CONTROL
 LR0282  ___________________________________________________________________
 LR0282* NAD 83(1986)-  40 58 21.     (N)    117 24 06.     (W)     SCALED    
 LR0282* NAVD 88     -      1330.422  (meters)    4364.89   (feet)  ADJUSTED  
 LR0282  ___________________________________________________________________
 LR0282  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 LR0282  DYNAMIC HT  -        1329.439 (meters)    4361.67  (feet)  COMP
 LR0282  MODELED GRAV-     979,839.1   (mgal)                       NAVD 88
 LR0282
 LR0282  VERT ORDER  -  FIRST     CLASS II
 LR0282
 LR0282.The horizontal coordinates were scaled from a topographic map and have
 LR0282.an estimated accuracy of +/- 6 seconds.
 LR0282
 LR0282.The orthometric height was determined by differential leveling
 LR0282.and adjusted by the National Geodetic Survey in June 1991..
 LR0282
 LR0282.The geoid height was determined by GEOID03.
 LR0282
 LR0282.The dynamic height is computed by dividing the NAVD 88
 LR0282.geopotential number by the normal gravity value computed on the
 LR0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0282.degrees latitude (g = 980.6199 gals.).
 LR0282
 LR0282.The modeled gravity was interpolated from observed gravity values.
 LR0282
 LR0282;                    North         East    Units  Estimated Accuracy
 LR0282;SPC NV W     - 4,691,260.      899,450.      MT  (+/- 180 meters Scaled)
 LR0282
 LR0282                          SUPERSEDED SURVEY CONTROL
 LR0282
 LR0282  NGVD 29 (??/??/92) 1329.42   (m)         4361.6    (f) COMPUTED    1 2
 LR0282
 LR0282.Superseded values are not recommended for survey control.
 LR0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0282.See file dsdata.txt to determine how the superseded data were derived.
 LR0282
 LR0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF662357(NAD 83)
 LR0282_MARKER: DB = BENCH MARK DISK
 LR0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0282_SP_SET: ABUTMENT
 LR0282_STAMPING: G 345 1953
 LR0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0282
 LR0282  HISTORY     - Date     Condition        Report By
 LR0282  HISTORY     - 1953     MONUMENTED       CGS
 LR0282
 LR0282                          STATION DESCRIPTION
 LR0282
 LR0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0282'4.8 MI E FROM GOLCONDA.
 LR0282'4.8 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0282'STATION AT GOLCONDA, 0.3 MILE SOUTHWEST OF THE CROSSING OF STATE
 LR0282'HIGHWAY 18, AT WOODEN BRIDGE 438.84, IN THE TOP OF THE SOUTHEAST END
 LR0282'OF THE NORTHEAST CONCRETE ABUTMENT, 7.5 FEET SOUTHEAST OF THE
 LR0282'SOUTHEAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0316 ***********************************************************************
 LR0316  DESIGNATION -  G 346
 LR0316  PID         -  LR0316
 LR0316  STATE/COUNTY-  NV/HUMBOLDT
 LR0316  USGS QUAD   -  SNOW GULCH (1984)
 LR0316
 LR0316                         *CURRENT SURVEY CONTROL
 LR0316  ___________________________________________________________________
 LR0316* NAD 83(1994)-  40 43 27.18447(N)    117 02 21.76365(W)     ADJUSTED  
 LR0316* NAVD 88     -      1378.847  (meters)    4523.77   (feet)  ADJUSTED  
 LR0316  ___________________________________________________________________
 LR0316  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 LR0316  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 LR0316  DYNAMIC HT  -        1377.764 (meters)    4520.21  (feet)  COMP
 LR0316  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 LR0316
 LR0316  HORZ ORDER  -  SECOND
 LR0316  VERT ORDER  -  FIRST     CLASS II
 LR0316
 LR0316.The horizontal coordinates were established by classical geodetic methods
 LR0316.and adjusted by the National Geodetic Survey in June 1998..
 LR0316
 LR0316.The orthometric height was determined by differential leveling
 LR0316.and adjusted by the National Geodetic Survey in June 1991..
 LR0316
 LR0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0316
 LR0316.The geoid height was determined by GEOID03.
 LR0316
 LR0316.The dynamic height is computed by dividing the NAVD 88
 LR0316.geopotential number by the normal gravity value computed on the
 LR0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0316.degrees latitude (g = 980.6199 gals.).
 LR0316
 LR0316.The modeled gravity was interpolated from observed gravity values.
 LR0316
 LR0316;                    North         East     Units Scale Factor Converg.
 LR0316;SPC NV W     - 4,664,169.391   930,430.169   MT  1.00010933   +1 00 26.8
 LR0316;SPC NV W     -15,302,362.41  3,052,586.31   sFT  1.00010933   +1 00 26.8
 LR0316;SPC NV C     - 6,663,089.521   468,514.572   MT  0.99991220   -0 14 35.4
 LR0316;SPC NV C     -21,860,486.20  1,537,118.22   sFT  0.99991220   -0 14 35.4
 LR0316;UTM  11      - 4,508,144.113   496,674.418   MT  0.99960014   -0 01 32.5
 LR0316
 LR0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0316!SPC NV W     -   0.99978694  x   1.00010933  =   0.99989625
 LR0316!SPC NV C     -   0.99978694  x   0.99991220  =   0.99969916
 LR0316!UTM  11      -   0.99978694  x   0.99960014  =   0.99938717
 LR0316
 LR0316:                Primary Azimuth Mark                     Grid Az
 LR0316:SPC NV W     -  BATTLE MTN SE BASE                       134 48 01.2
 LR0316:SPC NV C     -  BATTLE MTN SE BASE                       136 03 03.4
 LR0316:UTM  11      -  BATTLE MTN SE BASE                       135 50 00.5
 LR0316
 LR0316|---------------------------------------------------------------------|
 LR0316| PID    Reference Object                     Distance      Geod. Az  |
 LR0316|                                                           dddmmss.s |
 LR0316| LR0265 BATTLE MTN SE BASE                  APPROX. 6.5 KM 1354828.0 |
 LR0316|---------------------------------------------------------------------|
 LR0316
 LR0316                          SUPERSEDED SURVEY CONTROL
 LR0316
 LR0316  NAD 83(1986)-  40 43 27.18981(N)    117 02 21.75992(W) AD(       ) 2
 LR0316  NAD 27      -  40 43 27.51780(N)    117 02 18.38200(W) AD(       ) 2
 LR0316  NGVD 29 (07/19/86) 1377.81   (m)         4520.4    (f) LEVELING    3  
 LR0316
 LR0316.Superseded values are not recommended for survey control.
 LR0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0316.See file dsdata.txt to determine how the superseded data were derived.
 LR0316
 LR0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF9667408144(NAD 83)
 LR0316_MARKER: DB = BENCH MARK DISK
 LR0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0316_STAMPING: G 346 1953
 LR0316_MARK LOGO: CGS   
 LR0316_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0316+STABILITY: SURFACE MOTION
 LR0316
 LR0316  HISTORY     - Date     Condition        Report By
 LR0316  HISTORY     - 1953     MONUMENTED       CGS
 LR0316  HISTORY     - 1958     GOOD             CGS
 LR0316  HISTORY     - 1984     GOOD             NGS
 LR0316  HISTORY     - 1984     GOOD             NGS
 LR0316
 LR0316                          STATION DESCRIPTION
 LR0316
 LR0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0316'6.7 MI SE FROM VALMY.
 LR0316'6.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0316'THE WATER TANK AT VALMY, 283 FEET WEST OF AND ACROSS THE TRACK FROM
 LR0316'MILEPOLE 468, 290.3 FEET NORTHWEST OF THE CENTER OF THE NORTHEAST END
 LR0316'OF AN 18-INCH CORRUGATED METAL PIPE CULVERT UNDER AN ABANDONED PAVED
 LR0316'ROAD (FORMER U. S. HIGHWAY 40), 196.3 FEET SOUTHWEST OF THE SOUTHWEST
 LR0316'RAIL, 1.8 FEET NORTHEAST OF A FENCE, 34 FEET NORTHEAST OF THE CENTER
 LR0316'LINE OF THE ABANDONED PAVED ROAD, 2.0 FEET NORTHWEST OF A WITNESS
 LR0316'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 LR0316'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LR0316
 LR0316                          STATION RECOVERY (1958)
 LR0316
 LR0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0316'STATION IS A STANDARD USC AND GS BENCH MARK DISK STAMPED G
 LR0316'346 1953 IN ROUND POST PROJECTING 4 INCHES.  IT IS 2 FEET
 LR0316'NW OF A WOODEN WITNESS POST, 33 FEET NE OF CENTER LINE OF
 LR0316'ABANDONED US HWY 40, 2 FEET NE OF R/W FENCE, 200 FEET SW OF
 LR0316'S.P.R.R. AND ABOUT 400 FEET NE OF PRESENT U.S. HWY 40.
 LR0316
 LR0316                          STATION RECOVERY (1984)
 LR0316
 LR0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0316'RECOVERED IN GOOD CONDITION. THE 1953 DESCRIPTION IS ADEQUATE EXCEPT
 LR0316'ADD ALSO--12.6 KM (7.85 MI) NORTHWEST OF THE STATION AT BATTLE
 LR0316'MOUNTAIN.
 LR0316'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 LR0316'THE MARK IS 0.3 M BELOW THE TRACKS.
 LR0316
 LR0316                          STATION RECOVERY (1984)
 LR0316
 LR0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0224 ***********************************************************************
 MT0224  DESIGNATION -  G 347
 MT0224  PID         -  MT0224
 MT0224  STATE/COUNTY-  NV/ELKO
 MT0224  USGS QUAD   -  PEQUOP (1980)
 MT0224
 MT0224                         *CURRENT SURVEY CONTROL
 MT0224  ___________________________________________________________________
 MT0224* NAD 83(1986)-  41 12 46.     (N)    114 34 20.     (W)     SCALED    
 MT0224* NAVD 88     -      1874.400  (meters)    6149.59   (feet)  ADJUSTED  
 MT0224  ___________________________________________________________________
 MT0224  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 MT0224  DYNAMIC HT  -        1872.811 (meters)    6144.38  (feet)  COMP
 MT0224  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 MT0224
 MT0224  VERT ORDER  -  FIRST     CLASS II
 MT0224
 MT0224.The horizontal coordinates were scaled from a topographic map and have
 MT0224.an estimated accuracy of +/- 6 seconds.
 MT0224
 MT0224.The orthometric height was determined by differential leveling
 MT0224.and adjusted by the National Geodetic Survey in June 1991..
 MT0224
 MT0224.The geoid height was determined by GEOID03.
 MT0224
 MT0224.The dynamic height is computed by dividing the NAVD 88
 MT0224.geopotential number by the normal gravity value computed on the
 MT0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0224.degrees latitude (g = 980.6199 gals.).
 MT0224
 MT0224.The modeled gravity was interpolated from observed gravity values.
 MT0224
 MT0224;                    North         East    Units  Estimated Accuracy
 MT0224;SPC NV E     - 8,717,770.      284,790.      MT  (+/- 180 meters Scaled)
 MT0224
 MT0224                          SUPERSEDED SURVEY CONTROL
 MT0224
 MT0224  NGVD 29 (??/??/92) 1873.224  (m)         6145.74   (f) ADJ UNCH    1 2
 MT0224
 MT0224.Superseded values are not recommended for survey control.
 MT0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0224.See file dsdata.txt to determine how the superseded data were derived.
 MT0224
 MT0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF035652(NAD 83)
 MT0224_MARKER: DB = BENCH MARK DISK
 MT0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0224_STAMPING: G 347 1953
 MT0224_MARK LOGO: CGS   
 MT0224_PROJECTION: PROJECTING 15 CENTIMETERS
 MT0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0224+STABILITY: SURFACE MOTION
 MT0224
 MT0224  HISTORY     - Date     Condition        Report By
 MT0224  HISTORY     - 1953     MONUMENTED       CGS
 MT0224  HISTORY     - 1984     GOOD             NGS
 MT0224
 MT0224                          STATION DESCRIPTION
 MT0224
 MT0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0224'5.4 MI NE FROM FENELON.
 MT0224'5.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0224'THE STATION AT FENELON, 18 RAILS EAST OF MILEPOLE 633, AT THE
 MT0224'SOUTHEAST END OF A CUT, 197.2 FEET SOUTH OF THE SOUTH RAIL, 1.3 FEET
 MT0224'NORTH OF A FENCE, 2.3 FEET EAST OF A WITNESS POST, ABOUT 1 1/2 FEET
 MT0224'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MT0224'0.4 FOOT ABOVE THE GROUND.
 MT0224
 MT0224                          STATION RECOVERY (1984)
 MT0224
 MT0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0224'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.25 KM
 MT0224'(13.9 MI) SOUTHWEST ALONG STATE HIGHWAY 233 FROM THE POST OFFICE AT
 MT0224'MONTELLO, THENCE 23.1 KM (14.4 MI) NORTHWEST ALONG THE SOUTHERN
 MT0224'PACIFIC RAILROAD, 5.5 KM (3.45 MI) NORTHWEST OF THE INTERSECTION OF
 MT0224'MOOR-COBRE ROAD, 0.3 KM (0.2 MI) SOUTHEAST OF MILEPOLE 633, AT THE
 MT0224'SOUTHEAST END OF A LONG CUT, 60.0 METERS (197 FT) SOUTHWEST OF THE
 MT0224'SOUTHWEST RAIL AND 0.5 METER (1.5 FT) NORTHEAST OF THE RIGHT OF WAY
 MT0224'FENCE.
 MT0224'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 MT0224'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0133 ***********************************************************************
 MT0133  DESIGNATION -  G 348
 MT0133  PID         -  MT0133
 MT0133  STATE/COUNTY-  NV/ELKO
 MT0133  USGS QUAD   -  MONTELLO (1967)
 MT0133
 MT0133                         *CURRENT SURVEY CONTROL
 MT0133  ___________________________________________________________________
 MT0133* NAD 83(1986)-  41 16 46.     (N)    114 09 37.     (W)     SCALED    
 MT0133* NAVD 88     -      1472.910  (meters)    4832.37   (feet)  ADJUSTED  
 MT0133  ___________________________________________________________________
 MT0133  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 MT0133  DYNAMIC HT  -        1471.771 (meters)    4828.64  (feet)  COMP
 MT0133  MODELED GRAV-     979,798.9   (mgal)                       NAVD 88
 MT0133
 MT0133  VERT ORDER  -  FIRST     CLASS II
 MT0133
 MT0133.The horizontal coordinates were scaled from a topographic map and have
 MT0133.an estimated accuracy of +/- 6 seconds.
 MT0133
 MT0133.The orthometric height was determined by differential leveling
 MT0133.and adjusted by the National Geodetic Survey in June 1991..
 MT0133
 MT0133.The geoid height was determined by GEOID03.
 MT0133
 MT0133.The dynamic height is computed by dividing the NAVD 88
 MT0133.geopotential number by the normal gravity value computed on the
 MT0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0133.degrees latitude (g = 980.6199 gals.).
 MT0133
 MT0133.The modeled gravity was interpolated from observed gravity values.
 MT0133
 MT0133;                    North         East    Units  Estimated Accuracy
 MT0133;SPC NV E     - 8,725,650.      319,210.      MT  (+/- 180 meters Scaled)
 MT0133
 MT0133                          SUPERSEDED SURVEY CONTROL
 MT0133
 MT0133  NGVD 29 (??/??/92) 1471.807  (m)         4828.75   (f) ADJ UNCH    1 2
 MT0133
 MT0133.Superseded values are not recommended for survey control.
 MT0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0133.See file dsdata.txt to determine how the superseded data were derived.
 MT0133
 MT0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF378736(NAD 83)
 MT0133_MARKER: DB = BENCH MARK DISK
 MT0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0133_STAMPING: G 348 1953
 MT0133_MARK LOGO: CGS   
 MT0133_PROJECTION: PROJECTING 2 CENTIMETERS
 MT0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0133+STABILITY: SURFACE MOTION
 MT0133
 MT0133  HISTORY     - Date     Condition        Report By
 MT0133  HISTORY     - 1953     MONUMENTED       CGS
 MT0133  HISTORY     - 1984     GOOD             NGS
 MT0133
 MT0133                          STATION DESCRIPTION
 MT0133
 MT0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0133'2.1 MI NE FROM MONTELLO.
 MT0133'2.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0133'THE STATION AT MONTELLO, 116 FEET NORTHWEST OF MILEPOLE 664, 33 FEET
 MT0133'SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 2.3 FEET SOUTHEAST OF
 MT0133'A FENCE, 2.4 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER
 MT0133'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 MT0133'FOOT ABOVE THE GROUND.
 MT0133
 MT0133                          STATION RECOVERY (1984)
 MT0133
 MT0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0133'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.5 KM
 MT0133'(2.2 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MT0133'OFFICE AT MONTELLO, 55.8 METERS (183 FT) NORTHWEST OF THE NORTHWEST
 MT0133'RAIL, 35.3 METERS (116 FT) NORTHWEST OF MILEPOLE 664, 10.0 METERS
 MT0133'(33 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD LEADING NORTHWEST,
 MT0133'19.0 METERS (62 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD AND
 MT0133'0.7 METER (2.5 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 MT0133'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 MT0133'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0180 ***********************************************************************
 JQ0180  DESIGNATION -  G 349
 JQ0180  PID         -  JQ0180
 JQ0180  STATE/COUNTY-  NV/ESMERALDA
 JQ0180  USGS QUAD   -  MILLERS (1987)
 JQ0180
 JQ0180                         *CURRENT SURVEY CONTROL
 JQ0180  ___________________________________________________________________
 JQ0180* NAD 83(1986)-  38 08 27.     (N)    117 27 26.     (W)     SCALED    
 JQ0180* NAVD 88     -      1469.203  (meters)    4820.21   (feet)  ADJUSTED  
 JQ0180  ___________________________________________________________________
 JQ0180  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 JQ0180  DYNAMIC HT  -        1467.635 (meters)    4815.07  (feet)  COMP
 JQ0180  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 JQ0180
 JQ0180  VERT ORDER  -  FIRST     CLASS II
 JQ0180
 JQ0180.The horizontal coordinates were scaled from a topographic map and have
 JQ0180.an estimated accuracy of +/- 6 seconds.
 JQ0180
 JQ0180.The orthometric height was determined by differential leveling
 JQ0180.and adjusted by the National Geodetic Survey in June 1991..
 JQ0180
 JQ0180.The geoid height was determined by GEOID03.
 JQ0180
 JQ0180.The dynamic height is computed by dividing the NAVD 88
 JQ0180.geopotential number by the normal gravity value computed on the
 JQ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0180.degrees latitude (g = 980.6199 gals.).
 JQ0180
 JQ0180.The modeled gravity was interpolated from observed gravity values.
 JQ0180
 JQ0180;                    North         East    Units  Estimated Accuracy
 JQ0180;SPC NV W     - 4,376,830.      898,710.      MT  (+/- 180 meters Scaled)
 JQ0180
 JQ0180                          SUPERSEDED SURVEY CONTROL
 JQ0180
 JQ0180  NGVD 29 (??/??/92) 1468.102  (m)         4816.60   (f) ADJ UNCH    1 2
 JQ0180
 JQ0180.Superseded values are not recommended for survey control.
 JQ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0180.See file dsdata.txt to determine how the superseded data were derived.
 JQ0180
 JQ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC599215(NAD 83)
 JQ0180_MARKER: DB = BENCH MARK DISK
 JQ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0180_STAMPING: G 349 1953
 JQ0180_MARK LOGO: CGS   
 JQ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0180+STABILITY: SURFACE MOTION
 JQ0180
 JQ0180  HISTORY     - Date     Condition        Report By
 JQ0180  HISTORY     - 1953     MONUMENTED       CGS
 JQ0180  HISTORY     - 1968     GOOD             NGS
 JQ0180  HISTORY     - 1984     GOOD             NGS
 JQ0180
 JQ0180                          STATION DESCRIPTION
 JQ0180
 JQ0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0180'13.7 MI W FROM TONOPAH.
 JQ0180'13.7 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT TONOPAH,
 JQ0180'1.1 MILES NORTHWEST OF BENCH MARK F 349, AT THE INTERSECTION OF A
 JQ0180'GRAVELED ROAD LEADING SOUTH AND A DIRT ROAD LEADING NORTH, ACROSS THE
 JQ0180'HIGHWAY FROM A CAMP GROUND, 118 FEET SOUTH OF THE CENTER LINE OF THE
 JQ0180'HIGHWAY, 41 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 7 FEET
 JQ0180'WEST OF A FENCE CORNER POST, 2.4 FEET EAST OF A WITNESS POST, ABOUT
 JQ0180'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JQ0180'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS ALSO 0.7
 JQ0180'MILE NORTH OF THE ABANDONED MILLERS STATION OF THE ABANDONED TONOPAH
 JQ0180'AND GOLDFIELD RAILROAD.
 JQ0180
 JQ0180                          STATION RECOVERY (1968)
 JQ0180
 JQ0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JQ0180'RECOVERED IN GOOD CONDITION.
 JQ0180
 JQ0180                          STATION RECOVERY (1984)
 JQ0180
 JQ0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0072 ***********************************************************************
 JQ0072  DESIGNATION -  G 35
 JQ0072  PID         -  JQ0072
 JQ0072  STATE/COUNTY-  NV/NYE
 JQ0072  USGS QUAD   -  STONE CABIN RANCH (1986)
 JQ0072
 JQ0072                         *CURRENT SURVEY CONTROL
 JQ0072  ___________________________________________________________________
 JQ0072* NAD 83(1986)-  38 08 18.     (N)    116 40 00.     (W)     SCALED    
 JQ0072* NAVD 88     -      1782.687  (meters)    5848.70   (feet)  ADJUSTED  
 JQ0072  ___________________________________________________________________
 JQ0072  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 JQ0072  DYNAMIC HT  -        1780.661 (meters)    5842.05  (feet)  COMP
 JQ0072  MODELED GRAV-     979,430.1   (mgal)                       NAVD 88
 JQ0072
 JQ0072  VERT ORDER  -  FIRST     CLASS II
 JQ0072
 JQ0072.The horizontal coordinates were scaled from a topographic map and have
 JQ0072.an estimated accuracy of +/- 6 seconds.
 JQ0072
 JQ0072.The orthometric height was determined by differential leveling
 JQ0072.and adjusted by the National Geodetic Survey in June 1991..
 JQ0072
 JQ0072.The geoid height was determined by GEOID03.
 JQ0072
 JQ0072.The dynamic height is computed by dividing the NAVD 88
 JQ0072.geopotential number by the normal gravity value computed on the
 JQ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0072.degrees latitude (g = 980.6199 gals.).
 JQ0072
 JQ0072.The modeled gravity was interpolated from observed gravity values.
 JQ0072
 JQ0072;                    North         East    Units  Estimated Accuracy
 JQ0072;SPC NV C     - 6,375,960.      500,000.      MT  (+/- 180 meters Scaled)
 JQ0072
 JQ0072                          SUPERSEDED SURVEY CONTROL
 JQ0072
 JQ0072  NGVD 29 (??/??/92) 1781.516  (m)         5844.86   (f) ADJ UNCH    1 2
 JQ0072
 JQ0072.Superseded values are not recommended for survey control.
 JQ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0072.See file dsdata.txt to determine how the superseded data were derived.
 JQ0072
 JQ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC292212(NAD 83)
 JQ0072_MARKER: DB = BENCH MARK DISK
 JQ0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0072_STAMPING: 5844.916 G 35 1933
 JQ0072_MARK LOGO: CGS   
 JQ0072_PROJECTION: PROJECTING 15 CENTIMETERS
 JQ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0072+STABILITY: SURFACE MOTION
 JQ0072
 JQ0072  HISTORY     - Date     Condition        Report By
 JQ0072  HISTORY     - 1933     MONUMENTED       CGS
 JQ0072  HISTORY     - 1934     GOOD             NGS
 JQ0072  HISTORY     - 1982     GOOD             USGS
 JQ0072  HISTORY     - 1984     GOOD             NGS
 JQ0072
 JQ0072                          STATION DESCRIPTION
 JQ0072
 JQ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0072'1.2 MI W FROM CLARK STATION.
 JQ0072'ABOUT 1.2 MILES WEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JQ0072'CLARK STATION, NYE COUNTY, AND 48 FEET SOUTH OF THE CENTER LINE OF THE
 JQ0072'HIGHWAY.  A STANDARD DISK, STAMPED 5844.916 G 35 1933 AND SET IN THE
 JQ0072'TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 JQ0072
 JQ0072                          STATION RECOVERY (1934)
 JQ0072
 JQ0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JQ0072'RECOVERED IN GOOD CONDITION.
 JQ0072
 JQ0072                          STATION RECOVERY (1982)
 JQ0072
 JQ0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JQ0072'BENCH MARK IS LOCATED 1.2 MILES WEST ALONG US. HIGHWAY 6 FROM FIVE
 JQ0072'MILE SPRINGS, OR 33.2 MILES EAST OF POST OFFICE IN TONOPAH, NEVADA.
 JQ0072
 JQ0072                          STATION RECOVERY (1984)
 JQ0072
 JQ0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0072'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0072'51.95 KM (32.45 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0072'HIGHWAY 95 AT TONOPAH, 1.95 KM (1.2 MI) WEST OF THE FIVE MILE RANCH
 JQ0072'HOUSE, 0.2 KM (0.1 MI) EAST OF MILEPOST 34 AND 102.4 METERS (336 FT)
 JQ0072'NORTH OF THE HIGHWAY CENTERLINE.
 JQ0072'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 JQ0072'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0263 ***********************************************************************
 JQ0263  DESIGNATION -  G 350
 JQ0263  PID         -  JQ0263
 JQ0263  STATE/COUNTY-  NV/ESMERALDA
 JQ0263  USGS QUAD   -  COALDALE (1980)
 JQ0263
 JQ0263                         *CURRENT SURVEY CONTROL
 JQ0263  ___________________________________________________________________
 JQ0263* NAD 83(1986)-  38 02 52.     (N)    117 54 02.     (W)     SCALED    
 JQ0263* NAVD 88     -      1385.45   (+/-2cm)    4545.4    (feet)  VERTCON   
 JQ0263  ___________________________________________________________________
 JQ0263  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 JQ0263
 JQ0263  VERT ORDER  -  FIRST     CLASS II (See Below)
 JQ0263
 JQ0263.The horizontal coordinates were scaled from a topographic map and have
 JQ0263.an estimated accuracy of +/- 6 seconds.
 JQ0263
 JQ0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0263.The vertical order pertains to the NGVD 29 superseded value.
 JQ0263
 JQ0263.The geoid height was determined by GEOID03.
 JQ0263
 JQ0263;                    North         East    Units  Estimated Accuracy
 JQ0263;SPC NV W     - 4,366,130.      859,930.      MT  (+/- 180 meters Scaled)
 JQ0263
 JQ0263                          SUPERSEDED SURVEY CONTROL
 JQ0263
 JQ0263  NGVD 29 (??/??/92) 1384.352  (m)         4541.83   (f) ADJ UNCH    1 2
 JQ0263
 JQ0263.Superseded values are not recommended for survey control.
 JQ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0263.See file dsdata.txt to determine how the superseded data were derived.
 JQ0263
 JQ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC209114(NAD 83)
 JQ0263_MARKER: DB = BENCH MARK DISK
 JQ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0263_STAMPING: G 350 1953
 JQ0263_MARK LOGO: CGS   
 JQ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0263+STABILITY: SURFACE MOTION
 JQ0263
 JQ0263  HISTORY     - Date     Condition        Report By
 JQ0263  HISTORY     - 1953     MONUMENTED       CGS
 JQ0263  HISTORY     - 1984     GOOD             NGS
 JQ0263
 JQ0263                          STATION DESCRIPTION
 JQ0263
 JQ0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0263'IN COALDALE AIRPORT.
 JQ0263'AT COALDALE AIRPORT, AT THE NORTHWEST END OF THE NORTHWEST-SOUTHEAST
 JQ0263'RUNWAY, ABOUT 0.2 MILE SOUTHWEST OF U. S. HIGHWAY 95, 106 1/2 FEET
 JQ0263'NORTHEAST OF THE CENTER LINE OF THE RUNWAY, 38 FEET NORTHEAST OF THE
 JQ0263'CENTER LINE OF A TRACK ROAD, 2.1 FEET NORTHWEST OF A WITNESS POST,
 JQ0263'ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE TOP OF A CONCRETE POST
 JQ0263'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JQ0263
 JQ0263                          STATION RECOVERY (1984)
 JQ0263
 JQ0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0263'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0206 ***********************************************************************
 LR0206  DESIGNATION -  G 351
 LR0206  PID         -  LR0206
 LR0206  STATE/COUNTY-  NV/LANDER
 LR0206  USGS QUAD   -  BATEMAN SPRING (1986)
 LR0206
 LR0206                         *CURRENT SURVEY CONTROL
 LR0206  ___________________________________________________________________
 LR0206* NAD 83(1986)-  40 36 44.     (N)    116 48 40.     (W)     SCALED    
 LR0206* NAVD 88     -      1384.188  (meters)    4541.29   (feet)  ADJUSTED  
 LR0206  ___________________________________________________________________
 LR0206  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 LR0206  DYNAMIC HT  -        1383.060 (meters)    4537.59  (feet)  COMP
 LR0206  MODELED GRAV-     979,762.6   (mgal)                       NAVD 88
 LR0206
 LR0206  VERT ORDER  -  FIRST     CLASS II
 LR0206
 LR0206.The horizontal coordinates were scaled from a topographic map and have
 LR0206.an estimated accuracy of +/- 6 seconds.
 LR0206
 LR0206.The orthometric height was determined by differential leveling
 LR0206.and adjusted by the National Geodetic Survey in June 1991..
 LR0206
 LR0206.The geoid height was determined by GEOID03.
 LR0206
 LR0206.The dynamic height is computed by dividing the NAVD 88
 LR0206.geopotential number by the normal gravity value computed on the
 LR0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0206.degrees latitude (g = 980.6199 gals.).
 LR0206
 LR0206.The modeled gravity was interpolated from observed gravity values.
 LR0206
 LR0206;                    North         East    Units  Estimated Accuracy
 LR0206;SPC NV C     - 6,650,600.      487,780.      MT  (+/- 180 meters Scaled)
 LR0206
 LR0206                          SUPERSEDED SURVEY CONTROL
 LR0206
 LR0206  NGVD 29 (??/??/92) 1383.114  (m)         4537.77   (f) ADJ UNCH    1 2
 LR0206
 LR0206.Superseded values are not recommended for survey control.
 LR0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0206.See file dsdata.txt to determine how the superseded data were derived.
 LR0206
 LR0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE159957(NAD 83)
 LR0206_MARKER: DB = BENCH MARK DISK
 LR0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0206_STAMPING: G 351 1953
 LR0206_MARK LOGO: CGS   
 LR0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0206+STABILITY: SURFACE MOTION
 LR0206
 LR0206  HISTORY     - Date     Condition        Report By
 LR0206  HISTORY     - 1953     MONUMENTED       CGS
 LR0206  HISTORY     - 1984     GOOD             NGS
 LR0206
 LR0206                          STATION DESCRIPTION
 LR0206
 LR0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0206'7.1 MI E FROM BATTLE MOUNTAIN.
 LR0206'7.1 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0206'STATION AT BATTLE MOUNTAIN, 130 1/2 FEET SOUTHEAST OF AND ACROSS THE
 LR0206'TRACK FROM MILEPOLE 483, ON THE OUTSIDE OF A LONG CURVE, 182.2 FEET
 LR0206'NORTH OF THE CENTER LINE OF U. S. HIGHWAY 40, 61.6 FEET SOUTH OF THE
 LR0206'SOUTH RAIL, 6 1/2 FEET WEST OF TELEGRAPH POLE 61B, 1.7 FEET EAST OF A
 LR0206'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF
 LR0206'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LR0206
 LR0206                          STATION RECOVERY (1984)
 LR0206
 LR0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0003 ***********************************************************************
 LR0003  DESIGNATION -  G 352
 LR0003  PID         -  LR0003
 LR0003  STATE/COUNTY-  NV/EUREKA
 LR0003  USGS QUAD   -  BEOWAWE (1986)
 LR0003
 LR0003                         *CURRENT SURVEY CONTROL
 LR0003  ___________________________________________________________________
 LR0003* NAD 83(1986)-  40 37 15.     (N)    116 29 28.     (W)     SCALED    
 LR0003* NAVD 88     -      1426.860  (meters)    4681.29   (feet)  ADJUSTED  
 LR0003  ___________________________________________________________________
 LR0003  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 LR0003  DYNAMIC HT  -        1425.711 (meters)    4677.52  (feet)  COMP
 LR0003  MODELED GRAV-     979,770.0   (mgal)                       NAVD 88
 LR0003
 LR0003  VERT ORDER  -  FIRST     CLASS II
 LR0003
 LR0003.The horizontal coordinates were scaled from a topographic map and have
 LR0003.an estimated accuracy of +/- 6 seconds.
 LR0003
 LR0003.The orthometric height was determined by differential leveling
 LR0003.and adjusted by the National Geodetic Survey in June 1991..
 LR0003
 LR0003.The geoid height was determined by GEOID03.
 LR0003
 LR0003.The dynamic height is computed by dividing the NAVD 88
 LR0003.geopotential number by the normal gravity value computed on the
 LR0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0003.degrees latitude (g = 980.6199 gals.).
 LR0003
 LR0003.The modeled gravity was interpolated from observed gravity values.
 LR0003
 LR0003;                    North         East    Units  Estimated Accuracy
 LR0003;SPC NV E     - 8,651,940.      123,200.      MT  (+/- 180 meters Scaled)
 LR0003
 LR0003                          SUPERSEDED SURVEY CONTROL
 LR0003
 LR0003  NGVD 29 (??/??/92) 1425.793  (m)         4677.79   (f) ADJ UNCH    1 2
 LR0003
 LR0003.Superseded values are not recommended for survey control.
 LR0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0003.See file dsdata.txt to determine how the superseded data were derived.
 LR0003
 LR0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE430967(NAD 83)
 LR0003_MARKER: DB = BENCH MARK DISK
 LR0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0003_SP_SET: ABUTMENT
 LR0003_STAMPING: G 352 1953
 LR0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0003
 LR0003  HISTORY     - Date     Condition        Report By
 LR0003  HISTORY     - 1953     MONUMENTED       CGS
 LR0003
 LR0003                          STATION DESCRIPTION
 LR0003
 LR0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0003'2.0 MI NW FROM BEOWAWE.
 LR0003'2.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0003'THE STATION AT BEOWAWE, 0.15 MILE (5-2/3 POLES) SOUTH OF MILEPOLE 506,
 LR0003'AT WOODEN BRIDGE 506.15, IN THE TOP OF THE SOUTH CONCRETE ABUTMENT,
 LR0003'83.6 FEET SOUTH OF THE SOUTHWEST CORNER OF SEMAPHORE 5061, 7.7 FEET
 LR0003'EAST OF THE EAST RAIL, 0.9 FOOT WEST OF THE EAST END OF THE ABUTMENT,
 LR0003'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0029 ***********************************************************************
 LR0029  DESIGNATION -  G 353
 LR0029  PID         -  LR0029
 LR0029  STATE/COUNTY-  NV/EUREKA
 LR0029  USGS QUAD   -  CARLIN WEST (1985)
 LR0029
 LR0029                         *CURRENT SURVEY CONTROL
 LR0029  ___________________________________________________________________
 LR0029* NAD 83(1986)-  40 38 08.     (N)    116 10 01.     (W)     SCALED    
 LR0029* NAVD 88     -      1479.493  (meters)    4853.97   (feet)  ADJUSTED  
 LR0029  ___________________________________________________________________
 LR0029  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 LR0029  DYNAMIC HT  -        1478.280 (meters)    4849.99  (feet)  COMP
 LR0029  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 LR0029
 LR0029  VERT ORDER  -  FIRST     CLASS II
 LR0029
 LR0029.The horizontal coordinates were scaled from a topographic map and have
 LR0029.an estimated accuracy of +/- 6 seconds.
 LR0029
 LR0029.The orthometric height was determined by differential leveling
 LR0029.and adjusted by the National Geodetic Survey in June 1991..
 LR0029
 LR0029.The geoid height was determined by GEOID03.
 LR0029
 LR0029.The dynamic height is computed by dividing the NAVD 88
 LR0029.geopotential number by the normal gravity value computed on the
 LR0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0029.degrees latitude (g = 980.6199 gals.).
 LR0029
 LR0029.The modeled gravity was interpolated from observed gravity values.
 LR0029
 LR0029;                    North         East    Units  Estimated Accuracy
 LR0029;SPC NV E     - 8,653,340.      150,630.      MT  (+/- 180 meters Scaled)
 LR0029
 LR0029                          SUPERSEDED SURVEY CONTROL
 LR0029
 LR0029  NGVD 29 (??/??/92) 1478.410  (m)         4850.42   (f) ADJ UNCH    1 2
 LR0029
 LR0029.Superseded values are not recommended for survey control.
 LR0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0029.See file dsdata.txt to determine how the superseded data were derived.
 LR0029
 LR0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE704986(NAD 83)
 LR0029_MARKER: DB = BENCH MARK DISK
 LR0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LR0029_SP_SET: CULVERT
 LR0029_STAMPING: G 353 1953
 LR0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0029
 LR0029  HISTORY     - Date     Condition        Report By
 LR0029  HISTORY     - 1953     MONUMENTED       CGS
 LR0029
 LR0029                          STATION DESCRIPTION
 LR0029
 LR0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0029'2.2 MI NE FROM PALISADE.
 LR0029'2.2 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0029'THE STATION AT PALISADE, 0.1 MILE (3 POLES) SOUTHWEST OF MILEPOLE 528,
 LR0029'AT CULVERT 527.92, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 LR0029'CONCRETE HEAD WALL, 17.7 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 LR0029'ABOUT 3 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0457 ***********************************************************************
 LQ0457  DESIGNATION -  G 354
 LQ0457  PID         -  LQ0457
 LQ0457  STATE/COUNTY-  NV/ELKO
 LQ0457  USGS QUAD   -  OSINO (1982)
 LQ0457
 LQ0457                         *CURRENT SURVEY CONTROL
 LQ0457  ___________________________________________________________________
 LQ0457* NAD 83(1986)-  40 55 08.     (N)    115 41 05.     (W)     SCALED    
 LQ0457* NAVD 88     -      1560.339  (meters)    5119.21   (feet)  ADJUSTED  
 LQ0457  ___________________________________________________________________
 LQ0457  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 LQ0457  DYNAMIC HT  -        1559.049 (meters)    5114.98  (feet)  COMP
 LQ0457  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 LQ0457
 LQ0457  VERT ORDER  -  FIRST     CLASS II
 LQ0457
 LQ0457.The horizontal coordinates were scaled from a topographic map and have
 LQ0457.an estimated accuracy of +/- 6 seconds.
 LQ0457
 LQ0457.The orthometric height was determined by differential leveling
 LQ0457.and adjusted by the National Geodetic Survey in June 1991..
 LQ0457
 LQ0457.The geoid height was determined by GEOID03.
 LQ0457
 LQ0457.The dynamic height is computed by dividing the NAVD 88
 LQ0457.geopotential number by the normal gravity value computed on the
 LQ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0457.degrees latitude (g = 980.6199 gals.).
 LQ0457
 LQ0457.The modeled gravity was interpolated from observed gravity values.
 LQ0457
 LQ0457;                    North         East    Units  Estimated Accuracy
 LQ0457;SPC NV E     - 8,684,640.      191,460.      MT  (+/- 180 meters Scaled)
 LQ0457
 LQ0457                          SUPERSEDED SURVEY CONTROL
 LQ0457
 LQ0457  NGVD 29 (??/??/92) 1559.200  (m)         5115.48   (f) ADJ UNCH    1 2
 LQ0457
 LQ0457.Superseded values are not recommended for survey control.
 LQ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0457.See file dsdata.txt to determine how the superseded data were derived.
 LQ0457
 LQ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF107305(NAD 83)
 LQ0457_MARKER: DB = BENCH MARK DISK
 LQ0457_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LQ0457_STAMPING: G 354 1953
 LQ0457_MARK LOGO: CGS   
 LQ0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0457+STABILITY: SURFACE MOTION
 LQ0457
 LQ0457  HISTORY     - Date     Condition        Report By
 LQ0457  HISTORY     - 1953     MONUMENTED       CGS
 LQ0457  HISTORY     - 1984     GOOD             NGS
 LQ0457
 LQ0457                          STATION DESCRIPTION
 LQ0457
 LQ0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LQ0457'7.4 MI NE FROM ELKO.
 LQ0457'7.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LQ0457'THE STATION AT ELKO, AT SMALL BRIDGE 563.40, IN THE TOP OF THE
 LQ0457'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT, 4 RAILS SOUTHWEST OF
 LQ0457'AN ELECTRIC BLOCK SIGNAL, 7.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LQ0457'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 LQ0457
 LQ0457                          STATION RECOVERY (1984)
 LQ0457
 LQ0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0422 ***********************************************************************
 MT0422  DESIGNATION -  G 355
 MT0422  PID         -  MT0422
 MT0422  STATE/COUNTY-  NV/ELKO
 MT0422  USGS QUAD   -  HERDER CREEK (1967)
 MT0422
 MT0422                         *CURRENT SURVEY CONTROL
 MT0422  ___________________________________________________________________
 MT0422* NAD 83(1986)-  41 06 27.     (N)    115 11 06.     (W)     SCALED    
 MT0422* NAVD 88     -      1652.647  (meters)    5422.06   (feet)  ADJUSTED  
 MT0422  ___________________________________________________________________
 MT0422  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 MT0422  DYNAMIC HT  -        1651.272 (meters)    5417.55  (feet)  COMP
 MT0422  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 MT0422
 MT0422  VERT ORDER  -  FIRST     CLASS II
 MT0422
 MT0422.The horizontal coordinates were scaled from a topographic map and have
 MT0422.an estimated accuracy of +/- 6 seconds.
 MT0422
 MT0422.The orthometric height was determined by differential leveling
 MT0422.and adjusted by the National Geodetic Survey in June 1991..
 MT0422
 MT0422.The geoid height was determined by GEOID03.
 MT0422
 MT0422.The dynamic height is computed by dividing the NAVD 88
 MT0422.geopotential number by the normal gravity value computed on the
 MT0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0422.degrees latitude (g = 980.6199 gals.).
 MT0422
 MT0422.The modeled gravity was interpolated from observed gravity values.
 MT0422
 MT0422;                    North         East    Units  Estimated Accuracy
 MT0422;SPC NV E     - 8,705,660.      233,460.      MT  (+/- 180 meters Scaled)
 MT0422
 MT0422                          SUPERSEDED SURVEY CONTROL
 MT0422
 MT0422  NGVD 29 (??/??/92) 1651.470  (m)         5418.20   (f) ADJ UNCH    1 2
 MT0422
 MT0422.Superseded values are not recommended for survey control.
 MT0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0422.See file dsdata.txt to determine how the superseded data were derived.
 MT0422
 MT0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF524522(NAD 83)
 MT0422_MARKER: DB = BENCH MARK DISK
 MT0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MT0422_SP_SET: CULVERT
 MT0422_STAMPING: G 355 1953
 MT0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0422
 MT0422  HISTORY     - Date     Condition        Report By
 MT0422  HISTORY     - 1953     MONUMENTED       CGS
 MT0422
 MT0422                          STATION DESCRIPTION
 MT0422
 MT0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0422'5.4 MI NE FROM DEETH.
 MT0422'5.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0422'THE STATION AT DEETH, 2-3/4 POLES EAST OF MILEPOLE 595, AT 8-FOOT
 MT0422'CONCRETE PIPE CULVERT 595.06, IN THE TOP OF THE WEST END OF THE SOUTH
 MT0422'CONCRETE HEAD WALL, 29.4 FEET SOUTH OF THE SOUTH RAIL OF THE WESTERN
 MT0422'PACIFIC RAILROAD TRACK, ABOUT 6 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0945 ***********************************************************************
 KR0945  DESIGNATION -  G 357
 KR0945  PID         -  KR0945
 KR0945  STATE/COUNTY-  NV/WASHOE
 KR0945  USGS QUAD   -  WASHOE CITY (1994)
 KR0945
 KR0945                         *CURRENT SURVEY CONTROL
 KR0945  ___________________________________________________________________
 KR0945* NAD 83(1986)-  39 19 12.     (N)    119 49 02.     (W)     SCALED    
 KR0945* NAVD 88     -      1559.11   (+/-2cm)    5115.2    (feet)  VERTCON   
 KR0945  ___________________________________________________________________
 KR0945  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 KR0945
 KR0945  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0945
 KR0945.The horizontal coordinates were scaled from a topographic map and have
 KR0945.an estimated accuracy of +/- 6 seconds.
 KR0945
 KR0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0945.The vertical order pertains to the NGVD 29 superseded value.
 KR0945
 KR0945.The geoid height was determined by GEOID03.
 KR0945
 KR0945;                    North         East    Units  Estimated Accuracy
 KR0945;SPC NV W     - 4,507,850.      693,610.      MT  (+/- 180 meters Scaled)
 KR0945
 KR0945                          SUPERSEDED SURVEY CONTROL
 KR0945
 KR0945  NGVD 29 (??/??/92) 1557.960  (m)         5111.41   (f) ADJ UNCH    1 2
 KR0945
 KR0945.Superseded values are not recommended for survey control.
 KR0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0945.See file dsdata.txt to determine how the superseded data were derived.
 KR0945
 KR0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD571560(NAD 83)
 KR0945_MARKER: DB = BENCH MARK DISK
 KR0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0945_STAMPING: G 357 1953
 KR0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0945+STABILITY: SURFACE MOTION
 KR0945
 KR0945  HISTORY     - Date     Condition        Report By
 KR0945  HISTORY     - 1953     MONUMENTED       CGS
 KR0945  HISTORY     - 1955     GOOD             NGS
 KR0945  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR0945
 KR0945                          STATION DESCRIPTION
 KR0945
 KR0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0945'6.2 MI SW FROM STEAMBOAT.
 KR0945'0.1 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 KR0945'STEAMBOAT, THENCE 6.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 395, 0.1
 KR0945'MILE SOUTH OF THE WASHOE MOTEL AND THE T JUNCTION OF A GRAVELED ROAD
 KR0945'LEADING EAST, AT THE CROSSING OF A TELEPHONE LINE, AT THE T JUNCTION
 KR0945'OF FENCE LINES, 203.3 FEET SOUTH OF THE SOUTH END OF A STEEL GATE
 KR0945'ACROSS A DIRT DRIVEWAY LEADING EAST TO A FARMHOUSE, 58 FEET SOUTH OF
 KR0945'POWER LINE POLE 44520, 38.4 FEET EAST OF THE CENTER LINE OF THE
 KR0945'HIGHWAY, 2.8 FEET NORTH OF A WITNESS POST, 1.9 FEET WEST OF A FENCE,
 KR0945'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KR0945'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KR0945
 KR0945                          STATION RECOVERY (2003)
 KR0945
 KR0945'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1028 ***********************************************************************
 KR1028  DESIGNATION -  G 358
 KR1028  PID         -  KR1028
 KR1028  STATE/COUNTY-  NV/LYON
 KR1028  USGS QUAD   -  DAYTON (1993)
 KR1028
 KR1028                         *CURRENT SURVEY CONTROL
 KR1028  ___________________________________________________________________
 KR1028* NAD 83(1986)-  39 14 43.     (N)    119 33 49.     (W)     SCALED    
 KR1028* NAVD 88     -      1330.30   (+/-2cm)    4364.5    (feet)  VERTCON   
 KR1028  ___________________________________________________________________
 KR1028  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KR1028
 KR1028  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1028
 KR1028.The horizontal coordinates were scaled from a topographic map and have
 KR1028.an estimated accuracy of +/- 6 seconds.
 KR1028
 KR1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1028.The vertical order pertains to the NGVD 29 superseded value.
 KR1028
 KR1028.The geoid height was determined by GEOID03.
 KR1028
 KR1028;                    North         East    Units  Estimated Accuracy
 KR1028;SPC NV W     - 4,499,280.      715,380.      MT  (+/- 180 meters Scaled)
 KR1028
 KR1028                          SUPERSEDED SURVEY CONTROL
 KR1028
 KR1028  NGVD 29 (??/??/92) 1329.248  (m)         4361.04   (f) ADJ UNCH    1 2
 KR1028
 KR1028.Superseded values are not recommended for survey control.
 KR1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1028.See file dsdata.txt to determine how the superseded data were derived.
 KR1028
 KR1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD787471(NAD 83)
 KR1028_MARKER: DB = BENCH MARK DISK
 KR1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1028_STAMPING: G 358 1953
 KR1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1028+STABILITY: SURFACE MOTION
 KR1028
 KR1028  HISTORY     - Date     Condition        Report By
 KR1028  HISTORY     - 1953     MONUMENTED       CGS
 KR1028  HISTORY     - 1955     GOOD             NGS
 KR1028  HISTORY     - 1983     MARK NOT FOUND   USGS
 KR1028  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1028
 KR1028                          STATION DESCRIPTION
 KR1028
 KR1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR1028'1.7 MI E FROM DAYTON.
 KR1028'1.6 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT DAYTON,
 KR1028'THENCE 0.1 MILE NORTHEAST ALONG A TRACK ROAD, AT W. E. HERRMANN RANCH,
 KR1028'ABOUT 90 YARDS NORTH OF THE NORTH CORNER OF THE RANCHHOUSE, 105 1/2
 KR1028'FEET EAST OF POWER LINE POLE 20471, 93 1/2 FEET NORTH OF POWER LINE
 KR1028'POLE 20472, 24 1/2 FEET SOUTHEAST OF THE CENTER LINE OF AN ABANDONED
 KR1028'RAILROAD BED, 7 1/2 FEET NORTHEAST OF A FENCE CORNER POST, 2.6 FEET
 KR1028'NORTHWEST OF THE FENCE, 2.0 FEET NORTHEAST OF A WITNESS POST, ABOUT
 KR1028'LEVEL WITH THE RAILROAD BED, AND SET IN THE TOP OF A CONCRETE POST
 KR1028'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KR1028
 KR1028                          STATION RECOVERY (1983)
 KR1028
 KR1028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KR1028'MARK NOT FOUND.
 KR1028
 KR1028                          STATION RECOVERY (2003)
 KR1028
 KR1028'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0287 ***********************************************************************
 JR0287  DESIGNATION -  G 359
 JR0287  PID         -  JR0287
 JR0287  STATE/COUNTY-  NV/MINERAL
 JR0287  USGS QUAD   -  SODAVILLE (1967)
 JR0287
 JR0287                         *CURRENT SURVEY CONTROL
 JR0287  ___________________________________________________________________
 JR0287* NAD 83(1986)-  38 15 03.     (N)    118 04 17.     (W)     SCALED    
 JR0287* NAVD 88     -      1365.701  (meters)    4480.64   (feet)  ADJUSTED  
 JR0287  ___________________________________________________________________
 JR0287  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 JR0287  DYNAMIC HT  -        1364.265 (meters)    4475.93  (feet)  COMP
 JR0287  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 JR0287
 JR0287  VERT ORDER  -  FIRST     CLASS II
 JR0287
 JR0287.The horizontal coordinates were scaled from a topographic map and have
 JR0287.an estimated accuracy of +/- 6 seconds.
 JR0287
 JR0287.The orthometric height was determined by differential leveling
 JR0287.and adjusted by the National Geodetic Survey in June 1991..
 JR0287
 JR0287.The geoid height was determined by GEOID03.
 JR0287
 JR0287.The dynamic height is computed by dividing the NAVD 88
 JR0287.geopotential number by the normal gravity value computed on the
 JR0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0287.degrees latitude (g = 980.6199 gals.).
 JR0287
 JR0287.The modeled gravity was interpolated from observed gravity values.
 JR0287
 JR0287;                    North         East    Units  Estimated Accuracy
 JR0287;SPC NV W     - 4,388,570.      844,810.      MT  (+/- 180 meters Scaled)
 JR0287
 JR0287                          SUPERSEDED SURVEY CONTROL
 JR0287
 JR0287  NGVD 29 (??/??/92) 1364.573  (m)         4476.94   (f) ADJ UNCH    1 2
 JR0287
 JR0287.Superseded values are not recommended for survey control.
 JR0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0287.See file dsdata.txt to determine how the superseded data were derived.
 JR0287
 JR0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC062341(NAD 83)
 JR0287_MARKER: DB = BENCH MARK DISK
 JR0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0287_STAMPING: G 359 1953
 JR0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0287+STABILITY: SURFACE MOTION
 JR0287
 JR0287  HISTORY     - Date     Condition        Report By
 JR0287  HISTORY     - 1953     MONUMENTED       CGS
 JR0287  HISTORY     - 1984     MARK NOT FOUND   NGS
 JR0287
 JR0287                          STATION DESCRIPTION
 JR0287
 JR0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0287'11 MI S FROM MINA.
 JR0287'11.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 JR0287'COMPANY RAILROAD AT MINA, 85.9 FEET NORTHEAST OF THE CENTER
 JR0287'OF THE NORTH END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT,
 JR0287'65.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.4 FEET
 JR0287'WEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY,
 JR0287'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 JR0287'ABOVE THE GROUND.
 JR0287
 JR0287                          STATION RECOVERY (1984)
 JR0287
 JR0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0287'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0894 ***********************************************************************
 JR0894  DESIGNATION -  G 359 RESET
 JR0894  PID         -  JR0894
 JR0894  STATE/COUNTY-  NV/MINERAL
 JR0894  USGS QUAD   -  SODAVILLE (1967)
 JR0894
 JR0894                         *CURRENT SURVEY CONTROL
 JR0894  ___________________________________________________________________
 JR0894* NAD 83(1986)-  38 15 03.     (N)    118 04 16.     (W)     SCALED    
 JR0894* NAVD 88     -      1364.290  (meters)    4476.01   (feet)  ADJUSTED  
 JR0894  ___________________________________________________________________
 JR0894  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 JR0894  DYNAMIC HT  -        1362.855 (meters)    4471.30  (feet)  COMP
 JR0894  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 JR0894
 JR0894  VERT ORDER  -  FIRST     CLASS II
 JR0894
 JR0894.The horizontal coordinates were scaled from a topographic map and have
 JR0894.an estimated accuracy of +/- 6 seconds.
 JR0894
 JR0894.The orthometric height was determined by differential leveling
 JR0894.and adjusted by the National Geodetic Survey in June 1991..
 JR0894
 JR0894.The geoid height was determined by GEOID03.
 JR0894
 JR0894.The dynamic height is computed by dividing the NAVD 88
 JR0894.geopotential number by the normal gravity value computed on the
 JR0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0894.degrees latitude (g = 980.6199 gals.).
 JR0894
 JR0894.The modeled gravity was interpolated from observed gravity values.
 JR0894
 JR0894;                    North         East    Units  Estimated Accuracy
 JR0894;SPC NV W     - 4,388,570.      844,830.      MT  (+/- 180 meters Scaled)
 JR0894
 JR0894                          SUPERSEDED SURVEY CONTROL
 JR0894
 JR0894.No superseded survey control is available for this station.
 JR0894
 JR0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC062341(NAD 83)
 JR0894_MARKER: DB = BENCH MARK DISK
 JR0894_SETTING: 80 = SET IN A BOULDER
 JR0894_SP_SET: BOULDER
 JR0894_STAMPING: G 359 RESET 1972
 JR0894_MARK LOGO: NGS   
 JR0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0894+STABILITY: SURFACE MOTION
 JR0894
 JR0894  HISTORY     - Date     Condition        Report By
 JR0894  HISTORY     - 1972     MONUMENTED       NGS
 JR0894  HISTORY     - 1984     GOOD             NGS
 JR0894
 JR0894                          STATION DESCRIPTION
 JR0894
 JR0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JR0894'30.5 KM (19.0 MI) NW FROM COALDALE.
 JR0894'30.5 KM (19.05 MI) NW ALONG US HIGHWAY 95 FROM THE JUNCTION OF US
 JR0894'HIGHWAY 6 AT COALDALE, IN TOP OF THE HIGHEST POINT OF A 2 BY 3 FOOT
 JR0894'BROWN VOLCANIC BOULDER PROJECTING 1.5 FEET ABOVE THE SURFACE OF THE
 JR0894'GROUND, 0.5 KM (0.3 MI) NORTHWEST OF MILEPOST 5, 36.4 METERS
 JR0894'(119.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 25.7 METERS (84.5 FT)
 JR0894'WEST OF THE NORTHWEST END OF A PIPE BRACE IN THE RIGHT OF WAY FENCE
 JR0894'AND 24.8 METERS (81.5 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 JR0894'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 JR0894'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0026 ***********************************************************************
 KP0026  DESIGNATION -  G 36
 KP0026  PID         -  KP0026
 KP0026  STATE/COUNTY-  NV/WHITE PINE
 KP0026  USGS QUAD   -  LEHMAN CAVES (1986)
 KP0026
 KP0026                         *CURRENT SURVEY CONTROL
 KP0026  ___________________________________________________________________
 KP0026* NAD 83(1986)-  39 05 56.     (N)    114 14 35.     (W)     SCALED    
 KP0026* NAVD 88     -      1859.796  (meters)    6101.68   (feet)  ADJUSTED  
 KP0026  ___________________________________________________________________
 KP0026  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 KP0026  DYNAMIC HT  -        1857.818 (meters)    6095.19  (feet)  COMP
 KP0026  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 KP0026
 KP0026  VERT ORDER  -  FIRST     CLASS II
 KP0026
 KP0026.The horizontal coordinates were scaled from a topographic map and have
 KP0026.an estimated accuracy of +/- 6 seconds.
 KP0026
 KP0026.The orthometric height was determined by differential leveling
 KP0026.and adjusted by the National Geodetic Survey in June 1991..
 KP0026
 KP0026.The geoid height was determined by GEOID03.
 KP0026
 KP0026.The dynamic height is computed by dividing the NAVD 88
 KP0026.geopotential number by the normal gravity value computed on the
 KP0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0026.degrees latitude (g = 980.6199 gals.).
 KP0026
 KP0026.The modeled gravity was interpolated from observed gravity values.
 KP0026
 KP0026;                    North         East    Units  Estimated Accuracy
 KP0026;SPC NV E     - 8,483,430.      315,930.      MT  (+/- 180 meters Scaled)
 KP0026
 KP0026                          SUPERSEDED SURVEY CONTROL
 KP0026
 KP0026  NGVD 29 (??/??/92) 1858.571  (m)         6097.66   (f) ADJ UNCH    1 2
 KP0026
 KP0026.Superseded values are not recommended for survey control.
 KP0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0026.See file dsdata.txt to determine how the superseded data were derived.
 KP0026
 KP0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD384313(NAD 83)
 KP0026_MARKER: DB = BENCH MARK DISK
 KP0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0026_STAMPING: G 36 1934
 KP0026_MARK LOGO: CGS   
 KP0026_PROJECTION: PROJECTING 15 CENTIMETERS
 KP0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0026+STABILITY: SURFACE MOTION
 KP0026
 KP0026  HISTORY     - Date     Condition        Report By
 KP0026  HISTORY     - 1934     MONUMENTED       CGS
 KP0026  HISTORY     - 1957     GOOD             NGS
 KP0026  HISTORY     - 1984     GOOD             NGS
 KP0026
 KP0026                          STATION DESCRIPTION
 KP0026
 KP0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KP0026'9.7 MI NW FROM BAKER.
 KP0026'9.7 MILES NORTHWEST ALONG STATE HIGHWAY 73 AND U.S. HIGHWAY 6 FROM THE
 KP0026'GARAGE AT BAKER, 0.4 MILE WEST OF AN ABANDONED FARMHOUSE, 30 FEET EAST
 KP0026'OF THE FOOT OF A SMALL ROUND HILL, AND 51 FEET NORTH OF THE CENTERLINE
 KP0026'OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 36 1934 AND SET IN THE TOP
 KP0026'OF A CONCRETE POST.  NOTE-- THIS MARK IS ALONG THE OLD HIGHWAY. A NEW
 KP0026'HIGHWAY HAS BEEN BUILT IN THIS AREA.
 KP0026
 KP0026                          STATION RECOVERY (1984)
 KP0026
 KP0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0026'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.7 KM
 KP0026'(5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0026'OFFICE AT BAKER, THENCE 6.15 KM (3.85 MI) WEST ALONG US HIGHWAYS 6 AND
 KP0026'50, THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG A DIRT ROAD, 38.4 METERS
 KP0026'(126 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 28.6 METERS (94 FT) WEST
 KP0026'OF THE NORTHEAST GATE POST FOR A WIRE GATE ACROSS THE OLD HIGHWAY,
 KP0026'15.5 METERS (51 FT) NORTH OF THE CENTER OF THE OLD HIGHWAY AND
 KP0026'9.1 METERS (30 FT) EAST OF THE EAST BASE OF A SMALL HILL.
 KP0026'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 KP0026'THE MARK IS 0.3 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0309 ***********************************************************************
 JR0309  DESIGNATION -  G 360
 JR0309  PID         -  JR0309
 JR0309  STATE/COUNTY-  NV/MINERAL
 JR0309  USGS QUAD   -  MINA NW (1982)
 JR0309
 JR0309                         *CURRENT SURVEY CONTROL
 JR0309  ___________________________________________________________________
 JR0309* NAD 83(1986)-  38 27 31.     (N)    118 08 45.     (W)     SCALED    
 JR0309* NAVD 88     -      1360.586  (meters)    4463.86   (feet)  ADJUSTED  
 JR0309  ___________________________________________________________________
 JR0309  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 JR0309  DYNAMIC HT  -        1359.206 (meters)    4459.33  (feet)  COMP
 JR0309  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 JR0309
 JR0309  VERT ORDER  -  FIRST     CLASS II
 JR0309
 JR0309.The horizontal coordinates were scaled from a topographic map and have
 JR0309.an estimated accuracy of +/- 6 seconds.
 JR0309
 JR0309.The orthometric height was determined by differential leveling
 JR0309.and adjusted by the National Geodetic Survey in June 1991..
 JR0309
 JR0309.The geoid height was determined by GEOID03.
 JR0309
 JR0309.The dynamic height is computed by dividing the NAVD 88
 JR0309.geopotential number by the normal gravity value computed on the
 JR0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0309.degrees latitude (g = 980.6199 gals.).
 JR0309
 JR0309.The modeled gravity was interpolated from observed gravity values.
 JR0309
 JR0309;                    North         East    Units  Estimated Accuracy
 JR0309;SPC NV W     - 4,411,600.      838,180.      MT  (+/- 180 meters Scaled)
 JR0309
 JR0309                          SUPERSEDED SURVEY CONTROL
 JR0309
 JR0309  NGVD 29 (??/??/92) 1359.459  (m)         4460.16   (f) ADJ UNCH    1 2
 JR0309
 JR0309.Superseded values are not recommended for survey control.
 JR0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0309.See file dsdata.txt to determine how the superseded data were derived.
 JR0309
 JR0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC000573(NAD 83)
 JR0309_MARKER: DB = BENCH MARK DISK
 JR0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0309_STAMPING: G 360 1953
 JR0309_MARK LOGO: CGS   
 JR0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0309+STABILITY: SURFACE MOTION
 JR0309
 JR0309  HISTORY     - Date     Condition        Report By
 JR0309  HISTORY     - 1953     MONUMENTED       CGS
 JR0309  HISTORY     - 1984     GOOD             NGS
 JR0309
 JR0309                          STATION DESCRIPTION
 JR0309
 JR0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0309'3.8 MI SE FROM LUNING.
 JR0309'3.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0309'FROM THE STATION AT LUNING, 5.2 MILES NORTHWEST OF MINA, 22 1/2
 JR0309'FEET SOUTH OF MILEPOLE 412, 0.4 MILE SOUTHEAST OF THE CROSSING
 JR0309'OF A DIRT ROAD, 35.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.1
 JR0309'FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 JR0309'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 JR0309'ABOVE THE GROUND.
 JR0309
 JR0309                          STATION RECOVERY (1984)
 JR0309
 JR0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0309'RECOVERED IN GOOD CONDITION.  ADD 5.8 KM (3.6 MI) SOUTHEAST ALONG THE
 JR0309'SOUTHERN PACIFIC RAILROAD FROM THE POST OFFICE AT LUNING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0762 ***********************************************************************
 KR0762  DESIGNATION -  G 361
 KR0762  PID         -  KR0762
 KR0762  STATE/COUNTY-  NV/LYON
 KR0762  USGS QUAD   -  CHURCHILL CANYON WEL (1993)
 KR0762
 KR0762                         *CURRENT SURVEY CONTROL
 KR0762  ___________________________________________________________________
 KR0762* NAD 83(1986)-  39 12 38.     (N)    119 16 00.     (W)     SCALED    
 KR0762* NAVD 88     -      1303.99   (+/-2cm)    4278.2    (feet)  VERTCON   
 KR0762  ___________________________________________________________________
 KR0762  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 KR0762
 KR0762  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0762
 KR0762.The horizontal coordinates were scaled from a topographic map and have
 KR0762.an estimated accuracy of +/- 6 seconds.
 KR0762
 KR0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0762.The vertical order pertains to the NGVD 29 superseded value.
 KR0762
 KR0762.The geoid height was determined by GEOID03.
 KR0762
 KR0762;                    North         East    Units  Estimated Accuracy
 KR0762;SPC NV W     - 4,495,190.      740,990.      MT  (+/- 180 meters Scaled)
 KR0762
 KR0762                          SUPERSEDED SURVEY CONTROL
 KR0762
 KR0762  NGVD 29 (??/??/92) 1302.988  (m)         4274.89   (f) ADJ UNCH    1 2
 KR0762
 KR0762.Superseded values are not recommended for survey control.
 KR0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0762.See file dsdata.txt to determine how the superseded data were derived.
 KR0762
 KR0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD042425(NAD 83)
 KR0762_MARKER: DB = BENCH MARK DISK
 KR0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0762_STAMPING: G 361 1953
 KR0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0762+STABILITY: SURFACE MOTION
 KR0762
 KR0762  HISTORY     - Date     Condition        Report By
 KR0762  HISTORY     - 1953     MONUMENTED       CGS
 KR0762
 KR0762                          STATION DESCRIPTION
 KR0762
 KR0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0762'7.0 MI S FROM WEEKS.
 KR0762'7.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0762'CROSSING OF U.S. HIGHWAY 95A AT WEEKS (NEAR FORT CHURCHILL), 7.0 MILES
 KR0762'NORTHWEST OF WABUSKA, ON TOP OF A SMALL RISE AT THE EAST EDGE OF A
 KR0762'MEADOW, 1 POLE NORTH OF MILEPOLE 321, 54 FEET NORTHWEST OF A TELEGRAPH
 KR0762'POLE, 46.7 FEET WEST OF THE WEST RAIL, 3.2 FEET NORTH OF A WITNESS
 KR0762'POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 KR0762'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0208 ***********************************************************************
 JR0208  DESIGNATION -  G 362 RESET
 JR0208  PID         -  JR0208
 JR0208  STATE/COUNTY-  NV/MINERAL
 JR0208  USGS QUAD   -  SCHURZ (1988)
 JR0208
 JR0208                         *CURRENT SURVEY CONTROL
 JR0208  ___________________________________________________________________
 JR0208* NAD 83(1986)-  38 56 30.     (N)    118 48 37.     (W)     SCALED    
 JR0208* NAVD 88     -      1274.78   (+/-2cm)    4182.3    (feet)  VERTCON   
 JR0208  ___________________________________________________________________
 JR0208  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 JR0208
 JR0208  VERT ORDER  -  THIRD (See Below)
 JR0208
 JR0208.The horizontal coordinates were scaled from a topographic map and have
 JR0208.an estimated accuracy of +/- 6 seconds.
 JR0208
 JR0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0208.The vertical order pertains to the NGVD 29 superseded value.
 JR0208
 JR0208.The geoid height was determined by GEOID03.
 JR0208
 JR0208;                    North         East    Units  Estimated Accuracy
 JR0208;SPC NV W     - 4,465,150.      780,330.      MT  (+/- 180 meters Scaled)
 JR0208
 JR0208                          SUPERSEDED SURVEY CONTROL
 JR0208
 JR0208  NGVD 29 (07/31/00) 1273.70   (m)         4178.8    (f) RESET       3  
 JR0208
 JR0208.Superseded values are not recommended for survey control.
 JR0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0208.See file dsdata.txt to determine how the superseded data were derived.
 JR0208
 JR0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD431118(NAD 83)
 JR0208_MARKER: DB = BENCH MARK DISK
 JR0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0208_STAMPING: G362 RESET 1957
 JR0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0208+STABILITY: SURFACE MOTION
 JR0208
 JR0208  HISTORY     - Date     Condition        Report By
 JR0208  HISTORY     - 1957     MONUMENTED       NVDH
 JR0208  HISTORY     - 1961     GOOD
 JR0208
 JR0208                          STATION DESCRIPTION
 JR0208
 JR0208'DESCRIBED 1961
 JR0208'0.6 MI S FROM SCHURZ.
 JR0208'ABOUT 0.6 MILE SOUTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 JR0208'AT SCHURZ, MINERAL COUNTY, ABOUT 200 FEET SOUTHEAST OF THE
 JR0208'NORTHEAST CORNER OF THE WYE JUNCTION WITH STATE HIGHWAY 3, 60
 JR0208'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AT STA. 0 32+80 PLUS OR
 JR0208'MINUS, ABOUT 6 FEET ABOVE THE HIGHWAY.  A STANDARD DISK, STAMPED G362
 JR0208'RESET 1957 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JR0208'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0062 ***********************************************************************
 JR0062  DESIGNATION -  G 363
 JR0062  PID         -  JR0062
 JR0062  STATE/COUNTY-  NV/MINERAL
 JR0062  USGS QUAD   -  WALKER LAKE (1987)
 JR0062
 JR0062                         *CURRENT SURVEY CONTROL
 JR0062  ___________________________________________________________________
 JR0062* NAD 83(1986)-  38 38 03.     (N)    118 38 11.     (W)     SCALED    
 JR0062* NAVD 88     -      1254.10   (+/-2cm)    4114.5    (feet)  VERTCON   
 JR0062  ___________________________________________________________________
 JR0062  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 JR0062
 JR0062  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0062
 JR0062.The horizontal coordinates were scaled from a topographic map and have
 JR0062.an estimated accuracy of +/- 6 seconds.
 JR0062
 JR0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0062.The vertical order pertains to the NGVD 29 superseded value.
 JR0062
 JR0062.The geoid height was determined by GEOID03.
 JR0062
 JR0062;                    North         East    Units  Estimated Accuracy
 JR0062;SPC NV W     - 4,430,990.      795,380.      MT  (+/- 180 meters Scaled)
 JR0062
 JR0062                          SUPERSEDED SURVEY CONTROL
 JR0062
 JR0062  NGVD 29 (??/??/92) 1253.006  (m)         4110.90   (f) ADJ UNCH    1 2
 JR0062
 JR0062.Superseded values are not recommended for survey control.
 JR0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0062.See file dsdata.txt to determine how the superseded data were derived.
 JR0062
 JR0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC575774(NAD 83)
 JR0062_MARKER: DB = BENCH MARK DISK
 JR0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0062_STAMPING: G 363 1953
 JR0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0062+STABILITY: SURFACE MOTION
 JR0062
 JR0062  HISTORY     - Date     Condition        Report By
 JR0062  HISTORY     - 1953     MONUMENTED       CGS
 JR0062
 JR0062                          STATION DESCRIPTION
 JR0062
 JR0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0062'3.4 MI NW FROM THORNE.
 JR0062'3.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0062'FROM THE STATION AT THORNE, 80 1/2 FEET NORTHEAST OF AND ACROSS
 JR0062'THE TRACK FROM MILEPOLE 381, 52.2 FEET NORTHEAST OF THE NORTHEAST
 JR0062'RAIL, 2.3 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 JR0062'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ENCASED
 JR0062'IN AN 8-INCH METAL PIPE AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0755 ***********************************************************************
 GR0755  DESIGNATION -  G 364
 GR0755  PID         -  GR0755
 GR0755  STATE/COUNTY-  NV/LINCOLN
 GR0755  USGS QUAD   -  FARRIER (1969)
 GR0755
 GR0755                         *CURRENT SURVEY CONTROL
 GR0755  ___________________________________________________________________
 GR0755* NAD 83(1986)-  36 52 08.     (N)    114 39 55.     (W)     SCALED    
 GR0755* NAVD 88     -       571.761  (meters)    1875.85   (feet)  ADJUSTED  
 GR0755  ___________________________________________________________________
 GR0755  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 GR0755  DYNAMIC HT  -         571.218 (meters)    1874.07  (feet)  COMP
 GR0755  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 GR0755
 GR0755  VERT ORDER  -  FIRST     CLASS II
 GR0755
 GR0755.The horizontal coordinates were scaled from a topographic map and have
 GR0755.an estimated accuracy of +/- 6 seconds.
 GR0755
 GR0755.The orthometric height was determined by differential leveling
 GR0755.and adjusted by the National Geodetic Survey in June 1991..
 GR0755
 GR0755.The geoid height was determined by GEOID03.
 GR0755
 GR0755.The dynamic height is computed by dividing the NAVD 88
 GR0755.geopotential number by the normal gravity value computed on the
 GR0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0755.degrees latitude (g = 980.6199 gals.).
 GR0755
 GR0755.The modeled gravity was interpolated from observed gravity values.
 GR0755
 GR0755;                    North         East    Units  Estimated Accuracy
 GR0755;SPC NV E     - 8,235,470.      281,850.      MT  (+/- 180 meters Scaled)
 GR0755
 GR0755                          SUPERSEDED SURVEY CONTROL
 GR0755
 GR0755  NGVD 29 (??/??/92)  571.082  (m)         1873.62   (f) ADJ UNCH    1 2
 GR0755
 GR0755.Superseded values are not recommended for survey control.
 GR0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0755.See file dsdata.txt to determine how the superseded data were derived.
 GR0755
 GR0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA081828(NAD 83)
 GR0755_MARKER: DB = BENCH MARK DISK
 GR0755_SETTING: 80 = SET IN A BOULDER
 GR0755_SP_SET: BOULDER
 GR0755_STAMPING: G 364 1963
 GR0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0755+STABILITY: SURFACE MOTION
 GR0755
 GR0755  HISTORY     - Date     Condition        Report By
 GR0755  HISTORY     - 1963     MONUMENTED       CGS
 GR0755
 GR0755                          STATION DESCRIPTION
 GR0755
 GR0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0755'14.3 MI N FROM MOAPA.
 GR0755'14.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0755'MOAPA, AT MILEPOLE 397, 3 1/2 RAILS SOUTH OF STEEL TRUSS BRIDGE
 GR0755'397.04, IN THE TOP OF AN EMBEDDED BOULDER WHICH PROJECTS 1 FOOT ABOVE
 GR0755'THE GROUND, 47.5 FEET EAST OF THE EAST RAIL, 65 1/2 FEET
 GR0755'NORTH-NORTHEAST OF MILEPOLE 397, 50.0 FEET WEST OF A RIGHT OF WAY
 GR0755'FENCE, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0532 ***********************************************************************
 GR0532  DESIGNATION -  G 366
 GR0532  PID         -  GR0532
 GR0532  STATE/COUNTY-  NV/CLARK
 GR0532  USGS QUAD   -  BOULDER BEACH (1970)
 GR0532
 GR0532                         *CURRENT SURVEY CONTROL
 GR0532  ___________________________________________________________________
 GR0532* NAD 83(1986)-  36 04 04.     (N)    114 48 12.     (W)     SCALED    
 GR0532* NAVD 88     -       378.326  (meters)    1241.22   (feet)  POSTED    
 GR0532  ___________________________________________________________________
 GR0532  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GR0532  DYNAMIC HT  -         377.960 (meters)    1240.02  (feet)  COMP
 GR0532  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 GR0532
 GR0532  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0532
 GR0532.The horizontal coordinates were scaled from a topographic map and have
 GR0532.an estimated accuracy of +/- 6 seconds.
 GR0532
 GR0532.The orthometric height was determined by differential leveling
 GR0532.and adjusted by the National Geodetic Survey in 1992..
 GR0532.No vertical observational check was made to the station.
 GR0532.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0532.was located on a no-check spur therefore a value was not computed.
 GR0532
 GR0532.The geoid height was determined by GEOID03.
 GR0532
 GR0532.The dynamic height is computed by dividing the NAVD 88
 GR0532.geopotential number by the normal gravity value computed on the
 GR0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0532.degrees latitude (g = 980.6199 gals.).
 GR0532
 GR0532.The modeled gravity was interpolated from observed gravity values.
 GR0532
 GR0532;                    North         East    Units  Estimated Accuracy
 GR0532;SPC NV E     - 8,146,470.      270,260.      MT  (+/- 180 meters Scaled)
 GR0532
 GR0532                          SUPERSEDED SURVEY CONTROL
 GR0532
 GR0532  NGVD 29 (??/??/92)  377.627  (m)         1238.93   (f) ADJ UNCH    1 2
 GR0532
 GR0532.Superseded values are not recommended for survey control.
 GR0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0532.See file dsdata.txt to determine how the superseded data were derived.
 GR0532
 GR0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV978936(NAD 83)
 GR0532_MARKER: DB = BENCH MARK DISK
 GR0532_SETTING: 66 = SET IN ROCK OUTCROP
 GR0532_SP_SET: OUTCROP
 GR0532_STAMPING: G 366 1963
 GR0532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0532+STABILITY: POSITION/ELEVATION WELL
 GR0532
 GR0532  HISTORY     - Date     Condition        Report By
 GR0532  HISTORY     - 1963     MONUMENTED       CGS
 GR0532
 GR0532                          STATION DESCRIPTION
 GR0532
 GR0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0532'10.8 MI NE FROM BOULDER CITY.
 GR0532'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 93 FROM THE U.S. BUREAU OF
 GR0532'RECLAMATION ADMINISTRATION BUILDING AT BOULDER CITY, THENCE 5.3 MILES
 GR0532'NORTH ALONG STATE HIGHWAY 41, THENCE 1.4 MILES SOUTHEAST ALONG A
 GR0532'GRAVELED ROAD, AT A METAL GATE ACROSS THE ROAD, SET VERTICALLY IN THE
 GR0532'WEST FACE OF AN OUTCROP, 31 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GR0532'47 FEET SOUTHEAST OF THE EAST END OF THE GATE, 40.1 FEET SOUTH OF THE
 GR0532'EAST END OF A FENCE, 87 FEET NORTHEAST AND ACROSS THE ROAD FROM POWER
 GR0532'POLE 112, AND ABOUT 1 1/2 FEET ABOVE THE GROUND AND 3 FEET HIGHER THAN
 GR0532'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1213 ***********************************************************************
 GR1213  DESIGNATION -  G 367
 GR1213  PID         -  GR1213
 GR1213  STATE/COUNTY-  NV/CLARK
 GR1213  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1213
 GR1213                         *CURRENT SURVEY CONTROL
 GR1213  ___________________________________________________________________
 GR1213* NAD 83(1986)-  36 09 33.     (N)    115 11 32.     (W)     SCALED    
 GR1213* NAVD 88     -       656.59   (+/-2cm)    2154.2    (feet)  VERTCON   
 GR1213  ___________________________________________________________________
 GR1213  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 GR1213
 GR1213  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1213
 GR1213.The horizontal coordinates were scaled from a topographic map and have
 GR1213.an estimated accuracy of +/- 6 seconds.
 GR1213
 GR1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1213.The vertical order pertains to the NGVD 29 superseded value.
 GR1213
 GR1213.The geoid height was determined by GEOID03.
 GR1213
 GR1213;                    North         East    Units  Estimated Accuracy
 GR1213;SPC NV E     - 8,156,400.      235,190.      MT  (+/- 180 meters Scaled)
 GR1213
 GR1213                          SUPERSEDED SURVEY CONTROL
 GR1213
 GR1213  NGVD 29 (??/??/92)  655.967  (m)         2152.12   (f) ADJ UNCH    1 2
 GR1213
 GR1213.Superseded values are not recommended for survey control.
 GR1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1213.See file dsdata.txt to determine how the superseded data were derived.
 GR1213
 GR1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA626031(NAD 83)
 GR1213_MARKER: DB = BENCH MARK DISK
 GR1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1213_STAMPING: G 367 1963
 GR1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1213+STABILITY: SURFACE MOTION
 GR1213
 GR1213  HISTORY     - Date     Condition        Report By
 GR1213  HISTORY     - 1963     MONUMENTED       CGS
 GR1213  HISTORY     - 1975     GOOD             NGS
 GR1213  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GR1213  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1213
 GR1213                          STATION DESCRIPTION
 GR1213
 GR1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1213'3.1 MI W FROM LAS VEGAS.
 GR1213'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1213'LAS VEGAS, THENCE 2.1 MILES WEST ALONG CHARLESTON BOULEVARD, 30 FEET
 GR1213'NORTH OF THE CENTERLINE OF THE NORTH LANES OF BOULEVARD, 6 FEET EAST
 GR1213'OF THE SOUTHWEST CORNER OF A CYCLONE FENCE AROUND THE CITY WATER
 GR1213'PUMPS, 6.0 FEET NORTH OF THE NORTH CURB OF BOULEVARD, 1.3 FEET SOUTH
 GR1213'OF A FENCE, ABOUT 1/2 FOOT HIGHER THAN THE BOULEVARD, AND SET IN THE
 GR1213'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GR1213
 GR1213                          STATION RECOVERY (1975)
 GR1213
 GR1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GR1213'RECOVERED IN GOOD CONDITION.
 GR1213
 GR1213                          STATION RECOVERY (1990)
 GR1213
 GR1213'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR1213'MARK NOT FOUND.
 GR1213
 GR1213                          STATION RECOVERY (1996)
 GR1213
 GR1213'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0976 ***********************************************************************
 GR0976  DESIGNATION -  G 368
 GR0976  PID         -  GR0976
 GR0976  STATE/COUNTY-  NV/CLARK
 GR0976  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0976
 GR0976                         *CURRENT SURVEY CONTROL
 GR0976  ___________________________________________________________________
 GR0976* NAD 83(1986)-  36 11 44.     (N)    115 06 57.     (W)     SCALED    
 GR0976* NAVD 88     -       563.13   (+/-2cm)    1847.5    (feet)  VERTCON   
 GR0976  ___________________________________________________________________
 GR0976  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GR0976
 GR0976  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0976
 GR0976.The horizontal coordinates were scaled from a topographic map and have
 GR0976.an estimated accuracy of +/- 6 seconds.
 GR0976
 GR0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0976.The vertical order pertains to the NGVD 29 superseded value.
 GR0976
 GR0976.The geoid height was determined by GEOID03.
 GR0976
 GR0976;                    North         East    Units  Estimated Accuracy
 GR0976;SPC NV E     - 8,160,470.      242,040.      MT  (+/- 180 meters Scaled)
 GR0976
 GR0976                          SUPERSEDED SURVEY CONTROL
 GR0976
 GR0976  NGVD 29 (??/??/92)  562.479  (m)         1845.40   (f) ADJ UNCH    1 2
 GR0976
 GR0976.Superseded values are not recommended for survey control.
 GR0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0976.See file dsdata.txt to determine how the superseded data were derived.
 GR0976
 GR0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA694072(NAD 83)
 GR0976_MARKER: DB = BENCH MARK DISK
 GR0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0976_STAMPING: G 368 1963
 GR0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0976+STABILITY: SURFACE MOTION
 GR0976
 GR0976  HISTORY     - Date     Condition        Report By
 GR0976  HISTORY     - 1963     MONUMENTED       CGS
 GR0976  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR0976
 GR0976                          STATION DESCRIPTION
 GR0976
 GR0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0976'0.75 MI E FROM NORTH LAS VEGAS.
 GR0976'0.75 MILE EAST ALONG LAKE MEAD BOULEVARD FROM THE JUNCTION OF LAS
 GR0976'VEGAS BOULEVARD AT NORTH LAS VEGAS, 0.5 MILE NORTH ALONG 25TH STREET
 GR0976'FROM BENCH MARK NORTH LAS VEGAS RESET, AT THE INTERSECTION OF 25TH
 GR0976'STREET, 158.0 FEET EAST OF THE EAST CURB OF THE STREET, 7.7 FEET SOUTH
 GR0976'OF THE SOUTH CURB OF THE BOULEVARD, 3.9 FEET SOUTHEAST OF THE
 GR0976'NORTHEAST CORNER OF THE ASPHALT DRIVE OF A SERVICE STATION, 1 FOOT
 GR0976'SOUTH OF POWER POLE 33314, 2.2 FEET SOUTH OF THE SOUTH EDGE OF A
 GR0976'SIDEWALK, ABOUT 1/2 FOOT HIGHER THAN THE BOULEVARD, AND SET IN THE TOP
 GR0976'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GR0976
 GR0976                          STATION RECOVERY (1996)
 GR0976
 GR0976'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0952 ***********************************************************************
 GR0952  DESIGNATION -  G 369
 GR0952  PID         -  GR0952
 GR0952  STATE/COUNTY-  NV/CLARK
 GR0952  USGS QUAD   -  LAS VEGAS NW (1983)
 GR0952
 GR0952                         *CURRENT SURVEY CONTROL
 GR0952  ___________________________________________________________________
 GR0952* NAD 83(1986)-  36 14 21.     (N)    115 09 03.     (W)     SCALED    
 GR0952* NAVD 88     -       622.34   (+/-2cm)    2041.8    (feet)  VERTCON   
 GR0952  ___________________________________________________________________
 GR0952  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GR0952
 GR0952  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0952
 GR0952.The horizontal coordinates were scaled from a topographic map and have
 GR0952.an estimated accuracy of +/- 6 seconds.
 GR0952
 GR0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0952.The vertical order pertains to the NGVD 29 superseded value.
 GR0952
 GR0952.The geoid height was determined by GEOID03.
 GR0952
 GR0952;                    North         East    Units  Estimated Accuracy
 GR0952;SPC NV E     - 8,165,290.      238,870.      MT  (+/- 180 meters Scaled)
 GR0952
 GR0952                          SUPERSEDED SURVEY CONTROL
 GR0952
 GR0952  NGVD 29 (??/??/92)  621.686  (m)         2039.65   (f) ADJ UNCH    1 2
 GR0952
 GR0952.Superseded values are not recommended for survey control.
 GR0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0952.See file dsdata.txt to determine how the superseded data were derived.
 GR0952
 GR0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA661120(NAD 83)
 GR0952_MARKER: DB = BENCH MARK DISK
 GR0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0952_STAMPING: G 369 1963
 GR0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0952+STABILITY: SURFACE MOTION
 GR0952
 GR0952  HISTORY     - Date     Condition        Report By
 GR0952  HISTORY     - 1963     MONUMENTED       CGS
 GR0952  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR0952
 GR0952                          STATION DESCRIPTION
 GR0952
 GR0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0952'8.2 MI N FROM LAS VEGAS.
 GR0952'5.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0952'AT LAS VEGAS, THENNCE 2.6 MILES WEST ALONG CRAIG ROAD, 0.1 MILE EAST
 GR0952'OF THE JUNCTION OF LEON STREET SOUTH, ABOUT 150 YARDS SOUTH-SOUTHWEST
 GR0952'AND ACROSS THE ROAD FROM A LOG BUILDING, ACROSS THE ROAD FROM A POWER
 GR0952'POLE SUPPORTING A TRANSFORMER, 23 FEET SOUTH OF THE CENTER LINE OF THE
 GR0952'ROAD, 1.7 FEET EAST OF A WITNESS POST, 1 FOOT WEST OF GUY POLE 35919,
 GR0952'ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 GR0952'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR0952
 GR0952                          STATION RECOVERY (1996)
 GR0952
 GR0952'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0047 ***********************************************************************
 LQ0047  DESIGNATION -  G 37
 LQ0047  PID         -  LQ0047
 LQ0047  STATE/COUNTY-  NV/ELKO
 LQ0047  USGS QUAD   -  WEST MORRIS BASIN (1971)
 LQ0047
 LQ0047                         *CURRENT SURVEY CONTROL
 LQ0047  ___________________________________________________________________
 LQ0047* NAD 83(1986)-  40 51 39.     (N)    114 15 24.     (W)     SCALED    
 LQ0047* NAVD 88     -      1605.991  (meters)    5268.99   (feet)  ADJUSTED  
 LQ0047  ___________________________________________________________________
 LQ0047  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 LQ0047  DYNAMIC HT  -        1604.720 (meters)    5264.82  (feet)  COMP
 LQ0047  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 LQ0047
 LQ0047  VERT ORDER  -  SECOND    CLASS 0
 LQ0047
 LQ0047.The horizontal coordinates were scaled from a topographic map and have
 LQ0047.an estimated accuracy of +/- 6 seconds.
 LQ0047
 LQ0047.The orthometric height was determined by differential leveling
 LQ0047.and adjusted by the National Geodetic Survey in June 1991..
 LQ0047.WARNING-Repeat measurements at this control monument indicate possible
 LQ0047.vertical movement.
 LQ0047
 LQ0047.The geoid height was determined by GEOID03.
 LQ0047
 LQ0047.The dynamic height is computed by dividing the NAVD 88
 LQ0047.geopotential number by the normal gravity value computed on the
 LQ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0047.degrees latitude (g = 980.6199 gals.).
 LQ0047
 LQ0047.The modeled gravity was interpolated from observed gravity values.
 LQ0047
 LQ0047;                    North         East    Units  Estimated Accuracy
 LQ0047;SPC NV E     - 8,679,040.      311,840.      MT  (+/- 180 meters Scaled)
 LQ0047
 LQ0047                          SUPERSEDED SURVEY CONTROL
 LQ0047
 LQ0047  NGVD 29 (??/??/92) 1604.974  (m)         5265.65   (f) ADJ UNCH    2 0
 LQ0047
 LQ0047.Superseded values are not recommended for survey control.
 LQ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0047.See file dsdata.txt to determine how the superseded data were derived.
 LQ0047
 LQ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF312269(NAD 83)
 LQ0047_MARKER: DB = BENCH MARK DISK
 LQ0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0047_STAMPING: G 37 1934
 LQ0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0047+STABILITY: SURFACE MOTION
 LQ0047
 LQ0047  HISTORY     - Date     Condition        Report By
 LQ0047  HISTORY     - 1934     MONUMENTED       CGS
 LQ0047  HISTORY     - 1958     GOOD             NGS
 LQ0047
 LQ0047                          STATION DESCRIPTION
 LQ0047
 LQ0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LQ0047'14.5 MI E FROM SHAFTER.
 LQ0047'14.5 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 LQ0047'AT SHAFTER, ELKO COUNTY, 158 FEET NORTHEAST OF THE SIXTH POLE NORTH OF
 LQ0047'MILEPOST 786, AT THE NORTH END OF A LONG CUT, 36 FEET EAST OF THE
 LQ0047'CENTERLINE OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1041 ***********************************************************************
 GR1041  DESIGNATION -  G 370
 GR1041  PID         -  GR1041
 GR1041  STATE/COUNTY-  NV/CLARK
 GR1041  USGS QUAD   -  LAS VEGAS SE (1984)
 GR1041
 GR1041                         *CURRENT SURVEY CONTROL
 GR1041  ___________________________________________________________________
 GR1041* NAD 83(1986)-  36 05 59.     (N)    115 06 35.     (W)     SCALED    
 GR1041* NAVD 88     -       599.48   (+/-2cm)    1966.8    (feet)  VERTCON   
 GR1041  ___________________________________________________________________
 GR1041  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GR1041
 GR1041  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1041
 GR1041.The horizontal coordinates were scaled from a topographic map and have
 GR1041.an estimated accuracy of +/- 6 seconds.
 GR1041
 GR1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1041.The vertical order pertains to the NGVD 29 superseded value.
 GR1041
 GR1041.The geoid height was determined by GEOID03.
 GR1041
 GR1041;                    North         East    Units  Estimated Accuracy
 GR1041;SPC NV E     - 8,149,840.      242,650.      MT  (+/- 180 meters Scaled)
 GR1041
 GR1041                          SUPERSEDED SURVEY CONTROL
 GR1041
 GR1041  NGVD 29 (??/??/92)  598.814  (m)         1964.61   (f) ADJ UNCH    1 2
 GR1041
 GR1041.Superseded values are not recommended for survey control.
 GR1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1041.See file dsdata.txt to determine how the superseded data were derived.
 GR1041
 GR1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV701966(NAD 83)
 GR1041_MARKER: DB = BENCH MARK DISK
 GR1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1041_STAMPING: G 370 1963
 GR1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1041+STABILITY: SURFACE MOTION
 GR1041
 GR1041  HISTORY     - Date     Condition        Report By
 GR1041  HISTORY     - 1963     MONUMENTED       CGS
 GR1041  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GR1041  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1041
 GR1041                          STATION DESCRIPTION
 GR1041
 GR1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1041'4.1 MI W FROM EAST LAS VEGAS.
 GR1041'0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT EAST
 GR1041'LAS VEGAS, THENCE 3.55 MILES WEST ALONG TROPICANA AVENUE, AT THE
 GR1041'JUNCTION OF MCLEOD DRIVE, 37 FEET SOUTH OF THE CENTER LINE OF THE
 GR1041'AVENUE, 41 FEET EAST OF THE CENTER LINE OF THE DRIVE, 1 1/I FEET EAST
 GR1041'OF TELEPHONE POLE 2604, 1.6 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 GR1041'WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 GR1041'FOOT ABOVE THE GROUND.
 GR1041
 GR1041                          STATION RECOVERY (1990)
 GR1041
 GR1041'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR1041'MARK NOT FOUND.
 GR1041
 GR1041                          STATION RECOVERY (1996)
 GR1041
 GR1041'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0284 ***********************************************************************
 GR0284  DESIGNATION -  G 371
 GR0284  PID         -  GR0284
 GR0284  STATE/COUNTY-  NV/CLARK
 GR0284  USGS QUAD   -  OVERTON BEACH (1983)
 GR0284
 GR0284                         *CURRENT SURVEY CONTROL
 GR0284  ___________________________________________________________________
 GR0284* NAD 83(1986)-  36 28 47.     (N)    114 20 27.     (W)     SCALED    
 GR0284* NAVD 88     -       367.340  (meters)    1205.18   (feet)  POSTED    
 GR0284  ___________________________________________________________________
 GR0284  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 GR0284  DYNAMIC HT  -         366.990 (meters)    1204.03  (feet)  COMP
 GR0284  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 GR0284
 GR0284  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0284
 GR0284.The horizontal coordinates were scaled from a topographic map and have
 GR0284.an estimated accuracy of +/- 6 seconds.
 GR0284
 GR0284.The orthometric height was determined by differential leveling
 GR0284.and adjusted by the National Geodetic Survey in 1992..
 GR0284.No vertical observational check was made to the station.
 GR0284.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0284.was located on a no-check spur therefore a value was not computed.
 GR0284
 GR0284.The geoid height was determined by GEOID03.
 GR0284
 GR0284.The dynamic height is computed by dividing the NAVD 88
 GR0284.geopotential number by the normal gravity value computed on the
 GR0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0284.degrees latitude (g = 980.6199 gals.).
 GR0284
 GR0284.The modeled gravity was interpolated from observed gravity values.
 GR0284
 GR0284;                    North         East    Units  Estimated Accuracy
 GR0284;SPC NV E     - 8,192,620.      311,340.      MT  (+/- 180 meters Scaled)
 GR0284
 GR0284                          SUPERSEDED SURVEY CONTROL
 GR0284
 GR0284  NGVD 29 (??/??/92)  366.682  (m)         1203.02   (f) ADJ UNCH    1 2
 GR0284
 GR0284.Superseded values are not recommended for survey control.
 GR0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0284.See file dsdata.txt to determine how the superseded data were derived.
 GR0284
 GR0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA382404(NAD 83)
 GR0284_MARKER: DB = BENCH MARK DISK
 GR0284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0284_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0284_STAMPING: G 371 1963
 GR0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0284
 GR0284  HISTORY     - Date     Condition        Report By
 GR0284  HISTORY     - 1963     MONUMENTED       CGS
 GR0284  HISTORY     - 1964     GOOD             NGS
 GR0284
 GR0284                          STATION DESCRIPTION
 GR0284
 GR0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0284'41.2 MI SW FROM RIVERSIDE.
 GR0284'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0284'RANCH FROM THE EAST END OF VIRGIN RIVER BRIDGE AT RIVERSIDE, THENCE
 GR0284'14.1 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY ROAD,
 GR0284'APPROXIMATELY 0.3 MILE NORTHEAST AND ACROSS THE RIVER FROM BENCH MARK
 GR0284'S 163, AT THE MOUTH OF VIRGIN RIVER, ABOUT 0.2 MILES SOUTH OF A POINT
 GR0284'WHERE THE ROAD ENTERS THE RIVER ON THE EAST SIDE, ABOUT 0.1 MILE WEST
 GR0284'OF A PROMINENT ROUND KNOLL NEAR THE SOUTH END OF A SAND FLAT, 132 FEET
 GR0284'NORTH OF BENCH MARK R 302, 108 FEET EAST OF THE EAST EDGE OF VIRGIN
 GR0284'RIVER, 36 FEET WEST OF THE WEST EDGE OF A RAVINE, AND WELDED ON THE
 GR0284'TOP OF A 3-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
 GR0284
 GR0284                          STATION RECOVERY (1964)
 GR0284
 GR0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GR0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0073 ***********************************************************************
 KR0073  DESIGNATION -  G 372
 KR0073  PID         -  KR0073
 KR0073  STATE/COUNTY-  NV/CHURCHILL
 KR0073  USGS QUAD   -  DRUMM SUMMIT (1972)
 KR0073
 KR0073                         *CURRENT SURVEY CONTROL
 KR0073  ___________________________________________________________________
 KR0073* NAD 83(1986)-  39 19 15.     (N)    118 08 46.     (W)     SCALED    
 KR0073* NAVD 88     -      1312.253  (meters)    4305.28   (feet)  ADJUSTED  
 KR0073  ___________________________________________________________________
 KR0073  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 KR0073  DYNAMIC HT  -        1311.065 (meters)    4301.39  (feet)  COMP
 KR0073  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 KR0073
 KR0073  VERT ORDER  -  FIRST     CLASS II
 KR0073
 KR0073.The horizontal coordinates were scaled from a topographic map and have
 KR0073.an estimated accuracy of +/- 6 seconds.
 KR0073
 KR0073.The orthometric height was determined by differential leveling
 KR0073.and adjusted by the National Geodetic Survey in June 1991..
 KR0073
 KR0073.The geoid height was determined by GEOID03.
 KR0073
 KR0073.The dynamic height is computed by dividing the NAVD 88
 KR0073.geopotential number by the normal gravity value computed on the
 KR0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0073.degrees latitude (g = 980.6199 gals.).
 KR0073
 KR0073.The modeled gravity was interpolated from observed gravity values.
 KR0073
 KR0073;                    North         East    Units  Estimated Accuracy
 KR0073;SPC NV W     - 4,507,310.      837,700.      MT  (+/- 180 meters Scaled)
 KR0073
 KR0073                          SUPERSEDED SURVEY CONTROL
 KR0073
 KR0073  NGVD 29 (??/??/92) 1311.18   (m)         4301.8    (f) COMPUTED    1 2
 KR0073
 KR0073.Superseded values are not recommended for survey control.
 KR0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0073.See file dsdata.txt to determine how the superseded data were derived.
 KR0073
 KR0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD012530(NAD 83)
 KR0073_MARKER: DB = BENCH MARK DISK
 KR0073_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0073_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0073_STAMPING: G 372 1967
 KR0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0073
 KR0073  HISTORY     - Date     Condition        Report By
 KR0073  HISTORY     - 1967     MONUMENTED       CGS
 KR0073  HISTORY     - 1972     GOOD             USGS
 KR0073
 KR0073                          STATION DESCRIPTION
 KR0073
 KR0073'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KR0073'8.4 MI NE FROM FRENCHMEN STATION.
 KR0073'5.8 MI. EAST ALONG US HWY 50 FROM THE SERVICE STATION AT FRENCHMEN
 KR0073'STATION, THENCE 1.3 MI. NORTH (TOWARDS DIXIE VALLEY) ALONG THE NEW
 KR0073'COUNTY GRADED RD. TO WHERE IT CROSSES THE OLD COUNTY RD., THENCE 1.3
 KR0073'MI. NORTHEAST ALONG THE OLD COUNTY RD. TO THE BENCH MARK.  AT THE
 KR0073'CREST OF A HILL, 270 FT. SOUTH OF A RD. INTERSECTION, 42 FT. SOUTHEAST
 KR0073'AND 1.0 FT. ABOVE THE CENTERLINE OF THE ROAD, 1.0 FT. NORTHEAST OF A
 KR0073'METAL WITNESS POST.  ON TOP OF A COPPER COATED ROD AND ENCASED IN A 5
 KR0073'IN. IRON PIPE WHICH PROJECTS 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0770 ***********************************************************************
 HQ0770  DESIGNATION -  G 373
 HQ0770  PID         -  HQ0770
 HQ0770  STATE/COUNTY-  NV/NYE
 HQ0770  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0770
 HQ0770                         *CURRENT SURVEY CONTROL
 HQ0770  ___________________________________________________________________
 HQ0770* NAD 83(1986)-  37 48 00.     (N)    116 39 19.     (W)     SCALED    
 HQ0770* NAVD 88     -      1662.703  (meters)    5455.05   (feet)  ADJUSTED  
 HQ0770  ___________________________________________________________________
 HQ0770  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 HQ0770  DYNAMIC HT  -        1660.829 (meters)    5448.90  (feet)  COMP
 HQ0770  MODELED GRAV-     979,444.1   (mgal)                       NAVD 88
 HQ0770
 HQ0770  VERT ORDER  -  FIRST     CLASS II
 HQ0770
 HQ0770.The horizontal coordinates were scaled from a topographic map and have
 HQ0770.an estimated accuracy of +/- 6 seconds.
 HQ0770
 HQ0770.The orthometric height was determined by differential leveling
 HQ0770.and adjusted by the National Geodetic Survey in June 1991..
 HQ0770
 HQ0770.The geoid height was determined by GEOID03.
 HQ0770
 HQ0770.The dynamic height is computed by dividing the NAVD 88
 HQ0770.geopotential number by the normal gravity value computed on the
 HQ0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0770.degrees latitude (g = 980.6199 gals.).
 HQ0770
 HQ0770.The modeled gravity was interpolated from observed gravity values.
 HQ0770
 HQ0770;                    North         East    Units  Estimated Accuracy
 HQ0770;SPC NV C     - 6,338,410.      501,000.      MT  (+/- 180 meters Scaled)
 HQ0770
 HQ0770                          SUPERSEDED SURVEY CONTROL
 HQ0770
 HQ0770.No superseded survey control is available for this station.
 HQ0770
 HQ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB303836(NAD 83)
 HQ0770_MARKER: DB = BENCH MARK DISK
 HQ0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0770_STAMPING: G 373 1968
 HQ0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0770+STABILITY: SURFACE MOTION
 HQ0770
 HQ0770  HISTORY     - Date     Condition        Report By
 HQ0770  HISTORY     - 1968     MONUMENTED       CGS
 HQ0770
 HQ0770                          STATION DESCRIPTION
 HQ0770
 HQ0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0770'12.4 MI SE FROM TONOPAH TEST RANGE.
 HQ0770'1.1 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM POINT ABLE AT
 HQ0770'TONOPAH TEST RANGE, THENCE 3.7 MILES EAST ALONG A GRAVELED ROAD,
 HQ0770'THENCE 6.5 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.05
 HQ0770'MILES NORTHEAST ALONG A DIRT ROAD, 51 FEET SOUTHEAST OF THE
 HQ0770'CENTER LINE OF THE ROAD, 2.2 FEET NORTHEAST OF A WITNESS POST,
 HQ0770'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 HQ0770'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1317 ***********************************************************************
 KR1317  DESIGNATION -  G 374
 KR1317  PID         -  KR1317
 KR1317  STATE/COUNTY-  NV/WASHOE
 KR1317  USGS QUAD   -  RENO (1982)
 KR1317
 KR1317                         *CURRENT SURVEY CONTROL
 KR1317  ___________________________________________________________________
 KR1317* NAD 83(1986)-  39 31 59.     (N)    119 45 56.     (W)     SCALED    
 KR1317* NAVD 88     -      1349.249  (meters)    4426.66   (feet)  ADJUSTED  
 KR1317  ___________________________________________________________________
 KR1317  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 KR1317  DYNAMIC HT  -        1348.030 (meters)    4422.66  (feet)  COMP
 KR1317  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 KR1317
 KR1317  VERT ORDER  -  FIRST     CLASS I
 KR1317
 KR1317.The horizontal coordinates were scaled from a topographic map and have
 KR1317.an estimated accuracy of +/- 6 seconds.
 KR1317
 KR1317.The orthometric height was determined by differential leveling
 KR1317.and adjusted by the National Geodetic Survey in June 1991..
 KR1317
 KR1317.The geoid height was determined by GEOID03.
 KR1317
 KR1317.The dynamic height is computed by dividing the NAVD 88
 KR1317.geopotential number by the normal gravity value computed on the
 KR1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1317.degrees latitude (g = 980.6199 gals.).
 KR1317
 KR1317.The modeled gravity was interpolated from observed gravity values.
 KR1317
 KR1317;                    North         East    Units  Estimated Accuracy
 KR1317;SPC NV W     - 4,531,440.      698,370.      MT  (+/- 180 meters Scaled)
 KR1317
 KR1317                          SUPERSEDED SURVEY CONTROL
 KR1317
 KR1317  NGVD 29 (??/??/92) 1348.20   (m)         4423.2    (f) COMPUTED    1 1
 KR1317
 KR1317.Superseded values are not recommended for survey control.
 KR1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1317.See file dsdata.txt to determine how the superseded data were derived.
 KR1317
 KR1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD623795(NAD 83)
 KR1317_MARKER: DB = BENCH MARK DISK
 KR1317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1317_SP_SET: CURB
 KR1317_STAMPING: G 374 1969
 KR1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1317
 KR1317  HISTORY     - Date     Condition        Report By
 KR1317  HISTORY     - 1969     MONUMENTED       CGS
 KR1317  HISTORY     - 20030803 MARK NOT FOUND   USPSQD
 KR1317
 KR1317                          STATION DESCRIPTION
 KR1317
 KR1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KR1317'IN SPARKS.
 KR1317'AT SPARKS, AT THE SOUTH ROCK BOULEVARD UNDERCROSSING UNDER THE
 KR1317'SOUTHERN PACIFIC COMPANY RAILROAD, IN THE TOP AND 1.0 FOOT WEST OF THE
 KR1317'EAST END OF THE SOUTH CONCRETE CURB OF PACIFIC STREET OVERPASS OVER
 KR1317'THE BOULEVARD, 94.4 FEET SOUTH OF THE SOUTH RAIL OF THE WESTBOUND
 KR1317'TRACK, 61 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BOULEVARD
 KR1317'UNDERCROSSING, 18 FEET SOUTH OF THE CENTER LINE OF THE STREET, AND
 KR1317'ABOUT 1 1/2 FEET LOWER THAN THE TRACK.  SECTION 8, T 19N, R20E.
 KR1317
 KR1317                          STATION RECOVERY (2003)
 KR1317
 KR1317'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0284 ***********************************************************************
 LQ0284  DESIGNATION -  G 38
 LQ0284  PID         -  LQ0284
 LQ0284  STATE/COUNTY-  NV/ELKO
 LQ0284  USGS QUAD   -  TOBAR (1982)
 LQ0284
 LQ0284                         *CURRENT SURVEY CONTROL
 LQ0284  ___________________________________________________________________
 LQ0284* NAD 83(1986)-  40 54 53.     (N)    114 54 33.     (W)     SCALED    
 LQ0284* NAVD 88     -      1737.088  (meters)    5699.10   (feet)  ADJUSTED  
 LQ0284  ___________________________________________________________________
 LQ0284  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 LQ0284  DYNAMIC HT  -        1735.602 (meters)    5694.22  (feet)  COMP
 LQ0284  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 LQ0284
 LQ0284  VERT ORDER  -  SECOND    CLASS 0
 LQ0284
 LQ0284.The horizontal coordinates were scaled from a topographic map and have
 LQ0284.an estimated accuracy of +/- 6 seconds.
 LQ0284
 LQ0284.The orthometric height was determined by differential leveling
 LQ0284.and adjusted by the National Geodetic Survey in June 1991..
 LQ0284
 LQ0284.The geoid height was determined by GEOID03.
 LQ0284
 LQ0284.The dynamic height is computed by dividing the NAVD 88
 LQ0284.geopotential number by the normal gravity value computed on the
 LQ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0284.degrees latitude (g = 980.6199 gals.).
 LQ0284
 LQ0284.The modeled gravity was interpolated from observed gravity values.
 LQ0284
 LQ0284;                    North         East    Units  Estimated Accuracy
 LQ0284;SPC NV E     - 8,684,400.      256,790.      MT  (+/- 180 meters Scaled)
 LQ0284
 LQ0284                          SUPERSEDED SURVEY CONTROL
 LQ0284
 LQ0284  NGVD 29 (??/??/92) 1735.922  (m)         5695.27   (f) ADJ UNCH    2 0
 LQ0284
 LQ0284.Superseded values are not recommended for survey control.
 LQ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0284.See file dsdata.txt to determine how the superseded data were derived.
 LQ0284
 LQ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF760313(NAD 83)
 LQ0284_MARKER: DB = BENCH MARK DISK
 LQ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0284_STAMPING: G 38 1934
 LQ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0284+STABILITY: SURFACE MOTION
 LQ0284
 LQ0284  HISTORY     - Date     Condition        Report By
 LQ0284  HISTORY     - 1934     MONUMENTED       CGS
 LQ0284  HISTORY     - 20011019 POOR             NVGS
 LQ0284
 LQ0284                          STATION DESCRIPTION
 LQ0284
 LQ0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0284'15.4 MI E FROM WELLS.
 LQ0284'15.4 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 LQ0284'AT WELLS, ELKO COUNTY, 66 FEET EAST OF MILEPOST 732, 264 FEET
 LQ0284'SOUTHWEST OF TELEPHONE POLE 515, AND 69 FEET SOUTH OF THE CENTERLINE
 LQ0284'OF THE TRACK.  A STANDARD DISK, STAMPED G 38 1934 AND SET IN THE TOP
 LQ0284'OF A CONCRETE POST.
 LQ0284
 LQ0284                          STATION RECOVERY (2001)
 LQ0284
 LQ0284'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 LQ0284'BENCH MARK BRASS DISK FOUND IN A CRUMBLING 40CM DIAM CONC CYLINDER AND
 LQ0284'RUSTY TIN BUCKET.  ADDED A CARSNITE WP 1.5M NORTH AND NEW CONCRETE ON
 LQ0284'TOP SURFACE AROUND CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0412 ***********************************************************************
 JQ0412  DESIGNATION -  G 381
 JQ0412  PID         -  JQ0412
 JQ0412  STATE/COUNTY-  NV/NYE
 JQ0412  USGS QUAD   -  GRANNY GOOSE WELL (1980)
 JQ0412
 JQ0412                         *CURRENT SURVEY CONTROL
 JQ0412  ___________________________________________________________________
 JQ0412* NAD 83(1986)-  38 44 20.     (N)    117 55 48.     (W)     SCALED    
 JQ0412* NAVD 88     -      1686.36   (+/-2cm)    5532.7    (feet)  VERTCON   
 JQ0412  ___________________________________________________________________
 JQ0412  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 JQ0412
 JQ0412  VERT ORDER  -  FIRST     CLASS II (See Below)
 JQ0412
 JQ0412.The horizontal coordinates were scaled from a topographic map and have
 JQ0412.an estimated accuracy of +/- 6 seconds.
 JQ0412
 JQ0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0412.The vertical order pertains to the NGVD 29 superseded value.
 JQ0412
 JQ0412.The geoid height was determined by GEOID03.
 JQ0412
 JQ0412;                    North         East    Units  Estimated Accuracy
 JQ0412;SPC NV C     - 6,443,370.      390,170.      MT  (+/- 180 meters Scaled)
 JQ0412
 JQ0412                          SUPERSEDED SURVEY CONTROL
 JQ0412
 JQ0412  NGVD 29 (??/??/92) 1685.168  (m)         5528.76   (f) ADJ UNCH    1 2
 JQ0412
 JQ0412.Superseded values are not recommended for survey control.
 JQ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0412.See file dsdata.txt to determine how the superseded data were derived.
 JQ0412
 JQ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC191882(NAD 83)
 JQ0412_MARKER: DB = BENCH MARK DISK
 JQ0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0412_STAMPING: G 381 1955
 JQ0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0412+STABILITY: SURFACE MOTION
 JQ0412
 JQ0412  HISTORY     - Date     Condition        Report By
 JQ0412  HISTORY     - 1955     MONUMENTED       CGS
 JQ0412
 JQ0412                          STATION DESCRIPTION
 JQ0412
 JQ0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JQ0412'3.8 MI W FROM GOLDYKE.
 JQ0412'3.8 MILES WEST ALONG A GRADED ROAD FROM THE SPRING AT GOLDYKE, ON THE
 JQ0412'OUTSIDE OF A PROMINENT CURVE, 0.6 MILE SOUTHWEST OF THE Y JUNCTION OF
 JQ0412'A TRACK ROAD LEADING SOUTH, 43 1/2 FEET SOUTHEAST OF THE CENTER LINE
 JQ0412'OF THE ROAD AND AT THE APPROXIMATE CENTER OF THE CURVE, 2.1 FEET NORTH
 JQ0412'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JQ0412'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0383 ***********************************************************************
 JQ0383  DESIGNATION -  G 382
 JQ0383  PID         -  JQ0383
 JQ0383  STATE/COUNTY-  NV/NYE
 JQ0383  USGS QUAD   -  DOWNEYVILLE (1988)
 JQ0383
 JQ0383                         *CURRENT SURVEY CONTROL
 JQ0383  ___________________________________________________________________
 JQ0383* NAD 83(1986)-  38 59 47.     (N)    117 58 32.     (W)     SCALED    
 JQ0383* NAVD 88     -      1547.894  (meters)    5078.38   (feet)  ADJUSTED  
 JQ0383  ___________________________________________________________________
 JQ0383  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 JQ0383  DYNAMIC HT  -        1546.374 (meters)    5073.40  (feet)  COMP
 JQ0383  MODELED GRAV-     979,591.1   (mgal)                       NAVD 88
 JQ0383
 JQ0383  VERT ORDER  -  FIRST     CLASS II
 JQ0383
 JQ0383.The horizontal coordinates were scaled from a topographic map and have
 JQ0383.an estimated accuracy of +/- 6 seconds.
 JQ0383
 JQ0383.The orthometric height was determined by differential leveling
 JQ0383.and adjusted by the National Geodetic Survey in June 1991..
 JQ0383
 JQ0383.The geoid height was determined by GEOID03.
 JQ0383
 JQ0383.The dynamic height is computed by dividing the NAVD 88
 JQ0383.geopotential number by the normal gravity value computed on the
 JQ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0383.degrees latitude (g = 980.6199 gals.).
 JQ0383
 JQ0383.The modeled gravity was interpolated from observed gravity values.
 JQ0383
 JQ0383;                    North         East    Units  Estimated Accuracy
 JQ0383;SPC NV C     - 6,472,010.      386,620.      MT  (+/- 180 meters Scaled)
 JQ0383
 JQ0383                          SUPERSEDED SURVEY CONTROL
 JQ0383
 JQ0383  NGVD 29 (??/??/92) 1546.819  (m)         5074.86   (f) ADJ UNCH    1 2
 JQ0383
 JQ0383.Superseded values are not recommended for survey control.
 JQ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0383.See file dsdata.txt to determine how the superseded data were derived.
 JQ0383
 JQ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD155168(NAD 83)
 JQ0383_MARKER: DB = BENCH MARK DISK
 JQ0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0383_STAMPING: G 382 1955
 JQ0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0383+STABILITY: SURFACE MOTION
 JQ0383
 JQ0383  HISTORY     - Date     Condition        Report By
 JQ0383  HISTORY     - 1955     MONUMENTED       CGS
 JQ0383  HISTORY     - 1984     GOOD             NGS
 JQ0383
 JQ0383                          STATION DESCRIPTION
 JQ0383
 JQ0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JQ0383'9.9 MI N FROM GABBS.
 JQ0383'0.3 MILE NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JQ0383'THENCE 6.3 MILES NORTH ALONG STATE HIGHWAY 23, THENCE 0.3 MILE
 JQ0383'NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTHWEST ALONG A
 JQ0383'GRADED ROAD, THENCE 2.3 MILES NORTHWEST ALONGG A TRACK ROAD, 0.4 MILE
 JQ0383'SOUTHWEST OF THE Y JUNCTION OF A TRACK ROAD LEADING EAST, ON THE
 JQ0383'NORTHEAST END OF A RIDGE, 40 FEET NORTHWEST OF THE CENTER LINE OF THE
 JQ0383'ROAD, 2.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JQ0383'SET IN THE TOP OFF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 JQ0383'GROUND.
 JQ0383
 JQ0383                          STATION RECOVERY (1984)
 JQ0383
 JQ0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0227 ***********************************************************************
 KQ0227  DESIGNATION -  G 384
 KQ0227  PID         -  KQ0227
 KQ0227  STATE/COUNTY-  NV/LANDER
 KQ0227  USGS QUAD   -  WEST OF AUSTIN (1988)
 KQ0227
 KQ0227                         *CURRENT SURVEY CONTROL
 KQ0227  ___________________________________________________________________
 KQ0227* NAD 83(1986)-  39 28 33.     (N)    117 11 37.     (W)     SCALED    
 KQ0227* NAVD 88     -      1743.467  (meters)    5720.02   (feet)  ADJUSTED  
 KQ0227  ___________________________________________________________________
 KQ0227  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 KQ0227  DYNAMIC HT  -        1741.711 (meters)    5714.26  (feet)  COMP
 KQ0227  MODELED GRAV-     979,558.6   (mgal)                       NAVD 88
 KQ0227
 KQ0227  VERT ORDER  -  FIRST     CLASS II
 KQ0227
 KQ0227.The horizontal coordinates were scaled from a topographic map and have
 KQ0227.an estimated accuracy of +/- 6 seconds.
 KQ0227
 KQ0227.The orthometric height was determined by differential leveling
 KQ0227.and adjusted by the National Geodetic Survey in June 1991..
 KQ0227
 KQ0227.The geoid height was determined by GEOID03.
 KQ0227
 KQ0227.The dynamic height is computed by dividing the NAVD 88
 KQ0227.geopotential number by the normal gravity value computed on the
 KQ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0227.degrees latitude (g = 980.6199 gals.).
 KQ0227
 KQ0227.The modeled gravity was interpolated from observed gravity values.
 KQ0227
 KQ0227;                    North         East    Units  Estimated Accuracy
 KQ0227;SPC NV C     - 6,524,550.      454,660.      MT  (+/- 180 meters Scaled)
 KQ0227
 KQ0227                          SUPERSEDED SURVEY CONTROL
 KQ0227
 KQ0227  NGVD 29 (??/??/92) 1742.230  (m)         5715.97   (f) ADJ UNCH    1 2
 KQ0227
 KQ0227.Superseded values are not recommended for survey control.
 KQ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0227.See file dsdata.txt to determine how the superseded data were derived.
 KQ0227
 KQ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD833696(NAD 83)
 KQ0227_MARKER: DB = BENCH MARK DISK
 KQ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0227_STAMPING: G 384 1955
 KQ0227_MARK LOGO: CGS   
 KQ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0227+STABILITY: SURFACE MOTION
 KQ0227
 KQ0227  HISTORY     - Date     Condition        Report By
 KQ0227  HISTORY     - 1955     MONUMENTED       CGS
 KQ0227  HISTORY     - 1985     GOOD             NGS
 KQ0227
 KQ0227                          STATION DESCRIPTION
 KQ0227
 KQ0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0227'8.2 MI SW FROM AUSTIN.
 KQ0227'6.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0227'AT AUSTIN, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.4 MILE
 KQ0227'NORTHEAST ALONG THE NORTHEAST-SOUTHWEST RUNWAY OF THE AUSTIN AIRPORT,
 KQ0227'AT THE NORTHEAST END OF THE RUNWAY, 120.6 FEET SOUTHWEST OF A FENCE,
 KQ0227'65.2 FEET SOUTHWEST OF THE CENTER OF THE NORTHWEST ONE OF FOUR END
 KQ0227'RUNWAY LIGHTS, 39.4 FEET NORTH OF THE NORTH CORNER OF THE RUNWAY
 KQ0227'PAVEMENT, 2.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 KQ0227'RUNWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 KQ0227'ABOVE THE GROUND.
 KQ0227
 KQ0227                          STATION RECOVERY (1985)
 KQ0227
 KQ0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0227'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 KQ0227'NEW ROUTE TO BM FOLLOWS.  5.1 KM (3.2 MI) WEST ALONG US HIGHWAY 50
 KQ0227'FROM THE COUNTY COURTHOUSE AT AUSTIN, THENCE 7.05 KM (4.38 MI)
 KQ0227'SOUTHWEST ALONG STATE HIGHWAY 722, THENCE 0.9 KM (0.55 MI) NORTHWEST
 KQ0227'ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0317 ***********************************************************************
 KQ0317  DESIGNATION -  G 385
 KQ0317  PID         -  KQ0317
 KQ0317  STATE/COUNTY-  NV/CHURCHILL
 KQ0317  USGS QUAD   -  CARROLL SUMMIT (1969)
 KQ0317
 KQ0317                         *CURRENT SURVEY CONTROL
 KQ0317  ___________________________________________________________________
 KQ0317* NAD 83(1986)-  39 15 48.     (N)    117 44 20.     (W)     SCALED    
 KQ0317* NAVD 88     -      2192.618  (meters)    7193.61   (feet)  ADJUSTED  
 KQ0317  ___________________________________________________________________
 KQ0317  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 KQ0317  DYNAMIC HT  -        2190.261 (meters)    7185.88  (feet)  COMP
 KQ0317  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 KQ0317
 KQ0317  VERT ORDER  -  FIRST     CLASS II
 KQ0317
 KQ0317.The horizontal coordinates were scaled from a topographic map and have
 KQ0317.an estimated accuracy of +/- 6 seconds.
 KQ0317
 KQ0317.The orthometric height was determined by differential leveling
 KQ0317.and adjusted by the National Geodetic Survey in June 1991..
 KQ0317
 KQ0317.The geoid height was determined by GEOID03.
 KQ0317
 KQ0317.The dynamic height is computed by dividing the NAVD 88
 KQ0317.geopotential number by the normal gravity value computed on the
 KQ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0317.degrees latitude (g = 980.6199 gals.).
 KQ0317
 KQ0317.The modeled gravity was interpolated from observed gravity values.
 KQ0317
 KQ0317;                    North         East    Units  Estimated Accuracy
 KQ0317;SPC NV W     - 4,501,170.      872,870.      MT  (+/- 180 meters Scaled)
 KQ0317
 KQ0317                          SUPERSEDED SURVEY CONTROL
 KQ0317
 KQ0317  NGVD 29 (??/??/92) 2191.453  (m)         7189.79   (f) ADJ UNCH    1 2
 KQ0317
 KQ0317.Superseded values are not recommended for survey control.
 KQ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0317.See file dsdata.txt to determine how the superseded data were derived.
 KQ0317
 KQ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD362462(NAD 83)
 KQ0317_MARKER: DB = BENCH MARK DISK
 KQ0317_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0317_SP_SET: SET IN ROCK OUTCROP
 KQ0317_STAMPING: G 385 1955
 KQ0317_MARK LOGO: CGS   
 KQ0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KQ0317
 KQ0317  HISTORY     - Date     Condition        Report By
 KQ0317  HISTORY     - 1955     MONUMENTED       CGS
 KQ0317  HISTORY     - 1967     GOOD             NGS
 KQ0317  HISTORY     - 1984     SEE DESCRIPTION  NGS
 KQ0317
 KQ0317                          STATION DESCRIPTION
 KQ0317
 KQ0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0317'0.9 MI W FROM CARROLL SUMMIT.
 KQ0317'0.9 MILE WEST ALONG U.S. HIGHWAY 50 FROM CARROLL SUMMIT, AT THE
 KQ0317'SOUTHEAST END OF A HORSESHOE CURVE, AT A ROCK CUT, IN THE TOP OF A
 KQ0317'ROCK OUTCROP PROJECTING 2.3 FEET ABOVE THE GROUND, 13 FEET SOUTHEAST
 KQ0317'OF THE NORTHWEST EDGE OF THE OUTCROP, 18.1 FEET NORTHEAST OF THE
 KQ0317'CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 KQ0317
 KQ0317                          STATION RECOVERY (1967)
 KQ0317
 KQ0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KQ0317'RECOVERED IN GOOD CONDITION.
 KQ0317
 KQ0317                          STATION RECOVERY (1984)
 KQ0317
 KQ0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0317'RECOVERED IN FAIR CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0317'722.  NOTE-OUTCROP IS DECOMPOSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0078 ***********************************************************************
 KR0078  DESIGNATION -  G 386
 KR0078  PID         -  KR0078
 KR0078  STATE/COUNTY-  NV/CHURCHILL
 KR0078  USGS QUAD   -  DRUMM SUMMIT (1972)
 KR0078
 KR0078                         *CURRENT SURVEY CONTROL
 KR0078  ___________________________________________________________________
 KR0078* NAD 83(1986)-  39 22 19.     (N)    118 09 49.     (W)     SCALED    
 KR0078* NAVD 88     -      1267.560  (meters)    4158.65   (feet)  ADJUSTED  
 KR0078  ___________________________________________________________________
 KR0078  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 KR0078  DYNAMIC HT  -        1266.434 (meters)    4154.96  (feet)  COMP
 KR0078  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 KR0078
 KR0078  VERT ORDER  -  FIRST     CLASS II
 KR0078
 KR0078.The horizontal coordinates were scaled from a topographic map and have
 KR0078.an estimated accuracy of +/- 6 seconds.
 KR0078
 KR0078.The orthometric height was determined by differential leveling
 KR0078.and adjusted by the National Geodetic Survey in June 1991..
 KR0078
 KR0078.The geoid height was determined by GEOID03.
 KR0078
 KR0078.The dynamic height is computed by dividing the NAVD 88
 KR0078.geopotential number by the normal gravity value computed on the
 KR0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0078.degrees latitude (g = 980.6199 gals.).
 KR0078
 KR0078.The modeled gravity was interpolated from observed gravity values.
 KR0078
 KR0078;                    North         East    Units  Estimated Accuracy
 KR0078;SPC NV W     - 4,512,970.      836,160.      MT  (+/- 180 meters Scaled)
 KR0078
 KR0078                          SUPERSEDED SURVEY CONTROL
 KR0078
 KR0078  NGVD 29 (??/??/92) 1266.528  (m)         4155.27   (f) ADJ UNCH    1 2
 KR0078
 KR0078.Superseded values are not recommended for survey control.
 KR0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0078.See file dsdata.txt to determine how the superseded data were derived.
 KR0078
 KR0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD997586(NAD 83)
 KR0078_MARKER: DB = BENCH MARK DISK
 KR0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0078_STAMPING: G 386 1955
 KR0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0078+STABILITY: SURFACE MOTION
 KR0078
 KR0078  HISTORY     - Date     Condition        Report By
 KR0078  HISTORY     - 1955     MONUMENTED       CGS
 KR0078  HISTORY     - 1972     GOOD             USGS
 KR0078
 KR0078                          STATION DESCRIPTION
 KR0078
 KR0078'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KR0078'11.8 MI NE FROM FRENCHMEN STATION.
 KR0078'5.8 MI. EAST ALONG US HWY 50 FROM THE SERVICE STATION AT FRENCHMEN
 KR0078'STATION, THENCE 6.0 MI. NORTH (TOWARDS DIXIE VALLEY) ALONG THE NEW
 KR0078'COUNTY GRADED RD. TO BENCH MARK.  17 FT. WEST AND 2.6 FT. ABOVE THE
 KR0078'CENTERLINE OF ROAD.  SET IN THE TOP OF A CONCRETE POST WHICH PROJECT
 KR0078'0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0016 ***********************************************************************
 KR0016  DESIGNATION -  G 387
 KR0016  PID         -  KR0016
 KR0016  STATE/COUNTY-  NV/CHURCHILL
 KR0016  USGS QUAD   -  I X L CANYON (1980)
 KR0016
 KR0016                         *CURRENT SURVEY CONTROL
 KR0016  ___________________________________________________________________
 KR0016* NAD 83(1986)-  39 39 59.     (N)    118 10 02.     (W)     SCALED    
 KR0016* NAVD 88     -      1133.055  (meters)    3717.36   (feet)  ADJUSTED  
 KR0016  ___________________________________________________________________
 KR0016  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 KR0016  DYNAMIC HT  -        1132.103 (meters)    3714.24  (feet)  COMP
 KR0016  MODELED GRAV-     979,747.5   (mgal)                       NAVD 88
 KR0016
 KR0016  VERT ORDER  -  FIRST     CLASS II
 KR0016
 KR0016.The horizontal coordinates were scaled from a topographic map and have
 KR0016.an estimated accuracy of +/- 6 seconds.
 KR0016
 KR0016.The orthometric height was determined by differential leveling
 KR0016.and adjusted by the National Geodetic Survey in June 1991..
 KR0016
 KR0016.The geoid height was determined by GEOID03.
 KR0016
 KR0016.The dynamic height is computed by dividing the NAVD 88
 KR0016.geopotential number by the normal gravity value computed on the
 KR0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0016.degrees latitude (g = 980.6199 gals.).
 KR0016
 KR0016.The modeled gravity was interpolated from observed gravity values.
 KR0016
 KR0016;                    North         East    Units  Estimated Accuracy
 KR0016;SPC NV W     - 4,545,660.      835,700.      MT  (+/- 180 meters Scaled)
 KR0016
 KR0016                          SUPERSEDED SURVEY CONTROL
 KR0016
 KR0016  NGVD 29 (??/??/92) 1132.099  (m)         3714.23   (f) ADJ UNCH    1 2
 KR0016
 KR0016.Superseded values are not recommended for survey control.
 KR0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0016.See file dsdata.txt to determine how the superseded data were derived.
 KR0016
 KR0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD998913(NAD 83)
 KR0016_MARKER: DB = BENCH MARK DISK
 KR0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0016_STAMPING: G 387 1955
 KR0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0016+STABILITY: SURFACE MOTION
 KR0016
 KR0016  HISTORY     - Date     Condition        Report By
 KR0016  HISTORY     - 1955     MONUMENTED       CGS
 KR0016
 KR0016                          STATION DESCRIPTION
 KR0016
 KR0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0016'34.3 MI N FROM FRENCHMAN STATION.
 KR0016'5.0 MILES EAST ALONG U.S. HIGHWAY 50 FROM FRENCHMAN STATION, THENCE
 KR0016'28.0 MILES NORTH ALONG A COUNTY GRADED ROAD LEADING TO DIXIE VALLEY,
 KR0016'THENCE 1.3 MILES SOUTHWEST ALONG A TRACK ROAD LEADING TO I X L CANYON,
 KR0016'ABOUT 70 YARDS NORTHEAST OF A GROUP OF PROMINENT BOULDERS, 26 1/2 FEET
 KR0016'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 19 FEET NORTHWEST OF THE
 KR0016'APPROXIMATE CENTER OF A DRY WASH PARALLELLING THE ROAD, 1.4 FEET
 KR0016'NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD,
 KR0016'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 KR0016'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0544 ***********************************************************************
 KR0544  DESIGNATION -  G 388
 KR0544  PID         -  KR0544
 KR0544  STATE/COUNTY-  NV/CHURCHILL
 KR0544  USGS QUAD   -  SODA LAKE WEST (1985)
 KR0544
 KR0544                         *CURRENT SURVEY CONTROL
 KR0544  ___________________________________________________________________
 KR0544* NAD 83(1986)-  39 31 51.     (N)    118 58 36.     (W)     SCALED    
 KR0544* NAVD 88     -      1224.091  (meters)    4016.04   (feet)  ADJUSTED  
 KR0544  ___________________________________________________________________
 KR0544  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KR0544  DYNAMIC HT  -        1223.033 (meters)    4012.57  (feet)  COMP
 KR0544  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 KR0544
 KR0544  VERT ORDER  -  FIRST     CLASS II
 KR0544
 KR0544.The horizontal coordinates were scaled from a topographic map and have
 KR0544.an estimated accuracy of +/- 6 seconds.
 KR0544
 KR0544.The orthometric height was determined by differential leveling
 KR0544.and adjusted by the National Geodetic Survey in June 1991..
 KR0544
 KR0544.The geoid height was determined by GEOID03.
 KR0544
 KR0544.The dynamic height is computed by dividing the NAVD 88
 KR0544.geopotential number by the normal gravity value computed on the
 KR0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0544.degrees latitude (g = 980.6199 gals.).
 KR0544
 KR0544.The modeled gravity was interpolated from observed gravity values.
 KR0544
 KR0544;                    North         East    Units  Estimated Accuracy
 KR0544;SPC NV W     - 4,530,600.      766,190.      MT  (+/- 180 meters Scaled)
 KR0544
 KR0544                          SUPERSEDED SURVEY CONTROL
 KR0544
 KR0544  NGVD 29 (??/??/92) 1223.130  (m)         4012.89   (f) ADJ UNCH    1 2
 KR0544
 KR0544.Superseded values are not recommended for survey control.
 KR0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0544.See file dsdata.txt to determine how the superseded data were derived.
 KR0544
 KR0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD301775(NAD 83)
 KR0544_MARKER: DB = BENCH MARK DISK
 KR0544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0544_SP_SET: BRIDGE
 KR0544_STAMPING: G 388 1955
 KR0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0544
 KR0544  HISTORY     - Date     Condition        Report By
 KR0544  HISTORY     - 1955     MONUMENTED       CGS
 KR0544  HISTORY     - 1967     GOOD             NGS
 KR0544  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0544
 KR0544                          STATION DESCRIPTION
 KR0544
 KR0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0544'4.7 MI SE FROM HAZEN.
 KR0544'ABOUT 0.4 MILE EAST ALONG THE OVERLAND ROUTE OF THE SOUTHERN PACIFIC
 KR0544'COMPANY RAILROAD FROM THE RAILROAD TOOL HOUSE AT HAZEN, THENCE 4.3
 KR0544'MILES SOUTHEAST ALONG THE FALLON BRANCH OF THE SOUTHERN PACIFIC
 KR0544'COMPANY RAILROAD, IN SECTION 8, T 19 N, R 27 E, 6 POLES NORTHWEST OF
 KR0544'MILEPOST NUMBER 293, 7 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KR0544'TRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 KR0544'ABUTMENT OF WOODEN RAILROAD BRIDGE NUMBER 292.82, AND ABOUT 1/2 FOOT
 KR0544'BELOW THE LEVEL OF THE TRACK.
 KR0544
 KR0544                          STATION RECOVERY (1986)
 KR0544
 KR0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0544'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0041 ***********************************************************************
 KR0041  DESIGNATION -  G 389
 KR0041  PID         -  KR0041
 KR0041  STATE/COUNTY-  NV/CHURCHILL
 KR0041  USGS QUAD   -  TABLE MTN (1980)
 KR0041
 KR0041                         *CURRENT SURVEY CONTROL
 KR0041  ___________________________________________________________________
 KR0041* NAD 83(1986)-  39 35 48.     (N)    118 22 02.     (W)     SCALED    
 KR0041* NAVD 88     -      1200.762  (meters)    3939.50   (feet)  ADJUSTED  
 KR0041  ___________________________________________________________________
 KR0041  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 KR0041  DYNAMIC HT  -        1199.747 (meters)    3936.17  (feet)  COMP
 KR0041  MODELED GRAV-     979,739.5   (mgal)                       NAVD 88
 KR0041
 KR0041  VERT ORDER  -  FIRST     CLASS II
 KR0041
 KR0041.The horizontal coordinates were scaled from a topographic map and have
 KR0041.an estimated accuracy of +/- 6 seconds.
 KR0041
 KR0041.The orthometric height was determined by differential leveling
 KR0041.and adjusted by the National Geodetic Survey in June 1991..
 KR0041
 KR0041.The geoid height was determined by GEOID03.
 KR0041
 KR0041.The dynamic height is computed by dividing the NAVD 88
 KR0041.geopotential number by the normal gravity value computed on the
 KR0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0041.degrees latitude (g = 980.6199 gals.).
 KR0041
 KR0041.The modeled gravity was interpolated from observed gravity values.
 KR0041
 KR0041;                    North         East    Units  Estimated Accuracy
 KR0041;SPC NV W     - 4,537,860.      818,560.      MT  (+/- 180 meters Scaled)
 KR0041
 KR0041                          SUPERSEDED SURVEY CONTROL
 KR0041
 KR0041  NGVD 29 (??/??/92) 1199.818  (m)         3936.40   (f) ADJ UNCH    1 2
 KR0041
 KR0041.Superseded values are not recommended for survey control.
 KR0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0041.See file dsdata.txt to determine how the superseded data were derived.
 KR0041
 KR0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD826838(NAD 83)
 KR0041_MARKER: DB = BENCH MARK DISK
 KR0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0041_STAMPING: G 389 1955
 KR0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0041+STABILITY: SURFACE MOTION
 KR0041
 KR0041  HISTORY     - Date     Condition        Report By
 KR0041  HISTORY     - 1955     MONUMENTED       CGS
 KR0041
 KR0041                          STATION DESCRIPTION
 KR0041
 KR0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0041'4.5 MI SW FROM DESERT WELL.
 KR0041'0.3 MILE SOUTH ALONG A TRACK ROAD FROM DESERT WELL, THENCE 4.2 MILES
 KR0041'SOUTHWEST ALONG A COUNTY GRADED ROAD, 0.55 MILE SOUTH OF THE
 KR0041'INTERSECTION OF AN EAST-WEST GRAVELED ROAD AND A CATTLE GUARD, 49 1/2
 KR0041'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET WEST OF A WITNESS
 KR0041'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KR0041'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0248 ***********************************************************************
 MT0248  DESIGNATION -  G 39
 MT0248  PID         -  MT0248
 MT0248  STATE/COUNTY-  NV/ELKO
 MT0248  USGS QUAD   -  WILKINS (1968)
 MT0248
 MT0248                         *CURRENT SURVEY CONTROL
 MT0248  ___________________________________________________________________
 MT0248* NAD 83(1986)-  41 26 54.     (N)    114 49 59.     (W)     SCALED    
 MT0248* NAVD 88     -      1789.995  (meters)    5872.68   (feet)  ADJUSTED  
 MT0248  ___________________________________________________________________
 MT0248  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 MT0248  DYNAMIC HT  -        1788.576 (meters)    5868.02  (feet)  COMP
 MT0248  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 MT0248
 MT0248  VERT ORDER  -  SECOND    CLASS 0
 MT0248
 MT0248.The horizontal coordinates were scaled from a topographic map and have
 MT0248.an estimated accuracy of +/- 6 seconds.
 MT0248
 MT0248.The orthometric height was determined by differential leveling
 MT0248.and adjusted by the National Geodetic Survey in June 1991..
 MT0248
 MT0248.The geoid height was determined by GEOID03.
 MT0248
 MT0248.The dynamic height is computed by dividing the NAVD 88
 MT0248.geopotential number by the normal gravity value computed on the
 MT0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0248.degrees latitude (g = 980.6199 gals.).
 MT0248
 MT0248.The modeled gravity was interpolated from observed gravity values.
 MT0248
 MT0248;                    North         East    Units  Estimated Accuracy
 MT0248;SPC NV E     - 8,743,700.      262,690.      MT  (+/- 180 meters Scaled)
 MT0248
 MT0248                          SUPERSEDED SURVEY CONTROL
 MT0248
 MT0248  NGVD 29 (??/??/92) 1788.817  (m)         5868.81   (f) ADJ UNCH    2 0
 MT0248
 MT0248.Superseded values are not recommended for survey control.
 MT0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0248.See file dsdata.txt to determine how the superseded data were derived.
 MT0248
 MT0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF810907(NAD 83)
 MT0248_MARKER: DB = BENCH MARK DISK
 MT0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MT0248_SP_SET: ABUTMENT
 MT0248_STAMPING: G 39 1934
 MT0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0248
 MT0248  HISTORY     - Date     Condition        Report By
 MT0248  HISTORY     - 1934     MONUMENTED       CGS
 MT0248  HISTORY     - 1958     GOOD             NGS
 MT0248
 MT0248                          STATION DESCRIPTION
 MT0248
 MT0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0248'15.2 MI N FROM MELANDCO.
 MT0248'15.2 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE WATER
 MT0248'TANK AT MELANDCO, ELKO COUNTY, AT RED POINT, AT THE WATER TANK, IN THE
 MT0248'TOP OF THE WEST CONCRETE ABUTMENT SUPPORTING THE TWO WEST PIERS, 70
 MT0248'FEET EAST OF THE NORTHEAST CORNER OF THE SECTIONHOUSE, AND 12 FEET
 MT0248'EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED G
 MT0248'39 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0076 ***********************************************************************
 KQ0076  DESIGNATION -  G 390
 KQ0076  PID         -  KQ0076
 KQ0076  STATE/COUNTY-  NV/LANDER
 KQ0076  USGS QUAD   -  CAPE HORN (1989)
 KQ0076
 KQ0076                         *CURRENT SURVEY CONTROL
 KQ0076  ___________________________________________________________________
 KQ0076* NAD 83(1986)-  39 23 19.     (N)    116 51 24.     (W)     SCALED    
 KQ0076* NAVD 88     -      1744.453  (meters)    5723.26   (feet)  ADJUSTED  
 KQ0076  ___________________________________________________________________
 KQ0076  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 KQ0076  DYNAMIC HT  -        1742.698 (meters)    5717.50  (feet)  COMP
 KQ0076  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 KQ0076
 KQ0076  VERT ORDER  -  FIRST     CLASS II
 KQ0076
 KQ0076.The horizontal coordinates were scaled from a topographic map and have
 KQ0076.an estimated accuracy of +/- 6 seconds.
 KQ0076
 KQ0076.The orthometric height was determined by differential leveling
 KQ0076.and adjusted by the National Geodetic Survey in June 1991..
 KQ0076
 KQ0076.The geoid height was determined by GEOID03.
 KQ0076
 KQ0076.The dynamic height is computed by dividing the NAVD 88
 KQ0076.geopotential number by the normal gravity value computed on the
 KQ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0076.degrees latitude (g = 980.6199 gals.).
 KQ0076
 KQ0076.The modeled gravity was interpolated from observed gravity values.
 KQ0076
 KQ0076;                    North         East    Units  Estimated Accuracy
 KQ0076;SPC NV C     - 6,514,760.      483,630.      MT  (+/- 180 meters Scaled)
 KQ0076
 KQ0076                          SUPERSEDED SURVEY CONTROL
 KQ0076
 KQ0076  NGVD 29 (??/??/92) 1743.219  (m)         5719.21   (f) ADJ UNCH    1 2
 KQ0076
 KQ0076.Superseded values are not recommended for survey control.
 KQ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0076.See file dsdata.txt to determine how the superseded data were derived.
 KQ0076
 KQ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND123599(NAD 83)
 KQ0076_MARKER: DB = BENCH MARK DISK
 KQ0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KQ0076_SP_SET: CULVERT
 KQ0076_STAMPING: G 390 1955
 KQ0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0076
 KQ0076  HISTORY     - Date     Condition        Report By
 KQ0076  HISTORY     - 1955     MONUMENTED       CGS
 KQ0076  HISTORY     - 1957     MARK NOT FOUND   USGS
 KQ0076
 KQ0076                          STATION DESCRIPTION
 KQ0076
 KQ0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0076'16.3 MI SE FROM AUSTIN.
 KQ0076'16.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0076'AT AUSTIN, 0.4 MILE NORTHWEST OF A HIGHWAY CUT THOUGH A LOW RIDGE, AT
 KQ0076'A DOUBLE 3-BY 2-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE EAST END
 KQ0076'OF THE NORTH CONCRETE HEAD WALL, 21.0 FEET NORTHEAST OF THE CENTER
 KQ0076'LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY. NOTE--
 KQ0076'ALL CULVERTS IN THIS AREA WERE TORN OUT BY THE CONSTRUCTION COMPANY IN
 KQ0076'WIDENING AND RESURFACING OF HIGHWAY 50.
 KQ0076
 KQ0076                          STATION RECOVERY (1957)
 KQ0076
 KQ0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KQ0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0127 ***********************************************************************
 MU0127  DESIGNATION -  G 391
 MU0127  PID         -  MU0127
 MU0127  STATE/COUNTY-  NV/ELKO
 MU0127  USGS QUAD   -  STAR VALLEY RIDGE SW (1973)
 MU0127
 MU0127                         *CURRENT SURVEY CONTROL
 MU0127  ___________________________________________________________________
 MU0127* NAD 83(1986)-  41 48 51.     (N)    116 56 49.     (W)     SCALED    
 MU0127* NAVD 88     -      1616.043  (meters)    5301.97   (feet)  ADJUSTED  
 MU0127  ___________________________________________________________________
 MU0127  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 MU0127  DYNAMIC HT  -        1614.877 (meters)    5298.14  (feet)  COMP
 MU0127  MODELED GRAV-     979,843.7   (mgal)                       NAVD 88
 MU0127
 MU0127  VERT ORDER  -  SECOND    CLASS 0
 MU0127
 MU0127.The horizontal coordinates were scaled from a topographic map and have
 MU0127.an estimated accuracy of +/- 6 seconds.
 MU0127
 MU0127.The orthometric height was determined by differential leveling
 MU0127.and adjusted by the National Geodetic Survey in June 1991..
 MU0127
 MU0127.The geoid height was determined by GEOID03.
 MU0127
 MU0127.The dynamic height is computed by dividing the NAVD 88
 MU0127.geopotential number by the normal gravity value computed on the
 MU0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0127.degrees latitude (g = 980.6199 gals.).
 MU0127
 MU0127.The modeled gravity was interpolated from observed gravity values.
 MU0127
 MU0127;                    North         East    Units  Estimated Accuracy
 MU0127;SPC NV E     - 8,784,960.       86,710.      MT  (+/- 180 meters Scaled)
 MU0127
 MU0127                          SUPERSEDED SURVEY CONTROL
 MU0127
 MU0127  NGVD 29 (??/??/92) 1614.930  (m)         5298.32   (f) ADJ UNCH    2 0
 MU0127
 MU0127.Superseded values are not recommended for survey control.
 MU0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0127.See file dsdata.txt to determine how the superseded data were derived.
 MU0127
 MU0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG044291(NAD 83)
 MU0127_MARKER: DB = BENCH MARK DISK
 MU0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0127_SP_SET: CONCRETE POST
 MU0127_STAMPING: G 391 1963
 MU0127_MARK LOGO: CGS   
 MU0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0127+STABILITY: SURFACE MOTION
 MU0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0127+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1973
 MU0127
 MU0127  HISTORY     - Date     Condition        Report By
 MU0127  HISTORY     - 1963     MONUMENTED       CGS
 MU0127  HISTORY     - 19730517 GOOD             USGS
 MU0127
 MU0127                          STATION DESCRIPTION
 MU0127
 MU0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0127'41.8 MI NW FROM I L RANCH.
 MU0127'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0127'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 18.9 MILES NORTHWEST
 MU0127'ALONG A DIRT ROAD, THENCE 2.5 MILES NORTHWEST ALONG A DIRT ROAD,
 MU0127'THENCE 2.95 MILES WEST ALONG A TRACK ROAD, 0.4 MILE EAST OF THE
 MU0127'CROSSING OF A PIPE LINE, 42 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MU0127'2.3 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 MU0127'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MU0127
 MU0127                          STATION RECOVERY (1973)
 MU0127
 MU0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 MU0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0151 ***********************************************************************
 MU0151  DESIGNATION -  G 392
 MU0151  PID         -  MU0151
 MU0151  STATE/COUNTY-  NV/ELKO
 MU0151  USGS QUAD   -  DESERT RANCH (1974)
 MU0151
 MU0151                         *CURRENT SURVEY CONTROL
 MU0151  ___________________________________________________________________
 MU0151* NAD 83(1986)-  41 43 08.     (N)    116 33 27.     (W)     SCALED    
 MU0151* NAVD 88     -      1552.916  (meters)    5094.86   (feet)  ADJUSTED  
 MU0151  ___________________________________________________________________
 MU0151  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 MU0151  DYNAMIC HT  -        1551.778 (meters)    5091.12  (feet)  COMP
 MU0151  MODELED GRAV-     979,835.5   (mgal)                       NAVD 88
 MU0151
 MU0151  VERT ORDER  -  SECOND    CLASS 0
 MU0151
 MU0151.The horizontal coordinates were scaled from a topographic map and have
 MU0151.an estimated accuracy of +/- 6 seconds.
 MU0151
 MU0151.The orthometric height was determined by differential leveling
 MU0151.and adjusted by the National Geodetic Survey in June 1991..
 MU0151
 MU0151.The geoid height was determined by GEOID03.
 MU0151
 MU0151.The dynamic height is computed by dividing the NAVD 88
 MU0151.geopotential number by the normal gravity value computed on the
 MU0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0151.degrees latitude (g = 980.6199 gals.).
 MU0151
 MU0151.The modeled gravity was interpolated from observed gravity values.
 MU0151
 MU0151;                    North         East    Units  Estimated Accuracy
 MU0151;SPC NV E     - 8,773,940.      118,940.      MT  (+/- 180 meters Scaled)
 MU0151
 MU0151                          SUPERSEDED SURVEY CONTROL
 MU0151
 MU0151  NGVD 29 (??/??/92) 1551.801  (m)         5091.20   (f) ADJ UNCH    2 0
 MU0151
 MU0151.Superseded values are not recommended for survey control.
 MU0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0151.See file dsdata.txt to determine how the superseded data were derived.
 MU0151
 MU0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG368186(NAD 83)
 MU0151_MARKER: DB = BENCH MARK DISK
 MU0151_SETTING: 66 = SET IN ROCK OUTCROP
 MU0151_SP_SET: ROCK OUTCROP
 MU0151_STAMPING: G 392 1963
 MU0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0151+STABILITY: POSITION/ELEVATION WELL
 MU0151
 MU0151  HISTORY     - Date     Condition        Report By
 MU0151  HISTORY     - 1963     MONUMENTED       CGS
 MU0151
 MU0151                          STATION DESCRIPTION
 MU0151
 MU0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0151'17.65 MI NW FROM I L RANCH.
 MU0151'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0151'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTHWEST
 MU0151'ALONG A DIRT ROAD, 0.2 MILE SOUTHWEST OF THE JUNCTION OF A DIRT ROAD
 MU0151'NORTH TO DESERT RANCH, IN THE TOP OF A 4- BY 8-FOOT OUTCROP, 36 FEET
 MU0151'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 5.0 FEET SOUTHEAST OF A
 MU0151'WITNESS POST, ABOUT 9 FEET HIGHER THAN THE ROAD, AND 0.8 FOOT ABOVE
 MU0151'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0071 ***********************************************************************
 MU0071  DESIGNATION -  G 393
 MU0071  PID         -  MU0071
 MU0071  STATE/COUNTY-  NV/ELKO
 MU0071  USGS QUAD   -  CORNUCOPIA RIDGE (1987)
 MU0071
 MU0071                         *CURRENT SURVEY CONTROL
 MU0071  ___________________________________________________________________
 MU0071* NAD 83(1986)-  41 35 19.     (N)    116 21 56.     (W)     SCALED    
 MU0071* NAVD 88     -      1640.384  (meters)    5381.83   (feet)  ADJUSTED  
 MU0071  ___________________________________________________________________
 MU0071  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 MU0071  DYNAMIC HT  -        1639.144 (meters)    5377.76  (feet)  COMP
 MU0071  MODELED GRAV-     979,809.1   (mgal)                       NAVD 88
 MU0071
 MU0071  VERT ORDER  -  SECOND    CLASS 0
 MU0071
 MU0071.The horizontal coordinates were scaled from a topographic map and have
 MU0071.an estimated accuracy of +/- 6 seconds.
 MU0071
 MU0071.The orthometric height was determined by differential leveling
 MU0071.and adjusted by the National Geodetic Survey in June 1991..
 MU0071
 MU0071.The geoid height was determined by GEOID03.
 MU0071
 MU0071.The dynamic height is computed by dividing the NAVD 88
 MU0071.geopotential number by the normal gravity value computed on the
 MU0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0071.degrees latitude (g = 980.6199 gals.).
 MU0071
 MU0071.The modeled gravity was interpolated from observed gravity values.
 MU0071
 MU0071;                    North         East    Units  Estimated Accuracy
 MU0071;SPC NV E     - 8,759,310.      134,780.      MT  (+/- 180 meters Scaled)
 MU0071
 MU0071                          SUPERSEDED SURVEY CONTROL
 MU0071
 MU0071  NGVD 29 (??/??/92) 1639.246  (m)         5378.09   (f) ADJ UNCH    2 0
 MU0071
 MU0071.Superseded values are not recommended for survey control.
 MU0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0071.See file dsdata.txt to determine how the superseded data were derived.
 MU0071
 MU0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG528042(NAD 83)
 MU0071_MARKER: DB = BENCH MARK DISK
 MU0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0071_STAMPING: G 393 1963
 MU0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0071+STABILITY: SURFACE MOTION
 MU0071
 MU0071  HISTORY     - Date     Condition        Report By
 MU0071  HISTORY     - 1963     MONUMENTED       CGS
 MU0071
 MU0071                          STATION DESCRIPTION
 MU0071
 MU0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0071'2.6 MI E FROM I L RANCH.
 MU0071'2.6 MILES EAST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0071'AT THE SUMMIT OF A HILL, 64 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MU0071'2.0 FEET NORTH OF A WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE
 MU0071'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MU0071'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0381 ***********************************************************************
 LQ0381  DESIGNATION -  G 394
 LQ0381  PID         -  LQ0381
 LQ0381  STATE/COUNTY-  NV/ELKO
 LQ0381  USGS QUAD   -  FROST CREEK (1985)
 LQ0381
 LQ0381                         *CURRENT SURVEY CONTROL
 LQ0381  ___________________________________________________________________
 LQ0381* NAD 83(1986)-  40 21 07.     (N)    115 37 37.     (W)     SCALED    
 LQ0381* NAVD 88     -      1784.712  (meters)    5855.34   (feet)  ADJUSTED  
 LQ0381  ___________________________________________________________________
 LQ0381  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 LQ0381  DYNAMIC HT  -        1783.066 (meters)    5849.94  (feet)  COMP
 LQ0381  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 LQ0381
 LQ0381  VERT ORDER  -  SECOND    CLASS 0
 LQ0381
 LQ0381.The horizontal coordinates were scaled from a topographic map and have
 LQ0381.an estimated accuracy of +/- 6 seconds.
 LQ0381
 LQ0381.The orthometric height was determined by differential leveling
 LQ0381.and adjusted by the National Geodetic Survey in June 1991..
 LQ0381
 LQ0381.The geoid height was determined by GEOID03.
 LQ0381
 LQ0381.The dynamic height is computed by dividing the NAVD 88
 LQ0381.geopotential number by the normal gravity value computed on the
 LQ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0381.degrees latitude (g = 980.6199 gals.).
 LQ0381
 LQ0381.The modeled gravity was interpolated from observed gravity values.
 LQ0381
 LQ0381;                    North         East    Units  Estimated Accuracy
 LQ0381;SPC NV E     - 8,621,690.      196,300.      MT  (+/- 180 meters Scaled)
 LQ0381
 LQ0381                          SUPERSEDED SURVEY CONTROL
 LQ0381
 LQ0381  NGVD 29 (??/??/92) 1783.557  (m)         5851.55   (f) ADJ UNCH    2 0
 LQ0381
 LQ0381.Superseded values are not recommended for survey control.
 LQ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0381.See file dsdata.txt to determine how the superseded data were derived.
 LQ0381
 LQ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE166677(NAD 83)
 LQ0381_MARKER: DB = BENCH MARK DISK
 LQ0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0381_SP_SET: FOUNDATION
 LQ0381_STAMPING: G 394 1963
 LQ0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0381
 LQ0381  HISTORY     - Date     Condition        Report By
 LQ0381  HISTORY     - 1963     MONUMENTED       CGS
 LQ0381  HISTORY     - 1982     MARK NOT FOUND   USGS
 LQ0381
 LQ0381                          STATION DESCRIPTION
 LQ0381
 LQ0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0381'6.3 MI SE FROM JIGGS.
 LQ0381'3.3 MILES SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0381'JIGGS, THENCE 3.0 MILES SOUTHEAST ALONG THE HARRISON PASS ROAD, IN THE
 LQ0381'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE FOUNDATION OF A
 LQ0381'CATTLE GUARD, 8 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 0.3
 LQ0381'FOOT NORTHEAST OF THE SOUTHWEST END AND ABOUT LEVEL WITH THE ROAD.
 LQ0381
 LQ0381                          STATION RECOVERY (1982)
 LQ0381
 LQ0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LQ0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0322 ***********************************************************************
 LQ0322  DESIGNATION -  G 395
 LQ0322  PID         -  LQ0322
 LQ0322  STATE/COUNTY-  NV/ELKO
 LQ0322  USGS QUAD   -  MEDICINE SPRING (1984)
 LQ0322
 LQ0322                         *CURRENT SURVEY CONTROL
 LQ0322  ___________________________________________________________________
 LQ0322* NAD 83(1986)-  40 21 44.     (N)    115 15 00.     (W)     SCALED    
 LQ0322* NAVD 88     -      1826.953  (meters)    5993.93   (feet)  ADJUSTED  
 LQ0322  ___________________________________________________________________
 LQ0322  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 LQ0322  DYNAMIC HT  -        1825.237 (meters)    5988.30  (feet)  COMP
 LQ0322  MODELED GRAV-     979,621.5   (mgal)                       NAVD 88
 LQ0322
 LQ0322  VERT ORDER  -  SECOND    CLASS 0
 LQ0322
 LQ0322.The horizontal coordinates were scaled from a topographic map and have
 LQ0322.an estimated accuracy of +/- 6 seconds.
 LQ0322
 LQ0322.The orthometric height was determined by differential leveling
 LQ0322.and adjusted by the National Geodetic Survey in June 1991..
 LQ0322
 LQ0322.The geoid height was determined by GEOID03.
 LQ0322
 LQ0322.The dynamic height is computed by dividing the NAVD 88
 LQ0322.geopotential number by the normal gravity value computed on the
 LQ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0322.degrees latitude (g = 980.6199 gals.).
 LQ0322
 LQ0322.The modeled gravity was interpolated from observed gravity values.
 LQ0322
 LQ0322;                    North         East    Units  Estimated Accuracy
 LQ0322;SPC NV E     - 8,622,880.      228,310.      MT  (+/- 180 meters Scaled)
 LQ0322
 LQ0322                          SUPERSEDED SURVEY CONTROL
 LQ0322
 LQ0322  NGVD 29 (??/??/92) 1825.760  (m)         5990.01   (f) ADJ UNCH    2 0
 LQ0322
 LQ0322.Superseded values are not recommended for survey control.
 LQ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0322.See file dsdata.txt to determine how the superseded data were derived.
 LQ0322
 LQ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE485694(NAD 83)
 LQ0322_MARKER: DB = BENCH MARK DISK
 LQ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0322_STAMPING: G 395 1963
 LQ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0322+STABILITY: SURFACE MOTION
 LQ0322
 LQ0322  HISTORY     - Date     Condition        Report By
 LQ0322  HISTORY     - 1963     MONUMENTED       CGS
 LQ0322
 LQ0322                          STATION DESCRIPTION
 LQ0322
 LQ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0322'21.6 MI SE FROM RUBY VALLEY.
 LQ0322'8.0 MILES SOUTH ALONG A ROAD FROM THE ROCK HOUSE RANCH AT RUBY VALLEY,
 LQ0322'THENCE 13.6 MILES EAST AND NORTHEAST ALONG A ROAD, 0.5 MILE SOUTHWEST
 LQ0322'OF THE JUNCTION OF A ROAD LEADING SOUTH, 0.1 MILE EAST OF THE
 LQ0322'INTERSECTION OF A TRACK ROAD, 54 FEET NORTH OF THE CENTER LINE OF THE
 LQ0322'ROAD, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN
 LQ0322'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 LQ0322'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0231 ***********************************************************************
 LQ0231  DESIGNATION -  G 396
 LQ0231  PID         -  LQ0231
 LQ0231  STATE/COUNTY-  NV/ELKO
 LQ0231  USGS QUAD   -  PALOMINO WELL (1984)
 LQ0231
 LQ0231                         *CURRENT SURVEY CONTROL
 LQ0231  ___________________________________________________________________
 LQ0231* NAD 83(1986)-  40 23 56.     (N)    114 56 25.     (W)     SCALED    
 LQ0231* NAVD 88     -      1844.775  (meters)    6052.40   (feet)  ADJUSTED  
 LQ0231  ___________________________________________________________________
 LQ0231  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 LQ0231  DYNAMIC HT  -        1843.049 (meters)    6046.74  (feet)  COMP
 LQ0231  MODELED GRAV-     979,624.5   (mgal)                       NAVD 88
 LQ0231
 LQ0231  VERT ORDER  -  SECOND    CLASS 0
 LQ0231
 LQ0231.The horizontal coordinates were scaled from a topographic map and have
 LQ0231.an estimated accuracy of +/- 6 seconds.
 LQ0231
 LQ0231.The orthometric height was determined by differential leveling
 LQ0231.and adjusted by the National Geodetic Survey in June 1991..
 LQ0231
 LQ0231.The geoid height was determined by GEOID03.
 LQ0231
 LQ0231.The dynamic height is computed by dividing the NAVD 88
 LQ0231.geopotential number by the normal gravity value computed on the
 LQ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0231.degrees latitude (g = 980.6199 gals.).
 LQ0231
 LQ0231.The modeled gravity was interpolated from observed gravity values.
 LQ0231
 LQ0231;                    North         East    Units  Estimated Accuracy
 LQ0231;SPC NV E     - 8,627,100.      254,590.      MT  (+/- 180 meters Scaled)
 LQ0231
 LQ0231                          SUPERSEDED SURVEY CONTROL
 LQ0231
 LQ0231  NGVD 29 (??/??/92) 1843.584  (m)         6048.49   (f) ADJ UNCH    2 0
 LQ0231
 LQ0231.Superseded values are not recommended for survey control.
 LQ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0231.See file dsdata.txt to determine how the superseded data were derived.
 LQ0231
 LQ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE747740(NAD 83)
 LQ0231_MARKER: DB = BENCH MARK DISK
 LQ0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0231_STAMPING: G 396 1963
 LQ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0231+STABILITY: SURFACE MOTION
 LQ0231
 LQ0231  HISTORY     - Date     Condition        Report By
 LQ0231  HISTORY     - 1963     MONUMENTED       CGS
 LQ0231
 LQ0231                          STATION DESCRIPTION
 LQ0231
 LQ0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0231'15.75 MI NW FROM CURRIE.
 LQ0231'4.95 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE RAILROAD CROSSING
 LQ0231'AT CURRIE, THENCE 10.8 MILES NORTHWEST ALONG A ROAD, 0.45 MILE
 LQ0231'NORTHWEST OF THE JUNCTION OF A NORTH-NORTHEAST-SOUTH-SOUTHWEST
 LQ0231'GRAVELED ROAD, 22 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET
 LQ0231'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 LQ0231'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0212 ***********************************************************************
 MV0212  DESIGNATION -  G 397
 MV0212  PID         -  MV0212
 MV0212  STATE/COUNTY-  NV/WASHOE
 MV0212  USGS QUAD   -  COLEMAN CANYON (1966)
 MV0212
 MV0212                         *CURRENT SURVEY CONTROL
 MV0212  ___________________________________________________________________
 MV0212* NAD 83(1986)-  41 56 46.     (N)    119 38 49.     (W)     SCALED    
 MV0212* NAVD 88     -      1764.373  (meters)    5788.61   (feet)  ADJUSTED  
 MV0212  ___________________________________________________________________
 MV0212  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 MV0212  DYNAMIC HT  -        1763.060 (meters)    5784.31  (feet)  COMP
 MV0212  MODELED GRAV-     979,814.9   (mgal)                       NAVD 88
 MV0212
 MV0212  VERT ORDER  -  SECOND    CLASS 0
 MV0212
 MV0212.The horizontal coordinates were scaled from a topographic map and have
 MV0212.an estimated accuracy of +/- 6 seconds.
 MV0212
 MV0212.The orthometric height was determined by differential leveling
 MV0212.and adjusted by the National Geodetic Survey in June 1991..
 MV0212
 MV0212.The geoid height was determined by GEOID03.
 MV0212
 MV0212.The dynamic height is computed by dividing the NAVD 88
 MV0212.geopotential number by the normal gravity value computed on the
 MV0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0212.degrees latitude (g = 980.6199 gals.).
 MV0212
 MV0212.The modeled gravity was interpolated from observed gravity values.
 MV0212
 MV0212;                    North         East    Units  Estimated Accuracy
 MV0212;SPC NV W     - 4,799,260.      711,810.      MT  (+/- 180 meters Scaled)
 MV0212
 MV0212                          SUPERSEDED SURVEY CONTROL
 MV0212
 MV0212  NGVD 29 (??/??/92) 1763.123  (m)         5784.51   (f) ADJ UNCH    2 0
 MV0212
 MV0212.Superseded values are not recommended for survey control.
 MV0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0212.See file dsdata.txt to determine how the superseded data were derived.
 MV0212
 MV0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG805471(NAD 83)
 MV0212_MARKER: DB = BENCH MARK DISK
 MV0212_SETTING: 80 = SET IN A BOULDER
 MV0212_SP_SET: BOULDER
 MV0212_STAMPING: G 397 1965
 MV0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0212+STABILITY: SURFACE MOTION
 MV0212
 MV0212  HISTORY     - Date     Condition        Report By
 MV0212  HISTORY     - 1965     MONUMENTED       CGS
 MV0212
 MV0212                          STATION DESCRIPTION
 MV0212
 MV0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0212'7.9 MI W FROM IXL RANCH.
 MV0212'0.45 MILE SOUTH ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0212'THENCE 7.45 MILES WEST ALONG A ROAD, ABOUT 0.2 MILE SOUTHEAST OF A
 MV0212'FENCE CORNER, ABOUT 100 YARDS EAST-SOUTHEAST OF THE JUNCTION OF A
 MV0212'TRACK ROAD, IN A 10- BY 20-FOOT BOULDER WHICH PROJECTS ABOUT 7 FOOT
 MV0212'ABOVE THE GROUND, 2.0 FEET NORTHWEST OF THE SOUTHEAST EDGE, AND ABOUT
 MV0212'5 FEET HIGHER THAN THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0112 ***********************************************************************
 MV0112  DESIGNATION -  G 398
 MV0112  PID         -  MV0112
 MV0112  STATE/COUNTY-  NV/WASHOE
 MV0112  USGS QUAD   -  CATNIP CANYON (1966)
 MV0112
 MV0112                         *CURRENT SURVEY CONTROL
 MV0112  ___________________________________________________________________
 MV0112* NAD 83(1986)-  41 55 05.     (N)    119 26 38.     (W)     SCALED    
 MV0112* NAVD 88     -      1773.594  (meters)    5818.87   (feet)  ADJUSTED  
 MV0112  ___________________________________________________________________
 MV0112  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 MV0112  DYNAMIC HT  -        1772.264 (meters)    5814.50  (feet)  COMP
 MV0112  MODELED GRAV-     979,809.4   (mgal)                       NAVD 88
 MV0112
 MV0112  VERT ORDER  -  SECOND    CLASS 0
 MV0112
 MV0112.The horizontal coordinates were scaled from a topographic map and have
 MV0112.an estimated accuracy of +/- 6 seconds.
 MV0112
 MV0112.The orthometric height was determined by differential leveling
 MV0112.and adjusted by the National Geodetic Survey in June 1991..
 MV0112
 MV0112.The geoid height was determined by GEOID03.
 MV0112
 MV0112.The dynamic height is computed by dividing the NAVD 88
 MV0112.geopotential number by the normal gravity value computed on the
 MV0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0112.degrees latitude (g = 980.6199 gals.).
 MV0112
 MV0112.The modeled gravity was interpolated from observed gravity values.
 MV0112
 MV0112;                    North         East    Units  Estimated Accuracy
 MV0112;SPC NV W     - 4,795,960.      728,620.      MT  (+/- 180 meters Scaled)
 MV0112
 MV0112                          SUPERSEDED SURVEY CONTROL
 MV0112
 MV0112  NGVD 29 (??/??/92) 1772.355  (m)         5814.80   (f) ADJ UNCH    2 0
 MV0112
 MV0112.Superseded values are not recommended for survey control.
 MV0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0112.See file dsdata.txt to determine how the superseded data were derived.
 MV0112
 MV0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG973435(NAD 83)
 MV0112_MARKER: DB = BENCH MARK DISK
 MV0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MV0112_SP_SET: FOUNDATION
 MV0112_STAMPING: G 398 1965
 MV0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0112
 MV0112  HISTORY     - Date     Condition        Report By
 MV0112  HISTORY     - 1965     MONUMENTED       CGS
 MV0112
 MV0112                          STATION DESCRIPTION
 MV0112
 MV0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0112'7.4 MI SE FROM IXL RANCH.
 MV0112'4.8 MILES SOUTHEAST ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0112'THENCE 2.6 MILES EAST ALONG STATE HIGHWAY 34A, 1.0 MILE EAST OF A CAMP
 MV0112'GROUND AT CATNIP RESERVOIR, AT THE JUNCTION OF A TRAIL SOUTH-SOUTHEAST
 MV0112'TO CATNIP MOUNTAIN, IN THE TOP AND AT THE WEST-NORTH-WEST CORNER OF
 MV0112'THE CONCRETE FOUNDATION FOR A CATTLE GUARD, 9 FEET NORTH-NORTHWEST OF
 MV0112'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1320 ***********************************************************************
 GR1320  DESIGNATION -  G 399
 GR1320  PID         -  GR1320
 GR1320  STATE/COUNTY-  NV/CLARK
 GR1320  USGS QUAD   -  HENDERSON (1983)
 GR1320
 GR1320                         *CURRENT SURVEY CONTROL
 GR1320  ___________________________________________________________________
 GR1320* NAD 83(1986)-  36 00 03.     (N)    114 56 25.     (W)     SCALED    
 GR1320* NAVD 88     -       662.680  (meters)    2174.14   (feet)  ADJUSTED  
 GR1320  ___________________________________________________________________
 GR1320  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR1320  DYNAMIC HT  -         661.995 (meters)    2171.90  (feet)  COMP
 GR1320  MODELED GRAV-     979,578.9   (mgal)                       NAVD 88
 GR1320
 GR1320  VERT ORDER  -  FIRST     CLASS II
 GR1320
 GR1320.The horizontal coordinates were scaled from a topographic map and have
 GR1320.an estimated accuracy of +/- 6 seconds.
 GR1320
 GR1320.The orthometric height was determined by differential leveling
 GR1320.and adjusted by the National Geodetic Survey in June 1991..
 GR1320
 GR1320.The geoid height was determined by GEOID03.
 GR1320
 GR1320.The dynamic height is computed by dividing the NAVD 88
 GR1320.geopotential number by the normal gravity value computed on the
 GR1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1320.degrees latitude (g = 980.6199 gals.).
 GR1320
 GR1320.The modeled gravity was interpolated from observed gravity values.
 GR1320
 GR1320;                    North         East    Units  Estimated Accuracy
 GR1320;SPC NV E     - 8,138,950.      257,970.      MT  (+/- 180 meters Scaled)
 GR1320
 GR1320                          SUPERSEDED SURVEY CONTROL
 GR1320
 GR1320.No superseded survey control is available for this station.
 GR1320
 GR1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV856860(NAD 83)
 GR1320_MARKER: DB = BENCH MARK DISK
 GR1320_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1320_SP_SET: STAINLESS STEEL ROD
 GR1320_STAMPING: G 399 1980
 GR1320_PROJECTION: FLUSH
 GR1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1320_ROD/PIPE-DEPTH: 1.5  meters
 GR1320
 GR1320  HISTORY     - Date     Condition        Report By
 GR1320  HISTORY     - 1980     MONUMENTED       NGS
 GR1320
 GR1320                          STATION DESCRIPTION
 GR1320
 GR1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GR1320'26.3 KM SE FROM LAS VEGAS.
 GR1320'26.3 KILOMETERS (16.35 MILES) SOUTHEAST ALONG U. S. HIGHWAY 93 AND 95
 GR1320'FROM THE UNION PACIFIC RAILROAD STATION (UNION PLAZA HOTEL) IN LAS
 GR1320'VEGAS, AT THE FIRST POWER LINE TRANSMISSION TOWER (125 PACES)
 GR1320'SOUTHEAST OF ROBERTS ROAD LEADING NORTHEAST, IN THE CENTER OF THE
 GR1320'FOUR LEGS OF TOWER 8-2, 91.9 METERS (301 FEET) SOUTHWEST OF THE
 GR1320'CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY.
 GR1320'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 GR1320'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0213 ***********************************************************************
 MT0213  DESIGNATION -  G 4
 MT0213  PID         -  MT0213
 MT0213  STATE/COUNTY-  NV/ELKO
 MT0213  USGS QUAD   -  HOLBORN (1968)
 MT0213
 MT0213                         *CURRENT SURVEY CONTROL
 MT0213  ___________________________________________________________________
 MT0213* NAD 83(1986)-  41 10 27.     (N)    114 42 43.     (W)     SCALED    
 MT0213* NAVD 88     -      1862.030  (meters)    6109.01   (feet)  POSTED    
 MT0213  ___________________________________________________________________
 MT0213  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 MT0213  DYNAMIC HT  -        1860.460 (meters)    6103.86  (feet)  COMP
 MT0213  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 MT0213
 MT0213  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MT0213
 MT0213.The horizontal coordinates were scaled from a topographic map and have
 MT0213.an estimated accuracy of +/- 6 seconds.
 MT0213
 MT0213.The orthometric height was determined by differential leveling
 MT0213.and adjusted by the National Geodetic Survey in 1992..
 MT0213.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MT0213.rate of 1.1 thru 2.0 mm/km.
 MT0213
 MT0213.The geoid height was determined by GEOID03.
 MT0213
 MT0213.The dynamic height is computed by dividing the NAVD 88
 MT0213.geopotential number by the normal gravity value computed on the
 MT0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0213.degrees latitude (g = 980.6199 gals.).
 MT0213
 MT0213.The modeled gravity was interpolated from observed gravity values.
 MT0213
 MT0213;                    North         East    Units  Estimated Accuracy
 MT0213;SPC NV E     - 8,713,350.      273,110.      MT  (+/- 180 meters Scaled)
 MT0213
 MT0213                          SUPERSEDED SURVEY CONTROL
 MT0213
 MT0213  NGVD 29 (??/??/92) 1860.850  (m)         6105.14   (f) ADJ UNCH    1 2
 MT0213
 MT0213.Superseded values are not recommended for survey control.
 MT0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0213.See file dsdata.txt to determine how the superseded data were derived.
 MT0213
 MT0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF919606(NAD 83)
 MT0213_MARKER: Z = SEE DESCRIPTION
 MT0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0213+STABILITY: SURFACE MOTION
 MT0213
 MT0213  HISTORY     - Date     Condition        Report By
 MT0213  HISTORY     - UNK      MONUMENTED       CGS
 MT0213  HISTORY     - 1934     GOOD             NGS
 MT0213
 MT0213                          STATION DESCRIPTION
 MT0213
 MT0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0213'IN HOLBORN.
 MT0213'AT HOLBORN ELKO COUNTY NEVADA.  ABOUT 120 FT. EAST  OF SECTION CAR
 MT0213'HOUSE NO. 71.  ABOUT 50 FT. NORTH OF MAIN TRACK OF SOUTHERN PACIFIC
 MT0213'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0447 ***********************************************************************
 MT0447  DESIGNATION -  G 40
 MT0447  PID         -  MT0447
 MT0447  STATE/COUNTY-  NV/ELKO
 MT0447  USGS QUAD   -  PEKO PEAK (1982)
 MT0447
 MT0447                         *CURRENT SURVEY CONTROL
 MT0447  ___________________________________________________________________
 MT0447* NAD 83(1986)-  41 13 51.     (N)    115 23 16.     (W)     SCALED    
 MT0447* NAVD 88     -      1787.161  (meters)    5863.38   (feet)  ADJUSTED  
 MT0447  ___________________________________________________________________
 MT0447  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 MT0447  DYNAMIC HT  -        1785.687 (meters)    5858.54  (feet)  COMP
 MT0447  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 MT0447
 MT0447  VERT ORDER  -  SECOND    CLASS 0
 MT0447
 MT0447.The horizontal coordinates were scaled from a topographic map and have
 MT0447.an estimated accuracy of +/- 6 seconds.
 MT0447
 MT0447.The orthometric height was determined by differential leveling
 MT0447.and adjusted by the National Geodetic Survey in June 1991..
 MT0447
 MT0447.The geoid height was determined by GEOID03.
 MT0447
 MT0447.The dynamic height is computed by dividing the NAVD 88
 MT0447.geopotential number by the normal gravity value computed on the
 MT0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0447.degrees latitude (g = 980.6199 gals.).
 MT0447
 MT0447.The modeled gravity was interpolated from observed gravity values.
 MT0447
 MT0447;                    North         East    Units  Estimated Accuracy
 MT0447;SPC NV E     - 8,719,300.      216,390.      MT  (+/- 180 meters Scaled)
 MT0447
 MT0447                          SUPERSEDED SURVEY CONTROL
 MT0447
 MT0447  NGVD 29 (??/??/92) 1785.970  (m)         5859.47   (f) ADJ UNCH    2 0
 MT0447
 MT0447.Superseded values are not recommended for survey control.
 MT0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0447.See file dsdata.txt to determine how the superseded data were derived.
 MT0447
 MT0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF351656(NAD 83)
 MT0447_MARKER: DB = BENCH MARK DISK
 MT0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0447_STAMPING: G-40 1934
 MT0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0447+STABILITY: SURFACE MOTION
 MT0447
 MT0447  HISTORY     - Date     Condition        Report By
 MT0447  HISTORY     - 1934     MONUMENTED       CGS
 MT0447  HISTORY     - 1967     MARK NOT FOUND   USGS
 MT0447
 MT0447                          STATION DESCRIPTION
 MT0447
 MT0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0447'14.6 MI N FROM DEETH.
 MT0447'14.6 MILES NORTH OF SOUTHERN PACIFIC DEPOT AT DEETH 65 FEET WEST OF
 MT0447'FOOT OF LARGE ROUND SAND HILL.  85 FEET NORTH OF POINT WHERE ROAD
 MT0447'CURVES FROM NORTHWEST TO THE NORTH.  36 FEET EAST OF THE CENTERLINE OF
 MT0447'ROAD.
 MT0447
 MT0447                          STATION RECOVERY (1967)
 MT0447
 MT0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0431 ***********************************************************************
 GS0431  DESIGNATION -  G 405
 GS0431  PID         -  GS0431
 GS0431  STATE/COUNTY-  NV/NYE
 GS0431  USGS QUAD   -  SOUTH OF AMARGOSA VALLEY (1984)
 GS0431
 GS0431                         *CURRENT SURVEY CONTROL
 GS0431  ___________________________________________________________________
 GS0431* NAD 83(1986)-  36 31 31.     (N)    116 25 12.     (W)     SCALED    
 GS0431* NAVD 88     -       714.383  (meters)    2343.77   (feet)  ADJUSTED  
 GS0431  ___________________________________________________________________
 GS0431  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 GS0431  DYNAMIC HT  -         713.659 (meters)    2341.40  (feet)  COMP
 GS0431  MODELED GRAV-     979,595.1   (mgal)                       NAVD 88
 GS0431
 GS0431  VERT ORDER  -  FIRST     CLASS II
 GS0431
 GS0431.The horizontal coordinates were scaled from a topographic map and have
 GS0431.an estimated accuracy of +/- 6 seconds.
 GS0431
 GS0431.The orthometric height was determined by differential leveling
 GS0431.and adjusted by the National Geodetic Survey in June 1991..
 GS0431
 GS0431.The geoid height was determined by GEOID03.
 GS0431
 GS0431.The dynamic height is computed by dividing the NAVD 88
 GS0431.geopotential number by the normal gravity value computed on the
 GS0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0431.degrees latitude (g = 980.6199 gals.).
 GS0431
 GS0431.The modeled gravity was interpolated from observed gravity values.
 GS0431
 GS0431;                    North         East    Units  Estimated Accuracy
 GS0431;SPC NV C     - 6,196,980.      522,090.      MT  (+/- 180 meters Scaled)
 GS0431
 GS0431                          SUPERSEDED SURVEY CONTROL
 GS0431
 GS0431  NGVD 29 (05/01/91)  713.589  (m)         2341.17   (f) ADJUSTED    1 2
 GS0431
 GS0431.Superseded values are not recommended for survey control.
 GS0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0431.See file dsdata.txt to determine how the superseded data were derived.
 GS0431
 GS0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA519423(NAD 83)
 GS0431_MARKER: I = METAL ROD
 GS0431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0431_SP_SET: STAINLESS STEEL ROD
 GS0431_STAMPING: G 405 1982
 GS0431_MARK LOGO: NGS   
 GS0431_PROJECTION: FLUSH
 GS0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0431+STABILITY: POSITION/ELEVATION WELL
 GS0431_ROD/PIPE-DEPTH: 4.7  meters
 GS0431
 GS0431  HISTORY     - Date     Condition        Report By
 GS0431  HISTORY     - 1982     MONUMENTED       NGS
 GS0431
 GS0431                          STATION DESCRIPTION
 GS0431
 GS0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0431'13.4 KM(8.4 MI) SOUTH FROM LATHROP WELLS.
 GS0431'13.4 KM (8.4 MI) SOUTH ALONG STATE HIGHWAY 373 FROM THE JUNCTION OF US
 GS0431'HIGHWAY 95 AT LATHROP WELLS, 113.2 METERS (371 FT) NORTH OF MILE POST
 GS0431'8, 59.5 METERS (195 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 11.1
 GS0431'METERS (36.5 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 18.4 METERS
 GS0431'(60.5 FT) SOUTH OF AND ACROSS THE ROAD FROM A T JUNCTION OF POWER LINE
 GS0431'POLE, 1.5 METERS (4.5 FT) EAST OF A GUY POLE.
 GS0431'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 GS0431'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1375 ***********************************************************************
 GR1375  DESIGNATION -  G 406
 GR1375  PID         -  GR1375
 GR1375  STATE/COUNTY-  NV/CLARK
 GR1375  USGS QUAD   -  OVERTON NW (1983)
 GR1375
 GR1375                         *CURRENT SURVEY CONTROL
 GR1375  ___________________________________________________________________
 GR1375* NAD 83(1986)-  36 41 52.     (N)    114 29 44.     (W)     SCALED    
 GR1375* NAVD 88     -       627.912  (meters)    2060.07   (feet)  ADJUSTED  
 GR1375  ___________________________________________________________________
 GR1375  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GR1375  DYNAMIC HT  -         627.301 (meters)    2058.07  (feet)  COMP
 GR1375  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 GR1375
 GR1375  VERT ORDER  -  FIRST     CLASS II
 GR1375
 GR1375.The horizontal coordinates were scaled from a topographic map and have
 GR1375.an estimated accuracy of +/- 6 seconds.
 GR1375
 GR1375.The orthometric height was determined by differential leveling
 GR1375.and adjusted by the National Geodetic Survey in June 1991..
 GR1375
 GR1375.The geoid height was determined by GEOID03.
 GR1375
 GR1375.The dynamic height is computed by dividing the NAVD 88
 GR1375.geopotential number by the normal gravity value computed on the
 GR1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1375.degrees latitude (g = 980.6199 gals.).
 GR1375
 GR1375.The modeled gravity was interpolated from observed gravity values.
 GR1375
 GR1375;                    North         East    Units  Estimated Accuracy
 GR1375;SPC NV E     - 8,216,640.      297,200.      MT  (+/- 180 meters Scaled)
 GR1375
 GR1375                          SUPERSEDED SURVEY CONTROL
 GR1375
 GR1375.No superseded survey control is available for this station.
 GR1375
 GR1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA237642(NAD 83)
 GR1375_MARKER: DB = BENCH MARK DISK
 GR1375_SETTING: 66 = SET IN ROCK OUTCROP
 GR1375_SP_SET: ROCK OUTCROP
 GR1375_STAMPING: G 406 1983
 GR1375_MARK LOGO: NGS   
 GR1375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1375+STABILITY: POSITION/ELEVATION WELL
 GR1375
 GR1375  HISTORY     - Date     Condition        Report By
 GR1375  HISTORY     - 1983     MONUMENTED       NGS
 GR1375
 GR1375                          STATION DESCRIPTION
 GR1375
 GR1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1375'8.2 KM (5.1 MI) NE FROM GLENDALE.
 GR1375'8.25 KM (5.15 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR1375'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, IN TOP OF THE
 GR1375'SOUTHWEST EDGE OF A 6 BY 9 FOOT LIMESTONE OUTCROP FLUSH WITH THE
 GR1375'SURFACE OF THE GROUND AT A NORTH BOUND REST AREA, 0.45 KM (0.3 MI)
 GR1375'NORTHEAST OF MILEPOST 96, 50.2 METERS (164.5 FT) SOUTHEAST OF THE
 GR1375'NORTH BOUND CENTERLINE, 52.7 METERS (173 FT) NORTHEAST OF THE
 GR1375'NORTHEAST END OF A STEEL PIPE BRACE IN THE RIGHT OF WAY FENCE, 35.0
 GR1375'METERS (115 FT) SOUTHEAST OF THE NORTHEAST END OF A STEEL PIPE BRACE
 GR1375'IN THE 6 FOOT CHAIN LINK DIVIDER FENCE BETWEEN THE HIGHWAY AND THE
 GR1375'REST AREA, 29.4 METERS (96.5 FT) SOUTHEAST OF THE CENTER OF THE REST
 GR1375'AREA ROAD, 10.6 METERS (35 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 GR1375'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 GR1375'THE MARK IS 0.6 M BELOW THE REST AREA ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1341 ***********************************************************************
 GR1341  DESIGNATION -  G 407
 GR1341  PID         -  GR1341
 GR1341  STATE/COUNTY-  NV/CLARK
 GR1341  USGS QUAD   -  INDIAN SPRINGS SE (1982)
 GR1341
 GR1341                         *CURRENT SURVEY CONTROL
 GR1341  ___________________________________________________________________
 GR1341* NAD 83(1986)-  36 31 42.     (N)    115 33 19.     (W)     SCALED    
 GR1341* NAVD 88     -       970.513  (meters)    3184.09   (feet)  ADJUSTED  
 GR1341  ___________________________________________________________________
 GR1341  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 GR1341  DYNAMIC HT  -         969.472 (meters)    3180.68  (feet)  COMP
 GR1341  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 GR1341
 GR1341  VERT ORDER  -  FIRST     CLASS II
 GR1341
 GR1341.The horizontal coordinates were scaled from a topographic map and have
 GR1341.an estimated accuracy of +/- 6 seconds.
 GR1341
 GR1341.The orthometric height was determined by differential leveling
 GR1341.and adjusted by the National Geodetic Survey in June 1991..
 GR1341
 GR1341.The geoid height was determined by GEOID03.
 GR1341
 GR1341.The dynamic height is computed by dividing the NAVD 88
 GR1341.geopotential number by the normal gravity value computed on the
 GR1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1341.degrees latitude (g = 980.6199 gals.).
 GR1341
 GR1341.The modeled gravity was interpolated from observed gravity values.
 GR1341
 GR1341;                    North         East    Units  Estimated Accuracy
 GR1341;SPC NV E     - 8,197,290.      202,510.      MT  (+/- 180 meters Scaled)
 GR1341
 GR1341                          SUPERSEDED SURVEY CONTROL
 GR1341
 GR1341  NGVD 29 (05/01/91)  969.709  (m)         3181.45   (f) ADJUSTED    1 2
 GR1341
 GR1341.Superseded values are not recommended for survey control.
 GR1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1341.See file dsdata.txt to determine how the superseded data were derived.
 GR1341
 GR1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA293435(NAD 83)
 GR1341_MARKER: I = METAL ROD
 GR1341_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1341_SP_SET: STAINLESS STEEL ROD
 GR1341_STAMPING: G 407 1983
 GR1341_MARK LOGO: NGS   
 GR1341_PROJECTION: FLUSH
 GR1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1341_ROD/PIPE-DEPTH: 4.6  meters
 GR1341
 GR1341  HISTORY     - Date     Condition        Report By
 GR1341  HISTORY     - 1983     MONUMENTED       NGS
 GR1341
 GR1341                          STATION DESCRIPTION
 GR1341
 GR1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1341'11.8 KM (7.3 MI) SE FROM INDIAN SPRINGS.
 GR1341'11.8 KM (7.3 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 GR1341'INDIAN SPRINGS, 0.85 KM (0.55 MI) NORTHWEST OF THE JUNCTION OF A PAVED
 GR1341'ROAD LEADING SOUTHWEST TO PRISON, 61.0 METERS (200 FT) NORTH OF
 GR1341'MILEPOST 112, 34.6 METERS (113.5 FT) NORTHEAST OF THE NORTH BOUND
 GR1341'CENTERLINE, 58.5 METERS (192 FT) EAST OF THE SOUTHEAST END OF THE
 GR1341'NORTHEAST HEADWALL FOR A 30-INCH CORRUGATED METAL PIPE CULVERT.
 GR1341'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 GR1341'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0450 ***********************************************************************
 GS0450  DESIGNATION -  G 408
 GS0450  PID         -  GS0450
 GS0450  STATE/COUNTY-  NV/NYE
 GS0450  USGS QUAD   -  POINT OF ROCKS (1984)
 GS0450
 GS0450                         *CURRENT SURVEY CONTROL
 GS0450  ___________________________________________________________________
 GS0450* NAD 83(1986)-  36 35 31.     (N)    116 01 56.     (W)     SCALED    
 GS0450* NAVD 88     -       972.157  (meters)    3189.49   (feet)  ADJUSTED  
 GS0450  ___________________________________________________________________
 GS0450  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GS0450  DYNAMIC HT  -         971.143 (meters)    3186.16  (feet)  COMP
 GS0450  MODELED GRAV-     979,555.7   (mgal)                       NAVD 88
 GS0450
 GS0450  VERT ORDER  -  FIRST     CLASS I
 GS0450
 GS0450.The horizontal coordinates were scaled from a topographic map and have
 GS0450.an estimated accuracy of +/- 6 seconds.
 GS0450
 GS0450.The orthometric height was determined by differential leveling
 GS0450.and adjusted by the National Geodetic Survey in May 2004..
 GS0450
 GS0450.The geoid height was determined by GEOID03.
 GS0450
 GS0450.The dynamic height is computed by dividing the NAVD 88
 GS0450.geopotential number by the normal gravity value computed on the
 GS0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0450.degrees latitude (g = 980.6199 gals.).
 GS0450
 GS0450.The modeled gravity was interpolated from observed gravity values.
 GS0450
 GS0450;                    North         East    Units  Estimated Accuracy
 GS0450;SPC NV C     - 6,204,540.      556,770.      MT  (+/- 180 meters Scaled)
 GS0450
 GS0450                          SUPERSEDED SURVEY CONTROL
 GS0450
 GS0450  NAVD 88 (06/15/91)  972.165  (m)         3189.51   (f) UNKNOWN     1 1
 GS0450  NGVD 29 (05/01/91)  971.340  (m)         3186.80   (f) ADJUSTED    1 1
 GS0450
 GS0450.Superseded values are not recommended for survey control.
 GS0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0450.See file dsdata.txt to determine how the superseded data were derived.
 GS0450
 GS0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA865500(NAD 83)
 GS0450_MARKER: I = METAL ROD
 GS0450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0450_SP_SET: STAINLESS STEEL ROD
 GS0450_STAMPING: G 408 1983
 GS0450_MARK LOGO: NGS   
 GS0450_PROJECTION: FLUSH
 GS0450_MAGNETIC: I = MARKER IS A STEEL ROD
 GS0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0450_ROD/PIPE-DEPTH: 4.7  meters
 GS0450
 GS0450  HISTORY     - Date     Condition        Report By
 GS0450  HISTORY     - 1983     MONUMENTED       NGS
 GS0450  HISTORY     - 1986     GOOD             USGS
 GS0450  HISTORY     - 1988     GOOD             USGS
 GS0450  HISTORY     - 19910702 GOOD             USGS
 GS0450  HISTORY     - 19930414 GOOD             USGS
 GS0450  HISTORY     - 19950414 GOOD             USGS
 GS0450
 GS0450                          STATION DESCRIPTION
 GS0450
 GS0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0450'35.7 KM (22.3 MI) SE FROM LATHROP WELLS.
 GS0450'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 GS0450'35.7 KM (22.3 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0450'STATE HIGHWAY 373 IN LATHROP WELLS, 3.2 KM (2.0 MI) WEST OF THE
 GS0450'JUNCTION OF THE MERCURY HIGHWAY, 0.43 KM (0.25 MI) EAST OF A PROMINENT
 GS0450'STORAGE TANK, 56.7 METERS (186 FT) NORTH OF MILEPOST 8, 61.0 METERS
 GS0450'(200 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.6 METER (2 FT) SOUTH OF
 GS0450'THE EAST ONE OF TWO WOODEN FENCE BRACES.
 GS0450
 GS0450                          STATION RECOVERY (1986)
 GS0450
 GS0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0450'RECOVERED IN GOOD CONDITION.  LATHROP WELLS IS NOW AMARGOSA VALLEY.
 GS0450
 GS0450                          STATION RECOVERY (1988)
 GS0450
 GS0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0450'RECOVERED IN GOOD CONDITION.
 GS0450
 GS0450                          STATION RECOVERY (1991)
 GS0450
 GS0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0450'35.7 KM (22.2 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0450'STATE HIGHWAY 373 IN LATHROP WELLS, 3.2 KM (2.0 MI) WEST OF THE
 GS0450'JUNCTION OF THE MERCURY HIGHWAY, 0.43 KM (0.27 MI) EAST OF A
 GS0450'PROMINENT STORAGE TANK, 56.7 METERS NORTH OF MILEPOST 8, 61.0 METERS
 GS0450'NORTH OF THE HIGHWAY CENTERLINE, 0.6 METER SOUTH OF THE EAST ONE OF
 GS0450'TWO WOODEN FENCE BRACES.  LATHROP WELLS IS NOW AMARGOSA VALLEY.
 GS0450
 GS0450                          STATION RECOVERY (1993)
 GS0450
 GS0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0450'35.7 KM (22.20 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0450'STATE HIGHWAY 373 IN AMARGOSA VALLEY, 3.2 KM (2.00 MI) WEST OF THE
 GS0450'JUNCTION OF THE MERCURY HIGHWAY, 0.43 KM (0.25 MI) EAST OF A
 GS0450'PROMINENT STORAGE TANK, 56.7 METERS (186.0 FT) NORTH OF MILEPOST 8,
 GS0450'61.0 METERS (200.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.6 METER
 GS0450'(2.0 FT) SOUTH OF THE EAST ONE OF TWO WOODEN FENCE BRACES.
 GS0450
 GS0450                          STATION RECOVERY (1995)
 GS0450
 GS0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0450'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0483 ***********************************************************************
 GS0483  DESIGNATION -  G 409
 GS0483  PID         -  GS0483
 GS0483  STATE/COUNTY-  NV/NYE
 GS0483  USGS QUAD   -  CARRARA CANYON (1987)
 GS0483
 GS0483                         *CURRENT SURVEY CONTROL
 GS0483  ___________________________________________________________________
 GS0483* NAD 83(1986)-  36 45 12.     (N)    116 39 34.     (W)     SCALED    
 GS0483* NAVD 88     -       828.235  (meters)    2717.30   (feet)  ADJUSTED  
 GS0483  ___________________________________________________________________
 GS0483  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 GS0483  DYNAMIC HT  -         827.404 (meters)    2714.57  (feet)  COMP
 GS0483  MODELED GRAV-     979,600.2   (mgal)                       NAVD 88
 GS0483
 GS0483  VERT ORDER  -  FIRST     CLASS II
 GS0483
 GS0483.The horizontal coordinates were scaled from a topographic map and have
 GS0483.an estimated accuracy of +/- 6 seconds.
 GS0483
 GS0483.The orthometric height was determined by differential leveling
 GS0483.and adjusted by the National Geodetic Survey in June 1991..
 GS0483
 GS0483.The geoid height was determined by GEOID03.
 GS0483
 GS0483.The dynamic height is computed by dividing the NAVD 88
 GS0483.geopotential number by the normal gravity value computed on the
 GS0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0483.degrees latitude (g = 980.6199 gals.).
 GS0483
 GS0483.The modeled gravity was interpolated from observed gravity values.
 GS0483
 GS0483;                    North         East    Units  Estimated Accuracy
 GS0483;SPC NV C     - 6,222,260.      500,650.      MT  (+/- 180 meters Scaled)
 GS0483
 GS0483                          SUPERSEDED SURVEY CONTROL
 GS0483
 GS0483  NGVD 29 (05/01/91)  827.393  (m)         2714.54   (f) ADJUSTED    1 2
 GS0483
 GS0483.Superseded values are not recommended for survey control.
 GS0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0483.See file dsdata.txt to determine how the superseded data were derived.
 GS0483
 GS0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA303675(NAD 83)
 GS0483_MARKER: I = METAL ROD
 GS0483_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GS0483_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GS0483_STAMPING: G 409 1983
 GS0483_MARK LOGO: NGS   
 GS0483_PROJECTION: FLUSH
 GS0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0483+STABILITY: POSITION/ELEVATION WELL
 GS0483_ROD/PIPE-DEPTH: 13.4 meters
 GS0483_SLEEVE-DEPTH  : 8.8 meters
 GS0483
 GS0483  HISTORY     - Date     Condition        Report By
 GS0483  HISTORY     - 1983     MONUMENTED       NGS
 GS0483
 GS0483                          STATION DESCRIPTION
 GS0483
 GS0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0483'20.5 KM (12.8 MI) SE FROM BEATTY.
 GS0483'20.5 KM (12.8 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0483'STATE HIGHWAY 374 IN BEATTY, IN THE EAST CORNER OF THE T JUNCTION OF A
 GS0483'DIRT ROAD LEADING NORTHEAST, 0.15 KM (0.1 MI) SOUTHEAST OF MILEPOST
 GS0483'47, 59.4 METERS (195 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 GS0483'10.6 METERS (35 FT) SOUTH OF A TELEPHONE POLE, 9.7 METERS (32 FT)
 GS0483'SOUTHEAST OF THE CENTER OF THE DIRT ROAD, 1.6 METERS (5.5 FT)
 GS0483'SOUTHWEST OF THE RIGHT OF WAY FENCE.
 GS0483'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 GS0483'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0390 ***********************************************************************
 MT0390  DESIGNATION -  G 41
 MT0390  PID         -  MT0390
 MT0390  STATE/COUNTY-  NV/ELKO
 MT0390  USGS QUAD   -  JARBIDGE SOUTH (1986)
 MT0390
 MT0390                         *CURRENT SURVEY CONTROL
 MT0390  ___________________________________________________________________
 MT0390* NAD 83(1986)-  41 52 07.     (N)    115 25 50.     (W)     SCALED    
 MT0390* NAVD 88     -      1903.625  (meters)    6245.48   (feet)  ADJUSTED  
 MT0390  ___________________________________________________________________
 MT0390  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 MT0390  DYNAMIC HT  -        1902.119 (meters)    6240.54  (feet)  COMP
 MT0390  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 MT0390
 MT0390  VERT ORDER  -  SECOND    CLASS 0
 MT0390
 MT0390.The horizontal coordinates were scaled from a topographic map and have
 MT0390.an estimated accuracy of +/- 6 seconds.
 MT0390
 MT0390.The orthometric height was determined by differential leveling
 MT0390.and adjusted by the National Geodetic Survey in June 1991..
 MT0390
 MT0390.The geoid height was determined by GEOID03.
 MT0390
 MT0390.The dynamic height is computed by dividing the NAVD 88
 MT0390.geopotential number by the normal gravity value computed on the
 MT0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0390.degrees latitude (g = 980.6199 gals.).
 MT0390
 MT0390.The modeled gravity was interpolated from observed gravity values.
 MT0390
 MT0390;                    North         East    Units  Estimated Accuracy
 MT0390;SPC NV E     - 8,790,120.      212,680.      MT  (+/- 180 meters Scaled)
 MT0390
 MT0390                          SUPERSEDED SURVEY CONTROL
 MT0390
 MT0390  NGVD 29 (??/??/92) 1902.397  (m)         6241.45   (f) ADJ UNCH    2 0
 MT0390
 MT0390.Superseded values are not recommended for survey control.
 MT0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0390.See file dsdata.txt to determine how the superseded data were derived.
 MT0390
 MT0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG302363(NAD 83)
 MT0390_MARKER: DB = BENCH MARK DISK
 MT0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MT0390_SP_SET: FOUNDATION
 MT0390_STAMPING: G-41 1934
 MT0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0390
 MT0390  HISTORY     - Date     Condition        Report By
 MT0390  HISTORY     - 1934     MONUMENTED       CGS
 MT0390
 MT0390                          STATION DESCRIPTION
 MT0390
 MT0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0390'IN JARBIDGE.
 MT0390'IN CONCRETE FOUNDATION OF SOUTHWEST CORNER OF ELCORA MINING CO.
 MT0390'DORMITORY.  88 FEET NORTHEAST OF SMALL WOODEN PRIVATE BRIDGE OVER
 MT0390'JARBIDGE RIVER.  6 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0429 ***********************************************************************
 JQ0429  DESIGNATION -  G 410
 JQ0429  PID         -  JQ0429
 JQ0429  STATE/COUNTY-  NV/ESMERALDA
 JQ0429  USGS QUAD   -  TONOPAH (1982)
 JQ0429
 JQ0429                         *CURRENT SURVEY CONTROL
 JQ0429  ___________________________________________________________________
 JQ0429* NAD 83(1986)-  38 01 48.     (N)    117 14 17.     (W)     SCALED    
 JQ0429* NAVD 88     -      1813.151  (meters)    5948.65   (feet)  ADJUSTED  
 JQ0429  ___________________________________________________________________
 JQ0429  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 JQ0429  DYNAMIC HT  -        1811.120 (meters)    5941.98  (feet)  COMP
 JQ0429  MODELED GRAV-     979,444.9   (mgal)                       NAVD 88
 JQ0429
 JQ0429  VERT ORDER  -  FIRST     CLASS II
 JQ0429
 JQ0429.The horizontal coordinates were scaled from a topographic map and have
 JQ0429.an estimated accuracy of +/- 6 seconds.
 JQ0429
 JQ0429.The orthometric height was determined by differential leveling
 JQ0429.and adjusted by the National Geodetic Survey in June 1991..
 JQ0429
 JQ0429.The geoid height was determined by GEOID03.
 JQ0429
 JQ0429.The dynamic height is computed by dividing the NAVD 88
 JQ0429.geopotential number by the normal gravity value computed on the
 JQ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0429.degrees latitude (g = 980.6199 gals.).
 JQ0429
 JQ0429.The modeled gravity was interpolated from observed gravity values.
 JQ0429
 JQ0429;                    North         East    Units  Estimated Accuracy
 JQ0429;SPC NV W     - 4,364,790.      918,100.      MT  (+/- 180 meters Scaled)
 JQ0429
 JQ0429                          SUPERSEDED SURVEY CONTROL
 JQ0429
 JQ0429  NGVD 29 (05/01/91) 1811.937  (m)         5944.66   (f) ADJUSTED    1 2
 JQ0429
 JQ0429.Superseded values are not recommended for survey control.
 JQ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0429.See file dsdata.txt to determine how the superseded data were derived.
 JQ0429
 JQ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC791091(NAD 83)
 JQ0429_MARKER: DB = BENCH MARK DISK
 JQ0429_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0429_SP_SET: ROCK OUTCROP
 JQ0429_STAMPING: G 410 1983
 JQ0429_MARK LOGO: NGS   
 JQ0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0429+STABILITY: POSITION/ELEVATION WELL
 JQ0429
 JQ0429  HISTORY     - Date     Condition        Report By
 JQ0429  HISTORY     - 1983     MONUMENTED       NGS
 JQ0429
 JQ0429                          STATION DESCRIPTION
 JQ0429
 JQ0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JQ0429'4.3 KM (2.7 MI) SOUTH FROM TONOPAH.
 JQ0429'4.3 KM (2.7 MI) SOUTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 JQ0429'HIGHWAY 6 IN TONOPAH, IN TOP OF A MASSIVE YELLOW OUTCROP AT THE NORTH
 JQ0429'END OF A LOW CUT, 0.2 KM (0.1 MI) SOUTHWEST OF A CATTLE GUARD FOR THE
 JQ0429'OLD HIGHWAY, 0.3 KM (0.2 MI) SOUTH OF A STOP SIGN FOR THE OLD HIGHWAY,
 JQ0429'22.5 METERS (74 FT) WEST OF THE HIGHWAY CENTERLINE, 23.4 METERS (77
 JQ0429'FT) NORTHEAST OF A GRAVE WITH A WOODEN CROSS MARKED JOHN SALOW.
 JQ0429'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 JQ0429'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0831 ***********************************************************************
 HQ0831  DESIGNATION -  G 411
 HQ0831  PID         -  HQ0831
 HQ0831  STATE/COUNTY-  NV/ESMERALDA
 HQ0831  USGS QUAD   -  RALSTON (1988)
 HQ0831
 HQ0831                         *CURRENT SURVEY CONTROL
 HQ0831  ___________________________________________________________________
 HQ0831* NAD 83(1986)-  37 33 12.     (N)    117 11 59.     (W)     SCALED    
 HQ0831* NAVD 88     -      1516.803  (meters)    4976.38   (feet)  ADJUSTED  
 HQ0831  ___________________________________________________________________
 HQ0831  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 HQ0831  DYNAMIC HT  -        1515.119 (meters)    4970.85  (feet)  COMP
 HQ0831  MODELED GRAV-     979,467.0   (mgal)                       NAVD 88
 HQ0831
 HQ0831  VERT ORDER  -  FIRST     CLASS II
 HQ0831
 HQ0831.The horizontal coordinates were scaled from a topographic map and have
 HQ0831.an estimated accuracy of +/- 6 seconds.
 HQ0831
 HQ0831.The orthometric height was determined by differential leveling
 HQ0831.and adjusted by the National Geodetic Survey in June 1991..
 HQ0831
 HQ0831.The geoid height was determined by GEOID03.
 HQ0831
 HQ0831.The dynamic height is computed by dividing the NAVD 88
 HQ0831.geopotential number by the normal gravity value computed on the
 HQ0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0831.degrees latitude (g = 980.6199 gals.).
 HQ0831
 HQ0831.The modeled gravity was interpolated from observed gravity values.
 HQ0831
 HQ0831;                    North         East    Units  Estimated Accuracy
 HQ0831;SPC NV W     - 4,311,930.      922,250.      MT  (+/- 180 meters Scaled)
 HQ0831
 HQ0831                          SUPERSEDED SURVEY CONTROL
 HQ0831
 HQ0831  NGVD 29 (05/01/91) 1515.703  (m)         4972.77   (f) ADJUSTED    1 2
 HQ0831
 HQ0831.Superseded values are not recommended for survey control.
 HQ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0831.See file dsdata.txt to determine how the superseded data were derived.
 HQ0831
 HQ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB823562(NAD 83)
 HQ0831_MARKER: I = METAL ROD
 HQ0831_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HQ0831_SP_SET: STAINLESS STEEL ROD
 HQ0831_STAMPING: G 411 1983
 HQ0831_MARK LOGO: NGS   
 HQ0831_PROJECTION: FLUSH
 HQ0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0831_ROD/PIPE-DEPTH: 8.5  meters
 HQ0831
 HQ0831  HISTORY     - Date     Condition        Report By
 HQ0831  HISTORY     - 1983     MONUMENTED       NGS
 HQ0831
 HQ0831                          STATION DESCRIPTION
 HQ0831
 HQ0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0831'17.9 KM (11.1 MI) SOUTH FROM GOLDFIELD.
 HQ0831'17.9 KM (11.1 MI) SOUTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0831'GOLDFIELD, AT THE SOUTH EDGE OF A WASH AREA AND AT THE NORTH END OF A
 HQ0831'LOW CUT, 27.4 METERS (90 FT) WEST OF THE HIGHWAY CENTERLINE, 39.6
 HQ0831'METERS (130 FT) EAST OF THE RIGHT-OF-WAY FENCE.
 HQ0831'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 HQ0831'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0803 ***********************************************************************
 HQ0803  DESIGNATION -  G 412
 HQ0803  PID         -  HQ0803
 HQ0803  STATE/COUNTY-  NV/NYE
 HQ0803  USGS QUAD   -  SPRINGDALE NW (1986)
 HQ0803
 HQ0803                         *CURRENT SURVEY CONTROL
 HQ0803  ___________________________________________________________________
 HQ0803* NAD 83(1986)-  37 13 40.     (N)    116 58 53.     (W)     SCALED    
 HQ0803* NAVD 88     -      1243.506  (meters)    4079.74   (feet)  ADJUSTED  
 HQ0803  ___________________________________________________________________
 HQ0803  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 HQ0803  DYNAMIC HT  -        1242.151 (meters)    4075.29  (feet)  COMP
 HQ0803  MODELED GRAV-     979,498.8   (mgal)                       NAVD 88
 HQ0803
 HQ0803  VERT ORDER  -  FIRST     CLASS II
 HQ0803
 HQ0803.The horizontal coordinates were scaled from a topographic map and have
 HQ0803.an estimated accuracy of +/- 6 seconds.
 HQ0803
 HQ0803.The orthometric height was determined by differential leveling
 HQ0803.and adjusted by the National Geodetic Survey in June 1991..
 HQ0803
 HQ0803.The geoid height was determined by GEOID03.
 HQ0803
 HQ0803.The dynamic height is computed by dividing the NAVD 88
 HQ0803.geopotential number by the normal gravity value computed on the
 HQ0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0803.degrees latitude (g = 980.6199 gals.).
 HQ0803
 HQ0803.The modeled gravity was interpolated from observed gravity values.
 HQ0803
 HQ0803;                    North         East    Units  Estimated Accuracy
 HQ0803;SPC NV C     - 6,274,950.      472,070.      MT  (+/- 180 meters Scaled)
 HQ0803
 HQ0803                          SUPERSEDED SURVEY CONTROL
 HQ0803
 HQ0803  NGVD 29 (05/01/91) 1242.493  (m)         4076.41   (f) ADJUSTED    1 2
 HQ0803
 HQ0803.Superseded values are not recommended for survey control.
 HQ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0803.See file dsdata.txt to determine how the superseded data were derived.
 HQ0803
 HQ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB016201(NAD 83)
 HQ0803_MARKER: I = METAL ROD
 HQ0803_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HQ0803_SP_SET: STAINLESS STEEL ROD
 HQ0803_STAMPING: G 412 1983
 HQ0803_MARK LOGO: NGS   
 HQ0803_PROJECTION: FLUSH
 HQ0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0803_ROD/PIPE-DEPTH: 7.3  meters
 HQ0803
 HQ0803  HISTORY     - Date     Condition        Report By
 HQ0803  HISTORY     - 1983     MONUMENTED       NGS
 HQ0803
 HQ0803                          STATION DESCRIPTION
 HQ0803
 HQ0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0803'46.8 KM (29.2 MI) NORTH FROM BEATTY.
 HQ0803'46.8 KM (29.25 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 HQ0803'STATE HIGHWAY 374 IN BEATTY, 10.0 KM (6.25 MI) SOUTHEST OF THE
 HQ0803'T-JUNCTION OF STATE HIGHWAY 267 AND SCOTTYS JUNCTION, 66.1 METERS (217
 HQ0803'FT) WEST OF MILEPOST 89, 60.4 METERS (198 FT) SOUTHWEST OF THE HIGHWAY
 HQ0803'CENTERLINE, 2.4 METERS (8 FT) NORTH OF A POWER POLE, 0.5 METER (1.5
 HQ0803'FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 HQ0803'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 HQ0803'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0339 ***********************************************************************
 MU0339  DESIGNATION -  G 413
 MU0339  PID         -  MU0339
 MU0339  STATE/COUNTY-  NV/ELKO
 MU0339  USGS QUAD   -  BULL RUN RESERVOIR (1987)
 MU0339
 MU0339                         *CURRENT SURVEY CONTROL
 MU0339  ___________________________________________________________________
 MU0339* NAD 83(1986)-  41 39 00.     (N)    116 12 57.     (W)     SCALED    
 MU0339* NAVD 88     -      1699.842  (meters)    5576.90   (feet)  ADJUSTED  
 MU0339  ___________________________________________________________________
 MU0339  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 MU0339  DYNAMIC HT  -        1698.535 (meters)    5572.61  (feet)  COMP
 MU0339  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 MU0339
 MU0339  VERT ORDER  -  FIRST     CLASS II
 MU0339
 MU0339.The horizontal coordinates were scaled from a topographic map and have
 MU0339.an estimated accuracy of +/- 6 seconds.
 MU0339
 MU0339.The orthometric height was determined by differential leveling
 MU0339.and adjusted by the National Geodetic Survey in June 1991..
 MU0339
 MU0339.The geoid height was determined by GEOID03.
 MU0339
 MU0339.The dynamic height is computed by dividing the NAVD 88
 MU0339.geopotential number by the normal gravity value computed on the
 MU0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0339.degrees latitude (g = 980.6199 gals.).
 MU0339
 MU0339.The modeled gravity was interpolated from observed gravity values.
 MU0339
 MU0339;                    North         East    Units  Estimated Accuracy
 MU0339;SPC NV E     - 8,766,020.      147,320.      MT  (+/- 180 meters Scaled)
 MU0339
 MU0339                          SUPERSEDED SURVEY CONTROL
 MU0339
 MU0339.No superseded survey control is available for this station.
 MU0339
 MU0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG652112(NAD 83)
 MU0339_MARKER: I = METAL ROD
 MU0339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0339_SP_SET: STAINLESS STEEL ROD
 MU0339_STAMPING: G 413 1983
 MU0339_MARK LOGO: NGS   
 MU0339_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0339+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 MU0339
 MU0339  HISTORY     - Date     Condition        Report By
 MU0339  HISTORY     - 1983     MONUMENTED       NGS
 MU0339  HISTORY     - 19840601 GOOD             NGS
 MU0339  HISTORY     - 20011019 GOOD             NVGS
 MU0339
 MU0339                          STATION DESCRIPTION
 MU0339
 MU0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0339'LOCATION--44.8 KM (27.8 MI) SOUTH OF OWYHEE. 0.7 KM (0.45 MI) SOUTH
 MU0339'ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE 44.1 KM
 MU0339'(27.4 MI) SOUTH ALONG STATE HIGHWAY 11, 15.5 M (51 FT) SOUTHWEST OF
 MU0339'THE HIGHWAY CENTERLINE, 18.6 M (61 FT) NORTH OF A FENCE CORNER, 21.3 M
 MU0339'(70 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CATTLE GUARD AND 0.3 M
 MU0339'(1 FT) EAST OF THE RIGHT OF WAY FENCE.  A STAINLESS STEEL ROD SET TO
 MU0339'THE DEPTH OF 8.8 M ENCASED IN A PIPE FLUSH WITH THE GROUND.  ABOUT
 MU0339'LEVEL WITH THE HIGHWAY.  0.3 M NORTHEAST FROM A WITNESS POST.
 MU0339
 MU0339                          STATION RECOVERY (2001)
 MU0339
 MU0339'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 MU0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0365 ***********************************************************************
 MU0365  DESIGNATION -  G 414
 MU0365  PID         -  MU0365
 MU0365  STATE/COUNTY-  NV/ELKO
 MU0365  USGS QUAD   -  TUSCARORA (1987)
 MU0365
 MU0365                         *CURRENT SURVEY CONTROL
 MU0365  ___________________________________________________________________
 MU0365* NAD 83(1986)-  41 18 10.     (N)    116 12 29.     (W)     SCALED    
 MU0365* NAVD 88     -      1801.446  (meters)    5910.24   (feet)  ADJUSTED  
 MU0365  ___________________________________________________________________
 MU0365  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 MU0365  DYNAMIC HT  -        1799.950 (meters)    5905.34  (feet)  COMP
 MU0365  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 MU0365
 MU0365  VERT ORDER  -  FIRST     CLASS II
 MU0365
 MU0365.The horizontal coordinates were scaled from a topographic map and have
 MU0365.an estimated accuracy of +/- 6 seconds.
 MU0365
 MU0365.The orthometric height was determined by differential leveling
 MU0365.and adjusted by the National Geodetic Survey in June 1991..
 MU0365
 MU0365.The geoid height was determined by GEOID03.
 MU0365
 MU0365.The dynamic height is computed by dividing the NAVD 88
 MU0365.geopotential number by the normal gravity value computed on the
 MU0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0365.degrees latitude (g = 980.6199 gals.).
 MU0365
 MU0365.The modeled gravity was interpolated from observed gravity values.
 MU0365
 MU0365;                    North         East    Units  Estimated Accuracy
 MU0365;SPC NV E     - 8,727,460.      147,690.      MT  (+/- 180 meters Scaled)
 MU0365
 MU0365                          SUPERSEDED SURVEY CONTROL
 MU0365
 MU0365.No superseded survey control is available for this station.
 MU0365
 MU0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF662726(NAD 83)
 MU0365_MARKER: I = METAL ROD
 MU0365_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0365_SP_SET: STAINLESS STEEL ROD
 MU0365_STAMPING: G 414 1983
 MU0365_MARK LOGO: NGS   
 MU0365_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0365
 MU0365  HISTORY     - Date     Condition        Report By
 MU0365  HISTORY     - 1983     MONUMENTED       NGS
 MU0365  HISTORY     - 19840601 GOOD             NGS
 MU0365
 MU0365                          STATION DESCRIPTION
 MU0365
 MU0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0365'LOCATION--1.8 KM (1.1 MI) SE OF TUSCARORA. 1.8 KM (1.1 MI) SOUTHEAST
 MU0365'ALONG THE ELKO ROAD FROM THE POST OFFICE IN TUSCARORA, 14.3 M (47 FT)
 MU0365'SOUTH OF THE HIGHWAY CENTERLINE, 38.7 M (127 FT) SOUTH-SOUTHWEST OF
 MU0365'POWER POLE N AND 0.3 M (1 FT) NORTH OF THE RIGHT OF WAY FENCE.  A
 MU0365'STAINLESS STEEL ROD SET TO THE DEPTH OF 9.1 M ENCASED IN A PIPE FLUSH
 MU0365'WITH THE GROUND.  0.0 M BELOW THE HIGHWAY.  0.6 M NORTH FROM A WITNESS
 MU0365'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0676 ***********************************************************************
 MT0676  DESIGNATION -  G 415
 MT0676  PID         -  MT0676
 MT0676  STATE/COUNTY-  NV/ELKO
 MT0676  USGS QUAD   -  DINNER STATION (1971)
 MT0676
 MT0676                         *CURRENT SURVEY CONTROL
 MT0676  ___________________________________________________________________
 MT0676* NAD 83(1986)-  41 02 21.     (N)    115 51 52.     (W)     SCALED    
 MT0676* NAVD 88     -      1872.733  (meters)    6144.12   (feet)  ADJUSTED  
 MT0676  ___________________________________________________________________
 MT0676  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 MT0676  DYNAMIC HT  -        1871.140 (meters)    6138.90  (feet)  COMP
 MT0676  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 MT0676
 MT0676  VERT ORDER  -  FIRST     CLASS II
 MT0676
 MT0676.The horizontal coordinates were scaled from a topographic map and have
 MT0676.an estimated accuracy of +/- 6 seconds.
 MT0676
 MT0676.The orthometric height was determined by differential leveling
 MT0676.and adjusted by the National Geodetic Survey in June 1991..
 MT0676
 MT0676.The geoid height was determined by GEOID03.
 MT0676
 MT0676.The dynamic height is computed by dividing the NAVD 88
 MT0676.geopotential number by the normal gravity value computed on the
 MT0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0676.degrees latitude (g = 980.6199 gals.).
 MT0676
 MT0676.The modeled gravity was interpolated from observed gravity values.
 MT0676
 MT0676;                    North         East    Units  Estimated Accuracy
 MT0676;SPC NV E     - 8,698,030.      176,370.      MT  (+/- 180 meters Scaled)
 MT0676
 MT0676                          SUPERSEDED SURVEY CONTROL
 MT0676
 MT0676.No superseded survey control is available for this station.
 MT0676
 MT0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF954437(NAD 83)
 MT0676_MARKER: I = METAL ROD
 MT0676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0676_SP_SET: STAINLESS STEEL ROD
 MT0676_STAMPING: G 415 1983
 MT0676_MARK LOGO: NGS   
 MT0676_MAGNETIC: I = MARKER IS A STEEL ROD
 MT0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0676
 MT0676  HISTORY     - Date     Condition        Report By
 MT0676  HISTORY     - 1983     MONUMENTED       NGS
 MT0676  HISTORY     - 19840601 GOOD             NGS
 MT0676
 MT0676                          STATION DESCRIPTION
 MT0676
 MT0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MT0676'LOCATION--29.6 KM (18.4 MI) NORTH OF ELKO. 29.6 KM (18.45 MI) NORTH
 MT0676'ALONG STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80 AT ELKO,
 MT0676'32.6 M (107 FT) EAST OF THE HIGHWAY CENTERLINE, 27.4 M (90 FT) EAST OF
 MT0676'MILEPOST 46, 28.3 M (93 FT) WEST OF THE RIGHT OF WAY FENCE.  A
 MT0676'STAINLESS STEEL ROD SET TO THE DEPTH OF 4.8 M ENCASED IN A PIPE FLUSH
 MT0676'WITH THE GROUND.  ABOUT LEVEL WITH THE HIGHWAY.  0.7 M NORTH FROM A
 MT0676'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0572 ***********************************************************************
 LQ0572  DESIGNATION -  G 416
 LQ0572  PID         -  LQ0572
 LQ0572  STATE/COUNTY-  NV/ELKO
 LQ0572  USGS QUAD   -  ELKO WEST (1975)
 LQ0572
 LQ0572                         *CURRENT SURVEY CONTROL
 LQ0572  ___________________________________________________________________
 LQ0572* NAD 83(1986)-  40 50 16.     (N)    115 45 42.     (W)     SCALED    
 LQ0572* NAVD 88     -      1554.296  (meters)    5099.39   (feet)  ADJUSTED  
 LQ0572  ___________________________________________________________________
 LQ0572  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 LQ0572  DYNAMIC HT  -        1553.005 (meters)    5095.15  (feet)  COMP
 LQ0572  MODELED GRAV-     979,739.3   (mgal)                       NAVD 88
 LQ0572
 LQ0572  VERT ORDER  -  FIRST     CLASS II
 LQ0572
 LQ0572.The horizontal coordinates were scaled from a topographic map and have
 LQ0572.an estimated accuracy of +/- 6 seconds.
 LQ0572
 LQ0572.The orthometric height was determined by differential leveling
 LQ0572.and adjusted by the National Geodetic Survey in June 1991..
 LQ0572
 LQ0572.The geoid height was determined by GEOID03.
 LQ0572
 LQ0572.The dynamic height is computed by dividing the NAVD 88
 LQ0572.geopotential number by the normal gravity value computed on the
 LQ0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0572.degrees latitude (g = 980.6199 gals.).
 LQ0572
 LQ0572.The modeled gravity was interpolated from observed gravity values.
 LQ0572
 LQ0572;                    North         East    Units  Estimated Accuracy
 LQ0572;SPC NV E     - 8,675,650.      184,960.      MT  (+/- 180 meters Scaled)
 LQ0572
 LQ0572                          SUPERSEDED SURVEY CONTROL
 LQ0572
 LQ0572.No superseded survey control is available for this station.
 LQ0572
 LQ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF044214(NAD 83)
 LQ0572_MARKER: DV = VERTICAL CONTROL DISK
 LQ0572_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LQ0572_SP_SET: BUILDING
 LQ0572_STAMPING: G 416 1983
 LQ0572_MARK LOGO: NGS   
 LQ0572_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0572+STABILITY: POSITION/ELEVATION WELL
 LQ0572
 LQ0572  HISTORY     - Date     Condition        Report By
 LQ0572  HISTORY     - 1983     MONUMENTED       NGS
 LQ0572  HISTORY     - 19840601 GOOD             NGS
 LQ0572
 LQ0572                          STATION DESCRIPTION
 LQ0572
 LQ0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 LQ0572'LOCATED IN THE CITY OR TOWN OF ELKO. IN ELKO, VERTICALLY IN THE
 LQ0572'SOUTHWEST CORNER OF THE OLD HIGH SCHOOL GYM, 34.7 M (114 FT) NORTHEAST
 LQ0572'OF THE CENTER OF NINTH STREET, 53.3 M (175 FT) NORTHWEST OF THE CENTER
 LQ0572'OF COLLEGE STREET AND 10.9 M (36 FT) EAST OF THE EAST EDGE OF THE GYM
 LQ0572'STEPS.  0.9 M ABOVE THE GROUND. THIS MARK HAS BEEN DESIGNATED AS A
 LQ0572'BASIC NET A JUNCTION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0451 ***********************************************************************
 JQ0451  DESIGNATION -  G 417
 JQ0451  PID         -  JQ0451
 JQ0451  STATE/COUNTY-  NV/NYE
 JQ0451  USGS QUAD   -  STONE CABIN RANCH (1986)
 JQ0451
 JQ0451                         *CURRENT SURVEY CONTROL
 JQ0451  ___________________________________________________________________
 JQ0451* NAD 83(1986)-  38 07 58.     (N)    116 43 20.     (W)     SCALED    
 JQ0451* NAVD 88     -      1913.441  (meters)    6277.68   (feet)  ADJUSTED  
 JQ0451  ___________________________________________________________________
 JQ0451  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 JQ0451  DYNAMIC HT  -        1911.253 (meters)    6270.50  (feet)  COMP
 JQ0451  MODELED GRAV-     979,417.7   (mgal)                       NAVD 88
 JQ0451
 JQ0451  VERT ORDER  -  FIRST     CLASS II
 JQ0451
 JQ0451.The horizontal coordinates were scaled from a topographic map and have
 JQ0451.an estimated accuracy of +/- 6 seconds.
 JQ0451
 JQ0451.The orthometric height was determined by differential leveling
 JQ0451.and adjusted by the National Geodetic Survey in June 1991..
 JQ0451
 JQ0451.The geoid height was determined by GEOID03.
 JQ0451
 JQ0451.The dynamic height is computed by dividing the NAVD 88
 JQ0451.geopotential number by the normal gravity value computed on the
 JQ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0451.degrees latitude (g = 980.6199 gals.).
 JQ0451
 JQ0451.The modeled gravity was interpolated from observed gravity values.
 JQ0451
 JQ0451;                    North         East    Units  Estimated Accuracy
 JQ0451;SPC NV C     - 6,375,340.      495,130.      MT  (+/- 180 meters Scaled)
 JQ0451
 JQ0451                          SUPERSEDED SURVEY CONTROL
 JQ0451
 JQ0451.No superseded survey control is available for this station.
 JQ0451
 JQ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC243205(NAD 83)
 JQ0451_MARKER: DB = BENCH MARK DISK
 JQ0451_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0451_SP_SET: ROCK OUTCROP
 JQ0451_STAMPING: G 417 1984
 JQ0451_MARK LOGO: NGS   
 JQ0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0451
 JQ0451  HISTORY     - Date     Condition        Report By
 JQ0451  HISTORY     - 1984     MONUMENTED       NGS
 JQ0451
 JQ0451                          STATION DESCRIPTION
 JQ0451
 JQ0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0451'46.8 KM (29.3 MI) EAST FROM TONOPAH.
 JQ0451'46.8 KM (29.3 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0451'HIGHWAY 95 AT TONOPAH, IN TOP OF A 3 BY 3 FOOT PORTION OF OUTCROP, IN
 JQ0451'A CUT PROJECTING 3 FEET ABOVE THE SURFACE OF THE GROUND, 7.3 METERS
 JQ0451'(24 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 20.4 METERS (67 FT)
 JQ0451'NORTHWEST OF MILEPOST 31 AND 15.2 METERS (50 FT) SOUTHEAST OF THE
 JQ0451'NORTHWEST END OF THE CUT.
 JQ0451'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 JQ0451'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0474 ***********************************************************************
 JQ0474  DESIGNATION -  G 418
 JQ0474  PID         -  JQ0474
 JQ0474  STATE/COUNTY-  NV/NYE
 JQ0474  USGS QUAD   -  PALISADE MESA (1980)
 JQ0474
 JQ0474                         *CURRENT SURVEY CONTROL
 JQ0474  ___________________________________________________________________
 JQ0474* NAD 83(1986)-  38 24 18.     (N)    116 12 00.     (W)     SCALED    
 JQ0474* NAVD 88     -      1694.776  (meters)    5560.28   (feet)  ADJUSTED  
 JQ0474  ___________________________________________________________________
 JQ0474  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 JQ0474  DYNAMIC HT  -        1692.911 (meters)    5554.16  (feet)  COMP
 JQ0474  MODELED GRAV-     979,468.8   (mgal)                       NAVD 88
 JQ0474
 JQ0474  VERT ORDER  -  FIRST     CLASS II
 JQ0474
 JQ0474.The horizontal coordinates were scaled from a topographic map and have
 JQ0474.an estimated accuracy of +/- 6 seconds.
 JQ0474
 JQ0474.The orthometric height was determined by differential leveling
 JQ0474.and adjusted by the National Geodetic Survey in June 1991..
 JQ0474
 JQ0474.The geoid height was determined by GEOID03.
 JQ0474
 JQ0474.The dynamic height is computed by dividing the NAVD 88
 JQ0474.geopotential number by the normal gravity value computed on the
 JQ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0474.degrees latitude (g = 980.6199 gals.).
 JQ0474
 JQ0474.The modeled gravity was interpolated from observed gravity values.
 JQ0474
 JQ0474;                    North         East    Units  Estimated Accuracy
 JQ0474;SPC NV C     - 6,405,660.      540,760.      MT  (+/- 180 meters Scaled)
 JQ0474
 JQ0474                          SUPERSEDED SURVEY CONTROL
 JQ0474
 JQ0474.No superseded survey control is available for this station.
 JQ0474
 JQ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC698510(NAD 83)
 JQ0474_MARKER: I = METAL ROD
 JQ0474_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0474_SP_SET: STAINLESS STEEL ROD
 JQ0474_STAMPING: G 418 1984
 JQ0474_MARK LOGO: NGS   
 JQ0474_PROJECTION: FLUSH
 JQ0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0474_ROD/PIPE-DEPTH: 4.3  meters
 JQ0474
 JQ0474  HISTORY     - Date     Condition        Report By
 JQ0474  HISTORY     - 1984     MONUMENTED       NGS
 JQ0474
 JQ0474                          STATION DESCRIPTION
 JQ0474
 JQ0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0474'28.0 KM (17.5 MI) NE FROM WARM SPRINGS.
 JQ0474'28.05 KM (17.5 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0474'STATE HIGHWAY 375 AT WARM SPRINGS, 0.75 KM (0.45 MI) SOUTHWEST OF
 JQ0474'MILEPOST 69, 32.0 METERS (105 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE
 JQ0474'AND 53.2 METERS (174.5 FT) EAST OF THE NORTHEAST END OF THE SOUTHEAST
 JQ0474'HEADWALL FOR A 30-INCH CORRUGATED METAL PIPE CULVERT.
 JQ0474'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 JQ0474'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0295 ***********************************************************************
 JP0295  DESIGNATION -  G 419
 JP0295  PID         -  JP0295
 JP0295  STATE/COUNTY-  NV/NYE
 JP0295  USGS QUAD   -  BLUE EAGLE SPRINGS N (1990)
 JP0295
 JP0295                         *CURRENT SURVEY CONTROL
 JP0295  ___________________________________________________________________
 JP0295* NAD 83(1986)-  38 40 15.     (N)    115 33 26.     (W)     SCALED    
 JP0295* NAVD 88     -      1469.637  (meters)    4821.63   (feet)  ADJUSTED  
 JP0295  ___________________________________________________________________
 JP0295  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 JP0295  DYNAMIC HT  -        1468.106 (meters)    4816.61  (feet)  COMP
 JP0295  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 JP0295
 JP0295  VERT ORDER  -  FIRST     CLASS II
 JP0295
 JP0295.The horizontal coordinates were scaled from a topographic map and have
 JP0295.an estimated accuracy of +/- 6 seconds.
 JP0295
 JP0295.The orthometric height was determined by differential leveling
 JP0295.and adjusted by the National Geodetic Survey in June 1991..
 JP0295
 JP0295.The geoid height was determined by GEOID03.
 JP0295
 JP0295.The dynamic height is computed by dividing the NAVD 88
 JP0295.geopotential number by the normal gravity value computed on the
 JP0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0295.degrees latitude (g = 980.6199 gals.).
 JP0295
 JP0295.The modeled gravity was interpolated from observed gravity values.
 JP0295
 JP0295;                    North         East    Units  Estimated Accuracy
 JP0295;SPC NV C     - 6,435,650.      596,540.      MT  (+/- 180 meters Scaled)
 JP0295
 JP0295                          SUPERSEDED SURVEY CONTROL
 JP0295
 JP0295.No superseded survey control is available for this station.
 JP0295
 JP0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC255812(NAD 83)
 JP0295_MARKER: I = METAL ROD
 JP0295_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JP0295_SP_SET: STAINLESS STEEL ROD
 JP0295_STAMPING: G 419 1984
 JP0295_MARK LOGO: NGS   
 JP0295_PROJECTION: FLUSH
 JP0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0295_ROD/PIPE-DEPTH: 7.3  meters
 JP0295
 JP0295  HISTORY     - Date     Condition        Report By
 JP0295  HISTORY     - 1984     MONUMENTED       NGS
 JP0295
 JP0295                          STATION DESCRIPTION
 JP0295
 JP0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0295'10.9 KM (6.8 MI) SW FROM CURRANT.
 JP0295'10.9 KM (6.8 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0295'STATE HIGHWAY 379 AT CURRANT, 1.05 KM (0.6 MI) SOUTHWEST OF THE T
 JP0295'JUNCTION OF A DIRT ROAD, 0.55 KM (0.35 MI) NORTHEAST OF MILEPOST 111,
 JP0295'87.6 METERS (287.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE AND
 JP0295'4.5 METERS (15 FT) SOUTHWEST OF A TELEPHONE POLE.
 JP0295'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JP0295'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0053 ***********************************************************************
 KP0053  DESIGNATION -  G 42
 KP0053  PID         -  KP0053
 KP0053  STATE/COUNTY-  NV/WHITE PINE
 KP0053  USGS QUAD   -  MAJORS PLACE (1993)
 KP0053
 KP0053                         *CURRENT SURVEY CONTROL
 KP0053  ___________________________________________________________________
 KP0053* NAD 83(1986)-  39 02 34.     (N)    114 37 07.     (W)     SCALED    
 KP0053* NAVD 88     -      2192.550  (meters)    7193.39   (feet)  ADJUSTED  
 KP0053  ___________________________________________________________________
 KP0053  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 KP0053  DYNAMIC HT  -        2190.063 (meters)    7185.23  (feet)  COMP
 KP0053  MODELED GRAV-     979,414.6   (mgal)                       NAVD 88
 KP0053
 KP0053  VERT ORDER  -  FIRST     CLASS II
 KP0053
 KP0053.The horizontal coordinates were scaled from a topographic map and have
 KP0053.an estimated accuracy of +/- 6 seconds.
 KP0053
 KP0053.The orthometric height was determined by differential leveling
 KP0053.and adjusted by the National Geodetic Survey in June 1991..
 KP0053
 KP0053.The geoid height was determined by GEOID03.
 KP0053
 KP0053.The dynamic height is computed by dividing the NAVD 88
 KP0053.geopotential number by the normal gravity value computed on the
 KP0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0053.degrees latitude (g = 980.6199 gals.).
 KP0053
 KP0053.The modeled gravity was interpolated from observed gravity values.
 KP0053
 KP0053;                    North         East    Units  Estimated Accuracy
 KP0053;SPC NV E     - 8,476,790.      283,510.      MT  (+/- 180 meters Scaled)
 KP0053
 KP0053                          SUPERSEDED SURVEY CONTROL
 KP0053
 KP0053  NGVD 29 (??/??/92) 2191.190  (m)         7188.93   (f) ADJ UNCH    1 2
 KP0053
 KP0053.Superseded values are not recommended for survey control.
 KP0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0053.See file dsdata.txt to determine how the superseded data were derived.
 KP0053
 KP0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD060242(NAD 83)
 KP0053_MARKER: DB = BENCH MARK DISK
 KP0053_SETTING: 80 = SET IN A BOULDER
 KP0053_SP_SET: BOULDER
 KP0053_STAMPING: G 42 1934
 KP0053_MARK LOGO: CGS   
 KP0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0053+STABILITY: SURFACE MOTION
 KP0053
 KP0053  HISTORY     - Date     Condition        Report By
 KP0053  HISTORY     - 1934     MONUMENTED       CGS
 KP0053  HISTORY     - 1959     GOOD             NGS
 KP0053  HISTORY     - 19730406 GOOD             USGS
 KP0053
 KP0053                          STATION DESCRIPTION
 KP0053
 KP0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KP0053'24.9 MI SE FROM ELY.
 KP0053'24.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM THE COUNTY COURTHOUSE
 KP0053'AT ELY, AT THE SOUTHEAST END OF A TANGENT, 30 FEET NORTHEAST OF THE
 KP0053'CENTERLINE OF THE OLD PAVED HIGHWAY, 60 FEET EAST OF THE INTERSECTION
 KP0053'OF A WAGON ROAD WITH THE PAVED ROAD.  THE WAGON ROAD CROSSES THE
 KP0053'CANYON AND ENTERS A SIDE DRAIN.  THE MARK IS IN A SANDSTONE BOULDER,
 KP0053'AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G
 KP0053'42 1934.
 KP0053
 KP0053                          STATION RECOVERY (1973)
 KP0053
 KP0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KP0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0320 ***********************************************************************
 JP0320  DESIGNATION -  G 420
 JP0320  PID         -  JP0320
 JP0320  STATE/COUNTY-  NV/WHITE PINE
 JP0320  USGS QUAD   -  BADGER HOLE SPRING (1978)
 JP0320
 JP0320                         *CURRENT SURVEY CONTROL
 JP0320  ___________________________________________________________________
 JP0320* NAD 83(1986)-  38 57 55.     (N)    115 08 35.     (W)     SCALED    
 JP0320* NAVD 88     -      1834.778  (meters)    6019.60   (feet)  ADJUSTED  
 JP0320  ___________________________________________________________________
 JP0320  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 JP0320  DYNAMIC HT  -        1832.811 (meters)    6013.15  (feet)  COMP
 JP0320  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 JP0320
 JP0320  VERT ORDER  -  FIRST     CLASS II
 JP0320
 JP0320.The horizontal coordinates were scaled from a topographic map and have
 JP0320.an estimated accuracy of +/- 6 seconds.
 JP0320
 JP0320.The orthometric height was determined by differential leveling
 JP0320.and adjusted by the National Geodetic Survey in June 1991..
 JP0320
 JP0320.The geoid height was determined by GEOID03.
 JP0320
 JP0320.The dynamic height is computed by dividing the NAVD 88
 JP0320.geopotential number by the normal gravity value computed on the
 JP0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0320.degrees latitude (g = 980.6199 gals.).
 JP0320
 JP0320.The modeled gravity was interpolated from observed gravity values.
 JP0320
 JP0320;                    North         East    Units  Estimated Accuracy
 JP0320;SPC NV E     - 8,467,840.      238,160.      MT  (+/- 180 meters Scaled)
 JP0320
 JP0320                          SUPERSEDED SURVEY CONTROL
 JP0320
 JP0320.No superseded survey control is available for this station.
 JP0320
 JP0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD608145(NAD 83)
 JP0320_MARKER: DB = BENCH MARK DISK
 JP0320_SETTING: 66 = SET IN ROCK OUTCROP
 JP0320_SP_SET: ROCK OUTCROP
 JP0320_STAMPING: G 420 1984
 JP0320_MARK LOGO: NGS   
 JP0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0320+STABILITY: POSITION/ELEVATION WELL
 JP0320
 JP0320  HISTORY     - Date     Condition        Report By
 JP0320  HISTORY     - 1984     MONUMENTED       NGS
 JP0320
 JP0320                          STATION DESCRIPTION
 JP0320
 JP0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0320'41.6 KM (25.9 MI) NE FROM CURRANT.
 JP0320'41.6 KM (25.9 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0320'STATE HIGHWAY 379 AT CURRANT, IN TOP OF THE SOUTHWEST END OF A 1 BY 3
 JP0320'FOOT SHELF OF VOLCANIC ROCK, IN THE BASE OF THE SOUTHWEST END OF A
 JP0320'SHORT LOW BEDROCK CUT, 4.0 KM (2.5 MI) SOUTHWEST OF THE JUNCTION OF
 JP0320'STATE HIGHWAY 318, 0.7 KM (0.45 MI) NORTHEAST OF MILEPOST 11,
 JP0320'11.6 METERS (38 FT) NORTHWEST OF THE HIGHWAY CENTERLINE AND
 JP0320'13.4 METERS (44 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT.
 JP0320'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 JP0320'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0232 ***********************************************************************
 KP0232  DESIGNATION -  G 421
 KP0232  PID         -  KP0232
 KP0232  STATE/COUNTY-  NV/WHITE PINE
 KP0232  USGS QUAD   -  ELY (1978)
 KP0232
 KP0232                         *CURRENT SURVEY CONTROL
 KP0232  ___________________________________________________________________
 KP0232* NAD 83(1986)-  39 14 48.     (N)    114 54 18.     (W)     SCALED    
 KP0232* NAVD 88     -      1984.624  (meters)    6511.22   (feet)  ADJUSTED  
 KP0232  ___________________________________________________________________
 KP0232  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 KP0232  DYNAMIC HT  -        1982.458 (meters)    6504.11  (feet)  COMP
 KP0232  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 KP0232
 KP0232  VERT ORDER  -  FIRST     CLASS II
 KP0232
 KP0232.The horizontal coordinates were scaled from a topographic map and have
 KP0232.an estimated accuracy of +/- 6 seconds.
 KP0232
 KP0232.The orthometric height was determined by differential leveling
 KP0232.and adjusted by the National Geodetic Survey in June 1991..
 KP0232
 KP0232.The geoid height was determined by GEOID03.
 KP0232
 KP0232.The dynamic height is computed by dividing the NAVD 88
 KP0232.geopotential number by the normal gravity value computed on the
 KP0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0232.degrees latitude (g = 980.6199 gals.).
 KP0232
 KP0232.The modeled gravity was interpolated from observed gravity values.
 KP0232
 KP0232;                    North         East    Units  Estimated Accuracy
 KP0232;SPC NV E     - 8,499,200.      258,550.      MT  (+/- 180 meters Scaled)
 KP0232
 KP0232                          SUPERSEDED SURVEY CONTROL
 KP0232
 KP0232.No superseded survey control is available for this station.
 KP0232
 KP0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD807462(NAD 83)
 KP0232_MARKER: DB = BENCH MARK DISK
 KP0232_SETTING: 66 = SET IN ROCK OUTCROP
 KP0232_SP_SET: ROCK OUTCROP
 KP0232_STAMPING: G 421 1984
 KP0232_MARK LOGO: NGS   
 KP0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0232+STABILITY: POSITION/ELEVATION WELL
 KP0232
 KP0232  HISTORY     - Date     Condition        Report By
 KP0232  HISTORY     - 1984     MONUMENTED       NGS
 KP0232  HISTORY     - 1984     GOOD             NGS
 KP0232
 KP0232                          STATION DESCRIPTION
 KP0232
 KP0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0232'2.8 KM (1.8 MI) NW FROM ELY.
 KP0232'2.85 KM (1.8 MI) NORTHWEST ALONG US HIGHWAY 50 FROM ITS JUNCTION WITH
 KP0232'US HIGHWAY 93 AT ELY, IN TOP OF A MASSIVE LIMESTONE OUTCROP, AT THE
 KP0232'WEST END OF A OUTCROP CUT, 0.15 KM (0.1 MI) WEST OF MILEPOST 66, AT
 KP0232'THE EAST END OF A HIGHWAY FILL, 11.4 METERS (37.5 FT) NORTH OF THE
 KP0232'HIGHWAY CENTERLINE AND 18.9 METERS (62 FT) SOUTHEAST OF THE WEST END
 KP0232'OF A NEVADA NORTHERN RAILROAD TUNNEL.
 KP0232'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 KP0232'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 KP0232
 KP0232                          STATION RECOVERY (1984)
 KP0232
 KP0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0755 ***********************************************************************
 LR0755  DESIGNATION -  G 422
 LR0755  PID         -  LR0755
 LR0755  STATE/COUNTY-  NV/EUREKA
 LR0755  USGS QUAD   -  EMIGRANT PASS (1986)
 LR0755
 LR0755                         *CURRENT SURVEY CONTROL
 LR0755  ___________________________________________________________________
 LR0755* NAD 83(1986)-  40 38 46.     (N)    116 21 57.     (W)     SCALED    
 LR0755* NAVD 88     -      1640.244  (meters)    5381.37   (feet)  ADJUSTED  
 LR0755  ___________________________________________________________________
 LR0755  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 LR0755  DYNAMIC HT  -        1638.867 (meters)    5376.85  (feet)  COMP
 LR0755  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 LR0755
 LR0755  VERT ORDER  -  FIRST     CLASS II
 LR0755
 LR0755.The horizontal coordinates were scaled from a topographic map and have
 LR0755.an estimated accuracy of +/- 6 seconds.
 LR0755
 LR0755.The orthometric height was determined by differential leveling
 LR0755.and adjusted by the National Geodetic Survey in June 1991..
 LR0755
 LR0755.The geoid height was determined by GEOID03.
 LR0755
 LR0755.The dynamic height is computed by dividing the NAVD 88
 LR0755.geopotential number by the normal gravity value computed on the
 LR0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0755.degrees latitude (g = 980.6199 gals.).
 LR0755
 LR0755.The modeled gravity was interpolated from observed gravity values.
 LR0755
 LR0755;                    North         East    Units  Estimated Accuracy
 LR0755;SPC NV E     - 8,654,640.      133,820.      MT  (+/- 180 meters Scaled)
 LR0755
 LR0755                          SUPERSEDED SURVEY CONTROL
 LR0755
 LR0755.No superseded survey control is available for this station.
 LR0755
 LR0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE536996(NAD 83)
 LR0755_MARKER: I = METAL ROD
 LR0755_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LR0755+WITH SETTING: INFORMATION.
 LR0755_SP_SET: SHALLOW-SET METAL ROD
 LR0755_STAMPING: G 422 1984
 LR0755_MARK LOGO: NGS   
 LR0755_PROJECTION: FLUSH
 LR0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0755_ROD/PIPE-DEPTH: 1.5  meters
 LR0755
 LR0755  HISTORY     - Date     Condition        Report By
 LR0755  HISTORY     - 1984     MONUMENTED       NGS
 LR0755
 LR0755                          STATION DESCRIPTION
 LR0755
 LR0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0755'23.5 KM (14.6 MI) SW FROM CARLIN.
 LR0755'23.5 KM (14.65 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF
 LR0755'STATE HIGHWAY 278 AT CARLIN, AT THE SOUTHEAST END OF A CUT BANK AND A
 LR0755'NATURAL GAS PIPELINE CROSSING, 0.25 KM (0.15 MI) SOUTHEAST OF MILEPOST
 LR0755'265, 60.0 METERS (197 FT) NORTHEAST OF THE WEST BOUND HIGHWAY
 LR0755'CENTERLINE, 20.1 METERS (66 FT) SOUTHEAST OF THE SOUTHEAST END OF A
 LR0755'WOODEN BRACE IN THE RIGHT OF WAY FENCE AND 0.9 METER (3 FT) SOUTHWEST
 LR0755'OF THE RIGHT OF WAY FENCE.
 LR0755'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 LR0755'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0697 ***********************************************************************
 MT0697  DESIGNATION -  G 423
 MT0697  PID         -  MT0697
 MT0697  STATE/COUNTY-  NV/ELKO
 MT0697  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0697
 MT0697                         *CURRENT SURVEY CONTROL
 MT0697  ___________________________________________________________________
 MT0697* NAD 83(1986)-  41 07 05.     (N)    114 46 37.     (W)     SCALED    
 MT0697* NAVD 88     -      1846.648  (meters)    6058.54   (feet)  ADJUSTED  
 MT0697  ___________________________________________________________________
 MT0697  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 MT0697  DYNAMIC HT  -        1845.102 (meters)    6053.47  (feet)  COMP
 MT0697  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 MT0697
 MT0697  VERT ORDER  -  FIRST     CLASS II
 MT0697
 MT0697.The horizontal coordinates were scaled from a topographic map and have
 MT0697.an estimated accuracy of +/- 6 seconds.
 MT0697
 MT0697.The orthometric height was determined by differential leveling
 MT0697.and adjusted by the National Geodetic Survey in June 1991..
 MT0697
 MT0697.The geoid height was determined by GEOID03.
 MT0697
 MT0697.The dynamic height is computed by dividing the NAVD 88
 MT0697.geopotential number by the normal gravity value computed on the
 MT0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0697.degrees latitude (g = 980.6199 gals.).
 MT0697
 MT0697.The modeled gravity was interpolated from observed gravity values.
 MT0697
 MT0697;                    North         East    Units  Estimated Accuracy
 MT0697;SPC NV E     - 8,707,070.      267,720.      MT  (+/- 180 meters Scaled)
 MT0697
 MT0697                          SUPERSEDED SURVEY CONTROL
 MT0697
 MT0697.No superseded survey control is available for this station.
 MT0697
 MT0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF866542(NAD 83)
 MT0697_MARKER: I = METAL ROD
 MT0697_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0697_SP_SET: STAINLESS STEEL ROD
 MT0697_STAMPING: G 423 1984
 MT0697_MARK LOGO: NGS   
 MT0697_PROJECTION: FLUSH
 MT0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0697_ROD/PIPE-DEPTH: 3.3  meters
 MT0697
 MT0697  HISTORY     - Date     Condition        Report By
 MT0697  HISTORY     - 1984     MONUMENTED       NGS
 MT0697
 MT0697                          STATION DESCRIPTION
 MT0697
 MT0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MT0697'15.8 KM (9.9 MI) NE FROM WELLS.
 MT0697'13.45 KM (8.45 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE
 MT0697'OVER US HIGHWAY 93 AT WELLS, THENCE 0.15 KM (0.1 MI) NORTH ALONG MOOR
 MT0697'SUMMIT ROAD, THENCE 2.25 KM (1.4 MI) NORTHEAST ALONG MOOR-COBRE ROAD,
 MT0697'AT THE SOUTHWEST END OF A ROAD FILL, 18.6 METERS (61 FT) NORTHWEST OF
 MT0697'THE CENTER OF THE ROAD.
 MT0697'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 MT0697'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0379 ***********************************************************************
 MU0379  DESIGNATION -  G 424
 MU0379  PID         -  MU0379
 MU0379  STATE/COUNTY-  NV/HUMBOLDT
 MU0379  USGS QUAD   -  WESO (1983)
 MU0379
 MU0379                         *CURRENT SURVEY CONTROL
 MU0379  ___________________________________________________________________
 MU0379* NAD 83(1986)-  41 05 53.     (N)    117 42 12.     (W)     SCALED    
 MU0379* NAVD 88     -      1338.975  (meters)    4392.95   (feet)  ADJUSTED  
 MU0379  ___________________________________________________________________
 MU0379  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 MU0379  DYNAMIC HT  -        1337.985 (meters)    4389.71  (feet)  COMP
 MU0379  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 MU0379
 MU0379  VERT ORDER  -  FIRST     CLASS II
 MU0379
 MU0379.The horizontal coordinates were scaled from a topographic map and have
 MU0379.an estimated accuracy of +/- 6 seconds.
 MU0379
 MU0379.The orthometric height was determined by differential leveling
 MU0379.and adjusted by the National Geodetic Survey in June 1991..
 MU0379
 MU0379.The geoid height was determined by GEOID03.
 MU0379
 MU0379.The dynamic height is computed by dividing the NAVD 88
 MU0379.geopotential number by the normal gravity value computed on the
 MU0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0379.degrees latitude (g = 980.6199 gals.).
 MU0379
 MU0379.The modeled gravity was interpolated from observed gravity values.
 MU0379
 MU0379;                    North         East    Units  Estimated Accuracy
 MU0379;SPC NV W     - 4,704,910.      873,920.      MT  (+/- 180 meters Scaled)
 MU0379
 MU0379                          SUPERSEDED SURVEY CONTROL
 MU0379
 MU0379.No superseded survey control is available for this station.
 MU0379
 MU0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF409498(NAD 83)
 MU0379_MARKER: I = METAL ROD
 MU0379_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MU0379+WITH SETTING: INFORMATION.
 MU0379_SP_SET: SHALLOW-SET METAL ROD
 MU0379_STAMPING: G 424 1984
 MU0379_MARK LOGO: NGS   
 MU0379_PROJECTION: FLUSH
 MU0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0379_ROD/PIPE-DEPTH: 1.8  meters
 MU0379
 MU0379  HISTORY     - Date     Condition        Report By
 MU0379  HISTORY     - 1984     MONUMENTED       NGS
 MU0379
 MU0379                          STATION DESCRIPTION
 MU0379
 MU0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0379'14.6 KM (9.1 MI) NORTH FROM WINNEMUCCA.
 MU0379'14.63 KM (9.09 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0379'WINNEMUCCA, 30.2 METERS (99 FT) WEST OF THE HIGHWAY CENTERLINE,
 MU0379'73.5 METERS (241 FT) NORTH OF THE NORTH END OF THE WEST CONCRETE
 MU0379'HEADWALL BEARING A USGS BENCH MARK 77 STR, 29.9 METERS (98 FT)
 MU0379'NORTHWEST OF MILEPOST 9, 2.9 METERS (9.5 FT) SOUTH OF THE SOUTH POST
 MU0379'FOR A WOODEN BRACE IN THE RIGHT OF WAY FENCE AND 0.6 METER (2 FT) EAST
 MU0379'OF THE RIGHT OF WAY FENCE.
 MU0379'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MU0379'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0404 ***********************************************************************
 MU0404  FBN         -  This is a Federal Base Network Control Station.
 MU0404  DESIGNATION -  G 425
 MU0404  PID         -  MU0404
 MU0404  STATE/COUNTY-  NV/HUMBOLDT
 MU0404  USGS QUAD   -  ANDORNO RANCH (1982)
 MU0404
 MU0404                         *CURRENT SURVEY CONTROL
 MU0404  ___________________________________________________________________
 MU0404* NAD 83(1999)-  41 23 52.03845(N)    117 49 30.13623(W)     ADJUSTED  
 MU0404* NAVD 88     -      1286.726  (meters)    4221.53   (feet)  ADJUSTED  
 MU0404  ___________________________________________________________________
 MU0404  EPOCH DATE  -        1999.37
 MU0404  X           -  -2,236,983.589 (meters)                     COMP
 MU0404  Y           -  -4,238,326.510 (meters)                     COMP
 MU0404  Z           -   4,196,501.192 (meters)                     COMP
 MU0404  LAPLACE CORR-           8.02  (seconds)                    DEFLEC99
 MU0404  ELLIP HEIGHT-        1266.77  (meters)          (05/16/00) GPS OBS
 MU0404  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 MU0404  DYNAMIC HT  -        1285.820 (meters)    4218.56  (feet)  COMP
 MU0404  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 MU0404
 MU0404  HORZ ORDER  -  A
 MU0404  VERT ORDER  -  FIRST     CLASS II
 MU0404  ELLP ORDER  -  FOURTH    CLASS I
 MU0404
 MU0404.The horizontal coordinates were established by GPS observations
 MU0404.and adjusted by the National Geodetic Survey in May 2000..
 MU0404.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 MU0404.DATUM ITEM on the data sheet items page.
 MU0404.The horizontal coordinates are valid at the epoch date displayed above.
 MU0404.The epoch date for horizontal control is a decimal equivalence
 MU0404.of Year/Month/Day.
 MU0404
 MU0404.The orthometric height was determined by differential leveling
 MU0404.and adjusted by the National Geodetic Survey in June 1991..
 MU0404
 MU0404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MU0404
 MU0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0404
 MU0404.The ellipsoidal height was determined by GPS observations
 MU0404.and is referenced to NAD 83.
 MU0404
 MU0404.The geoid height was determined by GEOID03.
 MU0404
 MU0404.The dynamic height is computed by dividing the NAVD 88
 MU0404.geopotential number by the normal gravity value computed on the
 MU0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0404.degrees latitude (g = 980.6199 gals.).
 MU0404
 MU0404.The modeled gravity was interpolated from observed gravity values.
 MU0404
 MU0404;                    North         East     Units Scale Factor Converg.
 MU0404;SPC NV W     - 4,738,096.145   863,408.114   MT  0.99994946   +0 30 05.3
 MU0404;SPC NV W     -15,544,903.77  2,832,698.12   sFT  0.99994946   +0 30 05.3
 MU0404;UTM  11      - 4,583,245.263   431,031.591   MT  0.99965854   -0 32 44.2
 MU0404
 MU0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0404!SPC NV W     -   0.99980134  x   0.99994946  =   0.99975081
 MU0404!UTM  11      -   0.99980134  x   0.99965854  =   0.99945995
 MU0404
 MU0404                          SUPERSEDED SURVEY CONTROL
 MU0404
 MU0404  NAD 83(1994)-  41 23 52.03710(N)    117 49 30.13375(W) AD(       ) B
 MU0404  ELLIP H (03/30/95) 1266.85   (m)                       GP(       ) 4 1
 MU0404  NAVD 88 (03/30/95) 1286.73   (m)         4221.5    (f) LEVELING    3  
 MU0404
 MU0404.Superseded values are not recommended for survey control.
 MU0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0404.See file dsdata.txt to determine how the superseded data were derived.
 MU0404
 MU0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF3103283245(NAD 83)
 MU0404_MARKER: F = FLANGE-ENCASED ROD
 MU0404_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MU0404_SP_SET: STAINLESS STEEL ROD
 MU0404_STAMPING: G 425 1984
 MU0404_MARK LOGO: NGS   
 MU0404_PROJECTION: FLUSH
 MU0404_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0404+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1999
 MU0404_ROD/PIPE-DEPTH: 3.6  meters
 MU0404
 MU0404  HISTORY     - Date     Condition        Report By
 MU0404  HISTORY     - 1984     MONUMENTED       NGS
 MU0404  HISTORY     - 19940106 GOOD             NGS
 MU0404  HISTORY     - 19990114 GOOD             NGS
 MU0404
 MU0404                          STATION DESCRIPTION
 MU0404
 MU0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0404'54.5 KM (33.9 MI) NORTH FROM WINNEMUCCA.
 MU0404'50.93 KM (31.65 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0404'WINNEMUCCA, THENCE 3.60 KM (2.24 MI) WEST ALONG STATE HIGHWAY 140, IN
 MU0404'THE SOUTHWEST CORNER OF THE INTERSECTION OF A DIRT ROAD LEADING
 MU0404'NORTHWEST TO THE FREY RANCH, 0.35 KM (0.22 MI) EAST OF A POWER LINE
 MU0404'CROSSING, 0.38 KM (0.24 MI) WEST OF MILEPOST 2, 62.4 METERS (205 FT)
 MU0404'SOUTH OF THE HIGHWAY CENTERLINE, 18.0 METERS (59 FT) WEST OF THE WEST
 MU0404'CORNER OF A CATTLE GUARD AND 0.9 METER (3 FT) NORTH OF THE RIGHT OF
 MU0404'WAY FENCE.
 MU0404'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MU0404'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MU0404
 MU0404                          STATION RECOVERY (1994)
 MU0404
 MU0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 MU0404'STATION IS LOCATED ABOUT 50 KM (31.05 MI) NORTH OF WINNEMUCCA, 3.5 KM
 MU0404'(2.15 MI) WEST OF US HIGHWAY 95, ALONG STATE HIGHWAY 140, ON THE
 MU0404'RIGHT-OF-WAY, AT MILE 2.3, AT A GRADED CROSSROAD, IN THE SOUTHWEST 1/4
 MU0404'OF SECTION 28, T 41 N, R 37 E.  OWNERSHIP--STATE DEPARTMENT OF
 MU0404'TRANSPORTATION. TO REACH FROM THE JUNCTION OF US HIGHWAY 95 AND STATE
 MU0404'HIGHWAY 140 (ABOUT 50 KM (31.05 MI) NORTH OF WINNEMUCCA), GO WEST ON
 MU0404'HIGHWAY 140 FOR 3.61 KM (2.25 MI) TO A GRADED CROSSROAD.  TURN LEFT,
 MU0404'SOUTHEAST, FOR 0.06 KM (0.05 MI) TO A CATTLE GUARD AND THE STATION ON
 MU0404'THE RIGHT. STATION MARK IS THE TOP CENTER OF A STEEL ROD ENCASED IN A
 MU0404'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST PROJECTING 1 CM ABOVE
 MU0404'GROUND. IT IS 60.9 M (199.8 FT) SOUTH OF, AND LEVEL WITH THE HIGHWAY
 MU0404'CENTER, 16.4 M (53.8 FT) SOUTHWEST OF THE ROAD CENTER, 19.4 M (63.6
 MU0404'FT) WEST OF THE NORTHWEST CORNER OF THE CATTLE GUARD, 0.5 M (1.6 FT)
 MU0404'NORTH OF THE RIGHT-OF-WAY FENCE, AND 0.6 M (2.0 FT) EAST OF A
 MU0404'FIBERGLASS WITNESS POST.
 MU0404
 MU0404                          STATION RECOVERY (1999)
 MU0404
 MU0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MU0404'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0760 ***********************************************************************
 LR0760  DESIGNATION -  G 426
 LR0760  PID         -  LR0760
 LR0760  STATE/COUNTY-  NV/LANDER
 LR0760  USGS QUAD   -  STONY POINT (1985)
 LR0760
 LR0760                         *CURRENT SURVEY CONTROL
 LR0760  ___________________________________________________________________
 LR0760* NAD 83(1986)-  40 38 11.     (N)    116 46 34.     (W)     SCALED    
 LR0760* NAVD 88     -      1387.007  (meters)    4550.54   (feet)  ADJUSTED  
 LR0760  ___________________________________________________________________
 LR0760  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 LR0760  DYNAMIC HT  -        1385.900 (meters)    4546.91  (feet)  COMP
 LR0760  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 LR0760
 LR0760  VERT ORDER  -  FIRST     CLASS II
 LR0760
 LR0760.The horizontal coordinates were scaled from a topographic map and have
 LR0760.an estimated accuracy of +/- 6 seconds.
 LR0760
 LR0760.The orthometric height was determined by differential leveling
 LR0760.and adjusted by the National Geodetic Survey in June 1991..
 LR0760
 LR0760.The geoid height was determined by GEOID03.
 LR0760
 LR0760.The dynamic height is computed by dividing the NAVD 88
 LR0760.geopotential number by the normal gravity value computed on the
 LR0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0760.degrees latitude (g = 980.6199 gals.).
 LR0760
 LR0760.The modeled gravity was interpolated from observed gravity values.
 LR0760
 LR0760;                    North         East    Units  Estimated Accuracy
 LR0760;SPC NV C     - 6,653,280.      490,740.      MT  (+/- 180 meters Scaled)
 LR0760
 LR0760                          SUPERSEDED SURVEY CONTROL
 LR0760
 LR0760.No superseded survey control is available for this station.
 LR0760
 LR0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE189984(NAD 83)
 LR0760_MARKER: I = METAL ROD
 LR0760_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LR0760_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LR0760_STAMPING: G 426 1984
 LR0760_MARK LOGO: NGS   
 LR0760_PROJECTION: FLUSH
 LR0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0760+STABILITY: POSITION/ELEVATION WELL
 LR0760_ROD/PIPE-DEPTH: 14.6 meters
 LR0760_SLEEVE-DEPTH  : 9.1 meters
 LR0760
 LR0760  HISTORY     - Date     Condition        Report By
 LR0760  HISTORY     - 1984     MONUMENTED       NGS
 LR0760
 LR0760                          STATION DESCRIPTION
 LR0760
 LR0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0760'15.4 KM (9.6 MI) EAST FROM BATTLE MOUNTAIN.
 LR0760'15.45 KM (9.65 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 LR0760'STATION AT BATTLE MOUNTAIN, 0.75 KM (0.45 MI) SOUTHWEST OF MILEPOLE
 LR0760'486, 59.7 METERS (196 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 13.1 METERS
 LR0760'(43 FT) NORTHWEST OF THE CENTER OF OLD US HIGHWAY 40 AND 1.2 METERS
 LR0760'(4 FT) SOUTHWEST OF THE EXTENDED CENTER OF A PAVED ROAD LEADING
 LR0760'SOUTHEAST UNDER INTERSTATE 80.
 LR0760'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 LR0760'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0234 ***********************************************************************
 KP0234  DESIGNATION -  G 427
 KP0234  PID         -  KP0234
 KP0234  STATE/COUNTY-  NV/WHITE PINE
 KP0234  USGS QUAD   -  ELY (1978)
 KP0234
 KP0234                         *CURRENT SURVEY CONTROL
 KP0234  ___________________________________________________________________
 KP0234* NAD 83(1986)-  39 14 52.     (N)    114 53 20.     (W)     SCALED    
 KP0234* NAVD 88     -      1962.037  (meters)    6437.12   (feet)  ADJUSTED  
 KP0234  ___________________________________________________________________
 KP0234  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 KP0234  DYNAMIC HT  -        1959.929 (meters)    6430.20  (feet)  COMP
 KP0234  MODELED GRAV-     979,483.2   (mgal)                       NAVD 88
 KP0234
 KP0234  VERT ORDER  -  FIRST     CLASS II
 KP0234
 KP0234.The horizontal coordinates were scaled from a topographic map and have
 KP0234.an estimated accuracy of +/- 6 seconds.
 KP0234
 KP0234.The orthometric height was determined by differential leveling
 KP0234.and adjusted by the National Geodetic Survey in June 1991..
 KP0234
 KP0234.The geoid height was determined by GEOID03.
 KP0234
 KP0234.The dynamic height is computed by dividing the NAVD 88
 KP0234.geopotential number by the normal gravity value computed on the
 KP0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0234.degrees latitude (g = 980.6199 gals.).
 KP0234
 KP0234.The modeled gravity was interpolated from observed gravity values.
 KP0234
 KP0234;                    North         East    Units  Estimated Accuracy
 KP0234;SPC NV E     - 8,499,330.      259,940.      MT  (+/- 180 meters Scaled)
 KP0234
 KP0234                          SUPERSEDED SURVEY CONTROL
 KP0234
 KP0234.No superseded survey control is available for this station.
 KP0234
 KP0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD821463(NAD 83)
 KP0234_MARKER: DB = BENCH MARK DISK
 KP0234_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KP0234_SP_SET: BUILDING
 KP0234_STAMPING: G 427 1984
 KP0234_MARK LOGO: NGS   
 KP0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0234+STABILITY: POSITION/ELEVATION WELL
 KP0234
 KP0234  HISTORY     - Date     Condition        Report By
 KP0234  HISTORY     - 1984     MONUMENTED       NGS
 KP0234
 KP0234                          STATION DESCRIPTION
 KP0234
 KP0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0234'IN ELY.
 KP0234'VERTICALLY IN THE EAST FACE OF AND 5.9 METERS (19.5 FT) NORTH OF THE
 KP0234'SOUTHEAST CORNER OF THE WHITE PINE COUNTY COURTHOUSE, 19.3 METERS
 KP0234'(63.5 FT) NORTH OF THE CENTER OF CAMPTON AVENUE, 1.2 METERS (4 FT)
 KP0234'NORTH OF THE ORIGINAL SOUTHEAST CORNER OF THE COURTHOUSE AND
 KP0234'1.2 METERS (4 FT) ABOVE THE GROUND.
 KP0234'THE MARK IS 0.3 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0268 ***********************************************************************
 KP0268  DESIGNATION -  G 428
 KP0268  PID         -  KP0268
 KP0268  STATE/COUNTY-  NV/WHITE PINE
 KP0268  USGS QUAD   -  MAJORS PLACE (1993)
 KP0268
 KP0268                         *CURRENT SURVEY CONTROL
 KP0268  ___________________________________________________________________
 KP0268* NAD 83(1986)-  39 02 39.     (N)    114 30 57.     (W)     SCALED    
 KP0268* NAVD 88     -      1784.813  (meters)    5855.67   (feet)  ADJUSTED  
 KP0268  ___________________________________________________________________
 KP0268  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 KP0268  DYNAMIC HT  -        1782.904 (meters)    5849.41  (feet)  COMP
 KP0268  MODELED GRAV-     979,495.7   (mgal)                       NAVD 88
 KP0268
 KP0268  VERT ORDER  -  FIRST     CLASS II
 KP0268
 KP0268.The horizontal coordinates were scaled from a topographic map and have
 KP0268.an estimated accuracy of +/- 6 seconds.
 KP0268
 KP0268.The orthometric height was determined by differential leveling
 KP0268.and adjusted by the National Geodetic Survey in June 1991..
 KP0268
 KP0268.The geoid height was determined by GEOID03.
 KP0268
 KP0268.The dynamic height is computed by dividing the NAVD 88
 KP0268.geopotential number by the normal gravity value computed on the
 KP0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0268.degrees latitude (g = 980.6199 gals.).
 KP0268
 KP0268.The modeled gravity was interpolated from observed gravity values.
 KP0268
 KP0268;                    North         East    Units  Estimated Accuracy
 KP0268;SPC NV E     - 8,477,040.      292,410.      MT  (+/- 180 meters Scaled)
 KP0268
 KP0268                          SUPERSEDED SURVEY CONTROL
 KP0268
 KP0268.No superseded survey control is available for this station.
 KP0268
 KP0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD149246(NAD 83)
 KP0268_MARKER: DB = BENCH MARK DISK
 KP0268_SETTING: 66 = SET IN ROCK OUTCROP
 KP0268_SP_SET: ROCK OUTCROP
 KP0268_STAMPING: G 428 1984
 KP0268_MARK LOGO: NGS   
 KP0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0268+STABILITY: POSITION/ELEVATION WELL
 KP0268
 KP0268  HISTORY     - Date     Condition        Report By
 KP0268  HISTORY     - 1984     MONUMENTED       NGS
 KP0268
 KP0268                          STATION DESCRIPTION
 KP0268
 KP0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0268'52.4 KM (32.7 MI) WEST FROM BAKER.
 KP0268'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0268'OFFICE AT BAKER, THENCE 43.35 KM (27.05 MI) WEST ALONG US HIGHWAYS 6
 KP0268'AND 50, THENCE 0.35 KM (0.2 MI) SOUTH ALONG A TRACK ROAD, AT THE BASE
 KP0268'OF THE NORTHWEST SLOPE OF RATTLESNAKE KNOLL, IN TOP OF AND 0.6 METER
 KP0268'(2 FT) SOUTHWEST OF THE NORTHEAST END OF A 6 BY 11 FOOT PORTION OF
 KP0268'BASALT OUTCROP PROJECTING 1.5 FEET ABOVE THE SURFACE OF THE GROUND,
 KP0268'15.8 METERS (52 FT) EAST OF THE CENTER OF THE TRACK ROAD AND 0.5 METER
 KP0268'(1.5 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROP.
 KP0268'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 KP0268'THE MARK IS 0.9 M ABOVE THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0293 ***********************************************************************
 KP0293  DESIGNATION -  G 429
 KP0293  PID         -  KP0293
 KP0293  STATE/COUNTY-  NV/WHITE PINE
 KP0293  USGS QUAD   -  LEHMAN CAVES (1986)
 KP0293
 KP0293                         *CURRENT SURVEY CONTROL
 KP0293  ___________________________________________________________________
 KP0293* NAD 83(1986)-  39 04 36.     (N)    114 11 19.     (W)     SCALED    
 KP0293* NAVD 88     -      1746.303  (meters)    5729.33   (feet)  ADJUSTED  
 KP0293  ___________________________________________________________________
 KP0293  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 KP0293  DYNAMIC HT  -        1744.484 (meters)    5723.36  (feet)  COMP
 KP0293  MODELED GRAV-     979,524.5   (mgal)                       NAVD 88
 KP0293
 KP0293  VERT ORDER  -  FIRST     CLASS II
 KP0293
 KP0293.The horizontal coordinates were scaled from a topographic map and have
 KP0293.an estimated accuracy of +/- 6 seconds.
 KP0293
 KP0293.The orthometric height was determined by differential leveling
 KP0293.and adjusted by the National Geodetic Survey in June 1991..
 KP0293
 KP0293.The geoid height was determined by GEOID03.
 KP0293
 KP0293.The dynamic height is computed by dividing the NAVD 88
 KP0293.geopotential number by the normal gravity value computed on the
 KP0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0293.degrees latitude (g = 980.6199 gals.).
 KP0293
 KP0293.The modeled gravity was interpolated from observed gravity values.
 KP0293
 KP0293;                    North         East    Units  Estimated Accuracy
 KP0293;SPC NV E     - 8,481,040.      320,680.      MT  (+/- 180 meters Scaled)
 KP0293
 KP0293                          SUPERSEDED SURVEY CONTROL
 KP0293
 KP0293.No superseded survey control is available for this station.
 KP0293
 KP0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD432290(NAD 83)
 KP0293_MARKER: I = METAL ROD
 KP0293_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KP0293+WITH SETTING: INFORMATION.
 KP0293_SP_SET: SHALLOW SET METAL ROD
 KP0293_STAMPING: G 429 1984
 KP0293_MARK LOGO: NGS   
 KP0293_PROJECTION: FLUSH
 KP0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0293_ROD/PIPE-DEPTH: 1.5  meters
 KP0293
 KP0293  HISTORY     - Date     Condition        Report By
 KP0293  HISTORY     - 1984     MONUMENTED       NGS
 KP0293
 KP0293                          STATION DESCRIPTION
 KP0293
 KP0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0293'9.7 KM (6.0 MI) WEST FROM BAKER.
 KP0293'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0293'OFFICE AT BAKER, THENCE 1.0 KM (0.6 MI) WEST ALONG US HIGHWAYS 6 AND
 KP0293'50, IN THE SOUTH CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING
 KP0293'SOUTHWEST, 0.2 KM (0.1 MI) SOUTHEAST OF MILEPOST 93, 24.2 METERS
 KP0293'(79.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND 21.6 METERS (71 FT)
 KP0293'SOUTHEAST OF THE CENTER OF THE ROAD.  NOTE-ROD SET TO 5 FEET IMBEDDED
 KP0293'REFUSAL.
 KP0293'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 KP0293'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0142 ***********************************************************************
 KP0142  DESIGNATION -  G 43
 KP0142  PID         -  KP0142
 KP0142  STATE/COUNTY-  NV/WHITE PINE
 KP0142  USGS QUAD   -  MARKING CORRAL SUMMI (1990)
 KP0142
 KP0142                         *CURRENT SURVEY CONTROL
 KP0142  ___________________________________________________________________
 KP0142* NAD 83(1986)-  39 25 40.     (N)    115 09 57.     (W)     SCALED    
 KP0142* NAVD 88     -      2078.370  (meters)    6818.79   (feet)  ADJUSTED  
 KP0142  ___________________________________________________________________
 KP0142  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 KP0142  DYNAMIC HT  -        2076.164 (meters)    6811.55  (feet)  COMP
 KP0142  MODELED GRAV-     979,491.2   (mgal)                       NAVD 88
 KP0142
 KP0142  VERT ORDER  -  FIRST     CLASS II
 KP0142
 KP0142.The horizontal coordinates were scaled from a topographic map and have
 KP0142.an estimated accuracy of +/- 6 seconds.
 KP0142
 KP0142.The orthometric height was determined by differential leveling
 KP0142.and adjusted by the National Geodetic Survey in June 1991..
 KP0142
 KP0142.The geoid height was determined by GEOID03.
 KP0142
 KP0142.The dynamic height is computed by dividing the NAVD 88
 KP0142.geopotential number by the normal gravity value computed on the
 KP0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0142.degrees latitude (g = 980.6199 gals.).
 KP0142
 KP0142.The modeled gravity was interpolated from observed gravity values.
 KP0142
 KP0142;                    North         East    Units  Estimated Accuracy
 KP0142;SPC NV E     - 8,519,170.      235,940.      MT  (+/- 180 meters Scaled)
 KP0142
 KP0142                          SUPERSEDED SURVEY CONTROL
 KP0142
 KP0142  NGVD 29 (??/??/92) 2077.074  (m)         6814.53   (f) ADJ UNCH    1 2
 KP0142
 KP0142.Superseded values are not recommended for survey control.
 KP0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0142.See file dsdata.txt to determine how the superseded data were derived.
 KP0142
 KP0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD578658(NAD 83)
 KP0142_MARKER: DB = BENCH MARK DISK
 KP0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0142_STAMPING: G 43 1934
 KP0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0142+STABILITY: SURFACE MOTION
 KP0142
 KP0142  HISTORY     - Date     Condition        Report By
 KP0142  HISTORY     - 1934     MONUMENTED       CGS
 KP0142  HISTORY     - 1955     GOOD             NGS
 KP0142
 KP0142                          STATION DESCRIPTION
 KP0142
 KP0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KP0142'19.2 MI W FROM LANE.
 KP0142'19.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE PUBLIC SCHOOL AT LANE,
 KP0142'45 FEET SOUTHWEST OF A CONCRETE CULVERT, AND 36 FEET SOUTH OF THE
 KP0142'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 43 1934 AND SET
 KP0142'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0246 ***********************************************************************
 MV0246  DESIGNATION -  G 430
 MV0246  PID         -  MV0246
 MV0246  STATE/COUNTY-  NV/HUMBOLDT
 MV0246  USGS QUAD   -  QUINN RIVER CROSSING (1990)
 MV0246
 MV0246                         *CURRENT SURVEY CONTROL
 MV0246  ___________________________________________________________________
 MV0246* NAD 83(1986)-  41 32 03.     (N)    118 24 54.     (W)     SCALED    
 MV0246* NAVD 88     -      1252.254  (meters)    4108.44   (feet)  ADJUSTED  
 MV0246  ___________________________________________________________________
 MV0246  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 MV0246  DYNAMIC HT  -        1251.397 (meters)    4105.62  (feet)  COMP
 MV0246  MODELED GRAV-     979,896.4   (mgal)                       NAVD 88
 MV0246
 MV0246  VERT ORDER  -  FIRST     CLASS II
 MV0246
 MV0246.The horizontal coordinates were scaled from a topographic map and have
 MV0246.an estimated accuracy of +/- 6 seconds.
 MV0246
 MV0246.The orthometric height was determined by differential leveling
 MV0246.and adjusted by the National Geodetic Survey in June 1991..
 MV0246
 MV0246.The geoid height was determined by GEOID03.
 MV0246
 MV0246.The dynamic height is computed by dividing the NAVD 88
 MV0246.geopotential number by the normal gravity value computed on the
 MV0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0246.degrees latitude (g = 980.6199 gals.).
 MV0246
 MV0246.The modeled gravity was interpolated from observed gravity values.
 MV0246
 MV0246;                    North         East    Units  Estimated Accuracy
 MV0246;SPC NV W     - 4,752,980.      814,050.      MT  (+/- 180 meters Scaled)
 MV0246
 MV0246                          SUPERSEDED SURVEY CONTROL
 MV0246
 MV0246.No superseded survey control is available for this station.
 MV0246
 MV0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF819990(NAD 83)
 MV0246_MARKER: I = METAL ROD
 MV0246_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0246_SP_SET: STAINLESS STEEL ROD
 MV0246_STAMPING: G 430 1984
 MV0246_MARK LOGO: NGS   
 MV0246_PROJECTION: FLUSH
 MV0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0246_ROD/PIPE-DEPTH: 10.9 meters
 MV0246
 MV0246  HISTORY     - Date     Condition        Report By
 MV0246  HISTORY     - 1984     MONUMENTED       NGS
 MV0246
 MV0246                          STATION DESCRIPTION
 MV0246
 MV0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0246'57.9 KM (36.0 MI) SE FROM DENIO.
 MV0246'53.56 KM (33.29 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0246'OFFICE AT DENIO, THENCE 2.64 KM (1.64 MI) SOUTHWEST ALONG THE LEONARD
 MV0246'CREEK ROAD, THENCE 1.72 KM (1.07 MI) SOUTHEAST ALONG THE OLD
 MV0246'WINNEMUCCA-DENIO ROAD, ON THE OUTSIDE OF A CURVE, 1.66 KM (1.03 MI)
 MV0246'NORTHWEST OF THE T JUNCTION OF A TRACK ROAD LEADING EAST TO HAY QUINN
 MV0246'RIVER WELL, 23.5 METERS (77 FT) SOUTHWEST OF THE CENTER OF THE ROAD.
 MV0246'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MV0246'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0274 ***********************************************************************
 MV0274  DESIGNATION -  G 431
 MV0274  PID         -  MV0274
 MV0274  STATE/COUNTY-  NV/HUMBOLDT
 MV0274  USGS QUAD   -  DENIO SUMMIT (1990)
 MV0274
 MV0274                         *CURRENT SURVEY CONTROL
 MV0274  ___________________________________________________________________
 MV0274* NAD 83(1986)-  41 52 20.     (N)    118 35 32.     (W)     SCALED    
 MV0274* NAVD 88     -      1477.291  (meters)    4846.75   (feet)  ADJUSTED  
 MV0274  ___________________________________________________________________
 MV0274  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 MV0274  DYNAMIC HT  -        1476.279 (meters)    4843.43  (feet)  COMP
 MV0274  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 MV0274
 MV0274  VERT ORDER  -  FIRST     CLASS II
 MV0274
 MV0274.The horizontal coordinates were scaled from a topographic map and have
 MV0274.an estimated accuracy of +/- 6 seconds.
 MV0274
 MV0274.The orthometric height was determined by differential leveling
 MV0274.and adjusted by the National Geodetic Survey in June 1991..
 MV0274
 MV0274.The geoid height was determined by GEOID03.
 MV0274
 MV0274.The dynamic height is computed by dividing the NAVD 88
 MV0274.geopotential number by the normal gravity value computed on the
 MV0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0274.degrees latitude (g = 980.6199 gals.).
 MV0274
 MV0274.The modeled gravity was interpolated from observed gravity values.
 MV0274
 MV0274;                    North         East    Units  Estimated Accuracy
 MV0274;SPC NV W     - 4,790,510.      799,260.      MT  (+/- 180 meters Scaled)
 MV0274
 MV0274                          SUPERSEDED SURVEY CONTROL
 MV0274
 MV0274.No superseded survey control is available for this station.
 MV0274
 MV0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG678368(NAD 83)
 MV0274_MARKER: DB = BENCH MARK DISK
 MV0274_SETTING: 66 = SET IN ROCK OUTCROP
 MV0274_SP_SET: ROCK OUTCROP
 MV0274_STAMPING: G 431 1984
 MV0274_MARK LOGO: NGS   
 MV0274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0274+STABILITY: POSITION/ELEVATION WELL
 MV0274
 MV0274  HISTORY     - Date     Condition        Report By
 MV0274  HISTORY     - 1984     MONUMENTED       NGS
 MV0274
 MV0274                          STATION DESCRIPTION
 MV0274
 MV0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0274'14.2 KM (8.8 MI) SE FROM DENIO.
 MV0274'14.16 KM (8.80 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0274'OFFICE AT DENIO, AT THE DENIO SUMMIT, IN TOP OF A 3 BY 3 FOOT PORTION
 MV0274'OF GRAINTE OUTCROP PROJECTING 8 INCHES FROM THE APPROXIMATE CENTER OF
 MV0274'A LONG CUT, 0.51 KM (0.32 MI) SOUTHEAST OF MILEPOST 60, 0.15 KM
 MV0274'(0.09 MI) NORTHWEST OF A RADIO TOWER, 11.3 METERS (37 FT) NORTHEAST OF
 MV0274'THE HIGHWAY CENTERLINE, 14.0 METERS (46 FT) EAST-SOUTHEAST OF A
 MV0274'HIGHWAY REFLECTOR AND 0.15 METER (0.5 FT) NORTHWEST OF THE SOUTHEAST
 MV0274'EDGE OF THE OUTCROP.
 MV0274'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 MV0274'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0905 ***********************************************************************
 JR0905  DESIGNATION -  G 432
 JR0905  PID         -  JR0905
 JR0905  STATE/COUNTY-  NV/MINERAL
 JR0905  USGS QUAD   -  LUNING (1980)
 JR0905
 JR0905                         *CURRENT SURVEY CONTROL
 JR0905  ___________________________________________________________________
 JR0905* NAD 83(1986)-  38 32 44.     (N)    118 10 44.     (W)     SCALED    
 JR0905* NAVD 88     -      1420.633  (meters)    4660.86   (feet)  ADJUSTED  
 JR0905  ___________________________________________________________________
 JR0905  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 JR0905  DYNAMIC HT  -        1419.198 (meters)    4656.15  (feet)  COMP
 JR0905  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 JR0905
 JR0905  VERT ORDER  -  FIRST     CLASS II
 JR0905
 JR0905.The horizontal coordinates were scaled from a topographic map and have
 JR0905.an estimated accuracy of +/- 6 seconds.
 JR0905
 JR0905.The orthometric height was determined by differential leveling
 JR0905.and adjusted by the National Geodetic Survey in June 1991..
 JR0905
 JR0905.The geoid height was determined by GEOID03.
 JR0905
 JR0905.The dynamic height is computed by dividing the NAVD 88
 JR0905.geopotential number by the normal gravity value computed on the
 JR0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0905.degrees latitude (g = 980.6199 gals.).
 JR0905
 JR0905.The modeled gravity was interpolated from observed gravity values.
 JR0905
 JR0905;                    North         East    Units  Estimated Accuracy
 JR0905;SPC NV W     - 4,421,230.      835,260.      MT  (+/- 180 meters Scaled)
 JR0905
 JR0905                          SUPERSEDED SURVEY CONTROL
 JR0905
 JR0905.No superseded survey control is available for this station.
 JR0905
 JR0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC972670(NAD 83)
 JR0905_MARKER: I = METAL ROD
 JR0905_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JR0905_SP_SET: STAINLESS STEEL ROD
 JR0905_STAMPING: G 432 1984
 JR0905_MARK LOGO: NGS   
 JR0905_PROJECTION: FLUSH
 JR0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0905_ROD/PIPE-DEPTH: 7.3  meters
 JR0905
 JR0905  HISTORY     - Date     Condition        Report By
 JR0905  HISTORY     - 1984     MONUMENTED       NGS
 JR0905
 JR0905                          STATION DESCRIPTION
 JR0905
 JR0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JR0905'5.1 KM (3.2 MI) NORTH FROM LUNING.
 JR0905'1.3 KM (0.8 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 JR0905'POST OFFICE AT LUNING, THENCE 3.81 KM (2.37 MI) NORTH ALONG STATE
 JR0905'HIGHWAY 361, IN LINE WITH AND WEST OF THE NORTH END OF A BORROW PIT,
 JR0905'0.72 KM (0.45 MI) NORTH OF MILEPOST 2, 0.85 KM (0.55 MI) SOUTH OF A
 JR0905'HIGH TENSION POWER LINE CROSSING, 34.4 METERS (113 FT) EAST OF THE
 JR0905'HIGHWAY CENTERLINE.
 JR0905'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 JR0905'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0896 ***********************************************************************
 JR0896  DESIGNATION -  G 433
 JR0896  PID         -  JR0896
 JR0896  STATE/COUNTY-  NV/MINERAL
 JR0896  USGS QUAD   -  SODAVILLE (1967)
 JR0896
 JR0896                         *CURRENT SURVEY CONTROL
 JR0896  ___________________________________________________________________
 JR0896* NAD 83(1986)-  38 16 13.     (N)    118 05 52.     (W)     SCALED    
 JR0896* NAVD 88     -      1338.217  (meters)    4390.47   (feet)  ADJUSTED  
 JR0896  ___________________________________________________________________
 JR0896  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 JR0896  DYNAMIC HT  -        1336.828 (meters)    4385.91  (feet)  COMP
 JR0896  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 JR0896
 JR0896  VERT ORDER  -  FIRST     CLASS II
 JR0896
 JR0896.The horizontal coordinates were scaled from a topographic map and have
 JR0896.an estimated accuracy of +/- 6 seconds.
 JR0896
 JR0896.The orthometric height was determined by differential leveling
 JR0896.and adjusted by the National Geodetic Survey in June 1991..
 JR0896
 JR0896.The geoid height was determined by GEOID03.
 JR0896
 JR0896.The dynamic height is computed by dividing the NAVD 88
 JR0896.geopotential number by the normal gravity value computed on the
 JR0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0896.degrees latitude (g = 980.6199 gals.).
 JR0896
 JR0896.The modeled gravity was interpolated from observed gravity values.
 JR0896
 JR0896;                    North         East    Units  Estimated Accuracy
 JR0896;SPC NV W     - 4,390,710.      842,490.      MT  (+/- 180 meters Scaled)
 JR0896
 JR0896                          SUPERSEDED SURVEY CONTROL
 JR0896
 JR0896.No superseded survey control is available for this station.
 JR0896
 JR0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC039363(NAD 83)
 JR0896_MARKER: I = METAL ROD
 JR0896_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JR0896_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JR0896_STAMPING: G 433 1984
 JR0896_MARK LOGO: NGS   
 JR0896_PROJECTION: FLUSH
 JR0896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0896+STABILITY: POSITION/ELEVATION WELL
 JR0896_ROD/PIPE-DEPTH: 14.6 meters
 JR0896_SLEEVE-DEPTH  : 9.1 meters
 JR0896
 JR0896  HISTORY     - Date     Condition        Report By
 JR0896  HISTORY     - 1984     MONUMENTED       NGS
 JR0896  HISTORY     - 1984     GOOD             NGS
 JR0896  HISTORY     - 1986     GOOD             NGS
 JR0896
 JR0896                          STATION DESCRIPTION
 JR0896
 JR0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JR0896'13.2 KM (8.2 MI) SOUTH FROM MINA.
 JR0896'13.2 KM (8.25 MI) SOUTH ALONG US HIGHWAY 95 FROM THE FIRE STATION AT
 JR0896'MINA, IN THE WEST CORNER OF THE JUNCTION OF STATE HIGHWAY 360, 0.55 KM
 JR0896'(0.35 MI) NORTHWEST OF MILEPOST 7, 129.7 METERS (425.5 FT) SOUTHWEST
 JR0896'OF THE HIGHWAY CENTERLINE, 62.2 METERS (204 FT) NORTHWEST OF THE
 JR0896'CENTER OF THE STATE HIGHWAY, 3.2 METERS (10.5 FT) NORTH OF A FENCE
 JR0896'CORNER AND 2.3 METERS (7.5 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 JR0896'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 JR0896'THE MARK IS 1.2 M BELOW THE STATE HIGHWAY.
 JR0896
 JR0896                          STATION RECOVERY (1984)
 JR0896
 JR0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0896'RECOVERED IN GOOD CONDITION.
 JR0896
 JR0896                          STATION RECOVERY (1986)
 JR0896
 JR0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0375 ***********************************************************************
 KQ0375  DESIGNATION -  G 434
 KQ0375  PID         -  KQ0375
 KQ0375  STATE/COUNTY-  NV/LANDER
 KQ0375  USGS QUAD   -  GOLD PARK (1988)
 KQ0375
 KQ0375                         *CURRENT SURVEY CONTROL
 KQ0375  ___________________________________________________________________
 KQ0375* NAD 83(1986)-  39 14 25.     (N)    117 32 00.     (W)     SCALED    
 KQ0375* NAVD 88     -      1861.394  (meters)    6106.92   (feet)  ADJUSTED  
 KQ0375  ___________________________________________________________________
 KQ0375  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 KQ0375  DYNAMIC HT  -        1859.442 (meters)    6100.52  (feet)  COMP
 KQ0375  MODELED GRAV-     979,512.5   (mgal)                       NAVD 88
 KQ0375
 KQ0375  VERT ORDER  -  FIRST     CLASS II
 KQ0375
 KQ0375.The horizontal coordinates were scaled from a topographic map and have
 KQ0375.an estimated accuracy of +/- 6 seconds.
 KQ0375
 KQ0375.The orthometric height was determined by differential leveling
 KQ0375.and adjusted by the National Geodetic Survey in June 1991..
 KQ0375
 KQ0375.The geoid height was determined by GEOID03.
 KQ0375
 KQ0375.The dynamic height is computed by dividing the NAVD 88
 KQ0375.geopotential number by the normal gravity value computed on the
 KQ0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0375.degrees latitude (g = 980.6199 gals.).
 KQ0375
 KQ0375.The modeled gravity was interpolated from observed gravity values.
 KQ0375
 KQ0375;                    North         East    Units  Estimated Accuracy
 KQ0375;SPC NV C     - 6,498,630.      425,190.      MT  (+/- 180 meters Scaled)
 KQ0375
 KQ0375                          SUPERSEDED SURVEY CONTROL
 KQ0375
 KQ0375.No superseded survey control is available for this station.
 KQ0375
 KQ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD539435(NAD 83)
 KQ0375_MARKER: I = METAL ROD
 KQ0375_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KQ0375_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KQ0375_STAMPING: G 434 1985
 KQ0375_MARK LOGO: NGS   
 KQ0375_PROJECTION: FLUSH
 KQ0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0375+STABILITY: POSITION/ELEVATION WELL
 KQ0375_ROD/PIPE-DEPTH: 14.6 meters
 KQ0375_SLEEVE-DEPTH  : 9.1 meters
 KQ0375
 KQ0375  HISTORY     - Date     Condition        Report By
 KQ0375  HISTORY     - 1985     MONUMENTED       NGS
 KQ0375
 KQ0375                          STATION DESCRIPTION
 KQ0375
 KQ0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0375'IN PETERSON STATION.
 KQ0375'AT THE PETERSON HIGHWAY MAINTENANCE STATION, AT THE NORTHWEST CORNER
 KQ0375'OF A WIRE FENCE AROUND A SMALL GROUP OF BUILDINGS, 19.2 METERS (63 FT)
 KQ0375'SOUTH OF THE HIGHWAY CENTERLINE, 107.6 METERS (353 FT) EAST OF
 KQ0375'MILEPOST 12, 44.8 METERS (147 FT) NORTH-NORTHWEST OF THE NORTHWEST
 KQ0375'CORNER OF A DOUBLE DOOR CONCRETE BLOCK MAINTENANCE SHOP, 20.3 METERS
 KQ0375'(66.5 FT) WEST-NORTHWEST OF A 12-INCH UTILITY POLE WITH CLIMBING
 KQ0375'SPIKES AND AN ANTENNA ATTACHED, 8.8 METERS (29 FT) NORTHWEST OF THE
 KQ0375'NORTHWEST CORNER OF AN ABANDON CONCRETE FOUNDATION AND 1.5 METERS
 KQ0375'(5 FT) NORTH-NORTHEAST OF A IRON FENCE CORNER POST.
 KQ0375'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 KQ0375'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0929 ***********************************************************************
 JR0929  DESIGNATION -  G 435
 JR0929  PID         -  JR0929
 JR0929  STATE/COUNTY-  NV/NYE
 JR0929  USGS QUAD   -  MOUNT ANNIE SE (1979)
 JR0929
 JR0929                         *CURRENT SURVEY CONTROL
 JR0929  ___________________________________________________________________
 JR0929* NAD 83(1986)-  38 47 01.     (N)    118 00 05.     (W)     SCALED    
 JR0929* NAVD 88     -      1498.899  (meters)    4917.64   (feet)  ADJUSTED  
 JR0929  ___________________________________________________________________
 JR0929  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 JR0929  DYNAMIC HT  -        1497.393 (meters)    4912.70  (feet)  COMP
 JR0929  MODELED GRAV-     979,571.3   (mgal)                       NAVD 88
 JR0929
 JR0929  VERT ORDER  -  FIRST     CLASS II
 JR0929
 JR0929.The horizontal coordinates were scaled from a topographic map and have
 JR0929.an estimated accuracy of +/- 6 seconds.
 JR0929
 JR0929.The orthometric height was determined by differential leveling
 JR0929.and adjusted by the National Geodetic Survey in June 1991..
 JR0929
 JR0929.The geoid height was determined by GEOID03.
 JR0929
 JR0929.The dynamic height is computed by dividing the NAVD 88
 JR0929.geopotential number by the normal gravity value computed on the
 JR0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0929.degrees latitude (g = 980.6199 gals.).
 JR0929
 JR0929.The modeled gravity was interpolated from observed gravity values.
 JR0929
 JR0929;                    North         East    Units  Estimated Accuracy
 JR0929;SPC NV C     - 6,448,430.      384,040.      MT  (+/- 180 meters Scaled)
 JR0929
 JR0929                          SUPERSEDED SURVEY CONTROL
 JR0929
 JR0929.No superseded survey control is available for this station.
 JR0929
 JR0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC130932(NAD 83)
 JR0929_MARKER: I = METAL ROD
 JR0929_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JR0929+WITH SETTING: INFORMATION.
 JR0929_SP_SET: SHALLOW SET METAL ROD
 JR0929_STAMPING: G 435 1985
 JR0929_MARK LOGO: NGS   
 JR0929_PROJECTION: FLUSH
 JR0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0929_ROD/PIPE-DEPTH: 2.4  meters
 JR0929
 JR0929  HISTORY     - Date     Condition        Report By
 JR0929  HISTORY     - 1985     MONUMENTED       NGS
 JR0929
 JR0929                          STATION DESCRIPTION
 JR0929
 JR0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JR0929'12.1 KM (7.5 MI) SW FROM GABBS.
 JR0929'0.6 KM (0.4 MI) SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JR0929'THENCE 11.5 KM (7.1 MI) SOUTHWEST ALONG STATE HIGHWAY 361, IN THE WEST
 JR0929'CORNER OF THE T JUNCTION OF A TRACK ROAD LEADING NORTHWEST, 0.35 KM
 JR0929'(0.22 MI) SOUTHWEST OF A PROMINENT DIP IN THE HIGHWAY, 0.55 KM
 JR0929'(0.34 MI) SOUTHWEST OF MILEPOST 2, 27.4 METERS (90 FT) NORTHWEST OF
 JR0929'THE HIGHWAY CENTERLINE AND 30.5 METERS (100 FT) SOUTHWEST OF THE
 JR0929'CENTER OF THE DIRT ROAD.  NOTE ROD SET TO 8 FOOT ANCHORED REFUSAL.
 JR0929'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 JR0929'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0764 ***********************************************************************
 LR0764  DESIGNATION -  G 436
 LR0764  PID         -  LR0764
 LR0764  STATE/COUNTY-  NV/LANDER
 LR0764  USGS QUAD   -  THE CEDARS SW (1990)
 LR0764
 LR0764                         *CURRENT SURVEY CONTROL
 LR0764  ___________________________________________________________________
 LR0764* NAD 83(1986)-  40 03 28.     (N)    117 10 21.     (W)     SCALED    
 LR0764* NAVD 88     -      1504.051  (meters)    4934.54   (feet)  ADJUSTED  
 LR0764  ___________________________________________________________________
 LR0764  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 LR0764  DYNAMIC HT  -        1502.731 (meters)    4930.21  (feet)  COMP
 LR0764  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 LR0764
 LR0764  VERT ORDER  -  FIRST     CLASS II
 LR0764
 LR0764.The horizontal coordinates were scaled from a topographic map and have
 LR0764.an estimated accuracy of +/- 6 seconds.
 LR0764
 LR0764.The orthometric height was determined by differential leveling
 LR0764.and adjusted by the National Geodetic Survey in June 1991..
 LR0764
 LR0764.The geoid height was determined by GEOID03.
 LR0764
 LR0764.The dynamic height is computed by dividing the NAVD 88
 LR0764.geopotential number by the normal gravity value computed on the
 LR0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0764.degrees latitude (g = 980.6199 gals.).
 LR0764
 LR0764.The modeled gravity was interpolated from observed gravity values.
 LR0764
 LR0764;                    North         East    Units  Estimated Accuracy
 LR0764;SPC NV C     - 6,589,150.      456,850.      MT  (+/- 180 meters Scaled)
 LR0764
 LR0764                          SUPERSEDED SURVEY CONTROL
 LR0764
 LR0764.No superseded survey control is available for this station.
 LR0764
 LR0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME852341(NAD 83)
 LR0764_MARKER: I = METAL ROD
 LR0764_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0764_SP_SET: STAINLESS STEEL ROD
 LR0764_STAMPING: G 436 1985
 LR0764_MARK LOGO: NGS   
 LR0764_PROJECTION: FLUSH
 LR0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0764_ROD/PIPE-DEPTH: 7.3  meters
 LR0764
 LR0764  HISTORY     - Date     Condition        Report By
 LR0764  HISTORY     - 1985     MONUMENTED       NGS
 LR0764
 LR0764                          STATION DESCRIPTION
 LR0764
 LR0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LR0764'70.8 KM (44.0 MI) NORTH FROM AUSTIN.
 LR0764'1.56 KM (0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 LR0764'AT AUSTIN, THENCE 69.24 KM (43.03 MI) NORTH ALONG STATE HIGHWAY 305,
 LR0764'0.44 KM (0.27 MI) SOUTHWEST OF MILEPOST 74, 61.3 METERS (201 FT)
 LR0764'SOUTHEAST OF THE HIGHWAY CENTERLINE, 143.6 METERS (471 FT) NORTHEAST
 LR0764'OF THE NORTHEAST END OF A SMALL HEADWALL FOR A 24-INCH PIPE CULVERT,
 LR0764'14.2 METERS (46.5 FT) NORTHEAST OF THE NORTHEAST GATE POST FOR A WIRE
 LR0764'GATE AND 0.6 METER (2 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 LR0764'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 LR0764'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0797 ***********************************************************************
 LR0797  DESIGNATION -  G 437
 LR0797  PID         -  LR0797
 LR0797  STATE/COUNTY-  NV/LANDER
 LR0797  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0797
 LR0797                         *CURRENT SURVEY CONTROL
 LR0797  ___________________________________________________________________
 LR0797* NAD 83(1986)-  40 37 58.     (N)    116 56 54.     (W)     SCALED    
 LR0797* NAVD 88     -      1376.666  (meters)    4516.61   (feet)  ADJUSTED  
 LR0797  ___________________________________________________________________
 LR0797  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 LR0797  DYNAMIC HT  -        1375.562 (meters)    4512.99  (feet)  COMP
 LR0797  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 LR0797
 LR0797  VERT ORDER  -  FIRST     CLASS II
 LR0797
 LR0797.The horizontal coordinates were scaled from a topographic map and have
 LR0797.an estimated accuracy of +/- 6 seconds.
 LR0797
 LR0797.The orthometric height was determined by differential leveling
 LR0797.and adjusted by the National Geodetic Survey in June 1991..
 LR0797
 LR0797.The geoid height was determined by GEOID03.
 LR0797
 LR0797.The dynamic height is computed by dividing the NAVD 88
 LR0797.geopotential number by the normal gravity value computed on the
 LR0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0797.degrees latitude (g = 980.6199 gals.).
 LR0797
 LR0797.The modeled gravity was interpolated from observed gravity values.
 LR0797
 LR0797;                    North         East    Units  Estimated Accuracy
 LR0797;SPC NV C     - 6,652,910.      476,170.      MT  (+/- 180 meters Scaled)
 LR0797
 LR0797                          SUPERSEDED SURVEY CONTROL
 LR0797
 LR0797.No superseded survey control is available for this station.
 LR0797
 LR0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE043979(NAD 83)
 LR0797_MARKER: I = METAL ROD
 LR0797_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0797_SP_SET: STAINLESS STEEL ROD
 LR0797_STAMPING: G 437 1985
 LR0797_MARK LOGO: NGS   
 LR0797_PROJECTION: FLUSH
 LR0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0797_ROD/PIPE-DEPTH: 14.6 meters
 LR0797
 LR0797  HISTORY     - Date     Condition        Report By
 LR0797  HISTORY     - 1985     MONUMENTED       NGS
 LR0797
 LR0797                          STATION DESCRIPTION
 LR0797
 LR0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LR0797'0.6 KM (0.4 MI) SOUTH FROM BATTLE MTN.
 LR0797'0.65 KM (0.40 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0797'AT BATTLE MTN, IN THE EAST CORNER OF THE INTERSECTION OF A DIRT ROAD,
 LR0797'0.39 KM (0.24 MI) SOUTHWEST OF THE SOUTHWEST END OF AN INTERSTATE 80
 LR0797'OVERPASS, 0.90 KM (0.56 MI) NORTHEAST OF MILEPOST 117, 42.7 METERS
 LR0797'(140 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 87.2 METERS (286 FT)
 LR0797'SOUTHWEST OF THE CENTER OF THE ROAD AND 9.1 METERS (30 FT) NORTHWEST
 LR0797'OF A TELEPHONE POLE.
 LR0797'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 LR0797'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1416 ***********************************************************************
 KR1416  DESIGNATION -  G 439
 KR1416  PID         -  KR1416
 KR1416  STATE/COUNTY-  NV/CHURCHILL
 KR1416  USGS QUAD   -  SHECKLER RESERVOIR (1985)
 KR1416
 KR1416                         *CURRENT SURVEY CONTROL
 KR1416  ___________________________________________________________________
 KR1416* NAD 83(1986)-  39 29 36.     (N)    118 53 38.     (W)     SCALED    
 KR1416* NAVD 88     -      1222.330  (meters)    4010.26   (feet)  ADJUSTED  
 KR1416  ___________________________________________________________________
 KR1416  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 KR1416  DYNAMIC HT  -        1221.278 (meters)    4006.81  (feet)  COMP
 KR1416  MODELED GRAV-     979,724.4   (mgal)                       NAVD 88
 KR1416
 KR1416  VERT ORDER  -  FIRST     CLASS II
 KR1416
 KR1416.The horizontal coordinates were scaled from a topographic map and have
 KR1416.an estimated accuracy of +/- 6 seconds.
 KR1416
 KR1416.The orthometric height was determined by differential leveling
 KR1416.and adjusted by the National Geodetic Survey in June 1991..
 KR1416
 KR1416.The geoid height was determined by GEOID03.
 KR1416
 KR1416.The dynamic height is computed by dividing the NAVD 88
 KR1416.geopotential number by the normal gravity value computed on the
 KR1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1416.degrees latitude (g = 980.6199 gals.).
 KR1416
 KR1416.The modeled gravity was interpolated from observed gravity values.
 KR1416
 KR1416;                    North         East    Units  Estimated Accuracy
 KR1416;SPC NV W     - 4,526,410.      773,290.      MT  (+/- 180 meters Scaled)
 KR1416
 KR1416                          SUPERSEDED SURVEY CONTROL
 KR1416
 KR1416.No superseded survey control is available for this station.
 KR1416
 KR1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD371732(NAD 83)
 KR1416_MARKER: I = METAL ROD
 KR1416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1416_SP_SET: STAINLESS STEEL ROD
 KR1416_STAMPING: G 439 1986
 KR1416_MARK LOGO: NGS   
 KR1416_PROJECTION: FLUSH
 KR1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1416_ROD/PIPE-DEPTH: 9.8  meters
 KR1416
 KR1416  HISTORY     - Date     Condition        Report By
 KR1416  HISTORY     - 1986     MONUMENTED       NGS
 KR1416
 KR1416                          STATION DESCRIPTION
 KR1416
 KR1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1416'10.5 KM (6.5 MI) WEST FROM FALLON.
 KR1416'0.24 KM (0.15 MI) SOUTH ALONG US HIGHWAY 95 (MAIN STREET) FROM THE
 KR1416'POST OFFICE IN FALLON, THENCE 10.2 KM (6.3 MI) WEST ALONG US HIGHWAY
 KR1416'50, NEAR THE JUNCTION OF LUCAS ROAD LEADING NORTH, 16.5 METERS (54 FT)
 KR1416'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.1 METERS (7.0 FT)
 KR1416'NORTHWEST OF THE EXTENDED CENTERLINE OF LUCAS ROAD, 8.8 METERS (28.8
 KR1416'FT) SOUTH OF THE NORTHWEST END OF A CULVERT HEADWALL, 2.0 METERS (6.4
 KR1416'FT) NORTHEAST OF A RIGHT-OF-WAY FENCE, 0.9 METER (3.0 FT) NORTHWEST
 KR1416'OF A GUYED POWERLINE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 KR1416'A 5-INCH LOGO CAP.
 KR1416'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 KR1416'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0176 ***********************************************************************
 KP0176  DESIGNATION -  G 44
 KP0176  PID         -  KP0176
 KP0176  STATE/COUNTY-  NV/EUREKA
 KP0176  USGS QUAD   -  PINTO SUMMIT (1990)
 KP0176
 KP0176                         *CURRENT SURVEY CONTROL
 KP0176  ___________________________________________________________________
 KP0176* NAD 83(1986)-  39 23 46.     (N)    115 55 16.     (W)     SCALED    
 KP0176* NAVD 88     -      2005.186  (meters)    6578.68   (feet)  ADJUSTED  
 KP0176  ___________________________________________________________________
 KP0176  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 KP0176  DYNAMIC HT  -        2003.091 (meters)    6571.81  (feet)  COMP
 KP0176  MODELED GRAV-     979,510.4   (mgal)                       NAVD 88
 KP0176
 KP0176  VERT ORDER  -  FIRST     CLASS II
 KP0176
 KP0176.The horizontal coordinates were scaled from a topographic map and have
 KP0176.an estimated accuracy of +/- 6 seconds.
 KP0176
 KP0176.The orthometric height was determined by differential leveling
 KP0176.and adjusted by the National Geodetic Survey in June 1991..
 KP0176
 KP0176.The geoid height was determined by GEOID03.
 KP0176
 KP0176.The dynamic height is computed by dividing the NAVD 88
 KP0176.geopotential number by the normal gravity value computed on the
 KP0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0176.degrees latitude (g = 980.6199 gals.).
 KP0176
 KP0176.The modeled gravity was interpolated from observed gravity values.
 KP0176
 KP0176;                    North         East    Units  Estimated Accuracy
 KP0176;SPC NV E     - 8,515,620.      170,910.      MT  (+/- 180 meters Scaled)
 KP0176
 KP0176                          SUPERSEDED SURVEY CONTROL
 KP0176
 KP0176  NGVD 29 (??/??/92) 2003.889  (m)         6574.43   (f) ADJ UNCH    1 2
 KP0176
 KP0176.Superseded values are not recommended for survey control.
 KP0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0176.See file dsdata.txt to determine how the superseded data were derived.
 KP0176
 KP0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND929612(NAD 83)
 KP0176_MARKER: DB = BENCH MARK DISK
 KP0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KP0176_SP_SET: CULVERT
 KP0176_STAMPING: G 44 1934
 KP0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KP0176
 KP0176  HISTORY     - Date     Condition        Report By
 KP0176  HISTORY     - 1934     MONUMENTED       CGS
 KP0176  HISTORY     - 1960     MARK NOT FOUND   NGS
 KP0176
 KP0176                          STATION DESCRIPTION
 KP0176
 KP0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KP0176'8.8 MI SE FROM EUREKA.
 KP0176'8.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KP0176'AT EUREKA, EUREKA COUNTY, 0.7 MILE SOUTH OF THE JUNCTION OF THE
 KP0176'CURRANT AND DUCKWATER ROAD, 105 FEET NORTH OF THE CONCRETE HEADWALL OF
 KP0176'A GALVANIZED-IRON PIPE CULVERT, AND 50 FEET SOUTHEAST OF THE
 KP0176'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1439 ***********************************************************************
 KR1439  DESIGNATION -  G 441
 KR1439  PID         -  KR1439
 KR1439  STATE/COUNTY-  NV/CHURCHILL
 KR1439  USGS QUAD   -  HOT SPRINGS FLAT (1986)
 KR1439
 KR1439                         *CURRENT SURVEY CONTROL
 KR1439  ___________________________________________________________________
 KR1439* NAD 83(1999)-  39 47 34.51854(N)    119 01 05.49147(W)     ADJUSTED  
 KR1439* NAVD 88     -      1243.367  (meters)    4079.28   (feet)  ADJUSTED  
 KR1439  ___________________________________________________________________
 KR1439  EPOCH DATE  -        1999.37
 KR1439  X           -  -2,380,998.610 (meters)                     COMP
 KR1439  Y           -  -4,292,220.592 (meters)                     COMP
 KR1439  Z           -   4,061,126.159 (meters)                     COMP
 KR1439  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 KR1439  ELLIP HEIGHT-        1219.48  (meters)          (05/16/00) GPS OBS
 KR1439  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 KR1439  DYNAMIC HT  -        1242.327 (meters)    4075.87  (feet)  COMP
 KR1439  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 KR1439
 KR1439  HORZ ORDER  -  A
 KR1439  VERT ORDER  -  FIRST     CLASS II
 KR1439  ELLP ORDER  -  FOURTH    CLASS I
 KR1439
 KR1439.The horizontal coordinates were established by GPS observations
 KR1439.and adjusted by the National Geodetic Survey in May 2000..
 KR1439.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KR1439.DATUM ITEM on the data sheet items page.
 KR1439.The horizontal coordinates are valid at the epoch date displayed above.
 KR1439.The epoch date for horizontal control is a decimal equivalence
 KR1439.of Year/Month/Day.
 KR1439
 KR1439.The orthometric height was determined by differential leveling
 KR1439.and adjusted by the National Geodetic Survey in June 1991..
 KR1439
 KR1439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KR1439
 KR1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1439
 KR1439.The ellipsoidal height was determined by GPS observations
 KR1439.and is referenced to NAD 83.
 KR1439
 KR1439.The geoid height was determined by GEOID03.
 KR1439
 KR1439.The dynamic height is computed by dividing the NAVD 88
 KR1439.geopotential number by the normal gravity value computed on the
 KR1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1439.degrees latitude (g = 980.6199 gals.).
 KR1439
 KR1439.The modeled gravity was interpolated from observed gravity values.
 KR1439
 KR1439;                    North         East     Units Scale Factor Converg.
 KR1439;SPC NV W     - 4,559,712.749   762,757.465   MT  0.99991707   -0 16 41.9
 KR1439;SPC NV W     -14,959,657.58  2,502,480.12   sFT  0.99991707   -0 16 41.9
 KR1439;UTM  11      - 4,406,722.195   327,201.938   MT  0.99996761   -1 17 31.2
 KR1439
 KR1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1439!SPC NV W     -   0.99980872  x   0.99991707  =   0.99972581
 KR1439!UTM  11      -   0.99980872  x   0.99996761  =   0.99977634
 KR1439
 KR1439                          SUPERSEDED SURVEY CONTROL
 KR1439
 KR1439  NAVD 88 (05/16/00) 1243.37   (m)         4079.3    (f) LEVELING    3  
 KR1439
 KR1439.Superseded values are not recommended for survey control.
 KR1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1439.See file dsdata.txt to determine how the superseded data were derived.
 KR1439
 KR1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE2720206722(NAD 83)
 KR1439_MARKER: F = FLANGE-ENCASED ROD
 KR1439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1439_SP_SET: STAINLESS STEEL ROD
 KR1439_STAMPING: G 441 1986
 KR1439_MARK LOGO: NGS   
 KR1439_PROJECTION: FLUSH
 KR1439_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1439+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1999
 KR1439_ROD/PIPE-DEPTH: 4.6  meters
 KR1439
 KR1439  HISTORY     - Date     Condition        Report By
 KR1439  HISTORY     - 1986     MONUMENTED       NGS
 KR1439  HISTORY     - 19990112 GOOD             NGS
 KR1439
 KR1439                          STATION DESCRIPTION
 KR1439
 KR1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1439'30.4 KM (18.9 MI) NE FROM FERNLEY.
 KR1439'3.81 KM (2.38 MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE
 KR1439'POST OFFICE IN FERNLEY, THENCE 26.6 KM (16.5 MI) NORTHEAST ALONG I-80,
 KR1439'0.40 KM (0.25 MI) NORTHEAST OF MILE POST 65, 0.33 KM (0.21 MI)
 KR1439'NORTHEAST OF THE BRIDGE FOR EXIT 65, 40.8 METERS (134 FT) SOUTHEAST OF
 KR1439'THE CENTERLINE OF THE EASTBOUND ON RAMP, 54.3 METERS (178 FT)
 KR1439'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES, 0.6 METERS (2.0
 KR1439'FT) NORTHWEST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 KR1439'THROUGH A 5-INCH LOGO CAP.
 KR1439'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR1439'THE MARK IS 1.4 M BELOW THE HIGHWAY.
 KR1439
 KR1439                          STATION RECOVERY (1999)
 KR1439
 KR1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 KR1439'THE STATION IS LOCATED ABOUT 64.37 KM (40.00 MI) SOUTHWEST OF
 KR1439'LOVELOCK, 30.57 KM (19.00 MI) NORTHEAST OF FERNLEY, ON THE NORTHWEST
 KR1439'SIDE OF THE INTERSTATE HIGHWAY 80 RIGHT-OF-WAY FENCE, 0.40 KM (0.25
 KR1439'MI) NORTHEAST OF MILEPOST 65 AND NEAR THE END OF THE EASTBOUND
 KR1439'ENTRANCE RAMP OF EXIT 65 (HOT SPRINGS EXIT) .  OWNERSHIP--CHURCHILL
 KR1439'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95
 KR1439'AND INTERSTATE HIGHWAY 80 (EXIT 46) IN FERNLEY, GO NORTHEAST ON
 KR1439'INTERSTATE HIGHWAY 80 FOR 30.9 KM (19.20 MI) TO THE HOT SPRINGS EXIT
 KR1439'(EXIT 65) .  FOLLOW THE EXIT RAMP TO ITS END AT THE JUNCTION OF THE
 KR1439'SERVICE ROAD.  CONTINUE AHEAD, NORTHEAST, CROSSING THE SERVICE ROAD
 KR1439'ONTO THE EASTBOUND ENTRANCE RAMP OF HIGHWAY 80.  CONTINUE AHEAD,
 KR1439'NORTHEAST ON THE ENTRANCE RAMP FOR 0.32 KM (0.20 MI) TO THE STATION ON
 KR1439'THE RIGHT, SOUTH-SOUTHEAST OF THE END OF THE ENTRANCE RAMP AND ON THE
 KR1439'NORTHWEST SIDE OF THE CENTER ONE OF THREE RAILROAD TIE BRACE POSTS IN
 KR1439'THE BARBED WIRE RIGHT-OF-WAY FENCE FOR HIGHWAY 80.  THE STATION IS A
 KR1439'STAINLESS STEEL ROD ENCASED IN A 13 CM PVC PIPE WITH LOGO CAP
 KR1439'SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.  IT IS 54.24 M (177.95
 KR1439'FT) SOUTHEAST OF THE CENTER OF THE NORTHEAST BOUND LANE OF HIGHWAY 80,
 KR1439'ABOUT 0.6 M (2.0 FT) LOWER THAN THE HIGHWAY, 40.84 M (133.99 FT)
 KR1439'SOUTHEAST OF THE CENTER OF THE EASTBOUND ENTRANCE RAMP OF HIGHWAY 80,
 KR1439'0.6 M (2.0 FT) NORTHWEST OF THE BRACE POST IN THE RIGHT-OF-WAY FENCE
 KR1439'AND 0.3 M (1.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1408 ***********************************************************************
 KR1408  DESIGNATION -  G 442
 KR1408  PID         -  KR1408
 KR1408  STATE/COUNTY-  NV/LYON
 KR1408  USGS QUAD   -  FERNLEY WEST (1985)
 KR1408
 KR1408                         *CURRENT SURVEY CONTROL
 KR1408  ___________________________________________________________________
 KR1408* NAD 83(1986)-  39 36 57.     (N)    119 15 56.     (W)     SCALED    
 KR1408* NAVD 88     -      1259.559  (meters)    4132.40   (feet)  ADJUSTED  
 KR1408  ___________________________________________________________________
 KR1408  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR1408  DYNAMIC HT  -        1258.469 (meters)    4128.83  (feet)  COMP
 KR1408  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 KR1408
 KR1408  VERT ORDER  -  FIRST     CLASS II
 KR1408
 KR1408.The horizontal coordinates were scaled from a topographic map and have
 KR1408.an estimated accuracy of +/- 6 seconds.
 KR1408
 KR1408.The orthometric height was determined by differential leveling
 KR1408.and adjusted by the National Geodetic Survey in June 1991..
 KR1408
 KR1408.The geoid height was determined by GEOID03.
 KR1408
 KR1408.The dynamic height is computed by dividing the NAVD 88
 KR1408.geopotential number by the normal gravity value computed on the
 KR1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1408.degrees latitude (g = 980.6199 gals.).
 KR1408
 KR1408.The modeled gravity was interpolated from observed gravity values.
 KR1408
 KR1408;                    North         East    Units  Estimated Accuracy
 KR1408;SPC NV W     - 4,540,190.      741,420.      MT  (+/- 180 meters Scaled)
 KR1408
 KR1408                          SUPERSEDED SURVEY CONTROL
 KR1408
 KR1408.No superseded survey control is available for this station.
 KR1408
 KR1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD055875(NAD 83)
 KR1408_MARKER: I = METAL ROD
 KR1408_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KR1408_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KR1408_STAMPING: G 442 1986
 KR1408_MARK LOGO: NGS   
 KR1408_PROJECTION: FLUSH
 KR1408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1408+STABILITY: POSITION/ELEVATION WELL
 KR1408_ROD/PIPE-DEPTH: 14.6 meters
 KR1408_SLEEVE-DEPTH  : 6.1 meters
 KR1408
 KR1408  HISTORY     - Date     Condition        Report By
 KR1408  HISTORY     - 1986     MONUMENTED       NGS
 KR1408
 KR1408                          STATION DESCRIPTION
 KR1408
 KR1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1408'2.3 KM (1.4 MI) NW FROM FERNLEY.
 KR1408'2.32 KM (1.45 MI) NORTHWEST ALONG US ALTERNATE HIGHWAY 95 FROM THE
 KR1408'POST OFFICE IN FERNLEY, IN THE TRIANGLE FORMED BY ALTERNATE HIGHWAY
 KR1408'95, INTERSTATE HIGHWAY 80, AND I-80 EASTBOUND OFFRAMP, 23.1 METERS (76
 KR1408'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF ALTERNATE
 KR1408'HIGHWAY 95, 23.4 METERS (77 FT) SOUTH OF THE CENTERLINE OF THE
 KR1408'EASTBOUND LANES OF I-80, 34.4 METERS (113 FT) NORTH OF THE CENTERLINE
 KR1408'OF THE EASTBOUND OFFRAMP, 1.2 METERS (4.0 FT) SOUTH OF A RIGHT-OF-WAY
 KR1408'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KR1408'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KR1408'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR1244 ***********************************************************************
 HR1244  DESIGNATION -  G 443
 HR1244  PID         -  HR1244
 HR1244  STATE/COUNTY-  NV/MINERAL
 HR1244  USGS QUAD   -  MT MONTGOMERY (1994)
 HR1244
 HR1244                         *CURRENT SURVEY CONTROL
 HR1244  ___________________________________________________________________
 HR1244* NAD 83(1986)-  37 57 55.     (N)    118 20 28.     (W)     SCALED    
 HR1244* NAVD 88     -      2096.031  (meters)    6876.73   (feet)  ADJUSTED  
 HR1244  ___________________________________________________________________
 HR1244  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 HR1244  DYNAMIC HT  -        2093.545 (meters)    6868.57  (feet)  COMP
 HR1244  MODELED GRAV-     979,367.8   (mgal)                       NAVD 88
 HR1244
 HR1244  VERT ORDER  -  FIRST     CLASS II
 HR1244
 HR1244.The horizontal coordinates were scaled from a topographic map and have
 HR1244.an estimated accuracy of +/- 6 seconds.
 HR1244
 HR1244.The orthometric height was determined by differential leveling
 HR1244.and adjusted by the National Geodetic Survey in June 1991..
 HR1244
 HR1244.The geoid height was determined by GEOID03.
 HR1244
 HR1244.The dynamic height is computed by dividing the NAVD 88
 HR1244.geopotential number by the normal gravity value computed on the
 HR1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1244.degrees latitude (g = 980.6199 gals.).
 HR1244
 HR1244.The modeled gravity was interpolated from observed gravity values.
 HR1244
 HR1244;                    North         East    Units  Estimated Accuracy
 HR1244;SPC NV W     - 4,356,780.      821,280.      MT  (+/- 180 meters Scaled)
 HR1244
 HR1244                          SUPERSEDED SURVEY CONTROL
 HR1244
 HR1244.No superseded survey control is available for this station.
 HR1244
 HR1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC821028(NAD 83)
 HR1244_MARKER: DB = BENCH MARK DISK
 HR1244_SETTING: 66 = SET IN ROCK OUTCROP
 HR1244_SP_SET: ROCK OUTCROP
 HR1244_STAMPING: G 443 1986
 HR1244_MARK LOGO: NGS   
 HR1244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR1244+STABILITY: POSITION/ELEVATION WELL
 HR1244
 HR1244  HISTORY     - Date     Condition        Report By
 HR1244  HISTORY     - 1986     MONUMENTED       NGS
 HR1244
 HR1244                          STATION DESCRIPTION
 HR1244
 HR1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HR1244'2.5 KM (1.55 MI) SW FROM MOUNT MONTGOMERY.
 HR1244'2.5 KM (1.6 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN
 HR1244'MOUNT MONTGOMERY, 0.15 KM (0.09 MI) SOUTHWEST OF MILEPOST 7, ACROSS
 HR1244'THE HIGHWAY FROM A TURNOUT BETWEEN 2 GUARDRAILS, 9.4 METERS (31.0 FT)
 HR1244'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 27.1 METERS (89.0 FT)
 HR1244'SOUTHWEST OF A CONCRETE FLUME ON A CUT BANK, 16.2 METERS (53.0 FT)
 HR1244'WEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST END OF A METAL
 HR1244'GUARDRAIL, IN TOP AND 0.3 METER (1.0 FT) WEST OF THE EAST END OF A
 HR1244'0.6- BY 1.2-METER ROCK OUTCROP.
 HR1244'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 HR1244'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1806 ***********************************************************************
 KR1806  DESIGNATION -  G 446
 KR1806  PID         -  KR1806
 KR1806  STATE/COUNTY-  NV/CHURCHILL
 KR1806  USGS QUAD   -  GRIMES POINT (1985)
 KR1806
 KR1806                         *CURRENT SURVEY CONTROL
 KR1806  ___________________________________________________________________
 KR1806* NAD 83(1986)-  39 27 36.     (N)    118 42 19.     (W)     SCALED    
 KR1806* NAVD 88     -      1201.438  (meters)    3941.72   (feet)  ADJUSTED  
 KR1806  ___________________________________________________________________
 KR1806  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 KR1806  DYNAMIC HT  -        1200.402 (meters)    3938.32  (feet)  COMP
 KR1806  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 KR1806
 KR1806  VERT ORDER  -  FIRST     CLASS II
 KR1806
 KR1806.The horizontal coordinates were scaled from a topographic map and have
 KR1806.an estimated accuracy of +/- 6 seconds.
 KR1806
 KR1806.The orthometric height was determined by differential leveling
 KR1806.and adjusted by the National Geodetic Survey in October 1991..
 KR1806
 KR1806.The geoid height was determined by GEOID03.
 KR1806
 KR1806.The dynamic height is computed by dividing the NAVD 88
 KR1806.geopotential number by the normal gravity value computed on the
 KR1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1806.degrees latitude (g = 980.6199 gals.).
 KR1806
 KR1806.The modeled gravity was interpolated from observed gravity values.
 KR1806
 KR1806;                    North         East    Units  Estimated Accuracy
 KR1806;SPC NV W     - 4,522,670.      789,510.      MT  (+/- 180 meters Scaled)
 KR1806
 KR1806                          SUPERSEDED SURVEY CONTROL
 KR1806
 KR1806.No superseded survey control is available for this station.
 KR1806
 KR1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD532692(NAD 83)
 KR1806_MARKER: DB = BENCH MARK DISK
 KR1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1806_SP_SET: CONCRETE POST
 KR1806_STAMPING: G 446 1991
 KR1806_MARK LOGO: USN   
 KR1806_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1806+STABILITY: SURFACE MOTION
 KR1806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1806+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 KR1806
 KR1806  HISTORY     - Date     Condition        Report By
 KR1806  HISTORY     - 1991     MONUMENTED       NGS
 KR1806  HISTORY     - 20051012 GOOD             GEOCAC
 KR1806
 KR1806                          STATION DESCRIPTION
 KR1806
 KR1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1806'6.2 KM (3.9 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL IN
 KR1806'FALLON, THENCE 1.7 KM (1.1 MI) SOUTHERLY ALONG DOWNS LANE, 14.5 M
 KR1806'(47.6 FT) SOUTH OF THE CENTER OF THE LANE, 6.2 M (20.3 FT) EAST OF
 KR1806'THE CENTER OF A DRIVEWAY, 5.0 M (16.4 FT) NORTH OF A FENCE CORNER,
 KR1806'0.6 M (2.0 FT) WEST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW
 KR1806'THE LEVEL OF THE DRIVEWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 KR1806'SURFACE.
 KR1806
 KR1806                          STATION RECOVERY (2005)
 KR1806
 KR1806'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR1806'MONUMENT IS 0.15M (0.5FT) BELOW THE LEVEL OF THE GROUND.  OBSERVED
 KR1806'GPSR COORDINATES N39 27 36.72, W118 42 20.94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1826 ***********************************************************************
 KR1826  DESIGNATION -  G 447
 KR1826  PID         -  KR1826
 KR1826  STATE/COUNTY-  NV/CHURCHILL
 KR1826  USGS QUAD   -  GRIMES POINT (1985)
 KR1826
 KR1826                         *CURRENT SURVEY CONTROL
 KR1826  ___________________________________________________________________
 KR1826* NAD 83(1986)-  39 25 01.     (N)    118 43 29.     (W)     SCALED    
 KR1826* NAVD 88     -      1198.794  (meters)    3933.04   (feet)  ADJUSTED  
 KR1826  ___________________________________________________________________
 KR1826  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 KR1826  DYNAMIC HT  -        1197.751 (meters)    3929.62  (feet)  COMP
 KR1826  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 KR1826
 KR1826  VERT ORDER  -  FIRST     CLASS II
 KR1826
 KR1826.The horizontal coordinates were scaled from a topographic map and have
 KR1826.an estimated accuracy of +/- 6 seconds.
 KR1826
 KR1826.The orthometric height was determined by differential leveling
 KR1826.and adjusted by the National Geodetic Survey in October 1991..
 KR1826
 KR1826.The geoid height was determined by GEOID03.
 KR1826
 KR1826.The dynamic height is computed by dividing the NAVD 88
 KR1826.geopotential number by the normal gravity value computed on the
 KR1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1826.degrees latitude (g = 980.6199 gals.).
 KR1826
 KR1826.The modeled gravity was interpolated from observed gravity values.
 KR1826
 KR1826;                    North         East    Units  Estimated Accuracy
 KR1826;SPC NV W     - 4,517,890.      787,830.      MT  (+/- 180 meters Scaled)
 KR1826
 KR1826                          SUPERSEDED SURVEY CONTROL
 KR1826
 KR1826.No superseded survey control is available for this station.
 KR1826
 KR1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD515644(NAD 83)
 KR1826_MARKER: DB = BENCH MARK DISK
 KR1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1826_SP_SET: CONCRETE POST
 KR1826_STAMPING: G 447 1991
 KR1826_MARK LOGO: USN   
 KR1826_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1826+STABILITY: SURFACE MOTION
 KR1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1826+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 KR1826
 KR1826  HISTORY     - Date     Condition        Report By
 KR1826  HISTORY     - 1991     MONUMENTED       NGS
 KR1826  HISTORY     - 20050520 GOOD             GEOCAC
 KR1826
 KR1826                          STATION DESCRIPTION
 KR1826
 KR1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1826'12.2 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR1826'IN FALLON, THENCE 5.1 KM (3.2 MI) WESTERLY ALONG WILDES ROAD, THENCE
 KR1826'3.7 KM (2.3 MI) SOUTHERLY ALONG CARSON ROAD LEADING TO THE NORTH GATE
 KR1826'OF THE FALLON NAVAL AIR STATION, THENCE 0.6 KM (0.4 MI) WESTERLY
 KR1826'ALONG A GRAVELED ROAD, 29.2 M (95.8 FT) NORTHEAST OF THE CENTER OF A
 KR1826'GATE, 27.6 M (90.6 FT) EAST OF A CHAIN-LINK FENCE, 10.5 M (34.4 FT)
 KR1826'NORTH OF THE CENTER OF THE ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 KR1826'THE ROAD, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 KR1826'FLUSH WITH THE GROUND SURFACE.
 KR1826
 KR1826                          STATION RECOVERY (2005)
 KR1826
 KR1826'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR1826'GATE NOW KNOWN AS UNION ROAD GATE.  OBSERVED GPSR COORDINATES N39 25
 KR1826'00.12, W118 43 29.52
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0217 ***********************************************************************
 KQ0217  DESIGNATION -  G 45
 KQ0217  PID         -  KQ0217
 KQ0217  STATE/COUNTY-  NV/LANDER
 KQ0217  USGS QUAD   -  AUSTIN (1988)
 KQ0217
 KQ0217                         *CURRENT SURVEY CONTROL
 KQ0217  ___________________________________________________________________
 KQ0217* NAD 83(1986)-  39 29 55.     (N)    117 07 12.     (W)     SCALED    
 KQ0217* NAVD 88     -      1799.580  (meters)    5904.12   (feet)  ADJUSTED  
 KQ0217  ___________________________________________________________________
 KQ0217  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 KQ0217  DYNAMIC HT  -        1797.752 (meters)    5898.12  (feet)  COMP
 KQ0217  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 KQ0217
 KQ0217  VERT ORDER  -  FIRST     CLASS II
 KQ0217
 KQ0217.The horizontal coordinates were scaled from a topographic map and have
 KQ0217.an estimated accuracy of +/- 6 seconds.
 KQ0217
 KQ0217.The orthometric height was determined by differential leveling
 KQ0217.and adjusted by the National Geodetic Survey in June 1991..
 KQ0217
 KQ0217.The geoid height was determined by GEOID03.
 KQ0217
 KQ0217.The dynamic height is computed by dividing the NAVD 88
 KQ0217.geopotential number by the normal gravity value computed on the
 KQ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0217.degrees latitude (g = 980.6199 gals.).
 KQ0217
 KQ0217.The modeled gravity was interpolated from observed gravity values.
 KQ0217
 KQ0217;                    North         East    Units  Estimated Accuracy
 KQ0217;SPC NV C     - 6,527,050.      461,010.      MT  (+/- 180 meters Scaled)
 KQ0217
 KQ0217                          SUPERSEDED SURVEY CONTROL
 KQ0217
 KQ0217  NGVD 29 (??/??/92) 1798.258  (m)         5899.78   (f) ADJ UNCH    1 2
 KQ0217
 KQ0217.Superseded values are not recommended for survey control.
 KQ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0217.See file dsdata.txt to determine how the superseded data were derived.
 KQ0217
 KQ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD896721(NAD 83)
 KQ0217_MARKER: DB = BENCH MARK DISK
 KQ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0217_STAMPING: G 45 1934
 KQ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0217+STABILITY: SURFACE MOTION
 KQ0217
 KQ0217  HISTORY     - Date     Condition        Report By
 KQ0217  HISTORY     - 1934     MONUMENTED       CGS
 KQ0217  HISTORY     - 1955     GOOD             NGS
 KQ0217  HISTORY     - 1985     MARK NOT FOUND   NGS
 KQ0217
 KQ0217                          STATION DESCRIPTION
 KQ0217
 KQ0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0217'2.9 MI W FROM AUSTIN.
 KQ0217'2.9 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0217'AUSTIN, AT THE Y JUNCTION OF A DIRT ROAD LEADING SOUTH AND A TRACK
 KQ0217'ROAD LEADING WEST, AT THE NORTHEAST END OF A SHALLOW DIRT CUT, 300
 KQ0217'FEET SOUTHWEST OF THE CENTER OF THE NORTHWEST END OF AN 18-INCH
 KQ0217'CORRUGATED METAL PIPE CULVERT, 41.5 FEET NORTHWEST OF THE CENTER LINE
 KQ0217'OF THE HIGHWAY, 17 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD,
 KQ0217'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KQ0217'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 KQ0217
 KQ0217                          STATION RECOVERY (1985)
 KQ0217
 KQ0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0217'NOT RECOVERED, DUE TO HEAVY SNOW IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0323 ***********************************************************************
 KQ0323  DESIGNATION -  G 46
 KQ0323  PID         -  KQ0323
 KQ0323  STATE/COUNTY-  NV/CHURCHILL
 KQ0323  USGS QUAD   -  BUFFALO SUMMIT (1969)
 KQ0323
 KQ0323                         *CURRENT SURVEY CONTROL
 KQ0323  ___________________________________________________________________
 KQ0323* NAD 83(1986)-  39 14 24.     (N)    117 46 04.     (W)     SCALED    
 KQ0323* NAVD 88     -      1947.487  (meters)    6389.38   (feet)  ADJUSTED  
 KQ0323  ___________________________________________________________________
 KQ0323  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 KQ0323  DYNAMIC HT  -        1945.441 (meters)    6382.67  (feet)  COMP
 KQ0323  MODELED GRAV-     979,507.2   (mgal)                       NAVD 88
 KQ0323
 KQ0323  VERT ORDER  -  FIRST     CLASS II
 KQ0323
 KQ0323.The horizontal coordinates were scaled from a topographic map and have
 KQ0323.an estimated accuracy of +/- 6 seconds.
 KQ0323
 KQ0323.The orthometric height was determined by differential leveling
 KQ0323.and adjusted by the National Geodetic Survey in June 1991..
 KQ0323
 KQ0323.The geoid height was determined by GEOID03.
 KQ0323
 KQ0323.The dynamic height is computed by dividing the NAVD 88
 KQ0323.geopotential number by the normal gravity value computed on the
 KQ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0323.degrees latitude (g = 980.6199 gals.).
 KQ0323
 KQ0323.The modeled gravity was interpolated from observed gravity values.
 KQ0323
 KQ0323;                    North         East    Units  Estimated Accuracy
 KQ0323;SPC NV W     - 4,498,560.      870,400.      MT  (+/- 180 meters Scaled)
 KQ0323
 KQ0323                          SUPERSEDED SURVEY CONTROL
 KQ0323
 KQ0323  NGVD 29 (??/??/92) 1946.189  (m)         6385.12   (f) ADJ UNCH    1 2
 KQ0323
 KQ0323.Superseded values are not recommended for survey control.
 KQ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0323.See file dsdata.txt to determine how the superseded data were derived.
 KQ0323
 KQ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD337436(NAD 83)
 KQ0323_MARKER: DB = BENCH MARK DISK
 KQ0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0323_STAMPING: G 46 1934
 KQ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0323+STABILITY: SURFACE MOTION
 KQ0323
 KQ0323  HISTORY     - Date     Condition        Report By
 KQ0323  HISTORY     - 1934     MONUMENTED       CGS
 KQ0323  HISTORY     - 1955     MARK NOT FOUND   NGS
 KQ0323  HISTORY     - 1967     MARK NOT FOUND   NGS
 KQ0323
 KQ0323                          STATION DESCRIPTION
 KQ0323
 KQ0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0323'8.0 MI SE FROM EASTGATE.
 KQ0323'8.0 MILES SOUTHEAST OF EASTGATE STORE, EASTGATE, CHURCHILL COUNTY, 87
 KQ0323'FEET WEST OF AND IN FRONT OF A HIGHWAY GARAGE DUG IN SIDE OF HILL, AND
 KQ0323'38 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 50.
 KQ0323
 KQ0323                          STATION RECOVERY (1967)
 KQ0323
 KQ0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KQ0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0222 ***********************************************************************
 KR0222  DESIGNATION -  G 47
 KR0222  PID         -  KR0222
 KR0222  STATE/COUNTY-  NV/CHURCHILL
 KR0222  USGS QUAD   -  BUNEJUG MTS (1985)
 KR0222
 KR0222                         *CURRENT SURVEY CONTROL
 KR0222  ___________________________________________________________________
 KR0222* NAD 83(1986)-  39 22 29.     (N)    118 34 55.     (W)     SCALED    
 KR0222* NAVD 88     -      1207.69   (+/-2cm)    3962.2    (feet)  VERTCON   
 KR0222  ___________________________________________________________________
 KR0222  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 KR0222
 KR0222  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0222
 KR0222.The horizontal coordinates were scaled from a topographic map and have
 KR0222.an estimated accuracy of +/- 6 seconds.
 KR0222
 KR0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0222.The vertical order pertains to the NGVD 29 superseded value.
 KR0222
 KR0222.The geoid height was determined by GEOID03.
 KR0222
 KR0222;                    North         East    Units  Estimated Accuracy
 KR0222;SPC NV W     - 4,513,200.      800,120.      MT  (+/- 180 meters Scaled)
 KR0222
 KR0222                          SUPERSEDED SURVEY CONTROL
 KR0222
 KR0222  NGVD 29 (??/??/92) 1206.720  (m)         3959.05   (f) ADJ UNCH    1 2
 KR0222
 KR0222.Superseded values are not recommended for survey control.
 KR0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0222.See file dsdata.txt to determine how the superseded data were derived.
 KR0222
 KR0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD637595(NAD 83)
 KR0222_MARKER: DB = BENCH MARK DISK
 KR0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0222_STAMPING: G-47 1934
 KR0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0222+STABILITY: SURFACE MOTION
 KR0222
 KR0222  HISTORY     - Date     Condition        Report By
 KR0222  HISTORY     - 1934     MONUMENTED       CGS
 KR0222  HISTORY     - 1955     MARK NOT FOUND   NGS
 KR0222
 KR0222                          STATION DESCRIPTION
 KR0222
 KR0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KR0222'IN SALT WELLS.
 KR0222'0.1 MILE EAST OF SALT WELLS STATION.  54 FEET NORTH OF CENTER LINE OF
 KR0222'HIGHWAY U.S. 50.  53 FEET WEST OF HIGHWAY CUT.
 KR0222
 KR0222                          STATION RECOVERY (1955)
 KR0222
 KR0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KR0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0168 ***********************************************************************
 MV0168  DESIGNATION -  G 48
 MV0168  PID         -  MV0168
 MV0168  STATE/COUNTY-  NV/WASHOE
 MV0168  USGS QUAD   -  FORTYNINE MTN (1982)
 MV0168
 MV0168                         *CURRENT SURVEY CONTROL
 MV0168  ___________________________________________________________________
 MV0168* NAD 83(1986)-  41 35 28.     (N)    119 53 55.     (W)     SCALED    
 MV0168* NAVD 88     -      1827.050  (meters)    5994.25   (feet)  ADJUSTED  
 MV0168  ___________________________________________________________________
 MV0168  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 MV0168  DYNAMIC HT  -        1825.630 (meters)    5989.59  (feet)  COMP
 MV0168  MODELED GRAV-     979,780.2   (mgal)                       NAVD 88
 MV0168
 MV0168  VERT ORDER  -  FIRST     CLASS II
 MV0168
 MV0168.The horizontal coordinates were scaled from a topographic map and have
 MV0168.an estimated accuracy of +/- 6 seconds.
 MV0168
 MV0168.The orthometric height was determined by differential leveling
 MV0168.and adjusted by the National Geodetic Survey in June 1991..
 MV0168
 MV0168.The geoid height was determined by GEOID03.
 MV0168
 MV0168.The dynamic height is computed by dividing the NAVD 88
 MV0168.geopotential number by the normal gravity value computed on the
 MV0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0168.degrees latitude (g = 980.6199 gals.).
 MV0168
 MV0168.The modeled gravity was interpolated from observed gravity values.
 MV0168
 MV0168;                    North         East    Units  Estimated Accuracy
 MV0168;SPC NV W     - 4,760,120.      690,340.      MT  (+/- 180 meters Scaled)
 MV0168
 MV0168                          SUPERSEDED SURVEY CONTROL
 MV0168
 MV0168  NGVD 29 (??/??/92) 1825.818  (m)         5990.20   (f) ADJ UNCH    1 2
 MV0168
 MV0168.Superseded values are not recommended for survey control.
 MV0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0168.See file dsdata.txt to determine how the superseded data were derived.
 MV0168
 MV0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG584084(NAD 83)
 MV0168_MARKER: DB = BENCH MARK DISK
 MV0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0168_STAMPING: G 48 1934
 MV0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0168+STABILITY: SURFACE MOTION
 MV0168
 MV0168  HISTORY     - Date     Condition        Report By
 MV0168  HISTORY     - 1934     MONUMENTED       CGS
 MV0168  HISTORY     - 1968     GOOD             NGS
 MV0168
 MV0168                          STATION DESCRIPTION
 MV0168
 MV0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0168'4.1 MI SW FROM VYA.
 MV0168'ABOUT 4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 8 A FROM THE VYA HIGHWAY
 MV0168'JUNCTION ABOUT 1 MILE SOUTHEAST OF VYA, WASHOE COUNTY, ABOUT 150 FEET
 MV0168'WEST OF THE JUNCTION OF A ROAD TO VYA, AND 50 FEET SOUTH OF THE CENTER
 MV0168'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 48 1934 AND SET IN
 MV0168'THE TOP OF A CONCRETE POST.
 MV0168
 MV0168                          STATION RECOVERY (1968)
 MV0168
 MV0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MV0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0189 ***********************************************************************
 MV0189  DESIGNATION -  G 49
 MV0189  PID         -  MV0189
 MV0189  STATE/COUNTY-  NV/WASHOE
 MV0189  USGS QUAD   -  CROOKS MEADOW (1966)
 MV0189
 MV0189                         *CURRENT SURVEY CONTROL
 MV0189  ___________________________________________________________________
 MV0189* NAD 83(1986)-  41 48 06.     (N)    119 56 21.     (W)     SCALED    
 MV0189* NAVD 88     -      1841.235  (meters)    6040.79   (feet)  POSTED    
 MV0189  ___________________________________________________________________
 MV0189  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 MV0189  DYNAMIC HT  -        1839.890 (meters)    6036.37  (feet)  COMP
 MV0189  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 MV0189
 MV0189  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 MV0189
 MV0189.The horizontal coordinates were scaled from a topographic map and have
 MV0189.an estimated accuracy of +/- 6 seconds.
 MV0189
 MV0189.The orthometric height was determined by differential leveling
 MV0189.and adjusted by the National Geodetic Survey in 1992..
 MV0189.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 MV0189.rate of 4.1 thru 8.0 mm/km.
 MV0189
 MV0189.The geoid height was determined by GEOID03.
 MV0189
 MV0189.The dynamic height is computed by dividing the NAVD 88
 MV0189.geopotential number by the normal gravity value computed on the
 MV0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0189.degrees latitude (g = 980.6199 gals.).
 MV0189
 MV0189.The modeled gravity was interpolated from observed gravity values.
 MV0189
 MV0189;                    North         East    Units  Estimated Accuracy
 MV0189;SPC NV W     - 4,783,560.      687,330.      MT  (+/- 180 meters Scaled)
 MV0189
 MV0189                          SUPERSEDED SURVEY CONTROL
 MV0189
 MV0189  NGVD 29 (??/??/92) 1839.989  (m)         6036.70   (f) ADJ UNCH    2 0
 MV0189
 MV0189.Superseded values are not recommended for survey control.
 MV0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0189.See file dsdata.txt to determine how the superseded data were derived.
 MV0189
 MV0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG558319(NAD 83)
 MV0189_MARKER: DB = BENCH MARK DISK
 MV0189_SETTING: 66 = SET IN ROCK OUTCROP
 MV0189_SP_SET: ROCK OUTCROP
 MV0189_STAMPING: G 49 1934
 MV0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0189+STABILITY: POSITION/ELEVATION WELL
 MV0189
 MV0189  HISTORY     - Date     Condition        Report By
 MV0189  HISTORY     - 1934     MONUMENTED       CGS
 MV0189
 MV0189                          STATION DESCRIPTION
 MV0189
 MV0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0189'7.0 MI NW FROM SEVIER RANCH.
 MV0189'ABOUT 7.0 MILES NORTHWEST ALONG THE ROAD LEADING TO POWELL RANCH,
 MV0189'CALIFORNIA, FROM THE RANCH HOUSE AT SEVIER RANCH, WASHOE COUNTY, ABOUT
 MV0189'0.1 MILE EAST OF THE SUMMIT OF A RIDGE BETWEEN NEW YEARS LAKE VALLEY
 MV0189'AND COOKS LAKE VALLEY, 15 FEET SOUTH OF AN OLD WAGON ROAD, IN A ROCK
 MV0189'OUTCROP, OUTSIDE OF A FENCE AND SOUTH OF A GATE.  A STANDARD DISK,
 MV0189'STAMPED G 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0444 ***********************************************************************
 LQ0444  DESIGNATION -  G 5
 LQ0444  PID         -  LQ0444
 LQ0444  STATE/COUNTY-  NV/ELKO
 LQ0444  USGS QUAD   -  ELKO WEST (1975)
 LQ0444
 LQ0444                         *CURRENT SURVEY CONTROL
 LQ0444  ___________________________________________________________________
 LQ0444* NAD 83(1986)-  40 49 38.     (N)    115 46 16.     (W)     SCALED    
 LQ0444* NAVD 88     -      1542.012  (meters)    5059.08   (feet)  POSTED    
 LQ0444  ___________________________________________________________________
 LQ0444  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 LQ0444  DYNAMIC HT  -        1540.740 (meters)    5054.91  (feet)  COMP
 LQ0444  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 LQ0444
 LQ0444  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LQ0444
 LQ0444.The horizontal coordinates were scaled from a topographic map and have
 LQ0444.an estimated accuracy of +/- 6 seconds.
 LQ0444
 LQ0444.The orthometric height was determined by differential leveling
 LQ0444.and adjusted by the National Geodetic Survey in 1992..
 LQ0444.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LQ0444.rate of 0.0 thru 1.0 mm/km.
 LQ0444
 LQ0444.The geoid height was determined by GEOID03.
 LQ0444
 LQ0444.The dynamic height is computed by dividing the NAVD 88
 LQ0444.geopotential number by the normal gravity value computed on the
 LQ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0444.degrees latitude (g = 980.6199 gals.).
 LQ0444
 LQ0444.The modeled gravity was interpolated from observed gravity values.
 LQ0444
 LQ0444;                    North         East    Units  Estimated Accuracy
 LQ0444;SPC NV E     - 8,674,480.      184,160.      MT  (+/- 180 meters Scaled)
 LQ0444
 LQ0444                          SUPERSEDED SURVEY CONTROL
 LQ0444
 LQ0444  NGVD 29 (??/??/92) 1540.895  (m)         5055.42   (f) ADJ UNCH    1 2
 LQ0444
 LQ0444.Superseded values are not recommended for survey control.
 LQ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0444.See file dsdata.txt to determine how the superseded data were derived.
 LQ0444
 LQ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF036203(NAD 83)
 LQ0444_MARKER: Q = CHISELED SQUARE
 LQ0444_SETTING: 0 = UNSPECIFIED SETTING
 LQ0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0444
 LQ0444  HISTORY     - Date     Condition        Report By
 LQ0444  HISTORY     - UNK      MONUMENTED       CGS
 LQ0444  HISTORY     - 1953     GOOD             NGS
 LQ0444
 LQ0444                          STATION DESCRIPTION
 LQ0444
 LQ0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0444'0.4 MI SW FROM ELKO.
 LQ0444'NO DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0257 ***********************************************************************
 GR0257  DESIGNATION -  G 50
 GR0257  PID         -  GR0257
 GR0257  STATE/COUNTY-  NV/CLARK
 GR0257  USGS QUAD   -  DEVILS THROAT (1983)
 GR0257
 GR0257                         *CURRENT SURVEY CONTROL
 GR0257  ___________________________________________________________________
 GR0257* NAD 83(1986)-  36 26 45.     (N)    114 13 30.     (W)     SCALED    
 GR0257* NAVD 88     -       576.924  (meters)    1892.79   (feet)  POSTED    
 GR0257  ___________________________________________________________________
 GR0257  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 GR0257  DYNAMIC HT  -         576.370 (meters)    1890.97  (feet)  COMP
 GR0257  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 GR0257
 GR0257  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0257
 GR0257.The horizontal coordinates were scaled from a topographic map and have
 GR0257.an estimated accuracy of +/- 6 seconds.
 GR0257
 GR0257.The orthometric height was determined by differential leveling
 GR0257.and adjusted by the National Geodetic Survey in 1992..
 GR0257.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0257.rate of 0.0 thru 1.0 mm/km.
 GR0257
 GR0257.The geoid height was determined by GEOID03.
 GR0257
 GR0257.The dynamic height is computed by dividing the NAVD 88
 GR0257.geopotential number by the normal gravity value computed on the
 GR0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0257.degrees latitude (g = 980.6199 gals.).
 GR0257
 GR0257.The modeled gravity was interpolated from observed gravity values.
 GR0257
 GR0257;                    North         East    Units  Estimated Accuracy
 GR0257;SPC NV E     - 8,188,990.      321,770.      MT  (+/- 180 meters Scaled)
 GR0257
 GR0257                          SUPERSEDED SURVEY CONTROL
 GR0257
 GR0257  NGVD 29 (??/??/92)  576.256  (m)         1890.60   (f) ADJ UNCH    1 1
 GR0257
 GR0257.Superseded values are not recommended for survey control.
 GR0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0257.See file dsdata.txt to determine how the superseded data were derived.
 GR0257
 GR0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA487369(NAD 83)
 GR0257_MARKER: DB = BENCH MARK DISK
 GR0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0257_STAMPING: G 50 1934
 GR0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0257+STABILITY: SURFACE MOTION
 GR0257
 GR0257  HISTORY     - Date     Condition        Report By
 GR0257  HISTORY     - 1934     MONUMENTED       CGS
 GR0257  HISTORY     - 1950     GOOD             NGS
 GR0257
 GR0257                          STATION DESCRIPTION
 GR0257
 GR0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0257'32.9 MI S FROM RIVERSIDE.
 GR0257'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0257'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0257'THENCE 5.8 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY
 GR0257'ROAD, ON A NARROW RIDGE RUNNING NORTH-SOUTH BETWEEN TWO WASHES, ABOUT
 GR0257'100 FEET SOUTH OF THE NORTH END, ON THE INSIDE OF A CURVE, 19 FEET
 GR0257'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3.0 FEET NORTH OF A WITNESS
 GR0257'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 GR0257'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0069 ***********************************************************************
 GR0069  DESIGNATION -  G 51
 GR0069  PID         -  GR0069
 GR0069  STATE/COUNTY-  NV/CLARK
 GR0069  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0069
 GR0069                         *CURRENT SURVEY CONTROL
 GR0069  ___________________________________________________________________
 GR0069* NAD 83(1986)-  36 45 15.     (N)    114 15 36.     (W)     SCALED    
 GR0069* NAVD 88     -       635.401  (meters)    2084.64   (feet)  POSTED    
 GR0069  ___________________________________________________________________
 GR0069  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 GR0069  DYNAMIC HT  -         634.770 (meters)    2082.57  (feet)  COMP
 GR0069  MODELED GRAV-     979,623.8   (mgal)                       NAVD 88
 GR0069
 GR0069  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0069
 GR0069.The horizontal coordinates were scaled from a topographic map and have
 GR0069.an estimated accuracy of +/- 6 seconds.
 GR0069
 GR0069.The orthometric height was determined by differential leveling
 GR0069.and adjusted by the National Geodetic Survey in 1992..
 GR0069.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0069.rate of 0.0 thru 1.0 mm/km.
 GR0069
 GR0069.The geoid height was determined by GEOID03.
 GR0069
 GR0069.The dynamic height is computed by dividing the NAVD 88
 GR0069.geopotential number by the normal gravity value computed on the
 GR0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0069.degrees latitude (g = 980.6199 gals.).
 GR0069
 GR0069.The modeled gravity was interpolated from observed gravity values.
 GR0069
 GR0069;                    North         East    Units  Estimated Accuracy
 GR0069;SPC NV E     - 8,223,170.      318,160.      MT  (+/- 180 meters Scaled)
 GR0069
 GR0069                          SUPERSEDED SURVEY CONTROL
 GR0069
 GR0069  NGVD 29 (??/??/92)  634.708  (m)         2082.37   (f) ADJ UNCH    1 1
 GR0069
 GR0069.Superseded values are not recommended for survey control.
 GR0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0069.See file dsdata.txt to determine how the superseded data were derived.
 GR0069
 GR0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA446711(NAD 83)
 GR0069_MARKER: DB = BENCH MARK DISK
 GR0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0069_STAMPING: G 51 1934
 GR0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0069+STABILITY: SURFACE MOTION
 GR0069
 GR0069  HISTORY     - Date     Condition        Report By
 GR0069  HISTORY     - 1934     MONUMENTED       CGS
 GR0069  HISTORY     - 1957     GOOD             NGS
 GR0069
 GR0069                          STATION DESCRIPTION
 GR0069
 GR0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GR0069'10.3 MI W FROM BUNKERVILLE.
 GR0069'10.1 MILES WEST ALONG U. S. HIGHWAY 91 FROM BUNKERVILLE, CLARK COUNTY,
 GR0069'0.2 MILE WEST OF THE SUMMIT OF THE GRADE AT THE EAST EDGE OF MORMON
 GR0069'MESA, 100 FEET WEST OF THE WEST END OF A CURVE, 60 FEET SOUTH OF THE
 GR0069'CENTERLINE OF THE HIGHWAY, 9 FEET SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY
 GR0069'SIGN, AND 3 FEET NORTH OF A 5-INCH TRIANGULAR CONCRETE POST PROJECTING
 GR0069'2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED G 51 1934 AND SET
 GR0069'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 GR0069
 GR0069                          STATION RECOVERY (1957)
 GR0069
 GR0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GR0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0543 ***********************************************************************
 LQ0543  DESIGNATION -  G 52
 LQ0543  PID         -  LQ0543
 LQ0543  STATE/COUNTY-  NV/ELKO
 LQ0543  USGS QUAD   -  KITTRIDGE SPRINGS (1982)
 LQ0543
 LQ0543                         *CURRENT SURVEY CONTROL
 LQ0543  ___________________________________________________________________
 LQ0543* NAD 83(1986)-  40 56 13.     (N)    115 50 03.     (W)     SCALED    
 LQ0543* NAVD 88     -      2098.356  (meters)    6884.36   (feet)  ADJUSTED  
 LQ0543  ___________________________________________________________________
 LQ0543  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 LQ0543  DYNAMIC HT  -        2096.491 (meters)    6878.24  (feet)  COMP
 LQ0543  MODELED GRAV-     979,659.2   (mgal)                       NAVD 88
 LQ0543
 LQ0543  VERT ORDER  -  FIRST     CLASS II
 LQ0543
 LQ0543.The horizontal coordinates were scaled from a topographic map and have
 LQ0543.an estimated accuracy of +/- 6 seconds.
 LQ0543
 LQ0543.The orthometric height was determined by differential leveling
 LQ0543.and adjusted by the National Geodetic Survey in June 1991..
 LQ0543
 LQ0543.The geoid height was determined by GEOID03.
 LQ0543
 LQ0543.The dynamic height is computed by dividing the NAVD 88
 LQ0543.geopotential number by the normal gravity value computed on the
 LQ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0543.degrees latitude (g = 980.6199 gals.).
 LQ0543
 LQ0543.The modeled gravity was interpolated from observed gravity values.
 LQ0543
 LQ0543;                    North         East    Units  Estimated Accuracy
 LQ0543;SPC NV E     - 8,686,670.      178,880.      MT  (+/- 180 meters Scaled)
 LQ0543
 LQ0543                          SUPERSEDED SURVEY CONTROL
 LQ0543
 LQ0543  NGVD 29 (??/??/92) 2097.129  (m)         6880.33   (f) ADJ UNCH    1 2
 LQ0543
 LQ0543.Superseded values are not recommended for survey control.
 LQ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0543.See file dsdata.txt to determine how the superseded data were derived.
 LQ0543
 LQ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF981324(NAD 83)
 LQ0543_MARKER: DB = BENCH MARK DISK
 LQ0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0543_STAMPING: G 52 1934
 LQ0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0543+STABILITY: SURFACE MOTION
 LQ0543
 LQ0543  HISTORY     - Date     Condition        Report By
 LQ0543  HISTORY     - 1934     MONUMENTED       CGS
 LQ0543
 LQ0543                          STATION DESCRIPTION
 LQ0543
 LQ0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0543'9.4 MI N FROM ELKO.
 LQ0543'9.4 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE COUNTY COURTHOUSE AT
 LQ0543'ELKO, ELKO COUNTY, 858 FEET NORTH OF THE CROSSING OF A ROW OF POLES,
 LQ0543'168 FEET NORTH OF THE SUMMIT OF A LONG HILL, AND 27 FEET EAST OF THE
 LQ0543'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 52 1934 AND SET
 LQ0543'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0091 ***********************************************************************
 MU0091  DESIGNATION -  G 53
 MU0091  PID         -  MU0091
 MU0091  STATE/COUNTY-  NV/ELKO
 MU0091  USGS QUAD   -  CHICKEN CREEK SUMMIT (1987)
 MU0091
 MU0091                         *CURRENT SURVEY CONTROL
 MU0091  ___________________________________________________________________
 MU0091* NAD 83(1986)-  41 30 00.     (N)    116 06 01.     (W)     SCALED    
 MU0091* NAVD 88     -      1892.762  (meters)    6209.84   (feet)  ADJUSTED  
 MU0091  ___________________________________________________________________
 MU0091  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 MU0091  DYNAMIC HT  -        1891.210 (meters)    6204.74  (feet)  COMP
 MU0091  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 MU0091
 MU0091  VERT ORDER  -  FIRST     CLASS II
 MU0091
 MU0091.The horizontal coordinates were scaled from a topographic map and have
 MU0091.an estimated accuracy of +/- 6 seconds.
 MU0091
 MU0091.The orthometric height was determined by differential leveling
 MU0091.and adjusted by the National Geodetic Survey in June 1991..
 MU0091
 MU0091.The geoid height was determined by GEOID03.
 MU0091
 MU0091.The dynamic height is computed by dividing the NAVD 88
 MU0091.geopotential number by the normal gravity value computed on the
 MU0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0091.degrees latitude (g = 980.6199 gals.).
 MU0091
 MU0091.The modeled gravity was interpolated from observed gravity values.
 MU0091
 MU0091;                    North         East    Units  Estimated Accuracy
 MU0091;SPC NV E     - 8,749,300.      156,840.      MT  (+/- 180 meters Scaled)
 MU0091
 MU0091                          SUPERSEDED SURVEY CONTROL
 MU0091
 MU0091  NGVD 29 (??/??/92) 1891.539  (m)         6205.82   (f) ADJ UNCH    1 2
 MU0091
 MU0091.Superseded values are not recommended for survey control.
 MU0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0091.See file dsdata.txt to determine how the superseded data were derived.
 MU0091
 MU0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF750946(NAD 83)
 MU0091_MARKER: DB = BENCH MARK DISK
 MU0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0091_STAMPING: G-53 1934
 MU0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0091+STABILITY: SURFACE MOTION
 MU0091
 MU0091  HISTORY     - Date     Condition        Report By
 MU0091  HISTORY     - 1934     MONUMENTED       CGS
 MU0091
 MU0091                          STATION DESCRIPTION
 MU0091
 MU0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0091'23.0 MI S FROM WHITE ROCK.
 MU0091'23.0 MILES SOUTH OF ZUBIETTAS STORE AT WHITE ROCK ALONG STATE HIGHWAY
 MU0091'NO. 11.  1.8 MILES NORTH OF W.T. JENKENS RANCH.  0.3 MILES NORTH OF
 MU0091'WOODWARD RANCH.  ST JUNCTION OF STATE HIGHWAY NO. 11 AND ROAD TO NORTH
 MU0091'FORK.  396 FEET NORTHWEST OF WOODEN HIGHWAY BRIDGE OVER SMALL STREAM.
 MU0091'282 FEET NORTH OF JUNCTION OF TWO ROADS.  153 FEET NORTHEAST OF
 MU0091'CENTERLINE OF STATE HIGHWAY NO. 11.  46 FEET SOUTHEAST OF BOARD GATE
 MU0091'ACROSS NORTH FORK ROAD.  1 FOOT WEST OF FENCE.  PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0074 ***********************************************************************
 HP0074  DESIGNATION -  G 57 RESET
 HP0074  PID         -  HP0074
 HP0074  STATE/COUNTY-  NV/LINCOLN
 HP0074  USGS QUAD   -  CHOKECHERRY MTN (1970)
 HP0074
 HP0074                         *CURRENT SURVEY CONTROL
 HP0074  ___________________________________________________________________
 HP0074* NAD 83(1986)-  37 35 41.     (N)    114 40 36.     (W)     SCALED    
 HP0074* NAVD 88     -      1894.02   (meters)    6214.0    (feet)  RESET     
 HP0074  ___________________________________________________________________
 HP0074  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 HP0074
 HP0074  VERT ORDER  -  THIRD
 HP0074
 HP0074.The horizontal coordinates were scaled from a topographic map and have
 HP0074.an estimated accuracy of +/- 6 seconds.
 HP0074
 HP0074.The orthometric height was computed from unverified reset data.
 HP0074
 HP0074.The geoid height was determined by GEOID03.
 HP0074
 HP0074;                    North         East    Units  Estimated Accuracy
 HP0074;SPC NV E     - 8,316,010.      280,060.      MT  (+/- 180 meters Scaled)
 HP0074
 HP0074                          SUPERSEDED SURVEY CONTROL
 HP0074
 HP0074.No superseded survey control is available for this station.
 HP0074
 HP0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB051633(NAD 83)
 HP0074_MARKER: DB = BENCH MARK DISK
 HP0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0074_STAMPING: G 57 RESET 1955
 HP0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0074+STABILITY: SURFACE MOTION
 HP0074
 HP0074  HISTORY     - Date     Condition        Report By
 HP0074  HISTORY     - 1955     MONUMENTED       CGS
 HP0074  HISTORY     - 1970     GOOD             USGS
 HP0074
 HP0074                          STATION DESCRIPTION
 HP0074
 HP0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HP0074'10.7 MI W FROM CALIENTE.
 HP0074'10.7 MILES WEST ALONG U. S. HIGHWAY 93 FROM THE PUBLIC SCHOOL AT
 HP0074'CALIENTE, LINCOLN COUNTY, NEAR THE JUNCTION OF A TRAIL LEADING SOUTH
 HP0074'INTO A RAVINE, 107 FEET RIGHT (SOUTH) OF THE CENTERLINE OF THE
 HP0074'HIGHWAY AT SURVEY STATION D 94+12.  A STANDARD DISK, STAMPED G 57
 HP0074'RESET 1955 AND SET IN THE TOP OF A CONCRETE POST.
 HP0074
 HP0074                          STATION RECOVERY (1970)
 HP0074
 HP0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HP0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0144 ***********************************************************************
 HP0144  DESIGNATION -  G 58
 HP0144  PID         -  HP0144
 HP0144  STATE/COUNTY-  NV/LINCOLN
 HP0144  USGS QUAD   -  CRESCENT RESERVOIR (1983)
 HP0144
 HP0144                         *CURRENT SURVEY CONTROL
 HP0144  ___________________________________________________________________
 HP0144* NAD 83(1986)-  37 26 21.     (N)    115 22 36.     (W)     SCALED    
 HP0144* NAVD 88     -      1662.994  (meters)    5456.01   (feet)  ADJUSTED  
 HP0144  ___________________________________________________________________
 HP0144  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 HP0144  DYNAMIC HT  -        1661.125 (meters)    5449.87  (feet)  COMP
 HP0144  MODELED GRAV-     979,447.6   (mgal)                       NAVD 88
 HP0144
 HP0144  VERT ORDER  -  FIRST     CLASS II
 HP0144
 HP0144.The horizontal coordinates were scaled from a topographic map and have
 HP0144.an estimated accuracy of +/- 6 seconds.
 HP0144
 HP0144.The orthometric height was determined by differential leveling
 HP0144.and adjusted by the National Geodetic Survey in June 1991..
 HP0144
 HP0144.The geoid height was determined by GEOID03.
 HP0144
 HP0144.The dynamic height is computed by dividing the NAVD 88
 HP0144.geopotential number by the normal gravity value computed on the
 HP0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0144.degrees latitude (g = 980.6199 gals.).
 HP0144
 HP0144.The modeled gravity was interpolated from observed gravity values.
 HP0144
 HP0144;                    North         East    Units  Estimated Accuracy
 HP0144;SPC NV E     - 8,298,380.      218,290.      MT  (+/- 180 meters Scaled)
 HP0144
 HP0144                          SUPERSEDED SURVEY CONTROL
 HP0144
 HP0144  NGVD 29 (??/??/92) 1661.991  (m)         5452.72   (f) ADJ UNCH    1 2
 HP0144
 HP0144.Superseded values are not recommended for survey control.
 HP0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0144.See file dsdata.txt to determine how the superseded data were derived.
 HP0144
 HP0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB436448(NAD 83)
 HP0144_MARKER: DB = BENCH MARK DISK
 HP0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0144_STAMPING: G 58 1934
 HP0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0144+STABILITY: SURFACE MOTION
 HP0144
 HP0144  HISTORY     - Date     Condition        Report By
 HP0144  HISTORY     - 1934     MONUMENTED       CGS
 HP0144  HISTORY     - 1977     MARK NOT FOUND   USGS
 HP0144
 HP0144                          STATION DESCRIPTION
 HP0144
 HP0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0144'11.2 MI SW FROM CRYSTAL SPRINGS.
 HP0144'11.2 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM CRYSTAL SPRINGS,
 HP0144'LINCOLN COUNTY, 0.1 MILE SOUTHWEST OF THE CENTER OF A NARROW ROCK CUT,
 HP0144'AND 40 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 HP0144'DISK, STAMPED G 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HP0144
 HP0144                          STATION RECOVERY (1977)
 HP0144
 HP0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HP0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0258 ***********************************************************************
 HP0258  DESIGNATION -  G 59
 HP0258  PID         -  HP0258
 HP0258  STATE/COUNTY-  NV/NYE
 HP0258  USGS QUAD   -  BLACK TOP (1985)
 HP0258
 HP0258                         *CURRENT SURVEY CONTROL
 HP0258  ___________________________________________________________________
 HP0258* NAD 83(1986)-  37 45 48.     (N)    115 58 20.     (W)     SCALED    
 HP0258* NAVD 88     -      1743.284  (meters)    5719.42   (feet)  ADJUSTED  
 HP0258  ___________________________________________________________________
 HP0258  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 HP0258  DYNAMIC HT  -        1741.326 (meters)    5713.00  (feet)  COMP
 HP0258  MODELED GRAV-     979,444.4   (mgal)                       NAVD 88
 HP0258
 HP0258  VERT ORDER  -  FIRST     CLASS II
 HP0258
 HP0258.The horizontal coordinates were scaled from a topographic map and have
 HP0258.an estimated accuracy of +/- 6 seconds.
 HP0258
 HP0258.The orthometric height was determined by differential leveling
 HP0258.and adjusted by the National Geodetic Survey in June 1991..
 HP0258
 HP0258.The geoid height was determined by GEOID03.
 HP0258
 HP0258.The dynamic height is computed by dividing the NAVD 88
 HP0258.geopotential number by the normal gravity value computed on the
 HP0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0258.degrees latitude (g = 980.6199 gals.).
 HP0258
 HP0258.The modeled gravity was interpolated from observed gravity values.
 HP0258
 HP0258;                    North         East    Units  Estimated Accuracy
 HP0258;SPC NV C     - 6,334,570.      561,190.      MT  (+/- 180 meters Scaled)
 HP0258
 HP0258                          SUPERSEDED SURVEY CONTROL
 HP0258
 HP0258  NGVD 29 (??/??/92) 1742.223  (m)         5715.94   (f) ADJ UNCH    1 2
 HP0258
 HP0258.Superseded values are not recommended for survey control.
 HP0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0258.See file dsdata.txt to determine how the superseded data were derived.
 HP0258
 HP0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB905800(NAD 83)
 HP0258_MARKER: DB = BENCH MARK DISK
 HP0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0258_STAMPING: G 59 1934
 HP0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0258+STABILITY: SURFACE MOTION
 HP0258
 HP0258  HISTORY     - Date     Condition        Report By
 HP0258  HISTORY     - 1934     MONUMENTED       CGS
 HP0258  HISTORY     - 1981     GOOD             USGS
 HP0258
 HP0258                          STATION DESCRIPTION
 HP0258
 HP0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0258'54.8 MI W FROM CRYSTAL SPRINGS.
 HP0258'IN NYE COUNTY, 54.8 MILES WEST ALONG STATE HIGHWAY 25 FROM CRYSTAL
 HP0258'SPRINGS, LINCOLN COUNTY, 8.7 MILES EAST OF REEDS RANCH, 0.2 MILE WEST
 HP0258'OF THE JUNCTION OF A ROAD FROM THE NORTH, 65 FEET NORTH OF THE TOE OF
 HP0258'A SLOPE, AND 45 FEET SOUTH OF THE CENTERLINE OF A HIGHWAY.  A STANDARD
 HP0258'DISK, STAMPED G 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HP0258
 HP0258                          STATION RECOVERY (1981)
 HP0258
 HP0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 HP0258'54.8 MILES WEST ALONG STATE HWY 25 FROM CRYSTAL SPRINGS FROM
 HP0258'CENTERLINE OF HIGHWAY OPPOSITE THE GENERAL STORE IN RACHAEL, PROCEED
 HP0258'NORTHWEST ON STATE HIGHWAY 375 9.7 MILE TO THE LINCOLN-NYE COUNTY
 HP0258'LINE, CONTINUE FOR 0.15 MILE TO THE QUEEN CITY SUMMIT, CONTINUE ALONG
 HP0258'HIGHWAY FOR 1.45 MILES TO BM ON THE LEFT. BM IS 0.65 MILE NORTHWEST
 HP0258'OF HIGHWAY MILE POST 45 AND ABOUT 620 FT WEST OF A TRACK ROAD LEADING
 HP0258'NORTHEAST. BM IS 170 FT SOUTH 620 FT WEST OF A TRACK ROAD LEADING
 HP0258'NORTHEAST. BM IS 170 FT SOUTH OF THE CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0001 ***********************************************************************
 LR0001  DESIGNATION -  G 6
 LR0001  PID         -  LR0001
 LR0001  STATE/COUNTY-  NV/EUREKA
 LR0001  USGS QUAD   -  BOBS FLAT (1986)
 LR0001
 LR0001                         *CURRENT SURVEY CONTROL
 LR0001  ___________________________________________________________________
 LR0001* NAD 83(1986)-  40 39 02.     (N)    116 30 00.     (W)     SCALED    
 LR0001* NAVD 88     -      1421.838  (meters)    4664.81   (feet)  ADJUSTED  
 LR0001  ___________________________________________________________________
 LR0001  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 LR0001  DYNAMIC HT  -        1420.700 (meters)    4661.08  (feet)  COMP
 LR0001  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 LR0001
 LR0001  VERT ORDER  -  FIRST     CLASS II
 LR0001
 LR0001.The horizontal coordinates were scaled from a topographic map and have
 LR0001.an estimated accuracy of +/- 6 seconds.
 LR0001
 LR0001.The orthometric height was determined by differential leveling
 LR0001.and adjusted by the National Geodetic Survey in June 1991..
 LR0001
 LR0001.The geoid height was determined by GEOID03.
 LR0001
 LR0001.The dynamic height is computed by dividing the NAVD 88
 LR0001.geopotential number by the normal gravity value computed on the
 LR0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0001.degrees latitude (g = 980.6199 gals.).
 LR0001
 LR0001.The modeled gravity was interpolated from observed gravity values.
 LR0001
 LR0001;                    North         East    Units  Estimated Accuracy
 LR0001;SPC NV E     - 8,655,250.      122,480.      MT  (+/- 180 meters Scaled)
 LR0001
 LR0001                          SUPERSEDED SURVEY CONTROL
 LR0001
 LR0001  NGVD 29 (??/??/92) 1420.775  (m)         4661.33   (f) ADJ UNCH    1 2
 LR0001
 LR0001.Superseded values are not recommended for survey control.
 LR0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0001.See file dsdata.txt to determine how the superseded data were derived.
 LR0001
 LR0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF422000(NAD 83)
 LR0001_MARKER: Z = SEE DESCRIPTION
 LR0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0001+STABILITY: SURFACE MOTION
 LR0001
 LR0001  HISTORY     - Date     Condition        Report By
 LR0001  HISTORY     - UNK      MONUMENTED       CGS
 LR0001  HISTORY     - 1953     GOOD             NGS
 LR0001
 LR0001                          STATION DESCRIPTION
 LR0001
 LR0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0001'4.1 MI N FROM BEOWAWE.
 LR0001'4.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0001'STATION AT BEOWAWE, 5-1/2 RAILS SOUTH OF MILEPOLE 504, 120 1/2 FEET
 LR0001'SOUTHWEST OF AND ACROSS THE TRACK FROM THE FIRST POLE SOUTH OF
 LR0001'MILEPOLE 504, 63.3 FEET WEST OF THE WEST RAIL, 34.2 FEET EAST OF A
 LR0001'FENCE, 19 FEET WEST OF A TELEPHONE POLE, ABOUT 4 FEET LOWER THAN THE
 LR0001'TRACK, AND FLANKED BY THE CHISELED LETTERS USBM IN THE TOP OF A
 LR0001'SANDSTONE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0261 ***********************************************************************
 HP0261  DESIGNATION -  G 60
 HP0261  PID         -  HP0261
 HP0261  STATE/COUNTY-  NV/LINCOLN
 HP0261  USGS QUAD   -  WHITE BLOTCH SPRINGS NE (1987)
 HP0261
 HP0261                         *CURRENT SURVEY CONTROL
 HP0261  ___________________________________________________________________
 HP0261* NAD 83(1986)-  37 37 35.     (N)    115 50 36.     (W)     SCALED    
 HP0261* NAVD 88     -      1497.861  (meters)    4914.23   (feet)  ADJUSTED  
 HP0261  ___________________________________________________________________
 HP0261  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 HP0261  DYNAMIC HT  -        1496.193 (meters)    4908.76  (feet)  COMP
 HP0261  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 HP0261
 HP0261  VERT ORDER  -  SECOND    CLASS 0
 HP0261
 HP0261.The horizontal coordinates were scaled from a topographic map and have
 HP0261.an estimated accuracy of +/- 6 seconds.
 HP0261
 HP0261.The orthometric height was determined by differential leveling
 HP0261.and adjusted by the National Geodetic Survey in June 1991..
 HP0261
 HP0261.The geoid height was determined by GEOID03.
 HP0261
 HP0261.The dynamic height is computed by dividing the NAVD 88
 HP0261.geopotential number by the normal gravity value computed on the
 HP0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0261.degrees latitude (g = 980.6199 gals.).
 HP0261
 HP0261.The modeled gravity was interpolated from observed gravity values.
 HP0261
 HP0261;                    North         East    Units  Estimated Accuracy
 HP0261;SPC NV E     - 8,319,170.      177,050.      MT  (+/- 180 meters Scaled)
 HP0261
 HP0261                          SUPERSEDED SURVEY CONTROL
 HP0261
 HP0261  NGVD 29 (??/??/92) 1496.827  (m)         4910.84   (f) ADJ UNCH    2 0
 HP0261
 HP0261.Superseded values are not recommended for survey control.
 HP0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0261.See file dsdata.txt to determine how the superseded data were derived.
 HP0261
 HP0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB020649(NAD 83)
 HP0261_MARKER: DB = BENCH MARK DISK
 HP0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0261_STAMPING: G 60 1934
 HP0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0261+STABILITY: SURFACE MOTION
 HP0261
 HP0261  HISTORY     - Date     Condition        Report By
 HP0261  HISTORY     - 1934     MONUMENTED       CGS
 HP0261  HISTORY     - 1980     GOOD             USGS
 HP0261
 HP0261                          STATION DESCRIPTION
 HP0261
 HP0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0261'28.9 MI N FROM GROOM.
 HP0261'28.9 MILES NORTH ALONG THE SAND SPRINGS ROAD FROM GROOM, LINCOLN
 HP0261'COUNTY, ABOUT 1.9 MILES SOUTH OF THE JUNCTION WITH STATE HWY. 25, AND
 HP0261'43 FEET N.W. OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 HP0261'G60 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HP0261
 HP0261                          STATION RECOVERY (1980)
 HP0261
 HP0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HP0261'ABOUT 28.9 MILES NORTH ALONG THE SAND SPRINGS ROAD FROM GROOM CENTER
 HP0261'STATE HIGHWAY 375 OPPOSITE GENERAL STORE IN RACHAEL, NEVADA, PROCEED
 HP0261'NW ALONG HIGHWAY 0.7 MILE TO GRAVEL ROAD ON LEFT, TURN LEFT AND
 HP0261'FOLLOW ROAD WEST 1.8 MILES TO CATTLE GUARD, CONTINUE 1.2 MILES
 HP0261'THROUGH FARM COMPLEX TO X-RD JUST W. OF N-S FENCE, TURN LEFT CONTINUE
 HP0261'1.0 MILE AND TURN RIGHT CONTINUE 1.0 MILE ROAD WILL TURN LEFT BUT
 HP0261'CONTINUE ON 0.4 MILE TO DIM TRACK ROAD ON THE LEFT (OPPOSIDTE GATE
 HP0261'AND ROAD ON RIGHT, AND BUILDING ABOUT 100 YARD FUTHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0007 ***********************************************************************
 KP0007  DESIGNATION -  G 61
 KP0007  PID         -  KP0007
 KP0007  STATE/COUNTY-  NV/WHITE PINE
 KP0007  USGS QUAD   -  SPRING CREEK FLAT NW (1981)
 KP0007
 KP0007                         *CURRENT SURVEY CONTROL
 KP0007  ___________________________________________________________________
 KP0007* NAD 83(1986)-  39 54 40.     (N)    114 14 38.     (W)     SCALED    
 KP0007* NAVD 88     -      1737.094  (meters)    5699.12   (feet)  ADJUSTED  
 KP0007  ___________________________________________________________________
 KP0007  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 KP0007  DYNAMIC HT  -        1735.417 (meters)    5693.61  (feet)  COMP
 KP0007  MODELED GRAV-     979,599.4   (mgal)                       NAVD 88
 KP0007
 KP0007  VERT ORDER  -  FIRST     CLASS II
 KP0007
 KP0007.The horizontal coordinates were scaled from a topographic map and have
 KP0007.an estimated accuracy of +/- 6 seconds.
 KP0007
 KP0007.The orthometric height was determined by differential leveling
 KP0007.and adjusted by the National Geodetic Survey in June 1991..
 KP0007
 KP0007.The geoid height was determined by GEOID03.
 KP0007
 KP0007.The dynamic height is computed by dividing the NAVD 88
 KP0007.geopotential number by the normal gravity value computed on the
 KP0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0007.degrees latitude (g = 980.6199 gals.).
 KP0007
 KP0007.The modeled gravity was interpolated from observed gravity values.
 KP0007
 KP0007;                    North         East    Units  Estimated Accuracy
 KP0007;SPC NV E     - 8,573,600.      314,520.      MT  (+/- 180 meters Scaled)
 KP0007
 KP0007                          SUPERSEDED SURVEY CONTROL
 KP0007
 KP0007  NGVD 29 (??/??/92) 1735.916  (m)         5695.25   (f) ADJ UNCH    1 2
 KP0007
 KP0007.Superseded values are not recommended for survey control.
 KP0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0007.See file dsdata.txt to determine how the superseded data were derived.
 KP0007
 KP0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQE355215(NAD 83)
 KP0007_MARKER: DB = BENCH MARK DISK
 KP0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0007_STAMPING: G 61 1934
 KP0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0007+STABILITY: SURFACE MOTION
 KP0007
 KP0007  HISTORY     - Date     Condition        Report By
 KP0007  HISTORY     - 1934     MONUMENTED       CGS
 KP0007
 KP0007                          STATION DESCRIPTION
 KP0007
 KP0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0007'7.6 MI E FROM TIPPETT.
 KP0007'ABOUT 7.6 MILES EAST ALONG STATE HIGHWAY 2 FROM TIPPETT, WHITE PINE
 KP0007'COUNTY, AND 33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A
 KP0007'STANDARD DISK, STAMPED G 61 1934 AND SET IN THE TOP OF A CONCRETE
 KP0007'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0092 ***********************************************************************
 HP0092  DESIGNATION -  G 62
 HP0092  PID         -  HP0092
 HP0092  STATE/COUNTY-  NV/LINCOLN
 HP0092  USGS QUAD   -  CHIEF MOUNTAIN (1970)
 HP0092
 HP0092                         *CURRENT SURVEY CONTROL
 HP0092  ___________________________________________________________________
 HP0092* NAD 83(1986)-  37 38 09.     (N)    114 30 26.     (W)     SCALED    
 HP0092* NAVD 88     -      1352.513  (meters)    4437.37   (feet)  ADJUSTED  
 HP0092  ___________________________________________________________________
 HP0092  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 HP0092  DYNAMIC HT  -        1351.066 (meters)    4432.62  (feet)  COMP
 HP0092  MODELED GRAV-     979,513.5   (mgal)                       NAVD 88
 HP0092
 HP0092  VERT ORDER  -  SECOND    CLASS 0
 HP0092
 HP0092.The horizontal coordinates were scaled from a topographic map and have
 HP0092.an estimated accuracy of +/- 6 seconds.
 HP0092
 HP0092.The orthometric height was determined by differential leveling
 HP0092.and adjusted by the National Geodetic Survey in June 1991..
 HP0092
 HP0092.The geoid height was determined by GEOID03.
 HP0092
 HP0092.The dynamic height is computed by dividing the NAVD 88
 HP0092.geopotential number by the normal gravity value computed on the
 HP0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0092.degrees latitude (g = 980.6199 gals.).
 HP0092
 HP0092.The modeled gravity was interpolated from observed gravity values.
 HP0092
 HP0092;                    North         East    Units  Estimated Accuracy
 HP0092;SPC NV E     - 8,320,730.      294,980.      MT  (+/- 180 meters Scaled)
 HP0092
 HP0092                          SUPERSEDED SURVEY CONTROL
 HP0092
 HP0092  NGVD 29 (??/??/92) 1351.516  (m)         4434.10   (f) ADJ UNCH    2 0
 HP0092
 HP0092.Superseded values are not recommended for survey control.
 HP0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0092.See file dsdata.txt to determine how the superseded data were derived.
 HP0092
 HP0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB199683(NAD 83)
 HP0092_MARKER: DB = BENCH MARK DISK
 HP0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0092_STAMPING: G 62 1934
 HP0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0092+STABILITY: SURFACE MOTION
 HP0092
 HP0092  HISTORY     - Date     Condition        Report By
 HP0092  HISTORY     - 1934     MONUMENTED       CGS
 HP0092
 HP0092                          STATION DESCRIPTION
 HP0092
 HP0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0092'1.5 MI N FROM CALIENTE.
 HP0092'1.5 MILES NORTH ALONG THE LOS ANGELES AND SALT LAKE RAILROAD FROM
 HP0092'CALIENTE, LINCOLN COUNTY, 350 YARDS SOUTH OF MILEPOST 2, 24 FEET NORTH
 HP0092'OF THE CENTER OF A GATE TO A CROSSING, 49 FEET WEST OF THE CENTERLINE
 HP0092'OF THE TRACK, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE. A STANDARD
 HP0092'DISK, STAMPED G 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0040 ***********************************************************************
 JP0040  DESIGNATION -  G 64
 JP0040  PID         -  JP0040
 JP0040  STATE/COUNTY-  NV/WHITE PINE
 JP0040  USGS QUAD   -  NORTH SPRING POINT (1973)
 JP0040
 JP0040                         *CURRENT SURVEY CONTROL
 JP0040  ___________________________________________________________________
 JP0040* NAD 83(1986)-  38 53 00.     (N)    114 31 32.     (W)     SCALED    
 JP0040* NAVD 88     -      1806.825  (meters)    5927.89   (feet)  ADJUSTED  
 JP0040  ___________________________________________________________________
 JP0040  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 JP0040  DYNAMIC HT  -        1804.870 (meters)    5921.48  (feet)  COMP
 JP0040  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 JP0040
 JP0040  VERT ORDER  -  SECOND    CLASS 0
 JP0040
 JP0040.The horizontal coordinates were scaled from a topographic map and have
 JP0040.an estimated accuracy of +/- 6 seconds.
 JP0040
 JP0040.The orthometric height was determined by differential leveling
 JP0040.and adjusted by the National Geodetic Survey in June 1991..
 JP0040
 JP0040.The geoid height was determined by GEOID03.
 JP0040
 JP0040.The dynamic height is computed by dividing the NAVD 88
 JP0040.geopotential number by the normal gravity value computed on the
 JP0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0040.degrees latitude (g = 980.6199 gals.).
 JP0040
 JP0040.The modeled gravity was interpolated from observed gravity values.
 JP0040
 JP0040;                    North         East    Units  Estimated Accuracy
 JP0040;SPC NV E     - 8,459,180.      291,770.      MT  (+/- 180 meters Scaled)
 JP0040
 JP0040                          SUPERSEDED SURVEY CONTROL
 JP0040
 JP0040  NGVD 29 (??/??/92) 1805.579  (m)         5923.80   (f) ADJ UNCH    2 0
 JP0040
 JP0040.Superseded values are not recommended for survey control.
 JP0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0040.See file dsdata.txt to determine how the superseded data were derived.
 JP0040
 JP0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD146067(NAD 83)
 JP0040_MARKER: DB = BENCH MARK DISK
 JP0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0040_STAMPING: G-64 1934
 JP0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0040+STABILITY: SURFACE MOTION
 JP0040
 JP0040  HISTORY     - Date     Condition        Report By
 JP0040  HISTORY     - 1934     MONUMENTED       CGS
 JP0040  HISTORY     - 1971     GOOD             USGS
 JP0040
 JP0040                          STATION DESCRIPTION
 JP0040
 JP0040'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JP0040'11.6 MI S FROM MAJORS PLACE.
 JP0040'JUNCTION US HIGHWAYS 6 AND 93, AT MAJORS PLACE, 11.6 MILES SOUTH FROM.
 JP0040'159 FEET NORTH OF A CULVERT, 60 FEET EAST OF THE CENTERLINE OF THE
 JP0040'HIGHWAY, A STANDARD DISK SET IN A CONCRETE POST, STAMPED G 64 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0225 ***********************************************************************
 MV0225  DESIGNATION -  G 65
 MV0225  PID         -  MV0225
 MV0225  STATE/COUNTY-  NV/WASHOE
 MV0225  USGS QUAD   -  JUNIPER SPRINGS (1980)
 MV0225
 MV0225                         *CURRENT SURVEY CONTROL
 MV0225  ___________________________________________________________________
 MV0225* NAD 83(1986)-  41 02 46.     (N)    119 51 57.     (W)     SCALED    
 MV0225* NAVD 88     -      1449.180  (meters)    4754.52   (feet)  ADJUSTED  
 MV0225  ___________________________________________________________________
 MV0225  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 MV0225  DYNAMIC HT  -        1448.057 (meters)    4750.83  (feet)  COMP
 MV0225  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 MV0225
 MV0225  VERT ORDER  -  SECOND    CLASS 0
 MV0225
 MV0225.The horizontal coordinates were scaled from a topographic map and have
 MV0225.an estimated accuracy of +/- 6 seconds.
 MV0225
 MV0225.The orthometric height was determined by differential leveling
 MV0225.and adjusted by the National Geodetic Survey in June 1991..
 MV0225
 MV0225.The geoid height was determined by GEOID03.
 MV0225
 MV0225.The dynamic height is computed by dividing the NAVD 88
 MV0225.geopotential number by the normal gravity value computed on the
 MV0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0225.degrees latitude (g = 980.6199 gals.).
 MV0225
 MV0225.The modeled gravity was interpolated from observed gravity values.
 MV0225
 MV0225;                    North         East    Units  Estimated Accuracy
 MV0225;SPC NV W     - 4,699,560.      692,180.      MT  (+/- 180 meters Scaled)
 MV0225
 MV0225                          SUPERSEDED SURVEY CONTROL
 MV0225
 MV0225  NGVD 29 (??/??/92) 1448.05   (m)         4750.8    (f) COMPUTED    2 0
 MV0225
 MV0225.Superseded values are not recommended for survey control.
 MV0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0225.See file dsdata.txt to determine how the superseded data were derived.
 MV0225
 MV0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF591478(NAD 83)
 MV0225_MARKER: DB = BENCH MARK DISK
 MV0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0225_STAMPING: G 65 1934
 MV0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0225+STABILITY: SURFACE MOTION
 MV0225
 MV0225  HISTORY     - Date     Condition        Report By
 MV0225  HISTORY     - 1934     MONUMENTED       CGS
 MV0225  HISTORY     - 1974     GOOD             USGS
 MV0225
 MV0225                          STATION DESCRIPTION
 MV0225
 MV0225'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MV0225'26.1 MI SE FROM EAGLEVILLE, CALIFORNIA.
 MV0225'12.1 MILES SE ALONG THE NEVADA 81 HWY FROM CAL-NV STATE LINE, 3.3
 MV0225'MILES SOUTH FROM THE LOST CREEK TURN-OFF AND 0.5 MILE NORTH OF A
 MV0225'CATTLE GUARD ACROSS THE HIGHWAY, 40 FEET ENE OF HWY 81, 38 FEET WSW OF
 MV0225'THE FENCE, A STANDARD DISK, STAMPED G 65 1934 AND SET IN THE TOP OF A
 MV0225'CONCRETE POST WHICH PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0155 ***********************************************************************
 MV0155  DESIGNATION -  G 66
 MV0155  PID         -  MV0155
 MV0155  STATE/COUNTY-  NV/WASHOE
 MV0155  USGS QUAD   -  YELLOW HILLS WEST (1980)
 MV0155
 MV0155                         *CURRENT SURVEY CONTROL
 MV0155  ___________________________________________________________________
 MV0155* NAD 83(1986)-  41 28 43.     (N)    119 28 23.     (W)     SCALED    
 MV0155* NAVD 88     -      1703.056  (meters)    5587.44   (feet)  ADJUSTED  
 MV0155  ___________________________________________________________________
 MV0155  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 MV0155  DYNAMIC HT  -        1701.716 (meters)    5583.05  (feet)  COMP
 MV0155  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 MV0155
 MV0155  VERT ORDER  -  SECOND    CLASS 0
 MV0155
 MV0155.The horizontal coordinates were scaled from a topographic map and have
 MV0155.an estimated accuracy of +/- 6 seconds.
 MV0155
 MV0155.The orthometric height was determined by differential leveling
 MV0155.and adjusted by the National Geodetic Survey in June 1991..
 MV0155
 MV0155.The geoid height was determined by GEOID03.
 MV0155
 MV0155.The dynamic height is computed by dividing the NAVD 88
 MV0155.geopotential number by the normal gravity value computed on the
 MV0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0155.degrees latitude (g = 980.6199 gals.).
 MV0155
 MV0155.The modeled gravity was interpolated from observed gravity values.
 MV0155
 MV0155;                    North         East    Units  Estimated Accuracy
 MV0155;SPC NV W     - 4,747,180.      725,690.      MT  (+/- 180 meters Scaled)
 MV0155
 MV0155                          SUPERSEDED SURVEY CONTROL
 MV0155
 MV0155  NGVD 29 (??/??/92) 1701.824  (m)         5583.40   (f) ADJ UNCH    2 0
 MV0155
 MV0155.Superseded values are not recommended for survey control.
 MV0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0155.See file dsdata.txt to determine how the superseded data were derived.
 MV0155
 MV0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF935948(NAD 83)
 MV0155_MARKER: DB = BENCH MARK DISK
 MV0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0155_SP_SET: CONCRETE POST
 MV0155_STAMPING: G 66 1934
 MV0155_MARK LOGO: CGS   
 MV0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0155+STABILITY: SURFACE MOTION
 MV0155
 MV0155  HISTORY     - Date     Condition        Report By
 MV0155  HISTORY     - 1934     MONUMENTED       CGS
 MV0155  HISTORY     - 1937     GOOD             NGS
 MV0155  HISTORY     - 1972     GOOD             USGS
 MV0155
 MV0155                          STATION DESCRIPTION
 MV0155
 MV0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0155'12.8 MI SE FROM VYA.
 MV0155'12.8 MILES SOUTHEAST ALONG THE HIGH ROCK LAKE ROAD FROM THE JUNCTION
 MV0155'OF STATE HIGHWAY 8 A ABOUT 11.1 MILES EAST OF VYA, WASHOE COUNTY, 0.5
 MV0155'MILE SOUTHEAST OF THE SOUTH GATE IN THE FENCE ACROSS THE ROAD FROM
 MV0155'STEVENS RANCH, AND 18 FEET EAST OF THE CENTERLINE OF THE ROAD.  A
 MV0155'STANDARD DISK, STAMPED G 66 1934 AND SET IN THE TOP OF A CONCRETE
 MV0155'POST.
 MV0155
 MV0155                          STATION RECOVERY (1937)
 MV0155
 MV0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 MV0155'RECOVERED IN GOOD CONDITION.
 MV0155
 MV0155                          STATION RECOVERY (1972)
 MV0155
 MV0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MV0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0041 ***********************************************************************
 MV0041  DESIGNATION -  G 67
 MV0041  PID         -  MV0041
 MV0041  STATE/COUNTY-  NV/HUMBOLDT
 MV0041  USGS QUAD   -  THOUSAND CREEK SPRING (1990)
 MV0041
 MV0041                         *CURRENT SURVEY CONTROL
 MV0041  ___________________________________________________________________
 MV0041* NAD 83(1986)-  41 53 09.     (N)    119 00 49.     (W)     SCALED    
 MV0041* NAVD 88     -      1476.632  (meters)    4844.58   (feet)  ADJUSTED  
 MV0041  ___________________________________________________________________
 MV0041  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 MV0041  DYNAMIC HT  -        1475.586 (meters)    4841.15  (feet)  COMP
 MV0041  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 MV0041
 MV0041  VERT ORDER  -  FIRST     CLASS II
 MV0041
 MV0041.The horizontal coordinates were scaled from a topographic map and have
 MV0041.an estimated accuracy of +/- 6 seconds.
 MV0041
 MV0041.The orthometric height was determined by differential leveling
 MV0041.and adjusted by the National Geodetic Survey in June 1991..
 MV0041
 MV0041.The geoid height was determined by GEOID03.
 MV0041
 MV0041.The dynamic height is computed by dividing the NAVD 88
 MV0041.geopotential number by the normal gravity value computed on the
 MV0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0041.degrees latitude (g = 980.6199 gals.).
 MV0041
 MV0041.The modeled gravity was interpolated from observed gravity values.
 MV0041
 MV0041;                    North         East    Units  Estimated Accuracy
 MV0041;SPC NV W     - 4,792,110.      764,290.      MT  (+/- 180 meters Scaled)
 MV0041
 MV0041                          SUPERSEDED SURVEY CONTROL
 MV0041
 MV0041  NGVD 29 (??/??/92) 1475.441  (m)         4840.68   (f) ADJ UNCH    1 2
 MV0041
 MV0041.Superseded values are not recommended for survey control.
 MV0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0041.See file dsdata.txt to determine how the superseded data were derived.
 MV0041
 MV0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG329390(NAD 83)
 MV0041_MARKER: DB = BENCH MARK DISK
 MV0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0041_STAMPING: G 67 1934
 MV0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0041+STABILITY: SURFACE MOTION
 MV0041
 MV0041  HISTORY     - Date     Condition        Report By
 MV0041  HISTORY     - 1934     MONUMENTED       CGS
 MV0041  HISTORY     - 1964     MARK NOT FOUND   USGS
 MV0041
 MV0041                          STATION DESCRIPTION
 MV0041
 MV0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0041'IN THOUSAND CREEK RANCH.
 MV0041'AT THOUSAND CREEK RANCH, HUMBOLDT COUNTY, ON STATE HIGHWAY 8A, ABOUT
 MV0041'90 FEET NORTH OF THE STONE BLOCK RANCH HOUSE, 56 FEET SOUTHEAST OF A
 MV0041'HIGHWAY CURVE, 15 FEET SOUTH OF A ROAD LEADING EAST, AND AT A FENCE
 MV0041'LINE.  A STANDARD DISK, STAMPED G 67 1934 AND SET IN THE TOP OF A
 MV0041'CONCRETE POST.  NOTE-- HOWEVER THE YARD HAS BEEN GRADED AND THIS BENCH
 MV0041'MARK MAY BE DESTROYED.
 MV0041
 MV0041                          STATION RECOVERY (1964)
 MV0041
 MV0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MV0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0063 ***********************************************************************
 MV0063  DESIGNATION -  G 68
 MV0063  PID         -  MV0063
 MV0063  STATE/COUNTY-  NV/HUMBOLDT
 MV0063  USGS QUAD   -  KNOTT CREEK RANCH (1990)
 MV0063
 MV0063                         *CURRENT SURVEY CONTROL
 MV0063  ___________________________________________________________________
 MV0063* NAD 83(1986)-  41 39 28.     (N)    118 54 43.     (W)     SCALED    
 MV0063* NAVD 88     -      1434.598  (meters)    4706.68   (feet)  ADJUSTED  
 MV0063  ___________________________________________________________________
 MV0063  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 MV0063  DYNAMIC HT  -        1433.561 (meters)    4703.27  (feet)  COMP
 MV0063  MODELED GRAV-     979,850.3   (mgal)                       NAVD 88
 MV0063
 MV0063  VERT ORDER  -  SECOND    CLASS 0
 MV0063
 MV0063.The horizontal coordinates were scaled from a topographic map and have
 MV0063.an estimated accuracy of +/- 6 seconds.
 MV0063
 MV0063.The orthometric height was determined by differential leveling
 MV0063.and adjusted by the National Geodetic Survey in June 1991..
 MV0063
 MV0063.The geoid height was determined by GEOID03.
 MV0063
 MV0063.The dynamic height is computed by dividing the NAVD 88
 MV0063.geopotential number by the normal gravity value computed on the
 MV0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0063.degrees latitude (g = 980.6199 gals.).
 MV0063
 MV0063.The modeled gravity was interpolated from observed gravity values.
 MV0063
 MV0063;                    North         East    Units  Estimated Accuracy
 MV0063;SPC NV W     - 4,766,740.      772,630.      MT  (+/- 180 meters Scaled)
 MV0063
 MV0063                          SUPERSEDED SURVEY CONTROL
 MV0063
 MV0063  NGVD 29 (??/??/92) 1433.480  (m)         4703.01   (f) ADJ UNCH    2 0
 MV0063
 MV0063.Superseded values are not recommended for survey control.
 MV0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0063.See file dsdata.txt to determine how the superseded data were derived.
 MV0063
 MV0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG408135(NAD 83)
 MV0063_MARKER: DB = BENCH MARK DISK
 MV0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0063_STAMPING: G 68 1934
 MV0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0063+STABILITY: SURFACE MOTION
 MV0063
 MV0063  HISTORY     - Date     Condition        Report By
 MV0063  HISTORY     - 1934     MONUMENTED       CGS
 MV0063
 MV0063                          STATION DESCRIPTION
 MV0063
 MV0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0063'19.1 MI NW FROM LEONARD CREEK RANCH.
 MV0063'17.0 MILES NORTHWEST ALONG THE ROAD LEADING TO DENIO, NEVADA, FROM THE
 MV0063'SCHOOLHOUSE AT LEONARD CREEK RANCH, HUMBOLDT COUNTY, THENCE 2.0 MILES
 MV0063'WEST ALONG THE ROAD LEADING TO SUMMIT LAKE TO A ROAD FORK, THENCE 0.1
 MV0063'MILE ALONG THE RIGHT FORK.  AT THE TOP OF A RIDGE, AND 33 FEET NORTH
 MV0063'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK STAMPED G 68 1934 AND
 MV0063'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0397 ***********************************************************************
 LS0397  DESIGNATION -  G 69
 LS0397  PID         -  LS0397
 LS0397  STATE/COUNTY-  NV/WASHOE
 LS0397  USGS QUAD   -  GERLACH (1990)
 LS0397
 LS0397                         *CURRENT SURVEY CONTROL
 LS0397  ___________________________________________________________________
 LS0397* NAD 83(1986)-  40 42 08.     (N)    119 18 22.     (W)     SCALED    
 LS0397* NAVD 88     -      1191.363  (meters)    3908.66   (feet)  ADJUSTED  
 LS0397  ___________________________________________________________________
 LS0397  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 LS0397  DYNAMIC HT  -        1190.465 (meters)    3905.72  (feet)  COMP
 LS0397  MODELED GRAV-     979,830.1   (mgal)                       NAVD 88
 LS0397
 LS0397  VERT ORDER  -  SECOND    CLASS 0
 LS0397
 LS0397.The horizontal coordinates were scaled from a topographic map and have
 LS0397.an estimated accuracy of +/- 6 seconds.
 LS0397
 LS0397.The orthometric height was determined by differential leveling
 LS0397.and adjusted by the National Geodetic Survey in June 1991..
 LS0397
 LS0397.The geoid height was determined by GEOID03.
 LS0397
 LS0397.The dynamic height is computed by dividing the NAVD 88
 LS0397.geopotential number by the normal gravity value computed on the
 LS0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0397.degrees latitude (g = 980.6199 gals.).
 LS0397
 LS0397.The modeled gravity was interpolated from observed gravity values.
 LS0397
 LS0397;                    North         East    Units  Estimated Accuracy
 LS0397;SPC NV W     - 4,660,830.      738,920.      MT  (+/- 180 meters Scaled)
 LS0397
 LS0397                          SUPERSEDED SURVEY CONTROL
 LS0397
 LS0397  NGVD 29 (??/??/92) 1190.396  (m)         3905.49   (f) ADJ UNCH    2 0
 LS0397
 LS0397.Superseded values are not recommended for survey control.
 LS0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0397.See file dsdata.txt to determine how the superseded data were derived.
 LS0397
 LS0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF051082(NAD 83)
 LS0397_MARKER: DB = BENCH MARK DISK
 LS0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0397_STAMPING: G 69 1934
 LS0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0397+STABILITY: SURFACE MOTION
 LS0397
 LS0397  HISTORY     - Date     Condition        Report By
 LS0397  HISTORY     - 1934     MONUMENTED       CGS
 LS0397
 LS0397                          STATION DESCRIPTION
 LS0397
 LS0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0397'4.4 MI NE FROM GERLACH.
 LS0397'4.4 MILES NORTHEAST OF GERLACH WESTERN PACIFIC RR STATION 30 FEET
 LS0397'NORTHWEST OF CENTERLINE OF ROAD TO SULPHUR AND SOLDIER MEADOWS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0135 ***********************************************************************
 MV0135  DESIGNATION -  G 70
 MV0135  PID         -  MV0135
 MV0135  STATE/COUNTY-  NV/HUMBOLDT
 MV0135  USGS QUAD   -  MUD MEADOW (1980)
 MV0135
 MV0135                         *CURRENT SURVEY CONTROL
 MV0135  ___________________________________________________________________
 MV0135* NAD 83(1986)-  41 19 28.     (N)    119 10 41.     (W)     SCALED    
 MV0135* NAVD 88     -      1319.268  (meters)    4328.30   (feet)  ADJUSTED  
 MV0135  ___________________________________________________________________
 MV0135  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 MV0135  DYNAMIC HT  -        1318.326 (meters)    4325.21  (feet)  COMP
 MV0135  MODELED GRAV-     979,863.9   (mgal)                       NAVD 88
 MV0135
 MV0135  VERT ORDER  -  SECOND    CLASS 0
 MV0135
 MV0135.The horizontal coordinates were scaled from a topographic map and have
 MV0135.an estimated accuracy of +/- 6 seconds.
 MV0135
 MV0135.The orthometric height was determined by differential leveling
 MV0135.and adjusted by the National Geodetic Survey in June 1991..
 MV0135
 MV0135.The geoid height was determined by GEOID03.
 MV0135
 MV0135.The dynamic height is computed by dividing the NAVD 88
 MV0135.geopotential number by the normal gravity value computed on the
 MV0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0135.degrees latitude (g = 980.6199 gals.).
 MV0135
 MV0135.The modeled gravity was interpolated from observed gravity values.
 MV0135
 MV0135;                    North         East    Units  Estimated Accuracy
 MV0135;SPC NV W     - 4,729,840.      750,210.      MT  (+/- 180 meters Scaled)
 MV0135
 MV0135                          SUPERSEDED SURVEY CONTROL
 MV0135
 MV0135  NGVD 29 (??/??/92) 1318.210  (m)         4324.83   (f) ADJ UNCH    2 0
 MV0135
 MV0135.Superseded values are not recommended for survey control.
 MV0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0135.See file dsdata.txt to determine how the superseded data were derived.
 MV0135
 MV0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF177770(NAD 83)
 MV0135_MARKER: DB = BENCH MARK DISK
 MV0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0135_STAMPING: G 70 1934
 MV0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0135+STABILITY: SURFACE MOTION
 MV0135
 MV0135  HISTORY     - Date     Condition        Report By
 MV0135  HISTORY     - 1934     MONUMENTED       CGS
 MV0135  HISTORY     - 1969     GOOD             NGS
 MV0135
 MV0135                          STATION DESCRIPTION
 MV0135
 MV0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0135'5.2 MI SW FROM SOLDIER MEADOWS RANCH.
 MV0135'5.2 MILES SOUTHWEST ALONG THE ROAD LEADING TO GERLACH FROM THE
 MV0135'RANCHHOUSE AT SOLDIER MEADOWS RANCH, HUMBOLDT COUNTY, 40 FEET
 MV0135'SOUTHEAST OF A FENCE CORNER OF THE MUD MEADOWS RANCH, AND 40 FEET
 MV0135'NORTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED G
 MV0135'70 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 5.3 MI
 MV0135'SOUTHERLY ALONG THE ROAD LEADING TO GERLACH FROM THE RANCHHOUSE AT
 MV0135'SOLDIER MEADOWS RANCH TO A CATTLEGUARD.  TURN RIGHT ALONG THE FENCE
 MV0135'FOR 200 FT. TO A ROAD LEFT ALONG A CROSS FENCE.  DRIVE SOUTH 0.2 MI TO
 MV0135'BM.
 MV0135
 MV0135                          STATION RECOVERY (1969)
 MV0135
 MV0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MV0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0435 ***********************************************************************
 LS0435  DESIGNATION -  G 71
 LS0435  PID         -  LS0435
 LS0435  STATE/COUNTY-  NV/WASHOE
 LS0435  USGS QUAD   -  EMERSON PASS (1990)
 LS0435
 LS0435                         *CURRENT SURVEY CONTROL
 LS0435  ___________________________________________________________________
 LS0435* NAD 83(1986)-  40 17 14.     (N)    119 41 19.     (W)     SCALED    
 LS0435* NAVD 88     -      1217.491  (meters)    3994.39   (feet)  POSTED    
 LS0435  ___________________________________________________________________
 LS0435  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 LS0435  DYNAMIC HT  -        1216.540 (meters)    3991.26  (feet)  COMP
 LS0435  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 LS0435
 LS0435  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0435
 LS0435.The horizontal coordinates were scaled from a topographic map and have
 LS0435.an estimated accuracy of +/- 6 seconds.
 LS0435
 LS0435.The orthometric height was determined by differential leveling
 LS0435.and adjusted by the National Geodetic Survey in 1992..
 LS0435.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0435.rate of 0.0 thru 1.0 mm/km.
 LS0435
 LS0435.The geoid height was determined by GEOID03.
 LS0435
 LS0435.The dynamic height is computed by dividing the NAVD 88
 LS0435.geopotential number by the normal gravity value computed on the
 LS0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0435.degrees latitude (g = 980.6199 gals.).
 LS0435
 LS0435.The modeled gravity was interpolated from observed gravity values.
 LS0435
 LS0435;                    North         East    Units  Estimated Accuracy
 LS0435;SPC NV W     - 4,615,090.      706,020.      MT  (+/- 180 meters Scaled)
 LS0435
 LS0435                          SUPERSEDED SURVEY CONTROL
 LS0435
 LS0435  NGVD 29 (??/??/92) 1216.491  (m)         3991.10   (f) ADJ UNCH    2 0
 LS0435
 LS0435.Superseded values are not recommended for survey control.
 LS0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0435.See file dsdata.txt to determine how the superseded data were derived.
 LS0435
 LS0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE714631(NAD 83)
 LS0435_MARKER: DB = BENCH MARK DISK
 LS0435_SETTING: 66 = SET IN ROCK OUTCROP
 LS0435_SP_SET: LIMESTONE OUTCROP
 LS0435_STAMPING: G 71 1934
 LS0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LS0435+STABILITY: POSITION/ELEVATION WELL
 LS0435
 LS0435  HISTORY     - Date     Condition        Report By
 LS0435  HISTORY     - 1934     MONUMENTED       CGS
 LS0435  HISTORY     - 1964     GOOD             USGS
 LS0435
 LS0435                          STATION DESCRIPTION
 LS0435
 LS0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0435'4.0 MI W FROM SANO.
 LS0435'4.0 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION
 LS0435'SIGN AT SANO, WASHOE COUNTY, 3 POLES EAST ACROSS THE TRACK FROM
 LS0435'MILEPOST 401, 75 FEET SOUTHWEST OF CULVERT NO. 401-07, 56 FEET SOUTH
 LS0435'OF THE SOUTH RAIL, AND IN THE TOP OF A LIMESTONE OUTCROP.  A STANDARD
 LS0435'DISK, STAMPED G 71 1934.
 LS0435
 LS0435                          STATION RECOVERY (1964)
 LS0435
 LS0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LS0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0342 ***********************************************************************
 LS0342  DESIGNATION -  G 72
 LS0342  PID         -  LS0342
 LS0342  STATE/COUNTY-  NV/PERSHING
 LS0342  USGS QUAD   -  RABBITHOLE (1981)
 LS0342
 LS0342                         *CURRENT SURVEY CONTROL
 LS0342  ___________________________________________________________________
 LS0342* NAD 83(1986)-  40 51 50.     (N)    118 50 31.     (W)     SCALED    
 LS0342* NAVD 88     -      1227.475  (meters)    4027.14   (feet)  ADJUSTED  
 LS0342  ___________________________________________________________________
 LS0342  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 LS0342  DYNAMIC HT  -        1226.578 (meters)    4024.20  (feet)  COMP
 LS0342  MODELED GRAV-     979,850.8   (mgal)                       NAVD 88
 LS0342
 LS0342  VERT ORDER  -  SECOND    CLASS 0
 LS0342
 LS0342.The horizontal coordinates were scaled from a topographic map and have
 LS0342.an estimated accuracy of +/- 6 seconds.
 LS0342
 LS0342.The orthometric height was determined by differential leveling
 LS0342.and adjusted by the National Geodetic Survey in June 1991..
 LS0342
 LS0342.The geoid height was determined by GEOID03.
 LS0342
 LS0342.The dynamic height is computed by dividing the NAVD 88
 LS0342.geopotential number by the normal gravity value computed on the
 LS0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0342.degrees latitude (g = 980.6199 gals.).
 LS0342
 LS0342.The modeled gravity was interpolated from observed gravity values.
 LS0342
 LS0342;                    North         East    Units  Estimated Accuracy
 LS0342;SPC NV W     - 4,678,560.      778,200.      MT  (+/- 180 meters Scaled)
 LS0342
 LS0342                          SUPERSEDED SURVEY CONTROL
 LS0342
 LS0342  NGVD 29 (??/??/92) 1226.474  (m)         4023.86   (f) ADJ UNCH    2 0
 LS0342
 LS0342.Superseded values are not recommended for survey control.
 LS0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0342.See file dsdata.txt to determine how the superseded data were derived.
 LS0342
 LS0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF447252(NAD 83)
 LS0342_MARKER: DB = BENCH MARK DISK
 LS0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0342_STAMPING: G 72 1934
 LS0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0342+STABILITY: SURFACE MOTION
 LS0342
 LS0342  HISTORY     - Date     Condition        Report By
 LS0342  HISTORY     - 1934     MONUMENTED       CGS
 LS0342  HISTORY     - 1969     GOOD             NGS
 LS0342
 LS0342                          STATION DESCRIPTION
 LS0342
 LS0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0342'5.5 MI W FROM SULPHUR.
 LS0342'IN PERSHING COUNTY, 5.5 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD
 LS0342'FROM THE STATION AT SULPHUR, HUMBOLDT COUNTY, 63 FEET EAST OF THE
 LS0342'SIXTH POLE EAST OF MILEPOST 469, AND 48 FEET NORTH OF THE NEAREST
 LS0342'RAIL.  A STANDARD DISK, STAMPED G 72 1934 AND SET IN THE TOP OF A
 LS0342'CONCRETE POST.
 LS0342
 LS0342                          STATION RECOVERY (1969)
 LS0342
 LS0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LS0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0359 ***********************************************************************
 LS0359  DESIGNATION -  G 73
 LS0359  PID         -  LS0359
 LS0359  STATE/COUNTY-  NV/PERSHING
 LS0359  USGS QUAD   -  SAWTOOTH KNOB (1981)
 LS0359
 LS0359                         *CURRENT SURVEY CONTROL
 LS0359  ___________________________________________________________________
 LS0359* NAD 83(1986)-  40 46 33.     (N)    118 36 52.     (W)     SCALED    
 LS0359* NAVD 88     -      1497.000  (meters)    4911.41   (feet)  ADJUSTED  
 LS0359  ___________________________________________________________________
 LS0359  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 LS0359  DYNAMIC HT  -        1495.840 (meters)    4907.60  (feet)  COMP
 LS0359  MODELED GRAV-     979,796.5   (mgal)                       NAVD 88
 LS0359
 LS0359  VERT ORDER  -  SECOND    CLASS 0
 LS0359
 LS0359.The horizontal coordinates were scaled from a topographic map and have
 LS0359.an estimated accuracy of +/- 6 seconds.
 LS0359
 LS0359.The orthometric height was determined by differential leveling
 LS0359.and adjusted by the National Geodetic Survey in June 1991..
 LS0359
 LS0359.The geoid height was determined by GEOID03.
 LS0359
 LS0359.The dynamic height is computed by dividing the NAVD 88
 LS0359.geopotential number by the normal gravity value computed on the
 LS0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0359.degrees latitude (g = 980.6199 gals.).
 LS0359
 LS0359.The modeled gravity was interpolated from observed gravity values.
 LS0359
 LS0359;                    North         East    Units  Estimated Accuracy
 LS0359;SPC NV W     - 4,668,750.      797,370.      MT  (+/- 180 meters Scaled)
 LS0359
 LS0359                          SUPERSEDED SURVEY CONTROL
 LS0359
 LS0359  NGVD 29 (??/??/92) 1495.968  (m)         4908.02   (f) ADJ UNCH    2 0
 LS0359
 LS0359.Superseded values are not recommended for survey control.
 LS0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0359.See file dsdata.txt to determine how the superseded data were derived.
 LS0359
 LS0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF637151(NAD 83)
 LS0359_MARKER: DB = BENCH MARK DISK
 LS0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0359_STAMPING: G 73 1934
 LS0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0359+STABILITY: SURFACE MOTION
 LS0359
 LS0359  HISTORY     - Date     Condition        Report By
 LS0359  HISTORY     - 1934     MONUMENTED       CGS
 LS0359
 LS0359                          STATION DESCRIPTION
 LS0359
 LS0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0359'11.0 MI SE FROM SULPHUR.
 LS0359'IN PERSHING COUNTY, 11.0 MILES SOUTHEAST ALONG THE LOVELOCK ROAD FROM
 LS0359'THE WESTERN PACIFIC RAILROAD STATION AT SULPHUR, HUMBOLDT COUNTY, 0.3
 LS0359'MILE SOUTHEAST OF A STAMPING MILL, AND 40 FEET NORTHEAST OF THE
 LS0359'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED G 73 1934 AND SET IN
 LS0359'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0145 ***********************************************************************
 LS0145  DESIGNATION -  G 74
 LS0145  PID         -  LS0145
 LS0145  STATE/COUNTY-  NV/PERSHING
 LS0145  USGS QUAD   -  LOVELOCK (1987)
 LS0145
 LS0145                         *CURRENT SURVEY CONTROL
 LS0145  ___________________________________________________________________
 LS0145* NAD 83(1986)-  40 10 50.     (N)    118 28 32.     (W)     SCALED    
 LS0145* NAVD 88     -      1212.746  (meters)    3978.82   (feet)  ADJUSTED  
 LS0145  ___________________________________________________________________
 LS0145  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 LS0145  DYNAMIC HT  -        1211.773 (meters)    3975.63  (feet)  COMP
 LS0145  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 LS0145
 LS0145  VERT ORDER  -  SECOND    CLASS 0
 LS0145
 LS0145.The horizontal coordinates were scaled from a topographic map and have
 LS0145.an estimated accuracy of +/- 6 seconds.
 LS0145
 LS0145.The orthometric height was determined by differential leveling
 LS0145.and adjusted by the National Geodetic Survey in June 1991..
 LS0145
 LS0145.The geoid height was determined by GEOID03.
 LS0145
 LS0145.The dynamic height is computed by dividing the NAVD 88
 LS0145.geopotential number by the normal gravity value computed on the
 LS0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0145.degrees latitude (g = 980.6199 gals.).
 LS0145
 LS0145.The modeled gravity was interpolated from observed gravity values.
 LS0145
 LS0145;                    North         East    Units  Estimated Accuracy
 LS0145;SPC NV W     - 4,602,660.      809,180.      MT  (+/- 180 meters Scaled)
 LS0145
 LS0145                          SUPERSEDED SURVEY CONTROL
 LS0145
 LS0145  NGVD 29 (??/??/92) 1211.801  (m)         3975.72   (f) ADJ UNCH    2 0
 LS0145
 LS0145.Superseded values are not recommended for survey control.
 LS0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0145.See file dsdata.txt to determine how the superseded data were derived.
 LS0145
 LS0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE743488(NAD 83)
 LS0145_MARKER: DB = BENCH MARK DISK
 LS0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0145_STAMPING: G 74 1926
 LS0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0145+STABILITY: SURFACE MOTION
 LS0145
 LS0145  HISTORY     - Date     Condition        Report By
 LS0145  HISTORY     - 1926     MONUMENTED       CGS
 LS0145  HISTORY     - 1957     GOOD             NGS
 LS0145  HISTORY     - 1983     MARK NOT FOUND   USGS
 LS0145  HISTORY     - 1986     MARK NOT FOUND   NGS
 LS0145
 LS0145                          STATION DESCRIPTION
 LS0145
 LS0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LS0145'IN LOVELOCK.
 LS0145'ON THE WEST SIDE OF THE COURTHOUSE AT LOVELOCK, IN THE LAWN, 129.9
 LS0145'FEET WEST OF THE WEST CORNER OF THE COURTHOUSE BUILDING, 61.6 FEET
 LS0145'NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF A
 LS0145'RADIO TOWER, 118.5 FEET SOUTH OF THE CENTER LINE OF ELEVENTH STREET,
 LS0145'18.2 FEET EAST OF THE EAST EDGE OF THE SIDEWALK ON THE EAST SIDE OF
 LS0145'ELMHURST AVE., 23.2 FEET NORTHWEST OF THE NORTHWEST GUY WIRES OF THE
 LS0145'TOWER, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LS0145'POST FLUSH WITH THE LAWN.  NOTE-- THE CONCRETE POST IN LEANING
 LS0145'SLIGHTLY.
 LS0145
 LS0145                          STATION RECOVERY (1983)
 LS0145
 LS0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LS0145'MARK NOT FOUND.
 LS0145
 LS0145                          STATION RECOVERY (1986)
 LS0145
 LS0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0145'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0205 ***********************************************************************
 MU0205  DESIGNATION -  G 75
 MU0205  PID         -  MU0205
 MU0205  STATE/COUNTY-  NV/HUMBOLDT
 MU0205  USGS QUAD   -  RED HOUSE FLAT EAST (1980)
 MU0205
 MU0205                         *CURRENT SURVEY CONTROL
 MU0205  ___________________________________________________________________
 MU0205* NAD 83(1986)-  41 05 07.     (N)    117 14 28.     (W)     SCALED    
 MU0205* NAVD 88     -      1358.080  (meters)    4455.63   (feet)  POSTED    
 MU0205  ___________________________________________________________________
 MU0205  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 MU0205  DYNAMIC HT  -        1357.070 (meters)    4452.32  (feet)  COMP
 MU0205  MODELED GRAV-     979,833.1   (mgal)                       NAVD 88
 MU0205
 MU0205  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MU0205
 MU0205.The horizontal coordinates were scaled from a topographic map and have
 MU0205.an estimated accuracy of +/- 6 seconds.
 MU0205
 MU0205.The orthometric height was determined by differential leveling
 MU0205.and adjusted by the National Geodetic Survey in 1992..
 MU0205.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MU0205.rate of 3.1 thru 4.0 mm/km.
 MU0205
 MU0205.The geoid height was determined by GEOID03.
 MU0205
 MU0205.The dynamic height is computed by dividing the NAVD 88
 MU0205.geopotential number by the normal gravity value computed on the
 MU0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0205.degrees latitude (g = 980.6199 gals.).
 MU0205
 MU0205.The modeled gravity was interpolated from observed gravity values.
 MU0205
 MU0205;                    North         East    Units  Estimated Accuracy
 MU0205;SPC NV W     - 4,703,980.      912,770.      MT  (+/- 180 meters Scaled)
 MU0205
 MU0205                          SUPERSEDED SURVEY CONTROL
 MU0205
 MU0205  NGVD 29 (??/??/92) 1357.086  (m)         4452.37   (f) ADJ UNCH    2 0
 MU0205
 MU0205.Superseded values are not recommended for survey control.
 MU0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0205.See file dsdata.txt to determine how the superseded data were derived.
 MU0205
 MU0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF797482(NAD 83)
 MU0205_MARKER: DB = BENCH MARK DISK
 MU0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0205_STAMPING: G-75 1934
 MU0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0205+STABILITY: SURFACE MOTION
 MU0205
 MU0205  HISTORY     - Date     Condition        Report By
 MU0205  HISTORY     - 1934     MONUMENTED       CGS
 MU0205  HISTORY     - 1975     GOOD             USGS
 MU0205
 MU0205                          STATION DESCRIPTION
 MU0205
 MU0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0205'17.2 MI NE FROM GOLCONDA.
 MU0205'17.2 MILES NORTHEAST OF S.P.RR. STATION AT GOLCONDA 48 FEET SOUTHEAST
 MU0205'OF CENTER LINE OF ROAD FROM GOLCONDA TO MIDAS.
 MU0205
 MU0205                          STATION RECOVERY (1975)
 MU0205
 MU0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MU0205'11.6 MI. NE OF, ALONG STATE HWY 18. 50 FT. SE OF AND LEVEL WITH THE
 MU0205'CENTERLINE OF HWY 18. IN CONCRETE POST PROJECTING 0.45 FT. STANDARD
 MU0205'DISK STAMPED G 75 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0093 ***********************************************************************
 MU0093  DESIGNATION -  G 76
 MU0093  PID         -  MU0093
 MU0093  STATE/COUNTY-  NV/ELKO
 MU0093  USGS QUAD   -  CHINA CAMP (1970)
 MU0093
 MU0093                         *CURRENT SURVEY CONTROL
 MU0093  ___________________________________________________________________
 MU0093* NAD 83(1986)-  41 12 48.     (N)    116 28 23.     (W)     SCALED    
 MU0093* NAVD 88     -      1662.017  (meters)    5452.80   (feet)  POSTED    
 MU0093  ___________________________________________________________________
 MU0093  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 MU0093  DYNAMIC HT  -        1660.680 (meters)    5448.41  (feet)  COMP
 MU0093  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 MU0093
 MU0093  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0093
 MU0093.The horizontal coordinates were scaled from a topographic map and have
 MU0093.an estimated accuracy of +/- 6 seconds.
 MU0093
 MU0093.The orthometric height was determined by differential leveling
 MU0093.and adjusted by the National Geodetic Survey in 1992..
 MU0093.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0093.rate of 1.1 thru 2.0 mm/km.
 MU0093
 MU0093.The geoid height was determined by GEOID03.
 MU0093
 MU0093.The dynamic height is computed by dividing the NAVD 88
 MU0093.geopotential number by the normal gravity value computed on the
 MU0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0093.degrees latitude (g = 980.6199 gals.).
 MU0093
 MU0093.The modeled gravity was interpolated from observed gravity values.
 MU0093
 MU0093;                    North         East    Units  Estimated Accuracy
 MU0093;SPC NV E     - 8,717,720.      125,390.      MT  (+/- 180 meters Scaled)
 MU0093
 MU0093                          SUPERSEDED SURVEY CONTROL
 MU0093
 MU0093  NGVD 29 (??/??/92) 1660.906  (m)         5449.16   (f) ADJ UNCH    2 0
 MU0093
 MU0093.Superseded values are not recommended for survey control.
 MU0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0093.See file dsdata.txt to determine how the superseded data were derived.
 MU0093
 MU0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF441625(NAD 83)
 MU0093_MARKER: DB = BENCH MARK DISK
 MU0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0093_STAMPING: G 76 1934
 MU0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0093+STABILITY: SURFACE MOTION
 MU0093
 MU0093  HISTORY     - Date     Condition        Report By
 MU0093  HISTORY     - 1934     MONUMENTED       CGS
 MU0093
 MU0093                          STATION DESCRIPTION
 MU0093
 MU0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0093'20.3 MI SW FROM TUSCARORA.
 MU0093'20.3 MILES SOUTHWEST OF TUSCARORA MAIN STREET 36 FEET SOUTH OF
 MU0093'CENTERLINE OF ROAD FROM MIDAS TO TUSCARORA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0135 ***********************************************************************
 LR0135  DESIGNATION -  G 77
 LR0135  PID         -  LR0135
 LR0135  STATE/COUNTY-  NV/EUREKA
 LR0135  USGS QUAD   -  COFFIN MTN (1985)
 LR0135
 LR0135                         *CURRENT SURVEY CONTROL
 LR0135  ___________________________________________________________________
 LR0135* NAD 83(1986)-  40 21 23.     (N)    116 06 27.     (W)     SCALED    
 LR0135* NAVD 88     -      1631.247  (meters)    5351.85   (feet)  ADJUSTED  
 LR0135  ___________________________________________________________________
 LR0135  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 LR0135  DYNAMIC HT  -        1629.782 (meters)    5347.04  (feet)  COMP
 LR0135  MODELED GRAV-     979,670.1   (mgal)                       NAVD 88
 LR0135
 LR0135  VERT ORDER  -  SECOND    CLASS 0
 LR0135
 LR0135.The horizontal coordinates were scaled from a topographic map and have
 LR0135.an estimated accuracy of +/- 6 seconds.
 LR0135
 LR0135.The orthometric height was determined by differential leveling
 LR0135.and adjusted by the National Geodetic Survey in June 1991..
 LR0135
 LR0135.The geoid height was determined by GEOID03.
 LR0135
 LR0135.The dynamic height is computed by dividing the NAVD 88
 LR0135.geopotential number by the normal gravity value computed on the
 LR0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0135.degrees latitude (g = 980.6199 gals.).
 LR0135
 LR0135.The modeled gravity was interpolated from observed gravity values.
 LR0135
 LR0135;                    North         East    Units  Estimated Accuracy
 LR0135;SPC NV E     - 8,622,310.      155,480.      MT  (+/- 180 meters Scaled)
 LR0135
 LR0135                          SUPERSEDED SURVEY CONTROL
 LR0135
 LR0135  NGVD 29 (??/??/92) 1630.106  (m)         5348.11   (f) ADJ UNCH    2 0
 LR0135
 LR0135.Superseded values are not recommended for survey control.
 LR0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0135.See file dsdata.txt to determine how the superseded data were derived.
 LR0135
 LR0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE757676(NAD 83)
 LR0135_MARKER: DB = BENCH MARK DISK
 LR0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0135_STAMPING: G 77 1934
 LR0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0135+STABILITY: SURFACE MOTION
 LR0135
 LR0135  HISTORY     - Date     Condition        Report By
 LR0135  HISTORY     - 1934     MONUMENTED       CGS
 LR0135
 LR0135                          STATION DESCRIPTION
 LR0135
 LR0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0135'20.2 MI S FROM PALISADE.
 LR0135'ABOUT 20.2 MILES SOUTH ALONG THE ROAD LEADING TO EUREKA FROM PALISADE,
 LR0135'EUREKA COUNTY, AT INTERSECTION OF OLD AND NEW ROADS, AND 45 FEET EAST
 LR0135'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED G 77 1934
 LR0135'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0040 ***********************************************************************
 KQ0040  DESIGNATION -  G 78
 KQ0040  PID         -  KQ0040
 KQ0040  STATE/COUNTY-  NV/EUREKA
 KQ0040  USGS QUAD   -  COOPER PEAK (1986)
 KQ0040
 KQ0040                         *CURRENT SURVEY CONTROL
 KQ0040  ___________________________________________________________________
 KQ0040* NAD 83(1986)-  39 57 15.     (N)    116 18 28.     (W)     SCALED    
 KQ0040* NAVD 88     -      1858.887  (meters)    6098.70   (feet)  ADJUSTED  
 KQ0040  ___________________________________________________________________
 KQ0040  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 KQ0040  DYNAMIC HT  -        1857.107 (meters)    6092.86  (feet)  COMP
 KQ0040  MODELED GRAV-     979,602.0   (mgal)                       NAVD 88
 KQ0040
 KQ0040  VERT ORDER  -  SECOND    CLASS 0
 KQ0040
 KQ0040.The horizontal coordinates were scaled from a topographic map and have
 KQ0040.an estimated accuracy of +/- 6 seconds.
 KQ0040
 KQ0040.The orthometric height was determined by differential leveling
 KQ0040.and adjusted by the National Geodetic Survey in June 1991..
 KQ0040
 KQ0040.The geoid height was determined by GEOID03.
 KQ0040
 KQ0040.The dynamic height is computed by dividing the NAVD 88
 KQ0040.geopotential number by the normal gravity value computed on the
 KQ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0040.degrees latitude (g = 980.6199 gals.).
 KQ0040
 KQ0040.The modeled gravity was interpolated from observed gravity values.
 KQ0040
 KQ0040;                    North         East    Units  Estimated Accuracy
 KQ0040;SPC NV E     - 8,577,780.      138,100.      MT  (+/- 180 meters Scaled)
 KQ0040
 KQ0040                          SUPERSEDED SURVEY CONTROL
 KQ0040
 KQ0040  NGVD 29 (??/??/92) 1857.661  (m)         6094.68   (f) ADJ UNCH    2 0
 KQ0040
 KQ0040.Superseded values are not recommended for survey control.
 KQ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0040.See file dsdata.txt to determine how the superseded data were derived.
 KQ0040
 KQ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE591229(NAD 83)
 KQ0040_MARKER: DB = BENCH MARK DISK
 KQ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0040_STAMPING: G 78 1934
 KQ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0040+STABILITY: SURFACE MOTION
 KQ0040
 KQ0040  HISTORY     - Date     Condition        Report By
 KQ0040  HISTORY     - 1934     MONUMENTED       CGS
 KQ0040  HISTORY     - 19830901 MARK NOT FOUND   USGS
 KQ0040  HISTORY     - 19830901 MARK NOT FOUND   USPSQD
 KQ0040
 KQ0040                          STATION DESCRIPTION
 KQ0040
 KQ0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KQ0040'5.8 MI NE FROM TONKIN.
 KQ0040'ABOUT 5.8 MILES NORTHEAST ALONG THE ROAD TO ALPHA FROM TONKIN, EUREKA
 KQ0040'COUNTY, ABOUT 210 FEET WEST OF SHEARING CORRALS, ABOUT 142 FEET EAST
 KQ0040'OF THE POINT WHERE THE ROAD TO THE WILLOW CREEK, RANCH YARD CROSSES
 KQ0040'OVER A CULVERT, ABOUT 120 FEET SOUTHEAST OF A FENCE CORNER AND THE
 KQ0040'CROSSING OF THE TONKIN ROAD OVER DRY CREEK BED, AND 45 FEET SOUTH OF
 KQ0040'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED G 78 1934 AND
 KQ0040'SET IN THE TOP OF A CONCRETE POST.
 KQ0040
 KQ0040                          STATION RECOVERY (1983)
 KQ0040
 KQ0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (LAB)
 KQ0040'MARK NOT FOUND.
 KQ0040
 KQ0040                          STATION RECOVERY (1983)
 KQ0040
 KQ0040'RECOVERY NOTE BY US POWER SQUADRON 1983 (LAB)
 KQ0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0127 ***********************************************************************
 KQ0127  DESIGNATION -  G 79
 KQ0127  PID         -  KQ0127
 KQ0127  STATE/COUNTY-  NV/LANDER
 KQ0127  USGS QUAD   -  BARTON SPRING (1986)
 KQ0127
 KQ0127                         *CURRENT SURVEY CONTROL
 KQ0127  ___________________________________________________________________
 KQ0127* NAD 83(1986)-  39 37 09.     (N)    116 54 20.     (W)     SCALED    
 KQ0127* NAVD 88     -      2092.887  (meters)    6866.41   (feet)  ADJUSTED  
 KQ0127  ___________________________________________________________________
 KQ0127  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 KQ0127  DYNAMIC HT  -        2090.717 (meters)    6859.29  (feet)  COMP
 KQ0127  MODELED GRAV-     979,514.1   (mgal)                       NAVD 88
 KQ0127
 KQ0127  VERT ORDER  -  SECOND    CLASS 0
 KQ0127
 KQ0127.The horizontal coordinates were scaled from a topographic map and have
 KQ0127.an estimated accuracy of +/- 6 seconds.
 KQ0127
 KQ0127.The orthometric height was determined by differential leveling
 KQ0127.and adjusted by the National Geodetic Survey in June 1991..
 KQ0127
 KQ0127.The geoid height was determined by GEOID03.
 KQ0127
 KQ0127.The dynamic height is computed by dividing the NAVD 88
 KQ0127.geopotential number by the normal gravity value computed on the
 KQ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0127.degrees latitude (g = 980.6199 gals.).
 KQ0127
 KQ0127.The modeled gravity was interpolated from observed gravity values.
 KQ0127
 KQ0127;                    North         East    Units  Estimated Accuracy
 KQ0127;SPC NV C     - 6,540,360.      479,490.      MT  (+/- 180 meters Scaled)
 KQ0127
 KQ0127                          SUPERSEDED SURVEY CONTROL
 KQ0127
 KQ0127  NGVD 29 (??/??/92) 2091.564  (m)         6862.07   (f) ADJ UNCH    2 0
 KQ0127
 KQ0127.Superseded values are not recommended for survey control.
 KQ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0127.See file dsdata.txt to determine how the superseded data were derived.
 KQ0127
 KQ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND081854(NAD 83)
 KQ0127_MARKER: DB = BENCH MARK DISK
 KQ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0127_STAMPING: G 79 1934
 KQ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0127+STABILITY: SURFACE MOTION
 KQ0127
 KQ0127  HISTORY     - Date     Condition        Report By
 KQ0127  HISTORY     - 1934     MONUMENTED       CGS
 KQ0127  HISTORY     - 1955     GOOD             USGS
 KQ0127  HISTORY     - 1968     GOOD             NGS
 KQ0127
 KQ0127                          STATION DESCRIPTION
 KQ0127
 KQ0127'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0127'17.9 MI NE FROM AUSTIN.
 KQ0127'LANDER COUNTY COURTHOUSE, AUSTIN, ABOUT 5.4 MILES E OF ALONG U.S.
 KQ0127'HIGHWAY 50, THENCE ABOUT 12.4 MILES N ALONG STATE HIGHWAY 21, ABOUT
 KQ0127'110 FEET NW OF THE FORK IN THE HIGHWAY, 22 FEET W OF THE CENTER OF THE
 KQ0127'ROAD, 13 FEET E OF THE CENTER OF THE ROAD TO CALLAHANS, AND 7.2 FEET
 KQ0127'NW OF THE SIGN GRASS VALLEY - CALLAHANS.  A STANDARD DISK, STAMPED G
 KQ0127'79 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KQ0127
 KQ0127                          STATION RECOVERY (1968)
 KQ0127
 KQ0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KQ0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0444 ***********************************************************************
 KR0444  DESIGNATION -  G 8
 KR0444  PID         -  KR0444
 KR0444  STATE/COUNTY-  NV/CHURCHILL
 KR0444  USGS QUAD   -  UPSAL HOGBACK (1985)
 KR0444
 KR0444                         *CURRENT SURVEY CONTROL
 KR0444  ___________________________________________________________________
 KR0444* NAD 83(1986)-  39 40 48.     (N)    118 50 18.     (W)     SCALED    
 KR0444* NAVD 88     -      1191.49   (+/-2cm)    3909.1    (feet)  VERTCON   
 KR0444  ___________________________________________________________________
 KR0444  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 KR0444
 KR0444  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0444
 KR0444.The horizontal coordinates were scaled from a topographic map and have
 KR0444.an estimated accuracy of +/- 6 seconds.
 KR0444
 KR0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0444.The vertical order pertains to the NGVD 29 superseded value.
 KR0444
 KR0444.The geoid height was determined by GEOID03.
 KR0444
 KR0444;                    North         East    Units  Estimated Accuracy
 KR0444;SPC NV W     - 4,547,120.      778,130.      MT  (+/- 180 meters Scaled)
 KR0444
 KR0444                          SUPERSEDED SURVEY CONTROL
 KR0444
 KR0444  NGVD 29 (??/??/92) 1190.565  (m)         3906.05   (f) ADJ UNCH    1 2
 KR0444
 KR0444.Superseded values are not recommended for survey control.
 KR0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0444.See file dsdata.txt to determine how the superseded data were derived.
 KR0444
 KR0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD423938(NAD 83)
 KR0444_MARKER: DB = BENCH MARK DISK
 KR0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0444_SP_SET: ABUTMENT
 KR0444_STAMPING: 3905.734
 KR0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0444
 KR0444  HISTORY     - Date     Condition        Report By
 KR0444  HISTORY     - UNK      MONUMENTED       CGS
 KR0444  HISTORY     - 1953     GOOD             NGS
 KR0444  HISTORY     - 1970     GOOD             NGS
 KR0444
 KR0444                          STATION DESCRIPTION
 KR0444
 KR0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0444'9.4 MI NE FROM MASSIE.
 KR0444'9.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0444'THE WATER TANK AT MASSIE, AT UPSAL SIDING, AT WOODEN BRIDGE 301.86, IN
 KR0444'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT, 7.6
 KR0444'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 2 1/2 FEET LOWER THAN
 KR0444'THE TOP OF THE RAIL.
 KR0444
 KR0444                          STATION RECOVERY (1970)
 KR0444
 KR0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KR0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0288 ***********************************************************************
 MU0288  DESIGNATION -  G 80
 MU0288  PID         -  MU0288
 MU0288  STATE/COUNTY-  NV/HUMBOLDT
 MU0288  USGS QUAD   -  OROVADA (1991)
 MU0288
 MU0288                         *CURRENT SURVEY CONTROL
 MU0288  ___________________________________________________________________
 MU0288* NAD 83(1986)-  41 35 49.     (N)    117 46 59.     (W)     SCALED    
 MU0288* NAVD 88     -      1355.941  (meters)    4448.62   (feet)  ADJUSTED  
 MU0288  ___________________________________________________________________
 MU0288  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 MU0288  DYNAMIC HT  -        1354.987 (meters)    4445.49  (feet)  COMP
 MU0288  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 MU0288
 MU0288  VERT ORDER  -  SECOND    CLASS 0
 MU0288
 MU0288.The horizontal coordinates were scaled from a topographic map and have
 MU0288.an estimated accuracy of +/- 6 seconds.
 MU0288
 MU0288.The orthometric height was determined by differential leveling
 MU0288.and adjusted by the National Geodetic Survey in June 1991..
 MU0288
 MU0288.The geoid height was determined by GEOID03.
 MU0288
 MU0288.The dynamic height is computed by dividing the NAVD 88
 MU0288.geopotential number by the normal gravity value computed on the
 MU0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0288.degrees latitude (g = 980.6199 gals.).
 MU0288
 MU0288.The modeled gravity was interpolated from observed gravity values.
 MU0288
 MU0288;                    North         East    Units  Estimated Accuracy
 MU0288;SPC NV W     - 4,760,250.      866,710.      MT  (+/- 180 meters Scaled)
 MU0288
 MU0288                          SUPERSEDED SURVEY CONTROL
 MU0288
 MU0288  NGVD 29 (??/??/92) 1354.840  (m)         4445.00   (f) ADJ UNCH    2 0
 MU0288
 MU0288.Superseded values are not recommended for survey control.
 MU0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0288.See file dsdata.txt to determine how the superseded data were derived.
 MU0288
 MU0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG347053(NAD 83)
 MU0288_MARKER: DB = BENCH MARK DISK
 MU0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0288_STAMPING: G 80 1934 4445.004
 MU0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0288+STABILITY: SURFACE MOTION
 MU0288
 MU0288  HISTORY     - Date     Condition        Report By
 MU0288  HISTORY     - 1934     MONUMENTED       CGS
 MU0288  HISTORY     - 1961     GOOD             NGS
 MU0288
 MU0288                          STATION DESCRIPTION
 MU0288
 MU0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MU0288'1.9 MI N FROM OROVADA.
 MU0288'OROVADA POST OFFICE, 1.95 MILES NORTH OF ALONG U. S. HIGHWAY 95, 65.5
 MU0288'FEET WEST OF HIGHWAY IN TOP OF A 12 INCH CIRCULAR CONCRETE POST
 MU0288'PROJECTING 0.8 FEET ABOVE GROUND.  A STANDARD C AND GS TABLET STAMPED,
 MU0288'G-80, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0183 ***********************************************************************
 LR0183  DESIGNATION -  G 82
 LR0183  PID         -  LR0183
 LR0183  STATE/COUNTY-  NV/EUREKA
 LR0183  USGS QUAD   -  CRESCENT VALLEY (1985)
 LR0183
 LR0183                         *CURRENT SURVEY CONTROL
 LR0183  ___________________________________________________________________
 LR0183* NAD 83(1986)-  40 27 11.     (N)    116 33 40.     (W)     SCALED    
 LR0183* NAVD 88     -      1452.466  (meters)    4765.30   (feet)  ADJUSTED  
 LR0183  ___________________________________________________________________
 LR0183  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 LR0183  DYNAMIC HT  -        1451.256 (meters)    4761.33  (feet)  COMP
 LR0183  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 LR0183
 LR0183  VERT ORDER  -  SECOND    CLASS 0
 LR0183
 LR0183.The horizontal coordinates were scaled from a topographic map and have
 LR0183.an estimated accuracy of +/- 6 seconds.
 LR0183
 LR0183.The orthometric height was determined by differential leveling
 LR0183.and adjusted by the National Geodetic Survey in June 1991..
 LR0183
 LR0183.The geoid height was determined by GEOID03.
 LR0183
 LR0183.The dynamic height is computed by dividing the NAVD 88
 LR0183.geopotential number by the normal gravity value computed on the
 LR0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0183.degrees latitude (g = 980.6199 gals.).
 LR0183
 LR0183.The modeled gravity was interpolated from observed gravity values.
 LR0183
 LR0183;                    North         East    Units  Estimated Accuracy
 LR0183;SPC NV E     - 8,633,370.      117,070.      MT  (+/- 180 meters Scaled)
 LR0183
 LR0183                          SUPERSEDED SURVEY CONTROL
 LR0183
 LR0183  NGVD 29 (??/??/92) 1451.367  (m)         4761.69   (f) ADJ UNCH    2 0
 LR0183
 LR0183.Superseded values are not recommended for survey control.
 LR0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0183.See file dsdata.txt to determine how the superseded data were derived.
 LR0183
 LR0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE372781(NAD 83)
 LR0183_MARKER: DB = BENCH MARK DISK
 LR0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0183_STAMPING: G 82 1934
 LR0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0183+STABILITY: SURFACE MOTION
 LR0183
 LR0183  HISTORY     - Date     Condition        Report By
 LR0183  HISTORY     - 1934     MONUMENTED       CGS
 LR0183  HISTORY     - 1983     MARK NOT FOUND   USGS
 LR0183
 LR0183                          STATION DESCRIPTION
 LR0183
 LR0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0183'11.2 MI SW FROM BEOWAWE.
 LR0183'11.2 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE SOUTHERN PACIFIC
 LR0183'CO. RAILROAD STATION AT BEOWAWE, EUREKA COUNTY, 120 FEET SOUTHEAST OF
 LR0183'THE DIVERGENCE OF TWO PARALLELING ROADS, AND 24 FEET NORTHEAST OF THE
 LR0183'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 82 1934 AND SET
 LR0183'IN THE TOP OF A CONCRETE POST.
 LR0183
 LR0183                          STATION RECOVERY (1983)
 LR0183
 LR0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0121 ***********************************************************************
 LR0121  DESIGNATION -  G 87
 LR0121  PID         -  LR0121
 LR0121  STATE/COUNTY-  NV/EUREKA
 LR0121  USGS QUAD   -  BOBS FLAT (1986)
 LR0121
 LR0121                         *CURRENT SURVEY CONTROL
 LR0121  ___________________________________________________________________
 LR0121* NAD 83(1986)-  40 41 31.     (N)    116 29 26.     (W)     SCALED    
 LR0121* NAVD 88     -      1427.995  (meters)    4685.01   (feet)  ADJUSTED  
 LR0121  ___________________________________________________________________
 LR0121  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 LR0121  DYNAMIC HT  -        1426.863 (meters)    4681.30  (feet)  COMP
 LR0121  MODELED GRAV-     979,781.9   (mgal)                       NAVD 88
 LR0121
 LR0121  VERT ORDER  -  FIRST     CLASS II
 LR0121
 LR0121.The horizontal coordinates were scaled from a topographic map and have
 LR0121.an estimated accuracy of +/- 6 seconds.
 LR0121
 LR0121.The orthometric height was determined by differential leveling
 LR0121.and adjusted by the National Geodetic Survey in June 1991..
 LR0121
 LR0121.The geoid height was determined by GEOID03.
 LR0121
 LR0121.The dynamic height is computed by dividing the NAVD 88
 LR0121.geopotential number by the normal gravity value computed on the
 LR0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0121.degrees latitude (g = 980.6199 gals.).
 LR0121
 LR0121.The modeled gravity was interpolated from observed gravity values.
 LR0121
 LR0121;                    North         East    Units  Estimated Accuracy
 LR0121;SPC NV E     - 8,659,840.      123,320.      MT  (+/- 180 meters Scaled)
 LR0121
 LR0121                          SUPERSEDED SURVEY CONTROL
 LR0121
 LR0121  NGVD 29 (??/??/92) 1426.922  (m)         4681.49   (f) ADJ UNCH    1 2
 LR0121
 LR0121.Superseded values are not recommended for survey control.
 LR0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0121.See file dsdata.txt to determine how the superseded data were derived.
 LR0121
 LR0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF430046(NAD 83)
 LR0121_MARKER: DB = BENCH MARK DISK
 LR0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0121_STAMPING: G 87 1958
 LR0121_MARK LOGO: CGS   
 LR0121_PROJECTION: PROJECTING 18 CENTIMETERS
 LR0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0121+STABILITY: SURFACE MOTION
 LR0121
 LR0121  HISTORY     - Date     Condition        Report By
 LR0121  HISTORY     - 1958     MONUMENTED       CGS
 LR0121  HISTORY     - 1984     GOOD             NGS
 LR0121
 LR0121                          STATION DESCRIPTION
 LR0121
 LR0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0121'2.1 MI SE FROM DUNPHY.
 LR0121'2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE SOUTHERN PACIFIC
 LR0121'RAILROAD OVERPASS AT DUNPHY, ON A SMALL KNOLL, 108.0 FEET NORTH OF THE
 LR0121'CENTERLINE OF THE HIGHWAY, 3.7 FEET SOUTH OF FENCE LINE, 4.9 FEET EAST
 LR0121'OF A METAL WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 8
 LR0121'INCHES ABOVE GROUND SURFACE, AND ABOUT 15 FEET HIGHER THAN HIGHWAY.
 LR0121
 LR0121                          STATION RECOVERY (1984)
 LR0121
 LR0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0121'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  38.4 KM
 LR0121'(24.0 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS STATION AT
 LR0121'BATTLE MOUNTAIN, THENCE 4.9 KM (3.05 MI) SOUTHEAST ALONG OLD US
 LR0121'HIGHWAY 40, ON TOP OF A CUT BANK, 32.9 METERS (108 FT) NORTHEAST OF
 LR0121'THE HIGHWAY CENTERLINE, 6.5 METERS (21.5 FT) SOUTHEAST OF A BRACED
 LR0121'FENCE POST IN THE RIGHT OF WAY FENCE AND 1.0 METER (3.5 MI) SOUTHWEST
 LR0121'OF THE RIGHT OF WAY FENCE.
 LR0121'THE MARK IS 1.5 METERS  SE FROM A WITNESS POST.
 LR0121'THE MARK IS 3.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1318 ***********************************************************************
 KR1318  DESIGNATION -  G 9
 KR1318  PID         -  KR1318
 KR1318  STATE/COUNTY-  NV/WASHOE
 KR1318  USGS QUAD   -  RENO (1982)
 KR1318
 KR1318                         *CURRENT SURVEY CONTROL
 KR1318  ___________________________________________________________________
 KR1318* NAD 83(1986)-  39 31 59.     (N)    119 45 57.     (W)     SCALED    
 KR1318* NAVD 88     -      1349.067  (meters)    4426.06   (feet)  ADJUSTED  
 KR1318  ___________________________________________________________________
 KR1318  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 KR1318  DYNAMIC HT  -        1347.848 (meters)    4422.06  (feet)  COMP
 KR1318  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 KR1318
 KR1318  VERT ORDER  -  FIRST     CLASS II
 KR1318
 KR1318.The horizontal coordinates were scaled from a topographic map and have
 KR1318.an estimated accuracy of +/- 6 seconds.
 KR1318
 KR1318.The orthometric height was determined by differential leveling
 KR1318.and adjusted by the National Geodetic Survey in June 1991..
 KR1318
 KR1318.The geoid height was determined by GEOID03.
 KR1318
 KR1318.The dynamic height is computed by dividing the NAVD 88
 KR1318.geopotential number by the normal gravity value computed on the
 KR1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1318.degrees latitude (g = 980.6199 gals.).
 KR1318
 KR1318.The modeled gravity was interpolated from observed gravity values.
 KR1318
 KR1318;                    North         East    Units  Estimated Accuracy
 KR1318;SPC NV W     - 4,531,440.      698,350.      MT  (+/- 180 meters Scaled)
 KR1318
 KR1318                          SUPERSEDED SURVEY CONTROL
 KR1318
 KR1318  NGVD 29 (??/??/92) 1348.000  (m)         4422.56   (f) ADJ UNCH    1 2
 KR1318
 KR1318.Superseded values are not recommended for survey control.
 KR1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1318.See file dsdata.txt to determine how the superseded data were derived.
 KR1318
 KR1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD622795(NAD 83)
 KR1318_MARKER: DB = BENCH MARK DISK
 KR1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1318_STAMPING: G 9 4422.475
 KR1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1318+STABILITY: SURFACE MOTION
 KR1318
 KR1318  HISTORY     - Date     Condition        Report By
 KR1318  HISTORY     - UNK      MONUMENTED       CGS
 KR1318  HISTORY     - 1947     GOOD             NGS
 KR1318  HISTORY     - 1969     MARK NOT FOUND   NGS
 KR1318  HISTORY     - 20030908 MARK NOT FOUND   USPSQD
 KR1318
 KR1318                          STATION DESCRIPTION
 KR1318
 KR1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KR1318'0.1 MI W FROM SPARKS.
 KR1318'ABOUT 0.1 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 KR1318'STATION AT SPARKS, AT THE SEVENTEENTH STREET CROSSING, 46.0 FEET NORTH
 KR1318'OF THE NORTH RAIL OF THE EAST BOUND TRACK, 18.4 FEET EAST OF THE
 KR1318'CENTER LINE OF SEVENTEENTH STREET, 4.3 FEET SOUTHEAST OF A CORNER
 KR1318'FENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 KR1318'ABOVE THE GROUND AND ABOUT 2 FEET LOWER THAN THE TRACK.
 KR1318
 KR1318                          STATION RECOVERY (1969)
 KR1318
 KR1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KR1318'MARK NOT FOUND.
 KR1318
 KR1318                          STATION RECOVERY (2003)
 KR1318
 KR1318'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0933 ***********************************************************************
 HQ0933  DESIGNATION -  GAB
 HQ0933  PID         -  HQ0933
 HQ0933  STATE/COUNTY-  NV/ESMERALDA
 HQ0933  USGS QUAD   -  SYLVANIA MTS (1987)
 HQ0933
 HQ0933                         *CURRENT SURVEY CONTROL
 HQ0933  ___________________________________________________________________
 HQ0933* NAD 83(1994)-  37 23 49.92235(N)    117 42 07.64527(W)     ADJUSTED  
 HQ0933* NAVD 88     -      2330.     (meters)    7644.     (feet)  SCALED    
 HQ0933  ___________________________________________________________________
 HQ0933  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 HQ0933  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 HQ0933
 HQ0933  HORZ ORDER  -  THIRD
 HQ0933
 HQ0933.The horizontal coordinates were established by classical geodetic methods
 HQ0933.and adjusted by the National Geodetic Survey in June 1998..
 HQ0933
 HQ0933.The orthometric height was scaled from a topographic map.
 HQ0933
 HQ0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0933
 HQ0933.The geoid height was determined by GEOID03.
 HQ0933
 HQ0933;                    North         East     Units Scale Factor Converg.
 HQ0933;SPC NV W     - 4,294,069.552   878,021.064   MT  0.99997496   +0 32 06.8
 HQ0933;SPC NV W     -14,088,126.52  2,880,640.77   sFT  0.99997496   +0 32 06.8
 HQ0933;SPC CA 3     -   603,274.853 2,247,692.475   MT  0.99994814   +1 42 46.6
 HQ0933;SPC CA 3     - 1,979,244.25  7,374,304.40   sFT  0.99994814   +1 42 46.6
 HQ0933;SPC CA 4     -   729,796.355 2,114,922.536   MT  1.00003130   +0 46 27.5
 HQ0933;SPC CA 4     - 2,394,340.21  6,938,708.35   sFT  1.00003130   +0 46 27.5
 HQ0933;UTM  11      - 4,139,167.879   437,853.844   MT  0.99964757   -0 25 35.2
 HQ0933
 HQ0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0933!SPC NV W     -   0.99963856  x   0.99997496  =   0.99961353
 HQ0933!SPC CA 3     -   0.99963856  x   0.99994814  =   0.99958672
 HQ0933!SPC CA 4     -   0.99963856  x   1.00003130  =   0.99966985
 HQ0933!UTM  11      -   0.99963856  x   0.99964757  =   0.99928626
 HQ0933
 HQ0933:                Primary Azimuth Mark                     Grid Az
 HQ0933:SPC NV W     -  HAB                                      168 29 06.3
 HQ0933:SPC CA 3     -  HAB                                      167 18 26.5
 HQ0933:SPC CA 4     -  HAB                                      168 14 45.6
 HQ0933:UTM  11      -  HAB                                      169 26 48.3
 HQ0933
 HQ0933|---------------------------------------------------------------------|
 HQ0933| PID    Reference Object                     Distance      Geod. Az  |
 HQ0933|                                                           dddmmss.s |
 HQ0933| HQ0934 HAB                                 APPROX. 2.3 KM 1690113.1 |
 HQ0933|---------------------------------------------------------------------|
 HQ0933
 HQ0933                          SUPERSEDED SURVEY CONTROL
 HQ0933
 HQ0933  NAD 83(1992)-  37 23 49.92069(N)    117 42 07.64527(W) AD(       ) 3
 HQ0933  NAD 83(1986)-  37 23 49.92390(N)    117 42 07.64604(W) AD(       ) 3
 HQ0933  NAD 27      -  37 23 50.17200(N)    117 42 04.34100(W) AD(       ) 3
 HQ0933
 HQ0933.Superseded values are not recommended for survey control.
 HQ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0933.See file dsdata.txt to determine how the superseded data were derived.
 HQ0933
 HQ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB3785439168(NAD 83)
 HQ0933_MARKER: Z = SEE DESCRIPTION
 HQ0933_SETTING: 0 = UNSPECIFIED SETTING
 HQ0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0933
 HQ0933  HISTORY     - Date     Condition        Report By
 HQ0933  HISTORY     - 1895     MONUMENTED       CGS
 HQ0933
 HQ0933                          STATION DESCRIPTION
 HQ0933
 HQ0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HQ0933'A NUT PINE TREE STUMP 6 INCHES IN DIAMETER WITH A PENCIL MARK
 HQ0933'FOR CENTER.  ON SUMMIT OF FLAG WOODED HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8825 ***********************************************************************
 AI8825  DESIGNATION -  GABB ECC REF DIMPLE
 AI8825  PID         -  AI8825
 AI8825  STATE/COUNTY-  NV/NYE
 AI8825  USGS QUAD   -  DOWNEYVILLE (1988)
 AI8825
 AI8825                         *CURRENT SURVEY CONTROL
 AI8825  ___________________________________________________________________
 AI8825* NAD 83(CORS)-  38 58 13.18030(N)    117 54 58.95759(W)     ADJUSTED  
 AI8825* NAVD 88     -                                                        
 AI8825  ___________________________________________________________________
 AI8825  EPOCH DATE  -        2002.00
 AI8825  X           -  -2,325,277.293 (meters)                     COMP
 AI8825  Y           -  -4,388,650.738 (meters)                     COMP
 AI8825  Z           -   3,990,731.898 (meters)                     COMP
 AI8825  LAPLACE CORR-           7.55  (seconds)                    DEFLEC99
 AI8825  ELLIP HEIGHT-        1550.88  (meters)          (03/??/02) GPS OBS
 AI8825  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AI8825
 AI8825  HORZ ORDER  -  A
 AI8825  ELLP ORDER  -  FOURTH    CLASS I
 AI8825
 AI8825.ITRF positions are available for this station.
 AI8825.The horizontal coordinates were established by GPS observations
 AI8825.and adjusted by the National Geodetic Survey in March 2002..
 AI8825.The horizontal coordinates are valid at the epoch date displayed above.
 AI8825.The epoch date for horizontal control is a decimal equivalence
 AI8825.of Year/Month/Day.
 AI8825
 AI8825
 AI8825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8825
 AI8825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8825
 AI8825.The ellipsoidal height was determined by GPS observations
 AI8825.and is referenced to NAD 83.
 AI8825
 AI8825.The geoid height was determined by GEOID03.
 AI8825
 AI8825;                    North         East     Units Scale Factor Converg.
 AI8825;SPC NV C     - 6,469,047.599   391,705.893   MT  1.00004436   -0 47 09.7
 AI8825;SPC NV C     -21,223,867.00  1,285,121.75   sFT  1.00004436   -0 47 09.7
 AI8825;UTM  11      - 4,313,883.117   420,615.453   MT  0.99967760   -0 34 34.9
 AI8825
 AI8825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8825!SPC NV C     -   0.99975673  x   1.00004436  =   0.99980108
 AI8825!UTM  11      -   0.99975673  x   0.99967760  =   0.99943441
 AI8825
 AI8825                          SUPERSEDED SURVEY CONTROL
 AI8825
 AI8825  NAD 83(CORS)-  38 58 13.18056(N)    117 54 58.95746(W) AD(1997.00) A
 AI8825  ELLIP H (12/??/00) 1550.89   (m)                       GP(1997.00) 4 1
 AI8825
 AI8825.Superseded values are not recommended for survey control.
 AI8825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8825.See file dsdata.txt to determine how the superseded data were derived.
 AI8825
 AI8825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD2061513883(NAD 83)
 AI8825_STAMPING: NONE
 AI8825'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'GABB'
 AI8825'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AI8825'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8825'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8825'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8825'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AI8825'
 AI8825' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0620 ***********************************************************************
 JQ0620  DESIGNATION -  GABBS
 JQ0620  PID         -  JQ0620
 JQ0620  STATE/COUNTY-  NV/NYE
 JQ0620  USGS QUAD   -  PARADISE PEAK (1988)
 JQ0620
 JQ0620                         *CURRENT SURVEY CONTROL
 JQ0620  ___________________________________________________________________
 JQ0620* NAD 83(1994)-  38 51 33.11103(N)    117 51 15.41435(W)     ADJUSTED  
 JQ0620* NAVD 88     -      2344.2    (meters)    7691.     (feet)  VERTCON   
 JQ0620  ___________________________________________________________________
 JQ0620  LAPLACE CORR-          10.92  (seconds)                    DEFLEC99
 JQ0620  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 JQ0620
 JQ0620  HORZ ORDER  -  THIRD
 JQ0620
 JQ0620.The horizontal coordinates were established by classical geodetic methods
 JQ0620.and adjusted by the National Geodetic Survey in June 1998..
 JQ0620
 JQ0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0620
 JQ0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0620
 JQ0620.The geoid height was determined by GEOID03.
 JQ0620
 JQ0620;                    North         East     Units Scale Factor Converg.
 JQ0620;SPC NV C     - 6,456,639.266   396,926.307   MT  1.00003078   -0 44 42.7
 JQ0620;SPC NV C     -21,183,157.33  1,302,249.06   sFT  1.00003078   -0 44 42.7
 JQ0620;UTM  11      - 4,301,498.471   425,879.265   MT  0.99966765   -0 32 09.6
 JQ0620
 JQ0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0620!SPC NV C     -   0.99963602  x   1.00003078  =   0.99966679
 JQ0620!UTM  11      -   0.99963602  x   0.99966765  =   0.99930379
 JQ0620
 JQ0620                          SUPERSEDED SURVEY CONTROL
 JQ0620
 JQ0620  NAD 83(1992)-  38 51 33.12407(N)    117 51 15.41862(W) AD(       ) 3
 JQ0620  NAD 83(1990)-  38 51 33.12354(N)    117 51 15.41762(W) AD(       ) 3
 JQ0620  NGVD 29 (03/27/92) 2343.0    (m)         7687.     (f) VERT ANG       
 JQ0620
 JQ0620.Superseded values are not recommended for survey control.
 JQ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0620.See file dsdata.txt to determine how the superseded data were derived.
 JQ0620
 JQ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD2587901498(NAD 83)
 JQ0620_MARKER: DS = TRIANGULATION STATION DISK
 JQ0620_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0620_SP_SET: SET IN A ROCK LEDGE
 JQ0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0620+STABILITY: POSITION/ELEVATION WELL
 JQ0620
 JQ0620  HISTORY     - Date     Condition        Report By
 JQ0620  HISTORY     - 1944     MONUMENTED       USGS
 JQ0620
 JQ0620                          STATION DESCRIPTION
 JQ0620
 JQ0620'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 JQ0620'LOCATED ABOUT 3.5 MI. DUE E. OF GABBS POST OFFICE, ON TOP OF PROMINENT
 JQ0620'SPUR RIDGE RUNNING W. FROM PARADISE RANGE, BETWEEN PARADISE PEAK
 JQ0620'AND SHERMAN PEAK.
 JQ0620'
 JQ0620'TO REACH FROM GABBS POST OFFICE, DRIVE E. AND CROSS STATE HWY. 23,
 JQ0620'CONTINUE E. ABOUT 1 MI. AND TAKE RIGHT FORK PASSING DORMITORIES,
 JQ0620'OFFICE AND BOARDING HOUSE OF BASIC REFRACTORIES INC., CONTINUE E.
 JQ0620'ALONG SOUTH BANK OF BRUCITE CANYON TO END OF RD., ABOUT 0.4 MI. FROM
 JQ0620'OFFICE BUILDING, LEAVE TRUCK AND CONTINUE ON FOOT UP BOTTOM OF CANYON
 JQ0620'FOR ABOUT 5 MINUTES WALK AND TAKE LEFT FORK, WALK ABOUT 3 MI. TO
 JQ0620'POINT WHERE GROUND CHANGES FROM LIGHT TO DARK COLOR AND LARGE
 JQ0620'PROSPECT HOLE ON NORTH SIDE OF CANYON, CONTINUE ABOUT 150 YARDS UP
 JQ0620'BOTTOM TO MOUTH OF SECOND DRAW ENTERING FROM N. (YELLOW COLORED
 JQ0620'LEDGE AND CAVES S. OF MAIN DRAW), TURN LEFT UP THIS DRAW TO SADDLE
 JQ0620'ON CREST OF RIDGE, TURN RIGHT AND FOLLOW RIDGE TO STATION.
 JQ0620'
 JQ0620'STATION MARK--STANDARD TABLET CEMENTED IN ROCK LEDGE ON HIGHEST
 JQ0620'PART OF SUMMIT.
 JQ0620'
 JQ0620'RM NO. 1--STANDARD TABLET, 49.5 FT. FROM STATION MARK IN BEARING
 JQ0620'S 12 DEGREES 36 MINUTES E.
 JQ0620'
 JQ0620'RM NO. 2--DRILL HOLE IN ROCK, 14.6 FT. FROM STATION MARK IN BEARING
 JQ0620'N 95 DEGREES 35 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8823 ***********************************************************************
 AI8823  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI8823  DESIGNATION -  GABBS CORS ARP
 AI8823  CORS_ID     -  GABB
 AI8823  PID         -  AI8823
 AI8823  STATE/COUNTY-  NV/NYE
 AI8823  USGS QUAD   -  DOWNEYVILLE (1988)
 AI8823
 AI8823                         *CURRENT SURVEY CONTROL
 AI8823  ___________________________________________________________________
 AI8823* NAD 83(CORS)-  38 58 13.18030(N)    117 54 58.95759(W)     ADJUSTED  
 AI8823* NAVD 88     -                                                        
 AI8823  ___________________________________________________________________
 AI8823  EPOCH DATE  -        2002.00
 AI8823  X           -  -2,325,277.336 (meters)                     COMP
 AI8823  Y           -  -4,388,650.820 (meters)                     COMP
 AI8823  Z           -   3,990,731.973 (meters)                     COMP
 AI8823  ELLIP HEIGHT-        1551.00  (meters)          (03/??/02) GPS OBS
 AI8823  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AI8823
 AI8823  HORZ ORDER  -  SPECIAL (CORS)
 AI8823  ELLP ORDER  -  SPECIAL (CORS)
 AI8823
 AI8823.ITRF positions are available for this station.
 AI8823.The coordinates were established by GPS observations
 AI8823.and adjusted by the National Geodetic Survey in March 2002..
 AI8823.The coordinates are valid at the epoch date displayed above.
 AI8823.The epoch date for horizontal control is a decimal equivalence
 AI8823.of Year/Month/Day.
 AI8823
 AI8823
 AI8823.The PID for the CORS L1 Phase Center is AI8824.
 AI8823
 AI8823.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI8823
 AI8823.The ellipsoidal height was determined by GPS observations
 AI8823.and is referenced to NAD 83.
 AI8823
 AI8823.The geoid height was determined by GEOID03.
 AI8823
 AI8823;                    North         East     Units Scale Factor Converg.
 AI8823;SPC NV C     - 6,469,047.599   391,705.893   MT  1.00004436   -0 47 09.7
 AI8823;SPC NV C     -21,223,867.00  1,285,121.75   sFT  1.00004436   -0 47 09.7
 AI8823
 AI8823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8823!SPC NV C     -   0.99975671  x   1.00004436  =   0.99980106
 AI8823
 AI8823                          SUPERSEDED SURVEY CONTROL
 AI8823
 AI8823  NAD 83(CORS)-  38 58 13.18056(N)    117 54 58.95746(W) AD(1997.00) c
 AI8823  ELLIP H (12/??/00) 1551.01   (m)                       GP(1997.00) c c
 AI8823
 AI8823.Superseded values are not recommended for survey control.
 AI8823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8823.See file dsdata.txt to determine how the superseded data were derived.
 AI8823
 AI8823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD2061513883(NAD 83)
 AI8823_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI8823
 AI8823                          STATION DESCRIPTION
 AI8823
 AI8823'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI8823'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI8823'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8823'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8823'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8823'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8824 ***********************************************************************
 AI8824  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI8824  DESIGNATION -  GABBS CORS L1 PHASE CENTER
 AI8824  CORS_ID     -  GABB
 AI8824  PID         -  AI8824
 AI8824  STATE/COUNTY-  NV/NYE
 AI8824  USGS QUAD   -  DOWNEYVILLE (1988)
 AI8824
 AI8824                         *CURRENT SURVEY CONTROL
 AI8824  ___________________________________________________________________
 AI8824* NAD 83(CORS)-  38 58 13.18034(N)    117 54 58.95757(W)     ADJUSTED  
 AI8824* NAVD 88     -                                                        
 AI8824  ___________________________________________________________________
 AI8824  EPOCH DATE  -        2002.00
 AI8824  X           -  -2,325,277.376 (meters)                     COMP
 AI8824  Y           -  -4,388,650.895 (meters)                     COMP
 AI8824  Z           -   3,990,732.044 (meters)                     COMP
 AI8824  ELLIP HEIGHT-        1551.11  (meters)          (03/??/02) GPS OBS
 AI8824  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AI8824
 AI8824  HORZ ORDER  -  SPECIAL (CORS)
 AI8824  ELLP ORDER  -  SPECIAL (CORS)
 AI8824
 AI8824.ITRF positions are available for this station.
 AI8824.The coordinates were established by GPS observations
 AI8824.and adjusted by the National Geodetic Survey in March 2002..
 AI8824.The coordinates are valid at the epoch date displayed above.
 AI8824.The epoch date for horizontal control is a decimal equivalence
 AI8824.of Year/Month/Day.
 AI8824
 AI8824
 AI8824.The PID for the CORS ARP is AI8823.
 AI8824
 AI8824.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI8824
 AI8824.The ellipsoidal height was determined by GPS observations
 AI8824.and is referenced to NAD 83.
 AI8824
 AI8824.The geoid height was determined by GEOID03.
 AI8824
 AI8824;                    North         East     Units Scale Factor Converg.
 AI8824;SPC NV C     - 6,469,047.600   391,705.893   MT  1.00004436   -0 47 09.7
 AI8824;SPC NV C     -21,223,867.00  1,285,121.75   sFT  1.00004436   -0 47 09.7
 AI8824
 AI8824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8824!SPC NV C     -   0.99975669  x   1.00004436  =   0.99980104
 AI8824
 AI8824                          SUPERSEDED SURVEY CONTROL
 AI8824
 AI8824  NAD 83(CORS)-  38 58 13.18060(N)    117 54 58.95744(W) AD(1997.00) c
 AI8824  ELLIP H (12/??/00) 1551.12   (m)                       GP(1997.00) c c
 AI8824
 AI8824.Superseded values are not recommended for survey control.
 AI8824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8824.See file dsdata.txt to determine how the superseded data were derived.
 AI8824
 AI8824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD2061513883(NAD 83)
 AI8824_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI8824
 AI8824                          STATION DESCRIPTION
 AI8824
 AI8824'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI8824'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI8824'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8824'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8824'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8824'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0790 ***********************************************************************
 LR0790  DESIGNATION -  GAL
 LR0790  PID         -  LR0790
 LR0790  STATE/COUNTY-  NV/LANDER
 LR0790  USGS QUAD   -  GALENA CANYON (1984)
 LR0790
 LR0790                         *CURRENT SURVEY CONTROL
 LR0790  ___________________________________________________________________
 LR0790* NAD 83(1994)-  40 33 45.50106(N)    117 01 50.29904(W)     ADJUSTED  
 LR0790* NAVD 88     -      1474.054  (meters)    4836.13   (feet)  ADJUSTED  
 LR0790  ___________________________________________________________________
 LR0790  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 LR0790  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 LR0790  DYNAMIC HT  -        1472.844 (meters)    4832.16  (feet)  COMP
 LR0790  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 LR0790
 LR0790  HORZ ORDER  -  THIRD
 LR0790  VERT ORDER  -  FIRST     CLASS II
 LR0790
 LR0790.The horizontal coordinates were established by classical geodetic methods
 LR0790.and adjusted by the National Geodetic Survey in June 1998..
 LR0790
 LR0790.The orthometric height was determined by differential leveling
 LR0790.and adjusted by the National Geodetic Survey in June 1991..
 LR0790
 LR0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0790
 LR0790.The geoid height was determined by GEOID03.
 LR0790
 LR0790.The dynamic height is computed by dividing the NAVD 88
 LR0790.geopotential number by the normal gravity value computed on the
 LR0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0790.degrees latitude (g = 980.6199 gals.).
 LR0790
 LR0790.The modeled gravity was interpolated from observed gravity values.
 LR0790
 LR0790;                    North         East     Units Scale Factor Converg.
 LR0790;SPC NV C     - 6,645,145.327   469,178.677   MT  0.99991169   -0 14 12.1
 LR0790;SPC NV C     -21,801,614.29  1,539,297.04   sFT  0.99991169   -0 14 12.1
 LR0790;SPC NV W     - 4,646,240.359   931,485.328   MT  1.00011274   +1 00 35.4
 LR0790;SPC NV W     -15,243,540.24  3,056,048.11   sFT  1.00011274   +1 00 35.4
 LR0790;UTM  11      - 4,490,208.160   497,406.288   MT  0.99960008   -0 01 11.7
 LR0790
 LR0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0790!SPC NV C     -   0.99977205  x   0.99991169  =   0.99968376
 LR0790!SPC NV W     -   0.99977205  x   1.00011274  =   0.99988476
 LR0790!UTM  11      -   0.99977205  x   0.99960008  =   0.99937222
 LR0790
 LR0790:                Primary Azimuth Mark                     Grid Az
 LR0790:SPC NV C     -  GAL AZ MK                                042 27 08.2
 LR0790:SPC NV W     -  GAL AZ MK                                041 12 20.7
 LR0790:UTM  11      -  GAL AZ MK                                042 14 07.8
 LR0790
 LR0790|---------------------------------------------------------------------|
 LR0790| PID    Reference Object                     Distance      Geod. Az  |
 LR0790|                                                           dddmmss.s |
 LR0790| DB7316 GAL AZ MK                                          0421256.1 |
 LR0790| DB7317 GAL RM 1                             12.120 METERS 12127     |
 LR0790| DB7318 GAL RM 2                             11.233 METERS 21348     |
 LR0790|---------------------------------------------------------------------|
 LR0790
 LR0790                          SUPERSEDED SURVEY CONTROL
 LR0790
 LR0790  NAD 83(1986)-  40 33 45.50348(N)    117 01 50.29286(W) AD(       ) 3
 LR0790  NAD 27      -  40 33 45.82160(N)    117 01 46.92360(W) AD(       ) 3
 LR0790  NGVD 29 (07/19/86) 1472.7    (m)         4832.     (f) VERT ANG       
 LR0790
 LR0790.Superseded values are not recommended for survey control.
 LR0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0790.See file dsdata.txt to determine how the superseded data were derived.
 LR0790
 LR0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME9740690208(NAD 83)
 LR0790_MARKER: DS = TRIANGULATION STATION DISK
 LR0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0790_SP_SET: CONCRETE POST
 LR0790_STAMPING: GAL 1958
 LR0790_MARK LOGO: CGS   
 LR0790_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0790+STABILITY: SURFACE MOTION
 LR0790
 LR0790  HISTORY     - Date     Condition        Report By
 LR0790  HISTORY     - 1958     MONUMENTED       CGS
 LR0790  HISTORY     - 1985     GOOD             NGS
 LR0790
 LR0790                          STATION DESCRIPTION
 LR0790
 LR0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0790'THE STATION IS LOCATED AIRLINE ABOUT 7-1/2 MILES SOUTH OF
 LR0790'BATTLE MOUNTAIN AND ALONG THE WEST SIDE OF STATE HIGHWAY 8A.
 LR0790'
 LR0790'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 LR0790'STATE HIGHWAY 8A IN BATTLE MOUNTAIN GO SOUTH ON STATE HIGHWAY
 LR0790'8A FOR 7.1 MILES TO THE AZIMUTH MARK ON THE RIGHT SIDE OF
 LR0790'THE ROAD.  CONTINUE SOUTH ON HIGHWAY FOR 0.3 MILE TO THE
 LR0790'STATION.
 LR0790'
 LR0790'THE STATION MARK IS A STANDARD DISK STAMPED GAL 1958 SET IN
 LR0790'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LR0790'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 135 FEET WEST OF THE
 LR0790'CENTERLINE OF THE HIGHWAY AND 8 FEET SOUTH-SOUTHEAST OF A
 LR0790'WHITE WITNESS POST.
 LR0790'
 LR0790'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GAL NO 1
 LR0790'1958 SET IN A DRILL HOLE IN A BOULDER 24 INCHES IN DIAMETER
 LR0790'THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 LR0790'THE SAME ELEVATION AS THE STATION.
 LR0790'
 LR0790'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GAL NO 2
 LR0790'1958 SET IN A DRILL HOLE IN A BOULDER 12 INCHES IN DIAMETER
 LR0790'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 LR0790'THE SAME ELEVATION AS THE STATION.
 LR0790'
 LR0790'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GAL 1958 SET IN
 LR0790'A DRILL HOLE IN A BOULDER 36 INCHES IN DIAMETER THAT PROJECTS
 LR0790'ABOUT 12 INCHES ABOVE THE GROUND.  IT IS LOCATED 57 FEET WEST
 LR0790'OF THE CENTERLINE OF STATE HIGHWAY 8A AND 52 FEET NORTHWEST
 LR0790'OF A CULVERT.
 LR0790
 LR0790                          STATION RECOVERY (1985)
 LR0790
 LR0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LR0790'11.3 KM (7.0 MI) SOUTH FROM BATTLE MTN.
 LR0790'11.31 KM (7.03 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0790'AT BATTLE MTN, ON A SLIGHT SLOPE BETWEEN TWO DRY WASHES, 0.13 KM
 LR0790'(0.08 MI) SOUTH OF MILEPOST 111, 0.56 KM (0.35 MI) SOUTHWEST OF THE T
 LR0790'JUNCTION OF A DIRT ROAD LEADING WEST TO A GRAVEL PIT, 69.5 METERS
 LR0790'(228 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 103.6 METERS (340 FT)
 LR0790'NORTH OF THE NORTHWEST END OF A 24-INCH PIPE CULVERT, 90.8 METERS
 LR0790'(298 FT) EAST OF THE NORTHWEST END OF A 24-INCH PIPE CULVERT AND
 LR0790'11.2 METERS (36.9 FT) NORTH OF RM 2.
 LR0790'THE MARK IS 3.0 METERS  NNE FROM A WITNESS POST.
 LR0790'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0812 ***********************************************************************
 LR0812  DESIGNATION -  GALE
 LR0812  PID         -  LR0812
 LR0812  STATE/COUNTY-  NV/HUMBOLDT
 LR0812  USGS QUAD   -  SNOW GULCH (1984)
 LR0812
 LR0812                         *CURRENT SURVEY CONTROL
 LR0812  ___________________________________________________________________
 LR0812* NAD 83(1994)-  40 40 46.27042(N)    117 04 20.15204(W)     ADJUSTED  
 LR0812* NAVD 88     -      1651.3    (meters)    5418.     (feet)  VERTCON   
 LR0812  ___________________________________________________________________
 LR0812  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 LR0812  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 LR0812
 LR0812  HORZ ORDER  -  SECOND
 LR0812
 LR0812.The horizontal coordinates were established by classical geodetic methods
 LR0812.and adjusted by the National Geodetic Survey in June 1998..
 LR0812
 LR0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0812
 LR0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0812
 LR0812.The geoid height was determined by GEOID03.
 LR0812
 LR0812;                    North         East     Units Scale Factor Converg.
 LR0812;SPC NV W     - 4,659,157.623   927,737.340   MT  1.00010078   +0 59 06.3
 LR0812;SPC NV W     -15,285,919.63  3,043,751.59   sFT  1.00010078   +0 59 06.3
 LR0812;SPC NV C     - 6,658,138.641   465,713.586   MT  0.99991446   -0 15 51.8
 LR0812;SPC NV C     -21,844,243.19  1,527,928.66   sFT  0.99991446   -0 15 51.8
 LR0812;UTM  11      - 4,503,184.195   493,893.106   MT  0.99960046   -0 02 49.6
 LR0812
 LR0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0812!SPC NV W     -   0.99974422  x   1.00010078  =   0.99984497
 LR0812!SPC NV C     -   0.99974422  x   0.99991446  =   0.99965870
 LR0812!UTM  11      -   0.99974422  x   0.99960046  =   0.99934478
 LR0812
 LR0812|---------------------------------------------------------------------|
 LR0812| PID    Reference Object                     Distance      Geod. Az  |
 LR0812|                                                           dddmmss.s |
 LR0812| DB7319 GALE RM 1                            11.401 METERS 04325     |
 LR0812| DB7320 GALE RM 2                            14.947 METERS 24522     |
 LR0812| LR0809 LENA                                APPROX. 4.0 KM 3222014.8 |
 LR0812|---------------------------------------------------------------------|
 LR0812
 LR0812                          SUPERSEDED SURVEY CONTROL
 LR0812
 LR0812  NAD 83(1986)-  40 40 46.27509(N)    117 04 20.14851(W) AD(       ) 2
 LR0812  NAD 27      -  40 40 46.60160(N)    117 04 16.76930(W) AD(       ) 2
 LR0812  NGVD 29 (07/19/86) 1650.2    (m)         5414.     (f) VERT ANG       
 LR0812
 LR0812.Superseded values are not recommended for survey control.
 LR0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0812.See file dsdata.txt to determine how the superseded data were derived.
 LR0812
 LR0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF9389303184(NAD 83)
 LR0812_MARKER: DS = TRIANGULATION STATION DISK
 LR0812_SETTING: 66 = SET IN ROCK OUTCROP
 LR0812_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 LR0812
 LR0812  HISTORY     - Date     Condition        Report By
 LR0812  HISTORY     - 1958     MONUMENTED       CGS
 LR0812
 LR0812                          STATION DESCRIPTION
 LR0812
 LR0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0812'THE STATION IS ABOUT 7 MILES WEST-NORTHWEST OF BATTLE MOUNTAIN,
 LR0812'3 MILES SOUTHWEST OF U.S. HIGHWAY 40, 3/4 MILE SOUTHEAST OF A
 LR0812'LOW BALD HILL WHICH HAS HAD CONSIDERABLE MINE DIGGINGS ON TOP,
 LR0812'AND ON THE SUMMIT OF A ROCK AND SAGE-COVERED HILL.  THERE IS
 LR0812'A HIGHER HILL JUST SOUTHWEST OF THE STATION SITE AND ALONG THE
 LR0812'SAME RIDGE.
 LR0812'
 LR0812'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 LR0812'8-A IN BATTLE MOUNTAIN, GO NORTHWEST ON U.S. HIGHWAY 40 FOR
 LR0812'5.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHWEST FOR
 LR0812'3.1 MILES TO A FORK.  TAKE LEFT FORK, SOUTHERLY, FOR 0.45
 LR0812'MILE TO A POINT WHERE YOU LEAVE THE ROAD.  TURN RIGHT UP
 LR0812'RIDGE, WESTERLY, FOR 0.4 MILE TO TOP OF FIRST HILL.  BEAR LEFT,
 LR0812'SOUTHERLY, ACROSS SADDLE FOR 0.15 MILE TO THE SUMMIT OF THE
 LR0812'NEXT HILL AND STATION.  A 4-WHEEL DRIVE VEHICLE REQUIRED.
 LR0812'
 LR0812'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 LR0812'IN DRILL HOLES IN OUTCROP.  THE STATION MARK IS STAMPED GALE
 LR0812'1958 WITH THE REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2
 LR0812'RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0667 ***********************************************************************
 LS0667  DESIGNATION -  GALE
 LS0667  PID         -  LS0667
 LS0667  STATE/COUNTY-  NV/PERSHING
 LS0667  USGS QUAD   -  SAGE HEN SPRING (1981)
 LS0667
 LS0667                         *CURRENT SURVEY CONTROL
 LS0667  ___________________________________________________________________
 LS0667* NAD 83(1994)-  40 00 13.49747(N)    119 13 56.55524(W)     ADJUSTED  
 LS0667* NAVD 88     -      1987.8    (meters)    6522.     (feet)  VERTCON   
 LS0667  ___________________________________________________________________
 LS0667  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 LS0667  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 LS0667
 LS0667  HORZ ORDER  -  THIRD
 LS0667
 LS0667.The horizontal coordinates were established by classical geodetic methods
 LS0667.and adjusted by the National Geodetic Survey in June 1998..
 LS0667
 LS0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0667
 LS0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0667
 LS0667.The geoid height was determined by GEOID03.
 LS0667
 LS0667;                    North         East     Units Scale Factor Converg.
 LS0667;SPC NV W     - 4,583,230.469   744,584.070   MT  0.99993779   -0 25 02.1
 LS0667;SPC NV W     -15,036,815.30  2,442,856.24   sFT  0.99993779   -0 25 02.1
 LS0667;UTM  11      - 4,430,560.354   309,446.971   MT  1.00004702   -1 26 07.8
 LS0667
 LS0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0667!SPC NV W     -   0.99969192  x   0.99993779  =   0.99962973
 LS0667!UTM  11      -   0.99969192  x   1.00004702  =   0.99973893
 LS0667
 LS0667|---------------------------------------------------------------------|
 LS0667| PID    Reference Object                     Distance      Geod. Az  |
 LS0667|                                                           dddmmss.s |
 LS0667| CS7102 GALE RM 1                             2.533 METERS 19953     |
 LS0667| CS7103 GALE RM 2                            10.509 METERS 25118     |
 LS0667|---------------------------------------------------------------------|
 LS0667
 LS0667                          SUPERSEDED SURVEY CONTROL
 LS0667
 LS0667  NAD 83(1992)-  40 00 13.50569(N)    119 13 56.55479(W) AD(       ) 3
 LS0667  NAD 83(1986)-  40 00 13.50752(N)    119 13 56.54895(W) AD(       ) 3
 LS0667  NGVD 29 (10/14/92) 1986.7    (m)         6518.     (f) VERT ANG       
 LS0667
 LS0667.Superseded values are not recommended for survey control.
 LS0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0667.See file dsdata.txt to determine how the superseded data were derived.
 LS0667
 LS0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE0944730560(NAD 83)
 LS0667_MARKER: DS = TRIANGULATION STATION DISK
 LS0667_SETTING: 66 = SET IN ROCK OUTCROP
 LS0667_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LS0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LS0667+STABILITY: POSITION/ELEVATION WELL
 LS0667
 LS0667  HISTORY     - Date     Condition        Report By
 LS0667  HISTORY     - 1956     MONUMENTED       USGS
 LS0667  HISTORY     - 1963     GOOD             USGS
 LS0667
 LS0667                          STATION DESCRIPTION
 LS0667
 LS0667'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 LS0667'LOCATED ABOUT 12 MI N. AND 7 MI E. OF NIXON, 0.5 MI S. OF
 LS0667'NIGHTINGALE MINE.  ON NORTH END OF NACHE PEAK RIDGE.
 LS0667'
 LS0667'TO REACH FROM NIXON TRADING POST 16 MI N. OF WADSWORTH, DRIVE 0.3
 LS0667'MI N. ON STATE HWY. 34.  TAKE RIGHT FORK (DIRT RD.) MAIN-TRAVELED
 LS0667'RD. 9.3 MI.  TAKE RIGHT FORK 7.9 MI.  TAKE LEFT FORK TO NIGHTINGALE
 LS0667'MINE AND CONTINUE 0.6 MI.  TAKE LEFT FORK 0.1 MI, TAKE LEFT FORK
 LS0667'0.2 MI, TAKE LEFT FORK 0.6 MI UP EAST SIDE OF HILL TO END OF RD.
 LS0667'CLIMB RIDGE TO HIGHEST POINT AT NORTH END.  ABOUT A 20-MINUTE
 LS0667'PACK.
 LS0667'
 LS0667'STATION MARK--STANDARD TABLET STAMPED---GALE 1956---, IN DRILL HOLE
 LS0667'IN ROCK OUTCROP.
 LS0667'
 LS0667'RM 1--COPPER NAIL AND WASHER CEMENTED IN ROCK.
 LS0667'
 LS0667'RM 2--COPPER NAIL AND WASHER CEMENTED IN ROCK.
 LS0667
 LS0667                          STATION RECOVERY (1963)
 LS0667
 LS0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LS0667'RECOVERED AS DESCRIBED BY USGS IN 1956.  ALL MARKS IN GOOD
 LS0667'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1302 ***********************************************************************
 JR1302  DESIGNATION -  GALENA SADDLE 2
 JR1302  PID         -  JR1302
 JR1302  STATE/COUNTY-  NV/DOUGLAS
 JR1302  USGS QUAD   -  MT SIEGEL (1986)
 JR1302
 JR1302                         *CURRENT SURVEY CONTROL
 JR1302  ___________________________________________________________________
 JR1302* NAD 83(1994)-  38 53 22.50777(N)    119 30 07.86598(W)     ADJUSTED  
 JR1302* NAVD 88     -      2882.1    (meters)    9456.     (feet)  VERTCON   
 JR1302  ___________________________________________________________________
 JR1302  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 JR1302  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 JR1302
 JR1302  HORZ ORDER  -  THIRD
 JR1302
 JR1302.The horizontal coordinates were established by classical geodetic methods
 JR1302.and adjusted by the National Geodetic Survey in June 1998..
 JR1302
 JR1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1302
 JR1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1302
 JR1302.The geoid height was determined by GEOID03.
 JR1302
 JR1302;                    North         East     Units Scale Factor Converg.
 JR1302;SPC NV W     - 4,459,743.423   720,286.864   MT  0.99997822   -0 34 36.9
 JR1302;SPC NV W     -14,631,674.88  2,363,141.15   sFT  0.99997822   -0 34 36.9
 JR1302;UTM  11      - 4,307,500.041   282,980.314   MT  1.00017998   -1 34 17.5
 JR1302
 JR1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1302!SPC NV W     -   0.99955185  x   0.99997822  =   0.99953008
 JR1302!UTM  11      -   0.99955185  x   1.00017998  =   0.99973174
 JR1302
 JR1302|---------------------------------------------------------------------|
 JR1302| PID    Reference Object                     Distance      Geod. Az  |
 JR1302|                                                           dddmmss.s |
 JR1302| CS8835 GALENA SADDLE 2 CAIRN                 7.858 METERS 35400     |
 JR1302|---------------------------------------------------------------------|
 JR1302
 JR1302                          SUPERSEDED SURVEY CONTROL
 JR1302
 JR1302  NAD 83(1992)-  38 53 22.50660(N)    119 30 07.84908(W) AD(       ) 3
 JR1302  NGVD 29 (03/15/94) 2880.7    (m)         9451.     (f) VERT ANG       
 JR1302
 JR1302.Superseded values are not recommended for survey control.
 JR1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1302.See file dsdata.txt to determine how the superseded data were derived.
 JR1302
 JR1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8298007500(NAD 83)
 JR1302_MARKER: DS = TRIANGULATION STATION DISK
 JR1302_SETTING: 80 = SET IN A BOULDER
 JR1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR1302+STABILITY: SURFACE MOTION
 JR1302
 JR1302  HISTORY     - Date     Condition        Report By
 JR1302  HISTORY     - 1955     MONUMENTED       USGS
 JR1302  HISTORY     - 1968     GOOD             USGS
 JR1302
 JR1302                          STATION DESCRIPTION
 JR1302
 JR1302'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JR1302'LOCATED ABOUT 14 MI SW. OF YERINGTON, 13 MI ESE. OF GARDNERVILLE.
 JR1302'ON HIGHEST POINT OF AREA KNOWN AS GALENA SADDLE.  THERE ARE TWO
 JR1302'POINTS N. AND S. ABOUT SAME ELEVATION.
 JR1302'
 JR1302'TO REACH FROM GARDNERVILLE POST OFFICE, DRIVE 2.6 MI S. ON U.S.
 JR1302'HWY. 395 TO T-RD. E. (PINE NUT RD.).  TURN LEFT 1.1 MI TO Y-RD.
 JR1302'TURN RIGHT FOLLOWING BLACKTOP RD. 0.8 MI TO T-RD. E.  TURN LEFT
 JR1302'FOLLOWING MAIN RD. (GRAVEL) 4.5 MI TO Y-RD.  TAKE RIGHT RD. 1.4
 JR1302'MI TO Y-RD.  TAKE LEFT RD. 0.8 MI TO Y-RD.  TAKE RIGHT RD. 0.3 MI
 JR1302'TO Y-RD.  WITH 4-WHEEL DRIVE TAKE LEFT RD. 3.4 MI TO T-RD. W.,
 JR1302'CONTINUE STRAIGHT AHEAD 1.2 MI S. TO SADDLE, CONTINUE ON RD. N.
 JR1302'TO POINT OF RIDGE THEN DOWNHILL STAYING E. OF MOUNTAIN RANGE 1.8
 JR1302'MI TO LOG CABIN, CONTINUE ON RD. N. AND DOWNHILL 0.5 MI TO T-RD.
 JR1302'W.  TURN LEFT UPHILL 0.9 MI TO SADDLE AND END OF RD.  PACK NE. TO
 JR1302'TOP AND STATION.  ABOUT A 20-MINUTE PACK.
 JR1302'
 JR1302'STATION MARK--STANDARD TABLET STAMPED---GALENA SADDLE 2 1955---, IN
 JR1302'BOULDER PROJECTING 4 INCHES.
 JR1302
 JR1302                          STATION RECOVERY (1968)
 JR1302
 JR1302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JR1302'RECOVERED AS DESCRIBED BY USGS.  OCCUPIED FOR HORIZONTAL SCALING
 JR1302'CONTROL ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1994 ***********************************************************************
 GR1994  DESIGNATION -  GAM
 GR1994  PID         -  GR1994
 GR1994  STATE/COUNTY-  NV/LINCOLN
 GR1994  USGS QUAD   -  AYSEES PEAK (1973)
 GR1994
 GR1994                         *CURRENT SURVEY CONTROL
 GR1994  ___________________________________________________________________
 GR1994* NAD 83(1994)-  36 58 41.59577(N)    115 48 08.33042(W)     ADJUSTED  
 GR1994* NAVD 88     -      1784.7    (meters)    5855.     (feet)  VERTCON   
 GR1994  ___________________________________________________________________
 GR1994  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 GR1994  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 GR1994
 GR1994  HORZ ORDER  -  THIRD
 GR1994
 GR1994.The horizontal coordinates were established by classical geodetic methods
 GR1994.and adjusted by the National Geodetic Survey in June 1998..
 GR1994
 GR1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1994
 GR1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1994
 GR1994.The geoid height was determined by GEOID03.
 GR1994
 GR1994;                    North         East     Units Scale Factor Converg.
 GR1994;SPC NV E     - 8,247,233.359   180,504.543   MT  0.99990468   -0 07 54.2
 GR1994;SPC NV E     -27,057,798.11    592,205.32   sFT  0.99990468   -0 07 54.2
 GR1994;UTM  11      - 4,093,126.588   606,597.942   MT  0.99973998   +0 43 13.8
 GR1994
 GR1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1994!SPC NV E     -   0.99972412  x   0.99990468  =   0.99962883
 GR1994!UTM  11      -   0.99972412  x   0.99973998  =   0.99946417
 GR1994
 GR1994|---------------------------------------------------------------------|
 GR1994| PID    Reference Object                     Distance      Geod. Az  |
 GR1994|                                                           dddmmss.s |
 GR1994| CS8896 GAM RM 1                              6.892 METERS 06117     |
 GR1994| CS8897 GAM RM 2                              9.239 METERS 19732     |
 GR1994|---------------------------------------------------------------------|
 GR1994
 GR1994                          SUPERSEDED SURVEY CONTROL
 GR1994
 GR1994  NAD 83(1992)-  36 58 41.59705(N)    115 48 08.33582(W) AD(       ) 3
 GR1994  NGVD 29 (02/14/94) 1783.7    (m)         5852.     (f) VERT ANG       
 GR1994
 GR1994.Superseded values are not recommended for survey control.
 GR1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1994.See file dsdata.txt to determine how the superseded data were derived.
 GR1994
 GR1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA0659893127(NAD 83)
 GR1994_MARKER: DS = TRIANGULATION STATION DISK
 GR1994_SETTING: 66 = SET IN ROCK OUTCROP
 GR1994_SP_SET: SET IN BEDROCK
 GR1994_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1994+STABILITY: POSITION/ELEVATION WELL
 GR1994
 GR1994  HISTORY     - Date     Condition        Report By
 GR1994  HISTORY     - 1959     MONUMENTED       USGS
 GR1994  HISTORY     - 1973     GOOD             USGS
 GR1994
 GR1994                          STATION DESCRIPTION
 GR1994
 GR1994'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GR1994'LOCATED 25 MI NE. OF MERCURY, 13 MI E. OF YUCCA LAKE.  ON SHARP,
 GR1994'N.-S. RIDGE.
 GR1994'
 GR1994'REACHED BY HELICOPTER.
 GR1994'
 GR1994'STATION MARK--STANDARD TABLET STAMPED---GAM 1959---, CEMENTED IN
 GR1994'BEDROCK.
 GR1994'
 GR1994'RM 1--STANDARD RM TABLET STAMPED---NO 1 1959---, CEMENTED IN
 GR1994'BEDROCK.
 GR1994'
 GR1994'RM 2--STANDARD RM TABLET STAMPED---NO 2 1959---, CEMENTED IN
 GR1994'BEDROCK.
 GR1994
 GR1994                          STATION RECOVERY (1973)
 GR1994
 GR1994'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GR1994'RECOVERED AS DESCRIBED BY USGS IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1886 ***********************************************************************
 GR1886  DESIGNATION -  GAME
 GR1886  PID         -  GR1886
 GR1886  STATE/COUNTY-  NV/CLARK
 GR1886  USGS QUAD   -  APEX (1986)
 GR1886
 GR1886                         *CURRENT SURVEY CONTROL
 GR1886  ___________________________________________________________________
 GR1886* NAD 83(1994)-  36 20 01.44255(N)    114 58 29.39579(W)     ADJUSTED  
 GR1886* NAVD 88     -      1079.8    (meters)    3543.     (feet)  VERTCON   
 GR1886  ___________________________________________________________________
 GR1886  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 GR1886  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 GR1886
 GR1886  HORZ ORDER  -  SECOND
 GR1886
 GR1886.The horizontal coordinates were established by classical geodetic methods
 GR1886.and adjusted by the National Geodetic Survey in June 1998..
 GR1886
 GR1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1886
 GR1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1886
 GR1886.The geoid height was determined by GEOID03.
 GR1886
 GR1886;                    North         East     Units Scale Factor Converg.
 GR1886;SPC NV E     - 8,175,870.472   254,627.459   MT  0.99993676   +0 21 37.9
 GR1886;SPC NV E     -26,823,668.37    835,390.26   sFT  0.99993676   +0 21 37.9
 GR1886;UTM  11      - 4,022,869.165   681,762.804   MT  1.00000707   +1 12 00.8
 GR1886
 GR1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1886!SPC NV E     -   0.99983485  x   0.99993676  =   0.99977162
 GR1886!UTM  11      -   0.99983485  x   1.00000707  =   0.99984192
 GR1886
 GR1886:                Primary Azimuth Mark                     Grid Az
 GR1886:SPC NV E     -  BARK                                     020 42 25.9
 GR1886:UTM  11      -  BARK                                     019 52 03.0
 GR1886
 GR1886|---------------------------------------------------------------------|
 GR1886| PID    Reference Object                     Distance      Geod. Az  |
 GR1886|                                                           dddmmss.s |
 GR1886| GR1890 BARK                                APPROX. 4.3 KM 0210403.8 |
 GR1886| CC4827 GAME RM 2                             4.739 METERS 04111     |
 GR1886| CC4826 GAME RM 1                             4.343 METERS 13650     |
 GR1886|---------------------------------------------------------------------|
 GR1886
 GR1886                          SUPERSEDED SURVEY CONTROL
 GR1886
 GR1886  NAD 83(1994)-  36 20 01.44304(N)    114 58 29.39651(W) AD(       ) 2
 GR1886  NAD 83(1992)-  36 20 01.44531(N)    114 58 29.39870(W) AD(       ) 2
 GR1886  NAD 83(1992)-  36 20 01.44491(N)    114 58 29.39920(W) AD(       ) 2
 GR1886  NAD 83(1986)-  36 20 01.43362(N)    114 58 29.37936(W) AD(       ) 2
 GR1886  NAD 27      -  36 20 01.54500(N)    114 58 26.36500(W) AD(       ) 2
 GR1886  NGVD 29 (07/19/86) 1079.1    (m)         3540.     (f) VERT ANG       
 GR1886
 GR1886.Superseded values are not recommended for survey control.
 GR1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1886.See file dsdata.txt to determine how the superseded data were derived.
 GR1886
 GR1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8176322869(NAD 83)
 GR1886_MARKER: DS = TRIANGULATION STATION DISK
 GR1886_SETTING: 66 = SET IN ROCK OUTCROP
 GR1886
 GR1886  HISTORY     - Date     Condition        Report By
 GR1886  HISTORY     - 1957     MONUMENTED       CGS
 GR1886  HISTORY     - 1960     GOOD             CGS
 GR1886
 GR1886                          STATION DESCRIPTION
 GR1886
 GR1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1886'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF LAS VEGAS,
 GR1886'ABOUT 11 MILES SOUTHWEST OF DRY LAKE, AND ABOUT 2 MILES NORTHWEST
 GR1886'OF U.S. HIGHWAY 91.  IT IS ON THE SUMMIT OF A LARGE PROMINENT
 GR1886'HILL WHICH HAS A FLAT TOP WHICH SLOPES DOWNWARD ON THE EAST SIDE.
 GR1886'
 GR1886'TO REACH FROM DRY LAKE, GO SOUTHWEST ON U.S. HIGHWAY 91 FOR 7.8
 GR1886'MILES TO THE ENTRANCE ROAD TO THE U.S. LIME PRODUCTS CORPORATION
 GR1886'ON THE RIGHT.  TURN RIGHT (NORTHWEST) AND GO 0.3 MILE TO A SIDE
 GR1886'ROAD LEFT JUST PAST OFFICE BUILDING.  TURN LEFT (SOUTH) AND
 GR1886'GO 0.1 MILE TO A FORK.  TURN LEFT (SOUTHEAST) AND GO AROUND
 GR1886'SIDE OF HILL FOR 0.3 MILE TO A FORK.  KEEP LEFT (SOUTHWEST) AND
 GR1886'GO 0.1 MILE TO A GRAVEL SIDE ROAD RIGHT.  TURN RIGHT
 GR1886'(NORTHWEST) AND GO UP VALLEY FOR 1.0 MILE TO A FORK.  TURN LEFT
 GR1886'(SOUTHWEST) AND FOLLOW MAIN ROAD FOR 2.6 MILES TO A CROSS ROAD
 GR1886'AND POWER TRANSFORMERS.  TURN LEFT (SOUTH) AND FOLLOW ROAD
 GR1886'ALONG POWER LINE FOR 0.8 MILE TO A TRACK ROAD LEFT.  TURN
 GR1886'LEFT (SOUTHEAST) AND GO 0.3 MILE, THEN BEAR RIGHT (SOUTH)
 GR1886'INTO A CANYON AND GO ABOUT 0.2 MILE TO THE END OF TRUCK
 GR1886'TRAVEL.  A FOUR WHEEL DRIVE VEHICLE IS NEEDED FOR THIS
 GR1886'LAST 0.5 MILE.  FROM HERE, PACK SOUTH UP WASH TO CREST OF
 GR1886'RIDGE, THEN BEAR LEFT UP RIDGE TO HIGHEST POINT AND
 GR1886'STATION.  THE PACKING TIME IS ABOUT 1 HOUR.
 GR1886'
 GR1886'THE STATION MARK, STAMPED GAME 1957, IS A STANDARD BRONZE
 GR1886'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK WHICH PROJECTS
 GR1886'ABOUT 4 INCHES.
 GR1886'
 GR1886'REFERENCE MARK NO. 1, STAMPED GAME NO 1 1957, IS A STANDARD
 GR1886'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK WHICH
 GR1886'IS FLUSH WITH THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE
 GR1886'STATION.
 GR1886'
 GR1886'REFERENCE MARK NO. 2, STAMPED GAME NO 2 1957, IS A STANDARD
 GR1886'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK WHICH
 GR1886'IS FLUSH WITH THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE
 GR1886'STATION.
 GR1886
 GR1886                          STATION RECOVERY (1960)
 GR1886
 GR1886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (MKM)
 GR1886'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GR1886'
 GR1886'R.M. NO. 1 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GR1886'
 GR1886'R.M. NO. 2 RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1995 ***********************************************************************
 GR1995  DESIGNATION -  GAME
 GR1995  PID         -  GR1995
 GR1995  STATE/COUNTY-  NV/CLARK
 GR1995  USGS QUAD   -  MERCURY NE (1982)
 GR1995
 GR1995                         *CURRENT SURVEY CONTROL
 GR1995  ___________________________________________________________________
 GR1995* NAD 83(1994)-  36 37 44.75767(N)    115 51 52.63274(W)     ADJUSTED  
 GR1995* NAVD 88     -      1402.4    (meters)    4601.     (feet)  VERTCON   
 GR1995  ___________________________________________________________________
 GR1995  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 GR1995  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 GR1995
 GR1995  HORZ ORDER  -  THIRD
 GR1995
 GR1995.The horizontal coordinates were established by classical geodetic methods
 GR1995.and adjusted by the National Geodetic Survey in June 1998..
 GR1995
 GR1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1995
 GR1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1995
 GR1995.The geoid height was determined by GEOID03.
 GR1995
 GR1995;                    North         East     Units Scale Factor Converg.
 GR1995;SPC NV E     - 8,208,508.247   174,843.585   MT  0.99990779   -0 10 04.2
 GR1995;SPC NV E     -26,930,747.47    573,632.66   sFT  0.99990779   -0 10 04.2
 GR1995;UTM  11      - 4,054,328.574   601,512.117   MT  0.99972695   +0 40 38.9
 GR1995
 GR1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1995!SPC NV E     -   0.99978414  x   0.99990779  =   0.99969195
 GR1995!UTM  11      -   0.99978414  x   0.99972695  =   0.99951115
 GR1995
 GR1995|---------------------------------------------------------------------|
 GR1995| PID    Reference Object                     Distance      Geod. Az  |
 GR1995|                                                           dddmmss.s |
 GR1995| CS8898 GAME RM 1                             5.474 METERS 16236     |
 GR1995| CS8899 GAME RM 2                             5.877 METERS 30316     |
 GR1995|---------------------------------------------------------------------|
 GR1995
 GR1995                          SUPERSEDED SURVEY CONTROL
 GR1995
 GR1995  NAD 83(1992)-  36 37 44.77225(N)    115 51 52.64826(W) AD(       ) 3
 GR1995  NGVD 29 (02/14/94) 1401.5    (m)         4598.     (f) VERT ANG       
 GR1995
 GR1995.Superseded values are not recommended for survey control.
 GR1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1995.See file dsdata.txt to determine how the superseded data were derived.
 GR1995
 GR1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA0151254329(NAD 83)
 GR1995_MARKER: DS = TRIANGULATION STATION DISK
 GR1995_SETTING: 66 = SET IN ROCK OUTCROP
 GR1995_SP_SET: SET IN ROCK OUTCROP
 GR1995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1995+STABILITY: POSITION/ELEVATION WELL
 GR1995
 GR1995  HISTORY     - Date     Condition        Report By
 GR1995  HISTORY     - 1959     MONUMENTED       USGS
 GR1995
 GR1995                          STATION DESCRIPTION
 GR1995
 GR1995'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GR1995'LOCATED ABOUT 11.5 MI WNW. OF INDIAN SPRINGS, 6.5 MI ESE. OF
 GR1995'MERCURY, ABOUT 4 MI N. OF U.S. HWY. 95.  ON HIGHEST POINT OF LOW,
 GR1995'BLACK BUTTE.
 GR1995'
 GR1995'REACHED BY HELICOPTER.
 GR1995'
 GR1995'STATION MARK--STANDARD TABLET STAMPED---GAME 1959---, CEMENTED IN
 GR1995'ROCK OUTCROP.
 GR1995'
 GR1995'RM 1--STANDARD RM TABLET CEMENTED IN ROCK OUTCROP.
 GR1995'
 GR1995'RM 2--STANDARD RM TABLET CEMENTED IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0801 ***********************************************************************
 HQ0801  DESIGNATION -  GAP
 HQ0801  PID         -  HQ0801
 HQ0801  STATE/COUNTY-  NV/NYE
 HQ0801  USGS QUAD   -  SPRINGDALE NW (1986)
 HQ0801
 HQ0801                         *CURRENT SURVEY CONTROL
 HQ0801  ___________________________________________________________________
 HQ0801* NAD 83(1994)-  37 12 47.88645(N)    116 57 58.60828(W)     ADJUSTED  
 HQ0801* NAVD 88     -      1267.659  (meters)    4158.98   (feet)  ADJUSTED  
 HQ0801  ___________________________________________________________________
 HQ0801  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 HQ0801  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 HQ0801  DYNAMIC HT  -        1266.281 (meters)    4154.46  (feet)  COMP
 HQ0801  MODELED GRAV-     979,499.7   (mgal)                       NAVD 88
 HQ0801
 HQ0801  HORZ ORDER  -  SECOND
 HQ0801  VERT ORDER  -  FIRST     CLASS II
 HQ0801
 HQ0801.The horizontal coordinates were established by classical geodetic methods
 HQ0801.and adjusted by the National Geodetic Survey in June 1998..
 HQ0801
 HQ0801.The orthometric height was determined by differential leveling
 HQ0801.and adjusted by the National Geodetic Survey in June 1991..
 HQ0801
 HQ0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0801
 HQ0801.The geoid height was determined by GEOID03.
 HQ0801
 HQ0801.The dynamic height is computed by dividing the NAVD 88
 HQ0801.geopotential number by the normal gravity value computed on the
 HQ0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0801.degrees latitude (g = 980.6199 gals.).
 HQ0801
 HQ0801.The modeled gravity was interpolated from observed gravity values.
 HQ0801
 HQ0801;                    North         East     Units Scale Factor Converg.
 HQ0801;SPC NV C     - 6,273,339.519   473,408.217   MT  0.99990871   -0 10 52.3
 HQ0801;SPC NV C     -20,581,781.41  1,553,173.46   sFT  0.99990871   -0 10 52.3
 HQ0801;UTM  11      - 4,118,535.591   502,991.865   MT  0.99960011   +0 01 13.4
 HQ0801
 HQ0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0801!SPC NV C     -   0.99980536  x   0.99990871  =   0.99971408
 HQ0801!UTM  11      -   0.99980536  x   0.99960011  =   0.99940554
 HQ0801
 HQ0801|---------------------------------------------------------------------|
 HQ0801| PID    Reference Object                     Distance      Geod. Az  |
 HQ0801|                                                           dddmmss.s |
 HQ0801| DD5893 GAP RM 2                              7.047 METERS 12054     |
 HQ0801| DD5891 GAP AZ MK                                          1401430.9 |
 HQ0801| DD5892 GAP RM 1                              8.308 METERS 34735     |
 HQ0801|---------------------------------------------------------------------|
 HQ0801
 HQ0801                          SUPERSEDED SURVEY CONTROL
 HQ0801
 HQ0801  NAD 83(1992)-  37 12 47.87966(N)    116 57 58.61230(W) AD(       ) 2
 HQ0801  NAD 83(1986)-  37 12 47.87718(N)    116 57 58.61518(W) AD(       ) 2
 HQ0801  NAD 27      -  37 12 48.11600(N)    116 57 55.36900(W) AD(       ) 2
 HQ0801  NGVD 29 (05/01/91) 1266.653  (m)         4155.68   (f) ADJUSTED    1 2
 HQ0801
 HQ0801.Superseded values are not recommended for survey control.
 HQ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0801.See file dsdata.txt to determine how the superseded data were derived.
 HQ0801
 HQ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB0299218536(NAD 83)
 HQ0801_MARKER: DS = TRIANGULATION STATION DISK
 HQ0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0801_SP_SET: CONCRETE POST
 HQ0801_STAMPING: GAP 1949
 HQ0801_MARK LOGO: CGS   
 HQ0801_PROJECTION: PROJECTING 20 CENTIMETERS
 HQ0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0801+STABILITY: SURFACE MOTION
 HQ0801
 HQ0801  HISTORY     - Date     Condition        Report By
 HQ0801  HISTORY     - 1949     MONUMENTED       CGS
 HQ0801  HISTORY     - 1950     GOOD             CGS
 HQ0801  HISTORY     - 1970     GOOD             USAF
 HQ0801  HISTORY     - 1983     GOOD             NGS
 HQ0801
 HQ0801                          STATION DESCRIPTION
 HQ0801
 HQ0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 HQ0801'THIS STATION IS LOCATED ON THE SACROBATUS FLAT, ALONG THE
 HQ0801'EAST SIDE OF U.S. HIGHWAY NO. 95.  IT IS 25.7 MILES NORTH
 HQ0801'NORTHWEST FROM BEATTY, AND 5.5 MILES SOUTH SOUTHEAST OF THE
 HQ0801'SACROBATUS MAINTENANCE STATION OF THE NEVADA STATE HIGHWAY
 HQ0801'DEPARTMENT.  IT IS SET ON A LOW BANK, ON THE RIGHT SIDE OF THE
 HQ0801'HIGHWAY GOING TOWARD TONOPAH, 78 FEET NORTHEAST OF THE
 HQ0801'CENTERLINE OF U.S. HIGHWAY NO. 95, AND 14.5 FEET WEST OF A
 HQ0801'WITNESS POST.  IT IS A STANDARD DISK STAMPED GAP 1949 AND
 HQ0801'PROJECTS 4 INCHES.
 HQ0801'
 HQ0801'REFERENCE MARK NO. 1 IS 92 FEET NORTHEAST OF THE CENTERLINE
 HQ0801'OF THE HIGHWAY, 31 FEET NORTHWEST OF A WITNESS POST.  IT IS
 HQ0801'A STANDARD DISK STAMPED GAP NO 1 1949 AND PROJECTS 6 INCHES.
 HQ0801'
 HQ0801'REFERENCE MARK NO. 2 IS 85 FEET NORTHEAST OF THE CENTERLINE OF
 HQ0801'THE HIGHWAY, 16 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 HQ0801'STANDARD DISK STAMPED GAP NO 2 1949 AND PROJECTS 3 INCHES.
 HQ0801'
 HQ0801'AZIMUTH MARK IS 103 FEET NORTHEAST FROM THE CENTERLINE OF THE
 HQ0801'HIGHWAY, AND 5 FEET NORTHWEST OF A WITNESS POST.  IT IS A
 HQ0801'STANDARD DISK STAMPED GAP 1949 AND PROJECTS 4 INCHES.
 HQ0801'
 HQ0801'TO REACH FROM THE POST OFFICE IN BEATTY GO NORTHWEST ON U.S.
 HQ0801'HIGHWAY NO. 95 TOWARD TONOPAH FOR 25.3 MILES TO THE AZIMUTH
 HQ0801'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE ON FOR 0.4 MILE TO THE
 HQ0801'STATION ON THE RIGHT.
 HQ0801
 HQ0801                          STATION RECOVERY (1950)
 HQ0801
 HQ0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0801'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 HQ0801'AS DESCRIBED.  THE 1949 DESCRIPTION IS ADEQUATE.
 HQ0801
 HQ0801                          STATION RECOVERY (1970)
 HQ0801
 HQ0801'RECOVERY NOTE BY US AIR FORCE 1970 (TGO)
 HQ0801'RECOVERED AS MAPPED ON SPRINGDALE 15 FT (USGS) QUAD. APPROX.
 HQ0801'18.0 MI. NW OF SPRINGDALE AND 200 FT. N OF U.S. 95.  REFERECE
 HQ0801'MKS 1 AND 2 WERE RECOVERED.  DISTANCE AND DIRECTION NOT CHECKED.
 HQ0801
 HQ0801                          STATION RECOVERY (1983)
 HQ0801
 HQ0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0801'44.6 KM (27.9 MI) NORTH FROM BEATTY.
 HQ0801'44.65 KM (27.9 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 HQ0801'STATE HIGHWAY 374 IN BEATTY, 13.0 KM (8.1 MI) NORTHWEST OF THE
 HQ0801'T-JUNCTION OF A PAVED ROAD LEADING NORTHEAST INTO NELLIS AIR FORCE
 HQ0801'RANGE, 12.1 KM (7.6 MI) SOUTHEAST OF THE T-JUNCTION OF STATE HIGHWAY
 HQ0801'267 AND SCOTTYS JUNCTION, 0.55 KM (0.35 MI) SOUTHEAST OF MILEPOST 88,
 HQ0801'0.25 KM (0.15 MI) NORTHWEST OF A LARGE BOX CULVERT FOR THE CROSSING OF
 HQ0801'TOLICHA WASH, 23.8 METERS (78 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 HQ0801'8.3 METERS (27 FT) SOUTH OF RM 1, 7.0 METERS (23 FT) NORTHWEST OF RM
 HQ0801'2, 5.5 METERS (18 FT) NORTHEAST OF THE TOP EDGE OF A CUT BANK.
 HQ0801'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 HQ0801'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0179 ***********************************************************************
 FS0179  DESIGNATION -  GAP
 FS0179  PID         -  FS0179
 FS0179  STATE/COUNTY-  NV/CLARK
 FS0179  USGS QUAD   -  SLOAN (1989)
 FS0179
 FS0179                         *CURRENT SURVEY CONTROL
 FS0179  ___________________________________________________________________
 FS0179* NAD 83(1994)-  35 57 23.85960(N)    115 10 53.30123(W)     ADJUSTED  
 FS0179* NAVD 88     -       787.700  (meters)    2584.31   (feet)  POSTED    
 FS0179  ___________________________________________________________________
 FS0179  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 FS0179  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FS0179  DYNAMIC HT  -         786.880 (meters)    2581.62  (feet)  COMP
 FS0179  MODELED GRAV-     979,563.2   (mgal)                       NAVD 88
 FS0179
 FS0179  HORZ ORDER  -  SECOND
 FS0179  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0179
 FS0179.The horizontal coordinates were established by classical geodetic methods
 FS0179.and adjusted by the National Geodetic Survey in June 1998..
 FS0179
 FS0179.The orthometric height was determined by differential leveling
 FS0179.and adjusted by the National Geodetic Survey in 1992..
 FS0179.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0179.rate of 0.0 thru 1.0 mm/km.
 FS0179
 FS0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0179
 FS0179.The geoid height was determined by GEOID03.
 FS0179
 FS0179.The dynamic height is computed by dividing the NAVD 88
 FS0179.geopotential number by the normal gravity value computed on the
 FS0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0179.degrees latitude (g = 980.6199 gals.).
 FS0179
 FS0179.The modeled gravity was interpolated from observed gravity values.
 FS0179
 FS0179;                    North         East     Units Scale Factor Converg.
 FS0179;SPC NV E     - 8,133,933.064   236,249.547   MT  0.99991619   +0 14 09.5
 FS0179;SPC NV E     -26,686,078.73    775,095.39   sFT  0.99991619   +0 14 09.5
 FS0179;UTM  11      - 3,980,666.313   663,997.878   MT  0.99993141   +1 04 04.9
 FS0179
 FS0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0179!SPC NV E     -   0.99988078  x   0.99991619  =   0.99979698
 FS0179!UTM  11      -   0.99988078  x   0.99993141  =   0.99981220
 FS0179
 FS0179|---------------------------------------------------------------------|
 FS0179| PID    Reference Object                     Distance      Geod. Az  |
 FS0179|                                                           dddmmss.s |
 FS0179| FS0177 GAP RM 1                              6.099 METERS 10845     |
 FS0179| FS0178 GAP RM 2                              5.754 METERS 29045     |
 FS0179| GR1934 CAN                                 APPROX. 5.9 KM 3262601.3 |
 FS0179|---------------------------------------------------------------------|
 FS0179
 FS0179                          SUPERSEDED SURVEY CONTROL
 FS0179
 FS0179  NAD 83(1992)-  35 57 23.85584(N)    115 10 53.30272(W) AD(1991.35) 2
 FS0179  NAD 83(1992)-  35 57 23.85640(N)    115 10 53.30685(W) AD(       ) 2
 FS0179  NAD 83(1992)-  35 57 23.85505(N)    115 10 53.30601(W) AD(       ) 2
 FS0179  NAD 83(1986)-  35 57 23.85226(N)    115 10 53.29384(W) AD(       ) 2
 FS0179  NAD 27      -  35 57 23.93970(N)    115 10 50.31470(W) AD(       ) 2
 FS0179  NGVD 29 (??/??/92)  786.963  (m)         2581.89   (f) ADJ UNCH    2 0
 FS0179
 FS0179.Superseded values are not recommended for survey control.
 FS0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0179.See file dsdata.txt to determine how the superseded data were derived.
 FS0179
 FS0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6399880666(NAD 83)
 FS0179_MARKER: DS = TRIANGULATION STATION DISK
 FS0179_SETTING: 66 = SET IN ROCK OUTCROP
 FS0179_SP_SET: ROCK OUTCROP
 FS0179_STAMPING: GAP 1958
 FS0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0179+STABILITY: POSITION/ELEVATION WELL
 FS0179
 FS0179  HISTORY     - Date     Condition        Report By
 FS0179  HISTORY     - 1958     MONUMENTED       CGS
 FS0179  HISTORY     - 1958     GOOD             CGS
 FS0179  HISTORY     - 19870401 MARK NOT FOUND   USPSQD
 FS0179
 FS0179                          STATION DESCRIPTION
 FS0179
 FS0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS0179'THE STATION IS ABOUT 0.8 MILE SOUTH ALONG U.S. HIGHWAY 91 AND
 FS0179'0.4 MILE WEST OF THE HIGHWAY FROM THE JUNCTION OF U.S. HIGHWAY
 FS0179'91 AND THE HENDERSON HIGHWAY INTERSECTION.  ON THE SOUTHEAST ONE
 FS0179'OF TWO SIMILAR ROCKY KNOLLS AT THE NORTHWEST END OF A HIGH
 FS0179'RIDGE, JUST EAST OF THE GAP BETWEEN TWO RIDGES.
 FS0179'
 FS0179'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 91 AND THE HENDERSON
 FS0179'HIGHWAY (9.2 MILES SOUTH OF THE TROPICANA HOTEL ON THE LAS VEGAS
 FS0179'STRIP), GO SOUTH ON U.S. HIGHWAY 91 FOR 0.8 MILE TO AN OLD ROAD
 FS0179'RIGHT ON THE NORTH SIDE OF THE POWER LINE.  TURN RIGHT, WEST, FOR
 FS0179'0.15 MILE TO WHERE POWER LINE TURNS SOUTH.  CONTINUE WESTERLY
 FS0179'FOR 0.25 MILE TO A POINT JUST BELOW TWO SMALL ROCKY KNOBS NEAR
 FS0179'THE NORTHWEST END OF THE RIDGE.  PACK SOUTHWEST FOR ABOUT 50
 FS0179'YARDS TO THE STATION.
 FS0179'
 FS0179'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 FS0179'IN DRILL HOLES IN BEDROCK.  THE STATION MARK IS STAMPED GAP
 FS0179'1958 AND THE REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2
 FS0179'RESPECTIVELY.
 FS0179
 FS0179                          STATION RECOVERY (1958)
 FS0179
 FS0179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FS0179'1.8 MI N FROM SLOAN.
 FS0179'0.05 MILE WEST FROM THE SLOAN SERVICE STATION AND CAFE TO A DIRT
 FS0179'ROAD, (PROPOSED HIGHWAY ROUTE), THENCE 1.75 MILES NORTH ALONG DIRT
 FS0179'ROAD, ON A ROCKY KNOLL EAST OF ROAD ABOUT 300.0 FEET, 20.0 FEET
 FS0179'WEST OF R.M. 1, 19.05 FEET EAST OF R.M. 2, SET IN A DRILL HOLE
 FS0179'IN A ROCK OUTCROP.
 FS0179
 FS0179                          STATION RECOVERY (1987)
 FS0179
 FS0179'RECOVERY NOTE BY US POWER SQUADRON 1987 (PI)
 FS0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0319 ***********************************************************************
 HP0319  DESIGNATION -  GAP
 HP0319  PID         -  HP0319
 HP0319  STATE/COUNTY-  NV/LINCOLN
 HP0319  USGS QUAD   -  TOQUOP GAP (1973)
 HP0319
 HP0319                         *CURRENT SURVEY CONTROL
 HP0319  ___________________________________________________________________
 HP0319* NAD 83(1994)-  37 00 16.55347(N)    114 18 00.79040(W)     ADJUSTED  
 HP0319* NAVD 88     -      1221.7    (meters)    4008.     (feet)  VERTCON   
 HP0319  ___________________________________________________________________
 HP0319  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 HP0319  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 HP0319
 HP0319  HORZ ORDER  -  FIRST
 HP0319
 HP0319.The horizontal coordinates were established by classical geodetic methods
 HP0319.and adjusted by the National Geodetic Survey in June 1998..
 HP0319
 HP0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0319
 HP0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0319
 HP0319.The geoid height was determined by GEOID03.
 HP0319
 HP0319;                    North         East     Units Scale Factor Converg.
 HP0319;SPC NV E     - 8,250,907.615   314,196.459   MT  1.00006060   +0 46 20.5
 HP0319;SPC NV E     -27,069,852.73  1,030,826.22   sFT  1.00006060   +0 46 20.5
 HP0319;UTM  11      - 4,098,790.385   740,226.090   MT  1.00031097   +1 37 32.6
 HP0319
 HP0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0319!SPC NV E     -   0.99981232  x   1.00006060  =   0.99987291
 HP0319!UTM  11      -   0.99981232  x   1.00031097  =   1.00012323
 HP0319
 HP0319|---------------------------------------------------------------------|
 HP0319| PID    Reference Object                     Distance      Geod. Az  |
 HP0319|                                                           dddmmss.s |
 HP0319| DD5886 GAP RM 1                             13.149 METERS 17237     |
 HP0319| DD5885 GAP AZ MK                                          2462626.6 |
 HP0319| DD5887 GAP RM 2                              5.528 METERS 30157     |
 HP0319|---------------------------------------------------------------------|
 HP0319
 HP0319                          SUPERSEDED SURVEY CONTROL
 HP0319
 HP0319  NAD 83(1994)-  37 00 16.55344(N)    114 18 00.78966(W) AD(       ) 1
 HP0319  NAD 83(1992)-  37 00 16.55177(N)    114 18 00.78784(W) AD(       ) 1
 HP0319  NAD 83(1986)-  37 00 16.54965(N)    114 18 00.78785(W) AD(       ) 1
 HP0319  NAD 27      -  37 00 16.65300(N)    114 17 57.84900(W) AD(       ) 1
 HP0319  NGVD 29 (07/19/86) 1220.9    (m)         4006.     (f) VERT ANG       
 HP0319
 HP0319.Superseded values are not recommended for survey control.
 HP0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0319.See file dsdata.txt to determine how the superseded data were derived.
 HP0319
 HP0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA4022698790(NAD 83)
 HP0319_MARKER: DS = TRIANGULATION STATION DISK
 HP0319_SETTING: 66 = SET IN ROCK OUTCROP
 HP0319_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HP0319
 HP0319  HISTORY     - Date     Condition        Report By
 HP0319  HISTORY     - 1944     MONUMENTED       CGS
 HP0319
 HP0319                          STATION DESCRIPTION
 HP0319
 HP0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0319'STATION IS LOCATED 28 MILES NE OF GLENDALE, ON A ROUND ROCKY
 HP0319'PEAK ON THE SUMMIT OF THE FIRST RANGE E OF THE MAIN MORMON
 HP0319'MOUNTAIN RANGE, AND ABOUT 1 MILE (AIR LINE) E OF ROAD LEADING
 HP0319'N FROM PAVED U.S. HIGHWAY 91 TO ABANDONED C.C.C. CAMP G-179.
 HP0319'THIS IS ALSO THE ROAD LEADING FROM CARP TO THE S.  STATION
 HP0319'IS ON THE FIRST PEAK ON THE S SIDE OF THE GAP THROUGH WHICH
 HP0319'THE C.C.C. CAMP FLATS DRAIN.  IT IS ABOUT 8 MILES (AIR LINE)
 HP0319'N OF THE S END OF THE RANGE WHICH TERMINATES IN A GROUP
 HP0319'OF HIGH AND IMPOSING ROCKY CRAGS.
 HP0319'
 HP0319'STATION MARK IS A BRONZE STATION DISK SET FLUSH IN A DRILL HOLE
 HP0319'IN BEDROCK.  IT IS STAMPED GAP 1944.
 HP0319'
 HP0319'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH IN A
 HP0319'DRILL HOLE IN BEDROCK.  IT IS 2 FEET LOWER IN ELEVATION THAN
 HP0319'THE STATION MARK AND IS STAMPED GAP NO 1 1944.
 HP0319'
 HP0319'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET FLUSH IN A
 HP0319'DRILL HOLE IN BEDROCK AND IS STAMPED GAP NO 2 1944.
 HP0319'
 HP0319'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET FLUSH IN A DRILL HOLE
 HP0319'IN BEDROCK AND IS STAMPED GAP 1944.  IT IS 0.9 MILE S OF BLADED
 HP0319'ROAD TURN-OFF TO STATION, 150 YARDS E OF BLADED ROAD, 4 FEET
 HP0319'NW OF A 3-FOOT ROCK CAIRN, AND 10 YARDS NE OF A GRAZING SERVICE
 HP0319'RANGE ALLOTMENT MARKER CONSISTING OF A POST SET IN ROCK CAIRN
 HP0319'BEARING PRINTED SIGN.
 HP0319'
 HP0319'TO REACH STATION FROM GLENDALE, GO NE ON U.S. HIGHWAY 91 FROM
 HP0319'SHELL SERVICE STATION FOR 12.4 MILES, TURN LEFT AT THE GRAZING
 HP0319'SERVICE C.C.C. CAMP G-179 26 MILES SIGN AND GO N ON GRADED ROAD
 HP0319'10.7 MILES TO THE TOP OF PASS AND THE HIGH CRAGS ON THE RIGHT
 HP0319'(E).  CONTINUE DOWNGRADE N 5.7 MILES.  AT THIS POINT A BLADED
 HP0319'ROAD LEADS OUT THROUGH A GAP TO THE E.  REMAIN ON MAIN ROAD
 HP0319'AND CONTINUE 2.2 MILES, TURN SHARP RIGHT AND GO CROSS COUNTRY
 HP0319'0.4 MILE TO BASE OF HILL AND END OF TRUCK TRAVEL.  PACK E
 HP0319'UP THE SLOPE ABOUT 1/2 MILE TO TOP AND STATION SITE.
 HP0319'
 HP0319'HEIGHT OF LIGHT ABOVE STATION MARK - 0.24 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0804 ***********************************************************************
 MT0804  DESIGNATION -  GAP
 MT0804  PID         -  MT0804
 MT0804  STATE/COUNTY-  NV/ELKO
 MT0804  USGS QUAD   -  ROBINSON CREEK (1986)
 MT0804
 MT0804                         *CURRENT SURVEY CONTROL
 MT0804  ___________________________________________________________________
 MT0804* NAD 83(1994)-  41 58 11.89482(N)    115 19 26.12951(W)     ADJUSTED  
 MT0804* NAVD 88     -      1991.2    (meters)    6533.     (feet)  VERTCON   
 MT0804  ___________________________________________________________________
 MT0804  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 MT0804  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 MT0804
 MT0804  HORZ ORDER  -  FIRST
 MT0804
 MT0804.The horizontal coordinates were established by classical geodetic methods
 MT0804.and adjusted by the National Geodetic Survey in June 1998..
 MT0804
 MT0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0804
 MT0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0804
 MT0804.The geoid height was determined by GEOID03.
 MT0804
 MT0804;                    North         East     Units Scale Factor Converg.
 MT0804;SPC NV E     - 8,801,395.519   221,500.149   MT  0.99990569   +0 10 24.5
 MT0804;SPC NV E     -28,875,911.80    726,705.07   sFT  0.99990569   +0 10 24.5
 MT0804;SPC ID W     -    33,773.481   835,314.922   MT  0.99994867   +0 17 05.8
 MT0804;UTM  11      - 4,647,800.723   638,875.928   MT  0.99983732   +1 07 15.7
 MT0804
 MT0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0804!SPC NV E     -   0.99969027  x   0.99990569  =   0.99959599
 MT0804!SPC ID W     -   0.99969027  x   0.99994867  =   0.99963896
 MT0804!UTM  11      -   0.99969027  x   0.99983732  =   0.99952764
 MT0804
 MT0804|---------------------------------------------------------------------|
 MT0804| PID    Reference Object                     Distance      Geod. Az  |
 MT0804|                                                           dddmmss.s |
 MT0804| DD5889 GAP RM 1                             15.415 METERS 09426     |
 MT0804| DD5890 GAP RM 2                             17.880 METERS 19411     |
 MT0804| DD5888 GAP AZ MK                                          3022316.6 |
 MT0804|---------------------------------------------------------------------|
 MT0804
 MT0804                          SUPERSEDED SURVEY CONTROL
 MT0804
 MT0804  NAD 83(1994)-  41 58 11.89109(N)    115 19 26.12273(W) AD(       ) 1
 MT0804  NAD 83(1986)-  41 58 11.89042(N)    115 19 26.12326(W) AD(       ) 1
 MT0804  NAD 27      -  41 58 12.23575(N)    115 19 22.88924(W) AD(       ) 1
 MT0804  NGVD 29 (07/19/86) 1990.0    (m)         6529.     (f) VERT ANG       
 MT0804
 MT0804.Superseded values are not recommended for survey control.
 MT0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0804.See file dsdata.txt to determine how the superseded data were derived.
 MT0804
 MT0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG3887647801(NAD 83)
 MT0804_MARKER: DS = TRIANGULATION STATION DISK
 MT0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0804
 MT0804  HISTORY     - Date     Condition        Report By
 MT0804  HISTORY     - 1948     MONUMENTED       CGS
 MT0804  HISTORY     - 1968     GOOD             USGS
 MT0804
 MT0804                          STATION DESCRIPTION
 MT0804
 MT0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 MT0804'THE STATION IS ON A SAGE COVERED MESA ABOUT 2/10 MILES NORTHEAST
 MT0804'OF THE RIM OF THE JARBIDGE RIVER CANYON, 4 MILES EAST OF THE
 MT0804'JARBIDGE - ROGERSON ROAD, AND 2-1/2 MILES SOUTH OF THE
 MT0804'IDAHO - NEVADA BOUNDARY.
 MT0804'
 MT0804'THE STATION MARK, A STANDARD DISK SET IN THE TOP OF A 12 INCH
 MT0804'SQUARE CONCRETE POST, PROJECTING 6 INCHES ABOVE THE GROUND, IS
 MT0804'STAMPED GAP 1948.  IT IS 12 FEET WEST OF A 4 INCH SQUARE WHITE
 MT0804'WITNESS POST AND 1/4 MILE EAST OF THE RIM OF A CANYON.
 MT0804'
 MT0804'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A 12
 MT0804'INCH SQUARE CONCRETE POST, PROJECTING 8 INCHES ABOVE THE
 MT0804'SURFACE OF THE GROUND, IS THE SAME ELEVATION AS THE STATION
 MT0804'MARK, AND IS STAMPED GAP NO 1 1948.
 MT0804'
 MT0804'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 MT0804'12 INCH SQUARE CONCRETE POST, PROJECTING 4 INCHES ABOVE THE
 MT0804'GROUND, IS THE SAME ELEVATION AS THE STATION MARK, AND IS STAMPED
 MT0804'GAP NO 2 1948.
 MT0804'
 MT0804'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 MT0804'IN BEDROCK FLUSH WITH THE SURFACE OF THE GROUND, IS STAMPED
 MT0804'GAP 1948.  IT IS 4 FEET SOUTHEAST OF A 4 INCH SQUARE WHITE
 MT0804'WITNESS POST AND 25 FEET NORTHEAST OF THE RIM OF THE CANYON.
 MT0804'
 MT0804'TO REACH THE STATION FROM MURPHYS HOT SPRINGS GO SOUTH AND
 MT0804'EAST UP CANYON ON THE ROGERSON ROAD FOR 3.5 MILES TO A DIM
 MT0804'ROAD RIGHT.  TURN RIGHT AND GO 1.1 MILES TO CROSS ROADS.
 MT0804'TURN RIGHT, SOUTH, GO 2.4 MILES TO A FORK.  TAKE THE RIGHT ROAD
 MT0804'WESTERLY 0.9 MILE TO A SHED ON THE RIGHT.  CONTINUE WESTERLY
 MT0804'0.2 MILE TO A FORK.  TAKE THE LEFT HAND ROAD WEST AND SOUTH
 MT0804'2.9 MILES TO A REVERSE Y FORK.  TURN BACK SHARP RIGHT AND
 MT0804'GO NORTHWEST ON DIM TRACKS FOR 1.2 MILES.  TURN LEFT ACROSS
 MT0804'COUNTRY 50 YARDS TO THE STATION.  A DRIVE STATION.
 MT0804
 MT0804                          STATION RECOVERY (1968)
 MT0804
 MT0804'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (TS)
 MT0804'DESCRIBED IN USC AND GS DESCRIPTION LIST 411151 STATION 1008.
 MT0804'ALL MARKS FOUND IN GOOD CONDITION.
 MT0804'
 MT0804'TO REACH STATION FROM MURPHYS HOT SPRINGS GO S. AND E. UP
 MT0804'CANYON ON THE ROGERSON RD. FOR 1.8 MI. TO TOP OF GRADE AND
 MT0804'CORRAL ON RIGHT.  AIRPORT ON LEFT.  TURN RIGHT ON TRACK RD.
 MT0804'LEADING E. PAST CORRAL FOR 0.15 MI. TO WIRE GATE IN FENCELINE.
 MT0804'PASS THROUGH GATE AND CONTINUE FOR 1.1 MI. TO REVERSE-Y,
 MT0804'CONTINUE STRAIGHT 0.3 MI. TO GATE IN FENCE AT STATE
 MT0804'(IDAHO-NEVADA) LINE.  PASS THROUGH GATE, AND CONTINUE 2.9 MI. TO
 MT0804'REVERSE-Y FORK.  TURN BACK SHARP RIGHT ON DIM TRACK RD.
 MT0804'FOR 1.2 MI.  TURN LEFT CROSS COUNTRY 50 YDS. TO STATION.
 MT0804'A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0180 ***********************************************************************
 FS0180  DESIGNATION -  GAP OFFSET
 FS0180  PID         -  FS0180
 FS0180  STATE/COUNTY-  NV/CLARK
 FS0180  USGS QUAD   -  SLOAN (1989)
 FS0180
 FS0180                         *CURRENT SURVEY CONTROL
 FS0180  ___________________________________________________________________
 FS0180* NAD 83(1994)-  35 57 22.95140(N)    115 10 51.77541(W)     ADJUSTED  
 FS0180* NAVD 88     -       786.069  (meters)    2578.96   (feet)  POSTED    
 FS0180  ___________________________________________________________________
 FS0180  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 FS0180  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FS0180  DYNAMIC HT  -         785.250 (meters)    2576.27  (feet)  COMP
 FS0180  MODELED GRAV-     979,563.2   (mgal)                       NAVD 88
 FS0180
 FS0180  HORZ ORDER  -  SECOND
 FS0180  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0180
 FS0180.The horizontal coordinates were established by classical geodetic methods
 FS0180.and adjusted by the National Geodetic Survey in June 1998..
 FS0180
 FS0180.The orthometric height was determined by differential leveling
 FS0180.and adjusted by the National Geodetic Survey in 1992..
 FS0180.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0180.rate of 0.0 thru 1.0 mm/km.
 FS0180
 FS0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0180
 FS0180.The geoid height was determined by GEOID03.
 FS0180
 FS0180.The dynamic height is computed by dividing the NAVD 88
 FS0180.geopotential number by the normal gravity value computed on the
 FS0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0180.degrees latitude (g = 980.6199 gals.).
 FS0180
 FS0180.The modeled gravity was interpolated from observed gravity values.
 FS0180
 FS0180;                    North         East     Units Scale Factor Converg.
 FS0180;SPC NV E     - 8,133,905.232   236,287.894   MT  0.99991622   +0 14 10.4
 FS0180;SPC NV E     -26,685,987.42    775,221.20   sFT  0.99991622   +0 14 10.4
 FS0180;UTM  11      - 3,980,639.040   664,036.627   MT  0.99993157   +1 04 05.8
 FS0180
 FS0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0180!SPC NV E     -   0.99988104  x   0.99991622  =   0.99979727
 FS0180!UTM  11      -   0.99988104  x   0.99993157  =   0.99981262
 FS0180
 FS0180:                Primary Azimuth Mark                     Grid Az
 FS0180:SPC NV E     -  MACK                                     011 17 53.7
 FS0180:UTM  11      -  MACK                                     010 27 58.3
 FS0180
 FS0180|---------------------------------------------------------------------|
 FS0180| PID    Reference Object                     Distance      Geod. Az  |
 FS0180|                                                           dddmmss.s |
 FS0180| FS0173 MACK                                APPROX. 3.4 KM 0113204.1 |
 FS0180| FS0179 GAP                                  47.387 METERS 30612     |
 FS0180|---------------------------------------------------------------------|
 FS0180
 FS0180                          SUPERSEDED SURVEY CONTROL
 FS0180
 FS0180  NAD 83(1992)-  35 57 22.94766(N)    115 10 51.77688(W) AD(1991.35) 2
 FS0180  NAD 83(1992)-  35 57 22.94819(N)    115 10 51.78104(W) AD(       ) 2
 FS0180  NAD 83(1992)-  35 57 22.94684(N)    115 10 51.78020(W) AD(       ) 2
 FS0180  NAD 83(1986)-  35 57 22.94404(N)    115 10 51.76801(W) AD(       ) 2
 FS0180  NAD 27      -  35 57 23.03140(N)    115 10 48.78900(W) AD(       ) 2
 FS0180  NGVD 29 (??/??/92)  785.332  (m)         2576.54   (f) ADJ UNCH    2 0
 FS0180
 FS0180.Superseded values are not recommended for survey control.
 FS0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0180.See file dsdata.txt to determine how the superseded data were derived.
 FS0180
 FS0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6403780639(NAD 83)
 FS0180_MARKER: DS = TRIANGULATION STATION DISK
 FS0180_SETTING: 66 = SET IN ROCK OUTCROP
 FS0180_SP_SET: ROCK OUTCROP
 FS0180_STAMPING: GAP OFFSET 1958
 FS0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0180+STABILITY: POSITION/ELEVATION WELL
 FS0180
 FS0180  HISTORY     - Date     Condition        Report By
 FS0180  HISTORY     - 1958     MONUMENTED       CGS
 FS0180  HISTORY     - 1958     GOOD             CGS
 FS0180
 FS0180                          STATION DESCRIPTION
 FS0180
 FS0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS0180'ABOUT 0.8 MILE SOUTH ALONG U.S. HIGHWAY 91 AND 0.4 MILE WEST
 FS0180'OF THE HIGHWAY FROM THE JUNCTION OF U.S. HIGHWAY 91 AND THE
 FS0180'HENDERSON HIGHWAY CUTOFF.  ON THE HILL AT THE EAST SIDE OF
 FS0180'THE GAP BETWEEN TWO RIDGES AND ON THE SOUTHEAST SIDE OF A LOW
 FS0180'SADDLE NEAR THE NORTHWEST END OF THE HIGH RIDGE.
 FS0180'
 FS0180'FROM JUNCTION OF U.S. HIGHWAY 91 AND HENDERSON CUTOFF (9.2
 FS0180'MILES SOUTH ALONG THE HIGHWAY FROM THE TROPICANA HOTEL ON THE LAS
 FS0180'VEGAS STRIP), GO SOUTH ON U.S. HIGHWAY 91 FOR 0.8 MILE TO OLD
 FS0180'ROAD LEADING WEST (ON THE NORTH SIDE OF THE POWER LINE).  GO
 FS0180'WEST FOR 0.15 MILE TO WHERE POWER LINE TURNS SOUTH.  CONTINUE
 FS0180'WESTERLY FOR 0.25 MILE TO A POINT JUST BELOW TWO SMALL ROCKY
 FS0180'KNOBS NEAR THE NORTHWEST END OF THE RIDGE.  PACK SOUTHWEST FOR
 FS0180'ABOUT 50 YARDS TO THE SADDLE AND STATION.
 FS0180'
 FS0180'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GAP,
 FS0180'DISTANCE BEING 155.470 FEET (47.387 METERS) SOUTHEAST OF STATION
 FS0180'GAP.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FS0180'BEDROCK AND STAMPED GAP OFFSET 1958.
 FS0180
 FS0180                          STATION RECOVERY (1958)
 FS0180
 FS0180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FS0180'1.8 MI N FROM SLOAN.
 FS0180'0.05 MILE WEST FROM THE SLOAN SERVICE STATION AND CAFE TO A
 FS0180'DIRT ROAD, (PROPOSED HIGHWAY ROUTE), THENCE 1.75 MILES NORTH
 FS0180'ALONG DIRT ROAD, ON THE SOUTHEAST SIDE OF A SADDLE AND ON THE
 FS0180'NORTHWEST SLOPE OF A HILL, ABOUT 328.0 FEET EAST OF ROAD, 155.531
 FS0180'FEET SOUTHEAST OF TRIANGULATION STATION GAP 1958, SET IN A DRILL
 FS0180'HOLE IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0177 ***********************************************************************
 FS0177  DESIGNATION -  GAP RM 1
 FS0177  PID         -  FS0177
 FS0177  STATE/COUNTY-  NV/CLARK
 FS0177  USGS QUAD   -  SLOAN (1989)
 FS0177
 FS0177                         *CURRENT SURVEY CONTROL
 FS0177  ___________________________________________________________________
 FS0177* NAD 83(1986)-  35 57 24.     (N)    115 10 54.     (W)     SCALED    
 FS0177* NAVD 88     -       787.543  (meters)    2583.80   (feet)  POSTED    
 FS0177  ___________________________________________________________________
 FS0177  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FS0177  DYNAMIC HT  -         786.720 (meters)    2581.10  (feet)  COMP
 FS0177  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 FS0177
 FS0177  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0177
 FS0177.The horizontal coordinates were scaled from a topographic map and have
 FS0177.an estimated accuracy of +/- 6 seconds.
 FS0177
 FS0177.The orthometric height was determined by differential leveling
 FS0177.and adjusted by the National Geodetic Survey in 1992..
 FS0177.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0177.rate of 0.0 thru 1.0 mm/km.
 FS0177
 FS0177.The geoid height was determined by GEOID03.
 FS0177
 FS0177.The dynamic height is computed by dividing the NAVD 88
 FS0177.geopotential number by the normal gravity value computed on the
 FS0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0177.degrees latitude (g = 980.6199 gals.).
 FS0177
 FS0177.The modeled gravity was interpolated from observed gravity values.
 FS0177
 FS0177;                    North         East    Units  Estimated Accuracy
 FS0177;SPC NV E     - 8,133,940.      236,230.      MT  (+/- 180 meters Scaled)
 FS0177
 FS0177                          SUPERSEDED SURVEY CONTROL
 FS0177
 FS0177  NGVD 29 (??/??/92)  786.806  (m)         2581.38   (f) ADJ UNCH    2 0
 FS0177
 FS0177.Superseded values are not recommended for survey control.
 FS0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0177.See file dsdata.txt to determine how the superseded data were derived.
 FS0177
 FS0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV639806(NAD 83)
 FS0177_MARKER: DR = REFERENCE MARK DISK
 FS0177_SETTING: 66 = SET IN ROCK OUTCROP
 FS0177_SP_SET: ROCK OUTCROP
 FS0177_STAMPING: GAP NO 1 1958
 FS0177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0177+STABILITY: POSITION/ELEVATION WELL
 FS0177
 FS0177  HISTORY     - Date     Condition        Report By
 FS0177  HISTORY     - 1958     MONUMENTED       CGS
 FS0177  HISTORY     - 19870401 MARK NOT FOUND   USPSQD
 FS0177
 FS0177                          STATION DESCRIPTION
 FS0177
 FS0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0177'1.8 MI N FROM SLOAN.
 FS0177'0.05 MILE WEST FROM THE SLOAN SERVICE STATION AND CAFE TO A
 FS0177'DIRT ROAD, (PROPOSED HIGHWAY ROUTE), THENCE 1.75 MILES NORTH
 FS0177'ALONG DIRT ROAD, ON A ROCKY KNOLL EAST OF ROAD ABOUT 300.0 FEET,
 FS0177'20.0 FEET EAST OF STATION MARK, SET IN A DRILL HOLE IN A ROCK
 FS0177'OUTCROP.
 FS0177
 FS0177                          STATION RECOVERY (1987)
 FS0177
 FS0177'RECOVERY NOTE BY US POWER SQUADRON 1987 (PI)
 FS0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0178 ***********************************************************************
 FS0178  DESIGNATION -  GAP RM 2
 FS0178  PID         -  FS0178
 FS0178  STATE/COUNTY-  NV/CLARK
 FS0178  USGS QUAD   -  SLOAN (1989)
 FS0178
 FS0178                         *CURRENT SURVEY CONTROL
 FS0178  ___________________________________________________________________
 FS0178* NAD 83(1986)-  35 57 24.     (N)    115 10 54.     (W)     SCALED    
 FS0178* NAVD 88     -       787.239  (meters)    2582.80   (feet)  POSTED    
 FS0178  ___________________________________________________________________
 FS0178  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 FS0178  DYNAMIC HT  -         786.420 (meters)    2580.11  (feet)  COMP
 FS0178  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 FS0178
 FS0178  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0178
 FS0178.The horizontal coordinates were scaled from a topographic map and have
 FS0178.an estimated accuracy of +/- 6 seconds.
 FS0178
 FS0178.The orthometric height was determined by differential leveling
 FS0178.and adjusted by the National Geodetic Survey in 1992..
 FS0178.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0178.rate of 0.0 thru 1.0 mm/km.
 FS0178
 FS0178.The geoid height was determined by GEOID03.
 FS0178
 FS0178.The dynamic height is computed by dividing the NAVD 88
 FS0178.geopotential number by the normal gravity value computed on the
 FS0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0178.degrees latitude (g = 980.6199 gals.).
 FS0178
 FS0178.The modeled gravity was interpolated from observed gravity values.
 FS0178
 FS0178;                    North         East    Units  Estimated Accuracy
 FS0178;SPC NV E     - 8,133,940.      236,230.      MT  (+/- 180 meters Scaled)
 FS0178
 FS0178                          SUPERSEDED SURVEY CONTROL
 FS0178
 FS0178  NGVD 29 (??/??/92)  786.502  (m)         2580.38   (f) ADJ UNCH    2 0
 FS0178
 FS0178.Superseded values are not recommended for survey control.
 FS0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0178.See file dsdata.txt to determine how the superseded data were derived.
 FS0178
 FS0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV639806(NAD 83)
 FS0178_MARKER: DR = REFERENCE MARK DISK
 FS0178_SETTING: 66 = SET IN ROCK OUTCROP
 FS0178_SP_SET: ROCK OUTCROP
 FS0178_STAMPING: GAP NO 2 1958
 FS0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0178+STABILITY: POSITION/ELEVATION WELL
 FS0178
 FS0178  HISTORY     - Date     Condition        Report By
 FS0178  HISTORY     - 1958     MONUMENTED       CGS
 FS0178  HISTORY     - 19870401 MARK NOT FOUND   USPSQD
 FS0178
 FS0178                          STATION DESCRIPTION
 FS0178
 FS0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0178'1.8 MI N FROM SLOAN.
 FS0178'0.05 MILE WEST FROM THE SLOAN SERVICE STATION AND CAFE TO A DIRT
 FS0178'ROAD, (PROPOSED HIGHWAY ROUTE), THENCE 1.75 MILES NORTH ALONG
 FS0178'DIRT ROAD, ON A ROCKY KNOLL EAST OF ROAD ABOUT 300.0 FEET, 19.05
 FS0178'FEET WEST OF STATION MARK, SET IN A DRILL HOLE IN A ROCK OUTCROP.
 FS0178
 FS0178                          STATION RECOVERY (1987)
 FS0178
 FS0178'RECOVERY NOTE BY US POWER SQUADRON 1987 (PI)
 FS0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR2515 ***********************************************************************
 HR2515  DESIGNATION -  GAP SPRING
 HR2515  PID         -  HR2515
 HR2515  STATE/COUNTY-  NV/ESMERALDA
 HR2515  USGS QUAD   -  VOLCANIC HILLS EAST (1987)
 HR2515
 HR2515                         *CURRENT SURVEY CONTROL
 HR2515  ___________________________________________________________________
 HR2515* NAD 83(1994)-  37 58 02.37620(N)    118 00 26.82635(W)     ADJUSTED  
 HR2515* NAVD 88     -      1651.5    (meters)    5418.     (feet)  VERTCON   
 HR2515  ___________________________________________________________________
 HR2515  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 HR2515  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 HR2515
 HR2515  HORZ ORDER  -  SECOND
 HR2515
 HR2515.The horizontal coordinates were established by classical geodetic methods
 HR2515.and adjusted by the National Geodetic Survey in June 1998..
 HR2515
 HR2515.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR2515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR2515
 HR2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2515
 HR2515.The geoid height was determined by GEOID03.
 HR2515
 HR2515;                    North         East     Units Scale Factor Converg.
 HR2515;SPC NV W     - 4,357,133.821   850,598.678   MT  0.99993152   +0 21 15.5
 HR2515;SPC NV W     -14,295,029.88  2,790,672.50   sFT  0.99993152   +0 21 15.5
 HR2515;UTM  11      - 4,202,668.520   411,508.078   MT  0.99969645   -0 37 11.4
 HR2515
 HR2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2515!SPC NV W     -   0.99974492  x   0.99993152  =   0.99967645
 HR2515!UTM  11      -   0.99974492  x   0.99969645  =   0.99944144
 HR2515
 HR2515:                Primary Azimuth Mark                     Grid Az
 HR2515:SPC NV W     -  GAP SPRING AZ MK                         007 34 47.8
 HR2515:UTM  11      -  GAP SPRING AZ MK                         008 33 14.7
 HR2515
 HR2515|---------------------------------------------------------------------|
 HR2515| PID    Reference Object                     Distance      Geod. Az  |
 HR2515|                                                           dddmmss.s |
 HR2515| JQ0546 GAP SPRING AZ MK                    APPROX. 5.7 KM 0075603.3 |
 HR2515| DA9951 GAP SPRING RM 1                       4.652 METERS 03502     |
 HR2515| DA9952 GAP SPRING RM 2                       6.748 METERS 30811     |
 HR2515|---------------------------------------------------------------------|
 HR2515
 HR2515                          SUPERSEDED SURVEY CONTROL
 HR2515
 HR2515  NAD 83(1992)-  37 58 02.37120(N)    118 00 26.83115(W) AD(       ) 2
 HR2515  NAD 83(1986)-  37 58 02.37272(N)    118 00 26.81868(W) AD(       ) 2
 HR2515  NAD 27      -  37 58 02.62100(N)    118 00 23.43600(W) AD(       ) 2
 HR2515  NGVD 29 (07/19/86) 1650.4    (m)         5415.     (f) VERT ANG       
 HR2515
 HR2515.Superseded values are not recommended for survey control.
 HR2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2515.See file dsdata.txt to determine how the superseded data were derived.
 HR2515
 HR2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC1150802669(NAD 83)
 HR2515_MARKER: DS = TRIANGULATION STATION DISK
 HR2515_SETTING: 66 = SET IN ROCK OUTCROP
 HR2515_PROJECTION: FLUSH
 HR2515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR2515+STABILITY: POSITION/ELEVATION WELL
 HR2515
 HR2515  HISTORY     - Date     Condition        Report By
 HR2515  HISTORY     - 1952     MONUMENTED       CGS
 HR2515  HISTORY     - 1957     SEE DESCRIPTION  USE
 HR2515  HISTORY     - 1962     GOOD             USGS
 HR2515
 HR2515                          STATION DESCRIPTION
 HR2515
 HR2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 HR2515'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LONE, ROCKY
 HR2515'HILL ABOUT 8 MILES AIRLINE SOUTHWEST OF COALDALE, ABOUT 25
 HR2515'MILES AIRLINE NORTHWEST OF SILVER PEAK, AND ABOUT 19 MILES
 HR2515'AIRLINE NORTHEAST OF THE CALIFORNIA-NEVADA STATE LINE.
 HR2515'
 HR2515'TO REACH THE STATION FROM THE CENTER OF THE VILLAGE OF COALDALE
 HR2515'GO SOUTH ON U.S. HIGHWAY 95 FOR 0.8 MILE TO A FORK.  TURN
 HR2515'RIGHT ONTO U.S. HIGHWAY 6 AND GO 6.0 MILES TO A SIDE ROAD ON
 HR2515'THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND
 HR2515'GO 3.2 MILES ON A PAVED ROAD.  TURN LEFT AND GO CROSS COUNTRY,
 HR2515'SOUTHEAST, 0.2 MILE TO THE MOUTH OF A WASH.  PACK EAST UP THE
 HR2515'WASH ABOUT 200 YARDS TO A FORK IN THE WASH.  TAKE THE RIGHT
 HR2515'FORK AND PACK ABOUT 30 MINUTES UP THE WASH TO THE HIGHEST
 HR2515'POINT AND THE STATION.
 HR2515'
 HR2515'THE STATION MARK IS A STANDARD DISK STAMPED GAP SPRING 1952
 HR2515'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 HR2515'6 INCHES ABOVE THE GROUND.
 HR2515'
 HR2515'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GAP SPRING
 HR2515'NO 1 1952 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 HR2515'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 9 INCHES
 HR2515'BELOW THE STATION.
 HR2515'
 HR2515'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GAP SPRING
 HR2515'NO 2 1952 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 HR2515'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 10 INCHES
 HR2515'BELOW THE STATION.
 HR2515'
 HR2515'THE AZIMUTH MARK IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY
 HR2515'6 DIRECTLY OPPOSITE A PAVED SIDE ROAD THAT LEADS TO THE SOUTH.
 HR2515'IT IS A STANDARD DISK STAMPED GAP SPRING 1952 SET IN THE
 HR2515'TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 3 INCHES
 HR2515'ABOVE THE GROUND.  IT IS 5 FEET NORTHWEST OF A WHITE WITNESS
 HR2515'POST AND 96 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6.
 HR2515
 HR2515                          STATION RECOVERY (1957)
 HR2515
 HR2515'RECOVERY NOTE BY US ENGINEERS 1957
 HR2515'STATION RECOVERED IN GOOD CONDITION.  THE MARKER PROTRUDES
 HR2515'ABOUT 0.3 FOOT ABOVE THE GROUND.
 HR2515
 HR2515                          STATION RECOVERY (1962)
 HR2515
 HR2515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HR2515'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37118-1, STATION 1033.
 HR2515'STATION REACHED BY HELICOPTER.
 HR2515'STATION MARK--A STANDARD DISK STAMPED---GAP SPRING 1952---, CEMENTED
 HR2515'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 6 INCHES ABOVE
 HR2515'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0546 ***********************************************************************
 JQ0546  DESIGNATION -  GAP SPRING AZ MK
 JQ0546  PID         -  JQ0546
 JQ0546  STATE/COUNTY-  NV/ESMERALDA
 JQ0546  USGS QUAD   -  COALDALE (1980)
 JQ0546
 JQ0546                         *CURRENT SURVEY CONTROL
 JQ0546  ___________________________________________________________________
 JQ0546* NAD 83(1994)-  38 01 03.92937(N)    117 59 54.84208(W)     ADJUSTED  
 JQ0546* NAVD 88     -      1383.67   (+/-2cm)    4539.6    (feet)  VERTCON   
 JQ0546  ___________________________________________________________________
 JQ0546  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 JQ0546  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 JQ0546
 JQ0546  HORZ ORDER  -  THIRD
 JQ0546  VERT ORDER  -  THIRD ? (See Below)
 JQ0546
 JQ0546.The horizontal coordinates were established by classical geodetic methods
 JQ0546.and adjusted by the National Geodetic Survey in June 1998..
 JQ0546
 JQ0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0546.The vertical order pertains to the NGVD 29 superseded value.
 JQ0546
 JQ0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0546
 JQ0546.The geoid height was determined by GEOID03.
 JQ0546
 JQ0546;                    North         East     Units Scale Factor Converg.
 JQ0546;SPC NV W     - 4,362,735.902   851,344.139   MT  0.99993246   +0 21 36.6
 JQ0546;SPC NV W     -14,313,409.37  2,793,118.23   sFT  0.99993246   +0 21 36.6
 JQ0546;UTM  11      - 4,208,255.788   412,348.527   MT  0.99969462   -0 36 54.2
 JQ0546
 JQ0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0546!SPC NV W     -   0.99978694  x   0.99993246  =   0.99971941
 JQ0546!UTM  11      -   0.99978694  x   0.99969462  =   0.99948162
 JQ0546
 JQ0546                          SUPERSEDED SURVEY CONTROL
 JQ0546
 JQ0546  NAD 83(1992)-  38 01 03.92472(N)    117 59 54.84465(W) AD(       ) 3
 JQ0546  NAD 83(1986)-  38 01 03.92551(N)    117 59 54.83683(W) AD(       ) 3
 JQ0546  NAD 27      -  38 01 04.17600(N)    117 59 51.45200(W) AD(       ) 3
 JQ0546  NGVD 29 (07/19/86) 1382.55   (m)         4535.9    (f) LEVELING    3  
 JQ0546
 JQ0546.Superseded values are not recommended for survey control.
 JQ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0546.See file dsdata.txt to determine how the superseded data were derived.
 JQ0546
 JQ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC1234908256(NAD 83)
 JQ0546_MARKER: DS = TRIANGULATION STATION DISK
 JQ0546_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JQ0546+WITH SETTING: PAVEMENT
 JQ0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0546_PROJECTION: FLUSH
 JQ0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0546+STABILITY: SURFACE MOTION
 JQ0546
 JQ0546  HISTORY     - Date     Condition        Report By
 JQ0546  HISTORY     - 1952     MONUMENTED       CGS
 JQ0546  HISTORY     - 1957     GOOD             USE
 JQ0546  HISTORY     - 1966     GOOD             USGS
 JQ0546
 JQ0546                          STATION DESCRIPTION
 JQ0546
 JQ0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JQ0546'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 6
 JQ0546'DIRECTLY OPPOSITE A PAVED SIDE ROAD THAT LEADS TO THE SOUTH, ABOUT
 JQ0546'6 MILES AIRLINE WEST-SOUTHWEST OF COALDALE, ABOUT 26 MILES
 JQ0546'AIRLINE SOUTH-SOUTHEAST OF MINA, AND ABOUT 27 MILES AIRLINE
 JQ0546'NORTHWEST OF SILVER PEAK.
 JQ0546'
 JQ0546'THE STATION IS A STANDARD U.S. COAST AND GEODETIC SURVEY AZIMUTH
 JQ0546'MARK DISK STAMPED GAP SPRING 1952 SET IN THE TOP OF A 12-INCH
 JQ0546'CONCRETE CYLINDER THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 JQ0546'IT IS 5 FEET NORTHWEST OF A WHITE WITNESS POST AND 96 FEET
 JQ0546'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6.
 JQ0546
 JQ0546                          STATION RECOVERY (1957)
 JQ0546
 JQ0546'RECOVERY NOTE BY US ENGINEERS 1957
 JQ0546'STATION RECOVERED IN GOOD CONDITION.
 JQ0546
 JQ0546                          STATION RECOVERY (1966)
 JQ0546
 JQ0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JQ0546'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38117-3, STATION 1013.
 JQ0546'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY AZI MARK DISK
 JQ0546'STAMPED---GAP SPRING 1952--- SET IN THE TOP OF A 12-INCH CONCRETE
 JQ0546'CYLINDER THAT PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0703 ***********************************************************************
 JP0703  DESIGNATION -  GARDNER
 JP0703  PID         -  JP0703
 JP0703  STATE/COUNTY-  NV/NYE
 JP0703  USGS QUAD   -  FOREST HOME (1990)
 JP0703
 JP0703                         *CURRENT SURVEY CONTROL
 JP0703  ___________________________________________________________________
 JP0703* NAD 83(1994)-  38 19 01.33542(N)    115 17 06.68496(W)     ADJUSTED  
 JP0703* NAVD 88     -      1949.1    (meters)    6395.     (feet)  VERTCON   
 JP0703  ___________________________________________________________________
 JP0703  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JP0703  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 JP0703
 JP0703  HORZ ORDER  -  THIRD
 JP0703
 JP0703.The horizontal coordinates were established by classical geodetic methods
 JP0703.and adjusted by the National Geodetic Survey in June 1998..
 JP0703
 JP0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0703
 JP0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0703
 JP0703.The geoid height was determined by GEOID03.
 JP0703
 JP0703;                    North         East     Units Scale Factor Converg.
 JP0703;SPC NV C     - 6,396,694.190   620,804.889   MT  1.00007967   +0 51 23.9
 JP0703;SPC NV C     -20,986,487.52  2,036,757.37   sFT  1.00007967   +0 51 23.9
 JP0703;UTM  11      - 4,242,383.086   649,910.473   MT  0.99987677   +1 03 48.2
 JP0703
 JP0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0703!SPC NV C     -   0.99969791  x   1.00007967  =   0.99977756
 JP0703!UTM  11      -   0.99969791  x   0.99987677  =   0.99957472
 JP0703
 JP0703|---------------------------------------------------------------------|
 JP0703| PID    Reference Object                     Distance      Geod. Az  |
 JP0703|                                                           dddmmss.s |
 JP0703| CS8727 GARDNER RM 2                          4.023 METERS 11712     |
 JP0703| CS8726 GARDNER RM 1                          4.176 METERS 25604     |
 JP0703|---------------------------------------------------------------------|
 JP0703
 JP0703                          SUPERSEDED SURVEY CONTROL
 JP0703
 JP0703  NAD 83(1994)-  38 19 01.33328(N)    115 17 06.68770(W) AD(       ) 3
 JP0703  NAD 83(1986)-  38 19 01.33087(N)    115 17 06.69085(W) AD(       ) 3
 JP0703  NGVD 29 (01/04/94) 1948.0    (m)         6391.     (f) VERT ANG       
 JP0703
 JP0703.Superseded values are not recommended for survey control.
 JP0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0703.See file dsdata.txt to determine how the superseded data were derived.
 JP0703
 JP0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC4991042383(NAD 83)
 JP0703_MARKER: DS = TRIANGULATION STATION DISK
 JP0703_SETTING: 80 = SET IN A BOULDER
 JP0703_SP_SET: SET IN DRILL HOLE IN A BOULDER
 JP0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0703+STABILITY: SURFACE MOTION
 JP0703
 JP0703  HISTORY     - Date     Condition        Report By
 JP0703  HISTORY     - 1963     MONUMENTED       USGS
 JP0703  HISTORY     - 1965     GOOD             USGS
 JP0703
 JP0703                          STATION DESCRIPTION
 JP0703
 JP0703'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JP0703'LOCATEED ABOUT 31.5 MI SSE. OF CURRANT, 25 MI ENE. OF NYALA
 JP0703'RANCH, 11.5 MI E. OF TROY PEAK.  ON HIGHEST POINT OF LOW PROMINENT
 JP0703'BLACK VOLCANIC BUTTE ON WEST SIDE OF WHITE RIVER VALLEY.
 JP0703'
 JP0703'STATION REACHED BY HELICOPTER.
 JP0703'
 JP0703'STATION MARK--STANDARD TABLET STAMPED---GARDNER 1963---, CEMENTED
 JP0703'IN DRILL HOLE IN TOP OF LARGE VOLCANIC BOULDER IN PLACE.
 JP0703'
 JP0703'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, CEMENTED IN DRILL
 JP0703'HOLE IN TOP OF LARGE VOLCANIC ROCK IN PLACE.
 JP0703'
 JP0703'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, CEMENTED IN DRILL
 JP0703'HOLE IN TOP OF LARGE VOLCANIC ROCK IN PLACE.
 JP0703
 JP0703                          STATION RECOVERY (1965)
 JP0703
 JP0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JP0703'RECOVERED AS DESCRIBED BY USGS IN 1963.  ALL MARKS IN GOOD
 JP0703'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8810 ***********************************************************************
 AI8810  DESIGNATION -  GARL ECC REF DIMPLE
 AI8810  PID         -  AI8810
 AI8810  STATE/COUNTY-  NV/WASHOE
 AI8810  USGS QUAD   -  KUMIVA PEAK (1990)
 AI8810
 AI8810                         *CURRENT SURVEY CONTROL
 AI8810  ___________________________________________________________________
 AI8810* NAD 83(CORS)-  40 24 59.47919(N)    119 21 19.59158(W)     ADJUSTED  
 AI8810* NAVD 88     -                                                        
 AI8810  ___________________________________________________________________
 AI8810  EPOCH DATE  -        2002.00
 AI8810  X           -  -2,384,508.339 (meters)                     COMP
 AI8810  Y           -  -4,239,526.188 (meters)                     COMP
 AI8810  Z           -   4,114,370.558 (meters)                     COMP
 AI8810  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 AI8810  ELLIP HEIGHT-        1640.77  (meters)          (03/??/02) GPS OBS
 AI8810  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AI8810
 AI8810  HORZ ORDER  -  A
 AI8810  ELLP ORDER  -  FOURTH    CLASS I
 AI8810
 AI8810.ITRF positions are available for this station.
 AI8810.The horizontal coordinates were established by GPS observations
 AI8810.and adjusted by the National Geodetic Survey in March 2002..
 AI8810.The horizontal coordinates are valid at the epoch date displayed above.
 AI8810.The epoch date for horizontal control is a decimal equivalence
 AI8810.of Year/Month/Day.
 AI8810
 AI8810
 AI8810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8810
 AI8810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8810
 AI8810.The ellipsoidal height was determined by GPS observations
 AI8810.and is referenced to NAD 83.
 AI8810
 AI8810.The geoid height was determined by GEOID03.
 AI8810
 AI8810;                    North         East     Units Scale Factor Converg.
 AI8810;SPC NV W     - 4,629,144.096   734,475.241   MT  0.99995283   -0 30 02.2
 AI8810;SPC NV W     -15,187,450.25  2,409,690.85   sFT  0.99995283   -0 30 02.2
 AI8810;UTM  11      - 4,476,652.802   300,158.043   MT  1.00009162   -1 31 39.5
 AI8810
 AI8810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8810!SPC NV W     -   0.99974268  x   0.99995283  =   0.99969552
 AI8810!UTM  11      -   0.99974268  x   1.00009162  =   0.99983427
 AI8810
 AI8810                          SUPERSEDED SURVEY CONTROL
 AI8810
 AI8810  NAD 83(CORS)-  40 24 59.47896(N)    119 21 19.59064(W) AD(1997.00) A
 AI8810  ELLIP H (12/??/00) 1640.78   (m)                       GP(1997.00) 4 1
 AI8810
 AI8810.Superseded values are not recommended for survey control.
 AI8810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8810.See file dsdata.txt to determine how the superseded data were derived.
 AI8810
 AI8810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE0015876653(NAD 83)
 AI8810_STAMPING: GARLIC
 AI8810'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'GARL'
 AI8810'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AI8810'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8810'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8810'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8810'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AI8810'
 AI8810' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8808 ***********************************************************************
 AI8808  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI8808  DESIGNATION -  GARLIC CORS ARP
 AI8808  CORS_ID     -  GARL
 AI8808  PID         -  AI8808
 AI8808  STATE/COUNTY-  NV/WASHOE
 AI8808  USGS QUAD   -  KUMIVA PEAK (1990)
 AI8808
 AI8808                         *CURRENT SURVEY CONTROL
 AI8808  ___________________________________________________________________
 AI8808* NAD 83(CORS)-  40 24 59.47919(N)    119 21 19.59158(W)     ADJUSTED  
 AI8808* NAVD 88     -                                                        
 AI8808  ___________________________________________________________________
 AI8808  EPOCH DATE  -        2002.00
 AI8808  X           -  -2,384,508.372 (meters)                     COMP
 AI8808  Y           -  -4,239,526.248 (meters)                     COMP
 AI8808  Z           -   4,114,370.616 (meters)                     COMP
 AI8808  ELLIP HEIGHT-        1640.86  (meters)          (03/??/02) GPS OBS
 AI8808  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AI8808
 AI8808  HORZ ORDER  -  SPECIAL (CORS)
 AI8808  ELLP ORDER  -  SPECIAL (CORS)
 AI8808
 AI8808.ITRF positions are available for this station.
 AI8808.The coordinates were established by GPS observations
 AI8808.and adjusted by the National Geodetic Survey in March 2002..
 AI8808.The coordinates are valid at the epoch date displayed above.
 AI8808.The epoch date for horizontal control is a decimal equivalence
 AI8808.of Year/Month/Day.
 AI8808
 AI8808
 AI8808.The PID for the CORS L1 Phase Center is AI8809.
 AI8808
 AI8808.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI8808
 AI8808.The ellipsoidal height was determined by GPS observations
 AI8808.and is referenced to NAD 83.
 AI8808
 AI8808.The geoid height was determined by GEOID03.
 AI8808
 AI8808;                    North         East     Units Scale Factor Converg.
 AI8808;SPC NV W     - 4,629,144.096   734,475.241   MT  0.99995283   -0 30 02.2
 AI8808;SPC NV W     -15,187,450.25  2,409,690.85   sFT  0.99995283   -0 30 02.2
 AI8808
 AI8808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8808!SPC NV W     -   0.99974266  x   0.99995283  =   0.99969551
 AI8808
 AI8808                          SUPERSEDED SURVEY CONTROL
 AI8808
 AI8808  NAD 83(CORS)-  40 24 59.47896(N)    119 21 19.59064(W) AD(1997.00) c
 AI8808  ELLIP H (12/??/00) 1640.87   (m)                       GP(1997.00) c c
 AI8808
 AI8808.Superseded values are not recommended for survey control.
 AI8808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8808.See file dsdata.txt to determine how the superseded data were derived.
 AI8808
 AI8808_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE0015876653(NAD 83)
 AI8808_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI8808
 AI8808                          STATION DESCRIPTION
 AI8808
 AI8808'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI8808'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI8808'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8808'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8808'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8808'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8809 ***********************************************************************
 AI8809  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI8809  DESIGNATION -  GARLIC CORS L1 PHASE CENTER
 AI8809  CORS_ID     -  GARL
 AI8809  PID         -  AI8809
 AI8809  STATE/COUNTY-  NV/WASHOE
 AI8809  USGS QUAD   -  KUMIVA PEAK (1990)
 AI8809
 AI8809                         *CURRENT SURVEY CONTROL
 AI8809  ___________________________________________________________________
 AI8809* NAD 83(CORS)-  40 24 59.47923(N)    119 21 19.59156(W)     ADJUSTED  
 AI8809* NAVD 88     -                                                        
 AI8809  ___________________________________________________________________
 AI8809  EPOCH DATE  -        2002.00
 AI8809  X           -  -2,384,508.413 (meters)                     COMP
 AI8809  Y           -  -4,239,526.321 (meters)                     COMP
 AI8809  Z           -   4,114,370.688 (meters)                     COMP
 AI8809  ELLIP HEIGHT-        1640.97  (meters)          (03/??/02) GPS OBS
 AI8809  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AI8809
 AI8809  HORZ ORDER  -  SPECIAL (CORS)
 AI8809  ELLP ORDER  -  SPECIAL (CORS)
 AI8809
 AI8809.ITRF positions are available for this station.
 AI8809.The coordinates were established by GPS observations
 AI8809.and adjusted by the National Geodetic Survey in March 2002..
 AI8809.The coordinates are valid at the epoch date displayed above.
 AI8809.The epoch date for horizontal control is a decimal equivalence
 AI8809.of Year/Month/Day.
 AI8809
 AI8809
 AI8809.The PID for the CORS ARP is AI8808.
 AI8809
 AI8809.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI8809
 AI8809.The ellipsoidal height was determined by GPS observations
 AI8809.and is referenced to NAD 83.
 AI8809
 AI8809.The geoid height was determined by GEOID03.
 AI8809
 AI8809;                    North         East     Units Scale Factor Converg.
 AI8809;SPC NV W     - 4,629,144.097   734,475.242   MT  0.99995283   -0 30 02.2
 AI8809;SPC NV W     -15,187,450.26  2,409,690.86   sFT  0.99995283   -0 30 02.2
 AI8809
 AI8809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8809!SPC NV W     -   0.99974265  x   0.99995283  =   0.99969549
 AI8809
 AI8809                          SUPERSEDED SURVEY CONTROL
 AI8809
 AI8809  NAD 83(CORS)-  40 24 59.47900(N)    119 21 19.59062(W) AD(1997.00) c
 AI8809  ELLIP H (12/??/00) 1640.98   (m)                       GP(1997.00) c c
 AI8809
 AI8809.Superseded values are not recommended for survey control.
 AI8809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8809.See file dsdata.txt to determine how the superseded data were derived.
 AI8809
 AI8809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE0015876653(NAD 83)
 AI8809_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI8809
 AI8809                          STATION DESCRIPTION
 AI8809
 AI8809'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI8809'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI8809'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI8809'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI8809'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI8809'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1893 ***********************************************************************
 GR1893  DESIGNATION -  GARNET
 GR1893  PID         -  GR1893
 GR1893  STATE/COUNTY-  NV/CLARK
 GR1893  USGS QUAD   -  DRY LAKE NW (1986)
 GR1893
 GR1893                         *CURRENT SURVEY CONTROL
 GR1893  ___________________________________________________________________
 GR1893* NAD 83(1994)-  36 23 28.95580(N)    114 52 58.99444(W)     ADJUSTED  
 GR1893* NAVD 88     -       699.0    (meters)    2293.     (feet)  VERTCON   
 GR1893  ___________________________________________________________________
 GR1893  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 GR1893  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 GR1893
 GR1893  HORZ ORDER  -  SECOND
 GR1893
 GR1893.The horizontal coordinates were established by classical geodetic methods
 GR1893.and adjusted by the National Geodetic Survey in June 1998..
 GR1893
 GR1893.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1893
 GR1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1893
 GR1893.The geoid height was determined by GEOID03.
 GR1893
 GR1893;                    North         East     Units Scale Factor Converg.
 GR1893;SPC NV E     - 8,182,322.084   262,820.498   MT  0.99994861   +0 24 55.8
 GR1893;SPC NV E     -26,844,835.04    862,270.25   sFT  0.99994861   +0 24 55.8
 GR1893;UTM  11      - 4,029,440.779   689,861.021   MT  1.00004415   +1 15 22.9
 GR1893
 GR1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1893!SPC NV E     -   0.99989459  x   0.99994861  =   0.99984320
 GR1893!UTM  11      -   0.99989459  x   1.00004415  =   0.99993873
 GR1893
 GR1893|---------------------------------------------------------------------|
 GR1893| PID    Reference Object                     Distance      Geod. Az  |
 GR1893|                                                           dddmmss.s |
 GR1893| CC4828 GARNET RM 1                           3.781 METERS 08207     |
 GR1893| GR0670 ARRO                                APPROX. 3.5 KM 2075954.4 |
 GR1893| CC4829 GARNET RM 2                           4.416 METERS 22352     |
 GR1893|---------------------------------------------------------------------|
 GR1893
 GR1893                          SUPERSEDED SURVEY CONTROL
 GR1893
 GR1893  NAD 83(1994)-  36 23 28.95607(N)    114 52 58.99360(W) AD(       ) 2
 GR1893  NAD 83(1992)-  36 23 28.95785(N)    114 52 58.99650(W) AD(       ) 2
 GR1893  NAD 83(1992)-  36 23 28.95780(N)    114 52 58.99677(W) AD(       ) 2
 GR1893  NAD 83(1986)-  36 23 28.94712(N)    114 52 58.97913(W) AD(       ) 2
 GR1893  NAD 27      -  36 23 29.05700(N)    114 52 55.96700(W) AD(       ) 2
 GR1893  NGVD 29 (07/19/86)  698.3    (m)         2291.     (f) VERT ANG       
 GR1893
 GR1893.Superseded values are not recommended for survey control.
 GR1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1893.See file dsdata.txt to determine how the superseded data were derived.
 GR1893
 GR1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8986129441(NAD 83)
 GR1893_MARKER: DS = TRIANGULATION STATION DISK
 GR1893_SETTING: 66 = SET IN ROCK OUTCROP
 GR1893
 GR1893  HISTORY     - Date     Condition        Report By
 GR1893  HISTORY     - 1957     MONUMENTED       CGS
 GR1893  HISTORY     - 1971     GOOD             LAWPC
 GR1893
 GR1893                          STATION DESCRIPTION
 GR1893
 GR1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1893'THE STATION IS LOCATED ON A SMALL HILL BY U.S. HIGHWAY 91,
 GR1893'ABOUT 5 MILES SW OF DRY LAKE, ABOUT 3 MILES NE OF U.S. LIME
 GR1893'PRODUCTS CORP.
 GR1893'
 GR1893'THE STATION IS SET ON HIGHEST POINT OF SMALL HILL ON S SIDE
 GR1893'OF U.S. 91, IT IS A STANDARD DISK SET IN A DRILL HOLE IN
 GR1893'OUTCROPPING BEDROCK, AND IS STAMPED GARNET 1957.
 GR1893'
 GR1893'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE
 GR1893'IN OUTCROPPING BEDROCK AND IS STAMPED GARNET NO. 1 1957.
 GR1893'
 GR1893'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 GR1893'IN OUTCROPPING BEDROCK AND IS STAMPED GARNET NO. 2 1957.
 GR1893'
 GR1893'BEST REACHED FROM DRY LAKE, GO SW ON U.S. HIGHWAY 91 FOR 4.8
 GR1893'MILES, TURN LEFT S, OFF HIGHWAY BETWEEN 2 SMALL HILLS, GO 0.4
 GR1893'MILES. ETT.  STATION IS LOCATED ON HIGHEST POINT OF SMALL
 GR1893'HILL ON W SIDE.  5 MINUTE PACK.
 GR1893
 GR1893                          STATION RECOVERY (1971)
 GR1893
 GR1893'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GR1893'GARNET 1957-RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1791 ***********************************************************************
 GR1791  DESIGNATION -  GARNET
 GR1791  PID         -  GR1791
 GR1791  STATE/COUNTY-  NV/CLARK
 GR1791  USGS QUAD   -  DRY LAKE SE (1986)
 GR1791
 GR1791                         *CURRENT SURVEY CONTROL
 GR1791  ___________________________________________________________________
 GR1791* NAD 83(1994)-  36 21 13.25778(N)    114 51 51.15372(W)     ADJUSTED  
 GR1791* NAVD 88     -      1056.5    (meters)    3466.     (feet)  VERTCON   
 GR1791  ___________________________________________________________________
 GR1791  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 GR1791  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GR1791
 GR1791  HORZ ORDER  -  THIRD
 GR1791
 GR1791.The horizontal coordinates were established by classical geodetic methods
 GR1791.and adjusted by the National Geodetic Survey in June 1998..
 GR1791
 GR1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1791
 GR1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1791
 GR1791.The geoid height was determined by GEOID03.
 GR1791
 GR1791;                    North         East     Units Scale Factor Converg.
 GR1791;SPC NV E     - 8,178,152.090   264,542.167   MT  0.99995131   +0 25 34.6
 GR1791;SPC NV E     -26,831,153.98    867,918.76   sFT  0.99995131   +0 25 34.6
 GR1791;UTM  11      - 4,025,296.081   691,643.849   MT  1.00005253   +1 15 59.1
 GR1791
 GR1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1791!SPC NV E     -   0.99983850  x   0.99995131  =   0.99978982
 GR1791!UTM  11      -   0.99983850  x   1.00005253  =   0.99989102
 GR1791
 GR1791:                Primary Azimuth Mark                     Grid Az
 GR1791:SPC NV E     -  LOS ANGELES SALT LK AWY BCN 28           014 34 35.8
 GR1791:UTM  11      -  LOS ANGELES SALT LK AWY BCN 28           013 44 11.3
 GR1791
 GR1791|---------------------------------------------------------------------|
 GR1791| PID    Reference Object                     Distance      Geod. Az  |
 GR1791|                                                           dddmmss.s |
 GR1791| GR1883 LOS ANGELES SALT LK AWY BCN 28      APPROX.10.8 KM 0150010.4 |
 GR1791| GR1878 AIRWAY BEACON USA 2                 APPROX.17.6 KM 2151519.4 |
 GR1791| GR1787 DIKE                                APPROX.12.0 KM 2663736.9 |
 GR1791|---------------------------------------------------------------------|
 GR1791
 GR1791                          SUPERSEDED SURVEY CONTROL
 GR1791
 GR1791  NAD 83(1994)-  36 21 13.25836(N)    114 51 51.15471(W) AD(       ) 3
 GR1791  NAD 83(1992)-  36 21 13.25728(N)    114 51 51.15443(W) AD(       ) 3
 GR1791  NAD 83(1992)-  36 21 13.25848(N)    114 51 51.15594(W) AD(       ) 3
 GR1791  NAD 83(1986)-  36 21 13.24485(N)    114 51 51.14491(W) AD(       ) 3
 GR1791  NGVD 29 (05/01/88) 1055.8    (m)         3464.     (f) VERT ANG       
 GR1791
 GR1791.Superseded values are not recommended for survey control.
 GR1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1791.See file dsdata.txt to determine how the superseded data were derived.
 GR1791
 GR1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA9164425296(NAD 83)
 GR1791_MARKER: DS = TRIANGULATION STATION DISK
 GR1791_SETTING: 0 = UNSPECIFIED SETTING
 GR1791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1791
 GR1791  HISTORY     - Date     Condition        Report By
 GR1791  HISTORY     - 1951     MONUMENTED       USGS
 GR1791
 GR1791                          STATION DESCRIPTION
 GR1791
 GR1791'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GR1791'LOCATED ABOUT 23 MI NE. OF LAS VEGAS, 3 MI S. OF GARNET.  ON
 GR1791'HIGHEST POINT AT SOUTH END OF FIRST RANGE OF HLLLS, S. OF LARGE
 GR1791'DRY LAKE.
 GR1791'
 GR1791'TO REACH BY HELICOPTER FROM TOWN OF DRY LAKE, FLY S. TO SOUTH END
 GR1791'OF RANGE OF HILLS.  LAND ON HIGHEST POINT OF HIGHEST HILLTOP AT
 GR1791'STATION.
 GR1791'
 GR1791'STATION MARK--STANDARD TABLET STAMPED---GARNET 1951---, CEMENTED IN
 GR1791'CREVICE BETWEEN ROCKS.
 GR1791'
 GR1791'RM 1--STANDARD RM TABLET STAMPED---1---, SET IN ROCK OUTCROP.
 GR1791'
 GR1791'RM 2--STANDARD RM TABLET STAMPED---2---, CEMENTED IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1881 ***********************************************************************
 GR1881  DESIGNATION -  GARR
 GR1881  PID         -  GR1881
 GR1881  STATE/COUNTY-  NV/CLARK
 GR1881  USGS QUAD   -  DRY LAKE (1986)
 GR1881
 GR1881                         *CURRENT SURVEY CONTROL
 GR1881  ___________________________________________________________________
 GR1881* NAD 83(1994)-  36 28 02.15116(N)    114 49 59.13470(W)     ADJUSTED  
 GR1881* NAVD 88     -       682.9    (meters)    2240.     (feet)  VERTCON   
 GR1881  ___________________________________________________________________
 GR1881  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 GR1881  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 GR1881
 GR1881  HORZ ORDER  -  SECOND
 GR1881
 GR1881.The horizontal coordinates were established by classical geodetic methods
 GR1881.and adjusted by the National Geodetic Survey in June 1998..
 GR1881
 GR1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1881
 GR1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1881
 GR1881.The geoid height was determined by GEOID03.
 GR1881
 GR1881;                    North         East     Units Scale Factor Converg.
 GR1881;SPC NV E     - 8,190,776.136   267,236.987   MT  0.99995568   +0 26 45.4
 GR1881;SPC NV E     -26,872,571.37    876,760.01   sFT  0.99995568   +0 26 45.4
 GR1881;UTM  11      - 4,037,959.662   694,153.292   MT  1.00006445   +1 17 18.0
 GR1881
 GR1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1881!SPC NV E     -   0.99989710  x   0.99995568  =   0.99985279
 GR1881!UTM  11      -   0.99989710  x   1.00006445  =   0.99996154
 GR1881
 GR1881:                Primary Azimuth Mark                     Grid Az
 GR1881:SPC NV E     -  ROCK CAIRN                               016 06 43.2
 GR1881:UTM  11      -  ROCK CAIRN                               015 16 10.6
 GR1881
 GR1881|---------------------------------------------------------------------|
 GR1881| PID    Reference Object                     Distance      Geod. Az  |
 GR1881|                                                           dddmmss.s |
 GR1881| CC6375 ROCK CAIRN                                         0163328.6 |
 GR1881| CC4830 GARR RM 1                             8.364 METERS 22237     |
 GR1881| CC4831 GARR RM 2                             9.332 METERS 34325     |
 GR1881|---------------------------------------------------------------------|
 GR1881
 GR1881                          SUPERSEDED SURVEY CONTROL
 GR1881
 GR1881  NAD 83(1994)-  36 28 02.15155(N)    114 49 59.13310(W) AD(       ) 2
 GR1881  NAD 83(1992)-  36 28 02.15241(N)    114 49 59.13555(W) AD(       ) 2
 GR1881  NAD 83(1992)-  36 28 02.15248(N)    114 49 59.13566(W) AD(       ) 2
 GR1881  NAD 83(1986)-  36 28 02.14266(N)    114 49 59.12060(W) AD(       ) 2
 GR1881  NAD 27      -  36 28 02.25100(N)    114 49 56.11100(W) AD(       ) 2
 GR1881  NGVD 29 (07/19/86)  682.2    (m)         2238.     (f) VERT ANG       
 GR1881
 GR1881.Superseded values are not recommended for survey control.
 GR1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1881.See file dsdata.txt to determine how the superseded data were derived.
 GR1881
 GR1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA9415337960(NAD 83)
 GR1881_MARKER: DS = TRIANGULATION STATION DISK
 GR1881_SETTING: 66 = SET IN ROCK OUTCROP
 GR1881
 GR1881  HISTORY     - Date     Condition        Report By
 GR1881  HISTORY     - 1957     MONUMENTED       CGS
 GR1881  HISTORY     - 1971     GOOD             LAWPC
 GR1881
 GR1881                          STATION DESCRIPTION
 GR1881
 GR1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1881'THE STATION IS LOCATED ON A SMALL PROMINENT ROCK COVERED RIDGE
 GR1881'NW OF THE MAIN RIDGE, IT IS ABOUT 20 MILES AIRLINE SW OF GLENDALE,
 GR1881'4-1/2 MILES AIRLINE SW OF CRYSTAL, 1 MILE AIRLINE NE OF DRY
 GR1881'LAKE, 1/2 MILE SW OF A RAILROAD UNDERPASS AND ABOUT 0.3 MILE
 GR1881'EAST OF U.S. HIGHWAY 91 AND 93, 3-1/2 FEET SW OF A 4 BY 4 WHITE
 GR1881'WITNESS POST.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN
 GR1881'OUTCROPPING BEDROCK AND IT IS STAMPED GARR 1957.
 GR1881'
 GR1881'REFERENCE MARK NO. 1 IS ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 GR1881'IT IS A STANDARD DISK AND IT IS STAMPED GARR NO 1 1957.
 GR1881'
 GR1881'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION
 GR1881'AND IT IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 GR1881'BEDROCK AND IT IS STAMPED GARR NO 2 1957.
 GR1881'
 GR1881'TO REACH FROM THE SHELL SERVICE STATION AT CRYSTAL, (15.9
 GR1881'MILE SW GLENDALE) GO SW ON U.S. HIGHWAY 91 AND 93 FOR 3.75
 GR1881'MILE TO A T ROAD LEFT, (0.1 MILE BEFORE REACHING RAILROAD
 GR1881'UNDERPASS) TURN LEFT ON DIRT ROAD AND GO 0.3 MILE TO A FORK,
 GR1881'TAKE LEFT FORK AND GO 0.7 MILE, TURN RIGHT OFF TRACK ROAD AND
 GR1881'GO WESTERLY 0.2 MILE TO HIGHEST POINT AND STATION.
 GR1881'
 GR1881'NOTE--NO AZIMUTH MARK TO STATION.
 GR1881
 GR1881                          STATION RECOVERY (1971)
 GR1881
 GR1881'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GR1881'GARR 1957-RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0692 ***********************************************************************
 MU0692  DESIGNATION -  GARVEY
 MU0692  PID         -  MU0692
 MU0692  STATE/COUNTY-  NV/ELKO
 MU0692  USGS QUAD   -  RODEAR FLAT (1973)
 MU0692
 MU0692                         *CURRENT SURVEY CONTROL
 MU0692  ___________________________________________________________________
 MU0692* NAD 83(1994)-  41 29 07.44036(N)    116 58 25.48147(W)     ADJUSTED  
 MU0692* NAVD 88     -      1716.4    (meters)    5631.     (feet)  VERTCON   
 MU0692  ___________________________________________________________________
 MU0692  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 MU0692  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 MU0692
 MU0692  HORZ ORDER  -  THIRD
 MU0692
 MU0692.The horizontal coordinates were established by classical geodetic methods
 MU0692.and adjusted by the National Geodetic Survey in June 1998..
 MU0692
 MU0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0692
 MU0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0692
 MU0692.The geoid height was determined by GEOID03.
 MU0692
 MU0692;                    North         East     Units Scale Factor Converg.
 MU0692;SPC NV E     - 8,748,481.407    83,890.089   MT  1.00006586   -0 55 16.1
 MU0692;SPC NV E     -28,702,309.42    275,229.40   sFT  1.00006586   -0 55 16.1
 MU0692;UTM  11      - 4,592,643.688   502,191.819   MT  0.99960006   +0 01 02.6
 MU0692
 MU0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0692!SPC NV E     -   0.99973375  x   1.00006586  =   0.99979959
 MU0692!UTM  11      -   0.99973375  x   0.99960006  =   0.99933392
 MU0692
 MU0692:                Primary Azimuth Mark                     Grid Az
 MU0692:SPC NV E     -  SNOW                                     180 42 09.9
 MU0692:UTM  11      -  SNOW                                     179 45 51.2
 MU0692
 MU0692|---------------------------------------------------------------------|
 MU0692| PID    Reference Object                     Distance      Geod. Az  |
 MU0692|                                                           dddmmss.s |
 MU0692| MU0700 SNOW                                APPROX.16.2 KM 1794653.8 |
 MU0692|---------------------------------------------------------------------|
 MU0692
 MU0692                          SUPERSEDED SURVEY CONTROL
 MU0692
 MU0692  NAD 83(1986)-  41 29 07.44196(N)    116 58 25.48384(W) AD(       ) 3
 MU0692  NGVD 29 (11/08/90) 1715.3    (m)         5628.     (f) VERT ANG       
 MU0692
 MU0692.Superseded values are not recommended for survey control.
 MU0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0692.See file dsdata.txt to determine how the superseded data were derived.
 MU0692
 MU0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF0219292644(NAD 83)
 MU0692_MARKER: DB = BENCH MARK DISK
 MU0692_SETTING: 80 = SET IN A BOULDER
 MU0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0692+STABILITY: SURFACE MOTION
 MU0692
 MU0692  HISTORY     - Date     Condition        Report By
 MU0692  HISTORY     - 1973     MONUMENTED       USGS
 MU0692  HISTORY     - 1975     GOOD             USGS
 MU0692
 MU0692                          STATION DESCRIPTION
 MU0692
 MU0692'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 MU0692'LOCATED ABOUT 19 MI NW. OF MIDAS, ABOUT 13 MI S. OF BUTTON LAKE,
 MU0692'ABOUT 2.5 MI E. OF HUMBOLDT RANCH.  ON HIGH PLATEAU OVERLOOKING
 MU0692'SOUTH FORK HUMBOLDT RIVER TO S. AND W.
 MU0692'
 MU0692'TO REACH FROM POST OFFICE AT MIDAS, GO 2.6 MI S. ON RD. FOLLOWING
 MU0692'MIDAS CREEK TO STATE HWY. 18.  THENCE 4.2 MI E. ON HWY. TO RD.
 MU0692'JCT. N.  TURN N. 3.6 MI TO RD. JCT. NE., CONTINUE N. 5.6 MI TO
 MU0692'RD. JCT. NW.  TAKE RIGHT FORK ACROSS CREEK N. 2.8 MI TO SUMMIT,
 MU0692'CONTINUE N. 9.0 MI TO FENCE AND CATTLEGUARD.  CONTINUE N. 2.0 MI
 MU0692'TO FOUR-WAY INTERSECTION.  TURN W. ON MAIN RD. 7.2 MI TO MILLIGAN
 MU0692'CREEK.  CROSS CREEK W. 3.2 MI TO FENCE AND WIRE GATE.  GO THROUGH
 MU0692'GATE W. 9.5 MI TO RD. JCT. S.  TURN S. 0.7 MI TO RD. JCT. E.
 MU0692'TURN E. 1.0 MI TO JEEP TRAIL JCT. S.  TURN S. ON JEEP TRAIL 1.7
 MU0692'MI TO Y-INTERSECTION.  TAKE LEFT FORK S. 1.4 MI TO TOP OF RIDGE.
 MU0692'DRIVE CROSS-COUNTRY 0.1 MI TO LOW TOP AND STATION.
 MU0692'
 MU0692'STATION MARK--STANDARD TABLET STAMPED---VABM GARVEY 1973---, ON TOP
 MU0692'OF LARGE BOULDER PROJECTING 0.2 FT ABOVE GROUND.
 MU0692'
 MU0692'RMS--NONE SET.
 MU0692
 MU0692                          STATION RECOVERY (1975)
 MU0692
 MU0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MU0692'RECOVERED AS DESCRIBED.
 MU0692'
 MU0692'ADDITIONAL TO REACH FROM W. FOLLOWS--TO REACH FROM LITTLE
 MU0692'HUMBOLDT RANCH, GO 0.2 MI S. FROM RANCH HOUSE TO T-RD.  TURN LEFT
 MU0692'(E.) 1.5 MI TO RD. FORKS.  TURN LEFT (NE.) THROUGH GATE 2.0 MI
 MU0692'ALONG DIRT RD. TO RD. FORK 100 FT SW. OF BM 78 BKC 1973, TURN
 MU0692'RIGHT (E.) ONTO JEEP RD. UP STEEP GRADE 1.2 MI TO REVERSE FORK.
 MU0692'TURN SHARP RIGHT (SW.) 1.4 MI TO TOP OF RIDGE AND BEND IN RD.
 MU0692'BEAR RIGHT (SW.) CROSS-COUNTRY 0.1 MI TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1387 ***********************************************************************
 FS1387  DESIGNATION -  GAS
 FS1387  PID         -  FS1387
 FS1387  STATE/COUNTY-  NV/CLARK
 FS1387  USGS QUAD   -  SLOAN NE (1989)
 FS1387
 FS1387                         *CURRENT SURVEY CONTROL
 FS1387  ___________________________________________________________________
 FS1387* NAD 83(1994)-  35 53 50.88710(N)    115 00 27.64073(W)     ADJUSTED  
 FS1387* NAVD 88     -       901.7    (meters)    2958.     (feet)  VERTCON   
 FS1387  ___________________________________________________________________
 FS1387  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 FS1387  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FS1387
 FS1387  HORZ ORDER  -  THIRD
 FS1387
 FS1387.The horizontal coordinates were established by classical geodetic methods
 FS1387.and adjusted by the National Geodetic Survey in June 1998..
 FS1387
 FS1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1387
 FS1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1387
 FS1387.The geoid height was determined by GEOID03.
 FS1387
 FS1387;                    North         East     Units Scale Factor Converg.
 FS1387;SPC NV E     - 8,127,447.996   251,965.391   MT  0.99993326   +0 20 15.1
 FS1387;SPC NV E     -26,664,802.30    826,656.45   sFT  0.99993326   +0 20 15.1
 FS1387;UTM  11      - 3,974,409.745   679,806.814   MT  0.99999839   +1 10 06.5
 FS1387
 FS1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1387!SPC NV E     -   0.99986294  x   0.99993326  =   0.99979621
 FS1387!UTM  11      -   0.99986294  x   0.99999839  =   0.99986133
 FS1387
 FS1387|---------------------------------------------------------------------|
 FS1387| PID    Reference Object                     Distance      Geod. Az  |
 FS1387|                                                           dddmmss.s |
 FS1387| CS5956 GAS RM 1                              2.106 METERS 13509     |
 FS1387| CS5957 GAS RM 2                              3.368 METERS 23051     |
 FS1387|---------------------------------------------------------------------|
 FS1387
 FS1387                          SUPERSEDED SURVEY CONTROL
 FS1387
 FS1387  NAD 83(1992)-  35 53 50.88632(N)    115 00 27.64257(W) AD(1991.35) 3
 FS1387  NAD 83(1992)-  35 53 50.88558(N)    115 00 27.64245(W) AD(       ) 3
 FS1387  NAD 83(1992)-  35 53 50.88522(N)    115 00 27.64255(W) AD(       ) 3
 FS1387  NAD 83(1986)-  35 53 50.88021(N)    115 00 27.62905(W) AD(       ) 3
 FS1387  NGVD 29 (05/21/91)  901.0    (m)         2956.     (f) VERT ANG       
 FS1387
 FS1387.Superseded values are not recommended for survey control.
 FS1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1387.See file dsdata.txt to determine how the superseded data were derived.
 FS1387
 FS1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV7980774410(NAD 83)
 FS1387_MARKER: H = DRILL HOLE
 FS1387_SETTING: 66 = SET IN ROCK OUTCROP
 FS1387_SP_SET: SET IN BEDROCK
 FS1387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1387+STABILITY: POSITION/ELEVATION WELL
 FS1387
 FS1387  HISTORY     - Date     Condition        Report By
 FS1387  HISTORY     - 1957     MONUMENTED       USGS
 FS1387  HISTORY     - 1958     GOOD             USGS
 FS1387
 FS1387                          STATION DESCRIPTION
 FS1387
 FS1387'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FS1387'NOTE--STATION CALLED 2-3A AT THIS TIME.
 FS1387'
 FS1387'LOCATED ABOUT 10.0 MI WSW. OF BOULDER CITY, 7.0 MI SSE. OF
 FS1387'HENDERSON, 5.5 MI W. OF U.S. HWY. 95.  ON HIGHEST POINT OF
 FS1387'SOUTHEAST END OF PROMINENT DARK RIDGE.
 FS1387'
 FS1387'TO REACH FROM JCT. OF U.S. HWYS. 466 AND 93 WITH U.S. HWY. 93 AT
 FS1387'RAILROAD PASS, DRIVE 3.4 MI S. ON U.S. HWY. 95 TO SECOND ONE OF
 FS1387'TWO TRANSMISSION LINES WHICH CROSS HWY.  TURN RIGHT ON POWER LINE
 FS1387'RD. 1.6 MI SW. TO X-RDS.  TURN RIGHT 2.4 MI NW. TO RD. FORKS.
 FS1387'TAKE MAIN-TRAVELED RD. 0.5 MI LEFT TO RD. FORKS.  TAKE LEFT FORK
 FS1387'0.6 MI TO PIPE LINE.  DRIVE 2.0 MI S. ON PIPE LINE RD. TO POINT
 FS1387'ABOUT 2.0 MI DUE E. OF PROMINENT DARK RIDGE.  HIKE ABOUT 1.8 MI W.
 FS1387'TO BASE OF DARK RIDGE.  (4-WHEEL DRIVE MAY BE USED PART OF THE
 FS1387'WAY BUT IT IS VERY ROUGH.)  CLIMB TO HIGHEST POINT ON SOUTHEAST
 FS1387'END OF RIDGE AND STATION.  A 2-HOUR HIKE FROM PIPE LINE.
 FS1387'
 FS1387'STATION MARK--3/4-INCH DRILL HOLE IN SOLID ROCK.
 FS1387
 FS1387                          STATION RECOVERY (1958)
 FS1387
 FS1387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FS1387'RECOVERED AS DESCRIBED BY USGS.
 FS1387'
 FS1387'STATION MARK--STANDARD TABLET STAMPED---GAS 1958---, SET IN
 FS1387'ORIGINAL STATION DRILL HOLE.
 FS1387'
 FS1387'RM 1--COPPER NAIL AND WASHER IN DRILL HOLE IN ROCK OUTCROP.
 FS1387'
 FS1387'RM 2--COPPER NAIL AND WASHER IN CRACK IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1792 ***********************************************************************
 GR1792  DESIGNATION -  GASS
 GR1792  PID         -  GR1792
 GR1792  STATE/COUNTY-  NV/CLARK
 GR1792  USGS QUAD   -  GASS PEAK (1986)
 GR1792
 GR1792                         *CURRENT SURVEY CONTROL
 GR1792  ___________________________________________________________________
 GR1792* NAD 83(1994)-  36 24 02.41768(N)    115 10 49.22537(W)     ADJUSTED  
 GR1792* NAVD 88     -      2117.1    (meters)    6946.     (feet)  VERTCON   
 GR1792  ___________________________________________________________________
 GR1792  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 GR1792  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 GR1792
 GR1792  HORZ ORDER  -  THIRD
 GR1792
 GR1792.The horizontal coordinates were established by classical geodetic methods
 GR1792.and adjusted by the National Geodetic Survey in June 1998..
 GR1792
 GR1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1792
 GR1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1792
 GR1792.The geoid height was determined by GEOID03.
 GR1792
 GR1792;                    North         East     Units Scale Factor Converg.
 GR1792;SPC NV E     - 8,183,201.073   236,147.116   MT  0.99991609   +0 14 20.9
 GR1792;SPC NV E     -26,847,718.85    774,759.33   sFT  0.99991609   +0 14 20.9
 GR1792;UTM  11      - 4,029,928.245   663,176.177   MT  0.99992806   +1 04 48.3
 GR1792
 GR1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1792!SPC NV E     -   0.99967205  x   0.99991609  =   0.99958817
 GR1792!UTM  11      -   0.99967205  x   0.99992806  =   0.99960014
 GR1792
 GR1792:                Primary Azimuth Mark                     Grid Az
 GR1792:SPC NV E     -  MARBLE 2                                 094 25 50.8
 GR1792:UTM  11      -  MARBLE 2                                 093 35 23.4
 GR1792
 GR1792|---------------------------------------------------------------------|
 GR1792| PID    Reference Object                     Distance      Geod. Az  |
 GR1792|                                                           dddmmss.s |
 GR1792| GR1799 MARBLE 2                            APPROX.11.7 KM 0944011.7 |
 GR1792|---------------------------------------------------------------------|
 GR1792
 GR1792                          SUPERSEDED SURVEY CONTROL
 GR1792
 GR1792  NAD 83(1994)-  36 24 02.41950(N)    115 10 49.22567(W) AD(       ) 3
 GR1792  NAD 83(1992)-  36 24 02.41892(N)    115 10 49.22552(W) AD(       ) 3
 GR1792  NAD 83(1992)-  36 24 02.41937(N)    115 10 49.22498(W) AD(       ) 3
 GR1792  NAD 83(1986)-  36 24 02.41130(N)    115 10 49.20990(W) AD(       ) 3
 GR1792  NGVD 29 (05/01/88) 2116.2    (m)         6943.     (f) VERT ANG       
 GR1792
 GR1792.Superseded values are not recommended for survey control.
 GR1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1792.See file dsdata.txt to determine how the superseded data were derived.
 GR1792
 GR1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6317629928(NAD 83)
 GR1792_MARKER: DS = TRIANGULATION STATION DISK
 GR1792_SETTING: 66 = SET IN ROCK OUTCROP
 GR1792_SP_SET: SET IN ROCK OUTCROP
 GR1792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1792+STABILITY: POSITION/ELEVATION WELL
 GR1792
 GR1792  HISTORY     - Date     Condition        Report By
 GR1792  HISTORY     - 1950     MONUMENTED       USGS
 GR1792
 GR1792                          STATION DESCRIPTION
 GR1792
 GR1792'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GR1792'LOCATED ABOUT 18 MI NNW. OF LAS VEGAS.  ON HIGHEST PART OF SHARP
 GR1792'PEAK KNOWN LOCALLY AS GASS PEAK.
 GR1792'
 GR1792'TO REACH BY HELICOPTER FROM LAS VEGAS, FLY TO SMALL SADDLE ON
 GR1792'RIDGE RUNNING S. FROM GASS PEAK.  PACK 0.5 MI N. TO HIGHEST PART
 GR1792'OF PEAK AND STATION.  A 40-MINUTE PACK.
 GR1792'
 GR1792'STATION MARK--STANDARD TABLET STAMPED---GASS 1950---, CEMENTED IN
 GR1792'ROCK OUTCROP.
 GR1792'
 GR1792'RM 1--STANDARD RM TABLET STAMPED---NO 1 1950---, CEMENTED IN ROCK
 GR1792'OUTCROP.
 GR1792'
 GR1792'RM 2--STANDARD RM TABLET STAMPED---NO 2 1950---, CEMENTED IN ROCK
 GR1792'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0704 ***********************************************************************
 JP0704  DESIGNATION -  GATE
 JP0704  PID         -  JP0704
 JP0704  STATE/COUNTY-  NV/NYE
 JP0704  USGS QUAD   -  WATER GAP NE (1985)
 JP0704
 JP0704                         *CURRENT SURVEY CONTROL
 JP0704  ___________________________________________________________________
 JP0704* NAD 83(1994)-  38 13 26.99441(N)    115 18 14.94793(W)     ADJUSTED  
 JP0704* NAVD 88     -      2215.1    (meters)    7267.     (feet)  VERTCON   
 JP0704  ___________________________________________________________________
 JP0704  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 JP0704  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 JP0704
 JP0704  HORZ ORDER  -  THIRD
 JP0704
 JP0704.The horizontal coordinates were established by classical geodetic methods
 JP0704.and adjusted by the National Geodetic Survey in June 1998..
 JP0704
 JP0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0704
 JP0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0704
 JP0704.The geoid height was determined by GEOID03.
 JP0704
 JP0704;                    North         East     Units Scale Factor Converg.
 JP0704;SPC NV C     - 6,386,360.915   619,298.530   MT  1.00007523   +0 50 35.3
 JP0704;SPC NV C     -20,952,585.77  2,031,815.26   sFT  1.00007523   +0 50 35.3
 JP0704;UTM  11      - 4,232,046.550   648,441.674   MT  0.99987138   +1 02 58.1
 JP0704
 JP0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0704!SPC NV C     -   0.99965623  x   1.00007523  =   0.99973143
 JP0704!UTM  11      -   0.99965623  x   0.99987138  =   0.99952765
 JP0704
 JP0704|---------------------------------------------------------------------|
 JP0704| PID    Reference Object                     Distance      Geod. Az  |
 JP0704|                                                           dddmmss.s |
 JP0704| CS8728 GATE RM 1                             7.879 METERS 07849     |
 JP0704| CS8729 GATE RM 2                             9.568 METERS 20114     |
 JP0704|---------------------------------------------------------------------|
 JP0704
 JP0704                          SUPERSEDED SURVEY CONTROL
 JP0704
 JP0704  NAD 83(1994)-  38 13 26.99208(N)    115 18 14.95099(W) AD(       ) 3
 JP0704  NAD 83(1986)-  38 13 26.98948(N)    115 18 14.95535(W) AD(       ) 3
 JP0704  NGVD 29 (01/04/94) 2214.0    (m)         7264.     (f) VERT ANG       
 JP0704
 JP0704.Superseded values are not recommended for survey control.
 JP0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0704.See file dsdata.txt to determine how the superseded data were derived.
 JP0704
 JP0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC4844232047(NAD 83)
 JP0704_MARKER: DS = TRIANGULATION STATION DISK
 JP0704_SETTING: 80 = SET IN A BOULDER
 JP0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0704+STABILITY: SURFACE MOTION
 JP0704
 JP0704  HISTORY     - Date     Condition        Report By
 JP0704  HISTORY     - 1963     MONUMENTED       USGS
 JP0704  HISTORY     - 1965     GOOD             USGS
 JP0704
 JP0704                          STATION DESCRIPTION
 JP0704
 JP0704'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JP0704'LOCATED ABOUT 47 MI SSW. OF LUND, ABOUT 13 MI SE. OF TROY PEAK.
 JP0704'ON NORTHWEST EDGE OF TOP OF PROMINENT MOUNTAIN NEAR SECTION 12,
 JP0704'T4N, R59E.
 JP0704'
 JP0704'STATION REACHED BY HELICOPTER.
 JP0704'
 JP0704'STATION MARK--STANDARD TABLET STAMPED---GATE 1963---, IN LARGE
 JP0704'FLAT-TOPPED BOULDER.
 JP0704'
 JP0704'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, IN BOULDER.
 JP0704'
 JP0704'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, IN BOULDER.
 JP0704
 JP0704                          STATION RECOVERY (1965)
 JP0704
 JP0704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JP0704'RECOVERED AS DESCRIBED BY USGS IN 1963.  ALL MARKS IN GOOD
 JP0704'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0205 ***********************************************************************
 FS0205  DESIGNATION -  GAUGE
 FS0205  PID         -  FS0205
 FS0205  STATE/COUNTY-  NV/CLARK
 FS0205  USGS QUAD   -  JEAN (1989)
 FS0205
 FS0205                         *CURRENT SURVEY CONTROL
 FS0205  ___________________________________________________________________
 FS0205* NAD 83(1994)-  35 48 38.08598(N)    115 17 58.15213(W)     ADJUSTED  
 FS0205* NAVD 88     -       924.56   (+/-2cm)    3033.3    (feet)  VERTCON   
 FS0205  ___________________________________________________________________
 FS0205  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 FS0205  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FS0205
 FS0205  HORZ ORDER  -  SECOND
 FS0205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0205
 FS0205.The horizontal coordinates were established by classical geodetic methods
 FS0205.and adjusted by the National Geodetic Survey in June 1998..
 FS0205
 FS0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0205.The vertical order pertains to the NGVD 29 superseded value.
 FS0205
 FS0205.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0205
 FS0205.The geoid height was determined by GEOID03.
 FS0205
 FS0205;                    North         East     Units Scale Factor Converg.
 FS0205;SPC NV E     - 8,117,692.167   225,651.189   MT  0.99990811   +0 09 57.9
 FS0205;SPC NV E     -26,632,795.05    740,323.94   sFT  0.99990811   +0 09 57.9
 FS0205;UTM  11      - 3,964,273.506   653,636.071   MT  0.99989086   +0 59 42.6
 FS0205
 FS0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0205!SPC NV E     -   0.99985933  x   0.99990811  =   0.99976745
 FS0205!UTM  11      -   0.99985933  x   0.99989086  =   0.99975021
 FS0205
 FS0205|---------------------------------------------------------------------|
 FS0205| PID    Reference Object                     Distance      Geod. Az  |
 FS0205|                                                           dddmmss.s |
 FS0205| FS0204 GAUGE RM 1                           10.200 METERS 00758     |
 FS0205| FS0206 GAUGE RM 2                            8.815 METERS 16237     |
 FS0205| FS0213 JEAN                                APPROX. 4.3 KM 2044625.2 |
 FS0205|---------------------------------------------------------------------|
 FS0205
 FS0205                          SUPERSEDED SURVEY CONTROL
 FS0205
 FS0205  NAD 83(1992)-  35 48 38.07976(N)    115 17 58.15284(W) AD(1991.35) 2
 FS0205  NAD 83(1992)-  35 48 38.08221(N)    115 17 58.15553(W) AD(       ) 2
 FS0205  NAD 83(1992)-  35 48 38.08077(N)    115 17 58.15602(W) AD(       ) 2
 FS0205  NAD 83(1986)-  35 48 38.08169(N)    115 17 58.14726(W) AD(       ) 2
 FS0205  NAD 27      -  35 48 38.15860(N)    115 17 55.17510(W) AD(       ) 2
 FS0205  NGVD 29 (??/??/92)  923.769  (m)         3030.73   (f) ADJ UNCH    2 0
 FS0205
 FS0205.Superseded values are not recommended for survey control.
 FS0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0205.See file dsdata.txt to determine how the superseded data were derived.
 FS0205
 FS0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5363664274(NAD 83)
 FS0205_MARKER: DS = TRIANGULATION STATION DISK
 FS0205_SETTING: 80 = SET IN A BOULDER
 FS0205_SP_SET: BOULDER
 FS0205_STAMPING: GAUGE 1958
 FS0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0205+STABILITY: SURFACE MOTION
 FS0205
 FS0205  HISTORY     - Date     Condition        Report By
 FS0205  HISTORY     - 1958     MONUMENTED       CGS
 FS0205  HISTORY     - 1958     GOOD             CGS
 FS0205  HISTORY     - 1960     SEE DESCRIPTION  CGS
 FS0205
 FS0205                          STATION DESCRIPTION
 FS0205
 FS0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS0205'THE STATION IS 0.05 MILE SOUTHEAST OF U.S. HIGHWAY 91 AND 2.7
 FS0205'MILES NORTH-NORTHEAST OF JEAN, ON TOP OF A SMALL ROCKY-TOPPED
 FS0205'BUTTE AT THE SITE OF AN ABANDONED CONCRETE WATER STORAGE TANK.
 FS0205'THE CONCRETE SLAB ROOF BEING ON GROUND LEVEL AND THE OLD WATER
 FS0205'GAUGE PROJECTING ABOUT 8 FEET ABOVE THE ROOF.
 FS0205'
 FS0205'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 91 AND THE GOODSPRINGS
 FS0205'HIGHWAY IN JEAN, GO NORTHEASTERLY ON U.S. HIGHWAY 91 FOR 2.75
 FS0205'MILES TO A GATE ON THE RIGHT AT THE NORTH END OF A GROUP OF
 FS0205'OLD BUILDINGS.  GO EAST ACROSS DITCH FOR 0.05 MILE, THENCE RIGHT
 FS0205'ON ROAD UP HILL FOR 0.05 MILE TO SUMMIT AND STATION.
 FS0205'
 FS0205'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN
 FS0205'DRILL HOLES IN BOULDERS.
 FS0205'
 FS0205'THE STATION MARK, STAMPED GAUGE 1958, IS 22.5 FEET SOUTHWEST
 FS0205'OF THE SOUTHWEST CORNER OF THE CONCRETE SLAB ROOF.
 FS0205'
 FS0205'REFERENCE MARK 1, STAMPED GAUGE NO 1 1958, IS 14.5 FEET NORTHWEST
 FS0205'OF THE NORTHWEST CORNER OF THE ROOF.
 FS0205'
 FS0205'REFERENCE MARK 2, STAMPED GAUGE NO 2 1958, IS 41.7 FEET
 FS0205'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE ROOF.
 FS0205
 FS0205                          STATION RECOVERY (1958)
 FS0205
 FS0205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FS0205'2.6 MI N FROM JEAN.
 FS0205'2.5 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 FS0205'HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN TO SOME VACANT BUILDINGS,
 FS0205'THENCE 0.05 MILE EAST TO SUMMIT OF A ROCKY KNOLL, 33.5 FEET
 FS0205'SOUTH OF R.M. 1, 28.95 FEET NORTHWEST OF R.M. 2, 22.5 FEET
 FS0205'SOUTHWEST OF THE SOUTH CORER OF A OLD WELL COVERING, SET IN A
 FS0205'DRILL HOLE IN A BOULDER.
 FS0205
 FS0205                          STATION RECOVERY (1960)
 FS0205
 FS0205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (MKM)
 FS0205'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT IT IS
 FS0205'NOW 0.1 MILE EAST OF OLD HIGHWAY 91.  A FOUR-LANE FREEWAY HAS
 FS0205'BEEN CONSTRUCTED ABOUT 0.3 MILE WEST OF THE STATION.
 FS0205'
 FS0205'R.M. NO. 1 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FS0205'
 FS0205'R.M. NO. 2 RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0204 ***********************************************************************
 FS0204  DESIGNATION -  GAUGE RM 1
 FS0204  PID         -  FS0204
 FS0204  STATE/COUNTY-  NV/CLARK
 FS0204  USGS QUAD   -  JEAN (1989)
 FS0204
 FS0204                         *CURRENT SURVEY CONTROL
 FS0204  ___________________________________________________________________
 FS0204* NAD 83(1986)-  35 48 38.     (N)    115 17 57.     (W)     SCALED    
 FS0204* NAVD 88     -       924.61   (+/-2cm)    3033.5    (feet)  VERTCON   
 FS0204  ___________________________________________________________________
 FS0204  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FS0204
 FS0204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0204
 FS0204.The horizontal coordinates were scaled from a topographic map and have
 FS0204.an estimated accuracy of +/- 6 seconds.
 FS0204
 FS0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0204.The vertical order pertains to the NGVD 29 superseded value.
 FS0204
 FS0204.The geoid height was determined by GEOID03.
 FS0204
 FS0204;                    North         East    Units  Estimated Accuracy
 FS0204;SPC NV E     - 8,117,690.      225,680.      MT  (+/- 180 meters Scaled)
 FS0204
 FS0204                          SUPERSEDED SURVEY CONTROL
 FS0204
 FS0204  NGVD 29 (??/??/92)  923.822  (m)         3030.91   (f) ADJ UNCH    2 0
 FS0204
 FS0204.Superseded values are not recommended for survey control.
 FS0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0204.See file dsdata.txt to determine how the superseded data were derived.
 FS0204
 FS0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV536642(NAD 83)
 FS0204_MARKER: DR = REFERENCE MARK DISK
 FS0204_SETTING: 80 = SET IN A BOULDER
 FS0204_SP_SET: BOULDER
 FS0204_STAMPING: GAUGE NO 1 1958
 FS0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0204+STABILITY: SURFACE MOTION
 FS0204
 FS0204  HISTORY     - Date     Condition        Report By
 FS0204  HISTORY     - 1958     MONUMENTED       CGS
 FS0204  HISTORY     - 19870512 POOR             USPSQD
 FS0204
 FS0204                          STATION DESCRIPTION
 FS0204
 FS0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0204'2.6 MI N FROM JEAN.
 FS0204'2.5 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 FS0204'HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN TO SOME VACANT BUILDINGS,
 FS0204'THENCE 0.05 MILE EAST TO SUMMIT OF A ROCKY KNOLL, 33.5 FEET
 FS0204'NORTH OF STATION MARK, 14.4 FEET NORTHWEST OF THE NORTHWEST
 FS0204'CORNER OF A OLD WELL COVERING, SET IN A DRILL HOLE IN A BOULDER.
 FS0204
 FS0204                          STATION RECOVERY (1987)
 FS0204
 FS0204'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 FS0204'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0206 ***********************************************************************
 FS0206  DESIGNATION -  GAUGE RM 2
 FS0206  PID         -  FS0206
 FS0206  STATE/COUNTY-  NV/CLARK
 FS0206  USGS QUAD   -  JEAN (1989)
 FS0206
 FS0206                         *CURRENT SURVEY CONTROL
 FS0206  ___________________________________________________________________
 FS0206* NAD 83(1986)-  35 48 38.     (N)    115 17 57.     (W)     SCALED    
 FS0206* NAVD 88     -       924.51   (+/-2cm)    3033.2    (feet)  VERTCON   
 FS0206  ___________________________________________________________________
 FS0206  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FS0206
 FS0206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0206
 FS0206.The horizontal coordinates were scaled from a topographic map and have
 FS0206.an estimated accuracy of +/- 6 seconds.
 FS0206
 FS0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0206.The vertical order pertains to the NGVD 29 superseded value.
 FS0206
 FS0206.The geoid height was determined by GEOID03.
 FS0206
 FS0206;                    North         East    Units  Estimated Accuracy
 FS0206;SPC NV E     - 8,117,690.      225,680.      MT  (+/- 180 meters Scaled)
 FS0206
 FS0206                          SUPERSEDED SURVEY CONTROL
 FS0206
 FS0206  NGVD 29 (??/??/92)  923.721  (m)         3030.57   (f) ADJ UNCH    2 0
 FS0206
 FS0206.Superseded values are not recommended for survey control.
 FS0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0206.See file dsdata.txt to determine how the superseded data were derived.
 FS0206
 FS0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV536642(NAD 83)
 FS0206_MARKER: DR = REFERENCE MARK DISK
 FS0206_SETTING: 80 = SET IN A BOULDER
 FS0206_SP_SET: BOULDER
 FS0206_STAMPING: GAUGE NO 2 1958
 FS0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0206+STABILITY: SURFACE MOTION
 FS0206
 FS0206  HISTORY     - Date     Condition        Report By
 FS0206  HISTORY     - 1958     MONUMENTED       CGS
 FS0206
 FS0206                          STATION DESCRIPTION
 FS0206
 FS0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0206'2.6 MI N FROM JEAN.
 FS0206'2.5 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 FS0206'HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN TO SOME VACANT BUILDINGS,
 FS0206'THENCE 0.05 MILE EAST TO SUMMIT OF A ROCKY KNOLL, 41.7 FEET SOUTH
 FS0206'OF THE SOUTH CORNER OF A OLD WELL COVERING, 28.95 FEET SOUTHEAST
 FS0206'OF STATION MARK, SET IN A DRILL HOLE IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5315 ***********************************************************************
 DE5315  DESIGNATION -  GCW1 GC WALLACE BASE
 DE5315  PID         -  DE5315
 DE5315  STATE/COUNTY-  NV/CLARK
 DE5315  USGS QUAD   -  LAS VEGAS NW (1983)
 DE5315
 DE5315                         *CURRENT SURVEY CONTROL
 DE5315  ___________________________________________________________________
 DE5315* NAD 83(1998)-  36 09 16.91972(N)    115 14 38.71597(W)     ADJUSTED  
 DE5315* NAVD 88     -       743.8    (meters)    2440.     (feet)  GPS OBS   
 DE5315  ___________________________________________________________________
 DE5315  EPOCH DATE  -        2000.35
 DE5315  X           -  -2,199,107.011 (meters)                     COMP
 DE5315  Y           -  -4,664,021.412 (meters)                     COMP
 DE5315  Z           -   3,742,487.699 (meters)                     COMP
 DE5315  LAPLACE CORR-          -7.15  (seconds)                    DEFLEC99
 DE5315  ELLIP HEIGHT-         716.01  (meters)          (06/11/02) GPS OBS
 DE5315  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DE5315
 DE5315  HORZ ORDER  -  B
 DE5315  ELLP ORDER  -  THIRD     CLASS II
 DE5315
 DE5315.The horizontal coordinates were established by GPS observations
 DE5315.and adjusted by the National Geodetic Survey in June 2002..
 DE5315.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DE5315.DATUM ITEM on the data sheet items page.
 DE5315.The horizontal coordinates are valid at the epoch date displayed above.
 DE5315.The epoch date for horizontal control is a decimal equivalence
 DE5315.of Year/Month/Day.
 DE5315
 DE5315.The orthometric height was determined by GPS observations and a
 DE5315.high-resolution geoid model.
 DE5315
 DE5315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5315
 DE5315.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5315
 DE5315.The ellipsoidal height was determined by GPS observations
 DE5315.and is referenced to NAD 83.
 DE5315
 DE5315.The geoid height was determined by GEOID03.
 DE5315
 DE5315;                    North         East     Units Scale Factor Converg.
 DE5315;SPC NV E     - 8,155,887.641   230,524.782   MT  0.99991148   +0 12 00.5
 DE5315;SPC NV E     -26,758,108.04    756,313.39   sFT  0.99991148   +0 12 00.5
 DE5315;UTM  11      - 4,002,535.355   657,954.113   MT  0.99990742   +1 02 10.1
 DE5315
 DE5315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5315!SPC NV E     -   0.99988764  x   0.99991148  =   0.99979913
 DE5315!UTM  11      -   0.99988764  x   0.99990742  =   0.99979507
 DE5315
 DE5315                          SUPERSEDED SURVEY CONTROL
 DE5315
 DE5315.No superseded survey control is available for this station.
 DE5315
 DE5315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA5795402535(NAD 83)
 DE5315_MARKER: Z = SEE DESCRIPTION
 DE5315_SETTING: 0 = UNSPECIFIED SETTING
 DE5315_MARK LOGO: GCWALL
 DE5315_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5315+STABILITY: SURFACE MOTION
 DE5315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5315+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE5315
 DE5315  HISTORY     - Date     Condition        Report By
 DE5315  HISTORY     - 2000     MONUMENTED       GCWALL
 DE5315
 DE5315                          STATION DESCRIPTION
 DE5315
 DE5315'DESCRIBED BY GC WALLACE INC 2000 (GCW)
 DE5315'THE MARK IS LOCATED ON THE ROOFTOP OF THE G.C. WALLACE, INC. BUILDING
 DE5315'LOCATED AT 1555 S. RAINBOW BLVD., LAS VEGAS, NV.  89146.
 DE5315'THE MARK IS A PERMANENT L1/L2 ANTENNA W/GROUND PLANE ATTACHED TO A
 DE5315'FIXED POLE.  THE FIXED POLE IS SECURED BY (3) STEEL BRACKETS BOLTED
 DE5315'AND EPOXIED ONTO ROOFTOP AND WIRED TO (3) ANCHOR BOLTS SECURED INTO
 DE5315'BUILDING TRUSSWORK.  GROUND PLANE (TOP) IS 1.67 METERS ABOVE ROOFTOP
 DE5315'AND IS ORIENTED TRUE NORTH.  FIXED BASE STATION HEIGHT IS ZERO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0733 ***********************************************************************
 MU0733  DESIGNATION -  GEE
 MU0733  PID         -  MU0733
 MU0733  STATE/COUNTY-  NV/HUMBOLDT
 MU0733  USGS QUAD   -  WINNEMUCCA MTN (1982)
 MU0733
 MU0733                         *CURRENT SURVEY CONTROL
 MU0733  ___________________________________________________________________
 MU0733* NAD 83(1994)-  41 01 10.45537(N)    117 52 30.18087(W)     ADJUSTED  
 MU0733* NAVD 88     -      1610.8    (meters)    5285.     (feet)  VERTCON   
 MU0733  ___________________________________________________________________
 MU0733  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 MU0733  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 MU0733
 MU0733  HORZ ORDER  -  THIRD
 MU0733
 MU0733.The horizontal coordinates were established by classical geodetic methods
 MU0733.and adjusted by the National Geodetic Survey in June 1998..
 MU0733
 MU0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0733
 MU0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0733
 MU0733.The geoid height was determined by GEOID03.
 MU0733
 MU0733;                    North         East     Units Scale Factor Converg.
 MU0733;SPC NV W     - 4,696,060.459   859,568.155   MT  0.99994366   +0 27 53.5
 MU0733;SPC NV W     -15,406,991.69  2,820,099.86   sFT  0.99994366   +0 27 53.5
 MU0733;UTM  11      - 4,541,298.367   426,428.305   MT  0.99966662   -0 34 27.6
 MU0733
 MU0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0733!SPC NV W     -   0.99975061  x   0.99994366  =   0.99969429
 MU0733!UTM  11      -   0.99975061  x   0.99966662  =   0.99941732
 MU0733
 MU0733                          SUPERSEDED SURVEY CONTROL
 MU0733
 MU0733  NAD 83(1986)-  41 01 10.46100(N)    117 52 30.17301(W) AD(       ) 3
 MU0733  NGVD 29 (07/11/94) 1609.8    (m)         5281.     (f) VERT ANG       
 MU0733
 MU0733.Superseded values are not recommended for survey control.
 MU0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0733.See file dsdata.txt to determine how the superseded data were derived.
 MU0733
 MU0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF2642841298(NAD 83)
 MU0733_MARKER: Z = SEE DESCRIPTION
 MU0733_SETTING: 0 = UNSPECIFIED SETTING
 MU0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0733
 MU0733  HISTORY     - Date     Condition        Report By
 MU0733  HISTORY     - 1957     MONUMENTED       USGS
 MU0733
 MU0733                          STATION DESCRIPTION
 MU0733
 MU0733'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MU0733'LOCATED ABOUT 6.5 MI. W. AND 4.7 MI. N. OF WINNEMUCCA, 0.5 MI. SW. OF
 MU0733'THE GEE MINE ON A BARE TOP.
 MU0733'
 MU0733'TO REACH FROM WINNEMUCCA POST OFFICE, DRIVE N. ON MELARKEY ST. AND
 MU0733'U.S. HIGHWAY 95 FOR 0.6 MI. TO JUNGO-SULPHUR RD., TURN LEFT FOR 6.1
 MU0733'MI. TO RD. FORKS, TAKE RIGHT FORK 3 MI. TO RD. FORKS, TAKE RIGHT FORK
 MU0733'1.2 MI. TO RD. FORKS, TAKE LEFT FORK UP DRAW 0.2 MI., TAKE DIM LEFT
 MU0733'FORK UP CANYON ABOUT 100 FT. BEFORE REACHING SEVERAL ABANDONED MINING
 MU0733'BUILDINGS, CONTINUE 0.3 MI. UP RD. TO SADDLE, WITH FOUR-WHEEL DRIVE
 MU0733'LEAVE RD. AND CLIMB HILL TO SW. FOR 0.3 MI. TO TOP AND STATION.
 MU0733'
 MU0733'STATION MARK--A 1-1/2 IN. IRON PIPE WITH PIPE CAP STAMPED----GEE---
 MU0733'SET IN CONCRETE POST, TOP OF PIPE IS 1.7 FT. ABOVE GROUND.
 MU0733'
 MU0733'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED----
 MU0733'GEE NO 1 1957----CEMENTED IN ROCK, 10.08 FT. FROM STATION MARK
 MU0733'28 DEGREES 46 MINUTES.
 MU0733'
 MU0733'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED----
 MU0733'GEE NO 2 1957----CEMENTED IN ROCK, 18.67 FT. FROM STATION MARK
 MU0733'275 DEGREES 42 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0625 ***********************************************************************
 LS0625  DESIGNATION -  GENERAL LAND OFFICE
 LS0625  PID         -  LS0625
 LS0625  STATE/COUNTY-  NV/PERSHING
 LS0625  USGS QUAD   -  ROCKY CANYON (1982)
 LS0625
 LS0625                         *CURRENT SURVEY CONTROL
 LS0625  ___________________________________________________________________
 LS0625* NAD 83(1994)-  40 30 56.78567(N)    118 37 36.06240(W)     ADJUSTED  
 LS0625* NAVD 88     -      1434.     (meters)    4705.     (feet)  SCALED    
 LS0625  ___________________________________________________________________
 LS0625  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 LS0625  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 LS0625
 LS0625  HORZ ORDER  -  FIRST
 LS0625
 LS0625.The horizontal coordinates were established by classical geodetic methods
 LS0625.and adjusted by the National Geodetic Survey in June 1998..
 LS0625
 LS0625.The orthometric height was scaled from a topographic map.
 LS0625
 LS0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0625
 LS0625.The geoid height was determined by GEOID03.
 LS0625
 LS0625;                    North         East     Units Scale Factor Converg.
 LS0625;SPC NV W     - 4,639,878.922   796,326.489   MT  0.99990017   -0 01 41.4
 LS0625;SPC NV W     -15,222,669.43  2,612,614.49   sFT  0.99990017   -0 01 41.4
 LS0625;UTM  11      - 4,486,276.683   362,194.155   MT  0.99983376   -1 03 25.0
 LS0625
 LS0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0625!SPC NV W     -   0.99977857  x   0.99990017  =   0.99967876
 LS0625!UTM  11      -   0.99977857  x   0.99983376  =   0.99961237
 LS0625
 LS0625|---------------------------------------------------------------------|
 LS0625| PID    Reference Object                     Distance      Geod. Az  |
 LS0625|                                                           dddmmss.s |
 LS0625| DB7333 GENERAL LAND OFFICE RM 1             10.521 METERS 07917     |
 LS0625| DB7334 GENERAL LAND OFFICE RM 2              9.840 METERS 18534     |
 LS0625| LS0612 SEVEN TROUGHS MINE WATER TANK       APPROX.14.7 KM 2371055.7 |
 LS0625|---------------------------------------------------------------------|
 LS0625
 LS0625                          SUPERSEDED SURVEY CONTROL
 LS0625
 LS0625  NAD 83(1986)-  40 30 56.79181(N)    118 37 36.06021(W) AD(       ) 1
 LS0625  NAD 27      -  40 30 57.13700(N)    118 37 32.49700(W) AD(       ) 1
 LS0625
 LS0625.Superseded values are not recommended for survey control.
 LS0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0625.See file dsdata.txt to determine how the superseded data were derived.
 LS0625
 LS0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE6219486277(NAD 83)
 LS0625_MARKER: P = PIPE CAP
 LS0625_SETTING: 0 = UNSPECIFIED SETTING
 LS0625
 LS0625  HISTORY     - Date     Condition        Report By
 LS0625  HISTORY     - 1935     MONUMENTED       USGLO
 LS0625  HISTORY     - 1970     GOOD             USAF
 LS0625
 LS0625                          STATION DESCRIPTION
 LS0625
 LS0625'DESCRIBED BY US GENERAL LAND OFFICE 1935 (CP)
 LS0625'STATION IS ABOUT 24 MILES, AIRLINE, NNW OF LOVELOCK, AT THE N
 LS0625'END OF LARGE VALLEY LYING BETWEEN THE SEVEN TROUGHS RANGE
 LS0625'AND TRINITY RANGE, JUST S OF ROCKY RANGE, 3-1/4 MILES, AIRLINE,
 LS0625'E OF THE SCOSSA ROAD, AND 10 FEET N OF TRACK ROAD LEADING
 LS0625'INTO ROCKY MOUNTAINS.
 LS0625'
 LS0625'STATION IS MARKED BY A 2-INCH IRON GLO PIPE PROJECTING 16
 LS0625'INCHES ABOVE GROUND.  IT IS ALSO MARKED S 29, S 28, S 32, S 33.
 LS0625'
 LS0625'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN A BOULDER.
 LS0625'
 LS0625'REACHED FROM LOVELOCK BY TAKING ROAD PASSING COURTHOUSE AND
 LS0625'SCHOOLHOUSE N FOR 1.5 MILES.  TURN LEFT AND GO W AND NW 16.7
 LS0625'MILES.  TAKE RIGHT FORK, SCOSSA ROAD, AND GO 11.1 MILES TO
 LS0625'SIGN VULCAN.  CONTINUE N ON MAIN ROAD FOR 0.5 MILE.  TURN
 LS0625'RIGHT AND GO E ON TRACK ROAD THAT PASSES TO S OF LOW HILLS FOR
 LS0625'3.4 MILES TO STATION JUST N OF ROAD.
 LS0625
 LS0625                          STATION RECOVERY (1970)
 LS0625
 LS0625'RECOVERY NOTE BY US AIR FORCE 1970 (TGO)
 LS0625'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1684 ***********************************************************************
 KR1684  DESIGNATION -  GENOA PEAK
 KR1684  PID         -  KR1684
 KR1684  STATE/COUNTY-  NV/DOUGLAS
 KR1684  USGS QUAD   -  GLENBROOK (1992)
 KR1684
 KR1684                         *CURRENT SURVEY CONTROL
 KR1684  ___________________________________________________________________
 KR1684* NAD 83(1994)-  39 02 34.80809(N)    119 52 53.00482(W)     ADJUSTED  
 KR1684* NAVD 88     -      2790.     (meters)    9154.     (feet)  SCALED    
 KR1684  ___________________________________________________________________
 KR1684  LAPLACE CORR-          -7.40  (seconds)                    DEFLEC99
 KR1684  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 KR1684
 KR1684  HORZ ORDER  -  FIRST
 KR1684
 KR1684.The horizontal coordinates were established by classical geodetic methods
 KR1684.and adjusted by the National Geodetic Survey in June 1998..
 KR1684
 KR1684.The orthometric height was scaled from a topographic map.
 KR1684
 KR1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1684
 KR1684.The geoid height was determined by GEOID03.
 KR1684
 KR1684;                    North         East     Units Scale Factor Converg.
 KR1684;SPC NV W     - 4,477,173.812   687,631.325   MT  1.00005543   -0 49 03.8
 KR1684;SPC NV W     -14,688,861.08  2,256,003.77   sFT  1.00005543   -0 49 03.8
 KR1684;SPC CA 2     -   654,918.243 2,183,384.190   MT  0.99991494   +1 20 08.6
 KR1684;SPC CA 2     - 2,148,677.60  7,163,319.63   sFT  0.99991494   +1 20 08.6
 KR1684;UTM  11      - 4,325,500.277   250,624.540   MT  1.00036581   -1 48 57.4
 KR1684
 KR1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1684!SPC NV W     -   0.99956620  x   1.00005543  =   0.99962160
 KR1684!SPC CA 2     -   0.99956620  x   0.99991494  =   0.99948117
 KR1684!UTM  11      -   0.99956620  x   1.00036581  =   0.99993185
 KR1684
 KR1684:                Primary Azimuth Mark                     Grid Az
 KR1684:SPC NV W     -  GENOA PEAK AZ MK                         017 08 25.9
 KR1684:SPC CA 2     -  GENOA PEAK AZ MK                         014 59 13.5
 KR1684:UTM  11      -  GENOA PEAK AZ MK                         018 08 19.5
 KR1684
 KR1684|---------------------------------------------------------------------|
 KR1684| PID    Reference Object                     Distance      Geod. Az  |
 KR1684|                                                           dddmmss.s |
 KR1684| DB7335 GENOA PEAK AZ MK                                   0161922.1 |
 KR1684| DB7336 GENOA PEAK RM 1                       4.893 METERS 04157     |
 KR1684| DB7337 GENOA PEAK RM 2                       8.753 METERS 10233     |
 KR1684|---------------------------------------------------------------------|
 KR1684
 KR1684                          SUPERSEDED SURVEY CONTROL
 KR1684
 KR1684  NAD 83(1992)-  39 02 34.80643(N)    119 52 53.00249(W) AD(       ) 1
 KR1684  NAD 83(1986)-  39 02 34.78193(N)    119 52 52.97487(W) AD(       ) 1
 KR1684  NAD 27      -  39 02 35.10900(N)    119 52 49.33400(W) AD(       ) 1
 KR1684
 KR1684.Superseded values are not recommended for survey control.
 KR1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1684.See file dsdata.txt to determine how the superseded data were derived.
 KR1684
 KR1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5062525500(NAD 83)
 KR1684_MARKER: Z = SEE DESCRIPTION
 KR1684_SETTING: 0 = UNSPECIFIED SETTING
 KR1684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1684
 KR1684  HISTORY     - Date     Condition        Report By
 KR1684  HISTORY     - 1893     MONUMENTED       CGS
 KR1684  HISTORY     - 1897     SEE DESCRIPTION  CGS
 KR1684  HISTORY     - 1940     SEE DESCRIPTION  CGS
 KR1684  HISTORY     - 1954     GOOD             USGS
 KR1684
 KR1684                          STATION DESCRIPTION
 KR1684
 KR1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1897
 KR1684'ON A BARE ROCKY SUMMIT OF THE MOUNTAIN RANGE ALONG THE EAST
 KR1684'SIDE OF LAKE TAHOE ABOUT 5 MILES SOUTHEAST OF GLENBROOK,
 KR1684'3-1/2 MILES EAST OF CAVE ROCK, AND JUST NORTHWEST OF THE TOWN
 KR1684'OF GENOA, WHICH IT OVERLOOKS.  THE PEAK IS VERY CONSPICUOUS
 KR1684'FROM CARSON VALLEY.  THE STATION IS MARKED BY A COPPER BOLT
 KR1684'IN A LOOSE STONE AT THE CENTER OF THE BASE OF A PILE OF STONES.
 KR1684
 KR1684                          STATION RECOVERY (1940)
 KR1684
 KR1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JCS)
 KR1684'STATION IS LOCATED ON A BARE ROCKY SUMMIT OF THE MOUNTAIN
 KR1684'RANGE ALONG THE EAST SIDE OF LAKE TAHOE, ABOUT 10 MILES
 KR1684'SOUTHWEST OF CARSON CITY, NEVADA.  KNOWN LOCALLY AS GENOA PEAK.
 KR1684'
 KR1684'REACHED FROM THE JUNCTION OF U.S. HIGHWAY NO. 50 AND STATE
 KR1684'HIGHWAY C-89 (CALLED THE Y, 4 MILES NORTH OF MEYERS, CALIFORNIA)
 KR1684'BY FOLLOWING U.S. NO. 50 NORTHEAST FOR 14.8 MILES TO ROAD
 KR1684'LEADING LEFT TO GLENBROOK, UNDER LARGE GLENBROOK INN SIGN.
 KR1684'CONTINUE ON U.S. NO. 50 NORTHEAST UP GRADE FOR 2.8 MILES TO
 KR1684'SHEET IRON BUILDINGS OF STATE HIGHWAY DEPARTMENT WITH WIRE FENCE
 KR1684'ON RIGHT.  THIS POINT IS A 0.1 MILE BEFORE REACHING JUNCTION
 KR1684'WITH STATE HIGHWAY NO. N-28.  TURN RIGHT, EAST, ALONG NORTH
 KR1684'SIDE OF WIRE FENCE TO CORNER.  THENCE RIGHT, SOUTH, ALONG
 KR1684'EAST SIDE OF FENCE AND FOLLOW DIRT ROAD INTO MOUNTAINS 1.8
 KR1684'MILES TO A MEADOW WITH SHEEP CAMP ON LEFT.  CONTINUE
 KR1684'ACROSS MEADOW AND PASS SIGN GENOA PK.  CONTINUE 0.1 MILE TO
 KR1684'GATE.  THENCE CONTINUE SOUTH 0.1 MILE.  THENCE LEFT FORK
 KR1684'MAIN TRAVELED ROAD SOUTH FOR 0.6 MILE TO FORKS.  TAKE RIGHT
 KR1684'FORK STRAIGHT AHEAD FOR 1.4 MILES TO FORK AT EDGE OF SKUNK
 KR1684'CABBAGE MEADOW, AND OLD WELL TO THE RIGHT.  KEEP LEFT
 KR1684'FORK AND FOLLOW UP STEEP GRADE 0.5 MILE TO TOP OF SADDLE
 KR1684'AND END OF TRUCK TRAVEL.  FROM HERE THE STATION IS VISIBLE ON
 KR1684'HIGHEST CONICAL PEAK ALMOST DUE SOUTH ACROSS CANYON,
 KR1684'ABOUT 1 MILE DISTANT.  FROM END OF TRUCK TRAVEL PACK ALONG
 KR1684'RIDGE IN WESTERLY DIRECTION FOR ABOUT 0.3 MILE THENCE
 KR1684'SOUTH UP STEEP SLOPE OF MOUNTAIN TO TOP AND STATION.  1 HOUR
 KR1684'BACK PACK.
 KR1684'
 KR1684'STATION IS MARKED BY A COPPER BOLT IN A ROCK.  THE ROCK PROJECTS
 KR1684'ABOUT A FOOT ABOVE THE GROUND AND THE BOLT ABOUT 1 INCH ABOVE
 KR1684'THE SURFACE OF THE ROCK.
 KR1684'
 KR1684'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN BEDROCK ABOUT
 KR1684'16 FEET NORTHEAST OF STATION ABOUT 4 FEET LOWER THAN STATION
 KR1684'MARK.  STAMPED GENOA PEAK 1940.
 KR1684'
 KR1684'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN BEDROCK ABOUT
 KR1684'28 FEET EAST SOUTHEAST OF STATION ABOUT 5 FEET LOWER THAN
 KR1684'STATION.  STAMPED GENOA PEAK 1940.
 KR1684'
 KR1684'AZIMUTH MARK IS A STANDARD DISK SET IN BEDROCK ABOUT 1 MILE
 KR1684'NORTH NORTHEAST OF STATION ABOUT 100 YARDS WEST SOUTHWEST OF
 KR1684'END OF TRUCK TRAVEL.  STAMPED GENOA PEAK 1940.
 KR1684
 KR1684                          STATION RECOVERY (1954)
 KR1684
 KR1684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KR1684'ALL MARKS ARE IN GOOD CONDITION EXCEPT STATION MARK IS IN A LOOSE
 KR1684'ROCK.  FROM MEASUREMENTS TO RMS IT APPEARS THAT STATION MARK HAS
 KR1684'BEEN MOVED.  THE RD. DESCRIBED BY NGS NOW GOES FURTHER S. AND IT
 KR1684'IS ONLY A 1/2-HOUR PACK FROM THE RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0219 ***********************************************************************
 LR0219  DESIGNATION -  GENT
 LR0219  PID         -  LR0219
 LR0219  STATE/COUNTY-  NV/LANDER
 LR0219  USGS QUAD   -  ARGENTA (1985)
 LR0219
 LR0219                         *CURRENT SURVEY CONTROL
 LR0219  ___________________________________________________________________
 LR0219* NAD 83(1994)-  40 40 17.81196(N)    116 42 30.84818(W)     ADJUSTED  
 LR0219* NAVD 88     -      1409.075  (meters)    4622.94   (feet)  ADJUSTED  
 LR0219  ___________________________________________________________________
 LR0219  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 LR0219  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 LR0219  DYNAMIC HT  -        1407.946 (meters)    4619.24  (feet)  COMP
 LR0219  MODELED GRAV-     979,774.9   (mgal)                       NAVD 88
 LR0219
 LR0219  HORZ ORDER  -  SECOND
 LR0219  VERT ORDER  -  FIRST     CLASS II
 LR0219
 LR0219.The horizontal coordinates were established by classical geodetic methods
 LR0219.and adjusted by the National Geodetic Survey in June 1998..
 LR0219
 LR0219.The orthometric height was determined by differential leveling
 LR0219.and adjusted by the National Geodetic Survey in June 1991..
 LR0219
 LR0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0219
 LR0219.The geoid height was determined by GEOID03.
 LR0219
 LR0219.The dynamic height is computed by dividing the NAVD 88
 LR0219.geopotential number by the normal gravity value computed on the
 LR0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0219.degrees latitude (g = 980.6199 gals.).
 LR0219
 LR0219.The modeled gravity was interpolated from observed gravity values.
 LR0219
 LR0219;                    North         East     Units Scale Factor Converg.
 LR0219;SPC NV C     - 6,657,182.622   496,457.460   MT  0.99990015   -0 01 38.3
 LR0219;SPC NV C     -21,841,106.65  1,628,794.18   sFT  0.99990015   -0 01 38.3
 LR0219;SPC NV E     - 8,657,790.626   104,868.365   MT  1.00001136   -0 44 00.2
 LR0219;SPC NV E     -28,404,768.08    344,055.63   sFT  1.00001136   -0 44 00.2
 LR0219;UTM  11      - 4,502,345.015   524,631.056   MT  0.99960747   +0 11 23.8
 LR0219
 LR0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0219!SPC NV C     -   0.99978214  x   0.99990015  =   0.99968231
 LR0219!SPC NV E     -   0.99978214  x   1.00001136  =   0.99979350
 LR0219!UTM  11      -   0.99978214  x   0.99960747  =   0.99938969
 LR0219
 LR0219:                Primary Azimuth Mark                     Grid Az
 LR0219:SPC NV C     -  R 351                                    040 12 24.4
 LR0219:SPC NV E     -  R 351                                    040 54 46.3
 LR0219:UTM  11      -  R 351                                    039 59 22.3
 LR0219
 LR0219|---------------------------------------------------------------------|
 LR0219| PID    Reference Object                     Distance      Geod. Az  |
 LR0219|                                                           dddmmss.s |
 LR0219| LR0217 R 351                                              0401046.1 |
 LR0219| LR0918 GENT RM 3                           100.043 METERS 05440     |
 LR0219| LR0218 GENT RM 1                            11.598 METERS 06416     |
 LR0219| LR0220 GENT RM 2                            15.148 METERS 17502     |
 LR0219|---------------------------------------------------------------------|
 LR0219
 LR0219                          SUPERSEDED SURVEY CONTROL
 LR0219
 LR0219  NAD 83(1986)-  40 40 17.81450(N)    116 42 30.83747(W) AD(       ) 2
 LR0219  NAD 27      -  40 40 18.13440(N)    116 42 27.50020(W) AD(       ) 2
 LR0219  NGVD 29 (??/??/92) 1408.007  (m)         4619.44   (f) ADJ UNCH    1 2
 LR0219
 LR0219.Superseded values are not recommended for survey control.
 LR0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0219.See file dsdata.txt to determine how the superseded data were derived.
 LR0219
 LR0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF2463102345(NAD 83)
 LR0219_MARKER: DS = TRIANGULATION STATION DISK
 LR0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0219_STAMPING: GENT 1958
 LR0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0219+STABILITY: SURFACE MOTION
 LR0219
 LR0219  HISTORY     - Date     Condition        Report By
 LR0219  HISTORY     - 1958     MONUMENTED       CGS
 LR0219  HISTORY     - 1958     GOOD             CGS
 LR0219
 LR0219                          STATION DESCRIPTION
 LR0219
 LR0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0219'THE STATION IS ABOUT 14 MILES EAST OF BATTLE MOUNTAIN, 0.2
 LR0219'MILE SOUTHWEST OF ARGENTA, AND ABOUT 0.1 MILE SOUTH OF
 LR0219'U.S. HIGHWAY 40.
 LR0219'
 LR0219'TO REACH FROM THE ARGENTA RAILROAD SIDING (14 MILES EASTERLY
 LR0219'ALONG THE HIGHWAY FROM BATTLE MOUNTAIN), GO EAST ON U.S.
 LR0219'HIGHWAY 40 FOR 0.1 MILE TO A STEEL GATE ON RIGHT.  TURN RIGHT
 LR0219'(SOUTH) THROUGH GATE THEN RIGHT (WEST) ALONG FENCE LINE FOR
 LR0219'0.2 MILE, THENCE LEFT ABOUT 100 YARDS TO STATION.
 LR0219'
 LR0219'THE STATION, UNDERGROUND AND REFERENCE MARKS 1 AND 2 ARE
 LR0219'STANDARD DISKS SET IN ROUND CONCRETE POSTS PROJECTING ABOUT 3
 LR0219'INCHES.  THE STATION MARK IS STAMPED GENT 1958, WITH THE
 LR0219'REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2.
 LR0219'
 LR0219'THE STATION MARK IS 7 FEET SOUTH OF A METAL WITNESS POST WITH
 LR0219'SIGN.
 LR0219'
 LR0219'REFERENCE MARK 3, STAMPED GENT NO 3 1958, IS SET IN THE TOP OF A
 LR0219'4 INCH SOIL PIPE THAT PROJECTS ABOUT 4 INCHES AND IS SURROUNDED
 LR0219'BY CONCRETE.  IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 LR0219'
 LR0219'THE AZIMUTH MARK, STAMPED R 351 1953, IS A STANDARD BENCH MARK
 LR0219'DISK SET IN A ROUND CONCRETE POST PROJECTING 0.4 FOOT, AND AT
 LR0219'THE ARGENTA RAILROAD SIDING.  ABOUT 29 FEET SOUTH OF THE
 LR0219'SOUTH RAIL OF THE TRACK, 1-1/2 FEET NORTH OF A WITNESS POST,
 LR0219'AND ABOUT 8 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A WATER
 LR0219'TANK.
 LR0219'
 LR0219'STATION GENT IS NOT VISIBLE FROM GROUND, BUT IS FROM REFERENCE
 LR0219'MARK NO. 3.
 LR0219
 LR0219                          STATION RECOVERY (1958)
 LR0219
 LR0219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0219'0.3 MI SW FROM ARGENTA.
 LR0219'0.1 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE ARGENTA RAILROAD SIDING
 LR0219'TO A GATE ON THE RIGHT, THENCE WEST 0.2 MILE, 49.70 FEET NORTHWEST OF
 LR0219'R.M. 2, 38.05 FEET SOUTHWEST OF R.M. 1, 7.0 FEET SOUTH OF A METAL
 LR0219'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE
 LR0219'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0218 ***********************************************************************
 LR0218  DESIGNATION -  GENT RM 1
 LR0218  PID         -  LR0218
 LR0218  STATE/COUNTY-  NV/LANDER
 LR0218  USGS QUAD   -  ARGENTA (1985)
 LR0218
 LR0218                         *CURRENT SURVEY CONTROL
 LR0218  ___________________________________________________________________
 LR0218* NAD 83(1986)-  40 40 18.     (N)    116 42 31.     (W)     SCALED    
 LR0218* NAVD 88     -      1408.939  (meters)    4622.49   (feet)  ADJUSTED  
 LR0218  ___________________________________________________________________
 LR0218  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 LR0218  DYNAMIC HT  -        1407.811 (meters)    4618.79  (feet)  COMP
 LR0218  MODELED GRAV-     979,775.3   (mgal)                       NAVD 88
 LR0218
 LR0218  VERT ORDER  -  FIRST     CLASS II
 LR0218
 LR0218.The horizontal coordinates were scaled from a topographic map and have
 LR0218.an estimated accuracy of +/- 6 seconds.
 LR0218
 LR0218.The orthometric height was determined by differential leveling
 LR0218.and adjusted by the National Geodetic Survey in June 1991..
 LR0218
 LR0218.The geoid height was determined by GEOID03.
 LR0218
 LR0218.The dynamic height is computed by dividing the NAVD 88
 LR0218.geopotential number by the normal gravity value computed on the
 LR0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0218.degrees latitude (g = 980.6199 gals.).
 LR0218
 LR0218.The modeled gravity was interpolated from observed gravity values.
 LR0218
 LR0218;                    North         East    Units  Estimated Accuracy
 LR0218;SPC NV C     - 6,657,190.      496,450.      MT  (+/- 180 meters Scaled)
 LR0218
 LR0218                          SUPERSEDED SURVEY CONTROL
 LR0218
 LR0218  NGVD 29 (??/??/92) 1407.872  (m)         4618.99   (f) ADJ UNCH    1 2
 LR0218
 LR0218.Superseded values are not recommended for survey control.
 LR0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0218.See file dsdata.txt to determine how the superseded data were derived.
 LR0218
 LR0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF246023(NAD 83)
 LR0218_MARKER: DR = REFERENCE MARK DISK
 LR0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0218_STAMPING: GENT NO 1 1958
 LR0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0218+STABILITY: SURFACE MOTION
 LR0218
 LR0218  HISTORY     - Date     Condition        Report By
 LR0218  HISTORY     - 1958     MONUMENTED       CGS
 LR0218
 LR0218                          STATION DESCRIPTION
 LR0218
 LR0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0218'0.3 MI SW FROM ARGENTA.
 LR0218'0.1 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE ARGENTA RAILROAD SIDING
 LR0218'TO A GATE ON THE RIGHT, THENCE WEST 0.2 MILE, 38.05 FEET NORTHEAST OF
 LR0218'STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE
 LR0218'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0220 ***********************************************************************
 LR0220  DESIGNATION -  GENT RM 2
 LR0220  PID         -  LR0220
 LR0220  STATE/COUNTY-  NV/LANDER
 LR0220  USGS QUAD   -  ARGENTA (1985)
 LR0220
 LR0220                         *CURRENT SURVEY CONTROL
 LR0220  ___________________________________________________________________
 LR0220* NAD 83(1986)-  40 40 18.     (N)    116 42 31.     (W)     SCALED    
 LR0220* NAVD 88     -      1409.579  (meters)    4624.59   (feet)  ADJUSTED  
 LR0220  ___________________________________________________________________
 LR0220  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 LR0220  DYNAMIC HT  -        1408.450 (meters)    4620.89  (feet)  COMP
 LR0220  MODELED GRAV-     979,775.3   (mgal)                       NAVD 88
 LR0220
 LR0220  VERT ORDER  -  FIRST     CLASS II
 LR0220
 LR0220.The horizontal coordinates were scaled from a topographic map and have
 LR0220.an estimated accuracy of +/- 6 seconds.
 LR0220
 LR0220.The orthometric height was determined by differential leveling
 LR0220.and adjusted by the National Geodetic Survey in June 1991..
 LR0220
 LR0220.The geoid height was determined by GEOID03.
 LR0220
 LR0220.The dynamic height is computed by dividing the NAVD 88
 LR0220.geopotential number by the normal gravity value computed on the
 LR0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0220.degrees latitude (g = 980.6199 gals.).
 LR0220
 LR0220.The modeled gravity was interpolated from observed gravity values.
 LR0220
 LR0220;                    North         East    Units  Estimated Accuracy
 LR0220;SPC NV C     - 6,657,190.      496,450.      MT  (+/- 180 meters Scaled)
 LR0220
 LR0220                          SUPERSEDED SURVEY CONTROL
 LR0220
 LR0220  NGVD 29 (??/??/92) 1408.512  (m)         4621.09   (f) ADJ UNCH    1 2
 LR0220
 LR0220.Superseded values are not recommended for survey control.
 LR0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0220.See file dsdata.txt to determine how the superseded data were derived.
 LR0220
 LR0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF246023(NAD 83)
 LR0220_MARKER: DR = REFERENCE MARK DISK
 LR0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0220_STAMPING: GENT NO 2 1958
 LR0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0220+STABILITY: SURFACE MOTION
 LR0220
 LR0220  HISTORY     - Date     Condition        Report By
 LR0220  HISTORY     - 1958     MONUMENTED       CGS
 LR0220
 LR0220                          STATION DESCRIPTION
 LR0220
 LR0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0220'0.3 MI SW FROM ARGENTA.
 LR0220'0.1 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE ARGENTA RAILROAD SIDING
 LR0220'TO A GATE ON THE RIGHT, THENCE 0.2 MILE WEST, 49.70 FEET SOUTHEAST OF
 LR0220'THE STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES
 LR0220'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0918 ***********************************************************************
 LR0918  DESIGNATION -  GENT RM 3
 LR0918  PID         -  LR0918
 LR0918  STATE/COUNTY-  NV/LANDER
 LR0918  USGS QUAD   -  ARGENTA (1985)
 LR0918
 LR0918                         *CURRENT SURVEY CONTROL
 LR0918  ___________________________________________________________________
 LR0918* NAD 83(1994)-  40 40 19.68762(N)    116 42 27.37319(W)     ADJUSTED  
 LR0918* NAVD 88     -      1407.9    (meters)    4619.     (feet)  VERTCON   
 LR0918  ___________________________________________________________________
 LR0918  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 LR0918  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 LR0918
 LR0918  HORZ ORDER  -  SECOND
 LR0918
 LR0918.The horizontal coordinates were established by classical geodetic methods
 LR0918.and adjusted by the National Geodetic Survey in June 1998..
 LR0918
 LR0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0918
 LR0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0918
 LR0918.The geoid height was determined by GEOID03.
 LR0918
 LR0918;                    North         East     Units Scale Factor Converg.
 LR0918;SPC NV C     - 6,657,240.436   496,539.094   MT  0.99990015   -0 01 36.0
 LR0918;SPC NV C     -21,841,296.33  1,629,062.01   sFT  0.99990015   -0 01 36.0
 LR0918;SPC NV E     - 8,657,847.435   104,950.714   MT  1.00001117   -0 43 58.0
 LR0918;SPC NV E     -28,404,954.46    344,325.80   sFT  1.00001117   -0 43 58.0
 LR0918;UTM  11      - 4,502,403.121   524,712.447   MT  0.99960752   +0 11 26.0
 LR0918
 LR0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0918!SPC NV C     -   0.99978233  x   0.99990015  =   0.99968250
 LR0918!SPC NV E     -   0.99978233  x   1.00001117  =   0.99979350
 LR0918!UTM  11      -   0.99978233  x   0.99960752  =   0.99938993
 LR0918
 LR0918|---------------------------------------------------------------------|
 LR0918| PID    Reference Object                     Distance      Geod. Az  |
 LR0918|                                                           dddmmss.s |
 LR0918| LR0219 GENT                                100.043 METERS 23440     |
 LR0918|---------------------------------------------------------------------|
 LR0918
 LR0918                          SUPERSEDED SURVEY CONTROL
 LR0918
 LR0918  NAD 83(1986)-  40 40 19.69015(N)    116 42 27.36251(W) AD(       ) 2
 LR0918  NAD 27      -  40 40 20.01020(N)    116 42 24.02540(W) AD(       ) 2
 LR0918  NGVD 29 (07/19/86) 1406.8    (m)         4615.     (f) VERT ANG       
 LR0918
 LR0918.Superseded values are not recommended for survey control.
 LR0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0918.See file dsdata.txt to determine how the superseded data were derived.
 LR0918
 LR0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF2471202403(NAD 83)
 LR0918_MARKER: DS = TRIANGULATION STATION DISK
 LR0918_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LR0918_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LR0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0918
 LR0918  HISTORY     - Date     Condition        Report By
 LR0918  HISTORY     - 1958     MONUMENTED       CGS
 LR0918
 LR0918                          STATION DESCRIPTION
 LR0918
 LR0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 LR0918'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED GENT NO 3
 LR0918'1958, SET IN THE TOP OF A CONCRETE FILLED SECTION OF ORANGEBURG
 LR0918'SOIL PIPE WHICH PROJECTS 4-INCHES ABOVE GROUND.  THIS REFERENCE
 LR0918'MARK WAS OCCUPIED AS AN ECCENTRIC STATION, REQUIRED TO SEE
 LR0918'ARGEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0581 ***********************************************************************
 JQ0581  DESIGNATION -  GEORGE
 JQ0581  PID         -  JQ0581
 JQ0581  STATE/COUNTY-  NV/NYE
 JQ0581  USGS QUAD   -  SAULSBURY BASIN (1971)
 JQ0581
 JQ0581                         *CURRENT SURVEY CONTROL
 JQ0581  ___________________________________________________________________
 JQ0581* NAD 83(1994)-  38 21 32.74449(N)    116 46 39.57155(W)     ADJUSTED  
 JQ0581* NAVD 88     -      2842.0    (meters)    9324.     (feet)  VERTCON   
 JQ0581  ___________________________________________________________________
 JQ0581  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 JQ0581  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 JQ0581
 JQ0581  HORZ ORDER  -  SECOND
 JQ0581
 JQ0581.The horizontal coordinates were established by classical geodetic methods
 JQ0581.and adjusted by the National Geodetic Survey in June 1998..
 JQ0581
 JQ0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0581
 JQ0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0581
 JQ0581.The geoid height was determined by GEOID03.
 JQ0581
 JQ0581;                    North         East     Units Scale Factor Converg.
 JQ0581;SPC NV C     - 6,400,465.048   490,299.988   MT  0.99990116   -0 04 08.0
 JQ0581;SPC NV C     -20,998,859.08  1,608,592.54   sFT  0.99990116   -0 04 08.0
 JQ0581;SPC NV E     - 8,401,134.397    95,621.724   MT  1.00003413   -0 44 28.5
 JQ0581;SPC NV E     -27,562,721.77    313,718.94   sFT  1.00003413   -0 44 28.5
 JQ0581;UTM  11      - 4,245,682.045   519,425.405   MT  0.99960465   +0 08 16.7
 JQ0581
 JQ0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0581!SPC NV C     -   0.99955797  x   0.99990116  =   0.99945917
 JQ0581!SPC NV E     -   0.99955797  x   1.00003413  =   0.99959208
 JQ0581!UTM  11      -   0.99955797  x   0.99960465  =   0.99916279
 JQ0581
 JQ0581:                Primary Azimuth Mark                     Grid Az
 JQ0581:SPC NV C     -  BARLEY                                   021 53 46.1
 JQ0581:SPC NV E     -  BARLEY                                   022 34 06.6
 JQ0581:UTM  11      -  BARLEY                                   021 41 21.4
 JQ0581
 JQ0581|---------------------------------------------------------------------|
 JQ0581| PID    Reference Object                     Distance      Geod. Az  |
 JQ0581|                                                           dddmmss.s |
 JQ0581| JQ0583 BARLEY                              APPROX.31.0 KM 0214938.1 |
 JQ0581| DD5897 GEORGE RM 1                           6.743 METERS 05841     |
 JQ0581| DD5898 GEORGE RM 2                           7.947 METERS 16113     |
 JQ0581|---------------------------------------------------------------------|
 JQ0581
 JQ0581                          SUPERSEDED SURVEY CONTROL
 JQ0581
 JQ0581  NAD 83(1986)-  38 21 32.74292(N)    116 46 39.57532(W) AD(       ) 2
 JQ0581  NAD 27      -  38 21 32.98088(N)    116 46 36.33577(W) AD(       ) 2
 JQ0581  NGVD 29 (07/19/86) 2840.6    (m)         9320.     (f) VERT ANG       
 JQ0581
 JQ0581.Superseded values are not recommended for survey control.
 JQ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0581.See file dsdata.txt to determine how the superseded data were derived.
 JQ0581
 JQ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC1942545682(NAD 83)
 JQ0581_MARKER: DD = SURVEY DISK
 JQ0581_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0581_SP_SET: PARTIALLY EXPOSED BEDROCK
 JQ0581
 JQ0581  HISTORY     - Date     Condition        Report By
 JQ0581  HISTORY     - 1967     MONUMENTED       USGS
 JQ0581  HISTORY     - 1971     GOOD             USGS
 JQ0581
 JQ0581                          STATION DESCRIPTION
 JQ0581
 JQ0581'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (WAO)
 JQ0581'LOCATED ABOUT 20 MI. N. AND 25 MI. (AIRLINE) E. OF TONOPAH.  ABOUT
 JQ0581'12 MI. N. AND 22 MI. W. OF WARM SPRINGS.  ON A HIGH, GRASSY
 JQ0581'TOP IN THE MONITOR RANGE.
 JQ0581'
 JQ0581'REACHED BY HELICOPTER.
 JQ0581'
 JQ0581'STATION MARK--A STANDARD TABLET STAMPED GEORGE 1967 CEMENTED IN
 JQ0581'SOLID ROCK.
 JQ0581'
 JQ0581'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 JQ0581'NO 1 1967 CEMENTED IN SOLID ROCK.
 JQ0581'
 JQ0581'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 JQ0581'NO 2 1967 CEMENTED IN SOLID ROCK.
 JQ0581
 JQ0581                          STATION RECOVERY (1971)
 JQ0581
 JQ0581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JQ0581'RM 1 TO RM 2 NOT MEASURED.
 JQ0581'
 JQ0581'LOCATED ABOUT 32 MI NE. OF TONOPAH.  29 MI SE. OF ROUND
 JQ0581'MOUNTAIN.  25 MI NW. OF WARM SPRINGS.  ON A N-S BARE RIDGE AT THE
 JQ0581'HEAD OF GEORGES CANYON.  ON THE HIGHEST POINT OF THE RIDGE.
 JQ0581'
 JQ0581'REACHED BY HELICOPTER.  THERE ARE GOOD LANDING SITES N. OF THE
 JQ0581'STATION.
 JQ0581'
 JQ0581'STATION MARK--STANDARD USGS TABLET STAMPED GEORGE 1967 CEMENTED
 JQ0581'IN STONE.
 JQ0581'
 JQ0581'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE TABLET STAMPED
 JQ0581'NO 1 1967 CEMENTED IN STONE.
 JQ0581'
 JQ0581'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE TABLET STAMPED
 JQ0581'NO 2 1967 CEMENTED IN STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0423 ***********************************************************************
 MU0423  DESIGNATION -  GETCHEL MINE STACK
 MU0423  PID         -  MU0423
 MU0423  STATE/COUNTY-  NV/HUMBOLDT
 MU0423  USGS QUAD   -  ADAM PEAK (1988)
 MU0423
 MU0423                         *CURRENT SURVEY CONTROL
 MU0423  ___________________________________________________________________
 MU0423* NAD 83(1994)-  41 13 04.63864(N)    117 15 13.69139(W)     ADJUSTED  
 MU0423* NAVD 88     -                                                        
 MU0423  ___________________________________________________________________
 MU0423  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 MU0423  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 MU0423
 MU0423  HORZ ORDER  -  THIRD
 MU0423
 MU0423.The horizontal coordinates were established by classical geodetic methods
 MU0423.and adjusted by the National Geodetic Survey in June 1998..
 MU0423
 MU0423
 MU0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0423
 MU0423.The geoid height was determined by GEOID03.
 MU0423
 MU0423;                    North         East     Units Scale Factor Converg.
 MU0423;SPC NV W     - 4,718,700.767   911,481.159   MT  1.00005291   +0 52 34.1
 MU0423;SPC NV W     -15,481,270.77  2,990,417.77   sFT  1.00005291   +0 52 34.1
 MU0423;UTM  11      - 4,562,983.662   478,725.225   MT  0.99960557   -0 10 02.1
 MU0423
 MU0423                          SUPERSEDED SURVEY CONTROL
 MU0423
 MU0423  NAD 83(1986)-  41 13 04.63992(N)    117 15 13.68856(W) AD(       ) 4
 MU0423  NAD 27      -  41 13 05.00000(N)    117 15 10.27000(W) AD(       ) 3
 MU0423
 MU0423.Superseded values are not recommended for survey control.
 MU0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0423.See file dsdata.txt to determine how the superseded data were derived.
 MU0423
 MU0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF7872562984(NAD 83)
 MU0423_MARKER: 63 = STACK
 MU0423
 MU0423  HISTORY     - Date     Condition        Report By
 MU0423  HISTORY     - 1940     FIRST OBSERVED   CGS
 MU0423
 MU0423                          STATION DESCRIPTION
 MU0423
 MU0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MU0423'STATION IS LOCATED ABOUT 30 MILES NE OF WINNEMUCCA, NEVADA, AT
 MU0423'THE GETCHELL MINE.  A RIVETED, STEEL STACK, SILVER COLORED,
 MU0423'6 FEET IN DIAMETER AND 200 FEET HIGH, 15 FEET N OF THE NE CORNER
 MU0423'OF THE SMELTER BAG HOUSE, RESTING ON A SIX-SIDED CONCRETE BASE,
 MU0423'10 FEET HIGH, BUILT IN 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8041 ***********************************************************************
 AH8041  DESIGNATION -  GEY
 AH8041  PID         -  AH8041
 AH8041  STATE/COUNTY-  NV/LANDER
 AH8041  USGS QUAD   -  MUD SPRING GULCH (1985)
 AH8041
 AH8041                         *CURRENT SURVEY CONTROL
 AH8041  ___________________________________________________________________
 AH8041* NAD 83(1994)-  40 29 42.92753(N)    116 39 57.83596(W)     ADJUSTED  
 AH8041* NAVD 88     -      2206.2    (meters)    7238.     (feet)  VERTCON   
 AH8041  ___________________________________________________________________
 AH8041  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AH8041  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 AH8041
 AH8041  HORZ ORDER  -  THIRD
 AH8041
 AH8041.The horizontal coordinates were established by classical geodetic methods
 AH8041.and adjusted by the National Geodetic Survey in February 1999..
 AH8041
 AH8041.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8041
 AH8041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8041
 AH8041.The geoid height was determined by GEOID03.
 AH8041
 AH8041;                    North         East     Units Scale Factor Converg.
 AH8041;SPC NV C     - 6,637,600.045   500,050.954   MT  0.99990000   +0 00 01.4
 AH8041;SPC NV C     -21,776,859.48  1,640,583.84   sFT  0.99990000   +0 00 01.4
 AH8041;UTM  11      - 4,482,781.882   528,297.572   MT  0.99960986   +0 13 00.7
 AH8041
 AH8041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8041!SPC NV C     -   0.99965719  x   0.99990000  =   0.99955722
 AH8041!UTM  11      -   0.99965719  x   0.99960986  =   0.99926718
 AH8041
 AH8041                          SUPERSEDED SURVEY CONTROL
 AH8041
 AH8041  NGVD 29 (02/26/99) 2205.0    (m)         7234.     (f) VERT ANG       
 AH8041
 AH8041.Superseded values are not recommended for survey control.
 AH8041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8041.See file dsdata.txt to determine how the superseded data were derived.
 AH8041
 AH8041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE2829882782(NAD 83)
 AH8041_MARKER: DS = TRIANGULATION STATION DISK
 AH8041_SETTING: 80 = SET IN A BOULDER
 AH8041_PROJECTION: FLUSH
 AH8041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8041+STABILITY: SURFACE MOTION
 AH8041
 AH8041  HISTORY     - Date     Condition        Report By
 AH8041  HISTORY     - 1945     MONUMENTED       USGS
 AH8041
 AH8041                          STATION DESCRIPTION
 AH8041
 AH8041'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 AH8041'LOCATED 12 MI SW. OF BEOWAVE. ON TOP AT NORTH END OF HIGH FLAT-TOPPED
 AH8041'RIDGE OVERLOOKING VALLEY WITH SMALL GEYSERS.
 AH8041'TO REACH FROM BEOWAVE, DRIVE 11 MI S. ALONG TENABO RD. TO 0.5 MI PAST
 AH8041'FORKS TO DEAN RANCH AND CORTEZ. TURN W. OF DIM RD. 5 MI TO ITS END IN
 AH8041'CANYON. CONTINUE ON FOOT N. ABOUT 2 MI TO STATION IN MIDDLE OF
 AH8041'NORTHERNMOST FLAT POINT.
 AH8041'STATION MARK--STANDARD TABLET STAMPED---GEY 1945---, CEMENTED IN LARGE
 AH8041'BOULDER FLUSH WITH GROUND.
 AH8041'RM 1--STANDARD RM TABLET STAMPING UNKNOWN, CEMENTED IN ROCK.
 AH8041'SECTION CORNER--GLO IRON PIPE, SC 4/30N/47E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0374 ***********************************************************************
 JP0374  DESIGNATION -  GEYSER
 JP0374  PID         -  JP0374
 JP0374  STATE/COUNTY-  NV/WHITE PINE
 JP0374  USGS QUAD   -  MOUNT GRAFTON NE (1973)
 JP0374
 JP0374                         *CURRENT SURVEY CONTROL
 JP0374  ___________________________________________________________________
 JP0374* NAD 83(1994)-  38 43 43.00846(N)    114 36 08.71695(W)     ADJUSTED  
 JP0374* NAVD 88     -      1845.4    (meters)    6054.     (feet)  VERTCON   
 JP0374  ___________________________________________________________________
 JP0374  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 JP0374  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 JP0374
 JP0374  HORZ ORDER  -  FIRST
 JP0374
 JP0374.The horizontal coordinates were established by classical geodetic methods
 JP0374.and adjusted by the National Geodetic Survey in June 1998..
 JP0374
 JP0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0374
 JP0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0374
 JP0374.The geoid height was determined by GEOID03.
 JP0374
 JP0374;                    North         East     Units Scale Factor Converg.
 JP0374;SPC NV E     - 8,441,930.884   285,288.905   MT  0.99998955   +0 36 49.4
 JP0374;SPC NV E     -27,696,568.24    935,985.35   sFT  0.99998955   +0 36 49.4
 JP0374;UTM  11      - 4,289,390.265   708,414.630   MT  1.00013492   +1 30 02.0
 JP0374
 JP0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0374!SPC NV E     -   0.99971389  x   0.99998955  =   0.99970344
 JP0374!UTM  11      -   0.99971389  x   1.00013492  =   0.99984877
 JP0374
 JP0374|---------------------------------------------------------------------|
 JP0374| PID    Reference Object                     Distance      Geod. Az  |
 JP0374|                                                           dddmmss.s |
 JP0374| DD5901 GEYSER RM 2                          17.011 METERS 02753     |
 JP0374| DD5899 GEYSER AZ MK                                       0314051.2 |
 JP0374| DD5900 GEYSER RM 1                          16.288 METERS 28432     |
 JP0374|---------------------------------------------------------------------|
 JP0374
 JP0374                          SUPERSEDED SURVEY CONTROL
 JP0374
 JP0374  NAD 83(1994)-  38 43 43.00816(N)    114 36 08.71708(W) AD(       ) 1
 JP0374  NAD 83(1986)-  38 43 43.00428(N)    114 36 08.72595(W) AD(       ) 1
 JP0374  NAD 27      -  38 43 43.18700(N)    114 36 05.71700(W) AD(       ) 1
 JP0374  NGVD 29 (07/19/86) 1844.2    (m)         6051.     (f) VERT ANG       
 JP0374
 JP0374.Superseded values are not recommended for survey control.
 JP0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0374.See file dsdata.txt to determine how the superseded data were derived.
 JP0374
 JP0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC0841589390(NAD 83)
 JP0374_MARKER: DS = TRIANGULATION STATION DISK
 JP0374_SETTING: 0 = UNSPECIFIED SETTING
 JP0374
 JP0374  HISTORY     - Date     Condition        Report By
 JP0374  HISTORY     - 1944     MONUMENTED       CGS
 JP0374  HISTORY     - 1965     GOOD             USGS
 JP0374  HISTORY     - 1973     GOOD             USGS
 JP0374
 JP0374                          STATION DESCRIPTION
 JP0374
 JP0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 JP0374'STATION IS 27 MILES (AIR LINE) N OF PONY SPRINGS, 39 MILES
 JP0374'SSE OF ELY, AND 6 MILES (AIR LINE) N OF THE GEYSER MAINTENANCE
 JP0374'STATION OF THE NEVADA STATE HIGHWAY DEPARTMENT.  IT IS ON A
 JP0374'SMALL RISE ABOUT 20 PACES W OF U.S. HIGHWAY 93.
 JP0374'
 JP0374'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 JP0374'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED
 JP0374'GEYSER 1944.  IT IS 9 FEET W OF A WITNESS POST AND 63.2 FEET
 JP0374'WNW OF THE CENTER LINE OF U.S. HIGHWAY 93.
 JP0374'
 JP0374'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 JP0374'POST FLUSH WITH THE GROUND.  IT IS AT ABOUT THE SAME ELEVATION
 JP0374'AS THE STATION MARK AND IS STAMPED GEYSER NO 1 1944.
 JP0374'
 JP0374'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE POST
 JP0374'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPD GEYSER
 JP0374'NO 2 1944.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION
 JP0374'MARK AND IS 80 FEET WNW OF THE CENTER LINE OF U.S. HIGHWAY
 JP0374'93.
 JP0374'
 JP0374'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 JP0374'BEDROCK PROJECTING ABOUT 2-1/2 FEET ABOVE THE SURROUNDING
 JP0374'SURFACE OF THE GROUND AND IS STAMPED GEYSER 1944.  IT IS
 JP0374'0.1 MILE ESE OF U.S. HIGHWAY 93 AT THE POINT WHERE THE HIGHWAY
 JP0374'GOES OVER A LOW RIDGE.  THE MARK IS 8 FEET WSW OF WITNESS
 JP0374'POST.
 JP0374'
 JP0374'TO REACH STATION FROM PONY SPRINGS ABOUT 30 MILES N OF PIOCHE,
 JP0374'GO N ON U.S. HIGHWAY 93 FOR 21.9 MILES TO THE GEYSER MAINTENANCE
 JP0374'STATION ON THE RIGHT.  CONTINUE ON THE HIGHWAY FOR 2.2 MILES
 JP0374'TO THE GEYSER RANCH ON THE RIGHT.  CONTINUE ON THE HIGHWAY
 JP0374'FOR 3.8 MILES TO THE WITNESS POST AND STATION ON THE LEFT.
 JP0374'
 JP0374'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 JP0374
 JP0374                          STATION RECOVERY (1965)
 JP0374
 JP0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JP0374'RECOVERED AS DESCRIBED BY NGS IN 1944 IN DESCRIPTION LIST 38 114
 JP0374'4, STATION 1004.
 JP0374
 JP0374                          STATION RECOVERY (1973)
 JP0374
 JP0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JP0374'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1908 ***********************************************************************
 GR1908  DESIGNATION -  GIANT
 GR1908  PID         -  GR1908
 GR1908  STATE/COUNTY-  NV/CLARK
 GR1908  USGS QUAD   -  ARROW CANYON SE (1986)
 GR1908
 GR1908                         *CURRENT SURVEY CONTROL
 GR1908  ___________________________________________________________________
 GR1908* NAD 83(1994)-  36 30 37.33946(N)    114 45 56.65816(W)     ADJUSTED  
 GR1908* NAVD 88     -       648.2    (meters)    2127.     (feet)  VERTCON   
 GR1908  ___________________________________________________________________
 GR1908  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 GR1908  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 GR1908
 GR1908  HORZ ORDER  -  SECOND
 GR1908
 GR1908.The horizontal coordinates were established by classical geodetic methods
 GR1908.and adjusted by the National Geodetic Survey in June 1998..
 GR1908
 GR1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1908
 GR1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1908
 GR1908.The geoid height was determined by GEOID03.
 GR1908
 GR1908;                    North         East     Units Scale Factor Converg.
 GR1908;SPC NV E     - 8,195,608.490   273,232.870   MT  0.99996605   +0 29 11.3
 GR1908;SPC NV E     -26,888,425.52    896,431.51   sFT  0.99996605   +0 29 11.3
 GR1908;UTM  11      - 4,042,880.273   700,078.142   MT  1.00009323   +1 19 47.1
 GR1908
 GR1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1908!SPC NV E     -   0.99990255  x   0.99996605  =   0.99986861
 GR1908!UTM  11      -   0.99990255  x   1.00009323  =   0.99999577
 GR1908
 GR1908|---------------------------------------------------------------------|
 GR1908| PID    Reference Object                     Distance      Geod. Az  |
 GR1908|                                                           dddmmss.s |
 GR1908| CC4834 GIANT RM 2                            8.647 METERS 06619     |
 GR1908| GR1884 TONY                                APPROX. 9.2 KM 2205704.3 |
 GR1908| CC4833 GIANT RM 1                            9.582 METERS 34613     |
 GR1908|---------------------------------------------------------------------|
 GR1908
 GR1908                          SUPERSEDED SURVEY CONTROL
 GR1908
 GR1908  NAD 83(1994)-  36 30 37.33960(N)    114 45 56.65627(W) AD(       ) 2
 GR1908  NAD 83(1992)-  36 30 37.33982(N)    114 45 56.65850(W) AD(       ) 2
 GR1908  NAD 83(1992)-  36 30 37.33987(N)    114 45 56.65837(W) AD(       ) 2
 GR1908  NAD 83(1986)-  36 30 37.33169(N)    114 45 56.64499(W) AD(       ) 2
 GR1908  NAD 27      -  36 30 37.43800(N)    114 45 53.64500(W) AD(       ) 2
 GR1908  NGVD 29 (07/19/86)  647.5    (m)         2124.     (f) VERT ANG       
 GR1908
 GR1908.Superseded values are not recommended for survey control.
 GR1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1908.See file dsdata.txt to determine how the superseded data were derived.
 GR1908
 GR1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0007842880(NAD 83)
 GR1908_MARKER: DS = TRIANGULATION STATION DISK
 GR1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1908
 GR1908  HISTORY     - Date     Condition        Report By
 GR1908  HISTORY     - 1957     MONUMENTED       CGS
 GR1908  HISTORY     - 1974     GOOD             USGS
 GR1908
 GR1908                          STATION DESCRIPTION
 GR1908
 GR1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1908'THE STATION IS LOCATED ON THE WEST EDGE OF A LARGE FLAT MESA
 GR1908'THAT OVERLOOKS A WIDE DEEP DRY WASH RUNNING NORTH AND SOUTH TO
 GR1908'THE CRYSTAL, SHELL SERVICE STATION ABOUT 5-1/2 MILES NORTHEAST
 GR1908'OF DRY LAKE, 15-1/2 MILES SOUTHWEST OF GLENDALE, 1/2 MILE
 GR1908'NORTH NORTHWEST OF THE SHELL SERVICE STATION ON CRYSTAL, 80 FEET
 GR1908'NORTH OF SOUTH EDGE OF MESA, 31.9 FEET SOUTH OF A 4 X 4 X 5 FOOT
 GR1908'WOODEN POST AND 8 FEET WEST OF A 4 X 4 WHITE WITNESS POST.  IT
 GR1908'IS A STANDARD DISK SET IN CONCRETE AND IT IS STAMPED GIANT
 GR1908'1957 AND IT PROJECTS ABOUT 3 INCHES.
 GR1908'
 GR1908'REFERENCE MARK NO. 1 IS 25.7 FEET WEST OF 4 X 4 X 5 FOOT
 GR1908'WOODEN POST.  IT IS A STANDARD DISK SET IN CONCRETE AND IT IS
 GR1908'STAMPED GIANT NO. 1 1957 AND IT PROJECTS ABOUT 2 INCHES.
 GR1908'
 GR1908'REFERENCE MARK NO. 2 IS 17.2 FEET EAST OF A 4 X 4 X 5 FOOT
 GR1908'WOODEN POST.  IT IS A STANDARD DISK SET IN A CONCRETE BLOCK AND IT
 GR1908'IS STAMPED GIANT NO 2 1957 AND IT PROJECTS ABOUT 2 INCHES.
 GR1908'
 GR1908'TO REACH FROM THE STANDARD SERVICE IN GLENDALE, GO WESTERLY
 GR1908'ON U.S. HIGHWAY 91 FOR 0.45 MILE TO THE JUNCTION WITH U.S.
 GR1908'HIGHWAY 93, CONTINUE WESTERLY ON U.S. HIGHWAY 91 AND 93 FOR 15.4
 GR1908'MILES TO THE SHELL SERVICE STATION IN CRYSTAL, CONTINUE WEST ON
 GR1908'U.S. HIGHWAY 91 AND 93 FOR 0.3 MILE TO A T ROAD RIGHT, (NORTH)
 GR1908'TURN RIGHT AND GO 0.1 MILE TO UNION PACIFIC RAILROAD UNDER
 GR1908'PASS, GO THRU AND TURN SHARP RIGHT (EAST) FOLLOW TRACK ROAD
 GR1908'ALONG NORTH SIDE OF TRACKS FOR 0.4 MILE TO A TELEPHONE POLE
 GR1908'WITH TWO WHITE STRIPES ON IT.  FROM HERE STATION IS N 30 DEG W.
 GR1908'CONTINUE EASTERLY FOR 0.5 MILE TO RAILROAD
 GR1908'MILAGE MARKER NO. 369, CONTINUE ON TRACK ROAD UP HILL FOR
 GR1908'0.25 MILE TO A FORK JUST AFTER PASSING CREST OF RIDGE,
 GR1908'TAKE LEFT FORK FOLLOW DIM TRACK ROAD FOR 0.75 MILE NORTH
 GR1908'NORTHWEST AND WEST TO WEST EDGE OF MESA, TURN RIGHT FOLLOW RIM
 GR1908'NORTHWEST FOR 0.15 MILE TO STATION AS DESCRIBED.
 GR1908
 GR1908                          STATION RECOVERY (1974)
 GR1908
 GR1908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JAB)
 GR1908'TO REACH FROM THE JUNCTION OF I-15 AND U.S. 93, AT EXIT NUMBER 64.
 GR1908'AT THE WEST SIDE OF THE OVERPASS, GO NORTH ALONG THE FRONTAGE
 GR1908'ROAD (THE OLD HIGHWAY) FOR 5.6 MILES TO THE OLD ABANDONED
 GR1908'STORE AT DRY LAKE, CONTINUE NORTH ON THE OLD HIGHWAY FOR 2.0
 GR1908'MILES, TURN LEFT ONTO A DIRT ROAD AND CONTINUE NORTH ALONG
 GR1908'THE WEST SIDE OF THE UNION PACIFIC RAILROAD FOR 4.3 MILES TO
 GR1908'M.P. 369, GO NORTH UP ON TO THE MESA FOR 0.2 MILES TO A TRACK
 GR1908'ROAD ON THE LEFT, TURN LEFT AND FOLLOW TRACKS FOR 0.7 MILES
 GR1908'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1650 ***********************************************************************
 KR1650  DESIGNATION -  GIEGER
 KR1650  PID         -  KR1650
 KR1650  STATE/COUNTY-  NV/STOREY
 KR1650  USGS QUAD   -  VIRGINIA CITY (1994)
 KR1650
 KR1650                         *CURRENT SURVEY CONTROL
 KR1650  ___________________________________________________________________
 KR1650* NAD 83(1994)-  39 20 59.54452(N)    119 38 49.88593(W)     ADJUSTED  
 KR1650* NAVD 88     -      2132.9    (meters)    6998.     (feet)  VERTCON   
 KR1650  ___________________________________________________________________
 KR1650  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 KR1650  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KR1650
 KR1650  HORZ ORDER  -  FIRST
 KR1650
 KR1650.The horizontal coordinates were established by classical geodetic methods
 KR1650.and adjusted by the National Geodetic Survey in June 1998..
 KR1650
 KR1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1650
 KR1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1650
 KR1650.The geoid height was determined by GEOID03.
 KR1650
 KR1650;                    North         East     Units Scale Factor Converg.
 KR1650;SPC NV W     - 4,510,976.941   708,305.589   MT  1.00000349   -0 40 28.5
 KR1650;SPC NV W     -14,799,763.51  2,323,832.59   sFT  1.00000349   -0 40 28.5
 KR1650;UTM  11      - 4,358,946.077   271,892.237   MT  1.00024070   -1 40 45.1
 KR1650
 KR1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1650!SPC NV W     -   0.99966925  x   1.00000349  =   0.99967274
 KR1650!UTM  11      -   0.99966925  x   1.00024070  =   0.99990987
 KR1650
 KR1650:                Primary Azimuth Mark                     Grid Az
 KR1650:SPC NV W     -  FLOWERY                                  141 33 54.3
 KR1650:UTM  11      -  FLOWERY                                  142 34 10.9
 KR1650
 KR1650|---------------------------------------------------------------------|
 KR1650| PID    Reference Object                     Distance      Geod. Az  |
 KR1650|                                                           dddmmss.s |
 KR1650| KR1636 FLOWERY                             APPROX. 4.3 KM 1405325.8 |
 KR1650| DB7344 GIEGER RM 3                          11.297 METERS 21231     |
 KR1650| DB7345 GIEGER RM 4                           4.585 METERS 33443     |
 KR1650|---------------------------------------------------------------------|
 KR1650
 KR1650                          SUPERSEDED SURVEY CONTROL
 KR1650
 KR1650  NAD 83(1992)-  39 20 59.54902(N)    119 38 49.87897(W) AD(       ) 1
 KR1650  NAD 83(1986)-  39 20 59.54765(N)    119 38 49.86431(W) AD(       ) 1
 KR1650  NAD 27      -  39 20 59.85800(N)    119 38 46.21500(W) AD(       ) 1
 KR1650  NGVD 29 (07/19/86) 2131.7    (m)         6994.     (f) VERT ANG       
 KR1650
 KR1650.Superseded values are not recommended for survey control.
 KR1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1650.See file dsdata.txt to determine how the superseded data were derived.
 KR1650
 KR1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7189258946(NAD 83)
 KR1650_MARKER: DS = TRIANGULATION STATION DISK
 KR1650_SETTING: 0 = UNSPECIFIED SETTING
 KR1650
 KR1650  HISTORY     - Date     Condition        Report By
 KR1650  HISTORY     - 1935     MONUMENTED       USGS
 KR1650  HISTORY     - 1967     GOOD             USGS
 KR1650
 KR1650                          STATION DESCRIPTION
 KR1650
 KR1650'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (LGT)
 KR1650'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF VIRGINIA CITY,
 KR1650'NEVADA, ON A ROCKY BUTTE DIRECTLY SOUTH OF AND OVERLOOKING
 KR1650'NEVADA STATE HIGHWAY 17.
 KR1650'
 KR1650'TO REACH THE STATION FROM THE POST OFFICE IN VIRGINIA CITY,
 KR1650'GO NORTH ON STATE HIGHWAY 17 FOR 3.15 MILES TO A ROAD LEADING
 KR1650'LEFT AT THE NORTHWEST END OF HIGHWAY GUARD RAIL.  TURN LEFT,
 KR1650'GO 0.4 MILE TO A SADDLE BETWEEN TWO ROCKY BUTTES.  TURN RIGHT,
 KR1650'UP STEEP SLOPE 0.15 MILE TO END OF TRUCK TRAVEL.  WALK UP SLOPE
 KR1650'TO TOP OF BUTTE AND STATION.  A 5-MINUTE PACK.
 KR1650'
 KR1650'THE STATION IS A U.S.G.S. BENCH MARK SET IN BEDROCK FLUSH WITH
 KR1650'THE GROUND LEVEL.  IT IS ABOUT 70 FEET SOUTH OF AND 8 FEET
 KR1650'LOWER IN ELEVATION THAN THE HIGHEST POINT OF THE BUTTE.  THE
 KR1650'MARK IS STAMPED GIEGER 1935.
 KR1650'
 KR1650'REFERENCE MARK NO. 3 IS SET IN BEDROCK ABOUT 6 FEET LOWER
 KR1650'THAN THE STATION MARK.  THE MARK IS STAMPED GIEGER USGS NO
 KR1650'3 1951.
 KR1650'
 KR1650'REFERENCE MARK NO. 4 IS SET IN BEDROCK ABOUT 3 INCHES HIGHER
 KR1650'THAN THE STATION MARK.  THE MARK IS STAMPED GIEGER USGS NO
 KR1650'4 1951.
 KR1650'
 KR1650'THE REFERENCE CROSSES ESTABLISHED BY THE U.S.G.S. WERE BROKEN
 KR1650'UP AND DEEMED NOT USABLE AS REFERENCE POINTS.
 KR1650'
 KR1650'TRIANGULATION STATION ORLEANS U.S.G.S. IS THE AZIMUTH MARK.
 KR1650
 KR1650                          STATION RECOVERY (1967)
 KR1650
 KR1650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1650'STATION MARK--STANDARD TABLET STAMPED---GEIGER 1935---CEMENTED IN
 KR1650'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0865 ***********************************************************************
 LR0865  DESIGNATION -  GIEGG
 LR0865  PID         -  LR0865
 LR0865  STATE/COUNTY-  NV/HUMBOLDT
 LR0865  USGS QUAD   -  SHEEP RANCH CANYON (1990)
 LR0865
 LR0865                         *CURRENT SURVEY CONTROL
 LR0865  ___________________________________________________________________
 LR0865* NAD 83(1994)-  40 44 47.10681(N)    117 30 05.53055(W)     ADJUSTED  
 LR0865* NAVD 88     -      1505.8    (meters)    4940.     (feet)  VERTCON   
 LR0865  ___________________________________________________________________
 LR0865  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 LR0865  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 LR0865
 LR0865  HORZ ORDER  -  THIRD
 LR0865
 LR0865.The horizontal coordinates were established by classical geodetic methods
 LR0865.and adjusted by the National Geodetic Survey in June 1998..
 LR0865
 LR0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0865
 LR0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0865
 LR0865.The geoid height was determined by GEOID03.
 LR0865
 LR0865;                    North         East     Units Scale Factor Converg.
 LR0865;SPC NV W     - 4,666,050.785   891,356.811   MT  1.00000270   +0 42 22.1
 LR0865;SPC NV W     -15,308,534.95  2,924,393.14   sFT  1.00000270   +0 42 22.1
 LR0865;UTM  11      - 4,510,728.697   457,658.708   MT  0.99962207   -0 19 38.5
 LR0865
 LR0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0865!SPC NV W     -   0.99976706  x   1.00000270  =   0.99976976
 LR0865!UTM  11      -   0.99976706  x   0.99962207  =   0.99938922
 LR0865
 LR0865|---------------------------------------------------------------------|
 LR0865| PID    Reference Object                     Distance      Geod. Az  |
 LR0865|                                                           dddmmss.s |
 LR0865| DB7347 GIEGG RM 1                            5.868 METERS 05926     |
 LR0865| DB7346 GIEGG AZ MK                                        0894256.0 |
 LR0865| DB7348 GIEGG RM 2                           11.468 METERS 12340     |
 LR0865|---------------------------------------------------------------------|
 LR0865
 LR0865                          SUPERSEDED SURVEY CONTROL
 LR0865
 LR0865  NAD 83(1986)-  40 44 47.11220(N)    117 30 05.52546(W) AD(       ) 3
 LR0865  NAD 27      -  40 44 47.46020(N)    117 30 02.08950(W) AD(       ) 3
 LR0865  NGVD 29 (07/19/86) 1504.7    (m)         4937.     (f) VERT ANG       
 LR0865
 LR0865.Superseded values are not recommended for survey control.
 LR0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0865.See file dsdata.txt to determine how the superseded data were derived.
 LR0865
 LR0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF5765910729(NAD 83)
 LR0865_MARKER: DS = TRIANGULATION STATION DISK
 LR0865_SETTING: 80 = SET IN A BOULDER
 LR0865_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LR0865
 LR0865  HISTORY     - Date     Condition        Report By
 LR0865  HISTORY     - 1958     MONUMENTED       CGS
 LR0865
 LR0865                          STATION DESCRIPTION
 LR0865
 LR0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0865'THE STATION IS LOCATED AIRLINE ABOUT 20 MILES SOUTHEAST
 LR0865'AND 14-1/2 MILES SOUTH OF GOLCONDA.  IT IS ABOUT 1 MILE WEST
 LR0865'OF A NORTH-SOUTH GRAVEL ROAD ON THE WEST END OF PUMPERNICKEL
 LR0865'VALLEY AND ON A GRADUAL, SLOPING, SAGE-COVERED BENCH.
 LR0865'
 LR0865'TO REACH THE STATION FROM THE WESTERN PACIFIC RAILROAD FREIGHT
 LR0865'DEPOT IN GOLCONDA GO SOUTH FOR 0.6 MILE ON A PAVED ROAD TO
 LR0865'AN INTERSECTION.  CROSS U.S. HIGHWAY 40 AND CONTINUE SOUTH
 LR0865'ON GRAVEL ROAD FOR 6.1 MILES TO A FORK.  TAKE THE LEFT FORK
 LR0865'AND CONTINUE SOUTH FOR 3.3 MILES TO A FORKS.  TAKE LEFT FORK
 LR0865'AND GO SOUTH FOR 3.8 MILES TO A RANCH DRIVEWAY ON THE RIGHT.
 LR0865'CONTINUE SOUTH FOR 0.75 MILE TO A FORK.  THENCE TAKE THE
 LR0865'RIGHT FORK AND PROCEED SOUTH TO A DIM TRACK ROAD ON THE RIGHT.
 LR0865'TURN RIGHT AND GO WEST TOWARDS A SMALL WASH FOR 0.35 MILE TO
 LR0865'THE AZIMUTH MARK ON THE LEFT.  TURN LEFT AND GO CROSS
 LR0865'COUNTRY FOR 0.25 MILE UP A CREST TO THE STATION.
 LR0865'
 LR0865'THE STATION MARK IS A STANDARD DISK STAMPED GIEGG 1958 SET
 LR0865'IN THE TOP OF A 1-1/2 X 2 FOOT BOULDER THAT PROJECTS ABOUT
 LR0865'6 INCHES ABOVE THE GROUND.  IT IS ABOUT 0.15 MILE EAST OF A
 LR0865'GRASSY RIDGE.
 LR0865'
 LR0865'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GIEGG NO
 LR0865'1 1958 SET IN THE TOP OF A 1-1/2 X 3 FOOT BOULDER THAT PROJECTS
 LR0865'1 FOOT ON THE EAST SIDE ABOVE THE GROUND.  IT IS ABOUT 1
 LR0865'FOOT LOWER THAN THE STATION.
 LR0865'
 LR0865'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GIEGG NO 2 1958
 LR0865'SET IN THE TOP OF 1 X 1 FOOT BOULDER THAT PROJECTS ABOUT
 LR0865'4 INCHES ABOVE THE GROUND.  IT IS ABOUT 3-1/2 FEET LOWER
 LR0865'THAN THE STATION.
 LR0865'
 LR0865'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GIEGG 1958 SET
 LR0865'IN THE TOP OF A 4 X 6 FOOT BOULDER THAT PROJECTS ABOUT 3-1/2
 LR0865'FEET ABOVE THE GROUND.  IT IS ABOUT 40 PACES SOUTH OF A TRACK
 LR0865'ROAD LEADING TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8162 ***********************************************************************
 AH8162  DESIGNATION -  GILBERT
 AH8162  PID         -  AH8162
 AH8162  STATE/COUNTY-  NV/ESMERALDA
 AH8162  USGS QUAD   -  COALDALE NE (1968)
 AH8162
 AH8162                         *CURRENT SURVEY CONTROL
 AH8162  ___________________________________________________________________
 AH8162* NAD 83(1994)-  38 09 01.47594(N)    117 49 41.59406(W)     ADJUSTED  
 AH8162* NAVD 88     -      2144.3    (meters)    7035.     (feet)  VERTCON   
 AH8162  ___________________________________________________________________
 AH8162  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 AH8162  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AH8162
 AH8162  HORZ ORDER  -  THIRD
 AH8162
 AH8162.The horizontal coordinates were established by classical geodetic methods
 AH8162.and adjusted by the National Geodetic Survey in February 1999..
 AH8162
 AH8162.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8162
 AH8162.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8162
 AH8162.The geoid height was determined by GEOID03.
 AH8162
 AH8162;                    North         East     Units Scale Factor Converg.
 AH8162;SPC NV W     - 4,377,566.555   866,181.561   MT  0.99995393   +0 27 59.3
 AH8162;SPC NV W     -14,362,066.27  2,841,797.34   sFT  0.99995393   +0 27 59.3
 AH8162;UTM  11      - 4,222,827.537   427,432.610   MT  0.99966485   -0 30 41.9
 AH8162
 AH8162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8162!SPC NV W     -   0.99966757  x   0.99995393  =   0.99962151
 AH8162!UTM  11      -   0.99966757  x   0.99966485  =   0.99933253
 AH8162
 AH8162                          SUPERSEDED SURVEY CONTROL
 AH8162
 AH8162  NGVD 29 (02/26/99) 2143.1    (m)         7031.     (f) VERT ANG       
 AH8162
 AH8162.Superseded values are not recommended for survey control.
 AH8162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8162.See file dsdata.txt to determine how the superseded data were derived.
 AH8162
 AH8162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC2743322828(NAD 83)
 AH8162_MARKER: DS = TRIANGULATION STATION DISK
 AH8162_SETTING: 66 = SET IN ROCK OUTCROP
 AH8162_PROJECTION: FLUSH
 AH8162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8162+STABILITY: POSITION/ELEVATION WELL
 AH8162
 AH8162  HISTORY     - Date     Condition        Report By
 AH8162  HISTORY     - 1965     MONUMENTED       USGS
 AH8162
 AH8162                          STATION DESCRIPTION
 AH8162
 AH8162'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH8162'LOCATED ABOUT 9 MI. (AIRLINE) NNE. OF COALDALE, ABOUT 8 MI. SW. OF
 AH8162'GILBERT, ABOUT 7 MI. W. OF COOK SPRING ON A BROAD, BARE TOP
 AH8162'OVERLOOKING THE COLUMBUS SALT MARSH.
 AH8162'STATION REACHED BY HELICOPTER.
 AH8162'STATION MARK--A STANDARD TABLET STAMPED---GILBERT 1965--- CEMENTED IN
 AH8162'DRILL HOLE IN SOLID ROCK.
 AH8162'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED---NO 1 1965--- CEMENTED
 AH8162'IN DRILL HOLE IN SOLID ROCK, 19.81 FT. FROM STATION MARK IN AZIMUTH 6
 AH8162'DEGREES 44 MINUTES.
 AH8162'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---NO 2 1965--- CEMENTED
 AH8162'IN DRILL HOLE IN SOLID ROCK, 23.37 FT. FROM STATION MARK IN DIRECT 246
 AH8162'DEGREES 29 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1325 ***********************************************************************
 JR1325  DESIGNATION -  GILLIS GLO
 JR1325  PID         -  JR1325
 JR1325  STATE/COUNTY-  NV/MINERAL
 JR1325  USGS QUAD   -  COPPER MTN (1979)
 JR1325
 JR1325                         *CURRENT SURVEY CONTROL
 JR1325  ___________________________________________________________________
 JR1325* NAD 83(1994)-  38 46 29.37642(N)    118 27 45.98895(W)     ADJUSTED  
 JR1325* NAVD 88     -      1622.33   (+/-2cm)    5322.6    (feet)  VERTCON   
 JR1325  ___________________________________________________________________
 JR1325  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 JR1325  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 JR1325
 JR1325  HORZ ORDER  -  THIRD
 JR1325  VERT ORDER  -  THIRD ? (See Below)
 JR1325
 JR1325.The horizontal coordinates were established by classical geodetic methods
 JR1325.and adjusted by the National Geodetic Survey in June 1998..
 JR1325
 JR1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1325.The vertical order pertains to the NGVD 29 superseded value.
 JR1325
 JR1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1325
 JR1325.The geoid height was determined by GEOID03.
 JR1325
 JR1325;                    North         East     Units Scale Factor Converg.
 JR1325;SPC NV W     - 4,446,610.663   810,475.535   MT  0.99990135   +0 04 31.8
 JR1325;SPC NV W     -14,588,588.48  2,659,035.15   sFT  0.99990135   +0 04 31.8
 JR1325;UTM  11      - 4,292,805.293   372,932.277   MT  0.99979883   -0 54 58.3
 JR1325
 JR1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1325!SPC NV W     -   0.99974937  x   0.99990135  =   0.99965074
 JR1325!UTM  11      -   0.99974937  x   0.99979883  =   0.99954825
 JR1325
 JR1325:                Primary Azimuth Mark                     Grid Az
 JR1325:SPC NV W     -  RYAN                                     176 32 46.7
 JR1325:UTM  11      -  RYAN                                     177 32 16.8
 JR1325
 JR1325|---------------------------------------------------------------------|
 JR1325| PID    Reference Object                     Distance      Geod. Az  |
 JR1325|                                                           dddmmss.s |
 JR1325| JR0939 RYAN                                APPROX.11.3 KM 1763718.5 |
 JR1325|---------------------------------------------------------------------|
 JR1325
 JR1325                          SUPERSEDED SURVEY CONTROL
 JR1325
 JR1325  NAD 83(1992)-  38 46 29.38025(N)    118 27 45.99554(W) AD(       ) 3
 JR1325  NGVD 29 (06/01/94) 1621.18   (m)         5318.8    (f) LEVELING    3  
 JR1325
 JR1325.Superseded values are not recommended for survey control.
 JR1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1325.See file dsdata.txt to determine how the superseded data were derived.
 JR1325
 JR1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC7293292805(NAD 83)
 JR1325_MARKER: P = PIPE CAP
 JR1325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1325
 JR1325  HISTORY     - Date     Condition        Report By
 JR1325  HISTORY     - 1937     MONUMENTED       USGS
 JR1325
 JR1325                          STATION DESCRIPTION
 JR1325
 JR1325'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 JR1325'LOCATED ABOUT 21.5 MI. NNE. OF HAWTHORNE AND ABOUT 11 MI. SW. OF
 JR1325'DEADHORSE WELLS.
 JR1325'
 JR1325'TO REACH FROM RR. X-ING. AT THORNE, LOCATED ABOUT 6 MI. N. OF
 JR1325'HAWTHORNE, FOLLOW GRADED RD. OVER RYAN PASS FOR 16 MI., ABOUT 3.7 MI.
 JR1325'NE. OF JUNCTION OF RYAN CANYON RD. AND WILDHORSE CANYON RD. TURN RIGHT
 JR1325'AND GO CROSS-COUNTRY FOR 215 FT. TO SECTION CORNER AND STATION.
 JR1325'
 JR1325'STATION MARK--STANDARD GLO IRON PIPE AND BRASS CAP STAMPED----T11E
 JR1325'R31E S34 S35 1937---PROJECTING 0.5 FT. ABOVE GROUND.
 JR1325'
 JR1325'RMS--NONE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1863 ***********************************************************************
 KR1863  DESIGNATION -  GIN
 KR1863  PID         -  KR1863
 KR1863  STATE/COUNTY-  NV/WASHOE
 KR1863  USGS QUAD   -  TULE PEAK (1980)
 KR1863
 KR1863                         *CURRENT SURVEY CONTROL
 KR1863  ___________________________________________________________________
 KR1863* NAD 83(1994)-  39 54 54.13237(N)    119 39 58.65905(W)     ADJUSTED  
 KR1863* NAVD 88     -      2001.8    (meters)    6568.     (feet)  VERTCON   
 KR1863  ___________________________________________________________________
 KR1863  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 KR1863  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 KR1863
 KR1863  HORZ ORDER  -  THIRD
 KR1863
 KR1863.The horizontal coordinates were established by classical geodetic methods
 KR1863.and adjusted by the National Geodetic Survey in June 1998..
 KR1863
 KR1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1863
 KR1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1863
 KR1863.The geoid height was determined by GEOID03.
 KR1863
 KR1863;                    North         East     Units Scale Factor Converg.
 KR1863;SPC NV W     - 4,573,741.054   707,415.555   MT  1.00000549   -0 41 41.8
 KR1863;SPC NV W     -15,005,682.11  2,320,912.53   sFT  1.00000549   -0 41 41.8
 KR1863;UTM  11      - 4,421,730.911   272,109.412   MT  1.00023940   -1 42 41.6
 KR1863
 KR1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1863!SPC NV W     -   0.99968975  x   1.00000549  =   0.99969524
 KR1863!UTM  11      -   0.99968975  x   1.00023940  =   0.99992908
 KR1863
 KR1863|---------------------------------------------------------------------|
 KR1863| PID    Reference Object                     Distance      Geod. Az  |
 KR1863|                                                           dddmmss.s |
 KR1863| CS7104 GIN RM 1                              3.063 METERS 11459     |
 KR1863| CS7105 GIN RM 2                              3.795 METERS 23735     |
 KR1863|---------------------------------------------------------------------|
 KR1863
 KR1863                          SUPERSEDED SURVEY CONTROL
 KR1863
 KR1863  NAD 83(1992)-  39 54 54.13674(N)    119 39 58.65875(W) AD(       ) 3
 KR1863  NAD 83(1986)-  39 54 54.14239(N)    119 39 58.65016(W) AD(       ) 3
 KR1863  NGVD 29 (10/14/92) 2000.7    (m)         6564.     (f) VERT ANG       
 KR1863
 KR1863.Superseded values are not recommended for survey control.
 KR1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1863.See file dsdata.txt to determine how the superseded data were derived.
 KR1863
 KR1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE7210921731(NAD 83)
 KR1863_MARKER: DS = TRIANGULATION STATION DISK
 KR1863_SETTING: 66 = SET IN ROCK OUTCROP
 KR1863_SP_SET: SET IN ROCK OUTCROP
 KR1863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1863+STABILITY: POSITION/ELEVATION WELL
 KR1863
 KR1863  HISTORY     - Date     Condition        Report By
 KR1863  HISTORY     - 1956     MONUMENTED       USGS
 KR1863  HISTORY     - 1976     GOOD             USGS
 KR1863
 KR1863                          STATION DESCRIPTION
 KR1863
 KR1863'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KR1863'LOCATED ABOUT 28 MI NW. OF WADSWORTH, 27 MI N. OF RENO, 11.5 MI
 KR1863'S. OF PYRAMID.  ON ROUND TOP OF VIRGINIA MOUNTAINS BETWEEN PYRAMID
 KR1863'LAKE AND WINNEMUCCA VALLEY.
 KR1863'
 KR1863'TO REACH FROM SPARKS POST OFFICE, DRIVE 0.1 MI E. TO PYRAMID WAY.
 KR1863'TURN LEFT 1.9 MI TO STATE HWY. 33.  TURN RIGHT 23 MI.  TURN LEFT ON
 KR1863'TRACK RD. 1.2 MI.  TAKE RIGHT FORK 1.4 MI.  TAKE LEFT FORK 1.4 MI.
 KR1863'TAKE RIGHT FORK 1.9 MI.  TURN LEFT TO TOP OF HILL.  PACK NE. ALONG
 KR1863'RIDGE TO TOP AND STATION.  ABOUT A 1-HOUR PACK.
 KR1863'
 KR1863'STATION MARK--STANDARD TABLET STAMPED---GIN 1956---, CEMENTED IN
 KR1863'ROCK OUTCROP.
 KR1863'
 KR1863'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN ROCK
 KR1863'OUTCROP.
 KR1863'
 KR1863'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN ROCK
 KR1863'OUTCROP.
 KR1863
 KR1863                          STATION RECOVERY (1976)
 KR1863
 KR1863'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KR1863'RECOVERED AS DESCRIBED BY USGS IN 1956.  ALL MARKS IN GOOD
 KR1863'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1687 ***********************************************************************
 KR1687  DESIGNATION -  GLEN
 KR1687  PID         -  KR1687
 KR1687  STATE/COUNTY-  NV/DOUGLAS
 KR1687  USGS QUAD   -  GLENBROOK (1992)
 KR1687
 KR1687                         *CURRENT SURVEY CONTROL
 KR1687  ___________________________________________________________________
 KR1687* NAD 83(1994)-  39 05 17.41048(N)    119 56 21.95550(W)     ADJUSTED  
 KR1687* NAVD 88     -                                                        
 KR1687  ___________________________________________________________________
 KR1687  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 KR1687  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 KR1687
 KR1687  HORZ ORDER  -  THIRD
 KR1687
 KR1687.The horizontal coordinates were established by classical geodetic methods
 KR1687.and adjusted by the National Geodetic Survey in June 1998..
 KR1687
 KR1687
 KR1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1687
 KR1687.The geoid height was determined by GEOID03.
 KR1687
 KR1687;                    North         East     Units Scale Factor Converg.
 KR1687;SPC NV W     - 4,482,261.254   682,681.439   MT  1.00006942   -0 51 18.5
 KR1687;SPC NV W     -14,705,552.13  2,239,764.02   sFT  1.00006942   -0 51 18.5
 KR1687;SPC CA 2     -   659,815.337 2,178,247.358   MT  0.99991467   +1 17 56.8
 KR1687;SPC CA 2     - 2,164,744.15  7,146,466.54   sFT  0.99991467   +1 17 56.8
 KR1687;UTM  11      - 4,330,674.869   245,762.531   MT  1.00039596   -1 51 15.7
 KR1687;UTM  10      - 4,331,021.149   764,716.773   MT  1.00046294   +1 55 51.1
 KR1687
 KR1687                          SUPERSEDED SURVEY CONTROL
 KR1687
 KR1687  NAD 83(1992)-  39 05 17.40147(N)    119 56 21.94870(W) AD(       ) 4
 KR1687  NAD 83(1986)-  39 05 17.39045(N)    119 56 21.92070(W) AD(       ) 4
 KR1687  NAD 27      -  39 05 17.71000(N)    119 56 18.26000(W) AD(       ) 3
 KR1687
 KR1687.Superseded values are not recommended for survey control.
 KR1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1687.See file dsdata.txt to determine how the superseded data were derived.
 KR1687
 KR1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4576330675(NAD 83)
 KR1687
 KR1687  HISTORY     - Date     Condition        Report By
 KR1687  HISTORY     - 1922     MONUMENTED       CGS
 KR1687
 KR1687                          STATION DESCRIPTION
 KR1687
 KR1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FLP)
 KR1687'IN THE CENTER OF THE TOP OF THE TRUNCATED PYRAMID SHAPED CUPOLA
 KR1687'OF THE LARGE BUILDING ABOUT 100 METERS INSHORE OF THE STEAMER WHARF
 KR1687'AT GLENBROOK, IN THE SOUTHEAST CORNER OF GLENBROOK BAY WHICH IS
 KR1687'ON THE EAST SHORE OF LAKE TAHOE.  THIS CUPOLA IS SHINGLED,
 KR1687'PAINTED RED, AND HAS A CHIMNEY ON ONE SIDE.  IT IS VERY NEARLY
 KR1687'A PYRAMID BEING TRUNCATED CLOSE TO THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1901 ***********************************************************************
 GR1901  DESIGNATION -  GLEN
 GR1901  PID         -  GR1901
 GR1901  STATE/COUNTY-  NV/CLARK
 GR1901  USGS QUAD   -  WEISER RIDGE (1983)
 GR1901
 GR1901                         *CURRENT SURVEY CONTROL
 GR1901  ___________________________________________________________________
 GR1901* NAD 83(1994)-  36 36 18.82273(N)    114 34 51.40007(W)     ADJUSTED  
 GR1901* NAVD 88     -       909.4    (meters)    2984.     (feet)  VERTCON   
 GR1901  ___________________________________________________________________
 GR1901  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 GR1901  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 GR1901
 GR1901  HORZ ORDER  -  FIRST
 GR1901
 GR1901.The horizontal coordinates were established by classical geodetic methods
 GR1901.and adjusted by the National Geodetic Survey in June 1998..
 GR1901
 GR1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1901
 GR1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1901
 GR1901.The geoid height was determined by GEOID03.
 GR1901
 GR1901;                    North         East     Units Scale Factor Converg.
 GR1901;SPC NV E     - 8,206,290.500   289,675.820   MT  0.99999904   +0 35 51.9
 GR1901;SPC NV E     -26,923,471.42    950,378.09   sFT  0.99999904   +0 35 51.9
 GR1901;UTM  11      - 4,053,805.075   716,364.390   MT  1.00017679   +1 26 34.9
 GR1901
 GR1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1901!SPC NV E     -   0.99986156  x   0.99999904  =   0.99986060
 GR1901!UTM  11      -   0.99986156  x   1.00017679  =   1.00003833
 GR1901
 GR1901:                Primary Azimuth Mark                     Grid Az
 GR1901:SPC NV E     -  MUD                                      011 12 09.0
 GR1901:UTM  11      -  MUD                                      010 21 26.0
 GR1901
 GR1901|---------------------------------------------------------------------|
 GR1901| PID    Reference Object                     Distance      Geod. Az  |
 GR1901|                                                           dddmmss.s |
 GR1901| GR0821 MUD                                 APPROX. 7.1 KM 0114800.9 |
 GR1901| CC4842 GLEN RM 1                             2.887 METERS 02526     |
 GR1901| GR1900 LOS ANGELES SALT LK AWY BN 31A      APPROX.10.4 KM 0313128.8 |
 GR1901| GR1824 LOS ANGELES SALT LK AWY BN 31B      APPROX.15.4 KM 0394951.9 |
 GR1901| GR1821 LITTLE VIRGIN CAIRN                 APPROX.27.1 KM 1003604.3 |
 GR1901| CC4843 GLEN RM 2                             4.612 METERS 18715     |
 GR1901| GR0826 KIM                                 APPROX. 3.6 KM 3173213.6 |
 GR1901| GR1899 MOAPA UNION PACIFIC WATER TANK      APPROX. 8.4 KM 3334653.1 |
 GR1901| CC4841 GLEN AZ MK                                         3382925.1 |
 GR1901| GR0823 DALE                                APPROX. 4.9 KM 3544900.4 |
 GR1901|---------------------------------------------------------------------|
 GR1901
 GR1901                          SUPERSEDED SURVEY CONTROL
 GR1901
 GR1901  NAD 83(1994)-  36 36 18.82235(N)    114 34 51.39814(W) AD(       ) 1
 GR1901  NAD 83(1992)-  36 36 18.82159(N)    114 34 51.39889(W) AD(       ) 1
 GR1901  NAD 83(1986)-  36 36 18.81684(N)    114 34 51.39211(W) AD(       ) 1
 GR1901  NAD 27      -  36 36 18.92000(N)    114 34 48.44000(W) AD(       ) 1
 GR1901  NGVD 29 (07/19/86)  908.7    (m)         2981.     (f) VERT ANG       
 GR1901
 GR1901.Superseded values are not recommended for survey control.
 GR1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1901.See file dsdata.txt to determine how the superseded data were derived.
 GR1901
 GR1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1636453805(NAD 83)
 GR1901_MARKER: DS = TRIANGULATION STATION DISK
 GR1901_SETTING: 66 = SET IN ROCK OUTCROP
 GR1901_SP_SET: PARTIALLY EXPOSED BEDROCK
 GR1901
 GR1901  HISTORY     - Date     Condition        Report By
 GR1901  HISTORY     - 1944     MONUMENTED       CGS
 GR1901  HISTORY     - 1948     GOOD             USGS
 GR1901  HISTORY     - 1951     GOOD             USGS
 GR1901  HISTORY     - 1954     GOOD             CGS
 GR1901  HISTORY     - 1957     GOOD             CGS
 GR1901  HISTORY     - 1969     GOOD             USGS
 GR1901
 GR1901                          STATION DESCRIPTION
 GR1901
 GR1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 GR1901'STATION IS ON A SADDLE BETWEEN THE TWO HIGHEST POINTS OF A
 GR1901'HOGBACK RIDGE WHICH APPEARS AS A SHARP PEAK FROM GLENDALE.
 GR1901'IT IS ABOUT 4 MILES DUE S OF THE SHELL SERVICE STATION IN
 GR1901'GLENDALE AND ABOUT 2-1/2 MILES SE OF U.S. HIGHWAY 91 WHICH
 GR1901'LEADS S FROM GLENDALE TO LAS VEGAS.  THE MOUNTAINS TO THE
 GR1901'S OF THE STATION RISE MUCH HIGHER.
 GR1901'
 GR1901'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 GR1901'WITH THE GROUND.  IT IS STAMPED GLEN 1944.
 GR1901'
 GR1901'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 GR1901'FLUSH WITH THE GROUND.  IT IS STAMPED GLEN NO 1 1944.
 GR1901'
 GR1901'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH
 GR1901'WITH THE GROUND.  IT IS STAMPED GLEN NO 2 1944.
 GR1901'
 GR1901'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER THAT
 GR1901'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS STAMPED GLEN 1944
 GR1901'AND IS 4 FEET E OF A 4- BY 4-INCH WITNESS POST.
 GR1901'
 GR1901'TO REACH STATION FROM THE STANDARD SERVICE STATION IN GLENDALE,
 GR1901'GO S ON U.S. HIGHWAY 91 TOWARD LAS VEGAS 0.4 MILE TO JUNCTION
 GR1901'OF U.S. HIGHWAYS 91 AND 93, CONTINUE ON HIGHWAY 91 FOR 2.3
 GR1901'MILES TO AN OLD CROSS ROAD.  TURN LEFT OFF THE HIGHWAY AND
 GR1901'GO SE ALONG THE OLD ROAD ABOUT 0.5 MILE TO A POWER-TRANSMISSION
 GR1901'LINE AND THE POWER-TRANSMISSION LINE ROAD.  TURN RIGHT ACROSS
 GR1901'THE FIRST WASH ABOUT 0.1 MILE AND THEN TURN LEFT OFF THE ROAD
 GR1901'AND TO THE SE AGAIN ACROSS COUNTRY ALONG A DIM TRACK ROAD FOR
 GR1901'1.0 MILE TO END OF TRUCK TRAVEL AT THE NARROWS.  THE AZIMUTH
 GR1901'MARK IS AT THIS POINT.  PACK ACROSS THE VALLEY TO THE E
 GR1901'HEADING UP THE ROCKY SLOPES TO THE TOP OF THE MAIN RIDGE, TURN
 GR1901'RIGHT AND FOLLOW THE RIDGE S AND UPWARD TO THE PEAKS.
 GR1901'STATION IS ON THE SLIGHT SADDLE BETWEEN THE TWO HIGHEST
 GR1901'PEAKS.
 GR1901'
 GR1901'HEIGHT OF LIGHT TO HAYFORD ABOVE STATION MARK - 0.21 METER.
 GR1901'
 GR1901'HEIGHT OF LIGHT TO MORMON ABOVE STATION MARK - 0.80 METER.
 GR1901
 GR1901                          STATION RECOVERY (1948)
 GR1901
 GR1901'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 GR1901'RECOVERED IN GOOD CONDITION.
 GR1901
 GR1901                          STATION RECOVERY (1951)
 GR1901
 GR1901'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1901'RECOVERED IN GOOD CONDITION.
 GR1901
 GR1901                          STATION RECOVERY (1954)
 GR1901
 GR1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 GR1901'RECOVERED.  THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED
 GR1901'IN GOOD CONDITION AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 GR1901
 GR1901                          STATION RECOVERY (1957)
 GR1901
 GR1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1901'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN GOOD
 GR1901'CONDITION.  THE AZIMUTH MARK WAS NOT VISITED BUT WAS OBSERVED
 GR1901'FROM THE STATION AND IT IS IN THE LOCATION AS DESCRIBED.  HEREIN
 GR1901'IS A NEW ROUTE TO STATION.  FROM THE STANDARD SERVICE STATION
 GR1901'IN GLENDALE, GO WESTERLY ON U.S. HIGHWAY 91 FOR 0.4 MILE
 GR1901'TO THE JUNCTION WITH U.S. 93, CONTINUE WESTERLY ON U.S. HIGHWAYS
 GR1901'91 AND 93 FOR 2.7 MILES TO A T ROAD LEFT, (SOUTH) TURN LEFT
 GR1901'OFF HIGHWAY AND FOLLOW BLADED DIRT SOUTH AND SOUTHEAST FOR
 GR1901'2.7 MILES TO WERE ROAD DROPS OFF SHARP TO THE SOUTH SIDE OF A
 GR1901'RIDGE, THIS IS ETT. FROM HERE PACK SOUTHEAST UP NORTH SIDE
 GR1901'OF RIDGE AND PASSING TO THE NORTH SIDE OF TWO SMALL PEAK TO
 GR1901'HIGHEST POINT AND STATION.  NOTE--PACKING TIME ABOUT 40
 GR1901'MINUTES AND A FOUR WHEEL DRIVE VEHICLE IS DESIRBLE TO REACH
 GR1901'ETT.
 GR1901
 GR1901                          STATION RECOVERY (1969)
 GR1901
 GR1901'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GR1901'ALL MARKS IN GOOD CONDITION.
 GR1901'
 GR1901'REACHED BY HELICOPTER.
 GR1901'
 GR1901'TO REACH FROM GLENDALE, NEVADA, DRIVE W. FROM THE CHEVRON STATION
 GR1901'TO THE JUNCTION OF NEVADA STATE HIGHWAY 7 AND INTERSTATE 15
 GR1901'HIDDEN VALLEY EXIT.  TURN LEFT DRIVE THROUGH UNDERPASS, TURN
 GR1901'RIGHT AND DRIVE W. 0.8 MI. TO A ROADSIDE REST.  TURN LEFT, S.
 GR1901'AND DRIVE 1.8 MI. ON DIRT RD. TO LOW SADDLE AND END OF TRUCK
 GR1901'TRAVEL.  PACK S. ALONG N. SIDE OF RIDGE TO TOP AND STATION.
 GR1901'ABOUT A 45 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0888 ***********************************************************************
 GS0888  DESIGNATION -  GLO 4
 GS0888  PID         -  GS0888
 GS0888  STATE/COUNTY-  NV/NYE
 GS0888  USGS QUAD   -  FRANKLIN WELL (1987)
 GS0888
 GS0888                         *CURRENT SURVEY CONTROL
 GS0888  ___________________________________________________________________
 GS0888* NAD 83(1994)-  36 25 31.63409(N)    116 23 31.39832(W)     ADJUSTED  
 GS0888* NAVD 88     -       666.5    (meters)    2187.     (feet)  VERTCON   
 GS0888  ___________________________________________________________________
 GS0888  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 GS0888  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 GS0888
 GS0888  HORZ ORDER  -  SECOND
 GS0888
 GS0888.The horizontal coordinates were established by classical geodetic methods
 GS0888.and adjusted by the National Geodetic Survey in June 1998..
 GS0888
 GS0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0888
 GS0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0888
 GS0888.The geoid height was determined by GEOID03.
 GS0888
 GS0888;                    North         East     Units Scale Factor Converg.
 GS0888;SPC NV C     - 6,185,910.412   524,623.881   MT  0.99990747   +0 09 47.0
 GS0888;SPC NV C     -20,294,941.08  1,721,203.52   sFT  0.99990747   +0 09 47.0
 GS0888;SPC CA 4     -   624,358.055 2,233,831.254   MT  0.99994685   +1 33 21.1
 GS0888;SPC CA 4     - 2,048,414.72  7,328,828.04   sFT  0.99994685   +1 33 21.1
 GS0888;UTM  11      - 4,031,310.870   554,497.114   MT  0.99963659   +0 21 39.6
 GS0888
 GS0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0888!SPC NV C     -   0.99989989  x   0.99990747  =   0.99980737
 GS0888!SPC CA 4     -   0.99989989  x   0.99994685  =   0.99984675
 GS0888!UTM  11      -   0.99989989  x   0.99963659  =   0.99953652
 GS0888
 GS0888:                Primary Azimuth Mark                     Grid Az
 GS0888:SPC NV C     -  FAIRBANKS                                019 30 05.6
 GS0888:SPC CA 4     -  FAIRBANKS                                018 06 31.5
 GS0888:UTM  11      -  FAIRBANKS                                019 18 13.0
 GS0888
 GS0888|---------------------------------------------------------------------|
 GS0888| PID    Reference Object                     Distance      Geod. Az  |
 GS0888|                                                           dddmmss.s |
 GS0888| GS0837 FAIRBANKS                           APPROX.12.9 KM 0193952.6 |
 GS0888| CC5297 GLO 4 RM                             14.620 METERS 04955     |
 GS0888|---------------------------------------------------------------------|
 GS0888
 GS0888                          SUPERSEDED SURVEY CONTROL
 GS0888
 GS0888  NAD 83(1992)-  36 25 31.63189(N)    116 23 31.39904(W) AD(1991.35) 2
 GS0888  NAD 83(1992)-  36 25 31.63216(N)    116 23 31.39689(W) AD(       ) 2
 GS0888  NAD 83(1986)-  36 25 31.62051(N)    116 23 31.40048(W) AD(       ) 2
 GS0888  NAD 27      -  36 25 31.79800(N)    116 23 28.23600(W) AD(       ) 2
 GS0888  NGVD 29 (07/19/86)  665.7    (m)         2184.     (f) VERT ANG       
 GS0888
 GS0888.Superseded values are not recommended for survey control.
 GS0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0888.See file dsdata.txt to determine how the superseded data were derived.
 GS0888
 GS0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA5449731311(NAD 83)
 GS0888_MARKER: Z = SEE DESCRIPTION
 GS0888_SETTING: 0 = UNSPECIFIED SETTING
 GS0888
 GS0888  HISTORY     - Date     Condition        Report By
 GS0888  HISTORY     - 1926     MONUMENTED       CGS
 GS0888  HISTORY     - 1926     SEE DESCRIPTION  CGS
 GS0888  HISTORY     - 1949     SEE DESCRIPTION  CGS
 GS0888  HISTORY     - 1950     SEE DESCRIPTION  CGS
 GS0888
 GS0888                          STATION DESCRIPTION
 GS0888
 GS0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (WM)
 GS0888'ABOUT 9 MILES E OF N OF DEATH VALLEY JUNCTION, CALIF., ABOUT
 GS0888'1/2 MILE N OF GENERAL PETROLEUM AND CLAY CO.S BUILDINGS,
 GS0888'AND AT CORNER OF SECS. 1, 6, 31, AND 36, TPS. 17 AND 18 S.,
 GS0888'RS. 49 AND 50 E. OF THE MOUNT DIABLO MERIDIAN.
 GS0888'
 GS0888'TO REACH FROM DEATH VALLEY JUNCTION, FOLLOW MAIN ROAD 7 MILES
 GS0888'TOWARD FAIRBANKS RANCH AND LAS VEGAS TO SIGN DEATH VALLEY
 GS0888'JUNTION 7-BEATTY 42-FAIRBANKS RANCH 9-LAS VEGAS 95, TAKE
 GS0888'NORTHERLY ONE OF TWO ROADS RUNNING E AND FOLLOW NE 2.1 MILES
 GS0888'TO THE GENERAL PETROLEUM AND CLAY CO.S BUILDINGS, CONTINUE
 GS0888'N ABOUT 1/2 MILE AND THEN E AND SE ABOUT 0.1 MILE TO CROSSROADS,
 GS0888'AND GO SE 200 YARDS TO STATION SITE.
 GS0888'
 GS0888'MARKED BY BRASS DISK IN CONCRETE PROJECTING 4 INCHES, STAMPED
 GS0888'WITH SECTION, TOWNSHIP, AND RANGE NUMBERS.  MARK PRIOR TO
 GS0888'1926 WAS 2-INCH SQUARE WOODEN STAKE IN MOUND OF EARTH AND WAS
 GS0888'REPLACED ALONGSIDE CONCRETE POST.
 GS0888'
 GS0888'REFERENCE MARK IS A BRASS DISK, IN CONCRETE POST PROJECTING
 GS0888'3 INCHES WITH ARROW POINTING TOWARD STATION AND 14.629 METERS
 GS0888'(48.00 FEET) DISTANT IN AZIMUTH 229 DEG 56 MIN.
 GS0888
 GS0888                          STATION RECOVERY (1926)
 GS0888
 GS0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (WM)
 GS0888'ABOUT 9 MILES E OF N OF DEATH VALLEY JUNCTION, CALIFORNIA,
 GS0888'AND ABOUT 1/2 MILE N OF THE GENERAL PETROLEUM AND CLAY COMPANY
 GS0888'BUILDINGS.  CORNER SECS. 1 AND 6, 31 AND 36, TS 17 AND 18 S,
 GS0888'RS 49 AND 50 E, M.D.M.
 GS0888'
 GS0888'FROM DEATH VALLEY JUNCTION, FOLLOW MAIN ROAD TOWARD THE
 GS0888'FAIRBANKS RANCH AND LAS VEGAS FOR ABOUT 7 MILES TO ROAD SIGN
 GS0888'MARKED, DEATH VALLEY JCT. 7, BEATTY 42, FAIRBANKS RANCH 9,
 GS0888'LAS VEGAS 95, TAKE THE N ONE OF TWO ROADS RUNNING EASTWARD
 GS0888'AND FOLLOW NE FOR 2.1 MILES TO THE CLAY COMPANY BUILDINGS,
 GS0888'THENCE N FOR ABOUT 1/2 MILE, THENCE E AND SE ABOUT 0.1 MILE
 GS0888'TO THE CORNER WHICH IS ABOUT 200 YARDS SE OF THE CROSSROADS.
 GS0888
 GS0888                          STATION RECOVERY (1949)
 GS0888
 GS0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WWH)
 GS0888'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 GS0888'
 GS0888'TO REACH THE STATION FROM THE CALIFORNIA-NEVADA STATE LINE
 GS0888'ON HIGHWAY 29, GO SOUTHWESTERLY FOR 0.6 MILE TO A WELL-GRADED
 GS0888'ROAD.  TURN EAST ON GRAVELED ROAD FOR 2.1 MILES TO A BUILDING.
 GS0888'FOLLOW THE ROAD IN A NORTHERLY DIRECTION FOR 0.4 MILE TO A
 GS0888'CROSSROAD JUST BEFORE REACHING AN OLD WINDMILL.  TURN SHARP
 GS0888'RIGHT AND TAKE A DIM TRACK ROAD 0.15 MILE TO THE STATION
 GS0888'SITE.
 GS0888
 GS0888                          STATION RECOVERY (1950)
 GS0888
 GS0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RJS)
 GS0888'STATION RECOVERED AND ORIGINAL DESCRIPTION DEEMED NOT ADEQUATE.
 GS0888'A COMPLETE DESCRIPTION FOLLOWS.
 GS0888'
 GS0888'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE NORTH BY EAST
 GS0888'OF DEATH VALLEY JUNCTION, ABOUT 0.5 MILE NORTH OF GENERAL
 GS0888'PETROLEUM AND CLAY COMPANY PLANT IN A FLAT SANDY AREA.  THE
 GS0888'STATION MARK IS A U.S.G.L.O. SECTION CORNER MARK SET IN THE
 GS0888'TOP OF A CIRCULAR CONCRETE POST THAT PROJECTS 1 FOOT.  THE
 GS0888'MARK IS SET 0.15 MILE SOUTHEAST OF A WINDMILL AND 10 PACES
 GS0888'NORTHEAST OF A TRACK ROAD.  THE MARK IS STAMPED, T17S R49E
 GS0888'R50E S36 S31 S1 S6 T18S 1926.
 GS0888'
 GS0888'THE REFERENCE MARK IS A U.S.G.L.O. REFERENCE MARK SET IN THE
 GS0888'TOP OF A CIRCULAR CONCRETE POST THAT PROJECTS 6 INCHES, IS
 GS0888'ABOUT THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED,
 GS0888'1926.
 GS0888'
 GS0888'TO REACH THE STATION FROM DEATH VALLEY JUNCTION, GO NORTHERLY
 GS0888'ON STATE HIGHWAY 127 FOR 6.9 MILES TO A BLADED ROAD RIGHT.
 GS0888'TURN RIGHT, GO 2.1 MILES TO BUILDINGS ON RIGHT.  TURN LEFT
 GS0888'ON A DIM ROAD AND GO NORTHERLY 0.4 MILE TO A CROSSROAD AT A
 GS0888'WINDMILL.  TURN RIGHT, GO SOUTHEASTERLY 0.15 MILE TO STATION
 GS0888'ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0402 ***********************************************************************
 JP0402  DESIGNATION -  GLO A
 JP0402  PID         -  JP0402
 JP0402  STATE/COUNTY-  NV/NYE
 JP0402  USGS QUAD   -  BLUE EAGLE SPRINGS SW (1990)
 JP0402
 JP0402                         *CURRENT SURVEY CONTROL
 JP0402  ___________________________________________________________________
 JP0402* NAD 83(1994)-  38 34 30.88411(N)    115 44 44.91755(W)     ADJUSTED  
 JP0402* NAVD 88     -      1471.     (meters)    4826.     (feet)  SCALED    
 JP0402  ___________________________________________________________________
 JP0402  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 JP0402  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 JP0402
 JP0402  HORZ ORDER  -  SECOND
 JP0402
 JP0402.The horizontal coordinates were established by classical geodetic methods
 JP0402.and adjusted by the National Geodetic Survey in June 1998..
 JP0402
 JP0402.The orthometric height was scaled from a topographic map.
 JP0402
 JP0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0402
 JP0402.The geoid height was determined by GEOID03.
 JP0402
 JP0402;                    North         East     Units Scale Factor Converg.
 JP0402;SPC NV C     - 6,424,852.683   580,237.950   MT  0.99997926   +0 34 27.2
 JP0402;SPC NV C     -21,078,870.84  1,903,664.01   sFT  0.99997926   +0 34 27.2
 JP0402;UTM  11      - 4,270,388.506   609,250.756   MT  0.99974698   +0 46 55.6
 JP0402
 JP0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0402!SPC NV C     -   0.99977289  x   0.99997926  =   0.99975215
 JP0402!UTM  11      -   0.99977289  x   0.99974698  =   0.99951993
 JP0402
 JP0402|---------------------------------------------------------------------|
 JP0402| PID    Reference Object                     Distance      Geod. Az  |
 JP0402|                                                           dddmmss.s |
 JP0402| DD5903 GLO A RM 1                           14.243 METERS 07653     |
 JP0402| DD5902 GLO A AZ MK                                        0825836.8 |
 JP0402| DD5904 GLO A RM 2                           22.572 METERS 14400     |
 JP0402|---------------------------------------------------------------------|
 JP0402
 JP0402                          SUPERSEDED SURVEY CONTROL
 JP0402
 JP0402  NAD 83(1986)-  38 34 30.87849(N)    115 44 44.91848(W) AD(       ) 2
 JP0402  NAD 27      -  38 34 31.12100(N)    115 44 41.78400(W) AD(       ) 2
 JP0402
 JP0402.Superseded values are not recommended for survey control.
 JP0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0402.See file dsdata.txt to determine how the superseded data were derived.
 JP0402
 JP0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC0925170389(NAD 83)
 JP0402_MARKER: P = PIPE CAP
 JP0402_SETTING: 0 = UNSPECIFIED SETTING
 JP0402
 JP0402  HISTORY     - Date     Condition        Report By
 JP0402  HISTORY     - 1939     MONUMENTED       CGS
 JP0402
 JP0402                          STATION DESCRIPTION
 JP0402
 JP0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0402'STATION G.L.O. A IS A STANDARD GENERAL LAND OFFICE BRASS
 JP0402'SECTION CORNER IN THE TOP OF A 1-INCH PIPE PROJECTING 1 FOOT.
 JP0402'IT IS LOCATED ON THE N SIDE OF U.S. HIGHWAY 6, 2.2 MILES NE
 JP0402'OF LOCKES RANCH IN THE W SIDE OF RAILROAD VALLEY, AND ABOUT
 JP0402'20 MILES SW OF CURRANT POST OFFICE OR CALLOWAYS RANCH IN THE
 JP0402'E SIDE OF THE VALLEY.
 JP0402'
 JP0402'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 JP0402'
 JP0402'REFERENCE MARK NO. 1 IS A STANDARD DISK IN 10-INCH SQUARE
 JP0402'CONCRETE, PROJECTING 10 INCHES ENE OF STATION, AND SAME
 JP0402'ELEVATION AS STATION.  IT IS STAMPED, 1 GLO A, 1939.  REFERENCE
 JP0402'MARK NO. 2 IS A STANDARD DISK IN 10-INCH SQUARE CONCRETE,
 JP0402'PROJECTING 10 INCHES SE OF STATION, SAME ELEVATION AS STATION,
 JP0402'STAMPED 2 GLO A 1939.
 JP0402'
 JP0402'AZIMUTH MARK IS A STANDARD DISK SET IN 10-INCH SQUARE CONCRETE
 JP0402'BLOCK, PROJECTING 10 INCHES E OF STATION 1,320 FEET (PACED),
 JP0402'75 FEET SE FROM THE CENTER LINE OF THE HIGHWAY, AND 100 FEET
 JP0402'E OF HIGHWAY GUARD POST B 124+90, STAMPED GLO A 1939.
 JP0402'
 JP0402'A 4 X 4-INCH STAKE, PAINTED WHITE, PROJECTING 2 FEET, NW OF
 JP0402'STATION, 1.46 METERS (4.80 FEET).
 JP0402'
 JP0402'A 4 X 4-INCH STAKE, PAINTED WHITE, PROJECTING 2 FEET, S OF
 JP0402'AZIMUTH MARK, 1.39 METERS (4.55 FEET).
 JP0402'
 JP0402'BAROMETRIC ELEVATION IS 4,980 FEET.
 JP0402'
 JP0402'TO REACH FROM LOCKES RANCH FOLLOW U.S. HIGHWAY 6 NE 2.0 MILES
 JP0402'TO HIGHWAY GUARD POST B 105+30, TURN LEFT OFF HIGHWAY ON TRACK
 JP0402'ROAD FOR 0.2 MILE.  MARK IS 25 FEET W OF CENTER LINE OF TRACK
 JP0402'ROAD.  NO IDENTIFYING OBJECTS IN VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0812 ***********************************************************************
 MT0812  DESIGNATION -  GLO D
 MT0812  PID         -  MT0812
 MT0812  STATE/COUNTY-  NV/ELKO
 MT0812  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0812
 MT0812                         *CURRENT SURVEY CONTROL
 MT0812  ___________________________________________________________________
 MT0812* NAD 83(1994)-  41 59 47.11020(N)    115 22 37.60264(W)     ADJUSTED  
 MT0812* NAVD 88     -      1850.3    (meters)    6071.     (feet)  VERTCON   
 MT0812  ___________________________________________________________________
 MT0812  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 MT0812  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 MT0812
 MT0812  HORZ ORDER  -  FIRST
 MT0812
 MT0812.The horizontal coordinates were established by classical geodetic methods
 MT0812.and adjusted by the National Geodetic Survey in June 1998..
 MT0812
 MT0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0812
 MT0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0812
 MT0812.The geoid height was determined by GEOID03.
 MT0812
 MT0812;                    North         East     Units Scale Factor Converg.
 MT0812;SPC NV E     - 8,804,320.986   217,084.860   MT  0.99990359   +0 08 16.7
 MT0812;SPC NV E     -28,885,509.77    712,219.24   sFT  0.99990359   +0 08 16.7
 MT0812;SPC ID W     -    36,690.474   830,893.763   MT  0.99994507   +0 14 58.2
 MT0812;UTM  11      - 4,650,652.541   634,413.187   MT  0.99982231   +1 05 09.6
 MT0812
 MT0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0812!SPC NV E     -   0.99971239  x   0.99990359  =   0.99961600
 MT0812!SPC ID W     -   0.99971239  x   0.99994507  =   0.99965747
 MT0812!UTM  11      -   0.99971239  x   0.99982231  =   0.99953475
 MT0812
 MT0812|---------------------------------------------------------------------|
 MT0812| PID    Reference Object                     Distance      Geod. Az  |
 MT0812|                                                           dddmmss.s |
 MT0812| DD5911 GLO D RM 1                           17.432 METERS 18225     |
 MT0812| MT0809 KNIGHT CAIRN                        APPROX. 9.9 KM 2624058.6 |
 MT0812| DD5910 GLO D AZ MK                                        2700151.6 |
 MT0812| DD5912 GLO D RM 2                           16.170 METERS 32647     |
 MT0812|---------------------------------------------------------------------|
 MT0812
 MT0812                          SUPERSEDED SURVEY CONTROL
 MT0812
 MT0812  NAD 83(1994)-  41 59 47.10654(N)    115 22 37.59610(W) AD(       ) 1
 MT0812  NAD 83(1992)-  41 59 47.10615(N)    115 22 37.59705(W) AD(       ) 1
 MT0812  NAD 83(1986)-  41 59 47.10622(N)    115 22 37.59698(W) AD(       ) 1
 MT0812  NAD 27      -  41 59 47.44900(N)    115 22 34.34900(W) AD(       ) 1
 MT0812  NGVD 29 (07/19/86) 1849.1    (m)         6067.     (f) VERT ANG       
 MT0812
 MT0812.Superseded values are not recommended for survey control.
 MT0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0812.See file dsdata.txt to determine how the superseded data were derived.
 MT0812
 MT0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG3441350653(NAD 83)
 MT0812_MARKER: P = PIPE CAP
 MT0812_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0812_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 MT0812
 MT0812  HISTORY     - Date     Condition        Report By
 MT0812  HISTORY     - 1948     MONUMENTED       USGLO
 MT0812  HISTORY     - 1956     GOOD             CGS
 MT0812
 MT0812                          STATION DESCRIPTION
 MT0812
 MT0812'DESCRIBED BY US GENERAL LAND OFFICE 1948 (FAR)
 MT0812'THE STATION IS ON A HIGH SMOOTH MESA, NEAR THE IDAHO - NEVADA
 MT0812'BOUNDARY, ABOUT 2-1/2 MILES SOUTHWEST OF MURPHYS HOT SPRINGS
 MT0812'WHICH IS IN THE EAST FORK, JARBIDGE CANYON.
 MT0812'
 MT0812'THE STATION MARK, A U.S. GENERAL LAND OFFICE CAP ON THE TOP OF
 MT0812'A 2 INCH IRON PIPE, PROJECTING 18 INCHES ABOVE THE GROUND, IS
 MT0812'REINFORCED AT THE SURFACE OF THE GROUND WITH A CIRCULAR MASS OF
 MT0812'CONCRETE.  THE CAP IS STAMPED IDAHO T 47 N, R 58 E, S 2, S 1,
 MT0812'1918.  IT IS 1 FOOT SOUTHWEST OF A 3 WAY FENCE CORNER.
 MT0812'
 MT0812'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A 12 INCH
 MT0812'SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND, IS
 MT0812'STAMPED GLO D NO 1 1948.  IT IS APPROXIMATELY 2 FEET LOWER THAN
 MT0812'THE STATION MARK, AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 MT0812'
 MT0812'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A 12 INCH
 MT0812'SQUARE CONCRETE POST, PROJECTING 4 INCHES ABOVE THE GROUND, IS
 MT0812'STAMPED GLO D NO 2 1948.  IT IS 2 FEET LOWER THAN THE STATION AND
 MT0812'1-1/2 FEET WEST OF A FENCE LINE.
 MT0812'
 MT0812'THE AZIMUTH MARK, A U.S. GENERAL LAND OFFICE CAP ON THE TOP OF A
 MT0812'3 INCH IRON PIPE, PROJECTING 12 INCHES ABOVE THE GROUND, IS
 MT0812'STAMPED T 16 S, R 9 E, S 34 S 35.  IT IS IN A NORTH-SOUTH FENCE
 MT0812'LINE.
 MT0812'
 MT0812'TO REACH THE STATION FROM MURPHYS HOT SPRINGS CROSS THE BRIDGE JUST
 MT0812'WEST OF A GROUP OF CABINS THENCE GO UP GRADE ON A VERY NARROW
 MT0812'ROAD UP THE SOUTHWEST SIDE OF THE CANYON TO THE TOP OF A MESA
 MT0812'2.1 MILES TO A FORK.  TAKE THE RIGHT HAND ROAD 0.4 MILE TO A FORK.
 MT0812'TAKE THE LEFT HAND ROAD 0.25 MILE TO A GATE.  TURN LEFT ALONG THE
 MT0812'FENCE LINE AND GO 75 YARDS TO THE STATION IN A FENCE CORNER.  A
 MT0812'DRIVE STATION.
 MT0812
 MT0812                          STATION RECOVERY (1956)
 MT0812
 MT0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MT0812'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 MT0812'
 MT0812'THE STATION IS ON A HIGH SMOOTH MESA NEAR THE IDAHO-NEVADA
 MT0812'BOUNDARY, ABOUT 2.5 MILES SOUTHWEST OF MURPHYS HOT SPRINGS,
 MT0812'IDAHO, WHICH IS IN THE EAST FORK OF THE JARBIDGE RIVER CANYON.
 MT0812'
 MT0812'THE STATION MARK, A U.S. GENERAL LAND OFFICE CAP ON THE TOP OF A
 MT0812'2 INCH IRON PIPE, PROJECTING 18 INCHES ABOVE THE GROUND, IS
 MT0812'REINFORCED AT THE SURFACE OF THE GROUND WITH A CIRCULAR MASS OF
 MT0812'CONCRETE.  THE CAP IS STAMPED IDAHO S 2, S 1, T 47 N, R 58 E,
 MT0812'1918.  IT IS 1 FOOT SOUTHWEST OF A 3 WAY FENCE CORNER.
 MT0812'
 MT0812'REFERENCE MARK 1, A STANDARD DISK SET IN THE TOP OF A 12 INCH
 MT0812'SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND, IS
 MT0812'STAMPED GLO D NO 1 1948.  IT IS 2 FEET LOWER THAN THE STATION
 MT0812'MARK AND 2 FEET WEST OF A NORTH-SOUTH FENCE.
 MT0812'
 MT0812'REFERENCE MARK 2, A STANDARD DISK SET IN THE TOP OF A 12 INCH
 MT0812'SQUARE CONCRETE POST, PROJECTING 4 INCHES, IS STAMPED GLO D NO 2
 MT0812'1948.  IT IS 2 FEET LOWER THAN THE STATION AND 15 FEET WEST OF A
 MT0812'NORTH-SOUTH FENCE.
 MT0812'
 MT0812'THE AZIMUTH MARK, A U.S. GENERAL LAND OFFICE CAP ON THE TOP OF A
 MT0812'3 INCH IRON PIPE, PROJECTING 12 INCHES ABOVE THE GROUND, IS STAMPED
 MT0812'T 16 S, R 9 E, S 34, S 35.  IT IS IN A NORTH-SOUTH FENCE LINE.
 MT0812'
 MT0812'TO REACH FROM MURPHYS HOT SPRINGS, IDAHO, CROSS THE BRIDGE JUST
 MT0812'WEST OF A GROUP OF CABINS THENCE GO UPGRADE ON A VERY NARROW ROAD
 MT0812'UP THE SOUTHWEST SIDE OF THE CANYON TO THE TOP OF THE MESA, A
 MT0812'DISTANCE OF 2.10 MILES, TO A REVERSE Y.  CONTINUE STRIGHT AHEAD
 MT0812'ON THE MAIN TRAVELED ROAD FOR 0.05 MILES TO A Y FORK.  TAKE THE
 MT0812'RIGHT FORK AND GO SOUTHWEST FOR 0.55 MILES TO A FENCE AND A
 MT0812'GATE.  TURN LEFT AND FOLLOW DIM TRACKS SOUTH ALONG THE EAST SIDE
 MT0812'OF THE FENCE FOR 0.1 MILE TO A FENCE CORNER AND THE STATION.  A
 MT0812'DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0828 ***********************************************************************
 LR0828  DESIGNATION -  GOL
 LR0828  PID         -  LR0828
 LR0828  STATE/COUNTY-  NV/HUMBOLDT
 LR0828  USGS QUAD   -  GOLCONDA (1981)
 LR0828
 LR0828                         *CURRENT SURVEY CONTROL
 LR0828  ___________________________________________________________________
 LR0828* NAD 83(1994)-  40 56 00.90596(N)    117 24 00.96498(W)     ADJUSTED  
 LR0828* NAVD 88     -      1641.5    (meters)    5385.     (feet)  VERTCON   
 LR0828  ___________________________________________________________________
 LR0828  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 LR0828  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 LR0828
 LR0828  HORZ ORDER  -  SECOND
 LR0828
 LR0828.The horizontal coordinates were established by classical geodetic methods
 LR0828.and adjusted by the National Geodetic Survey in June 1998..
 LR0828
 LR0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0828
 LR0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0828
 LR0828.The geoid height was determined by GEOID03.
 LR0828
 LR0828;                    North         East     Units Scale Factor Converg.
 LR0828;SPC NV W     - 4,686,944.686   899,628.317   MT  1.00002213   +0 46 30.7
 LR0828;SPC NV W     -15,377,084.36  2,951,530.57   sFT  1.00002213   +0 46 30.7
 LR0828;UTM  11      - 4,531,461.526   466,303.037   MT  0.99961398   -0 15 44.1
 LR0828
 LR0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0828!SPC NV W     -   0.99974574  x   1.00002213  =   0.99976786
 LR0828!UTM  11      -   0.99974574  x   0.99961398  =   0.99935982
 LR0828
 LR0828:                Primary Azimuth Mark                     Grid Az
 LR0828:SPC NV W     -  SPIKE                                    113 14 20.8
 LR0828:UTM  11      -  SPIKE                                    114 16 35.6
 LR0828
 LR0828|---------------------------------------------------------------------|
 LR0828| PID    Reference Object                     Distance      Geod. Az  |
 LR0828|                                                           dddmmss.s |
 LR0828| LR0820 SPIKE                               APPROX. 4.1 KM 1140051.5 |
 LR0828| DB7358 GOL RM 2                              5.403 METERS 16449     |
 LR0828| DB7357 GOL RM 1                              4.899 METERS 33521     |
 LR0828|---------------------------------------------------------------------|
 LR0828
 LR0828                          SUPERSEDED SURVEY CONTROL
 LR0828
 LR0828  NAD 83(1986)-  40 56 00.91001(N)    117 24 00.96122(W) AD(       ) 2
 LR0828  NAD 27      -  40 56 01.25920(N)    117 23 57.53230(W) AD(       ) 2
 LR0828  NGVD 29 (07/19/86) 1640.5    (m)         5382.     (f) VERT ANG       
 LR0828
 LR0828.Superseded values are not recommended for survey control.
 LR0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0828.See file dsdata.txt to determine how the superseded data were derived.
 LR0828
 LR0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF6630331462(NAD 83)
 LR0828_MARKER: DS = TRIANGULATION STATION DISK
 LR0828_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LR0828
 LR0828  HISTORY     - Date     Condition        Report By
 LR0828  HISTORY     - 1958     MONUMENTED       CGS
 LR0828
 LR0828                          STATION DESCRIPTION
 LR0828
 LR0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0828'THE STATION IS ON THE SUMMIT OF A PROMINENT BARREN HILL ABOUT
 LR0828'5 MILES EAST-SOUTHEAST OF GOLCONDA, 1 MILE NORTH-NORTHWEST OF
 LR0828'GOLCONDA SUMMIT AND 1/2 MILE NORTH OF AN OLD CONCRETE
 LR0828'FOUNDAION WHICH ONCE HELD AN AIRWAY BEACON.
 LR0828'
 LR0828'TO REACH FROM GOLCONDA SUMMIT (5.8 MILES SOUTHEAST ALONG U.S.
 LR0828'HIGWAY 40 FROM GOLCONDA), FOLLOW TRACK ROAD NORTHERLY UP
 LR0828'RIDGE FOR 0.5 MILE TO SUMMIT OF FIRST HILL AND OLD BEACON
 LR0828'SITE.  CONTINUE ON ROAD FOR 0.15 MILE, TURN RIGHT AND FOLLOW
 LR0828'TRACKS DOWN INTO SADDLE AND UP RIDGE NORTHERLY FOR 0.5 MILE
 LR0828'TO HIGHEST POINT AND STATION.  CONVENTIONAL DRIVE VEHICLE.
 LR0828'
 LR0828'THE STATION MARK, STAMPED GOL NHD 1958, IS A STANDARD DISK
 LR0828'SET IN AN IRREGULAR-SHAPED CONCRETE POST FLUSH WITH THE
 LR0828'GROUND, AND 7 FEET NORTHEAST OF A METAL WITNESS POST.  NOTE--THE
 LR0828'MARK IS IDENTICAL WITH NEVADA HIGHWAY DEPARTMENT SURVEY MARK
 LR0828'WHICH WAS AN IRON BOLT WITH DRILL HOLE.  THE BOLT WAS REMOVED.
 LR0828'
 LR0828'REFERENCE MARK 1, STAMPED GOL NHD NO 1 1958, IS A STANDARD
 LR0828'DISK CEMENTED IN A DRILL HOLE IN A 10-INCH BOULDER PROJECTIG
 LR0828'ABOUT 1 INCH.
 LR0828'
 LR0828'REFERENCE MARK 2, STAMPED GOL NHD NO 2 1958, IS A STANDARD
 LR0828'DISK CEMENTED IN A DRILL HOLE IN OUTCROP PROJECTING ABOUT
 LR0828'1 FOOT ON THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0431 ***********************************************************************
 MU0431  DESIGNATION -  GOLCONDA
 MU0431  PID         -  MU0431
 MU0431  STATE/COUNTY-  NV/HUMBOLDT
 MU0431  USGS QUAD   -  GOLCONDA BUTTE (1983)
 MU0431
 MU0431                         *CURRENT SURVEY CONTROL
 MU0431  ___________________________________________________________________
 MU0431* NAD 83(1994)-  41 04 13.59129(N)    117 31 43.21483(W)     ADJUSTED  
 MU0431* NAVD 88     -      1439.4    (meters)    4722.     (feet)  VERTCON   
 MU0431  ___________________________________________________________________
 MU0431  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 MU0431  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 MU0431
 MU0431  HORZ ORDER  -  FIRST
 MU0431
 MU0431.The horizontal coordinates were established by classical geodetic methods
 MU0431.and adjusted by the National Geodetic Survey in June 1998..
 MU0431
 MU0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0431
 MU0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0431
 MU0431.The geoid height was determined by GEOID03.
 MU0431
 MU0431;                    North         East     Units Scale Factor Converg.
 MU0431;SPC NV W     - 4,702,003.677   888,631.521   MT  0.99999665   +0 41 34.6
 MU0431;SPC NV W     -15,426,490.40  2,915,451.92   sFT  0.99999665   +0 41 34.6
 MU0431;UTM  11      - 4,546,711.467   455,585.260   MT  0.99962428   -0 20 50.4
 MU0431
 MU0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0431!SPC NV W     -   0.99977743  x   0.99999665  =   0.99977408
 MU0431!UTM  11      -   0.99977743  x   0.99962428  =   0.99940180
 MU0431
 MU0431:                Primary Azimuth Mark                     Grid Az
 MU0431:SPC NV W     -  GOLCONDA AZ MK                           031 41 24.8
 MU0431:UTM  11      -  GOLCONDA AZ MK                           032 43 49.8
 MU0431
 MU0431|---------------------------------------------------------------------|
 MU0431| PID    Reference Object                     Distance      Geod. Az  |
 MU0431|                                                           dddmmss.s |
 MU0431| CD6633 GOLCONDA AZ MK                                     0322259.4 |
 MU0431| CD6634 GOLCONDA RM 1                         5.416 METERS 04322     |
 MU0431| CD6635 GOLCONDA RM 2                         4.760 METERS 13404     |
 MU0431| MU0435 RADAR DOME 3.5 MI NW WINNEMUCA      APPROX.21.2 KM 2515421.9 |
 MU0431|---------------------------------------------------------------------|
 MU0431
 MU0431                          SUPERSEDED SURVEY CONTROL
 MU0431
 MU0431  NAD 83(1986)-  41 04 13.59536(N)    117 31 43.21050(W) AD(       ) 1
 MU0431  NAD 27      -  41 04 13.94900(N)    117 31 39.76600(W) AD(       ) 1
 MU0431  NGVD 29 (07/19/86) 1438.4    (m)         4719.     (f) VERT ANG       
 MU0431
 MU0431.Superseded values are not recommended for survey control.
 MU0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0431.See file dsdata.txt to determine how the superseded data were derived.
 MU0431
 MU0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF5558546711(NAD 83)
 MU0431_MARKER: DS = TRIANGULATION STATION DISK
 MU0431_SETTING: 66 = SET IN ROCK OUTCROP
 MU0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0431
 MU0431  HISTORY     - Date     Condition        Report By
 MU0431  HISTORY     - 1940     MONUMENTED       CGS
 MU0431  HISTORY     - 1944     GOOD             USGS
 MU0431  HISTORY     - 1946     GOOD             CGS
 MU0431  HISTORY     - 1957     GOOD             USGS
 MU0431  HISTORY     - 1958     GOOD             CGS
 MU0431
 MU0431                          STATION DESCRIPTION
 MU0431
 MU0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MU0431'STATION IS LOCATED ABOUT 8 MILES W OF N OF GOLCONDA, 13
 MU0431'MILES NE OF WINNEMUCCA, NEAR THE LINE BETWEEN TOWNSHIPS 37 N,
 MU0431'R 39 AND 40 E, ON THE SUMMIT OF A LOW ISOLATED LAVA BUTTE.
 MU0431'
 MU0431'STATION, AZIMUTH AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE
 MU0431'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 MU0431'
 MU0431'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A
 MU0431'DRILL HOLE IN A BOULDER.
 MU0431'
 MU0431'AZIMUTH MARK IS 3/4 MILE NE OF THE STATION ON THE E END OF
 MU0431'THE HILL, ABOUT 200 FEET FROM THE HIGHEST POINT, IN A SMALL
 MU0431'OUTCROP.
 MU0431'
 MU0431'REACHED FROM THE RAILROAD STATION IN GOLCONDA BY GOING W ON
 MU0431'THE N SIDE OF THE TRACKS 0.3 MILE AND TURN RIGHT ON GRADED
 MU0431'GRAVEL ROAD, GO N 1.0 MILE AND TAKE LEFT FORK, CONTINUE N
 MU0431'ON THE MAIN-TRAVELED ROAD, GRADED GRAVEL, 2.4 MILES AND TURN
 MU0431'LEFT OFF THE GRADED ROAD ONTO A TRACK ROAD THAT LEADS W ALONG
 MU0431'THE N SIDE OF A FENCE, GO 1.15 MILES AND TAKE THE MIDDLE FORK,
 MU0431'MAIN-TRAVELED ROAD, THAT EDGES AWAY FROM THE FENCE, GO 0.6
 MU0431'MILE AND TAKE THE RIGHT FORK, NW, GO 1.7 MILES AND TAKE LEFT
 MU0431'FORK TOWARD STATION HILL, GO 2.2 MILES TO A POINT E OF THE
 MU0431'STATION, ABOUT 1-1/2 MILES DISTANT.  TRUCK WITH SOFT TIRES CAN BE
 MU0431'DRIVEN TO THE FOOT OF THE RIDGE.  THE FLAT BETWEEN THE ROAD
 MU0431'AND RIDGE IS SANDY AND VERY SOFT.  (A 10-MINUTE PACK
 MU0431'FROM THE FOOT OF RIDGE).
 MU0431
 MU0431                          STATION RECOVERY (1944)
 MU0431
 MU0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1944
 MU0431'RECOVERED AS DESCRIBED.
 MU0431
 MU0431                          STATION RECOVERY (1946)
 MU0431
 MU0431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 MU0431'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS
 MU0431'ARE IN GOOD CONDITION.
 MU0431'
 MU0431'THE STATION IS LOCATED ABOUT 13 MILES EAST SOUTH EAST OF
 MU0431'WINNEMUCCA, 8 MILES NORTH NORTH EAST OF GOLCONDA, NEAR THE
 MU0431'LINE BETWEEN TOWNSHIP 37 N, R 39 AND 40 E, ON THE SUMMIT OF
 MU0431'A LOW ISOLATED BUTTE.  IT IS A STANDARD DISK STAMPED GOLCONDA
 MU0431'1940, SET IN THE TOP OF OUTCROPPING BED ROCK.  THE MARK IS 60
 MU0431'FEET EAST OF THE SHOULDER OF THE HILL, 50 FEET NORTH OF THE
 MU0431'SOUTH EDGE OF THE HILL, AND ON THE HIGHEST PART OF THE HILL.
 MU0431'
 MU0431'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GOLCONDA NO
 MU0431'1 1940, SET IN A BOULDER, 1 FOOT ABOVE THE GROUND.  IT IS 50
 MU0431'FEET NORTH OF THE SOUTH EDGE OF THE HILL, 45 FEET WEST OF
 MU0431'THE EAST EDGE OF THE HILL, AND ABOUT 3 FEET LOWER THAN THE
 MU0431'STATION.
 MU0431'
 MU0431'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GOLCONDA NO
 MU0431'2 1940, SET IN BEDROCK ABOUT 18 INCHES LOWER THAN THE OTHER
 MU0431'ROCK IN THE VICINITY.  IT IS ABOUT 35 FEET NORTH OF THE SOUTH
 MU0431'EDGE OF THE HILL, 50 FEET EAST OF THE WEST EDGE OF THE HILL,
 MU0431'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 MU0431'
 MU0431'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GOLCONDA 1940,
 MU0431'SET IN OUTCROPPING BEDROCK, WHICH PROJECTS ABOUT 2 FEET.  IT IS
 MU0431'LOCATED ON THE SOUTH END OF THE BUTTE TO THE EAST OF THE STATION.
 MU0431'THE MARK IS 100 YARDS SOUTH EAST OF THE HIGHEST PART OF THE
 MU0431'HILL, WHICH IS A MUCH LARGER ROCK OUTCROP THAN THE ONE THE
 MU0431'MARK IS IN, 100 FEET NORTH OF THE SOUTH SHOULDER OF THE HILL,
 MU0431'AT THE NORTH END OF THE SMALL LINE OF OUTCROPPING.
 MU0431'
 MU0431'TO REACH THE STATION FROM GOLCONDA, WHICH IS 17 MILES EAST
 MU0431'AND SOUTH OF WINNEMUCCA GO NORTH FROM THE DEPOT ON THE EAST
 MU0431'SIDE OF THE TRACKS FOR 0.3 MILES TO A FORK, TAKE THE RIGHT
 MU0431'FORK AND GO 1.0 MILES CROSSING RAILROAD AND CONTINUE STRAIGHT
 MU0431'AHEAD FOR 2.5 MILES TO A FENCE CORNER ON THE LEFT, LEAVE
 MU0431'THE MAIN ROAD AND TAKE TRACK ROAD TO THE LEFT WHICH FOLLOWS
 MU0431'THE FENCE LINE THEN BEARS TO THE RIGHT FOR 1.15 MILES TO A
 MU0431'FORK, TAKE THE RIGHT AND GO 1.7 MILE TO A FORK, TAKE THE LEFT
 MU0431'FORK TOWARD THE STATION BUTTE FOR 2.2 MILES, THENCE BEAR
 MU0431'LEFT ACROSS THE SAGE BRUSH AND SAND FOR ABOUT 1-1/2 MILES TO
 MU0431'THE HIGHEST PART OF THE WEST BUTTE AND THE STATION AS
 MU0431'DESCRIBED ABOVE.
 MU0431'
 MU0431'THE DIRECTIONS IN OLD DESCRIPTION WERE MISLEADING.  THE SUN WAS
 MU0431'OUT THE DAY I VISITED THE STATION.  THE REFERENCE MARK WERE
 MU0431'CHECKED TWICE AND THE ABOVE FOUND TO BE CORRECT.
 MU0431
 MU0431                          STATION RECOVERY (1957)
 MU0431
 MU0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MU0431'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 MU0431
 MU0431                          STATION RECOVERY (1958)
 MU0431
 MU0431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 MU0431'STATION RECOVERED AS DESCRIBED AND THE MARKS ARE IN GOOD
 MU0431'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 MU0431'
 MU0431'STATION IS LOCATED, AIRLINE, ABOUT 12 MILES EAST-SOUTHEAST OF
 MU0431'WINNEMUCCA, 8 MILES NORTH-NORTHEAST OF GOLCONDA AND ON THE
 MU0431'SUMMIT OF A LOW, ISOLATED BUTTE.
 MU0431'
 MU0431'STATION IS REACHED AS FOLLOWS.  FROM THE RAILROAD DEPOT IN GOLCONDA,
 MU0431'GO NORTHWEST ALONG THE NORTHEAST SIDE OF THE RAILROAD TRACKS
 MU0431'FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 1.0
 MU0431'MILE TO A RAILROAD CROSSING.  CONTINUE STRAIGHT AHEAD FOR 2.4
 MU0431'MILES TO A FENCE CORNER ON THE LEFT.  TURN LEFT ON A TRACK
 MU0431'ROAD WHICH BEARS OFF TO THE RIGHT OF THE FENCE LINE, AND GO 1.2
 MU0431'MILES TO A FORK.  TAKE THE RIGHT FORK, MAIN TRAVELED ROAD,
 MU0431'AND GO 0.6 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 1.7
 MU0431'MILES TO A FORK.  TAKE THE LEFT FORK, TOWARD THE STATION
 MU0431'BUTTE, AND GO 2.2 MILES TO A DIM TRACK ROAD ON THE LEFT.  TURN
 MU0431'LEFT AND FOLLOW THE TRACK ROAD FOR 1.2 MILES TO THE SADDLE
 MU0431'BETWEEN THE TWO HUMPS.  THE AZIMUTH IS 0.25 MILE TO THE
 MU0431'RIGHT ON THE LOWER HUMP.  TURN RIGHT AT THE SADDLE
 MU0431'AND GO 0.3 MILE TO THE HIGHEST POINT OF THE BUTTE AND THE
 MU0431'STATION.
 MU0431'
 MU0431'NOTE--A FOUR WHEEL DRIVE TRUCK IS NECESSARY FROM THE MAIN
 MU0431'GRAVELED ROAD TO THE STATION.
 MU0431'
 MU0431'STATION MARK, STAMPED GOLCONDA 1940, IS A STANDARD DISK CEMENTED
 MU0431'IN A DRILL HOLE IN OUTCROPPING BEDROCK 1 FOOT IN DIAMETER
 MU0431'AND PROJECTING 2 INCHES.  IT IS ON THE HIGHEST PART OF THE HILL.
 MU0431'
 MU0431'REFERENCE MARK NUMBER 1, STAMPED GOLCONDA NO 1 1940, IS A STANDARD
 MU0431'DISK CEMENTED IN A DRILL HOLE IN A BOULDER 2 BY 2-1/2 FEET,
 MU0431'PROJECTING 6 INCHES AND IS 3 FEET LOWER THAN THE STATION.
 MU0431'
 MU0431'REFERENCE MARK NUMBER 2, STAMPED GOLCONDA NO 2 1940, IS A
 MU0431'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 MU0431'1 FOOT IN DIAMETER, FLUSH WITH THE GROUND AND IS 2-1/2 FEET
 MU0431'LOWER THAN THE STATION.
 MU0431'
 MU0431'AZIMUTH MARK, STAMPED GOLCONDA 1940, IS A STANDARD DISK CEMENTED
 MU0431'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS ABOUT 40 FEET
 MU0431'LONG AND 3 FEET WIDE, PROJECTING 2-1/2 FEET AND IS ON THE EAST
 MU0431'END OF THE HILL ABOUT 200 FEET FROM THE HIGHEST POINT.
 MU0431'
 MU0431'HEIGHT OF STAND--1.36 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1036 ***********************************************************************
 HQ1036  DESIGNATION -  GOLD
 HQ1036  PID         -  HQ1036
 HQ1036  STATE/COUNTY-  NV/NYE
 HQ1036  USGS QUAD   -  TRIANGLE MOUNTAIN (1988)
 HQ1036
 HQ1036                         *CURRENT SURVEY CONTROL
 HQ1036  ___________________________________________________________________
 HQ1036* NAD 83(1994)-  37 33 09.99107(N)    116 33 56.79175(W)     ADJUSTED  
 HQ1036* NAVD 88     -      1910.6    (meters)    6268.     (feet)  VERTCON   
 HQ1036  ___________________________________________________________________
 HQ1036  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 HQ1036  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 HQ1036
 HQ1036  HORZ ORDER  -  FIRST
 HQ1036
 HQ1036.The horizontal coordinates were established by classical geodetic methods
 HQ1036.and adjusted by the National Geodetic Survey in June 1998..
 HQ1036
 HQ1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1036
 HQ1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1036
 HQ1036.The geoid height was determined by GEOID03.
 HQ1036
 HQ1036;                    North         East     Units Scale Factor Converg.
 HQ1036;SPC NV C     - 6,310,974.896   508,914.174   MT  0.99990098   +0 03 41.4
 HQ1036;SPC NV C     -20,705,256.80  1,669,662.59   sFT  0.99990098   +0 03 41.4
 HQ1036;UTM  11      - 4,156,284.981   538,354.203   MT  0.99961812   +0 15 52.8
 HQ1036
 HQ1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1036!SPC NV C     -   0.99970432  x   0.99990098  =   0.99960533
 HQ1036!UTM  11      -   0.99970432  x   0.99961812  =   0.99932256
 HQ1036
 HQ1036:                Primary Azimuth Mark                     Grid Az
 HQ1036:SPC NV C     -  GOLD RM 3 AZIMUTH                        020 08 54.0
 HQ1036:UTM  11      -  GOLD RM 3 AZIMUTH                        019 56 42.6
 HQ1036
 HQ1036|---------------------------------------------------------------------|
 HQ1036| PID    Reference Object                     Distance      Geod. Az  |
 HQ1036|                                                           dddmmss.s |
 HQ1036| DD5921 GOLD RM 3 AZIMUTH                                  0201235.4 |
 HQ1036| DD5920 GOLD RM 2                            15.888 METERS 17246     |
 HQ1036| DD5919 GOLD RM 1                            13.408 METERS 34706     |
 HQ1036|---------------------------------------------------------------------|
 HQ1036
 HQ1036                          SUPERSEDED SURVEY CONTROL
 HQ1036
 HQ1036  NAD 83(1986)-  37 33 09.98774(N)    116 33 56.80033(W) AD(       ) 1
 HQ1036  NAD 27      -  37 33 10.19100(N)    116 33 53.60301(W) AD(       ) 1
 HQ1036  NGVD 29 (07/19/86) 1909.5    (m)         6265.     (f) VERT ANG       
 HQ1036
 HQ1036.Superseded values are not recommended for survey control.
 HQ1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1036.See file dsdata.txt to determine how the superseded data were derived.
 HQ1036
 HQ1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB3835456285(NAD 83)
 HQ1036_MARKER: DS = TRIANGULATION STATION DISK
 HQ1036_SETTING: 80 = SET IN A BOULDER
 HQ1036_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HQ1036
 HQ1036  HISTORY     - Date     Condition        Report By
 HQ1036  HISTORY     - 1933     MONUMENTED       CGS
 HQ1036  HISTORY     - 1950     GOOD             CGS
 HQ1036  HISTORY     - 1952     GOOD             AMS
 HQ1036  HISTORY     - 1968     GOOD             CGS
 HQ1036
 HQ1036                          STATION DESCRIPTION
 HQ1036
 HQ1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 HQ1036'STATION IS ON MOUNTAIN LOCALLY KNOWN AS GOLD MOUNTAIN.
 HQ1036'
 HQ1036'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS WEDGED
 HQ1036'IN A DRILL HOLE IN A BOULDER.
 HQ1036'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN
 HQ1036'OUTCROPPING BEDROCK.
 HQ1036'
 HQ1036'THE AZIMUTH MARK IS ON THE FIRST PROMINENT HILL NE OF STATION,
 HQ1036'APPROXIMATELY 1/2 MILE DISTANCE.
 HQ1036'
 HQ1036'REACHED FROM CEDAR PIPE LINE CAMP AS FOLLOWS--GO S OUT GATE AND
 HQ1036'CONTINUE ON THIS ROAD 3.1 MILES, KEEP STRAIGHT AHEAD ON
 HQ1036'MAIN-TRAVELED ROAD 14.0 MILES, PASSING TO THE RIGHT OF OLD HOUSE
 HQ1036'AND CONTINUE ON THIS ROAD 4.0 MILES, TAKE LEFT FORK AND GO 12.0
 HQ1036'MILES, LEAVE TRUCK HERE AND CLIMB UP GULCH AND FOLLOW THE RIDGE
 HQ1036'TO THE TOP OF MOUNTAIN AND STATION.  THE POINT WHERE THE TRUCK
 HQ1036'WAS LEFT IS 1.2 MILES BEFORE REACHING THE SUMMIT OF THE PASS.
 HQ1036
 HQ1036                          STATION RECOVERY (1950)
 HQ1036
 HQ1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ1036'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 HQ1036'DESCRIBED EXCEPT FOR A SLIGHT DIFFERENCE IN DISTANCE TO
 HQ1036'REFERENCE MARK NO. 1.  A DIFFERENT ROUTE FOR REACHING THE STATION
 HQ1036'IS LISTED BELOW.
 HQ1036'
 HQ1036'THE STATION IS LOCATED ABOUT 51 MILES SOUTHEAST OF TONOPAH, ABOUT
 HQ1036'10 MILES SOUTHEAST OF ANTELOPE SPRINGS AND ABOUT 15 MILES WEST
 HQ1036'OF THE ABANDONED MINING CAMP AT GOLD REED.  IT IS ON THE HIGHEST
 HQ1036'POINT OF A LOW MOUNTAIN THAT RANGES IN A NORTH-SOUTH DIRECTION
 HQ1036'AND IS LOCALLY KNOWN AS GOLD MOUNTAIN.  THE MARK IS SET IN THE
 HQ1036'TOP OF A BOULDER THAT PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE.
 HQ1036'THE MARK IS 10 PACES EAST OF THE WEST EDGE OF THE PEAK AND ABOUT
 HQ1036'10 PACES WEST OF THE EAST EDGE OF THE PEAK.  IT IS STAMPED
 HQ1036'GOLD 1933.
 HQ1036'
 HQ1036'REFERENCE MARK NO. 1 IS STAMPED GOLD NO 1 1933 AND SET IN THE TOP
 HQ1036'OF A BOULDER THAT PROJECTS ABOUT 14 INCHES ABOVE THE SURFACE.  THE
 HQ1036'MARK IS ABOUT 2 FEET LOWER THAN THE
 HQ1036'STATION MARK.
 HQ1036'
 HQ1036'REFERENCE MARK NO. 2 IS STAMPED GOLD NO 2 1933 AND SET IN THE TOP
 HQ1036'OF A BOULDER THAT PROJECTS ABOUT 30 INCHES ABOVE THE SURFACE.  THE
 HQ1036'MARK IS ABOUT 5 FEET LOWER THAN THE
 HQ1036'STATION MARK.
 HQ1036'
 HQ1036'THE AZIMUTH MARK IS LOCATED ON THE FIRST PROMINENT POINT NORTH
 HQ1036'NORTHEAST OF THE STATION.  IT IS A BRONZE DISK AS DESCRIBED IN
 HQ1036'STAMPED GOLD NO 3 1933 AND SET IN THE TOP OF A BOULDER.
 HQ1036'THAT PROJECTS ABOUT 2 FEET ABOVE THE SURFACE.  IT IS WEST OF AND
 HQ1036'AT THE BASE OF A 3 FOOT CAIRN.
 HQ1036'
 HQ1036'THE STATION IS REACHED FROM THE POST OFFICE IN TONOPAH BY GOING
 HQ1036'EAST ALONG U.S. HIGHWAY 6 FOR 12.0 MILES TO AN OILED ROAD RIGHT.
 HQ1036'TURN RIGHT AND FOLLOW THIS OILED ROAD IN A SOUTHEASTERLY DIRECTION
 HQ1036'FOR 19.8 MILES TO THE EDGE OF THE BOMBING RANGE AND A ROAD FORK.
 HQ1036'CONTINUE STRAIGHT AHEAD FOR 2.9 MILES TO A FORK.  TAKE THE RIGHT
 HQ1036'FORK AND GO 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK, OILED
 HQ1036'ROAD, AND GO 1.2 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 4.2
 HQ1036'MILES TO THE NORTHWEST END FO A PAVED AIRSTRIP.  CONTINUE
 HQ1036'ALONG THE AIRSTRIP TO ITS SOUTHEAST END A DISTANCE OF 1.0
 HQ1036'MILE.  AT THE END OF THE AIRSTRIP TAKE THE RIGHT FORK (THIS ROAD
 HQ1036'POINTS DIRECTLY AT ANTELOPE SPRINGS) AND GO 3.7 MILES TO
 HQ1036'A T ROAD.  TURN LEFT AND GO 1.0 MILE TO A LARGE TANK AT A
 HQ1036'CROSSROAD.  TURN LEFT AND CONTINUE EASTWARD (CROSSING
 HQ1036'AIRSTRIP) FOR 2.8 MILES TO A CROSSROAD.  CONTINUE STRAIGHT
 HQ1036'AHEAD EASTERLY AND GO 4.65 MILES TO A Y FORK.  TAKE THE RIGHT
 HQ1036'FORK FOR 2.7 MILES TO A REVERSE Y FORK THENCE ABOUT 100
 HQ1036'YARDS TO A CROSSROAD.  TURN RIGHT AND CONTINUE IN A
 HQ1036'SOUTHERLY DIRECTION FOR 2.55 MILES TO A FORK.  TAKE THE RIGHT
 HQ1036'FORK STRAIGHT AHEAD FOR 2.35 MILES TO A FORK.  TAKE THE
 HQ1036'RIGHT FORK AND GO 0.3 MILE TO A CROSSROAD WITH ANOTHER ROAD
 HQ1036'LEADING SOUTH A SHORT DISTANCE BEYOND.  TURN RIGHT (WEST) AND
 HQ1036'GO 3.3 MILES TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND FOLLOW
 HQ1036'DIM TRACKS FOR APPROXIMATELY 1.5 MILES TO THE BASE OF THE STATION
 HQ1036'HILL AND THE END OF TRUCK TRAVEL.  PACK WESTERLY TO THE HIGHEST
 HQ1036'POINT AND THE STATION.  A 20 MINUTE PACK.
 HQ1036'
 HQ1036'OBSERVATIONS MADE FROM A 1.1 METER TRIPOD.
 HQ1036
 HQ1036                          STATION RECOVERY (1952)
 HQ1036
 HQ1036'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ1036'STATION AND THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 HQ1036'
 HQ1036'THE AZIMUTH MARK WAS NOT VISITED.
 HQ1036'
 HQ1036'THE STATION IS LOCATED ON THE RIDGE TOP NEAR THE NORTH END OF AND
 HQ1036'ON THE HIGHEST POINT ON THE HILL.  236 FEET SOUTH BY SSE OF A
 HQ1036'PROMINENT ROCK OUTCROP WHICH IS ON THE NE SIDE OF THE HILL.
 HQ1036'318 FEET NNW OF A PROMINENT ROCK OUTCROP WHICH IS ON THE RIDGE.
 HQ1036'172 FEET EAST BY ENE OF A PROMINENT ROCK OUTCROP WHICH IS ON THE
 HQ1036'SLOPE OF THE RIDGE WHICH LEADS WSW FROM THE HILLTOP.
 HQ1036'
 HQ1036'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF AN
 HQ1036'OUTCROPPING BOULDER PROJECTING 0.6 FOOT AND IS STAMPED GOLD 1933.
 HQ1036
 HQ1036                          STATION RECOVERY (1968)
 HQ1036
 HQ1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ1036'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 HQ1036'CONDITION.  A DIFFERENCE IN THE DISTANCE WAS FOUND TO THE
 HQ1036'REFERENCE MARKS.
 HQ1036'
 HQ1036'DUE TO CHANGES IN THE TO REACH, A NEW DESCRIPTION FOLLOWS--
 HQ1036'
 HQ1036'STATION IS LOCATED ABOUT 51 MILES SOUTHEAST OF TONOPAH AND ABOUT
 HQ1036'10 MILES SOUTH EAST OF ANTELOPE SPRINGS ON THE HIGHEST POINT OF A
 HQ1036'LOW MOUNTAIN RANGE KNOWN AS GOLD MOUNTAIN.
 HQ1036'
 HQ1036'TO REACH FROM TONOPAH, GO EAST ON U.S. HIGHWAY 6 FOR 10 MILES
 HQ1036'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY FOR 19 MILES
 HQ1036'TO THE MAIN GUARD GATE OF THE TONOPAH TEST RANGE, CONTINUE FOR
 HQ1036'7 MILE TO THE RANGE HEADQUARTERS, CONTINUE SOUTH FOR 1 MILE TO A
 HQ1036'CROSSROAD, TURN LEFT AND GO FOR 5 MILES TO A FIVE WAY JUNCTION,
 HQ1036'TURN SHARP RIGHT AND GO SOUTHERLY FOR 2.9 MILES TO FORK AND
 HQ1036'SIGN MELLAN, KEEP THE RIGHT FORK FOR 0.25 MILE TO FORK, KEEP
 HQ1036'THE LEFT FORK FOR 3.5 MILES TO FORK, KEEP THE LEFT FORK FOR
 HQ1036'0.65 MILE TO A OLD MINING CAMP, CONTINUE SOUTHERLY FOR 0.15
 HQ1036'MILE TO A THREE WAY FORK, TAKE THE CENTER FORK AND FOLLOW MAIN
 HQ1036'TRACK ROAD FOR 0.85 MILE TO A REVERSE FORK, CONTINUE FOR 5.1
 HQ1036'MILES TO A REVERSE FORK, CONTINUE FOR 1.8 MILES TO FORK, KEEP
 HQ1036'RIGHT FOR 100 YARDS TO CROSSROAD, CONTINUE SOUTHERLY FOR 2.5
 HQ1036'MILE TO FORK, KEEP THE RIGHT FORK FOR 2.4 MILES TO FORK,
 HQ1036'CONTINUE FOR 0.4 MILE TO CROSSROAD, TURN RIGHT AND GO
 HQ1036'WESTERLY ON MAIN TRACK ROAD FOR 3.15 MILES TO A DIM TRACK ROAD
 HQ1036'LEFT, TURN LEFT AND GO SOUTHERLY FOR 1.5 MILES TO BASE OF
 HQ1036'MOUNTAIN AND END OF TRUCK TRAVEL.  HERE PACK WESTERLY AND
 HQ1036'SOUTHWEST TO HIGHEST POINT AND STATION.
 HQ1036'
 HQ1036'NOTE--A 4 WHEEL DRIVE FOR THE LAST 1.5 MILE AND A 40 MINUTE PACK.
 HQ1036'
 HQ1036'STATION MARK, A STANDARD DISK STAMPED GOLD 1933, IS SET IN A
 HQ1036'DRILL HOLE IN TOP OF ABOULDER WHICH PROJECTS 8 INCHES AND ON THE
 HQ1036'HIGHEST POINT OF MOUNTAIN.
 HQ1036'
 HQ1036'REFERENCE MARK 1, A STANDARD DISK STAMPED GOLD NO 1 1933, IS SET
 HQ1036'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 FOOT AND ABOUT 2 FEET
 HQ1036'LOWER THAN STATION.
 HQ1036'
 HQ1036'REFERENCE MARK 2, A STANDARD DISK STAMPED GOLD NO 1 1933, IS
 HQ1036'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2 FEET AND ABOUT
 HQ1036'6 FEET LOWER THAN STATION.
 HQ1036'
 HQ1036'REFERENCE MARK 3 (AZIMUTH MARK), A STANDARD DISK STAMPED GOLD NO
 HQ1036'3 1933, IS SET IN A BOULDER ON THE LAST HIGH POINT ABOUT 1/2
 HQ1036'MILE TO THE NORTHEAST OF STATION.
 HQ1036'
 HQ1036'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--51 MILES
 HQ1036'SOUTHEAST OF TONOPAH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8163 ***********************************************************************
 AH8163  DESIGNATION -  GOLD
 AH8163  PID         -  AH8163
 AH8163  STATE/COUNTY-  NV/MINERAL
 AH8163  USGS QUAD   -  INDIAN HEAD PEAK (1979)
 AH8163
 AH8163                         *CURRENT SURVEY CONTROL
 AH8163  ___________________________________________________________________
 AH8163* NAD 83(1994)-  38 36 42.29480(N)    118 19 49.73459(W)     ADJUSTED  
 AH8163* NAVD 88     -      2238.7    (meters)    7345.     (feet)  VERTCON   
 AH8163  ___________________________________________________________________
 AH8163  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AH8163  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AH8163
 AH8163  HORZ ORDER  -  THIRD
 AH8163
 AH8163.The horizontal coordinates were established by classical geodetic methods
 AH8163.and adjusted by the National Geodetic Survey in February 1999..
 AH8163
 AH8163.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8163
 AH8163.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8163
 AH8163.The geoid height was determined by GEOID03.
 AH8163
 AH8163;                    North         East     Units Scale Factor Converg.
 AH8163;SPC NV W     - 4,428,532.638   822,020.629   MT  0.99990597   +0 09 28.0
 AH8163;SPC NV W     -14,529,277.50  2,696,912.68   sFT  0.99990597   +0 09 28.0
 AH8163;UTM  11      - 4,274,532.729   384,161.954   MT  0.99976524   -0 49 49.3
 AH8163
 AH8163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8163!SPC NV W     -   0.99965270  x   0.99990597  =   0.99955870
 AH8163!UTM  11      -   0.99965270  x   0.99976524  =   0.99941802
 AH8163
 AH8163                          SUPERSEDED SURVEY CONTROL
 AH8163
 AH8163  NGVD 29 (02/26/99) 2237.5    (m)         7341.     (f) VERT ANG       
 AH8163
 AH8163.Superseded values are not recommended for survey control.
 AH8163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8163.See file dsdata.txt to determine how the superseded data were derived.
 AH8163
 AH8163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC8416274533(NAD 83)
 AH8163_MARKER: DS = TRIANGULATION STATION DISK
 AH8163_SETTING: 66 = SET IN ROCK OUTCROP
 AH8163_PROJECTION: FLUSH
 AH8163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8163+STABILITY: POSITION/ELEVATION WELL
 AH8163
 AH8163  HISTORY     - Date     Condition        Report By
 AH8163  HISTORY     - 1967     MONUMENTED       USGS
 AH8163
 AH8163                          STATION DESCRIPTION
 AH8163
 AH8163'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AH8163'LOCATED ABOUT 7.3 MI. N. AND 8.2 MI. W. OF LUNING, ABOUT 0.5 MI. W. OF
 AH8163'THE LOS AMIGOS MINE DIGGINGS, ON A HIGH PROMINENT CONE-SHAPED
 AH8163'DARK-BROWN TOP.
 AH8163'TO REACH FROM LUNING POST OFICE, DRIVE W. ON U.S. HWY. 95 FOR 6.9 MI.
 AH8163'TO T-RD. N., TURN RIGHT (N.) AND GO 1.6 MI. TO Y-RD. JUNCTION, TAKE
 AH8163'RIGHT FORK AND FOLLOW RD. NE. AND N. FOR 5.2 MI. TO Y-RD. JUNCTION,
 AH8163'TAKE LEFT FORK AND GO 0.9 MI. TO Y-RD. JUNCTION, TAKE LEFT FORK UPHILL
 AH8163'AND DRIVE 1.5 MI. TO Y-RD. JUNCTION, TAKE LEFT FORK INTO DRAIN, DRIVE
 AH8163'UP DRAIN FOR 0.5 MI. TO TRAIL JUNCTION, TAKE SHARP RIGHT TURN TO W.
 AH8163'AND DRIVE UP TRAIL (4-WHEEL DRIVE) FOR 0.1 MI. TO SMALL SADDLE AND END
 AH8163'OF TRUCK TRAVEL.  PACK W. UP RIDGE TO TOP AND STATION.  A 30-MINUTE
 AH8163'PACK.
 AH8163'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---GOLD 1967--- CEMENTED
 AH8163'IN BEDROCK FLUSH WITH GROUND.
 AH8163'RM NO. 1--STANDARD BRASS REFERENCE MARK TABLET STAMPED---NO 1 1967---
 AH8163'CEMENTED IN ROCK OUTCROP, 5.73 FT. FROM STATION MARK IN DIRECT 14
 AH8163'DEGREES 20 MINUTES.
 AH8163'RM NO. 2--STANDARD BRASS REFERENCE MARK TABLET STAMPED---NO 2 1967---,
 AH8163'CEMENTED IN BEDROCK, 15.58 FT. FROM STATION MARK IN DIRECT 78 DEGREES
 AH8163'06 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0614 ***********************************************************************
 LS0614  DESIGNATION -  GOLD BEE
 LS0614  PID         -  LS0614
 LS0614  STATE/COUNTY-  NV/HUMBOLDT
 LS0614  USGS QUAD   -  SUGARLOAF KNOB (1981)
 LS0614
 LS0614                         *CURRENT SURVEY CONTROL
 LS0614  ___________________________________________________________________
 LS0614* NAD 83(1994)-  40 53 23.77787(N)    118 35 30.49596(W)     ADJUSTED  
 LS0614* NAVD 88     -      1378.8    (meters)    4524.     (feet)  VERTCON   
 LS0614  ___________________________________________________________________
 LS0614  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 LS0614  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 LS0614
 LS0614  HORZ ORDER  -  SECOND
 LS0614
 LS0614.The horizontal coordinates were established by classical geodetic methods
 LS0614.and adjusted by the National Geodetic Survey in June 1998..
 LS0614
 LS0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0614
 LS0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0614
 LS0614.The geoid height was determined by GEOID03.
 LS0614
 LS0614;                    North         East     Units Scale Factor Converg.
 LS0614;SPC NV W     - 4,681,424.182   799,286.170   MT  0.99990001   -0 00 20.0
 LS0614;SPC NV W     -15,358,972.50  2,622,324.71   sFT  0.99990001   -0 00 20.0
 LS0614;UTM  11      - 4,527,758.841   365,901.863   MT  0.99982133   -1 02 31.8
 LS0614
 LS0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0614!SPC NV W     -   0.99978711  x   0.99990001  =   0.99968714
 LS0614!UTM  11      -   0.99978711  x   0.99982133  =   0.99960848
 LS0614
 LS0614:                Primary Azimuth Mark                     Grid Az
 LS0614:SPC NV W     -  SAWTOOTH KNOB CAIRN                      126 53 27.6
 LS0614:UTM  11      -  SAWTOOTH KNOB CAIRN                      127 55 39.4
 LS0614
 LS0614|---------------------------------------------------------------------|
 LS0614| PID    Reference Object                     Distance      Geod. Az  |
 LS0614|                                                           dddmmss.s |
 LS0614| LS0617 SAWTOOTH KNOB CAIRN                 APPROX. 5.2 KM 1265307.6 |
 LS0614| DB7360 GOLD BEE RM 1                        11.790 METERS 17050     |
 LS0614| DB7361 GOLD BEE RM 2                        11.943 METERS 27729     |
 LS0614| DB7359 GOLD BEE AZ MK                                     3182523.3 |
 LS0614|---------------------------------------------------------------------|
 LS0614
 LS0614                          SUPERSEDED SURVEY CONTROL
 LS0614
 LS0614  NAD 83(1986)-  40 53 23.78675(N)    118 35 30.49322(W) AD(       ) 2
 LS0614  NAD 27      -  40 53 24.14100(N)    118 35 26.92000(W) AD(       ) 2
 LS0614  NGVD 29 (07/19/86) 1377.8    (m)         4520.     (f) VERT ANG       
 LS0614
 LS0614.Superseded values are not recommended for survey control.
 LS0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0614.See file dsdata.txt to determine how the superseded data were derived.
 LS0614
 LS0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF6590227759(NAD 83)
 LS0614_MARKER: DS = TRIANGULATION STATION DISK
 LS0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0614
 LS0614  HISTORY     - Date     Condition        Report By
 LS0614  HISTORY     - 1935     MONUMENTED       CGS
 LS0614  HISTORY     - 1958     GOOD             CGS
 LS0614  HISTORY     - 1970     GOOD             USAF
 LS0614
 LS0614                          STATION DESCRIPTION
 LS0614
 LS0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 LS0614'STATION IS ABOUT 8 MILES, AIRLINE, E OF THE TOWN OF SULPHUR.
 LS0614'3 MILES, AIRLINE, NW OF PROMINENT KNOB CALLED SAWTOOTH KNOB
 LS0614'AND 42 FEET S OF SULPHUR-WINNEMUCCA ROAD.
 LS0614'
 LS0614'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 LS0614'IN CONCRETE.  AZIMUTH MARK
 LS0614'IS A STANDARD BRONZE DISK IN A BOULDER.
 LS0614'
 LS0614'REACHED FROM SULPHUR BY CROSSING TRACKS AT STOCKYARDS AND
 LS0614'FOLLOW MAIN GRADED ROAD NE AND E 9.0 MILES TO STATION.
 LS0614'
 LS0614'AZIMUTH MARK LIES ABOUT 1/2 MILE WNW ATOP LOW, ROCKY, DARK
 LS0614'COLORED HILL.
 LS0614
 LS0614                          STATION RECOVERY (1958)
 LS0614
 LS0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0614'ALL MARKS AT THE STATION WERE RECOVERED IN GOOD CONDITION.
 LS0614'THE U.S. POST OFFICE IN SULPHUR HAS BEEN CLOSED BUT THE BUILDING
 LS0614'IS STILL STANDING AND IS MARKED BY A SIGN.  A NEW ROAD IS
 LS0614'NOW BEING USED BETWEEN WINNEMUCCA AND SULPHUR WHICH PASSES
 LS0614'JUST SOUTH OF THE STATION.  A NEW DESCRIPTION FOLLOWS--
 LS0614'
 LS0614'THE STATION IS LOCATED AIRLINE, ABOUT 7-3/4 MILES EAST-NORTHEAST
 LS0614'OF SULPHUR.  11 MILES WEST-SOUTHWEST OF JUNGO.  8 MILES
 LS0614'NORTH-NORTHEAST OF THE FORMER TOWN OF ROSEBUD.  AND 3-1/2 MILES
 LS0614'NORTHWEST OF A PROMINENT LANDMARK CALLED SAWTOOTH KNOB.
 LS0614'IT IS ON SAGE BRUSH-COVERED, DESERT LAND BETWEEN THE OLD AND
 LS0614'NEW ROADS FROM WINNEMUCCA AND GERLACH.
 LS0614'
 LS0614'TO REACH THE STATION FROM THE FORMER U.S. POST OFFICE BUILDING
 LS0614'JUST EAST OF THE WESTERN PACIFIC RAILROAD STATION IN SULPHUR
 LS0614'GO SOUTHEAST AND EAST 1.7 MILE TO A FORK.  TAKE THE LEFT FORK AND
 LS0614'CONTINUE NORTHEAST 0.2 MILE TO A FORK.  STAY ON THE LEFT FORK AND
 LS0614'CONTINUE NORTHEAST 0.8 MILE TO A FORK.  TAKE THE LEFT FORK
 LS0614'AND CONTINUE EASTERLY 6.9 MILES TO A LOW RIDGE AND FAINT
 LS0614'TRACKS TO THE LEFT.  TURN LEFT, NORTH, AND GO 0.1 MILE TO THE
 LS0614'STATION ON THE RIGHT JUST BEFORE REACHING THE TRACES OF AN
 LS0614'OLD BLADED ROAD.
 LS0614'
 LS0614'THE STATION MARK IS A STANDARD DISK STAMPED GOLD BEE 1935
 LS0614'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 LS0614'12 INCHES FROM THE GROUND.  IT IS 44.7 FEET SOUTH OF THE
 LS0614'CENTERLINE OF AN OLD BLADED ROAD.
 LS0614'
 LS0614'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GOLD BEE NO
 LS0614'1 1935 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LS0614'PROJECTING 12 INCHES FROM THE GROUND.  IT IS AT THE SAME
 LS0614'ELEVATION AS THE STATION.
 LS0614'
 LS0614'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GOLD BEE NO 2
 LS0614'1935 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 LS0614'12 INCHES FROM THE GROUND.  IT IS AT THE SAME ELEVATION AS THE
 LS0614'STATION.
 LS0614'
 LS0614'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GOLD BEE 1935 SET
 LS0614'IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 12 INCHES
 LS0614'FROM THE GROUND.  IT IS NEAR THE SOUTH END OF A LONG, LOW
 LS0614'RIDGE WHICH HAS A LOW RIM ROCK OUTCROP ALONG ITS CREST.  TO
 LS0614'REACH THE AZIMUTH MARK FROM THE STATION GO WEST ALONG THE OLD
 LS0614'ROAD 0.2 MILE THEN BEAR RIGHT ACROSS COUNTRY AND UPHILL 0.3
 LS0614'MILE TO THE TOP OF THE RIDGE AND THE MARK NEAR THE SOUTH END.
 LS0614
 LS0614                          STATION RECOVERY (1970)
 LS0614
 LS0614'RECOVERY NOTE BY US AIR FORCE 1970 (TGO)
 LS0614'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 LS0614'IN THE 1958 RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1837 ***********************************************************************
 GR1837  DESIGNATION -  GOLD BUTTE
 GR1837  PID         -  GR1837
 GR1837  STATE/COUNTY-  NV/CLARK
 GR1837  USGS QUAD   -  JUMBO PEAK (1983)
 GR1837
 GR1837                         *CURRENT SURVEY CONTROL
 GR1837  ___________________________________________________________________
 GR1837* NAD 83(1994)-  36 08 55.91802(N)    114 14 57.06383(W)     ADJUSTED  
 GR1837* NAVD 88     -                                                        
 GR1837  ___________________________________________________________________
 GR1837  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 GR1837  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 GR1837
 GR1837  HORZ ORDER  -  THIRD
 GR1837
 GR1837.The horizontal coordinates were established by classical geodetic methods
 GR1837.and adjusted by the National Geodetic Survey in June 1998..
 GR1837
 GR1837
 GR1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1837
 GR1837.The geoid height was determined by GEOID03.
 GR1837
 GR1837;                    North         East     Units Scale Factor Converg.
 GR1837;SPC NV E     - 8,156,011.676   320,056.626   MT  1.00007754   +0 47 13.5
 GR1837;SPC NV E     -26,758,514.97  1,050,052.45   sFT  1.00007754   +0 47 13.5
 GR1837;SPC AZ W     -   571,163.948   168,439.256   MT  0.99995819   -0 17 40.1
 GR1837;SPC AZ W     - 1,873,897.47    552,622.23   iFT  0.99995819   -0 17 40.1
 GR1837;UTM  11      - 4,003,966.172   747,486.837   MT  1.00035475   +1 37 24.6
 GR1837
 GR1837                          SUPERSEDED SURVEY CONTROL
 GR1837
 GR1837  NAD 83(1994)-  36 08 55.91852(N)    114 14 57.06427(W) AD(       ) 4
 GR1837  NAD 83(1992)-  36 08 55.91808(N)    114 14 57.06378(W) AD(       ) 4
 GR1837  NAD 83(1986)-  36 08 55.90480(N)    114 14 57.06097(W) AD(       ) 4
 GR1837  NAD 27      -  36 08 55.98600(N)    114 14 54.20600(W) AD(       ) 3
 GR1837
 GR1837.Superseded values are not recommended for survey control.
 GR1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1837.See file dsdata.txt to determine how the superseded data were derived.
 GR1837
 GR1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA4748703966(NAD 83)
 GR1837_MARKER: 04 = ROCK PINNACLE
 GR1837
 GR1837  HISTORY     - Date     Condition        Report By
 GR1837  HISTORY     - 1925     FIRST OBSERVED   CGS
 GR1837  HISTORY     - 1950     GOOD             CGS
 GR1837
 GR1837                          STATION DESCRIPTION
 GR1837
 GR1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE)
 GR1837'THE STATION IS ABOUT 28 MILES EAST OF HOOVER (BOULDER) DAM
 GR1837'AND 50 MILES NORTH OF CHLORIDE.  IT IS A SHARP, HIGH, ROCKY,
 GR1837'BARREN, SOMEWHAT SYMETRICAL MOUNTAIN WHICH SLOPES TO LAKE
 GR1837'MEAD ON THE WEST AND SOUTH.  THIS IS THE HIGHEST PEAK IN
 GR1837'THE IMMEDIATE VICINITY.
 GR1837'
 GR1837'THE TOP AND CENTER WAS USED FOR POINTINGS.
 GR1837'
 GR1837'THE SAME STATION AS GOLD BUTTE 1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1793 ***********************************************************************
 GR1793  DESIGNATION -  GOLD BUTTE
 GR1793  PID         -  GR1793
 GR1793  STATE/COUNTY-  NV/CLARK
 GR1793  USGS QUAD   -  GOLD BUTTE (1984)
 GR1793
 GR1793                         *CURRENT SURVEY CONTROL
 GR1793  ___________________________________________________________________
 GR1793* NAD 83(1994)-  36 15 58.38847(N)    114 09 22.60157(W)     ADJUSTED  
 GR1793* NAVD 88     -      1755.7    (meters)    5760.     (feet)  VERTCON   
 GR1793  ___________________________________________________________________
 GR1793  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 GR1793  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 GR1793
 GR1793  HORZ ORDER  -  THIRD
 GR1793
 GR1793.The horizontal coordinates were established by classical geodetic methods
 GR1793.and adjusted by the National Geodetic Survey in June 1998..
 GR1793
 GR1793.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1793
 GR1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1793
 GR1793.The geoid height was determined by GEOID03.
 GR1793
 GR1793;                    North         East     Units Scale Factor Converg.
 GR1793;SPC NV E     - 8,169,152.282   328,225.902   MT  1.00010252   +0 50 39.4
 GR1793;SPC NV E     -26,801,627.11  1,076,854.48   sFT  1.00010252   +0 50 39.4
 GR1793;UTM  11      - 4,017,228.633   755,465.453   MT  1.00040419   +1 40 59.1
 GR1793
 GR1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1793!SPC NV E     -   0.99972868  x   1.00010252  =   0.99983118
 GR1793!UTM  11      -   0.99972868  x   1.00040419  =   1.00013276
 GR1793
 GR1793:                Primary Azimuth Mark                     Grid Az
 GR1793:SPC NV E     -  GRAND WASH                               111 26 58.6
 GR1793:UTM  11      -  GRAND WASH                               110 36 38.9
 GR1793
 GR1793|---------------------------------------------------------------------|
 GR1793| PID    Reference Object                     Distance      Geod. Az  |
 GR1793|                                                           dddmmss.s |
 GR1793| GQ0392 GRAND WASH                          APPROX.17.1 KM 1121738.0 |
 GR1793|---------------------------------------------------------------------|
 GR1793
 GR1793                          SUPERSEDED SURVEY CONTROL
 GR1793
 GR1793  NAD 83(1994)-  36 15 58.38854(N)    114 09 22.60153(W) AD(       ) 3
 GR1793  NAD 83(1992)-  36 15 58.38849(N)    114 09 22.60163(W) AD(       ) 3
 GR1793  NAD 83(1986)-  36 15 58.38337(N)    114 09 22.59560(W) AD(       ) 3
 GR1793  NGVD 29 (05/01/88) 1755.0    (m)         5758.     (f) VERT ANG       
 GR1793
 GR1793.Superseded values are not recommended for survey control.
 GR1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1793.See file dsdata.txt to determine how the superseded data were derived.
 GR1793
 GR1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA5546517229(NAD 83)
 GR1793_MARKER: DS = TRIANGULATION STATION DISK
 GR1793_SETTING: 66 = SET IN ROCK OUTCROP
 GR1793_SP_SET: SET IN ROCK OUTCROP
 GR1793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1793+STABILITY: POSITION/ELEVATION WELL
 GR1793
 GR1793  HISTORY     - Date     Condition        Report By
 GR1793  HISTORY     - 1951     MONUMENTED       USGS
 GR1793
 GR1793                          STATION DESCRIPTION
 GR1793
 GR1793'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GR1793'LOCATED ABOUT 28 MI SE. OF OVERTON, 16 MI NW. OF PIERCES FERRY,
 GR1793'14 MI E. OF EAST SHORELINE OF VIRGIN ARM OF LAKE MEAD.  ON NORTH
 GR1793'END OF PROMINENT, N.-S. RIDGE, HIGHEST POINT ON EASTERNMOST TOP,
 GR1793'4 FT. FROM 4-FT. CAIRN.
 GR1793'
 GR1793'TO REACH BY HELICOPTER FROM OVERTON, FLY SW. TO HIGHEST POINT IN
 GR1793'VICINITY.  HELICOPTER CAN BE LANDED ON WESTERNMOST TOP ABOUT 2000
 GR1793'FT. W. OF STATION.
 GR1793'
 GR1793'STATION MARK--STANDARD TABLET STAMPED---GOLD BUTTE 1951---,
 GR1793'CEMENTED IN ROCK OUTCROP.
 GR1793'
 GR1793'RM 1--STANDARD RM TABLET STAMPED---NO 1 1951---, CEMENTED IN ROCK
 GR1793'OUTCROP.
 GR1793'
 GR1793'RM 2--STANDARD RM TABLET STAMPED---NO 2 1951---, CEMENTED IN ROCK
 GR1793'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2960 ***********************************************************************
 AB2960  DESIGNATION -  GOLD CANYON 2
 AB2960  PID         -  AB2960
 AB2960  STATE/COUNTY-  NV/LYON
 AB2960  USGS QUAD   -  NEW EMPIRE (1994)
 AB2960
 AB2960                         *CURRENT SURVEY CONTROL
 AB2960  ___________________________________________________________________
 AB2960* NAD 83(1994)-  39 14 26.89080(N)    119 37 40.13242(W)     ADJUSTED  
 AB2960* NAVD 88     -      1548.3    (meters)    5080.     (feet)  VERTCON   
 AB2960  ___________________________________________________________________
 AB2960  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 AB2960  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AB2960
 AB2960  HORZ ORDER  -  THIRD
 AB2960
 AB2960.The horizontal coordinates were established by classical geodetic methods
 AB2960.and adjusted by the National Geodetic Survey in June 1998..
 AB2960
 AB2960.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2960
 AB2960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2960
 AB2960.The geoid height was determined by GEOID03.
 AB2960
 AB2960;                    North         East     Units Scale Factor Converg.
 AB2960;SPC NV W     - 4,498,849.138   709,835.844   MT  1.00000007   -0 39 38.7
 AB2960;SPC NV W     -14,759,974.21  2,328,853.10   sFT  1.00000007   -0 39 38.7
 AB2960;UTM  11      - 4,346,790.476   273,210.183   MT  1.00023334   -1 39 46.8
 AB2960
 AB2960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2960!SPC NV W     -   0.99976095  x   1.00000007  =   0.99976102
 AB2960!UTM  11      -   0.99976095  x   1.00023334  =   0.99999423
 AB2960
 AB2960                          SUPERSEDED SURVEY CONTROL
 AB2960
 AB2960  NAD 83(1992)-  39 14 26.89384(N)    119 37 40.12541(W) AD(       ) 3
 AB2960  NGVD 29 (04/11/94) 1547.2    (m)         5076.     (f) VERT ANG       
 AB2960
 AB2960.Superseded values are not recommended for survey control.
 AB2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2960.See file dsdata.txt to determine how the superseded data were derived.
 AB2960
 AB2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7321046790(NAD 83)
 AB2960_MARKER: I = METAL ROD
 AB2960_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AB2960
 AB2960  HISTORY     - Date     Condition        Report By
 AB2960  HISTORY     - 1935     MONUMENTED       USGS
 AB2960  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 AB2960
 AB2960                          STATION DESCRIPTION
 AB2960
 AB2960'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 AB2960'LOCATED 1.8 MI. SE OF SILVR CITY, 1.7 NE OF THE JUNCTION OF US HIGHWAY
 AB2960'50 AND NEVADA HIGHWAY 17
 AB2960'TO REACH FROM SILVER CITY, DRIVE S 1.7 MI. ALONG NEVADA STATE HIGHWAY
 AB2960'17 TO A T-RD. E, DRIVE E 0.6 MI. FOLLOWING MAIN-TRAVELED RD. PASSING
 AB2960'OLD MINES TO SADDLE IN N-S RIDGE, TURN S ALONG OLD RD. FOR 0.2 MI. AND
 AB2960'END OF TRUCK TRAVEL.  PACK S 0.2 MI. TO HIGHEST TOP AND STATION.
 AB2960'STATION MARK--A REINFORCING BAR DRIVEN FLUSH WITH GROUND.
 AB2960'REFERENCE MARK NO.1--COPPER NAIL AND WASHER CEMENTED IN LARGE BOULDER,
 AB2960'22.54 FT. FROM STATION MARK.
 AB2960'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN LARGE BOULDER
 AB2960'14.53 FT. FROM STATION MARK.
 AB2960
 AB2960                          STATION RECOVERY (2003)
 AB2960
 AB2960'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AB2960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1047 ***********************************************************************
 HQ1047  DESIGNATION -  GOLD CRATER
 HQ1047  PID         -  HQ1047
 HQ1047  STATE/COUNTY-  NV/NYE
 HQ1047  USGS QUAD   -  PACK RAT CANYON (1987)
 HQ1047
 HQ1047                         *CURRENT SURVEY CONTROL
 HQ1047  ___________________________________________________________________
 HQ1047* NAD 83(1994)-  37 31 17.60176(N)    116 52 48.08467(W)     ADJUSTED  
 HQ1047* NAVD 88     -      1796.0    (meters)    5892.     (feet)  VERTCON   
 HQ1047  ___________________________________________________________________
 HQ1047  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 HQ1047  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 HQ1047
 HQ1047  HORZ ORDER  -  SECOND
 HQ1047
 HQ1047.The horizontal coordinates were established by classical geodetic methods
 HQ1047.and adjusted by the National Geodetic Survey in June 1998..
 HQ1047
 HQ1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1047
 HQ1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1047
 HQ1047.The geoid height was determined by GEOID03.
 HQ1047
 HQ1047;                    North         East     Units Scale Factor Converg.
 HQ1047;SPC NV C     - 6,307,526.891   481,141.125   MT  0.99990438   -0 07 47.8
 HQ1047;SPC NV C     -20,693,944.47  1,578,543.84   sFT  0.99990438   -0 07 47.8
 HQ1047;UTM  11      - 4,152,739.591   510,601.683   MT  0.99960138   +0 04 23.1
 HQ1047
 HQ1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1047!SPC NV C     -   0.99972232  x   0.99990438  =   0.99962673
 HQ1047!UTM  11      -   0.99972232  x   0.99960138  =   0.99932381
 HQ1047
 HQ1047|---------------------------------------------------------------------|
 HQ1047| PID    Reference Object                     Distance      Geod. Az  |
 HQ1047|                                                           dddmmss.s |
 HQ1047| DD5923 GOLD CRATER RM 1                     13.106 METERS 09337     |
 HQ1047| DD5924 GOLD CRATER RM 2                      5.578 METERS 19845     |
 HQ1047| DD5922 GOLD CRATER AZ MK                                  2311958.7 |
 HQ1047|---------------------------------------------------------------------|
 HQ1047
 HQ1047                          SUPERSEDED SURVEY CONTROL
 HQ1047
 HQ1047  NAD 83(1992)-  37 31 17.59990(N)    116 52 48.09257(W) AD(       ) 2
 HQ1047  NAD 83(1986)-  37 31 17.60036(N)    116 52 48.09333(W) AD(       ) 2
 HQ1047  NAD 27      -  37 31 17.83400(N)    116 52 44.84700(W) AD(       ) 2
 HQ1047  NGVD 29 (07/19/86) 1794.9    (m)         5889.     (f) VERT ANG       
 HQ1047
 HQ1047.Superseded values are not recommended for survey control.
 HQ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1047.See file dsdata.txt to determine how the superseded data were derived.
 HQ1047
 HQ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB1060252740(NAD 83)
 HQ1047_MARKER: DS = TRIANGULATION STATION DISK
 HQ1047_SETTING: 66 = SET IN ROCK OUTCROP
 HQ1047
 HQ1047  HISTORY     - Date     Condition        Report By
 HQ1047  HISTORY     - 1950     MONUMENTED       CGS
 HQ1047  HISTORY     - 1952     GOOD             AMS
 HQ1047
 HQ1047                          STATION DESCRIPTION
 HQ1047
 HQ1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ1047'THE STATION IS LOCATED ABOUT 43 MILES SOUTH SOUTHEAST OF TONOPAH,
 HQ1047'ABOUT 24 MILES SOUTHEAST OF GOLDFIELD AND ABOUT 9 MILES DUE EAST
 HQ1047'OF THE HIGHEST ELEVATAION OF STONEWALL MOUNTAIN, ON THE
 HQ1047'NORTHERNMOST ONE OF TWO VARICOLORED HILLS NEAR THE ABANDONED
 HQ1047'MINING CAMP OF GOLD CRATER.  THE STATION IS THE HIGHEST POINT OF
 HQ1047'HILL, 24 FEET SOUTHWEST OF A 4 FOOT CAIRN.  IT IS STAMPED GOLD
 HQ1047'CRATER 1950.  IT IS SET IN THE TOP OF AN OUTCROP THAT PROJECTS
 HQ1047'ABOUT 12 INCHES ABOVE SURFACE.
 HQ1047'
 HQ1047'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 HQ1047'STATION MARK.  IT IS SET IN THE TOP OF A BOULDER THAT PROJECTS ABOUT
 HQ1047'3 FEET ABOVE THE SURFACE.  THE MARK IS STAMPED GOLD CRATER NO 1
 HQ1047'1950.
 HQ1047'
 HQ1047'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE STATION
 HQ1047'MARK.  IT IS SET IN THE TOP OF AN OUTCROP THAT PROJECTS ABOUT 10
 HQ1047'INCHES ABOVE THE SURFACE.  THE MARK IS STAMPED GOLD CRATER NO 2
 HQ1047'1950.
 HQ1047'
 HQ1047'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION AT THE POINT
 HQ1047'WHERE CROSS COUNTRY TRAVEL BEGINS.  IT IS SET IN THE TOP OF A
 HQ1047'LARGE OUTCROP THAT PROJECTS ABOUT 18 INCHES.  THE MARK IS 9 FEET
 HQ1047'NORTHEAST OF THE TRACK ROAD AND 9 FEET SOUTH OF A 4 X 4 INCH
 HQ1047'WITNESS POST.  THE MARK IS STAMPED GOLD CRATER 1950.
 HQ1047'
 HQ1047'THE STATION IS REACHED FROM THE ESMERALDA COUNTY COURT HOUSE IN
 HQ1047'GOLDFIELD BY GOING SOUTH ALONG U.S. HIGHWAY 95 FOR 13.2 MILES
 HQ1047'T A SIDE ROAD LEFT AND A WHITE POST LETTERED ESM 3A2 ON THE RIGHT.
 HQ1047'TURN LEFT, EASTERLY, AND FOLLOW THE TRACK ROAD FOR 1.0 MILE TO A
 HQ1047'Y FORK.  TAKE THE RIGHT FORK AND FOLLW THE MAIN TRAVELED ROAD
 HQ1047'WHICH PASSES THROUGH A DRY LAKE AND GOES EASTERLY UP A VALLEY FOR
 HQ1047'6.6 MILES TO A DIAGONAL CROSSROAD.  CONTINUE STRAIGHT AHEAD
 HQ1047'FOR 1.8 MILES TO A CABIN.  CONTINUE ON THE ROAD IN AN EASTERLY
 HQ1047'DIRECTION FOR 8.7 MILES TO A CABIN, WINDMILL AND WATER
 HQ1047'TANKS.  PASS THROUGH GATE AND CONTINUE THROUGH CATTLE YARD
 HQ1047'AND ANOTHER GATE.  TAKE THE ROAD RIGHT, SOUTHERLY, AND GO
 HQ1047'1.25 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 0.7 MILE
 HQ1047'TO A FORK AT A MINE DUMP.  TAKE THE RIGHT FORK AND GO 1.5
 HQ1047'MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.5 MILE TO THE
 HQ1047'AZIMUTH MARK AS DESCRIBED ABOVE AND A DIM TRACK ROAD LEFT.  TURN
 HQ1047'LEFT AND GO ABOUT 0.4 MILE TO THE BASE OF HILL AND THE END OF
 HQ1047'TRUCK TRAVEL.  PACK RIDGE TO THE TOP AND HIGHEST POINT
 HQ1047'WHERE THE STATION IS LOCATED.  A 20 MINUTE PACK.
 HQ1047
 HQ1047                          STATION RECOVERY (1952)
 HQ1047
 HQ1047'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ1047'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN GOOD
 HQ1047'CONDITION.
 HQ1047'
 HQ1047'THE STATION IS LOCATED AT THE TOP OF A ROCKY KNOB, 22 FEET SW
 HQ1047'OF A 4 FOOT HIGH ROCK CAIRN.  43 FEET WEST OF A LARGE ROCK
 HQ1047'OUTCROP.  24 FEET NNW OF THE NORTH END OF A LARGE ROCK OUTCROP.
 HQ1047'8 FEET EAST OF THE NORTH END OF A LONG NORTH-SOUTH SEAM OF
 HQ1047'OUTCROPPING BOULDERS.
 HQ1047'
 HQ1047'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 HQ1047'TOP OF OUTCROPPING BEDROCK PROJECTING 0.8 FOOT AND IS STAMPED
 HQ1047'GOLD CRATER 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1016 ***********************************************************************
 HQ1016  DESIGNATION -  GOLD FLAT
 HQ1016  PID         -  HQ1016
 HQ1016  STATE/COUNTY-  NV/NYE
 HQ1016  USGS QUAD   -  GOLD FLAT WEST (1988)
 HQ1016
 HQ1016                         *CURRENT SURVEY CONTROL
 HQ1016  ___________________________________________________________________
 HQ1016* NAD 83(1994)-  37 25 24.45745(N)    116 34 12.41311(W)     ADJUSTED  
 HQ1016* NAVD 88     -      1686.3    (meters)    5532.     (feet)  VERTCON   
 HQ1016  ___________________________________________________________________
 HQ1016  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 HQ1016  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 HQ1016
 HQ1016  HORZ ORDER  -  THIRD
 HQ1016
 HQ1016.The horizontal coordinates were established by classical geodetic methods
 HQ1016.and adjusted by the National Geodetic Survey in June 1998..
 HQ1016
 HQ1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1016
 HQ1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1016
 HQ1016.The geoid height was determined by GEOID03.
 HQ1016
 HQ1016;                    North         East     Units Scale Factor Converg.
 HQ1016;SPC NV C     - 6,296,623.676   508,545.499   MT  0.99990090   +0 03 31.2
 HQ1016;SPC NV C     -20,658,172.84  1,668,453.02   sFT  0.99990090   +0 03 31.2
 HQ1016;UTM  11      - 4,141,936.607   538,036.434   MT  0.99961782   +0 15 40.5
 HQ1016
 HQ1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1016!SPC NV C     -   0.99973955  x   0.99990090  =   0.99964048
 HQ1016!UTM  11      -   0.99973955  x   0.99961782  =   0.99935747
 HQ1016
 HQ1016|---------------------------------------------------------------------|
 HQ1016| PID    Reference Object                     Distance      Geod. Az  |
 HQ1016|                                                           dddmmss.s |
 HQ1016| HQ1017 GOLD FLAT CAIRN                      11.500 METERS 01420     |
 HQ1016| DD5926 GOLD FLAT RM 1                       12.530 METERS 04451     |
 HQ1016| DD5927 GOLD FLAT RM 2                        8.948 METERS 16455     |
 HQ1016| DD5925 GOLD FLAT AZ MK                                    3301759.1 |
 HQ1016|---------------------------------------------------------------------|
 HQ1016
 HQ1016                          SUPERSEDED SURVEY CONTROL
 HQ1016
 HQ1016  NAD 83(1986)-  37 25 24.45427(N)    116 34 12.42203(W) AD(       ) 3
 HQ1016  NAD 27      -  37 25 24.65900(N)    116 34 09.23000(W) AD(       ) 3
 HQ1016  NGVD 29 (03/11/99) 1685.2    (m)         5529.     (f) VERT ANG       
 HQ1016
 HQ1016.Superseded values are not recommended for survey control.
 HQ1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1016.See file dsdata.txt to determine how the superseded data were derived.
 HQ1016
 HQ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB3803641937(NAD 83)
 HQ1016_MARKER: DS = TRIANGULATION STATION DISK
 HQ1016_SETTING: 66 = SET IN ROCK OUTCROP
 HQ1016_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HQ1016_STAMPING: GOLD FLAT 1950
 HQ1016_MARK LOGO: CGS   
 HQ1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ1016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ1016+STABILITY: POSITION/ELEVATION WELL
 HQ1016
 HQ1016  HISTORY     - Date     Condition        Report By
 HQ1016  HISTORY     - 1950     MONUMENTED       CGS
 HQ1016  HISTORY     - 1952     SEE DESCRIPTION  AMS
 HQ1016  HISTORY     - 1962     GOOD             USGS
 HQ1016  HISTORY     - 19920623 GOOD             LORAER
 HQ1016
 HQ1016                          STATION DESCRIPTION
 HQ1016
 HQ1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ1016'THE STATION IS LOCATED ABOUT 57 MILES AIR LINE SOUTHEAST OF
 HQ1016'TONOPAH, 41 MILES AIR LINE EAST SOUTHEAST OF GOLDFIELD AND 35
 HQ1016'MILES AIR LINE NORTH NORTHEAST OF BEATTY.  IT IS ON THE HIGHEST
 HQ1016'POINT OF A DARK, LOW, PROMINENT, ISOLATED HILL NEAR THE
 HQ1016'SOUTHWEST EDGE OF WHAT IS LOCALLY KNOWN AS GOLD FLAT.  THE
 HQ1016'BOULDER IN WHICH THE MARK IS SET PROJECTS 2 INCHES ABOVE
 HQ1016'THE SURFACE OF THE GROUND.  THE MARK IS STAMPED GOLD FLAT 1950.
 HQ1016'
 HQ1016'REFERENCE MARK NUMBER 1 IS ABOUT THE SAME ELEVATION AS THE
 HQ1016'STATION MARK.  THE BOULDER IN WHICH THE MARK IS SET PROJECTS
 HQ1016'ABOUT 18 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK
 HQ1016'IS STAMPED GOLD FLAT NO 1 1950.
 HQ1016'
 HQ1016'REFERENCE MARK NUMBER 2 IS ABOUT THE SAME ELEVATION AS THE
 HQ1016'STATION MARK.  THE BOULDER IN WHICH THE MARK IS SET PROJECTS
 HQ1016'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 HQ1016'STAMPED GOLD FLAT NO 2 1950.
 HQ1016'
 HQ1016'THE AZIMUTH MARK IS LOCATED 33.1 FEET SOUTHEAST OF THE CENTER
 HQ1016'OF A ROAD AND 6 FEET NORTHEAST OF A WHITE WITNESS POST.
 HQ1016'THE MARK IS SECURED TO THE TOP OF A 3 INCH SOIL PIPE THAT
 HQ1016'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK
 HQ1016'IS STAMPED GOLD FLAT 1950.
 HQ1016'
 HQ1016'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND 95 IN TONOPAH,
 HQ1016'GO EASTERLY ON U.S. HIGHWAY 6 FOR 12.0 MILES TO A PAVED ROAD
 HQ1016'RIGHT.  TURN RIGHT AND FOLLOW THE PAVED ROAD FOR 22.8 MILES
 HQ1016'TO A DRY LAKE.  CROSS THE LAKE, PICK UP THE PAVED ROAD AND GO
 HQ1016'8.1 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 2.0 MILES TO
 HQ1016'THE END OF THE PAVEMENT, A BUILDING ON THE LEFT AND A DUGOUT
 HQ1016'ON THE RIGHT.  FOLLOW THE MAIN BLADED ROAD FOR 7.9 MILES TO A
 HQ1016'FORK AND SIGN TONOPAH 53.  TAKE THE RIGHT FORK AND GO 4.2
 HQ1016'MILES TO A FOUR ROAD INTERSECTION NEAR A CABIN AND CORRAL.
 HQ1016'TAKE THE ROAD GOING WEST AND FOLLOW IT FOR 3.2 MILES TO A
 HQ1016'FORK.  TAKE THE LEFT FORK AND GO 1.65 MILES TO A DIAGONAL
 HQ1016'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 2.6 MILES TO A
 HQ1016'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 2.65 MILES TO A FORK.
 HQ1016'TAKE THE RIGHT FORK AND GO 2.3 MILES TO A FORK.  TAKE THE
 HQ1016'RIGHT FORK AND GO 0.4 MILE TO A CROSSROAD.  CONTINUE
 HQ1016'STRAIGHT AHEAD ON THE MAIN BLADED ROAD FOR 9.65 MILES TO
 HQ1016'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED ABOVE.  TURN LEFT
 HQ1016'AND DRIVE ACROSS COUNTRY FOR 1.2 MILES TO THE END OF TRUCK
 HQ1016'TRAVEL AT THE BASE OF THE STATION HILL.  PACK UP TO THE
 HQ1016'HIGHEST POINT AND THE STATION AS DESCRIBED ABOVE.  A 10 MINUTE
 HQ1016'PACK.
 HQ1016
 HQ1016                          STATION RECOVERY (1952)
 HQ1016
 HQ1016'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ1016'STATION AND THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 HQ1016'
 HQ1016'THE AZIMUTH MARK WAS NOT VISITED.
 HQ1016'
 HQ1016'THE STATION IS LOCATED ON THE HIGHEST POINT OF AND NEAR THE
 HQ1016'NORTH END OF A DARK, LOW, ISOLATED HILL.  233 FEET SOUTH OF
 HQ1016'NORTH EDGE OF RIMROCK WHICH IS AT THE NORTHERNMOST END OF THE
 HQ1016'HILLTOP.  37 FEET SOUTH OF A 5 FOOT HIGH ROCK CAIRN.  199 FEET
 HQ1016'SW OF EDGE OF RIMROCK WHICH BORDERS THE NE TOP OF THE HILL.
 HQ1016'42 FEET SSE OF CENTER LINE OF THE LINE OF ROCK OUTCROP WHICH
 HQ1016'RUNS WSW-ENE.  203 FEET ENE OF THE TOP OF A LARGE ROCK OUTCROP.
 HQ1016'
 HQ1016'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF OUTCROPPING
 HQ1016'BEDROCK, FLUSH WITH THE GROUND AND IS STAMPED GOLD FLAT 1950.
 HQ1016
 HQ1016                          STATION RECOVERY (1962)
 HQ1016
 HQ1016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HQ1016'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37116-3, STATION 1005.
 HQ1016'STATION MARK--A STANDARD DISK STAMPED---GOLD FLAT 1950---, SET IN THE
 HQ1016'TOP OF OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.
 HQ1016
 HQ1016                          STATION RECOVERY (1992)
 HQ1016
 HQ1016'RECOVERY NOTE BY LORAL AEROSPACE 1992 (RH)
 HQ1016'MARKS LOCATED ON USAF BOMBING RANGE (NELLIS) , PERMISSION MUST BE
 HQ1016'OBTAINED TO ENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1017 ***********************************************************************
 HQ1017  DESIGNATION -  GOLD FLAT CAIRN
 HQ1017  PID         -  HQ1017
 HQ1017  STATE/COUNTY-  NV/NYE
 HQ1017  USGS QUAD   -  GOLD FLAT WEST (1988)
 HQ1017
 HQ1017                         *CURRENT SURVEY CONTROL
 HQ1017  ___________________________________________________________________
 HQ1017* NAD 83(1994)-  37 25 24.81887(N)    116 34 12.29735(W)     ADJUSTED  
 HQ1017* NAVD 88     -      1685.     (meters)    5528.     (feet)  SCALED    
 HQ1017  ___________________________________________________________________
 HQ1017  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 HQ1017  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 HQ1017
 HQ1017  HORZ ORDER  -  THIRD
 HQ1017
 HQ1017.The horizontal coordinates were established by classical geodetic methods
 HQ1017.and adjusted by the National Geodetic Survey in June 1998..
 HQ1017
 HQ1017.The orthometric height was scaled from a topographic map.
 HQ1017
 HQ1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1017
 HQ1017.The geoid height was determined by GEOID03.
 HQ1017
 HQ1017;                    North         East     Units Scale Factor Converg.
 HQ1017;SPC NV C     - 6,296,634.820   508,548.334   MT  0.99990090   +0 03 31.3
 HQ1017;SPC NV C     -20,658,209.41  1,668,462.33   sFT  0.99990090   +0 03 31.3
 HQ1017;UTM  11      - 4,141,947.758   538,039.228   MT  0.99961782   +0 15 40.6
 HQ1017
 HQ1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1017!SPC NV C     -   0.99973974  x   0.99990090  =   0.99964066
 HQ1017!UTM  11      -   0.99973974  x   0.99961782  =   0.99935766
 HQ1017
 HQ1017                          SUPERSEDED SURVEY CONTROL
 HQ1017
 HQ1017  NAD 83(1986)-  37 25 24.81568(N)    116 34 12.30627(W) AD(       ) 4
 HQ1017  NAD 27      -  37 25 25.02000(N)    116 34 09.11400(W) AD(       ) 3
 HQ1017
 HQ1017.Superseded values are not recommended for survey control.
 HQ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1017.See file dsdata.txt to determine how the superseded data were derived.
 HQ1017
 HQ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB3803941948(NAD 83)
 HQ1017_MARKER: 72 = CAIRN
 HQ1017
 HQ1017  HISTORY     - Date     Condition        Report By
 HQ1017  HISTORY     - 1950     FIRST OBSERVED   CGS
 HQ1017
 HQ1017                          STATION DESCRIPTION
 HQ1017
 HQ1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HQ1017'TO REACH STATION GOLD FLAT FROM THE JUNCTION OF U.S. HIGHWAY 6 AND 95
 HQ1017'IN TONOPAH, GO EASTERLY ON U.S. HWY 6 FOR 12.0 MILES TO A PAVED ROAD
 HQ1017'RIGHT.  TURN RIGHT AND FOLLOW THE PAVED ROAD FOR 22.8 MILES
 HQ1017'TO A DRY LAKE.  CROSS THE LAKE, PICK UP THE PAVED ROAD AND GO
 HQ1017'8.1 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 2.0 MILES TO
 HQ1017'THE END OF THE PAVEMENT, A BUILDING ON THE LEFT AND A DUGOUT
 HQ1017'ON THE RIGHT.  FOLLOW THE MAIN BLADED ROAD FOR 7.9 MILES TO A
 HQ1017'FORK AND SIGN TONOPAH 53.  TAKE THE RIGHT FORK AND GO 4.2
 HQ1017'MILES TO A FOUR ROAD INTERSECTION NEAR A CABIN AND CORRAL.
 HQ1017'TAKE THE ROAD GOING WEST AND FOLLOW IT FOR 3.2 MILES TO A
 HQ1017'FORK.  TAKE THE LEFT FORK AND GO 1.65 MILES TO A DIAGONAL
 HQ1017'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 2.6 MILES TO A
 HQ1017'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 2.65 MILES TO A FORK.
 HQ1017'TAKE THE RIGHT FORK AND GO 2.3 MILES TO A FORK.  TAKE THE
 HQ1017'RIGHT FORK AND GO 0.4 MILE TO A CROSSROAD.  CONTINUE
 HQ1017'STRAIGHT AHEAD ON THE MAIN BLADED ROAD FOR 9.65 MILES TO
 HQ1017'GOLD FLAT AZIMUTH MARK ON THE LEFT AS DESCRIBED ABOVE.  TURN LEFT
 HQ1017'AND DRIVE ACROSS COUNTRY FOR 1.2 MILES TO THE END OF TRUCK
 HQ1017'TRAVEL AT THE BASE OF THE STATION HILL.  PACK UP TO THE
 HQ1017'HIGHEST POINT AND STATION GOLD FLAT AS DESCRIBED ABOVE.  A 10 MINUTE
 HQ1017'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1164 ***********************************************************************
 JR1164  DESIGNATION -  GOLD HILL
 JR1164  PID         -  JR1164
 JR1164  STATE/COUNTY-  NV/DOUGLAS
 JR1164  USGS QUAD   -  TOPAZ LAKE (1988)
 JR1164
 JR1164                         *CURRENT SURVEY CONTROL
 JR1164  ___________________________________________________________________
 JR1164* NAD 83(1994)-  38 44 28.81515(N)    119 32 43.29051(W)     ADJUSTED  
 JR1164* NAVD 88     -      1940.     (meters)    6365.     (feet)  SCALED    
 JR1164  ___________________________________________________________________
 JR1164  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 JR1164  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 JR1164
 JR1164  HORZ ORDER  -  THIRD
 JR1164
 JR1164.The horizontal coordinates were established by classical geodetic methods
 JR1164.and adjusted by the National Geodetic Survey in June 1998..
 JR1164
 JR1164.The orthometric height was scaled from a topographic map.
 JR1164
 JR1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1164
 JR1164.The geoid height was determined by GEOID03.
 JR1164
 JR1164;                    North         East     Units Scale Factor Converg.
 JR1164;SPC NV W     - 4,443,325.870   716,368.152   MT  0.99998610   -0 36 07.5
 JR1164;SPC NV W     -14,577,811.63  2,350,284.51   sFT  0.99998610   -0 36 07.5
 JR1164;SPC CA 2     -   622,176.103 2,213,368.446   MT  0.99993252   +1 32 51.3
 JR1164;SPC CA 2     - 2,041,256.10  7,261,692.98   sFT  0.99993252   +1 32 51.3
 JR1164;SPC CA 3     -   749,186.733 2,083,002.496   MT  1.00007860   +0 35 04.1
 JR1164;SPC CA 3     - 2,457,956.81  6,833,984.02   sFT  1.00007860   +0 35 04.1
 JR1164;UTM  11      - 4,291,149.451   278,776.776   MT  1.00020269   -1 35 36.8
 JR1164
 JR1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1164!SPC NV W     -   0.99969953  x   0.99998610  =   0.99968563
 JR1164!SPC CA 2     -   0.99969953  x   0.99993252  =   0.99963207
 JR1164!SPC CA 3     -   0.99969953  x   1.00007860  =   0.99977810
 JR1164!UTM  11      -   0.99969953  x   1.00020269  =   0.99990215
 JR1164
 JR1164:                Primary Azimuth Mark                     Grid Az
 JR1164:SPC NV W     -  NORTHEAST CAIRN                          125 47 39.0
 JR1164:SPC CA 2     -  NORTHEAST CAIRN                          123 38 40.2
 JR1164:SPC CA 3     -  NORTHEAST CAIRN                          124 36 27.4
 JR1164:UTM  11      -  NORTHEAST CAIRN                          126 47 08.3
 JR1164
 JR1164|---------------------------------------------------------------------|
 JR1164| PID    Reference Object                     Distance      Geod. Az  |
 JR1164|                                                           dddmmss.s |
 JR1164| JR1070 NORTHEAST CAIRN                     APPROX.24.5 KM 1251131.5 |
 JR1164| JR1058 PINE NUT                            APPROX.21.3 KM 1324149.6 |
 JR1164| JR1062 CAIRN ON MIDDLE SISTER              APPROX.33.8 KM 1395206.6 |
 JR1164|---------------------------------------------------------------------|
 JR1164
 JR1164                          SUPERSEDED SURVEY CONTROL
 JR1164
 JR1164  NAD 83(1992)-  38 44 28.81520(N)    119 32 43.29031(W) AD(       ) 3
 JR1164  NAD 83(1986)-  38 44 28.77274(N)    119 32 43.27252(W) AD(       ) 3
 JR1164  NAD 27      -  38 44 28.99099(N)    119 32 39.42804(W) AD(       ) 3
 JR1164
 JR1164.Superseded values are not recommended for survey control.
 JR1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1164.See file dsdata.txt to determine how the superseded data were derived.
 JR1164
 JR1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC7877791149(NAD 83)
 JR1164
 JR1164  HISTORY     - Date     Condition        Report By
 JR1164  HISTORY     - 1894     MONUMENTED       CGS
 JR1164  HISTORY     - 1940     SEE DESCRIPTION  USFS
 JR1164
 JR1164                          STATION DESCRIPTION
 JR1164
 JR1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (CHS)
 JR1164'STATION IS ON A SPUR OF THE MOUNTAIN TO THE N OF THE SAGE ROAD
 JR1164'ABOUT A MILE FROM MOUNTAIN HOUSE STATION.  THE RIDGE IS BALD AND
 JR1164'ROCKY AND ALMOST BARE OF VEGETATION.  THE MINNEHAHA AND OTHER
 JR1164'MINES ARE LOCATED ON THIS SPUR, AND THE SHAFT HOUSE OF ONE OF
 JR1164'THESE MINES IS NEAR STATION.  STATION IS ON THE SUMMIT OF RIDGE
 JR1164'AND IS MARKED BY A HOLE DRILLED IN THE ROCK, WITH A STONE CAIRN
 JR1164'BUILT AROUND SAME.
 JR1164'
 JR1164'STATION IS EASILY REACHED BY FOLLOWING UP THE ROAD USED BY THE
 JR1164'MINES TO TOP OF RIDGE.  THENCE ALONG RIDGE TO STATION, ABOUT 1/4
 JR1164'MILE TO SE.
 JR1164
 JR1164                          STATION RECOVERY (1940)
 JR1164
 JR1164'RECOVERY NOTE BY US FOREST SERVICE 1940
 JR1164'STATION RECOVERED IN FAIR CONDITION.  DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0917 ***********************************************************************
 HQ0917  DESIGNATION -  GOLD MOUNTAIN
 HQ0917  PID         -  HQ0917
 HQ0917  STATE/COUNTY-  NV/ESMERALDA
 HQ0917  USGS QUAD   -  GOLD POINT (1968)
 HQ0917
 HQ0917                         *CURRENT SURVEY CONTROL
 HQ0917  ___________________________________________________________________
 HQ0917* NAD 83(1994)-  37 15 07.98286(N)    117 18 20.05513(W)     ADJUSTED  
 HQ0917* NAVD 88     -      2488.4    (meters)    8164.     (feet)  VERTCON   
 HQ0917  ___________________________________________________________________
 HQ0917  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 HQ0917  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 HQ0917
 HQ0917  HORZ ORDER  -  FIRST
 HQ0917
 HQ0917.The horizontal coordinates were established by classical geodetic methods
 HQ0917.and adjusted by the National Geodetic Survey in June 1998..
 HQ0917
 HQ0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0917
 HQ0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0917
 HQ0917.The geoid height was determined by GEOID03.
 HQ0917
 HQ0917;                    North         East     Units Scale Factor Converg.
 HQ0917;SPC NV W     - 4,278,381.132   913,350.203   MT  1.00005822   +0 46 24.8
 HQ0917;SPC NV W     -14,036,655.43  2,996,549.79   sFT  1.00005822   +0 46 24.8
 HQ0917;UTM  11      - 4,122,896.011   472,901.538   MT  0.99960905   -0 11 05.9
 HQ0917
 HQ0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0917!SPC NV W     -   0.99961382  x   1.00005822  =   0.99967202
 HQ0917!UTM  11      -   0.99961382  x   0.99960905  =   0.99922302
 HQ0917
 HQ0917:                Primary Azimuth Mark                     Grid Az
 HQ0917:SPC NV W     -  GOLD MOUNTAIN AZ MK                      049 47 14.7
 HQ0917:UTM  11      -  GOLD MOUNTAIN AZ MK                      050 44 45.4
 HQ0917
 HQ0917|---------------------------------------------------------------------|
 HQ0917| PID    Reference Object                     Distance      Geod. Az  |
 HQ0917|                                                           dddmmss.s |
 HQ0917| DA9974 GOLD MOUNTAIN AZ MK                                0503339.5 |
 HQ0917| DA9975 GOLD MOUNTAIN RM 1                    5.562 METERS 17349     |
 HQ0917| DA9976 GOLD MOUNTAIN RM 2                    6.487 METERS 27935     |
 HQ0917|---------------------------------------------------------------------|
 HQ0917
 HQ0917                          SUPERSEDED SURVEY CONTROL
 HQ0917
 HQ0917  NAD 83(1992)-  37 15 07.98129(N)    117 18 20.05144(W) AD(       ) 1
 HQ0917  NAD 83(1986)-  37 15 07.97888(N)    117 18 20.05774(W) AD(       ) 1
 HQ0917  NAD 27      -  37 15 08.24000(N)    117 18 16.79300(W) AD(       ) 1
 HQ0917  NGVD 29 (07/19/86) 2487.2    (m)         8160.     (f) VERT ANG       
 HQ0917
 HQ0917.Superseded values are not recommended for survey control.
 HQ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0917.See file dsdata.txt to determine how the superseded data were derived.
 HQ0917
 HQ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB7290222896(NAD 83)
 HQ0917_MARKER: DD = SURVEY DISK
 HQ0917_SETTING: 0 = UNSPECIFIED SETTING
 HQ0917
 HQ0917  HISTORY     - Date     Condition        Report By
 HQ0917  HISTORY     - 1949     MONUMENTED       USGS
 HQ0917  HISTORY     - 1949     SEE DESCRIPTION  CGS
 HQ0917
 HQ0917                          STATION DESCRIPTION
 HQ0917
 HQ0917'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (MTP)
 HQ0917'THE STATION IS LOCATED ON THE HIGHEST AND MOST PROMINENT SUMMIT
 HQ0917'OF GOLD MOUNTAIN, ON A SHARP, ROCKY PEAK 8 MILES SOUTHEAST OF THE
 HQ0917'GOLD POINT POST OFFICE.  THE STATION IS A BRONZE DISK OF THE
 HQ0917'U.S. GEOLOGICAL SURVEY.  IT IS STAMPED 8144 VA.
 HQ0917'
 HQ0917'TO REACH THE STATION FROM THE POST OFFICE AT GOLD POINT TURN
 HQ0917'LEFT, SOUTH, AT THE POST OFFICE AND GO 0.3 MILE PASSING TO THE
 HQ0917'LEFT, EASTSIDE, OF MILL BUILDINGS TO A SIGN ORIENTAL WASH.  TAKE
 HQ0917'ROAD, SOUTH, UP WASH FOR 1 MILE TO A Y FORK AND SIGN SILVERMOON
 HQ0917'MINE, TONY BARRAGAGE MINE.  TAKE RIGHT FORK AS PER TONY BARRAGAGE
 HQ0917'MINE AND GO 1.1 MILE TO A Y FORK AND SIGN GOLDBUG MINE.  TAKE
 HQ0917'RIGHT FORK AS PER GOLDBUG MINE AND GO 0.5 MILE TO A Y FORK.
 HQ0917'TAKE LEFT FORK AND GO 0.7 MILE TO A Y FORK.  TAKE LEFT FORK,
 HQ0917'UPGRADE, AND GO 3.2 MILES TO TWO OLD MINE BUILDINGS.
 HQ0917'CONTINUE ON MAIN TRAVELED ROAD UP THE DRAW AND GO 0.55 MILE
 HQ0917'TO A Y FORK BEFORE REACHING A MINE DUMP ON THE HILL TO THE
 HQ0917'LEFT.  KEEP RIGHT FORK AND GO 0.15 MILE TO Y FORK.  TAKE RIGHT
 HQ0917'FORK AND GO 0.15 MILE AND END OF TRUCK TRAVEL.  FROM END OF
 HQ0917'TRUCK TRAVEL THE STATION BEARS 170 DEGREES TRUE.  A 1 HOUR
 HQ0917'PACK.
 HQ0917
 HQ0917                          STATION RECOVERY (1949)
 HQ0917
 HQ0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS)
 HQ0917'THE STATION IS LOCATED ABOUT 8.0 MILES AIR LINE SOUTH-SOUTHEAST
 HQ0917'OF GOLDPOINT ON THE HIGHEST AND MOST PROMINENT SUMMIT OF GOLD
 HQ0917'MOUNTAIN, A SHARP ROCKY PEAK.  THE STATION MARK IS A BRONZE
 HQ0917'DISK, BENCH MARK OF THE U.S. GEOLOGICAL SURVEY.  THE MARK IS SET
 HQ0917'IN BEDROCK ON THE HIGHEST POINT, PROJECTS 30 INCHES AND IS
 HQ0917'STAMPED, 8144 VA.
 HQ0917'
 HQ0917'REFERENCE MARK NO. 1 IS SET FLUSH APPROXIMATELY 1 FOOT LOWER THAN
 HQ0917'THE STATION AND IS STAMPED GOLD MTN NO 1 1949.
 HQ0917'
 HQ0917'REFERENCE MARK NO. 2 IS SET FLUSH APPROXIMATELY THE SAME ELEVATION
 HQ0917'AS THE STATION AND IS STAMPED GOLD MTN NO 2 1949.
 HQ0917'
 HQ0917'THE AZIMUTH MARK IS SET ON A SPUR RIDGE, 20 FEET WEST OF A SMALL
 HQ0917'CAIRN, 6 FEET SOUTH OF A WHITE WITNESS POST, PROJECTS 8 INCHES
 HQ0917'AND IS STAMPED GOLD MTN 1949.
 HQ0917'
 HQ0917'TO REACH THE STATION FROM THE STORE AND SERVICE STATION AT
 HQ0917'GOLDPOINT, TAKE THE LEFT FORK TO THE RIGHT OF THE BUILDING FOR
 HQ0917'0.05 MILE TO THE INTERSECTION OF 3 ROADS.  TAKE THE MIDDLE FORK,
 HQ0917'THE MAIN TRAVELED ROAD OF THE THREE, FOR 0.85 MILE TO A FORK IN
 HQ0917'THE WASH, PASSING A MINE MILL AND BUILDINGS ENROUTE.  TAKE THE
 HQ0917'LEFT FORK WHICH PASSES OUT OF THE WASH AFTER A SHORT DISTANCE
 HQ0917'AND KEEPING THE MAIN TRAVELED ROAD GO 3.4 MILES TO A SIGN ON THE
 HQ0917'LEFT TONY BARRAGAGE MINE AND FORK.  TAKE THE RIGHT FORK FOR
 HQ0917'1.1 MILES TO A FORK.  KEEP THE RIGHT FORK STRAIGHT AHEAD FOR
 HQ0917'0.1 MILE TO FORK AND SIGNS NEVADA GOLD INC. GOLD BUG MINE.  TAKE
 HQ0917'THE LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR 3.3 MILES
 HQ0917'TO A FORK, PASSING OLD MINE BUILDINGS ENROUTE.  TAKE THE RIGHT
 HQ0917'FORK AND GO 0.4 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 HQ0917'0.6 MILE TO A FORK (A FOUR WHEEL DRIVE VEHICLE IS NEEDED
 HQ0917'FROM HERE).  TAKE THE LEFT FORK FOR 0.35 MILE TO THE TOP OF
 HQ0917'A RIDGE AND 1 BY 4 STAKE DRIVEN INTO THE GROUND (FROM HERE
 HQ0917'THE AZIMUTH MARK LIES ABOUT 50 YARDS TO THE RIGHT ON A SPUR RIDGE
 HQ0917'AS DESCRIBED ABOVE).  TURN LEFT OFF THE ROAD AND UP A RIDGE AND
 HQ0917'PICK THE BEST ROUTE FOR ABOUT 0.35 MILE TO THE END OF TRUCK
 HQ0917'TRAVEL.  PACK NORTHWEST ALONG THE RIDGE TO THE HIGHEST POINT
 HQ0917'AND STATION AS DESCRIBED ABOVE.  A 40 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0916 ***********************************************************************
 HQ0916  DESIGNATION -  GOLD POINT
 HQ0916  PID         -  HQ0916
 HQ0916  STATE/COUNTY-  NV/ESMERALDA
 HQ0916  USGS QUAD   -  GOLD POINT (1968)
 HQ0916
 HQ0916                         *CURRENT SURVEY CONTROL
 HQ0916  ___________________________________________________________________
 HQ0916* NAD 83(1994)-  37 21 27.09479(N)    117 22 14.98307(W)     ADJUSTED  
 HQ0916* NAVD 88     -      1661.2    (meters)    5450.     (feet)  VERTCON   
 HQ0916  ___________________________________________________________________
 HQ0916  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 HQ0916  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 HQ0916
 HQ0916  HORZ ORDER  -  THIRD
 HQ0916
 HQ0916.The horizontal coordinates were established by classical geodetic methods
 HQ0916.and adjusted by the National Geodetic Survey in June 1998..
 HQ0916
 HQ0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0916
 HQ0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0916
 HQ0916.The geoid height was determined by GEOID03.
 HQ0916
 HQ0916;                    North         East     Units Scale Factor Converg.
 HQ0916;SPC NV W     - 4,289,992.029   907,411.038   MT  1.00004207   +0 44 08.9
 HQ0916;SPC NV W     -14,074,748.85  2,977,064.38   sFT  1.00004207   +0 44 08.9
 HQ0916;SPC NV C     - 6,289,534.936   437,621.874   MT  0.99994791   -0 25 38.2
 HQ0916;SPC NV C     -20,634,915.87  1,435,764.43   sFT  0.99994791   -0 25 38.2
 HQ0916;UTM  11      - 4,134,599.613   467,160.193   MT  0.99961328   -0 13 30.1
 HQ0916
 HQ0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0916!SPC NV W     -   0.99974352  x   1.00004207  =   0.99978558
 HQ0916!SPC NV C     -   0.99974352  x   0.99994791  =   0.99969145
 HQ0916!UTM  11      -   0.99974352  x   0.99961328  =   0.99935690
 HQ0916
 HQ0916:                Primary Azimuth Mark                     Grid Az
 HQ0916:SPC NV W     -  ADAMS AZ MK                              039 32 47.7
 HQ0916:SPC NV C     -  ADAMS AZ MK                              040 42 34.8
 HQ0916:UTM  11      -  ADAMS AZ MK                              040 30 26.7
 HQ0916
 HQ0916|---------------------------------------------------------------------|
 HQ0916| PID    Reference Object                     Distance      Geod. Az  |
 HQ0916|                                                           dddmmss.s |
 HQ0916| HQ0913 ADAMS AZ MK                         APPROX.11.7 KM 0401656.6 |
 HQ0916| DA9977 GOLD POINT AZ MK                                   0501115.3 |
 HQ0916| DA9978 GOLD POINT RM 1                       9.803 METERS 09203     |
 HQ0916| DA9979 GOLD POINT RM 2                      11.064 METERS 18654     |
 HQ0916|---------------------------------------------------------------------|
 HQ0916
 HQ0916                          SUPERSEDED SURVEY CONTROL
 HQ0916
 HQ0916  NAD 83(1992)-  37 21 27.09377(N)    117 22 14.98034(W) AD(       ) 3
 HQ0916  NAD 83(1986)-  37 21 27.09299(N)    117 22 14.98257(W) AD(       ) 3
 HQ0916  NAD 27      -  37 21 27.34200(N)    117 22 11.69700(W) AD(       ) 3
 HQ0916  NGVD 29 (07/19/86) 1660.1    (m)         5447.     (f) VERT ANG       
 HQ0916
 HQ0916.Superseded values are not recommended for survey control.
 HQ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0916.See file dsdata.txt to determine how the superseded data were derived.
 HQ0916
 HQ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB6716034600(NAD 83)
 HQ0916_MARKER: DS = TRIANGULATION STATION DISK
 HQ0916_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0916
 HQ0916  HISTORY     - Date     Condition        Report By
 HQ0916  HISTORY     - 1950     MONUMENTED       CGS
 HQ0916
 HQ0916                          STATION DESCRIPTION
 HQ0916
 HQ0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0916'THE STATION IS LOCATED ABOUT 0.2 MILE WEST OF THE SMALL TOWN OF
 HQ0916'GOLD POINT AND ON THE HIGHEST POINT OF A LOW HILL ABOUT 0.1
 HQ0916'MILE SOUTH OF THE ROAD FROM GOLD POINT TO LIDA.  IT IS 8 FEET
 HQ0916'NORTHWEST OF A WHITE WITNESS POST.  THE ROCK PROJECTS 4 INCHES.
 HQ0916'THE MARK IS STAMPED GOLD POINT 1949.
 HQ0916'
 HQ0916'REFERENCE MARK NO. 1 IS ABOUT 4-1/2 FEET LOWER THAN THE STATION.
 HQ0916'THE ROCK PROJECTS 4 INCHES.  THE MARK IS STAMPED GOLD POINT NO 1
 HQ0916'1949.
 HQ0916'
 HQ0916'REFERENCE MARK NO. 2 IS ABOUT 5 FEET LOWER THAN THE STATION.
 HQ0916'IT IS SET FLUSH WITH THE GROUND.  THE MARK IS STAMPED GOLD POINT
 HQ0916'NO 2 1949.
 HQ0916'
 HQ0916'THE AZIMUTH MARK IS LOCATED 120 FEET WEST OF THE CENTER OF A
 HQ0916'BLADED ROAD AND 4 FEET WEST SOUTHWEST OF A WHITE WITNESS POST.
 HQ0916'THE CONCRETE CYLINDER PROJECTS 8 INCHES.  THE MARK IS STAMPED
 HQ0916'GOLD POINT 1949.
 HQ0916'
 HQ0916'TO REACH FROM THE POST OFFICE IN GOLD POINT GO NORTHWEST ON THE
 HQ0916'ROAD AS TOWARD LIDA FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK
 HQ0916'AND GO 0.05 MILE.  TURN LEFT AND DRIVE UP SLOPE TO THE HIGHEST
 HQ0916'POINT AND THE STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
 HQ0916'
 HQ0916'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN GOLD POINT GO
 HQ0916'NORTHERLY ON THE BLADED ROAD AS TOWARD GOLDFIELD FOR 0.65 MILE
 HQ0916'TO THE MARK ON THE LEFT AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0519 ***********************************************************************
 JQ0519  DESIGNATION -  GOLDEN
 JQ0519  PID         -  JQ0519
 JQ0519  STATE/COUNTY-  NV/NYE
 JQ0519  USGS QUAD   -  TONOPAH (1982)
 JQ0519
 JQ0519                         *CURRENT SURVEY CONTROL
 JQ0519  ___________________________________________________________________
 JQ0519* NAD 83(1994)-  38 03 45.79304(N)    117 12 37.81014(W)     ADJUSTED  
 JQ0519* NAVD 88     -      2014.     (meters)    6608.     (feet)  SCALED    
 JQ0519  ___________________________________________________________________
 JQ0519  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 JQ0519  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 JQ0519
 JQ0519  HORZ ORDER  -  THIRD
 JQ0519
 JQ0519.The horizontal coordinates were established by classical geodetic methods
 JQ0519.and adjusted by the National Geodetic Survey in June 1998..
 JQ0519
 JQ0519.The orthometric height was scaled from a topographic map.
 JQ0519
 JQ0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0519
 JQ0519.The geoid height was determined by GEOID03.
 JQ0519
 JQ0519;                    North         East     Units Scale Factor Converg.
 JQ0519;SPC NV C     - 6,367,704.329   452,278.842   MT  0.99992804   -0 20 07.1
 JQ0519;SPC NV C     -20,891,376.62  1,483,851.50   sFT  0.99992804   -0 20 07.1
 JQ0519;SPC NV W     - 4,368,454.573   920,467.060   MT  1.00007868   +0 50 47.3
 JQ0519;SPC NV W     -14,332,171.38  3,019,899.01   sFT  1.00007868   +0 50 47.3
 JQ0519;UTM  11      - 4,212,794.917   481,534.157   MT  0.99960420   -0 07 47.2
 JQ0519
 JQ0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0519!SPC NV C     -   0.99968796  x   0.99992804  =   0.99961602
 JQ0519!SPC NV W     -   0.99968796  x   1.00007868  =   0.99976661
 JQ0519!UTM  11      -   0.99968796  x   0.99960420  =   0.99929228
 JQ0519
 JQ0519:                Primary Azimuth Mark                     Grid Az
 JQ0519:SPC NV C     -  DAVIS RESET                              143 05 25.7
 JQ0519:SPC NV W     -  DAVIS RESET                              141 54 31.3
 JQ0519:UTM  11      -  DAVIS RESET                              142 53 05.8
 JQ0519
 JQ0519|---------------------------------------------------------------------|
 JQ0519| PID    Reference Object                     Distance      Geod. Az  |
 JQ0519|                                                           dddmmss.s |
 JQ0519| JQ0520 DAVIS RESET                         APPROX. 2.1 KM 1424518.6 |
 JQ0519|---------------------------------------------------------------------|
 JQ0519
 JQ0519                          SUPERSEDED SURVEY CONTROL
 JQ0519
 JQ0519  NAD 83(1986)-  38 03 45.78951(N)    117 12 37.81596(W) AD(       ) 3
 JQ0519  NAD 27      -  38 03 46.03400(N)    117 12 34.52700(W) AD(       ) 3
 JQ0519
 JQ0519.Superseded values are not recommended for survey control.
 JQ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0519.See file dsdata.txt to determine how the superseded data were derived.
 JQ0519
 JQ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC8153412795(NAD 83)
 JQ0519_MARKER: H = DRILL HOLE
 JQ0519_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0519_SP_SET: SET IN BEDROCK
 JQ0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0519+STABILITY: POSITION/ELEVATION WELL
 JQ0519
 JQ0519  HISTORY     - Date     Condition        Report By
 JQ0519  HISTORY     - 1902     MONUMENTED       CGS
 JQ0519
 JQ0519                          STATION DESCRIPTION
 JQ0519
 JQ0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (CHS)
 JQ0519'ON THE SOUTHERN ONE OF TWO SUMMITS NEAR TOGETHER, A SHORT
 JQ0519'DISTANCE EAST OF THE TOWN OF TONOPAH.  THE STATION IS MARKED
 JQ0519'BY A DRILL HOLE IN SOLID ROCK OVER WHICH IS A PILE OF ROCKS
 JQ0519'ABOUT THE BASE OF THE SIGNAL POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0338 ***********************************************************************
 HQ0338  DESIGNATION -  GOLDFIELD
 HQ0338  PID         -  HQ0338
 HQ0338  STATE/COUNTY-  NV/ESMERALDA
 HQ0338  USGS QUAD   -  GOLDFIELD (1987)
 HQ0338
 HQ0338                         *CURRENT SURVEY CONTROL
 HQ0338  ___________________________________________________________________
 HQ0338* NAD 83(1994)-  37 42 30.67525(N)    117 14 00.56631(W)     ADJUSTED  
 HQ0338* NAVD 88     -      1736.178  (meters)    5696.11   (feet)  ADJUSTED  
 HQ0338  ___________________________________________________________________
 HQ0338  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 HQ0338  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 HQ0338  DYNAMIC HT  -        1734.228 (meters)    5689.71  (feet)  COMP
 HQ0338  MODELED GRAV-     979,444.9   (mgal)                       NAVD 88
 HQ0338
 HQ0338  HORZ ORDER  -  THIRD
 HQ0338  VERT ORDER  -  FIRST     CLASS II
 HQ0338
 HQ0338.The horizontal coordinates were established by classical geodetic methods
 HQ0338.and adjusted by the National Geodetic Survey in June 1998..
 HQ0338
 HQ0338.The orthometric height was determined by differential leveling
 HQ0338.and adjusted by the National Geodetic Survey in June 1991..
 HQ0338
 HQ0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0338
 HQ0338.The geoid height was determined by GEOID03.
 HQ0338
 HQ0338.The dynamic height is computed by dividing the NAVD 88
 HQ0338.geopotential number by the normal gravity value computed on the
 HQ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0338.degrees latitude (g = 980.6199 gals.).
 HQ0338
 HQ0338.The modeled gravity was interpolated from observed gravity values.
 HQ0338
 HQ0338;                    North         East     Units Scale Factor Converg.
 HQ0338;SPC NV W     - 4,329,112.122   919,018.628   MT  1.00007442   +0 49 32.6
 HQ0338;SPC NV W     -14,203,095.35  3,015,146.95   sFT  1.00007442   +0 49 32.6
 HQ0338;SPC NV C     - 6,328,405.719   450,022.840   MT  0.99993075   -0 20 48.1
 HQ0338;SPC NV C     -20,762,444.43  1,476,449.93   sFT  0.99993075   -0 20 48.1
 HQ0338;UTM  11      - 4,173,501.261   479,419.258   MT  0.99960522   -0 08 34.1
 HQ0338
 HQ0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0338!SPC NV W     -   0.99973164  x   1.00007442  =   0.99980604
 HQ0338!SPC NV C     -   0.99973164  x   0.99993075  =   0.99966241
 HQ0338!UTM  11      -   0.99973164  x   0.99960522  =   0.99933697
 HQ0338
 HQ0338:                Primary Azimuth Mark                     Grid Az
 HQ0338:SPC NV W     -  CAIRN ON NW END COLE MTN RNG             068 50 54.3
 HQ0338:SPC NV C     -  CAIRN ON NW END COLE MTN RNG             070 01 15.0
 HQ0338:UTM  11      -  CAIRN ON NW END COLE MTN RNG             069 49 01.0
 HQ0338
 HQ0338|---------------------------------------------------------------------|
 HQ0338| PID    Reference Object                     Distance      Geod. Az  |
 HQ0338|                                                           dddmmss.s |
 HQ0338| HQ0866 CAIRN ON NW END COLE MTN RNG        APPROX. 8.2 KM 0694026.9 |
 HQ0338| HQ0867 COLE MOUNTAIN CAIRN                 APPROX. 9.1 KM 0775608.7 |
 HQ0338| DA9982 GOLDFIELD AZ MK                                    2041732.1 |
 HQ0338| HQ0870 GOLDFIELD GRAM SCH FLAG               4.217 METERS 24446     |
 HQ0338| HQ0871 GOLDFIELD GRAM SCH E COR              9.097 METERS 25808     |
 HQ0338|---------------------------------------------------------------------|
 HQ0338
 HQ0338                          SUPERSEDED SURVEY CONTROL
 HQ0338
 HQ0338  NAD 83(1992)-  37 42 30.67295(N)    117 14 00.57264(W) AD(       ) 3
 HQ0338  NAD 83(1986)-  37 42 30.67462(N)    117 14 00.57440(W) AD(       ) 3
 HQ0338  NAD 27      -  37 42 30.90700(N)    117 13 57.29100(W) AD(       ) 3
 HQ0338  NGVD 29 (??/??/92) 1735.036  (m)         5692.36   (f) ADJ UNCH    1 2
 HQ0338
 HQ0338.Superseded values are not recommended for survey control.
 HQ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0338.See file dsdata.txt to determine how the superseded data were derived.
 HQ0338
 HQ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB7941973501(NAD 83)
 HQ0338_MARKER: DS = TRIANGULATION STATION DISK
 HQ0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0338_STAMPING: GOLDFIELD 1950
 HQ0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0338+STABILITY: SURFACE MOTION
 HQ0338
 HQ0338  HISTORY     - Date     Condition        Report By
 HQ0338  HISTORY     - 1950     MONUMENTED       CGS
 HQ0338  HISTORY     - 1955     GOOD             CGS
 HQ0338  HISTORY     - 1955     GOOD             NGS
 HQ0338
 HQ0338                          STATION DESCRIPTION
 HQ0338
 HQ0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0338'THE STATION IS LOCATED ON THE GROUNDS OF THE GOLDFIELD GRAMMAR
 HQ0338'SCHOOL WHICH WAS FORMERLY THE GOLDFIELD HIGH SCHOOL.  THE MARK
 HQ0338'IS SET FLUSH WITH THE GROUND, 29.84 FEET EAST OF THE EASTERN
 HQ0338'CORNER OF THE SCHOOL BUILDING AND 14.1 FEET WEST OF A TELEPHONE
 HQ0338'POLE.  THE MARK IS STAMPED GOLDFIELD 1950.
 HQ0338'
 HQ0338'NO REFERENCE MARKS WERE ESTABLISHED.
 HQ0338'
 HQ0338'THE AZIMUTH MARK IS LOCATED AT THE BASE OF AND ON THE EASTERN
 HQ0338'SIDE OF A PROMINENT BLUFF, ABOUT 200 METERS NORTHWEST OF A
 HQ0338'BLACK WATER TANK, ABOUT 40 METERS SOUTHWEST OF A TRACK ROAD
 HQ0338'AND ABOUT 8 METERS SOUTH OF A WHITE WITNESS POST.  THE MARK
 HQ0338'IS SET IN A BOULDER THAT PROJECTS 12 INCHES.  IT IS STAMPED
 HQ0338'GOLDFIELD 1950.
 HQ0338'
 HQ0338'TO REACH THE AZIMUTH MARK FROM THE GOLDFIELD HOTEL, GO SOUTH
 HQ0338'ON A BLADED ROAD FOR 0.35 MILE.  TAKE THE RIGHT FORK, A TRACK
 HQ0338'ROAD, FOR 0.05 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.2
 HQ0338'MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.1 MILE TO THE
 HQ0338'AZIMUTH MARK ON THE RIGHT AS DESCRIBED ABOVE.
 HQ0338'
 HQ0338'A DRIVE STATION.
 HQ0338
 HQ0338                          STATION RECOVERY (1955)
 HQ0338
 HQ0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 HQ0338'THE STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION
 HQ0338'AS DESCRIBED
 HQ0338
 HQ0338                          STATION RECOVERY (1955)
 HQ0338
 HQ0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 HQ0338'AT GOLDFIELD.
 HQ0338'AT GOLDFIELD, 0.1 MILE NORTH OF THE COUNTY COURTHOUSE, ON THE
 HQ0338'GROUNDS OF THE ABANDONED GOLDFIELD HIGH SCHOOL, 35 FEET WEST OF
 HQ0338'THE CENTER LINE OF A GRAVELED STREET, 32 FEET SOUTH OF THE
 HQ0338'CENTER LINE OF A GRAVELED STREET, 29.8 FEET NORTHEAST OF THE
 HQ0338'NORTHEAST CORNER OF THE BUILDING, 14 FEET SOUTHWEST OF A
 HQ0338'TELEPHONE POLE, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A
 HQ0338'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0870 ***********************************************************************
 HQ0870  DESIGNATION -  GOLDFIELD GRAM SCH FLAG
 HQ0870  PID         -  HQ0870
 HQ0870  STATE/COUNTY-  NV/ESMERALDA
 HQ0870  USGS QUAD   -  GOLDFIELD (1987)
 HQ0870
 HQ0870                         *CURRENT SURVEY CONTROL
 HQ0870  ___________________________________________________________________
 HQ0870* NAD 83(1994)-  37 42 30.61695(N)    117 14 00.72205(W)     ADJUSTED  
 HQ0870* NAVD 88     -      1737.     (meters)    5699.     (feet)  SCALED    
 HQ0870  ___________________________________________________________________
 HQ0870  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 HQ0870  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 HQ0870
 HQ0870  HORZ ORDER  -  THIRD
 HQ0870
 HQ0870.The horizontal coordinates were established by classical geodetic methods
 HQ0870.and adjusted by the National Geodetic Survey in June 1998..
 HQ0870
 HQ0870.The orthometric height was scaled from a topographic map.
 HQ0870
 HQ0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0870
 HQ0870.The geoid height was determined by GEOID03.
 HQ0870
 HQ0870;                    North         East     Units Scale Factor Converg.
 HQ0870;SPC NV W     - 4,329,110.270   919,014.839   MT  1.00007441   +0 49 32.5
 HQ0870;SPC NV W     -14,203,089.28  3,015,134.52   sFT  1.00007441   +0 49 32.5
 HQ0870;SPC NV C     - 6,328,403.945   450,019.015   MT  0.99993076   -0 20 48.2
 HQ0870;SPC NV C     -20,762,438.61  1,476,437.39   sFT  0.99993076   -0 20 48.2
 HQ0870;UTM  11      - 4,173,499.473   479,415.441   MT  0.99960522   -0 08 34.2
 HQ0870
 HQ0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0870!SPC NV W     -   0.99973149  x   1.00007441  =   0.99980588
 HQ0870!SPC NV C     -   0.99973149  x   0.99993076  =   0.99966227
 HQ0870!UTM  11      -   0.99973149  x   0.99960522  =   0.99933682
 HQ0870
 HQ0870                          SUPERSEDED SURVEY CONTROL
 HQ0870
 HQ0870  NAD 83(1992)-  37 42 30.61465(N)    117 14 00.72838(W) AD(       ) 4
 HQ0870  NAD 83(1986)-  37 42 30.61632(N)    117 14 00.73014(W) AD(       ) 4
 HQ0870  NAD 27      -  37 42 30.84900(N)    117 13 57.44700(W) AD(       ) 3
 HQ0870
 HQ0870.Superseded values are not recommended for survey control.
 HQ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0870.See file dsdata.txt to determine how the superseded data were derived.
 HQ0870
 HQ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB7941573499(NAD 83)
 HQ0870_MARKER: 62 = FLAGPOLE
 HQ0870
 HQ0870  HISTORY     - Date     Condition        Report By
 HQ0870  HISTORY     - 1950     FIRST OBSERVED   CGS
 HQ0870
 HQ0870                          STATION DESCRIPTION
 HQ0870
 HQ0870'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5118 ***********************************************************************
 AI5118  DESIGNATION -  GOLF
 AI5118  PID         -  AI5118
 AI5118  STATE/COUNTY-  NV/ELKO
 AI5118  USGS QUAD   -  ELKO WEST (1975)
 AI5118
 AI5118                         *CURRENT SURVEY CONTROL
 AI5118  ___________________________________________________________________
 AI5118* NAD 83(1999)-  40 51 36.95200(N)    115 45 34.70368(W)     ADJUSTED  
 AI5118* NAVD 88     -      1645.3    (meters)    5398.     (feet)  GPS OBS   
 AI5118  ___________________________________________________________________
 AI5118  EPOCH DATE  -        1999.37
 AI5118  X           -  -2,099,966.366 (meters)                     COMP
 AI5118  Y           -  -4,351,809.585 (meters)                     COMP
 AI5118  Z           -   4,151,763.435 (meters)                     COMP
 AI5118  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AI5118  ELLIP HEIGHT-        1626.70  (meters)          (05/16/00) GPS OBS
 AI5118  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 AI5118
 AI5118  HORZ ORDER  -  A
 AI5118  ELLP ORDER  -  FOURTH    CLASS I
 AI5118
 AI5118.The horizontal coordinates were established by GPS observations
 AI5118.and adjusted by the National Geodetic Survey in May 2000..
 AI5118.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI5118.DATUM ITEM on the data sheet items page.
 AI5118.The horizontal coordinates are valid at the epoch date displayed above.
 AI5118.The epoch date for horizontal control is a decimal equivalence
 AI5118.of Year/Month/Day.
 AI5118
 AI5118.The orthometric height was determined by GPS observations and a
 AI5118.high-resolution geoid model.
 AI5118
 AI5118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5118
 AI5118.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5118
 AI5118.The ellipsoidal height was determined by GPS observations
 AI5118.and is referenced to NAD 83.
 AI5118
 AI5118.The geoid height was determined by GEOID03.
 AI5118
 AI5118;                    North         East     Units Scale Factor Converg.
 AI5118;SPC NV E     - 8,678,144.112   185,136.613   MT  0.99990272   -0 06 55.2
 AI5118;SPC NV E     -28,471,544.47    607,402.37   sFT  0.99990272   -0 06 55.2
 AI5118;UTM  11      - 4,523,985.607   604,537.374   MT  0.99973450   +0 48 41.5
 AI5118
 AI5118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5118!SPC NV E     -   0.99974490  x   0.99990272  =   0.99964764
 AI5118!UTM  11      -   0.99974490  x   0.99973450  =   0.99947946
 AI5118
 AI5118                          SUPERSEDED SURVEY CONTROL
 AI5118
 AI5118.No superseded survey control is available for this station.
 AI5118
 AI5118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0453723986(NAD 83)
 AI5118_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI5118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5118_STAMPING: GOLF
 AI5118_MARK LOGO: NGS   
 AI5118_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5118+STABILITY: SURFACE MOTION
 AI5118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5118+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5118
 AI5118  HISTORY     - Date     Condition        Report By
 AI5118  HISTORY     - 1999     MONUMENTED       NGS
 AI5118
 AI5118                          STATION DESCRIPTION
 AI5118
 AI5118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999
 AI5118'THERE WAS NOT MUCH INFORMATION SUBMITTED ABOUT THIS STATION BUT THE
 AI5118'FOLLOWING.  SET COPPER HEAD ON DISFIGURED 5/8 INCH X 18 INCH BRASS
 AI5118'STEM SET IN 18 INCH DEEP BY 18 INCH ACROSS CONCRETE STAMPED GOLF.  A
 AI5118'DRAWING WAS ON THE SAME PAPER THAT SHOWS A 3/4 INCH CIRCLE WITH AN X
 AI5118'IN THE MIDDLE AND THE WORD GOLF AROUND THE EDGE.  THE POSITION WAS
 AI5118'PLOTTED ON A FAIRLY SMALL SCALE MAP AND IT APPEARS TO BE AT THE
 AI5118'NORTHEAST SIDE OF ELKO AND MAYBE AT THE RUBY VIEW GOLF COURSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0725 ***********************************************************************
 MT0725  DESIGNATION -  GOLLYER
 MT0725  PID         -  MT0725
 MT0725  STATE/COUNTY-  NV/ELKO
 MT0725  USGS QUAD   -  GOLLAHER MOUNTAIN (1989)
 MT0725
 MT0725                         *CURRENT SURVEY CONTROL
 MT0725  ___________________________________________________________________
 MT0725* NAD 83(1994)-  41 52 39.74881(N)    114 25 55.34140(W)     ADJUSTED  
 MT0725* NAVD 88     -      2486.2    (meters)    8157.     (feet)  VERTCON   
 MT0725  ___________________________________________________________________
 MT0725  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 MT0725  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 MT0725
 MT0725  HORZ ORDER  -  FIRST
 MT0725
 MT0725.The horizontal coordinates were established by classical geodetic methods
 MT0725.and adjusted by the National Geodetic Survey in June 1998..
 MT0725
 MT0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0725
 MT0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0725
 MT0725.The geoid height was determined by GEOID03.
 MT0725
 MT0725;                    North         East     Units Scale Factor Converg.
 MT0725;SPC NV E     - 8,791,757.140   295,559.161   MT  1.00001233   +0 46 06.9
 MT0725;SPC NV E     -28,844,289.88    969,680.35   sFT  1.00001233   +0 46 06.9
 MT0725;SPC ID C     -    23,529.144   464,138.613   MT  0.99996319   -0 17 18.3
 MT0725;UTM  11      - 4,639,387.222   713,087.002   MT  1.00015877   +1 42 53.5
 MT0725
 MT0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0725!SPC NV E     -   0.99961260  x   1.00001233  =   0.99962492
 MT0725!SPC ID C     -   0.99961260  x   0.99996319  =   0.99957580
 MT0725!UTM  11      -   0.99961260  x   1.00015877  =   0.99977130
 MT0725
 MT0725|---------------------------------------------------------------------|
 MT0725| PID    Reference Object                     Distance      Geod. Az  |
 MT0725|                                                           dddmmss.s |
 MT0725| DD5929 GOLLYER RM 1                          5.070 METERS 03035     |
 MT0725| DD5930 GOLLYER RM 2                          5.235 METERS 10010     |
 MT0725| DD5928 GOLLYER AZ MK                                      2514153.2 |
 MT0725|---------------------------------------------------------------------|
 MT0725
 MT0725                          SUPERSEDED SURVEY CONTROL
 MT0725
 MT0725  NAD 83(1994)-  41 52 39.74844(N)    114 25 55.34072(W) AD(       ) 1
 MT0725  NAD 83(1986)-  41 52 39.74564(N)    114 25 55.33796(W) AD(       ) 1
 MT0725  NAD 27      -  41 52 40.05348(N)    114 25 52.24350(W) AD(       ) 1
 MT0725  NGVD 29 (07/19/86) 2485.0    (m)         8153.     (f) VERT ANG       
 MT0725
 MT0725.Superseded values are not recommended for survey control.
 MT0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0725.See file dsdata.txt to determine how the superseded data were derived.
 MT0725
 MT0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG1308739387(NAD 83)
 MT0725_MARKER: DS = TRIANGULATION STATION DISK
 MT0725_SETTING: 66 = SET IN ROCK OUTCROP
 MT0725_PROJECTION: FLUSH
 MT0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0725+STABILITY: POSITION/ELEVATION WELL
 MT0725
 MT0725  HISTORY     - Date     Condition        Report By
 MT0725  HISTORY     - 1947     MONUMENTED       CGS
 MT0725  HISTORY     - 1957     GOOD             USGS
 MT0725  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MT0725
 MT0725                          STATION DESCRIPTION
 MT0725
 MT0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0725'THE STATION IS ON THE SUMMIT OF A HIGH BARREN MOUNTAIN, ABOUT
 MT0725'14 MILES, AIRLINE, E. OF SAN JACINTO, 8 MILES, AIRLINE, S. OF
 MT0725'THE IDAHO-NEVADA STATE LINE, AND 3 MILES, AIRLINE, S. OF A
 MT0725'U.S. WEATHER BUREAU STATION AND A COW CAMP.  THIS IS THE
 MT0725'HIGHEST MOUNTAIN IN THE VICINITY.  THERE IS A POINT OF
 MT0725'APPROXIMATELY THE SAME ELEVATION AS THE STATION 3/4 MILE W.N.W.
 MT0725'
 MT0725'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 MT0725'BEDROCK AND IS 1 FOOT BELOW THE SURFACE OF THE GROUND.  IS
 MT0725'STAMPED GOLLYER 1947.
 MT0725'
 MT0725'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 MT0725'HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 MT0725'GROUND AND APPROXIMATELY THE SAME ELEVATION AS THE STATION
 MT0725'MARK.  IT IS STAMPED GOLLYER NO 1 1947.
 MT0725'
 MT0725'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 MT0725'HOLE IN BEDROCK WHICH IS 1 FOOT BELOW THE SURFACE OF THE
 MT0725'GROUND AND 4 FEET LOWER THAN THE STATION.  IT IS STAMPED
 MT0725'GOLLYER NO 2 1947.
 MT0725'
 MT0725'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MT0725'IN OUTCROPPING BEDROCK WHICH PROJECTS 1 FOOT ON THE N. SIDE
 MT0725'AND ABOUT 3 IN ON THE S. SIDE.  IT IS 10 FEET N.E. OF A HIGHER
 MT0725'ROCK PROJECTION, AND 40 YARDS E. OF A TRACK ROAD.  IT IS
 MT0725'STAMPED GOLLYER 1947.
 MT0725'
 MT0725'TO REACH THE STATION FROM SAN JACINTO GO E. ON THE MAIN ROAD
 MT0725'FROM THE UTAH CONSTRUCTION CO. STORE 1.3 MILES.  TAKE THE
 MT0725'LEFT FORK AND GO N.E. ON THE MAIN GRADED ROAD 12.9 MILES TO
 MT0725'FORKS.  TAKE THE RIGHT FORK S.E. 4.7 MILES TO THE COW CAMP IN
 MT0725'A CANYON.  KEEP TO THE RIGHT AND GO S.W. UP THE CANYON ON
 MT0725'A TRACK ROAD, PASSING TO THE RIGHT OF A SMALL CORRAL AND GO
 MT0725'3.4 MILES TO A DIRT RESERVOIR ON THE RIGHT.  CONTINUE
 MT0725'SOUTHEASTERLY FROM THE RESERVOIR AND GO 1.0 MILE TO A SMALL
 MT0725'SADDLE.  THE AZIMUTH MARK IS ON THE E. SIDE OF THE
 MT0725'SADDLE.  FROM HERE TURN LEFT AND GO NORTHEASTERLY UP A RIDGE
 MT0725'1.7 MILES TO THE HIGHEST POINT AND STATION.  A FOUR WHEEL
 MT0725'DRIVE VEHICLE IS NECESSARY FOR THE LAST 1.7 MILES.
 MT0725
 MT0725                          STATION RECOVERY (1957)
 MT0725
 MT0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MT0725'THE STATION IS ON THE SUMMIT OF A HIGH BARREN MOUNTAIN, ABOUT 14 MI.,
 MT0725'AIRLINE, E. OF SAN JACINTO, 8 MI., AIRLINE, S. OF THE IDAHO-NEVADA
 MT0725'STATE LINE, AND 3 MI. AIRLINE, S. OF A U.S. WEATHER BUREAU STATION AND
 MT0725'A COW CAMP.  THIS IS THE HIGHEST MOUNTAIN IN THE VICINITY.  THERE IS A
 MT0725'POINT OF APPROXIMATELY THE SAME ELEVATION AS THE STATION 3/4 MI. WNW.
 MT0725'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 MT0725'BEDROCK AND IS 1 FT. BELOW THE SURFACE OF THE GROUND,---STAMPED---
 MT0725'GOLLYER 1947---.
 MT0725'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 MT0725'BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND
 MT0725'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  IT IS
 MT0725'---STAMPED---GOLLYER NO 1 1947.
 MT0725'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 MT0725'BEDROCK WHICH IS 1 FT. BELOW THE SURFACE OF THE GROUND AND 4 FT. LOWER
 MT0725'THAN THE STATION.  IT IS ---STAMPED---GOLLYER NO 2 1947.
 MT0725
 MT0725                          STATION RECOVERY (1968)
 MT0725
 MT0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MT0725'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0333 ***********************************************************************
 MV0333  DESIGNATION -  GOOCH
 MV0333  PID         -  MV0333
 MV0333  STATE/COUNTY-  NV/HUMBOLDT
 MV0333  USGS QUAD   -  GOOCH LAKE (1990)
 MV0333
 MV0333                         *CURRENT SURVEY CONTROL
 MV0333  ___________________________________________________________________
 MV0333* NAD 83(1994)-  41 50 08.08648(N)    119 11 17.41355(W)     ADJUSTED  
 MV0333* NAVD 88     -      1884.92   (+/-2cm)    6184.1    (feet)  VERTCON   
 MV0333  ___________________________________________________________________
 MV0333  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 MV0333  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 MV0333
 MV0333  HORZ ORDER  -  THIRD
 MV0333  VERT ORDER  -  THIRD ? (See Below)
 MV0333
 MV0333.The horizontal coordinates were established by classical geodetic methods
 MV0333.and adjusted by the National Geodetic Survey in June 1998..
 MV0333
 MV0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0333.The vertical order pertains to the NGVD 29 superseded value.
 MV0333
 MV0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0333
 MV0333.The geoid height was determined by GEOID03.
 MV0333
 MV0333;                    North         East     Units Scale Factor Converg.
 MV0333;SPC NV W     - 4,786,614.302   749,764.912   MT  0.99993104   -0 24 12.4
 MV0333;SPC NV W     -15,704,083.76  2,459,853.72   sFT  0.99993104   -0 24 12.4
 MV0333;UTM  11      - 4,633,835.772   318,310.219   MT  1.00000623   -1 27 35.6
 MV0333
 MV0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0333!SPC NV W     -   0.99970764  x   0.99993104  =   0.99963870
 MV0333!UTM  11      -   0.99970764  x   1.00000623  =   0.99971386
 MV0333
 MV0333|---------------------------------------------------------------------|
 MV0333| PID    Reference Object                     Distance      Geod. Az  |
 MV0333|                                                           dddmmss.s |
 MV0333| CD6637 GOOCH RM 2                            8.522 METERS 05848     |
 MV0333| MV0332 CHARLES                             APPROX. 5.1 KM 2071522.6 |
 MV0333| CD6636 GOOCH RM 1                            5.374 METERS 31937     |
 MV0333|---------------------------------------------------------------------|
 MV0333
 MV0333                          SUPERSEDED SURVEY CONTROL
 MV0333
 MV0333  NAD 83(1992)-  41 50 08.08606(N)    119 11 17.41373(W) AD(       ) 3
 MV0333  NAD 83(1991)-  41 50 08.08530(N)    119 11 17.41428(W) AD(       ) 3
 MV0333  NAD 83(1986)-  41 50 08.08729(N)    119 11 17.41327(W) AD(       ) 3
 MV0333  NAD 27      -  41 50 08.47289(N)    119 11 13.70399(W) AD(       ) 3
 MV0333  NGVD 29 (07/19/86) 1883.66   (m)         6180.0    (f) LEVELING    3  
 MV0333
 MV0333.Superseded values are not recommended for survey control.
 MV0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0333.See file dsdata.txt to determine how the superseded data were derived.
 MV0333
 MV0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG1831033836(NAD 83)
 MV0333_MARKER: DS = TRIANGULATION STATION DISK
 MV0333_SETTING: 66 = SET IN ROCK OUTCROP
 MV0333_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MV0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0333+STABILITY: POSITION/ELEVATION WELL
 MV0333
 MV0333  HISTORY     - Date     Condition        Report By
 MV0333  HISTORY     - 1964     MONUMENTED       USGS
 MV0333  HISTORY     - 1965     GOOD             USGS
 MV0333  HISTORY     - 1966     GOOD             USGS
 MV0333
 MV0333                          STATION DESCRIPTION
 MV0333
 MV0333'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 MV0333'LOCATED ABOUT 31 MI. WSW OF DENIO, ABOUT 5.5 MI. WNW OF VIRGIN VALLEY
 MV0333'RANCH, ABOUT 2.5 MI. ESE OF GOOCH LAKE, ON A SAGE-COVERED MESA NAMED
 MV0333'GOOCH TABLE. REACHED BY HELICOPTER. STATION MARK--A STANDARD TABLET
 MV0333'STAMPED---GOOCH 1964---SET IN A LARGE TRIANGULAR SHAPED BASALT
 MV0333'BOULDER, FLUSH WITH THE SURFACE. REFERENCE MARK NO. 1--A STANDARD
 MV0333'TABLET IN A LARGE BASALT BOULDER, 17.63 FT. FROM STATION MARK IN
 MV0333'DIRECTI 139 DEGREE 37 MINUTE. REFERENCE MARK NO. 2--A STANDARD TABLET
 MV0333'IN A BASALT BOULDER, 27.96 FT. FROM STATION MARK IN DIRECTI 238 DEGREE
 MV0333'48 MINUTE.
 MV0333
 MV0333                          STATION RECOVERY (1966)
 MV0333
 MV0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (DHK)
 MV0333'LOCATED ABOUT 31 MI. WSW. OF DENIO.  ABOUT 5.5 MI. WNW. OF
 MV0333'VIRGIN VALLEY RANCH.  ABOUT 2.5 MI. ESE. OF GOOCH LAKE.  ON
 MV0333'A SAGE COVERED MESA NAMED GOOCH TABLE.
 MV0333'
 MV0333'REACHED BY HELICOPTER.
 MV0333'
 MV0333'STATION MARK--STANDARD TABLET STAMPED GOOCH 1964, CEMENTED IN A
 MV0333'LARGE TRIANGULAR SHAPED BASALT BOULDER, FLUSH WITH THE SURFACE.
 MV0333'
 MV0333'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 MV0333'NO 1 1964, IN A LARGE BASALT BOULDER.
 MV0333'
 MV0333'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 MV0333'NO 2 1964 CEMENTED IN A BASALT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1220 ***********************************************************************
 FS1220  DESIGNATION -  GOOD
 FS1220  PID         -  FS1220
 FS1220  STATE/COUNTY-  NV/CLARK
 FS1220  USGS QUAD   -  JEAN (1989)
 FS1220
 FS1220                         *CURRENT SURVEY CONTROL
 FS1220  ___________________________________________________________________
 FS1220* NAD 83(1994)-  35 49 25.46273(N)    115 21 42.33306(W)     ADJUSTED  
 FS1220* NAVD 88     -      1185.5    (meters)    3889.     (feet)  VERTCON   
 FS1220  ___________________________________________________________________
 FS1220  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 FS1220  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FS1220
 FS1220  HORZ ORDER  -  SECOND
 FS1220
 FS1220.The horizontal coordinates were established by classical geodetic methods
 FS1220.and adjusted by the National Geodetic Survey in June 1998..
 FS1220
 FS1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1220
 FS1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1220
 FS1220.The geoid height was determined by GEOID03.
 FS1220
 FS1220;                    North         East     Units Scale Factor Converg.
 FS1220;SPC NV E     - 8,119,137.701   220,020.317   MT  0.99990494   +0 07 46.9
 FS1220;SPC NV E     -26,637,537.61    721,849.99   sFT  0.99990494   +0 07 46.9
 FS1220;UTM  11      - 3,965,637.362   647,985.016   MT  0.99986986   +0 57 32.5
 FS1220
 FS1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1220!SPC NV E     -   0.99981836  x   0.99990494  =   0.99972331
 FS1220!UTM  11      -   0.99981836  x   0.99986986  =   0.99968824
 FS1220
 FS1220:                Primary Azimuth Mark                     Grid Az
 FS1220:SPC NV E     -  BIRD                                     030 46 23.8
 FS1220:UTM  11      -  BIRD                                     029 56 38.2
 FS1220
 FS1220|---------------------------------------------------------------------|
 FS1220| PID    Reference Object                     Distance      Geod. Az  |
 FS1220|                                                           dddmmss.s |
 FS1220| FS1219 BIRD                                APPROX. 6.7 KM 0305410.7 |
 FS1220| CC5324 GOOD RM 1                             8.137 METERS 15140     |
 FS1220| CC5325 GOOD RM 2                             7.292 METERS 23123     |
 FS1220|---------------------------------------------------------------------|
 FS1220
 FS1220                          SUPERSEDED SURVEY CONTROL
 FS1220
 FS1220  NAD 83(1992)-  35 49 25.45635(N)    115 21 42.33353(W) AD(1991.35) 2
 FS1220  NAD 83(1992)-  35 49 25.45840(N)    115 21 42.33528(W) AD(       ) 2
 FS1220  NAD 83(1992)-  35 49 25.45728(N)    115 21 42.33668(W) AD(       ) 2
 FS1220  NAD 83(1986)-  35 49 25.45888(N)    115 21 42.32793(W) AD(       ) 2
 FS1220  NAD 27      -  35 49 25.54030(N)    115 21 39.34870(W) AD(       ) 2
 FS1220  NGVD 29 (07/19/86) 1184.7    (m)         3887.     (f) VERT ANG       
 FS1220
 FS1220.Superseded values are not recommended for survey control.
 FS1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1220.See file dsdata.txt to determine how the superseded data were derived.
 FS1220
 FS1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV4798565637(NAD 83)
 FS1220_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FS1220_SETTING: 66 = SET IN ROCK OUTCROP
 FS1220
 FS1220  HISTORY     - Date     Condition        Report By
 FS1220  HISTORY     - 1958     MONUMENTED       CGS
 FS1220
 FS1220                          STATION DESCRIPTION
 FS1220
 FS1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS1220'THE STATION IS ON THE SUMMIT OF A LONG LOW GRAY COLORED RIDGE,
 FS1220'4.5 MILES NORTHWEST OF JEAN, 4.0 MILES EAST OF GOODSPRINGS AND
 FS1220'0.5 MILE NORTH OF THE POWER LINE RUNNING TO GOODSPRINGS.
 FS1220'
 FS1220'TO REACH FROM JEAN, GO WEST ON THE GOODSPRINGS ROAD FOR 4.05
 FS1220'MILES TO A POINT JUST AFTER MAKING A SLIGHT S CURVE IN HIGHWAY
 FS1220'AND A DIM TRACK ROAD RIGHT, NORTH.  THIS POINT IS ABOUT OPPOSITE
 FS1220'THE END OF A RIDGE ABOUT 0.35 MILE TO THE NORTH.  HERE TURN
 FS1220'RIGHT AND GO 0.05 MILE PASSING UNDER THE TELEPHONE LINE THEN
 FS1220'CONTINUE 0.3 MILE TO END OF RIDGE AND ANGLE IN LARGE POWER LINE
 FS1220'TO POLE 161.  HERE TURN RIGHT, NORTHEAST ONTO POWER LINE ROAD
 FS1220'AND GO 1.5 MILE TO END OF NEXT RIDGE AND POWER POLE 153, TURN
 FS1220'LEFT UP STEEP SLOPE AND GO ABOUT 50 YARDS TO END OF TRUCK
 FS1220'TRAVEL.  FROM HERE PACK NORTHWESTERLY UP THE CREST OF THE
 FS1220'RIDGE FOR 30 MINUTES TO STATION SITE.
 FS1220'
 FS1220'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 FS1220'DRILL HOLES IN BEDROCK AND STAMPED GOOD 1958 WITH THE REFERENCE
 FS1220'MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7049 ***********************************************************************
 AH7049  DESIGNATION -  GOOSE
 AH7049  PID         -  AH7049
 AH7049  STATE/COUNTY-  NV/ELKO
 AH7049  USGS QUAD   -  FIVEMILE GULCH (1989)
 AH7049
 AH7049                         *CURRENT SURVEY CONTROL
 AH7049  ___________________________________________________________________
 AH7049* NAD 83(1994)-  41 54 16.68644(N)    114 11 14.37528(W)     ADJUSTED  
 AH7049* NAVD 88     -      1790.6    (meters)    5875.     (feet)  VERTCON   
 AH7049  ___________________________________________________________________
 AH7049  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AH7049  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 AH7049
 AH7049  HORZ ORDER  -  THIRD
 AH7049
 AH7049.The horizontal coordinates were established by classical geodetic methods
 AH7049.and adjusted by the National Geodetic Survey in January 1999..
 AH7049
 AH7049.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7049
 AH7049.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7049
 AH7049.The geoid height was determined by GEOID03.
 AH7049
 AH7049;                    North         East     Units Scale Factor Converg.
 AH7049;SPC NV E     - 8,795,049.226   315,822.439   MT  1.00006502   +0 55 57.0
 AH7049;SPC NV E     -28,855,090.67  1,036,160.79   sFT  1.00006502   +0 55 57.0
 AH7049;UTM  11      - 4,643,014.255   733,296.676   MT  1.00026979   +1 52 45.9
 AH7049
 AH7049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7049!SPC NV E     -   0.99972163  x   1.00006502  =   0.99978663
 AH7049!UTM  11      -   0.99972163  x   1.00026979  =   0.99999135
 AH7049
 AH7049                          SUPERSEDED SURVEY CONTROL
 AH7049
 AH7049  NGVD 29 (01/22/99) 1789.5    (m)         5871.     (f) VERT ANG       
 AH7049
 AH7049.Superseded values are not recommended for survey control.
 AH7049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7049.See file dsdata.txt to determine how the superseded data were derived.
 AH7049
 AH7049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG3329743014(NAD 83)
 AH7049_MARKER: Z = SEE DESCRIPTION
 AH7049_SETTING: 0 = UNSPECIFIED SETTING
 AH7049_PROJECTION: FLUSH
 AH7049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7049
 AH7049  HISTORY     - Date     Condition        Report By
 AH7049  HISTORY     - 1957     MONUMENTED       USGS
 AH7049
 AH7049                          STATION DESCRIPTION
 AH7049
 AH7049'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AH7049'LOCATED ABOUT 8.0 MI. W. OF UTAH, 6.5 MI. S. OF IDAHO, AND 1.0 MI. E.
 AH7049'OF RANCHO GRANDE, ON A PROMINENT TOP.
 AH7049'STATION REACHED BY HELICOPTER.  (STATION CAN BE REACHED BY 4-WHEEL
 AH7049'DRIVE.)
 AH7049'STATION MARK--STANDARD TABLET---STAMPED---GOOSE 1957 SET IN CONCRETE
 AH7049'SLAB BOUT 2-INCHES BELOW GROUND, UNDER SMALL CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0420 ***********************************************************************
 KQ0420  DESIGNATION -  GORGE
 KQ0420  PID         -  KQ0420
 KQ0420  STATE/COUNTY-  NV/LANDER
 KQ0420  USGS QUAD   -  MANHATTAN MTN NW (1969)
 KQ0420
 KQ0420                         *CURRENT SURVEY CONTROL
 KQ0420  ___________________________________________________________________
 KQ0420* NAD 83(1994)-  39 55 27.50396(N)    117 07 41.30629(W)     ADJUSTED  
 KQ0420* NAVD 88     -      1640.1    (meters)    5381.     (feet)  VERTCON   
 KQ0420  ___________________________________________________________________
 KQ0420  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 KQ0420  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 KQ0420
 KQ0420  HORZ ORDER  -  THIRD
 KQ0420
 KQ0420.The horizontal coordinates were established by classical geodetic methods
 KQ0420.and adjusted by the National Geodetic Survey in June 1998..
 KQ0420
 KQ0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0420
 KQ0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0420
 KQ0420.The geoid height was determined by GEOID03.
 KQ0420
 KQ0420;                    North         East     Units Scale Factor Converg.
 KQ0420;SPC NV C     - 6,574,310.698   460,553.349   MT  0.99991915   -0 17 46.2
 KQ0420;SPC NV C     -21,569,217.68  1,510,998.78   sFT  0.99991915   -0 17 46.2
 KQ0420;UTM  11      - 4,419,363.911   489,049.884   MT  0.99960148   -0 04 56.1
 KQ0420
 KQ0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0420!SPC NV C     -   0.99974616  x   0.99991915  =   0.99966533
 KQ0420!UTM  11      -   0.99974616  x   0.99960148  =   0.99934774
 KQ0420
 KQ0420|---------------------------------------------------------------------|
 KQ0420| PID    Reference Object                     Distance      Geod. Az  |
 KQ0420|                                                           dddmmss.s |
 KQ0420| DA9984 GORGE RM 1                            7.333 METERS 06111     |
 KQ0420| DA9985 GORGE RM 2                            9.479 METERS 16329     |
 KQ0420| DA9983 GORGE AZ MK                                        2732618.8 |
 KQ0420|---------------------------------------------------------------------|
 KQ0420
 KQ0420                          SUPERSEDED SURVEY CONTROL
 KQ0420
 KQ0420  NAD 83(1986)-  39 55 27.50431(N)    117 07 41.29436(W) AD(       ) 3
 KQ0420  NAD 27      -  39 55 27.79290(N)    117 07 37.94600(W) AD(       ) 3
 KQ0420  NGVD 29 (07/19/86) 1638.9    (m)         5377.     (f) VERT ANG       
 KQ0420
 KQ0420.Superseded values are not recommended for survey control.
 KQ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0420.See file dsdata.txt to determine how the superseded data were derived.
 KQ0420
 KQ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME8905019364(NAD 83)
 KQ0420_MARKER: DS = TRIANGULATION STATION DISK
 KQ0420_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0420
 KQ0420  HISTORY     - Date     Condition        Report By
 KQ0420  HISTORY     - 1958     MONUMENTED       CGS
 KQ0420
 KQ0420                          STATION DESCRIPTION
 KQ0420
 KQ0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KQ0420'THE STATION IS LOCATED AIRLINE ABOUT 31 MILES NORTH OF AUSTIN,
 KQ0420'49-1/2 MILES SOUTH-SOUTHWEST OF BATTLE MOUNTAIN, AND ABOUT
 KQ0420'1/2 MILE NORTH OF STATE HIGHWAY 8A AT THE SOUTHEAST END OF THE
 KQ0420'CANYON MADE BY THE REESE RIVER CUTTING THROUGH THE SHOSHONE
 KQ0420'MOUNTAINS, ON A BARE, LOW RIDGE WHICH DROPS SHARPLY ON ITS
 KQ0420'NORTHEAST SIDE.
 KQ0420'
 KQ0420'TO REACH THE STATION FROM THE U.S. POST OFFICE IN AUSTIN, GO
 KQ0420'WEST ON U.S. HIGHWAY 50 FOR 0.9 MILE TO THE JUNCTION OF STATE
 KQ0420'HIGHWAY 8A ON THE RIGHT.  TURN RIGHT AND GO NORTH 18.5 MILES
 KQ0420'TO THE SILVER CREEK ROAD ON THE RIGHT.  CONTINUE STRAIGHT AHEAD
 KQ0420'9.4 MILES TO THE IOWA CANYON-HALL CREEK ROAD ON THE RIGHT, THENCE
 KQ0420'NORTH 5.5 MILES TO A SIDE ROAD SHARP RIGHT.  TURN RIGHT ON THE
 KQ0420'DIRT ROAD AND GO EAST 0.1 MILE TO FAINT TRACKS UP THE RIDGE
 KQ0420'TO THE LEFT, TURN UPHILL TO THE LEFT AND FOLLOW THE OLD TRACKS
 KQ0420'NORTH 0.3 MILE TO A BROWN ROCK OUTCROP ON THE RIGHT AND THE
 KQ0420'AZIMUTH MARK.  CONTINUE NORTH UP THE CREST OF THE RIDGE, THEN
 KQ0420'GRADUALLY CIRCLE TO THE EAST 0.4 MILE TO THE HIGHEST POINT AND
 KQ0420'THE STATION.
 KQ0420'
 KQ0420'THE STATION MARK IS A STANDARD DISK STAMPED GORGE 1958 CEMENTED
 KQ0420'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS ABOUT
 KQ0420'12 FEET SOUTH-SOUTHWEST OF THE HIGHEST PART OF THE SUMMIT AND
 KQ0420'8 FEET NORTHWEST OF A WITNESS POST.
 KQ0420'
 KQ0420'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GORGE NO
 KQ0420'1 1958 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 KQ0420'ABOUT 2 FEET ABOVE GROUND.  IT IS APPROXIMATELY 1-1/2 FEET
 KQ0420'HIGHER THAN THE STATION MARK.
 KQ0420'
 KQ0420'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GORGE NO 2
 KQ0420'1958 CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP PROJECTING
 KQ0420'2 INCHES ABOVE GROUND.  IT IS ABOUT 1-1/2 FEET LOWER THAN THE
 KQ0420'STATION MARK.
 KQ0420'
 KQ0420'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GORGE 1958 CEMENTED
 KQ0420'IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 9 SQUARE FEET IN
 KQ0420'AREA AND PROJECTING APPROXIMATELY 2 FEET ON THE SOUTH SIDE.  IT
 KQ0420'IS 2.7 FEET SOUTH OF A 2-FOOT CAIRN AND ABOUT 100 FEET EAST
 KQ0420'OF THE TRACK ROAD UP THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0669 ***********************************************************************
 LQ0669  DESIGNATION -  GOSH
 LQ0669  PID         -  LQ0669
 LQ0669  STATE/COUNTY-  NV/ELKO
 LQ0669  USGS QUAD   -  DOLLY VARDEN (1986)
 LQ0669
 LQ0669                         *CURRENT SURVEY CONTROL
 LQ0669  ___________________________________________________________________
 LQ0669* NAD 83(1994)-  40 31 41.74437(N)    114 32 59.85115(W)     ADJUSTED  
 LQ0669* NAVD 88     -      1708.70   (+/-2cm)    5606.0    (feet)  VERTCON   
 LQ0669  ___________________________________________________________________
 LQ0669  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 LQ0669  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 LQ0669
 LQ0669  HORZ ORDER  -  SECOND
 LQ0669  VERT ORDER  -  THIRD ? (See Below)
 LQ0669
 LQ0669.The horizontal coordinates were established by classical geodetic methods
 LQ0669.and adjusted by the National Geodetic Survey in June 1998..
 LQ0669
 LQ0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0669.The vertical order pertains to the NGVD 29 superseded value.
 LQ0669
 LQ0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0669
 LQ0669.The geoid height was determined by GEOID03.
 LQ0669
 LQ0669;                    North         East     Units Scale Factor Converg.
 LQ0669;SPC NV E     - 8,641,777.754   287,552.082   MT  0.99999432   +0 40 17.6
 LQ0669;SPC NV E     -28,352,232.51    943,410.46   sFT  0.99999432   +0 40 17.6
 LQ0669;UTM  11      - 4,489,276.074   707,524.264   MT  1.00013014   +1 35 33.6
 LQ0669
 LQ0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0669!SPC NV E     -   0.99973490  x   0.99999432  =   0.99972922
 LQ0669!UTM  11      -   0.99973490  x   1.00013014  =   0.99986501
 LQ0669
 LQ0669|---------------------------------------------------------------------|
 LQ0669| PID    Reference Object                     Distance      Geod. Az  |
 LQ0669|                                                           dddmmss.s |
 LQ0669| DD5932 GOSH RM 1                             8.985 METERS 02136     |
 LQ0669| DD5931 GOSH AZ MK                                         0335537.0 |
 LQ0669| LQ0269 X 29                                 13.163 METERS 30229     |
 LQ0669|---------------------------------------------------------------------|
 LQ0669
 LQ0669                          SUPERSEDED SURVEY CONTROL
 LQ0669
 LQ0669  NAD 83(1994)-  40 31 41.74317(N)    114 32 59.84934(W) AD(       ) 2
 LQ0669  NAD 83(1986)-  40 31 41.73857(N)    114 32 59.84652(W) AD(       ) 2
 LQ0669  NAD 27      -  40 31 41.99225(N)    114 32 56.76015(W) AD(       ) 2
 LQ0669  NGVD 29 (07/19/86) 1707.59   (m)         5602.3    (f) LEVELING    3  
 LQ0669
 LQ0669.Superseded values are not recommended for survey control.
 LQ0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0669.See file dsdata.txt to determine how the superseded data were derived.
 LQ0669
 LQ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE0752489276(NAD 83)
 LQ0669_MARKER: DS = TRIANGULATION STATION DISK
 LQ0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0669_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0669
 LQ0669  HISTORY     - Date     Condition        Report By
 LQ0669  HISTORY     - 1965     MONUMENTED       CGS
 LQ0669
 LQ0669                          STATION DESCRIPTION
 LQ0669
 LQ0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0669'STATION IS LOCATED ABOUT 44 MILES SOUTHEAST OF WELLS, 22 MILES
 LQ0669'NORTHEAST OF CURRIE, 22 MILES EAST OF U.S. HIGHWAY 93, 22 MILES
 LQ0669'WEST OF U.S. HIGHWAY ALTERNATE 50 AND ON EAST SIDE OF NEVADA
 LQ0669'NORTHERN RAILROAD TRACKS.
 LQ0669'
 LQ0669'TO REACH FROM CURRIE (WHICH IS ABOUT 75 MILES NORTHERLY FROM
 LQ0669'ELY), GO NORTH ON U.S. HIGHWAY 93 FOR 7.2 MILES TO A GRAVEL
 LQ0669'SIDE ROAD RIGHT AND SIGN ON LEFT DECOY, TURN RIGHT AND FOLLOW
 LQ0669'MAIN ROAD EAST AND NORTH FOR 5.25 MILES TO A DIAGONAL CROSSROAD,
 LQ0669'TURN RIGHT AND FOLLOW MAIN ROAD FOR 4.75 MILES TO A T-ROAD
 LQ0669'JUNCTION WHERE THE MAIN ROAD TURNS EAST, KEEP RIGHT (EAST)
 LQ0669'AND FOLLOW MAIN ROAD EAST AND NORTH FOR 4.3 MILES TO A WIRE
 LQ0669'CORRAL AND OLD CABIN ON RIGHT, CONTINUE NORTH ON THE MAIN
 LQ0669'ROAD FOR 6.4 MILES TO A SIDE ROAD LEFT.  CONTINUE AHEAD ON
 LQ0669'MAIN ROAD FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 LQ0669'GO EAST ON MAIN ROAD FOR 1.85 MILES TO A RAILROAD
 LQ0669'CROSSING, CROSS RAILROAD, TURN RIGHT AND GO SOUTH ALONG
 LQ0669'THE EAST SIDE OF RAILROAD TRACKS FOR 0.8 MILE TO THE AZIMUTH
 LQ0669'MARK ON LEFT AS DESCRIBED, CONTINUE SOUTHERLY FOR 0.5 MILE
 LQ0669'TO THE STATION ON LEFT AS DESCRIBED.
 LQ0669'
 LQ0669'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED GOSH 1965,
 LQ0669'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 LQ0669'6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 170
 LQ0669'FEET NORTHEAST OF RAILROAD SIDING, 139 FEET EAST OF TELEPHONE
 LQ0669'POLE WHICH HAS MILE POST SIGN NUMBER 42 ATTACHED, 87.9 FEET
 LQ0669'EAST OF EAST TRACK OF RAILROAD, 25 FEET EAST OF CENTER OF
 LQ0669'TRACK ROAD AND 3.6 FEET SOUTH OF WITNESS POST.
 LQ0669'
 LQ0669'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED GOSH NO
 LQ0669'1 1965, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 LQ0669'ABOUT 4 INCHES ABOVE THE GROUND.  THE MARK IS 81.5 FEET EAST OF
 LQ0669'EAST TRACK OF RAILROAD TRACK, 18 FEET EAST OF CENTER OF TRACK
 LQ0669'ROAD AND 26 FEET NORTH OF WITNESS POST.
 LQ0669'
 LQ0669'REFERENCE MARK 2, A BENCH MARK DISK STAMPED X 29 1933 5602.886
 LQ0669'FEET, IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS ABOUT
 LQ0669'10 INCHES SQUARE AND PROJECTS ABOUT 10 INCHES ABOVE THE
 LQ0669'SURFACE OF THE GROUND.  THE MARK IS 44.7 FEET EAST OF EAST
 LQ0669'TRACK OF RAILROAD TRACK, 43.4 FEET WEST-SOUTHWEST OF WITNESS
 LQ0669'POST AND 18 FEET WEST OF CENTER OF TRACK ROAD.
 LQ0669'
 LQ0669'AZIMUTH MARK, A STANDARD DISK STAMPED GOSH 1965, IS SET IN
 LQ0669'THE TOP OF A CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE SURFACE
 LQ0669'OF THE GROUND.  THE MARK IS 87.4 FEET EAST OF EAST RAIL OF
 LQ0669'RAILROAD TRACK, 98 FEET NORTHEAST OF RAILROAD SIDING, 16 FEET
 LQ0669'EAST OF CENTER OF TRACK ROAD AND 4.6 FEET EAST OF WITNESS
 LQ0669'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0645 ***********************************************************************
 LQ0645  DESIGNATION -  GOSHUTE
 LQ0645  PID         -  LQ0645
 LQ0645  STATE/COUNTY-  NV/ELKO
 LQ0645  USGS QUAD   -  GOSHUTE PEAK (1982)
 LQ0645
 LQ0645                         *CURRENT SURVEY CONTROL
 LQ0645  ___________________________________________________________________
 LQ0645* NAD 83(1994)-  40 29 58.07755(N)    114 17 43.84298(W)     ADJUSTED  
 LQ0645* NAVD 88     -      2930.7    (meters)    9615.     (feet)  VERTCON   
 LQ0645  ___________________________________________________________________
 LQ0645  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 LQ0645  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 LQ0645
 LQ0645  HORZ ORDER  -  FIRST
 LQ0645
 LQ0645.The horizontal coordinates were established by classical geodetic methods
 LQ0645.and adjusted by the National Geodetic Survey in June 1998..
 LQ0645
 LQ0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0645
 LQ0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0645
 LQ0645.The geoid height was determined by GEOID03.
 LQ0645
 LQ0645;                    North         East     Units Scale Factor Converg.
 LQ0645;SPC NV E     - 8,638,864.082   309,157.146   MT  1.00004662   +0 50 11.2
 LQ0645;SPC NV E     -28,342,673.24  1,014,293.07   sFT  1.00004662   +0 50 11.2
 LQ0645;UTM  11      - 4,486,709.591   729,177.001   MT  1.00024655   +1 45 25.8
 LQ0645
 LQ0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0645!SPC NV E     -   0.99954333  x   1.00004662  =   0.99958993
 LQ0645!UTM  11      -   0.99954333  x   1.00024655  =   0.99978977
 LQ0645
 LQ0645:                Primary Azimuth Mark                     Grid Az
 LQ0645:SPC NV E     -  GOSHUTE AZ MK 2                          011 40 31.5
 LQ0645:UTM  11      -  GOSHUTE AZ MK 2                          010 45 16.9
 LQ0645
 LQ0645|---------------------------------------------------------------------|
 LQ0645| PID    Reference Object                     Distance      Geod. Az  |
 LQ0645|                                                           dddmmss.s |
 LQ0645| DD5934 GOSHUTE AZ MK 2                                    0123042.7 |
 LQ0645| DD5933 GOSHUTE AZ MK                                      1044529.4 |
 LQ0645| DD5935 GOSHUTE RM 1                          6.971 METERS 13851     |
 LQ0645| DD5937 GOSHUTE RM 3                         13.928 METERS 22541     |
 LQ0645| DD5936 GOSHUTE RM 2                         15.918 METERS 24444     |
 LQ0645|---------------------------------------------------------------------|
 LQ0645
 LQ0645                          SUPERSEDED SURVEY CONTROL
 LQ0645
 LQ0645  NAD 83(1994)-  40 29 58.07734(N)    114 17 43.84272(W) AD(       ) 1
 LQ0645  NAD 83(1986)-  40 29 58.07054(N)    114 17 43.83961(W) AD(       ) 1
 LQ0645  NAD 27      -  40 29 58.31783(N)    114 17 40.77379(W) AD(       ) 1
 LQ0645  NGVD 29 (07/19/86) 2929.4    (m)         9611.     (f) VERT ANG       
 LQ0645
 LQ0645.Superseded values are not recommended for survey control.
 LQ0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0645.See file dsdata.txt to determine how the superseded data were derived.
 LQ0645
 LQ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE2917786710(NAD 83)
 LQ0645_MARKER: DS = TRIANGULATION STATION DISK
 LQ0645_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0645_SP_SET: PARTIALLY EXPOSED BEDROCK
 LQ0645
 LQ0645  HISTORY     - Date     Condition        Report By
 LQ0645  HISTORY     - 1944     MONUMENTED       CGS
 LQ0645  HISTORY     - 1965     GOOD             CGS
 LQ0645
 LQ0645                          STATION DESCRIPTION
 LQ0645
 LQ0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 LQ0645'STATION IS LOCATED ABOUT 12 MILES ESE OF DOLLY VARDEN POST
 LQ0645'OFFICE, 8-1/2 MILES NW OF FERGUSON MAINTENANCE STATION, AND
 LQ0645'11-1/2 MILES NNW OF WHITE HORSE PASS.  IT IS ON THE HIGHEST
 LQ0645'PEAK IN THE GOSHUTE OR SOUTH TOANA MOUNTAINS.  THE PEAK LIES
 LQ0645'TO THE RIGHT (N) OF THE HEAD DRAINAGE OF A LARGE WASH THAT
 LQ0645'CROSSES U.S. HIGHWAY 50 AT A POINT 6.9 MILES N OF THE FERGUSON
 LQ0645'MAINTENANCE STATION.
 LQ0645'
 LQ0645'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 LQ0645'WITH THE GENERAL SURFACE.  IT IS STAMPED GOSHUTE 1944.
 LQ0645'
 LQ0645'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH IN
 LQ0645'BEDROCK.  IT IS 5 FEET LOWER IN ELEVATION THAN THE STATION
 LQ0645'MARK AND IS STAMPED GOSHUTE NO 1 1944.
 LQ0645'
 LQ0645'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET FLUSH IN
 LQ0645'BEDROCK.  IT IS 2 FEET LOWER IN ELEVATION THAN THE STATION
 LQ0645'MARK AND IS STAMPED GOSHUTE NO 2 1944.
 LQ0645'
 LQ0645'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK PROJECTING
 LQ0645'6 INCHES AND IS STAMPED GOSHUTE 1944.  IT IS 20 YARDS E OF
 LQ0645'TRACK ROAD TO STATION, 15 FEET HIGHER THAN ROAD LEVEL, 6 FEET
 LQ0645'NW OF A WHITE WITNESS POST, AND 20 YARDS W OF AND BELOW A RUGGED
 LQ0645'AND PROMINENT ROCK OUTCROP.
 LQ0645'
 LQ0645'TO REACH STATION FROM FERGUSON MAINTENANCE STATION, GO N ON
 LQ0645'U.S. HIGHWAY 50 FOR 6.9 MILES TO A POINT ABOUT 0.05 MILE
 LQ0645'S OF A LARGE WASH.  TURN LEFT HERE, OFF THE HIGHWAY, AND FOLLOW
 LQ0645'VERY DIM TRACKS W ALONG WASH, THEN INTO WASH, FOR 5.1 MILES.
 LQ0645'HERE TAKE RIGHT WASH AND CONTINUE 0.8 MILE TO AZIMUTH MARK
 LQ0645'ON RIGHT.  CONTINUE UP WASH 0.1 MILE, TAKE LEFT WASH, AND GO 1.1
 LQ0645'MILES TO END OF TRUCK TRAVEL IN A NARROW DEEP WASH.
 LQ0645'(NOTE--JEEP CAN BE TAKEN OUT OF WASH HERE AND DRIVEN ABOUT
 LQ0645'1-1/2 MILES FARTHER TOWARD STATION.) FROM END OF TRUCK
 LQ0645'TRAVEL PACK ABOUT 1/2 MILE NW TO SPRING, THENCE 1/4 MILE
 LQ0645'UNTIL WELL-TRAVELED TRAIL IS INTERSECTED.  FOLLOW
 LQ0645'WELL-TRAVELED TRAIL NNW ABOUT 1 MILE, THENCE CONTINUE NW
 LQ0645'ALONG THE NE SIDE OF ROCKY AND TIMBERED RIDGE TO TOP OF RIDGE
 LQ0645'WHERE TRAIL IS VISIBLE AGAIN.  PASS JUST TO RIGHT OF
 LQ0645'SHARP ROCKY POINT ON HIGHEST POINT OF HILL.  CONTINUE ON
 LQ0645'TRAIL NW INTO LOW GAP AND A SHORT DISTANCE ALONG THE N SIDE
 LQ0645'OF TIMBERED HILL.  THENCE DOWNGRADE INTO GRASSY SADDLE AT
 LQ0645'BASE OF MAIN MOUNTAIN AND END OF TRAIL.  CONTINUE NW UP
 LQ0645'MAIN CREST TO HIGHEST POINT AND STATION.  A 3-HOUR PACK FROM
 LQ0645'END OF TRUCK TRAVEL.
 LQ0645'
 LQ0645'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 LQ0645
 LQ0645                          STATION RECOVERY (1965)
 LQ0645
 LQ0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0645'STATION WAS RECOVERED AND STATION MARK AND REFERENCE MARK
 LQ0645'1 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LQ0645'THERE WAS NO NOTICEABLE GROUND MOVEMENT AT STATION SITE.  REFERENCE
 LQ0645'MARK 2 WAS FOUND LAYING ON THE GROUND AND THE AZIMUTH MARK WAS
 LQ0645'NOT RECOVERED.  A NEW AZIMUTH MARK AND REFERENCE MARK 3 WERE
 LQ0645'ESTABLISHED.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 LQ0645'1 CHECKED.  DUE TO A NEW TO REACH A COMPLETE NEW DESCRIPTION
 LQ0645'FOLLOWS.
 LQ0645'
 LQ0645'STATION IS LOCATED ABOUT 30 MILES NORTHEAST OF CURRIE, ABOUT
 LQ0645'8-1/2 MILES NORTHWEST OF FERGUSON MAINTENANCE STATION, ABOUT
 LQ0645'11-1/2 MILES NORTH-NORTHWEST OF WHITE HORSE PASS, ON THE HIGHEST
 LQ0645'PEAK IN THE GOSHUTE MOUNTAINS.  THE PEAK LIES TO THE RIGHT
 LQ0645'(NORTH) OF THE HEAD DRAINAGE OF A LARGE WASH THAT CROSSES U.S.
 LQ0645'HIGHWAY 50 AT A POINT 6.9 MILES NORTH OF THE FERGUSON
 LQ0645'MAINTENANCE STATION.
 LQ0645'
 LQ0645'STATION MARK, A STANDARD TRIANGULATION STATION DISK STAMPED
 LQ0645'GOSHUTE 1944, IS SET IN A DRILL HOLE IN BEDROCK FLUSH WITH
 LQ0645'GENERAL SURFACE OF BEDROCK.  THE MARK IS 14.7 FEET EAST-NORTHEAST
 LQ0645'OF A CAIRN.
 LQ0645'
 LQ0645'REFERENCE MARK 1, A BRONZE REFERENCE DISK SET IN A DRILL
 LQ0645'HOLE IN BEDROCK FLUSH WITH THE GENERAL AREA IS STAMPED GOSHUTE
 LQ0645'NO 1 1944.  THE MARK IS ABOUT 5 FEET LOWER IN ELEVATION THAN
 LQ0645'THE STATION MARK, 29.2 FEET SOUTHEAST OF A CAIRN AND 1 FOOT
 LQ0645'NORTH OF A SMALLER CAIRN.
 LQ0645'
 LQ0645'REFERENCE MARK 3, A BRONZE REFERENCE DISK SET IN A DRILL
 LQ0645'HOLE IN BEDROCK FLUSH WITH THE GENERAL AREA IS STAMPED GOSHUTE
 LQ0645'NO 3 1944.  THE MARK IS 32 FEET SOUTHWEST OF CAIRN AND ABOUT
 LQ0645'THE SAME ELEVATION AS THE STATION MARK.
 LQ0645'
 LQ0645'AZIMUTH MARK, IS A STANDARD AZIMUTH DISK STAMPED GOSHUTE 1944.
 LQ0645'THE MARK IS SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 LQ0645'GROUND AND GENERAL AREA.  THE MARK IS IN CENTER OF RIDGE IN
 LQ0645'ROCK BENCH ON ROUTE TO STATION.
 LQ0645'
 LQ0645'TO REACH FROM THE JUNCTION OF ALTERNATE U.S. HIGHWAY 50
 LQ0645'AND U.S. HIGHWAY 93 (ABOUT 47 MILES NORTH OF MC GILL OR 16
 LQ0645'MILES SOUTH OF CURRIE), GO NORTHEAST ON ALTERNATE U.S. HIGHWAY
 LQ0645'50 FOR 26.4 MILES TO WHERE TELEPHONE LINE CROSSES HIGHWAY,
 LQ0645'CONTINUE 0.25 MILES TO SIDE ROAD LEFT WHERE OLD HIGHWAY CROSSES
 LQ0645'NEW ROAD, TURN LEFT AT TELEPHONE POLE AND GO NORTHERLY ON DIRT
 LQ0645'ROAD 6.7 MILES TO A CONCRETE WATER TANK AND PUMP ON LEFT,
 LQ0645'CONTINUE NORTHERLY ON TRACK ROAD 0.5 MILE TO A REVERSE FORK,
 LQ0645'CONTINUE NORTHERLY ON TRACK ROAD 0.5 MILE TO A FORK, KEEP
 LQ0645'RIGHT AND CONTINUE NORTHERLY 0.15 MILE TO A FORK, KEEP
 LQ0645'RIGHT NORTHERLY AND GO 3.0 MILES TO CROSSROAD, CONTINUE
 LQ0645'NORTHERLY ON TRACK ROAD 3.25 MILES TO RANCH BUILDINGS, CORRAL AND 3
 LQ0645'WAY FORK JUST NORTH OF BUILDINGS, TAKE RIGHT FORK OF 3
 LQ0645'AND GO EASTERLY AND NORTHERLY 1.7 MILES TO FORK, KEEP RIGHT AND
 LQ0645'GO EASTERLY UP CANYON ROAD FOR 4.2 MILES TO END OF ROAD AT
 LQ0645'SADDLE.  FROM HERE PACK TO WEST AND SOUTH FOLLOWING ROCKY
 LQ0645'RIDGE FOR ABOUT 1-1/2 HOURS TO A ROCKY BENCH AND AZIMUTH
 LQ0645'MARK, CONTINUE SOUTHERLY ALONG CREST OF RIDGE FOR ABOUT
 LQ0645'1-1/2 HOURS TO HIGHEST POINT OF MOUNTAIN AND STATION.
 LQ0645'
 LQ0645'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5122 ***********************************************************************
 AI5122  DESIGNATION -  GOSHUTE GPS BASE STATION ARP
 AI5122  PID         -  AI5122
 AI5122  STATE/COUNTY-  NV/ELKO
 AI5122  USGS QUAD   -  OLA (1972)
 AI5122
 AI5122                         *CURRENT SURVEY CONTROL
 AI5122  ___________________________________________________________________
 AI5122* NAD 83(1999)-  40 38 24.58930(N)    114 10 46.86161(W)     ADJUSTED  
 AI5122* NAVD 88     -      1579.1    (meters)    5181.     (feet)  GPS OBS   
 AI5122  ___________________________________________________________________
 AI5122  EPOCH DATE  -        1999.37
 AI5122  X           -  -1,985,696.483 (meters)                     COMP
 AI5122  Y           -  -4,422,568.502 (meters)                     COMP
 AI5122  Z           -   4,133,199.562 (meters)                     COMP
 AI5122  LAPLACE CORR-          -8.52  (seconds)                    DEFLEC99
 AI5122  ELLIP HEIGHT-        1560.96  (meters)          (05/16/00) GPS OBS
 AI5122  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 AI5122
 AI5122  HORZ ORDER  -  A
 AI5122  ELLP ORDER  -  FOURTH    CLASS I
 AI5122
 AI5122.The horizontal coordinates were established by GPS observations
 AI5122.and adjusted by the National Geodetic Survey in May 2000..
 AI5122.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI5122.DATUM ITEM on the data sheet items page.
 AI5122.The horizontal coordinates are valid at the epoch date displayed above.
 AI5122.The epoch date for horizontal control is a decimal equivalence
 AI5122.of Year/Month/Day.
 AI5122
 AI5122.The orthometric height was determined by GPS observations and a
 AI5122.high-resolution geoid model.
 AI5122
 AI5122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5122
 AI5122.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5122
 AI5122.The ellipsoidal height was determined by GPS observations
 AI5122.and is referenced to NAD 83.
 AI5122
 AI5122.The geoid height was determined by GEOID03.
 AI5122
 AI5122;                    North         East     Units Scale Factor Converg.
 AI5122;SPC NV E     - 8,654,636.903   318,726.193   MT  1.00007345   +0 54 51.5
 AI5122;SPC NV E     -28,394,421.24  1,045,687.52   sFT  1.00007345   +0 54 51.5
 AI5122;UTM  11      - 4,502,637.758   738,492.969   MT  1.00030017   +1 50 15.9
 AI5122
 AI5122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5122!SPC NV E     -   0.99975520  x   1.00007345  =   0.99982863
 AI5122!UTM  11      -   0.99975520  x   1.00030017  =   1.00005529
 AI5122
 AI5122                          SUPERSEDED SURVEY CONTROL
 AI5122
 AI5122.No superseded survey control is available for this station.
 AI5122
 AI5122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF3849302638(NAD 83)
 AI5122_MARKER: Z = SEE DESCRIPTION
 AI5122_SETTING: 0 = UNSPECIFIED SETTING
 AI5122_MARK LOGO: NONE  
 AI5122_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5122+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 AI5122
 AI5122  HISTORY     - Date     Condition        Report By
 AI5122  HISTORY     - 1996     MONUMENTED       NGS
 AI5122  HISTORY     - 19990615 GOOD             NGS
 AI5122
 AI5122                          STATION DESCRIPTION
 AI5122
 AI5122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996
 AI5122'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AI5122
 AI5122                          STATION RECOVERY (1999)
 AI5122
 AI5122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI5122'THE STATION IS A GPS BASE STATION ARP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0549 ***********************************************************************
 JQ0549  DESIGNATION -  GRAHAM
 JQ0549  PID         -  JQ0549
 JQ0549  STATE/COUNTY-  NV/MINERAL
 JQ0549  USGS QUAD   -  DICALITE SUMMIT (1980)
 JQ0549
 JQ0549                         *CURRENT SURVEY CONTROL
 JQ0549  ___________________________________________________________________
 JQ0549* NAD 83(1994)-  38 23 25.60574(N)    117 50 06.20144(W)     ADJUSTED  
 JQ0549* NAVD 88     -      1734.4    (meters)    5690.     (feet)  VERTCON   
 JQ0549  ___________________________________________________________________
 JQ0549  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 JQ0549  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 JQ0549
 JQ0549  HORZ ORDER  -  THIRD
 JQ0549
 JQ0549.The horizontal coordinates were established by classical geodetic methods
 JQ0549.and adjusted by the National Geodetic Survey in June 1998..
 JQ0549
 JQ0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0549
 JQ0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0549
 JQ0549.The geoid height was determined by GEOID03.
 JQ0549
 JQ0549;                    North         East     Units Scale Factor Converg.
 JQ0549;SPC NV W     - 4,404,203.956   865,366.948   MT  0.99995260   +0 27 53.0
 JQ0549;SPC NV W     -14,449,459.15  2,839,124.73   sFT  0.99995260   +0 27 53.0
 JQ0549;SPC NV C     - 6,404,585.208   397,932.551   MT  1.00002826   -0 43 32.3
 JQ0549;SPC NV C     -21,012,376.64  1,305,550.38   sFT  1.00002826   -0 43 32.3
 JQ0549;UTM  11      - 4,249,467.302   427,074.142   MT  0.99966549   -0 31 07.0
 JQ0549
 JQ0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0549!SPC NV W     -   0.99973176  x   0.99995260  =   0.99968437
 JQ0549!SPC NV C     -   0.99973176  x   1.00002826  =   0.99976001
 JQ0549!UTM  11      -   0.99973176  x   0.99966549  =   0.99939734
 JQ0549
 JQ0549|---------------------------------------------------------------------|
 JQ0549| PID    Reference Object                     Distance      Geod. Az  |
 JQ0549|                                                           dddmmss.s |
 JQ0549| DA9987 GRAHAM RM 1                           6.757 METERS 02613     |
 JQ0549| DA9986 GRAHAM AZ MK                                       1373530.0 |
 JQ0549| DA9988 GRAHAM RM 2                          28.298 METERS 28728     |
 JQ0549|---------------------------------------------------------------------|
 JQ0549
 JQ0549                          SUPERSEDED SURVEY CONTROL
 JQ0549
 JQ0549  NAD 83(1992)-  38 23 25.60509(N)    117 50 06.21407(W) AD(       ) 3
 JQ0549  NAD 83(1986)-  38 23 25.60274(N)    117 50 06.21250(W) AD(       ) 3
 JQ0549  NAD 27      -  38 23 25.87800(N)    117 50 02.81900(W) AD(       ) 3
 JQ0549  NGVD 29 (07/19/86) 1733.2    (m)         5686.     (f) VERT ANG       
 JQ0549
 JQ0549.Superseded values are not recommended for survey control.
 JQ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0549.See file dsdata.txt to determine how the superseded data were derived.
 JQ0549
 JQ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC2707449467(NAD 83)
 JQ0549_MARKER: DS = TRIANGULATION STATION DISK
 JQ0549_SETTING: 80 = SET IN A BOULDER
 JQ0549_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JQ0549
 JQ0549  HISTORY     - Date     Condition        Report By
 JQ0549  HISTORY     - 1952     MONUMENTED       CGS
 JQ0549  HISTORY     - 1959     GOOD             CGS
 JQ0549
 JQ0549                          STATION DESCRIPTION
 JQ0549
 JQ0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JQ0549'THE STATION IS LOCATED ON THE TOP OF A LOW GRAVEL AND ROCK RIDGE
 JQ0549'IN THE VALLEY TO THE EAST OF THE PILOT MOUNTAINS, ABOUT 24 MILES
 JQ0549'AIRLINE NORTH OF COALDALE AND ABOUT 15 MILES AIRLINE EAST
 JQ0549'OF MINA.
 JQ0549'
 JQ0549'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH GO NORTHWEST
 JQ0549'AND WEST ON U.S. HIGHWAY 95 FOR 15.4 MILES TO A CROSS ROAD AT A
 JQ0549'CULVERT.  TURN RIGHT AND GO 0.6 MILE TO A CROSS ROAD.  TURN LEFT
 JQ0549'AND GO 1.5 MILES TO A FORK.  KEEP STRAIGHT AHEAD, LEFT, AND GO 2.5
 JQ0549'MILES TO A FORK.  TURN RIGHT AND GO 0.3 MILE TO A CROSS ROAD.
 JQ0549'KEEP STRAIGHT AHEAD AND GO 4.3 MILES TO A FORK.  KEEP STRAIGHT
 JQ0549'AHEAD, RIGHT, AND GO 0.7 MILE TO SOME RUINS OF STONE BUILDINGS
 JQ0549'AT CROW SPRING.  KEEP STRAIGHT AHEAD AND GO 0.3 MILE TO A FORK.
 JQ0549'KEEP STRAIGHT AHEAD, LEFT, AND GO 2.6 MILES TO A FORK.  KEEP
 JQ0549'STRAIGHT AHEAD, LEFT, AS PER SIGN, MINA 35 AND GO 1.7 MILES
 JQ0549'TO A SIGN, MINA 34.  KEEP STRAIGHT AHEAD AND GO 2.0 MILES TO
 JQ0549'A DIAGONAL CROSS ROAD.  TURN RIGHT AND GO 7.3 MILES,
 JQ0549'CROSSING A LARGE DRY LAKE, TO THE NORTH EDGE OF THE LAKE.
 JQ0549'KEEP STRAIGHT AHEAD AND GO 1.0 MILE TO A SMALL CLEARING AND
 JQ0549'THE AZIMUTH MARK ON THE LEFT.  KEEP STRAIGHT AHEAD AND GO 0.7
 JQ0549'MILE TO A CROSS ROAD.  KEEP STRAIGHT AHEAD AND GO 1.7 MILES TO
 JQ0549'A 2-FOOT CAIRN AND A DIM ROAD ON THE RIGHT.  TURN RIGHT AND GO
 JQ0549'NORTH 0.2 MILE TO THE BASE OF A LOW RIDGE.  TURN RIGHT AND GO
 JQ0549'EAST 0.1 MILE TO THE TOP OF THE RIDGE AND THE STATION.
 JQ0549'
 JQ0549'THE STATION MARK IS A STANDARD DISK STAMPED GRAHAM 1952 CEMENTED
 JQ0549'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES ABOVE THE
 JQ0549'GROUND AND IS 8 FEET WEST OF A 3-FOOT CAIRN.
 JQ0549'
 JQ0549'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GRAHAM NO 1
 JQ0549'1952 CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 INCH
 JQ0549'ABOVE THE GROUND.  IT IS 8 INCHES LOWER THAN THE STATION.
 JQ0549'
 JQ0549'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GRAHAM NO 2
 JQ0549'1952 CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES
 JQ0549'ABOVE THE GROUND.  IT IS 2 FEET LOWER THAN THE STATION.
 JQ0549'
 JQ0549'THE AZIMUTH MARK IS LOCATED ON THE SOUTHWEST SIDE OF THE ROAD
 JQ0549'LEADING TO THE STATION AND IS A STANDARD DISK STAMPED GRAHAM 1952
 JQ0549'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE
 JQ0549'GROUND.  IT IS IN THE CENTER OF A SMALL CLEARING AND 25 FEET
 JQ0549'SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 JQ0549
 JQ0549                          STATION RECOVERY (1959)
 JQ0549
 JQ0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WTJ)
 JQ0549'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0558 ***********************************************************************
 JQ0558  DESIGNATION -  GRAND
 JQ0558  PID         -  JQ0558
 JQ0558  STATE/COUNTY-  NV/NYE
 JQ0558  USGS QUAD   -  MOORES STATION SW (1982)
 JQ0558
 JQ0558                         *CURRENT SURVEY CONTROL
 JQ0558  ___________________________________________________________________
 JQ0558* NAD 83(1994)-  38 30 35.70146(N)    116 08 42.74844(W)     ADJUSTED  
 JQ0558* NAVD 88     -      2223.7    (meters)    7296.     (feet)  VERTCON   
 JQ0558  ___________________________________________________________________
 JQ0558  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 JQ0558  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 JQ0558
 JQ0558  HORZ ORDER  -  SECOND
 JQ0558
 JQ0558.The horizontal coordinates were established by classical geodetic methods
 JQ0558.and adjusted by the National Geodetic Survey in June 1998..
 JQ0558
 JQ0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0558
 JQ0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0558
 JQ0558.The geoid height was determined by GEOID03.
 JQ0558
 JQ0558;                    North         East     Units Scale Factor Converg.
 JQ0558;SPC NV C     - 6,417,328.287   545,477.647   MT  0.99992546   +0 19 28.9
 JQ0558;SPC NV C     -21,054,184.55  1,789,621.25   sFT  0.99992546   +0 19 28.9
 JQ0558;SPC NV E     - 8,417,349.036   150,997.571   MT  0.99992956   -0 20 59.5
 JQ0558;SPC NV E     -27,615,919.30    495,397.86   sFT  0.99992956   -0 20 59.5
 JQ0558;UTM  11      - 4,262,740.004   574,526.460   MT  0.99966840   +0 31 56.1
 JQ0558
 JQ0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0558!SPC NV C     -   0.99965490  x   0.99992546  =   0.99958039
 JQ0558!SPC NV E     -   0.99965490  x   0.99992956  =   0.99958449
 JQ0558!UTM  11      -   0.99965490  x   0.99966840  =   0.99932342
 JQ0558
 JQ0558:                Primary Azimuth Mark                     Grid Az
 JQ0558:SPC NV C     -  BLACK ROCK                               097 14 13.9
 JQ0558:SPC NV E     -  BLACK ROCK                               097 54 42.3
 JQ0558:UTM  11      -  BLACK ROCK                               097 01 46.7
 JQ0558
 JQ0558|---------------------------------------------------------------------|
 JQ0558| PID    Reference Object                     Distance      Geod. Az  |
 JQ0558|                                                           dddmmss.s |
 JQ0558| JP0394 BLACK ROCK                          APPROX.22.2 KM 0973342.8 |
 JQ0558| DD5939 GRAND RM 2                           16.084 METERS 14245     |
 JQ0558| JQ0559 NYB 015                              22.387 METERS 21701     |
 JQ0558| DD5938 GRAND RM 1                           22.678 METERS 23700     |
 JQ0558|---------------------------------------------------------------------|
 JQ0558
 JQ0558                          SUPERSEDED SURVEY CONTROL
 JQ0558
 JQ0558  NAD 83(1986)-  38 30 35.69759(N)    116 08 42.75070(W) AD(       ) 2
 JQ0558  NAD 27      -  38 30 35.93941(N)    116 08 39.56360(W) AD(       ) 2
 JQ0558  NGVD 29 (07/19/86) 2222.5    (m)         7292.     (f) VERT ANG       
 JQ0558
 JQ0558.Superseded values are not recommended for survey control.
 JQ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0558.See file dsdata.txt to determine how the superseded data were derived.
 JQ0558
 JQ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC7452662740(NAD 83)
 JQ0558_MARKER: DD = SURVEY DISK
 JQ0558_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0558_SP_SET: PARTIALLY EXPOSED BEDROCK
 JQ0558
 JQ0558  HISTORY     - Date     Condition        Report By
 JQ0558  HISTORY     - 1967     MONUMENTED       USGS
 JQ0558
 JQ0558                          STATION DESCRIPTION
 JQ0558
 JQ0558'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JAB)
 JQ0558'LOCATED ABOUT 22 MI. N. AND 12.5 MI. (AIRLINE) E. OF WARM
 JQ0558'SPRINGS.  ABOUT 11 MI. E. OF HOT CREEK RANCH.  ABOUT 3 MI. NW.
 JQ0558'OF U.S. HIGHWAY 6.  ON THE N. END OF A LONG N.-S. RIDGE.
 JQ0558'
 JQ0558'REACHED BY HELICOPTER.
 JQ0558'
 JQ0558'STATION MARK--A STANDARD TABLET STAMPED GRAND 1967 SET IN
 JQ0558'A LARGE ROCK.
 JQ0558'
 JQ0558'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 JQ0558'GRAND NO 1 1967 SET IN A ROCK.
 JQ0558'
 JQ0558'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 JQ0558'GRAND NO 2 1967 SET IN A ROCK.
 JQ0558'
 JQ0558'REFERENCE NO. 3--A NEVADA HIGHWAY DEPARTMENT PIN STAMPED
 JQ0558'NYB 015.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0280 ***********************************************************************
 LS0280  DESIGNATION -  GRANET
 LS0280  PID         -  LS0280
 LS0280  STATE/COUNTY-  NV/PERSHING
 LS0280  USGS QUAD   -  GRANITE POINT (1987)
 LS0280
 LS0280                         *CURRENT SURVEY CONTROL
 LS0280  ___________________________________________________________________
 LS0280* NAD 83(1994)-  40 05 12.24569(N)    118 36 14.13032(W)     ADJUSTED  
 LS0280* NAVD 88     -      1197.649  (meters)    3929.29   (feet)  ADJUSTED  
 LS0280  ___________________________________________________________________
 LS0280  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 LS0280  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 LS0280  DYNAMIC HT  -        1196.689 (meters)    3926.14  (feet)  COMP
 LS0280  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 LS0280
 LS0280  HORZ ORDER  -  FIRST
 LS0280  VERT ORDER  -  SECOND    CLASS 0
 LS0280
 LS0280.The horizontal coordinates were established by classical geodetic methods
 LS0280.and adjusted by the National Geodetic Survey in June 1998..
 LS0280
 LS0280.The orthometric height was determined by differential leveling
 LS0280.and adjusted by the National Geodetic Survey in June 1991..
 LS0280
 LS0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0280
 LS0280.The geoid height was determined by GEOID03.
 LS0280
 LS0280.The dynamic height is computed by dividing the NAVD 88
 LS0280.geopotential number by the normal gravity value computed on the
 LS0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0280.degrees latitude (g = 980.6199 gals.).
 LS0280
 LS0280.The modeled gravity was interpolated from observed gravity values.
 LS0280
 LS0280;                    North         East     Units Scale Factor Converg.
 LS0280;SPC NV W     - 4,592,242.325   798,243.993   MT  0.99990004   -0 00 47.7
 LS0280;SPC NV W     -15,066,381.69  2,618,905.50   sFT  0.99990004   -0 00 47.7
 LS0280;UTM  11      - 4,438,616.668   363,259.730   MT  0.99983018   -1 01 58.8
 LS0280
 LS0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0280!SPC NV W     -   0.99981579  x   0.99990004  =   0.99971585
 LS0280!UTM  11      -   0.99981579  x   0.99983018  =   0.99964600
 LS0280
 LS0280|---------------------------------------------------------------------|
 LS0280| PID    Reference Object                     Distance      Geod. Az  |
 LS0280|                                                           dddmmss.s |
 LS0280| LS0279 GRANET RM 1                           7.316 METERS 03616     |
 LS0280| DB7377 GRANET AZ MK                                       0514927.0 |
 LS0280| LS0603 AIRWAY BCN 26 A DERBY APT           APPROX. 3.4 KM 1234400.4 |
 LS0280| LS0606 TOULON DERRICK                      APPROX. 4.4 KM 2312948.0 |
 LS0280| LS0281 GRANET RM 2                           8.317 METERS 28330     |
 LS0280|---------------------------------------------------------------------|
 LS0280
 LS0280                          SUPERSEDED SURVEY CONTROL
 LS0280
 LS0280  NAD 83(1986)-  40 05 12.25285(N)    118 36 14.12627(W) AD(       ) 1
 LS0280  NAD 27      -  40 05 12.57800(N)    118 36 10.58200(W) AD(       ) 1
 LS0280  NGVD 29 (??/??/92) 1196.737  (m)         3926.29   (f) ADJ UNCH    2 0
 LS0280
 LS0280.Superseded values are not recommended for survey control.
 LS0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0280.See file dsdata.txt to determine how the superseded data were derived.
 LS0280
 LS0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE6326038617(NAD 83)
 LS0280_MARKER: DS = TRIANGULATION STATION DISK
 LS0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0280_SP_SET: CONCRETE POST
 LS0280_STAMPING: GRANET 1935
 LS0280_MARK LOGO: CGS   
 LS0280_PROJECTION: PROJECTING 10 CENTIMETERS
 LS0280_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LS0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0280+STABILITY: SURFACE MOTION
 LS0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0280+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LS0280
 LS0280  HISTORY     - Date     Condition        Report By
 LS0280  HISTORY     - 1935     MONUMENTED       CGS
 LS0280  HISTORY     - 1951     GOOD             CGS
 LS0280  HISTORY     - 1951     GOOD             NGS
 LS0280  HISTORY     - 1957     GOOD             CGS
 LS0280  HISTORY     - 1957     GOOD             NGS
 LS0280  HISTORY     - 1986     GOOD             NGS
 LS0280  HISTORY     - 19920727 GOOD             NGS
 LS0280
 LS0280                          STATION DESCRIPTION
 LS0280
 LS0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 LS0280'STATION IS ABOUT 9.5 MILES S (HIGHWAY) OF LOVELOCK, AND 1.0
 LS0280'MILE S OF SECTION HOUSE AT GRANITE RAILROAD SIDING, 6 FEET W
 LS0280'OF RAILROAD RIGHT-OF-WAY FENCE, 129 FEET E OF U.S. HIGHWAY 40,
 LS0280'A CALIFORNIA STATE AUTO ASSOCIATION SIGN STANDING ON E SIDE OF
 LS0280'HIGHWAY OPPOSITE STATION.
 LS0280'
 LS0280'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LS0280'BRONZE DISKS SET IN CONCRETE AND
 LS0280'11A.  AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN THE
 LS0280'TOP OF A TILE.
 LS0280'
 LS0280'REACHED FROM LOVELOCK BY TAKING U.S. HIGHWAY 40 S FOR 9.5 MILES
 LS0280'TO STATION JUST E OF HIGHWAY.
 LS0280'
 LS0280'AZIMUTH MARK LIES 800 YARDS N X W OF STATION, AND 60 YARDS W
 LS0280'OF U.S. HIGHWAY 40 ON TOP OF SAND HILL.  AZIMUTH TABLET IN TOP
 LS0280'OF 5-FOOT SEWER PIPE.
 LS0280
 LS0280                          STATION RECOVERY (1951)
 LS0280
 LS0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 LS0280'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 LS0280'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 LS0280'
 LS0280'THE STATION MARK IS 203.5 FEET NW OF THE NW RAIL, 6.0 FEET NW
 LS0280'OF THE RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH THE TRACK.
 LS0280'IT IS A STANDARD STATION-MARK DISK, STAMPED GRANET 1935 AND
 LS0280'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LS0280'THE GROUND.
 LS0280'
 LS0280'REFERENCE MARK 1 IS 212.5 FEET NW OF THE NW RAIL, 23.9 FEET
 LS0280'N-NE OF TRIANGULATION STATION GRANET, AND 15.0 FEET NORTHWEST
 LS0280'OF THE RIGHT-OF-WAY FENCE.  IT IS A STANDARD REFERENCE-MARK
 LS0280'DISK, STAMPED GRANET NO 1 1935 AND SET IN THE TOP OF A CONCRETE
 LS0280'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LS0280'
 LS0280'REFERENCE MARK 2 IS 224.0 FEET NW OF THE NW RAIL, 27.1 FEET W-SW
 LS0280'OF THE STATION, AND 26.5 FEET NW OF A RIGHT-OF-WAY FENCE.
 LS0280'IT IS A STANDARD REFERENCE-MARK DISK, STAMPED GRANET NO 2 1935
 LS0280'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LS0280'THE GROUND.
 LS0280'
 LS0280'THIS STATION IS LOCATED ABOUT 9-1/2 MILES SW OF LOVELOCK, ALONG
 LS0280'THE SOUTHERN PACIFIC CO. RAILROAD, 1.1 MILES SW OF A GRAVEL
 LS0280'ROAD CROSSING, AND ON THE NW SIDE OF THE TRACK.
 LS0280
 LS0280                          STATION RECOVERY (1951)
 LS0280
 LS0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 LS0280'9.6 MI SW FROM LOVELOCK.
 LS0280'9.6 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LS0280'THE STATION AT LOVELOCK, 1.1 MILES SOUTHWEST OF THE JUNCTION OF A
 LS0280'GRAVEL ROAD LEADING SOUTHEAST TO THE DERBY AIRPORT, 203.5 FEET
 LS0280'NORTHWEST OF THE NORTHWEST RAIL, 6.0 FEET NORTHWEST OF THE
 LS0280'RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF
 LS0280'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LS0280
 LS0280                          STATION RECOVERY (1957)
 LS0280
 LS0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0280'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 LS0280'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LS0280'
 LS0280'TO REACH FROM THE TRAFFIC SIGNAL IN LOVELOCK (1/2 BLOCK EAST
 LS0280'OF THE POST OFFICE), GO SOUTHWEST ON U.S. HIGHWAY 40 AND 95
 LS0280'FOR 8.35 MILES TO THE AIRPORT ROAD ON THE LEFT.  CONTINUE
 LS0280'ON HIGHWAY FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 LS0280'NORTHWEST SIDE OF THE HIGHWAY.  CONTINUE SOUTHWEST FOR 0.35
 LS0280'MILE TO THE STATION ON THE LEFT, SOUTHEAST SIDE OF THE HIGHWAY.
 LS0280
 LS0280                          STATION RECOVERY (1957)
 LS0280
 LS0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0280'RECOVERED IN GOOD CONDITION.
 LS0280
 LS0280                          STATION RECOVERY (1986)
 LS0280
 LS0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0280'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 LS0280'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 1.1 KM (0.7 MI)
 LS0280'SOUTHWEST ALONG CORNELL AVENUE FROM THE INTERSECTION OF MAIN STREET IN
 LS0280'LOVELOCK, THENCE 14.4 KM (8.9 MI) SOUTHWEST ALONG LOWER VALLEY ROAD
 LS0280'(OLD US HIGHWAY 40), 0.75 KM (0.47 MI) SOUTHWEST OF MILE POST 8, 40.4
 LS0280'METERS (132.5 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 8.2 METERS
 LS0280'(27.0 FT) EAST OF RM 2, 7.3 METERS (24.0 FT) SOUTH-SOUTHWEST OF RM 1.
 LS0280'NOTE--NOT LEVELED DURING THIS SURVEY.
 LS0280'THE MARK IS 2.7 METERS  SE FROM  A WITNESS POST
 LS0280
 LS0280                          STATION RECOVERY (1992)
 LS0280
 LS0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LS0280'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) SOUTHWEST OF LOVELOCK
 LS0280'AND ABOUT 39.6 M (129.9 FT) SOUTHEAST OF LOWER VALLEY ROAD (OLD US
 LS0280'HIGHWAY 40). OWNERSHIP--UNKNOWN.
 LS0280'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND CORNELL
 LS0280'AVENUE IN LOVELOCK, GO SOUTHWEST ON CORNELL AVENUE FOR 1.13 KM
 LS0280'(0.70 MI) TO THE END OF CORNELL AVENUE AND THE START OF LOWER VALLEY
 LS0280'ROAD.  CONTINUE SOUTHWEST ON LOWER VALLEY ROAD FOR 14.2 KM (8.8 MI)
 LS0280'TO THE STATION ON THE LEFT, 0.6 KM (0.4 MI) SOUTHWEST OF MILEPOST 8.
 LS0280'THE STATION MARK IS A STANDARD CGS DISK SET INTO THE TOP OF A ROUND
 LS0280'CONCRETE MONUMENT THAT IS LEVEL WITH THE HEIGHT OF THE ROAD.  IT IS
 LS0280'ABOUT 40.4 M (132.5 FT) SOUTHEAST OF THE CENTER OF LOWER VALLEY ROAD,
 LS0280'8.2 M (26.9 FT) EAST OF GRANET REFERENCE MARK 2, 7.3 M (24.0 FT)
 LS0280'SOUTH-SOUTHWEST OF GRANET REERENCE MARK 1, AND 2.7 M (8.9 FT)
 LS0280'SOUTHEAST OF A 4 INCH X 4 INCH WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0279 ***********************************************************************
 LS0279  DESIGNATION -  GRANET RM 1
 LS0279  PID         -  LS0279
 LS0279  STATE/COUNTY-  NV/PERSHING
 LS0279  USGS QUAD   -  GRANITE POINT (1987)
 LS0279
 LS0279                         *CURRENT SURVEY CONTROL
 LS0279  ___________________________________________________________________
 LS0279* NAD 83(1986)-  40 05 12.     (N)    118 36 14.     (W)     SCALED    
 LS0279* NAVD 88     -      1197.720  (meters)    3929.52   (feet)  ADJUSTED  
 LS0279  ___________________________________________________________________
 LS0279  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 LS0279  DYNAMIC HT  -        1196.760 (meters)    3926.37  (feet)  COMP
 LS0279  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 LS0279
 LS0279  VERT ORDER  -  SECOND    CLASS 0
 LS0279
 LS0279.The horizontal coordinates were scaled from a topographic map and have
 LS0279.an estimated accuracy of +/- 6 seconds.
 LS0279
 LS0279.The orthometric height was determined by differential leveling
 LS0279.and adjusted by the National Geodetic Survey in June 1991..
 LS0279
 LS0279.The geoid height was determined by GEOID03.
 LS0279
 LS0279.The dynamic height is computed by dividing the NAVD 88
 LS0279.geopotential number by the normal gravity value computed on the
 LS0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0279.degrees latitude (g = 980.6199 gals.).
 LS0279
 LS0279.The modeled gravity was interpolated from observed gravity values.
 LS0279
 LS0279;                    North         East    Units  Estimated Accuracy
 LS0279;SPC NV W     - 4,592,240.      798,250.      MT  (+/- 180 meters Scaled)
 LS0279
 LS0279                          SUPERSEDED SURVEY CONTROL
 LS0279
 LS0279  NGVD 29 (??/??/92) 1196.809  (m)         3926.53   (f) ADJ UNCH    2 0
 LS0279
 LS0279.Superseded values are not recommended for survey control.
 LS0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0279.See file dsdata.txt to determine how the superseded data were derived.
 LS0279
 LS0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE632386(NAD 83)
 LS0279_MARKER: DR = REFERENCE MARK DISK
 LS0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0279_SP_SET: CONCRETE POST
 LS0279_STAMPING: GRANET NO 1 1935
 LS0279_MARK LOGO: CGS   
 LS0279_PROJECTION: PROJECTING 10 CENTIMETERS
 LS0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0279+STABILITY: SURFACE MOTION
 LS0279
 LS0279  HISTORY     - Date     Condition        Report By
 LS0279  HISTORY     - 1935     MONUMENTED       CGS
 LS0279  HISTORY     - 1951     GOOD             NGS
 LS0279  HISTORY     - 1957     GOOD             NGS
 LS0279  HISTORY     - 1986     GOOD             NGS
 LS0279
 LS0279                          STATION DESCRIPTION
 LS0279
 LS0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0279'9.6 MI SW FROM LOVELOCK.
 LS0279'9.6 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LS0279'THE STATION AT LOVELOCK, 1.1 MILES SOUTHWEST OF THE JUNCTION OF A
 LS0279'GRAVEL ROAD LEADING SOUTHEAST TO DERBY AIRPORT, 212.5 FEET NORTHWEST
 LS0279'OF THE NORTHWEST RAIL, 15.0 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 LS0279'23.9 FEET NORTH-NORTHEAST OF TRIANGULATION STATION GRANET, AND SET IN
 LS0279'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LS0279
 LS0279                          STATION RECOVERY (1957)
 LS0279
 LS0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0279'RECOVERED IN GOOD CONDITION.
 LS0279
 LS0279                          STATION RECOVERY (1986)
 LS0279
 LS0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0279'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 1.1 KM (0.7 MI)
 LS0279'SOUTHWEST ALONG CORNELL AVENUE FROM THE INTERSECTION OF MAIN STREET IN
 LS0279'LOVELOCK, THENCE 14.4 KM (8.9 MI) SOUTHWEST ALONG LOWER VALLEY ROAD
 LS0279'(OLD US HIGHWAY 40), 0.75 KM (0.47 MI) SOUTHWEST OF MILE POST 8, 37.2
 LS0279'METERS (122 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 7.3 METERS
 LS0279'(24.0 FT) NORTH-NORTHEAST OF THE STATION MARK.  NOTE--NOT LEVELED
 LS0279'DURING THIS SURVEY.
 LS0279'THE MARK IS 6.7 METERS  NE FROM  A WITNESS POST
 LS0279'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0281 ***********************************************************************
 LS0281  DESIGNATION -  GRANET RM 2
 LS0281  PID         -  LS0281
 LS0281  STATE/COUNTY-  NV/PERSHING
 LS0281  USGS QUAD   -  GRANITE POINT (1987)
 LS0281
 LS0281                         *CURRENT SURVEY CONTROL
 LS0281  ___________________________________________________________________
 LS0281* NAD 83(1986)-  40 05 12.     (N)    118 36 14.     (W)     SCALED    
 LS0281* NAVD 88     -      1197.820  (meters)    3929.85   (feet)  ADJUSTED  
 LS0281  ___________________________________________________________________
 LS0281  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 LS0281  DYNAMIC HT  -        1196.861 (meters)    3926.70  (feet)  COMP
 LS0281  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 LS0281
 LS0281  VERT ORDER  -  SECOND    CLASS 0
 LS0281
 LS0281.The horizontal coordinates were scaled from a topographic map and have
 LS0281.an estimated accuracy of +/- 6 seconds.
 LS0281
 LS0281.The orthometric height was determined by differential leveling
 LS0281.and adjusted by the National Geodetic Survey in June 1991..
 LS0281
 LS0281.The geoid height was determined by GEOID03.
 LS0281
 LS0281.The dynamic height is computed by dividing the NAVD 88
 LS0281.geopotential number by the normal gravity value computed on the
 LS0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0281.degrees latitude (g = 980.6199 gals.).
 LS0281
 LS0281.The modeled gravity was interpolated from observed gravity values.
 LS0281
 LS0281;                    North         East    Units  Estimated Accuracy
 LS0281;SPC NV W     - 4,592,240.      798,250.      MT  (+/- 180 meters Scaled)
 LS0281
 LS0281                          SUPERSEDED SURVEY CONTROL
 LS0281
 LS0281  NGVD 29 (??/??/92) 1196.908  (m)         3926.86   (f) ADJ UNCH    2 0
 LS0281
 LS0281.Superseded values are not recommended for survey control.
 LS0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0281.See file dsdata.txt to determine how the superseded data were derived.
 LS0281
 LS0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE632386(NAD 83)
 LS0281_MARKER: DR = REFERENCE MARK DISK
 LS0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0281_SP_SET: CONCRETE POST
 LS0281_STAMPING: GRANET NO 2 1935
 LS0281_MARK LOGO: CGS   
 LS0281_PROJECTION: PROJECTING 10 CENTIMETERS
 LS0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0281+STABILITY: SURFACE MOTION
 LS0281
 LS0281  HISTORY     - Date     Condition        Report By
 LS0281  HISTORY     - 1935     MONUMENTED       CGS
 LS0281  HISTORY     - 1951     GOOD             NGS
 LS0281  HISTORY     - 1957     GOOD             NGS
 LS0281  HISTORY     - 1986     GOOD             NGS
 LS0281
 LS0281                          STATION DESCRIPTION
 LS0281
 LS0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0281'9.6 MI SW FROM LOVELOCK.
 LS0281'9.6 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LS0281'THE STATION AT LOVELOCK, 1.1 MILES SOUTHWEST OF THE JUNCTION OF A
 LS0281'GRAVEL ROAD LEADING SOUTHEAST TO THE DERBY AIRPORT, 224.0 FEET
 LS0281'NORTHWEST OF THE NORTHWEST RAIL, 26.5 FEET NORTHWEST OF A RIGHT-OF-WAY
 LS0281'FENCE, 27.1 FEET WEST-SOUTHWEST OF TRIANGULATION STATION GRANET, AND
 LS0281'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 LS0281'GROUND.
 LS0281
 LS0281                          STATION RECOVERY (1957)
 LS0281
 LS0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0281'RECOVERED IN GOOD CONDITION.
 LS0281
 LS0281                          STATION RECOVERY (1986)
 LS0281
 LS0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0281'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 1.1 KM (0.7 MI)
 LS0281'SOUTHWEST ALONG CORNELL AVENUE FROM THE INTERSECTION OF MAIN STREET IN
 LS0281'LOVELOCK, THENCE 14.4 KM (8.9 MI) SOUTHWEST ALONG LOWER VALLEY ROAD
 LS0281'(OLD US HIGHWAY 40), 0.75 KM (0.47 MI) SOUTHWEST OF MILE POST 8, 34.6
 LS0281'METERS (113.5 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 8.2 METERS
 LS0281'(27.0 FT) WEST OF THE STATION MARK.  NOTE--NOT LEVELED DURING THIS
 LS0281'SURVEY.
 LS0281'THE MARK IS 6.7 METERS  SW FROM  A WITNESS POST
 LS0281'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1800 ***********************************************************************
 KR1800  DESIGNATION -  GRANITE
 KR1800  PID         -  KR1800
 KR1800  STATE/COUNTY-  NV/WASHOE
 KR1800  USGS QUAD   -  RENO NW (1982)
 KR1800
 KR1800                         *CURRENT SURVEY CONTROL
 KR1800  ___________________________________________________________________
 KR1800* NAD 83(1994)-  39 39 03.03189(N)    119 56 20.83313(W)     ADJUSTED  
 KR1800* NAVD 88     -      1835.50   (+/-2cm)    6022.0    (feet)  VERTCON   
 KR1800  ___________________________________________________________________
 KR1800  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 KR1800  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 KR1800
 KR1800  HORZ ORDER  -  SECOND
 KR1800  VERT ORDER  -  THIRD ? (See Below)
 KR1800
 KR1800.The horizontal coordinates were established by classical geodetic methods
 KR1800.and adjusted by the National Geodetic Survey in June 1998..
 KR1800
 KR1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1800.The vertical order pertains to the NGVD 29 superseded value.
 KR1800
 KR1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1800
 KR1800.The geoid height was determined by GEOID03.
 KR1800
 KR1800;                    North         East     Units Scale Factor Converg.
 KR1800;SPC NV W     - 4,544,727.404   683,646.199   MT  1.00006663   -0 51 54.8
 KR1800;SPC NV W     -14,910,493.16  2,242,929.24   sFT  1.00006663   -0 51 54.8
 KR1800;SPC CA 1     -   537,337.496 2,176,881.999   MT  1.00010617   +1 20 51.3
 KR1800;SPC CA 1     - 1,762,914.77  7,141,987.03   sFT  1.00010617   +1 20 51.3
 KR1800;SPC CA 2     -   722,264.923 2,176,857.899   MT  0.99996343   +1 17 57.5
 KR1800;SPC CA 2     - 2,369,630.83  7,141,907.96   sFT  0.99996343   +1 17 57.5
 KR1800;UTM  11      - 4,393,134.551   247,823.687   MT  1.00038301   -1 52 35.3
 KR1800;UTM  10      - 4,393,483.979   762,625.083   MT  1.00044925   +1 57 15.4
 KR1800
 KR1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1800!SPC NV W     -   0.99971584  x   1.00006663  =   0.99978245
 KR1800!SPC CA 1     -   0.99971584  x   1.00010617  =   0.99982198
 KR1800!SPC CA 2     -   0.99971584  x   0.99996343  =   0.99967928
 KR1800!UTM  11      -   0.99971584  x   1.00038301  =   1.00009874
 KR1800!UTM  10      -   0.99971584  x   1.00044925  =   1.00016497
 KR1800
 KR1800|---------------------------------------------------------------------|
 KR1800| PID    Reference Object                     Distance      Geod. Az  |
 KR1800|                                                           dddmmss.s |
 KR1800| DB7384 GRANITE RM 1                          5.532 METERS 22231     |
 KR1800| KS1359 BORDER 2                            APPROX. 5.9 KM 2935300.8 |
 KR1800| DB7385 GRANITE RM 2                          2.686 METERS 31852     |
 KR1800|---------------------------------------------------------------------|
 KR1800
 KR1800                          SUPERSEDED SURVEY CONTROL
 KR1800
 KR1800  NAD 83(1992)-  39 39 03.03306(N)    119 56 20.83237(W) AD(       ) 2
 KR1800  NAD 83(1986)-  39 39 03.03652(N)    119 56 20.82994(W) AD(       ) 2
 KR1800  NAD 27      -  39 39 03.36000(N)    119 56 17.12261(W) AD(       ) 2
 KR1800  NGVD 29 (07/19/86) 1834.37   (m)         6018.3    (f) LEVELING    3  
 KR1800
 KR1800.Superseded values are not recommended for survey control.
 KR1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1800.See file dsdata.txt to determine how the superseded data were derived.
 KR1800
 KR1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4782493135(NAD 83)
 KR1800_MARKER: Z = SEE DESCRIPTION
 KR1800_SETTING: 0 = UNSPECIFIED SETTING
 KR1800
 KR1800  HISTORY     - Date     Condition        Report By
 KR1800  HISTORY     - 1966     MONUMENTED       CADH
 KR1800  HISTORY     - 1974     SEE DESCRIPTION  NGS
 KR1800
 KR1800                          STATION DESCRIPTION
 KR1800
 KR1800'DESCRIBED BY CA DIV OF HIGHWAYS 1966
 KR1800'THE STATION IS LOCATED IN NEVADA, ON THE HIGHEST POINT OF
 KR1800'A ROCKY RIDGE 3 MILES W.S.W. OF STEAD AIR FORCE BASE.
 KR1800'
 KR1800'TO REACH THE STATION FROM THE CALIFORNIA-NEVADA BORDER ON
 KR1800'U.S. HIGHWAY 395, GO 5.82 MILES SOUTHEAST TOWARD RENO TO RED
 KR1800'ROCK ROAD, TURN LEFT -- NORTH AND GO 1.91 MILES, TURN LEFT
 KR1800'ON NARROW DIRT ROAD AND GO 0.58 MILE TO FORK, TAKE RIGHT
 KR1800'FORK FOR 0.21 MILE TO T JUNCTION IN ROAD, TAKE LEFT FORK FOR
 KR1800'0.06 MILE TO FORK, TAKE LEFT FORK AND GO 0.67 MILE TO FORK,
 KR1800'TAKE LEFT FORK AND GO 0.56 MILE TO TOP OF RIDGE AND STATION.
 KR1800'
 KR1800'THE STATION IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS
 KR1800'DISK, STAMPED GRANITE 1966 CEMENTED IN A 2 FT X 3 FT BOULDER
 KR1800'0.2 FOOT ABOVE THE GROUND, 31 FEET NORTH OF A 10-FOOT HIGH
 KR1800'ABANDONED POLE AND 4 FEET SOUTH OF A SURVEY MONUMENT SIGN
 KR1800'ON A METAL POST.
 KR1800'
 KR1800'REFERENCE MARK IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS
 KR1800'DISK STAMPED GRANITE R.M. 1 1966 AND SET IN A 4 FT X 2 FT
 KR1800'BOULDER, 1 FOOT HIGHER THAN STATION.
 KR1800
 KR1800                          STATION RECOVERY (1974)
 KR1800
 KR1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PRL)
 KR1800'THE STATION AND R.M. NO. 1 WERE RECOVERED AS DESCRIBED.
 KR1800'
 KR1800'REFERENCE MARK 2 IS A CALIFORNIA DIVISION OF HIGHWAYS 3.5-INCH
 KR1800'DISK STAMPED GRANITE 1974 R.M. 2 IN SET IN A DRILL HOLE IN A
 KR1800'2X3-FOOT TRIANGULAR SHAPED ROCK PROJECTING 10 INCHES ABOVE GROUND,
 KR1800'1 FOOT HIGHER THAN THE STATION, 40 FEET NORTHWEST OF A LONE POWER
 KR1800'POLE, 28 FEET SOUTH AT THE HIGHEST POINT OF THE HILL, AND 7.5
 KR1800'FEET NORTHWEST OF A METAL WITNESS POST.
 KR1800'
 KR1800'THE STATION IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS 2.2-INCH
 KR1800'DISK STAMPED GRANITE 1966 USC AND GS SET IN A DRILL HOLE IN A
 KR1800'1X2-FOOT ROCK, PROJECTING 2 INCHES ABOVE GROUND, 33 FEET SOUTH OF
 KR1800'THE HIGHEST POINT OF THE HILL, 32 FEET NORTH OF AN OLD POWER POLE,
 KR1800'AND 2 FEET EAST OF A METAL WITNESS POST.
 KR1800'
 KR1800'REFERENCE MARK NO. 1 IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS
 KR1800'2.2-INCH DISK STAMPED GRANITE R.M. NO. 1 1966 USC AND GS, 27 FEET
 KR1800'NORTHWEST OF A POWER POLE.
 KR1800'
 KR1800'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KR1800'
 KR1800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KR1800'11 MILES NORTHWEST OF RENO, NEVADA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0850 ***********************************************************************
 LR0850  DESIGNATION -  GRANITE
 LR0850  PID         -  LR0850
 LR0850  STATE/COUNTY-  NV/PERSHING
 LR0850  USGS QUAD   -  GRANITE MOUNTAIN (1990)
 LR0850
 LR0850                         *CURRENT SURVEY CONTROL
 LR0850  ___________________________________________________________________
 LR0850* NAD 83(1994)-  40 16 49.10152(N)    117 49 01.46369(W)     ADJUSTED  
 LR0850* NAVD 88     -      2567.2    (meters)    8423.     (feet)  VERTCON   
 LR0850  ___________________________________________________________________
 LR0850  LAPLACE CORR-           7.69  (seconds)                    DEFLEC99
 LR0850  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 LR0850
 LR0850  HORZ ORDER  -  SECOND
 LR0850
 LR0850.The horizontal coordinates were established by classical geodetic methods
 LR0850.and adjusted by the National Geodetic Survey in June 1998..
 LR0850
 LR0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0850
 LR0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0850
 LR0850.The geoid height was determined by GEOID03.
 LR0850
 LR0850;                    North         East     Units Scale Factor Converg.
 LR0850;SPC NV W     - 4,614,015.457   865,159.371   MT  0.99995225   +0 29 43.5
 LR0850;SPC NV W     -15,137,815.71  2,838,443.70   sFT  0.99995225   +0 29 43.5
 LR0850;UTM  11      - 4,459,189.412   430,540.501   MT  0.99965939   -0 31 41.8
 LR0850
 LR0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0850!SPC NV W     -   0.99960083  x   0.99995225  =   0.99955309
 LR0850!UTM  11      -   0.99960083  x   0.99965939  =   0.99926035
 LR0850
 LR0850:                Primary Azimuth Mark                     Grid Az
 LR0850:SPC NV W     -  GRANITE AZ MK                            096 10 00.7
 LR0850:UTM  11      -  GRANITE AZ MK                            097 11 26.0
 LR0850
 LR0850|---------------------------------------------------------------------|
 LR0850| PID    Reference Object                     Distance      Geod. Az  |
 LR0850|                                                           dddmmss.s |
 LR0850| DB7381 GRANITE AZ MK                                      0963944.2 |
 LR0850| LR0851 GRANITE CAIRN                        11.140 METERS 11535     |
 LR0850| DB7382 GRANITE RM 1                          7.362 METERS 11642     |
 LR0850| LR0848 AIRWAY BCN 30 35 MI E LOVELOCK      APPROX. 8.3 KM 1723750.1 |
 LR0850| DB7383 GRANITE RM 2                          7.159 METERS 20523     |
 LR0850|---------------------------------------------------------------------|
 LR0850
 LR0850                          SUPERSEDED SURVEY CONTROL
 LR0850
 LR0850  NAD 83(1986)-  40 16 49.10560(N)    117 49 01.45630(W) AD(       ) 2
 LR0850  NAD 27      -  40 16 49.42370(N)    117 48 58.00220(W) AD(       ) 2
 LR0850  NGVD 29 (07/19/86) 2566.1    (m)         8419.     (f) VERT ANG       
 LR0850
 LR0850.Superseded values are not recommended for survey control.
 LR0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0850.See file dsdata.txt to determine how the superseded data were derived.
 LR0850
 LR0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME3054159189(NAD 83)
 LR0850_MARKER: DS = TRIANGULATION STATION DISK
 LR0850_SETTING: 66 = SET IN ROCK OUTCROP
 LR0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0850
 LR0850  HISTORY     - Date     Condition        Report By
 LR0850  HISTORY     - 1958     MONUMENTED       CGS
 LR0850  HISTORY     - 1959     GOOD             USGS
 LR0850  HISTORY     - 1966     GOOD             NVDH
 LR0850
 LR0850                          STATION DESCRIPTION
 LR0850
 LR0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0850'THE STATION IS LOCATED AIRLINE ABOUT 35 MILES EAST OF LOVELOCK,
 LR0850'30-1/2 MILES SOUTH-SOUTHEAST OF MILL CITY, AND 20 MILES SOUTHEAST
 LR0850'OF UNIONVILLE.  IT IS ON THE HIGHEST PART OF A SHARP, ROCKY
 LR0850'PEAK THAT IS KNOWN AS GRANITE PEAK AND AT THE HEAD OF RAWHIDE
 LR0850'CANYON.
 LR0850'
 LR0850'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LOVELOCK
 LR0850'GO EAST ON MAIN STREET FOR 0.05 MILE TO THE INTERSECTION OF U.S.
 LR0850'HIGHWAY 40. TURN LEFT ON U.S. HIGHWAY 40 AND GO NORTH FOR
 LR0850'6.15 MILES TO A SIDE ROAD ON THE RIGHT AND SIGN COAL CANYON
 LR0850'IRON MINES.  TURN RIGHT PASSING OVER RAILROAD TRACKS AND TO
 LR0850'THE SOUTH OF A LARGE SILVER BUILDING, GO EASTERLY ON MAIN
 LR0850'ROAD FOR 7.1 MILES TO A FORK.  TAKE LEFT FORK AND GO
 LR0850'EASTERLY FOR 6.3 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 LR0850'EASTERLY FOR 1.35 MILES TO A FORK.  TAKE LEFT FORK AND GO
 LR0850'NORTHEAST FOR 0.65 MILE TO A FORK.  TAKE RIGHT FORK AND GO
 LR0850'NORTHEAST FOR 2.25 MILES TO A FORK.  TAKE LEFT FORK AND
 LR0850'GO EAST ON MAIN ROAD FOR 2.2 MILES TO A CROSSROAD AT A U.S.
 LR0850'BENCH MARK AND A WHITE WITNESS POST, CONTINUE STRAIGHT
 LR0850'AHEAD ON MAIN ROAD FOR 7.4 MILES TO A SIDE ROAD ON THE RIGHT
 LR0850'AND AN OLD TIRE AROUND A POST, CONTINUE STRAIGHT AHEAD ON
 LR0850'MAIN ROAD FOR 3.85 MILES TO A FORK.  TAKE LEFT FORK AND GO
 LR0850'NORTHEAST ON MAIN ROAD FOR 9.7 MILES TO THE SUMMIT OF DAGO
 LR0850'PASS AND A SIDE ROAD ON THE RIGHT.  THERE IS A U.S. BENCH
 LR0850'MARK AND A WHITE WITNESS POST ON THE LEFT SIDE OF ROAD AT
 LR0850'THIS POINT.  CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 4.2
 LR0850'MILES TO THREE FORKS.  TAKE THE EXTREME LEFT FORK AND GO
 LR0850'NORTH FOR 5.45 MILES TO A REVERSE FORK ON THE LEFT.  TURN
 LR0850'SHARP LEFT AND GO WESTERLY ON MAIN ROAD FOR 3.6 MILES,
 LR0850'PASSING THE RUINS OF SOME OLD ROCK BUILDINGS ALONG THE WAY,
 LR0850'TO TWO BUILDNGS WITH RED AND GREEN ROOFS RESPECTIVELY,
 LR0850'CONTINUE ON MAIN ROAD FOR 0.2 MILE TO AN OLD MINE AND THE
 LR0850'END OF THE ROAD.  FROM HERE PACK SOUTH UP TO THE TOP OF RIDGE,
 LR0850'THEN BEAR LEFT AND GO WEST ALONG RIDGE TOWARD THE HIGHEST
 LR0850'HILL.  WHEN REACHING BASE OF THIS HILL, SIDE HILL AROUND
 LR0850'TO THE LEFT OF THIS PEAK AND HIT THE SADDLE BETWEEN THIS
 LR0850'PEAK AND STATION PEAK.  THE AZIMUTH MARK IS IN THE LOWEST
 LR0850'PART OF THIS SADDLE IN A LARGE BOULDER.  FROM HERE PACK ALONG
 LR0850'RIDGE TO HIGHEST POINT AND STATION.  THIS IS ABOUT 3 MILES
 LR0850'IN ALL FROM END OF TRUCK TRAVEL AND ABOUT 3-1/2 HOURS OF
 LR0850'STEADY PACKING.
 LR0850'
 LR0850'THE STATION MARK IS A STANDARD DISK STAMPED GRANITE 1958 CEMENTED
 LR0850'IN A DRILL HOLE IN AN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 LR0850'GROUND.  IT IS 36 FEET WEST NORTHWEST OF A CAIRN.
 LR0850'
 LR0850'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GRANITE
 LR0850'NO 1 1958 CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BEDROCK
 LR0850'THAT PROJECTS ABOUT 18 INCHES ABOVE THE GROUND AND IS 1 FOOT
 LR0850'HIGHER THAN THE STATION ELEVATION.
 LR0850'
 LR0850'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GRANITE
 LR0850'NO 2 1958 CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BEDROCK
 LR0850'THAT PROJECTS ABOUT 3-1/2 FEET AND IS 4 FEET LOWER THAN
 LR0850'STATION ELEVATION.
 LR0850'
 LR0850'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRANITE 1958
 LR0850'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS
 LR0850'ABOUT 3 FEET ABOVE THE GROUND.
 LR0850
 LR0850                          STATION RECOVERY (1959)
 LR0850
 LR0850'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LR0850'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40117-3, STATION 1002.
 LR0850'
 LR0850'STATION REACHED BY HELICOPTER.
 LR0850'
 LR0850'STATION MARK--A STANDARD DISK STAMPED---GRANITE 1958---CEMENTED
 LR0850'IN A DRILL HOLE IN AN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 LR0850'GROUND.
 LR0850
 LR0850                          STATION RECOVERY (1966)
 LR0850
 LR0850'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1966
 LR0850'LETTER FROM NEVADA STATE HWY. DEPT. DATED JANUARY 24, 1966.
 LR0850'GRANITE AZIMUTH DESTROYED.  DISK WAS RETURNED TO THE ROCKVILLE
 LR0850'OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0634 ***********************************************************************
 LS0634  DESIGNATION -  GRANITE
 LS0634  PID         -  LS0634
 LS0634  STATE/COUNTY-  NV/WASHOE
 LS0634  USGS QUAD   -  THE BANJO (1980)
 LS0634
 LS0634                         *CURRENT SURVEY CONTROL
 LS0634  ___________________________________________________________________
 LS0634* NAD 83(1994)-  40 48 51.14477(N)    119 25 50.22587(W)     ADJUSTED  
 LS0634* NAVD 88     -      2731.2    (meters)    8961.     (feet)  VERTCON   
 LS0634  ___________________________________________________________________
 LS0634  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 LS0634  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 LS0634
 LS0634  HORZ ORDER  -  FIRST
 LS0634
 LS0634.The horizontal coordinates were established by classical geodetic methods
 LS0634.and adjusted by the National Geodetic Survey in June 1998..
 LS0634
 LS0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0634
 LS0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0634
 LS0634.The geoid height was determined by GEOID03.
 LS0634
 LS0634;                    North         East     Units Scale Factor Converg.
 LS0634;SPC NV W     - 4,673,360.391   728,520.487   MT  0.99996287   -0 33 13.7
 LS0634;SPC NV W     -15,332,516.55  2,390,154.30   sFT  0.99996287   -0 33 13.7
 LS0634;UTM  11      - 4,520,975.603   294,999.268   MT  1.00011729   -1 35 21.2
 LS0634
 LS0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0634!SPC NV W     -   0.99957523  x   0.99996287  =   0.99953811
 LS0634!UTM  11      -   0.99957523  x   1.00011729  =   0.99969247
 LS0634
 LS0634|---------------------------------------------------------------------|
 LS0634| PID    Reference Object                     Distance      Geod. Az  |
 LS0634|                                                           dddmmss.s |
 LS0634| DB7380 GRANITE RM 2                          6.032 METERS 04531     |
 LS0634| DB7378 GRANITE AZ MK                                      1540101.7 |
 LS0634| LS0633 GRANITE PEAK CAIRN                  APPROX. 2.7 KM 1795638.4 |
 LS0634| DB7379 GRANITE RM 1                          6.497 METERS 23211     |
 LS0634|---------------------------------------------------------------------|
 LS0634
 LS0634                          SUPERSEDED SURVEY CONTROL
 LS0634
 LS0634  NAD 83(1992)-  40 48 51.14846(N)    119 25 50.22688(W) AD(       ) 1
 LS0634  NAD 83(1986)-  40 48 51.14998(N)    119 25 50.24037(W) AD(       ) 1
 LS0634  NAD 27      -  40 48 51.50800(N)    119 25 46.55800(W) AD(       ) 1
 LS0634  NGVD 29 (10/14/92) 2730.0    (m)         8957.     (f) VERT ANG       
 LS0634
 LS0634.Superseded values are not recommended for survey control.
 LS0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0634.See file dsdata.txt to determine how the superseded data were derived.
 LS0634
 LS0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF9499920976(NAD 83)
 LS0634_MARKER: Z = SEE DESCRIPTION
 LS0634_SETTING: 0 = UNSPECIFIED SETTING
 LS0634
 LS0634  HISTORY     - Date     Condition        Report By
 LS0634  HISTORY     - 1940     MONUMENTED       CGS
 LS0634  HISTORY     - 1963     GOOD             USGS
 LS0634
 LS0634                          STATION DESCRIPTION
 LS0634
 LS0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LS0634'STATION IS LOCATED ABOUT 11-1/2 MILES NNW OF GERLACH AND
 LS0634'ABOUT ONE MILE N OF AND A FEW FEET LOWER THAN GRANITE PEAK
 LS0634'WHICH IS THE HIGHEST POINT OF THE GRANITE RANGE OF MOUNTAINS.
 LS0634'THE SUMMIT OF THE STATION PEAK IS A MASS OF GRANITE BOULDERS
 LS0634'AND IS BARE, EXCEPT FOR SMALL SAGE BRUSH.  THE STATION IS ON
 LS0634'THE EASTERN EDGE OF THE TOP AND ABOUT 250 FEET S OF A GROUP
 LS0634'OF ROCKS THAT ARE A FEW FEET HIGHER.
 LS0634'
 LS0634'STATION AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 LS0634'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 LS0634'
 LS0634'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 LS0634'HOLES IN BOULDERS.
 LS0634'
 LS0634'STATION IS REACHED FROM THE POST OFFICE IN GERLACH BY GOING
 LS0634'E ON THE MAIN ROAD 0.2 MILE AND TAKING THE LEFT FORK, WHICH
 LS0634'LEADS E THROUGH THE CITY DUMP AND ONTO THE DRY LAKE, GO
 LS0634'NE, FOLLOWING THE MAIN TRACKS, 9.0 MILES, AND TAKING LEFT
 LS0634'FORK, W, AT SIGN LEADVILLE 29-GRASS VALLEY-LONG VALLEY.  GO
 LS0634'1.3 MILES TO A ROAD COMING IN FROM THE LEFT.  (THIS ROUTE
 LS0634'IS IMPASSABLE IN WET WEATHER.  TAKE THE ROAD LEADING AROUND
 LS0634'THE W SIDE OF THE DRY LAKE GOING 11.8 MILES TO THE LAST
 LS0634'POINT MENTIONED ABOVE).  CONTINUE WESTERLY ON THE
 LS0634'MAIN-TRAVELED ROAD 5.5 MILES TO A TRACK ROAD LEADING LEFT,
 LS0634'JUST BEFORE REACHING A GATE IN THE FENCE ON THE RIGHT,
 LS0634'TURN LEFT AND GO 2.2 MILES TO A SMALL STREAM.  TRUCK
 LS0634'CAN BE DRIVEN ABOUT 3/4 MILE FARTHER BY KEEPING TO THE
 LS0634'RIGHT OF THE CREEK AND PICKING WAY THROUGH THE ROCKS.
 LS0634'FROM THE STREAM, THE STATION PEAK IS VISIBLE AT MAGNETIC
 LS0634'BEARING 254 DEG.  PACK WNW ALONG THE STREAM ABOUT 3 MILES
 LS0634'TO A POINT WHERE THE MAIN CANYON FORKS AT WIRE CORRALS AND OLD
 LS0634'LOG CABIN.  BEST ROUTE FROM HERE IS TO GO UP THE
 LS0634'CANYON, RIGHT FORK, STAYING ON THE RIGHT OF THE TREES,
 LS0634'THEN BEARING TO THE LEFT TO THE TOP OF THE RIDGE, JUST
 LS0634'BEFORE REACHING THE CANYONS HEAD.  CONTINUE SW ALONG
 LS0634'THE TOP OF THE RIDGE AND UP THE STEEP SLOPE TO THE TOP AND
 LS0634'STATION.  THIS ROUTE TAKES 3.15 HOURS TO ASCEND AND 70
 LS0634'MINUTES TO DESCEND WITHOUT A PACK.
 LS0634'
 LS0634'ALTERNATE ROUTE--CONTINUE ON THE MAIN ROAD TOWARD LEADVILLE
 LS0634'5.75 MILES TO SIGN LEADVILLE 16-GERLACH 23.  AT THIS POINT
 LS0634'THERE ARE SEVERAL ROADS FORKING TO THE LEFT.  TAKE THE LEFT
 LS0634'FORK AND FOLLOW THE TRACK ROAD LEADING S TOWARD THE LOWEST
 LS0634'PART OF THE RIDGE TO THE RIGHT OF GRANITE PEAK 2.9 MILES TO A
 LS0634'SHEARING SHED ON THE RIGHT SIDE OF A SMALL STREAM.  TURN LEFT,
 LS0634'CROSS THE STREAM, AND FOLLOW THE MAIN TRACK ROAD 3.0 MILES TO A
 LS0634'CABIN IN A GROVE OF ASPEN ON LEFT, AND END OF TRUCK TRAVEL.
 LS0634'(ROAD IS WASHED OUT ABOUT 0.4 MILE FARTHER ON.) CONTINUE
 LS0634'ON ROAD ABOUT 1-1/4 MILES TO CABIN OF GERLACH COMPANY SHEEP
 LS0634'CAMP (WATER AT CABIN).  FROM CABIN, GO ESE UP THE CANYON
 LS0634'ABOUT 0.3 MILE TO A SMALL RESERVOIR.  KEEP TO THE LEFT OF
 LS0634'THE RESERVOIR AND GROVE OF ASPEN AND FOLLOW THE TRAIL UP THE
 LS0634'CANYON, KEEP TO THE SOUTHERN SLOPE OF THE HILL ON LEFT,
 LS0634'ABOUT 1-3/4 MILES, TO THE TOP OF THE DIVIDE, CONTINUE
 LS0634'STRAIGHT AHEAD, SE, DROPPING DOWN TO THE VALLEY, THENCE
 LS0634'RIGHT, SSW, UP THIS VALLEY, PASS THROUGH A SMALL GROVE OF
 LS0634'LARGE ASPEN, AND TO THE LEFT OF A LARGE GROVE OF SMALL
 LS0634'ASPEN.  FOLLOW THE MAIN VALLEY TO ITS HEAD AND THE TOP OF
 LS0634'THE RIDGE, ABOUT 3 MILES FROM THE FIRST DIVIDE.  FROM
 LS0634'HERE THE TRAIL GOES S AROUND THE W SIDE OF THE TALL,
 LS0634'ROCKY PEAK, ABOUT 0.3 MILE.  THENCE GO E UP THE STEEP,
 LS0634'BROAD VALLEY TO THE TOP OF THE RIDGE.  THENCE SE TO THE
 LS0634'TOP AND STATION.  (THIS IS BEST ROUTE FOR HORSES, 3-1/2
 LS0634'HOURS UP, 2 HOURS DOWN, WITHOUT PACK.)
 LS0634
 LS0634                          STATION RECOVERY (1963)
 LS0634
 LS0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LS0634'RECOVERED AS DESCRIBED BY NGS IN 1940 IN DESCRIPTION LIST 40 119
 LS0634'1, STATION 1001.  STATION REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0722 ***********************************************************************
 JP0722  DESIGNATION -  GRANITE
 JP0722  PID         -  JP0722
 JP0722  STATE/COUNTY-  NV/WHITE PINE
 JP0722  USGS QUAD   -  MINERVA CANYON (1987)
 JP0722
 JP0722                         *CURRENT SURVEY CONTROL
 JP0722  ___________________________________________________________________
 JP0722* NAD 83(1994)-  38 50 38.43813(N)    114 15 20.29763(W)     ADJUSTED  
 JP0722* NAVD 88     -      3423.1    (meters)   11231.     (feet)  VERTCON   
 JP0722  ___________________________________________________________________
 JP0722  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 JP0722  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 JP0722
 JP0722  HORZ ORDER  -  THIRD
 JP0722
 JP0722.The horizontal coordinates were established by classical geodetic methods
 JP0722.and adjusted by the National Geodetic Survey in June 1998..
 JP0722
 JP0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0722
 JP0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0722
 JP0722.The geoid height was determined by GEOID03.
 JP0722
 JP0722;                    North         East     Units Scale Factor Converg.
 JP0722;SPC NV E     - 8,455,120.862   315,256.260   MT  1.00006353   +0 49 58.2
 JP0722;SPC NV E     -27,739,842.36  1,034,303.25   sFT  1.00006353   +0 49 58.2
 JP0722;UTM  11      - 4,303,045.705   738,179.622   MT  1.00029862   +1 43 19.5
 JP0722
 JP0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0722!SPC NV E     -   0.99946642  x   1.00006353  =   0.99952992
 JP0722!UTM  11      -   0.99946642  x   1.00029862  =   0.99976488
 JP0722
 JP0722                          SUPERSEDED SURVEY CONTROL
 JP0722
 JP0722  NAD 83(1994)-  38 50 38.43806(N)    114 15 20.29760(W) AD(       ) 3
 JP0722  NAD 83(1986)-  38 50 38.43256(N)    114 15 20.30278(W) AD(       ) 3
 JP0722  NGVD 29 (05/20/94) 3421.5    (m)        11225.     (f) VERT ANG       
 JP0722
 JP0722.Superseded values are not recommended for survey control.
 JP0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0722.See file dsdata.txt to determine how the superseded data were derived.
 JP0722
 JP0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD3818003046(NAD 83)
 JP0722_MARKER: DS = TRIANGULATION STATION DISK
 JP0722_SETTING: 0 = UNSPECIFIED SETTING
 JP0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0722
 JP0722  HISTORY     - Date     Condition        Report By
 JP0722  HISTORY     - 1946     MONUMENTED       USGS
 JP0722
 JP0722                          STATION DESCRIPTION
 JP0722
 JP0722'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 JP0722'LOCATED ABOUT 14.0 MI. SW. OF GARRISON, UTAH, ON THE DIVIDE BETWEEN
 JP0722'THE HEADS OF THE SOUTH FORK OF BIG WASH TO THE N., LEXINGTON CREEK
 JP0722'TO THE E., AND BIG SPRINGS WASH AND DECATHON CANYON TO THE SW.
 JP0722'
 JP0722'TO REACH FROM GARRISON, UTAH, GO S. ON STATE HIGHWAY 21 FOR 10.3 MI.
 JP0722'TO RD. FKS. (SW.), TURN RIGHT (SW.) AND GO 21.0 MI. TO RD. FKS.,
 JP0722'TAKE LEFT FORK AND GO. 8.5 MI. ALONG MAIN-TRAVELED RD. TO BIG SPRINGS
 JP0722'RANCH, TURN RIGHT AND GO 3.3 MI. TO RD. FKS., TAKE RIGHT FORK (W.)
 JP0722'FOR 4.0 MI. TO RD. FKS. (S.), CONTINUE S. ALONG SOUTH SIDE OF BIG
 JP0722'SPRINGS WASH FOR 1.3 MI. WHERE RD. DROPS INTO WASH, CONTINUE UP
 JP0722'BOTTOM OF BIG SPRINGS WASH FOR 7.2 MI. TO RD. FKS. AND SIGN
 JP0722'--CEDAR CABIN SPRINGS--, TURN RIGHT (N.) AND GO ABOUT 3.5 MI. UP
 JP0722'BOTTOM OF WASH TO END OF RD. AND END TRUCK TRAVEL.  PACK N. AND A
 JP0722'LITTLE W., UP RIDGE ABOUT 2.0 MI. TO HIGHEST POINT AND STATION.
 JP0722'STATION CAN ALSO BE REACHED FROM END OF RD. IN LEXINGTON CREEK.
 JP0722'
 JP0722'STATION MARK  STANDARD TABLET--STAMPED GRANITE 1946--CEMENTED
 JP0722'IN ROCK OUTCROP.
 JP0722'
 JP0722'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER IN TRIANGULAR BLAZE
 JP0722'ON SOUTH SIDE OF 8-INCH SCRUB CAT TAIL PINE.
 JP0722'
 JP0722'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER IN BLAZE ON NORTH SIDE
 JP0722'OF 8-INCH CAT TAIL PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0851 ***********************************************************************
 LR0851  DESIGNATION -  GRANITE CAIRN
 LR0851  PID         -  LR0851
 LR0851  STATE/COUNTY-  NV/PERSHING
 LR0851  USGS QUAD   -  GRANITE MOUNTAIN (1990)
 LR0851
 LR0851                         *CURRENT SURVEY CONTROL
 LR0851  ___________________________________________________________________
 LR0851* NAD 83(1994)-  40 16 48.94553(N)    117 49 01.03836(W)     ADJUSTED  
 LR0851* NAVD 88     -      2567.     (meters)    8422.     (feet)  SCALED    
 LR0851  ___________________________________________________________________
 LR0851  LAPLACE CORR-           7.65  (seconds)                    DEFLEC99
 LR0851  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 LR0851
 LR0851  HORZ ORDER  -  SECOND
 LR0851
 LR0851.The horizontal coordinates were established by classical geodetic methods
 LR0851.and adjusted by the National Geodetic Survey in June 1998..
 LR0851
 LR0851.The orthometric height was scaled from a topographic map.
 LR0851
 LR0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0851
 LR0851.The geoid height was determined by GEOID03.
 LR0851
 LR0851;                    North         East     Units Scale Factor Converg.
 LR0851;SPC NV W     - 4,614,010.733   865,169.459   MT  0.99995226   +0 29 43.8
 LR0851;SPC NV W     -15,137,800.21  2,838,476.80   sFT  0.99995226   +0 29 43.8
 LR0851;UTM  11      - 4,459,184.509   430,550.501   MT  0.99965937   -0 31 41.5
 LR0851
 LR0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0851!SPC NV W     -   0.99960084  x   0.99995226  =   0.99955312
 LR0851!UTM  11      -   0.99960084  x   0.99965937  =   0.99926035
 LR0851
 LR0851                          SUPERSEDED SURVEY CONTROL
 LR0851
 LR0851  NAD 83(1986)-  40 16 48.94962(N)    117 49 01.03098(W) AD(       ) 2
 LR0851  NAD 27      -  40 16 49.26800(N)    117 48 57.57700(W) AD(       ) 2
 LR0851
 LR0851.Superseded values are not recommended for survey control.
 LR0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0851.See file dsdata.txt to determine how the superseded data were derived.
 LR0851
 LR0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME3055159185(NAD 83)
 LR0851_MARKER: 72 = CAIRN
 LR0851
 LR0851  HISTORY     - Date     Condition        Report By
 LR0851  HISTORY     - 1958     FIRST OBSERVED   CGS
 LR0851
 LR0851                          STATION DESCRIPTION
 LR0851
 LR0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0851'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LOVELOCK
 LR0851'GO EAST ON MAIN STREET FOR 0.05 MILE TO THE INTERSECTION OF U.S.
 LR0851'HIGHWAY 40. TURN LEFT ON U.S. HIGHWAY 40 AND GO NORTH FOR
 LR0851'6.15 MILES TO A SIDE ROAD ON THE RIGHT AND SIGN COAL CANYON
 LR0851'IRON MINES.  TURN RIGHT PASSING OVER RAILROAD TRACKS AND TO
 LR0851'THE SOUTH OF A LARGE SILVER BUILDING, GO EASTERLY ON MAIN
 LR0851'ROAD FOR 7.1 MILES TO A FORK.  TAKE LEFT FORK AND GO
 LR0851'EASTERLY FOR 6.3 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 LR0851'EASTERLY FOR 1.35 MILES TO A FORK.  TAKE LEFT FORK AND GO
 LR0851'NORTHEAST FOR 0.65 MILE TO A FORK.  TAKE RIGHT FORK AND GO
 LR0851'NORTHEAST FOR 2.25 MILES TO A FORK.  TAKE LEFT FORK AND
 LR0851'GO EAST ON MAIN ROAD FOR 2.2 MILES TO A CROSSROAD AT A U.S.
 LR0851'BENCH MARK AND A WHITE WITNESS POST, CONTINUE STRAIGHT
 LR0851'AHEAD ON MAIN ROAD FOR 7.4 MILES TO A SIDE ROAD ON THE RIGHT
 LR0851'AND AN OLD TIRE AROUND A POST, CONTINUE STRAIGHT AHEAD ON
 LR0851'MAIN ROAD FOR 3.85 MILES TO A FORK.  TAKE LEFT FORK AND GO
 LR0851'NORTHEAST ON MAIN ROAD FOR 9.7 MILES TO THE SUMMIT OF DAGO
 LR0851'PASS AND A SIDE ROAD ON THE RIGHT.  THERE IS A U.S. BENCH
 LR0851'MARK AND A WHITE WITNESS POST ON THE LEFT SIDE OF ROAD AT
 LR0851'THIS POINT.  CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 4.2
 LR0851'MILES TO THREE FORKS.  TAKE THE EXTREME LEFT FORK AND GO
 LR0851'NORTH FOR 5.45 MILES TO A REVERSE FORK ON THE LEFT.  TURN
 LR0851'SHARP LEFT AND GO WESTERLY ON MAIN ROAD FOR 3.6 MILES,
 LR0851'PASSING THE RUINS OF SOME OLD ROCK BUILDINGS ALONG THE WAY,
 LR0851'TO TWO BUILDNGS WITH RED AND GREEN ROOFS RESPECTIVELY,
 LR0851'CONTINUE ON MAIN ROAD FOR 0.2 MILE TO AN OLD MINE AND THE
 LR0851'END OF THE ROAD.  FROM HERE PACK SOUTH UP TO THE TOP OF RIDGE,
 LR0851'THEN BEAR LEFT AND GO WEST ALONG RIDGE TOWARD THE HIGHEST
 LR0851'HILL.  WHEN REACHING BASE OF THIS HILL, SIDE HILL AROUND
 LR0851'TO THE LEFT OF THIS PEAK AND HIT THE SADDLE BETWEEN THIS
 LR0851'PEAK AND STATION PEAK.  THE AZIMUTH MARK IS IN THE LOWEST
 LR0851'PART OF THIS SADDLE IN A LARGE BOULDER.  FROM HERE PACK ALONG
 LR0851'RIDGE TO HIGHEST POINT AND STATION.  THIS IS ABOUT 3 MILES
 LR0851'IN ALL FROM END OF TRUCK TRAVEL AND ABOUT 3-1/2 HOURS OF
 LR0851'STEADY PACKING.
 LR0851'
 LR0851'THE STATION IS A CAIRN 36 FEET EAST SOUTHEAST OF STATION GRANITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0633 ***********************************************************************
 LS0633  DESIGNATION -  GRANITE PEAK CAIRN
 LS0633  PID         -  LS0633
 LS0633  STATE/COUNTY-  NV/WASHOE
 LS0633  USGS QUAD   -  THE BANJO (1980)
 LS0633
 LS0633                         *CURRENT SURVEY CONTROL
 LS0633  ___________________________________________________________________
 LS0633* NAD 83(1994)-  40 47 22.28651(N)    119 25 50.11118(W)     ADJUSTED  
 LS0633* NAVD 88     -                                                        
 LS0633  ___________________________________________________________________
 LS0633  LAPLACE CORR-           7.10  (seconds)                    DEFLEC99
 LS0633  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 LS0633
 LS0633  HORZ ORDER  -  THIRD
 LS0633
 LS0633.The horizontal coordinates were established by classical geodetic methods
 LS0633.and adjusted by the National Geodetic Survey in June 1998..
 LS0633
 LS0633
 LS0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0633
 LS0633.The geoid height was determined by GEOID03.
 LS0633
 LS0633;                    North         East     Units Scale Factor Converg.
 LS0633;SPC NV W     - 4,670,619.562   728,496.689   MT  0.99996291   -0 33 12.7
 LS0633;SPC NV W     -15,323,524.35  2,390,076.22   sFT  0.99996291   -0 33 12.7
 LS0633;UTM  11      - 4,518,235.228   294,925.947   MT  1.00011766   -1 35 18.3
 LS0633
 LS0633                          SUPERSEDED SURVEY CONTROL
 LS0633
 LS0633  NAD 83(1992)-  40 47 22.29139(N)    119 25 50.11082(W) AD(       ) 4
 LS0633  NAD 83(1986)-  40 47 22.28864(N)    119 25 50.12609(W) AD(       ) 4
 LS0633  NAD 27      -  40 47 22.65300(N)    119 25 46.44300(W) AD(       ) 3
 LS0633
 LS0633.Superseded values are not recommended for survey control.
 LS0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0633.See file dsdata.txt to determine how the superseded data were derived.
 LS0633
 LS0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF9492618235(NAD 83)
 LS0633
 LS0633  HISTORY     - Date     Condition        Report By
 LS0633  HISTORY     - 1940     MONUMENTED       CGS
 LS0633
 LS0633                          STATION DESCRIPTION
 LS0633
 LS0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LS0633'STATION IS ON A PEAK 1.7 MILES S OF STATION GRANITE.  ON
 LS0633'A PEAK HAVING THE SAME ELEVATION AS GRANITE.  10 MILES NNW
 LS0633'OF GERLACH, NEVADA, A LARGE CAIRN, ABOUT 6 FEET HIGH.  THIS
 LS0633'CAIRN WAS BUILT BY THE U.S. GEOLOGICAL SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0486 ***********************************************************************
 KQ0486  DESIGNATION -  GRANT
 KQ0486  PID         -  KQ0486
 KQ0486  STATE/COUNTY-  NV/CHURCHILL
 KQ0486  USGS QUAD   -  MT AUGUSTA (1990)
 KQ0486
 KQ0486                         *CURRENT SURVEY CONTROL
 KQ0486  ___________________________________________________________________
 KQ0486* NAD 83(1994)-  39 32 23.74901(N)    117 55 10.10047(W)     ADJUSTED  
 KQ0486* NAVD 88     -      3038.9    (meters)    9970.     (feet)  VERTCON   
 KQ0486  ___________________________________________________________________
 KQ0486  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 KQ0486  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 KQ0486
 KQ0486  HORZ ORDER  -  FIRST
 KQ0486
 KQ0486.The horizontal coordinates were established by classical geodetic methods
 KQ0486.and adjusted by the National Geodetic Survey in June 1998..
 KQ0486
 KQ0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0486
 KQ0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0486
 KQ0486.The geoid height was determined by GEOID03.
 KQ0486
 KQ0486;                    North         East     Units Scale Factor Converg.
 KQ0486;SPC NV W     - 4,531,746.359   857,062.804   MT  0.99994008   +0 25 21.5
 KQ0486;SPC NV W     -14,867,904.51  2,811,880.22   sFT  0.99994008   +0 25 21.5
 KQ0486;UTM  11      - 4,377,099.628   420,989.278   MT  0.99967686   -0 35 07.4
 KQ0486
 KQ0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0486!SPC NV W     -   0.99952705  x   0.99994008  =   0.99946716
 KQ0486!UTM  11      -   0.99952705  x   0.99967686  =   0.99920406
 KQ0486
 KQ0486:                Primary Azimuth Mark                     Grid Az
 KQ0486:SPC NV W     -  MT GRANT CAIRN                           030 27 38.2
 KQ0486:UTM  11      -  MT GRANT CAIRN                           031 28 07.1
 KQ0486
 KQ0486|---------------------------------------------------------------------|
 KQ0486| PID    Reference Object                     Distance      Geod. Az  |
 KQ0486|                                                           dddmmss.s |
 KQ0486| KQ0484 MT GRANT CAIRN                      APPROX.18.8 KM 0305259.7 |
 KQ0486| DA9995 GRANT RM 1                            4.428 METERS 16147     |
 KQ0486| DA9996 GRANT RM 2                            9.847 METERS 32629     |
 KQ0486| DA9994 GRANT AZ MK                                        3444215.4 |
 KQ0486| KQ0485 AUGUSTA CAIRN                         3.916 METERS 35433     |
 KQ0486|---------------------------------------------------------------------|
 KQ0486
 KQ0486                          SUPERSEDED SURVEY CONTROL
 KQ0486
 KQ0486  NAD 83(1986)-  39 32 23.75474(N)    117 55 10.08795(W) AD(       ) 1
 KQ0486  NAD 27      -  39 32 24.03947(N)    117 55 06.63688(W) AD(       ) 1
 KQ0486  NGVD 29 (02/26/99) 3037.6    (m)         9966.     (f) VERT ANG       
 KQ0486
 KQ0486.Superseded values are not recommended for survey control.
 KQ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0486.See file dsdata.txt to determine how the superseded data were derived.
 KQ0486
 KQ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD2098977100(NAD 83)
 KQ0486_MARKER: DS = TRIANGULATION STATION DISK
 KQ0486_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0486_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KQ0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0486+STABILITY: POSITION/ELEVATION WELL
 KQ0486
 KQ0486  HISTORY     - Date     Condition        Report By
 KQ0486  HISTORY     - 1954     MONUMENTED       CGS
 KQ0486  HISTORY     - 1965     GOOD             USGS
 KQ0486  HISTORY     - 1966     GOOD             CGS
 KQ0486
 KQ0486                          STATION DESCRIPTION
 KQ0486
 KQ0486'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 KQ0486'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-4, STATION 1006.
 KQ0486'STATION REACHED BY HELICOPTER. STATION MARK--A STANDARD DISK
 KQ0486'STAMPED---GRANT 1954---, CEMENTED IN A DRILL HOLE IN A BOULDER 10 BY
 KQ0486'15 INCHES AND PROJECTS 4 INCHES.
 KQ0486
 KQ0486                          STATION RECOVERY (1966)
 KQ0486
 KQ0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KQ0486'NOT FEASIBLE TO MEASURE BETWEEN REFERENCE MARKS.
 KQ0486'
 KQ0486'STATION WAS RECOVERED AS DESCRIBED IN THE 1954 DESCRIPTIONS AND ALL
 KQ0486'MARKS WERE FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE IN THE
 KQ0486'DISTANCE TO REFERENCE MARK 2 WAS FOUND AND A SLIGHT DIFFERENCE
 KQ0486'IN THE DIRECTION TO THE AZIMUTH MARK WAS FOUND.
 KQ0486'
 KQ0486'HELICOPTER WAS USED TO REACH THE STATION.  THE 1954 TO REACH WAS
 KQ0486'NOT CHECKED, BUT IS BELEIVED TO BE ADEQUATE.
 KQ0486'
 KQ0486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KQ0486'16 MILES NORTH OF EASTGATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0705 ***********************************************************************
 JP0705  DESIGNATION -  GRANT
 JP0705  PID         -  JP0705
 JP0705  STATE/COUNTY-  NV/NYE
 JP0705  USGS QUAD   -  BLUE EAGLE MOUNTAIN (1990)
 JP0705
 JP0705                         *CURRENT SURVEY CONTROL
 JP0705  ___________________________________________________________________
 JP0705* NAD 83(1994)-  38 32 28.80144(N)    115 28 17.81852(W)     ADJUSTED  
 JP0705* NAVD 88     -      2915.2    (meters)    9564.     (feet)  VERTCON   
 JP0705  ___________________________________________________________________
 JP0705  LAPLACE CORR-          12.17  (seconds)                    DEFLEC99
 JP0705  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 JP0705
 JP0705  HORZ ORDER  -  THIRD
 JP0705
 JP0705.The horizontal coordinates were established by classical geodetic methods
 JP0705.and adjusted by the National Geodetic Survey in June 1998..
 JP0705
 JP0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0705
 JP0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0705
 JP0705.The geoid height was determined by GEOID03.
 JP0705
 JP0705;                    North         East     Units Scale Factor Converg.
 JP0705;SPC NV C     - 6,421,363.538   604,179.239   MT  1.00003361   +0 44 40.8
 JP0705;SPC NV C     -21,067,423.54  1,982,211.39   sFT  1.00003361   +0 44 40.8
 JP0705;UTM  11      - 4,266,986.987   633,199.185   MT  0.99981849   +0 57 08.8
 JP0705
 JP0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0705!SPC NV C     -   0.99954638  x   1.00003361  =   0.99957998
 JP0705!UTM  11      -   0.99954638  x   0.99981849  =   0.99936496
 JP0705
 JP0705|---------------------------------------------------------------------|
 JP0705| PID    Reference Object                     Distance      Geod. Az  |
 JP0705|                                                           dddmmss.s |
 JP0705| CS8731 GRANT RM 2                            5.343 METERS 04024     |
 JP0705| CS8730 GRANT RM 1                            5.197 METERS 28440     |
 JP0705|---------------------------------------------------------------------|
 JP0705
 JP0705                          SUPERSEDED SURVEY CONTROL
 JP0705
 JP0705  NAD 83(1986)-  38 32 28.79427(N)    115 28 17.81877(W) AD(       ) 3
 JP0705  NGVD 29 (01/04/94) 2914.0    (m)         9560.     (f) VERT ANG       
 JP0705
 JP0705.Superseded values are not recommended for survey control.
 JP0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0705.See file dsdata.txt to determine how the superseded data were derived.
 JP0705
 JP0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC3319966987(NAD 83)
 JP0705_MARKER: DS = TRIANGULATION STATION DISK
 JP0705_SETTING: 66 = SET IN ROCK OUTCROP
 JP0705_SP_SET: SET IN BEDROCK
 JP0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0705+STABILITY: POSITION/ELEVATION WELL
 JP0705
 JP0705  HISTORY     - Date     Condition        Report By
 JP0705  HISTORY     - 1963     MONUMENTED       USGS
 JP0705
 JP0705                          STATION DESCRIPTION
 JP0705
 JP0705'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JP0705'LOCATED ABOUT 58 MI SW. OF ELY, ABOUT 15 MI S. OF CURRANT.  ON
 JP0705'HIGHEST POINT ON TOP OF NORTH HALF OF GRANT RANGE.
 JP0705'
 JP0705'STATION REACHED BY HELICOPTER.
 JP0705'
 JP0705'STATION MARK--STANDARD TABLET STAMPED---GRANT 1963---, IN SOLID
 JP0705'ROCK.
 JP0705'
 JP0705'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, IN SOLID ROCK.
 JP0705'
 JP0705'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0621 ***********************************************************************
 JQ0621  DESIGNATION -  GRANTSVILLE
 JQ0621  PID         -  JQ0621
 JQ0621  STATE/COUNTY-  NV/NYE
 JQ0621  USGS QUAD   -  GRANTSVILLE (1988)
 JQ0621
 JQ0621                         *CURRENT SURVEY CONTROL
 JQ0621  ___________________________________________________________________
 JQ0621* NAD 83(1994)-  38 50 15.57823(N)    117 35 01.83207(W)     ADJUSTED  
 JQ0621* NAVD 88     -      2411.2    (meters)    7911.     (feet)  VERTCON   
 JQ0621  ___________________________________________________________________
 JQ0621  LAPLACE CORR-           9.89  (seconds)                    DEFLEC99
 JQ0621  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 JQ0621
 JQ0621  HORZ ORDER  -  THIRD
 JQ0621
 JQ0621.The horizontal coordinates were established by classical geodetic methods
 JQ0621.and adjusted by the National Geodetic Survey in June 1998..
 JQ0621
 JQ0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0621
 JQ0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0621
 JQ0621.The geoid height was determined by GEOID03.
 JQ0621
 JQ0621;                    North         East     Units Scale Factor Converg.
 JQ0621;SPC NV C     - 6,453,978.048   420,374.372   MT  0.99997805   -0 34 30.7
 JQ0621;SPC NV C     -21,174,426.31  1,379,178.25   sFT  0.99997805   -0 34 30.7
 JQ0621;UTM  11      - 4,298,923.765   449,328.566   MT  0.99963162   -0 21 58.1
 JQ0621
 JQ0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0621!SPC NV C     -   0.99962542  x   0.99997805  =   0.99960348
 JQ0621!UTM  11      -   0.99962542  x   0.99963162  =   0.99925718
 JQ0621
 JQ0621                          SUPERSEDED SURVEY CONTROL
 JQ0621
 JQ0621  NAD 83(1992)-  38 50 15.58666(N)    117 35 01.83365(W) AD(       ) 3
 JQ0621  NAD 83(1986)-  38 50 15.58624(N)    117 35 01.83347(W) AD(       ) 3
 JQ0621  NGVD 29 (03/27/92) 2409.8    (m)         7906.     (f) VERT ANG       
 JQ0621
 JQ0621.Superseded values are not recommended for survey control.
 JQ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0621.See file dsdata.txt to determine how the superseded data were derived.
 JQ0621
 JQ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC4932998924(NAD 83)
 JQ0621_MARKER: DS = TRIANGULATION STATION DISK
 JQ0621_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0621_SP_SET: SET IN ROCK OUTCROP
 JQ0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0621+STABILITY: POSITION/ELEVATION WELL
 JQ0621
 JQ0621  HISTORY     - Date     Condition        Report By
 JQ0621  HISTORY     - 1946     MONUMENTED       USGS
 JQ0621
 JQ0621                          STATION DESCRIPTION
 JQ0621
 JQ0621'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 JQ0621'LOCATED ABOUT 1 MI. SW. OF MINING TOWN OF GRANTSVILLE, ON NORTHERN
 JQ0621'END OF FLAT-TOPPED PEAK.
 JQ0621'
 JQ0621'TO REACH FROM MILL AT GRANTSVILLE, FOLLOW UP CANYON FOR 0.5 MI. TO
 JQ0621'RD. FORKS, TAKE RIGHT FORK FOR 0.1 MI. TO RD. FORKS, TAKE RIGHT
 JQ0621'FORK FOR 0.4 MI. TO RD. FORKS, FOLLOW RIGHT FORK FOR 0.7 MI., LEAVE
 JQ0621'TRUCK AND CLIMB SLOPE TOWARD NW. FOR ABOUT 0.5 MI. TO TOP OF
 JQ0621'MOUNTAIN AND STATION ON HIGHEST POINT OF SUMMIT.
 JQ0621'
 JQ0621'STATION MARK--STANDARD TABLET STAMPED---GRANTSVILLE 1946---,
 JQ0621'CEMENTED IN SOLID ROCK.
 JQ0621'
 JQ0621'RM NO. 1--STANDARD REFERENCE MARK TABLET CEMENTED IN SOLID ROCK,
 JQ0621'31.1 FT. FROM STATION MARK IN BEARING S 38 DEG 40 MIN W.
 JQ0621'
 JQ0621'RM NO. 2--STANDARD REFERENCE MARK TABLET CEMENTED IN SOLID ROCK,
 JQ0621'13.5 FT. FROM STATION MARK IN BEARING N 119 DEG 46 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0784 ***********************************************************************
 GS0784  DESIGNATION -  GRAPE RESET
 GS0784  PID         -  GS0784
 GS0784  STATE/COUNTY-  NV/NYE
 GS0784  USGS QUAD   -  GRAPEVINE PEAK (1988)
 GS0784
 GS0784                         *CURRENT SURVEY CONTROL
 GS0784  ___________________________________________________________________
 GS0784* NAD 83(1994)-  36 57 55.00295(N)    117 08 59.37395(W)     ADJUSTED  
 GS0784* NAVD 88     -      2664.8    (meters)    8743.     (feet)  VERTCON   
 GS0784  ___________________________________________________________________
 GS0784  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 GS0784  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 GS0784
 GS0784  HORZ ORDER  -  FIRST
 GS0784
 GS0784.The horizontal coordinates were established by classical geodetic methods
 GS0784.and adjusted by the National Geodetic Survey in June 1998..
 GS0784
 GS0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0784
 GS0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0784
 GS0784.The geoid height was determined by GEOID03.
 GS0784
 GS0784;                    North         East     Units Scale Factor Converg.
 GS0784;SPC NV C     - 6,245,883.858   456,977.784   MT  0.99992279   -0 17 26.0
 GS0784;SPC NV C     -20,491,703.96  1,499,267.95   sFT  0.99992279   -0 17 26.0
 GS0784;SPC NV W     - 4,246,735.120   927,647.828   MT  1.00010067   +0 51 43.7
 GS0784;SPC NV W     -13,932,830.14  3,043,457.92   sFT  1.00010067   +0 51 43.7
 GS0784;SPC CA 4     -   682,672.063 2,164,744.857   MT  0.99995826   +1 06 13.6
 GS0784;SPC CA 4     - 2,239,733.26  7,102,167.09   sFT  0.99995826   +1 06 13.6
 GS0784;UTM  11      - 4,091,031.110   486,663.000   MT  0.99960219   -0 05 24.3
 GS0784
 GS0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0784!SPC NV C     -   0.99958623  x   0.99992279  =   0.99950905
 GS0784!SPC NV W     -   0.99958623  x   1.00010067  =   0.99968686
 GS0784!SPC CA 4     -   0.99958623  x   0.99995826  =   0.99954451
 GS0784!UTM  11      -   0.99958623  x   0.99960219  =   0.99918858
 GS0784
 GS0784:                Primary Azimuth Mark                     Grid Az
 GS0784:SPC NV C     -  GRAPE AZ MK                              071 57 21.5
 GS0784:SPC NV W     -  GRAPE AZ MK                              070 48 11.8
 GS0784:SPC CA 4     -  GRAPE AZ MK                              070 33 41.9
 GS0784:UTM  11      -  GRAPE AZ MK                              071 45 19.8
 GS0784
 GS0784|---------------------------------------------------------------------|
 GS0784| PID    Reference Object                     Distance      Geod. Az  |
 GS0784|                                                           dddmmss.s |
 GS0784| DA7623 GRAPE AZ MK                                        0713955.5 |
 GS0784| DA7624 GRAPE RM 1                            4.536 METERS 12219     |
 GS0784| DA7625 GRAPE RM 2                            6.767 METERS 18555     |
 GS0784|---------------------------------------------------------------------|
 GS0784
 GS0784                          SUPERSEDED SURVEY CONTROL
 GS0784
 GS0784  NAD 83(1992)-  36 57 54.98689(N)    117 08 59.37229(W) AD(       ) 1
 GS0784  NAD 83(1986)-  36 57 54.98389(N)    117 08 59.37761(W) AD(       ) 1
 GS0784  NAD 27      -  36 57 55.20100(N)    117 08 56.14400(W) AD(       ) 1
 GS0784  NGVD 29 (07/19/86) 2663.6    (m)         8739.     (f) VERT ANG       
 GS0784
 GS0784.Superseded values are not recommended for survey control.
 GS0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0784.See file dsdata.txt to determine how the superseded data were derived.
 GS0784
 GS0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA8666391031(NAD 83)
 GS0784_MARKER: Z = SEE DESCRIPTION
 GS0784_SETTING: 0 = UNSPECIFIED SETTING
 GS0784
 GS0784  HISTORY     - Date     Condition        Report By
 GS0784  HISTORY     - 1895     MONUMENTED       CGS
 GS0784  HISTORY     - 1949     SEE DESCRIPTION  CGS
 GS0784  HISTORY     - 1949     SEE DESCRIPTION  CGS
 GS0784
 GS0784                          STATION DESCRIPTION
 GS0784
 GS0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 GS0784'DRILL HOLE IN STONE SET TO MARK STATION.  THE HIGHEST OF THE GRAPE
 GS0784'VINE MOUNTAINS.  A LARGE CONE AS VIEWED FROM THE NW.  PILE OF
 GS0784'STONES AROUND POLE ON SUMMIT.
 GS0784
 GS0784                          STATION RECOVERY (1949)
 GS0784
 GS0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0784'THE STATION WAS RECOVERED AND THE CONDITIONS THEN EXISTING WERE
 GS0784'FOUND TO BE CORRECT.
 GS0784'
 GS0784'A STANDARD DISK STAMPED GRAPE 1895 WAS PLACED DIRECTLY UNDER
 GS0784'THE DRILL HOLE AT A DEPTH OF 12 INCHES.  THE SHANK OF A BRONZE
 GS0784'DISK WAS EMBEDED IN THE OLD DRILL HOLE ON THE SURFACE IN EXACTLY
 GS0784'THE SAME POSITION THAT IT WAS RECOVERED.
 GS0784'
 GS0784'REFERENCE MARK NO. 1 IS 15 FEET EAST-SOUTHEAST OF THE STATION.
 GS0784'IT IS SET IN THE TOP OF A BOULDER WHICH PROJECTS 3 INCHES, AND
 GS0784'IS STAMPED GRAPE NO 1 1895.
 GS0784'
 GS0784'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF THE STATION.  IT IS
 GS0784'SET IN THE TOP OF A BOULDER WHICH PROJECTS 4 INCHES, AND IS
 GS0784'STAMPED GRAPE NO 2 1895.
 GS0784'
 GS0784'THE AZIMUTH MARK IS 1-1/2 MILES EAST OF THE STATION.  IT IS SET
 GS0784'IN THE TOP OF A 2-FOOT BOULDER, AND IS STAMPED GRAPE 1895.
 GS0784'
 GS0784'TO REACH THE STATION FROM SPRINGDALE, GO NORTH ON HIGHWAY 95
 GS0784'FOR 1.4 MILES TO A BLADED SIDE ROAD LEFT AT HIGHWAY POST NO. A
 GS0784'617 PLUS 32.  TURN LEFT ON BLADED ROAD AND GO 2.7 MILES
 GS0784'TO A FORK.  TAKE LEFT FORK AND GO 0.9 MILES TO A FORK.  TAKE
 GS0784'RIGHT FORK AND GO 0.9 MILES TO A FORK.  TAKE RIGHT FORK STRAIGHT
 GS0784'AHEAD FOR 4.5 MILES TO A DIM CROSSROAD.  CONTINUE STRAIGHT AHEAD
 GS0784'FOR 0.4 MILES TO A FORK.  TAKE LEFT FORK AND GO 0.7 MILES TO
 GS0784'A CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILES TO A
 GS0784'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 1.5 MILES TO A Y FORK.
 GS0784'KEEP MAIN TRAVELED ROAD STRAIGHT AHEAD FOR 4.9 MILES TO
 GS0784'A REVERSE Y FORK.  HERE TURN SHARP RIGHT AND GO DOWN A WASH
 GS0784'FOR 0.35 MILES TO A DIM FORK AT THE NORTH END OF A GRAVEL
 GS0784'PIT.  TURN LEFT UP WASH AND FOLLOW DIM TRACKS FOR 3.9
 GS0784'MILES TO A GROUP OF WILLOW TREES AT A SPRING AND THE END
 GS0784'OF TRUCK TRAVEL.  (THE AZIMUTH MARK IS ON THE HILLSIDE ON
 GS0784'THE NORTH SIDE OF THE DRAW.  IT IS MARKED BY A 1X4 STAKE.)
 GS0784'FROM THE END OF TRUCK TRAVEL PACK UP THE DRAW, THEN UP THE
 GS0784'RIDGE ON THE RIGHT.  TURN RIGHT AFTER REACHING A TRAIL AND
 GS0784'FOLLOW THE TRAIL UNTIL IT COMES TO A PROMINENT RIDGE.  HERE
 GS0784'THE STATION CAN BE SEEN TO THE LEFT.  TURN LEFT AND PACK
 GS0784'ACROSS OPEN SPACE TO THE TOP OF THE RIDGE AND THEN ALONG
 GS0784'THE RIDGE TO THE STATION SITE.
 GS0784
 GS0784                          STATION RECOVERY (1949)
 GS0784
 GS0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS)
 GS0784'THE STATION WAS RECOVERED AS DESCRIBED IN A RECOVERY NOTE BY
 GS0784'M.T. PAULSON IN 1949.  THE STATION WAS NOT OCCUPIED AND NO
 GS0784'DISTANCES OR DIRECTIONS WERE TAKEN TO THE MARKS THAT HE
 GS0784'ESTABLISHED.  A COMPLETE DESCRIPTION WITH THESE ADDITIONS AND
 GS0784'A SLIGHT CORRECTION IN THE TO REACH FOLLOWS.
 GS0784'
 GS0784'AN UNDERGROUND STATION MARK IS DIRECTLY UNDER THE STATION,
 GS0784'12 INCHES BELOW THE SURFACE OF THE GROUND, AS DESCRIBED IN
 GS0784'NOTE 8B, AND STAMPED GRAPE 1895.
 GS0784'
 GS0784'THE STATION IS LOCATED ABOUT 22 MILES AIR LINE WEST NORTHWEST
 GS0784'OF BEATTY AND ON THE HIGHEST PEAK OF THE GRAPEVINE MOUNTAINS.
 GS0784'THE STATION MARK IS A BRONZE PLUG 3/4 INCH IN DIAMETER CEMENTED
 GS0784'IN A DRILL HOLE IN A BOULDER, PROJECTING 6 INCHES, AND UNSTAMPED.
 GS0784'
 GS0784'REFERENCE MARK NO. 1 IS ABOUT 18 INCHES LOWER THAN STATION,
 GS0784'SET FLUSH WITH THE GROUND, AS DESCRIBED IN NOTE 12D, AND
 GS0784'STAMPED GRAPE NO 1 1949.
 GS0784'
 GS0784'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER THAN STATION,
 GS0784'PROJECTING 2 INCHES, AS DESCRIBED IN NOTE 12D, AND STAMPED
 GS0784'GRAPE NO 2 1949.
 GS0784'
 GS0784'THE AZIMUTH MARK IS 100 FEET NORTH OF A SPRING, ON THE NORTH
 GS0784'SIDE OF A DRAW, PROJECTING 3 FEET, AS DESCRIBED IN NOTE 12C,
 GS0784'AND STAMPED GRAPE 1949.
 GS0784'
 GS0784'TO REACH FROM SPRINGDALE GO NORTH ON U.S. HIGHWAY 95 FOR
 GS0784'1.4 MILES TO A BLADED ROAD ON THE LEFT AT HIGHWAY POST NO. A 617
 GS0784'PLUS 32.  TURN LEFT ON THE BLADED ROAD AND GO 2.7 MILES TO A
 GS0784'FORK.  TAKE THE LEFT FORK AND GO 0.9 MILE TO A FORK.  TAKE THE
 GS0784'RIGHT FORK AND GO 0.9 MILE TO FORK.  TAKE RIGHT FORK AND GO 4.5
 GS0784'MILES TO A DIM CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 0.4 MILE
 GS0784'TO FORK.  TAKE LEFT FORK AND GO 0.7 MILE TO A CROSSROAD.
 GS0784'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A CROSSROAD.  CONTINUE
 GS0784'STRAIGHT AHEAD FOR 1.6 MILES TO A FORK.  TAKE RIGHT FORK AND
 GS0784'GO 5.25 MILES TO A REVERSE Y IN BOTTOM OF WASH.  TURN SHARP
 GS0784'RIGHT AND GO DOWN WASH FOR 0.3 MILE TO DIM FORK.  TURN LEFT
 GS0784'UP WASH AND FOLLOW TRACK ROAD FOR 4.2 MILES TO A SPRING ON
 GS0784'LEFT, AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE, AND END
 GS0784'OF TRUCK TRAVEL.  (REQUIRES A FOUR WHEEL DRIVE VEHICLE TO
 GS0784'DRIVE LAST 4.2 MILES).  PACK UP DRAW ALONG TRAIL, THENCE UP
 GS0784'RIDGE TO RIGHT TO A TRAIL.  CONTINUE UP RIDGE, ACROSS OPEN
 GS0784'SPACE AND TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A
 GS0784'2 HOUR PACK.
 GS0784'
 GS0784'OBSERVATIONS MADE FROM A 1.26 METER TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0492 ***********************************************************************
 KQ0492  DESIGNATION -  GRAVEL
 KQ0492  PID         -  KQ0492
 KQ0492  STATE/COUNTY-  NV/EUREKA
 KQ0492  USGS QUAD   -  HAY RANCH (1986)
 KQ0492
 KQ0492                         *CURRENT SURVEY CONTROL
 KQ0492  ___________________________________________________________________
 KQ0492* NAD 83(1994)-  39 34 00.07538(N)    116 11 41.81261(W)     ADJUSTED  
 KQ0492* NAVD 88     -      1901.9    (meters)    6240.     (feet)  VERTCON   
 KQ0492  ___________________________________________________________________
 KQ0492  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 KQ0492  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 KQ0492
 KQ0492  HORZ ORDER  -  SECOND
 KQ0492
 KQ0492.The horizontal coordinates were established by classical geodetic methods
 KQ0492.and adjusted by the National Geodetic Survey in June 1998..
 KQ0492
 KQ0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0492
 KQ0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0492
 KQ0492.The geoid height was determined by GEOID03.
 KQ0492
 KQ0492;                    North         East     Units Scale Factor Converg.
 KQ0492;SPC NV E     - 8,534,685.031   147,448.310   MT  0.99993399   -0 23 22.5
 KQ0492;SPC NV E     -28,000,879.14    483,753.33   sFT  0.99993399   -0 23 22.5
 KQ0492;UTM  11      - 4,379,975.049   569,151.823   MT  0.99965887   +0 30 46.1
 KQ0492
 KQ0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0492!SPC NV E     -   0.99970497  x   0.99993399  =   0.99963898
 KQ0492!UTM  11      -   0.99970497  x   0.99965887  =   0.99936394
 KQ0492
 KQ0492|---------------------------------------------------------------------|
 KQ0492| PID    Reference Object                     Distance      Geod. Az  |
 KQ0492|                                                           dddmmss.s |
 KQ0492| DD5943 GRAVEL RM 1                          10.334 METERS 15105     |
 KQ0492| DD5944 GRAVEL RM 2                          15.451 METERS 21652     |
 KQ0492| KQ0494 LONE                                APPROX. 6.6 KM 3025552.3 |
 KQ0492|---------------------------------------------------------------------|
 KQ0492
 KQ0492                          SUPERSEDED SURVEY CONTROL
 KQ0492
 KQ0492  NAD 83(1986)-  39 34 00.07310(N)    116 11 41.81017(W) AD(       ) 2
 KQ0492  NAD 27      -  39 34 00.33700(N)    116 11 38.57400(W) AD(       ) 2
 KQ0492  NGVD 29 (07/19/86) 1900.7    (m)         6236.     (f) VERT ANG       
 KQ0492
 KQ0492.Superseded values are not recommended for survey control.
 KQ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0492.See file dsdata.txt to determine how the superseded data were derived.
 KQ0492
 KQ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND6915279975(NAD 83)
 KQ0492_MARKER: DS = TRIANGULATION STATION DISK
 KQ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0492_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KQ0492
 KQ0492  HISTORY     - Date     Condition        Report By
 KQ0492  HISTORY     - 1954     MONUMENTED       CGS
 KQ0492
 KQ0492                          STATION DESCRIPTION
 KQ0492
 KQ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0492'THE STATION IS LOCATED ABOUT 13 MILES, AIR LINE, WEST-NORTHWEST
 KQ0492'OF EUREKA AND 0.1 MILE SOUTH OF U.S. HIGHWAY 50.  IT IS ON THE
 KQ0492'NORTH END OF A SMALL RIDGE.
 KQ0492'
 KQ0492'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 20 AND U.S.
 KQ0492'HIGHWAY 50 WHICH IS ABOUT 3 MILES NORTHWEST OF EUREKA, GO WEST
 KQ0492'ON U.S. HIGHWAY 50 FOR 10.75 MILES TO BM S 44 ON THE LEFT.
 KQ0492'CONTINUE WEST ON THE HIGHWAY FOR 0.7 MILE TO A ROAD LEFT.
 KQ0492'TURN LEFT, SOUTH, AND GO 0.15 MILE TO A FORK.  TAKE THE LEFT
 KQ0492'FORK, EAST, AND GO 0.1 MILE TO TOP OF GRADE AND A GRAVEL PIT.
 KQ0492'TURN LEFT, NORTH, AND GO 0.05 MILE TO THE STATION.  THIS
 KQ0492'IS A DRIVE STATION.
 KQ0492'
 KQ0492'THE STATION MARK, A STANDARD DISK STAMPED GRAVEL 1954, IS
 KQ0492'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 8 INCHES
 KQ0492'ABOVE THE GROUND.  IT IS 6 FEET SOUTHWEST OF A WHITE WITNESS
 KQ0492'POST.
 KQ0492'
 KQ0492'REFERENCE MARK 1, A STANDARD DISK STAMPED GRAVEL NO 1 1954,
 KQ0492'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 4
 KQ0492'INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS
 KQ0492'THE STATION MARK.
 KQ0492'
 KQ0492'REFERENCE MARK 2, A STANDARD DISK STAMPED GRAVEL NO 2 1954,
 KQ0492'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 KQ0492'10 INCHES ABOVE THE GROUND ON THE WEST.  IT IS ABOUT 4 FEET
 KQ0492'LOWER THAN THE STATION MARK.
 KQ0492'
 KQ0492'BM S 44, A STANDARD BENCH MARK DISK STAMPED S 44 1934, IS
 KQ0492'SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS
 KQ0492'10 INCHES ABOVE THE GROUND.  IT IS 47 FEET SOUTH OF THE CENTER
 KQ0492'OF U.S. HIGHWAY 50 AND 2 FEET NORTH OF A WHITE WITNESS POST.
 KQ0492'THIS MARK CAN BE USED FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8042 ***********************************************************************
 AH8042  DESIGNATION -  GRAVEL
 AH8042  PID         -  AH8042
 AH8042  STATE/COUNTY-  NV/EUREKA
 AH8042  USGS QUAD   -  WEST OF COFFIN MTN (1985)
 AH8042
 AH8042                         *CURRENT SURVEY CONTROL
 AH8042  ___________________________________________________________________
 AH8042* NAD 83(1994)-  40 15 05.90958(N)    116 14 36.57769(W)     ADJUSTED  
 AH8042* NAVD 88     -      1737.9    (meters)    5702.     (feet)  VERTCON   
 AH8042  ___________________________________________________________________
 AH8042  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AH8042  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 AH8042
 AH8042  HORZ ORDER  -  THIRD
 AH8042
 AH8042.The horizontal coordinates were established by classical geodetic methods
 AH8042.and adjusted by the National Geodetic Survey in February 1999..
 AH8042
 AH8042.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8042
 AH8042.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8042
 AH8042.The geoid height was determined by GEOID03.
 AH8042
 AH8042;                    North         East     Units Scale Factor Converg.
 AH8042;SPC NV E     - 8,610,760.235   143,839.241   MT  0.99993881   -0 25 35.7
 AH8042;SPC NV E     -28,250,469.20    471,912.58   sFT  0.99993881   -0 25 35.7
 AH8042;UTM  11      - 4,455,962.032   564,337.788   MT  0.99965095   +0 29 19.8
 AH8042
 AH8042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8042!SPC NV E     -   0.99973058  x   0.99993881  =   0.99966941
 AH8042!UTM  11      -   0.99973058  x   0.99965095  =   0.99938162
 AH8042
 AH8042|---------------------------------------------------------------------|
 AH8042| PID    Reference Object                     Distance      Geod. Az  |
 AH8042|                                                           dddmmss.s |
 AH8042| AM6961 GRAVEL RM 2                           5.032 METERS 05445     |
 AH8042| AM6960 GRAVEL USGS RM 1                      3.789 METERS 32923     |
 AH8042|---------------------------------------------------------------------|
 AH8042
 AH8042                          SUPERSEDED SURVEY CONTROL
 AH8042
 AH8042  NGVD 29 (02/26/99) 1736.8    (m)         5698.     (f) VERT ANG       
 AH8042
 AH8042.Superseded values are not recommended for survey control.
 AH8042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8042.See file dsdata.txt to determine how the superseded data were derived.
 AH8042
 AH8042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE6433855962(NAD 83)
 AH8042_MARKER: DS = TRIANGULATION STATION DISK
 AH8042_SETTING: 80 = SET IN A BOULDER
 AH8042_PROJECTION: FLUSH
 AH8042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8042+STABILITY: SURFACE MOTION
 AH8042
 AH8042  HISTORY     - Date     Condition        Report By
 AH8042  HISTORY     - 1937     MONUMENTED       USGS
 AH8042
 AH8042                          STATION DESCRIPTION
 AH8042
 AH8042'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 AH8042'LOCATED ABOUT 1.5 MI N. AND 3.7 MI W. OF BLACKBURN STATION AND WATER
 AH8042'TANK ON EUREKA NEVADA RR. ON SOUTHEAST CORNER OF TABLELAND 100 YARDS
 AH8042'W. OF AND A FEW FT HIGHER THAN NEARLY BARE KNOLL.
 AH8042'TO REACH FROM BLACKBURN, DRIVE W. ON RD. ASCENDING BLUFF. AT 0.8 MI
 AH8042'LEAVE TRIANGULATION STATION BLACKBURN 30 FT TO LEFT. CONTINUE ON SAME
 AH8042'RD. 0.7 MI SW. TAKE RIGHT FORK 2.4 MI W. TAKE RIGHT FORK 0.6 MI W.
 AH8042'WALK 0.5 MI N. TO STATION.
 AH8042'STATION MARK--STANDARD TABLET STAMPED---GRAVEL 1937---, CEMENTED IN
 AH8042'BOULDER.
 AH8042'RM 1--COPPER NAIL AND WASHER CEMENTED IN BOULDER.
 AH8042'RM 2--STANDARD RM TABLET STAMPED---2---, CEMENTED IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1835 ***********************************************************************
 GR1835  DESIGNATION -  GRAVELLY
 GR1835  PID         -  GR1835
 GR1835  STATE/COUNTY-  NV/CLARK
 GR1835  USGS QUAD   -  AZURE RIDGE (1983)
 GR1835
 GR1835                         *CURRENT SURVEY CONTROL
 GR1835  ___________________________________________________________________
 GR1835* NAD 83(1994)-  36 21 38.42692(N)    114 04 12.16507(W)     ADJUSTED  
 GR1835* NAVD 88     -       860.5    (meters)    2823.     (feet)  VERTCON   
 GR1835  ___________________________________________________________________
 GR1835  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 GR1835  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 GR1835
 GR1835  HORZ ORDER  -  SECOND
 GR1835
 GR1835.The horizontal coordinates were established by classical geodetic methods
 GR1835.and adjusted by the National Geodetic Survey in June 1998..
 GR1835
 GR1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1835
 GR1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1835
 GR1835.The geoid height was determined by GEOID03.
 GR1835
 GR1835;                    North         East     Units Scale Factor Converg.
 GR1835;SPC NV E     - 8,179,751.173   335,810.734   MT  1.00012719   +0 53 50.3
 GR1835;SPC NV E     -26,836,400.31  1,101,739.05   sFT  1.00012719   +0 53 50.3
 GR1835;SPC AZ W     -   594,597.518   184,637.325   MT  0.99994349   -0 11 23.1
 GR1835;SPC AZ W     - 1,950,779.26    605,765.50   iFT  0.99994349   -0 11 23.1
 GR1835;UTM  11      - 4,027,940.904   762,896.455   MT  1.00045164   +1 44 17.0
 GR1835;UTM  12      - 4,028,331.578   224,529.996   MT  1.00053506   -1 49 16.6
 GR1835
 GR1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1835!SPC NV E     -   0.99986914  x   1.00012719  =   0.99999632
 GR1835!SPC AZ W     -   0.99986914  x   0.99994349  =   0.99981264
 GR1835!UTM  11      -   0.99986914  x   1.00045164  =   1.00032072
 GR1835!UTM  12      -   0.99986914  x   1.00053506  =   1.00040413
 GR1835
 GR1835:                Primary Azimuth Mark                     Grid Az
 GR1835:SPC NV E     -  D 55                                     033 29 23.4
 GR1835:SPC AZ W     -  D 55                                     034 34 36.8
 GR1835:UTM  11      -  D 55                                     032 38 56.7
 GR1835:UTM  12      -  D 55                                     036 12 30.3
 GR1835
 GR1835|---------------------------------------------------------------------|
 GR1835| PID    Reference Object                     Distance      Geod. Az  |
 GR1835|                                                           dddmmss.s |
 GR1835| GR0241 D 55                                APPROX. 3.0 KM 0342313.7 |
 GR1835| CC5343 GRAVELLY RM 1                        15.588 METERS 04342     |
 GR1835| CC5344 GRAVELLY RM 2                        17.218 METERS 29017     |
 GR1835|---------------------------------------------------------------------|
 GR1835
 GR1835                          SUPERSEDED SURVEY CONTROL
 GR1835
 GR1835  NAD 83(1994)-  36 21 38.42694(N)    114 04 12.16503(W) AD(       ) 2
 GR1835  NAD 83(1992)-  36 21 38.42676(N)    114 04 12.16518(W) AD(       ) 2
 GR1835  NAD 83(1986)-  36 21 38.42060(N)    114 04 12.16459(W) AD(       ) 2
 GR1835  NAD 27      -  36 21 38.48800(N)    114 04 09.30000(W) AD(       ) 2
 GR1835  NGVD 29 (07/19/86)  859.8    (m)         2821.     (f) VERT ANG       
 GR1835
 GR1835.Superseded values are not recommended for survey control.
 GR1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1835.See file dsdata.txt to determine how the superseded data were derived.
 GR1835
 GR1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6289627941(NAD 83)
 GR1835_MARKER: DS = TRIANGULATION STATION DISK
 GR1835_SETTING: 66 = SET IN ROCK OUTCROP
 GR1835
 GR1835  HISTORY     - Date     Condition        Report By
 GR1835  HISTORY     - 1953     MONUMENTED       CGS
 GR1835
 GR1835                          STATION DESCRIPTION
 GR1835
 GR1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 GR1835'THE STATION IS ON A LOW, LIGHT COLORED GRASS AND GRAVEL COVERED
 GR1835'HILL, ON THE EASTERNMOST ONE OF SEVERAL POINTS OF APPROXIMATELY
 GR1835'THE SAME ELEVATION.  IT IS ABOUT 59 MILES SOUTHWEST OF ST.
 GR1835'GEORGE, UTAH, 31 MILES SOUTH OF MESQUITE, NEVADA, 7-1/2
 GR1835'MILES NORTHWEST OF THE TIP OF A SMALL ARM OF LAKE MEAD, AND
 GR1835'ABOUT 1-1/2 MILES WEST OF THE NEVADA-ARIZONA STATE LINE.
 GR1835'
 GR1835'THE STATION CAN BE REACHED FROM THE POST OFFICE IN MESQUITE,
 GR1835'NEVADA BY GOING WEST-SOUTHWEST AS TOWARD LAS VEGAS ON U.S.
 GR1835'HIGHWAY 91 FOR 10.3 MILES TO A PROMINENT GRADED ROAD TO THE
 GR1835'LEFT AT SIGN GRAND WASH WHICH IS JUST EAST OF THE VIRGIN RIVER
 GR1835'HIGHWAY BRIDGE.  TURN LEFT AND GO 0.3 MILE ON THE GRADED
 GR1835'ROAD TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN
 GR1835'TRAVELED ROAD FOR 9.2 MILES TO A FORK.  TAKE THE RIGHT FORK
 GR1835'FOR 0.8 MILE TO A LESSER TRAVELED ROAD LEADING RIGHT AT A
 GR1835'SIGN JAUNITA SPRING.  TAKE THE LEFT FORK AND FOLLOW THE MAIN
 GR1835'TRAVELED ROAD FOR 9.4 MILES TO A FORK.  TAKE THE RIGHT FORK
 GR1835'AS PER SIGN COLD BUTTE AND GO 9.0 MILES TO A FORK.  TAKE
 GR1835'THE LEFT FORK AS PER SIGN GRAND GULCH AND GO 5.0 MILES TO
 GR1835'BENCH MARK D 55 ON THE RIGHT.  (FROM THIS POINT THE
 GR1835'STATION IS APPROXIMATELY 1.5 MILES SOUTHWEST.) RETRACE
 GR1835'THE ROUTE FROM WHENCE YOU CAME FOR 0.4 MILE TO A TRACK
 GR1835'ROAD INTERSECTING FROM THE SOUTH-SOUTHEAST.  TURN SHARP
 GR1835'LEFT AND FOLLOW THIS OLD TRACK ROAD FOR 0.5 MILE TO A
 GR1835'POINT WHERE A VERY DIM TRACK INTERSECTS FROM THE WEST.  TURN
 GR1835'RIGHT OFF THE TRACK ROAD AND GO SOUTH ACROSS COUNTRY AND UP
 GR1835'THE WESTERN ONE OF TWO RIDGES WHICH EXTEND TOWARD THE
 GR1835'CREST OF THE HILL FOR ABOUT 1.1 MILES TO THE MAIN
 GR1835'RIDGE.  THEN GO SOUTHWEST ALONG THE MAIN RIDGE FOR ABOUT
 GR1835'0.7 MILE TO THE HIGHEST POINT AND THE STATION.
 GR1835'
 GR1835'THE STATION MARK, STAMPED GRAVELLY 1953, IS A STANDARD DISK
 GR1835'THAT IS SET IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 GR1835'THE GROUND.  IT IS 9 FEET SOUTHWEST OF A WITNESS POST.
 GR1835'
 GR1835'REFERENCE MARK 1, STAMPED GRAVELLY NO 1 1953, IS A STANDARD
 GR1835'DISK THAT IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GR1835'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SLOPE TO THE NORTHEAST.
 GR1835'IT IS ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.
 GR1835'
 GR1835'REFERENCE MARK 2, STAMPED GRAVELLY NO 2 1953, IS A STANDARD
 GR1835'DISK THAT IS SET IN A DRILL HOLE IN THE TOP OF AN OUTCROP
 GR1835'OF BEDROCK WHICH PROTRUDES FROM THE GROUND ABOUT 18 INCHES.
 GR1835'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 GR1835'
 GR1835'BENCH MARK D 55, STAMPED D55 1934, IS A STANDARD BENCH MARK
 GR1835'DISK THAT IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 GR1835'PROJECTS FROM THE GROUND ABOUT 6 INCHES.  IT IS ABOUT 0.3
 GR1835'MILE WEST-NORTHWEST FROM A GATE IN THE STATE-LINE FENCE, 20
 GR1835'FEET SOUTH OF THE MIDDLE OF THE TRACK ROAD, AND 3-1/2 FEET
 GR1835'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1303 ***********************************************************************
 JR1303  DESIGNATION -  GRAY
 JR1303  PID         -  JR1303
 JR1303  STATE/COUNTY-  NV/LYON
 JR1303  USGS QUAD   -  YERINGTON SE (1986)
 JR1303
 JR1303                         *CURRENT SURVEY CONTROL
 JR1303  ___________________________________________________________________
 JR1303* NAD 83(1994)-  38 49 20.49983(N)    119 00 53.13903(W)     ADJUSTED  
 JR1303* NAVD 88     -      1772.6    (meters)    5816.     (feet)  VERTCON   
 JR1303  ___________________________________________________________________
 JR1303  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 JR1303  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 JR1303
 JR1303  HORZ ORDER  -  THIRD
 JR1303
 JR1303.The horizontal coordinates were established by classical geodetic methods
 JR1303.and adjusted by the National Geodetic Survey in June 1998..
 JR1303
 JR1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1303
 JR1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1303
 JR1303.The geoid height was determined by GEOID03.
 JR1303
 JR1303;                    North         East     Units Scale Factor Converg.
 JR1303;SPC NV W     - 4,451,968.514   762,537.387   MT  0.99991728   -0 16 13.7
 JR1303;SPC NV W     -14,606,166.70  2,501,758.08   sFT  0.99991728   -0 16 13.7
 JR1303;UTM  11      - 4,298,992.408   325,095.137   MT  0.99997672   -1 15 48.2
 JR1303
 JR1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1303!SPC NV W     -   0.99972584  x   0.99991728  =   0.99964314
 JR1303!UTM  11      -   0.99972584  x   0.99997672  =   0.99970256
 JR1303
 JR1303|---------------------------------------------------------------------|
 JR1303| PID    Reference Object                     Distance      Geod. Az  |
 JR1303|                                                           dddmmss.s |
 JR1303| CS8837 GRAY RM 2                            22.068 METERS 10627     |
 JR1303| CS8836 GRAY RM 1                             7.498 METERS 33103     |
 JR1303|---------------------------------------------------------------------|
 JR1303
 JR1303                          SUPERSEDED SURVEY CONTROL
 JR1303
 JR1303  NAD 83(1992)-  38 49 20.50421(N)    119 00 53.12461(W) AD(       ) 3
 JR1303  NGVD 29 (03/15/94) 1771.5    (m)         5812.     (f) VERT ANG       
 JR1303
 JR1303.Superseded values are not recommended for survey control.
 JR1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1303.See file dsdata.txt to determine how the superseded data were derived.
 JR1303
 JR1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC2509598992(NAD 83)
 JR1303_MARKER: DS = TRIANGULATION STATION DISK
 JR1303_SETTING: 66 = SET IN ROCK OUTCROP
 JR1303_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JR1303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR1303+STABILITY: POSITION/ELEVATION WELL
 JR1303
 JR1303  HISTORY     - Date     Condition        Report By
 JR1303  HISTORY     - 1955     MONUMENTED       USGS
 JR1303  HISTORY     - 1963     GOOD             USGS
 JR1303
 JR1303                          STATION DESCRIPTION
 JR1303
 JR1303'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JR1303'LOCATED ABOUT 15 MI SE. OF YERINGTON, 14 MI SW. OF SCHURZ.  ON
 JR1303'NORTHERN EXTREMITY OF GRAY HILLS 0.5 MI NW. OF HIGHEST POINT.
 JR1303'
 JR1303'TO REACH FROM INTERSECTION OF U.S. HWY. 95A AND STATE HWY. 3 IN
 JR1303'YERINGTON, DRIVE 10 MI S. ON STATE HWY. 3 TO T-RD. E.  TURN LEFT
 JR1303'ON DIRT RD. 3.8 MI TO X-RDS., CONTINUE STRAIGHT AHEAD 1.8 MI TO
 JR1303'RD. FORKS.  TAKE RIGHT FORK 1.2 MI TO RD. FORKS IN DRAIN.  TAKE
 JR1303'MI TO DRAIN FORKS.  TAKE RIGHT FORK 0.2 MI TO 3-WAY DRAIN FORKS,
 JR1303'CONTINUE UP CENTER DRAIN 0.2 MI TO SMALL DRAIN FORKS.  TURN SHARP
 JR1303'RIGHT UP RIDGE 0.3 MI TO SADDLE AND END OF RD.  PACK NW. TO
 JR1303'HIGHEST POINT AND STATION.  A 5-MINUTE PACK.  (4-WHEEL DRIVE
 JR1303'NECESSARY)
 JR1303'
 JR1303'STATION MARK--STANDARD TABLET STAMPED---GRAY 1955---, CEMENTED IN
 JR1303'DRILL HOLE IN GRANITE OUTCROP.
 JR1303'
 JR1303'RM 1--STANDARD RM TABLET STAMPED---NO 1 1955---, CEMENTED IN DRILL
 JR1303'HOLE IN GRANITE OUTCROP.
 JR1303'
 JR1303'RM 2--STANDARD RM TABLET STAMPED---NO 2 1955---, CEMENTED IN DRILL
 JR1303'HOLE IN GRANITE BOULDER.
 JR1303
 JR1303                          STATION RECOVERY (1963)
 JR1303
 JR1303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JR1303'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0817 ***********************************************************************
 MT0817  DESIGNATION -  GRAYS
 MT0817  PID         -  MT0817
 MT0817  STATE/COUNTY-  NV/ELKO
 MT0817  USGS QUAD   -  WELCOME (1967)
 MT0817
 MT0817                         *CURRENT SURVEY CONTROL
 MT0817  ___________________________________________________________________
 MT0817* NAD 83(1994)-  41 01 25.58367(N)    115 06 17.33505(W)     ADJUSTED  
 MT0817* NAVD 88     -      3254.2    (meters)   10676.     (feet)  VERTCON   
 MT0817  ___________________________________________________________________
 MT0817  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 MT0817  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 MT0817
 MT0817  HORZ ORDER  -  FIRST
 MT0817
 MT0817.The horizontal coordinates were established by classical geodetic methods
 MT0817.and adjusted by the National Geodetic Survey in June 1998..
 MT0817
 MT0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0817
 MT0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0817
 MT0817.The geoid height was determined by GEOID03.
 MT0817
 MT0817;                    North         East     Units Scale Factor Converg.
 MT0817;SPC NV E     - 8,696,395.744   240,241.776   MT  0.99991992   +0 18 50.7
 MT0817;SPC NV E     -28,531,425.04    788,193.23   sFT  0.99991992   +0 18 50.7
 MT0817;UTM  11      - 4,543,126.117   659,334.732   MT  0.99991247   +1 14 39.1
 MT0817
 MT0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0817!SPC NV E     -   0.99949252  x   0.99991992  =   0.99941248
 MT0817!UTM  11      -   0.99949252  x   0.99991247  =   0.99940504
 MT0817
 MT0817:                Primary Azimuth Mark                     Grid Az
 MT0817:SPC NV E     -  BEACON 45=BELL TEL MICRO REL TWR KOB 81  007 32 09.7
 MT0817:UTM  11      -  BEACON 45=BELL TEL MICRO REL TWR KOB 81  006 36 21.3
 MT0817
 MT0817|---------------------------------------------------------------------|
 MT0817| PID    Reference Object                     Distance      Geod. Az  |
 MT0817|                                                           dddmmss.s |
 MT0817| MT0818 BEACON 45=BELL TEL MICRO REL TWR KO APPROX. 8.8 KM 0075100.4 |
 MT0817| LQ0676 SAN FRAN SALT LK AWY BCN 48         APPROX.31.3 KM 1260024.5 |
 MT0817| DD5947 GRAYS RM 2                            5.724 METERS 15423     |
 MT0817| DD5945 GRAYS AZ MK                                        1694056.5 |
 MT0817| DD5946 GRAYS RM 1                            4.793 METERS 31530     |
 MT0817|---------------------------------------------------------------------|
 MT0817
 MT0817                          SUPERSEDED SURVEY CONTROL
 MT0817
 MT0817  NAD 83(1994)-  41 01 25.58319(N)    115 06 17.33201(W) AD(       ) 1
 MT0817  NAD 83(1986)-  41 01 25.58124(N)    115 06 17.33037(W) AD(       ) 1
 MT0817  NAD 27      -  41 01 25.86158(N)    115 06 14.15168(W) AD(       ) 1
 MT0817  NGVD 29 (07/19/86) 3252.8    (m)        10672.     (f) VERT ANG       
 MT0817
 MT0817.Superseded values are not recommended for survey control.
 MT0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0817.See file dsdata.txt to determine how the superseded data were derived.
 MT0817
 MT0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF5933543126(NAD 83)
 MT0817_MARKER: DS = TRIANGULATION STATION DISK
 MT0817_SETTING: 66 = SET IN ROCK OUTCROP
 MT0817_SP_SET: PARTIALLY EXPOSED BEDROCK
 MT0817
 MT0817  HISTORY     - Date     Condition        Report By
 MT0817  HISTORY     - 1940     MONUMENTED       CGS
 MT0817  HISTORY     - 1965     GOOD             CGS
 MT0817
 MT0817                          STATION DESCRIPTION
 MT0817
 MT0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0817'STATION IS LOCATED IN THE HUMBOLDT NATIONAL FOREST ON THE
 MT0817'HIGHEST POINT OF GRAYS PEAK, WHICH IS THE NORTHERNMOST HIGH
 MT0817'PEAK OF THE HUMBOLDT RANGE OF MOUNTAINS.  GRAY PEAK IS ABOUT
 MT0817'10 MILES SW OF WELLS.  THE HIGHEST PEAK OF THE HUMBOLDT RANGE
 MT0817'IS ABOUT 5 MILES W OF S FROM GRAYS PEAK.
 MT0817'
 MT0817'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK ON
 MT0817'HIGHEST POINT OF MOUNTAIN, ABOUT 20 FEET SW OF THE N EDGE OF THE
 MT0817'RIDGE.  STAMPED GRAYS 1940.
 MT0817'
 MT0817'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK
 MT0817'ABOUT 16 FEET NW OF STATION AND ABOUT 4 FEET LOWER THAN STATION.
 MT0817'STAMPED GRAYS NO. 1 1940.
 MT0817'
 MT0817'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK
 MT0817'ABOUT 19 FEET SE OF STATION AND ABOUT 1 FOOT LOWER THAN STATION.
 MT0817'STAMPED GRAYS NO. 2 1940.
 MT0817'
 MT0817'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A LARGE BOULDER
 MT0817'ABOUT 0.1 MILE S OF STATION AND ABOUT 150 FEET LOWER IN
 MT0817'ELEVATION ON THE FIRST ROUNDED POINT S OF STATION NEAR THE N
 MT0817'EDGE OF THE RIDGE.  STAMPED GRAYS 1940.
 MT0817'
 MT0817'STATION IS REACHED FROM SUPP BROTHERS GARAGE IN WELLS ON U.S.
 MT0817'HIGHWAY 40, BY GOING WESTERLY ON U.S. HIGHWAY 40 FOR 7.7 MILES
 MT0817'TO THE WELCOME AUTO COURT ON RIGHT.  CONTINUE ON FOR 0.1
 MT0817'MILE TO WHERE AN OLD ROAD LEADS LEFT OFF THE MAIN HIGHWAY.
 MT0817'TURN LEFT ON OLD ROAD AND FOLLOW IT FOR 6.8 MILES TO A WIRE
 MT0817'GATE ON LEFT.  WIRE GATE IS 0.3 MILE BEFORE REACHING
 MT0817'SCHOOLHOUSE.  TURN LEFT E.  PASS THOUGH GATE, FOLLOW TRACK ROAD
 MT0817'FOR ABOUT 300 YARDS TO FORKS.  TAKE LEFT FORK FOR 0.9 MILE
 MT0817'TO WIRE GATE.  PASS THROUGH GATE, KEEP LEFT ON DIM TRACK ROAD
 MT0817'UP RIDGE FOR 0.6 MILE TO WIRE GATE AND U.S. FOREST SERVICE
 MT0817'SIGN PLEASE CLOSE GATE.  CONTINUE ON TRACK ROAD UP RIDGE
 MT0817'FOR 0.7 MILE TO WIRE GATE.  PASS THROUGH GATE AND
 MT0817'CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO WHERE ROAD CROSSES
 MT0817'CREEK.  CONTINUE ACROSS CREEK AND UP RIDGE TO RIGHT TO TOP
 MT0817'OF MAIN RIDGE AND CONTINUE ALONG TOP OF RIDGE IN AN EASTERLY
 MT0817'DIRECTION AS FAR AS TRUCK WILL GO, ABOUT 1 MILE.  PACK
 MT0817'EASTERLY UP MAIN RIDGE TO TOP OF DIVIDE.  THENCE N ALONG
 MT0817'DIVIDE TO HIGHEST POINT AND STATION (2-1/2 HOUR PACK.  HORSES
 MT0817'CAN BE OBTAINED FROM CHARLES WELLS, IN DEETH, NEVADA).
 MT0817
 MT0817                          STATION RECOVERY (1965)
 MT0817
 MT0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 MT0817'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MT0817'THE DISTANCE TO THE REFERENCE MARKS CHECKED.  A DIFFERENCE
 MT0817'IN DIRECTION TO THE REFERENCE MARKS WAS OBSERVED AND A SECOND
 MT0817'SET OF OBSERVATIONS MEANED THE FIRST.  THE DIRECTION TO THE
 MT0817'AZIMUTH MARK CHECKED.  DUE TO CHANGES IN TO REACH A COMPLETE
 MT0817'NEW DESCRIPTION FOLLOWS.  CONSIDERABLE TIME AND EFFORT WAS
 MT0817'SPENT IN AN UNSUCCESSFUL ATTEMPT TO APPROACH STATION FROM
 MT0817'EAST SIDE OF RANGE.
 MT0817'
 MT0817'STATION IS LOCATED IN THE HUMBOLDT NATIONAL FOREST ON THE
 MT0817'HIGHEST POINT OF GRAYS PEAK, WHICH IS THE NORTHERN MOST HIGH
 MT0817'PEAK OF THE HUMBOLDT RANGE OF MOUNTAINS AND IS 10 MILES SOUTHWEST
 MT0817'OF WELLS.  (THE HIGHEST PEAK OF THE HUMBOLDT RANGE IS ABOUT
 MT0817'5 MILES SOUTH-SOUTHWEST OF GRAYS PEAK.
 MT0817'
 MT0817'TO REACH BY HELICOPTER FROM SECRET PASS, WHICH IS ABOUT 23
 MT0817'MILES SOUTHWEST OF WELLS OR 27 MILES EAST OF ELKO, FLY MAGNETIC
 MT0817'NORTH FOR ABOUT 20 MINUTES OR 14 MILES TO GRAYS PEAK WHICH IS
 MT0817'THE NORTHERN MOST HIGH PEAK OF THE HUMBOLDT RANGE OF MOUNTAINS.
 MT0817'THIS PEAK IS HIGHEST IN VICINITY AND VERY PROMINENT.
 MT0817'
 MT0817'STATION MARK, IS A STANDARD TRIANGULATION DISK STAMPED GRAYS
 MT0817'1940, IS SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GENERAL
 MT0817'AREA.  THE MARK IS 10 FEET WEST-NORTHWEST OF A CAIRN AND
 MT0817'HIGHEST POINT OF PEAK AND 20 FEET SOUTHWEST OF THE NORTH EDGE
 MT0817'OF THE RIDGE.
 MT0817'
 MT0817'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED GRAYS NO
 MT0817'1 1940, IS SET FLUSH IN BEDROCK.  THE MARK IS ABOUT 3 FEET
 MT0817'LOWER IN ELEVATION THAN THE STATION MARK AND 24 FEET NORTHWEST
 MT0817'OF CAIRN.
 MT0817'
 MT0817'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED GRAYS NO 2
 MT0817'1940, IS SET IN A DRILL HOLE IN BEDROCK.  THE MARK IS ABOUT
 MT0817'1 FOOT LOWER IN ELEVATION THAN THE STATION MARK AND 14.5 FEET
 MT0817'SOUTH OF CAIRN .
 MT0817'
 MT0817'AZIMUTH MARK, A STANDARD DISK SET IN A DRILL HOLE IN A LARGE
 MT0817'BOULDER WHICH IS 12 BY 12 FEET IN SIZE AND PROJECTS ABOUT
 MT0817'6 FEET ABOVE THE GROUND.  THE MARK IS STAMPED GRAYS 1940, IS
 MT0817'ON THE SOUTH SIDE OF THE FIRST ROUNDED POINT AND IS 35 FEET
 MT0817'WEST OF CLIFF TO THE EAST.
 MT0817'
 MT0817'ALL MARKS HAVE A RING OF ORANGE FLORESCENT PAINT AROUND THEM.
 MT0817'
 MT0817'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MT0817'
 MT0817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 MT0817'SOUTHWEST OF WELLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0412 ***********************************************************************
 KP0412  DESIGNATION -  GREEN
 KP0412  PID         -  KP0412
 KP0412  STATE/COUNTY-  NV/WHITE PINE
 KP0412  USGS QUAD   -  GREEN SPRINGS (1990)
 KP0412
 KP0412                         *CURRENT SURVEY CONTROL
 KP0412  ___________________________________________________________________
 KP0412* NAD 83(1994)-  39 05 08.80994(N)    115 31 40.36136(W)     ADJUSTED  
 KP0412* NAVD 88     -      2356.3    (meters)    7731.     (feet)  VERTCON   
 KP0412  ___________________________________________________________________
 KP0412  LAPLACE CORR-           6.79  (seconds)                    DEFLEC99
 KP0412  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 KP0412
 KP0412  HORZ ORDER  -  FIRST
 KP0412
 KP0412.The horizontal coordinates were established by classical geodetic methods
 KP0412.and adjusted by the National Geodetic Survey in June 1998..
 KP0412
 KP0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0412
 KP0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0412
 KP0412.The geoid height was determined by GEOID03.
 KP0412
 KP0412;                    North         East     Units Scale Factor Converg.
 KP0412;SPC NV E     - 8,481,122.040   204,797.597   MT  0.99990028   +0 02 05.9
 KP0412;SPC NV E     -27,825,147.89    671,906.78   sFT  0.99990028   +0 02 05.9
 KP0412;SPC NV C     - 6,481,737.919   598,521.420   MT  1.00001948   +0 43 05.0
 KP0412;SPC NV C     -21,265,501.82  1,963,649.03   sFT  1.00001948   +0 43 05.0
 KP0412;UTM  11      - 4,327,327.201   627,322.454   MT  0.99979961   +0 55 41.8
 KP0412
 KP0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0412!SPC NV E     -   0.99963377  x   0.99990028  =   0.99953408
 KP0412!SPC NV C     -   0.99963377  x   1.00001948  =   0.99965324
 KP0412!UTM  11      -   0.99963377  x   0.99979961  =   0.99943345
 KP0412
 KP0412|---------------------------------------------------------------------|
 KP0412| PID    Reference Object                     Distance      Geod. Az  |
 KP0412|                                                           dddmmss.s |
 KP0412| DD5949 GREEN RM 1                            9.294 METERS 02206     |
 KP0412| DD5950 GREEN RM 2                            4.464 METERS 17501     |
 KP0412| DD5948 GREEN AZ MK                                        2031547.3 |
 KP0412|---------------------------------------------------------------------|
 KP0412
 KP0412                          SUPERSEDED SURVEY CONTROL
 KP0412
 KP0412  NAD 83(1986)-  39 05 08.80560(N)    115 31 40.36075(W) AD(       ) 1
 KP0412  NAD 27      -  39 05 09.04600(N)    115 31 37.23700(W) AD(       ) 1
 KP0412  NGVD 29 (07/19/86) 2355.0    (m)         7726.     (f) VERT ANG       
 KP0412
 KP0412.Superseded values are not recommended for survey control.
 KP0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0412.See file dsdata.txt to determine how the superseded data were derived.
 KP0412
 KP0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD2732227327(NAD 83)
 KP0412_MARKER: DS = TRIANGULATION STATION DISK
 KP0412_SETTING: 66 = SET IN ROCK OUTCROP
 KP0412
 KP0412  HISTORY     - Date     Condition        Report By
 KP0412  HISTORY     - 1939     MONUMENTED       CGS
 KP0412  HISTORY     - 1967     GOOD             USGS
 KP0412  HISTORY     - 1967     GOOD             USGS
 KP0412
 KP0412                          STATION DESCRIPTION
 KP0412
 KP0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 KP0412'STATION IS LOCATED ABOUT 4 MILES E OF GREEN SPRINGS RANCH, ABOUT
 KP0412'1-1/2 MILES N OF MUD SPRINGS, ON A HIGH HILL WITH THREE BUMPS,
 KP0412'THE SOUTHERN BUMP BEING THE LOWEST OF THE THREE.  THE STATION IS
 KP0412'ON THE MIDDLE BUMP WHICH IS SOMEWHAT HIGHER THAN THE SOUTHERN
 KP0412'ONE, BUT LOWER THAN THE NORTHERN ONE.
 KP0412'
 KP0412'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 KP0412'DISKS WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 KP0412'
 KP0412'STATION IS MARKED BY A STANDARD DISK SET IN BEDROCK ON HIGHEST
 KP0412'POINT OF RIDGE, STAMPED GREEN 1938.
 KP0412'
 KP0412'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN LEDGE ROCK ABOUT
 KP0412'30-1/2 FEET NXE OF THE STATION, STAMPED GREEN NO. 1 1938.
 KP0412'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN BEDROCK ABOUT
 KP0412'14-1/2 FEET S OF STATION, ABOUT 20 FEET SE OF A THICK TRUNKED
 KP0412'CEDAR TREE, STAMPED GREEN NO. 2 1938.
 KP0412'
 KP0412'AZIMUTH MARK IS A STANDARD DISK SET IN BEDROCK ABOUT 1/3 MILE
 KP0412'SSW OF STATION ON TOP OF THE NEXT LOWER BUMP OF THE SAME RIDGE,
 KP0412'ABOUT 200 FEET LOWER THAN STATION.  MARK IS SET IN BEDROCK FLUSH
 KP0412'WITH THE GROUND ABOUT 2 FEET W OF A SMALL ROCK CAIRN.  IT IS
 KP0412'STAMPED, GREEN 1938.
 KP0412'
 KP0412'REACHED FROM GREEN SPRINGS RANCH BY GOING S ON THE BULL CREEK
 KP0412'ROAD FOR 0.9 MILE.  TURN LEFT, E, AND GO 5.0 MILES TO MUD
 KP0412'SPRINGS, TURN LEFT, NE, UP THE CANYON AND GO 0.3 MILE TO END
 KP0412'OF TRUCK TRAVEL.  FROM HERE PACK ACROSS CANYON IN A N DIRECTION
 KP0412'AND FOLLOW UP THE RIDGE TO THE FIRST OR LOWEST BUMP.  CONTINUE
 KP0412'ANOTHER 0.3 MILE TO THE CENTER OR MIDDLE BUMP AND STATION.
 KP0412'A 1-1/4 HOUR PACK.
 KP0412
 KP0412                          STATION RECOVERY (1967)
 KP0412
 KP0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (BSB)
 KP0412'THE OLD DESCRIPTION IS ADEQUATE R.M. 1 WAS NOT RECOVERED.
 KP0412
 KP0412                          STATION RECOVERY (1967)
 KP0412
 KP0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KP0412'DESCRIBED BY NGS IN 1939 IN DESCRIPTION LIST 39 115 3, STATION
 KP0412'1011.  RM 1 NOT RECOVERED.  STATION REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0688 ***********************************************************************
 LQ0688  DESIGNATION -  GREEN
 LQ0688  PID         -  LQ0688
 LQ0688  STATE/COUNTY-  NV/ELKO
 LQ0688  USGS QUAD   -  VERDI PEAK (1991)
 LQ0688
 LQ0688                         *CURRENT SURVEY CONTROL
 LQ0688  ___________________________________________________________________
 LQ0688* NAD 83(1994)-  40 42 37.49655(N)    115 17 59.05659(W)     ADJUSTED  
 LQ0688* NAVD 88     -      3302.8    (meters)   10836.     (feet)  VERTCON   
 LQ0688  ___________________________________________________________________
 LQ0688  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 LQ0688  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 LQ0688
 LQ0688  HORZ ORDER  -  SECOND
 LQ0688
 LQ0688.The horizontal coordinates were established by classical geodetic methods
 LQ0688.and adjusted by the National Geodetic Survey in June 1998..
 LQ0688
 LQ0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0688
 LQ0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0688
 LQ0688.The geoid height was determined by GEOID03.
 LQ0688
 LQ0688;                    North         East     Units Scale Factor Converg.
 LQ0688;SPC NV E     - 8,661,528.828   223,962.093   MT  0.99990707   +0 11 05.9
 LQ0688;SPC NV E     -28,417,032.50    734,782.30   sFT  0.99990707   +0 11 05.9
 LQ0688;UTM  11      - 4,508,001.405   643,621.845   MT  0.99985390   +1 06 33.0
 LQ0688
 LQ0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0688!SPC NV E     -   0.99948499  x   0.99990707  =   0.99939211
 LQ0688!UTM  11      -   0.99948499  x   0.99985390  =   0.99933897
 LQ0688
 LQ0688|---------------------------------------------------------------------|
 LQ0688| PID    Reference Object                     Distance      Geod. Az  |
 LQ0688|                                                           dddmmss.s |
 LQ0688| DD5951 GREEN RM 1                            7.435 METERS 05027     |
 LQ0688| DD5952 GREEN RM 2                            5.978 METERS 20700     |
 LQ0688| LQ0696 SAGE                                APPROX.24.0 KM 3282615.8 |
 LQ0688|---------------------------------------------------------------------|
 LQ0688
 LQ0688                          SUPERSEDED SURVEY CONTROL
 LQ0688
 LQ0688  NAD 83(1994)-  40 42 37.49670(N)    115 17 59.05141(W) AD(       ) 2
 LQ0688  NAD 83(1986)-  40 42 37.49576(N)    115 17 59.05156(W) AD(       ) 2
 LQ0688  NAD 27      -  40 42 37.76441(N)    115 17 55.86171(W) AD(       ) 2
 LQ0688  NGVD 29 (07/19/86) 3301.3    (m)        10831.     (f) VERT ANG       
 LQ0688
 LQ0688.Superseded values are not recommended for survey control.
 LQ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0688.See file dsdata.txt to determine how the superseded data were derived.
 LQ0688
 LQ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF4362208001(NAD 83)
 LQ0688_MARKER: DS = TRIANGULATION STATION DISK
 LQ0688_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0688_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 LQ0688
 LQ0688  HISTORY     - Date     Condition        Report By
 LQ0688  HISTORY     - 1965     MONUMENTED       CGS
 LQ0688
 LQ0688                          STATION DESCRIPTION
 LQ0688
 LQ0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0688'THE STATION IS LOCATED ON THE TOP OF A NARROW NORTH-SOUTH
 LQ0688'RIDGE WHICH OVER LOOKS TWO SMALL LAKES AT THE HEAD OF A BOX
 LQ0688'CANYON ABOUT 0.1 MILE WEST OF THE STATION AND 400 FEET LOWER
 LQ0688'THAN THE STATION.  IT IS 44 MILES AIRLINE NORTHWEST OF CURRIE,
 LQ0688'42 MILES SOUTHWEST OF WELLS AND 27 MILES EAST OF ELKO.  IT IS
 LQ0688'ABOUT 2 MILES NORTH-NORTHEAST OF THE HIGHEST PART OF GREEN
 LQ0688'MOUNTAIN AND ABOUT 2 MILES SOUTHWEST OF THE RUBY RANGER
 LQ0688'STATION.
 LQ0688'
 LQ0688'THE STATION MARK IS A STANDARD DISK STAMPED GREEN 1965.  IT IS
 LQ0688'SET IN A DRILL HOLE IN BEDROCK ON THE TOP OF THE NARROW RIDGE
 LQ0688'ABOUT 100 FEET SOUTH OF THE HIGHEST PART OF THE RIDGE.
 LQ0688'
 LQ0688'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GREEN NO 1 1965.
 LQ0688'IT IS SET IN A DRILL HOLE IN BEDROCK WHICH IS ABOUT 2 FEET
 LQ0688'LOWER THAN THE STATION.
 LQ0688'
 LQ0688'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GREEN NO 2 1965.
 LQ0688'IT IS SET IN A DRILL HOLE IN BEDROCK WHICH IS ABOUT 2 FEET
 LQ0688'HIGHER THAN THE STATION.
 LQ0688'
 LQ0688'NO AZIMUTH MARK WAS SET AT THIS STATION.
 LQ0688'
 LQ0688'THE STATION WAS VISITED BY HELICOPTER, IT WOULD APPEAR POSSIBLE
 LQ0688'TO PACK EAST ALONG SOLDIERS CREEK TO THE TWO SMALL LAKES AT
 LQ0688'THE HEAD OF THE BOX CANYON, THENCE SOUTH TO THE TOP OF THE RIDGE,
 LQ0688'THENCE EAST AND NORTH ALONG THE RIDGE TO THE STATION.
 LQ0688'
 LQ0688'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0708 ***********************************************************************
 LQ0708  DESIGNATION -  GREEN MOUNTAIN
 LQ0708  PID         -  LQ0708
 LQ0708  STATE/COUNTY-  NV/ELKO
 LQ0708  USGS QUAD   -  GREEN MOUNTAIN (1985)
 LQ0708
 LQ0708                         *CURRENT SURVEY CONTROL
 LQ0708  ___________________________________________________________________
 LQ0708* NAD 83(1994)-  40 23 44.27108(N)    115 30 24.07999(W)     ADJUSTED  
 LQ0708* NAVD 88     -                                                        
 LQ0708  ___________________________________________________________________
 LQ0708  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 LQ0708  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 LQ0708
 LQ0708  HORZ ORDER  -  THIRD
 LQ0708
 LQ0708.The horizontal coordinates were established by classical geodetic methods
 LQ0708.and adjusted by the National Geodetic Survey in June 1998..
 LQ0708
 LQ0708
 LQ0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0708
 LQ0708.The geoid height was determined by GEOID03.
 LQ0708
 LQ0708;                    North         East     Units Scale Factor Converg.
 LQ0708;SPC NV E     - 8,626,541.093   206,506.386   MT  0.99990052   +0 02 58.8
 LQ0708;SPC NV E     -28,302,243.57    677,513.03   sFT  0.99990052   +0 02 58.8
 LQ0708;UTM  11      - 4,472,740.300   626,732.221   MT  0.99979770   +0 58 04.4
 LQ0708
 LQ0708                          SUPERSEDED SURVEY CONTROL
 LQ0708
 LQ0708  NAD 83(1986)-  40 23 44.26904(N)    115 30 24.07524(W) AD(       ) 4
 LQ0708  NAD 27      -  40 23 44.56184(N)    115 30 20.74294(W) AD(       ) 3
 LQ0708
 LQ0708.Superseded values are not recommended for survey control.
 LQ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0708.See file dsdata.txt to determine how the superseded data were derived.
 LQ0708
 LQ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE2673272740(NAD 83)
 LQ0708_MARKER: 03 = MOUNTAIN PEAK
 LQ0708
 LQ0708  HISTORY     - Date     Condition        Report By
 LQ0708  HISTORY     - 1947     FIRST OBSERVED   CGS
 LQ0708
 LQ0708                          STATION DESCRIPTION
 LQ0708
 LQ0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0708'ABOUT 33 MILES (AIRLINE) SOUTH-SOUTHEAST OF ELKO, ABOUT
 LQ0708'8-1/2 MILES (AIRLINE) EAST-SOUTHEAST OF JIGGS.  THE HIGHEST
 LQ0708'POINT OF GREEN MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9360 ***********************************************************************
 AH9360  DESIGNATION -  GREEN MOUNTAIN
 AH9360  PID         -  AH9360
 AH9360  STATE/COUNTY-  NV/ELKO
 AH9360  USGS QUAD   -  GREEN MOUNTAIN (1985)
 AH9360
 AH9360                         *CURRENT SURVEY CONTROL
 AH9360  ___________________________________________________________________
 AH9360* NAD 83(1994)-  40 23 44.28108(N)    115 30 23.92078(W)     ADJUSTED  
 AH9360* NAVD 88     -      3257.0    (meters)   10686.     (feet)  VERTCON   
 AH9360  ___________________________________________________________________
 AH9360  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 AH9360  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 AH9360
 AH9360  HORZ ORDER  -  THIRD
 AH9360
 AH9360.The horizontal coordinates were established by classical geodetic methods
 AH9360.and adjusted by the National Geodetic Survey in March 1999..
 AH9360
 AH9360.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9360
 AH9360.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9360
 AH9360.The geoid height was determined by GEOID03.
 AH9360
 AH9360;                    North         East     Units Scale Factor Converg.
 AH9360;SPC NV E     - 8,626,541.404   206,510.140   MT  0.99990052   +0 02 58.9
 AH9360;SPC NV E     -28,302,244.59    677,525.35   sFT  0.99990052   +0 02 58.9
 AH9360;UTM  11      - 4,472,740.671   626,735.969   MT  0.99979772   +0 58 04.5
 AH9360
 AH9360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9360!SPC NV E     -   0.99949227  x   0.99990052  =   0.99939284
 AH9360!UTM  11      -   0.99949227  x   0.99979772  =   0.99929009
 AH9360
 AH9360                          SUPERSEDED SURVEY CONTROL
 AH9360
 AH9360  NGVD 29 (03/11/99) 3255.6    (m)        10681.     (f) VERT ANG       
 AH9360
 AH9360.Superseded values are not recommended for survey control.
 AH9360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9360.See file dsdata.txt to determine how the superseded data were derived.
 AH9360
 AH9360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE2673672741(NAD 83)
 AH9360_MARKER: DS = TRIANGULATION STATION DISK
 AH9360_SETTING: 66 = SET IN ROCK OUTCROP
 AH9360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9360+STABILITY: POSITION/ELEVATION WELL
 AH9360
 AH9360  HISTORY     - Date     Condition        Report By
 AH9360  HISTORY     - 1966     MONUMENTED       CGS
 AH9360
 AH9360                          STATION DESCRIPTION
 AH9360
 AH9360'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AH9360'LOCATED 9 MI WSW OF JIGGS, 5 MI W OF ROCKHOUSE RANCH,4.5 MI N OF HAR-
 AH9360'RISON PASS ON A PROMINENT TOP KNOWN LOCALLY AS GREEN MOUNTAIN. TO
 AH9360'REACH FROM JIGGS, GO S ON NEVADA ROUTE 46 FOR 3.2 MI TO RD FORKS, TAKE
 AH9360'LEFT FORK---PAVED---AND GO 12.1 MI TO HARRISON PASS AND TRACK RD
 AH9360'CROSSING, TURN LEFT AND GO 2.5 MI.  FOUR-WHEEL DRIVE CAN GO FURTHER
 AH9360'BUT TRAIL BECOMES NARROW AND ROCKY.  PACK E TO TOP OF RIDGE THEN N
 AH9360'ALONG RIDGE TO HIGHEST TOP AND STATION.  A 3-HOUR PACK. STATION
 AH9360'MARK--STANDARD TABLET STAMPED---GREEN MTN 1966---CEMENTED IN DRILL
 AH9360'HOLE IN ROCK OUTCROP. REFERENCE MARK NO. 1--STANDARD TABLET CEMENTED
 AH9360'IN DRILL HOLE IN ROCK OUTCROP, 30.99 FT FROM STATION MARK AND 7.9 FT
 AH9360'LOWER IN DIRECTI 35 DEGREE 35 MINUTE. REFERENCE MARK NO. 2--STANDARD
 AH9360'TABLET CEMENTED IN DRILL HOLE IN ROCK OUTCROP, 44.64 FT FROM STATION
 AH9360'MARK AND 8.3 FT LOWER IN DIRECTI 295 DEGREE 41 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0709 ***********************************************************************
 LQ0709  DESIGNATION -  GREGOR
 LQ0709  PID         -  LQ0709
 LQ0709  STATE/COUNTY-  NV/ELKO
 LQ0709  USGS QUAD   -  GREEN MOUNTAIN (1985)
 LQ0709
 LQ0709                         *CURRENT SURVEY CONTROL
 LQ0709  ___________________________________________________________________
 LQ0709* NAD 83(1994)-  40 23 27.96136(N)    115 35 11.21400(W)     ADJUSTED  
 LQ0709* NAVD 88     -      2491.1    (meters)    8173.     (feet)  VERTCON   
 LQ0709  ___________________________________________________________________
 LQ0709  LAPLACE CORR-          12.13  (seconds)                    DEFLEC99
 LQ0709  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 LQ0709
 LQ0709  HORZ ORDER  -  FIRST
 LQ0709
 LQ0709.The horizontal coordinates were established by classical geodetic methods
 LQ0709.and adjusted by the National Geodetic Survey in June 1998..
 LQ0709
 LQ0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0709
 LQ0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0709
 LQ0709.The geoid height was determined by GEOID03.
 LQ0709
 LQ0709;                    North         East     Units Scale Factor Converg.
 LQ0709;SPC NV E     - 8,626,035.253   199,735.548   MT  0.99990000   -0 00 07.3
 LQ0709;SPC NV E     -28,300,583.99    655,299.04   sFT  0.99990000   -0 00 07.3
 LQ0709;UTM  11      - 4,472,126.096   619,971.122   MT  0.99977717   +0 54 57.9
 LQ0709
 LQ0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0709!SPC NV E     -   0.99961234  x   0.99990000  =   0.99951238
 LQ0709!UTM  11      -   0.99961234  x   0.99977717  =   0.99938959
 LQ0709
 LQ0709|---------------------------------------------------------------------|
 LQ0709| PID    Reference Object                     Distance      Geod. Az  |
 LQ0709|                                                           dddmmss.s |
 LQ0709| DD5955 GREGOR RM 2                           6.749 METERS 00033     |
 LQ0709| DD5954 GREGOR RM 1                           8.053 METERS 22427     |
 LQ0709| DD5953 GREGOR AZ MK                                       3144944.1 |
 LQ0709|---------------------------------------------------------------------|
 LQ0709
 LQ0709                          SUPERSEDED SURVEY CONTROL
 LQ0709
 LQ0709  NAD 83(1986)-  40 23 27.96048(N)    115 35 11.20793(W) AD(       ) 1
 LQ0709  NAD 27      -  40 23 28.20610(N)    115 35 08.01397(W) AD(       ) 1
 LQ0709  NGVD 29 (03/11/99) 2489.9    (m)         8169.     (f) VERT ANG       
 LQ0709
 LQ0709.Superseded values are not recommended for survey control.
 LQ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0709.See file dsdata.txt to determine how the superseded data were derived.
 LQ0709
 LQ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE1997172126(NAD 83)
 LQ0709_MARKER: DS = TRIANGULATION STATION DISK
 LQ0709_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0709+STABILITY: POSITION/ELEVATION WELL
 LQ0709
 LQ0709  HISTORY     - Date     Condition        Report By
 LQ0709  HISTORY     - 1947     MONUMENTED       CGS
 LQ0709  HISTORY     - 1966     GOOD             USGS
 LQ0709
 LQ0709                          STATION DESCRIPTION
 LQ0709
 LQ0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0709'THE STATION IS ABOUT 4 MILES EAST SOUTHEAST OF JIGGS, ON THE
 LQ0709'WEST SHOULDER OF A HIGH ROCKY HILL.
 LQ0709'
 LQ0709'TO REACH THE STATION FROM JIGGS GO SOUTH ON THE EUREKA ROAD
 LQ0709'FOR 0.4 MILE TO A RANCH ROAD LEFT.  TURN LEFT AND GO 1.5
 LQ0709'MILES TO THE FIRST BUILDINGS OF THE OLD GREGOR RANCH.  TURN
 LQ0709'SOUTH AND CONTINUE TO THE RIGHT OF ALL BUILDINGS SOUTHEASTERLY
 LQ0709'ACROSS PASTURE FOR 0.1 MILE TO A WIRE GATE JUST NORTH OF A RED
 LQ0709'WOODEN GATE.  PASS THROUGH GATE AND TURN LEFT ALONG FENCE FOR
 LQ0709'ABOUT 100 YARDS.  TURN RIGHT (EASTERLY) ACROSS A SMALL WASH
 LQ0709'ONTO A TRACK ROAD FOR 0.1 MILE.  TURN LEFT ON DIM TRACKS UP A
 LQ0709'DRAW FOR 0.9 MILE TO A GATE.  PASS THROUGH GATE AND GO
 LQ0709'0.2 MILE TO A FORK.  KEEP RIGHT FORK AND CONTINUE
 LQ0709'EASTERLY ON VERY DIM TRACKS KEEPING THE CREST OF RIDGE
 LQ0709'FOR 1.2 MILE TO A NORTH-SOUTH FENCE.  TURN RIGHT AND
 LQ0709'CONTINUE SOUTHERLY ALONG FENCE FOR 0.2 MILE TO THE
 LQ0709'AZIMUTH MARK AND THE END OF TRUCK TRAVEL.  A FOUR WHEEL DRIVE
 LQ0709'TRUCK CAN BE DRIVEN THROUGH FENCE AND OVER FIRST SMALL
 LQ0709'RIDGE SOUTH.  A DISTANCE OF ABOUT 1/2 MILE.  FROM THE
 LQ0709'AZIMUTH MARK CONTINUE SOUTHERLY OVER A SMALL RIDGE AND TO
 LQ0709'THE CREST OF THE SECOND RIDGE KEEPING LOW TO AVOID THE
 LQ0709'LARGE BOULDERS.  AFTER REACHING THE CREST OF RIDGE TURN
 LQ0709'LEFT (EASTERLY) AND CONTINUE UP THE RIDGE FOR ABOUT 1/2
 LQ0709'MILE TO ITS HIGHEST POINT AND STATION.
 LQ0709'
 LQ0709'THE STATION MARK IS A STANDARD BRONZE DISK SET IN OUTCROP
 LQ0709'ON THE HIGHEST POINT OF THE HILL.  IT IS STAMPED GREGOR 1947.
 LQ0709'
 LQ0709'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 LQ0709'OUTCROP ABOUT 1-1/2 FEET LOWER THAN THE STATION.  IT IS STAMPED
 LQ0709'GREGOR NO 1 1947.
 LQ0709'
 LQ0709'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK
 LQ0709'SET IN OUTCROP ABOUT 3 FEET LOWER THAN THE STATION.  IT IS STAMPED
 LQ0709'GREGOR NO 2 1947.
 LQ0709'
 LQ0709'THE AZIMUTH MARK IS A STANDARD DISK SET IN A LARGE BOULDER
 LQ0709'PROJECTING ABOUT 2 FEET, 15 PACES WEST OF A NORTH-SOUTH
 LQ0709'FENCELINE, ABOUT 150 YARDS NORTH OF AN EAST-WEST FENCELINE.
 LQ0709'IT IS STAMPED GREGOR 1947.
 LQ0709
 LQ0709                          STATION RECOVERY (1966)
 LQ0709
 LQ0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LQ0709'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-3 STATION 1006. NEW
 LQ0709'TO REACH FOLLOWS-- TO REACH FROM JIGGS, DRIVE S ON MAIN-TRAVELED RD
 LQ0709'FOR 3.1 MI TURN LEFT 1.1 MI TO RANCH,---ASK PERMISSION TO PASS THROUGH
 LQ0709'GATE---,TAKE LEFT FORK AT THREE-WAY FORKS AND CONTINUE UP DRAIN FOR
 LQ0709'3.1 MI, TURN LEFT OFF RD AND DRIVE ACROSS COUNTRY TO TOP OF SMALL
 LQ0709'RIDGE,FOLLOWING RIDGE TO END OF RD NEAR FENCE.  ABOUT 0.7 MI AFTER
 LQ0709'LEAVING RD, PACK NW TO A DRAW BETWEEN ROCKY REEFS, THENCE NE UP DRAW
 LQ0709'TO RIDGE, THEN W TO STA- TION.  A 45-MINUTE PACK. STATION
 LQ0709'MARK--STANDARD DISC STAMPED---GREGOR 1947---SET IN OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0202 ***********************************************************************
 GR0202  DESIGNATION -  GREY
 GR0202  PID         -  GR0202
 GR0202  STATE/COUNTY-  NV/CLARK
 GR0202  USGS QUAD   -  OVERTON NW (1983)
 GR0202
 GR0202                         *CURRENT SURVEY CONTROL
 GR0202  ___________________________________________________________________
 GR0202* NAD 83(1994)-  36 44 44.26953(N)    114 24 11.85622(W)     ADJUSTED  
 GR0202* NAVD 88     -       648.193  (meters)    2126.61   (feet)  POSTED    
 GR0202  ___________________________________________________________________
 GR0202  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 GR0202  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 GR0202  DYNAMIC HT  -         647.560 (meters)    2124.54  (feet)  COMP
 GR0202  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 GR0202
 GR0202  HORZ ORDER  -  SECOND
 GR0202  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0202
 GR0202.The horizontal coordinates were established by classical geodetic methods
 GR0202.and adjusted by the National Geodetic Survey in June 1998..
 GR0202
 GR0202.The orthometric height was determined by differential leveling
 GR0202.and adjusted by the National Geodetic Survey in 1992..
 GR0202.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0202.rate of 4.1 thru 8.0 mm/km.
 GR0202
 GR0202.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0202
 GR0202.The geoid height was determined by GEOID03.
 GR0202
 GR0202.The dynamic height is computed by dividing the NAVD 88
 GR0202.geopotential number by the normal gravity value computed on the
 GR0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0202.degrees latitude (g = 980.6199 gals.).
 GR0202
 GR0202.The modeled gravity was interpolated from observed gravity values.
 GR0202
 GR0202;                    North         East     Units Scale Factor Converg.
 GR0202;SPC NV E     - 8,222,051.036   305,377.782   MT  1.00003676   +0 42 21.7
 GR0202;SPC NV E     -26,975,179.11  1,001,893.61   sFT  1.00003676   +0 42 21.7
 GR0202;UTM  11      - 4,069,799.151   731,834.854   MT  1.00026221   +1 33 15.1
 GR0202
 GR0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0202!SPC NV E     -   0.99990247  x   1.00003676  =   0.99993923
 GR0202!UTM  11      -   0.99990247  x   1.00026221  =   1.00016466
 GR0202
 GR0202|---------------------------------------------------------------------|
 GR0202| PID    Reference Object                     Distance      Geod. Az  |
 GR0202|                                                           dddmmss.s |
 GR0202| GR0204 GREY RM 1                            13.035 METERS 03818     |
 GR0202| GR0203 GREY RM 2                             9.334 METERS 23806     |
 GR0202| GR0213 BONE                                APPROX. 3.6 KM 2464140.3 |
 GR0202|---------------------------------------------------------------------|
 GR0202
 GR0202                          SUPERSEDED SURVEY CONTROL
 GR0202
 GR0202  NAD 83(1994)-  36 44 44.26911(N)    114 24 11.85453(W) AD(       ) 2
 GR0202  NAD 83(1992)-  36 44 44.26814(N)    114 24 11.85520(W) AD(       ) 2
 GR0202  NAD 83(1986)-  36 44 44.26321(N)    114 24 11.85079(W) AD(       ) 2
 GR0202  NAD 27      -  36 44 44.36200(N)    114 24 08.92300(W) AD(       ) 2
 GR0202  NGVD 29 (??/??/92)  647.50   (m)         2124.3    (f) COMPUTED    2 0
 GR0202
 GR0202.Superseded values are not recommended for survey control.
 GR0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0202.See file dsdata.txt to determine how the superseded data were derived.
 GR0202
 GR0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3183569799(NAD 83)
 GR0202_MARKER: DS = TRIANGULATION STATION DISK
 GR0202_SETTING: 66 = SET IN ROCK OUTCROP
 GR0202_SP_SET: BEDROCK OUTCROP
 GR0202_STAMPING: GREY 1956
 GR0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0202+STABILITY: POSITION/ELEVATION WELL
 GR0202
 GR0202  HISTORY     - Date     Condition        Report By
 GR0202  HISTORY     - 1957     MONUMENTED       CGS
 GR0202  HISTORY     - 1957     GOOD             NGS
 GR0202  HISTORY     - 1970     GOOD             USAF
 GR0202  HISTORY     - 1970     GOOD             NGS
 GR0202  HISTORY     - 19790214 GOOD             USGS
 GR0202
 GR0202                          STATION DESCRIPTION
 GR0202
 GR0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR0202'THE STATION IS LOCATED ABOUT 15-1/2 MILES WEST OF BUNKERSVILLE,
 GR0202'14 MILES NORTH OF OVERTON, AND 0.35 MILE SOUTH OF U.S. HIGHWAY
 GR0202'91.  IT IS ON THE NORTHERN EDGE OF A SMALL ARROW SHAPE MESA WITH
 GR0202'A NARROW RIDGE EXTENDING NORTH TO OLD HIGHWAY 91.
 GR0202'
 GR0202'THE STATION IS 15 FEET SOUTH OF THE NORTH EDGE OF MESA, 7-1/2
 GR0202'FEET WEST OF A 4 BY 4 INCH WHITE WITNESS POST.  IT IS A
 GR0202'STANDARD DISK SET IN A DRILL HOLE IN ROCK AND IT IS STAMPED GREY
 GR0202'1956 AND IT IS SET FLUSH WITH THE GROUND SURFACE.
 GR0202'
 GR0202'REFERENCE MARK NO. 1 IS ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 GR0202'IT IS A STANDARD DISK SET IN A DRILL HOLE IN ROCK AND IT IS
 GR0202'STAMPED GREY NO 1 1956 AND IT IS SET FLUSH WITH THE GROUND
 GR0202'SURFACE.
 GR0202'
 GR0202'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 GR0202'ROCK AND IT IS STAMPED GREY NO 2 1956 AND IT IS FLUSH WITH
 GR0202'THE GROUND SURFACE.
 GR0202'
 GR0202'AZIMUTH MARK IS STATION BONE 1956 TO REACH SEE STATION DESCRIPTION.
 GR0202'
 GR0202'TO REACH THE STATION FROM THE SERVICE STATION (STANDARD) IN
 GR0202'GLENDALE, GO EAST ON U.S. HIGHWAY 91 FOR 2.3 MILE TO THE JUNCTION
 GR0202'WITH STATE HIGHWAY 12, CONTINUE EAST ON U.S. HIGHWAY 91 FOR 9.0
 GR0202'MILES TO THE ABOVE MENTIONED ARROW SHAPED MESA ON THE RIGHT
 GR0202'(SOUTH), TURN RIGHT GO SOUTH FOR 0.35 MILE TO TOP AND STATION.
 GR0202
 GR0202                          STATION RECOVERY (1957)
 GR0202
 GR0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GR0202'19.55 MI SW FROM MESQUITE.
 GR0202'19.55 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0202'OFFICE IN MESQUITE, TO AN ARROW SHAPED RIMROCK MESA, THE CLOSEST AND
 GR0202'HIGHEST HILL IN THE VICINITY.  TURN SOUTH OFF HIGHWAY 0.15 MILE TO OLD
 GR0202'ABANDONED HIGHWAY 91, CONTINUE SOUTH FOR 0.15 MILE TO THE TOP AND
 GR0202'NORTHERN MOST TIP OF MESA AND STATION SITE, 15 FEET SOUTH OF NORTH
 GR0202'EDGE, 7.5 FEET WEST OF 4 X 4 WHITE WITNESS POST.  A STANDARD DISK SET
 GR0202'IN OUTCROPPING BEDROCK AND FLUSH WITH THE SURFACE.
 GR0202
 GR0202                          STATION RECOVERY (1970)
 GR0202
 GR0202'RECOVERY NOTE BY US AIR FORCE 1970 (TGO)
 GR0202'RECOVERED AS DESCRIBED.
 GR0202
 GR0202                          STATION RECOVERY (1970)
 GR0202
 GR0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GR0202'RECOVERED IN GOOD CONDITION.
 GR0202
 GR0202                          STATION RECOVERY (1979)
 GR0202
 GR0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RWH)
 GR0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0344 ***********************************************************************
 HP0344  DESIGNATION -  GREY DOME
 HP0344  PID         -  HP0344
 HP0344  STATE/COUNTY-  NV/LINCOLN
 HP0344  USGS QUAD   -  CALIENTE NW (1980)
 HP0344
 HP0344                         *CURRENT SURVEY CONTROL
 HP0344  ___________________________________________________________________
 HP0344* NAD 83(1994)-  37 39 10.11966(N)    114 40 12.09466(W)     ADJUSTED  
 HP0344* NAVD 88     -      2104.7    (meters)    6905.     (feet)  VERTCON   
 HP0344  ___________________________________________________________________
 HP0344  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 HP0344  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 HP0344
 HP0344  HORZ ORDER  -  FIRST
 HP0344
 HP0344.The horizontal coordinates were established by classical geodetic methods
 HP0344.and adjusted by the National Geodetic Survey in June 1998..
 HP0344
 HP0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0344
 HP0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0344
 HP0344.The geoid height was determined by GEOID03.
 HP0344
 HP0344;                    North         East     Units Scale Factor Converg.
 HP0344;SPC NV E     - 8,322,464.243   280,587.531   MT  0.99997997   +0 33 28.6
 HP0344;SPC NV E     -27,304,618.10    920,560.92   sFT  0.99997997   +0 33 28.6
 HP0344;UTM  11      - 4,169,848.606   705,540.633   MT  1.00012039   +1 25 25.8
 HP0344
 HP0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0344!SPC NV E     -   0.99967361  x   0.99997997  =   0.99965359
 HP0344!UTM  11      -   0.99967361  x   1.00012039  =   0.99979396
 HP0344
 HP0344|---------------------------------------------------------------------|
 HP0344| PID    Reference Object                     Distance      Geod. Az  |
 HP0344|                                                           dddmmss.s |
 HP0344| DD5957 GREY DOME RM 1                        9.363 METERS 11710     |
 HP0344| DD5956 GREY DOME AZ MK                                    1382533.8 |
 HP0344| DD5958 GREY DOME RM 2                        5.652 METERS 34628     |
 HP0344|---------------------------------------------------------------------|
 HP0344
 HP0344                          SUPERSEDED SURVEY CONTROL
 HP0344
 HP0344  NAD 83(1994)-  37 39 10.11974(N)    114 40 12.09472(W) AD(       ) 1
 HP0344  NAD 83(1986)-  37 39 10.11075(N)    114 40 12.09310(W) AD(       ) 1
 HP0344  NAD 27      -  37 39 10.24100(N)    114 40 09.08900(W) AD(       ) 1
 HP0344  NGVD 29 (07/19/86) 2103.6    (m)         6902.     (f) VERT ANG       
 HP0344
 HP0344.Superseded values are not recommended for survey control.
 HP0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0344.See file dsdata.txt to determine how the superseded data were derived.
 HP0344
 HP0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB0554169849(NAD 83)
 HP0344_MARKER: DS = TRIANGULATION STATION DISK
 HP0344_SETTING: 66 = SET IN ROCK OUTCROP
 HP0344_SP_SET: PARTIALLY EXPOSED BEDROCK
 HP0344
 HP0344  HISTORY     - Date     Condition        Report By
 HP0344  HISTORY     - 1944     MONUMENTED       CGS
 HP0344  HISTORY     - 1954     GOOD             CGS
 HP0344
 HP0344                          STATION DESCRIPTION
 HP0344
 HP0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0344'STATION IS LOCATED ABOUT 10 MILES NW OF CALIENTE, 5 MILES N
 HP0344'OF THE SUMMIT OF THE PASS ON U.S. HIGHWAY 93, AND ON TOP OF
 HP0344'A PROMINENT GREY DOME-SHAPED PEAK WHICH IS THE HIGHEST PEAK IN THE
 HP0344'VICINITY.
 HP0344'
 HP0344'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK PROJECTING
 HP0344'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS STAMPED GREY DOME 1944.
 HP0344'
 HP0344'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0344'PROJECTING ABOUT 2 FEET ABOVE THE GROUND.  IT IS ABOUT 2 FEET
 HP0344'LOWER IN ELEVATION THAN THE STATION MARK.  STAMPED GREY DOME NO
 HP0344'1 1944.
 HP0344'
 HP0344'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0344'FLUSH WITH THE GROUND.  IT IS AT ABOUT THE SAME ELEVATION AS
 HP0344'THE STATION MARK AND IS STAMPED GREY DOME NO 2 1944.
 HP0344'
 HP0344'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 HP0344'ABOUT 7 INCHES ABOVE THE GROUND AND IS STAMPED GREY DOME 1944.
 HP0344'IT IS 12 FEET ENE OF THE TRACKS IN GOING TO THE STATION AND
 HP0344'6 FEET NW OF A 4- BY 4-INCH WITNESS POST.
 HP0344'
 HP0344'TO REACH STATION FROM CALIENTE, GO W ON U.S. HIGHWAY 93 FOR
 HP0344'9.4 MILES FROM THE MAIN RAILROAD CROSSING TO A RIGHT FORK.
 HP0344'TURN RIGHT OFF HIGHWAY AND FOLLOW MAIN-TRAVELED ROAD FOR 2.4 MILES
 HP0344'TO FORKS, TAKE RIGHT FORK AND CONTINUE DOWN VALLEY AND WASH
 HP0344'FOR 0.8 MILE.  TURN LEFT OUT OF WASH AND FOLLOW ROAD FOR 0.55
 HP0344'MILE AND TURN LEFT FOR 0.15 MILE, THENCE TO THE RIGHT AND FOLLOW
 HP0344'TRACK ROAD FOR 0.1 MILE.  FROM HERE THE PEAK IS DISTINCT AND
 HP0344'APPEARS AS A DOME RISING A GREAT DEAL HIGHER THAN THE TWO
 HP0344'SMALL SLOPING HILLS ON EACH SIDE.  TURN RIGHT OFF ROAD, UP ON
 HP0344'RIDGE, AND CONTINUE ON RIDGE FOR 0.4 MILE TO THE AZIMUTH MARK
 HP0344'WHICH IS ON THE RIGHT SIDE AND ABOUT 12 FEET FROM THE TOP
 HP0344'OF THE RIDGE.  CONTINUE FROM HERE AROUND THE LEFT SIDE OF
 HP0344'THE PEAK FOR 1.2 MILES TO THE SADDLE WHERE THE RIDGE GOES
 HP0344'UP TO THE PEAK.  FROM HERE PACK TO THE LEFT SIDE OF THE
 HP0344'PEAK, UP AROUND, A LITTLE TO THE RIGHT TO THE HIGHEST POINT.
 HP0344'MARK IS ABOUT 12 FEET E OF THE HIGHEST POINT.
 HP0344
 HP0344                          STATION RECOVERY (1954)
 HP0344
 HP0344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0344'RECOVERED.  THE STATION WAS NOT VISITED.  IDENTIFICATION WAS
 HP0344'MADE BY FOLLOWING THE DIRECTIONS FOR REACHING THE STATION,
 HP0344'IDENTIFICATION OF THE MOUNTAIN FROM FACTS CONTAINED IN THE
 HP0344'DESCRIPTION, AND THE USE OF A STEREOSCOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0204 ***********************************************************************
 GR0204  DESIGNATION -  GREY RM 1
 GR0204  PID         -  GR0204
 GR0204  STATE/COUNTY-  NV/CLARK
 GR0204  USGS QUAD   -  OVERTON NW (1983)
 GR0204
 GR0204                         *CURRENT SURVEY CONTROL
 GR0204  ___________________________________________________________________
 GR0204* NAD 83(1986)-  36 44 44.     (N)    114 24 11.     (W)     SCALED    
 GR0204* NAVD 88     -       647.641  (meters)    2124.80   (feet)  POSTED    
 GR0204  ___________________________________________________________________
 GR0204  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 GR0204  DYNAMIC HT  -         647.000 (meters)    2122.70  (feet)  COMP
 GR0204  MODELED GRAV-     979,628.8   (mgal)                       NAVD 88
 GR0204
 GR0204  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0204
 GR0204.The horizontal coordinates were scaled from a topographic map and have
 GR0204.an estimated accuracy of +/- 6 seconds.
 GR0204
 GR0204.The orthometric height was determined by differential leveling
 GR0204.and adjusted by the National Geodetic Survey in 1992..
 GR0204.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0204.rate of 4.1 thru 8.0 mm/km.
 GR0204
 GR0204.The geoid height was determined by GEOID03.
 GR0204
 GR0204.The dynamic height is computed by dividing the NAVD 88
 GR0204.geopotential number by the normal gravity value computed on the
 GR0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0204.degrees latitude (g = 980.6199 gals.).
 GR0204
 GR0204.The modeled gravity was interpolated from observed gravity values.
 GR0204
 GR0204;                    North         East    Units  Estimated Accuracy
 GR0204;SPC NV E     - 8,222,040.      305,400.      MT  (+/- 180 meters Scaled)
 GR0204
 GR0204                          SUPERSEDED SURVEY CONTROL
 GR0204
 GR0204  NGVD 29 (??/??/92)  646.94   (m)         2122.5    (f) COMPUTED    2 0
 GR0204
 GR0204.Superseded values are not recommended for survey control.
 GR0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0204.See file dsdata.txt to determine how the superseded data were derived.
 GR0204
 GR0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA318697(NAD 83)
 GR0204_MARKER: DR = REFERENCE MARK DISK
 GR0204_SETTING: 66 = SET IN ROCK OUTCROP
 GR0204_SP_SET: BEDROCK OUTCROP
 GR0204_STAMPING: GREY NO 1 1956
 GR0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0204+STABILITY: POSITION/ELEVATION WELL
 GR0204
 GR0204  HISTORY     - Date     Condition        Report By
 GR0204  HISTORY     - 1956     MONUMENTED       CGS
 GR0204  HISTORY     - 1957     GOOD             NGS
 GR0204  HISTORY     - 19790214 GOOD             USGS
 GR0204
 GR0204                          STATION DESCRIPTION
 GR0204
 GR0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0204'19.55 MI SW FROM MESQUITE.
 GR0204'19.55 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0204'OFFICE IN MESQUITE, TO AN ARROW SHAPE RIMROCK MESA, THE CLOSEST AND
 GR0204'HIGHEST HILL IN THE VICINITY.  TURN SOUTH OFF HIGHWAY FOR 0.15 MILE TO
 GR0204'OLD AND ABANDONED HIGHWAY 91, CONTINUE SOUTH FOR 0.15 MILE TO THE TOP
 GR0204'AND NORTHERN MOST TIP OF MESA AND STATION SITE, R.M. 1 IS ON THE NORTH
 GR0204'EDGE OF RIM, 42.84 FEET EAST OF THE STATION MARK, SET IN A DRILL HOLE
 GR0204'IN OUT CROPPING BEDROCK, ABOUT 1 FOOT LOWER THAN STATION.
 GR0204
 GR0204                          STATION RECOVERY (1979)
 GR0204
 GR0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RWH)
 GR0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0203 ***********************************************************************
 GR0203  DESIGNATION -  GREY RM 2
 GR0203  PID         -  GR0203
 GR0203  STATE/COUNTY-  NV/CLARK
 GR0203  USGS QUAD   -  OVERTON NW (1983)
 GR0203
 GR0203                         *CURRENT SURVEY CONTROL
 GR0203  ___________________________________________________________________
 GR0203* NAD 83(1986)-  36 44 44.     (N)    114 24 11.     (W)     SCALED    
 GR0203* NAVD 88     -       648.001  (meters)    2125.98   (feet)  POSTED    
 GR0203  ___________________________________________________________________
 GR0203  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 GR0203  DYNAMIC HT  -         647.360 (meters)    2123.88  (feet)  COMP
 GR0203  MODELED GRAV-     979,628.8   (mgal)                       NAVD 88
 GR0203
 GR0203  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0203
 GR0203.The horizontal coordinates were scaled from a topographic map and have
 GR0203.an estimated accuracy of +/- 6 seconds.
 GR0203
 GR0203.The orthometric height was determined by differential leveling
 GR0203.and adjusted by the National Geodetic Survey in 1992..
 GR0203.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0203.rate of 4.1 thru 8.0 mm/km.
 GR0203
 GR0203.The geoid height was determined by GEOID03.
 GR0203
 GR0203.The dynamic height is computed by dividing the NAVD 88
 GR0203.geopotential number by the normal gravity value computed on the
 GR0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0203.degrees latitude (g = 980.6199 gals.).
 GR0203
 GR0203.The modeled gravity was interpolated from observed gravity values.
 GR0203
 GR0203;                    North         East    Units  Estimated Accuracy
 GR0203;SPC NV E     - 8,222,040.      305,400.      MT  (+/- 180 meters Scaled)
 GR0203
 GR0203                          SUPERSEDED SURVEY CONTROL
 GR0203
 GR0203  NGVD 29 (??/??/92)  647.30   (m)         2123.7    (f) COMPUTED    2 0
 GR0203
 GR0203.Superseded values are not recommended for survey control.
 GR0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0203.See file dsdata.txt to determine how the superseded data were derived.
 GR0203
 GR0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA318697(NAD 83)
 GR0203_MARKER: DR = REFERENCE MARK DISK
 GR0203_SETTING: 66 = SET IN ROCK OUTCROP
 GR0203_SP_SET: BEDROCK OUTCROP
 GR0203_STAMPING: GREY NO 2 1956
 GR0203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0203+STABILITY: POSITION/ELEVATION WELL
 GR0203
 GR0203  HISTORY     - Date     Condition        Report By
 GR0203  HISTORY     - 1956     MONUMENTED       CGS
 GR0203  HISTORY     - 1957     GOOD             NGS
 GR0203  HISTORY     - 19790214 GOOD             USGS
 GR0203
 GR0203                          STATION DESCRIPTION
 GR0203
 GR0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0203'19.55 MI SW FROM MESQUITE.
 GR0203'19.55 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0203'OFFICE IN MESQUITE, TO AN ARROW SHAPED RIMROCK MESA, THE CLOSEST AND
 GR0203'HIGHEST HILL IN THE VICINITY.  TURN SOUTH OFF HIGHWAY FOR 0.15 MILE TO
 GR0203'AN OLD ABANDONED HIGHWAY 91, CONTINUE SOUTH FOR 0.15 MILE TO THE TOP
 GR0203'AND NORTHERLY TIP OF MESA AND STATION SITE.  R.M. 2 IS ON THE NORTH
 GR0203'EDGE OF THE RIM AND 30.63 FEET WEST OF THE STATION MARK, SET IN
 GR0203'OUTCROPPING BEDROCK AND AT THE SAME ELEVATION AS THE STATION.
 GR0203
 GR0203                          STATION RECOVERY (1979)
 GR0203
 GR0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RWH)
 GR0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1513 ***********************************************************************
 KR1513  DESIGNATION -  GRIMES
 KR1513  PID         -  KR1513
 KR1513  STATE/COUNTY-  NV/CHURCHILL
 KR1513  USGS QUAD   -  GRIMES POINT (1985)
 KR1513
 KR1513                         *CURRENT SURVEY CONTROL
 KR1513  ___________________________________________________________________
 KR1513* NAD 83(1994)-  39 23 44.67986(N)    118 37 36.83866(W)     ADJUSTED  
 KR1513* NAVD 88     -      1337.0    (meters)    4386.     (feet)  VERT ANG  
 KR1513  ___________________________________________________________________
 KR1513  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 KR1513  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 KR1513
 KR1513  HORZ ORDER  -  FIRST
 KR1513
 KR1513.The horizontal coordinates were established by classical geodetic methods
 KR1513.and adjusted by the National Geodetic Survey in June 1998..
 KR1513
 KR1513.The orthometric height was determined by vertical angle observations.
 KR1513
 KR1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1513
 KR1513.The geoid height was determined by GEOID03.
 KR1513
 KR1513;                    North         East     Units Scale Factor Converg.
 KR1513;SPC NV W     - 4,515,530.254   796,247.497   MT  0.99990017   -0 01 39.5
 KR1513;SPC NV W     -14,814,702.17  2,612,355.33   sFT  0.99990017   -0 01 39.5
 KR1513;UTM  11      - 4,361,956.771   359,908.329   MT  0.99984164   -1 01 57.8
 KR1513
 KR1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1513!SPC NV W     -   0.99979411  x   0.99990017  =   0.99969430
 KR1513!UTM  11      -   0.99979411  x   0.99984164  =   0.99963578
 KR1513
 KR1513:                Primary Azimuth Mark                     Grid Az
 KR1513:SPC NV W     -  SAND SPRINGS RANGE CAIRN                 143 20 37.7
 KR1513:UTM  11      -  SAND SPRINGS RANGE CAIRN                 144 20 56.0
 KR1513
 KR1513|---------------------------------------------------------------------|
 KR1513| PID    Reference Object                     Distance      Geod. Az  |
 KR1513|                                                           dddmmss.s |
 KR1513| KR1505 SAND SPRINGS RANGE CAIRN            APPROX.40.2 KM 1431858.2 |
 KR1513| KR1507 SAND SPRINGS                        APPROX.32.7 KM 1471836.0 |
 KR1513| DB1860 GRIMES RM 1                          13.372 METERS 24802     |
 KR1513| DB1859 GRIMES AZ MK                                       3083635.3 |
 KR1513| KR1517 RADIO RNG TWRS CEN ONE OF FIVE      APPROX. 4.9 KM 3261507.0 |
 KR1513| DB1861 GRIMES RM 2                          12.010 METERS 34707     |
 KR1513|---------------------------------------------------------------------|
 KR1513
 KR1513                          SUPERSEDED SURVEY CONTROL
 KR1513
 KR1513  NAD 83(1986)-  39 23 44.68773(N)    118 37 36.83897(W) AD(       ) 1
 KR1513  NAD 27      -  39 23 44.97900(N)    118 37 33.31400(W) AD(       ) 1
 KR1513  NGVD 29 (07/19/86) 1337.9    (m)         4389.     (f) VERT ANG       
 KR1513
 KR1513.Superseded values are not recommended for survey control.
 KR1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1513.See file dsdata.txt to determine how the superseded data were derived.
 KR1513
 KR1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD5990861957(NAD 83)
 KR1513_MARKER: Z = SEE DESCRIPTION
 KR1513_SETTING: 0 = UNSPECIFIED SETTING
 KR1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1513+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 KR1513
 KR1513  HISTORY     - Date     Condition        Report By
 KR1513  HISTORY     - 1935     MONUMENTED       CGS
 KR1513  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KR1513  HISTORY     - 1989     GOOD             USPSQD
 KR1513  HISTORY     - 20060305 GOOD             GEOCAC
 KR1513
 KR1513                          STATION DESCRIPTION
 KR1513
 KR1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR1513'PRE-EARTHQUAKE POSITION.
 KR1513
 KR1513                          STATION RECOVERY (1935)
 KR1513
 KR1513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KR1513'STATION MARK--A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 KR1513'BOULDER.
 KR1513
 KR1513                          STATION RECOVERY (1989)
 KR1513
 KR1513'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLN)
 KR1513'RECOVERED IN GOOD CONDITION.
 KR1513
 KR1513                          STATION RECOVERY (2006)
 KR1513
 KR1513'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR1513'NAVY SEARCH AND RESCUE PRACTICE LANDING ZONE NEAR STATION.  STATION
 KR1513'SSW 64M(210FT) FROM WINDSOCK AT LANDING ZONE.  OBSERVED GPSR
 KR1513'COORDINATES N39 23 44.76, W118 37 36.90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0746 ***********************************************************************
 LQ0746  DESIGNATION -  GRINA
 LQ0746  PID         -  LQ0746
 LQ0746  STATE/COUNTY-  NV/ELKO
 LQ0746  USGS QUAD   -  WEST OF LEE (1990)
 LQ0746
 LQ0746                         *CURRENT SURVEY CONTROL
 LQ0746  ___________________________________________________________________
 LQ0746* NAD 83(1994)-  40 35 51.27481(N)    115 44 39.99956(W)     ADJUSTED  
 LQ0746* NAVD 88     -      1849.7    (meters)    6069.     (feet)  VERTCON   
 LQ0746  ___________________________________________________________________
 LQ0746  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 LQ0746  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 LQ0746
 LQ0746  HORZ ORDER  -  FIRST
 LQ0746
 LQ0746.The horizontal coordinates were established by classical geodetic methods
 LQ0746.and adjusted by the National Geodetic Survey in June 1998..
 LQ0746
 LQ0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0746
 LQ0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0746
 LQ0746.The geoid height was determined by GEOID03.
 LQ0746
 LQ0746;                    North         East     Units Scale Factor Converg.
 LQ0746;SPC NV E     - 8,648,973.378   186,364.150   MT  0.99990229   -0 06 17.4
 LQ0746;SPC NV E     -28,375,840.16    611,429.72   sFT  0.99990229   -0 06 17.4
 LQ0746;UTM  11      - 4,494,843.308   606,235.096   MT  0.99973892   +0 49 01.6
 LQ0746
 LQ0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0746!SPC NV E     -   0.99971289  x   0.99990229  =   0.99961521
 LQ0746!UTM  11      -   0.99971289  x   0.99973892  =   0.99945188
 LQ0746
 LQ0746:                Primary Azimuth Mark                     Grid Az
 LQ0746:SPC NV E     -  GRINA AZ MK                              071 39 42.4
 LQ0746:UTM  11      -  GRINA AZ MK                              070 44 23.4
 LQ0746
 LQ0746|---------------------------------------------------------------------|
 LQ0746| PID    Reference Object                     Distance      Geod. Az  |
 LQ0746|                                                           dddmmss.s |
 LQ0746| DD5959 GRINA AZ MK                                        0713325.0 |
 LQ0746| LQ0706 TIPTON PEAK                         APPROX.29.7 KM 1303906.2 |
 LQ0746| AH7999 GRINA RM 2                           14.637 METERS 17154     |
 LQ0746| AH7998 GRINA RM 1                           10.183 METERS 26132     |
 LQ0746|---------------------------------------------------------------------|
 LQ0746
 LQ0746                          SUPERSEDED SURVEY CONTROL
 LQ0746
 LQ0746  NAD 83(1986)-  40 35 51.27644(N)    115 44 39.99476(W) AD(       ) 1
 LQ0746  NAD 27      -  40 35 51.53300(N)    115 44 36.77000(W) AD(       ) 1
 LQ0746  NGVD 29 (03/11/99) 1848.6    (m)         6065.     (f) VERT ANG       
 LQ0746
 LQ0746.Superseded values are not recommended for survey control.
 LQ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0746.See file dsdata.txt to determine how the superseded data were derived.
 LQ0746
 LQ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE0623594843(NAD 83)
 LQ0746_MARKER: DS = TRIANGULATION STATION DISK
 LQ0746_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0746_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LQ0746_PROJECTION: FLUSH
 LQ0746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0746+STABILITY: POSITION/ELEVATION WELL
 LQ0746
 LQ0746  HISTORY     - Date     Condition        Report By
 LQ0746  HISTORY     - 1933     MONUMENTED       CGS
 LQ0746  HISTORY     - 1933     GOOD             USGS
 LQ0746  HISTORY     - 1961     GOOD             USGS
 LQ0746
 LQ0746                          STATION DESCRIPTION
 LQ0746
 LQ0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FAR)
 LQ0746'THE STATION IS ABOUT 16 MILES, AIRLINE, SOUTH OF ELKO, 1-1/2
 LQ0746'MILES, AIRLINE, SOUTH BY WEST OF TWIN BRIDGES, AND 8/10 MILE
 LQ0746'WEST OF THE ELKO-JIGGS ROAD.  IT IS ON THE SUMMIT OF A PEAK
 LQ0746'WHICH IS SPARSELY COVERED WITH SCRUB JUNIPER TREES AND SAGE
 LQ0746'BRUSH.
 LQ0746'
 LQ0746'THE STATION MARK IS A STANDARD U.S. GELOGICAL SURVEY DISK
 LQ0746'CEMENTED IN A BOULDER WHICH IS 14 INCHES LONG, 10 INCHES WIDE
 LQ0746'AND PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 LQ0746'IS STAMPED GRINA 1933.
 LQ0746'
 LQ0746'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 LQ0746'IN A BOULDER WHICH IS 24 INCHES LONG, 12 INCHES WIDE, PROJECTS
 LQ0746'12 INCHES ABOVE THE SURFACE OF THE GROUND, AND IS 4 FEET LOWER
 LQ0746'IN ELEVATION THAN THE STATION MARK.  IT IS STAMPED GRINA U S G S
 LQ0746'NO 1 1947
 LQ0746'
 LQ0746'REFERENCE MARK NO. 2 IS A STANDARD U.S. GEOLOGICAL SURVEY
 LQ0746'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH
 LQ0746'IS 24 INCHES LONG, 12 INCHES WIDE, PROJECTS 6 INCHES ABOVE
 LQ0746'THE SURFACE OF THE GROUND, AND IS 6 FEET LOWER IN ELEVATION
 LQ0746'THAN THE STATION MARK.  IT IS STAMPED GRINA 1933.
 LQ0746'
 LQ0746'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 LQ0746'INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 LQ0746'SURFACE OF THE GROUND AND IS 24 FEET WEST OF THE CENTER LINE
 LQ0746'OF THE ELKO-JIGGS ROAD.  IT IS STAMPED GRINA USGS 1947.
 LQ0746'
 LQ0746'TO REACH THE STATION FROM THE INTERSECTION OF IDAHO STREET
 LQ0746'(U.S. HIGHWAY NO. 40) AND 5TH STREET IN ELKO GO SOUTHEAST ON
 LQ0746'5TH STREET 0.3 MILE TO A BRIDGE.  CONTINUE ON 5TH STREET
 LQ0746'(RUNS INTO A BLACKTOP HIGHWAY) SOUTH AND EAST FOR 6.5 MILES
 LQ0746'TO FORKS.  TURN RIGHT, SOUTH ONTO A GRAVELED ROAD (ELKO-JIGGS
 LQ0746'ROAD) AND GO SOUTHERLY 11.0 MILES TO FORKS.  KEEP THE RIGHT
 LQ0746'FORK, MAIN-TRAVELED ROAD (JIGGS ROAD) FOR 0.9 MILES TO THE
 LQ0746'SOUTHERN MOST OF TWO BRIDGES (TWIN BRIDGES).  CONTINUE
 LQ0746'SOUTHERLY ON THE MAIN TRAVELED ROAD 1.7 MILES TO A DIM
 LQ0746'FORK ON THE RIGHT AND THE AZIMUTH MARK.  TAKE THE DIM
 LQ0746'TRACKS TO THE RIGHT WHICH PARALLEL THE MAIN ROAD FOR ABOUT
 LQ0746'100 YARDS THENCE BENDS TO THE RIGHT ACROSS COUNTRY SOUTH
 LQ0746'WESTERLY FOR ABOUT 0.5 MILES.  FROM HERE THE STATION LIES
 LQ0746'NORTHWEST ABOUT 0.5 MILE ON THE HIGHEST POINT OF THE
 LQ0746'MOUNTAIN.  GO NORTHWESTERLY ACROSS COUNTRY, UP GRADE TOWARD THE
 LQ0746'HIGHEST POINT OF THE MOUNTAIN FOR 0.4 MILE TO THE BASE OF A
 LQ0746'VERY STEEP SLOPE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 LQ0746'WESTERLY UP A VERY STEEP SLOPE TO THE TOP AND STATION.  A
 LQ0746'10 MINUTE PACK.  NOTE--A 4-WHEEL DRIVE VEHICLE IS NECESSARY
 LQ0746'FOR THE LAST 0.4 MILE.
 LQ0746
 LQ0746                          STATION RECOVERY (1933)
 LQ0746
 LQ0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 LQ0746'RECOVERED AS DESCRIBED BY NGS IN 1933 IN DESCRIPTION LIST 40 115 4,
 LQ0746'STATION 1049.
 LQ0746'STATION MARK--STANDARD DISC STAMPED---GRINA 1933---, CEMENTED IN
 LQ0746'BEDROCK. RM 1--STANDARD RM TABLET STAMPED---GRINA NO 1 1933---CEMENTED
 LQ0746'IN ROCK BOULDER. RM 2--STANDARD RM TABLET STAMPED---GRINA NO 2
 LQ0746'1933---, CEMENTED IN ROCK BOULDER.
 LQ0746
 LQ0746                          STATION RECOVERY (1961)
 LQ0746
 LQ0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LQ0746'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-4 STATION 1049. NEW
 LQ0746'TO REACH FOLLOWS-- TO REACH FROM IDAHO AND 5TH STREETS IN ELKO, DRIVE
 LQ0746'SE ON 5TH STREET AND STATE HIGHWAY 46  FOR ABOUT 7 MI TO T-RD S, TURN
 LQ0746'RIGHT TOWARD JIGGS 9.8 MI TO TOP OF HILL AND TWO SIDE RDS, TURN RIGHT
 LQ0746'TAKING THE SOUTHERNMOST DIRT RD 1 MI TO THE SOUTHERNMOST OF TWO
 LQ0746'BRIDGES---TWIN BRIDGES---, CONTINUE S 0.8 MI TO Y-RD AT SIGN
 LQ0746'READING---RED SPRINGS 21.8 MI, INDIAN WELL 10 MI, RESERVOIR NO. 3 13
 LQ0746'MI, AND CANE SPR 16 MI---,TAKE RIGHT FORK, ON POOR DIRT RD, UPHILL,
 LQ0746'FOR 1.1 MI TO CREST OF RIDGE, CONTINUE FOR 0.1 MI, PASSING UP A TRACK
 LQ0746'RD TO THE LEFT, TURN LEFT OFF RD DRIVING UP FLAT VALLEY, THROUGH
 LQ0746'SAGEBRUSH FOR 0.7 MI TO CREST OF LOW RIDGE, PICK WAY THROUGH TREES AND
 LQ0746'CROSS RIDGE, CONTINUE SE ACROSS HEAD OF SMALL DRAW FOR 0.5 MI TO BASE
 LQ0746'OF HILL AND END OF TRUCK TRAVEL.  PACK UPHILL TO SE TO TOP AND
 LQ0746'STATION. STATION MARK--STANDARD TABLET STAMPED---GRINA 1933---CEMENTED
 LQ0746'IN BED- ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0750 ***********************************************************************
 LQ0750  DESIGNATION -  GRINDSTONE
 LQ0750  PID         -  LQ0750
 LQ0750  STATE/COUNTY-  NV/ELKO
 LQ0750  USGS QUAD   -  GRINDSTONE MTN (1985)
 LQ0750
 LQ0750                         *CURRENT SURVEY CONTROL
 LQ0750  ___________________________________________________________________
 LQ0750* NAD 83(1994)-  40 41 52.17511(N)    115 54 16.31503(W)     ADJUSTED  
 LQ0750* NAVD 88     -      2250.1    (meters)    7382.     (feet)  VERTCON   
 LQ0750  ___________________________________________________________________
 LQ0750  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 LQ0750  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 LQ0750
 LQ0750  HORZ ORDER  -  SECOND
 LQ0750
 LQ0750.The horizontal coordinates were established by classical geodetic methods
 LQ0750.and adjusted by the National Geodetic Survey in June 1998..
 LQ0750
 LQ0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0750
 LQ0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0750
 LQ0750.The geoid height was determined by GEOID03.
 LQ0750
 LQ0750;                    North         East     Units Scale Factor Converg.
 LQ0750;SPC NV E     - 8,660,141.884   172,855.546   MT  0.99990907   -0 12 34.0
 LQ0750;SPC NV E     -28,412,482.16    567,110.24   sFT  0.99990907   -0 12 34.0
 LQ0750;UTM  11      - 4,505,790.776   592,550.869   MT  0.99970543   +0 42 51.7
 LQ0750
 LQ0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0750!SPC NV E     -   0.99965012  x   0.99990907  =   0.99955922
 LQ0750!UTM  11      -   0.99965012  x   0.99970543  =   0.99935565
 LQ0750
 LQ0750|---------------------------------------------------------------------|
 LQ0750| PID    Reference Object                     Distance      Geod. Az  |
 LQ0750|                                                           dddmmss.s |
 LQ0750| AH8001 GRINDSTONE RM 2                       6.931 METERS 13411     |
 LQ0750| AH8000 GRINDSTONE RM 1                       9.800 METERS 21925     |
 LQ0750| LR0884 CARLIN                              APPROX.12.8 KM 2321801.2 |
 LQ0750|---------------------------------------------------------------------|
 LQ0750
 LQ0750                          SUPERSEDED SURVEY CONTROL
 LQ0750
 LQ0750  NAD 83(1986)-  40 41 52.17971(N)    115 54 16.30584(W) AD(       ) 2
 LQ0750  NAD 27      -  40 41 52.46140(N)    115 54 13.05800(W) AD(       ) 2
 LQ0750  NGVD 29 (07/19/86) 2248.9    (m)         7378.     (f) VERT ANG       
 LQ0750
 LQ0750.Superseded values are not recommended for survey control.
 LQ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0750.See file dsdata.txt to determine how the superseded data were derived.
 LQ0750
 LQ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF9255105791(NAD 83)
 LQ0750_MARKER: DD = SURVEY DISK
 LQ0750_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0750_PROJECTION: FLUSH
 LQ0750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0750+STABILITY: POSITION/ELEVATION WELL
 LQ0750
 LQ0750  HISTORY     - Date     Condition        Report By
 LQ0750  HISTORY     - 1958     MONUMENTED       USGS
 LQ0750  HISTORY     - 1951     GOOD             USGS
 LQ0750
 LQ0750                          STATION DESCRIPTION
 LQ0750
 LQ0750'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (WWH)
 LQ0750'THE STATION IS ABOUT 11 MILES SOUTHWEST OF ELKO, 11 MILES
 LQ0750'EAST OF CARLIN AND 3-1/2 MILES SOUTHEAST OF U.S. HIGHWAY 40,
 LQ0750'ON THE CENTER ONE OF THREE HIGH POINTS ALONG THE HIGH MOUNTAIN
 LQ0750'RIDGE RUNNING NORTHEAST-SOUTHWEST.  THE MOUNTAIN IS SPARSELY
 LQ0750'COVERED WITH JUNIPERS AND FROM THE HIGHWAY LIGHT-COLORED ROCK
 LQ0750'LEDGES ARE NOTICEABLE ON THE SLOPES.
 LQ0750'
 LQ0750'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 LQ0750'HIGHWAY 20 IN CARLIN, GO EAST ON U.S. HIGHWAY 40 FOR 10.0 MILES
 LQ0750'TO A RANCH ROAD RIGHT.  TURN RIGHT ACROSS RIVER AND RAILROAD
 LQ0750'FOR 0.5 MILE TO A WIRE GATE ON THE EAST SIDE OF THE RANCH
 LQ0750'HOUSE AND BARN.  GO THROUGH GATE, SOUTH, FOR 50 YARDS TO A FORK.
 LQ0750'TAKE LEFT FORK AND FOLLOW BLADED ROAD, SOUTH-SOUTHEAST, UP THE
 LQ0750'CANYON FOR 4.1 MILES TO SUMMIT OF PASS OVER RIDGE AT NORTHWEST
 LQ0750'SIDE OF CORRAL FENCE.  TURN LEFT, NORTHERLY, ON DIM TRACKS
 LQ0750'UP CREST OF RIDGE, THROUGH JUNIPERS AND ROCKS TO THE HIGH
 LQ0750'POINT NEAR THE SOUTHWEST END OF THE RIDGE AND THE END OF TRUCK
 LQ0750'TRAVEL AT A LEDGE.  A DISTANCE OF 1.3 MILES WITH A GOOD
 LQ0750'4-WHEEL DRIVE VEHICLE.  PACK UP THE RIDGE, NORTHEAST, TO THE
 LQ0750'NEXT HIGH POINT AND STATION.  A 10 TO 15-MINUTE PACK.
 LQ0750'
 LQ0750'THE STATION AND REFERENCE MARKS ARE STANDARD USGS DISKS
 LQ0750'CEMENTED IN DRILL HOLES IN BEDROCK.
 LQ0750'
 LQ0750'THE STATION MARK, STAMPED GRINDSTONE 1951, IS ABOUT 5 FEET
 LQ0750'EAST OF THE WEST EDGE OF THE ROCKY POINT.
 LQ0750'
 LQ0750'THE REFERENCE MARKS ARE STAMPED GRINDSTONE 1951 NO 1 AND NO
 LQ0750'2 RESPECTIVELY.
 LQ0750
 LQ0750                          STATION RECOVERY (1951)
 LQ0750
 LQ0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 LQ0750'LOCATED ABOUT 12 MI SW. OF ELKO, 10 MI E. OF CARLIN. ON HIGHEST POINT
 LQ0750'OF GRINDSTONE MOUNTAIN.
 LQ0750'TO REACH FROM ELKO, DRIVE 13 MI SW. ON U.S. HWY. 40 TO SIDE RD. TURN
 LQ0750'LEFT 0.5 MI TO TOMERA RANCH. JUST BEFORE REACHING RANCH BUILDING TURN
 LQ0750'LEFT THROUGH WIRE GATE. TAKE LEFT-HAND RD. OF TWO RDS. 1.8 MI TO RD.
 LQ0750'JCT. KEEP STRAIGHT AHEAD (S.) THROUGH MOUNTAIN PASS 2.6 MI TO SHEEP
 LQ0750'CORRAL. KEEP LEFT OF CORRAL 1.1 MI E. TO RD. JCT. TURN LEFT 0.7 MI TO
 LQ0750'TRACK RD. TURN LEFT ON TRACK RD. 0.1 MI TO TOP OF RIDGE. TURN LEFT 0.2
 LQ0750'MI N. THROUGH HEAVY SAGEBRUSH TO END OF TRUCK TRAVEL. PACK DUE N. TO
 LQ0750'HIGH POINT AND STATION. A 35-MINUTE PACK.
 LQ0750'STATION MARK--STANDARD DISC STAMPED---GRINDSTONE 1951---, CEMENTED IN
 LQ0750'SOLID ROCK OUTCROP.
 LQ0750'RM 1--STANDARD RM TABLET STAMPED---GRINDSTONE NO 1 1951---, CEMENTED
 LQ0750'IN SOLID ROCK OUTCROP.
 LQ0750'RM 2--STANDARD RM TABLET STAMPED---GRINDSTONE NO 2 1951---, CEMENTED
 LQ0750'IN SOLID ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0959 ***********************************************************************
 GS0959  DESIGNATION -  GRO
 GS0959  PID         -  GS0959
 GS0959  STATE/COUNTY-  NV/NYE
 GS0959  USGS QUAD   -  CAMP DESERT ROCK (1983)
 GS0959
 GS0959                         *CURRENT SURVEY CONTROL
 GS0959  ___________________________________________________________________
 GS0959* NAD 83(1994)-  36 41 38.32633(N)    116 05 20.26165(W)     ADJUSTED  
 GS0959* NAVD 88     -      1201.2    (meters)    3941.     (feet)  VERTCON   
 GS0959  ___________________________________________________________________
 GS0959  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 GS0959  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 GS0959
 GS0959  HORZ ORDER  -  THIRD
 GS0959
 GS0959.The horizontal coordinates were established by classical geodetic methods
 GS0959.and adjusted by the National Geodetic Survey in June 1998..
 GS0959
 GS0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0959
 GS0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0959
 GS0959.The geoid height was determined by GEOID03.
 GS0959
 GS0959;                    North         East     Units Scale Factor Converg.
 GS0959;SPC NV C     - 6,215,826.038   551,622.928   MT  0.99993282   +0 20 42.8
 GS0959;SPC NV C     -20,393,089.26  1,809,782.89   sFT  0.99993282   +0 20 42.8
 GS0959;UTM  11      - 4,061,312.052   581,385.300   MT  0.99968160   +0 32 39.9
 GS0959
 GS0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0959!SPC NV C     -   0.99981578  x   0.99993282  =   0.99974861
 GS0959!UTM  11      -   0.99981578  x   0.99968160  =   0.99949744
 GS0959
 GS0959|---------------------------------------------------------------------|
 GS0959| PID    Reference Object                     Distance      Geod. Az  |
 GS0959|                                                           dddmmss.s |
 GS0959| CS8780 GRO RM 2                              7.593 METERS 02028     |
 GS0959| CS8779 GRO RM 1                              9.613 METERS 28128     |
 GS0959|---------------------------------------------------------------------|
 GS0959
 GS0959                          SUPERSEDED SURVEY CONTROL
 GS0959
 GS0959  NAD 83(1992)-  36 41 38.33291(N)    116 05 20.26480(W) AD(1991.35) 3
 GS0959  NAD 83(1992)-  36 41 38.33519(N)    116 05 20.26618(W) AD(       ) 3
 GS0959  NGVD 29 (02/14/94) 1200.3    (m)         3938.     (f) VERT ANG       
 GS0959
 GS0959.Superseded values are not recommended for survey control.
 GS0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0959.See file dsdata.txt to determine how the superseded data were derived.
 GS0959
 GS0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA8138561312(NAD 83)
 GS0959_MARKER: DS = TRIANGULATION STATION DISK
 GS0959_SETTING: 66 = SET IN ROCK OUTCROP
 GS0959_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GS0959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0959+STABILITY: POSITION/ELEVATION WELL
 GS0959
 GS0959  HISTORY     - Date     Condition        Report By
 GS0959  HISTORY     - 1959     MONUMENTED       USGS
 GS0959
 GS0959                          STATION DESCRIPTION
 GS0959
 GS0959'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GS0959'LOCATED ABOUT 17.5 MI ENE. OF LATHROP WELLS, ABOUT 6 MI NW. OF
 GS0959'CAMP DESERT ROCK, ABOUT 5.7 MI NW. OF MERCURY.  ON HIGHEST POINT
 GS0959'OF LOW, ROUNDED HILL.
 GS0959'
 GS0959'REACHED BY HELICOPTER.
 GS0959'
 GS0959'STATION MARK--STANDARD TABLET STAMPED---GRO 1959---, CEMENTED IN
 GS0959'DRILL HOLE IN TOP OF SOLID OUTCROP FLUSH WITH GROUND.
 GS0959'
 GS0959'RM 1--STANDARD RM TABLET STAMPED---NO 1 1959---, CEMENTED IN DRILL
 GS0959'HOLE IN TOP OF ROCK IN PLACE.
 GS0959'
 GS0959'RM 2--STANDARD RM TABLET STAMPED---NO 2 1959---, CEMENTED IN DRILL
 GS0959'HOLE IN TOP OF ROCK IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1153 ***********************************************************************
 AI1153  DESIGNATION -  GROOM
 AI1153  PID         -  AI1153
 AI1153  STATE/COUNTY-  NV/LINCOLN
 AI1153  USGS QUAD   -  GROOM MINE (1989)
 AI1153
 AI1153                         *CURRENT SURVEY CONTROL
 AI1153  ___________________________________________________________________
 AI1153* NAD 83(1994)-  37 20 02.67099(N)    115 47 45.07567(W)     ADJUSTED  
 AI1153* NAVD 88     -      1742.6    (meters)    5717.     (feet)  VERTCON   
 AI1153  ___________________________________________________________________
 AI1153  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 AI1153  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AI1153
 AI1153  HORZ ORDER  -  THIRD
 AI1153
 AI1153.The horizontal coordinates were established by classical geodetic methods
 AI1153.and adjusted by the National Geodetic Survey in March 1999..
 AI1153
 AI1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1153
 AI1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1153
 AI1153.The geoid height was determined by GEOID03.
 AI1153
 AI1153;                    North         East     Units Scale Factor Converg.
 AI1153;SPC NV E     - 8,286,721.087   181,168.103   MT  0.99990437   -0 07 44.0
 AI1153;SPC NV E     -27,187,350.77    594,382.35   sFT  0.99990437   -0 07 44.0
 AI1153;UTM  11      - 4,132,613.327   606,671.684   MT  0.99974017   +0 43 49.2
 AI1153
 AI1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1153!SPC NV E     -   0.99973064  x   0.99990437  =   0.99963504
 AI1153!UTM  11      -   0.99973064  x   0.99974017  =   0.99947088
 AI1153
 AI1153                          SUPERSEDED SURVEY CONTROL
 AI1153
 AI1153  NGVD 29 (03/11/99) 1741.6    (m)         5714.     (f) VERT ANG       
 AI1153
 AI1153.Superseded values are not recommended for survey control.
 AI1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1153.See file dsdata.txt to determine how the superseded data were derived.
 AI1153
 AI1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB0667232613(NAD 83)
 AI1153_MARKER: DS = TRIANGULATION STATION DISK
 AI1153_SETTING: 66 = SET IN ROCK OUTCROP
 AI1153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1153+STABILITY: POSITION/ELEVATION WELL
 AI1153
 AI1153  HISTORY     - Date     Condition        Report By
 AI1153  HISTORY     - 1959     MONUMENTED       USGS
 AI1153
 AI1153                          STATION DESCRIPTION
 AI1153
 AI1153'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AI1153'LOCATED ABOUT 54.0 MI. NNW. OF MERCURY, 1.5 MI. WSW. OF GROOM MINE, ON
 AI1153'SMALL TOP ON SOUTHWEST END OF TIMPAHUTE RANGE. STATION REACHED BY
 AI1153'HELICOPTER. STATION MARK--STANDARD TABLET STAMPED---GROOM 1959---, SET
 AI1153'IN SOLID ROCK. RM NO. 1--STANDARD RM TABLET STAMPED---NO 1 1959---,
 AI1153'SET IN BOULDER IN PLACE, 59.68 FT. FROM STATION MARK IN DIRECTI 359
 AI1153'DEGREES 46 MINUTES. RM NO. 2--STANDARD RM TABLET STAMPED---NO 2
 AI1153'1959---, SET IN BOULDER IN PLACE, 18.05 FT. FROM STATION MARK IN
 AI1153'DIRECTI 234 DEGREES 01 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0495 ***********************************************************************
 KQ0495  DESIGNATION -  GRUB
 KQ0495  PID         -  KQ0495
 KQ0495  STATE/COUNTY-  NV/EUREKA
 KQ0495  USGS QUAD   -  BEAN FLAT EAST (1986)
 KQ0495
 KQ0495                         *CURRENT SURVEY CONTROL
 KQ0495  ___________________________________________________________________
 KQ0495* NAD 83(1994)-  39 37 05.84022(N)    116 28 44.73620(W)     ADJUSTED  
 KQ0495* NAVD 88     -      1891.3    (meters)    6205.     (feet)  VERTCON   
 KQ0495  ___________________________________________________________________
 KQ0495  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 KQ0495  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 KQ0495
 KQ0495  HORZ ORDER  -  FIRST
 KQ0495
 KQ0495.The horizontal coordinates were established by classical geodetic methods
 KQ0495.and adjusted by the National Geodetic Survey in June 1998..
 KQ0495
 KQ0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0495
 KQ0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0495
 KQ0495.The geoid height was determined by GEOID03.
 KQ0495
 KQ0495;                    North         East     Units Scale Factor Converg.
 KQ0495;SPC NV E     - 8,540,618.309   123,090.479   MT  0.99997280   -0 34 16.4
 KQ0495;SPC NV E     -28,020,345.24    403,839.35   sFT  0.99997280   -0 34 16.4
 KQ0495;SPC NV C     - 6,540,251.735   516,104.831   MT  0.99990319   +0 07 10.6
 KQ0495;SPC NV C     -21,457,475.90  1,693,253.93   sFT  0.99990319   +0 07 10.6
 KQ0495;UTM  11      - 4,385,522.030   544,711.140   MT  0.99962461   +0 19 55.8
 KQ0495
 KQ0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0495!SPC NV E     -   0.99970669  x   0.99997280  =   0.99967950
 KQ0495!SPC NV C     -   0.99970669  x   0.99990319  =   0.99960991
 KQ0495!UTM  11      -   0.99970669  x   0.99962461  =   0.99933141
 KQ0495
 KQ0495|---------------------------------------------------------------------|
 KQ0495| PID    Reference Object                     Distance      Geod. Az  |
 KQ0495|                                                           dddmmss.s |
 KQ0495| AH8002 GRUB RM 1                            11.686 METERS 00643     |
 KQ0495| DD5960 GRUB AZ MK                                         0415231.9 |
 KQ0495| AH8003 GRUB RM 2                            21.153 METERS 14353     |
 KQ0495|---------------------------------------------------------------------|
 KQ0495
 KQ0495                          SUPERSEDED SURVEY CONTROL
 KQ0495
 KQ0495  NAD 83(1986)-  39 37 05.83832(N)    116 28 44.72921(W) AD(       ) 1
 KQ0495  NAD 27      -  39 37 06.10900(N)    116 28 41.46300(W) AD(       ) 1
 KQ0495  NGVD 29 (07/19/86) 1890.0    (m)         6201.     (f) VERT ANG       
 KQ0495
 KQ0495.Superseded values are not recommended for survey control.
 KQ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0495.See file dsdata.txt to determine how the superseded data were derived.
 KQ0495
 KQ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND4471185522(NAD 83)
 KQ0495_MARKER: DD = SURVEY DISK
 KQ0495_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0495_PROJECTION: FLUSH
 KQ0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0495+STABILITY: POSITION/ELEVATION WELL
 KQ0495
 KQ0495  HISTORY     - Date     Condition        Report By
 KQ0495  HISTORY     - 1954     MONUMENTED       CGS
 KQ0495  HISTORY     - 1955     GOOD             USGS
 KQ0495
 KQ0495                          STATION DESCRIPTION
 KQ0495
 KQ0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0495'THE STATION IS LOCATED ABOUT 28 MILES, AIR LINE, WEST-NORTHWEST
 KQ0495'OF EUREKA AND 8 MILES, AIR LINE, NORTH OF U.S. HIGHWAY 50.
 KQ0495'IT IS ON A SMALL SAGE BRUSH COVERED KNOLL IN A FLAT AREA THAT
 KQ0495'IS LOCALLY KNOWN AS GRUB FLAT.
 KQ0495'
 KQ0495'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 20 AND U.S. HIGHWAY
 KQ0495'50 WHICH IS ABOUT 3 MILES NORTHWEST OF EUREKA, GO WEST ON
 KQ0495'U.S. HIGHWAY 50 FOR 21.1 MILES TO A DIRT ROAD RIGHT AND
 KQ0495'SIGN 3BAR 18 CORTEZ 47 BEOWAWE 78.  TURN RIGHT, NORTH, AND GO
 KQ0495'9.2 MILES TO A CROSS ROAD.  TURN LEFT, WEST, AND GO 0.5 MILE
 KQ0495'TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO A FORK
 KQ0495'AND THE AZIMUTH MARK ON THE RIGHT.  TAKE THE RIGHT FORK AND GO 0.5
 KQ0495'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.4 MILE TO OLD RANCH
 KQ0495'BUILDINGS AND A FORK.  TAKE THE LEFT FORK, SOUTH, AND GO 0.4
 KQ0495'MILE.  TURN RIGHT, WEST, AND GO ACROSS COUNTRY FOR 0.1 MILE
 KQ0495'TO THE STATION.  THIS IS A DRIVE STATION.
 KQ0495'
 KQ0495'THE STATION MARK, A STANDARD DISK STAMPED GRUB 1954, IS SET
 KQ0495'IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH IS FLUSH WITH THE
 KQ0495'GROUND.  IT IS 9 FEET WEST OF A WHITE WITNESS POST.
 KQ0495'
 KQ0495'REFERENCE MARK 1, A STANDARD DISK STAMPED GRUB NO 1 1954, IS
 KQ0495'SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH IS FLUSH WITH
 KQ0495'THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 KQ0495'MARK.
 KQ0495'
 KQ0495'REFERENCE MARK 2, A STANDARD DISK STAMPED GRUB NO 2 1954,
 KQ0495'IS SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH IS FLUSH WITH
 KQ0495'THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 KQ0495'MARK.
 KQ0495'
 KQ0495'THE AZIMUTH MARK, A STANDARD DISK STAMPED GRUB 1954, IS SET
 KQ0495'IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS 4 INCHES
 KQ0495'ABOVE THE GROUND.  IT IS 15 FEET NORTH OF THE CENTER OF THE
 KQ0495'ROAD AND 4 FEET WEST OF A WHITE WITNESS POST.
 KQ0495
 KQ0495                          STATION RECOVERY (1955)
 KQ0495
 KQ0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KQ0495'RECOVERED AS DESCRIBED BY NGS IN 1940 IN DESCRIPTION LIST 39 116 1,
 KQ0495'STATION 1005.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0324 ***********************************************************************
 HP0324  DESIGNATION -  GRUEN
 HP0324  PID         -  HP0324
 HP0324  STATE/COUNTY-  NV/LINCOLN
 HP0324  USGS QUAD   -  ELGIN (1980)
 HP0324
 HP0324                         *CURRENT SURVEY CONTROL
 HP0324  ___________________________________________________________________
 HP0324* NAD 83(1994)-  37 19 01.68939(N)    114 34 04.61376(W)     ADJUSTED  
 HP0324* NAVD 88     -      1340.25   (+/-2cm)    4397.1    (feet)  VERTCON   
 HP0324  ___________________________________________________________________
 HP0324  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 HP0324  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 HP0324
 HP0324  HORZ ORDER  -  SECOND
 HP0324  VERT ORDER  -  THIRD ? (See Below)
 HP0324
 HP0324.The horizontal coordinates were established by classical geodetic methods
 HP0324.and adjusted by the National Geodetic Survey in June 1998..
 HP0324
 HP0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0324.The vertical order pertains to the NGVD 29 superseded value.
 HP0324
 HP0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0324
 HP0324.The geoid height was determined by GEOID03.
 HP0324
 HP0324;                    North         East     Units Scale Factor Converg.
 HP0324;SPC NV E     - 8,285,303.568   289,996.632   MT  0.99999974   +0 36 56.1
 HP0324;SPC NV E     -27,182,700.12    951,430.62   sFT  0.99999974   +0 36 56.1
 HP0324;UTM  11      - 4,132,828.006   715,509.676   MT  1.00017215   +1 28 29.8
 HP0324
 HP0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0324!SPC NV E     -   0.99979365  x   0.99999974  =   0.99979339
 HP0324!UTM  11      -   0.99979365  x   1.00017215  =   0.99996577
 HP0324
 HP0324:                Primary Azimuth Mark                     Grid Az
 HP0324:SPC NV E     -  GRUEN AZ MK                              048 48 04.5
 HP0324:UTM  11      -  GRUEN AZ MK                              047 56 30.8
 HP0324
 HP0324|---------------------------------------------------------------------|
 HP0324| PID    Reference Object                     Distance      Geod. Az  |
 HP0324|                                                           dddmmss.s |
 HP0324| DD5961 GRUEN AZ MK                                        0492500.6 |
 HP0324| DD5962 GRUEN RM 1                            8.577 METERS 23322     |
 HP0324| DD5963 GRUEN RM 2                            7.008 METERS 31706     |
 HP0324|---------------------------------------------------------------------|
 HP0324
 HP0324                          SUPERSEDED SURVEY CONTROL
 HP0324
 HP0324  NAD 83(1994)-  37 19 01.68911(N)    114 34 04.61309(W) AD(       ) 2
 HP0324  NAD 83(1992)-  37 19 01.68295(N)    114 34 04.61255(W) AD(       ) 2
 HP0324  NAD 83(1986)-  37 19 01.68225(N)    114 34 04.61185(W) AD(       ) 2
 HP0324  NAD 27      -  37 19 01.80200(N)    114 34 01.63600(W) AD(       ) 2
 HP0324  NGVD 29 (07/19/86) 1339.29   (m)         4394.0    (f) LEVELING    3  
 HP0324
 HP0324.Superseded values are not recommended for survey control.
 HP0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0324.See file dsdata.txt to determine how the superseded data were derived.
 HP0324
 HP0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB1551032828(NAD 83)
 HP0324_MARKER: DS = TRIANGULATION STATION DISK
 HP0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0324
 HP0324  HISTORY     - Date     Condition        Report By
 HP0324  HISTORY     - 1944     MONUMENTED       CGS
 HP0324  HISTORY     - 1954     GOOD             CGS
 HP0324  HISTORY     - 1963     GOOD             AMS
 HP0324
 HP0324                          STATION DESCRIPTION
 HP0324
 HP0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0324'STATION IS 2-1/2 MILES (AIR LINE) SW OF ELGIN AND 21 MILES
 HP0324'(AIR LINE) SSW OF CALIENTE.  IT IS ON A LOW HUMP OF GRASSY
 HP0324'RIDGE WHICH IS THE FIRST RIDGE W OF THE MEADOW VALLEY WASH.
 HP0324'
 HP0324'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 HP0324'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS
 HP0324'STAMPED GRUEN 1944.  IT IS ON THE HIGHEST POINT OF GRASSY
 HP0324'HUMP AND 22 FEET NW OF A WITNESS POST.  UNDERGROUND MARK IS
 HP0324'A BRONZE DISK SET IN A DRILL HOLE IN A BOULDER.
 HP0324'
 HP0324'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CIRCULAR
 HP0324'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT
 HP0324'IS ABOUT 18 INCHES LOWER THAN THE STATION MARK AND IS STAMPED
 HP0324'GRUEN NO 1 1944.
 HP0324'
 HP0324'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CIRCULAR
 HP0324'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.
 HP0324'IT IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK AND IS
 HP0324'STAMPED GRUEN NO 2 1944.
 HP0324'
 HP0324'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CIRCULAR
 HP0324'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 HP0324'AND IS STAMPED GRUEN 1944.  THE MARK IS JUST E OF WITNESS
 HP0324'POST AND 34 FEET NW OF THE CENTER LINE OF ROAD.  THIS POINT
 HP0324'IS 3.0 MILES FROM ELGIN POST OFFICE ALONG DESCRIBED ROUTE TO
 HP0324'STATION.
 HP0324'
 HP0324'TO REACH STATION FROM THE POST OFFICE IN ELGIN, GO SW ACROSS
 HP0324'THE UNION PACIFIC RAILROAD TRACKS FOR 0.1 MILE, HERE TURN LEFT
 HP0324'(S) AND GO 0.05 MILE TO A FORK.  THE LEFT-HAND FORK IS THE CANYON
 HP0324'ROAD TO CARP, THE RIGHT FORK IS THE HILL ROAD TO CARP.  FOLLOW
 HP0324'THE RIGHT FORK FOR 3.6 MILES ACROSS STREAM AND UP VALLEY SW
 HP0324'TO A FORK.  HERE TAKE DIM TRACK ROAD TURNING TO THE RIGHT FOR
 HP0324'0.3 MILE TO THE TOP OF THE RIDGE AND A T-JUNCTION.  TURN RIGHT
 HP0324'HERE AND GO 0.1 MILE N ALONG RIDGE TO A LOW HUMP.  HERE TURN
 HP0324'OFF THE DIM TRACK ROAD TO THE RIGHT AND GO 0.3 MILE TO THE
 HP0324'TOP OF THE HUMP AND THE STATION.
 HP0324'
 HP0324'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 HP0324
 HP0324                          STATION RECOVERY (1954)
 HP0324
 HP0324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0324'RECOVERED.  THE STATION MARK, BOTH REFERENCE MARKS, AND
 HP0324'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HP0324'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 HP0324
 HP0324                          STATION RECOVERY (1963)
 HP0324
 HP0324'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1963
 HP0324'STATION, REFERENCE MARK AND AZIMUTH MARK WERE RECOVERED IN
 HP0324'GOOD CONDITION.
 HP0324'
 HP0324'DUE TO CHANGES IN ROAD ALIGNMENT THE ORIGINAL TO REACH DESCRIPTION
 HP0324'IS NO LONGER SATISFACTORY AND SHOULD BE CORRECTED AS FOLLOWS--TO
 HP0324'REACH FROM THE WATER TANK IN ELGIN, GO SW FOR 0.05 MILE,
 HP0324'CROSSING RAILROAD TRACKS, TO ROAD INTERSECTION.  TURN LEFT,
 HP0324'SE, AND GO FOR 0.35 MILE TO ROAD FORK.  TAKE RIGHT FORK AND
 HP0324'GO SW 3.4 MILES TO ROAD FORK.  TURN RIGHT, W, AND GO 0.3
 HP0324'MILE TO A CROSS ROAD.  TURN RIGHT, NW, AND GO 0.45 MILE.  TURN
 HP0324'NE AND GO UP HILL 0.05 MILE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0706 ***********************************************************************
 JP0706  DESIGNATION -  GUBLER
 JP0706  PID         -  JP0706
 JP0706  STATE/COUNTY-  NV/NYE
 JP0706  USGS QUAD   -  WELLS STATION (1990)
 JP0706
 JP0706                         *CURRENT SURVEY CONTROL
 JP0706  ___________________________________________________________________
 JP0706* NAD 83(1994)-  38 33 23.55791(N)    115 17 25.93159(W)     ADJUSTED  
 JP0706* NAVD 88     -      2467.2    (meters)    8094.     (feet)  VERTCON   
 JP0706  ___________________________________________________________________
 JP0706  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 JP0706  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 JP0706
 JP0706  HORZ ORDER  -  THIRD
 JP0706
 JP0706.The horizontal coordinates were established by classical geodetic methods
 JP0706.and adjusted by the National Geodetic Survey in June 1998..
 JP0706
 JP0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0706
 JP0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0706
 JP0706.The geoid height was determined by GEOID03.
 JP0706
 JP0706;                    North         East     Units Scale Factor Converg.
 JP0706;SPC NV C     - 6,423,272.647   619,940.336   MT  1.00007710   +0 51 28.2
 JP0706;SPC NV C     -21,073,687.01  2,033,920.92   sFT  1.00007710   +0 51 28.2
 JP0706;UTM  11      - 4,268,952.837   648,949.954   MT  0.99987322   +1 03 56.5
 JP0706
 JP0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0706!SPC NV C     -   0.99961657  x   1.00007710  =   0.99969364
 JP0706!UTM  11      -   0.99961657  x   0.99987322  =   0.99948984
 JP0706
 JP0706|---------------------------------------------------------------------|
 JP0706| PID    Reference Object                     Distance      Geod. Az  |
 JP0706|                                                           dddmmss.s |
 JP0706| CS8732 GUBLER RM 1                          12.052 METERS 13651     |
 JP0706| CS8733 GUBLER RM 2                           9.248 METERS 22958     |
 JP0706|---------------------------------------------------------------------|
 JP0706
 JP0706                          SUPERSEDED SURVEY CONTROL
 JP0706
 JP0706  NAD 83(1994)-  38 33 23.55162(N)    115 17 25.93437(W) AD(       ) 3
 JP0706  NAD 83(1986)-  38 33 23.55027(N)    115 17 25.93604(W) AD(       ) 3
 JP0706  NGVD 29 (01/04/94) 2466.0    (m)         8091.     (f) VERT ANG       
 JP0706
 JP0706.Superseded values are not recommended for survey control.
 JP0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0706.See file dsdata.txt to determine how the superseded data were derived.
 JP0706
 JP0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC4895068953(NAD 83)
 JP0706_MARKER: DS = TRIANGULATION STATION DISK
 JP0706_SETTING: 66 = SET IN ROCK OUTCROP
 JP0706_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JP0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0706+STABILITY: POSITION/ELEVATION WELL
 JP0706
 JP0706  HISTORY     - Date     Condition        Report By
 JP0706  HISTORY     - 1963     MONUMENTED       USGS
 JP0706
 JP0706                          STATION DESCRIPTION
 JP0706
 JP0706'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JP0706'LOCATED ABOUT 26 MI SW. OF LUND, 16.5 MI SE. OF CURRANT, 14 MI
 JP0706'NW. OF WARM SPRINGS RANCH, 3 MI S. OF RD. FROM U.S. HWY. 6 AT
 JP0706'CURRANT SE. TO STATE HWY. 38.  ON SOUTHERNMOST OF TWO CLOSE
 JP0706'PROMINENT TOPS IN NORTHEAST PART OF GRANT RANGE.
 JP0706'
 JP0706'STATION REACHED BY HELICOPTER.
 JP0706'
 JP0706'STATION MARK--STANDARD TABLET STAMPED---GUBLER 1963---, CEMENTED IN
 JP0706'DRILL HOLE IN TOP OF ROCK OUTCROP, ABOUT 1.5 FT LOWER THAN
 JP0706'HIGHEST POINT OF TOP.
 JP0706'
 JP0706'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, CEMENTED IN DRILL
 JP0706'HOLE IN TOP OF ROCK OUTCROP, 12.8 FT LOWER THAN STATION MARK.
 JP0706'
 JP0706'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, CEMENTED IN DRILL
 JP0706'HOLE IN TOP OF ROCK OUTCROP, 7.6 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7050 ***********************************************************************
 AH7050  DESIGNATION -  GULLY
 AH7050  PID         -  AH7050
 AH7050  STATE/COUNTY-  NV/ELKO
 AH7050  USGS QUAD   -  BEAR MOUNTAIN (1989)
 AH7050
 AH7050                         *CURRENT SURVEY CONTROL
 AH7050  ___________________________________________________________________
 AH7050* NAD 83(1994)-  41 55 21.87785(N)    114 54 26.82405(W)     ADJUSTED  
 AH7050* NAVD 88     -      2141.8    (meters)    7027.     (feet)  VERTCON   
 AH7050  ___________________________________________________________________
 AH7050  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AH7050  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 AH7050
 AH7050  HORZ ORDER  -  THIRD
 AH7050
 AH7050.The horizontal coordinates were established by classical geodetic methods
 AH7050.and adjusted by the National Geodetic Survey in January 1999..
 AH7050
 AH7050.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7050
 AH7050.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7050
 AH7050.The geoid height was determined by GEOID03.
 AH7050
 AH7050;                    North         East     Units Scale Factor Converg.
 AH7050;SPC NV E     - 8,796,338.815   256,059.573   MT  0.99993866   +0 27 05.7
 AH7050;SPC NV E     -28,859,321.60    840,088.78   sFT  0.99993866   +0 27 05.7
 AH7050;UTM  11      - 4,643,316.097   673,513.590   MT  0.99997048   +1 23 54.4
 AH7050
 AH7050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7050!SPC NV E     -   0.99966660  x   0.99993866  =   0.99960528
 AH7050!UTM  11      -   0.99966660  x   0.99997048  =   0.99963709
 AH7050
 AH7050                          SUPERSEDED SURVEY CONTROL
 AH7050
 AH7050  NGVD 29 (01/22/99) 2140.6    (m)         7023.     (f) VERT ANG       
 AH7050
 AH7050.Superseded values are not recommended for survey control.
 AH7050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7050.See file dsdata.txt to determine how the superseded data were derived.
 AH7050
 AH7050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG7351443316(NAD 83)
 AH7050_MARKER: Z = SEE DESCRIPTION
 AH7050_SETTING: 0 = UNSPECIFIED SETTING
 AH7050_PROJECTION: FLUSH
 AH7050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7050
 AH7050  HISTORY     - Date     Condition        Report By
 AH7050  HISTORY     - 1957     MONUMENTED       USGS
 AH7050
 AH7050                          STATION DESCRIPTION
 AH7050
 AH7050'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AH7050'LOCATED ABOUT 12 MI. NW. OF CONTACT AND 5 MI. S. OF IDAHO-NEVADA STATE
 AH7050'LINE, ON HIGH POINT OF N.S. RIDGE NEAR THE NORTH END AND ABOUT 1500
 AH7050'FT. S. OF POINT WITH LARGE CAIRN.  STATION IS NEAR WEST SIDE OF RIDGE
 AH7050'AT HIGHEST POINT.
 AH7050'TO REACH FROM IDAHO-NEVADA STATE LINE, DRIVE S. ON U.S. HIGHWAY 93 FOR
 AH7050'11.3 MI., TURN RIGHT (W.) OFF HIGHWAY THROUGH WIRE GATE UNDER SIGN --U
 AH7050'C LAND AND CATTLE CO - COTTONWOOD PASTURE-- DRIVE W. FOR 10 MI., TAKE
 AH7050'RD. TO LEFT AT RD. FORKS NEAR OLD CORRAL AND DRIVE W. FOR 0.6 MI.,
 AH7050'TAKE RD. TO LEFT AFTER PASSING THROUGH WIRE GATE AND DRIVE W. FOR 2.9
 AH7050'MI. TO RD. FORKS, TAKE RIGHT FORK AND DRIVE N. UP VALLEY FOR 0.8 MI.,
 AH7050'TURN LEFT OFF RD. UP SLOPE TO WEST (FOUR-WHEEL DRIVE VEHICLE REQUIRED
 AH7050'FROM THIS POINT), DRIVE 0.4 MI. W. TO RIDGE TOP AT BREAK IN CLIFFS,
 AH7050'DRIVE N. ALONG RIDGE TOP 0.4 MI. TO HIGHEST POINT AND STATION.
 AH7050'STATION MARK--STANDARD TABLET ---STAMPED---GULLY 1957 CEMENTED IN ROCK
 AH7050'OUTCROP.
 AH7050'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET ---STAMPED---
 AH7050'GULLY NO 1 1957 CEMENTED IN ROCK, 21.66 FT. FROM STATION MARK.
 AH7050'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET ---STAMPED---
 AH7050'GULLY NO 2 1957 CEMENTED IN ROCK, 40.66 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9155 ***********************************************************************
 AH9155  DESIGNATION -  GUN
 AH9155  PID         -  AH9155
 AH9155  STATE/COUNTY-  NV/HUMBOLDT
 AH9155  USGS QUAD   -  LEONARD CR SLOUGH SOUTH (1972)
 AH9155
 AH9155                         *CURRENT SURVEY CONTROL
 AH9155  ___________________________________________________________________
 AH9155* NAD 83(1994)-  41 15 03.93866(N)    118 45 01.57953(W)     ADJUSTED  
 AH9155* NAVD 88     -      1213.3    (meters)    3981.     (feet)  VERTCON   
 AH9155  ___________________________________________________________________
 AH9155  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 AH9155  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 AH9155
 AH9155  HORZ ORDER  -  THIRD
 AH9155
 AH9155.The horizontal coordinates were established by classical geodetic methods
 AH9155.and adjusted by the National Geodetic Survey in March 1999..
 AH9155
 AH9155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9155
 AH9155.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9155
 AH9155.The geoid height was determined by GEOID03.
 AH9155
 AH9155;                    North         East     Units Scale Factor Converg.
 AH9155;SPC NV W     - 4,721,541.855   785,995.443   MT  0.99990241   -0 06 36.7
 AH9155;SPC NV W     -15,490,591.90  2,578,720.05   sFT  0.99990241   -0 06 36.7
 AH9155;UTM  11      - 4,568,108.880   353,342.497   MT  0.99986471   -1 09 15.7
 AH9155
 AH9155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9155!SPC NV W     -   0.99981306  x   0.99990241  =   0.99971549
 AH9155!UTM  11      -   0.99981306  x   0.99986471  =   0.99967780
 AH9155
 AH9155                          SUPERSEDED SURVEY CONTROL
 AH9155
 AH9155  NGVD 29 (03/31/99) 1212.3    (m)         3977.     (f) VERT ANG       
 AH9155
 AH9155.Superseded values are not recommended for survey control.
 AH9155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9155.See file dsdata.txt to determine how the superseded data were derived.
 AH9155
 AH9155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF5334268109(NAD 83)
 AH9155_MARKER: DD = SURVEY DISK
 AH9155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9155+STABILITY: SURFACE MOTION
 AH9155
 AH9155  HISTORY     - Date     Condition        Report By
 AH9155  HISTORY     - 1965     MONUMENTED       USGS
 AH9155
 AH9155                          STATION DESCRIPTION
 AH9155
 AH9155'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH9155'LOCATED ABOUT 28 MI. N OF SULPHUR, ABOUT 28 MI SW OF QUINN RIVER
 AH9155'CROSSING, ABOUT 10.9 MI. NW OF KING LEAR PEAK, IN THE NORTHERLY PART
 AH9155'OF US NAVAL GUNNERY RANGE. STATION REACHED BY HELICOPTER. TO REACH
 AH9155'FROM SULPHUR---ON EAST EDGE OF BLACK ROCK DESERT---, DRIVE ABOUT 28
 AH9155'MI. NORTHERLY, THEN WESTERLY CROSS-COUNTRY, CROSSING QUINN RIVER TO
 AH9155'GROUP OF LOW SAGE-COVERED SAND DUNES AND STATION MARK. STATION
 AH9155'MARK--STANDARD TABLET STAMPED---GUN 1965---CEMENTED IN A 6 BY 6
 AH9155'CONCRETE POST PROJECTING 0.4 FT. ABOVE GROUND. REFERENCE MARK NO.
 AH9155'1--STANDARD TABLET CEMENTED IN A 3-INCH CONCRETE- FILLED STOVEPIPE,
 AH9155'25.28 FT. FROM STATION MARK IN DIRECTI 11 DEGREE 20MINUTE. REFERENCE
 AH9155'MARK NO. 2--STANDARD TABLET, 24.29 FT FROM STATION MARK IN DIRECTI 137
 AH9155'DEGREE 12 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3464 ***********************************************************************
 AA3464  FBN         -  This is a Federal Base Network Control Station.
 AA3464  DESIGNATION -  GWM 43
 AA3464  PID         -  AA3464
 AA3464  STATE/COUNTY-  NV/LANDER
 AA3464  USGS QUAD   -  DUGOUT SPRING (1986)
 AA3464
 AA3464                         *CURRENT SURVEY CONTROL
 AA3464  ___________________________________________________________________
 AA3464* NAD 83(1999)-  40 07 13.37514(N)    116 36 46.10075(W)     ADJUSTED  
 AA3464* NAVD 88     -      1753.3    (meters)    5752.     (feet)  GPS OBS   
 AA3464  ___________________________________________________________________
 AA3464  EPOCH DATE  -        1999.37
 AA3464  X           -  -2,188,471.942 (meters)                     COMP
 AA3464  Y           -  -4,367,838.878 (meters)                     COMP
 AA3464  Z           -   4,089,332.647 (meters)                     COMP
 AA3464  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 AA3464  ELLIP HEIGHT-        1732.81  (meters)          (05/16/00) GPS OBS
 AA3464  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 AA3464
 AA3464  HORZ ORDER  -  A
 AA3464  ELLP ORDER  -  FOURTH    CLASS I
 AA3464
 AA3464.The horizontal coordinates were established by GPS observations
 AA3464.and adjusted by the National Geodetic Survey in May 2000..
 AA3464.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3464.DATUM ITEM on the data sheet items page.
 AA3464.The horizontal coordinates are valid at the epoch date displayed above.
 AA3464.The epoch date for horizontal control is a decimal equivalence
 AA3464.of Year/Month/Day.
 AA3464
 AA3464.The orthometric height was determined by GPS observations and a
 AA3464.high-resolution geoid model.
 AA3464
 AA3464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3464
 AA3464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3464
 AA3464.The ellipsoidal height was determined by GPS observations
 AA3464.and is referenced to NAD 83.
 AA3464
 AA3464.The geoid height was determined by GEOID03.
 AA3464
 AA3464;                    North         East     Units Scale Factor Converg.
 AA3464;SPC NV C     - 6,595,979.196   504,590.844   MT  0.99990026   +0 02 04.9
 AA3464;SPC NV C     -21,640,308.41  1,655,478.46   sFT  0.99990026   +0 02 04.9
 AA3464;UTM  11      - 4,441,190.418   532,992.715   MT  0.99961340   +0 14 58.2
 AA3464
 AA3464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3464!SPC NV C     -   0.99972824  x   0.99990026  =   0.99962852
 AA3464!UTM  11      -   0.99972824  x   0.99961340  =   0.99934174
 AA3464
 AA3464                          SUPERSEDED SURVEY CONTROL
 AA3464
 AA3464  NAD 83(1994)-  40 07 13.37383(N)    116 36 46.09851(W) AD(       ) B
 AA3464  ELLIP H (03/30/95) 1732.85   (m)                       GP(       ) 4 1
 AA3464
 AA3464.Superseded values are not recommended for survey control.
 AA3464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3464.See file dsdata.txt to determine how the superseded data were derived.
 AA3464
 AA3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE3299341190(NAD 83)
 AA3464_MARKER: DB = BENCH MARK DISK
 AA3464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3464_STAMPING: GWM 43 1937
 AA3464_MARK LOGO: USGS  
 AA3464_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3464+STABILITY: SURFACE MOTION
 AA3464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3464+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1998
 AA3464
 AA3464  HISTORY     - Date     Condition        Report By
 AA3464  HISTORY     - 1937     MONUMENTED       USGS
 AA3464  HISTORY     - 19940623 GOOD             BLM
 AA3464  HISTORY     - 19981215 GOOD             NGS
 AA3464
 AA3464                          STATION DESCRIPTION
 AA3464
 AA3464'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1994 (BP)
 AA3464'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN, NV, GO EAST ON US
 AA3464'HIGHWAY 50 FOR 8.65 KM (5.35 MI) TO THE JUNCTION OF GRASS VALLEY ROAD.
 AA3464'TURN LEFT GO 4.8 KM (3.00 MI) TO THE END OF PAVEMENT. CONTINUE
 AA3464'STRAIGHT FOR 6.88 KM (4.25 MI) TO A FORK.  TAKE THE RIGHT FORK AND GO
 AA3464'37.12 KM (23.05 MI) TO THE GUND RANCH. CONTINUE STRAIGHT FOR 16.95 KM
 AA3464'(10.55 MI) TO THE JUNCTION OF ROAD TO J.D. RANCH AND US HIGHWAY 278 ON
 AA3464'THE RIGHT.  CONTINUE STRAIGHT FOR 7.85 KM (4.85 MI) TO THE
 AA3464'EUREKA/LANDER COUNTY LINE.  CONTINUE STRAIGHT FOR 0.8 KM (0.50 MI) TO
 AA3464'A CATTLE GUARD.  CONTINUE STRAIGHT FOR 1.92 KM (1.20 MI) TO A REVERSE
 AA3464'FORK ON THE LEFT. TURN LEFT AND GO 0.72 KM (0.45 MI) ON THE ROAD TO
 AA3464'THE STATION ON THE LEFT. THE STATION IS A STANDARD USGS DISK SET IN
 AA3464'THE TOP OF A 19 CM CONCRETE MONUMENT PROJECTING 19.5 CM ABOVE GROUND.
 AA3464'IT IS ABOUT 7.6 M (24.9 FT) FROM THE SIDE OF THE ROAD. DESCRIBED BY
 AA3464'BLM.
 AA3464
 AA3464                          STATION RECOVERY (1998)
 AA3464
 AA3464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AA3464'THE STATION IS LOCATED ABOUT 104.6 KM (65.00 MI) SOUTHWEST OF ELKO,
 AA3464'86.9 KM (54.00 MI) NORTHEAST OF AUSTIN AND 64.4 KM (40.00 MI)
 AA3464'SOUTHEAST OF BATTLE MOUNTAIN.  OWNERSHIP--BUREAU OF LAND MANAGEMENT.
 AA3464'NOTE--THE TRACK ROAD TO THE STATION IS DEEPLY RUTTED, A FOUR WHEEL
 AA3464'DRIVE VEHICLE IS RECOMMENDED.  TO REACH THE STATION FROM THE JUNCTION
 AA3464'OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 306 (EXIT 261) ABOUT 30.6
 AA3464'KM (19.00 MI) WEST OF CARLIN AND 45.1 KM (28.00 MI) EAST OF BATTLE
 AA3464'MOUNTAIN, GO SOUTH ON HIGHWAY 306 FOR 9.17 KM (5.70 MI) TO A RAILROAD
 AA3464'CROSSING IN BEOWANE.  CONTINUE AHEAD ON HIGHWAY 306 FOR 23.17 KM
 AA3464'(14.40 MI) TO THE CRESCENT VALLEY POST OFFICE ON THE LEFT.  CONTINUE
 AA3464'AHEAD FOR 1.21 KM (0.75 MI) TO THE EUREKA-LANDER COUNTY LINE. CONTINUE
 AA3464'AHEAD FOR 17.1 KM (10.60 MI) TO A PAVED ROAD LEFT LEADING TO AUSTIN
 AA3464'AND GRASS VALLEY.  TURN LEFT AND GO SOUTHEAST FOR 9.5 KM (5.90 MI) ON
 AA3464'THE PAVED ROAD TOWARD CORTEZ GOLD MINE NO.  1, TO A GRAVEL CROSSROAD.
 AA3464'TURN RIGHT, SOUTH ON THE GRAVEL ROAD LEADING TO CORTEZ AND GO 0.16 KM
 AA3464'(0.10 MI) TO A GRAVEL CROSSROAD.  CONTINUE AHEAD FOR 7.88 KM (4.90 MI)
 AA3464'TO A GRAVEL ROAD LEFT LEADING TO CORTEZ. CONTINUE AHEAD FOR 2.49 KM
 AA3464'(1.55 MI) TO A TRACK ROAD ON THE RIGHT (THE TRACK ROAD IS 1.9 KM (1.20
 AA3464'MI) BEFORE A CATTLE GUARD.  TURN RIGHT ON THE TRACK ROAD AND GO 0.72
 AA3464'KM (0.45 MI) TO THE STATION ON THE LEFT.  THE STATION IS SET IN TOP OF
 AA3464'A 20 CM ROUND CONCRETE POST PROJECTING 20 CM ABOVE THE GROUND.  IT IS
 AA3464'7.6 M (24.9 FT) FROM THE SIDE OF THE ROAD AND 1.1 M (3.6 FT) SOUTHEAST
 AA3464'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0574 ***********************************************************************
 LS0574  DESIGNATION -  GYPSUM
 LS0574  PID         -  LS0574
 LS0574  STATE/COUNTY-  NV/PERSHING
 LS0574  USGS QUAD   -  COAL CANYON (1987)
 LS0574
 LS0574                         *CURRENT SURVEY CONTROL
 LS0574  ___________________________________________________________________
 LS0574* NAD 83(1994)-  40 11 15.49186(N)    118 21 14.86662(W)     ADJUSTED  
 LS0574* NAVD 88     -      1938.     (meters)    6358.     (feet)  VERTCON   
 LS0574  ___________________________________________________________________
 LS0574  LAPLACE CORR-           8.23  (seconds)                    DEFLEC99
 LS0574  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 LS0574
 LS0574  HORZ ORDER  -  THIRD
 LS0574
 LS0574.The horizontal coordinates were established by classical geodetic methods
 LS0574.and adjusted by the National Geodetic Survey in June 1998..
 LS0574
 LS0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0574
 LS0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0574
 LS0574.The geoid height was determined by GEOID03.
 LS0574
 LS0574;                    North         East     Units Scale Factor Converg.
 LS0574;SPC NV W     - 4,603,470.043   819,516.968   MT  0.99990469   +0 08 52.5
 LS0574;SPC NV W     -15,103,217.97  2,688,698.59   sFT  0.99990469   +0 08 52.5
 LS0574;UTM  11      - 4,449,462.482   384,727.086   MT  0.99976357   -0 52 26.1
 LS0574
 LS0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0574!SPC NV W     -   0.99969960  x   0.99990469  =   0.99960432
 LS0574!UTM  11      -   0.99969960  x   0.99976357  =   0.99946324
 LS0574
 LS0574                          SUPERSEDED SURVEY CONTROL
 LS0574
 LS0574  NAD 83(1986)-  40 11 15.50636(N)    118 21 14.84836(W) AD(       ) 3
 LS0574  NAD 27      -  40 11 15.83200(N)    118 21 11.34900(W) AD(       ) 3
 LS0574  NGVD 29 (07/19/86) 1937.     (m)         6355.     (f) VERT ANG       
 LS0574
 LS0574.Superseded values are not recommended for survey control.
 LS0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0574.See file dsdata.txt to determine how the superseded data were derived.
 LS0574
 LS0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE8472749462(NAD 83)
 LS0574_MARKER: 72 = CAIRN
 LS0574_SETTING: 0 = UNSPECIFIED SETTING
 LS0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0574
 LS0574  HISTORY     - Date     Condition        Report By
 LS0574  HISTORY     - 1944     FIRST OBSERVED   USGS
 LS0574  HISTORY     - 1945     GOOD             NVDH
 LS0574  HISTORY     - 1955     GOOD             USGS
 LS0574
 LS0574                          STATION DESCRIPTION
 LS0574
 LS0574'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1945
 LS0574'LETTER OF MR. W.T. HOLCOMB, NEVADA HIGHWAY DEPARTMENT, CARSON
 LS0574'CITY, NEVADA DATED MARCH 27, 1945--
 LS0574'
 LS0574'STATION WAS USED BY STATE HIGHWAY DEPT. AND CAIRN AND SIGNAL
 LS0574'ERECTED DIRECTLY OVER THE STATION MARK.
 LS0574
 LS0574                          STATION RECOVERY (1955)
 LS0574
 LS0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LS0574'POSITION LISTED IN NGS QUAD 40118-2, STATION 1028.
 LS0574'
 LS0574'LOCATED ABOUT 10.5 MI. S. OF OREANA AND 6.5 MI. E. OF LOVELOCK ON
 LS0574'HIGHEST POINT OF PROMINENT TOP OF HUMBOLDT RANGE BETWEEN MUTTLEBURY
 LS0574'CANYON AND COAL CANYON.
 LS0574'
 LS0574'TO REACH FROM RR. DEPOT IN LOVELOCK, DRIVE N. ON E. SIDE OF TRACK
 LS0574'FOR 0.7 MI., TURN RIGHT 3.8 MI., TAKE RIGHT FORK 0.8 MI., TAKE LEFT
 LS0574'FORK UP DRAIN 0.6 MI., TAKE RIGHT FORK OF THREE FORKS AND GO UP
 LS0574'CANYON 1.3 MI., TAKE LEFT FORK UP DRAIN FOR 0.1 MI.  LEAVE TRUCK AND
 LS0574'PACK UP DRAIN TO STATION ON LEFT AT HIGHEST POINT OF TOP.
 LS0574'
 LS0574'STATION MARK--BRONZE TABLET, NOT STAMPED, CEMENTED IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0635 ***********************************************************************
 LS0635  DESIGNATION -  GYPSUM
 LS0635  PID         -  LS0635
 LS0635  STATE/COUNTY-  NV/PERSHING
 LS0635  USGS QUAD   -  KUMIVA PEAK (1990)
 LS0635
 LS0635                         *CURRENT SURVEY CONTROL
 LS0635  ___________________________________________________________________
 LS0635* NAD 83(1994)-  40 29 22.01792(N)    119 17 00.80861(W)     ADJUSTED  
 LS0635* NAVD 88     -      2262.6    (meters)    7423.     (feet)  VERTCON   
 LS0635  ___________________________________________________________________
 LS0635  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 LS0635  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 LS0635
 LS0635  HORZ ORDER  -  FIRST
 LS0635
 LS0635.The horizontal coordinates were established by classical geodetic methods
 LS0635.and adjusted by the National Geodetic Survey in June 1998..
 LS0635
 LS0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0635
 LS0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0635
 LS0635.The geoid height was determined by GEOID03.
 LS0635
 LS0635;                    North         East     Units Scale Factor Converg.
 LS0635;SPC NV W     - 4,637,190.667   740,639.929   MT  0.99994336   -0 27 16.8
 LS0635;SPC NV W     -15,213,849.71  2,429,916.17   sFT  0.99994336   -0 27 16.8
 LS0635;UTM  11      - 4,484,588.520   306,466.880   MT  1.00006106   -1 28 59.5
 LS0635
 LS0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0635!SPC NV W     -   0.99964874  x   0.99994336  =   0.99959212
 LS0635!UTM  11      -   0.99964874  x   1.00006106  =   0.99970978
 LS0635
 LS0635|---------------------------------------------------------------------|
 LS0635| PID    Reference Object                     Distance      Geod. Az  |
 LS0635|                                                           dddmmss.s |
 LS0635| DB7857 GYPSUM RM 1                           8.916 METERS 07845     |
 LS0635| DB7858 GYPSUM RM 2                          18.052 METERS 16348     |
 LS0635| LS0636 PAH RUM PEAK CAIRN FLAGPOLE         APPROX.27.1 KM 2460830.3 |
 LS0635| DB7856 GYPSUM AZ MK                                       3082036.0 |
 LS0635|---------------------------------------------------------------------|
 LS0635
 LS0635                          SUPERSEDED SURVEY CONTROL
 LS0635
 LS0635  NAD 83(1992)-  40 29 22.02353(N)    119 17 00.80763(W) AD(       ) 1
 LS0635  NAD 83(1986)-  40 29 22.01794(N)    119 17 00.81587(W) AD(       ) 1
 LS0635  NAD 27      -  40 29 22.37000(N)    119 16 57.15700(W) AD(       ) 1
 LS0635  NGVD 29 (10/14/92) 2261.6    (m)         7420.     (f) VERT ANG       
 LS0635
 LS0635.Superseded values are not recommended for survey control.
 LS0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0635.See file dsdata.txt to determine how the superseded data were derived.
 LS0635
 LS0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE0646784589(NAD 83)
 LS0635_MARKER: Z = SEE DESCRIPTION
 LS0635_SETTING: 0 = UNSPECIFIED SETTING
 LS0635
 LS0635  HISTORY     - Date     Condition        Report By
 LS0635  HISTORY     - 1940     MONUMENTED       CGS
 LS0635  HISTORY     - 1963     GOOD             USGS
 LS0635
 LS0635                          STATION DESCRIPTION
 LS0635
 LS0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LS0635'STATION IS LOCATED ABOUT 10 MILES SE OF GERLACH, ABOUT 2
 LS0635'MILES SE OF A GYPSUM MINE QUARRY, ON SUMMIT OF A ROCKY PEAK
 LS0635'ON THE SELENITE RANGE, AND IS THE HIGHEST POINT IN THE IMMEDIATE
 LS0635'VICINITY.
 LS0635'
 LS0635'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK
 LS0635'ON HIGHEST POINT OF ROCKY HILL.  IT IS STAMPED GYPSUM 1940.
 LS0635'
 LS0635'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK
 LS0635'ABOUT 29 FEET ENE OF STATION, AND ABOUT 10 FEET LOWER THAN
 LS0635'STATION MARK.  IT IS STAMPED GYPSUM NO. 1 1940.
 LS0635'
 LS0635'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK,
 LS0635'ABOUT 59 FEET SSE OF STATION AND ABOUT 15 FEET LOWER THAN
 LS0635'STATION.  IT IS STAMPED GYPSUM NO. 2 1940.
 LS0635'
 LS0635'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN OUTCROPPING
 LS0635'BEDROCK FLUSH WITH THE GROUND, ABOUT 2 MILES WNW OF STATION.
 LS0635'IT IS STAMPED GYPSUM NO. 3 1940.
 LS0635'
 LS0635'STATION IS REACHED FROM GERLACH POST OFFICE BY GOING EASTERLY
 LS0635'ON MAIN ROAD FOR 0.5 MILE, THENCE RIGHT, CROSS TRACKS, AND
 LS0635'CONTINUE SOUTHERLY ON MAIN ROAD ROAD FOR 5.4 MILES TO FORK
 LS0635'AT GYPSUM PLANT, TAKE LEFT FORK, MAIN ROAD FOR 4.0 MILES TO
 LS0635'FORKS AND SIGN RENO.  KEEP LEFT FORK, E, FOR 2.2 MILES TO
 LS0635'UPPER END OF A ROW OF HOUSES, BEAR SLIGHTLY LEFT AND CONTINUE
 LS0635'ON TRACK ROAD, PASS TO RIGHT OF QUARRY AND GO 0.2 MILE (AZIMUTH
 LS0635'MARK AT THIS MILEAGE ABOUT 150 YARDS, W, UP SLIGHT RISE, ABOUT
 LS0635'75 FEET HIGHER THAN ROAD, 15 FEET W OF JUNIPER BUSH),
 LS0635'CONTINUE ON TRACK ROAD FOR 0.35 MILE, THENCE RIGHT FORK OF
 LS0635'MAIN-TRAVELED ROAD AND GO 0.8 MILE TO FORKS, TAKE LEFT FORK,
 LS0635'N, AND GO 0.4 MILE TO END OF ROAD AND END OF TRUCK
 LS0635'TRAVEL.  PACK EASTERLY TO TOP OF RIDGE, THENCE S ALONG RIDGE
 LS0635'TO HIGHEST POINT AND STATION.  (2 1/4-HOUR PACK.)
 LS0635
 LS0635                          STATION RECOVERY (1963)
 LS0635
 LS0635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LS0635'RECOVERED AS DESCRIBED BY NGS IN 1940 IN DESCRIPTION LIST 40 119
 LS0635'2, STATION 1001.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1887 ***********************************************************************
 GR1887  DESIGNATION -  GYPSUM
 GR1887  PID         -  GR1887
 GR1887  STATE/COUNTY-  NV/CLARK
 GR1887  USGS QUAD   -  APEX (1986)
 GR1887
 GR1887                         *CURRENT SURVEY CONTROL
 GR1887  ___________________________________________________________________
 GR1887* NAD 83(1994)-  36 17 29.74405(N)    114 57 53.88724(W)     ADJUSTED  
 GR1887* NAVD 88     -       680.0    (meters)    2231.     (feet)  VERTCON   
 GR1887  ___________________________________________________________________
 GR1887  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 GR1887  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 GR1887
 GR1887  HORZ ORDER  -  SECOND
 GR1887
 GR1887.The horizontal coordinates were established by classical geodetic methods
 GR1887.and adjusted by the National Geodetic Survey in June 1998..
 GR1887
 GR1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1887
 GR1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1887
 GR1887.The geoid height was determined by GEOID03.
 GR1887
 GR1887;                    North         East     Units Scale Factor Converg.
 GR1887;SPC NV E     - 8,171,200.587   255,542.835   MT  0.99993800   +0 21 57.7
 GR1887;SPC NV E     -26,808,347.26    838,393.45   sFT  0.99993800   +0 21 57.7
 GR1887;UTM  11      - 4,018,212.855   682,746.554   MT  1.00001149   +1 12 17.5
 GR1887
 GR1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1887!SPC NV E     -   0.99989762  x   0.99993800  =   0.99983562
 GR1887!UTM  11      -   0.99989762  x   1.00001149  =   0.99990910
 GR1887
 GR1887|---------------------------------------------------------------------|
 GR1887| PID    Reference Object                     Distance      Geod. Az  |
 GR1887|                                                           dddmmss.s |
 GR1887| CC5352 GYPSUM RM 1                           8.236 METERS 03456     |
 GR1887| CC5354 GYPSUM WP                             3.167 METERS 26328     |
 GR1887| CC5353 GYPSUM RM 2                           6.440 METERS 28956     |
 GR1887| GR1921 DIKE                                APPROX. 4.6 KM 2913733.0 |
 GR1887|---------------------------------------------------------------------|
 GR1887
 GR1887                          SUPERSEDED SURVEY CONTROL
 GR1887
 GR1887  NAD 83(1994)-  36 17 29.74402(N)    114 57 53.88851(W) AD(       ) 2
 GR1887  NAD 83(1992)-  36 17 29.74640(N)    114 57 53.89021(W) AD(       ) 2
 GR1887  NAD 83(1992)-  36 17 29.74588(N)    114 57 53.89054(W) AD(       ) 2
 GR1887  NAD 83(1986)-  36 17 29.73535(N)    114 57 53.87047(W) AD(       ) 2
 GR1887  NAD 27      -  36 17 29.83900(N)    114 57 50.86200(W) AD(       ) 2
 GR1887  NGVD 29 (07/19/86)  679.3    (m)         2229.     (f) VERT ANG       
 GR1887
 GR1887.Superseded values are not recommended for survey control.
 GR1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1887.See file dsdata.txt to determine how the superseded data were derived.
 GR1887
 GR1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8274718213(NAD 83)
 GR1887_MARKER: DS = TRIANGULATION STATION DISK
 GR1887_SETTING: 66 = SET IN ROCK OUTCROP
 GR1887
 GR1887  HISTORY     - Date     Condition        Report By
 GR1887  HISTORY     - 1957     MONUMENTED       CGS
 GR1887
 GR1887                          STATION DESCRIPTION
 GR1887
 GR1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1887'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF LOS VEGAS
 GR1887'AND ABOUT 13 MILES SOUTHWEST OF DRY LAKE, ON THE SUMMIT OF
 GR1887'A VERY LOW HILL.
 GR1887'
 GR1887'TO REACH FROM DRY LAKE, GO SOUTHWEST ON U.S. HIGHWAY 91
 GR1887'FOR 13.4 MILES TO A TRACK ROAD LEFT (THIS POINT IS 3.0 MILES
 GR1887'NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 91 WITH THE ENTRANCE
 GR1887'ROAD TO LAKE MEADE BASE).  TURN LEFT (SOUTHEAST) AND GO 0.2
 GR1887'MILE TO STATION.
 GR1887'
 GR1887'THE STATION MARK, STAMPED GYPSUM 1957, IS A STANDARD BRONZE
 GR1887'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK WHICH IS
 GR1887'FLUSH WITH THE GROUND.  IT IS 10.39 FEET EAST OF A WHITE
 GR1887'WITNESS POST.
 GR1887'
 GR1887'REFERENCE MARK NO. 1, STAMPED GYPSUM NO 1 1957, IS A STANDARD
 GR1887'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK WHICH
 GR1887'IS FLUSH WITH THE GROUND.
 GR1887'
 GR1887'REFERENCE MARK NO. 2, STAMPED GYPSUM NO 2 1957, IS A STANDARD
 GR1887'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK
 GR1887'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0720 ***********************************************************************
 GR0720  DESIGNATION -  H 1
 GR0720  PID         -  GR0720
 GR0720  STATE/COUNTY-  NV/CLARK
 GR0720  USGS QUAD   -  MOAPA WEST (1983)
 GR0720
 GR0720                         *CURRENT SURVEY CONTROL
 GR0720  ___________________________________________________________________
 GR0720* NAD 83(1986)-  36 39 32.     (N)    114 38 19.     (W)     SCALED    
 GR0720* NAVD 88     -       484.990  (meters)    1591.17   (feet)  ADJUSTED  
 GR0720  ___________________________________________________________________
 GR0720  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 GR0720  DYNAMIC HT  -         484.517 (meters)    1589.62  (feet)  COMP
 GR0720  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 GR0720
 GR0720  VERT ORDER  -  FIRST     CLASS I
 GR0720
 GR0720.The horizontal coordinates were scaled from a topographic map and have
 GR0720.an estimated accuracy of +/- 6 seconds.
 GR0720
 GR0720.The orthometric height was determined by differential leveling
 GR0720.and adjusted by the National Geodetic Survey in June 1991..
 GR0720.WARNING-Repeat measurements at this control monument indicate possible
 GR0720.vertical movement.
 GR0720
 GR0720.The geoid height was determined by GEOID03.
 GR0720
 GR0720.The dynamic height is computed by dividing the NAVD 88
 GR0720.geopotential number by the normal gravity value computed on the
 GR0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0720.degrees latitude (g = 980.6199 gals.).
 GR0720
 GR0720.The modeled gravity was interpolated from observed gravity values.
 GR0720
 GR0720;                    North         East    Units  Estimated Accuracy
 GR0720;SPC NV E     - 8,212,190.      284,460.      MT  (+/- 180 meters Scaled)
 GR0720
 GR0720                          SUPERSEDED SURVEY CONTROL
 GR0720
 GR0720  NGVD 29 (??/??/92)  484.312  (m)         1588.95   (f) ADJ UNCH    1 1
 GR0720
 GR0720.Superseded values are not recommended for survey control.
 GR0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0720.See file dsdata.txt to determine how the superseded data were derived.
 GR0720
 GR0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA110596(NAD 83)
 GR0720_MARKER: B = BOLT
 GR0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0720_SP_SET: CULVERT
 GR0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0720
 GR0720  HISTORY     - Date     Condition        Report By
 GR0720  HISTORY     - UNK      MONUMENTED       CGS
 GR0720  HISTORY     - 1949     GOOD             NGS
 GR0720  HISTORY     - 1982     GOOD             NGS
 GR0720
 GR0720                          STATION DESCRIPTION
 GR0720
 GR0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0720'1.2 MI SW FROM MOAPA.
 GR0720'1.2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0720'AT MOAPA, ABOUT MIDWAY IN A HIGH FILL, AT A 4- BY 6-FOOT CONCRETE ARCH
 GR0720'CULVERT NO. 381.77, LEADED IN THE TOP OF THE SOUTHWEST END OF THE
 GR0720'SOUTHEAST HEAD WALL, AND ABOUT 20 FEET LOWER THAN THE TRACK.
 GR0720
 GR0720                          STATION RECOVERY (1982)
 GR0720
 GR0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0796 ***********************************************************************
 LR0796  DESIGNATION -  H 1
 LR0796  PID         -  LR0796
 LR0796  STATE/COUNTY-  NV/LANDER
 LR0796  USGS QUAD   -  BLOSSOM SPRING (1985)
 LR0796
 LR0796                         *CURRENT SURVEY CONTROL
 LR0796  ___________________________________________________________________
 LR0796* NAD 83(1986)-  40 37 23.     (N)    116 57 55.     (W)     SCALED    
 LR0796* NAVD 88     -      1378.125  (meters)    4521.40   (feet)  ADJUSTED  
 LR0796  ___________________________________________________________________
 LR0796  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 LR0796  DYNAMIC HT  -        1377.024 (meters)    4517.79  (feet)  COMP
 LR0796  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 LR0796
 LR0796  VERT ORDER  -  FIRST     CLASS II
 LR0796
 LR0796.The horizontal coordinates were scaled from a topographic map and have
 LR0796.an estimated accuracy of +/- 6 seconds.
 LR0796
 LR0796.The orthometric height was determined by differential leveling
 LR0796.and adjusted by the National Geodetic Survey in June 1991..
 LR0796
 LR0796.The geoid height was determined by GEOID03.
 LR0796
 LR0796.The dynamic height is computed by dividing the NAVD 88
 LR0796.geopotential number by the normal gravity value computed on the
 LR0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0796.degrees latitude (g = 980.6199 gals.).
 LR0796
 LR0796.The modeled gravity was interpolated from observed gravity values.
 LR0796
 LR0796;                    North         East    Units  Estimated Accuracy
 LR0796;SPC NV C     - 6,651,830.      474,740.      MT  (+/- 180 meters Scaled)
 LR0796
 LR0796                          SUPERSEDED SURVEY CONTROL
 LR0796
 LR0796.No superseded survey control is available for this station.
 LR0796
 LR0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE029969(NAD 83)
 LR0796_MARKER: DD = SURVEY DISK
 LR0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0796_SP_SET: CONCRETE POST
 LR0796_STAMPING: H 1 4518 1940
 LR0796_MARK LOGO: USGS  
 LR0796_PROJECTION: PROJECTING 2 CENTIMETERS
 LR0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0796+STABILITY: SURFACE MOTION
 LR0796
 LR0796  HISTORY     - Date     Condition        Report By
 LR0796  HISTORY     - 1940     MONUMENTED       USGS
 LR0796  HISTORY     - 1985     GOOD             NGS
 LR0796
 LR0796                          STATION DESCRIPTION
 LR0796
 LR0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LR0796'2.4 KM (1.5 MI) SOUTH FROM BATTLE MTN.
 LR0796'2.42 KM (1.50 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0796'AT BATTLE MTN, 0.20 KM (0.12 MI) NORTHEAST OF THE T JUNCTION OF A DIRT
 LR0796'ROAD LEADING SOUTHEAST INTO A BASEBALL FIELD, 0.74 KM (0.46 MI)
 LR0796'NORTHEAST OF MILEPOST 116, 37.8 METERS (124 FT) SOUTHEAST OF THE
 LR0796'HIGHWAY CENTERLINE, 28.7 METERS (94 FT) WEST ACROSS THE DIRT ROAD FROM
 LR0796'A TELEPHONE POLE AND 17.7 METERS (58 FT) NORTHWEST OF THE CENTER OF
 LR0796'THE ROAD.
 LR0796'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 LR0796'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0424 ***********************************************************************
 LR0424  DESIGNATION -  H 10
 LR0424  PID         -  LR0424
 LR0424  STATE/COUNTY-  NV/LANDER
 LR0424  USGS QUAD   -  ANTLER PEAK (1984)
 LR0424
 LR0424                         *CURRENT SURVEY CONTROL
 LR0424  ___________________________________________________________________
 LR0424* NAD 83(1986)-  40 30 33.     (N)    117 12 19.     (W)     SCALED    
 LR0424* NAVD 88     -      1466.302  (meters)    4810.69   (feet)  ADJUSTED  
 LR0424  ___________________________________________________________________
 LR0424  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 LR0424  DYNAMIC HT  -        1465.095 (meters)    4806.73  (feet)  COMP
 LR0424  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 LR0424
 LR0424  VERT ORDER  -  SECOND    CLASS 0
 LR0424
 LR0424.The horizontal coordinates were scaled from a topographic map and have
 LR0424.an estimated accuracy of +/- 6 seconds.
 LR0424
 LR0424.The orthometric height was determined by differential leveling
 LR0424.and adjusted by the National Geodetic Survey in June 1991..
 LR0424
 LR0424.The geoid height was determined by GEOID03.
 LR0424
 LR0424.The dynamic height is computed by dividing the NAVD 88
 LR0424.geopotential number by the normal gravity value computed on the
 LR0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0424.degrees latitude (g = 980.6199 gals.).
 LR0424
 LR0424.The modeled gravity was interpolated from observed gravity values.
 LR0424
 LR0424;                    North         East    Units  Estimated Accuracy
 LR0424;SPC NV C     - 6,639,280.      454,350.      MT  (+/- 180 meters Scaled)
 LR0424
 LR0424                          SUPERSEDED SURVEY CONTROL
 LR0424
 LR0424  NGVD 29 (??/??/92) 1465.231  (m)         4807.18   (f) ADJ UNCH    2 0
 LR0424
 LR0424.Superseded values are not recommended for survey control.
 LR0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0424.See file dsdata.txt to determine how the superseded data were derived.
 LR0424
 LR0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME826842(NAD 83)
 LR0424_MARKER: DD = SURVEY DISK
 LR0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0424_STAMPING: H 10 4807 1940
 LR0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0424+STABILITY: SURFACE MOTION
 LR0424
 LR0424  HISTORY     - Date     Condition        Report By
 LR0424  HISTORY     - 1940     MONUMENTED       USGS
 LR0424  HISTORY     - 1958     GOOD             NGS
 LR0424
 LR0424                          STATION DESCRIPTION
 LR0424
 LR0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0424'21.2 MI SW FROM BATTLE MOUNTAIN.
 LR0424'12.1 MILES SOUTHWEST ALONG STATE HIGHWAY 8-A FROM THE T JUNCTION OF
 LR0424'U.S. HIGHWAY 40 AT BATTLE MOUNTAIN, THENCE 2.35 MILES SOUTHWEST ALONG
 LR0424'AN ASPHALT ROAD, THENCE 2.85 MILES NORTHWEST ALONG NATOMAS MINE ROAD,
 LR0424'THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD, THENCE 2.8 MILES WEST ALONG
 LR0424'A DIRT ROAD, 43 FEET NORTH OF THE CENTER OF THE INTERSECTION OF A DIM
 LR0424'NORTHEAST-SOUTHWEST TRACK ROAD, 24 FEET NORTHEAST OF THE CENTER LINE
 LR0424'OF THE MAIN ROAD, 1.3 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT
 LR0424'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LR0424'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0621 ***********************************************************************
 MT0621  DESIGNATION -  H 10
 MT0621  PID         -  MT0621
 MT0621  STATE/COUNTY-  NV/ELKO
 MT0621  USGS QUAD   -  BEARPAW MOUNTAIN (1986)
 MT0621
 MT0621                         *CURRENT SURVEY CONTROL
 MT0621  ___________________________________________________________________
 MT0621* NAD 83(1986)-  41 55 10.     (N)    115 36 55.     (W)     SCALED    
 MT0621* NAVD 88     -      1872.468  (meters)    6143.26   (feet)  ADJUSTED  
 MT0621  ___________________________________________________________________
 MT0621  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 MT0621  DYNAMIC HT  -        1870.994 (meters)    6138.42  (feet)  COMP
 MT0621  MODELED GRAV-     979,768.7   (mgal)                       NAVD 88
 MT0621
 MT0621  VERT ORDER  -  SECOND    CLASS 0
 MT0621
 MT0621.The horizontal coordinates were scaled from a topographic map and have
 MT0621.an estimated accuracy of +/- 6 seconds.
 MT0621
 MT0621.The orthometric height was determined by differential leveling
 MT0621.and adjusted by the National Geodetic Survey in June 1991..
 MT0621
 MT0621.The geoid height was determined by GEOID03.
 MT0621
 MT0621.The dynamic height is computed by dividing the NAVD 88
 MT0621.geopotential number by the normal gravity value computed on the
 MT0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0621.degrees latitude (g = 980.6199 gals.).
 MT0621
 MT0621.The modeled gravity was interpolated from observed gravity values.
 MT0621
 MT0621;                    North         East    Units  Estimated Accuracy
 MT0621;SPC NV E     - 8,795,750.      197,350.      MT  (+/- 180 meters Scaled)
 MT0621
 MT0621                          SUPERSEDED SURVEY CONTROL
 MT0621
 MT0621  NGVD 29 (??/??/92) 1871.224  (m)         6139.17   (f) ADJ UNCH    2 0
 MT0621
 MT0621.Superseded values are not recommended for survey control.
 MT0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0621.See file dsdata.txt to determine how the superseded data were derived.
 MT0621
 MT0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG148417(NAD 83)
 MT0621_MARKER: DD = SURVEY DISK
 MT0621_SETTING: 66 = SET IN ROCK OUTCROP
 MT0621_SP_SET: SET IN ROCK OUTCROP
 MT0621_STAMPING: H 10 1935
 MT0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0621+STABILITY: POSITION/ELEVATION WELL
 MT0621
 MT0621  HISTORY     - Date     Condition        Report By
 MT0621  HISTORY     - 1935     MONUMENTED       USGS
 MT0621  HISTORY     - 1951     GOOD             NGS
 MT0621
 MT0621                          STATION DESCRIPTION
 MT0621
 MT0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0621'28.3 MI NW FROM JARBIDGE.
 MT0621'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0621'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0621'THENCE 18.1 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0621'CREEK RANGER STATION, 0.2 MILES WEST OF THE INTERSECTION OF THE OLD
 MT0621'ROAD CROSSING FROM NORTHEAST TO SOUTHWEST, 147 FEET NORTHWEST OF THE
 MT0621'CENTER OF A Y JUNCTION FORMED BY A PORTION OF THE OLD ROAD RE-ENTERING
 MT0621'FROM THE NORTHWEST, 35 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 MT0621'OLD ROAD, IN THE TOP OF THE WEST EDGE OF THE UPPER PORTION OF A
 MT0621'GRANITE OUTCROP, AND SET ABOUT 12 1/2 FEET HIGHER THAN THE OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0563 ***********************************************************************
 LR0563  DESIGNATION -  H 100
 LR0563  PID         -  LR0563
 LR0563  STATE/COUNTY-  NV/PERSHING
 LR0563  USGS QUAD   -  SONOMA CANYON (1983)
 LR0563
 LR0563                         *CURRENT SURVEY CONTROL
 LR0563  ___________________________________________________________________
 LR0563* NAD 83(1994)-  40 48 26.43880(N)    117 43 48.25730(W)     ADJUSTED  
 LR0563* NAVD 88     -      1412.369  (meters)    4633.75   (feet)  ADJUSTED  
 LR0563  ___________________________________________________________________
 LR0563  LAPLACE CORR-           8.71  (seconds)                    DEFLEC99
 LR0563  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 LR0563  DYNAMIC HT  -        1411.257 (meters)    4630.10  (feet)  COMP
 LR0563  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 LR0563
 LR0563  HORZ ORDER  -  SECOND
 LR0563  VERT ORDER  -  SECOND    CLASS 0
 LR0563
 LR0563.The horizontal coordinates were established by classical geodetic methods
 LR0563.and adjusted by the National Geodetic Survey in June 1998..
 LR0563
 LR0563.The orthometric height was determined by differential leveling
 LR0563.and adjusted by the National Geodetic Survey in June 1991..
 LR0563
 LR0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0563
 LR0563.The geoid height was determined by GEOID03.
 LR0563
 LR0563.The dynamic height is computed by dividing the NAVD 88
 LR0563.geopotential number by the normal gravity value computed on the
 LR0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0563.degrees latitude (g = 980.6199 gals.).
 LR0563
 LR0563.The modeled gravity was interpolated from observed gravity values.
 LR0563
 LR0563;                    North         East     Units Scale Factor Converg.
 LR0563;SPC NV W     - 4,672,603.234   871,991.165   MT  0.99996377   +0 33 27.5
 LR0563;SPC NV W     -15,330,032.44  2,860,857.68   sFT  0.99996377   +0 33 27.5
 LR0563;UTM  11      - 4,517,627.187   438,421.190   MT  0.99964667   -0 28 37.7
 LR0563
 LR0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0563!SPC NV W     -   0.99978174  x   0.99996377  =   0.99974552
 LR0563!UTM  11      -   0.99978174  x   0.99964667  =   0.99942849
 LR0563
 LR0563:                Primary Azimuth Mark                     Grid Az
 LR0563:SPC NV W     -  H 100 AZ MK                              066 18 29.0
 LR0563:UTM  11      -  H 100 AZ MK                              067 20 34.2
 LR0563
 LR0563|---------------------------------------------------------------------|
 LR0563| PID    Reference Object                     Distance      Geod. Az  |
 LR0563|                                                           dddmmss.s |
 LR0563| DB6276 H 100 AZ MK                                        0665156.5 |
 LR0563| DB6277 H 100 RM 1                            9.460 METERS 09732     |
 LR0563| DB6278 H 100 RM 2                           20.660 METERS 22035     |
 LR0563|---------------------------------------------------------------------|
 LR0563
 LR0563                          SUPERSEDED SURVEY CONTROL
 LR0563
 LR0563  NAD 83(1986)-  40 48 26.44419(N)    117 43 48.25105(W) AD(       ) 2
 LR0563  NAD 27      -  40 48 26.78620(N)    117 43 44.78900(W) AD(       ) 2
 LR0563  NGVD 29 (??/??/92) 1411.297  (m)         4630.23   (f) ADJ UNCH    2 0
 LR0563
 LR0563.Superseded values are not recommended for survey control.
 LR0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0563.See file dsdata.txt to determine how the superseded data were derived.
 LR0563
 LR0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF3842117627(NAD 83)
 LR0563_MARKER: DB = BENCH MARK DISK
 LR0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0563_STAMPING: H 100 1958
 LR0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0563+STABILITY: SURFACE MOTION
 LR0563
 LR0563  HISTORY     - Date     Condition        Report By
 LR0563  HISTORY     - 1958     MONUMENTED       CGS
 LR0563  HISTORY     - 1958     GOOD             CGS
 LR0563  HISTORY     - 1977     MARK NOT FOUND   USGS
 LR0563
 LR0563                          STATION DESCRIPTION
 LR0563
 LR0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0563'THE STATION IS LOCATED ABOUT 11-1/2 MILES AIRLINE, SOUTH OF
 LR0563'WINNEMUCCA, AT THE INTERSECTION OF A MAIN GRAVELED ROAD AND A
 LR0563'SIDE ROAD LEADING EAST INTO SONOMA CANYON.
 LR0563'
 LR0563'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WINNEMUCCA,
 LR0563'GO NORTHEAST ON WEST FOURTH STREET FOR 0.05 MILE, TO THE
 LR0563'INTERSECTION OF WEST FOURTH STREET AND BRIDGE STREET.  TURN
 LR0563'RIGHT ON BRIDGE STREET AND GO SOUTHEAST, FOR 0.35 MILE TO THE
 LR0563'INTERSECTION OF BRIDGE STREET AND HASKELL STREET.  TURN RIGHT
 LR0563'ON HASKELL STREET AND GO SOUTHWEST FOR 1.15 MILES TO A FORKS.
 LR0563'KEEP THE RIGHT FORK AND CONTINUE 4.2 MILES TO A CROSSROADS.
 LR0563'CONTINUE SOUTH ON THE MAIN ROAD FOR 2.0 MILES TO A CATTLE
 LR0563'GUARD.  CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR
 LR0563'4.7 MILES TO A SIDE ROAD ON THE LEFT AND THE STATION IN THE
 LR0563'SOUTHEAST CORNER OF THE ROAD FORK.
 LR0563'
 LR0563'THE STATION MARK IS A STANDARD U.S.C. AND G.S. BENCHMARK, STAMPED
 LR0563'H 100 1958, SET IN A 10-INCH CONCRETE CYLINDER, THAT PROJECTS 6
 LR0563'INCHES ABOVE GROUND LEVEL.  MARK IS 30 FEET EAST OF THE APPROXIMATE
 LR0563'CENTER-LINE OF THE MAIN ROAD, AND 30 FEET SOUTH OF THE APPROXIMATE
 LR0563'CENTER-LINE OF THE SONOMA CANYON ROAD.
 LR0563'
 LR0563'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED BM
 LR0563'H 100 NO 1 1958, SET IN CEMENT IN A DRILL HOLE IN A 3 X 1 FOOT
 LR0563'BOULDER THAT PROJECTS 2-1/2 FEET ABOVE GROUND LEVEL, AND ABOUT 1
 LR0563'FOOT HIGHER THAN THE STATION.
 LR0563'
 LR0563'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED BM
 LR0563'H 100 NO 2 1958, SET IN CEMENT IN A DRILL HOLE IN A 2-1/2 X 1
 LR0563'FOOT BOULDER THAT PROJECTS 1 FOOT ABOVE GROUND LEVEL, AND ABOUT
 LR0563'1 FOOT LOWER THAN THE STATION.
 LR0563'
 LR0563'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE SONOMA
 LR0563'CANYON ROAD FOR 0.4 MILE TO A REVERSE FORK ON THE RIGHT.  MARK
 LR0563'IS ON A LOW BENCH ABOUT 130 FEET EAST OF THIS FORK AND 90 FEET
 LR0563'EAST OF A DRY WASH, AND ABOUT 20 FEET HIGHER THAN THE ROAD LEVEL.
 LR0563'
 LR0563'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED BM H 100 1958,
 LR0563'SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 LR0563
 LR0563                          STATION RECOVERY (1958)
 LR0563
 LR0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0563'12.4 MI SE FROM WINNEMUCCA.
 LR0563'0.2 MILE SOUTHEAST ALONG BRIDGE STREET FROM THE COURTHOUSE AT
 LR0563'WINNEMUCCA, THENCE 12.2 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD,
 LR0563'0.1 MILE SOUTHEAST OF THE CROSSING OF SONOMA CREEK, 49 FEET EAST OF
 LR0563'THE CENTER OF THE T JUNCTION OF A TRACK ROAD LEADING NORTHEAST TO
 LR0563'SONOMA CANYON, 28 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVEL
 LR0563'ROAD, 30 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD, 1.1
 LR0563'FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE GRAVEL
 LR0563'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE
 LR0563'THE GROUND.
 LR0563
 LR0563                          STATION RECOVERY (1977)
 LR0563
 LR0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LR0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0440 ***********************************************************************
 LQ0440  DESIGNATION -  H 101
 LQ0440  PID         -  LQ0440
 LQ0440  STATE/COUNTY-  NV/ELKO
 LQ0440  USGS QUAD   -  ELKO WEST (1975)
 LQ0440
 LQ0440                         *CURRENT SURVEY CONTROL
 LQ0440  ___________________________________________________________________
 LQ0440* NAD 83(1994)-  40 49 44.92822(N)    115 46 37.04389(W)     ADJUSTED  
 LQ0440* NAVD 88     -      1564.375  (meters)    5132.45   (feet)  ADJUSTED  
 LQ0440  ___________________________________________________________________
 LQ0440  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 LQ0440  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 LQ0440  DYNAMIC HT  -        1563.075 (meters)    5128.19  (feet)  COMP
 LQ0440  MODELED GRAV-     979,738.3   (mgal)                       NAVD 88
 LQ0440
 LQ0440  HORZ ORDER  -  SECOND
 LQ0440  VERT ORDER  -  FIRST     CLASS II
 LQ0440
 LQ0440.This mark is at Elko Mun-J C Harris Fld Airport (EKO)
 LQ0440
 LQ0440.The horizontal coordinates were established by classical geodetic methods
 LQ0440.and adjusted by the National Geodetic Survey in June 1998..
 LQ0440
 LQ0440.The orthometric height was determined by differential leveling
 LQ0440.and adjusted by the National Geodetic Survey in June 1991..
 LQ0440
 LQ0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0440
 LQ0440.The geoid height was determined by GEOID03.
 LQ0440
 LQ0440.The dynamic height is computed by dividing the NAVD 88
 LQ0440.geopotential number by the normal gravity value computed on the
 LQ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0440.degrees latitude (g = 980.6199 gals.).
 LQ0440
 LQ0440.The modeled gravity was interpolated from observed gravity values.
 LQ0440
 LQ0440;                    North         East     Units Scale Factor Converg.
 LQ0440;SPC NV E     - 8,674,691.887   183,669.103   MT  0.99990328   -0 07 35.7
 LQ0440;SPC NV E     -28,460,218.30    602,587.72   sFT  0.99990328   -0 07 35.7
 LQ0440;UTM  11      - 4,520,510.694   603,126.123   MT  0.99973090   +0 47 58.9
 LQ0440
 LQ0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0440!SPC NV E     -   0.99975759  x   0.99990328  =   0.99966090
 LQ0440!UTM  11      -   0.99975759  x   0.99973090  =   0.99948856
 LQ0440
 LQ0440                          SUPERSEDED SURVEY CONTROL
 LQ0440
 LQ0440  NAD 83(1986)-  40 49 44.93136(N)    115 46 37.03788(W) AD(       ) 2
 LQ0440  NAD 27      -  40 49 45.21000(N)    115 46 33.79400(W) AD(       ) 2
 LQ0440  NGVD 29 (??/??/92) 1563.256  (m)         5128.78   (f) ADJ UNCH    1 2
 LQ0440
 LQ0440.Superseded values are not recommended for survey control.
 LQ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0440.See file dsdata.txt to determine how the superseded data were derived.
 LQ0440
 LQ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0312620511(NAD 83)
 LQ0440_MARKER: DD = SURVEY DISK
 LQ0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0440_SP_SET: FOUNDATION
 LQ0440_STAMPING: H 101 5129 1933
 LQ0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0440
 LQ0440  HISTORY     - Date     Condition        Report By
 LQ0440  HISTORY     - 1940     MONUMENTED       CGS
 LQ0440  HISTORY     - 1943     GOOD             CGS
 LQ0440  HISTORY     - 1947     GOOD             CGS
 LQ0440  HISTORY     - 1953     GOOD             USGS
 LQ0440  HISTORY     - 1956     GOOD             CGS
 LQ0440  HISTORY     - 1964     GOOD             CGS
 LQ0440  HISTORY     - 1969     GOOD             NGS
 LQ0440  HISTORY     - 1977     GOOD             NGS
 LQ0440
 LQ0440                          STATION DESCRIPTION
 LQ0440
 LQ0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LQ0440'LOCATED ABOUT 0.6 MILE SW OF THE CENTER OF ELKO, AND ABOUT 0.2
 LQ0440'MILE W OF U.S. HIGHWAY 40, JUST NE OF THE NE END OF THE ELKO
 LQ0440'LANDING FIELD, ON THE SHOULDER OF A LOW RIDGE WHICH RUNS INTO
 LQ0440'ELKO.
 LQ0440'
 LQ0440'IT IS A STANDARD, RED-AND-WHITE, STRIPED, 50-FOOT BEACON, WITH
 LQ0440'THE CONTROL HOUSE SITUATED AT THE BASE.
 LQ0440
 LQ0440                          STATION RECOVERY (1943)
 LQ0440
 LQ0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HJB)
 LQ0440'RECOVERED, IN GOOD CONDITION, AS DESCRIBED IN ORIGINAL DESCRIPTION.
 LQ0440'DESCRIPTION ADEQUATE.
 LQ0440
 LQ0440                          STATION RECOVERY (1947)
 LQ0440
 LQ0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0440'THE STATION IS ON THE WESTERN EDGE OF THE CITY OF ELKO ABOUT
 LQ0440'2/10 MILE NORTH OF U.S. HIGHWAY NO. 40, 3/10 MILE EAST OF THE
 LQ0440'ELKO MUNICIPAL AIRPORT, AND DIRECTLY OVER REFERENCE MARK NO. 2
 LQ0440'FOR TRIANGULATION STATION ELKO AIRPORT.
 LQ0440'
 LQ0440'IT CONSISTS OF A ROTATING BEACON LIGHT ON THE TOP OF A 4-LEGGED
 LQ0440'STEEL TOWER WHICH IS APPROXIMATELY 35 FEET HIGH.  THE BEACON
 LQ0440'FLASHES WHITE ONLY.
 LQ0440
 LQ0440                          STATION RECOVERY (1953)
 LQ0440
 LQ0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 LQ0440'IN ELKO AIRPORT.
 LQ0440'NEAR THE EAST SIDE OF ELKO AIRPORT, ON A SMALL HILL, 0.15 MILE
 LQ0440'NORTHWEST OF THE T JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 11,
 LQ0440'ABOUT 425 YARDS NORTHEAST OF THE AIRPORT BUILDINGS, AT AIRWAY BEACON
 LQ0440'41, 96.84 FEET EAST OF ELKO AIRPORT R.M. 1, 105.9 FEET SOUTHEAST OF
 LQ0440'ELKO AIRPORT TRIANGULATION STATION, AND IN THE TOP OF THE APPROXIMATE
 LQ0440'CENTER OF THE CONCRETE FOUNDATION.  NOTE-- THIS MARK WAS USED AS A
 LQ0440'REFERENCE MARK FOR TRIANGULATION STATION ELKO AIRPORT.
 LQ0440
 LQ0440                          STATION RECOVERY (1956)
 LQ0440
 LQ0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 LQ0440'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LQ0440
 LQ0440                          STATION RECOVERY (1964)
 LQ0440
 LQ0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ALM)
 LQ0440'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS
 LQ0440'ARE ADEQUATE.
 LQ0440
 LQ0440                          STATION RECOVERY (1969)
 LQ0440
 LQ0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LQ0440'RECOVERED IN GOOD CONDITION.
 LQ0440
 LQ0440                          STATION RECOVERY (1977)
 LQ0440
 LQ0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LQ0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0586 ***********************************************************************
 LR0586  DESIGNATION -  H 101
 LR0586  PID         -  LR0586
 LR0586  STATE/COUNTY-  NV/PERSHING
 LR0586  USGS QUAD   -  MT TOBIN (1990)
 LR0586
 LR0586                         *CURRENT SURVEY CONTROL
 LR0586  ___________________________________________________________________
 LR0586* NAD 83(1986)-  40 29 41.     (N)    117 36 13.     (W)     SCALED    
 LR0586* NAVD 88     -      1484.353  (meters)    4869.91   (feet)  ADJUSTED  
 LR0586  ___________________________________________________________________
 LR0586  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 LR0586  DYNAMIC HT  -        1483.115 (meters)    4865.85  (feet)  COMP
 LR0586  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 LR0586
 LR0586  VERT ORDER  -  SECOND    CLASS 0
 LR0586
 LR0586.The horizontal coordinates were scaled from a topographic map and have
 LR0586.an estimated accuracy of +/- 6 seconds.
 LR0586
 LR0586.The orthometric height was determined by differential leveling
 LR0586.and adjusted by the National Geodetic Survey in June 1991..
 LR0586
 LR0586.The geoid height was determined by GEOID03.
 LR0586
 LR0586.The dynamic height is computed by dividing the NAVD 88
 LR0586.geopotential number by the normal gravity value computed on the
 LR0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0586.degrees latitude (g = 980.6199 gals.).
 LR0586
 LR0586.The modeled gravity was interpolated from observed gravity values.
 LR0586
 LR0586;                    North         East    Units  Estimated Accuracy
 LR0586;SPC NV W     - 4,638,000.      883,050.      MT  (+/- 180 meters Scaled)
 LR0586
 LR0586                          SUPERSEDED SURVEY CONTROL
 LR0586
 LR0586  NGVD 29 (??/??/92) 1483.251  (m)         4866.30   (f) ADJ UNCH    2 0
 LR0586
 LR0586.Superseded values are not recommended for survey control.
 LR0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0586.See file dsdata.txt to determine how the superseded data were derived.
 LR0586
 LR0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME488828(NAD 83)
 LR0586_MARKER: DB = BENCH MARK DISK
 LR0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0586_STAMPING: H 101 1958
 LR0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0586+STABILITY: SURFACE MOTION
 LR0586
 LR0586  HISTORY     - Date     Condition        Report By
 LR0586  HISTORY     - 1958     MONUMENTED       CGS
 LR0586
 LR0586                          STATION DESCRIPTION
 LR0586
 LR0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0586'7.9 MI SE FROM LEACH HOT SPRINGS.
 LR0586'7.9 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, ON A
 LR0586'RISE, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 LR0586'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 LR0586'TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0464 ***********************************************************************
 LR0464  DESIGNATION -  H 102
 LR0464  PID         -  LR0464
 LR0464  STATE/COUNTY-  NV/PERSHING
 LR0464  USGS QUAD   -  SOU HILLS (1990)
 LR0464
 LR0464                         *CURRENT SURVEY CONTROL
 LR0464  ___________________________________________________________________
 LR0464* NAD 83(1986)-  40 11 12.     (N)    117 41 09.     (W)     SCALED    
 LR0464* NAVD 88     -      1232.266  (meters)    4042.86   (feet)  ADJUSTED  
 LR0464  ___________________________________________________________________
 LR0464  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 LR0464  DYNAMIC HT  -        1231.278 (meters)    4039.62  (feet)  COMP
 LR0464  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 LR0464
 LR0464  VERT ORDER  -  SECOND    CLASS 0
 LR0464
 LR0464.The horizontal coordinates were scaled from a topographic map and have
 LR0464.an estimated accuracy of +/- 6 seconds.
 LR0464
 LR0464.The orthometric height was determined by differential leveling
 LR0464.and adjusted by the National Geodetic Survey in June 1991..
 LR0464
 LR0464.The geoid height was determined by GEOID03.
 LR0464
 LR0464.The dynamic height is computed by dividing the NAVD 88
 LR0464.geopotential number by the normal gravity value computed on the
 LR0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0464.degrees latitude (g = 980.6199 gals.).
 LR0464
 LR0464.The modeled gravity was interpolated from observed gravity values.
 LR0464
 LR0464;                    North         East    Units  Estimated Accuracy
 LR0464;SPC NV W     - 4,603,720.      876,430.      MT  (+/- 180 meters Scaled)
 LR0464
 LR0464                          SUPERSEDED SURVEY CONTROL
 LR0464
 LR0464  NGVD 29 (??/??/92) 1231.278  (m)         4039.62   (f) ADJ UNCH    2 0
 LR0464
 LR0464.Superseded values are not recommended for survey control.
 LR0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0464.See file dsdata.txt to determine how the superseded data were derived.
 LR0464
 LR0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME416487(NAD 83)
 LR0464_MARKER: DB = BENCH MARK DISK
 LR0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0464_STAMPING: H 102 1958
 LR0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0464+STABILITY: SURFACE MOTION
 LR0464
 LR0464  HISTORY     - Date     Condition        Report By
 LR0464  HISTORY     - 1958     MONUMENTED       CGS
 LR0464
 LR0464                          STATION DESCRIPTION
 LR0464
 LR0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0464'2.75 MI S FROM PARIS RANCH.
 LR0464'2.25 MILES SOUTH ALONG A GRAVEL ROAD FROM PARIS RANCH, THENCE 0.5 MILE
 LR0464'SOUTH ALONG A GRAVEL ROAD, 65 FEET SOUTHWEST OF THE CENTER OF THE
 LR0464'CROSSING OF A DEEP DRY WASH, 50 FEET NORTHWEST OF THE CENTER OF THE T
 LR0464'JUNCTION OF A DIM TRACK ROAD WEST, 36 FEET WEST OF OF THE CENTER LINE
 LR0464'OF THE GRAVEL ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE TRACK
 LR0464'ROAD, 24 FEET SOUTH OF THE SOUTH BANK OF THE WASH, 2 FEET NORTH OF A
 LR0464'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE GRAVEL ROAD, AND SET IN THE
 LR0464'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0063 ***********************************************************************
 KR0063  DESIGNATION -  H 103
 KR0063  PID         -  KR0063
 KR0063  STATE/COUNTY-  NV/CHURCHILL
 KR0063  USGS QUAD   -  DIXIE HOT SPRINGS (1990)
 KR0063
 KR0063                         *CURRENT SURVEY CONTROL
 KR0063  ___________________________________________________________________
 KR0063* NAD 83(1986)-  39 45 52.     (N)    118 05 41.     (W)     SCALED    
 KR0063* NAVD 88     -      1058.179  (meters)    3471.71   (feet)  ADJUSTED  
 KR0063  ___________________________________________________________________
 KR0063  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 KR0063  DYNAMIC HT  -        1057.304 (meters)    3468.84  (feet)  COMP
 KR0063  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 KR0063
 KR0063  VERT ORDER  -  SECOND    CLASS 0
 KR0063
 KR0063.The horizontal coordinates were scaled from a topographic map and have
 KR0063.an estimated accuracy of +/- 6 seconds.
 KR0063
 KR0063.The orthometric height was determined by differential leveling
 KR0063.and adjusted by the National Geodetic Survey in June 1991..
 KR0063
 KR0063.The geoid height was determined by GEOID03.
 KR0063
 KR0063.The dynamic height is computed by dividing the NAVD 88
 KR0063.geopotential number by the normal gravity value computed on the
 KR0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0063.degrees latitude (g = 980.6199 gals.).
 KR0063
 KR0063.The modeled gravity was interpolated from observed gravity values.
 KR0063
 KR0063;                    North         East    Units  Estimated Accuracy
 KR0063;SPC NV W     - 4,556,580.      841,860.      MT  (+/- 180 meters Scaled)
 KR0063
 KR0063                          SUPERSEDED SURVEY CONTROL
 KR0063
 KR0063  NGVD 29 (??/??/92) 1057.230  (m)         3468.60   (f) ADJ UNCH    2 0
 KR0063
 KR0063.Superseded values are not recommended for survey control.
 KR0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0063.See file dsdata.txt to determine how the superseded data were derived.
 KR0063
 KR0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME062021(NAD 83)
 KR0063_MARKER: DB = BENCH MARK DISK
 KR0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0063_STAMPING: H 103 1958
 KR0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0063+STABILITY: SURFACE MOTION
 KR0063
 KR0063  HISTORY     - Date     Condition        Report By
 KR0063  HISTORY     - 1958     MONUMENTED       CGS
 KR0063
 KR0063                          STATION DESCRIPTION
 KR0063
 KR0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0063'8.4 MI N FROM DIXIE VALLEY.
 KR0063'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE DIXIE SCHOOL AT DIXIE
 KR0063'VALLEY, THENCE 6.9 MILES NORTH ALONG A DIRT ROAD, 165 FEET SOUTH OF
 KR0063'THE CENTER OF THE Y JUNCTION OF A DIM ABANDONED ROAD SOUTH, 35 FEET
 KR0063'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 24 FEET WEST OF THE
 KR0063'CENTER LINE OF THE DIM ROAD, 2 1/2 FEET NORTHEAST OF A WITNESS POST,
 KR0063'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 KR0063'POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0060 ***********************************************************************
 KR0060  DESIGNATION -  H 104
 KR0060  PID         -  KR0060
 KR0060  STATE/COUNTY-  NV/CHURCHILL
 KR0060  USGS QUAD   -  DIXIE HOT SPRINGS (1990)
 KR0060
 KR0060                         *CURRENT SURVEY CONTROL
 KR0060  ___________________________________________________________________
 KR0060* NAD 83(1986)-  39 47 57.     (N)    118 03 59.     (W)     SCALED    
 KR0060* NAVD 88     -      1045.827  (meters)    3431.18   (feet)  ADJUSTED  
 KR0060  ___________________________________________________________________
 KR0060  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 KR0060  DYNAMIC HT  -        1044.971 (meters)    3428.38  (feet)  COMP
 KR0060  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 KR0060
 KR0060  VERT ORDER  -  SECOND    CLASS 0
 KR0060
 KR0060.The horizontal coordinates were scaled from a topographic map and have
 KR0060.an estimated accuracy of +/- 6 seconds.
 KR0060
 KR0060.The orthometric height was determined by differential leveling
 KR0060.and adjusted by the National Geodetic Survey in June 1991..
 KR0060
 KR0060.The geoid height was determined by GEOID03.
 KR0060
 KR0060.The dynamic height is computed by dividing the NAVD 88
 KR0060.geopotential number by the normal gravity value computed on the
 KR0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0060.degrees latitude (g = 980.6199 gals.).
 KR0060
 KR0060.The modeled gravity was interpolated from observed gravity values.
 KR0060
 KR0060;                    North         East    Units  Estimated Accuracy
 KR0060;SPC NV W     - 4,560,440.      844,270.      MT  (+/- 180 meters Scaled)
 KR0060
 KR0060                          SUPERSEDED SURVEY CONTROL
 KR0060
 KR0060  NGVD 29 (??/??/92) 1044.882  (m)         3428.08   (f) ADJ UNCH    2 0
 KR0060
 KR0060.Superseded values are not recommended for survey control.
 KR0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0060.See file dsdata.txt to determine how the superseded data were derived.
 KR0060
 KR0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME087060(NAD 83)
 KR0060_MARKER: DB = BENCH MARK DISK
 KR0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0060_STAMPING: H 104 1958
 KR0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0060+STABILITY: SURFACE MOTION
 KR0060
 KR0060  HISTORY     - Date     Condition        Report By
 KR0060  HISTORY     - 1958     MONUMENTED       CGS
 KR0060
 KR0060                          STATION DESCRIPTION
 KR0060
 KR0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0060'11.3 MI N FROM DIXIE VALLEY.
 KR0060'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE DIXIE SCHOOL AT DIXIE
 KR0060'VALLEY, THENCE 9.8 MILES NORTH ALONG A DIRT ROAD, 0.11 MILE SOUTHWEST
 KR0060'OF A GATE, ON A WIDE GRASSEY SHOULDER, 35 FEET SOUTHEAST OF THE CENTER
 KR0060'LINE OF THE ROAD, 1.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT
 KR0060'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KR0060'1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0220 ***********************************************************************
 LS0220  DESIGNATION -  H 105
 LS0220  PID         -  LS0220
 LS0220  STATE/COUNTY-  NV/PERSHING
 LS0220  USGS QUAD   -  CORNISH PEAK (1987)
 LS0220
 LS0220                         *CURRENT SURVEY CONTROL
 LS0220  ___________________________________________________________________
 LS0220* NAD 83(1986)-  40 06 21.     (N)    118 03 02.     (W)     SCALED    
 LS0220* NAVD 88     -      1237.491  (meters)    4060.00   (feet)  ADJUSTED  
 LS0220  ___________________________________________________________________
 LS0220  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 LS0220  DYNAMIC HT  -        1236.493 (meters)    4056.73  (feet)  COMP
 LS0220  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 LS0220
 LS0220  VERT ORDER  -  SECOND    CLASS 0
 LS0220
 LS0220.The horizontal coordinates were scaled from a topographic map and have
 LS0220.an estimated accuracy of +/- 6 seconds.
 LS0220
 LS0220.The orthometric height was determined by differential leveling
 LS0220.and adjusted by the National Geodetic Survey in June 1991..
 LS0220
 LS0220.The geoid height was determined by GEOID03.
 LS0220
 LS0220.The dynamic height is computed by dividing the NAVD 88
 LS0220.geopotential number by the normal gravity value computed on the
 LS0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0220.degrees latitude (g = 980.6199 gals.).
 LS0220
 LS0220.The modeled gravity was interpolated from observed gravity values.
 LS0220
 LS0220;                    North         East    Units  Estimated Accuracy
 LS0220;SPC NV W     - 4,594,500.      845,420.      MT  (+/- 180 meters Scaled)
 LS0220
 LS0220                          SUPERSEDED SURVEY CONTROL
 LS0220
 LS0220  NGVD 29 (??/??/92) 1236.520  (m)         4056.82   (f) ADJ UNCH    2 0
 LS0220
 LS0220.Superseded values are not recommended for survey control.
 LS0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0220.See file dsdata.txt to determine how the superseded data were derived.
 LS0220
 LS0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME104400(NAD 83)
 LS0220_MARKER: DB = BENCH MARK DISK
 LS0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0220_STAMPING: H 105 1958
 LS0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0220+STABILITY: SURFACE MOTION
 LS0220
 LS0220  HISTORY     - Date     Condition        Report By
 LS0220  HISTORY     - 1958     MONUMENTED       CGS
 LS0220
 LS0220                          STATION DESCRIPTION
 LS0220
 LS0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LS0220'26.7 MI SW FROM PARIS RANCH.
 LS0220'2.25 MILES SOUTH ALONG A DIRT ROAD FROM PARIS RANCH, THENCE 24.45
 LS0220'MILES WEST AND SOUTHWEST ALONG A GRAVEL ROAD.  34 FEET NORTH OF THE
 LS0220'CENTER LINE OF THE ROAD, 2 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT
 LS0220'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LS0220'1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0431 ***********************************************************************
 LR0431  DESIGNATION -  H 106
 LR0431  PID         -  LR0431
 LR0431  STATE/COUNTY-  NV/LANDER
 LR0431  USGS QUAD   -  MC COY NE (1990)
 LR0431
 LR0431                         *CURRENT SURVEY CONTROL
 LR0431  ___________________________________________________________________
 LR0431* NAD 83(1986)-  40 29 55.     (N)    117 06 42.     (W)     SCALED    
 LR0431* NAVD 88     -      1447.166  (meters)    4747.91   (feet)  ADJUSTED  
 LR0431  ___________________________________________________________________
 LR0431  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 LR0431  DYNAMIC HT  -        1445.958 (meters)    4743.95  (feet)  COMP
 LR0431  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 LR0431
 LR0431  VERT ORDER  -  SECOND    CLASS 0
 LR0431
 LR0431.The horizontal coordinates were scaled from a topographic map and have
 LR0431.an estimated accuracy of +/- 6 seconds.
 LR0431
 LR0431.The orthometric height was determined by differential leveling
 LR0431.and adjusted by the National Geodetic Survey in June 1991..
 LR0431
 LR0431.The geoid height was determined by GEOID03.
 LR0431
 LR0431.The dynamic height is computed by dividing the NAVD 88
 LR0431.geopotential number by the normal gravity value computed on the
 LR0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0431.degrees latitude (g = 980.6199 gals.).
 LR0431
 LR0431.The modeled gravity was interpolated from observed gravity values.
 LR0431
 LR0431;                    North         East    Units  Estimated Accuracy
 LR0431;SPC NV C     - 6,638,070.      462,280.      MT  (+/- 180 meters Scaled)
 LR0431
 LR0431                          SUPERSEDED SURVEY CONTROL
 LR0431
 LR0431  NGVD 29 (??/??/92) 1446.072  (m)         4744.32   (f) ADJ UNCH    2 0
 LR0431
 LR0431.Superseded values are not recommended for survey control.
 LR0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0431.See file dsdata.txt to determine how the superseded data were derived.
 LR0431
 LR0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME905831(NAD 83)
 LR0431_MARKER: DB = BENCH MARK DISK
 LR0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LR0431_SP_SET: CULVERT
 LR0431_STAMPING: H 106 1958
 LR0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0431
 LR0431  HISTORY     - Date     Condition        Report By
 LR0431  HISTORY     - 1958     MONUMENTED       CGS
 LR0431
 LR0431                          STATION DESCRIPTION
 LR0431
 LR0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0431'14.1 MI SW FROM BATTLE MOUNTAIN.
 LR0431'12.1 MILES SOUTHWEST ALONG STATE HIGHWAY 8-A FROM THE T JUNCTION OF
 LR0431'U.S. HIGHWAY 40 AT BATTLE MOUNTAIN, THENCE 2.0 MILES SOUTHWEST ALONG
 LR0431'AN ASPHALT ROAD, ON A ROCK COVERED KNOLL, IN THE TOP OF A LARGE LAVA
 LR0431'OUTCROP WHICH PROJECTS 1 FOOT ABOVE THE GROUND, 104 FEET NORTHWEST OF
 LR0431'THE CENTER LINE OF THE ROAD, 95 FEET NORTH OF THE NORTHWEST END OF A
 LR0431'24-INCH PIPE CULVERT, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0384 ***********************************************************************
 LR0384  DESIGNATION -  H 107
 LR0384  PID         -  LR0384
 LR0384  STATE/COUNTY-  NV/PERSHING
 LR0384  USGS QUAD   -  CHERRY CREEK NE (1981)
 LR0384
 LR0384                         *CURRENT SURVEY CONTROL
 LR0384  ___________________________________________________________________
 LR0384* NAD 83(1986)-  40 38 25.     (N)    117 21 53.     (W)     SCALED    
 LR0384* NAVD 88     -      1563.753  (meters)    5130.41   (feet)  ADJUSTED  
 LR0384  ___________________________________________________________________
 LR0384  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 LR0384  DYNAMIC HT  -        1562.457 (meters)    5126.16  (feet)  COMP
 LR0384  MODELED GRAV-     979,740.9   (mgal)                       NAVD 88
 LR0384
 LR0384  VERT ORDER  -  SECOND    CLASS 0
 LR0384
 LR0384.The horizontal coordinates were scaled from a topographic map and have
 LR0384.an estimated accuracy of +/- 6 seconds.
 LR0384
 LR0384.The orthometric height was determined by differential leveling
 LR0384.and adjusted by the National Geodetic Survey in June 1991..
 LR0384
 LR0384.The geoid height was determined by GEOID03.
 LR0384
 LR0384.The dynamic height is computed by dividing the NAVD 88
 LR0384.geopotential number by the normal gravity value computed on the
 LR0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0384.degrees latitude (g = 980.6199 gals.).
 LR0384
 LR0384.The modeled gravity was interpolated from observed gravity values.
 LR0384
 LR0384;                    North         East    Units  Estimated Accuracy
 LR0384;SPC NV W     - 4,654,420.      903,070.      MT  (+/- 180 meters Scaled)
 LR0384
 LR0384                          SUPERSEDED SURVEY CONTROL
 LR0384
 LR0384  NGVD 29 (??/??/92) 1562.650  (m)         5126.79   (f) ADJ UNCH    2 0
 LR0384
 LR0384.Superseded values are not recommended for survey control.
 LR0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0384.See file dsdata.txt to determine how the superseded data were derived.
 LR0384
 LR0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME691988(NAD 83)
 LR0384_MARKER: DB = BENCH MARK DISK
 LR0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0384_STAMPING: H 107 1958
 LR0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0384+STABILITY: SURFACE MOTION
 LR0384
 LR0384  HISTORY     - Date     Condition        Report By
 LR0384  HISTORY     - 1958     MONUMENTED       CGS
 LR0384
 LR0384                          STATION DESCRIPTION
 LR0384
 LR0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0384'3.0 MI SE FROM SMELSER PASS.
 LR0384'3.0 MILES SOUTHEAST ALONG A DIRT ROAD FROM SMELSER PASS, 0.8 MILE
 LR0384'SOUTHEAST OF A SMALL FRAME SHACK, 0.2 MILE NORTHWEST OF THE Y JUNCTION
 LR0384'OF A TRACK ROAD EAST, 26 FEET NORTH-NORTHEAST OF THE CENTER LINE OF
 LR0384'THE ROAD, 2 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER
 LR0384'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2
 LR0384'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0089 ***********************************************************************
 MT0089  DESIGNATION -  H 108
 MT0089  PID         -  MT0089
 MT0089  STATE/COUNTY-  NV/ELKO
 MT0089  USGS QUAD   -  DELANO PEAK (1989)
 MT0089
 MT0089                         *CURRENT SURVEY CONTROL
 MT0089  ___________________________________________________________________
 MT0089* NAD 83(1986)-  41 30 38.     (N)    114 18 14.     (W)     SCALED    
 MT0089* NAVD 88     -      1562.026  (meters)    5124.75   (feet)  ADJUSTED  
 MT0089  ___________________________________________________________________
 MT0089  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 MT0089  DYNAMIC HT  -        1560.851 (meters)    5120.89  (feet)  COMP
 MT0089  MODELED GRAV-     979,815.9   (mgal)                       NAVD 88
 MT0089
 MT0089  VERT ORDER  -  SECOND    CLASS 0
 MT0089
 MT0089.The horizontal coordinates were scaled from a topographic map and have
 MT0089.an estimated accuracy of +/- 6 seconds.
 MT0089
 MT0089.The orthometric height was determined by differential leveling
 MT0089.and adjusted by the National Geodetic Survey in June 1991..
 MT0089
 MT0089.The geoid height was determined by GEOID03.
 MT0089
 MT0089.The dynamic height is computed by dividing the NAVD 88
 MT0089.geopotential number by the normal gravity value computed on the
 MT0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0089.degrees latitude (g = 980.6199 gals.).
 MT0089
 MT0089.The modeled gravity was interpolated from observed gravity values.
 MT0089
 MT0089;                    North         East    Units  Estimated Accuracy
 MT0089;SPC NV E     - 8,751,130.      306,800.      MT  (+/- 180 meters Scaled)
 MT0089
 MT0089                          SUPERSEDED SURVEY CONTROL
 MT0089
 MT0089  NGVD 29 (??/??/92) 1560.923  (m)         5121.13   (f) ADJ UNCH    2 0
 MT0089
 MT0089.Superseded values are not recommended for survey control.
 MT0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0089.See file dsdata.txt to determine how the superseded data were derived.
 MT0089
 MT0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF249989(NAD 83)
 MT0089_MARKER: DB = BENCH MARK DISK
 MT0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0089_STAMPING: H 108 1958
 MT0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0089+STABILITY: SURFACE MOTION
 MT0089
 MT0089  HISTORY     - Date     Condition        Report By
 MT0089  HISTORY     - 1958     MONUMENTED       CGS
 MT0089  HISTORY     - 1969     GOOD             NGS
 MT0089
 MT0089                          STATION DESCRIPTION
 MT0089
 MT0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0089'21.55 MI NW FROM MONTELLO.
 MT0089'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0089'MONTELLO, THENCE 21.4 MILES NORTH AND NORTHWEST ALONG A GRAVEL ROAD,
 MT0089'1.1 MILE NORTHWEST OF 18 MILE RANCH, 0.1 MILE NORTHWEST OF A GATE (AT
 MT0089'A POINT WHERE A FENCE LEAVES THE ROAD), ON TOP OF A RISE, 44 FEET
 MT0089'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET SOUTHWEST OF A
 MT0089'WITNESS POST, 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 MT0089'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MT0089
 MT0089                          STATION RECOVERY (1969)
 MT0089
 MT0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MT0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0124 ***********************************************************************
 FS0124  DESIGNATION -  H 109
 FS0124  PID         -  FS0124
 FS0124  STATE/COUNTY-  NV/CLARK
 FS0124  USGS QUAD   -  BOULDER CITY SW (1973)
 FS0124
 FS0124                         *CURRENT SURVEY CONTROL
 FS0124  ___________________________________________________________________
 FS0124* NAD 83(1986)-  35 47 43.     (N)    114 57 40.     (W)     SCALED    
 FS0124* NAVD 88     -       569.209  (meters)    1867.48   (feet)  POSTED    
 FS0124  ___________________________________________________________________
 FS0124  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FS0124  DYNAMIC HT  -         568.610 (meters)    1865.51  (feet)  COMP
 FS0124  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 FS0124
 FS0124  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0124
 FS0124.The horizontal coordinates were scaled from a topographic map and have
 FS0124.an estimated accuracy of +/- 6 seconds.
 FS0124
 FS0124.The orthometric height was determined by differential leveling
 FS0124.and adjusted by the National Geodetic Survey in 1992..
 FS0124.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0124.rate of 0.0 thru 1.0 mm/km.
 FS0124
 FS0124.The geoid height was determined by GEOID03.
 FS0124
 FS0124.The dynamic height is computed by dividing the NAVD 88
 FS0124.geopotential number by the normal gravity value computed on the
 FS0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0124.degrees latitude (g = 980.6199 gals.).
 FS0124
 FS0124.The modeled gravity was interpolated from observed gravity values.
 FS0124
 FS0124;                    North         East    Units  Estimated Accuracy
 FS0124;SPC NV E     - 8,116,140.      256,240.      MT  (+/- 180 meters Scaled)
 FS0124
 FS0124                          SUPERSEDED SURVEY CONTROL
 FS0124
 FS0124  NGVD 29 (??/??/92)  568.497  (m)         1865.14   (f) ADJ UNCH    1 1
 FS0124
 FS0124.Superseded values are not recommended for survey control.
 FS0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0124.See file dsdata.txt to determine how the superseded data were derived.
 FS0124
 FS0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV842631(NAD 83)
 FS0124_MARKER: DB = BENCH MARK DISK
 FS0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0124_STAMPING: H 109 1934
 FS0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0124+STABILITY: SURFACE MOTION
 FS0124
 FS0124  HISTORY     - Date     Condition        Report By
 FS0124  HISTORY     - 1934     MONUMENTED       CGS
 FS0124  HISTORY     - 1949     GOOD             NGS
 FS0124  HISTORY     - 1963     GOOD             NGS
 FS0124
 FS0124                          STATION DESCRIPTION
 FS0124
 FS0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0124'13.3 MI S FROM ALUNITE.
 FS0124'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE JUNCTION OF U.S.
 FS0124'HIGHWAY 93 AT ALUNITE, THECE 11.6 MILES SOUTH ALONG OLD ABANDONED
 FS0124'STATE HIGHWAY 5, NEAR THE TOP OF A LONG GRADE, IN THE CENTER OF A
 FS0124'SMALL MOUND OF LOOSE GRAVEL, 20 FEET WEST OF THE CENTER LINE OF THE
 FS0124'HIGHWAY, 2.3 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 FS0124'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0124'0.2 FOOT ABOVE THE GROUND.
 FS0124
 FS0124                          STATION RECOVERY (1963)
 FS0124
 FS0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0403 ***********************************************************************
 LR0403  DESIGNATION -  H 11
 LR0403  PID         -  LR0403
 LR0403  STATE/COUNTY-  NV/LANDER
 LR0403  USGS QUAD   -  ANTLER PEAK (1984)
 LR0403
 LR0403                         *CURRENT SURVEY CONTROL
 LR0403  ___________________________________________________________________
 LR0403* NAD 83(1986)-  40 31 10.     (N)    117 14 27.     (W)     SCALED    
 LR0403* NAVD 88     -      1480.341  (meters)    4856.75   (feet)  ADJUSTED  
 LR0403  ___________________________________________________________________
 LR0403  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 LR0403  DYNAMIC HT  -        1479.121 (meters)    4852.75  (feet)  COMP
 LR0403  MODELED GRAV-     979,749.1   (mgal)                       NAVD 88
 LR0403
 LR0403  VERT ORDER  -  SECOND    CLASS 0
 LR0403
 LR0403.The horizontal coordinates were scaled from a topographic map and have
 LR0403.an estimated accuracy of +/- 6 seconds.
 LR0403
 LR0403.The orthometric height was determined by differential leveling
 LR0403.and adjusted by the National Geodetic Survey in June 1991..
 LR0403
 LR0403.The geoid height was determined by GEOID03.
 LR0403
 LR0403.The dynamic height is computed by dividing the NAVD 88
 LR0403.geopotential number by the normal gravity value computed on the
 LR0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0403.degrees latitude (g = 980.6199 gals.).
 LR0403
 LR0403.The modeled gravity was interpolated from observed gravity values.
 LR0403
 LR0403;                    North         East    Units  Estimated Accuracy
 LR0403;SPC NV C     - 6,640,440.      451,350.      MT  (+/- 180 meters Scaled)
 LR0403
 LR0403                          SUPERSEDED SURVEY CONTROL
 LR0403
 LR0403  NGVD 29 (??/??/92) 1479.267  (m)         4853.23   (f) ADJ UNCH    2 0
 LR0403
 LR0403.Superseded values are not recommended for survey control.
 LR0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0403.See file dsdata.txt to determine how the superseded data were derived.
 LR0403
 LR0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME795854(NAD 83)
 LR0403_MARKER: DD = SURVEY DISK
 LR0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0403_STAMPING: H 11 4853 1940
 LR0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0403+STABILITY: SURFACE MOTION
 LR0403
 LR0403  HISTORY     - Date     Condition        Report By
 LR0403  HISTORY     - 1940     MONUMENTED       USGS
 LR0403  HISTORY     - 1958     GOOD             NGS
 LR0403
 LR0403                          STATION DESCRIPTION
 LR0403
 LR0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0403'23.2 MI SW FROM BATTLE MOUNTAIN.
 LR0403'12.1 MILES SOUTHWEST ALONG STATE HIGHWAY 8-A FROM THE T JUNCTION OF
 LR0403'U.S. HIGHWAY 40 AT BATTLE MOUNTAIN, THENCE 2.35 MILES SOUTHWEST ALONG
 LR0403'AN ASPHALT ROAD, THENCE 2.85 MILES NORTHWEST ALONG NATOMAS MINE ROAD,
 LR0403'THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD, THENCE 4.8 MILES WEST ALONG
 LR0403'A DIRT ROAD, 20.3 MILES SOUTHEAST OF SMELSER PASS, 1.1 MILES NORTHEAST
 LR0403'ALONG TRUCK TRACKS FROM BENCH MARK P 107, ABOUT 130 FEET WEST OF THE
 LR0403'CROSSING OF A SMALL WASH, 35 FEET NORTHEAST OF THE CENTER LINE OF THE
 LR0403'ROAD, 4 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 LR0403'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 LR0403'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0626 ***********************************************************************
 MT0626  DESIGNATION -  H 11
 MT0626  PID         -  MT0626
 MT0626  STATE/COUNTY-  NV/ELKO
 MT0626  USGS QUAD   -  BEARPAW MOUNTAIN (1986)
 MT0626
 MT0626                         *CURRENT SURVEY CONTROL
 MT0626  ___________________________________________________________________
 MT0626* NAD 83(1986)-  41 55 15.     (N)    115 35 26.     (W)     SCALED    
 MT0626* NAVD 88     -      2103.044  (meters)    6899.74   (feet)  ADJUSTED  
 MT0626  ___________________________________________________________________
 MT0626  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 MT0626  DYNAMIC HT  -        2101.371 (meters)    6894.25  (feet)  COMP
 MT0626  MODELED GRAV-     979,750.2   (mgal)                       NAVD 88
 MT0626
 MT0626  VERT ORDER  -  SECOND    CLASS 0
 MT0626
 MT0626.The horizontal coordinates were scaled from a topographic map and have
 MT0626.an estimated accuracy of +/- 6 seconds.
 MT0626
 MT0626.The orthometric height was determined by differential leveling
 MT0626.and adjusted by the National Geodetic Survey in June 1991..
 MT0626
 MT0626.The geoid height was determined by GEOID03.
 MT0626
 MT0626.The dynamic height is computed by dividing the NAVD 88
 MT0626.geopotential number by the normal gravity value computed on the
 MT0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0626.degrees latitude (g = 980.6199 gals.).
 MT0626
 MT0626.The modeled gravity was interpolated from observed gravity values.
 MT0626
 MT0626;                    North         East    Units  Estimated Accuracy
 MT0626;SPC NV E     - 8,795,910.      199,400.      MT  (+/- 180 meters Scaled)
 MT0626
 MT0626                          SUPERSEDED SURVEY CONTROL
 MT0626
 MT0626  NGVD 29 (??/??/92) 2101.801  (m)         6895.66   (f) ADJ UNCH    2 0
 MT0626
 MT0626.Superseded values are not recommended for survey control.
 MT0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0626.See file dsdata.txt to determine how the superseded data were derived.
 MT0626
 MT0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG168419(NAD 83)
 MT0626_MARKER: DD = SURVEY DISK
 MT0626_SETTING: 80 = SET IN A BOULDER
 MT0626_STAMPING: H 11 1935
 MT0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0626+STABILITY: SURFACE MOTION
 MT0626
 MT0626  HISTORY     - Date     Condition        Report By
 MT0626  HISTORY     - 1935     MONUMENTED       USGS
 MT0626  HISTORY     - 1951     GOOD             NGS
 MT0626
 MT0626                          STATION DESCRIPTION
 MT0626
 MT0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0626'26.5 MI NW FROM JARBIDGE.
 MT0626'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0626'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0626'THENCE 16.3 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0626'CREEK RANGER STATION, AT THE SUMMIT OF A GRADE, ON THE INSIDE OF A
 MT0626'CURVE, AT THE T JUNCTIONS OF A TRACK ROAD LEADING EAST AND A TRACK
 MT0626'ROAD LEADING WEST, IN THE TOP OF A SMALL GRANITE BOULDER, 41 FEET
 MT0626'NORTH OF THE CENTER LINE OF THE TRACK ROAD LEADING WEST, 17 1/2 FEET
 MT0626'WEST OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET SOUTHEAST OF A PILE OF
 MT0626'GRANITE BOULDERS, AND SET ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0779 ***********************************************************************
 KR0779  DESIGNATION -  H 11
 KR0779  PID         -  KR0779
 KR0779  STATE/COUNTY-  NV/LYON
 KR0779  USGS QUAD   -  HINKSON SLOUGH (1987)
 KR0779
 KR0779                         *CURRENT SURVEY CONTROL
 KR0779  ___________________________________________________________________
 KR0779* NAD 83(1986)-  39 07 21.     (N)    119 01 04.     (W)     SCALED    
 KR0779* NAVD 88     -      1314.91   (+/-2cm)    4314.0    (feet)  VERTCON   
 KR0779  ___________________________________________________________________
 KR0779  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 KR0779
 KR0779  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0779
 KR0779.The horizontal coordinates were scaled from a topographic map and have
 KR0779.an estimated accuracy of +/- 6 seconds.
 KR0779
 KR0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0779.The vertical order pertains to the NGVD 29 superseded value.
 KR0779
 KR0779.The geoid height was determined by GEOID03.
 KR0779
 KR0779;                    North         East    Units  Estimated Accuracy
 KR0779;SPC NV W     - 4,485,290.      762,430.      MT  (+/- 180 meters Scaled)
 KR0779
 KR0779                          SUPERSEDED SURVEY CONTROL
 KR0779
 KR0779  NGVD 29 (??/??/92) 1313.903  (m)         4310.70   (f) ADJ UNCH    1 2
 KR0779
 KR0779.Superseded values are not recommended for survey control.
 KR0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0779.See file dsdata.txt to determine how the superseded data were derived.
 KR0779
 KR0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD255323(NAD 83)
 KR0779_MARKER: P = PIPE CAP
 KR0779_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0779_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0779_STAMPING: 4310.674 H 11 1915
 KR0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0779
 KR0779  HISTORY     - Date     Condition        Report By
 KR0779  HISTORY     - 1915     MONUMENTED       CGS
 KR0779  HISTORY     - 1953     GOOD             NGS
 KR0779
 KR0779                          STATION DESCRIPTION
 KR0779
 KR0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0779'9.0 MI E FROM WABUSKA.
 KR0779'9.0 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0779'STATION AT WABUSKA, 0.5 MILE WEST OF THE CROSSING OF A TRACK ROAD, 37
 KR0779'1/2 FEET SOUTH OF MILEPOLE 337, 54.5 FEET SOUTH OF THE SOUTH RAIL, 1.5
 KR0779'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND
 KR0779'SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE
 KR0779'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0629 ***********************************************************************
 FS0629  DESIGNATION -  H 110
 FS0629  PID         -  FS0629
 FS0629  STATE/COUNTY-  NV/CLARK
 FS0629  USGS QUAD   -  JUNIPER MINE (1984)
 FS0629
 FS0629                         *CURRENT SURVEY CONTROL
 FS0629  ___________________________________________________________________
 FS0629* NAD 83(1986)-  35 11 05.     (N)    114 48 01.     (W)     SCALED    
 FS0629* NAVD 88     -       896.30   (+/-2cm)    2940.6    (feet)  VERTCON   
 FS0629  ___________________________________________________________________
 FS0629  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 FS0629
 FS0629  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0629
 FS0629.The horizontal coordinates were scaled from a topographic map and have
 FS0629.an estimated accuracy of +/- 6 seconds.
 FS0629
 FS0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0629.The vertical order pertains to the NGVD 29 superseded value.
 FS0629
 FS0629.The geoid height was determined by GEOID03.
 FS0629
 FS0629;                    North         East    Units  Estimated Accuracy
 FS0629;SPC NV E     - 8,048,500.      271,320.      MT  (+/- 180 meters Scaled)
 FS0629
 FS0629                          SUPERSEDED SURVEY CONTROL
 FS0629
 FS0629  NGVD 29 (??/??/92)  895.492  (m)         2937.96   (f) ADJ UNCH    2 0
 FS0629
 FS0629.Superseded values are not recommended for survey control.
 FS0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0629.See file dsdata.txt to determine how the superseded data were derived.
 FS0629
 FS0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU002957(NAD 83)
 FS0629_MARKER: DB = BENCH MARK DISK
 FS0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0629_STAMPING: H 110 1934
 FS0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0629+STABILITY: SURFACE MOTION
 FS0629
 FS0629  HISTORY     - Date     Condition        Report By
 FS0629  HISTORY     - 1934     MONUMENTED       CGS
 FS0629  HISTORY     - 1955     GOOD             NGS
 FS0629  HISTORY     - 1956     GOOD             NGS
 FS0629
 FS0629                          STATION DESCRIPTION
 FS0629
 FS0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FS0629'21.5 MI SE FROM SEARCHLIGHT.
 FS0629'21.5 MILES SOUTHEAST ALONG A GRADED DIRT ROAD (OLD U.S. HIGHWAY
 FS0629'95) FROM SEARCHLIGHT, CLARK COUNTY, 2.4 MILES NORTH OF THE
 FS0629'CALIFORNIA-NEVADA STATE LINE, 0.5 MILE SOUTH OF A HIGHWAY MILEAGE
 FS0629'POST, AND 44 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY.
 FS0629'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK IS LOCATED
 FS0629'ON OLD U.S. HIGHWAY 95 AND ABOUT 0.35 MILE NORTH OF THE
 FS0629'INTERSECTION OF OLD U.S. HIGHWAY 95 AND THE PAVED ROAD TO DAVIS
 FS0629'DAM (NEVADA STATE HIGHWAY 77).
 FS0629
 FS0629                          STATION RECOVERY (1956)
 FS0629
 FS0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 FS0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0127 ***********************************************************************
 HP0127  DESIGNATION -  H 115
 HP0127  PID         -  HP0127
 HP0127  STATE/COUNTY-  NV/LINCOLN
 HP0127  USGS QUAD   -  FOSSIL PEAK (1980)
 HP0127
 HP0127                         *CURRENT SURVEY CONTROL
 HP0127  ___________________________________________________________________
 HP0127* NAD 83(1986)-  37 43 31.     (N)    115 08 33.     (W)     SCALED    
 HP0127* NAVD 88     -      1281.011  (meters)    4202.78   (feet)  ADJUSTED  
 HP0127  ___________________________________________________________________
 HP0127  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 HP0127  DYNAMIC HT  -        1279.650 (meters)    4198.32  (feet)  COMP
 HP0127  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 HP0127
 HP0127  VERT ORDER  -  SECOND    CLASS 0
 HP0127
 HP0127.The horizontal coordinates were scaled from a topographic map and have
 HP0127.an estimated accuracy of +/- 6 seconds.
 HP0127
 HP0127.The orthometric height was determined by differential leveling
 HP0127.and adjusted by the National Geodetic Survey in June 1991..
 HP0127
 HP0127.The geoid height was determined by GEOID03.
 HP0127
 HP0127.The dynamic height is computed by dividing the NAVD 88
 HP0127.geopotential number by the normal gravity value computed on the
 HP0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0127.degrees latitude (g = 980.6199 gals.).
 HP0127
 HP0127.The modeled gravity was interpolated from observed gravity values.
 HP0127
 HP0127;                    North         East    Units  Estimated Accuracy
 HP0127;SPC NV E     - 8,330,210.      238,860.      MT  (+/- 180 meters Scaled)
 HP0127
 HP0127                          SUPERSEDED SURVEY CONTROL
 HP0127
 HP0127  NGVD 29 (??/??/92) 1280.055  (m)         4199.65   (f) ADJ UNCH    2 0
 HP0127
 HP0127.Superseded values are not recommended for survey control.
 HP0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0127.See file dsdata.txt to determine how the superseded data were derived.
 HP0127
 HP0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB636769(NAD 83)
 HP0127_MARKER: DB = BENCH MARK DISK
 HP0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0127_STAMPING: H 115 1934
 HP0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0127+STABILITY: SURFACE MOTION
 HP0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0127+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2003
 HP0127
 HP0127  HISTORY     - Date     Condition        Report By
 HP0127  HISTORY     - 1934     MONUMENTED       CGS
 HP0127  HISTORY     - 1970     GOOD             USGS
 HP0127  HISTORY     - 20030904 GOOD             NVGS
 HP0127
 HP0127                          STATION DESCRIPTION
 HP0127
 HP0127'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HP0127'17.2 MI N FROM HIKO.
 HP0127'ABOUT 17.2 MILES NORTH ALONG NEVADA HIGHWAY 38 FROM THE JUNCTION OF U.
 HP0127'S. HIGHWAY 93 AND NEVADA HIGHWAY 38.  ABOUT 600 FEET EAST OF THE MAIN
 HP0127'ROAD AND 40 FEET WEST OF THE CENTERLINE OF AN OLD ROAD.  A STANDARD
 HP0127'DISK STAMPED H 115 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HP0127
 HP0127                          STATION RECOVERY (2003)
 HP0127
 HP0127'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2003 (DRH)
 HP0127'BASE IS BEGINNING TO CRACK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0102 ***********************************************************************
 JP0102  DESIGNATION -  H 116
 JP0102  PID         -  JP0102
 JP0102  STATE/COUNTY-  NV/NYE
 JP0102  USGS QUAD   -  HOT CREEK BUTTE (1980)
 JP0102
 JP0102                         *CURRENT SURVEY CONTROL
 JP0102  ___________________________________________________________________
 JP0102* NAD 83(1986)-  38 18 06.     (N)    115 11 48.     (W)     SCALED    
 JP0102* NAVD 88     -      1559.023  (meters)    5114.89   (feet)  ADJUSTED  
 JP0102  ___________________________________________________________________
 JP0102  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 JP0102  DYNAMIC HT  -        1557.355 (meters)    5109.42  (feet)  COMP
 JP0102  MODELED GRAV-     979,504.9   (mgal)                       NAVD 88
 JP0102
 JP0102  VERT ORDER  -  SECOND    CLASS 0
 JP0102
 JP0102.The horizontal coordinates were scaled from a topographic map and have
 JP0102.an estimated accuracy of +/- 6 seconds.
 JP0102
 JP0102.The orthometric height was determined by differential leveling
 JP0102.and adjusted by the National Geodetic Survey in June 1991..
 JP0102
 JP0102.The geoid height was determined by GEOID03.
 JP0102
 JP0102.The dynamic height is computed by dividing the NAVD 88
 JP0102.geopotential number by the normal gravity value computed on the
 JP0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0102.degrees latitude (g = 980.6199 gals.).
 JP0102
 JP0102.The modeled gravity was interpolated from observed gravity values.
 JP0102
 JP0102;                    North         East    Units  Estimated Accuracy
 JP0102;SPC NV C     - 6,395,110.      628,570.      MT  (+/- 180 meters Scaled)
 JP0102
 JP0102                          SUPERSEDED SURVEY CONTROL
 JP0102
 JP0102  NGVD 29 (??/??/92) 1557.943  (m)         5111.35   (f) ADJ UNCH    2 0
 JP0102
 JP0102.Superseded values are not recommended for survey control.
 JP0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0102.See file dsdata.txt to determine how the superseded data were derived.
 JP0102
 JP0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC576408(NAD 83)
 JP0102_MARKER: DB = BENCH MARK DISK
 JP0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0102_STAMPING: H 116
 JP0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0102+STABILITY: SURFACE MOTION
 JP0102
 JP0102  HISTORY     - Date     Condition        Report By
 JP0102  HISTORY     - UNK      MONUMENTED       CGS
 JP0102  HISTORY     - 1969     GOOD             USGS
 JP0102
 JP0102                          STATION DESCRIPTION
 JP0102
 JP0102'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JP0102'44.7 MI S FROM PRESTON.
 JP0102'IN NYE COUNTY, ABOUT 44.7 MILES SOUTH ALONG THE FORMER ROAD THAT LED
 JP0102'FROM PRESTON, WHITE PINE COUNTY TO SHARP (NOW ADAVEN).  THIS PORTION
 JP0102'OF ROAD IS ABANDONED AND NOT USUABLE.  ON WEST SIDE OF WHITE RIVER,
 JP0102'ABOUT 350 FEET WEST OF CHANNEL.  ABOUT 1/2 MILE SOUTH OF TULE FIELD
 JP0102'RESERVOIR DAM.  ABOUT 800 FEET WEST OF A ROAD AND 25 FEET WEST OF THE
 JP0102'CENTERLINE OF THE OLD DIM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0065 ***********************************************************************
 JP0065  DESIGNATION -  H 118
 JP0065  PID         -  JP0065
 JP0065  STATE/COUNTY-  NV/WHITE PINE
 JP0065  USGS QUAD   -  PRESTON (1979)
 JP0065
 JP0065                         *CURRENT SURVEY CONTROL
 JP0065  ___________________________________________________________________
 JP0065* NAD 83(1986)-  38 54 30.     (N)    115 03 54.     (W)     SCALED    
 JP0065* NAVD 88     -      1713.034  (meters)    5620.18   (feet)  ADJUSTED  
 JP0065  ___________________________________________________________________
 JP0065  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 JP0065  DYNAMIC HT  -        1711.224 (meters)    5614.24  (feet)  COMP
 JP0065  MODELED GRAV-     979,511.4   (mgal)                       NAVD 88
 JP0065
 JP0065  VERT ORDER  -  SECOND    CLASS 0
 JP0065
 JP0065.The horizontal coordinates were scaled from a topographic map and have
 JP0065.an estimated accuracy of +/- 6 seconds.
 JP0065
 JP0065.The orthometric height was determined by differential leveling
 JP0065.and adjusted by the National Geodetic Survey in June 1991..
 JP0065
 JP0065.The geoid height was determined by GEOID03.
 JP0065
 JP0065.The dynamic height is computed by dividing the NAVD 88
 JP0065.geopotential number by the normal gravity value computed on the
 JP0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0065.degrees latitude (g = 980.6199 gals.).
 JP0065
 JP0065.The modeled gravity was interpolated from observed gravity values.
 JP0065
 JP0065;                    North         East    Units  Estimated Accuracy
 JP0065;SPC NV E     - 8,461,550.      244,960.      MT  (+/- 180 meters Scaled)
 JP0065
 JP0065                          SUPERSEDED SURVEY CONTROL
 JP0065
 JP0065  NGVD 29 (??/??/92) 1711.842  (m)         5616.27   (f) ADJ UNCH    2 0
 JP0065
 JP0065.Superseded values are not recommended for survey control.
 JP0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0065.See file dsdata.txt to determine how the superseded data were derived.
 JP0065
 JP0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD677083(NAD 83)
 JP0065_MARKER: DB = BENCH MARK DISK
 JP0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0065_STAMPING: H 118 1934
 JP0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0065+STABILITY: SURFACE MOTION
 JP0065
 JP0065  HISTORY     - Date     Condition        Report By
 JP0065  HISTORY     - 1934     MONUMENTED       CGS
 JP0065  HISTORY     - 1937     GOOD             NGS
 JP0065
 JP0065                          STATION DESCRIPTION
 JP0065
 JP0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0065'IN PRESTON.
 JP0065'AT PRESTON, WHITE PINE COUNTY, ON THE ROAD LEADING TO THE BARNES
 JP0065'RANCH, ABOUT 0.2 MILE WEST OF A POINT 2 BLOCKS SOUTH OF THE GENERAL
 JP0065'STORE AND THE STANDARD OIL SERVICE STATION, ABOUT 30 YARDS SOUTH OF
 JP0065'THE JAMES BEONSEN HOUSE, 33 FEET NORTH OF THE NORTH HEAD WALL OF A
 JP0065'CULVERT OVER AN IRRIGATION DITCH, 40 FEET NORTH OF A GRAVEL ROAD
 JP0065'LEADING TO SHARP, 30 FEET EAST OF THE CENTER LINE OF A NORTH-AND-SOUTH
 JP0065'ROAD, 6 FEET EAST OF THE SOUTHWEST CORNER OF A GARDEN FENCE, 5 FEET
 JP0065'SOUTH OF A 24-INCH COTTONWOOD TREE, AND 1.5 FEET SOUTH OF A
 JP0065'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 118 1934 AND SET IN
 JP0065'THE TOP OF A CONCRETE POST.
 JP0065
 JP0065                          STATION RECOVERY (1937)
 JP0065
 JP0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 JP0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0840 ***********************************************************************
 JR0840  DESIGNATION -  H 119 RESET
 JR0840  PID         -  JR0840
 JR0840  STATE/COUNTY-  NV/DOUGLAS
 JR0840  USGS QUAD   -  MINDEN (1982)
 JR0840
 JR0840                         *CURRENT SURVEY CONTROL
 JR0840  ___________________________________________________________________
 JR0840* NAD 83(1986)-  38 57 37.     (N)    119 46 45.     (W)     SCALED    
 JR0840* NAVD 88     -      1434.69   (+/-2cm)    4707.0    (feet)  VERTCON   
 JR0840  ___________________________________________________________________
 JR0840  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 JR0840
 JR0840  VERT ORDER  -  THIRD (See Below)
 JR0840
 JR0840.The horizontal coordinates were scaled from a topographic map and have
 JR0840.an estimated accuracy of +/- 6 seconds.
 JR0840
 JR0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0840.The vertical order pertains to the NGVD 29 superseded value.
 JR0840
 JR0840.The geoid height was determined by GEOID03.
 JR0840
 JR0840;                    North         East    Units  Estimated Accuracy
 JR0840;SPC NV W     - 4,467,870.      696,360.      MT  (+/- 180 meters Scaled)
 JR0840
 JR0840                          SUPERSEDED SURVEY CONTROL
 JR0840
 JR0840  NGVD 29 (07/31/00) 1433.57   (m)         4703.3    (f) RESET       3  
 JR0840
 JR0840.Superseded values are not recommended for survey control.
 JR0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0840.See file dsdata.txt to determine how the superseded data were derived.
 JR0840
 JR0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD591160(NAD 83)
 JR0840_MARKER: DB = BENCH MARK DISK
 JR0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0840_STAMPING: H 119 RESET 1957
 JR0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0840+STABILITY: SURFACE MOTION
 JR0840
 JR0840  HISTORY     - Date     Condition        Report By
 JR0840  HISTORY     - 1957     MONUMENTED       NVDH
 JR0840  HISTORY     - 1968     MARK NOT FOUND   NGS
 JR0840
 JR0840                          STATION DESCRIPTION
 JR0840
 JR0840'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1957
 JR0840'1 MI NW FROM MINDEN.
 JR0840'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE
 JR0840'AT MINDEN, AT THE WEST SIDE OF THE LARGE TRIANGLE FORMED BY THE
 JR0840'JUNCTION OF U.S. HIGHWAY 395 AND STATE HIGHWAY 37 LEADING
 JR0840'SOUTH, ABOUT 68 YARDS NORTHWEST OF THE SOUTH END OF THE TRIANGLE,
 JR0840'ABOUT 50 FEET WEST OF THE CENTERLINE OF HIGHWAY AND 0.05 MILE
 JR0840'SOUTH OF BENCH MARK 7 (NV. GEOD. S.).  THE POST IS SET FLUSH WITH
 JR0840'THE GROUND.
 JR0840
 JR0840                          STATION RECOVERY (1968)
 JR0840
 JR0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JR0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0630 ***********************************************************************
 MT0630  DESIGNATION -  H 12
 MT0630  PID         -  MT0630
 MT0630  STATE/COUNTY-  NV/ELKO
 MT0630  USGS QUAD   -  BEARPAW MOUNTAIN (1986)
 MT0630
 MT0630                         *CURRENT SURVEY CONTROL
 MT0630  ___________________________________________________________________
 MT0630* NAD 83(1986)-  41 56 35.     (N)    115 33 58.     (W)     SCALED    
 MT0630* NAVD 88     -      2109.255  (meters)    6920.11   (feet)  ADJUSTED  
 MT0630  ___________________________________________________________________
 MT0630  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 MT0630  DYNAMIC HT  -        2107.589 (meters)    6914.65  (feet)  COMP
 MT0630  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 MT0630
 MT0630  VERT ORDER  -  SECOND    CLASS 0
 MT0630
 MT0630.The horizontal coordinates were scaled from a topographic map and have
 MT0630.an estimated accuracy of +/- 6 seconds.
 MT0630
 MT0630.The orthometric height was determined by differential leveling
 MT0630.and adjusted by the National Geodetic Survey in June 1991..
 MT0630
 MT0630.The geoid height was determined by GEOID03.
 MT0630
 MT0630.The dynamic height is computed by dividing the NAVD 88
 MT0630.geopotential number by the normal gravity value computed on the
 MT0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0630.degrees latitude (g = 980.6199 gals.).
 MT0630
 MT0630.The modeled gravity was interpolated from observed gravity values.
 MT0630
 MT0630;                    North         East    Units  Estimated Accuracy
 MT0630;SPC NV E     - 8,798,370.      201,430.      MT  (+/- 180 meters Scaled)
 MT0630
 MT0630                          SUPERSEDED SURVEY CONTROL
 MT0630
 MT0630  NGVD 29 (??/??/92) 2108.023  (m)         6916.07   (f) ADJ UNCH    2 0
 MT0630
 MT0630.Superseded values are not recommended for survey control.
 MT0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0630.See file dsdata.txt to determine how the superseded data were derived.
 MT0630
 MT0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG188444(NAD 83)
 MT0630_MARKER: DD = SURVEY DISK
 MT0630_SETTING: 66 = SET IN ROCK OUTCROP
 MT0630_SP_SET: RED ROCK
 MT0630_STAMPING: H 12 1935
 MT0630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0630+STABILITY: POSITION/ELEVATION WELL
 MT0630
 MT0630  HISTORY     - Date     Condition        Report By
 MT0630  HISTORY     - 1935     MONUMENTED       USGS
 MT0630  HISTORY     - 1951     GOOD             NGS
 MT0630
 MT0630                          STATION DESCRIPTION
 MT0630
 MT0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0630'24.0 MI NW FROM JARBIDGE.
 MT0630'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0630'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0630'THENCE 13.8 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0630'CREEK RANGER STATION, 0.2 MILES EAST OF A CATTLE WATERING TROUGH WHICH
 MT0630'IS LOCATED ON THE SOUTH SIDE OF THE ROAD, AT THE SUMMIT OF A GRADE, AT
 MT0630'THE T JUNCTIONS OF A TRACK ROAD LEADING NORTH AND ANOTHER TRACK ROAD
 MT0630'LEADING SOUTH, 38 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD
 MT0630'LEADING SOUTH, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN THE
 MT0630'TOP OF THE CENTER OF A SMALL RED ROCK, 1.9 FEET NORTHWEST OF A WITNESS
 MT0630'POST, AND SET ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0435 ***********************************************************************
 JR0435  DESIGNATION -  H 120
 JR0435  PID         -  JR0435
 JR0435  STATE/COUNTY-  NV/LYON
 JR0435  USGS QUAD   -  DESERT CREEK RANCH (1988)
 JR0435
 JR0435                         *CURRENT SURVEY CONTROL
 JR0435  ___________________________________________________________________
 JR0435* NAD 83(1986)-  38 40 13.     (N)    119 17 03.     (W)     SCALED    
 JR0435* NAVD 88     -      1619.61   (+/-2cm)    5313.7    (feet)  VERTCON   
 JR0435  ___________________________________________________________________
 JR0435  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 JR0435
 JR0435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0435
 JR0435.The horizontal coordinates were scaled from a topographic map and have
 JR0435.an estimated accuracy of +/- 6 seconds.
 JR0435
 JR0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0435.The vertical order pertains to the NGVD 29 superseded value.
 JR0435
 JR0435.The geoid height was determined by GEOID03.
 JR0435
 JR0435;                    North         East    Units  Estimated Accuracy
 JR0435;SPC NV W     - 4,435,230.      739,010.      MT  (+/- 180 meters Scaled)
 JR0435
 JR0435                          SUPERSEDED SURVEY CONTROL
 JR0435
 JR0435  NGVD 29 (??/??/92) 1618.402  (m)         5309.71   (f) ADJ UNCH    2 0
 JR0435
 JR0435.Superseded values are not recommended for survey control.
 JR0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0435.See file dsdata.txt to determine how the superseded data were derived.
 JR0435
 JR0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC012826(NAD 83)
 JR0435_MARKER: DB = BENCH MARK DISK
 JR0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0435_STAMPING: H 120 1934
 JR0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0435+STABILITY: SURFACE MOTION
 JR0435
 JR0435  HISTORY     - Date     Condition        Report By
 JR0435  HISTORY     - 1934     MONUMENTED       CGS
 JR0435  HISTORY     - 1940     GOOD             NGS
 JR0435
 JR0435                          STATION DESCRIPTION
 JR0435
 JR0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0435'7.7 MI S FROM WELLINGTON.
 JR0435'7.7 MILES SOUTH ALONG STATE HIGHWAY 22 FROM WELLINGTON, LYON
 JR0435'COUNTY, 58 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND NEAR
 JR0435'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H 120 1934
 JR0435'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0258 ***********************************************************************
 JP0258  DESIGNATION -  H 121
 JP0258  PID         -  JP0258
 JP0258  STATE/COUNTY-  NV/NYE
 JP0258  USGS QUAD   -  DUCKWATER (1990)
 JP0258
 JP0258                         *CURRENT SURVEY CONTROL
 JP0258  ___________________________________________________________________
 JP0258* NAD 83(1986)-  38 56 05.     (N)    115 41 31.     (W)     SCALED    
 JP0258* NAVD 88     -      1710.746  (meters)    5612.67   (feet)  ADJUSTED  
 JP0258  ___________________________________________________________________
 JP0258  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 JP0258  DYNAMIC HT  -        1708.932 (meters)    5606.72  (feet)  COMP
 JP0258  MODELED GRAV-     979,507.2   (mgal)                       NAVD 88
 JP0258
 JP0258  VERT ORDER  -  SECOND    CLASS 0
 JP0258
 JP0258.The horizontal coordinates were scaled from a topographic map and have
 JP0258.an estimated accuracy of +/- 6 seconds.
 JP0258
 JP0258.The orthometric height was determined by differential leveling
 JP0258.and adjusted by the National Geodetic Survey in June 1991..
 JP0258
 JP0258.The geoid height was determined by GEOID03.
 JP0258
 JP0258.The dynamic height is computed by dividing the NAVD 88
 JP0258.geopotential number by the normal gravity value computed on the
 JP0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0258.degrees latitude (g = 980.6199 gals.).
 JP0258
 JP0258.The modeled gravity was interpolated from observed gravity values.
 JP0258
 JP0258;                    North         East    Units  Estimated Accuracy
 JP0258;SPC NV C     - 6,464,800.      584,510.      MT  (+/- 180 meters Scaled)
 JP0258
 JP0258                          SUPERSEDED SURVEY CONTROL
 JP0258
 JP0258  NGVD 29 (??/??/92) 1709.51   (m)         5608.6    (f) COMPUTED    2 0
 JP0258
 JP0258.Superseded values are not recommended for survey control.
 JP0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0258.See file dsdata.txt to determine how the superseded data were derived.
 JP0258
 JP0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD133103(NAD 83)
 JP0258_MARKER: DB = BENCH MARK DISK
 JP0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0258_SP_SET: CONCRETE POST
 JP0258_STAMPING: H 121 1934
 JP0258_MARK LOGO: CGS   
 JP0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0258+STABILITY: SURFACE MOTION
 JP0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0258+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1967
 JP0258
 JP0258  HISTORY     - Date     Condition        Report By
 JP0258  HISTORY     - 1934     MONUMENTED       CGS
 JP0258  HISTORY     - 1964     GOOD             USGS
 JP0258  HISTORY     - 19670810 GOOD             USGS
 JP0258
 JP0258                          STATION DESCRIPTION
 JP0258
 JP0258'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 JP0258'3.6 MI N FROM DUCKWATER.
 JP0258'3.6 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JP0258'DUCKWATER, NYE COUNTY DUCKWATER SCHOOL, 3.1 MILES NORTH OF, ALONG
 JP0258'STATE HIGHWAY 20.  THEN TURN RIGHT ALONG ROAD LEADING TO INDIAN
 JP0258'CEMETERY FOR 0.2 MILES.  THEN TURN RIGHT (SOUTH) ALONG OLD ROAD FOR
 JP0258'0.5 MILES AND BENCH MARK, 57 FEET EAST OF THE CENTER LINE OF THE ROAD.
 JP0258'A STANDARD DISK, STAMPED M 121 1934 AND SET IN THE TOP OF A CONCRETE
 JP0258'POST.
 JP0258
 JP0258                          STATION RECOVERY (1967)
 JP0258
 JP0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JP0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0277 ***********************************************************************
 KQ0277  DESIGNATION -  H 126
 KQ0277  PID         -  KQ0277
 KQ0277  STATE/COUNTY-  NV/LANDER
 KQ0277  USGS QUAD   -  KINGSTON (1988)
 KQ0277
 KQ0277                         *CURRENT SURVEY CONTROL
 KQ0277  ___________________________________________________________________
 KQ0277* NAD 83(1986)-  39 11 15.     (N)    117 02 57.     (W)     SCALED    
 KQ0277* NAVD 88     -      1765.456  (meters)    5792.17   (feet)  ADJUSTED  
 KQ0277  ___________________________________________________________________
 KQ0277  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 KQ0277  DYNAMIC HT  -        1763.608 (meters)    5786.10  (feet)  COMP
 KQ0277  MODELED GRAV-     979,518.6   (mgal)                       NAVD 88
 KQ0277
 KQ0277  VERT ORDER  -  SECOND    CLASS 0
 KQ0277
 KQ0277.The horizontal coordinates were scaled from a topographic map and have
 KQ0277.an estimated accuracy of +/- 6 seconds.
 KQ0277
 KQ0277.The orthometric height was determined by differential leveling
 KQ0277.and adjusted by the National Geodetic Survey in June 1991..
 KQ0277
 KQ0277.The geoid height was determined by GEOID03.
 KQ0277
 KQ0277.The dynamic height is computed by dividing the NAVD 88
 KQ0277.geopotential number by the normal gravity value computed on the
 KQ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0277.degrees latitude (g = 980.6199 gals.).
 KQ0277
 KQ0277.The modeled gravity was interpolated from observed gravity values.
 KQ0277
 KQ0277;                    North         East    Units  Estimated Accuracy
 KQ0277;SPC NV C     - 6,492,480.      466,960.      MT  (+/- 180 meters Scaled)
 KQ0277
 KQ0277                          SUPERSEDED SURVEY CONTROL
 KQ0277
 KQ0277  NGVD 29 (??/??/92) 1764.199  (m)         5788.04   (f) ADJ UNCH    2 0
 KQ0277
 KQ0277.Superseded values are not recommended for survey control.
 KQ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0277.See file dsdata.txt to determine how the superseded data were derived.
 KQ0277
 KQ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD957375(NAD 83)
 KQ0277_MARKER: DB = BENCH MARK DISK
 KQ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0277_STAMPING: H 126 1934
 KQ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0277+STABILITY: SURFACE MOTION
 KQ0277
 KQ0277  HISTORY     - Date     Condition        Report By
 KQ0277  HISTORY     - 1934     MONUMENTED       CGS
 KQ0277  HISTORY     - 1955     GOOD             USGS
 KQ0277
 KQ0277                          STATION DESCRIPTION
 KQ0277
 KQ0277'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0277'27.9 MI SE FROM AUSTIN.
 KQ0277'ABOUT 11.8 MILES E. ALONG U.S. HIGHWAY 50 FROM LANDER COUNTY
 KQ0277'COURTHOUSE IN AUSTIN, THENCE 13.8 MILES S. ALONG STATE HIGHWAY 8A,
 KQ0277'THENCE LEFT ON AN ABANDONED SECTION OF THE HIGHWAY 2.3 MILES, ABOUT
 KQ0277'4.3 MILES SOUTH THE SCHMIDTLEIN RANCH AND 35 FT. WEST OF THE CENTER
 KQ0277'LINE OF THE ABANDONED HIGHWAY.  A STANDARD DISK STAMPED H 126 1934 SET
 KQ0277'IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0115 ***********************************************************************
 JQ0115  DESIGNATION -  H 127
 JQ0115  PID         -  JQ0115
 JQ0115  STATE/COUNTY-  NV/NYE
 JQ0115  USGS QUAD   -  MANHATTAN (1971)
 JQ0115
 JQ0115                         *CURRENT SURVEY CONTROL
 JQ0115  ___________________________________________________________________
 JQ0115* NAD 83(1986)-  38 32 20.     (N)    117 04 30.     (W)     SCALED    
 JQ0115* NAVD 88     -      2127.634  (meters)    6980.41   (feet)  ADJUSTED  
 JQ0115  ___________________________________________________________________
 JQ0115  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 JQ0115  DYNAMIC HT  -        2125.219 (meters)    6972.49  (feet)  COMP
 JQ0115  MODELED GRAV-     979,416.5   (mgal)                       NAVD 88
 JQ0115
 JQ0115  VERT ORDER  -  SECOND    CLASS 0
 JQ0115
 JQ0115.The horizontal coordinates were scaled from a topographic map and have
 JQ0115.an estimated accuracy of +/- 6 seconds.
 JQ0115
 JQ0115.The orthometric height was determined by differential leveling
 JQ0115.and adjusted by the National Geodetic Survey in June 1991..
 JQ0115
 JQ0115.The geoid height was determined by GEOID03.
 JQ0115
 JQ0115.The dynamic height is computed by dividing the NAVD 88
 JQ0115.geopotential number by the normal gravity value computed on the
 JQ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0115.degrees latitude (g = 980.6199 gals.).
 JQ0115
 JQ0115.The modeled gravity was interpolated from observed gravity values.
 JQ0115
 JQ0115;                    North         East    Units  Estimated Accuracy
 JQ0115;SPC NV C     - 6,420,490.      464,400.      MT  (+/- 180 meters Scaled)
 JQ0115
 JQ0115                          SUPERSEDED SURVEY CONTROL
 JQ0115
 JQ0115  NGVD 29 (??/??/92) 2126.320  (m)         6976.10   (f) ADJ UNCH    2 0
 JQ0115
 JQ0115.Superseded values are not recommended for survey control.
 JQ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0115.See file dsdata.txt to determine how the superseded data were derived.
 JQ0115
 JQ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC934656(NAD 83)
 JQ0115_MARKER: DB = BENCH MARK DISK
 JQ0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JQ0115_SP_SET: MONUMENT
 JQ0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0115
 JQ0115  HISTORY     - Date     Condition        Report By
 JQ0115  HISTORY     - UNK      MONUMENTED       CGS
 JQ0115  HISTORY     - 1934     GOOD             NGS
 JQ0115  HISTORY     - 1967     MARK NOT FOUND   USGS
 JQ0115
 JQ0115                          STATION DESCRIPTION
 JQ0115
 JQ0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0115'IN MANHATTAN.
 JQ0115'AT SOUTH END OF MANHATTAN MAIN STREET 27 FT. SOUTH OF CENTER LINE OF
 JQ0115'MANHATTAN MAIN STREET 70 FT. SOUTHEAST OF CENTER LINE OF ROAD TO
 JQ0115'TONOPAH 75 YARDS (APP.) SOUTH OF MANHATTAN SCHOOLHOUSE.
 JQ0115
 JQ0115                          STATION RECOVERY (1967)
 JQ0115
 JQ0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JQ0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0210 ***********************************************************************
 JQ0210  DESIGNATION -  H 128
 JQ0210  PID         -  JQ0210
 JQ0210  STATE/COUNTY-  NV/NYE
 JQ0210  USGS QUAD   -  TONOPAH (1982)
 JQ0210
 JQ0210                         *CURRENT SURVEY CONTROL
 JQ0210  ___________________________________________________________________
 JQ0210* NAD 83(1986)-  38 04 05.     (N)    117 13 51.     (W)     SCALED    
 JQ0210* NAVD 88     -      1839.089  (meters)    6033.74   (feet)  ADJUSTED  
 JQ0210  ___________________________________________________________________
 JQ0210  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 JQ0210  DYNAMIC HT  -        1837.025 (meters)    6026.97  (feet)  COMP
 JQ0210  MODELED GRAV-     979,441.2   (mgal)                       NAVD 88
 JQ0210
 JQ0210  VERT ORDER  -  FIRST     CLASS II
 JQ0210
 JQ0210.The horizontal coordinates were scaled from a topographic map and have
 JQ0210.an estimated accuracy of +/- 6 seconds.
 JQ0210
 JQ0210.The orthometric height was determined by differential leveling
 JQ0210.and adjusted by the National Geodetic Survey in June 1991..
 JQ0210.WARNING-Repeat measurements at this control monument indicate possible
 JQ0210.vertical movement.
 JQ0210
 JQ0210.The geoid height was determined by GEOID03.
 JQ0210
 JQ0210.The dynamic height is computed by dividing the NAVD 88
 JQ0210.geopotential number by the normal gravity value computed on the
 JQ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0210.degrees latitude (g = 980.6199 gals.).
 JQ0210
 JQ0210.The modeled gravity was interpolated from observed gravity values.
 JQ0210
 JQ0210;                    North         East    Units  Estimated Accuracy
 JQ0210;SPC NV C     - 6,368,310.      450,500.      MT  (+/- 180 meters Scaled)
 JQ0210
 JQ0210                          SUPERSEDED SURVEY CONTROL
 JQ0210
 JQ0210  NGVD 29 (??/??/92) 1837.869  (m)         6029.74   (f) ADJ UNCH    1 2
 JQ0210
 JQ0210.Superseded values are not recommended for survey control.
 JQ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0210.See file dsdata.txt to determine how the superseded data were derived.
 JQ0210
 JQ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC797133(NAD 83)
 JQ0210_MARKER: DB = BENCH MARK DISK
 JQ0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JQ0210_SP_SET: BUILDING
 JQ0210_STAMPING: H 128 1934
 JQ0210_MARK LOGO: CGS   
 JQ0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0210+STABILITY: POSITION/ELEVATION WELL
 JQ0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JQ0210+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 JQ0210
 JQ0210  HISTORY     - Date     Condition        Report By
 JQ0210  HISTORY     - 1934     MONUMENTED       CGS
 JQ0210  HISTORY     - 1953     GOOD             NGS
 JQ0210  HISTORY     - 1984     GOOD             NGS
 JQ0210  HISTORY     - 19960518 GOOD             NGS
 JQ0210  HISTORY     - 20050126 GOOD             NGS
 JQ0210
 JQ0210                          STATION DESCRIPTION
 JQ0210
 JQ0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0210'IN TONOPAH.
 JQ0210'AT TONOPAH, AT THE INTERSECTION OF NORTH MAIN STREET AND BROUGHER
 JQ0210'AVENUE, AT THE TONOPAH BRANCH OF THE FIRST NATIONAL BANK BUILDING, SET
 JQ0210'VERTICALLY IN THE NORTHEAST FACE OF THE GRANITE BLOCK PILLAR AT THE
 JQ0210'NORTH CORNER, 0.8 FOOT SOUTHEAST OF THE NORTH CORNER OF THE PILLAR,
 JQ0210'2.4 FEET ABOVE THE SIDEWALK, AND ABOUT 2 1/2 FEET HIGHER THAN THE
 JQ0210'STREET.
 JQ0210
 JQ0210                          STATION RECOVERY (1984)
 JQ0210
 JQ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0210'RECOVERED IN GOOD CONDITION.
 JQ0210
 JQ0210                          STATION RECOVERY (1996)
 JQ0210
 JQ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 JQ0210'THE 5 STORY BRICK BLDG. IS NOW ABANDONED.  GRAVITY BASE STATION
 JQ0210''TONOPAH' (DOD 0455-1, IGB 12078 , HUS 56) IS ON SIDEWALK BELOW DISK.
 JQ0210
 JQ0210                          STATION RECOVERY (2005)
 JQ0210
 JQ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 JQ0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0003 ***********************************************************************
 JQ0003  DESIGNATION -  H 129
 JQ0003  PID         -  JQ0003
 JQ0003  STATE/COUNTY-  NV/NYE
 JQ0003  USGS QUAD   -  HOBBLE CANYON (1968)
 JQ0003
 JQ0003                         *CURRENT SURVEY CONTROL
 JQ0003  ___________________________________________________________________
 JQ0003* NAD 83(1986)-  38 31 22.     (N)    116 22 21.     (W)     SCALED    
 JQ0003* NAVD 88     -      1740.045  (meters)    5708.80   (feet)  ADJUSTED  
 JQ0003  ___________________________________________________________________
 JQ0003  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 JQ0003  DYNAMIC HT  -        1738.152 (meters)    5702.59  (feet)  COMP
 JQ0003  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 JQ0003
 JQ0003  VERT ORDER  -  SECOND    CLASS 0
 JQ0003
 JQ0003.The horizontal coordinates were scaled from a topographic map and have
 JQ0003.an estimated accuracy of +/- 6 seconds.
 JQ0003
 JQ0003.The orthometric height was determined by differential leveling
 JQ0003.and adjusted by the National Geodetic Survey in June 1991..
 JQ0003
 JQ0003.The geoid height was determined by GEOID03.
 JQ0003
 JQ0003.The dynamic height is computed by dividing the NAVD 88
 JQ0003.geopotential number by the normal gravity value computed on the
 JQ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0003.degrees latitude (g = 980.6199 gals.).
 JQ0003
 JQ0003.The modeled gravity was interpolated from observed gravity values.
 JQ0003
 JQ0003;                    North         East    Units  Estimated Accuracy
 JQ0003;SPC NV C     - 6,418,670.      525,650.      MT  (+/- 180 meters Scaled)
 JQ0003
 JQ0003                          SUPERSEDED SURVEY CONTROL
 JQ0003
 JQ0003  NGVD 29 (??/??/92) 1738.875  (m)         5704.96   (f) ADJ UNCH    2 0
 JQ0003
 JQ0003.Superseded values are not recommended for survey control.
 JQ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0003.See file dsdata.txt to determine how the superseded data were derived.
 JQ0003
 JQ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC547640(NAD 83)
 JQ0003_MARKER: DB = BENCH MARK DISK
 JQ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0003_STAMPING: H 129 1934
 JQ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0003+STABILITY: SURFACE MOTION
 JQ0003
 JQ0003  HISTORY     - Date     Condition        Report By
 JQ0003  HISTORY     - 1934     MONUMENTED       CGS
 JQ0003  HISTORY     - 1937     GOOD             NGS
 JQ0003
 JQ0003                          STATION DESCRIPTION
 JQ0003
 JQ0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0003'1.8 MI W FROM HOT CREEK RANCH.
 JQ0003'ABOUT 1.8 MILES WEST ALONG THE ROAD LEADING TO THE JUNCTION OF THE
 JQ0003'TYBO-MCCANN SUMMIT ROAD FROM THE WILLIAMS RANCH HOUSE AT HOT CREEK
 JQ0003'RANCH, NYE COUNTY, 40 FEET EAST OF THE STONE FOUNDATION OF AN OLD
 JQ0003'HOUSE, 15 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND SOUTH OF
 JQ0003'A CAIRN.  A STANDARD DISK, STAMPED H 129 1934 AND SET IN THE TOP OF A
 JQ0003'CONCRETE POST.
 JQ0003
 JQ0003                          STATION RECOVERY (1937)
 JQ0003
 JQ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 JQ0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0634 ***********************************************************************
 MT0634  DESIGNATION -  H 13
 MT0634  PID         -  MT0634
 MT0634  STATE/COUNTY-  NV/ELKO
 MT0634  USGS QUAD   -  BEARPAW MOUNTAIN (1986)
 MT0634
 MT0634                         *CURRENT SURVEY CONTROL
 MT0634  ___________________________________________________________________
 MT0634* NAD 83(1986)-  41 57 39.     (N)    115 32 27.     (W)     SCALED    
 MT0634* NAVD 88     -      2024.861  (meters)    6643.23   (feet)  ADJUSTED  
 MT0634  ___________________________________________________________________
 MT0634  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 MT0634  DYNAMIC HT  -        2023.266 (meters)    6638.00  (feet)  COMP
 MT0634  MODELED GRAV-     979,761.7   (mgal)                       NAVD 88
 MT0634
 MT0634  VERT ORDER  -  SECOND    CLASS 0
 MT0634
 MT0634.The horizontal coordinates were scaled from a topographic map and have
 MT0634.an estimated accuracy of +/- 6 seconds.
 MT0634
 MT0634.The orthometric height was determined by differential leveling
 MT0634.and adjusted by the National Geodetic Survey in June 1991..
 MT0634
 MT0634.The geoid height was determined by GEOID03.
 MT0634
 MT0634.The dynamic height is computed by dividing the NAVD 88
 MT0634.geopotential number by the normal gravity value computed on the
 MT0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0634.degrees latitude (g = 980.6199 gals.).
 MT0634
 MT0634.The modeled gravity was interpolated from observed gravity values.
 MT0634
 MT0634;                    North         East    Units  Estimated Accuracy
 MT0634;SPC NV E     - 8,800,350.      203,520.      MT  (+/- 180 meters Scaled)
 MT0634
 MT0634                          SUPERSEDED SURVEY CONTROL
 MT0634
 MT0634  NGVD 29 (??/??/92) 2023.624  (m)         6639.17   (f) ADJ UNCH    2 0
 MT0634
 MT0634.Superseded values are not recommended for survey control.
 MT0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0634.See file dsdata.txt to determine how the superseded data were derived.
 MT0634
 MT0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG209464(NAD 83)
 MT0634_MARKER: DD = SURVEY DISK
 MT0634_SETTING: 80 = SET IN A BOULDER
 MT0634_STAMPING: H 13 1935
 MT0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0634+STABILITY: SURFACE MOTION
 MT0634
 MT0634  HISTORY     - Date     Condition        Report By
 MT0634  HISTORY     - 1935     MONUMENTED       USGS
 MT0634  HISTORY     - 1951     GOOD             NGS
 MT0634
 MT0634                          STATION DESCRIPTION
 MT0634
 MT0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0634'21.9 MI NW FROM JARBIDGE.
 MT0634'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0634'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0634'THENCE 11.7 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0634'CREEK RANGER STATION, ON THE TOP OF AND IN THE APPROXIMATE CENTER OF A
 MT0634'LARGE RED BOULDER WHICH PROJECTS ABOUT 1/2-FOOT, 0.6 MILES NORTHEAST
 MT0634'OF THE HUMBOLDT NATIONAL FOREST BOUNDARY GATE, AT THE SUMMIT OF A
 MT0634'GRADE, 66.7 FEET NORTH OF BENCH MARK H 13 R. M. (USGS), 44 1/2 FEET
 MT0634'NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.1 FEET NORTH OF A WITNESS
 MT0634'POST, AND SET ABOUT ONE FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0265 ***********************************************************************
 JR0265  DESIGNATION -  H 13 RESET
 JR0265  PID         -  JR0265
 JR0265  STATE/COUNTY-  NV/MINERAL
 JR0265  USGS QUAD   -  BELLEVILLE (1982)
 JR0265
 JR0265                         *CURRENT SURVEY CONTROL
 JR0265  ___________________________________________________________________
 JR0265* NAD 83(1986)-  38 08 58.     (N)    118 13 33.     (W)     SCALED    
 JR0265* NAVD 88     -      1776.903  (meters)    5829.72   (feet)  ADJUSTED  
 JR0265  ___________________________________________________________________
 JR0265  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 JR0265  DYNAMIC HT  -        1774.918 (meters)    5823.21  (feet)  COMP
 JR0265  MODELED GRAV-     979,449.0   (mgal)                       NAVD 88
 JR0265
 JR0265  VERT ORDER  -  FIRST     CLASS II
 JR0265
 JR0265.The horizontal coordinates were scaled from a topographic map and have
 JR0265.an estimated accuracy of +/- 6 seconds.
 JR0265
 JR0265.The orthometric height was determined by differential leveling
 JR0265.and adjusted by the National Geodetic Survey in June 1991..
 JR0265
 JR0265.The geoid height was determined by GEOID03.
 JR0265
 JR0265.The dynamic height is computed by dividing the NAVD 88
 JR0265.geopotential number by the normal gravity value computed on the
 JR0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0265.degrees latitude (g = 980.6199 gals.).
 JR0265
 JR0265.The modeled gravity was interpolated from observed gravity values.
 JR0265
 JR0265;                    North         East    Units  Estimated Accuracy
 JR0265;SPC NV W     - 4,377,250.      831,330.      MT  (+/- 180 meters Scaled)
 JR0265
 JR0265                          SUPERSEDED SURVEY CONTROL
 JR0265
 JR0265  NGVD 29 (??/??/92) 1775.632  (m)         5825.55   (f) ADJ UNCH    1 2
 JR0265
 JR0265.Superseded values are not recommended for survey control.
 JR0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0265.See file dsdata.txt to determine how the superseded data were derived.
 JR0265
 JR0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC925231(NAD 83)
 JR0265_MARKER: DB = BENCH MARK DISK
 JR0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0265_SP_SET: CONCRETE MASS
 JR0265_STAMPING: H 13 RESET 1953
 JR0265_MARK LOGO: NVDH  
 JR0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0265
 JR0265  HISTORY     - Date     Condition        Report By
 JR0265  HISTORY     - 1953     MONUMENTED       NVDH
 JR0265  HISTORY     - 1955     GOOD             NGS
 JR0265  HISTORY     - 1986     GOOD             NGS
 JR0265
 JR0265                          STATION DESCRIPTION
 JR0265
 JR0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0265'11.6 MI N FROM BASALT.
 JR0265'11.6 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 JR0265'U.S. HIGHWAY 6 AT BASALT, 0.1 MILE NORTHEAST OF THE T JUNCTION
 JR0265'OF A DIRT ROAD LEADING SOUTH, AT LITTLE SUMMIT, AT THE APPROXIMATE
 JR0265'CENTER OF A LONG SHALLOW CUT BANK, 107.8 FEET SOUTHEAST OF THE
 JR0265'CENTER LINE OF THE HIGHWAY, 58.0 FEET SOUTHEAST OF NEVADA HIGHWAY
 JR0265'DEPARTMENT STATION MARKER A 603 + 65.13 NO 5 R, 27 FEET NORTHWEST
 JR0265'OF THE CENTER LINE OF AN ABANDONED SOUTHERN PACIFIC COMPANY
 JR0265'RAILROAD BED, 1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT 5
 JR0265'FEET HIGHER THAN THE HIGHWAY, FLUSH WITH THE GROUND, AND SET
 JR0265'IN THE TOP OF A MASS OF CONCRETE.
 JR0265
 JR0265                          STATION RECOVERY (1986)
 JR0265
 JR0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0265'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 JR0265'MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN MOUNT
 JR0265'MONTGOMERY, THENCE 17.8 KM (11.1 MI) NORTH ALONG STATE HIGHWAY 360,
 JR0265'AT THE TOP OF LITTLE SUMMIT GRADE, 33.5 METERS (110 FT) SOUTHEAST OF
 JR0265'THE CENTERLINE OF THE HIGHWAY, 39.5 METERS (129.5 FT) EAST OF
 JR0265'MILEPOST 11, A DISK IN TOP OF A 0.6- BY 1.0-METER CONCRETE MASS OF
 JR0265'UNKNOWN DEPTH.
 JR0265'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 JR0265'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0633 ***********************************************************************
 MT0633  DESIGNATION -  H 13 RM
 MT0633  PID         -  MT0633
 MT0633  STATE/COUNTY-  NV/ELKO
 MT0633  USGS QUAD   -  BEARPAW MOUNTAIN (1986)
 MT0633
 MT0633                         *CURRENT SURVEY CONTROL
 MT0633  ___________________________________________________________________
 MT0633* NAD 83(1986)-  41 57 38.     (N)    115 32 27.     (W)     SCALED    
 MT0633* NAVD 88     -      2024.504  (meters)    6642.06   (feet)  ADJUSTED  
 MT0633  ___________________________________________________________________
 MT0633  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 MT0633  DYNAMIC HT  -        2022.909 (meters)    6636.83  (feet)  COMP
 MT0633  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 MT0633
 MT0633  VERT ORDER  -  SECOND    CLASS 0
 MT0633
 MT0633.The horizontal coordinates were scaled from a topographic map and have
 MT0633.an estimated accuracy of +/- 6 seconds.
 MT0633
 MT0633.The orthometric height was determined by differential leveling
 MT0633.and adjusted by the National Geodetic Survey in June 1991..
 MT0633
 MT0633.The geoid height was determined by GEOID03.
 MT0633
 MT0633.The dynamic height is computed by dividing the NAVD 88
 MT0633.geopotential number by the normal gravity value computed on the
 MT0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0633.degrees latitude (g = 980.6199 gals.).
 MT0633
 MT0633.The modeled gravity was interpolated from observed gravity values.
 MT0633
 MT0633;                    North         East    Units  Estimated Accuracy
 MT0633;SPC NV E     - 8,800,320.      203,520.      MT  (+/- 180 meters Scaled)
 MT0633
 MT0633                          SUPERSEDED SURVEY CONTROL
 MT0633
 MT0633  NGVD 29 (??/??/92) 2023.267  (m)         6638.00   (f) ADJ UNCH    2 0
 MT0633
 MT0633.Superseded values are not recommended for survey control.
 MT0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0633.See file dsdata.txt to determine how the superseded data were derived.
 MT0633
 MT0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG209464(NAD 83)
 MT0633_MARKER: Q = CHISELED SQUARE
 MT0633_SETTING: 80 = SET IN A BOULDER
 MT0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0633+STABILITY: SURFACE MOTION
 MT0633
 MT0633  HISTORY     - Date     Condition        Report By
 MT0633  HISTORY     - UNK      MONUMENTED       USGS
 MT0633  HISTORY     - 1951     GOOD             NGS
 MT0633
 MT0633                          STATION DESCRIPTION
 MT0633
 MT0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0633'21.9 MI NW FROM JARBIDGE.
 MT0633'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0633'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0633'THENCE 11.7 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0633'CREEK RANGER STATION, ON THE TOP OF A RED BOULDER, 66.7 FEET SOUTH OF
 MT0633'BENCH MARK H 13 (USGS), 13 1/2 FEET NORTHWEST OF THE ROAD, ABOUT 1 1/2
 MT0633'FEET HIGHER THAN THE ROAD, AND CHISELED IN THE TOP OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0292 ***********************************************************************
 HQ0292  DESIGNATION -  H 130
 HQ0292  PID         -  HQ0292
 HQ0292  STATE/COUNTY-  NV/ESMERALDA
 HQ0292  USGS QUAD   -  MAGRUDER MTN (1987)
 HQ0292
 HQ0292                         *CURRENT SURVEY CONTROL
 HQ0292  ___________________________________________________________________
 HQ0292* NAD 83(1986)-  37 25 30.     (N)    117 37 17.     (W)     SCALED    
 HQ0292* NAVD 88     -      2045.209  (meters)    6709.99   (feet)  ADJUSTED  
 HQ0292  ___________________________________________________________________
 HQ0292  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 HQ0292  DYNAMIC HT  -        2042.726 (meters)    6701.84  (feet)  COMP
 HQ0292  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 HQ0292
 HQ0292  VERT ORDER  -  SECOND    CLASS 0
 HQ0292
 HQ0292.The horizontal coordinates were scaled from a topographic map and have
 HQ0292.an estimated accuracy of +/- 6 seconds.
 HQ0292
 HQ0292.The orthometric height was determined by differential leveling
 HQ0292.and adjusted by the National Geodetic Survey in June 1991..
 HQ0292
 HQ0292.The geoid height was determined by GEOID03.
 HQ0292
 HQ0292.The dynamic height is computed by dividing the NAVD 88
 HQ0292.geopotential number by the normal gravity value computed on the
 HQ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0292.degrees latitude (g = 980.6199 gals.).
 HQ0292
 HQ0292.The modeled gravity was interpolated from observed gravity values.
 HQ0292
 HQ0292;                    North         East    Units  Estimated Accuracy
 HQ0292;SPC NV W     - 4,297,230.      885,140.      MT  (+/- 180 meters Scaled)
 HQ0292
 HQ0292                          SUPERSEDED SURVEY CONTROL
 HQ0292
 HQ0292  NGVD 29 (??/??/92) 2044.007  (m)         6706.05   (f) ADJ UNCH    2 0
 HQ0292
 HQ0292.Superseded values are not recommended for survey control.
 HQ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0292.See file dsdata.txt to determine how the superseded data were derived.
 HQ0292
 HQ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB450422(NAD 83)
 HQ0292_MARKER: DB = BENCH MARK DISK
 HQ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0292_STAMPING: H 130 1934
 HQ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0292+STABILITY: SURFACE MOTION
 HQ0292
 HQ0292  HISTORY     - Date     Condition        Report By
 HQ0292  HISTORY     - 1934     MONUMENTED       CGS
 HQ0292  HISTORY     - 1938     GOOD             NGS
 HQ0292
 HQ0292                          STATION DESCRIPTION
 HQ0292
 HQ0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HQ0292'7.6 MI W FROM LIDA.
 HQ0292'7.6 MILES WEST ALONG THE ROAD LEADING TO BIGPINE, CALIFORNIA,
 HQ0292'FROM LIDA, ESMERALDA COUNTY, AND 15 FEET NORTHWEST OF THE
 HQ0292'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED H 130 1934 AND
 HQ0292'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0395 ***********************************************************************
 JQ0395  DESIGNATION -  H 131
 JQ0395  PID         -  JQ0395
 JQ0395  STATE/COUNTY-  NV/NYE
 JQ0395  USGS QUAD   -  DOWNEYVILLE (1988)
 JQ0395
 JQ0395                         *CURRENT SURVEY CONTROL
 JQ0395  ___________________________________________________________________
 JQ0395* NAD 83(1986)-  38 54 42.     (N)    117 55 37.     (W)     SCALED    
 JQ0395* NAVD 88     -      1402.204  (meters)    4600.40   (feet)  ADJUSTED  
 JQ0395  ___________________________________________________________________
 JQ0395  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 JQ0395  DYNAMIC HT  -        1400.842 (meters)    4595.93  (feet)  COMP
 JQ0395  MODELED GRAV-     979,607.7   (mgal)                       NAVD 88
 JQ0395
 JQ0395  VERT ORDER  -  FIRST     CLASS II
 JQ0395
 JQ0395.The horizontal coordinates were scaled from a topographic map and have
 JQ0395.an estimated accuracy of +/- 6 seconds.
 JQ0395
 JQ0395.The orthometric height was determined by differential leveling
 JQ0395.and adjusted by the National Geodetic Survey in June 1991..
 JQ0395
 JQ0395.The geoid height was determined by GEOID03.
 JQ0395
 JQ0395.The dynamic height is computed by dividing the NAVD 88
 JQ0395.geopotential number by the normal gravity value computed on the
 JQ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0395.degrees latitude (g = 980.6199 gals.).
 JQ0395
 JQ0395.The modeled gravity was interpolated from observed gravity values.
 JQ0395
 JQ0395;                    North         East    Units  Estimated Accuracy
 JQ0395;SPC NV C     - 6,462,550.      390,700.      MT  (+/- 180 meters Scaled)
 JQ0395
 JQ0395                          SUPERSEDED SURVEY CONTROL
 JQ0395
 JQ0395  NGVD 29 (??/??/92) 1401.175  (m)         4597.02   (f) ADJ UNCH    1 2
 JQ0395
 JQ0395.Superseded values are not recommended for survey control.
 JQ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0395.See file dsdata.txt to determine how the superseded data were derived.
 JQ0395
 JQ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD196073(NAD 83)
 JQ0395_MARKER: DB = BENCH MARK DISK
 JQ0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0395_STAMPING: H 131 1934
 JQ0395_MARK LOGO: CGS   
 JQ0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0395+STABILITY: SURFACE MOTION
 JQ0395
 JQ0395  HISTORY     - Date     Condition        Report By
 JQ0395  HISTORY     - 1934     MONUMENTED       CGS
 JQ0395  HISTORY     - 1955     GOOD             NGS
 JQ0395  HISTORY     - 1984     GOOD             NGS
 JQ0395
 JQ0395                          STATION DESCRIPTION
 JQ0395
 JQ0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JQ0395'3.8 MI N FROM GABBS.
 JQ0395'0.3 MILE NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JQ0395'THENCE 3.0 MILES NORTH ALONG STATE HIGHWAY 23, THENCE 0.5 MILE EAST
 JQ0395'ALONG A TRACK ROAD, 0.25 MILE EAST OF THE Y JUNCTION OF A DIM TRACK
 JQ0395'ROAD LEADING NORTHWEST, 22 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 JQ0395'ROAD, 1.4 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 JQ0395'ROAD, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 JQ0395
 JQ0395                          STATION RECOVERY (1984)
 JQ0395
 JQ0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0395'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 JQ0395'NOTE--STATE HIGHWAY 23 IS NOW STATE HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0046 ***********************************************************************
 JR0046  DESIGNATION -  H 132
 JR0046  PID         -  JR0046
 JR0046  STATE/COUNTY-  NV/MINERAL
 JR0046  USGS QUAD   -  MOUNT HICKS (1989)
 JR0046
 JR0046                         *CURRENT SURVEY CONTROL
 JR0046  ___________________________________________________________________
 JR0046* NAD 83(1986)-  38 21 51.     (N)    118 51 57.     (W)     SCALED    
 JR0046* NAVD 88     -      1935.47   (+/-2cm)    6350.0    (feet)  VERTCON   
 JR0046  ___________________________________________________________________
 JR0046  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 JR0046
 JR0046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0046
 JR0046.The horizontal coordinates were scaled from a topographic map and have
 JR0046.an estimated accuracy of +/- 6 seconds.
 JR0046
 JR0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0046.The vertical order pertains to the NGVD 29 superseded value.
 JR0046
 JR0046.The geoid height was determined by GEOID03.
 JR0046
 JR0046;                    North         East    Units  Estimated Accuracy
 JR0046;SPC NV W     - 4,401,060.      775,310.      MT  (+/- 180 meters Scaled)
 JR0046
 JR0046                          SUPERSEDED SURVEY CONTROL
 JR0046
 JR0046  NGVD 29 (??/??/92) 1934.143  (m)         6345.60   (f) ADJ UNCH    2 0
 JR0046
 JR0046.Superseded values are not recommended for survey control.
 JR0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0046.See file dsdata.txt to determine how the superseded data were derived.
 JR0046
 JR0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC369478(NAD 83)
 JR0046_MARKER: DB = BENCH MARK DISK
 JR0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0046_STAMPING: H 132 1934
 JR0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0046+STABILITY: SURFACE MOTION
 JR0046
 JR0046  HISTORY     - Date     Condition        Report By
 JR0046  HISTORY     - 1934     MONUMENTED       CGS
 JR0046  HISTORY     - 1940     GOOD             NGS
 JR0046
 JR0046                          STATION DESCRIPTION
 JR0046
 JR0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0046'20.1 MI SW FROM HAWTHORNE.
 JR0046'20.1 MILES SOUTHWEST ALONG THE ROAD LEADING TO BRIDGEPORT,
 JR0046'CALIFORNIA, FROM HAWTHORNE, MINERAL COUNTY, 1.7 MILES EAST OF
 JR0046'FLETCHERS STATION, 44 FEET NORTHWEST OF THE CENTERLINE OF THE
 JR0046'ROAD, AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 JR0046'STAMPED H 132 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR0248 ***********************************************************************
 HR0248  DESIGNATION -  H 133 RESET
 HR0248  PID         -  HR0248
 HR0248  STATE/COUNTY-  NV/MINERAL
 HR0248  USGS QUAD   -  MT MONTGOMERY (1994)
 HR0248
 HR0248                         *CURRENT SURVEY CONTROL
 HR0248  ___________________________________________________________________
 HR0248* NAD 83(1986)-  37 57 38.     (N)    118 20 36.     (W)     SCALED    
 HR0248* NAVD 88     -      2069.03   (+/-2cm)    6788.1    (feet)  VERTCON   
 HR0248  ___________________________________________________________________
 HR0248  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 HR0248
 HR0248  VERT ORDER  -  THIRD (See Below)
 HR0248
 HR0248.The horizontal coordinates were scaled from a topographic map and have
 HR0248.an estimated accuracy of +/- 6 seconds.
 HR0248
 HR0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0248.The vertical order pertains to the NGVD 29 superseded value.
 HR0248
 HR0248.The geoid height was determined by GEOID03.
 HR0248
 HR0248;                    North         East    Units  Estimated Accuracy
 HR0248;SPC NV W     - 4,356,250.      821,090.      MT  (+/- 180 meters Scaled)
 HR0248
 HR0248                          SUPERSEDED SURVEY CONTROL
 HR0248
 HR0248  NGVD 29 (07/31/00) 2067.68   (m)         6783.7    (f) RESET       3  
 HR0248
 HR0248.Superseded values are not recommended for survey control.
 HR0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0248.See file dsdata.txt to determine how the superseded data were derived.
 HR0248
 HR0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC819022(NAD 83)
 HR0248_MARKER: DB = BENCH MARK DISK
 HR0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HR0248_SP_SET: CONCRETE
 HR0248_STAMPING: H 133 RESET 1960
 HR0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0248
 HR0248  HISTORY     - Date     Condition        Report By
 HR0248  HISTORY     - 1960     MONUMENTED       NVDH
 HR0248  HISTORY     - 1962     GOOD             NGS
 HR0248
 HR0248                          STATION DESCRIPTION
 HR0248
 HR0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HR0248'1.9 MI SW FROM MONTGOMERY PASS.
 HR0248'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE BAR AND CAFE AT
 HR0248'MONTGOMERY PASS, ON THE OUTSIDE OF A CURVE, 50.7 FEET RIGHT OF
 HR0248'HIGHWAY ENGINEERS STATE A 350+06, 60.3 FEET AND N 54 DEG 19 MIN 30
 HR0248'SEC E OF A HIGHWAY BRASS CAP REFERENCE MONUMENT (WHICH IS ON TOP
 HR0248'OF THE ROADWAY BACKSLOPE), IMBEDDED IN CONCRETE FLUSH WITH THE
 HR0248'GROUND AND 2.8 FEET ABOVE THE HIGHWAY ELEVATION, MARKED BY A
 HR0248'4 IN X 4 IN WHITE POST 4 FEET FROM DISK ON THE OPPOSITE SIDE FROM
 HR0248'THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0632 ***********************************************************************
 HQ0632  DESIGNATION -  H 134
 HQ0632  PID         -  HQ0632
 HQ0632  STATE/COUNTY-  NV/ESMERALDA
 HQ0632  USGS QUAD   -  KLONDIKE (1982)
 HQ0632
 HQ0632                         *CURRENT SURVEY CONTROL
 HQ0632  ___________________________________________________________________
 HQ0632* NAD 83(1986)-  37 53 20.     (N)    117 15 25.     (W)     SCALED    
 HQ0632* NAVD 88     -      1500.784  (meters)    4923.82   (feet)  ADJUSTED  
 HQ0632  ___________________________________________________________________
 HQ0632  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 HQ0632  DYNAMIC HT  -        1499.165 (meters)    4918.51  (feet)  COMP
 HQ0632  MODELED GRAV-     979,498.7   (mgal)                       NAVD 88
 HQ0632
 HQ0632  VERT ORDER  -  FIRST     CLASS II
 HQ0632
 HQ0632.The horizontal coordinates were scaled from a topographic map and have
 HQ0632.an estimated accuracy of +/- 6 seconds.
 HQ0632
 HQ0632.The orthometric height was determined by differential leveling
 HQ0632.and adjusted by the National Geodetic Survey in June 1991..
 HQ0632
 HQ0632.The geoid height was determined by GEOID03.
 HQ0632
 HQ0632.The dynamic height is computed by dividing the NAVD 88
 HQ0632.geopotential number by the normal gravity value computed on the
 HQ0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0632.degrees latitude (g = 980.6199 gals.).
 HQ0632
 HQ0632.The modeled gravity was interpolated from observed gravity values.
 HQ0632
 HQ0632;                    North         East    Units  Estimated Accuracy
 HQ0632;SPC NV W     - 4,349,100.      916,670.      MT  (+/- 180 meters Scaled)
 HQ0632
 HQ0632                          SUPERSEDED SURVEY CONTROL
 HQ0632
 HQ0632  NGVD 29 (??/??/92) 1499.697  (m)         4920.26   (f) ADJ UNCH    1 2
 HQ0632
 HQ0632.Superseded values are not recommended for survey control.
 HQ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0632.See file dsdata.txt to determine how the superseded data were derived.
 HQ0632
 HQ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB774935(NAD 83)
 HQ0632_MARKER: DB = BENCH MARK DISK
 HQ0632_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0632_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0632_STAMPING: H 134 1955
 HQ0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0632
 HQ0632  HISTORY     - Date     Condition        Report By
 HQ0632  HISTORY     - 1955     MONUMENTED       CGS
 HQ0632
 HQ0632                          STATION DESCRIPTION
 HQ0632
 HQ0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0632'13.2 MI N FROM GOLDFIELD.
 HQ0632'9.9 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0632'AT GOLDFIELD, THENCE 0.3 MILE WEST ALONG A TRACK ROAD, THENCE
 HQ0632'3.0 MILES NORTHWEST ALONG AN ABANDONED TONOPAH AND GOLDFIELD
 HQ0632'RAILROAD BED, 0.5 MILE SOUTHEAST OF THE ABANDONED STATION AT
 HQ0632'KLONDYKE, ON THE OUTSIDE OF A LONG SWEEPING CURVE, 71 1/2 FEET
 HQ0632'EAST OF AND ACROSS A TRACK ROAD FROM THE CENTER LINE OF THE
 HQ0632'RAILROAD BED, 38 FEET EAST OF THE CENTER LINE OF THE TRACK
 HQ0632'ROAD, 2.4 FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER
 HQ0632'THAN THE RAILROAD BED, AND SET IN THE TOP OF A CONCRETE POST
 HQ0632'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0361 ***********************************************************************
 HQ0361  DESIGNATION -  H 135
 HQ0361  PID         -  HQ0361
 HQ0361  STATE/COUNTY-  NV/NYE
 HQ0361  USGS QUAD   -  RALSTON (1988)
 HQ0361
 HQ0361                         *CURRENT SURVEY CONTROL
 HQ0361  ___________________________________________________________________
 HQ0361* NAD 83(1986)-  37 31 40.     (N)    117 09 47.     (W)     SCALED    
 HQ0361* NAVD 88     -      1436.348  (meters)    4712.42   (feet)  ADJUSTED  
 HQ0361  ___________________________________________________________________
 HQ0361  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 HQ0361  DYNAMIC HT  -        1434.764 (meters)    4707.22  (feet)  COMP
 HQ0361  MODELED GRAV-     979,478.0   (mgal)                       NAVD 88
 HQ0361
 HQ0361  VERT ORDER  -  FIRST     CLASS II
 HQ0361
 HQ0361.The horizontal coordinates were scaled from a topographic map and have
 HQ0361.an estimated accuracy of +/- 6 seconds.
 HQ0361
 HQ0361.The orthometric height was determined by differential leveling
 HQ0361.and adjusted by the National Geodetic Survey in June 1991..
 HQ0361
 HQ0361.The geoid height was determined by GEOID03.
 HQ0361
 HQ0361.The dynamic height is computed by dividing the NAVD 88
 HQ0361.geopotential number by the normal gravity value computed on the
 HQ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0361.degrees latitude (g = 980.6199 gals.).
 HQ0361
 HQ0361.The modeled gravity was interpolated from observed gravity values.
 HQ0361
 HQ0361;                    North         East    Units  Estimated Accuracy
 HQ0361;SPC NV C     - 6,308,310.      456,130.      MT  (+/- 180 meters Scaled)
 HQ0361
 HQ0361                          SUPERSEDED SURVEY CONTROL
 HQ0361
 HQ0361  NGVD 29 (??/??/92) 1435.267  (m)         4708.87   (f) ADJ UNCH    1 2
 HQ0361
 HQ0361.Superseded values are not recommended for survey control.
 HQ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0361.See file dsdata.txt to determine how the superseded data were derived.
 HQ0361
 HQ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB855534(NAD 83)
 HQ0361_MARKER: DB = BENCH MARK DISK
 HQ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0361_STAMPING: H 135 1955
 HQ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0361+STABILITY: SURFACE MOTION
 HQ0361
 HQ0361  HISTORY     - Date     Condition        Report By
 HQ0361  HISTORY     - 1955     MONUMENTED       CGS
 HQ0361
 HQ0361                          STATION DESCRIPTION
 HQ0361
 HQ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0361'17.2 MI S FROM GOLDFIELD.
 HQ0361'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE AT
 HQ0361'GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD, THENCE
 HQ0361'11.6 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS AND
 HQ0361'TONOPAH RAILROAD, AT THE CROSSING OF AN EAST-WEST TRACK ROAD,
 HQ0361'58 FEET WEST OF THE CENTER LINE OF THE RAILROAD BED, 40 1/2
 HQ0361'FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A
 HQ0361'WITNESS POST, ABOUT LEVEL WITH THE RAILROAD BED, AND SET IN THE
 HQ0361'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0119 ***********************************************************************
 GR0119  DESIGNATION -  H 136
 GR0119  PID         -  GR0119
 GR0119  STATE/COUNTY-  NV/CLARK
 GR0119  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0119
 GR0119                         *CURRENT SURVEY CONTROL
 GR0119  ___________________________________________________________________
 GR0119* NAD 83(1986)-  36 46 32.     (N)    114 08 52.     (W)     SCALED    
 GR0119* NAVD 88     -       477.454  (meters)    1566.45   (feet)  POSTED    
 GR0119  ___________________________________________________________________
 GR0119  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 GR0119  DYNAMIC HT  -         476.990 (meters)    1564.92  (feet)  COMP
 GR0119  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 GR0119
 GR0119  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0119
 GR0119.The horizontal coordinates were scaled from a topographic map and have
 GR0119.an estimated accuracy of +/- 6 seconds.
 GR0119
 GR0119.The orthometric height was determined by differential leveling
 GR0119.and adjusted by the National Geodetic Survey in 1992..
 GR0119.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0119.rate of 0.0 thru 1.0 mm/km.
 GR0119
 GR0119.The geoid height was determined by GEOID03.
 GR0119
 GR0119.The dynamic height is computed by dividing the NAVD 88
 GR0119.geopotential number by the normal gravity value computed on the
 GR0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0119.degrees latitude (g = 980.6199 gals.).
 GR0119
 GR0119.The modeled gravity was interpolated from observed gravity values.
 GR0119
 GR0119;                    North         East    Units  Estimated Accuracy
 GR0119;SPC NV E     - 8,225,680.      328,150.      MT  (+/- 180 meters Scaled)
 GR0119
 GR0119                          SUPERSEDED SURVEY CONTROL
 GR0119
 GR0119  NGVD 29 (??/??/92)  476.764  (m)         1564.18   (f) ADJ UNCH    2 0
 GR0119
 GR0119.Superseded values are not recommended for survey control.
 GR0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0119.See file dsdata.txt to determine how the superseded data were derived.
 GR0119
 GR0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA545737(NAD 83)
 GR0119_MARKER: DD = SURVEY DISK
 GR0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0119_SP_SET: CONCRETE BLOCK
 GR0119_STAMPING: SEE TEXT
 GR0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0119
 GR0119  HISTORY     - Date     Condition        Report By
 GR0119  HISTORY     - 1957     MONUMENTED       NVDH
 GR0119  HISTORY     - 1957     GOOD             NGS
 GR0119  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0119
 GR0119                          STATION DESCRIPTION
 GR0119
 GR0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0119'4.3 MI W FROM MESQUITE.
 GR0119'4.3 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0119'50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET SOUTH OF A
 GR0119'BLACK AND WHITE IRON POST.  A STANDARD DISK SET IN A ROUND CONCRETE
 GR0119'BLOCK FLUSH WITH THE GROUND SURFACE.  STAMPED DIST 50 FT STA F 373 +
 GR0119'19.85 PT ANGLE ------ H 136 1957 ELEV 1564.66.
 GR0119
 GR0119                          STATION RECOVERY (1982)
 GR0119
 GR0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0150 ***********************************************************************
 GR0150  DESIGNATION -  H 137
 GR0150  PID         -  GR0150
 GR0150  STATE/COUNTY-  NV/CLARK
 GR0150  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0150
 GR0150                         *CURRENT SURVEY CONTROL
 GR0150  ___________________________________________________________________
 GR0150* NAD 83(1986)-  36 46 04.     (N)    114 13 09.     (W)     SCALED    
 GR0150* NAVD 88     -       518.769  (meters)    1701.99   (feet)  POSTED    
 GR0150  ___________________________________________________________________
 GR0150  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GR0150  DYNAMIC HT  -         518.260 (meters)    1700.32  (feet)  COMP
 GR0150  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 GR0150
 GR0150  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0150
 GR0150.The horizontal coordinates were scaled from a topographic map and have
 GR0150.an estimated accuracy of +/- 6 seconds.
 GR0150
 GR0150.The orthometric height was determined by differential leveling
 GR0150.and adjusted by the National Geodetic Survey in 1992..
 GR0150.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0150.rate of 0.0 thru 1.0 mm/km.
 GR0150
 GR0150.The geoid height was determined by GEOID03.
 GR0150
 GR0150.The dynamic height is computed by dividing the NAVD 88
 GR0150.geopotential number by the normal gravity value computed on the
 GR0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0150.degrees latitude (g = 980.6199 gals.).
 GR0150
 GR0150.The modeled gravity was interpolated from observed gravity values.
 GR0150
 GR0150;                    North         East    Units  Estimated Accuracy
 GR0150;SPC NV E     - 8,224,730.      321,790.      MT  (+/- 180 meters Scaled)
 GR0150
 GR0150                          SUPERSEDED SURVEY CONTROL
 GR0150
 GR0150  NGVD 29 (??/??/92)  518.078  (m)         1699.73   (f) ADJ UNCH    2 0
 GR0150
 GR0150.Superseded values are not recommended for survey control.
 GR0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0150.See file dsdata.txt to determine how the superseded data were derived.
 GR0150
 GR0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA482727(NAD 83)
 GR0150_MARKER: DD = SURVEY DISK
 GR0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0150_STAMPING: SEE TEXT
 GR0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0150+STABILITY: SURFACE MOTION
 GR0150
 GR0150  HISTORY     - Date     Condition        Report By
 GR0150  HISTORY     - 1957     MONUMENTED       NVDH
 GR0150  HISTORY     - 1957     GOOD             NGS
 GR0150  HISTORY     - 1979     GOOD             USGS
 GR0150
 GR0150                          STATION DESCRIPTION
 GR0150
 GR0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0150'9.3 MI W FROM MESQUITE.
 GR0150'9.3 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0150'150 FEET SOUTH OF G 137, 200 FEET SOUTH OF THE CENTER LINE OF THE
 GR0150'HIGHWAY, 1 FOOT EAST OF A RIGHT-OF-WAY MARKER POST AND IN THE
 GR0150'RIGHT-OF-WAY FENCE LINE, 2.5 FEET SOUTH OF A ROUND BLACK AND WHITE
 GR0150'IRON WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE POST.
 GR0150'STAMPED DIST 200 FT STA F 146 + 93.28 POT ANGLE 90 O H 137 1957 ELEV
 GR0150'1699.86.
 GR0150
 GR0150                          STATION RECOVERY (1979)
 GR0150
 GR0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0150'FROM THE WEST RIVERSIDE INTERCHANGE ON INTERSTATE HIGHWAY 15, THENCE
 GR0150'1.05 MILES EAST ON INTERSTATE HIGHWAY 15 TO MARK, 200 FEET SOUTH OF
 GR0150'THE CENTER LINE OF THE SOUTH TWO LANES OF THE HIGHWAY, IN THE
 GR0150'RIGHT-OF-WAY FENCELINE. A N.H.D. BRONZE DISK SET IN A CONCRETE POST,
 GR0150'2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0176 ***********************************************************************
 GR0176  DESIGNATION -  H 138
 GR0176  PID         -  GR0176
 GR0176  STATE/COUNTY-  NV/CLARK
 GR0176  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0176
 GR0176                         *CURRENT SURVEY CONTROL
 GR0176  ___________________________________________________________________
 GR0176* NAD 83(1986)-  36 46 29.     (N)    114 17 05.     (W)     SCALED    
 GR0176* NAVD 88     -       644.777  (meters)    2115.41   (feet)  ADJUSTED  
 GR0176  ___________________________________________________________________
 GR0176  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 GR0176  DYNAMIC HT  -         644.141 (meters)    2113.32  (feet)  COMP
 GR0176  MODELED GRAV-     979,625.2   (mgal)                       NAVD 88
 GR0176
 GR0176  VERT ORDER  -  FIRST     CLASS II
 GR0176
 GR0176.The horizontal coordinates were scaled from a topographic map and have
 GR0176.an estimated accuracy of +/- 6 seconds.
 GR0176
 GR0176.The orthometric height was determined by differential leveling
 GR0176.and adjusted by the National Geodetic Survey in June 1991..
 GR0176
 GR0176.The geoid height was determined by GEOID03.
 GR0176
 GR0176.The dynamic height is computed by dividing the NAVD 88
 GR0176.geopotential number by the normal gravity value computed on the
 GR0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0176.degrees latitude (g = 980.6199 gals.).
 GR0176
 GR0176.The modeled gravity was interpolated from observed gravity values.
 GR0176
 GR0176;                    North         East    Units  Estimated Accuracy
 GR0176;SPC NV E     - 8,225,420.      315,920.      MT  (+/- 180 meters Scaled)
 GR0176
 GR0176                          SUPERSEDED SURVEY CONTROL
 GR0176
 GR0176  NGVD 29 (??/??/92)  644.078  (m)         2113.11   (f) ADJ UNCH    1 2
 GR0176
 GR0176.Superseded values are not recommended for survey control.
 GR0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0176.See file dsdata.txt to determine how the superseded data were derived.
 GR0176
 GR0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA423733(NAD 83)
 GR0176_MARKER: DD = SURVEY DISK
 GR0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0176_SP_SET: CONCRETE BLOCK
 GR0176_STAMPING: SEE TEXT
 GR0176_MARK LOGO: NVDH  
 GR0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0176
 GR0176  HISTORY     - Date     Condition        Report By
 GR0176  HISTORY     - 1957     MONUMENTED       NVDH
 GR0176  HISTORY     - 1957     GOOD             NGS
 GR0176  HISTORY     - 1982     GOOD             NGS
 GR0176
 GR0176                          STATION DESCRIPTION
 GR0176
 GR0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0176'13.0 MI SW FROM MESQUITE.
 GR0176'13 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE
 GR0176'IN MESQUITE, 15.15 MILES EASTERLY FROM THE JUNCTION WITH STATE ROUTE
 GR0176'12, 149.74 FEET NORTH OF THE SOUTH ROAD RIGHT-OF-WAY MARKER POST, 70
 GR0176'FEET SOUTHWEST OF CULVERT NO. X 700 + 50 AND 50.26 FEET SOUTH OF THE
 GR0176'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK SET IN A ROUND CONCRETE
 GR0176'BLOCK SET FLUSH WITH THE GROUND SURFACE.  STAMPED DIST 50.26 STA X 699
 GR0176'+ 84.11 POT ANGLE 90 O H 138 1957.
 GR0176
 GR0176                          STATION RECOVERY (1982)
 GR0176
 GR0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0176'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0176'29.35 KM (18.35 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST
 GR0176'END OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 0.65 KM (0.4 MI)
 GR0176'NORTHEAST OF MILEPOST 109, 0.5 KM (0.3 MI) SOUTHWEST OF A SMALL
 GR0176'OVERPASS BRIDGE OVER A SINGLE LANE ROAD, 15.2 METERS (50 FT) SOUTHEAST
 GR0176'OF THE NORTH BOUND CENTERLINE, 45.7 METERS (150 FT) NORTHWEST OF THE
 GR0176'RIGHT OF WAY FENCE, 30.5 METERS (100 FT) SOUTHEAST ACROSS THE HIGHWAY
 GR0176'FROM BM G 138 NHD, 21.3 METERS (70 FT) SOUTHWEST OF THE SOUTHEAST END
 GR0176'OF A 36 INCH CORRUGATED METAL PIPE CULVERT.
 GR0176'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 GR0176'THE MARK IS 1.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0200 ***********************************************************************
 GR0200  DESIGNATION -  H 139
 GR0200  PID         -  GR0200
 GR0200  STATE/COUNTY-  NV/CLARK
 GR0200  USGS QUAD   -  MOAPA PEAK (1980)
 GR0200
 GR0200                         *CURRENT SURVEY CONTROL
 GR0200  ___________________________________________________________________
 GR0200* NAD 83(1986)-  36 45 03.     (N)    114 23 53.     (W)     SCALED    
 GR0200* NAVD 88     -       620.822  (meters)    2036.81   (feet)  POSTED    
 GR0200  ___________________________________________________________________
 GR0200  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 GR0200  DYNAMIC HT  -         620.210 (meters)    2034.81  (feet)  COMP
 GR0200  MODELED GRAV-     979,632.1   (mgal)                       NAVD 88
 GR0200
 GR0200  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0200
 GR0200.The horizontal coordinates were scaled from a topographic map and have
 GR0200.an estimated accuracy of +/- 6 seconds.
 GR0200
 GR0200.The orthometric height was determined by differential leveling
 GR0200.and adjusted by the National Geodetic Survey in 1992..
 GR0200.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0200.rate of 4.1 thru 8.0 mm/km.
 GR0200
 GR0200.The geoid height was determined by GEOID03.
 GR0200
 GR0200.The dynamic height is computed by dividing the NAVD 88
 GR0200.geopotential number by the normal gravity value computed on the
 GR0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0200.degrees latitude (g = 980.6199 gals.).
 GR0200
 GR0200.The modeled gravity was interpolated from observed gravity values.
 GR0200
 GR0200;                    North         East    Units  Estimated Accuracy
 GR0200;SPC NV E     - 8,222,630.      305,840.      MT  (+/- 180 meters Scaled)
 GR0200
 GR0200                          SUPERSEDED SURVEY CONTROL
 GR0200
 GR0200  NGVD 29 (??/??/92)  620.134  (m)         2034.56   (f) ADJ UNCH    2 0
 GR0200
 GR0200.Superseded values are not recommended for survey control.
 GR0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0200.See file dsdata.txt to determine how the superseded data were derived.
 GR0200
 GR0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA322703(NAD 83)
 GR0200_MARKER: DD = SURVEY DISK
 GR0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0200_STAMPING: SEE TEXT
 GR0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0200+STABILITY: SURFACE MOTION
 GR0200
 GR0200  HISTORY     - Date     Condition        Report By
 GR0200  HISTORY     - 1957     MONUMENTED       NVDH
 GR0200  HISTORY     - 1957     GOOD             NGS
 GR0200  HISTORY     - 1979     GOOD             USGS
 GR0200
 GR0200                          STATION DESCRIPTION
 GR0200
 GR0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0200'19.3 MI SW FROM MESQUITE.
 GR0200'19.3 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0200'OFFICE IN MESQUITE, 8.85 MILES EASTERLY FROM THE JUNCTION WITH STATE
 GR0200'ROUTE 12, 150 FEET SOUTH OF THE NORTH RIGHT-OF-WAY MARKER POST, 50.05
 GR0200'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A ROUND CONCRETE
 GR0200'POST ABOUT 20 INCHES IN DIAMETER FLUSH WITH THE GROUND.  STAMPED DIST
 GR0200'50.05 STA D 359 + 95.67 POT ANGLE 90 O H 139 1957.
 GR0200
 GR0200                          STATION RECOVERY (1979)
 GR0200
 GR0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0200'JUNCTION OF INTERSTATE 15 AND STATE ROUTE 12. 8.8 MILES NE ALONG
 GR0200'INTERSTATE 15. 50 FT. NORTH OF THE CENTERLINE OF THE NORTH BOUND
 GR0200'LANE. A NEVADA HIGHWAY DEPT. TABLET STAMPED DIST 50.05 STA D
 GR0200'359+95.67 ANGLE 90 DEG H 139 1957 AND SET IN THE TOP OF A CONCRETE
 GR0200'POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0637 ***********************************************************************
 MT0637  DESIGNATION -  H 14
 MT0637  PID         -  MT0637
 MT0637  STATE/COUNTY-  NV/ELKO
 MT0637  USGS QUAD   -  BEARPAW MOUNTAIN (1986)
 MT0637
 MT0637                         *CURRENT SURVEY CONTROL
 MT0637  ___________________________________________________________________
 MT0637* NAD 83(1986)-  41 59 05.     (N)    115 31 13.     (W)     SCALED    
 MT0637* NAVD 88     -      1842.092  (meters)    6043.60   (feet)  ADJUSTED  
 MT0637  ___________________________________________________________________
 MT0637  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 MT0637  DYNAMIC HT  -        1840.684 (meters)    6038.98  (feet)  COMP
 MT0637  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 MT0637
 MT0637  VERT ORDER  -  SECOND    CLASS 0
 MT0637
 MT0637.The horizontal coordinates were scaled from a topographic map and have
 MT0637.an estimated accuracy of +/- 6 seconds.
 MT0637
 MT0637.The orthometric height was determined by differential leveling
 MT0637.and adjusted by the National Geodetic Survey in June 1991..
 MT0637
 MT0637.The geoid height was determined by GEOID03.
 MT0637
 MT0637.The dynamic height is computed by dividing the NAVD 88
 MT0637.geopotential number by the normal gravity value computed on the
 MT0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0637.degrees latitude (g = 980.6199 gals.).
 MT0637
 MT0637.The modeled gravity was interpolated from observed gravity values.
 MT0637
 MT0637;                    North         East    Units  Estimated Accuracy
 MT0637;SPC NV E     - 8,803,000.      205,230.      MT  (+/- 180 meters Scaled)
 MT0637
 MT0637                          SUPERSEDED SURVEY CONTROL
 MT0637
 MT0637  NGVD 29 (??/??/92) 1840.890  (m)         6039.65   (f) ADJ UNCH    2 0
 MT0637
 MT0637.Superseded values are not recommended for survey control.
 MT0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0637.See file dsdata.txt to determine how the superseded data were derived.
 MT0637
 MT0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG225491(NAD 83)
 MT0637_MARKER: DD = SURVEY DISK
 MT0637_SETTING: 66 = SET IN ROCK OUTCROP
 MT0637_SP_SET: LAVA OUTCROP
 MT0637_STAMPING: H 14 1935
 MT0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0637+STABILITY: POSITION/ELEVATION WELL
 MT0637
 MT0637  HISTORY     - Date     Condition        Report By
 MT0637  HISTORY     - 1935     MONUMENTED       USGS
 MT0637  HISTORY     - 1951     GOOD             NGS
 MT0637
 MT0637                          STATION DESCRIPTION
 MT0637
 MT0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0637'19.4 MI NW FROM JARBIDGE.
 MT0637'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0637'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0637'THENCE 9.2 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0637'CREEK RANGER STATION, 0.15 MILES EAST OF THE Y JUNCTION OF A TRACK
 MT0637'ROAD, AT A POINT WHERE THE ROAD CROSSES A DRY CREEK BED, SET IN THE
 MT0637'TOP OF A LAVA OUTCROP ON THE NORTHWEST SLOPE OF A HILL, 152 FEET EAST
 MT0637'OF THE CENTER OF A CREEK CROSSING THE ROAD, 134.5 FEET SOUTH AND
 MT0637'ACROSS THE ROAD FROM A FENCE LINE, 50 FEET SOUTH OF THE CENTER LINE OF
 MT0637'THE ROAD, 2.6 FEET EAST OF A WITNESS POST, AND SET ABOUT 4 FEET HIGHER
 MT0637'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0234 ***********************************************************************
 GR0234  DESIGNATION -  H 140
 GR0234  PID         -  GR0234
 GR0234  STATE/COUNTY-  NV/CLARK
 GR0234  USGS QUAD   -  OVERTON NW (1983)
 GR0234
 GR0234                         *CURRENT SURVEY CONTROL
 GR0234  ___________________________________________________________________
 GR0234* NAD 83(1986)-  36 41 56.     (N)    114 29 41.     (W)     SCALED    
 GR0234* NAVD 88     -       629.719  (meters)    2066.00   (feet)  POSTED    
 GR0234  ___________________________________________________________________
 GR0234  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 GR0234  DYNAMIC HT  -         629.110 (meters)    2064.01  (feet)  COMP
 GR0234  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 GR0234
 GR0234  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0234
 GR0234.The horizontal coordinates were scaled from a topographic map and have
 GR0234.an estimated accuracy of +/- 6 seconds.
 GR0234
 GR0234.The orthometric height was determined by differential leveling
 GR0234.and adjusted by the National Geodetic Survey in 1992..
 GR0234.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0234.rate of 0.0 thru 1.0 mm/km.
 GR0234
 GR0234.The geoid height was determined by GEOID03.
 GR0234
 GR0234.The dynamic height is computed by dividing the NAVD 88
 GR0234.geopotential number by the normal gravity value computed on the
 GR0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0234.degrees latitude (g = 980.6199 gals.).
 GR0234
 GR0234.The modeled gravity was interpolated from observed gravity values.
 GR0234
 GR0234;                    North         East    Units  Estimated Accuracy
 GR0234;SPC NV E     - 8,216,770.      297,270.      MT  (+/- 180 meters Scaled)
 GR0234
 GR0234                          SUPERSEDED SURVEY CONTROL
 GR0234
 GR0234  NGVD 29 (??/??/92)  629.045  (m)         2063.79   (f) ADJ UNCH    2 0
 GR0234
 GR0234.Superseded values are not recommended for survey control.
 GR0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0234.See file dsdata.txt to determine how the superseded data were derived.
 GR0234
 GR0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA238643(NAD 83)
 GR0234_MARKER: DD = SURVEY DISK
 GR0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0234_STAMPING: SEE TEXT
 GR0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0234+STABILITY: SURFACE MOTION
 GR0234
 GR0234  HISTORY     - Date     Condition        Report By
 GR0234  HISTORY     - 1957     MONUMENTED       NVDH
 GR0234  HISTORY     - 1957     GOOD             NGS
 GR0234  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0234
 GR0234                          STATION DESCRIPTION
 GR0234
 GR0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0234'25.75 MI SW FROM MESQUITE.
 GR0234'25.75 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0234'OFFICE IN MESQUITE, 2.4 MILES EAST FROM THE JUNCTION WITH STATE ROUTE
 GR0234'12, 149.94 FEET SOUTH OF THE NORTH RIGHT-OF-WAY MARKER POST, 50.06
 GR0234'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A CONCRETE POST
 GR0234'FLUSH WITH THE GROUND.  STAMPED DIST 50.06 STA D 15 + 99.89 PT ANGLE
 GR0234'90 O H 140 1957.
 GR0234
 GR0234                          STATION RECOVERY (1979)
 GR0234
 GR0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1022 ***********************************************************************
 GR1022  DESIGNATION -  H 141
 GR1022  PID         -  GR1022
 GR1022  STATE/COUNTY-  NV/CLARK
 GR1022  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1022
 GR1022                         *CURRENT SURVEY CONTROL
 GR1022  ___________________________________________________________________
 GR1022* NAD 83(1986)-  36 01 42.     (N)    115 10 46.     (W)     SCALED    
 GR1022* NAVD 88     -       692.18   (+/-2cm)    2270.9    (feet)  VERTCON   
 GR1022  ___________________________________________________________________
 GR1022  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GR1022
 GR1022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GR1022
 GR1022.The horizontal coordinates were scaled from a topographic map and have
 GR1022.an estimated accuracy of +/- 6 seconds.
 GR1022
 GR1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1022.The vertical order pertains to the NGVD 29 superseded value.
 GR1022
 GR1022.The geoid height was determined by GEOID03.
 GR1022
 GR1022;                    North         East    Units  Estimated Accuracy
 GR1022;SPC NV E     - 8,141,890.      236,400.      MT  (+/- 180 meters Scaled)
 GR1022
 GR1022                          SUPERSEDED SURVEY CONTROL
 GR1022
 GR1022  NGVD 29 (??/??/92)  691.476  (m)         2268.62   (f) ADJ UNCH    2 0
 GR1022
 GR1022.Superseded values are not recommended for survey control.
 GR1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1022.See file dsdata.txt to determine how the superseded data were derived.
 GR1022
 GR1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV640886(NAD 83)
 GR1022_MARKER: DB = BENCH MARK DISK
 GR1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1022_STAMPING: H 141 1957
 GR1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1022+STABILITY: SURFACE MOTION
 GR1022
 GR1022  HISTORY     - Date     Condition        Report By
 GR1022  HISTORY     - 1957     MONUMENTED       CGS
 GR1022  HISTORY     - 1966     MARK NOT FOUND   USGS
 GR1022
 GR1022                          STATION DESCRIPTION
 GR1022
 GR1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR1022'10.4 MI S FROM LAS VEGAS.
 GR1022'10.4 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM CITY HALL AT LAS VEGAS,
 GR1022'THENCE 0.4 MILE WEST ON GRADED ROAD, 51 FEET SOUTH OF CENTER OF GRADED
 GR1022'ROAD, 5 FEET EAST OF WITNESS POST, SET IN CONCRETE POST PROJECTING 4
 GR1022'INCHES ABOVE GROUND.
 GR1022
 GR1022                          STATION RECOVERY (1966)
 GR1022
 GR1022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GR1022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0469 ***********************************************************************
 MT0469  DESIGNATION -  H 142
 MT0469  PID         -  MT0469
 MT0469  STATE/COUNTY-  NV/ELKO
 MT0469  USGS QUAD   -  MORGAN HILL (1982)
 MT0469
 MT0469                         *CURRENT SURVEY CONTROL
 MT0469  ___________________________________________________________________
 MT0469* NAD 83(1986)-  41 01 34.     (N)    115 23 27.     (W)     SCALED    
 MT0469* NAVD 88     -      1610.817  (meters)    5284.82   (feet)  ADJUSTED  
 MT0469  ___________________________________________________________________
 MT0469  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 MT0469  DYNAMIC HT  -        1609.496 (meters)    5280.49  (feet)  COMP
 MT0469  MODELED GRAV-     979,747.1   (mgal)                       NAVD 88
 MT0469
 MT0469  VERT ORDER  -  SECOND    CLASS 0
 MT0469
 MT0469.The horizontal coordinates were scaled from a topographic map and have
 MT0469.an estimated accuracy of +/- 6 seconds.
 MT0469
 MT0469.The orthometric height was determined by differential leveling
 MT0469.and adjusted by the National Geodetic Survey in June 1991..
 MT0469
 MT0469.The geoid height was determined by GEOID03.
 MT0469
 MT0469.The dynamic height is computed by dividing the NAVD 88
 MT0469.geopotential number by the normal gravity value computed on the
 MT0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0469.degrees latitude (g = 980.6199 gals.).
 MT0469
 MT0469.The modeled gravity was interpolated from observed gravity values.
 MT0469
 MT0469;                    North         East    Units  Estimated Accuracy
 MT0469;SPC NV E     - 8,696,560.      216,190.      MT  (+/- 180 meters Scaled)
 MT0469
 MT0469                          SUPERSEDED SURVEY CONTROL
 MT0469
 MT0469  NGVD 29 (??/??/92) 1609.656  (m)         5281.01   (f) ADJ UNCH    2 0
 MT0469
 MT0469.Superseded values are not recommended for survey control.
 MT0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0469.See file dsdata.txt to determine how the superseded data were derived.
 MT0469
 MT0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF352429(NAD 83)
 MT0469_MARKER: DB = BENCH MARK DISK
 MT0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0469_STAMPING: H 142 1957
 MT0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0469+STABILITY: SURFACE MOTION
 MT0469
 MT0469  HISTORY     - Date     Condition        Report By
 MT0469  HISTORY     - 1957     MONUMENTED       CGS
 MT0469  HISTORY     - 1984     MARK NOT FOUND   NGS
 MT0469
 MT0469                          STATION DESCRIPTION
 MT0469
 MT0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0469'25.4 MI NE FROM ELKO.
 MT0469'25.4 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 MT0469'IDAHO STREETS AT ELKO, 64 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY 5.9
 MT0469'FEET SOUTHEAST OF NORTHEAST-SOUTHWEST FENCELINE, 4.2 FEET SOUTHEAST OF
 MT0469'WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, SET IN A ROUND
 MT0469'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 MT0469
 MT0469                          STATION RECOVERY (1984)
 MT0469
 MT0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0469'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0470 ***********************************************************************
 MT0470  DESIGNATION -  H 142 RESET
 MT0470  PID         -  MT0470
 MT0470  STATE/COUNTY-  NV/ELKO
 MT0470  USGS QUAD   -  MORGAN HILL (1982)
 MT0470
 MT0470                         *CURRENT SURVEY CONTROL
 MT0470  ___________________________________________________________________
 MT0470* NAD 83(1986)-  41 01 35.     (N)    115 23 23.     (W)     SCALED    
 MT0470* NAVD 88     -      1609.316  (meters)    5279.90   (feet)  ADJUSTED  
 MT0470  ___________________________________________________________________
 MT0470  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 MT0470  DYNAMIC HT  -        1607.996 (meters)    5275.57  (feet)  COMP
 MT0470  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 MT0470
 MT0470  VERT ORDER  -  FIRST     CLASS II
 MT0470
 MT0470.The horizontal coordinates were scaled from a topographic map and have
 MT0470.an estimated accuracy of +/- 6 seconds.
 MT0470
 MT0470.The orthometric height was determined by differential leveling
 MT0470.and adjusted by the National Geodetic Survey in June 1991..
 MT0470
 MT0470.The geoid height was determined by GEOID03.
 MT0470
 MT0470.The dynamic height is computed by dividing the NAVD 88
 MT0470.geopotential number by the normal gravity value computed on the
 MT0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0470.degrees latitude (g = 980.6199 gals.).
 MT0470
 MT0470.The modeled gravity was interpolated from observed gravity values.
 MT0470
 MT0470;                    North         East    Units  Estimated Accuracy
 MT0470;SPC NV E     - 8,696,590.      216,280.      MT  (+/- 180 meters Scaled)
 MT0470
 MT0470                          SUPERSEDED SURVEY CONTROL
 MT0470
 MT0470.No superseded survey control is available for this station.
 MT0470
 MT0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF353429(NAD 83)
 MT0470_MARKER: DD = SURVEY DISK
 MT0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0470_STAMPING: H 142 RESET 1962
 MT0470_MARK LOGO: CGS   
 MT0470_PROJECTION: FLUSH
 MT0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0470+STABILITY: SURFACE MOTION
 MT0470
 MT0470  HISTORY     - Date     Condition        Report By
 MT0470  HISTORY     - 1962     MONUMENTED       NVDH
 MT0470  HISTORY     - 1963     GOOD             NGS
 MT0470  HISTORY     - 1969     MARK NOT FOUND   USGS
 MT0470  HISTORY     - 1984     GOOD             NGS
 MT0470
 MT0470                          STATION DESCRIPTION
 MT0470
 MT0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MT0470'25.4 MI NE FROM ELKO.
 MT0470'25.4 MILES NORTHEAST ALONG U. S. HIGHWAY 40, THEN INTERSTATE 80 FROM
 MT0470'THE CORNER OF 5TH AND IDAHO STREETS AT ELKO, 140 FEET SOUTHEAST OF THE
 MT0470'EASTBOUND CENTERLINE, 65 FEET NORTHWEST OF NEW FENCE LINE, 2 FEET
 MT0470'NORTHWEST OF WITNESS POST, 140.0 FEET RIGHT OF OE1 -293+36, AND SET IN
 MT0470'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MT0470
 MT0470                          STATION RECOVERY (1969)
 MT0470
 MT0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MT0470'MARK NOT FOUND.
 MT0470
 MT0470                          STATION RECOVERY (1984)
 MT0470
 MT0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0470'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.15 KM
 MT0470'(8.85 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE COURTHOUSE AT
 MT0470'ELKO, THENCE 27.6 KM (17.25 MI) NORTHEAST ALONG INTERSTATE 80, 0.75 KM
 MT0470'(0.45 MI) SOUTHWEST OF THE RIVER RANCH INTERCHANGE, 0.23 KM (0.14 MI)
 MT0470'SOUTHWEST OF MILEPOST 328, 42.7 METERS (140 FT) SOUTHEAST OF THE EAST
 MT0470'BOUND HIGHWAY CENTERLINE, 19.8 METERS (65 FT) NORTHWEST OF THE RIGHT
 MT0470'OF WAY FENCE AND 0.6 METER (2 FT) NORTHWEST OF A 4 BY 4 WOODEN WITNESS
 MT0470'POST.
 MT0470'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 MT0470'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0287 ***********************************************************************
 MT0287  DESIGNATION -  H 143
 MT0287  PID         -  MT0287
 MT0287  STATE/COUNTY-  NV/ELKO
 MT0287  USGS QUAD   -  PEQUOP SUMMIT SW (1980)
 MT0287
 MT0287                         *CURRENT SURVEY CONTROL
 MT0287  ___________________________________________________________________
 MT0287* NAD 83(1986)-  41 05 34.     (N)    114 43 12.     (W)     SCALED    
 MT0287* NAVD 88     -      1753.969  (meters)    5754.48   (feet)  ADJUSTED  
 MT0287  ___________________________________________________________________
 MT0287  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 MT0287  DYNAMIC HT  -        1752.513 (meters)    5749.70  (feet)  COMP
 MT0287  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 MT0287
 MT0287  VERT ORDER  -  SECOND    CLASS 0
 MT0287
 MT0287.The horizontal coordinates were scaled from a topographic map and have
 MT0287.an estimated accuracy of +/- 6 seconds.
 MT0287
 MT0287.The orthometric height was determined by differential leveling
 MT0287.and adjusted by the National Geodetic Survey in June 1991..
 MT0287
 MT0287.The geoid height was determined by GEOID03.
 MT0287
 MT0287.The dynamic height is computed by dividing the NAVD 88
 MT0287.geopotential number by the normal gravity value computed on the
 MT0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0287.degrees latitude (g = 980.6199 gals.).
 MT0287
 MT0287.The modeled gravity was interpolated from observed gravity values.
 MT0287
 MT0287;                    North         East    Units  Estimated Accuracy
 MT0287;SPC NV E     - 8,704,310.      272,530.      MT  (+/- 180 meters Scaled)
 MT0287
 MT0287                          SUPERSEDED SURVEY CONTROL
 MT0287
 MT0287  NGVD 29 (??/??/92) 1752.827  (m)         5750.73   (f) ADJ UNCH    2 0
 MT0287
 MT0287.Superseded values are not recommended for survey control.
 MT0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0287.See file dsdata.txt to determine how the superseded data were derived.
 MT0287
 MT0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF914515(NAD 83)
 MT0287_MARKER: DB = BENCH MARK DISK
 MT0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0287_STAMPING: H 143 1957
 MT0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0287+STABILITY: SURFACE MOTION
 MT0287
 MT0287  HISTORY     - Date     Condition        Report By
 MT0287  HISTORY     - 1957     MONUMENTED       CGS
 MT0287  HISTORY     - 1968     GOOD             USGS
 MT0287
 MT0287                          STATION DESCRIPTION
 MT0287
 MT0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0287'13.85 MI E FROM WELLS.
 MT0287'13.85 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0287'AVE. AND U.S. HIGHWAY 40 AT WELLS, 150.0 FEET SOUTH OF CENTER LINE OF
 MT0287'THE HIGHWAY, 11.0 FEET SOUTH OF WITNESS POST, 10.0 FEET SOUTHWEST OF
 MT0287'TELEPHONE LINE, SET IN A ROUND CONCRETE POST PROJECTING 7 INCHES ABOVE
 MT0287'GROUND SURFACE.
 MT0287
 MT0287                          STATION RECOVERY (1968)
 MT0287
 MT0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0105 ***********************************************************************
 LQ0105  DESIGNATION -  H 144
 LQ0105  PID         -  LQ0105
 LQ0105  STATE/COUNTY-  NV/ELKO
 LQ0105  USGS QUAD   -  PILOT (1982)
 LQ0105
 LQ0105                         *CURRENT SURVEY CONTROL
 LQ0105  ___________________________________________________________________
 LQ0105* NAD 83(1986)-  40 49 20.     (N)    114 11 20.     (W)     SCALED    
 LQ0105* NAVD 88     -      1417.363  (meters)    4650.13   (feet)  ADJUSTED  
 LQ0105  ___________________________________________________________________
 LQ0105  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 LQ0105  DYNAMIC HT  -        1416.253 (meters)    4646.49  (feet)  COMP
 LQ0105  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 LQ0105
 LQ0105  VERT ORDER  -  SECOND    CLASS 0
 LQ0105
 LQ0105.The horizontal coordinates were scaled from a topographic map and have
 LQ0105.an estimated accuracy of +/- 6 seconds.
 LQ0105
 LQ0105.The orthometric height was determined by differential leveling
 LQ0105.and adjusted by the National Geodetic Survey in June 1991..
 LQ0105
 LQ0105.The geoid height was determined by GEOID03.
 LQ0105
 LQ0105.The dynamic height is computed by dividing the NAVD 88
 LQ0105.geopotential number by the normal gravity value computed on the
 LQ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0105.degrees latitude (g = 980.6199 gals.).
 LQ0105
 LQ0105.The modeled gravity was interpolated from observed gravity values.
 LQ0105
 LQ0105;                    North         East    Units  Estimated Accuracy
 LQ0105;SPC NV E     - 8,674,840.      317,630.      MT  (+/- 180 meters Scaled)
 LQ0105
 LQ0105                          SUPERSEDED SURVEY CONTROL
 LQ0105
 LQ0105  NGVD 29 (??/??/92) 1416.379  (m)         4646.90   (f) ADJ UNCH    2 0
 LQ0105
 LQ0105.Superseded values are not recommended for survey control.
 LQ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0105.See file dsdata.txt to determine how the superseded data were derived.
 LQ0105
 LQ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF370228(NAD 83)
 LQ0105_MARKER: DB = BENCH MARK DISK
 LQ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0105_STAMPING: H 144 1957
 LQ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0105+STABILITY: SURFACE MOTION
 LQ0105
 LQ0105  HISTORY     - Date     Condition        Report By
 LQ0105  HISTORY     - 1957     MONUMENTED       CGS
 LQ0105  HISTORY     - 1958     GOOD             NGS
 LQ0105
 LQ0105                          STATION DESCRIPTION
 LQ0105
 LQ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0105'9.65 MI NW FROM WENDOVER, UT.
 LQ0105'9.65 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0105'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, 233.0 FEET
 LQ0105'SOUTHWEST OF CENTERLINE OF HIGHWAY, 3.0 FEET EAST OF WITNESS POST, SET
 LQ0105'IN A ROUND CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND SURFACE.
 LQ0105
 LQ0105                          STATION RECOVERY (1958)
 LQ0105
 LQ0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0054 ***********************************************************************
 LS0054  DESIGNATION -  H 145
 LS0054  PID         -  LS0054
 LS0054  STATE/COUNTY-  NV/PERSHING
 LS0054  USGS QUAD   -  IMLAY (1987)
 LS0054
 LS0054                         *CURRENT SURVEY CONTROL
 LS0054  ___________________________________________________________________
 LS0054* NAD 83(1986)-  40 37 30.     (N)    118 13 19.     (W)     SCALED    
 LS0054* NAVD 88     -      1305.230  (meters)    4282.24   (feet)  ADJUSTED  
 LS0054  ___________________________________________________________________
 LS0054  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 LS0054  DYNAMIC HT  -        1304.217 (meters)    4278.92  (feet)  COMP
 LS0054  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 LS0054
 LS0054  VERT ORDER  -  FIRST     CLASS II
 LS0054
 LS0054.The horizontal coordinates were scaled from a topographic map and have
 LS0054.an estimated accuracy of +/- 6 seconds.
 LS0054
 LS0054.The orthometric height was determined by differential leveling
 LS0054.and adjusted by the National Geodetic Survey in June 1991..
 LS0054
 LS0054.The geoid height was determined by GEOID03.
 LS0054
 LS0054.The dynamic height is computed by dividing the NAVD 88
 LS0054.geopotential number by the normal gravity value computed on the
 LS0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0054.degrees latitude (g = 980.6199 gals.).
 LS0054
 LS0054.The modeled gravity was interpolated from observed gravity values.
 LS0054
 LS0054;                    North         East    Units  Estimated Accuracy
 LS0054;SPC NV W     - 4,652,070.      830,570.      MT  (+/- 180 meters Scaled)
 LS0054
 LS0054                          SUPERSEDED SURVEY CONTROL
 LS0054
 LS0054  NGVD 29 (??/??/92) 1304.246  (m)         4279.01   (f) ADJ UNCH    1 2
 LS0054
 LS0054.Superseded values are not recommended for survey control.
 LS0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0054.See file dsdata.txt to determine how the superseded data were derived.
 LS0054
 LS0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE966978(NAD 83)
 LS0054_MARKER: DB = BENCH MARK DISK
 LS0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0054_SP_SET: CONCRETE POST
 LS0054_STAMPING: H 145 1957
 LS0054_MARK LOGO: CGS   
 LS0054_PROJECTION: PROJECTING 10 CENTIMETERS
 LS0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0054+STABILITY: SURFACE MOTION
 LS0054
 LS0054  HISTORY     - Date     Condition        Report By
 LS0054  HISTORY     - 1957     MONUMENTED       CGS
 LS0054  HISTORY     - 1986     GOOD             NGS
 LS0054
 LS0054                          STATION DESCRIPTION
 LS0054
 LS0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0054'2.6 MI NE FROM HUMBOLDT HOUSE.
 LS0054'2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE HUMBOLDT HOUSE,
 LS0054'206.0 FEET WEST OF CENTER LINE OF HIGHWAY, 3.6 FEET SOUTH OF WITNESS
 LS0054'POST, SET IN A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND
 LS0054'SURFACE.
 LS0054
 LS0054                          STATION RECOVERY (1986)
 LS0054
 LS0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0054'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.2 KM (4.5
 LS0054'MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 145)
 LS0054'IN IMLAY, 0.20 KM (0.12 MI) NORTHEAST OF MILEPOST 141, 21.3 METERS
 LS0054'(70.0 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES,
 LS0054'46.3 METERS (152 FT) SOUTH OF THE SOUTHWEST 1 OF 2 FENCE BRACE POSTS,
 LS0054'40.2 METERS (132 FT) SOUTHEAST OF THE NORTHEAST END OF A 24-INCH PIPE
 LS0054'CULVERT, 39.5 METERS (129.5 FT) SOUTHWEST OF A FENCE.
 LS0054'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LS0054'THE MARK IS 1.0 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0186 ***********************************************************************
 FS0186  DESIGNATION -  H 146
 FS0186  PID         -  FS0186
 FS0186  STATE/COUNTY-  NV/CLARK
 FS0186  USGS QUAD   -  SLOAN (1989)
 FS0186
 FS0186                         *CURRENT SURVEY CONTROL
 FS0186  ___________________________________________________________________
 FS0186* NAD 83(1986)-  35 54 01.     (N)    115 12 41.     (W)     SCALED    
 FS0186* NAVD 88     -       891.916  (meters)    2926.23   (feet)  POSTED    
 FS0186  ___________________________________________________________________
 FS0186  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FS0186  DYNAMIC HT  -         890.960 (meters)    2923.09  (feet)  COMP
 FS0186  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 FS0186
 FS0186  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0186
 FS0186.The horizontal coordinates were scaled from a topographic map and have
 FS0186.an estimated accuracy of +/- 6 seconds.
 FS0186
 FS0186.The orthometric height was determined by differential leveling
 FS0186.and adjusted by the National Geodetic Survey in 1992..
 FS0186.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0186.rate of 0.0 thru 1.0 mm/km.
 FS0186
 FS0186.The geoid height was determined by GEOID03.
 FS0186
 FS0186.The dynamic height is computed by dividing the NAVD 88
 FS0186.geopotential number by the normal gravity value computed on the
 FS0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0186.degrees latitude (g = 980.6199 gals.).
 FS0186
 FS0186.The modeled gravity was interpolated from observed gravity values.
 FS0186
 FS0186;                    North         East    Units  Estimated Accuracy
 FS0186;SPC NV E     - 8,127,670.      233,580.      MT  (+/- 180 meters Scaled)
 FS0186
 FS0186                          SUPERSEDED SURVEY CONTROL
 FS0186
 FS0186  NGVD 29 (??/??/92)  891.134  (m)         2923.66   (f) ADJ UNCH    2 0
 FS0186
 FS0186.Superseded values are not recommended for survey control.
 FS0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0186.See file dsdata.txt to determine how the superseded data were derived.
 FS0186
 FS0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV614743(NAD 83)
 FS0186_MARKER: DB = BENCH MARK DISK
 FS0186_SETTING: 66 = SET IN ROCK OUTCROP
 FS0186_SP_SET: ROCK OUTCROP
 FS0186_STAMPING: H 146 1958
 FS0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0186+STABILITY: POSITION/ELEVATION WELL
 FS0186
 FS0186  HISTORY     - Date     Condition        Report By
 FS0186  HISTORY     - 1958     MONUMENTED       CGS
 FS0186
 FS0186                          STATION DESCRIPTION
 FS0186
 FS0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0186'2.4 MI SW FROM SLOAN.
 FS0186'2.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE SLOAN
 FS0186'SERVICE STATION AND CAFE, THENCE 0.05 MILE EAST CROSS COUNTRY,
 FS0186'AND ABOUT HALFWAY BETWEEN HIGHWAY AND A LINE OF TELEPHONE POLES,
 FS0186'SET IN A  DRILL HOLE IN A LARGE ROCK OUTCROP 7.4 X 13.7 FEET WITH
 FS0186'THE LETTERS U.S.B.M. PAINTED ON THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1269 ***********************************************************************
 KR1269  DESIGNATION -  H 147
 KR1269  PID         -  KR1269
 KR1269  STATE/COUNTY-  NV/WASHOE
 KR1269  USGS QUAD   -  VISTA (1982)
 KR1269
 KR1269                         *CURRENT SURVEY CONTROL
 KR1269  ___________________________________________________________________
 KR1269* NAD 83(1986)-  39 31 39.     (N)    119 42 35.     (W)     SCALED    
 KR1269* NAVD 88     -      1338.760  (meters)    4392.25   (feet)  ADJUSTED  
 KR1269  ___________________________________________________________________
 KR1269  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR1269  DYNAMIC HT  -        1337.567 (meters)    4388.33  (feet)  COMP
 KR1269  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 KR1269
 KR1269  VERT ORDER  -  SECOND    CLASS 0
 KR1269
 KR1269.The horizontal coordinates were scaled from a topographic map and have
 KR1269.an estimated accuracy of +/- 6 seconds.
 KR1269
 KR1269.The orthometric height was determined by differential leveling
 KR1269.and adjusted by the National Geodetic Survey in June 1991..
 KR1269
 KR1269.The geoid height was determined by GEOID03.
 KR1269
 KR1269.The dynamic height is computed by dividing the NAVD 88
 KR1269.geopotential number by the normal gravity value computed on the
 KR1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1269.degrees latitude (g = 980.6199 gals.).
 KR1269
 KR1269.The modeled gravity was interpolated from observed gravity values.
 KR1269
 KR1269;                    North         East    Units  Estimated Accuracy
 KR1269;SPC NV W     - 4,530,760.      703,160.      MT  (+/- 180 meters Scaled)
 KR1269
 KR1269                          SUPERSEDED SURVEY CONTROL
 KR1269
 KR1269  NGVD 29 (??/??/92) 1337.705  (m)         4388.79   (f) ADJ UNCH    2 0
 KR1269
 KR1269.Superseded values are not recommended for survey control.
 KR1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1269.See file dsdata.txt to determine how the superseded data were derived.
 KR1269
 KR1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD670788(NAD 83)
 KR1269_MARKER: DB = BENCH MARK DISK
 KR1269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1269_SP_SET: CULVERT
 KR1269_STAMPING: H 147 1958
 KR1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1269
 KR1269  HISTORY     - Date     Condition        Report By
 KR1269  HISTORY     - 1958     MONUMENTED       CGS
 KR1269
 KR1269                          STATION DESCRIPTION
 KR1269
 KR1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR1269'2.75 MI E FROM SPARKS.
 KR1269'2.75 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF 12 TH
 KR1269'STREET AND U.S. HIGHWAY 40 AT SPARKS, 31.5 FEET NORTH OF THE
 KR1269'CENTERLINE OF THE WEST BOUND TRAFFIC LANE, SET IN A DRILL HOLE IN THE
 KR1269'EAST CORNER OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE
 KR1269'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1270 ***********************************************************************
 KR1270  DESIGNATION -  H 147 RESET
 KR1270  PID         -  KR1270
 KR1270  STATE/COUNTY-  NV/WASHOE
 KR1270  USGS QUAD   -  VISTA (1982)
 KR1270
 KR1270                         *CURRENT SURVEY CONTROL
 KR1270  ___________________________________________________________________
 KR1270* NAD 83(1986)-  39 31 39.     (N)    119 42 35.     (W)     SCALED    
 KR1270* NAVD 88     -      1338.460  (meters)    4391.26   (feet)  ADJUSTED  
 KR1270  ___________________________________________________________________
 KR1270  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR1270  DYNAMIC HT  -        1337.267 (meters)    4387.35  (feet)  COMP
 KR1270  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 KR1270
 KR1270  VERT ORDER  -  FIRST     CLASS I
 KR1270
 KR1270.The horizontal coordinates were scaled from a topographic map and have
 KR1270.an estimated accuracy of +/- 6 seconds.
 KR1270
 KR1270.The orthometric height was determined by differential leveling
 KR1270.and adjusted by the National Geodetic Survey in June 1991..
 KR1270
 KR1270.The geoid height was determined by GEOID03.
 KR1270
 KR1270.The dynamic height is computed by dividing the NAVD 88
 KR1270.geopotential number by the normal gravity value computed on the
 KR1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1270.degrees latitude (g = 980.6199 gals.).
 KR1270
 KR1270.The modeled gravity was interpolated from observed gravity values.
 KR1270
 KR1270;                    North         East    Units  Estimated Accuracy
 KR1270;SPC NV W     - 4,530,760.      703,160.      MT  (+/- 180 meters Scaled)
 KR1270
 KR1270                          SUPERSEDED SURVEY CONTROL
 KR1270
 KR1270  NGVD 29 (??/??/92) 1337.41   (m)         4387.8    (f) COMPUTED    1 1
 KR1270
 KR1270.Superseded values are not recommended for survey control.
 KR1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1270.See file dsdata.txt to determine how the superseded data were derived.
 KR1270
 KR1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD670788(NAD 83)
 KR1270_MARKER: DB = BENCH MARK DISK
 KR1270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1270_SP_SET: CULVERT
 KR1270_STAMPING: H 147 RESET 1964
 KR1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1270
 KR1270  HISTORY     - Date     Condition        Report By
 KR1270  HISTORY     - 1964     MONUMENTED       CGS
 KR1270  HISTORY     - 1969     GOOD             NGS
 KR1270
 KR1270                          STATION DESCRIPTION
 KR1270
 KR1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1270'1.65 MI E FROM SPARKS.
 KR1270'1.65 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1270'MCCARRAN BOULEVARD OVERPASS AT SPARKS, 0.5 MILE WEST OF VISTA
 KR1270'OVERPASS, 0.4 MILE EAST OF AN OVERHEAD SIGNAL, ABOUT 200 FEET NORTH
 KR1270'AND ACROSS INTERSTATE HIGHWAY 80 FROM BENCH MARK K 374, IN THE TOP AND
 KR1270'1.6 FEET WEST OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF
 KR1270'DOUBLE CONCRETE BOX CULVERTS UNDER THE FRONTAGE ROAD, 100 FEET NORTH
 KR1270'OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, 22 1/2 FEET
 KR1270'NORTH OF THE CENTER LINE OF THE NORTH FRONTAGE ROAD, 50 FEET NORTH OF
 KR1270'THE NORTH HIGHWAY RIGHT-OF-WAY FENCE, 60 FEET NORTHEAST OF A POWER
 KR1270'POLE BEARING A TRANSFORMER, AND ABOUT 4 FEET LOWER THAN THE ROAD. SEC
 KR1270'11, T 19N, R 20E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0879 ***********************************************************************
 FS0879  DESIGNATION -  H 148
 FS0879  PID         -  FS0879
 FS0879  STATE/COUNTY-  NV/CLARK
 FS0879  USGS QUAD   -  HOPPS WELL (1984)
 FS0879
 FS0879                         *CURRENT SURVEY CONTROL
 FS0879  ___________________________________________________________________
 FS0879* NAD 83(1986)-  35 29 10.     (N)    115 00 32.     (W)     SCALED    
 FS0879* NAVD 88     -      1143.527  (meters)    3751.72   (feet)  POSTED    
 FS0879  ___________________________________________________________________
 FS0879  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FS0879  DYNAMIC HT  -        1142.180 (meters)    3747.30  (feet)  COMP
 FS0879  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 FS0879
 FS0879  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0879
 FS0879.The horizontal coordinates were scaled from a topographic map and have
 FS0879.an estimated accuracy of +/- 6 seconds.
 FS0879
 FS0879.The orthometric height was determined by differential leveling
 FS0879.and adjusted by the National Geodetic Survey in 1992..
 FS0879.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0879.rate of 0.0 thru 1.0 mm/km.
 FS0879
 FS0879.The geoid height was determined by GEOID03.
 FS0879
 FS0879.The dynamic height is computed by dividing the NAVD 88
 FS0879.geopotential number by the normal gravity value computed on the
 FS0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0879.degrees latitude (g = 980.6199 gals.).
 FS0879
 FS0879.The modeled gravity was interpolated from observed gravity values.
 FS0879
 FS0879;                    North         East    Units  Estimated Accuracy
 FS0879;SPC NV E     - 8,081,810.      252,120.      MT  (+/- 180 meters Scaled)
 FS0879
 FS0879                          SUPERSEDED SURVEY CONTROL
 FS0879
 FS0879  NGVD 29 (??/??/92) 1142.67   (m)         3748.9    (f) COMPUTED    1 2
 FS0879
 FS0879.Superseded values are not recommended for survey control.
 FS0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0879.See file dsdata.txt to determine how the superseded data were derived.
 FS0879
 FS0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV806287(NAD 83)
 FS0879_MARKER: DB = BENCH MARK DISK
 FS0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0879_STAMPING: H 148 1935
 FS0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0879+STABILITY: SURFACE MOTION
 FS0879
 FS0879  HISTORY     - Date     Condition        Report By
 FS0879  HISTORY     - 1935     MONUMENTED       CGS
 FS0879  HISTORY     - 1949     GOOD             NGS
 FS0879
 FS0879                          STATION DESCRIPTION
 FS0879
 FS0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0879'5.3 MI W FROM SEARCHLIGHT.
 FS0879'0.2 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 FS0879'SEARCHLIGHT, THENCE 5.1 MILES WEST ALONG STATE HIGHWAY 68, ABOUT
 FS0879'100 YARDS WEST OF A POINT WHERE THE HIGHWAY CROSSES A SMALL
 FS0879'WASH, ON THE NORTH SLOPE OF A SMALL RIDGE, 50 FEET SOUTH OF THE
 FS0879'CENTER LINE OF THE HIGHWAY, 3.0 FEET NORTH OF A WITNESS POST,
 FS0879'ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 FS0879'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0142 ***********************************************************************
 FS0142  DESIGNATION -  H 149
 FS0142  PID         -  FS0142
 FS0142  STATE/COUNTY-  NV/CLARK
 FS0142  USGS QUAD   -  NELSON SW (1984)
 FS0142
 FS0142                         *CURRENT SURVEY CONTROL
 FS0142  ___________________________________________________________________
 FS0142* NAD 83(1986)-  35 36 45.     (N)    114 54 53.     (W)     SCALED    
 FS0142* NAVD 88     -       936.673  (meters)    3073.07   (feet)  POSTED    
 FS0142  ___________________________________________________________________
 FS0142  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FS0142  DYNAMIC HT  -         935.620 (meters)    3069.61  (feet)  COMP
 FS0142  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 FS0142
 FS0142  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0142
 FS0142.The horizontal coordinates were scaled from a topographic map and have
 FS0142.an estimated accuracy of +/- 6 seconds.
 FS0142
 FS0142.The orthometric height was determined by differential leveling
 FS0142.and adjusted by the National Geodetic Survey in 1992..
 FS0142.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0142.rate of 0.0 thru 1.0 mm/km.
 FS0142
 FS0142.The geoid height was determined by GEOID03.
 FS0142
 FS0142.The dynamic height is computed by dividing the NAVD 88
 FS0142.geopotential number by the normal gravity value computed on the
 FS0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0142.degrees latitude (g = 980.6199 gals.).
 FS0142
 FS0142.The modeled gravity was interpolated from observed gravity values.
 FS0142
 FS0142;                    North         East    Units  Estimated Accuracy
 FS0142;SPC NV E     - 8,095,890.      260,570.      MT  (+/- 180 meters Scaled)
 FS0142
 FS0142                          SUPERSEDED SURVEY CONTROL
 FS0142
 FS0142  NGVD 29 (??/??/92)  935.868  (m)         3070.43   (f) ADJ UNCH    1 1
 FS0142
 FS0142.Superseded values are not recommended for survey control.
 FS0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0142.See file dsdata.txt to determine how the superseded data were derived.
 FS0142
 FS0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV888429(NAD 83)
 FS0142_MARKER: DB = BENCH MARK DISK
 FS0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0142_STAMPING: H 149 1935
 FS0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0142+STABILITY: SURFACE MOTION
 FS0142
 FS0142  HISTORY     - Date     Condition        Report By
 FS0142  HISTORY     - 1935     MONUMENTED       CGS
 FS0142  HISTORY     - 1949     GOOD             NGS
 FS0142  HISTORY     - 1963     GOOD             NGS
 FS0142
 FS0142                          STATION DESCRIPTION
 FS0142
 FS0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0142'11.3 MI N FROM SEARCHLIGHT.
 FS0142'11.3 MILES NORTH ALONG OLD STATE HIGHWAY 5 FROM THE POST OFFICE AT
 FS0142'SEARCHLIGHT, 0.2 MILE SOUTH OF THE INTERSECTION OF A GRADED ROAD,
 FS0142'0.1 MILE SOUTHEAST OF A POINT WHERE A POWER LINE CROSSES THE
 FS0142'HIGHWAY, 51 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0142'2.6 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 FS0142'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 FS0142'ABOVE THE GROUND.
 FS0142
 FS0142                          STATION RECOVERY (1963)
 FS0142
 FS0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0396 ***********************************************************************
 MT0396  DESIGNATION -  H 15
 MT0396  PID         -  MT0396
 MT0396  STATE/COUNTY-  NV/ELKO
 MT0396  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0396
 MT0396                         *CURRENT SURVEY CONTROL
 MT0396  ___________________________________________________________________
 MT0396* NAD 83(1986)-  41 58 39.     (N)    115 29 44.     (W)     SCALED    
 MT0396* NAVD 88     -      1927.171  (meters)    6322.73   (feet)  ADJUSTED  
 MT0396  ___________________________________________________________________
 MT0396  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 MT0396  DYNAMIC HT  -        1925.682 (meters)    6317.84  (feet)  COMP
 MT0396  MODELED GRAV-     979,780.4   (mgal)                       NAVD 88
 MT0396
 MT0396  VERT ORDER  -  SECOND    CLASS 0
 MT0396
 MT0396.The horizontal coordinates were scaled from a topographic map and have
 MT0396.an estimated accuracy of +/- 6 seconds.
 MT0396
 MT0396.The orthometric height was determined by differential leveling
 MT0396.and adjusted by the National Geodetic Survey in June 1991..
 MT0396
 MT0396.The geoid height was determined by GEOID03.
 MT0396
 MT0396.The dynamic height is computed by dividing the NAVD 88
 MT0396.geopotential number by the normal gravity value computed on the
 MT0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0396.degrees latitude (g = 980.6199 gals.).
 MT0396
 MT0396.The modeled gravity was interpolated from observed gravity values.
 MT0396
 MT0396;                    North         East    Units  Estimated Accuracy
 MT0396;SPC NV E     - 8,802,200.      207,270.      MT  (+/- 180 meters Scaled)
 MT0396
 MT0396                          SUPERSEDED SURVEY CONTROL
 MT0396
 MT0396  NGVD 29 (??/??/92) 1925.963  (m)         6318.76   (f) ADJ UNCH    2 0
 MT0396
 MT0396.Superseded values are not recommended for survey control.
 MT0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0396.See file dsdata.txt to determine how the superseded data were derived.
 MT0396
 MT0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG246483(NAD 83)
 MT0396_MARKER: DD = SURVEY DISK
 MT0396_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MT0396_STAMPING: H 15 1935
 MT0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0396
 MT0396  HISTORY     - Date     Condition        Report By
 MT0396  HISTORY     - 1935     MONUMENTED       USGS
 MT0396  HISTORY     - 1951     GOOD             NGS
 MT0396
 MT0396                          STATION DESCRIPTION
 MT0396
 MT0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0396'17.4 MI NW FROM JARBIDGE.
 MT0396'FROM THE SCHOOL HOUSE IN JARBRIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0396'FOLLOWING THE JARBRIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0396'THENCE 7.2 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0396'CREEK RANGER STATION, IN THE TOP OF A ROCK, AT THE SUMMIT OF A GRADE,
 MT0396'101 1/2 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A
 MT0396'NORTHEAST AND SOUTHWEST TRACK ROAD, 37 FEET NORTHWEST OF THE CENTER
 MT0396'LINE OF A TRACK ROAD LEADING SOUTHWEST ALONG THE TOP OF THE RIDGE, 2.6
 MT0396'FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE
 MT0396'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0242 ***********************************************************************
 FS0242  DESIGNATION -  H 150
 FS0242  PID         -  FS0242
 FS0242  STATE/COUNTY-  NV/CLARK
 FS0242  USGS QUAD   -  ROACH (1985)
 FS0242
 FS0242                         *CURRENT SURVEY CONTROL
 FS0242  ___________________________________________________________________
 FS0242* NAD 83(1986)-  35 44 12.     (N)    115 20 09.     (W)     SCALED    
 FS0242* NAVD 88     -       836.757  (meters)    2745.26   (feet)  POSTED    
 FS0242  ___________________________________________________________________
 FS0242  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS0242  DYNAMIC HT  -         835.840 (meters)    2742.25  (feet)  COMP
 FS0242  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 FS0242
 FS0242  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0242
 FS0242.The horizontal coordinates were scaled from a topographic map and have
 FS0242.an estimated accuracy of +/- 6 seconds.
 FS0242
 FS0242.The orthometric height was determined by differential leveling
 FS0242.and adjusted by the National Geodetic Survey in 1992..
 FS0242.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0242.rate of 1.1 thru 2.0 mm/km.
 FS0242
 FS0242.The geoid height was determined by GEOID03.
 FS0242
 FS0242.The dynamic height is computed by dividing the NAVD 88
 FS0242.geopotential number by the normal gravity value computed on the
 FS0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0242.degrees latitude (g = 980.6199 gals.).
 FS0242
 FS0242.The modeled gravity was interpolated from observed gravity values.
 FS0242
 FS0242;                    North         East    Units  Estimated Accuracy
 FS0242;SPC NV E     - 8,109,480.      222,390.      MT  (+/- 180 meters Scaled)
 FS0242
 FS0242                          SUPERSEDED SURVEY CONTROL
 FS0242
 FS0242  NGVD 29 (??/??/92)  835.972  (m)         2742.68   (f) ADJ UNCH    1 2
 FS0242
 FS0242.Superseded values are not recommended for survey control.
 FS0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0242.See file dsdata.txt to determine how the superseded data were derived.
 FS0242
 FS0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV504560(NAD 83)
 FS0242_MARKER: DB = BENCH MARK DISK
 FS0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0242_STAMPING: H 150 1935
 FS0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0242+STABILITY: SURFACE MOTION
 FS0242
 FS0242  HISTORY     - Date     Condition        Report By
 FS0242  HISTORY     - 1935     MONUMENTED       CGS
 FS0242  HISTORY     - 1949     GOOD             NGS
 FS0242  HISTORY     - 1955     GOOD             NGS
 FS0242
 FS0242                          STATION DESCRIPTION
 FS0242
 FS0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0242'3 MI S FROM JEAN.
 FS0242'3.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0242'AT JEAN, 5 1/4 RAILS SOUTH OF SIGNAL 298.2, 13 FEET NORTH OF THE
 FS0242'5TH POLE NORTH OF MILE POLE 298, 76.0 FEET WEST OF THE WEST RAIL,
 FS0242'18.5 FEET EAST OF THE CENTER LINE OF A DIM TRACK ROAD, 2.8 FEET
 FS0242'SOUTH OF A WITNESS POST, ABOUT 9 FEET LOWER THAN THE TRACK, AND
 FS0242'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 FS0242'GROUND.
 FS0242
 FS0242                          STATION RECOVERY (1955)
 FS0242
 FS0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0475 ***********************************************************************
 HQ0475  DESIGNATION -  H 16
 HQ0475  PID         -  HQ0475
 HQ0475  STATE/COUNTY-  NV/NYE
 HQ0475  USGS QUAD   -  SPRINGDALE (1986)
 HQ0475
 HQ0475                         *CURRENT SURVEY CONTROL
 HQ0475  ___________________________________________________________________
 HQ0475* NAD 83(1986)-  37 04 16.     (N)    116 46 52.     (W)     SCALED    
 HQ0475* NAVD 88     -      1215.704  (meters)    3988.52   (feet)  ADJUSTED  
 HQ0475  ___________________________________________________________________
 HQ0475  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 HQ0475  DYNAMIC HT  -        1214.390 (meters)    3984.21  (feet)  COMP
 HQ0475  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 HQ0475
 HQ0475  VERT ORDER  -  FIRST     CLASS II
 HQ0475
 HQ0475.The horizontal coordinates were scaled from a topographic map and have
 HQ0475.an estimated accuracy of +/- 6 seconds.
 HQ0475
 HQ0475.The orthometric height was determined by differential leveling
 HQ0475.and adjusted by the National Geodetic Survey in June 1991..
 HQ0475
 HQ0475.The geoid height was determined by GEOID03.
 HQ0475
 HQ0475.The dynamic height is computed by dividing the NAVD 88
 HQ0475.geopotential number by the normal gravity value computed on the
 HQ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0475.degrees latitude (g = 980.6199 gals.).
 HQ0475
 HQ0475.The modeled gravity was interpolated from observed gravity values.
 HQ0475
 HQ0475;                    North         East    Units  Estimated Accuracy
 HQ0475;SPC NV C     - 6,257,530.      489,820.      MT  (+/- 180 meters Scaled)
 HQ0475
 HQ0475                          SUPERSEDED SURVEY CONTROL
 HQ0475
 HQ0475  NGVD 29 (05/01/91) 1214.739  (m)         3985.36   (f) ADJUSTED    1 2
 HQ0475
 HQ0475.Superseded values are not recommended for survey control.
 HQ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0475.See file dsdata.txt to determine how the superseded data were derived.
 HQ0475
 HQ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB194027(NAD 83)
 HQ0475_MARKER: DB = BENCH MARK DISK
 HQ0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0475_STAMPING: 3985.346
 HQ0475_MARK LOGO: CGS   
 HQ0475_PROJECTION: PROJECTING 12 CENTIMETERS
 HQ0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0475+STABILITY: SURFACE MOTION
 HQ0475
 HQ0475  HISTORY     - Date     Condition        Report By
 HQ0475  HISTORY     - UNK      MONUMENTED       NGS
 HQ0475  HISTORY     - 1952     GOOD             NGS
 HQ0475  HISTORY     - 1983     GOOD             NGS
 HQ0475
 HQ0475                          STATION DESCRIPTION
 HQ0475
 HQ0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0475'13.2 MI NW FROM BEATTY.
 HQ0475'13.15 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0475'AT BEATTY, ON TOP OF A SMALL ROCKY KNOLL, 233 FEET NORTHEAST
 HQ0475'OF THE CENTER LINE OF THE HIGHWAY, 120 FEET NORTH OF A TELEPHONE
 HQ0475'POLE, 44 FEET SOUTHWEST OF THE CENTER LINE OF AN ABANDONED
 HQ0475'RAILROAD GRADE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HQ0475'1.5 FEET ABOVE THE GROUND.
 HQ0475
 HQ0475                          STATION RECOVERY (1983)
 HQ0475
 HQ0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0475'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  21.5 KM
 HQ0475'(13.4 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 HQ0475'374 IN BEATTY, 0.3 KM (0.2 MI) NORTH OF MILEPOST 73, ON TOP OF A SMALL
 HQ0475'HILL ON THE WEST EDGE OF THE OLD ABANDON RAILROAD BED, 69.8 METERS
 HQ0475'(229 FT) EAST-NORTHEAST OF THE HIGHWAY CENTERLINE, 13.4 METERS (44 FT)
 HQ0475'WEST-SOUTHWEST OF THE CENTER OF THE OLD RAILROAD BED, 3.6 METERS
 HQ0475'(12 FT) NORTH OF A TELEPHONE POLE.
 HQ0475'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 HQ0475'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0388 ***********************************************************************
 LR0388  DESIGNATION -  H 16
 LR0388  PID         -  LR0388
 LR0388  STATE/COUNTY-  NV/PERSHING
 LR0388  USGS QUAD   -  CHERRY CREEK NE (1981)
 LR0388
 LR0388                         *CURRENT SURVEY CONTROL
 LR0388  ___________________________________________________________________
 LR0388* NAD 83(1986)-  40 37 36.     (N)    117 19 53.     (W)     SCALED    
 LR0388* NAVD 88     -      1511.024  (meters)    4957.42   (feet)  ADJUSTED  
 LR0388  ___________________________________________________________________
 LR0388  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 LR0388  DYNAMIC HT  -        1509.785 (meters)    4953.35  (feet)  COMP
 LR0388  MODELED GRAV-     979,751.7   (mgal)                       NAVD 88
 LR0388
 LR0388  VERT ORDER  -  SECOND    CLASS 0
 LR0388
 LR0388.The horizontal coordinates were scaled from a topographic map and have
 LR0388.an estimated accuracy of +/- 6 seconds.
 LR0388
 LR0388.The orthometric height was determined by differential leveling
 LR0388.and adjusted by the National Geodetic Survey in June 1991..
 LR0388
 LR0388.The geoid height was determined by GEOID03.
 LR0388
 LR0388.The dynamic height is computed by dividing the NAVD 88
 LR0388.geopotential number by the normal gravity value computed on the
 LR0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0388.degrees latitude (g = 980.6199 gals.).
 LR0388
 LR0388.The modeled gravity was interpolated from observed gravity values.
 LR0388
 LR0388;                    North         East    Units  Estimated Accuracy
 LR0388;SPC NV W     - 4,652,940.      905,920.      MT  (+/- 180 meters Scaled)
 LR0388
 LR0388                          SUPERSEDED SURVEY CONTROL
 LR0388
 LR0388  NGVD 29 (??/??/92) 1509.934  (m)         4953.84   (f) ADJ UNCH    2 0
 LR0388
 LR0388.Superseded values are not recommended for survey control.
 LR0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0388.See file dsdata.txt to determine how the superseded data were derived.
 LR0388
 LR0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME719973(NAD 83)
 LR0388_MARKER: DD = SURVEY DISK
 LR0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0388_STAMPING: H 16 4953 1940
 LR0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0388+STABILITY: SURFACE MOTION
 LR0388
 LR0388  HISTORY     - Date     Condition        Report By
 LR0388  HISTORY     - 1940     MONUMENTED       USGS
 LR0388  HISTORY     - 1958     GOOD             NGS
 LR0388
 LR0388                          STATION DESCRIPTION
 LR0388
 LR0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0388'5.9 MI E FROM SMELSER PASS.
 LR0388'5.0 MILES EAST ALONG A DIRT ROAD FROM SMELSER PASS, THENCE 0.9 MILE
 LR0388'SOUTH ALONG A DIRT ROAD, 19 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LR0388'67 YARDS SOUTH OF THE CENTER OF A DRY WASH, ABOUT 1/2 FOOT HIGHER THAN
 LR0388'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 LR0388'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0398 ***********************************************************************
 MT0398  DESIGNATION -  H 16
 MT0398  PID         -  MT0398
 MT0398  STATE/COUNTY-  NV/ELKO
 MT0398  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0398
 MT0398                         *CURRENT SURVEY CONTROL
 MT0398  ___________________________________________________________________
 MT0398* NAD 83(1986)-  41 57 40.     (N)    115 28 15.     (W)     SCALED    
 MT0398* NAVD 88     -      1942.270  (meters)    6372.26   (feet)  ADJUSTED  
 MT0398  ___________________________________________________________________
 MT0398  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 MT0398  DYNAMIC HT  -        1940.732 (meters)    6367.22  (feet)  COMP
 MT0398  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 MT0398
 MT0398  VERT ORDER  -  SECOND    CLASS 0
 MT0398
 MT0398.The horizontal coordinates were scaled from a topographic map and have
 MT0398.an estimated accuracy of +/- 6 seconds.
 MT0398
 MT0398.The orthometric height was determined by differential leveling
 MT0398.and adjusted by the National Geodetic Survey in June 1991..
 MT0398
 MT0398.The geoid height was determined by GEOID03.
 MT0398
 MT0398.The dynamic height is computed by dividing the NAVD 88
 MT0398.geopotential number by the normal gravity value computed on the
 MT0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0398.degrees latitude (g = 980.6199 gals.).
 MT0398
 MT0398.The modeled gravity was interpolated from observed gravity values.
 MT0398
 MT0398;                    North         East    Units  Estimated Accuracy
 MT0398;SPC NV E     - 8,800,390.      209,330.      MT  (+/- 180 meters Scaled)
 MT0398
 MT0398                          SUPERSEDED SURVEY CONTROL
 MT0398
 MT0398  NGVD 29 (??/??/92) 1941.026  (m)         6368.18   (f) ADJ UNCH    2 0
 MT0398
 MT0398.Superseded values are not recommended for survey control.
 MT0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0398.See file dsdata.txt to determine how the superseded data were derived.
 MT0398
 MT0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG267465(NAD 83)
 MT0398_MARKER: DD = SURVEY DISK
 MT0398_SETTING: 80 = SET IN A BOULDER
 MT0398_SP_SET: RED BOULDER
 MT0398_STAMPING: H 16 1935
 MT0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0398+STABILITY: SURFACE MOTION
 MT0398
 MT0398  HISTORY     - Date     Condition        Report By
 MT0398  HISTORY     - 1935     MONUMENTED       USGS
 MT0398  HISTORY     - 1951     GOOD             NGS
 MT0398
 MT0398                          STATION DESCRIPTION
 MT0398
 MT0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0398'15.3 MI NW FROM JARBIDGE.
 MT0398'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0398'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0398'THENCE 5.1 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0398'CREEK RANGER STATION, IN THE TOP OF A SMALL RED BOULDER, AT AN
 MT0398'ABANDONED LOG BUILDING, ABOUT 100 FEET SOUTHEAST OF THE SOUTHEAST
 MT0398'POINT OF A ROCK-POINTED RIDGE, 0.15 MILES NORTHEAST OF A STOCK CORRAL
 MT0398'NORTH OF THE ROAD, 39 FEET NORTHWEST AND ACROSS THE ROAD FROM A FENCE
 MT0398'LINE, 27 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 4.2 FEET SOUTH
 MT0398'OF A WITNESS POST, ABOUT 5 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0064 ***********************************************************************
 GR0064  DESIGNATION -  H 160
 GR0064  PID         -  GR0064
 GR0064  STATE/COUNTY-  NV/CLARK
 GR0064  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0064
 GR0064                         *CURRENT SURVEY CONTROL
 GR0064  ___________________________________________________________________
 GR0064* NAD 83(1986)-  36 45 48.     (N)    114 20 30.     (W)     SCALED    
 GR0064* NAVD 88     -       641.671  (meters)    2105.22   (feet)  ADJUSTED  
 GR0064  ___________________________________________________________________
 GR0064  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 GR0064  DYNAMIC HT  -         641.036 (meters)    2103.13  (feet)  COMP
 GR0064  MODELED GRAV-     979,622.4   (mgal)                       NAVD 88
 GR0064
 GR0064  VERT ORDER  -  FIRST     CLASS I
 GR0064
 GR0064.The horizontal coordinates were scaled from a topographic map and have
 GR0064.an estimated accuracy of +/- 6 seconds.
 GR0064
 GR0064.The orthometric height was determined by differential leveling
 GR0064.and adjusted by the National Geodetic Survey in June 1991..
 GR0064
 GR0064.The geoid height was determined by GEOID03.
 GR0064
 GR0064.The dynamic height is computed by dividing the NAVD 88
 GR0064.geopotential number by the normal gravity value computed on the
 GR0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0064.degrees latitude (g = 980.6199 gals.).
 GR0064
 GR0064.The modeled gravity was interpolated from observed gravity values.
 GR0064
 GR0064;                    North         East    Units  Estimated Accuracy
 GR0064;SPC NV E     - 8,224,090.      310,860.      MT  (+/- 180 meters Scaled)
 GR0064
 GR0064                          SUPERSEDED SURVEY CONTROL
 GR0064
 GR0064  NGVD 29 (??/??/92)  640.976  (m)         2102.94   (f) ADJ UNCH    1 1
 GR0064
 GR0064.Superseded values are not recommended for survey control.
 GR0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0064.See file dsdata.txt to determine how the superseded data were derived.
 GR0064
 GR0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA372719(NAD 83)
 GR0064_MARKER: DB = BENCH MARK DISK
 GR0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0064_SP_SET: CONCRETE BLOCK
 GR0064_STAMPING: H 160 1935
 GR0064_MARK LOGO: CGS   
 GR0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0064
 GR0064  HISTORY     - Date     Condition        Report By
 GR0064  HISTORY     - 1935     MONUMENTED       CGS
 GR0064  HISTORY     - 1957     GOOD             NGS
 GR0064  HISTORY     - 1982     GOOD             NGS
 GR0064
 GR0064                          STATION DESCRIPTION
 GR0064
 GR0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0064'17.75 MI W FROM MESQUITE.
 GR0064'17.75 MILE WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0064'MESQUITE, AND 0.15 MILE WEST OF V 138, FROM HERE MARK IS 473.6 FEET
 GR0064'SOUTH OF HIGHWAY 91, 54 FEET SOUTH OF THE CENTERLINE OF ABANDONED
 GR0064'HIGHWAY 91, AND 3 FOOT NORTH OF A TRIANGULAR CONCRETE POST PROJECTING
 GR0064'2 FEET.  IT IS A STANDARD DISK SET IN A 10 INCH SQUARE CONCRETE BLOCK
 GR0064'AND PROJECTS 10 INCHES.
 GR0064
 GR0064                          STATION RECOVERY (1982)
 GR0064
 GR0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0064'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0064'24.15 KM (15.1 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST
 GR0064'END OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 0.25 KM (0.15 MI)
 GR0064'NORTHEAST OF MILEPOST 106, 133.3 METERS (437.5 FT) SOUTHEAST OF THE
 GR0064'NORTH BOUND CENTERLINE, 76.2 METERS (250 FT) SOUTH OF THE FIRST POWER
 GR0064'POLE NORTHEAST OF A TRIPLE POLE STRUCTURE, 82.1 METERS (269.5 FT)
 GR0064'SOUTHEAST OF A TRIPLE 3 INCH STEEL PIPE BRACE IN THE RIGHT OF WAY
 GR0064'FENCE, 16.4 METERS (54 FT) SOUTH OF THE CENTER OF THE OLD ABANDON
 GR0064'HIGHWAY, 0.9 METER (3 FT) NORTH OF A 5 INCH TRIANGULAR SHAPED CONCRETE
 GR0064'POST.
 GR0064'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 GR0064'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0651 ***********************************************************************
 GR0651  DESIGNATION -  H 161
 GR0651  PID         -  GR0651
 GR0651  STATE/COUNTY-  NV/CLARK
 GR0651  USGS QUAD   -  DRY LAKE (1986)
 GR0651
 GR0651                         *CURRENT SURVEY CONTROL
 GR0651  ___________________________________________________________________
 GR0651* NAD 83(1986)-  36 29 19.     (N)    114 47 27.     (W)     SCALED    
 GR0651* NAVD 88     -       632.162  (meters)    2074.02   (feet)  ADJUSTED  
 GR0651  ___________________________________________________________________
 GR0651  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 GR0651  DYNAMIC HT  -         631.532 (meters)    2071.95  (feet)  COMP
 GR0651  MODELED GRAV-     979,616.2   (mgal)                       NAVD 88
 GR0651
 GR0651  VERT ORDER  -  FIRST     CLASS II
 GR0651
 GR0651.The horizontal coordinates were scaled from a topographic map and have
 GR0651.an estimated accuracy of +/- 6 seconds.
 GR0651
 GR0651.The orthometric height was determined by differential leveling
 GR0651.and adjusted by the National Geodetic Survey in June 1991..
 GR0651
 GR0651.The geoid height was determined by GEOID03.
 GR0651
 GR0651.The dynamic height is computed by dividing the NAVD 88
 GR0651.geopotential number by the normal gravity value computed on the
 GR0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0651.degrees latitude (g = 980.6199 gals.).
 GR0651
 GR0651.The modeled gravity was interpolated from observed gravity values.
 GR0651
 GR0651;                    North         East    Units  Estimated Accuracy
 GR0651;SPC NV E     - 8,193,180.      271,010.      MT  (+/- 180 meters Scaled)
 GR0651
 GR0651                          SUPERSEDED SURVEY CONTROL
 GR0651
 GR0651  NGVD 29 (??/??/92)  631.444  (m)         2071.66   (f) ADJ UNCH    1 2
 GR0651
 GR0651.Superseded values are not recommended for survey control.
 GR0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0651.See file dsdata.txt to determine how the superseded data were derived.
 GR0651
 GR0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA978404(NAD 83)
 GR0651_MARKER: DB = BENCH MARK DISK
 GR0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0651_SP_SET: CULVERT
 GR0651_STAMPING: H 161 1935
 GR0651_MARK LOGO: CGS   
 GR0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0651
 GR0651  HISTORY     - Date     Condition        Report By
 GR0651  HISTORY     - 1935     MONUMENTED       CGS
 GR0651  HISTORY     - 1957     GOOD             NGS
 GR0651  HISTORY     - 1963     GOOD             NGS
 GR0651  HISTORY     - 1983     GOOD             NGS
 GR0651
 GR0651                          STATION DESCRIPTION
 GR0651
 GR0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0651'16.4 MI SW FROM MOAPA.
 GR0651'16.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0651'AT MOAPA, IN T 17 S, R 64 E, NORTHWEST CORNER OF SECTION 1, 10 POLES
 GR0651'SOUTHWEST OF MILEPOLE 367, AT A TRIPLE 30 INCH CONCRETE PIPE CULVERT,
 GR0651'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD
 GR0651'WALL 10.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 2.5 FEET
 GR0651'LOWER THAN THE TRACK.
 GR0651
 GR0651                          STATION RECOVERY (1963)
 GR0651
 GR0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0651'RECOVERED IN GOOD CONDITION.
 GR0651
 GR0651                          STATION RECOVERY (1983)
 GR0651
 GR0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0651'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0651'27.0 KM (16.85 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST
 GR0651'END OF THE HIGHWAY BRIDGE OVER THE MUDDY RIVER IN GLENDALE, IN TOP OF
 GR0651'THE NORTHEAST END OF THE SOUTHEAST HEADWALL FOR A TRIPLE 24 INCH PIPE
 GR0651'CULVERT UNDER THE RAILROAD, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST 74,
 GR0651'114.9 METERS (377 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND
 GR0651'LANE, 3.2 METERS (10.5 FT) SOUTHEAST OF THE SOUTHEAST RAIL.
 GR0651'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0746 ***********************************************************************
 GR0746  DESIGNATION -  H 162
 GR0746  PID         -  GR0746
 GR0746  STATE/COUNTY-  NV/CLARK
 GR0746  USGS QUAD   -  FARRIER (1969)
 GR0746
 GR0746                         *CURRENT SURVEY CONTROL
 GR0746  ___________________________________________________________________
 GR0746* NAD 83(1986)-  36 48 08.     (N)    114 39 03.     (W)     SCALED    
 GR0746* NAVD 88     -       527.335  (meters)    1730.10   (feet)  ADJUSTED  
 GR0746  ___________________________________________________________________
 GR0746  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 GR0746  DYNAMIC HT  -         526.832 (meters)    1728.45  (feet)  COMP
 GR0746  MODELED GRAV-     979,662.5   (mgal)                       NAVD 88
 GR0746
 GR0746  VERT ORDER  -  FIRST     CLASS I
 GR0746
 GR0746.The horizontal coordinates were scaled from a topographic map and have
 GR0746.an estimated accuracy of +/- 6 seconds.
 GR0746
 GR0746.The orthometric height was determined by differential leveling
 GR0746.and adjusted by the National Geodetic Survey in June 1991..
 GR0746.WARNING-Repeat measurements at this control monument indicate possible
 GR0746.vertical movement.
 GR0746
 GR0746.The geoid height was determined by GEOID03.
 GR0746
 GR0746.The dynamic height is computed by dividing the NAVD 88
 GR0746.geopotential number by the normal gravity value computed on the
 GR0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0746.degrees latitude (g = 980.6199 gals.).
 GR0746
 GR0746.The modeled gravity was interpolated from observed gravity values.
 GR0746
 GR0746;                    North         East    Units  Estimated Accuracy
 GR0746;SPC NV E     - 8,228,090.      283,210.      MT  (+/- 180 meters Scaled)
 GR0746
 GR0746                          SUPERSEDED SURVEY CONTROL
 GR0746
 GR0746  NGVD 29 (??/??/92)  526.659  (m)         1727.88   (f) ADJ UNCH    1 1
 GR0746
 GR0746.Superseded values are not recommended for survey control.
 GR0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0746.See file dsdata.txt to determine how the superseded data were derived.
 GR0746
 GR0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA095755(NAD 83)
 GR0746_MARKER: DB = BENCH MARK DISK
 GR0746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0746_SP_SET: ABUTMENT
 GR0746_STAMPING: H 162 1935
 GR0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0746
 GR0746  HISTORY     - Date     Condition        Report By
 GR0746  HISTORY     - 1935     MONUMENTED       CGS
 GR0746  HISTORY     - 1949     GOOD             NGS
 GR0746  HISTORY     - 1963     GOOD             NGS
 GR0746
 GR0746                          STATION DESCRIPTION
 GR0746
 GR0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0746'9.6 MI N FROM MOAPA.
 GR0746'9.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0746'MOAPA, AT A STEEL GIRDER BRIDGE NO. 392.25, IN THE TOP OF THE EAST END
 GR0746'OF THE NORTH CONCRETE ABUTMENT, 6.1 FEET EAST OF THE EAST RAIL, AND 2
 GR0746'FEET LOWER THAN THE TRACK.
 GR0746
 GR0746                          STATION RECOVERY (1963)
 GR0746
 GR0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0272 ***********************************************************************
 GR0272  DESIGNATION -  H 163
 GR0272  PID         -  GR0272
 GR0272  STATE/COUNTY-  NV/CLARK
 GR0272  USGS QUAD   -  OVERTON BEACH (1983)
 GR0272
 GR0272                         *CURRENT SURVEY CONTROL
 GR0272  ___________________________________________________________________
 GR0272* NAD 83(1986)-  36 28 08.     (N)    114 17 28.     (W)     SCALED    
 GR0272* NAVD 88     -       452.948  (meters)    1486.05   (feet)  POSTED    
 GR0272  ___________________________________________________________________
 GR0272  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 GR0272  DYNAMIC HT  -         452.510 (meters)    1484.61  (feet)  COMP
 GR0272  MODELED GRAV-     979,642.0   (mgal)                       NAVD 88
 GR0272
 GR0272  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0272
 GR0272.The horizontal coordinates were scaled from a topographic map and have
 GR0272.an estimated accuracy of +/- 6 seconds.
 GR0272
 GR0272.The orthometric height was determined by differential leveling
 GR0272.and adjusted by the National Geodetic Survey in 1992..
 GR0272.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0272.rate of 1.1 thru 2.0 mm/km.
 GR0272
 GR0272.The geoid height was determined by GEOID03.
 GR0272
 GR0272.The dynamic height is computed by dividing the NAVD 88
 GR0272.geopotential number by the normal gravity value computed on the
 GR0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0272.degrees latitude (g = 980.6199 gals.).
 GR0272
 GR0272.The modeled gravity was interpolated from observed gravity values.
 GR0272
 GR0272;                    North         East    Units  Estimated Accuracy
 GR0272;SPC NV E     - 8,191,470.      315,810.      MT  (+/- 180 meters Scaled)
 GR0272
 GR0272                          SUPERSEDED SURVEY CONTROL
 GR0272
 GR0272  NGVD 29 (??/??/92)  452.285  (m)         1483.87   (f) ADJ UNCH    1 1
 GR0272
 GR0272.Superseded values are not recommended for survey control.
 GR0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0272.See file dsdata.txt to determine how the superseded data were derived.
 GR0272
 GR0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA427393(NAD 83)
 GR0272_MARKER: DB = BENCH MARK DISK
 GR0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0272_STAMPING: H 163 1935
 GR0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0272+STABILITY: SURFACE MOTION
 GR0272
 GR0272  HISTORY     - Date     Condition        Report By
 GR0272  HISTORY     - 1935     MONUMENTED       CGS
 GR0272  HISTORY     - 1950     GOOD             NGS
 GR0272
 GR0272                          STATION DESCRIPTION
 GR0272
 GR0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0272'37.9 MI S FROM RIVERSIDE.
 GR0272'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0272'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0272'THENCE 10.8 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GR0272'FERRY ROAD, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.3 FEET
 GR0272'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 GR0272'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0010 ***********************************************************************
 GR0010  DESIGNATION -  H 164
 GR0010  PID         -  GR0010
 GR0010  STATE/COUNTY-  NV/CLARK
 GR0010  USGS QUAD   -  OVERTON (1983)
 GR0010
 GR0010                         *CURRENT SURVEY CONTROL
 GR0010  ___________________________________________________________________
 GR0010* NAD 83(1986)-  36 32 07.     (N)    114 23 03.     (W)     SCALED    
 GR0010* NAVD 88     -       566.420  (meters)    1858.33   (feet)  POSTED    
 GR0010  ___________________________________________________________________
 GR0010  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 GR0010  DYNAMIC HT  -         565.860 (meters)    1856.49  (feet)  COMP
 GR0010  MODELED GRAV-     979,624.9   (mgal)                       NAVD 88
 GR0010
 GR0010  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0010
 GR0010.The horizontal coordinates were scaled from a topographic map and have
 GR0010.an estimated accuracy of +/- 6 seconds.
 GR0010
 GR0010.The orthometric height was determined by differential leveling
 GR0010.and adjusted by the National Geodetic Survey in 1992..
 GR0010.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0010.rate of 0.0 thru 1.0 mm/km.
 GR0010
 GR0010.The geoid height was determined by GEOID03.
 GR0010
 GR0010.The dynamic height is computed by dividing the NAVD 88
 GR0010.geopotential number by the normal gravity value computed on the
 GR0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0010.degrees latitude (g = 980.6199 gals.).
 GR0010
 GR0010.The modeled gravity was interpolated from observed gravity values.
 GR0010
 GR0010;                    North         East    Units  Estimated Accuracy
 GR0010;SPC NV E     - 8,198,730.      307,380.      MT  (+/- 180 meters Scaled)
 GR0010
 GR0010                          SUPERSEDED SURVEY CONTROL
 GR0010
 GR0010  NGVD 29 (??/??/92)  565.764  (m)         1856.18   (f) ADJ UNCH    1 1
 GR0010
 GR0010.Superseded values are not recommended for survey control.
 GR0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0010.See file dsdata.txt to determine how the superseded data were derived.
 GR0010
 GR0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA341465(NAD 83)
 GR0010_MARKER: DB = BENCH MARK DISK
 GR0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0010_STAMPING: H 164 1935
 GR0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0010+STABILITY: SURFACE MOTION
 GR0010
 GR0010  HISTORY     - Date     Condition        Report By
 GR0010  HISTORY     - 1935     MONUMENTED       CGS
 GR0010  HISTORY     - 1950     GOOD             NGS
 GR0010  HISTORY     - 1979     GOOD             USGS
 GR0010
 GR0010                          STATION DESCRIPTION
 GR0010
 GR0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0010'7.8 MI E FROM OVERTON.
 GR0010'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT OVERTON,
 GR0010'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3 MILES NORTH
 GR0010'ALONG A GRADED ROAD, THENCE 2.7 MILES NORTHEAST ALONG A TRACK ROAD,
 GR0010'THENCE 3.5 MILES SOUTHEAST ACROSS MORMON MESA, ABOUT 0.3 MILE
 GR0010'NORTHEAST OF THE WEST RIM, 3.2 FEET SOUTH OF A WITNESS POST, AND SET
 GR0010'IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 GR0010
 GR0010                          STATION RECOVERY (1979)
 GR0010
 GR0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0010'OVERTON POST OFFICE, 4 MI NORTH AND EAST ALONG ROAD TO MORMON MESA.
 GR0010'THENCE 4 MI SE ALONG TRACK RD ON MORMON MESA, CROSS COUNTRY .12 MI NE
 GR0010'OF TRACK RD, 3.2 FT SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GR0010'CONCRETE. STANDARD TABLET STAMPED H 164 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0697 ***********************************************************************
 GR0697  DESIGNATION -  H 166
 GR0697  PID         -  GR0697
 GR0697  STATE/COUNTY-  NV/CLARK
 GR0697  USGS QUAD   -  HENDERSON (1983)
 GR0697
 GR0697                         *CURRENT SURVEY CONTROL
 GR0697  ___________________________________________________________________
 GR0697* NAD 83(1986)-  36 00 40.     (N)    114 57 03.     (W)     SCALED    
 GR0697* NAVD 88     -       646.205  (meters)    2120.09   (feet)  ADJUSTED  
 GR0697  ___________________________________________________________________
 GR0697  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR0697  DYNAMIC HT  -         645.539 (meters)    2117.91  (feet)  COMP
 GR0697  MODELED GRAV-     979,582.1   (mgal)                       NAVD 88
 GR0697
 GR0697  VERT ORDER  -  FIRST     CLASS I
 GR0697
 GR0697.The horizontal coordinates were scaled from a topographic map and have
 GR0697.an estimated accuracy of +/- 6 seconds.
 GR0697
 GR0697.The orthometric height was determined by differential leveling
 GR0697.and adjusted by the National Geodetic Survey in June 1991..
 GR0697
 GR0697.The geoid height was determined by GEOID03.
 GR0697
 GR0697.The dynamic height is computed by dividing the NAVD 88
 GR0697.geopotential number by the normal gravity value computed on the
 GR0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0697.degrees latitude (g = 980.6199 gals.).
 GR0697
 GR0697.The modeled gravity was interpolated from observed gravity values.
 GR0697
 GR0697;                    North         East    Units  Estimated Accuracy
 GR0697;SPC NV E     - 8,140,090.      257,020.      MT  (+/- 180 meters Scaled)
 GR0697
 GR0697                          SUPERSEDED SURVEY CONTROL
 GR0697
 GR0697  NGVD 29 (??/??/92)  645.493  (m)         2117.76   (f) ADJ UNCH    1 1
 GR0697
 GR0697.Superseded values are not recommended for survey control.
 GR0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0697.See file dsdata.txt to determine how the superseded data were derived.
 GR0697
 GR0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV846871(NAD 83)
 GR0697_MARKER: DB = BENCH MARK DISK
 GR0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0697_STAMPING: H 166 1935
 GR0697_PROJECTION: PROJECTING 20 CENTIMETERS
 GR0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0697+STABILITY: SURFACE MOTION
 GR0697
 GR0697  HISTORY     - Date     Condition        Report By
 GR0697  HISTORY     - 1935     MONUMENTED       CGS
 GR0697  HISTORY     - 1963     GOOD             NGS
 GR0697  HISTORY     - 1980     GOOD             NGS
 GR0697
 GR0697                          STATION DESCRIPTION
 GR0697
 GR0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0697'2.8 MI SE FROM HENDERSON.
 GR0697'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE ROSE DE LIMA
 GR0697'HOSPITAL AT HENDERSON, 100.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GR0697'SOUTHWEST TRAFFIC LANES, 174 FEET EAST OF POWER POLE 30987 WITH TWO
 GR0697'GUY WIRES, 146 1/2 FEET SOUTH OF THE SOUTHEAST END OF THE SOUTHWEST
 GR0697'HEAD WALL OF A 36-INCH PIPE CULVERT, 2.5 FEET NORTHWEST OF A WITNESS
 GR0697'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 GR0697'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 GR0697
 GR0697                          STATION RECOVERY (1980)
 GR0697
 GR0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR0697'24.9 KILOMETERS (15.5 MILES) SOUTHEAST ALONG U. S. HIGHWAY 93 AND 95
 GR0697'FROM THE UNION PACIFIC RAILROAD STATION (UNION PLAZA HOTEL) IN LAS
 GR0697'VEGAS, 31.8 METERS (105 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 GR0697'SOUTHBOUND LANES OF THE HIGHWAY, 52.5 METERS (172 FEET) EAST OF
 GR0697'POWER POLE 30987NP WITH TWO GUY WIRES AND 43.0 METERS (141 FEET)
 GR0697'SOUTH OF THE SOUTHWEST END OF A 0.9-METER METAL PIPE CULVERT UNDER
 GR0697'THE SOUTHBOUND LANE.
 GR0697'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 GR0697'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0024 ***********************************************************************
 FS0024  DESIGNATION -  H 167
 FS0024  PID         -  FS0024
 FS0024  STATE/COUNTY-  NV/CLARK
 FS0024  USGS QUAD   -  BOULDER CITY (1983)
 FS0024
 FS0024                         *CURRENT SURVEY CONTROL
 FS0024  ___________________________________________________________________
 FS0024* NAD 83(1986)-  35 58 03.     (N)    114 52 19.     (W)     SCALED    
 FS0024* NAVD 88     -       732.237  (meters)    2402.35   (feet)  ADJUSTED  
 FS0024  ___________________________________________________________________
 FS0024  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 FS0024  DYNAMIC HT  -         731.471 (meters)    2399.83  (feet)  COMP
 FS0024  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 FS0024
 FS0024  VERT ORDER  -  FIRST     CLASS I
 FS0024
 FS0024.The horizontal coordinates were scaled from a topographic map and have
 FS0024.an estimated accuracy of +/- 6 seconds.
 FS0024
 FS0024.The orthometric height was determined by differential leveling
 FS0024.and adjusted by the National Geodetic Survey in June 1991..
 FS0024
 FS0024.The geoid height was determined by GEOID03.
 FS0024
 FS0024.The dynamic height is computed by dividing the NAVD 88
 FS0024.geopotential number by the normal gravity value computed on the
 FS0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0024.degrees latitude (g = 980.6199 gals.).
 FS0024
 FS0024.The modeled gravity was interpolated from observed gravity values.
 FS0024
 FS0024;                    North         East    Units  Estimated Accuracy
 FS0024;SPC NV E     - 8,135,300.      264,160.      MT  (+/- 180 meters Scaled)
 FS0024
 FS0024                          SUPERSEDED SURVEY CONTROL
 FS0024
 FS0024  NGVD 29 (??/??/92)  731.517  (m)         2399.99   (f) ADJ UNCH    1 1
 FS0024
 FS0024.Superseded values are not recommended for survey control.
 FS0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0024.See file dsdata.txt to determine how the superseded data were derived.
 FS0024
 FS0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV918824(NAD 83)
 FS0024_MARKER: DB = BENCH MARK DISK
 FS0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0024_STAMPING: H 167 1935
 FS0024_MARK LOGO: CGS   
 FS0024_PROJECTION: PROJECTING 19 CENTIMETERS
 FS0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0024+STABILITY: SURFACE MOTION
 FS0024
 FS0024  HISTORY     - Date     Condition        Report By
 FS0024  HISTORY     - 1935     MONUMENTED       CGS
 FS0024  HISTORY     - 1950     GOOD             NGS
 FS0024  HISTORY     - 1963     GOOD             NGS
 FS0024  HISTORY     - 1981     GOOD             NGS
 FS0024
 FS0024                          STATION DESCRIPTION
 FS0024
 FS0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0024'2.2 MI E FROM ALUNITE.
 FS0024'2.2 MILES EAST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 FS0024'U.S. HIGHWAY 95 AT ALUNITE, 2.5 MILES WEST OF BOULDER CITY,
 FS0024'0.15 MILE EAST OF A PAVED STRIP CONNECTING THE NORTH AND
 FS0024'SOUTH LANES, 289 FEET WEST OF THE WEST END OF THE NORTH HEAD
 FS0024'WALL OF A 3- BY 5-FOOT CONCRETE BOX CULVERT, BETWEEN THE NORTH
 FS0024'AND SOUTH LANES, 63.2 FEET SOUTH OF THE CENTER LINE OF THE NORTH
 FS0024'LANE, 41 1/2 FEET NORTH OF THE CENTER LINE OF THE SOUTH LANE,
 FS0024'3.5 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 FS0024'SOUTH LANE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 FS0024'FOOT ABOVE THE GROUND.
 FS0024
 FS0024                          STATION RECOVERY (1963)
 FS0024
 FS0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0024'RECOVERED IN GOOD CONDITION.
 FS0024
 FS0024                          STATION RECOVERY (1981)
 FS0024
 FS0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0024'4.0 KM (2.5 MI) WEST ALONG US HIGHWAY 93 FROM THE US BUREAU OF
 FS0024'RECLAMATION ADMINISTRATION BUILDING IN BOULDER CITY, 0.2 KM (0.15 MI)
 FS0024'WEST OF THE CROSSING OF A POWER LINE, 96.2 METERS (315.5 FT) SOUTHEAST
 FS0024'OF A HIGHWAY SIGN READING -95 SOUTH SEARCHLIGHT NEEDLES EXIT 1 MILE-,
 FS0024'88.4 METERS (290 FT) WEST OF THE WEST END OF THE NORTH HEADWALL OF A
 FS0024'BOX CULVERT UNDER THE EAST BOUND LANES, 19.2 METERS (63 FT) SOUTH OF
 FS0024'THE CENTERLINE OF THE WEST BOUND LANES, 12.7 METERS (41.6 FT) NORTH OF
 FS0024'THE CENTERLINE OF THE EAST BOUND LANES.
 FS0024'THE MARK IS 1.1 METERS  N FROM A WITNESS POST.
 FS0024'THE MARK IS 0.3 M ABOVE THE SOUTH LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0450 ***********************************************************************
 GR0450  DESIGNATION -  H 168
 GR0450  PID         -  GR0450
 GR0450  STATE/COUNTY-  NV/CLARK
 GR0450  USGS QUAD   -  GOVERNMENT WASH (1970)
 GR0450
 GR0450                         *CURRENT SURVEY CONTROL
 GR0450  ___________________________________________________________________
 GR0450* NAD 83(1986)-  36 12 43.     (N)    114 50 05.     (W)     SCALED    
 GR0450* NAVD 88     -       537.031  (meters)    1761.91   (feet)  POSTED    
 GR0450  ___________________________________________________________________
 GR0450  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 GR0450  DYNAMIC HT  -         536.500 (meters)    1760.17  (feet)  COMP
 GR0450  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 GR0450
 GR0450  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0450
 GR0450.The horizontal coordinates were scaled from a topographic map and have
 GR0450.an estimated accuracy of +/- 6 seconds.
 GR0450
 GR0450.The orthometric height was determined by differential leveling
 GR0450.and adjusted by the National Geodetic Survey in 1992..
 GR0450.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0450.rate of 0.0 thru 1.0 mm/km.
 GR0450
 GR0450.The geoid height was determined by GEOID03.
 GR0450
 GR0450.The dynamic height is computed by dividing the NAVD 88
 GR0450.geopotential number by the normal gravity value computed on the
 GR0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0450.degrees latitude (g = 980.6199 gals.).
 GR0450
 GR0450.The modeled gravity was interpolated from observed gravity values.
 GR0450
 GR0450;                    North         East    Units  Estimated Accuracy
 GR0450;SPC NV E     - 8,162,450.      267,310.      MT  (+/- 180 meters Scaled)
 GR0450
 GR0450                          SUPERSEDED SURVEY CONTROL
 GR0450
 GR0450  NGVD 29 (??/??/92)  536.358  (m)         1759.70   (f) ADJ UNCH    1 1
 GR0450
 GR0450.Superseded values are not recommended for survey control.
 GR0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0450.See file dsdata.txt to determine how the superseded data were derived.
 GR0450
 GR0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA946096(NAD 83)
 GR0450_MARKER: DB = BENCH MARK DISK
 GR0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0450_STAMPING: H 168 1935
 GR0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0450+STABILITY: SURFACE MOTION
 GR0450
 GR0450  HISTORY     - Date     Condition        Report By
 GR0450  HISTORY     - 1935     MONUMENTED       CGS
 GR0450  HISTORY     - 1963     GOOD             NGS
 GR0450
 GR0450                          STATION DESCRIPTION
 GR0450
 GR0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0450'13.3 MI S FROM APEX SIDING.
 GR0450'9.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM APEX SIDING, THENCE 3.7
 GR0450'MILES EAST ALONG A TRACK ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE
 GR0450'ROAD, 2.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 GR0450'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 GR0450'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0545 ***********************************************************************
 GR0545  DESIGNATION -  H 169
 GR0545  PID         -  GR0545
 GR0545  STATE/COUNTY-  NV/CLARK
 GR0545  USGS QUAD   -  HOOVER DAM (1997)
 GR0545
 GR0545                         *CURRENT SURVEY CONTROL
 GR0545  ___________________________________________________________________
 GR0545* NAD 83(1986)-  36 00 30.     (N)    114 44 45.     (W)     SCALED    
 GR0545* NAVD 88     -       281.938  (meters)     924.99   (feet)  POSTED    
 GR0545  ___________________________________________________________________
 GR0545  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR0545  DYNAMIC HT  -         281.660 (meters)     924.08  (feet)  COMP
 GR0545  MODELED GRAV-     979,637.3   (mgal)                       NAVD 88
 GR0545
 GR0545  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0545
 GR0545.The horizontal coordinates were scaled from a topographic map and have
 GR0545.an estimated accuracy of +/- 6 seconds.
 GR0545
 GR0545.The orthometric height was determined by differential leveling
 GR0545.and adjusted by the National Geodetic Survey in 1992..
 GR0545.No vertical observational check was made to the station.
 GR0545.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0545.was located on a no-check spur therefore a value was not computed.
 GR0545
 GR0545.The geoid height was determined by GEOID03.
 GR0545
 GR0545.The dynamic height is computed by dividing the NAVD 88
 GR0545.geopotential number by the normal gravity value computed on the
 GR0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0545.degrees latitude (g = 980.6199 gals.).
 GR0545
 GR0545.The modeled gravity was interpolated from observed gravity values.
 GR0545
 GR0545;                    North         East    Units  Estimated Accuracy
 GR0545;SPC NV E     - 8,139,920.      275,500.      MT  (+/- 180 meters Scaled)
 GR0545
 GR0545                          SUPERSEDED SURVEY CONTROL
 GR0545
 GR0545  NGVD 29 (??/??/92)  281.249  (m)          922.73   (f) ADJ UNCH    1 1
 GR0545
 GR0545.Superseded values are not recommended for survey control.
 GR0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0545.See file dsdata.txt to determine how the superseded data were derived.
 GR0545
 GR0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV031872(NAD 83)
 GR0545_MARKER: DB = BENCH MARK DISK
 GR0545_SETTING: 66 = SET IN ROCK OUTCROP
 GR0545_SP_SET: ROCK CUT
 GR0545_STAMPING: H 169 1935
 GR0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0545+STABILITY: POSITION/ELEVATION WELL
 GR0545
 GR0545  HISTORY     - Date     Condition        Report By
 GR0545  HISTORY     - 1935     MONUMENTED       CGS
 GR0545  HISTORY     - 1950     GOOD             NGS
 GR0545  HISTORY     - 1963     GOOD             NGS
 GR0545
 GR0545                          STATION DESCRIPTION
 GR0545
 GR0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0545'0.8 MI SW FROM HOOVER DAM.
 GR0545'0.8 MILE SOUTHWEST ALONG THE LOWER PORTAL ROAD FROM THE SOUTHWEST END
 GR0545'OF THE NEVADA RAMP AT THE BOTTOM OF HOOVER DAM, 365 FEET NORTHWEST OF
 GR0545'THE CENTER OF A WIRE GATE AT THE NORTH END OF AN ACCESS TUNNEL TO A
 GR0545'MUCK DUMP, 87.8 FEET SOUTH OF AND ACROSS THE ROAD FROM THE SOUTHEAST
 GR0545'END OF A ROCK RETAINING WALL, SET VERTICALLY IN THE FACE OF A ROCK
 GR0545'CUT, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 1/2
 GR0545'FEET HIGHER THAN THE ROAD.
 GR0545
 GR0545                          STATION RECOVERY (1963)
 GR0545
 GR0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0078 ***********************************************************************
 GS0078  DESIGNATION -  H 17
 GS0078  PID         -  GS0078
 GS0078  STATE/COUNTY-  NV/NYE
 GS0078  USGS QUAD   -  POINT OF ROCKS (1984)
 GS0078
 GS0078                         *CURRENT SURVEY CONTROL
 GS0078  ___________________________________________________________________
 GS0078* NAD 83(1986)-  36 33 53.     (N)    116 04 58.     (W)     SCALED    
 GS0078* NAVD 88     -       883.790  (meters)    2899.57   (feet)  POSTED    
 GS0078  ___________________________________________________________________
 GS0078  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 GS0078  DYNAMIC HT  -         882.880 (meters)    2896.58  (feet)  COMP
 GS0078  MODELED GRAV-     979,575.1   (mgal)                       NAVD 88
 GS0078
 GS0078  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GS0078
 GS0078.The horizontal coordinates were scaled from a topographic map and have
 GS0078.an estimated accuracy of +/- 6 seconds.
 GS0078
 GS0078.The orthometric height was determined by differential leveling
 GS0078.and adjusted by the National Geodetic Survey in 1992..
 GS0078.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GS0078.rate of 2.1 thru 3.0 mm/km.
 GS0078
 GS0078.The geoid height was determined by GEOID03.
 GS0078
 GS0078.The dynamic height is computed by dividing the NAVD 88
 GS0078.geopotential number by the normal gravity value computed on the
 GS0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0078.degrees latitude (g = 980.6199 gals.).
 GS0078
 GS0078.The modeled gravity was interpolated from observed gravity values.
 GS0078
 GS0078;                    North         East    Units  Estimated Accuracy
 GS0078;SPC NV C     - 6,201,490.      552,260.      MT  (+/- 180 meters Scaled)
 GS0078
 GS0078                          SUPERSEDED SURVEY CONTROL
 GS0078
 GS0078  NGVD 29 (??/??/??)  882.993  (m)         2896.95   (f) ADJUSTED    1 2
 GS0078
 GS0078.Superseded values are not recommended for survey control.
 GS0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0078.See file dsdata.txt to determine how the superseded data were derived.
 GS0078
 GS0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA820469(NAD 83)
 GS0078_MARKER: DB = BENCH MARK DISK
 GS0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0078_STAMPING: 2896.953
 GS0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0078+STABILITY: SURFACE MOTION
 GS0078
 GS0078  HISTORY     - Date     Condition        Report By
 GS0078  HISTORY     - UNK      MONUMENTED       CGS
 GS0078  HISTORY     - 1952     GOOD             DOD
 GS0078  HISTORY     - 1963     GOOD
 GS0078  HISTORY     - 1981     MARK NOT FOUND   USGS
 GS0078  HISTORY     - 1983     MARK NOT FOUND   NGS
 GS0078
 GS0078                          STATION DESCRIPTION
 GS0078
 GS0078'DESCRIBED BY US DEPARTMENT OF DEFENSE 1952
 GS0078'24.8 MI W FROM INDIAN SPRINGS.
 GS0078'24.8 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE CENTER OF INDIAN
 GS0078'SPRINGS, AT A ROCKY HILL, 80 FEET SOUTH-SOUTHEAST OF THE
 GS0078'CENTERLINE OF THE HIGHWAY, 145 FEET WEST-NORTHWEST OF THE TOP
 GS0078'OF A PROJECTING ROCKY POINT, AND 55 FEET NORTHWEST OF THE BASE
 GS0078'OF THE HILL.  A STANDARD DISK, STAMPED 2896.953 AND SET IN THE
 GS0078'TOP OF A CONCRETE POST PROJECTING 1.2 FEET ABOVE GROUND.
 GS0078
 GS0078                          STATION RECOVERY (1963)
 GS0078
 GS0078'RECOVERED 1963
 GS0078'RECOVERED IN GOOD CONDITION.
 GS0078
 GS0078                          STATION RECOVERY (1981)
 GS0078
 GS0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GS0078'MARK NOT FOUND.
 GS0078
 GS0078                          STATION RECOVERY (1983)
 GS0078
 GS0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0078'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0079 ***********************************************************************
 GS0079  DESIGNATION -  H 17 RESET
 GS0079  PID         -  GS0079
 GS0079  STATE/COUNTY-  NV/NYE
 GS0079  USGS QUAD   -  POINT OF ROCKS (1984)
 GS0079
 GS0079                         *CURRENT SURVEY CONTROL
 GS0079  ___________________________________________________________________
 GS0079* NAD 83(1986)-  36 33 58.     (N)    116 04 55.     (W)     SCALED    
 GS0079* NAVD 88     -       884.921  (meters)    2903.28   (feet)  ADJUSTED  
 GS0079  ___________________________________________________________________
 GS0079  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 GS0079  DYNAMIC HT  -         884.013 (meters)    2900.30  (feet)  COMP
 GS0079  MODELED GRAV-     979,576.1   (mgal)                       NAVD 88
 GS0079
 GS0079  VERT ORDER  -  FIRST     CLASS II
 GS0079
 GS0079.The horizontal coordinates were scaled from a topographic map and have
 GS0079.an estimated accuracy of +/- 6 seconds.
 GS0079
 GS0079.The orthometric height was determined by differential leveling
 GS0079.and adjusted by the National Geodetic Survey in June 1991..
 GS0079
 GS0079.The geoid height was determined by GEOID03.
 GS0079
 GS0079.The dynamic height is computed by dividing the NAVD 88
 GS0079.geopotential number by the normal gravity value computed on the
 GS0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0079.degrees latitude (g = 980.6199 gals.).
 GS0079
 GS0079.The modeled gravity was interpolated from observed gravity values.
 GS0079
 GS0079;                    North         East    Units  Estimated Accuracy
 GS0079;SPC NV C     - 6,201,640.      552,340.      MT  (+/- 180 meters Scaled)
 GS0079
 GS0079                          SUPERSEDED SURVEY CONTROL
 GS0079
 GS0079  NGVD 29 (05/01/91)  884.117  (m)         2900.64   (f) ADJUSTED    1 2
 GS0079
 GS0079.Superseded values are not recommended for survey control.
 GS0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0079.See file dsdata.txt to determine how the superseded data were derived.
 GS0079
 GS0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA821471(NAD 83)
 GS0079_MARKER: DB = BENCH MARK DISK
 GS0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0079_STAMPING: H 17 RESET 1962
 GS0079_MARK LOGO: CGS   
 GS0079_PROJECTION: FLUSH
 GS0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0079+STABILITY: SURFACE MOTION
 GS0079
 GS0079  HISTORY     - Date     Condition        Report By
 GS0079  HISTORY     - 1962     MONUMENTED       NVDH
 GS0079  HISTORY     - 1963     GOOD             NGS
 GS0079  HISTORY     - 1981     MARK NOT FOUND   USGS
 GS0079  HISTORY     - 1983     GOOD             NGS
 GS0079
 GS0079                          STATION DESCRIPTION
 GS0079
 GS0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GS0079'26.6 MI NW FROM INDIAN SPRINGS.
 GS0079'26.6 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM INDIAN SPRINGS,
 GS0079'CLARK COUNTY, 4.4 MILES EAST OF THE OLD TOWN OF AMARGOSA, 145
 GS0079'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AT STATION 400+35,
 GS0079'2.5 FEET EASTERLY FROM FOOT OF SOLID ROCK RIDGE, AND SET IN THE
 GS0079'TOP OF 12-INCH DIAMETER CONCRETE POST, AND 3 FEET WEST OF A
 GS0079'STEEL WITNESS POST.
 GS0079
 GS0079                          STATION RECOVERY (1981)
 GS0079
 GS0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GS0079'MARK NOT FOUND.
 GS0079
 GS0079                          STATION RECOVERY (1983)
 GS0079
 GS0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0079'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GS0079'30.3 KM (18.95 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 GS0079'HIGHWAY 373 IN LATHROP WELLS, 3.85 KM (2.45 MI) EAST OF THE JUNCTION
 GS0079'OF STATE HIGHWAY 160, 8.6 KM (5.35 MI) WEST OF THE JUNCTION OF THE
 GS0079'MERCURY HIGHWAY, 0.6 KM (0.4 MI) SOUTHWEST OF MILEPOST 11, 46.2 METERS
 GS0079'(151.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 14.6 METERS (48 FT)
 GS0079'NORTHWEST OF THE RIGHT OF WAY FENCE AT THE BASE OF A LARGE ROCKY
 GS0079'RIDGE.
 GS0079'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 GS0079'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0623 ***********************************************************************
 GR0623  DESIGNATION -  H 171
 GR0623  PID         -  GR0623
 GR0623  STATE/COUNTY-  NV/CLARK
 GR0623  USGS QUAD   -  APEX (1986)
 GR0623
 GR0623                         *CURRENT SURVEY CONTROL
 GR0623  ___________________________________________________________________
 GR0623* NAD 83(1986)-  36 19 17.     (N)    114 56 15.     (W)     SCALED    
 GR0623* NAVD 88     -       743.004  (meters)    2437.67   (feet)  ADJUSTED  
 GR0623  ___________________________________________________________________
 GR0623  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 GR0623  DYNAMIC HT  -         742.251 (meters)    2435.20  (feet)  COMP
 GR0623  MODELED GRAV-     979,595.7   (mgal)                       NAVD 88
 GR0623
 GR0623  VERT ORDER  -  FIRST     CLASS II
 GR0623
 GR0623.The horizontal coordinates were scaled from a topographic map and have
 GR0623.an estimated accuracy of +/- 6 seconds.
 GR0623
 GR0623.The orthometric height was determined by differential leveling
 GR0623.and adjusted by the National Geodetic Survey in June 1991..
 GR0623
 GR0623.The geoid height was determined by GEOID03.
 GR0623
 GR0623.The dynamic height is computed by dividing the NAVD 88
 GR0623.geopotential number by the normal gravity value computed on the
 GR0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0623.degrees latitude (g = 980.6199 gals.).
 GR0623
 GR0623.The modeled gravity was interpolated from observed gravity values.
 GR0623
 GR0623;                    North         East    Units  Estimated Accuracy
 GR0623;SPC NV E     - 8,174,520.      257,990.      MT  (+/- 180 meters Scaled)
 GR0623
 GR0623                          SUPERSEDED SURVEY CONTROL
 GR0623
 GR0623  NGVD 29 (??/??/92)  742.263  (m)         2435.24   (f) ADJ UNCH    1 2
 GR0623
 GR0623.Superseded values are not recommended for survey control.
 GR0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0623.See file dsdata.txt to determine how the superseded data were derived.
 GR0623
 GR0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA851215(NAD 83)
 GR0623_MARKER: DB = BENCH MARK DISK
 GR0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0623_SP_SET: CULVERT
 GR0623_STAMPING: H 171 1935
 GR0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0623
 GR0623  HISTORY     - Date     Condition        Report By
 GR0623  HISTORY     - 1935     MONUMENTED       CGS
 GR0623  HISTORY     - 1957     GOOD             NGS
 GR0623  HISTORY     - 1963     GOOD             NGS
 GR0623  HISTORY     - 1983     MARK NOT FOUND   NGS
 GR0623
 GR0623                          STATION DESCRIPTION
 GR0623
 GR0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0623'17.4 MI NE FROM LAS VEGAS.
 GR0623'17.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0623'AT LAS VEGAS, 36 YARDS NORTHWEST OF THE 6TH TELEPHONE POLE NORTH OF
 GR0623'MILEPOLE 351, AT A 36-INCH CAST IRON PIPE CULVERT NO. 351.18, IN THE
 GR0623'TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL, 29.5 FEET
 GR0623'NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 15 FEET LOWER THAN THE
 GR0623'TRACK.
 GR0623
 GR0623                          STATION RECOVERY (1963)
 GR0623
 GR0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0623'RECOVERED IN GOOD CONDITION.
 GR0623
 GR0623                          STATION RECOVERY (1983)
 GR0623
 GR0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0464 ***********************************************************************
 GR0464  DESIGNATION -  H 173
 GR0464  PID         -  GR0464
 GR0464  STATE/COUNTY-  NV/CLARK
 GR0464  USGS QUAD   -  CALLVILLE BAY (1983)
 GR0464
 GR0464                         *CURRENT SURVEY CONTROL
 GR0464  ___________________________________________________________________
 GR0464* NAD 83(1986)-  36 12 22.     (N)    114 42 45.     (W)     SCALED    
 GR0464* NAVD 88     -       604.857  (meters)    1984.43   (feet)  POSTED    
 GR0464  ___________________________________________________________________
 GR0464  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 GR0464  DYNAMIC HT  -         604.260 (meters)    1982.48  (feet)  COMP
 GR0464  MODELED GRAV-     979,625.9   (mgal)                       NAVD 88
 GR0464
 GR0464  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0464
 GR0464.The horizontal coordinates were scaled from a topographic map and have
 GR0464.an estimated accuracy of +/- 6 seconds.
 GR0464
 GR0464.The orthometric height was determined by differential leveling
 GR0464.and adjusted by the National Geodetic Survey in 1992..
 GR0464.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0464.rate of 2.1 thru 3.0 mm/km.
 GR0464
 GR0464.The geoid height was determined by GEOID03.
 GR0464
 GR0464.The dynamic height is computed by dividing the NAVD 88
 GR0464.geopotential number by the normal gravity value computed on the
 GR0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0464.degrees latitude (g = 980.6199 gals.).
 GR0464
 GR0464.The modeled gravity was interpolated from observed gravity values.
 GR0464
 GR0464;                    North         East    Units  Estimated Accuracy
 GR0464;SPC NV E     - 8,161,890.      278,310.      MT  (+/- 180 meters Scaled)
 GR0464
 GR0464                          SUPERSEDED SURVEY CONTROL
 GR0464
 GR0464  NGVD 29 (??/??/92)  604.179  (m)         1982.21   (f) ADJ UNCH    1 1
 GR0464
 GR0464.Superseded values are not recommended for survey control.
 GR0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0464.See file dsdata.txt to determine how the superseded data were derived.
 GR0464
 GR0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA056092(NAD 83)
 GR0464_MARKER: DB = BENCH MARK DISK
 GR0464_SETTING: 80 = SET IN A BOULDER
 GR0464_SP_SET: BOULDER
 GR0464_STAMPING: H 173 1935
 GR0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0464+STABILITY: SURFACE MOTION
 GR0464
 GR0464  HISTORY     - Date     Condition        Report By
 GR0464  HISTORY     - 1935     MONUMENTED       CGS
 GR0464  HISTORY     - 1950     GOOD             NGS
 GR0464  HISTORY     - 1963     GOOD             NGS
 GR0464  HISTORY     - 1979     GOOD             USGS
 GR0464
 GR0464                          STATION DESCRIPTION
 GR0464
 GR0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0464'14.2 MI NW FROM MOUTH OF BOULDER WASH.
 GR0464'14.2 MILES NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0464'WASH, 0.7 MILE SOUTHEAST OF THE JUNCTION OF AN EAST-WEST DIRT ROAD, IN
 GR0464'THE TOP OF A FLAT WHITE BOULDER, ABOUT 125 YARDS SOUTHEAST OF THE WEST
 GR0464'ONE OF TWO ROCKY PEAKS, 29 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 GR0464'ABOUT 6 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED
 GR0464'LETTERS BM.
 GR0464
 GR0464                          STATION RECOVERY (1963)
 GR0464
 GR0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0464'RECOVERED IN GOOD CONDITION.
 GR0464
 GR0464                          STATION RECOVERY (1979)
 GR0464
 GR0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0464'STATE ROUTE 167 (NORTH SHORE ROAD) AND WEST END WASH. 0.8 MI. NORTH
 GR0464'IN WEST END WASH. THENCE 1.0 MI. NE ALONGROAD. THENCE 0.5 MI. EAST
 GR0464'ALONG A JEEP TRAIL. IN THE TOP OF A FLAT WHITE BOULDER, ABOUT 125
 GR0464'YARDS SOUTHEAST OF THE WEST ONE OF TWO ROCKY PEACKS, 29 FEET NORTH OF
 GR0464'THE CENTER LINE OF THE ROAD, ABOUT 6 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0584 ***********************************************************************
 GR0584  DESIGNATION -  H 174
 GR0584  PID         -  GR0584
 GR0584  STATE/COUNTY-  NV/CLARK
 GR0584  USGS QUAD   -  HOOVER DAM (1997)
 GR0584
 GR0584                         *CURRENT SURVEY CONTROL
 GR0584  ___________________________________________________________________
 GR0584* NAD 83(1986)-  36 00 59.     (N)    114 44 15.     (W)     SCALED    
 GR0584* NAVD 88     -       376.389  (meters)    1234.87   (feet)  ADJUSTED  
 GR0584  ___________________________________________________________________
 GR0584  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0584  DYNAMIC HT  -         376.021 (meters)    1233.66  (feet)  COMP
 GR0584  MODELED GRAV-     979,643.2   (mgal)                       NAVD 88
 GR0584
 GR0584  VERT ORDER  -  FIRST     CLASS I
 GR0584
 GR0584.The horizontal coordinates were scaled from a topographic map and have
 GR0584.an estimated accuracy of +/- 6 seconds.
 GR0584
 GR0584.The orthometric height was determined by differential leveling
 GR0584.and adjusted by the National Geodetic Survey in June 1991..
 GR0584
 GR0584.The geoid height was determined by GEOID03.
 GR0584
 GR0584.The dynamic height is computed by dividing the NAVD 88
 GR0584.geopotential number by the normal gravity value computed on the
 GR0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0584.degrees latitude (g = 980.6199 gals.).
 GR0584
 GR0584.The modeled gravity was interpolated from observed gravity values.
 GR0584
 GR0584;                    North         East    Units  Estimated Accuracy
 GR0584;SPC NV E     - 8,140,820.      276,240.      MT  (+/- 180 meters Scaled)
 GR0584
 GR0584                          SUPERSEDED SURVEY CONTROL
 GR0584
 GR0584  NGVD 29 (??/??/92)  375.671  (m)         1232.51   (f) ADJ UNCH    1 1
 GR0584
 GR0584.Superseded values are not recommended for survey control.
 GR0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0584.See file dsdata.txt to determine how the superseded data were derived.
 GR0584
 GR0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV038881(NAD 83)
 GR0584_MARKER: DB = BENCH MARK DISK
 GR0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0584_SP_SET: SIDEWALK
 GR0584_STAMPING: H 174 1935
 GR0584_MARK LOGO: CGS   
 GR0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0584
 GR0584  HISTORY     - Date     Condition        Report By
 GR0584  HISTORY     - 1935     MONUMENTED       CGS
 GR0584  HISTORY     - 1950     GOOD             NGS
 GR0584  HISTORY     - 1963     GOOD             NGS
 GR0584  HISTORY     - 1981     GOOD             NGS
 GR0584  HISTORY     - 1990     GOOD             USPSQD
 GR0584  HISTORY     - 1990     GOOD             USPSQD
 GR0584  HISTORY     - 19961102 GOOD             USPSQD
 GR0584  HISTORY     - 20041204 GOOD             USPSQD
 GR0584  HISTORY     - 20060404 GOOD             USPSQD
 GR0584
 GR0584                          STATION DESCRIPTION
 GR0584
 GR0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0584'IN HOOVER DAM.
 GR0584'ON TOP OF HOOVER DAM, 32.9 FEET NORTHWEST OF THE CENTER, NEAR THE
 GR0584'CENTER OF THE NORTHEAST (UPSTREAM) SIDE OF BLOCK K, IN THE TOP OF THE
 GR0584'SOUTHWEST EDGE OF THE NORTHEAST SIDEWALK, AND 3.5 FEET SOUTHWEST OF
 GR0584'THE NORTHEAST CONCRETE GUARD RAIL.
 GR0584
 GR0584                          STATION RECOVERY (1963)
 GR0584
 GR0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0584'RECOVERED IN GOOD CONDITION.
 GR0584
 GR0584                          STATION RECOVERY (1981)
 GR0584
 GR0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0584'RECOVERED IN GOOD CONDITION.
 GR0584
 GR0584                          STATION RECOVERY (1990)
 GR0584
 GR0584'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0584'RECOVERED IN GOOD CONDITION.
 GR0584
 GR0584                          STATION RECOVERY (1990)
 GR0584
 GR0584'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0584'RECOVERED IN GOOD CONDITION.
 GR0584
 GR0584                          STATION RECOVERY (1996)
 GR0584
 GR0584'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0584'RECOVERED IN GOOD CONDITION.
 GR0584
 GR0584                          STATION RECOVERY (2004)
 GR0584
 GR0584'RECOVERY NOTE BY US POWER SQUADRON 2004
 GR0584'RECOVERED IN GOOD CONDITION.
 GR0584
 GR0584                          STATION RECOVERY (2006)
 GR0584
 GR0584'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 GR0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0343 ***********************************************************************
 GR0343  DESIGNATION -  H 175
 GR0343  PID         -  GR0343
 GR0343  STATE/COUNTY-  NV/CLARK
 GR0343  USGS QUAD   -  GARRETT BUTTE (1984)
 GR0343
 GR0343                         *CURRENT SURVEY CONTROL
 GR0343  ___________________________________________________________________
 GR0343* NAD 83(1986)-  36 14 17.     (N)    114 15 53.     (W)     SCALED    
 GR0343* NAVD 88     -       879.900  (meters)    2886.81   (feet)  POSTED    
 GR0343  ___________________________________________________________________
 GR0343  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 GR0343  DYNAMIC HT  -         878.990 (meters)    2883.82  (feet)  COMP
 GR0343  MODELED GRAV-     979,572.7   (mgal)                       NAVD 88
 GR0343
 GR0343  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0343
 GR0343.The horizontal coordinates were scaled from a topographic map and have
 GR0343.an estimated accuracy of +/- 6 seconds.
 GR0343
 GR0343.The orthometric height was determined by differential leveling
 GR0343.and adjusted by the National Geodetic Survey in 1992..
 GR0343.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0343.rate of 0.0 thru 1.0 mm/km.
 GR0343
 GR0343.The geoid height was determined by GEOID03.
 GR0343
 GR0343.The dynamic height is computed by dividing the NAVD 88
 GR0343.geopotential number by the normal gravity value computed on the
 GR0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0343.degrees latitude (g = 980.6199 gals.).
 GR0343
 GR0343.The modeled gravity was interpolated from observed gravity values.
 GR0343
 GR0343;                    North         East    Units  Estimated Accuracy
 GR0343;SPC NV E     - 8,165,890.      318,520.      MT  (+/- 180 meters Scaled)
 GR0343
 GR0343                          SUPERSEDED SURVEY CONTROL
 GR0343
 GR0343  NGVD 29 (??/??/92)  879.182  (m)         2884.45   (f) ADJ UNCH    1 1
 GR0343
 GR0343.Superseded values are not recommended for survey control.
 GR0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0343.See file dsdata.txt to determine how the superseded data were derived.
 GR0343
 GR0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA458138(NAD 83)
 GR0343_MARKER: DB = BENCH MARK DISK
 GR0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0343_STAMPING: H 175 1935
 GR0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0343+STABILITY: SURFACE MOTION
 GR0343
 GR0343  HISTORY     - Date     Condition        Report By
 GR0343  HISTORY     - 1935     MONUMENTED       CGS
 GR0343  HISTORY     - 1950     GOOD             NGS
 GR0343
 GR0343                          STATION DESCRIPTION
 GR0343
 GR0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0343'5.4 MI SW FROM GOLD BUTTE RANCHHOUSE.
 GR0343'5.4 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE GOLD BUTTE RANCHHOUSE,
 GR0343'0.7 MILE SOUTHWEST OF THE JUNCTION OF AN OLD ABANDONED ROAD, 0.1 MILE
 GR0343'SOUTHEAST OF A POINT WHERE THE ROAD CROSSES A DRY WASH, 108 FEET SOUTH
 GR0343'OF THE SOUTH BASE OF A BOULDER-COVERED HILL, 27 FEET NORTH OF THE
 GR0343'NORTH EDGE OF A DRY WASH, 25 FEET NORTHEAST OF THE CENTER LINE OF THE
 GR0343'ROAD, 3.1 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 GR0343'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 GR0343'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0312 ***********************************************************************
 GR0312  DESIGNATION -  H 176
 GR0312  PID         -  GR0312
 GR0312  STATE/COUNTY-  NV/CLARK
 GR0312  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0312
 GR0312                         *CURRENT SURVEY CONTROL
 GR0312  ___________________________________________________________________
 GR0312* NAD 83(1986)-  36 07 02.     (N)    114 10 28.     (W)     SCALED    
 GR0312* NAVD 88     -       573.845  (meters)    1882.69   (feet)  POSTED    
 GR0312  ___________________________________________________________________
 GR0312  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 GR0312  DYNAMIC HT  -         573.270 (meters)    1880.80  (feet)  COMP
 GR0312  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 GR0312
 GR0312  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0312
 GR0312.The horizontal coordinates were scaled from a topographic map and have
 GR0312.an estimated accuracy of +/- 6 seconds.
 GR0312
 GR0312.The orthometric height was determined by differential leveling
 GR0312.and adjusted by the National Geodetic Survey in 1992..
 GR0312.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0312.rate of 2.1 thru 3.0 mm/km.
 GR0312
 GR0312.The geoid height was determined by GEOID03.
 GR0312
 GR0312.The dynamic height is computed by dividing the NAVD 88
 GR0312.geopotential number by the normal gravity value computed on the
 GR0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0312.degrees latitude (g = 980.6199 gals.).
 GR0312
 GR0312.The modeled gravity was interpolated from observed gravity values.
 GR0312
 GR0312;                    North         East    Units  Estimated Accuracy
 GR0312;SPC NV E     - 8,152,600.      326,830.      MT  (+/- 180 meters Scaled)
 GR0312
 GR0312                          SUPERSEDED SURVEY CONTROL
 GR0312
 GR0312  NGVD 29 (??/??/92)  573.127  (m)         1880.33   (f) ADJ UNCH    1 1
 GR0312
 GR0312.Superseded values are not recommended for survey control.
 GR0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0312.See file dsdata.txt to determine how the superseded data were derived.
 GR0312
 GR0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA543006(NAD 83)
 GR0312_MARKER: DB = BENCH MARK DISK
 GR0312_SETTING: 80 = SET IN A BOULDER
 GR0312_SP_SET: BOULDER
 GR0312_STAMPING: H 176 1935
 GR0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0312+STABILITY: SURFACE MOTION
 GR0312
 GR0312  HISTORY     - Date     Condition        Report By
 GR0312  HISTORY     - 1935     MONUMENTED       CGS
 GR0312  HISTORY     - 1950     GOOD             NGS
 GR0312
 GR0312                          STATION DESCRIPTION
 GR0312
 GR0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0312'2.2 MI SE FROM LAKE SHORE MINE.
 GR0312'2.2 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, AT THE
 GR0312'JUNCTION OF A NORTH-SOUTH WASH AND A WASH ENTERING IT FROM THE
 GR0312'NORTHWEST, 85 YARDS SOUTHWEST OF THE APPROXIMATE CENTER OF THE MOUTH
 GR0312'OF THE WASH FROM THE NORTHWEST, 140 FEET SOUTH OF THE MOUTH OF A SMALL
 GR0312'CAVE IN A ROCK POINT BETWEEN THE TWO WASHES, IN THE TOP OF A GRAY
 GR0312'GRANITE BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE GROUND, 21 1/2 FEET
 GR0312'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET HIGHER THAN THE
 GR0312'ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0314 ***********************************************************************
 HQ0314  DESIGNATION -  H 179
 HQ0314  PID         -  HQ0314
 HQ0314  STATE/COUNTY-  NV/ESMERALDA
 HQ0314  USGS QUAD   -  LIDA WASH NW (1987)
 HQ0314
 HQ0314                         *CURRENT SURVEY CONTROL
 HQ0314  ___________________________________________________________________
 HQ0314* NAD 83(1986)-  37 44 51.     (N)    117 38 20.     (W)     SCALED    
 HQ0314* NAVD 88     -      1307.902  (meters)    4291.01   (feet)  ADJUSTED  
 HQ0314  ___________________________________________________________________
 HQ0314  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 HQ0314  DYNAMIC HT  -        1306.508 (meters)    4286.44  (feet)  COMP
 HQ0314  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 HQ0314
 HQ0314  VERT ORDER  -  SECOND    CLASS 0
 HQ0314
 HQ0314.The horizontal coordinates were scaled from a topographic map and have
 HQ0314.an estimated accuracy of +/- 6 seconds.
 HQ0314
 HQ0314.The orthometric height was determined by differential leveling
 HQ0314.and adjusted by the National Geodetic Survey in June 1991..
 HQ0314
 HQ0314.The geoid height was determined by GEOID03.
 HQ0314
 HQ0314.The dynamic height is computed by dividing the NAVD 88
 HQ0314.geopotential number by the normal gravity value computed on the
 HQ0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0314.degrees latitude (g = 980.6199 gals.).
 HQ0314
 HQ0314.The modeled gravity was interpolated from observed gravity values.
 HQ0314
 HQ0314;                    North         East    Units  Estimated Accuracy
 HQ0314;SPC NV W     - 4,333,000.      883,230.      MT  (+/- 180 meters Scaled)
 HQ0314
 HQ0314                          SUPERSEDED SURVEY CONTROL
 HQ0314
 HQ0314  NGVD 29 (??/??/92) 1306.839  (m)         4287.52   (f) ADJ UNCH    2 0
 HQ0314
 HQ0314.Superseded values are not recommended for survey control.
 HQ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0314.See file dsdata.txt to determine how the superseded data were derived.
 HQ0314
 HQ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB437779(NAD 83)
 HQ0314_MARKER: DB = BENCH MARK DISK
 HQ0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0314_STAMPING: H 179 1958
 HQ0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0314+STABILITY: SURFACE MOTION
 HQ0314
 HQ0314  HISTORY     - Date     Condition        Report By
 HQ0314  HISTORY     - 1958     MONUMENTED       CGS
 HQ0314
 HQ0314                          STATION DESCRIPTION
 HQ0314
 HQ0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0314'0.7 MI S FROM SILVER PEAK.
 HQ0314'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE SUBSTATION AT
 HQ0314'SILVER PEAK, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD, ON THE
 HQ0314'OUTSIDE OF A SLIGHT CURVE, 194 1/2 FEET SOUTH OF THE CENTER
 HQ0314'OF THE Y JUNCTION OF A DIRT ROAD LEADING SOUTHEAST TO LIDA, 34
 HQ0314'FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD TO LIDA, 31
 HQ0314'FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 2.3 FEET SOUTHEAST
 HQ0314'OF A WITNESS POST, LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 HQ0314'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE
 HQ0314'BM IS IN TACT BUT CEMENT BASE IS NOT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0322 ***********************************************************************
 HQ0322  DESIGNATION -  H 180
 HQ0322  PID         -  HQ0322
 HQ0322  STATE/COUNTY-  NV/ESMERALDA
 HQ0322  USGS QUAD   -  LIDA WASH NW (1987)
 HQ0322
 HQ0322                         *CURRENT SURVEY CONTROL
 HQ0322  ___________________________________________________________________
 HQ0322* NAD 83(1986)-  37 38 40.     (N)    117 41 01.     (W)     SCALED    
 HQ0322* NAVD 88     -      1355.928  (meters)    4448.57   (feet)  ADJUSTED  
 HQ0322  ___________________________________________________________________
 HQ0322  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 HQ0322  DYNAMIC HT  -        1354.442 (meters)    4443.70  (feet)  COMP
 HQ0322  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 HQ0322
 HQ0322  VERT ORDER  -  SECOND    CLASS 0
 HQ0322
 HQ0322.The horizontal coordinates were scaled from a topographic map and have
 HQ0322.an estimated accuracy of +/- 6 seconds.
 HQ0322
 HQ0322.The orthometric height was determined by differential leveling
 HQ0322.and adjusted by the National Geodetic Survey in June 1991..
 HQ0322
 HQ0322.The geoid height was determined by GEOID03.
 HQ0322
 HQ0322.The dynamic height is computed by dividing the NAVD 88
 HQ0322.geopotential number by the normal gravity value computed on the
 HQ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0322.degrees latitude (g = 980.6199 gals.).
 HQ0322
 HQ0322.The modeled gravity was interpolated from observed gravity values.
 HQ0322
 HQ0322;                    North         East    Units  Estimated Accuracy
 HQ0322;SPC NV W     - 4,321,520.      879,400.      MT  (+/- 180 meters Scaled)
 HQ0322
 HQ0322                          SUPERSEDED SURVEY CONTROL
 HQ0322
 HQ0322  NGVD 29 (??/??/92) 1354.843  (m)         4445.01   (f) ADJ UNCH    2 0
 HQ0322
 HQ0322.Superseded values are not recommended for survey control.
 HQ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0322.See file dsdata.txt to determine how the superseded data were derived.
 HQ0322
 HQ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB396665(NAD 83)
 HQ0322_MARKER: DB = BENCH MARK DISK
 HQ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0322_STAMPING: H 180 1958
 HQ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0322+STABILITY: SURFACE MOTION
 HQ0322
 HQ0322  HISTORY     - Date     Condition        Report By
 HQ0322  HISTORY     - 1958     MONUMENTED       CGS
 HQ0322  HISTORY     - 1985     GOOD             USGS
 HQ0322
 HQ0322                          STATION DESCRIPTION
 HQ0322
 HQ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0322'8.2 MI SW FROM SILVER PEAK.
 HQ0322'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE SUBSTATION AT
 HQ0322'SILVER PEAK, THENCE 7.7 MILES SOUTHWEST ALONG A DIRT ROAD, 85
 HQ0322'YARDS SOUTHWEST OF THE APPROXIMATE CENTER OF A CURVE, 42 FEET
 HQ0322'NORTH OF THE SOUTH END OF AN ALKALI FLAT AND THE NORTH END OF A
 HQ0322'GRAY ROCK STREWN AREA, 40 1/2 FEET SOUTHEAST OF THE CENTER
 HQ0322'LINE OF THE ROAD, 4.0 FEET NORTHWEST OF A WITNESS POST, LEVEL
 HQ0322'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HQ0322'0.4 FOOT ABOVE THE GROUND.
 HQ0322
 HQ0322                          STATION RECOVERY (1985)
 HQ0322
 HQ0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HQ0322'FROM THE SUBSTATION AT SILVER PEAK, GO SOUTHWEST ALONG STATE HWY. 265
 HQ0322'FOR FOR 0.5 MILES TO END HIGHWAY AT A THREE WAY INTERSECTION, TAKE
 HQ0322'LEFT FORK AND GO 0.35 MILES TO A 'Y' INTERSECTION, TAKE RIGHT FORK
 HQ0322'AND GO 7.45 MILES SOUTH TO BENCH MARK 40 1 /2 FEET WEST OF THE CENTER
 HQ0322'LINE OF THE ROAD, 4.0 FEET SOUTHWEST OF A WITNESS POST , LEVEL WITH
 HQ0322'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 HQ0322'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0222 ***********************************************************************
 HQ0222  DESIGNATION -  H 181
 HQ0222  PID         -  HQ0222
 HQ0222  STATE/COUNTY-  NV/ESMERALDA
 HQ0222  USGS QUAD   -  GOAT ISLAND (1987)
 HQ0222
 HQ0222                         *CURRENT SURVEY CONTROL
 HQ0222  ___________________________________________________________________
 HQ0222* NAD 83(1986)-  37 49 09.     (N)    117 35 10.     (W)     SCALED    
 HQ0222* NAVD 88     -      1316.541  (meters)    4319.35   (feet)  ADJUSTED  
 HQ0222  ___________________________________________________________________
 HQ0222  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 HQ0222  DYNAMIC HT  -        1315.147 (meters)    4314.78  (feet)  COMP
 HQ0222  MODELED GRAV-     979,525.7   (mgal)                       NAVD 88
 HQ0222
 HQ0222  VERT ORDER  -  SECOND    CLASS 0
 HQ0222
 HQ0222.The horizontal coordinates were scaled from a topographic map and have
 HQ0222.an estimated accuracy of +/- 6 seconds.
 HQ0222
 HQ0222.The orthometric height was determined by differential leveling
 HQ0222.and adjusted by the National Geodetic Survey in June 1991..
 HQ0222
 HQ0222.The geoid height was determined by GEOID03.
 HQ0222
 HQ0222.The dynamic height is computed by dividing the NAVD 88
 HQ0222.geopotential number by the normal gravity value computed on the
 HQ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0222.degrees latitude (g = 980.6199 gals.).
 HQ0222
 HQ0222.The modeled gravity was interpolated from observed gravity values.
 HQ0222
 HQ0222;                    North         East    Units  Estimated Accuracy
 HQ0222;SPC NV W     - 4,341,000.      887,800.      MT  (+/- 180 meters Scaled)
 HQ0222
 HQ0222                          SUPERSEDED SURVEY CONTROL
 HQ0222
 HQ0222  NGVD 29 (??/??/92) 1315.476  (m)         4315.86   (f) ADJ UNCH    2 0
 HQ0222
 HQ0222.Superseded values are not recommended for survey control.
 HQ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0222.See file dsdata.txt to determine how the superseded data were derived.
 HQ0222
 HQ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB484859(NAD 83)
 HQ0222_MARKER: DB = BENCH MARK DISK
 HQ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0222_STAMPING: H 181 1958
 HQ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0222+STABILITY: SURFACE MOTION
 HQ0222
 HQ0222  HISTORY     - Date     Condition        Report By
 HQ0222  HISTORY     - 1958     MONUMENTED       CGS
 HQ0222
 HQ0222                          STATION DESCRIPTION
 HQ0222
 HQ0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0222'5.6 MI NE FROM SILVER PEAK.
 HQ0222'2.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE SUBSTATION AT
 HQ0222'SILVER PEAK, THENCE 3.45 MILES NORTHEAST ALONG A DIRT ROAD, 200
 HQ0222'FEET NORTHEAST OF THE CENTER OF THE Y JUNCTION OF A DIRT ROAD
 HQ0222'LEADING NORTH-NORTHEAST TO WEEPAH, 40 FEET NORTHWEST OF THE
 HQ0222'CENTER LINE OF THE MAIN ROAD, 41 FEET SOUTHEAST OF THE CENTER
 HQ0222'LINE OF THE ROAD TO WEEPAH, 3.2 FEET SOUTHWEST OF A WITNESS
 HQ0222'POST, LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE
 HQ0222'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0035 ***********************************************************************
 LQ0035  DESIGNATION -  H 182
 LQ0035  PID         -  LQ0035
 LQ0035  STATE/COUNTY-  NV/ELKO
 LQ0035  USGS QUAD   -  OLA (1972)
 LQ0035
 LQ0035                         *CURRENT SURVEY CONTROL
 LQ0035  ___________________________________________________________________
 LQ0035* NAD 83(1986)-  40 44 36.     (N)    114 08 38.     (W)     SCALED    
 LQ0035* NAVD 88     -      1434.186  (meters)    4705.33   (feet)  ADJUSTED  
 LQ0035  ___________________________________________________________________
 LQ0035  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 LQ0035  DYNAMIC HT  -        1433.033 (meters)    4701.54  (feet)  COMP
 LQ0035  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 LQ0035
 LQ0035  VERT ORDER  -  SECOND    CLASS 0
 LQ0035
 LQ0035.The horizontal coordinates were scaled from a topographic map and have
 LQ0035.an estimated accuracy of +/- 6 seconds.
 LQ0035
 LQ0035.The orthometric height was determined by differential leveling
 LQ0035.and adjusted by the National Geodetic Survey in June 1991..
 LQ0035
 LQ0035.The geoid height was determined by GEOID03.
 LQ0035
 LQ0035.The dynamic height is computed by dividing the NAVD 88
 LQ0035.geopotential number by the normal gravity value computed on the
 LQ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0035.degrees latitude (g = 980.6199 gals.).
 LQ0035
 LQ0035.The modeled gravity was interpolated from observed gravity values.
 LQ0035
 LQ0035;                    North         East    Units  Estimated Accuracy
 LQ0035;SPC NV E     - 8,666,140.      321,570.      MT  (+/- 180 meters Scaled)
 LQ0035
 LQ0035                          SUPERSEDED SURVEY CONTROL
 LQ0035
 LQ0035  NGVD 29 (??/??/92) 1433.179  (m)         4702.02   (f) ADJ UNCH    2 0
 LQ0035
 LQ0035.Superseded values are not recommended for survey control.
 LQ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0035.See file dsdata.txt to determine how the superseded data were derived.
 LQ0035
 LQ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF411141(NAD 83)
 LQ0035_MARKER: DB = BENCH MARK DISK
 LQ0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0035_STAMPING: H 182 1958
 LQ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0035+STABILITY: SURFACE MOTION
 LQ0035
 LQ0035  HISTORY     - Date     Condition        Report By
 LQ0035  HISTORY     - 1958     MONUMENTED       CGS
 LQ0035
 LQ0035                          STATION DESCRIPTION
 LQ0035
 LQ0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0035'8.7 MI W FROM WENDOVER, UT.
 LQ0035'8.7 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE UTAH-NEVADA
 LQ0035'STATE LINE AT WENDOVER, 54.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 115
 LQ0035'FEET SOUTH AND ACROSS THE TRACK FROM TELEGRAPH POLE F 18, 99 1/2 FEET
 LQ0035'NORTHEAST AND ACROSS THE TRACK FROM MILEPOST 797, 19 FEET NORTHWEST OF
 LQ0035'THE CENTER LINE OF A TRACK ROAD, 2.6 FEET NORTHWEST OF A STEEL WITNESS
 LQ0035'POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 LQ0035'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0155 ***********************************************************************
 LQ0155  DESIGNATION -  H 183
 LQ0155  PID         -  LQ0155
 LQ0155  STATE/COUNTY-  NV/ELKO
 LQ0155  USGS QUAD   -  SPRING GULCH (1972)
 LQ0155
 LQ0155                         *CURRENT SURVEY CONTROL
 LQ0155  ___________________________________________________________________
 LQ0155* NAD 83(1986)-  40 32 02.     (N)    114 08 52.     (W)     SCALED    
 LQ0155* NAVD 88     -      1479.617  (meters)    4854.38   (feet)  ADJUSTED  
 LQ0155  ___________________________________________________________________
 LQ0155  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 LQ0155  DYNAMIC HT  -        1478.390 (meters)    4850.35  (feet)  COMP
 LQ0155  MODELED GRAV-     979,743.8   (mgal)                       NAVD 88
 LQ0155
 LQ0155  VERT ORDER  -  SECOND    CLASS 0
 LQ0155
 LQ0155.The horizontal coordinates were scaled from a topographic map and have
 LQ0155.an estimated accuracy of +/- 6 seconds.
 LQ0155
 LQ0155.The orthometric height was determined by differential leveling
 LQ0155.and adjusted by the National Geodetic Survey in June 1991..
 LQ0155
 LQ0155.The geoid height was determined by GEOID03.
 LQ0155
 LQ0155.The dynamic height is computed by dividing the NAVD 88
 LQ0155.geopotential number by the normal gravity value computed on the
 LQ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0155.degrees latitude (g = 980.6199 gals.).
 LQ0155
 LQ0155.The modeled gravity was interpolated from observed gravity values.
 LQ0155
 LQ0155;                    North         East    Units  Estimated Accuracy
 LQ0155;SPC NV E     - 8,642,880.      321,620.      MT  (+/- 180 meters Scaled)
 LQ0155
 LQ0155                          SUPERSEDED SURVEY CONTROL
 LQ0155
 LQ0155  NGVD 29 (??/??/92) 1478.578  (m)         4850.97   (f) ADJ UNCH    2 0
 LQ0155
 LQ0155.Superseded values are not recommended for survey control.
 LQ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0155.See file dsdata.txt to determine how the superseded data were derived.
 LQ0155
 LQ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE415909(NAD 83)
 LQ0155_MARKER: DB = BENCH MARK DISK
 LQ0155_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0155_SP_SET: GRANITE OUTCROP
 LQ0155_STAMPING: H 183 1958
 LQ0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0155+STABILITY: POSITION/ELEVATION WELL
 LQ0155
 LQ0155  HISTORY     - Date     Condition        Report By
 LQ0155  HISTORY     - 1958     MONUMENTED       CGS
 LQ0155
 LQ0155                          STATION DESCRIPTION
 LQ0155
 LQ0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0155'15.3 MI S FROM WENDOVER, UT.
 LQ0155'15.3 MILES SOUTH ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE JUNCTION OF
 LQ0155'U.S. HIGHWAY 40 AT WENDOVER, IN THE TOP OF A 3- BY 3 1/2-FOOT GRAY
 LQ0155'GRANITE OUTCROP WHICH PROJECTS 1/2 FOOT ABOVE THE GROUND, 38 FEET EAST
 LQ0155'OF THE CENTER LINE OF THE HIGHWAY, 51.1 FEET NORTH OF THE CENTER OF
 LQ0155'THE EAST END OF 24-INCH PIPE CULVERT C 96+80, AND ABOUT 3 1/2 FEET
 LQ0155'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0042 ***********************************************************************
 JQ0042  DESIGNATION -  H 184
 JQ0042  PID         -  JQ0042
 JQ0042  STATE/COUNTY-  NV/NYE
 JQ0042  USGS QUAD   -  WARM SPRINGS (1968)
 JQ0042
 JQ0042                         *CURRENT SURVEY CONTROL
 JQ0042  ___________________________________________________________________
 JQ0042* NAD 83(1994)-  38 11 35.92032(N)    116 20 00.72214(W)     ADJUSTED  
 JQ0042* NAVD 88     -      1613.390  (meters)    5293.26   (feet)  ADJUSTED  
 JQ0042  ___________________________________________________________________
 JQ0042  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 JQ0042  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 JQ0042  DYNAMIC HT  -        1611.611 (meters)    5287.43  (feet)  COMP
 JQ0042  MODELED GRAV-     979,470.4   (mgal)                       NAVD 88
 JQ0042
 JQ0042  HORZ ORDER  -  SECOND
 JQ0042  VERT ORDER  -  SECOND    CLASS 0
 JQ0042
 JQ0042.The horizontal coordinates were established by classical geodetic methods
 JQ0042.and adjusted by the National Geodetic Survey in June 1998..
 JQ0042
 JQ0042.The orthometric height was determined by differential leveling
 JQ0042.and adjusted by the National Geodetic Survey in June 1991..
 JQ0042
 JQ0042.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0042
 JQ0042.The geoid height was determined by GEOID03.
 JQ0042
 JQ0042.The dynamic height is computed by dividing the NAVD 88
 JQ0042.geopotential number by the normal gravity value computed on the
 JQ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0042.degrees latitude (g = 980.6199 gals.).
 JQ0042
 JQ0042.The modeled gravity was interpolated from observed gravity values.
 JQ0042
 JQ0042;                    North         East     Units Scale Factor Converg.
 JQ0042;SPC NV C     - 6,382,111.148   529,180.015   MT  0.99991048   +0 12 21.5
 JQ0042;SPC NV C     -20,938,642.99  1,736,151.43   sFT  0.99991048   +0 12 21.5
 JQ0042;SPC NV E     - 8,382,324.705   134,287.504   MT  0.99995316   -0 27 50.0
 JQ0042;SPC NV E     -27,501,010.30    440,574.92   sFT  0.99995316   -0 27 50.0
 JQ0042;UTM  11      - 4,227,473.530   558,360.320   MT  0.99964195   +0 24 43.6
 JQ0042
 JQ0042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0042!SPC NV C     -   0.99975073  x   0.99991048  =   0.99966123
 JQ0042!SPC NV E     -   0.99975073  x   0.99995316  =   0.99970390
 JQ0042!UTM  11      -   0.99975073  x   0.99964195  =   0.99939277
 JQ0042
 JQ0042:                Primary Azimuth Mark                     Grid Az
 JQ0042:SPC NV C     -  K 184                                    081 40 46.3
 JQ0042:SPC NV E     -  K 184                                    082 20 57.8
 JQ0042:UTM  11      -  K 184                                    081 28 24.2
 JQ0042
 JQ0042|---------------------------------------------------------------------|
 JQ0042| PID    Reference Object                     Distance      Geod. Az  |
 JQ0042|                                                           dddmmss.s |
 JQ0042| JQ0044 K 184                               APPROX. 3.2 KM 0815307.8 |
 JQ0042| DD5385 H 184 RM 1                           14.730 METERS 18008     |
 JQ0042| DD5386 H 184 RM 2                           14.986 METERS 26922     |
 JQ0042|---------------------------------------------------------------------|
 JQ0042
 JQ0042                          SUPERSEDED SURVEY CONTROL
 JQ0042
 JQ0042  NAD 83(1986)-  38 11 35.91667(N)    116 20 00.72716(W) AD(       ) 2
 JQ0042  NAD 27      -  38 11 36.15690(N)    116 19 57.52673(W) AD(       ) 2
 JQ0042  NGVD 29 (??/??/92) 1612.270  (m)         5289.59   (f) ADJ UNCH    2 0
 JQ0042
 JQ0042.Superseded values are not recommended for survey control.
 JQ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0042.See file dsdata.txt to determine how the superseded data were derived.
 JQ0042
 JQ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC5836027474(NAD 83)
 JQ0042_MARKER: DB = BENCH MARK DISK
 JQ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0042_STAMPING: H 184 1958
 JQ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0042+STABILITY: SURFACE MOTION
 JQ0042
 JQ0042  HISTORY     - Date     Condition        Report By
 JQ0042  HISTORY     - 1958     MONUMENTED       CGS
 JQ0042  HISTORY     - 1967     GOOD             CGS
 JQ0042
 JQ0042                          STATION DESCRIPTION
 JQ0042
 JQ0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JQ0042'1.95 MI E FROM WARM SPRINGS.
 JQ0042'1.95 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S.
 JQ0042'HIGHWAY 6 AT WARM SPRINGS, 81 FEET SOUTH OF THE CENTER LINE OF THE
 JQ0042'HIGHWAY, 393 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 1.7 FEET
 JQ0042'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 JQ0042'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JQ0042
 JQ0042                          STATION RECOVERY (1967)
 JQ0042
 JQ0042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WAO)
 JQ0042'LOCATED ABOUT 1.95 MI. E. ALONG STATE HIGHWAY 25 FROM THE
 JQ0042'JUNCTION OF U.S. HIGHWAY 6 AT WARM SPRINGS, 81 FT. S. OF THE
 JQ0042'CENTERLINE OF THE HIGHWAY, 393 FT. N. OF THE CENTERLINE OF A DIRT
 JQ0042'RD., 1.7 FT. N. OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 JQ0042'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FT. ABOVE
 JQ0042'THE GROUND.
 JQ0042'
 JQ0042'STATION MARK--A STANDARD C AND GS TABLET STAMPED H 184 1958
 JQ0042'PROJECTING 0.4 FT. ABOVE GROUND.
 JQ0042'
 JQ0042'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 JQ0042'STAMPED NO 1 1967 ON A COPPERWELD ROD.
 JQ0042'
 JQ0042'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 JQ0042'STAMPED NO 2 1967 ON A COPPERWELD ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0162 ***********************************************************************
 JP0162  DESIGNATION -  H 185
 JP0162  PID         -  JP0162
 JP0162  STATE/COUNTY-  NV/NYE
 JP0162  USGS QUAD   -  NYALA (1985)
 JP0162
 JP0162                         *CURRENT SURVEY CONTROL
 JP0162  ___________________________________________________________________
 JP0162* NAD 83(1986)-  38 14 53.     (N)    115 44 03.     (W)     SCALED    
 JP0162* NAVD 88     -      1471.466  (meters)    4827.63   (feet)  ADJUSTED  
 JP0162  ___________________________________________________________________
 JP0162  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 JP0162  DYNAMIC HT  -        1469.907 (meters)    4822.52  (feet)  COMP
 JP0162  MODELED GRAV-     979,518.6   (mgal)                       NAVD 88
 JP0162
 JP0162  VERT ORDER  -  SECOND    CLASS 0
 JP0162
 JP0162.The horizontal coordinates were scaled from a topographic map and have
 JP0162.an estimated accuracy of +/- 6 seconds.
 JP0162
 JP0162.The orthometric height was determined by differential leveling
 JP0162.and adjusted by the National Geodetic Survey in June 1991..
 JP0162
 JP0162.The geoid height was determined by GEOID03.
 JP0162
 JP0162.The dynamic height is computed by dividing the NAVD 88
 JP0162.geopotential number by the normal gravity value computed on the
 JP0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0162.degrees latitude (g = 980.6199 gals.).
 JP0162
 JP0162.The modeled gravity was interpolated from observed gravity values.
 JP0162
 JP0162;                    North         East    Units  Estimated Accuracy
 JP0162;SPC NV C     - 6,388,550.      581,620.      MT  (+/- 180 meters Scaled)
 JP0162
 JP0162                          SUPERSEDED SURVEY CONTROL
 JP0162
 JP0162  NGVD 29 (??/??/92) 1470.417  (m)         4824.19   (f) ADJ UNCH    2 0
 JP0162
 JP0162.Superseded values are not recommended for survey control.
 JP0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0162.See file dsdata.txt to determine how the superseded data were derived.
 JP0162
 JP0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC107340(NAD 83)
 JP0162_MARKER: DB = BENCH MARK DISK
 JP0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0162_STAMPING: H 185 1958
 JP0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0162+STABILITY: SURFACE MOTION
 JP0162
 JP0162  HISTORY     - Date     Condition        Report By
 JP0162  HISTORY     - 1958     MONUMENTED       CGS
 JP0162  HISTORY     - 19841101 MARK NOT FOUND   USGS
 JP0162
 JP0162                          STATION DESCRIPTION
 JP0162
 JP0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0162'0.3 MI W FROM NYALA.
 JP0162'0.3 MILE WEST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT NYALA,
 JP0162'AT THE CROSSING OF AN IRRIGATION DITCH, 65 FEET SOUTH OF THE CENTER
 JP0162'LINE OF THE ROAD, 57.6 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 JP0162'CATTLEGUARD, 34 FEET SOUTH OF A 15-INCH COTTONWOOD TREE, 0.4 FOOT WEST
 JP0162'OF A FENCE, 1.1 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 JP0162'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 JP0162'THE GROUND.
 JP0162
 JP0162                          STATION RECOVERY (1984)
 JP0162
 JP0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RCN)
 JP0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0145 ***********************************************************************
 JP0145  DESIGNATION -  H 186
 JP0145  PID         -  JP0145
 JP0145  STATE/COUNTY-  NV/NYE
 JP0145  USGS QUAD   -  BULLWHACKER SPRINGS (1990)
 JP0145
 JP0145                         *CURRENT SURVEY CONTROL
 JP0145  ___________________________________________________________________
 JP0145* NAD 83(1986)-  38 24 33.     (N)    115 35 40.     (W)     SCALED    
 JP0145* NAVD 88     -      1457.262  (meters)    4781.03   (feet)  ADJUSTED  
 JP0145  ___________________________________________________________________
 JP0145  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 JP0145  DYNAMIC HT  -        1455.749 (meters)    4776.07  (feet)  COMP
 JP0145  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 JP0145
 JP0145  VERT ORDER  -  SECOND    CLASS 0
 JP0145
 JP0145.The horizontal coordinates were scaled from a topographic map and have
 JP0145.an estimated accuracy of +/- 6 seconds.
 JP0145
 JP0145.The orthometric height was determined by differential leveling
 JP0145.and adjusted by the National Geodetic Survey in June 1991..
 JP0145
 JP0145.The geoid height was determined by GEOID03.
 JP0145
 JP0145.The dynamic height is computed by dividing the NAVD 88
 JP0145.geopotential number by the normal gravity value computed on the
 JP0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0145.degrees latitude (g = 980.6199 gals.).
 JP0145
 JP0145.The modeled gravity was interpolated from observed gravity values.
 JP0145
 JP0145;                    North         East    Units  Estimated Accuracy
 JP0145;SPC NV C     - 6,406,560.      593,640.      MT  (+/- 180 meters Scaled)
 JP0145
 JP0145                          SUPERSEDED SURVEY CONTROL
 JP0145
 JP0145  NGVD 29 (??/??/92) 1456.210  (m)         4777.58   (f) ADJ UNCH    2 0
 JP0145
 JP0145.Superseded values are not recommended for survey control.
 JP0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0145.See file dsdata.txt to determine how the superseded data were derived.
 JP0145
 JP0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC227521(NAD 83)
 JP0145_MARKER: DB = BENCH MARK DISK
 JP0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0145_STAMPING: H 186 1958
 JP0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0145+STABILITY: SURFACE MOTION
 JP0145
 JP0145  HISTORY     - Date     Condition        Report By
 JP0145  HISTORY     - 1958     MONUMENTED       CGS
 JP0145
 JP0145                          STATION DESCRIPTION
 JP0145
 JP0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0145'13.3 MI NE FROM NYALA.
 JP0145'13.3 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0145'NYALA, 0.35 MILE SOUTH OF THE JUNCTION OF A ROAD SOUTHEAST TO IRWIN
 JP0145'CANYON, 57 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET EAST OF
 JP0145'A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP
 JP0145'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0193 ***********************************************************************
 JP0193  DESIGNATION -  H 187
 JP0193  PID         -  JP0193
 JP0193  STATE/COUNTY-  NV/NYE
 JP0193  USGS QUAD   -  EDS WELL (1985)
 JP0193
 JP0193                         *CURRENT SURVEY CONTROL
 JP0193  ___________________________________________________________________
 JP0193* NAD 83(1986)-  38 01 10.     (N)    115 59 35.     (W)     SCALED    
 JP0193* NAVD 88     -      1493.482  (meters)    4899.87   (feet)  ADJUSTED  
 JP0193  ___________________________________________________________________
 JP0193  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 JP0193  DYNAMIC HT  -        1491.842 (meters)    4894.48  (feet)  COMP
 JP0193  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 JP0193
 JP0193  VERT ORDER  -  SECOND    CLASS 0
 JP0193
 JP0193.The horizontal coordinates were scaled from a topographic map and have
 JP0193.an estimated accuracy of +/- 6 seconds.
 JP0193
 JP0193.The orthometric height was determined by differential leveling
 JP0193.and adjusted by the National Geodetic Survey in June 1991..
 JP0193
 JP0193.The geoid height was determined by GEOID03.
 JP0193
 JP0193.The dynamic height is computed by dividing the NAVD 88
 JP0193.geopotential number by the normal gravity value computed on the
 JP0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0193.degrees latitude (g = 980.6199 gals.).
 JP0193
 JP0193.The modeled gravity was interpolated from observed gravity values.
 JP0193
 JP0193;                    North         East    Units  Estimated Accuracy
 JP0193;SPC NV C     - 6,362,980.      559,140.      MT  (+/- 180 meters Scaled)
 JP0193
 JP0193                          SUPERSEDED SURVEY CONTROL
 JP0193
 JP0193  NGVD 29 (??/??/92) 1492.433  (m)         4896.42   (f) ADJ UNCH    2 0
 JP0193
 JP0193.Superseded values are not recommended for survey control.
 JP0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0193.See file dsdata.txt to determine how the superseded data were derived.
 JP0193
 JP0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC883084(NAD 83)
 JP0193_MARKER: DB = BENCH MARK DISK
 JP0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0193_STAMPING: H 187 1958
 JP0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0193+STABILITY: SURFACE MOTION
 JP0193
 JP0193  HISTORY     - Date     Condition        Report By
 JP0193  HISTORY     - 1958     MONUMENTED       CGS
 JP0193
 JP0193                          STATION DESCRIPTION
 JP0193
 JP0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0193'9.25 MI NE FROM REED MAINTENANCE STA..
 JP0193'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED MAINTENANCE
 JP0193'STATION, THENCE 2.1 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 6.85
 JP0193'MILES NORTH ALONG A DIRT ROAD, 0.5 MILE NORTH OF A LARGE WATER HOLE,
 JP0193'ON THE OUTSIDE OF A CURVE, 51 FEET WEST OF THE CENTER LINE OF THE
 JP0193'ROAD, 1.6 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JP0193'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 JP0193'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0083 ***********************************************************************
 JP0083  DESIGNATION -  H 188
 JP0083  PID         -  JP0083
 JP0083  STATE/COUNTY-  NV/NYE
 JP0083  USGS QUAD   -  CURRANT (1990)
 JP0083
 JP0083                         *CURRENT SURVEY CONTROL
 JP0083  ___________________________________________________________________
 JP0083* NAD 83(1986)-  38 40 23.     (N)    115 29 23.     (W)     SCALED    
 JP0083* NAVD 88     -      1518.670  (meters)    4982.50   (feet)  ADJUSTED  
 JP0083  ___________________________________________________________________
 JP0083  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 JP0083  DYNAMIC HT  -        1517.098 (meters)    4977.35  (feet)  COMP
 JP0083  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 JP0083
 JP0083  VERT ORDER  -  SECOND    CLASS 0
 JP0083
 JP0083.The horizontal coordinates were scaled from a topographic map and have
 JP0083.an estimated accuracy of +/- 6 seconds.
 JP0083
 JP0083.The orthometric height was determined by differential leveling
 JP0083.and adjusted by the National Geodetic Survey in June 1991..
 JP0083
 JP0083.The geoid height was determined by GEOID03.
 JP0083
 JP0083.The dynamic height is computed by dividing the NAVD 88
 JP0083.geopotential number by the normal gravity value computed on the
 JP0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0083.degrees latitude (g = 980.6199 gals.).
 JP0083
 JP0083.The modeled gravity was interpolated from observed gravity values.
 JP0083
 JP0083;                    North         East    Units  Estimated Accuracy
 JP0083;SPC NV C     - 6,435,970.      602,410.      MT  (+/- 180 meters Scaled)
 JP0083
 JP0083                          SUPERSEDED SURVEY CONTROL
 JP0083
 JP0083  NGVD 29 (??/??/92) 1517.557  (m)         4978.85   (f) ADJ UNCH    2 0
 JP0083
 JP0083.Superseded values are not recommended for survey control.
 JP0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0083.See file dsdata.txt to determine how the superseded data were derived.
 JP0083
 JP0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC313815(NAD 83)
 JP0083_MARKER: DB = BENCH MARK DISK
 JP0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0083_STAMPING: H 188 1958
 JP0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0083+STABILITY: SURFACE MOTION
 JP0083
 JP0083  HISTORY     - Date     Condition        Report By
 JP0083  HISTORY     - 1958     MONUMENTED       CGS
 JP0083
 JP0083                          STATION DESCRIPTION
 JP0083
 JP0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0083'5.0 MI S FROM CURRANT.
 JP0083'0.1 MILE SOUTHWEST ALONG U. S. HIGHWAY 6 FROM THE JUNCTION OF STATE
 JP0083'HIGHWAY 20 AT CURRANT, THENCE 4.9 MILES SOUTH ALONG A GRAVELED ROAD,
 JP0083'0.25 MILE SOUTHEAST OF THE INTERSECTION OF A NORTHEAST-SOUTHWEST ROAD,
 JP0083'59 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET
 JP0083'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 JP0083'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0121 ***********************************************************************
 JP0121  DESIGNATION -  H 189
 JP0121  PID         -  JP0121
 JP0121  STATE/COUNTY-  NV/NYE
 JP0121  USGS QUAD   -  WATER GAP WEST (1985)
 JP0121
 JP0121                         *CURRENT SURVEY CONTROL
 JP0121  ___________________________________________________________________
 JP0121* NAD 83(1986)-  38 03 37.     (N)    115 25 00.     (W)     SCALED    
 JP0121* NAVD 88     -      1568.891  (meters)    5147.27   (feet)  ADJUSTED  
 JP0121  ___________________________________________________________________
 JP0121  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 JP0121  DYNAMIC HT  -        1567.188 (meters)    5141.68  (feet)  COMP
 JP0121  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 JP0121
 JP0121  VERT ORDER  -  SECOND    CLASS 0
 JP0121
 JP0121.The horizontal coordinates were scaled from a topographic map and have
 JP0121.an estimated accuracy of +/- 6 seconds.
 JP0121
 JP0121.The orthometric height was determined by differential leveling
 JP0121.and adjusted by the National Geodetic Survey in June 1991..
 JP0121
 JP0121.The geoid height was determined by GEOID03.
 JP0121
 JP0121.The dynamic height is computed by dividing the NAVD 88
 JP0121.geopotential number by the normal gravity value computed on the
 JP0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0121.degrees latitude (g = 980.6199 gals.).
 JP0121
 JP0121.The modeled gravity was interpolated from observed gravity values.
 JP0121
 JP0121;                    North         East    Units  Estimated Accuracy
 JP0121;SPC NV C     - 6,368,030.      609,690.      MT  (+/- 180 meters Scaled)
 JP0121
 JP0121                          SUPERSEDED SURVEY CONTROL
 JP0121
 JP0121  NGVD 29 (??/??/92) 1567.837  (m)         5143.81   (f) ADJ UNCH    2 0
 JP0121
 JP0121.Superseded values are not recommended for survey control.
 JP0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0121.See file dsdata.txt to determine how the superseded data were derived.
 JP0121
 JP0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC389136(NAD 83)
 JP0121_MARKER: DB = BENCH MARK DISK
 JP0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0121_STAMPING: H 189 1958
 JP0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0121+STABILITY: SURFACE MOTION
 JP0121
 JP0121  HISTORY     - Date     Condition        Report By
 JP0121  HISTORY     - 1958     MONUMENTED       CGS
 JP0121
 JP0121                          STATION DESCRIPTION
 JP0121
 JP0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0121'10.3 MI SE FROM SHARP.
 JP0121'0.1 MILE NORTHEAST ALONG A DIRT ROAD FROM THE UHLAJDE RANCHHOUSE AT
 JP0121'SHARP, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 10.0 MILES
 JP0121'SOUTHEAST ALONG A DIRT ROAD LEADING TO PIOCHE, 45 1/2 FEET NORTH OF
 JP0121'THE CENTER LINE OF THE ROAD, 201 FEET WEST OF THE APPROXIMATE CENTER
 JP0121'OF THE CROSSING OF A DEEP WASH, 2.0 FEET SOUTHEAST OF A WITNESS POST,
 JP0121'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JP0121'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0234 ***********************************************************************
 MU0234  DESIGNATION -  H 19
 MU0234  PID         -  MU0234
 MU0234  STATE/COUNTY-  NV/HUMBOLDT
 MU0234  USGS QUAD   -  GALLAGHER FLAT (1982)
 MU0234
 MU0234                         *CURRENT SURVEY CONTROL
 MU0234  ___________________________________________________________________
 MU0234* NAD 83(1986)-  41 24 11.     (N)    117 58 34.     (W)     SCALED    
 MU0234* NAVD 88     -      1258.700  (meters)    4129.58   (feet)  ADJUSTED  
 MU0234  ___________________________________________________________________
 MU0234  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 MU0234  DYNAMIC HT  -        1257.834 (meters)    4126.74  (feet)  COMP
 MU0234  MODELED GRAV-     979,891.4   (mgal)                       NAVD 88
 MU0234
 MU0234  VERT ORDER  -  FIRST     CLASS II
 MU0234
 MU0234.The horizontal coordinates were scaled from a topographic map and have
 MU0234.an estimated accuracy of +/- 6 seconds.
 MU0234
 MU0234.The orthometric height was determined by differential leveling
 MU0234.and adjusted by the National Geodetic Survey in June 1991..
 MU0234
 MU0234.The geoid height was determined by GEOID03.
 MU0234
 MU0234.The dynamic height is computed by dividing the NAVD 88
 MU0234.geopotential number by the normal gravity value computed on the
 MU0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0234.degrees latitude (g = 980.6199 gals.).
 MU0234
 MU0234.The modeled gravity was interpolated from observed gravity values.
 MU0234
 MU0234;                    North         East    Units  Estimated Accuracy
 MU0234;SPC NV W     - 4,738,580.      850,770.      MT  (+/- 180 meters Scaled)
 MU0234
 MU0234                          SUPERSEDED SURVEY CONTROL
 MU0234
 MU0234  NGVD 29 (??/??/92) 1257.641  (m)         4126.11   (f) ADJ UNCH    1 2
 MU0234
 MU0234.Superseded values are not recommended for survey control.
 MU0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0234.See file dsdata.txt to determine how the superseded data were derived.
 MU0234
 MU0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF184839(NAD 83)
 MU0234_MARKER: DB = BENCH MARK DISK
 MU0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0234_STAMPING: 4125.996 H 19 1931
 MU0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0234+STABILITY: SURFACE MOTION
 MU0234
 MU0234  HISTORY     - Date     Condition        Report By
 MU0234  HISTORY     - 1931     MONUMENTED       CGS
 MU0234  HISTORY     - 1957     GOOD             USGS
 MU0234  HISTORY     - 1968     GOOD             NGS
 MU0234
 MU0234                          STATION DESCRIPTION
 MU0234
 MU0234'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MU0234'41.9 MI N FROM WINNEMUCCA.
 MU0234'41.9 MILES NORTH ALONG THE HIGHWAY FROM WINNEMUCCA, HUMBOLDT COUNTY,
 MU0234'ON THE OLD DENIO HIGHWAY, 4.0 MILES EAST OF THE SOD HOUSE RANCH, AND
 MU0234'27 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 MU0234'4125.996 H 19 1931 AND SET IN THE TOP OF A CONCRETE POST.
 MU0234
 MU0234                          STATION RECOVERY (1968)
 MU0234
 MU0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MU0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0260 ***********************************************************************
 LQ0260  DESIGNATION -  H 190
 LQ0260  PID         -  LQ0260
 LQ0260  STATE/COUNTY-  NV/WHITE PINE
 LQ0260  USGS QUAD   -  GOSHUTE LAKE SOUTH (1982)
 LQ0260
 LQ0260                         *CURRENT SURVEY CONTROL
 LQ0260  ___________________________________________________________________
 LQ0260* NAD 83(1986)-  40 00 16.     (N)    114 40 12.     (W)     SCALED    
 LQ0260* NAVD 88     -      1825.488  (meters)    5989.12   (feet)  ADJUSTED  
 LQ0260  ___________________________________________________________________
 LQ0260  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 LQ0260  DYNAMIC HT  -        1823.715 (meters)    5983.31  (feet)  COMP
 LQ0260  MODELED GRAV-     979,590.3   (mgal)                       NAVD 88
 LQ0260
 LQ0260  VERT ORDER  -  SECOND    CLASS 0
 LQ0260
 LQ0260.The horizontal coordinates were scaled from a topographic map and have
 LQ0260.an estimated accuracy of +/- 6 seconds.
 LQ0260
 LQ0260.The orthometric height was determined by differential leveling
 LQ0260.and adjusted by the National Geodetic Survey in June 1991..
 LQ0260
 LQ0260.The geoid height was determined by GEOID03.
 LQ0260
 LQ0260.The dynamic height is computed by dividing the NAVD 88
 LQ0260.geopotential number by the normal gravity value computed on the
 LQ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0260.degrees latitude (g = 980.6199 gals.).
 LQ0260
 LQ0260.The modeled gravity was interpolated from observed gravity values.
 LQ0260
 LQ0260;                    North         East    Units  Estimated Accuracy
 LQ0260;SPC NV E     - 8,583,510.      277,980.      MT  (+/- 180 meters Scaled)
 LQ0260
 LQ0260                          SUPERSEDED SURVEY CONTROL
 LQ0260
 LQ0260  NGVD 29 (??/??/92) 1824.299  (m)         5985.22   (f) ADJ UNCH    2 0
 LQ0260
 LQ0260.Superseded values are not recommended for survey control.
 LQ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0260.See file dsdata.txt to determine how the superseded data were derived.
 LQ0260
 LQ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE988308(NAD 83)
 LQ0260_MARKER: DB = BENCH MARK DISK
 LQ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0260_STAMPING: H 190 1958
 LQ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0260+STABILITY: SURFACE MOTION
 LQ0260
 LQ0260  HISTORY     - Date     Condition        Report By
 LQ0260  HISTORY     - 1958     MONUMENTED       CGS
 LQ0260
 LQ0260                          STATION DESCRIPTION
 LQ0260
 LQ0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0260'5.15 MI SW FROM LAGES STATION.
 LQ0260'5.15 MILES SOUTHWEST ALONG U. S. HIGHWAY 93 AND 50 ALTERNATE FROM THE
 LQ0260'JUNCTION OF U. S. HIGHWAY 93 AT LAGES STATION, 73 FEET EAST OF THE
 LQ0260'CENTER LINE OF THE HIGHWAY, 265 FEET NORTHEAST OF THE NORTH END OF THE
 LQ0260'EAST CONCRETE HEAD WALL FOR 24-INCH PIPE CULVERT 270+20, 2.9 FEET
 LQ0260'NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET
 LQ0260'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0178 ***********************************************************************
 LQ0178  DESIGNATION -  H 191
 LQ0178  PID         -  LQ0178
 LQ0178  STATE/COUNTY-  NV/ELKO
 LQ0178  USGS QUAD   -  WHITE HORSE MOUNTAIN (1982)
 LQ0178
 LQ0178                         *CURRENT SURVEY CONTROL
 LQ0178  ___________________________________________________________________
 LQ0178* NAD 83(1986)-  40 20 32.     (N)    114 16 05.     (W)     SCALED    
 LQ0178* NAVD 88     -      1772.206  (meters)    5814.31   (feet)  ADJUSTED  
 LQ0178  ___________________________________________________________________
 LQ0178  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 LQ0178  DYNAMIC HT  -        1770.627 (meters)    5809.13  (feet)  COMP
 LQ0178  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 LQ0178
 LQ0178  VERT ORDER  -  SECOND    CLASS 0
 LQ0178
 LQ0178.The horizontal coordinates were scaled from a topographic map and have
 LQ0178.an estimated accuracy of +/- 6 seconds.
 LQ0178
 LQ0178.The orthometric height was determined by differential leveling
 LQ0178.and adjusted by the National Geodetic Survey in June 1991..
 LQ0178
 LQ0178.The geoid height was determined by GEOID03.
 LQ0178
 LQ0178.The dynamic height is computed by dividing the NAVD 88
 LQ0178.geopotential number by the normal gravity value computed on the
 LQ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0178.degrees latitude (g = 980.6199 gals.).
 LQ0178
 LQ0178.The modeled gravity was interpolated from observed gravity values.
 LQ0178
 LQ0178;                    North         East    Units  Estimated Accuracy
 LQ0178;SPC NV E     - 8,621,440.      311,740.      MT  (+/- 180 meters Scaled)
 LQ0178
 LQ0178                          SUPERSEDED SURVEY CONTROL
 LQ0178
 LQ0178  NGVD 29 (??/??/92) 1771.101  (m)         5810.69   (f) ADJ UNCH    2 0
 LQ0178
 LQ0178.Superseded values are not recommended for survey control.
 LQ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0178.See file dsdata.txt to determine how the superseded data were derived.
 LQ0178
 LQ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE320693(NAD 83)
 LQ0178_MARKER: DB = BENCH MARK DISK
 LQ0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LQ0178_SP_SET: CULVERT
 LQ0178_STAMPING: H 191 1958
 LQ0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0178
 LQ0178  HISTORY     - Date     Condition        Report By
 LQ0178  HISTORY     - 1958     MONUMENTED       CGS
 LQ0178
 LQ0178                          STATION DESCRIPTION
 LQ0178
 LQ0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0178'15.2 MI NE FROM BOONE SPRINGS.
 LQ0178'15.2 MILES NORTHEAST ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE UTOCO
 LQ0178'SERVICE STATION AT BOONE SPRINGS, AT DOUBLE 24-INCH PIPE CULVERT
 LQ0178'1178+00, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL,
 LQ0178'19 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT LOWER THAN
 LQ0178'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0329 ***********************************************************************
 MT0329  DESIGNATION -  H 192
 MT0329  PID         -  MT0329
 MT0329  STATE/COUNTY-  NV/ELKO
 MT0329  USGS QUAD   -  WINE CUP RANCH NE (1980)
 MT0329
 MT0329                         *CURRENT SURVEY CONTROL
 MT0329  ___________________________________________________________________
 MT0329* NAD 83(1986)-  41 27 22.     (N)    114 36 14.     (W)     SCALED    
 MT0329* NAVD 88     -      1658.318  (meters)    5440.66   (feet)  ADJUSTED  
 MT0329  ___________________________________________________________________
 MT0329  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 MT0329  DYNAMIC HT  -        1657.006 (meters)    5436.36  (feet)  COMP
 MT0329  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 MT0329
 MT0329  VERT ORDER  -  SECOND    CLASS 0
 MT0329
 MT0329.The horizontal coordinates were scaled from a topographic map and have
 MT0329.an estimated accuracy of +/- 6 seconds.
 MT0329
 MT0329.The orthometric height was determined by differential leveling
 MT0329.and adjusted by the National Geodetic Survey in June 1991..
 MT0329
 MT0329.The geoid height was determined by GEOID03.
 MT0329
 MT0329.The dynamic height is computed by dividing the NAVD 88
 MT0329.geopotential number by the normal gravity value computed on the
 MT0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0329.degrees latitude (g = 980.6199 gals.).
 MT0329
 MT0329.The modeled gravity was interpolated from observed gravity values.
 MT0329
 MT0329;                    North         East    Units  Estimated Accuracy
 MT0329;SPC NV E     - 8,744,760.      281,830.      MT  (+/- 180 meters Scaled)
 MT0329
 MT0329                          SUPERSEDED SURVEY CONTROL
 MT0329
 MT0329  NGVD 29 (??/??/92) 1657.154  (m)         5436.85   (f) ADJ UNCH    2 0
 MT0329
 MT0329.Superseded values are not recommended for survey control.
 MT0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0329.See file dsdata.txt to determine how the superseded data were derived.
 MT0329
 MT0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF001921(NAD 83)
 MT0329_MARKER: DB = BENCH MARK DISK
 MT0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0329_STAMPING: H 192 1958
 MT0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0329+STABILITY: SURFACE MOTION
 MT0329
 MT0329  HISTORY     - Date     Condition        Report By
 MT0329  HISTORY     - 1958     MONUMENTED       CGS
 MT0329
 MT0329                          STATION DESCRIPTION
 MT0329
 MT0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0329'9.85 MI E FROM WILKINS.
 MT0329'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0329'POST AT WILKINS, THENCE 9.15 MILES SOUTHEAST AND EAST ALONG A GRAVEL
 MT0329'ROAD, 304 FEET NORTHEAST OF THE CENTER OF THE Y JUNCTION OF A DIRT
 MT0329'ROAD LEADING EAST TO A SMALL RANCH, 61 FEET SOUTHEAST OF THE CENTER
 MT0329'LINE OF THE MAIN ROAD, 39 FEET NORTH OF THE CENTER LINE OF THE DIRT
 MT0329'ROAD, 2.0 FEET NORTHEAST OF A WITNESS POST, LEVEL WITH THE ROADS, AND
 MT0329'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MT0329'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0240 ***********************************************************************
 MT0240  DESIGNATION -  H 196
 MT0240  PID         -  MT0240
 MT0240  STATE/COUNTY-  NV/ELKO
 MT0240  USGS QUAD   -  SUMMER CAMP (1980)
 MT0240
 MT0240                         *CURRENT SURVEY CONTROL
 MT0240  ___________________________________________________________________
 MT0240* NAD 83(1986)-  41 21 54.     (N)    114 53 00.     (W)     SCALED    
 MT0240* NAVD 88     -      1898.158  (meters)    6227.54   (feet)  ADJUSTED  
 MT0240  ___________________________________________________________________
 MT0240  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 MT0240  DYNAMIC HT  -        1896.600 (meters)    6222.43  (feet)  COMP
 MT0240  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 MT0240
 MT0240  VERT ORDER  -  SECOND    CLASS 0
 MT0240
 MT0240.The horizontal coordinates were scaled from a topographic map and have
 MT0240.an estimated accuracy of +/- 6 seconds.
 MT0240
 MT0240.The orthometric height was determined by differential leveling
 MT0240.and adjusted by the National Geodetic Survey in June 1991..
 MT0240
 MT0240.The geoid height was determined by GEOID03.
 MT0240
 MT0240.The dynamic height is computed by dividing the NAVD 88
 MT0240.geopotential number by the normal gravity value computed on the
 MT0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0240.degrees latitude (g = 980.6199 gals.).
 MT0240
 MT0240.The modeled gravity was interpolated from observed gravity values.
 MT0240
 MT0240;                    North         East    Units  Estimated Accuracy
 MT0240;SPC NV E     - 8,734,410.      258,560.      MT  (+/- 180 meters Scaled)
 MT0240
 MT0240                          SUPERSEDED SURVEY CONTROL
 MT0240
 MT0240  NGVD 29 (??/??/92) 1896.925  (m)         6223.49   (f) ADJ UNCH    2 0
 MT0240
 MT0240.Superseded values are not recommended for survey control.
 MT0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0240.See file dsdata.txt to determine how the superseded data were derived.
 MT0240
 MT0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF770814(NAD 83)
 MT0240_MARKER: DB = BENCH MARK DISK
 MT0240_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0240_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MT0240_STAMPING: H 196 1958
 MT0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0240
 MT0240  HISTORY     - Date     Condition        Report By
 MT0240  HISTORY     - 1958     MONUMENTED       CGS
 MT0240
 MT0240                          STATION DESCRIPTION
 MT0240
 MT0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0240'8.7 MI N FROM MELANDCO.
 MT0240'ABOUT 8.7 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 MT0240'WATER TANK AT MELANDCO, 36 FEET NORTHWEST OF THE NORTHWEST RAIL, 54
 MT0240'FEET SOUTHEAST OF THE FENCE, 5 FEET SOUTHWEST OF MILEPOST 100, A DISK
 MT0240'ON THE TOP OF A 3-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0312 ***********************************************************************
 MU0312  DESIGNATION -  H 197
 MU0312  PID         -  MU0312
 MU0312  STATE/COUNTY-  NV/HUMBOLDT
 MU0312  USGS QUAD   -  HINKEY SUMMIT (1991)
 MU0312
 MU0312                         *CURRENT SURVEY CONTROL
 MU0312  ___________________________________________________________________
 MU0312* NAD 83(1986)-  41 44 40.     (N)    117 30 38.     (W)     SCALED    
 MU0312* NAVD 88     -      1963.669  (meters)    6442.47   (feet)  ADJUSTED  
 MU0312  ___________________________________________________________________
 MU0312  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 MU0312  DYNAMIC HT  -        1962.106 (meters)    6437.34  (feet)  COMP
 MU0312  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 MU0312
 MU0312  VERT ORDER  -  SECOND    CLASS 0
 MU0312
 MU0312.The horizontal coordinates were scaled from a topographic map and have
 MU0312.an estimated accuracy of +/- 6 seconds.
 MU0312
 MU0312.The orthometric height was determined by differential leveling
 MU0312.and adjusted by the National Geodetic Survey in June 1991..
 MU0312
 MU0312.The geoid height was determined by GEOID03.
 MU0312
 MU0312.The dynamic height is computed by dividing the NAVD 88
 MU0312.geopotential number by the normal gravity value computed on the
 MU0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0312.degrees latitude (g = 980.6199 gals.).
 MU0312
 MU0312.The modeled gravity was interpolated from observed gravity values.
 MU0312
 MU0312;                    North         East    Units  Estimated Accuracy
 MU0312;SPC NV W     - 4,776,870.      889,230.      MT  (+/- 180 meters Scaled)
 MU0312
 MU0312                          SUPERSEDED SURVEY CONTROL
 MU0312
 MU0312  NGVD 29 (??/??/92) 1962.407  (m)         6438.33   (f) ADJ UNCH    2 0
 MU0312
 MU0312.Superseded values are not recommended for survey control.
 MU0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0312.See file dsdata.txt to determine how the superseded data were derived.
 MU0312
 MU0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG575215(NAD 83)
 MU0312_MARKER: DB = BENCH MARK DISK
 MU0312_SETTING: 66 = SET IN ROCK OUTCROP
 MU0312_SP_SET: SET IN ROCK OUTCROP
 MU0312_STAMPING: H 197 1963
 MU0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0312+STABILITY: POSITION/ELEVATION WELL
 MU0312
 MU0312  HISTORY     - Date     Condition        Report By
 MU0312  HISTORY     - 1963     MONUMENTED       CGS
 MU0312
 MU0312                          STATION DESCRIPTION
 MU0312
 MU0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0312'30.4 MI SE FROM MCDERMITT.
 MU0312'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0312'LINE AT MCDERMITT, THENCE 16.4 MILES SOUTHEAST ALONG BUCKSKIN ROAD, IN
 MU0312'THE TOP OF A PROMINENT 24-FOOT DIAMETER CIRCULAR OUTCROP WHICH
 MU0312'PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 135 YARDS NORTHEAST OF THE
 MU0312'CENTER LINE OF THE ROAD, AND ABOUT 15 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0179 ***********************************************************************
 MU0179  DESIGNATION -  H 198
 MU0179  PID         -  MU0179
 MU0179  STATE/COUNTY-  NV/HUMBOLDT
 MU0179  USGS QUAD   -  MAIDEN BUTTE (1980)
 MU0179
 MU0179                         *CURRENT SURVEY CONTROL
 MU0179  ___________________________________________________________________
 MU0179* NAD 83(1986)-  41 47 19.     (N)    117 13 47.     (W)     SCALED    
 MU0179* NAVD 88     -      1875.542  (meters)    6153.34   (feet)  ADJUSTED  
 MU0179  ___________________________________________________________________
 MU0179  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 MU0179  DYNAMIC HT  -        1874.100 (meters)    6148.61  (feet)  COMP
 MU0179  MODELED GRAV-     979,786.2   (mgal)                       NAVD 88
 MU0179
 MU0179  VERT ORDER  -  SECOND    CLASS 0
 MU0179
 MU0179.The horizontal coordinates were scaled from a topographic map and have
 MU0179.an estimated accuracy of +/- 6 seconds.
 MU0179
 MU0179.The orthometric height was determined by differential leveling
 MU0179.and adjusted by the National Geodetic Survey in June 1991..
 MU0179
 MU0179.The geoid height was determined by GEOID03.
 MU0179
 MU0179.The dynamic height is computed by dividing the NAVD 88
 MU0179.geopotential number by the normal gravity value computed on the
 MU0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0179.degrees latitude (g = 980.6199 gals.).
 MU0179
 MU0179.The modeled gravity was interpolated from observed gravity values.
 MU0179
 MU0179;                    North         East    Units  Estimated Accuracy
 MU0179;SPC NV W     - 4,782,110.      912,510.      MT  (+/- 180 meters Scaled)
 MU0179
 MU0179                          SUPERSEDED SURVEY CONTROL
 MU0179
 MU0179  NGVD 29 (??/??/92) 1874.327  (m)         6149.35   (f) ADJ UNCH    2 0
 MU0179
 MU0179.Superseded values are not recommended for survey control.
 MU0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0179.See file dsdata.txt to determine how the superseded data were derived.
 MU0179
 MU0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG809263(NAD 83)
 MU0179_MARKER: DB = BENCH MARK DISK
 MU0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0179_STAMPING: H 198 1963
 MU0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0179+STABILITY: SURFACE MOTION
 MU0179
 MU0179  HISTORY     - Date     Condition        Report By
 MU0179  HISTORY     - 1963     MONUMENTED       CGS
 MU0179
 MU0179                          STATION DESCRIPTION
 MU0179
 MU0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0179'51.75 MI E FROM MCDERMITT.
 MU0179'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0179'LINE AT MCDERMITT, THENCE 17.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0179'THENCE 20.2 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 0.4 MILE
 MU0179'NORTHEAST ALONG A DIRT ROAD 0.25 MILE NORTHEAST OF THE CROSSING OF A
 MU0179'SMALL STREAM, 33 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 25
 MU0179'FEET NORTHWEST OF THE NORTHWEST END OF A GATE, 2.0 FEET SOUTHWEST OF A
 MU0179'FENCE, 2.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 MU0179'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0365 ***********************************************************************
 LQ0365  DESIGNATION -  H 199
 LQ0365  PID         -  LQ0365
 LQ0365  STATE/COUNTY-  NV/ELKO
 LQ0365  USGS QUAD   -  CEDAR RIDGE (1985)
 LQ0365
 LQ0365                         *CURRENT SURVEY CONTROL
 LQ0365  ___________________________________________________________________
 LQ0365* NAD 83(1986)-  40 24 14.     (N)    115 47 27.     (W)     SCALED    
 LQ0365* NAVD 88     -      1728.985  (meters)    5672.51   (feet)  ADJUSTED  
 LQ0365  ___________________________________________________________________
 LQ0365  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 LQ0365  DYNAMIC HT  -        1727.426 (meters)    5667.40  (feet)  COMP
 LQ0365  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 LQ0365
 LQ0365  VERT ORDER  -  SECOND    CLASS 0
 LQ0365
 LQ0365.The horizontal coordinates were scaled from a topographic map and have
 LQ0365.an estimated accuracy of +/- 6 seconds.
 LQ0365
 LQ0365.The orthometric height was determined by differential leveling
 LQ0365.and adjusted by the National Geodetic Survey in June 1991..
 LQ0365
 LQ0365.The geoid height was determined by GEOID03.
 LQ0365
 LQ0365.The dynamic height is computed by dividing the NAVD 88
 LQ0365.geopotential number by the normal gravity value computed on the
 LQ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0365.degrees latitude (g = 980.6199 gals.).
 LQ0365
 LQ0365.The modeled gravity was interpolated from observed gravity values.
 LQ0365
 LQ0365;                    North         East    Units  Estimated Accuracy
 LQ0365;SPC NV E     - 8,627,480.      182,390.      MT  (+/- 180 meters Scaled)
 LQ0365
 LQ0365                          SUPERSEDED SURVEY CONTROL
 LQ0365
 LQ0365  NGVD 29 (??/??/92) 1727.855  (m)         5668.80   (f) ADJ UNCH    2 0
 LQ0365
 LQ0365.Superseded values are not recommended for survey control.
 LQ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0365.See file dsdata.txt to determine how the superseded data were derived.
 LQ0365
 LQ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE026732(NAD 83)
 LQ0365_MARKER: DB = BENCH MARK DISK
 LQ0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0365_STAMPING: H 199 1963
 LQ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0365+STABILITY: SURFACE MOTION
 LQ0365
 LQ0365  HISTORY     - Date     Condition        Report By
 LQ0365  HISTORY     - 1963     MONUMENTED       CGS
 LQ0365
 LQ0365                          STATION DESCRIPTION
 LQ0365
 LQ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0365'7.45 MI W FROM JIGGS.
 LQ0365'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0365'JIGGS, THENCE 7.15 MILES WEST ALONG THE LITTLE PORTER CREEK ROAD, 29
 LQ0365'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTH OF A WITNESS
 LQ0365'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 LQ0365'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0032 ***********************************************************************
 MV0032  DESIGNATION -  H 20
 MV0032  PID         -  MV0032
 MV0032  STATE/COUNTY-  NV/HUMBOLDT
 MV0032  USGS QUAD   -  DENIO SUMMIT (1990)
 MV0032
 MV0032                         *CURRENT SURVEY CONTROL
 MV0032  ___________________________________________________________________
 MV0032* NAD 83(1986)-  41 49 03.     (N)    118 35 02.     (W)     SCALED    
 MV0032* NAVD 88     -      1468.119  (meters)    4816.65   (feet)  POSTED    
 MV0032  ___________________________________________________________________
 MV0032  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 MV0032  DYNAMIC HT  -        1467.070 (meters)    4813.21  (feet)  COMP
 MV0032  MODELED GRAV-     979,859.2   (mgal)                       NAVD 88
 MV0032
 MV0032  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MV0032
 MV0032.The horizontal coordinates were scaled from a topographic map and have
 MV0032.an estimated accuracy of +/- 6 seconds.
 MV0032
 MV0032.The orthometric height was determined by differential leveling
 MV0032.and adjusted by the National Geodetic Survey in 1992..
 MV0032.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MV0032.rate of 1.1 thru 2.0 mm/km.
 MV0032
 MV0032.The geoid height was determined by GEOID03.
 MV0032
 MV0032.The dynamic height is computed by dividing the NAVD 88
 MV0032.geopotential number by the normal gravity value computed on the
 MV0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0032.degrees latitude (g = 980.6199 gals.).
 MV0032
 MV0032.The modeled gravity was interpolated from observed gravity values.
 MV0032
 MV0032;                    North         East    Units  Estimated Accuracy
 MV0032;SPC NV W     - 4,784,430.      799,950.      MT  (+/- 180 meters Scaled)
 MV0032
 MV0032                          SUPERSEDED SURVEY CONTROL
 MV0032
 MV0032  NGVD 29 (??/??/92) 1466.932  (m)         4812.76   (f) ADJ UNCH    1 2
 MV0032
 MV0032.Superseded values are not recommended for survey control.
 MV0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0032.See file dsdata.txt to determine how the superseded data were derived.
 MV0032
 MV0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG684307(NAD 83)
 MV0032_MARKER: DB = BENCH MARK DISK
 MV0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0032_STAMPING: 4812.766 H 20 1931
 MV0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0032+STABILITY: SURFACE MOTION
 MV0032
 MV0032  HISTORY     - Date     Condition        Report By
 MV0032  HISTORY     - 1931     MONUMENTED       CGS
 MV0032  HISTORY     - 1934     GOOD             NGS
 MV0032  HISTORY     - 1964     GOOD             USGS
 MV0032
 MV0032                          STATION DESCRIPTION
 MV0032
 MV0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MV0032'12.7 MI SE FROM DENIO, OR.
 MV0032'IN HUMBOLDT COUNTY, NEVADA, 12.7 MILES SOUTHEAST ALONG THE HIGHWAY
 MV0032'FROM DENIO, HARNEY COUNTY, OREGON, 130 FEET WEST OF THE CENTERLINE OF
 MV0032'THE NEW HIGHWAY, AND 36 FEET EAST OF THE CENTER OF THE OLD ROAD.  A
 MV0032'STANDARD DISK, STAMPED 4812.766 H 20 1931 AND SET IN THE TOP OF A
 MV0032'CONCRETE POST.  NOTE-- 1200 FEET W OF THE CENTERLINE OF THE HWY., 130
 MV0032'FEET W OF CENTERLINE OF OLD HWY., 36 FEET E OF THE CENTERLINE OF TRACK
 MV0032'ROAD.
 MV0032
 MV0032                          STATION RECOVERY (1964)
 MV0032
 MV0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MV0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0793 ***********************************************************************
 KR0793  DESIGNATION -  H 200
 KR0793  PID         -  KR0793
 KR0793  STATE/COUNTY-  NV/LYON
 KR0793  USGS QUAD   -  MISFITS FLAT (1985)
 KR0793
 KR0793                         *CURRENT SURVEY CONTROL
 KR0793  ___________________________________________________________________
 KR0793* NAD 83(1986)-  39 19 01.     (N)    119 29 29.     (W)     SCALED    
 KR0793* NAVD 88     -      1330.40   (+/-2cm)    4364.8    (feet)  VERTCON   
 KR0793  ___________________________________________________________________
 KR0793  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 KR0793
 KR0793  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0793
 KR0793.The horizontal coordinates were scaled from a topographic map and have
 KR0793.an estimated accuracy of +/- 6 seconds.
 KR0793
 KR0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0793.The vertical order pertains to the NGVD 29 superseded value.
 KR0793
 KR0793.The geoid height was determined by GEOID03.
 KR0793
 KR0793;                    North         East    Units  Estimated Accuracy
 KR0793;SPC NV W     - 4,507,180.      721,700.      MT  (+/- 180 meters Scaled)
 KR0793
 KR0793                          SUPERSEDED SURVEY CONTROL
 KR0793
 KR0793  NGVD 29 (??/??/92) 1329.372  (m)         4361.45   (f) ADJ UNCH    2 0
 KR0793
 KR0793.Superseded values are not recommended for survey control.
 KR0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0793.See file dsdata.txt to determine how the superseded data were derived.
 KR0793
 KR0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD852549(NAD 83)
 KR0793_MARKER: DB = BENCH MARK DISK
 KR0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0793_STAMPING: H 200 1935
 KR0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0793+STABILITY: SURFACE MOTION
 KR0793
 KR0793  HISTORY     - Date     Condition        Report By
 KR0793  HISTORY     - 1935     MONUMENTED       CGS
 KR0793
 KR0793                          STATION DESCRIPTION
 KR0793
 KR0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0793'7.9 MI NE FROM DAYTON.
 KR0793'7.9 MILES NORTHEAST ALONG U.S. HWY. NO. 50.  AT FOOT OF LARGE MOUNTAIN
 KR0793'RANGE, 600 FEET NORTH OF SMALL MOUND.  61.3 FEET SOUTH OF CENTERLINE
 KR0793'OF HIGHWAY, 52.2 FEET SOUTH OF SOUTHEAST HEADWALL OF SMALL CONCRETE
 KR0793'CULVERT, AND 27 FEET SOUTHWEST OF A STATE HIGHWAY BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0705 ***********************************************************************
 KR0705  DESIGNATION -  H 201
 KR0705  PID         -  KR0705
 KR0705  STATE/COUNTY-  NV/STOREY
 KR0705  USGS QUAD   -  DERBY DAM (1985)
 KR0705
 KR0705                         *CURRENT SURVEY CONTROL
 KR0705  ___________________________________________________________________
 KR0705* NAD 83(1986)-  39 32 39.     (N)    119 26 56.     (W)     SCALED    
 KR0705* NAVD 88     -      1396.75   (+/-2cm)    4582.5    (feet)  VERTCON   
 KR0705  ___________________________________________________________________
 KR0705  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 KR0705
 KR0705  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0705
 KR0705.The horizontal coordinates were scaled from a topographic map and have
 KR0705.an estimated accuracy of +/- 6 seconds.
 KR0705
 KR0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0705.The vertical order pertains to the NGVD 29 superseded value.
 KR0705
 KR0705.The geoid height was determined by GEOID03.
 KR0705
 KR0705;                    North         East    Units  Estimated Accuracy
 KR0705;SPC NV W     - 4,532,360.      725,610.      MT  (+/- 180 meters Scaled)
 KR0705
 KR0705                          SUPERSEDED SURVEY CONTROL
 KR0705
 KR0705  NGVD 29 (??/??/92) 1395.725  (m)         4579.14   (f) ADJ UNCH    2 0
 KR0705
 KR0705.Superseded values are not recommended for survey control.
 KR0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0705.See file dsdata.txt to determine how the superseded data were derived.
 KR0705
 KR0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD895800(NAD 83)
 KR0705_MARKER: DB = BENCH MARK DISK
 KR0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0705_STAMPING: H 201 1935
 KR0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0705+STABILITY: SURFACE MOTION
 KR0705
 KR0705  HISTORY     - Date     Condition        Report By
 KR0705  HISTORY     - 1935     MONUMENTED       CGS
 KR0705  HISTORY     - 1935     GOOD             NGS
 KR0705
 KR0705                          STATION DESCRIPTION
 KR0705
 KR0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0705'3.0 MI SE FROM CLARK.
 KR0705'3.0 MILES SOUTHEAST ALONG ROAD TO RAMSEY.  JUST WEST OF SMALL RIVER
 KR0705'BED, NEAR THE CENTER OF LONG GRADE SLOPING TO THE SOUTH.  87.1 FEET
 KR0705'WEST OF WEST BANK OF SMALL RIVER, 33.7 FEET WEST OF CENTERLINE OF
 KR0705'ROAD.
 KR0705
 KR0705                          STATION RECOVERY (1935)
 KR0705
 KR0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KR0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0327 ***********************************************************************
 JR0327  DESIGNATION -  H 202
 JR0327  PID         -  JR0327
 JR0327  STATE/COUNTY-  NV/LYON
 JR0327  USGS QUAD   -  YERINGTON (1986)
 JR0327
 JR0327                         *CURRENT SURVEY CONTROL
 JR0327  ___________________________________________________________________
 JR0327* NAD 83(1986)-  38 53 45.     (N)    119 08 51.     (W)     SCALED    
 JR0327* NAVD 88     -      1360.28   (+/-2cm)    4462.9    (feet)  VERTCON   
 JR0327  ___________________________________________________________________
 JR0327  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 JR0327
 JR0327  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0327
 JR0327.The horizontal coordinates were scaled from a topographic map and have
 JR0327.an estimated accuracy of +/- 6 seconds.
 JR0327
 JR0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0327.The vertical order pertains to the NGVD 29 superseded value.
 JR0327
 JR0327.The geoid height was determined by GEOID03.
 JR0327
 JR0327;                    North         East    Units  Estimated Accuracy
 JR0327;SPC NV W     - 4,460,190.      751,060.      MT  (+/- 180 meters Scaled)
 JR0327
 JR0327                          SUPERSEDED SURVEY CONTROL
 JR0327
 JR0327  NGVD 29 (??/??/92) 1359.227  (m)         4459.40   (f) ADJ UNCH    2 0
 JR0327
 JR0327.Superseded values are not recommended for survey control.
 JR0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0327.See file dsdata.txt to determine how the superseded data were derived.
 JR0327
 JR0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD137074(NAD 83)
 JR0327_MARKER: DB = BENCH MARK DISK
 JR0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0327_STAMPING: H 202 1935
 JR0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0327+STABILITY: SURFACE MOTION
 JR0327
 JR0327  HISTORY     - Date     Condition        Report By
 JR0327  HISTORY     - 1935     MONUMENTED       CGS
 JR0327  HISTORY     - 1951     GOOD             NGS
 JR0327
 JR0327                          STATION DESCRIPTION
 JR0327
 JR0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0327'6.7 MI S FROM YERINGTON.
 JR0327'0.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0327'YERINGTON, THENCE 6.5 MILES SOUTH ALONG STATE HIGHWAY 3, 0.2
 JR0327'MILES NORTHWEST OF THE Y JUNCTION OF A GRAVEL ROAD LEADING
 JR0327'NORTH, AT THE NORTHWEST END OF A LONG CURVE IN THE HIGHWAY, 28
 JR0327'FEET NORTHEAST OF A 6-FOOT BY 4-FOOT CONCRETE BOX CULVERT OVER
 JR0327'AN IRRIGATION DITCH, 27 FEET NORTH OF THE CENTER LINE OF THE
 JR0327'HIGHWAY, 42 FEET SOUTH OF A WIRE FENCE, 2 FEET SOUTH OF POWER
 JR0327'LINE POLE NO. 16069, AND SET IN THE TOP OF A CONCRETE POST
 JR0327'PROJECTING 0.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1055 ***********************************************************************
 KR1055  DESIGNATION -  H 208
 KR1055  PID         -  KR1055
 KR1055  STATE/COUNTY-  NV/WASHOE
 KR1055  USGS QUAD   -  MARLETTE LAKE (1992)
 KR1055
 KR1055                         *CURRENT SURVEY CONTROL
 KR1055  ___________________________________________________________________
 KR1055* NAD 83(1986)-  39 12 04.     (N)    119 55 46.     (W)     SCALED    
 KR1055* NAVD 88     -      1906.38   (+/-2cm)    6254.5    (feet)  VERTCON   
 KR1055  ___________________________________________________________________
 KR1055  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 KR1055
 KR1055  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1055
 KR1055.The horizontal coordinates were scaled from a topographic map and have
 KR1055.an estimated accuracy of +/- 6 seconds.
 KR1055
 KR1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1055.The vertical order pertains to the NGVD 29 superseded value.
 KR1055
 KR1055.The geoid height was determined by GEOID03.
 KR1055
 KR1055;                    North         East    Units  Estimated Accuracy
 KR1055;SPC NV W     - 4,494,790.      683,730.      MT  (+/- 180 meters Scaled)
 KR1055
 KR1055                          SUPERSEDED SURVEY CONTROL
 KR1055
 KR1055  NGVD 29 (??/??/92) 1905.120  (m)         6250.38   (f) ADJ UNCH    2 0
 KR1055
 KR1055.Superseded values are not recommended for survey control.
 KR1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1055.See file dsdata.txt to determine how the superseded data were derived.
 KR1055
 KR1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD470431(NAD 83)
 KR1055_MARKER: DB = BENCH MARK DISK
 KR1055_SETTING: 80 = SET IN A BOULDER
 KR1055_STAMPING: H 208 1935
 KR1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1055+STABILITY: SURFACE MOTION
 KR1055
 KR1055  HISTORY     - Date     Condition        Report By
 KR1055  HISTORY     - 1935     MONUMENTED       CGS
 KR1055  HISTORY     - 1941     GOOD             NGS
 KR1055
 KR1055                          STATION DESCRIPTION
 KR1055
 KR1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KR1055'7.7 MI E FROM TAHOE.
 KR1055'IN WASHOE COUNTY, 7.7 MILES EAST AND SOUTH ALONG STATE HIGHWAY 28 FROM
 KR1055'THE NEVADA-CALIFORNIA STATE LINE, ON THE SHORE OF LAKE TAHOE, AT THE
 KR1055'POINT WHERE THE HIGHWAY HAS WIDENED OUT FOR PARKING AUTOMOBILES NEAR A
 KR1055'SANDY BEACH (THIS BEACH IS ON PROPERTY OWNED IN 1935 BY THE HOBERT
 KR1055'ESTATES), 1000 FEET NORTHEAST OF A BOATHOUSE, 300 FEET NORTHWEST OF
 KR1055'THE ENTRANCE TO THE HOBERT ESTATES, 200 FEET EAST OF THE EAST SHORE OF
 KR1055'THE LAKE, 38 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND IN
 KR1055'THE TOP OF A LARGE FLAT BOULDER PROJECTING 2 FEET ABOVE GROUND. A
 KR1055'STANDARD DISK, STAMPED H 208 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1086 ***********************************************************************
 KR1086  DESIGNATION -  H 209
 KR1086  PID         -  KR1086
 KR1086  STATE/COUNTY-  NV/DOUGLAS
 KR1086  USGS QUAD   -  MC TARNAHAN HILL (1994)
 KR1086
 KR1086                         *CURRENT SURVEY CONTROL
 KR1086  ___________________________________________________________________
 KR1086* NAD 83(1986)-  39 04 06.     (N)    119 42 18.     (W)     SCALED    
 KR1086* NAVD 88     -      1545.64   (+/-2cm)    5071.0    (feet)  VERTCON   
 KR1086  ___________________________________________________________________
 KR1086  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR1086
 KR1086  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1086
 KR1086.The horizontal coordinates were scaled from a topographic map and have
 KR1086.an estimated accuracy of +/- 6 seconds.
 KR1086
 KR1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1086.The vertical order pertains to the NGVD 29 superseded value.
 KR1086
 KR1086.The geoid height was determined by GEOID03.
 KR1086
 KR1086;                    North         East    Units  Estimated Accuracy
 KR1086;SPC NV W     - 4,479,780.      702,940.      MT  (+/- 180 meters Scaled)
 KR1086
 KR1086                          SUPERSEDED SURVEY CONTROL
 KR1086
 KR1086  NGVD 29 (??/??/92) 1544.499  (m)         5067.24   (f) ADJ UNCH    2 0
 KR1086
 KR1086.Superseded values are not recommended for survey control.
 KR1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1086.See file dsdata.txt to determine how the superseded data were derived.
 KR1086
 KR1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD659278(NAD 83)
 KR1086_MARKER: DB = BENCH MARK DISK
 KR1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1086_STAMPING: H 209 1935
 KR1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1086+STABILITY: SURFACE MOTION
 KR1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1086+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2002
 KR1086
 KR1086  HISTORY     - Date     Condition        Report By
 KR1086  HISTORY     - 1935     MONUMENTED       CGS
 KR1086  HISTORY     - 1972     GOOD             NGS
 KR1086  HISTORY     - 20020220 GOOD             NVGS
 KR1086
 KR1086                          STATION DESCRIPTION
 KR1086
 KR1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR1086'4.9 MI E FROM STEWART.
 KR1086'IN DOUGLASS COUNTY, 4.9 MILES EAST ALONG THE WABUSKA ROAD FROM THE
 KR1086'POST OFFICE AT STEWART, ORMSBY COUNTY, 2.6 MILES EAST OF THE RUINS OF
 KR1086'THE OLD MCTARNAHAN BRIDGE, 0.1 MILE EAST OF THE FOOT OF A HILL, AT THE
 KR1086'TOP OF A SMALL KNOLL OVERLOOKING CARSON VALLEY, AND 16 FEET WEST OF
 KR1086'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED H 209 1935 AND
 KR1086'SET IN THE TOP OF A CONCRETE POST.
 KR1086
 KR1086                          STATION RECOVERY (1972)
 KR1086
 KR1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KR1086'RECOVERED IN GOOD CONDITION.
 KR1086
 KR1086                          STATION RECOVERY (2002)
 KR1086
 KR1086'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 KR1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1184 ***********************************************************************
 KR1184  DESIGNATION -  H 21
 KR1184  PID         -  KR1184
 KR1184  STATE/COUNTY-  NV/WASHOE
 KR1184  USGS QUAD   -  SUTCLIFFE (1980)
 KR1184
 KR1184                         *CURRENT SURVEY CONTROL
 KR1184  ___________________________________________________________________
 KR1184* NAD 83(1986)-  39 58 53.     (N)    119 37 17.     (W)     SCALED    
 KR1184* NAVD 88     -      1189.129  (meters)    3901.33   (feet)  ADJUSTED  
 KR1184  ___________________________________________________________________
 KR1184  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 KR1184  DYNAMIC HT  -        1188.162 (meters)    3898.16  (feet)  COMP
 KR1184  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 KR1184
 KR1184  VERT ORDER  -  FIRST     CLASS II
 KR1184
 KR1184.The horizontal coordinates were scaled from a topographic map and have
 KR1184.an estimated accuracy of +/- 6 seconds.
 KR1184
 KR1184.The orthometric height was determined by differential leveling
 KR1184.and adjusted by the National Geodetic Survey in June 1991..
 KR1184
 KR1184.The geoid height was determined by GEOID03.
 KR1184
 KR1184.The dynamic height is computed by dividing the NAVD 88
 KR1184.geopotential number by the normal gravity value computed on the
 KR1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1184.degrees latitude (g = 980.6199 gals.).
 KR1184
 KR1184.The modeled gravity was interpolated from observed gravity values.
 KR1184
 KR1184;                    North         East    Units  Estimated Accuracy
 KR1184;SPC NV W     - 4,581,060.      711,340.      MT  (+/- 180 meters Scaled)
 KR1184
 KR1184                          SUPERSEDED SURVEY CONTROL
 KR1184
 KR1184  NGVD 29 (??/??/92) 1188.143  (m)         3898.10   (f) ADJ UNCH    1 2
 KR1184
 KR1184.Superseded values are not recommended for survey control.
 KR1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1184.See file dsdata.txt to determine how the superseded data were derived.
 KR1184
 KR1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE761289(NAD 83)
 KR1184_MARKER: DB = BENCH MARK DISK
 KR1184_SETTING: 66 = SET IN ROCK OUTCROP
 KR1184_SP_SET: RED ROCK
 KR1184_STAMPING: 3897.869 H 21 1931
 KR1184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1184+STABILITY: POSITION/ELEVATION WELL
 KR1184
 KR1184  HISTORY     - Date     Condition        Report By
 KR1184  HISTORY     - 1931     MONUMENTED       CGS
 KR1184  HISTORY     - 1941     GOOD             NGS
 KR1184
 KR1184                          STATION DESCRIPTION
 KR1184
 KR1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 KR1184'2.7 MI N FROM SUTCLIFFE.
 KR1184'2.7 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 KR1184'STATION AT SUTCLIFFE, WASHOE COUNTY, 400 FEET SOUTH OF MILEPOST 311,
 KR1184'60 FEET WEST OF THE TRACK, AND IN THE TIP OF A SHELF IN A LARGE RED
 KR1184'ROCK.  A STANDARD DISK, STAMPED 3897.869 H 21 1931.
 KR1184
 KR1184                          STATION RECOVERY (1941)
 KR1184
 KR1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KR1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0821 ***********************************************************************
 KR0821  DESIGNATION -  H 210
 KR0821  PID         -  KR0821
 KR0821  STATE/COUNTY-  NV/LYON
 KR0821  USGS QUAD   -  MOUNT COMO (1993)
 KR0821
 KR0821                         *CURRENT SURVEY CONTROL
 KR0821  ___________________________________________________________________
 KR0821* NAD 83(1986)-  39 02 47.     (N)    119 25 59.     (W)     SCALED    
 KR0821* NAVD 88     -      1737.42   (+/-2cm)    5700.2    (feet)  VERTCON   
 KR0821  ___________________________________________________________________
 KR0821  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 KR0821
 KR0821  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0821
 KR0821.The horizontal coordinates were scaled from a topographic map and have
 KR0821.an estimated accuracy of +/- 6 seconds.
 KR0821
 KR0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0821.The vertical order pertains to the NGVD 29 superseded value.
 KR0821
 KR0821.The geoid height was determined by GEOID03.
 KR0821
 KR0821;                    North         East    Units  Estimated Accuracy
 KR0821;SPC NV W     - 4,477,090.      726,450.      MT  (+/- 180 meters Scaled)
 KR0821
 KR0821                          SUPERSEDED SURVEY CONTROL
 KR0821
 KR0821  NGVD 29 (??/??/92) 1736.256  (m)         5696.37   (f) ADJ UNCH    2 0
 KR0821
 KR0821.Superseded values are not recommended for survey control.
 KR0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0821.See file dsdata.txt to determine how the superseded data were derived.
 KR0821
 KR0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD894247(NAD 83)
 KR0821_MARKER: DB = BENCH MARK DISK
 KR0821_SETTING: 80 = SET IN A BOULDER
 KR0821_STAMPING: H 210 1935
 KR0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0821+STABILITY: SURFACE MOTION
 KR0821
 KR0821  HISTORY     - Date     Condition        Report By
 KR0821  HISTORY     - 1935     MONUMENTED       CGS
 KR0821  HISTORY     - 1957     GOOD             USGS
 KR0821  HISTORY     - 1984     MARK NOT FOUND   USGS
 KR0821
 KR0821                          STATION DESCRIPTION
 KR0821
 KR0821'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 KR0821'5.3 MI SE FROM SUNRISE PASS.
 KR0821'BENCH MARK IS APPROXIMATELY 5.3 MILES SOUTHEAST ALONG ROAD FROM SUMMIT
 KR0821'OF SUNRISE PASS IN THE PINE NUT MOUNTAINS, 126 FEET WEST OF CENTERLINE
 KR0821'OF EXISTING ROAD, 39 FEET EAST OF A FENCE, 100 FEET S 4 DEG. W FROM
 KR0821'THE SOUTHERNMOST OF 2 PINYON PINE TREES, IN TOP OF A 2 FOOT GRANITE
 KR0821'BOULDER PROJECTING 1 FOOT ABOVE THE GROUND.
 KR0821
 KR0821                          STATION RECOVERY (1984)
 KR0821
 KR0821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0392 ***********************************************************************
 JR0392  DESIGNATION -  H 211
 JR0392  PID         -  JR0392
 JR0392  STATE/COUNTY-  NV/LYON
 JR0392  USGS QUAD   -  OREANA PEAK (1986)
 JR0392
 JR0392                         *CURRENT SURVEY CONTROL
 JR0392  ___________________________________________________________________
 JR0392* NAD 83(1986)-  38 52 10.     (N)    119 24 04.     (W)     SCALED    
 JR0392* NAVD 88     -      1454.93   (+/-2cm)    4773.4    (feet)  VERTCON   
 JR0392  ___________________________________________________________________
 JR0392  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 JR0392
 JR0392  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0392
 JR0392.The horizontal coordinates were scaled from a topographic map and have
 JR0392.an estimated accuracy of +/- 6 seconds.
 JR0392
 JR0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0392.The vertical order pertains to the NGVD 29 superseded value.
 JR0392
 JR0392.The geoid height was determined by GEOID03.
 JR0392
 JR0392;                    North         East    Units  Estimated Accuracy
 JR0392;SPC NV W     - 4,457,420.      729,040.      MT  (+/- 180 meters Scaled)
 JR0392
 JR0392                          SUPERSEDED SURVEY CONTROL
 JR0392
 JR0392  NGVD 29 (??/??/92) 1453.811  (m)         4769.71   (f) ADJ UNCH    2 0
 JR0392
 JR0392.Superseded values are not recommended for survey control.
 JR0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0392.See file dsdata.txt to determine how the superseded data were derived.
 JR0392
 JR0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD916050(NAD 83)
 JR0392_MARKER: DB = BENCH MARK DISK
 JR0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0392_STAMPING: H 211 1935
 JR0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0392+STABILITY: SURFACE MOTION
 JR0392
 JR0392  HISTORY     - Date     Condition        Report By
 JR0392  HISTORY     - 1935     MONUMENTED       CGS
 JR0392  HISTORY     - 1983     MARK NOT FOUND   USGS
 JR0392
 JR0392                          STATION DESCRIPTION
 JR0392
 JR0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0392'9.2 MI N FROM WELLINGTON.
 JR0392'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 JR0392'AT WELLINGTON, LYON COUNTY, THENCE 8.2 MILES NORTH ALONG A
 JR0392'GRAVEL ROAD LEADING TO ARTESIA, 117 FEET NORTH OF THE NORTH
 JR0392'SIDE OF A LARGE FARMHOUSE, 51 FEET NORTHEAST OF A STAND OF
 JR0392'POPLAR TREES, 60 FEET EAST OF THE EAST SIDE OF A WATER TANK,
 JR0392'17 FEET WEST OF THE WEST SIDE OF A CONCRETE ICE HOUSE, 16.9
 JR0392'FEET NORTH OF THE CENTERLINE OF THE ROAD, 9 FEET WEST OF POWER
 JR0392'POLE 16702, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 JR0392'STANDARD DISK, STAMPED H 211 1935 AND SET IN THE TOP OF A
 JR0392'CONCRETE POST.
 JR0392
 JR0392                          STATION RECOVERY (1983)
 JR0392
 JR0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JR0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0148 ***********************************************************************
 JR0148  DESIGNATION -  H 212
 JR0148  PID         -  JR0148
 JR0148  STATE/COUNTY-  NV/LYON
 JR0148  USGS QUAD   -  MITCHELL SPRING (1989)
 JR0148
 JR0148                         *CURRENT SURVEY CONTROL
 JR0148  ___________________________________________________________________
 JR0148* NAD 83(1986)-  38 32 07.     (N)    118 55 49.     (W)     SCALED    
 JR0148* NAVD 88     -      1637.94   (+/-2cm)    5373.8    (feet)  VERTCON   
 JR0148  ___________________________________________________________________
 JR0148  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 JR0148
 JR0148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0148
 JR0148.The horizontal coordinates were scaled from a topographic map and have
 JR0148.an estimated accuracy of +/- 6 seconds.
 JR0148
 JR0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0148.The vertical order pertains to the NGVD 29 superseded value.
 JR0148
 JR0148.The geoid height was determined by GEOID03.
 JR0148
 JR0148;                    North         East    Units  Estimated Accuracy
 JR0148;SPC NV W     - 4,420,070.      769,750.      MT  (+/- 180 meters Scaled)
 JR0148
 JR0148                          SUPERSEDED SURVEY CONTROL
 JR0148
 JR0148  NGVD 29 (??/??/92) 1636.727  (m)         5369.83   (f) ADJ UNCH    2 0
 JR0148
 JR0148.Superseded values are not recommended for survey control.
 JR0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0148.See file dsdata.txt to determine how the superseded data were derived.
 JR0148
 JR0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC317669(NAD 83)
 JR0148_MARKER: DB = BENCH MARK DISK
 JR0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0148_STAMPING: H 212 1935
 JR0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0148+STABILITY: SURFACE MOTION
 JR0148
 JR0148  HISTORY     - Date     Condition        Report By
 JR0148  HISTORY     - 1935     MONUMENTED       CGS
 JR0148  HISTORY     - 1940     GOOD             NGS
 JR0148
 JR0148                          STATION DESCRIPTION
 JR0148
 JR0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0148'3.9 MI SE FROM WICHMAN.
 JR0148'TO REACH FROM WICHMAN POST OFFICE GO 2.0 MILES SOUTHEAST TO
 JR0148'BRIDGE OVER EAST WALKER RIVER, THENCE 0.5 MILES SOUTHEAST TO
 JR0148'PASS BETWEEN HILLS INTO COAL VALLEY, THENCE 0.5 MILES SOUTH
 JR0148'SOUTHEAST TO ROAD FORK, THENCE 0.9 MILES SOUTHEAST (LEFT).
 JR0148'1.9 MILES SOUTHEAST OF OLD MORGAN RANCH, 100 FEET NORTHEAST OF
 JR0148'SAGE COVERED ROCKY HILL, 37 FEET SOUTHWEST OF CENTERLINE OF
 JR0148'ROAD.  STANDARD TABLET SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0129 ***********************************************************************
 JR0129  CBN         -  This is a Cooperative Base Network Control Station.
 JR0129  DESIGNATION -  H 213
 JR0129  PID         -  JR0129
 JR0129  STATE/COUNTY-  NV/MINERAL
 JR0129  USGS QUAD   -  COPPER CANYON (1988)
 JR0129
 JR0129                         *CURRENT SURVEY CONTROL
 JR0129  ___________________________________________________________________
 JR0129* NAD 83(1999)-  38 44 41.68181(N)    118 51 30.00383(W)     ADJUSTED  
 JR0129* NAVD 88     -      2088.04   (meters)    6850.5    (feet)  LEVELING  
 JR0129  ___________________________________________________________________
 JR0129  EPOCH DATE  -        1999.37
 JR0129  X           -  -2,404,882.585 (meters)                     COMP
 JR0129  Y           -  -4,363,934.841 (meters)                     COMP
 JR0129  Z           -   3,971,561.528 (meters)                     COMP
 JR0129  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 JR0129  ELLIP HEIGHT-        2063.47  (meters)          (10/30/00) GPS OBS
 JR0129  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 JR0129
 JR0129  HORZ ORDER  -  B
 JR0129  VERT ORDER  -  THIRD
 JR0129  ELLP ORDER  -  FIRST     CLASS II
 JR0129
 JR0129.The horizontal coordinates were established by GPS observations
 JR0129.and adjusted by the National Geodetic Survey in October 2000..
 JR0129.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 JR0129.DATUM ITEM on the data sheet items page.
 JR0129.The horizontal coordinates are valid at the epoch date displayed above.
 JR0129.The epoch date for horizontal control is a decimal equivalence
 JR0129.of Year/Month/Day.
 JR0129
 JR0129.The orthometric height was determined by differential leveling.
 JR0129.The vertical network tie was performed by a horz. field party for horz.
 JR0129.obs reductions. Reset procedures were used to establish the elevation.
 JR0129
 JR0129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JR0129
 JR0129.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0129
 JR0129.The ellipsoidal height was determined by GPS observations
 JR0129.and is referenced to NAD 83.
 JR0129
 JR0129.The geoid height was determined by GEOID03.
 JR0129
 JR0129;                    North         East     Units Scale Factor Converg.
 JR0129;SPC NV W     - 4,443,319.088   776,094.717   MT  0.99990703   -0 10 19.6
 JR0129;SPC NV W     -14,577,789.37  2,546,237.42   sFT  0.99990703   -0 10 19.6
 JR0129;UTM  11      - 4,290,109.223   338,501.174   MT  0.99992118   -1 09 47.9
 JR0129
 JR0129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0129!SPC NV W     -   0.99967634  x   0.99990703  =   0.99958340
 JR0129!UTM  11      -   0.99967634  x   0.99992118  =   0.99959755
 JR0129
 JR0129                          SUPERSEDED SURVEY CONTROL
 JR0129
 JR0129  NAD 83(1994)-  38 44 41.67977(N)    118 51 29.99946(W) AD(       ) B
 JR0129  ELLIP H (03/30/95) 2063.59   (m)                       GP(       ) 4 1
 JR0129  NGVD 29 (??/??/92) 2086.799  (m)         6846.44   (f) ADJ UNCH    2 0
 JR0129
 JR0129.Superseded values are not recommended for survey control.
 JR0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0129.See file dsdata.txt to determine how the superseded data were derived.
 JR0129
 JR0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC3850190109(NAD 83)
 JR0129_MARKER: DB = BENCH MARK DISK
 JR0129_SETTING: 66 = SET IN ROCK OUTCROP
 JR0129_SP_SET: UNSPECIFIED
 JR0129_STAMPING: H 213 1935
 JR0129_MARK LOGO: CGS   
 JR0129_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JR0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0129+STABILITY: POSITION/ELEVATION WELL
 JR0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JR0129+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1994
 JR0129
 JR0129  HISTORY     - Date     Condition        Report By
 JR0129  HISTORY     - 1935     MONUMENTED       CGS
 JR0129  HISTORY     - 19840508 GOOD             USGS
 JR0129  HISTORY     - 19940621 GOOD             NVBMG
 JR0129
 JR0129                          STATION DESCRIPTION
 JR0129
 JR0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0129'32.4 MI SE FROM YERINGTON.
 JR0129'32.4 MILES SOUTHEAST BY ROADS.  ALONG SUMMIT SPRINGS WAGON
 JR0129'ROAD BETWEEN WICHMAN AND SCHURZ.  TO REACH FROM COURTHOUSE GO
 JR0129'10.2 MILES SOUTH ALONG NEVADA STATE HIGHWAY NO. 3, THENCE TURN
 JR0129'LEFT AND GO 3.8 MILES ALONG GRADED ROAD, THENCE TURN RIGHT AND
 JR0129'GO 10.5 MILES SOUTHEAST ALONG GRADED ROAD TO SIGN WHICH SHOWS
 JR0129'WAGON ROAD TO SUNNY SLOPES MINE, THENCE, TURN LEFT AND GO 7.9
 JR0129'MILES SOUTHEAST ALONG WAGON ROAD.  MARK IS ON THE NORTH SLOPE
 JR0129'OF HILL NEAR THE FOOT, ABOUT 2 MILES WEST OF THE SUMMIT OF
 JR0129'MOUNTAIN, 28 FEET NORTHEAST OF LARGE BLAZED PINE TREE, AND 24
 JR0129'FEET EAST OF THE CENTER LINE OF WAGON ROAD.
 JR0129
 JR0129                          STATION RECOVERY (1984)
 JR0129
 JR0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RBR)
 JR0129'RECOVERED IN GOOD CONDITION.
 JR0129
 JR0129                          STATION RECOVERY (1994)
 JR0129
 JR0129'RECOVERY NOTE BY NEVADA BUREAU OF MINES AND GEOLOGY 1994
 JR0129'THE STATION IS LOCATED ABOUT 37 KM (23.00 MI) SOUTHEAST OF YERINGTON
 JR0129'AND 32 KM (19.90 MI) NORTHWEST OF HAWTHORNE, IN THE WASSUK RANGE. HIGH
 JR0129'CLEARANCE 4WD IS REQUIRED FOR THE LAST 4.4 KM (2.75 MI) TO STATION. TO
 JR0129'REACH THE STATION FROM THE INTERSECTION STATE ROUTE 208 (SOUTH MAIN)
 JR0129'AND EAST BRIDGER STREET IN YERINGTON, GO SOUTH ON S.R. 208 FOR 15.8 KM
 JR0129'(9.80 MI) TO THE INTERSECTION OF MINISTER ROAD.  TURN LEFT ONTO
 JR0129'MINISTER ROAD AND GO 6.2 KM (3.85 MI) TO THE INTERSECTION OF EAST
 JR0129'WALKER ROAD E.  TURN RIGHT ONTO EAST WALKER ROAD E. AND GO 16.3 KM
 JR0129'(10.10 MI) TO AN INTERSECTION WITH A DIRT ROAD PARALLELING A
 JR0129'SINGLE-POLE POWER LINE. TURN RIGHT ONTO POLE LINE ROAD AND GO 8.1 KM
 JR0129'(5.05 MI)  TO A WIRE GATE AND A FOUR-WAY INTERSECTION (4WD IS REQUIRED
 JR0129'AT THIS POINT).  TURN RIGHT AT THE FOUR-WAY INTERSECTION AND GO 0.56
 JR0129'KM (0.35 MI) TO A DIRT ROAD INTERSECTION.  TURN RIGHT AND GO 0.15 KM
 JR0129'(0.10 MI) TO A DIRT ROAD INTERSECTION AT THE END OF AN ELONGATED HILL.
 JR0129'TURN LEFT ONTO ROAD IN A WASH AND GO 0.5 KM (0.30 MI) UP WASH TO WHERE
 JR0129'ROAD EXITS WASH.  CONTINUE AHEAD ON ROAD FOR 1.05 KM (0.65 MI) TO A
 JR0129'WATER TANK AND ROAD BEARING LEFT. CONTINUE ON THE POOR ROAD FOR 2.2 KM
 JR0129'(1.35 MI) TO THE END OF ROAD. PARK AND HIKE 0.5 KM (0.30 MI) UP BOTTOM
 JR0129'OF CANYON TO THE STATION. THE STATION IS A STANDARD DISK SET IN A
 JR0129'BEDROCK OUTCROP ON THE SOUTH SIDE OF WASH. DESCRIBED BY NEVADA BUREAU
 JR0129'OF MINES AND GEOLOGY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0199 ***********************************************************************
 JR0199  DESIGNATION -  H 214
 JR0199  PID         -  JR0199
 JR0199  STATE/COUNTY-  NV/MINERAL
 JR0199  USGS QUAD   -  SCHURZ (1988)
 JR0199
 JR0199                         *CURRENT SURVEY CONTROL
 JR0199  ___________________________________________________________________
 JR0199* NAD 83(1986)-  38 58 47.     (N)    118 48 25.     (W)     SCALED    
 JR0199* NAVD 88     -      1276.84   (+/-2cm)    4189.1    (feet)  VERTCON   
 JR0199  ___________________________________________________________________
 JR0199  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 JR0199
 JR0199  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0199
 JR0199.The horizontal coordinates were scaled from a topographic map and have
 JR0199.an estimated accuracy of +/- 6 seconds.
 JR0199
 JR0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0199.The vertical order pertains to the NGVD 29 superseded value.
 JR0199
 JR0199.The geoid height was determined by GEOID03.
 JR0199
 JR0199;                    North         East    Units  Estimated Accuracy
 JR0199;SPC NV W     - 4,469,370.      780,630.      MT  (+/- 180 meters Scaled)
 JR0199
 JR0199                          SUPERSEDED SURVEY CONTROL
 JR0199
 JR0199  NGVD 29 (??/??/92) 1275.780  (m)         4185.62   (f) ADJ UNCH    1 2
 JR0199
 JR0199.Superseded values are not recommended for survey control.
 JR0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0199.See file dsdata.txt to determine how the superseded data were derived.
 JR0199
 JR0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD434160(NAD 83)
 JR0199_MARKER: DB = BENCH MARK DISK
 JR0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0199_STAMPING: H 214 1935
 JR0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0199+STABILITY: SURFACE MOTION
 JR0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JR0199+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2001
 JR0199
 JR0199  HISTORY     - Date     Condition        Report By
 JR0199  HISTORY     - 1935     MONUMENTED       CGS
 JR0199  HISTORY     - 1955     GOOD             NGS
 JR0199  HISTORY     - 20011213 GOOD             NVGS
 JR0199
 JR0199                          STATION DESCRIPTION
 JR0199
 JR0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0199'2.1 MI N FROM SCHURZ.
 JR0199'2.1 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE CROSSING OF THE
 JR0199'SOUTH PACIFIC COMPANY RAILROAD AT SCHURZ, 0.2 MILE NORTH OF AN
 JR0199'18-INCH CORRUGATED METAL PIPE CULVERT, ACROSS THE HIGHWAY FROM A
 JR0199'BLADED DRAINAGE DITCH, 46.4 FEET EAST OF THE CENTER LINE OF THE
 JR0199'HIGHWAY, 2.0 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 JR0199'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JR0199'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JR0199
 JR0199                          STATION RECOVERY (2001)
 JR0199
 JR0199'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 JR0199'SET AN ORANGE CARSONITE POST 3 FEET EAST OF STATION FOR WITNESS WITH
 JR0199'SIGN PLEASE DO NOT DISTURB NEARBY SURVEY MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0378 ***********************************************************************
 JR0378  DESIGNATION -  H 217
 JR0378  PID         -  JR0378
 JR0378  STATE/COUNTY-  NV/LYON
 JR0378  USGS QUAD   -  YERINGTON SE (1986)
 JR0378
 JR0378                         *CURRENT SURVEY CONTROL
 JR0378  ___________________________________________________________________
 JR0378* NAD 83(1986)-  38 46 50.     (N)    119 01 42.     (W)     SCALED    
 JR0378* NAVD 88     -      1413.17   (+/-2cm)    4636.4    (feet)  VERTCON   
 JR0378  ___________________________________________________________________
 JR0378  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 JR0378
 JR0378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0378
 JR0378.The horizontal coordinates were scaled from a topographic map and have
 JR0378.an estimated accuracy of +/- 6 seconds.
 JR0378
 JR0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0378.The vertical order pertains to the NGVD 29 superseded value.
 JR0378
 JR0378.The geoid height was determined by GEOID03.
 JR0378
 JR0378;                    North         East    Units  Estimated Accuracy
 JR0378;SPC NV W     - 4,447,330.      761,340.      MT  (+/- 180 meters Scaled)
 JR0378
 JR0378                          SUPERSEDED SURVEY CONTROL
 JR0378
 JR0378  NGVD 29 (??/??/92) 1412.054  (m)         4632.71   (f) ADJ UNCH    2 0
 JR0378
 JR0378.Superseded values are not recommended for survey control.
 JR0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0378.See file dsdata.txt to determine how the superseded data were derived.
 JR0378
 JR0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC238943(NAD 83)
 JR0378_MARKER: DB = BENCH MARK DISK
 JR0378_SETTING: 66 = SET IN ROCK OUTCROP
 JR0378_SP_SET: ROCK OUTCROP
 JR0378_STAMPING: H 217 1935
 JR0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0378+STABILITY: POSITION/ELEVATION WELL
 JR0378
 JR0378  HISTORY     - Date     Condition        Report By
 JR0378  HISTORY     - 1935     MONUMENTED       CGS
 JR0378  HISTORY     - 1940     GOOD             NGS
 JR0378
 JR0378                          STATION DESCRIPTION
 JR0378
 JR0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0378'21.2 MI SE FROM YERINGTON.
 JR0378'11.0 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 JR0378'YERINGTON, LYON COUNTY, THENCE 3.8 MILES EAST ALONG A GRADED ROAD
 JR0378'LEADING TO A ROAD JUNCTION 0.1 MILE EAST OF A BRIDGE OVER EAST
 JR0378'WALKER RIVER, AND THENCE 6.4 MILES SOUTHEAST ALONG THE EAST WALKER
 JR0378'ROAD, 75 FEET EAST OF A LARGE COTTONWOOD TREE, 63 FEET NORTH OF AN
 JR0378'IRRIGATION DITCH, 47 FEET NORTH OF A FENCE, 50 FEET NORTH OF THE
 JR0378'CENTERLINE OF THE ROAD, IN THE TOP OF A ROCK OUTCROP, AND ABOUT
 JR0378'10 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED H 217 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0365 ***********************************************************************
 KR0365  DESIGNATION -  H 218
 KR0365  PID         -  KR0365
 KR0365  STATE/COUNTY-  NV/MINERAL
 KR0365  USGS QUAD   -  RED RIDGE (1987)
 KR0365
 KR0365                         *CURRENT SURVEY CONTROL
 KR0365  ___________________________________________________________________
 KR0365* NAD 83(1986)-  39 03 44.     (N)    118 35 42.     (W)     SCALED    
 KR0365* NAVD 88     -      1321.42   (+/-2cm)    4335.4    (feet)  VERTCON   
 KR0365  ___________________________________________________________________
 KR0365  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 KR0365
 KR0365  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0365
 KR0365.The horizontal coordinates were scaled from a topographic map and have
 KR0365.an estimated accuracy of +/- 6 seconds.
 KR0365
 KR0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0365.The vertical order pertains to the NGVD 29 superseded value.
 KR0365
 KR0365.The geoid height was determined by GEOID03.
 KR0365
 KR0365;                    North         East    Units  Estimated Accuracy
 KR0365;SPC NV W     - 4,478,510.      798,990.      MT  (+/- 180 meters Scaled)
 KR0365
 KR0365                          SUPERSEDED SURVEY CONTROL
 KR0365
 KR0365  NGVD 29 (??/??/92) 1320.367  (m)         4331.90   (f) ADJ UNCH    1 2
 KR0365
 KR0365.Superseded values are not recommended for survey control.
 KR0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0365.See file dsdata.txt to determine how the superseded data were derived.
 KR0365
 KR0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD620248(NAD 83)
 KR0365_MARKER: DB = BENCH MARK DISK
 KR0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0365_STAMPING: H 218 1935
 KR0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0365+STABILITY: SURFACE MOTION
 KR0365
 KR0365  HISTORY     - Date     Condition        Report By
 KR0365  HISTORY     - 1935     MONUMENTED       CGS
 KR0365  HISTORY     - 1955     GOOD             NGS
 KR0365
 KR0365                          STATION DESCRIPTION
 KR0365
 KR0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0365'13.0 MI W FROM RAWHIDE.
 KR0365'13.0 MILES WEST ALONG A COUNTY GRADED ROAD FROM THE GRUTT BROTHERS
 KR0365'MINING COMPANY OFFICE AT RAWHIDE, 0.35 MILE EAST OF THE Y JUNCTION OF
 KR0365'A GRADED ROAD LEADING WEST AND SIGNS READING RAWHIDE 14 MILES FALLON
 KR0365'39 MILES, 0.15 MILE WEST OF THE CROSSING OF A NORTH-SOUTH FENCE, 122
 KR0365'1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 35 1/2 FEET SOUTH OF
 KR0365'THE CENTER LINE OF A DIM TRACK ROAD (A FORMER ALIGNMENT OF THE PRESENT
 KR0365'ROAD), 1.4 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN
 KR0365'THE ROAD, ABOUT 1 1/2 FEET HIGHER THAN THE TRACK ROAD, AND SET IN THE
 KR0365'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1193 ***********************************************************************
 KR1193  DESIGNATION -  H 22
 KR1193  PID         -  KR1193
 KR1193  STATE/COUNTY-  NV/WASHOE
 KR1193  USGS QUAD   -  VERDI (1982)
 KR1193
 KR1193                         *CURRENT SURVEY CONTROL
 KR1193  ___________________________________________________________________
 KR1193* NAD 83(1986)-  39 37 00.     (N)    119 53 35.     (W)     SCALED    
 KR1193* NAVD 88     -      1623.863  (meters)    5327.62   (feet)  ADJUSTED  
 KR1193  ___________________________________________________________________
 KR1193  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 KR1193  DYNAMIC HT  -        1622.354 (meters)    5322.67  (feet)  COMP
 KR1193  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 KR1193
 KR1193  VERT ORDER  -  SECOND    CLASS 0
 KR1193
 KR1193.The horizontal coordinates were scaled from a topographic map and have
 KR1193.an estimated accuracy of +/- 6 seconds.
 KR1193
 KR1193.The orthometric height was determined by differential leveling
 KR1193.and adjusted by the National Geodetic Survey in June 1991..
 KR1193
 KR1193.The geoid height was determined by GEOID03.
 KR1193
 KR1193.The dynamic height is computed by dividing the NAVD 88
 KR1193.geopotential number by the normal gravity value computed on the
 KR1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1193.degrees latitude (g = 980.6199 gals.).
 KR1193
 KR1193.The modeled gravity was interpolated from observed gravity values.
 KR1193
 KR1193;                    North         East    Units  Estimated Accuracy
 KR1193;SPC NV W     - 4,540,870.      687,540.      MT  (+/- 180 meters Scaled)
 KR1193
 KR1193                          SUPERSEDED SURVEY CONTROL
 KR1193
 KR1193  NGVD 29 (??/??/92) 1622.688  (m)         5323.77   (f) ADJ UNCH    2 0
 KR1193
 KR1193.Superseded values are not recommended for survey control.
 KR1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1193.See file dsdata.txt to determine how the superseded data were derived.
 KR1193
 KR1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD516892(NAD 83)
 KR1193_MARKER: DB = BENCH MARK DISK
 KR1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1193+STABILITY: SURFACE MOTION
 KR1193
 KR1193  HISTORY     - Date     Condition        Report By
 KR1193  HISTORY     - UNK      MONUMENTED       CGS
 KR1193  HISTORY     - 1932     GOOD             NGS
 KR1193  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1193
 KR1193                          STATION DESCRIPTION
 KR1193
 KR1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KR1193'13.1 MI NW FROM RENO.
 KR1193'28 FT. NORTH OF WESTERN PACIFIC R.R. TRACK.  32 FT. EAST OF ROAD
 KR1193'CROSSING.  2 POLES EAST OF ANDERSON STATION ONE MILE SIGN.
 KR1193
 KR1193                          STATION RECOVERY (1967)
 KR1193
 KR1193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0291 ***********************************************************************
 JR0291  DESIGNATION -  H 23
 JR0291  PID         -  JR0291
 JR0291  STATE/COUNTY-  NV/MINERAL
 JR0291  USGS QUAD   -  MINA (1967)
 JR0291
 JR0291                         *CURRENT SURVEY CONTROL
 JR0291  ___________________________________________________________________
 JR0291* NAD 83(1986)-  38 24 44.     (N)    118 05 49.     (W)     SCALED    
 JR0291* NAVD 88     -      1410.444  (meters)    4627.43   (feet)  ADJUSTED  
 JR0291  ___________________________________________________________________
 JR0291  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 JR0291  DYNAMIC HT  -        1408.997 (meters)    4622.68  (feet)  COMP
 JR0291  MODELED GRAV-     979,554.3   (mgal)                       NAVD 88
 JR0291
 JR0291  VERT ORDER  -  FIRST     CLASS II
 JR0291
 JR0291.The horizontal coordinates were scaled from a topographic map and have
 JR0291.an estimated accuracy of +/- 6 seconds.
 JR0291
 JR0291.The orthometric height was determined by differential leveling
 JR0291.and adjusted by the National Geodetic Survey in June 1991..
 JR0291
 JR0291.The geoid height was determined by GEOID03.
 JR0291
 JR0291.The dynamic height is computed by dividing the NAVD 88
 JR0291.geopotential number by the normal gravity value computed on the
 JR0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0291.degrees latitude (g = 980.6199 gals.).
 JR0291
 JR0291.The modeled gravity was interpolated from observed gravity values.
 JR0291
 JR0291;                    North         East    Units  Estimated Accuracy
 JR0291;SPC NV W     - 4,406,470.      842,480.      MT  (+/- 180 meters Scaled)
 JR0291
 JR0291                          SUPERSEDED SURVEY CONTROL
 JR0291
 JR0291  NGVD 29 (??/??/92) 1409.316  (m)         4623.73   (f) ADJ UNCH    1 2
 JR0291
 JR0291.Superseded values are not recommended for survey control.
 JR0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0291.See file dsdata.txt to determine how the superseded data were derived.
 JR0291
 JR0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC042521(NAD 83)
 JR0291_MARKER: DB = BENCH MARK DISK
 JR0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0291_STAMPING: 4623.691 H 23 1933
 JR0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0291+STABILITY: SURFACE MOTION
 JR0291
 JR0291  HISTORY     - Date     Condition        Report By
 JR0291  HISTORY     - 1933     MONUMENTED       CGS
 JR0291  HISTORY     - 1955     MARK NOT FOUND   NGS
 JR0291
 JR0291                          STATION DESCRIPTION
 JR0291
 JR0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0291'2 MI NE FROM MINA.
 JR0291'2.0 MILES NORTHEAST ALONG THE ROAD TO BATTLES WELL FROM THE
 JR0291'SOUTHERN PACIFIC CO. RAILROAD STATION AT MINA, MINERAL COUNTY,
 JR0291'AND 37 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 JR0291'DISK, STAMPED 4623.691 H 23 1933 AND SET IN THE TOP OF A CONCRETE
 JR0291'POST PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0322 ***********************************************************************
 JQ0322  DESIGNATION -  H 24
 JQ0322  PID         -  JQ0322
 JQ0322  STATE/COUNTY-  NV/MINERAL
 JQ0322  USGS QUAD   -  BETTLES WELL (1980)
 JQ0322
 JQ0322                         *CURRENT SURVEY CONTROL
 JQ0322  ___________________________________________________________________
 JQ0322* NAD 83(1986)-  38 28 41.     (N)    117 52 41.     (W)     SCALED    
 JQ0322* NAVD 88     -      1860.221  (meters)    6103.08   (feet)  ADJUSTED  
 JQ0322  ___________________________________________________________________
 JQ0322  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 JQ0322  DYNAMIC HT  -        1858.173 (meters)    6096.36  (feet)  COMP
 JQ0322  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 JQ0322
 JQ0322  VERT ORDER  -  FIRST     CLASS II
 JQ0322
 JQ0322.The horizontal coordinates were scaled from a topographic map and have
 JQ0322.an estimated accuracy of +/- 6 seconds.
 JQ0322
 JQ0322.The orthometric height was determined by differential leveling
 JQ0322.and adjusted by the National Geodetic Survey in June 1991..
 JQ0322
 JQ0322.The geoid height was determined by GEOID03.
 JQ0322
 JQ0322.The dynamic height is computed by dividing the NAVD 88
 JQ0322.geopotential number by the normal gravity value computed on the
 JQ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0322.degrees latitude (g = 980.6199 gals.).
 JQ0322
 JQ0322.The modeled gravity was interpolated from observed gravity values.
 JQ0322
 JQ0322;                    North         East    Units  Estimated Accuracy
 JQ0322;SPC NV W     - 4,413,900.      861,540.      MT  (+/- 180 meters Scaled)
 JQ0322
 JQ0322                          SUPERSEDED SURVEY CONTROL
 JQ0322
 JQ0322  NGVD 29 (??/??/92) 1858.960  (m)         6098.94   (f) ADJ UNCH    1 2
 JQ0322
 JQ0322.Superseded values are not recommended for survey control.
 JQ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0322.See file dsdata.txt to determine how the superseded data were derived.
 JQ0322
 JQ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC234592(NAD 83)
 JQ0322_MARKER: DB = BENCH MARK DISK
 JQ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0322_STAMPING: 6098.908 H 24 1933
 JQ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0322+STABILITY: SURFACE MOTION
 JQ0322
 JQ0322  HISTORY     - Date     Condition        Report By
 JQ0322  HISTORY     - 1933     MONUMENTED       CGS
 JQ0322  HISTORY     - 1934     GOOD             NGS
 JQ0322
 JQ0322                          STATION DESCRIPTION
 JQ0322
 JQ0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0322'15.8 MI NE FROM MINA.
 JQ0322'15.8 MILES NORTHEAST ALONG THE ROAD TO CLOVERDALE RANCH FROM MINA,
 JQ0322'MINERAL COUNTY, AND 31 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 JQ0322'STANDARD DISK, STAMPED 6098.908 H 24 1933 AND SET IN THE TOP OF A
 JQ0322'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0361 ***********************************************************************
 JQ0361  DESIGNATION -  H 25
 JQ0361  PID         -  JQ0361
 JQ0361  STATE/COUNTY-  NV/NYE
 JQ0361  USGS QUAD   -  GOLDYKE (1979)
 JQ0361
 JQ0361                         *CURRENT SURVEY CONTROL
 JQ0361  ___________________________________________________________________
 JQ0361* NAD 83(1986)-  38 44 28.     (N)    117 51 18.     (W)     SCALED    
 JQ0361* NAVD 88     -      1801.398  (meters)    5910.09   (feet)  ADJUSTED  
 JQ0361  ___________________________________________________________________
 JQ0361  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 JQ0361  DYNAMIC HT  -        1799.503 (meters)    5903.87  (feet)  COMP
 JQ0361  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 JQ0361
 JQ0361  VERT ORDER  -  FIRST     CLASS II
 JQ0361
 JQ0361.The horizontal coordinates were scaled from a topographic map and have
 JQ0361.an estimated accuracy of +/- 6 seconds.
 JQ0361
 JQ0361.The orthometric height was determined by differential leveling
 JQ0361.and adjusted by the National Geodetic Survey in June 1991..
 JQ0361
 JQ0361.The geoid height was determined by GEOID03.
 JQ0361
 JQ0361.The dynamic height is computed by dividing the NAVD 88
 JQ0361.geopotential number by the normal gravity value computed on the
 JQ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0361.degrees latitude (g = 980.6199 gals.).
 JQ0361
 JQ0361.The modeled gravity was interpolated from observed gravity values.
 JQ0361
 JQ0361;                    North         East    Units  Estimated Accuracy
 JQ0361;SPC NV C     - 6,443,530.      396,690.      MT  (+/- 180 meters Scaled)
 JQ0361
 JQ0361                          SUPERSEDED SURVEY CONTROL
 JQ0361
 JQ0361  NGVD 29 (??/??/92) 1800.159  (m)         5906.02   (f) ADJ UNCH    1 2
 JQ0361
 JQ0361.Superseded values are not recommended for survey control.
 JQ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0361.See file dsdata.txt to determine how the superseded data were derived.
 JQ0361
 JQ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC256883(NAD 83)
 JQ0361_MARKER: DB = BENCH MARK DISK
 JQ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0361_STAMPING: H 25 1933 5906.025
 JQ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0361+STABILITY: SURFACE MOTION
 JQ0361
 JQ0361  HISTORY     - Date     Condition        Report By
 JQ0361  HISTORY     - 1933     MONUMENTED       CGS
 JQ0361  HISTORY     - 1955     GOOD             NGS
 JQ0361
 JQ0361                          STATION DESCRIPTION
 JQ0361
 JQ0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JQ0361'0.8 MI NE FROM GOLDYKE.
 JQ0361'0.8 MILE NORTHEAST ALONG A GRADED ROAD FROM THE SPRING AT GOLDYKE,
 JQ0361'0.15 MILE NORTHEAST OF THE Y JUNCTION OF A DIRT ROAD LEADING NORTH TO
 JQ0361'A MINE, ON THE TOP OF A RISE, 21 1/2 FEET NORTH OF THE CENTER LINE OF
 JQ0361'THE ROAD, 1.8 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 JQ0361'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 JQ0361'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0306 ***********************************************************************
 LR0306  DESIGNATION -  H 26
 LR0306  PID         -  LR0306
 LR0306  STATE/COUNTY-  NV/HUMBOLDT
 LR0306  USGS QUAD   -  VALMY (1981)
 LR0306
 LR0306                         *CURRENT SURVEY CONTROL
 LR0306  ___________________________________________________________________
 LR0306* NAD 83(1986)-  40 47 34.     (N)    117 07 34.     (W)     SCALED    
 LR0306* NAVD 88     -      1376.168  (meters)    4514.98   (feet)  ADJUSTED  
 LR0306  ___________________________________________________________________
 LR0306  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 LR0306  DYNAMIC HT  -        1375.108 (meters)    4511.50  (feet)  COMP
 LR0306  MODELED GRAV-     979,806.5   (mgal)                       NAVD 88
 LR0306
 LR0306  VERT ORDER  -  FIRST     CLASS II
 LR0306
 LR0306.The horizontal coordinates were scaled from a topographic map and have
 LR0306.an estimated accuracy of +/- 6 seconds.
 LR0306
 LR0306.The orthometric height was determined by differential leveling
 LR0306.and adjusted by the National Geodetic Survey in June 1991..
 LR0306
 LR0306.The geoid height was determined by GEOID03.
 LR0306
 LR0306.The dynamic height is computed by dividing the NAVD 88
 LR0306.geopotential number by the normal gravity value computed on the
 LR0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0306.degrees latitude (g = 980.6199 gals.).
 LR0306
 LR0306.The modeled gravity was interpolated from observed gravity values.
 LR0306
 LR0306;                    North         East    Units  Estimated Accuracy
 LR0306;SPC NV W     - 4,671,660.      922,980.      MT  (+/- 180 meters Scaled)
 LR0306
 LR0306                          SUPERSEDED SURVEY CONTROL
 LR0306
 LR0306.No superseded survey control is available for this station.
 LR0306
 LR0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF893157(NAD 83)
 LR0306_MARKER: DD = SURVEY DISK
 LR0306_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LR0306+WITH SETTING: PAVEMENT
 LR0306_STAMPING: 4510 H 26 1940
 LR0306_MARK LOGO: USGS  
 LR0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0306+STABILITY: SURFACE MOTION
 LR0306
 LR0306  HISTORY     - Date     Condition        Report By
 LR0306  HISTORY     - 1940     MONUMENTED       USGS
 LR0306  HISTORY     - 1953     GOOD             NGS
 LR0306  HISTORY     - 1970     GOOD             NGS
 LR0306  HISTORY     - 1984     GOOD             NGS
 LR0306
 LR0306                          STATION DESCRIPTION
 LR0306
 LR0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0306'IN VALMY.
 LR0306'AT VALMY, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, AT THE WATER
 LR0306'TANK, 0.35 MILE SOUTHEAST OF MILEPOLE 461, IN THE TOP OF THE WEST
 LR0306'CORNER OF THE CONCRETE FOUNDATION AT THE WEST CORNER OF A 6- BY 6-FOOT
 LR0306'WOODEN HOUSING FOR THE PIPES UNDER THE MIDDLE OF THE TANK, 24.1 FEET
 LR0306'SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 3 FEET HIGHER THAN THE TRACK,
 LR0306'AND 3.2 FEET ABOVE THE GROUND.
 LR0306
 LR0306                          STATION RECOVERY (1970)
 LR0306
 LR0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LR0306'RECOVERED IN GOOD CONDITION.
 LR0306
 LR0306                          STATION RECOVERY (1984)
 LR0306
 LR0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0306'RECOVERED IN GOOD CONDITION.  THE 1940 DESCRIPTION IS ADEQUATE EXCEPT
 LR0306'THE WATER TANK HAS BEEN REMOVED AND ADD--23.45 KM (14.65 MI) NORTHWEST
 LR0306'OF THE STATION AT BATTLE MOUNTAIN.
 LR0306'THE MARK IS 0.5 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0415 ***********************************************************************
 LR0415  DESIGNATION -  H 28
 LR0415  PID         -  LR0415
 LR0415  STATE/COUNTY-  NV/LANDER
 LR0415  USGS QUAD   -  MOSS CREEK (1990)
 LR0415
 LR0415                         *CURRENT SURVEY CONTROL
 LR0415  ___________________________________________________________________
 LR0415* NAD 83(1986)-  40 14 04.     (N)    117 07 10.     (W)     SCALED    
 LR0415* NAVD 88     -      1450.189  (meters)    4757.83   (feet)  ADJUSTED  
 LR0415  ___________________________________________________________________
 LR0415  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 LR0415  DYNAMIC HT  -        1448.902 (meters)    4753.61  (feet)  COMP
 LR0415  MODELED GRAV-     979,688.1   (mgal)                       NAVD 88
 LR0415
 LR0415  VERT ORDER  -  FIRST     CLASS II
 LR0415
 LR0415.The horizontal coordinates were scaled from a topographic map and have
 LR0415.an estimated accuracy of +/- 6 seconds.
 LR0415
 LR0415.The orthometric height was determined by differential leveling
 LR0415.and adjusted by the National Geodetic Survey in June 1991..
 LR0415
 LR0415.The geoid height was determined by GEOID03.
 LR0415
 LR0415.The dynamic height is computed by dividing the NAVD 88
 LR0415.geopotential number by the normal gravity value computed on the
 LR0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0415.degrees latitude (g = 980.6199 gals.).
 LR0415
 LR0415.The modeled gravity was interpolated from observed gravity values.
 LR0415
 LR0415;                    North         East    Units  Estimated Accuracy
 LR0415;SPC NV C     - 6,608,740.      461,470.      MT  (+/- 180 meters Scaled)
 LR0415
 LR0415                          SUPERSEDED SURVEY CONTROL
 LR0415
 LR0415  NGVD 29 (??/??/92) 1449.060  (m)         4754.12   (f) ADJ UNCH    1 2
 LR0415
 LR0415.Superseded values are not recommended for survey control.
 LR0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0415.See file dsdata.txt to determine how the superseded data were derived.
 LR0415
 LR0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME898537(NAD 83)
 LR0415_MARKER: DB = BENCH MARK DISK
 LR0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0415_STAMPING: 4781.683 H 28 1933
 LR0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0415+STABILITY: SURFACE MOTION
 LR0415
 LR0415  HISTORY     - Date     Condition        Report By
 LR0415  HISTORY     - 1933     MONUMENTED       CGS
 LR0415  HISTORY     - 1934     GOOD             NGS
 LR0415
 LR0415                          STATION DESCRIPTION
 LR0415
 LR0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LR0415'30.0 MI S FROM BATTLE MOUNTAIN.
 LR0415'30.0 MILES SOUTH ALONG THE NEVADA CENTRAL RAILROAD FROM BATTLE
 LR0415'MOUNTAIN, LANDER COUNTY, AT MILEPOST 30, AND 38 FEET EAST OF THE
 LR0415'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 4781.683 H 28 1933
 LR0415'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0005 ***********************************************************************
 LQ0005  DESIGNATION -  H 29
 LQ0005  PID         -  LQ0005
 LQ0005  STATE/COUNTY-  NV/ELKO
 LQ0005  USGS QUAD   -  SHAFTER (1971)
 LQ0005
 LQ0005                         *CURRENT SURVEY CONTROL
 LQ0005  ___________________________________________________________________
 LQ0005* NAD 83(1986)-  40 51 45.     (N)    114 26 32.     (W)     SCALED    
 LQ0005* NAVD 88     -      1704.549  (meters)    5592.34   (feet)  ADJUSTED  
 LQ0005  ___________________________________________________________________
 LQ0005  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 LQ0005  DYNAMIC HT  -        1703.100 (meters)    5587.59  (feet)  COMP
 LQ0005  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 LQ0005
 LQ0005  VERT ORDER  -  FIRST     CLASS II
 LQ0005
 LQ0005.The horizontal coordinates were scaled from a topographic map and have
 LQ0005.an estimated accuracy of +/- 6 seconds.
 LQ0005
 LQ0005.The orthometric height was determined by differential leveling
 LQ0005.and adjusted by the National Geodetic Survey in June 1991..
 LQ0005
 LQ0005.The geoid height was determined by GEOID03.
 LQ0005
 LQ0005.The dynamic height is computed by dividing the NAVD 88
 LQ0005.geopotential number by the normal gravity value computed on the
 LQ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0005.degrees latitude (g = 980.6199 gals.).
 LQ0005
 LQ0005.The modeled gravity was interpolated from observed gravity values.
 LQ0005
 LQ0005;                    North         East    Units  Estimated Accuracy
 LQ0005;SPC NV E     - 8,679,000.      296,200.      MT  (+/- 180 meters Scaled)
 LQ0005
 LQ0005                          SUPERSEDED SURVEY CONTROL
 LQ0005
 LQ0005  NGVD 29 (??/??/92) 1703.450  (m)         5588.74   (f) ADJ UNCH    1 2
 LQ0005
 LQ0005.Superseded values are not recommended for survey control.
 LQ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0005.See file dsdata.txt to determine how the superseded data were derived.
 LQ0005
 LQ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF155266(NAD 83)
 LQ0005_MARKER: DB = BENCH MARK DISK
 LQ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0005_STAMPING: 5588.735 H 29 1933
 LQ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0005+STABILITY: SURFACE MOTION
 LQ0005
 LQ0005  HISTORY     - Date     Condition        Report By
 LQ0005  HISTORY     - 1933     MONUMENTED       CGS
 LQ0005
 LQ0005                          STATION DESCRIPTION
 LQ0005
 LQ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0005'0.5 MI N FROM SHAFTER.
 LQ0005'ABOUT 0.5 MILE NORTH ALONG THE NEVADA NORTHERN RAILWAY FROM SHAFTER,
 LQ0005'ELKO COUNTY, 3 FEET EAST OF MILEPOST 18, AND 47 FEET WEST OF THE
 LQ0005'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 5588.735 H 29 1933
 LQ0005'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE
 LQ0005'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0339 ***********************************************************************
 KR0339  DESIGNATION -  H 293 RESET
 KR0339  PID         -  KR0339
 KR0339  STATE/COUNTY-  NV/CHURCHILL
 KR0339  USGS QUAD   -  FALLON (1985)
 KR0339
 KR0339                         *CURRENT SURVEY CONTROL
 KR0339  ___________________________________________________________________
 KR0339* NAD 83(1986)-  39 25 52.     (N)    118 46 54.     (W)     SCALED    
 KR0339* NAVD 88     -      1207.532  (meters)    3961.71   (feet)  ADJUSTED  
 KR0339  ___________________________________________________________________
 KR0339  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 KR0339  DYNAMIC HT  -        1206.485 (meters)    3958.28  (feet)  COMP
 KR0339  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 KR0339
 KR0339  VERT ORDER  -  FIRST     CLASS II
 KR0339
 KR0339.The horizontal coordinates were scaled from a topographic map and have
 KR0339.an estimated accuracy of +/- 6 seconds.
 KR0339
 KR0339.The orthometric height was determined by differential leveling
 KR0339.and adjusted by the National Geodetic Survey in June 1991..
 KR0339
 KR0339.The geoid height was determined by GEOID03.
 KR0339
 KR0339.The dynamic height is computed by dividing the NAVD 88
 KR0339.geopotential number by the normal gravity value computed on the
 KR0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0339.degrees latitude (g = 980.6199 gals.).
 KR0339
 KR0339.The modeled gravity was interpolated from observed gravity values.
 KR0339
 KR0339;                    North         East    Units  Estimated Accuracy
 KR0339;SPC NV W     - 4,519,470.      782,930.      MT  (+/- 180 meters Scaled)
 KR0339
 KR0339                          SUPERSEDED SURVEY CONTROL
 KR0339
 KR0339  NGVD 29 (??/??/92) 1206.568  (m)         3958.55   (f) ADJ UNCH    1 2
 KR0339
 KR0339.Superseded values are not recommended for survey control.
 KR0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0339.See file dsdata.txt to determine how the superseded data were derived.
 KR0339
 KR0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD466661(NAD 83)
 KR0339_MARKER: DB = BENCH MARK DISK
 KR0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0339_STAMPING: H 293 RESET 1953
 KR0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0339+STABILITY: SURFACE MOTION
 KR0339
 KR0339  HISTORY     - Date     Condition        Report By
 KR0339  HISTORY     - 1953     MONUMENTED       CGS
 KR0339  HISTORY     - 1967     GOOD             NGS
 KR0339
 KR0339                          STATION DESCRIPTION
 KR0339
 KR0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0339'3.25 MI S FROM FALLON.
 KR0339'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0339'FROM THE CITY HALL AT FALLON, THENCE 3.2 MILES SOUTH ALONG U.S.
 KR0339'HIGHWAY 95, IN SECTION 18, T 18 N, R 29 E, 48 FEET EAST OF THE CENTER
 KR0339'LINE OF THE HIGHWAY, 30 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD
 KR0339'WHICH LEADS EAST, 9 1/2 FEET SOUTH OF A FENCE CORNER POST, 9 FEET
 KR0339'SOUTH OF POWER POLE NUMBER 2996D, 2 1/2 FEET WEST OF A FENCE, 1.0 FOOT
 KR0339'WEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 KR0339'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 KR0339'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0777 ***********************************************************************
 JR0777  DESIGNATION -  H 294
 JR0777  PID         -  JR0777
 JR0777  STATE/COUNTY-  NV/MINERAL
 JR0777  USGS QUAD   -  MURPHYS WELL (1980)
 JR0777
 JR0777                         *CURRENT SURVEY CONTROL
 JR0777  ___________________________________________________________________
 JR0777* NAD 83(1986)-  38 59 32.     (N)    118 22 18.     (W)     SCALED    
 JR0777* NAVD 88     -      1444.01   (+/-2cm)    4737.6    (feet)  VERTCON   
 JR0777  ___________________________________________________________________
 JR0777  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JR0777
 JR0777  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0777
 JR0777.The horizontal coordinates were scaled from a topographic map and have
 JR0777.an estimated accuracy of +/- 6 seconds.
 JR0777
 JR0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0777.The vertical order pertains to the NGVD 29 superseded value.
 JR0777
 JR0777.The geoid height was determined by GEOID03.
 JR0777
 JR0777;                    North         East    Units  Estimated Accuracy
 JR0777;SPC NV W     - 4,470,760.      818,340.      MT  (+/- 180 meters Scaled)
 JR0777
 JR0777                          SUPERSEDED SURVEY CONTROL
 JR0777
 JR0777  NGVD 29 (??/??/92) 1442.927  (m)         4734.00   (f) ADJ UNCH    1 2
 JR0777
 JR0777.Superseded values are not recommended for survey control.
 JR0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0777.See file dsdata.txt to determine how the superseded data were derived.
 JR0777
 JR0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD812168(NAD 83)
 JR0777_MARKER: DB = BENCH MARK DISK
 JR0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0777_STAMPING: H 294 1940
 JR0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0777+STABILITY: SURFACE MOTION
 JR0777
 JR0777  HISTORY     - Date     Condition        Report By
 JR0777  HISTORY     - 1940     MONUMENTED       CGS
 JR0777  HISTORY     - 1955     GOOD             NGS
 JR0777
 JR0777                          STATION DESCRIPTION
 JR0777
 JR0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0777'2 MI SE FROM RAWHIDE.
 JR0777'2.0 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE GRUTT
 JR0777'BROTHERS MINING COMPANY OFFICE AT RAWHIDE, 0.6 MILE EAST OF
 JR0777'B.M. G 294, 0.2 MILE SOUTHEAST OF THE JUNCTION OF A TRACK ROAD,
 JR0777'IN THE Y FORMED BY THE JUNCTION OF A GRADED ROAD LEADING SOUTH
 JR0777'TO DEAD HORSE WELLS, 34 1/2 FEET SOUTHWEST OF THE CENTER LINE
 JR0777'OF THE ROAD LEADING SOUTHEAST, 16 FEET EAST OF THE CENTER LINE
 JR0777'OF THE ROAD LEADING SOUTH, 5.9 FEET NORTHEAST OF A 2-INCH IRON
 JR0777'PIPE SUPPORTING A HOT SPRINGS 15 SIGN, 5.4 EAST OF A WITNESS
 JR0777'POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 JR0777'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0809 ***********************************************************************
 JR0809  DESIGNATION -  H 295
 JR0809  PID         -  JR0809
 JR0809  STATE/COUNTY-  NV/NYE
 JR0809  USGS QUAD   -  MOUNT ANNIE SE (1979)
 JR0809
 JR0809                         *CURRENT SURVEY CONTROL
 JR0809  ___________________________________________________________________
 JR0809* NAD 83(1986)-  38 50 19.     (N)    118 04 29.     (W)     SCALED    
 JR0809* NAVD 88     -      1341.34   (+/-2cm)    4400.7    (feet)  VERTCON   
 JR0809  ___________________________________________________________________
 JR0809  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 JR0809
 JR0809  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0809
 JR0809.The horizontal coordinates were scaled from a topographic map and have
 JR0809.an estimated accuracy of +/- 6 seconds.
 JR0809
 JR0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0809.The vertical order pertains to the NGVD 29 superseded value.
 JR0809
 JR0809.The geoid height was determined by GEOID03.
 JR0809
 JR0809;                    North         East    Units  Estimated Accuracy
 JR0809;SPC NV C     - 6,454,630.      377,760.      MT  (+/- 180 meters Scaled)
 JR0809
 JR0809                          SUPERSEDED SURVEY CONTROL
 JR0809
 JR0809  NGVD 29 (??/??/92) 1340.306  (m)         4397.32   (f) ADJ UNCH    1 2
 JR0809
 JR0809.Superseded values are not recommended for survey control.
 JR0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0809.See file dsdata.txt to determine how the superseded data were derived.
 JR0809
 JR0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC067994(NAD 83)
 JR0809_MARKER: DB = BENCH MARK DISK
 JR0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0809_STAMPING: H 295 1940
 JR0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0809+STABILITY: SURFACE MOTION
 JR0809
 JR0809  HISTORY     - Date     Condition        Report By
 JR0809  HISTORY     - 1940     MONUMENTED       CGS
 JR0809  HISTORY     - 1955     GOOD             NGS
 JR0809
 JR0809                          STATION DESCRIPTION
 JR0809
 JR0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0809'10.7 MI SW FROM GABBS.
 JR0809'0.4 MILE SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JR0809'THENCE 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 23, THENCE 6.1
 JR0809'MILES NORTHWEST ALONG A NARROW DIRT ROAD, 11.1 MILES SOUTHEAST OF
 JR0809'HOT SPRING, 0.15 MILE WEST OF A WINDMILL AND A SMALL CABIN,
 JR0809'16 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTH OF A
 JR0809'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN
 JR0809'THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0276 ***********************************************************************
 GS0276  DESIGNATION -  H 296
 GS0276  PID         -  GS0276
 GS0276  STATE/COUNTY-  NV/NYE
 GS0276  USGS QUAD   -  ASHTON (1987)
 GS0276
 GS0276                         *CURRENT SURVEY CONTROL
 GS0276  ___________________________________________________________________
 GS0276* NAD 83(1986)-  36 40 16.     (N)    116 38 17.     (W)     SCALED    
 GS0276* NAVD 88     -       779.374  (meters)    2557.00   (feet)  ADJUSTED  
 GS0276  ___________________________________________________________________
 GS0276  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GS0276  DYNAMIC HT  -         778.605 (meters)    2554.47  (feet)  COMP
 GS0276  MODELED GRAV-     979,620.3   (mgal)                       NAVD 88
 GS0276
 GS0276  VERT ORDER  -  FIRST     CLASS II
 GS0276
 GS0276.The horizontal coordinates were scaled from a topographic map and have
 GS0276.an estimated accuracy of +/- 6 seconds.
 GS0276
 GS0276.The orthometric height was determined by differential leveling
 GS0276.and adjusted by the National Geodetic Survey in June 1991..
 GS0276
 GS0276.The geoid height was determined by GEOID03.
 GS0276
 GS0276.The dynamic height is computed by dividing the NAVD 88
 GS0276.geopotential number by the normal gravity value computed on the
 GS0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0276.degrees latitude (g = 980.6199 gals.).
 GS0276
 GS0276.The modeled gravity was interpolated from observed gravity values.
 GS0276
 GS0276;                    North         East    Units  Estimated Accuracy
 GS0276;SPC NV C     - 6,213,130.      502,560.      MT  (+/- 180 meters Scaled)
 GS0276
 GS0276                          SUPERSEDED SURVEY CONTROL
 GS0276
 GS0276  NGVD 29 (??/??/??)  778.570  (m)         2554.36   (f) ADJUSTED    1 2
 GS0276
 GS0276.Superseded values are not recommended for survey control.
 GS0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0276.See file dsdata.txt to determine how the superseded data were derived.
 GS0276
 GS0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA323584(NAD 83)
 GS0276_MARKER: DB = BENCH MARK DISK
 GS0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0276_STAMPING: H 296 1943
 GS0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0276+STABILITY: SURFACE MOTION
 GS0276
 GS0276  HISTORY     - Date     Condition        Report By
 GS0276  HISTORY     - 1943     MONUMENTED       CGS
 GS0276
 GS0276                          STATION DESCRIPTION
 GS0276
 GS0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GS0276'18.1 MI SE FROM BEATTY.
 GS0276'18.1 MILES SOUTHEAST ALONG THE ABANDONED TONOPAH AND TIDEWATER
 GS0276'RAILROAD FROM BEATTY, NYE COUNTY, AND 30 FEET EAST OF THE
 GS0276'CENTERLINE OF THE OLD ROADBED.  A STANDARD DISK, STAMPED H 296
 GS0276'1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0153 ***********************************************************************
 JQ0153  DESIGNATION -  H 297
 JQ0153  PID         -  JQ0153
 JQ0153  STATE/COUNTY-  NV/NYE
 JQ0153  USGS QUAD   -  EAST OF TONOPAH (1987)
 JQ0153
 JQ0153                         *CURRENT SURVEY CONTROL
 JQ0153  ___________________________________________________________________
 JQ0153* NAD 83(1994)-  38 04 31.67957(N)    117 04 27.86517(W)     ADJUSTED  
 JQ0153* NAVD 88     -      1658.546  (meters)    5441.41   (feet)  ADJUSTED  
 JQ0153  ___________________________________________________________________
 JQ0153  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 JQ0153  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 JQ0153  DYNAMIC HT  -        1656.722 (meters)    5435.43  (feet)  COMP
 JQ0153  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 JQ0153
 JQ0153  HORZ ORDER  -  SECOND
 JQ0153  VERT ORDER  -  FIRST     CLASS II
 JQ0153
 JQ0153.The horizontal coordinates were established by classical geodetic methods
 JQ0153.and adjusted by the National Geodetic Survey in June 1998..
 JQ0153
 JQ0153.The orthometric height was determined by differential leveling
 JQ0153.and adjusted by the National Geodetic Survey in June 1991..
 JQ0153
 JQ0153.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0153
 JQ0153.The geoid height was determined by GEOID03.
 JQ0153
 JQ0153.The dynamic height is computed by dividing the NAVD 88
 JQ0153.geopotential number by the normal gravity value computed on the
 JQ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0153.degrees latitude (g = 980.6199 gals.).
 JQ0153
 JQ0153.The modeled gravity was interpolated from observed gravity values.
 JQ0153
 JQ0153;                    North         East     Units Scale Factor Converg.
 JQ0153;SPC NV C     - 6,369,057.861   464,227.400   MT  0.99991576   -0 15 05.2
 JQ0153;SPC NV C     -20,895,817.33  1,523,052.73   sFT  0.99991576   -0 15 05.2
 JQ0153;SPC NV W     - 4,370,054.568   932,387.244   MT  1.00011579   +0 55 50.5
 JQ0153;SPC NV W     -14,337,420.70  3,059,007.15   sFT  1.00011579   +0 55 50.5
 JQ0153;UTM  11      - 4,214,190.857   493,473.965   MT  0.99960052   -0 02 45.2
 JQ0153
 JQ0153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0153!SPC NV C     -   0.99974373  x   0.99991576  =   0.99965951
 JQ0153!SPC NV W     -   0.99974373  x   1.00011579  =   0.99985949
 JQ0153!UTM  11      -   0.99974373  x   0.99960052  =   0.99934436
 JQ0153
 JQ0153                          SUPERSEDED SURVEY CONTROL
 JQ0153
 JQ0153  NAD 83(1986)-  38 04 31.67493(N)    117 04 27.87313(W) AD(       ) 2
 JQ0153  NAD 27      -  38 04 31.91100(N)    117 04 24.59800(W) AD(       ) 2
 JQ0153  NGVD 29 (07/19/86) 1657.35   (m)         5437.5    (f) LEVELING    3  
 JQ0153
 JQ0153.Superseded values are not recommended for survey control.
 JQ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0153.See file dsdata.txt to determine how the superseded data were derived.
 JQ0153
 JQ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC9347414191(NAD 83)
 JQ0153_MARKER: DB = BENCH MARK DISK
 JQ0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0153_STAMPING: H 297 1945
 JQ0153_MARK LOGO: CGS   
 JQ0153_PROJECTION: PROJECTING 10 CENTIMETERS
 JQ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0153+STABILITY: SURFACE MOTION
 JQ0153
 JQ0153  HISTORY     - Date     Condition        Report By
 JQ0153  HISTORY     - 1945     MONUMENTED       CGS
 JQ0153  HISTORY     - 1950     GOOD             CGS
 JQ0153  HISTORY     - 1977     GOOD             NGS
 JQ0153  HISTORY     - 1984     GOOD             NGS
 JQ0153  HISTORY     - 1985     GOOD             USGS
 JQ0153
 JQ0153                          STATION DESCRIPTION
 JQ0153
 JQ0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JQ0153'9 MI E FROM TONOPAH.
 JQ0153'ALONG U. S. HIGHWAY NO. 6, 9 MILES EAST OF THE TONOPAH POST OFFICE,
 JQ0153'239 FEET NORTH OF THE CENTER-LINE OF THE HIGHWAY, 66.3 FEET WEST OF
 JQ0153'THE CENTER-LINE OF A PAVED ROAD LEADING NORTH, 6 FEET WEST OF POWER
 JQ0153'POLE SET AT THE POINT WHERE THE POWER LINE TURNS NORTH, 2.4 FEET EAST
 JQ0153'OF WITNESS POST AND PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 JQ0153'STAMPED H 297 1945.
 JQ0153
 JQ0153                          STATION RECOVERY (1950)
 JQ0153
 JQ0153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 JQ0153'TO REACH STATION H 297 FROM THE JUNCTION OF U.S. HIGHWAY 6 WITH
 JQ0153'U.S. HIGHWAY 95 IN TONOPAH, GO EASTERLY ON U.S. HIGHWAY 6 FOR
 JQ0153'6.0 MILES TO THE JUNCTION WITH STATE HIGHWAY 8A AND B.M. R 135
 JQ0153'(USGS) (DESCRIBED AT HAYET).  CONTINUE STRAIGHT AHEAD ON U.S.
 JQ0153'HIGHWAY 6 FOR 3.2 MILES TO A PAVED ROAD ON THE LEFT.  TURN LEFT
 JQ0153'FOR 0.05 MILE TO STATION HAYET ON THE LEFT (WEST) AND STATION IS
 JQ0153'10.5 METERS NNE FROM HAYET.
 JQ0153'
 JQ0153'BENCH MARK H 297 IS SET 5.5 FEET WEST OF A POWER LINE POLE
 JQ0153'AND 2.5 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS SET
 JQ0153'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS
 JQ0153'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS STAMPED H 297 1945.
 JQ0153
 JQ0153                          STATION RECOVERY (1977)
 JQ0153
 JQ0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JQ0153'RECOVERED IN GOOD CONDITION.
 JQ0153
 JQ0153                          STATION RECOVERY (1984)
 JQ0153
 JQ0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0153'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0153'13.35 KM (8.35 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0153'HIGHWAY 95 AT TONOPAH, IN THE NORTHWEST CORNER OF A PAVED T JUNCTION
 JQ0153'ROAD LEADING NORTH, 0.15 KM (0.1 MI) EAST OF MILEPOST 10, 72.8 KM
 JQ0153'(239 FT) NORTH OF THE HIGHWAY CENTERLINE, 20.1 METERS (66 FT) WEST OF
 JQ0153'THE CENTER OF THE PAVED ROAD AND 10.5 METERS (34.5 FT) NORTH OF
 JQ0153'TRIANGULATION STATION HAYET.
 JQ0153'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 JQ0153'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 JQ0153
 JQ0153                          STATION RECOVERY (1985)
 JQ0153
 JQ0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JQ0153'9 MILES EAST ALONG U.S. HWY 6 FROM THE POST OFFICE AT TONOPAH TO THE
 JQ0153'JUNCTION WITH A PAVED ROAD LEADING NORTH TO A FORMER RIFLE RANGE, 239
 JQ0153'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 66 FEET WEST OF THE
 JQ0153'CENTERLINE OF THE PAVED ROAD LEADING NORTH, 2.4 FEET EAST OF A
 JQ0153'WITNESS POST, A STANDARD TABLET SET IN THE TOP OF A CONCRETE POST
 JQ0153'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0208 ***********************************************************************
 LS0208  DESIGNATION -  H 298
 LS0208  PID         -  LS0208
 LS0208  STATE/COUNTY-  NV/PERSHING
 LS0208  USGS QUAD   -  BUENA VISTA HILLS NORTH (1987)
 LS0208
 LS0208                         *CURRENT SURVEY CONTROL
 LS0208  ___________________________________________________________________
 LS0208* NAD 83(1986)-  40 06 35.     (N)    118 10 58.     (W)     SCALED    
 LS0208* NAVD 88     -      1293.196  (meters)    4242.76   (feet)  ADJUSTED  
 LS0208  ___________________________________________________________________
 LS0208  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 LS0208  DYNAMIC HT  -        1292.162 (meters)    4239.37  (feet)  COMP
 LS0208  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 LS0208
 LS0208  VERT ORDER  -  SECOND    CLASS 0
 LS0208
 LS0208.The horizontal coordinates were scaled from a topographic map and have
 LS0208.an estimated accuracy of +/- 6 seconds.
 LS0208
 LS0208.The orthometric height was determined by differential leveling
 LS0208.and adjusted by the National Geodetic Survey in June 1991..
 LS0208
 LS0208.The geoid height was determined by GEOID03.
 LS0208
 LS0208.The dynamic height is computed by dividing the NAVD 88
 LS0208.geopotential number by the normal gravity value computed on the
 LS0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0208.degrees latitude (g = 980.6199 gals.).
 LS0208
 LS0208.The modeled gravity was interpolated from observed gravity values.
 LS0208
 LS0208;                    North         East    Units  Estimated Accuracy
 LS0208;SPC NV W     - 4,594,870.      834,150.      MT  (+/- 180 meters Scaled)
 LS0208
 LS0208                          SUPERSEDED SURVEY CONTROL
 LS0208
 LS0208  NGVD 29 (??/??/92) 1292.225  (m)         4239.57   (f) ADJ UNCH    2 0
 LS0208
 LS0208.Superseded values are not recommended for survey control.
 LS0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0208.See file dsdata.txt to determine how the superseded data were derived.
 LS0208
 LS0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE991406(NAD 83)
 LS0208_MARKER: DB = BENCH MARK DISK
 LS0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0208_STAMPING: H 298 1945
 LS0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0208+STABILITY: SURFACE MOTION
 LS0208
 LS0208  HISTORY     - Date     Condition        Report By
 LS0208  HISTORY     - 1945     MONUMENTED       CGS
 LS0208  HISTORY     - 1982     GOOD             USGS
 LS0208
 LS0208                          STATION DESCRIPTION
 LS0208
 LS0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LS0208'22.15 MI NE FROM LOVELOCK.
 LS0208'6.25 MILES NORTHEAST ALONG U. S. HIGHWAY 40 FROM THE POST OFFICE AT
 LS0208'LOVELOCK, THENCE 15.9 MILES EAST ALONG THE HUMBOLDT AIRPORT ROAD, IN
 LS0208'LINE WITH THE TELEPHONE POLES, 50.0 FEET SOUTHWEST OF THE CENTER-LINE
 LS0208'OF THE ROAD, 11 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET SOUTHWEST
 LS0208'OF REFERENCE POST, SET IN THE TOP OF A CONCRETE POST.
 LS0208
 LS0208                          STATION RECOVERY (1982)
 LS0208
 LS0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LS0208'6.25 MILES NORTHEAST ALONG U.S HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0208'STREET AT LOVELOCK 6.8 MILES NORTHEAST ALONG BUSINESS I-80 FROM THE
 LS0208'JCT. OF MAIN ST. AT LOVELOCK, THENCE 13.9 MILES EAST ALONG STATE
 LS0208'HIGHWAY 857 TOWARDS COAL CANYON TO ROAD JUNCTION SOUTHEAST , THENCE
 LS0208'1.1 MILES SOUTHEAST ALONG GRADED DIRT ROAD, 54 FEET SOUTHWEST OF
 LS0208'CENTERLINE OF ROAD, 11 FEET SOUTHEAST OF A TELEPHONE POLE, IN LINE
 LS0208'WITH THE TELEPHONE POLES AN IRON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0014 ***********************************************************************
 HP0014  DESIGNATION -  H 3
 HP0014  PID         -  HP0014
 HP0014  STATE/COUNTY-  NV/LINCOLN
 HP0014  USGS QUAD   -  UVADA (1972)
 HP0014
 HP0014                         *CURRENT SURVEY CONTROL
 HP0014  ___________________________________________________________________
 HP0014* NAD 83(1986)-  37 41 43.     (N)    114 05 58.     (W)     SCALED    
 HP0014* NAVD 88     -      1770.255  (meters)    5807.91   (feet)  ADJUSTED  
 HP0014  ___________________________________________________________________
 HP0014  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 HP0014  DYNAMIC HT  -        1768.217 (meters)    5801.23  (feet)  COMP
 HP0014  MODELED GRAV-     979,415.6   (mgal)                       NAVD 88
 HP0014
 HP0014  VERT ORDER  -  FIRST     CLASS II
 HP0014
 HP0014.The horizontal coordinates were scaled from a topographic map and have
 HP0014.an estimated accuracy of +/- 6 seconds.
 HP0014
 HP0014.The orthometric height was determined by differential leveling
 HP0014.and adjusted by the National Geodetic Survey in June 1991..
 HP0014
 HP0014.The geoid height was determined by GEOID03.
 HP0014
 HP0014.The dynamic height is computed by dividing the NAVD 88
 HP0014.geopotential number by the normal gravity value computed on the
 HP0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0014.degrees latitude (g = 980.6199 gals.).
 HP0014
 HP0014.The modeled gravity was interpolated from observed gravity values.
 HP0014
 HP0014;                    North         East    Units  Estimated Accuracy
 HP0014;SPC NV E     - 8,327,820.      330,860.      MT  (+/- 180 meters Scaled)
 HP0014
 HP0014                          SUPERSEDED SURVEY CONTROL
 HP0014
 HP0014  NGVD 29 (??/??/92) 1769.022  (m)         5803.87   (f) ADJ UNCH    1 2
 HP0014
 HP0014.Superseded values are not recommended for survey control.
 HP0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0014.See file dsdata.txt to determine how the superseded data were derived.
 HP0014
 HP0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB557759(NAD 83)
 HP0014_MARKER: P = PIPE CAP
 HP0014_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HP0014_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HP0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0014
 HP0014  HISTORY     - Date     Condition        Report By
 HP0014  HISTORY     - UNK      MONUMENTED       CGS
 HP0014  HISTORY     - 1950     GOOD             NGS
 HP0014
 HP0014                          STATION DESCRIPTION
 HP0014
 HP0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HP0014'IN LIEN.
 HP0014'AT LIEN, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD, DIRECTLY
 HP0014'OPPOSITE THE STATION SIGN, 62 FEET NORTH OF THE CENTER LINE OF THE
 HP0014'MAIN TRACK, AND ABOUT 2-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD
 HP0014'CAP, FASTENED ON THE TOP OF AN IRON PIPE PROJECTING ABOUT 6 INCHES
 HP0014'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0216 ***********************************************************************
 LQ0216  DESIGNATION -  H 30
 LQ0216  PID         -  LQ0216
 LQ0216  STATE/COUNTY-  NV/ELKO
 LQ0216  USGS QUAD   -  CURRIE (1982)
 LQ0216
 LQ0216                         *CURRENT SURVEY CONTROL
 LQ0216  ___________________________________________________________________
 LQ0216* NAD 83(1986)-  40 16 54.     (N)    114 44 37.     (W)     SCALED    
 LQ0216* NAVD 88     -      1764.888  (meters)    5790.30   (feet)  ADJUSTED  
 LQ0216  ___________________________________________________________________
 LQ0216  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 LQ0216  DYNAMIC HT  -        1763.273 (meters)    5785.00  (feet)  COMP
 LQ0216  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 LQ0216
 LQ0216  VERT ORDER  -  FIRST     CLASS II
 LQ0216
 LQ0216.The horizontal coordinates were scaled from a topographic map and have
 LQ0216.an estimated accuracy of +/- 6 seconds.
 LQ0216
 LQ0216.The orthometric height was determined by differential leveling
 LQ0216.and adjusted by the National Geodetic Survey in June 1991..
 LQ0216
 LQ0216.The geoid height was determined by GEOID03.
 LQ0216
 LQ0216.The dynamic height is computed by dividing the NAVD 88
 LQ0216.geopotential number by the normal gravity value computed on the
 LQ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0216.degrees latitude (g = 980.6199 gals.).
 LQ0216
 LQ0216.The modeled gravity was interpolated from observed gravity values.
 LQ0216
 LQ0216;                    North         East    Units  Estimated Accuracy
 LQ0216;SPC NV E     - 8,614,220.      271,410.      MT  (+/- 180 meters Scaled)
 LQ0216
 LQ0216                          SUPERSEDED SURVEY CONTROL
 LQ0216
 LQ0216  NGVD 29 (??/??/92) 1763.753  (m)         5786.58   (f) ADJ UNCH    1 2
 LQ0216
 LQ0216.Superseded values are not recommended for survey control.
 LQ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0216.See file dsdata.txt to determine how the superseded data were derived.
 LQ0216
 LQ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE918614(NAD 83)
 LQ0216_MARKER: DB = BENCH MARK DISK
 LQ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0216_STAMPING: 5786.580 H 30 1933
 LQ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0216+STABILITY: SURFACE MOTION
 LQ0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0216+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 LQ0216
 LQ0216  HISTORY     - Date     Condition        Report By
 LQ0216  HISTORY     - 1933     MONUMENTED       CGS
 LQ0216  HISTORY     - 20011019 GOOD             NVGS
 LQ0216
 LQ0216                          STATION DESCRIPTION
 LQ0216
 LQ0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0216'1.0 MI N FROM CURRIE.
 LQ0216'ABOUT 1.0 MILE NORTH ALONG THE NEVADA NORTHERN RAILWAY CURRIE, ELKO
 LQ0216'COUNTY, ABOUT 100 FEET EAST OF MILEPOST 62, AND 52 FEET EAST OF THE
 LQ0216'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 5786.580 H 30 1933
 LQ0216'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 LQ0216'GROUND.
 LQ0216
 LQ0216                          STATION RECOVERY (2001)
 LQ0216
 LQ0216'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 LQ0216'ADDED A CARSONITE WP 1.5M EAST OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0308 ***********************************************************************
 LQ0308  DESIGNATION -  H 30
 LQ0308  PID         -  LQ0308
 LQ0308  STATE/COUNTY-  NV/ELKO
 LQ0308  USGS QUAD   -  FRANKLIN LAKE SW (1980)
 LQ0308
 LQ0308                         *CURRENT SURVEY CONTROL
 LQ0308  ___________________________________________________________________
 LQ0308* NAD 83(1986)-  40 18 19.     (N)    115 27 14.     (W)     SCALED    
 LQ0308* NAVD 88     -      1842.262  (meters)    6044.15   (feet)  ADJUSTED  
 LQ0308  ___________________________________________________________________
 LQ0308  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 LQ0308  DYNAMIC HT  -        1840.529 (meters)    6038.47  (feet)  COMP
 LQ0308  MODELED GRAV-     979,619.3   (mgal)                       NAVD 88
 LQ0308
 LQ0308  VERT ORDER  -  SECOND    CLASS 0
 LQ0308
 LQ0308.The horizontal coordinates were scaled from a topographic map and have
 LQ0308.an estimated accuracy of +/- 6 seconds.
 LQ0308
 LQ0308.The orthometric height was determined by differential leveling
 LQ0308.and adjusted by the National Geodetic Survey in June 1991..
 LQ0308
 LQ0308.The geoid height was determined by GEOID03.
 LQ0308
 LQ0308.The dynamic height is computed by dividing the NAVD 88
 LQ0308.geopotential number by the normal gravity value computed on the
 LQ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0308.degrees latitude (g = 980.6199 gals.).
 LQ0308
 LQ0308.The modeled gravity was interpolated from observed gravity values.
 LQ0308
 LQ0308;                    North         East    Units  Estimated Accuracy
 LQ0308;SPC NV E     - 8,616,510.      211,000.      MT  (+/- 180 meters Scaled)
 LQ0308
 LQ0308                          SUPERSEDED SURVEY CONTROL
 LQ0308
 LQ0308  NGVD 29 (??/??/92) 1841.07   (m)         6040.2    (f) COMPUTED    2 0
 LQ0308
 LQ0308.Superseded values are not recommended for survey control.
 LQ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0308.See file dsdata.txt to determine how the superseded data were derived.
 LQ0308
 LQ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE313627(NAD 83)
 LQ0308_MARKER: DD = SURVEY DISK
 LQ0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0308_STAMPING: H 30 1930 6040
 LQ0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0308+STABILITY: SURFACE MOTION
 LQ0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0308+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 LQ0308
 LQ0308  HISTORY     - Date     Condition        Report By
 LQ0308  HISTORY     - 1930     MONUMENTED       USGS
 LQ0308  HISTORY     - 1963     GOOD             NGS
 LQ0308  HISTORY     - 20051201 GOOD             NVGS
 LQ0308
 LQ0308                          STATION DESCRIPTION
 LQ0308
 LQ0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LQ0308'18.1 MI SE FROM JIGGS.
 LQ0308'3.3 MILES SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0308'JIGGS, THENCE 14.8 MILES SOUTHEAST ALONG THE HARRISON PASS ROAD, AT
 LQ0308'THE T INTERSECTION OF A NORTHEAST-SOUTHWEST GRAVEL ROAD LEADING FROM
 LQ0308'RUBY VALLEY TO SHANTYTOWN, 146 FEET SOUTHEAST OF THE CENTER LINE OF
 LQ0308'THE RUBY VALLEY-SHANTYTOWN ROAD, 167 FEET SOUTH OF THE EXTENDED CENTER
 LQ0308'LINE OF THE ROAD WEST TO HARRISON PASS, 157 FEET EAST OF THE EAST
 LQ0308'CORNER OF A STEEL CATTLEGUARD, 23 FEET SOUTHWEST OF THE CENTER LINE OF
 LQ0308'A TRACK ROAD SOUTHEAST, 16 FEET SOUTH OF THE SOUTHWEST END OF A GATE,
 LQ0308'5.6 FEET SOUTHEAST OF A FENCE, 0.5 FOOT NORTHEAST OF A WITNESS POST,
 LQ0308'ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 LQ0308'0.1 FOOT.  NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE ROCK HOUSE
 LQ0308'RANCH AT RUBY VALLEY BY GOING 8.9 MILES SOUTH ALONG A ROAD.
 LQ0308
 LQ0308                          STATION RECOVERY (2005)
 LQ0308
 LQ0308'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2005 (DRH)
 LQ0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0787 ***********************************************************************
 GR0787  DESIGNATION -  H 301
 GR0787  PID         -  GR0787
 GR0787  STATE/COUNTY-  NV/CLARK
 GR0787  USGS QUAD   -  MOAPA WEST (1983)
 GR0787
 GR0787                         *CURRENT SURVEY CONTROL
 GR0787  ___________________________________________________________________
 GR0787* NAD 83(1986)-  36 42 14.     (N)    114 39 41.     (W)     SCALED    
 GR0787* NAVD 88     -       545.275  (meters)    1788.96   (feet)  ADJUSTED  
 GR0787  ___________________________________________________________________
 GR0787  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GR0787  DYNAMIC HT  -         544.755 (meters)    1787.25  (feet)  COMP
 GR0787  MODELED GRAV-     979,661.1   (mgal)                       NAVD 88
 GR0787
 GR0787  VERT ORDER  -  SECOND    CLASS 0
 GR0787
 GR0787.The horizontal coordinates were scaled from a topographic map and have
 GR0787.an estimated accuracy of +/- 6 seconds.
 GR0787
 GR0787.The orthometric height was determined by differential leveling
 GR0787.and adjusted by the National Geodetic Survey in June 1991..
 GR0787
 GR0787.The geoid height was determined by GEOID03.
 GR0787
 GR0787.The dynamic height is computed by dividing the NAVD 88
 GR0787.geopotential number by the normal gravity value computed on the
 GR0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0787.degrees latitude (g = 980.6199 gals.).
 GR0787
 GR0787.The modeled gravity was interpolated from observed gravity values.
 GR0787
 GR0787;                    North         East    Units  Estimated Accuracy
 GR0787;SPC NV E     - 8,217,170.      282,370.      MT  (+/- 180 meters Scaled)
 GR0787
 GR0787                          SUPERSEDED SURVEY CONTROL
 GR0787
 GR0787  NGVD 29 (??/??/92)  544.625  (m)         1786.82   (f) ADJ UNCH    2 0
 GR0787
 GR0787.Superseded values are not recommended for survey control.
 GR0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0787.See file dsdata.txt to determine how the superseded data were derived.
 GR0787
 GR0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA089645(NAD 83)
 GR0787_MARKER: DB = BENCH MARK DISK
 GR0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0787_STAMPING: H 301 1941
 GR0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0787+STABILITY: SURFACE MOTION
 GR0787
 GR0787  HISTORY     - Date     Condition        Report By
 GR0787  HISTORY     - 1941     MONUMENTED       CGS
 GR0787  HISTORY     - 1979     GOOD             USGS
 GR0787
 GR0787                          STATION DESCRIPTION
 GR0787
 GR0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GR0787'3.0 MI NW FROM MOAPA.
 GR0787'ABOUT 3.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE OVERPASS OVER
 GR0787'THE UNION PACIFIC RAILROAD AT MOAPA, CLARK COUNTY, ON THE WEST SLOPE
 GR0787'OF A SMALL WHITE HILL, ABOUT 100.00 FEET NORTHWEST OF THE NORTHWEST
 GR0787'END OF A SMALL CUT, 80.0 FEET SOUTH OF A SMALL RAVINE, 56.0 FEET
 GR0787'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 3.0 FEET WEST OF A
 GR0787'TRIANGULAR CONCRETE POST PROJECTING ABOUT 1.6 FEET ABOVE GROUND. A
 GR0787'STANDARD DISK, STAMPED H 301 1941 AND SET IN THE TOP OF A CONCRETE
 GR0787'POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 GR0787
 GR0787                          STATION RECOVERY (1979)
 GR0787
 GR0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0787'ALONG STATE HIGHWAY 7 NOT U.S. 93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0752 ***********************************************************************
 GR0752  DESIGNATION -  H 302
 GR0752  PID         -  GR0752
 GR0752  STATE/COUNTY-  NV/CLARK
 GR0752  USGS QUAD   -  FARRIER (1969)
 GR0752
 GR0752                         *CURRENT SURVEY CONTROL
 GR0752  ___________________________________________________________________
 GR0752* NAD 83(1986)-  36 50 09.     (N)    114 39 25.     (W)     SCALED    
 GR0752* NAVD 88     -       548.173  (meters)    1798.46   (feet)  ADJUSTED  
 GR0752  ___________________________________________________________________
 GR0752  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 GR0752  DYNAMIC HT  -         547.651 (meters)    1796.75  (feet)  COMP
 GR0752  MODELED GRAV-     979,662.3   (mgal)                       NAVD 88
 GR0752
 GR0752  VERT ORDER  -  FIRST     CLASS I
 GR0752
 GR0752.The horizontal coordinates were scaled from a topographic map and have
 GR0752.an estimated accuracy of +/- 6 seconds.
 GR0752
 GR0752.The orthometric height was determined by differential leveling
 GR0752.and adjusted by the National Geodetic Survey in June 1991..
 GR0752
 GR0752.The geoid height was determined by GEOID03.
 GR0752
 GR0752.The dynamic height is computed by dividing the NAVD 88
 GR0752.geopotential number by the normal gravity value computed on the
 GR0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0752.degrees latitude (g = 980.6199 gals.).
 GR0752
 GR0752.The modeled gravity was interpolated from observed gravity values.
 GR0752
 GR0752;                    North         East    Units  Estimated Accuracy
 GR0752;SPC NV E     - 8,231,810.      282,630.      MT  (+/- 180 meters Scaled)
 GR0752
 GR0752                          SUPERSEDED SURVEY CONTROL
 GR0752
 GR0752  NGVD 29 (??/??/92)  547.496  (m)         1796.24   (f) ADJ UNCH    1 1
 GR0752
 GR0752.Superseded values are not recommended for survey control.
 GR0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0752.See file dsdata.txt to determine how the superseded data were derived.
 GR0752
 GR0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA089792(NAD 83)
 GR0752_MARKER: DB = BENCH MARK DISK
 GR0752_SETTING: 80 = SET IN A BOULDER
 GR0752_SP_SET: BOULDER
 GR0752_STAMPING: H 302 1941
 GR0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0752+STABILITY: SURFACE MOTION
 GR0752
 GR0752  HISTORY     - Date     Condition        Report By
 GR0752  HISTORY     - 1941     MONUMENTED       CGS
 GR0752  HISTORY     - 1949     GOOD             NGS
 GR0752  HISTORY     - 1963     GOOD             NGS
 GR0752
 GR0752                          STATION DESCRIPTION
 GR0752
 GR0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0752'12.1 MI N FROM MOAPA.
 GR0752'12.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0752'MOAPA, 11 RAILS SOUTH OF SIGNAL 3946, IN THE TOP OF A LARGE BOULDER ON
 GR0752'THE EAST SIDE OF A ROCKY RIDGE, 86 FEET SOUTHEAST OF AND ACROSS THE
 GR0752'TRACK FROM THE FERRIER ONE MILE SIGN, 31.5 FEET EAST OF THE EAST RAIL,
 GR0752'29 FEET SOUTH OF A TELEPHONE POLE, 27 FEET SOUTHWEST OF A FENCE
 GR0752'CORNER, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 GR0752
 GR0752                          STATION RECOVERY (1963)
 GR0752
 GR0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1128 ***********************************************************************
 GR1128  DESIGNATION -  H 303
 GR1128  PID         -  GR1128
 GR1128  STATE/COUNTY-  NV/CLARK
 GR1128  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1128
 GR1128                         *CURRENT SURVEY CONTROL
 GR1128  ___________________________________________________________________
 GR1128* NAD 83(1986)-  36 11 57.     (N)    115 11 41.     (W)     SCALED    
 GR1128* NAVD 88     -       661.97   (+/-2cm)    2171.8    (feet)  VERTCON   
 GR1128  ___________________________________________________________________
 GR1128  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GR1128
 GR1128  VERT ORDER  -  FIRST     CLASS I (See Below)
 GR1128
 GR1128.The horizontal coordinates were scaled from a topographic map and have
 GR1128.an estimated accuracy of +/- 6 seconds.
 GR1128
 GR1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1128.The vertical order pertains to the NGVD 29 superseded value.
 GR1128
 GR1128.The geoid height was determined by GEOID03.
 GR1128
 GR1128;                    North         East    Units  Estimated Accuracy
 GR1128;SPC NV E     - 8,160,840.      234,950.      MT  (+/- 180 meters Scaled)
 GR1128
 GR1128                          SUPERSEDED SURVEY CONTROL
 GR1128
 GR1128  NGVD 29 (??/??/92)  661.351  (m)         2169.78   (f) ADJ UNCH    1 1
 GR1128
 GR1128.Superseded values are not recommended for survey control.
 GR1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1128.See file dsdata.txt to determine how the superseded data were derived.
 GR1128
 GR1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA623075(NAD 83)
 GR1128_MARKER: DB = BENCH MARK DISK
 GR1128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR1128_SP_SET: CULVERT
 GR1128_STAMPING: H 303 1940
 GR1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1128
 GR1128  HISTORY     - Date     Condition        Report By
 GR1128  HISTORY     - 1940     MONUMENTED       CGS
 GR1128  HISTORY     - 1949     GOOD             NGS
 GR1128  HISTORY     - 1966     MARK NOT FOUND   USGS
 GR1128  HISTORY     - 1980     MARK NOT FOUND   NGS
 GR1128  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR1128
 GR1128                          STATION DESCRIPTION
 GR1128
 GR1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR1128'4.2 MI NW FROM LAS VEGAS.
 GR1128'4.2 MILES NORTHWEST ALONG THE U. S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1128'RAILROAD STATION AT LAS VEGAS, AT A DOUBLE 36-INCH VITRIFIED CLAY PIPE
 GR1128'CULVERT NO. E - 47 +90, IN THE TOP OF THE NORTHWEST END OF THE
 GR1128'NORTHEAST CONCRETE HEAD WALL, 19.3 FEET NORTHEAST OF THE CENTER LINE
 GR1128'OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 GR1128
 GR1128                          STATION RECOVERY (1966)
 GR1128
 GR1128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GR1128'MARK NOT FOUND.
 GR1128
 GR1128                          STATION RECOVERY (1980)
 GR1128
 GR1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1128'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE HEADWALL WAS
 GR1128'REMOVED DURING HIGHWAY CONSTRUCTION.
 GR1128
 GR1128                          STATION RECOVERY (1996)
 GR1128
 GR1128'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0192 ***********************************************************************
 HP0192  DESIGNATION -  H 304
 HP0192  PID         -  HP0192
 HP0192  STATE/COUNTY-  NV/LINCOLN
 HP0192  USGS QUAD   -  LOWER PAHRANAGAT LAKE NW (1969)
 HP0192
 HP0192                         *CURRENT SURVEY CONTROL
 HP0192  ___________________________________________________________________
 HP0192* NAD 83(1986)-  37 07 59.     (N)    115 09 02.     (W)     SCALED    
 HP0192* NAVD 88     -      1308.428  (meters)    4292.73   (feet)  ADJUSTED  
 HP0192  ___________________________________________________________________
 HP0192  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 HP0192  DYNAMIC HT  -        1307.016 (meters)    4288.10  (feet)  COMP
 HP0192  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 HP0192
 HP0192  VERT ORDER  -  SECOND    CLASS 0
 HP0192
 HP0192.The horizontal coordinates were scaled from a topographic map and have
 HP0192.an estimated accuracy of +/- 6 seconds.
 HP0192
 HP0192.The orthometric height was determined by differential leveling
 HP0192.and adjusted by the National Geodetic Survey in June 1991..
 HP0192
 HP0192.The geoid height was determined by GEOID03.
 HP0192
 HP0192.The dynamic height is computed by dividing the NAVD 88
 HP0192.geopotential number by the normal gravity value computed on the
 HP0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0192.degrees latitude (g = 980.6199 gals.).
 HP0192
 HP0192.The modeled gravity was interpolated from observed gravity values.
 HP0192
 HP0192;                    North         East    Units  Estimated Accuracy
 HP0192;SPC NV E     - 8,264,480.      238,450.      MT  (+/- 180 meters Scaled)
 HP0192
 HP0192                          SUPERSEDED SURVEY CONTROL
 HP0192
 HP0192  NGVD 29 (??/??/92) 1307.535  (m)         4289.80   (f) ADJ UNCH    2 0
 HP0192
 HP0192.Superseded values are not recommended for survey control.
 HP0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0192.See file dsdata.txt to determine how the superseded data were derived.
 HP0192
 HP0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB642112(NAD 83)
 HP0192_MARKER: DB = BENCH MARK DISK
 HP0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0192_STAMPING: H 304 1941
 HP0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0192+STABILITY: SURFACE MOTION
 HP0192
 HP0192  HISTORY     - Date     Condition        Report By
 HP0192  HISTORY     - 1941     MONUMENTED       CGS
 HP0192
 HP0192                          STATION DESCRIPTION
 HP0192
 HP0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0192'12.0 MI SE FROM ALAMO.
 HP0192'ABOUT 12.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0192'AT ALAMO, LINCOLN COUNTY, THENCE ABOUT 8.0 MILES SOUTH ALONG A ROAD
 HP0192'LEADING TO THE CROSSING OF U.S. HIGHWAY 95, AT A MOUNTAIN PASS, IN THE
 HP0192'SADDLE AT THE TOP OF THE GRADE, 45.0 FEET NORTHWEST OF THE CENTER LINE
 HP0192'OF THE ROAD, 3.0 FEET SOUTH OF A TRIANGULAR CONCRETE POST PROJECTING
 HP0192'ABOUT 2.0 FEET ABOVE GROUND, AND ABOUT 3.0 FEET HIGHER THAN THE ROAD.
 HP0192'A STANDARD DISK, STAMPED H 304 1941 AND SET IN THE TOP OF A CONCRETE
 HP0192'POST PROJECTING ABOUT 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1285 ***********************************************************************
 GR1285  DESIGNATION -  H 305
 GR1285  PID         -  GR1285
 GR1285  STATE/COUNTY-  NV/CLARK
 GR1285  USGS QUAD   -  HEAVENS WELL (1982)
 GR1285
 GR1285                         *CURRENT SURVEY CONTROL
 GR1285  ___________________________________________________________________
 GR1285* NAD 83(1986)-  36 39 14.     (N)    115 30 09.     (W)     SCALED    
 GR1285* NAVD 88     -       941.174  (meters)    3087.84   (feet)  ADJUSTED  
 GR1285  ___________________________________________________________________
 GR1285  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 GR1285  DYNAMIC HT  -         940.177 (meters)    3084.56  (feet)  COMP
 GR1285  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 GR1285
 GR1285  VERT ORDER  -  SECOND    CLASS 0
 GR1285
 GR1285.The horizontal coordinates were scaled from a topographic map and have
 GR1285.an estimated accuracy of +/- 6 seconds.
 GR1285
 GR1285.The orthometric height was determined by differential leveling
 GR1285.and adjusted by the National Geodetic Survey in June 1991..
 GR1285
 GR1285.The geoid height was determined by GEOID03.
 GR1285
 GR1285.The dynamic height is computed by dividing the NAVD 88
 GR1285.geopotential number by the normal gravity value computed on the
 GR1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1285.degrees latitude (g = 980.6199 gals.).
 GR1285
 GR1285.The modeled gravity was interpolated from observed gravity values.
 GR1285
 GR1285;                    North         East    Units  Estimated Accuracy
 GR1285;SPC NV E     - 8,211,230.      207,230.      MT  (+/- 180 meters Scaled)
 GR1285
 GR1285                          SUPERSEDED SURVEY CONTROL
 GR1285
 GR1285  NGVD 29 (??/??/92)  940.386  (m)         3085.25   (f) ADJ UNCH    2 0
 GR1285
 GR1285.Superseded values are not recommended for survey control.
 GR1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1285.See file dsdata.txt to determine how the superseded data were derived.
 GR1285
 GR1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA338575(NAD 83)
 GR1285_MARKER: DB = BENCH MARK DISK
 GR1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1285_STAMPING: H 305 1941
 GR1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1285+STABILITY: SURFACE MOTION
 GR1285
 GR1285  HISTORY     - Date     Condition        Report By
 GR1285  HISTORY     - 1941     MONUMENTED       CGS
 GR1285  HISTORY     - 1973     GOOD             USGS
 GR1285
 GR1285                          STATION DESCRIPTION
 GR1285
 GR1285'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR1285'17.5 MI E FROM INDIAN SPRINGS.
 GR1285'ABOUT 6.6 MI SE. ALONG U.S. HWY. 95 FROM THE POST OFFICE AT INDIAN
 GR1285'SPRINGS TO RD. JCT. LEADING NE., THENCE 1.3 MI NE. TO JCT. OF TRACK
 GR1285'RD.  ALONG NE. SIDE OF DISMANTLED RR., THENCE 1.0 MI ESE. ALONG TRACK
 GR1285'RD., THENCE 1.7 MI NE. ALONG TRACK RD. TO A LINE OF WRECKED VEHICLES
 GR1285'AT SW. EDGE OF DRY LAKE, THENCE 4.9 MI NNE ACROSS COUNTRY ON DRY LAKE
 GR1285'BED TO AN ABANDONED TRACK RD. AT NW. EDGE OF DRY LAKE, THENCE 2.0 MI
 GR1285'NORTH ALONG ABANDONED TRACK RD TO JCT. WITH BLADED GRAVEL RD., ABOUT
 GR1285'125 FT SOUTH OF A SMALL WASH, 25 FT WEST OF THE C/L OF THE RD., 3.0 FT
 GR1285'EAST OF A WHITE WOODEN POST STENCILED U.S.B.M., AND ABOUT 1.8 FT
 GR1285'HIGHER THAN THE RD. A STD. DISK, STAMPED H 305 1941, SET IN TOP OF A
 GR1285'CONC. POST PROJECTING 0.6 FT.  NOTE-- MARK LIES WITHIN THE BOUNDARY OF
 GR1285'NELLIS AIR FORCE RANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1365 ***********************************************************************
 KR1365  DESIGNATION -  H 306
 KR1365  PID         -  KR1365
 KR1365  STATE/COUNTY-  NV/WASHOE
 KR1365  USGS QUAD   -  RENO (1982)
 KR1365
 KR1365                         *CURRENT SURVEY CONTROL
 KR1365  ___________________________________________________________________
 KR1365* NAD 83(1986)-  39 30 55.     (N)    119 51 03.     (W)     SCALED    
 KR1365* NAVD 88     -      1391.323  (meters)    4564.70   (feet)  ADJUSTED  
 KR1365  ___________________________________________________________________
 KR1365  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 KR1365  DYNAMIC HT  -        1390.031 (meters)    4560.46  (feet)  COMP
 KR1365  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 KR1365
 KR1365  VERT ORDER  -  FIRST     CLASS I
 KR1365
 KR1365.The horizontal coordinates were scaled from a topographic map and have
 KR1365.an estimated accuracy of +/- 6 seconds.
 KR1365
 KR1365.The orthometric height was determined by differential leveling
 KR1365.and adjusted by the National Geodetic Survey in June 1991..
 KR1365
 KR1365.The geoid height was determined by GEOID03.
 KR1365
 KR1365.The dynamic height is computed by dividing the NAVD 88
 KR1365.geopotential number by the normal gravity value computed on the
 KR1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1365.degrees latitude (g = 980.6199 gals.).
 KR1365
 KR1365.The modeled gravity was interpolated from observed gravity values.
 KR1365
 KR1365;                    North         East    Units  Estimated Accuracy
 KR1365;SPC NV W     - 4,529,570.      691,010.      MT  (+/- 180 meters Scaled)
 KR1365
 KR1365                          SUPERSEDED SURVEY CONTROL
 KR1365
 KR1365  NGVD 29 (??/??/92) 1390.204  (m)         4561.03   (f) ADJ UNCH    1 1
 KR1365
 KR1365.Superseded values are not recommended for survey control.
 KR1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1365.See file dsdata.txt to determine how the superseded data were derived.
 KR1365
 KR1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD549778(NAD 83)
 KR1365_MARKER: DB = BENCH MARK DISK
 KR1365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1365_SP_SET: ABUTMENT
 KR1365_STAMPING: H 306 1947
 KR1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1365
 KR1365  HISTORY     - Date     Condition        Report By
 KR1365  HISTORY     - 1947     MONUMENTED       CGS
 KR1365  HISTORY     - 1969     GOOD             NGS
 KR1365
 KR1365                          STATION DESCRIPTION
 KR1365
 KR1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1365'2.5 MI W FROM RENO.
 KR1365'2.5 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1365'STATION AT RENO, ABOUT 0.15 MILE NORTHEAST OF THE CROSSING OF DEL
 KR1365'CURTO DRIVE, 3 RAILS SOUTHWEST OF THE CROSSING OF A POWER LINE, IN THE
 KR1365'TOP AND 1.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 KR1365'CONCRETE ABUTMENT OF A BRIDGE OVER A CANAL, 6.8 FEET NORTHWEST OF THE
 KR1365'NORTHWEST RAIL OF THE EASTBOUND TRACK, AND ABOUT 1/2 FOOT LOWER THAN
 KR1365'THE TRACK.  SEC 16, T19N, R19E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1218 ***********************************************************************
 KR1218  DESIGNATION -  H 307
 KR1218  PID         -  KR1218
 KR1218  STATE/COUNTY-  NV/WASHOE
 KR1218  USGS QUAD   -  RENO (1982)
 KR1218
 KR1218                         *CURRENT SURVEY CONTROL
 KR1218  ___________________________________________________________________
 KR1218* NAD 83(1986)-  39 30 45.     (N)    119 49 35.     (W)     SCALED    
 KR1218* NAVD 88     -      1400.992  (meters)    4596.42   (feet)  ADJUSTED  
 KR1218  ___________________________________________________________________
 KR1218  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 KR1218  DYNAMIC HT  -        1399.707 (meters)    4592.21  (feet)  COMP
 KR1218  MODELED GRAV-     979,660.9   (mgal)                       NAVD 88
 KR1218
 KR1218  VERT ORDER  -  FIRST     CLASS II
 KR1218
 KR1218.The horizontal coordinates were scaled from a topographic map and have
 KR1218.an estimated accuracy of +/- 6 seconds.
 KR1218
 KR1218.The orthometric height was determined by differential leveling
 KR1218.and adjusted by the National Geodetic Survey in June 1991..
 KR1218
 KR1218.The geoid height was determined by GEOID03.
 KR1218
 KR1218.The dynamic height is computed by dividing the NAVD 88
 KR1218.geopotential number by the normal gravity value computed on the
 KR1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1218.degrees latitude (g = 980.6199 gals.).
 KR1218
 KR1218.The modeled gravity was interpolated from observed gravity values.
 KR1218
 KR1218;                    North         East    Units  Estimated Accuracy
 KR1218;SPC NV W     - 4,529,230.      693,110.      MT  (+/- 180 meters Scaled)
 KR1218
 KR1218                          SUPERSEDED SURVEY CONTROL
 KR1218
 KR1218  NGVD 29 (??/??/92) 1399.907  (m)         4592.86   (f) ADJ UNCH    1 2
 KR1218
 KR1218.Superseded values are not recommended for survey control.
 KR1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1218.See file dsdata.txt to determine how the superseded data were derived.
 KR1218
 KR1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD570774(NAD 83)
 KR1218_MARKER: DB = BENCH MARK DISK
 KR1218_SETTING: 0 = UNSPECIFIED SETTING
 KR1218_STAMPING: H 307 1947
 KR1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1218
 KR1218  HISTORY     - Date     Condition        Report By
 KR1218  HISTORY     - 1947     MONUMENTED       CGS
 KR1218
 KR1218                          STATION DESCRIPTION
 KR1218
 KR1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KR1218'IN RENO.
 KR1218'AT RENO, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF MONROE STREET
 KR1218'AND MANOR DRIVE, 11.2 FEET EAST OF THE PROLONGATION OF THE EAST CURB
 KR1218'OF MANOR DRIVE, 1.7 FEET SOUTH OF THE SOUTH CURB OF MONROE STREET, 1.7
 KR1218'FEET EAST OF A FIRE PLUG AND 1.5 FEET WEST OF A TELEPHONE POLE, MARK
 KR1218'IS FLUSH WITH THE GROUND AND THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0114 ***********************************************************************
 KP0114  DESIGNATION -  H 31
 KP0114  PID         -  KP0114
 KP0114  STATE/COUNTY-  NV/WHITE PINE
 KP0114  USGS QUAD   -  MONTE NEVA HOT SPRINGS (1982)
 KP0114
 KP0114                         *CURRENT SURVEY CONTROL
 KP0114  ___________________________________________________________________
 KP0114* NAD 83(1986)-  39 37 44.     (N)    114 48 50.     (W)     SCALED    
 KP0114* NAVD 88     -      1817.685  (meters)    5963.52   (feet)  ADJUSTED  
 KP0114  ___________________________________________________________________
 KP0114  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 KP0114  DYNAMIC HT  -        1815.809 (meters)    5957.37  (feet)  COMP
 KP0114  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 KP0114
 KP0114  VERT ORDER  -  FIRST     CLASS II
 KP0114
 KP0114.The horizontal coordinates were scaled from a topographic map and have
 KP0114.an estimated accuracy of +/- 6 seconds.
 KP0114
 KP0114.The orthometric height was determined by differential leveling
 KP0114.and adjusted by the National Geodetic Survey in June 1991..
 KP0114
 KP0114.The geoid height was determined by GEOID03.
 KP0114
 KP0114.The dynamic height is computed by dividing the NAVD 88
 KP0114.geopotential number by the normal gravity value computed on the
 KP0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0114.degrees latitude (g = 980.6199 gals.).
 KP0114
 KP0114.The modeled gravity was interpolated from observed gravity values.
 KP0114
 KP0114;                    North         East    Units  Estimated Accuracy
 KP0114;SPC NV E     - 8,541,700.      266,050.      MT  (+/- 180 meters Scaled)
 KP0114
 KP0114                          SUPERSEDED SURVEY CONTROL
 KP0114
 KP0114  NGVD 29 (??/??/92) 1816.456  (m)         5959.49   (f) ADJ UNCH    1 2
 KP0114
 KP0114.Superseded values are not recommended for survey control.
 KP0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0114.See file dsdata.txt to determine how the superseded data were derived.
 KP0114
 KP0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD876888(NAD 83)
 KP0114_MARKER: DB = BENCH MARK DISK
 KP0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0114_STAMPING: 5959.489 H 31 1933
 KP0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0114+STABILITY: SURFACE MOTION
 KP0114
 KP0114  HISTORY     - Date     Condition        Report By
 KP0114  HISTORY     - 1933     MONUMENTED       CGS
 KP0114  HISTORY     - 1934     GOOD             NGS
 KP0114
 KP0114                          STATION DESCRIPTION
 KP0114
 KP0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0114'18.7 MI S FROM CHERRY CREEK.
 KP0114'ABOUT 18.7 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM THE
 KP0114'STATION AT CHERRY CREEK, WHITE PINE COUNTY, 91 FEET EAST OF MILEPOST
 KP0114'110, AND 42 FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 KP0114'DISK, STAMPED 5959.489 H 31 1933 AND SET IN THE TOP OF A CONCRETE POST
 KP0114'PROJECTING ABOUT 14 INCHES ABOVE GROUND.
 KP0114
 KP0114                          STATION RECOVERY (1934)
 KP0114
 KP0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0056 ***********************************************************************
 HP0056  DESIGNATION -  H 311
 HP0056  PID         -  HP0056
 HP0056  STATE/COUNTY-  NV/LINCOLN
 HP0056  USGS QUAD   -  PAHRANAGAT WASH (1980)
 HP0056
 HP0056                         *CURRENT SURVEY CONTROL
 HP0056  ___________________________________________________________________
 HP0056* NAD 83(1986)-  37 01 56.     (N)    114 58 26.     (W)     SCALED    
 HP0056* NAVD 88     -       822.649  (meters)    2698.97   (feet)  ADJUSTED  
 HP0056  ___________________________________________________________________
 HP0056  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 HP0056  DYNAMIC HT  -         821.831 (meters)    2696.29  (feet)  COMP
 HP0056  MODELED GRAV-     979,610.1   (mgal)                       NAVD 88
 HP0056
 HP0056  VERT ORDER  -  SECOND    CLASS 0
 HP0056
 HP0056.The horizontal coordinates were scaled from a topographic map and have
 HP0056.an estimated accuracy of +/- 6 seconds.
 HP0056
 HP0056.The orthometric height was determined by differential leveling
 HP0056.and adjusted by the National Geodetic Survey in June 1991..
 HP0056
 HP0056.The geoid height was determined by GEOID03.
 HP0056
 HP0056.The dynamic height is computed by dividing the NAVD 88
 HP0056.geopotential number by the normal gravity value computed on the
 HP0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0056.degrees latitude (g = 980.6199 gals.).
 HP0056
 HP0056.The modeled gravity was interpolated from observed gravity values.
 HP0056
 HP0056;                    North         East    Units  Estimated Accuracy
 HP0056;SPC NV E     - 8,253,380.      254,220.      MT  (+/- 180 meters Scaled)
 HP0056
 HP0056                          SUPERSEDED SURVEY CONTROL
 HP0056
 HP0056  NGVD 29 (??/??/92)  821.900  (m)         2696.52   (f) ADJ UNCH    2 0
 HP0056
 HP0056.Superseded values are not recommended for survey control.
 HP0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0056.See file dsdata.txt to determine how the superseded data were derived.
 HP0056
 HP0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB802003(NAD 83)
 HP0056_MARKER: DB = BENCH MARK DISK
 HP0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0056_STAMPING: H 311 1941
 HP0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0056+STABILITY: SURFACE MOTION
 HP0056
 HP0056  HISTORY     - Date     Condition        Report By
 HP0056  HISTORY     - 1941     MONUMENTED       CGS
 HP0056
 HP0056                          STATION DESCRIPTION
 HP0056
 HP0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0056'27.0 MI SE FROM ALAMO.
 HP0056'27.0 MILES SOUTHEAST OF, ALONG U.S. HIGHWAY NO. 93 TO REACH FROM POST
 HP0056'OFFICE AT ALAMO.  GO 15.3 MILES SOUTHWESTERLY ALONG U.S. HIGHWAY NO.
 HP0056'93 TO THE EAST END OF LOWER PAHRANAGAT LAKE, THENCE, CONTINUE ALONG
 HP0056'U.S. HIGHWAY NO. 93 11.7 MILES TO THE SITE OF BENCH MARK.  BENCH MARK
 HP0056'IS 4.0 MILES NORTH OF KANE SPRINGS WASH, ON THE OUTSIDE AND ABOUT THE
 HP0056'CENTER OF A WIDE CURVE, AND ABOUT 120.0 FEET NORTHWEST OF A HIGHWAY
 HP0056'FILL RIPRAPPED WITH BOULDERS.  IT IS 75.0 FEET NORTH OF THE CENTERLINE
 HP0056'OF THE HIGHWAY, 4.0 FEET WEST OF A 5-INCH CONCRETE, TRIANGULAR, MARKER
 HP0056'POST PROJECTING 2.0 FEET, AND ABOUT LEVEL WITH THE TOP OF THE
 HP0056'PAVEMENT.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0169 ***********************************************************************
 HP0169  DESIGNATION -  H 312
 HP0169  PID         -  HP0169
 HP0169  STATE/COUNTY-  NV/LINCOLN
 HP0169  USGS QUAD   -  ALAMO (1980)
 HP0169
 HP0169                         *CURRENT SURVEY CONTROL
 HP0169  ___________________________________________________________________
 HP0169* NAD 83(1986)-  37 18 34.     (N)    115 07 35.     (W)     SCALED    
 HP0169* NAVD 88     -      1023.638  (meters)    3358.39   (feet)  ADJUSTED  
 HP0169  ___________________________________________________________________
 HP0169  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 HP0169  DYNAMIC HT  -        1022.563 (meters)    3354.86  (feet)  COMP
 HP0169  MODELED GRAV-     979,547.0   (mgal)                       NAVD 88
 HP0169
 HP0169  VERT ORDER  -  SECOND    CLASS 0
 HP0169
 HP0169.The horizontal coordinates were scaled from a topographic map and have
 HP0169.an estimated accuracy of +/- 6 seconds.
 HP0169
 HP0169.The orthometric height was determined by differential leveling
 HP0169.and adjusted by the National Geodetic Survey in June 1991..
 HP0169
 HP0169.The geoid height was determined by GEOID03.
 HP0169
 HP0169.The dynamic height is computed by dividing the NAVD 88
 HP0169.geopotential number by the normal gravity value computed on the
 HP0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0169.degrees latitude (g = 980.6199 gals.).
 HP0169
 HP0169.The modeled gravity was interpolated from observed gravity values.
 HP0169
 HP0169;                    North         East    Units  Estimated Accuracy
 HP0169;SPC NV E     - 8,284,060.      240,500.      MT  (+/- 180 meters Scaled)
 HP0169
 HP0169                          SUPERSEDED SURVEY CONTROL
 HP0169
 HP0169  NGVD 29 (??/??/92) 1022.766  (m)         3355.52   (f) ADJ UNCH    2 0
 HP0169
 HP0169.Superseded values are not recommended for survey control.
 HP0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0169.See file dsdata.txt to determine how the superseded data were derived.
 HP0169
 HP0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB660308(NAD 83)
 HP0169_MARKER: DB = BENCH MARK DISK
 HP0169_SETTING: 80 = SET IN A BOULDER
 HP0169_STAMPING: H 312 1941
 HP0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0169+STABILITY: SURFACE MOTION
 HP0169
 HP0169  HISTORY     - Date     Condition        Report By
 HP0169  HISTORY     - 1941     MONUMENTED       CGS
 HP0169
 HP0169                          STATION DESCRIPTION
 HP0169
 HP0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0169'5.0 MI SE FROM ALAMO.
 HP0169'ABOUT 5.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0169'AT ALAMO, LINCOLN COUNTY, ON THE SOUTH SLOPE OF A SMALL HILL COVERED
 HP0169'WITH BROWN BOULDERS, 20.0 FEET NORTH OF THE NORTHEAST END OF A SMALL
 HP0169'CULVERT, 33.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 HP0169'TOP OF A BROWN BOULDER, ABOUT 1 FOOT ABOVE GROUND, AND ABOUT LEVEL
 HP0169'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED H 312 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0865 ***********************************************************************
 GR0865  DESIGNATION -  H 313
 GR0865  PID         -  GR0865
 GR0865  STATE/COUNTY-  NV/LINCOLN
 GR0865  USGS QUAD   -  BURRO BASIN (1973)
 GR0865
 GR0865                         *CURRENT SURVEY CONTROL
 GR0865  ___________________________________________________________________
 GR0865* NAD 83(1986)-  36 53 18.     (N)    115 17 32.     (W)     SCALED    
 GR0865* NAVD 88     -      1250.858  (meters)    4103.86   (feet)  ADJUSTED  
 GR0865  ___________________________________________________________________
 GR0865  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 GR0865  DYNAMIC HT  -        1249.501 (meters)    4099.40  (feet)  COMP
 GR0865  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 GR0865
 GR0865  VERT ORDER  -  SECOND    CLASS 0
 GR0865
 GR0865.The horizontal coordinates were scaled from a topographic map and have
 GR0865.an estimated accuracy of +/- 6 seconds.
 GR0865
 GR0865.The orthometric height was determined by differential leveling
 GR0865.and adjusted by the National Geodetic Survey in June 1991..
 GR0865
 GR0865.The geoid height was determined by GEOID03.
 GR0865
 GR0865.The dynamic height is computed by dividing the NAVD 88
 GR0865.geopotential number by the normal gravity value computed on the
 GR0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0865.degrees latitude (g = 980.6199 gals.).
 GR0865
 GR0865.The modeled gravity was interpolated from observed gravity values.
 GR0865
 GR0865;                    North         East    Units  Estimated Accuracy
 GR0865;SPC NV E     - 8,237,280.      225,950.      MT  (+/- 180 meters Scaled)
 GR0865
 GR0865                          SUPERSEDED SURVEY CONTROL
 GR0865
 GR0865  NGVD 29 (??/??/92) 1249.989  (m)         4101.01   (f) ADJ UNCH    2 0
 GR0865
 GR0865.Superseded values are not recommended for survey control.
 GR0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0865.See file dsdata.txt to determine how the superseded data were derived.
 GR0865
 GR0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA521838(NAD 83)
 GR0865_MARKER: DB = BENCH MARK DISK
 GR0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0865_SP_SET: CONCRETE POST
 GR0865_STAMPING: H 313 1941
 GR0865_MARK LOGO: CGS   
 GR0865_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0865+STABILITY: SURFACE MOTION
 GR0865
 GR0865  HISTORY     - Date     Condition        Report By
 GR0865  HISTORY     - 1941     MONUMENTED       CGS
 GR0865  HISTORY     - 1970     GOOD             USGS
 GR0865  HISTORY     - 19930309 GOOD             LOCENG
 GR0865
 GR0865                          STATION DESCRIPTION
 GR0865
 GR0865'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GR0865'40.0 MI S FROM ALAMO.
 GR0865'ABOUT 12.0 MI SSE. ALONG U.S. HWY. 93 FROM THE POST OFFICE AT ALAMO,
 GR0865'THENCE ABOUT 16.6 MI SW. ALONG BLADED RD. TO THE JCT. OF AN ABANDONED
 GR0865'RD., THENCE ABOUT 8.6 MI SSW. ALONG ABANDONED RD. (RD. CLOSED BY THE
 GR0865'DESERT NATIONAL WILDLIFE RANGE AND LEADS ACROSS W. END OF DESERT LAKE
 GR0865'- DRY LAKE) TO Y-RD., THENCE ABOUT 2.8 MI S. ALONG MAIN TRAVELLED RD.
 GR0865'37 FT W. OF RD. CENTERLINE.  3 FT E OF A BLEACHED-OUT WOODEN WITNESS
 GR0865'POST.  ABOUT 0.5 FT HIGHER THAN RD.  A STD. USC AND GS DISK STAMPED H
 GR0865'313 1941, SET IN TOP OF A CONC. POST PROJECTING 0.5 FT.
 GR0865
 GR0865                          STATION RECOVERY (1993)
 GR0865
 GR0865'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 GR0865'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 GR0865'(3.3 FT) EAST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0029 ***********************************************************************
 GR0029  DESIGNATION -  H 315
 GR0029  PID         -  GR0029
 GR0029  STATE/COUNTY-  NV/CLARK
 GR0029  USGS QUAD   -  OVERTON (1983)
 GR0029
 GR0029                         *CURRENT SURVEY CONTROL
 GR0029  ___________________________________________________________________
 GR0029* NAD 83(1986)-  36 34 02.     (N)    114 26 31.     (W)     SCALED    
 GR0029* NAVD 88     -       414.632  (meters)    1360.34   (feet)  POSTED    
 GR0029  ___________________________________________________________________
 GR0029  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 GR0029  DYNAMIC HT  -         414.230 (meters)    1359.02  (feet)  COMP
 GR0029  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 GR0029
 GR0029  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0029
 GR0029.The horizontal coordinates were scaled from a topographic map and have
 GR0029.an estimated accuracy of +/- 6 seconds.
 GR0029
 GR0029.The orthometric height was determined by differential leveling
 GR0029.and adjusted by the National Geodetic Survey in 1992..
 GR0029.No vertical observational check was made to the station.
 GR0029.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0029.was located on a no-check spur therefore a value was not computed.
 GR0029
 GR0029.The geoid height was determined by GEOID03.
 GR0029
 GR0029.The dynamic height is computed by dividing the NAVD 88
 GR0029.geopotential number by the normal gravity value computed on the
 GR0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0029.degrees latitude (g = 980.6199 gals.).
 GR0029
 GR0029.The modeled gravity was interpolated from observed gravity values.
 GR0029
 GR0029;                    North         East    Units  Estimated Accuracy
 GR0029;SPC NV E     - 8,202,210.      302,160.      MT  (+/- 180 meters Scaled)
 GR0029
 GR0029                          SUPERSEDED SURVEY CONTROL
 GR0029
 GR0029  NGVD 29 (??/??/92)  413.976  (m)         1358.19   (f) ADJ UNCH    1 1
 GR0029
 GR0029.Superseded values are not recommended for survey control.
 GR0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0029.See file dsdata.txt to determine how the superseded data were derived.
 GR0029
 GR0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA289499(NAD 83)
 GR0029_MARKER: DB = BENCH MARK DISK
 GR0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0029_SP_SET: FOUNDATION
 GR0029_STAMPING: H 315 1949
 GR0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0029
 GR0029  HISTORY     - Date     Condition        Report By
 GR0029  HISTORY     - 1949     MONUMENTED       CGS
 GR0029  HISTORY     - 1978     GOOD             USGS
 GR0029
 GR0029                          STATION DESCRIPTION
 GR0029
 GR0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GR0029'1.6 MI N FROM OVERTON.
 GR0029'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT OVERTON,
 GR0029'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3 MILE NORTH
 GR0029'ALONG A GRADED ROAD, AT THE OVERTON AIRPORT, 0.5 MILE NORTH OF THE
 GR0029'AIRPORT OFFICE, AT THE WIND CONE, IN THE TOP OF THE CENTER OF THE WEST
 GR0029'EDGE OF THE CONCRETE FOUNDATION, AT THE Y JUNCTION OF THE
 GR0029'NORTHWEST-SOUTHEAST AND NORTH-SOUTH RUNWAYS, ABOUT 34 YARDS EAST OF
 GR0029'THE EAST EDGE OF THE NORTH-SOUTH RUNWAY, AND 0.1 FOOT ABOVE THE
 GR0029'GROUND.
 GR0029
 GR0029                          STATION RECOVERY (1978)
 GR0029
 GR0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GR0029'OVERTON POST OFFICE, 1.4 MI N OF. AT OVERTON AIRPORT PERKINS FIELD.
 GR0029'0.5 MI N OF THE AIRPORT OFFICE. AT THE WIND CONE. IN TOP OF CONCRETE
 GR0029'FOUNDATION, IN CENTER OF WEST EDGE. STANDARD USC AND GS TABLET
 GR0029'STAMPED H 315 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0906 ***********************************************************************
 KR0906  DESIGNATION -  H 316
 KR0906  PID         -  KR0906
 KR0906  STATE/COUNTY-  NV/WASHOE
 KR0906  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR0906
 KR0906                         *CURRENT SURVEY CONTROL
 KR0906  ___________________________________________________________________
 KR0906* NAD 83(1986)-  39 28 38.     (N)    119 47 22.     (W)     SCALED    
 KR0906* NAVD 88     -      1363.592  (meters)    4473.72   (feet)  ADJUSTED  
 KR0906  ___________________________________________________________________
 KR0906  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR0906  DYNAMIC HT  -        1362.344 (meters)    4469.62  (feet)  COMP
 KR0906  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 KR0906
 KR0906  VERT ORDER  -  FIRST     CLASS II
 KR0906
 KR0906.The horizontal coordinates were scaled from a topographic map and have
 KR0906.an estimated accuracy of +/- 6 seconds.
 KR0906
 KR0906.The orthometric height was determined by differential leveling
 KR0906.and adjusted by the National Geodetic Survey in June 1991..
 KR0906
 KR0906.The geoid height was determined by GEOID03.
 KR0906
 KR0906.The dynamic height is computed by dividing the NAVD 88
 KR0906.geopotential number by the normal gravity value computed on the
 KR0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0906.degrees latitude (g = 980.6199 gals.).
 KR0906
 KR0906.The modeled gravity was interpolated from observed gravity values.
 KR0906
 KR0906;                    North         East    Units  Estimated Accuracy
 KR0906;SPC NV W     - 4,525,270.      696,230.      MT  (+/- 180 meters Scaled)
 KR0906
 KR0906                          SUPERSEDED SURVEY CONTROL
 KR0906
 KR0906  NGVD 29 (??/??/92) 1362.512  (m)         4470.17   (f) ADJ UNCH    1 2
 KR0906
 KR0906.Superseded values are not recommended for survey control.
 KR0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0906.See file dsdata.txt to determine how the superseded data were derived.
 KR0906
 KR0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD600734(NAD 83)
 KR0906_MARKER: DB = BENCH MARK DISK
 KR0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0906_STAMPING: H 316
 KR0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0906+STABILITY: SURFACE MOTION
 KR0906
 KR0906  HISTORY     - Date     Condition        Report By
 KR0906  HISTORY     - UNK      MONUMENTED       NVDH
 KR0906  HISTORY     - 1968     GOOD             USGS
 KR0906
 KR0906                          STATION DESCRIPTION
 KR0906
 KR0906'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 KR0906'3.7 MI SE FROM RENO.
 KR0906'ABOUT 3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE
 KR0906'IN RENO, AT THE JUNCTION OF HASH LANE LEADING SOUTHWEST, 45.3 FEET
 KR0906'NORTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE SIDEWALK LEADING TO A
 KR0906'HOUSE, 32.5 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTH-EAST BOUND
 KR0906'LANE OF HIGHWAY 395, 27 FEET SOUTHEAST OF THE CENTERLINE OF HASH LANE,
 KR0906'3 FEET WEST OF THE PROJECTED INTERSECTION OF TWO FENCE LINES LEADING
 KR0906'SOUTH AND LEADING WEST, AND ABOUT THREE FEET HIGHER THAN THE HIGHWAY.
 KR0906'A STANDARD DISK, STAMPED H 316 AND SET IN THE TOP OF A CONCRETE POST
 KR0906'FLUSH IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0146 ***********************************************************************
 LS0146  DESIGNATION -  H 317
 LS0146  PID         -  LS0146
 LS0146  STATE/COUNTY-  NV/PERSHING
 LS0146  USGS QUAD   -  LOVELOCK (1987)
 LS0146
 LS0146                         *CURRENT SURVEY CONTROL
 LS0146  ___________________________________________________________________
 LS0146* NAD 83(1986)-  40 10 32.     (N)    118 28 42.     (W)     SCALED    
 LS0146* NAVD 88     -      1212.594  (meters)    3978.32   (feet)  ADJUSTED  
 LS0146  ___________________________________________________________________
 LS0146  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 LS0146  DYNAMIC HT  -        1211.622 (meters)    3975.13  (feet)  COMP
 LS0146  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 LS0146
 LS0146  VERT ORDER  -  FIRST     CLASS II
 LS0146
 LS0146.The horizontal coordinates were scaled from a topographic map and have
 LS0146.an estimated accuracy of +/- 6 seconds.
 LS0146
 LS0146.The orthometric height was determined by differential leveling
 LS0146.and adjusted by the National Geodetic Survey in June 1991..
 LS0146
 LS0146.The geoid height was determined by GEOID03.
 LS0146
 LS0146.The dynamic height is computed by dividing the NAVD 88
 LS0146.geopotential number by the normal gravity value computed on the
 LS0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0146.degrees latitude (g = 980.6199 gals.).
 LS0146
 LS0146.The modeled gravity was interpolated from observed gravity values.
 LS0146
 LS0146;                    North         East    Units  Estimated Accuracy
 LS0146;SPC NV W     - 4,602,110.      808,940.      MT  (+/- 180 meters Scaled)
 LS0146
 LS0146                          SUPERSEDED SURVEY CONTROL
 LS0146
 LS0146  NGVD 29 (??/??/92) 1211.656  (m)         3975.24   (f) ADJ UNCH    1 2
 LS0146
 LS0146.Superseded values are not recommended for survey control.
 LS0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0146.See file dsdata.txt to determine how the superseded data were derived.
 LS0146
 LS0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE741482(NAD 83)
 LS0146_MARKER: DB = BENCH MARK DISK
 LS0146_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LS0146+WITH SETTING: PAVEMENT
 LS0146_SP_SET: TOWER LEG FOUNDATION
 LS0146_STAMPING: H 317 1951
 LS0146_MARK LOGO: CGS   
 LS0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0146+STABILITY: SURFACE MOTION
 LS0146
 LS0146  HISTORY     - Date     Condition        Report By
 LS0146  HISTORY     - 1951     MONUMENTED       CGS
 LS0146  HISTORY     - 1957     GOOD             NGS
 LS0146  HISTORY     - 1986     GOOD             NGS
 LS0146
 LS0146                          STATION DESCRIPTION
 LS0146
 LS0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LS0146'IN LOVELOCK.
 LS0146'FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT LOVELOCK, 0.35
 LS0146'MILE SOUTH ALONG THE TRACKS, SET IN THE TOP OF THE EAST CORNER OF THE
 LS0146'SOUTHWEST FOUNDATION FOR A WATER TANK (THE TANK NOT BEING PLACED ON
 LS0146'THE FOUNDATION), 58.6 FEET WEST OF THE WEST RAIL OF THE TRACK FOR
 LS0146'SOUTHWEST BOUND TRAINS, 48 FEET EAST OF THE CENTER LINE OF WEST
 LS0146'BROADWAY STREET, 30.2 FEET EAST OF A TELEPHONE POLE WITH A GUY WIRE,
 LS0146'28.8 FEET NORTHWEST OF MILEPOST NO. 344, AND SET ABOUT LEVEL WITH THE
 LS0146'TRACKS.
 LS0146
 LS0146                          STATION RECOVERY (1957)
 LS0146
 LS0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0146'RECOVERED IN GOOD CONDITION.
 LS0146
 LS0146                          STATION RECOVERY (1986)
 LS0146
 LS0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0146'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.10 KM (0.06
 LS0146'MI) SOUTHEAST ALONG MAIN STREET FROM THE INTERSECTION OF CORNELL
 LS0146'AVENUE IN LOVELOCK, THENCE 0.54 KM (0.33 MI) SOUTHWEST ALONG WEST
 LS0146'BROADWAY AVENUE, IN TOP AND AT THE SOUTHEAST CORNER OF THE SOUTHMOST 1
 LS0146'OF 5 CONCRETE FOUNDATIONS FOR A WATER TOWER (TOWER HAS SINCE BEEN
 LS0146'REMOVED), 13.4 METERS (44.0 FT) SOUTHEAST OF THE CENTERLINE OF
 LS0146'BROADWAY AVENUE, 32.0 METERS (105 FT) NORTHEAST OF THE EXTENDED
 LS0146'CENTERLINE OF FIFTH STREET, 14.0 METERS (46.0 FT) NORTHWEST OF THE
 LS0146'NORTHWEST RAIL OF THE NORTHWESTMOST SET OF TRACKS OF THE SOUTHERN
 LS0146'PACIFIC COMPANY RAILROAD, 8.8 METERS (29.0 FT) NORTH OF RAILROAD
 LS0146'MILEPOST 344, 7.2 METERS (23.5 FT) SOUTHEAST OF A POWER POLE.
 LS0146'THE MARK IS 0.6 M ABOVE BROADWAY AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0029 ***********************************************************************
 MU0029  FBN         -  This is a Federal Base Network Control Station.
 MU0029  DESIGNATION -  H 318
 MU0029  PID         -  MU0029
 MU0029  STATE/COUNTY-  NV/ELKO
 MU0029  USGS QUAD   -  THE POINT (1971)
 MU0029
 MU0029                         *CURRENT SURVEY CONTROL
 MU0029  ___________________________________________________________________
 MU0029* NAD 83(1999)-  41 57 44.69562(N)    116 11 14.73499(W)     ADJUSTED  
 MU0029* NAVD 88     -      1634.963  (meters)    5364.04   (feet)  ADJUSTED  
 MU0029  ___________________________________________________________________
 MU0029  EPOCH DATE  -        1999.37
 MU0029  X           -  -2,096,656.326 (meters)                     COMP
 MU0029  Y           -  -4,263,329.774 (meters)                     COMP
 MU0029  Z           -   4,243,582.466 (meters)                     COMP
 MU0029  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 MU0029  ELLIP HEIGHT-        1618.05  (meters)          (05/16/00) GPS OBS
 MU0029  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 MU0029  DYNAMIC HT  -        1633.792 (meters)    5360.20  (feet)  COMP
 MU0029  MODELED GRAV-     979,848.6   (mgal)                       NAVD 88
 MU0029
 MU0029  HORZ ORDER  -  A
 MU0029  VERT ORDER  -  SECOND    CLASS 0
 MU0029  ELLP ORDER  -  FOURTH    CLASS I
 MU0029
 MU0029.The horizontal coordinates were established by GPS observations
 MU0029.and adjusted by the National Geodetic Survey in May 2000..
 MU0029.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 MU0029.DATUM ITEM on the data sheet items page.
 MU0029.The horizontal coordinates are valid at the epoch date displayed above.
 MU0029.The epoch date for horizontal control is a decimal equivalence
 MU0029.of Year/Month/Day.
 MU0029
 MU0029.The orthometric height was determined by differential leveling
 MU0029.and adjusted by the National Geodetic Survey in June 1991..
 MU0029
 MU0029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MU0029
 MU0029.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0029
 MU0029.The ellipsoidal height was determined by GPS observations
 MU0029.and is referenced to NAD 83.
 MU0029
 MU0029.The geoid height was determined by GEOID03.
 MU0029
 MU0029.The dynamic height is computed by dividing the NAVD 88
 MU0029.geopotential number by the normal gravity value computed on the
 MU0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0029.degrees latitude (g = 980.6199 gals.).
 MU0029
 MU0029.The modeled gravity was interpolated from observed gravity values.
 MU0029
 MU0029;                    North         East     Units Scale Factor Converg.
 MU0029;SPC NV E     - 8,800,700.373   149,925.897   MT  0.99993084   -0 24 14.2
 MU0029;SPC NV E     -28,873,631.14    491,881.88   sFT  0.99993084   -0 24 14.2
 MU0029;SPC ID W     -    32,939.085   763,739.952   MT  0.99994951   -0 17 32.9
 MU0029;UTM  11      - 4,645,922.542   567,335.243   MT  0.99965579   +0 32 36.0
 MU0029
 MU0029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0029!SPC NV E     -   0.99974629  x   0.99993084  =   0.99967714
 MU0029!SPC ID W     -   0.99974629  x   0.99994951  =   0.99969581
 MU0029!UTM  11      -   0.99974629  x   0.99965579  =   0.99940216
 MU0029
 MU0029:                Primary Azimuth Mark                     Grid Az
 MU0029:SPC NV E     -  E 318                                    176 50 37.9
 MU0029:SPC ID W     -  E 318                                    176 43 56.6
 MU0029:UTM  11      -  E 318                                    175 53 47.7
 MU0029
 MU0029|---------------------------------------------------------------------|
 MU0029| PID    Reference Object                     Distance      Geod. Az  |
 MU0029|                                                           dddmmss.s |
 MU0029| DD5387 E 318                                              1762623.7 |
 MU0029| DD5388 H 318 RM 1                           10.498 METERS 17640     |
 MU0029| DD5389 H 318 RM 2                            9.770 METERS 28510     |
 MU0029|---------------------------------------------------------------------|
 MU0029
 MU0029                          SUPERSEDED SURVEY CONTROL
 MU0029
 MU0029  NAD 83(1994)-  41 57 44.69448(N)    116 11 14.73297(W) AD(       ) B
 MU0029  ELLIP H (03/30/95) 1618.15   (m)                       GP(       ) 4 1
 MU0029  NAD 83(1986)-  41 57 44.69805(N)    116 11 14.72927(W) AD(       ) 2
 MU0029  NAD 27      -  41 57 45.05700(N)    116 11 11.36700(W) AD(       ) 2
 MU0029  NAVD 88 (03/30/95) 1634.96   (m)         5364.0    (f) LEVELING    3  
 MU0029  NGVD 29 (??/??/92) 1633.81   (m)         5360.3    (f) COMPUTED    2 0
 MU0029
 MU0029.Superseded values are not recommended for survey control.
 MU0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0029.See file dsdata.txt to determine how the superseded data were derived.
 MU0029
 MU0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG6733545923(NAD 83)
 MU0029_MARKER: DB = BENCH MARK DISK
 MU0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0029_STAMPING: H 318 1951
 MU0029_MARK LOGO: CGS   
 MU0029_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0029+STABILITY: SURFACE MOTION
 MU0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0029+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1999
 MU0029
 MU0029  HISTORY     - Date     Condition        Report By
 MU0029  HISTORY     - 1951     MONUMENTED       CGS
 MU0029  HISTORY     - 1956     GOOD             CGS
 MU0029  HISTORY     - 1956     GOOD             NGS
 MU0029  HISTORY     - 1980     GOOD             NGS
 MU0029  HISTORY     - 19940125 GOOD             NGS
 MU0029  HISTORY     - 19990121 GOOD             NGS
 MU0029  HISTORY     - 19990720 GOOD             NGS
 MU0029
 MU0029                          STATION DESCRIPTION
 MU0029
 MU0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MU0029'6.8 MI W FROM OWYHEE.
 MU0029'FROM THE GRADE SCHOOL IN OWYHEE, 0.5 MILES SOUTHEAST ALONG STATE
 MU0029'HIGHWAY 11, THENCE 3.0 MILES WEST ALONG STATE HIGHWAY 11, THENCE 2.0
 MU0029'MILES WEST ALONG A GRAVEL ROAD LEADING TO THE AIRPORT RUNWAY, THENCE
 MU0029'1.3 MILES NORTH ALONG THE EAST EDGE OF THE RUNWAY, AT THE EXTREME
 MU0029'NORTHEAST CORNER OF THE LONE ASPHALT RUNWAY, 69 1/2 FEET EAST OF THE
 MU0029'CENTER LINE OF THE NORTH END OF THE RUNWAY, 44 FEET EAST OF THE CENTER
 MU0029'LINE OF A TRACK ROAD LEADING NORTH FROM THE NORTH END OF THE RUNWAY,
 MU0029'2.2 FEET SOUTH OF A WITNESS POST, ABOUT 0.4 FEET LOWER THAN THE CENTER
 MU0029'LINE OF THE RUNWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MU0029'0.4 FEET ABOVE THE GROUND.
 MU0029
 MU0029                          STATION RECOVERY (1956)
 MU0029
 MU0029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MU0029'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE ASPHALT
 MU0029'LANDING STRIP AT THE OWYHEE AIRPORT, ABOUT 5.0 MILES WEST OF
 MU0029'OWYHEE, AND 2.5 FEET SOUTH OF A WHITE WITNESS POST.
 MU0029'
 MU0029'TO REACH THE STATION FROM THE POST OFFICE IN OWYHEE GO SOUTH ON
 MU0029'THE GRAVELED ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT AND SIGNS
 MU0029'OWYHEE AIRPORT 4 PETAN RANCH 25.  TURN RIGHT AND DRIVE WESTERLY ON
 MU0029'THE GRAVELED ROAD FOR 4.8 MILES TO A CATTLE GUARD AND THE BENCH
 MU0029'MARK F 318, ON THE RIGHT (NORTH) SIDE OF THE ROAD.  CONTINUE
 MU0029'STRAIGHT AHEAD AND GO 0.1 MILE TO THE EAST EDGE OF A LANDING
 MU0029'STRIP.  TURN RIGHT AND DRIVE NORTHERLY ALONG THE EAST EDGE OF
 MU0029'THE LANDING STRIP FOR 1.25 MILES TO THE NORTHEAST CORNER OF THE
 MU0029'STRIP AND THE STATION.
 MU0029'
 MU0029'THE STATION MARK IS A STANDARD BENCH MARK DISK, STAMPED B.M.
 MU0029'H 318 1951, AND IS SET IN THE TOP OF A ROUND CONCRETE CYLINDER
 MU0029'THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 MU0029'
 MU0029'REFERENCE MARK 1, A STANDARD DISK STAMPED B.M. H 318 1956, IS
 MU0029'SECURED TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE THAT PROJECTS
 MU0029'ABOUT 10 INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST OF THE EAST
 MU0029'EDGE OF THE LANDING STRIP, AND IS ABOUT THE SAME ELEVATION AS THE
 MU0029'STATION.
 MU0029'
 MU0029'REFERENCE MARK 2, A STANDARD DISK STAMPED B.M. H 318 1956, IS
 MU0029'SECURED TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE THAT PROJECTS
 MU0029'ABOUT 12 INCHES ABOVE THE GROUND.  IT IS ABOUT 8 FEET NORTH
 MU0029'OF THE NORTH EDGE OF THE LANDING STRIP AND IS ABOUT 18 INCHES
 MU0029'HIGHER THAN THE STATION.
 MU0029'
 MU0029'BENCH MARK F 318, A STANDARD BENCH MARK DISK STAMPED F 318 1951,
 MU0029'IS SET IN THE TOP OF A ROUND CONCRETE CYLINDER THAT PROJECTS
 MU0029'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 38 FEET NORTH
 MU0029'OF THE NORTH END OF A CATTLE GUARD, 3 FEET NORTH OF THE NORTH GATE
 MU0029'POST, 2 FEET WEST OF A WHITE WITNESS POST, AND 2 FEET EAST OF
 MU0029'A NORTH-SOUTH FENCE LINE.  THIS MARK CAN BE USED FOR AN AZIMUTH.
 MU0029'
 MU0029'THIS STATION IS A DRIVE STATION.
 MU0029
 MU0029                          STATION RECOVERY (1956)
 MU0029
 MU0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 MU0029'RECOVERED IN GOOD CONDITION.
 MU0029
 MU0029                          STATION RECOVERY (1980)
 MU0029
 MU0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MU0029'THE STATION WAS RECOVERED AT THE OWYHEE INDIAN RESERVATION
 MU0029'AIRPORT.  THE NORTH EDGE AND SOUTHEDGE ARE CHIPPED HOWEVER, THE MARK
 MU0029'IS SOLID IN THE GROUND.  REFERENCE MARKS 1 AND 2 WERE NOT
 MU0029'RECOVERED.  THE AZIMUTH MARK (BM E 318) WAS FOUND AND RECOVERED IN
 MU0029'GOOD CONDITION.  REFERENCE MARK 3 AND 4 WERE ESTABLISHED AT THIS DATE.
 MU0029'
 MU0029'THE STATION IS LOCATED
 MU0029'ON THE DUCK VALLEY INDIAN RESERVATION WHICH WAS FORMERLY KNOWN AS THE
 MU0029'OWYHEE INDIAN RESERVATION.
 MU0029'
 MU0029'THE 1956 TO REACH TO THE STATION WAS FOUND TO BE ENTIRELY ADEQUATE.
 MU0029'
 MU0029'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 MU0029'STAMPED---H 318 1951--- SET INTO THE TOP OF A ROUND CONCRETE
 MU0029'MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 10 CM (4 INCHES)
 MU0029'ABOVE THE GROUND LOCATED 22.56 METERS (74.0 FEET) E FROM THE
 MU0029'CENTERLINE OF THE NORTH END OF BLACK TOP N-S RUNWAY, 12.65 METERS
 MU0029'(41.5 FEET) E FROM THE CENTERLINE OF A GRAVELED ROAD LEADING NORTH,
 MU0029'3.20 METERS (10.5 FEET) ENE FROM THE NORTHEAST CORNER OF THE
 MU0029'BLACKTOP, 1.07 METERS (3.5 FEET) N FROM A METAL WITNESS POST, AND
 MU0029'1.07 METERS (3.5 FEET) S FROM A METAL WITNESS POST.
 MU0029'
 MU0029'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 MU0029'STAMPED---BM H 318 1956 NO 3 1980--- SET INTO THE TOP OF A ROUND
 MU0029'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 MU0029'ON THE EAST EDGE OF THE BLACK TOPPED AIRPORT RUNWAY.  IT IS LOCATED
 MU0029'21.95 METERS (72.0 FEET) S FROM THE NORTH EAST BLACK TOP CORNER OF
 MU0029'RUNWAY, 19.81 METERS (65.0 FEET) E FROM THE CENTER OF RUNWAY, 3.14
 MU0029'METERS (10.3 FEET) W FROM A METAL WITNESS POST WITH SIGN, AND 0.6
 MU0029'METER (2 FEET) HIGHER THAN THE STATION.
 MU0029'
 MU0029'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 MU0029'STAMPED---BM H 318 1956 NO 4 1980--- SET INTO THE TOP OF A ROUND
 MU0029'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 MU0029'ON THE NORTH EDGE OF THE NORTH END OF RUNWAY.  IT IS LOCATED ABOUT
 MU0029'CENTER OF THE (N-S) RUNWAY, AND 10.06 METERS (33.0 FEET) W
 MU0029'FROM THE CENTER OF A GRAVELED ROAD LEADING NORTH FROM THE NORTH END
 MU0029'OF THE RUNWAY.
 MU0029'
 MU0029'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 MU0029'NOS) DISK STAMPED---F 318 1951--- SET INTO THE TOP OF A ROUND
 MU0029'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 15 CM (6
 MU0029'INCHES) ABOVE THE GROUND LOCATED 11.6 METERS (38 FEET) N FROM THE
 MU0029'NORTH END OF A CATTLE GUARD, 0.9 METER (3 FEET) N FROM THE NORTH
 MU0029'FENCE LINE, 0.6 METER (2 FEET) W FROM A WHITE WITNESS POST, AND 0.6
 MU0029'METER (2 FEET) E FROM A NORTH-SOUTH FENCE LINE.
 MU0029
 MU0029                          STATION RECOVERY (1994)
 MU0029
 MU0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 MU0029'STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) SOUTH OF THE NEVADA-IDAHO
 MU0029'STATE LINE, 6.5 KM (4.05 MI) WEST-NORTHWEST OF OWYHEE, ON THE DUCK
 MU0029'VALLEY INDIAN RESERVATION, AT THE NORTHEAST CORNER OF AN ABANDONED
 MU0029'PAVED RUNWAY, IN THE NORTHWEST 1/4 OF SECTION 19, T 47 N R 3 E.
 MU0029'OWNERSHIP--DUCK VALLEY INDIAN RESERVATION, SHOSHONE-PAIUTE TRIBAL
 MU0029'HEADQUARTERS, PO BOX 219, OWYHEE, NV 89832.  TRIBAL ADMINISTRATOR IS
 MU0029'HERMAN C. ATKINS, PHONE 702-757-3161. TO REACH FROM THE OWYHEE POST
 MU0029'OFFICE, GO SOUTH ON STATE HIGHWAY 225 FOR 0.50 KM (0.30 MI) TO A PAVED
 MU0029'ROAD RIGHT.  TURN RIGHT, WEST, FOR 4.61 KM (2.85 MI) TO A FORK.  KEEP
 MU0029'RIGHT, WEST, ON GRAVEL ROAD FOR 3.18 KM (1.95 MI) TO A FORK, A CATTLE
 MU0029'GUARD ON THE LEFT, AND THE AZIMUTH MARK ON THE RIGHT.  KEEP LEFT,
 MU0029'WESTERLY, FOR 0.19 KM (0.10 MI) TO A ROAD CURVE RIGHT AT RUNWAY.  BEAR
 MU0029'RIGHT, NORTH, ALONG RUNWAY EDGE AND TRACK ROAD FOR 1.12 KM (0.70 MI)
 MU0029'TO A FORK.  CONTINUE ALONG RUNWAY EDGE FOR 0.88 KM (0.55 MI) TO THE
 MU0029'RUNWAY END AND STATION ON THE RIGHT. STATION MARK IS SET IN THE TOP OF
 MU0029'A 30-CM ROUND CONCRETE POST PROJECTING 10 CM ABOVE GROUND.  POST IS
 MU0029'CHIPPED ON NORTH AND SOUTH SIDES BUT IS SOLID.  IT IS 11.8 M (38.7 FT)
 MU0029'EAST OF THE TRACK ROAD CENTER, 1.0 M (3.3 FT) NORTH OF A METAL WITNESS
 MU0029'POST, 1.0 M (3.3 FT) SOUTH OF A METAL WITNESS POST, ON LINE WITH THE
 MU0029'END OF THE RUNWAY, IN THE NORTHEAST CORNER OF THE STILL-CLEARED AREA.
 MU0029
 MU0029                          STATION RECOVERY (1999)
 MU0029
 MU0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MU0029'RECOVERED AS DESCRIBED.
 MU0029
 MU0029                          STATION RECOVERY (1999)
 MU0029
 MU0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MU0029'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0584 ***********************************************************************
 MT0584  DESIGNATION -  H 319
 MT0584  PID         -  MT0584
 MT0584  STATE/COUNTY-  NV/ELKO
 MT0584  USGS QUAD   -  MERRITT MOUNTAIN (1986)
 MT0584
 MT0584                         *CURRENT SURVEY CONTROL
 MT0584  ___________________________________________________________________
 MT0584* NAD 83(1986)-  41 47 44.     (N)    115 49 08.     (W)     SCALED    
 MT0584* NAVD 88     -      1929.488  (meters)    6330.33   (feet)  ADJUSTED  
 MT0584  ___________________________________________________________________
 MT0584  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 MT0584  DYNAMIC HT  -        1927.956 (meters)    6325.30  (feet)  COMP
 MT0584  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 MT0584
 MT0584  VERT ORDER  -  SECOND    CLASS 0
 MT0584
 MT0584.The horizontal coordinates were scaled from a topographic map and have
 MT0584.an estimated accuracy of +/- 6 seconds.
 MT0584
 MT0584.The orthometric height was determined by differential leveling
 MT0584.and adjusted by the National Geodetic Survey in June 1991..
 MT0584
 MT0584.The geoid height was determined by GEOID03.
 MT0584
 MT0584.The dynamic height is computed by dividing the NAVD 88
 MT0584.geopotential number by the normal gravity value computed on the
 MT0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0584.degrees latitude (g = 980.6199 gals.).
 MT0584
 MT0584.The modeled gravity was interpolated from observed gravity values.
 MT0584
 MT0584;                    North         East    Units  Estimated Accuracy
 MT0584;SPC NV E     - 8,782,020.      180,420.      MT  (+/- 180 meters Scaled)
 MT0584
 MT0584                          SUPERSEDED SURVEY CONTROL
 MT0584
 MT0584  NGVD 29 (??/??/92) 1928.239  (m)         6326.23   (f) ADJ UNCH    2 0
 MT0584
 MT0584.Superseded values are not recommended for survey control.
 MT0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0584.See file dsdata.txt to determine how the superseded data were derived.
 MT0584
 MT0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG981277(NAD 83)
 MT0584_MARKER: DB = BENCH MARK DISK
 MT0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0584_STAMPING: H 319 1951
 MT0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0584+STABILITY: SURFACE MOTION
 MT0584
 MT0584  HISTORY     - Date     Condition        Report By
 MT0584  HISTORY     - 1951     MONUMENTED       CGS
 MT0584
 MT0584                          STATION DESCRIPTION
 MT0584
 MT0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0584'10.6 MI E FROM MOUNTAIN CITY.
 MT0584'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0584'MOUNTAIN CITY, THENCE 9.6 MILES EAST ALONG A GRAVEL ROAD, AT A BRIDGE
 MT0584'OVER ALLEGHENY CREEK, 25.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 MT0584'THE CONCRETE ABUTMENT OF THE BRIDGE, 31 FEET SOUTH OF AN 8-INCH
 MT0584'COTTONWOOD TREE, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 18 1/2
 MT0584'FEET WEST OF THE TOP OF THE WEST BANK OF THE CREEK, 1.9 FEET SOUTH OF
 MT0584'A WITNESS POST, ABOUT 1/2-FOOT LOWER THAN THE ROAD, AND SET IN THE TOP
 MT0584'OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0160 ***********************************************************************
 KP0160  DESIGNATION -  H 32
 KP0160  PID         -  KP0160
 KP0160  STATE/COUNTY-  NV/WHITE PINE
 KP0160  USGS QUAD   -  GIROUX WASH (1958)
 KP0160
 KP0160                         *CURRENT SURVEY CONTROL
 KP0160  ___________________________________________________________________
 KP0160* NAD 83(1986)-  39 09 31.     (N)    115 02 02.     (W)     SCALED    
 KP0160* NAVD 88     -      2000.567  (meters)    6563.53   (feet)  POSTED    
 KP0160  ___________________________________________________________________
 KP0160  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 KP0160  DYNAMIC HT  -        1998.400 (meters)    6556.42  (feet)  COMP
 KP0160  MODELED GRAV-     979,474.6   (mgal)                       NAVD 88
 KP0160
 KP0160  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KP0160
 KP0160.The horizontal coordinates were scaled from a topographic map and have
 KP0160.an estimated accuracy of +/- 6 seconds.
 KP0160
 KP0160.The orthometric height was determined by differential leveling
 KP0160.and adjusted by the National Geodetic Survey in 1992..
 KP0160.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KP0160.rate of 1.1 thru 2.0 mm/km.
 KP0160
 KP0160.The geoid height was determined by GEOID03.
 KP0160
 KP0160.The dynamic height is computed by dividing the NAVD 88
 KP0160.geopotential number by the normal gravity value computed on the
 KP0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0160.degrees latitude (g = 980.6199 gals.).
 KP0160
 KP0160.The modeled gravity was interpolated from observed gravity values.
 KP0160
 KP0160;                    North         East    Units  Estimated Accuracy
 KP0160;SPC NV E     - 8,489,350.      247,490.      MT  (+/- 180 meters Scaled)
 KP0160
 KP0160                          SUPERSEDED SURVEY CONTROL
 KP0160
 KP0160  NGVD 29 (??/??/92) 1999.304  (m)         6559.38   (f) ADJ UNCH    1 2
 KP0160
 KP0160.Superseded values are not recommended for survey control.
 KP0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0160.See file dsdata.txt to determine how the superseded data were derived.
 KP0160
 KP0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD698362(NAD 83)
 KP0160_MARKER: DB = BENCH MARK DISK
 KP0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0160_STAMPING: 6559.385 H 32 1933
 KP0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0160+STABILITY: SURFACE MOTION
 KP0160
 KP0160  HISTORY     - Date     Condition        Report By
 KP0160  HISTORY     - 1933     MONUMENTED       CGS
 KP0160  HISTORY     - 1934     GOOD             NGS
 KP0160
 KP0160                          STATION DESCRIPTION
 KP0160
 KP0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0160'11.6 MI SW FROM ELY.
 KP0160'ABOUT 11.6 MILES SOUTHWEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4
 KP0160'FROM ELY, WHITE PINE COUNTY, AND 25 FEET SOUTHEAST OF THE CENTER LINE
 KP0160'OF THE HIGHWAY.  A STANDARD DISK, ERRONEOUSLY STAMPED 6559.385 H 32
 KP0160'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT
 KP0160'ABOVE GROUND.
 KP0160
 KP0160                          STATION RECOVERY (1934)
 KP0160
 KP0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0868 ***********************************************************************
 KR0868  DESIGNATION -  H 320
 KR0868  PID         -  KR0868
 KR0868  STATE/COUNTY-  NV/LYON
 KR0868  USGS QUAD   -  MASON BUTTE (1993)
 KR0868
 KR0868                         *CURRENT SURVEY CONTROL
 KR0868  ___________________________________________________________________
 KR0868* NAD 83(1986)-  39 01 35.     (N)    119 12 04.     (W)     SCALED    
 KR0868* NAVD 88     -      1327.54   (+/-2cm)    4355.4    (feet)  VERTCON   
 KR0868  ___________________________________________________________________
 KR0868  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 KR0868
 KR0868  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0868
 KR0868.The horizontal coordinates were scaled from a topographic map and have
 KR0868.an estimated accuracy of +/- 6 seconds.
 KR0868
 KR0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0868.The vertical order pertains to the NGVD 29 superseded value.
 KR0868
 KR0868.The geoid height was determined by GEOID03.
 KR0868
 KR0868;                    North         East    Units  Estimated Accuracy
 KR0868;SPC NV W     - 4,474,710.      746,510.      MT  (+/- 180 meters Scaled)
 KR0868
 KR0868                          SUPERSEDED SURVEY CONTROL
 KR0868
 KR0868  NGVD 29 (??/??/92) 1326.514  (m)         4352.07   (f) ADJ UNCH    2 0
 KR0868
 KR0868.Superseded values are not recommended for survey control.
 KR0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0868.See file dsdata.txt to determine how the superseded data were derived.
 KR0868
 KR0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD094220(NAD 83)
 KR0868_MARKER: DB = BENCH MARK DISK
 KR0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0868_STAMPING: H 320 1951
 KR0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0868+STABILITY: SURFACE MOTION
 KR0868
 KR0868  HISTORY     - Date     Condition        Report By
 KR0868  HISTORY     - 1951     MONUMENTED       CGS
 KR0868  HISTORY     - 1984     MARK NOT FOUND   USGS
 KR0868
 KR0868                          STATION DESCRIPTION
 KR0868
 KR0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0868'5.2 MI NW FROM YERINGTON.
 KR0868'4.1 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE COURTHOUSE IN
 KR0868'YERINGTON, THENCE 1.1 MILES WEST ALONG A DIRT ROAD, AT A T JUNCTION OF
 KR0868'THE ROADS, 0.3 MILES WEST OF A FARM HOUSE NORTH OF THE ROAD, 0.15
 KR0868'MILES EAST OF A NORTH TO SOUTH CANAL, 28 FEET NORTH OF THE CENTER LINE
 KR0868'OF THE EAST TO WEST ROAD, 19 FEET WEST OF THE CENTER OF A PRIVATE ROAD
 KR0868'LEADING NORTH TO A RANCH, 12 FEET WEST OF THE WEST END OF A GATE, 2
 KR0868'FEET SOUTH OF A WIRE FENCE, 2 FEET WEST OF A WITNESS POST, AND SET IN
 KR0868'THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND.
 KR0868
 KR0868                          STATION RECOVERY (1984)
 KR0868
 KR0868'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0841 ***********************************************************************
 KR0841  DESIGNATION -  H 321
 KR0841  PID         -  KR0841
 KR0841  STATE/COUNTY-  NV/CHURCHILL
 KR0841  USGS QUAD   -  LAHONTAN DAM (1985)
 KR0841
 KR0841                         *CURRENT SURVEY CONTROL
 KR0841  ___________________________________________________________________
 KR0841* NAD 83(1986)-  39 28 31.     (N)    119 02 59.     (W)     SCALED    
 KR0841* NAVD 88     -      1266.32   (+/-2cm)    4154.6    (feet)  VERTCON   
 KR0841  ___________________________________________________________________
 KR0841  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 KR0841
 KR0841  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0841
 KR0841.The horizontal coordinates were scaled from a topographic map and have
 KR0841.an estimated accuracy of +/- 6 seconds.
 KR0841
 KR0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0841.The vertical order pertains to the NGVD 29 superseded value.
 KR0841
 KR0841.The geoid height was determined by GEOID03.
 KR0841
 KR0841;                    North         East    Units  Estimated Accuracy
 KR0841;SPC NV W     - 4,524,460.      759,870.      MT  (+/- 180 meters Scaled)
 KR0841
 KR0841                          SUPERSEDED SURVEY CONTROL
 KR0841
 KR0841  NGVD 29 (??/??/92) 1265.367  (m)         4151.46   (f) ADJ UNCH    2 0
 KR0841
 KR0841.Superseded values are not recommended for survey control.
 KR0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0841.See file dsdata.txt to determine how the superseded data were derived.
 KR0841
 KR0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD236715(NAD 83)
 KR0841_MARKER: DB = BENCH MARK DISK
 KR0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0841_STAMPING: H 321 1951
 KR0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0841+STABILITY: SURFACE MOTION
 KR0841
 KR0841  HISTORY     - Date     Condition        Report By
 KR0841  HISTORY     - 1951     MONUMENTED       CGS
 KR0841
 KR0841                          STATION DESCRIPTION
 KR0841
 KR0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0841'15.5 MI NW FROM FALLON.
 KR0841'9.2 MILES NORTHWEST ALONG U. S. HIGHWAY 95 AND 50 FROM THE POST OFFICE
 KR0841'IN FALLON, THENCE 6.3 MILES WEST ALONG U. S. HIGHWAY 50, 61.5 FEET
 KR0841'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF A
 KR0841'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 KR0841'CONCRETE POST PROJECTING ABOUT 0.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0402 ***********************************************************************
 MT0402  DESIGNATION -  H 322
 MT0402  PID         -  MT0402
 MT0402  STATE/COUNTY-  NV/ELKO
 MT0402  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0402
 MT0402                         *CURRENT SURVEY CONTROL
 MT0402  ___________________________________________________________________
 MT0402* NAD 83(1986)-  41 58 44.     (N)    115 25 58.     (W)     SCALED    
 MT0402* NAVD 88     -      1844.797  (meters)    6052.47   (feet)  ADJUSTED  
 MT0402  ___________________________________________________________________
 MT0402  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 MT0402  DYNAMIC HT  -        1843.377 (meters)    6047.81  (feet)  COMP
 MT0402  MODELED GRAV-     979,786.6   (mgal)                       NAVD 88
 MT0402
 MT0402  VERT ORDER  -  SECOND    CLASS 0
 MT0402
 MT0402.The horizontal coordinates were scaled from a topographic map and have
 MT0402.an estimated accuracy of +/- 6 seconds.
 MT0402
 MT0402.The orthometric height was determined by differential leveling
 MT0402.and adjusted by the National Geodetic Survey in June 1991..
 MT0402
 MT0402.The geoid height was determined by GEOID03.
 MT0402
 MT0402.The dynamic height is computed by dividing the NAVD 88
 MT0402.geopotential number by the normal gravity value computed on the
 MT0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0402.degrees latitude (g = 980.6199 gals.).
 MT0402
 MT0402.The modeled gravity was interpolated from observed gravity values.
 MT0402
 MT0402;                    North         East    Units  Estimated Accuracy
 MT0402;SPC NV E     - 8,802,360.      212,480.      MT  (+/- 180 meters Scaled)
 MT0402
 MT0402                          SUPERSEDED SURVEY CONTROL
 MT0402
 MT0402  NGVD 29 (??/??/92) 1843.591  (m)         6048.51   (f) ADJ UNCH    2 0
 MT0402
 MT0402.Superseded values are not recommended for survey control.
 MT0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0402.See file dsdata.txt to determine how the superseded data were derived.
 MT0402
 MT0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG298486(NAD 83)
 MT0402_MARKER: DB = BENCH MARK DISK
 MT0402_SETTING: 80 = SET IN A BOULDER
 MT0402_STAMPING: H 322 1951
 MT0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0402+STABILITY: SURFACE MOTION
 MT0402
 MT0402  HISTORY     - Date     Condition        Report By
 MT0402  HISTORY     - 1951     MONUMENTED       CGS
 MT0402
 MT0402                          STATION DESCRIPTION
 MT0402
 MT0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0402'12.8 MI NW FROM JARBIDGE.
 MT0402'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A GRAVEL
 MT0402'ROAD, THENCE 2.6 MILES SOUTHWEST ALONG A GRAVEL ROAD, AT THE LARIOS
 MT0402'RANCH, SET IN THE TOP OF A SMALL BOULDER, 149.3 FEET SOUTH AND ACROSS
 MT0402'THE ROAD FROM THE SOUTH CORNER OF THE RANCH HOUSE, 22 1/2 FEET
 MT0402'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 16.8 FEET EAST OF THE EAST
 MT0402'CORNER OF A CATTLE GUARD, 10.5 FEET NORTHEAST OF A FENCE LINE, ABOUT
 MT0402'ONE FOOT HIGHER THAN THE ROAD, AND MARKED WITH WHITE PAINTED LETTERS B
 MT0402'M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0971 ***********************************************************************
 KR0971  DESIGNATION -  H 323
 KR0971  PID         -  KR0971
 KR0971  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0971  USGS QUAD   -  CARSON CITY (1994)
 KR0971
 KR0971                         *CURRENT SURVEY CONTROL
 KR0971  ___________________________________________________________________
 KR0971* NAD 83(1986)-  39 10 55.     (N)    119 45 57.     (W)     SCALED    
 KR0971* NAVD 88     -      1439.27   (+/-2cm)    4722.0    (feet)  VERTCON   
 KR0971  ___________________________________________________________________
 KR0971  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KR0971
 KR0971  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0971
 KR0971.The horizontal coordinates were scaled from a topographic map and have
 KR0971.an estimated accuracy of +/- 6 seconds.
 KR0971
 KR0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0971.The vertical order pertains to the NGVD 29 superseded value.
 KR0971
 KR0971.The geoid height was determined by GEOID03.
 KR0971
 KR0971;                    North         East    Units  Estimated Accuracy
 KR0971;SPC NV W     - 4,492,460.      697,840.      MT  (+/- 180 meters Scaled)
 KR0971
 KR0971                          SUPERSEDED SURVEY CONTROL
 KR0971
 KR0971  NGVD 29 (??/??/92) 1438.15   (m)         4718.3    (f) COMPUTED    1 2
 KR0971
 KR0971.Superseded values are not recommended for survey control.
 KR0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0971.See file dsdata.txt to determine how the superseded data were derived.
 KR0971
 KR0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD610406(NAD 83)
 KR0971_MARKER: DD = SURVEY DISK
 KR0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0971_STAMPING: H 323
 KR0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0971+STABILITY: SURFACE MOTION
 KR0971
 KR0971  HISTORY     - Date     Condition        Report By
 KR0971  HISTORY     - UNK      MONUMENTED       NVDH
 KR0971  HISTORY     - 1953     MARK NOT FOUND   NGS
 KR0971  HISTORY     - 1956     MARK NOT FOUND   USGS
 KR0971
 KR0971                          STATION DESCRIPTION
 KR0971
 KR0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0971'1.1 MI N FROM CARSON CITY.
 KR0971'1.0 MILE NORTH ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT CARSON
 KR0971'CITY, THENCE 0.1 MILE NORTHEAST ALONG AN ASPHALT ROAD, AT A POINT
 KR0971'WHERE A POWER LINE CROSSES THE ROAD, 26.4 FEET SOUTHEAST OF THE CENTER
 KR0971'LINE OF THE ROAD, 17.6 FEET NORTHWEST OF A FENCE, 4 FEET NORTHWEST OF
 KR0971'A 4- BY 4-FOOT WOODEN POST STENCILED NEV. HIWAY DEPT., ABOUT LEVEL
 KR0971'WITH THE ROAD, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE
 KR0971'POST.
 KR0971
 KR0971                          STATION RECOVERY (1956)
 KR0971
 KR0971'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KR0971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0930 ***********************************************************************
 KR0930  DESIGNATION -  H 323
 KR0930  PID         -  KR0930
 KR0930  STATE/COUNTY-  NV/WASHOE
 KR0930  USGS QUAD   -  STEAMBOAT (1994)
 KR0930
 KR0930                         *CURRENT SURVEY CONTROL
 KR0930  ___________________________________________________________________
 KR0930* NAD 83(1986)-  39 23 30.     (N)    119 44 31.     (W)     SCALED    
 KR0930* NAVD 88     -      1395.614  (meters)    4578.78   (feet)  ADJUSTED  
 KR0930  ___________________________________________________________________
 KR0930  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KR0930  DYNAMIC HT  -        1394.316 (meters)    4574.52  (feet)  COMP
 KR0930  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 KR0930
 KR0930  VERT ORDER  -  FIRST     CLASS II
 KR0930
 KR0930.The horizontal coordinates were scaled from a topographic map and have
 KR0930.an estimated accuracy of +/- 6 seconds.
 KR0930
 KR0930.The orthometric height was determined by differential leveling
 KR0930.and adjusted by the National Geodetic Survey in June 1991..
 KR0930
 KR0930.The geoid height was determined by GEOID03.
 KR0930
 KR0930.The dynamic height is computed by dividing the NAVD 88
 KR0930.geopotential number by the normal gravity value computed on the
 KR0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0930.degrees latitude (g = 980.6199 gals.).
 KR0930
 KR0930.The modeled gravity was interpolated from observed gravity values.
 KR0930
 KR0930;                    North         East    Units  Estimated Accuracy
 KR0930;SPC NV W     - 4,515,720.      700,200.      MT  (+/- 180 meters Scaled)
 KR0930
 KR0930                          SUPERSEDED SURVEY CONTROL
 KR0930
 KR0930  NGVD 29 (??/??/92) 1394.52   (m)         4575.2    (f) COMPUTED    1 2
 KR0930
 KR0930.Superseded values are not recommended for survey control.
 KR0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0930.See file dsdata.txt to determine how the superseded data were derived.
 KR0930
 KR0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD638638(NAD 83)
 KR0930_MARKER: DB = BENCH MARK DISK
 KR0930_SETTING: 66 = SET IN ROCK OUTCROP
 KR0930_SP_SET: OUTCROP
 KR0930_STAMPING: H 323 1951
 KR0930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0930+STABILITY: POSITION/ELEVATION WELL
 KR0930
 KR0930  HISTORY     - Date     Condition        Report By
 KR0930  HISTORY     - 1951     MONUMENTED       CGS
 KR0930  HISTORY     - 1953     GOOD             NGS
 KR0930
 KR0930                          STATION DESCRIPTION
 KR0930
 KR0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0930'0.9 MI N FROM STEAMBOAT.
 KR0930'0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 KR0930'STEAMBOAT, THENCE 0.7 MILE NORTH ALONG U. S. HIGHWAY 395, 9.9 MILES
 KR0930'SOUTHEAST OF RENO, 0.5 MILE SOUTH OF THE MAIN ENTRANCE TO RENO HOT
 KR0930'SPRINGS, ON THE EAST SLOPE OF A HILL, 181 FEET NORTH OF TELEPHONE POLE
 KR0930'235, IN THE TOP OF A SMALL FLAT-TOPPED OUTCROP, 46 1/2 FEET WEST OF
 KR0930'THE CENTER LINE OF THE HIGHWAY, 3.9 FEET EAST OF A FENCE, AND ABOUT 3
 KR0930'FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0008 ***********************************************************************
 MT0008  DESIGNATION -  H 323
 MT0008  PID         -  MT0008
 MT0008  STATE/COUNTY-  NV/ELKO
 MT0008  USGS QUAD   -  GOLLAHER MOUNTAIN (1989)
 MT0008
 MT0008                         *CURRENT SURVEY CONTROL
 MT0008  ___________________________________________________________________
 MT0008* NAD 83(1986)-  41 59 12.     (N)    114 23 56.     (W)     SCALED    
 MT0008* NAVD 88     -      1749.320  (meters)    5739.23   (feet)  ADJUSTED  
 MT0008  ___________________________________________________________________
 MT0008  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 MT0008  DYNAMIC HT  -        1748.032 (meters)    5735.00  (feet)  COMP
 MT0008  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 MT0008
 MT0008  VERT ORDER  -  SECOND    CLASS 0
 MT0008
 MT0008.The horizontal coordinates were scaled from a topographic map and have
 MT0008.an estimated accuracy of +/- 6 seconds.
 MT0008
 MT0008.The orthometric height was determined by differential leveling
 MT0008.and adjusted by the National Geodetic Survey in June 1991..
 MT0008
 MT0008.The geoid height was determined by GEOID03.
 MT0008
 MT0008.The dynamic height is computed by dividing the NAVD 88
 MT0008.geopotential number by the normal gravity value computed on the
 MT0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0008.degrees latitude (g = 980.6199 gals.).
 MT0008
 MT0008.The modeled gravity was interpolated from observed gravity values.
 MT0008
 MT0008;                    North         East    Units  Estimated Accuracy
 MT0008;SPC NV E     - 8,803,900.      298,140.      MT  (+/- 180 meters Scaled)
 MT0008
 MT0008                          SUPERSEDED SURVEY CONTROL
 MT0008
 MT0008  NGVD 29 (??/??/92) 1748.176  (m)         5735.47   (f) ADJ UNCH    2 0
 MT0008
 MT0008.Superseded values are not recommended for survey control.
 MT0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0008.See file dsdata.txt to determine how the superseded data were derived.
 MT0008
 MT0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG154515(NAD 83)
 MT0008_MARKER: DB = BENCH MARK DISK
 MT0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0008_STAMPING: H 323 1951
 MT0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0008+STABILITY: SURFACE MOTION
 MT0008
 MT0008  HISTORY     - Date     Condition        Report By
 MT0008  HISTORY     - 1951     MONUMENTED       CGS
 MT0008
 MT0008                          STATION DESCRIPTION
 MT0008
 MT0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0008'19.6 MI NE FROM SAN JACINTO.
 MT0008'19.6 MILES NORTHEAST, AT A POINT WHERE A NORTH-SOUTH FENCE LINE
 MT0008'CROSSING THE ROAD, AT THE Y JUNCTION OF A TRACK ROAD LEADING EAST, 54
 MT0008'1/2 FEET SOUTH OF THE APPROXIMATE CENTER OF A BARBED WIRE GATE ACROSS
 MT0008'THE ROAD, 2.8 FEET WEST OF THE FENCE, 2.2 FEET NORTH OF A WITNESS
 MT0008'POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 MT0008'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0478 ***********************************************************************
 JR0478  DESIGNATION -  H 324
 JR0478  PID         -  JR0478
 JR0478  STATE/COUNTY-  NV/DOUGLAS
 JR0478  USGS QUAD   -  MINDEN (1982)
 JR0478
 JR0478                         *CURRENT SURVEY CONTROL
 JR0478  ___________________________________________________________________
 JR0478* NAD 83(1986)-  38 55 56.     (N)    119 50 26.     (W)     SCALED    
 JR0478* NAVD 88     -      1463.16   (+/-2cm)    4800.4    (feet)  VERTCON   
 JR0478  ___________________________________________________________________
 JR0478  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 JR0478
 JR0478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0478
 JR0478.The horizontal coordinates were scaled from a topographic map and have
 JR0478.an estimated accuracy of +/- 6 seconds.
 JR0478
 JR0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0478.The vertical order pertains to the NGVD 29 superseded value.
 JR0478
 JR0478.The geoid height was determined by GEOID03.
 JR0478
 JR0478;                    North         East    Units  Estimated Accuracy
 JR0478;SPC NV W     - 4,464,830.      691,000.      MT  (+/- 180 meters Scaled)
 JR0478
 JR0478                          SUPERSEDED SURVEY CONTROL
 JR0478
 JR0478  NGVD 29 (??/??/92) 1461.968  (m)         4796.47   (f) ADJ UNCH    2 0
 JR0478
 JR0478.Superseded values are not recommended for survey control.
 JR0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0478.See file dsdata.txt to determine how the superseded data were derived.
 JR0478
 JR0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD537130(NAD 83)
 JR0478_MARKER: DD = SURVEY DISK
 JR0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0478_STAMPING: H 324
 JR0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0478+STABILITY: SURFACE MOTION
 JR0478
 JR0478  HISTORY     - Date     Condition        Report By
 JR0478  HISTORY     - UNK      MONUMENTED       NVDH
 JR0478  HISTORY     - 1951     GOOD             NGS
 JR0478
 JR0478                          STATION DESCRIPTION
 JR0478
 JR0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0478'5.3 MI S FROM GENOA.
 JR0478'5.3 MILES SOUTH ALONG FOOTHILL ROAD FROM THE GENERAL STORE IN
 JR0478'GENOA, AT BENCH MARK C 324, AT A T JUNCTION OF A GRAVEL ROAD
 JR0478'LEADING EAST TO THE MOTTSVILLE CEMETERY, ABOUT 260 FEET
 JR0478'SOUTHWEST OF BENCH MARK C 324, 118 1/2 FEET SOUTHEAST OF THE
 JR0478'CENTER LINE OF FOOTHILL ROAD AND A ROAD LEADING EAST, 43 FEET
 JR0478'EAST OF THE CENTER LINE OF FOOTHILL ROAD, 2.9 FEET EAST OF A
 JR0478'HIGHWAY DEPARTMENT WOODEN POST, ABOUT 5 FEET HIGHER THAN THE
 JR0478'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JR0478'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0611 ***********************************************************************
 MT0611  DESIGNATION -  H 326
 MT0611  PID         -  MT0611
 MT0611  STATE/COUNTY-  NV/ELKO
 MT0611  USGS QUAD   -  BIG TABLE (1986)
 MT0611
 MT0611                         *CURRENT SURVEY CONTROL
 MT0611  ___________________________________________________________________
 MT0611* NAD 83(1986)-  41 54 03.     (N)    115 40 43.     (W)     SCALED    
 MT0611* NAVD 88     -      1559.981  (meters)    5118.04   (feet)  ADJUSTED  
 MT0611  ___________________________________________________________________
 MT0611  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 MT0611  DYNAMIC HT  -        1558.850 (meters)    5114.33  (feet)  COMP
 MT0611  MODELED GRAV-     979,842.9   (mgal)                       NAVD 88
 MT0611
 MT0611  VERT ORDER  -  SECOND    CLASS 0
 MT0611
 MT0611.The horizontal coordinates were scaled from a topographic map and have
 MT0611.an estimated accuracy of +/- 6 seconds.
 MT0611
 MT0611.The orthometric height was determined by differential leveling
 MT0611.and adjusted by the National Geodetic Survey in June 1991..
 MT0611
 MT0611.The geoid height was determined by GEOID03.
 MT0611
 MT0611.The dynamic height is computed by dividing the NAVD 88
 MT0611.geopotential number by the normal gravity value computed on the
 MT0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0611.degrees latitude (g = 980.6199 gals.).
 MT0611
 MT0611.The modeled gravity was interpolated from observed gravity values.
 MT0611
 MT0611;                    North         East    Units  Estimated Accuracy
 MT0611;SPC NV E     - 8,793,690.      192,100.      MT  (+/- 180 meters Scaled)
 MT0611
 MT0611                          SUPERSEDED SURVEY CONTROL
 MT0611
 MT0611  NGVD 29 (??/??/92) 1558.819  (m)         5114.23   (f) ADJ UNCH    2 0
 MT0611
 MT0611.Superseded values are not recommended for survey control.
 MT0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0611.See file dsdata.txt to determine how the superseded data were derived.
 MT0611
 MT0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG096396(NAD 83)
 MT0611_MARKER: DB = BENCH MARK DISK
 MT0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0611_STAMPING: H 326 1951
 MT0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0611+STABILITY: SURFACE MOTION
 MT0611
 MT0611  HISTORY     - Date     Condition        Report By
 MT0611  HISTORY     - 1951     MONUMENTED       CGS
 MT0611
 MT0611                          STATION DESCRIPTION
 MT0611
 MT0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0611'28.5 MI NE FROM MOUNTAIN CITY.
 MT0611'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0611'MOUNTAIN CITY, THENCE 15.0 MILES EAST ALONG A GRAVEL ROAD, THENCE 2.6
 MT0611'MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 9.9 MILES NORTHEAST ALONG A
 MT0611'GRAVEL ROAD, 0.15 MILES SOUTHEAST OF A BRIDGE OVER MEADOW CREEK, IN A
 MT0611'SMALL CLEARING ACROSS THE ROAD FROM A THICK GROWTH OF COTTONWOOD
 MT0611'TREES, ON THE INSIDE OF A CURVE, 21 1/2 FEET EAST OF THE CENTER LINE
 MT0611'OF THE ROAD, 1.7 FEET NORTH OF THE WITNESS POST, ABOUT LEVEL WITH THE
 MT0611'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE
 MT0611'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0032 ***********************************************************************
 MT0032  DESIGNATION -  H 327
 MT0032  PID         -  MT0032
 MT0032  STATE/COUNTY-  NV/ELKO
 MT0032  USGS QUAD   -  FIVEMILE GULCH (1989)
 MT0032
 MT0032                         *CURRENT SURVEY CONTROL
 MT0032  ___________________________________________________________________
 MT0032* NAD 83(1986)-  41 54 46.     (N)    114 10 17.     (W)     SCALED    
 MT0032* NAVD 88     -      1675.038  (meters)    5495.52   (feet)  ADJUSTED  
 MT0032  ___________________________________________________________________
 MT0032  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 MT0032  DYNAMIC HT  -        1673.796 (meters)    5491.45  (feet)  COMP
 MT0032  MODELED GRAV-     979,821.7   (mgal)                       NAVD 88
 MT0032
 MT0032  VERT ORDER  -  SECOND    CLASS 0
 MT0032
 MT0032.The horizontal coordinates were scaled from a topographic map and have
 MT0032.an estimated accuracy of +/- 6 seconds.
 MT0032
 MT0032.The orthometric height was determined by differential leveling
 MT0032.and adjusted by the National Geodetic Survey in June 1991..
 MT0032
 MT0032.The geoid height was determined by GEOID03.
 MT0032
 MT0032.The dynamic height is computed by dividing the NAVD 88
 MT0032.geopotential number by the normal gravity value computed on the
 MT0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0032.degrees latitude (g = 980.6199 gals.).
 MT0032
 MT0032.The modeled gravity was interpolated from observed gravity values.
 MT0032
 MT0032;                    North         East    Units  Estimated Accuracy
 MT0032;SPC NV E     - 8,795,980.      317,130.      MT  (+/- 180 meters Scaled)
 MT0032
 MT0032                          SUPERSEDED SURVEY CONTROL
 MT0032
 MT0032  NGVD 29 (??/??/92) 1673.905  (m)         5491.80   (f) ADJ UNCH    2 0
 MT0032
 MT0032.Superseded values are not recommended for survey control.
 MT0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0032.See file dsdata.txt to determine how the superseded data were derived.
 MT0032
 MT0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG345439(NAD 83)
 MT0032_MARKER: DB = BENCH MARK DISK
 MT0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0032_STAMPING: H 327 1951
 MT0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0032+STABILITY: SURFACE MOTION
 MT0032
 MT0032  HISTORY     - Date     Condition        Report By
 MT0032  HISTORY     - 1951     MONUMENTED       CGS
 MT0032
 MT0032                          STATION DESCRIPTION
 MT0032
 MT0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0032'30.0 MI NW FROM GROUSE CREEK.
 MT0032'3.4 MILES NORTH, 15.6 MILES NORTHWEST, 2.5 MILES NORTHWEST, 8.5 MILES
 MT0032'SOUTHWEST, 166 FEET EAST OF THE CENTER OF THE Y JUNCTION OF A TRACK
 MT0032'ROAD LEADING NORTHEAST, AT THE SOUTH END OF AND ON THE INSIDE OF A
 MT0032'SHARP CURVE, 28.2 FEET SOUTH OF A FORKED 22 INCH JUNIPER TREE, 21 1/2
 MT0032'FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN
 MT0032'THE ROAD, 1.8 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 MT0032'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1263 ***********************************************************************
 GR1263  DESIGNATION -  H 328
 GR1263  PID         -  GR1263
 GR1263  STATE/COUNTY-  NV/NYE
 GR1263  USGS QUAD   -  MERCURY (1983)
 GR1263
 GR1263                         *CURRENT SURVEY CONTROL
 GR1263  ___________________________________________________________________
 GR1263* NAD 83(1986)-  36 44 13.     (N)    115 59 50.     (W)     SCALED    
 GR1263* NAVD 88     -      1026.804  (meters)    3368.77   (feet)  ADJUSTED  
 GR1263  ___________________________________________________________________
 GR1263  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GR1263  DYNAMIC HT  -        1025.710 (meters)    3365.18  (feet)  COMP
 GR1263  MODELED GRAV-     979,531.4   (mgal)                       NAVD 88
 GR1263
 GR1263  VERT ORDER  -  SECOND    CLASS 0
 GR1263
 GR1263.The horizontal coordinates were scaled from a topographic map and have
 GR1263.an estimated accuracy of +/- 6 seconds.
 GR1263
 GR1263.The orthometric height was determined by differential leveling
 GR1263.and adjusted by the National Geodetic Survey in June 1991..
 GR1263
 GR1263.The geoid height was determined by GEOID03.
 GR1263
 GR1263.The dynamic height is computed by dividing the NAVD 88
 GR1263.geopotential number by the normal gravity value computed on the
 GR1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1263.degrees latitude (g = 980.6199 gals.).
 GR1263
 GR1263.The modeled gravity was interpolated from observed gravity values.
 GR1263
 GR1263;                    North         East    Units  Estimated Accuracy
 GR1263;SPC NV C     - 6,220,650.      559,790.      MT  (+/- 180 meters Scaled)
 GR1263
 GR1263                          SUPERSEDED SURVEY CONTROL
 GR1263
 GR1263  NGVD 29 (??/??/92) 1025.954  (m)         3365.98   (f) ADJ UNCH    2 0
 GR1263
 GR1263.Superseded values are not recommended for survey control.
 GR1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1263.See file dsdata.txt to determine how the superseded data were derived.
 GR1263
 GR1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA895661(NAD 83)
 GR1263_MARKER: DB = BENCH MARK DISK
 GR1263_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GR1263_SP_SET: UNSPEC ROCK
 GR1263_STAMPING: H 328 1952
 GR1263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1263
 GR1263  HISTORY     - Date     Condition        Report By
 GR1263  HISTORY     - 1952     MONUMENTED       CGS
 GR1263
 GR1263                          STATION DESCRIPTION
 GR1263
 GR1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GR1263'6.6 MI NW FROM MERCURY.
 GR1263'0.15 MILE WEST ALONG RANGER AVENUE FROM THE POST OFFICE AT MERCURY,
 GR1263'THENCE 2.6 MILES NORTH ALONG THE MERCURY HIGHWAY, THENCE 3.85 MILES
 GR1263'NORTHWEST ALONG THE MERCURY HIGHWAY, 84 FEET WEST OF THE CENTER LINE
 GR1263'OF THE HIGHWAY, 43 FEET WEST OF THE EAST END OF A LARGE ROCK, 12 FEET
 GR1263'ABOVE THE LEVEL OF THE HIGHWAY, AT THE MIDDLE OF A LONG S CURVE IN THE
 GR1263'HIGHWAY, SET IN THE TOP OF A LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0212 ***********************************************************************
 HP0212  DESIGNATION -  H 330
 HP0212  PID         -  HP0212
 HP0212  STATE/COUNTY-  NV/LINCOLN
 HP0212  USGS QUAD   -  GROOM MINE (1989)
 HP0212
 HP0212                         *CURRENT SURVEY CONTROL
 HP0212  ___________________________________________________________________
 HP0212* NAD 83(1986)-  37 18 54.     (N)    115 46 15.     (W)     SCALED    
 HP0212* NAVD 88     -      1430.537  (meters)    4693.35   (feet)  ADJUSTED  
 HP0212  ___________________________________________________________________
 HP0212  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 HP0212  DYNAMIC HT  -        1428.969 (meters)    4688.21  (feet)  COMP
 HP0212  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 HP0212
 HP0212  VERT ORDER  -  SECOND    CLASS 0
 HP0212
 HP0212.The horizontal coordinates were scaled from a topographic map and have
 HP0212.an estimated accuracy of +/- 6 seconds.
 HP0212
 HP0212.The orthometric height was determined by differential leveling
 HP0212.and adjusted by the National Geodetic Survey in June 1991..
 HP0212
 HP0212.The geoid height was determined by GEOID03.
 HP0212
 HP0212.The dynamic height is computed by dividing the NAVD 88
 HP0212.geopotential number by the normal gravity value computed on the
 HP0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0212.degrees latitude (g = 980.6199 gals.).
 HP0212
 HP0212.The modeled gravity was interpolated from observed gravity values.
 HP0212
 HP0212;                    North         East    Units  Estimated Accuracy
 HP0212;SPC NV E     - 8,284,600.      183,380.      MT  (+/- 180 meters Scaled)
 HP0212
 HP0212                          SUPERSEDED SURVEY CONTROL
 HP0212
 HP0212  NGVD 29 (??/??/92) 1429.584  (m)         4690.23   (f) ADJ UNCH    2 0
 HP0212
 HP0212.Superseded values are not recommended for survey control.
 HP0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0212.See file dsdata.txt to determine how the superseded data were derived.
 HP0212
 HP0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB089305(NAD 83)
 HP0212_MARKER: DB = BENCH MARK DISK
 HP0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0212_STAMPING: H 330 1952
 HP0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0212+STABILITY: SURFACE MOTION
 HP0212
 HP0212  HISTORY     - Date     Condition        Report By
 HP0212  HISTORY     - 1952     MONUMENTED       CGS
 HP0212
 HP0212                          STATION DESCRIPTION
 HP0212
 HP0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HP0212'1.75 MI S FROM GROOM MINE.
 HP0212'1.75 MILES SOUTH ALONG THE GROOM MINE ROAD FROM THE D. SHEEHAN
 HP0212'RESIDENCE AT GROOM MINE, LINCOLN COUNTY, 106 FEET EAST OF THE
 HP0212'CENTERLINE OF THE ROAD, 102 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HP0212'THE GROOM AIR STRIP, 32 FEET NORTHWEST OF THE CENTER OF A DRY WASH,
 HP0212'AND 3 FEET NORTHEAST OF A WITNESS POST.  A STANDARD DISK, STAMPED H
 HP0212'330 1952 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 HP0212'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0484 ***********************************************************************
 HQ0484  DESIGNATION -  H 331
 HQ0484  PID         -  HQ0484
 HQ0484  STATE/COUNTY-  NV/NYE
 HQ0484  USGS QUAD   -  TOLICHA PEAK (1986)
 HQ0484
 HQ0484                         *CURRENT SURVEY CONTROL
 HQ0484  ___________________________________________________________________
 HQ0484* NAD 83(1986)-  37 21 01.     (N)    116 47 03.     (W)     SCALED    
 HQ0484* NAVD 88     -      1695.560  (meters)    5562.85   (feet)  ADJUSTED  
 HQ0484  ___________________________________________________________________
 HQ0484  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 HQ0484  DYNAMIC HT  -        1693.617 (meters)    5556.48  (feet)  COMP
 HQ0484  MODELED GRAV-     979,424.0   (mgal)                       NAVD 88
 HQ0484
 HQ0484  VERT ORDER  -  SECOND    CLASS 0
 HQ0484
 HQ0484.The horizontal coordinates were scaled from a topographic map and have
 HQ0484.an estimated accuracy of +/- 6 seconds.
 HQ0484
 HQ0484.The orthometric height was determined by differential leveling
 HQ0484.and adjusted by the National Geodetic Survey in June 1991..
 HQ0484
 HQ0484.The geoid height was determined by GEOID03.
 HQ0484
 HQ0484.The dynamic height is computed by dividing the NAVD 88
 HQ0484.geopotential number by the normal gravity value computed on the
 HQ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0484.degrees latitude (g = 980.6199 gals.).
 HQ0484
 HQ0484.The modeled gravity was interpolated from observed gravity values.
 HQ0484
 HQ0484;                    North         East    Units  Estimated Accuracy
 HQ0484;SPC NV C     - 6,288,500.      489,590.      MT  (+/- 180 meters Scaled)
 HQ0484
 HQ0484                          SUPERSEDED SURVEY CONTROL
 HQ0484
 HQ0484.No superseded survey control is available for this station.
 HQ0484
 HQ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB191337(NAD 83)
 HQ0484_MARKER: DB = BENCH MARK DISK
 HQ0484_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0484_SP_SET: ROCK OUTCROP
 HQ0484_STAMPING: H 331 1952
 HQ0484_MARK LOGO: CGS   
 HQ0484_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0484+STABILITY: POSITION/ELEVATION WELL
 HQ0484
 HQ0484  HISTORY     - Date     Condition        Report By
 HQ0484  HISTORY     - 1952     MONUMENTED       CGS
 HQ0484  HISTORY     - 19920623 GOOD             LOCENG
 HQ0484
 HQ0484                          STATION DESCRIPTION
 HQ0484
 HQ0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0484'35.3 MI N FROM BEATTY.
 HQ0484'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0484'AT BEATTY, THENCE 12.75 MILES NORTH ALONG A WINDING TRACK ROAD,
 HQ0484'THENCE 0.15 MILE NORTHWEST ALONG A TRACK ROAD, THENCE 0.75
 HQ0484'MILE NORTHEAST ALONG A TRACK ROAD, THENCE 3.0 MILES NORTH ALONG
 HQ0484'A TRACK ROAD, ON TOP OF A HILL, 24 FEET NORTHEAST OF THE CENTER
 HQ0484'LINE OF A TRACK ROAD, 0.5 FOOT ABOVE THE GROUND, 5 FEET NORTHWEST
 HQ0484'OF A WITNESS POST, SET IN THE TOP OF A BLACK ROCK OUTCROP.
 HQ0484
 HQ0484                          STATION RECOVERY (1992)
 HQ0484
 HQ0484'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0254 ***********************************************************************
 HQ0254  DESIGNATION -  H 332
 HQ0254  PID         -  HQ0254
 HQ0254  STATE/COUNTY-  NV/NYE
 HQ0254  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0254
 HQ0254                         *CURRENT SURVEY CONTROL
 HQ0254  ___________________________________________________________________
 HQ0254* NAD 83(1986)-  37 40 17.     (N)    116 41 00.     (W)     SCALED    
 HQ0254* NAVD 88     -      1643.781  (meters)    5392.97   (feet)  ADJUSTED  
 HQ0254  ___________________________________________________________________
 HQ0254  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 HQ0254  DYNAMIC HT  -        1641.915 (meters)    5386.85  (feet)  COMP
 HQ0254  MODELED GRAV-     979,436.9   (mgal)                       NAVD 88
 HQ0254
 HQ0254  VERT ORDER  -  FIRST     CLASS II
 HQ0254
 HQ0254.The horizontal coordinates were scaled from a topographic map and have
 HQ0254.an estimated accuracy of +/- 6 seconds.
 HQ0254
 HQ0254.The orthometric height was determined by differential leveling
 HQ0254.and adjusted by the National Geodetic Survey in June 1991..
 HQ0254
 HQ0254.The geoid height was determined by GEOID03.
 HQ0254
 HQ0254.The dynamic height is computed by dividing the NAVD 88
 HQ0254.geopotential number by the normal gravity value computed on the
 HQ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0254.degrees latitude (g = 980.6199 gals.).
 HQ0254
 HQ0254.The modeled gravity was interpolated from observed gravity values.
 HQ0254
 HQ0254;                    North         East    Units  Estimated Accuracy
 HQ0254;SPC NV C     - 6,324,130.      498,530.      MT  (+/- 180 meters Scaled)
 HQ0254
 HQ0254                          SUPERSEDED SURVEY CONTROL
 HQ0254
 HQ0254.No superseded survey control is available for this station.
 HQ0254
 HQ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB279694(NAD 83)
 HQ0254_MARKER: DB = BENCH MARK DISK
 HQ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0254_STAMPING: H 332 1952
 HQ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0254+STABILITY: SURFACE MOTION
 HQ0254
 HQ0254  HISTORY     - Date     Condition        Report By
 HQ0254  HISTORY     - 1952     MONUMENTED       CGS
 HQ0254  HISTORY     - 1968     GOOD             NGS
 HQ0254  HISTORY     - 1984     GOOD             USGS
 HQ0254
 HQ0254                          STATION DESCRIPTION
 HQ0254
 HQ0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0254'17.6 MI SE FROM TONOPAH TEST RANGE.
 HQ0254'8.2 MILES SOUTH ALONG AN ASPHALT ROAD FROM POINT ABLE AT TONOPAH
 HQ0254'TEST RANGE, THENCE 2.4 MILES EAST ALONG A GRAVELED ROAD, THENCE
 HQ0254'0.45 MILE SOUTHEAST ALONG A TRACK ROAD, THENCE 6.5 MILES SOUTH
 HQ0254'ALONG A DIRT ROAD, 0.5 MILE SOUTHWEST OF THE SOUTHWEST EDGE
 HQ0254'OF A DRY LAKE BED, 64 1/2 FEET WEST OF THE CENTER LINE OF THE
 HQ0254'ROAD, 3.1 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER
 HQ0254'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HQ0254'0.6 FOOT ABOVE THE GROUND.
 HQ0254
 HQ0254                          STATION RECOVERY (1984)
 HQ0254
 HQ0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0254'15 MILES SOUTH OF TONOPAH GATE TTR, FROM TONOPAH GATE OF TONOPAH TEST
 HQ0254'RANGE: SOUTH 13.4 MILES ALONG THE MAIN PAVED ROAD TO A T-ROAD EAST.
 HQ0254'TURN EAST (LEFT) ONTO A GRADED ROAD 1.9 MILES TO A TRACK ROAD AT THE
 HQ0254'EDGE OF A DRY LAKE. TURN SOUTH (RIGHT) 2.1 MILES ON TRACK ROAD. BM IS
 HQ0254'63 WEST OF ROAD. STANDARD TABLET SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0102 ***********************************************************************
 GS0102  DESIGNATION -  H 333
 GS0102  PID         -  GS0102
 GS0102  STATE/COUNTY-  NV/NYE
 GS0102  USGS QUAD   -  STRIPED HILLS (1983)
 GS0102
 GS0102                         *CURRENT SURVEY CONTROL
 GS0102  ___________________________________________________________________
 GS0102* NAD 83(1986)-  36 42 01.     (N)    116 22 03.     (W)     SCALED    
 GS0102* NAVD 88     -       874.714  (meters)    2869.79   (feet)  ADJUSTED  
 GS0102  ___________________________________________________________________
 GS0102  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 GS0102  DYNAMIC HT  -         873.815 (meters)    2866.84  (feet)  COMP
 GS0102  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 GS0102
 GS0102  VERT ORDER  -  SECOND    CLASS 0
 GS0102
 GS0102.The horizontal coordinates were scaled from a topographic map and have
 GS0102.an estimated accuracy of +/- 6 seconds.
 GS0102
 GS0102.The orthometric height was determined by differential leveling
 GS0102.and adjusted by the National Geodetic Survey in June 1991..
 GS0102
 GS0102.The geoid height was determined by GEOID03.
 GS0102
 GS0102.The dynamic height is computed by dividing the NAVD 88
 GS0102.geopotential number by the normal gravity value computed on the
 GS0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0102.degrees latitude (g = 980.6199 gals.).
 GS0102
 GS0102.The modeled gravity was interpolated from observed gravity values.
 GS0102
 GS0102;                    North         East    Units  Estimated Accuracy
 GS0102;SPC NV C     - 6,216,410.      526,730.      MT  (+/- 180 meters Scaled)
 GS0102
 GS0102                          SUPERSEDED SURVEY CONTROL
 GS0102
 GS0102  NGVD 29 (??/??/??)  873.877  (m)         2867.04   (f) ADJUSTED    2 0
 GS0102
 GS0102.Superseded values are not recommended for survey control.
 GS0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0102.See file dsdata.txt to determine how the superseded data were derived.
 GS0102
 GS0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA564618(NAD 83)
 GS0102_MARKER: DB = BENCH MARK DISK
 GS0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0102_STAMPING: H 333 1952
 GS0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0102+STABILITY: SURFACE MOTION
 GS0102
 GS0102  HISTORY     - Date     Condition        Report By
 GS0102  HISTORY     - 1952     MONUMENTED       CGS
 GS0102
 GS0102                          STATION DESCRIPTION
 GS0102
 GS0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0102'4.4 MI N FROM LATHROP WELLS.
 GS0102'0.1 MILE WEST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF ITS
 GS0102'Y JUNCTION WITH STATE HIGHWAY 29 AT LATHROP WELLS, THENCE 4.3
 GS0102'MILES NORTH ALONG A TRACK ROAD, 50 FEET EAST OF THE CENTER LINE
 GS0102'OF A TRACK ROAD, 2.6 FEET NORTH OF A WITNESS POST, SET IN THE
 GS0102'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0445 ***********************************************************************
 HQ0445  DESIGNATION -  H 334
 HQ0445  PID         -  HQ0445
 HQ0445  STATE/COUNTY-  NV/NYE
 HQ0445  USGS QUAD   -  TIPPIPAH SPRING (1986)
 HQ0445
 HQ0445                         *CURRENT SURVEY CONTROL
 HQ0445  ___________________________________________________________________
 HQ0445* NAD 83(1986)-  37 03 43.     (N)    116 10 43.     (W)     SCALED    
 HQ0445* NAVD 88     -      1462.252  (meters)    4797.41   (feet)  ADJUSTED  
 HQ0445  ___________________________________________________________________
 HQ0445  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 HQ0445  DYNAMIC HT  -        1460.589 (meters)    4791.95  (feet)  COMP
 HQ0445  MODELED GRAV-     979,442.3   (mgal)                       NAVD 88
 HQ0445
 HQ0445  VERT ORDER  -  SECOND    CLASS 0
 HQ0445
 HQ0445.The horizontal coordinates were scaled from a topographic map and have
 HQ0445.an estimated accuracy of +/- 6 seconds.
 HQ0445
 HQ0445.The orthometric height was determined by differential leveling
 HQ0445.and adjusted by the National Geodetic Survey in June 1991..
 HQ0445
 HQ0445.The geoid height was determined by GEOID03.
 HQ0445
 HQ0445.The dynamic height is computed by dividing the NAVD 88
 HQ0445.geopotential number by the normal gravity value computed on the
 HQ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0445.degrees latitude (g = 980.6199 gals.).
 HQ0445
 HQ0445.The modeled gravity was interpolated from observed gravity values.
 HQ0445
 HQ0445;                    North         East    Units  Estimated Accuracy
 HQ0445;SPC NV C     - 6,256,610.      543,400.      MT  (+/- 180 meters Scaled)
 HQ0445
 HQ0445                          SUPERSEDED SURVEY CONTROL
 HQ0445
 HQ0445  NGVD 29 (??/??/92) 1461.256  (m)         4794.14   (f) ADJ UNCH    2 0
 HQ0445
 HQ0445.Superseded values are not recommended for survey control.
 HQ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0445.See file dsdata.txt to determine how the superseded data were derived.
 HQ0445
 HQ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB730020(NAD 83)
 HQ0445_MARKER: DB = BENCH MARK DISK
 HQ0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0445_STAMPING: H 334 1952
 HQ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0445+STABILITY: SURFACE MOTION
 HQ0445
 HQ0445  HISTORY     - Date     Condition        Report By
 HQ0445  HISTORY     - 1952     MONUMENTED       CGS
 HQ0445  HISTORY     - 1984     GOOD             USGS
 HQ0445
 HQ0445                          STATION DESCRIPTION
 HQ0445
 HQ0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0445'2.1 MI NE FROM TIPPIPAH SPRINGS.
 HQ0445'2.1 MILES NORTHEAST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0445'AT TIPPIPAH SPRINGS, 26 FEET NORTH OF THE BASE OF A SMALL KNOLL,
 HQ0445'52 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST
 HQ0445'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HQ0445'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 HQ0445
 HQ0445                          STATION RECOVERY (1984)
 HQ0445
 HQ0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0445'RANCH IMPROVEMENTS AT TIPPIPAH SPRINGS, 2.1 MILES NORTH OF YUCCA
 HQ0445'PASS, 13.05 MILES NORTH-NORTHWEST OF, 3.5 MILES WEST OF THE JCT. OF
 HQ0445'TIPPIPAH HWY AND PAHUTE MESA ROAD ALONG THE PAHUTE MESA ROAD, TO THE
 HQ0445'BUCKBROAD MESA ROAD, 2.1 MILES NORTHEAST OF TIPPIPAH SPRINGS, 400 FT.
 HQ0445'EAST OF THE BUCKBROAD MESA ROAD, 250 FT. SOUTH OF PAHUTE MESA ROAD,
 HQ0445'AT THE EAST END OF A CUT FOR THE OLD RD., A STANDARD DISK SET IN TOP
 HQ0445'OF A CONCRETE POST FLUSH WITH THE GROUND, 2.0 FT. NORTH OF A WITNESS
 HQ0445'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0138 ***********************************************************************
 GS0138  DESIGNATION -  H 335
 GS0138  PID         -  GS0138
 GS0138  STATE/COUNTY-  NV/NYE
 GS0138  USGS QUAD   -  MINE MOUNTAIN (1986)
 GS0138
 GS0138                         *CURRENT SURVEY CONTROL
 GS0138  ___________________________________________________________________
 GS0138* NAD 83(1986)-  36 52 36.     (N)    116 12 45.     (W)     SCALED    
 GS0138* NAVD 88     -      1417.393  (meters)    4650.23   (feet)  ADJUSTED  
 GS0138  ___________________________________________________________________
 GS0138  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GS0138  DYNAMIC HT  -        1415.797 (meters)    4644.99  (feet)  COMP
 GS0138  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 GS0138
 GS0138  VERT ORDER  -  SECOND    CLASS 0
 GS0138
 GS0138.The horizontal coordinates were scaled from a topographic map and have
 GS0138.an estimated accuracy of +/- 6 seconds.
 GS0138
 GS0138.The orthometric height was determined by differential leveling
 GS0138.and adjusted by the National Geodetic Survey in June 1991..
 GS0138
 GS0138.The geoid height was determined by GEOID03.
 GS0138
 GS0138.The dynamic height is computed by dividing the NAVD 88
 GS0138.geopotential number by the normal gravity value computed on the
 GS0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0138.degrees latitude (g = 980.6199 gals.).
 GS0138
 GS0138.The modeled gravity was interpolated from observed gravity values.
 GS0138
 GS0138;                    North         East    Units  Estimated Accuracy
 GS0138;SPC NV C     - 6,236,040.      540,490.      MT  (+/- 180 meters Scaled)
 GS0138
 GS0138                          SUPERSEDED SURVEY CONTROL
 GS0138
 GS0138  NGVD 29 (??/??/??) 1416.429  (m)         4647.07   (f) ADJUSTED    2 0
 GS0138
 GS0138.Superseded values are not recommended for survey control.
 GS0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0138.See file dsdata.txt to determine how the superseded data were derived.
 GS0138
 GS0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA701814(NAD 83)
 GS0138_MARKER: DB = BENCH MARK DISK
 GS0138_SETTING: 80 = SET IN A BOULDER
 GS0138_SP_SET: BOULDER
 GS0138_STAMPING: H 335 1952
 GS0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0138+STABILITY: SURFACE MOTION
 GS0138
 GS0138  HISTORY     - Date     Condition        Report By
 GS0138  HISTORY     - 1952     MONUMENTED       CGS
 GS0138  HISTORY     - 1952     GOOD             NGS
 GS0138
 GS0138                          STATION DESCRIPTION
 GS0138
 GS0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0138'13.5 MI SE FROM TIPPIPAH SPRINGS.
 GS0138'13.5 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE RANCH
 GS0138'IMPROVEMENTS AT TIPPIPAH SPRINGS, 34 FEET EAST OF THE CENTER
 GS0138'LINE OF THE ROAD, 2 FEET NORTHEAST OF A WITNESS POST, 0.6 FOOT
 GS0138'ABOVE THE GROUND, SET IN THE TOP OF A GRANITE BOULDER WHICH HAS
 GS0138'THE LETTERS BM PAINTED ON IT.  NOTE-- THE MARK IS 38 FEET EAST
 GS0138'OF THE NORTH-AND-SOUTH ROAD.
 GS0138
 GS0138                          STATION RECOVERY (1952)
 GS0138
 GS0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GS0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0128 ***********************************************************************
 HQ0128  DESIGNATION -  H 336
 HQ0128  PID         -  HQ0128
 HQ0128  STATE/COUNTY-  NV/NYE
 HQ0128  USGS QUAD   -  REEDS RANCH (1987)
 HQ0128
 HQ0128                         *CURRENT SURVEY CONTROL
 HQ0128  ___________________________________________________________________
 HQ0128* NAD 83(1986)-  37 56 05.     (N)    116 47 57.     (W)     SCALED    
 HQ0128* NAVD 88     -      1634.032  (meters)    5360.99   (feet)  ADJUSTED  
 HQ0128  ___________________________________________________________________
 HQ0128  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 HQ0128  DYNAMIC HT  -        1632.216 (meters)    5355.03  (feet)  COMP
 HQ0128  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 HQ0128
 HQ0128  VERT ORDER  -  SECOND    CLASS 0
 HQ0128
 HQ0128.The horizontal coordinates were scaled from a topographic map and have
 HQ0128.an estimated accuracy of +/- 6 seconds.
 HQ0128
 HQ0128.The orthometric height was determined by differential leveling
 HQ0128.and adjusted by the National Geodetic Survey in June 1991..
 HQ0128
 HQ0128.The geoid height was determined by GEOID03.
 HQ0128
 HQ0128.The dynamic height is computed by dividing the NAVD 88
 HQ0128.geopotential number by the normal gravity value computed on the
 HQ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0128.degrees latitude (g = 980.6199 gals.).
 HQ0128
 HQ0128.The modeled gravity was interpolated from observed gravity values.
 HQ0128
 HQ0128;                    North         East    Units  Estimated Accuracy
 HQ0128;SPC NV C     - 6,353,370.      488,350.      MT  (+/- 180 meters Scaled)
 HQ0128
 HQ0128                          SUPERSEDED SURVEY CONTROL
 HQ0128
 HQ0128.No superseded survey control is available for this station.
 HQ0128
 HQ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB176985(NAD 83)
 HQ0128_MARKER: DB = BENCH MARK DISK
 HQ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0128_SP_SET: CONCRETE POST
 HQ0128_STAMPING: H 336 1952
 HQ0128_MARK LOGO: CGS   
 HQ0128_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0128+STABILITY: SURFACE MOTION
 HQ0128
 HQ0128  HISTORY     - Date     Condition        Report By
 HQ0128  HISTORY     - 1952     MONUMENTED       CGS
 HQ0128  HISTORY     - 19920623 GOOD             LOCENG
 HQ0128
 HQ0128                          STATION DESCRIPTION
 HQ0128
 HQ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0128'28 MI SE FROM TONOPAH.
 HQ0128'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ0128'TONOPAH, THENCE 16.0 MILES SOUTHEAST ALONG AN OILED ROAD, 65 FEET
 HQ0128'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHEAST
 HQ0128'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HQ0128'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 HQ0128
 HQ0128                          STATION RECOVERY (1992)
 HQ0128
 HQ0128'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0128'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 HQ0128'(3.3 FT) NORTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0282 ***********************************************************************
 HQ0282  DESIGNATION -  H 337
 HQ0282  PID         -  HQ0282
 HQ0282  STATE/COUNTY-  NV/NYE
 HQ0282  USGS QUAD   -  MELLAN (1988)
 HQ0282
 HQ0282                         *CURRENT SURVEY CONTROL
 HQ0282  ___________________________________________________________________
 HQ0282* NAD 83(1986)-  37 38 26.     (N)    116 30 28.     (W)     SCALED    
 HQ0282* NAVD 88     -      1653.187  (meters)    5423.83   (feet)  ADJUSTED  
 HQ0282  ___________________________________________________________________
 HQ0282  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 HQ0282  DYNAMIC HT  -        1651.311 (meters)    5417.68  (feet)  COMP
 HQ0282  MODELED GRAV-     979,437.0   (mgal)                       NAVD 88
 HQ0282
 HQ0282  VERT ORDER  -  SECOND    CLASS 0
 HQ0282
 HQ0282.The horizontal coordinates were scaled from a topographic map and have
 HQ0282.an estimated accuracy of +/- 6 seconds.
 HQ0282
 HQ0282.The orthometric height was determined by differential leveling
 HQ0282.and adjusted by the National Geodetic Survey in June 1991..
 HQ0282
 HQ0282.The geoid height was determined by GEOID03.
 HQ0282
 HQ0282.The dynamic height is computed by dividing the NAVD 88
 HQ0282.geopotential number by the normal gravity value computed on the
 HQ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0282.degrees latitude (g = 980.6199 gals.).
 HQ0282
 HQ0282.The modeled gravity was interpolated from observed gravity values.
 HQ0282
 HQ0282;                    North         East    Units  Estimated Accuracy
 HQ0282;SPC NV C     - 6,320,720.      514,020.      MT  (+/- 180 meters Scaled)
 HQ0282
 HQ0282                          SUPERSEDED SURVEY CONTROL
 HQ0282
 HQ0282.No superseded survey control is available for this station.
 HQ0282
 HQ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB434660(NAD 83)
 HQ0282_MARKER: DB = BENCH MARK DISK
 HQ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0282_SP_SET: CONCRETE POST
 HQ0282_STAMPING: H 337 1952
 HQ0282_MARK LOGO: CGS   
 HQ0282_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0282+STABILITY: SURFACE MOTION
 HQ0282
 HQ0282  HISTORY     - Date     Condition        Report By
 HQ0282  HISTORY     - 1952     MONUMENTED       CGS
 HQ0282  HISTORY     - 19920623 GOOD             LOCENG
 HQ0282
 HQ0282                          STATION DESCRIPTION
 HQ0282
 HQ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0282'7 MI SE FROM MELLAN.
 HQ0282'7.0 MILES SOUTHEAST ALONG A DIRT ROAD FROM A LARGE GRANITE KNOLL
 HQ0282'AT MELLAN, 43 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HQ0282'3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0282'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 HQ0282
 HQ0282                          STATION RECOVERY (1992)
 HQ0282
 HQ0282'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0559 ***********************************************************************
 HQ0559  DESIGNATION -  H 338
 HQ0559  PID         -  HQ0559
 HQ0559  STATE/COUNTY-  NV/NYE
 HQ0559  USGS QUAD   -  RHYOLITE KNOB (1987)
 HQ0559
 HQ0559                         *CURRENT SURVEY CONTROL
 HQ0559  ___________________________________________________________________
 HQ0559* NAD 83(1986)-  37 38 51.     (N)    116 12 23.     (W)     SCALED    
 HQ0559* NAVD 88     -      1737.034  (meters)    5698.92   (feet)  ADJUSTED  
 HQ0559  ___________________________________________________________________
 HQ0559  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 HQ0559  DYNAMIC HT  -        1735.041 (meters)    5692.38  (feet)  COMP
 HQ0559  MODELED GRAV-     979,421.3   (mgal)                       NAVD 88
 HQ0559
 HQ0559  VERT ORDER  -  SECOND    CLASS 0
 HQ0559
 HQ0559.The horizontal coordinates were scaled from a topographic map and have
 HQ0559.an estimated accuracy of +/- 6 seconds.
 HQ0559
 HQ0559.The orthometric height was determined by differential leveling
 HQ0559.and adjusted by the National Geodetic Survey in June 1991..
 HQ0559
 HQ0559.The geoid height was determined by GEOID03.
 HQ0559
 HQ0559.The dynamic height is computed by dividing the NAVD 88
 HQ0559.geopotential number by the normal gravity value computed on the
 HQ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0559.degrees latitude (g = 980.6199 gals.).
 HQ0559
 HQ0559.The modeled gravity was interpolated from observed gravity values.
 HQ0559
 HQ0559;                    North         East    Units  Estimated Accuracy
 HQ0559;SPC NV C     - 6,321,580.      540,620.      MT  (+/- 180 meters Scaled)
 HQ0559
 HQ0559                          SUPERSEDED SURVEY CONTROL
 HQ0559
 HQ0559.No superseded survey control is available for this station.
 HQ0559
 HQ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB700670(NAD 83)
 HQ0559_MARKER: DB = BENCH MARK DISK
 HQ0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0559_STAMPING: H 338 1952
 HQ0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0559+STABILITY: SURFACE MOTION
 HQ0559
 HQ0559  HISTORY     - Date     Condition        Report By
 HQ0559  HISTORY     - 1952     MONUMENTED       CGS
 HQ0559
 HQ0559                          STATION DESCRIPTION
 HQ0559
 HQ0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0559'8.4 MI SW FROM REED.
 HQ0559'8.4 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0559'AT REED, 38 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 HQ0559'2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0559'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1229 ***********************************************************************
 KR1229  DESIGNATION -  H 339
 KR1229  PID         -  KR1229
 KR1229  STATE/COUNTY-  NV/STOREY
 KR1229  USGS QUAD   -  PATRICK (1980)
 KR1229
 KR1229                         *CURRENT SURVEY CONTROL
 KR1229  ___________________________________________________________________
 KR1229* NAD 83(1986)-  39 33 12.     (N)    119 33 21.     (W)     SCALED    
 KR1229* NAVD 88     -      1310.239  (meters)    4298.68   (feet)  ADJUSTED  
 KR1229  ___________________________________________________________________
 KR1229  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 KR1229  DYNAMIC HT  -        1309.066 (meters)    4294.83  (feet)  COMP
 KR1229  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 KR1229
 KR1229  VERT ORDER  -  FIRST     CLASS I
 KR1229
 KR1229.The horizontal coordinates were scaled from a topographic map and have
 KR1229.an estimated accuracy of +/- 6 seconds.
 KR1229
 KR1229.The orthometric height was determined by differential leveling
 KR1229.and adjusted by the National Geodetic Survey in June 1991..
 KR1229
 KR1229.The geoid height was determined by GEOID03.
 KR1229
 KR1229.The dynamic height is computed by dividing the NAVD 88
 KR1229.geopotential number by the normal gravity value computed on the
 KR1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1229.degrees latitude (g = 980.6199 gals.).
 KR1229
 KR1229.The modeled gravity was interpolated from observed gravity values.
 KR1229
 KR1229;                    North         East    Units  Estimated Accuracy
 KR1229;SPC NV W     - 4,533,480.      716,420.      MT  (+/- 180 meters Scaled)
 KR1229
 KR1229                          SUPERSEDED SURVEY CONTROL
 KR1229
 KR1229  NGVD 29 (??/??/92) 1309.192  (m)         4295.24   (f) ADJ UNCH    1 1
 KR1229
 KR1229.Superseded values are not recommended for survey control.
 KR1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1229.See file dsdata.txt to determine how the superseded data were derived.
 KR1229
 KR1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD804813(NAD 83)
 KR1229_MARKER: DB = BENCH MARK DISK
 KR1229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1229_SP_SET: ABUTMENT
 KR1229_STAMPING: H 339 1953
 KR1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1229
 KR1229  HISTORY     - Date     Condition        Report By
 KR1229  HISTORY     - 1953     MONUMENTED       CGS
 KR1229  HISTORY     - 1969     GOOD             NGS
 KR1229
 KR1229                          STATION DESCRIPTION
 KR1229
 KR1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1229'11.35 MI E FROM SPARKS.
 KR1229'11.35 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1229'MCCARRAN BOULEVARD OVERPASS AT SPARKS, 4 POLES NORTHEAST OF MILEPOLE
 KR1229'258, IN THE TOP AND 2.0 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 KR1229'NORTHWEST CONCRETE ABUTMENT OF STEEL TRUSS BRIDGE 7 OVER TRUCKEE
 KR1229'RIVER, 7.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 2 FEET
 KR1229'LOWER THAN THE TRACK.  SEC 31, T 20N, R 22E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0010 ***********************************************************************
 JQ0010  DESIGNATION -  H 34
 JQ0010  PID         -  JQ0010
 JQ0010  STATE/COUNTY-  NV/NYE
 JQ0010  USGS QUAD   -  PALISADE MESA (1980)
 JQ0010
 JQ0010                         *CURRENT SURVEY CONTROL
 JQ0010  ___________________________________________________________________
 JQ0010* NAD 83(1986)-  38 28 07.     (N)    116 08 09.     (W)     SCALED    
 JQ0010* NAVD 88     -      1837.458  (meters)    6028.39   (feet)  ADJUSTED  
 JQ0010  ___________________________________________________________________
 JQ0010  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 JQ0010  DYNAMIC HT  -        1835.429 (meters)    6021.74  (feet)  COMP
 JQ0010  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 JQ0010
 JQ0010  VERT ORDER  -  FIRST     CLASS II
 JQ0010
 JQ0010.The horizontal coordinates were scaled from a topographic map and have
 JQ0010.an estimated accuracy of +/- 6 seconds.
 JQ0010
 JQ0010.The orthometric height was determined by differential leveling
 JQ0010.and adjusted by the National Geodetic Survey in June 1991..
 JQ0010
 JQ0010.The geoid height was determined by GEOID03.
 JQ0010
 JQ0010.The dynamic height is computed by dividing the NAVD 88
 JQ0010.geopotential number by the normal gravity value computed on the
 JQ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0010.degrees latitude (g = 980.6199 gals.).
 JQ0010
 JQ0010.The modeled gravity was interpolated from observed gravity values.
 JQ0010
 JQ0010;                    North         East    Units  Estimated Accuracy
 JQ0010;SPC NV C     - 6,412,750.      546,320.      MT  (+/- 180 meters Scaled)
 JQ0010
 JQ0010                          SUPERSEDED SURVEY CONTROL
 JQ0010
 JQ0010  NGVD 29 (??/??/92) 1836.291  (m)         6024.56   (f) ADJ UNCH    1 2
 JQ0010
 JQ0010.Superseded values are not recommended for survey control.
 JQ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0010.See file dsdata.txt to determine how the superseded data were derived.
 JQ0010
 JQ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC753581(NAD 83)
 JQ0010_MARKER: DB = BENCH MARK DISK
 JQ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0010_STAMPING: 6024.565 H 34 1933
 JQ0010_MARK LOGO: CGS   
 JQ0010_PROJECTION: PROJECTING 30 CENTIMETERS
 JQ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0010+STABILITY: SURFACE MOTION
 JQ0010
 JQ0010  HISTORY     - Date     Condition        Report By
 JQ0010  HISTORY     - 1933     MONUMENTED       CGS
 JQ0010  HISTORY     - 1937     GOOD             NGS
 JQ0010  HISTORY     - 1984     GOOD             NGS
 JQ0010
 JQ0010                          STATION DESCRIPTION
 JQ0010
 JQ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0010'24.0 MI NE FROM WARM SPRINGS.
 JQ0010'H 34 24.0 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM WARM SPRINGS NYE
 JQ0010'COUNTY, 0.3 MILES NORTHEAST OF THE TOP OF SANDY SUMMIT, ABOUT 1 MILE
 JQ0010'EAST OF A SMALL FLAT-TOPPED BUTTE IN A DEPRESSION, ABOUT 160 PACES
 JQ0010'NORTHEAST OF A CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT 130 PACES
 JQ0010'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 72 FEET SOUTH OF THE
 JQ0010'CENTERLINE OF THE 1933 ROUTE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 JQ0010'6024.565 H 34 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JQ0010'ABOUT 1 FOOT ABOVE GROUND.
 JQ0010
 JQ0010                          STATION RECOVERY (1937)
 JQ0010
 JQ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 JQ0010'RECOVERED IN GOOD CONDITION.
 JQ0010
 JQ0010                          STATION RECOVERY (1984)
 JQ0010
 JQ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0010'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0010'37.4 KM (23.4 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0010'STATE HIGHWAY 375 AT WARM SPRINGS, 0.5 KM (0.3 MI) NORTHEAST OF
 JQ0010'MILEPOST 74, 120.3 METERS (394.5 FT) NORTHWEST OF THE HIGHWAY
 JQ0010'CENTERLINE, 133.3 METERS (437 FT) NORTH OF THE NORTHEAST END OF THE
 JQ0010'NORTHWEST HEADWALL FOR A 30-INCH CORRUGATED METAL PIPE CULVERT AND
 JQ0010'21.3 METERS (70 FT) SOUTHEAST OF THE CENTER OF THE OLD ROAD BED.
 JQ0010'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 JQ0010'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0569 ***********************************************************************
 KR0569  DESIGNATION -  H 340
 KR0569  PID         -  KR0569
 KR0569  STATE/COUNTY-  NV/LYON
 KR0569  USGS QUAD   -  HAZEN (1985)
 KR0569
 KR0569                         *CURRENT SURVEY CONTROL
 KR0569  ___________________________________________________________________
 KR0569* NAD 83(1986)-  39 34 25.     (N)    119 05 10.     (W)     SCALED    
 KR0569* NAVD 88     -      1237.226  (meters)    4059.13   (feet)  ADJUSTED  
 KR0569  ___________________________________________________________________
 KR0569  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 KR0569  DYNAMIC HT  -        1236.175 (meters)    4055.68  (feet)  COMP
 KR0569  MODELED GRAV-     979,734.4   (mgal)                       NAVD 88
 KR0569
 KR0569  VERT ORDER  -  FIRST     CLASS II
 KR0569
 KR0569.The horizontal coordinates were scaled from a topographic map and have
 KR0569.an estimated accuracy of +/- 6 seconds.
 KR0569
 KR0569.The orthometric height was determined by differential leveling
 KR0569.and adjusted by the National Geodetic Survey in June 1991..
 KR0569
 KR0569.The geoid height was determined by GEOID03.
 KR0569
 KR0569.The dynamic height is computed by dividing the NAVD 88
 KR0569.geopotential number by the normal gravity value computed on the
 KR0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0569.degrees latitude (g = 980.6199 gals.).
 KR0569
 KR0569.The modeled gravity was interpolated from observed gravity values.
 KR0569
 KR0569;                    North         East    Units  Estimated Accuracy
 KR0569;SPC NV W     - 4,535,400.      756,800.      MT  (+/- 180 meters Scaled)
 KR0569
 KR0569                          SUPERSEDED SURVEY CONTROL
 KR0569
 KR0569  NGVD 29 (??/??/92) 1236.287  (m)         4056.05   (f) ADJ UNCH    1 2
 KR0569
 KR0569.Superseded values are not recommended for survey control.
 KR0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0569.See file dsdata.txt to determine how the superseded data were derived.
 KR0569
 KR0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD208825(NAD 83)
 KR0569_MARKER: DB = BENCH MARK DISK
 KR0569_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KR0569_SP_SET: BRIDGE ABUTMENT
 KR0569_STAMPING: H 340 1953
 KR0569_MARK LOGO: CGS   
 KR0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0569+STABILITY: SURFACE MOTION
 KR0569
 KR0569  HISTORY     - Date     Condition        Report By
 KR0569  HISTORY     - 1953     MONUMENTED       CGS
 KR0569  HISTORY     - 1986     GOOD             NGS
 KR0569
 KR0569                          STATION DESCRIPTION
 KR0569
 KR0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0569'2.4 MI NW FROM HAZEN.
 KR0569'2.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0569'THE STATION AT HAZEN, AT WOODEN BRIDGE 285.66, IN THE TOP OF THE
 KR0569'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT, 7.1 FEET SOUTHWEST
 KR0569'OF THE SOUTHWEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 KR0569'RAIL.
 KR0569
 KR0569                          STATION RECOVERY (1986)
 KR0569
 KR0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0425 ***********************************************************************
 KR0425  DESIGNATION -  H 341
 KR0425  PID         -  KR0425
 KR0425  STATE/COUNTY-  NV/CHURCHILL
 KR0425  USGS QUAD   -  PARRAN (1986)
 KR0425
 KR0425                         *CURRENT SURVEY CONTROL
 KR0425  ___________________________________________________________________
 KR0425* NAD 83(1986)-  39 50 52.     (N)    118 46 39.     (W)     SCALED    
 KR0425* NAVD 88     -      1189.47   (+/-2cm)    3902.5    (feet)  VERTCON   
 KR0425  ___________________________________________________________________
 KR0425  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KR0425
 KR0425  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0425
 KR0425.The horizontal coordinates were scaled from a topographic map and have
 KR0425.an estimated accuracy of +/- 6 seconds.
 KR0425
 KR0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0425.The vertical order pertains to the NGVD 29 superseded value.
 KR0425
 KR0425.The geoid height was determined by GEOID03.
 KR0425
 KR0425;                    North         East    Units  Estimated Accuracy
 KR0425;SPC NV W     - 4,565,730.      783,380.      MT  (+/- 180 meters Scaled)
 KR0425
 KR0425                          SUPERSEDED SURVEY CONTROL
 KR0425
 KR0425  NGVD 29 (??/??/92) 1188.569  (m)         3899.50   (f) ADJ UNCH    1 2
 KR0425
 KR0425.Superseded values are not recommended for survey control.
 KR0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0425.See file dsdata.txt to determine how the superseded data were derived.
 KR0425
 KR0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE479123(NAD 83)
 KR0425_MARKER: DB = BENCH MARK DISK
 KR0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0425_STAMPING: H 341 1953
 KR0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0425+STABILITY: SURFACE MOTION
 KR0425
 KR0425  HISTORY     - Date     Condition        Report By
 KR0425  HISTORY     - 1953     MONUMENTED       CGS
 KR0425
 KR0425                          STATION DESCRIPTION
 KR0425
 KR0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0425'3.0 MI W FROM PARRAN.
 KR0425'3.0 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0425'WATER TANK AT PARRAN, 3 POLES SOUTH OF MILEPOLE 315, 117 FEET
 KR0425'SOUTHEAST OF AND ACROSS THE TRACK FROM A TELEGRAPH POLE, 47.2 FEET
 KR0425'EAST OF THE EAST RAIL, 38.5 FEET SOUTH OF A TELEPHONE POLE, 2.1 FEET
 KR0425'NORTH OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND
 KR0425'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 KR0425'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0139 ***********************************************************************
 LS0139  DESIGNATION -  H 342
 LS0139  PID         -  LS0139
 LS0139  STATE/COUNTY-  NV/PERSHING
 LS0139  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0139
 LS0139                         *CURRENT SURVEY CONTROL
 LS0139  ___________________________________________________________________
 LS0139* NAD 83(1986)-  40 27 46.     (N)    118 17 16.     (W)     SCALED    
 LS0139* NAVD 88     -      1300.414  (meters)    4266.44   (feet)  ADJUSTED  
 LS0139  ___________________________________________________________________
 LS0139  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 LS0139  DYNAMIC HT  -        1299.370 (meters)    4263.02  (feet)  COMP
 LS0139  MODELED GRAV-     979,777.9   (mgal)                       NAVD 88
 LS0139
 LS0139  VERT ORDER  -  FIRST     CLASS II
 LS0139
 LS0139.The horizontal coordinates were scaled from a topographic map and have
 LS0139.an estimated accuracy of +/- 6 seconds.
 LS0139
 LS0139.The orthometric height was determined by differential leveling
 LS0139.and adjusted by the National Geodetic Survey in June 1991..
 LS0139
 LS0139.The geoid height was determined by GEOID03.
 LS0139
 LS0139.The dynamic height is computed by dividing the NAVD 88
 LS0139.geopotential number by the normal gravity value computed on the
 LS0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0139.degrees latitude (g = 980.6199 gals.).
 LS0139
 LS0139.The modeled gravity was interpolated from observed gravity values.
 LS0139
 LS0139;                    North         East    Units  Estimated Accuracy
 LS0139;SPC NV W     - 4,634,040.      825,070.      MT  (+/- 180 meters Scaled)
 LS0139
 LS0139                          SUPERSEDED SURVEY CONTROL
 LS0139
 LS0139  NGVD 29 (??/??/92) 1299.42   (m)         4263.2    (f) COMPUTED    1 2
 LS0139
 LS0139.Superseded values are not recommended for survey control.
 LS0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0139.See file dsdata.txt to determine how the superseded data were derived.
 LS0139
 LS0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE908799(NAD 83)
 LS0139_MARKER: DB = BENCH MARK DISK
 LS0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0139_STAMPING: H 342 1953
 LS0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0139+STABILITY: SURFACE MOTION
 LS0139
 LS0139  HISTORY     - Date     Condition        Report By
 LS0139  HISTORY     - 1953     MONUMENTED       CGS
 LS0139
 LS0139                          STATION DESCRIPTION
 LS0139
 LS0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0139'1.1 MI N FROM RYE PATCH.
 LS0139'1.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0139'SIDING SIGN AT RYE PATCH, 0.35 MILE SOUTH OF THE CROSSING OF AN
 LS0139'ASPHALT ROAD, 260 FEET EAST OF AND DIRECTLY ACROSS THE TRACKS FROM
 LS0139'MILEPOLE 367, 196.1 FEET EAST OF THE EAST RAIL, 116 1/2 FEET SOUTHEAST
 LS0139'OF A TELEPHONE POLE WITH A TRANSFORMER, 2.7 FEET WEST OF A FENCE, 2.4
 LS0139'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 LS0139'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0030 ***********************************************************************
 LS0030  DESIGNATION -  H 343
 LS0030  PID         -  LS0030
 LS0030  STATE/COUNTY-  NV/PERSHING
 LS0030  USGS QUAD   -  MILL CITY (1987)
 LS0030
 LS0030                         *CURRENT SURVEY CONTROL
 LS0030  ___________________________________________________________________
 LS0030* NAD 83(1986)-  40 43 22.     (N)    118 02 32.     (W)     SCALED    
 LS0030* NAVD 88     -      1298.305  (meters)    4259.52   (feet)  ADJUSTED  
 LS0030  ___________________________________________________________________
 LS0030  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 LS0030  DYNAMIC HT  -        1297.305 (meters)    4256.24  (feet)  COMP
 LS0030  MODELED GRAV-     979,809.9   (mgal)                       NAVD 88
 LS0030
 LS0030  VERT ORDER  -  FIRST     CLASS II
 LS0030
 LS0030.The horizontal coordinates were scaled from a topographic map and have
 LS0030.an estimated accuracy of +/- 6 seconds.
 LS0030
 LS0030.The orthometric height was determined by differential leveling
 LS0030.and adjusted by the National Geodetic Survey in June 1991..
 LS0030
 LS0030.The geoid height was determined by GEOID03.
 LS0030
 LS0030.The dynamic height is computed by dividing the NAVD 88
 LS0030.geopotential number by the normal gravity value computed on the
 LS0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0030.degrees latitude (g = 980.6199 gals.).
 LS0030
 LS0030.The modeled gravity was interpolated from observed gravity values.
 LS0030
 LS0030;                    North         East    Units  Estimated Accuracy
 LS0030;SPC NV W     - 4,663,000.      845,710.      MT  (+/- 180 meters Scaled)
 LS0030
 LS0030                          SUPERSEDED SURVEY CONTROL
 LS0030
 LS0030  NGVD 29 (??/??/92) 1297.32   (m)         4256.3    (f) COMPUTED    1 2
 LS0030
 LS0030.Superseded values are not recommended for survey control.
 LS0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0030.See file dsdata.txt to determine how the superseded data were derived.
 LS0030
 LS0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF119085(NAD 83)
 LS0030_MARKER: DB = BENCH MARK DISK
 LS0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0030_STAMPING: H 343 1953
 LS0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0030+STABILITY: SURFACE MOTION
 LS0030
 LS0030  HISTORY     - Date     Condition        Report By
 LS0030  HISTORY     - 1953     MONUMENTED       CGS
 LS0030
 LS0030                          STATION DESCRIPTION
 LS0030
 LS0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0030'3.0 MI NE FROM MILL CITY.
 LS0030'3.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LS0030'THE STATION AT MILL CITY, 276 1/2 FEET SOUTHEAST OF AND ACROSS THE
 LS0030'TRACKS FROM THE 5TH. POLE SOUTH OF MILEPOLE 392, AT THE NORTH END OF A
 LS0030'LONG FILL, 158.4 FEET EAST OF THE EAST RAIL, 2.0 FEET WEST OF A FENCE,
 LS0030'1.9 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET
 LS0030'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0530 ***********************************************************************
 LR0530  DESIGNATION -  H 344
 LR0530  PID         -  LR0530
 LR0530  STATE/COUNTY-  NV/HUMBOLDT
 LR0530  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0530
 LR0530                         *CURRENT SURVEY CONTROL
 LR0530  ___________________________________________________________________
 LR0530* NAD 83(1986)-  40 56 24.     (N)    117 45 09.     (W)     SCALED    
 LR0530* NAVD 88     -      1319.843  (meters)    4330.18   (feet)  ADJUSTED  
 LR0530  ___________________________________________________________________
 LR0530  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 LR0530  DYNAMIC HT  -        1318.842 (meters)    4326.90  (feet)  COMP
 LR0530  MODELED GRAV-     979,820.0   (mgal)                       NAVD 88
 LR0530
 LR0530  VERT ORDER  -  FIRST     CLASS II
 LR0530
 LR0530.The horizontal coordinates were scaled from a topographic map and have
 LR0530.an estimated accuracy of +/- 6 seconds.
 LR0530
 LR0530.The orthometric height was determined by differential leveling
 LR0530.and adjusted by the National Geodetic Survey in June 1991..
 LR0530
 LR0530.The geoid height was determined by GEOID03.
 LR0530
 LR0530.The dynamic height is computed by dividing the NAVD 88
 LR0530.geopotential number by the normal gravity value computed on the
 LR0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0530.degrees latitude (g = 980.6199 gals.).
 LR0530
 LR0530.The modeled gravity was interpolated from observed gravity values.
 LR0530
 LR0530;                    North         East    Units  Estimated Accuracy
 LR0530;SPC NV W     - 4,687,320.      869,960.      MT  (+/- 180 meters Scaled)
 LR0530
 LR0530                          SUPERSEDED SURVEY CONTROL
 LR0530
 LR0530  NGVD 29 (??/??/92) 1318.803  (m)         4326.77   (f) ADJ UNCH    1 2
 LR0530
 LR0530.Superseded values are not recommended for survey control.
 LR0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0530.See file dsdata.txt to determine how the superseded data were derived.
 LR0530
 LR0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF366323(NAD 83)
 LR0530_MARKER: DB = BENCH MARK DISK
 LR0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0530_STAMPING: H 344 1953
 LR0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0530+STABILITY: SURFACE MOTION
 LR0530
 LR0530  HISTORY     - Date     Condition        Report By
 LR0530  HISTORY     - 1953     MONUMENTED       CGS
 LR0530  HISTORY     - 1958     GOOD             NGS
 LR0530
 LR0530                          STATION DESCRIPTION
 LR0530
 LR0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0530'2.2 MI SW FROM WINNEMUCCA.
 LR0530'2.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0530'THE STATION AT WINNEMUCCA, ABOUT 3 POLES NORTHEAST OF AUTOMATIC SIGNAL
 LR0530'NO. 4150, 273 FEET EAST AND ACROSS THE TRACK FROM MILEPOLE 415, 196
 LR0530'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.7 FEET NORTHWEST OF A FENCE,
 LR0530'1.8 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 LR0530'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LR0530'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0283 ***********************************************************************
 LR0283  DESIGNATION -  H 345
 LR0283  PID         -  LR0283
 LR0283  STATE/COUNTY-  NV/HUMBOLDT
 LR0283  USGS QUAD   -  GOLCONDA (1981)
 LR0283
 LR0283                         *CURRENT SURVEY CONTROL
 LR0283  ___________________________________________________________________
 LR0283* NAD 83(1986)-  40 58 43.     (N)    117 23 34.     (W)     SCALED    
 LR0283* NAVD 88     -      1330.390  (meters)    4364.79   (feet)  ADJUSTED  
 LR0283  ___________________________________________________________________
 LR0283  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 LR0283  DYNAMIC HT  -        1329.402 (meters)    4361.55  (feet)  COMP
 LR0283  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 LR0283
 LR0283  VERT ORDER  -  FIRST     CLASS II
 LR0283
 LR0283.The horizontal coordinates were scaled from a topographic map and have
 LR0283.an estimated accuracy of +/- 6 seconds.
 LR0283
 LR0283.The orthometric height was determined by differential leveling
 LR0283.and adjusted by the National Geodetic Survey in June 1991..
 LR0283
 LR0283.The geoid height was determined by GEOID03.
 LR0283
 LR0283.The dynamic height is computed by dividing the NAVD 88
 LR0283.geopotential number by the normal gravity value computed on the
 LR0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0283.degrees latitude (g = 980.6199 gals.).
 LR0283
 LR0283.The modeled gravity was interpolated from observed gravity values.
 LR0283
 LR0283;                    North         East    Units  Estimated Accuracy
 LR0283;SPC NV W     - 4,691,950.      900,190.      MT  (+/- 180 meters Scaled)
 LR0283
 LR0283                          SUPERSEDED SURVEY CONTROL
 LR0283
 LR0283  NGVD 29 (??/??/92) 1329.38   (m)         4361.5    (f) COMPUTED    1 2
 LR0283
 LR0283.Superseded values are not recommended for survey control.
 LR0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0283.See file dsdata.txt to determine how the superseded data were derived.
 LR0283
 LR0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF669364(NAD 83)
 LR0283_MARKER: DB = BENCH MARK DISK
 LR0283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0283_SP_SET: ABUTMENT
 LR0283_STAMPING: H 345 1953
 LR0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0283
 LR0283  HISTORY     - Date     Condition        Report By
 LR0283  HISTORY     - 1953     MONUMENTED       CGS
 LR0283
 LR0283                          STATION DESCRIPTION
 LR0283
 LR0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0283'5.5 MI E FROM GOLCONDA.
 LR0283'5.5 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0283'STATION AT GOLCONDA, 0.3 MILE NORTHEAST OF THE CROSSING OF STATE
 LR0283'HIGHWAY 18, AT WOODEN BRIDGE 439.48, IN THE TOP OF THE NORTHWEST END
 LR0283'OF THE SOUTHWEST CONCRETE ABUTMENT, 22.9 FEET NORTHWEST OF THE
 LR0283'NORTHWEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0317 ***********************************************************************
 LR0317  DESIGNATION -  H 346
 LR0317  PID         -  LR0317
 LR0317  STATE/COUNTY-  NV/HUMBOLDT
 LR0317  USGS QUAD   -  SNOW GULCH (1984)
 LR0317
 LR0317                         *CURRENT SURVEY CONTROL
 LR0317  ___________________________________________________________________
 LR0317* NAD 83(1986)-  40 42 50.     (N)    117 01 31.     (W)     SCALED    
 LR0317* NAVD 88     -      1375.241  (meters)    4511.94   (feet)  ADJUSTED  
 LR0317  ___________________________________________________________________
 LR0317  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 LR0317  DYNAMIC HT  -        1374.157 (meters)    4508.38  (feet)  COMP
 LR0317  MODELED GRAV-     979,788.3   (mgal)                       NAVD 88
 LR0317
 LR0317  VERT ORDER  -  FIRST     CLASS II
 LR0317
 LR0317.The horizontal coordinates were scaled from a topographic map and have
 LR0317.an estimated accuracy of +/- 6 seconds.
 LR0317
 LR0317.The orthometric height was determined by differential leveling
 LR0317.and adjusted by the National Geodetic Survey in June 1991..
 LR0317.WARNING-Repeat measurements at this control monument indicate possible
 LR0317.vertical movement.
 LR0317
 LR0317.The geoid height was determined by GEOID03.
 LR0317
 LR0317.The dynamic height is computed by dividing the NAVD 88
 LR0317.geopotential number by the normal gravity value computed on the
 LR0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0317.degrees latitude (g = 980.6199 gals.).
 LR0317
 LR0317.The modeled gravity was interpolated from observed gravity values.
 LR0317
 LR0317;                    North         East    Units  Estimated Accuracy
 LR0317;SPC NV W     - 4,663,040.      931,640.      MT  (+/- 180 meters Scaled)
 LR0317
 LR0317                          SUPERSEDED SURVEY CONTROL
 LR0317
 LR0317.No superseded survey control is available for this station.
 LR0317
 LR0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF978069(NAD 83)
 LR0317_MARKER: DB = BENCH MARK DISK
 LR0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0317_STAMPING: H 346 1953
 LR0317_MARK LOGO: CGS   
 LR0317_PROJECTION: PROJECTING 15 CENTIMETERS
 LR0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0317+STABILITY: SURFACE MOTION
 LR0317
 LR0317  HISTORY     - Date     Condition        Report By
 LR0317  HISTORY     - 1953     MONUMENTED       CGS
 LR0317  HISTORY     - 1984     GOOD             NGS
 LR0317
 LR0317                          STATION DESCRIPTION
 LR0317
 LR0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0317'6.8 MI NW FROM BATTLE MOUNTAIN.
 LR0317'6.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0317'THE STATION AT BATTLE MOUNTAIN, 7.7 MILES SOUTHEAST OF VALMY, 252 1/2
 LR0317'FEET SOUTHWEST OF AND ACROSS THE TRACK FROM MILEPOLE 469, 196.4 FEET
 LR0317'SOUTHWEST OF THE SOUTHWEST RAIL, 195.2 FEET NORTHWEST OF THE CENTER OF
 LR0317'THE NORTHEAST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT UNDER AN
 LR0317'ABANDONED PAVED ROAD (FORMER U. S. HIGHWAY 40), 34 1/2 FEET NORTHEAST
 LR0317'OF THE CENTER LINE OF THE ABANDONED PAVED ROAD, 1.8 FEET NORTHEAST OF
 LR0317'A FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 LR0317'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 LR0317'ABOVE THE GROUND.
 LR0317
 LR0317                          STATION RECOVERY (1984)
 LR0317
 LR0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0317'RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE.
 LR0317'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 LR0317'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0226 ***********************************************************************
 MT0226  DESIGNATION -  H 347
 MT0226  PID         -  MT0226
 MT0226  STATE/COUNTY-  NV/ELKO
 MT0226  USGS QUAD   -  PEQUOP (1980)
 MT0226
 MT0226                         *CURRENT SURVEY CONTROL
 MT0226  ___________________________________________________________________
 MT0226* NAD 83(1986)-  41 12 10.     (N)    114 32 31.     (W)     SCALED    
 MT0226* NAVD 88     -      1871.396  (meters)    6139.74   (feet)  ADJUSTED  
 MT0226  ___________________________________________________________________
 MT0226  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 MT0226  DYNAMIC HT  -        1869.811 (meters)    6134.54  (feet)  COMP
 MT0226  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 MT0226
 MT0226  VERT ORDER  -  FIRST     CLASS II
 MT0226
 MT0226.The horizontal coordinates were scaled from a topographic map and have
 MT0226.an estimated accuracy of +/- 6 seconds.
 MT0226
 MT0226.The orthometric height was determined by differential leveling
 MT0226.and adjusted by the National Geodetic Survey in June 1991..
 MT0226
 MT0226.The geoid height was determined by GEOID03.
 MT0226
 MT0226.The dynamic height is computed by dividing the NAVD 88
 MT0226.geopotential number by the normal gravity value computed on the
 MT0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0226.degrees latitude (g = 980.6199 gals.).
 MT0226
 MT0226.The modeled gravity was interpolated from observed gravity values.
 MT0226
 MT0226;                    North         East    Units  Estimated Accuracy
 MT0226;SPC NV E     - 8,716,690.      287,340.      MT  (+/- 180 meters Scaled)
 MT0226
 MT0226                          SUPERSEDED SURVEY CONTROL
 MT0226
 MT0226  NGVD 29 (??/??/92) 1870.218  (m)         6135.87   (f) ADJ UNCH    1 2
 MT0226
 MT0226.Superseded values are not recommended for survey control.
 MT0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0226.See file dsdata.txt to determine how the superseded data were derived.
 MT0226
 MT0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF061641(NAD 83)
 MT0226_MARKER: DB = BENCH MARK DISK
 MT0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0226_STAMPING: H 347 1953
 MT0226_MARK LOGO: CGS   
 MT0226_PROJECTION: PROJECTING 10 CENTIMETERS
 MT0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0226+STABILITY: SURFACE MOTION
 MT0226
 MT0226  HISTORY     - Date     Condition        Report By
 MT0226  HISTORY     - 1953     MONUMENTED       CGS
 MT0226  HISTORY     - 1984     GOOD             NGS
 MT0226
 MT0226                          STATION DESCRIPTION
 MT0226
 MT0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0226'5.8 MI NW FROM VALLEY PASS.
 MT0226'5.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0226'THE STATION AT VALLEY PASS, 321 1/2 FEET SOUTHEAST OF AND ACROSS THE
 MT0226'TRACK FROM MILEPOLE 635, 196.6 FEET SOUTH OF THE SOUTH RAIL, 1.7 FEET
 MT0226'NORTH OF A FENCE, 2.2 FEET EAST OF A WITNESS POST, ABOUT 4 FEET LOWER
 MT0226'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 MT0226'FOOT ABOVE THE GROUND.
 MT0226
 MT0226                          STATION RECOVERY (1984)
 MT0226
 MT0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0226'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.25 KM
 MT0226'(13.9 MI) SOUTHWEST ALONG STATE HIGHWAY 233 FROM THE POST OFFICE AT
 MT0226'MONTELLO, THENCE 20.05 KM (12.5 MI) NORTHWEST ALONG THE SOUTHERN
 MT0226'PACIFIC RAILROAD, AT THE CENTER OF A SHORT RAILROAD FILL, 59.9 METERS
 MT0226'(196.5 FT) SOUTH OF THE SOUTH RAIL, 98.0 METERS (321 FT) SOUTHEAST
 MT0226'ACROSS THE TRACKS FROM MILEPOLE 635, 0.5 METER (1.5 FT) NORTH OF THE
 MT0226'RIGHT OF WAY FENCE AND 0.6 METER (2 FT) EAST OF A 4- BY 4-INCH WOODEN
 MT0226'WITNESS POST.
 MT0226'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 MT0226'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0136 ***********************************************************************
 MT0136  DESIGNATION -  H 348
 MT0136  PID         -  MT0136
 MT0136  STATE/COUNTY-  NV/ELKO
 MT0136  USGS QUAD   -  MONTELLO (1967)
 MT0136
 MT0136                         *CURRENT SURVEY CONTROL
 MT0136  ___________________________________________________________________
 MT0136* NAD 83(1986)-  41 17 45.     (N)    114 07 45.     (W)     SCALED    
 MT0136* NAVD 88     -      1468.659  (meters)    4818.43   (feet)  ADJUSTED  
 MT0136  ___________________________________________________________________
 MT0136  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 MT0136  DYNAMIC HT  -        1467.523 (meters)    4814.70  (feet)  COMP
 MT0136  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 MT0136
 MT0136  VERT ORDER  -  FIRST     CLASS II
 MT0136
 MT0136.The horizontal coordinates were scaled from a topographic map and have
 MT0136.an estimated accuracy of +/- 6 seconds.
 MT0136
 MT0136.The orthometric height was determined by differential leveling
 MT0136.and adjusted by the National Geodetic Survey in June 1991..
 MT0136
 MT0136.The geoid height was determined by GEOID03.
 MT0136
 MT0136.The dynamic height is computed by dividing the NAVD 88
 MT0136.geopotential number by the normal gravity value computed on the
 MT0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0136.degrees latitude (g = 980.6199 gals.).
 MT0136
 MT0136.The modeled gravity was interpolated from observed gravity values.
 MT0136
 MT0136;                    North         East    Units  Estimated Accuracy
 MT0136;SPC NV E     - 8,727,520.      321,790.      MT  (+/- 180 meters Scaled)
 MT0136
 MT0136                          SUPERSEDED SURVEY CONTROL
 MT0136
 MT0136  NGVD 29 (??/??/92) 1467.558  (m)         4814.81   (f) ADJ UNCH    1 2
 MT0136
 MT0136.Superseded values are not recommended for survey control.
 MT0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0136.See file dsdata.txt to determine how the superseded data were derived.
 MT0136
 MT0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF403755(NAD 83)
 MT0136_MARKER: DB = BENCH MARK DISK
 MT0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0136_STAMPING: H 348 1953
 MT0136_MARK LOGO: CGS   
 MT0136_PROJECTION: PROJECTING 10 CENTIMETERS
 MT0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0136+STABILITY: SURFACE MOTION
 MT0136
 MT0136  HISTORY     - Date     Condition        Report By
 MT0136  HISTORY     - 1953     MONUMENTED       CGS
 MT0136  HISTORY     - 1984     GOOD             NGS
 MT0136
 MT0136                          STATION DESCRIPTION
 MT0136
 MT0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0136'4.1 MI NE FROM MONTELLO.
 MT0136'4.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0136'THE STATION AT MONTELLO, 117 1/2 FEET NORTHWEST OF MILEPOLE 666, 182.8
 MT0136'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WEST-BOUND TRACK, 27 FEET
 MT0136'SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 2.3 FEET SOUTHEAST OF
 MT0136'A FENCE, 2.5 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER
 MT0136'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 MT0136'FOOT ABOVE THE GROUND.
 MT0136
 MT0136                          STATION RECOVERY (1984)
 MT0136
 MT0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0136'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.75 KM
 MT0136'(4.2 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MT0136'OFFICE AT MONTELLO, 55.8 METERS (183 FT) NORTHWEST OF THE NORTHWEST
 MT0136'RAIL, 35.8 METERS (117.5 FT) NORTHWEST OF MILEPOLE 666, 8.2 METERS
 MT0136'(27 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD AND 0.7 METER (2.5 FT)
 MT0136'SOUTHEAST OF THE RIGHT OF WAY FENCE.
 MT0136'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 MT0136'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0305 ***********************************************************************
 JQ0305  DESIGNATION -  H 349
 JQ0305  PID         -  JQ0305
 JQ0305  STATE/COUNTY-  NV/ESMERALDA
 JQ0305  USGS QUAD   -  CROW SPRINGS (1968)
 JQ0305
 JQ0305                         *CURRENT SURVEY CONTROL
 JQ0305  ___________________________________________________________________
 JQ0305* NAD 83(1986)-  38 08 05.     (N)    117 31 34.     (W)     SCALED    
 JQ0305* NAVD 88     -      1458.639  (meters)    4785.55   (feet)  ADJUSTED  
 JQ0305  ___________________________________________________________________
 JQ0305  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 JQ0305  DYNAMIC HT  -        1457.083 (meters)    4780.45  (feet)  COMP
 JQ0305  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 JQ0305
 JQ0305  VERT ORDER  -  FIRST     CLASS II
 JQ0305
 JQ0305.The horizontal coordinates were scaled from a topographic map and have
 JQ0305.an estimated accuracy of +/- 6 seconds.
 JQ0305
 JQ0305.The orthometric height was determined by differential leveling
 JQ0305.and adjusted by the National Geodetic Survey in June 1991..
 JQ0305
 JQ0305.The geoid height was determined by GEOID03.
 JQ0305
 JQ0305.The dynamic height is computed by dividing the NAVD 88
 JQ0305.geopotential number by the normal gravity value computed on the
 JQ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0305.degrees latitude (g = 980.6199 gals.).
 JQ0305
 JQ0305.The modeled gravity was interpolated from observed gravity values.
 JQ0305
 JQ0305;                    North         East    Units  Estimated Accuracy
 JQ0305;SPC NV W     - 4,376,080.      892,680.      MT  (+/- 180 meters Scaled)
 JQ0305
 JQ0305                          SUPERSEDED SURVEY CONTROL
 JQ0305
 JQ0305  NGVD 29 (??/??/92) 1457.538  (m)         4781.94   (f) ADJ UNCH    1 2
 JQ0305
 JQ0305.Superseded values are not recommended for survey control.
 JQ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0305.See file dsdata.txt to determine how the superseded data were derived.
 JQ0305
 JQ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC538208(NAD 83)
 JQ0305_MARKER: DB = BENCH MARK DISK
 JQ0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0305_STAMPING: H 349 1953
 JQ0305_MARK LOGO: CGS   
 JQ0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0305+STABILITY: SURFACE MOTION
 JQ0305
 JQ0305  HISTORY     - Date     Condition        Report By
 JQ0305  HISTORY     - 1953     MONUMENTED       CGS
 JQ0305  HISTORY     - 1968     GOOD             USAF
 JQ0305  HISTORY     - 1984     GOOD             NGS
 JQ0305
 JQ0305                          STATION DESCRIPTION
 JQ0305
 JQ0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0305'17.6 MI W FROM TONOPAH.
 JQ0305'17.6 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0305'TONOPAH, 291 FEET WEST OF THE WEST END OF THE NORTH CONCRETE HEAD WALL
 JQ0305'OF CULVERT D 997+25, 96 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 JQ0305'1.9 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY,
 JQ0305'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 JQ0305'GROUND.
 JQ0305
 JQ0305                          STATION RECOVERY (1968)
 JQ0305
 JQ0305'RECOVERY NOTE BY US AIR FORCE 1968
 JQ0305'RECOVERED IN GOOD CONDITION.
 JQ0305
 JQ0305                          STATION RECOVERY (1984)
 JQ0305
 JQ0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0073 ***********************************************************************
 JQ0073  DESIGNATION -  H 35
 JQ0073  PID         -  JQ0073
 JQ0073  STATE/COUNTY-  NV/NYE
 JQ0073  USGS QUAD   -  STONE CABIN RANCH (1986)
 JQ0073
 JQ0073                         *CURRENT SURVEY CONTROL
 JQ0073  ___________________________________________________________________
 JQ0073* NAD 83(1986)-  38 07 57.     (N)    116 42 16.     (W)     SCALED    
 JQ0073* NAVD 88     -      1856.736  (meters)    6091.64   (feet)  ADJUSTED  
 JQ0073  ___________________________________________________________________
 JQ0073  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 JQ0073  DYNAMIC HT  -        1854.628 (meters)    6084.73  (feet)  COMP
 JQ0073  MODELED GRAV-     979,428.0   (mgal)                       NAVD 88
 JQ0073
 JQ0073  VERT ORDER  -  FIRST     CLASS II
 JQ0073
 JQ0073.The horizontal coordinates were scaled from a topographic map and have
 JQ0073.an estimated accuracy of +/- 6 seconds.
 JQ0073
 JQ0073.The orthometric height was determined by differential leveling
 JQ0073.and adjusted by the National Geodetic Survey in June 1991..
 JQ0073
 JQ0073.The geoid height was determined by GEOID03.
 JQ0073
 JQ0073.The dynamic height is computed by dividing the NAVD 88
 JQ0073.geopotential number by the normal gravity value computed on the
 JQ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0073.degrees latitude (g = 980.6199 gals.).
 JQ0073
 JQ0073.The modeled gravity was interpolated from observed gravity values.
 JQ0073
 JQ0073;                    North         East    Units  Estimated Accuracy
 JQ0073;SPC NV C     - 6,375,310.      496,690.      MT  (+/- 180 meters Scaled)
 JQ0073
 JQ0073                          SUPERSEDED SURVEY CONTROL
 JQ0073
 JQ0073  NGVD 29 (??/??/92) 1855.566  (m)         6087.80   (f) ADJ UNCH    1 2
 JQ0073
 JQ0073.Superseded values are not recommended for survey control.
 JQ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0073.See file dsdata.txt to determine how the superseded data were derived.
 JQ0073
 JQ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC259205(NAD 83)
 JQ0073_MARKER: DB = BENCH MARK DISK
 JQ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0073_STAMPING: 6087.868 H 35 1933
 JQ0073_MARK LOGO: CGS   
 JQ0073_PROJECTION: PROJECTING 30 CENTIMETERS
 JQ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0073+STABILITY: SURFACE MOTION
 JQ0073
 JQ0073  HISTORY     - Date     Condition        Report By
 JQ0073  HISTORY     - 1933     MONUMENTED       CGS
 JQ0073  HISTORY     - 1934     GOOD             NGS
 JQ0073  HISTORY     - 1982     GOOD             USGS
 JQ0073  HISTORY     - 1984     GOOD             NGS
 JQ0073
 JQ0073                          STATION DESCRIPTION
 JQ0073
 JQ0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0073'3.3 MI W FROM CLARK STATION.
 JQ0073'ABOUT 3.3 MILES WEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JQ0073'CLARK STATION, NYE COUNTY, AND ABOUT 45 FEET NORTH OF THE CENTER LINE
 JQ0073'OF THE HIGHWAY.  A STANDARD DISK, STAMPED 6087.868 H 35 1933 AND SET
 JQ0073'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 11 INCHES ABOVE GROUND.
 JQ0073
 JQ0073                          STATION RECOVERY (1934)
 JQ0073
 JQ0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JQ0073'RECOVERED IN GOOD CONDITION.
 JQ0073
 JQ0073                          STATION RECOVERY (1982)
 JQ0073
 JQ0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JQ0073'BENCH MARK IS 3.3 MILES WEST OF FIVE MILE SPRING, OR 31 MILES WEST OF
 JQ0073'THE POST OFFICE IN TONOPAH, NEVADA. IT IS UNDER A SINGLE POLE POWER
 JQ0073'LINE ABOUT 79 METERS SOUTH OF U.S. HIGHWAY 6., A CONCRETE POST
 JQ0073'PROJECTING ABOUT .28 METERS ABOVE GROUND.
 JQ0073
 JQ0073                          STATION RECOVERY (1984)
 JQ0073
 JQ0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0073'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0073'48.55 KM (30.35 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0073'HIGHWAY 95 AT TONOPAH, 65.8 METERS (216 FT) SOUTH OF THE HIGHWAY
 JQ0073'CENTERLINE, 69.8 METERS (229 FT) SOUTHEAST OF MILEPOST 32, UNDER AN
 JQ0073'EAST-WEST POWER LINE, 13.7 METERS (45 FT) NORTH OF THE CENTER OF AN
 JQ0073'OLD ROAD BED.
 JQ0073'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 JQ0073'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0262 ***********************************************************************
 JQ0262  DESIGNATION -  H 350
 JQ0262  PID         -  JQ0262
 JQ0262  STATE/COUNTY-  NV/ESMERALDA
 JQ0262  USGS QUAD   -  COALDALE (1980)
 JQ0262
 JQ0262                         *CURRENT SURVEY CONTROL
 JQ0262  ___________________________________________________________________
 JQ0262* NAD 83(1986)-  38 03 15.     (N)    117 54 04.     (W)     SCALED    
 JQ0262* NAVD 88     -      1386.863  (meters)    4550.07   (feet)  ADJUSTED  
 JQ0262  ___________________________________________________________________
 JQ0262  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 JQ0262  DYNAMIC HT  -        1385.390 (meters)    4545.23  (feet)  COMP
 JQ0262  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 JQ0262
 JQ0262  VERT ORDER  -  FIRST     CLASS II
 JQ0262
 JQ0262.The horizontal coordinates were scaled from a topographic map and have
 JQ0262.an estimated accuracy of +/- 6 seconds.
 JQ0262
 JQ0262.The orthometric height was determined by differential leveling
 JQ0262.and adjusted by the National Geodetic Survey in June 1991..
 JQ0262
 JQ0262.The geoid height was determined by GEOID03.
 JQ0262
 JQ0262.The dynamic height is computed by dividing the NAVD 88
 JQ0262.geopotential number by the normal gravity value computed on the
 JQ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0262.degrees latitude (g = 980.6199 gals.).
 JQ0262
 JQ0262.The modeled gravity was interpolated from observed gravity values.
 JQ0262
 JQ0262;                    North         East    Units  Estimated Accuracy
 JQ0262;SPC NV W     - 4,366,840.      859,870.      MT  (+/- 180 meters Scaled)
 JQ0262
 JQ0262                          SUPERSEDED SURVEY CONTROL
 JQ0262
 JQ0262  NGVD 29 (??/??/92) 1385.760  (m)         4546.45   (f) ADJ UNCH    1 2
 JQ0262
 JQ0262.Superseded values are not recommended for survey control.
 JQ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0262.See file dsdata.txt to determine how the superseded data were derived.
 JQ0262
 JQ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC209122(NAD 83)
 JQ0262_MARKER: DB = BENCH MARK DISK
 JQ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0262_STAMPING: H 350 1953
 JQ0262_MARK LOGO: CGS   
 JQ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0262+STABILITY: SURFACE MOTION
 JQ0262
 JQ0262  HISTORY     - Date     Condition        Report By
 JQ0262  HISTORY     - 1953     MONUMENTED       CGS
 JQ0262  HISTORY     - 1984     GOOD             NGS
 JQ0262
 JQ0262                          STATION DESCRIPTION
 JQ0262
 JQ0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0262'1.8 MI NW FROM COALDALE.
 JQ0262'1.8 MILES NORTHWEST ALONG U. S. HIGHWAY 95 FROM THE JUNCTION OF U. S.
 JQ0262'HIGHWAY 6 AT COALDALE, 86.4 FEET NORTHEAST OF THE CENTER LINE OF THE
 JQ0262'HIGHWAY, 54 1/2 FEET SOUTHWEST OF THE CENTER LINE OF AN ABANDONED
 JQ0262'RAILROAD BED, 3.4 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1/2 FOOT
 JQ0262'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JQ0262'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JQ0262
 JQ0262                          STATION RECOVERY (1984)
 JQ0262
 JQ0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0207 ***********************************************************************
 LR0207  DESIGNATION -  H 351
 LR0207  PID         -  LR0207
 LR0207  STATE/COUNTY-  NV/LANDER
 LR0207  USGS QUAD   -  BATEMAN SPRING (1986)
 LR0207
 LR0207                         *CURRENT SURVEY CONTROL
 LR0207  ___________________________________________________________________
 LR0207* NAD 83(1986)-  40 37 05.     (N)    116 47 40.     (W)     SCALED    
 LR0207* NAVD 88     -      1385.121  (meters)    4544.35   (feet)  ADJUSTED  
 LR0207  ___________________________________________________________________
 LR0207  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 LR0207  DYNAMIC HT  -        1384.006 (meters)    4540.69  (feet)  COMP
 LR0207  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 LR0207
 LR0207  VERT ORDER  -  FIRST     CLASS II
 LR0207
 LR0207.The horizontal coordinates were scaled from a topographic map and have
 LR0207.an estimated accuracy of +/- 6 seconds.
 LR0207
 LR0207.The orthometric height was determined by differential leveling
 LR0207.and adjusted by the National Geodetic Survey in June 1991..
 LR0207
 LR0207.The geoid height was determined by GEOID03.
 LR0207
 LR0207.The dynamic height is computed by dividing the NAVD 88
 LR0207.geopotential number by the normal gravity value computed on the
 LR0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0207.degrees latitude (g = 980.6199 gals.).
 LR0207
 LR0207.The modeled gravity was interpolated from observed gravity values.
 LR0207
 LR0207;                    North         East    Units  Estimated Accuracy
 LR0207;SPC NV C     - 6,651,240.      489,190.      MT  (+/- 180 meters Scaled)
 LR0207
 LR0207                          SUPERSEDED SURVEY CONTROL
 LR0207
 LR0207  NGVD 29 (??/??/92) 1384.059  (m)         4540.87   (f) ADJ UNCH    1 2
 LR0207
 LR0207.Superseded values are not recommended for survey control.
 LR0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0207.See file dsdata.txt to determine how the superseded data were derived.
 LR0207
 LR0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE173963(NAD 83)
 LR0207_MARKER: DB = BENCH MARK DISK
 LR0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0207_STAMPING: H 351 1953
 LR0207_MARK LOGO: CGS   
 LR0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0207+STABILITY: SURFACE MOTION
 LR0207
 LR0207  HISTORY     - Date     Condition        Report By
 LR0207  HISTORY     - 1953     MONUMENTED       CGS
 LR0207  HISTORY     - 1984     GOOD             NGS
 LR0207
 LR0207                          STATION DESCRIPTION
 LR0207
 LR0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0207'8.1 MI E FROM BATTLE MOUNTAIN.
 LR0207'8.1 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0207'STATION AT BATTLE MOUNTAIN, 132 1/2 FEET SOUTH OF AND ACROSS THE TRACK
 LR0207'FROM MILEPOLE 484, 183.6 FEET NORTHWEST OF THE CENTER LINE OF U. S.
 LR0207'HIGHWAY 40, 59.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET
 LR0207'NORTHEAST OF TELEGRAPH POLE ES WITH A 2-FOOT WHITE PAINTED SECTION,
 LR0207'1.8 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE
 LR0207'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LR0207'THE GROUND.
 LR0207
 LR0207                          STATION RECOVERY (1984)
 LR0207
 LR0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0004 ***********************************************************************
 LR0004  DESIGNATION -  H 352
 LR0004  PID         -  LR0004
 LR0004  STATE/COUNTY-  NV/EUREKA
 LR0004  USGS QUAD   -  BEOWAWE (1986)
 LR0004
 LR0004                         *CURRENT SURVEY CONTROL
 LR0004  ___________________________________________________________________
 LR0004* NAD 83(1986)-  40 36 01.     (N)    116 29 03.     (W)     SCALED    
 LR0004* NAVD 88     -      1429.787  (meters)    4690.89   (feet)  ADJUSTED  
 LR0004  ___________________________________________________________________
 LR0004  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 LR0004  DYNAMIC HT  -        1428.631 (meters)    4687.10  (feet)  COMP
 LR0004  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 LR0004
 LR0004  VERT ORDER  -  FIRST     CLASS II
 LR0004
 LR0004.The horizontal coordinates were scaled from a topographic map and have
 LR0004.an estimated accuracy of +/- 6 seconds.
 LR0004
 LR0004.The orthometric height was determined by differential leveling
 LR0004.and adjusted by the National Geodetic Survey in June 1991..
 LR0004
 LR0004.The geoid height was determined by GEOID03.
 LR0004
 LR0004.The dynamic height is computed by dividing the NAVD 88
 LR0004.geopotential number by the normal gravity value computed on the
 LR0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0004.degrees latitude (g = 980.6199 gals.).
 LR0004
 LR0004.The modeled gravity was interpolated from observed gravity values.
 LR0004
 LR0004;                    North         East    Units  Estimated Accuracy
 LR0004;SPC NV E     - 8,649,650.      123,760.      MT  (+/- 180 meters Scaled)
 LR0004
 LR0004                          SUPERSEDED SURVEY CONTROL
 LR0004
 LR0004  NGVD 29 (??/??/92) 1428.718  (m)         4687.39   (f) ADJ UNCH    1 2
 LR0004
 LR0004.Superseded values are not recommended for survey control.
 LR0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0004.See file dsdata.txt to determine how the superseded data were derived.
 LR0004
 LR0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE436945(NAD 83)
 LR0004_MARKER: DB = BENCH MARK DISK
 LR0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0004_SP_SET: ABUTMENT
 LR0004_STAMPING: H 352 1953
 LR0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0004
 LR0004  HISTORY     - Date     Condition        Report By
 LR0004  HISTORY     - 1953     MONUMENTED       CGS
 LR0004
 LR0004                          STATION DESCRIPTION
 LR0004
 LR0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0004'0.5 MI NW FROM BEOWAWE.
 LR0004'0.5 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0004'THE STATION AT BEOWAWE, AT WOODEN BRIDGE 507.62, IN THE TOP OF THE
 LR0004'NORTHWEST CONCRETE ABUTMENT, 7.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 LR0004'0.7 FOOT NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT, AND ABOUT 3
 LR0004'1/2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0031 ***********************************************************************
 LR0031  DESIGNATION -  H 353
 LR0031  PID         -  LR0031
 LR0031  STATE/COUNTY-  NV/ELKO
 LR0031  USGS QUAD   -  CARLIN WEST (1985)
 LR0031
 LR0031                         *CURRENT SURVEY CONTROL
 LR0031  ___________________________________________________________________
 LR0031* NAD 83(1986)-  40 40 07.     (N)    116 09 25.     (W)     SCALED    
 LR0031* NAVD 88     -      1486.207  (meters)    4876.00   (feet)  ADJUSTED  
 LR0031  ___________________________________________________________________
 LR0031  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 LR0031  DYNAMIC HT  -        1484.996 (meters)    4872.02  (feet)  COMP
 LR0031  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 LR0031
 LR0031  VERT ORDER  -  FIRST     CLASS II
 LR0031
 LR0031.The horizontal coordinates were scaled from a topographic map and have
 LR0031.an estimated accuracy of +/- 6 seconds.
 LR0031
 LR0031.The orthometric height was determined by differential leveling
 LR0031.and adjusted by the National Geodetic Survey in June 1991..
 LR0031
 LR0031.The geoid height was determined by GEOID03.
 LR0031
 LR0031.The dynamic height is computed by dividing the NAVD 88
 LR0031.geopotential number by the normal gravity value computed on the
 LR0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0031.degrees latitude (g = 980.6199 gals.).
 LR0031
 LR0031.The modeled gravity was interpolated from observed gravity values.
 LR0031
 LR0031;                    North         East    Units  Estimated Accuracy
 LR0031;SPC NV E     - 8,657,010.      151,500.      MT  (+/- 180 meters Scaled)
 LR0031
 LR0031                          SUPERSEDED SURVEY CONTROL
 LR0031
 LR0031  NGVD 29 (??/??/92) 1485.129  (m)         4872.46   (f) ADJ UNCH    1 2
 LR0031
 LR0031.Superseded values are not recommended for survey control.
 LR0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0031.See file dsdata.txt to determine how the superseded data were derived.
 LR0031
 LR0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF712023(NAD 83)
 LR0031_MARKER: DB = BENCH MARK DISK
 LR0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0031_SP_SET: FOUNDATION
 LR0031_STAMPING: H 353 1953
 LR0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0031
 LR0031  HISTORY     - Date     Condition        Report By
 LR0031  HISTORY     - 1953     MONUMENTED       CGS
 LR0031
 LR0031                          STATION DESCRIPTION
 LR0031
 LR0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0031'4.0 MI SW FROM CARLIN.
 LR0031'4.0 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0031'THE STATION AT CARLIN, 4.8 MILES NORTHEAST OF PALISADE, 88.5 FEET
 LR0031'SOUTH OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF SEMAPHORE
 LR0031'5306, AT CULVERT 530.54, IN THE TOP OF THE SOUTH END OF THE EAST
 LR0031'CONCRETE HEAD WALL, 11.2 FEET EAST OF THE EAST RAIL, AND ABOUT 4 FEET
 LR0031'LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0458 ***********************************************************************
 LQ0458  DESIGNATION -  H 354
 LQ0458  PID         -  LQ0458
 LQ0458  STATE/COUNTY-  NV/ELKO
 LQ0458  USGS QUAD   -  OSINO (1982)
 LQ0458
 LQ0458                         *CURRENT SURVEY CONTROL
 LQ0458  ___________________________________________________________________
 LQ0458* NAD 83(1986)-  40 55 30.     (N)    115 40 26.     (W)     SCALED    
 LQ0458* NAVD 88     -      1561.668  (meters)    5123.57   (feet)  ADJUSTED  
 LQ0458  ___________________________________________________________________
 LQ0458  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 LQ0458  DYNAMIC HT  -        1560.377 (meters)    5119.34  (feet)  COMP
 LQ0458  MODELED GRAV-     979,742.8   (mgal)                       NAVD 88
 LQ0458
 LQ0458  VERT ORDER  -  FIRST     CLASS II
 LQ0458
 LQ0458.The horizontal coordinates were scaled from a topographic map and have
 LQ0458.an estimated accuracy of +/- 6 seconds.
 LQ0458
 LQ0458.The orthometric height was determined by differential leveling
 LQ0458.and adjusted by the National Geodetic Survey in June 1991..
 LQ0458
 LQ0458.The geoid height was determined by GEOID03.
 LQ0458
 LQ0458.The dynamic height is computed by dividing the NAVD 88
 LQ0458.geopotential number by the normal gravity value computed on the
 LQ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0458.degrees latitude (g = 980.6199 gals.).
 LQ0458
 LQ0458.The modeled gravity was interpolated from observed gravity values.
 LQ0458
 LQ0458;                    North         East    Units  Estimated Accuracy
 LQ0458;SPC NV E     - 8,685,320.      192,370.      MT  (+/- 180 meters Scaled)
 LQ0458
 LQ0458                          SUPERSEDED SURVEY CONTROL
 LQ0458
 LQ0458  NGVD 29 (??/??/92) 1560.528  (m)         5119.83   (f) ADJ UNCH    1 2
 LQ0458
 LQ0458.Superseded values are not recommended for survey control.
 LQ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0458.See file dsdata.txt to determine how the superseded data were derived.
 LQ0458
 LQ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF116312(NAD 83)
 LQ0458_MARKER: DB = BENCH MARK DISK
 LQ0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0458_SP_SET: BRIDGE
 LQ0458_STAMPING: H 354 1953
 LQ0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0458
 LQ0458  HISTORY     - Date     Condition        Report By
 LQ0458  HISTORY     - 1953     MONUMENTED       CGS
 LQ0458
 LQ0458                          STATION DESCRIPTION
 LQ0458
 LQ0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LQ0458'8.1 MI NE FROM ELKO.
 LQ0458'8.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LQ0458'THE STATION AT ELKO, 2-3/4 POLES NORTHEAST OF MILEPOLE 564, AT SMALL
 LQ0458'CONCRETE BRIDGE 564.09, IN THE TOP OF THE NORTHWEST END OF THE
 LQ0458'NORTHEAST CONCRETE ABUTMENT, 8.2 FEET NORTHWEST OF THE NORTHWEST RAIL,
 LQ0458'2.6 FEET NORTHWEST OF THE NORTHEAST END OF THE GUARD RAIL, AND ABOUT 1
 LQ0458'FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0423 ***********************************************************************
 MT0423  DESIGNATION -  H 355
 MT0423  PID         -  MT0423
 MT0423  STATE/COUNTY-  NV/ELKO
 MT0423  USGS QUAD   -  HERDER CREEK (1967)
 MT0423
 MT0423                         *CURRENT SURVEY CONTROL
 MT0423  ___________________________________________________________________
 MT0423* NAD 83(1986)-  41 06 40.     (N)    115 10 04.     (W)     SCALED    
 MT0423* NAVD 88     -      1659.034  (meters)    5443.01   (feet)  ADJUSTED  
 MT0423  ___________________________________________________________________
 MT0423  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 MT0423  DYNAMIC HT  -        1657.656 (meters)    5438.49  (feet)  COMP
 MT0423  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 MT0423
 MT0423  VERT ORDER  -  FIRST     CLASS II
 MT0423
 MT0423.The horizontal coordinates were scaled from a topographic map and have
 MT0423.an estimated accuracy of +/- 6 seconds.
 MT0423
 MT0423.The orthometric height was determined by differential leveling
 MT0423.and adjusted by the National Geodetic Survey in June 1991..
 MT0423
 MT0423.The geoid height was determined by GEOID03.
 MT0423
 MT0423.The dynamic height is computed by dividing the NAVD 88
 MT0423.geopotential number by the normal gravity value computed on the
 MT0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0423.degrees latitude (g = 980.6199 gals.).
 MT0423
 MT0423.The modeled gravity was interpolated from observed gravity values.
 MT0423
 MT0423;                    North         East    Units  Estimated Accuracy
 MT0423;SPC NV E     - 8,706,070.      234,900.      MT  (+/- 180 meters Scaled)
 MT0423
 MT0423                          SUPERSEDED SURVEY CONTROL
 MT0423
 MT0423  NGVD 29 (??/??/92) 1657.860  (m)         5439.16   (f) ADJ UNCH    1 2
 MT0423
 MT0423.Superseded values are not recommended for survey control.
 MT0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0423.See file dsdata.txt to determine how the superseded data were derived.
 MT0423
 MT0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF538527(NAD 83)
 MT0423_MARKER: DB = BENCH MARK DISK
 MT0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0423_STAMPING: H 355 1953
 MT0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0423+STABILITY: SURFACE MOTION
 MT0423
 MT0423  HISTORY     - Date     Condition        Report By
 MT0423  HISTORY     - 1953     MONUMENTED       CGS
 MT0423
 MT0423                          STATION DESCRIPTION
 MT0423
 MT0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0423'6.3 MI NE FROM DEETH.
 MT0423'6.3 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0423'THE STATION AT DEETH, 169 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM
 MT0423'MILEPOLE 596, 86.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE WESTERN
 MT0423'PACIFIC TRACK, 45 FEET SOUTHEAST OF A TELEGRAPH POLE WITH A GUY WIRE
 MT0423'(POLE NO. 35), 2.6 FEET NORTHWEST OF A FENCE, 1.8 FEET NORTHEAST OF A
 MT0423'WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 MT0423'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0946 ***********************************************************************
 KR0946  DESIGNATION -  H 357
 KR0946  PID         -  KR0946
 KR0946  STATE/COUNTY-  NV/WASHOE
 KR0946  USGS QUAD   -  WASHOE CITY (1994)
 KR0946
 KR0946                         *CURRENT SURVEY CONTROL
 KR0946  ___________________________________________________________________
 KR0946* NAD 83(1986)-  39 18 22.     (N)    119 49 35.     (W)     SCALED    
 KR0946* NAVD 88     -      1554.03   (+/-2cm)    5098.5    (feet)  VERTCON   
 KR0946  ___________________________________________________________________
 KR0946  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 KR0946
 KR0946  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0946
 KR0946.The horizontal coordinates were scaled from a topographic map and have
 KR0946.an estimated accuracy of +/- 6 seconds.
 KR0946
 KR0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0946.The vertical order pertains to the NGVD 29 superseded value.
 KR0946
 KR0946.The geoid height was determined by GEOID03.
 KR0946
 KR0946;                    North         East    Units  Estimated Accuracy
 KR0946;SPC NV W     - 4,506,320.      692,790.      MT  (+/- 180 meters Scaled)
 KR0946
 KR0946                          SUPERSEDED SURVEY CONTROL
 KR0946
 KR0946  NGVD 29 (??/??/92) 1552.865  (m)         5094.69   (f) ADJ UNCH    1 2
 KR0946
 KR0946.Superseded values are not recommended for survey control.
 KR0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0946.See file dsdata.txt to determine how the superseded data were derived.
 KR0946
 KR0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD562545(NAD 83)
 KR0946_MARKER: DB = BENCH MARK DISK
 KR0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0946_STAMPING: H 357 1953
 KR0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0946+STABILITY: SURFACE MOTION
 KR0946
 KR0946  HISTORY     - Date     Condition        Report By
 KR0946  HISTORY     - 1953     MONUMENTED       CGS
 KR0946  HISTORY     - 1955     GOOD             NGS
 KR0946  HISTORY     - 20030901 POOR             USPSQD
 KR0946
 KR0946                          STATION DESCRIPTION
 KR0946
 KR0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0946'7.2 MI SW FROM STEAMBOAT.
 KR0946'0.1 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 KR0946'STEAMBOAT, THENCE 7.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 395, IN LINE
 KR0946'WITH A ROW OF TELEPHONE POLES, 175.5 FEET SOUTH OF THE SOUTH END OF
 KR0946'THE EAST CONCRETE HEAD WALL OF A 24-INCH CORRUGATED METAL PIPE
 KR0946'CULVERT, 39.4 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET
 KR0946'NORTH OF THE NORTH END OF A WIRE GATE AND A T JUNCTION OF FENCE LINES,
 KR0946'22 1/2 FEET NORTH OF TELEPHONE POLE 21, 2.0 FEET WEST OF A FENCE, 2.0
 KR0946'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 KR0946'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KR0946
 KR0946                          STATION RECOVERY (1955)
 KR0946
 KR0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KR0946'RECOVERED IN GOOD CONDITION.
 KR0946
 KR0946                          STATION RECOVERY (2003)
 KR0946
 KR0946'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0946'NOW LIES ALONG NV429 AND PROJECTS 4 INCES ABOVE GROUND. POST BADLY
 KR0946'WORN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1029 ***********************************************************************
 KR1029  DESIGNATION -  H 358
 KR1029  PID         -  KR1029
 KR1029  STATE/COUNTY-  NV/LYON
 KR1029  USGS QUAD   -  FLOWERY PEAK (1994)
 KR1029
 KR1029                         *CURRENT SURVEY CONTROL
 KR1029  ___________________________________________________________________
 KR1029* NAD 83(1986)-  39 15 16.     (N)    119 32 49.     (W)     SCALED    
 KR1029* NAVD 88     -      1327.78   (+/-2cm)    4356.2    (feet)  VERTCON   
 KR1029  ___________________________________________________________________
 KR1029  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KR1029
 KR1029  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1029
 KR1029.The horizontal coordinates were scaled from a topographic map and have
 KR1029.an estimated accuracy of +/- 6 seconds.
 KR1029
 KR1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1029.The vertical order pertains to the NGVD 29 superseded value.
 KR1029
 KR1029.The geoid height was determined by GEOID03.
 KR1029
 KR1029;                    North         East    Units  Estimated Accuracy
 KR1029;SPC NV W     - 4,500,290.      716,830.      MT  (+/- 180 meters Scaled)
 KR1029
 KR1029                          SUPERSEDED SURVEY CONTROL
 KR1029
 KR1029  NGVD 29 (??/??/92) 1326.734  (m)         4352.79   (f) ADJ UNCH    1 2
 KR1029
 KR1029.Superseded values are not recommended for survey control.
 KR1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1029.See file dsdata.txt to determine how the superseded data were derived.
 KR1029
 KR1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD802481(NAD 83)
 KR1029_MARKER: DB = BENCH MARK DISK
 KR1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1029_STAMPING: H 358 1953
 KR1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1029+STABILITY: SURFACE MOTION
 KR1029
 KR1029  HISTORY     - Date     Condition        Report By
 KR1029  HISTORY     - 1953     MONUMENTED       CGS
 KR1029
 KR1029                          STATION DESCRIPTION
 KR1029
 KR1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR1029'2.8 MI NE FROM DAYTON.
 KR1029'1.6 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT DAYTON,
 KR1029'THENCE 1.2 MILES NORTHEAST ALONG THE ABANDONED SOUTHERN PACIFIC
 KR1029'COMPANY RAILROAD BED, NEAR THE NORTHWEST END OF A GROUP OF COTTONWOOD
 KR1029'TREES, 0.6 MILE NORTHEAST OF THE RANDALL SIDING SIGN, 59 FEET SOUTH OF
 KR1029'AND ACROSS THE OLD RAILROAD BED FROM A 14-INCH COTTONWOOD TREE, 25 1/2
 KR1029'FEET SOUTHEAST OF THE CENTER LINE OF THE RAILROAD BED, 25 FEET WEST OF
 KR1029'A DOUBLE 2-INCH COTTONWOOD TREE, 2.7 FEET NORTHWEST OF A FENCE, 2.2
 KR1029'FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE OLD
 KR1029'RAILROAD BED, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 KR1029'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0286 ***********************************************************************
 JR0286  DESIGNATION -  H 359
 JR0286  PID         -  JR0286
 JR0286  STATE/COUNTY-  NV/MINERAL
 JR0286  USGS QUAD   -  SODAVILLE (1967)
 JR0286
 JR0286                         *CURRENT SURVEY CONTROL
 JR0286  ___________________________________________________________________
 JR0286* NAD 83(1986)-  38 15 16.     (N)    118 04 57.     (W)     SCALED    
 JR0286* NAVD 88     -      1349.267  (meters)    4426.72   (feet)  ADJUSTED  
 JR0286  ___________________________________________________________________
 JR0286  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 JR0286  DYNAMIC HT  -        1347.857 (meters)    4422.09  (feet)  COMP
 JR0286  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 JR0286
 JR0286  VERT ORDER  -  FIRST     CLASS II
 JR0286
 JR0286.The horizontal coordinates were scaled from a topographic map and have
 JR0286.an estimated accuracy of +/- 6 seconds.
 JR0286
 JR0286.The orthometric height was determined by differential leveling
 JR0286.and adjusted by the National Geodetic Survey in June 1991..
 JR0286
 JR0286.The geoid height was determined by GEOID03.
 JR0286
 JR0286.The dynamic height is computed by dividing the NAVD 88
 JR0286.geopotential number by the normal gravity value computed on the
 JR0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0286.degrees latitude (g = 980.6199 gals.).
 JR0286
 JR0286.The modeled gravity was interpolated from observed gravity values.
 JR0286
 JR0286;                    North         East    Units  Estimated Accuracy
 JR0286;SPC NV W     - 4,388,960.      843,830.      MT  (+/- 180 meters Scaled)
 JR0286
 JR0286                          SUPERSEDED SURVEY CONTROL
 JR0286
 JR0286  NGVD 29 (??/??/92) 1348.146  (m)         4423.04   (f) ADJ UNCH    1 2
 JR0286
 JR0286.Superseded values are not recommended for survey control.
 JR0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0286.See file dsdata.txt to determine how the superseded data were derived.
 JR0286
 JR0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC052346(NAD 83)
 JR0286_MARKER: DB = BENCH MARK DISK
 JR0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0286_STAMPING: H 359 1953
 JR0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0286+STABILITY: SURFACE MOTION
 JR0286
 JR0286  HISTORY     - Date     Condition        Report By
 JR0286  HISTORY     - 1953     MONUMENTED       CGS
 JR0286  HISTORY     - 1984     MARK NOT FOUND   NGS
 JR0286
 JR0286                          STATION DESCRIPTION
 JR0286
 JR0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0286'10.3 MI S FROM MINA.
 JR0286'10.3 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 JR0286'COMPANY RAILROAD STATION AT MINA, AT THE T JUNCTION OF A GRAVELED
 JR0286'ROAD LEADING NORTHEAST, 181 FEET NORTHWEST OF THE CENTER LINE
 JR0286'OF THE ROAD, 89 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 JR0286'84.1 FEET NORTHEAST OF THE CENTER OF THE NORTH END OF 24-INCH
 JR0286'CORRUGATED METAL PIPE CULVERT A3286+00, 1.9 FEET NORTHWEST OF A
 JR0286'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN
 JR0286'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 JR0286
 JR0286                          STATION RECOVERY (1984)
 JR0286
 JR0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0286'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0895 ***********************************************************************
 JR0895  DESIGNATION -  H 359 RESET
 JR0895  PID         -  JR0895
 JR0895  STATE/COUNTY-  NV/MINERAL
 JR0895  USGS QUAD   -  SODAVILLE (1967)
 JR0895
 JR0895                         *CURRENT SURVEY CONTROL
 JR0895  ___________________________________________________________________
 JR0895* NAD 83(1986)-  38 15 18.     (N)    118 04 54.     (W)     SCALED    
 JR0895* NAVD 88     -      1348.512  (meters)    4424.24   (feet)  ADJUSTED  
 JR0895  ___________________________________________________________________
 JR0895  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 JR0895  DYNAMIC HT  -        1347.103 (meters)    4419.62  (feet)  COMP
 JR0895  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 JR0895
 JR0895  VERT ORDER  -  FIRST     CLASS II
 JR0895
 JR0895.The horizontal coordinates were scaled from a topographic map and have
 JR0895.an estimated accuracy of +/- 6 seconds.
 JR0895
 JR0895.The orthometric height was determined by differential leveling
 JR0895.and adjusted by the National Geodetic Survey in June 1991..
 JR0895
 JR0895.The geoid height was determined by GEOID03.
 JR0895
 JR0895.The dynamic height is computed by dividing the NAVD 88
 JR0895.geopotential number by the normal gravity value computed on the
 JR0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0895.degrees latitude (g = 980.6199 gals.).
 JR0895
 JR0895.The modeled gravity was interpolated from observed gravity values.
 JR0895
 JR0895;                    North         East    Units  Estimated Accuracy
 JR0895;SPC NV W     - 4,389,030.      843,910.      MT  (+/- 180 meters Scaled)
 JR0895
 JR0895                          SUPERSEDED SURVEY CONTROL
 JR0895
 JR0895.No superseded survey control is available for this station.
 JR0895
 JR0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC053346(NAD 83)
 JR0895_MARKER: DB = BENCH MARK DISK
 JR0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0895_SP_SET: CONCRETE POST
 JR0895_STAMPING: H 359 RESET 1982
 JR0895_MARK LOGO: NGS   
 JR0895_PROJECTION: PROJECTING 3 CENTIMETERS
 JR0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0895+STABILITY: SURFACE MOTION
 JR0895
 JR0895  HISTORY     - Date     Condition        Report By
 JR0895  HISTORY     - 1982     MONUMENTED       NGS
 JR0895  HISTORY     - 1984     GOOD             NGS
 JR0895
 JR0895                          STATION DESCRIPTION
 JR0895
 JR0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JR0895'31.5 KM (19.7 MI) NW FROM COALDALE.
 JR0895'31.5 KM (19.7 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 JR0895'US HIGHWAY 6 AT COALDALE, 2.15 KM (1.35 MI) SOUTHEAST OF THE JUNCTION
 JR0895'OF STATE HIGHWAY 360, 52.1 METERS (171 FT) NORTHEAST OF THE HIGHWAY
 JR0895'CENTERLINE, 108.8 METERS (357 FT) SOUTHEAST OF MILEPOST 6, 82.0 METERS
 JR0895'(269 FT) NORTHWEST OF THE CENTER OF THE DIRT ROAD AND 8.5 METERS
 JR0895'(28 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 JR0895'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 JR0895'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0027 ***********************************************************************
 KP0027  DESIGNATION -  H 36
 KP0027  PID         -  KP0027
 KP0027  STATE/COUNTY-  NV/WHITE PINE
 KP0027  USGS QUAD   -  WINDY PEAK (1993)
 KP0027
 KP0027                         *CURRENT SURVEY CONTROL
 KP0027  ___________________________________________________________________
 KP0027* NAD 83(1986)-  39 06 43.     (N)    114 16 11.     (W)     SCALED    
 KP0027* NAVD 88     -      1934.701  (meters)    6347.43   (feet)  ADJUSTED  
 KP0027  ___________________________________________________________________
 KP0027  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 KP0027  DYNAMIC HT  -        1932.634 (meters)    6340.65  (feet)  COMP
 KP0027  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 KP0027
 KP0027  VERT ORDER  -  FIRST     CLASS II
 KP0027
 KP0027.The horizontal coordinates were scaled from a topographic map and have
 KP0027.an estimated accuracy of +/- 6 seconds.
 KP0027
 KP0027.The orthometric height was determined by differential leveling
 KP0027.and adjusted by the National Geodetic Survey in June 1991..
 KP0027
 KP0027.The geoid height was determined by GEOID03.
 KP0027
 KP0027.The dynamic height is computed by dividing the NAVD 88
 KP0027.geopotential number by the normal gravity value computed on the
 KP0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0027.degrees latitude (g = 980.6199 gals.).
 KP0027
 KP0027.The modeled gravity was interpolated from observed gravity values.
 KP0027
 KP0027;                    North         East    Units  Estimated Accuracy
 KP0027;SPC NV E     - 8,484,850.      313,610.      MT  (+/- 180 meters Scaled)
 KP0027
 KP0027                          SUPERSEDED SURVEY CONTROL
 KP0027
 KP0027  NGVD 29 (??/??/92) 1933.464  (m)         6343.37   (f) ADJ UNCH    1 2
 KP0027
 KP0027.Superseded values are not recommended for survey control.
 KP0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0027.See file dsdata.txt to determine how the superseded data were derived.
 KP0027
 KP0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD360327(NAD 83)
 KP0027_MARKER: DB = BENCH MARK DISK
 KP0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0027_STAMPING: H 36 1934
 KP0027_MARK LOGO: CGS   
 KP0027_PROJECTION: PROJECTING 15 CENTIMETERS
 KP0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0027+STABILITY: SURFACE MOTION
 KP0027
 KP0027  HISTORY     - Date     Condition        Report By
 KP0027  HISTORY     - 1934     MONUMENTED       CGS
 KP0027  HISTORY     - 1957     GOOD             NGS
 KP0027  HISTORY     - 1984     GOOD             NGS
 KP0027
 KP0027                          STATION DESCRIPTION
 KP0027
 KP0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KP0027'11.6 MI NW FROM BAKER.
 KP0027'11.6 MILES NORTHWEST ALONG STATE HIGHWAY 73 AND U.S. HIGHWAY 6 FROM
 KP0027'THE GARAGE AT BAKER, 0.3 MILE EAST OF A PASS BETWEEN TWO LARGE ROUND
 KP0027'HILLS, 70 FEET NORTH OF A SMALL DRY CREEKBED, AND 43 FEET SOUTH OF THE
 KP0027'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 36 1934 AND SET
 KP0027'IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS ALONG OLD HIGHWAY.
 KP0027'A NEW HIGHWAY HAS BEEN BUILT IN THIS AREA.
 KP0027
 KP0027                          STATION RECOVERY (1984)
 KP0027
 KP0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0027'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.7 KM
 KP0027'(5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0027'OFFICE AT BAKER, THENCE 9.45 KM (5.9 MI) WEST ALONG US HIGHWAYS 6 AND
 KP0027'50, 26.3 METERS (86.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 KP0027'79.7 METERS (261.5 FT) SOUTHEAST OF MILEPOST 89, 7.9 METERS (26 FT)
 KP0027'NORTH OF THE NORTHWEST END OF A BRACE IN THE RIGHT OF WAY FENCE AND
 KP0027'4.2 METERS (14 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 KP0027'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 KP0027'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0307 ***********************************************************************
 JR0307  DESIGNATION -  H 360
 JR0307  PID         -  JR0307
 JR0307  STATE/COUNTY-  NV/MINERAL
 JR0307  USGS QUAD   -  MINA NW (1982)
 JR0307
 JR0307                         *CURRENT SURVEY CONTROL
 JR0307  ___________________________________________________________________
 JR0307* NAD 83(1986)-  38 29 06.     (N)    118 09 39.     (W)     SCALED    
 JR0307* NAVD 88     -      1354.035  (meters)    4442.36   (feet)  ADJUSTED  
 JR0307  ___________________________________________________________________
 JR0307  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 JR0307  DYNAMIC HT  -        1352.666 (meters)    4437.87  (feet)  COMP
 JR0307  MODELED GRAV-     979,571.1   (mgal)                       NAVD 88
 JR0307
 JR0307  VERT ORDER  -  FIRST     CLASS II
 JR0307
 JR0307.The horizontal coordinates were scaled from a topographic map and have
 JR0307.an estimated accuracy of +/- 6 seconds.
 JR0307
 JR0307.The orthometric height was determined by differential leveling
 JR0307.and adjusted by the National Geodetic Survey in June 1991..
 JR0307
 JR0307.The geoid height was determined by GEOID03.
 JR0307
 JR0307.The dynamic height is computed by dividing the NAVD 88
 JR0307.geopotential number by the normal gravity value computed on the
 JR0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0307.degrees latitude (g = 980.6199 gals.).
 JR0307
 JR0307.The modeled gravity was interpolated from observed gravity values.
 JR0307
 JR0307;                    North         East    Units  Estimated Accuracy
 JR0307;SPC NV W     - 4,414,520.      836,860.      MT  (+/- 180 meters Scaled)
 JR0307
 JR0307                          SUPERSEDED SURVEY CONTROL
 JR0307
 JR0307  NGVD 29 (??/??/92) 1352.908  (m)         4438.67   (f) ADJ UNCH    1 2
 JR0307
 JR0307.Superseded values are not recommended for survey control.
 JR0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0307.See file dsdata.txt to determine how the superseded data were derived.
 JR0307
 JR0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC987602(NAD 83)
 JR0307_MARKER: DB = BENCH MARK DISK
 JR0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0307_STAMPING: H 360 1953
 JR0307_MARK LOGO: CGS   
 JR0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0307+STABILITY: SURFACE MOTION
 JR0307
 JR0307  HISTORY     - Date     Condition        Report By
 JR0307  HISTORY     - 1953     MONUMENTED       CGS
 JR0307  HISTORY     - 1984     GOOD             NGS
 JR0307
 JR0307                          STATION DESCRIPTION
 JR0307
 JR0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0307'1.8 MI SE FROM LUNING.
 JR0307'1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0307'FROM THE STATION AT LUNING, 3 1/2 FEET SOUTHWEST OF MILEPOLE 410,
 JR0307'32.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.5 FEET SOUTHEAST OF A
 JR0307'WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND SET IN THE
 JR0307'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JR0307
 JR0307                          STATION RECOVERY (1984)
 JR0307
 JR0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0307'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 JR0307'ADD 1.2 METERS (4 FT) WEST OF MILEPOLE 410.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0764 ***********************************************************************
 KR0764  DESIGNATION -  H 361
 KR0764  PID         -  KR0764
 KR0764  STATE/COUNTY-  NV/LYON
 KR0764  USGS QUAD   -  CHURCHILL CANYON WEL (1993)
 KR0764
 KR0764                         *CURRENT SURVEY CONTROL
 KR0764  ___________________________________________________________________
 KR0764* NAD 83(1986)-  39 11 03.     (N)    119 15 10.     (W)     SCALED    
 KR0764* NAVD 88     -      1305.99   (+/-2cm)    4284.7    (feet)  VERTCON   
 KR0764  ___________________________________________________________________
 KR0764  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR0764
 KR0764  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0764
 KR0764.The horizontal coordinates were scaled from a topographic map and have
 KR0764.an estimated accuracy of +/- 6 seconds.
 KR0764
 KR0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0764.The vertical order pertains to the NGVD 29 superseded value.
 KR0764
 KR0764.The geoid height was determined by GEOID03.
 KR0764
 KR0764;                    North         East    Units  Estimated Accuracy
 KR0764;SPC NV W     - 4,492,260.      742,170.      MT  (+/- 180 meters Scaled)
 KR0764
 KR0764                          SUPERSEDED SURVEY CONTROL
 KR0764
 KR0764  NGVD 29 (??/??/92) 1304.995  (m)         4281.47   (f) ADJ UNCH    1 2
 KR0764
 KR0764.Superseded values are not recommended for survey control.
 KR0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0764.See file dsdata.txt to determine how the superseded data were derived.
 KR0764
 KR0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD054396(NAD 83)
 KR0764_MARKER: DB = BENCH MARK DISK
 KR0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0764_STAMPING: H 361 1953
 KR0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0764+STABILITY: SURFACE MOTION
 KR0764
 KR0764  HISTORY     - Date     Condition        Report By
 KR0764  HISTORY     - 1953     MONUMENTED       CGS
 KR0764  HISTORY     - 1968     GOOD             NGS
 KR0764
 KR0764                          STATION DESCRIPTION
 KR0764
 KR0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0764'5.0 MI NW FROM WABUSKA.
 KR0764'5.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0764'THE STATION AT WABUSKA, AT THE CROSSING OF A DOUBLE-POLE POWER LINE,
 KR0764'DIRECTLY UNDER A 4-LEGGED WOODEN TOWER, 91.8 FEET SOUTHWEST OF THE
 KR0764'SOUTHWEST RAIL, 84 FEET SOUTHWEST OF MILEPOLE 323, 56 FEET NORTHEAST
 KR0764'OF THE CENTER LINE OF A TRACK ROAD, 2.3 FEET SOUTHEAST OF A WITNESS
 KR0764'POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 KR0764'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KR0764
 KR0764                          STATION RECOVERY (1968)
 KR0764
 KR0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KR0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0060 ***********************************************************************
 JR0060  DESIGNATION -  H 363
 JR0060  PID         -  JR0060
 JR0060  STATE/COUNTY-  NV/MINERAL
 JR0060  USGS QUAD   -  WALKER LAKE (1987)
 JR0060
 JR0060                         *CURRENT SURVEY CONTROL
 JR0060  ___________________________________________________________________
 JR0060* NAD 83(1986)-  38 39 27.     (N)    118 39 24.     (W)     SCALED    
 JR0060* NAVD 88     -      1254.23   (+/-2cm)    4114.9    (feet)  VERTCON   
 JR0060  ___________________________________________________________________
 JR0060  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 JR0060
 JR0060  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0060
 JR0060.The horizontal coordinates were scaled from a topographic map and have
 JR0060.an estimated accuracy of +/- 6 seconds.
 JR0060
 JR0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0060.The vertical order pertains to the NGVD 29 superseded value.
 JR0060
 JR0060.The geoid height was determined by GEOID03.
 JR0060
 JR0060;                    North         East    Units  Estimated Accuracy
 JR0060;SPC NV W     - 4,433,580.      793,620.      MT  (+/- 180 meters Scaled)
 JR0060
 JR0060                          SUPERSEDED SURVEY CONTROL
 JR0060
 JR0060  NGVD 29 (??/??/92) 1253.142  (m)         4111.35   (f) ADJ UNCH    1 2
 JR0060
 JR0060.Superseded values are not recommended for survey control.
 JR0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0060.See file dsdata.txt to determine how the superseded data were derived.
 JR0060
 JR0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC558800(NAD 83)
 JR0060_MARKER: DB = BENCH MARK DISK
 JR0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0060_STAMPING: H 363 1953
 JR0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0060+STABILITY: SURFACE MOTION
 JR0060
 JR0060  HISTORY     - Date     Condition        Report By
 JR0060  HISTORY     - 1953     MONUMENTED       CGS
 JR0060
 JR0060                          STATION DESCRIPTION
 JR0060
 JR0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0060'5.4 MI NW FROM THORNE.
 JR0060'5.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0060'FROM THE STATION AT THORNE, 84 FEET NORTHEAST OF AND ACROSS THE
 JR0060'TRACK FROM MILEPOLE 379, 61.2 FEET NORTHEAST OF THE NORTHEAST
 JR0060'RAIL, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 JR0060'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ENCASED BY
 JR0060'8-INCH METAL PIPE AND PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0761 ***********************************************************************
 GR0761  DESIGNATION -  H 364
 GR0761  PID         -  GR0761
 GR0761  STATE/COUNTY-  NV/LINCOLN
 GR0761  USGS QUAD   -  ROX (1980)
 GR0761
 GR0761                         *CURRENT SURVEY CONTROL
 GR0761  ___________________________________________________________________
 GR0761* NAD 83(1986)-  36 54 53.     (N)    114 39 31.     (W)     SCALED    
 GR0761* NAVD 88     -       602.627  (meters)    1977.12   (feet)  ADJUSTED  
 GR0761  ___________________________________________________________________
 GR0761  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 GR0761  DYNAMIC HT  -         602.051 (meters)    1975.23  (feet)  COMP
 GR0761  MODELED GRAV-     979,657.7   (mgal)                       NAVD 88
 GR0761
 GR0761  VERT ORDER  -  FIRST     CLASS II
 GR0761
 GR0761.The horizontal coordinates were scaled from a topographic map and have
 GR0761.an estimated accuracy of +/- 6 seconds.
 GR0761
 GR0761.The orthometric height was determined by differential leveling
 GR0761.and adjusted by the National Geodetic Survey in June 1991..
 GR0761
 GR0761.The geoid height was determined by GEOID03.
 GR0761
 GR0761.The dynamic height is computed by dividing the NAVD 88
 GR0761.geopotential number by the normal gravity value computed on the
 GR0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0761.degrees latitude (g = 980.6199 gals.).
 GR0761
 GR0761.The modeled gravity was interpolated from observed gravity values.
 GR0761
 GR0761;                    North         East    Units  Estimated Accuracy
 GR0761;SPC NV E     - 8,240,560.      282,400.      MT  (+/- 180 meters Scaled)
 GR0761
 GR0761                          SUPERSEDED SURVEY CONTROL
 GR0761
 GR0761  NGVD 29 (??/??/92)  601.940  (m)         1974.86   (f) ADJ UNCH    1 2
 GR0761
 GR0761.Superseded values are not recommended for survey control.
 GR0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0761.See file dsdata.txt to determine how the superseded data were derived.
 GR0761
 GR0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA085879(NAD 83)
 GR0761_MARKER: DB = BENCH MARK DISK
 GR0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0761_STAMPING: H 364 1963
 GR0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0761+STABILITY: SURFACE MOTION
 GR0761
 GR0761  HISTORY     - Date     Condition        Report By
 GR0761  HISTORY     - 1963     MONUMENTED       CGS
 GR0761
 GR0761                          STATION DESCRIPTION
 GR0761
 GR0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0761'17.55 MI N FROM MOAPA.
 GR0761'17.55 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0761'MOAPA, 11 POLES NORTH OF MILEPOLE 400, 2 FEET NORTH OF THE FIRST POLE
 GR0761'(NO. 24 K) OF MILEAGE POLE 400.25, 31.0 FEET EAST OF THE EAST RAIL,
 GR0761'2.0 FEET SOUTH OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACKS.
 GR0761'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL
 GR0761'REFUSAL AT A DEPTH OF 32 FEET.  THE UPPER  PORTION OF THE ROD IS
 GR0761'ENCASED IN A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0533 ***********************************************************************
 GR0533  DESIGNATION -  H 366
 GR0533  PID         -  GR0533
 GR0533  STATE/COUNTY-  NV/CLARK
 GR0533  USGS QUAD   -  BOULDER BEACH (1970)
 GR0533
 GR0533                         *CURRENT SURVEY CONTROL
 GR0533  ___________________________________________________________________
 GR0533* NAD 83(1986)-  36 03 34.     (N)    114 47 57.     (W)     SCALED    
 GR0533* NAVD 88     -       379.319  (meters)    1244.48   (feet)  POSTED    
 GR0533  ___________________________________________________________________
 GR0533  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 GR0533  DYNAMIC HT  -         378.950 (meters)    1243.27  (feet)  COMP
 GR0533  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 GR0533
 GR0533  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0533
 GR0533.The horizontal coordinates were scaled from a topographic map and have
 GR0533.an estimated accuracy of +/- 6 seconds.
 GR0533
 GR0533.The orthometric height was determined by differential leveling
 GR0533.and adjusted by the National Geodetic Survey in 1992..
 GR0533.No vertical observational check was made to the station.
 GR0533.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0533.was located on a no-check spur therefore a value was not computed.
 GR0533
 GR0533.The geoid height was determined by GEOID03.
 GR0533
 GR0533.The dynamic height is computed by dividing the NAVD 88
 GR0533.geopotential number by the normal gravity value computed on the
 GR0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0533.degrees latitude (g = 980.6199 gals.).
 GR0533
 GR0533.The modeled gravity was interpolated from observed gravity values.
 GR0533
 GR0533;                    North         East    Units  Estimated Accuracy
 GR0533;SPC NV E     - 8,145,550.      270,640.      MT  (+/- 180 meters Scaled)
 GR0533
 GR0533                          SUPERSEDED SURVEY CONTROL
 GR0533
 GR0533  NGVD 29 (??/??/92)  378.620  (m)         1242.19   (f) ADJ UNCH    1 2
 GR0533
 GR0533.Superseded values are not recommended for survey control.
 GR0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0533.See file dsdata.txt to determine how the superseded data were derived.
 GR0533
 GR0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV982927(NAD 83)
 GR0533_MARKER: DB = BENCH MARK DISK
 GR0533_SETTING: 66 = SET IN ROCK OUTCROP
 GR0533_SP_SET: OUTCROP
 GR0533_STAMPING: H 366 1963
 GR0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0533+STABILITY: POSITION/ELEVATION WELL
 GR0533
 GR0533  HISTORY     - Date     Condition        Report By
 GR0533  HISTORY     - 1963     MONUMENTED       CGS
 GR0533
 GR0533                          STATION DESCRIPTION
 GR0533
 GR0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0533'11.5 MI NE FROM BOULDER CITY.
 GR0533'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 93 FROM THE U.S. BUREAU OF
 GR0533'RECLAMATION ADMINISTRATION BUILDING AT BOULDER CITY, THENCE 5.3 MILES
 GR0533'NORTH ALONG STATE HIGHWAY 41, THENCE 2.1 MILES SOUTHEAST ALONG A
 GR0533'GRAVELED ROAD, AT SADDLE ISLAND, IN THE TOP OF AN OUTCROP WHICH
 GR0533'PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 28.6 FEET NORTHEAST OF THE
 GR0533'NORTHEAST CORNER OF A LARGE CONCRETE BUILDING, 56 FEET NORTH OF THE
 GR0533'NORTH SIDE OF A STEEL TRUSS BRIDGE LEADING TO THE PUMP, 9.2 FEET EAST
 GR0533'OF A NORTH-SOUTH STEEL PIPE FENCE, 4 FEET WEST OF THE WEST EDGE OF THE
 GR0533'LAKE, AND ABOUT 2 FEET HIGHER THAN THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1214 ***********************************************************************
 GR1214  DESIGNATION -  H 367
 GR1214  PID         -  GR1214
 GR1214  STATE/COUNTY-  NV/CLARK
 GR1214  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1214
 GR1214                         *CURRENT SURVEY CONTROL
 GR1214  ___________________________________________________________________
 GR1214* NAD 83(1986)-  36 09 32.     (N)    115 12 00.     (W)     SCALED    
 GR1214* NAVD 88     -       664.56   (+/-2cm)    2180.3    (feet)  VERTCON   
 GR1214  ___________________________________________________________________
 GR1214  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GR1214
 GR1214  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1214
 GR1214.The horizontal coordinates were scaled from a topographic map and have
 GR1214.an estimated accuracy of +/- 6 seconds.
 GR1214
 GR1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1214.The vertical order pertains to the NGVD 29 superseded value.
 GR1214
 GR1214.The geoid height was determined by GEOID03.
 GR1214
 GR1214;                    North         East    Units  Estimated Accuracy
 GR1214;SPC NV E     - 8,156,370.      234,490.      MT  (+/- 180 meters Scaled)
 GR1214
 GR1214                          SUPERSEDED SURVEY CONTROL
 GR1214
 GR1214  NGVD 29 (??/??/92)  663.932  (m)         2178.25   (f) ADJ UNCH    1 2
 GR1214
 GR1214.Superseded values are not recommended for survey control.
 GR1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1214.See file dsdata.txt to determine how the superseded data were derived.
 GR1214
 GR1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA619030(NAD 83)
 GR1214_MARKER: DB = BENCH MARK DISK
 GR1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1214_STAMPING: H 367 1963
 GR1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1214+STABILITY: SURFACE MOTION
 GR1214
 GR1214  HISTORY     - Date     Condition        Report By
 GR1214  HISTORY     - 1963     MONUMENTED       CGS
 GR1214  HISTORY     - 1975     MARK NOT FOUND   NGS
 GR1214  HISTORY     - 19961120 MARK NOT FOUND   USPSQD
 GR1214
 GR1214                          STATION DESCRIPTION
 GR1214
 GR1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1214'3.6 MI W FROM LAS VEGAS.
 GR1214'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1214'LAS VEGAS, THENCE 2.6 MILES WEST ALONG CHARLESTON BOULEVARD, AT THE
 GR1214'JUNCTION OF ARVILLE STREET, 49 FEET SOUTH OF THE CENTER LINE OF THE
 GR1214'BOULEVARD, 187 FEET WEST OF THE CENTER LINE OF THE STREET, 73.1 FEET
 GR1214'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A SERVICE STATION, 1 1/2
 GR1214'FEET SOUTHWEST OF THE NORTH END OF THE WEST FENCE OF THE STATION, 8
 GR1214'1/2 FEET SOUTH-SOUTHWEST OF A 4 1/2-INCH IRON PIPE SUPPORTING A FLOOD
 GR1214'LIGHT, ABOUT LEVEL WITH THE BOULEVARD, AND SET IN THE TOP OF A
 GR1214'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR1214
 GR1214                          STATION RECOVERY (1975)
 GR1214
 GR1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GR1214'MARK NOT FOUND.
 GR1214
 GR1214                          STATION RECOVERY (1996)
 GR1214
 GR1214'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0975 ***********************************************************************
 GR0975  DESIGNATION -  H 368
 GR0975  PID         -  GR0975
 GR0975  STATE/COUNTY-  NV/CLARK
 GR0975  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0975
 GR0975                         *CURRENT SURVEY CONTROL
 GR0975  ___________________________________________________________________
 GR0975* NAD 83(1986)-  36 11 45.     (N)    115 06 23.     (W)     SCALED    
 GR0975* NAVD 88     -       559.04   (+/-2cm)    1834.1    (feet)  VERTCON   
 GR0975  ___________________________________________________________________
 GR0975  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GR0975
 GR0975  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0975
 GR0975.The horizontal coordinates were scaled from a topographic map and have
 GR0975.an estimated accuracy of +/- 6 seconds.
 GR0975
 GR0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0975.The vertical order pertains to the NGVD 29 superseded value.
 GR0975
 GR0975.The geoid height was determined by GEOID03.
 GR0975
 GR0975;                    North         East    Units  Estimated Accuracy
 GR0975;SPC NV E     - 8,160,500.      242,890.      MT  (+/- 180 meters Scaled)
 GR0975
 GR0975                          SUPERSEDED SURVEY CONTROL
 GR0975
 GR0975  NGVD 29 (??/??/92)  558.382  (m)         1831.96   (f) ADJ UNCH    1 2
 GR0975
 GR0975.Superseded values are not recommended for survey control.
 GR0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0975.See file dsdata.txt to determine how the superseded data were derived.
 GR0975
 GR0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA702073(NAD 83)
 GR0975_MARKER: DB = BENCH MARK DISK
 GR0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0975_STAMPING: H 368 1963
 GR0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0975+STABILITY: SURFACE MOTION
 GR0975
 GR0975  HISTORY     - Date     Condition        Report By
 GR0975  HISTORY     - 1963     MONUMENTED       CGS
 GR0975  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR0975
 GR0975                          STATION DESCRIPTION
 GR0975
 GR0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0975'1.3 MI E FROM NORTH LAS VEGAS.
 GR0975'1.3 MILES EAST ALONG LAKE MEAD BOULEVARD FROM THE JUNCTION OF LAS
 GR0975'VEGAS BOULEVARD AT NORTH LAS VEGAS, AT THE INTERSECTION OF BELMONT
 GR0975'STREET, 7.3 FEET SOUTH OF THE SOUTH CURB OF THE BOULEVARD, 69.5 FEET
 GR0975'EAST OF THE EAST CURB OF THE STREET, 1 1/2 FEET WEST OF POWER POLE
 GR0975'25834, 1.9 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 1.6 FEET NORTH
 GR0975'OF THE NORTH FACE OF A CONCRETE BLOCK FENCE, ABOUT 1/2 FOOT HIGHER
 GR0975'THAN THE BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GR0975'0.3 FOOT ABOVE THE GROUND.
 GR0975
 GR0975                          STATION RECOVERY (1996)
 GR0975
 GR0975'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0953 ***********************************************************************
 GR0953  DESIGNATION -  H 369
 GR0953  PID         -  GR0953
 GR0953  STATE/COUNTY-  NV/CLARK
 GR0953  USGS QUAD   -  LAS VEGAS NW (1983)
 GR0953
 GR0953                         *CURRENT SURVEY CONTROL
 GR0953  ___________________________________________________________________
 GR0953* NAD 83(1986)-  36 14 22.     (N)    115 08 34.     (W)     SCALED    
 GR0953* NAVD 88     -       612.85   (+/-2cm)    2010.7    (feet)  VERTCON   
 GR0953  ___________________________________________________________________
 GR0953  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 GR0953
 GR0953  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0953
 GR0953.The horizontal coordinates were scaled from a topographic map and have
 GR0953.an estimated accuracy of +/- 6 seconds.
 GR0953
 GR0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0953.The vertical order pertains to the NGVD 29 superseded value.
 GR0953
 GR0953.The geoid height was determined by GEOID03.
 GR0953
 GR0953;                    North         East    Units  Estimated Accuracy
 GR0953;SPC NV E     - 8,165,330.      239,600.      MT  (+/- 180 meters Scaled)
 GR0953
 GR0953                          SUPERSEDED SURVEY CONTROL
 GR0953
 GR0953  NGVD 29 (??/??/92)  612.193  (m)         2008.50   (f) ADJ UNCH    1 2
 GR0953
 GR0953.Superseded values are not recommended for survey control.
 GR0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0953.See file dsdata.txt to determine how the superseded data were derived.
 GR0953
 GR0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA668121(NAD 83)
 GR0953_MARKER: DB = BENCH MARK DISK
 GR0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0953_STAMPING: H 369 1963
 GR0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0953+STABILITY: SURFACE MOTION
 GR0953
 GR0953  HISTORY     - Date     Condition        Report By
 GR0953  HISTORY     - 1963     MONUMENTED       CGS
 GR0953  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR0953
 GR0953                          STATION DESCRIPTION
 GR0953
 GR0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0953'7.75 MI N FROM LAS VEGAS.
 GR0953'5.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0953'AT LAS VEGAS, THENCE 2.15 MILES WEST ALONG CRAIG ROAD, 0.25 MILE WEST
 GR0953'OF A CITY WATER WELL AND THE CROSSING OF A POWER LINE, 0.05 MILE EAST
 GR0953'OF THE ENTRANCE TO CRAIG RANCH, 32 FEET SOUTH OF THE CENTER LINE OF
 GR0953'THE ROAD, 2.0 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN
 GR0953'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 GR0953'ABOVE THE GROUND.
 GR0953
 GR0953                          STATION RECOVERY (1996)
 GR0953
 GR0953'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0049 ***********************************************************************
 LQ0049  DESIGNATION -  H 37
 LQ0049  PID         -  LQ0049
 LQ0049  STATE/COUNTY-  NV/ELKO
 LQ0049  USGS QUAD   -  SILVER ZONE PASS (1982)
 LQ0049
 LQ0049                         *CURRENT SURVEY CONTROL
 LQ0049  ___________________________________________________________________
 LQ0049* NAD 83(1986)-  40 53 15.     (N)    114 16 03.     (W)     SCALED    
 LQ0049* NAVD 88     -      1634.808  (meters)    5363.53   (feet)  ADJUSTED  
 LQ0049  ___________________________________________________________________
 LQ0049  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 LQ0049  DYNAMIC HT  -        1633.515 (meters)    5359.29  (feet)  COMP
 LQ0049  MODELED GRAV-     979,774.5   (mgal)                       NAVD 88
 LQ0049
 LQ0049  VERT ORDER  -  SECOND    CLASS 0
 LQ0049
 LQ0049.The horizontal coordinates were scaled from a topographic map and have
 LQ0049.an estimated accuracy of +/- 6 seconds.
 LQ0049
 LQ0049.The orthometric height was determined by differential leveling
 LQ0049.and adjusted by the National Geodetic Survey in June 1991..
 LQ0049
 LQ0049.The geoid height was determined by GEOID03.
 LQ0049
 LQ0049.The dynamic height is computed by dividing the NAVD 88
 LQ0049.geopotential number by the normal gravity value computed on the
 LQ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0049.degrees latitude (g = 980.6199 gals.).
 LQ0049
 LQ0049.The modeled gravity was interpolated from observed gravity values.
 LQ0049
 LQ0049;                    North         East    Units  Estimated Accuracy
 LQ0049;SPC NV E     - 8,681,990.      310,890.      MT  (+/- 180 meters Scaled)
 LQ0049
 LQ0049                          SUPERSEDED SURVEY CONTROL
 LQ0049
 LQ0049  NGVD 29 (??/??/92) 1633.789  (m)         5360.19   (f) ADJ UNCH    2 0
 LQ0049
 LQ0049.Superseded values are not recommended for survey control.
 LQ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0049.See file dsdata.txt to determine how the superseded data were derived.
 LQ0049
 LQ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF302298(NAD 83)
 LQ0049_MARKER: DB = BENCH MARK DISK
 LQ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0049_STAMPING: H 37 1934
 LQ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0049+STABILITY: SURFACE MOTION
 LQ0049
 LQ0049  HISTORY     - Date     Condition        Report By
 LQ0049  HISTORY     - 1934     MONUMENTED       CGS
 LQ0049  HISTORY     - 1958     GOOD             NGS
 LQ0049  HISTORY     - 1971     MARK NOT FOUND   USGS
 LQ0049
 LQ0049                          STATION DESCRIPTION
 LQ0049
 LQ0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LQ0049'12.5 MI E FROM SHAFTER.
 LQ0049'12.5 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 LQ0049'AT SHAFTER, ELKO COUNTY, 95 FEET EAST OF THE EIGHTH POLE NORTH OF
 LQ0049'MILEPOST 784, 363 FEET NORTH OF CULVERT 783.87, AT THE SOUTH END OF A
 LQ0049'LONG ROCKY CUT, 45 FEET EAST OF THE CENTERLINE OF THE TRACK, AND SET
 LQ0049'IN THE TOP OF A CONCRETE POST.
 LQ0049
 LQ0049                          STATION RECOVERY (1971)
 LQ0049
 LQ0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 LQ0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1040 ***********************************************************************
 GR1040  DESIGNATION -  H 370
 GR1040  PID         -  GR1040
 GR1040  STATE/COUNTY-  NV/CLARK
 GR1040  USGS QUAD   -  LAS VEGAS SE (1984)
 GR1040
 GR1040                         *CURRENT SURVEY CONTROL
 GR1040  ___________________________________________________________________
 GR1040* NAD 83(1986)-  36 06 00.     (N)    115 07 05.     (W)     SCALED    
 GR1040* NAVD 88     -       601.65   (+/-2cm)    1973.9    (feet)  VERTCON   
 GR1040  ___________________________________________________________________
 GR1040  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GR1040
 GR1040  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1040
 GR1040.The horizontal coordinates were scaled from a topographic map and have
 GR1040.an estimated accuracy of +/- 6 seconds.
 GR1040
 GR1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1040.The vertical order pertains to the NGVD 29 superseded value.
 GR1040
 GR1040.The geoid height was determined by GEOID03.
 GR1040
 GR1040;                    North         East    Units  Estimated Accuracy
 GR1040;SPC NV E     - 8,149,870.      241,890.      MT  (+/- 180 meters Scaled)
 GR1040
 GR1040                          SUPERSEDED SURVEY CONTROL
 GR1040
 GR1040  NGVD 29 (??/??/92)  600.985  (m)         1971.73   (f) ADJ UNCH    1 2
 GR1040
 GR1040.Superseded values are not recommended for survey control.
 GR1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1040.See file dsdata.txt to determine how the superseded data were derived.
 GR1040
 GR1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV694966(NAD 83)
 GR1040_MARKER: DB = BENCH MARK DISK
 GR1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1040_STAMPING: H 370 1963
 GR1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1040+STABILITY: SURFACE MOTION
 GR1040
 GR1040  HISTORY     - Date     Condition        Report By
 GR1040  HISTORY     - 1963     MONUMENTED       CGS
 GR1040  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GR1040  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1040
 GR1040                          STATION DESCRIPTION
 GR1040
 GR1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1040'4.6 MI W FROM EAST LAS VEGAS.
 GR1040'0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT EAST
 GR1040'LAS VEGAS, THENCE 4.05 MILES WEST ALONG TROPICANA AVENUE, AT THE
 GR1040'INTERSECTION OF EASTERN AVENUE, AT DOUBLE POWER POLES, 33 FEET NORTH
 GR1040'OF THE CENTER LINE OF TROPICANA AVENUE, 242 FEET EAST OF THE CENTER
 GR1040'LINE OF EASTERN AVENUE, 68.1 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 GR1040'CORNER OF ST. PAULS INDENDENT LUTHERAN CHURCH, 1.0 FOOT NORTH OF THE
 GR1040'SOUTH POWER POLE, 1.9 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT
 GR1040'LOWER THEN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 GR1040'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR1040
 GR1040                          STATION RECOVERY (1990)
 GR1040
 GR1040'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR1040'MARK NOT FOUND.
 GR1040
 GR1040                          STATION RECOVERY (1996)
 GR1040
 GR1040'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0702 ***********************************************************************
 KR0702  DESIGNATION -  H 371
 KR0702  PID         -  KR0702
 KR0702  STATE/COUNTY-  NV/CHURCHILL
 KR0702  USGS QUAD   -  HAZEN (1985)
 KR0702
 KR0702                         *CURRENT SURVEY CONTROL
 KR0702  ___________________________________________________________________
 KR0702* NAD 83(1986)-  39 33 15.     (N)    119 01 36.     (W)     SCALED    
 KR0702* NAVD 88     -      1220.103  (meters)    4002.95   (feet)  ADJUSTED  
 KR0702  ___________________________________________________________________
 KR0702  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 KR0702  DYNAMIC HT  -        1219.065 (meters)    3999.55  (feet)  COMP
 KR0702  MODELED GRAV-     979,734.4   (mgal)                       NAVD 88
 KR0702
 KR0702  VERT ORDER  -  FIRST     CLASS II
 KR0702
 KR0702.The horizontal coordinates were scaled from a topographic map and have
 KR0702.an estimated accuracy of +/- 6 seconds.
 KR0702
 KR0702.The orthometric height was determined by differential leveling
 KR0702.and adjusted by the National Geodetic Survey in June 1991..
 KR0702
 KR0702.The geoid height was determined by GEOID03.
 KR0702
 KR0702.The dynamic height is computed by dividing the NAVD 88
 KR0702.geopotential number by the normal gravity value computed on the
 KR0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0702.degrees latitude (g = 980.6199 gals.).
 KR0702
 KR0702.The modeled gravity was interpolated from observed gravity values.
 KR0702
 KR0702;                    North         East    Units  Estimated Accuracy
 KR0702;SPC NV W     - 4,533,210.      761,900.      MT  (+/- 180 meters Scaled)
 KR0702
 KR0702                          SUPERSEDED SURVEY CONTROL
 KR0702
 KR0702  NGVD 29 (??/??/92) 1219.158  (m)         3999.85   (f) ADJ UNCH    1 2
 KR0702
 KR0702.Superseded values are not recommended for survey control.
 KR0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0702.See file dsdata.txt to determine how the superseded data were derived.
 KR0702
 KR0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD258802(NAD 83)
 KR0702_MARKER: DB = BENCH MARK DISK
 KR0702_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KR0702_SP_SET: COPPER-CLAD STEEL ROD
 KR0702_STAMPING: H 371 1967
 KR0702_MARK LOGO: CGS   
 KR0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0702
 KR0702  HISTORY     - Date     Condition        Report By
 KR0702  HISTORY     - 1967     MONUMENTED       CGS
 KR0702  HISTORY     - 1986     GOOD             NGS
 KR0702
 KR0702                          STATION DESCRIPTION
 KR0702
 KR0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KR0702'1.4 MI SE FROM HAZEN.
 KR0702'ABOUT 0.4 MILE EAST ALONG THE OVERLAND ROUTE OF THE SOUTHERN PACIFIC
 KR0702'COMPANY RAILROAD FROM THE RAILROAD TOOL HOUSE AT HAZEN, THENCE 1.0
 KR0702'MILE SOUTHEAST ALONG THE FALLON BRANCH OF THE SOUTHERN PACIFIC COMPANY
 KR0702'RAILROAD, IN SECTION 35, T 20 N, R 26 E, 4 FEET NORTHEAST OF THE 12TH
 KR0702'POLE NORTHWEST OF MILEPOST NUMBER 290, 131 FEET EAST OF THE CENTER OF
 KR0702'THE CROSSING OF THE RAILROAD AND A DIRT ROAD, 38 FEET SOUTHWEST OF THE
 KR0702'SOUTHWEST RAIL OF THE TRACK, 99 FEET NORTHEAST OF THE CENTER LINE OF
 KR0702'U.S. HIGHWAY 95 ALTERNATE, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST,
 KR0702'ABOUT LEVEL WITH THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE
 KR0702'TRACK, AND ON THE TOP OF A COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 KR0702'OF 12 FEET AND IS ENCASED IN 5-INCH IRON PIPE WHICH PROJECTS 2 INCHES.
 KR0702
 KR0702                          STATION RECOVERY (1986)
 KR0702
 KR0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0211 ***********************************************************************
 KR0211  DESIGNATION -  H 372
 KR0211  PID         -  KR0211
 KR0211  STATE/COUNTY-  NV/CHURCHILL
 KR0211  USGS QUAD   -  BUNEJUG MTS (1985)
 KR0211
 KR0211                         *CURRENT SURVEY CONTROL
 KR0211  ___________________________________________________________________
 KR0211* NAD 83(1986)-  39 22 04.     (N)    118 33 03.     (W)     SCALED    
 KR0211* NAVD 88     -      1199.257  (meters)    3934.56   (feet)  ADJUSTED  
 KR0211  ___________________________________________________________________
 KR0211  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 KR0211  DYNAMIC HT  -        1198.213 (meters)    3931.14  (feet)  COMP
 KR0211  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 KR0211
 KR0211  VERT ORDER  -  FIRST     CLASS II
 KR0211
 KR0211.The horizontal coordinates were scaled from a topographic map and have
 KR0211.an estimated accuracy of +/- 6 seconds.
 KR0211
 KR0211.The orthometric height was determined by differential leveling
 KR0211.and adjusted by the National Geodetic Survey in June 1991..
 KR0211.WARNING-Repeat measurements at this control monument indicate possible
 KR0211.vertical movement.
 KR0211
 KR0211.The geoid height was determined by GEOID03.
 KR0211
 KR0211.The dynamic height is computed by dividing the NAVD 88
 KR0211.geopotential number by the normal gravity value computed on the
 KR0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0211.degrees latitude (g = 980.6199 gals.).
 KR0211
 KR0211.The modeled gravity was interpolated from observed gravity values.
 KR0211
 KR0211;                    North         East    Units  Estimated Accuracy
 KR0211;SPC NV W     - 4,512,430.      802,800.      MT  (+/- 180 meters Scaled)
 KR0211
 KR0211                          SUPERSEDED SURVEY CONTROL
 KR0211
 KR0211  NGVD 29 (??/??/92) 1198.26   (m)         3931.3    (f) COMPUTED    1 2
 KR0211
 KR0211.Superseded values are not recommended for survey control.
 KR0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0211.See file dsdata.txt to determine how the superseded data were derived.
 KR0211
 KR0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD664587(NAD 83)
 KR0211_MARKER: DB = BENCH MARK DISK
 KR0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0211_SP_SET: CONCRETE POST
 KR0211_STAMPING: H 372 1967
 KR0211_MARK LOGO: CGS   
 KR0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0211+STABILITY: SURFACE MOTION
 KR0211
 KR0211  HISTORY     - Date     Condition        Report By
 KR0211  HISTORY     - 1967     MONUMENTED       CGS
 KR0211  HISTORY     - 1986     GOOD             NGS
 KR0211
 KR0211                          STATION DESCRIPTION
 KR0211
 KR0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KR0211'2.9 MI SE FROM SALT WELLS.
 KR0211'ABOUT 2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE
 KR0211'STATION AT SALT WELLS, THENCE 0.7 MILE NORTH ALONG A DIRT ROAD WHICH
 KR0211'CROSSES A DRY LAKE BED, IN SECTION 6, T 17 N, R 31 E, AT THE NORTH
 KR0211'EDGE OF A DRY LAKE BED, 0.4 MILE SOUTHWEST OF A WINDMILL, 21 FEET WEST
 KR0211'OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTH OF A METAL WITNESS
 KR0211'POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 KR0211'OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
 KR0211
 KR0211                          STATION RECOVERY (1986)
 KR0211
 KR0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0769 ***********************************************************************
 HQ0769  DESIGNATION -  H 373
 HQ0769  PID         -  HQ0769
 HQ0769  STATE/COUNTY-  NV/NYE
 HQ0769  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0769
 HQ0769                         *CURRENT SURVEY CONTROL
 HQ0769  ___________________________________________________________________
 HQ0769* NAD 83(1986)-  37 48 24.     (N)    116 38 11.     (W)     SCALED    
 HQ0769* NAVD 88     -      1679.534  (meters)    5510.27   (feet)  ADJUSTED  
 HQ0769  ___________________________________________________________________
 HQ0769  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0769  DYNAMIC HT  -        1677.635 (meters)    5504.04  (feet)  COMP
 HQ0769  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 HQ0769
 HQ0769  VERT ORDER  -  FIRST     CLASS II
 HQ0769
 HQ0769.The horizontal coordinates were scaled from a topographic map and have
 HQ0769.an estimated accuracy of +/- 6 seconds.
 HQ0769
 HQ0769.The orthometric height was determined by differential leveling
 HQ0769.and adjusted by the National Geodetic Survey in June 1991..
 HQ0769
 HQ0769.The geoid height was determined by GEOID03.
 HQ0769
 HQ0769.The dynamic height is computed by dividing the NAVD 88
 HQ0769.geopotential number by the normal gravity value computed on the
 HQ0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0769.degrees latitude (g = 980.6199 gals.).
 HQ0769
 HQ0769.The modeled gravity was interpolated from observed gravity values.
 HQ0769
 HQ0769;                    North         East    Units  Estimated Accuracy
 HQ0769;SPC NV C     - 6,339,150.      502,670.      MT  (+/- 180 meters Scaled)
 HQ0769
 HQ0769                          SUPERSEDED SURVEY CONTROL
 HQ0769
 HQ0769.No superseded survey control is available for this station.
 HQ0769
 HQ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB320844(NAD 83)
 HQ0769_MARKER: DB = BENCH MARK DISK
 HQ0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0769_STAMPING: H 373 1968
 HQ0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0769+STABILITY: SURFACE MOTION
 HQ0769
 HQ0769  HISTORY     - Date     Condition        Report By
 HQ0769  HISTORY     - 1968     MONUMENTED       CGS
 HQ0769
 HQ0769                          STATION DESCRIPTION
 HQ0769
 HQ0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0769'13.5 MI SE FROM TONOPAH TEST RANGE.
 HQ0769'1.1 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM POINT ABLE AT
 HQ0769'TONOPAH TEST RANGE, THENCE 3.7 MILES EAST ALONG A GRAVELED
 HQ0769'ROAD, THENCE 6.5 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.2
 HQ0769'MILES NORTHEAST ALONG A DIRT ROAD, 60 FEET SOUTHEAST OF THE
 HQ0769'CENTER LINE OF THE ROAD, 4.0 FEET SOUTHWEST OF A WITNESS POST,
 HQ0769'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HQ0769'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1325 ***********************************************************************
 KR1325  DESIGNATION -  H 374
 KR1325  PID         -  KR1325
 KR1325  STATE/COUNTY-  NV/WASHOE
 KR1325  USGS QUAD   -  VISTA (1982)
 KR1325
 KR1325                         *CURRENT SURVEY CONTROL
 KR1325  ___________________________________________________________________
 KR1325* NAD 83(1986)-  39 31 59.     (N)    119 44 38.     (W)     SCALED    
 KR1325* NAVD 88     -      1342.383  (meters)    4404.13   (feet)  ADJUSTED  
 KR1325  ___________________________________________________________________
 KR1325  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 KR1325  DYNAMIC HT  -        1341.175 (meters)    4400.17  (feet)  COMP
 KR1325  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 KR1325
 KR1325  VERT ORDER  -  FIRST     CLASS I
 KR1325
 KR1325.The horizontal coordinates were scaled from a topographic map and have
 KR1325.an estimated accuracy of +/- 6 seconds.
 KR1325
 KR1325.The orthometric height was determined by differential leveling
 KR1325.and adjusted by the National Geodetic Survey in June 1991..
 KR1325
 KR1325.The geoid height was determined by GEOID03.
 KR1325
 KR1325.The dynamic height is computed by dividing the NAVD 88
 KR1325.geopotential number by the normal gravity value computed on the
 KR1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1325.degrees latitude (g = 980.6199 gals.).
 KR1325
 KR1325.The modeled gravity was interpolated from observed gravity values.
 KR1325
 KR1325;                    North         East    Units  Estimated Accuracy
 KR1325;SPC NV W     - 4,531,420.      700,230.      MT  (+/- 180 meters Scaled)
 KR1325
 KR1325                          SUPERSEDED SURVEY CONTROL
 KR1325
 KR1325  NGVD 29 (??/??/92) 1341.33   (m)         4400.7    (f) COMPUTED    1 1
 KR1325
 KR1325.Superseded values are not recommended for survey control.
 KR1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1325.See file dsdata.txt to determine how the superseded data were derived.
 KR1325
 KR1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD641795(NAD 83)
 KR1325_MARKER: DB = BENCH MARK DISK
 KR1325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1325_SP_SET: CULVERT
 KR1325_STAMPING: H 374 1969
 KR1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1325
 KR1325  HISTORY     - Date     Condition        Report By
 KR1325  HISTORY     - 1969     MONUMENTED       CGS
 KR1325  HISTORY     - 1975     MARK NOT FOUND   NGS
 KR1325  HISTORY     - 20030908 MARK NOT FOUND   USPSQD
 KR1325
 KR1325                          STATION DESCRIPTION
 KR1325
 KR1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KR1325'IN SPARKS.
 KR1325'AT SPARKS, 0.15 MILE SOUTH ALONG STANFORD WAY FROM THE JUNCTION OF B
 KR1325'STREET, AT THE JUNCTION OF AN ASPHALT ROAD WEST TO THE SOUTHERN
 KR1325'PACIFIC PIPE LINE INC. STORAGE TANKS, IN THE TOP OF THE CENTER OF THE
 KR1325'SOUTHEAST CONCRETE WING WALL OF A CONCRETE BOX CULVERT UNDER THE ROAD,
 KR1325'41 FEET WEST OF THE CENTER LINE OF THE WAY, 16 1/2 FEET SOUTH OF THE
 KR1325'CENTER LINE OF THE ROAD, 10 FEET EAST OF THE NORTHEAST CORNER OF A
 KR1325'CYCLONE FENCE, 24 FEET WEST OF A POWER POLE BEARING THREE
 KR1325'TRANSFORMERS, AND ABOUT LEVEL WITH THE ROAD.  SECTION 9, T19N, R20E.
 KR1325
 KR1325                          STATION RECOVERY (1975)
 KR1325
 KR1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KR1325'MARK NOT FOUND.
 KR1325
 KR1325                          STATION RECOVERY (2003)
 KR1325
 KR1325'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0285 ***********************************************************************
 LQ0285  DESIGNATION -  H 38
 LQ0285  PID         -  LQ0285
 LQ0285  STATE/COUNTY-  NV/ELKO
 LQ0285  USGS QUAD   -  TOBAR (1982)
 LQ0285
 LQ0285                         *CURRENT SURVEY CONTROL
 LQ0285  ___________________________________________________________________
 LQ0285* NAD 83(1986)-  40 56 16.     (N)    114 55 57.     (W)     SCALED    
 LQ0285* NAVD 88     -      1748.905  (meters)    5737.87   (feet)  ADJUSTED  
 LQ0285  ___________________________________________________________________
 LQ0285  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 LQ0285  DYNAMIC HT  -        1747.415 (meters)    5732.98  (feet)  COMP
 LQ0285  MODELED GRAV-     979,710.5   (mgal)                       NAVD 88
 LQ0285
 LQ0285  VERT ORDER  -  SECOND    CLASS 0
 LQ0285
 LQ0285.The horizontal coordinates were scaled from a topographic map and have
 LQ0285.an estimated accuracy of +/- 6 seconds.
 LQ0285
 LQ0285.The orthometric height was determined by differential leveling
 LQ0285.and adjusted by the National Geodetic Survey in June 1991..
 LQ0285
 LQ0285.The geoid height was determined by GEOID03.
 LQ0285
 LQ0285.The dynamic height is computed by dividing the NAVD 88
 LQ0285.geopotential number by the normal gravity value computed on the
 LQ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0285.degrees latitude (g = 980.6199 gals.).
 LQ0285
 LQ0285.The modeled gravity was interpolated from observed gravity values.
 LQ0285
 LQ0285;                    North         East    Units  Estimated Accuracy
 LQ0285;SPC NV E     - 8,686,940.      254,800.      MT  (+/- 180 meters Scaled)
 LQ0285
 LQ0285                          SUPERSEDED SURVEY CONTROL
 LQ0285
 LQ0285  NGVD 29 (??/??/92) 1747.737  (m)         5734.03   (f) ADJ UNCH    2 0
 LQ0285
 LQ0285.Superseded values are not recommended for survey control.
 LQ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0285.See file dsdata.txt to determine how the superseded data were derived.
 LQ0285
 LQ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF740339(NAD 83)
 LQ0285_MARKER: DB = BENCH MARK DISK
 LQ0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0285_STAMPING: H 38 1934
 LQ0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0285+STABILITY: SURFACE MOTION
 LQ0285
 LQ0285  HISTORY     - Date     Condition        Report By
 LQ0285  HISTORY     - 1934     MONUMENTED       CGS
 LQ0285
 LQ0285                          STATION DESCRIPTION
 LQ0285
 LQ0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0285'13.4 MI E FROM WELLS.
 LQ0285'13.4 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 LQ0285'AT WELLS, ELKO COUNTY, 0.1 MILE SOUTHEAST OF A COUNTRY-ROAD CROSSING,
 LQ0285'54 FEET SOUTHEAST OF MILEPOST 730, 60 FEET SOUTHWEST OF THE CENTERLINE
 LQ0285'OF THE TRACK, AND AT THE NORTHEAST EDGE OF A DIM WAGON ROAD. A
 LQ0285'STANDARD DISK, STAMPED H 38 1934 AND SET IN THE TOP OF A CONCRETE
 LQ0285'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0152 ***********************************************************************
 KR0152  DESIGNATION -  H 381
 KR0152  PID         -  KR0152
 KR0152  STATE/COUNTY-  NV/CHURCHILL
 KR0152  USGS QUAD   -  WEST GATE (1972)
 KR0152
 KR0152                         *CURRENT SURVEY CONTROL
 KR0152  ___________________________________________________________________
 KR0152* NAD 83(1986)-  39 16 28.     (N)    118 00 59.     (W)     SCALED    
 KR0152* NAVD 88     -      1432.17   (+/-2cm)    4698.7    (feet)  VERTCON   
 KR0152  ___________________________________________________________________
 KR0152  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 KR0152
 KR0152  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0152
 KR0152.The horizontal coordinates were scaled from a topographic map and have
 KR0152.an estimated accuracy of +/- 6 seconds.
 KR0152
 KR0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0152.The vertical order pertains to the NGVD 29 superseded value.
 KR0152
 KR0152.The geoid height was determined by GEOID03.
 KR0152
 KR0152;                    North         East    Units  Estimated Accuracy
 KR0152;SPC NV W     - 4,502,220.      848,920.      MT  (+/- 180 meters Scaled)
 KR0152
 KR0152                          SUPERSEDED SURVEY CONTROL
 KR0152
 KR0152  NGVD 29 (??/??/92) 1431.102  (m)         4695.21   (f) ADJ UNCH    1 2
 KR0152
 KR0152.Superseded values are not recommended for survey control.
 KR0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0152.See file dsdata.txt to determine how the superseded data were derived.
 KR0152
 KR0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD123477(NAD 83)
 KR0152_MARKER: DB = BENCH MARK DISK
 KR0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0152_STAMPING: H 381 1955
 KR0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0152+STABILITY: SURFACE MOTION
 KR0152
 KR0152  HISTORY     - Date     Condition        Report By
 KR0152  HISTORY     - 1955     MONUMENTED       CGS
 KR0152  HISTORY     - 1967     MARK NOT FOUND   NGS
 KR0152  HISTORY     - 1984     MARK NOT FOUND   NGS
 KR0152
 KR0152                          STATION DESCRIPTION
 KR0152
 KR0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0152'8.9 MI W FROM EASTGATE.
 KR0152'7.9 MILES WEST ALONG U. S. HIGHWAY 50 FROM THE SERVICE STATION AND BAR
 KR0152'AT EASTGATE, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 23, AT A DRAIN
 KR0152'DITCH, 126 FEET SOUTH OF THE APPROXIMATE CENTER OF THE DITCH, 82 1/2
 KR0152'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET SOUTH OF A
 KR0152'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 KR0152'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KR0152
 KR0152                          STATION RECOVERY (1967)
 KR0152
 KR0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KR0152'MARK NOT FOUND.
 KR0152
 KR0152                          STATION RECOVERY (1984)
 KR0152
 KR0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KR0152'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0153 ***********************************************************************
 KR0153  DESIGNATION -  H 381 RESET
 KR0153  PID         -  KR0153
 KR0153  STATE/COUNTY-  NV/CHURCHILL
 KR0153  USGS QUAD   -  WEST GATE (1972)
 KR0153
 KR0153                         *CURRENT SURVEY CONTROL
 KR0153  ___________________________________________________________________
 KR0153* NAD 83(1986)-  39 16 30.     (N)    118 00 59.     (W)     SCALED    
 KR0153* NAVD 88     -      1432.341  (meters)    4699.27   (feet)  ADJUSTED  
 KR0153  ___________________________________________________________________
 KR0153  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 KR0153  DYNAMIC HT  -        1430.993 (meters)    4694.85  (feet)  COMP
 KR0153  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 KR0153
 KR0153  VERT ORDER  -  FIRST     CLASS II
 KR0153
 KR0153.The horizontal coordinates were scaled from a topographic map and have
 KR0153.an estimated accuracy of +/- 6 seconds.
 KR0153
 KR0153.The orthometric height was determined by differential leveling
 KR0153.and adjusted by the National Geodetic Survey in June 1991..
 KR0153
 KR0153.The geoid height was determined by GEOID03.
 KR0153
 KR0153.The dynamic height is computed by dividing the NAVD 88
 KR0153.geopotential number by the normal gravity value computed on the
 KR0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0153.degrees latitude (g = 980.6199 gals.).
 KR0153
 KR0153.The modeled gravity was interpolated from observed gravity values.
 KR0153
 KR0153;                    North         East    Units  Estimated Accuracy
 KR0153;SPC NV W     - 4,502,280.      848,920.      MT  (+/- 180 meters Scaled)
 KR0153
 KR0153                          SUPERSEDED SURVEY CONTROL
 KR0153
 KR0153.No superseded survey control is available for this station.
 KR0153
 KR0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD123477(NAD 83)
 KR0153_MARKER: DB = BENCH MARK DISK
 KR0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0153_SP_SET: CONCRETE POST
 KR0153_STAMPING: H 381 RESET 1956
 KR0153_MARK LOGO: CGS   
 KR0153_PROJECTION: PROJECTING 10 CENTIMETERS
 KR0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0153+STABILITY: SURFACE MOTION
 KR0153
 KR0153  HISTORY     - Date     Condition        Report By
 KR0153  HISTORY     - 1956     MONUMENTED       CGS
 KR0153  HISTORY     - 1967     GOOD             NGS
 KR0153  HISTORY     - 1984     GOOD             NGS
 KR0153  HISTORY     - 1986     GOOD             NGS
 KR0153
 KR0153                          STATION DESCRIPTION
 KR0153
 KR0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0153'9.4 MI W FROM EASTGATE.
 KR0153'ABOUT 8.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0153'EASTGATE, THENCE 1.2 MILES SOUTH ALONG STATE HIGHWAY 23, ON THE INSIDE
 KR0153'AND NEAR THE NORTH END OF A CURVE IN THE HIGHWAY, 0.1 MILE SOUTH OF
 KR0153'THE SERVICE STATION AT MIDDLEGATE, 86 FEET WEST OF THE CENTER LINE OF
 KR0153'THE HIGHWAY, 0.9 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 KR0153'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 KR0153'INCHES.
 KR0153
 KR0153                          STATION RECOVERY (1984)
 KR0153
 KR0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KR0153'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM
 KR0153'(4.9 MI) WEST ALONG STATE HIGHWAY 722 FROM THE SERVICE STATION AND BAR
 KR0153'AT EASTGATE, THENCE 5.0 KM (3.1 MI) WEST ALONG US HIGHWAY 50, THENCE
 KR0153'1.9 KM (1.2 MI) SOUTH ALONG STATE HIGHWAY 361, AT A DRAINAGE DITCH,
 KR0153'26.2 METERS (86 FT) WEST OF THE HIGHWAY CENTERLINE.
 KR0153'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 KR0153'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 KR0153
 KR0153                          STATION RECOVERY (1986)
 KR0153
 KR0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0348 ***********************************************************************
 KQ0348  DESIGNATION -  H 382
 KQ0348  PID         -  KQ0348
 KQ0348  STATE/COUNTY-  NV/NYE
 KQ0348  USGS QUAD   -  QUARTZ MTN (1980)
 KQ0348
 KQ0348                         *CURRENT SURVEY CONTROL
 KQ0348  ___________________________________________________________________
 KQ0348* NAD 83(1986)-  39 01 05.     (N)    117 58 53.     (W)     SCALED    
 KQ0348* NAVD 88     -      1548.509  (meters)    5080.40   (feet)  ADJUSTED  
 KQ0348  ___________________________________________________________________
 KQ0348  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KQ0348  DYNAMIC HT  -        1546.988 (meters)    5075.41  (feet)  COMP
 KQ0348  MODELED GRAV-     979,591.3   (mgal)                       NAVD 88
 KQ0348
 KQ0348  VERT ORDER  -  FIRST     CLASS II
 KQ0348
 KQ0348.The horizontal coordinates were scaled from a topographic map and have
 KQ0348.an estimated accuracy of +/- 6 seconds.
 KQ0348
 KQ0348.The orthometric height was determined by differential leveling
 KQ0348.and adjusted by the National Geodetic Survey in June 1991..
 KQ0348
 KQ0348.The geoid height was determined by GEOID03.
 KQ0348
 KQ0348.The dynamic height is computed by dividing the NAVD 88
 KQ0348.geopotential number by the normal gravity value computed on the
 KQ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0348.degrees latitude (g = 980.6199 gals.).
 KQ0348
 KQ0348.The modeled gravity was interpolated from observed gravity values.
 KQ0348
 KQ0348;                    North         East    Units  Estimated Accuracy
 KQ0348;SPC NV C     - 6,474,430.      386,150.      MT  (+/- 180 meters Scaled)
 KQ0348
 KQ0348                          SUPERSEDED SURVEY CONTROL
 KQ0348
 KQ0348  NGVD 29 (??/??/92) 1547.431  (m)         5076.86   (f) ADJ UNCH    1 2
 KQ0348
 KQ0348.Superseded values are not recommended for survey control.
 KQ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0348.See file dsdata.txt to determine how the superseded data were derived.
 KQ0348
 KQ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD150192(NAD 83)
 KQ0348_MARKER: DB = BENCH MARK DISK
 KQ0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0348_STAMPING: H 382 1955
 KQ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0348+STABILITY: SURFACE MOTION
 KQ0348
 KQ0348  HISTORY     - Date     Condition        Report By
 KQ0348  HISTORY     - 1955     MONUMENTED       CGS
 KQ0348  HISTORY     - 1984     GOOD             NGS
 KQ0348
 KQ0348                          STATION DESCRIPTION
 KQ0348
 KQ0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0348'11.9 MI N FROM GABBS.
 KQ0348'0.3 MILE NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 KQ0348'THENCE 6.3 MILES NORTH ALONG STATE HIGHWAY 23, THENCE 0.3 MILE
 KQ0348'NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTHWEST ALONG A
 KQ0348'GRADED ROAD, THENCE 4.3 MILES NORTH ALONG A TRACK ROAD, 0.1 MILE
 KQ0348'NORTHWEST OF THE INTERSECTION OF A GRADED ROAD, AT THE FOOT OF THE
 KQ0348'NORTHWEST BANK OF A WIDE DRY WASH, 31 FEET NORTHEAST OF THE CENTER
 KQ0348'LINE OF THE ROAD, 1.8 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT
 KQ0348'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KQ0348'0.3 FOOT ABOVE THE GROUND.
 KQ0348
 KQ0348                          STATION RECOVERY (1984)
 KQ0348
 KQ0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0148 ***********************************************************************
 KR0148  DESIGNATION -  H 383
 KR0148  PID         -  KR0148
 KR0148  STATE/COUNTY-  NV/CHURCHILL
 KR0148  USGS QUAD   -  FOURMILE FLAT (1972)
 KR0148
 KR0148                         *CURRENT SURVEY CONTROL
 KR0148  ___________________________________________________________________
 KR0148* NAD 83(1986)-  39 18 51.     (N)    118 30 00.     (W)     SCALED    
 KR0148* NAVD 88     -      1194.027  (meters)    3917.40   (feet)  ADJUSTED  
 KR0148  ___________________________________________________________________
 KR0148  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 KR0148  DYNAMIC HT  -        1192.975 (meters)    3913.95  (feet)  COMP
 KR0148  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 KR0148
 KR0148  VERT ORDER  -  FIRST     CLASS II
 KR0148
 KR0148.The horizontal coordinates were scaled from a topographic map and have
 KR0148.an estimated accuracy of +/- 6 seconds.
 KR0148
 KR0148.The orthometric height was determined by differential leveling
 KR0148.and adjusted by the National Geodetic Survey in June 1991..
 KR0148
 KR0148.The geoid height was determined by GEOID03.
 KR0148
 KR0148.The dynamic height is computed by dividing the NAVD 88
 KR0148.geopotential number by the normal gravity value computed on the
 KR0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0148.degrees latitude (g = 980.6199 gals.).
 KR0148
 KR0148.The modeled gravity was interpolated from observed gravity values.
 KR0148
 KR0148;                    North         East    Units  Estimated Accuracy
 KR0148;SPC NV W     - 4,506,480.      807,190.      MT  (+/- 180 meters Scaled)
 KR0148
 KR0148                          SUPERSEDED SURVEY CONTROL
 KR0148
 KR0148  NGVD 29 (??/??/92) 1193.035  (m)         3914.15   (f) ADJ UNCH    1 2
 KR0148
 KR0148.Superseded values are not recommended for survey control.
 KR0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0148.See file dsdata.txt to determine how the superseded data were derived.
 KR0148
 KR0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD706527(NAD 83)
 KR0148_MARKER: DB = BENCH MARK DISK
 KR0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0148_SP_SET: CONCRETE POST
 KR0148_STAMPING: H 383 1955
 KR0148_MARK LOGO: CGS   
 KR0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0148+STABILITY: SURFACE MOTION
 KR0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0148+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2005
 KR0148
 KR0148  HISTORY     - Date     Condition        Report By
 KR0148  HISTORY     - 1955     MONUMENTED       CGS
 KR0148  HISTORY     - 1967     GOOD             NGS
 KR0148  HISTORY     - 1986     GOOD             NGS
 KR0148  HISTORY     - 20051220 GOOD             GEOCAC
 KR0148
 KR0148                          STATION DESCRIPTION
 KR0148
 KR0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0148'6.2 MI SE FROM SALT WELLS.
 KR0148'ABOUT 6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE
 KR0148'STATION AT SALT WELLS, IN SECTION 22, T 17 N, R 31 E, 108 FEET
 KR0148'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 92 FEET EAST OF THE
 KR0148'SOUTHEAST END OF THE NORTHEAST WOODEN HEAD WALL OF A WOODEN CULVERT
 KR0148'UNDER THE HIGHWAY, 15 FEET NORTHEAST OF THE NORTHEAST BANK OF A
 KR0148'DRAINAGE DITCH, 2.3 FEET SOUTHWEST OF A WOODEN WITNESS POST, ABOUT 2
 KR0148'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KR0148'POST WHICH PROJECTS 4 INCHES.
 KR0148
 KR0148                          STATION RECOVERY (1986)
 KR0148
 KR0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0148'RECOVERED IN GOOD CONDITION EXCEPT ADD
 KR0148'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KR0148
 KR0148                          STATION RECOVERY (2005)
 KR0148
 KR0148'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR0148'OBSERVED GPSR COORDINATES N39 18 55.92, W118 30 04.56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0214 ***********************************************************************
 KQ0214  DESIGNATION -  H 384
 KQ0214  PID         -  KQ0214
 KQ0214  STATE/COUNTY-  NV/LANDER
 KQ0214  USGS QUAD   -  AUSTIN (1988)
 KQ0214
 KQ0214                         *CURRENT SURVEY CONTROL
 KQ0214  ___________________________________________________________________
 KQ0214* NAD 83(1986)-  39 29 51.     (N)    117 04 37.     (W)     SCALED    
 KQ0214* NAVD 88     -      1960.295  (meters)    6431.40   (feet)  ADJUSTED  
 KQ0214  ___________________________________________________________________
 KQ0214  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 KQ0214  DYNAMIC HT  -        1958.275 (meters)    6424.77  (feet)  COMP
 KQ0214  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 KQ0214
 KQ0214  VERT ORDER  -  FIRST     CLASS II
 KQ0214
 KQ0214.The horizontal coordinates were scaled from a topographic map and have
 KQ0214.an estimated accuracy of +/- 6 seconds.
 KQ0214
 KQ0214.The orthometric height was determined by differential leveling
 KQ0214.and adjusted by the National Geodetic Survey in June 1991..
 KQ0214
 KQ0214.The geoid height was determined by GEOID03.
 KQ0214
 KQ0214.The dynamic height is computed by dividing the NAVD 88
 KQ0214.geopotential number by the normal gravity value computed on the
 KQ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0214.degrees latitude (g = 980.6199 gals.).
 KQ0214
 KQ0214.The modeled gravity was interpolated from observed gravity values.
 KQ0214
 KQ0214;                    North         East    Units  Estimated Accuracy
 KQ0214;SPC NV C     - 6,526,910.      464,710.      MT  (+/- 180 meters Scaled)
 KQ0214
 KQ0214                          SUPERSEDED SURVEY CONTROL
 KQ0214
 KQ0214  NGVD 29 (??/??/92) 1959.011  (m)         6427.19   (f) ADJ UNCH    1 2
 KQ0214
 KQ0214.Superseded values are not recommended for survey control.
 KQ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0214.See file dsdata.txt to determine how the superseded data were derived.
 KQ0214
 KQ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD933719(NAD 83)
 KQ0214_MARKER: DB = BENCH MARK DISK
 KQ0214_SETTING: 80 = SET IN A BOULDER
 KQ0214_STAMPING: H 384 1955
 KQ0214_MARK LOGO: CGS   
 KQ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0214+STABILITY: SURFACE MOTION
 KQ0214
 KQ0214  HISTORY     - Date     Condition        Report By
 KQ0214  HISTORY     - 1955     MONUMENTED       CGS
 KQ0214  HISTORY     - 1985     GOOD             NGS
 KQ0214
 KQ0214                          STATION DESCRIPTION
 KQ0214
 KQ0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0214'0.5 MI NW FROM AUSTIN.
 KQ0214'0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0214'AUSTIN, NEAR THE MOUTH OF A DRAW, ON THE SOUTHWEST SLOPE OF A HILL, IN
 KQ0214'THE TOP OF AN 8- BY 4-FOOT GRANITE BOULDER PROJECTING 1 1/2 FEET ABOVE
 KQ0214'THE GROUND, 145.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 62
 KQ0214'FEET NORTHWEST OF THE CENTER OF THE MOUTH OF A SMALL TUNNEL, AND ABOUT
 KQ0214'20 FEET HIGHER THAN THE HIGHWAY.
 KQ0214
 KQ0214                          STATION RECOVERY (1985)
 KQ0214
 KQ0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0214'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DUE TO BENCH MARK IS ON
 KQ0214'PRIVATE PROPERTY WITH AN UNFRIENDLY LAND OWNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0148 ***********************************************************************
 KQ0148  DESIGNATION -  H 385
 KQ0148  PID         -  KQ0148
 KQ0148  STATE/COUNTY-  NV/LANDER
 KQ0148  USGS QUAD   -  VIGUS BUTTE (1982)
 KQ0148
 KQ0148                         *CURRENT SURVEY CONTROL
 KQ0148  ___________________________________________________________________
 KQ0148* NAD 83(1986)-  39 30 05.     (N)    117 09 28.     (W)     SCALED    
 KQ0148* NAVD 88     -      1737.199  (meters)    5699.46   (feet)  ADJUSTED  
 KQ0148  ___________________________________________________________________
 KQ0148  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 KQ0148  DYNAMIC HT  -        1735.448 (meters)    5693.72  (feet)  COMP
 KQ0148  MODELED GRAV-     979,557.6   (mgal)                       NAVD 88
 KQ0148
 KQ0148  VERT ORDER  -  FIRST     CLASS II
 KQ0148
 KQ0148.The horizontal coordinates were scaled from a topographic map and have
 KQ0148.an estimated accuracy of +/- 6 seconds.
 KQ0148
 KQ0148.The orthometric height was determined by differential leveling
 KQ0148.and adjusted by the National Geodetic Survey in June 1991..
 KQ0148
 KQ0148.The geoid height was determined by GEOID03.
 KQ0148
 KQ0148.The dynamic height is computed by dividing the NAVD 88
 KQ0148.geopotential number by the normal gravity value computed on the
 KQ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0148.degrees latitude (g = 980.6199 gals.).
 KQ0148
 KQ0148.The modeled gravity was interpolated from observed gravity values.
 KQ0148
 KQ0148;                    North         East    Units  Estimated Accuracy
 KQ0148;SPC NV C     - 6,527,370.      457,760.      MT  (+/- 180 meters Scaled)
 KQ0148
 KQ0148                          SUPERSEDED SURVEY CONTROL
 KQ0148
 KQ0148  NGVD 29 (??/??/92) 1735.946  (m)         5695.35   (f) ADJ UNCH    1 2
 KQ0148
 KQ0148.Superseded values are not recommended for survey control.
 KQ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0148.See file dsdata.txt to determine how the superseded data were derived.
 KQ0148
 KQ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD864724(NAD 83)
 KQ0148_MARKER: DB = BENCH MARK DISK
 KQ0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0148_STAMPING: H 385 1955
 KQ0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0148+STABILITY: SURFACE MOTION
 KQ0148
 KQ0148  HISTORY     - Date     Condition        Report By
 KQ0148  HISTORY     - 1955     MONUMENTED       CGS
 KQ0148
 KQ0148                          STATION DESCRIPTION
 KQ0148
 KQ0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0148'5.1 MI W FROM AUSTIN.
 KQ0148'3.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0148'AUSTIN, THENCE 1.9 MILES NORTHWEST ALONG THE ABANDONED NEVADA CENTRAL
 KQ0148'RAILROAD BED, 3 TELEPHONE POLES SOUTHEAST OF MILEPOLE 87, AT THE
 KQ0148'SOUTHEAST EDGE OF A LARGE MEADOW, 131.9 FEET SOUTHEAST OF BM L 27, 40
 KQ0148'FEET SOUTHWEST OF THE CENTER LINE OF THE RAILROAD BED, 13 FEET
 KQ0148'NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 6 FEET NORTHEAST OF A
 KQ0148'TELEPHONE POLE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 KQ0148'HIGHER THAN THE RAILROAD BED, AND SET IN THE TOP OF A CONCRETE POST
 KQ0148'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0079 ***********************************************************************
 KR0079  DESIGNATION -  H 386
 KR0079  PID         -  KR0079
 KR0079  STATE/COUNTY-  NV/CHURCHILL
 KR0079  USGS QUAD   -  PIROUETTE MTN (1972)
 KR0079
 KR0079                         *CURRENT SURVEY CONTROL
 KR0079  ___________________________________________________________________
 KR0079* NAD 83(1986)-  39 23 11.     (N)    118 09 53.     (W)     SCALED    
 KR0079* NAVD 88     -      1254.379  (meters)    4115.41   (feet)  ADJUSTED  
 KR0079  ___________________________________________________________________
 KR0079  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 KR0079  DYNAMIC HT  -        1253.270 (meters)    4111.77  (feet)  COMP
 KR0079  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 KR0079
 KR0079  VERT ORDER  -  FIRST     CLASS II
 KR0079
 KR0079.The horizontal coordinates were scaled from a topographic map and have
 KR0079.an estimated accuracy of +/- 6 seconds.
 KR0079
 KR0079.The orthometric height was determined by differential leveling
 KR0079.and adjusted by the National Geodetic Survey in June 1991..
 KR0079
 KR0079.The geoid height was determined by GEOID03.
 KR0079
 KR0079.The dynamic height is computed by dividing the NAVD 88
 KR0079.geopotential number by the normal gravity value computed on the
 KR0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0079.degrees latitude (g = 980.6199 gals.).
 KR0079
 KR0079.The modeled gravity was interpolated from observed gravity values.
 KR0079
 KR0079;                    North         East    Units  Estimated Accuracy
 KR0079;SPC NV W     - 4,514,570.      836,060.      MT  (+/- 180 meters Scaled)
 KR0079
 KR0079                          SUPERSEDED SURVEY CONTROL
 KR0079
 KR0079  NGVD 29 (??/??/92) 1253.354  (m)         4112.05   (f) ADJ UNCH    1 2
 KR0079
 KR0079.Superseded values are not recommended for survey control.
 KR0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0079.See file dsdata.txt to determine how the superseded data were derived.
 KR0079
 KR0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD996603(NAD 83)
 KR0079_MARKER: DB = BENCH MARK DISK
 KR0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0079_STAMPING: H 386 1955
 KR0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0079+STABILITY: SURFACE MOTION
 KR0079
 KR0079  HISTORY     - Date     Condition        Report By
 KR0079  HISTORY     - 1955     MONUMENTED       CGS
 KR0079  HISTORY     - 1972     GOOD             USGS
 KR0079
 KR0079                          STATION DESCRIPTION
 KR0079
 KR0079'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KR0079'12.8 MI NE FROM FRENCHMEN STATION.
 KR0079'5.8 MI. EAST ALONG US HWY 50 FROM THE SERVICE STATION AT FRENCHMEN
 KR0079'STATION, THENCE 7.0 MI. NORTH (TOWARDS DIXIE VALLEY) ALONG THE NEW
 KR0079'GRADED ROAD TO BENCH MARK.  580 FT. EAST OF TRIANGULATION STATION
 KR0079'DIXIE, 87 FT. EAST OF CENTER LINE OF COUNTY ROAD, 28 FT. SOUTH OF A
 KR0079'DIM TRACK ROAD EAST AND 15 FT. EAST OF A FENCE LINE.  SET IN THE TOP
 KR0079'OF A CONCRETE POST THAT PROJECTS 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0017 ***********************************************************************
 KR0017  DESIGNATION -  H 387
 KR0017  PID         -  KR0017
 KR0017  STATE/COUNTY-  NV/CHURCHILL
 KR0017  USGS QUAD   -  I X L CANYON (1980)
 KR0017
 KR0017                         *CURRENT SURVEY CONTROL
 KR0017  ___________________________________________________________________
 KR0017* NAD 83(1986)-  39 39 49.     (N)    118 10 25.     (W)     SCALED    
 KR0017* NAVD 88     -      1160.754  (meters)    3808.24   (feet)  ADJUSTED  
 KR0017  ___________________________________________________________________
 KR0017  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 KR0017  DYNAMIC HT  -        1159.776 (meters)    3805.03  (feet)  COMP
 KR0017  MODELED GRAV-     979,744.5   (mgal)                       NAVD 88
 KR0017
 KR0017  VERT ORDER  -  FIRST     CLASS II
 KR0017
 KR0017.The horizontal coordinates were scaled from a topographic map and have
 KR0017.an estimated accuracy of +/- 6 seconds.
 KR0017
 KR0017.The orthometric height was determined by differential leveling
 KR0017.and adjusted by the National Geodetic Survey in June 1991..
 KR0017
 KR0017.The geoid height was determined by GEOID03.
 KR0017
 KR0017.The dynamic height is computed by dividing the NAVD 88
 KR0017.geopotential number by the normal gravity value computed on the
 KR0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0017.degrees latitude (g = 980.6199 gals.).
 KR0017
 KR0017.The modeled gravity was interpolated from observed gravity values.
 KR0017
 KR0017;                    North         East    Units  Estimated Accuracy
 KR0017;SPC NV W     - 4,545,350.      835,160.      MT  (+/- 180 meters Scaled)
 KR0017
 KR0017                          SUPERSEDED SURVEY CONTROL
 KR0017
 KR0017  NGVD 29 (??/??/92) 1159.796  (m)         3805.10   (f) ADJ UNCH    1 2
 KR0017
 KR0017.Superseded values are not recommended for survey control.
 KR0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0017.See file dsdata.txt to determine how the superseded data were derived.
 KR0017
 KR0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD993910(NAD 83)
 KR0017_MARKER: DB = BENCH MARK DISK
 KR0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0017_STAMPING: H 387 1955
 KR0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0017+STABILITY: SURFACE MOTION
 KR0017
 KR0017  HISTORY     - Date     Condition        Report By
 KR0017  HISTORY     - 1955     MONUMENTED       CGS
 KR0017
 KR0017                          STATION DESCRIPTION
 KR0017
 KR0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0017'34.7 MI N FROM FRENCHMAN STATION.
 KR0017'5.0 MILES EAST ALONG U. S. HIGHWAY 50 FROM FRENCHMAN STATION, THENCE
 KR0017'28.0 MILES NORTH ALONG A COUNTY GRADED ROAD LEADING TO DIXIE VALLEY,
 KR0017'THENCE 1.7 MILES SOUTHWEST ALONG A TRACK ROAD LEADING TO I X L CANYON,
 KR0017'AT THE Y JUNCTION OF A DIM TRACK ROAD LEADING SOUTH, 39 FEET SOUTH OF
 KR0017'THE CENTER LINE OF THE ROAD, 21 FEET EAST OF THE CENTER LINE OF THE
 KR0017'TRACK ROAD LEADING SOUTH, 2.2 FEET NORTH OF A WITNESS POST, ABOUT
 KR0017'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KR0017'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0699 ***********************************************************************
 KR0699  DESIGNATION -  H 388
 KR0699  PID         -  KR0699
 KR0699  STATE/COUNTY-  NV/CHURCHILL
 KR0699  USGS QUAD   -  HAZEN (1985)
 KR0699
 KR0699                         *CURRENT SURVEY CONTROL
 KR0699  ___________________________________________________________________
 KR0699* NAD 83(1986)-  39 32 40.     (N)    119 00 21.     (W)     SCALED    
 KR0699* NAVD 88     -      1223.114  (meters)    4012.83   (feet)  ADJUSTED  
 KR0699  ___________________________________________________________________
 KR0699  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 KR0699  DYNAMIC HT  -        1222.067 (meters)    4009.40  (feet)  COMP
 KR0699  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 KR0699
 KR0699  VERT ORDER  -  FIRST     CLASS II
 KR0699
 KR0699.The horizontal coordinates were scaled from a topographic map and have
 KR0699.an estimated accuracy of +/- 6 seconds.
 KR0699
 KR0699.The orthometric height was determined by differential leveling
 KR0699.and adjusted by the National Geodetic Survey in June 1991..
 KR0699
 KR0699.The geoid height was determined by GEOID03.
 KR0699
 KR0699.The dynamic height is computed by dividing the NAVD 88
 KR0699.geopotential number by the normal gravity value computed on the
 KR0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0699.degrees latitude (g = 980.6199 gals.).
 KR0699
 KR0699.The modeled gravity was interpolated from observed gravity values.
 KR0699
 KR0699;                    North         East    Units  Estimated Accuracy
 KR0699;SPC NV W     - 4,532,120.      763,690.      MT  (+/- 180 meters Scaled)
 KR0699
 KR0699                          SUPERSEDED SURVEY CONTROL
 KR0699
 KR0699  NGVD 29 (??/??/92) 1222.164  (m)         4009.72   (f) ADJ UNCH    1 2
 KR0699
 KR0699.Superseded values are not recommended for survey control.
 KR0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0699.See file dsdata.txt to determine how the superseded data were derived.
 KR0699
 KR0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD276791(NAD 83)
 KR0699_MARKER: DB = BENCH MARK DISK
 KR0699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0699_SP_SET: ABUTMENT
 KR0699_STAMPING: H 388 1955
 KR0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0699
 KR0699  HISTORY     - Date     Condition        Report By
 KR0699  HISTORY     - 1955     MONUMENTED       CGS
 KR0699  HISTORY     - 1967     GOOD             NGS
 KR0699  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0699
 KR0699                          STATION DESCRIPTION
 KR0699
 KR0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0699'2.7 MI SE FROM HAZEN.
 KR0699'ABOUT 0.4 MILE EAST ALONG THE OVERLAND ROUTE OF THE SOUTHERN PACIFIC
 KR0699'COMPANY RAILROAD FROM THE RAILROAD TOOL HOUSE AT HAZEN, THENCE 2.3
 KR0699'MILES SOUTHEAST ALONG THE FALLON BRANCH OF THE SOUTHERN PACIFIC
 KR0699'COMPANY RAILROAD, IN SECTION 1, T 20 N, R 26 E, 4 1/2 POLES NORTHWEST
 KR0699'OF MILEPOST NUMBER 291, 7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KR0699'TRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 KR0699'ABUTMENT OF SMALL WOODEN RAILROAD BRIDGE NUMBER 290.87, AND ABOUT 1
 KR0699'FOOT BELOW THE LEVEL OF THE TRACK.
 KR0699
 KR0699                          STATION RECOVERY (1986)
 KR0699
 KR0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0699'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0039 ***********************************************************************
 KR0039  DESIGNATION -  H 389
 KR0039  PID         -  KR0039
 KR0039  STATE/COUNTY-  NV/CHURCHILL
 KR0039  USGS QUAD   -  TABLE MTN (1980)
 KR0039
 KR0039                         *CURRENT SURVEY CONTROL
 KR0039  ___________________________________________________________________
 KR0039* NAD 83(1986)-  39 37 27.     (N)    118 21 36.     (W)     SCALED    
 KR0039* NAVD 88     -      1202.489  (meters)    3945.17   (feet)  ADJUSTED  
 KR0039  ___________________________________________________________________
 KR0039  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 KR0039  DYNAMIC HT  -        1201.470 (meters)    3941.82  (feet)  COMP
 KR0039  MODELED GRAV-     979,738.0   (mgal)                       NAVD 88
 KR0039
 KR0039  VERT ORDER  -  FIRST     CLASS II
 KR0039
 KR0039.The horizontal coordinates were scaled from a topographic map and have
 KR0039.an estimated accuracy of +/- 6 seconds.
 KR0039
 KR0039.The orthometric height was determined by differential leveling
 KR0039.and adjusted by the National Geodetic Survey in June 1991..
 KR0039
 KR0039.The geoid height was determined by GEOID03.
 KR0039
 KR0039.The dynamic height is computed by dividing the NAVD 88
 KR0039.geopotential number by the normal gravity value computed on the
 KR0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0039.degrees latitude (g = 980.6199 gals.).
 KR0039
 KR0039.The modeled gravity was interpolated from observed gravity values.
 KR0039
 KR0039;                    North         East    Units  Estimated Accuracy
 KR0039;SPC NV W     - 4,540,910.      819,170.      MT  (+/- 180 meters Scaled)
 KR0039
 KR0039                          SUPERSEDED SURVEY CONTROL
 KR0039
 KR0039  NGVD 29 (??/??/92) 1201.541  (m)         3942.06   (f) ADJ UNCH    1 2
 KR0039
 KR0039.Superseded values are not recommended for survey control.
 KR0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0039.See file dsdata.txt to determine how the superseded data were derived.
 KR0039
 KR0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD832869(NAD 83)
 KR0039_MARKER: DB = BENCH MARK DISK
 KR0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0039_STAMPING: H 389 1955
 KR0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0039+STABILITY: SURFACE MOTION
 KR0039
 KR0039  HISTORY     - Date     Condition        Report By
 KR0039  HISTORY     - 1955     MONUMENTED       CGS
 KR0039
 KR0039                          STATION DESCRIPTION
 KR0039
 KR0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0039'2.5 MI SW FROM DESERT WELL.
 KR0039'0.3 MILE SOUTH ALONG A TRACK ROAD FROM DESERT WELL, THENCE 2.2 MILES
 KR0039'SOUTHWEST ALONG A COUNTY GRADED ROAD, 51 FEET NORTHWEST OF THE CENTER
 KR0039'LINE OF THE ROAD, 1.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 KR0039'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 KR0039'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0250 ***********************************************************************
 MT0250  DESIGNATION -  H 39
 MT0250  PID         -  MT0250
 MT0250  STATE/COUNTY-  NV/ELKO
 MT0250  USGS QUAD   -  WILKINS (1968)
 MT0250
 MT0250                         *CURRENT SURVEY CONTROL
 MT0250  ___________________________________________________________________
 MT0250* NAD 83(1986)-  41 28 36.     (N)    114 48 46.     (W)     SCALED    
 MT0250* NAVD 88     -      1812.907  (meters)    5947.85   (feet)  ADJUSTED  
 MT0250  ___________________________________________________________________
 MT0250  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 MT0250  DYNAMIC HT  -        1811.479 (meters)    5943.16  (feet)  COMP
 MT0250  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 MT0250
 MT0250  VERT ORDER  -  SECOND    CLASS 0
 MT0250
 MT0250.The horizontal coordinates were scaled from a topographic map and have
 MT0250.an estimated accuracy of +/- 6 seconds.
 MT0250
 MT0250.The orthometric height was determined by differential leveling
 MT0250.and adjusted by the National Geodetic Survey in June 1991..
 MT0250
 MT0250.The geoid height was determined by GEOID03.
 MT0250
 MT0250.The dynamic height is computed by dividing the NAVD 88
 MT0250.geopotential number by the normal gravity value computed on the
 MT0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0250.degrees latitude (g = 980.6199 gals.).
 MT0250
 MT0250.The modeled gravity was interpolated from observed gravity values.
 MT0250
 MT0250;                    North         East    Units  Estimated Accuracy
 MT0250;SPC NV E     - 8,746,870.      264,360.      MT  (+/- 180 meters Scaled)
 MT0250
 MT0250                          SUPERSEDED SURVEY CONTROL
 MT0250
 MT0250  NGVD 29 (??/??/92) 1811.732  (m)         5943.99   (f) ADJ UNCH    2 0
 MT0250
 MT0250.Superseded values are not recommended for survey control.
 MT0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0250.See file dsdata.txt to determine how the superseded data were derived.
 MT0250
 MT0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF826939(NAD 83)
 MT0250_MARKER: DB = BENCH MARK DISK
 MT0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0250_STAMPING: H 39 1934
 MT0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0250+STABILITY: SURFACE MOTION
 MT0250
 MT0250  HISTORY     - Date     Condition        Report By
 MT0250  HISTORY     - 1934     MONUMENTED       CGS
 MT0250  HISTORY     - 1958     GOOD             NGS
 MT0250
 MT0250                          STATION DESCRIPTION
 MT0250
 MT0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0250'16.1 MI S FROM HENRY.
 MT0250'16.1 MILES SOUTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE WATER
 MT0250'TANK AT HENRY, 1.0 MILE NORTH ALONG A TRACK ROAD FROM BENCH MARK W
 MT0250'179, 6 TELEPHONE POLES SOUTH AND ACROSS THE TRACK FROM MILEPOLE 91, 98
 MT0250'1/2 FEET EAST OF THE EAST RAIL, 6 FEET WEST OF THE CENTER LINE OF THE
 MT0250'ROAD, 2 FEET SOUTH OF A WITNESS POST, 1.9 FEET EAST OF A RIGHT-OF-WAY
 MT0250'FENCE, 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 MT0250'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0072 ***********************************************************************
 KQ0072  DESIGNATION -  H 390
 KQ0072  PID         -  KQ0072
 KQ0072  STATE/COUNTY-  NV/LANDER
 KQ0072  USGS QUAD   -  CAPE HORN (1989)
 KQ0072
 KQ0072                         *CURRENT SURVEY CONTROL
 KQ0072  ___________________________________________________________________
 KQ0072* NAD 83(1986)-  39 23 21.     (N)    116 50 28.     (W)     SCALED    
 KQ0072* NAVD 88     -      1747.235  (meters)    5732.39   (feet)  ADJUSTED  
 KQ0072  ___________________________________________________________________
 KQ0072  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 KQ0072  DYNAMIC HT  -        1745.482 (meters)    5726.64  (feet)  COMP
 KQ0072  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 KQ0072
 KQ0072  VERT ORDER  -  FIRST     CLASS II
 KQ0072
 KQ0072.The horizontal coordinates were scaled from a topographic map and have
 KQ0072.an estimated accuracy of +/- 6 seconds.
 KQ0072
 KQ0072.The orthometric height was determined by differential leveling
 KQ0072.and adjusted by the National Geodetic Survey in June 1991..
 KQ0072
 KQ0072.The geoid height was determined by GEOID03.
 KQ0072
 KQ0072.The dynamic height is computed by dividing the NAVD 88
 KQ0072.geopotential number by the normal gravity value computed on the
 KQ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0072.degrees latitude (g = 980.6199 gals.).
 KQ0072
 KQ0072.The modeled gravity was interpolated from observed gravity values.
 KQ0072
 KQ0072;                    North         East    Units  Estimated Accuracy
 KQ0072;SPC NV C     - 6,514,810.      484,970.      MT  (+/- 180 meters Scaled)
 KQ0072
 KQ0072                          SUPERSEDED SURVEY CONTROL
 KQ0072
 KQ0072  NGVD 29 (??/??/92) 1746.005  (m)         5728.35   (f) ADJ UNCH    1 2
 KQ0072
 KQ0072.Superseded values are not recommended for survey control.
 KQ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0072.See file dsdata.txt to determine how the superseded data were derived.
 KQ0072
 KQ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND136599(NAD 83)
 KQ0072_MARKER: DB = BENCH MARK DISK
 KQ0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KQ0072_SP_SET: CULVERT
 KQ0072_STAMPING: H 390 1955
 KQ0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0072
 KQ0072  HISTORY     - Date     Condition        Report By
 KQ0072  HISTORY     - 1955     MONUMENTED       CGS
 KQ0072  HISTORY     - 1957     MARK NOT FOUND   USGS
 KQ0072
 KQ0072                          STATION DESCRIPTION
 KQ0072
 KQ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0072'17.2 MI SE FROM AUSTIN.
 KQ0072'17.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0072'AT AUSTIN, 0.5 MILE EAST OF TRIANGULATION STATION FLAT, 0.3 MILE EAST
 KQ0072'OF THE T JUNCTION OF A GRAVELED ROAD LEADING SOUTH TO A TUNSTEN MINE,
 KQ0072'AT AN 18-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE
 KQ0072'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL, 21.8 FEET SOUTHEAST
 KQ0072'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 KQ0072'HIGHWAY.  NOTE-- ALL CULVERTS IN THIS AREA WERE TORN OUT BY THE
 KQ0072'CONSTRUCTION COMPANY IN WIDENING AND RESURFACING OF HIGHWAY 50.
 KQ0072
 KQ0072                          STATION RECOVERY (1957)
 KQ0072
 KQ0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KQ0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0128 ***********************************************************************
 MU0128  DESIGNATION -  H 391
 MU0128  PID         -  MU0128
 MU0128  STATE/COUNTY-  NV/ELKO
 MU0128  USGS QUAD   -  STAR VALLEY RIDGE SW (1973)
 MU0128
 MU0128                         *CURRENT SURVEY CONTROL
 MU0128  ___________________________________________________________________
 MU0128* NAD 83(1986)-  41 48 38.     (N)    116 55 43.     (W)     SCALED    
 MU0128* NAVD 88     -      1613.776  (meters)    5294.53   (feet)  ADJUSTED  
 MU0128  ___________________________________________________________________
 MU0128  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 MU0128  DYNAMIC HT  -        1612.611 (meters)    5290.71  (feet)  COMP
 MU0128  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 MU0128
 MU0128  VERT ORDER  -  SECOND    CLASS 0
 MU0128
 MU0128.The horizontal coordinates were scaled from a topographic map and have
 MU0128.an estimated accuracy of +/- 6 seconds.
 MU0128
 MU0128.The orthometric height was determined by differential leveling
 MU0128.and adjusted by the National Geodetic Survey in June 1991..
 MU0128
 MU0128.The geoid height was determined by GEOID03.
 MU0128
 MU0128.The dynamic height is computed by dividing the NAVD 88
 MU0128.geopotential number by the normal gravity value computed on the
 MU0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0128.degrees latitude (g = 980.6199 gals.).
 MU0128
 MU0128.The modeled gravity was interpolated from observed gravity values.
 MU0128
 MU0128;                    North         East    Units  Estimated Accuracy
 MU0128;SPC NV E     - 8,784,530.       88,220.      MT  (+/- 180 meters Scaled)
 MU0128
 MU0128                          SUPERSEDED SURVEY CONTROL
 MU0128
 MU0128  NGVD 29 (??/??/92) 1612.664  (m)         5290.88   (f) ADJ UNCH    2 0
 MU0128
 MU0128.Superseded values are not recommended for survey control.
 MU0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0128.See file dsdata.txt to determine how the superseded data were derived.
 MU0128
 MU0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG059287(NAD 83)
 MU0128_MARKER: DB = BENCH MARK DISK
 MU0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0128_STAMPING: H 391 1963
 MU0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0128+STABILITY: SURFACE MOTION
 MU0128
 MU0128  HISTORY     - Date     Condition        Report By
 MU0128  HISTORY     - 1963     MONUMENTED       CGS
 MU0128
 MU0128                          STATION DESCRIPTION
 MU0128
 MU0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0128'40.8 MI NW FROM I L RANCH.
 MU0128'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0128'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 18.9, MILES
 MU0128'NORTHWEST ALONG A DIRT ROAD, THENCE 2.5 MILES NORTHWEST ALONG A DIRT
 MU0128'ROAD, THENCE 1.95 MILES WEST ALONG A TRACK ROAD, 18 FEET NORTH OF THE
 MU0128'CENTER LINE OF THE ROAD, 2.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 MU0128'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 MU0128'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0152 ***********************************************************************
 MU0152  DESIGNATION -  H 392
 MU0152  PID         -  MU0152
 MU0152  STATE/COUNTY-  NV/ELKO
 MU0152  USGS QUAD   -  DESERT RANCH (1974)
 MU0152
 MU0152                         *CURRENT SURVEY CONTROL
 MU0152  ___________________________________________________________________
 MU0152* NAD 83(1986)-  41 42 37.     (N)    116 33 11.     (W)     SCALED    
 MU0152* NAVD 88     -      1539.995  (meters)    5052.47   (feet)  ADJUSTED  
 MU0152  ___________________________________________________________________
 MU0152  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 MU0152  DYNAMIC HT  -        1538.866 (meters)    5048.76  (feet)  COMP
 MU0152  MODELED GRAV-     979,835.9   (mgal)                       NAVD 88
 MU0152
 MU0152  VERT ORDER  -  SECOND    CLASS 0
 MU0152
 MU0152.The horizontal coordinates were scaled from a topographic map and have
 MU0152.an estimated accuracy of +/- 6 seconds.
 MU0152
 MU0152.The orthometric height was determined by differential leveling
 MU0152.and adjusted by the National Geodetic Survey in June 1991..
 MU0152
 MU0152.The geoid height was determined by GEOID03.
 MU0152
 MU0152.The dynamic height is computed by dividing the NAVD 88
 MU0152.geopotential number by the normal gravity value computed on the
 MU0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0152.degrees latitude (g = 980.6199 gals.).
 MU0152
 MU0152.The modeled gravity was interpolated from observed gravity values.
 MU0152
 MU0152;                    North         East    Units  Estimated Accuracy
 MU0152;SPC NV E     - 8,772,980.      119,300.      MT  (+/- 180 meters Scaled)
 MU0152
 MU0152                          SUPERSEDED SURVEY CONTROL
 MU0152
 MU0152  NGVD 29 (??/??/92) 1538.880  (m)         5048.81   (f) ADJ UNCH    2 0
 MU0152
 MU0152.Superseded values are not recommended for survey control.
 MU0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0152.See file dsdata.txt to determine how the superseded data were derived.
 MU0152
 MU0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG371177(NAD 83)
 MU0152_MARKER: DB = BENCH MARK DISK
 MU0152_SETTING: 66 = SET IN ROCK OUTCROP
 MU0152_SP_SET: ROCK OUTCROP
 MU0152_STAMPING: H 392 1963
 MU0152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0152+STABILITY: POSITION/ELEVATION WELL
 MU0152
 MU0152  HISTORY     - Date     Condition        Report By
 MU0152  HISTORY     - 1963     MONUMENTED       CGS
 MU0152
 MU0152                          STATION DESCRIPTION
 MU0152
 MU0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0152'16.75 MI NW FROM I L RANCH.
 MU0152'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0152'THENCE 12.7 MILES NORTH ALONG A DIRT ROAD, ON THE INSIDE OF A CURVE,
 MU0152'ACROSS THE ROAD AND IN LINE WITH THE WEST SHORE OF CHIMNEY CREEK
 MU0152'RESERVIOR, IN THE TOP OF A 4- BY 5-FOOT OUTCROP, 117 FEET NORTHWEST OF
 MU0152'THE NORTH END OF A GATE, 36 FEET NORTHEAST OF THE CENTER LINE OF THE
 MU0152'ROAD, 3.2 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 MU0152'ROAD, AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0077 ***********************************************************************
 MU0077  DESIGNATION -  H 393
 MU0077  PID         -  MU0077
 MU0077  STATE/COUNTY-  NV/ELKO
 MU0077  USGS QUAD   -  CORNUCOPIA RIDGE (1987)
 MU0077
 MU0077                         *CURRENT SURVEY CONTROL
 MU0077  ___________________________________________________________________
 MU0077* NAD 83(1986)-  41 36 08.     (N)    116 16 32.     (W)     SCALED    
 MU0077* NAVD 88     -      1677.486  (meters)    5503.55   (feet)  ADJUSTED  
 MU0077  ___________________________________________________________________
 MU0077  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 MU0077  DYNAMIC HT  -        1676.198 (meters)    5499.33  (feet)  COMP
 MU0077  MODELED GRAV-     979,796.0   (mgal)                       NAVD 88
 MU0077
 MU0077  VERT ORDER  -  SECOND    CLASS 0
 MU0077
 MU0077.The horizontal coordinates were scaled from a topographic map and have
 MU0077.an estimated accuracy of +/- 6 seconds.
 MU0077
 MU0077.The orthometric height was determined by differential leveling
 MU0077.and adjusted by the National Geodetic Survey in June 1991..
 MU0077
 MU0077.The geoid height was determined by GEOID03.
 MU0077
 MU0077.The dynamic height is computed by dividing the NAVD 88
 MU0077.geopotential number by the normal gravity value computed on the
 MU0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0077.degrees latitude (g = 980.6199 gals.).
 MU0077
 MU0077.The modeled gravity was interpolated from observed gravity values.
 MU0077
 MU0077;                    North         East    Units  Estimated Accuracy
 MU0077;SPC NV E     - 8,760,750.      142,300.      MT  (+/- 180 meters Scaled)
 MU0077
 MU0077                          SUPERSEDED SURVEY CONTROL
 MU0077
 MU0077  NGVD 29 (??/??/92) 1676.330  (m)         5499.76   (f) ADJ UNCH    2 0
 MU0077
 MU0077.Superseded values are not recommended for survey control.
 MU0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0077.See file dsdata.txt to determine how the superseded data were derived.
 MU0077
 MU0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG603058(NAD 83)
 MU0077_MARKER: DB = BENCH MARK DISK
 MU0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0077_STAMPING: H 393 1963
 MU0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0077+STABILITY: SURFACE MOTION
 MU0077
 MU0077  HISTORY     - Date     Condition        Report By
 MU0077  HISTORY     - 1963     MONUMENTED       CGS
 MU0077
 MU0077                          STATION DESCRIPTION
 MU0077
 MU0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0077'9.3 MI E FROM I L RANCH.
 MU0077'9.3 MILES EAST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0077'AT THE Y JUNCTION OF A DIRT ROAD NORTH TO WILSON RESERVOIR, 49 FEET
 MU0077'NORTHEAST OF THE CENTER LINE OF THE ROAD, 27 FEET WEST OF THE CENTER
 MU0077'LINE OF THE ROAD NORTH, 2.8 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 MU0077'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MU0077'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0323 ***********************************************************************
 LQ0323  DESIGNATION -  H 395
 LQ0323  PID         -  LQ0323
 LQ0323  STATE/COUNTY-  NV/ELKO
 LQ0323  USGS QUAD   -  MEDICINE SPRING (1984)
 LQ0323
 LQ0323                         *CURRENT SURVEY CONTROL
 LQ0323  ___________________________________________________________________
 LQ0323* NAD 83(1986)-  40 22 09.     (N)    115 14 08.     (W)     SCALED    
 LQ0323* NAVD 88     -      1836.199  (meters)    6024.26   (feet)  ADJUSTED  
 LQ0323  ___________________________________________________________________
 LQ0323  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 LQ0323  DYNAMIC HT  -        1834.475 (meters)    6018.61  (feet)  COMP
 LQ0323  MODELED GRAV-     979,621.3   (mgal)                       NAVD 88
 LQ0323
 LQ0323  VERT ORDER  -  SECOND    CLASS 0
 LQ0323
 LQ0323.The horizontal coordinates were scaled from a topographic map and have
 LQ0323.an estimated accuracy of +/- 6 seconds.
 LQ0323
 LQ0323.The orthometric height was determined by differential leveling
 LQ0323.and adjusted by the National Geodetic Survey in June 1991..
 LQ0323
 LQ0323.The geoid height was determined by GEOID03.
 LQ0323
 LQ0323.The dynamic height is computed by dividing the NAVD 88
 LQ0323.geopotential number by the normal gravity value computed on the
 LQ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0323.degrees latitude (g = 980.6199 gals.).
 LQ0323
 LQ0323.The modeled gravity was interpolated from observed gravity values.
 LQ0323
 LQ0323;                    North         East    Units  Estimated Accuracy
 LQ0323;SPC NV E     - 8,623,660.      229,540.      MT  (+/- 180 meters Scaled)
 LQ0323
 LQ0323                          SUPERSEDED SURVEY CONTROL
 LQ0323
 LQ0323  NGVD 29 (??/??/92) 1835.007  (m)         6020.35   (f) ADJ UNCH    2 0
 LQ0323
 LQ0323.Superseded values are not recommended for survey control.
 LQ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0323.See file dsdata.txt to determine how the superseded data were derived.
 LQ0323
 LQ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE498702(NAD 83)
 LQ0323_MARKER: DB = BENCH MARK DISK
 LQ0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0323_STAMPING: H 395 1963
 LQ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0323+STABILITY: SURFACE MOTION
 LQ0323
 LQ0323  HISTORY     - Date     Condition        Report By
 LQ0323  HISTORY     - 1963     MONUMENTED       CGS
 LQ0323
 LQ0323                          STATION DESCRIPTION
 LQ0323
 LQ0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0323'22.6 MI SE FROM RUBY VALLEY.
 LQ0323'8.0 MILES SOUTH ALONG A ROAD FROM THE ROCK HOUSE RANCH AT RUBY VALLEY,
 LQ0323'THENCE 14.6 MILES EAST AND NORTHEAST ALONG A ROAD, 0.45 MILES
 LQ0323'NORTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTH, 40 FEET NORTHWEST
 LQ0323'OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTHWEST OF A WITNESS POST,
 LQ0323'ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LQ0323'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0232 ***********************************************************************
 LQ0232  DESIGNATION -  H 396
 LQ0232  PID         -  LQ0232
 LQ0232  STATE/COUNTY-  NV/ELKO
 LQ0232  USGS QUAD   -  PALOMINO WELL (1984)
 LQ0232
 LQ0232                         *CURRENT SURVEY CONTROL
 LQ0232  ___________________________________________________________________
 LQ0232* NAD 83(1986)-  40 23 38.     (N)    114 55 31.     (W)     SCALED    
 LQ0232* NAVD 88     -      1869.770  (meters)    6134.40   (feet)  ADJUSTED  
 LQ0232  ___________________________________________________________________
 LQ0232  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 LQ0232  DYNAMIC HT  -        1868.021 (meters)    6128.67  (feet)  COMP
 LQ0232  MODELED GRAV-     979,623.4   (mgal)                       NAVD 88
 LQ0232
 LQ0232  VERT ORDER  -  SECOND    CLASS 0
 LQ0232
 LQ0232.The horizontal coordinates were scaled from a topographic map and have
 LQ0232.an estimated accuracy of +/- 6 seconds.
 LQ0232
 LQ0232.The orthometric height was determined by differential leveling
 LQ0232.and adjusted by the National Geodetic Survey in June 1991..
 LQ0232
 LQ0232.The geoid height was determined by GEOID03.
 LQ0232
 LQ0232.The dynamic height is computed by dividing the NAVD 88
 LQ0232.geopotential number by the normal gravity value computed on the
 LQ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0232.degrees latitude (g = 980.6199 gals.).
 LQ0232
 LQ0232.The modeled gravity was interpolated from observed gravity values.
 LQ0232
 LQ0232;                    North         East    Units  Estimated Accuracy
 LQ0232;SPC NV E     - 8,626,550.      255,860.      MT  (+/- 180 meters Scaled)
 LQ0232
 LQ0232                          SUPERSEDED SURVEY CONTROL
 LQ0232
 LQ0232  NGVD 29 (??/??/92) 1868.580  (m)         6130.50   (f) ADJ UNCH    2 0
 LQ0232
 LQ0232.Superseded values are not recommended for survey control.
 LQ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0232.See file dsdata.txt to determine how the superseded data were derived.
 LQ0232
 LQ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE760735(NAD 83)
 LQ0232_MARKER: DB = BENCH MARK DISK
 LQ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0232_STAMPING: H 396 1963
 LQ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0232+STABILITY: SURFACE MOTION
 LQ0232
 LQ0232  HISTORY     - Date     Condition        Report By
 LQ0232  HISTORY     - 1963     MONUMENTED       CGS
 LQ0232
 LQ0232                          STATION DESCRIPTION
 LQ0232
 LQ0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0232'14.75 MI NW FROM CURRIE.
 LQ0232'4.95 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE RAILROAD CROSSING
 LQ0232'AT CURRIE, THENCE 9.8 MILES NORTHWEST ALONG A ROAD, 0.55 MILE
 LQ0232'SOUTHEAST OF THE JUNCTION OF A NORTH-NORTHEAST-SOUTH-SOUTHWEST
 LQ0232'GRAVELED ROAD, 29 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.8
 LQ0232'FEET NORTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE
 LQ0232'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LQ0232'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0211 ***********************************************************************
 MV0211  DESIGNATION -  H 397
 MV0211  PID         -  MV0211
 MV0211  STATE/COUNTY-  NV/WASHOE
 MV0211  USGS QUAD   -  COLEMAN CANYON (1966)
 MV0211
 MV0211                         *CURRENT SURVEY CONTROL
 MV0211  ___________________________________________________________________
 MV0211* NAD 83(1986)-  41 56 52.     (N)    119 38 03.     (W)     SCALED    
 MV0211* NAVD 88     -      1778.609  (meters)    5835.32   (feet)  ADJUSTED  
 MV0211  ___________________________________________________________________
 MV0211  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 MV0211  DYNAMIC HT  -        1777.281 (meters)    5830.96  (feet)  COMP
 MV0211  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 MV0211
 MV0211  VERT ORDER  -  SECOND    CLASS 0
 MV0211
 MV0211.The horizontal coordinates were scaled from a topographic map and have
 MV0211.an estimated accuracy of +/- 6 seconds.
 MV0211
 MV0211.The orthometric height was determined by differential leveling
 MV0211.and adjusted by the National Geodetic Survey in June 1991..
 MV0211
 MV0211.The geoid height was determined by GEOID03.
 MV0211
 MV0211.The dynamic height is computed by dividing the NAVD 88
 MV0211.geopotential number by the normal gravity value computed on the
 MV0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0211.degrees latitude (g = 980.6199 gals.).
 MV0211
 MV0211.The modeled gravity was interpolated from observed gravity values.
 MV0211
 MV0211;                    North         East    Units  Estimated Accuracy
 MV0211;SPC NV W     - 4,799,430.      712,880.      MT  (+/- 180 meters Scaled)
 MV0211
 MV0211                          SUPERSEDED SURVEY CONTROL
 MV0211
 MV0211  NGVD 29 (??/??/92) 1777.355  (m)         5831.21   (f) ADJ UNCH    2 0
 MV0211
 MV0211.Superseded values are not recommended for survey control.
 MV0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0211.See file dsdata.txt to determine how the superseded data were derived.
 MV0211
 MV0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG816473(NAD 83)
 MV0211_MARKER: DB = BENCH MARK DISK
 MV0211_SETTING: 80 = SET IN A BOULDER
 MV0211_SP_SET: BOULDER
 MV0211_STAMPING: H 397 1965
 MV0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0211+STABILITY: SURFACE MOTION
 MV0211
 MV0211  HISTORY     - Date     Condition        Report By
 MV0211  HISTORY     - 1965     MONUMENTED       CGS
 MV0211
 MV0211                          STATION DESCRIPTION
 MV0211
 MV0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0211'7.15 MI  W FROM IXL RANCH.
 MV0211'0.45 MILE SOUTH ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0211'THENCE 6.7 MILES WEST ALONG A ROAD, AT THE CREST OF A HILL, IN THE
 MV0211'SADDLE OF A 4- BY 4-FOOT BOULDER PROJECTING ABOUT 2 FEET ABOVE THE
 MV0211'GROUND, ABOUT 150 YARDS NORTHEAST OF A LARGE CEDAR TREE, 63 FEET SOUTH
 MV0211'OF THE CENTER LINE OF THE ROAD, AND ABOUT 6 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0113 ***********************************************************************
 MV0113  DESIGNATION -  H 398
 MV0113  PID         -  MV0113
 MV0113  STATE/COUNTY-  NV/WASHOE
 MV0113  USGS QUAD   -  CATNIP CANYON (1966)
 MV0113
 MV0113                         *CURRENT SURVEY CONTROL
 MV0113  ___________________________________________________________________
 MV0113* NAD 83(1986)-  41 54 46.     (N)    119 27 37.     (W)     SCALED    
 MV0113* NAVD 88     -      1766.254  (meters)    5794.78   (feet)  ADJUSTED  
 MV0113  ___________________________________________________________________
 MV0113  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 MV0113  DYNAMIC HT  -        1764.932 (meters)    5790.45  (feet)  COMP
 MV0113  MODELED GRAV-     979,810.9   (mgal)                       NAVD 88
 MV0113
 MV0113  VERT ORDER  -  SECOND    CLASS 0
 MV0113
 MV0113.The horizontal coordinates were scaled from a topographic map and have
 MV0113.an estimated accuracy of +/- 6 seconds.
 MV0113
 MV0113.The orthometric height was determined by differential leveling
 MV0113.and adjusted by the National Geodetic Survey in June 1991..
 MV0113
 MV0113.The geoid height was determined by GEOID03.
 MV0113
 MV0113.The dynamic height is computed by dividing the NAVD 88
 MV0113.geopotential number by the normal gravity value computed on the
 MV0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0113.degrees latitude (g = 980.6199 gals.).
 MV0113
 MV0113.The modeled gravity was interpolated from observed gravity values.
 MV0113
 MV0113;                    North         East    Units  Estimated Accuracy
 MV0113;SPC NV W     - 4,795,380.      727,250.      MT  (+/- 180 meters Scaled)
 MV0113
 MV0113                          SUPERSEDED SURVEY CONTROL
 MV0113
 MV0113  NGVD 29 (??/??/92) 1765.016  (m)         5790.72   (f) ADJ UNCH    2 0
 MV0113
 MV0113.Superseded values are not recommended for survey control.
 MV0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0113.See file dsdata.txt to determine how the superseded data were derived.
 MV0113
 MV0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG959430(NAD 83)
 MV0113_MARKER: DB = BENCH MARK DISK
 MV0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MV0113_SP_SET: FOUNDATION
 MV0113_STAMPING: H 398 1965
 MV0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0113
 MV0113  HISTORY     - Date     Condition        Report By
 MV0113  HISTORY     - 1965     MONUMENTED       CGS
 MV0113
 MV0113                          STATION DESCRIPTION
 MV0113
 MV0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0113'6.4 MI SE FROM IXL RANCH.
 MV0113'4.8 MILES SOUTHEAST ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0113'THENCE 1.6 MILES EAST ALONG STATE HIGHWAY 34A, NEAR A CAMP GROUNDS
 MV0113'WHICH IS ON THE SOUTH SIDE OF CATNIP RESERVOIR, IN THE TOP AND AT THE
 MV0113'SOUTHEAST CORNER OF A 10- BY 10-FOOT CONCRETE FOUNDATION FOR A
 MV0113'FIREPLACE, ABOUT 150 YARDS NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MV0113'1.0 FOOT EAST OF THE SOUTHEAST CORNER OF THE FIREPLACE, AND ABOUT
 MV0113'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1318 ***********************************************************************
 GR1318  DESIGNATION -  H 399
 GR1318  PID         -  GR1318
 GR1318  STATE/COUNTY-  NV/CLARK
 GR1318  USGS QUAD   -  LAS VEGAS SE (1984)
 GR1318
 GR1318                         *CURRENT SURVEY CONTROL
 GR1318  ___________________________________________________________________
 GR1318* NAD 83(1986)-  36 03 27.     (N)    115 00 09.     (W)     SCALED    
 GR1318* NAVD 88     -       514.020  (meters)    1686.41   (feet)  ADJUSTED  
 GR1318  ___________________________________________________________________
 GR1318  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR1318  DYNAMIC HT  -         513.501 (meters)    1684.71  (feet)  COMP
 GR1318  MODELED GRAV-     979,608.2   (mgal)                       NAVD 88
 GR1318
 GR1318  VERT ORDER  -  FIRST     CLASS II
 GR1318
 GR1318.The horizontal coordinates were scaled from a topographic map and have
 GR1318.an estimated accuracy of +/- 6 seconds.
 GR1318
 GR1318.The orthometric height was determined by differential leveling
 GR1318.and adjusted by the National Geodetic Survey in June 1991..
 GR1318
 GR1318.The geoid height was determined by GEOID03.
 GR1318
 GR1318.The dynamic height is computed by dividing the NAVD 88
 GR1318.geopotential number by the normal gravity value computed on the
 GR1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1318.degrees latitude (g = 980.6199 gals.).
 GR1318
 GR1318.The modeled gravity was interpolated from observed gravity values.
 GR1318
 GR1318;                    North         East    Units  Estimated Accuracy
 GR1318;SPC NV E     - 8,145,210.      252,330.      MT  (+/- 180 meters Scaled)
 GR1318
 GR1318                          SUPERSEDED SURVEY CONTROL
 GR1318
 GR1318.No superseded survey control is available for this station.
 GR1318
 GR1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV799921(NAD 83)
 GR1318_MARKER: DB = BENCH MARK DISK
 GR1318_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1318_SP_SET: STAINLESS STEEL ROD
 GR1318_STAMPING: H 399 1980
 GR1318_PROJECTION: FLUSH
 GR1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1318_ROD/PIPE-DEPTH: 6.7  meters
 GR1318
 GR1318  HISTORY     - Date     Condition        Report By
 GR1318  HISTORY     - 1980     MONUMENTED       NGS
 GR1318
 GR1318                          STATION DESCRIPTION
 GR1318
 GR1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GR1318'18.0 KM SE FROM LAS VEGAS.
 GR1318'18.0 KILOMETERS (11.2 MILES) SOUTHEAST ALONG U. S. HIGHWAY 93 AND 95
 GR1318'FROM THE UNION PACIFIC RAILROAD STATION (UNION PLAZA HOTEL) IN LAS
 GR1318'VEGAS, 0.25 KILOMETER (0.15 MILE) SOUTHEAST OF THE PITTMAN POST
 GR1318'OFFICE, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF ROLLY STREET,
 GR1318'43.9 METERS (144 FEET) SOUTHWEST OF THE SOUTHWEST CURB OF THE
 GR1318'HIGHWAY, 8.9 METERS (29.2 FEET) SOUTHEAST OF THE SOUTHEAST EDGE OF
 GR1318'THE ASPHALT PARKING LOT FOR THE 7-11 STORE, 2.8 METERS (9 FEET)
 GR1318'NORTHWEST OF POWER POLE 19712NP AND 2.5 METERS (8.1 FEET) SOUTHEAST
 GR1318'OF POWER POLE 19711NP.
 GR1318'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0208 ***********************************************************************
 MT0208  DESIGNATION -  H 4
 MT0208  PID         -  MT0208
 MT0208  STATE/COUNTY-  NV/ELKO
 MT0208  USGS QUAD   -  WELLS PEAK (1968)
 MT0208
 MT0208                         *CURRENT SURVEY CONTROL
 MT0208  ___________________________________________________________________
 MT0208* NAD 83(1986)-  41 08 43.     (N)    114 45 32.     (W)     SCALED    
 MT0208* NAVD 88     -      1867.670  (meters)    6127.51   (feet)  ADJUSTED  
 MT0208  ___________________________________________________________________
 MT0208  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 MT0208  DYNAMIC HT  -        1866.107 (meters)    6122.39  (feet)  COMP
 MT0208  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 MT0208
 MT0208  VERT ORDER  -  FIRST     CLASS II
 MT0208
 MT0208.The horizontal coordinates were scaled from a topographic map and have
 MT0208.an estimated accuracy of +/- 6 seconds.
 MT0208
 MT0208.The orthometric height was determined by differential leveling
 MT0208.and adjusted by the National Geodetic Survey in June 1991..
 MT0208
 MT0208.The geoid height was determined by GEOID03.
 MT0208
 MT0208.The dynamic height is computed by dividing the NAVD 88
 MT0208.geopotential number by the normal gravity value computed on the
 MT0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0208.degrees latitude (g = 980.6199 gals.).
 MT0208
 MT0208.The modeled gravity was interpolated from observed gravity values.
 MT0208
 MT0208;                    North         East    Units  Estimated Accuracy
 MT0208;SPC NV E     - 8,710,110.      269,210.      MT  (+/- 180 meters Scaled)
 MT0208
 MT0208                          SUPERSEDED SURVEY CONTROL
 MT0208
 MT0208  NGVD 29 (??/??/92) 1866.493  (m)         6123.65   (f) ADJ UNCH    1 2
 MT0208
 MT0208.Superseded values are not recommended for survey control.
 MT0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0208.See file dsdata.txt to determine how the superseded data were derived.
 MT0208
 MT0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF880573(NAD 83)
 MT0208_MARKER: Z = SEE DESCRIPTION
 MT0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0208
 MT0208  HISTORY     - Date     Condition        Report By
 MT0208  HISTORY     - 1911     MONUMENTED       CGS
 MT0208  HISTORY     - 1953     GOOD             NGS
 MT0208  HISTORY     - 1984     GOOD             NGS
 MT0208
 MT0208                          STATION DESCRIPTION
 MT0208
 MT0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0208'4.1 MI NE FROM MOOR.
 MT0208'4.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0208'THE STATION AT MOOR, 0.1 MILE (5 POLES) NORTHEAST OF MILEPOLE 620, AT
 MT0208'ANTHONY SIDING, 93.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 MT0208'TRACK, 89 FEET SOUTH OF THE SIDING SIGN, 42 FEET SOUTHEAST OF A
 MT0208'TELEPHONE POLE, 3.8 FEET NORTHWEST OF A FENCE, 2.2 FEET NORTHEAST OF A
 MT0208'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE TRACK, AND FLANKED BY THE
 MT0208'CHISELED LETTERS USBM IN THE TOP OF A SANDSTONE POST PROJECTING 0.6
 MT0208'FOOT ABOVE THE GROUND.
 MT0208
 MT0208                          STATION RECOVERY (1984)
 MT0208
 MT0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0208'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.45 KM
 MT0208'(8.45 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE OVER US
 MT0208'HIGHWAY 93 AT WELLS, THENCE 0.15 KM (0.1 MI) NORTH ALONG MOOR SUMMIT
 MT0208'ROAD, THENCE 5.95 KM (3.7 MI) NORTHEAST ALONG MOOR-COBRE ROAD, THENCE
 MT0208'0.1 KM (0.05 MI) NORTHWEST ALONG A DIRT ROAD, 0.25 KM (0.15 MI)
 MT0208'NORTHEAST OF THE SOUTHERN PACIFIC RAILROAD MILEPOLE 670, 39.9 METERS
 MT0208'(131 FT) NORTHEAST OF THE CENTER OF THE ROAD, 28.3 METERS (93.5 FT)
 MT0208'SOUTHEAST OF THE SOUTHEAST RAIL, 12.8 METERS (42 FT) SOUTHEAST OF THE
 MT0208'FIRST TELEGRAPH POLE NORTHEAST OF THE ROAD AND 1.2 METERS (4 FT)
 MT0208'NORTHWEST OF THE RIGHT OF WAY FENCE.  NOTE--MARK IS THE BOTTOM OF A
 MT0208'SQUARE HOLE IN A SANDSTONE POST.
 MT0208'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 MT0208'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0449 ***********************************************************************
 MT0449  DESIGNATION -  H 40
 MT0449  PID         -  MT0449
 MT0449  STATE/COUNTY-  NV/ELKO
 MT0449  USGS QUAD   -  HANKS CREEK SW (1967)
 MT0449
 MT0449                         *CURRENT SURVEY CONTROL
 MT0449  ___________________________________________________________________
 MT0449* NAD 83(1986)-  41 15 21.     (N)    115 24 11.     (W)     SCALED    
 MT0449* NAVD 88     -      1853.168  (meters)    6079.94   (feet)  ADJUSTED  
 MT0449  ___________________________________________________________________
 MT0449  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 MT0449  DYNAMIC HT  -        1851.629 (meters)    6074.89  (feet)  COMP
 MT0449  MODELED GRAV-     979,726.8   (mgal)                       NAVD 88
 MT0449
 MT0449  VERT ORDER  -  SECOND    CLASS 0
 MT0449
 MT0449.The horizontal coordinates were scaled from a topographic map and have
 MT0449.an estimated accuracy of +/- 6 seconds.
 MT0449
 MT0449.The orthometric height was determined by differential leveling
 MT0449.and adjusted by the National Geodetic Survey in June 1991..
 MT0449
 MT0449.The geoid height was determined by GEOID03.
 MT0449
 MT0449.The dynamic height is computed by dividing the NAVD 88
 MT0449.geopotential number by the normal gravity value computed on the
 MT0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0449.degrees latitude (g = 980.6199 gals.).
 MT0449
 MT0449.The modeled gravity was interpolated from observed gravity values.
 MT0449
 MT0449;                    North         East    Units  Estimated Accuracy
 MT0449;SPC NV E     - 8,722,070.      215,110.      MT  (+/- 180 meters Scaled)
 MT0449
 MT0449                          SUPERSEDED SURVEY CONTROL
 MT0449
 MT0449  NGVD 29 (??/??/92) 1851.962  (m)         6075.98   (f) ADJ UNCH    2 0
 MT0449
 MT0449.Superseded values are not recommended for survey control.
 MT0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0449.See file dsdata.txt to determine how the superseded data were derived.
 MT0449
 MT0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF337683(NAD 83)
 MT0449_MARKER: DB = BENCH MARK DISK
 MT0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0449_STAMPING: H-40 1934
 MT0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0449+STABILITY: SURFACE MOTION
 MT0449
 MT0449  HISTORY     - Date     Condition        Report By
 MT0449  HISTORY     - 1934     MONUMENTED       CGS
 MT0449  HISTORY     - 1967     MARK NOT FOUND   USGS
 MT0449
 MT0449                          STATION DESCRIPTION
 MT0449
 MT0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0449'16.8 MI N FROM DEETH.
 MT0449'16.8 MILES NORTH OF SOUTHERN PACIFIC DEPOT AT DEETH 66 FEET EAST OF
 MT0449'SMALL DRY WASH.  2 FEET BELOW LEVEL OF ROAD.  40 FEET WEST OF THE
 MT0449'CENTERLINE OF ROAD.
 MT0449
 MT0449                          STATION RECOVERY (1967)
 MT0449
 MT0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0436 ***********************************************************************
 GS0436  DESIGNATION -  H 405
 GS0436  PID         -  GS0436
 GS0436  STATE/COUNTY-  NV/NYE
 GS0436  USGS QUAD   -  SOUTH OF AMARGOSA VALLEY (1984)
 GS0436
 GS0436                         *CURRENT SURVEY CONTROL
 GS0436  ___________________________________________________________________
 GS0436* NAD 83(1986)-  36 34 09.     (N)    116 24 48.     (W)     SCALED    
 GS0436* NAVD 88     -       749.102  (meters)    2457.68   (feet)  ADJUSTED  
 GS0436  ___________________________________________________________________
 GS0436  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GS0436  DYNAMIC HT  -         748.340 (meters)    2455.18  (feet)  COMP
 GS0436  MODELED GRAV-     979,591.8   (mgal)                       NAVD 88
 GS0436
 GS0436  VERT ORDER  -  FIRST     CLASS II
 GS0436
 GS0436.The horizontal coordinates were scaled from a topographic map and have
 GS0436.an estimated accuracy of +/- 6 seconds.
 GS0436
 GS0436.The orthometric height was determined by differential leveling
 GS0436.and adjusted by the National Geodetic Survey in June 1991..
 GS0436
 GS0436.The geoid height was determined by GEOID03.
 GS0436
 GS0436.The dynamic height is computed by dividing the NAVD 88
 GS0436.geopotential number by the normal gravity value computed on the
 GS0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0436.degrees latitude (g = 980.6199 gals.).
 GS0436
 GS0436.The modeled gravity was interpolated from observed gravity values.
 GS0436
 GS0436;                    North         East    Units  Estimated Accuracy
 GS0436;SPC NV C     - 6,201,850.      522,670.      MT  (+/- 180 meters Scaled)
 GS0436
 GS0436                          SUPERSEDED SURVEY CONTROL
 GS0436
 GS0436  NGVD 29 (05/01/91)  748.302  (m)         2455.05   (f) ADJUSTED    1 2
 GS0436
 GS0436.Superseded values are not recommended for survey control.
 GS0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0436.See file dsdata.txt to determine how the superseded data were derived.
 GS0436
 GS0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA524472(NAD 83)
 GS0436_MARKER: I = METAL ROD
 GS0436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0436_SP_SET: STAINLESS STEEL ROD
 GS0436_STAMPING: H 405 1982
 GS0436_MARK LOGO: NGS   
 GS0436_PROJECTION: FLUSH
 GS0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0436+STABILITY: POSITION/ELEVATION WELL
 GS0436_ROD/PIPE-DEPTH: 6.4  meters
 GS0436
 GS0436  HISTORY     - Date     Condition        Report By
 GS0436  HISTORY     - 1982     MONUMENTED       NGS
 GS0436
 GS0436                          STATION DESCRIPTION
 GS0436
 GS0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0436'8.6 KM(5.35 MI) SOUTH FROM LATHROP WELLS.
 GS0436'8.6 KM (5.35 MI) SOUTH ALONG STATE HIGHWAY 373 FROM THE JUNCTION OF US
 GS0436'HIGHWAY 95 AT LATHROP WELLS, 0.25 KM (0.15 MI) NORTH OF MILEPOST 11,
 GS0436'ON THE NORTHEAST CORNER OF THE INTERSECTION OF A DIRT ROAD, 58 METERS
 GS0436'(190 FT) EAST OF THE ENTERLINE OF THE HIGHWAY, 14.9 METERS (49 FT)
 GS0436'NORTH OF THE CENTER OF THE ROAD, 1.8 METERS (6 FT) NORTH OF A T
 GS0436'JUNCTION POWER LINE POLE.
 GS0436'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 GS0436'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1376 ***********************************************************************
 GR1376  DESIGNATION -  H 406
 GR1376  PID         -  GR1376
 GR1376  STATE/COUNTY-  NV/CLARK
 GR1376  USGS QUAD   -  MOAPA EAST (1983)
 GR1376
 GR1376                         *CURRENT SURVEY CONTROL
 GR1376  ___________________________________________________________________
 GR1376* NAD 83(1986)-  36 41 00.     (N)    114 30 42.     (W)     SCALED    
 GR1376* NAVD 88     -       623.361  (meters)    2045.14   (feet)  ADJUSTED  
 GR1376  ___________________________________________________________________
 GR1376  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GR1376  DYNAMIC HT  -         622.758 (meters)    2043.17  (feet)  COMP
 GR1376  MODELED GRAV-     979,644.8   (mgal)                       NAVD 88
 GR1376
 GR1376  VERT ORDER  -  FIRST     CLASS II
 GR1376
 GR1376.The horizontal coordinates were scaled from a topographic map and have
 GR1376.an estimated accuracy of +/- 6 seconds.
 GR1376
 GR1376.The orthometric height was determined by differential leveling
 GR1376.and adjusted by the National Geodetic Survey in June 1991..
 GR1376
 GR1376.The geoid height was determined by GEOID03.
 GR1376
 GR1376.The dynamic height is computed by dividing the NAVD 88
 GR1376.geopotential number by the normal gravity value computed on the
 GR1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1376.degrees latitude (g = 980.6199 gals.).
 GR1376
 GR1376.The modeled gravity was interpolated from observed gravity values.
 GR1376
 GR1376;                    North         East    Units  Estimated Accuracy
 GR1376;SPC NV E     - 8,215,020.      295,780.      MT  (+/- 180 meters Scaled)
 GR1376
 GR1376                          SUPERSEDED SURVEY CONTROL
 GR1376
 GR1376.No superseded survey control is available for this station.
 GR1376
 GR1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA223626(NAD 83)
 GR1376_MARKER: DB = BENCH MARK DISK
 GR1376_SETTING: 66 = SET IN ROCK OUTCROP
 GR1376_SP_SET: ROCK OUTCROP
 GR1376_STAMPING: H 406 1983
 GR1376_MARK LOGO: NGS   
 GR1376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1376+STABILITY: POSITION/ELEVATION WELL
 GR1376
 GR1376  HISTORY     - Date     Condition        Report By
 GR1376  HISTORY     - 1983     MONUMENTED       NGS
 GR1376
 GR1376                          STATION DESCRIPTION
 GR1376
 GR1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1376'6.1 KM (3.8 MI) NE FROM GLENDALE.
 GR1376'6.15 KM (3.85 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR1376'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, IN TOP OF THE SOUTH
 GR1376'END OF A 3 BY 5 FOOT SHELF OF CONGLOMERATE ROCK AT THE BASE OF THE
 GR1376'NORTHEAST END OF A BEDROCK CUT AT THE TOP OF THE GRADE, 1.65 KM (1.0
 GR1376'MI) NORTHEAST OF STATE HIGHWAY 169 INTERCHANGE BRIDGE, 12.2 METERS (40
 GR1376'FT) NORTHWEST OF THE SOUTH BOUND CENTERLINE, 89.1 METERS (292 FT)
 GR1376'SOUTHWEST OF MILEPOST 95, 0.2 METER (0.8 FT) NORTHWEST OF THE
 GR1376'SOUTHEAST EDGE OF THE ROCK SHELF.
 GR1376'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1342 ***********************************************************************
 GR1342  DESIGNATION -  H 407
 GR1342  PID         -  GR1342
 GR1342  STATE/COUNTY-  NV/CLARK
 GR1342  USGS QUAD   -  INDIAN SPRINGS SE (1982)
 GR1342
 GR1342                         *CURRENT SURVEY CONTROL
 GR1342  ___________________________________________________________________
 GR1342* NAD 83(1986)-  36 32 11.     (N)    115 34 10.     (W)     SCALED    
 GR1342* NAVD 88     -       976.303  (meters)    3203.09   (feet)  ADJUSTED  
 GR1342  ___________________________________________________________________
 GR1342  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 GR1342  DYNAMIC HT  -         975.256 (meters)    3199.65  (feet)  COMP
 GR1342  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 GR1342
 GR1342  VERT ORDER  -  FIRST     CLASS II
 GR1342
 GR1342.The horizontal coordinates were scaled from a topographic map and have
 GR1342.an estimated accuracy of +/- 6 seconds.
 GR1342
 GR1342.The orthometric height was determined by differential leveling
 GR1342.and adjusted by the National Geodetic Survey in June 1991..
 GR1342
 GR1342.The geoid height was determined by GEOID03.
 GR1342
 GR1342.The dynamic height is computed by dividing the NAVD 88
 GR1342.geopotential number by the normal gravity value computed on the
 GR1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1342.degrees latitude (g = 980.6199 gals.).
 GR1342
 GR1342.The modeled gravity was interpolated from observed gravity values.
 GR1342
 GR1342;                    North         East    Units  Estimated Accuracy
 GR1342;SPC NV E     - 8,198,180.      201,240.      MT  (+/- 180 meters Scaled)
 GR1342
 GR1342                          SUPERSEDED SURVEY CONTROL
 GR1342
 GR1342  NGVD 29 (05/01/91)  975.498  (m)         3200.45   (f) ADJUSTED    1 2
 GR1342
 GR1342.Superseded values are not recommended for survey control.
 GR1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1342.See file dsdata.txt to determine how the superseded data were derived.
 GR1342
 GR1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA280443(NAD 83)
 GR1342_MARKER: I = METAL ROD
 GR1342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1342_SP_SET: STAINLESS STEEL ROD
 GR1342_STAMPING: H 407 1983
 GR1342_MARK LOGO: NGS   
 GR1342_PROJECTION: FLUSH
 GR1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1342_ROD/PIPE-DEPTH: 3.5  meters
 GR1342
 GR1342  HISTORY     - Date     Condition        Report By
 GR1342  HISTORY     - 1983     MONUMENTED       NGS
 GR1342
 GR1342                          STATION DESCRIPTION
 GR1342
 GR1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1342'10.2 KM (6.4 MI) SE FROM INDIAN SPRINGS.
 GR1342'10.25 KM (6.4 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE POST OFFICE
 GR1342'IN INDIAN SPRINGS, 2.4 KM (1.5 MI) NORTHWEST OF THE JUNCTION OF A
 GR1342'PAVED ROAD LEADING SOUTHWEST TO PRISON, 35.0 METERS (115 FT) NORTH OF
 GR1342'MILEPOST 113, 33.4 METERS (109.5 FT) NORTHEAST OF THE NORTH BOUND
 GR1342'CENTERLINE, 29.4 METERS (96.5 FT) NORTH OF THE NORTHWEST END OF THE
 GR1342'NORTHEAST HEADWALL FOR A 30-INCH CORRUGATED METAL PIPE CULVERT.
 GR1342'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 GR1342'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0451 ***********************************************************************
 GS0451  DESIGNATION -  H 408
 GS0451  PID         -  GS0451
 GS0451  STATE/COUNTY-  NV/NYE
 GS0451  USGS QUAD   -  POINT OF ROCKS (1984)
 GS0451
 GS0451                         *CURRENT SURVEY CONTROL
 GS0451  ___________________________________________________________________
 GS0451* NAD 83(1986)-  36 35 19.     (N)    116 02 56.     (W)     SCALED    
 GS0451* NAVD 88     -       945.301  (meters)    3101.38   (feet)  ADJUSTED  
 GS0451  ___________________________________________________________________
 GS0451  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 GS0451  DYNAMIC HT  -         944.317 (meters)    3098.15  (feet)  COMP
 GS0451  MODELED GRAV-     979,558.5   (mgal)                       NAVD 88
 GS0451
 GS0451  VERT ORDER  -  FIRST     CLASS I
 GS0451
 GS0451.The horizontal coordinates were scaled from a topographic map and have
 GS0451.an estimated accuracy of +/- 6 seconds.
 GS0451
 GS0451.The orthometric height was determined by differential leveling
 GS0451.and adjusted by the National Geodetic Survey in June 1991..
 GS0451
 GS0451.The geoid height was determined by GEOID03.
 GS0451
 GS0451.The dynamic height is computed by dividing the NAVD 88
 GS0451.geopotential number by the normal gravity value computed on the
 GS0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0451.degrees latitude (g = 980.6199 gals.).
 GS0451
 GS0451.The modeled gravity was interpolated from observed gravity values.
 GS0451
 GS0451;                    North         East    Units  Estimated Accuracy
 GS0451;SPC NV C     - 6,204,160.      555,280.      MT  (+/- 180 meters Scaled)
 GS0451
 GS0451                          SUPERSEDED SURVEY CONTROL
 GS0451
 GS0451  NGVD 29 (05/01/91)  944.480  (m)         3098.68   (f) ADJUSTED    1 1
 GS0451
 GS0451.Superseded values are not recommended for survey control.
 GS0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0451.See file dsdata.txt to determine how the superseded data were derived.
 GS0451
 GS0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA850496(NAD 83)
 GS0451_MARKER: I = METAL ROD
 GS0451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0451_SP_SET: STAINLESS STEEL ROD
 GS0451_STAMPING: H 408 1983
 GS0451_MARK LOGO: NGS   
 GS0451_PROJECTION: FLUSH
 GS0451_MAGNETIC: I = MARKER IS A STEEL ROD
 GS0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0451_ROD/PIPE-DEPTH: 7.3  meters
 GS0451
 GS0451  HISTORY     - Date     Condition        Report By
 GS0451  HISTORY     - 1983     MONUMENTED       NGS
 GS0451  HISTORY     - 1986     GOOD             USGS
 GS0451  HISTORY     - 1988     GOOD             USGS
 GS0451  HISTORY     - 19910702 GOOD             USGS
 GS0451  HISTORY     - 19930414 GOOD             USGS
 GS0451  HISTORY     - 19950419 GOOD             USGS
 GS0451
 GS0451                          STATION DESCRIPTION
 GS0451
 GS0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0451'34.1 KM (21.3 MI) SE FROM LATHROP WELLS.
 GS0451'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 GS0451'34.15 KM (21.35 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0451'STATE HIGHWAY 373 IN LATHROP WELLS, 4.75 KM (2.95 MI) WEST OF THE
 GS0451'JUNCTION OF THE MERCURY HIGHWAY, 0.14 KM (0.1 MI) WEST OF MILEPOST 9,
 GS0451'23.7 METERS (78 FT) SOUTH OF THE HIGHWAY CENTERLINE, 8.2 METERS (27
 GS0451'FT) NORTHWEST OF THE WEST POLE OF A TELEPHONE LINE CROSSING THE RIGHT
 GS0451'OF WAY FENCE, 0.6 METER (2 FT) NORTH OF THE CENTER ONE OF THREE WOODEN
 GS0451'FENCE BRACES.
 GS0451'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 GS0451
 GS0451                          STATION RECOVERY (1986)
 GS0451
 GS0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0451'RECOVERED IN GOOD CONDITION.  LATHROP WELLS IS NOW AMARGOSA VALLEY.
 GS0451
 GS0451                          STATION RECOVERY (1988)
 GS0451
 GS0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0451'RECOVERED IN GOOD CONDITION.
 GS0451
 GS0451                          STATION RECOVERY (1991)
 GS0451
 GS0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0451'34.15 KM (21.22 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION
 GS0451'OF STATE HIGHWAY 373 IN LATHROP WELLS, 4.75 KM (2.95 MI) WEST OF THE
 GS0451'JUNCTION OF THE MERCURY HIGHWAY, 0.14 KM (0.09 MI) WEST OF MILEPOST
 GS0451'9, 23.7 METERS SOUTH OF THE HIGHWAY CENTERLINE, 8.2 METERS NORTHWEST
 GS0451'OF THE WEST POLE OF A TELEPHONE LINE CROSSING THE RIGHT OF WAY FENCE,
 GS0451'0.6 METER NORTH OF THE CENTER ONE OF THREE WOODEN FENCE BRACES.
 GS0451'LATHROP WELLS IS NOW AMARGOSA VALLEY.
 GS0451
 GS0451                          STATION RECOVERY (1993)
 GS0451
 GS0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0451'34.15 KM (21.20 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0451'STATE HIGHWAY 373 IN AMARGOSA VALLEY, 4.75 KM (2.95 MI) WEST OF THE
 GS0451'JUNCTION OF THE MERCURY HIGHWAY, 0.14 KM (0.10 MI) WEST OF MILEPOST
 GS0451'9, 23.7 METERS (77.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 8.2 METERS
 GS0451'(26.9 FT) NORTHWEST OF THE WEST POLE OF A TELEPHONE LINE CROSSING THE
 GS0451'RIGHT OF WAY FENCE, 0.6 METER (2.0 FT) NORTH OF THE CENTER ONE OF
 GS0451'THREE WOODEN FENCE BRACES.
 GS0451
 GS0451                          STATION RECOVERY (1995)
 GS0451
 GS0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0451'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0465 ***********************************************************************
 GS0465  DESIGNATION -  H 409
 GS0465  PID         -  GS0465
 GS0465  STATE/COUNTY-  NV/NYE
 GS0465  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0465
 GS0465                         *CURRENT SURVEY CONTROL
 GS0465  ___________________________________________________________________
 GS0465* NAD 83(1986)-  36 38 42.     (N)    116 24 17.     (W)     SCALED    
 GS0465* NAVD 88     -       811.870  (meters)    2663.61   (feet)  ADJUSTED  
 GS0465  ___________________________________________________________________
 GS0465  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GS0465  DYNAMIC HT  -         811.040 (meters)    2660.89  (feet)  COMP
 GS0465  MODELED GRAV-     979,583.2   (mgal)                       NAVD 88
 GS0465
 GS0465  VERT ORDER  -  FIRST     CLASS II
 GS0465
 GS0465.The horizontal coordinates were scaled from a topographic map and have
 GS0465.an estimated accuracy of +/- 6 seconds.
 GS0465
 GS0465.The orthometric height was determined by differential leveling
 GS0465.and adjusted by the National Geodetic Survey in June 1991..
 GS0465
 GS0465.The geoid height was determined by GEOID03.
 GS0465
 GS0465.The dynamic height is computed by dividing the NAVD 88
 GS0465.geopotential number by the normal gravity value computed on the
 GS0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0465.degrees latitude (g = 980.6199 gals.).
 GS0465
 GS0465.The modeled gravity was interpolated from observed gravity values.
 GS0465
 GS0465;                    North         East    Units  Estimated Accuracy
 GS0465;SPC NV C     - 6,210,270.      523,420.      MT  (+/- 180 meters Scaled)
 GS0465
 GS0465                          SUPERSEDED SURVEY CONTROL
 GS0465
 GS0465  NGVD 29 (05/01/91)  811.060  (m)         2660.95   (f) ADJUSTED    1 2
 GS0465
 GS0465.Superseded values are not recommended for survey control.
 GS0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0465.See file dsdata.txt to determine how the superseded data were derived.
 GS0465
 GS0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA532556(NAD 83)
 GS0465_MARKER: I = METAL ROD
 GS0465_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GS0465_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GS0465_STAMPING: H 409 1983
 GS0465_MARK LOGO: NGS   
 GS0465_PROJECTION: FLUSH
 GS0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0465+STABILITY: POSITION/ELEVATION WELL
 GS0465_ROD/PIPE-DEPTH: 13.4 meters
 GS0465_SLEEVE-DEPTH  : 7.9 meters
 GS0465
 GS0465  HISTORY     - Date     Condition        Report By
 GS0465  HISTORY     - 1983     MONUMENTED       NGS
 GS0465
 GS0465                          STATION DESCRIPTION
 GS0465
 GS0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0465'0.4 KM (0.3 MI) NW FROM LATHROP WELLS.
 GS0465'0.45 KM (0.3 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0465'STATE HIGHWAY 373 IN LATHROP WELLS, IN THE NORTH CORNER OF THE T
 GS0465'JUNCTION OF A PAVED ROAD LEADING NORTHEAST TO THE NEVADA TEST SITE,
 GS0465'0.8 KM (0.5 MI) SOUTHEAST OF MILEPOST 31, 57.6 METERS (189 FT)
 GS0465'NORTH-NORTHEAST OF THE HIGHWAY CENTERLINE, 19.5 METERS (64 FT)
 GS0465'WEST-NORTHWEST OF THE CENTER OF THE ROAD, 1.6 METERS (5.5 FT)
 GS0465'SOUTH-SOUTHWEST OF THE RIGHT OF WAY FENCE.
 GS0465'THE MARK IS 0.7 METERS  ESE FROM A WITNESS POST.
 GS0465'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0391 ***********************************************************************
 MT0391  DESIGNATION -  H 41
 MT0391  PID         -  MT0391
 MT0391  STATE/COUNTY-  NV/ELKO
 MT0391  USGS QUAD   -  JARBIDGE SOUTH (1986)
 MT0391
 MT0391                         *CURRENT SURVEY CONTROL
 MT0391  ___________________________________________________________________
 MT0391* NAD 83(1986)-  41 52 17.     (N)    115 25 50.     (W)     SCALED    
 MT0391* NAVD 88     -      1896.487  (meters)    6222.06   (feet)  ADJUSTED  
 MT0391  ___________________________________________________________________
 MT0391  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 MT0391  DYNAMIC HT  -        1894.987 (meters)    6217.14  (feet)  COMP
 MT0391  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 MT0391
 MT0391  VERT ORDER  -  SECOND    CLASS 0
 MT0391
 MT0391.The horizontal coordinates were scaled from a topographic map and have
 MT0391.an estimated accuracy of +/- 6 seconds.
 MT0391
 MT0391.The orthometric height was determined by differential leveling
 MT0391.and adjusted by the National Geodetic Survey in June 1991..
 MT0391
 MT0391.The geoid height was determined by GEOID03.
 MT0391
 MT0391.The dynamic height is computed by dividing the NAVD 88
 MT0391.geopotential number by the normal gravity value computed on the
 MT0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0391.degrees latitude (g = 980.6199 gals.).
 MT0391
 MT0391.The modeled gravity was interpolated from observed gravity values.
 MT0391
 MT0391;                    North         East    Units  Estimated Accuracy
 MT0391;SPC NV E     - 8,790,430.      212,680.      MT  (+/- 180 meters Scaled)
 MT0391
 MT0391                          SUPERSEDED SURVEY CONTROL
 MT0391
 MT0391  NGVD 29 (??/??/92) 1895.259  (m)         6218.03   (f) ADJ UNCH    2 0
 MT0391
 MT0391.Superseded values are not recommended for survey control.
 MT0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0391.See file dsdata.txt to determine how the superseded data were derived.
 MT0391
 MT0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG302366(NAD 83)
 MT0391_MARKER: DB = BENCH MARK DISK
 MT0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0391_STAMPING: H-41 1934
 MT0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0391+STABILITY: SURFACE MOTION
 MT0391
 MT0391  HISTORY     - Date     Condition        Report By
 MT0391  HISTORY     - 1934     MONUMENTED       CGS
 MT0391
 MT0391                          STATION DESCRIPTION
 MT0391
 MT0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0391'IN JARBIDGE.
 MT0391'54 FEET SOUTHEAST OF THE SOUTH ENTRANCE TO JARBIDGE PUBLIC SCHOOL.  2
 MT0391'FEET NORTHWEST OF FENCE CORNER.  35 FEET NORTH OF THE CENTERLINE OF
 MT0391'MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0428 ***********************************************************************
 JQ0428  DESIGNATION -  H 410
 JQ0428  PID         -  JQ0428
 JQ0428  STATE/COUNTY-  NV/ESMERALDA
 JQ0428  USGS QUAD   -  TONOPAH (1982)
 JQ0428
 JQ0428                         *CURRENT SURVEY CONTROL
 JQ0428  ___________________________________________________________________
 JQ0428* NAD 83(1986)-  38 01 18.     (N)    117 15 02.     (W)     SCALED    
 JQ0428* NAVD 88     -      1779.700  (meters)    5838.90   (feet)  ADJUSTED  
 JQ0428  ___________________________________________________________________
 JQ0428  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 JQ0428  DYNAMIC HT  -        1777.719 (meters)    5832.40  (feet)  COMP
 JQ0428  MODELED GRAV-     979,452.7   (mgal)                       NAVD 88
 JQ0428
 JQ0428  VERT ORDER  -  FIRST     CLASS II
 JQ0428
 JQ0428.The horizontal coordinates were scaled from a topographic map and have
 JQ0428.an estimated accuracy of +/- 6 seconds.
 JQ0428
 JQ0428.The orthometric height was determined by differential leveling
 JQ0428.and adjusted by the National Geodetic Survey in June 1991..
 JQ0428
 JQ0428.The geoid height was determined by GEOID03.
 JQ0428
 JQ0428.The dynamic height is computed by dividing the NAVD 88
 JQ0428.geopotential number by the normal gravity value computed on the
 JQ0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0428.degrees latitude (g = 980.6199 gals.).
 JQ0428
 JQ0428.The modeled gravity was interpolated from observed gravity values.
 JQ0428
 JQ0428;                    North         East    Units  Estimated Accuracy
 JQ0428;SPC NV W     - 4,363,850.      917,020.      MT  (+/- 180 meters Scaled)
 JQ0428
 JQ0428                          SUPERSEDED SURVEY CONTROL
 JQ0428
 JQ0428  NGVD 29 (05/01/91) 1778.499  (m)         5834.96   (f) ADJUSTED    1 2
 JQ0428
 JQ0428.Superseded values are not recommended for survey control.
 JQ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0428.See file dsdata.txt to determine how the superseded data were derived.
 JQ0428
 JQ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC780082(NAD 83)
 JQ0428_MARKER: DB = BENCH MARK DISK
 JQ0428_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0428_SP_SET: ROCK OUTCROP
 JQ0428_STAMPING: H 410 1983
 JQ0428_MARK LOGO: NGS   
 JQ0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0428+STABILITY: POSITION/ELEVATION WELL
 JQ0428
 JQ0428  HISTORY     - Date     Condition        Report By
 JQ0428  HISTORY     - 1983     MONUMENTED       NGS
 JQ0428
 JQ0428                          STATION DESCRIPTION
 JQ0428
 JQ0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JQ0428'5.8 KM (3.6 MI) SOUTH FROM TONOPAH.
 JQ0428'5.8 KM (3.6 MI) SOUTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 JQ0428'HIGHWAY 6 IN TONOPAH, IN TOP OF A MASSIVE OUTCROP PROJECTING 3 FEET
 JQ0428'ABOVE THE SURFACE OF THE GROUND, 19.8 METERS (65 FT) WEST OF THE
 JQ0428'HIGHWAY CENTERLINE, 48.7 METERS (160 FT) EAST OF THE RIGHT-OF-WAY
 JQ0428'FENCE, 22.8 METERS (75 FT) SOUTH OF THE WEST END OF A 36-INCH CONCRETE
 JQ0428'PIPE CULVERT.
 JQ0428'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 JQ0428'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0830 ***********************************************************************
 HQ0830  DESIGNATION -  H 411
 HQ0830  PID         -  HQ0830
 HQ0830  STATE/COUNTY-  NV/ESMERALDA
 HQ0830  USGS QUAD   -  RALSTON (1988)
 HQ0830
 HQ0830                         *CURRENT SURVEY CONTROL
 HQ0830  ___________________________________________________________________
 HQ0830* NAD 83(1986)-  37 32 17.     (N)    117 11 38.     (W)     SCALED    
 HQ0830* NAVD 88     -      1493.675  (meters)    4900.50   (feet)  ADJUSTED  
 HQ0830  ___________________________________________________________________
 HQ0830  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 HQ0830  DYNAMIC HT  -        1492.023 (meters)    4895.08  (feet)  COMP
 HQ0830  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 HQ0830
 HQ0830  VERT ORDER  -  FIRST     CLASS II
 HQ0830
 HQ0830.The horizontal coordinates were scaled from a topographic map and have
 HQ0830.an estimated accuracy of +/- 6 seconds.
 HQ0830
 HQ0830.The orthometric height was determined by differential leveling
 HQ0830.and adjusted by the National Geodetic Survey in June 1991..
 HQ0830
 HQ0830.The geoid height was determined by GEOID03.
 HQ0830
 HQ0830.The dynamic height is computed by dividing the NAVD 88
 HQ0830.geopotential number by the normal gravity value computed on the
 HQ0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0830.degrees latitude (g = 980.6199 gals.).
 HQ0830
 HQ0830.The modeled gravity was interpolated from observed gravity values.
 HQ0830
 HQ0830;                    North         East    Units  Estimated Accuracy
 HQ0830;SPC NV W     - 4,310,240.      922,790.      MT  (+/- 180 meters Scaled)
 HQ0830
 HQ0830                          SUPERSEDED SURVEY CONTROL
 HQ0830
 HQ0830  NGVD 29 (05/01/91) 1492.583  (m)         4896.92   (f) ADJUSTED    1 2
 HQ0830
 HQ0830.Superseded values are not recommended for survey control.
 HQ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0830.See file dsdata.txt to determine how the superseded data were derived.
 HQ0830
 HQ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB828545(NAD 83)
 HQ0830_MARKER: DB = BENCH MARK DISK
 HQ0830_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0830_SP_SET: ROCK OUTCROP
 HQ0830_STAMPING: H 411 1983
 HQ0830_MARK LOGO: NGS   
 HQ0830_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0830+STABILITY: POSITION/ELEVATION WELL
 HQ0830
 HQ0830  HISTORY     - Date     Condition        Report By
 HQ0830  HISTORY     - 1983     MONUMENTED       NGS
 HQ0830
 HQ0830                          STATION DESCRIPTION
 HQ0830
 HQ0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0830'19.6 KM (12.2 MI) SOUTH FROM GOLDFIELD.
 HQ0830'19.6 KM (12.2 MI) SOUTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0830'GOLDFIELD, AT THE SOUTH END OF A PULL OUT AREA, IN TOP OF A PORTION OF
 HQ0830'OUTCROP ON THE NORTH EDGE OF A DRAIN OFF, 27.4 METERS (90 FT) EAST OF
 HQ0830'THE HIGHWAY CENTERLINE, 10.3 METERS (34 FT) EAST OF THE EAST END OF A
 HQ0830'36-INCH CORRUGATED METAL PIPE CULVERT.
 HQ0830'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HQ0830'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0804 ***********************************************************************
 HQ0804  DESIGNATION -  H 412
 HQ0804  PID         -  HQ0804
 HQ0804  STATE/COUNTY-  NV/NYE
 HQ0804  USGS QUAD   -  SPRINGDALE NW (1986)
 HQ0804
 HQ0804                         *CURRENT SURVEY CONTROL
 HQ0804  ___________________________________________________________________
 HQ0804* NAD 83(1986)-  37 14 19.     (N)    116 59 34.     (W)     SCALED    
 HQ0804* NAVD 88     -      1223.825  (meters)    4015.17   (feet)  ADJUSTED  
 HQ0804  ___________________________________________________________________
 HQ0804  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 HQ0804  DYNAMIC HT  -        1222.493 (meters)    4010.80  (feet)  COMP
 HQ0804  MODELED GRAV-     979,501.0   (mgal)                       NAVD 88
 HQ0804
 HQ0804  VERT ORDER  -  FIRST     CLASS II
 HQ0804
 HQ0804.The horizontal coordinates were scaled from a topographic map and have
 HQ0804.an estimated accuracy of +/- 6 seconds.
 HQ0804
 HQ0804.The orthometric height was determined by differential leveling
 HQ0804.and adjusted by the National Geodetic Survey in June 1991..
 HQ0804
 HQ0804.The geoid height was determined by GEOID03.
 HQ0804
 HQ0804.The dynamic height is computed by dividing the NAVD 88
 HQ0804.geopotential number by the normal gravity value computed on the
 HQ0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0804.degrees latitude (g = 980.6199 gals.).
 HQ0804
 HQ0804.The modeled gravity was interpolated from observed gravity values.
 HQ0804
 HQ0804;                    North         East    Units  Estimated Accuracy
 HQ0804;SPC NV C     - 6,276,160.      471,070.      MT  (+/- 180 meters Scaled)
 HQ0804
 HQ0804                          SUPERSEDED SURVEY CONTROL
 HQ0804
 HQ0804  NGVD 29 (05/01/91) 1222.810  (m)         4011.84   (f) ADJUSTED    1 2
 HQ0804
 HQ0804.Superseded values are not recommended for survey control.
 HQ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0804.See file dsdata.txt to determine how the superseded data were derived.
 HQ0804
 HQ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB006213(NAD 83)
 HQ0804_MARKER: I = METAL ROD
 HQ0804_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HQ0804_SP_SET: STAINLESS STEEL ROD
 HQ0804_STAMPING: H 412 1983
 HQ0804_MARK LOGO: NGS   
 HQ0804_PROJECTION: FLUSH
 HQ0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0804_ROD/PIPE-DEPTH: 7.3  meters
 HQ0804
 HQ0804  HISTORY     - Date     Condition        Report By
 HQ0804  HISTORY     - 1983     MONUMENTED       NGS
 HQ0804
 HQ0804                          STATION DESCRIPTION
 HQ0804
 HQ0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0804'48.2 KM (30.1 MI) NORTH FROM BEATTY.
 HQ0804'48.25 KM (30.15 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 HQ0804'STATE HIGHWAY 374 IN BEATTY, IN THE SOUTH CORNER OF THE T-JUNCTION OF
 HQ0804'A DIRT ROAD LEADING TO A BARROW PIT USED AS A DUMP, 8.55 KM (5.35 MI)
 HQ0804'SOUTHEAST OF THE T-JUNCTION OF STATE HIGHWAY 267 AND SCOTTYS JUNCTION,
 HQ0804'117.3 METERS (385 FT) SOUTH OF MILEPOST 90, 60.4 METERS (198 FT)
 HQ0804'SOUTHWEST OF THE HIGHWAY CENTERLINE, 20.2 METERS (66.5 FT) NORTHWEST
 HQ0804'OF A POWER POLE, 10.7 METERS (35.5 FT) SOUTHEAST OF THE SOUTHEAST GATE
 HQ0804'POST FOR A WIRE GATE, 0.6 METER (2 FT) NORTHEAST OF THE RIGHT-OF-WAY
 HQ0804'FENCE.
 HQ0804'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 HQ0804'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0340 ***********************************************************************
 MU0340  DESIGNATION -  H 413
 MU0340  PID         -  MU0340
 MU0340  STATE/COUNTY-  NV/ELKO
 MU0340  USGS QUAD   -  BULL RUN RESERVOIR (1987)
 MU0340
 MU0340                         *CURRENT SURVEY CONTROL
 MU0340  ___________________________________________________________________
 MU0340* NAD 83(1986)-  41 38 04.     (N)    116 13 03.     (W)     SCALED    
 MU0340* NAVD 88     -      1770.279  (meters)    5807.99   (feet)  ADJUSTED  
 MU0340  ___________________________________________________________________
 MU0340  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 MU0340  DYNAMIC HT  -        1768.893 (meters)    5803.44  (feet)  COMP
 MU0340  MODELED GRAV-     979,776.8   (mgal)                       NAVD 88
 MU0340
 MU0340  VERT ORDER  -  FIRST     CLASS II
 MU0340
 MU0340.The horizontal coordinates were scaled from a topographic map and have
 MU0340.an estimated accuracy of +/- 6 seconds.
 MU0340
 MU0340.The orthometric height was determined by differential leveling
 MU0340.and adjusted by the National Geodetic Survey in June 1991..
 MU0340
 MU0340.The geoid height was determined by GEOID03.
 MU0340
 MU0340.The dynamic height is computed by dividing the NAVD 88
 MU0340.geopotential number by the normal gravity value computed on the
 MU0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0340.degrees latitude (g = 980.6199 gals.).
 MU0340
 MU0340.The modeled gravity was interpolated from observed gravity values.
 MU0340
 MU0340;                    North         East    Units  Estimated Accuracy
 MU0340;SPC NV E     - 8,764,290.      147,160.      MT  (+/- 180 meters Scaled)
 MU0340
 MU0340                          SUPERSEDED SURVEY CONTROL
 MU0340
 MU0340.No superseded survey control is available for this station.
 MU0340
 MU0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG651094(NAD 83)
 MU0340_MARKER: I = METAL ROD
 MU0340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0340_SP_SET: STAINLESS STEEL ROD
 MU0340_STAMPING: H 413 1983
 MU0340_MARK LOGO: NGS   
 MU0340_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0340+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 MU0340
 MU0340  HISTORY     - Date     Condition        Report By
 MU0340  HISTORY     - 1983     MONUMENTED       NGS
 MU0340  HISTORY     - 19840601 GOOD             NGS
 MU0340  HISTORY     - 20011019 GOOD             NVGS
 MU0340
 MU0340                          STATION DESCRIPTION
 MU0340
 MU0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0340'LOCATION--46.7 KM (29.0 MI) SOUTH OF OWYHEE. 0.7 KM (0.45 MI) SOUTH
 MU0340'ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE 46.0 KM
 MU0340'(28.55 MI) SOUTH ALONG STATE HIGHWAY 11, 15.2 M (50 FT) EAST OF THE
 MU0340'HIGHWAY CENTERLINE AND 20.7 M (68 FT) NORTHEAST OF AN 18-INCH ROUND
 MU0340'CULVERT.  A STAINLESS STEEL ROD SET TO THE DEPTH OF 3.0 M ENCASED IN A
 MU0340'PIPE FLUSH WITH THE GROUND.  0.9 M ABOVE THE HIGHWAY.  0.4 M SOUTH
 MU0340'FROM A WITNESS POST.
 MU0340
 MU0340                          STATION RECOVERY (2001)
 MU0340
 MU0340'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 MU0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0364 ***********************************************************************
 MU0364  DESIGNATION -  H 414
 MU0364  PID         -  MU0364
 MU0364  STATE/COUNTY-  NV/ELKO
 MU0364  USGS QUAD   -  TUSCARORA (1987)
 MU0364
 MU0364                         *CURRENT SURVEY CONTROL
 MU0364  ___________________________________________________________________
 MU0364* NAD 83(1986)-  41 18 10.     (N)    116 10 41.     (W)     SCALED    
 MU0364* NAVD 88     -      1760.729  (meters)    5776.66   (feet)  ADJUSTED  
 MU0364  ___________________________________________________________________
 MU0364  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 MU0364  DYNAMIC HT  -        1759.273 (meters)    5771.88  (feet)  COMP
 MU0364  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 MU0364
 MU0364  VERT ORDER  -  FIRST     CLASS II
 MU0364
 MU0364.The horizontal coordinates were scaled from a topographic map and have
 MU0364.an estimated accuracy of +/- 6 seconds.
 MU0364
 MU0364.The orthometric height was determined by differential leveling
 MU0364.and adjusted by the National Geodetic Survey in June 1991..
 MU0364
 MU0364.The geoid height was determined by GEOID03.
 MU0364
 MU0364.The dynamic height is computed by dividing the NAVD 88
 MU0364.geopotential number by the normal gravity value computed on the
 MU0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0364.degrees latitude (g = 980.6199 gals.).
 MU0364
 MU0364.The modeled gravity was interpolated from observed gravity values.
 MU0364
 MU0364;                    North         East    Units  Estimated Accuracy
 MU0364;SPC NV E     - 8,727,440.      150,200.      MT  (+/- 180 meters Scaled)
 MU0364
 MU0364                          SUPERSEDED SURVEY CONTROL
 MU0364
 MU0364.No superseded survey control is available for this station.
 MU0364
 MU0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF688726(NAD 83)
 MU0364_MARKER: I = METAL ROD
 MU0364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0364_SP_SET: STAINLESS STEEL ROD
 MU0364_STAMPING: H 414 1983
 MU0364_MARK LOGO: NGS   
 MU0364_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0364
 MU0364  HISTORY     - Date     Condition        Report By
 MU0364  HISTORY     - 1983     MONUMENTED       NGS
 MU0364  HISTORY     - 19840601 GOOD             NGS
 MU0364
 MU0364                          STATION DESCRIPTION
 MU0364
 MU0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0364'LOCATION--4.3 KM (2.7 MI) SE OF TUSCARORA. 4.3 KM (2.7 MI) SOUTHEAST
 MU0364'ALONG ELKO ROAD FROM THE POST OFFICE IN TUSCARORA, 30.4 M (100 FT)
 MU0364'NORTH OF THE HIGHWAY CENTERLINE AND 4.2 M (14 FT) WEST OF POWER POLE N
 MU0364'1482.  A STAINLESS STEEL ROD SET TO THE DEPTH OF 12.2 M ENCASED IN A
 MU0364'PIPE FLUSH WITH THE GROUND.  ABOUT LEVEL WITH THE HIGHWAY.  0.6 M
 MU0364'SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0677 ***********************************************************************
 MT0677  DESIGNATION -  H 415
 MT0677  PID         -  MT0677
 MT0677  STATE/COUNTY-  NV/ELKO
 MT0677  USGS QUAD   -  DINNER STATION (1971)
 MT0677
 MT0677                         *CURRENT SURVEY CONTROL
 MT0677  ___________________________________________________________________
 MT0677* NAD 83(1986)-  41 01 00.     (N)    115 52 02.     (W)     SCALED    
 MT0677* NAVD 88     -      1890.534  (meters)    6202.53   (feet)  ADJUSTED  
 MT0677  ___________________________________________________________________
 MT0677  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 MT0677  DYNAMIC HT  -        1888.918 (meters)    6197.23  (feet)  COMP
 MT0677  MODELED GRAV-     979,701.5   (mgal)                       NAVD 88
 MT0677
 MT0677  VERT ORDER  -  FIRST     CLASS II
 MT0677
 MT0677.The horizontal coordinates were scaled from a topographic map and have
 MT0677.an estimated accuracy of +/- 6 seconds.
 MT0677
 MT0677.The orthometric height was determined by differential leveling
 MT0677.and adjusted by the National Geodetic Survey in June 1991..
 MT0677
 MT0677.The geoid height was determined by GEOID03.
 MT0677
 MT0677.The dynamic height is computed by dividing the NAVD 88
 MT0677.geopotential number by the normal gravity value computed on the
 MT0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0677.degrees latitude (g = 980.6199 gals.).
 MT0677
 MT0677.The modeled gravity was interpolated from observed gravity values.
 MT0677
 MT0677;                    North         East    Units  Estimated Accuracy
 MT0677;SPC NV E     - 8,695,540.      176,120.      MT  (+/- 180 meters Scaled)
 MT0677
 MT0677                          SUPERSEDED SURVEY CONTROL
 MT0677
 MT0677.No superseded survey control is available for this station.
 MT0677
 MT0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF952412(NAD 83)
 MT0677_MARKER: I = METAL ROD
 MT0677_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0677_SP_SET: STAINLESS STEEL ROD
 MT0677_STAMPING: H 415 1983
 MT0677_MARK LOGO: NGS   
 MT0677_MAGNETIC: I = MARKER IS A STEEL ROD
 MT0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0677
 MT0677  HISTORY     - Date     Condition        Report By
 MT0677  HISTORY     - 1983     MONUMENTED       NGS
 MT0677  HISTORY     - 19840601 GOOD             NGS
 MT0677
 MT0677                          STATION DESCRIPTION
 MT0677
 MT0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MT0677'LOCATION--27.0 KM (16.8 MI) NORTH OF ELKO. 27.0 KM (16.85 MI) NORTH
 MT0677'ALONG STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80 AT ELKO, AT
 MT0677'A WOODEN BRACED FENCE CORNER, 15.2 M (50 FT) EAST OF THE HIGHWAY
 MT0677'CENTERLINE AND 0.9 M (3 FT) NORTH OF THE FENCE CORNER.  A STAINLESS
 MT0677'STEEL ROD SET TO THE DEPTH OF 4.8 M ENCASED IN A PIPE FLUSH WITH THE
 MT0677'GROUND.  ABOUT LEVEL WITH THE HIGHWAY.  0.9 M NORTH FROM A WITNESS
 MT0677'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0507 ***********************************************************************
 GS0507  DESIGNATION -  H 416
 GS0507  PID         -  GS0507
 GS0507  STATE/COUNTY-  NV/NYE
 GS0507  USGS QUAD   -  BEATTY (1987)
 GS0507
 GS0507                         *CURRENT SURVEY CONTROL
 GS0507  ___________________________________________________________________
 GS0507* NAD 83(1986)-  36 53 40.     (N)    116 48 03.     (W)     SCALED    
 GS0507* NAVD 88     -      1063.367  (meters)    3488.73   (feet)  ADJUSTED  
 GS0507  ___________________________________________________________________
 GS0507  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 GS0507  DYNAMIC HT  -        1062.262 (meters)    3485.10  (feet)  COMP
 GS0507  MODELED GRAV-     979,555.8   (mgal)                       NAVD 88
 GS0507
 GS0507  VERT ORDER  -  FIRST     CLASS II
 GS0507
 GS0507.The horizontal coordinates were scaled from a topographic map and have
 GS0507.an estimated accuracy of +/- 6 seconds.
 GS0507
 GS0507.The orthometric height was determined by differential leveling
 GS0507.and adjusted by the National Geodetic Survey in June 1991..
 GS0507
 GS0507.The geoid height was determined by GEOID03.
 GS0507
 GS0507.The dynamic height is computed by dividing the NAVD 88
 GS0507.geopotential number by the normal gravity value computed on the
 GS0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0507.degrees latitude (g = 980.6199 gals.).
 GS0507
 GS0507.The modeled gravity was interpolated from observed gravity values.
 GS0507
 GS0507;                    North         East    Units  Estimated Accuracy
 GS0507;SPC NV C     - 6,237,920.      488,040.      MT  (+/- 180 meters Scaled)
 GS0507
 GS0507                          SUPERSEDED SURVEY CONTROL
 GS0507
 GS0507  NGVD 29 (05/01/91) 1062.457  (m)         3485.74   (f) ADJUSTED    1 2
 GS0507
 GS0507.Superseded values are not recommended for survey control.
 GS0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0507.See file dsdata.txt to determine how the superseded data were derived.
 GS0507
 GS0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA177831(NAD 83)
 GS0507_MARKER: DB = BENCH MARK DISK
 GS0507_SETTING: 66 = SET IN ROCK OUTCROP
 GS0507_SP_SET: ROCK OUTCROP
 GS0507_STAMPING: H 416 1983
 GS0507_MARK LOGO: NGS   
 GS0507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0507+STABILITY: POSITION/ELEVATION WELL
 GS0507
 GS0507  HISTORY     - Date     Condition        Report By
 GS0507  HISTORY     - 1983     MONUMENTED       NGS
 GS0507
 GS0507                          STATION DESCRIPTION
 GS0507
 GS0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0507'4.3 KM (2.7 MI) SW FROM BEATTY.
 GS0507'4.3 KM (2.7 MI) SOUTHWEST ALONG STATE HIGHWAY 374 FROM ITS JUNCTION
 GS0507'WITH US HIGHWAY 95 AT BEATTY, IN TOP OF A SMALL LEDGE IN A BEDROCK
 GS0507'CUT, 0.25 KM (0.15 MI) NORTHEAST OF MILEPOST 6, 7.0 METERS (23 FT)
 GS0507'NORTHWEST OF THE HIGHWAY CENTERLINE, 57.3 METERS (188 FT) NORTHEAST OF
 GS0507'THE SOUTHWEST END OF THE CUT.
 GS0507'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 GS0507'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0452 ***********************************************************************
 JQ0452  DESIGNATION -  H 417
 JQ0452  PID         -  JQ0452
 JQ0452  STATE/COUNTY-  NV/NYE
 JQ0452  USGS QUAD   -  STONE CABIN RANCH (1986)
 JQ0452
 JQ0452                         *CURRENT SURVEY CONTROL
 JQ0452  ___________________________________________________________________
 JQ0452* NAD 83(1986)-  38 08 07.     (N)    116 41 06.     (W)     SCALED    
 JQ0452* NAVD 88     -      1818.012  (meters)    5964.59   (feet)  ADJUSTED  
 JQ0452  ___________________________________________________________________
 JQ0452  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 JQ0452  DYNAMIC HT  -        1815.934 (meters)    5957.78  (feet)  COMP
 JQ0452  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 JQ0452
 JQ0452  VERT ORDER  -  FIRST     CLASS II
 JQ0452
 JQ0452.The horizontal coordinates were scaled from a topographic map and have
 JQ0452.an estimated accuracy of +/- 6 seconds.
 JQ0452
 JQ0452.The orthometric height was determined by differential leveling
 JQ0452.and adjusted by the National Geodetic Survey in June 1991..
 JQ0452
 JQ0452.The geoid height was determined by GEOID03.
 JQ0452
 JQ0452.The dynamic height is computed by dividing the NAVD 88
 JQ0452.geopotential number by the normal gravity value computed on the
 JQ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0452.degrees latitude (g = 980.6199 gals.).
 JQ0452
 JQ0452.The modeled gravity was interpolated from observed gravity values.
 JQ0452
 JQ0452;                    North         East    Units  Estimated Accuracy
 JQ0452;SPC NV C     - 6,375,620.      498,390.      MT  (+/- 180 meters Scaled)
 JQ0452
 JQ0452                          SUPERSEDED SURVEY CONTROL
 JQ0452
 JQ0452.No superseded survey control is available for this station.
 JQ0452
 JQ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC276208(NAD 83)
 JQ0452_MARKER: I = METAL ROD
 JQ0452_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JQ0452+WITH SETTING: INFORMATION.
 JQ0452_SP_SET: SHALLOW SET METAL ROD
 JQ0452_STAMPING: H 417 1984
 JQ0452_MARK LOGO: NGS   
 JQ0452_PROJECTION: FLUSH
 JQ0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0452_ROD/PIPE-DEPTH: 2.1  meters
 JQ0452
 JQ0452  HISTORY     - Date     Condition        Report By
 JQ0452  HISTORY     - 1984     MONUMENTED       NGS
 JQ0452
 JQ0452                          STATION DESCRIPTION
 JQ0452
 JQ0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0452'50.2 KM (31.4 MI) EAST FROM TONOPAH.
 JQ0452'50.2 KM (31.4 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0452'HIGHWAY 95 AT TONOPAH, 65.5 METERS (215 FT) EAST OF THE HIGHWAY
 JQ0452'CENTERLINE, 126.8 METERS (416 FT) SOUTHEAST OF MILEPOST 33 AND
 JQ0452'3.5 METERS (11.5 FT) WEST OF A POWER POLE.
 JQ0452'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 JQ0452'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0475 ***********************************************************************
 JQ0475  DESIGNATION -  H 418
 JQ0475  PID         -  JQ0475
 JQ0475  STATE/COUNTY-  NV/NYE
 JQ0475  USGS QUAD   -  PALISADE MESA (1980)
 JQ0475
 JQ0475                         *CURRENT SURVEY CONTROL
 JQ0475  ___________________________________________________________________
 JQ0475* NAD 83(1986)-  38 24 54.     (N)    116 11 31.     (W)     SCALED    
 JQ0475* NAVD 88     -      1729.493  (meters)    5674.18   (feet)  ADJUSTED  
 JQ0475  ___________________________________________________________________
 JQ0475  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 JQ0475  DYNAMIC HT  -        1727.597 (meters)    5667.96  (feet)  COMP
 JQ0475  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 JQ0475
 JQ0475  VERT ORDER  -  FIRST     CLASS II
 JQ0475
 JQ0475.The horizontal coordinates were scaled from a topographic map and have
 JQ0475.an estimated accuracy of +/- 6 seconds.
 JQ0475
 JQ0475.The orthometric height was determined by differential leveling
 JQ0475.and adjusted by the National Geodetic Survey in June 1991..
 JQ0475
 JQ0475.The geoid height was determined by GEOID03.
 JQ0475
 JQ0475.The dynamic height is computed by dividing the NAVD 88
 JQ0475.geopotential number by the normal gravity value computed on the
 JQ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0475.degrees latitude (g = 980.6199 gals.).
 JQ0475
 JQ0475.The modeled gravity was interpolated from observed gravity values.
 JQ0475
 JQ0475;                    North         East    Units  Estimated Accuracy
 JQ0475;SPC NV C     - 6,406,770.      541,460.      MT  (+/- 180 meters Scaled)
 JQ0475
 JQ0475                          SUPERSEDED SURVEY CONTROL
 JQ0475
 JQ0475.No superseded survey control is available for this station.
 JQ0475
 JQ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC705521(NAD 83)
 JQ0475_MARKER: I = METAL ROD
 JQ0475_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0475_SP_SET: STAINLESS STEEL ROD
 JQ0475_STAMPING: H 418 1984
 JQ0475_MARK LOGO: NGS   
 JQ0475_PROJECTION: FLUSH
 JQ0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0475_ROD/PIPE-DEPTH: 4.8  meters
 JQ0475
 JQ0475  HISTORY     - Date     Condition        Report By
 JQ0475  HISTORY     - 1984     MONUMENTED       NGS
 JQ0475
 JQ0475                          STATION DESCRIPTION
 JQ0475
 JQ0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0475'29.4 KM (18.4 MI) NE FROM WARM SPRINGS.
 JQ0475'29.45 KM (18.4 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0475'STATE HIGHWAY 375 AT WARM SPRINGS, 0.65 KM (0.4 MI) NORTHEAST OF
 JQ0475'MILEPOST 69, 26.4 METERS (86.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE
 JQ0475'AND 27.0 METERS (88.5 FT) SOUTH OF THE SOUTHWEST END OF THE SOUTHEAST
 JQ0475'HEADWALL FOR A 30-INCH CORRUGATED METAL PIPE CULVERT.
 JQ0475'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 JQ0475'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0296 ***********************************************************************
 JP0296  DESIGNATION -  H 419
 JP0296  PID         -  JP0296
 JP0296  STATE/COUNTY-  NV/NYE
 JP0296  USGS QUAD   -  BLUE EAGLE SPRINGS N (1990)
 JP0296
 JP0296                         *CURRENT SURVEY CONTROL
 JP0296  ___________________________________________________________________
 JP0296* NAD 83(1986)-  38 41 59.     (N)    115 31 23.     (W)     SCALED    
 JP0296* NAVD 88     -      1504.145  (meters)    4934.85   (feet)  ADJUSTED  
 JP0296  ___________________________________________________________________
 JP0296  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 JP0296  DYNAMIC HT  -        1502.587 (meters)    4929.74  (feet)  COMP
 JP0296  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 JP0296
 JP0296  VERT ORDER  -  FIRST     CLASS II
 JP0296
 JP0296.The horizontal coordinates were scaled from a topographic map and have
 JP0296.an estimated accuracy of +/- 6 seconds.
 JP0296
 JP0296.The orthometric height was determined by differential leveling
 JP0296.and adjusted by the National Geodetic Survey in June 1991..
 JP0296
 JP0296.The geoid height was determined by GEOID03.
 JP0296
 JP0296.The dynamic height is computed by dividing the NAVD 88
 JP0296.geopotential number by the normal gravity value computed on the
 JP0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0296.degrees latitude (g = 980.6199 gals.).
 JP0296
 JP0296.The modeled gravity was interpolated from observed gravity values.
 JP0296
 JP0296;                    North         East    Units  Estimated Accuracy
 JP0296;SPC NV C     - 6,438,890.      599,480.      MT  (+/- 180 meters Scaled)
 JP0296
 JP0296                          SUPERSEDED SURVEY CONTROL
 JP0296
 JP0296.No superseded survey control is available for this station.
 JP0296
 JP0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC284844(NAD 83)
 JP0296_MARKER: I = METAL ROD
 JP0296_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JP0296_SP_SET: STAINLESS STEEL ROD
 JP0296_STAMPING: H 419 1984
 JP0296_MARK LOGO: NGS   
 JP0296_PROJECTION: FLUSH
 JP0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0296_ROD/PIPE-DEPTH: 3.0  meters
 JP0296
 JP0296  HISTORY     - Date     Condition        Report By
 JP0296  HISTORY     - 1984     MONUMENTED       NGS
 JP0296
 JP0296                          STATION DESCRIPTION
 JP0296
 JP0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0296'6.5 KM (4.1 MI) SW FROM CURRANT.
 JP0296'6.55 KM (4.1 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0296'STATE HIGHWAY 379 AT CURRANT, 1.0 KM (0.6 MI) SOUTHWEST OF THE Y
 JP0296'JUNCTION OF A DIRT ROAD LEADING WEST, 30.8 METERS (101 FT) NORTHWEST
 JP0296'OF THE HIGHWAY CENTERLINE AND 20.7 METERS (68 FT) NORTHWEST OF
 JP0296'MILEPOST 114.
 JP0296'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 JP0296'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0321 ***********************************************************************
 JP0321  DESIGNATION -  H 420
 JP0321  PID         -  JP0321
 JP0321  STATE/COUNTY-  NV/WHITE PINE
 JP0321  USGS QUAD   -  BADGER HOLE SPRING (1978)
 JP0321
 JP0321                         *CURRENT SURVEY CONTROL
 JP0321  ___________________________________________________________________
 JP0321* NAD 83(1986)-  38 58 37.     (N)    115 08 07.     (W)     SCALED    
 JP0321* NAVD 88     -      1846.212  (meters)    6057.11   (feet)  ADJUSTED  
 JP0321  ___________________________________________________________________
 JP0321  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 JP0321  DYNAMIC HT  -        1844.250 (meters)    6050.68  (feet)  COMP
 JP0321  MODELED GRAV-     979,499.9   (mgal)                       NAVD 88
 JP0321
 JP0321  VERT ORDER  -  FIRST     CLASS II
 JP0321
 JP0321.The horizontal coordinates were scaled from a topographic map and have
 JP0321.an estimated accuracy of +/- 6 seconds.
 JP0321
 JP0321.The orthometric height was determined by differential leveling
 JP0321.and adjusted by the National Geodetic Survey in June 1991..
 JP0321
 JP0321.The geoid height was determined by GEOID03.
 JP0321
 JP0321.The dynamic height is computed by dividing the NAVD 88
 JP0321.geopotential number by the normal gravity value computed on the
 JP0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0321.degrees latitude (g = 980.6199 gals.).
 JP0321
 JP0321.The modeled gravity was interpolated from observed gravity values.
 JP0321
 JP0321;                    North         East    Units  Estimated Accuracy
 JP0321;SPC NV E     - 8,469,140.      238,820.      MT  (+/- 180 meters Scaled)
 JP0321
 JP0321                          SUPERSEDED SURVEY CONTROL
 JP0321
 JP0321.No superseded survey control is available for this station.
 JP0321
 JP0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD615158(NAD 83)
 JP0321_MARKER: DB = BENCH MARK DISK
 JP0321_SETTING: 66 = SET IN ROCK OUTCROP
 JP0321_SP_SET: ROCK OUTCROP
 JP0321_STAMPING: H 420 1984
 JP0321_MARK LOGO: NGS   
 JP0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0321+STABILITY: POSITION/ELEVATION WELL
 JP0321
 JP0321  HISTORY     - Date     Condition        Report By
 JP0321  HISTORY     - 1984     MONUMENTED       NGS
 JP0321
 JP0321                          STATION DESCRIPTION
 JP0321
 JP0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0321'43.1 KM (26.8 MI) NE FROM CURRANT.
 JP0321'43.1 KM (26.8 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0321'STATE HIGHWAY 379 AT CURRANT, IN TOP OF THE NORTHWEST END OF A 2 BY 6
 JP0321'FOOT PORTION OF RHYOLITE OUTCROP PROJECTING 3 INCHES ABOVE THE SURFACE
 JP0321'OF THE GROUND, AT THE SOUTHWEST END OF A LARGE BLADED CLEARING, 2.5 KM
 JP0321'(1.55 MI) SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 318, 0.6 KM
 JP0321'(0.35 MI) NORTHEAST OF MILEPOST 12, 16.3 METERS (53.5 FT) NORTHWEST OF
 JP0321'THE HIGHWAY CENTERLINE, 44.5 METERS (146 FT) SOUTHEAST OF THE CENTER
 JP0321'OF THE OLD HIGHWAY BED AND 23.0 METERS (75.5 FT) NORTHEAST OF THE
 JP0321'SOUTHWEST END OF AN ASPHALT CURB DRAIN.
 JP0321'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 JP0321'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0233 ***********************************************************************
 KP0233  DESIGNATION -  H 421
 KP0233  PID         -  KP0233
 KP0233  STATE/COUNTY-  NV/WHITE PINE
 KP0233  USGS QUAD   -  ELY (1978)
 KP0233
 KP0233                         *CURRENT SURVEY CONTROL
 KP0233  ___________________________________________________________________
 KP0233* NAD 83(1986)-  39 14 56.     (N)    114 54 30.     (W)     SCALED    
 KP0233* NAVD 88     -      1994.040  (meters)    6542.11   (feet)  ADJUSTED  
 KP0233  ___________________________________________________________________
 KP0233  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 KP0233  DYNAMIC HT  -        1991.850 (meters)    6534.93  (feet)  COMP
 KP0233  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 KP0233
 KP0233  VERT ORDER  -  FIRST     CLASS II
 KP0233
 KP0233.The horizontal coordinates were scaled from a topographic map and have
 KP0233.an estimated accuracy of +/- 6 seconds.
 KP0233
 KP0233.The orthometric height was determined by differential leveling
 KP0233.and adjusted by the National Geodetic Survey in June 1991..
 KP0233
 KP0233.The geoid height was determined by GEOID03.
 KP0233
 KP0233.The dynamic height is computed by dividing the NAVD 88
 KP0233.geopotential number by the normal gravity value computed on the
 KP0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0233.degrees latitude (g = 980.6199 gals.).
 KP0233
 KP0233.The modeled gravity was interpolated from observed gravity values.
 KP0233
 KP0233;                    North         East    Units  Estimated Accuracy
 KP0233;SPC NV E     - 8,499,440.      258,260.      MT  (+/- 180 meters Scaled)
 KP0233
 KP0233                          SUPERSEDED SURVEY CONTROL
 KP0233
 KP0233.No superseded survey control is available for this station.
 KP0233
 KP0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD804464(NAD 83)
 KP0233_MARKER: DB = BENCH MARK DISK
 KP0233_SETTING: 66 = SET IN ROCK OUTCROP
 KP0233_SP_SET: ROCK OUTCROP
 KP0233_STAMPING: H 421 1984
 KP0233_MARK LOGO: NGS   
 KP0233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0233+STABILITY: POSITION/ELEVATION WELL
 KP0233
 KP0233  HISTORY     - Date     Condition        Report By
 KP0233  HISTORY     - 1984     MONUMENTED       NGS
 KP0233  HISTORY     - 1984     GOOD             NGS
 KP0233
 KP0233                          STATION DESCRIPTION
 KP0233
 KP0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0233'3.2 KM (2.0 MI) NW FROM ELY.
 KP0233'3.25 KM (2.05 MI) NORTHWEST ALONG US HIGHWAY 50 FROM ITS JUNCTION WITH
 KP0233'US HIGHWAY 93 AT ELY, IN TOP OF AND 0.7 METER (2.5 FT) NORTHWEST OF
 KP0233'THE SOUTHEAST END OF A MASSIVE LIMESTONE OUTCROP, AT THE SOUTHEAST END
 KP0233'OF THE BRIDGE OVER THE NEVADA NORTHERN RAILROAD, 0.55 KM (0.35 MI)
 KP0233'NORTHWEST OF MILEPOST 66, 9.7 METERS (32 FT) SOUTHWEST OF THE HIGHWAY
 KP0233'CENTERLINE, 4.9 METERS (16 FT) WEST OF THE SOUTH CORNER OF THE BRIDGE
 KP0233'AND 1.8 METERS (6 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE OUTCROP.
 KP0233'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 KP0233'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 KP0233
 KP0233                          STATION RECOVERY (1984)
 KP0233
 KP0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0756 ***********************************************************************
 LR0756  DESIGNATION -  H 422
 LR0756  PID         -  LR0756
 LR0756  STATE/COUNTY-  NV/EUREKA
 LR0756  USGS QUAD   -  BOBS FLAT (1986)
 LR0756
 LR0756                         *CURRENT SURVEY CONTROL
 LR0756  ___________________________________________________________________
 LR0756* NAD 83(1986)-  40 39 45.     (N)    116 25 56.     (W)     SCALED    
 LR0756* NAVD 88     -      1524.760  (meters)    5002.48   (feet)  ADJUSTED  
 LR0756  ___________________________________________________________________
 LR0756  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 LR0756  DYNAMIC HT  -        1523.518 (meters)    4998.41  (feet)  COMP
 LR0756  MODELED GRAV-     979,756.3   (mgal)                       NAVD 88
 LR0756
 LR0756  VERT ORDER  -  FIRST     CLASS II
 LR0756
 LR0756.The horizontal coordinates were scaled from a topographic map and have
 LR0756.an estimated accuracy of +/- 6 seconds.
 LR0756
 LR0756.The orthometric height was determined by differential leveling
 LR0756.and adjusted by the National Geodetic Survey in June 1991..
 LR0756
 LR0756.The geoid height was determined by GEOID03.
 LR0756
 LR0756.The dynamic height is computed by dividing the NAVD 88
 LR0756.geopotential number by the normal gravity value computed on the
 LR0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0756.degrees latitude (g = 980.6199 gals.).
 LR0756
 LR0756.The modeled gravity was interpolated from observed gravity values.
 LR0756
 LR0756;                    North         East    Units  Estimated Accuracy
 LR0756;SPC NV E     - 8,656,520.      128,220.      MT  (+/- 180 meters Scaled)
 LR0756
 LR0756                          SUPERSEDED SURVEY CONTROL
 LR0756
 LR0756.No superseded survey control is available for this station.
 LR0756
 LR0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF479014(NAD 83)
 LR0756_MARKER: DB = BENCH MARK DISK
 LR0756_SETTING: 66 = SET IN ROCK OUTCROP
 LR0756_SP_SET: ROCK OUTCROP
 LR0756_STAMPING: H 422 1984
 LR0756_MARK LOGO: NGS   
 LR0756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0756+STABILITY: POSITION/ELEVATION WELL
 LR0756
 LR0756  HISTORY     - Date     Condition        Report By
 LR0756  HISTORY     - 1984     MONUMENTED       NGS
 LR0756
 LR0756                          STATION DESCRIPTION
 LR0756
 LR0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0756'29.4 KM (18.4 MI) SW FROM CARLIN.
 LR0756'29.45 KM (18.45 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF
 LR0756'STATE HIGHWAY 278 AT CARLIN, IN TOP OF AND 0.6 METERS (2 FT) WEST OF
 LR0756'THE EAST EDGE OF A 4 BY 5 FOOT SHELF OF VOLCANIC ROCK IN THE BASE OF
 LR0756'THE HIGHEST PART OF A ROCKY CUT, 0.7 KM (0.45 MI) WEST OF MILEPOST
 LR0756'262, 12.6 METERS (41.5 FT) NORTH OF THE WEST BOUND HIGHWAY CENTERLINE,
 LR0756'1.0 METER (3.5 FT) ABOVE THE BASE OF THE CUT AND 0.3 METER (1 FT)
 LR0756'NORTH OF THE SOUTH END OF THE ROCK.
 LR0756'THE MARK IS 0.15 METERS  E FROM A WITNESS POST.
 LR0756'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0696 ***********************************************************************
 MT0696  DESIGNATION -  H 423
 MT0696  PID         -  MT0696
 MT0696  STATE/COUNTY-  NV/ELKO
 MT0696  USGS QUAD   -  HOLBORN (1968)
 MT0696
 MT0696                         *CURRENT SURVEY CONTROL
 MT0696  ___________________________________________________________________
 MT0696* NAD 83(1986)-  41 08 50.     (N)    114 44 21.     (W)     SCALED    
 MT0696* NAVD 88     -      1848.003  (meters)    6062.99   (feet)  ADJUSTED  
 MT0696  ___________________________________________________________________
 MT0696  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 MT0696  DYNAMIC HT  -        1846.462 (meters)    6057.93  (feet)  COMP
 MT0696  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 MT0696
 MT0696  VERT ORDER  -  FIRST     CLASS II
 MT0696
 MT0696.The horizontal coordinates were scaled from a topographic map and have
 MT0696.an estimated accuracy of +/- 6 seconds.
 MT0696
 MT0696.The orthometric height was determined by differential leveling
 MT0696.and adjusted by the National Geodetic Survey in June 1991..
 MT0696
 MT0696.The geoid height was determined by GEOID03.
 MT0696
 MT0696.The dynamic height is computed by dividing the NAVD 88
 MT0696.geopotential number by the normal gravity value computed on the
 MT0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0696.degrees latitude (g = 980.6199 gals.).
 MT0696
 MT0696.The modeled gravity was interpolated from observed gravity values.
 MT0696
 MT0696;                    North         East    Units  Estimated Accuracy
 MT0696;SPC NV E     - 8,710,340.      270,860.      MT  (+/- 180 meters Scaled)
 MT0696
 MT0696                          SUPERSEDED SURVEY CONTROL
 MT0696
 MT0696.No superseded survey control is available for this station.
 MT0696
 MT0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF897575(NAD 83)
 MT0696_MARKER: I = METAL ROD
 MT0696_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0696_SP_SET: STAINLESS STEEL ROD
 MT0696_STAMPING: H 423 1984
 MT0696_MARK LOGO: NGS   
 MT0696_PROJECTION: FLUSH
 MT0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0696_ROD/PIPE-DEPTH: 7.3  meters
 MT0696
 MT0696  HISTORY     - Date     Condition        Report By
 MT0696  HISTORY     - 1984     MONUMENTED       NGS
 MT0696
 MT0696                          STATION DESCRIPTION
 MT0696
 MT0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MT0696'20.9 KM (13.3 MI) NE FROM WELLS.
 MT0696'13.45 KM (8.45 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE
 MT0696'OVER US HIGHWAY 93 AT WELLS, THENCE 0.15 KM (0.1 MI) NORTH ALONG MOOR
 MT0696'SUMMIT ROAD, THENCE 7.65 KM (4.8 MI) NORTHEAST ALONG MOOR-COBRE ROAD,
 MT0696'AT THE NORTHEAST END OF A LONG LOW ROAD CUT, 17.0 METERS (56 FT)
 MT0696'SOUTHEAST OF THE CENTER OF THE ROAD AND 0.9 METER (3 FT) SOUTHWEST OF
 MT0696'A USBLM BOUNDRY MARKER.
 MT0696'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 MT0696'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0380 ***********************************************************************
 MU0380  DESIGNATION -  H 424
 MU0380  PID         -  MU0380
 MU0380  STATE/COUNTY-  NV/HUMBOLDT
 MU0380  USGS QUAD   -  WESO (1983)
 MU0380
 MU0380                         *CURRENT SURVEY CONTROL
 MU0380  ___________________________________________________________________
 MU0380* NAD 83(1986)-  41 06 53.     (N)    117 41 53.     (W)     SCALED    
 MU0380* NAVD 88     -      1364.121  (meters)    4475.45   (feet)  ADJUSTED  
 MU0380  ___________________________________________________________________
 MU0380  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 MU0380  DYNAMIC HT  -        1363.114 (meters)    4472.15  (feet)  COMP
 MU0380  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 MU0380
 MU0380  VERT ORDER  -  FIRST     CLASS II
 MU0380
 MU0380.The horizontal coordinates were scaled from a topographic map and have
 MU0380.an estimated accuracy of +/- 6 seconds.
 MU0380
 MU0380.The orthometric height was determined by differential leveling
 MU0380.and adjusted by the National Geodetic Survey in June 1991..
 MU0380
 MU0380.The geoid height was determined by GEOID03.
 MU0380
 MU0380.The dynamic height is computed by dividing the NAVD 88
 MU0380.geopotential number by the normal gravity value computed on the
 MU0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0380.degrees latitude (g = 980.6199 gals.).
 MU0380
 MU0380.The modeled gravity was interpolated from observed gravity values.
 MU0380
 MU0380;                    North         East    Units  Estimated Accuracy
 MU0380;SPC NV W     - 4,706,760.      874,350.      MT  (+/- 180 meters Scaled)
 MU0380
 MU0380                          SUPERSEDED SURVEY CONTROL
 MU0380
 MU0380.No superseded survey control is available for this station.
 MU0380
 MU0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF413517(NAD 83)
 MU0380_MARKER: I = METAL ROD
 MU0380_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MU0380+WITH SETTING: INFORMATION.
 MU0380_SP_SET: SHALLOW-SET METAL ROD
 MU0380_STAMPING: H 424 1984
 MU0380_MARK LOGO: NGS   
 MU0380_PROJECTION: FLUSH
 MU0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0380_ROD/PIPE-DEPTH: 2.4  meters
 MU0380
 MU0380  HISTORY     - Date     Condition        Report By
 MU0380  HISTORY     - 1984     MONUMENTED       NGS
 MU0380
 MU0380                          STATION DESCRIPTION
 MU0380
 MU0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0380'16.6 KM (10.3 MI) NORTH FROM WINNEMUCCA.
 MU0380'16.55 KM (10.28 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0380'WINNEMUCCA, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A DIM TRACK
 MU0380'ROAD LEADING WEST TO THE OLD HIGHWAY, 0.32 KM (0.20 MI) NORTH OF
 MU0380'MILEPOST 10, 1.06 KM (0.66 MI) SOUTH OF A HIGH TENSION POWER LINE
 MU0380'CROSSING, 30.2 METERS (99 FT) WEST OF THE HIGHWAY CENTERLINE,
 MU0380'23.2 METERS (76 FT) WEST OF THE SOUTH END OF THE WEST CONCRETE
 MU0380'HEADWALL BEARING A USGS BENCH MARK 78 STR, 5.2 METERS (17 FT) SOUTH OF
 MU0380'THE SOUTH GATE POST FOR A WIRE GATE AND 0.8 METER (2.5 FT) EAST OF THE
 MU0380'RIGHT OF WAY FENCE.
 MU0380'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MU0380'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0405 ***********************************************************************
 MU0405  DESIGNATION -  H 425
 MU0405  PID         -  MU0405
 MU0405  STATE/COUNTY-  NV/HUMBOLDT
 MU0405  USGS QUAD   -  ANDORNO RANCH (1982)
 MU0405
 MU0405                         *CURRENT SURVEY CONTROL
 MU0405  ___________________________________________________________________
 MU0405* NAD 83(1986)-  41 24 02.     (N)    117 50 55.     (W)     SCALED    
 MU0405* NAVD 88     -      1270.310  (meters)    4167.68   (feet)  ADJUSTED  
 MU0405  ___________________________________________________________________
 MU0405  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 MU0405  DYNAMIC HT  -        1269.414 (meters)    4164.74  (feet)  COMP
 MU0405  MODELED GRAV-     979,873.9   (mgal)                       NAVD 88
 MU0405
 MU0405  VERT ORDER  -  FIRST     CLASS II
 MU0405
 MU0405.The horizontal coordinates were scaled from a topographic map and have
 MU0405.an estimated accuracy of +/- 6 seconds.
 MU0405
 MU0405.The orthometric height was determined by differential leveling
 MU0405.and adjusted by the National Geodetic Survey in June 1991..
 MU0405
 MU0405.The geoid height was determined by GEOID03.
 MU0405
 MU0405.The dynamic height is computed by dividing the NAVD 88
 MU0405.geopotential number by the normal gravity value computed on the
 MU0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0405.degrees latitude (g = 980.6199 gals.).
 MU0405
 MU0405.The modeled gravity was interpolated from observed gravity values.
 MU0405
 MU0405;                    North         East    Units  Estimated Accuracy
 MU0405;SPC NV W     - 4,738,390.      861,430.      MT  (+/- 180 meters Scaled)
 MU0405
 MU0405                          SUPERSEDED SURVEY CONTROL
 MU0405
 MU0405.No superseded survey control is available for this station.
 MU0405
 MU0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF290835(NAD 83)
 MU0405_MARKER: I = METAL ROD
 MU0405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0405_SP_SET: STAINLESS STEEL ROD
 MU0405_STAMPING: H 425 1984
 MU0405_MARK LOGO: NGS   
 MU0405_PROJECTION: FLUSH
 MU0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0405_ROD/PIPE-DEPTH: 10.9 meters
 MU0405
 MU0405  HISTORY     - Date     Condition        Report By
 MU0405  HISTORY     - 1984     MONUMENTED       NGS
 MU0405
 MU0405                          STATION DESCRIPTION
 MU0405
 MU0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0405'56.5 KM (35.1 MI) NORTH FROM WINNEMUCCA.
 MU0405'50.93 KM (31.65 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0405'WINNEMUCCA, THENCE 5.59 KM (3.47 MI) WEST ALONG STATE HIGHWAY 140,
 MU0405'0.76 KM (0.47 MI) WEST OF MILEPOST 3, 60.9 METERS (200 FT) NORTH OF
 MU0405'THE HIGHWAY CENTERLINE, 3.0 METERS (10 FT) EAST OF THE EAST POST FOR A
 MU0405'WOODEN BRACE IN THE RIGHT OF WAY FENCE AND 0.3 METERS (1 FT) SOUTH OF
 MU0405'THE RIGHT OF WAY FENCE.
 MU0405'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 MU0405'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0724 ***********************************************************************
 LR0724  DESIGNATION -  H 426
 LR0724  PID         -  LR0724
 LR0724  STATE/COUNTY-  NV/LANDER
 LR0724  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0724
 LR0724                         *CURRENT SURVEY CONTROL
 LR0724  ___________________________________________________________________
 LR0724* NAD 83(1986)-  40 38 34.     (N)    116 56 05.     (W)     SCALED    
 LR0724* NAVD 88     -      1375.554  (meters)    4512.96   (feet)  ADJUSTED  
 LR0724  ___________________________________________________________________
 LR0724  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 LR0724  DYNAMIC HT  -        1374.447 (meters)    4509.33  (feet)  COMP
 LR0724  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 LR0724
 LR0724  VERT ORDER  -  FIRST     CLASS II
 LR0724
 LR0724.The horizontal coordinates were scaled from a topographic map and have
 LR0724.an estimated accuracy of +/- 6 seconds.
 LR0724
 LR0724.The orthometric height was determined by differential leveling
 LR0724.and adjusted by the National Geodetic Survey in June 1991..
 LR0724
 LR0724.The geoid height was determined by GEOID03.
 LR0724
 LR0724.The dynamic height is computed by dividing the NAVD 88
 LR0724.geopotential number by the normal gravity value computed on the
 LR0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0724.degrees latitude (g = 980.6199 gals.).
 LR0724
 LR0724.The modeled gravity was interpolated from observed gravity values.
 LR0724
 LR0724;                    North         East    Units  Estimated Accuracy
 LR0724;SPC NV C     - 6,654,010.      477,330.      MT  (+/- 180 meters Scaled)
 LR0724
 LR0724                          SUPERSEDED SURVEY CONTROL
 LR0724
 LR0724.No superseded survey control is available for this station.
 LR0724
 LR0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE055991(NAD 83)
 LR0724_MARKER: I = METAL ROD
 LR0724_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LR0724_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LR0724_STAMPING: H 426 1984
 LR0724_MARK LOGO: NGS   
 LR0724_PROJECTION: FLUSH
 LR0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0724+STABILITY: POSITION/ELEVATION WELL
 LR0724_ROD/PIPE-DEPTH: 12.8 meters
 LR0724_SLEEVE-DEPTH  : 9.1 meters
 LR0724
 LR0724  HISTORY     - Date     Condition        Report By
 LR0724  HISTORY     - 1984     MONUMENTED       NGS
 LR0724  HISTORY     - 1984     GOOD             NGS
 LR0724  HISTORY     - 1985     GOOD             NGS
 LR0724
 LR0724                          STATION DESCRIPTION
 LR0724
 LR0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0724'IN BATTLE MOUNTAIN.
 LR0724'IN THE WEST CORNER OF THE NORTHSIDE CITY PARK, 54.8 METERS (180 FT)
 LR0724'EAST ACROSS THE TRACKS FROM THE EAST CORNER OF THE SOUTHERN PACIFIC
 LR0724'RAILROAD STATION, 38.1 METERS (125 FT) NORTHEAST OF THE NORTHEAST
 LR0724'RAIL, 19.0 METERS (62.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LR0724'CINDER BLOCK BUILDING AND 11.9 METERS (39 FT) SOUTHEAST OF THE CENTER
 LR0724'OF A DIRT ROAD.
 LR0724'THE MARK IS 0.6 M BELOW THE TRACKS.
 LR0724
 LR0724                          STATION RECOVERY (1984)
 LR0724
 LR0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0724'RECOVERED IN GOOD CONDITION.
 LR0724
 LR0724                          STATION RECOVERY (1985)
 LR0724
 LR0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LR0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0241 ***********************************************************************
 KP0241  DESIGNATION -  H 427
 KP0241  PID         -  KP0241
 KP0241  STATE/COUNTY-  NV/WHITE PINE
 KP0241  USGS QUAD   -  COMINS LAKE (1978)
 KP0241
 KP0241                         *CURRENT SURVEY CONTROL
 KP0241  ___________________________________________________________________
 KP0241* NAD 83(1986)-  39 11 12.     (N)    114 49 55.     (W)     SCALED    
 KP0241* NAVD 88     -      1997.377  (meters)    6553.06   (feet)  ADJUSTED  
 KP0241  ___________________________________________________________________
 KP0241  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 KP0241  DYNAMIC HT  -        1995.192 (meters)    6545.89  (feet)  COMP
 KP0241  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 KP0241
 KP0241  VERT ORDER  -  FIRST     CLASS II
 KP0241
 KP0241.The horizontal coordinates were scaled from a topographic map and have
 KP0241.an estimated accuracy of +/- 6 seconds.
 KP0241
 KP0241.The orthometric height was determined by differential leveling
 KP0241.and adjusted by the National Geodetic Survey in June 1991..
 KP0241
 KP0241.The geoid height was determined by GEOID03.
 KP0241
 KP0241.The dynamic height is computed by dividing the NAVD 88
 KP0241.geopotential number by the normal gravity value computed on the
 KP0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0241.degrees latitude (g = 980.6199 gals.).
 KP0241
 KP0241.The modeled gravity was interpolated from observed gravity values.
 KP0241
 KP0241;                    North         East    Units  Estimated Accuracy
 KP0241;SPC NV E     - 8,492,590.      264,910.      MT  (+/- 180 meters Scaled)
 KP0241
 KP0241                          SUPERSEDED SURVEY CONTROL
 KP0241
 KP0241.No superseded survey control is available for this station.
 KP0241
 KP0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD872397(NAD 83)
 KP0241_MARKER: I = METAL ROD
 KP0241_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0241_SP_SET: STAINLESS STEEL ROD
 KP0241_STAMPING: H 427 1984
 KP0241_MARK LOGO: NGS   
 KP0241_PROJECTION: FLUSH
 KP0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0241_ROD/PIPE-DEPTH: 3.6  meters
 KP0241
 KP0241  HISTORY     - Date     Condition        Report By
 KP0241  HISTORY     - 1984     MONUMENTED       NGS
 KP0241
 KP0241                          STATION DESCRIPTION
 KP0241
 KP0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0241'7.2 KM (4.5 MI) SE FROM ELY.
 KP0241'7.2 KM (4.5 MI) SOUTHEAST ALONG US HIGHWAYS 6, 93 AND 50 FROM THE
 KP0241'JUNCTION OF US HIGHWAYS 6 AND 93, 0.65 KM (0.4 MI) NORTHWEST OF
 KP0241'MILEPOST 44, 0.25 KM (0.15 MI) SOUTHEAST OF THE T JUNCTION OF LOWRY
 KP0241'SPRING ROAD, 63.8 METERS (209.5 FT) NORTHEAST OF THE HIGHWAY
 KP0241'CENTERLINE, 7.6 METERS (25 FT) NORTHWEST OF THE THIRD TELEPHONE POLE
 KP0241'SOUTHEAST OF THE T JUNCTION OF THE ROAD AND 1.5 METERS (5 FT)
 KP0241'NORTHEAST OF THE CENTER OF THE TELEPHONE LINE.
 KP0241'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 KP0241'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0269 ***********************************************************************
 KP0269  DESIGNATION -  H 428
 KP0269  PID         -  KP0269
 KP0269  STATE/COUNTY-  NV/WHITE PINE
 KP0269  USGS QUAD   -  MAJORS PLACE (1993)
 KP0269
 KP0269                         *CURRENT SURVEY CONTROL
 KP0269  ___________________________________________________________________
 KP0269* NAD 83(1986)-  39 02 29.     (N)    114 30 52.     (W)     SCALED    
 KP0269* NAVD 88     -      1787.528  (meters)    5864.58   (feet)  ADJUSTED  
 KP0269  ___________________________________________________________________
 KP0269  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 KP0269  DYNAMIC HT  -        1785.617 (meters)    5858.31  (feet)  COMP
 KP0269  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 KP0269
 KP0269  VERT ORDER  -  FIRST     CLASS II
 KP0269
 KP0269.The horizontal coordinates were scaled from a topographic map and have
 KP0269.an estimated accuracy of +/- 6 seconds.
 KP0269
 KP0269.The orthometric height was determined by differential leveling
 KP0269.and adjusted by the National Geodetic Survey in June 1991..
 KP0269
 KP0269.The geoid height was determined by GEOID03.
 KP0269
 KP0269.The dynamic height is computed by dividing the NAVD 88
 KP0269.geopotential number by the normal gravity value computed on the
 KP0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0269.degrees latitude (g = 980.6199 gals.).
 KP0269
 KP0269.The modeled gravity was interpolated from observed gravity values.
 KP0269
 KP0269;                    North         East    Units  Estimated Accuracy
 KP0269;SPC NV E     - 8,476,740.      292,530.      MT  (+/- 180 meters Scaled)
 KP0269
 KP0269                          SUPERSEDED SURVEY CONTROL
 KP0269
 KP0269.No superseded survey control is available for this station.
 KP0269
 KP0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD151243(NAD 83)
 KP0269_MARKER: DB = BENCH MARK DISK
 KP0269_SETTING: 66 = SET IN ROCK OUTCROP
 KP0269_SP_SET: ROCK OUTCROP
 KP0269_STAMPING: H 428 1984
 KP0269_MARK LOGO: NGS   
 KP0269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0269+STABILITY: POSITION/ELEVATION WELL
 KP0269
 KP0269  HISTORY     - Date     Condition        Report By
 KP0269  HISTORY     - 1984     MONUMENTED       NGS
 KP0269
 KP0269                          STATION DESCRIPTION
 KP0269
 KP0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0269'52.8 KM (33.0 MI) WEST FROM BAKER.
 KP0269'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0269'OFFICE AT BAKER, THENCE 43.35 KM (27.05 MI) WEST ALONG US HIGHWAYS 6
 KP0269'AND 50, THENCE 0.8 KM (0.5 MI) SOUTH ALONG A TRACK ROAD, IN TOP OF AND
 KP0269'0.9 METER (3 FT) NORTH OF THE SOUTH END OF A 3 BY 6 FOOT PORTION OF
 KP0269'BASALT OUTCROP PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE GROUND AND
 KP0269'ON THE SOUTH SLOPE OF RATTLESNAKE KNOLL, 15.4 METERS (50.5 FT) NORTH
 KP0269'OF THE CENTER OF THE TRACK ROAD AND 0.3 METER (1 FT) EAST OF THE WEST
 KP0269'EDGE OF THE OUTCROP.
 KP0269'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 KP0269'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0296 ***********************************************************************
 KP0296  DESIGNATION -  H 429
 KP0296  PID         -  KP0296
 KP0296  STATE/COUNTY-  NV/WHITE PINE
 KP0296  USGS QUAD   -  LEHMAN CAVES (1986)
 KP0296
 KP0296                         *CURRENT SURVEY CONTROL
 KP0296  ___________________________________________________________________
 KP0296* NAD 83(1986)-  39 04 06.     (N)    114 10 19.     (W)     SCALED    
 KP0296* NAVD 88     -      1715.845  (meters)    5629.40   (feet)  ADJUSTED  
 KP0296  ___________________________________________________________________
 KP0296  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 KP0296  DYNAMIC HT  -        1714.067 (meters)    5623.57  (feet)  COMP
 KP0296  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 KP0296
 KP0296  VERT ORDER  -  FIRST     CLASS II
 KP0296
 KP0296.The horizontal coordinates were scaled from a topographic map and have
 KP0296.an estimated accuracy of +/- 6 seconds.
 KP0296
 KP0296.The orthometric height was determined by differential leveling
 KP0296.and adjusted by the National Geodetic Survey in June 1991..
 KP0296
 KP0296.The geoid height was determined by GEOID03.
 KP0296
 KP0296.The dynamic height is computed by dividing the NAVD 88
 KP0296.geopotential number by the normal gravity value computed on the
 KP0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0296.degrees latitude (g = 980.6199 gals.).
 KP0296
 KP0296.The modeled gravity was interpolated from observed gravity values.
 KP0296
 KP0296;                    North         East    Units  Estimated Accuracy
 KP0296;SPC NV E     - 8,480,130.      322,140.      MT  (+/- 180 meters Scaled)
 KP0296
 KP0296                          SUPERSEDED SURVEY CONTROL
 KP0296
 KP0296.No superseded survey control is available for this station.
 KP0296
 KP0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD446281(NAD 83)
 KP0296_MARKER: I = METAL ROD
 KP0296_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KP0296_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KP0296_STAMPING: H 429 1984
 KP0296_MARK LOGO: NGS   
 KP0296_PROJECTION: FLUSH
 KP0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0296+STABILITY: POSITION/ELEVATION WELL
 KP0296_ROD/PIPE-DEPTH: 9.1  meters
 KP0296
 KP0296  HISTORY     - Date     Condition        Report By
 KP0296  HISTORY     - 1984     MONUMENTED       NGS
 KP0296
 KP0296                          STATION DESCRIPTION
 KP0296
 KP0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0296'7.8 KM (4.9 MI) NW FROM BAKER.
 KP0296'7.85 KM (4.9 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0296'OFFICE AT BAKER, IN THE EAST CORNER OF THE T JUNCTION OF THE US
 KP0296'HIGHWAYS 6 AND 50 CUT OFF ROAD, 0.2 KM (0.1 MI) SOUTHEAST OF MILEPOST
 KP0296'11, 51.5 METERS (169 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 KP0296'37.0 METERS (121.5 FT) EAST OF THE CENTER OF THE CUT OFF ROAD AND
 KP0296'13.7 METERS (45 FT) SOUTHWEST OF THE SOUTHEAST POLE FOR A POWER LINE
 KP0296'CROSSING THE ROAD.
 KP0296'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 KP0296'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0143 ***********************************************************************
 KP0143  DESIGNATION -  H 43
 KP0143  PID         -  KP0143
 KP0143  STATE/COUNTY-  NV/WHITE PINE
 KP0143  USGS QUAD   -  MARKING CORRAL SUMMI (1990)
 KP0143
 KP0143                         *CURRENT SURVEY CONTROL
 KP0143  ___________________________________________________________________
 KP0143* NAD 83(1986)-  39 25 19.     (N)    115 11 57.     (W)     SCALED    
 KP0143* NAVD 88     -      2015.140  (meters)    6611.34   (feet)  ADJUSTED  
 KP0143  ___________________________________________________________________
 KP0143  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 KP0143  DYNAMIC HT  -        2013.028 (meters)    6604.41  (feet)  COMP
 KP0143  MODELED GRAV-     979,506.5   (mgal)                       NAVD 88
 KP0143
 KP0143  VERT ORDER  -  FIRST     CLASS II
 KP0143
 KP0143.The horizontal coordinates were scaled from a topographic map and have
 KP0143.an estimated accuracy of +/- 6 seconds.
 KP0143
 KP0143.The orthometric height was determined by differential leveling
 KP0143.and adjusted by the National Geodetic Survey in June 1991..
 KP0143
 KP0143.The geoid height was determined by GEOID03.
 KP0143
 KP0143.The dynamic height is computed by dividing the NAVD 88
 KP0143.geopotential number by the normal gravity value computed on the
 KP0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0143.degrees latitude (g = 980.6199 gals.).
 KP0143
 KP0143.The modeled gravity was interpolated from observed gravity values.
 KP0143
 KP0143;                    North         East    Units  Estimated Accuracy
 KP0143;SPC NV E     - 8,518,510.      233,080.      MT  (+/- 180 meters Scaled)
 KP0143
 KP0143                          SUPERSEDED SURVEY CONTROL
 KP0143
 KP0143  NGVD 29 (??/??/92) 2013.868  (m)         6607.17   (f) ADJ UNCH    1 2
 KP0143
 KP0143.Superseded values are not recommended for survey control.
 KP0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0143.See file dsdata.txt to determine how the superseded data were derived.
 KP0143
 KP0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD550651(NAD 83)
 KP0143_MARKER: DB = BENCH MARK DISK
 KP0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0143_STAMPING: H 43 1934
 KP0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0143+STABILITY: SURFACE MOTION
 KP0143
 KP0143  HISTORY     - Date     Condition        Report By
 KP0143  HISTORY     - 1934     MONUMENTED       CGS
 KP0143  HISTORY     - 1955     GOOD             NGS
 KP0143
 KP0143                          STATION DESCRIPTION
 KP0143
 KP0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KP0143'21.1 MI W FROM LANE.
 KP0143'21.1 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE PUBLIC SCHOOL AT LANE,
 KP0143'90 FEET WEST OF A CONCRETE CULVERT, AND 45 FEET NORTH OF THE
 KP0143'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 43 1934 AND SET
 KP0143'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0250 ***********************************************************************
 MV0250  DESIGNATION -  H 430
 MV0250  PID         -  MV0250
 MV0250  STATE/COUNTY-  NV/HUMBOLDT
 MV0250  USGS QUAD   -  QUINN RIVER CROSSING (1990)
 MV0250
 MV0250                         *CURRENT SURVEY CONTROL
 MV0250  ___________________________________________________________________
 MV0250* NAD 83(1986)-  41 33 22.     (N)    118 24 34.     (W)     SCALED    
 MV0250* NAVD 88     -      1249.506  (meters)    4099.42   (feet)  ADJUSTED  
 MV0250  ___________________________________________________________________
 MV0250  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 MV0250  DYNAMIC HT  -        1248.650 (meters)    4096.61  (feet)  COMP
 MV0250  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 MV0250
 MV0250  VERT ORDER  -  FIRST     CLASS II
 MV0250
 MV0250.The horizontal coordinates were scaled from a topographic map and have
 MV0250.an estimated accuracy of +/- 6 seconds.
 MV0250
 MV0250.The orthometric height was determined by differential leveling
 MV0250.and adjusted by the National Geodetic Survey in June 1991..
 MV0250
 MV0250.The geoid height was determined by GEOID03.
 MV0250
 MV0250.The dynamic height is computed by dividing the NAVD 88
 MV0250.geopotential number by the normal gravity value computed on the
 MV0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0250.degrees latitude (g = 980.6199 gals.).
 MV0250
 MV0250.The modeled gravity was interpolated from observed gravity values.
 MV0250
 MV0250;                    North         East    Units  Estimated Accuracy
 MV0250;SPC NV W     - 4,755,420.      814,510.      MT  (+/- 180 meters Scaled)
 MV0250
 MV0250                          SUPERSEDED SURVEY CONTROL
 MV0250
 MV0250.No superseded survey control is available for this station.
 MV0250
 MV0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG824014(NAD 83)
 MV0250_MARKER: I = METAL ROD
 MV0250_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0250_SP_SET: STAINLESS STEEL ROD
 MV0250_STAMPING: H 430 1984
 MV0250_MARK LOGO: NGS   
 MV0250_PROJECTION: FLUSH
 MV0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0250_ROD/PIPE-DEPTH: 12.2 meters
 MV0250
 MV0250  HISTORY     - Date     Condition        Report By
 MV0250  HISTORY     - 1984     MONUMENTED       NGS
 MV0250
 MV0250                          STATION DESCRIPTION
 MV0250
 MV0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0250'54.7 KM (34.0 MI) SE FROM DENIO.
 MV0250'53.56 KM (33.29 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0250'OFFICE AT DENIO, THENCE 1.17 KM (0.73 MI) SOUTHWEST ALONG THE LEONARD
 MV0250'CREEK ROAD, AT THE TOP OF THE NORTHEAST END OF A LOW CUT, 0.14 KM
 MV0250'(0.09 MI) NORTHEAST OF THE NORTHEAST END OF A SMALL WOODEN BRIDGE OVER
 MV0250'THE QUINN RIVER, 26.5 METERS (87 FT) NORTHWEST OF THE CENTER OF THE
 MV0250'ROAD AND 32.0 METERS (105 FT) WEST OF THE NORTHEAST END OF THE CUT.
 MV0250'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 MV0250'THE MARK IS 1.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0275 ***********************************************************************
 MV0275  DESIGNATION -  H 431
 MV0275  PID         -  MV0275
 MV0275  STATE/COUNTY-  NV/HUMBOLDT
 MV0275  USGS QUAD   -  WILDER CREEK RANCH (1990)
 MV0275
 MV0275                         *CURRENT SURVEY CONTROL
 MV0275  ___________________________________________________________________
 MV0275* NAD 83(1986)-  41 52 32.     (N)    118 35 52.     (W)     SCALED    
 MV0275* NAVD 88     -      1451.188  (meters)    4761.11   (feet)  ADJUSTED  
 MV0275  ___________________________________________________________________
 MV0275  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 MV0275  DYNAMIC HT  -        1450.198 (meters)    4757.86  (feet)  COMP
 MV0275  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 MV0275
 MV0275  VERT ORDER  -  FIRST     CLASS II
 MV0275
 MV0275.The horizontal coordinates were scaled from a topographic map and have
 MV0275.an estimated accuracy of +/- 6 seconds.
 MV0275
 MV0275.The orthometric height was determined by differential leveling
 MV0275.and adjusted by the National Geodetic Survey in June 1991..
 MV0275
 MV0275.The geoid height was determined by GEOID03.
 MV0275
 MV0275.The dynamic height is computed by dividing the NAVD 88
 MV0275.geopotential number by the normal gravity value computed on the
 MV0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0275.degrees latitude (g = 980.6199 gals.).
 MV0275
 MV0275.The modeled gravity was interpolated from observed gravity values.
 MV0275
 MV0275;                    North         East    Units  Estimated Accuracy
 MV0275;SPC NV W     - 4,790,880.      798,800.      MT  (+/- 180 meters Scaled)
 MV0275
 MV0275                          SUPERSEDED SURVEY CONTROL
 MV0275
 MV0275.No superseded survey control is available for this station.
 MV0275
 MV0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG674371(NAD 83)
 MV0275_MARKER: DB = BENCH MARK DISK
 MV0275_SETTING: 66 = SET IN ROCK OUTCROP
 MV0275_SP_SET: ROCK OUTCROP
 MV0275_STAMPING: H 431 1984
 MV0275_MARK LOGO: NGS   
 MV0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0275+STABILITY: POSITION/ELEVATION WELL
 MV0275
 MV0275  HISTORY     - Date     Condition        Report By
 MV0275  HISTORY     - 1984     MONUMENTED       NGS
 MV0275
 MV0275                          STATION DESCRIPTION
 MV0275
 MV0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0275'13.5 KM (8.4 MI) SE FROM DENIO.
 MV0275'13.52 KM (8.40 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0275'OFFICE AT DENIO, AT THE Y JUNCTION OF A TRACK ROAD LEADING NORTHEAST
 MV0275'TO DRY GULCH, IN TOP OF A 4 BY 5 FOOT PORTION OF GRANITE OUTCROP
 MV0275'PROJECTING 3 FEET FROM THE WEST SLOPE OF A ROCKY HILL, 0.13 KM
 MV0275'(0.08 MI) NORTHWEST OF MILEPOST 60, 0.64 KM (0.40 MI) NORTHWEST OF THE
 MV0275'DENIO SUMMIT, 13.4 METERS (44 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 MV0275'7.3 METERS (24 FT) NORTHEAST OF THE CENTER OF THE TRACK ROAD AND
 MV0275'0.4 METER (1.3 FT) SOUTH OF THE NORTH END OF THE OUTCROP.
 MV0275'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MV0275'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0906 ***********************************************************************
 JR0906  DESIGNATION -  H 432
 JR0906  PID         -  JR0906
 JR0906  STATE/COUNTY-  NV/MINERAL
 JR0906  USGS QUAD   -  LUNING (1980)
 JR0906
 JR0906                         *CURRENT SURVEY CONTROL
 JR0906  ___________________________________________________________________
 JR0906* NAD 83(1986)-  38 33 43.     (N)    118 10 32.     (W)     SCALED    
 JR0906* NAVD 88     -      1473.618  (meters)    4834.70   (feet)  ADJUSTED  
 JR0906  ___________________________________________________________________
 JR0906  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 JR0906  DYNAMIC HT  -        1472.117 (meters)    4829.77  (feet)  COMP
 JR0906  MODELED GRAV-     979,558.7   (mgal)                       NAVD 88
 JR0906
 JR0906  VERT ORDER  -  FIRST     CLASS II
 JR0906
 JR0906.The horizontal coordinates were scaled from a topographic map and have
 JR0906.an estimated accuracy of +/- 6 seconds.
 JR0906
 JR0906.The orthometric height was determined by differential leveling
 JR0906.and adjusted by the National Geodetic Survey in June 1991..
 JR0906
 JR0906.The geoid height was determined by GEOID03.
 JR0906
 JR0906.The dynamic height is computed by dividing the NAVD 88
 JR0906.geopotential number by the normal gravity value computed on the
 JR0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0906.degrees latitude (g = 980.6199 gals.).
 JR0906
 JR0906.The modeled gravity was interpolated from observed gravity values.
 JR0906
 JR0906;                    North         East    Units  Estimated Accuracy
 JR0906;SPC NV W     - 4,423,050.      835,540.      MT  (+/- 180 meters Scaled)
 JR0906
 JR0906                          SUPERSEDED SURVEY CONTROL
 JR0906
 JR0906.No superseded survey control is available for this station.
 JR0906
 JR0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC975688(NAD 83)
 JR0906_MARKER: I = METAL ROD
 JR0906_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JR0906_SP_SET: STAINLESS STEEL ROD
 JR0906_STAMPING: H 432 1984
 JR0906_MARK LOGO: NGS   
 JR0906_PROJECTION: FLUSH
 JR0906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0906_ROD/PIPE-DEPTH: 7.3  meters
 JR0906
 JR0906  HISTORY     - Date     Condition        Report By
 JR0906  HISTORY     - 1984     MONUMENTED       NGS
 JR0906
 JR0906                          STATION DESCRIPTION
 JR0906
 JR0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JR0906'6.9 KM (4.3 MI) NORTH FROM LUNING.
 JR0906'1.3 KM (0.8 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 JR0906'POST OFFICE AT LUNING, THENCE 5.64 KM (3.51 MI) NORTH ALONG STATE
 JR0906'HIGHWAY 361, 0.95 KM (0.60 MI) NORTH OF A HIGH TENSION POWER LINE
 JR0906'CROSSING, 0.72 KM (0.45 MI) SOUTH OF MILEPOST 4, 27.1 METERS (89 FT)
 JR0906'EAST OF THE HIGHWAY CENTERLINE, 28.9 METERS (95 FT) NORTH OF THE NORTH
 JR0906'END OF A GRAVEL PIT AND 14.3 METERS (47 FT) WEST OF THE WEST EDGE OF A
 JR0906'SMALL DRY WASH.
 JR0906'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 JR0906'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0897 ***********************************************************************
 JR0897  DESIGNATION -  H 433
 JR0897  PID         -  JR0897
 JR0897  STATE/COUNTY-  NV/MINERAL
 JR0897  USGS QUAD   -  SODAVILLE (1967)
 JR0897
 JR0897                         *CURRENT SURVEY CONTROL
 JR0897  ___________________________________________________________________
 JR0897* NAD 83(1986)-  38 16 44.     (N)    118 05 56.     (W)     SCALED    
 JR0897* NAVD 88     -      1335.592  (meters)    4381.85   (feet)  ADJUSTED  
 JR0897  ___________________________________________________________________
 JR0897  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 JR0897  DYNAMIC HT  -        1334.209 (meters)    4377.32  (feet)  COMP
 JR0897  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 JR0897
 JR0897  VERT ORDER  -  FIRST     CLASS II
 JR0897
 JR0897.The horizontal coordinates were scaled from a topographic map and have
 JR0897.an estimated accuracy of +/- 6 seconds.
 JR0897
 JR0897.The orthometric height was determined by differential leveling
 JR0897.and adjusted by the National Geodetic Survey in June 1991..
 JR0897
 JR0897.The geoid height was determined by GEOID03.
 JR0897
 JR0897.The dynamic height is computed by dividing the NAVD 88
 JR0897.geopotential number by the normal gravity value computed on the
 JR0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0897.degrees latitude (g = 980.6199 gals.).
 JR0897
 JR0897.The modeled gravity was interpolated from observed gravity values.
 JR0897
 JR0897;                    North         East    Units  Estimated Accuracy
 JR0897;SPC NV W     - 4,391,670.      842,380.      MT  (+/- 180 meters Scaled)
 JR0897
 JR0897                          SUPERSEDED SURVEY CONTROL
 JR0897
 JR0897.No superseded survey control is available for this station.
 JR0897
 JR0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC038373(NAD 83)
 JR0897_MARKER: I = METAL ROD
 JR0897_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JR0897_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JR0897_STAMPING: H 433 1984
 JR0897_MARK LOGO: NGS   
 JR0897_PROJECTION: FLUSH
 JR0897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0897+STABILITY: POSITION/ELEVATION WELL
 JR0897_ROD/PIPE-DEPTH: 18.3 meters
 JR0897_SLEEVE-DEPTH  : 9.1 meters
 JR0897
 JR0897  HISTORY     - Date     Condition        Report By
 JR0897  HISTORY     - 1984     MONUMENTED       NGS
 JR0897  HISTORY     - 1984     GOOD             NGS
 JR0897  HISTORY     - 1986     GOOD             NGS
 JR0897
 JR0897                          STATION DESCRIPTION
 JR0897
 JR0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JR0897'12.2 KM (7.6 MI) SOUTH FROM MINA.
 JR0897'12.25 KM (7.65 MI) SOUTH ALONG US HIGHWAY 95 FROM THE FIRE STATION AT
 JR0897'MINA, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A DIRT ROAD LEADING
 JR0897'EAST, 0.1 KM (0.05 MI) SOUTH OF MILEPOST 8, 58.5 METERS (192 FT) EAST
 JR0897'OF THE HIGHWAY CENTERLINE, 35.3 METERS (116 FT) SOUTH OF THE CENTER OF
 JR0897'THE ROAD AND 2.3 METERS (7.5 FT) WEST OF THE RIGHT OF WAY FENCE.
 JR0897'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 JR0897'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 JR0897
 JR0897                          STATION RECOVERY (1984)
 JR0897
 JR0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0897'RECOVERED IN GOOD CONDITION.
 JR0897
 JR0897                          STATION RECOVERY (1986)
 JR0897
 JR0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0378 ***********************************************************************
 KQ0378  DESIGNATION -  H 434
 KQ0378  PID         -  KQ0378
 KQ0378  STATE/COUNTY-  NV/LANDER
 KQ0378  USGS QUAD   -  WEST OF AUSTIN (1988)
 KQ0378
 KQ0378                         *CURRENT SURVEY CONTROL
 KQ0378  ___________________________________________________________________
 KQ0378* NAD 83(1986)-  39 26 42.     (N)    117 12 59.     (W)     SCALED    
 KQ0378* NAVD 88     -      1749.969  (meters)    5741.36   (feet)  ADJUSTED  
 KQ0378  ___________________________________________________________________
 KQ0378  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 KQ0378  DYNAMIC HT  -        1748.203 (meters)    5735.56  (feet)  COMP
 KQ0378  MODELED GRAV-     979,555.6   (mgal)                       NAVD 88
 KQ0378
 KQ0378  VERT ORDER  -  FIRST     CLASS II
 KQ0378
 KQ0378.The horizontal coordinates were scaled from a topographic map and have
 KQ0378.an estimated accuracy of +/- 6 seconds.
 KQ0378
 KQ0378.The orthometric height was determined by differential leveling
 KQ0378.and adjusted by the National Geodetic Survey in June 1991..
 KQ0378
 KQ0378.The geoid height was determined by GEOID03.
 KQ0378
 KQ0378.The dynamic height is computed by dividing the NAVD 88
 KQ0378.geopotential number by the normal gravity value computed on the
 KQ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0378.degrees latitude (g = 980.6199 gals.).
 KQ0378
 KQ0378.The modeled gravity was interpolated from observed gravity values.
 KQ0378
 KQ0378;                    North         East    Units  Estimated Accuracy
 KQ0378;SPC NV C     - 6,521,140.      452,680.      MT  (+/- 180 meters Scaled)
 KQ0378
 KQ0378                          SUPERSEDED SURVEY CONTROL
 KQ0378
 KQ0378.No superseded survey control is available for this station.
 KQ0378
 KQ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD813661(NAD 83)
 KQ0378_MARKER: I = METAL ROD
 KQ0378_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KQ0378_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KQ0378_STAMPING: H 434 1985
 KQ0378_MARK LOGO: NGS   
 KQ0378_PROJECTION: FLUSH
 KQ0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0378+STABILITY: POSITION/ELEVATION WELL
 KQ0378_ROD/PIPE-DEPTH: 17.1 meters
 KQ0378_SLEEVE-DEPTH  : 9.1 meters
 KQ0378
 KQ0378  HISTORY     - Date     Condition        Report By
 KQ0378  HISTORY     - 1985     MONUMENTED       NGS
 KQ0378
 KQ0378                          STATION DESCRIPTION
 KQ0378
 KQ0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0378'15.3 KM (9.5 MI) SW FROM AUSTIN.
 KQ0378'5.1 KM (3.2 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0378'AUSTIN, THENCE 10.22 KM (6.35 MI) SOUTHWEST ALONG STATE HIGHWAY 722,
 KQ0378'IN THE EAST CORNER OF THE T JUNCTION OF A PAVED ROAD LEADING SOUTHEAST
 KQ0378'TO IONE, 0.15 KM (0.09 MI) NORTHEAST OF MILEPOST 35, 62.8 METERS
 KQ0378'(206 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 27.1 METERS (89 FT)
 KQ0378'NORTHEAST OF THE CENTER OF THE ROAD, 26.2 METERS (86 FT)
 KQ0378'NORTH-NORTHEAST OF THE NORTH CORNER OF A STEEL CATTLE GUARD,
 KQ0378'16.8 METERS (55 FT) NORTH OF A TELEPHONE LINE JUNCTION POLE WITH 3 GUY
 KQ0378'WIRES AND 1.1 METERS (3.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 KQ0378'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 KQ0378'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0499 ***********************************************************************
 JQ0499  DESIGNATION -  H 435
 JQ0499  PID         -  JQ0499
 JQ0499  STATE/COUNTY-  NV/NYE
 JQ0499  USGS QUAD   -  GABBS (1988)
 JQ0499
 JQ0499                         *CURRENT SURVEY CONTROL
 JQ0499  ___________________________________________________________________
 JQ0499* NAD 83(1986)-  38 47 42.     (N)    117 59 21.     (W)     SCALED    
 JQ0499* NAVD 88     -      1473.268  (meters)    4833.55   (feet)  ADJUSTED  
 JQ0499  ___________________________________________________________________
 JQ0499  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 JQ0499  DYNAMIC HT  -        1471.807 (meters)    4828.75  (feet)  COMP
 JQ0499  MODELED GRAV-     979,585.2   (mgal)                       NAVD 88
 JQ0499
 JQ0499  VERT ORDER  -  FIRST     CLASS II
 JQ0499
 JQ0499.The horizontal coordinates were scaled from a topographic map and have
 JQ0499.an estimated accuracy of +/- 6 seconds.
 JQ0499
 JQ0499.The orthometric height was determined by differential leveling
 JQ0499.and adjusted by the National Geodetic Survey in June 1991..
 JQ0499
 JQ0499.The geoid height was determined by GEOID03.
 JQ0499
 JQ0499.The dynamic height is computed by dividing the NAVD 88
 JQ0499.geopotential number by the normal gravity value computed on the
 JQ0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0499.degrees latitude (g = 980.6199 gals.).
 JQ0499
 JQ0499.The modeled gravity was interpolated from observed gravity values.
 JQ0499
 JQ0499;                    North         East    Units  Estimated Accuracy
 JQ0499;SPC NV C     - 6,449,670.      385,120.      MT  (+/- 180 meters Scaled)
 JQ0499
 JQ0499                          SUPERSEDED SURVEY CONTROL
 JQ0499
 JQ0499.No superseded survey control is available for this station.
 JQ0499
 JQ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC140944(NAD 83)
 JQ0499_MARKER: I = METAL ROD
 JQ0499_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JQ0499+WITH SETTING: INFORMATION.
 JQ0499_SP_SET: SHALLOW SET METAL ROD
 JQ0499_STAMPING: H 435 1985
 JQ0499_MARK LOGO: NGS   
 JQ0499_PROJECTION: FLUSH
 JQ0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0499_ROD/PIPE-DEPTH: 1.8  meters
 JQ0499
 JQ0499  HISTORY     - Date     Condition        Report By
 JQ0499  HISTORY     - 1985     MONUMENTED       NGS
 JQ0499
 JQ0499                          STATION DESCRIPTION
 JQ0499
 JQ0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JQ0499'10.5 KM (6.5 MI) SW FROM GABBS.
 JQ0499'0.6 KM (0.4 MI) SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JQ0499'THENCE 9.9 KM (6.1 MI) SOUTHWEST ALONG STATE HIGHWAY 361, 0.56 KM
 JQ0499'(0.35 MI) SOUTHWEST OF MILEPOST 3, 65.8 METERS (216 FT) SOUTHEAST OF
 JQ0499'THE HIGHWAY CENTERLINE, 121.9 METERS (400 FT) SOUTH OF THE SOUTHWEST
 JQ0499'END OF A CONCRETE HEADWALL AND 0.6 METER (2 FT) NORTHWEST OF THE RIGHT
 JQ0499'OF WAY FENCE.  NOTE ROD SET TO 6 FOOT ANCHORED REFUSAL.
 JQ0499'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 JQ0499'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0765 ***********************************************************************
 LR0765  DESIGNATION -  H 436
 LR0765  PID         -  LR0765
 LR0765  STATE/COUNTY-  NV/LANDER
 LR0765  USGS QUAD   -  THE CEDARS SW (1990)
 LR0765
 LR0765                         *CURRENT SURVEY CONTROL
 LR0765  ___________________________________________________________________
 LR0765* NAD 83(1986)-  40 04 28.     (N)    117 09 25.     (W)     SCALED    
 LR0765* NAVD 88     -      1503.233  (meters)    4931.86   (feet)  ADJUSTED  
 LR0765  ___________________________________________________________________
 LR0765  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 LR0765  DYNAMIC HT  -        1501.912 (meters)    4927.52  (feet)  COMP
 LR0765  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 LR0765
 LR0765  VERT ORDER  -  FIRST     CLASS II
 LR0765
 LR0765.The horizontal coordinates were scaled from a topographic map and have
 LR0765.an estimated accuracy of +/- 6 seconds.
 LR0765
 LR0765.The orthometric height was determined by differential leveling
 LR0765.and adjusted by the National Geodetic Survey in June 1991..
 LR0765
 LR0765.The geoid height was determined by GEOID03.
 LR0765
 LR0765.The dynamic height is computed by dividing the NAVD 88
 LR0765.geopotential number by the normal gravity value computed on the
 LR0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0765.degrees latitude (g = 980.6199 gals.).
 LR0765
 LR0765.The modeled gravity was interpolated from observed gravity values.
 LR0765
 LR0765;                    North         East    Units  Estimated Accuracy
 LR0765;SPC NV C     - 6,590,990.      458,180.      MT  (+/- 180 meters Scaled)
 LR0765
 LR0765                          SUPERSEDED SURVEY CONTROL
 LR0765
 LR0765.No superseded survey control is available for this station.
 LR0765
 LR0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME866360(NAD 83)
 LR0765_MARKER: I = METAL ROD
 LR0765_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0765_SP_SET: STAINLESS STEEL ROD
 LR0765_STAMPING: H 436 1985
 LR0765_MARK LOGO: NGS   
 LR0765_PROJECTION: FLUSH
 LR0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0765_ROD/PIPE-DEPTH: 12.2 meters
 LR0765
 LR0765  HISTORY     - Date     Condition        Report By
 LR0765  HISTORY     - 1985     MONUMENTED       NGS
 LR0765
 LR0765                          STATION DESCRIPTION
 LR0765
 LR0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LR0765'73.1 KM (45.4 MI) NORTH FROM AUSTIN.
 LR0765'1.56 KM (0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 LR0765'AT AUSTIN, THENCE 71.56 KM (44.48 MI) NORTH ALONG STATE HIGHWAY 305,
 LR0765'NEAR THE CENTER ONE OF FIVE WOOD POSTS FOR A BRACE IN THE RIGHT OF WAY
 LR0765'FENCE, 0.28 KM (0.17 MI) NORTHEAST OF MILEPOST 75, 0.60 KM (0.37 MI)
 LR0765'NORTHEAST OF THE T JUNCTION OF A TRACK ROAD LEADING EAST TO A
 LR0765'WINDMILL, 60.0 METERS (197 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 LR0765'56.1 METERS (184 FT) EAST-SOUTHEAST OF THE NORTHEAST END OF THE
 LR0765'SOUTHEAST HEADWALL FOR A 24-INCH PIPE CULVERT, 4.3 METERS (14 FT)
 LR0765'SOUTHWEST OF THE NORTHEAST ONE OF THE FIVE WOOD POSTS AND 0.8 METER
 LR0765'(2.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 LR0765'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 LR0765'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1417 ***********************************************************************
 KR1417  DESIGNATION -  H 439
 KR1417  PID         -  KR1417
 KR1417  STATE/COUNTY-  NV/CHURCHILL
 KR1417  USGS QUAD   -  FALLON (1985)
 KR1417
 KR1417                         *CURRENT SURVEY CONTROL
 KR1417  ___________________________________________________________________
 KR1417* NAD 83(1986)-  39 29 09.     (N)    118 52 19.     (W)     SCALED    
 KR1417* NAVD 88     -      1217.817  (meters)    3995.45   (feet)  ADJUSTED  
 KR1417  ___________________________________________________________________
 KR1417  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 KR1417  DYNAMIC HT  -        1216.772 (meters)    3992.03  (feet)  COMP
 KR1417  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 KR1417
 KR1417  VERT ORDER  -  FIRST     CLASS II
 KR1417
 KR1417.The horizontal coordinates were scaled from a topographic map and have
 KR1417.an estimated accuracy of +/- 6 seconds.
 KR1417
 KR1417.The orthometric height was determined by differential leveling
 KR1417.and adjusted by the National Geodetic Survey in June 1991..
 KR1417
 KR1417.The geoid height was determined by GEOID03.
 KR1417
 KR1417.The dynamic height is computed by dividing the NAVD 88
 KR1417.geopotential number by the normal gravity value computed on the
 KR1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1417.degrees latitude (g = 980.6199 gals.).
 KR1417
 KR1417.The modeled gravity was interpolated from observed gravity values.
 KR1417
 KR1417;                    North         East    Units  Estimated Accuracy
 KR1417;SPC NV W     - 4,525,570.      775,170.      MT  (+/- 180 meters Scaled)
 KR1417
 KR1417                          SUPERSEDED SURVEY CONTROL
 KR1417
 KR1417.No superseded survey control is available for this station.
 KR1417
 KR1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD390723(NAD 83)
 KR1417_MARKER: I = METAL ROD
 KR1417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1417_SP_SET: STAINLESS STEEL ROD
 KR1417_STAMPING: H 439 1986
 KR1417_MARK LOGO: NGS   
 KR1417_PROJECTION: FLUSH
 KR1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1417_ROD/PIPE-DEPTH: 12.2 meters
 KR1417
 KR1417  HISTORY     - Date     Condition        Report By
 KR1417  HISTORY     - 1986     MONUMENTED       NGS
 KR1417
 KR1417                          STATION DESCRIPTION
 KR1417
 KR1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1417'8.3 KM (5.15 MI) WEST FROM FALLON.
 KR1417'0.24 KM (0.15 MI) SOUTH ALONG US HIGHWAY 95 (MAIN STREET) FROM THE
 KR1417'POST OFFICE IN FALLON, THENCE 8.1 KM (5.0 MI) WEST ALONG US HIGHWAY
 KR1417'50, 0.48 KM (0.30 MI) WEST OF BRIGGS LANE, 13.7 METERS (45 FT) SOUTH
 KR1417'OF THE CENTERLINE OF THE HIGHWAY, 25.3 METERS (83 FT) WEST OF THE
 KR1417'CENTERLINE OF A PRIVATE GRAVEL DRIVE LEADING SOUTH THROUGH AN IRON
 KR1417'GATE, 21.3 METERS (70 FT) WEST OF A CORNER FENCE POST, 1.5 METERS (5.0
 KR1417'FT) NORTH OF A RIGHT-OF-WAY FENCE, 0.9 METER (3.0 FT) WEST OF A
 KR1417'POWERLINE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KR1417'LOGO CAP.
 KR1417'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KR1417'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0177 ***********************************************************************
 KP0177  DESIGNATION -  H 44
 KP0177  PID         -  KP0177
 KP0177  STATE/COUNTY-  NV/EUREKA
 KP0177  USGS QUAD   -  PINTO SUMMIT (1990)
 KP0177
 KP0177                         *CURRENT SURVEY CONTROL
 KP0177  ___________________________________________________________________
 KP0177* NAD 83(1986)-  39 25 18.     (N)    115 55 17.     (W)     SCALED    
 KP0177* NAVD 88     -      2091.209  (meters)    6860.91   (feet)  ADJUSTED  
 KP0177  ___________________________________________________________________
 KP0177  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 KP0177  DYNAMIC HT  -        2088.995 (meters)    6853.64  (feet)  COMP
 KP0177  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 KP0177
 KP0177  VERT ORDER  -  FIRST     CLASS II
 KP0177
 KP0177.The horizontal coordinates were scaled from a topographic map and have
 KP0177.an estimated accuracy of +/- 6 seconds.
 KP0177
 KP0177.The orthometric height was determined by differential leveling
 KP0177.and adjusted by the National Geodetic Survey in June 1991..
 KP0177
 KP0177.The geoid height was determined by GEOID03.
 KP0177
 KP0177.The dynamic height is computed by dividing the NAVD 88
 KP0177.geopotential number by the normal gravity value computed on the
 KP0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0177.degrees latitude (g = 980.6199 gals.).
 KP0177
 KP0177.The modeled gravity was interpolated from observed gravity values.
 KP0177
 KP0177;                    North         East    Units  Estimated Accuracy
 KP0177;SPC NV E     - 8,518,460.      170,890.      MT  (+/- 180 meters Scaled)
 KP0177
 KP0177                          SUPERSEDED SURVEY CONTROL
 KP0177
 KP0177  NGVD 29 (??/??/92) 2089.881  (m)         6856.55   (f) ADJ UNCH    1 2
 KP0177
 KP0177.Superseded values are not recommended for survey control.
 KP0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0177.See file dsdata.txt to determine how the superseded data were derived.
 KP0177
 KP0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND928641(NAD 83)
 KP0177_MARKER: DB = BENCH MARK DISK
 KP0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KP0177_SP_SET: CULVERT
 KP0177_STAMPING: H 44 1934
 KP0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KP0177
 KP0177  HISTORY     - Date     Condition        Report By
 KP0177  HISTORY     - 1934     MONUMENTED       CGS
 KP0177  HISTORY     - 1937     GOOD             NGS
 KP0177  HISTORY     - 19870624 MARK NOT FOUND   USPSQD
 KP0177
 KP0177                          STATION DESCRIPTION
 KP0177
 KP0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 KP0177'7.4 MI SE FROM EUREKA.
 KP0177'7.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KP0177'AT EUREKA, EUREKA COUNTY, 120 FEET NORTHEAST OF THE SHAFERO RANCH
 KP0177'HOUSE, AT A 5-FOOT BOX CULVERT, AND IN THE TOP OF THE SOUTH END OF THE
 KP0177'WEST CONCRETE HEADWALL.  A STANDARD DISK, STAMPED H 44 1934.
 KP0177
 KP0177                          STATION RECOVERY (1987)
 KP0177
 KP0177'RECOVERY NOTE BY US POWER SQUADRON 1987 (CDL)
 KP0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1440 ***********************************************************************
 KR1440  DESIGNATION -  H 441
 KR1440  PID         -  KR1440
 KR1440  STATE/COUNTY-  NV/CHURCHILL
 KR1440  USGS QUAD   -  HOT SPRINGS FLAT (1986)
 KR1440
 KR1440                         *CURRENT SURVEY CONTROL
 KR1440  ___________________________________________________________________
 KR1440* NAD 83(1986)-  39 48 07.     (N)    119 00 33.     (W)     SCALED    
 KR1440* NAVD 88     -      1252.195  (meters)    4108.24   (feet)  ADJUSTED  
 KR1440  ___________________________________________________________________
 KR1440  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 KR1440  DYNAMIC HT  -        1251.143 (meters)    4104.79  (feet)  COMP
 KR1440  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 KR1440
 KR1440  VERT ORDER  -  FIRST     CLASS II
 KR1440
 KR1440.The horizontal coordinates were scaled from a topographic map and have
 KR1440.an estimated accuracy of +/- 6 seconds.
 KR1440
 KR1440.The orthometric height was determined by differential leveling
 KR1440.and adjusted by the National Geodetic Survey in June 1991..
 KR1440
 KR1440.The geoid height was determined by GEOID03.
 KR1440
 KR1440.The dynamic height is computed by dividing the NAVD 88
 KR1440.geopotential number by the normal gravity value computed on the
 KR1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1440.degrees latitude (g = 980.6199 gals.).
 KR1440
 KR1440.The modeled gravity was interpolated from observed gravity values.
 KR1440
 KR1440;                    North         East    Units  Estimated Accuracy
 KR1440;SPC NV W     - 4,560,710.      763,540.      MT  (+/- 180 meters Scaled)
 KR1440
 KR1440                          SUPERSEDED SURVEY CONTROL
 KR1440
 KR1440.No superseded survey control is available for this station.
 KR1440
 KR1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE279077(NAD 83)
 KR1440_MARKER: I = METAL ROD
 KR1440_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KR1440+WITH SETTING: INFORMATION.
 KR1440_SP_SET: SHALLOW SET STAINLESS STEEL RO
 KR1440_STAMPING: H 441 1986
 KR1440_MARK LOGO: NGS   
 KR1440_PROJECTION: FLUSH
 KR1440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1440_ROD/PIPE-DEPTH: 2.4  meters
 KR1440
 KR1440  HISTORY     - Date     Condition        Report By
 KR1440  HISTORY     - 1986     MONUMENTED       NGS
 KR1440
 KR1440                          STATION DESCRIPTION
 KR1440
 KR1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1440'31.6 KM (19.65 MI) NE FROM FERNLEY.
 KR1440'3.81 KM (2.38 MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE
 KR1440'POST OFFICE IN FERNLEY, THENCE 27.8 KM (17.3 MI) NORTHEAST ALONG I-80,
 KR1440'60.4 METERS (198 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND
 KR1440'LANES, 52.4 METERS (172 FT) SOUTHEAST OF MILE POST 66, 0.5 METERS (1.5
 KR1440'FT) NORTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 KR1440'A 5-INCH LOGO CAP.
 KR1440'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR1440'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1438 ***********************************************************************
 KR1438  DESIGNATION -  H 442
 KR1438  PID         -  KR1438
 KR1438  STATE/COUNTY-  NV/CHURCHILL
 KR1438  USGS QUAD   -  HOT SPRINGS FLAT (1986)
 KR1438
 KR1438                         *CURRENT SURVEY CONTROL
 KR1438  ___________________________________________________________________
 KR1438* NAD 83(1986)-  39 45 23.     (N)    119 02 43.     (W)     SCALED    
 KR1438* NAVD 88     -      1235.741  (meters)    4054.26   (feet)  ADJUSTED  
 KR1438  ___________________________________________________________________
 KR1438  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KR1438  DYNAMIC HT  -        1234.708 (meters)    4050.87  (feet)  COMP
 KR1438  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 KR1438
 KR1438  VERT ORDER  -  FIRST     CLASS II
 KR1438
 KR1438.The horizontal coordinates were scaled from a topographic map and have
 KR1438.an estimated accuracy of +/- 6 seconds.
 KR1438
 KR1438.The orthometric height was determined by differential leveling
 KR1438.and adjusted by the National Geodetic Survey in June 1991..
 KR1438
 KR1438.The geoid height was determined by GEOID03.
 KR1438
 KR1438.The dynamic height is computed by dividing the NAVD 88
 KR1438.geopotential number by the normal gravity value computed on the
 KR1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1438.degrees latitude (g = 980.6199 gals.).
 KR1438
 KR1438.The modeled gravity was interpolated from observed gravity values.
 KR1438
 KR1438;                    North         East    Units  Estimated Accuracy
 KR1438;SPC NV W     - 4,555,670.      760,420.      MT  (+/- 180 meters Scaled)
 KR1438
 KR1438                          SUPERSEDED SURVEY CONTROL
 KR1438
 KR1438.No superseded survey control is available for this station.
 KR1438
 KR1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE247027(NAD 83)
 KR1438_MARKER: I = METAL ROD
 KR1438_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KR1438_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KR1438_STAMPING: H 442 1986
 KR1438_MARK LOGO: NGS   
 KR1438_PROJECTION: FLUSH
 KR1438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1438+STABILITY: POSITION/ELEVATION WELL
 KR1438_ROD/PIPE-DEPTH: 14.7 meters
 KR1438_SLEEVE-DEPTH  : 6.1 meters
 KR1438
 KR1438  HISTORY     - Date     Condition        Report By
 KR1438  HISTORY     - 1986     MONUMENTED       NGS
 KR1438
 KR1438                          STATION DESCRIPTION
 KR1438
 KR1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1438'25.7 KM (15.95 MI) NE FROM FERNLEY.
 KR1438'3.81 KM (2.38 MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE
 KR1438'POST OFFICE IN FERNLEY, THENCE 21.9 KM (13.6 MI) NORTHEAST ALONG I-80,
 KR1438'0.62 KM (0.39 MI) NORTHEAST OF MILE POST 62, 21.0 METERS (69.0 FT)
 KR1438'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES, 33.2 METERS (109
 KR1438'FT) SOUTHWEST OF BENCH MARK 001 13 NVDH, 2.3 METERS (7.5 FT) NORTH OF
 KR1438'A FENCE CORNER, 1.7 METERS (5.5 FT) NORTHWEST OF A FENCE.
 KR1438'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KR1438'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR1438'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR1245 ***********************************************************************
 HR1245  DESIGNATION -  H 443
 HR1245  PID         -  HR1245
 HR1245  STATE/COUNTY-  NV/MINERAL
 HR1245  USGS QUAD   -  MT MONTGOMERY (1994)
 HR1245
 HR1245                         *CURRENT SURVEY CONTROL
 HR1245  ___________________________________________________________________
 HR1245* NAD 83(1986)-  37 58 14.     (N)    118 20 13.     (W)     SCALED    
 HR1245* NAVD 88     -      2143.814  (meters)    7033.50   (feet)  ADJUSTED  
 HR1245  ___________________________________________________________________
 HR1245  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 HR1245  DYNAMIC HT  -        2141.265 (meters)    7025.13  (feet)  COMP
 HR1245  MODELED GRAV-     979,363.3   (mgal)                       NAVD 88
 HR1245
 HR1245  VERT ORDER  -  FIRST     CLASS II
 HR1245
 HR1245.The horizontal coordinates were scaled from a topographic map and have
 HR1245.an estimated accuracy of +/- 6 seconds.
 HR1245
 HR1245.The orthometric height was determined by differential leveling
 HR1245.and adjusted by the National Geodetic Survey in June 1991..
 HR1245
 HR1245.The geoid height was determined by GEOID03.
 HR1245
 HR1245.The dynamic height is computed by dividing the NAVD 88
 HR1245.geopotential number by the normal gravity value computed on the
 HR1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1245.degrees latitude (g = 980.6199 gals.).
 HR1245
 HR1245.The modeled gravity was interpolated from observed gravity values.
 HR1245
 HR1245;                    North         East    Units  Estimated Accuracy
 HR1245;SPC NV W     - 4,357,360.      821,650.      MT  (+/- 180 meters Scaled)
 HR1245
 HR1245                          SUPERSEDED SURVEY CONTROL
 HR1245
 HR1245.No superseded survey control is available for this station.
 HR1245
 HR1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC825033(NAD 83)
 HR1245_MARKER: DB = BENCH MARK DISK
 HR1245_SETTING: 66 = SET IN ROCK OUTCROP
 HR1245_SP_SET: ROCK OUTCROP
 HR1245_STAMPING: H 443 1986
 HR1245_MARK LOGO: NGS   
 HR1245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR1245+STABILITY: POSITION/ELEVATION WELL
 HR1245
 HR1245  HISTORY     - Date     Condition        Report By
 HR1245  HISTORY     - 1986     MONUMENTED       NGS
 HR1245
 HR1245                          STATION DESCRIPTION
 HR1245
 HR1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HR1245'1.6 KM (1.0 MI) SW FROM MOUNT MONTGOMERY.
 HR1245'1.6 KM (1.0 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN
 HR1245'MOUNT MONTGOMERY, 0.68 KM (0.42 MI) NORTHEAST OF MILEPOST 7, 10.1
 HR1245'METERS (33.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 23.8
 HR1245'METERS (78.0 FT) SOUTHWEST OF THE NORTHEAST END OF A HIGHWAY CUT,
 HR1245'15.2 METERS (50.0 FT) NORTHWEST AND ACROSS THE HIGHWAY FROM THE
 HR1245'SOUTHWEST END OF A METAL GUARDRAIL, IN TOP AND 0.3 METER (1.0 FT)
 HR1245'WEST OF THE EAST END OF A 0.6- BY 0.6-METER ROCK OUTCROP.
 HR1245'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 HR1245'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1808 ***********************************************************************
 KR1808  DESIGNATION -  H 446
 KR1808  PID         -  KR1808
 KR1808  STATE/COUNTY-  NV/CHURCHILL
 KR1808  USGS QUAD   -  GRIMES POINT (1985)
 KR1808
 KR1808                         *CURRENT SURVEY CONTROL
 KR1808  ___________________________________________________________________
 KR1808* NAD 83(1986)-  39 28 31.     (N)    118 41 20.     (W)     SCALED    
 KR1808* NAVD 88     -      1199.900  (meters)    3936.67   (feet)  ADJUSTED  
 KR1808  ___________________________________________________________________
 KR1808  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 KR1808  DYNAMIC HT  -        1198.868 (meters)    3933.29  (feet)  COMP
 KR1808  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 KR1808
 KR1808  VERT ORDER  -  FIRST     CLASS II
 KR1808
 KR1808.The horizontal coordinates were scaled from a topographic map and have
 KR1808.an estimated accuracy of +/- 6 seconds.
 KR1808
 KR1808.The orthometric height was determined by differential leveling
 KR1808.and adjusted by the National Geodetic Survey in October 1991..
 KR1808
 KR1808.The geoid height was determined by GEOID03.
 KR1808
 KR1808.The dynamic height is computed by dividing the NAVD 88
 KR1808.geopotential number by the normal gravity value computed on the
 KR1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1808.degrees latitude (g = 980.6199 gals.).
 KR1808
 KR1808.The modeled gravity was interpolated from observed gravity values.
 KR1808
 KR1808;                    North         East    Units  Estimated Accuracy
 KR1808;SPC NV W     - 4,524,360.      790,920.      MT  (+/- 180 meters Scaled)
 KR1808
 KR1808                          SUPERSEDED SURVEY CONTROL
 KR1808
 KR1808.No superseded survey control is available for this station.
 KR1808
 KR1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD547708(NAD 83)
 KR1808_MARKER: DB = BENCH MARK DISK
 KR1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1808_SP_SET: CONCRETE POST
 KR1808_STAMPING: H 446 1991
 KR1808_MARK LOGO: USN   
 KR1808_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1808+STABILITY: SURFACE MOTION
 KR1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1808+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 KR1808
 KR1808  HISTORY     - Date     Condition        Report By
 KR1808  HISTORY     - 1991     MONUMENTED       NGS
 KR1808  HISTORY     - 20051009 GOOD             GEOCAC
 KR1808
 KR1808                          STATION DESCRIPTION
 KR1808
 KR1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1808'7.7 KM (4.8 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL IN
 KR1808'FALLON, 74.6 M (244.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 KR1808'40.8 M (133.9 FT) WEST OF THE CENTERLINE OF NORTH HARMON ROAD, 11.6 M
 KR1808'(38.1 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF STILLWATER ROAD,
 KR1808'0.6 M (2.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 KR1808'WITH THE GROUND SURFACE.
 KR1808
 KR1808                          STATION RECOVERY (2005)
 KR1808
 KR1808'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR1808'0.3M (1.0FT) NORTH OF A METAL FENCE POST PROJECTING 0.2M (0.8FT) ABOVE
 KR1808'THE GROUND.  OBSERVED GPSR COORDINATES N39 28 29.82, W118 41 17.94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1827 ***********************************************************************
 KR1827  DESIGNATION -  H 447
 KR1827  PID         -  KR1827
 KR1827  STATE/COUNTY-  NV/CHURCHILL
 KR1827  USGS QUAD   -  GRIMES POINT (1985)
 KR1827
 KR1827                         *CURRENT SURVEY CONTROL
 KR1827  ___________________________________________________________________
 KR1827* NAD 83(1986)-  39 25 01.     (N)    118 42 33.     (W)     SCALED    
 KR1827* NAVD 88     -      1198.323  (meters)    3931.50   (feet)  ADJUSTED  
 KR1827  ___________________________________________________________________
 KR1827  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 KR1827  DYNAMIC HT  -        1197.280 (meters)    3928.08  (feet)  COMP
 KR1827  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 KR1827
 KR1827  VERT ORDER  -  FIRST     CLASS II
 KR1827
 KR1827.The horizontal coordinates were scaled from a topographic map and have
 KR1827.an estimated accuracy of +/- 6 seconds.
 KR1827
 KR1827.The orthometric height was determined by differential leveling
 KR1827.and adjusted by the National Geodetic Survey in October 1991..
 KR1827
 KR1827.The geoid height was determined by GEOID03.
 KR1827
 KR1827.The dynamic height is computed by dividing the NAVD 88
 KR1827.geopotential number by the normal gravity value computed on the
 KR1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1827.degrees latitude (g = 980.6199 gals.).
 KR1827
 KR1827.The modeled gravity was interpolated from observed gravity values.
 KR1827
 KR1827;                    North         East    Units  Estimated Accuracy
 KR1827;SPC NV W     - 4,517,890.      789,170.      MT  (+/- 180 meters Scaled)
 KR1827
 KR1827                          SUPERSEDED SURVEY CONTROL
 KR1827
 KR1827.No superseded survey control is available for this station.
 KR1827
 KR1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD528644(NAD 83)
 KR1827_MARKER: DB = BENCH MARK DISK
 KR1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1827_SP_SET: CONCRETE POST
 KR1827_STAMPING: H 447 1991
 KR1827_MARK LOGO: USN   
 KR1827_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1827+STABILITY: SURFACE MOTION
 KR1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1827+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KR1827
 KR1827  HISTORY     - Date     Condition        Report By
 KR1827  HISTORY     - 1991     MONUMENTED       NGS
 KR1827
 KR1827                          STATION DESCRIPTION
 KR1827
 KR1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1827'12.2 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR1827'IN FALLON, THENCE 5.1 KM (3.2 MI) WESTERLY ALONG WILDES ROAD, THENCE
 KR1827'3.7 KM (2.3 MI) SOUTHERLY ALONG CARSON ROAD LEADING TO THE NORTH GATE
 KR1827'OF THE FALLON NAVAL AIR STATION, THENCE 0.8 KM (0.5 MI) EASTERLY
 KR1827'ALONG A GRAVELED ROAD, 78.3 M (256.9 FT) SOUTHEAST OF THE CENTER OF A
 KR1827'DIRT ROAD, 39.8 M (130.6 FT) WEST OF THE CENTER OF AN ABANDONED
 KR1827'TAXIWAY, 20.0 M (65.6 FT) NORTH OF AND LEVEL WITH THE CENTER OF THE
 KR1827'ROAD, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 KR1827'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0219 ***********************************************************************
 KQ0219  DESIGNATION -  H 45
 KQ0219  PID         -  KQ0219
 KQ0219  STATE/COUNTY-  NV/LANDER
 KQ0219  USGS QUAD   -  WEST OF AUSTIN (1988)
 KQ0219
 KQ0219                         *CURRENT SURVEY CONTROL
 KQ0219  ___________________________________________________________________
 KQ0219* NAD 83(1986)-  39 28 52.     (N)    117 09 05.     (W)     SCALED    
 KQ0219* NAVD 88     -      1750.559  (meters)    5743.29   (feet)  ADJUSTED  
 KQ0219  ___________________________________________________________________
 KQ0219  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 KQ0219  DYNAMIC HT  -        1748.789 (meters)    5737.49  (feet)  COMP
 KQ0219  MODELED GRAV-     979,554.2   (mgal)                       NAVD 88
 KQ0219
 KQ0219  VERT ORDER  -  FIRST     CLASS II
 KQ0219
 KQ0219.The horizontal coordinates were scaled from a topographic map and have
 KQ0219.an estimated accuracy of +/- 6 seconds.
 KQ0219
 KQ0219.The orthometric height was determined by differential leveling
 KQ0219.and adjusted by the National Geodetic Survey in June 1991..
 KQ0219.WARNING-Repeat measurements at this control monument indicate possible
 KQ0219.vertical movement.
 KQ0219
 KQ0219.The geoid height was determined by GEOID03.
 KQ0219
 KQ0219.The dynamic height is computed by dividing the NAVD 88
 KQ0219.geopotential number by the normal gravity value computed on the
 KQ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0219.degrees latitude (g = 980.6199 gals.).
 KQ0219
 KQ0219.The modeled gravity was interpolated from observed gravity values.
 KQ0219
 KQ0219;                    North         East    Units  Estimated Accuracy
 KQ0219;SPC NV C     - 6,525,120.      458,300.      MT  (+/- 180 meters Scaled)
 KQ0219
 KQ0219                          SUPERSEDED SURVEY CONTROL
 KQ0219
 KQ0219  NGVD 29 (??/??/92) 1749.306  (m)         5739.18   (f) ADJ UNCH    1 2
 KQ0219
 KQ0219.Superseded values are not recommended for survey control.
 KQ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0219.See file dsdata.txt to determine how the superseded data were derived.
 KQ0219
 KQ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD869701(NAD 83)
 KQ0219_MARKER: DB = BENCH MARK DISK
 KQ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0219_STAMPING: H 45 1934
 KQ0219_MARK LOGO: CGS   
 KQ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0219+STABILITY: SURFACE MOTION
 KQ0219
 KQ0219  HISTORY     - Date     Condition        Report By
 KQ0219  HISTORY     - 1934     MONUMENTED       CGS
 KQ0219  HISTORY     - 1955     GOOD             NGS
 KQ0219  HISTORY     - 1984     GOOD             USGS
 KQ0219  HISTORY     - 1985     GOOD             NGS
 KQ0219
 KQ0219                          STATION DESCRIPTION
 KQ0219
 KQ0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0219'5.0 MI SW FROM AUSTIN.
 KQ0219'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0219'AT AUSTIN, 0.5 MILE NORTHEAST OF THE T JUNCTION OF A GRADED ROAD
 KQ0219'LEADING SOUTHEAST, 0.2 MILE NORTHEAST OF REESE R NE BASE TRIANGULATION
 KQ0219'STATION, 45.8 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.2
 KQ0219'FEET NORTHWEST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE
 KQ0219'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 KQ0219'ABOVE THE GROUND.
 KQ0219
 KQ0219                          STATION RECOVERY (1984)
 KQ0219
 KQ0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KQ0219'5.0 MILES SOUTHWEST ON US 50 FROM THE COUNTY COURTHOUSE IN AUSTIN,
 KQ0219'3.1 MILES WEST TO PAVED T-ROAD SOUTH. SOUTH ON PAVED ROAD FOR 0.25
 KQ0219'MILES TO OLD US 50, HOUSE SOUTHWEST US 50 FOR 1.8 MILES TO BM, 0.5
 KQ0219'MILES NORTHEAST OF T-JUNCTION OF A GRADED ROAD LEADING SOUTHEAST, 0.2
 KQ0219'MILES NORTHEAST OF REESE R NORTHEAST BASE TRAINGULATION STATION, 45.2
 KQ0219'FEET SOUTHEAST OF THE CENTER LINE OF OLD US 50, 1.2 FOOT NORTHWEST OF
 KQ0219'A WITNESS POST, ABOUT 2.5 FEET LOWER THAN THE HIGHWAY AND SET IN THE
 KQ0219'TOP OF A CONCRETE POST PROJECTING 0.1 FEET ABOVE GROUND.
 KQ0219
 KQ0219                          STATION RECOVERY (1985)
 KQ0219
 KQ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0219'RECOVERED IN GOOD CONDITION.  NEW ROUTE TO BM FOLLOWS.  5.1 KM
 KQ0219'(3.2 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0219'AUSTIN, THENCE 3.27 KM (2.03 MI) SOUTHWEST ALONG STATE HIGHWAY 722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0226 ***********************************************************************
 KR0226  DESIGNATION -  H 47
 KR0226  PID         -  KR0226
 KR0226  STATE/COUNTY-  NV/CHURCHILL
 KR0226  USGS QUAD   -  LAHONTAN MTS (1985)
 KR0226
 KR0226                         *CURRENT SURVEY CONTROL
 KR0226  ___________________________________________________________________
 KR0226* NAD 83(1986)-  39 23 14.     (N)    118 37 22.     (W)     SCALED    
 KR0226* NAVD 88     -      1201.343  (meters)    3941.41   (feet)  ADJUSTED  
 KR0226  ___________________________________________________________________
 KR0226  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 KR0226  DYNAMIC HT  -        1200.315 (meters)    3938.03  (feet)  COMP
 KR0226  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 KR0226
 KR0226  VERT ORDER  -  FIRST     CLASS II
 KR0226
 KR0226.The horizontal coordinates were scaled from a topographic map and have
 KR0226.an estimated accuracy of +/- 6 seconds.
 KR0226
 KR0226.The orthometric height was determined by differential leveling
 KR0226.and adjusted by the National Geodetic Survey in June 1991..
 KR0226
 KR0226.The geoid height was determined by GEOID03.
 KR0226
 KR0226.The dynamic height is computed by dividing the NAVD 88
 KR0226.geopotential number by the normal gravity value computed on the
 KR0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0226.degrees latitude (g = 980.6199 gals.).
 KR0226
 KR0226.The modeled gravity was interpolated from observed gravity values.
 KR0226
 KR0226;                    North         East    Units  Estimated Accuracy
 KR0226;SPC NV W     - 4,514,580.      796,600.      MT  (+/- 180 meters Scaled)
 KR0226
 KR0226                          SUPERSEDED SURVEY CONTROL
 KR0226
 KR0226  NGVD 29 (??/??/92) 1200.381  (m)         3938.25   (f) ADJ UNCH    1 2
 KR0226
 KR0226.Superseded values are not recommended for survey control.
 KR0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0226.See file dsdata.txt to determine how the superseded data were derived.
 KR0226
 KR0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD602610(NAD 83)
 KR0226_MARKER: DB = BENCH MARK DISK
 KR0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0226_SP_SET: CONCRETE POST
 KR0226_STAMPING: H 47 1934
 KR0226_MARK LOGO: CGS   
 KR0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0226+STABILITY: SURFACE MOTION
 KR0226
 KR0226  HISTORY     - Date     Condition        Report By
 KR0226  HISTORY     - 1934     MONUMENTED       CGS
 KR0226  HISTORY     - 1967     GOOD             NGS
 KR0226  HISTORY     - 1986     GOOD             NGS
 KR0226  HISTORY     - 20060305 MARK NOT FOUND   GEOCAC
 KR0226
 KR0226                          STATION DESCRIPTION
 KR0226
 KR0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0226'2.2 MI W FROM SALT WELLS.
 KR0226'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0226'SALT WELLS, IN SECTION 33, T 18 N, R 30 E, 122 FEET NORTH AND ACROSS
 KR0226'OLD U.S. HIGHWAY 50 FROM THE CENTER LINE OF THE NEW HIGHWAY, 41 FEET
 KR0226'NORTH OF THE CENTER LINE OF OLD U.S. HIGHWAY 50, 100 YARDS NORTHEAST
 KR0226'AND ACROSS THE OLD HIGHWAY FROM THE NORTH END OF A 24-INCH CONCRETE
 KR0226'CULVERT, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 KR0226'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
 KR0226
 KR0226                          STATION RECOVERY (1986)
 KR0226
 KR0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0226'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 KR0226'0.3 METER (1.0 FT) NORTH OF A METAL WITNESS POST AND 0.3 METER
 KR0226'(1.0 FT) SOUTH OF A WOOD WITNESS POST.
 KR0226
 KR0226                          STATION RECOVERY (2006)
 KR0226
 KR0226'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0226'SETTING IS SEVERELY DAMAGED AND MARKER IS MISSING, APPEARS TO HAVE
 KR0226'BEEN VANDALIZED.  PARTIAL IMPRINT OF MARKER AND SHANK STILL VISIBLE.
 KR0226'OBSERVED GPSR COORDINATES N39 23 13.86, W118 37 22.02.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0169 ***********************************************************************
 MV0169  DESIGNATION -  H 48
 MV0169  PID         -  MV0169
 MV0169  STATE/COUNTY-  NV/WASHOE
 MV0169  USGS QUAD   -  VYA (1980)
 MV0169
 MV0169                         *CURRENT SURVEY CONTROL
 MV0169  ___________________________________________________________________
 MV0169* NAD 83(1986)-  41 34 52.     (N)    119 52 28.     (W)     SCALED    
 MV0169* NAVD 88     -      1818.075  (meters)    5964.80   (feet)  ADJUSTED  
 MV0169  ___________________________________________________________________
 MV0169  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 MV0169  DYNAMIC HT  -        1816.672 (meters)    5960.20  (feet)  COMP
 MV0169  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 MV0169
 MV0169  VERT ORDER  -  FIRST     CLASS II
 MV0169
 MV0169.The horizontal coordinates were scaled from a topographic map and have
 MV0169.an estimated accuracy of +/- 6 seconds.
 MV0169
 MV0169.The orthometric height was determined by differential leveling
 MV0169.and adjusted by the National Geodetic Survey in June 1991..
 MV0169
 MV0169.The geoid height was determined by GEOID03.
 MV0169
 MV0169.The dynamic height is computed by dividing the NAVD 88
 MV0169.geopotential number by the normal gravity value computed on the
 MV0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0169.degrees latitude (g = 980.6199 gals.).
 MV0169
 MV0169.The modeled gravity was interpolated from observed gravity values.
 MV0169
 MV0169;                    North         East    Units  Estimated Accuracy
 MV0169;SPC NV W     - 4,758,980.      692,340.      MT  (+/- 180 meters Scaled)
 MV0169
 MV0169                          SUPERSEDED SURVEY CONTROL
 MV0169
 MV0169  NGVD 29 (??/??/92) 1816.855  (m)         5960.80   (f) ADJ UNCH    1 2
 MV0169
 MV0169.Superseded values are not recommended for survey control.
 MV0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0169.See file dsdata.txt to determine how the superseded data were derived.
 MV0169
 MV0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG603072(NAD 83)
 MV0169_MARKER: DB = BENCH MARK DISK
 MV0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0169_STAMPING: H 48 1934
 MV0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0169+STABILITY: SURFACE MOTION
 MV0169
 MV0169  HISTORY     - Date     Condition        Report By
 MV0169  HISTORY     - 1934     MONUMENTED       CGS
 MV0169  HISTORY     - 1941     GOOD             NGS
 MV0169
 MV0169                          STATION DESCRIPTION
 MV0169
 MV0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0169'2.6 MI SW FROM VYA.
 MV0169'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 8 A FROM THE VYA HIGHWAY
 MV0169'JUNCTION ABOUT 1 MILE SOUTHEAST OF VYA, WASHOE COUNTY, ABOUT 0.3 MILE
 MV0169'WEST OF THE EAST END OF A SMALL VALLEY, AND 40 FEET SOUTH OF THE
 MV0169'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 48 1934 AND
 MV0169'SET IN THE TOP OF A CONCRETE POST.
 MV0169
 MV0169                          STATION RECOVERY (1941)
 MV0169
 MV0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MV0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0190 ***********************************************************************
 MV0190  DESIGNATION -  H 49
 MV0190  PID         -  MV0190
 MV0190  STATE/COUNTY-  NV/WASHOE
 MV0190  USGS QUAD   -  CROOKS MEADOW (1966)
 MV0190
 MV0190                         *CURRENT SURVEY CONTROL
 MV0190  ___________________________________________________________________
 MV0190* NAD 83(1986)-  41 47 23.     (N)    119 55 36.     (W)     SCALED    
 MV0190* NAVD 88     -      1843.288  (meters)    6047.52   (feet)  POSTED    
 MV0190  ___________________________________________________________________
 MV0190  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 MV0190  DYNAMIC HT  -        1841.930 (meters)    6043.07  (feet)  COMP
 MV0190  MODELED GRAV-     979,821.0   (mgal)                       NAVD 88
 MV0190
 MV0190  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 MV0190
 MV0190.The horizontal coordinates were scaled from a topographic map and have
 MV0190.an estimated accuracy of +/- 6 seconds.
 MV0190
 MV0190.The orthometric height was determined by differential leveling
 MV0190.and adjusted by the National Geodetic Survey in 1992..
 MV0190.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 MV0190.rate of 4.1 thru 8.0 mm/km.
 MV0190
 MV0190.The geoid height was determined by GEOID03.
 MV0190
 MV0190.The dynamic height is computed by dividing the NAVD 88
 MV0190.geopotential number by the normal gravity value computed on the
 MV0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0190.degrees latitude (g = 980.6199 gals.).
 MV0190
 MV0190.The modeled gravity was interpolated from observed gravity values.
 MV0190
 MV0190;                    North         East    Units  Estimated Accuracy
 MV0190;SPC NV W     - 4,782,220.      688,350.      MT  (+/- 180 meters Scaled)
 MV0190
 MV0190                          SUPERSEDED SURVEY CONTROL
 MV0190
 MV0190  NGVD 29 (??/??/92) 1841.956  (m)         6043.15   (f) ADJ UNCH    2 0
 MV0190
 MV0190.Superseded values are not recommended for survey control.
 MV0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0190.See file dsdata.txt to determine how the superseded data were derived.
 MV0190
 MV0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG568305(NAD 83)
 MV0190_MARKER: DB = BENCH MARK DISK
 MV0190_SETTING: 80 = SET IN A BOULDER
 MV0190_SP_SET: BOULDER
 MV0190_STAMPING: H 49 1934
 MV0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0190+STABILITY: SURFACE MOTION
 MV0190
 MV0190  HISTORY     - Date     Condition        Report By
 MV0190  HISTORY     - 1934     MONUMENTED       CGS
 MV0190
 MV0190                          STATION DESCRIPTION
 MV0190
 MV0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0190'5.8 MI NW FROM SEVIER RANCH.
 MV0190'ABOUT 5.8 MILES NORTHWEST ALONG THE ROAD LEADING TO POWELL RANCH,
 MV0190'CALIFORNIA, FROM THE RANCH HOUSE AT SEVIER RANCH, WASHOE COUNTY, NEAR
 MV0190'THE NORTH END OF NEW YEARS LAKE VALLEY, AT THE TOP OF THE FIRST RIDGE
 MV0190'EAST OF THE VALLEY, 20 FEET NORTH OF THE CENTER LINE OF AN OLD WAGON
 MV0190'ROAD, AND IN THE TOP OF A 3-FOOT BOULDER.  A STANDARD DISK, STAMPED H
 MV0190'49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0604 ***********************************************************************
 MT0604  DESIGNATION -  H 5
 MT0604  PID         -  MT0604
 MT0604  STATE/COUNTY-  NV/ELKO
 MT0604  USGS QUAD   -  TENNESSEE MOUNTAIN (1986)
 MT0604
 MT0604                         *CURRENT SURVEY CONTROL
 MT0604  ___________________________________________________________________
 MT0604* NAD 83(1986)-  41 50 40.     (N)    115 42 22.     (W)     SCALED    
 MT0604* NAVD 88     -      1726.875  (meters)    5665.59   (feet)  ADJUSTED  
 MT0604  ___________________________________________________________________
 MT0604  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 MT0604  DYNAMIC HT  -        1725.549 (meters)    5661.24  (feet)  COMP
 MT0604  MODELED GRAV-     979,793.7   (mgal)                       NAVD 88
 MT0604
 MT0604  VERT ORDER  -  SECOND    CLASS 0
 MT0604
 MT0604.The horizontal coordinates were scaled from a topographic map and have
 MT0604.an estimated accuracy of +/- 6 seconds.
 MT0604
 MT0604.The orthometric height was determined by differential leveling
 MT0604.and adjusted by the National Geodetic Survey in June 1991..
 MT0604
 MT0604.The geoid height was determined by GEOID03.
 MT0604
 MT0604.The dynamic height is computed by dividing the NAVD 88
 MT0604.geopotential number by the normal gravity value computed on the
 MT0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0604.degrees latitude (g = 980.6199 gals.).
 MT0604
 MT0604.The modeled gravity was interpolated from observed gravity values.
 MT0604
 MT0604;                    North         East    Units  Estimated Accuracy
 MT0604;SPC NV E     - 8,787,430.      189,800.      MT  (+/- 180 meters Scaled)
 MT0604
 MT0604                          SUPERSEDED SURVEY CONTROL
 MT0604
 MT0604  NGVD 29 (??/??/92) 1725.651  (m)         5661.57   (f) ADJ UNCH    2 0
 MT0604
 MT0604.Superseded values are not recommended for survey control.
 MT0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0604.See file dsdata.txt to determine how the superseded data were derived.
 MT0604
 MT0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG074333(NAD 83)
 MT0604_MARKER: DD = SURVEY DISK
 MT0604_SETTING: 80 = SET IN A BOULDER
 MT0604_STAMPING: H 5 1935
 MT0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0604+STABILITY: SURFACE MOTION
 MT0604
 MT0604  HISTORY     - Date     Condition        Report By
 MT0604  HISTORY     - 1935     MONUMENTED       USGS
 MT0604  HISTORY     - 1951     GOOD             NGS
 MT0604
 MT0604                          STATION DESCRIPTION
 MT0604
 MT0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0604'23.3 MI NE FROM MOUNTAIN CITY.
 MT0604'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0604'MOUNTAIN CITY, THENCE 15.0 MILES EAST ALONG A GRAVEL ROAD, THENCE 2.6
 MT0604'MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 4.7 MILES NORTHEAST ALONG A
 MT0604'GRAVEL ROAD, SET IN THE TOP OF A BOULDER (AT A POINT WHERE THE ROAD
 MT0604'ENTERS A LARGE NARROW ROCK WALL CANYON), 150 FEET NORTHEAST OF AND
 MT0604'ACROSS THE ROAD FROM A CAMP GROUNDS, 26.0 FEET EAST OF THE CENTER LINE
 MT0604'OF THE ROAD, 29.5 FEET WEST OF THE EAST BASE OF A WALL OF SOLID ROCK,
 MT0604'12.7 FEET WEST OF THE WEST END OF A BOULDER PAINTED WITH THE LETTERS B
 MT0604'M, AND SET ABOUT ONE FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0435 ***********************************************************************
 LQ0435  DESIGNATION -  H 5
 LQ0435  PID         -  LQ0435
 LQ0435  STATE/COUNTY-  NV/ELKO
 LQ0435  USGS QUAD   -  ELKO WEST (1975)
 LQ0435
 LQ0435                         *CURRENT SURVEY CONTROL
 LQ0435  ___________________________________________________________________
 LQ0435* NAD 83(1999)-  40 49 00.05085(N)    115 48 22.67748(W)     ADJUSTED  
 LQ0435* NAVD 88     -      1537.586  (meters)    5044.56   (feet)  ADJUSTED  
 LQ0435  ___________________________________________________________________
 LQ0435  EPOCH DATE  -        1999.37
 LQ0435  X           -  -2,104,852.264 (meters)                     COMP
 LQ0435  Y           -  -4,352,874.651 (meters)                     COMP
 LQ0435  Z           -   4,148,030.293 (meters)                     COMP
 LQ0435  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 LQ0435  ELLIP HEIGHT-        1518.88  (meters)          (05/16/00) GPS OBS
 LQ0435  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 LQ0435  DYNAMIC HT  -        1536.300 (meters)    5040.34  (feet)  COMP
 LQ0435  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 LQ0435
 LQ0435  HORZ ORDER  -  A
 LQ0435  VERT ORDER  -  FIRST     CLASS II
 LQ0435  ELLP ORDER  -  FOURTH    CLASS I
 LQ0435
 LQ0435.The horizontal coordinates were established by GPS observations
 LQ0435.and adjusted by the National Geodetic Survey in May 2000..
 LQ0435.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 LQ0435.DATUM ITEM on the data sheet items page.
 LQ0435.The horizontal coordinates are valid at the epoch date displayed above.
 LQ0435.The epoch date for horizontal control is a decimal equivalence
 LQ0435.of Year/Month/Day.
 LQ0435
 LQ0435.The orthometric height was determined by differential leveling
 LQ0435.and adjusted by the National Geodetic Survey in June 1991..
 LQ0435
 LQ0435.Photographs are available for this station.
 LQ0435
 LQ0435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LQ0435
 LQ0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0435
 LQ0435.The ellipsoidal height was determined by GPS observations
 LQ0435.and is referenced to NAD 83.
 LQ0435
 LQ0435.The geoid height was determined by GEOID03.
 LQ0435
 LQ0435.The dynamic height is computed by dividing the NAVD 88
 LQ0435.geopotential number by the normal gravity value computed on the
 LQ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0435.degrees latitude (g = 980.6199 gals.).
 LQ0435
 LQ0435.The modeled gravity was interpolated from observed gravity values.
 LQ0435
 LQ0435;                    North         East     Units Scale Factor Converg.
 LQ0435;SPC NV E     - 8,673,313.558   181,190.712   MT  0.99990435   -0 08 44.7
 LQ0435;SPC NV E     -28,455,696.23    594,456.53   sFT  0.99990435   -0 08 44.7
 LQ0435;UTM  11      - 4,519,092.734   600,670.768   MT  0.99972474   +0 46 49.1
 LQ0435
 LQ0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0435!SPC NV E     -   0.99976180  x   0.99990435  =   0.99966617
 LQ0435!UTM  11      -   0.99976180  x   0.99972474  =   0.99948661
 LQ0435
 LQ0435                          SUPERSEDED SURVEY CONTROL
 LQ0435
 LQ0435  NAVD 88 (05/16/00) 1537.59   (m)         5044.6    (f) LEVELING    3  
 LQ0435  NGVD 29 (??/??/92) 1536.458  (m)         5040.86   (f) ADJ UNCH    1 2
 LQ0435
 LQ0435.Superseded values are not recommended for survey control.
 LQ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0435.See file dsdata.txt to determine how the superseded data were derived.
 LQ0435
 LQ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0067119093(NAD 83)
 LQ0435_MARKER: P = PIPE CAP
 LQ0435_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LQ0435_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LQ0435_STAMPING: H 5 5040.863
 LQ0435_MARK LOGO: CGS   
 LQ0435_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0435+STABILITY: SURFACE MOTION
 LQ0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0435+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1999
 LQ0435
 LQ0435  HISTORY     - Date     Condition        Report By
 LQ0435  HISTORY     - UNK      MONUMENTED       CGS
 LQ0435  HISTORY     - 1953     GOOD             NGS
 LQ0435  HISTORY     - 1964     GOOD             NGS
 LQ0435  HISTORY     - 1984     GOOD             NGS
 LQ0435  HISTORY     - 19991018 GOOD             NGS
 LQ0435
 LQ0435                          STATION DESCRIPTION
 LQ0435
 LQ0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0435'2.4 MI SW FROM ELKO.
 LQ0435'2.4 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LQ0435'THE STATION AT ELKO, 0.4 MILE (16 POLES) SOUTHWEST OF MILEPOLE 554,
 LQ0435'180 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 40, 120.1 FEET
 LQ0435'SOUTHEAST OF A FENCE, 48.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 12
 LQ0435'1/2 FEET NORTHEAST OF A POINT IN LINE WITH THE NORTHEAST WALL OF SLIM
 LQ0435'OLSENS UTOCO SERVICE STATION, 4 1/2 FEET NORTHWEST OF TELEGRAPH POLE
 LQ0435'41B, 1.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 LQ0435'TRACK, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0
 LQ0435'FOOT ABOVE THE GROUND.
 LQ0435
 LQ0435                          STATION RECOVERY (1964)
 LQ0435
 LQ0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LQ0435'RECOVERED IN GOOD CONDITION.
 LQ0435
 LQ0435                          STATION RECOVERY (1984)
 LQ0435
 LQ0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0435'RECOVERED IN GOOD CONDITION, EXCEPT ADD 4.25 KM (2.65 MI) SOUTHWEST
 LQ0435'ALONG OLD US HIGHWAY 40 (IDAHO STREET) FROM THE COURTHOUSE AT ELKO.
 LQ0435'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 LQ0435'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 LQ0435
 LQ0435                          STATION RECOVERY (1999)
 LQ0435
 LQ0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 LQ0435'TO REACH THE STATION FROM THE INTERSECTION OF MOUNTAIN CITY HIGHWAY
 LQ0435'(STATE ROUTE 225) AND INTERSTATE 80 (EXIT NO 301) PROCEED
 LQ0435'SOUTHEASTERLY ALONG MOUNTAIN CITY HIGHWAY FOR 0.9 MILES (1.4 KM) TO
 LQ0435'THE INTESECTION OF MOUNTAIN CITY HIGHWAY AND IDAHO STREET (OLD U.S.
 LQ0435'HWY 40) , THENCE WESTERLY FOR 1.8 MILES (2.9 KM) ALONG IDAHO STREET,
 LQ0435'STOP, THENCE SOUTH 20 DEGREES EAST, 85 FEET (25.9 M) TOWARD A PHONE
 LQ0435'LINE POLE.  THE MONUMENT LAYS NORTH 20 DEGREES WEST AT 20 FEET (6.1 M)
 LQ0435'FROM THE CENTERLINE OF THE RAILROAD ACCESS ROAD, 55 FT (16.8 M) FROM
 LQ0435'THE CENTERLINE OF THE SOUTHERN PACIFIC RAILROAD TRACKS AND NORTH 48
 LQ0435'DEGTREES WEST, AT 5 FEET (1.5 M) FROM A PHONE LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0266 ***********************************************************************
 GR0266  DESIGNATION -  H 50
 GR0266  PID         -  GR0266
 GR0266  STATE/COUNTY-  NV/CLARK
 GR0266  USGS QUAD   -  OVERTON BEACH (1983)
 GR0266
 GR0266                         *CURRENT SURVEY CONTROL
 GR0266  ___________________________________________________________________
 GR0266* NAD 83(1986)-  36 27 36.     (N)    114 15 47.     (W)     SCALED    
 GR0266* NAVD 88     -       479.863  (meters)    1574.35   (feet)  POSTED    
 GR0266  ___________________________________________________________________
 GR0266  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 GR0266  DYNAMIC HT  -         479.400 (meters)    1572.83  (feet)  COMP
 GR0266  MODELED GRAV-     979,657.7   (mgal)                       NAVD 88
 GR0266
 GR0266  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0266
 GR0266.The horizontal coordinates were scaled from a topographic map and have
 GR0266.an estimated accuracy of +/- 6 seconds.
 GR0266
 GR0266.The orthometric height was determined by differential leveling
 GR0266.and adjusted by the National Geodetic Survey in 1992..
 GR0266.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0266.rate of 1.1 thru 2.0 mm/km.
 GR0266
 GR0266.The geoid height was determined by GEOID03.
 GR0266
 GR0266.The dynamic height is computed by dividing the NAVD 88
 GR0266.geopotential number by the normal gravity value computed on the
 GR0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0266.degrees latitude (g = 980.6199 gals.).
 GR0266
 GR0266.The modeled gravity was interpolated from observed gravity values.
 GR0266
 GR0266;                    North         East    Units  Estimated Accuracy
 GR0266;SPC NV E     - 8,190,520.      318,340.      MT  (+/- 180 meters Scaled)
 GR0266
 GR0266                          SUPERSEDED SURVEY CONTROL
 GR0266
 GR0266  NGVD 29 (??/??/92)  479.200  (m)         1572.18   (f) ADJ UNCH    1 1
 GR0266
 GR0266.Superseded values are not recommended for survey control.
 GR0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0266.See file dsdata.txt to determine how the superseded data were derived.
 GR0266
 GR0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA452384(NAD 83)
 GR0266_MARKER: DB = BENCH MARK DISK
 GR0266_SETTING: 80 = SET IN A BOULDER
 GR0266_SP_SET: BOULDER
 GR0266_STAMPING: H 50 1934
 GR0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0266+STABILITY: SURFACE MOTION
 GR0266
 GR0266  HISTORY     - Date     Condition        Report By
 GR0266  HISTORY     - 1934     MONUMENTED       CGS
 GR0266  HISTORY     - 1950     GOOD             NGS
 GR0266
 GR0266                          STATION DESCRIPTION
 GR0266
 GR0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0266'35.8 MI S FROM RIVERSIDE.
 GR0266'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0266'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0266'THENCE 8.7 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES FERRY
 GR0266'ROAD, 0.1 MILE SOUTH OF A POINT WHERE TWO WASHES COME TOGETHER, IN THE
 GR0266'APPROXIMATE CENTER OF THE WASH, IN THE TOP OF A LARGE WHITE BOULDER,
 GR0266'AND ABOUT 34 YARDS SOUTHWEST OF WHERE THE ROAD ENTERS THE WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0071 ***********************************************************************
 GR0071  DESIGNATION -  H 51
 GR0071  PID         -  GR0071
 GR0071  STATE/COUNTY-  NV/CLARK
 GR0071  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0071
 GR0071                         *CURRENT SURVEY CONTROL
 GR0071  ___________________________________________________________________
 GR0071* NAD 83(1986)-  36 45 44.     (N)    114 14 34.     (W)     SCALED    
 GR0071* NAVD 88     -       534.661  (meters)    1754.13   (feet)  POSTED    
 GR0071  ___________________________________________________________________
 GR0071  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 GR0071  DYNAMIC HT  -         534.140 (meters)    1752.42  (feet)  COMP
 GR0071  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 GR0071
 GR0071  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0071
 GR0071.The horizontal coordinates were scaled from a topographic map and have
 GR0071.an estimated accuracy of +/- 6 seconds.
 GR0071
 GR0071.The orthometric height was determined by differential leveling
 GR0071.and adjusted by the National Geodetic Survey in 1992..
 GR0071.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0071.rate of 4.1 thru 8.0 mm/km.
 GR0071
 GR0071.The geoid height was determined by GEOID03.
 GR0071
 GR0071.The dynamic height is computed by dividing the NAVD 88
 GR0071.geopotential number by the normal gravity value computed on the
 GR0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0071.degrees latitude (g = 980.6199 gals.).
 GR0071
 GR0071.The modeled gravity was interpolated from observed gravity values.
 GR0071
 GR0071;                    North         East    Units  Estimated Accuracy
 GR0071;SPC NV E     - 8,224,080.      319,690.      MT  (+/- 180 meters Scaled)
 GR0071
 GR0071                          SUPERSEDED SURVEY CONTROL
 GR0071
 GR0071  NGVD 29 (??/??/92)  533.970  (m)         1751.87   (f) ADJ UNCH    1 1
 GR0071
 GR0071.Superseded values are not recommended for survey control.
 GR0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0071.See file dsdata.txt to determine how the superseded data were derived.
 GR0071
 GR0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA461720(NAD 83)
 GR0071_MARKER: DB = BENCH MARK DISK
 GR0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0071_STAMPING: H 51 1934
 GR0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0071+STABILITY: SURFACE MOTION
 GR0071
 GR0071  HISTORY     - Date     Condition        Report By
 GR0071  HISTORY     - 1934     MONUMENTED       CGS
 GR0071  HISTORY     - 1957     GOOD             NGS
 GR0071  HISTORY     - 1982     GOOD             NGS
 GR0071
 GR0071                          STATION DESCRIPTION
 GR0071
 GR0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0071'11.65 MI W FROM MESQUITE.
 GR0071'10.15 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0071'MESQUITE, THENCE SOUTH 1 MILE ON RIVERSIDE ROAD TO JUNCTION OF
 GR0071'ABANDONED HIGHWAY 91, THENCE WEST ON OLD HIGHWAY 0.5 MILE TO MARK, 34
 GR0071'FEET SOUTH OF CENTER LINE OF HIGHWAY, 2.4 FEET EAST OF CONCRETE
 GR0071'WITNESS POST.  SET IN TOP OF CONCRETE POST PROJECTING 10 INCHES.
 GR0071
 GR0071                          STATION RECOVERY (1982)
 GR0071
 GR0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0544 ***********************************************************************
 LQ0544  DESIGNATION -  H 52
 LQ0544  PID         -  LQ0544
 LQ0544  STATE/COUNTY-  NV/ELKO
 LQ0544  USGS QUAD   -  KITTRIDGE SPRINGS (1982)
 LQ0544
 LQ0544                         *CURRENT SURVEY CONTROL
 LQ0544  ___________________________________________________________________
 LQ0544* NAD 83(1986)-  40 57 48.     (N)    115 50 49.     (W)     SCALED    
 LQ0544* NAVD 88     -      1982.811  (meters)    6505.27   (feet)  ADJUSTED  
 LQ0544  ___________________________________________________________________
 LQ0544  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 LQ0544  DYNAMIC HT  -        1981.064 (meters)    6499.54  (feet)  COMP
 LQ0544  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 LQ0544
 LQ0544  VERT ORDER  -  FIRST     CLASS II
 LQ0544
 LQ0544.The horizontal coordinates were scaled from a topographic map and have
 LQ0544.an estimated accuracy of +/- 6 seconds.
 LQ0544
 LQ0544.The orthometric height was determined by differential leveling
 LQ0544.and adjusted by the National Geodetic Survey in June 1991..
 LQ0544
 LQ0544.The geoid height was determined by GEOID03.
 LQ0544
 LQ0544.The dynamic height is computed by dividing the NAVD 88
 LQ0544.geopotential number by the normal gravity value computed on the
 LQ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0544.degrees latitude (g = 980.6199 gals.).
 LQ0544
 LQ0544.The modeled gravity was interpolated from observed gravity values.
 LQ0544
 LQ0544;                    North         East    Units  Estimated Accuracy
 LQ0544;SPC NV E     - 8,689,610.      177,810.      MT  (+/- 180 meters Scaled)
 LQ0544
 LQ0544                          SUPERSEDED SURVEY CONTROL
 LQ0544
 LQ0544  NGVD 29 (??/??/92) 1981.582  (m)         6501.24   (f) ADJ UNCH    1 2
 LQ0544
 LQ0544.Superseded values are not recommended for survey control.
 LQ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0544.See file dsdata.txt to determine how the superseded data were derived.
 LQ0544
 LQ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF970353(NAD 83)
 LQ0544_MARKER: DB = BENCH MARK DISK
 LQ0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0544_STAMPING: H 52 1934
 LQ0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0544+STABILITY: SURFACE MOTION
 LQ0544
 LQ0544  HISTORY     - Date     Condition        Report By
 LQ0544  HISTORY     - 1934     MONUMENTED       CGS
 LQ0544
 LQ0544                          STATION DESCRIPTION
 LQ0544
 LQ0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0544'11.5 MI NW FROM ELKO.
 LQ0544'11.5 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE COUNTY COURTHOUSE
 LQ0544'AT ELKO, ELKO COUNTY, 1/3 MILE SOUTHEAST OF A WOODEN CULVERT WITH
 LQ0544'WOODEN POLES EMBEDDED IN THE CONCRETE HEADWALLS, 120 FEET SOUTH OF THE
 LQ0544'CROSSING OF A ROW OF POLES, 34 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LQ0544'HIGHWAY, AND 30 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED H
 LQ0544'52 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0075 ***********************************************************************
 HP0075  DESIGNATION -  H 57
 HP0075  PID         -  HP0075
 HP0075  STATE/COUNTY-  NV/LINCOLN
 HP0075  USGS QUAD   -  CHOKECHERRY MTN (1970)
 HP0075
 HP0075                         *CURRENT SURVEY CONTROL
 HP0075  ___________________________________________________________________
 HP0075* NAD 83(1986)-  37 36 21.     (N)    114 42 10.     (W)     SCALED    
 HP0075* NAVD 88     -      1816.467  (meters)    5959.53   (feet)  ADJUSTED  
 HP0075  ___________________________________________________________________
 HP0075  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 HP0075  DYNAMIC HT  -        1814.390 (meters)    5952.71  (feet)  COMP
 HP0075  MODELED GRAV-     979,421.6   (mgal)                       NAVD 88
 HP0075
 HP0075  VERT ORDER  -  FIRST     CLASS II
 HP0075
 HP0075.The horizontal coordinates were scaled from a topographic map and have
 HP0075.an estimated accuracy of +/- 6 seconds.
 HP0075
 HP0075.The orthometric height was determined by differential leveling
 HP0075.and adjusted by the National Geodetic Survey in June 1991..
 HP0075
 HP0075.The geoid height was determined by GEOID03.
 HP0075
 HP0075.The dynamic height is computed by dividing the NAVD 88
 HP0075.geopotential number by the normal gravity value computed on the
 HP0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0075.degrees latitude (g = 980.6199 gals.).
 HP0075
 HP0075.The modeled gravity was interpolated from observed gravity values.
 HP0075
 HP0075;                    North         East    Units  Estimated Accuracy
 HP0075;SPC NV E     - 8,317,220.      277,750.      MT  (+/- 180 meters Scaled)
 HP0075
 HP0075                          SUPERSEDED SURVEY CONTROL
 HP0075
 HP0075  NGVD 29 (??/??/92) 1815.396  (m)         5956.01   (f) ADJ UNCH    1 2
 HP0075
 HP0075.Superseded values are not recommended for survey control.
 HP0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0075.See file dsdata.txt to determine how the superseded data were derived.
 HP0075
 HP0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB027645(NAD 83)
 HP0075_MARKER: DB = BENCH MARK DISK
 HP0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HP0075_SP_SET: CULVERT
 HP0075_STAMPING: H 57 1934
 HP0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0075
 HP0075  HISTORY     - Date     Condition        Report By
 HP0075  HISTORY     - 1934     MONUMENTED       CGS
 HP0075  HISTORY     - 1970     MARK NOT FOUND   USGS
 HP0075
 HP0075                          STATION DESCRIPTION
 HP0075
 HP0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0075'12.5 MI W FROM CALIENTE.
 HP0075'12.5 MILES WEST ALONG U. S. HIGHWAY 93 FROM THE PUBLIC SCHOOL AT
 HP0075'CALIENTE, LINCOLN COUNTY, AT A 24-INCH PIPE CULVERT, IN THE TOP OF AN
 HP0075'UPSTREAM CONCRETE HEADWALL, 7 INCHES NORTHEAST OF THE SOUTHEAST END OF
 HP0075'THE HEADWALL, AND 17 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 HP0075'A STANDARD DISK, STAMPED H 57 1934.
 HP0075
 HP0075                          STATION RECOVERY (1970)
 HP0075
 HP0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HP0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0146 ***********************************************************************
 HP0146  DESIGNATION -  H 58 RESET
 HP0146  PID         -  HP0146
 HP0146  STATE/COUNTY-  NV/LINCOLN
 HP0146  USGS QUAD   -  CRESCENT RESERVOIR (1983)
 HP0146
 HP0146                         *CURRENT SURVEY CONTROL
 HP0146  ___________________________________________________________________
 HP0146* NAD 83(1986)-  37 25 04.     (N)    115 23 11.     (W)     SCALED    
 HP0146* NAVD 88     -      1568.30   (meters)    5145.3    (feet)  RESET     
 HP0146  ___________________________________________________________________
 HP0146  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 HP0146
 HP0146  VERT ORDER  -  THIRD
 HP0146
 HP0146.The horizontal coordinates were scaled from a topographic map and have
 HP0146.an estimated accuracy of +/- 6 seconds.
 HP0146
 HP0146.The orthometric height was computed from unverified reset data.
 HP0146
 HP0146.The geoid height was determined by GEOID03.
 HP0146
 HP0146;                    North         East    Units  Estimated Accuracy
 HP0146;SPC NV E     - 8,296,010.      217,430.      MT  (+/- 180 meters Scaled)
 HP0146
 HP0146                          SUPERSEDED SURVEY CONTROL
 HP0146
 HP0146.No superseded survey control is available for this station.
 HP0146
 HP0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB427424(NAD 83)
 HP0146_MARKER: DB = BENCH MARK DISK
 HP0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0146_STAMPING: H 58 RESET 1956
 HP0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0146+STABILITY: SURFACE MOTION
 HP0146
 HP0146  HISTORY     - Date     Condition        Report By
 HP0146  HISTORY     - 1956     MONUMENTED       NVDH
 HP0146
 HP0146                          STATION DESCRIPTION
 HP0146
 HP0146'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1956
 HP0146'12.9 MI W FROM CRYSTAL SPRINGS.
 HP0146'12.9 MILES WEST ALONG STATE HIGHWAY 25 FROM CRYSTAL SPRINGS, LINCOLN
 HP0146'COUNTY, 1.3 MILES WEST OF HANDCOCK SUMMIT, 81 FEET SOUTHWEST OF THE
 HP0146'CENTERLINE OF THE HIGHWAY AT SURVEY STATION B 607+50.  A STANDARD
 HP0146'DISK, STAMPED H 58 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0241 ***********************************************************************
 LR0241  DESIGNATION -  H 6
 LR0241  PID         -  LR0241
 LR0241  STATE/COUNTY-  NV/EUREKA
 LR0241  USGS QUAD   -  DUNPHY (1986)
 LR0241
 LR0241                         *CURRENT SURVEY CONTROL
 LR0241  ___________________________________________________________________
 LR0241* NAD 83(1986)-  40 41 57.     (N)    116 33 14.     (W)     SCALED    
 LR0241* NAVD 88     -      1412.052  (meters)    4632.71   (feet)  ADJUSTED  
 LR0241  ___________________________________________________________________
 LR0241  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 LR0241  DYNAMIC HT  -        1410.931 (meters)    4629.03  (feet)  COMP
 LR0241  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 LR0241
 LR0241  VERT ORDER  -  FIRST     CLASS II
 LR0241
 LR0241.The horizontal coordinates were scaled from a topographic map and have
 LR0241.an estimated accuracy of +/- 6 seconds.
 LR0241
 LR0241.The orthometric height was determined by differential leveling
 LR0241.and adjusted by the National Geodetic Survey in June 1991..
 LR0241
 LR0241.The geoid height was determined by GEOID03.
 LR0241
 LR0241.The dynamic height is computed by dividing the NAVD 88
 LR0241.geopotential number by the normal gravity value computed on the
 LR0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0241.degrees latitude (g = 980.6199 gals.).
 LR0241
 LR0241.The modeled gravity was interpolated from observed gravity values.
 LR0241
 LR0241;                    North         East    Units  Estimated Accuracy
 LR0241;SPC NV E     - 8,660,690.      117,980.      MT  (+/- 180 meters Scaled)
 LR0241
 LR0241                          SUPERSEDED SURVEY CONTROL
 LR0241
 LR0241  NGVD 29 (??/??/92) 1410.991  (m)         4629.23   (f) ADJ UNCH    1 2
 LR0241
 LR0241.Superseded values are not recommended for survey control.
 LR0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0241.See file dsdata.txt to determine how the superseded data were derived.
 LR0241
 LR0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF376054(NAD 83)
 LR0241_MARKER: Z = SEE DESCRIPTION
 LR0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0241
 LR0241  HISTORY     - Date     Condition        Report By
 LR0241  HISTORY     - UNK      MONUMENTED       CGS
 LR0241  HISTORY     - 1953     GOOD             NGS
 LR0241  HISTORY     - 1984     GOOD             NGS
 LR0241
 LR0241                          STATION DESCRIPTION
 LR0241
 LR0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0241'9.6 MI N FROM BEOWAWE.
 LR0241'9.6 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0241'STATION AT BEOWAWE, 0.5 MILE (20-1/3 POLES) EAST OF MILEPOLE 498, 10
 LR0241'1/2 RAILS EAST OF THE SHOSHONE SIDING SIGN, 74.8 FEET NORTH OF THE
 LR0241'NORTH RAIL, 58 FEET NORTHEAST OF A TELEPHONE POLE, 1.2 FEET SOUTH OF A
 LR0241'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND FLANKED BY THE CHISELED
 LR0241'LETTERS USBM IN THE TOP OF A SANDSTONE POST PROJECTING 1.2 FEET ABOVE
 LR0241'THE GROUND.
 LR0241
 LR0241                          STATION RECOVERY (1984)
 LR0241
 LR0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0241'RECOVERED IN GOOD CONDITION.  ADD 25.4 METERS (83.5 FT) NORTHEAST OF
 LR0241'THE NORTHEAST CORNER OF SEMAPHORE 498.5.
 LR0241'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LR0241'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0262 ***********************************************************************
 HP0262  DESIGNATION -  H 60
 HP0262  PID         -  HP0262
 HP0262  STATE/COUNTY-  NV/LINCOLN
 HP0262  USGS QUAD   -  WHITE BLOTCH SPRINGS SE (1987)
 HP0262
 HP0262                         *CURRENT SURVEY CONTROL
 HP0262  ___________________________________________________________________
 HP0262* NAD 83(1986)-  37 36 30.     (N)    115 52 01.     (W)     SCALED    
 HP0262* NAVD 88     -      1522.426  (meters)    4994.83   (feet)  ADJUSTED  
 HP0262  ___________________________________________________________________
 HP0262  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 HP0262  DYNAMIC HT  -        1520.719 (meters)    4989.23  (feet)  COMP
 HP0262  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 HP0262
 HP0262  VERT ORDER  -  SECOND    CLASS 0
 HP0262
 HP0262.The horizontal coordinates were scaled from a topographic map and have
 HP0262.an estimated accuracy of +/- 6 seconds.
 HP0262
 HP0262.The orthometric height was determined by differential leveling
 HP0262.and adjusted by the National Geodetic Survey in June 1991..
 HP0262
 HP0262.The geoid height was determined by GEOID03.
 HP0262
 HP0262.The dynamic height is computed by dividing the NAVD 88
 HP0262.geopotential number by the normal gravity value computed on the
 HP0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0262.degrees latitude (g = 980.6199 gals.).
 HP0262
 HP0262.The modeled gravity was interpolated from observed gravity values.
 HP0262
 HP0262;                    North         East    Units  Estimated Accuracy
 HP0262;SPC NV E     - 8,317,170.      174,960.      MT  (+/- 180 meters Scaled)
 HP0262
 HP0262                          SUPERSEDED SURVEY CONTROL
 HP0262
 HP0262  NGVD 29 (??/??/92) 1521.382  (m)         4991.40   (f) ADJ UNCH    2 0
 HP0262
 HP0262.Superseded values are not recommended for survey control.
 HP0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0262.See file dsdata.txt to determine how the superseded data were derived.
 HP0262
 HP0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB000629(NAD 83)
 HP0262_MARKER: DB = BENCH MARK DISK
 HP0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0262_STAMPING: H 60 1934
 HP0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0262+STABILITY: SURFACE MOTION
 HP0262
 HP0262  HISTORY     - Date     Condition        Report By
 HP0262  HISTORY     - 1934     MONUMENTED       CGS
 HP0262
 HP0262                          STATION DESCRIPTION
 HP0262
 HP0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0262'26.9 MI N FROM GROOM.
 HP0262'26.9 MILES NORTH ALONG THE SAND SPRINGS ROAD FROM GROOM, LINCOLN
 HP0262'COUNTY, 0.8 MILE SOUTH OF A ROAD JUNCTION, AND 43 FEET SOUTHEAST OF
 HP0262'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED H 60 1934 AND
 HP0262'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0008 ***********************************************************************
 KP0008  DESIGNATION -  H 61
 KP0008  PID         -  KP0008
 KP0008  STATE/COUNTY-  NV/WHITE PINE
 KP0008  USGS QUAD   -  SUNSET RESERVOIR (1986)
 KP0008
 KP0008                         *CURRENT SURVEY CONTROL
 KP0008  ___________________________________________________________________
 KP0008* NAD 83(1986)-  39 55 34.     (N)    114 16 36.     (W)     SCALED    
 KP0008* NAVD 88     -      1737.551  (meters)    5700.62   (feet)  ADJUSTED  
 KP0008  ___________________________________________________________________
 KP0008  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 KP0008  DYNAMIC HT  -        1735.867 (meters)    5695.09  (feet)  COMP
 KP0008  MODELED GRAV-     979,596.2   (mgal)                       NAVD 88
 KP0008
 KP0008  VERT ORDER  -  FIRST     CLASS II
 KP0008
 KP0008.The horizontal coordinates were scaled from a topographic map and have
 KP0008.an estimated accuracy of +/- 6 seconds.
 KP0008
 KP0008.The orthometric height was determined by differential leveling
 KP0008.and adjusted by the National Geodetic Survey in June 1991..
 KP0008
 KP0008.The geoid height was determined by GEOID03.
 KP0008
 KP0008.The dynamic height is computed by dividing the NAVD 88
 KP0008.geopotential number by the normal gravity value computed on the
 KP0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0008.degrees latitude (g = 980.6199 gals.).
 KP0008
 KP0008.The modeled gravity was interpolated from observed gravity values.
 KP0008
 KP0008;                    North         East    Units  Estimated Accuracy
 KP0008;SPC NV E     - 8,575,230.      311,690.      MT  (+/- 180 meters Scaled)
 KP0008
 KP0008                          SUPERSEDED SURVEY CONTROL
 KP0008
 KP0008  NGVD 29 (??/??/92) 1736.370  (m)         5696.74   (f) ADJ UNCH    1 2
 KP0008
 KP0008.Superseded values are not recommended for survey control.
 KP0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0008.See file dsdata.txt to determine how the superseded data were derived.
 KP0008
 KP0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQE327231(NAD 83)
 KP0008_MARKER: DB = BENCH MARK DISK
 KP0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0008_STAMPING: H 61 1934
 KP0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0008+STABILITY: SURFACE MOTION
 KP0008
 KP0008  HISTORY     - Date     Condition        Report By
 KP0008  HISTORY     - 1934     MONUMENTED       CGS
 KP0008
 KP0008                          STATION DESCRIPTION
 KP0008
 KP0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0008'5.7 MI E FROM TIPPETT.
 KP0008'ABOUT 5.7 MILES EAST ALONG STATE HIGWHAY 2 FROM TIPPETT, WHITE PINE
 KP0008'COUNTY, AND 34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A
 KP0008'STANDARD DISK, STAMPED H 61 1934 AND SET IN THE TOP OF A CONCRETE
 KP0008'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0017 ***********************************************************************
 HP0017  DESIGNATION -  H 62
 HP0017  PID         -  HP0017
 HP0017  STATE/COUNTY-  NV/LINCOLN
 HP0017  USGS QUAD   -  INDIAN COVE (1972)
 HP0017
 HP0017                         *CURRENT SURVEY CONTROL
 HP0017  ___________________________________________________________________
 HP0017* NAD 83(1986)-  37 39 46.     (N)    114 29 16.     (W)     SCALED    
 HP0017* NAVD 88     -      1371.072  (meters)    4498.26   (feet)  ADJUSTED  
 HP0017  ___________________________________________________________________
 HP0017  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 HP0017  DYNAMIC HT  -        1369.591 (meters)    4493.40  (feet)  COMP
 HP0017  MODELED GRAV-     979,502.4   (mgal)                       NAVD 88
 HP0017
 HP0017  VERT ORDER  -  SECOND    CLASS 0
 HP0017
 HP0017.The horizontal coordinates were scaled from a topographic map and have
 HP0017.an estimated accuracy of +/- 6 seconds.
 HP0017
 HP0017.The orthometric height was determined by differential leveling
 HP0017.and adjusted by the National Geodetic Survey in June 1991..
 HP0017
 HP0017.The geoid height was determined by GEOID03.
 HP0017
 HP0017.The dynamic height is computed by dividing the NAVD 88
 HP0017.geopotential number by the normal gravity value computed on the
 HP0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0017.degrees latitude (g = 980.6199 gals.).
 HP0017
 HP0017.The modeled gravity was interpolated from observed gravity values.
 HP0017
 HP0017;                    North         East    Units  Estimated Accuracy
 HP0017;SPC NV E     - 8,323,740.      296,660.      MT  (+/- 180 meters Scaled)
 HP0017
 HP0017                          SUPERSEDED SURVEY CONTROL
 HP0017
 HP0017  NGVD 29 (??/??/92) 1370.055  (m)         4494.92   (f) ADJ UNCH    2 0
 HP0017
 HP0017.Superseded values are not recommended for survey control.
 HP0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0017.See file dsdata.txt to determine how the superseded data were derived.
 HP0017
 HP0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB215713(NAD 83)
 HP0017_MARKER: DB = BENCH MARK DISK
 HP0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0017_STAMPING: H 62 1934
 HP0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0017+STABILITY: SURFACE MOTION
 HP0017
 HP0017  HISTORY     - Date     Condition        Report By
 HP0017  HISTORY     - 1934     MONUMENTED       CGS
 HP0017  HISTORY     - 1972     GOOD             USGS
 HP0017
 HP0017                          STATION DESCRIPTION
 HP0017
 HP0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0017'3.8 MI N FROM CALIENTE.
 HP0017'3.8 MILES NORTH ALONG THE LOS ANGELES AND SALT LAKE RAILROAD FROM
 HP0017'CALIENTE, LINCOLN COUNTY, 4 FEET NORTH OF THE SECOND POLE NORTH OF
 HP0017'MILEPOST 4, 75 YARDS SOUTHEAST OF A RANCH HOUSE, 45 YARDS SOUTH OF A
 HP0017'ROAD CROSSING, AND 45 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 HP0017'STANDARD DISK, STAMPED H 62 1934 AND SET IN THE TOP OF A CONCRETE
 HP0017'POST.
 HP0017
 HP0017                          STATION RECOVERY (1972)
 HP0017
 HP0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HP0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0017 ***********************************************************************
 JP0017  DESIGNATION -  H 63
 JP0017  PID         -  JP0017
 JP0017  STATE/COUNTY-  NV/LINCOLN
 JP0017  USGS QUAD   -  PONY SPRINGS (1973)
 JP0017
 JP0017                         *CURRENT SURVEY CONTROL
 JP0017  ___________________________________________________________________
 JP0017* NAD 83(1986)-  38 15 44.     (N)    114 35 37.     (W)     SCALED    
 JP0017* NAVD 88     -      1901.956  (meters)    6240.00   (feet)  ADJUSTED  
 JP0017  ___________________________________________________________________
 JP0017  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 JP0017  DYNAMIC HT  -        1899.806 (meters)    6232.95  (feet)  COMP
 JP0017  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 JP0017
 JP0017  VERT ORDER  -  SECOND    CLASS 0
 JP0017
 JP0017.The horizontal coordinates were scaled from a topographic map and have
 JP0017.an estimated accuracy of +/- 6 seconds.
 JP0017
 JP0017.The orthometric height was determined by differential leveling
 JP0017.and adjusted by the National Geodetic Survey in June 1991..
 JP0017
 JP0017.The geoid height was determined by GEOID03.
 JP0017
 JP0017.The dynamic height is computed by dividing the NAVD 88
 JP0017.geopotential number by the normal gravity value computed on the
 JP0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0017.degrees latitude (g = 980.6199 gals.).
 JP0017
 JP0017.The modeled gravity was interpolated from observed gravity values.
 JP0017
 JP0017;                    North         East    Units  Estimated Accuracy
 JP0017;SPC NV E     - 8,390,170.      286,610.      MT  (+/- 180 meters Scaled)
 JP0017
 JP0017                          SUPERSEDED SURVEY CONTROL
 JP0017
 JP0017  NGVD 29 (??/??/92) 1900.727  (m)         6235.97   (f) ADJ UNCH    2 0
 JP0017
 JP0017.Superseded values are not recommended for survey control.
 JP0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0017.See file dsdata.txt to determine how the superseded data were derived.
 JP0017
 JP0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC105376(NAD 83)
 JP0017_MARKER: DB = BENCH MARK DISK
 JP0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0017_STAMPING: H 63 1934
 JP0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0017+STABILITY: SURFACE MOTION
 JP0017
 JP0017  HISTORY     - Date     Condition        Report By
 JP0017  HISTORY     - 1934     MONUMENTED       CGS
 JP0017
 JP0017                          STATION DESCRIPTION
 JP0017
 JP0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0017'24.8 MI N FROM PIOCHE.
 JP0017'24.8 MILES NORTH ALONG U. S. HIGHWAY 93 FROM PIOCHE, LINCOLN COUNTY,
 JP0017'AT STATION A 615+20, AND 40 FEET WEST OF THE CENTERLINE OF THE
 JP0017'HIGHWAY.  A STANDARD DISK, STAMPED H 63 1934 AND SET IN THE TOP OF A
 JP0017'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0041 ***********************************************************************
 JP0041  DESIGNATION -  H 64
 JP0041  PID         -  JP0041
 JP0041  STATE/COUNTY-  NV/WHITE PINE
 JP0041  USGS QUAD   -  NORTH SPRING POINT (1973)
 JP0041
 JP0041                         *CURRENT SURVEY CONTROL
 JP0041  ___________________________________________________________________
 JP0041* NAD 83(1986)-  38 54 38.     (N)    114 30 57.     (W)     SCALED    
 JP0041* NAVD 88     -      1802.088  (meters)    5912.35   (feet)  ADJUSTED  
 JP0041  ___________________________________________________________________
 JP0041  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 JP0041  DYNAMIC HT  -        1800.140 (meters)    5905.96  (feet)  COMP
 JP0041  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 JP0041
 JP0041  VERT ORDER  -  SECOND    CLASS 0
 JP0041
 JP0041.The horizontal coordinates were scaled from a topographic map and have
 JP0041.an estimated accuracy of +/- 6 seconds.
 JP0041
 JP0041.The orthometric height was determined by differential leveling
 JP0041.and adjusted by the National Geodetic Survey in June 1991..
 JP0041
 JP0041.The geoid height was determined by GEOID03.
 JP0041
 JP0041.The dynamic height is computed by dividing the NAVD 88
 JP0041.geopotential number by the normal gravity value computed on the
 JP0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0041.degrees latitude (g = 980.6199 gals.).
 JP0041
 JP0041.The modeled gravity was interpolated from observed gravity values.
 JP0041
 JP0041;                    North         East    Units  Estimated Accuracy
 JP0041;SPC NV E     - 8,462,210.      292,580.      MT  (+/- 180 meters Scaled)
 JP0041
 JP0041                          SUPERSEDED SURVEY CONTROL
 JP0041
 JP0041  NGVD 29 (??/??/92) 1800.841  (m)         5908.26   (f) ADJ UNCH    2 0
 JP0041
 JP0041.Superseded values are not recommended for survey control.
 JP0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0041.See file dsdata.txt to determine how the superseded data were derived.
 JP0041
 JP0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD153097(NAD 83)
 JP0041_MARKER: DB = BENCH MARK DISK
 JP0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0041_STAMPING: H 64 1934
 JP0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0041+STABILITY: SURFACE MOTION
 JP0041
 JP0041  HISTORY     - Date     Condition        Report By
 JP0041  HISTORY     - 1934     MONUMENTED       CGS
 JP0041  HISTORY     - 1973     GOOD             USGS
 JP0041
 JP0041                          STATION DESCRIPTION
 JP0041
 JP0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0041'37.2 MI S FROM ELY.
 JP0041'37.2 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM ELY, WHITE PINE COUNTY,
 JP0041'102 YARDS NORTH OF A 24-INCH IRON CULVERT, AND 70 FEET WEST OF THE
 JP0041'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 64 1934 AND SET
 JP0041'IN THE TOP OF A CONCRETE POST.
 JP0041
 JP0041                          STATION RECOVERY (1973)
 JP0041
 JP0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JP0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0154 ***********************************************************************
 MV0154  DESIGNATION -  H 66
 MV0154  PID         -  MV0154
 MV0154  STATE/COUNTY-  NV/WASHOE
 MV0154  USGS QUAD   -  YELLOW HILLS WEST (1980)
 MV0154
 MV0154                         *CURRENT SURVEY CONTROL
 MV0154  ___________________________________________________________________
 MV0154* NAD 83(1986)-  41 27 34.     (N)    119 26 26.     (W)     SCALED    
 MV0154* NAVD 88     -      1663.313  (meters)    5457.05   (feet)  ADJUSTED  
 MV0154  ___________________________________________________________________
 MV0154  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 MV0154  DYNAMIC HT  -        1661.995 (meters)    5452.73  (feet)  COMP
 MV0154  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 MV0154
 MV0154  VERT ORDER  -  SECOND    CLASS 0
 MV0154
 MV0154.The horizontal coordinates were scaled from a topographic map and have
 MV0154.an estimated accuracy of +/- 6 seconds.
 MV0154
 MV0154.The orthometric height was determined by differential leveling
 MV0154.and adjusted by the National Geodetic Survey in June 1991..
 MV0154
 MV0154.The geoid height was determined by GEOID03.
 MV0154
 MV0154.The dynamic height is computed by dividing the NAVD 88
 MV0154.geopotential number by the normal gravity value computed on the
 MV0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0154.degrees latitude (g = 980.6199 gals.).
 MV0154
 MV0154.The modeled gravity was interpolated from observed gravity values.
 MV0154
 MV0154;                    North         East    Units  Estimated Accuracy
 MV0154;SPC NV W     - 4,745,020.      728,390.      MT  (+/- 180 meters Scaled)
 MV0154
 MV0154                          SUPERSEDED SURVEY CONTROL
 MV0154
 MV0154  NGVD 29 (??/??/92) 1662.084  (m)         5453.02   (f) ADJ UNCH    2 0
 MV0154
 MV0154.Superseded values are not recommended for survey control.
 MV0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0154.See file dsdata.txt to determine how the superseded data were derived.
 MV0154
 MV0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF961926(NAD 83)
 MV0154_MARKER: DB = BENCH MARK DISK
 MV0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0154_STAMPING: H 66 1934
 MV0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0154+STABILITY: SURFACE MOTION
 MV0154
 MV0154  HISTORY     - Date     Condition        Report By
 MV0154  HISTORY     - 1934     MONUMENTED       CGS
 MV0154  HISTORY     - 1937     GOOD             NGS
 MV0154
 MV0154                          STATION DESCRIPTION
 MV0154
 MV0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0154'15.3 MI SE FROM VYA.
 MV0154'15.3 MILES SOUTHEAST ALONG THE HIGH ROCK LAKE ROAD FROM THE JUNCTION
 MV0154'OF STATE HIGHWAY 8 A ABOUT 11.1 MILES EAST OF VYA, WASHOE COUNTY, AND
 MV0154'12 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 MV0154'H 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MV0154
 MV0154                          STATION RECOVERY (1937)
 MV0154
 MV0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 MV0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0042 ***********************************************************************
 MV0042  DESIGNATION -  H 67
 MV0042  PID         -  MV0042
 MV0042  STATE/COUNTY-  NV/HUMBOLDT
 MV0042  USGS QUAD   -  THOUSAND CREEK GORGE (1990)
 MV0042
 MV0042                         *CURRENT SURVEY CONTROL
 MV0042  ___________________________________________________________________
 MV0042* NAD 83(1986)-  41 53 29.     (N)    119 00 00.     (W)     SCALED    
 MV0042* NAVD 88     -      1499.660  (meters)    4920.13   (feet)  ADJUSTED  
 MV0042  ___________________________________________________________________
 MV0042  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 MV0042  DYNAMIC HT  -        1498.602 (meters)    4916.66  (feet)  COMP
 MV0042  MODELED GRAV-     979,864.4   (mgal)                       NAVD 88
 MV0042
 MV0042  VERT ORDER  -  FIRST     CLASS II
 MV0042
 MV0042.The horizontal coordinates were scaled from a topographic map and have
 MV0042.an estimated accuracy of +/- 6 seconds.
 MV0042
 MV0042.The orthometric height was determined by differential leveling
 MV0042.and adjusted by the National Geodetic Survey in June 1991..
 MV0042
 MV0042.The geoid height was determined by GEOID03.
 MV0042
 MV0042.The dynamic height is computed by dividing the NAVD 88
 MV0042.geopotential number by the normal gravity value computed on the
 MV0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0042.degrees latitude (g = 980.6199 gals.).
 MV0042
 MV0042.The modeled gravity was interpolated from observed gravity values.
 MV0042
 MV0042;                    North         East    Units  Estimated Accuracy
 MV0042;SPC NV W     - 4,792,720.      765,420.      MT  (+/- 180 meters Scaled)
 MV0042
 MV0042                          SUPERSEDED SURVEY CONTROL
 MV0042
 MV0042  NGVD 29 (??/??/92) 1498.474  (m)         4916.24   (f) ADJ UNCH    1 2
 MV0042
 MV0042.Superseded values are not recommended for survey control.
 MV0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0042.See file dsdata.txt to determine how the superseded data were derived.
 MV0042
 MV0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG340396(NAD 83)
 MV0042_MARKER: DB = BENCH MARK DISK
 MV0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0042_STAMPING: H 67 1934
 MV0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0042+STABILITY: SURFACE MOTION
 MV0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MV0042+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2002
 MV0042
 MV0042  HISTORY     - Date     Condition        Report By
 MV0042  HISTORY     - 1934     MONUMENTED       CGS
 MV0042  HISTORY     - 20020503 GOOD             NVGS
 MV0042
 MV0042                          STATION DESCRIPTION
 MV0042
 MV0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0042'27.1 MI SW FROM DENIO.
 MV0042'DENIO, HUMBOLDT COUNTY, NEVADA, 3.0 MILES SOUTH OF, THENCE 24.1 MILES
 MV0042'WET ALONG STATE HIGHWAY 8A, 11.0 MILES EAST OF THE CEDARVILLE
 MV0042'JUNCTION, 488 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 8A, 32 FEET
 MV0042'NORTHWEST OF THE CENTERLINE OF A DIRT ROAD.  A STANDARD DISK, STAMPED
 MV0042'H 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MV0042
 MV0042                          STATION RECOVERY (2002)
 MV0042
 MV0042'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 MV0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0064 ***********************************************************************
 MV0064  DESIGNATION -  H 68
 MV0064  PID         -  MV0064
 MV0064  STATE/COUNTY-  NV/HUMBOLDT
 MV0064  USGS QUAD   -  KNOTT CREEK RANCH (1990)
 MV0064
 MV0064                         *CURRENT SURVEY CONTROL
 MV0064  ___________________________________________________________________
 MV0064* NAD 83(1986)-  41 38 58.     (N)    118 52 41.     (W)     SCALED    
 MV0064* NAVD 88     -      1408.234  (meters)    4620.18   (feet)  ADJUSTED  
 MV0064  ___________________________________________________________________
 MV0064  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 MV0064  DYNAMIC HT  -        1407.223 (meters)    4616.86  (feet)  COMP
 MV0064  MODELED GRAV-     979,856.8   (mgal)                       NAVD 88
 MV0064
 MV0064  VERT ORDER  -  SECOND    CLASS 0
 MV0064
 MV0064.The horizontal coordinates were scaled from a topographic map and have
 MV0064.an estimated accuracy of +/- 6 seconds.
 MV0064
 MV0064.The orthometric height was determined by differential leveling
 MV0064.and adjusted by the National Geodetic Survey in June 1991..
 MV0064
 MV0064.The geoid height was determined by GEOID03.
 MV0064
 MV0064.The dynamic height is computed by dividing the NAVD 88
 MV0064.geopotential number by the normal gravity value computed on the
 MV0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0064.degrees latitude (g = 980.6199 gals.).
 MV0064
 MV0064.The modeled gravity was interpolated from observed gravity values.
 MV0064
 MV0064;                    North         East    Units  Estimated Accuracy
 MV0064;SPC NV W     - 4,765,810.      775,450.      MT  (+/- 180 meters Scaled)
 MV0064
 MV0064                          SUPERSEDED SURVEY CONTROL
 MV0064
 MV0064  NGVD 29 (??/??/92) 1407.127  (m)         4616.55   (f) ADJ UNCH    2 0
 MV0064
 MV0064.Superseded values are not recommended for survey control.
 MV0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0064.See file dsdata.txt to determine how the superseded data were derived.
 MV0064
 MV0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG436125(NAD 83)
 MV0064_MARKER: DB = BENCH MARK DISK
 MV0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0064_STAMPING: H 68 1934
 MV0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0064+STABILITY: SURFACE MOTION
 MV0064
 MV0064  HISTORY     - Date     Condition        Report By
 MV0064  HISTORY     - 1934     MONUMENTED       CGS
 MV0064
 MV0064                          STATION DESCRIPTION
 MV0064
 MV0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0064'17.0 MI NW FROM LEONARD CREEK RANCH.
 MV0064'17.0 MILES NORTHWEST ALONG THE ROAD LEADING TO DENIO, OREGON, FROM THE
 MV0064'SCHOOLHOUSE AT LEONARD CREEK RANCH, HUMBOLDT COUNTY, AT THE JUNCTION
 MV0064'OF A ROAD LEADING TO SUMMIT LAKE, 30 FEET NORTHWEST OF THE CENTERLINE
 MV0064'OF THE ROAD LEADING TO DENIO, OREGON, AND 30 FEET EAST OF THE
 MV0064'CENTERLINE OF THE ROAD LEADING TO SUMMIT LAKE.  A STANDARD DISK,
 MV0064'STAMPED H 68 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0398 ***********************************************************************
 LS0398  DESIGNATION -  H 69
 LS0398  PID         -  LS0398
 LS0398  STATE/COUNTY-  NV/PERSHING
 LS0398  USGS QUAD   -  GERLACH (1990)
 LS0398
 LS0398                         *CURRENT SURVEY CONTROL
 LS0398  ___________________________________________________________________
 LS0398* NAD 83(1986)-  40 43 34.     (N)    119 17 06.     (W)     SCALED    
 LS0398* NAVD 88     -      1191.065  (meters)    3907.69   (feet)  ADJUSTED  
 LS0398  ___________________________________________________________________
 LS0398  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 LS0398  DYNAMIC HT  -        1190.179 (meters)    3904.78  (feet)  COMP
 LS0398  MODELED GRAV-     979,839.8   (mgal)                       NAVD 88
 LS0398
 LS0398  VERT ORDER  -  SECOND    CLASS 0
 LS0398
 LS0398.The horizontal coordinates were scaled from a topographic map and have
 LS0398.an estimated accuracy of +/- 6 seconds.
 LS0398
 LS0398.The orthometric height was determined by differential leveling
 LS0398.and adjusted by the National Geodetic Survey in June 1991..
 LS0398
 LS0398.The geoid height was determined by GEOID03.
 LS0398
 LS0398.The dynamic height is computed by dividing the NAVD 88
 LS0398.geopotential number by the normal gravity value computed on the
 LS0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0398.degrees latitude (g = 980.6199 gals.).
 LS0398
 LS0398.The modeled gravity was interpolated from observed gravity values.
 LS0398
 LS0398;                    North         East    Units  Estimated Accuracy
 LS0398;SPC NV W     - 4,663,470.      740,730.      MT  (+/- 180 meters Scaled)
 LS0398
 LS0398                          SUPERSEDED SURVEY CONTROL
 LS0398
 LS0398  NGVD 29 (??/??/92) 1190.107  (m)         3904.54   (f) ADJ UNCH    2 0
 LS0398
 LS0398.Superseded values are not recommended for survey control.
 LS0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0398.See file dsdata.txt to determine how the superseded data were derived.
 LS0398
 LS0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF070108(NAD 83)
 LS0398_MARKER: DB = BENCH MARK DISK
 LS0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0398_STAMPING: H 69 1934
 LS0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0398+STABILITY: SURFACE MOTION
 LS0398
 LS0398  HISTORY     - Date     Condition        Report By
 LS0398  HISTORY     - 1934     MONUMENTED       CGS
 LS0398  HISTORY     - 1963     MARK NOT FOUND   USGS
 LS0398
 LS0398                          STATION DESCRIPTION
 LS0398
 LS0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0398'6.4 MI NE FROM GERLACH.
 LS0398'6.4 MILES NORTHEAST OF WESTERN PACIFIC RR STATION 0.4 MILE NORTH OF
 LS0398'FORK OF ROAD TO SULPHUR AND ROAD TO SOLDIER MEADOWS.
 LS0398
 LS0398                          STATION RECOVERY (1963)
 LS0398
 LS0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LS0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0018 ***********************************************************************
 LS0018  DESIGNATION -  H 7
 LS0018  PID         -  LS0018
 LS0018  STATE/COUNTY-  NV/PERSHING
 LS0018  USGS QUAD   -  IMLAY (1987)
 LS0018
 LS0018                         *CURRENT SURVEY CONTROL
 LS0018  ___________________________________________________________________
 LS0018* NAD 83(1986)-  40 39 43.     (N)    118 08 56.     (W)     SCALED    
 LS0018* NAVD 88     -      1279.726  (meters)    4198.57   (feet)  ADJUSTED  
 LS0018  ___________________________________________________________________
 LS0018  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 LS0018  DYNAMIC HT  -        1278.739 (meters)    4195.33  (feet)  COMP
 LS0018  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 LS0018
 LS0018  VERT ORDER  -  FIRST     CLASS II
 LS0018
 LS0018.The horizontal coordinates were scaled from a topographic map and have
 LS0018.an estimated accuracy of +/- 6 seconds.
 LS0018
 LS0018.The orthometric height was determined by differential leveling
 LS0018.and adjusted by the National Geodetic Survey in June 1991..
 LS0018
 LS0018.The geoid height was determined by GEOID03.
 LS0018
 LS0018.The dynamic height is computed by dividing the NAVD 88
 LS0018.geopotential number by the normal gravity value computed on the
 LS0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0018.degrees latitude (g = 980.6199 gals.).
 LS0018
 LS0018.The modeled gravity was interpolated from observed gravity values.
 LS0018
 LS0018;                    North         East    Units  Estimated Accuracy
 LS0018;SPC NV W     - 4,656,200.      836,740.      MT  (+/- 180 meters Scaled)
 LS0018
 LS0018                          SUPERSEDED SURVEY CONTROL
 LS0018
 LS0018  NGVD 29 (??/??/92) 1278.74   (m)         4195.3    (f) COMPUTED    1 2
 LS0018
 LS0018.Superseded values are not recommended for survey control.
 LS0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0018.See file dsdata.txt to determine how the superseded data were derived.
 LS0018
 LS0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF028018(NAD 83)
 LS0018_MARKER: DB = BENCH MARK DISK
 LS0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0018_SP_SET: CONCRETE FOOTING
 LS0018_STAMPING: 4195.139
 LS0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0018
 LS0018  HISTORY     - Date     Condition        Report By
 LS0018  HISTORY     - 1914     MONUMENTED       CGS
 LS0018  HISTORY     - 1953     GOOD             CGS
 LS0018
 LS0018                          STATION DESCRIPTION
 LS0018
 LS0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0018'IN IMLAY.
 LS0018'AT IMLAY, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, AT THE RAILROAD
 LS0018'WATER TANK, IN THE TOP OF THE NORTH CORNER OF THE CONCRETE FOOTING FOR
 LS0018'THE EAST ONE OF THE TWO NORTHERNMOST LEGS, 117.7 FEET SOUTHEAST OF THE
 LS0018'SOUTHEAST RAIL, AND ABOUT 1 FOOT HIGHER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0136 ***********************************************************************
 MV0136  DESIGNATION -  H 70
 MV0136  PID         -  MV0136
 MV0136  STATE/COUNTY-  NV/HUMBOLDT
 MV0136  USGS QUAD   -  MUD MEADOW (1980)
 MV0136
 MV0136                         *CURRENT SURVEY CONTROL
 MV0136  ___________________________________________________________________
 MV0136* NAD 83(1986)-  41 20 55.     (N)    119 10 57.     (W)     SCALED    
 MV0136* NAVD 88     -      1332.830  (meters)    4372.79   (feet)  ADJUSTED  
 MV0136  ___________________________________________________________________
 MV0136  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 MV0136  DYNAMIC HT  -        1331.875 (meters)    4369.66  (feet)  COMP
 MV0136  MODELED GRAV-     979,861.1   (mgal)                       NAVD 88
 MV0136
 MV0136  VERT ORDER  -  SECOND    CLASS 0
 MV0136
 MV0136.The horizontal coordinates were scaled from a topographic map and have
 MV0136.an estimated accuracy of +/- 6 seconds.
 MV0136
 MV0136.The orthometric height was determined by differential leveling
 MV0136.and adjusted by the National Geodetic Survey in June 1991..
 MV0136
 MV0136.The geoid height was determined by GEOID03.
 MV0136
 MV0136.The dynamic height is computed by dividing the NAVD 88
 MV0136.geopotential number by the normal gravity value computed on the
 MV0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0136.degrees latitude (g = 980.6199 gals.).
 MV0136
 MV0136.The modeled gravity was interpolated from observed gravity values.
 MV0136
 MV0136;                    North         East    Units  Estimated Accuracy
 MV0136;SPC NV W     - 4,732,530.      749,860.      MT  (+/- 180 meters Scaled)
 MV0136
 MV0136                          SUPERSEDED SURVEY CONTROL
 MV0136
 MV0136  NGVD 29 (??/??/92) 1331.761  (m)         4369.29   (f) ADJ UNCH    2 0
 MV0136
 MV0136.Superseded values are not recommended for survey control.
 MV0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0136.See file dsdata.txt to determine how the superseded data were derived.
 MV0136
 MV0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF174797(NAD 83)
 MV0136_MARKER: DB = BENCH MARK DISK
 MV0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0136_STAMPING: H 70 1934
 MV0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0136+STABILITY: SURFACE MOTION
 MV0136
 MV0136  HISTORY     - Date     Condition        Report By
 MV0136  HISTORY     - 1934     MONUMENTED       CGS
 MV0136
 MV0136                          STATION DESCRIPTION
 MV0136
 MV0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0136'3.4 MI SW FROM SOLDIER MEADOWS RANCH.
 MV0136'3.4 MILES SOUTHWEST ALONG THE ROAD LEADING TO GERLACH FROM THE
 MV0136'RANCHOUSE AT SOLDIER MEADOWS RANCH, HUMBOLDT COUNTY, AND 33 FEET WEST
 MV0136'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED H 70 1934 AND
 MV0136'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0436 ***********************************************************************
 LS0436  DESIGNATION -  H 71
 LS0436  PID         -  LS0436
 LS0436  STATE/COUNTY-  NV/WASHOE
 LS0436  USGS QUAD   -  EMERSON PASS (1990)
 LS0436
 LS0436                         *CURRENT SURVEY CONTROL
 LS0436  ___________________________________________________________________
 LS0436* NAD 83(1986)-  40 15 56.     (N)    119 41 55.     (W)     SCALED    
 LS0436* NAVD 88     -      1225.549  (meters)    4020.82   (feet)  POSTED    
 LS0436  ___________________________________________________________________
 LS0436  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 LS0436  DYNAMIC HT  -        1224.590 (meters)    4017.68  (feet)  COMP
 LS0436  MODELED GRAV-     979,803.9   (mgal)                       NAVD 88
 LS0436
 LS0436  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0436
 LS0436.The horizontal coordinates were scaled from a topographic map and have
 LS0436.an estimated accuracy of +/- 6 seconds.
 LS0436
 LS0436.The orthometric height was determined by differential leveling
 LS0436.and adjusted by the National Geodetic Survey in 1992..
 LS0436.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0436.rate of 0.0 thru 1.0 mm/km.
 LS0436
 LS0436.The geoid height was determined by GEOID03.
 LS0436
 LS0436.The dynamic height is computed by dividing the NAVD 88
 LS0436.geopotential number by the normal gravity value computed on the
 LS0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0436.degrees latitude (g = 980.6199 gals.).
 LS0436
 LS0436.The modeled gravity was interpolated from observed gravity values.
 LS0436
 LS0436;                    North         East    Units  Estimated Accuracy
 LS0436;SPC NV W     - 4,612,690.      705,140.      MT  (+/- 180 meters Scaled)
 LS0436
 LS0436                          SUPERSEDED SURVEY CONTROL
 LS0436
 LS0436  NGVD 29 (??/??/92) 1224.550  (m)         4017.54   (f) ADJ UNCH    2 0
 LS0436
 LS0436.Superseded values are not recommended for survey control.
 LS0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0436.See file dsdata.txt to determine how the superseded data were derived.
 LS0436
 LS0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE705607(NAD 83)
 LS0436_MARKER: DB = BENCH MARK DISK
 LS0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0436_STAMPING: H 71 1934
 LS0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0436+STABILITY: SURFACE MOTION
 LS0436
 LS0436  HISTORY     - Date     Condition        Report By
 LS0436  HISTORY     - 1934     MONUMENTED       CGS
 LS0436  HISTORY     - 1944     GOOD             NGS
 LS0436
 LS0436                          STATION DESCRIPTION
 LS0436
 LS0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0436'5.3 MI NE FROM SAND PASS.
 LS0436'5.3 MILES NORTHEAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE
 LS0436'STATION AT SAND PASS, WASHOE COUNTY, 16 POLES EAST OF MILEPOST 399, AT
 LS0436'THE CROSSING OF A ROAD LEADING TO SAND PASS, 53 FEET NORTHWEST OF THE
 LS0436'NORTHWEST RAIL, AND 10 FEET NORTH OF THE ROAD.  A STANDARD DISK,
 LS0436'STAMPED H 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LS0436
 LS0436                          STATION RECOVERY (1944)
 LS0436
 LS0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 LS0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0343 ***********************************************************************
 LS0343  DESIGNATION -  H 72
 LS0343  PID         -  LS0343
 LS0343  STATE/COUNTY-  NV/PERSHING
 LS0343  USGS QUAD   -  RABBITHOLE (1981)
 LS0343
 LS0343                         *CURRENT SURVEY CONTROL
 LS0343  ___________________________________________________________________
 LS0343* NAD 83(1986)-  40 52 03.     (N)    118 48 13.     (W)     SCALED    
 LS0343* NAVD 88     -      1231.674  (meters)    4040.92   (feet)  ADJUSTED  
 LS0343  ___________________________________________________________________
 LS0343  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 LS0343  DYNAMIC HT  -        1230.762 (meters)    4037.93  (feet)  COMP
 LS0343  MODELED GRAV-     979,841.2   (mgal)                       NAVD 88
 LS0343
 LS0343  VERT ORDER  -  SECOND    CLASS 0
 LS0343
 LS0343.The horizontal coordinates were scaled from a topographic map and have
 LS0343.an estimated accuracy of +/- 6 seconds.
 LS0343
 LS0343.The orthometric height was determined by differential leveling
 LS0343.and adjusted by the National Geodetic Survey in June 1991..
 LS0343
 LS0343.The geoid height was determined by GEOID03.
 LS0343
 LS0343.The dynamic height is computed by dividing the NAVD 88
 LS0343.geopotential number by the normal gravity value computed on the
 LS0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0343.degrees latitude (g = 980.6199 gals.).
 LS0343
 LS0343.The modeled gravity was interpolated from observed gravity values.
 LS0343
 LS0343;                    North         East    Units  Estimated Accuracy
 LS0343;SPC NV W     - 4,678,960.      781,430.      MT  (+/- 180 meters Scaled)
 LS0343
 LS0343                          SUPERSEDED SURVEY CONTROL
 LS0343
 LS0343  NGVD 29 (??/??/92) 1230.662  (m)         4037.60   (f) ADJ UNCH    2 0
 LS0343
 LS0343.Superseded values are not recommended for survey control.
 LS0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0343.See file dsdata.txt to determine how the superseded data were derived.
 LS0343
 LS0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF480256(NAD 83)
 LS0343_MARKER: DB = BENCH MARK DISK
 LS0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0343_STAMPING: H 72 1934
 LS0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0343+STABILITY: SURFACE MOTION
 LS0343
 LS0343  HISTORY     - Date     Condition        Report By
 LS0343  HISTORY     - 1934     MONUMENTED       CGS
 LS0343  HISTORY     - 1975     MARK NOT FOUND   NGS
 LS0343
 LS0343                          STATION DESCRIPTION
 LS0343
 LS0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0343'3.5 MI W FROM SULPHUR.
 LS0343'IN PERSHING COUNTY, 3.5 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD
 LS0343'FROM THE STATION AT SULPHUR, HUMBOLDT COUNTY, 57 FEET NORTHWEST OF THE
 LS0343'EAST END OF THE SIDING AT RONDA, 15 FEET NORTHWEST OF THE EIGHTH POLE
 LS0343'EAST OF MILEPOST 471, AND 45 FEET NORTH OF THE MAIN TRACK.  A STANDARD
 LS0343'DISK, STAMPED H 72 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LS0343
 LS0343                          STATION RECOVERY (1975)
 LS0343
 LS0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LS0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0360 ***********************************************************************
 LS0360  DESIGNATION -  H 73
 LS0360  PID         -  LS0360
 LS0360  STATE/COUNTY-  NV/PERSHING
 LS0360  USGS QUAD   -  SAWTOOTH KNOB (1981)
 LS0360
 LS0360                         *CURRENT SURVEY CONTROL
 LS0360  ___________________________________________________________________
 LS0360* NAD 83(1986)-  40 45 14.     (N)    118 36 05.     (W)     SCALED    
 LS0360* NAVD 88     -      1563.547  (meters)    5129.74   (feet)  ADJUSTED  
 LS0360  ___________________________________________________________________
 LS0360  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 LS0360  DYNAMIC HT  -        1562.322 (meters)    5125.72  (feet)  COMP
 LS0360  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 LS0360
 LS0360  VERT ORDER  -  SECOND    CLASS 0
 LS0360
 LS0360.The horizontal coordinates were scaled from a topographic map and have
 LS0360.an estimated accuracy of +/- 6 seconds.
 LS0360
 LS0360.The orthometric height was determined by differential leveling
 LS0360.and adjusted by the National Geodetic Survey in June 1991..
 LS0360
 LS0360.The geoid height was determined by GEOID03.
 LS0360
 LS0360.The dynamic height is computed by dividing the NAVD 88
 LS0360.geopotential number by the normal gravity value computed on the
 LS0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0360.degrees latitude (g = 980.6199 gals.).
 LS0360
 LS0360.The modeled gravity was interpolated from observed gravity values.
 LS0360
 LS0360;                    North         East    Units  Estimated Accuracy
 LS0360;SPC NV W     - 4,666,320.      798,480.      MT  (+/- 180 meters Scaled)
 LS0360
 LS0360                          SUPERSEDED SURVEY CONTROL
 LS0360
 LS0360  NGVD 29 (??/??/92) 1562.510  (m)         5126.33   (f) ADJ UNCH    2 0
 LS0360
 LS0360.Superseded values are not recommended for survey control.
 LS0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0360.See file dsdata.txt to determine how the superseded data were derived.
 LS0360
 LS0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF648126(NAD 83)
 LS0360_MARKER: DB = BENCH MARK DISK
 LS0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0360_STAMPING: H 73 1934
 LS0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0360+STABILITY: SURFACE MOTION
 LS0360
 LS0360  HISTORY     - Date     Condition        Report By
 LS0360  HISTORY     - 1934     MONUMENTED       CGS
 LS0360
 LS0360                          STATION DESCRIPTION
 LS0360
 LS0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0360'13.0 MI SE FROM SULPHUR.
 LS0360'IN PERSHING COUNTY, 13.0 MILES SOUTHEAST ALONG THE LOVELOCK ROAD FROM
 LS0360'THE WESTERN PACIFIC RAILROAD STATION AT SULPHUR, HUMBOLDT COUNTY, AND
 LS0360'42 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 LS0360'H 73 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0143 ***********************************************************************
 LS0143  DESIGNATION -  H 74
 LS0143  PID         -  LS0143
 LS0143  STATE/COUNTY-  NV/PERSHING
 LS0143  USGS QUAD   -  LOVELOCK (1987)
 LS0143
 LS0143                         *CURRENT SURVEY CONTROL
 LS0143  ___________________________________________________________________
 LS0143* NAD 83(1986)-  40 10 42.     (N)    118 28 19.     (W)     SCALED    
 LS0143* NAVD 88     -      1212.981  (meters)    3979.59   (feet)  ADJUSTED  
 LS0143  ___________________________________________________________________
 LS0143  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 LS0143  DYNAMIC HT  -        1212.008 (meters)    3976.40  (feet)  COMP
 LS0143  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 LS0143
 LS0143  VERT ORDER  -  SECOND    CLASS 0
 LS0143
 LS0143.The horizontal coordinates were scaled from a topographic map and have
 LS0143.an estimated accuracy of +/- 6 seconds.
 LS0143
 LS0143.The orthometric height was determined by differential leveling
 LS0143.and adjusted by the National Geodetic Survey in June 1991..
 LS0143
 LS0143.The geoid height was determined by GEOID03.
 LS0143
 LS0143.The dynamic height is computed by dividing the NAVD 88
 LS0143.geopotential number by the normal gravity value computed on the
 LS0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0143.degrees latitude (g = 980.6199 gals.).
 LS0143
 LS0143.The modeled gravity was interpolated from observed gravity values.
 LS0143
 LS0143;                    North         East    Units  Estimated Accuracy
 LS0143;SPC NV W     - 4,602,420.      809,490.      MT  (+/- 180 meters Scaled)
 LS0143
 LS0143                          SUPERSEDED SURVEY CONTROL
 LS0143
 LS0143  NGVD 29 (??/??/92) 1212.037  (m)         3976.49   (f) ADJ UNCH    2 0
 LS0143
 LS0143.Superseded values are not recommended for survey control.
 LS0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0143.See file dsdata.txt to determine how the superseded data were derived.
 LS0143
 LS0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE746485(NAD 83)
 LS0143_MARKER: DB = BENCH MARK DISK
 LS0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0143_STAMPING: H 74 1934
 LS0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0143+STABILITY: SURFACE MOTION
 LS0143
 LS0143  HISTORY     - Date     Condition        Report By
 LS0143  HISTORY     - 1934     MONUMENTED       CGS
 LS0143  HISTORY     - 1951     GOOD             NGS
 LS0143  HISTORY     - 1957     GOOD             NGS
 LS0143  HISTORY     - 1983     MARK NOT FOUND   USGS
 LS0143  HISTORY     - 1986     MARK NOT FOUND   NGS
 LS0143
 LS0143                          STATION DESCRIPTION
 LS0143
 LS0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0143'IN LOVELOCK.
 LS0143'106.8 FEET NORTHEAST AND ACROSS THE TRACKS FROM THE NORTHEAST CORNER
 LS0143'OF THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT LOVELOCK, 51.0
 LS0143'FEET WEST OF THE CENTER LINE OF EAST BROADWAY STREET, 21.6 FEET EAST
 LS0143'OF THE EAST RAIL OF THE NORTHEAST-BOUND TRACK, 11.5 FEET NORTHEAST OF
 LS0143'A TELEPHONE POLE WITH A GUY WIRE, 1.8 FEET SOUTH OF A WITNESS POST,
 LS0143'ABOUT LEVEL WITH THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 LS0143'PROJECTING 0.4 FEET ABOVE THE GROUND AND ENCASED IN TIN.
 LS0143
 LS0143                          STATION RECOVERY (1957)
 LS0143
 LS0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0143'RECOVERED IN GOOD CONDITION.
 LS0143
 LS0143                          STATION RECOVERY (1983)
 LS0143
 LS0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LS0143'MARK NOT FOUND.
 LS0143
 LS0143                          STATION RECOVERY (1986)
 LS0143
 LS0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0143'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0206 ***********************************************************************
 MU0206  DESIGNATION -  H 75
 MU0206  PID         -  MU0206
 MU0206  STATE/COUNTY-  NV/HUMBOLDT
 MU0206  USGS QUAD   -  RED HOUSE FLAT EAST (1980)
 MU0206
 MU0206                         *CURRENT SURVEY CONTROL
 MU0206  ___________________________________________________________________
 MU0206* NAD 83(1986)-  41 05 45.     (N)    117 12 16.     (W)     SCALED    
 MU0206* NAVD 88     -      1367.465  (meters)    4486.42   (feet)  POSTED    
 MU0206  ___________________________________________________________________
 MU0206  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 MU0206  DYNAMIC HT  -        1366.440 (meters)    4483.06  (feet)  COMP
 MU0206  MODELED GRAV-     979,828.1   (mgal)                       NAVD 88
 MU0206
 MU0206  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MU0206
 MU0206.The horizontal coordinates were scaled from a topographic map and have
 MU0206.an estimated accuracy of +/- 6 seconds.
 MU0206
 MU0206.The orthometric height was determined by differential leveling
 MU0206.and adjusted by the National Geodetic Survey in 1992..
 MU0206.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MU0206.rate of 3.1 thru 4.0 mm/km.
 MU0206
 MU0206.The geoid height was determined by GEOID03.
 MU0206
 MU0206.The dynamic height is computed by dividing the NAVD 88
 MU0206.geopotential number by the normal gravity value computed on the
 MU0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0206.degrees latitude (g = 980.6199 gals.).
 MU0206
 MU0206.The modeled gravity was interpolated from observed gravity values.
 MU0206
 MU0206;                    North         East    Units  Estimated Accuracy
 MU0206;SPC NV W     - 4,705,200.      915,840.      MT  (+/- 180 meters Scaled)
 MU0206
 MU0206                          SUPERSEDED SURVEY CONTROL
 MU0206
 MU0206  NGVD 29 (??/??/92) 1366.465  (m)         4483.14   (f) ADJ UNCH    2 0
 MU0206
 MU0206.Superseded values are not recommended for survey control.
 MU0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0206.See file dsdata.txt to determine how the superseded data were derived.
 MU0206
 MU0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF828494(NAD 83)
 MU0206_MARKER: DB = BENCH MARK DISK
 MU0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0206_STAMPING: H 75 1934
 MU0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0206+STABILITY: SURFACE MOTION
 MU0206
 MU0206  HISTORY     - Date     Condition        Report By
 MU0206  HISTORY     - 1934     MONUMENTED       CGS
 MU0206  HISTORY     - 1975     GOOD             USGS
 MU0206
 MU0206                          STATION DESCRIPTION
 MU0206
 MU0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0206'19.3 MI NE FROM GOLCONDA.
 MU0206'19.3 MILES NORTHEAST OF S.P. RR. STATION AT GOLCONDA 48 FEET SOUTHEAST
 MU0206'OF CENTERLINE OF ROAD FROM GOLCONDA TO MIDAS.
 MU0206
 MU0206                          STATION RECOVERY (1975)
 MU0206
 MU0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MU0206'13.7 MI. NE OF, ALONG STATE HWY 18. 49 FT. SE OF AND 0.1 FT. ABOVE
 MU0206'THE CENTERLINE OF HWY 18. IN CONCRETE POST PROJECTING 0.45 FT.
 MU0206'STANDARD DISK STAMPED H 75 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0094 ***********************************************************************
 MU0094  DESIGNATION -  H 76
 MU0094  PID         -  MU0094
 MU0094  STATE/COUNTY-  NV/ELKO
 MU0094  USGS QUAD   -  CHINA CAMP (1970)
 MU0094
 MU0094                         *CURRENT SURVEY CONTROL
 MU0094  ___________________________________________________________________
 MU0094* NAD 83(1986)-  41 12 30.     (N)    116 26 30.     (W)     SCALED    
 MU0094* NAVD 88     -      1707.034  (meters)    5600.49   (feet)  POSTED    
 MU0094  ___________________________________________________________________
 MU0094  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 MU0094  DYNAMIC HT  -        1705.620 (meters)    5595.85  (feet)  COMP
 MU0094  MODELED GRAV-     979,735.6   (mgal)                       NAVD 88
 MU0094
 MU0094  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0094
 MU0094.The horizontal coordinates were scaled from a topographic map and have
 MU0094.an estimated accuracy of +/- 6 seconds.
 MU0094
 MU0094.The orthometric height was determined by differential leveling
 MU0094.and adjusted by the National Geodetic Survey in 1992..
 MU0094.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0094.rate of 1.1 thru 2.0 mm/km.
 MU0094
 MU0094.The geoid height was determined by GEOID03.
 MU0094
 MU0094.The dynamic height is computed by dividing the NAVD 88
 MU0094.geopotential number by the normal gravity value computed on the
 MU0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0094.degrees latitude (g = 980.6199 gals.).
 MU0094
 MU0094.The modeled gravity was interpolated from observed gravity values.
 MU0094
 MU0094;                    North         East    Units  Estimated Accuracy
 MU0094;SPC NV E     - 8,717,140.      128,020.      MT  (+/- 180 meters Scaled)
 MU0094
 MU0094                          SUPERSEDED SURVEY CONTROL
 MU0094
 MU0094  NGVD 29 (??/??/92) 1705.886  (m)         5596.73   (f) ADJ UNCH    2 0
 MU0094
 MU0094.Superseded values are not recommended for survey control.
 MU0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0094.See file dsdata.txt to determine how the superseded data were derived.
 MU0094
 MU0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF468620(NAD 83)
 MU0094_MARKER: DB = BENCH MARK DISK
 MU0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0094_STAMPING: H-76 1934
 MU0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0094+STABILITY: SURFACE MOTION
 MU0094
 MU0094  HISTORY     - Date     Condition        Report By
 MU0094  HISTORY     - 1934     MONUMENTED       CGS
 MU0094  HISTORY     - 1969     MARK NOT FOUND   USGS
 MU0094  HISTORY     - 19891115 MARK NOT FOUND   USPSQD
 MU0094
 MU0094                          STATION DESCRIPTION
 MU0094
 MU0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0094'18.4 MI SW FROM TUSCARORA.
 MU0094'18.4 MILES SOUTHWEST OF TUSCARORA MAIN STREET 36 FEET NORTH OF CENTER
 MU0094'LINE OF ROAD FROM MIDAS TO TUSCARORA.
 MU0094
 MU0094                          STATION RECOVERY (1969)
 MU0094
 MU0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MU0094'MARK NOT FOUND.
 MU0094
 MU0094                          STATION RECOVERY (1989)
 MU0094
 MU0094'RECOVERY NOTE BY US POWER SQUADRON 1989 (DAR)
 MU0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0138 ***********************************************************************
 LR0138  DESIGNATION -  H 77 RESET
 LR0138  PID         -  LR0138
 LR0138  STATE/COUNTY-  NV/EUREKA
 LR0138  USGS QUAD   -  COFFIN MTN (1985)
 LR0138
 LR0138                         *CURRENT SURVEY CONTROL
 LR0138  ___________________________________________________________________
 LR0138* NAD 83(1986)-  40 19 29.     (N)    116 06 32.     (W)     SCALED    
 LR0138* NAVD 88     -      1634.97   (meters)    5364.1    (feet)  RESET     
 LR0138  ___________________________________________________________________
 LR0138  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 LR0138
 LR0138  VERT ORDER  -  THIRD
 LR0138
 LR0138.The horizontal coordinates were scaled from a topographic map and have
 LR0138.an estimated accuracy of +/- 6 seconds.
 LR0138
 LR0138.The orthometric height was computed from unverified reset data.
 LR0138
 LR0138.The geoid height was determined by GEOID03.
 LR0138
 LR0138;                    North         East    Units  Estimated Accuracy
 LR0138;SPC NV E     - 8,618,800.      155,340.      MT  (+/- 180 meters Scaled)
 LR0138
 LR0138                          SUPERSEDED SURVEY CONTROL
 LR0138
 LR0138.No superseded survey control is available for this station.
 LR0138
 LR0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE757641(NAD 83)
 LR0138_MARKER: DD = SURVEY DISK
 LR0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0138_STAMPING: H 77 RESET 1953
 LR0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0138+STABILITY: SURFACE MOTION
 LR0138
 LR0138  HISTORY     - Date     Condition        Report By
 LR0138  HISTORY     - 1953     MONUMENTED       NVDH
 LR0138  HISTORY     - 1983     MARK NOT FOUND   USGS
 LR0138
 LR0138                          STATION DESCRIPTION
 LR0138
 LR0138'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1953
 LR0138'22.4 MI S FROM PALISADE.
 LR0138'22.4 MILES SOUTH ALONG THE ROAD LEADING TO EUREKA FROM PALISADE,
 LR0138'EUREKA COUNTY, AT A SLIGHT CURVE OVER A RIDGE, 350 FEET NORTH OF A
 LR0138'24-INCH CORRUGATED METAL PIPE CULVERT, AND 59 FEET EAST OF THE
 LR0138'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED H 77 RESET 1953 AND
 LR0138'SET IN THE TOP OF A CONCRETE POST.
 LR0138
 LR0138                          STATION RECOVERY (1983)
 LR0138
 LR0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0041 ***********************************************************************
 KQ0041  DESIGNATION -  H 78
 KQ0041  PID         -  KQ0041
 KQ0041  STATE/COUNTY-  NV/EUREKA
 KQ0041  USGS QUAD   -  COOPER PEAK (1986)
 KQ0041
 KQ0041                         *CURRENT SURVEY CONTROL
 KQ0041  ___________________________________________________________________
 KQ0041* NAD 83(1986)-  39 57 13.     (N)    116 20 26.     (W)     SCALED    
 KQ0041* NAVD 88     -      1863.193  (meters)    6112.83   (feet)  ADJUSTED  
 KQ0041  ___________________________________________________________________
 KQ0041  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 KQ0041  DYNAMIC HT  -        1861.395 (meters)    6106.93  (feet)  COMP
 KQ0041  MODELED GRAV-     979,594.8   (mgal)                       NAVD 88
 KQ0041
 KQ0041  VERT ORDER  -  SECOND    CLASS 0
 KQ0041
 KQ0041.The horizontal coordinates were scaled from a topographic map and have
 KQ0041.an estimated accuracy of +/- 6 seconds.
 KQ0041
 KQ0041.The orthometric height was determined by differential leveling
 KQ0041.and adjusted by the National Geodetic Survey in June 1991..
 KQ0041
 KQ0041.The geoid height was determined by GEOID03.
 KQ0041
 KQ0041.The dynamic height is computed by dividing the NAVD 88
 KQ0041.geopotential number by the normal gravity value computed on the
 KQ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0041.degrees latitude (g = 980.6199 gals.).
 KQ0041
 KQ0041.The modeled gravity was interpolated from observed gravity values.
 KQ0041
 KQ0041;                    North         East    Units  Estimated Accuracy
 KQ0041;SPC NV E     - 8,577,740.      135,300.      MT  (+/- 180 meters Scaled)
 KQ0041
 KQ0041                          SUPERSEDED SURVEY CONTROL
 KQ0041
 KQ0041  NGVD 29 (??/??/92) 1861.954  (m)         6108.76   (f) ADJ UNCH    2 0
 KQ0041
 KQ0041.Superseded values are not recommended for survey control.
 KQ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0041.See file dsdata.txt to determine how the superseded data were derived.
 KQ0041
 KQ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE563228(NAD 83)
 KQ0041_MARKER: DB = BENCH MARK DISK
 KQ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0041_STAMPING: H 78 1934
 KQ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0041+STABILITY: SURFACE MOTION
 KQ0041
 KQ0041  HISTORY     - Date     Condition        Report By
 KQ0041  HISTORY     - 1934     MONUMENTED       CGS
 KQ0041  HISTORY     - 19830901 MARK NOT FOUND   USGS
 KQ0041  HISTORY     - 19830901 MARK NOT FOUND   USPSQD
 KQ0041
 KQ0041                          STATION DESCRIPTION
 KQ0041
 KQ0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KQ0041'4.0 MI NE FROM TONKIN.
 KQ0041'ABOUT 4.0 MILES NORTHEAST ALONG THE ROAD TO ALPHA FROM TONKIN, EUREKA
 KQ0041'COUNTY, ABOUT 1.7 MILES WEST OF THE WILLOW CREEK RANCH, AND 36 FEET
 KQ0041'NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED H 78
 KQ0041'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KQ0041
 KQ0041                          STATION RECOVERY (1983)
 KQ0041
 KQ0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (LAB)
 KQ0041'MARK NOT FOUND.
 KQ0041
 KQ0041                          STATION RECOVERY (1983)
 KQ0041
 KQ0041'RECOVERY NOTE BY US POWER SQUADRON 1983 (LAB)
 KQ0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0128 ***********************************************************************
 KQ0128  DESIGNATION -  H 79
 KQ0128  PID         -  KQ0128
 KQ0128  STATE/COUNTY-  NV/LANDER
 KQ0128  USGS QUAD   -  GRASS VALLEY RANCH (1986)
 KQ0128
 KQ0128                         *CURRENT SURVEY CONTROL
 KQ0128  ___________________________________________________________________
 KQ0128* NAD 83(1986)-  39 38 04.     (N)    116 52 22.     (W)     SCALED    
 KQ0128* NAVD 88     -      1971.934  (meters)    6469.59   (feet)  ADJUSTED  
 KQ0128  ___________________________________________________________________
 KQ0128  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 KQ0128  DYNAMIC HT  -        1969.918 (meters)    6462.97  (feet)  COMP
 KQ0128  MODELED GRAV-     979,534.1   (mgal)                       NAVD 88
 KQ0128
 KQ0128  VERT ORDER  -  SECOND    CLASS 0
 KQ0128
 KQ0128.The horizontal coordinates were scaled from a topographic map and have
 KQ0128.an estimated accuracy of +/- 6 seconds.
 KQ0128
 KQ0128.The orthometric height was determined by differential leveling
 KQ0128.and adjusted by the National Geodetic Survey in June 1991..
 KQ0128
 KQ0128.The geoid height was determined by GEOID03.
 KQ0128
 KQ0128.The dynamic height is computed by dividing the NAVD 88
 KQ0128.geopotential number by the normal gravity value computed on the
 KQ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0128.degrees latitude (g = 980.6199 gals.).
 KQ0128
 KQ0128.The modeled gravity was interpolated from observed gravity values.
 KQ0128
 KQ0128;                    North         East    Units  Estimated Accuracy
 KQ0128;SPC NV C     - 6,542,050.      482,310.      MT  (+/- 180 meters Scaled)
 KQ0128
 KQ0128                          SUPERSEDED SURVEY CONTROL
 KQ0128
 KQ0128  NGVD 29 (??/??/92) 1970.627  (m)         6465.30   (f) ADJ UNCH    2 0
 KQ0128
 KQ0128.Superseded values are not recommended for survey control.
 KQ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0128.See file dsdata.txt to determine how the superseded data were derived.
 KQ0128
 KQ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND109871(NAD 83)
 KQ0128_MARKER: DB = BENCH MARK DISK
 KQ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0128_STAMPING: H 79 1934
 KQ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0128+STABILITY: SURFACE MOTION
 KQ0128
 KQ0128  HISTORY     - Date     Condition        Report By
 KQ0128  HISTORY     - 1934     MONUMENTED       CGS
 KQ0128  HISTORY     - 1955     GOOD             USGS
 KQ0128
 KQ0128                          STATION DESCRIPTION
 KQ0128
 KQ0128'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0128'20.0 MI NE FROM AUSTIN.
 KQ0128'LANDER COUNTY COURTHOUSE, IN AUSTIN, ABOUT 5.4 MILES E OF ALONG U.S.
 KQ0128'HIGHWAY 50, THENCE ABOUT 14.6 MILES N ALONG STATE HIGHWAY 21, AND 75
 KQ0128'FEET SE OF THE CENTER OF THE ROAD.  A STANDARD DISK, STAMPED H 79 1934
 KQ0128'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0612 ***********************************************************************
 MT0612  DESIGNATION -  H 8
 MT0612  PID         -  MT0612
 MT0612  STATE/COUNTY-  NV/ELKO
 MT0612  USGS QUAD   -  BIG TABLE (1986)
 MT0612
 MT0612                         *CURRENT SURVEY CONTROL
 MT0612  ___________________________________________________________________
 MT0612* NAD 83(1986)-  41 54 43.     (N)    115 40 28.     (W)     SCALED    
 MT0612* NAVD 88     -      1544.063  (meters)    5065.81   (feet)  ADJUSTED  
 MT0612  ___________________________________________________________________
 MT0612  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 MT0612  DYNAMIC HT  -        1542.956 (meters)    5062.18  (feet)  COMP
 MT0612  MODELED GRAV-     979,851.4   (mgal)                       NAVD 88
 MT0612
 MT0612  VERT ORDER  -  SECOND    CLASS 0
 MT0612
 MT0612.The horizontal coordinates were scaled from a topographic map and have
 MT0612.an estimated accuracy of +/- 6 seconds.
 MT0612
 MT0612.The orthometric height was determined by differential leveling
 MT0612.and adjusted by the National Geodetic Survey in June 1991..
 MT0612
 MT0612.The geoid height was determined by GEOID03.
 MT0612
 MT0612.The dynamic height is computed by dividing the NAVD 88
 MT0612.geopotential number by the normal gravity value computed on the
 MT0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0612.degrees latitude (g = 980.6199 gals.).
 MT0612
 MT0612.The modeled gravity was interpolated from observed gravity values.
 MT0612
 MT0612;                    North         East    Units  Estimated Accuracy
 MT0612;SPC NV E     - 8,794,920.      192,440.      MT  (+/- 180 meters Scaled)
 MT0612
 MT0612                          SUPERSEDED SURVEY CONTROL
 MT0612
 MT0612  NGVD 29 (??/??/92) 1542.915  (m)         5062.05   (f) ADJ UNCH    2 0
 MT0612
 MT0612.Superseded values are not recommended for survey control.
 MT0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0612.See file dsdata.txt to determine how the superseded data were derived.
 MT0612
 MT0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG099408(NAD 83)
 MT0612_MARKER: DD = SURVEY DISK
 MT0612_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MT0612_STAMPING: H 8 1935
 MT0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0612
 MT0612  HISTORY     - Date     Condition        Report By
 MT0612  HISTORY     - 1935     MONUMENTED       USGS
 MT0612  HISTORY     - 1951     GOOD             NGS
 MT0612
 MT0612                          STATION DESCRIPTION
 MT0612
 MT0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0612'32.0 MI W FROM JARBIDGE.
 MT0612'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0612'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0612'THENCE 21.8 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0612'CREEK RANGER STATION, 29.6 MILES NORTHEAST OF MOUNTAIN CITY, AT A
 MT0612'RANCH AND THE BRUNEAU RIVER, AT A T JUNCTION OF THE MAIN ROAD AND A
 MT0612'SIDE ROAD, SET IN THE TOP OF A ROCK, 292.0 FEET NORTH OF THE CENTER OF
 MT0612'THE BRIDGE OVER THE BRUNEAU RIVER, 90.0 FEET SOUTH OF THE SOUTHWEST
 MT0612'CORNER OF THE RANCH HOUSE, 52.0 FEET SOUTH OF THE CENTER OF THE T
 MT0612'JUNCTION, 8.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.8 FEET WEST
 MT0612'OF A WITNESS POST, ABOUT 1/2-FOOT HIGHER THAN THE ROAD, AND MARKED
 MT0612'WITH WHITE PAINTED CIRCLE AROUND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0287 ***********************************************************************
 MU0287  DESIGNATION -  H 80 RESET
 MU0287  PID         -  MU0287
 MU0287  STATE/COUNTY-  NV/HUMBOLDT
 MU0287  USGS QUAD   -  WILLOW CREEK RANCH (1991)
 MU0287
 MU0287                         *CURRENT SURVEY CONTROL
 MU0287  ___________________________________________________________________
 MU0287* NAD 83(1986)-  41 37 38.     (N)    117 46 51.     (W)     SCALED    
 MU0287* NAVD 88     -      1370.38   (meters)    4496.0    (feet)  RESET     
 MU0287  ___________________________________________________________________
 MU0287  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 MU0287
 MU0287  VERT ORDER  -  THIRD
 MU0287
 MU0287.The horizontal coordinates were scaled from a topographic map and have
 MU0287.an estimated accuracy of +/- 6 seconds.
 MU0287
 MU0287.The orthometric height was computed from unverified reset data.
 MU0287
 MU0287.The geoid height was determined by GEOID03.
 MU0287
 MU0287;                    North         East    Units  Estimated Accuracy
 MU0287;SPC NV W     - 4,763,610.      866,870.      MT  (+/- 180 meters Scaled)
 MU0287
 MU0287                          SUPERSEDED SURVEY CONTROL
 MU0287
 MU0287.No superseded survey control is available for this station.
 MU0287
 MU0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG349086(NAD 83)
 MU0287_MARKER: DD = SURVEY DISK
 MU0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MU0287_SP_SET: CULVERT
 MU0287_STAMPING: H 80 RESET 1959
 MU0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0287
 MU0287  HISTORY     - Date     Condition        Report By
 MU0287  HISTORY     - 1959     MONUMENTED       NVDH
 MU0287  HISTORY     - 1961     GOOD             NGS
 MU0287
 MU0287                          STATION DESCRIPTION
 MU0287
 MU0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MU0287'3.9 MI N FROM OROVADA.
 MU0287'THIS MARK IS LOCATED 3.9 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE
 MU0287'POST OFFICE AT OROVADA, AND IS 60 FEET WEST OF HIGHWAY CENTERLINE AT
 MU0287'STA. C 207+45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0185 ***********************************************************************
 LR0185  DESIGNATION -  H 82 RESET
 LR0185  PID         -  LR0185
 LR0185  STATE/COUNTY-  NV/EUREKA
 LR0185  USGS QUAD   -  CRESCENT VALLEY (1985)
 LR0185
 LR0185                         *CURRENT SURVEY CONTROL
 LR0185  ___________________________________________________________________
 LR0185* NAD 83(1986)-  40 27 59.     (N)    116 33 12.     (W)     SCALED    
 LR0185* NAVD 88     -      1450.30   (meters)    4758.2    (feet)  RESET     
 LR0185  ___________________________________________________________________
 LR0185  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 LR0185
 LR0185  VERT ORDER  -  THIRD
 LR0185
 LR0185.The horizontal coordinates were scaled from a topographic map and have
 LR0185.an estimated accuracy of +/- 6 seconds.
 LR0185
 LR0185.The orthometric height was computed from unverified reset data.
 LR0185
 LR0185.The geoid height was determined by GEOID03.
 LR0185
 LR0185;                    North         East    Units  Estimated Accuracy
 LR0185;SPC NV E     - 8,634,850.      117,740.      MT  (+/- 180 meters Scaled)
 LR0185
 LR0185                          SUPERSEDED SURVEY CONTROL
 LR0185
 LR0185.No superseded survey control is available for this station.
 LR0185
 LR0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE378796(NAD 83)
 LR0185_MARKER: DD = SURVEY DISK
 LR0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0185_STAMPING: H 82 RESET 1956
 LR0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0185+STABILITY: SURFACE MOTION
 LR0185
 LR0185  HISTORY     - Date     Condition        Report By
 LR0185  HISTORY     - 1956     MONUMENTED       NVDH
 LR0185
 LR0185                          STATION DESCRIPTION
 LR0185
 LR0185'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1956
 LR0185'8.68 MI SW FROM BEOWAWE.
 LR0185'8.68 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE SOUTHERN PACIFIC
 LR0185'RAILROAD CO. DEPOT IN BEOWAWE, 100 FEET EAST OF THE CENTER LINE OF THE
 LR0185'HIGHWAY STA. C 330+50, AND SET IN THE TOP OF A CONCRETE POST AT GROUND
 LR0185'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0118 ***********************************************************************
 LR0118  DESIGNATION -  H 87
 LR0118  PID         -  LR0118
 LR0118  STATE/COUNTY-  NV/EUREKA
 LR0118  USGS QUAD   -  BOBS FLAT (1986)
 LR0118
 LR0118                         *CURRENT SURVEY CONTROL
 LR0118  ___________________________________________________________________
 LR0118* NAD 83(1994)-  40 40 56.54431(N)    116 28 42.35588(W)     ADJUSTED  
 LR0118* NAVD 88     -      1454.626  (meters)    4772.39   (feet)  ADJUSTED  
 LR0118  ___________________________________________________________________
 LR0118  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 LR0118  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 LR0118  DYNAMIC HT  -        1453.469 (meters)    4768.59  (feet)  COMP
 LR0118  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 LR0118
 LR0118  HORZ ORDER  -  SECOND
 LR0118  VERT ORDER  -  FIRST     CLASS II
 LR0118
 LR0118.The horizontal coordinates were established by classical geodetic methods
 LR0118.and adjusted by the National Geodetic Survey in June 1998..
 LR0118
 LR0118.The orthometric height was determined by differential leveling
 LR0118.and adjusted by the National Geodetic Survey in June 1991..
 LR0118
 LR0118.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0118
 LR0118.The geoid height was determined by GEOID03.
 LR0118
 LR0118.The dynamic height is computed by dividing the NAVD 88
 LR0118.geopotential number by the normal gravity value computed on the
 LR0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0118.degrees latitude (g = 980.6199 gals.).
 LR0118
 LR0118.The modeled gravity was interpolated from observed gravity values.
 LR0118
 LR0118;                    North         East     Units Scale Factor Converg.
 LR0118;SPC NV E     - 8,658,761.699   124,337.427   MT  0.99997044   -0 35 00.6
 LR0118;SPC NV E     -28,407,954.01    407,930.38   sFT  0.99997044   -0 35 00.6
 LR0118;SPC NV C     - 6,658,393.457   515,911.338   MT  0.99990312   +0 07 21.7
 LR0118;SPC NV C     -21,845,079.20  1,692,619.11   sFT  0.99990312   +0 07 21.7
 LR0118;UTM  11      - 4,503,629.243   544,074.641   MT  0.99962391   +0 20 24.0
 LR0118
 LR0118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0118!SPC NV E     -   0.99977495  x   0.99997044  =   0.99974540
 LR0118!SPC NV C     -   0.99977495  x   0.99990312  =   0.99967810
 LR0118!UTM  11      -   0.99977495  x   0.99962391  =   0.99939895
 LR0118
 LR0118|---------------------------------------------------------------------|
 LR0118| PID    Reference Object                     Distance      Geod. Az  |
 LR0118|                                                           dddmmss.s |
 LR0118| LR0119 H 87 RM 1                            13.132 METERS 07048     |
 LR0118| DD5390 H 87 RM 2                            30.135 METERS 30857     |
 LR0118|---------------------------------------------------------------------|
 LR0118
 LR0118                          SUPERSEDED SURVEY CONTROL
 LR0118
 LR0118  NAD 83(1986)-  40 40 56.54725(N)    116 28 42.34942(W) AD(       ) 2
 LR0118  NAD 27      -  40 40 56.86330(N)    116 28 39.04130(W) AD(       ) 2
 LR0118  NGVD 29 (??/??/92) 1453.554  (m)         4768.87   (f) ADJ UNCH    1 2
 LR0118
 LR0118.Superseded values are not recommended for survey control.
 LR0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0118.See file dsdata.txt to determine how the superseded data were derived.
 LR0118
 LR0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF4407503629(NAD 83)
 LR0118_MARKER: DB = BENCH MARK DISK
 LR0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0118_STAMPING: H 87 1958
 LR0118_MARK LOGO: CGS   
 LR0118_PROJECTION: FLUSH
 LR0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0118+STABILITY: SURFACE MOTION
 LR0118
 LR0118  HISTORY     - Date     Condition        Report By
 LR0118  HISTORY     - 1958     MONUMENTED       CGS
 LR0118  HISTORY     - 1958     GOOD             CGS
 LR0118  HISTORY     - 1984     GOOD             NGS
 LR0118  HISTORY     - 1993     MARK NOT FOUND   USGS
 LR0118
 LR0118                          STATION DESCRIPTION
 LR0118
 LR0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 LR0118'THE STATION IS 2.9 MILES SOUTH-SOUTHEAST ALONG U.S. HIGHWAY
 LR0118'40 FROM DUNPHY, 160 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LR0118'HIGHWAY, 7 FEET NORTHEAST OF THE SOUTHWEST RIGHT OF WAY FENCE,
 LR0118'AND 6 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 LR0118'
 LR0118'THE STATION IS A STANDARD BENCH MARK SET IN A CYLINDRICAL
 LR0118'CONCRETE POST, PROJECTS 6 INCHES, STAMPED H-87 1958.
 LR0118'
 LR0118'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CYLINDRICAL
 LR0118'CONCRETE POST, PROJECTS 6 INCHES, STAMPED H-87 1958.
 LR0118'
 LR0118'REFERENCE MARK NO. 2 IS A CONCRETE RIGHT OF WAY POST, 6 INCHES
 LR0118'SQUARE WITH METAL PIN IN ITS CENTER, 1 FOOT OUTSIDE OF THE
 LR0118'RIGHT OF WAY FENCE, AND PROJECTS 10 INCHES.  A 2-WHEEL DRIVE
 LR0118'STATION.
 LR0118
 LR0118                          STATION RECOVERY (1958)
 LR0118
 LR0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0118'3.1 MI SE FROM DUNPHY.
 LR0118'3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE SOUTHERN PACIFIC
 LR0118'RAILROAD OVERPASS AT DUNPHY, 172.0 FEET SOUTHWEST OF THE CENTERLINE OF
 LR0118'THE HIGHWAY, 7.2 FEET NORTHEAST OF FENCE LINE, 4.8 FEET NORTHWEST OF A
 LR0118'WITNESS POST, SET IN A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND
 LR0118'SURFACE, AND ABOUT 15 FEET HIGHER THAN THE HIGHWAY.
 LR0118
 LR0118                          STATION RECOVERY (1984)
 LR0118
 LR0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0118'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  34.05 KM
 LR0118'(21.45 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF STATE
 LR0118'HIGHWAY 278 AT CARLIN, ALSO 44.8 KM (28.0 MI) EAST OF BATTLE MOUNTAIN,
 LR0118'0.45 KM (0.3 MI) NORTHWEST OF MILEPOST 259, 0.15 KM (0.1 MI) NORTHEAST
 LR0118'ACROSS INTERSTATE 80 FROM THE EAST BOUND REST STOP BUILDING,
 LR0118'29.5 METERS (97 FT) NORTHEAST OF THE WEST BOUND HIGHWAY CENTERLINE,
 LR0118'52.4 METERS (172 FT) SOUTHWEST OF THE CENTER OF OLD US HIGHWAY 40,
 LR0118'31.4 METERS (103 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE AND
 LR0118'13.1 METERS (43 FT) WEST OF RM 1.
 LR0118'THE MARK IS 2.1 M ABOVE INTERSTATE 80.
 LR0118
 LR0118                          STATION RECOVERY (1993)
 LR0118
 LR0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 LR0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0119 ***********************************************************************
 LR0119  DESIGNATION -  H 87 RM 1
 LR0119  PID         -  LR0119
 LR0119  STATE/COUNTY-  NV/EUREKA
 LR0119  USGS QUAD   -  BOBS FLAT (1986)
 LR0119
 LR0119                         *CURRENT SURVEY CONTROL
 LR0119  ___________________________________________________________________
 LR0119* NAD 83(1986)-  40 40 57.     (N)    116 28 42.     (W)     SCALED    
 LR0119* NAVD 88     -      1455.158  (meters)    4774.13   (feet)  ADJUSTED  
 LR0119  ___________________________________________________________________
 LR0119  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 LR0119  DYNAMIC HT  -        1454.001 (meters)    4770.33  (feet)  COMP
 LR0119  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 LR0119
 LR0119  VERT ORDER  -  SECOND    CLASS 0
 LR0119
 LR0119.The horizontal coordinates were scaled from a topographic map and have
 LR0119.an estimated accuracy of +/- 6 seconds.
 LR0119
 LR0119.The orthometric height was determined by differential leveling
 LR0119.and adjusted by the National Geodetic Survey in June 1991..
 LR0119
 LR0119.The geoid height was determined by GEOID03.
 LR0119
 LR0119.The dynamic height is computed by dividing the NAVD 88
 LR0119.geopotential number by the normal gravity value computed on the
 LR0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0119.degrees latitude (g = 980.6199 gals.).
 LR0119
 LR0119.The modeled gravity was interpolated from observed gravity values.
 LR0119
 LR0119;                    North         East    Units  Estimated Accuracy
 LR0119;SPC NV E     - 8,658,780.      124,350.      MT  (+/- 180 meters Scaled)
 LR0119
 LR0119                          SUPERSEDED SURVEY CONTROL
 LR0119
 LR0119  NGVD 29 (??/??/92) 1454.086  (m)         4770.61   (f) ADJ UNCH    2 0
 LR0119
 LR0119.Superseded values are not recommended for survey control.
 LR0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0119.See file dsdata.txt to determine how the superseded data were derived.
 LR0119
 LR0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF440036(NAD 83)
 LR0119_MARKER: DR = REFERENCE MARK DISK
 LR0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0119_STAMPING: H 87 NO 1 1958
 LR0119_MARK LOGO: CGS   
 LR0119_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0119+STABILITY: SURFACE MOTION
 LR0119
 LR0119  HISTORY     - Date     Condition        Report By
 LR0119  HISTORY     - 1958     MONUMENTED       CGS
 LR0119  HISTORY     - 1984     GOOD             NGS
 LR0119
 LR0119                          STATION DESCRIPTION
 LR0119
 LR0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0119'3.1 MI SE FROM DUNPHY.
 LR0119'3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE SOUTHERN PACIFIC
 LR0119'RAILROAD OVERPASS AT DUNPHY, 129.0 FEET SOUTHWEST OF THE CENTERLINE OF
 LR0119'THE HIGHWAY, 44.2 FEET NORTHEAST OF FENCE LINE, 43.12 FEET NORTHEAST
 LR0119'OF STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 7 INCHES
 LR0119'ABOVE GROUND SURFACE, AND ABOUT 15 FEET HIGHER THAN THE HIGHWAY.
 LR0119
 LR0119                          STATION RECOVERY (1984)
 LR0119
 LR0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0119'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0119'NEW DESCRIPTION FOLLOWS.  34.05 KM (21.45 MI) SOUTHWEST ALONG
 LR0119'INTERSTATE 80 FROM THE JUNCTION OF STATE HIGHWAY 278 AT CARLIN,
 LR0119'0.45 KM (0.3 MI) NORTHWEST OF MILEPOST 259, 0.15 KM (0.1 MI) NORTHEAST
 LR0119'ACROSS INTERSTATE 80 FROM THE EAST BOUND REST STOP BUILDING,
 LR0119'42.7 METERS (140 FT) NORTHEAST OF THE WEST BOUND HIGHWAY CENTERLINE,
 LR0119'39.3 METERS (129 FT) SOUTHWEST OF THE CENTER OF OLD US HIGHWAY 40,
 LR0119'18.3 METERS (60 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE AND
 LR0119'13.1 METERS (43 FT) EAST OF THE STATION.
 LR0119'THE MARK IS 12.5 METERS  E FROM A WITNESS POST.
 LR0119'THE MARK IS 2.1 M ABOVE THE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0618 ***********************************************************************
 MT0618  DESIGNATION -  H 9
 MT0618  PID         -  MT0618
 MT0618  STATE/COUNTY-  NV/ELKO
 MT0618  USGS QUAD   -  BIG TABLE (1986)
 MT0618
 MT0618                         *CURRENT SURVEY CONTROL
 MT0618  ___________________________________________________________________
 MT0618* NAD 83(1986)-  41 54 42.     (N)    115 38 32.     (W)     SCALED    
 MT0618* NAVD 88     -      1698.520  (meters)    5572.56   (feet)  ADJUSTED  
 MT0618  ___________________________________________________________________
 MT0618  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 MT0618  DYNAMIC HT  -        1697.251 (meters)    5568.40  (feet)  COMP
 MT0618  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 MT0618
 MT0618  VERT ORDER  -  SECOND    CLASS 0
 MT0618
 MT0618.The horizontal coordinates were scaled from a topographic map and have
 MT0618.an estimated accuracy of +/- 6 seconds.
 MT0618
 MT0618.The orthometric height was determined by differential leveling
 MT0618.and adjusted by the National Geodetic Survey in June 1991..
 MT0618
 MT0618.The geoid height was determined by GEOID03.
 MT0618
 MT0618.The dynamic height is computed by dividing the NAVD 88
 MT0618.geopotential number by the normal gravity value computed on the
 MT0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0618.degrees latitude (g = 980.6199 gals.).
 MT0618
 MT0618.The modeled gravity was interpolated from observed gravity values.
 MT0618
 MT0618;                    North         East    Units  Estimated Accuracy
 MT0618;SPC NV E     - 8,794,890.      195,120.      MT  (+/- 180 meters Scaled)
 MT0618
 MT0618                          SUPERSEDED SURVEY CONTROL
 MT0618
 MT0618  NGVD 29 (??/??/92) 1697.334  (m)         5568.67   (f) ADJ UNCH    2 0
 MT0618
 MT0618.Superseded values are not recommended for survey control.
 MT0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0618.See file dsdata.txt to determine how the superseded data were derived.
 MT0618
 MT0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG126408(NAD 83)
 MT0618_MARKER: DD = SURVEY DISK
 MT0618_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MT0618_STAMPING: H 9 1935
 MT0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0618
 MT0618  HISTORY     - Date     Condition        Report By
 MT0618  HISTORY     - 1935     MONUMENTED       USGS
 MT0618  HISTORY     - 1951     GOOD             NGS
 MT0618  HISTORY     - 19891115 MARK NOT FOUND   USPSQD
 MT0618
 MT0618                          STATION DESCRIPTION
 MT0618
 MT0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0618'30.2 MI W FROM JARBIDGE.
 MT0618'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0618'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0618'THENCE 20.0 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0618'CREEK RANGER STATION, 0.2 MILES WEST OF THE JUNCTION OF A DIM TRACK
 MT0618'ROAD LEADING SOUTH, AT THE NORTHWEST END OF AND ON THE INSIDE OF A
 MT0618'CURVE, IN THE TOP OF A SHELF AT THE SOUTHEAST BASE OF A LARGE LONE RED
 MT0618'BOULDER, 29.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET
 MT0618'HIGHER THAN THE ROAD, AND MARKED WITH WHITE PAINTED LETTERS B M.
 MT0618
 MT0618                          STATION RECOVERY (1989)
 MT0618
 MT0618'RECOVERY NOTE BY US POWER SQUADRON 1989 (BAB)
 MT0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0426 ***********************************************************************
 LR0426  DESIGNATION -  H 9
 LR0426  PID         -  LR0426
 LR0426  STATE/COUNTY-  NV/LANDER
 LR0426  USGS QUAD   -  MC COY NW (1990)
 LR0426
 LR0426                         *CURRENT SURVEY CONTROL
 LR0426  ___________________________________________________________________
 LR0426* NAD 83(1986)-  40 29 58.     (N)    117 10 18.     (W)     SCALED    
 LR0426* NAVD 88     -      1481.995  (meters)    4862.18   (feet)  ADJUSTED  
 LR0426  ___________________________________________________________________
 LR0426  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 LR0426  DYNAMIC HT  -        1480.776 (meters)    4858.18  (feet)  COMP
 LR0426  MODELED GRAV-     979,750.2   (mgal)                       NAVD 88
 LR0426
 LR0426  VERT ORDER  -  SECOND    CLASS 0
 LR0426
 LR0426.The horizontal coordinates were scaled from a topographic map and have
 LR0426.an estimated accuracy of +/- 6 seconds.
 LR0426
 LR0426.The orthometric height was determined by differential leveling
 LR0426.and adjusted by the National Geodetic Survey in June 1991..
 LR0426
 LR0426.The geoid height was determined by GEOID03.
 LR0426
 LR0426.The dynamic height is computed by dividing the NAVD 88
 LR0426.geopotential number by the normal gravity value computed on the
 LR0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0426.degrees latitude (g = 980.6199 gals.).
 LR0426
 LR0426.The modeled gravity was interpolated from observed gravity values.
 LR0426
 LR0426;                    North         East    Units  Estimated Accuracy
 LR0426;SPC NV C     - 6,638,190.      457,200.      MT  (+/- 180 meters Scaled)
 LR0426
 LR0426                          SUPERSEDED SURVEY CONTROL
 LR0426
 LR0426  NGVD 29 (??/??/92) 1480.922  (m)         4858.66   (f) ADJ UNCH    2 0
 LR0426
 LR0426.Superseded values are not recommended for survey control.
 LR0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0426.See file dsdata.txt to determine how the superseded data were derived.
 LR0426
 LR0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME854832(NAD 83)
 LR0426_MARKER: DD = SURVEY DISK
 LR0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0426_STAMPING: H 9 4858 1940
 LR0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0426+STABILITY: SURFACE MOTION
 LR0426
 LR0426  HISTORY     - Date     Condition        Report By
 LR0426  HISTORY     - 1940     MONUMENTED       USGS
 LR0426  HISTORY     - 1958     GOOD             NGS
 LR0426
 LR0426                          STATION DESCRIPTION
 LR0426
 LR0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0426'19.2 MI SW FROM BATTLE MOUNTAIN.
 LR0426'12.1 MILES SOUTHWEST ALONG STATE HIGHWAY 8-A FROM THE T JUNCTION OF
 LR0426'U.S. HIGHWAY 40 AT BATTLE MOUNTAIN, THENCE 2.35 MILES SOUTHWEST ALONG
 LR0426'AN ASPHALT ROAD, THENCE 2.85 MILES NORTHWEST ALONG NATOMAS MINE ROAD,
 LR0426'THENCE 1.1 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.8 MILE SOUTHWEST
 LR0426'ALONG A DIRT ROAD, IN A TRIANGLE FORMED BY THE JUNCTION OF A TRACK
 LR0426'ROAD LEADING NORTH TO WILSON CREEK CANYON, 23 FEET NORTH OF THE CENTER
 LR0426'LINE OF THE ROAD SOUTHWEST, 46 FEET EAST OF THE CENTER LINE OF THE
 LR0426'ROAD ALONG THE WEST LEG OF THE TRIANGLE, 20 FEET SOUTHWEST OF THE
 LR0426'CENTER LINE OF THE ROAD ALONG THE NORTHEAST LEG OF THE TRIANGLE, 1.3
 LR0426'FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD,
 LR0426'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE
 LR0426'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0534 ***********************************************************************
 MT0534  DESIGNATION -  H 92
 MT0534  PID         -  MT0534
 MT0534  STATE/COUNTY-  NV/ELKO
 MT0534  USGS QUAD   -  DINNER STATION (1971)
 MT0534
 MT0534                         *CURRENT SURVEY CONTROL
 MT0534  ___________________________________________________________________
 MT0534* NAD 83(1986)-  41 03 01.     (N)    115 51 28.     (W)     SCALED    
 MT0534* NAVD 88     -      1841.358  (meters)    6041.19   (feet)  ADJUSTED  
 MT0534  ___________________________________________________________________
 MT0534  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 MT0534  DYNAMIC HT  -        1839.786 (meters)    6036.03  (feet)  COMP
 MT0534  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 MT0534
 MT0534  VERT ORDER  -  FIRST     CLASS II
 MT0534
 MT0534.The horizontal coordinates were scaled from a topographic map and have
 MT0534.an estimated accuracy of +/- 6 seconds.
 MT0534
 MT0534.The orthometric height was determined by differential leveling
 MT0534.and adjusted by the National Geodetic Survey in June 1991..
 MT0534
 MT0534.The geoid height was determined by GEOID03.
 MT0534
 MT0534.The dynamic height is computed by dividing the NAVD 88
 MT0534.geopotential number by the normal gravity value computed on the
 MT0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0534.degrees latitude (g = 980.6199 gals.).
 MT0534
 MT0534.The modeled gravity was interpolated from observed gravity values.
 MT0534
 MT0534;                    North         East    Units  Estimated Accuracy
 MT0534;SPC NV E     - 8,699,270.      176,930.      MT  (+/- 180 meters Scaled)
 MT0534
 MT0534                          SUPERSEDED SURVEY CONTROL
 MT0534
 MT0534  NGVD 29 (??/??/92) 1840.166  (m)         6037.28   (f) ADJ UNCH    1 2
 MT0534
 MT0534.Superseded values are not recommended for survey control.
 MT0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0534.See file dsdata.txt to determine how the superseded data were derived.
 MT0534
 MT0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF959449(NAD 83)
 MT0534_MARKER: DD = SURVEY DISK
 MT0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0534_SP_SET: CONCRETE POST
 MT0534_STAMPING: H-92 1933
 MT0534_MARK LOGO: USGS  
 MT0534_MAGNETIC: N = NO MAGNETIC MATERIAL
 MT0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0534+STABILITY: SURFACE MOTION
 MT0534
 MT0534  HISTORY     - Date     Condition        Report By
 MT0534  HISTORY     - 1933     MONUMENTED       USGS
 MT0534  HISTORY     - 1934     GOOD             NGS
 MT0534  HISTORY     - 19840601 GOOD             NGS
 MT0534
 MT0534                          STATION DESCRIPTION
 MT0534
 MT0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0534'17.4 MI N FROM ELKO.
 MT0534'17.4 MILES NORTH OF ELKO COUNTY COURTHOUSE AT ELKO ALONG STATE HIGHWAY
 MT0534'NO. 11.  4 MILES SOUTH OF PARKS RANCH ALONG STATE HIGHWAY NO. 11.
 MT0534'ABOUT IN MIDDLE OF STRAIGHT STRETCH OF ROAD 0.5 MILES LONG AND RUNNING
 MT0534'NORTHWEST.  40 FT. EAST OF CENTERLINE OF ROAD.  PRECAST CONCRETE POST.
 MT0534
 MT0534                          STATION RECOVERY (1984)
 MT0534
 MT0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MT0534'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  31.5 KM (19.6
 MT0534'MI) NORTH ALONG STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80
 MT0534'AT ELKO, THENCE 0.6 KM (0.45 MI) SOUTHEAST ALONG A GRAVEL ROAD, 12.2 M
 MT0534'(40 FT) EAST OF THE CENTER OF THE GRAVEL ROAD.  A DISK SET INTO THE
 MT0534'TOP OF A CONCRETE POST PROJECTING 15 CM.  ABOUT LEVEL WITH THE ROAD.
 MT0534'0.3 M WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0537 ***********************************************************************
 MT0537  DESIGNATION -  H 93
 MT0537  PID         -  MT0537
 MT0537  STATE/COUNTY-  NV/ELKO
 MT0537  USGS QUAD   -  DINNER STATION (1971)
 MT0537
 MT0537                         *CURRENT SURVEY CONTROL
 MT0537  ___________________________________________________________________
 MT0537* NAD 83(1986)-  41 04 40.     (N)    115 51 59.     (W)     SCALED    
 MT0537* NAVD 88     -      1826.072  (meters)    5991.04   (feet)  POSTED    
 MT0537  ___________________________________________________________________
 MT0537  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 MT0537  DYNAMIC HT  -        1824.500 (meters)    5985.88  (feet)  COMP
 MT0537  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 MT0537
 MT0537  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MT0537
 MT0537.The horizontal coordinates were scaled from a topographic map and have
 MT0537.an estimated accuracy of +/- 6 seconds.
 MT0537
 MT0537.The orthometric height was determined by differential leveling
 MT0537.and adjusted by the National Geodetic Survey in 1992..
 MT0537.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MT0537.rate of 2.1 thru 3.0 mm/km.
 MT0537
 MT0537.The geoid height was determined by GEOID03.
 MT0537
 MT0537.The dynamic height is computed by dividing the NAVD 88
 MT0537.geopotential number by the normal gravity value computed on the
 MT0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0537.degrees latitude (g = 980.6199 gals.).
 MT0537
 MT0537.The modeled gravity was interpolated from observed gravity values.
 MT0537
 MT0537;                    North         East    Units  Estimated Accuracy
 MT0537;SPC NV E     - 8,702,320.      176,220.      MT  (+/- 180 meters Scaled)
 MT0537
 MT0537                          SUPERSEDED SURVEY CONTROL
 MT0537
 MT0537  NGVD 29 (??/??/92) 1824.856  (m)         5987.05   (f) ADJ UNCH    1 2
 MT0537
 MT0537.Superseded values are not recommended for survey control.
 MT0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0537.See file dsdata.txt to determine how the superseded data were derived.
 MT0537
 MT0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF952480(NAD 83)
 MT0537_MARKER: DD = SURVEY DISK
 MT0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0537_STAMPING: H-93 1933
 MT0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0537+STABILITY: SURFACE MOTION
 MT0537
 MT0537  HISTORY     - Date     Condition        Report By
 MT0537  HISTORY     - 1933     MONUMENTED       USGS
 MT0537  HISTORY     - 1934     GOOD             NGS
 MT0537
 MT0537                          STATION DESCRIPTION
 MT0537
 MT0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0537'19.9 MI N FROM ELKO.
 MT0537'19.9 MILES NORTH OF ELKO COUNTY COURTHOUSE ALONG STATE HIGHWAY NO. 11.
 MT0537'1.55 MILES SOUTH OF PARKS RANCH ALONG STATE HIGHWAY NO. 11.  0.4
 MT0537'MILES NORTH OF WOODEN BRIDGE OVER CREEK BED 6 FT. BELOW ROADBED.  440
 MT0537'FT. NORTH OF SMALL WOODEN CULVERT.  25 FT. EAST OF CENTERLINE OF ROAD
 MT0537'AT POINT OF HILL ON WEST SIDE OF ROAD.  PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0540 ***********************************************************************
 MT0540  DESIGNATION -  H 94
 MT0540  PID         -  MT0540
 MT0540  STATE/COUNTY-  NV/ELKO
 MT0540  USGS QUAD   -  DINNER STATION (1971)
 MT0540
 MT0540                         *CURRENT SURVEY CONTROL
 MT0540  ___________________________________________________________________
 MT0540* NAD 83(1986)-  41 06 47.     (N)    115 51 53.     (W)     SCALED    
 MT0540* NAVD 88     -      1812.344  (meters)    5946.00   (feet)  ADJUSTED  
 MT0540  ___________________________________________________________________
 MT0540  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 MT0540  DYNAMIC HT  -        1810.781 (meters)    5940.87  (feet)  COMP
 MT0540  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 MT0540
 MT0540  VERT ORDER  -  FIRST     CLASS II
 MT0540
 MT0540.The horizontal coordinates were scaled from a topographic map and have
 MT0540.an estimated accuracy of +/- 6 seconds.
 MT0540
 MT0540.The orthometric height was determined by differential leveling
 MT0540.and adjusted by the National Geodetic Survey in June 1991..
 MT0540
 MT0540.The geoid height was determined by GEOID03.
 MT0540
 MT0540.The dynamic height is computed by dividing the NAVD 88
 MT0540.geopotential number by the normal gravity value computed on the
 MT0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0540.degrees latitude (g = 980.6199 gals.).
 MT0540
 MT0540.The modeled gravity was interpolated from observed gravity values.
 MT0540
 MT0540;                    North         East    Units  Estimated Accuracy
 MT0540;SPC NV E     - 8,706,240.      176,370.      MT  (+/- 180 meters Scaled)
 MT0540
 MT0540                          SUPERSEDED SURVEY CONTROL
 MT0540
 MT0540  NGVD 29 (??/??/92) 1811.112  (m)         5941.96   (f) ADJ UNCH    1 2
 MT0540
 MT0540.Superseded values are not recommended for survey control.
 MT0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0540.See file dsdata.txt to determine how the superseded data were derived.
 MT0540
 MT0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF953519(NAD 83)
 MT0540_MARKER: DD = SURVEY DISK
 MT0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0540_STAMPING: H-94 1933
 MT0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0540+STABILITY: SURFACE MOTION
 MT0540
 MT0540  HISTORY     - Date     Condition        Report By
 MT0540  HISTORY     - 1933     MONUMENTED       USGS
 MT0540  HISTORY     - 1934     GOOD             NGS
 MT0540
 MT0540                          STATION DESCRIPTION
 MT0540
 MT0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MT0540'22.3 MI N FROM ELKO.
 MT0540'22.3 MILES NORTH OF ELKO COUNTY COURTHOUSE AT ELKO ALONG STATE HIGHWAY
 MT0540'NO. 11.  0.9 MILES NORTH OF PARKS RANCH ALONG STATE HIGHWAY NO. 11. IN
 MT0540'FORKS OF Y-ROAD TO NORTH FORK AND TUSCARORA.  100 FT. FROM
 MT0540'INTERSECTION AND MIDWAY FROM EACH ROAD.  28 FT. NORTH OF SIGNPOST.
 MT0540'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0400 ***********************************************************************
 KR0400  DESIGNATION -  H C WP CO 1
 KR0400  PID         -  KR0400
 KR0400  STATE/COUNTY-  NV/CHURCHILL
 KR0400  USGS QUAD   -  OCALA (1986)
 KR0400
 KR0400                         *CURRENT SURVEY CONTROL
 KR0400  ___________________________________________________________________
 KR0400* NAD 83(1994)-  39 59 54.40522(N)    118 40 52.66145(W)     ADJUSTED  
 KR0400* NAVD 88     -      1200.96   (meters)    3940.1    (feet)  RESET     
 KR0400  ___________________________________________________________________
 KR0400  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 KR0400  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 KR0400
 KR0400  HORZ ORDER  -  THIRD
 KR0400  VERT ORDER  -  THIRD
 KR0400
 KR0400.The horizontal coordinates were established by classical geodetic methods
 KR0400.and adjusted by the National Geodetic Survey in June 1998..
 KR0400.No horizontal observational check was made to the station.
 KR0400
 KR0400.The orthometric height was computed from unverified reset data.
 KR0400
 KR0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0400
 KR0400.The geoid height was determined by GEOID03.
 KR0400
 KR0400;                    North         East     Units Scale Factor Converg.
 KR0400;SPC NV W     - 4,582,444.488   791,635.335   MT  0.99990086   -0 03 46.7
 KR0400;SPC NV W     -15,034,236.62  2,597,223.59   sFT  0.99990086   -0 03 46.7
 KR0400;UTM  11      - 4,428,938.453   356,478.300   MT  0.99985358   -1 04 51.1
 KR0400
 KR0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0400!SPC NV W     -   0.99981530  x   0.99990086  =   0.99971618
 KR0400!UTM  11      -   0.99981530  x   0.99985358  =   0.99966890
 KR0400
 KR0400                          SUPERSEDED SURVEY CONTROL
 KR0400
 KR0400  NAD 83(1986)-  39 59 54.41212(N)    118 40 52.65587(W) AD(       ) 3
 KR0400  NAD 27      -  39 59 54.73420(N)    118 40 49.10790(W) AD(       ) 3
 KR0400
 KR0400.Superseded values are not recommended for survey control.
 KR0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0400.See file dsdata.txt to determine how the superseded data were derived.
 KR0400
 KR0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE5647828938(NAD 83)
 KR0400_MARKER: P = PIPE CAP
 KR0400_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0400_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0400_STAMPING: H-C W.P. CO. 1
 KR0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0400
 KR0400  HISTORY     - Date     Condition        Report By
 KR0400  HISTORY     - 1961     MONUMENTED       NVDH
 KR0400  HISTORY     - 1960     GOOD             NGS
 KR0400
 KR0400                          STATION DESCRIPTION
 KR0400
 KR0400'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 KR0400'THE STATION IS LOCATED 1.4 MILES SOUTHWEST ALONG U.S. HWY 40
 KR0400'FROM THE SOUTHERN PACIFIC RAILROAD AT TOY, 140 FEET WEST OF
 KR0400'THE CENTERLINE OF THE WESTBOUND LANE AT STATION OW 1460+80 TO
 KR0400'W P NO 1, THENCE 293 FEET WEST TO W P NO 2.  IT IS A 5/8-INCH
 KR0400'COPPERWELD ROD WITH 1 1/2-INCH BRASS CAP, STAMPED H C W P
 KR0400'CO 1 AND PROJECTING 0.1 FOOT ABOVE THE GROUND.
 KR0400
 KR0400                          STATION RECOVERY (1960)
 KR0400
 KR0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KR0400'1.4 MI SW FROM TOY.
 KR0400'THIS MARK IS LOCATED 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM
 KR0400'THE SOUTHERN PACIFIC RAILROAD STATION AT TOY, 140 FEET WEST OF THE
 KR0400'CENTERLINE OF THE WESTBOUND LANE AT STATION OW 1460+80 TO W.P. NO. 1,
 KR0400'THENCE 293 FEET WEST TO W.P. NO. 2, AND PROJECTING 0.1 FOOT ABOVE
 KR0400'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0401 ***********************************************************************
 KR0401  DESIGNATION -  H C WP CO 2
 KR0401  PID         -  KR0401
 KR0401  STATE/COUNTY-  NV/CHURCHILL
 KR0401  USGS QUAD   -  OCALA (1986)
 KR0401
 KR0401                         *CURRENT SURVEY CONTROL
 KR0401  ___________________________________________________________________
 KR0401* NAD 83(1994)-  39 59 54.38287(N)    118 40 56.42877(W)     ADJUSTED  
 KR0401* NAVD 88     -      1196.52   (meters)    3925.6    (feet)  RESET     
 KR0401  ___________________________________________________________________
 KR0401  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 KR0401  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 KR0401
 KR0401  HORZ ORDER  -  THIRD
 KR0401  VERT ORDER  -  THIRD
 KR0401
 KR0401.The horizontal coordinates were established by classical geodetic methods
 KR0401.and adjusted by the National Geodetic Survey in June 1998..
 KR0401.No horizontal observational check was made to the station.
 KR0401
 KR0401.The orthometric height was computed from unverified reset data.
 KR0401
 KR0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0401
 KR0401.The geoid height was determined by GEOID03.
 KR0401
 KR0401;                    North         East     Units Scale Factor Converg.
 KR0401;SPC NV W     - 4,582,443.897   791,545.978   MT  0.99990088   -0 03 49.1
 KR0401;SPC NV W     -15,034,234.69  2,596,930.43   sFT  0.99990088   -0 03 49.1
 KR0401;UTM  11      - 4,428,939.450   356,388.952   MT  0.99985390   -1 04 53.5
 KR0401
 KR0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0401!SPC NV W     -   0.99981599  x   0.99990088  =   0.99971689
 KR0401!UTM  11      -   0.99981599  x   0.99985390  =   0.99966992
 KR0401
 KR0401                          SUPERSEDED SURVEY CONTROL
 KR0401
 KR0401  NAD 83(1986)-  39 59 54.38976(N)    118 40 56.42317(W) AD(       ) 3
 KR0401  NAD 27      -  39 59 54.71190(N)    118 40 52.87510(W) AD(       ) 3
 KR0401
 KR0401.Superseded values are not recommended for survey control.
 KR0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0401.See file dsdata.txt to determine how the superseded data were derived.
 KR0401
 KR0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE5638928939(NAD 83)
 KR0401_MARKER: P = PIPE CAP
 KR0401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0401_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0401_STAMPING: H-C W.P. CO. 2
 KR0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0401
 KR0401  HISTORY     - Date     Condition        Report By
 KR0401  HISTORY     - 1961     MONUMENTED       NVDH
 KR0401  HISTORY     - 1960     GOOD             NGS
 KR0401
 KR0401                          STATION DESCRIPTION
 KR0401
 KR0401'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 KR0401'THE STATION IS LOCATED 1.4 MILES SOUTHWEST ALONG U.S. HWY 40
 KR0401'FROM THE SOUTHERN PACIFIC RAILROAD AT TOY, 140 FEET WEST OF
 KR0401'THE CENTERLINE OF THE WESTBOUND LANE AT STATION OW 1460+80 TO
 KR0401'W P NO 1, THENCE 293 FEET WEST TO W P NO 2.  IT IS A 5/8-INCH
 KR0401'COPPERWELD ROD WITH 1 1/2-INCH BRASS CAP, STAMPED H C W P CO
 KR0401'2 AND PROJECTING 0.1 FOOT ABOVE THE GROUND.
 KR0401
 KR0401                          STATION RECOVERY (1960)
 KR0401
 KR0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KR0401'1.4 MI SW FROM TOY.
 KR0401'THIS MARK IS LOCATED 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM
 KR0401'THE SOUTHERN PACIFIC RAILROAD STATION AT TOY, 140 FEET WEST OF THE
 KR0401'CENTERLINE OF THE WESTBOUND LANE AT STATION OW 1460+80 TO W.P. NO. 1,
 KR0401'THENCE 293 FEET WEST TO W.P. NO. 2, AND PROJECTING 0.1 FOOT ABOVE
 KR0401'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0934 ***********************************************************************
 HQ0934  DESIGNATION -  HAB
 HQ0934  PID         -  HQ0934
 HQ0934  STATE/COUNTY-  NV/ESMERALDA
 HQ0934  USGS QUAD   -  SYLVANIA MTS (1987)
 HQ0934
 HQ0934                         *CURRENT SURVEY CONTROL
 HQ0934  ___________________________________________________________________
 HQ0934* NAD 83(1994)-  37 22 36.09901(N)    117 41 49.69810(W)     ADJUSTED  
 HQ0934* NAVD 88     -      2488.     (meters)    8163.     (feet)  SCALED    
 HQ0934  ___________________________________________________________________
 HQ0934  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 HQ0934  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 HQ0934
 HQ0934  HORZ ORDER  -  THIRD
 HQ0934
 HQ0934.The horizontal coordinates were established by classical geodetic methods
 HQ0934.and adjusted by the National Geodetic Survey in June 1998..
 HQ0934
 HQ0934.The orthometric height was scaled from a topographic map.
 HQ0934
 HQ0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0934
 HQ0934.The geoid height was determined by GEOID03.
 HQ0934
 HQ0934;                    North         East     Units Scale Factor Converg.
 HQ0934;SPC NV W     - 4,291,797.932   878,483.842   MT  0.99997585   +0 32 16.8
 HQ0934;SPC NV W     -14,080,673.72  2,882,159.07   sFT  0.99997585   +0 32 16.8
 HQ0934;SPC CA 4     -   727,526.565 2,115,394.817   MT  1.00002654   +0 46 38.2
 HQ0934;SPC CA 4     - 2,386,893.41  6,940,257.83   sFT  1.00002654   +0 46 38.2
 HQ0934;SPC CA 3     -   601,013.286 2,248,201.837   MT  0.99995040   +1 42 57.6
 HQ0934;SPC CA 3     - 1,971,824.42  7,375,975.53   sFT  0.99995040   +1 42 57.6
 HQ0934;UTM  11      - 4,136,889.562   438,278.300   MT  0.99964693   -0 25 23.6
 HQ0934
 HQ0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0934!SPC NV W     -   0.99961380  x   0.99997585  =   0.99958966
 HQ0934!SPC CA 4     -   0.99961380  x   1.00002654  =   0.99964033
 HQ0934!SPC CA 3     -   0.99961380  x   0.99995040  =   0.99956422
 HQ0934!UTM  11      -   0.99961380  x   0.99964693  =   0.99926087
 HQ0934
 HQ0934:                Primary Azimuth Mark                     Grid Az
 HQ0934:SPC NV W     -  T 79                                     291 29 53.6
 HQ0934:SPC CA 4     -  T 79                                     291 15 32.2
 HQ0934:SPC CA 3     -  T 79                                     290 19 12.8
 HQ0934:UTM  11      -  T 79                                     292 27 34.0
 HQ0934
 HQ0934|---------------------------------------------------------------------|
 HQ0934| PID    Reference Object                     Distance      Geod. Az  |
 HQ0934|                                                           dddmmss.s |
 HQ0934| HQ0938 T 79                                APPROX. 2.9 KM 2920210.4 |
 HQ0934|---------------------------------------------------------------------|
 HQ0934
 HQ0934                          SUPERSEDED SURVEY CONTROL
 HQ0934
 HQ0934  NAD 83(1992)-  37 22 36.09837(N)    117 41 49.69829(W) AD(       ) 3
 HQ0934  NAD 83(1986)-  37 22 36.10062(N)    117 41 49.69896(W) AD(       ) 3
 HQ0934  NAD 27      -  37 22 36.34900(N)    117 41 46.39500(W) AD(       ) 3
 HQ0934
 HQ0934.Superseded values are not recommended for survey control.
 HQ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0934.See file dsdata.txt to determine how the superseded data were derived.
 HQ0934
 HQ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB3827836890(NAD 83)
 HQ0934_MARKER: Z = SEE DESCRIPTION
 HQ0934_SETTING: 0 = UNSPECIFIED SETTING
 HQ0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0934
 HQ0934  HISTORY     - Date     Condition        Report By
 HQ0934  HISTORY     - 1895     MONUMENTED       CGS
 HQ0934
 HQ0934                          STATION DESCRIPTION
 HQ0934
 HQ0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HQ0934'THE STATION IS A TREE STUMP NUT PINE 6 INCHES IN DIAMETER
 HQ0934'WITH NAIL IN CENTER.  IT IS JUST E OF A LEDGE OF ROCK.  THE
 HQ0934'MOUNTAIN IS SE OF A LARGE HOLE OR WASH 1500 FEET DEEP AND
 HQ0934'1/2 MILE ACROSS.  IT IS THE LARGEST MOUNTAIN JUST S OF THE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0873 ***********************************************************************
 HQ0873  DESIGNATION -  HALFWAY
 HQ0873  PID         -  HQ0873
 HQ0873  STATE/COUNTY-  NV/ESMERALDA
 HQ0873  USGS QUAD   -  MONTEZUMA PEAK SE (1970)
 HQ0873
 HQ0873                         *CURRENT SURVEY CONTROL
 HQ0873  ___________________________________________________________________
 HQ0873* NAD 83(1994)-  37 36 35.83419(N)    117 18 07.07090(W)     ADJUSTED  
 HQ0873* NAVD 88     -      1940.2    (meters)    6365.     (feet)  VERTCON   
 HQ0873  ___________________________________________________________________
 HQ0873  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 HQ0873  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 HQ0873
 HQ0873  HORZ ORDER  -  THIRD
 HQ0873
 HQ0873.The horizontal coordinates were established by classical geodetic methods
 HQ0873.and adjusted by the National Geodetic Survey in June 1998..
 HQ0873
 HQ0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0873
 HQ0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0873
 HQ0873.The geoid height was determined by GEOID03.
 HQ0873
 HQ0873;                    North         East     Units Scale Factor Converg.
 HQ0873;SPC NV W     - 4,318,087.754   913,130.404   MT  1.00005760   +0 46 55.5
 HQ0873;SPC NV W     -14,166,926.24  2,995,828.67   sFT  1.00005760   +0 46 55.5
 HQ0873;SPC NV C     - 6,317,505.430   443,911.329   MT  0.99993874   -0 23 15.8
 HQ0873;SPC NV C     -20,726,682.40  1,456,399.09   sFT  0.99993874   -0 23 15.8
 HQ0873;UTM  11      - 4,162,582.897   473,348.522   MT  0.99960875   -0 11 03.4
 HQ0873
 HQ0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0873!SPC NV W     -   0.99969969  x   1.00005760  =   0.99975727
 HQ0873!SPC NV C     -   0.99969969  x   0.99993874  =   0.99963844
 HQ0873!UTM  11      -   0.99969969  x   0.99960875  =   0.99930855
 HQ0873
 HQ0873|---------------------------------------------------------------------|
 HQ0873| PID    Reference Object                     Distance      Geod. Az  |
 HQ0873|                                                           dddmmss.s |
 HQ0873| DB1866 HALFWAY RM 2                          9.058 METERS 03035     |
 HQ0873| HQ0609 T 129                                              0551910.9 |
 HQ0873| DB1865 HALFWAY RM 1                          8.321 METERS 16344     |
 HQ0873|---------------------------------------------------------------------|
 HQ0873
 HQ0873                          SUPERSEDED SURVEY CONTROL
 HQ0873
 HQ0873  NAD 83(1992)-  37 36 35.83089(N)    117 18 07.06992(W) AD(       ) 3
 HQ0873  NAD 83(1986)-  37 36 35.83475(N)    117 18 07.07216(W) AD(       ) 3
 HQ0873  NAD 27      -  37 36 36.07300(N)    117 18 03.78700(W) AD(       ) 3
 HQ0873  NGVD 29 (07/19/86) 1939.1    (m)         6362.     (f) VERT ANG       
 HQ0873
 HQ0873.Superseded values are not recommended for survey control.
 HQ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0873.See file dsdata.txt to determine how the superseded data were derived.
 HQ0873
 HQ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB7334962583(NAD 83)
 HQ0873_MARKER: DS = TRIANGULATION STATION DISK
 HQ0873_SETTING: 80 = SET IN A BOULDER
 HQ0873_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HQ0873
 HQ0873  HISTORY     - Date     Condition        Report By
 HQ0873  HISTORY     - 1950     MONUMENTED       CGS
 HQ0873
 HQ0873                          STATION DESCRIPTION
 HQ0873
 HQ0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0873'THE STATION IS LOCATED ABOUT 8 MILES SOUTH SOUTHWEST OF
 HQ0873'GOLDFIELD, ON THE HIGHEST POINT OF A PROMINENT AND ISOLATED
 HQ0873'MOUNTAIN.  THE STATION MARK IS SET IN A BOULDER THAT PROJECTS
 HQ0873'ABOUT 12 INCHES AND IS LOCATED ABOUT 6 FEET SOUTH OF A LARGE
 HQ0873'CAIRN.  IT IS STAMPED HALFWAY 1950.
 HQ0873'
 HQ0873'REFERENCE MARK NUMBER 1 PROJECTS 18 INCHES AND IS STAMPED
 HQ0873'HALFWAY NO 1 1950
 HQ0873'
 HQ0873'REFERENCE MARK NUMBER 2 PROJECTS 12 INCHES AND IS STAMPED
 HQ0873'HALFWAY NO 2 1950
 HQ0873'
 HQ0873'BENCH MARK T 129 IS A STANDARD BENCH MARK DISK THAT IS SET IN
 HQ0873'THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS ABOVE
 HQ0873'THE GROUND ABOUT 12 INCHES AND IS STAMPED T 129 1934.  IT IS
 HQ0873'10 PACES SOUTH SOUTHEAST OF THE CENTER OF A TRACK ROAD.
 HQ0873'
 HQ0873'TO REACH THE STATION FROM GOLDFIELD, GO SOUTH ON U.S. HIGHWAY
 HQ0873'95 FOR 6.05 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO 3.45
 HQ0873'MILE TO A FORK AND SIGN LIDA 21, ETC.  TURN LEFT AND GO 0.75
 HQ0873'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 1.35 MILES
 HQ0873'TO A FORK.  TURN RIGHT OFF THE ROAD AND GO ACROSS COUNTRY,
 HQ0873'WESTERLY, FOR 0.6 MILE TO THE BASE OF THE MOUNTAIN AND THE
 HQ0873'END OF TRUCK TRAVEL.  FROM HERE WALK WESTERLY UP THE SLOPE TO
 HQ0873'THE HIGHEST POINT AND THE STATION.  A 1 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0359 ***********************************************************************
 JP0359  DESIGNATION -  HALL
 JP0359  PID         -  JP0359
 JP0359  STATE/COUNTY-  NV/LINCOLN
 JP0359  USGS QUAD   -  SCHOOLMARM BASIN (1973)
 JP0359
 JP0359                         *CURRENT SURVEY CONTROL
 JP0359  ___________________________________________________________________
 JP0359* NAD 83(1994)-  38 19 47.94578(N)    114 24 23.48339(W)     ADJUSTED  
 JP0359* NAVD 88     -      2006.9    (meters)    6584.     (feet)  VERTCON   
 JP0359  ___________________________________________________________________
 JP0359  LAPLACE CORR-           6.25  (seconds)                    DEFLEC99
 JP0359  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 JP0359
 JP0359  HORZ ORDER  -  SECOND
 JP0359
 JP0359.The horizontal coordinates were established by classical geodetic methods
 JP0359.and adjusted by the National Geodetic Survey in June 1998..
 JP0359
 JP0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0359
 JP0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0359
 JP0359.The geoid height was determined by GEOID03.
 JP0359
 JP0359;                    North         East     Units Scale Factor Converg.
 JP0359;SPC NV E     - 8,397,883.520   302,888.655   MT  1.00003033   +0 43 47.7
 JP0359;SPC NV E     -27,552,056.18    993,727.20   sFT  1.00003033   +0 43 47.7
 JP0359;UTM  11      - 4,245,611.748   726,694.284   MT  1.00023293   +1 36 32.9
 JP0359
 JP0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0359!SPC NV E     -   0.99968865  x   1.00003033  =   0.99971897
 JP0359!UTM  11      -   0.99968865  x   1.00023293  =   0.99992151
 JP0359
 JP0359|---------------------------------------------------------------------|
 JP0359| PID    Reference Object                     Distance      Geod. Az  |
 JP0359|                                                           dddmmss.s |
 JP0359| DD5964 HALL RM 1                             6.643 METERS 12419     |
 JP0359| JP0364 HORSESHOE                           APPROX.20.1 KM 2600216.5 |
 JP0359| JP0358 T6N R67E SEC 36 1/4 COR SOUTH         6.013 METERS 27644     |
 JP0359| DD5965 HALL RM 2                             6.405 METERS 33120     |
 JP0359|---------------------------------------------------------------------|
 JP0359
 JP0359                          SUPERSEDED SURVEY CONTROL
 JP0359
 JP0359  NAD 83(1994)-  38 19 47.94558(N)    114 24 23.48343(W) AD(       ) 2
 JP0359  NAD 83(1986)-  38 19 47.93745(N)    114 24 23.48708(W) AD(       ) 2
 JP0359  NAD 27      -  38 19 48.08900(N)    114 24 20.51000(W) AD(       ) 2
 JP0359  NGVD 29 (07/19/86) 2005.6    (m)         6580.     (f) VERT ANG       
 JP0359
 JP0359.Superseded values are not recommended for survey control.
 JP0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0359.See file dsdata.txt to determine how the superseded data were derived.
 JP0359
 JP0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC2669445612(NAD 83)
 JP0359_MARKER: X = CHISELED CROSS
 JP0359_SETTING: 0 = UNSPECIFIED SETTING
 JP0359
 JP0359  HISTORY     - Date     Condition        Report By
 JP0359  HISTORY     - 1944     MONUMENTED       USGLO
 JP0359  HISTORY     - 1973     MARK NOT FOUND   USGS
 JP0359
 JP0359                          STATION DESCRIPTION
 JP0359
 JP0359'DESCRIBED BY US GENERAL LAND OFFICE 1944 (EHB)
 JP0359'STATION IS LOCATED ABOUT 28 MILES (AIR LINE) N OF PIOCHE,
 JP0359'ABOUT 10 MILES (AIR LINE) E OF PONY SPRINGS, AND 0.5 MILE
 JP0359'NW OF HALL RANCH.  IT IS THE TOWNSHIP CLOSING CORNER OF THE
 JP0359'FIRST STANDARD PARALLEL NORTH BETWEEN RANGES 67 AND 68 EAST.
 JP0359'
 JP0359'STATION MARKS THE QUARTER CORNER OF SEC. 36, T. 6 N., R. 67 E.
 JP0359'IT IS A 6- BY 12-INCH STONE SET IN PLACE AND MARKED WITH SEVERAL
 JP0359'PARALLEL LINES AND WITH A CHISELED CROSS IN CENTER OF TOP.
 JP0359'
 JP0359'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 JP0359'CYLINDER PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT IS
 JP0359'STAMPED HALL NO 1 1944.
 JP0359'
 JP0359'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 JP0359'CYLINDER PROJECTING ABOUT 9 INCHES ABOVE THE GROUND.  IT IS
 JP0359'STAMPED HALL NO 2 1944.
 JP0359'
 JP0359'G.L.O. CORNER IS W OF THE STATION AND 6 INCHES N OF FENCE
 JP0359'LINE.  IT IS A STONE SET IN PLACE AND MARKED 1/4 ON THE N
 JP0359'FACE.
 JP0359'
 JP0359'TO REACH STATION FROM THE POST OFFICE IN PIOCHE, GO N ON
 JP0359'U.S. HIGHWAY 93 FOR 29.4 MILES TO A GRADED ROAD E AT PONY
 JP0359'SPRINGS.  TURN RIGHT AND FOLLOW GRADED ROAD E FOR 9.8 MILES
 JP0359'TO FORKS AND SIGN READING ATLANTA 10 MILES.  TAKE RIGHT FORK
 JP0359'AND GO S 2.0 MILES TO FORKS.  TAKE RIGHT FORK AND GO S 0.1
 JP0359'MILE, HERE TURN RIGHT ACROSS COUNTRY FOR 0.05 MILE TO FENCE
 JP0359'CORNER AND STATION.
 JP0359'
 JP0359'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JP0359
 JP0359                          STATION RECOVERY (1973)
 JP0359
 JP0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JAB)
 JP0359'THE ONLY MARK FOUND THAT APPEARS TO HAVE NOT MOVED IS R.M. 2.
 JP0359'R.M. 1 IS OUT OF THE GROUND.  THE SECTION CORNERS (CLOSING
 JP0359'CORNER AND 1/4 CORNER) WERE NOT FOUND.  THE BEARING TREES
 JP0359'HAVE ALSO BEEN DESTROYED.  THE AREA HAS BEEN CLEARED AND
 JP0359'SEEDED IN CRESTED WHEAT.  THE CORRECT SECTION CORNER DATA IS
 JP0359'HALL--CC-NE 1 (T5N/R67E GLO 1/4 COR W--S 1/4 36/T6N/R67E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8043 ***********************************************************************
 AH8043  DESIGNATION -  HALL
 AH8043  PID         -  AH8043
 AH8043  STATE/COUNTY-  NV/LANDER
 AH8043  USGS QUAD   -  HALL CREEK SOUTH (1986)
 AH8043
 AH8043                         *CURRENT SURVEY CONTROL
 AH8043  ___________________________________________________________________
 AH8043* NAD 83(1994)-  39 47 12.11950(N)    116 53 37.43714(W)     ADJUSTED  
 AH8043* NAVD 88     -      2865.3    (meters)    9401.     (feet)  VERTCON   
 AH8043  ___________________________________________________________________
 AH8043  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 AH8043  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 AH8043
 AH8043  HORZ ORDER  -  THIRD
 AH8043
 AH8043.The horizontal coordinates were established by classical geodetic methods
 AH8043.and adjusted by the National Geodetic Survey in February 1999..
 AH8043
 AH8043.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8043
 AH8043.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8043
 AH8043.The geoid height was determined by GEOID03.
 AH8043
 AH8043;                    North         East     Units Scale Factor Converg.
 AH8043;SPC NV C     - 6,558,956.198   480,551.708   MT  0.99990466   -0 08 43.1
 AH8043;SPC NV C     -21,518,842.13  1,576,610.06   sFT  0.99990466   -0 08 43.1
 AH8043;UTM  11      - 4,404,088.826   509,099.120   MT  0.99960102   +0 04 04.8
 AH8043
 AH8043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8043!SPC NV C     -   0.99955401  x   0.99990466  =   0.99945871
 AH8043!UTM  11      -   0.99955401  x   0.99960102  =   0.99915521
 AH8043
 AH8043                          SUPERSEDED SURVEY CONTROL
 AH8043
 AH8043  NGVD 29 (02/26/99) 2863.9    (m)         9396.     (f) VERT ANG       
 AH8043
 AH8043.Superseded values are not recommended for survey control.
 AH8043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8043.See file dsdata.txt to determine how the superseded data were derived.
 AH8043
 AH8043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE0909904089(NAD 83)
 AH8043_MARKER: DS = TRIANGULATION STATION DISK
 AH8043_SETTING: 66 = SET IN ROCK OUTCROP
 AH8043_PROJECTION: FLUSH
 AH8043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8043+STABILITY: POSITION/ELEVATION WELL
 AH8043
 AH8043  HISTORY     - Date     Condition        Report By
 AH8043  HISTORY     - 1955     MONUMENTED       USGS
 AH8043
 AH8043                          STATION DESCRIPTION
 AH8043
 AH8043'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AH8043'LOCATED ABOUT 22 MI NNE. OF AUSTIN, 8 MI NW. OF GRASS VALLEY RANCH, 7
 AH8043'MI SSE. OF HALL CREEK RANCH. AT HEAD OF HALL CREEK AND NORTH FORK
 AH8043'SKULL CREEK ON HIGHEST PEAK IN VICINITY, SPARSELY TIMBERED ON SOUTH
 AH8043'SIDE, 7 FT SW. OF HIGHEST POINT AND 1 FT LOWER.
 AH8043'TO REACH FROM LANDER COUNTY COURTHOUSE IN AUSTIN, DRIVE 5.4 MI E. ON
 AH8043'U.S. HWY. 50 TO JCT. WITH STATE HWY. 21, TURN LEFT ON STATE HWY. 21
 AH8043'12.4 MI TO RD. FORKS. TAKE RIGHT FORK AS PER SIGN GRASS VALLEY 4.95 MI
 AH8043'TO RD. FORKS. TAKE LEFT FORK 1.9 MI TO 5-RD. INTERSECTION. TURN LEFT
 AH8043'AS PER SIGN SKULL CREEK 0.9 MI NW. TO X-RD., KEEP STRAIGHT AHEAD 0.8
 AH8043'MI TO RD. FORKS. TAKE LEFT FORK 1.1 MI TO SIDE RD. RIGHT. TURN RIGHT
 AH8043'(N.) ONTO TRACK RD. NEAR FENCE CORNER 4.6 MI TO ROCKY RD. THAT FOLLOWS
 AH8043'NORTH FORK OF SKULL CREEK TO BOULDER THAT BLOCKS THE WAY AND END OF
 AH8043'RD. PACK N. UP MAIN DRAIN KEEPING TO RIGHT AT DRAIN FORKS TO SADDLE ON
 AH8043'MAIN RIDGE. TURN LEFT (W.) AND CLIMB UP MAIN RIDGE TO HIGH POINT AND
 AH8043'STATION. ABOUT A 2-HOUR PACK.
 AH8043'STATION MARK--STANDARD TABLET STAMPED---HALL 1955---, CEMENTED IN
 AH8043'BEDROCK.
 AH8043'RM 1--STANDARD RM TABLET STAMPED---NO 1 1955---, CEMENTED IN ROCK.
 AH8043'RM 2--CROSS ON TOP OF LEAD BOLT WEDGED INTO DRILL HOLE IN LEDGEROCK,
 AH8043'0.6 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0697 ***********************************************************************
 LQ0697  DESIGNATION -  HALLECK
 LQ0697  PID         -  LQ0697
 LQ0697  STATE/COUNTY-  NV/ELKO
 LQ0697  USGS QUAD   -  HALLECK (1971)
 LQ0697
 LQ0697                         *CURRENT SURVEY CONTROL
 LQ0697  ___________________________________________________________________
 LQ0697* NAD 83(1994)-  40 58 02.40893(N)    115 24 59.65574(W)     ADJUSTED  
 LQ0697* NAVD 88     -      1631.9    (meters)    5354.     (feet)  VERTCON   
 LQ0697  ___________________________________________________________________
 LQ0697  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 LQ0697  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 LQ0697
 LQ0697  HORZ ORDER  -  FIRST
 LQ0697
 LQ0697.The horizontal coordinates were established by classical geodetic methods
 LQ0697.and adjusted by the National Geodetic Survey in June 1998..
 LQ0697
 LQ0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0697
 LQ0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0697
 LQ0697.The geoid height was determined by GEOID03.
 LQ0697
 LQ0697;                    North         East     Units Scale Factor Converg.
 LQ0697;SPC NV E     - 8,690,031.870   214,036.100   MT  0.99990242   +0 06 33.6
 LQ0697;SPC NV E     -28,510,546.23    702,216.77   sFT  0.99990242   +0 06 33.6
 LQ0697;UTM  11      - 4,536,338.262   633,236.936   MT  0.99981849   +1 02 17.9
 LQ0697
 LQ0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0697!SPC NV E     -   0.99974694  x   0.99990242  =   0.99964938
 LQ0697!UTM  11      -   0.99974694  x   0.99981849  =   0.99956547
 LQ0697
 LQ0697|---------------------------------------------------------------------|
 LQ0697| PID    Reference Object                     Distance      Geod. Az  |
 LQ0697|                                                           dddmmss.s |
 LQ0697| DD5967 HALLECK RM 1                          9.497 METERS 06827     |
 LQ0697| DD5968 HALLECK RM 2                         10.358 METERS 15427     |
 LQ0697| DD5966 HALLECK AZ MK                                      2404143.5 |
 LQ0697| LQ0298 JUDY                                APPROX. 5.1 KM 2561737.5 |
 LQ0697|---------------------------------------------------------------------|
 LQ0697
 LQ0697                          SUPERSEDED SURVEY CONTROL
 LQ0697
 LQ0697  NAD 83(1986)-  40 58 02.40767(N)    115 24 59.65177(W) AD(       ) 1
 LQ0697  NAD 27      -  40 58 02.69060(N)    115 24 56.43375(W) AD(       ) 1
 LQ0697  NGVD 29 (07/19/86) 1630.7    (m)         5350.     (f) VERT ANG       
 LQ0697
 LQ0697.Superseded values are not recommended for survey control.
 LQ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0697.See file dsdata.txt to determine how the superseded data were derived.
 LQ0697
 LQ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF3323736338(NAD 83)
 LQ0697_MARKER: DS = TRIANGULATION STATION DISK
 LQ0697_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0697_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LQ0697_STAMPING: L.G.S. 1929
 LQ0697_MARK LOGO: USGS  
 LQ0697_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0697+STABILITY: POSITION/ELEVATION WELL
 LQ0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0697+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1992
 LQ0697
 LQ0697  HISTORY     - Date     Condition        Report By
 LQ0697  HISTORY     - 1929     MONUMENTED       USGS
 LQ0697  HISTORY     - 1929     GOOD             USGS
 LQ0697  HISTORY     - 1940     GOOD             USGS
 LQ0697  HISTORY     - 1954     GOOD             CGS
 LQ0697  HISTORY     - 1957     GOOD             CGS
 LQ0697  HISTORY     - 1957     GOOD             NGS
 LQ0697  HISTORY     - 1963     GOOD             USGS
 LQ0697  HISTORY     - 19920703 GOOD             NGS
 LQ0697
 LQ0697                          STATION DESCRIPTION
 LQ0697
 LQ0697'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 LQ0697'LOCATED 0.9 MI NE. ALONG WESTERN PACIFIC RR. TRACKS FROM STATION
 LQ0697'AT HALLECK, ABOUT 0.25 MI E. OF TRACK.  OPOSITE MILEPOST 689, ON
 LQ0697'WEST EDGE OF EAST BANK OF EAST FORK HUMBOLDT RIVER, ON LOW RISE.
 LQ0697'
 LQ0697'NO TO REACH GIVEN.
 LQ0697'
 LQ0697'STATION MARK--STANDARD TABLET STAMPED---LGS 1929---, IN BOULDER
 LQ0697'FLUSH WITH GROUND.
 LQ0697'
 LQ0697'RM 1--STANDARD BRONZE RM TABLET STAMPED---LGS 1929---, IN BOULDER
 LQ0697'FLUSH WITH GROUND.
 LQ0697
 LQ0697                          STATION RECOVERY (1929)
 LQ0697
 LQ0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1929
 LQ0697'RECOVERED IN GOOD CONDITION.
 LQ0697
 LQ0697                          STATION RECOVERY (1940)
 LQ0697
 LQ0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1940 (JCS)
 LQ0697'STATION IS LOCATED ON A LOW, SAGE-COVERED BENCH 1 MILE NE
 LQ0697'OF THE WESTERN PACIFIC RAILROAD DEPOT AT HALLECK, NEVADA, ABOUT
 LQ0697'1/4 MILE E OF MILEPOST 689.
 LQ0697'
 LQ0697'STATION MARK IS A STANDARD U.S.G.S. BRONZE DISK SET IN A
 LQ0697'SMALL, BURIED BOULDER, PROJECTING ABOUT 2 INCHES ABOVE THE
 LQ0697'GROUND AND STAMPED L.G.S. 1929.
 LQ0697'
 LQ0697'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S. BRONZE DISK SET IN
 LQ0697'A BURIED BOULDER, PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE,
 LQ0697'AND ALSO STAMPED L.G.S. 1929.  MEASUREMENTS WERE MADE FROM
 LQ0697'THE STATION MARK TO THE TIP OF THE ARROW IN THE REFERENCE MARK.
 LQ0697'IT IS ABOUT 31 FEET ENE OF THE STATION MARK.
 LQ0697'
 LQ0697'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A SQUARE
 LQ0697'BLOCK OF CONCRETE, PROJECTING ABOUT 7 INCHES ABOVE THE SURFACE.
 LQ0697'IT IS ABOUT 34 FEET SSE OF THE STATION AND IS STAMPED HALLECK
 LQ0697'1940 NO. 2.
 LQ0697'
 LQ0697'AZIMUTH MARK, A STANDARD BRONZE DISK, IS ABOUT 2 MILES, AIR
 LQ0697'LINE, WSW AND IS SET IN THE POINT OF THE CONCRETE ARROW AT
 LQ0697'THE BASE OF BEACON NO. 43, WHICH IS ABOUT 1/4 MILE WSW OF THE
 LQ0697'HALLECK RAILROAD DEPOT.  THE MARK IS STAMPED HALLECK 1940.
 LQ0697'
 LQ0697'TO REACH FROM THE SOUTHERN PACIFIC DEPOT, HALLECK, NEVADA,
 LQ0697'FOLLOW MAIN-TRAVELED ROAD LEADING SE (CROSSING THE WESTERN
 LQ0697'PACIFIC TRACKS) 1.3 MILES.  HERE THE MAIN ROAD TURNS RIGHT
 LQ0697'AT A FENCE CORNER.  TURN LEFT OFF MAIN ROAD AND FOLLOW TRACK
 LQ0697'ROAD 0.35 MILE.  TAKE RIGHT FORK AND CONTINUE 1.2 MILES TO A
 LQ0697'POINT OPPOSITE MILEPOST 689 AND JOG IN RAILROAD FENCE LINE.
 LQ0697'CONTINUE 0.2 MILE.  TURN RIGHT, CROSS COUNTRY, ON LEFT SIDE
 LQ0697'OF OLD FENCE LINE 0.1 MILE TO FENCE CORNER.  TURN RIGHT AND
 LQ0697'FOLLOW ALONG FENCE LINE 0.15 MILE.  TURN LEFT ALONG CREST
 LQ0697'OF RIDGE 0.2 MILE TO SUMMIT AND STATION.
 LQ0697
 LQ0697                          STATION RECOVERY (1954)
 LQ0697
 LQ0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DH)
 LQ0697'FOUND STATION AS DESCRIBED.  MONUMENTS AND MARKS IN GOOD
 LQ0697'CONDITION.
 LQ0697'
 LQ0697'ADDITIONAL REFERENCE DISTANCES FROM STATION--
 LQ0697'
 LQ0697'NUT IN SUPPORT OF LOWER POLE IS 537 FT. W.
 LQ0697'
 LQ0697'ABOVE IS 308 FT. W OF POWER POLE.
 LQ0697'
 LQ0697'ROD AND NAIL IN POWER POLE IS 440 FT. W.
 LQ0697'
 LQ0697'BOLT IN BRACE T.P. OS 417 FT. W.
 LQ0697'
 LQ0697'ROD HEAD IN SIGN ALONG FL TO W IS 605 FT.
 LQ0697'
 LQ0697'NAIL IN BOULDER IN OUTCROP IS 30 FT. SE.
 LQ0697'
 LQ0697'STEEL PIPE IS 540 FT. NW.
 LQ0697
 LQ0697                          STATION RECOVERY (1957)
 LQ0697
 LQ0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0697'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN
 LQ0697'GOOD CONDITION.  THE AZIMUTH MARK, WHICH WAS SET IN THE
 LQ0697'CONCRETE BASE OF AN AIRWAY BEACON, WAS DESTROYED WHEN THE
 LQ0697'BEACON WAS TAKEN DOWN.  THE CONCRETE BASE HAS BEEN BROKEN UP
 LQ0697'AND SCATTERED.  THE ORIGINAL DESCRIPTION IS NO LONGER VERY
 LQ0697'SUITABLE FOR RECOVERY.  A NEW DESCRIPTION FOLLOWS--
 LQ0697'
 LQ0697'THE STATION IS LOCATED ABOUT 20 MILES NORTHEAST OF ELKO,
 LQ0697'ABOUT 1 MILE SOUTHEAST OF U.S. HIGHWAY 40, AND ABOUT 1 MILE
 LQ0697'NORTHEAST OF THE OLD WESTERN PACIFIC DEPOT IN HALLECK.  IT IS
 LQ0697'ON A LOW SAGE-COVERED BENCH.
 LQ0697'
 LQ0697'TO REACH FROM THE WESTERN PACIFIC DEPOT IN HALLECK, GO NORTHEAST
 LQ0697'ALONG THE SOUTHWEST SIDE OF THE RAILROAD TRACKS ON A TRACK
 LQ0697'ROAD FOR 0.9 MILES TO A POINT EVEN WITH MILE POST 689.  TURN
 LQ0697'RIGHT, CROSS COUNTRY, AND GO 0.2 MILE TO STATION.
 LQ0697'
 LQ0697'THE STATION MARK, STAMPED L.G.S. 1929, IS A U.S. GEOLOGICAL
 LQ0697'SURVEY DISK CEMENTED IN A DRILL HOLE IN A BURIED BOULDER.
 LQ0697'IT PROJECTS ABOUT 4 INCHES.
 LQ0697'
 LQ0697'REFERENCE MARK NO. 1, ALSO STAMPED L.G.S. 1929, IS A U.S.
 LQ0697'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A SQUARE CONCRETE
 LQ0697'POST WHICH PROJECTS 1 INCH.  THE MEASUREMENT TO THIS MARK WAS
 LQ0697'MADE TO THE TIP OF THE ARROW.
 LQ0697'
 LQ0697'REFERENCE MARK NO. 2, STAMPED HALLECK NO 2 1940, IS A STANDARD
 LQ0697'COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF A SQUARE
 LQ0697'CONCRETE POST WHICH PROJECTS 8 INCHES.
 LQ0697
 LQ0697                          STATION RECOVERY (1957)
 LQ0697
 LQ0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LQ0697'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-1 STATION 1003
 LQ0697'STATION MARK--STANDARD TABLET STAMPED---L.G.S. 1929---SET IN A SMALL
 LQ0697'BURIED BOULDER PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 LQ0697
 LQ0697                          STATION RECOVERY (1963)
 LQ0697
 LQ0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LQ0697'RECOVERED AS DESCRIBED BY USGS.
 LQ0697'
 LQ0697'1940 NOTE--RECOVERED BY NGS IN 1940.
 LQ0697'
 LQ0697'RM 2--NGS DISK STAMPED---HALLECK 1940 NO 2---, IN SQUARE BLOCK OF
 LQ0697'CONCRETE PROJECTING ABOUT 7 INCHES.
 LQ0697'
 LQ0697'1972 NOTE FROM FORM 9-1165--STATION MARK BADLY DISTURBED, RMS
 LQ0697'DESTROYED.
 LQ0697
 LQ0697                          STATION RECOVERY (1992)
 LQ0697
 LQ0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LQ0697'STATION AND RMS FOUND AS DESCRIBED.  NEW TO REACH FOLLOWS.  THE
 LQ0697'STATION IS LOCATED ABOUT 20 MI (32.19 KM) NE OF ELKO, AND ABOUT 1 MI
 LQ0697'(1.61 KM) SE OF INTERSTATE 80, AND ABOUT 1.5 MI (2.41 KM) NE OF STATE
 LQ0697'RTE 229.  TO REACH FROM I-80, GO 1 MI (1.61 KM) SE ALONG SR229 ACROSS
 LQ0697'THE SOUTHEAST MOST SET OF TRAIN TRCKS.  AT THESE TRACKS ONE CAN DRIVE
 LQ0697'ALONG THE SE SHOULDER OF THE TRACK.  GO 1.6 MI (2.57 KM) NE TO
 LQ0697'MILEPOST 689.  AT THIS POINT GO CROSSCOUNTRY .2 MI (0.32 KM) E TO THE
 LQ0697'STATION AS PREVIOUSLY DESCRIBED.  THE TRAIN DEPOT IN PREVIOUS
 LQ0697'DESCRIPTIONS HAS BEEN REMOVED.  ALSO, A 2 FT (0.61 M) X 2 FT
 LQ0697'(0.61 M) WOODEN BOX HAS BEEN BUILT AROUND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0684 ***********************************************************************
 GR0684  DESIGNATION -  HAM
 GR0684  PID         -  GR0684
 GR0684  STATE/COUNTY-  NV/CLARK
 GR0684  USGS QUAD   -  APEX (1986)
 GR0684
 GR0684                         *CURRENT SURVEY CONTROL
 GR0684  ___________________________________________________________________
 GR0684* NAD 83(1986)-  36 17 26.     (N)    114 59 20.     (W)     SCALED    
 GR0684* NAVD 88     -       652.145  (meters)    2139.58   (feet)  POSTED    
 GR0684  ___________________________________________________________________
 GR0684  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 GR0684  DYNAMIC HT  -         651.490 (meters)    2137.43  (feet)  COMP
 GR0684  MODELED GRAV-     979,604.7   (mgal)                       NAVD 88
 GR0684
 GR0684  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0684
 GR0684.The horizontal coordinates were scaled from a topographic map and have
 GR0684.an estimated accuracy of +/- 6 seconds.
 GR0684
 GR0684.The orthometric height was determined by differential leveling
 GR0684.and adjusted by the National Geodetic Survey in 1992..
 GR0684.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0684.rate of 0.0 thru 1.0 mm/km.
 GR0684
 GR0684.The geoid height was determined by GEOID03.
 GR0684
 GR0684.The dynamic height is computed by dividing the NAVD 88
 GR0684.geopotential number by the normal gravity value computed on the
 GR0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0684.degrees latitude (g = 980.6199 gals.).
 GR0684
 GR0684.The modeled gravity was interpolated from observed gravity values.
 GR0684
 GR0684;                    North         East    Units  Estimated Accuracy
 GR0684;SPC NV E     - 8,171,070.      253,400.      MT  (+/- 180 meters Scaled)
 GR0684
 GR0684                          SUPERSEDED SURVEY CONTROL
 GR0684
 GR0684  NGVD 29 (??/??/92)  651.461  (m)         2137.34   (f) ADJ UNCH    2 0
 GR0684
 GR0684.Superseded values are not recommended for survey control.
 GR0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0684.See file dsdata.txt to determine how the superseded data were derived.
 GR0684
 GR0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA806180(NAD 83)
 GR0684_MARKER: P = PIPE CAP
 GR0684_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0684_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0684_STAMPING: SEE TEXT
 GR0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0684
 GR0684  HISTORY     - Date     Condition        Report By
 GR0684  HISTORY     - 1920     MONUMENTED       USGLO
 GR0684  HISTORY     - 1957     GOOD             NGS
 GR0684
 GR0684                          STATION DESCRIPTION
 GR0684
 GR0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0684'10.85 MI NE FROM LAS VEGAS.
 GR0684'9.9 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0684'NORTH LAS VEGAS, THENCE 0.9 MILE NORTH OF GRADED ROAD, THENCE EAST
 GR0684'0.05 MILE ON TRACK ROAD, 9 FEET NORTHEAST OF WITNESS POST, 33 FEET
 GR0684'SOUTHWEST OF R.M. 1, 33 FEET NORTHWEST OF R.M. 2, 6 FEET EAST OF A
 GR0684'LARGE WHITE POST, A GENERAL LAND OFFICE BRONZE DISK ON TOP OF 2 INCH
 GR0684'SOIL PIPE PROJECTING 1 FOOT.  STAMPED 19 S T 19 S S 13 R 63 E 1920 S
 GR0684'24 S 18 R 62E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0960 ***********************************************************************
 GS0960  DESIGNATION -  HAM
 GS0960  PID         -  GS0960
 GS0960  STATE/COUNTY-  NV/NYE
 GS0960  USGS QUAD   -  CANE SPRING (1986)
 GS0960
 GS0960                         *CURRENT SURVEY CONTROL
 GS0960  ___________________________________________________________________
 GS0960* NAD 83(1994)-  36 45 30.61407(N)    116 05 36.51317(W)     ADJUSTED  
 GS0960* NAVD 88     -      1506.9    (meters)    4944.     (feet)  VERTCON   
 GS0960  ___________________________________________________________________
 GS0960  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 GS0960  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 GS0960
 GS0960  HORZ ORDER  -  THIRD
 GS0960
 GS0960.The horizontal coordinates were established by classical geodetic methods
 GS0960.and adjusted by the National Geodetic Survey in June 1998..
 GS0960
 GS0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0960
 GS0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0960
 GS0960.The geoid height was determined by GEOID03.
 GS0960
 GS0960;                    North         East     Units Scale Factor Converg.
 GS0960;SPC NV C     - 6,222,983.436   551,176.698   MT  0.99993226   +0 20 34.9
 GS0960;SPC NV C     -20,416,571.49  1,808,318.88   sFT  0.99993226   +0 20 34.9
 GS0960;UTM  11      - 4,068,466.055   580,914.288   MT  0.99968066   +0 32 33.1
 GS0960
 GS0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0960!SPC NV C     -   0.99976781  x   0.99993226  =   0.99970009
 GS0960!UTM  11      -   0.99976781  x   0.99968066  =   0.99944855
 GS0960
 GS0960|---------------------------------------------------------------------|
 GS0960| PID    Reference Object                     Distance      Geod. Az  |
 GS0960|                                                           dddmmss.s |
 GS0960| CS8781 HAM RM 1                              6.169 METERS 23923     |
 GS0960| CS8782 HAM RM 2                              7.498 METERS 34734     |
 GS0960|---------------------------------------------------------------------|
 GS0960
 GS0960                          SUPERSEDED SURVEY CONTROL
 GS0960
 GS0960  NAD 83(1992)-  36 45 30.61937(N)    116 05 36.51800(W) AD(1991.35) 3
 GS0960  NAD 83(1992)-  36 45 30.62406(N)    116 05 36.51947(W) AD(       ) 3
 GS0960  NGVD 29 (02/14/94) 1506.0    (m)         4941.     (f) VERT ANG       
 GS0960
 GS0960.Superseded values are not recommended for survey control.
 GS0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0960.See file dsdata.txt to determine how the superseded data were derived.
 GS0960
 GS0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA8091468466(NAD 83)
 GS0960_MARKER: DS = TRIANGULATION STATION DISK
 GS0960_SETTING: 80 = SET IN A BOULDER
 GS0960_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GS0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0960+STABILITY: SURFACE MOTION
 GS0960
 GS0960  HISTORY     - Date     Condition        Report By
 GS0960  HISTORY     - 1959     MONUMENTED       USGS
 GS0960
 GS0960                          STATION DESCRIPTION
 GS0960
 GS0960'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GS0960'LOCATED ABOUT 12 MI SW. OF SOUTH END OF YUCCA LAKE, ABOUT 9 MI
 GS0960'NW. OF MERCURY.  ON HIGHEST POINT OF SMALL TOP AT SOUTHEAST END OF
 GS0960'HAMPEL HILL.
 GS0960'
 GS0960'REACHED BY HELICOPTER.
 GS0960'
 GS0960'STATION MARK--STANDARD TABLET STAMPED---HAM 1959---, CEMENTED IN
 GS0960'DRILL HOLE IN TOP OF ROCK IN PLACE ON HIGHEST POINT OF TOP.
 GS0960'
 GS0960'RM 1--STANDARD RM TABLET STAMPED---NO 1 1959---, CEMENTED IN DRILL
 GS0960'HOLE IN TOP OF ROCK IN PLACE.
 GS0960'
 GS0960'RM 2--STANDARD RM TABLET STAMPED---NO 2 1959---, CEMENTED IN DRILL
 GS0960'HOLE IN TOP OF ROCK IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0682 ***********************************************************************
 GR0682  DESIGNATION -  HAM RM 1
 GR0682  PID         -  GR0682
 GR0682  STATE/COUNTY-  NV/CLARK
 GR0682  USGS QUAD   -  APEX (1986)
 GR0682
 GR0682                         *CURRENT SURVEY CONTROL
 GR0682  ___________________________________________________________________
 GR0682* NAD 83(1986)-  36 17 26.     (N)    114 59 20.     (W)     SCALED    
 GR0682* NAVD 88     -       652.048  (meters)    2139.26   (feet)  POSTED    
 GR0682  ___________________________________________________________________
 GR0682  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 GR0682  DYNAMIC HT  -         651.390 (meters)    2137.10  (feet)  COMP
 GR0682  MODELED GRAV-     979,604.7   (mgal)                       NAVD 88
 GR0682
 GR0682  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0682
 GR0682.The horizontal coordinates were scaled from a topographic map and have
 GR0682.an estimated accuracy of +/- 6 seconds.
 GR0682
 GR0682.The orthometric height was determined by differential leveling
 GR0682.and adjusted by the National Geodetic Survey in 1992..
 GR0682.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0682.rate of 0.0 thru 1.0 mm/km.
 GR0682
 GR0682.The geoid height was determined by GEOID03.
 GR0682
 GR0682.The dynamic height is computed by dividing the NAVD 88
 GR0682.geopotential number by the normal gravity value computed on the
 GR0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0682.degrees latitude (g = 980.6199 gals.).
 GR0682
 GR0682.The modeled gravity was interpolated from observed gravity values.
 GR0682
 GR0682;                    North         East    Units  Estimated Accuracy
 GR0682;SPC NV E     - 8,171,070.      253,400.      MT  (+/- 180 meters Scaled)
 GR0682
 GR0682                          SUPERSEDED SURVEY CONTROL
 GR0682
 GR0682  NGVD 29 (??/??/92)  651.364  (m)         2137.02   (f) ADJ UNCH    2 0
 GR0682
 GR0682.Superseded values are not recommended for survey control.
 GR0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0682.See file dsdata.txt to determine how the superseded data were derived.
 GR0682
 GR0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA806180(NAD 83)
 GR0682_MARKER: DR = REFERENCE MARK DISK
 GR0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0682_STAMPING: HAM NO 1 1957
 GR0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0682+STABILITY: SURFACE MOTION
 GR0682
 GR0682  HISTORY     - Date     Condition        Report By
 GR0682  HISTORY     - 1957     MONUMENTED       CGS
 GR0682
 GR0682                          STATION DESCRIPTION
 GR0682
 GR0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0682'10.85 MI NE FROM LAS VEGAS.
 GR0682'9.9 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0682'NORTH LAS VEGAS, THENCE 0.9 MILE NORTH ON GRADED ROAD, THEN EAST 0.05
 GR0682'MILE ON TRACK ROAD, 163 FEET NORTHWEST OF SECTION CORNER T 19 S, R 62
 GR0682'E, R 63 E, S 18, S 24, S 19, 1933, 33 FEET NORTHEAST OF STATION, 43
 GR0682'FEET NORTH OF R.M. 2, SET IN A SQUARE CONCRETE POST PROJECTING 2
 GR0682'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0683 ***********************************************************************
 GR0683  DESIGNATION -  HAM RM 2
 GR0683  PID         -  GR0683
 GR0683  STATE/COUNTY-  NV/CLARK
 GR0683  USGS QUAD   -  APEX (1986)
 GR0683
 GR0683                         *CURRENT SURVEY CONTROL
 GR0683  ___________________________________________________________________
 GR0683* NAD 83(1986)-  36 17 27.     (N)    114 59 20.     (W)     SCALED    
 GR0683* NAVD 88     -       651.720  (meters)    2138.18   (feet)  POSTED    
 GR0683  ___________________________________________________________________
 GR0683  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 GR0683  DYNAMIC HT  -         651.060 (meters)    2136.02  (feet)  COMP
 GR0683  MODELED GRAV-     979,604.6   (mgal)                       NAVD 88
 GR0683
 GR0683  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0683
 GR0683.The horizontal coordinates were scaled from a topographic map and have
 GR0683.an estimated accuracy of +/- 6 seconds.
 GR0683
 GR0683.The orthometric height was determined by differential leveling
 GR0683.and adjusted by the National Geodetic Survey in 1992..
 GR0683.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0683.rate of 0.0 thru 1.0 mm/km.
 GR0683
 GR0683.The geoid height was determined by GEOID03.
 GR0683
 GR0683.The dynamic height is computed by dividing the NAVD 88
 GR0683.geopotential number by the normal gravity value computed on the
 GR0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0683.degrees latitude (g = 980.6199 gals.).
 GR0683
 GR0683.The modeled gravity was interpolated from observed gravity values.
 GR0683
 GR0683;                    North         East    Units  Estimated Accuracy
 GR0683;SPC NV E     - 8,171,100.      253,400.      MT  (+/- 180 meters Scaled)
 GR0683
 GR0683                          SUPERSEDED SURVEY CONTROL
 GR0683
 GR0683  NGVD 29 (??/??/92)  651.036  (m)         2135.94   (f) ADJ UNCH    2 0
 GR0683
 GR0683.Superseded values are not recommended for survey control.
 GR0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0683.See file dsdata.txt to determine how the superseded data were derived.
 GR0683
 GR0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA806180(NAD 83)
 GR0683_MARKER: DR = REFERENCE MARK DISK
 GR0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0683_STAMPING: HAM NO 2 1957
 GR0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0683+STABILITY: SURFACE MOTION
 GR0683
 GR0683  HISTORY     - Date     Condition        Report By
 GR0683  HISTORY     - 1957     MONUMENTED       CGS
 GR0683
 GR0683                          STATION DESCRIPTION
 GR0683
 GR0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0683'10.85 MI NE FROM LAS VEGAS.
 GR0683'9.9 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0683'NORTH LAS VEGAS, THENCE NORTH 0.9 MILE ON GRADED ROAD, THENCE 0.05
 GR0683'MILE ON TRACK ROAD, 123 FEET NORTHWEST OF SECTION CORNER T 19 S, R 62
 GR0683'E, R 63 E, S 18, S 24, S 19, 1933, 33 FEET EAST OF STATION, 43 FEET
 GR0683'SOUTH OF R.M. 1, SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1826 ***********************************************************************
 GR1826  DESIGNATION -  HANK
 GR1826  PID         -  GR1826
 GR1826  STATE/COUNTY-  NV/CLARK
 GR1826  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR1826
 GR1826                         *CURRENT SURVEY CONTROL
 GR1826  ___________________________________________________________________
 GR1826* NAD 83(1994)-  36 49 50.67332(N)    114 16 22.77908(W)     ADJUSTED  
 GR1826* NAVD 88     -       817.5    (meters)    2682.     (feet)  VERTCON   
 GR1826  ___________________________________________________________________
 GR1826  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 GR1826  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 GR1826
 GR1826  HORZ ORDER  -  SECOND
 GR1826
 GR1826.The horizontal coordinates were established by classical geodetic methods
 GR1826.and adjusted by the National Geodetic Survey in June 1998..
 GR1826
 GR1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1826
 GR1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1826
 GR1826.The geoid height was determined by GEOID03.
 GR1826
 GR1826;                    North         East     Units Scale Factor Converg.
 GR1826;SPC NV E     - 8,231,647.324   316,884.699   MT  1.00006826   +0 47 08.1
 GR1826;SPC NV E     -27,006,662.93  1,039,645.88   sFT  1.00006826   +0 47 08.1
 GR1826;UTM  11      - 4,079,567.270   743,201.069   MT  1.00032872   +1 38 07.8
 GR1826
 GR1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1826!SPC NV E     -   0.99987584  x   1.00006826  =   0.99994409
 GR1826!UTM  11      -   0.99987584  x   1.00032872  =   1.00020452
 GR1826
 GR1826|---------------------------------------------------------------------|
 GR1826| PID    Reference Object                     Distance      Geod. Az  |
 GR1826|                                                           dddmmss.s |
 GR1826| CC5365 HANK RM 1                             3.727 METERS 05743     |
 GR1826| CC5364 HANK AZ MK                                         1735523.0 |
 GR1826| CC5366 HANK RM 2                             7.160 METERS 29632     |
 GR1826| GR1830 LOS ANGELES SALT LK AWY BCN 32      APPROX. 3.7 KM 3194820.1 |
 GR1826|---------------------------------------------------------------------|
 GR1826
 GR1826                          SUPERSEDED SURVEY CONTROL
 GR1826
 GR1826  NAD 83(1994)-  36 49 50.67270(N)    114 16 22.77799(W) AD(       ) 2
 GR1826  NAD 83(1992)-  36 49 50.67191(N)    114 16 22.77872(W) AD(       ) 2
 GR1826  NAD 83(1986)-  36 49 50.66673(N)    114 16 22.77591(W) AD(       ) 2
 GR1826  NAD 27      -  36 49 50.76310(N)    114 16 19.86920(W) AD(       ) 2
 GR1826  NGVD 29 (07/19/86)  816.8    (m)         2680.     (f) VERT ANG       
 GR1826
 GR1826.Superseded values are not recommended for survey control.
 GR1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1826.See file dsdata.txt to determine how the superseded data were derived.
 GR1826
 GR1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA4320179567(NAD 83)
 GR1826_MARKER: DS = TRIANGULATION STATION DISK
 GR1826_SETTING: 66 = SET IN ROCK OUTCROP
 GR1826
 GR1826  HISTORY     - Date     Condition        Report By
 GR1826  HISTORY     - 1957     MONUMENTED       CGS
 GR1826
 GR1826                          STATION DESCRIPTION
 GR1826
 GR1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1826'THE STATION IS LOCATED ON THE HIGHEST OF TWO VOLCANIC LOOKING
 GR1826'PEAKS AND THE MOST NORTHERLY AND WESTERLY OF A RANGE OF LOW
 GR1826'REDDISH LOOKING HILLS AND THESE ARE THE HIGHEST POINTS SOUTHEAST
 GR1826'OF AIRWAYS BEACON 32.  ABOUT 12 MILES WEST OF MESQUITE, 22
 GR1826'MILES NORTHEAST OF OVERTON, NEVADA AND 5 MILES NORTH OF U.S.
 GR1826'HIGHWAY 91.
 GR1826'
 GR1826'THE STATION IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 GR1826'BEDROCK ABOUT 2 FEET LOWER THAN THE HIGHEST POINT OF THE HILL
 GR1826'AND IT IS STAMPED HANK 1956 AND IT IS FLUSH WITH THE GROUND
 GR1826'SURFACE.  IT IS 13 FEET SOUTH SOUTHWEST OF A 4 BY 4 INCH WHITE
 GR1826'WITNESS POST.
 GR1826'
 GR1826'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE
 GR1826'IN OUTCROPPING BEDROCK AND IS ABOUT 3 FEET HIGHER THAN THE STATION.
 GR1826'IT IS STAMPED HANK NO 1 1956.
 GR1826'
 GR1826'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 GR1826'OUTCROPPING BEDROCK AND IT IS ABOUT 3 FEET HIGHER THAN THE
 GR1826'STATION.  IT IS STAMPED HANK NO 2 1956.
 GR1826'
 GR1826'AZIMUTH MARK IS ABOUT 12 FEET NORTH OF EAST WEST TRACK ROAD
 GR1826'THAT RUNS ON THE SOUTH SIDE OF A RAVINE ABOUT 3 FEET EAST OF A
 GR1826'4 BY 4 INCH WHITE WITNESS POST AND IT IS A STANDARD DISK SET
 GR1826'IN A DRILL HOLE IN A BOULDER WHICH HAS BEEN EMBEDDED IN CEMENT
 GR1826'IN A LARGE HOLE.  IT IS STAMPED HANK 1956.
 GR1826'
 GR1826'TO REACH FROM THE POST OFFICE IN MESQUITE, GO WESTERLY ON U.S.
 GR1826'HIGHWAY 91 (TOWARDS GLENDALE) FOR 12.5 MILE TO THE TOP AND
 GR1826'EASTERN EDGE ON MORMON MESA AND A HIGHWAY SIGN CAUTION DRIFTING
 GR1826'SAND, TURN RIGHT (NORTH) GO 0.05 MILE TO A CROSSROADS, CONTINUE
 GR1826'NORTH ACROSS ROAD FOLLOW MAIN TRACK NORTH AND NORTHEAST TOWARDS
 GR1826'A RANGE OF LOW REDDISH HILLS TO A DEEP RAVINE RUNNING EAST AND
 GR1826'WEST THENCE LEFT WEST ALONG SOUTH SIDE OF RAVINE TO THE
 GR1826'AZIMUTH MARK FOR 3.0 MILE, FROM THE AZIMUTH FOLLOW TRACK ROAD
 GR1826'WEST TO SHALLOW CROSSING OF RAVINE THENCE NORTH ACROSS
 GR1826'RAVINE, THEN BEAR NORTH AND NORTHEAST TOWARDS THE TWO
 GR1826'VOLCANIC LOOKING PEAKS, BEAR LEFT WEST AROUND SIDE OF
 GR1826'WESTERLY PEAK TO THE NORTHWEST SLOPE AND ETT. FROM HERE
 GR1826'PACK SOUTHEAST UP STEEP SLOPE FOR ABOUT 2 MINUTES TO TOP OF
 GR1826'HIGHEST PEAK AND STATION.
 GR1826'
 GR1826'NOTE--FROM AZIMUTH MARK TO STATION MILAGE IS ABOUT 1.75 MILE AND
 GR1826'4 WHEEL DRIVE VEHICLE IS DESIRABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0834 ***********************************************************************
 MT0834  DESIGNATION -  HANK
 MT0834  PID         -  MT0834
 MT0834  STATE/COUNTY-  NV/ELKO
 MT0834  USGS QUAD   -  HANKS CREEK NE (1967)
 MT0834
 MT0834                         *CURRENT SURVEY CONTROL
 MT0834  ___________________________________________________________________
 MT0834* NAD 83(1994)-  41 24 55.81779(N)    115 18 49.77193(W)     ADJUSTED  
 MT0834* NAVD 88     -      2085.3    (meters)    6842.     (feet)  VERTCON   
 MT0834  ___________________________________________________________________
 MT0834  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 MT0834  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 MT0834
 MT0834  HORZ ORDER  -  SECOND
 MT0834
 MT0834.The horizontal coordinates were established by classical geodetic methods
 MT0834.and adjusted by the National Geodetic Survey in June 1998..
 MT0834
 MT0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0834
 MT0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0834
 MT0834.The geoid height was determined by GEOID03.
 MT0834
 MT0834;                    North         East     Units Scale Factor Converg.
 MT0834;SPC NV E     - 8,739,821.145   222,529.851   MT  0.99990624   +0 10 41.8
 MT0834;SPC NV E     -28,673,896.54    730,083.35   sFT  0.99990624   +0 10 41.8
 MT0834;UTM  11      - 4,586,255.624   640,918.143   MT  0.99984439   +1 06 56.2
 MT0834
 MT0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0834!SPC NV E     -   0.99967564  x   0.99990624  =   0.99958191
 MT0834!UTM  11      -   0.99967564  x   0.99984439  =   0.99952008
 MT0834
 MT0834|---------------------------------------------------------------------|
 MT0834| PID    Reference Object                     Distance      Geod. Az  |
 MT0834|                                                           dddmmss.s |
 MT0834| DD5973 HANK RM 2                             8.223 METERS 00221     |
 MT0834| DD5972 HANK RM 1                             5.730 METERS 16015     |
 MT0834| MT0837 CAMP                                APPROX.15.2 KM 2075004.5 |
 MT0834|---------------------------------------------------------------------|
 MT0834
 MT0834                          SUPERSEDED SURVEY CONTROL
 MT0834
 MT0834  NAD 83(1994)-  41 24 55.81469(N)    115 18 49.76713(W) AD(       ) 2
 MT0834  NAD 83(1986)-  41 24 55.81455(N)    115 18 49.76668(W) AD(       ) 2
 MT0834  NAD 27      -  41 24 56.11821(N)    115 18 46.54358(W) AD(       ) 2
 MT0834  NGVD 29 (07/19/86) 2084.1    (m)         6838.     (f) VERT ANG       
 MT0834
 MT0834.Superseded values are not recommended for survey control.
 MT0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0834.See file dsdata.txt to determine how the superseded data were derived.
 MT0834
 MT0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF4091886256(NAD 83)
 MT0834_MARKER: DD = SURVEY DISK
 MT0834_SETTING: 66 = SET IN ROCK OUTCROP
 MT0834_SP_SET: PARTIALLY EXPOSED BEDROCK
 MT0834
 MT0834  HISTORY     - Date     Condition        Report By
 MT0834  HISTORY     - 1967     MONUMENTED       USGS
 MT0834
 MT0834                          STATION DESCRIPTION
 MT0834
 MT0834'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (SHS)
 MT0834'LOCATED ABOUT 28 MI. NW. OF WELLS AND 24 MI. N. OF DEETH ON THE
 MT0834'FIRST RIDGE OF HILLS ON THE W. SIDE OF THE MARYS RIVER.  AT THE N.
 MT0834'END OF A ROCKY OUTCROP, ABOUT 30 FT. N. AND 4 FT. LOWER THAN
 MT0834'HIGHEST POINT.
 MT0834'
 MT0834'REACHED BY HELICOPTER.
 MT0834'
 MT0834'CAN BE REACHED BY TRUCK OR JEEP FROM THE MALA VISTA RANCH TO
 MT0834'WITHIN ABOUT 100 YARDS OF THE STATION.
 MT0834'
 MT0834'STATION MARK--STANDARD TABLET STAMPED HANK 1967 SET IN SOLID ROCK.
 MT0834'
 MT0834'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED HANK
 MT0834'R.M. 1 1967, CEMENTED IN SOLID ROCK.
 MT0834'
 MT0834'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 MT0834'HANK NO 2 1962, CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1388 ***********************************************************************
 FS1388  DESIGNATION -  HANNA
 FS1388  PID         -  FS1388
 FS1388  STATE/COUNTY-  NV/CLARK
 FS1388  USGS QUAD   -  SLOAN SE (1989)
 FS1388
 FS1388                         *CURRENT SURVEY CONTROL
 FS1388  ___________________________________________________________________
 FS1388* NAD 83(1994)-  35 49 44.83777(N)    115 05 14.97375(W)     ADJUSTED  
 FS1388* NAVD 88     -      1293.2    (meters)    4243.     (feet)  VERTCON   
 FS1388  ___________________________________________________________________
 FS1388  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 FS1388  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FS1388
 FS1388  HORZ ORDER  -  THIRD
 FS1388
 FS1388.The horizontal coordinates were established by classical geodetic methods
 FS1388.and adjusted by the National Geodetic Survey in June 1998..
 FS1388
 FS1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1388
 FS1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1388
 FS1388.The geoid height was determined by GEOID03.
 FS1388
 FS1388;                    North         East     Units Scale Factor Converg.
 FS1388;SPC NV E     - 8,119,825.616   244,798.764   MT  0.99992472   +0 17 24.9
 FS1388;SPC NV E     -26,639,794.54    803,143.94   sFT  0.99992472   +0 17 24.9
 FS1388;UTM  11      - 3,966,683.902   672,751.007   MT  0.99996774   +1 07 11.3
 FS1388
 FS1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1388!SPC NV E     -   0.99980153  x   0.99992472  =   0.99972626
 FS1388!UTM  11      -   0.99980153  x   0.99996774  =   0.99976927
 FS1388
 FS1388|---------------------------------------------------------------------|
 FS1388| PID    Reference Object                     Distance      Geod. Az  |
 FS1388|                                                           dddmmss.s |
 FS1388| CS5961 HANNA RM 2                            9.385 METERS 06809     |
 FS1388| CS5960 HANNA RM 1                            8.702 METERS 17353     |
 FS1388|---------------------------------------------------------------------|
 FS1388
 FS1388                          SUPERSEDED SURVEY CONTROL
 FS1388
 FS1388  NAD 83(1992)-  35 49 44.83729(N)    115 05 14.97571(W) AD(1991.35) 3
 FS1388  NAD 83(1992)-  35 49 44.83666(N)    115 05 14.97560(W) AD(       ) 3
 FS1388  NAD 83(1992)-  35 49 44.83517(N)    115 05 14.97526(W) AD(       ) 3
 FS1388  NAD 83(1986)-  35 49 44.83441(N)    115 05 14.96337(W) AD(       ) 3
 FS1388  NGVD 29 (05/21/91) 1292.4    (m)         4240.     (f) VERT ANG       
 FS1388
 FS1388.Superseded values are not recommended for survey control.
 FS1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1388.See file dsdata.txt to determine how the superseded data were derived.
 FS1388
 FS1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV7275166684(NAD 83)
 FS1388_MARKER: DS = TRIANGULATION STATION DISK
 FS1388_SETTING: 80 = SET IN A BOULDER
 FS1388_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FS1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1388+STABILITY: SURFACE MOTION
 FS1388
 FS1388  HISTORY     - Date     Condition        Report By
 FS1388  HISTORY     - 1958     MONUMENTED       USGS
 FS1388
 FS1388                          STATION DESCRIPTION
 FS1388
 FS1388'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FS1388'LOCATED ABOUT 13.5 MI ENE. OF JEAN, 9 MI ESE. OF ERIE.  ON FLAT
 FS1388'RIDGE THAT DIVIDES TO S. AND E., ABOUT 200 FT S. OF CREST OF
 FS1388'RIDGE RUNNING E., 100 FT E. OF CREST OF RIDGE RUNNING S.
 FS1388'
 FS1388'REACHED BY HELICOPTER.
 FS1388'
 FS1388'STATION MARK--STANDARD TABLET STAMPED---HANNA 1958---, CEMENTED IN
 FS1388'DRILL HOLE IN ROCK.
 FS1388'
 FS1388'RM 1--COPPER NAIL AND WASHER CEMENTED IN ROCK.
 FS1388'
 FS1388'RM 2--COPPER NAIL AND WASHER CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0337 ***********************************************************************
 KP0337  DESIGNATION -  HANSON
 KP0337  PID         -  KP0337
 KP0337  STATE/COUNTY-  NV/WHITE PINE
 KP0337  USGS QUAD   -  CAVE MOUNTAIN (1993)
 KP0337
 KP0337                         *CURRENT SURVEY CONTROL
 KP0337  ___________________________________________________________________
 KP0337* NAD 83(1994)-  39 10 32.44466(N)    114 30 24.92564(W)     ADJUSTED  
 KP0337* NAVD 88     -      1780.1    (meters)    5840.     (feet)  VERTCON   
 KP0337  ___________________________________________________________________
 KP0337  X           -  -2,054,269.034 (meters)                     COMP
 KP0337  Y           -  -4,506,238.845 (meters)                     COMP
 KP0337  Z           -   4,008,566.741 (meters)                     COMP
 KP0337  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 KP0337  ELLIP HEIGHT-        1759.66  (meters)          (06/11/98) GPS OBS
 KP0337  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 KP0337
 KP0337  HORZ ORDER  -  FIRST
 KP0337  ELLP ORDER  -  FOURTH    CLASS I
 KP0337
 KP0337.The horizontal coordinates were established by classical geodetic methods
 KP0337.and adjusted by the National Geodetic Survey in June 1998..
 KP0337
 KP0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0337
 KP0337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KP0337
 KP0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0337
 KP0337.The ellipsoidal height was determined by GPS observations
 KP0337.and is referenced to NAD 83.
 KP0337
 KP0337.The geoid height was determined by GEOID03.
 KP0337
 KP0337;                    North         East     Units Scale Factor Converg.
 KP0337;SPC NV E     - 8,491,651.852   293,006.280   MT  1.00000648   +0 40 48.1
 KP0337;SPC NV E     -27,859,694.45    961,304.77   sFT  1.00000648   +0 40 48.1
 KP0337;UTM  11      - 4,339,232.971   715,358.849   MT  1.00017110   +1 34 31.7
 KP0337
 KP0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0337!SPC NV E     -   0.99972400  x   1.00000648  =   0.99973048
 KP0337!UTM  11      -   0.99972400  x   1.00017110  =   0.99989505
 KP0337
 KP0337|---------------------------------------------------------------------|
 KP0337| PID    Reference Object                     Distance      Geod. Az  |
 KP0337|                                                           dddmmss.s |
 KP0337| DD5974 HANSON RM 1                          14.884 METERS 03255     |
 KP0337| KP0323 BALDY MTN CAIRN                     APPROX.23.5 KM 1371522.1 |
 KP0337| DD5519 ROUTE STA 484+48.45 ROW                            1905709.4 |
 KP0337| DD5975 HANSON RM 2                          26.091 METERS 30014     |
 KP0337|---------------------------------------------------------------------|
 KP0337
 KP0337                          SUPERSEDED SURVEY CONTROL
 KP0337
 KP0337  NAD 83(1994)-  39 10 32.44465(N)    114 30 24.92564(W) AD(       ) 1
 KP0337  NAD 83(1986)-  39 10 32.44243(N)    114 30 24.93408(W) AD(       ) 1
 KP0337  NAD 27      -  39 10 32.64900(N)    114 30 21.91090(W) AD(       ) 1
 KP0337  NGVD 29 (05/03/93) 1778.9    (m)         5836.     (f) GPS OBS        
 KP0337
 KP0337.Superseded values are not recommended for survey control.
 KP0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0337.See file dsdata.txt to determine how the superseded data were derived.
 KP0337
 KP0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD1535939233(NAD 83)
 KP0337_MARKER: DS = TRIANGULATION STATION DISK
 KP0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0337_SP_SET: CONCRETE POST
 KP0337_STAMPING: HANSON 1957
 KP0337_MARK LOGO: CGS   
 KP0337_MAGNETIC: N = NO MAGNETIC MATERIAL
 KP0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0337+STABILITY: SURFACE MOTION
 KP0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0337+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1992
 KP0337
 KP0337  HISTORY     - Date     Condition        Report By
 KP0337  HISTORY     - 1957     MONUMENTED       CGS
 KP0337  HISTORY     - 1957     GOOD             CGS
 KP0337  HISTORY     - 19920709 GOOD             NOS
 KP0337  HISTORY     - 19920709 GOOD             NOS
 KP0337
 KP0337                          STATION DESCRIPTION
 KP0337
 KP0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KP0337'STATION IS LOCATED IN SPRING VALLEY, AIRLINE, ABOUT 20 MILES
 KP0337'EAST SOUTHEAST OF ELY, 11 MILES NORTH NORTHEAST OF THE JUNCTION
 KP0337'OF U.S. HIGHWAYS 6 AND 93 AND 0.2 MILE WEST OF THE SPRING
 KP0337'VALLEY ROAD.
 KP0337'
 KP0337'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 KP0337'HIGHWAYS 6 AND 93, WHICH IS 26.3 MILES SOUTHEAST OF ELY BY ROAD,
 KP0337'GO EAST ON U.S. HIGHWAY 6 FOR 1.9 MILES TO A SIDE ROAD ON THE
 KP0337'LEFT.  TURN LEFT AS PER SIGN SPRING VALLEY ROAD, AND GO 8.9
 KP0337'MILES TO THE NEVADA DEPT OF HIGHWAYS MARK WHICH IS USED FOR THE
 KP0337'AZIMUTH MARK.  CONTINUE NORTH AND GO 0.5 MILE TO A SIDE ROAD
 KP0337'ON THE LEFT JUST AFTER CROSSING A WASH.  TURN LEFT AND FOLLOW
 KP0337'THE TRACK ROAD NORTHWESTERLY FOR 0.4 MILE TO THE STATION ON
 KP0337'THE RIGHT.
 KP0337'
 KP0337'STATION MARK, STAMPED HANSON 1957, IS A STANDARD DISK SET IN
 KP0337'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 KP0337'INCHES.  IT IS 68 FEET SOUTH OF A CEDAR TREE LINED WASH AND
 KP0337'10.8 FEET WEST SOUTHWEST OF A WITNESS POST.
 KP0337'
 KP0337'REFERENCE MARK NUMBER 1, STAMPED HANSON NO 1 1957, IS A STANDARD
 KP0337'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, PROJECTING
 KP0337'6 INCHES AND AT ABOUT THE SAME ELEVATION AS THE STATION.  IT
 KP0337'IS 30 FEET SOUTH OF THE SOUTH BANK OF THE CEDAR TREE LINED
 KP0337'WASH.
 KP0337'
 KP0337'REFERENCE MARK NUMBER 2, STAMPED HANSON NO 2 1957, IS A STANDARD
 KP0337'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, PROJECTING
 KP0337'8 INCHES AND ABOUT 2 FEET HIGHER THAN THE STATION.
 KP0337'
 KP0337'NEVADA DEPT OF HIGHWAYS MARK, USED FOR THE AZIMUTH MARK, IS
 KP0337'A BRONZE DISK SET IN A CIRCULAR MASS OF CONCRETE 18 INCHES
 KP0337'IN DIAMETER AND PROJECTING 1 INCH.  IT IS STAMPED NO 484 48.45
 KP0337'50 05 AND IS 48 FEET WEST OF THE CENTERLINE OF THE ROAD AND
 KP0337'60 FEET EAST OF A WHITE POST OF THE NEVADA DEPT. OF HIGHWAYS.
 KP0337'
 KP0337'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 KP0337
 KP0337                          STATION RECOVERY (1957)
 KP0337
 KP0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 KP0337'RECOVERED IN GOOD CONDITION.
 KP0337
 KP0337                          STATION RECOVERY (1992)
 KP0337
 KP0337'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 KP0337'RECOVERED IN GOOD CONDITION.
 KP0337
 KP0337                          STATION RECOVERY (1992)
 KP0337
 KP0337'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 KP0337'RECOVERED ON THIS DATE.
 KP0337'NEW TO REACH FOLLOWS.
 KP0337'FROM THE JUNCTION OF US HIGHWAYS 6 AND 93 (26.3 MISE OF ELY ON HIGHWAY
 KP0337'6) GO EAST ON US HWY 6 FOR 1.9 MI (3.06 KM) TO A SIDE ROAD ON LEFT.
 KP0337'TURN LEFT ON STATE RTE 893 (SPRING VALLEY ROAD), PROCEED 4.8 MI
 KP0337'(7.72 KM) TO THE NORTH SET OF POWER LINES, THEN 3.9 MI (6.28 KM) TO A
 KP0337'CORRAL ON LEFT, 1.5 MI (2.41 KM) TO A CATTLE GUARD IN ROAD AND THEN
 KP0337'0.9 MI (1.45 KM) TO A TRACK ROAD ON LEFT. FOLLOW TRACK ROAD KEEPING
 KP0337'TO RIGHT SET OF TRACKS FOR 0.4 MI (0.64 KM) TO THE STATION 150 FT
 KP0337'(45.72 M) EAST OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1020 ***********************************************************************
 GR1020  DESIGNATION -  HAPPY
 GR1020  PID         -  GR1020
 GR1020  STATE/COUNTY-  NV/CLARK
 GR1020  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1020
 GR1020                         *CURRENT SURVEY CONTROL
 GR1020  ___________________________________________________________________
 GR1020* NAD 83(1994)-  36 02 50.33725(N)    115 10 53.19865(W)     ADJUSTED  
 GR1020* NAVD 88     -       693.92   (+/-2cm)    2276.6    (feet)  VERTCON   
 GR1020  ___________________________________________________________________
 GR1020  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 GR1020  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GR1020
 GR1020  HORZ ORDER  -  SECOND
 GR1020  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GR1020
 GR1020.The horizontal coordinates were established by classical geodetic methods
 GR1020.and adjusted by the National Geodetic Survey in June 1998..
 GR1020
 GR1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1020.The vertical order pertains to the NGVD 29 superseded value.
 GR1020
 GR1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1020
 GR1020.The geoid height was determined by GEOID03.
 GR1020
 GR1020;                    North         East     Units Scale Factor Converg.
 GR1020;SPC NV E     - 8,143,994.825   236,210.631   MT  0.99991615   +0 14 11.4
 GR1020;SPC NV E     -26,719,089.69    774,967.71   sFT  0.99991615   +0 14 11.4
 GR1020;UTM  11      - 3,990,726.594   663,812.690   MT  0.99993066   +1 04 13.3
 GR1020
 GR1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1020!SPC NV E     -   0.99989549  x   0.99991615  =   0.99981165
 GR1020!UTM  11      -   0.99989549  x   0.99993066  =   0.99982616
 GR1020
 GR1020|---------------------------------------------------------------------|
 GR1020| PID    Reference Object                     Distance      Geod. Az  |
 GR1020|                                                           dddmmss.s |
 GR1020| GR1019 HAPPY RM 1                           11.207 METERS 02621     |
 GR1020| GR1026 WAY                                 APPROX. 3.8 KM 1782250.1 |
 GR1020| GR1021 HAPPY RM 2                            8.828 METERS 28554     |
 GR1020|---------------------------------------------------------------------|
 GR1020
 GR1020                          SUPERSEDED SURVEY CONTROL
 GR1020
 GR1020  NAD 83(1992)-  36 02 50.33599(N)    115 10 53.20391(W) AD(       ) 2
 GR1020  NAD 83(1992)-  36 02 50.33470(N)    115 10 53.20339(W) AD(       ) 2
 GR1020  NAD 83(1986)-  36 02 50.33097(N)    115 10 53.18900(W) AD(       ) 2
 GR1020  NAD 27      -  36 02 50.43070(N)    115 10 50.19920(W) AD(       ) 2
 GR1020  NGVD 29 (??/??/92)  693.218  (m)         2274.33   (f) ADJ UNCH    2 0
 GR1020
 GR1020.Superseded values are not recommended for survey control.
 GR1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1020.See file dsdata.txt to determine how the superseded data were derived.
 GR1020
 GR1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6381390727(NAD 83)
 GR1020_MARKER: DS = TRIANGULATION STATION DISK
 GR1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1020_STAMPING: HAPPY 1957
 GR1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1020+STABILITY: SURFACE MOTION
 GR1020
 GR1020  HISTORY     - Date     Condition        Report By
 GR1020  HISTORY     - 1957     MONUMENTED       CGS
 GR1020  HISTORY     - 1957     GOOD             CGS
 GR1020  HISTORY     - 1966     SEE DESCRIPTION  CGS
 GR1020  HISTORY     - 1966     GOOD             NGS
 GR1020  HISTORY     - 1969     SEE DESCRIPTION  CGS
 GR1020  HISTORY     - 1973     SEE DESCRIPTION  NGS
 GR1020  HISTORY     - 1983     GOOD             NGS
 GR1020  HISTORY     - 1983     GOOD             USGS
 GR1020
 GR1020                          STATION DESCRIPTION
 GR1020
 GR1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR1020'THE STATION IS ABOUT 9 MILES SOUTH-SOUTHWEST OF DOWNTOWN LAS
 GR1020'VEGAS, 3-1/2 MILES NORTHEAST OF ARDEN, 1/2 MILE WEST OF U.S.
 GR1020'HIGHWAY 91 AND ABOUT 100 YARDS SOUTHEAST OF THE HAPPY TIME
 GR1020'RANCH HOUSE.  IT IS ON THE WEST SIDE OF A NORTH-SOUTH BLADED
 GR1020'ROAD AND ON THE HIGHEST POINT OF A SANDY KNOLL WHICH IS THE
 GR1020'HIGHEST POINT IN THE IMMEDIATE VICINITY.
 GR1020'
 GR1020'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 91 AND BOND ROAD AT THE
 GR1020'TROPICANA HOTEL, GO SOUTH ON U.S. HIGHWAY 91 FOR 3.55 MILES
 GR1020'TO THE BLUE DIAMOND ROAD INTERSECTION.  TURN RIGHT, WEST,
 GR1020'ON THE BLUE DIAMOND ROAD FOR 0.55 MILE TO A BLADED ROAD
 GR1020'RIGHT.  TURN RIGHT, NORTH, AS PER SIGN HAPPY TIME RANCH AND
 GR1020'GO 0.2 MILE TO THE STATION SITE ON THE WEST SIDE OF THE ROAD.
 GR1020'
 GR1020'THE STATION, UNDERGROUND AND REFERENCE MARKS 1 AND 2 ARE
 GR1020'STANDARD DISKS SET IN CONCRETE POSTS.
 GR1020'
 GR1020'THE STATION MARK, STAMPED HAPPY 1957, PROJECTS ABOUT 2 INCHES.
 GR1020'IT IS 38 FEET WEST OF THE APPROXIMATE CENTER OF THE NORTH-SOUTH
 GR1020'ROAD AND 11.8 FEET WEST OF A WITNESS POST.
 GR1020'
 GR1020'REFERENCE MARK 1, STAMPED HAPPY NO 1 1957, PROJECTS ABOUT
 GR1020'1 INCH.  IT IS 21-1/2 FEET WEST OF THE APPROXIMATE CENTER OF
 GR1020'THE ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 GR1020'
 GR1020'REFERENCE MARK 2, STAMPED HAPPY NO 2 1957, IS FLUSH WITH
 GR1020'THE GROUND AND ABOUT 6 INCHES LOWER THAN THE STATION.
 GR1020
 GR1020                          STATION RECOVERY (1957)
 GR1020
 GR1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GR1020'9.0 MI S FROM LAS VEGAS.
 GR1020'9.0 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE CITY HALL AT LAS VEGAS,
 GR1020'THENCE 0.55 MILE SOUTHWEST ON BLUE DIAMOND ROAD TO SIGN HAPPY TIME
 GR1020'RANCH, THENCE NORTH ON BLADED ROAD 0.2 MILE TO MARK, 37 FEET WEST OF
 GR1020'CENTER OF GRADED ROAD, 36.8 FEET SOUTH OF R.M. 1, 29 FEET EAST OF R.M.
 GR1020'2, 12 FEET WEST OF WITNESS POST, SET IN SQUARE CONCRETE POST
 GR1020'PROJECTING 2 INCHES ABOVE GROUND.
 GR1020
 GR1020                          STATION RECOVERY (1966)
 GR1020
 GR1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 GR1020'THE STATION MARK AND REFERENCE MARK 2 WAS RECOVERED AND FOUND
 GR1020'TO BE IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND LAYING
 GR1020'ON THE GROUND AND THE DISK WAS REMOVED AND DESTROYED.  THE
 GR1020'STATION IS NOW LOCATED ON THE INTERSTATE HIGHWAY RIGHT OF WAY
 GR1020'AND ADDITIONAL INFORMATION FOLLOWS.
 GR1020'
 GR1020'THE STATION IS LOCATED ALONG THE WEST SIDE OF INTERSTATE
 GR1020'HIGHWAY 15, ABOUT 0.1 MILE NORTH OF THE BLUE DIAMOND INTERCHANGE,
 GR1020'83.5 FEET WEST OF THE WEST EDGE OF THE EXIT ROAD TO BLUE
 GR1020'DIAMOND ROAD, 15.0 FEET EAST OF A NORTH-SOUTH FENCE LINE, AND
 GR1020'12 FEET WEST OF A WITNESS POST.
 GR1020'
 GR1020'THE ORIGINAL DESCRIPTION IS FOUND IN QUAD BOOK 361152, STATION
 GR1020'1006.
 GR1020
 GR1020                          STATION RECOVERY (1966)
 GR1020
 GR1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GR1020'RECOVERED IN GOOD CONDITION.
 GR1020
 GR1020                          STATION RECOVERY (1969)
 GR1020
 GR1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 GR1020'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH REFERENCE
 GR1020'MARK 2 AS DESCRIBED IN THE 1966 RECOVERY NOTE BY J.V. TEATER.
 GR1020'
 GR1020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.6 MILES
 GR1020'SOUTH OF LAS VEGAS.
 GR1020
 GR1020                          STATION RECOVERY (1973)
 GR1020
 GR1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 GR1020'THE STATION AND R.M. 2 WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 GR1020'
 GR1020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 GR1020'SW OF LAS VEGAS.
 GR1020
 GR1020                          STATION RECOVERY (1983)
 GR1020
 GR1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAH)
 GR1020'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 GR1020'MARKS WERE NOT SEARCHED FOR.
 GR1020'
 GR1020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 GR1020'SOUTH-SOUTHWEST OF DOWNTOWN LAS VEGAS.
 GR1020
 GR1020                          STATION RECOVERY (1983)
 GR1020
 GR1020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 GR1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1021 ***********************************************************************
 GR1021  DESIGNATION -  HAPPY RM 2
 GR1021  PID         -  GR1021
 GR1021  STATE/COUNTY-  NV/CLARK
 GR1021  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1021
 GR1021                         *CURRENT SURVEY CONTROL
 GR1021  ___________________________________________________________________
 GR1021* NAD 83(1986)-  36 02 50.     (N)    115 10 53.     (W)     SCALED    
 GR1021* NAVD 88     -       693.82   (+/-2cm)    2276.3    (feet)  VERTCON   
 GR1021  ___________________________________________________________________
 GR1021  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GR1021
 GR1021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GR1021
 GR1021.The horizontal coordinates were scaled from a topographic map and have
 GR1021.an estimated accuracy of +/- 6 seconds.
 GR1021
 GR1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1021.The vertical order pertains to the NGVD 29 superseded value.
 GR1021
 GR1021.The geoid height was determined by GEOID03.
 GR1021
 GR1021;                    North         East    Units  Estimated Accuracy
 GR1021;SPC NV E     - 8,143,980.      236,220.      MT  (+/- 180 meters Scaled)
 GR1021
 GR1021                          SUPERSEDED SURVEY CONTROL
 GR1021
 GR1021  NGVD 29 (??/??/92)  693.117  (m)         2274.00   (f) ADJ UNCH    2 0
 GR1021
 GR1021.Superseded values are not recommended for survey control.
 GR1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1021.See file dsdata.txt to determine how the superseded data were derived.
 GR1021
 GR1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV638907(NAD 83)
 GR1021_MARKER: DR = REFERENCE MARK DISK
 GR1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1021_STAMPING: HAPPY NO 2 1957
 GR1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1021+STABILITY: SURFACE MOTION
 GR1021
 GR1021  HISTORY     - Date     Condition        Report By
 GR1021  HISTORY     - 1957     MONUMENTED       CGS
 GR1021  HISTORY     - 1966     GOOD             NGS
 GR1021
 GR1021                          STATION DESCRIPTION
 GR1021
 GR1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR1021'9.0 MI S FROM LAS VEGAS.
 GR1021'9.0 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE CITY HALL AT LAS VEGAS,
 GR1021'THENCE 0.55 MILE SOUTHWEST ON BLUE DIAMOND ROAD TO SIGN HAPPY TIME
 GR1021'RANCH, THENCE NORTH ON BLADED ROAD 0.2 MILE TO MARK, 74 FEET WEST OF
 GR1021'CENTER OF GRADED ROAD, 29 FEET WEST OF STATION, SET IN SQUARE CONCRETE
 GR1021'POST FLUSH WITH GROUND.
 GR1021
 GR1021                          STATION RECOVERY (1966)
 GR1021
 GR1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GR1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0063 ***********************************************************************
 HQ0063  DESIGNATION -  HARD TARGET
 HQ0063  PID         -  HQ0063
 HQ0063  STATE/COUNTY-  NV/NYE
 HQ0063  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0063
 HQ0063                         *CURRENT SURVEY CONTROL
 HQ0063  ___________________________________________________________________
 HQ0063* NAD 83(1994)-  37 50 00.89501(N)    116 43 37.19502(W)     ADJUSTED  
 HQ0063* NAVD 88     -      1627.216  (meters)    5338.62   (feet)  ADJUSTED  
 HQ0063  ___________________________________________________________________
 HQ0063  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 HQ0063  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0063  DYNAMIC HT  -        1625.398 (meters)    5332.66  (feet)  COMP
 HQ0063  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 HQ0063
 HQ0063  HORZ ORDER  -  FIRST
 HQ0063  VERT ORDER  -  FIRST     CLASS II
 HQ0063
 HQ0063.The horizontal coordinates were established by classical geodetic methods
 HQ0063.and adjusted by the National Geodetic Survey in June 1998..
 HQ0063
 HQ0063.The orthometric height was determined by differential leveling
 HQ0063.and adjusted by the National Geodetic Survey in June 1991..
 HQ0063
 HQ0063.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0063
 HQ0063.The geoid height was determined by GEOID03.
 HQ0063
 HQ0063.The dynamic height is computed by dividing the NAVD 88
 HQ0063.geopotential number by the normal gravity value computed on the
 HQ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0063.degrees latitude (g = 980.6199 gals.).
 HQ0063
 HQ0063.The modeled gravity was interpolated from observed gravity values.
 HQ0063
 HQ0063;                    North         East     Units Scale Factor Converg.
 HQ0063;SPC NV C     - 6,342,135.632   494,689.475   MT  0.99990035   -0 02 13.2
 HQ0063;SPC NV C     -20,807,489.99  1,622,993.72   sFT  0.99990035   -0 02 13.2
 HQ0063;UTM  11      - 4,187,385.957   524,022.878   MT  0.99960711   +0 10 02.8
 HQ0063
 HQ0063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0063!SPC NV C     -   0.99974869  x   0.99990035  =   0.99964906
 HQ0063!UTM  11      -   0.99974869  x   0.99960711  =   0.99935590
 HQ0063
 HQ0063|---------------------------------------------------------------------|
 HQ0063| PID    Reference Object                     Distance      Geod. Az  |
 HQ0063|                                                           dddmmss.s |
 HQ0063| HQ0064 HARD TARGET RM 1                     22.864 METERS 05227     |
 HQ0063| HQ0725 CZR TB 28                           142.080 METERS 11111     |
 HQ0063| HQ0724 CZR TB 27                           133.601 METERS 11755     |
 HQ0063| HQ0723 CZR TB 26                           127.195 METERS 12529     |
 HQ0063| HQ0721 CZR TB 25 S                         123.289 METERS 13336     |
 HQ0063| HQ0722 CZR TB 25 N                         123.184 METERS 13336     |
 HQ0063| HQ0720 CZR TB 24 N                         121.873 METERS 14211     |
 HQ0063| HQ0719 CZR TB 24 S                         121.983 METERS 14211     |
 HQ0063| HQ0065 HARD TARGET RM 2                     22.862 METERS 14227     |
 HQ0063| HQ0717 CZR TB 23 S                         123.308 METERS 15043     |
 HQ0063| HQ0718 CZR TB 23 N                         123.210 METERS 15044     |
 HQ0063| HQ0716 CZR TB 22                           127.224 METERS 15854     |
 HQ0063| HQ0762 CZR TB 40                           293.781 METERS 16309     |
 HQ0063| HQ0760 CZR 23 07                           293.063 METERS 16337     |
 HQ0063| HQ0715 CZR TB 21                           133.636 METERS 16626     |
 HQ0063| HQ0713 CZR TB 19                           158.328 METERS 17211     |
 HQ0063| HQ0714 CZR TB 20                           142.084 METERS 17308     |
 HQ0063| HQ0712 CZR TB 18                           145.350 METERS 17510     |
 HQ0063| HQ0758 CZR TB 39 N                         150.468 METERS 17809     |
 HQ0063| HQ0711 CZR TB 17                           132.810 METERS 17845     |
 HQ0063| HQ0710 CZR TB 16                           120.873 METERS 18303     |
 HQ0063| HQ0757 CZR TB 38 N                         161.903 METERS 18324     |
 HQ0063| HQ0754 CZR TB 37 N                         174.527 METERS 18756     |
 HQ0063| HQ0709 CZR TB 15                           109.817 METERS 18816     |
 HQ0063| HQ0753 CZR TB 36 N                         188.001 METERS 19150     |
 HQ0063| HQ0708 CZR TB 14                            99.975 METERS 19435     |
 HQ0063| HQ0750 CZR TB 35 N                         212.064 METERS 19710     |
 HQ0063| HQ0707 CZR TB 13                            91.355 METERS 20207     |
 HQ0063| HQ0706 CZR TB 12                            84.778 METERS 21108     |
 HQ0063| HQ0705 CZR TB 11                            80.558 METERS 22117     |
 HQ0063| HQ0704 CZR TB 10                            79.137 METERS 23212     |
 HQ0063| HQ0066 HARD TARGET RM 3                     22.861 METERS 23227     |
 HQ0063| HQ0703 CZR TB 9                             80.577 METERS 24303     |
 HQ0063| HQ0702 CZR TB 8                             84.807 METERS 25313     |
 HQ0063| HQ0701 CZR TB 7                             91.406 METERS 26211     |
 HQ0063| HQ0748 CZR TB 34 S                         214.312 METERS 26649     |
 HQ0063| HQ0700 CZR TB 6                             99.972 METERS 26946     |
 HQ0063| HQ0747 CZR TB 33 S                         194.737 METERS 27051     |
 HQ0063| HQ0699 CZR TB 5                            109.901 METERS 27605     |
 HQ0063| HQ0698 CZR TB 4                            120.916 METERS 28118     |
 HQ0063| HQ0697 CZR TB 3                            132.785 METERS 28537     |
 HQ0063| HQ0696 CZR TB 2                            145.305 METERS 28910     |
 HQ0063| HQ0695 CZR TB 1                            158.324 METERS 29211     |
 HQ0063| HQ0746 CZR TB 32                           140.531 METERS 29215     |
 HQ0063| HQ0742 CZR 23 08                           292.879 METERS 30057     |
 HQ0063| HQ0741 CZR TB 44                           293.596 METERS 30126     |
 HQ0063| HQ0745 CZR TB 31                           130.116 METERS 30136     |
 HQ0063| HQ0008 FORK                                APPROX. 2.4 KM 3132053.7 |
 HQ0063| HQ0067 HARD TARGET RM 4                     22.863 METERS 32227     |
 HQ0063| HQ0738 CZR TB 30                           130.167 METERS 34247     |
 HQ0063| HQ0060 REB TARGET                          APPROX. 0.6 KM 3490837.3 |
 HQ0063| HQ0737 CZR TB 29                           140.594 METERS 35206     |
 HQ0063|---------------------------------------------------------------------|
 HQ0063
 HQ0063                          SUPERSEDED SURVEY CONTROL
 HQ0063
 HQ0063  NAD 83(1986)-  37 50 00.89170(N)    116 43 37.20317(W) AD(       ) 1
 HQ0063  NAD 27      -  37 50 01.11726(N)    116 43 33.97647(W) AD(       ) 1
 HQ0063  NGVD 29 (07/19/86) 1626.11   (m)         5335.0    (f) LEVELING    3  
 HQ0063
 HQ0063.Superseded values are not recommended for survey control.
 HQ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0063.See file dsdata.txt to determine how the superseded data were derived.
 HQ0063
 HQ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2402387386(NAD 83)
 HQ0063_MARKER: DB = BENCH MARK DISK
 HQ0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0063_SP_SET: CONCRETE PAD
 HQ0063_STAMPING: HARD TARGET 1968
 HQ0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0063
 HQ0063  HISTORY     - Date     Condition        Report By
 HQ0063  HISTORY     - 1968     MONUMENTED       CGS
 HQ0063  HISTORY     - 1968     GOOD             CGS
 HQ0063
 HQ0063                          STATION DESCRIPTION
 HQ0063
 HQ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0063'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS
 HQ0063'ABOUT 30 MILES SOUTH-SOUTHEAST OF TONOPAH, 4 MILES
 HQ0063'SOUTH-SOUTHEAST OF POINT ABLE, 3-1/2 MILES NORTH-NORTHEAST
 HQ0063'OF THE TEST RANGE HEADQUARTERS AND ON THE SOUTH SIDE OF A DRY
 HQ0063'LAKE BED, LOCALLY KNOWN AS MAIN LAKE.  IN THE APPROXIMATE
 HQ0063'CENTER OF A LARGE CONCRETE PAD, WITH THE CENTER OF THE PAD
 HQ0063'PAINTED BLACK AND ORANGE.
 HQ0063'
 HQ0063'TO REACH THE STATION FROM THE TEST RANGE HEADQUARTERS GO NORTH
 HQ0063'ON SURFACED ROAD FOR 0.1 MILE TO WHERE SURFACED ROAD TURNS
 HQ0063'EAST, TURN RIGHT EAST ON SURFACED ROAD FOR 0.05 MILE TO A
 HQ0063'CROSSROAD, CONTINUE AHEAD NORTHEAST ON SURFACED ROAD FOR
 HQ0063'3.1 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO NORTHERLY
 HQ0063'FOR 0.05 MILE TO THE SOUTH SIDE OF A LARGE CONCRETE PAD,
 HQ0063'CONTINUE AHEAD FOR 0.05 MILE TO THE APPROXIMATE CENTER OF
 HQ0063'CONCRETE PAD AND THE STATION.
 HQ0063'
 HQ0063'STATION MARK IS A STANDARD DISK, STAMPED HARD TARGET 1968,
 HQ0063'CEMENTED IN A DRILL HOLE IN THE APPROXIMATE CENTER OF A LARGE
 HQ0063'CONCRETE PAD, IN THE CENTER OF A LARGE ORANGE AND BLACK PAINTED
 HQ0063'CIRCLE WHICH IS 104 FEET IN DIAMETER.
 HQ0063'
 HQ0063'REFERENCE MARK 1, IS A STANDARD DISK STAMPED HARD TARGET NO
 HQ0063'1 1968, CEMENTED IN A DRILL HOLE IN A LARGE CONCRETE PAD,
 HQ0063'ON THE OUT SIDE EDGE OF A LARGE ORANGE AND BLACK PAINTED CIRCLE.
 HQ0063'
 HQ0063'REFERENCE MARK 2, IS A STANDARD DISK STAMPED HARD TARGET
 HQ0063'NO 2 1968, CEMENTED IN A DRILL HOLE IN A LARGE CONCRETE
 HQ0063'PAD, ON THE OUT SIDE EDGE OF A LARGE ORANGE AND BLACK PAINTED
 HQ0063'CIRCLE.
 HQ0063'
 HQ0063'REFERENCE MARK 3, IS A STANDARD DISK STAMPED HARD TARGET
 HQ0063'NO 3 1968, CEMENTED IN A DRILL HOLE IN A LARGE CONCRETE PAD,
 HQ0063'ON THE OUT SIDE EDGE OF A LARGE ORANGE AND BLACK PAINTED CIRCLE.
 HQ0063'
 HQ0063'REFERENCE MARK 4, IS A STANDARD DISK STAMPED HARD TARGET
 HQ0063'NO 4 1968, CEMENTED IN A DRILL HOLE IN A LARGE CONCRETE PAD,
 HQ0063'ON THE OUT SIDE EDGE OF A LARGE ORANGE AND BLACK PAINTED CIRCLE.
 HQ0063'
 HQ0063'NOTE.  NO AZIMUTH MARK WAS SET AT THIS STATION.
 HQ0063'
 HQ0063'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 HQ0063
 HQ0063                          STATION RECOVERY (1968)
 HQ0063
 HQ0063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0063'30 MI SSE FROM TONOPAH.
 HQ0063'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS ABOUT
 HQ0063'30 MILES SOUTH-SOUTHEAST OF TONOPAH, 4 MILES SOUTH-SOUTHEAST
 HQ0063'OF POINT ABLE.  3 1/2 MILES N-NE OF THE TEST RANGE HEADQUARTERS
 HQ0063'AND ON THE S SIDE OF A DRY LAKE BED, LOCALLY KNOWN AS MAIN LAKE.
 HQ0063'IN THE APPROXIMATE CENTER OF A LARGE CONCRETE PAD, WITH THE
 HQ0063'CENTER OF THE PAD PAINTED BLACK AND ORANGE TO REACH THE STATION
 HQ0063'FROM THE TEST RANGE HEADQUARTERS GO NORTH ON SURFACE ROAD FOR
 HQ0063'0.1 MILE TO WHERE SURFACED ROAD TURNS EAST, TURN RIGHT E ON
 HQ0063'SURFACED ROAD FOR 0.05 MILE TO A CROSSROAD, CONTINUE AHEAD
 HQ0063'NE ON SURFACED ROAD FOR 3.1 MILES TO A SIDE ROAD ON THE LEFT,
 HQ0063'TURN LEFT AND GO NORTHERLY FOR 0.05 MI. TO THE SOUTH SIDE OF A
 HQ0063'LARGE CONCRETE PAD, CONTINUE AHEAD FOR 0.05 MILE TO THE
 HQ0063'APPROXIMATE CENTER OF CONCRETE PAD AND THE STATION.  CEMENTED
 HQ0063'IN A DRILL HOLE IN THE APPROXIMATE CENTER OF A LARGE CONCRETE
 HQ0063'PAD, IN THE CENTER OF A LARGE ORANGE AND BLACK PAINTED CIRCLE
 HQ0063'WHICH IS 104 FT. IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0064 ***********************************************************************
 HQ0064  DESIGNATION -  HARD TARGET RM 1
 HQ0064  PID         -  HQ0064
 HQ0064  STATE/COUNTY-  NV/NYE
 HQ0064  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0064
 HQ0064                         *CURRENT SURVEY CONTROL
 HQ0064  ___________________________________________________________________
 HQ0064* NAD 83(1986)-  37 49 56.     (N)    116 43 34.     (W)     SCALED    
 HQ0064* NAVD 88     -      1627.087  (meters)    5338.20   (feet)  ADJUSTED  
 HQ0064  ___________________________________________________________________
 HQ0064  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0064  DYNAMIC HT  -        1625.268 (meters)    5332.23  (feet)  COMP
 HQ0064  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0064
 HQ0064  VERT ORDER  -  FIRST     CLASS II
 HQ0064
 HQ0064.The horizontal coordinates were scaled from a topographic map and have
 HQ0064.an estimated accuracy of +/- 6 seconds.
 HQ0064
 HQ0064.The orthometric height was determined by differential leveling
 HQ0064.and adjusted by the National Geodetic Survey in June 1991..
 HQ0064
 HQ0064.The geoid height was determined by GEOID03.
 HQ0064
 HQ0064.The dynamic height is computed by dividing the NAVD 88
 HQ0064.geopotential number by the normal gravity value computed on the
 HQ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0064.degrees latitude (g = 980.6199 gals.).
 HQ0064
 HQ0064.The modeled gravity was interpolated from observed gravity values.
 HQ0064
 HQ0064;                    North         East    Units  Estimated Accuracy
 HQ0064;SPC NV C     - 6,341,990.      494,770.      MT  (+/- 180 meters Scaled)
 HQ0064
 HQ0064                          SUPERSEDED SURVEY CONTROL
 HQ0064
 HQ0064.No superseded survey control is available for this station.
 HQ0064
 HQ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB241872(NAD 83)
 HQ0064_MARKER: DR = REFERENCE MARK DISK
 HQ0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0064_SP_SET: CONCRETE PAD
 HQ0064_STAMPING: HARD TARGET NO 1 1968
 HQ0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0064
 HQ0064  HISTORY     - Date     Condition        Report By
 HQ0064  HISTORY     - 1968     MONUMENTED       CGS
 HQ0064
 HQ0064                          STATION DESCRIPTION
 HQ0064
 HQ0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0064'30 MI SSE FROM TONOPAH.
 HQ0064'CEMENTED IN DRILL HOLE IN A LARGE CONCRETE PAD, ON THE OUT SIDE
 HQ0064'EDGE OF A LARGE ORANGE AND BLACK PAINTED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0065 ***********************************************************************
 HQ0065  DESIGNATION -  HARD TARGET RM 2
 HQ0065  PID         -  HQ0065
 HQ0065  STATE/COUNTY-  NV/NYE
 HQ0065  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0065
 HQ0065                         *CURRENT SURVEY CONTROL
 HQ0065  ___________________________________________________________________
 HQ0065* NAD 83(1986)-  37 49 56.     (N)    116 43 34.     (W)     SCALED    
 HQ0065* NAVD 88     -      1627.308  (meters)    5338.93   (feet)  ADJUSTED  
 HQ0065  ___________________________________________________________________
 HQ0065  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0065  DYNAMIC HT  -        1625.489 (meters)    5332.96  (feet)  COMP
 HQ0065  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0065
 HQ0065  VERT ORDER  -  FIRST     CLASS II
 HQ0065
 HQ0065.The horizontal coordinates were scaled from a topographic map and have
 HQ0065.an estimated accuracy of +/- 6 seconds.
 HQ0065
 HQ0065.The orthometric height was determined by differential leveling
 HQ0065.and adjusted by the National Geodetic Survey in June 1991..
 HQ0065
 HQ0065.The geoid height was determined by GEOID03.
 HQ0065
 HQ0065.The dynamic height is computed by dividing the NAVD 88
 HQ0065.geopotential number by the normal gravity value computed on the
 HQ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0065.degrees latitude (g = 980.6199 gals.).
 HQ0065
 HQ0065.The modeled gravity was interpolated from observed gravity values.
 HQ0065
 HQ0065;                    North         East    Units  Estimated Accuracy
 HQ0065;SPC NV C     - 6,341,990.      494,770.      MT  (+/- 180 meters Scaled)
 HQ0065
 HQ0065                          SUPERSEDED SURVEY CONTROL
 HQ0065
 HQ0065.No superseded survey control is available for this station.
 HQ0065
 HQ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB241872(NAD 83)
 HQ0065_MARKER: DR = REFERENCE MARK DISK
 HQ0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0065_SP_SET: CONCRETE PAD
 HQ0065_STAMPING: HARD TARGET NO 2 1968
 HQ0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0065
 HQ0065  HISTORY     - Date     Condition        Report By
 HQ0065  HISTORY     - 1968     MONUMENTED       CGS
 HQ0065
 HQ0065                          STATION DESCRIPTION
 HQ0065
 HQ0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0065'30 MI SSE FROM TONOPAH.
 HQ0065'CEMENTED IN A DRILL HOLE IN A LARGE CONCRETE PAD, ON THE OUTSIDE
 HQ0065'EDGE OF A LARGE ORANGE AND BLACK PAINTED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0066 ***********************************************************************
 HQ0066  DESIGNATION -  HARD TARGET RM 3
 HQ0066  PID         -  HQ0066
 HQ0066  STATE/COUNTY-  NV/NYE
 HQ0066  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0066
 HQ0066                         *CURRENT SURVEY CONTROL
 HQ0066  ___________________________________________________________________
 HQ0066* NAD 83(1986)-  37 49 56.     (N)    116 43 34.     (W)     SCALED    
 HQ0066* NAVD 88     -      1627.339  (meters)    5339.03   (feet)  ADJUSTED  
 HQ0066  ___________________________________________________________________
 HQ0066  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0066  DYNAMIC HT  -        1625.520 (meters)    5333.06  (feet)  COMP
 HQ0066  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0066
 HQ0066  VERT ORDER  -  FIRST     CLASS II
 HQ0066
 HQ0066.The horizontal coordinates were scaled from a topographic map and have
 HQ0066.an estimated accuracy of +/- 6 seconds.
 HQ0066
 HQ0066.The orthometric height was determined by differential leveling
 HQ0066.and adjusted by the National Geodetic Survey in June 1991..
 HQ0066
 HQ0066.The geoid height was determined by GEOID03.
 HQ0066
 HQ0066.The dynamic height is computed by dividing the NAVD 88
 HQ0066.geopotential number by the normal gravity value computed on the
 HQ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0066.degrees latitude (g = 980.6199 gals.).
 HQ0066
 HQ0066.The modeled gravity was interpolated from observed gravity values.
 HQ0066
 HQ0066;                    North         East    Units  Estimated Accuracy
 HQ0066;SPC NV C     - 6,341,990.      494,770.      MT  (+/- 180 meters Scaled)
 HQ0066
 HQ0066                          SUPERSEDED SURVEY CONTROL
 HQ0066
 HQ0066.No superseded survey control is available for this station.
 HQ0066
 HQ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB241872(NAD 83)
 HQ0066_MARKER: DR = REFERENCE MARK DISK
 HQ0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0066_SP_SET: CONCRETE PAD
 HQ0066_STAMPING: HARD TARGET NO 3 1968
 HQ0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0066
 HQ0066  HISTORY     - Date     Condition        Report By
 HQ0066  HISTORY     - 1968     MONUMENTED       CGS
 HQ0066
 HQ0066                          STATION DESCRIPTION
 HQ0066
 HQ0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0066'30 MI SSE FROM TONOPAH.
 HQ0066'CEMENTED IN A DRILL HOLE IN A LARGE CONCRETE PAD, ON THE OUTSIDE
 HQ0066'EDGE OF A LARGE ORANGE AND BLACK PAINTED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0067 ***********************************************************************
 HQ0067  DESIGNATION -  HARD TARGET RM 4
 HQ0067  PID         -  HQ0067
 HQ0067  STATE/COUNTY-  NV/NYE
 HQ0067  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0067
 HQ0067                         *CURRENT SURVEY CONTROL
 HQ0067  ___________________________________________________________________
 HQ0067* NAD 83(1986)-  37 49 56.     (N)    116 43 34.     (W)     SCALED    
 HQ0067* NAVD 88     -      1627.127  (meters)    5338.33   (feet)  ADJUSTED  
 HQ0067  ___________________________________________________________________
 HQ0067  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0067  DYNAMIC HT  -        1625.308 (meters)    5332.36  (feet)  COMP
 HQ0067  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0067
 HQ0067  VERT ORDER  -  FIRST     CLASS II
 HQ0067
 HQ0067.The horizontal coordinates were scaled from a topographic map and have
 HQ0067.an estimated accuracy of +/- 6 seconds.
 HQ0067
 HQ0067.The orthometric height was determined by differential leveling
 HQ0067.and adjusted by the National Geodetic Survey in June 1991..
 HQ0067
 HQ0067.The geoid height was determined by GEOID03.
 HQ0067
 HQ0067.The dynamic height is computed by dividing the NAVD 88
 HQ0067.geopotential number by the normal gravity value computed on the
 HQ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0067.degrees latitude (g = 980.6199 gals.).
 HQ0067
 HQ0067.The modeled gravity was interpolated from observed gravity values.
 HQ0067
 HQ0067;                    North         East    Units  Estimated Accuracy
 HQ0067;SPC NV C     - 6,341,990.      494,770.      MT  (+/- 180 meters Scaled)
 HQ0067
 HQ0067                          SUPERSEDED SURVEY CONTROL
 HQ0067
 HQ0067.No superseded survey control is available for this station.
 HQ0067
 HQ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB241872(NAD 83)
 HQ0067_MARKER: DR = REFERENCE MARK DISK
 HQ0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0067_SP_SET: CONCRETE PAD
 HQ0067_STAMPING: HARD TARGET NO 4 1968
 HQ0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0067
 HQ0067  HISTORY     - Date     Condition        Report By
 HQ0067  HISTORY     - 1968     MONUMENTED       CGS
 HQ0067
 HQ0067                          STATION DESCRIPTION
 HQ0067
 HQ0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0067'30 MI SSE FROM TONOPAH.
 HQ0067'CEMENTED IN A DRILL HOLE IN A LARGE CONCRETE PAD, ON THE OUTSIDE
 HQ0067'EDGE OF A LARGE ORANGE AND BLACK PAINTED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0843 ***********************************************************************
 MT0843  DESIGNATION -  HARE
 MT0843  PID         -  MT0843
 MT0843  STATE/COUNTY-  NV/ELKO
 MT0843  USGS QUAD   -  COAL MINE CANYON SE (1971)
 MT0843
 MT0843                         *CURRENT SURVEY CONTROL
 MT0843  ___________________________________________________________________
 MT0843* NAD 83(1994)-  41 00 21.08031(N)    115 33 51.15731(W)     ADJUSTED  
 MT0843* NAVD 88     -      1686.6    (meters)    5533.     (feet)  VERTCON   
 MT0843  ___________________________________________________________________
 MT0843  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 MT0843  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 MT0843
 MT0843  HORZ ORDER  -  SECOND
 MT0843
 MT0843.The horizontal coordinates were established by classical geodetic methods
 MT0843.and adjusted by the National Geodetic Survey in June 1998..
 MT0843
 MT0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0843
 MT0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0843
 MT0843.The geoid height was determined by GEOID03.
 MT0843
 MT0843;                    North         East     Units Scale Factor Converg.
 MT0843;SPC NV E     - 8,694,295.993   201,608.611   MT  0.99990003   +0 00 45.2
 MT0843;SPC NV E     -28,524,536.10    661,444.25   sFT  0.99990003   +0 00 45.2
 MT0843;UTM  11      - 4,540,399.853   620,743.202   MT  0.99977943   +0 56 31.9
 MT0843
 MT0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0843!SPC NV E     -   0.99973836  x   0.99990003  =   0.99963842
 MT0843!UTM  11      -   0.99973836  x   0.99977943  =   0.99951785
 MT0843
 MT0843|---------------------------------------------------------------------|
 MT0843| PID    Reference Object                     Distance      Geod. Az  |
 MT0843|                                                           dddmmss.s |
 MT0843| DD5979 HARE RM 1                             7.937 METERS 06619     |
 MT0843| MT0830 TRIDAY                              APPROX. 6.3 KM 0785107.5 |
 MT0843| DD5980 HARE RM 2                             9.035 METERS 16456     |
 MT0843|---------------------------------------------------------------------|
 MT0843
 MT0843                          SUPERSEDED SURVEY CONTROL
 MT0843
 MT0843  NAD 83(1986)-  41 00 21.08052(N)    115 33 51.15123(W) AD(       ) 2
 MT0843  NAD 27      -  41 00 21.36960(N)    115 33 47.91617(W) AD(       ) 2
 MT0843  NGVD 29 (07/19/86) 1685.4    (m)         5530.     (f) VERT ANG       
 MT0843
 MT0843.Superseded values are not recommended for survey control.
 MT0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0843.See file dsdata.txt to determine how the superseded data were derived.
 MT0843
 MT0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF2074340400(NAD 83)
 MT0843_MARKER: DS = TRIANGULATION STATION DISK
 MT0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0843_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MT0843
 MT0843  HISTORY     - Date     Condition        Report By
 MT0843  HISTORY     - 1957     MONUMENTED       CGS
 MT0843
 MT0843                          STATION DESCRIPTION
 MT0843
 MT0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0843'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF ELKO AND ABOUT
 MT0843'4 MILES NORTH OF U.S. HIGHWAY 40.  IT IS ON THE EAST SIDE OF A
 MT0843'FAIRLY HIGH RIDGE, ABOUT 150 YARDS SOUTH-SOUTHEAST OF A HIGHER
 MT0843'POINT.  IT OVERLOOKS THE VALLEY OF THE NORTH FORK OF THE HUMBOLDT
 MT0843'RIVER TO THE EAST.
 MT0843'
 MT0843'TO REACH FROM THE COURTHOUSE IN ELKO, GO NORTHEAST ON U.S. HIGHWAY
 MT0843'40 FOR 12.6 MILES TO A CROSS ROAD AT SIGN RYNDON.  TURN LEFT (NORTH)
 MT0843'AND FOLLOW GRADED ROAD FOR 3.7 MILES TO A SIDE ROAD RIGHT.
 MT0843'CONTINUE NORTH ON MAIN ROAD FOR 0.3 MILE TO DIM TRACKS ON RIGHT.
 MT0843'TURN RIGHT (EAST) AND FOLLOW TRACKS UP SMALL WASH FOR 0.7 MILE
 MT0843'TO CREST OF RIDGE.  CONTINUE EAST FOR 0.05 MILE TO STATION.
 MT0843'
 MT0843'THE STATION MARK, STAMPED HARE 1957, IS A STANDARD BRONZE DISK
 MT0843'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 MT0843'IT IS 6 FEET NORTH OF A WHITE WITNESS POST.
 MT0843'
 MT0843'REFERENC MARK NO. 1, STAMPED HARE NO 1 1957, IS A STANDARD
 MT0843'BRONZE DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MT0843'2 INCHES.
 MT0843'
 MT0843'REFERENCE MARK NO. 2, STAMPED HARE NO 2 1957, IS A STANDARD
 MT0843'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 MT0843'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0855 ***********************************************************************
 LR0855  DESIGNATION -  HARMONY
 LR0855  PID         -  LR0855
 LR0855  STATE/COUNTY-  NV/HUMBOLDT
 LR0855  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0855
 LR0855                         *CURRENT SURVEY CONTROL
 LR0855  ___________________________________________________________________
 LR0855* NAD 83(1994)-  40 57 47.23029(N)    117 39 22.59859(W)     ADJUSTED  
 LR0855* NAVD 88     -      1566.0    (meters)    5138.     (feet)  VERTCON   
 LR0855  ___________________________________________________________________
 LR0855  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 LR0855  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 LR0855
 LR0855  HORZ ORDER  -  FIRST
 LR0855
 LR0855.The horizontal coordinates were established by classical geodetic methods
 LR0855.and adjusted by the National Geodetic Survey in June 1998..
 LR0855
 LR0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0855
 LR0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0855
 LR0855.The geoid height was determined by GEOID03.
 LR0855
 LR0855;                    North         East     Units Scale Factor Converg.
 LR0855;SPC NV W     - 4,689,964.177   878,034.166   MT  0.99997492   +0 36 28.0
 LR0855;SPC NV W     -15,386,990.80  2,880,683.76   sFT  0.99997492   +0 36 28.0
 LR0855;UTM  11      - 4,534,870.341   444,775.141   MT  0.99963754   -0 25 48.9
 LR0855
 LR0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0855!SPC NV W     -   0.99975761  x   0.99997492  =   0.99973254
 LR0855!UTM  11      -   0.99975761  x   0.99963754  =   0.99939524
 LR0855
 LR0855:                Primary Azimuth Mark                     Grid Az
 LR0855:SPC NV W     -  WINNEMUCCA RADIO STA KWNA MAST           271 45 31.8
 LR0855:UTM  11      -  WINNEMUCCA RADIO STA KWNA MAST           272 47 48.7
 LR0855
 LR0855|---------------------------------------------------------------------|
 LR0855| PID    Reference Object                     Distance      Geod. Az  |
 LR0855|                                                           dddmmss.s |
 LR0855| LR0863 WINNEMUCCA RADIO STA KWNA MAST      APPROX. 4.9 KM 2722159.8 |
 LR0855| DB7867 HARMONY AZ MK                                      2730633.0 |
 LR0855| DB7868 HARMONY RM 1                         18.477 METERS 27705     |
 LR0855| DB7869 HARMONY RM 2                         21.519 METERS 35828     |
 LR0855|---------------------------------------------------------------------|
 LR0855
 LR0855                          SUPERSEDED SURVEY CONTROL
 LR0855
 LR0855  NAD 83(1986)-  40 57 47.23550(N)    117 39 22.59351(W) AD(       ) 1
 LR0855  NAD 27      -  40 57 47.58600(N)    117 39 19.13900(W) AD(       ) 1
 LR0855  NGVD 29 (07/19/86) 1564.9    (m)         5134.     (f) VERT ANG       
 LR0855
 LR0855.Superseded values are not recommended for survey control.
 LR0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0855.See file dsdata.txt to determine how the superseded data were derived.
 LR0855
 LR0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF4477534870(NAD 83)
 LR0855_MARKER: DS = TRIANGULATION STATION DISK
 LR0855_SETTING: 80 = SET IN A BOULDER
 LR0855_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LR0855
 LR0855  HISTORY     - Date     Condition        Report By
 LR0855  HISTORY     - 1946     MONUMENTED       CGS
 LR0855  HISTORY     - 1957     GOOD             CGS
 LR0855
 LR0855                          STATION DESCRIPTION
 LR0855
 LR0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 LR0855'THE STATION IS LOCATED ON A LOW SAG-BRUSH-COVERED HILL ABOUT 4 MILES,
 LR0855'AIRLINE, EAST OF WINNEMUCCA, 1/2 MILE NORTH OF HARMONY CREEK,
 LR0855'AND 1/2 MILE NORTH OF A GROUP OF RANCH BUILDINGS.  THERE ARE
 LR0855'HIGHER HILLS TO THE SOUTH OF THE STATION.
 LR0855'
 LR0855'THE STATION MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE IN
 LR0855'A BOULDER WHICH PROJECT 1 FOOT AND IS SURROUNDED BY A TRIANGULAR
 LR0855'MOUND OF DIRT WHOSE SIDES ARE APPROXIMATELY 6 FEET.  IT IS STAMPED
 LR0855'HARMONY 1946.
 LR0855'
 LR0855'REFERENCE MARK NO. 1 IS STANDARD DISC CEMENTED IN A DRILL HOLE
 LR0855'IN A BOULDER WHICH IS 4 FEET LONG, 1-1/2 FEET WIDE, AND PROJECTS
 LR0855'APPROXIMATELY 14 INCHES.  IT IS APPROXIMATELY THE SAME ELEVATION
 LR0855'AS THE STATION MARK AND IS STAMPED HARMONY NO 1 1946.
 LR0855'
 LR0855'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 LR0855'IN A BOULDER WHICH IS 6 FEET LONG, 2 FEET WIDE, AND PROJECTS
 LR0855'16 INCHES.  IT IS APPROXIMATELY 1 FOOT LOWER IN ELEVATION THAN
 LR0855'THE STATION MARK AND IS STAMPED HARMONY NO 2 1946.
 LR0855'
 LR0855'THE AZIMUTH MARK IS A STANDARD DISC SET IN THE TOP OF A 10
 LR0855'INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 2 FEET
 LR0855'SOUTHEAST OF A NORTHWEST FENCE CORNER AND IS STAMPED HARMONY
 LR0855'1946.
 LR0855'
 LR0855'TO REACH THE STATION FROM THE INTERSECTION FOR U.S. HIGHWAYS NO.
 LR0855'95 AND NO. 40 IN WINNEMUCCA GO NORTH AND EAST ON U.S. HIGHWAY
 LR0855'NO. 40 FOR 1.2 MILE.  TURN RIGHT ON A GRAVELED ROAD AND GO 0.05
 LR0855'MILE TO FORKS.  TAKE THE LEFT FORK AND GO 0.35 MILE TO FORKS.
 LR0855'KEEP RIGHT AND GO 0.9 MILE TO FORKS.  TAKE THE LEFT FORK AND GO
 LR0855'1.15 MILE TO A FENCE CORNER ON THE LEFT AND THE AZIMUTH MARK.
 LR0855'TURN LEFT ON A TRACK ROAD ALONG THE LEFT SIDE OF THE FENCE LINE
 LR0855'(EITHER ONE OF TWO TRACK ROADS) AND GO 0.95 MILE TO THE END OF
 LR0855'THE ROAD IN A SHALLOW DRAW AT OLD EXCAVATION.  FROM HERE BEAR
 LR0855'SLIGHTLY TO THE LEFT AND GO TO THE CREST OF THE RIDGE FOR
 LR0855'0.3 MILE THENCE TURN RIGHT ALONG THE TOP AND GO 0.2 MILE TO
 LR0855'THE HIGHEST POINT AND STATION.  A DRIVE STATION.
 LR0855
 LR0855                          STATION RECOVERY (1957)
 LR0855
 LR0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LR0855'THE STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION,
 LR0855'AND THE ORIGINAL ROUTE STILL ADEQUATE TO REACH STATION.  THE
 LR0855'1946 MEASURES TO MARKS COMPARE WITH THE 1957 VALUES AS GIVEN.
 LR0855'
 LR0855'THE 1957 MEASUREMENTS WERE MADE WITH CARE.  NO MOVEMENT OF THE
 LR0855'STATION MARK SEEMS TO HAVE OCCURRED, NOR OF REFERENCE MARKS,
 LR0855'WHICH ARE SET IN BOULDERS OF THE OUTCROPPING BED ROCK AND FIRMLY
 LR0855'FIXED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0266 ***********************************************************************
 MT0266  DESIGNATION -  HARP
 MT0266  PID         -  MT0266
 MT0266  STATE/COUNTY-  NV/ELKO
 MT0266  USGS QUAD   -  WELLS (1982)
 MT0266
 MT0266                         *CURRENT SURVEY CONTROL
 MT0266  ___________________________________________________________________
 MT0266* NAD 83(1994)-  41 06 18.58426(N)    114 53 18.10005(W)     ADJUSTED  
 MT0266* NAVD 88     -      1816.060  (meters)    5958.19   (feet)  ADJUSTED  
 MT0266  ___________________________________________________________________
 MT0266  X           -  -2,026,095.728 (meters)                     COMP
 MT0266  Y           -  -4,367,172.341 (meters)                     COMP
 MT0266  Z           -   4,172,412.986 (meters)                     COMP
 MT0266  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 MT0266  ELLIP HEIGHT-        1798.98  (meters)          (06/11/98) GPS OBS
 MT0266  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 MT0266  DYNAMIC HT  -        1814.522 (meters)    5953.14  (feet)  COMP
 MT0266  MODELED GRAV-     979,712.5   (mgal)                       NAVD 88
 MT0266
 MT0266  HORZ ORDER  -  SECOND
 MT0266  VERT ORDER  -  FIRST     CLASS II
 MT0266  ELLP ORDER  -  FOURTH    CLASS I
 MT0266
 MT0266.The horizontal coordinates were established by classical geodetic methods
 MT0266.and adjusted by the National Geodetic Survey in June 1998..
 MT0266
 MT0266.The orthometric height was determined by differential leveling
 MT0266.and adjusted by the National Geodetic Survey in June 1991..
 MT0266
 MT0266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MT0266
 MT0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0266
 MT0266.The ellipsoidal height was determined by GPS observations
 MT0266.and is referenced to NAD 83.
 MT0266
 MT0266.The geoid height was determined by GEOID03.
 MT0266
 MT0266.The dynamic height is computed by dividing the NAVD 88
 MT0266.geopotential number by the normal gravity value computed on the
 MT0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0266.degrees latitude (g = 980.6199 gals.).
 MT0266
 MT0266.The modeled gravity was interpolated from observed gravity values.
 MT0266
 MT0266;                    North         East     Units Scale Factor Converg.
 MT0266;SPC NV E     - 8,705,555.966   258,372.940   MT  0.99994192   +0 27 24.9
 MT0266;SPC NV E     -28,561,478.20    847,678.55   sFT  0.99994192   +0 27 24.9
 MT0266;UTM  11      - 4,552,579.884   677,315.015   MT  0.99998697   +1 23 19.1
 MT0266
 MT0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0266!SPC NV E     -   0.99971789  x   0.99994192  =   0.99965983
 MT0266!UTM  11      -   0.99971789  x   0.99998697  =   0.99970487
 MT0266
 MT0266|---------------------------------------------------------------------|
 MT0266| PID    Reference Object                     Distance      Geod. Az  |
 MT0266|                                                           dddmmss.s |
 MT0266| MT0267 HARP RM 1                             8.764 METERS 09047     |
 MT0266| MT0265 HARP RM 2                             9.543 METERS 16844     |
 MT0266| MT0262 KAW                                 APPROX. 2.9 KM 2560121.7 |
 MT0266|---------------------------------------------------------------------|
 MT0266
 MT0266                          SUPERSEDED SURVEY CONTROL
 MT0266
 MT0266  NAD 83(1994)-  41 06 18.58418(N)    114 53 18.09990(W) AD(       ) 2
 MT0266  NAD 83(1986)-  41 06 18.58143(N)    114 53 18.09419(W) AD(       ) 2
 MT0266  NAD 27      -  41 06 18.86145(N)    114 53 14.94495(W) AD(       ) 2
 MT0266  NGVD 29 (??/??/92) 1814.858  (m)         5954.25   (f) ADJ UNCH    1 2
 MT0266
 MT0266.Superseded values are not recommended for survey control.
 MT0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0266.See file dsdata.txt to determine how the superseded data were derived.
 MT0266
 MT0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF7731552580(NAD 83)
 MT0266_MARKER: DS = TRIANGULATION STATION DISK
 MT0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0266_SP_SET: CONCRETE POST
 MT0266_STAMPING: HARP 1957
 MT0266_MARK LOGO: CGS   
 MT0266_PROJECTION: PROJECTING 5 CENTIMETERS
 MT0266_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MT0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0266+STABILITY: SURFACE MOTION
 MT0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MT0266+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1992
 MT0266
 MT0266  HISTORY     - Date     Condition        Report By
 MT0266  HISTORY     - 1957     MONUMENTED       CGS
 MT0266  HISTORY     - 1957     GOOD             CGS
 MT0266  HISTORY     - 1963     SEE DESCRIPTION  USAF
 MT0266  HISTORY     - 1968     GOOD             USGS
 MT0266  HISTORY     - 1984     GOOD             NGS
 MT0266  HISTORY     - 19920716 GOOD             NGS
 MT0266
 MT0266                          STATION DESCRIPTION
 MT0266
 MT0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0266'THE STATION IS LOCATED ABOUT 4 MILES EAST OF WELLS, ON THE NORTH
 MT0266'SIDE OF U.S. HIGHWAY 40.  IT IS ON THE SUMMIT OF A VERY
 MT0266'SLIGHT RISE.
 MT0266'
 MT0266'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 93 IN THE
 MT0266'EAST EDGE OF WELLS, GO EASTERLY ON U.S. HIGHWAY 40 FOR 3.7
 MT0266'MILES TO A DIRT SIDE ROAD LEFT AT THE EAST END OF A LOW CUTBANK.
 MT0266'TURN LEFT (NORTH) AND GO ABOUT 50 FEET TO A TRACK ROAD LEFT.
 MT0266'TURN LEFT (WEST-NORTHWEST) AND GO 0.1 MILE TO STATION.
 MT0266'
 MT0266'THE STATION MARK, STAMPED HARP 1957, IS A STANDARD BRONZE
 MT0266'DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 MT0266'3 INCHES.  IT IS 209 FEET NORTH-NORTHWEST OF THE CENTERLINE
 MT0266'OF THE HIGHWAY, AND 7 FEET NORTHEAST OF A WHITE WITNESS POST.
 MT0266'
 MT0266'REFERENCE MARK NO. 1, STAMPED HARP NO 1 1957, IS A STANDARD
 MT0266'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 MT0266'3 INCHES.
 MT0266'
 MT0266'REFERENCE MARK NO. 2, STAMPED HARP NO 2 1957, IS A STANDARD
 MT0266'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 MT0266'PROJECTS 6 INCHES.
 MT0266
 MT0266                          STATION RECOVERY (1957)
 MT0266
 MT0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MT0266'4.6 MI E FROM WELLS.
 MT0266'4.6 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0266'AVE. AND U.S. HIGHWAY 40 AT WELLS, 313.0 FEET NORTHWEST OF CENTERLINE
 MT0266'OF HIGHWAY, 28.7 FEET SOUTHWEST OF R.M. 1, 31.4 FEET NORTHWEST OF R.M.
 MT0266'2, 7.0 FEET NORTH OF WITNESS POST, SET IN A ROUND CONCRETE POST
 MT0266'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 MT0266
 MT0266                          STATION RECOVERY (1963)
 MT0266
 MT0266'RECOVERY NOTE BY US AIR FORCE 1963
 MT0266'STATION RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTION ADEQUATE.
 MT0266
 MT0266                          STATION RECOVERY (1968)
 MT0266
 MT0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0266'RECOVERED IN GOOD CONDITION.
 MT0266
 MT0266                          STATION RECOVERY (1984)
 MT0266
 MT0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0266'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 MT0266'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.1 KM
 MT0266'(3.8 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE OVER US
 MT0266'HIGHWAY 93 AT WELLS, 0.63 KM (0.4 MI) WEST OF MILEPOST 356,
 MT0266'27.4 METERS (90 FT) NORTH OF THE WEST BOUND HIGHWAY CENTERLINE,
 MT0266'33.5 METERS (110 FT) SOUTH OF THE EAST END OF A STEEL PIPE BRACE IN
 MT0266'THE RIGHT OF WAY FENCE, 9.5 METERS (31.5 FT) NORTH OF RM 2 AND
 MT0266'8.7 METERS (28.5 FT) WEST OF RM 1.
 MT0266'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 MT0266
 MT0266                          STATION RECOVERY (1992)
 MT0266
 MT0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MT0266'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) EAST OF WELLS, ALONG THE
 MT0266'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 80, AND ON THE NORTH SIDE OF THE
 MT0266'WESTBOUND LANES.  OWNERSHIP--NVDH.
 MT0266'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND US
 MT0266'HIGHWAY 93 AT WELLS (EXIT 352), GO EAST ON HIGHWAY 80 FOR 5.4 KM
 MT0266'(3.4 MI) TO A MEDIAN CROSSOVER.  CONTINUE AHEAD FOR 0.52 KM
 MT0266'(0.32 MI) TO THE STATION STATION ON THE LEFT.  CONTINUE AHEAD TO THE
 MT0266'FIRST CROSSOVER AND RETURN TO THE STATION.
 MT0266'THE STATION MARK IS A STANDARD CGS DISK SET INTO THE TOP OF A 25 CM
 MT0266'ROUND CONCRETE MONUMENT PROJECTING 2 CM.  IT IS 33.7 M (110.6 FT)
 MT0266'SOUTH-SOUTHEAST FROM THE EAST ONE OF TWO PIPE FENCE POSTS WITH A
 MT0266'BRACE, 33.4 M (109.6 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE, 27.5 M
 MT0266'(90.2 FT) NORTH FROM, AND 1 M (3.3 FT) HIGHER THAN THE WESTBOUND
 MT0266'LANES, 0.8 M (2.6 FT) EAST FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0267 ***********************************************************************
 MT0267  DESIGNATION -  HARP RM 1
 MT0267  PID         -  MT0267
 MT0267  STATE/COUNTY-  NV/ELKO
 MT0267  USGS QUAD   -  WELLS (1982)
 MT0267
 MT0267                         *CURRENT SURVEY CONTROL
 MT0267  ___________________________________________________________________
 MT0267* NAD 83(1986)-  41 06 19.     (N)    114 53 18.     (W)     SCALED    
 MT0267* NAVD 88     -      1816.240  (meters)    5958.78   (feet)  ADJUSTED  
 MT0267  ___________________________________________________________________
 MT0267  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 MT0267  DYNAMIC HT  -        1814.702 (meters)    5953.73  (feet)  COMP
 MT0267  MODELED GRAV-     979,712.5   (mgal)                       NAVD 88
 MT0267
 MT0267  VERT ORDER  -  SECOND    CLASS 0
 MT0267
 MT0267.The horizontal coordinates were scaled from a topographic map and have
 MT0267.an estimated accuracy of +/- 6 seconds.
 MT0267
 MT0267.The orthometric height was determined by differential leveling
 MT0267.and adjusted by the National Geodetic Survey in June 1991..
 MT0267
 MT0267.The geoid height was determined by GEOID03.
 MT0267
 MT0267.The dynamic height is computed by dividing the NAVD 88
 MT0267.geopotential number by the normal gravity value computed on the
 MT0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0267.degrees latitude (g = 980.6199 gals.).
 MT0267
 MT0267.The modeled gravity was interpolated from observed gravity values.
 MT0267
 MT0267;                    North         East    Units  Estimated Accuracy
 MT0267;SPC NV E     - 8,705,570.      258,380.      MT  (+/- 180 meters Scaled)
 MT0267
 MT0267                          SUPERSEDED SURVEY CONTROL
 MT0267
 MT0267  NGVD 29 (??/??/92) 1815.038  (m)         5954.84   (f) ADJ UNCH    2 0
 MT0267
 MT0267.Superseded values are not recommended for survey control.
 MT0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0267.See file dsdata.txt to determine how the superseded data were derived.
 MT0267
 MT0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF773525(NAD 83)
 MT0267_MARKER: DR = REFERENCE MARK DISK
 MT0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0267_STAMPING: HARP NO 1 1957
 MT0267_MARK LOGO: CGS   
 MT0267_PROJECTION: PROJECTING 8 CENTIMETERS
 MT0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0267+STABILITY: SURFACE MOTION
 MT0267
 MT0267  HISTORY     - Date     Condition        Report By
 MT0267  HISTORY     - 1957     MONUMENTED       CGS
 MT0267  HISTORY     - 1984     GOOD             NGS
 MT0267
 MT0267                          STATION DESCRIPTION
 MT0267
 MT0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0267'4.6 MI E FROM WELLS.
 MT0267'4.6 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0267'AVE. AND U.S. HIGHWAY 40 AT WELLS, 308.0 FEET NORTHWEST OF CENTERLINE
 MT0267'OF HIGHWAY, 28.7 FEET NORTHEAST OF STATION MARK, SET IN A ROUND
 MT0267'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND SURFACE.
 MT0267
 MT0267                          STATION RECOVERY (1984)
 MT0267
 MT0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0267'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 MT0267'DESCRIPTION FOLLOWS.  6.1 KM (3.8 MI) EAST ALONG INTERSTATE 80 FROM
 MT0267'THE OVERPASS BRIDGE OVER US HIGHWAY 93 AT WELLS, 0.63 KM (0.4 MI) WEST
 MT0267'OF MILEPOST 356, 25.7 METERS (84.5 FT) NORTH OF THE WEST BOUND HIGHWAY
 MT0267'CENTERLINE, 37.3 METERS (122.5 FT) SOUTHEAST OF THE EAST END OF A
 MT0267'STEEL PIPE BRACE IN THE RIGHT OF WAY FENCE, 11.6 METERS (38 FT)
 MT0267'NORTHEAST OF RM 2 AND 8.7 METERS (28.5 FT) EAST OF THE STATION.
 MT0267'THE MARK IS 9.6 METERS  E FROM A WITNESS POST.
 MT0267'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0265 ***********************************************************************
 MT0265  DESIGNATION -  HARP RM 2
 MT0265  PID         -  MT0265
 MT0265  STATE/COUNTY-  NV/ELKO
 MT0265  USGS QUAD   -  WELLS (1982)
 MT0265
 MT0265                         *CURRENT SURVEY CONTROL
 MT0265  ___________________________________________________________________
 MT0265* NAD 83(1986)-  41 06 19.     (N)    114 53 18.     (W)     SCALED    
 MT0265* NAVD 88     -      1816.265  (meters)    5958.86   (feet)  ADJUSTED  
 MT0265  ___________________________________________________________________
 MT0265  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 MT0265  DYNAMIC HT  -        1814.727 (meters)    5953.82  (feet)  COMP
 MT0265  MODELED GRAV-     979,712.5   (mgal)                       NAVD 88
 MT0265
 MT0265  VERT ORDER  -  SECOND    CLASS 0
 MT0265
 MT0265.The horizontal coordinates were scaled from a topographic map and have
 MT0265.an estimated accuracy of +/- 6 seconds.
 MT0265
 MT0265.The orthometric height was determined by differential leveling
 MT0265.and adjusted by the National Geodetic Survey in June 1991..
 MT0265
 MT0265.The geoid height was determined by GEOID03.
 MT0265
 MT0265.The dynamic height is computed by dividing the NAVD 88
 MT0265.geopotential number by the normal gravity value computed on the
 MT0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0265.degrees latitude (g = 980.6199 gals.).
 MT0265
 MT0265.The modeled gravity was interpolated from observed gravity values.
 MT0265
 MT0265;                    North         East    Units  Estimated Accuracy
 MT0265;SPC NV E     - 8,705,570.      258,380.      MT  (+/- 180 meters Scaled)
 MT0265
 MT0265                          SUPERSEDED SURVEY CONTROL
 MT0265
 MT0265  NGVD 29 (??/??/92) 1815.063  (m)         5954.92   (f) ADJ UNCH    2 0
 MT0265
 MT0265.Superseded values are not recommended for survey control.
 MT0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0265.See file dsdata.txt to determine how the superseded data were derived.
 MT0265
 MT0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF773525(NAD 83)
 MT0265_MARKER: DR = REFERENCE MARK DISK
 MT0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0265_STAMPING: HARP NO 2 1957
 MT0265_MARK LOGO: CGS   
 MT0265_PROJECTION: PROJECTING 8 CENTIMETERS
 MT0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0265+STABILITY: SURFACE MOTION
 MT0265
 MT0265  HISTORY     - Date     Condition        Report By
 MT0265  HISTORY     - 1957     MONUMENTED       CGS
 MT0265  HISTORY     - 1984     GOOD             NGS
 MT0265
 MT0265                          STATION DESCRIPTION
 MT0265
 MT0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0265'4.6 MI E FROM WELLS.
 MT0265'4.6 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0265'AVE. AND U.S. HIGHWAY 40 AT WELLS, 282.0 FEET NORTHWEST OF CENTERLINE
 MT0265'OF HIGHWAY, 31.4 FEET SOUTHEAST OF STATION MARK, SET IN A ROUND
 MT0265'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 MT0265
 MT0265                          STATION RECOVERY (1984)
 MT0265
 MT0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0265'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 MT0265'DESCRIPTION FOLLOWS.  6.1 KM (3.8 MI) EAST ALONG INTERSTATE 80 FROM
 MT0265'THE OVERPASS BRIDGE OVER US HIGHWAY 93 AT WELLS, 0.63 KM (0.4 MI) WEST
 MT0265'OF MILEPOST 356, 17.7 METERS (58 FT) NORTH OF THE WEST BOUND HIGHWAY
 MT0265'CENTERLINE, 43.3 METERS (142 FT) SOUTH OF THE EAST END OF A STEEL PIPE
 MT0265'BRACE IN THE RIGHT OF WAY FENCE, 11.6 METERS (38 FT) SOUTHWEST OF RM 1
 MT0265'AND 9.5 METERS (31.5 FT) SOUTH OF THE STATION.
 MT0265'THE MARK IS 9.6 METERS  S FROM A WITNESS POST.
 MT0265'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0712 ***********************************************************************
 LQ0712  DESIGNATION -  HARRISON
 LQ0712  PID         -  LQ0712
 LQ0712  STATE/COUNTY-  NV/ELKO
 LQ0712  USGS QUAD   -  HARRISON PASS (1985)
 LQ0712
 LQ0712                         *CURRENT SURVEY CONTROL
 LQ0712  ___________________________________________________________________
 LQ0712* NAD 83(1994)-  40 18 38.06721(N)    115 30 47.31225(W)     ADJUSTED  
 LQ0712* NAVD 88     -      2351.6    (meters)    7715.     (feet)  VERTCON   
 LQ0712  ___________________________________________________________________
 LQ0712  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 LQ0712  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 LQ0712
 LQ0712  HORZ ORDER  -  FIRST
 LQ0712
 LQ0712.The horizontal coordinates were established by classical geodetic methods
 LQ0712.and adjusted by the National Geodetic Survey in June 1998..
 LQ0712
 LQ0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0712
 LQ0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0712
 LQ0712.The geoid height was determined by GEOID03.
 LQ0712
 LQ0712;                    North         East     Units Scale Factor Converg.
 LQ0712;SPC NV E     - 8,617,096.772   205,966.044   MT  0.99990044   +0 02 43.5
 LQ0712;SPC NV E     -28,271,258.33    675,740.26   sFT  0.99990044   +0 02 43.5
 LQ0712;UTM  11      - 4,463,289.515   626,343.204   MT  0.99979650   +0 57 43.3
 LQ0712
 LQ0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0712!SPC NV E     -   0.99963422  x   0.99990044  =   0.99953469
 LQ0712!UTM  11      -   0.99963422  x   0.99979650  =   0.99943079
 LQ0712
 LQ0712|---------------------------------------------------------------------|
 LQ0712| PID    Reference Object                     Distance      Geod. Az  |
 LQ0712|                                                           dddmmss.s |
 LQ0712| DD5981 HARRISON RM 1                        13.629 METERS 10005     |
 LQ0712| DD5982 HARRISON RM 2                         8.380 METERS 20508     |
 LQ0712| LQ0380 24 H                                APPROX.12.1 KM 2960731.0 |
 LQ0712|---------------------------------------------------------------------|
 LQ0712
 LQ0712                          SUPERSEDED SURVEY CONTROL
 LQ0712
 LQ0712  NAD 83(1986)-  40 18 38.06450(N)    115 30 47.30857(W) AD(       ) 1
 LQ0712  NAD 27      -  40 18 38.32110(N)    115 30 44.12061(W) AD(       ) 1
 LQ0712  NGVD 29 (07/19/86) 2350.3    (m)         7711.     (f) VERT ANG       
 LQ0712
 LQ0712.Superseded values are not recommended for survey control.
 LQ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0712.See file dsdata.txt to determine how the superseded data were derived.
 LQ0712
 LQ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE2634363290(NAD 83)
 LQ0712_MARKER: DD = SURVEY DISK
 LQ0712_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LQ0712_SP_SET: OBJECT IMBEDDED IN GROUND
 LQ0712
 LQ0712  HISTORY     - Date     Condition        Report By
 LQ0712  HISTORY     - 1974     MONUMENTED       DMA
 LQ0712
 LQ0712                          STATION DESCRIPTION
 LQ0712
 LQ0712'DESCRIBED BY DEFENSE MAP AGENCY 1974
 LQ0712'THE STATION IS LOCATED IN ELKO COUNTY, NEVADA, ABOUT 39 MILES,
 LQ0712'AIRLINE, SOUTH-SOUTHEAST OF ELKO, 3 MILES WEST OF THE RUBY LAKE
 LQ0712'NATIONAL WILDLIFE REFUGE AND 1 MILE SOUTH OF HARRISON PASS IN THE
 LQ0712'RUBY MOUNTAINS.
 LQ0712'
 LQ0712'TO REACH FROM THE INTERSECTION OF THE WESTERN PACIFIC RAILROAD AND
 LQ0712'5TH STREET (STATE ROUTE 46) IN ELKO, NEVADA GO SOUTHEASTERLY ON
 LQ0712'ROUTE 46 FOR 6.8 MILES TO A CROSS-ROAD AND SIGN RUBY LAKE REFUGE 52.
 LQ0712'TURN RIGHT AND CONTINUE 26.3 MILES ON ROUTE 46 TO JIGGS,
 LQ0712'NEVADA, CONTINUE SOUTH ON ROUTE 46 FOR 3.25 MILES TO A FORK
 LQ0712'(HARRISON PASS ROAD) AND SIGN RUBY MARSH RECREATION AREA 33, TAKE
 LQ0712'THE LEFT FORK AND GO SOUTHEASTERLY FOR 1.85 MILES TO A CURVE AND
 LQ0712'USGS BM H24 ON THE RIGHT (THIS IS THE AZIMUTH MARK), CONTINUE
 LQ0712'FOR 1.4 MILES TO THE END OF PAVEMENT, CONTINUE SOUTHEAST AND EAST FOR
 LQ0712'7.4 MILES TO THE SUMMIT OF HARRISON PASS AND A CATTLE GUARD, CROSS
 LQ0712'CATTLE GUARD AND TURN RIGHT FOLLOWING MAIN TRACK ROAD SOUTH FOR
 LQ0712'1.2 MILES TO A ROAD FORK AND A GATE, TAKE THE RIGHT FORK, PASSING
 LQ0712'THRU GATE FOR 100 FEET AND THE STATION ON THE LEFT.  A TWO-WHEEL
 LQ0712'DRIVE STATION IN DRY WEATHER.
 LQ0712'
 LQ0712'THE STATION MARK, STAMPED HARRISON TOPO. CENTER 1974, IS A DEFENSE
 LQ0712'MAPPING AGENCY DISK SET IN A CONCRETE MASS 1.5 FEET IN DIAMETER AND
 LQ0712'FLUSH WITH THE GROUND.  IT IS LOCATED 11.5 FEET SOUTH OF THE
 LQ0712'CENTERLINE OF THE TRACK ROAD, 70 FEET WEST OF THE FENCELINE AT THE
 LQ0712'CENTER OF A GATE, 28 FEET NORTHWEST OF THE HIGHEST POINT OF A
 LQ0712'SMALL TOP AND, 3 FEET LOWER IN ELEVATION, AND 6 FEET SOUTH OF A
 LQ0712'METAL WITNESS POST.  (THE UNDERGROUND MARK IS A 3/8 INCH
 LQ0712'HEXAGONAL LEAD BOLT, CENTER PUNCHED AND SET IN CONCRETE 2.5 FEET
 LQ0712'BELOW THE SURFACE MARK.)
 LQ0712'
 LQ0712'REFERENCE MARK 1, STAMPED HARRISON RM NO. 1 TOPO. CENTER 1974, IS A
 LQ0712'DEFENSE MAPPING AGENCY DISK CEMENTED INTO A DRILLED HOLE IN A ROCK
 LQ0712'OUTCROP PROJECTING 0.4 FOOT ABOVE GROUND SURFACE AND ABOUT 1 FOOT
 LQ0712'HIGHER IN ELEVATION THAN THE STATION MARK.  IT IS 23 FEET SOUTH OF
 LQ0712'THE CENTERLINE OF THE TRACK ROAD, 21 FEET WEST OF A FENCELINE,
 LQ0712'29 FEET EAST-NORTHEAST OF THE HIGHEST POINT OF THE SMALL TOP AND
 LQ0712'44.7 FEET EAST-SOUTHEAST OF THE STATION.
 LQ0712'
 LQ0712'REFERENCE MARK 2, STAMPED HARRISON RM NO. 2 TOPO. CENTER 1974, IS A
 LQ0712'DEFENSE MAPPING AGENCY DISK CEMENTED INTO A DRILLED HOLE IN A ROCK
 LQ0712'OUTCROP PROJECTING 0.5 FOOT ABOVE GROUND SURFACE AND ABOUT 2 FEET
 LQ0712'HIGHER IN ELEVATION THAN THE STATION.  IT IS 35 FEET SOUTH OF THE
 LQ0712'CENTERLINE OF THE TRACK ROAD, 27 FEET NORTH-NORTHEAST OF A
 LQ0712'FENCELINE, 30 FEET WEST OF THE HIGHEST POINT OF THE SMALL TOP AND
 LQ0712'27.5 FEET SOUTH-SOUTHWEST OF THE STATION.
 LQ0712'
 LQ0712'THE AZIMUTH MARK, STAMPED 24H 5838. 1933, IS A USGS BENCH MARK DISK
 LQ0712'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LQ0712'IT IS 107 FEET SOUTH SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD,
 LQ0712'2 FEET NORTH OF A FENCELINE AND 1 FOOT SOUTH OF A METAL WITNESS
 LQ0712'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0779 ***********************************************************************
 LR0779  DESIGNATION -  HARRY
 LR0779  PID         -  LR0779
 LR0779  STATE/COUNTY-  NV/LANDER
 LR0779  USGS QUAD   -  REDROCK SPRING (1990)
 LR0779
 LR0779                         *CURRENT SURVEY CONTROL
 LR0779  ___________________________________________________________________
 LR0779* NAD 83(1994)-  40 17 53.17750(N)    117 04 48.25938(W)     ADJUSTED  
 LR0779* NAVD 88     -      1487.348  (meters)    4879.74   (feet)  ADJUSTED  
 LR0779  ___________________________________________________________________
 LR0779  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 LR0779  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 LR0779  DYNAMIC HT  -        1486.071 (meters)    4875.55  (feet)  COMP
 LR0779  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 LR0779
 LR0779  HORZ ORDER  -  SECOND
 LR0779  VERT ORDER  -  FIRST     CLASS II
 LR0779
 LR0779.The horizontal coordinates were established by classical geodetic methods
 LR0779.and adjusted by the National Geodetic Survey in June 1998..
 LR0779
 LR0779.The orthometric height was determined by differential leveling
 LR0779.and adjusted by the National Geodetic Survey in June 1991..
 LR0779
 LR0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0779
 LR0779.The geoid height was determined by GEOID03.
 LR0779
 LR0779.The dynamic height is computed by dividing the NAVD 88
 LR0779.geopotential number by the normal gravity value computed on the
 LR0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0779.degrees latitude (g = 980.6199 gals.).
 LR0779
 LR0779.The modeled gravity was interpolated from observed gravity values.
 LR0779
 LR0779;                    North         East     Units Scale Factor Converg.
 LR0779;SPC NV C     - 6,615,791.946   464,855.178   MT  0.99991520   -0 16 02.6
 LR0779;SPC NV C     -21,705,310.74  1,525,112.36   sFT  0.99991520   -0 16 02.6
 LR0779;UTM  11      - 4,460,847.872   493,194.888   MT  0.99960057   -0 03 06.4
 LR0779
 LR0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0779!SPC NV C     -   0.99977004  x   0.99991520  =   0.99968526
 LR0779!UTM  11      -   0.99977004  x   0.99960057  =   0.99937070
 LR0779
 LR0779|---------------------------------------------------------------------|
 LR0779| PID    Reference Object                     Distance      Geod. Az  |
 LR0779|                                                           dddmmss.s |
 LR0779| DB7873 HARRY RM 1                           11.522 METERS 01842     |
 LR0779| DB7874 HARRY RM 2                           13.688 METERS 13856     |
 LR0779| DB7872 HARRY AZ MK                                        1964831.3 |
 LR0779|---------------------------------------------------------------------|
 LR0779
 LR0779                          SUPERSEDED SURVEY CONTROL
 LR0779
 LR0779  NAD 83(1986)-  40 17 53.18071(N)    117 04 48.25247(W) AD(       ) 2
 LR0779  NAD 27      -  40 17 53.47850(N)    117 04 44.88840(W) AD(       ) 2
 LR0779  NGVD 29 (07/19/86) 1485.3    (m)         4873.     (f) VERT ANG       
 LR0779
 LR0779.Superseded values are not recommended for survey control.
 LR0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0779.See file dsdata.txt to determine how the superseded data were derived.
 LR0779
 LR0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME9319560848(NAD 83)
 LR0779_MARKER: DS = TRIANGULATION STATION DISK
 LR0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0779_SP_SET: CONCRETE POST
 LR0779_STAMPING: HARRY 1958
 LR0779_MARK LOGO: CGS   
 LR0779_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0779+STABILITY: SURFACE MOTION
 LR0779
 LR0779  HISTORY     - Date     Condition        Report By
 LR0779  HISTORY     - 1958     MONUMENTED       CGS
 LR0779  HISTORY     - 1985     GOOD             NGS
 LR0779
 LR0779                          STATION DESCRIPTION
 LR0779
 LR0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0779'THE STATION IS LOCATED, AIRLINE, ABOUT 24 MILES SOUTH-SOUTHWEST
 LR0779'OF BATTLE MOUNTAIN, ABOUT 2 MILES SOUTH-SOUTHWEST OF MOUND
 LR0779'SPRINGS AND ABOUT 1-1/4 MILES NORTH OF WHERE HARRY CREEK (NOW
 LR0779'CALLED RED ROCK CANYON) CROSSES STATE HIGHWAY 8A.
 LR0779'
 LR0779'TO REACH THE STATION FROM THE POST OFFICE IN BATTLE MOUNTAIN
 LR0779'GO NORTHWEST ON U.S. HIGHWAY 40 FOR 0.05 MILE TO JUNCTION WITH
 LR0779'STATE HIGHWAY 8A.  TURN LEFT AND GO SOUTHWEST ON STATE
 LR0779'HIGHWAY 8A FOR 12.0 MILES TO A PAVED SIDEROAD RIGHT.  CONTINUE
 LR0779'STRAIGHT AHEAD, ON STATE HIGHWAY 8A, SOUTHERLY, FOR 14.55
 LR0779'MILES TO THE STATION ON THE RIGHT, ABOUT 75 YARDS WEST OF THE
 LR0779'CENTERLINE OF THE HIGHWAY.  TO REACH THE AZIMUTH MARK FROM
 LR0779'THIS POINT, CONTINUE STRAIGHT AHEAD, SOUTH, ON STATE HIGHWAY
 LR0779'8A, FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LR0779'
 LR0779'THE STATION MARK IS A STANDARD DISK STAMPED HARRY 1958 SET IN
 LR0779'THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE MONUMENT, AND
 LR0779'PROJECTS 4 INCHES.  IT IS 8.5 FEET NORTHWEST OF A STANDARD
 LR0779'WITNESS POST AND ABOUT 75 YARDS WEST OF THE CENTERLINE OF
 LR0779'STATE HIGHWAY 8A.
 LR0779'
 LR0779'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED HARRY NO
 LR0779'1 1958 SET IN THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE
 LR0779'MONUMENT, AND PROJECTS 3 INCHES.  IT IS ABOUT 77 YARDS WEST
 LR0779'OF THE CENTERLINE OF STATE HIGHWAY 8A AND IS ABOUT THE SAME
 LR0779'ELEVATION AS THE STATION.
 LR0779'
 LR0779'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED HARRY NO
 LR0779'2 1958 SET IN THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE
 LR0779'MONUMENT, AND PROJECTS 4 INCHES.  IT IS 37 FEET EAST OF A
 LR0779'STANDARD WITNESS POST AND IS ABOUT THE SAME ELEVATION AS THE
 LR0779'STATION.
 LR0779'
 LR0779'AZIMUTH MARK IS A STANDARD DISK STAMPED HARRY 1958 SET IN
 LR0779'THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE MONUMENT, AND
 LR0779'PROJECTS 4 INCHES.  IT IS ABOUT 50 FEET WEST OF THE CENTERLINE
 LR0779'OF STATE HIGHWAY 8A.
 LR0779
 LR0779                          STATION RECOVERY (1985)
 LR0779
 LR0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LR0779'42.7 KM (26.5 MI) SOUTH FROM BATTLE MTN.
 LR0779'42.70 KM (26.54 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0779'AT BATTLE MTN, AT THE TOP OF A CUT, 0.70 KM (0.43 MI) NORTHEAST OF
 LR0779'MILEPOST 91, 67.4 METERS (221 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 LR0779'38.4 METERS (126 FT) NORTH OF TELEPHONE POLE 265, 13.7 METERS
 LR0779'(44.9 FT) NORTHWEST OF RM 2, 11.5 METERS (37.8 FT) SOUTH-SOUTHWEST OF
 LR0779'RM 1 AND 5.8 METERS (19 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 LR0779'THE MARK IS 2.6 METERS  NNW FROM A WITNESS POST.
 LR0779'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0362 ***********************************************************************
 MV0362  DESIGNATION -  HART
 MV0362  PID         -  MV0362
 MV0362  STATE/COUNTY-  NV/WASHOE
 MV0362  USGS QUAD   -  HART MOUNTAIN (1978)
 MV0362
 MV0362                         *CURRENT SURVEY CONTROL
 MV0362  ___________________________________________________________________
 MV0362* NAD 83(1994)-  41 16 58.08722(N)    119 35 08.26668(W)     ADJUSTED  
 MV0362* NAVD 88     -      2076.02   (+/-2cm)    6811.1    (feet)  VERTCON   
 MV0362  ___________________________________________________________________
 MV0362  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 MV0362  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 MV0362
 MV0362  HORZ ORDER  -  SECOND
 MV0362  VERT ORDER  -  THIRD ? (See Below)
 MV0362
 MV0362.The horizontal coordinates were established by classical geodetic methods
 MV0362.and adjusted by the National Geodetic Survey in June 1998..
 MV0362
 MV0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0362.The vertical order pertains to the NGVD 29 superseded value.
 MV0362
 MV0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0362
 MV0362.The geoid height was determined by GEOID03.
 MV0362
 MV0362;                    North         East     Units Scale Factor Converg.
 MV0362;SPC NV W     - 4,725,534.033   716,040.919   MT  0.99998673   -0 39 40.8
 MV0362;SPC NV W     -15,503,689.57  2,349,210.92   sFT  0.99998673   -0 39 40.8
 MV0362;UTM  11      - 4,573,376.263   283,467.057   MT  1.00017707   -1 42 23.8
 MV0362
 MV0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0362!SPC NV W     -   0.99967782  x   0.99998673  =   0.99966455
 MV0362!UTM  11      -   0.99967782  x   1.00017707  =   0.99985483
 MV0362
 MV0362:                Primary Azimuth Mark                     Grid Az
 MV0362:SPC NV W     -  PINTO                                    295 30 28.1
 MV0362:UTM  11      -  PINTO                                    296 33 11.1
 MV0362
 MV0362|---------------------------------------------------------------------|
 MV0362| PID    Reference Object                     Distance      Geod. Az  |
 MV0362|                                                           dddmmss.s |
 MV0362| MV0363 PINTO                               APPROX. 6.3 KM 2945047.3 |
 MV0362|---------------------------------------------------------------------|
 MV0362
 MV0362                          SUPERSEDED SURVEY CONTROL
 MV0362
 MV0362  NAD 83(1992)-  41 16 58.08917(N)    119 35 08.26957(W) AD(       ) 2
 MV0362  NAD 83(1986)-  41 16 58.09451(N)    119 35 08.27210(W) AD(       ) 2
 MV0362  NAD 27      -  41 16 58.47093(N)    119 35 04.55652(W) AD(       ) 2
 MV0362  NGVD 29 (07/19/86) 2074.77   (m)         6807.0    (f) LEVELING    3  
 MV0362
 MV0362.Superseded values are not recommended for survey control.
 MV0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0362.See file dsdata.txt to determine how the superseded data were derived.
 MV0362
 MV0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF8346773376(NAD 83)
 MV0362_MARKER: DD = SURVEY DISK
 MV0362_SETTING: 66 = SET IN ROCK OUTCROP
 MV0362_SP_SET: SET IN BEDROCK
 MV0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0362+STABILITY: POSITION/ELEVATION WELL
 MV0362
 MV0362  HISTORY     - Date     Condition        Report By
 MV0362  HISTORY     - 1966     MONUMENTED       USGS
 MV0362
 MV0362                          STATION DESCRIPTION
 MV0362
 MV0362'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (TKB)
 MV0362'LOCATED ABOUT 26 MI. SE. OF VYA.  6.6 MI. NW. OF THE OLSON
 MV0362'RANCH.  2 MI. S. OF THE HART RANCH.  0.6 MI. W. OF STATE HIGHWAY
 MV0362'34.  ON A ROUND OPEN TOP.
 MV0362'
 MV0362'REACHED BY HELICOPTER.
 MV0362'
 MV0362'STATION MARK--A STANDARD TABLET STAMPED HART 1966, SET IN
 MV0362'FLAT ROCK ON HIGHEST POINT OF TOP.
 MV0362'
 MV0362'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9361 ***********************************************************************
 AH9361  DESIGNATION -  HART
 AH9361  PID         -  AH9361
 AH9361  STATE/COUNTY-  NV/ELKO
 AH9361  USGS QUAD   -  BOONE SPRING (1986)
 AH9361
 AH9361                         *CURRENT SURVEY CONTROL
 AH9361  ___________________________________________________________________
 AH9361* NAD 83(1994)-  40 30 29.64993(N)    114 42 48.00476(W)     ADJUSTED  
 AH9361* NAVD 88     -      2496.6    (meters)    8191.     (feet)  VERTCON   
 AH9361  ___________________________________________________________________
 AH9361  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AH9361  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 AH9361
 AH9361  HORZ ORDER  -  THIRD
 AH9361
 AH9361.The horizontal coordinates were established by classical geodetic methods
 AH9361.and adjusted by the National Geodetic Survey in March 1999..
 AH9361
 AH9361.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9361
 AH9361.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9361
 AH9361.The geoid height was determined by GEOID03.
 AH9361
 AH9361;                    North         East     Units Scale Factor Converg.
 AH9361;SPC NV E     - 8,639,404.710   273,731.897   MT  0.99996690   +0 33 54.5
 AH9361;SPC NV E     -28,344,446.95    898,068.73   sFT  0.99996690   +0 33 54.5
 AH9361;UTM  11      - 4,486,680.924   693,742.411   MT  1.00006206   +1 29 08.8
 AH9361
 AH9361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9361!SPC NV E     -   0.99961136  x   0.99996690  =   0.99957827
 AH9361!UTM  11      -   0.99961136  x   1.00006206  =   0.99967340
 AH9361
 AH9361                          SUPERSEDED SURVEY CONTROL
 AH9361
 AH9361  NGVD 29 (03/11/99) 2495.4    (m)         8187.     (f) VERT ANG       
 AH9361
 AH9361.Superseded values are not recommended for survey control.
 AH9361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9361.See file dsdata.txt to determine how the superseded data were derived.
 AH9361
 AH9361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE9374286681(NAD 83)
 AH9361_MARKER: DS = TRIANGULATION STATION DISK
 AH9361_SETTING: 66 = SET IN ROCK OUTCROP
 AH9361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9361+STABILITY: POSITION/ELEVATION WELL
 AH9361
 AH9361  HISTORY     - Date     Condition        Report By
 AH9361  HISTORY     - 1952     MONUMENTED       USGS
 AH9361
 AH9361                          STATION DESCRIPTION
 AH9361
 AH9361'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AH9361'LOCATED ABOUT 21 MI NE OF CURRIE, ON THE HIGHEST BARE, CONE-SHAPED
 AH9361'PEAK AT THE S END OF THE PEQUOP MOUNTAIN. TO REACH FROM WELLS, DRIVE S
 AH9361'ON US HIGHWAY 93, 48.6 MI OR N FROM CUR- RIE ON US HIGHWAY 93, 34.3 MI
 AH9361'TO A DIRT RD, GO E ON DIRT RD FOR 4.8 MI TO RD FORKS, TAKE LEFT FORK
 AH9361'AND DRIVE 0.2 MI TO RD INTERSECTION, TURN LEFT AND DRIVE 1 MI TO RD
 AH9361'FORKS,TAKE RIGHT FORK AND DRIVE 0.4 MI TO RD FORKS, TAKE LEFT FORK AND
 AH9361'DRIVE 2 MI TO RD FORK IN A DEEP WASH.  TAKE LEFT FORK AND DRIVE UP
 AH9361'DEEP DRAIN 2.7 MI TO RD FORKS.  TAKE RIGHT FORK CONTINUE UP DRAIN 3.7
 AH9361'MI TO SUMMIT AND RD FORKS.  RD FORKS ARE ABOUT 150 FT E OF SUMMIT.
 AH9361'TAKE RIGHT FORK AND DRIVE 0.6 MI TO RD FORK, TAKE RIGHT FORK, FOLLOW
 AH9361'DIM RD ALONG RIDGE FOR 0.7 MI AND END OF TRUCK TRAVELWALK S ALONG
 AH9361'HILLSIDE 1.7 MI TO HIGHEST PEAK AT THE S END OF THE PEQUOP MOUNTAIN
 AH9361'AND STATION.  IF A JEEP IS USED, IT IS POSSIBLE TO DRIVE ALONG THE
 AH9361'HILLSIDE 1.5 MI TO THE BASE OF PEAK AND STATION. STATION
 AH9361'MARK--STANDARD TABLET STAMPED---HART 1952---CEMENTED IN BED- ROCK.
 AH9361'REFERENCE MARK NO. 1--STANDARD TABLET CEMENTED IN ROCK OUTCROP, 11.60
 AH9361'FT FROM STATION MARK IN DIRECTI 86 DEGREE 06 MINUTE. REFERENCE MARK
 AH9361'NO. 2--STANDARD TABLET CEMENTED IN ROCK OUTCROP, 32.07 FT FROM STATION
 AH9361'MARK IN DIRECTI 155 DEGREE 10 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0111 ***********************************************************************
 LQ0111  DESIGNATION -  HARVE
 LQ0111  PID         -  LQ0111
 LQ0111  STATE/COUNTY-  NV/ELKO
 LQ0111  USGS QUAD   -  PILOT (1982)
 LQ0111
 LQ0111                         *CURRENT SURVEY CONTROL
 LQ0111  ___________________________________________________________________
 LQ0111* NAD 83(1994)-  40 47 46.72603(N)    114 09 47.22230(W)     ADJUSTED  
 LQ0111* NAVD 88     -      1441.817  (meters)    4730.36   (feet)  ADJUSTED  
 LQ0111  ___________________________________________________________________
 LQ0111  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 LQ0111  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 LQ0111  DYNAMIC HT  -        1440.678 (meters)    4726.62  (feet)  COMP
 LQ0111  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 LQ0111
 LQ0111  HORZ ORDER  -  SECOND
 LQ0111  VERT ORDER  -  SECOND    CLASS 0
 LQ0111
 LQ0111.The horizontal coordinates were established by classical geodetic methods
 LQ0111.and adjusted by the National Geodetic Survey in June 1998..
 LQ0111
 LQ0111.The orthometric height was determined by differential leveling
 LQ0111.and adjusted by the National Geodetic Survey in June 1991..
 LQ0111
 LQ0111.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0111
 LQ0111.The geoid height was determined by GEOID03.
 LQ0111
 LQ0111.The dynamic height is computed by dividing the NAVD 88
 LQ0111.geopotential number by the normal gravity value computed on the
 LQ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0111.degrees latitude (g = 980.6199 gals.).
 LQ0111
 LQ0111.The modeled gravity was interpolated from observed gravity values.
 LQ0111
 LQ0111;                    North         East     Units Scale Factor Converg.
 LQ0111;SPC NV E     - 8,671,998.586   319,847.065   MT  1.00007674   +0 55 40.9
 LQ0111;SPC NV E     -28,451,382.03  1,049,364.91   sFT  1.00007674   +0 55 40.9
 LQ0111;SPC UT C     - 2,276,797.543   275,274.066   MT  1.00003970   -1 42 21.4
 LQ0111;UTM  11      - 4,520,019.225   739,333.633   MT  1.00030509   +1 51 15.9
 LQ0111
 LQ0111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0111!SPC NV E     -   0.99977669  x   1.00007674  =   0.99985342
 LQ0111!SPC UT C     -   0.99977669  x   1.00003970  =   0.99981639
 LQ0111!UTM  11      -   0.99977669  x   1.00030509  =   1.00008172
 LQ0111
 LQ0111:                Primary Azimuth Mark                     Grid Az
 LQ0111:SPC NV E     -  NIX                                      141 48 35.2
 LQ0111:SPC UT C     -  NIX                                      144 26 37.5
 LQ0111:UTM  11      -  NIX                                      140 53 00.2
 LQ0111
 LQ0111|---------------------------------------------------------------------|
 LQ0111| PID    Reference Object                     Distance      Geod. Az  |
 LQ0111|                                                           dddmmss.s |
 LQ0111| LQ0115 NIX                                 APPROX. 3.3 KM 1424416.1 |
 LQ0111| LQ0592 HIGHWAY 40 ROW MARK                  11.500 METERS 21148     |
 LQ0111| LQ0110 HARVE RM 1                            8.489 METERS 31819     |
 LQ0111|---------------------------------------------------------------------|
 LQ0111
 LQ0111                          SUPERSEDED SURVEY CONTROL
 LQ0111
 LQ0111  NAD 83(1994)-  40 47 46.72597(N)    114 09 47.22214(W) AD(       ) 2
 LQ0111  NAD 83(1986)-  40 47 46.71945(N)    114 09 47.21568(W) AD(       ) 2
 LQ0111  NAD 27      -  40 47 46.97373(N)    114 09 44.16472(W) AD(       ) 2
 LQ0111  NGVD 29 (??/??/92) 1440.83   (m)         4727.1    (f) COMPUTED    2 0
 LQ0111
 LQ0111.Superseded values are not recommended for survey control.
 LQ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0111.See file dsdata.txt to determine how the superseded data were derived.
 LQ0111
 LQ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF3933420019(NAD 83)
 LQ0111_MARKER: DS = TRIANGULATION STATION DISK
 LQ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0111_STAMPING: HARVE 1957
 LQ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0111+STABILITY: SURFACE MOTION
 LQ0111
 LQ0111  HISTORY     - Date     Condition        Report By
 LQ0111  HISTORY     - 1957     MONUMENTED       CGS
 LQ0111  HISTORY     - 1957     GOOD             CGS
 LQ0111  HISTORY     - 1958     GOOD             NGS
 LQ0111
 LQ0111                          STATION DESCRIPTION
 LQ0111
 LQ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0111'THE STATION IS LOCATED IN A FLAT AREA, ABOUT 8 MILES NORTHWEST
 LQ0111'OF WENDOVER.  IT IS ON THE SOUTHWEST SIDE OF U.S. HIGHWAY 40,
 LQ0111'1.3 MILES SOUTHEAST FROM A TELEPHONE RELAY STATION.
 LQ0111'
 LQ0111'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 50 ALTERNATE IN
 LQ0111'WENDOVER, GO NORTHWEST ON U.S. HIGHWAY 40 FOR 7.5 MILES TO
 LQ0111'STATION ON LEFT.
 LQ0111'
 LQ0111'THE STATION MARK, STAMPED HARVE 1957, IS A STANDARD BRONZE DISK
 LQ0111'SET IN A CONCRETE CYLINDER WHICH PROJECTS 6 INCHES.  IT IS
 LQ0111'241 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 57 FEET
 LQ0111'WEST OF A BILLBOARD ADVERTISING HARVEYS CHEVRON SERVICE STATION,
 LQ0111'AND 7 FEET SOUTHWEST OF A WHITE WITNESS POST.
 LQ0111'
 LQ0111'REFERENCE MARK NO. 1, STAMPED HARVE NO 1 1957, IS A STANDARD
 LQ0111'BRONZE DISK SET IN A CONCRETE CYLINDER WHICH PROJECTS 1 INCH.
 LQ0111'IT IS ABOUT LEVEL WITH THE STATION MARK.
 LQ0111'
 LQ0111'REFERENCE MARK NO. 2 IS A NEVADA HIGHWAY DEPARTMENT MARK.  IT
 LQ0111'IS A COPPER PIN SET IN THE TOP OF A SQUARE CONCRETE POST
 LQ0111'WHICH PROJECTS 12 INCHES.
 LQ0111
 LQ0111                          STATION RECOVERY (1957)
 LQ0111
 LQ0111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0111'7.3 MI NW FROM WENDOVER, UT.
 LQ0111'7.3 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0111'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, 239.0 FEET
 LQ0111'SOUTHWEST OF CENTERLINE OF HIGHWAY, 28.0 FEET SOUTHEAST OF R.M. 1,
 LQ0111'37.5 FEET NORTH OF R.M. 2, 7.0 FEET SOUTH OF WITNESS POST, SET IN A
 LQ0111'ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 LQ0111
 LQ0111                          STATION RECOVERY (1958)
 LQ0111
 LQ0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0110 ***********************************************************************
 LQ0110  DESIGNATION -  HARVE RM 1
 LQ0110  PID         -  LQ0110
 LQ0110  STATE/COUNTY-  NV/ELKO
 LQ0110  USGS QUAD   -  PILOT (1982)
 LQ0110
 LQ0110                         *CURRENT SURVEY CONTROL
 LQ0110  ___________________________________________________________________
 LQ0110* NAD 83(1986)-  40 47 46.     (N)    114 09 47.     (W)     SCALED    
 LQ0110* NAVD 88     -      1441.736  (meters)    4730.10   (feet)  ADJUSTED  
 LQ0110  ___________________________________________________________________
 LQ0110  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 LQ0110  DYNAMIC HT  -        1440.597 (meters)    4726.36  (feet)  COMP
 LQ0110  MODELED GRAV-     979,784.0   (mgal)                       NAVD 88
 LQ0110
 LQ0110  VERT ORDER  -  SECOND    CLASS 0
 LQ0110
 LQ0110.The horizontal coordinates were scaled from a topographic map and have
 LQ0110.an estimated accuracy of +/- 6 seconds.
 LQ0110
 LQ0110.The orthometric height was determined by differential leveling
 LQ0110.and adjusted by the National Geodetic Survey in June 1991..
 LQ0110
 LQ0110.The geoid height was determined by GEOID03.
 LQ0110
 LQ0110.The dynamic height is computed by dividing the NAVD 88
 LQ0110.geopotential number by the normal gravity value computed on the
 LQ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0110.degrees latitude (g = 980.6199 gals.).
 LQ0110
 LQ0110.The modeled gravity was interpolated from observed gravity values.
 LQ0110
 LQ0110;                    North         East    Units  Estimated Accuracy
 LQ0110;SPC NV E     - 8,671,980.      319,850.      MT  (+/- 180 meters Scaled)
 LQ0110
 LQ0110                          SUPERSEDED SURVEY CONTROL
 LQ0110
 LQ0110  NGVD 29 (??/??/92) 1440.744  (m)         4726.84   (f) ADJ UNCH    2 0
 LQ0110
 LQ0110.Superseded values are not recommended for survey control.
 LQ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0110.See file dsdata.txt to determine how the superseded data were derived.
 LQ0110
 LQ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF393199(NAD 83)
 LQ0110_MARKER: DR = REFERENCE MARK DISK
 LQ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0110_STAMPING: HARVE NO 1 1957
 LQ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0110+STABILITY: SURFACE MOTION
 LQ0110
 LQ0110  HISTORY     - Date     Condition        Report By
 LQ0110  HISTORY     - 1957     MONUMENTED       CGS
 LQ0110  HISTORY     - 1958     GOOD             NGS
 LQ0110
 LQ0110                          STATION DESCRIPTION
 LQ0110
 LQ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0110'7.3 MI NW FROM WENDOVER, UT.
 LQ0110'7.3 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0110'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, 240.0 FEET
 LQ0110'SOUTHWEST OF CENTERLINE OF HIGHWAY, 28.0 FEET NORTHWEST OF STATION
 LQ0110'MARK, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND
 LQ0110'SURFACE.
 LQ0110
 LQ0110                          STATION RECOVERY (1958)
 LQ0110
 LQ0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0112 ***********************************************************************
 LQ0112  DESIGNATION -  HARVE RM 2
 LQ0112  PID         -  LQ0112
 LQ0112  STATE/COUNTY-  NV/ELKO
 LQ0112  USGS QUAD   -  PILOT (1982)
 LQ0112
 LQ0112                         *CURRENT SURVEY CONTROL
 LQ0112  ___________________________________________________________________
 LQ0112* NAD 83(1986)-  40 47 47.     (N)    114 09 47.     (W)     SCALED    
 LQ0112* NAVD 88     -      1441.663  (meters)    4729.86   (feet)  ADJUSTED  
 LQ0112  ___________________________________________________________________
 LQ0112  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 LQ0112  DYNAMIC HT  -        1440.524 (meters)    4726.12  (feet)  COMP
 LQ0112  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 LQ0112
 LQ0112  VERT ORDER  -  SECOND    CLASS 0
 LQ0112
 LQ0112.The horizontal coordinates were scaled from a topographic map and have
 LQ0112.an estimated accuracy of +/- 6 seconds.
 LQ0112
 LQ0112.The orthometric height was determined by differential leveling
 LQ0112.and adjusted by the National Geodetic Survey in June 1991..
 LQ0112
 LQ0112.The geoid height was determined by GEOID03.
 LQ0112
 LQ0112.The dynamic height is computed by dividing the NAVD 88
 LQ0112.geopotential number by the normal gravity value computed on the
 LQ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0112.degrees latitude (g = 980.6199 gals.).
 LQ0112
 LQ0112.The modeled gravity was interpolated from observed gravity values.
 LQ0112
 LQ0112;                    North         East    Units  Estimated Accuracy
 LQ0112;SPC NV E     - 8,672,010.      319,850.      MT  (+/- 180 meters Scaled)
 LQ0112
 LQ0112                          SUPERSEDED SURVEY CONTROL
 LQ0112
 LQ0112  NGVD 29 (??/??/92) 1440.67   (m)         4726.6    (f) COMPUTED    2 0
 LQ0112
 LQ0112.Superseded values are not recommended for survey control.
 LQ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0112.See file dsdata.txt to determine how the superseded data were derived.
 LQ0112
 LQ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF393200(NAD 83)
 LQ0112_MARKER: DR = REFERENCE MARK DISK
 LQ0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0112+STABILITY: SURFACE MOTION
 LQ0112
 LQ0112  HISTORY     - Date     Condition        Report By
 LQ0112  HISTORY     - UNK      MONUMENTED       NVDH
 LQ0112  HISTORY     - 1957     GOOD             NGS
 LQ0112  HISTORY     - 1958     GOOD             NGS
 LQ0112
 LQ0112                          STATION DESCRIPTION
 LQ0112
 LQ0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LQ0112'7.3 MI NW FROM WENDOVER, UT.
 LQ0112'7.3 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0112'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, 376.0 FEET
 LQ0112'SOUTHWEST OF CENTERLINE OF HIGHWAY, 37.5 FEET SOUTH OF STATION MARK, A
 LQ0112'BRASS PIN CAST IN A SQUARE CONCRETE POST PROJECTING 10 INCHES ABOVE
 LQ0112'GROUND SURFACE.
 LQ0112
 LQ0112                          STATION RECOVERY (1958)
 LQ0112
 LQ0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1611 ***********************************************************************
 KR1611  DESIGNATION -  HAWES
 KR1611  PID         -  KR1611
 KR1611  STATE/COUNTY-  NV/LYON
 KR1611  USGS QUAD   -  SILVER SPRINGS NORTH (1993)
 KR1611
 KR1611                         *CURRENT SURVEY CONTROL
 KR1611  ___________________________________________________________________
 KR1611* NAD 83(1994)-  39 25 31.44864(N)    119 10 26.59072(W)     ADJUSTED  
 KR1611* NAVD 88     -      1280.0    (meters)    4199.     (feet)  VERTCON   
 KR1611  ___________________________________________________________________
 KR1611  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 KR1611  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 KR1611
 KR1611  HORZ ORDER  -  SECOND
 KR1611
 KR1611.The horizontal coordinates were established by classical geodetic methods
 KR1611.and adjusted by the National Geodetic Survey in June 1998..
 KR1611
 KR1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1611
 KR1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1611
 KR1611.The geoid height was determined by GEOID03.
 KR1611
 KR1611;                    North         East     Units Scale Factor Converg.
 KR1611;SPC NV W     - 4,518,988.254   749,140.823   MT  0.99993184   -0 22 30.6
 KR1611;SPC NV W     -14,826,047.30  2,457,806.18   sFT  0.99993184   -0 22 30.6
 KR1611;UTM  11      - 4,366,240.965   312,868.630   MT  1.00003117   -1 22 51.9
 KR1611
 KR1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1611!SPC NV W     -   0.99980305  x   0.99993184  =   0.99973490
 KR1611!UTM  11      -   0.99980305  x   1.00003117  =   0.99983421
 KR1611
 KR1611                          SUPERSEDED SURVEY CONTROL
 KR1611
 KR1611  NAD 83(1992)-  39 25 31.45442(N)    119 10 26.57900(W) AD(       ) 2
 KR1611  NAD 83(1986)-  39 25 31.45795(N)    119 10 26.57124(W) AD(       ) 2
 KR1611  NAD 27      -  39 25 31.75800(N)    119 10 22.98100(W) AD(       ) 2
 KR1611  NGVD 29 (07/19/86) 1279.0    (m)         4196.     (f) VERT ANG       
 KR1611
 KR1611.Superseded values are not recommended for survey control.
 KR1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1611.See file dsdata.txt to determine how the superseded data were derived.
 KR1611
 KR1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD1286966241(NAD 83)
 KR1611
 KR1611  HISTORY     - Date     Condition        Report By
 KR1611  HISTORY     - 1951     MONUMENTED       CGS
 KR1611
 KR1611                          STATION DESCRIPTION
 KR1611
 KR1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1611'STATION IS NAIL DRIVEN IN TOP OF 4 IN X 4 IN X 4 FT WOOD
 KR1611'POST SET 2 FEET IN GROUND AND MARKING THE WEST 1/4 CORNER FOR
 KR1611'SEC. 15, T. 18 N., R. 25 E.  A 6 FT HIGH WHITE CLOTH COVERED TRIPOD
 KR1611'TARGET OVER POINT.
 KR1611'
 KR1611'LOCATED APPROXIMATELY 10.0 MILES AIR LINE NORTHEAST FROM WEEKS,
 KR1611'NEVADA.
 KR1611'
 KR1611'TO REACH FROM FALLON, NEVADA POST OFFICE GO WESTERLY ON U.S.
 KR1611'50 FOR 21.4 MILES AT THIS POINT LEAVE OIL HIGHWAY ON SOUTH
 KR1611'BEARING ACROSS COUNTRY FOR 0.16 MILE TO 1/4 CORNER AND STATION
 KR1611'SITE.
 KR1611'
 KR1611'NOTE--A DIRT ROAD LEADING SOUTHERLY FROM U.S. 50, 200 FEET EAST
 KR1611'OF POINT TO TAKE SOUTH BEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0078 ***********************************************************************
 JR0078  DESIGNATION -  HAWTHORNE NAVAL BASE
 JR0078  PID         -  JR0078
 JR0078  STATE/COUNTY-  NV/MINERAL
 JR0078  USGS QUAD   -  HAWTHORNE WEST (1987)
 JR0078
 JR0078                         *CURRENT SURVEY CONTROL
 JR0078  ___________________________________________________________________
 JR0078* NAD 83(1994)-  38 32 51.21637(N)    118 39 05.01844(W)     ADJUSTED  
 JR0078* NAVD 88     -      1267.81   (+/-2cm)    4159.5    (feet)  VERTCON   
 JR0078  ___________________________________________________________________
 JR0078  LAPLACE CORR-          -6.10  (seconds)                    DEFLEC99
 JR0078  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 JR0078
 JR0078  HORZ ORDER  -  FIRST
 JR0078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0078
 JR0078.The horizontal coordinates were established by classical geodetic methods
 JR0078.and adjusted by the National Geodetic Survey in June 1998..
 JR0078
 JR0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0078.The vertical order pertains to the NGVD 29 superseded value.
 JR0078
 JR0078.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0078
 JR0078.The geoid height was determined by GEOID03.
 JR0078
 JR0078;                    North         East     Units Scale Factor Converg.
 JR0078;SPC NV W     - 4,421,379.827   794,067.378   MT  0.99990043   -0 02 32.7
 JR0078;SPC NV W     -14,505,810.32  2,605,202.72   sFT  0.99990043   -0 02 32.7
 JR0078;UTM  11      - 4,267,863.356   356,092.194   MT  0.99985503   -1 01 45.4
 JR0078
 JR0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0078!SPC NV W     -   0.99980502  x   0.99990043  =   0.99970547
 JR0078!UTM  11      -   0.99980502  x   0.99985503  =   0.99966007
 JR0078
 JR0078:                Primary Azimuth Mark                     Grid Az
 JR0078:SPC NV W     -  RYAN                                     050 43 25.2
 JR0078:UTM  11      -  RYAN                                     051 42 37.9
 JR0078
 JR0078|---------------------------------------------------------------------|
 JR0078| PID    Reference Object                     Distance      Geod. Az  |
 JR0078|                                                           dddmmss.s |
 JR0078| JR0939 RYAN                                APPROX.22.1 KM 0504052.5 |
 JR0078| DB1877 HAWTHORNE NAVAL BASE RM 1             8.400 METERS 13535     |
 JR0078| DB1878 HAWTHORNE NAVAL BASE RM 2            12.565 METERS 24323     |
 JR0078| JR1054 MOUNT GRANT                         APPROX.12.5 KM 2814439.8 |
 JR0078| DB1876 HAWTHORNE NAVAL BASE AZ MK                         3070904.9 |
 JR0078|---------------------------------------------------------------------|
 JR0078
 JR0078                          SUPERSEDED SURVEY CONTROL
 JR0078
 JR0078  NAD 83(1992)-  38 32 51.21804(N)    118 39 05.01420(W) AD(       ) 1
 JR0078  NAD 83(1986)-  38 32 51.21881(N)    118 39 04.99738(W) AD(       ) 1
 JR0078  NAD 27      -  38 32 51.49700(N)    118 39 01.51700(W) AD(       ) 1
 JR0078  NGVD 29 (??/??/92) 1266.703  (m)         4155.84   (f) ADJ UNCH    2 0
 JR0078
 JR0078.Superseded values are not recommended for survey control.
 JR0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0078.See file dsdata.txt to determine how the superseded data were derived.
 JR0078
 JR0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC5609267863(NAD 83)
 JR0078_MARKER: DS = TRIANGULATION STATION DISK
 JR0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0078_STAMPING: HAWTHORNE NAVAL BASE 1935
 JR0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0078+STABILITY: SURFACE MOTION
 JR0078
 JR0078  HISTORY     - Date     Condition        Report By
 JR0078  HISTORY     - 1935     MONUMENTED       CGS
 JR0078  HISTORY     - 1945     GOOD             CGS
 JR0078  HISTORY     - 1953     GOOD             CGS
 JR0078  HISTORY     - 1953     GOOD             NGS
 JR0078  HISTORY     - 1954     GOOD             USGS
 JR0078  HISTORY     - 1955     GOOD             CGS
 JR0078  HISTORY     - 20020622 MARK NOT FOUND   USGS-R
 JR0078
 JR0078                          STATION DESCRIPTION
 JR0078
 JR0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 JR0078'STATION IS 2 MILES, AIRLINE, W X N OF THE TOWN OF HAWTHORNE,
 JR0078'19-1/2 METERS (63.97 FEET) S OF THE CENTER LINE OF THE HIGHWAY,
 JR0078'AND 12 METERS (39.37 FEET) W OF THE ROAD TO THE ENTRANCE
 JR0078'OF THE MARINE BASE, AND 12-1/2 METERS (41.01 FEET) N OF
 JR0078'MARINE BASE FENCE.
 JR0078'
 JR0078'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JR0078'DISKS SET IN CONCRETE.
 JR0078'
 JR0078'REACHED FROM HAWTHORNE AS FOLLOWS--GO N AND W ON THE HIGHWAY
 JR0078'2.2 MILES TO THE POINT MENTIONED ABOVE, AND STATION.
 JR0078'
 JR0078'AZIMUTH MARK IS IN THE N END OF THE SECOND BRIDGE 0.45 MILE
 JR0078'W OF THE STATION.
 JR0078
 JR0078                          STATION RECOVERY (1945)
 JR0078
 JR0078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 JR0078'LETTER OF COMMANDING OFFICER, NAVAL AMMUNITION DEPOT, HAWTHORNE,
 JR0078'NEVADA, DATED MAY 2, 1945--
 JR0078'
 JR0078'IN ORDER TO WIDEN THE ENTRANCE GATE OF THE INDUSTRIAL AREA,
 JR0078'NAD, HAWTHORNE, NEV., IT WAS NECESSARY TO RELOCATE REFERENCE
 JR0078'MARK NO. 1.
 JR0078'
 JR0078'REFERENCE MARK NO. 1 WAS MOVED ON LINE WITH THE TRIANGULATION
 JR0078'STATION TO A POINT 15.55 FEET FROM THE TRIANGULATION STATION
 JR0078'AND 12.00 FEET FROM THE OLD LOCATION OF THE REFERENCE MARK.
 JR0078'THE FOLLOWING ANGLES WERE OBSERVED--
 JR0078'
 JR0078'(1) ANGLE AT TRIANGULATION STATION BETWEEN R.M. NO. 1 AND
 JR0078'R.M. NO. 2 = 107 DEG 49 MIN 48 SEC.
 JR0078'
 JR0078'(2) ANGLE AT R.M. NO. 1 BETWEEN TRIANGULATION STATION AND
 JR0078'R.M. NO. 2 = 54 DEG 17 MIN 36 SEC.
 JR0078
 JR0078                          STATION RECOVERY (1953)
 JR0078
 JR0078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EWR)
 JR0078'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 JR0078'AS DESCRIBED.
 JR0078
 JR0078                          STATION RECOVERY (1953)
 JR0078
 JR0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 JR0078'AT HAWTHORNE NAD.
 JR0078'AT THE MAIN GATE OF THE HAWTHORNE NAVAL AMMUNITION DEPOT, IN THE
 JR0078'LAWN AT THE NORTHEAST SIDE OF THE GATE, 63.6 FEET SOUTHWEST OF
 JR0078'THE CENTER LINE OF U.S. HIGHWAY 95, 61.3 FEET NORTH OF THE
 JR0078'NORTH CORNER OF THE GUARD HOUSE AT THE CENTER OF THE GATE, 15.5
 JR0078'FEET NORTHWEST OF REFERENCE MARK NO.1, 41.2 FEET NORTHEAST OF
 JR0078'REFERENCE MARK NO.2, 13.4 FEET WEST OF THE WEST CORNER OF THE
 JR0078'SOUTHWEST HEAD WALL OF A 12-INCH CONCRETE PIPE CULVERT, ABOUT
 JR0078'LEVEL WITH THE ENTRANCE ROAD TO THE DEPOT, AND SET IN THE TOP
 JR0078'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 JR0078
 JR0078                          STATION RECOVERY (1954)
 JR0078
 JR0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JR0078'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38118-4, STATION 1002.
 JR0078'
 JR0078'NOTE BY USGS, 1954--STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD
 JR0078'CONDITION.
 JR0078'
 JR0078'SURFACE MARK IS STANDARD BRONZE DISK SET IN CONCRETE.
 JR0078
 JR0078                          STATION RECOVERY (1955)
 JR0078
 JR0078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 JR0078'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 JR0078'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 JR0078'
 JR0078'REFERENCE MARK 1 AND THE AZIMUTH MARK HAVE BEEN RESET SINCE
 JR0078'1935.  REFERENCE MARK 1 WAS FOUND TO BE CLOSER TO THE STATION
 JR0078'MARK AND THE AZIMUTH MARK IS NOW ON THE OPPOSITE END OF
 JR0078'THE BRIDGE.  THE DISTANCE TO REFERENCE MARK 2 CHECKED WITH
 JR0078'THE 1935 MEASUREMENT.
 JR0078'
 JR0078'THE STATION WAS NOT OCCUPIED AT THIS TIME, NOR WERE THE
 JR0078'DIRECTIONS TAKEN TO THE REFERENCE MARKS AND AZIMUTH MARK.
 JR0078'
 JR0078'REFERENCE MARK 1 WAS FOUND TO BE 4.734 METERS OR 15.53 FEET
 JR0078'FROM THE STATION MARK.
 JR0078'
 JR0078'THE AZIMUTH MARK IS IN THE SOUTH END OF THE SECOND BRIDGE
 JR0078'ACROSS U.S. HIGHWAY 95 0.45 MILE WEST OF THE STATION.
 JR0078
 JR0078                          STATION RECOVERY (2002)
 JR0078
 JR0078'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2002 (JMM)
 JR0078'MARK WAS NOT RECOVERED AND KNOWLEDGEABLE PEOPLE AT THE NAVAL BASE
 JR0078'CLAIM THE MARK WAS DESTROYED IN THE LATE 50S EARLY 60S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0079 ***********************************************************************
 JR0079  DESIGNATION -  HAWTHORNE NAVAL BASE RM 1
 JR0079  PID         -  JR0079
 JR0079  STATE/COUNTY-  NV/MINERAL
 JR0079  USGS QUAD   -  HAWTHORNE WEST (1987)
 JR0079
 JR0079                         *CURRENT SURVEY CONTROL
 JR0079  ___________________________________________________________________
 JR0079* NAD 83(1986)-  38 32 50.     (N)    118 39 03.     (W)     SCALED    
 JR0079* NAVD 88     -      1267.90   (+/-2cm)    4159.8    (feet)  VERTCON   
 JR0079  ___________________________________________________________________
 JR0079  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 JR0079
 JR0079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0079
 JR0079.The horizontal coordinates were scaled from a topographic map and have
 JR0079.an estimated accuracy of +/- 6 seconds.
 JR0079
 JR0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0079.The vertical order pertains to the NGVD 29 superseded value.
 JR0079
 JR0079.The geoid height was determined by GEOID03.
 JR0079
 JR0079;                    North         East    Units  Estimated Accuracy
 JR0079;SPC NV W     - 4,421,340.      794,120.      MT  (+/- 180 meters Scaled)
 JR0079
 JR0079                          SUPERSEDED SURVEY CONTROL
 JR0079
 JR0079  NGVD 29 (??/??/92) 1266.798  (m)         4156.15   (f) ADJ UNCH    2 0
 JR0079
 JR0079.Superseded values are not recommended for survey control.
 JR0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0079.See file dsdata.txt to determine how the superseded data were derived.
 JR0079
 JR0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC561678(NAD 83)
 JR0079_MARKER: DR = REFERENCE MARK DISK
 JR0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0079_STAMPING: HAWTHORNE NB NO 1 1935
 JR0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0079+STABILITY: SURFACE MOTION
 JR0079
 JR0079  HISTORY     - Date     Condition        Report By
 JR0079  HISTORY     - 1935     MONUMENTED       CGS
 JR0079  HISTORY     - 1953     GOOD             NGS
 JR0079
 JR0079                          STATION DESCRIPTION
 JR0079
 JR0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0079'AT HAWTHORNE NAD.
 JR0079'AT THE MAIN GATE OF THE HAWTHORNE NAVAL AMMUNITION DEPOT, IN THE
 JR0079'LAWN AT THE NORTHEAST SIDE OF THE GATE, 57.6 FEET NORTH OF THE
 JR0079'NORTH CORNER OF THE GUARD HOUSE IN THE CENTER OF THE GATE, 48.4
 JR0079'FEET SOUTHEAST OF R.M. 2, 15.5 FEET SOUTHEAST OF HAWTHORNE
 JR0079'NAVAL BASE TRIANGULATION STATION, 7.6 FEET NORTHWEST OF THE
 JR0079'SOUTHEAST EDGE OF THE LAWN, ABOUT LEVEL WITH THE ENTRANCE ROAD
 JR0079'TO THE BASE, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A
 JR0079'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0080 ***********************************************************************
 JR0080  DESIGNATION -  HAWTHORNE NAVAL BASE RM 2
 JR0080  PID         -  JR0080
 JR0080  STATE/COUNTY-  NV/MINERAL
 JR0080  USGS QUAD   -  HAWTHORNE WEST (1987)
 JR0080
 JR0080                         *CURRENT SURVEY CONTROL
 JR0080  ___________________________________________________________________
 JR0080* NAD 83(1986)-  38 32 50.     (N)    118 39 03.     (W)     SCALED    
 JR0080* NAVD 88     -      1268.88   (+/-2cm)    4163.0    (feet)  VERTCON   
 JR0080  ___________________________________________________________________
 JR0080  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 JR0080
 JR0080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0080
 JR0080.The horizontal coordinates were scaled from a topographic map and have
 JR0080.an estimated accuracy of +/- 6 seconds.
 JR0080
 JR0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0080.The vertical order pertains to the NGVD 29 superseded value.
 JR0080
 JR0080.The geoid height was determined by GEOID03.
 JR0080
 JR0080;                    North         East    Units  Estimated Accuracy
 JR0080;SPC NV W     - 4,421,340.      794,120.      MT  (+/- 180 meters Scaled)
 JR0080
 JR0080                          SUPERSEDED SURVEY CONTROL
 JR0080
 JR0080  NGVD 29 (??/??/92) 1267.775  (m)         4159.36   (f) ADJ UNCH    2 0
 JR0080
 JR0080.Superseded values are not recommended for survey control.
 JR0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0080.See file dsdata.txt to determine how the superseded data were derived.
 JR0080
 JR0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC561678(NAD 83)
 JR0080_MARKER: DR = REFERENCE MARK DISK
 JR0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0080_SP_SET: FENCE POST
 JR0080_STAMPING: HAWTHORNE NB NO 2 1935
 JR0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0080
 JR0080  HISTORY     - Date     Condition        Report By
 JR0080  HISTORY     - 1935     MONUMENTED       CGS
 JR0080  HISTORY     - 1953     GOOD             NGS
 JR0080
 JR0080                          STATION DESCRIPTION
 JR0080
 JR0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0080'AT HAWTHORNE NAD.
 JR0080'AT THE MAIN GATE OF THE HAWTHORNE NAVAL AMMUNITION DEPOT, IN THE
 JR0080'LAWN AT THE NORTHEAST SIDE OF THE GATE, IN THE TOP OF A CONCRETE
 JR0080'FENCE POST, 39.5 FEET NORTH OF THE CENTER OF THE GATE, 48.4 FEET
 JR0080'NORTHWEST OF R.M. 1, 41.2 FEET SOUTHWEST OF HAWTHORNE NAVAL
 JR0080'BASE TRIANGULATION STATION, ABOUT 3 1/2 FEET HIGHER THAN THE
 JR0080'STATION, AND 3.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1014 ***********************************************************************
 JR1014  DESIGNATION -  HAWTHORNE NAVAL BASE AWY BCN
 JR1014  PID         -  JR1014
 JR1014  STATE/COUNTY-  NV/MINERAL
 JR1014  USGS QUAD   -  HAWTHORNE EAST (1987)
 JR1014
 JR1014                         *CURRENT SURVEY CONTROL
 JR1014  ___________________________________________________________________
 JR1014* NAD 83(1994)-  38 34 02.27146(N)    118 35 27.78965(W)     ADJUSTED  
 JR1014* NAVD 88     -                                                        
 JR1014  ___________________________________________________________________
 JR1014  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 JR1014  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 JR1014
 JR1014  HORZ ORDER  -  THIRD
 JR1014
 JR1014.The horizontal coordinates were established by classical geodetic methods
 JR1014.and adjusted by the National Geodetic Survey in June 1998..
 JR1014
 JR1014
 JR1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1014
 JR1014.The geoid height was determined by GEOID03.
 JR1014
 JR1014;                    North         East     Units Scale Factor Converg.
 JR1014;SPC NV W     - 4,423,568.445   799,327.314   MT  0.99990001   -0 00 17.3
 JR1014;SPC NV W     -14,512,990.81  2,622,459.70   sFT  0.99990001   -0 00 17.3
 JR1014;UTM  11      - 4,269,960.924   361,388.764   MT  0.99983660   -0 59 31.5
 JR1014
 JR1014                          SUPERSEDED SURVEY CONTROL
 JR1014
 JR1014  NAD 83(1992)-  38 34 02.27437(N)    118 35 27.78640(W) AD(       ) 4
 JR1014  NAD 83(1986)-  38 34 02.26943(N)    118 35 27.81248(W) AD(       ) 4
 JR1014  NAD 27      -  38 34 02.56000(N)    118 35 24.30000(W) AD(       ) 3
 JR1014
 JR1014.Superseded values are not recommended for survey control.
 JR1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1014.See file dsdata.txt to determine how the superseded data were derived.
 JR1014
 JR1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC6138969961(NAD 83)
 JR1014_MARKER: 22 = AIRWAY BEACON
 JR1014
 JR1014  HISTORY     - Date     Condition        Report By
 JR1014  HISTORY     - 1935     FIRST OBSERVED   CGS
 JR1014
 JR1014                          STATION DESCRIPTION
 JR1014
 JR1014'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0517 ***********************************************************************
 JQ0517  FBN         -  This is a Federal Base Network Control Station.
 JQ0517  DESIGNATION -  HAYET
 JQ0517  PID         -  JQ0517
 JQ0517  STATE/COUNTY-  NV/NYE
 JQ0517  USGS QUAD   -  EAST OF TONOPAH (1987)
 JQ0517
 JQ0517                         *CURRENT SURVEY CONTROL
 JQ0517  ___________________________________________________________________
 JQ0517* NAD 83(1999)-  38 04 31.34308(N)    117 04 27.93806(W)     ADJUSTED  
 JQ0517* NAVD 88     -      1658.4    (meters)    5441.     (feet)  GPS OBS   
 JQ0517  ___________________________________________________________________
 JQ0517  EPOCH DATE  -        1999.37
 JQ0517  X           -  -2,288,736.748 (meters)                     COMP
 JQ0517  Y           -  -4,477,510.600 (meters)                     COMP
 JQ0517  Z           -   3,913,040.616 (meters)                     COMP
 JQ0517  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 JQ0517  ELLIP HEIGHT-        1633.51  (meters)          (05/16/00) GPS OBS
 JQ0517  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 JQ0517
 JQ0517  HORZ ORDER  -  A
 JQ0517  ELLP ORDER  -  FOURTH    CLASS I
 JQ0517
 JQ0517.The horizontal coordinates were established by GPS observations
 JQ0517.and adjusted by the National Geodetic Survey in May 2000..
 JQ0517.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 JQ0517.DATUM ITEM on the data sheet items page.
 JQ0517.The horizontal coordinates are valid at the epoch date displayed above.
 JQ0517.The epoch date for horizontal control is a decimal equivalence
 JQ0517.of Year/Month/Day.
 JQ0517
 JQ0517.The orthometric height was determined by GPS observations and a
 JQ0517.high-resolution geoid model.
 JQ0517
 JQ0517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JQ0517
 JQ0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0517
 JQ0517.The ellipsoidal height was determined by GPS observations
 JQ0517.and is referenced to NAD 83.
 JQ0517
 JQ0517.The geoid height was determined by GEOID03.
 JQ0517
 JQ0517;                    North         East     Units Scale Factor Converg.
 JQ0517;SPC NV C     - 6,369,047.494   464,225.578   MT  0.99991576   -0 15 05.3
 JQ0517;SPC NV C     -20,895,783.32  1,523,046.75   sFT  0.99991576   -0 15 05.3
 JQ0517;SPC NV W     - 4,370,044.164   932,385.637   MT  1.00011579   +0 55 50.4
 JQ0517;SPC NV W     -14,337,386.56  3,059,001.88   sFT  1.00011579   +0 55 50.4
 JQ0517;UTM  11      - 4,214,180.488   493,472.181   MT  0.99960052   -0 02 45.2
 JQ0517
 JQ0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0517!SPC NV C     -   0.99974375  x   0.99991576  =   0.99965953
 JQ0517!SPC NV W     -   0.99974375  x   1.00011579  =   0.99985951
 JQ0517!UTM  11      -   0.99974375  x   0.99960052  =   0.99934437
 JQ0517
 JQ0517|---------------------------------------------------------------------|
 JQ0517| PID    Reference Object                     Distance      Geod. Az  |
 JQ0517|                                                           dddmmss.s |
 JQ0517| JQ0153 H 297                                10.556 METERS 00921     |
 JQ0517| HQ0861 MOUNT PLATH OBSERVATION HOUSE       APPROX.15.3 KM 2272100.6 |
 JQ0517| JQ0530 TONOPAH BEACON                      APPROX. 9.0 KM 2765941.4 |
 JQ0517| DB1879 HAYET RM 1                           18.743 METERS 29646     |
 JQ0517| JQ0518 TONOPAH RADIO RANGE CEN TOWER       APPROX. 3.5 KM 3434106.9 |
 JQ0517|---------------------------------------------------------------------|
 JQ0517
 JQ0517                          SUPERSEDED SURVEY CONTROL
 JQ0517
 JQ0517  NAD 83(1994)-  38 04 31.34175(N)    117 04 27.93547(W) AD(       ) B
 JQ0517  ELLIP H (03/30/95) 1633.59   (m)                       GP(       ) 4 1
 JQ0517  NAD 83(1986)-  38 04 31.33711(N)    117 04 27.94344(W) AD(       ) 2
 JQ0517  NAD 27      -  38 04 31.57300(N)    117 04 24.66800(W) AD(       ) 2
 JQ0517  NGVD 29 (07/19/86) 1657.36   (m)         5437.5    (f) LEVELING    3  
 JQ0517
 JQ0517.Superseded values are not recommended for survey control.
 JQ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0517.See file dsdata.txt to determine how the superseded data were derived.
 JQ0517
 JQ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC9347214180(NAD 83)
 JQ0517_MARKER: DS = TRIANGULATION STATION DISK
 JQ0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0517_STAMPING: HAYET 1950
 JQ0517_MARK LOGO: CGS   
 JQ0517_MAGNETIC: N = NO MAGNETIC MATERIAL
 JQ0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0517+STABILITY: SURFACE MOTION
 JQ0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0517+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1998
 JQ0517
 JQ0517  HISTORY     - Date     Condition        Report By
 JQ0517  HISTORY     - 1950     MONUMENTED       CGS
 JQ0517  HISTORY     - 1958     GOOD             USGS
 JQ0517  HISTORY     - 1972     GOOD             NGS
 JQ0517  HISTORY     - 1977     GOOD             NGS
 JQ0517  HISTORY     - 19940304 GOOD             NGS
 JQ0517  HISTORY     - 19981207 GOOD             NGS
 JQ0517
 JQ0517                          STATION DESCRIPTION
 JQ0517
 JQ0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 JQ0517'THE STATION IS LOCATED ABOUT 9.0 MILES EAST OF TONOPAH, ABOUT
 JQ0517'50 METERS NORTH OF U.S. HIGHWAY 6, 60.5 FEET WEST-NORTHWEST
 JQ0517'OF A PAVED ROAD AND 36.2 FEET SOUTH OF A POWER LINE POLE.
 JQ0517'THE CONCRETE POST PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 JQ0517'AND THE MARK IS STAMPED HAYET 1950.
 JQ0517'
 JQ0517'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 JQ0517'THE STATION AND THE CONCRETE POST PROJECTS ABOUT 2 INCHES
 JQ0517'ABOVE THE GROUND.  THE MARK IS STAMPED HAYET NO 1 1950.
 JQ0517'
 JQ0517'BENCH MARK H 297 IS SET 5.5 FEET WEST OF A POWER LINE POLE
 JQ0517'AND 2.5 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS SET
 JQ0517'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS
 JQ0517'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS STAMPED H 297 1945.
 JQ0517'
 JQ0517'BENCH MARK H 297 IS 0.06 METERS HIGHER IN ELEVATION THAN STATION
 JQ0517'HAYET.
 JQ0517'
 JQ0517'A BENCH MARK OF THE U.S. GEOLOGICAL SURVEY IS SET APPROXIMATELY
 JQ0517'100 METERS EAST-NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 6
 JQ0517'WITH STATE HIGHWAY 8A, 12.3 METERS NORTH OF U.S. HIGHWAY 6,
 JQ0517'47.1 FEET SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE CULVERT
 JQ0517'UNDER STATE HIGHWAY 8A AND 1.5 FEET SOUTH OF A WHITE WITNESS
 JQ0517'POST.  THE MARK IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 JQ0517'POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS
 JQ0517'STAMPED R 135 1931.
 JQ0517'
 JQ0517'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 WITH
 JQ0517'U.S. HIGHWAY 95 IN TONOPAH, GO EASTERLY ON U.S. HIGHWAY 6 FOR
 JQ0517'6.0 MILES TO THE JUNCTION WITH STATE HIGHWAY 8A AND B.M. R 135
 JQ0517'(USGS) AS DESCRIBED ABOVE.  CONTINUE STRAIGHT AHEAD ON U.S.
 JQ0517'HIGHWAY 6 FOR 3.2 MILES TO A PAVED ROAD ON THE LEFT.  TURN LEFT
 JQ0517'FOR 0.05 MILE TO THE STATION ON THE LEFT (WEST) AS DESCRIBED
 JQ0517'ABOVE.  A DRIVE STATION.
 JQ0517
 JQ0517                          STATION RECOVERY (1958)
 JQ0517
 JQ0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JQ0517'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38117-2, STATION 1002.
 JQ0517'NOTE BY USGS. 1958--STATION RECOVERED AS DESCRIBED. STATION MARK--A
 JQ0517'STANDARD DISK STAMPED---HAYET 1950--- SET IN A CONCRETE POST WHICH
 JQ0517'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 JQ0517
 JQ0517                          STATION RECOVERY (1972)
 JQ0517
 JQ0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JVT)
 JQ0517'THE STATION, REFERENCE MARK 1 AND BENCH MARK H 297 (USGS)
 JQ0517'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  BENCH MARK
 JQ0517'R 135 1931 (USGS) WAS NOT SEARCHED FOR.
 JQ0517'
 JQ0517'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MI E OF
 JQ0517'TONOPAH, NEV.
 JQ0517
 JQ0517                          STATION RECOVERY (1977)
 JQ0517
 JQ0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 JQ0517'THE STATION, REFERENCE MARK 1 AND BENCH MARK H 297 WERE RECOVERED
 JQ0517'IN GOOD CONDITION AS DESCRIBED.  BENCH MARK R 135 1931 (USGS) HAS
 JQ0517'BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
 JQ0517'
 JQ0517'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.0 MILES EAST OF
 JQ0517'TONOPAH.
 JQ0517
 JQ0517                          STATION RECOVERY (1994)
 JQ0517
 JQ0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 JQ0517'STATION IS LOCATED ABOUT 13 KM (8.05 MI) EAST OF TONOPAH, 1.5 KM (0.95
 JQ0517'MI) NORTHEAST OF THE TONOPAH AIRPORT, ALONG US HIGHWAY 6, ON THE
 JQ0517'RIGHT-OF-WAY, AT MILE 10.1, AT A GATED PAVED ROAD LEADING NORTHEAST,
 JQ0517'IN THE NORTHWEST CORNER OF SECTION 32, T 3 N, R 44 E. OWNER--STATE
 JQ0517'DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE JUNCTION OF US
 JQ0517'HIGHWAYS 6 AND 95 IN TONOPAH, GO EAST ON HIGHWAY 6 FOR 8.68 KM (5.40
 JQ0517'MI) TO STATE HIGHWAY 376 ON THE LEFT. CONTINUE AHEAD FOR 4.8 KM (3.00
 JQ0517'MI) TO A PAVED ROAD LEFT AND THE STATION ON THE LEFT. STATION MARK IS
 JQ0517'A DISK SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST PROJECTING 10 CM
 JQ0517'ABOVE GROUND.  IT IS 60.7 M (199.1 FT) NORTH OF, AND LEVEL WITH THE
 JQ0517'HIGHWAY CENTER, 16.3 M (53.5 FT) WEST-NORTHWEST OF THE ROAD CENTER,
 JQ0517'17.8 M (58.4 FT) WEST OF THE WEST GATEPOST IN THE ROAD, 0.5 M (1.6 FT)
 JQ0517'SOUTH OF THE RIGHT-OF-WAY FENCE, AND 0.9 M (3.0 FT) NORTH OF A METAL
 JQ0517'WITNESS POST.
 JQ0517
 JQ0517                          STATION RECOVERY (1998)
 JQ0517
 JQ0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 JQ0517'THE STATION IS LOCATED 13.0 KM (8.05 MI) EAST OF TONOPAH, 1.5 KM (0.95
 JQ0517'MI) NORTHEAST OF THE TONOPAH AIRPORT, ALONG THE NORTH SIDE OF US
 JQ0517'HIGHWAY 6 AT MILE 10.1, AT A PAVED ROAD LEADING NORTHEAST.
 JQ0517'OWNERSHIP--DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM
 JQ0517'THE JUNCTION OF US HIGHWAYS 6 AND 95 IN TONOPAH, GO EAST ON HIGHWAY 6
 JQ0517'FOR 8.68 KM (5.40 MI) TO THE JUNCTION OF STATE HIGHWAY 376 ON THE
 JQ0517'LEFT.  CONTINUE AHEAD ON HIGHWAY 6 FOR 4.8 KM (3.00 MI) TO A PAVED
 JQ0517'ROAD LEFT AND THE STATION ON THE LEFT.  THE STATION IS SET IN TOP OF A
 JQ0517'SQUARE CONCRETE POST PROJECTING 10 CM ABOVE GROUND.  IT IS 60.7 M
 JQ0517'(199.1 FT) NORTH OF THE CENTERLINE OF HIGHWAY AND LEVEL WITH THE
 JQ0517'HIGHWAY, 17.8 M (58.4 FT) WEST-NORTHWEST OF THE CENTER OF THE ROAD,
 JQ0517'16.3 M (53.5 FT) WEST OF THE WEST GATE POST IN THE ROAD, 10.6 M (34.8
 JQ0517'FT) SOUTH OF A FIBERGLASS WITNESS POST, 0.5 M (1.6 FT) SOUTH OF THE
 JQ0517'RIGHT-OF-WAY FENCE AND 0.9 M (3.0 FT) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1917 ***********************************************************************
 GR1917  DESIGNATION -  HAYFORD
 GR1917  PID         -  GR1917
 GR1917  STATE/COUNTY-  NV/LINCOLN
 GR1917  USGS QUAD   -  HAYFORD PEAK (1987)
 GR1917
 GR1917                         *CURRENT SURVEY CONTROL
 GR1917  ___________________________________________________________________
 GR1917* NAD 83(1994)-  36 39 27.82949(N)    115 12 02.89726(W)     ADJUSTED  
 GR1917* NAVD 88     -      3024.9    (meters)    9924.     (feet)  VERTCON   
 GR1917  ___________________________________________________________________
 GR1917  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 GR1917  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 GR1917
 GR1917  HORZ ORDER  -  FIRST
 GR1917
 GR1917.The horizontal coordinates were established by classical geodetic methods
 GR1917.and adjusted by the National Geodetic Survey in June 1998..
 GR1917
 GR1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1917
 GR1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1917
 GR1917.The geoid height was determined by GEOID03.
 GR1917
 GR1917;                    North         East     Units Scale Factor Converg.
 GR1917;SPC NV E     - 8,211,716.461   234,198.167   MT  0.99991440   +0 13 42.2
 GR1917;SPC NV E     -26,941,273.09    768,365.15   sFT  0.99991440   +0 13 42.2
 GR1917;UTM  11      - 4,058,412.083   660,807.647   MT  0.99991859   +1 04 27.9
 GR1917
 GR1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1917!SPC NV E     -   0.99952949  x   0.99991440  =   0.99944393
 GR1917!UTM  11      -   0.99952949  x   0.99991859  =   0.99944812
 GR1917
 GR1917|---------------------------------------------------------------------|
 GR1917| PID    Reference Object                     Distance      Geod. Az  |
 GR1917|                                                           dddmmss.s |
 GR1917| CC5370 HAYFORD RM 1                         10.133 METERS 06931     |
 GR1917| GR1830 LOS ANGELES SALT LK AWY BCN 32      APPROX.83.4 KM 0742358.0 |
 GR1917| GR1901 GLEN                                APPROX.55.7 KM 0954851.1 |
 GR1917| GR1838 MUDDY MOUNTAIN                      APPROX.58.6 KM 1310629.6 |
 GR1917| CC5371 HAYFORD RM 2                         18.147 METERS 15659     |
 GR1917| CC5369 HAYFORD AZ MK                                      1664448.8 |
 GR1917|---------------------------------------------------------------------|
 GR1917
 GR1917                          SUPERSEDED SURVEY CONTROL
 GR1917
 GR1917  NAD 83(1994)-  36 39 27.82878(N)    115 12 02.89472(W) AD(       ) 1
 GR1917  NAD 83(1992)-  36 39 27.82855(N)    115 12 02.89451(W) AD(       ) 1
 GR1917  NAD 83(1992)-  36 39 27.82805(N)    115 12 02.89338(W) AD(       ) 1
 GR1917  NAD 83(1986)-  36 39 27.82733(N)    115 12 02.89479(W) AD(       ) 1
 GR1917  NAD 27      -  36 39 27.94500(N)    115 11 59.86300(W) AD(       ) 1
 GR1917  NGVD 29 (07/19/86) 3023.7    (m)         9920.     (f) VERT ANG       
 GR1917
 GR1917.Superseded values are not recommended for survey control.
 GR1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1917.See file dsdata.txt to determine how the superseded data were derived.
 GR1917
 GR1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6080858412(NAD 83)
 GR1917_MARKER: Z = SEE DESCRIPTION
 GR1917_SETTING: 0 = UNSPECIFIED SETTING
 GR1917
 GR1917  HISTORY     - Date     Condition        Report By
 GR1917  HISTORY     - 1925     MONUMENTED       CGS
 GR1917  HISTORY     - 1926     SEE DESCRIPTION  CGS
 GR1917  HISTORY     - 1944     SEE DESCRIPTION  CGS
 GR1917  HISTORY     - 1951     GOOD             USGS
 GR1917  HISTORY     - 1951     GOOD             USGS
 GR1917  HISTORY     - 1954     SEE DESCRIPTION  CGS
 GR1917  HISTORY     - 1958     GOOD             USGS
 GR1917  HISTORY     - 1969     SEE DESCRIPTION  USGS
 GR1917  HISTORY     - 1969     GOOD             USGS
 GR1917  HISTORY     - 1973     GOOD             USGS
 GR1917
 GR1917                          STATION DESCRIPTION
 GR1917
 GR1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WM)
 GR1917'ABOUT 36 MILES N OF LAS VEGAS, ABOUT 26 MILES W OF MOAPA,
 GR1917'ON THE HIGHEST PEAK OF THE LOFTY SHEEP RANGE.
 GR1917'
 GR1917'MARKS ARE BRONZE TABLETS SET IN ROCK.
 GR1917'
 GR1917'TO REACH FROM LAS VEGAS, TAKE TONOPAH ROAD TO RICHARDSONS RANCH
 GR1917'AT CORN CREEK SPRINGS, ABOUT 20 MILES.  FOLLOW ROAD FROM
 GR1917'RANCH LEADING TO ALAMO AND HIKO FOR 15 MILES TO WHERE WHEEL
 GR1917'TRACKS TURN E AT CAIRN.  FOLLOW TRACKS 4 MILES TO POINT WHERE
 GR1917'DEADMAN WASH DEBOUCHES FROM MOUNTAINS.  TRUCK CAN BE DRIVEN
 GR1917'TO THIS POINT.  FOLLOW TRAIL LEADING UP DEADMAN WASH ABOUT
 GR1917'7 MILES TO SIDE CANYON WHERE TREES ARE BLAZED AND MARKED
 GR1917'WATER.  CONTINUE UP MAIN CANYON 1/2 MILE TO FIRST LEFT-HAND
 GR1917'SIDE CANYON.  FOLLOW THIS CANYON TO ITS HEAD 1/4 MILE SE OF
 GR1917'STATION.  A FEW TREES IN THIS CANYON ARE BLAZED.  WATER IS
 GR1917'FOUND 300 YARDS UP SIDE CANYON MENTIONED AND ALSO 1 MILE NW
 GR1917'OF STATION BY BLAZED TRAIL.  THE TOTAL DISTANCE FROM TRUCK
 GR1917'IS 9 OR 10 MILES.  HORSES CAN BE EASILY TAKEN TO THE
 GR1917'STATION.
 GR1917
 GR1917                          STATION RECOVERY (1926)
 GR1917
 GR1917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (WM)
 GR1917'RECOVERED AS DESCRIBED.  MARKS FOUND IN GOOD CONDITION.
 GR1917
 GR1917                          STATION RECOVERY (1944)
 GR1917
 GR1917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 GR1917'STATION WAS RECOVERED AND MARKS FOUND TO BE IN GOOD CONDITION.
 GR1917'
 GR1917'STATION MARK IS A BRONZE STATION DISK CONCRETED IN A DEPRESION
 GR1917'IN BEDROCK.  IT IS STAMPED HAYFORD.
 GR1917'
 GR1917'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 GR1917'FLUSH WITH GROUND.  IT IS STAMPED HAYFORD NO 1 1944.
 GR1917'
 GR1917'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 GR1917'FLUSH WITH GROUND.  IT IS 6 FEET LOWER IN ELEVATION THAN
 GR1917'THE STATION MARK AND IS STAMPED HAYFORD NO 2 1944.
 GR1917'
 GR1917'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK
 GR1917'FLUSH WITH THE GROUND.  IT IS 15 FEET W OF A ROCK CAIRN AND IS
 GR1917'STAMPED HAYFORD 1944.
 GR1917'
 GR1917'TO REACH STATION FROM LAS VEGAS, GO NW ON U.S. HIGHWAY 95
 GR1917'FOR 15.5 MILES TO CHARLESTON JUNCTION (STATE HIGHWAY 39).
 GR1917'CONTINUE ON U.S. HIGHWAY 95 FOR 3.9 MILES TO MAIN BOX ON
 GR1917'RIGHT READING DESERT GAME HEADQUARTERS.  TURN RIGHT ONTO DIRT
 GR1917'ROAD AND FOLLOW N 6.0 MILES TO THE DESERT GAME HEADQUARTERS
 GR1917'ON LEFT.  CONTINUE N 15.3 MILES, THENCE TURN RIGHT AND FOLLOW
 GR1917'ROAD ALONG THE RIGHT SIDE OF A LARGE WASH E 4.0 MILES, THENCE
 GR1917'INTO WASH AND CONTINUE 4.5 MILES TO END OF ROAD AT HIDDEN
 GR1917'FOREST CAMP AND END OF TRUCK TRAVEL.  WATER AND GOOD CAMP
 GR1917'SITE HERE, NO KNOWN WATER ABOVE THIS POINT.  FROM THE HIDDEN
 GR1917'FOREST CABINS PACK UP MAIN WASH, PASSING TO RIGHT OF
 GR1917'CABINS, ABOUT 1/4 MILE TO FIRST LEFT-HAND SIDE CANYON.
 GR1917'TURN INTO THIS CANYON AND FOLLOW OLD BLAZES UP MAIN WASH
 GR1917'APPROXIMATELY 3 MILES TO FORKS.  THENCE TAKE RIGHT-HAND
 GR1917'WASH ABOUT 3/4 MILE TO HEAD OF WASH AND CREST OF RIDGE.
 GR1917'AZIMUTH MARK IS 1/8 MILE RIGHT OF THIS POINT, ON TOP OF
 GR1917'RIDGE.  FROM CREST OF RIDGE TURN LEFT AND FOLLOW NW ABOUT
 GR1917'1/4 MILE TO HIGHEST POINT AND STATION.  HORSES CAN BE
 GR1917'TAKEN TO THE TOP.  PEAK IS COVERED WITH SHAGGY PINE TREES
 GR1917'ON N AND E PORTION AND ALMOST BARE ON W AND S.
 GR1917'
 GR1917'HEIGHT OF LIGHT TO MORMON ABOVE STATION MARK - 0.13 METER.
 GR1917'
 GR1917'HEIGHT OF LIGHT TO GLEN ABOVE STATION MARK - 0.96 METER.
 GR1917
 GR1917                          STATION RECOVERY (1951)
 GR1917
 GR1917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1917'RECOVERED IN GOOD CONDITION.
 GR1917
 GR1917                          STATION RECOVERY (1951)
 GR1917
 GR1917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1917'RECOVERED AS DESCRIBED IN 1925 IN NGS DESCRIPTION LIST 36 115 1,
 GR1917'STATION 1001.  ALL MARKS IN GOOD CONDITION.
 GR1917
 GR1917                          STATION RECOVERY (1954)
 GR1917
 GR1917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 GR1917'RECOVERED.  THE STATION AND REFERENCE MARKS WERE RECOVERED IN
 GR1917'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE
 GR1917'DESCRIPTION BY E.H.B. IN 1944 IS ADEQUATE WITH THE FOLLOWING
 GR1917'NOTE--
 GR1917'
 GR1917'AT THE TIME OF THIS RECOVERY, THE ROAD TO HIDDEN FOREST CAMP
 GR1917'WAS WASHED OUT, BUT WAS BEING REBUILT.
 GR1917
 GR1917                          STATION RECOVERY (1958)
 GR1917
 GR1917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 GR1917'RECOVERED AS DESCRIBED BY NGS AND USGS.
 GR1917
 GR1917                          STATION RECOVERY (1969)
 GR1917
 GR1917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GR1917'STATION MARK AND REFERENCE MARKS FOUND AS DESCRIBED IN U.S.
 GR1917'COAST AND GEODETIC SURVEY DESCRIPTION LIST 36 115 1 STATION
 GR1917'1001.  AZIMUTH MARK WAS NOT SEARCHED FOR.
 GR1917
 GR1917                          STATION RECOVERY (1969)
 GR1917
 GR1917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GR1917'RECOVERED AS DESCRIBED BY NGS AND USGS.
 GR1917
 GR1917                          STATION RECOVERY (1973)
 GR1917
 GR1917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GR1917'NOT OCCUPIED.  USED ONLY FOR AZIMUTH CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0373 ***********************************************************************
 MV0373  DESIGNATION -  HAYS CANYON PK CAIRN AND FLAG
 MV0373  PID         -  MV0373
 MV0373  STATE/COUNTY-  NV/WASHOE
 MV0373  USGS QUAD   -  HAYS CANYON (1979)
 MV0373
 MV0373                         *CURRENT SURVEY CONTROL
 MV0373  ___________________________________________________________________
 MV0373* NAD 83(1994)-  41 16 24.25055(N)    119 56 02.77350(W)     ADJUSTED  
 MV0373* NAVD 88     -                                                        
 MV0373  ___________________________________________________________________
 MV0373  LAPLACE CORR-           8.63  (seconds)                    DEFLEC99
 MV0373  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 MV0373
 MV0373  HORZ ORDER  -  THIRD
 MV0373
 MV0373.The horizontal coordinates were established by classical geodetic methods
 MV0373.and adjusted by the National Geodetic Survey in June 1998..
 MV0373
 MV0373
 MV0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0373
 MV0373.The geoid height was determined by GEOID03.
 MV0373
 MV0373;                    North         East     Units Scale Factor Converg.
 MV0373;SPC NV W     - 4,724,885.786   686,833.527   MT  1.00005756   -0 53 28.1
 MV0373;SPC NV W     -15,501,562.78  2,253,386.33   sFT  1.00005756   -0 53 28.1
 MV0373;SPC CA 1     -   717,463.224 2,173,065.128   MT  0.99992385   +1 21 03.1
 MV0373;SPC CA 1     - 2,353,877.26  7,129,464.51   sFT  0.99992385   +1 21 03.1
 MV0373;UTM  11      - 4,573,260.922   254,245.744   MT  1.00034335   -1 56 11.2
 MV0373;UTM  10      - 4,573,642.588   756,794.265   MT  1.00041164   +2 01 24.7
 MV0373
 MV0373                          SUPERSEDED SURVEY CONTROL
 MV0373
 MV0373  NAD 83(1992)-  41 16 24.25116(N)    119 56 02.77451(W) AD(       ) 4
 MV0373  NAD 83(1986)-  41 16 24.25748(N)    119 56 02.77868(W) AD(       ) 4
 MV0373  NAD 27      -  41 16 24.63400(N)    119 55 59.04400(W) AD(       ) 3
 MV0373
 MV0373.Superseded values are not recommended for survey control.
 MV0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0373.See file dsdata.txt to determine how the superseded data were derived.
 MV0373
 MV0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF5424673261(NAD 83)
 MV0373
 MV0373  HISTORY     - Date     Condition        Report By
 MV0373  HISTORY     - 1940     MONUMENTED       CGS
 MV0373
 MV0373                          STATION DESCRIPTION
 MV0373
 MV0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MV0373'STATION IS LOCATED ON A FLAT-TOPPED MOUNTAIN, KNOWN AS HAYS
 MV0373'CANYON PEAK, ABOUT 9 MILES ESE OF EAGLEVILLE, CALIFORNIA,
 MV0373'A LARGE CAIRN WITH A 16-FOOT FLAGPOLE IN CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0376 ***********************************************************************
 MV0376  DESIGNATION -  HAYS PEAK
 MV0376  PID         -  MV0376
 MV0376  STATE/COUNTY-  NV/WASHOE
 MV0376  USGS QUAD   -  HAYS CANYON (1979)
 MV0376
 MV0376                         *CURRENT SURVEY CONTROL
 MV0376  ___________________________________________________________________
 MV0376* NAD 83(1994)-  41 16 24.38175(N)    119 56 02.77233(W)     ADJUSTED  
 MV0376* NAVD 88     -      2414.02   (+/-2cm)    7920.0    (feet)  VERTCON   
 MV0376  ___________________________________________________________________
 MV0376  LAPLACE CORR-           8.63  (seconds)                    DEFLEC99
 MV0376  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 MV0376
 MV0376  HORZ ORDER  -  SECOND
 MV0376  VERT ORDER  -  THIRD ? (See Below)
 MV0376
 MV0376.The horizontal coordinates were established by classical geodetic methods
 MV0376.and adjusted by the National Geodetic Survey in June 1998..
 MV0376
 MV0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0376.The vertical order pertains to the NGVD 29 superseded value.
 MV0376
 MV0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0376
 MV0376.The geoid height was determined by GEOID03.
 MV0376
 MV0376;                    North         East     Units Scale Factor Converg.
 MV0376;SPC NV W     - 4,724,889.833   686,833.617   MT  1.00005756   -0 53 28.1
 MV0376;SPC NV W     -15,501,576.06  2,253,386.63   sFT  1.00005756   -0 53 28.1
 MV0376;UTM  11      - 4,573,264.967   254,245.908   MT  1.00034335   -1 56 11.2
 MV0376;UTM  10      - 4,573,646.635   756,794.150   MT  1.00041164   +2 01 24.7
 MV0376
 MV0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0376!SPC NV W     -   0.99962488  x   1.00005756  =   0.99968242
 MV0376!UTM  11      -   0.99962488  x   1.00034335  =   0.99996810
 MV0376!UTM  10      -   0.99962488  x   1.00041164  =   1.00003637
 MV0376
 MV0376:                Primary Azimuth Mark                     Grid Az
 MV0376:SPC NV W     -  CHERRY                                   133 17 40.6
 MV0376:UTM  11      -  CHERRY                                   134 20 23.7
 MV0376:UTM  10      -  CHERRY                                   130 22 47.8
 MV0376
 MV0376|---------------------------------------------------------------------|
 MV0376| PID    Reference Object                     Distance      Geod. Az  |
 MV0376|                                                           dddmmss.s |
 MV0376| MV0368 CHERRY                              APPROX.22.0 KM 1322412.5 |
 MV0376| CD7576 HAYS PEAK RM 1                        3.923 METERS 18026     |
 MV0376|---------------------------------------------------------------------|
 MV0376
 MV0376                          SUPERSEDED SURVEY CONTROL
 MV0376
 MV0376  NAD 83(1992)-  41 16 24.38179(N)    119 56 02.77303(W) AD(       ) 2
 MV0376  NAD 83(1986)-  41 16 24.38810(N)    119 56 02.77432(W) AD(       ) 2
 MV0376  NAD 27      -  41 16 24.75752(N)    119 55 59.01125(W) AD(       ) 2
 MV0376  NGVD 29 (07/19/86) 2412.80   (m)         7916.0    (f) LEVELING    3  
 MV0376
 MV0376.Superseded values are not recommended for survey control.
 MV0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0376.See file dsdata.txt to determine how the superseded data were derived.
 MV0376
 MV0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF5424673265(NAD 83)
 MV0376_MARKER: DD = SURVEY DISK
 MV0376_SETTING: 66 = SET IN ROCK OUTCROP
 MV0376
 MV0376  HISTORY     - Date     Condition        Report By
 MV0376  HISTORY     - 1966     MONUMENTED       USGS
 MV0376
 MV0376                          STATION DESCRIPTION
 MV0376
 MV0376'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DWR)
 MV0376'LOCATED 21.7 MI. SSW. OF THE JUNCTION OF NEVADA RDS. 8A AND
 MV0376'34.  ABOUT 9.9 MI. ESE. OF EAGLEVILLE, CALIFORNIA.  3.4 MI. E. OF
 MV0376'THE CALIFORNIA-NEVADA BORDER.  ON THE TOP OF A LARGE ROCK OUTCROP
 MV0376'ON THE S. END OF A FLAT-TOPPED MOUNTAIN KNOWN AS HAYS CANYON
 MV0376'PEAK.  THERE IS A SMALL RADIO REPEATER INSTALLATION ON THE
 MV0376'N. END OF THE TOP.
 MV0376'
 MV0376'TO REACH FROM EAGLEVILLE, DRIVE E. ON THE HAYS CANYON RD. TO
 MV0376'SUMMIT AND RD. FORK SE. AND SMALL SIGN HAYS CANYON LOOKOUT TAKE
 MV0376'RIGHT FORK TO END OF RD. ON TOP OF HAYS CANYON PEAK AND STATION.
 MV0376'
 MV0376'STATION MARK--STANDARD TABLET STAMPED HAYS PEAK 1966 CEMENTED
 MV0376'IN A DRILL HOLE IN ROCK OUTCROP.
 MV0376'
 MV0376'REFERENCE MARK NO. 1--3/4 IN. STEEL BOLT DRIVEN IN ROCK
 MV0376'OUTCROP MARKING C AND GS INTERSECTED STATION FLAGPOLE IN CAIRN ON
 MV0376'HAYS CANYON PEAK NEVADA STATE HIGHWAY DEPARTMENT STATION MOUNT
 MV0376'VIEW, 12.87 FT. FROM STATION MARK S 0 DEG 26 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0448 ***********************************************************************
 MU0448  DESIGNATION -  HAZE
 MU0448  PID         -  MU0448
 MU0448  STATE/COUNTY-  NV/HUMBOLDT
 MU0448  USGS QUAD   -  JORDAN MEADOW NW (1991)
 MU0448
 MU0448                         *CURRENT SURVEY CONTROL
 MU0448  ___________________________________________________________________
 MU0448* NAD 83(1994)-  41 54 21.91126(N)    117 52 57.60618(W)     ADJUSTED  
 MU0448* NAVD 88     -      1590.7    (meters)    5219.     (feet)  VERTCON   
 MU0448  ___________________________________________________________________
 MU0448  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 MU0448  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 MU0448
 MU0448  HORZ ORDER  -  THIRD
 MU0448
 MU0448.The horizontal coordinates were established by classical geodetic methods
 MU0448.and adjusted by the National Geodetic Survey in June 1998..
 MU0448
 MU0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0448
 MU0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0448
 MU0448.The geoid height was determined by GEOID03.
 MU0448
 MU0448;                    North         East     Units Scale Factor Converg.
 MU0448;SPC NV W     - 4,794,505.321   858,130.248   MT  0.99994157   +0 28 04.8
 MU0448;SPC NV W     -15,729,972.87  2,815,382.32   sFT  0.99994157   +0 28 04.8
 MU0448;SPC OR S     -    29,990.707 1,717,160.407   MT  1.00013486   +1 47 26.3
 MU0448;SPC OR S     -    98,394.71  5,633,728.37   iFT  1.00013486   +1 47 26.3
 MU0448;UTM  11      - 4,639,725.851   426,791.799   MT  0.99966595   -0 35 22.5
 MU0448
 MU0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0448!SPC NV W     -   0.99975356  x   0.99994157  =   0.99969515
 MU0448!SPC OR S     -   0.99975356  x   1.00013486  =   0.99988839
 MU0448!UTM  11      -   0.99975356  x   0.99966595  =   0.99941959
 MU0448
 MU0448:                Primary Azimuth Mark                     Grid Az
 MU0448:SPC NV W     -  HAZE AZ MK                               058 56 53.2
 MU0448:SPC OR S     -  HAZE AZ MK                               057 37 31.7
 MU0448:UTM  11      -  HAZE AZ MK                               060 00 20.5
 MU0448
 MU0448|---------------------------------------------------------------------|
 MU0448| PID    Reference Object                     Distance      Geod. Az  |
 MU0448|                                                           dddmmss.s |
 MU0448| CD7577 HAZE AZ MK                                         0592458.0 |
 MU0448| CD7578 HAZE RM 1                             9.501 METERS 08822     |
 MU0448| CD7579 HAZE RM 2                             9.748 METERS 17229     |
 MU0448|---------------------------------------------------------------------|
 MU0448
 MU0448                          SUPERSEDED SURVEY CONTROL
 MU0448
 MU0448  NAD 83(1991)-  41 54 21.91145(N)    117 52 57.60621(W) AD(       ) 3
 MU0448  NAD 83(1986)-  41 54 21.91964(N)    117 52 57.60705(W) AD(       ) 3
 MU0448  NAD 27      -  41 54 22.30600(N)    117 52 54.06600(W) AD(       ) 3
 MU0448  NGVD 29 (07/19/86) 1589.5    (m)         5215.     (f) VERT ANG       
 MU0448
 MU0448.Superseded values are not recommended for survey control.
 MU0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0448.See file dsdata.txt to determine how the superseded data were derived.
 MU0448
 MU0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG2679239726(NAD 83)
 MU0448_MARKER: DS = TRIANGULATION STATION DISK
 MU0448_SETTING: 0 = UNSPECIFIED SETTING
 MU0448
 MU0448  HISTORY     - Date     Condition        Report By
 MU0448  HISTORY     - 1956     MONUMENTED       CGS
 MU0448  HISTORY     - 1968     GOOD             CGS
 MU0448
 MU0448                          STATION DESCRIPTION
 MU0448
 MU0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MU0448'THE STATION IS LOCATED ABOUT 11 MILES (AIR LINE) SOUTHWEST
 MU0448'OF MC DERMITT, 6 MILES WEST OF THE CORDERO MINE, 5.5 MILES
 MU0448'SOUTH OF THE OREGON-NEVADA STATE LINE, 150 FEET NORTH OF A
 MU0448'TRACK ROAD, AND 8 FEET WEST-NORTHWEST OF A WHITE WITNESS
 MU0448'POST.
 MU0448'
 MU0448'TO REACH THE STATION FROM THE POST OFFICE IN MC DERMITT GO
 MU0448'WEST ON GRAVELED ROAD FOR 4.6 MILES TO A FORK.  TAKE THE LEFT
 MU0448'FORK (SOUTH) (CORDERO MINE ROAD) AND GO 4.3 MILES TO A FORK.
 MU0448'TAKE THE RIGHT FORK AND GO 0.7 MILE TO A GATE AND A TRACK
 MU0448'ROAD ON THE LEFT.  TURN LEFT ONTO THE TRACK ROAD AND GO 3.4
 MU0448'MILES TO THE AZIMUTH MARK ON THE RIGHT (NORTH) SIDE OF THE
 MU0448'ROAD.  CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 0.4 MILE TO
 MU0448'THE STATION ON THE RIGHT (NORTH) SIDE OF THE ROAD.
 MU0448'
 MU0448'THE STATION MARK, A STANDARD DISK STAMPED HAZE 1956, IS BRAZED
 MU0448'TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE AND PROJECTS ABOUT
 MU0448'20 INCHES ABOVE THE GROUND.
 MU0448'
 MU0448'REFERENCE MARK 1, A STANDARD DISK STAMPED HAZE NO 1 1956,
 MU0448'IS BRAZED TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE AND
 MU0448'PROJECTS ABOUT 20 INCHES ABOVE THE GROUND.
 MU0448'
 MU0448'REFERENCE MARK 2, A STANDARD DISK STAMPED HAZE NO 2 1956,
 MU0448'IS BRAZED TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE AND
 MU0448'PROJECTS ABOUT 18 INCHES ABOVE THE GROUND.
 MU0448'
 MU0448'THE AZIMUTH MARK, A STANDARD DISK STAMPED HAZE 1956, IS BRAZED
 MU0448'TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE AND PROJECTS ABOUT
 MU0448'10 INCHES ABOVE THE GROUND.  IT IS ABOUT 15 FEET WEST OF A
 MU0448'TRACK ROAD AND 1 FOOT WEST OF A WHITE WITNESS POST.
 MU0448'
 MU0448'THIS IS A DRIVE STATION.
 MU0448
 MU0448                          STATION RECOVERY (1968)
 MU0448
 MU0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JY)
 MU0448'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1938 ***********************************************************************
 GR1938  DESIGNATION -  HAZE
 GR1938  PID         -  GR1938
 GR1938  STATE/COUNTY-  NV/CLARK
 GR1938  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1938
 GR1938                         *CURRENT SURVEY CONTROL
 GR1938  ___________________________________________________________________
 GR1938* NAD 83(1994)-  36 05 37.28773(N)    115 07 53.23249(W)     ADJUSTED  
 GR1938* NAVD 88     -       616.9    (meters)    2024.     (feet)  VERTCON   
 GR1938  ___________________________________________________________________
 GR1938  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 GR1938  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GR1938
 GR1938  HORZ ORDER  -  SECOND
 GR1938
 GR1938.The horizontal coordinates were established by classical geodetic methods
 GR1938.and adjusted by the National Geodetic Survey in June 1998..
 GR1938
 GR1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1938
 GR1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1938
 GR1938.The geoid height was determined by GEOID03.
 GR1938
 GR1938;                    North         East     Units Scale Factor Converg.
 GR1938;SPC NV E     - 8,149,159.907   240,690.969   MT  0.99992039   +0 15 58.4
 GR1938;SPC NV E     -26,736,035.46    789,666.95   sFT  0.99992039   +0 15 58.4
 GR1938;UTM  11      - 3,995,956.482   668,217.435   MT  0.99994867   +1 06 03.7
 GR1938
 GR1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1938!SPC NV E     -   0.99990760  x   0.99992039  =   0.99982800
 GR1938!UTM  11      -   0.99990760  x   0.99994867  =   0.99985628
 GR1938
 GR1938|---------------------------------------------------------------------|
 GR1938| PID    Reference Object                     Distance      Geod. Az  |
 GR1938|                                                           dddmmss.s |
 GR1938| CC5372 HAZE RM 1                            13.111 METERS 09009     |
 GR1938| GR1939 HIDDEN                              APPROX. 4.1 KM 2072450.4 |
 GR1938| CC5373 HAZE RM 2                            13.615 METERS 27028     |
 GR1938| GR1951 LAS VEGAS TV STATION KLAS MAST      APPROX. 5.0 KM 3251839.6 |
 GR1938|---------------------------------------------------------------------|
 GR1938
 GR1938                          SUPERSEDED SURVEY CONTROL
 GR1938
 GR1938  NAD 83(1994)-  36 05 37.28720(N)    115 07 53.23676(W) AD(       ) 2
 GR1938  NAD 83(1992)-  36 05 37.28742(N)    115 07 53.23701(W) AD(       ) 2
 GR1938  NAD 83(1992)-  36 05 37.28623(N)    115 07 53.23671(W) AD(       ) 2
 GR1938  NAD 83(1986)-  36 05 37.28080(N)    115 07 53.22114(W) AD(       ) 2
 GR1938  NAD 27      -  36 05 37.37960(N)    115 07 50.23110(W) AD(       ) 2
 GR1938  NGVD 29 (07/19/86)  616.2    (m)         2022.     (f) VERT ANG       
 GR1938
 GR1938.Superseded values are not recommended for survey control.
 GR1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1938.See file dsdata.txt to determine how the superseded data were derived.
 GR1938
 GR1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6821795956(NAD 83)
 GR1938_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GR1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1938_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GR1938
 GR1938  HISTORY     - Date     Condition        Report By
 GR1938  HISTORY     - 1957     MONUMENTED       CGS
 GR1938  HISTORY     - 1959     SEE DESCRIPTION  CGS
 GR1938  HISTORY     - 1973     SEE DESCRIPTION  NGS
 GR1938
 GR1938                          STATION DESCRIPTION
 GR1938
 GR1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR1938'THE STATION IS ABOUT 5-1/2 MILES SOUTH-SOUTHEAST OF DOWNTOWN
 GR1938'LAS VEGAS, 2-3/4 MILES SOUTHEAST OF THE FLAMINGO HOTEL AND
 GR1938'2-1/4 MILES EAST OF U.S. HIGHWAY 91, ON THE NORTH SIDE OF AN
 GR1938'EAST-WEST BLADED ROAD.
 GR1938'
 GR1938'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 91 AND BOND ROAD
 GR1938'AT THE TROPICANA HOTEL, GO EAST ON BOND ROAD FOR 2.0 MILES
 GR1938'TO MARYLAND PARKWAY INTERSECTION.  TURN RIGHT, SOUTH, ON
 GR1938'MARYLAND PARKWAY FOR 0.55 MILE TO A BLADED ROAD EAST.  TURN
 GR1938'LEFT, EAST, FOR 0.3 MILE TO THE STATION SITE ON THE NORTH
 GR1938'SIDE OF THE ROAD.
 GR1938'
 GR1938'THE STATION, UNDERGROUND AND REFERENCE MARKS 1 AND 2 ARE
 GR1938'STANDARD DISKS SET IN CONCRETE POSTS.  ALL MARKS BEING ABOUT
 GR1938'27 FEET NORTH OF THE APPROXIMATE CENTER OF THE BLADED ROAD.
 GR1938'
 GR1938'THE STATION MARK, STAMPED HAZE 1957, PROJECTS ABOUT 3 INCHES
 GR1938'AND IS 12 FEET SOUTH OF A WITNESS POST.
 GR1938'
 GR1938'REFERENCE MARK 1, STAMPED HAZE NO 1 1957, PROJECTS ABOUT 1 INCH.
 GR1938'
 GR1938'REFERENCE MARK 2, STAMPED HAZE NO 2 1957, IS FLUSH WITH THE
 GR1938'GROUND.
 GR1938
 GR1938                          STATION RECOVERY (1959)
 GR1938
 GR1938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GR1938'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GR1938'DESCRIPTION ADEQUATE.  DISTANCES TO REFERENCE MARKS CHECKED
 GR1938'AND FOUND CORRECT.
 GR1938
 GR1938                          STATION RECOVERY (1973)
 GR1938
 GR1938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 GR1938'STATION RECOVERED IN GOOD CONDITION.  R.M.S NOT RECOVERED
 GR1938'THIS DATE, THEY ARE PROBABLY COVERED WITH DIRT.  IT IS 88.1
 GR1938'FEET SW OF THE SW CORNER OF A CHURCH.  71.1 FEET NE OF POWER
 GR1938'POLE 17972-T.  60.4 FEET W. OF THE W. EDGE OF PAVING IN CHURCH
 GR1938'PARKING LOT.  39.7 FEET N. OF THE CENTER OF THE ROAD.  3.5 FEET
 GR1938'E. OF A METAL WITNESS POST AND ACROSS THE ROAD FROM THE WARD
 GR1938'BOND ELEMENTARY SCHOOL.
 GR1938'
 GR1938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES S
 GR1938'OF LAS VEGAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1569 ***********************************************************************
 KR1569  DESIGNATION -  HAZEN CAIRN
 KR1569  PID         -  KR1569
 KR1569  STATE/COUNTY-  NV/CHURCHILL
 KR1569  USGS QUAD   -  HAZEN (1985)
 KR1569
 KR1569                         *CURRENT SURVEY CONTROL
 KR1569  ___________________________________________________________________
 KR1569* NAD 83(1994)-  39 34 45.43862(N)    119 03 27.99428(W)     ADJUSTED  
 KR1569* NAVD 88     -      1456.     (meters)    4777.     (feet)  SCALED    
 KR1569  ___________________________________________________________________
 KR1569  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 KR1569  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 KR1569
 KR1569  HORZ ORDER  -  THIRD
 KR1569
 KR1569.The horizontal coordinates were established by classical geodetic methods
 KR1569.and adjusted by the National Geodetic Survey in June 1998..
 KR1569
 KR1569.The orthometric height was scaled from a topographic map.
 KR1569
 KR1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1569
 KR1569.The geoid height was determined by GEOID03.
 KR1569
 KR1569;                    North         East     Units Scale Factor Converg.
 KR1569;SPC NV W     - 4,536,012.778   759,241.941   MT  0.99992045   -0 18 08.3
 KR1569;SPC NV W     -14,881,901.92  2,490,946.27   sFT  0.99992045   -0 18 08.3
 KR1569;UTM  11      - 4,383,086.615   323,268.394   MT  0.99998456   -1 18 41.2
 KR1569
 KR1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1569!SPC NV W     -   0.99977544  x   0.99992045  =   0.99969591
 KR1569!UTM  11      -   0.99977544  x   0.99998456  =   0.99976000
 KR1569
 KR1569                          SUPERSEDED SURVEY CONTROL
 KR1569
 KR1569  NAD 83(1992)-  39 34 45.44379(N)    119 03 27.98251(W) AD(       ) 4
 KR1569  NAD 83(1986)-  39 34 45.44375(N)    119 03 27.98048(W) AD(       ) 4
 KR1569  NAD 27      -  39 34 45.75500(N)    119 03 24.39400(W) AD(       ) 3
 KR1569
 KR1569.Superseded values are not recommended for survey control.
 KR1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1569.See file dsdata.txt to determine how the superseded data were derived.
 KR1569
 KR1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD2326883087(NAD 83)
 KR1569
 KR1569  HISTORY     - Date     Condition        Report By
 KR1569  HISTORY     - 1951     MONUMENTED       CGS
 KR1569
 KR1569                          STATION DESCRIPTION
 KR1569
 KR1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1569'THE STATION IS LOCATED ABOUT 17 MILES AIR LINE NORTHWEST OF
 KR1569'FALLON, 8 MILES AIR LINE EAST OF FERNLEY, AND 1 MILE NORTHWEST
 KR1569'OF HAZEN.  IT IS ON THE HIGHEST POINT OF A PROMINENT ROCKY
 KR1569'BUTTE.
 KR1569'
 KR1569'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 KR1569'BLACK BUTTE, DISTANCE BEING 12.6 FEET (3.84 METERS) NORTH-NORTHEAST
 KR1569'OF STATION BLACK BUTTE.  THE MARK IS A LARGE DARK COLORED CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1326 ***********************************************************************
 JR1326  DESIGNATION -  HCP NO 163
 JR1326  PID         -  JR1326
 JR1326  STATE/COUNTY-  NV/MINERAL
 JR1326  USGS QUAD   -  HAWTHORNE WEST (1987)
 JR1326
 JR1326                         *CURRENT SURVEY CONTROL
 JR1326  ___________________________________________________________________
 JR1326* NAD 83(1994)-  38 30 14.36727(N)    118 38 03.03406(W)     ADJUSTED  
 JR1326* NAVD 88     -      1387.5    (meters)    4552.     (feet)  VERTCON   
 JR1326  ___________________________________________________________________
 JR1326  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 JR1326  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 JR1326
 JR1326  HORZ ORDER  -  THIRD
 JR1326
 JR1326.The horizontal coordinates were established by classical geodetic methods
 JR1326.and adjusted by the National Geodetic Survey in June 1998..
 JR1326
 JR1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1326
 JR1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1326
 JR1326.The geoid height was determined by GEOID03.
 JR1326
 JR1326;                    North         East     Units Scale Factor Converg.
 JR1326;SPC NV W     - 4,416,542.878   795,565.530   MT  0.99990024   -0 01 54.0
 JR1326;SPC NV W     -14,489,941.09  2,610,117.91   sFT  0.99990024   -0 01 54.0
 JR1326;UTM  11      - 4,263,001.566   357,506.790   MT  0.99985005   -1 01 03.2
 JR1326
 JR1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1326!SPC NV W     -   0.99978623  x   0.99990024  =   0.99968649
 JR1326!UTM  11      -   0.99978623  x   0.99985005  =   0.99963631
 JR1326
 JR1326:                Primary Azimuth Mark                     Grid Az
 JR1326:SPC NV W     -  W 77                                     133 56 07.1
 JR1326:UTM  11      -  W 77                                     134 55 16.3
 JR1326
 JR1326|---------------------------------------------------------------------|
 JR1326| PID    Reference Object                     Distance      Geod. Az  |
 JR1326|                                                           dddmmss.s |
 JR1326| JR0948 W 77                                APPROX. 8.0 KM 1335413.1 |
 JR1326|---------------------------------------------------------------------|
 JR1326
 JR1326                          SUPERSEDED SURVEY CONTROL
 JR1326
 JR1326  NAD 83(1992)-  38 30 14.36867(N)    118 38 03.02899(W) AD(       ) 3
 JR1326  NGVD 29 (06/01/94) 1386.4    (m)         4549.     (f) VERT ANG       
 JR1326
 JR1326.Superseded values are not recommended for survey control.
 JR1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1326.See file dsdata.txt to determine how the superseded data were derived.
 JR1326
 JR1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC5750763002(NAD 83)
 JR1326_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JR1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1326
 JR1326  HISTORY     - Date     Condition        Report By
 JR1326  HISTORY     - 1953     MONUMENTED       USGS
 JR1326
 JR1326                          STATION DESCRIPTION
 JR1326
 JR1326'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JR1326'DESCRIBED BY NEVADA PLANNING DEPARTMENT, 1953 AS FOLLOWS.
 JR1326'
 JR1326'DOCTOR HIGHWAY MON. NO. (S664-4) 25 ON SR 31, A CONCRETE MONUMENT
 JR1326'WITH BRASS CAP LOCATED ON EASTERLY SIDE OF SR 31 NEAR STATION
 JR1326'A 513 PLUS 72.52 PT--.
 JR1326'
 JR1326'NOTE BY USGS, 1954--STATION RECOVERED IN GOOD CONDITION AS DESCRIBED
 JR1326'BY N.P.D. NOTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1327 ***********************************************************************
 JR1327  DESIGNATION -  HCP NO 165
 JR1327  PID         -  JR1327
 JR1327  STATE/COUNTY-  NV/MINERAL
 JR1327  USGS QUAD   -  GILLIS CANYON (1988)
 JR1327
 JR1327                         *CURRENT SURVEY CONTROL
 JR1327  ___________________________________________________________________
 JR1327* NAD 83(1994)-  38 46 36.26586(N)    118 45 02.13162(W)     ADJUSTED  
 JR1327* NAVD 88     -      1251.8    (meters)    4107.     (feet)  VERTCON   
 JR1327  ___________________________________________________________________
 JR1327  LAPLACE CORR-          -8.94  (seconds)                    DEFLEC99
 JR1327  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 JR1327
 JR1327  HORZ ORDER  -  THIRD
 JR1327
 JR1327.The horizontal coordinates were established by classical geodetic methods
 JR1327.and adjusted by the National Geodetic Survey in June 1998..
 JR1327
 JR1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1327
 JR1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1327
 JR1327.The geoid height was determined by GEOID03.
 JR1327
 JR1327;                    North         East     Units Scale Factor Converg.
 JR1327;SPC NV W     - 4,446,829.471   785,466.999   MT  0.99990260   -0 06 17.1
 JR1327;SPC NV W     -14,589,306.36  2,576,986.31   sFT  0.99990260   -0 06 17.1
 JR1327;UTM  11      - 4,293,456.895   347,932.780   MT  0.99988476   -1 05 47.7
 JR1327
 JR1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1327!SPC NV W     -   0.99980753  x   0.99990260  =   0.99971015
 JR1327!UTM  11      -   0.99980753  x   0.99988476  =   0.99969231
 JR1327
 JR1327:                Primary Azimuth Mark                     Grid Az
 JR1327:SPC NV W     -  MOUNT GRANT                              188 55 31.8
 JR1327:UTM  11      -  MOUNT GRANT                              189 55 02.4
 JR1327
 JR1327|---------------------------------------------------------------------|
 JR1327| PID    Reference Object                     Distance      Geod. Az  |
 JR1327|                                                           dddmmss.s |
 JR1327| JR1054 MOUNT GRANT                         APPROX.23.2 KM 1884914.7 |
 JR1327|---------------------------------------------------------------------|
 JR1327
 JR1327                          SUPERSEDED SURVEY CONTROL
 JR1327
 JR1327  NAD 83(1992)-  38 46 36.27093(N)    118 45 02.12199(W) AD(       ) 3
 JR1327  NGVD 29 (06/01/94) 1250.7    (m)         4103.     (f) VERT ANG       
 JR1327
 JR1327.Superseded values are not recommended for survey control.
 JR1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1327.See file dsdata.txt to determine how the superseded data were derived.
 JR1327
 JR1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC4793393457(NAD 83)
 JR1327_MARKER: Z = SEE DESCRIPTION
 JR1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1327
 JR1327  HISTORY     - Date     Condition        Report By
 JR1327  HISTORY     - 1953     MONUMENTED       USGS
 JR1327
 JR1327                          STATION DESCRIPTION
 JR1327
 JR1327'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JR1327'NOTE BY USGS, 1954--STATION FOUND IN GOOD CONDITION, DESCRIPTION
 JR1327'GIVEN BY N.P.D., 1953 IS INADEQUATE, CORRECTED DESCRIPTION FOLLOWS.
 JR1327'
 JR1327'TO REACH STATION FROM HAWTHORNE POST OFFICE, DRIVE N. ON U.S. HIGHWAY
 JR1327'95 FOR 21.6 MI. TO A POINT JUST N. OF RATHER SHARP BEND IN HIGHWAY.
 JR1327'AT THIS POINT THE STATION IS 50 FT. E. OF CENTER OF HIGHWAY.
 JR1327'
 JR1327'STATION MARK--COPPER PIN IN CENTER OF TOP OF STATE HIGHWAY CONCRETE
 JR1327'R.O.W. MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0227 ***********************************************************************
 FS0227  DESIGNATION -  HEAP
 FS0227  PID         -  FS0227
 FS0227  STATE/COUNTY-  NV/CLARK
 FS0227  USGS QUAD   -  STATE LINE PASS (1985)
 FS0227
 FS0227                         *CURRENT SURVEY CONTROL
 FS0227  ___________________________________________________________________
 FS0227* NAD 83(1994)-  35 40 32.25048(N)    115 22 43.28558(W)     ADJUSTED  
 FS0227* NAVD 88     -       800.86   (+/-2cm)    2627.5    (feet)  VERTCON   
 FS0227  ___________________________________________________________________
 FS0227  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 FS0227  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FS0227
 FS0227  HORZ ORDER  -  SECOND
 FS0227  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0227
 FS0227.The horizontal coordinates were established by classical geodetic methods
 FS0227.and adjusted by the National Geodetic Survey in June 1998..
 FS0227
 FS0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0227.The vertical order pertains to the NGVD 29 superseded value.
 FS0227
 FS0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0227
 FS0227.The geoid height was determined by GEOID03.
 FS0227
 FS0227;                    North         East     Units Scale Factor Converg.
 FS0227;SPC NV E     - 8,102,702.028   218,524.783   MT  0.99990423   +0 07 09.6
 FS0227;SPC NV E     -26,583,614.90    716,943.39   sFT  0.99990423   +0 07 09.6
 FS0227;SPC CA 5     -   744,439.739 2,237,296.518   MT  1.00005224   +1 29 39.0
 FS0227;SPC CA 5     - 2,442,382.71  7,340,196.99   sFT  1.00005224   +1 29 39.0
 FS0227;UTM  11      - 3,949,182.406   646,727.151   MT  0.99986530   +0 56 44.6
 FS0227
 FS0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0227!SPC NV E     -   0.99987879  x   0.99990423  =   0.99978303
 FS0227!SPC CA 5     -   0.99987879  x   1.00005224  =   0.99993102
 FS0227!UTM  11      -   0.99987879  x   0.99986530  =   0.99974411
 FS0227
 FS0227|---------------------------------------------------------------------|
 FS0227| PID    Reference Object                     Distance      Geod. Az  |
 FS0227|                                                           dddmmss.s |
 FS0227| FS0229 HEAP RM 1                             8.998 METERS 02617     |
 FS0227| FS1185 BEER                                APPROX. 6.5 KM 1022556.8 |
 FS0227| FS0228 HEAP RM 2                             9.071 METERS 30807     |
 FS0227|---------------------------------------------------------------------|
 FS0227
 FS0227                          SUPERSEDED SURVEY CONTROL
 FS0227
 FS0227  NAD 83(1992)-  35 40 32.24639(N)    115 22 43.28435(W) AD(1991.35) 2
 FS0227  NAD 83(1992)-  35 40 32.24836(N)    115 22 43.28436(W) AD(       ) 2
 FS0227  NAD 83(1992)-  35 40 32.24550(N)    115 22 43.28878(W) AD(       ) 2
 FS0227  NAD 83(1986)-  35 40 32.25006(N)    115 22 43.28062(W) AD(       ) 2
 FS0227  NAD 27      -  35 40 32.31790(N)    115 22 40.30760(W) AD(       ) 2
 FS0227  NGVD 29 (??/??/92)  800.065  (m)         2624.88   (f) ADJ UNCH    2 0
 FS0227
 FS0227.Superseded values are not recommended for survey control.
 FS0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0227.See file dsdata.txt to determine how the superseded data were derived.
 FS0227
 FS0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV4672749182(NAD 83)
 FS0227_MARKER: DS = TRIANGULATION STATION DISK
 FS0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0227_STAMPING: HEAP 1958
 FS0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0227+STABILITY: SURFACE MOTION
 FS0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0227+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 FS0227
 FS0227  HISTORY     - Date     Condition        Report By
 FS0227  HISTORY     - 1958     MONUMENTED       CGS
 FS0227  HISTORY     - 1958     GOOD             CGS
 FS0227  HISTORY     - 20011019 GOOD             NVGS
 FS0227
 FS0227                          STATION DESCRIPTION
 FS0227
 FS0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 FS0227'STATION IS ALONG U.S. HIGHWAY 91, 8.6 MILES SOUTHWEST FROM JEAN,
 FS0227'0.2 MILE SOUTH OF A SERVICE STATION ALONG THE HIGHWAY, WHERE A
 FS0227'GRADED DIRT ROAD LEADS WESTWARD OFF THE HIGHWAY AND ON THE NORTH
 FS0227'SIDE OF THIS ROAD AND 22 FEET FROM THE CENTER LINE.  270 FEET
 FS0227'WEST OF CENTER LINE OF HIGHWAY, 8.3 FEET WEST SOUTHWEST OF A
 FS0227'CONCRETE WITNESS POST.
 FS0227'
 FS0227'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CYLINDRICAL
 FS0227'CONCRETE POSTS, EACH PROJECTING 3 INCHES, STAMPED HEAP 1958,
 FS0227'WITH REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
 FS0227
 FS0227                          STATION RECOVERY (1958)
 FS0227
 FS0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FS0227'7.8 MI S FROM JEAN.
 FS0227'7.8 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 FS0227'HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN, 270.0 FEET WEST OF THE
 FS0227'CENTER LINE OF THE HIGHWAY, 29.50 FEET SOUTHEAST OF R.M. 2,
 FS0227'29.40 FEET SOUTH OF R.M. 1, 23.5 FEET NORTH OF CENTER OF A DIRT
 FS0227'ROAD, 9.7 FEET SOUTHWEST OF A CONCRETE WITNESS POST, SET IN A
 FS0227'ROUND CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND
 FS0227'SURFACE.
 FS0227
 FS0227                          STATION RECOVERY (2001)
 FS0227
 FS0227'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 FS0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0229 ***********************************************************************
 FS0229  DESIGNATION -  HEAP RM 1
 FS0229  PID         -  FS0229
 FS0229  STATE/COUNTY-  NV/CLARK
 FS0229  USGS QUAD   -  STATE LINE PASS (1985)
 FS0229
 FS0229                         *CURRENT SURVEY CONTROL
 FS0229  ___________________________________________________________________
 FS0229* NAD 83(1986)-  35 40 32.     (N)    115 22 41.     (W)     SCALED    
 FS0229* NAVD 88     -       800.62   (+/-2cm)    2626.7    (feet)  VERTCON   
 FS0229  ___________________________________________________________________
 FS0229  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FS0229
 FS0229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0229
 FS0229.The horizontal coordinates were scaled from a topographic map and have
 FS0229.an estimated accuracy of +/- 6 seconds.
 FS0229
 FS0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0229.The vertical order pertains to the NGVD 29 superseded value.
 FS0229
 FS0229.The geoid height was determined by GEOID03.
 FS0229
 FS0229;                    North         East    Units  Estimated Accuracy
 FS0229;SPC NV E     - 8,102,690.      218,580.      MT  (+/- 180 meters Scaled)
 FS0229
 FS0229                          SUPERSEDED SURVEY CONTROL
 FS0229
 FS0229  NGVD 29 (??/??/92)  799.820  (m)         2624.08   (f) ADJ UNCH    2 0
 FS0229
 FS0229.Superseded values are not recommended for survey control.
 FS0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0229.See file dsdata.txt to determine how the superseded data were derived.
 FS0229
 FS0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV467491(NAD 83)
 FS0229_MARKER: DR = REFERENCE MARK DISK
 FS0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0229_STAMPING: HEAP NO 1 1958
 FS0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0229+STABILITY: SURFACE MOTION
 FS0229
 FS0229  HISTORY     - Date     Condition        Report By
 FS0229  HISTORY     - 1958     MONUMENTED       CGS
 FS0229
 FS0229                          STATION DESCRIPTION
 FS0229
 FS0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0229'7.8 MI S FROM JEAN.
 FS0229'7.8 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 FS0229'HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN, 267.0 FEET WEST OF THE
 FS0229'CENTER LINE OF THE HIGHWAY, 51.0 FEET NORTH OF THE CENTER OF A
 FS0229'DIRT ROAD, 29.40 FEET NORTH OF STATION MARK, SET IN A ROUND
 FS0229'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0228 ***********************************************************************
 FS0228  DESIGNATION -  HEAP RM 2
 FS0228  PID         -  FS0228
 FS0228  STATE/COUNTY-  NV/CLARK
 FS0228  USGS QUAD   -  STATE LINE PASS (1985)
 FS0228
 FS0228                         *CURRENT SURVEY CONTROL
 FS0228  ___________________________________________________________________
 FS0228* NAD 83(1986)-  35 40 32.     (N)    115 22 41.     (W)     SCALED    
 FS0228* NAVD 88     -       800.93   (+/-2cm)    2627.7    (feet)  VERTCON   
 FS0228  ___________________________________________________________________
 FS0228  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FS0228
 FS0228  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0228
 FS0228.The horizontal coordinates were scaled from a topographic map and have
 FS0228.an estimated accuracy of +/- 6 seconds.
 FS0228
 FS0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0228.The vertical order pertains to the NGVD 29 superseded value.
 FS0228
 FS0228.The geoid height was determined by GEOID03.
 FS0228
 FS0228;                    North         East    Units  Estimated Accuracy
 FS0228;SPC NV E     - 8,102,690.      218,580.      MT  (+/- 180 meters Scaled)
 FS0228
 FS0228                          SUPERSEDED SURVEY CONTROL
 FS0228
 FS0228  NGVD 29 (??/??/92)  800.128  (m)         2625.09   (f) ADJ UNCH    2 0
 FS0228
 FS0228.Superseded values are not recommended for survey control.
 FS0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0228.See file dsdata.txt to determine how the superseded data were derived.
 FS0228
 FS0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV467491(NAD 83)
 FS0228_MARKER: DR = REFERENCE MARK DISK
 FS0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0228_STAMPING: HEAP NO 2 1958
 FS0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0228+STABILITY: SURFACE MOTION
 FS0228
 FS0228  HISTORY     - Date     Condition        Report By
 FS0228  HISTORY     - 1958     MONUMENTED       CGS
 FS0228
 FS0228                          STATION DESCRIPTION
 FS0228
 FS0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0228'7.8 MI S FROM JEAN.
 FS0228'7.8 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 FS0228'HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN, 299.0 FEET WEST OF THE
 FS0228'CENTER LINE OF THE HIGHWAY, 32.8 FEET NORTH OF CENTER OF A DIRT
 FS0228'ROAD, 29.50 FEET NORTHWEST OF STATION MARK, SET IN A ROUND
 FS0228'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0707 ***********************************************************************
 JP0707  DESIGNATION -  HEATH
 JP0707  PID         -  JP0707
 JP0707  STATE/COUNTY-  NV/NYE
 JP0707  USGS QUAD   -  HEATH CANYON (1990)
 JP0707
 JP0707                         *CURRENT SURVEY CONTROL
 JP0707  ___________________________________________________________________
 JP0707* NAD 83(1994)-  38 25 37.28400(N)    115 23 37.35918(W)     ADJUSTED  
 JP0707* NAVD 88     -      2851.2    (meters)    9354.     (feet)  VERTCON   
 JP0707  ___________________________________________________________________
 JP0707  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 JP0707  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 JP0707
 JP0707  HORZ ORDER  -  THIRD
 JP0707
 JP0707.The horizontal coordinates were established by classical geodetic methods
 JP0707.and adjusted by the National Geodetic Survey in June 1998..
 JP0707
 JP0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0707
 JP0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0707
 JP0707.The geoid height was determined by GEOID03.
 JP0707
 JP0707;                    North         East     Units Scale Factor Converg.
 JP0707;SPC NV C     - 6,408,766.147   611,146.390   MT  1.00005209   +0 47 28.5
 JP0707;SPC NV C     -21,026,093.60  2,005,069.45   sFT  1.00005209   +0 47 28.5
 JP0707;UTM  11      - 4,254,417.584   640,210.424   MT  0.99984210   +0 59 54.6
 JP0707
 JP0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0707!SPC NV C     -   0.99955640  x   1.00005209  =   0.99960847
 JP0707!UTM  11      -   0.99955640  x   0.99984210  =   0.99939857
 JP0707
 JP0707|---------------------------------------------------------------------|
 JP0707| PID    Reference Object                     Distance      Geod. Az  |
 JP0707|                                                           dddmmss.s |
 JP0707| CS8735 HEATH RM 2                            3.703 METERS 13811     |
 JP0707| CS8734 HEATH RM 1                            8.129 METERS 25753     |
 JP0707|---------------------------------------------------------------------|
 JP0707
 JP0707                          SUPERSEDED SURVEY CONTROL
 JP0707
 JP0707  NAD 83(1994)-  38 25 37.28092(N)    115 23 37.36129(W) AD(       ) 3
 JP0707  NAD 83(1986)-  38 25 37.27990(N)    115 23 37.36357(W) AD(       ) 3
 JP0707  NGVD 29 (01/04/94) 2850.0    (m)         9350.     (f) VERT ANG       
 JP0707
 JP0707.Superseded values are not recommended for survey control.
 JP0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0707.See file dsdata.txt to determine how the superseded data were derived.
 JP0707
 JP0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC4021054418(NAD 83)
 JP0707_MARKER: DS = TRIANGULATION STATION DISK
 JP0707_SETTING: 66 = SET IN ROCK OUTCROP
 JP0707_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JP0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0707+STABILITY: POSITION/ELEVATION WELL
 JP0707
 JP0707  HISTORY     - Date     Condition        Report By
 JP0707  HISTORY     - 1963     MONUMENTED       USGS
 JP0707
 JP0707                          STATION DESCRIPTION
 JP0707
 JP0707'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JP0707'LOCATED ABOUT 22.5 MI SSE. OF CURRANT, 14.5 MI WNW. OF WARM
 JP0707'SPRINGS RANCH, 10 MI E. OF BULLWHACKER SPRINGS.  ON HIGHEST POINT
 JP0707'OF HIGH PROMINENT TOP ON EAST SIDE OF AND NEAR CENTRAL PART OF
 JP0707'GRANT RANGE.
 JP0707'
 JP0707'STATION REACHED BY HELICOPTER.
 JP0707'
 JP0707'STATION MARK--STANDARD TABLET STAMPED---HEATH 1963---, CEMENTED IN
 JP0707'DRILL HOLE IN TOP OF SOLID OUTCROP.
 JP0707'
 JP0707'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, CEMENTED IN DRILL
 JP0707'HOLE IN TOP OF ROCK OUTCROP.
 JP0707'
 JP0707'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, CEMENTED IN DRILL
 JP0707'HOLE IN TOP OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1037 ***********************************************************************
 HQ1037  DESIGNATION -  HELEN TARGET
 HQ1037  PID         -  HQ1037
 HQ1037  STATE/COUNTY-  NV/NYE
 HQ1037  USGS QUAD   -  TRAPPMAN HILLS (1988)
 HQ1037
 HQ1037                         *CURRENT SURVEY CONTROL
 HQ1037  ___________________________________________________________________
 HQ1037* NAD 83(1994)-  37 32 44.55513(N)    116 42 45.69436(W)     ADJUSTED  
 HQ1037* NAVD 88     -      1759.5    (meters)    5773.     (feet)  VERTCON   
 HQ1037  ___________________________________________________________________
 HQ1037  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 HQ1037  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 HQ1037
 HQ1037  HORZ ORDER  -  SECOND
 HQ1037
 HQ1037.The horizontal coordinates were established by classical geodetic methods
 HQ1037.and adjusted by the National Geodetic Survey in June 1998..
 HQ1037
 HQ1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1037
 HQ1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1037
 HQ1037.The geoid height was determined by GEOID03.
 HQ1037
 HQ1037;                    North         East     Units Scale Factor Converg.
 HQ1037;SPC NV C     - 6,310,186.997   495,933.001   MT  0.99990020   -0 01 41.0
 HQ1037;SPC NV C     -20,702,671.84  1,627,073.52   sFT  0.99990020   -0 01 41.0
 HQ1037;UTM  11      - 4,155,451.300   525,379.637   MT  0.99960793   +0 10 30.3
 HQ1037
 HQ1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1037!SPC NV C     -   0.99972801  x   0.99990020  =   0.99962824
 HQ1037!UTM  11      -   0.99972801  x   0.99960793  =   0.99933605
 HQ1037
 HQ1037:                Primary Azimuth Mark                     Grid Az
 HQ1037:SPC NV C     -  HELEN TARGET AZ MK                       131 59 57.4
 HQ1037:UTM  11      -  HELEN TARGET AZ MK                       131 47 46.1
 HQ1037
 HQ1037|---------------------------------------------------------------------|
 HQ1037| PID    Reference Object                     Distance      Geod. Az  |
 HQ1037|                                                           dddmmss.s |
 HQ1037| DD5983 HELEN TARGET AZ MK                                 1315816.4 |
 HQ1037| DD5984 HELEN TARGET RM 1                    17.737 METERS 18700     |
 HQ1037| DD5985 HELEN TARGET RM 2                    17.074 METERS 25123     |
 HQ1037|---------------------------------------------------------------------|
 HQ1037
 HQ1037                          SUPERSEDED SURVEY CONTROL
 HQ1037
 HQ1037  NAD 83(1986)-  37 32 44.55187(N)    116 42 45.70294(W) AD(       ) 2
 HQ1037  NAD 27      -  37 32 44.75933(N)    116 42 42.49550(W) AD(       ) 2
 HQ1037  NGVD 29 (07/19/86) 1758.4    (m)         5769.     (f) VERT ANG       
 HQ1037
 HQ1037.Superseded values are not recommended for survey control.
 HQ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1037.See file dsdata.txt to determine how the superseded data were derived.
 HQ1037
 HQ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2538055451(NAD 83)
 HQ1037_MARKER: DS = TRIANGULATION STATION DISK
 HQ1037_SETTING: 66 = SET IN ROCK OUTCROP
 HQ1037_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 HQ1037
 HQ1037  HISTORY     - Date     Condition        Report By
 HQ1037  HISTORY     - 1968     MONUMENTED       CGS
 HQ1037
 HQ1037                          STATION DESCRIPTION
 HQ1037
 HQ1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ1037'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS
 HQ1037'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS 15 MILES SOUTHEAST
 HQ1037'OF CACTUS PEAK AND 14 MILES SOUTH OF THE TEST RANGE HEADQUARTERS.
 HQ1037'
 HQ1037'TO REACH THE STATION FROM THE TEST RANGE HEADQUARTERS GO SOUTHERLY
 HQ1037'ON A SURFACED ROAD FOR 4.6 MILES TO THE END OF THE PAVEMENT,
 HQ1037'CONTINUE SOUTHERLY ON THE MAIN GRADED ROAD FOR 4.5 MILES TO
 HQ1037'A SIDE ROAD RIGHT AND SIGN STATION 30, CONTINUE SOUTHERLY
 HQ1037'ON THE MAIN GRADED ROAD FOR 2.3 MILES TO A CROSSROAD, TURN
 HQ1037'RIGHT AND GO SOUTHWESTERLY FOR 1.0 MILE TO A FORK, TAKE THE LEFT
 HQ1037'FORK AND FOLLOW MAIN TRACK ROAD FOR 3.1 MILES TO A FORK, TAKE
 HQ1037'THE LEFT FORK FOR 0.15 MILE ON MAIN ROAD TO AN OLD MINE SHACK
 HQ1037'ON THE LEFT, CONTINUE SOUTHERLY ON THE MAIN ROAD FOR 2.5
 HQ1037'MILES TO A DIM TRACK ROAD ON THE LEFT, (CONTINUE SOUTHERLY
 HQ1037'FOR 0.55 MILE TO A LOW RIDGE ON THE LEFT, TURN LEFT AND GO
 HQ1037'0.05 MILE UP RIDGE TO THE AZIMUTH MARK ON THE RIGHT), TURN
 HQ1037'LEFT AND GO 0.05 MILE TO THE STATION.
 HQ1037'
 HQ1037'THE STATION IS A STANDARD DISK STAMPED HELEN TARGET 1968,
 HQ1037'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS 14 INCHES BELOW
 HQ1037'THE SURFACE OF THE GROUND.  IT IS SET IN THE APPROXIMATE CENTER
 HQ1037'OF A LARGE WHITE TARGET MADE OF PLYWOOD AND 7.7 FEET
 HQ1037'EAST-SOUTHEAST OF A METAL WITNESS POST.
 HQ1037'
 HQ1037'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HELEN TARGET
 HQ1037'NO 1 1968, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS
 HQ1037'2 INCHES ABOVE THE SURFACE OF THE GROUND AND 57.4 FEET SOUTHWEST
 HQ1037'OF A METAL WITNESS POST.
 HQ1037'
 HQ1037'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HELEN TARGET
 HQ1037'NO 2 1968, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH
 HQ1037'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE AND IS 48.7 FEET
 HQ1037'WEST OF A METAL WITNESS POST.
 HQ1037'
 HQ1037'AZIMUTH MARK IS A STANDARD DISK STAMPED HELEN TARGET 1968,
 HQ1037'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS 1-1/2 FEET
 HQ1037'BY 3 FEET AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 HQ1037'IT IS ON THE WEST SLOPE OF THE RIDGE 0.05 MILE NORTH-NORTHEAST
 HQ1037'OF A BLADED ROAD AND 1.2 FEET WEST OF A METAL WITNESS POST.
 HQ1037'
 HQ1037'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0883 ***********************************************************************
 HQ0883  DESIGNATION -  HELMET
 HQ0883  PID         -  HQ0883
 HQ0883  STATE/COUNTY-  NV/ESMERALDA
 HQ0883  USGS QUAD   -  BONNIE CLAIRE SW (1980)
 HQ0883
 HQ0883                         *CURRENT SURVEY CONTROL
 HQ0883  ___________________________________________________________________
 HQ0883* NAD 83(1994)-  37 02 23.94634(N)    117 11 31.98068(W)     ADJUSTED  
 HQ0883* NAVD 88     -      2137.     (meters)    7011.     (feet)  SCALED    
 HQ0883  ___________________________________________________________________
 HQ0883  LAPLACE CORR-           7.91  (seconds)                    DEFLEC99
 HQ0883  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 HQ0883
 HQ0883  HORZ ORDER  -  THIRD
 HQ0883
 HQ0883.The horizontal coordinates were established by classical geodetic methods
 HQ0883.and adjusted by the National Geodetic Survey in June 1998..
 HQ0883
 HQ0883.The orthometric height was scaled from a topographic map.
 HQ0883
 HQ0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0883
 HQ0883.The geoid height was determined by GEOID03.
 HQ0883
 HQ0883;                    North         East     Units Scale Factor Converg.
 HQ0883;SPC NV W     - 4,254,969.760   923,751.725   MT  1.00008860   +0 50 17.1
 HQ0883;SPC NV W     -13,959,846.62  3,030,675.45   sFT  1.00008860   +0 50 17.1
 HQ0883;SPC NV C     - 6,254,193.862   453,248.900   MT  0.99992692   -0 18 59.7
 HQ0883;SPC NV C     -20,518,967.70  1,487,034.10   sFT  0.99992692   -0 18 59.7
 HQ0883;SPC CA 4     -   690,889.153 2,160,814.667   MT  0.99996682   +1 04 42.6
 HQ0883;SPC CA 4     - 2,266,692.16  7,089,272.79   sFT  0.99996682   +1 04 42.6
 HQ0883;UTM  11      - 4,099,325.334   482,906.251   MT  0.99960360   -0 06 56.8
 HQ0883
 HQ0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0883!SPC NV W     -   0.99966898  x   1.00008860  =   0.99975755
 HQ0883!SPC NV C     -   0.99966898  x   0.99992692  =   0.99959593
 HQ0883!SPC CA 4     -   0.99966898  x   0.99996682  =   0.99963581
 HQ0883!UTM  11      -   0.99966898  x   0.99960360  =   0.99927271
 HQ0883
 HQ0883:                Primary Azimuth Mark                     Grid Az
 HQ0883:SPC NV W     -  T 89 HIGH                                190 26 24.4
 HQ0883:SPC NV C     -  T 89 HIGH                                191 35 41.2
 HQ0883:SPC CA 4     -  T 89 HIGH                                190 11 58.9
 HQ0883:UTM  11      -  T 89 HIGH                                191 23 38.3
 HQ0883
 HQ0883|---------------------------------------------------------------------|
 HQ0883| PID    Reference Object                     Distance      Geod. Az  |
 HQ0883|                                                           dddmmss.s |
 HQ0883| GS0783 T 89 HIGH                           APPROX. 5.2 KM 1911641.5 |
 HQ0883|---------------------------------------------------------------------|
 HQ0883
 HQ0883                          SUPERSEDED SURVEY CONTROL
 HQ0883
 HQ0883  NAD 83(1992)-  37 02 23.93489(N)    117 11 31.97400(W) AD(       ) 3
 HQ0883  NAD 83(1986)-  37 02 23.92961(N)    117 11 31.98510(W) AD(       ) 3
 HQ0883  NAD 27      -  37 02 24.16600(N)    117 11 28.74300(W) AD(       ) 3
 HQ0883
 HQ0883.Superseded values are not recommended for survey control.
 HQ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0883.See file dsdata.txt to determine how the superseded data were derived.
 HQ0883
 HQ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA8290699325(NAD 83)
 HQ0883_MARKER: H = DRILL HOLE
 HQ0883_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0883_SP_SET: SET IN BEDROCK
 HQ0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0883+STABILITY: POSITION/ELEVATION WELL
 HQ0883
 HQ0883  HISTORY     - Date     Condition        Report By
 HQ0883  HISTORY     - 1895     MONUMENTED       CGS
 HQ0883
 HQ0883                          STATION DESCRIPTION
 HQ0883
 HQ0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HQ0883'STATION IS ON THE SUMMIT OF A MOUNTAIN 7044 FEET IN HEIGHT,
 HQ0883'WHICH WHEN VIEWED FROM THE THORPES MILL-STAININGER ROAD NEAR
 HQ0883'THE LINE RESEMBLES A HELMET.
 HQ0883'
 HQ0883'STATION IS MARKED BY A HOLE DRILLED IN THE ROCK AND SURROUNDED
 HQ0883'BY A CAIRN OF STONE, WHICH SUPPORTED THE POLE SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0326 ***********************************************************************
 MV0326  DESIGNATION -  HELPER
 MV0326  PID         -  MV0326
 MV0326  STATE/COUNTY-  NV/HUMBOLDT
 MV0326  USGS QUAD   -  ALDER CREEK RANCH (1990)
 MV0326
 MV0326                         *CURRENT SURVEY CONTROL
 MV0326  ___________________________________________________________________
 MV0326* NAD 83(1994)-  41 50 14.20965(N)    118 46 47.99181(W)     ADJUSTED  
 MV0326* NAVD 88     -      1296.     (meters)    4252.     (feet)  SCALED    
 MV0326  ___________________________________________________________________
 MV0326  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 MV0326  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 MV0326
 MV0326  HORZ ORDER  -  THIRD
 MV0326
 MV0326.The horizontal coordinates were established by classical geodetic methods
 MV0326.and adjusted by the National Geodetic Survey in June 1998..
 MV0326
 MV0326.The orthometric height was scaled from a topographic map.
 MV0326
 MV0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0326
 MV0326.The geoid height was determined by GEOID03.
 MV0326
 MV0326;                    North         East     Units Scale Factor Converg.
 MV0326;SPC NV W     - 4,786,645.041   783,666.390   MT  0.99990328   -0 07 52.2
 MV0326;SPC NV W     -15,704,184.61  2,571,078.81   sFT  0.99990328   -0 07 52.2
 MV0326;UTM  11      - 4,633,241.468   352,207.192   MT  0.99986879   -1 11 15.0
 MV0326
 MV0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0326!SPC NV W     -   0.99979994  x   0.99990328  =   0.99970323
 MV0326!UTM  11      -   0.99979994  x   0.99986879  =   0.99966875
 MV0326
 MV0326                          SUPERSEDED SURVEY CONTROL
 MV0326
 MV0326  NAD 83(1991)-  41 50 14.20863(N)    118 46 47.99354(W) AD(       ) 3
 MV0326  NAD 83(1986)-  41 50 14.21243(N)    118 46 47.99248(W) AD(       ) 3
 MV0326  NAD 27      -  41 50 14.59500(N)    118 46 44.35200(W) AD(       ) 3
 MV0326
 MV0326.Superseded values are not recommended for survey control.
 MV0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0326.See file dsdata.txt to determine how the superseded data were derived.
 MV0326
 MV0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG5220733241(NAD 83)
 MV0326_MARKER: I = METAL ROD
 MV0326_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MV0326_SP_SET: OBJECT IMBEDDED IN GROUND
 MV0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0326
 MV0326  HISTORY     - Date     Condition        Report By
 MV0326  HISTORY     - 1950     MONUMENTED       NVDH
 MV0326
 MV0326                          STATION DESCRIPTION
 MV0326
 MV0326'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1950 (EBL)
 MV0326'THE STATION IS 12.5 MILES AIR LINE SOUTHWEST OF DENIO, OREGON
 MV0326'AT JUNCTION OF CROSSROADS IN LARGE FLAT VALLEY.  STATION IS
 MV0326'A 1/2 INCH IRON PIPE WHICH PROJECTS 4 INCHES.
 MV0326'
 MV0326'TO REACH FROM THE POST OFFICE IN DENIO, OREGON GO WEST AND
 MV0326'SOUTHWEST ON THE CEDARVILLE-DENIO HIGHWAY 13.9 MILES TO CROSSROAD.
 MV0326'TURN LEFT, SOUTH, FOR 2.9 MILES TO CROSSROAD AND STATION.
 MV0326'STATION IS LOCATED 200 FEET NORTH OF ROAD JUNCTION AND 50 FEET
 MV0326'WEST OF ROAD USED IN DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1875 ***********************************************************************
 GR1875  DESIGNATION -  HEM
 GR1875  PID         -  GR1875
 GR1875  STATE/COUNTY-  NV/CLARK
 GR1875  USGS QUAD   -  BOULDER BEACH (1970)
 GR1875
 GR1875                         *CURRENT SURVEY CONTROL
 GR1875  ___________________________________________________________________
 GR1875* NAD 83(1994)-  36 03 56.23656(N)    114 48 00.06335(W)     ADJUSTED  
 GR1875* NAVD 88     -       490.7    (meters)    1610.     (feet)  VERTCON   
 GR1875  ___________________________________________________________________
 GR1875  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 GR1875  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GR1875
 GR1875  HORZ ORDER  -  FIRST
 GR1875
 GR1875.The horizontal coordinates were established by classical geodetic methods
 GR1875.and adjusted by the National Geodetic Survey in June 1998..
 GR1875
 GR1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1875
 GR1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1875
 GR1875.The geoid height was determined by GEOID03.
 GR1875
 GR1875;                    North         East     Units Scale Factor Converg.
 GR1875;SPC NV E     - 8,146,235.024   270,561.702   MT  0.99996133   +0 27 40.2
 GR1875;SPC NV E     -26,726,439.41    887,667.85   sFT  0.99996133   +0 27 40.2
 GR1875;SPC AZ W     -   562,322.495   118,769.703   MT  1.00004354   -0 37 05.5
 GR1875;SPC AZ W     - 1,844,890.08    389,664.38   iFT  1.00004354   -0 37 05.5
 GR1875;UTM  11      - 3,993,466.826   698,129.857   MT  1.00008371   +1 17 44.1
 GR1875
 GR1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1875!SPC NV E     -   0.99992742  x   0.99996133  =   0.99988875
 GR1875!SPC AZ W     -   0.99992742  x   1.00004354  =   0.99997095
 GR1875!UTM  11      -   0.99992742  x   1.00008371  =   1.00001112
 GR1875
 GR1875:                Primary Azimuth Mark                     Grid Az
 GR1875:SPC NV E     -  FAIRCHILD HORSESHOE FLAG                 101 08 44.0
 GR1875:SPC AZ W     -  FAIRCHILD HORSESHOE FLAG                 102 13 29.7
 GR1875:UTM  11      -  FAIRCHILD HORSESHOE FLAG                 100 18 40.1
 GR1875
 GR1875|---------------------------------------------------------------------|
 GR1875| PID    Reference Object                     Distance      Geod. Az  |
 GR1875|                                                           dddmmss.s |
 GR1875| GR1861 FAIRCHILD HORSESHOE FLAG            APPROX. 5.1 KM 1013624.2 |
 GR1875| GR1846 PROM                                APPROX. 6.9 KM 1253400.1 |
 GR1875| CC5377 HEM RM 1                             15.505 METERS 16249     |
 GR1875| GR1874 FAIRCHILD FLAG MINERAL                4.100 METERS 17218     |
 GR1875| CC5378 HEM RM 2                             13.988 METERS 25607     |
 GR1875|---------------------------------------------------------------------|
 GR1875
 GR1875                          SUPERSEDED SURVEY CONTROL
 GR1875
 GR1875  NAD 83(1992)-  36 03 56.23673(N)    114 48 00.06353(W) AD(       ) 1
 GR1875  NAD 83(1992)-  36 03 56.23654(N)    114 48 00.06346(W) AD(       ) 1
 GR1875  NAD 83(1986)-  36 03 56.22511(N)    114 48 00.04971(W) AD(       ) 1
 GR1875  NAD 27      -  36 03 56.30000(N)    114 47 57.10200(W) AD(       ) 1
 GR1875  NGVD 29 (07/19/86)  490.0    (m)         1608.     (f) VERT ANG       
 GR1875
 GR1875.Superseded values are not recommended for survey control.
 GR1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1875.See file dsdata.txt to determine how the superseded data were derived.
 GR1875
 GR1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9813093467(NAD 83)
 GR1875_MARKER: DS = TRIANGULATION STATION DISK
 GR1875_SETTING: 80 = SET IN A BOULDER
 GR1875_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GR1875
 GR1875  HISTORY     - Date     Condition        Report By
 GR1875  HISTORY     - 1935     MONUMENTED       CGS
 GR1875  HISTORY     - 1947     GOOD             USGS
 GR1875  HISTORY     - 1954     GOOD             CGS
 GR1875  HISTORY     - 1963     GOOD             CGS
 GR1875
 GR1875                          STATION DESCRIPTION
 GR1875
 GR1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 GR1875'STATION IS ON THE HIGHEST ROUNDED HILL OF THE RANGE OF HILLS
 GR1875'SITUATED IN THE LOWER EASTERN PART OF THE HEMMINGWAY WASH.
 GR1875'IT IS ABOUT 7 MILES (AIR LINE) NE OF BOULDER CITY AND THE
 GR1875'RANGE WILL BE AT THE EDGE OF BOULDER LAKE WHEN THE RESERVOIR
 GR1875'IS FULL.  THE RANGE RUNS SW TO NE AND IS SEPARATE FROM THE
 GR1875'SURROUNDING HILLS.  THERE IS A HIGHER SHARP POINT IN THE
 GR1875'RANGE TO THE NE OF THE STATION.
 GR1875'
 GR1875'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 GR1875'IN A BOULDER.
 GR1875'
 GR1875'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN OUTCROPPING
 GR1875'BEDROCK.
 GR1875'
 GR1875'TO REACH FROM BOULDER CITY, GO E ON THE BOULDER DAM HIGHWAY
 GR1875'FROM THE BUREAU OF RECLAMATION ADMINISTRATION BUILDING, 1.4
 GR1875'MILES TO THE JUNCTION OF THE FERRY HIGHWAY.  TURN LEFT ON
 GR1875'FERRY HIGHWAY AND GO 2.9 MILES (THIS POINT IS 0.6 MILE BEYOND
 GR1875'THE THIRD RAILROAD CROSSING).  TURN LEFT ON OLD GRADED ROAD,
 GR1875'GO 1.5 MILES AND CROSS OVER OLD RAILROAD GRADE.  GO 0.2 MILE
 GR1875'AND CONTINUE STRAIGHT AHEAD ON LEFT FORK.  FOLLOW ROAD 1.9
 GR1875'MILES AND TURN RIGHT OFF ROAD AND UP SLOPE TO LEFT OF WASH
 GR1875'FOR 0.2 MILE TO END OF TRUCK TRAVEL.
 GR1875'
 GR1875'CLIMB UP WASH TO STATION.  IT IS ABOUT A 10-MINUTE PACK.
 GR1875
 GR1875                          STATION RECOVERY (1947)
 GR1875
 GR1875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 GR1875'RECOVERED IN GOOD CONDITION.
 GR1875
 GR1875                          STATION RECOVERY (1954)
 GR1875
 GR1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB)
 GR1875'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 GR1875'IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED, AND THE MARKS
 GR1875'WERE NOT MEASURED ON THIS DATE.  THE ROUTE TO THE STATION WAS
 GR1875'FOUND TO BE OBSOLETE.  A NEW ROUTE TO THE STATION IS GIVEN BELOW.
 GR1875'
 GR1875'THE STATION IS LOCATED ABOUT 7 MI. (AIRLINE) NE OF BOULDER
 GR1875'CITY, AND AT THE EDGE OF LAKE MEAD.  IT IS ON THE HIGHEST ROUNDED
 GR1875'HILL OF THE RANGE OF HILLS AT THE LOWER PART OF HEMMINGWAY
 GR1875'WASH.  THERE IS A HIGHER SHARP POINT TO THE NE.
 GR1875'
 GR1875'TO REACH FROM THE BUREAU OF RECLAMATION OFFICE IN BOULDER
 GR1875'CITY, GO E ON U.S. HIGHWAYS 93 AND 466 FOR 1.3 MI. TO A FORK.
 GR1875'TAKE THE LEFT FORK AND GO 2.5 MI. TO A T-INTERSECTION.  TURN
 GR1875'LEFT AND FOLLOW THE PAVED ROAD N FOR 2.0 MI. TO A FORK.  TAKE
 GR1875'THE LEFT FORK AND GO 0.9 MI. TO A DIRT ROAD AT THE BOTTOM
 GR1875'OF THE GRADE.  TURN RIGHT AND FOLLOW THE DIRT ROAD TO THE W
 GR1875'END OF A CAUSEWAY.  TURN SHARP RIGHT ACROSS THE CAUSEWAY AND GO
 GR1875'TO A LOCKED GATE AND THE END OF TRUCK TRAVEL.  PACK E AND
 GR1875'S TO THE HIGHEST POINT AND THE STATION.  THIS IS A 15-MIN.
 GR1875'PACK.
 GR1875'
 GR1875'THE STATION MARK IS A STANDARD BRONZE DISK, STAMPED HEM 1935
 GR1875'AND SET IN A DRILL HOLE IN A BOULDER.
 GR1875'
 GR1875'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS, SET IN OUTCROPPING
 GR1875'BEDROCK.  THEY ARE STAMPED HEM NO 1 AND HEM NO 2 1935 RESPECTIVELY.
 GR1875
 GR1875                          STATION RECOVERY (1963)
 GR1875
 GR1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HEM)
 GR1875'STATION NOT VISITED, ONLY OBSERVED ON POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1930 ***********************************************************************
 GR1930  DESIGNATION -  HENDERSON
 GR1930  PID         -  GR1930
 GR1930  STATE/COUNTY-  NV/CLARK
 GR1930  USGS QUAD   -  LAS VEGAS SE (1984)
 GR1930
 GR1930                         *CURRENT SURVEY CONTROL
 GR1930  ___________________________________________________________________
 GR1930* NAD 83(1994)-  36 00 25.87314(N)    115 00 25.62472(W)     ADJUSTED  
 GR1930* NAVD 88     -      1024.2    (meters)    3360.     (feet)  VERTCON   
 GR1930  ___________________________________________________________________
 GR1930  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 GR1930  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GR1930
 GR1930  HORZ ORDER  -  FIRST
 GR1930
 GR1930.The horizontal coordinates were established by classical geodetic methods
 GR1930.and adjusted by the National Geodetic Survey in June 1998..
 GR1930
 GR1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1930
 GR1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1930
 GR1930.The geoid height was determined by GEOID03.
 GR1930
 GR1930;                    North         East     Units Scale Factor Converg.
 GR1930;SPC NV E     - 8,139,621.411   251,944.065   MT  0.99993324   +0 20 19.5
 GR1930;SPC NV E     -26,704,741.25    826,586.49   sFT  0.99993324   +0 20 19.5
 GR1930;UTM  11      - 3,986,582.353   679,608.702   MT  0.99999751   +1 10 18.8
 GR1930
 GR1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1930!SPC NV E     -   0.99984370  x   0.99993324  =   0.99977695
 GR1930!UTM  11      -   0.99984370  x   0.99999751  =   0.99984121
 GR1930
 GR1930:                Primary Azimuth Mark                     Grid Az
 GR1930:SPC NV E     -  AIRWAY BEACON USA 4                      002 01 58.9
 GR1930:UTM  11      -  AIRWAY BEACON USA 4                      001 11 59.6
 GR1930
 GR1930|---------------------------------------------------------------------|
 GR1930| PID    Reference Object                     Distance      Geod. Az  |
 GR1930|                                                           dddmmss.s |
 GR1930| GR1879 AIRWAY BEACON USA 4                 APPROX.18.8 KM 0022218.4 |
 GR1930| CC5383 HENDERSON RM 1                       14.748 METERS 00333     |
 GR1930| CC5386 HENDERSON RM 4                        6.925 METERS 00941     |
 GR1930| GR1876 HENDERSON BASIC MAGN PLT C STK      APPROX. 4.2 KM 0134104.0 |
 GR1930| CC5382 HENDERSON AZ MK                                    0310602.6 |
 GR1930| CC5384 HENDERSON RM 2                        8.863 METERS 08044     |
 GR1930| CC5385 HENDERSON RM 3                        3.634 METERS 24214     |
 GR1930| GR1201 W 51                                APPROX. 6.8 KM 3542624.6 |
 GR1930|---------------------------------------------------------------------|
 GR1930
 GR1930                          SUPERSEDED SURVEY CONTROL
 GR1930
 GR1930  NAD 83(1992)-  36 00 25.87232(N)    115 00 25.62766(W) AD(       ) 1
 GR1930  NAD 83(1992)-  36 00 25.87164(N)    115 00 25.62691(W) AD(       ) 1
 GR1930  NAD 83(1986)-  36 00 25.86481(N)    115 00 25.61291(W) AD(       ) 1
 GR1930  NAD 27      -  36 00 25.94700(N)    115 00 22.64300(W) AD(       ) 1
 GR1930  NGVD 29 (07/19/86) 1023.5    (m)         3358.     (f) VERT ANG       
 GR1930
 GR1930.Superseded values are not recommended for survey control.
 GR1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1930.See file dsdata.txt to determine how the superseded data were derived.
 GR1930
 GR1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV7960986582(NAD 83)
 GR1930_MARKER: DS = TRIANGULATION STATION DISK
 GR1930_SETTING: 66 = SET IN ROCK OUTCROP
 GR1930_STAMPING: HENDERSON 1947
 GR1930_MARK LOGO: CGS   
 GR1930_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR1930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1930+STABILITY: POSITION/ELEVATION WELL
 GR1930
 GR1930  HISTORY     - Date     Condition        Report By
 GR1930  HISTORY     - 1947     MONUMENTED       CGS
 GR1930  HISTORY     - 1951     GOOD             USGS
 GR1930  HISTORY     - 1972     SEE DESCRIPTION  NGS
 GR1930  HISTORY     - 19850205 GOOD             NGS
 GR1930
 GR1930                          STATION DESCRIPTION
 GR1930
 GR1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GR1930'THE STATION IS LOCATED 14 MILES, AIRLINE, SOUTHEAST, OF THE
 GR1930'CITY OF LAS VEGAS, 2-1/2 MILES SOUTH BY WEST OF THE MAGNESIUM
 GR1930'PLANT AT HENDERSON, ON THE SUMMIT OF THE FIRST HIGH MOUNTAIN
 GR1930'SOUTHWEST OF HENDERSON.  THERE IS A HIGHER MOUNTAIN ABOUT 1 MILE
 GR1930'SOUTHWEST.
 GR1930'
 GR1930'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GR1930'IN THE TOP OF BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 GR1930'GROUND.  IT IS ON THE HIGHEST POINT OF THE RIDGE, 20 FEET
 GR1930'EAST OF THE WESTERN EDGE OF A SHOULDER, 30 FEET WEST
 GR1930'OF THE EASTERN EDGE OF A SHOULDER, AND IS STAMPED HERDERSON
 GR1930'1947.
 GR1930'
 GR1930'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GR1930'IN THE TOP OF BEDROCK WHICH IS FLUSH WITH THE SOUTH SIDE AND
 GR1930'PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND ON THE
 GR1930'NORTH SIDE.  IS ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION
 GR1930'MARK AND IS STAMPED HENDERSON NO 1 1947.
 GR1930'
 GR1930'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 GR1930'HOLE IN THE TOP OF OUTCROPPING BEDROCK WHICH PROJECTS 4 FEET
 GR1930'ON THE EAST SIDE AND 1-1/2 FOOT ON THE WEST SIDE.  IS 1.5 FEET
 GR1930'LOWER THAN THE STATION MARK.  IS ON THE EASTERN EDGE OF A
 GR1930'BLUFF, AND IS STAMPED HENDERSON NO 2 1947.
 GR1930'
 GR1930'STATION BM W 51 MAY BE USED FOR AN AZIMUTH MARK.
 GR1930'
 GR1930'TO REACH THE STATION FROM THE INTERSECTION OF FREMON STREET
 GR1930'AND MAIN STREET IN LAS VEGAS GO SOUTHEAST ON FREMONT STREET
 GR1930'(U.S. HIGHWAY NO. 466) TOWARD BOULDER CITY FOR 12.9 MILES TO
 GR1930'CROSSROADS AND SIGN VICTORY VILLAGE AND HENDERSON.  TURN RIGHT
 GR1930'ON A BLACK TOP ROAD AND GO WESTERLY 1.3 MILES TO THE END OF THE
 GR1930'PAVEMENT.  KEEP STRAIGHT AHEAD FOR 0.2 MILE.  TURN LEFT AT
 GR1930'A DUMPING AREA AND GO AROUND LEFT SIDE OF THE DUMP FOR 0.5
 GR1930'MILE.  AT THIS POINT THERE IS A RAILROAD BRIDGE NO. 1164,
 GR1930'75 YARDS TO THE RIGHT.  FOLLOW A TRACK ROAD WHICH PARALLELS
 GR1930'THE RAILROAD TRACKS AND GO 0.6 MILE TO BRIDGE NO. 1217.
 GR1930'TURN RIGHT ACROSS THE RAILROAD JUST BEYOND THE BRIDGE AND
 GR1930'FOLLOW UP THE MIDDLE OF A SMALL WASH 0.25 MILE.  TURN
 GR1930'RIGHT ACROSS COUNTRY AND FOLLOW THE MAIN TRACKS SOUTHERLY
 GR1930'0.6 MILE TO FORKS.  TAKE THE LEFT FORK AROUND THE POINT OF A
 GR1930'MOUNTAIN 1.05 MILE TO A POINT WHERE TWO WASHES FORK.  TAKE
 GR1930'THE RIGHT FORK FOR 50 YARDS.  TURN RIGHT UPTHROUGH A
 GR1930'SMALL ROCK WASH ONTO A RIDGE AND GO 0.2 MILE TO AN OLD
 GR1930'ABANDONED MINE SHAFT AND THE END OF TRUCK TRAVEL.  FROM
 GR1930'HERE PACK WESTERLY UP A RIDGE TO THE MAIN RIDGE WHICH LIES
 GR1930'NORTH-SOUTH.  TURN RIGHT, NORTH, UP A VERY STEEP RIDGE TO
 GR1930'THE HIGHEST POINT AND STATION.  A 45 MINUTE PACK.
 GR1930
 GR1930                          STATION RECOVERY (1951)
 GR1930
 GR1930'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1930'RECOVERED IN GOOD CONDITION.
 GR1930
 GR1930                          STATION RECOVERY (1972)
 GR1930
 GR1930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GR1930'THE STATION MARK WAS RECOVERED IN PLACE, REFERENCE MARKS 1
 GR1930'AND 2 WERE DESTROYED BY CONSTRUCTION OF ANTENNA AND BUILDINGS
 GR1930'IN THE AREA.  BM W 51 WHICH SERVES FOR AN AZIMUTH MARK WAS
 GR1930'RECOVERED BUT WILL NO LONGER SEE THE STATION.  REFERENCE
 GR1930'MARKS 3 AND 4 AND A NEW AZIMUTH MARK WAS ESTABLISHED.  THE
 GR1930'STATION MARK WAS REPAIRED ON POSITION.
 GR1930'
 GR1930'THE STATION MARK IS A STANDARD DISK STAMPED, HENDERSON 1947.
 GR1930'IT IS ST IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH
 GR1930'PROJECTS SLIGHTLY ABOVE THE SURROUNDING SURFACE.  IT IS IN
 GR1930'THE FENCED ENCLOSURE AT HIGHEST POINT ON THE MOUNTAIN.  8
 GR1930'FEET NORTH OF THE SOUTH FENCE AND 3 FEET SOUTH OF THE SOUTH
 GR1930'LEG OF THE SOUTHERN MOST ANTENNA.
 GR1930'
 GR1930'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, HENDERSON 1947
 GR1930'NO 3 1972.  IT IS SET IN A DRILL HOLE IN TOP OF A SMALL
 GR1930'OUTCROP WHICH IS 1 FOOT WEST OF THE FENCE CORNER AND 12 FEET
 GR1930'SOUTH OF THE ANTENNA.
 GR1930'
 GR1930'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, HENDERSON 1947
 GR1930'NO 4 1972.  IT IS SET IN A DRILL HOLE IN THE TOP OF A SMALL
 GR1930'OUTCROP WHICH IS 3 FEET LOWER THAN THE STATION.  IT IS 12 FEET
 GR1930'NORTHWEST OF THE ANTENNA AND NEARLY ON LINE TO SUNRISE BUTTE.
 GR1930'
 GR1930'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, HENDERSON 1947
 GR1930'1972.  IT IS SET IN A DRILL HOLE IN TOP OF A 4 X 5 FOOT
 GR1930'OUTCROP WHICH PROJECTS ABOUT 1 FOOT.  IT IS ALONG THE CREST
 GR1930'OF THE RIDGE LEADING NORTHEAST, OWING TO OBSTRUCTIONS CAUSED
 GR1930'BY THE TOWER AIRWAY BEACON NO. 4 1947 USA IS RECOMMENDED FOR
 GR1930'USE AS AN AZIMUTH MARK.  THE BEACON IS ON TOP OF A HEAVY TOWER
 GR1930'CLEARLY VISIBLE ON TOP OF SUNRISE BUTTE.
 GR1930'
 GR1930'TO REACH THE STATION FROM THE INTERSECTION OF GIBSON ROAD AND
 GR1930'BOULDER HIGHWAY IN HENDERSON, GO SOUTH ALONG GIBSON ROAD FOR
 GR1930'2.85 MILES TO A T-INTERSECTION, TURN LEFT FOR 0.55 MILE TO
 GR1930'A GRADED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ALONG
 GR1930'GRADED ROAD WHICH BECOMES VERY STEEP AND FOLLOW ROAD TO THE TOP
 GR1930'OF THE MOUNTAIN AND STATION.
 GR1930'
 GR1930'CAUTION--ONLY A VEHICLE IN GOOD CONDITION WITH GOOD BRAKES
 GR1930'SHOULD BE USED ALONG THIS ROAD.
 GR1930'
 GR1930'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 GR1930'MILES EAST OF HENDERSON.
 GR1930
 GR1930                          STATION RECOVERY (1985)
 GR1930
 GR1930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 GR1930'RECOVERED AS DESCRIBED.  THE STATION MARK REFERENCE MARKS 3, 4 AND THE
 GR1930'AZIMUTH MARK BM W 51, WERE RECOVERED IN GOOD CONDITION.  NO DATA WAS
 GR1930'AVAILABLE FOR REFERENCE MARK COMPARISON.  THE AZIMUTH MARK WAS NOT
 GR1930'VISIBLE FROM THE STATION DUE TO BUILDINGS ON LINE.  REFERENCE MARK 5
 GR1930'WAS SET AND POSITIONED AT THIS TIME.  FOR FURTHER DESCRIPTIVE DATA SEE
 GR1930'DESCRIPTION FOR REFERENCE MARK 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8044 ***********************************************************************
 AH8044  DESIGNATION -  HENDERSON
 AH8044  PID         -  AH8044
 AH8044  STATE/COUNTY-  NV/EUREKA
 AH8044  USGS QUAD   -  FRAZIER CREEK (1986)
 AH8044
 AH8044                         *CURRENT SURVEY CONTROL
 AH8044  ___________________________________________________________________
 AH8044* NAD 83(1994)-  39 54 44.49357(N)    116 12 50.95412(W)     ADJUSTED  
 AH8044* NAVD 88     -      2409.3    (meters)    7905.     (feet)  VERTCON   
 AH8044  ___________________________________________________________________
 AH8044  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 AH8044  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 AH8044
 AH8044  HORZ ORDER  -  THIRD
 AH8044
 AH8044.The horizontal coordinates were established by classical geodetic methods
 AH8044.and adjusted by the National Geodetic Survey in February 1999..
 AH8044
 AH8044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8044
 AH8044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8044
 AH8044.The geoid height was determined by GEOID03.
 AH8044
 AH8044;                    North         East     Units Scale Factor Converg.
 AH8044;SPC NV E     - 8,573,072.825   146,068.191   MT  0.99993580   -0 24 17.1
 AH8044;SPC NV E     -28,126,823.09    479,225.39   sFT  0.99993580   -0 24 17.1
 AH8044;UTM  11      - 4,418,325.578   567,165.641   MT  0.99965554   +0 30 15.2
 AH8044
 AH8044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8044!SPC NV E     -   0.99962532  x   0.99993580  =   0.99956114
 AH8044!UTM  11      -   0.99962532  x   0.99965554  =   0.99928099
 AH8044
 AH8044                          SUPERSEDED SURVEY CONTROL
 AH8044
 AH8044  NGVD 29 (02/26/99) 2408.0    (m)         7900.     (f) VERT ANG       
 AH8044
 AH8044.Superseded values are not recommended for survey control.
 AH8044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8044.See file dsdata.txt to determine how the superseded data were derived.
 AH8044
 AH8044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE6716618326(NAD 83)
 AH8044_MARKER: DS = TRIANGULATION STATION DISK
 AH8044_SETTING: 66 = SET IN ROCK OUTCROP
 AH8044_PROJECTION: FLUSH
 AH8044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8044+STABILITY: POSITION/ELEVATION WELL
 AH8044
 AH8044  HISTORY     - Date     Condition        Report By
 AH8044  HISTORY     - 1945     MONUMENTED       USGS
 AH8044
 AH8044                          STATION DESCRIPTION
 AH8044
 AH8044'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 AH8044'LOCATED 26 MI N. AND 15.5 MI W. OF EUREKA, 4 MI N. OF VININI CREEK, 3
 AH8044'MI W. OF HENDERSON CREEK. ON WEST SIDE OF GARDEN VALLEY, ON TOP OF
 AH8044'HIGH, TIMBERED HILL WHICH IS HIGHEST POINT IN IMMEDIATE VICINITY.
 AH8044'SEE 1962 RECOVERY FOR TO REACH.
 AH8044'STATION MARK--STANDARD TABLET STAMPED---HENDERSON 1945000, CEMENTED IN
 AH8044'ROCK OUTCROP.
 AH8044'RM 1--COPPER NAIL AND WASHER IN PINON TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1876 ***********************************************************************
 GR1876  DESIGNATION -  HENDERSON BASIC MAGN PLT C STK
 GR1876  PID         -  GR1876
 GR1876  STATE/COUNTY-  NV/CLARK
 GR1876  USGS QUAD   -  HENDERSON (1983)
 GR1876
 GR1876                         *CURRENT SURVEY CONTROL
 GR1876  ___________________________________________________________________
 GR1876* NAD 83(1994)-  36 02 38.57511(N)    114 59 45.83940(W)     ADJUSTED  
 GR1876* NAVD 88     -                                                        
 GR1876  ___________________________________________________________________
 GR1876  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GR1876  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR1876
 GR1876  HORZ ORDER  -  THIRD
 GR1876
 GR1876.The horizontal coordinates were established by classical geodetic methods
 GR1876.and adjusted by the National Geodetic Survey in June 1998..
 GR1876
 GR1876
 GR1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1876
 GR1876.The geoid height was determined by GEOID03.
 GR1876
 GR1876;                    North         East     Units Scale Factor Converg.
 GR1876;SPC NV E     - 8,143,717.166   252,915.677   MT  0.99993449   +0 20 44.0
 GR1876;SPC NV E     -26,718,178.74    829,774.18   sFT  0.99993449   +0 20 44.0
 GR1876;UTM  11      - 3,990,692.079   680,520.690   MT  1.00000155   +1 10 46.0
 GR1876
 GR1876                          SUPERSEDED SURVEY CONTROL
 GR1876
 GR1876  NAD 83(1992)-  36 02 38.57506(N)    114 59 45.84231(W) AD(       ) 4
 GR1876  NAD 83(1992)-  36 02 38.57444(N)    114 59 45.84180(W) AD(       ) 4
 GR1876  NAD 83(1986)-  36 02 38.56678(N)    114 59 45.82677(W) AD(       ) 4
 GR1876  NAD 27      -  36 02 38.65000(N)    114 59 42.85400(W) AD(       ) 3
 GR1876
 GR1876.Superseded values are not recommended for survey control.
 GR1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1876.See file dsdata.txt to determine how the superseded data were derived.
 GR1876
 GR1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV8052190692(NAD 83)
 GR1876_MARKER: 63 = STACK
 GR1876
 GR1876  HISTORY     - Date     Condition        Report By
 GR1876  HISTORY     - 1947     FIRST OBSERVED   CGS
 GR1876  HISTORY     - 1963     GOOD             CGS
 GR1876
 GR1876                          STATION DESCRIPTION
 GR1876
 GR1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 GR1876'THE STATION IS THE TOP OF THE CENTER ONE OF THREE CONCRETE
 GR1876'STACKS OF THE BASIC MAGNESIUM PLANT AT HENDERSON.  IT IS 125
 GR1876'FEET HIGH, 12-3/4 FEET IN DIAMETER AT THE BASE AND 7-1/3 FEET
 GR1876'AT THE TOP.
 GR1876'
 GR1876'THE STACK IS ON THE EAST SIDE AND ADJACENT TO THE MIDDLE
 GR1876'REFINERY.  IT IS 324.34 FEET NORTH OF THE CENTER LINE OF
 GR1876'AVENUE C, AND 670 FEET EAST OF 11TH STREET.
 GR1876
 GR1876                          STATION RECOVERY (1963)
 GR1876
 GR1876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HEM)
 GR1876'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0784 ***********************************************************************
 MT0784  DESIGNATION -  HENRY
 MT0784  PID         -  MT0784
 MT0784  STATE/COUNTY-  NV/ELKO
 MT0784  USGS QUAD   -  HENRY (1982)
 MT0784
 MT0784                         *CURRENT SURVEY CONTROL
 MT0784  ___________________________________________________________________
 MT0784* NAD 83(1994)-  41 43 27.56162(N)    114 49 04.83749(W)     ADJUSTED  
 MT0784* NAVD 88     -      1703.2    (meters)    5588.     (feet)  VERTCON   
 MT0784  ___________________________________________________________________
 MT0784  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 MT0784  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 MT0784
 MT0784  HORZ ORDER  -  SECOND
 MT0784
 MT0784.The horizontal coordinates were established by classical geodetic methods
 MT0784.and adjusted by the National Geodetic Survey in June 1998..
 MT0784
 MT0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0784
 MT0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0784
 MT0784.The geoid height was determined by GEOID03.
 MT0784
 MT0784;                    North         East     Units Scale Factor Converg.
 MT0784;SPC NV E     - 8,774,364.527   263,674.380   MT  0.99994988   +0 30 33.8
 MT0784;SPC NV E     -28,787,227.62    865,071.70   sFT  0.99994988   +0 30 33.8
 MT0784;UTM  11      - 4,621,469.438   681,490.140   MT  1.00000535   +1 27 09.4
 MT0784
 MT0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0784!SPC NV E     -   0.99973540  x   0.99994988  =   0.99968529
 MT0784!UTM  11      -   0.99973540  x   1.00000535  =   0.99974075
 MT0784
 MT0784|---------------------------------------------------------------------|
 MT0784| PID    Reference Object                     Distance      Geod. Az  |
 MT0784|                                                           dddmmss.s |
 MT0784| DD5986 HENRY RM 1                            8.210 METERS 00035     |
 MT0784| MT0785 FALLS                               APPROX. 5.0 KM 0621627.5 |
 MT0784| DD5987 HENRY RM 2                            3.621 METERS 16425     |
 MT0784|---------------------------------------------------------------------|
 MT0784
 MT0784                          SUPERSEDED SURVEY CONTROL
 MT0784
 MT0784  NAD 83(1994)-  41 43 27.56097(N)    114 49 04.83633(W) AD(       ) 2
 MT0784  NAD 83(1986)-  41 43 27.55888(N)    114 49 04.83210(W) AD(       ) 2
 MT0784  NAD 27      -  41 43 27.87123(N)    114 49 01.69071(W) AD(       ) 2
 MT0784  NGVD 29 (07/19/86) 1702.0    (m)         5584.     (f) VERT ANG       
 MT0784
 MT0784.Superseded values are not recommended for survey control.
 MT0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0784.See file dsdata.txt to determine how the superseded data were derived.
 MT0784
 MT0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG8149021469(NAD 83)
 MT0784_MARKER: Z = SEE DESCRIPTION
 MT0784_SETTING: 0 = UNSPECIFIED SETTING
 MT0784
 MT0784  HISTORY     - Date     Condition        Report By
 MT0784  HISTORY     - 1968     MONUMENTED       USGS
 MT0784
 MT0784                          STATION DESCRIPTION
 MT0784
 MT0784'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WAO)
 MT0784'LOCATED ABOUT 4.5 MI. (AIRLINE) SW. OF CONTACT.  ABOUT 4.5
 MT0784'MI. NW. OF WHITE PEAKS.  ABOUT 2 MI. N. OF HENRY. ON THE E.
 MT0784'END OF A RIDGE WHICH SLOPES E. INTO SALMON FALLS CREEK.
 MT0784'
 MT0784'TO REACH FROM CONTACT GO W. ALONG DIRT RD. FOR 0.5 MI. TO
 MT0784'TRACK RD. S.  TURN LEFT FOR 0.3 MI. TO Y-RD.  CONTINUE RIGHT
 MT0784'FOR 4.8 MI. TO TOP OF RIDGE.  DRIVE CROSS COUNTRY FOR 0.1
 MT0784'MI. TO POINT OF RIDGE AND STATION.
 MT0784'
 MT0784'STATION MARK IS A STANDARD USGS TABLET STAMPED HENRY 1968
 MT0784'ON A 1 FT. COPPER ROD, CEMENTED IN A GRANITE OUTCROP.
 MT0784'
 MT0784'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED NO
 MT0784'1 1968 CEMENTED IN STONE.
 MT0784'
 MT0784'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED NO 2 1968
 MT0784'CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0362 ***********************************************************************
 LR0362  DESIGNATION -  HER
 LR0362  PID         -  LR0362
 LR0362  STATE/COUNTY-  NV/HUMBOLDT
 LR0362  USGS QUAD   -  VALMY (1981)
 LR0362
 LR0362                         *CURRENT SURVEY CONTROL
 LR0362  ___________________________________________________________________
 LR0362* NAD 83(1994)-  40 51 19.40039(N)    117 12 40.44686(W)     ADJUSTED  
 LR0362* NAVD 88     -      1351.659  (meters)    4434.57   (feet)  ADJUSTED  
 LR0362  ___________________________________________________________________
 LR0362  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 LR0362  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 LR0362  DYNAMIC HT  -        1350.621 (meters)    4431.16  (feet)  COMP
 LR0362  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 LR0362
 LR0362  HORZ ORDER  -  SECOND
 LR0362  VERT ORDER  -  FIRST     CLASS II
 LR0362
 LR0362.The horizontal coordinates were established by classical geodetic methods
 LR0362.and adjusted by the National Geodetic Survey in June 1998..
 LR0362
 LR0362.The orthometric height was determined by differential leveling
 LR0362.and adjusted by the National Geodetic Survey in June 1991..
 LR0362
 LR0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0362
 LR0362.The geoid height was determined by GEOID03.
 LR0362
 LR0362.The dynamic height is computed by dividing the NAVD 88
 LR0362.geopotential number by the normal gravity value computed on the
 LR0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0362.degrees latitude (g = 980.6199 gals.).
 LR0362
 LR0362.The modeled gravity was interpolated from observed gravity values.
 LR0362
 LR0362;                    North         East     Units Scale Factor Converg.
 LR0362;SPC NV W     - 4,678,493.990   915,683.719   MT  1.00006467   +0 53 51.6
 LR0362;SPC NV W     -15,349,359.03  3,004,205.67   sFT  1.00006467   +0 53 51.6
 LR0362;UTM  11      - 4,522,725.540   482,196.016   MT  0.99960390   -0 08 17.4
 LR0362
 LR0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0362!SPC NV W     -   0.99979120  x   1.00006467  =   0.99985586
 LR0362!UTM  11      -   0.99979120  x   0.99960390  =   0.99939519
 LR0362
 LR0362:                Primary Azimuth Mark                     Grid Az
 LR0362:SPC NV W     -  STONE                                    130 08 06.1
 LR0362:UTM  11      -  STONE                                    131 10 15.1
 LR0362
 LR0362|---------------------------------------------------------------------|
 LR0362| PID    Reference Object                     Distance      Geod. Az  |
 LR0362|                                                           dddmmss.s |
 LR0362| LR0366 STONE                               APPROX. 3.1 KM 1310157.7 |
 LR0362| LR0364 HER RM 1                             10.600 METERS 14401     |
 LR0362| LR0363 HER RM 2                             12.199 METERS 21823     |
 LR0362|---------------------------------------------------------------------|
 LR0362
 LR0362                          SUPERSEDED SURVEY CONTROL
 LR0362
 LR0362  NAD 83(1986)-  40 51 19.40353(N)    117 12 40.44461(W) AD(       ) 2
 LR0362  NAD 27      -  40 51 19.74590(N)    117 12 37.04210(W) AD(       ) 2
 LR0362  NGVD 29 (??/??/92) 1350.624  (m)         4431.17   (f) ADJ UNCH    1 2
 LR0362
 LR0362.Superseded values are not recommended for survey control.
 LR0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0362.See file dsdata.txt to determine how the superseded data were derived.
 LR0362
 LR0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF8219622726(NAD 83)
 LR0362_MARKER: DS = TRIANGULATION STATION DISK
 LR0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0362_SP_SET: CONCRETE POST
 LR0362_STAMPING: HER 1958
 LR0362_MARK LOGO: CGS   
 LR0362_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0362_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LR0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0362+STABILITY: SURFACE MOTION
 LR0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0362+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1992
 LR0362
 LR0362  HISTORY     - Date     Condition        Report By
 LR0362  HISTORY     - 1958     MONUMENTED       CGS
 LR0362  HISTORY     - 1958     GOOD             CGS
 LR0362  HISTORY     - 1984     GOOD             NGS
 LR0362  HISTORY     - 19920717 GOOD             NGS
 LR0362
 LR0362                          STATION DESCRIPTION
 LR0362
 LR0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0362'THE STATION IS 6.4 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM
 LR0362'VALMY, 0.1 MILE RIGHT, NORTH, OF THE CENTER LINE AND 60 YARDS
 LR0362'NORTH OF A POWER LINE AND POLE 47259.
 LR0362'
 LR0362'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 LR0362'CYLINDRICAL CONCRETE POSTS EACH PROJECTING ABOUT 3 INCHES AND
 LR0362'STAMPED HER 1958 WITH THE REFERENCE MARKS FURTHER STAMPED
 LR0362'NO 1 AND NO 2 RESPECTIVELY.
 LR0362'
 LR0362'A 2 WHEEL DRIVE STATION.
 LR0362
 LR0362                          STATION RECOVERY (1958)
 LR0362
 LR0362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0362'6.25 MI NW FROM VALMY.
 LR0362'6.25 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LR0362'VALMY, 0.1 MILE NORTH OF HIGHWAY, 40.03 FEET NORTH OF R.M. 2, 34.78
 LR0362'FEET WEST OF R.M. 1, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES
 LR0362'ABOVE GROUND SURFACE.
 LR0362
 LR0362                          STATION RECOVERY (1984)
 LR0362
 LR0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0362'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
 LR0362'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.2 KM
 LR0362'(6.35 MI) NORTHWEST ALONG INTERSTATE 80 FROM THE HIGHWAY OVERPASS
 LR0362'BRIDGE AT VALMY, AT THE NORTHWEST END OF A LONG LOW CUT, 0.35 KM
 LR0362'(0.2 MI) NORTHWEST OF MILEPOST 211, 87.8 METERS (288 FT) NORTHEAST OF
 LR0362'THE WEST BOUND HIGHWAY CENTERLINE, 61.9 METERS (203 FT) NORTHEAST OF
 LR0362'THE RIGHT OF WAY FENCE, 56.7 METERS (186 FT) NORTHEAST OF A POWER
 LR0362'POLE, 12.2 METERS (40 FT) NORTHEAST OF RM 2 AND 10.6 METERS (34.5 FT)
 LR0362'NORTHWEST OF RM 1.
 LR0362'THE MARK IS 2.3 METERS  N FROM A WITNESS POST.
 LR0362
 LR0362                          STATION RECOVERY (1992)
 LR0362
 LR0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LR0362'THE STATION IS LOCATED ABOUT 30 KM (18.6 MI) NORTHWEST OF BATTLE
 LR0362'MOUNTAIN AND ON A LOW HUMP ALONG INTERSTATE HIGHWAY 80.
 LR0362'OWNERSHIP--STATE OF NEVADA.
 LR0362'TO REACH THE STATION FROM EXIT 212 ON INTERSTATE HIGHWAY 80
 LR0362'(STONEHOUSE INTERCHANGE), GO NORTHEAST ON THE PAVED ROAD FOR 0.1 KM
 LR0362'(0.1 MI) TO THE OLD HIGHWAY ON THE LEFT.  TURN LEFT, NORTHWEST, ON
 LR0362'THE PAVED, THEN GRAVEL ROAD (PARALLEL TO HIGHWAY 80) FOR 1.12 KM
 LR0362'(0.70 MI) TO A POINT WHERE THE ROAD GOES UNDER HIGHWAY 80.  TURN
 LR0362'RIGHT ON TRACK ROAD FOR 0.43 KM (0.27 MI) TO A FORK AT A TRANSMISSION
 LR0362'LINE.  BEAR LEFT AND FOLLOW TRACK ROAD NEAR HIGHWAY 80 FENCE FOR 0.91
 LR0362'KM (0.57 MI) TO A SLIGHT RISE AND THE STATION ON THE RIGHT.
 LR0362'THE STATION MARK IS A STANDARD CGS DISK SET INTO THE TOP OF A 30 CM
 LR0362'ROUND CONCRETE MONUMENT PROJECTING 10 CM.  IT IS 62.0 M (203.4 FT)
 LR0362'NORTHEAST FROM THE RIGHT-OF-WAY FENCE, 56.7 M (186.0 FT) NORTHEAST
 LR0362'FROM UTILITY POLE 47259, 17 M (55.8 FT) SOUTHWEST FROM THE NORTHEAST
 LR0362'END OF THE HUMP, 2.2 M (7.2 FT) NORTH-NORTHEAST FROM A METAL WITNESS
 LR0362'POST, AND 0.6 M (2.0 FT) SOUTHWEST FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0364 ***********************************************************************
 LR0364  DESIGNATION -  HER RM 1
 LR0364  PID         -  LR0364
 LR0364  STATE/COUNTY-  NV/HUMBOLDT
 LR0364  USGS QUAD   -  VALMY (1981)
 LR0364
 LR0364                         *CURRENT SURVEY CONTROL
 LR0364  ___________________________________________________________________
 LR0364* NAD 83(1986)-  40 51 20.     (N)    117 12 40.     (W)     SCALED    
 LR0364* NAVD 88     -      1351.726  (meters)    4434.79   (feet)  ADJUSTED  
 LR0364  ___________________________________________________________________
 LR0364  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 LR0364  DYNAMIC HT  -        1350.688 (meters)    4431.38  (feet)  COMP
 LR0364  MODELED GRAV-     979,809.9   (mgal)                       NAVD 88
 LR0364
 LR0364  VERT ORDER  -  SECOND    CLASS 0
 LR0364
 LR0364.The horizontal coordinates were scaled from a topographic map and have
 LR0364.an estimated accuracy of +/- 6 seconds.
 LR0364
 LR0364.The orthometric height was determined by differential leveling
 LR0364.and adjusted by the National Geodetic Survey in June 1991..
 LR0364
 LR0364.The geoid height was determined by GEOID03.
 LR0364
 LR0364.The dynamic height is computed by dividing the NAVD 88
 LR0364.geopotential number by the normal gravity value computed on the
 LR0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0364.degrees latitude (g = 980.6199 gals.).
 LR0364
 LR0364.The modeled gravity was interpolated from observed gravity values.
 LR0364
 LR0364;                    North         East    Units  Estimated Accuracy
 LR0364;SPC NV W     - 4,678,510.      915,690.      MT  (+/- 180 meters Scaled)
 LR0364
 LR0364                          SUPERSEDED SURVEY CONTROL
 LR0364
 LR0364  NGVD 29 (??/??/92) 1350.691  (m)         4431.39   (f) ADJ UNCH    2 0
 LR0364
 LR0364.Superseded values are not recommended for survey control.
 LR0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0364.See file dsdata.txt to determine how the superseded data were derived.
 LR0364
 LR0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF822227(NAD 83)
 LR0364_MARKER: DR = REFERENCE MARK DISK
 LR0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0364_STAMPING: HER NO 1 1958
 LR0364_MARK LOGO: CGS   
 LR0364_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0364+STABILITY: SURFACE MOTION
 LR0364
 LR0364  HISTORY     - Date     Condition        Report By
 LR0364  HISTORY     - 1958     MONUMENTED       CGS
 LR0364  HISTORY     - 1984     GOOD             NGS
 LR0364
 LR0364                          STATION DESCRIPTION
 LR0364
 LR0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0364'9.25 MI NW FROM VALMY.
 LR0364'9.25 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LR0364'VALMY, 34.78 FEET EAST OF STATION MARK, SET IN A ROUND CONCRETE POST
 LR0364'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LR0364
 LR0364                          STATION RECOVERY (1984)
 LR0364
 LR0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0364'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0364'NEW DESCRIPTION FOLLOWS.  10.2 KM (6.35 MI) NORTHWEST ALONG INTERSTATE
 LR0364'80 FROM THE HIGHWAY OVERPASS BRIDGE AT VALMY, 0.35 KM (0.2 MI)
 LR0364'NORTHWEST OF MILEPOST 211, 84.1 METERS (276 FT) NORTHEAST OF THE WEST
 LR0364'BOUND HIGHWAY CENTERLINE, 13.7 METERS (45 FT) EAST OF RM 2 AND
 LR0364'10.6 METERS (34.5 FT) SOUTHEAST OF THE STATION.
 LR0364'THE MARK IS 9.1 METERS  SE FROM A WITNESS POST.
 LR0364'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0363 ***********************************************************************
 LR0363  DESIGNATION -  HER RM 2
 LR0363  PID         -  LR0363
 LR0363  STATE/COUNTY-  NV/HUMBOLDT
 LR0363  USGS QUAD   -  VALMY (1981)
 LR0363
 LR0363                         *CURRENT SURVEY CONTROL
 LR0363  ___________________________________________________________________
 LR0363* NAD 83(1986)-  40 51 20.     (N)    117 12 40.     (W)     SCALED    
 LR0363* NAVD 88     -      1351.711  (meters)    4434.74   (feet)  ADJUSTED  
 LR0363  ___________________________________________________________________
 LR0363  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 LR0363  DYNAMIC HT  -        1350.673 (meters)    4431.33  (feet)  COMP
 LR0363  MODELED GRAV-     979,809.9   (mgal)                       NAVD 88
 LR0363
 LR0363  VERT ORDER  -  SECOND    CLASS 0
 LR0363
 LR0363.The horizontal coordinates were scaled from a topographic map and have
 LR0363.an estimated accuracy of +/- 6 seconds.
 LR0363
 LR0363.The orthometric height was determined by differential leveling
 LR0363.and adjusted by the National Geodetic Survey in June 1991..
 LR0363
 LR0363.The geoid height was determined by GEOID03.
 LR0363
 LR0363.The dynamic height is computed by dividing the NAVD 88
 LR0363.geopotential number by the normal gravity value computed on the
 LR0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0363.degrees latitude (g = 980.6199 gals.).
 LR0363
 LR0363.The modeled gravity was interpolated from observed gravity values.
 LR0363
 LR0363;                    North         East    Units  Estimated Accuracy
 LR0363;SPC NV W     - 4,678,510.      915,690.      MT  (+/- 180 meters Scaled)
 LR0363
 LR0363                          SUPERSEDED SURVEY CONTROL
 LR0363
 LR0363  NGVD 29 (??/??/92) 1350.676  (m)         4431.34   (f) ADJ UNCH    2 0
 LR0363
 LR0363.Superseded values are not recommended for survey control.
 LR0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0363.See file dsdata.txt to determine how the superseded data were derived.
 LR0363
 LR0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF822227(NAD 83)
 LR0363_MARKER: DR = REFERENCE MARK DISK
 LR0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0363_STAMPING: HER NO 2 1958
 LR0363_MARK LOGO: CGS   
 LR0363_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0363+STABILITY: SURFACE MOTION
 LR0363
 LR0363  HISTORY     - Date     Condition        Report By
 LR0363  HISTORY     - 1958     MONUMENTED       CGS
 LR0363  HISTORY     - 1984     GOOD             NGS
 LR0363
 LR0363                          STATION DESCRIPTION
 LR0363
 LR0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0363'6.25 MI NW FROM VALMY.
 LR0363'6.25 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LR0363'VALMY, 40.03 FEET SOUTH OF STATION MARK, SET IN A ROUND CONCRETE POST
 LR0363'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LR0363
 LR0363                          STATION RECOVERY (1984)
 LR0363
 LR0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0363'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0363'NEW DESCRIPTION FOLLOWS.  10.2 KM (6.35 MI) NORTHWEST ALONG INTERSTATE
 LR0363'80 FROM THE HIGHWAY OVERPASS BRIDGE AT VALMY, 0.35 KM (0.2 MI)
 LR0363'NORTHWEST OF MILEPOST 211, 75.6 METERS (248 FT) NORTHEAST OF THE WEST
 LR0363'BOUND HIGHWAY CENTERLINE, 13.7 METERS (45 FT) WEST OF RM 1 AND
 LR0363'12.2 METERS (40 FT) SOUTHWEST OF THE STATION.
 LR0363'THE MARK IS 10.2 METERS  SW FROM A WITNESS POST.
 LR0363'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0774 ***********************************************************************
 MT0774  DESIGNATION -  HERRELL
 MT0774  PID         -  MT0774
 MT0774  STATE/COUNTY-  NV/ELKO
 MT0774  USGS QUAD   -  MELANDCO (1980)
 MT0774
 MT0774                         *CURRENT SURVEY CONTROL
 MT0774  ___________________________________________________________________
 MT0774* NAD 83(1994)-  41 21 39.83118(N)    114 47 42.29580(W)     ADJUSTED  
 MT0774* NAVD 88     -      1968.2    (meters)    6457.     (feet)  VERTCON   
 MT0774  ___________________________________________________________________
 MT0774  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 MT0774  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 MT0774
 MT0774  HORZ ORDER  -  THIRD
 MT0774
 MT0774.The horizontal coordinates were established by classical geodetic methods
 MT0774.and adjusted by the National Geodetic Survey in June 1998..
 MT0774
 MT0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0774
 MT0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0774
 MT0774.The geoid height was determined by GEOID03.
 MT0774
 MT0774;                    North         East     Units Scale Factor Converg.
 MT0774;SPC NV E     - 8,734,040.221   265,950.097   MT  0.99995351   +0 31 15.2
 MT0774;SPC NV E     -28,654,930.29    872,537.94   sFT  0.99995351   +0 31 15.2
 MT0774;UTM  11      - 4,581,185.458   684,427.181   MT  1.00001861   +1 27 26.7
 MT0774
 MT0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0774!SPC NV E     -   0.99969395  x   0.99995351  =   0.99964747
 MT0774!UTM  11      -   0.99969395  x   1.00001861  =   0.99971255
 MT0774
 MT0774:                Primary Azimuth Mark                     Grid Az
 MT0774:SPC NV E     -  WINE                                     031 17 54.5
 MT0774:UTM  11      -  WINE                                     030 21 43.0
 MT0774
 MT0774|---------------------------------------------------------------------|
 MT0774| PID    Reference Object                     Distance      Geod. Az  |
 MT0774|                                                           dddmmss.s |
 MT0774| MT0749 WINE                                APPROX.17.6 KM 0314909.7 |
 MT0774| DD5989 HERRELL RM 2                         10.140 METERS 06120     |
 MT0774| DD5988 HERRELL RM 1                         13.800 METERS 28615     |
 MT0774|---------------------------------------------------------------------|
 MT0774
 MT0774                          SUPERSEDED SURVEY CONTROL
 MT0774
 MT0774  NAD 83(1994)-  41 21 39.82966(N)    114 47 42.29453(W) AD(       ) 3
 MT0774  NAD 83(1986)-  41 21 39.82772(N)    114 47 42.29027(W) AD(       ) 3
 MT0774  NAD 27      -  41 21 40.11963(N)    114 47 39.15103(W) AD(       ) 3
 MT0774  NGVD 29 (07/19/86) 1967.0    (m)         6453.     (f) VERT ANG       
 MT0774
 MT0774.Superseded values are not recommended for survey control.
 MT0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0774.See file dsdata.txt to determine how the superseded data were derived.
 MT0774
 MT0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF8442781185(NAD 83)
 MT0774_MARKER: Z = SEE DESCRIPTION
 MT0774_SETTING: 0 = UNSPECIFIED SETTING
 MT0774
 MT0774  HISTORY     - Date     Condition        Report By
 MT0774  HISTORY     - 1967     MONUMENTED       USGS
 MT0774
 MT0774                          STATION DESCRIPTION
 MT0774
 MT0774'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (TKB)
 MT0774'LOCATED ABOUT 19.5 MI. NNE. OF WELLS.  5.8 MI. SSW. OF THOUSAND
 MT0774'SPRINGS TRADING POST.  0.25 MI. E. OF U.S. HIGHWAY 93.  ON A
 MT0774'LOW, BARE TOP.
 MT0774'
 MT0774'TO REACH FROM THE JUNCTION OF HIGHWAYS 63 AND 40 AT WELLS,
 MT0774'DRIVE 19.6 MI. N. OF U.S. HIGHWAY 93 TO GATE ON E. AT SIGN
 MT0774'DIVIDE.  TURN RIGHT THROUGH GATE AND FOLLOW RD. 0.1 MI. NE.
 MT0774'TO RD. FORK.  THENCE DRIVE N. CROSS-COUNTRY 0.2 MI. TO GATE ON
 MT0774'E.-W. FENCE.  CONTINUE NE. AROUND E. SIDE OF TOP 0.7 MI. TO DRAIN
 MT0774'THAT RUNS UP THE E. SIDE.  WITH 4-WHEEL DRIVE VEHICLE, DRIVE
 MT0774'0.4 MI. NW. UP DRAIN TO THE HIGHEST POINT ON TOP AND THE
 MT0774'STATION.
 MT0774'
 MT0774'STATION MARK--STANDARD TABLET STAMPED HERRELL 1967 CEMENTED IN
 MT0774'ROCK FLUSH WITH GROUND ON THE HIGHEST POINT AND MOST NORTHERN TOP.
 MT0774'
 MT0774'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 MT0774'R.M. 1 1967 CEMENTED IN ROCK FLUSH WITH GROUND, ABOUT 1 FT.
 MT0774'LOWER THAN STATION MARK.
 MT0774'
 MT0774'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 MT0774'STAMPED R.M. 2 1967 CEMENTED IN A ROCK OUTCROP, ABOUT THE
 MT0774'SAME ELEVATION AS STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0520 ***********************************************************************
 KQ0520  DESIGNATION -  HICKISON
 KQ0520  PID         -  KQ0520
 KQ0520  STATE/COUNTY-  NV/LANDER
 KQ0520  USGS QUAD   -  HICKISON SUMMIT (1989)
 KQ0520
 KQ0520                         *CURRENT SURVEY CONTROL
 KQ0520  ___________________________________________________________________
 KQ0520* NAD 83(1994)-  39 26 12.06378(N)    116 43 31.27612(W)     ADJUSTED  
 KQ0520* NAVD 88     -      2163.9    (meters)    7099.     (feet)  VERTCON   
 KQ0520  ___________________________________________________________________
 KQ0520  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 KQ0520  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 KQ0520
 KQ0520  HORZ ORDER  -  SECOND
 KQ0520
 KQ0520.The horizontal coordinates were established by classical geodetic methods
 KQ0520.and adjusted by the National Geodetic Survey in June 1998..
 KQ0520
 KQ0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0520
 KQ0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0520
 KQ0520.The geoid height was determined by GEOID03.
 KQ0520
 KQ0520;                    North         East     Units Scale Factor Converg.
 KQ0520;SPC NV C     - 6,520,075.834   494,947.989   MT  0.99990031   -0 02 14.2
 KQ0520;SPC NV C     -21,391,282.13  1,623,841.86   sFT  0.99990031   -0 02 14.2
 KQ0520;SPC NV E     - 8,520,696.602   101,690.354   MT  1.00001896   -0 43 31.8
 KQ0520;SPC NV E     -27,954,985.44    333,629.10   sFT  1.00001896   -0 43 31.8
 KQ0520;UTM  11      - 4,365,273.723   523,635.179   MT  0.99960688   +0 10 28.1
 KQ0520
 KQ0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0520!SPC NV C     -   0.99966401  x   0.99990031  =   0.99956436
 KQ0520!SPC NV E     -   0.99966401  x   1.00001896  =   0.99968297
 KQ0520!UTM  11      -   0.99966401  x   0.99960688  =   0.99927103
 KQ0520
 KQ0520:                Primary Azimuth Mark                     Grid Az
 KQ0520:SPC NV C     -  A 45                                     030 55 00.6
 KQ0520:SPC NV E     -  A 45                                     031 36 18.2
 KQ0520:UTM  11      -  A 45                                     030 42 18.3
 KQ0520
 KQ0520|---------------------------------------------------------------------|
 KQ0520| PID    Reference Object                     Distance      Geod. Az  |
 KQ0520|                                                           dddmmss.s |
 KQ0520| KQ0060 A 45                                               0305246.4 |
 KQ0520| DD5990 HICKISON RM 1                         7.711 METERS 06030     |
 KQ0520| DD5991 HICKISON RM 2                        11.320 METERS 15326     |
 KQ0520|---------------------------------------------------------------------|
 KQ0520
 KQ0520                          SUPERSEDED SURVEY CONTROL
 KQ0520
 KQ0520  NAD 83(1986)-  39 26 12.06409(N)    116 43 31.26849(W) AD(       ) 2
 KQ0520  NAD 27      -  39 26 12.32300(N)    116 43 27.98000(W) AD(       ) 2
 KQ0520  NGVD 29 (07/19/86) 2162.6    (m)         7095.     (f) VERT ANG       
 KQ0520
 KQ0520.Superseded values are not recommended for survey control.
 KQ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0520.See file dsdata.txt to determine how the superseded data were derived.
 KQ0520
 KQ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND2363565274(NAD 83)
 KQ0520_MARKER: DS = TRIANGULATION STATION DISK
 KQ0520_SETTING: 80 = SET IN A BOULDER
 KQ0520_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KQ0520
 KQ0520  HISTORY     - Date     Condition        Report By
 KQ0520  HISTORY     - 1954     MONUMENTED       CGS
 KQ0520
 KQ0520                          STATION DESCRIPTION
 KQ0520
 KQ0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0520'THE STATION IS LOCATED ABOUT 41 MILES WEST-SOUTHWEST OF EUREKA,
 KQ0520'19 MILES EAST-SOUTHEAST OF AUSTIN AND ABOUT 1-1/2 MILES SOUTHWEST
 KQ0520'OF U.S. HIGHWAY 50.  IT IS ON A SAGEBRUSH-COVERED KNOLL ON THE
 KQ0520'WEST SIDE OF MONITOR VALLEY AND IT IS THE HIGHEST POINT IN THE
 KQ0520'IMMEDIATE VICINITY.
 KQ0520'
 KQ0520'TO REACH FROM THE POST OFFICE IN EUREKA, FOLLOW U.S. HIGHWAY 50
 KQ0520'WESTERLY FOR 42.5 MILES TO A DIRT CROSSROAD AND THE AZIMUTH
 KQ0520'MARK ON THE LEFT, SOUTH SIDE OF THE HIGHWAY.  CONTINUE WEST
 KQ0520'0.6 MILE TO SIGN DRY CREEK 9-ACKERMAN 15 ON THE RIGHT AND
 KQ0520'AND A T-ROAD NORTH.  AT SIGN, TURN LEFT, SOUTH, OFF HIGHWAY,
 KQ0520'AND GO 0.35 MILE ON TRACK ROAD.  BEAR RIGHT OFF TRACK ROAD,
 KQ0520'WEST AND SOUTHWEST, FOR 0.8 MILE TO THE SOUTHWEST BASE
 KQ0520'OF A SMALL KNOLL (WITH A LONE TREE NEAR THE SUMMIT) AND
 KQ0520'A WASH.  CROSS THE WASH AND GO SOUTH UP THE RIDGE FOR 0.9
 KQ0520'MILE TO THE HIGHEST POINT AND THE STATION.  A 4-WHEEL DRIVE
 KQ0520'VEHICLE IS REQUIRED.
 KQ0520'
 KQ0520'THE STATION AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS
 KQ0520'CEMENTED IN DRILL HOLES IN BOULDERS.
 KQ0520'
 KQ0520'THE STATION MARK, STAMPED HICKISON 1954, IS IN A BOULDER ABOUT
 KQ0520'FLUSH WITH THE GROUND.
 KQ0520'
 KQ0520'REFERENCE MARK 1, STAMPED HICKISON NO 1 1954, IS IN A BOULDER
 KQ0520'PROJECTING ABOUT 6 INCHES AND ABOUT 1 FOOT LOWER THAN THE STATION.
 KQ0520'
 KQ0520'REFERENCE MARK 2, STAMPED HICKISON NO 2 1954, IS IN A BOULDER
 KQ0520'PROJECTING ABOUT 4 INCHES AND ABOUT 1 FOOT LOWER THAN THE
 KQ0520'STATION.
 KQ0520'
 KQ0520'THE BENCH MARK STAMPED A 45 1934 (USC AND GS), WAS USED FOR
 KQ0520'THE AZIMUTH MARK.  THE MARK IS A STANDARD DISK SET IN THE TOP
 KQ0520'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.
 KQ0520'IT IS 65 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 50,
 KQ0520'28 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD AND 1
 KQ0520'FOOT NORTH OF A WITNESS POST.  THE STATION BEARS ABOUT 205 DEG
 KQ0520'TRUE FROM THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0563 ***********************************************************************
 JQ0563  DESIGNATION -  HICKS
 JQ0563  PID         -  JQ0563
 JQ0563  STATE/COUNTY-  NV/NYE
 JQ0563  USGS QUAD   -  FISH SPRINGS SE (1968)
 JQ0563
 JQ0563                         *CURRENT SURVEY CONTROL
 JQ0563  ___________________________________________________________________
 JQ0563* NAD 83(1994)-  38 49 40.69550(N)    116 18 17.60564(W)     ADJUSTED  
 JQ0563* NAVD 88     -      2774.0    (meters)    9101.     (feet)  VERTCON   
 JQ0563  ___________________________________________________________________
 JQ0563  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 JQ0563  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 JQ0563
 JQ0563  HORZ ORDER  -  SECOND
 JQ0563
 JQ0563.The horizontal coordinates were established by classical geodetic methods
 JQ0563.and adjusted by the National Geodetic Survey in June 1998..
 JQ0563
 JQ0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0563
 JQ0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0563
 JQ0563.The geoid height was determined by GEOID03.
 JQ0563
 JQ0563;                    North         East     Units Scale Factor Converg.
 JQ0563;SPC NV C     - 6,452,564.976   531,412.022   MT  0.99991215   +0 13 36.6
 JQ0563;SPC NV C     -21,169,790.26  1,743,474.28   sFT  0.99991215   +0 13 36.6
 JQ0563;SPC NV E     - 8,452,750.150   137,348.934   MT  0.99994832   -0 27 08.7
 JQ0563;SPC NV E     -27,732,064.45    450,618.96   sFT  0.99994832   -0 27 08.7
 JQ0563;UTM  11      - 4,297,916.102   560,336.554   MT  0.99964483   +0 26 09.0
 JQ0563
 JQ0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0563!SPC NV C     -   0.99956842  x   0.99991215  =   0.99948061
 JQ0563!SPC NV E     -   0.99956842  x   0.99994832  =   0.99951676
 JQ0563!UTM  11      -   0.99956842  x   0.99964483  =   0.99921340
 JQ0563
 JQ0563|---------------------------------------------------------------------|
 JQ0563| PID    Reference Object                     Distance      Geod. Az  |
 JQ0563|                                                           dddmmss.s |
 JQ0563| DD5992 HICKS RM 1                            5.834 METERS 07342     |
 JQ0563| DD5993 HICKS RM 2                            3.513 METERS 15435     |
 JQ0563| JQ0582 DANVILLE                            APPROX.24.7 KM 2655525.0 |
 JQ0563|---------------------------------------------------------------------|
 JQ0563
 JQ0563                          SUPERSEDED SURVEY CONTROL
 JQ0563
 JQ0563  NAD 83(1986)-  38 49 40.69341(N)    116 18 17.60599(W) AD(       ) 2
 JQ0563  NAD 27      -  38 49 40.93651(N)    116 18 14.38551(W) AD(       ) 2
 JQ0563  NGVD 29 (07/19/86) 2772.6    (m)         9096.     (f) VERT ANG       
 JQ0563
 JQ0563.Superseded values are not recommended for survey control.
 JQ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0563.See file dsdata.txt to determine how the superseded data were derived.
 JQ0563
 JQ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC6033797916(NAD 83)
 JQ0563_MARKER: DD = SURVEY DISK
 JQ0563_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0563
 JQ0563  HISTORY     - Date     Condition        Report By
 JQ0563  HISTORY     - 1967     MONUMENTED       USGS
 JQ0563
 JQ0563                          STATION DESCRIPTION
 JQ0563
 JQ0563'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JAB)
 JQ0563'LOCATED APPROXIMATELY 4.5 MI. SW. OF HICKS STATION.  9 MI. E. OF
 JQ0563'CLEAR CREEK RANCH.  8 MI. NW. OF PRITCHARDS STATION.  ON A HIGH
 JQ0563'BRUSH-COVERED TOP IN THE HOT CREEK RANGE.
 JQ0563'
 JQ0563'REACHED BY HELICOPTER.
 JQ0563'
 JQ0563'STATION MARK--STANDARD ALUMINUM TABLET STAMPED HICKS 1967
 JQ0563'CEMENTED IN ROCK OUTCROP.
 JQ0563'
 JQ0563'REFERENCE MARK NO. 1--STANDARD BRASS TABLET STAMPED NO 1 1967
 JQ0563'CEMENTED IN ROCK OUTCROP.
 JQ0563'
 JQ0563'REFERENCE MARK NO. 2--STANDARD BRASS TABLET STAMPED NO 2 1967
 JQ0563'CEMENTED IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1910 ***********************************************************************
 GR1910  DESIGNATION -  HIDDEN
 GR1910  PID         -  GR1910
 GR1910  STATE/COUNTY-  NV/CLARK
 GR1910  USGS QUAD   -  ARROW CANYON NW (1986)
 GR1910
 GR1910                         *CURRENT SURVEY CONTROL
 GR1910  ___________________________________________________________________
 GR1910* NAD 83(1994)-  36 41 17.91019(N)    114 52 33.50144(W)     ADJUSTED  
 GR1910* NAVD 88     -      1533.3    (meters)    5031.     (feet)  VERTCON   
 GR1910  ___________________________________________________________________
 GR1910  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 GR1910  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 GR1910
 GR1910  HORZ ORDER  -  SECOND
 GR1910
 GR1910.The horizontal coordinates were established by classical geodetic methods
 GR1910.and adjusted by the National Geodetic Survey in June 1998..
 GR1910
 GR1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1910
 GR1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1910
 GR1910.The geoid height was determined by GEOID03.
 GR1910
 GR1910;                    North         East     Units Scale Factor Converg.
 GR1910;SPC NV E     - 8,215,274.390   263,213.571   MT  0.99994921   +0 25 21.5
 GR1910;SPC NV E     -26,952,946.06    863,559.86   sFT  0.99994921   +0 25 21.5
 GR1910;UTM  11      - 4,062,398.432   689,768.757   MT  1.00004369   +1 16 09.9
 GR1910
 GR1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1910!SPC NV E     -   0.99976358  x   0.99994921  =   0.99971280
 GR1910!UTM  11      -   0.99976358  x   1.00004369  =   0.99980726
 GR1910
 GR1910:                Primary Azimuth Mark                     Grid Az
 GR1910:SPC NV E     -  GLEN                                     108 45 06.5
 GR1910:UTM  11      -  GLEN                                     107 54 18.1
 GR1910
 GR1910|---------------------------------------------------------------------|
 GR1910| PID    Reference Object                     Distance      Geod. Az  |
 GR1910|                                                           dddmmss.s |
 GR1910| GR1901 GLEN                                APPROX.27.9 KM 1091028.0 |
 GR1910| CC5391 HIDDEN RM 1                          14.065 METERS 17055     |
 GR1910| CC5392 HIDDEN RM 2                          12.024 METERS 32634     |
 GR1910|---------------------------------------------------------------------|
 GR1910
 GR1910                          SUPERSEDED SURVEY CONTROL
 GR1910
 GR1910  NAD 83(1994)-  36 41 17.90951(N)    114 52 33.49903(W) AD(       ) 2
 GR1910  NAD 83(1992)-  36 41 17.90792(N)    114 52 33.49925(W) AD(       ) 2
 GR1910  NAD 83(1992)-  36 41 17.90788(N)    114 52 33.49837(W) AD(       ) 2
 GR1910  NAD 83(1986)-  36 41 17.90527(N)    114 52 33.49751(W) AD(       ) 2
 GR1910  NAD 27      -  36 41 18.01446(N)    114 52 30.50576(W) AD(       ) 2
 GR1910  NGVD 29 (07/19/86) 1532.5    (m)         5028.     (f) VERT ANG       
 GR1910
 GR1910.Superseded values are not recommended for survey control.
 GR1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1910.See file dsdata.txt to determine how the superseded data were derived.
 GR1910
 GR1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8976962398(NAD 83)
 GR1910_MARKER: DD = SURVEY DISK
 GR1910_SETTING: 66 = SET IN ROCK OUTCROP
 GR1910
 GR1910  HISTORY     - Date     Condition        Report By
 GR1910  HISTORY     - 1969     MONUMENTED       USGS
 GR1910
 GR1910                          STATION DESCRIPTION
 GR1910
 GR1910'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GR1910'LOCATED ABOUT 17.5 MI. SW. OF ROX.  ABOUT 16.0 MI. N. OF DRY
 GR1910'LAKE.  ABOUT 14.0 MI. W. OF MOAPA.  ABOUT 3.0 MI. E. OF
 GR1910'U.S. HIGHWAY 93, ON A HIGH ROCKY TOP NEAR THE N. END OF THE
 GR1910'ARROW CANYON RANGE.
 GR1910'
 GR1910'REACHED BY HELICOPTER.  GOOD LANDING SPOT ABOUT 300 FT. E. OF
 GR1910'STATION AND ABOUT 50 FT. LOWER.
 GR1910'
 GR1910'POSSIBLE TO REACH FROM U.S. HIGHWAY 93.  STATION IS VISIBLE
 GR1910'FROM THE HIGHWAY.
 GR1910'
 GR1910'STATION MARK--STANDARD USGS TABLET STAMPED HIDDEN 1969 CEMENTED
 GR1910'IN DRILL HOLE IN SOLID ROCK.
 GR1910'
 GR1910'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 GR1910'STAMPED NO 1 1969 CEMENTED IN DRILL HOLE IN SOLID ROCK.
 GR1910'
 GR1910'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 GR1910'STAMPED NO 2 1969 CEMENTED IN DRILL HOLE IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1939 ***********************************************************************
 GR1939  DESIGNATION -  HIDDEN
 GR1939  PID         -  GR1939
 GR1939  STATE/COUNTY-  NV/CLARK
 GR1939  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1939
 GR1939                         *CURRENT SURVEY CONTROL
 GR1939  ___________________________________________________________________
 GR1939* NAD 83(1994)-  36 03 40.35697(N)    115 09 07.92218(W)     ADJUSTED  
 GR1939* NAVD 88     -       659.6    (meters)    2164.     (feet)  VERTCON   
 GR1939  ___________________________________________________________________
 GR1939  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 GR1939  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GR1939
 GR1939  HORZ ORDER  -  SECOND
 GR1939
 GR1939.The horizontal coordinates were established by classical geodetic methods
 GR1939.and adjusted by the National Geodetic Survey in June 1998..
 GR1939
 GR1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1939
 GR1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1939
 GR1939.The geoid height was determined by GEOID03.
 GR1939
 GR1939;                    North         East     Units Scale Factor Converg.
 GR1939;SPC NV E     - 8,145,547.675   238,838.684   MT  0.99991858   +0 15 13.6
 GR1939;SPC NV E     -26,724,184.33    783,589.92   sFT  0.99991858   +0 15 13.6
 GR1939;UTM  11      - 3,992,317.563   666,417.911   MT  0.99994126   +1 05 16.6
 GR1939
 GR1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1939!SPC NV E     -   0.99990089  x   0.99991858  =   0.99981948
 GR1939!UTM  11      -   0.99990089  x   0.99994126  =   0.99984216
 GR1939
 GR1939|---------------------------------------------------------------------|
 GR1939| PID    Reference Object                     Distance      Geod. Az  |
 GR1939|                                                           dddmmss.s |
 GR1939| CC5387 HIDDEN RM 1                           9.058 METERS 16825     |
 GR1939| CC5388 HIDDEN RM 2                           8.800 METERS 25519     |
 GR1939|---------------------------------------------------------------------|
 GR1939
 GR1939                          SUPERSEDED SURVEY CONTROL
 GR1939
 GR1939  NAD 83(1992)-  36 03 40.35608(N)    115 09 07.92693(W) AD(       ) 2
 GR1939  NAD 83(1992)-  36 03 40.35486(N)    115 09 07.92646(W) AD(       ) 2
 GR1939  NAD 83(1986)-  36 03 40.35035(N)    115 09 07.91166(W) AD(       ) 2
 GR1939  NAD 27      -  36 03 40.44910(N)    115 09 04.92270(W) AD(       ) 2
 GR1939  NGVD 29 (07/19/86)  658.9    (m)         2162.     (f) VERT ANG       
 GR1939
 GR1939.Superseded values are not recommended for survey control.
 GR1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1939.See file dsdata.txt to determine how the superseded data were derived.
 GR1939
 GR1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6641892318(NAD 83)
 GR1939_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GR1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1939
 GR1939  HISTORY     - Date     Condition        Report By
 GR1939  HISTORY     - 1957     MONUMENTED       CGS
 GR1939  HISTORY     - 1958     SEE DESCRIPTION  LOCENG
 GR1939
 GR1939                          STATION DESCRIPTION
 GR1939
 GR1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR1939'THE STATION IS ABOUT 7-1/2 MILES SOUTH OF DOWNTOWN LAS VEGAS,
 GR1939'1.1 MILES EAST OF U.S. HIGHWAY 91, 4 MILES SOUTH-SOUTHEAST
 GR1939'OF THE FLAMINGO HOTEL WHICH IS ON THE LAS VEGAS STRIP AND
 GR1939'ABOUT 0.5 MILE SOUTHWEST OF THE HIDDEN RANCH.  IT IS ON THE SUMMIT
 GR1939'AND NEAR THE NORTH END OF A PROMINENT LOW SANDY HILL.
 GR1939'
 GR1939'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 91 AND BOND ROAD
 GR1939'AT THE TROPICANA HOTEL, GO SOUTH ON U.S. HIGHWAY 91 FOR 3.0
 GR1939'MILES TO WARM SPRINGS ROAD (AS PER SIGN).  TURN LEFT, EAST, ON
 GR1939'THE BLACK-TOP ROAD FOR 0.95 MILE TO A BLADED ROAD LEFT.
 GR1939'TURN LEFT, NORTH, FOR 0.25 MILE TO A BLADED ROAD RIGHT.  TURN
 GR1939'RIGHT, EAST FOR 0.05 MILE TO A FORK, THENCE TURN LEFT AND GO
 GR1939'NORTHEAST FOR 0.05 MILE TO THE SUMMIT OF THE HILL AND STATION
 GR1939'SITE.
 GR1939'
 GR1939'THE STATION, UNDERGROUND AND REFERENCE MARKS 1 AND 2 ARE STANDARD
 GR1939'DISKS SET IN CONCRETE POSTS.
 GR1939'
 GR1939'THE STATION MARK, STAMPED HIDDEN 1957, IS ABOUT FLUSH WITH
 GR1939'THE GROUND AND 4-1/2 FEET WEST-SOUTHWEST OF A WITNESS POST.
 GR1939'
 GR1939'REFERENCE MARK 1, STAMPED HIDDEN NO 1 1957, PROJECTS ABOUT
 GR1939'1 INCH AND ABOUT THE SAME ELEVATION AS THE STATION.
 GR1939'
 GR1939'REFERENCE MARK 2, STAMPED HIDDEN NO 2 1957, IS ABOUT FLUSH
 GR1939'WITH THE GROUND AND ABOUT THE SAME ELEVATION AS THE STATION.
 GR1939
 GR1939                          STATION RECOVERY (1958)
 GR1939
 GR1939'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 GR1939'STATION RECOVERED BY AIRPORT ENGR
 GR1939'
 GR1939'REPORTED BY D.S. SNYDER, AIRPORT ENGINEER MC CARRAN FIELD,
 GR1939'6-10-58.
 GR1939'
 GR1939'A NEW STATION HIDDEN 2 1958 AND REFERENCE MARKS WERE ESTABLISHED
 GR1939'AND THE OLD MARKS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1940 ***********************************************************************
 GR1940  DESIGNATION -  HIDDEN 2
 GR1940  PID         -  GR1940
 GR1940  STATE/COUNTY-  NV/CLARK
 GR1940  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1940
 GR1940                         *CURRENT SURVEY CONTROL
 GR1940  ___________________________________________________________________
 GR1940* NAD 83(1994)-  36 03 43.58202(N)    115 09 15.61545(W)     ADJUSTED  
 GR1940* NAVD 88     -       657.1    (meters)    2156.     (feet)  VERTCON   
 GR1940  ___________________________________________________________________
 GR1940  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 GR1940  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GR1940
 GR1940  HORZ ORDER  -  THIRD
 GR1940
 GR1940.The horizontal coordinates were established by classical geodetic methods
 GR1940.and adjusted by the National Geodetic Survey in June 1998..
 GR1940.No horizontal observational check was made to the station.
 GR1940
 GR1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1940
 GR1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1940
 GR1940.The geoid height was determined by GEOID03.
 GR1940
 GR1940;                    North         East     Units Scale Factor Converg.
 GR1940;SPC NV E     - 8,145,646.219   238,645.731   MT  0.99991840   +0 15 09.1
 GR1940;SPC NV E     -26,724,507.64    782,956.87   sFT  0.99991840   +0 15 09.1
 GR1940;UTM  11      - 3,992,413.289   666,223.539   MT  0.99994046   +1 05 12.2
 GR1940
 GR1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1940!SPC NV E     -   0.99990128  x   0.99991840  =   0.99981969
 GR1940!UTM  11      -   0.99990128  x   0.99994046  =   0.99984175
 GR1940
 GR1940                          SUPERSEDED SURVEY CONTROL
 GR1940
 GR1940  NAD 83(1992)-  36 03 43.58113(N)    115 09 15.62020(W) AD(       ) 3
 GR1940  NAD 83(1992)-  36 03 43.57991(N)    115 09 15.61973(W) AD(       ) 3
 GR1940  NAD 83(1986)-  36 03 43.57541(N)    115 09 15.60488(W) AD(       ) 3
 GR1940  NAD 27      -  36 03 43.67440(N)    115 09 12.61560(W) AD(       ) 3
 GR1940  NGVD 29 (07/19/86)  656.4    (m)         2154.     (f) VERT ANG       
 GR1940
 GR1940.Superseded values are not recommended for survey control.
 GR1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1940.See file dsdata.txt to determine how the superseded data were derived.
 GR1940
 GR1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6622492413(NAD 83)
 GR1940_MARKER: DS = TRIANGULATION STATION DISK
 GR1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1940_STAMPING: CLARK COUNTY NEVADA HIDDEN NO 2 1958
 GR1940_MARK LOGO: CGS   
 GR1940_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1940+STABILITY: SURFACE MOTION
 GR1940
 GR1940  HISTORY     - Date     Condition        Report By
 GR1940  HISTORY     - 1958     MONUMENTED       CGS
 GR1940  HISTORY     - 1973     SEE DESCRIPTION  NGS
 GR1940  HISTORY     - 1983     GOOD             NGS
 GR1940  HISTORY     - 19850214 GOOD             NGS
 GR1940
 GR1940                          STATION DESCRIPTION
 GR1940
 GR1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GR1940'STATION RECOVERED BY AIRPORT ENGR.
 GR1940'
 GR1940'THE STATION IS ABOUT 7-1/2 MILES SOUTH OF DOWNTOWN LAS VEGAS,
 GR1940'1.1 MILE EAST OF U.S. HIGHWAY NO. 91, 4 MILES SOUTHEAST OF
 GR1940'THE FLAMINGO HOTEL WHICH IS ON THE LAS VEGAS STRIP.  THE
 GR1940'STATION AND REFERENCE MARKS ARE STANDARD CLARK COUNTY NEVADA
 GR1940'DISKS SET IN 8-INCH SQUARE CONCRETE POST THAT PROJECT ABOUT
 GR1940'6 INCHES.  THE MARKS ARE STAMPED HIDDEN 2 1958, HIDDEN 2 R.M. 1
 GR1940'AND 2, 1958 THERE IS NO UNDERGROUND MARK.
 GR1940'
 GR1940'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 91
 GR1940'AND BOND ROAD AT THE TROPICANA HOTEL, GO SOUTH ON U.S. HIGHWAY
 GR1940'91 FOR 3.0 MILES TO WARM SPRINGS ROAD (AS PER SIGN) TURN LEFT,
 GR1940'EAST, ON BLACK-TOP ROAD FOR 0.95 MILE TO A BLADED ROAD LEFT.
 GR1940'TURN LEFT, NORTH, FOR 0.25 MILE TO A BLADED ROAD RIGHT TURN
 GR1940'RIGHT, EAST, FOR 0.05 MILE TO A FORK, THENCE LEFT AND GO
 GR1940'NORTHEAST FOR 0.05 MILES TO SUMMIT OF HILL THE NEW STATION
 GR1940'IS 700 FEET NORTH WEST OF THIS POINT.
 GR1940
 GR1940                          STATION RECOVERY (1973)
 GR1940
 GR1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 GR1940'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 GR1940'DESCRIBED.
 GR1940'
 GR1940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 GR1940'S OF LAS VEGAS.
 GR1940
 GR1940                          STATION RECOVERY (1983)
 GR1940
 GR1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAH)
 GR1940'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 GR1940'MARKS WERE NOT SEARCHED FOR.
 GR1940'
 GR1940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES SOUTH OF
 GR1940'DOWNTOWN LAS VEGAS.
 GR1940
 GR1940                          STATION RECOVERY (1985)
 GR1940
 GR1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 GR1940'RECOVERED AS DESCRIBED.  THE STATION MARK REFERENCE MARKS 1 AND 2 WERE
 GR1940'RECOVERED IN GOOD CONDITION.  DISTANCE AND DIRECTION OBSERVATIONS WERE
 GR1940'NOT CONDUCTED AT THIS TIME.  THE PREVIOUS DESCRIPTION STATES THERE IS
 GR1940'NO UNDERGROUND STATION MARK.  THE STATION IS LOCATED NEAR THE SOUTH
 GR1940'EDGE OF LAS VEGAS, 3.2 KM (2.00 MI) EAST OF INTERSTATE HIGHWAY 15, 1
 GR1940'KM (0.60 MI) SOUTH OF THE INTERSECTION OF SUNSET ROAD AND BERMUDA ROAD
 GR1940'WHICH AT THE SOUTH EDGE OF MCCARREN AIRPORT, 0.6 KM (0.35 MI) NORTH OF
 GR1940'THE INTERSECTION OF WARM SPRINGS ROAD AND BERMUDA ROAD ALONG THE EAST
 GR1940'SIDE OF BERMUDA ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 GR1940'SUNSET ROAD AND BERMUDA ROAD AT THE SOUTH EDGE OF MCCARREN AIRPORT GO
 GR1940'SOUTH ON BERMUDA ROAD FOR 1.0 KM (0.60 MI) TO THE STATION ON THE LEFT,
 GR1940'EAST SIDE OF ROAD.
 GR1940' 
 GR1940'THE STATION IS A PLAIN 1 1/2 INCH BRASS DISK.  THE STATION IS A
 GR1940'STANDARD DISK STAMPED--CLARK COUNTY NEVADA HIDDEN NO 2 1958--, SET
 GR1940'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM IN DIAMETER
 GR1940'PROJECTING 4 CM ABOVE THE GROUND LOCATED 10 FT (3.0 M) E FROM THE
 GR1940'BERMUDA ROAD ROW FENCE, 10 FT (3.0 M) E FROM A WITNESS POST, 40 FT
 GR1940'(12.2 M) E FROM THE CENTER OF BERMUDA ROAD, AND 1 MI (1.6 KM) N FROM A
 GR1940'DRIVEWAY EAST.
 GR1940' 
 GR1940'REFERENCE MARK NO 1 IS A 1 1/2 INCH BRASS DISK STAMPED--CLARK COUNTY
 GR1940'NEVADA HIDDEN NO 2 RM 1--, SET INTO THE TOP OF A SQUARE CONCRETE
 GR1940'MONUMENT 20 CM ON SIDE AT 4 CM BELOW OR ABOVE THE GROUND LOCATED 87 FT
 GR1940'(26.5 M) E FROM THE CENTER OF BERMUDA AVENUE, 57 FT (17.4 M) E FROM
 GR1940'BERMUDA AVENUE ROW FENCE, 1 FT (0.3 M) W FROM A WITNESS POST, AND
 GR1940'LOWER THAN THE STATION.
 GR1940' 
 GR1940'REFERENCE MARK NO 2 IS A PLAIN 1 1/2 BRASS DISK SET IN THE TOP OF A 8
 GR1940'INCH X 8 INCH CONCRETE POST THAT PROJECTS APPROXIMATELY 4 INCHES ABOVE
 GR1940'NATURAL GROUND, STAMPED--CLARK COUNTY NEVADA HIDDEN NO 2 RM 2--,
 GR1940'LOCATED 40 FT (12.2 M) E FROM CENTERLIN OF ROAD AVENUE, 10 FT (3.0 M)
 GR1940'E FROM EASTERLY RIGHT-OF-WAY FENCE OF BERMUDA AVENUE, 1 FT (0.3 M) W
 GR1940'FROM WITNESS POST, AND LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1746 ***********************************************************************
 KR1746  DESIGNATION -  HIDE
 KR1746  PID         -  KR1746
 KR1746  STATE/COUNTY-  NV/WASHOE
 KR1746  USGS QUAD   -  PATRICK (1980)
 KR1746
 KR1746                         *CURRENT SURVEY CONTROL
 KR1746  ___________________________________________________________________
 KR1746* NAD 83(1994)-  39 33 57.87454(N)    119 32 22.16736(W)     ADJUSTED  
 KR1746* NAVD 88     -      1366.8    (meters)    4484.     (feet)  VERTCON   
 KR1746  ___________________________________________________________________
 KR1746  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 KR1746  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 KR1746
 KR1746  HORZ ORDER  -  SECOND
 KR1746
 KR1746.The horizontal coordinates were established by classical geodetic methods
 KR1746.and adjusted by the National Geodetic Survey in June 1998..
 KR1746
 KR1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1746
 KR1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1746
 KR1746.The geoid height was determined by GEOID03.
 KR1746
 KR1746;                    North         East     Units Scale Factor Converg.
 KR1746;SPC NV W     - 4,534,875.174   717,843.032   MT  0.99998308   -0 36 32.7
 KR1746;SPC NV W     -14,878,169.63  2,355,123.35   sFT  0.99998308   -0 36 32.7
 KR1746;UTM  11      - 4,382,678.246   281,850.343   MT  1.00018595   -1 37 05.6
 KR1746
 KR1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1746!SPC NV W     -   0.99978939  x   0.99998308  =   0.99977247
 KR1746!UTM  11      -   0.99978939  x   1.00018595  =   0.99997530
 KR1746
 KR1746|---------------------------------------------------------------------|
 KR1746| PID    Reference Object                     Distance      Geod. Az  |
 KR1746|                                                           dddmmss.s |
 KR1746| DB7893 HIDE RM 1                            11.953 METERS 05031     |
 KR1746| DB7894 HIDE RM 2                             4.870 METERS 16251     |
 KR1746| KR1745 BEACON 200 3.5 MI W CLARKS SID      APPROX. 3.3 KM 2500627.2 |
 KR1746|---------------------------------------------------------------------|
 KR1746
 KR1746                          SUPERSEDED SURVEY CONTROL
 KR1746
 KR1746  NAD 83(1992)-  39 33 57.88116(N)    119 32 22.16169(W) AD(       ) 2
 KR1746  NAD 83(1986)-  39 33 57.88253(N)    119 32 22.15168(W) AD(       ) 2
 KR1746  NAD 27      -  39 33 58.19610(N)    119 32 18.49820(W) AD(       ) 2
 KR1746  NGVD 29 (07/19/86) 1365.7    (m)         4481.     (f) VERT ANG       
 KR1746
 KR1746.Superseded values are not recommended for survey control.
 KR1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1746.See file dsdata.txt to determine how the superseded data were derived.
 KR1746
 KR1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8185082678(NAD 83)
 KR1746_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1746_SETTING: 80 = SET IN A BOULDER
 KR1746_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1746
 KR1746  HISTORY     - Date     Condition        Report By
 KR1746  HISTORY     - 1958     MONUMENTED       CGS
 KR1746
 KR1746                          STATION DESCRIPTION
 KR1746
 KR1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1746'THE STATION IS ON THE HIGHEST AND WEST END OF A LONG RIDGE
 KR1746'WHICH FOLLOWS THE GENERAL ALIGNMENT OF U.S. HIGHWAY 40 AT
 KR1746'ABOUT 2 MILES WEST OF THE 102 RANCH AND CAFE, AND 300 YARDS
 KR1746'NORTH OF THE HIGHWAY.
 KR1746'
 KR1746'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 KR1746'DRILL HOLES IN BOULDERS AND STAMPED HIDE 1958 WITH THE REFERENCE
 KR1746'MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.  THE STATION
 KR1746'MARK PROJECTS ABOUT 12 INCHES AND REFERENCE MARK 1 PROJECTS
 KR1746'2 INCHES.  REFERENCE MARK 2 PROJECTS 3 INCHES ON ITS NORTH
 KR1746'SIDE AND ABOUT 8 INCHES ON ITS SOUTH SIDE.
 KR1746'
 KR1746'TO REACH THE STATION FROM THE 102 RANCH AND CAFE, (ABOUT
 KR1746'14 MILES WEST ALONG U.S. 40 FROM THE POST OFFICE IN WADSWORTH),
 KR1746'GO WEST ON U.S. HIGHWAY 40 FOR 2 MILES TO A POINT JUST OPPOSITE
 KR1746'THE WESTERN END OF A LONG RIDGE, (STATION SITE ON THE TOP),
 KR1746'CONTINUE WEST FOR 1.5 MILES TO A GATE AT THE INTERCHANGE, TURN
 KR1746'RIGHT THROUGH THE GATE AND THEN AGAIN SHARP RIGHT, EAST, ALONG
 KR1746'A ROCK SURFACED ROAD LEADING TO THE TELEPHONE RELAY STATION
 KR1746'FOR 1.3 MILES TO THE END OF THE ROCK SURFACING, KEEP TO THE
 KR1746'LEFT FOR 0.1 MILE TO THE TELEPHONE BLDG.  FROM HERE THE PACK
 KR1746'IS ABOUT 10 MINUTES, UP THE STEEP SLOPE TO THE TOP OF THE
 KR1746'RIDGE AND THE STATION SITE.  FOR A 4-WHEEL DRIVE VEHICLE
 KR1746'CONTINUE EAST ALONG THE MAIN ROAD FOR 0.4 MILE TO THE
 KR1746'LOWEST POINT OF THE RIDGE TO THE RIGHT WHERE ACCESS IS
 KR1746'POSSIBLE, TURN RIGHT UP THE SLOPE TO THE CREST AND THEN
 KR1746'RIGHT ALONG THE CREST OF THE RIDGE FOR 0.3 MILE TO THE
 KR1746'STATION SITE AT THE WEST END AND HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0660 ***********************************************************************
 LQ0660  DESIGNATION -  HIGH
 LQ0660  PID         -  LQ0660
 LQ0660  STATE/COUNTY-  NV/ELKO
 LQ0660  USGS QUAD   -  MT TAYLOR (1984)
 LQ0660
 LQ0660                         *CURRENT SURVEY CONTROL
 LQ0660  ___________________________________________________________________
 LQ0660* NAD 83(1994)-  40 11 44.57571(N)    114 54 34.86614(W)     ADJUSTED  
 LQ0660* NAVD 88     -      2948.0    (meters)    9672.     (feet)  VERTCON   
 LQ0660  ___________________________________________________________________
 LQ0660  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 LQ0660  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 LQ0660
 LQ0660  HORZ ORDER  -  FIRST
 LQ0660
 LQ0660.The horizontal coordinates were established by classical geodetic methods
 LQ0660.and adjusted by the National Geodetic Survey in June 1998..
 LQ0660
 LQ0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0660
 LQ0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0660
 LQ0660.The geoid height was determined by GEOID03.
 LQ0660
 LQ0660;                    North         East     Units Scale Factor Converg.
 LQ0660;SPC NV E     - 8,604,559.442   257,355.343   MT  0.99994048   +0 26 05.2
 LQ0660;SPC NV E     -28,230,125.44    844,339.99   sFT  0.99994048   +0 26 05.2
 LQ0660;UTM  11      - 4,451,575.313   677,924.875   MT  0.99998972   +1 20 58.0
 LQ0660
 LQ0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0660!SPC NV E     -   0.99954067  x   0.99994048  =   0.99948118
 LQ0660!UTM  11      -   0.99954067  x   0.99998972  =   0.99953039
 LQ0660
 LQ0660:                Primary Azimuth Mark                     Grid Az
 LQ0660:SPC NV E     -  HIGH AZ MK                               158 19 05.0
 LQ0660:UTM  11      -  HIGH AZ MK                               157 24 12.2
 LQ0660
 LQ0660|---------------------------------------------------------------------|
 LQ0660| PID    Reference Object                     Distance      Geod. Az  |
 LQ0660|                                                           dddmmss.s |
 LQ0660| DD5994 HIGH AZ MK                                         1584510.2 |
 LQ0660| DD5995 HIGH RM 1                             5.233 METERS 17941     |
 LQ0660| DD5996 HIGH RM 2                            18.788 METERS 32233     |
 LQ0660|---------------------------------------------------------------------|
 LQ0660
 LQ0660                          SUPERSEDED SURVEY CONTROL
 LQ0660
 LQ0660  NAD 83(1994)-  40 11 44.57433(N)    114 54 34.86365(W) AD(       ) 1
 LQ0660  NAD 83(1986)-  40 11 44.57152(N)    114 54 34.86334(W) AD(       ) 1
 LQ0660  NAD 27      -  40 11 44.82370(N)    114 54 31.76046(W) AD(       ) 1
 LQ0660  NGVD 29 (07/19/86) 2946.7    (m)         9668.     (f) VERT ANG       
 LQ0660
 LQ0660.Superseded values are not recommended for survey control.
 LQ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0660.See file dsdata.txt to determine how the superseded data were derived.
 LQ0660
 LQ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE7792551575(NAD 83)
 LQ0660_MARKER: DS = TRIANGULATION STATION DISK
 LQ0660_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0660
 LQ0660  HISTORY     - Date     Condition        Report By
 LQ0660  HISTORY     - 1965     MONUMENTED       CGS
 LQ0660
 LQ0660                          STATION DESCRIPTION
 LQ0660
 LQ0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0660'STATION IS LOCATED ON THE NORTH PART OF THE CHERRY CREEK
 LQ0660'MOUNTAIN RANGE ON THE HIGHEST AND MOST NORTHERN OF FOUR
 LQ0660'PROMINENT PEAKS, 22 MILES NORTHWEST OF JUNCTION OF U.S. HIGHWAYS
 LQ0660'93 AND ALTERNATE 50, ABOUT 10 MILES SOUTHWEST OF CURRIE AND
 LQ0660'ABOUT 1-1/2 MILES SOUTHEAST OF MT. TAYLOR.
 LQ0660'
 LQ0660'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 93 AND STATE
 LQ0660'HIGHWAY 35, ABOUT 33 MILES NORTH OF MC GILL, GO WEST ON
 LQ0660'STATE HIGHWAY 35 FOR 8.2 MILES TO THE VILLAGE OF CHERRY CREEK
 LQ0660'AND END OF SURFACED ROAD, CONTINUE WEST AND NORTH ON GRAVEL
 LQ0660'ROAD FOR 10.6 MILES TO FORK, KEEP LEFT FORK AND GO NORTH ON
 LQ0660'MAIN ROAD FOR 8 MILES TO RANCH HOUSE ON LEFT, CONTINUE NORTH
 LQ0660'FOR 0.2 MILES TO SIGN ON RIGHT, LEAVE WHITE PINE ENTER ELKO,
 LQ0660'CONTINUE NORTH ON MAIN ROAD FOR 0.8 MILE TO FORK, TAKE RIGHT
 LQ0660'FORK AND CONTINUE STRAIGHT AHEAD NORTH FOR 0.6 MILE TO FORK,
 LQ0660'TAKE RIGHT FORK AND GO EAST 3 MILES TO WATER TANK ON LEFT,
 LQ0660'CONTINUE ON TRACK ROAD UP STEEP HILL FOR 2.0 MILES TO
 LQ0660'SADDLE AND A DIM FORK LEFT, TAKE LEFT FORK AND GO NORTHERLY
 LQ0660'ON TRACK ROAD FOR 0.8 MILE TO SADDLE AND END OF TRACK ROAD,
 LQ0660'TURN RIGHT AND GO UP STEEP HILL AND CONTINUE NORTHERLY ALONG
 LQ0660'TOP OF RIDGE FOR 1.1 MILES TO THE AZIMUTH MARK ON WEST
 LQ0660'EDGE OF RIDGE, CONTINUE NORTH FOR 0.2 MILE TO END OF TRUCK
 LQ0660'TRAVEL.  FROM HERE PACK NORTHERLY WORKING WAY ALONG TOP
 LQ0660'OF RIDGE FOR ABOUT 1.5 MILES TO THE MOST NORTHERLY PEAK AND
 LQ0660'STATION.  (A 4-WHEEL DRIVE IS NECESSARY AND THE PACK WILL
 LQ0660'TAKE ABOUT 2 HOURS.)
 LQ0660'
 LQ0660'STATION MARK, A STANDARD DISK STAMPED HIGH 1965, IS SET IN
 LQ0660'A DRILL HOLE IN OUTCROPPING ROCK ON THE SOUTH END AND HIGHEST
 LQ0660'PART OF PEAK.
 LQ0660'
 LQ0660'REFERENCE MARK 1, A STANDARD DISK STAMPED HIGH NO 1 1965,
 LQ0660'IS SET IN A DRILL HOLE IN OUTCROPPING ROCK AND IS ABOUT SAME
 LQ0660'ELEVATION AS THE STATION.
 LQ0660'
 LQ0660'REFERENCE MARK 2, A STANDARD DISK STAMPED HIGH NO 2 1965, IS
 LQ0660'SET IN A DRILL HOLE IN OUTCROPPING ROCK ABOUT 2 FEET LOWER
 LQ0660'IN ELEVATION THAN THE STATION.
 LQ0660'
 LQ0660'AZIMUTH MARK, A STANDARD DISK STAMPED HIGH 1965, IS SET IN
 LQ0660'A DRILL HOLE IN OUTCROPPING ROCK ON THE WEST EDGE OF RIDGE
 LQ0660'AND IS 4 FEET NORTH OF THE WITNESS POST.
 LQ0660'
 LQ0660'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1189 ***********************************************************************
 FS1189  DESIGNATION -  HIGH PEAK EAST OF DRY LAKE
 FS1189  PID         -  FS1189
 FS1189  STATE/COUNTY-  NV/CLARK
 FS1189  USGS QUAD   -  DESERT (1985)
 FS1189
 FS1189                         *CURRENT SURVEY CONTROL
 FS1189  ___________________________________________________________________
 FS1189* NAD 83(1994)-  35 35 51.16390(N)    115 16 19.58147(W)     ADJUSTED  
 FS1189* NAVD 88     -                                                        
 FS1189  ___________________________________________________________________
 FS1189  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 FS1189  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FS1189
 FS1189  HORZ ORDER  -  THIRD
 FS1189
 FS1189.The horizontal coordinates were established by classical geodetic methods
 FS1189.and adjusted by the National Geodetic Survey in June 1998..
 FS1189
 FS1189
 FS1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1189
 FS1189.The geoid height was determined by GEOID03.
 FS1189
 FS1189;                    North         East     Units Scale Factor Converg.
 FS1189;SPC NV E     - 8,094,065.074   228,200.515   MT  0.99990980   +0 10 52.2
 FS1189;SPC NV E     -26,555,278.50    748,687.86   sFT  0.99990980   +0 10 52.2
 FS1189;SPC CA 5     -   736,036.195 2,247,177.942   MT  1.00003115   +1 33 17.8
 FS1189;SPC CA 5     - 2,414,812.08  7,372,616.30   sFT  1.00003115   +1 33 17.8
 FS1189;UTM  11      - 3,940,685.964   656,526.098   MT  0.99990192   +1 00 21.6
 FS1189
 FS1189                          SUPERSEDED SURVEY CONTROL
 FS1189
 FS1189  NAD 83(1992)-  35 35 51.16605(N)    115 16 19.58147(W) AD(1991.35) 4
 FS1189  NAD 83(1992)-  35 35 51.15002(N)    115 16 19.56341(W) AD(       ) 4
 FS1189  NAD 83(1992)-  35 35 51.14625(N)    115 16 19.55650(W) AD(       ) 4
 FS1189  NAD 83(1986)-  35 35 51.16657(N)    115 16 19.57252(W) AD(       ) 4
 FS1189  NAD 27      -  35 35 51.15996(N)    115 16 16.69812(W) AD(       ) 3
 FS1189
 FS1189.Superseded values are not recommended for survey control.
 FS1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1189.See file dsdata.txt to determine how the superseded data were derived.
 FS1189
 FS1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5652640686(NAD 83)
 FS1189
 FS1189  HISTORY     - Date     Condition        Report By
 FS1189  HISTORY     - UNK      MONUMENTED
 FS1189  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FS1189
 FS1189                          STATION DESCRIPTION
 FS1189
 FS1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 FS1189'A PROMINENT SHARP ROCKY-TOPPED PEAK ABOUT 12-1/2 MI. SE OF
 FS1189'JEAN, 6 MI. SE OF ROACH RAILROAD SIDING, INTERSECTED IN 1898,
 FS1189'NOT DESCRIBED.  THE SUMMIT OF THE PEAK IS NOW OCCUPIED BY
 FS1189'A STATION OF THE U.S. GEOLOGICAL SURVEY CALADA, AND A
 FS1189'TRIANGULATION STATION OF THE COAST AND GEODETIC SURVEY ADALAC.
 FS1189'VA ELEV. 5715.7 (USGS).  ROCKS HIGHER THAN EITHER MARK UPON
 FS1189'THE PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LT0482 ***********************************************************************
 LT0482  DESIGNATION -  HIGH ROCK
 LT0482  PID         -  LT0482
 LT0482  STATE/COUNTY-  NV/WASHOE
 LT0482  USGS QUAD   -  FLANIGAN (1981)
 LT0482
 LT0482                         *CURRENT SURVEY CONTROL
 LT0482  ___________________________________________________________________
 LT0482* NAD 83(1994)-  40 14 10.31021(N)    120 00 03.02932(W)     ADJUSTED  
 LT0482* NAVD 88     -      1227.3    (meters)    4027.     (feet)  VERTCON   
 LT0482  ___________________________________________________________________
 LT0482  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 LT0482  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 LT0482
 LT0482  HORZ ORDER  -  SECOND
 LT0482
 LT0482.The horizontal coordinates were established by classical geodetic methods
 LT0482.and adjusted by the National Geodetic Survey in June 1998..
 LT0482
 LT0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0482
 LT0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 LT0482
 LT0482.The geoid height was determined by GEOID03.
 LT0482
 LT0482;                    North         East     Units Scale Factor Converg.
 LT0482;SPC NV W     - 4,609,800.315   679,381.608   MT  1.00007904   -0 54 56.6
 LT0482;SPC NV W     -15,123,986.53  2,228,937.83   sFT  1.00007904   -0 54 56.6
 LT0482;SPC CA 1     -   602,193.139 2,170,102.748   MT  0.99994889   +1 18 26.0
 LT0482;SPC CA 1     - 1,975,695.32  7,119,745.43   sFT  0.99994889   +1 18 26.0
 LT0482;UTM  10      - 4,458,288.914   755,142.527   MT  1.00040143   +1 56 18.0
 LT0482;UTM  11      - 4,458,293.761   244,714.280   MT  1.00040233   -1 56 21.9
 LT0482
 LT0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LT0482!SPC NV W     -   0.99981117  x   1.00007904  =   0.99989020
 LT0482!SPC CA 1     -   0.99981117  x   0.99994889  =   0.99976007
 LT0482!UTM  10      -   0.99981117  x   1.00040143  =   1.00021252
 LT0482!UTM  11      -   0.99981117  x   1.00040233  =   1.00021342
 LT0482
 LT0482|---------------------------------------------------------------------|
 LT0482| PID    Reference Object                     Distance      Geod. Az  |
 LT0482|                                                           dddmmss.s |
 LT0482| DB7899 HIGH ROCK RM 2                       17.617 METERS 00056     |
 LT0482| LS0637 STATE LINE                          APPROX.23.0 KM 1752504.1 |
 LT0482| DB7898 HIGH ROCK RM 1                       12.558 METERS 26751     |
 LT0482|---------------------------------------------------------------------|
 LT0482
 LT0482                          SUPERSEDED SURVEY CONTROL
 LT0482
 LT0482  NAD 83(1992)-  40 14 10.31014(N)    120 00 03.03072(W) AD(       ) 2
 LT0482  NAD 83(1986)-  40 14 10.31825(N)    120 00 03.02561(W) AD(       ) 2
 LT0482  NAD 27      -  40 14 10.66201(N)    119 59 59.28416(W) AD(       ) 2
 LT0482  NGVD 29 (10/14/92) 1226.3    (m)         4023.     (f) VERT ANG       
 LT0482
 LT0482.Superseded values are not recommended for survey control.
 LT0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0482.See file dsdata.txt to determine how the superseded data were derived.
 LT0482
 LT0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGK5514358289(NAD 83)
 LT0482_MARKER: DS = TRIANGULATION STATION DISK
 LT0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LT0482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LT0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LT0482+STABILITY: SURFACE MOTION
 LT0482
 LT0482  HISTORY     - Date     Condition        Report By
 LT0482  HISTORY     - 1931     MONUMENTED       CGS
 LT0482  HISTORY     - 1953     SEE DESCRIPTION  USGS
 LT0482  HISTORY     - 1963     GOOD             USGS
 LT0482  HISTORY     - 1967     SEE DESCRIPTION  CGS
 LT0482
 LT0482                          STATION DESCRIPTION
 LT0482
 LT0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JB)
 LT0482'EAST OF HONEY LAKE, APPROXIMATELY ON NEVADA-CALIFORNIA STATE
 LT0482'LINE, AND ABOUT 70 METERS (230 FEET) SOUTH OF ROAD.  TO REACH
 LT0482'FROM SUSANVILLE, GO TO AMEDEE VIA LITCHFIELD AND WENDEL
 LT0482'AND TURN LEFT AT LARGE BARN, TAKE ROAD LEADING TO FLANNIGAN
 LT0482'AND GO 0.7 MILE, CROSS TRACKS AND CONTINUE 7.0 MILES, TAKE
 LT0482'LEFT FORK AND GO 4.3 MILES TO HIGH ROCK RANCH, CONTINUE ON
 LT0482'LEFT SIDE OF RANCH HOUSE AND GO 0.3 MILE, TAKE RIGHT FORK AND
 LT0482'GO 0.7 MILE TO BOUNDARY-LINE SIGNBOARD AND WASHOE-LASSEN
 LT0482'COUNTY SIGNBOARD.  ROAD RUNS NORTHWEST AND SOUTHEAST ACROSS
 LT0482'LINE.  A 4-FOOT ROCK CAIRN IS 6 FEET EAST OF STATION.
 LT0482'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 LT0482'CONCRETE, NOTES 1A AND 7A.  REFERENCE MARKS ARE STANDARD
 LT0482'REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS 12.55
 LT0482'METERS (41.2 FEET) FROM STATION IN AZIMUTH 87 DEG 51
 LT0482'MIN.  NO. 2 IS 17.61 METERS (57.8 FEET) FROM STATION IN
 LT0482'AZIMUTH 180 DEG 56 MIN.
 LT0482
 LT0482                          STATION RECOVERY (1953)
 LT0482
 LT0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 LT0482'STATION WAS FOUND AS DESCRIBED.  ALL MARKS FOUND IN GOOD
 LT0482'CONDITION.
 LT0482'
 LT0482'STATION IS LOCATED EAST OF HONEY LAKE.  9.0 MILES, AIRLINE,
 LT0482'NW OF SIERRA ORDINANCE DEPOT, ABOUT 6.6 MILES ESE OF HERLONG
 LT0482'RAILROAD STATION, 1.0 MILES NORTH OF SOUTHERN PACIFIC R.R.
 LT0482'TRACKS AND 0.7 MILES SSE OF HIGH ROCK RANCH HDQ., IN A SAGE
 LT0482'BRUSH COVERED FLAT.
 LT0482'
 LT0482'TO REACH FROM SUSANVILLE GO EAST AND SOUTH ON HIGHWAY 36
 LT0482'TO JOHNSTONVILLE, TURN EAST ON U.S. HIGHWAY 395 AND PROCEED
 LT0482'TO LITCHFIELD.  FROM LITCHFIELD CONTINUE EAST ON HIGHWAY
 LT0482'395 3.9 MILES TO WHERE THE ROAD TO WENDEL FORKS RIGHT.  TAKE
 LT0482'RIGHT FORK AND FOLLOW MAIN TRAVELED ROAD SOUTH AND EAST
 LT0482'FOR 21.4 MILES TO A ROAD FORK TO RIGHT.  TURN RIGHT ABOUT
 LT0482'300 DEGREES TURN, GO 0.4 MILE, TURN LEFT, GO THROUGH GATE
 LT0482'AND TURN LEFT, TRAVEL ALONG FENCE ABOUT 250 FEET TO WHERE
 LT0482'ROAD TURNS RIGHT.  CONTINUE 0.6 MILE TO OLD WELCOME TO NEVADA
 LT0482'SIGN.  STATION IS ABOUT 230 FEET SOUTH OF SIGN.
 LT0482
 LT0482                          STATION RECOVERY (1963)
 LT0482
 LT0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LT0482'RECOVERED AS DESCRIBED BY NGS AND USGS.  ALL MARKS IN GOOD
 LT0482'CONDITION.
 LT0482
 LT0482                          STATION RECOVERY (1967)
 LT0482
 LT0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LT0482'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 LT0482'
 LT0482'STATION OCCUPIED BY LIGHT AND GEODIMETER PARTY ONLY.
 LT0482'
 LT0482'NO CHANGE IN DESCRIPTION OF STATION REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0356 ***********************************************************************
 MV0356  DESIGNATION -  HIGH ROCK
 MV0356  PID         -  MV0356
 MV0356  STATE/COUNTY-  NV/HUMBOLDT
 MV0356  USGS QUAD   -  HIGH ROCK LAKE (1980)
 MV0356
 MV0356                         *CURRENT SURVEY CONTROL
 MV0356  ___________________________________________________________________
 MV0356* NAD 83(1994)-  41 20 30.55147(N)    119 17 23.36569(W)     ADJUSTED  
 MV0356* NAVD 88     -      1799.     (meters)    5902.     (feet)  SCALED    
 MV0356  ___________________________________________________________________
 MV0356  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 MV0356  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 MV0356
 MV0356  HORZ ORDER  -  FIRST
 MV0356
 MV0356.The horizontal coordinates were established by classical geodetic methods
 MV0356.and adjusted by the National Geodetic Survey in June 1998..
 MV0356
 MV0356.The orthometric height was scaled from a topographic map.
 MV0356
 MV0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0356
 MV0356.The geoid height was determined by GEOID03.
 MV0356
 MV0356;                    North         East     Units Scale Factor Converg.
 MV0356;SPC NV W     - 4,731,844.154   740,873.158   MT  0.99994301   -0 28 00.1
 MV0356;SPC NV W     -15,524,392.03  2,430,681.35   sFT  0.99994301   -0 28 00.1
 MV0356;UTM  11      - 4,579,232.983   308,414.058   MT  1.00005174   -1 30 46.8
 MV0356
 MV0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0356!SPC NV W     -   0.99972119  x   0.99994301  =   0.99966422
 MV0356!UTM  11      -   0.99972119  x   1.00005174  =   0.99977292
 MV0356
 MV0356|---------------------------------------------------------------------|
 MV0356| PID    Reference Object                     Distance      Geod. Az  |
 MV0356|                                                           dddmmss.s |
 MV0356| CD7590 HIGH ROCK RM 1                        3.361 METERS 00405     |
 MV0356| CD7591 HIGH ROCK RM 2                        5.385 METERS 10945     |
 MV0356| MV0146 R 66                                               1685204.5 |
 MV0356|---------------------------------------------------------------------|
 MV0356
 MV0356                          SUPERSEDED SURVEY CONTROL
 MV0356
 MV0356  NAD 83(1992)-  41 20 30.55809(N)    119 17 23.37078(W) AD(       ) 1
 MV0356  NAD 83(1986)-  41 20 30.56413(N)    119 17 23.37436(W) AD(       ) 1
 MV0356  NAD 27      -  41 20 30.94200(N)    119 17 19.69900(W) AD(       ) 1
 MV0356
 MV0356.Superseded values are not recommended for survey control.
 MV0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0356.See file dsdata.txt to determine how the superseded data were derived.
 MV0356
 MV0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF0841479233(NAD 83)
 MV0356_MARKER: Z = SEE DESCRIPTION
 MV0356_SETTING: 0 = UNSPECIFIED SETTING
 MV0356
 MV0356  HISTORY     - Date     Condition        Report By
 MV0356  HISTORY     - 1940     MONUMENTED       CGS
 MV0356
 MV0356                          STATION DESCRIPTION
 MV0356
 MV0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MV0356'STATION IS LOCATED ABOUT 48 MILES, AIRLINE, N OF GERLACH,
 MV0356'16 MILES NNE OF OGLE SWINGLES RANCH (FORMER TOWN SITE OF
 MV0356'LEADVILLE), AND ABOUT 4 MILES, AIRLINE, NNW OF HIGH ROCK LAKE.
 MV0356'ON THE S END OF A RED, LAVA-CAPPED RIDGE, WITH A 20-FOOT LEDGE
 MV0356'ON THE W, S AND E SIDE, LYING BETWEEN HIGH ROCK CANYON TO
 MV0356'THE W AND SOLDIERS MEADOWS TO THE E.  THERE IS A HIGHER HILL
 MV0356'ABOUT 1 MILE TO THE N OF THE STATION.
 MV0356'
 MV0356'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 MV0356'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 MV0356'
 MV0356'AZIMUTH MARK IS A STANDARD BENCH MARK, STAMPED R-66, 1934.
 MV0356'IT IS SET IN THE TOP OF A CONCRETE POST, PROJECTING ABOUT 6
 MV0356'INCHES ABOVE THE GROUND AND IS MARKED BY A WHITE 4- BY 4-INCH
 MV0356'POST, PROJECTING ABOUT 2 FEET.
 MV0356'
 MV0356'TO REACH AZIMUTH MARK, FROM THE SHARP LEFT TURN, CONTINUE
 MV0356'STRAIGHT AHEAD, E, ON THE MAIN ROAD FOR 1.15 MILES TO THE
 MV0356'BENCH MARK.
 MV0356'
 MV0356'STATION IS REACHED FROM GERLACH POST OFFICE BY GOING E ON THE
 MV0356'MAIN STREET 0.2 MILE AND TAKE THE LEFT FORK WHICH LEADS E
 MV0356'ACROSS THE DRY LAKE.  FOLLOW THE MAIN TRACKS E BY N 9.0 MILES
 MV0356'TO FORKS AT SIGN LEADVILLE-GRASS VALLEY, TAKE LEFT FORK, GO
 MV0356'0.75 MILE AND TURN LEFT AROUND THE POINT OF A LOW RIDGE, GO
 MV0356'0.6 MILE (ROAD COMES IN FROM THE LEFT).  (IN WET WEATHER, GO
 MV0356'WESTERLY ON THE MAIN STREET 0.5 MILE AND TAKE THE RIGHT FORK,
 MV0356'GO 11.3 MILES ALONG THE FOOTHILLS ON THE N SIDE OF THE DRY
 MV0356'LAKE TO THE LAST POINT MENTIONED ABOVE).  FOLLOW THE
 MV0356'MAIN-TRAVELED ROAD TO LEADVILLE, WHICH IS OGLE SWINGLES RANCH
 MV0356'(SIGNS ARE POSTED ALONG THE ROAD).  FROM THE RANCH HOUSE
 MV0356'GO N ON THE MAIN ROAD 1.05 MILES TO A GAME RESERVE SIGN ON
 MV0356'LEFT AND TRACK ROAD ON RIGHT.  TAKE THE RIGHT FORK, GO 2.0
 MV0356'MILES (A ROAD COMES IN FROM THE LEFT), CONTINUE ON TRACK
 MV0356'ROAD 2.4 MILES AND PASS THROUGH WIRE GATE, GO 0.6 MILE,
 MV0356'PASSING A HOUSE ON RIGHT OF ROAD, AND GO THROUGH GATE, GO
 MV0356'7.75 MILES AND TAKE LEFT FORK, RIGHT FORK GOES INTO CABIN
 MV0356'AT HIGH ROCK LAKE, GO 0.35 MILE, KEEP STRAIGHT AHEAD, LEFT
 MV0356'FORK, GO 0.75 MILE AND TURN RIGHT, GO 0.3 MILE TO A TRACK
 MV0356'ROAD, LEADING N.  FROM HERE THE AZIMUTH MARK IS LOCATED 1.15
 MV0356'MILES FURTHER.  TURN SHARP LEFT ON THE TRACK ROAD AND GO N
 MV0356'0.45 MILE TO THE POINT WHERE THE TRACKS TOP THE LOW RIDGE,
 MV0356'AND THENCE LEFT, W, ALONG THE RIDGE AND UP THE CANYON 3.0
 MV0356'MILES TO A POINT N OF THE STATION HILL.  TURN RIGHT,
 MV0356'SOUTHERLY, AND DRIVE ACROSS COUNTRY 0.5 MILE TO THE BASE
 MV0356'OF THE STATION PEAK ON THE E SIDE THERE OF.  PACK S TO
 MV0356'THE S END OF THE RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0338 ***********************************************************************
 HP0338  DESIGNATION -  HIGHLAND
 HP0338  PID         -  HP0338
 HP0338  STATE/COUNTY-  NV/LINCOLN
 HP0338  USGS QUAD   -  HIGHLAND PEAK (1969)
 HP0338
 HP0338                         *CURRENT SURVEY CONTROL
 HP0338  ___________________________________________________________________
 HP0338* NAD 83(1994)-  37 53 37.63687(N)    114 34 43.23517(W)     ADJUSTED  
 HP0338* NAVD 88     -      2864.7    (meters)    9399.     (feet)  VERTCON   
 HP0338  ___________________________________________________________________
 HP0338  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 HP0338  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 HP0338
 HP0338  HORZ ORDER  -  FIRST
 HP0338
 HP0338.The horizontal coordinates were established by classical geodetic methods
 HP0338.and adjusted by the National Geodetic Survey in June 1998..
 HP0338
 HP0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0338
 HP0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0338
 HP0338.The geoid height was determined by GEOID03.
 HP0338
 HP0338;                    North         East     Units Scale Factor Converg.
 HP0338;SPC NV E     - 8,349,291.594   288,360.890   MT  0.99999613   +0 37 01.6
 HP0338;SPC NV E     -27,392,634.17    946,064.02   sFT  0.99999613   +0 37 01.6
 HP0338;UTM  11      - 4,196,794.747   712,907.690   MT  1.00015834   +1 29 15.8
 HP0338
 HP0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0338!SPC NV E     -   0.99955432  x   0.99999613  =   0.99955045
 HP0338!UTM  11      -   0.99955432  x   1.00015834  =   0.99971258
 HP0338
 HP0338|---------------------------------------------------------------------|
 HP0338| PID    Reference Object                     Distance      Geod. Az  |
 HP0338|                                                           dddmmss.s |
 HP0338| DD6000 HIGHLAND WM NNE                                    02410     |
 HP0338| DD5998 HIGHLAND RM 1                         8.878 METERS 03245     |
 HP0338| DD5997 HIGHLAND AZ MK                                     0780012.0 |
 HP0338| DD5999 HIGHLAND RM 2                         8.798 METERS 12205     |
 HP0338| JP0385 BLACK CLIFF CAIRN                   APPROX.49.7 KM 2923039.7 |
 HP0338| DD6001 HIGHLAND WM NW                                     31956     |
 HP0338|---------------------------------------------------------------------|
 HP0338
 HP0338                          SUPERSEDED SURVEY CONTROL
 HP0338
 HP0338  NAD 83(1994)-  37 53 37.63687(N)    114 34 43.23524(W) AD(       ) 1
 HP0338  NAD 83(1986)-  37 53 37.62718(N)    114 34 43.23492(W) AD(       ) 1
 HP0338  NAD 27      -  37 53 37.76100(N)    114 34 40.24700(W) AD(       ) 1
 HP0338  NGVD 29 (07/19/86) 2863.5    (m)         9395.     (f) VERT ANG       
 HP0338
 HP0338.Superseded values are not recommended for survey control.
 HP0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0338.See file dsdata.txt to determine how the superseded data were derived.
 HP0338
 HP0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB1290896795(NAD 83)
 HP0338_MARKER: DS = TRIANGULATION STATION DISK
 HP0338_SETTING: 66 = SET IN ROCK OUTCROP
 HP0338_STAMPING: ELEVATION ABOVE SEA 9395 FT DATUM VA
 HP0338_MARK LOGO: USGS  
 HP0338_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0338+STABILITY: POSITION/ELEVATION WELL
 HP0338
 HP0338  HISTORY     - Date     Condition        Report By
 HP0338  HISTORY     - 1915     MONUMENTED       USGS
 HP0338  HISTORY     - 1971     GOOD             USGS
 HP0338
 HP0338                          STATION DESCRIPTION
 HP0338
 HP0338'DESCRIBED BY US GEOLOGICAL SURVEY 1915 (EHB)
 HP0338'STATION IS LOCATED ABOUT 7 MILES SW OF PIOCHE, 12 MILES NW
 HP0338'OF PANACA, AND 3-1/2 MILES SW OF THE JAMES WHEELER RANCH.
 HP0338'IT IS AT THE S END AND HIGHEST POINT OF HIGHLAND PEAK WHICH IS
 HP0338'THE HIGHEST MOUNTAIN IN THE VICINITY.
 HP0338'
 HP0338'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH-MARK DISK
 HP0338'SET IN OUTCROPPING BEDROCK PROJECTING ABOUT 3 INCHES.  IT IS
 HP0338'STAMPED ELEVATION ABOVE SEA 9395 FT DATUM VA.
 HP0338'
 HP0338'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0338'FLUSH WITH THE GROUND.  IT IS ABOUT 3 FEET LOWER IN ELEVATION
 HP0338'THAN THE STATION MARK AND IS STAMPED HIGHLAND USGS NO 1 1944.
 HP0338'
 HP0338'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0338'FLUSH WITH THE GROUND.  IT IS ABOUT 2 FEET LOWER IN ELEVATION
 HP0338'THAN THE STATION MARK AND IS STAMPED HIGHLAND USGS NO 2 1944.
 HP0338'
 HP0338'REFERENCE MARK A IS A CHISELED CROSS ON A BOULDER.
 HP0338'
 HP0338'REFERENCE MARK B IS A CHISELED CROSS ON BEDROCK.
 HP0338'
 HP0338'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH WITH
 HP0338'THE GROUND AND IS STAMPED HIGHLAND USGS 1944.  IT IS 18 FEET
 HP0338'S OF A 3-FOOT CAIRN.
 HP0338'
 HP0338'TO REACH STATION FROM THE POST OFFICE IN PIOCHE, GO NW ON
 HP0338'U.S. HIGHWAY 93 FOR 3.2 MILES TO THE JUNCTION OF THE HIGHWAY AND
 HP0338'THE PAVED CASTLETON-PRINCE MINE ROAD.  TURN LEFT OFF THE HIGHWAY
 HP0338'AND CONTINUE ON THE MINE ROAD FOR 1.9 MILES TO A BLADED ROAD
 HP0338'GOING TO THE RIGHT AND A SIGN READING WHEELER RANCH.  TURN RIGHT
 HP0338'AND FOLLOW BLADED ROAD FOR 1.8 MILES TO A FORKS, TAKE LEFT FORK
 HP0338'AND CONTINUE FOR 0.3 MILE TO THE WHEELER RANCH WHICH IS ON THE
 HP0338'LEFT SIDE OF THE ROAD.  CONTINUE PAST THE RANCH AND FOLLOW THE
 HP0338'ROAD SW UP WATER CANYON FOR 1.5 MILES TO WASHOUT.  FROM THIS
 HP0338'POINT PACK ON UP THE ROAD ABOUT 1/2 MILE TO WHERE THE ROAD
 HP0338'MAKES A SHARP RIGHT TURN.  AT THIS POINT A FENCE IS SEEN TO
 HP0338'THE LEFT ABOUT 100 YARDS.  IT ENCLOSES A BOXED-IN SPRING.  TO
 HP0338'THE S CAN BE SEEN A VERY GRASSY SADDLE ABOUT 1/2 MILE AWAY.
 HP0338'PASS THE BOXED-IN SPRING AND CONTINUE S TO THE TOP OF THE
 HP0338'SADDLE, THENCE BEAR RIGHT AND FOLLOW THE CREST OF THE RIDGE
 HP0338'TO THE TOP OF THE FIRST MAHOGANY-COVERED POINT.  THE
 HP0338'AZIMUTH MARK IS ON THIS POINT, ABOUT 75 FEET TO THE LEFT.
 HP0338'FROM HERE CONTIUE ALONG THE MAIN DIVIDE DOWN INTO A SLIGHT
 HP0338'SADDLE AND THEN UP THE SLOPE TO THE SUMMIT OF THE MAIN
 HP0338'PEAK, THENCE TO THE LEFT ALONG THE ROCK CREST ABOUT 200 YARDS
 HP0338'TO THE HIGHEST POINT AND THE STATION.
 HP0338
 HP0338                          STATION RECOVERY (1971)
 HP0338
 HP0338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HP0338'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37114-4 STATION 1007.
 HP0338'STATION MARK--USGS BENCH MARK TABLET SET IN OUTCROPPING BEDROCK PRO-
 HP0338'JECTING ABOUT 3  INCHES AND STAMPED---ELEVATION ABOVE SEA 9395 FT
 HP0338'DATUM VA.---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0723 ***********************************************************************
 JP0723  DESIGNATION -  HIGHWAY
 JP0723  PID         -  JP0723
 JP0723  STATE/COUNTY-  NV/WHITE PINE
 JP0723  USGS QUAD   -  LAKE VALLEY SUMMIT (1978)
 JP0723
 JP0723                         *CURRENT SURVEY CONTROL
 JP0723  ___________________________________________________________________
 JP0723* NAD 83(1994)-  38 51 50.91962(N)    114 32 10.87826(W)     ADJUSTED  
 JP0723* NAVD 88     -      1869.2    (meters)    6133.     (feet)  VERTCON   
 JP0723  ___________________________________________________________________
 JP0723  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 JP0723  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 JP0723
 JP0723  HORZ ORDER  -  THIRD
 JP0723
 JP0723.The horizontal coordinates were established by classical geodetic methods
 JP0723.and adjusted by the National Geodetic Survey in June 1998..
 JP0723
 JP0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0723
 JP0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0723
 JP0723.The geoid height was determined by GEOID03.
 JP0723
 JP0723;                    North         East     Units Scale Factor Converg.
 JP0723;SPC NV E     - 8,457,039.033   290,861.145   MT  1.00000163   +0 39 25.2
 JP0723;SPC NV E     -27,746,135.56    954,266.94   sFT  1.00000163   +0 39 25.2
 JP0723;UTM  11      - 4,304,585.298   713,752.837   MT  1.00016266   +1 32 47.3
 JP0723
 JP0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0723!SPC NV E     -   0.99971013  x   1.00000163  =   0.99971176
 JP0723!UTM  11      -   0.99971013  x   1.00016266  =   0.99987274
 JP0723
 JP0723                          SUPERSEDED SURVEY CONTROL
 JP0723
 JP0723  NAD 83(1994)-  38 51 50.91950(N)    114 32 10.87831(W) AD(       ) 3
 JP0723  NAD 83(1986)-  38 51 50.91703(N)    114 32 10.88632(W) AD(       ) 3
 JP0723  NGVD 29 (05/20/94) 1868.0    (m)         6129.     (f) VERT ANG       
 JP0723
 JP0723.Superseded values are not recommended for survey control.
 JP0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0723.See file dsdata.txt to determine how the superseded data were derived.
 JP0723
 JP0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD1375304585(NAD 83)
 JP0723_MARKER: DS = TRIANGULATION STATION DISK
 JP0723_SETTING: 0 = UNSPECIFIED SETTING
 JP0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0723
 JP0723  HISTORY     - Date     Condition        Report By
 JP0723  HISTORY     - 1946     MONUMENTED       USGS
 JP0723
 JP0723                          STATION DESCRIPTION
 JP0723
 JP0723'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 JP0723'LOCATED ABOUT 11.0 MI. SE. OF MAJORS PLACE, ON WEST SIDE OF SPRING
 JP0723'VALLEY, ABOUT 1500 FT. W. OF U.S. HIGHWAY 93, ON HIGHEST POINT OF
 JP0723'LOW RIDGE.
 JP0723'
 JP0723'TO REACH FROM MAJORS PLACE AT THE INTERSECTION OF U.S. HIGHWAYS 93
 JP0723'AND 6, GO S. ON U.S. HIGHWAY 93, 13.7 MI. TO A CATTLEGUARD ON THE
 JP0723'WEST SIDE OF THE HWY., TURN RIGHT (W.), GO THROUGH THE CATTLEGUARD
 JP0723'AND TURN RIGHT AGAIN (N.) ALONG FENCE LINE, PROCEED GENERALLY N. ALONG
 JP0723'FENCE FOR APPROXIMATELY 0.4 MI. TO TOP OF RIDGE AND STATION MARK ON
 JP0723'FIRST HIGH TOP W. OF HWY.
 JP0723'
 JP0723'STATION MARK  STANDARD TABLET--STAMPED HIGHWAY 1946--CEMENTED IN
 JP0723'ROCK OUTCROP.
 JP0723'
 JP0723'REFERENCE MARK NO. 1--STANDARD RM TABLET--STAMPED NO 1--CEMENTED
 JP0723'IN ROCK OUTCROP.
 JP0723'
 JP0723'REFERENCE MARK NO. 2--STANDARD RM TABLET--STAMPED NO 2--CEMENTED
 JP0723'IN ROCK OUTCROP.
 JP0723'
 JP0723'NOTE BY USGS 1973--OCCUPIED ONLY TO ESTABLISH ELEVATION BY ELECTRONIC
 JP0723'TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0192 ***********************************************************************
 FS0192  DESIGNATION -  HIGHWAY 1 NVDH
 FS0192  PID         -  FS0192
 FS0192  STATE/COUNTY-  NV/CLARK
 FS0192  USGS QUAD   -  HIDDEN VALLEY (1989)
 FS0192
 FS0192                         *CURRENT SURVEY CONTROL
 FS0192  ___________________________________________________________________
 FS0192* NAD 83(1986)-  35 52 00.     (N)    115 14 40.     (W)     SCALED    
 FS0192* NAVD 88     -       948.098  (meters)    3110.55   (feet)  POSTED    
 FS0192  ___________________________________________________________________
 FS0192  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FS0192  DYNAMIC HT  -         947.060 (meters)    3107.15  (feet)  COMP
 FS0192  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 FS0192
 FS0192  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0192
 FS0192.The horizontal coordinates were scaled from a topographic map and have
 FS0192.an estimated accuracy of +/- 6 seconds.
 FS0192
 FS0192.The orthometric height was determined by differential leveling
 FS0192.and adjusted by the National Geodetic Survey in 1992..
 FS0192.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0192.rate of 0.0 thru 1.0 mm/km.
 FS0192
 FS0192.The geoid height was determined by GEOID03.
 FS0192
 FS0192.The dynamic height is computed by dividing the NAVD 88
 FS0192.geopotential number by the normal gravity value computed on the
 FS0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0192.degrees latitude (g = 980.6199 gals.).
 FS0192
 FS0192.The modeled gravity was interpolated from observed gravity values.
 FS0192
 FS0192;                    North         East    Units  Estimated Accuracy
 FS0192;SPC NV E     - 8,123,930.      230,600.      MT  (+/- 180 meters Scaled)
 FS0192
 FS0192                          SUPERSEDED SURVEY CONTROL
 FS0192
 FS0192  NGVD 29 (??/??/92)  947.297  (m)         3107.92   (f) ADJ UNCH    1 2
 FS0192
 FS0192.Superseded values are not recommended for survey control.
 FS0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0192.See file dsdata.txt to determine how the superseded data were derived.
 FS0192
 FS0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV584705(NAD 83)
 FS0192_MARKER: DB = BENCH MARK DISK
 FS0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0192_STAMPING: HIGHWAY NO 1 NSHD
 FS0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0192+STABILITY: SURFACE MOTION
 FS0192
 FS0192  HISTORY     - Date     Condition        Report By
 FS0192  HISTORY     - UNK      MONUMENTED       NVDH
 FS0192  HISTORY     - 1949     GOOD             NGS
 FS0192  HISTORY     - 1960     GOOD             NGS
 FS0192  HISTORY     - 19870505 MARK NOT FOUND   USPSQD
 FS0192
 FS0192                          STATION DESCRIPTION
 FS0192
 FS0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0192'7.7 MI N FROM JEAN.
 FS0192'7.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0192'AT JEAN, 0.5 MILE SOUTH OF THE SIDING SIGN AT ERIE, 135 FEET
 FS0192'SOUTHEAST OF A SIGNAL AT THE SOUTH END OF ERIE SIDING, 97.1 FEET
 FS0192'EAST OF THE EAST RAIL, 73 FEET SOUTH OF A HIGHWAY CURVE SIGN,
 FS0192'40 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 91, ABOUT LEVEL
 FS0192'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0192'0.5 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS A HIGHWAY
 FS0192'RIGHT-OF-WAY MARKER.
 FS0192
 FS0192                          STATION RECOVERY (1960)
 FS0192
 FS0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FS0192'RECOVERED IN GOOD CONDITION.
 FS0192
 FS0192                          STATION RECOVERY (1987)
 FS0192
 FS0192'RECOVERY NOTE BY US POWER SQUADRON 1987 (PI)
 FS0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0592 ***********************************************************************
 LQ0592  DESIGNATION -  HIGHWAY 40 ROW MARK
 LQ0592  PID         -  LQ0592
 LQ0592  STATE/COUNTY-  NV/ELKO
 LQ0592  USGS QUAD   -  PILOT (1982)
 LQ0592
 LQ0592                         *CURRENT SURVEY CONTROL
 LQ0592  ___________________________________________________________________
 LQ0592* NAD 83(1994)-  40 47 46.40920(N)    114 09 47.48083(W)     ADJUSTED  
 LQ0592* NAVD 88     -      1441.66   (+/-2cm)    4729.8    (feet)  VERTCON   
 LQ0592  ___________________________________________________________________
 LQ0592  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 LQ0592  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 LQ0592
 LQ0592  HORZ ORDER  -  SECOND
 LQ0592  VERT ORDER  -  THIRD ? (See Below)
 LQ0592
 LQ0592.The horizontal coordinates were established by classical geodetic methods
 LQ0592.and adjusted by the National Geodetic Survey in June 1998..
 LQ0592
 LQ0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0592.The vertical order pertains to the NGVD 29 superseded value.
 LQ0592
 LQ0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0592
 LQ0592.The geoid height was determined by GEOID03.
 LQ0592
 LQ0592;                    North         East     Units Scale Factor Converg.
 LQ0592;SPC NV E     - 8,671,988.715   319,841.163   MT  1.00007672   +0 55 40.8
 LQ0592;SPC NV E     -28,451,349.64  1,049,345.55   sFT  1.00007672   +0 55 40.8
 LQ0592;SPC UT C     - 2,276,787.954   275,267.716   MT  1.00003967   -1 42 21.5
 LQ0592;UTM  11      - 4,520,009.258   739,327.890   MT  1.00030505   +1 51 15.7
 LQ0592
 LQ0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0592!SPC NV E     -   0.99977672  x   1.00007672  =   0.99985342
 LQ0592!SPC UT C     -   0.99977672  x   1.00003967  =   0.99981638
 LQ0592!UTM  11      -   0.99977672  x   1.00030505  =   1.00008170
 LQ0592
 LQ0592                          SUPERSEDED SURVEY CONTROL
 LQ0592
 LQ0592  NAD 83(1994)-  40 47 46.40914(N)    114 09 47.48067(W) AD(       ) 2
 LQ0592  NAD 83(1986)-  40 47 46.40262(N)    114 09 47.47421(W) AD(       ) 2
 LQ0592  NAD 27      -  40 47 46.65689(N)    114 09 44.42324(W) AD(       ) 2
 LQ0592  NGVD 29 (07/19/86) 1440.67   (m)         4726.6    (f) LEVELING    3  
 LQ0592
 LQ0592.Superseded values are not recommended for survey control.
 LQ0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0592.See file dsdata.txt to determine how the superseded data were derived.
 LQ0592
 LQ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF3932820009(NAD 83)
 LQ0592_MARKER: I = METAL ROD
 LQ0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0592_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0592+STABILITY: SURFACE MOTION
 LQ0592
 LQ0592  HISTORY     - Date     Condition        Report By
 LQ0592  HISTORY     - 1957     MONUMENTED       NVDH
 LQ0592
 LQ0592                          STATION DESCRIPTION
 LQ0592
 LQ0592'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1957
 LQ0592'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 50 ALTERNATE IN
 LQ0592'WENDOVER, GO NORTHWEST ON U.S. HIGHWAY 40 FOR 7.5 MILES TO
 LQ0592'STATION HARVE ON LEFT.
 LQ0592'
 LQ0592'STATION A NEVADA HIGHWAY DEPARTMENT MARK.  IT
 LQ0592'IS A COPPER PIN SET IN THE TOP OF A SQUARE CONCRETE POST
 LQ0592'WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0180 ***********************************************************************
 MT0180  DESIGNATION -  HIGHWAY 40 STA 001 5 2 5
 MT0180  PID         -  MT0180
 MT0180  STATE/COUNTY-  NV/ELKO
 MT0180  USGS QUAD   -  COBRE (1982)
 MT0180
 MT0180                         *CURRENT SURVEY CONTROL
 MT0180  ___________________________________________________________________
 MT0180* NAD 83(1986)-  41 01 06.     (N)    114 28 20.     (W)     SCALED    
 MT0180* NAVD 88     -      1768.703  (meters)    5802.82   (feet)  ADJUSTED  
 MT0180  ___________________________________________________________________
 MT0180  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 MT0180  DYNAMIC HT  -        1767.210 (meters)    5797.92  (feet)  COMP
 MT0180  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 MT0180
 MT0180  VERT ORDER  -  SECOND    CLASS 0
 MT0180
 MT0180.The horizontal coordinates were scaled from a topographic map and have
 MT0180.an estimated accuracy of +/- 6 seconds.
 MT0180
 MT0180.The orthometric height was determined by differential leveling
 MT0180.and adjusted by the National Geodetic Survey in June 1991..
 MT0180
 MT0180.The geoid height was determined by GEOID03.
 MT0180
 MT0180.The dynamic height is computed by dividing the NAVD 88
 MT0180.geopotential number by the normal gravity value computed on the
 MT0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0180.degrees latitude (g = 980.6199 gals.).
 MT0180
 MT0180.The modeled gravity was interpolated from observed gravity values.
 MT0180
 MT0180;                    North         East    Units  Estimated Accuracy
 MT0180;SPC NV E     - 8,696,280.      293,450.      MT  (+/- 180 meters Scaled)
 MT0180
 MT0180                          SUPERSEDED SURVEY CONTROL
 MT0180
 MT0180  NGVD 29 (??/??/92) 1767.578  (m)         5799.13   (f) ADJ UNCH    2 0
 MT0180
 MT0180.Superseded values are not recommended for survey control.
 MT0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0180.See file dsdata.txt to determine how the superseded data were derived.
 MT0180
 MT0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF125438(NAD 83)
 MT0180_MARKER: DD = SURVEY DISK
 MT0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0180_STAMPING: 001-5-2-5
 MT0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0180+STABILITY: SURFACE MOTION
 MT0180
 MT0180  HISTORY     - Date     Condition        Report By
 MT0180  HISTORY     - UNK      MONUMENTED       NVDH
 MT0180  HISTORY     - 1957     GOOD             NGS
 MT0180
 MT0180                          STATION DESCRIPTION
 MT0180
 MT0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MT0180'1.0 MI SE FROM OASIS.
 MT0180'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 89.0 FEET SOUTH
 MT0180'OF CENTER LINE OF THE HIGHWAY, 4.5 FEET EAST OF WITNESS POST, SET IN A
 MT0180'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0179 ***********************************************************************
 MT0179  DESIGNATION -  HIGHWAY 40 STA 001 5 2 3
 MT0179  PID         -  MT0179
 MT0179  STATE/COUNTY-  NV/ELKO
 MT0179  USGS QUAD   -  COBRE (1982)
 MT0179
 MT0179                         *CURRENT SURVEY CONTROL
 MT0179  ___________________________________________________________________
 MT0179* NAD 83(1986)-  41 01 33.     (N)    114 29 00.     (W)     SCALED    
 MT0179* NAVD 88     -      1784.577  (meters)    5854.90   (feet)  ADJUSTED  
 MT0179  ___________________________________________________________________
 MT0179  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 MT0179  DYNAMIC HT  -        1783.075 (meters)    5849.97  (feet)  COMP
 MT0179  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 MT0179
 MT0179  VERT ORDER  -  SECOND    CLASS 0
 MT0179
 MT0179.The horizontal coordinates were scaled from a topographic map and have
 MT0179.an estimated accuracy of +/- 6 seconds.
 MT0179
 MT0179.The orthometric height was determined by differential leveling
 MT0179.and adjusted by the National Geodetic Survey in June 1991..
 MT0179
 MT0179.The geoid height was determined by GEOID03.
 MT0179
 MT0179.The dynamic height is computed by dividing the NAVD 88
 MT0179.geopotential number by the normal gravity value computed on the
 MT0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0179.degrees latitude (g = 980.6199 gals.).
 MT0179
 MT0179.The modeled gravity was interpolated from observed gravity values.
 MT0179
 MT0179;                    North         East    Units  Estimated Accuracy
 MT0179;SPC NV E     - 8,697,100.      292,500.      MT  (+/- 180 meters Scaled)
 MT0179
 MT0179                          SUPERSEDED SURVEY CONTROL
 MT0179
 MT0179  NGVD 29 (??/??/92) 1783.451  (m)         5851.21   (f) ADJ UNCH    2 0
 MT0179
 MT0179.Superseded values are not recommended for survey control.
 MT0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0179.See file dsdata.txt to determine how the superseded data were derived.
 MT0179
 MT0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF115446(NAD 83)
 MT0179_MARKER: DD = SURVEY DISK
 MT0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0179_STAMPING: 001-5-2-3
 MT0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0179+STABILITY: SURFACE MOTION
 MT0179
 MT0179  HISTORY     - Date     Condition        Report By
 MT0179  HISTORY     - UNK      MONUMENTED       NVDH
 MT0179  HISTORY     - 1957     GOOD             NGS
 MT0179
 MT0179                          STATION DESCRIPTION
 MT0179
 MT0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MT0179'0.2 MI SE FROM OASIS.
 MT0179'0.2 MILE SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 85.0 FEET SOUTH
 MT0179'OF CENTER LINE OF THE HIGHWAY, 3.3 FEET EAST OF WITNESS POST, SET IN A
 MT0179'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0085 ***********************************************************************
 LQ0085  DESIGNATION -  HIGHWAY 40 STA 001 5 2 28
 LQ0085  PID         -  LQ0085
 LQ0085  STATE/COUNTY-  NV/ELKO
 LQ0085  USGS QUAD   -  SILVER ZONE PASS (1982)
 LQ0085
 LQ0085                         *CURRENT SURVEY CONTROL
 LQ0085  ___________________________________________________________________
 LQ0085* NAD 83(1994)-  40 55 21.45317(N)    114 19 26.65994(W)     ADJUSTED  
 LQ0085* NAVD 88     -      1816.258  (meters)    5958.84   (feet)  ADJUSTED  
 LQ0085  ___________________________________________________________________
 LQ0085  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 LQ0085  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 LQ0085  DYNAMIC HT  -        1814.735 (meters)    5953.84  (feet)  COMP
 LQ0085  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 LQ0085
 LQ0085  HORZ ORDER  -  SECOND
 LQ0085  VERT ORDER  -  SECOND    CLASS 0
 LQ0085
 LQ0085.The horizontal coordinates were established by classical geodetic methods
 LQ0085.and adjusted by the National Geodetic Survey in June 1998..
 LQ0085
 LQ0085.The orthometric height was determined by differential leveling
 LQ0085.and adjusted by the National Geodetic Survey in June 1991..
 LQ0085
 LQ0085.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0085
 LQ0085.The geoid height was determined by GEOID03.
 LQ0085
 LQ0085.The dynamic height is computed by dividing the NAVD 88
 LQ0085.geopotential number by the normal gravity value computed on the
 LQ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0085.degrees latitude (g = 980.6199 gals.).
 LQ0085
 LQ0085.The modeled gravity was interpolated from observed gravity values.
 LQ0085
 LQ0085;                    North         East     Units Scale Factor Converg.
 LQ0085;SPC NV E     - 8,685,817.346   306,062.592   MT  1.00003841   +0 49 29.8
 LQ0085;SPC NV E     -28,496,719.08  1,004,140.35   sFT  1.00003841   +0 49 29.8
 LQ0085;UTM  11      - 4,533,615.861   725,324.372   MT  1.00022493   +1 45 12.9
 LQ0085
 LQ0085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0085!SPC NV E     -   0.99971791  x   1.00003841  =   0.99975631
 LQ0085!UTM  11      -   0.99971791  x   1.00022493  =   0.99994278
 LQ0085
 LQ0085                          SUPERSEDED SURVEY CONTROL
 LQ0085
 LQ0085  NAD 83(1994)-  40 55 21.45319(N)    114 19 26.65974(W) AD(       ) 2
 LQ0085  NAD 83(1986)-  40 55 21.44671(N)    114 19 26.65398(W) AD(       ) 2
 LQ0085  NAD 27      -  40 55 21.70931(N)    114 19 23.57976(W) AD(       ) 2
 LQ0085  NGVD 29 (??/??/92) 1815.160  (m)         5955.24   (f) ADJ UNCH    2 0
 LQ0085
 LQ0085.Superseded values are not recommended for survey control.
 LQ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0085.See file dsdata.txt to determine how the superseded data were derived.
 LQ0085
 LQ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF2532433616(NAD 83)
 LQ0085_MARKER: DD = SURVEY DISK
 LQ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0085_STAMPING: 001-5-2-28
 LQ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0085+STABILITY: SURFACE MOTION
 LQ0085
 LQ0085  HISTORY     - Date     Condition        Report By
 LQ0085  HISTORY     - 1957     MONUMENTED       NVDH
 LQ0085  HISTORY     - 1957     GOOD             NGS
 LQ0085
 LQ0085                          STATION DESCRIPTION
 LQ0085
 LQ0085'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1957 (RFL)
 LQ0085'A STANDARD DISK OF THE NEVADA STATE HIGHWAY DEPARTMENT SET
 LQ0085'IN A SQUARE CONCRETE POST (8-INCHES) 202.85 FEET FROM THE
 LQ0085'TRIANGULATION STATION ZONE AT SILVERZONE PASS, AND IS LOCATED
 LQ0085'20 FEET NE OF THE EDGE OF THE CUT ON NORTHEAST SIDE OF U.S.
 LQ0085'HIGHWAY 40, 11.1 MILES EASTWARD FROM OASIS.
 LQ0085
 LQ0085                          STATION RECOVERY (1957)
 LQ0085
 LQ0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LQ0085'11.2 MI SE FROM OASIS.
 LQ0085'11.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 75.0 FEET NORTH
 LQ0085'OF CENTERLINE OF HIGHWAY, 202.9 FEET SOUTHWEST OF STATION ZONE, SET IN
 LQ0085'A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0117 ***********************************************************************
 LQ0117  DESIGNATION -  HIGHWAY 40 STA 001 5 3 25
 LQ0117  PID         -  LQ0117
 LQ0117  STATE/COUNTY-  NV/ELKO
 LQ0117  USGS QUAD   -  PILOT (1982)
 LQ0117
 LQ0117                         *CURRENT SURVEY CONTROL
 LQ0117  ___________________________________________________________________
 LQ0117* NAD 83(1994)-  40 46 19.77618(N)    114 08 18.02518(W)     ADJUSTED  
 LQ0117* NAVD 88     -      1471.701  (meters)    4828.41   (feet)  ADJUSTED  
 LQ0117  ___________________________________________________________________
 LQ0117  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 LQ0117  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 LQ0117  DYNAMIC HT  -        1470.529 (meters)    4824.56  (feet)  COMP
 LQ0117  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 LQ0117
 LQ0117  HORZ ORDER  -  SECOND
 LQ0117  VERT ORDER  -  SECOND    CLASS 0
 LQ0117
 LQ0117.The horizontal coordinates were established by classical geodetic methods
 LQ0117.and adjusted by the National Geodetic Survey in June 1998..
 LQ0117
 LQ0117.The orthometric height was determined by differential leveling
 LQ0117.and adjusted by the National Geodetic Survey in June 1991..
 LQ0117
 LQ0117.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0117
 LQ0117.The geoid height was determined by GEOID03.
 LQ0117
 LQ0117.The dynamic height is computed by dividing the NAVD 88
 LQ0117.geopotential number by the normal gravity value computed on the
 LQ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0117.degrees latitude (g = 980.6199 gals.).
 LQ0117
 LQ0117.The modeled gravity was interpolated from observed gravity values.
 LQ0117
 LQ0117;                    North         East     Units Scale Factor Converg.
 LQ0117;SPC NV E     - 8,669,350.738   321,982.166   MT  1.00008309   +0 56 37.6
 LQ0117;SPC NV E     -28,442,694.88  1,056,369.82   sFT  1.00008309   +0 56 37.6
 LQ0117;SPC UT C     - 2,274,054.495   277,285.143   MT  1.00003269   -1 41 24.2
 LQ0117;UTM  11      - 4,517,405.629   741,511.758   MT  1.00031799   +1 52 11.0
 LQ0117
 LQ0117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0117!SPC NV E     -   0.99977202  x   1.00008309  =   0.99985509
 LQ0117!SPC UT C     -   0.99977202  x   1.00003269  =   0.99980470
 LQ0117!UTM  11      -   0.99977202  x   1.00031799  =   1.00008994
 LQ0117
 LQ0117                          SUPERSEDED SURVEY CONTROL
 LQ0117
 LQ0117  NAD 83(1994)-  40 46 19.77612(N)    114 08 18.02507(W) AD(       ) 2
 LQ0117  NAD 83(1986)-  40 46 19.76944(N)    114 08 18.01844(W) AD(       ) 2
 LQ0117  NAD 27      -  40 46 20.02271(N)    114 08 14.97134(W) AD(       ) 2
 LQ0117  NGVD 29 (??/??/92) 1470.703  (m)         4825.13   (f) ADJ UNCH    2 0
 LQ0117
 LQ0117.Superseded values are not recommended for survey control.
 LQ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0117.See file dsdata.txt to determine how the superseded data were derived.
 LQ0117
 LQ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4151217406(NAD 83)
 LQ0117_MARKER: DD = SURVEY DISK
 LQ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0117_STAMPING: 001-5-3-25
 LQ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0117+STABILITY: SURFACE MOTION
 LQ0117
 LQ0117  HISTORY     - Date     Condition        Report By
 LQ0117  HISTORY     - 1957     MONUMENTED       CGS
 LQ0117  HISTORY     - 1957     GOOD             NGS
 LQ0117  HISTORY     - 1958     GOOD             NGS
 LQ0117
 LQ0117                          STATION DESCRIPTION
 LQ0117
 LQ0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0117'A STANDARD DISK OF THE NEVADA STATE HIGHWAY DEPARTMENT SET
 LQ0117'IN A 8-INCH SQUARE CONCRETE POST, STAMPED 001 - 5 - 3 - 25.
 LQ0117'AND LOCATED ABOUT 5.3 MILES WESTWARD FROM THE JUNCTION OF
 LQ0117'U.S. HIGHWAYS 40 AND 50 ALTERNATE ON WEST SIDE OF WENDOVER,
 LQ0117'UTAH, 56 FEET SW OF CENTER LINE OF U.S. HIGHWAY 40, 17 FEET
 LQ0117'SW OF EDGE OF CUT BANK.
 LQ0117'
 LQ0117'THE MARK IS 500.1 FEET FROM THE TRIANGULATION STATION NIX.
 LQ0117
 LQ0117                          STATION RECOVERY (1957)
 LQ0117
 LQ0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LQ0117'5.2 MI NW FROM WENDOVER, UT.
 LQ0117'5.2 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0117'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, 55.0 FEET
 LQ0117'SOUTHWEST OF CENTERLINE OF HIGHWAY, SET IN A SQUARE CONCRETE POST
 LQ0117'ABOUT 3 FEET HIGHER THAN THE HIGHWAY AND PROJECTING 3 INCHES ABOVE
 LQ0117'GROUND SURFACE.
 LQ0117
 LQ0117                          STATION RECOVERY (1958)
 LQ0117
 LQ0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0302 ***********************************************************************
 MT0302  DESIGNATION -  HIGHWAY 40 STA 1147+60 PC
 MT0302  PID         -  MT0302
 MT0302  STATE/COUNTY-  NV/ELKO
 MT0302  USGS QUAD   -  PEQUOP SUMMIT (1982)
 MT0302
 MT0302                         *CURRENT SURVEY CONTROL
 MT0302  ___________________________________________________________________
 MT0302* NAD 83(1986)-  41 04 40.     (N)    114 34 48.     (W)     SCALED    
 MT0302* NAVD 88     -      2091.266  (meters)    6861.10   (feet)  ADJUSTED  
 MT0302  ___________________________________________________________________
 MT0302  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 MT0302  DYNAMIC HT  -        2089.471 (meters)    6855.21  (feet)  COMP
 MT0302  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 MT0302
 MT0302  VERT ORDER  -  SECOND    CLASS 0
 MT0302
 MT0302.The horizontal coordinates were scaled from a topographic map and have
 MT0302.an estimated accuracy of +/- 6 seconds.
 MT0302
 MT0302.The orthometric height was determined by differential leveling
 MT0302.and adjusted by the National Geodetic Survey in June 1991..
 MT0302
 MT0302.The geoid height was determined by GEOID03.
 MT0302
 MT0302.The dynamic height is computed by dividing the NAVD 88
 MT0302.geopotential number by the normal gravity value computed on the
 MT0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0302.degrees latitude (g = 980.6199 gals.).
 MT0302
 MT0302.The modeled gravity was interpolated from observed gravity values.
 MT0302
 MT0302;                    North         East    Units  Estimated Accuracy
 MT0302;SPC NV E     - 8,702,770.      284,310.      MT  (+/- 180 meters Scaled)
 MT0302
 MT0302                          SUPERSEDED SURVEY CONTROL
 MT0302
 MT0302  NGVD 29 (??/??/92) 2090.101  (m)         6857.27   (f) ADJ UNCH    2 0
 MT0302
 MT0302.Superseded values are not recommended for survey control.
 MT0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0302.See file dsdata.txt to determine how the superseded data were derived.
 MT0302
 MT0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF032502(NAD 83)
 MT0302_MARKER: DD = SURVEY DISK
 MT0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0302_STAMPING: 71.29 A 11 47+60 PC 90 8/9/57
 MT0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0302+STABILITY: SURFACE MOTION
 MT0302
 MT0302  HISTORY     - Date     Condition        Report By
 MT0302  HISTORY     - 1957     MONUMENTED       NVDH
 MT0302  HISTORY     - 1957     GOOD             NGS
 MT0302
 MT0302                          STATION DESCRIPTION
 MT0302
 MT0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MT0302'6.4 MI NW FROM OASIS.
 MT0302'6.4 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM OASIS, 72.0 FEET NORTH
 MT0302'OF CENTER LINE OF THE HIGHWAY, 123.6 FEET SOUTH OF B.M. P 143, SET IN
 MT0302'A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0303 ***********************************************************************
 MT0303  DESIGNATION -  HIGHWAY 40 STA 1177+91 POC
 MT0303  PID         -  MT0303
 MT0303  STATE/COUNTY-  NV/ELKO
 MT0303  USGS QUAD   -  PEQUOP SUMMIT (1982)
 MT0303
 MT0303                         *CURRENT SURVEY CONTROL
 MT0303  ___________________________________________________________________
 MT0303* NAD 83(1986)-  41 04 40.     (N)    114 34 08.     (W)     SCALED    
 MT0303* NAVD 88     -      2124.963  (meters)    6971.65   (feet)  ADJUSTED  
 MT0303  ___________________________________________________________________
 MT0303  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 MT0303  DYNAMIC HT  -        2123.115 (meters)    6965.59  (feet)  COMP
 MT0303  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 MT0303
 MT0303  VERT ORDER  -  SECOND    CLASS 0
 MT0303
 MT0303.The horizontal coordinates were scaled from a topographic map and have
 MT0303.an estimated accuracy of +/- 6 seconds.
 MT0303
 MT0303.The orthometric height was determined by differential leveling
 MT0303.and adjusted by the National Geodetic Survey in June 1991..
 MT0303
 MT0303.The geoid height was determined by GEOID03.
 MT0303
 MT0303.The dynamic height is computed by dividing the NAVD 88
 MT0303.geopotential number by the normal gravity value computed on the
 MT0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0303.degrees latitude (g = 980.6199 gals.).
 MT0303
 MT0303.The modeled gravity was interpolated from observed gravity values.
 MT0303
 MT0303;                    North         East    Units  Estimated Accuracy
 MT0303;SPC NV E     - 8,702,780.      285,240.      MT  (+/- 180 meters Scaled)
 MT0303
 MT0303                          SUPERSEDED SURVEY CONTROL
 MT0303
 MT0303  NGVD 29 (??/??/92) 2123.780  (m)         6967.77   (f) ADJ UNCH    2 0
 MT0303
 MT0303.Superseded values are not recommended for survey control.
 MT0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0303.See file dsdata.txt to determine how the superseded data were derived.
 MT0303
 MT0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF042502(NAD 83)
 MT0303_MARKER: DD = SURVEY DISK
 MT0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0303_STAMPING: 70.18 A 1177 + 91.93 POC 8/9/57
 MT0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0303+STABILITY: SURFACE MOTION
 MT0303
 MT0303  HISTORY     - Date     Condition        Report By
 MT0303  HISTORY     - 1957     MONUMENTED       NVDH
 MT0303  HISTORY     - 1957     GOOD             NGS
 MT0303  HISTORY     - 1972     GOOD             NGS
 MT0303
 MT0303                          STATION DESCRIPTION
 MT0303
 MT0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MT0303'5.8 MI NW FROM OASIS.
 MT0303'5.8 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM OASIS, ABOUT 150 FEET
 MT0303'WEST OF SIGN PEQUOP SUMMIT ELEV 6967, 72.0 FEET NORTH OF CENTER LINE
 MT0303'OF THE HIGHWAY, IN LINE WITH PAINTED CATTLE GUARD, AND DIRECTLY ON A
 MT0303'NORTH-SOUTH FENCE LINE, SET IN A ROUND CONCRETE POST PROJECTING 3
 MT0303'INCHES ABOVE GROUND SURFACE.
 MT0303
 MT0303                          STATION RECOVERY (1972)
 MT0303
 MT0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MT0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0308 ***********************************************************************
 MT0308  DESIGNATION -  HIGHWAY 40 STA 1314+43.36
 MT0308  PID         -  MT0308
 MT0308  STATE/COUNTY-  NV/ELKO
 MT0308  USGS QUAD   -  PEQUOP SUMMIT (1982)
 MT0308
 MT0308                         *CURRENT SURVEY CONTROL
 MT0308  ___________________________________________________________________
 MT0308* NAD 83(1986)-  41 03 48.     (N)    114 31 33.     (W)     SCALED    
 MT0308* NAVD 88     -      1932.871  (meters)    6341.43   (feet)  ADJUSTED  
 MT0308  ___________________________________________________________________
 MT0308  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 MT0308  DYNAMIC HT  -        1931.252 (meters)    6336.12  (feet)  COMP
 MT0308  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 MT0308
 MT0308  VERT ORDER  -  SECOND    CLASS 0
 MT0308
 MT0308.The horizontal coordinates were scaled from a topographic map and have
 MT0308.an estimated accuracy of +/- 6 seconds.
 MT0308
 MT0308.The orthometric height was determined by differential leveling
 MT0308.and adjusted by the National Geodetic Survey in June 1991..
 MT0308
 MT0308.The geoid height was determined by GEOID03.
 MT0308
 MT0308.The dynamic height is computed by dividing the NAVD 88
 MT0308.geopotential number by the normal gravity value computed on the
 MT0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0308.degrees latitude (g = 980.6199 gals.).
 MT0308
 MT0308.The modeled gravity was interpolated from observed gravity values.
 MT0308
 MT0308;                    North         East    Units  Estimated Accuracy
 MT0308;SPC NV E     - 8,701,220.      288,880.      MT  (+/- 180 meters Scaled)
 MT0308
 MT0308                          SUPERSEDED SURVEY CONTROL
 MT0308
 MT0308  NGVD 29 (??/??/92) 1931.743  (m)         6337.73   (f) ADJ UNCH    2 0
 MT0308
 MT0308.Superseded values are not recommended for survey control.
 MT0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0308.See file dsdata.txt to determine how the superseded data were derived.
 MT0308
 MT0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF078487(NAD 83)
 MT0308_MARKER: DD = SURVEY DISK
 MT0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0308_STAMPING: 1314 + 43.36
 MT0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0308+STABILITY: SURFACE MOTION
 MT0308
 MT0308  HISTORY     - Date     Condition        Report By
 MT0308  HISTORY     - UNK      MONUMENTED       NVDH
 MT0308  HISTORY     - 1957     GOOD             NGS
 MT0308
 MT0308                          STATION DESCRIPTION
 MT0308
 MT0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MT0308'3.2 MI NW FROM OASIS.
 MT0308'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM OASIS, 150.0 FEET
 MT0308'NORTHEAST OF CENTER LINE OF THE HIGHWAY, 181.0 FEET NORTHWEST OF
 MT0308'PEQUOP MAINTENANCE STATION SIGN, 1.0 FOOT EAST OF WITNESS POST, SET IN
 MT0308'A ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0309 ***********************************************************************
 MT0309  DESIGNATION -  HIGHWAY 40 STA 1362+69.70
 MT0309  PID         -  MT0309
 MT0309  STATE/COUNTY-  NV/ELKO
 MT0309  USGS QUAD   -  PEQUOP SUMMIT (1982)
 MT0309
 MT0309                         *CURRENT SURVEY CONTROL
 MT0309  ___________________________________________________________________
 MT0309* NAD 83(1986)-  41 03 12.     (N)    114 30 49.     (W)     SCALED    
 MT0309* NAVD 88     -      1875.149  (meters)    6152.05   (feet)  ADJUSTED  
 MT0309  ___________________________________________________________________
 MT0309  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 MT0309  DYNAMIC HT  -        1873.571 (meters)    6146.87  (feet)  COMP
 MT0309  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 MT0309
 MT0309  VERT ORDER  -  SECOND    CLASS 0
 MT0309
 MT0309.The horizontal coordinates were scaled from a topographic map and have
 MT0309.an estimated accuracy of +/- 6 seconds.
 MT0309
 MT0309.The orthometric height was determined by differential leveling
 MT0309.and adjusted by the National Geodetic Survey in June 1991..
 MT0309
 MT0309.The geoid height was determined by GEOID03.
 MT0309
 MT0309.The dynamic height is computed by dividing the NAVD 88
 MT0309.geopotential number by the normal gravity value computed on the
 MT0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0309.degrees latitude (g = 980.6199 gals.).
 MT0309
 MT0309.The modeled gravity was interpolated from observed gravity values.
 MT0309
 MT0309;                    North         East    Units  Estimated Accuracy
 MT0309;SPC NV E     - 8,700,120.      289,920.      MT  (+/- 180 meters Scaled)
 MT0309
 MT0309                          SUPERSEDED SURVEY CONTROL
 MT0309
 MT0309  NGVD 29 (??/??/92) 1874.016  (m)         6148.33   (f) ADJ UNCH    2 0
 MT0309
 MT0309.Superseded values are not recommended for survey control.
 MT0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0309.See file dsdata.txt to determine how the superseded data were derived.
 MT0309
 MT0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF089476(NAD 83)
 MT0309_MARKER: DD = SURVEY DISK
 MT0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0309_STAMPING: 1362 + 69.70
 MT0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0309+STABILITY: SURFACE MOTION
 MT0309
 MT0309  HISTORY     - Date     Condition        Report By
 MT0309  HISTORY     - UNK      MONUMENTED       NVDH
 MT0309  HISTORY     - 1957     GOOD             NGS
 MT0309
 MT0309                          STATION DESCRIPTION
 MT0309
 MT0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MT0309'2.3 MI NW FROM OASIS.
 MT0309'2.3 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM OASIS, 151.0 FEET EAST
 MT0309'OF CENTER LINE OF THE HIGHWAY, 1.0 FOOT NORTH OF WITNESS POST, SET IN
 MT0309'A ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0310 ***********************************************************************
 MT0310  DESIGNATION -  HIGHWAY 40 STA 1396+90.37
 MT0310  PID         -  MT0310
 MT0310  STATE/COUNTY-  NV/ELKO
 MT0310  USGS QUAD   -  PEQUOP SUMMIT (1982)
 MT0310
 MT0310                         *CURRENT SURVEY CONTROL
 MT0310  ___________________________________________________________________
 MT0310* NAD 83(1986)-  41 02 48.     (N)    114 30 27.     (W)     SCALED    
 MT0310* NAVD 88     -      1844.254  (meters)    6050.69   (feet)  ADJUSTED  
 MT0310  ___________________________________________________________________
 MT0310  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 MT0310  DYNAMIC HT  -        1842.702 (meters)    6045.60  (feet)  COMP
 MT0310  MODELED GRAV-     979,716.3   (mgal)                       NAVD 88
 MT0310
 MT0310  VERT ORDER  -  SECOND    CLASS 0
 MT0310
 MT0310.The horizontal coordinates were scaled from a topographic map and have
 MT0310.an estimated accuracy of +/- 6 seconds.
 MT0310
 MT0310.The orthometric height was determined by differential leveling
 MT0310.and adjusted by the National Geodetic Survey in June 1991..
 MT0310
 MT0310.The geoid height was determined by GEOID03.
 MT0310
 MT0310.The dynamic height is computed by dividing the NAVD 88
 MT0310.geopotential number by the normal gravity value computed on the
 MT0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0310.degrees latitude (g = 980.6199 gals.).
 MT0310
 MT0310.The modeled gravity was interpolated from observed gravity values.
 MT0310
 MT0310;                    North         East    Units  Estimated Accuracy
 MT0310;SPC NV E     - 8,699,390.      290,440.      MT  (+/- 180 meters Scaled)
 MT0310
 MT0310                          SUPERSEDED SURVEY CONTROL
 MT0310
 MT0310  NGVD 29 (??/??/92) 1843.121  (m)         6046.97   (f) ADJ UNCH    2 0
 MT0310
 MT0310.Superseded values are not recommended for survey control.
 MT0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0310.See file dsdata.txt to determine how the superseded data were derived.
 MT0310
 MT0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF094469(NAD 83)
 MT0310_MARKER: DD = SURVEY DISK
 MT0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0310_STAMPING: 1396 + 90.37
 MT0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0310+STABILITY: SURFACE MOTION
 MT0310
 MT0310  HISTORY     - Date     Condition        Report By
 MT0310  HISTORY     - UNK      MONUMENTED       NVDH
 MT0310  HISTORY     - 1957     GOOD             NGS
 MT0310  HISTORY     - 1970     GOOD             USGS
 MT0310
 MT0310                          STATION DESCRIPTION
 MT0310
 MT0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MT0310'1.7 MI NW FROM OASIS.
 MT0310'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM OASIS, 151.0 FEET EAST
 MT0310'OF THE HIGHWAY, 86.0 FEET SOUTHWEST OF B.M. U 143 (N.H.D.), 1.0 FOOT
 MT0310'EAST OF WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH WITH THE
 MT0310'GROUND.
 MT0310
 MT0310                          STATION RECOVERY (1970)
 MT0310
 MT0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MT0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0174 ***********************************************************************
 MT0174  DESIGNATION -  HIGHWAY 40 STA 9+98.67
 MT0174  PID         -  MT0174
 MT0174  STATE/COUNTY-  NV/ELKO
 MT0174  USGS QUAD   -  COBRE (1982)
 MT0174
 MT0174                         *CURRENT SURVEY CONTROL
 MT0174  ___________________________________________________________________
 MT0174* NAD 83(1986)-  41 02 11.     (N)    114 29 52.     (W)     SCALED    
 MT0174* NAVD 88     -      1809.679  (meters)    5937.26   (feet)  ADJUSTED  
 MT0174  ___________________________________________________________________
 MT0174  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 MT0174  DYNAMIC HT  -        1808.155 (meters)    5932.26  (feet)  COMP
 MT0174  MODELED GRAV-     979,717.5   (mgal)                       NAVD 88
 MT0174
 MT0174  VERT ORDER  -  SECOND    CLASS 0
 MT0174
 MT0174.The horizontal coordinates were scaled from a topographic map and have
 MT0174.an estimated accuracy of +/- 6 seconds.
 MT0174
 MT0174.The orthometric height was determined by differential leveling
 MT0174.and adjusted by the National Geodetic Survey in June 1991..
 MT0174
 MT0174.The geoid height was determined by GEOID03.
 MT0174
 MT0174.The dynamic height is computed by dividing the NAVD 88
 MT0174.geopotential number by the normal gravity value computed on the
 MT0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0174.degrees latitude (g = 980.6199 gals.).
 MT0174
 MT0174.The modeled gravity was interpolated from observed gravity values.
 MT0174
 MT0174;                    North         East    Units  Estimated Accuracy
 MT0174;SPC NV E     - 8,698,250.      291,280.      MT  (+/- 180 meters Scaled)
 MT0174
 MT0174                          SUPERSEDED SURVEY CONTROL
 MT0174
 MT0174  NGVD 29 (??/??/92) 1808.549  (m)         5933.55   (f) ADJ UNCH    2 0
 MT0174
 MT0174.Superseded values are not recommended for survey control.
 MT0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0174.See file dsdata.txt to determine how the superseded data were derived.
 MT0174
 MT0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF103458(NAD 83)
 MT0174_MARKER: DD = SURVEY DISK
 MT0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0174_STAMPING: 9 + 98.67
 MT0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0174+STABILITY: SURFACE MOTION
 MT0174
 MT0174  HISTORY     - Date     Condition        Report By
 MT0174  HISTORY     - UNK      MONUMENTED       NVDH
 MT0174  HISTORY     - 1957     GOOD             NGS
 MT0174
 MT0174                          STATION DESCRIPTION
 MT0174
 MT0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MT0174'0.8 MI NW FROM OASIS.
 MT0174'0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 40 FROM OASIS, 100.0 FEET EAST
 MT0174'OF CENTER LINE OF THE HIGHWAY, 75.0 FEET EAST OF THE NORTHEAST CORNER
 MT0174'OF A CONCRETE CULVERT UNDER THE HIGHWAY, 1.0 FOOT SOUTHEAST OF WITNESS
 MT0174'POST, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0052 ***********************************************************************
 KQ0052  DESIGNATION -  HIGHWAY 50 STA 1333+43.9
 KQ0052  PID         -  KQ0052
 KQ0052  STATE/COUNTY-  NV/LANDER
 KQ0052  USGS QUAD   -  JACKRABBIT SPRING (1989)
 KQ0052
 KQ0052                         *CURRENT SURVEY CONTROL
 KQ0052  ___________________________________________________________________
 KQ0052* NAD 83(1986)-  39 29 36.     (N)    116 31 40.     (W)     SCALED    
 KQ0052* NAVD 88     -      1911.963  (meters)    6272.83   (feet)  ADJUSTED  
 KQ0052  ___________________________________________________________________
 KQ0052  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 KQ0052  DYNAMIC HT  -        1909.996 (meters)    6266.38  (feet)  COMP
 KQ0052  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 KQ0052
 KQ0052  VERT ORDER  -  FIRST     CLASS II
 KQ0052
 KQ0052.The horizontal coordinates were scaled from a topographic map and have
 KQ0052.an estimated accuracy of +/- 6 seconds.
 KQ0052
 KQ0052.The orthometric height was determined by differential leveling
 KQ0052.and adjusted by the National Geodetic Survey in June 1991..
 KQ0052
 KQ0052.The geoid height was determined by GEOID03.
 KQ0052
 KQ0052.The dynamic height is computed by dividing the NAVD 88
 KQ0052.geopotential number by the normal gravity value computed on the
 KQ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0052.degrees latitude (g = 980.6199 gals.).
 KQ0052
 KQ0052.The modeled gravity was interpolated from observed gravity values.
 KQ0052
 KQ0052;                    North         East    Units  Estimated Accuracy
 KQ0052;SPC NV C     - 6,526,370.      511,950.      MT  (+/- 180 meters Scaled)
 KQ0052
 KQ0052                          SUPERSEDED SURVEY CONTROL
 KQ0052
 KQ0052  NGVD 29 (??/??/92) 1910.674  (m)         6268.60   (f) ADJ UNCH    1 2
 KQ0052
 KQ0052.Superseded values are not recommended for survey control.
 KQ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0052.See file dsdata.txt to determine how the superseded data were derived.
 KQ0052
 KQ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND406716(NAD 83)
 KQ0052_MARKER: DD = SURVEY DISK
 KQ0052_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KQ0052_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KQ0052_STAMPING: 1333+43.9 6287.22 1926
 KQ0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0052
 KQ0052  HISTORY     - Date     Condition        Report By
 KQ0052  HISTORY     - 1926     MONUMENTED       BPR
 KQ0052  HISTORY     - 1934     GOOD             NGS
 KQ0052
 KQ0052                          STATION DESCRIPTION
 KQ0052
 KQ0052'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1926
 KQ0052'7.5 MI W FROM TWIN SPRINGS.
 KQ0052'IN LANDER COUNTY, 7.5 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE
 KQ0052'SERVICE STATION AT TWIN SPRINGS, EUREKA COUNTY, AND 35 FEET SOUTH OF
 KQ0052'THE CENTERLINE OF THE HIGHWAY.  A U.S. BUREAU OF PUBLIC ROADS STANDARD
 KQ0052'CAP, STAMPED 1333+43.9 6287.22 1926 AND FASTENED ON THE TOP OF AN IRON
 KQ0052'PIPE.
 KQ0052
 KQ0052                          STATION RECOVERY (1934)
 KQ0052
 KQ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KQ0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0658 ***********************************************************************
 LQ0658  DESIGNATION -  HIGHWAY 93 STA 239+84.96 60.00
 LQ0658  PID         -  LQ0658
 LQ0658  STATE/COUNTY-  NV/ELKO
 LQ0658  USGS QUAD   -  GOSHUTE LAKE NORTH (1982)
 LQ0658
 LQ0658                         *CURRENT SURVEY CONTROL
 LQ0658  ___________________________________________________________________
 LQ0658* NAD 83(1994)-  40 07 42.69050(N)    114 38 15.16879(W)     ADJUSTED  
 LQ0658* NAVD 88     -      1793.     (meters)    5883.     (feet)  SCALED    
 LQ0658  ___________________________________________________________________
 LQ0658  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 LQ0658  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 LQ0658
 LQ0658  HORZ ORDER  -  SECOND
 LQ0658
 LQ0658.The horizontal coordinates were established by classical geodetic methods
 LQ0658.and adjusted by the National Geodetic Survey in June 1998..
 LQ0658.No horizontal observational check was made to the station.
 LQ0658
 LQ0658.The orthometric height was scaled from a topographic map.
 LQ0658
 LQ0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0658
 LQ0658.The geoid height was determined by GEOID03.
 LQ0658
 LQ0658;                    North         East     Units Scale Factor Converg.
 LQ0658;SPC NV E     - 8,597,310.704   280,605.295   MT  0.99997996   +0 36 34.5
 LQ0658;SPC NV E     -28,206,343.53    920,619.21   sFT  0.99997996   +0 36 34.5
 LQ0658;UTM  11      - 4,444,697.831   701,289.472   MT  1.00009881   +1 31 23.2
 LQ0658
 LQ0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0658!SPC NV E     -   0.99972175  x   0.99997996  =   0.99970172
 LQ0658!UTM  11      -   0.99972175  x   1.00009881  =   0.99982054
 LQ0658
 LQ0658                          SUPERSEDED SURVEY CONTROL
 LQ0658
 LQ0658  NAD 83(1994)-  40 07 42.69016(N)    114 38 15.16849(W) AD(       ) 2
 LQ0658  NAD 83(1986)-  40 07 42.68530(N)    114 38 15.16779(W) AD(       ) 2
 LQ0658  NAD 27      -  40 07 42.93116(N)    114 38 12.09159(W) AD(       ) 2
 LQ0658
 LQ0658.Superseded values are not recommended for survey control.
 LQ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0658.See file dsdata.txt to determine how the superseded data were derived.
 LQ0658
 LQ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE0128944698(NAD 83)
 LQ0658_MARKER: DS = TRIANGULATION STATION DISK
 LQ0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0658+STABILITY: SURFACE MOTION
 LQ0658
 LQ0658  HISTORY     - Date     Condition        Report By
 LQ0658  HISTORY     - 1965     MONUMENTED       CGS
 LQ0658
 LQ0658                          STATION DESCRIPTION
 LQ0658
 LQ0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LQ0658'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 93 AND
 LQ0658'ALTERNATE 50, WHICH IS ABOUT 47 MILES NORTH OF MC GILL OR
 LQ0658'76 MILES SOUTH-SOUTHEAST OF WELLS, GO NORTH-NORTHWEST ON
 LQ0658'U.S. HIGHWAY 93 FOR 4.1 MILES TO ELKO-WHITE PINE COUNTY SIGN
 LQ0658'ON LEFT AND AZIMUTH MARK (NHD) AS DESCRIBED.  CONTINUE
 LQ0658'NORTH-NORTHWEST ON U.S. HIGHWAY 93 FOR 0.65 MILE TO STATION
 LQ0658'ON LEFT AS DESCRIBED.
 LQ0658'
 LQ0658'THE MARK IS A NEVADA HIGHWAY DEPARTMENT STATION MARK
 LQ0658'STAMPED 04 239+84.96 60.00 90 DEG IS SET IN TOP OF A CYLINDERICAL
 LQ0658'CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND.  THE
 LQ0658'MARK IS 61.5 FEET WEST-SOUTHWEST OF CENTER OF HIGHWAY AND
 LQ0658'34.5 FEET EAST-NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1913 ***********************************************************************
 GR1913  DESIGNATION -  HIGHWAY 93 STA A 24+69.47 POT
 GR1913  PID         -  GR1913
 GR1913  STATE/COUNTY-  NV/LINCOLN
 GR1913  USGS QUAD   -  WILDCAT WASH SW (1980)
 GR1913
 GR1913                         *CURRENT SURVEY CONTROL
 GR1913  ___________________________________________________________________
 GR1913* NAD 83(1994)-  36 51 36.35224(N)    114 57 25.23118(W)     ADJUSTED  
 GR1913* NAVD 88     -       779.5    (meters)    2557.     (feet)  VERTCON   
 GR1913  ___________________________________________________________________
 GR1913  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 GR1913  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 GR1913
 GR1913  HORZ ORDER  -  SECOND
 GR1913
 GR1913.The horizontal coordinates were established by classical geodetic methods
 GR1913.and adjusted by the National Geodetic Survey in June 1998..
 GR1913
 GR1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1913
 GR1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1913
 GR1913.The geoid height was determined by GEOID03.
 GR1913
 GR1913;                    North         East     Units Scale Factor Converg.
 GR1913;SPC NV E     - 8,234,286.513   255,846.910   MT  0.99993841   +0 22 32.6
 GR1913;SPC NV E     -27,015,321.67    839,391.07   sFT  0.99993841   +0 22 32.6
 GR1913;UTM  11      - 4,081,300.943   682,120.747   MT  1.00000863   +1 13 33.1
 GR1913
 GR1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1913!SPC NV E     -   0.99988179  x   0.99993841  =   0.99982021
 GR1913!UTM  11      -   0.99988179  x   1.00000863  =   0.99989042
 GR1913
 GR1913:                Primary Azimuth Mark                     Grid Az
 GR1913:SPC NV E     -  W 302                                    061 27 21.3
 GR1913:UTM  11      -  W 302                                    060 36 20.8
 GR1913
 GR1913|---------------------------------------------------------------------|
 GR1913| PID    Reference Object                     Distance      Geod. Az  |
 GR1913|                                                           dddmmss.s |
 GR1913| GR0806 W 302                               APPROX. 6.9 KM 0614953.9 |
 GR1913| CC6532 HIGHWAY 93 STA A 24+69.47 RM 2       10.517 METERS 07702     |
 GR1913| CC6531 HIGHWAY 93 STA A 24+69.47 RM 1       11.343 METERS 18529     |
 GR1913|---------------------------------------------------------------------|
 GR1913
 GR1913                          SUPERSEDED SURVEY CONTROL
 GR1913
 GR1913  NAD 83(1994)-  36 51 36.35108(N)    114 57 25.22884(W) AD(       ) 2
 GR1913  NAD 83(1992)-  36 51 36.34759(N)    114 57 25.22789(W) AD(       ) 2
 GR1913  NAD 83(1992)-  36 51 36.34767(N)    114 57 25.22749(W) AD(       ) 2
 GR1913  NAD 83(1986)-  36 51 36.34559(N)    114 57 25.22691(W) AD(       ) 2
 GR1913  NAD 27      -  36 51 36.45794(N)    114 57 22.21741(W) AD(       ) 2
 GR1913  NGVD 29 (07/19/86)  778.8    (m)         2555.     (f) VERT ANG       
 GR1913
 GR1913.Superseded values are not recommended for survey control.
 GR1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1913.See file dsdata.txt to determine how the superseded data were derived.
 GR1913
 GR1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8212181301(NAD 83)
 GR1913_MARKER: DD = SURVEY DISK
 GR1913_SETTING: 0 = UNSPECIFIED SETTING
 GR1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR1913+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2003
 GR1913
 GR1913  HISTORY     - Date     Condition        Report By
 GR1913  HISTORY     - 1969     MONUMENTED       NVDH
 GR1913  HISTORY     - 20031017 GOOD             INDIV
 GR1913
 GR1913                          STATION DESCRIPTION
 GR1913
 GR1913'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1969
 GR1913'TO REACH FROM THE STANDARD SERVICE STATION IN GLENDALE, DRIVE
 GR1913'N. ON NEVADA HIGHWAY 7 FOR 24.5 MI. TO THE JUNCTION OF NEVADA
 GR1913'7 AND U.S. HIGHWAY 93.  THENCE N. ALONG U.S. HIGHWAY 93 FOR
 GR1913'4.3 MI. (0.4 MI. N. OF LINCOLN-CLARK COUNTY LINE).  STATION IS
 GR1913'75 FT. E. OF CENTERLINE OF THE HIGHWAY.
 GR1913'
 GR1913'STATION MARK--NEVADA HIGHWAY DEPARTMENT TABLET STAMPED A 24 +
 GR1913'69.47 POT DIST. 75.07 SET IN CONCRETE POST.
 GR1913'
 GR1913'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 GR1913'STAMPED NO 1 1969 SET IN COPPERWELD ROD 0.5 FT. BELOW STATION
 GR1913'MARK.
 GR1913'
 GR1913'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 GR1913'STAMPED NO 2 1969 SET IN COPPERWELD ROD 1.6 FT. BELOW STATION
 GR1913'MARK.
 GR1913
 GR1913                          STATION RECOVERY (2003)
 GR1913
 GR1913'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DP)
 GR1913'I THINK THE DESCRIPTION IS FIND EXCEPT FOR HIGHWAY 7 IS NOW HWY168
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0779 ***********************************************************************
 MT0779  DESIGNATION -  HIGHWAY 93 STA B 222+4179 90 POT
 MT0779  PID         -  MT0779
 MT0779  STATE/COUNTY-  NV/ELKO
 MT0779  USGS QUAD   -  MIDDLE STACK MOUNTAI (1989)
 MT0779
 MT0779                         *CURRENT SURVEY CONTROL
 MT0779  ___________________________________________________________________
 MT0779* NAD 83(1994)-  41 48 20.32948(N)    114 44 08.69133(W)     ADJUSTED  
 MT0779* NAVD 88     -      1620.2    (meters)    5316.     (feet)  VERTCON   
 MT0779  ___________________________________________________________________
 MT0779  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 MT0779  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 MT0779
 MT0779  HORZ ORDER  -  SECOND
 MT0779
 MT0779.The horizontal coordinates were established by classical geodetic methods
 MT0779.and adjusted by the National Geodetic Survey in June 1998..
 MT0779
 MT0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0779
 MT0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0779
 MT0779.The geoid height was determined by GEOID03.
 MT0779
 MT0779;                    North         East     Units Scale Factor Converg.
 MT0779;SPC NV E     - 8,783,460.454   270,429.649   MT  0.99996102   +0 33 54.1
 MT0779;SPC NV E     -28,817,069.84    887,234.61   sFT  0.99996102   +0 33 54.1
 MT0779;UTM  11      - 4,630,676.024   688,095.063   MT  1.00003538   +1 30 35.3
 MT0779
 MT0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0779!SPC NV E     -   0.99974838  x   0.99996102  =   0.99970941
 MT0779!UTM  11      -   0.99974838  x   1.00003538  =   0.99978375
 MT0779
 MT0779:                Primary Azimuth Mark                     Grid Az
 MT0779:SPC NV E     -  JACINTO                                  019 09 30.9
 MT0779:UTM  11      -  JACINTO                                  018 12 49.7
 MT0779
 MT0779|---------------------------------------------------------------------|
 MT0779| PID    Reference Object                     Distance      Geod. Az  |
 MT0779|                                                           dddmmss.s |
 MT0779| MT0778 JACINTO                             APPROX. 6.5 KM 0194325.0 |
 MT0779| DD6714 HIGHWAY 93 STA B 222+4179 RM 1       12.905 METERS 03517     |
 MT0779| DD6715 HIGHWAY 93 STA B 222+4179 RM 2        4.653 METERS 12438     |
 MT0779|---------------------------------------------------------------------|
 MT0779
 MT0779                          SUPERSEDED SURVEY CONTROL
 MT0779
 MT0779  NAD 83(1994)-  41 48 20.32901(N)    114 44 08.68970(W) AD(       ) 2
 MT0779  NAD 83(1986)-  41 48 20.32694(N)    114 44 08.68541(W) AD(       ) 2
 MT0779  NAD 27      -  41 48 20.64346(N)    114 44 05.55185(W) AD(       ) 2
 MT0779  NGVD 29 (07/19/86) 1619.1    (m)         5312.     (f) VERT ANG       
 MT0779
 MT0779.Superseded values are not recommended for survey control.
 MT0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0779.See file dsdata.txt to determine how the superseded data were derived.
 MT0779
 MT0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG8809530676(NAD 83)
 MT0779_MARKER: Z = SEE DESCRIPTION
 MT0779_SETTING: 0 = UNSPECIFIED SETTING
 MT0779
 MT0779  HISTORY     - Date     Condition        Report By
 MT0779  HISTORY     - 1968     MONUMENTED       USGS
 MT0779
 MT0779                          STATION DESCRIPTION
 MT0779
 MT0779'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MT0779'LOCATED ABOUT 5.5 MI. (AIRLINE) ENE OF L AND D MT.  ABOUT 4.5 MI.
 MT0779'W. OF MIDDLE STACK MT.  ABOUT 2.7 MI. N. OF CONTACT, NEVADA.
 MT0779'115 FT. W. OF THE HIGHWAY.  ABOUT 4 FT. HIGHER THAN HIGHWAY.
 MT0779'14.5 FT. W. OF THE FENCE.
 MT0779'
 MT0779'TO REACH FROM CONTACT GO N. ON U.S. HIGHWAY 93 FOR 2.7 MI. TO A
 MT0779'DIRT RD. LEFT (W.) TURN LEFT AND GO THROUGH RIGHT-OF-WAY FENCE,
 MT0779'ABOUT 100 FT. FROM CENTERLINE OF HIGHWAY.  STATION IS 14.5 FT.
 MT0779'W. OF FENCE, AND 23 FT. FROM CENTERLINE OF RD. AT FENCE.
 MT0779'
 MT0779'STATION MARK--A NEVADA STATE HIGHWAY DEPT. TABLET SET IN CONCRETE
 MT0779'AND FLUSH WITH GROUND, STAMPED DIST. 115.02 - STA. B-222+4179
 MT0779'ANGLE 90 P.O.T.
 MT0779'
 MT0779'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE TABLET SET IN
 MT0779'CONCRETE POST IN FENCELINE.
 MT0779'
 MT0779'REFERNECE MARK NO. 2--A STANDARD USGS REFERECE TABLET SET IN
 MT0779'CONCRETE POST IN FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0768 ***********************************************************************
 MT0768  DESIGNATION -  HIGHWAY MARKER 1
 MT0768  PID         -  MT0768
 MT0768  STATE/COUNTY-  NV/ELKO
 MT0768  USGS QUAD   -  WELLS (1982)
 MT0768
 MT0768                         *CURRENT SURVEY CONTROL
 MT0768  ___________________________________________________________________
 MT0768* NAD 83(1994)-  41 07 07.55091(N)    114 59 19.47141(W)     ADJUSTED  
 MT0768* NAVD 88     -      1775.4    (meters)    5825.     (feet)  VERTCON   
 MT0768  ___________________________________________________________________
 MT0768  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 MT0768  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 MT0768
 MT0768  HORZ ORDER  -  SECOND
 MT0768
 MT0768.The horizontal coordinates were established by classical geodetic methods
 MT0768.and adjusted by the National Geodetic Survey in June 1998..
 MT0768
 MT0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0768
 MT0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0768
 MT0768.The geoid height was determined by GEOID03.
 MT0768
 MT0768;                    North         East     Units Scale Factor Converg.
 MT0768;SPC NV E     - 8,707,004.011   249,931.272   MT  0.99993067   +0 23 27.7
 MT0768;SPC NV E     -28,566,228.99    819,982.85   sFT  0.99993067   +0 23 27.7
 MT0768;UTM  11      - 4,553,890.496   668,850.638   MT  0.99995090   +1 19 22.7
 MT0768
 MT0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0768!SPC NV E     -   0.99972430  x   0.99993067  =   0.99965499
 MT0768!UTM  11      -   0.99972430  x   0.99995090  =   0.99967522
 MT0768
 MT0768:                Primary Azimuth Mark                     Grid Az
 MT0768:SPC NV E     -  LOOKOUT                                  030 53 01.8
 MT0768:UTM  11      -  LOOKOUT                                  029 57 06.8
 MT0768
 MT0768|---------------------------------------------------------------------|
 MT0768| PID    Reference Object                     Distance      Geod. Az  |
 MT0768|                                                           dddmmss.s |
 MT0768| MT0770 LOOKOUT                             APPROX. 8.9 KM 0311629.5 |
 MT0768|---------------------------------------------------------------------|
 MT0768
 MT0768                          SUPERSEDED SURVEY CONTROL
 MT0768
 MT0768  NAD 83(1994)-  41 07 07.55007(N)    114 59 19.46939(W) AD(       ) 2
 MT0768  NAD 83(1986)-  41 07 07.54786(N)    114 59 19.46599(W) AD(       ) 2
 MT0768  NAD 27      -  41 07 07.82715(N)    114 59 16.30501(W) AD(       ) 2
 MT0768  NGVD 29 (07/19/86) 1774.2    (m)         5821.     (f) VERT ANG       
 MT0768
 MT0768.Superseded values are not recommended for survey control.
 MT0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0768.See file dsdata.txt to determine how the superseded data were derived.
 MT0768
 MT0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF6885153890(NAD 83)
 MT0768
 MT0768  HISTORY     - Date     Condition        Report By
 MT0768  HISTORY     - 1940     MONUMENTED       CGS
 MT0768
 MT0768                          STATION DESCRIPTION
 MT0768
 MT0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0768'STATION IS LOCATED ABOUT 1.5 MILES W OF WELLS, 66.7 FEET N OF THE
 MT0768'CENTER LINE OF U.S. HIGHWAY 40, 12.0 FEET N OF THE TOP OF THE N
 MT0768'BANK OF THE HIGHWAY CUT, WHICH IS ABOUT 12 FEET HIGH.
 MT0768'
 MT0768'THE MARK IS A 2-INCH SQUARE, WOODEN HUB, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0679 ***********************************************************************
 LQ0679  DESIGNATION -  HIGHWAY MARKER 2
 LQ0679  PID         -  LQ0679
 LQ0679  STATE/COUNTY-  NV/ELKO
 LQ0679  USGS QUAD   -  TOBAR (1982)
 LQ0679
 LQ0679                         *CURRENT SURVEY CONTROL
 LQ0679  ___________________________________________________________________
 LQ0679* NAD 83(1994)-  40 53 54.94716(N)    114 57 48.83221(W)     ADJUSTED  
 LQ0679* NAVD 88     -      1725.     (meters)    5659.     (feet)  SCALED    
 LQ0679  ___________________________________________________________________
 LQ0679  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 LQ0679  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 LQ0679
 LQ0679  HORZ ORDER  -  SECOND
 LQ0679
 LQ0679.The horizontal coordinates were established by classical geodetic methods
 LQ0679.and adjusted by the National Geodetic Survey in June 1998..
 LQ0679
 LQ0679.The orthometric height was scaled from a topographic map.
 LQ0679
 LQ0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0679
 LQ0679.The geoid height was determined by GEOID03.
 LQ0679
 LQ0679;                    North         East     Units Scale Factor Converg.
 LQ0679;SPC NV E     - 8,682,570.469   252,219.125   MT  0.99993355   +0 24 20.8
 LQ0679;SPC NV E     -28,486,066.61    827,488.91   sFT  0.99993355   +0 24 20.8
 LQ0679;UTM  11      - 4,529,496.704   671,534.785   MT  0.99996216   +1 20 01.0
 LQ0679
 LQ0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0679!SPC NV E     -   0.99973224  x   0.99993355  =   0.99966580
 LQ0679!UTM  11      -   0.99973224  x   0.99996216  =   0.99969441
 LQ0679
 LQ0679                          SUPERSEDED SURVEY CONTROL
 LQ0679
 LQ0679  NAD 83(1994)-  40 53 54.94682(N)    114 57 48.83036(W) AD(       ) 2
 LQ0679  NAD 83(1986)-  40 53 54.94443(N)    114 57 48.82694(W) AD(       ) 2
 LQ0679  NAD 27      -  40 53 55.21965(N)    114 57 45.67684(W) AD(       ) 2
 LQ0679
 LQ0679.Superseded values are not recommended for survey control.
 LQ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0679.See file dsdata.txt to determine how the superseded data were derived.
 LQ0679
 LQ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF7153529497(NAD 83)
 LQ0679_MARKER: Z = SEE DESCRIPTION
 LQ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0679+STABILITY: SURFACE MOTION
 LQ0679
 LQ0679  HISTORY     - Date     Condition        Report By
 LQ0679  HISTORY     - 1940     MONUMENTED       NVDH
 LQ0679
 LQ0679                          STATION DESCRIPTION
 LQ0679
 LQ0679'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1940 (JCS)
 LQ0679'THIS INTERSECTION STATION IS A NEVADA STATE RIGHT-OF-WAY MARK.
 LQ0679'IT IS A 5-INCH SQUARE CONCRETE POST, WITH A METAL PEG IN THE
 LQ0679'CENTER OF THE TOP, WHICH PROJECTS ABOUT 3/8 INCH.  THE POST
 LQ0679'PROJECTS ABOUT 6 INCHES FROM THE GROUND.  IT IS LOCATED 15 MILES
 LQ0679'S OF WELLS, 15 MILES BY ROAD S OF THE JUNCTION OF U.S. HIGHWAY
 LQ0679'93, WITH U.S. HIGHWAY 40, AND ABOUT 45 FEET W OF THE CENTER
 LQ0679'LINE OF U.S. HIGHWAY 93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0763 ***********************************************************************
 MT0763  DESIGNATION -  HIGHWAY MARKER 3
 MT0763  PID         -  MT0763
 MT0763  STATE/COUNTY-  NV/ELKO
 MT0763  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0763
 MT0763                         *CURRENT SURVEY CONTROL
 MT0763  ___________________________________________________________________
 MT0763* NAD 83(1994)-  41 06 54.03581(N)    114 49 12.05209(W)     ADJUSTED  
 MT0763* NAVD 88     -      1888.     (meters)    6194.     (feet)  SCALED    
 MT0763  ___________________________________________________________________
 MT0763  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 MT0763  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 MT0763
 MT0763  HORZ ORDER  -  SECOND
 MT0763
 MT0763.The horizontal coordinates were established by classical geodetic methods
 MT0763.and adjusted by the National Geodetic Survey in June 1998..
 MT0763
 MT0763.The orthometric height was scaled from a topographic map.
 MT0763
 MT0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0763
 MT0763.The geoid height was determined by GEOID03.
 MT0763
 MT0763;                    North         East     Units Scale Factor Converg.
 MT0763;SPC NV E     - 8,706,697.544   264,104.060   MT  0.99995056   +0 30 07.0
 MT0763;SPC NV E     -28,565,223.53    866,481.40   sFT  0.99995056   +0 30 07.0
 MT0763;UTM  11      - 4,553,814.582   683,027.117   MT  1.00001230   +1 26 02.0
 MT0763
 MT0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0763!SPC NV E     -   0.99970657  x   0.99995056  =   0.99965715
 MT0763!UTM  11      -   0.99970657  x   1.00001230  =   0.99971887
 MT0763
 MT0763:                Primary Azimuth Mark                     Grid Az
 MT0763:SPC NV E     -  WELLS                                    003 24 38.3
 MT0763:UTM  11      -  WELLS                                    002 28 43.3
 MT0763
 MT0763|---------------------------------------------------------------------|
 MT0763| PID    Reference Object                     Distance      Geod. Az  |
 MT0763|                                                           dddmmss.s |
 MT0763| MT0761 WELLS                               APPROX. 6.8 KM 0035445.3 |
 MT0763|---------------------------------------------------------------------|
 MT0763
 MT0763                          SUPERSEDED SURVEY CONTROL
 MT0763
 MT0763  NAD 83(1994)-  41 06 54.03532(N)    114 49 12.05094(W) AD(       ) 2
 MT0763  NAD 83(1986)-  41 06 54.03221(N)    114 49 12.04716(W) AD(       ) 2
 MT0763  NAD 27      -  41 06 54.31216(N)    114 49 08.90583(W) AD(       ) 2
 MT0763
 MT0763.Superseded values are not recommended for survey control.
 MT0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0763.See file dsdata.txt to determine how the superseded data were derived.
 MT0763
 MT0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF8302753815(NAD 83)
 MT0763
 MT0763  HISTORY     - Date     Condition        Report By
 MT0763  HISTORY     - 1940     MONUMENTED       CGS
 MT0763
 MT0763                          STATION DESCRIPTION
 MT0763
 MT0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0763'STATION IS LOCATED 8.2 MILES E OF WELLS, ABOUT 0.5 MILE S OF THE
 MT0763'SOUTHERN PACIFIC RAILROAD, 0.6 MILE SW OF A GROUP OF SECTION HOUSES
 MT0763'ON THE TRACKS, AND 40.4 FEET S OF THE CENTER LINE OF U.S. HIGHWAY
 MT0763'40, ON AN 8-FOOT HIGH S BANK OF A CUT.
 MT0763'
 MT0763'THE MARK IS A 5-INCH SQUARE CONCRETE POST, PROJECTING 5 INCHES,
 MT0763'WITH A 3/8-INCH SPIKE IN THE CENTER, WHICH PROJECTS 1/2 INCH, AND
 MT0763'AN N PRINTED ON THE N FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0758 ***********************************************************************
 MT0758  DESIGNATION -  HIGHWAY MARKER 4
 MT0758  PID         -  MT0758
 MT0758  STATE/COUNTY-  NV/ELKO
 MT0758  USGS QUAD   -  PEQUOP SUMMIT SW (1980)
 MT0758
 MT0758                         *CURRENT SURVEY CONTROL
 MT0758  ___________________________________________________________________
 MT0758* NAD 83(1994)-  41 04 27.11518(N)    114 39 50.04131(W)     ADJUSTED  
 MT0758* NAVD 88     -      1793.     (meters)    5883.     (feet)  SCALED    
 MT0758  ___________________________________________________________________
 MT0758  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 MT0758  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 MT0758
 MT0758  HORZ ORDER  -  SECOND
 MT0758
 MT0758.The horizontal coordinates were established by classical geodetic methods
 MT0758.and adjusted by the National Geodetic Survey in June 1998..
 MT0758
 MT0758.The orthometric height was scaled from a topographic map.
 MT0758
 MT0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0758
 MT0758.The geoid height was determined by GEOID03.
 MT0758
 MT0758;                    North         East     Units Scale Factor Converg.
 MT0758;SPC NV E     - 8,702,292.200   277,262.581   MT  0.99997345   +0 36 14.9
 MT0758;SPC NV E     -28,550,770.33    909,652.32   sFT  0.99997345   +0 36 14.9
 MT0758;UTM  11      - 4,549,623.421   696,256.598   MT  1.00007407   +1 32 07.4
 MT0758
 MT0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0758!SPC NV E     -   0.99972147  x   0.99997345  =   0.99969493
 MT0758!UTM  11      -   0.99972147  x   1.00007407  =   0.99979552
 MT0758
 MT0758                          SUPERSEDED SURVEY CONTROL
 MT0758
 MT0758  NAD 83(1994)-  41 04 27.11460(N)    114 39 50.04032(W) AD(       ) 2
 MT0758  NAD 83(1986)-  41 04 27.11051(N)    114 39 50.03634(W) AD(       ) 2
 MT0758  NAD 27      -  41 04 27.38647(N)    114 39 46.90969(W) AD(       ) 2
 MT0758
 MT0758.Superseded values are not recommended for survey control.
 MT0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0758.See file dsdata.txt to determine how the superseded data were derived.
 MT0758
 MT0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF9625749623(NAD 83)
 MT0758
 MT0758  HISTORY     - Date     Condition        Report By
 MT0758  HISTORY     - 1940     MONUMENTED       CGS
 MT0758
 MT0758                          STATION DESCRIPTION
 MT0758
 MT0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0758'STATION IS LOCATED 17.1 MILES, BY ROAD, E OF WELLS, 44.2 MILES,
 MT0758'BY ROAD, W OF WENDOVER, 40.4 FEET S OF U.S. HIGHWAY 40, AND 20
 MT0758'FEET N OF ANOTHER HIGHWAY MARKER IDENTICAL TO IT.
 MT0758'
 MT0758'IT IS A 5-INCH SQUARE CONCRETE POST, PROJECTING 5 INCHES, WITH
 MT0758'A 3/8-INCH SPIKE IN THE CENTER, WHICH PROJECTS 1/2 INCH, AND THE
 MT0758'LETTER N STAMPED ON THE N FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0753 ***********************************************************************
 MT0753  DESIGNATION -  HIGHWAY MARKER 5
 MT0753  PID         -  MT0753
 MT0753  STATE/COUNTY-  NV/ELKO
 MT0753  USGS QUAD   -  PEQUOP SUMMIT (1982)
 MT0753
 MT0753                         *CURRENT SURVEY CONTROL
 MT0753  ___________________________________________________________________
 MT0753* NAD 83(1994)-  41 02 33.29803(N)    114 30 26.09489(W)     ADJUSTED  
 MT0753* NAVD 88     -      1827.     (meters)    5994.     (feet)  SCALED    
 MT0753  ___________________________________________________________________
 MT0753  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 MT0753  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 MT0753
 MT0753  HORZ ORDER  -  SECOND
 MT0753
 MT0753.The horizontal coordinates were established by classical geodetic methods
 MT0753.and adjusted by the National Geodetic Survey in June 1998..
 MT0753
 MT0753.The orthometric height was scaled from a topographic map.
 MT0753
 MT0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0753
 MT0753.The geoid height was determined by GEOID03.
 MT0753
 MT0753;                    North         East     Units Scale Factor Converg.
 MT0753;SPC NV E     - 8,698,931.998   290,469.992   MT  1.00000070   +0 42 23.9
 MT0753;SPC NV E     -28,539,746.06    952,983.63   sFT  1.00000070   +0 42 23.9
 MT0753;UTM  11      - 4,546,477.885   709,518.456   MT  1.00014031   +1 38 14.6
 MT0753
 MT0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0753!SPC NV E     -   0.99971615  x   1.00000070  =   0.99971685
 MT0753!UTM  11      -   0.99971615  x   1.00014031  =   0.99985642
 MT0753
 MT0753:                Primary Azimuth Mark                     Grid Az
 MT0753:SPC NV E     -  NORTH PEQUOP                             329 22 52.5
 MT0753:UTM  11      -  NORTH PEQUOP                             328 27 01.8
 MT0753
 MT0753|---------------------------------------------------------------------|
 MT0753| PID    Reference Object                     Distance      Geod. Az  |
 MT0753|                                                           dddmmss.s |
 MT0753| MT0755 NORTH PEQUOP                        APPROX.10.2 KM 3300516.4 |
 MT0753|---------------------------------------------------------------------|
 MT0753
 MT0753                          SUPERSEDED SURVEY CONTROL
 MT0753
 MT0753  NAD 83(1994)-  41 02 33.29769(N)    114 30 26.09429(W) AD(       ) 2
 MT0753  NAD 83(1986)-  41 02 33.29251(N)    114 30 26.08911(W) AD(       ) 2
 MT0753  NAD 27      -  41 02 33.56720(N)    114 30 22.99022(W) AD(       ) 2
 MT0753
 MT0753.Superseded values are not recommended for survey control.
 MT0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0753.See file dsdata.txt to determine how the superseded data were derived.
 MT0753
 MT0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF0951846478(NAD 83)
 MT0753
 MT0753  HISTORY     - Date     Condition        Report By
 MT0753  HISTORY     - 1940     MONUMENTED       CGS
 MT0753
 MT0753                          STATION DESCRIPTION
 MT0753
 MT0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0753'STATION IS LOCATED ABOUT 33 MILES NW OF WENDOVER, UTAH, 24
 MT0753'MILES, AIR LINE, 27.1 MILES BY ROAD E OF WELLS, 1.5 MILES W OF
 MT0753'OASIS, 50.5 FEET N OF THE CENTER LINE OF U.S. HIGHWAY 40, AND
 MT0753'131 FEET SW OF TELEPHONE POLE 75/24.
 MT0753'
 MT0753'THE MARK IS A 5-INCH SQUARE CONCRETE POST, PROJECTING 10 INCHES
 MT0753'WITH A 3/8-INCH SPIKE IN THE CENTER, WHICH PROJECTS 1 INCH, AND
 MT0753'A LETTER N STAMPED ON THE S FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0627 ***********************************************************************
 LQ0627  DESIGNATION -  HIGHWAY MARKER 6
 LQ0627  PID         -  LQ0627
 LQ0627  STATE/COUNTY-  NV/ELKO
 LQ0627  USGS QUAD   -  HARDY CREEK (1982)
 LQ0627
 LQ0627                         *CURRENT SURVEY CONTROL
 LQ0627  ___________________________________________________________________
 LQ0627* NAD 83(1994)-  40 57 54.36609(N)    114 23 33.11413(W)     ADJUSTED  
 LQ0627* NAVD 88     -      1814.     (meters)    5951.     (feet)  SCALED    
 LQ0627  ___________________________________________________________________
 LQ0627  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 LQ0627  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 LQ0627
 LQ0627  HORZ ORDER  -  SECOND
 LQ0627
 LQ0627.The horizontal coordinates were established by classical geodetic methods
 LQ0627.and adjusted by the National Geodetic Survey in June 1998..
 LQ0627
 LQ0627.The orthometric height was scaled from a topographic map.
 LQ0627
 LQ0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0627
 LQ0627.The geoid height was determined by GEOID03.
 LQ0627
 LQ0627;                    North         East     Units Scale Factor Converg.
 LQ0627;SPC NV E     - 8,690,453.310   300,232.145   MT  1.00002361   +0 46 50.7
 LQ0627;SPC NV E     -28,511,928.90    985,011.63   sFT  1.00002361   +0 46 50.7
 LQ0627;UTM  11      - 4,538,157.490   719,418.477   MT  1.00019259   +1 42 36.5
 LQ0627
 LQ0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0627!SPC NV E     -   0.99971824  x   1.00002361  =   0.99974184
 LQ0627!UTM  11      -   0.99971824  x   1.00019259  =   0.99991077
 LQ0627
 LQ0627:                Primary Azimuth Mark                     Grid Az
 LQ0627:SPC NV E     -  PROCTOR                                  140 07 42.9
 LQ0627:UTM  11      -  PROCTOR                                  139 11 57.1
 LQ0627
 LQ0627|---------------------------------------------------------------------|
 LQ0627| PID    Reference Object                     Distance      Geod. Az  |
 LQ0627|                                                           dddmmss.s |
 LQ0627| LQ0625 PROCTOR                             APPROX.13.2 KM 1405433.6 |
 LQ0627|---------------------------------------------------------------------|
 LQ0627
 LQ0627                          SUPERSEDED SURVEY CONTROL
 LQ0627
 LQ0627  NAD 83(1994)-  40 57 54.36553(N)    114 23 33.11324(W) AD(       ) 2
 LQ0627  NAD 83(1986)-  40 57 54.36111(N)    114 23 33.10914(W) AD(       ) 2
 LQ0627  NAD 27      -  40 57 54.62509(N)    114 23 30.02217(W) AD(       ) 2
 LQ0627
 LQ0627.Superseded values are not recommended for survey control.
 LQ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0627.See file dsdata.txt to determine how the superseded data were derived.
 LQ0627
 LQ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF1941838157(NAD 83)
 LQ0627_MARKER: S = SPIKE
 LQ0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0627+STABILITY: SURFACE MOTION
 LQ0627
 LQ0627  HISTORY     - Date     Condition        Report By
 LQ0627  HISTORY     - 1940     MONUMENTED       NVDH
 LQ0627
 LQ0627                          STATION DESCRIPTION
 LQ0627
 LQ0627'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1940 (JCS)
 LQ0627'STATION IS LOCATED ABOUT 24.5 MILES, NW, OF WENDOVER, AIR LINE.
 LQ0627'6.6 MILES (AIR LINE AND BY ROAD) SE OF OASIS.  50.2 FEET N OF
 LQ0627'THE CENTER LINE OF U.S. HIGHWAY 40, ON THE WESTERN SIDE OF THE
 LQ0627'GENTLE SLOPE LEADING FROM THE SILVERZONE SUMMIT PASS OVER THE
 LQ0627'TOANO RANGE OF MOUNTAINS.
 LQ0627'
 LQ0627'THE MARK IS A 5-INCH SQUARE CONCRETE POST, PROJECTING 8 INCHES,
 LQ0627'WITH A 3/8-INCH SPIKE IN THE CENTER WHICH PROJECTS 1/2 INCH, AND
 LQ0627'THE LETTER N STAMPED ON THE S FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0589 ***********************************************************************
 LQ0589  DESIGNATION -  HIGHWAY MARKER 8
 LQ0589  PID         -  LQ0589
 LQ0589  STATE/COUNTY-  NV/ELKO
 LQ0589  USGS QUAD   -  PILOT (1982)
 LQ0589
 LQ0589                         *CURRENT SURVEY CONTROL
 LQ0589  ___________________________________________________________________
 LQ0589* NAD 83(1994)-  40 46 21.32866(N)    114 08 19.87528(W)     ADJUSTED  
 LQ0589* NAVD 88     -      1471.     (meters)    4826.     (feet)  SCALED    
 LQ0589  ___________________________________________________________________
 LQ0589  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LQ0589  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 LQ0589
 LQ0589  HORZ ORDER  -  SECOND
 LQ0589
 LQ0589.The horizontal coordinates were established by classical geodetic methods
 LQ0589.and adjusted by the National Geodetic Survey in June 1998..
 LQ0589
 LQ0589.The orthometric height was scaled from a topographic map.
 LQ0589
 LQ0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0589
 LQ0589.The geoid height was determined by GEOID03.
 LQ0589
 LQ0589;                    North         East     Units Scale Factor Converg.
 LQ0589;SPC NV E     - 8,669,397.910   321,937.992   MT  1.00008296   +0 56 36.4
 LQ0589;SPC NV E     -28,442,849.64  1,056,224.90   sFT  1.00008296   +0 56 36.4
 LQ0589;SPC UT C     - 2,274,103.645   277,243.186   MT  1.00003281   -1 41 25.4
 LQ0589;UTM  11      - 4,517,452.093   741,466.818   MT  1.00031772   +1 52 09.8
 LQ0589
 LQ0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0589!SPC NV E     -   0.99977213  x   1.00008296  =   0.99985507
 LQ0589!SPC UT C     -   0.99977213  x   1.00003281  =   0.99980493
 LQ0589!UTM  11      -   0.99977213  x   1.00031772  =   1.00008978
 LQ0589
 LQ0589:                Primary Azimuth Mark                     Grid Az
 LQ0589:SPC NV E     -  LEPPY                                    078 18 15.4
 LQ0589:SPC UT C     -  LEPPY                                    080 56 17.2
 LQ0589:UTM  11      -  LEPPY                                    077 22 42.0
 LQ0589
 LQ0589|---------------------------------------------------------------------|
 LQ0589| PID    Reference Object                     Distance      Geod. Az  |
 LQ0589|                                                           dddmmss.s |
 LQ0589| LQ0588 LEPPY                               APPROX. 5.8 KM 0791451.8 |
 LQ0589|---------------------------------------------------------------------|
 LQ0589
 LQ0589                          SUPERSEDED SURVEY CONTROL
 LQ0589
 LQ0589  NAD 83(1994)-  40 46 21.32863(N)    114 08 19.87506(W) AD(       ) 2
 LQ0589  NAD 83(1986)-  40 46 21.32182(N)    114 08 19.86930(W) AD(       ) 2
 LQ0589  NAD 27      -  40 46 21.57604(N)    114 08 16.81879(W) AD(       ) 2
 LQ0589
 LQ0589.Superseded values are not recommended for survey control.
 LQ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0589.See file dsdata.txt to determine how the superseded data were derived.
 LQ0589
 LQ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4146717452(NAD 83)
 LQ0589_MARKER: B = BOLT
 LQ0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0589_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0589+STABILITY: SURFACE MOTION
 LQ0589
 LQ0589  HISTORY     - Date     Condition        Report By
 LQ0589  HISTORY     - 1940     MONUMENTED       CGS
 LQ0589
 LQ0589                          STATION DESCRIPTION
 LQ0589
 LQ0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LQ0589'STATION IS ABOUT 6 MILES W OF WENDOVER, UTAH, AND 44 FEET S OF
 LQ0589'CENTER LINE OF U.S. HIGHWAY 40.  A 5-INCH SQUARE CONCRETE POST,
 LQ0589'WITH A COPPER BOLT IN CENTER, PROJECTING ABOUT 6 INCHES ABOVE
 LQ0589'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0330 ***********************************************************************
 HP0330  DESIGNATION -  HIGHWAY MONUMENT 10
 HP0330  PID         -  HP0330
 HP0330  STATE/COUNTY-  NV/LINCOLN
 HP0330  USGS QUAD   -  PAHRANAGAT WASH (1980)
 HP0330
 HP0330                         *CURRENT SURVEY CONTROL
 HP0330  ___________________________________________________________________
 HP0330* NAD 83(1994)-  37 00 11.06036(N)    114 56 30.14907(W)     ADJUSTED  
 HP0330* NAVD 88     -       838.7    (meters)    2752.     (feet)  VERTCON   
 HP0330  ___________________________________________________________________
 HP0330  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 HP0330  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 HP0330
 HP0330  HORZ ORDER  -  THIRD
 HP0330
 HP0330.The horizontal coordinates were established by classical geodetic methods
 HP0330.and adjusted by the National Geodetic Survey in June 1998..
 HP0330
 HP0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0330
 HP0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0330
 HP0330.The geoid height was determined by GEOID03.
 HP0330
 HP0330;                    North         East     Units Scale Factor Converg.
 HP0330;SPC NV E     - 8,250,161.048   257,104.460   MT  0.99994016   +0 23 10.2
 HP0330;SPC NV E     -27,067,403.37    843,516.88   sFT  0.99994016   +0 23 10.2
 HP0330;UTM  11      - 4,097,193.553   683,142.308   MT  1.00001321   +1 14 20.9
 HP0330
 HP0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0330!SPC NV E     -   0.99987248  x   0.99994016  =   0.99981265
 HP0330!UTM  11      -   0.99987248  x   1.00001321  =   0.99988569
 HP0330
 HP0330:                Primary Azimuth Mark                     Grid Az
 HP0330:SPC NV E     -  E 311                                    154 18 46.7
 HP0330:UTM  11      -  E 311                                    153 27 36.0
 HP0330
 HP0330|---------------------------------------------------------------------|
 HP0330| PID    Reference Object                     Distance      Geod. Az  |
 HP0330|                                                           dddmmss.s |
 HP0330| DD5382 E 311                                              1544156.9 |
 HP0330| GR1915 BANK                                APPROX. 5.1 KM 2132612.4 |
 HP0330| DD6002 HIGHWAY MONUMENT 10 RM 1              4.120 METERS 23029     |
 HP0330| DD6003 HIGHWAY MONUMENT 10 RM 2              6.535 METERS 32023     |
 HP0330|---------------------------------------------------------------------|
 HP0330
 HP0330                          SUPERSEDED SURVEY CONTROL
 HP0330
 HP0330  NAD 83(1994)-  37 00 11.05899(N)    114 56 30.14693(W) AD(       ) 3
 HP0330  NAD 83(1992)-  37 00 11.05504(N)    114 56 30.14576(W) AD(       ) 3
 HP0330  NAD 83(1986)-  37 00 11.05311(N)    114 56 30.14548(W) AD(       ) 3
 HP0330  NAD 27      -  37 00 11.17199(N)    114 56 27.13381(W) AD(       ) 3
 HP0330  NGVD 29 (07/19/86)  838.0    (m)         2749.     (f) VERT ANG       
 HP0330
 HP0330.Superseded values are not recommended for survey control.
 HP0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0330.See file dsdata.txt to determine how the superseded data were derived.
 HP0330
 HP0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8314297194(NAD 83)
 HP0330_MARKER: I = METAL ROD
 HP0330_SETTING: 0 = UNSPECIFIED SETTING
 HP0330
 HP0330  HISTORY     - Date     Condition        Report By
 HP0330  HISTORY     - 1944     MONUMENTED       CGS
 HP0330  HISTORY     - 1954     GOOD             CGS
 HP0330  HISTORY     - 1968     GOOD             CGS
 HP0330  HISTORY     - 1969     GOOD             USGS
 HP0330
 HP0330                          STATION DESCRIPTION
 HP0330
 HP0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0330'STATION IS LOCATED ABOUT 37 MILES (AIR LINE) NW OF GLENDALE,
 HP0330'1.5 MILES N OF KANE SPRINGS WASH, ON THE E SIDE OF U.S. HIGHWAY
 HP0330'93, AT THE S END OF A LONG TANGENT IN HIGHWAY.  IT IS ON THE
 HP0330'S BANK OF A DRY WASH AND 200 FEET E OF THE CENTER LINE OF
 HP0330'THE HIGHWAY.
 HP0330'
 HP0330'STATION MARK IS A CONCRETE HIGHWAY MARKER POST WITH A COPPER
 HP0330'WIRE IN THE CENTER OF TOP.  POST PROJECTS 1 FOOT ABOVE THE
 HP0330'GROUND.
 HP0330'
 HP0330'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED
 HP0330'CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE GROUND.  IT
 HP0330'IS STAMPED HWY MON 10 NO 1 1944.
 HP0330'
 HP0330'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED
 HP0330'CONCRETE POST THAT PROJECTS ABOUT 3 INCHES ABOVE GROUND.  IT
 HP0330'IS STAMPED HWY MON 10 NO 2 1944.
 HP0330'
 HP0330'AZIMUTH MARK IS 75 FEET WSW OF THE CENTER LINE OF U.S. HIGHWAY 93.
 HP0330'IT IS A BRONZE BENCH-MARK DISK SET IN A BOULDER PROJECTING 2
 HP0330'FEET ABOVE THE GROUND AND IS STAMPED E 311 1941.
 HP0330'
 HP0330'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 91 AND 93 0.4 MILE
 HP0330'S OF GLENDALE, GO NW ON U.S. HIGHWAY 93 FOR 35.6 MILES TO A
 HP0330'HIGHWAY SIGN KANE SPRINGS WASH.  CONTINUE N ON HIGHWAY 93 FOR
 HP0330'1.5 MILES TO THE N END OF A CURVE.  HERE TURN RIGHT AND GO E
 HP0330'FOR 200 FEET TO STATION.
 HP0330'
 HP0330'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HP0330
 HP0330                          STATION RECOVERY (1954)
 HP0330
 HP0330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0330'RECOVERED.  THE STATION, BOTH REFERENCE MARKS, AND AZIMUTH MARK
 HP0330'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY E.H.B. IN 1944.
 HP0330'THE DESCRIPTION IS ADEQUATE.
 HP0330
 HP0330                          STATION RECOVERY (1968)
 HP0330
 HP0330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WFF)
 HP0330'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 HP0330'IN GOOD CONDITION.  REFERENCE MARK NUMBER 1 AND 2 HAS BEEN
 HP0330'DESTROYED.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 HP0330'
 HP0330'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND
 HP0330'U.S. HIGHWAY 93, GO NORTH ON U.S. HIGHWAY 93 FOR 16.8 MILES
 HP0330'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.2 MILE TO
 HP0330'OLD HIGHWAY 93.  TURN RIGHT AND GO SOUTH ON OLD HIGHWAY 93
 HP0330'FOR 4.0 MILES TO THE STATION ON THE LEFT.  CONTINUE SOUTH FOR
 HP0330'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HP0330'
 HP0330'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 37.0
 HP0330'MILES NORTHWEST OF GLENDALE, 16.0 MILES NORTH OF THE JUNCTION
 HP0330'OF STATE HIGHWAY 7 AND U.S. HIGHWAY 93 AND ON THE EAST SIDE OF
 HP0330'OLD U.S. HIGHWAY 93.
 HP0330
 HP0330                          STATION RECOVERY (1969)
 HP0330
 HP0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HP0330'ALL MARKS IN GOOD CONDITION.
 HP0330'TO REACH FROM THE STANDARD STATION IN GLENDALE GO N. ON NEVADA
 HP0330'HIGHWAY 7 FOR 19.4 MI. TO THE JUNCTION OF NEVADA 7 AND OLD U.S.
 HP0330'HIGHWAY 93.  THENCE N. ALONG OLD U.S. HIGHWAY 93 FOR 15.6 MI.
 HP0330'(1.4 MI. N. OF KANE SPRING WASH).  200 FT. E. OF THE HIGHWAY AT
 HP0330'THE S. EDGE OF A DRY WASH.  (NOTE--4.1 MI. S. OF THE JUNCTION
 HP0330'OF U.S. HIGHWAY 93 AND OLD U.S. HIGHWAY 93)
 HP0330'
 HP0330'NOTE--THIRD ORDER C AND GS POSITION NOT HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0332 ***********************************************************************
 HP0332  DESIGNATION -  HILL
 HP0332  PID         -  HP0332
 HP0332  STATE/COUNTY-  NV/LINCOLN
 HP0332  USGS QUAD   -  PAHRANAGAT WASH (1980)
 HP0332
 HP0332                         *CURRENT SURVEY CONTROL
 HP0332  ___________________________________________________________________
 HP0332* NAD 83(1994)-  37 05 29.08097(N)    114 59 45.94830(W)     ADJUSTED  
 HP0332* NAVD 88     -       838.9    (meters)    2752.     (feet)  VERTCON   
 HP0332  ___________________________________________________________________
 HP0332  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 HP0332  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 HP0332
 HP0332  HORZ ORDER  -  SECOND
 HP0332
 HP0332.The horizontal coordinates were established by classical geodetic methods
 HP0332.and adjusted by the National Geodetic Survey in June 1998..
 HP0332
 HP0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0332
 HP0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0332
 HP0332.The geoid height was determined by GEOID03.
 HP0332
 HP0332;                    North         East     Units Scale Factor Converg.
 HP0332;SPC NV E     - 8,259,932.706   252,203.301   MT  0.99993356   +0 21 15.0
 HP0332;SPC NV E     -27,099,462.55    827,437.00   sFT  0.99993356   +0 21 15.0
 HP0332;UTM  11      - 4,106,891.722   678,095.751   MT  0.99999074   +1 12 31.9
 HP0332
 HP0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0332!SPC NV E     -   0.99987244  x   0.99993356  =   0.99980600
 HP0332!UTM  11      -   0.99987244  x   0.99999074  =   0.99986318
 HP0332
 HP0332|---------------------------------------------------------------------|
 HP0332| PID    Reference Object                     Distance      Geod. Az  |
 HP0332|                                                           dddmmss.s |
 HP0332| DD6004 HILL RM 1                             9.018 METERS 19213     |
 HP0332| DD6005 HILL RM 2                            10.354 METERS 31405     |
 HP0332| HP0372 NOSE                                APPROX. 7.8 KM 3545254.3 |
 HP0332|---------------------------------------------------------------------|
 HP0332
 HP0332                          SUPERSEDED SURVEY CONTROL
 HP0332
 HP0332  NAD 83(1994)-  37 05 29.07930(N)    114 59 45.94610(W) AD(       ) 2
 HP0332  NAD 83(1992)-  37 05 29.07494(N)    114 59 45.94518(W) AD(       ) 2
 HP0332  NAD 83(1986)-  37 05 29.07375(N)    114 59 45.94492(W) AD(       ) 2
 HP0332  NAD 27      -  37 05 29.19957(N)    114 59 42.92352(W) AD(       ) 2
 HP0332  NGVD 29 (07/19/86)  838.1    (m)         2750.     (f) VERT ANG       
 HP0332
 HP0332.Superseded values are not recommended for survey control.
 HP0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0332.See file dsdata.txt to determine how the superseded data were derived.
 HP0332
 HP0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB7809606892(NAD 83)
 HP0332_MARKER: DD = SURVEY DISK
 HP0332_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HP0332+WITH SETTING: INFORMATION.
 HP0332_SP_SET: PREFABRICATED CONCRETE POST
 HP0332
 HP0332  HISTORY     - Date     Condition        Report By
 HP0332  HISTORY     - 1969     MONUMENTED       USGS
 HP0332
 HP0332                          STATION DESCRIPTION
 HP0332
 HP0332'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 HP0332'LOCATED ABOUT 35.0 MI. NW. OF MOAPA.  ABOUT 28.0 MI. E. OF
 HP0332'CARP.  ABOUT 21.0 MI. SE. OF ALAMO.  ABOUT 600 FT. W. OF
 HP0332'U.S. HIGHWAY 93.  ON A SMALL GRAVEL TOP.
 HP0332'
 HP0332'TO REACH FROM STANDARD SERVICE STATION AND CAFE IN ALAMO DRIVE
 HP0332'S. ALONG U.S. 93 FOR 22.4 MI.  (FROM JUNCTION U.S. 93 AND
 HP0332'NEVADA 7 DRIVE N. ON U.S. 93 FOR 20.9 MI.), TAKE DIRT RD. W. FOR
 HP0332'0.1 MI. TO SMALL HILL.  DRIVE 250 FT. N. TO N. SLOPE OF HILL,
 HP0332'THEN S. ALONG RIDGE FOR ABOUT 15 FT. TO TOP AND STATION.
 HP0332'
 HP0332'STATION MARK--STANDARD USGS TABLET STAMPED HILL 1969 CRIMPED
 HP0332'TO TOP OF COPPER-COATED ROD DRIVEN IN GROUND.
 HP0332'
 HP0332'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 HP0332'STAMPED NO 1 1969 CRIMPED TO TOP OF COPPER-COATED ROD DRIVEN
 HP0332'IN GROUND.
 HP0332'
 HP0332'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 HP0332'STAMPED NO 2 1969 CRIMPED TO TOP OF COPPER-COATED ROD DRIVEN
 HP0332'IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9156 ***********************************************************************
 AH9156  DESIGNATION -  HILLS
 AH9156  PID         -  AH9156
 AH9156  STATE/COUNTY-  NV/HUMBOLDT
 AH9156  USGS QUAD   -  DONNA SCHEE SPRING (1990)
 AH9156
 AH9156                         *CURRENT SURVEY CONTROL
 AH9156  ___________________________________________________________________
 AH9156* NAD 83(1994)-  41 03 53.07301(N)    118 23 20.03499(W)     ADJUSTED  
 AH9156* NAVD 88     -      1497.1    (meters)    4912.     (feet)  VERTCON   
 AH9156  ___________________________________________________________________
 AH9156  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AH9156  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 AH9156
 AH9156  HORZ ORDER  -  THIRD
 AH9156
 AH9156.The horizontal coordinates were established by classical geodetic methods
 AH9156.and adjusted by the National Geodetic Survey in March 1999..
 AH9156
 AH9156.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9156
 AH9156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9156
 AH9156.The geoid height was determined by GEOID03.
 AH9156
 AH9156;                    North         East     Units Scale Factor Converg.
 AH9156;SPC NV W     - 4,700,853.034   816,341.154   MT  0.99990329   +0 07 39.8
 AH9156;SPC NV W     -15,422,715.33  2,678,279.27   sFT  0.99990329   +0 07 39.8
 AH9156;UTM  11      - 4,546,873.369   383,304.285   MT  0.99976760   -0 54 45.0
 AH9156
 AH9156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9156!SPC NV W     -   0.99976850  x   0.99990329  =   0.99967181
 AH9156!UTM  11      -   0.99976850  x   0.99976760  =   0.99953615
 AH9156
 AH9156                          SUPERSEDED SURVEY CONTROL
 AH9156
 AH9156  NGVD 29 (03/31/99) 1496.1    (m)         4908.     (f) VERT ANG       
 AH9156
 AH9156.Superseded values are not recommended for survey control.
 AH9156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9156.See file dsdata.txt to determine how the superseded data were derived.
 AH9156
 AH9156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF8330446873(NAD 83)
 AH9156_MARKER: DS = TRIANGULATION STATION DISK
 AH9156_SETTING: 66 = SET IN ROCK OUTCROP
 AH9156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9156+STABILITY: POSITION/ELEVATION WELL
 AH9156
 AH9156  HISTORY     - Date     Condition        Report By
 AH9156  HISTORY     - 1965     MONUMENTED       USGS
 AH9156
 AH9156                          STATION DESCRIPTION
 AH9156
 AH9156'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH9156'LOCATED ABOUT 13 MI. SE OF KING LEAR PEAK, ABOUT 10 MI. N OF JUNGO,
 AH9156'ABOUT 4 MI. NW OF DONNA SCHEE PEAK, ON A TOP IN A GROUP OF ROLLING,
 AH9156'SMOOTH, BARE HILLS. STATION REACHED BY HELICOPTER. TO REACH FROM
 AH9156'JUNGO, DRIVE N ABOUT 10 MI. THEN DRIVE CROSS-COUNTRY ABOUT 0.5 MI.E
 AH9156'AND END OF TRUCK TRAVEL, WALK TO TOP OF HILL AND STA- TION MARK.
 AH9156'STATION MARK--STANDARD TABLET STAMPED---HILLS 1965---CEMENTED IN LARGE
 AH9156'GRANITE BOULDER PROJECTING 1.6 FT. ABOVE TOP OF HILL. REFERENCE MARK
 AH9156'NO. 1--STANDARD TABLET, 19.70 FT. FROM STATION MARK IN DIRECTI 253
 AH9156'DEGREE 17 MINUTE. REFERENCE MARK NO. 2--STANDARD TABLET, 28.79 FT.
 AH9156'FROM STATION MARK IN DIRECTI 338 DEGREE 32 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0725 ***********************************************************************
 LQ0725  DESIGNATION -  HILTON
 LQ0725  PID         -  LQ0725
 LQ0725  STATE/COUNTY-  NV/ELKO
 LQ0725  USGS QUAD   -  CEDAR RIDGE (1985)
 LQ0725
 LQ0725                         *CURRENT SURVEY CONTROL
 LQ0725  ___________________________________________________________________
 LQ0725* NAD 83(1994)-  40 29 17.52036(N)    115 48 45.14757(W)     ADJUSTED  
 LQ0725* NAVD 88     -      2180.8    (meters)    7155.     (feet)  VERTCON   
 LQ0725  ___________________________________________________________________
 LQ0725  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 LQ0725  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 LQ0725
 LQ0725  HORZ ORDER  -  FIRST
 LQ0725
 LQ0725.The horizontal coordinates were established by classical geodetic methods
 LQ0725.and adjusted by the National Geodetic Survey in June 1998..
 LQ0725
 LQ0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0725
 LQ0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0725
 LQ0725.The geoid height was determined by GEOID03.
 LQ0725
 LQ0725;                    North         East     Units Scale Factor Converg.
 LQ0725;SPC NV E     - 8,636,841.659   180,569.111   MT  0.99990465   -0 08 55.8
 LQ0725;SPC NV E     -28,336,038.01    592,417.16   sFT  0.99990465   -0 08 55.8
 LQ0725;UTM  11      - 4,482,622.114   600,636.754   MT  0.99972466   +0 46 15.9
 LQ0725
 LQ0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0725!SPC NV E     -   0.99966102  x   0.99990465  =   0.99956570
 LQ0725!UTM  11      -   0.99966102  x   0.99972466  =   0.99938577
 LQ0725
 LQ0725:                Primary Azimuth Mark                     Grid Az
 LQ0725:SPC NV E     -  HILTON AZ MK                             018 37 30.8
 LQ0725:UTM  11      -  HILTON AZ MK                             017 42 19.1
 LQ0725
 LQ0725|---------------------------------------------------------------------|
 LQ0725| PID    Reference Object                     Distance      Geod. Az  |
 LQ0725|                                                           dddmmss.s |
 LQ0725| DD6006 HILTON AZ MK                                       0182835.0 |
 LQ0725| AH8004 HILTON RM 1                           5.063 METERS 02816     |
 LQ0725| LQ0689 VERDI PEAK                          APPROX.45.5 KM 0693828.7 |
 LQ0725| LQ0706 TIPTON PEAK                         APPROX.29.2 KM 1041321.1 |
 LQ0725| AH8005 HILTON RM 2                           5.178 METERS 28858     |
 LQ0725|---------------------------------------------------------------------|
 LQ0725
 LQ0725                          SUPERSEDED SURVEY CONTROL
 LQ0725
 LQ0725  NAD 83(1986)-  40 29 17.52064(N)    115 48 45.14369(W) AD(       ) 1
 LQ0725  NAD 27      -  40 29 17.77353(N)    115 48 41.91691(W) AD(       ) 1
 LQ0725  NGVD 29 (03/11/99) 2179.6    (m)         7151.     (f) VERT ANG       
 LQ0725
 LQ0725.Superseded values are not recommended for survey control.
 LQ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0725.See file dsdata.txt to determine how the superseded data were derived.
 LQ0725
 LQ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE0063782622(NAD 83)
 LQ0725_MARKER: DS = TRIANGULATION STATION DISK
 LQ0725_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0725_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 LQ0725_PROJECTION: FLUSH
 LQ0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0725+STABILITY: POSITION/ELEVATION WELL
 LQ0725
 LQ0725  HISTORY     - Date     Condition        Report By
 LQ0725  HISTORY     - 1947     MONUMENTED       CGS
 LQ0725  HISTORY     - 1951     GOOD             USGS
 LQ0725  HISTORY     - 1965     GOOD             CGS
 LQ0725  HISTORY     - 1974     GOOD             USGS
 LQ0725
 LQ0725                          STATION DESCRIPTION
 LQ0725
 LQ0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0725'THE STATION IS 24 MILES, AIRLINE, SOUTH OF ELKO, 8-6/10 MILES,
 LQ0725'AIRLINE, WEST-NORTHWEST OF THE JIGGS POST OFFICE, ON A HIGH
 LQ0725'PEAK AT THE NORTH END OF CEDAR RIDGE.  THE SIDES OF THE MOUNTAIN
 LQ0725'ARE COVERED WITH SCRUB JUNIPER TREES.
 LQ0725'
 LQ0725'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 LQ0725'IN A LARGE MASS OF BEDROCK WHICH IS RELATIVELY SMOOTH AND
 LQ0725'LEVEL.  IT IS STAMPED HILTON 1947.
 LQ0725'
 LQ0725'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 LQ0725'HOLE IN BEDROCK WHICH IS 6 INCHES LOWER THAN THE STATION MARK.
 LQ0725'IT IS STAMPED HILTON NO 1 1947.
 LQ0725'
 LQ0725'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 LQ0725'HOLE IN BEDROCK WHICH IS 1-1/2 FOOT LOWER THAN THE STATION
 LQ0725'MARK.  IT IS STAMPED HILTON NO 2 1947.
 LQ0725'
 LQ0725'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 LQ0725'IN A MASS OF BEDROCK 6 FT. LONG AND 4 FEET WIDE.  IT IS ON THE
 LQ0725'SUMMIT OF THE FIRST HILL NORTH OF THE STATION.  IS STAMPED
 LQ0725'HILTON 1947.
 LQ0725'
 LQ0725'TO REACH THE STATION FROM THE INTERSECTION OF IDAHO STREET
 LQ0725'AND 5TH STREET IN ELKO GO SOUTH ON 5TH STREET 0.3 MILES TO
 LQ0725'A BRIDGE.  CONTINUE SOUTH AND EAST ON A BLACKTOP HIGHWAY FOR
 LQ0725'6.5 MILES TO FORKS.  TAKE THE RIGHT FORK, DIRT ROAD (JIGGS ROAD)
 LQ0725'FOR 11.6 MILES TO FORKS.  TAKE THE RIGHT FORK MAIN TRAVELED
 LQ0725'ROAD FOR 9.4 MILES TO A POINT WHERE THE ROAD BENDS LEFT AND
 LQ0725'A TRACK ROAD RUNS STRAIGHT AHEAD, SOUTH.  TAKE THE RIGHT FORK
 LQ0725'STRAIGHT AHEAD SOUTH FOR 0.05 MILES TO FORKS.  TAKE THE RIGHT FORK UP
 LQ0725'A DRAW FOR 3.95 MILES TO THE TOP OF A RIDGE.  TURN OFF THE
 LQ0725'ROAD LEFT, AND WORK WAY SOUTHERLY THROUGH SCRUB JUNIPERS
 LQ0725'ALONG THE TOP OF THE RIDGE FOR 2.2 MILES TO THE NORTH
 LQ0725'BASE OF A PROMINENT HILL AND THE END OF TRUCK TRAVEL.
 LQ0725'FROM HERE PACK SOUTHERLY TO THE TOP OF THE HILL AND THE
 LQ0725'AZIMUTH MARK.  CONTINUE SOUTHERLY TO A SMALL SADDLE THENCE
 LQ0725'UP A SHORT SLOPE TO THE SUMMIT AND THE STATION.  A 1/2 HOUR
 LQ0725'PACK.  A FOUR WHEEL DRIVE TRUCK SHOULD BE USED ON THE LAST
 LQ0725'2.2 MILES MENTIONED IN THE DESCRIPTION.
 LQ0725
 LQ0725                          STATION RECOVERY (1951)
 LQ0725
 LQ0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 LQ0725'RECOVERED AS DESCRIBED BY NGS IN 1940 IN DESCRIPTION LIST 40 115 3,
 LQ0725'STATION 1007.  RM OBSERVATIONS AGREE WITH NGS.
 LQ0725
 LQ0725                          STATION RECOVERY (1965)
 LQ0725
 LQ0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0725'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LQ0725'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A SMALL DIFFERENCE
 LQ0725'WAS NOTED IN THE DISTANCE AND DIRECTION TO THE MARKS.  A COMPLETE
 LQ0725'DESCRIPTION FOLLOWS.
 LQ0725'
 LQ0725'THE STATION IS LOCATED ON THE NORTH 1 OF 2 PROMINENT POINTS
 LQ0725'AT THE NORTH END OF CEDAR RIDGE.  IT IS ABOUT 24-1/2 MILES
 LQ0725'AIRLINE SOUTH OF ELKO, AND 8.6 MILES WEST-NORTHWEST OF JIGGS.
 LQ0725'
 LQ0725'TO REACH THE STATION FROM JIGGS GO NORTH ALONG STATE HIGHWAY 46
 LQ0725'FOR 0.5 MILE TO A FORK.  TURN LEFT ALONG GRAVELED ROAD FOR
 LQ0725'6.4 MILES TO A CATTLE GUARD, CONTINUE WEST FOR 0.4 MILE TO A
 LQ0725'SIDE ROAD LEFT.  TURN LEFT FOR 0.05 TO A WIRE GATE AND A FORK.
 LQ0725'PASS THROUGH GATE AND TAKE THE RIGHT FORK WEST FOR 2.0 MILES
 LQ0725'TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE ALONG TRACK
 LQ0725'ROAD FOR 2.1 MILES TO A FORK.  TAKE THE LEFT FORK FOR 0.05
 LQ0725'MILE TO THE TOP OF THE RIDGE.  TURN LEFT PASSING A RAIN GAUGE
 LQ0725'ON THE RIGHT AND FOLLOW TRACKS THROUGH JUNIPER TREES UP RIDGE
 LQ0725'FOR 1.0 MILE TO AN EAST-WEST FENCE LINE.  TURN RIGHT ALONG
 LQ0725'FENCE LINE AND GO WEST FOR 0.1 MILE TO A FENCE CORNER.
 LQ0725'BEAR LEFT AND CROSS OVER TO A SADDLE ON THE RIDGE TO THE
 LQ0725'WEST.  TURN LEFT UP THE RIDGE FOR 0.45 MILE, BEAR RIGHT DOWN
 LQ0725'INTO A WASH THEN RIGHT UPON THE NEXT RIDGE TO THE WEST.
 LQ0725'TURN LEFT AND GO SOUTH ALONG THE RIDGE FOR 0.55 MILE TO
 LQ0725'THE BASE OF A STEEP HILL.  PACK TO THE TOP OF THIS HILL AND
 LQ0725'THE AZIMUTH MARK.  CONTINUE SOUTH TO THE TOP OF THE NEXT
 LQ0725'HILL AND THE STATION.  A 25 MINUTE PACK.
 LQ0725'
 LQ0725'THE STATION MARK IS A STANDARD DISK STAMPED HILTON 1947.  IT
 LQ0725'IS SET IN A DRILL HOLE ON HIGHEST PART OF HILL.
 LQ0725'
 LQ0725'REFERENCE MARK 1 IS STANDARD DISK STAMPED HILTON NO 1 1947.
 LQ0725'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH IS
 LQ0725'ABOUT 1 FOOT LOWER THAN THE STATION.
 LQ0725'
 LQ0725'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HILTON NO 2 1947.
 LQ0725'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH IS
 LQ0725'ABOUT 1 FOOT LOWER THAN THE STATION.
 LQ0725'
 LQ0725'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HILTON 1947.  IT
 LQ0725'IS SET IN A DRILL HOLE IN BEDROCK ON THE TOP OF THE HILL
 LQ0725'DESCRIBED ABOVE.
 LQ0725'
 LQ0725'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LQ0725'
 LQ0725'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.6 MILES
 LQ0725'WEST-NORTHWEST OF JIGGS
 LQ0725
 LQ0725                          STATION RECOVERY (1974)
 LQ0725
 LQ0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LQ0725'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-3 STATION 1007.
 LQ0725'STATION MARK--STANDARD DISC STAMPED---HILTON 1947---CEMENTED IN A
 LQ0725'DRILL HOLE IN A LARGE MASS OF BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0604 ***********************************************************************
 LS0604  DESIGNATION -  HIO
 LS0604  PID         -  LS0604
 LS0604  STATE/COUNTY-  NV/PERSHING
 LS0604  USGS QUAD   -  GRANITE POINT (1987)
 LS0604
 LS0604                         *CURRENT SURVEY CONTROL
 LS0604  ___________________________________________________________________
 LS0604* NAD 83(1994)-  40 06 18.51945(N)    118 34 01.68579(W)     ADJUSTED  
 LS0604* NAVD 88     -      1259.3    (meters)    4132.     (feet)  VERTCON   
 LS0604  ___________________________________________________________________
 LS0604  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 LS0604  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 LS0604
 LS0604  HORZ ORDER  -  SECOND
 LS0604
 LS0604.The horizontal coordinates were established by classical geodetic methods
 LS0604.and adjusted by the National Geodetic Survey in June 1998..
 LS0604
 LS0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0604
 LS0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0604
 LS0604.The geoid height was determined by GEOID03.
 LS0604
 LS0604;                    North         East     Units Scale Factor Converg.
 LS0604;SPC NV W     - 4,594,286.156   801,380.981   MT  0.99990002   +0 00 37.6
 LS0604;SPC NV W     -15,073,087.16  2,629,197.44   sFT  0.99990002   +0 00 37.6
 LS0604;UTM  11      - 4,440,604.186   366,432.364   MT  0.99981962   -1 00 34.9
 LS0604
 LS0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0604!SPC NV W     -   0.99980611  x   0.99990002  =   0.99970615
 LS0604!UTM  11      -   0.99980611  x   0.99981962  =   0.99962576
 LS0604
 LS0604|---------------------------------------------------------------------|
 LS0604| PID    Reference Object                     Distance      Geod. Az  |
 LS0604|                                                           dddmmss.s |
 LS0604| DB7911 HIO RM 1                              5.890 METERS 16518     |
 LS0604| LS0603 AIRWAY BCN 26 A DERBY APT           APPROX. 3.9 KM 1844203.8 |
 LS0604| DB7912 HIO RM 2                             12.039 METERS 30644     |
 LS0604|---------------------------------------------------------------------|
 LS0604
 LS0604                          SUPERSEDED SURVEY CONTROL
 LS0604
 LS0604  NAD 83(1986)-  40 06 18.52636(N)    118 34 01.68175(W) AD(       ) 2
 LS0604  NAD 27      -  40 06 18.85410(N)    118 33 58.14220(W) AD(       ) 2
 LS0604  NGVD 29 (07/19/86) 1258.4    (m)         4129.     (f) VERT ANG       
 LS0604
 LS0604.Superseded values are not recommended for survey control.
 LS0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0604.See file dsdata.txt to determine how the superseded data were derived.
 LS0604
 LS0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE6643240604(NAD 83)
 LS0604_MARKER: DS = TRIANGULATION STATION DISK
 LS0604_SETTING: 66 = SET IN ROCK OUTCROP
 LS0604
 LS0604  HISTORY     - Date     Condition        Report By
 LS0604  HISTORY     - 1957     MONUMENTED       CGS
 LS0604
 LS0604                          STATION DESCRIPTION
 LS0604
 LS0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0604'THE STATION IS ABOUT 7 MILES SOUTHWEST OF THE CENTER OF LOVELOCK
 LS0604'AND 2-1/4 MILES NORTH OF THE DERBY AIRPORT, ON THE SUMMIT AND
 LS0604'EAST SIDE OF A LONE DOUBLE-TOPPED LIGHT-COLORED ROCKY HILL
 LS0604'ABOUT 150 YARDS NORTHWEST OF U.S. HIGHWAY 40.
 LS0604'
 LS0604'TO REACH FROM THE TRAFFIC SIGNAL IN LOVELOCK (1/2 BLOCK EAST
 LS0604'OF THE POST OFFICE), GO SOUTHWEST ON U.S. HIGHWAY 40 AND 95
 LS0604'FOR 7.3 MILES.  THE STATION IS ON THE ROCKY HILL ON THE RIGHT,
 LS0604'NORTHWESET SIDE OF THE HIGHWAY.  THE STATION CAN BE DRIVEN
 LS0604'WITH A 4-WHEEL DRIVE VEHICLE BY GOING WESTERLY AROUND THE SOUTH
 LS0604'SIDE OF THE HILL, THEN CIRCLING AND GOING EASTERLY UP THE
 LS0604'STEEP WEST SLOPE TO THE SUMMIT, THENCE EASTERLY ACROSS THE
 LS0604'NARROW SADDLE TO THE EAST HUMP AND STATION.
 LS0604'
 LS0604'THE STATION MARK, STAMPED HIO 1957, IS A STANDARD DISK CEMENTED
 LS0604'IN A DRILL HOLE IN BEDROCK ABOUT 3 INCHES BELOW THE GROUND
 LS0604'SURFACE.
 LS0604'
 LS0604'REFERENCE MARK 1, STAMPED HIO NO 1 1957, IS CEMENTED IN A DRILL
 LS0604'HOLE IN A GRANITE ROCK PROJECTING ABOUT 1 FOOT ABOVE THE GROUND
 LS0604'AND ABOUT THE SAME ELEVATION AS THE STATION.
 LS0604'
 LS0604'REFERENCE MARK 2, STAMPED HIO NO 2 1957, IS ABOUT 1 FOOT LOWER
 LS0604'THAN THE STATION AND ON A SMALL KNOB IN THE SADDLE, CEMENTED
 LS0604'IN A DRILL HOLE IN BEDROCK ON THE LAVA PROTRUSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR2518 ***********************************************************************
 HR2518  DESIGNATION -  HOG BACK
 HR2518  PID         -  HR2518
 HR2518  STATE/COUNTY-  NV/ESMERALDA
 HR2518  USGS QUAD   -  DAVIS MOUNTAIN (1994)
 HR2518
 HR2518                         *CURRENT SURVEY CONTROL
 HR2518  ___________________________________________________________________
 HR2518* NAD 83(1994)-  37 50 55.56040(N)    118 13 08.00299(W)     ADJUSTED  
 HR2518* NAVD 88     -      2124.     (meters)    6968.     (feet)  SCALED    
 HR2518  ___________________________________________________________________
 HR2518  LAPLACE CORR-         -13.27  (seconds)                    DEFLEC99
 HR2518  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 HR2518
 HR2518  HORZ ORDER  -  THIRD
 HR2518
 HR2518.The horizontal coordinates were established by classical geodetic methods
 HR2518.and adjusted by the National Geodetic Survey in June 1998..
 HR2518
 HR2518.The orthometric height was scaled from a topographic map.
 HR2518
 HR2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2518
 HR2518.The geoid height was determined by GEOID03.
 HR2518
 HR2518;                    North         East     Units Scale Factor Converg.
 HR2518;SPC NV W     - 4,343,881.753   832,072.450   MT  0.99991267   +0 13 25.0
 HR2518;SPC NV W     -14,251,552.05  2,729,891.03   sFT  0.99991267   +0 13 25.0
 HR2518;SPC CA 3     -   652,134.253 2,200,732.478   MT  0.99993063   +1 23 47.6
 HR2518;SPC CA 3     - 2,139,543.80  7,220,236.47   sFT  0.99993063   +1 23 47.6
 HR2518;UTM  11      - 4,189,735.539   392,763.326   MT  0.99974164   -0 44 52.6
 HR2518
 HR2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2518!SPC NV W     -   0.99967069  x   0.99991267  =   0.99958339
 HR2518!SPC CA 3     -   0.99967069  x   0.99993063  =   0.99960134
 HR2518!UTM  11      -   0.99967069  x   0.99974164  =   0.99941241
 HR2518
 HR2518:                Primary Azimuth Mark                     Grid Az
 HR2518:SPC NV W     -  BLACK                                    235 15 31.6
 HR2518:SPC CA 3     -  BLACK                                    234 05 09.0
 HR2518:UTM  11      -  BLACK                                    236 13 49.2
 HR2518
 HR2518|---------------------------------------------------------------------|
 HR2518| PID    Reference Object                     Distance      Geod. Az  |
 HR2518|                                                           dddmmss.s |
 HR2518| HR2577 BLACK                               APPROX. 4.5 KM 2352856.6 |
 HR2518|---------------------------------------------------------------------|
 HR2518
 HR2518                          SUPERSEDED SURVEY CONTROL
 HR2518
 HR2518  NAD 83(1992)-  37 50 55.55745(N)    118 13 08.00163(W) AD(       ) 3
 HR2518  NAD 83(1986)-  37 50 55.56951(N)    118 13 07.99229(W) AD(       ) 3
 HR2518  NAD 27      -  37 50 55.78500(N)    118 13 04.60700(W) AD(       ) 3
 HR2518
 HR2518.Superseded values are not recommended for survey control.
 HR2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2518.See file dsdata.txt to determine how the superseded data were derived.
 HR2518
 HR2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB9276389736(NAD 83)
 HR2518
 HR2518  HISTORY     - Date     Condition        Report By
 HR2518  HISTORY     - 1895     MONUMENTED       CGS
 HR2518
 HR2518                          STATION DESCRIPTION
 HR2518
 HR2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HR2518'STATION IS ON THE SUMMIT OF A SMALL HOG-BACK HILL STANDING OUT
 HR2518'ON THE SLOPE FROM MINE TO FISH LAKE VALLEY, ABOUT MIDWAY BETWEEN
 HR2518'THE DAVIS RANCH AND TRAIL CANYON.  NO TREES ON THE HILL.  IT
 HR2518'STANDS IN THE CENTER OF WHAT IS KNOWN AS MIDDLE CANYON.  MARKED BY
 HR2518'DRILL HOLE IN PLACED STONE AND POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0668 ***********************************************************************
 LQ0668  DESIGNATION -  HOGAN
 LQ0668  PID         -  LQ0668
 LQ0668  STATE/COUNTY-  NV/ELKO
 LQ0668  USGS QUAD   -  FLOWERY LAKE (1986)
 LQ0668
 LQ0668                         *CURRENT SURVEY CONTROL
 LQ0668  ___________________________________________________________________
 LQ0668* NAD 83(1994)-  40 44 07.58892(N)    114 34 20.11186(W)     ADJUSTED  
 LQ0668* NAVD 88     -      1924.0    (meters)    6312.     (feet)  VERTCON   
 LQ0668  ___________________________________________________________________
 LQ0668  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 LQ0668  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 LQ0668
 LQ0668  HORZ ORDER  -  FIRST
 LQ0668
 LQ0668.The horizontal coordinates were established by classical geodetic methods
 LQ0668.and adjusted by the National Geodetic Survey in June 1998..
 LQ0668
 LQ0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0668
 LQ0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0668
 LQ0668.The geoid height was determined by GEOID03.
 LQ0668
 LQ0668;                    North         East     Units Scale Factor Converg.
 LQ0668;SPC NV E     - 8,664,760.672   285,398.763   MT  0.99998974   +0 39 35.4
 LQ0668;SPC NV E     -28,427,635.64    936,345.77   sFT  0.99998974   +0 39 35.4
 LQ0668;SPC UT N     - 1,049,240.807   240,539.453   MT  0.99999702   -2 01 32.5
 LQ0668;SPC UT C     - 2,271,148.469   240,529.839   MT  1.00002238   -1 58 04.9
 LQ0668;UTM  11      - 4,512,224.343   705,000.650   MT  1.00011730   +1 35 05.3
 LQ0668
 LQ0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0668!SPC NV E     -   0.99970108  x   0.99998974  =   0.99969082
 LQ0668!SPC UT N     -   0.99970108  x   0.99999702  =   0.99969810
 LQ0668!SPC UT C     -   0.99970108  x   1.00002238  =   0.99972345
 LQ0668!UTM  11      -   0.99970108  x   1.00011730  =   0.99981835
 LQ0668
 LQ0668:                Primary Azimuth Mark                     Grid Az
 LQ0668:SPC NV E     -  HOGAN AZ MK                              030 05 48.0
 LQ0668:SPC UT N     -  HOGAN AZ MK                              032 46 55.9
 LQ0668:SPC UT C     -  HOGAN AZ MK                              032 43 28.3
 LQ0668:UTM  11      -  HOGAN AZ MK                              029 10 18.1
 LQ0668
 LQ0668|---------------------------------------------------------------------|
 LQ0668| PID    Reference Object                     Distance      Geod. Az  |
 LQ0668|                                                           dddmmss.s |
 LQ0668| DD6007 HOGAN AZ MK                                        0304523.4 |
 LQ0668| DD6008 HOGAN RM 1                           11.708 METERS 04314     |
 LQ0668| DD6009 HOGAN RM 2                            7.340 METERS 10621     |
 LQ0668|---------------------------------------------------------------------|
 LQ0668
 LQ0668                          SUPERSEDED SURVEY CONTROL
 LQ0668
 LQ0668  NAD 83(1994)-  40 44 07.58841(N)    114 34 20.11070(W) AD(       ) 1
 LQ0668  NAD 83(1986)-  40 44 07.58379(N)    114 34 20.10553(W) AD(       ) 1
 LQ0668  NAD 27      -  40 44 07.83781(N)    114 34 17.01708(W) AD(       ) 1
 LQ0668  NGVD 29 (07/19/86) 1922.9    (m)         6309.     (f) VERT ANG       
 LQ0668
 LQ0668.Superseded values are not recommended for survey control.
 LQ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0668.See file dsdata.txt to determine how the superseded data were derived.
 LQ0668
 LQ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF0500112224(NAD 83)
 LQ0668_MARKER: DD = SURVEY DISK
 LQ0668_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0668
 LQ0668  HISTORY     - Date     Condition        Report By
 LQ0668  HISTORY     - 1974     MONUMENTED       DMA
 LQ0668
 LQ0668                          STATION DESCRIPTION
 LQ0668
 LQ0668'DESCRIBED BY DEFENSE MAP AGENCY 1974
 LQ0668'THE STATION IS LOCATED IN ELKO COUNTY, NEVADA, ABOUT 28 MILES,
 LQ0668'AIRLINE, WEST OF WENDOVER, 32 MILES SOUTHEAST OF WELLS, 34 MILES
 LQ0668'NORTH-NORTHEAST OF CURRIE AND 0.5 MILE NORTH OF A WESTERN PACIFIC
 LQ0668'RAILROAD TUNNEL THAT PASSES THRU, AND NEAR THE CENTER OF, THE
 LQ0668'PEQUOP MOUNTAINS.
 LQ0668'
 LQ0668'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 40 AND
 LQ0668'93, ON THE EAST SIDE OF WELLS, NEVADA, PROCEED SOUTH ON U.S. HIGHWAY
 LQ0668'93 FOR 9.2 MILES TO MILEPOST 65, CONTINUE SOUTH FOR 0.1 MILE TO A
 LQ0668'GOOD GRAVEL ROAD ON THE LEFT, TURN LEFT AND GO EAST FOR 0.6 MILE
 LQ0668'TO A RAILROAD, TURN RIGHT AND GO SOUTHEASTERLY ALONG RAILROAD FOR
 LQ0668'2.2 MILES TO A POINT WHERE THE MAIN TRAVELLED ROAD LEAVES THE
 LQ0668'RAILROAD BUT STILL PARALLELS IT, CONTINUE SOUTHEASTERLY ON THE
 LQ0668'MAIN TRAVELLED ROAD FOR 3.5 MILES TO A 5 POINT INTERSECTION (200
 LQ0668'YARDS WEST OF TOBAR SIDING) TURN 45 DEG RIGHT AND CONTINUE
 LQ0668'SOUTHEASTERLY ON THE MAIN TRAVELLED ROAD FOR 7.3 MILES TO A
 LQ0668'ROAD FORK AND SIGN TOBAR 6, BEAR LEFT AND CONTINUE SOUTHEASTERLY
 LQ0668'FOR 8.1 MILES TO A CATTLEGUARD IN A NORTH-SOUTH FENCE LINE AND
 LQ0668'SIGN MOUND SPRING, CROSS CATTLE GUARD AND CONTINUE STRAIGHT ON THE
 LQ0668'MAIN-TRAVELLED ROAD FOR 1.9 MILES TO A CROSSROAD AND SIGN
 LQ0668'SPRUCE, TURN LEFT, PASSING OLD RANCH BUILDINGS, AND GO EASTERLY
 LQ0668'FOR 4.2 MILES TO AN OLD CABIN AND CORRAL, BEAR LEFT, PASSING AROUND
 LQ0668'CORRAL, AND CONTINUE EASTERLY 0.55 MILE TO A CROSSROAD,
 LQ0668'TURN LEFT AND GO NORTHEASTERLY 4.2 MILES TO A ROAD FORK, BEAR LEFT
 LQ0668'AND CONTINUE NORTHERLY FOR 0.9 MILE TO A ROAD FORK, TAKE RIGHT
 LQ0668'FORK AND CONTINUE NORTHERLY FOR 0.9 MILE TO A ROAD FORK, TAKE
 LQ0668'RIGHT FORK AND CONTINUE NORTHERLY FOR 1.75 MILES TO A ROAD LEFT (THIS
 LQ0668'POINT IS ABOUT 75 YARDS EAST OF THE WEST END OF A RAILROAD TUNNEL)
 LQ0668'CONTINUE STRAIGHT NORTHERLY FOR 0.15 MILE TO JUNCTION WITH
 LQ0668'ABANDONED RAILROAD GRADE, CONTINUE EASTERLY ALONG ABANDONED
 LQ0668'RAILROAD GRADE FOR 0.4 MILE TO THE WEST END OF A FILL AND A TRACK
 LQ0668'ROAD LEFT, (TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE
 LQ0668'EAST AND NORTHEAST FOR 0.85 MILE TO A FORK, TURN LEFT AND GO
 LQ0668'NORTHERLY ON THE MAIN TRAVELLED ROAD FOR 2.05 MILES TO A TRACK ROAD
 LQ0668'LEFT, TURN LEFT AND GO NORTHWEST FOR 0.1 MILE UP LOW RIDGE TO THE
 LQ0668'STATION.) TURN LEFT AND GO NORTHERLY ON TRACK ROAD FOR 0.45 MILE
 LQ0668'TO A SADDLE, TURN RIGHT AND GO EASTERLY ON TRACKS UP SLOPE FOR
 LQ0668'0.15 MILE TO TOP OF RIDGE AND THE STATION.  A FOUR-WHEEL DRIVE
 LQ0668'STATION.
 LQ0668'
 LQ0668'THE STATION MARK, STAMPED HOGAN TOPO. CENTER 1974, IS A DEFENSE
 LQ0668'MAPPING AGENCY DISK CEMENTED INTO A DRILLED HOLE IN A 1.5 FOOT BY 3
 LQ0668'FOOT GRANITE OUTCROP PROJECTING 0.5 FOOT ABOVE GROUND SURFACE ON
 LQ0668'THE HIGHEST POINT OF A SMALL TOP.
 LQ0668'
 LQ0668'REFERENCE MARK 1, STAMPED HOGAN RM NO. 1 TOPO. CENTER 1974, IS A
 LQ0668'DEFENSE MAPPING AGENCY DISK CEMENTED INTO A DRILLED HOLE IN A 3 FEET
 LQ0668'BY 4 FEET GRANITE OUTCROP PROJECTING 0.4 FOOT ABOVE THE GROUND
 LQ0668'SURFACE.  IT IS 38.4 FEET NORTHEAST OF THE STATION MARK AND ABOUT
 LQ0668'1 FOOT LOWER IN ELEVATION.
 LQ0668'
 LQ0668'REFERENCE MARK 2, STAMPED HOGAN RM NO. 2 TOPO. CENTER 1974, IS A
 LQ0668'DEFENSE MAPPING AGENCY DISK CEMENTED INTO A DRILLED HOLE IN A 2
 LQ0668'FEET BY 3 FEET GRANITE OUTCROP PROJECTING 0.7 FOOT ABOVE THE GROUND
 LQ0668'SURFACE.  IT IS 24.0 FEET EAST-SOUTHEAST OF THE STATION MARK AND 3
 LQ0668'FEET LOWER IN ELEVATION.
 LQ0668'
 LQ0668'THE AZIMUTH MARK, STAMPED HOGAN AZ. MK. TOPO CENTER 1974, IS A
 LQ0668'DEFENSE MAPPING AGENCY DISK CEMENTED INTO A DRILLED HOLE IN A 2 FEET
 LQ0668'BY 3 FEET GRANITE OUTCROP FLUSH WITH THE GROUND.  IT IS LOCATED ON
 LQ0668'TOP OF A LOW RIDGE, 13 FEET EAST OF THE EAST EDGE OF A CUT IN THE
 LQ0668'RAILROAD GRADE.  59 FEET SOUTH-SOUTHWEST OF A TELEGRAPH POLE.
 LQ0668'27.9 FEET EAST OF THE EAST RAIL OF THE RAILROAD, AND 4 FEET SOUTH
 LQ0668'OF A ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1716 ***********************************************************************
 KR1716  DESIGNATION -  HOLCOMB RESET
 KR1716  PID         -  KR1716
 KR1716  STATE/COUNTY-  NV/WASHOE
 KR1716  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR1716
 KR1716                         *CURRENT SURVEY CONTROL
 KR1716  ___________________________________________________________________
 KR1716* NAD 83(1994)-  39 26 08.48649(N)    119 47 44.44480(W)     ADJUSTED  
 KR1716* NAVD 88     -      1488.2    (meters)    4883.     (feet)  VERTCON   
 KR1716  ___________________________________________________________________
 KR1716  LAPLACE CORR-          -7.23  (seconds)                    DEFLEC99
 KR1716  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 KR1716
 KR1716  HORZ ORDER  -  FIRST
 KR1716
 KR1716.The horizontal coordinates were established by classical geodetic methods
 KR1716.and adjusted by the National Geodetic Survey in June 1998..
 KR1716
 KR1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1716
 KR1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1716
 KR1716.The geoid height was determined by GEOID03.
 KR1716
 KR1716;                    North         East     Units Scale Factor Converg.
 KR1716;SPC NV W     - 4,520,665.307   695,634.880   MT  1.00003406   -0 46 12.6
 KR1716;SPC NV W     -14,831,549.43  2,282,262.10   sFT  1.00003406   -0 46 12.6
 KR1716;UTM  11      - 4,368,857.872   259,390.280   MT  1.00031285   -1 46 36.1
 KR1716
 KR1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1716!SPC NV W     -   0.99977034  x   1.00003406  =   0.99980440
 KR1716!UTM  11      -   0.99977034  x   1.00031285  =   1.00008312
 KR1716
 KR1716:                Primary Azimuth Mark                     Grid Az
 KR1716:SPC NV W     -  HOLCOMB AZ MK                            028 15 37.4
 KR1716:UTM  11      -  HOLCOMB AZ MK                            029 16 00.9
 KR1716
 KR1716|---------------------------------------------------------------------|
 KR1716| PID    Reference Object                     Distance      Geod. Az  |
 KR1716|                                                           dddmmss.s |
 KR1716| DB7915 HOLCOMB AZ MK                                      0272924.8 |
 KR1716| DB7916 HOLCOMB RM 1                          4.756 METERS 12254     |
 KR1716| DB7917 HOLCOMB RM 2                          7.172 METERS 16210     |
 KR1716|---------------------------------------------------------------------|
 KR1716
 KR1716                          SUPERSEDED SURVEY CONTROL
 KR1716
 KR1716  NAD 83(1992)-  39 26 08.49050(N)    119 47 44.43715(W) AD(       ) 1
 KR1716  NAD 83(1986)-  39 26 08.48816(N)    119 47 44.42901(W) AD(       ) 1
 KR1716  NAD 27      -  39 26 08.80600(N)    119 47 40.74800(W) AD(       ) 1
 KR1716  NGVD 29 (07/19/86) 1487.1    (m)         4879.     (f) VERT ANG       
 KR1716
 KR1716.Superseded values are not recommended for survey control.
 KR1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1716.See file dsdata.txt to determine how the superseded data were derived.
 KR1716
 KR1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5939068858(NAD 83)
 KR1716_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1716_SETTING: 80 = SET IN A BOULDER
 KR1716_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1716_STAMPING: HOLCOMB 1946 1981
 KR1716_MARK LOGO: NGS   
 KR1716_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KR1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1716+STABILITY: SURFACE MOTION
 KR1716
 KR1716  HISTORY     - Date     Condition        Report By
 KR1716  HISTORY     - 1981     MONUMENTED       NGS
 KR1716
 KR1716                          STATION DESCRIPTION
 KR1716
 KR1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 KR1716'THE STATION MARK WAS NOT FOUND.  THE DRILL HOLE WAS FOUND.  REFERENCE
 KR1716'MARKS 1 AND 2 WERE RECOVERED.  THE AZIMUTH WAS SEARCHED FOR BUT WAS
 KR1716'NOT RECOVERED.  A NEW SURFACE MARK AND A NEW AZIMUTH MARK WERE
 KR1716'ESTABLISHED AT THIS TIME.  THE STATION IS LOCATED ABOUT 7 MI (11.3 KM)
 KR1716'SOUTHWEST OF RENO ON A LOW ROCKY AND SAGE BRUSH COVERED HILL.  THE
 KR1716'HILL IS OWNED BY R W MARSHALL OF 2440 HOLCOMB LANE. MR. MARSHALL
 KR1716'SHOULD BE CONTACTED BEFORE ENTERING PROPERTY.  TO REACH THE STATION
 KR1716'FROM THE INTERSECTION OF HIGHWAY 395 AND SAI GO SOUTHERLY ON 395 FOR
 KR1716'1.50 MI (2.41 KM) TURN RIGHT ON HUFFACKER LANE AND GO WEST ON
 KR1716'HUFFAKERS LANE FOR 1.65 MI (2.66 KM) TO A T JUNCTION TURN LEFT ON
 KR1716'LAKESIDE DRIVE AND GO 1.6 MI (2.6 KM) TO A PRIVATE DRIVE ON THE RIGHT
 KR1716'AND GO 0.2 MI (0.3 KM) TO A ROAD FORK TAKE LEFT FORK AND GO 0.05 MI
 KR1716'(0.08 KM) TO A GATE PASS THROUGH GATE AND GO UPHILL 0.5 MI (0.8 KM) TO
 KR1716'END OF ROAD AND TRUCK TRAVEL PACK WESTERLY UPHILL ABOUT 300 M (984.2
 KR1716'FT) TO THE STATION.
 KR1716' 
 KR1716'THE STATION IS A STANDARD NGS DISK STAMPED--HOLCOMB 1946 1981--, SET
 KR1716'INTO PARTIALLY EXPOSED BOULDER OF 0.8 M LARGEST DIMENSION, LOCATED 19
 KR1716'M (62.3 FT) SSW FROM A FENCE CORNER 12.0 M (39.4 FT) NNE FROM HIGHEST
 KR1716'PART OF HILL AND 1.43 M (4.69 FT) E FROM A METAL WITNESS POST.
 KR1716' 
 KR1716'REFERENCE MARK NO 1 IS A STANDARD USCGS DISK STAMPED--HOLCOMB NO 1
 KR1716'1946--, SET INTO THE TOP OF A BOULDER 1.2 M (3.9 FT) LARGEST DIMENSION
 KR1716'LOCATED 18.0 M (59.1 FT) S FROM A FENCE CORNER 6.1 M (20.0 FT) E FROM
 KR1716'A METAL WITNESS POST AND 2 M (6.6 FT) LOWER THAN THE STATION.
 KR1716' 
 KR1716'REFERENCE MARK NO 2 IS A STANDARD USCGS DISK STAMPED--HOLCOMB NO 2
 KR1716'1946--, SET INTO THE TOP OF A BOULDER 0.5 M (1.6 FT) LARGEST
 KR1716'DIMENSION.  LOCATED 5.1 M (16.7 FT) WSW FROM A METAL WITNESS POST AND
 KR1716'0.3 M(1.0 FT) HIGHER THAN THE STATION.
 KR1716' 
 KR1716'AZIMUTH NO. 2 IS A STANDARD NGS AZIMUTH MARK DISK STAMPED--HOLCOMB
 KR1716'1946 NO 2 1981--, SET INTO A DRILL HOLE IN THE NORTH CURB OF HUFFAKER
 KR1716'LANE. IT IS 16.0 M (52.5 FT) EAST FROM THE CENTERLINE OF COUNTRY
 KR1716'ESTATES CIRCLE 10.56 NORTH OF THE CENTERLINE OF HUFFAKER LANE AND 5.10
 KR1716'M (16.73 FT) WEST SOUTHWEST FROM A LIGHT POLE.  DESCRIBED BY L L
 KR1716'RIGGERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1390 ***********************************************************************
 FS1390  DESIGNATION -  HOLE
 FS1390  PID         -  FS1390
 FS1390  STATE/COUNTY-  NV/CLARK
 FS1390  USGS QUAD   -  MC CULLOUGH PASS (1989)
 FS1390
 FS1390                         *CURRENT SURVEY CONTROL
 FS1390  ___________________________________________________________________
 FS1390* NAD 83(1994)-  35 44 58.07387(N)    115 08 26.93263(W)     ADJUSTED  
 FS1390* NAVD 88     -      1123.1    (meters)    3685.     (feet)  VERTCON   
 FS1390  ___________________________________________________________________
 FS1390  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 FS1390  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FS1390
 FS1390  HORZ ORDER  -  THIRD
 FS1390
 FS1390.The horizontal coordinates were established by classical geodetic methods
 FS1390.and adjusted by the National Geodetic Survey in June 1998..
 FS1390
 FS1390.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1390
 FS1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1390
 FS1390.The geoid height was determined by GEOID03.
 FS1390
 FS1390;                    North         East     Units Scale Factor Converg.
 FS1390;SPC NV E     - 8,110,965.012   240,021.061   MT  0.99991973   +0 15 30.7
 FS1390;SPC NV E     -26,610,724.38    787,469.10   sFT  0.99991973   +0 15 30.7
 FS1390;UTM  11      - 3,957,754.802   668,101.794   MT  0.99994822   +1 05 11.3
 FS1390
 FS1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1390!SPC NV E     -   0.99982822  x   0.99991973  =   0.99974796
 FS1390!UTM  11      -   0.99982822  x   0.99994822  =   0.99977645
 FS1390
 FS1390|---------------------------------------------------------------------|
 FS1390| PID    Reference Object                     Distance      Geod. Az  |
 FS1390|                                                           dddmmss.s |
 FS1390| CS5964 HOLE RM 1                             3.106 METERS 10822     |
 FS1390| CS5965 HOLE RM 2                             2.685 METERS 19215     |
 FS1390|---------------------------------------------------------------------|
 FS1390
 FS1390                          SUPERSEDED SURVEY CONTROL
 FS1390
 FS1390  NAD 83(1992)-  35 44 58.07253(N)    115 08 26.93388(W) AD(1991.35) 3
 FS1390  NAD 83(1992)-  35 44 58.07377(N)    115 08 26.93292(W) AD(       ) 3
 FS1390  NAD 83(1992)-  35 44 58.07146(N)    115 08 26.93315(W) AD(       ) 3
 FS1390  NAD 83(1986)-  35 44 58.07286(N)    115 08 26.92214(W) AD(       ) 3
 FS1390  NGVD 29 (05/21/91) 1122.3    (m)         3682.     (f) VERT ANG       
 FS1390
 FS1390.Superseded values are not recommended for survey control.
 FS1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1390.See file dsdata.txt to determine how the superseded data were derived.
 FS1390
 FS1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6810257755(NAD 83)
 FS1390_MARKER: DS = TRIANGULATION STATION DISK
 FS1390_SETTING: 66 = SET IN ROCK OUTCROP
 FS1390_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FS1390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1390+STABILITY: POSITION/ELEVATION WELL
 FS1390
 FS1390  HISTORY     - Date     Condition        Report By
 FS1390  HISTORY     - 1958     MONUMENTED       USGS
 FS1390
 FS1390                          STATION DESCRIPTION
 FS1390
 FS1390'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FS1390'LOCATED ABOUT 10.5 MI N. OF MC CULLOUGH MTN., 10 MI FROM JEAN, 1
 FS1390'MI NW. OF TRANSMISSION LINE.  ON SMALL SHARP RIDGE RUNNING N.-S.
 FS1390'
 FS1390'TO REACH FROM RAILROAD PASS 4 MI W. OF BOULDER CITY, DRIVE 10.3
 FS1390'MI S. ON U.S. HWY. 95 TO DIRT RD. W. 0.3 MI S. OF RD. TO NELSON.
 FS1390'TURN RIGHT ON DIRT RD. PASSING THROUGH OLD BORROW PIT 1 MI TO
 FS1390'POWER LINE RD.  TURN LEFT ON POWER LINE RD. 12 MI TO WASH AND
 FS1390'SIGN 31-III-1, 31-III-2, 31-III-3 AND RD. FORKS.  TURN RIGHT ON
 FS1390'RD. UP WASH 0.3 MI TO RD. FORKS.  TAKE RIGHT FORK 0.2 MI TO SMALL
 FS1390'DRAIN JUST PAST TOWER 312.  PACK UP DRAIN N. KEEPING TO RIGHT FORK
 FS1390'TO SADDLE.  TURN LEFT AT SADLE TO MAIN RIDGE.  THEN RIGHT TO LAVA
 FS1390'TOP AND STATION.  ABOUT A 30-MINUTE PACK.
 FS1390'
 FS1390'STATION MARK--STANDARD TABLET STAMPED---HOLE 1958---, CEMENTED IN
 FS1390'DRILL HOLE IN ROCK OUTCROP.
 FS1390'
 FS1390'RM 1--COPPER NAIL AND WASHER IN ROCK.
 FS1390'
 FS1390'RM 2--COPPER NAIL AND WASHER IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0408 ***********************************************************************
 KP0408  DESIGNATION -  HOLSTEAD
 KP0408  PID         -  KP0408
 KP0408  STATE/COUNTY-  NV/WHITE PINE
 KP0408  USGS QUAD   -  MT HAMILTON (1990)
 KP0408
 KP0408                         *CURRENT SURVEY CONTROL
 KP0408  ___________________________________________________________________
 KP0408* NAD 83(1994)-  39 08 27.37642(N)    115 34 51.26535(W)     ADJUSTED  
 KP0408* NAVD 88     -      1866.     (meters)    6122.     (feet)  SCALED    
 KP0408  ___________________________________________________________________
 KP0408  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 KP0408  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 KP0408
 KP0408  HORZ ORDER  -  FIRST
 KP0408
 KP0408.The horizontal coordinates were established by classical geodetic methods
 KP0408.and adjusted by the National Geodetic Survey in June 1998..
 KP0408
 KP0408.The orthometric height was scaled from a topographic map.
 KP0408
 KP0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0408
 KP0408.The geoid height was determined by GEOID03.
 KP0408
 KP0408;                    North         East     Units Scale Factor Converg.
 KP0408;SPC NV E     - 8,487,243.406   200,209.742   MT  0.99990000   +0 00 05.5
 KP0408;SPC NV E     -27,845,231.07    656,854.80   sFT  0.99990000   +0 00 05.5
 KP0408;SPC NV C     - 6,487,804.813   593,860.341   MT  1.00000844   +0 41 07.5
 KP0408;SPC NV C     -21,285,406.29  1,948,356.80   sFT  1.00000844   +0 41 07.5
 KP0408;UTM  11      - 4,333,375.602   622,640.171   MT  0.99978520   +0 53 45.2
 KP0408
 KP0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0408!SPC NV E     -   0.99971059  x   0.99990000  =   0.99961062
 KP0408!SPC NV C     -   0.99971059  x   1.00000844  =   0.99971903
 KP0408!UTM  11      -   0.99971059  x   0.99978520  =   0.99949585
 KP0408
 KP0408:                Primary Azimuth Mark                     Grid Az
 KP0408:SPC NV E     -  T13N R57E SECS 20 21 28 29               075 58 16.5
 KP0408:SPC NV C     -  T13N R57E SECS 20 21 28 29               075 17 14.5
 KP0408:UTM  11      -  T13N R57E SECS 20 21 28 29               075 04 36.8
 KP0408
 KP0408|---------------------------------------------------------------------|
 KP0408| PID    Reference Object                     Distance      Geod. Az  |
 KP0408|                                                           dddmmss.s |
 KP0408| DD6010 T13N R57E SECS 20 21 28 29                         0755822.0 |
 KP0408| DD6011 HOLSTEAD RM 1                        22.275 METERS 07639     |
 KP0408| DD6012 HOLSTEAD RM 2                        16.262 METERS 24437     |
 KP0408|---------------------------------------------------------------------|
 KP0408
 KP0408                          SUPERSEDED SURVEY CONTROL
 KP0408
 KP0408  NAD 83(1986)-  39 08 27.37215(N)    115 34 51.26482(W) AD(       ) 1
 KP0408  NAD 27      -  39 08 27.61300(N)    115 34 48.13200(W) AD(       ) 1
 KP0408
 KP0408.Superseded values are not recommended for survey control.
 KP0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0408.See file dsdata.txt to determine how the superseded data were derived.
 KP0408
 KP0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD2264033376(NAD 83)
 KP0408_MARKER: DS = TRIANGULATION STATION DISK
 KP0408_SETTING: 80 = SET IN A BOULDER
 KP0408_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KP0408
 KP0408  HISTORY     - Date     Condition        Report By
 KP0408  HISTORY     - 1939     MONUMENTED       CGS
 KP0408
 KP0408                          STATION DESCRIPTION
 KP0408
 KP0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 KP0408'STATION IS 1.7 MILES BY ROAD NW FROM GREEN SPRINGS RANCH, ABOUT
 KP0408'200 FEET NW OF SMALL WOODEN BRIDGE ON GREEN SPRINGS RANCH-EUREKA
 KP0408'ROAD.
 KP0408'
 KP0408'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 KP0408'IN A DRILL HOLE IN A BOULDER.
 KP0408'
 KP0408'STATION MARK IS SET IN A ROCK BOULDER, WHICH PROJECTS 8 INCHES,
 KP0408'11.6 METERS SW OF GREEN SPRINGS RANCH-EUREKA ROAD, STAMPED
 KP0408'HOLSTEAD 1938.
 KP0408'
 KP0408'REFERENCE MARK NO. 1 IS SET IN ROCK BOULDER, WHICH PROJECTS 8
 KP0408'INCHES, 9 METERS NE OF ROAD, STAMPED HOLSTEAD NO. 1 1938, LEVEL
 KP0408'WITH STATION MARK.  REFERENCE MARK NO. 2 IS SET IN BOULDER,
 KP0408'WHICH PROJECTS 18 INCHES, 27.9 METERS SW OF ROAD, STAMPED
 KP0408'HOLSTEAD NO. 2 1938, LEVEL WITH STATION MARK.
 KP0408'
 KP0408'AZIMUTH MARK IS GENERAL LAND OFFICE SECTION CORNER DISK WELDED
 KP0408'TO PIPE, WHICH IS SET IN CAIRN, STAMPED S20 21 S29 28 1914 T13N
 KP0408'R57E, PROJECTS ABOUT 18 INCHES.
 KP0408'
 KP0408'BAROMETRIC ELEVATION OF STATION, 5,890 FEET, BAROMETER NO. 1.
 KP0408'
 KP0408'A 4X4-INCH STAKE, PAINTED WHITE, IS SET 1.52 METERS (5.0 FEET),
 KP0408'WSW OF STATION, PROJECTS 2.0 FEET.
 KP0408'
 KP0408'TO REACH FROM GREEN SPRINGS RANCH, GO N FOR 0.3 MILE AND TAKE
 KP0408'LEFT FORK NW, AT SIGN EUREKA-HAMILTON, GO 1.4 MILES TO STATION
 KP0408'AT LEFT SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0375 ***********************************************************************
 MV0375  DESIGNATION -  HOME
 MV0375  PID         -  MV0375
 MV0375  STATE/COUNTY-  NV/WASHOE
 MV0375  USGS QUAD   -  HAYS CANYON (1979)
 MV0375
 MV0375                         *CURRENT SURVEY CONTROL
 MV0375  ___________________________________________________________________
 MV0375* NAD 83(1994)-  41 20 47.68892(N)    119 56 08.14600(W)     ADJUSTED  
 MV0375* NAVD 88     -      2327.78   (+/-2cm)    7637.1    (feet)  VERTCON   
 MV0375  ___________________________________________________________________
 MV0375  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 MV0375  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 MV0375
 MV0375  HORZ ORDER  -  SECOND
 MV0375  VERT ORDER  -  THIRD ? (See Below)
 MV0375
 MV0375.The horizontal coordinates were established by classical geodetic methods
 MV0375.and adjusted by the National Geodetic Survey in June 1998..
 MV0375
 MV0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0375.The vertical order pertains to the NGVD 29 superseded value.
 MV0375
 MV0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0375
 MV0375.The geoid height was determined by GEOID03.
 MV0375
 MV0375;                    North         East     Units Scale Factor Converg.
 MV0375;SPC NV W     - 4,733,014.281   686,835.131   MT  1.00005756   -0 53 36.3
 MV0375;SPC NV W     -15,528,231.02  2,253,391.59   sFT  1.00005756   -0 53 36.3
 MV0375;UTM  11      - 4,581,390.352   254,395.790   MT  1.00034243   -1 56 24.9
 MV0375;UTM  10      - 4,581,763.498   756,382.100   MT  1.00040903   +2 01 31.7
 MV0375
 MV0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0375!SPC NV W     -   0.99963839  x   1.00005756  =   0.99969593
 MV0375!UTM  11      -   0.99963839  x   1.00034243  =   0.99998070
 MV0375!UTM  10      -   0.99963839  x   1.00040903  =   1.00004728
 MV0375
 MV0375:                Primary Azimuth Mark                     Grid Az
 MV0375:SPC NV W     -  HAYS PEAK                                180 00 40.8
 MV0375:UTM  11      -  HAYS PEAK                                181 03 29.4
 MV0375:UTM  10      -  HAYS PEAK                                177 05 32.8
 MV0375
 MV0375|---------------------------------------------------------------------|
 MV0375| PID    Reference Object                     Distance      Geod. Az  |
 MV0375|                                                           dddmmss.s |
 MV0375| MV0376 HAYS PEAK                           APPROX. 8.1 KM 1790704.5 |
 MV0375|---------------------------------------------------------------------|
 MV0375
 MV0375                          SUPERSEDED SURVEY CONTROL
 MV0375
 MV0375  NAD 83(1992)-  41 20 47.68950(N)    119 56 08.14670(W) AD(       ) 2
 MV0375  NAD 83(1986)-  41 20 47.69600(N)    119 56 08.14756(W) AD(       ) 2
 MV0375  NAD 27      -  41 20 48.07331(N)    119 56 04.38145(W) AD(       ) 2
 MV0375  NGVD 29 (07/19/86) 2326.54   (m)         7633.0    (f) LEVELING    3  
 MV0375
 MV0375.Superseded values are not recommended for survey control.
 MV0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0375.See file dsdata.txt to determine how the superseded data were derived.
 MV0375
 MV0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF5439681390(NAD 83)
 MV0375_MARKER: DD = SURVEY DISK
 MV0375_SETTING: 66 = SET IN ROCK OUTCROP
 MV0375_SP_SET: SET IN ROCK OUTCROP
 MV0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0375+STABILITY: POSITION/ELEVATION WELL
 MV0375
 MV0375  HISTORY     - Date     Condition        Report By
 MV0375  HISTORY     - 1966     MONUMENTED       USGS
 MV0375
 MV0375                          STATION DESCRIPTION
 MV0375
 MV0375'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (TKB)
 MV0375'LOCATED ABOUT 17.5 MI. S. OF VYA.  5.8 MI. SW. OF BOULDER
 MV0375'LAKE.  2 MI. N. OF HAYS CANYON.  0.25 MI. SSW. OF A PROMINENT
 MV0375'ROCKY BUTTE.  ON THE HIGHEST POINT OF A ROCKY TOP.
 MV0375'
 MV0375'REACHED BY HELICOPTER.
 MV0375'
 MV0375'STATION MARK--A STANDARD TABLET STAMPED HOME 1966, SET IN ROCK
 MV0375'OUTCROP ON TOP.
 MV0375'
 MV0375'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0718 ***********************************************************************
 MU0718  DESIGNATION -  HOME
 MU0718  PID         -  MU0718
 MU0718  STATE/COUNTY-  NV/HUMBOLDT
 MU0718  USGS QUAD   -  WILLOW CREEK RANCH (1991)
 MU0718
 MU0718                         *CURRENT SURVEY CONTROL
 MU0718  ___________________________________________________________________
 MU0718* NAD 83(1994)-  41 39 53.65285(N)    117 52 14.66294(W)     ADJUSTED  
 MU0718* NAVD 88     -      1276.5    (meters)    4188.     (feet)  VERTCON   
 MU0718  ___________________________________________________________________
 MU0718  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 MU0718  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 MU0718
 MU0718  HORZ ORDER  -  THIRD
 MU0718
 MU0718.The horizontal coordinates were established by classical geodetic methods
 MU0718.and adjusted by the National Geodetic Survey in June 1998..
 MU0718
 MU0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0718
 MU0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0718
 MU0718.The geoid height was determined by GEOID03.
 MU0718
 MU0718;                    North         East     Units Scale Factor Converg.
 MU0718;SPC NV W     - 4,767,727.945   859,341.903   MT  0.99994332   +0 28 25.4
 MU0718;SPC NV W     -15,642,120.77  2,819,357.56   sFT  0.99994332   +0 28 25.4
 MU0718;UTM  11      - 4,612,938.130   427,509.981   MT  0.99966466   -0 34 43.9
 MU0718
 MU0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0718!SPC NV W     -   0.99980291  x   0.99994332  =   0.99974624
 MU0718!UTM  11      -   0.99980291  x   0.99966466  =   0.99946764
 MU0718
 MU0718|---------------------------------------------------------------------|
 MU0718| PID    Reference Object                     Distance      Geod. Az  |
 MU0718|                                                           dddmmss.s |
 MU0718| CS8508 HOME RM 1                            13.103 METERS 04519     |
 MU0718| CS8509 HOME RM 2                            11.915 METERS 13837     |
 MU0718|---------------------------------------------------------------------|
 MU0718
 MU0718                          SUPERSEDED SURVEY CONTROL
 MU0718
 MU0718  NAD 83(1991)-  41 39 53.65267(N)    117 52 14.66140(W) AD(       ) 3
 MU0718  NGVD 29 (11/09/93) 1275.4    (m)         4184.     (f) VERT ANG       
 MU0718
 MU0718.Superseded values are not recommended for survey control.
 MU0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0718.See file dsdata.txt to determine how the superseded data were derived.
 MU0718
 MU0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG2751012938(NAD 83)
 MU0718_MARKER: DD = SURVEY DISK
 MU0718_SETTING: 80 = SET IN A BOULDER
 MU0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0718+STABILITY: SURFACE MOTION
 MU0718
 MU0718  HISTORY     - Date     Condition        Report By
 MU0718  HISTORY     - 1958     MONUMENTED       USGS
 MU0718
 MU0718                          STATION DESCRIPTION
 MU0718
 MU0718'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MU0718'LOCATED ABOUT 8 MI NW. OF OROVADA, 0.4 MI NE. OF HOME RANCH
 MU0718'BUILDINGS, 27 FT E. OF GRADED RD.
 MU0718'
 MU0718'TO REACH FROM OROVADA, DRIVE 3 MI N.  TURN LEFT AS PER SIGN
 MU0718'HOME RANCH 5.9 MI TO RANCH BUILDINGS.  TURN RIGHT ON RD. PASSING
 MU0718'E. OF HOUSE 0.4 MI TO RD. BEND LEFT AND STATION ON RIGHT.
 MU0718'
 MU0718'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---HOME 1958---, IN
 MU0718'BURIED BOULDER FLUSH WITH GROUND.
 MU0718'
 MU0718'RM 1--STANDARD RM TABLET STAMPED---NO 1 1958---, IN TOP OF BURIED
 MU0718'BOULDER PROJECTING 0.3 FT.
 MU0718'
 MU0718'RM 2--STANDARD RM TABLET STAMPED---NO 2 1958---, IN TOP OF BURIED
 MU0718'BOULDER FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0595 ***********************************************************************
 LS0595  DESIGNATION -  HOOD
 LS0595  PID         -  LS0595
 LS0595  STATE/COUNTY-  NV/PERSHING
 LS0595  USGS QUAD   -  OREANA NW (1987)
 LS0595
 LS0595                         *CURRENT SURVEY CONTROL
 LS0595  ___________________________________________________________________
 LS0595* NAD 83(1994)-  40 29 32.39053(N)    118 27 47.99197(W)     ADJUSTED  
 LS0595* NAVD 88     -      1454.7    (meters)    4773.     (feet)  VERTCON   
 LS0595  ___________________________________________________________________
 LS0595  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 LS0595  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 LS0595
 LS0595  HORZ ORDER  -  THIRD
 LS0595
 LS0595.The horizontal coordinates were established by classical geodetic methods
 LS0595.and adjusted by the National Geodetic Survey in June 1998..
 LS0595
 LS0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0595
 LS0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0595
 LS0595.The geoid height was determined by GEOID03.
 LS0595
 LS0595;                    North         East     Units Scale Factor Converg.
 LS0595;SPC NV W     - 4,637,281.974   810,172.463   MT  0.99990127   +0 04 40.5
 LS0595;SPC NV W     -15,214,149.28  2,658,040.82   sFT  0.99990127   +0 04 40.5
 LS0595;UTM  11      - 4,483,431.870   375,990.052   MT  0.99978930   -0 57 01.2
 LS0595
 LS0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0595!SPC NV W     -   0.99977531  x   0.99990127  =   0.99967660
 LS0595!UTM  11      -   0.99977531  x   0.99978930  =   0.99956465
 LS0595
 LS0595:                Primary Azimuth Mark                     Grid Az
 LS0595:SPC NV W     -  HOOD AZ MK                               069 23 47.2
 LS0595:UTM  11      -  HOOD AZ MK                               070 25 28.9
 LS0595
 LS0595|---------------------------------------------------------------------|
 LS0595| PID    Reference Object                     Distance      Geod. Az  |
 LS0595|                                                           dddmmss.s |
 LS0595| DB7925 HOOD AZ MK                                         0692827.7 |
 LS0595| DB7927 HOOD RM 2                             7.939 METERS 25717     |
 LS0595| DB7926 HOOD RM 1                            10.969 METERS 35641     |
 LS0595|---------------------------------------------------------------------|
 LS0595
 LS0595                          SUPERSEDED SURVEY CONTROL
 LS0595
 LS0595  NAD 83(1986)-  40 29 32.39693(N)    118 27 47.98979(W) AD(       ) 3
 LS0595  NAD 27      -  40 29 32.73720(N)    118 27 44.44940(W) AD(       ) 3
 LS0595  NGVD 29 (07/19/86) 1453.7    (m)         4769.     (f) VERT ANG       
 LS0595
 LS0595.Superseded values are not recommended for survey control.
 LS0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0595.See file dsdata.txt to determine how the superseded data were derived.
 LS0595
 LS0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE7599083432(NAD 83)
 LS0595_MARKER: DS = TRIANGULATION STATION DISK
 LS0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0595
 LS0595  HISTORY     - Date     Condition        Report By
 LS0595  HISTORY     - 1958     MONUMENTED       CGS
 LS0595
 LS0595                          STATION DESCRIPTION
 LS0595
 LS0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0595'STATION IS LOCATED, AIRLINE, ABOUT 22 MILES NORTH OF LOVELOCK,
 LS0595'8 MILES WEST NORTHWEST OF RYE PATCH DAM, 2 MILES NORTHWEST
 LS0595'OF THE FIRST FOOT-HILL OF THE ANTELOPE RANGE, 1 MILE WEST OF
 LS0595'A GROUP OF PROMINENT, ISOLATED HILLS AND ON THE HIGHEST PART
 LS0595'OF A LOW MESA THAT OVERLOOKS A BASIN AREA TO THE NORTH AND EAST.
 LS0595'
 LS0595'STATION IS REACHED AS FOLLOWS--FROM THE MAIN INTERSECTION
 LS0595'AND STOP LIGHT IN LOVELOCK, GO NORTH ON U.S. HIGHWAY 40 FOR
 LS0595'23.1 MILES TO A PAVED SIDE ROAD ON THE LEFT LEADING TO RYE
 LS0595'PATCH DAM.  TURN LEFT AND GO 1.4 MILES TO A FORK AT THE WEST
 LS0595'END OF THE DAM.  TAKE THE RIGHT FORK AND GO 0.2 MILE TO THE
 LS0595'TOP OF THE BLUFF AND A FORK, ABOUT 50 YARDS BEYOND THE FIRST
 LS0595'RIGHT HAND FORK.  TAKE THE RIGHT FORK, MAIN ROAD, AND GO
 LS0595'NORTHWEST AND NORTH FOR 3.0 MILES TO A GATE.  PASS THROUGH THE
 LS0595'GATE, TURN LEFT ON A SIDE ROAD AND GO NORTHWESTERLY FOR 5.4
 LS0595'MILES TO A REVERSE FORK ON THE RIGHT.  CONTINUE STRAIGHT
 LS0595'AHEAD FOR 0.5 MILE TO A CROSSROAD AND A MINE SHAFT ON THE
 LS0595'RIGHT.  TURN LEFT AND GO 0.15 MILE TO A WASH.  TURN RIGHT,
 LS0595'UP THE WASH, AND GO 0.5 MILE TO A TRACK ROAD LEADING
 LS0595'LEFT OUT OF THE WASH.  TURN LEFT ON THE TRACK ROAD AND GO
 LS0595'SOUTHERLY FOR 1.8 MILES TO A DIM FORK.  TAKE THE RIGHT
 LS0595'FORK, SOUTHERLY, AND GO 1.2 MILES TO THE AZIMUTH MARK ON
 LS0595'THE RIGHT.  FROM HERE GO WEST SOUTHWEST, CROSS COUNTRY,
 LS0595'FOR 0.4 MILE TO THE TOP OF THE FIRST MESA AND THE STATION.
 LS0595'A FOUR WHEEL DRIVE TRUCK IS NECESSARY.
 LS0595'
 LS0595'STATION MARK, STAMPED HOOD 1958, IS A STANDARD DISK SET IN THE
 LS0595'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 LS0595'
 LS0595'REFERENCE MARK NUMBER 1, STAMPED HOOD NO 1 1958, IS A STANDARD
 LS0595'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 LS0595'PROJECTS 4 INCHES AND IS 1 FOOT HIGHER THAN THE STATION MARK.
 LS0595'
 LS0595'REFERENCE MARK NUMBER 2, STAMPED HOOD NO 2 1958, IS A STANDARD
 LS0595'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 LS0595'PROJECTS 4 INCHES AND IS 1 FOOT LOWER THAN THE STATION MARK.
 LS0595'
 LS0595'AZIMUTH MARK, STAMPED HOOD 1958, IS A STANDARD DISK SET IN
 LS0595'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 LS0595'INCHES.  IT IS 33 FEET NORTHWEST OF THE CENTERLINE OF THE
 LS0595'TRACK ROAD.
 LS0595'
 LS0595'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0447 ***********************************************************************
 KQ0447  DESIGNATION -  HOODOO
 KQ0447  PID         -  KQ0447
 KQ0447  STATE/COUNTY-  NV/NYE
 KQ0447  USGS QUAD   -  EAST OF MILLETT RANC (1988)
 KQ0447
 KQ0447                         *CURRENT SURVEY CONTROL
 KQ0447  ___________________________________________________________________
 KQ0447* NAD 83(1994)-  39 04 44.75416(N)    117 03 16.62871(W)     ADJUSTED  
 KQ0447* NAVD 88     -      1683.     (meters)    5522.     (feet)  SCALED    
 KQ0447  ___________________________________________________________________
 KQ0447  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 KQ0447  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 KQ0447
 KQ0447  HORZ ORDER  -  SECOND
 KQ0447
 KQ0447.The horizontal coordinates were established by classical geodetic methods
 KQ0447.and adjusted by the National Geodetic Survey in June 1998..
 KQ0447
 KQ0447.The orthometric height was scaled from a topographic map.
 KQ0447
 KQ0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0447
 KQ0447.The geoid height was determined by GEOID03.
 KQ0447
 KQ0447;                    North         East     Units Scale Factor Converg.
 KQ0447;SPC NV C     - 6,480,450.454   466,433.831   MT  0.99991387   -0 14 40.4
 KQ0447;SPC NV C     -21,261,277.86  1,530,291.66   sFT  0.99991387   -0 14 40.4
 KQ0447;SPC NV E     - 8,481,409.293    72,699.660   MT  1.00009948   -0 55 39.4
 KQ0447;SPC NV E     -27,826,090.32    238,515.47   sFT  1.00009948   -0 55 39.4
 KQ0447;UTM  11      - 4,325,555.694   495,275.708   MT  0.99960027   -0 02 04.0
 KQ0447
 KQ0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0447!SPC NV C     -   0.99973953  x   0.99991387  =   0.99965343
 KQ0447!SPC NV E     -   0.99973953  x   1.00009948  =   0.99983899
 KQ0447!UTM  11      -   0.99973953  x   0.99960027  =   0.99933991
 KQ0447
 KQ0447|---------------------------------------------------------------------|
 KQ0447| PID    Reference Object                     Distance      Geod. Az  |
 KQ0447|                                                           dddmmss.s |
 KQ0447| DB1899 HOODOO RM 1                           9.530 METERS 12234     |
 KQ0447| DB1900 HOODOO RM 2                          10.085 METERS 19857     |
 KQ0447| KQ0448 MCLEOD                              APPROX. 8.1 KM 2600915.6 |
 KQ0447|---------------------------------------------------------------------|
 KQ0447
 KQ0447                          SUPERSEDED SURVEY CONTROL
 KQ0447
 KQ0447  NAD 83(1986)-  39 04 44.75525(N)    117 03 16.62512(W) AD(       ) 2
 KQ0447  NAD 27      -  39 04 45.01393(N)    117 03 13.32041(W) AD(       ) 2
 KQ0447
 KQ0447.Superseded values are not recommended for survey control.
 KQ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0447.See file dsdata.txt to determine how the superseded data were derived.
 KQ0447
 KQ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD9527625556(NAD 83)
 KQ0447_MARKER: DD = SURVEY DISK
 KQ0447_SETTING: 80 = SET IN A BOULDER
 KQ0447_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KQ0447
 KQ0447  HISTORY     - Date     Condition        Report By
 KQ0447  HISTORY     - 1971     MONUMENTED       USGS
 KQ0447
 KQ0447                          STATION DESCRIPTION
 KQ0447
 KQ0447'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 KQ0447'LOCATED ABOUT 28 MI S. OF AUSTIN.  26 MI N. OF ROUND MOUNTAIN.  9
 KQ0447'MI SE. OF KINGSTON RANCH.  5.5 MI NE. OF MC LEOD RANCH.  ALONG
 KQ0447'THE TOP OF A LOW RIDGE ON THE NORTHEAST EDGE OF A LARGE ALKALI
 KQ0447'FLAT.
 KQ0447'
 KQ0447'TO REACH FROM ROUND MOUNTAIN GO 2.7 MI W. TO JUNCTION HIGHWAY
 KQ0447'8-A.  THENCE N. ALONG HIGHWAY 8-A 29.8 MI.  THENCE E. ALONG THE
 KQ0447'TRACK RD. LEADING TO NORTHUMBERLAND CANYON 1.7 MI TO A REVERSE
 KQ0447'Y-JCT.  THENCE SE. 2.6 MI.  THENCE S. ALONG A FAINT TRACK RD. 0.3
 KQ0447'MI TO TOP OF LOW RIDGE AND STATION MARK, 47 FT W. OF RD. AND 5 FT
 KQ0447'E. OF A WITNESS POST.
 KQ0447'
 KQ0447'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED HOODOO 1971
 KQ0447'CEMENTED INTO DRILL HOLE IN BOULDER.
 KQ0447'
 KQ0447'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED HOODOO NO 1
 KQ0447'1971 CEMENTED INTO DRILL HOLE IN BOULDER.
 KQ0447'
 KQ0447'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED HOODOO NO 2
 KQ0447'1971 CEMENTED INTO DRILL HOLE IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0679 ***********************************************************************
 GR0679  DESIGNATION -  HOOK
 GR0679  PID         -  GR0679
 GR0679  STATE/COUNTY-  NV/CLARK
 GR0679  USGS QUAD   -  APEX (1986)
 GR0679
 GR0679                         *CURRENT SURVEY CONTROL
 GR0679  ___________________________________________________________________
 GR0679* NAD 83(1994)-  36 18 08.93058(N)    114 57 34.78124(W)     ADJUSTED  
 GR0679* NAVD 88     -       711.539  (meters)    2334.44   (feet)  POSTED    
 GR0679  ___________________________________________________________________
 GR0679  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 GR0679  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GR0679  DYNAMIC HT  -         710.820 (meters)    2332.08  (feet)  COMP
 GR0679  MODELED GRAV-     979,602.8   (mgal)                       NAVD 88
 GR0679
 GR0679  HORZ ORDER  -  SECOND
 GR0679  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0679
 GR0679.The horizontal coordinates were established by classical geodetic methods
 GR0679.and adjusted by the National Geodetic Survey in June 1998..
 GR0679
 GR0679.The orthometric height was determined by differential leveling
 GR0679.and adjusted by the National Geodetic Survey in 1992..
 GR0679.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0679.rate of 0.0 thru 1.0 mm/km.
 GR0679
 GR0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0679
 GR0679.The geoid height was determined by GEOID03.
 GR0679
 GR0679.The dynamic height is computed by dividing the NAVD 88
 GR0679.geopotential number by the normal gravity value computed on the
 GR0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0679.degrees latitude (g = 980.6199 gals.).
 GR0679
 GR0679.The modeled gravity was interpolated from observed gravity values.
 GR0679
 GR0679;                    North         East     Units Scale Factor Converg.
 GR0679;SPC NV E     - 8,172,411.412   256,011.764   MT  0.99993864   +0 22 09.3
 GR0679;SPC NV E     -26,812,319.77    839,931.93   sFT  0.99993864   +0 22 09.3
 GR0679;UTM  11      - 4,019,430.506   683,197.737   MT  1.00001352   +1 12 29.9
 GR0679
 GR0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0679!SPC NV E     -   0.99989266  x   0.99993864  =   0.99983131
 GR0679!UTM  11      -   0.99989266  x   1.00001352  =   0.99990618
 GR0679
 GR0679|---------------------------------------------------------------------|
 GR0679| PID    Reference Object                     Distance      Geod. Az  |
 GR0679|                                                           dddmmss.s |
 GR0679| GR0678 HOOK RM 1                            11.308 METERS 02349     |
 GR0679| GR1891 LOS ANGELES SALT LK AWY BCN 27      APPROX. 3.3 KM 0292958.7 |
 GR0679| GR0680 HOOK RM 2                            10.752 METERS 26544     |
 GR0679|---------------------------------------------------------------------|
 GR0679
 GR0679                          SUPERSEDED SURVEY CONTROL
 GR0679
 GR0679  NAD 83(1994)-  36 18 08.93061(N)    114 57 34.78228(W) AD(       ) 2
 GR0679  NAD 83(1992)-  36 18 08.93302(N)    114 57 34.78412(W) AD(       ) 2
 GR0679  NAD 83(1992)-  36 18 08.93256(N)    114 57 34.78447(W) AD(       ) 2
 GR0679  NAD 83(1986)-  36 18 08.92189(N)    114 57 34.76456(W) AD(       ) 2
 GR0679  NAD 27      -  36 18 09.02800(N)    114 57 31.75400(W) AD(       ) 2
 GR0679  NGVD 29 (??/??/92)  710.845  (m)         2332.16   (f) ADJ UNCH    2 0
 GR0679
 GR0679.Superseded values are not recommended for survey control.
 GR0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0679.See file dsdata.txt to determine how the superseded data were derived.
 GR0679
 GR0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8319819431(NAD 83)
 GR0679_MARKER: DS = TRIANGULATION STATION DISK
 GR0679_SETTING: 66 = SET IN ROCK OUTCROP
 GR0679_SP_SET: ROCKY KNOLL
 GR0679_STAMPING: HOOK 1957
 GR0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0679+STABILITY: POSITION/ELEVATION WELL
 GR0679
 GR0679  HISTORY     - Date     Condition        Report By
 GR0679  HISTORY     - 1957     MONUMENTED       CGS
 GR0679  HISTORY     - 1957     GOOD             CGS
 GR0679  HISTORY     - 1983     GOOD             NGS
 GR0679
 GR0679                          STATION DESCRIPTION
 GR0679
 GR0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR0679'LOCATED ABOUT 6-1/2 MILES AIRLINE NORTHEAST OF NELLIS AFB,
 GR0679'ABOUT 1 MILES SOUTH OF THE HIGHWAY UNDERPASS AND ABOUT 0.2
 GR0679'MILES NORTH OF HIGHWAY 91.  ON THE TOP OF A LIGHT COLORED ROCKY
 GR0679'HILL.
 GR0679'
 GR0679'TO REACH FROM THE POST OFFICE LOCATED AT 5TH AND MAIN STREETS
 GR0679'IN NORTH LAS VEGAS, GO NORTHEAST ON U.S. HIGHWAY 91 AND 93
 GR0679'FOR 12.3 MILES (0.8 MILES BEYOND STATION GYPSUM) TURN BACK
 GR0679'SHARP LEFT ON AN OLD ROAD, GO 0.1 MILE, TURN RIGHT AND GO
 GR0679'NORTH FOR 0.15 MILES, TURN LEFT UP STEEP GRADE FOR 0.1 MILE
 GR0679'TO HIGHEST POINT AND STATION AS DESCRIBED.
 GR0679'
 GR0679'THE STATION IS A STANDARD DISK SET IN OUTCROPPING BEDROCK ON
 GR0679'THE WEST EDGE OF AN EAST AND WEST RIDGE.  IT IS STAMPED HOOK 1957
 GR0679'AND IT IS SET FLUSH WITH THE GROUND.
 GR0679'
 GR0679'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN OUTCROPPING
 GR0679'BEDROCK AND IT IS STAMPED HOOK NO 1 1957 AND PROJECTS 0.4
 GR0679'FEET ABOVE THE GROUND SURFACE.
 GR0679'
 GR0679'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN OUTCROPPING
 GR0679'BEDROCK AND IT IS STAMPED HOOK NO 2 1957 AND PROJECTS 0.2 FEET.
 GR0679'
 GR0679'NOTE--NO AZIMUTH MARK SET TO STATION.
 GR0679
 GR0679                          STATION RECOVERY (1957)
 GR0679
 GR0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GR0679'12.4 MI NE FROM LAS VEGAS.
 GR0679'12.4 MILES NORTHEAST FROM POST OFFICE AT NORTH LAS VEGAS ALONG U.S.
 GR0679'HIGHWAY 91, 0.3 MILE NORTHWEST OF HIGHWAY ON TOP OF A LOW ROCKY KNOLL.
 GR0679
 GR0679                          STATION RECOVERY (1983)
 GR0679
 GR0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0678 ***********************************************************************
 GR0678  DESIGNATION -  HOOK RM 1
 GR0678  PID         -  GR0678
 GR0678  STATE/COUNTY-  NV/CLARK
 GR0678  USGS QUAD   -  APEX (1986)
 GR0678
 GR0678                         *CURRENT SURVEY CONTROL
 GR0678  ___________________________________________________________________
 GR0678* NAD 83(1986)-  36 18 09.     (N)    114 57 34.     (W)     SCALED    
 GR0678* NAVD 88     -       711.712  (meters)    2335.01   (feet)  POSTED    
 GR0678  ___________________________________________________________________
 GR0678  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GR0678  DYNAMIC HT  -         711.000 (meters)    2332.67  (feet)  COMP
 GR0678  MODELED GRAV-     979,602.6   (mgal)                       NAVD 88
 GR0678
 GR0678  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0678
 GR0678.The horizontal coordinates were scaled from a topographic map and have
 GR0678.an estimated accuracy of +/- 6 seconds.
 GR0678
 GR0678.The orthometric height was determined by differential leveling
 GR0678.and adjusted by the National Geodetic Survey in 1992..
 GR0678.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0678.rate of 0.0 thru 1.0 mm/km.
 GR0678
 GR0678.The geoid height was determined by GEOID03.
 GR0678
 GR0678.The dynamic height is computed by dividing the NAVD 88
 GR0678.geopotential number by the normal gravity value computed on the
 GR0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0678.degrees latitude (g = 980.6199 gals.).
 GR0678
 GR0678.The modeled gravity was interpolated from observed gravity values.
 GR0678
 GR0678;                    North         East    Units  Estimated Accuracy
 GR0678;SPC NV E     - 8,172,410.      256,030.      MT  (+/- 180 meters Scaled)
 GR0678
 GR0678                          SUPERSEDED SURVEY CONTROL
 GR0678
 GR0678  NGVD 29 (??/??/92)  711.019  (m)         2332.73   (f) ADJ UNCH    2 0
 GR0678
 GR0678.Superseded values are not recommended for survey control.
 GR0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0678.See file dsdata.txt to determine how the superseded data were derived.
 GR0678
 GR0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA832194(NAD 83)
 GR0678_MARKER: DR = REFERENCE MARK DISK
 GR0678_SETTING: 66 = SET IN ROCK OUTCROP
 GR0678_SP_SET: BEDROCK
 GR0678_STAMPING: HOOK NO 1 1957
 GR0678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0678+STABILITY: POSITION/ELEVATION WELL
 GR0678
 GR0678  HISTORY     - Date     Condition        Report By
 GR0678  HISTORY     - 1957     MONUMENTED       CGS
 GR0678  HISTORY     - 1983     GOOD             NGS
 GR0678
 GR0678                          STATION DESCRIPTION
 GR0678
 GR0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0678'12.4 MI NE FROM LAS VEGAS.
 GR0678'12.4 MILES NORTHEAST FROM POST OFFICE AT NORTH LAS VEGAS ALONG U.S.
 GR0678'HIGHWAY 91, 0.3 MILE NORTHWEST OF HIGHWAY, 37 FEET SOUTHWEST OF
 GR0678'STATION HOOK 1957, SET IN BEDROCK AND FLUSH WITH THE GROUND.
 GR0678
 GR0678                          STATION RECOVERY (1983)
 GR0678
 GR0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0680 ***********************************************************************
 GR0680  DESIGNATION -  HOOK RM 2
 GR0680  PID         -  GR0680
 GR0680  STATE/COUNTY-  NV/CLARK
 GR0680  USGS QUAD   -  APEX (1986)
 GR0680
 GR0680                         *CURRENT SURVEY CONTROL
 GR0680  ___________________________________________________________________
 GR0680* NAD 83(1986)-  36 18 09.     (N)    114 57 34.     (W)     SCALED    
 GR0680* NAVD 88     -       710.953  (meters)    2332.52   (feet)  POSTED    
 GR0680  ___________________________________________________________________
 GR0680  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GR0680  DYNAMIC HT  -         710.240 (meters)    2330.18  (feet)  COMP
 GR0680  MODELED GRAV-     979,602.6   (mgal)                       NAVD 88
 GR0680
 GR0680  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0680
 GR0680.The horizontal coordinates were scaled from a topographic map and have
 GR0680.an estimated accuracy of +/- 6 seconds.
 GR0680
 GR0680.The orthometric height was determined by differential leveling
 GR0680.and adjusted by the National Geodetic Survey in 1992..
 GR0680.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0680.rate of 0.0 thru 1.0 mm/km.
 GR0680
 GR0680.The geoid height was determined by GEOID03.
 GR0680
 GR0680.The dynamic height is computed by dividing the NAVD 88
 GR0680.geopotential number by the normal gravity value computed on the
 GR0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0680.degrees latitude (g = 980.6199 gals.).
 GR0680
 GR0680.The modeled gravity was interpolated from observed gravity values.
 GR0680
 GR0680;                    North         East    Units  Estimated Accuracy
 GR0680;SPC NV E     - 8,172,410.      256,030.      MT  (+/- 180 meters Scaled)
 GR0680
 GR0680                          SUPERSEDED SURVEY CONTROL
 GR0680
 GR0680  NGVD 29 (??/??/92)  710.259  (m)         2330.24   (f) ADJ UNCH    2 0
 GR0680
 GR0680.Superseded values are not recommended for survey control.
 GR0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0680.See file dsdata.txt to determine how the superseded data were derived.
 GR0680
 GR0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA832194(NAD 83)
 GR0680_MARKER: DR = REFERENCE MARK DISK
 GR0680_SETTING: 66 = SET IN ROCK OUTCROP
 GR0680_SP_SET: ROCKY KNOLL
 GR0680_STAMPING: HOOK NO 2 1957
 GR0680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0680+STABILITY: POSITION/ELEVATION WELL
 GR0680
 GR0680  HISTORY     - Date     Condition        Report By
 GR0680  HISTORY     - 1957     MONUMENTED       CGS
 GR0680  HISTORY     - 1983     GOOD             NGS
 GR0680
 GR0680                          STATION DESCRIPTION
 GR0680
 GR0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0680'12.4 MI NE FROM LAS VEGAS.
 GR0680'12.4 MILES NORTHEAST FROM POST OFFICE AT NORTH LAS VEGAS ALONG U.S.
 GR0680'HIGHWAY 91, 0.3 MILE NORTHWEST OF HIGHWAY ON A LOW ROCKY KNOLL, 35.5
 GR0680'FEET EAST OF STATION HOOK 1957.
 GR0680
 GR0680                          STATION RECOVERY (1983)
 GR0680
 GR0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1608 ***********************************************************************
 KR1608  DESIGNATION -  HOOTEN
 KR1608  PID         -  KR1608
 KR1608  STATE/COUNTY-  NV/LYON
 KR1608  USGS QUAD   -  HOOTEN WELL (1982)
 KR1608
 KR1608                         *CURRENT SURVEY CONTROL
 KR1608  ___________________________________________________________________
 KR1608* NAD 83(1994)-  39 17 12.04381(N)    119 02 38.71372(W)     ADJUSTED  
 KR1608* NAVD 88     -      1276.0    (meters)    4186.     (feet)  VERTCON   
 KR1608  ___________________________________________________________________
 KR1608  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 KR1608  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 KR1608
 KR1608  HORZ ORDER  -  SECOND
 KR1608
 KR1608.The horizontal coordinates were established by classical geodetic methods
 KR1608.and adjusted by the National Geodetic Survey in June 1998..
 KR1608
 KR1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1608
 KR1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1608
 KR1608.The geoid height was determined by GEOID03.
 KR1608
 KR1608;                    North         East     Units Scale Factor Converg.
 KR1608;SPC NV W     - 4,503,523.081   760,252.008   MT  0.99991945   -0 17 30.3
 KR1608;SPC NV W     -14,775,308.64  2,494,260.13   sFT  0.99991945   -0 17 30.3
 KR1608;UTM  11      - 4,350,582.123   323,707.894   MT  0.99998268   -1 17 40.7
 KR1608
 KR1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1608!SPC NV W     -   0.99980370  x   0.99991945  =   0.99972317
 KR1608!UTM  11      -   0.99980370  x   0.99998268  =   0.99978639
 KR1608
 KR1608                          SUPERSEDED SURVEY CONTROL
 KR1608
 KR1608  NAD 83(1992)-  39 17 12.04926(N)    119 02 38.70199(W) AD(       ) 2
 KR1608  NAD 83(1986)-  39 17 12.06088(N)    119 02 38.70082(W) AD(       ) 2
 KR1608  NAD 27      -  39 17 12.34800(N)    119 02 35.13200(W) AD(       ) 2
 KR1608  NGVD 29 (07/19/86) 1275.0    (m)         4183.     (f) VERT ANG       
 KR1608
 KR1608.Superseded values are not recommended for survey control.
 KR1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1608.See file dsdata.txt to determine how the superseded data were derived.
 KR1608
 KR1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD2370850582(NAD 83)
 KR1608
 KR1608  HISTORY     - Date     Condition        Report By
 KR1608  HISTORY     - 1951     MONUMENTED       CGS
 KR1608
 KR1608                          STATION DESCRIPTION
 KR1608
 KR1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1608'STATION IS STANDARD G.L.O. IRON PIPE WITH BRASS CAP EXTENDING
 KR1608'1.0 FOOT ABOVE GROUND, STAMPED FOR SECTIONS 34, 35, 2, 3 ON
 KR1608'TOWNSHIP LINE BETWEEN TOWNSHIPS 16 NORTH AND 17 NORTH, RANGE
 KR1608'26 EAST.  A. 6.5 FOOT HIGH CLOTH COVERED TRIPOD TARGET OVER
 KR1608'STATION, AND LOCATED ON SAGE FLAT.  ROLLING FOOTHILLS TO EAST.
 KR1608'STATION BY AIR LINE APPROX. 11 MILES EAST OF WEEKS, NEVADA.
 KR1608'
 KR1608'TO REACH FROM CARSON RIVER BRIDGE AT WEEKS, NEVADA, GO 0.75 MILE
 KR1608'ON U.S. 95 SOUTHERLY.  TURN RIGHT ON DIRT ROAD, GO 2.3 MILES AND
 KR1608'TAKE RIGHT FORK.  GO 0.6 MILE TAKE RIGHT FORK.  GO 9.2 MILES ON
 KR1608'MAIN TRAVELED ROAD.  TURN LEFT ON ALKALI FLAT ON TRACK ROAD.
 KR1608'GO 0.2 MILE, TAKE RIGHT FORK.  GO 0.6 MILE.  TURN RIGHT ACROSS
 KR1608'COUNTRY ON EAST BEARING.  GO 0.1 MILE TO STATION.  DRIVE
 KR1608'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0577 ***********************************************************************
 GR0577  DESIGNATION -  HOOVER DAM BLOCK T=V 4
 GR0577  PID         -  GR0577
 GR0577  STATE/COUNTY-  NV/CLARK
 GR0577  USGS QUAD   -  HOOVER DAM (1997)
 GR0577
 GR0577                         *CURRENT SURVEY CONTROL
 GR0577  ___________________________________________________________________
 GR0577* NAD 83(1986)-  36 01 00.     (N)    114 44 21.     (W)     SCALED    
 GR0577* NAVD 88     -       376.389  (meters)    1234.87   (feet)  ADJUSTED  
 GR0577  ___________________________________________________________________
 GR0577  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0577  DYNAMIC HT  -         376.020 (meters)    1233.66  (feet)  COMP
 GR0577  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 GR0577
 GR0577  VERT ORDER  -  FIRST     CLASS I
 GR0577
 GR0577.The horizontal coordinates were scaled from a topographic map and have
 GR0577.an estimated accuracy of +/- 6 seconds.
 GR0577
 GR0577.The orthometric height was determined by differential leveling
 GR0577.and adjusted by the National Geodetic Survey in June 1991..
 GR0577
 GR0577.The geoid height was determined by GEOID03.
 GR0577
 GR0577.The dynamic height is computed by dividing the NAVD 88
 GR0577.geopotential number by the normal gravity value computed on the
 GR0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0577.degrees latitude (g = 980.6199 gals.).
 GR0577
 GR0577.The modeled gravity was interpolated from observed gravity values.
 GR0577
 GR0577;                    North         East    Units  Estimated Accuracy
 GR0577;SPC NV E     - 8,140,850.      276,090.      MT  (+/- 180 meters Scaled)
 GR0577
 GR0577                          SUPERSEDED SURVEY CONTROL
 GR0577
 GR0577  NGVD 29 (??/??/92)  375.673  (m)         1232.52   (f) ADJ UNCH    1 1
 GR0577
 GR0577.Superseded values are not recommended for survey control.
 GR0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0577.See file dsdata.txt to determine how the superseded data were derived.
 GR0577
 GR0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV037881(NAD 83)
 GR0577_MARKER: DS = TRIANGULATION STATION DISK
 GR0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0577_SP_SET: SIDEWALK
 GR0577_MARK LOGO: CGS   
 GR0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0577+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 GR0577
 GR0577  HISTORY     - Date     Condition        Report By
 GR0577  HISTORY     - UNK      MONUMENTED       CGS
 GR0577  HISTORY     - 1950     GOOD             NGS
 GR0577  HISTORY     - 1963     GOOD             NGS
 GR0577  HISTORY     - 1981     GOOD             NGS
 GR0577  HISTORY     - 1990     GOOD             USPSQD
 GR0577  HISTORY     - 19961102 GOOD             USPSQD
 GR0577  HISTORY     - 20050520 GOOD             GEOCAC
 GR0577
 GR0577                          STATION DESCRIPTION
 GR0577
 GR0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0577'IN HOOVER DAM.
 GR0577'ON TOP OF HOOVER DAM, 58.4 FEET EAST OF THE NORTHWEST (NEVADA) END, AT
 GR0577'THE NORTH (UPSTREAM) SIDE OF BLOCK T, IN THE TOP OF THE NORTH
 GR0577'SIDEWALK, 4.4 FEET WEST OF THE WEST END OF A CONCRETE GUARD RAIL, AND
 GR0577'1.6 FEET SOUTH OF THE BOTTOM STEP OF THE HOOVER DAM MEMORIAL.  NOTE--
 GR0577'DISK IS UNSTAMPED.
 GR0577
 GR0577                          STATION RECOVERY (1963)
 GR0577
 GR0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0577'RECOVERED IN GOOD CONDITION.
 GR0577
 GR0577                          STATION RECOVERY (1981)
 GR0577
 GR0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0577'RECOVERED IN GOOD CONDITION EXEPT MARK IS STAMPED V 4.
 GR0577
 GR0577                          STATION RECOVERY (1990)
 GR0577
 GR0577'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0577'RECOVERED IN GOOD CONDITION.
 GR0577
 GR0577                          STATION RECOVERY (1996)
 GR0577
 GR0577'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0577'RECOVERED IN GOOD CONDITION.
 GR0577
 GR0577                          STATION RECOVERY (2005)
 GR0577
 GR0577'RECOVERY NOTE BY GEOCACHING 2005 (WS)
 GR0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8045 ***********************************************************************
 AH8045  DESIGNATION -  HOPE RESET
 AH8045  PID         -  AH8045
 AH8045  STATE/COUNTY-  NV/EUREKA
 AH8045  USGS QUAD   -  GARDEN PASS (1986)
 AH8045
 AH8045                         *CURRENT SURVEY CONTROL
 AH8045  ___________________________________________________________________
 AH8045* NAD 83(1994)-  39 47 43.12484(N)    116 11 17.36472(W)     ADJUSTED  
 AH8045* NAVD 88     -      2563.8    (meters)    8411.     (feet)  VERTCON   
 AH8045  ___________________________________________________________________
 AH8045  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AH8045  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 AH8045
 AH8045  HORZ ORDER  -  THIRD
 AH8045
 AH8045.The horizontal coordinates were established by classical geodetic methods
 AH8045.and adjusted by the National Geodetic Survey in February 1999..
 AH8045
 AH8045.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8045
 AH8045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8045
 AH8045.The geoid height was determined by GEOID03.
 AH8045
 AH8045;                    North         East     Units Scale Factor Converg.
 AH8045;SPC NV E     - 8,560,062.688   148,202.907   MT  0.99993302   -0 23 13.6
 AH8045;SPC NV E     -28,084,139.00    486,229.04   sFT  0.99993302   -0 23 13.6
 AH8045;UTM  11      - 4,405,354.492   569,505.582   MT  0.99965947   +0 31 10.7
 AH8045
 AH8045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8045!SPC NV E     -   0.99960112  x   0.99993302  =   0.99953416
 AH8045!UTM  11      -   0.99960112  x   0.99965947  =   0.99926072
 AH8045
 AH8045                          SUPERSEDED SURVEY CONTROL
 AH8045
 AH8045  NGVD 29 (02/26/99) 2562.5    (m)         8407.     (f) VERT ANG       
 AH8045
 AH8045.Superseded values are not recommended for survey control.
 AH8045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8045.See file dsdata.txt to determine how the superseded data were derived.
 AH8045
 AH8045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE6950605354(NAD 83)
 AH8045_MARKER: DB = BENCH MARK DISK
 AH8045_SETTING: 80 = SET IN A BOULDER
 AH8045_PROJECTION: FLUSH
 AH8045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8045+STABILITY: SURFACE MOTION
 AH8045
 AH8045  HISTORY     - Date     Condition        Report By
 AH8045  HISTORY     - 1945     MONUMENTED       USGS
 AH8045
 AH8045                          STATION DESCRIPTION
 AH8045
 AH8045'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 AH8045'INTERSECTED ONLY.
 AH8045'LOCATED 18 MI N. AND 14 MI W. OF EUREKA, 0.6 MI N. AND 1.7 MI W. OF
 AH8045'MT. HOPEMINE. ON SOUTH ONE OF TWO ROCKY KNOLLS ON T. HOPE.
 AH8045'TO REACH FROM NORTHWEST LIMIT OF EUREKA AT POINT WHERE RD. TO PALISADE
 AH8045'INTERSECTS U.S. HWY. 50, DRIVE WESTERLY ON U.S. HWY. 50 TOWARD AUSTIN
 AH8045'8.0 MI. TAKE RIGHT FORK 5/5 MI NW. TOWARD ROBERTS CREEK RANCH. TAKE
 AH8045'RIGHT FORK CONTINUING TOWARD ROBERTS CREEK RANCH 11.2 MI. TAKE RIGHT
 AH8045'FORK AT SOUTHWEST TOE OF BIG KNOLL 5.85 MI E. TO POINT IN RAVINE AFTER
 AH8045'BIG CURVE IN RD. TAKE VERY DIM RIGHT FORK 0.35 MI TO POINT ON SPUR
 AH8045'RIDGE. CONTINUE ON FOOT UP RIDGE E. TO TOP.
 AH8045'STATION MARK--STANDARD TABLET STAMPED---1925 VA 8412 HOPE 1945---,
 AH8045'CEMENTED IN BOULDER SET IN EARTH.
 AH8045'RM 1--STANDARD RM TABLET STAMPED---1---, CEMENTED IN ROCK OUTCROP.
 AH8045'RM 2--STANDARD RM TABLET STAMPED---2---, CEMENTED IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0593 ***********************************************************************
 LQ0593  DESIGNATION -  HORN
 LQ0593  PID         -  LQ0593
 LQ0593  STATE/COUNTY-  NV/ELKO
 LQ0593  USGS QUAD   -  PILOT (1982)
 LQ0593
 LQ0593                         *CURRENT SURVEY CONTROL
 LQ0593  ___________________________________________________________________
 LQ0593* NAD 83(1994)-  40 49 21.93000(N)    114 09 11.69735(W)     ADJUSTED  
 LQ0593* NAVD 88     -      1403.2    (meters)    4604.     (feet)  VERTCON   
 LQ0593  ___________________________________________________________________
 LQ0593  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 LQ0593  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 LQ0593
 LQ0593  HORZ ORDER  -  SECOND
 LQ0593
 LQ0593.The horizontal coordinates were established by classical geodetic methods
 LQ0593.and adjusted by the National Geodetic Survey in June 1998..
 LQ0593
 LQ0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0593
 LQ0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0593
 LQ0593.The geoid height was determined by GEOID03.
 LQ0593
 LQ0593;                    North         East     Units Scale Factor Converg.
 LQ0593;SPC NV E     - 8,674,948.748   320,631.907   MT  1.00007906   +0 56 06.0
 LQ0593;SPC NV E     -28,461,061.02  1,051,939.85   sFT  1.00007906   +0 56 06.0
 LQ0593;SPC UT C     - 2,279,708.415   276,193.638   MT  1.00004757   -1 41 58.6
 LQ0593;UTM  11      - 4,522,982.373   740,070.831   MT  1.00030943   +1 51 42.7
 LQ0593
 LQ0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0593!SPC NV E     -   0.99978275  x   1.00007906  =   0.99986179
 LQ0593!SPC UT C     -   0.99978275  x   1.00004757  =   0.99983031
 LQ0593!UTM  11      -   0.99978275  x   1.00030943  =   1.00009211
 LQ0593
 LQ0593:                Primary Azimuth Mark                     Grid Az
 LQ0593:SPC NV E     -  LEPPY                                    122 16 14.1
 LQ0593:SPC UT C     -  LEPPY                                    124 54 18.7
 LQ0593:UTM  11      -  LEPPY                                    121 20 37.4
 LQ0593
 LQ0593|---------------------------------------------------------------------|
 LQ0593| PID    Reference Object                     Distance      Geod. Az  |
 LQ0593|                                                           dddmmss.s |
 LQ0593| LQ0588 LEPPY                               APPROX. 8.2 KM 1231220.1 |
 LQ0593| DD6013 HORN RM 1                             8.111 METERS 19918     |
 LQ0593| DD6014 HORN RM 2                             7.740 METERS 26628     |
 LQ0593|---------------------------------------------------------------------|
 LQ0593
 LQ0593                          SUPERSEDED SURVEY CONTROL
 LQ0593
 LQ0593  NAD 83(1994)-  40 49 21.92992(N)    114 09 11.69715(W) AD(       ) 2
 LQ0593  NAD 83(1986)-  40 49 21.92345(N)    114 09 11.69066(W) AD(       ) 2
 LQ0593  NAD 27      -  40 49 22.17863(N)    114 09 08.64026(W) AD(       ) 2
 LQ0593  NGVD 29 (07/19/86) 1402.2    (m)         4600.     (f) VERT ANG       
 LQ0593
 LQ0593.Superseded values are not recommended for survey control.
 LQ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0593.See file dsdata.txt to determine how the superseded data were derived.
 LQ0593
 LQ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4007122982(NAD 83)
 LQ0593_MARKER: DS = TRIANGULATION STATION DISK
 LQ0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0593_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0593
 LQ0593  HISTORY     - Date     Condition        Report By
 LQ0593  HISTORY     - 1957     MONUMENTED       CGS
 LQ0593
 LQ0593                          STATION DESCRIPTION
 LQ0593
 LQ0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0593'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF WENDOVER,
 LQ0593'UTAH.  IT IS IN A LOW FLAT AREA WHICH IS ABOUT 1 MILE NORTHEAST
 LQ0593'OF U.S. HIGHWAY 40 AND ABOUT 1.5 MILES EAST-NORTHEAST OF
 LQ0593'A BELL TELEPHONE CO. RELAY STATION.
 LQ0593'
 LQ0593'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 50 ALTERNATE
 LQ0593'IN THE WEST EDGE OF WENDOVER, GO NORTHWEST ON U.S. HIGHWAY
 LQ0593'40 FOR 8.7 MILES TO THE TELEPHONE RELAY STATION ON THE RIGHT.
 LQ0593'FROM THE NORTHWEST CORNER OF THE BUILDING, GO NORTH ON DIM
 LQ0593'TRACKS IN THE DIRECTION OF PILOT PEAK FOR 0.3 MILE TO THE
 LQ0593'CREST OF A LOW RIDGE.  TURN RIGHT AND FOLLOW THE CREST OF THE
 LQ0593'RIDGE (MAKING SLIGHT DETOURS FOR SEVERAL WASHES) FOR 1.2 MILES
 LQ0593'TO A POINT JUST WEST OF A WASH.  TURN LEFT AND GO NORTH FOR
 LQ0593'0.5 MILE TO STATION.
 LQ0593'
 LQ0593'THE STATION MARK, STAMPED HORN 1957, IS A STANDARD BRONZE DISK
 LQ0593'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 1 INCH.
 LQ0593'IT IS ABOUT 8 FEET EAST OF A WHITE WITNESS POST.
 LQ0593'
 LQ0593'THE REFERENCE MARKS, STAMPED HORN NO 1 1957 AND HORN NO 2
 LQ0593'1957, ARE STANDARD BRONZE DISKS SET IN THE TOP OF CONCRETE
 LQ0593'CYLINDERS WHICH PROJECT 1 INCH AND 8 INCHES RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0503 ***********************************************************************
 MV0503  DESIGNATION -  HORN
 MV0503  PID         -  MV0503
 MV0503  STATE/COUNTY-  NV/HUMBOLDT
 MV0503  USGS QUAD   -  VIRGIN VALLEY (1990)
 MV0503
 MV0503                         *CURRENT SURVEY CONTROL
 MV0503  ___________________________________________________________________
 MV0503* NAD 83(1994)-  41 50 52.22846(N)    119 04 21.74867(W)     ADJUSTED  
 MV0503* NAVD 88     -      1866.6    (meters)    6124.     (feet)  VERTCON   
 MV0503  ___________________________________________________________________
 MV0503  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 MV0503  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 MV0503
 MV0503  HORZ ORDER  -  THIRD
 MV0503
 MV0503.The horizontal coordinates were established by classical geodetic methods
 MV0503.and adjusted by the National Geodetic Survey in June 1998..
 MV0503
 MV0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0503
 MV0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0503
 MV0503.The geoid height was determined by GEOID03.
 MV0503
 MV0503;                    North         East     Units Scale Factor Converg.
 MV0503;SPC NV W     - 4,787,914.997   759,362.501   MT  0.99992031   -0 19 35.4
 MV0503;SPC NV W     -15,708,351.12  2,491,341.81   sFT  0.99992031   -0 19 35.4
 MV0503;UTM  11      - 4,634,959.338   327,930.734   MT  0.99996434   -1 22 59.4
 MV0503
 MV0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0503!SPC NV W     -   0.99971052  x   0.99992031  =   0.99963085
 MV0503!UTM  11      -   0.99971052  x   0.99996434  =   0.99967487
 MV0503
 MV0503|---------------------------------------------------------------------|
 MV0503| PID    Reference Object                     Distance      Geod. Az  |
 MV0503|                                                           dddmmss.s |
 MV0503| CS5030 HORN RM 2                            16.953 METERS 01753     |
 MV0503| CS5029 HORN RM 1                            11.939 METERS 25055     |
 MV0503| MV0335 SHELDON                             APPROX. 7.3 KM 3054325.2 |
 MV0503|---------------------------------------------------------------------|
 MV0503
 MV0503                          SUPERSEDED SURVEY CONTROL
 MV0503
 MV0503  NAD 83(1992)-  41 50 52.22755(N)    119 04 21.74862(W) AD(       ) 3
 MV0503  NAD 83(1991)-  41 50 52.22711(N)    119 04 21.74882(W) AD(       ) 3
 MV0503  NAD 83(1986)-  41 50 52.22932(N)    119 04 21.74820(W) AD(       ) 3
 MV0503  NGVD 29 (11/16/90) 1865.4    (m)         6120.     (f) VERT ANG       
 MV0503
 MV0503.Superseded values are not recommended for survey control.
 MV0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0503.See file dsdata.txt to determine how the superseded data were derived.
 MV0503
 MV0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG2793134959(NAD 83)
 MV0503_MARKER: DS = TRIANGULATION STATION DISK
 MV0503_SETTING: 66 = SET IN ROCK OUTCROP
 MV0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0503+STABILITY: POSITION/ELEVATION WELL
 MV0503
 MV0503  HISTORY     - Date     Condition        Report By
 MV0503  HISTORY     - 1964     MONUMENTED       USGS
 MV0503
 MV0503                          STATION DESCRIPTION
 MV0503
 MV0503'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MV0503'LOCATED ABOUT 25 MI. WSW OF DENIO, AND ABOUT 3 MI. SW OF DUFURRENA
 MV0503'RANCH---CHARLES SHELDON ANTELOPE RANGE STATION---, AT THE EASTERN
 MV0503'EXTREMITY OF THE GOOCH TABLE. REACHED BY HELICOPTER. STATION MARK--A
 MV0503'STANDARD TABLET STAMPED---HORN 1964---CEMENTED IN A DRILL HOLE IN
 MV0503'BEDROCK. REFERENCE MARK NO. 1--STANDARD TABLET CEMENTED IN A DRILL
 MV0503'HOLE IN BEDROCK ALONG S EDGE OF RIM, 39.17 FT. FROM STATION MARK AND
 MV0503'0.2 FT. HIGHER IN DIRECTI 5 DEGREE 05 MINUTE. REFERENCE MARK NO.
 MV0503'2--STANDARD TABLET CEMENTED IN A DRILL HOLE ON TOP OF ROCK LEDGE ALONG
 MV0503'N  EDGE OF RIM, 55.62 FT. FROM STATION MARK AND 0.5 FT. LOWER IN
 MV0503'DIRECTI 132 DEGREE 03 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1882 ***********************************************************************
 KR1882  DESIGNATION -  HORSE
 KR1882  PID         -  KR1882
 KR1882  STATE/COUNTY-  NV/CHURCHILL
 KR1882  USGS QUAD   -  DIXIE VALLEY SE (1980)
 KR1882
 KR1882                         *CURRENT SURVEY CONTROL
 KR1882  ___________________________________________________________________
 KR1882* NAD 83(1986)-  39 32 32.     (N)    118 04 25.     (W)     SCALED    
 KR1882* NAVD 88     -      1230.33   (+/-2cm)    4036.5    (feet)  VERTCON   
 KR1882  ___________________________________________________________________
 KR1882  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 KR1882
 KR1882  VERT ORDER  -  THIRD ? (See Below)
 KR1882
 KR1882.The horizontal coordinates were scaled from a topographic map and have
 KR1882.an estimated accuracy of +/- 6 seconds.
 KR1882
 KR1882.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1882.The vertical order pertains to the NGVD 29 superseded value.
 KR1882
 KR1882.The geoid height was determined by GEOID03.
 KR1882
 KR1882;                    North         East    Units  Estimated Accuracy
 KR1882;SPC NV W     - 4,531,910.      843,810.      MT  (+/- 180 meters Scaled)
 KR1882
 KR1882                          SUPERSEDED SURVEY CONTROL
 KR1882
 KR1882  NGVD 29 (07/19/86) 1229.30   (m)         4033.1    (f) LEVELING    3  
 KR1882
 KR1882.Superseded values are not recommended for survey control.
 KR1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1882.See file dsdata.txt to determine how the superseded data were derived.
 KR1882
 KR1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD077775(NAD 83)
 KR1882
 KR1882  HISTORY     - Date     Condition        Report By
 KR1882  HISTORY     - 1953     MONUMENTED       CGS
 KR1882
 KR1882                          STATION DESCRIPTION
 KR1882
 KR1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR1882'PRE-EARTHQUAKE POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1794 ***********************************************************************
 GR1794  DESIGNATION -  HORSE
 GR1794  PID         -  GR1794
 GR1794  STATE/COUNTY-  NV/CLARK
 GR1794  USGS QUAD   -  GOLD BUTTE (1984)
 GR1794
 GR1794                         *CURRENT SURVEY CONTROL
 GR1794  ___________________________________________________________________
 GR1794* NAD 83(1994)-  36 20 08.56661(N)    114 10 42.62577(W)     ADJUSTED  
 GR1794* NAVD 88     -      1599.3    (meters)    5247.     (feet)  VERTCON   
 GR1794  ___________________________________________________________________
 GR1794  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 GR1794  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 GR1794
 GR1794  HORZ ORDER  -  THIRD
 GR1794
 GR1794.The horizontal coordinates were established by classical geodetic methods
 GR1794.and adjusted by the National Geodetic Survey in June 1998..
 GR1794
 GR1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1794
 GR1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1794
 GR1794.The geoid height was determined by GEOID03.
 GR1794
 GR1794;                    North         East     Units Scale Factor Converg.
 GR1794;SPC NV E     - 8,176,834.370   326,116.473   MT  1.00009591   +0 49 57.0
 GR1794;SPC NV E     -26,826,830.76  1,069,933.80   sFT  1.00009591   +0 49 57.0
 GR1794;UTM  11      - 4,024,881.270   753,243.036   MT  1.00039024   +1 40 21.6
 GR1794
 GR1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1794!SPC NV E     -   0.99975323  x   1.00009591  =   0.99984911
 GR1794!UTM  11      -   0.99975323  x   1.00039024  =   1.00014337
 GR1794
 GR1794:                Primary Azimuth Mark                     Grid Az
 GR1794:SPC NV E     -  LINE                                     030 59 39.8
 GR1794:UTM  11      -  LINE                                     030 09 15.2
 GR1794
 GR1794|---------------------------------------------------------------------|
 GR1794| PID    Reference Object                     Distance      Geod. Az  |
 GR1794|                                                           dddmmss.s |
 GR1794| GR1834 LINE                                APPROX.20.5 KM 0314936.8 |
 GR1794|---------------------------------------------------------------------|
 GR1794
 GR1794                          SUPERSEDED SURVEY CONTROL
 GR1794
 GR1794  NAD 83(1994)-  36 20 08.56665(N)    114 10 42.62566(W) AD(       ) 3
 GR1794  NAD 83(1992)-  36 20 08.56673(N)    114 10 42.62586(W) AD(       ) 3
 GR1794  NAD 83(1986)-  36 20 08.56135(N)    114 10 42.61929(W) AD(       ) 3
 GR1794  NGVD 29 (05/01/88) 1598.6    (m)         5245.     (f) VERT ANG       
 GR1794
 GR1794.Superseded values are not recommended for survey control.
 GR1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1794.See file dsdata.txt to determine how the superseded data were derived.
 GR1794
 GR1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA5324324881(NAD 83)
 GR1794_MARKER: DS = TRIANGULATION STATION DISK
 GR1794_SETTING: 66 = SET IN ROCK OUTCROP
 GR1794_SP_SET: SET IN ROCK OUTCROP
 GR1794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1794+STABILITY: POSITION/ELEVATION WELL
 GR1794
 GR1794  HISTORY     - Date     Condition        Report By
 GR1794  HISTORY     - 1951     MONUMENTED       USGS
 GR1794
 GR1794                          STATION DESCRIPTION
 GR1794
 GR1794'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GR1794'LOCATED ABOUT 24 MI SE. OF OVERTON, 12 MI E. OF EAST SHORE OF
 GR1794'VIRGIN ARM OF LAKE MEAD, 4 MI W. OF HORSE SPRING.  AT SOUTH END OF
 GR1794'HIGH RIDGE RUNNING ABOUT N.-S., NORTHERNMOST AND LOWEST OF THREE
 GR1794'PEAKS AT POINT WHERE RIDGE BENDS TO SW.
 GR1794'
 GR1794'TO REACH BY HELICOPTER FROM OVERTON, FLY SW. TO LONG, HIGH RIDGE
 GR1794'AND LAND ABOUT 200 FT. N. OF STATION.
 GR1794'
 GR1794'STATION MARK--STANDARD TABLET STAMPED---HORSE 1951---, CEMENTED IN
 GR1794'ROCK OUTCROP.
 GR1794'
 GR1794'RM 1--STANDARD RM TABLET STAMPED---HORSE NO 1 1951---, CEMENTED IN
 GR1794'ROCK OUTCROP.
 GR1794'
 GR1794'RM 2--STANDARD RM TABLET STAMPED---HORSE NO 2 1951---, CEMENTED IN
 GR1794'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0668 ***********************************************************************
 LS0668  DESIGNATION -  HORSE
 LS0668  PID         -  LS0668
 LS0668  STATE/COUNTY-  NV/PERSHING
 LS0668  USGS QUAD   -  TUNNEL SPRING (1981)
 LS0668
 LS0668                         *CURRENT SURVEY CONTROL
 LS0668  ___________________________________________________________________
 LS0668* NAD 83(1994)-  40 10 11.18850(N)    119 12 42.73568(W)     ADJUSTED  
 LS0668* NAVD 88     -      2074.7    (meters)    6807.     (feet)  VERTCON   
 LS0668  ___________________________________________________________________
 LS0668  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 LS0668  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 LS0668
 LS0668  HORZ ORDER  -  THIRD
 LS0668
 LS0668.The horizontal coordinates were established by classical geodetic methods
 LS0668.and adjusted by the National Geodetic Survey in June 1998..
 LS0668
 LS0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0668
 LS0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0668
 LS0668.The geoid height was determined by GEOID03.
 LS0668
 LS0668;                    North         East     Units Scale Factor Converg.
 LS0668;SPC NV W     - 4,601,651.102   746,465.076   MT  0.99993527   -0 24 19.6
 LS0668;SPC NV W     -15,097,250.32  2,449,027.50   sFT  0.99993527   -0 24 19.6
 LS0668;UTM  11      - 4,448,946.520   311,655.824   MT  1.00003670   -1 25 37.9
 LS0668
 LS0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0668!SPC NV W     -   0.99967825  x   0.99993527  =   0.99961354
 LS0668!UTM  11      -   0.99967825  x   1.00003670  =   0.99971493
 LS0668
 LS0668|---------------------------------------------------------------------|
 LS0668| PID    Reference Object                     Distance      Geod. Az  |
 LS0668|                                                           dddmmss.s |
 LS0668| CS7109 HORSE RM 2                           18.090 METERS 03824     |
 LS0668| CS7108 HORSE RM 1                            6.596 METERS 30353     |
 LS0668|---------------------------------------------------------------------|
 LS0668
 LS0668                          SUPERSEDED SURVEY CONTROL
 LS0668
 LS0668  NAD 83(1992)-  40 10 11.19634(N)    119 12 42.73422(W) AD(       ) 3
 LS0668  NAD 83(1986)-  40 10 11.19590(N)    119 12 42.73228(W) AD(       ) 3
 LS0668  NGVD 29 (10/14/92) 2073.7    (m)         6803.     (f) VERT ANG       
 LS0668
 LS0668.Superseded values are not recommended for survey control.
 LS0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0668.See file dsdata.txt to determine how the superseded data were derived.
 LS0668
 LS0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE1165648947(NAD 83)
 LS0668_MARKER: DS = TRIANGULATION STATION DISK
 LS0668_SETTING: 66 = SET IN ROCK OUTCROP
 LS0668_SP_SET: SET IN ROCK OUTCROP
 LS0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LS0668+STABILITY: POSITION/ELEVATION WELL
 LS0668
 LS0668  HISTORY     - Date     Condition        Report By
 LS0668  HISTORY     - 1963     MONUMENTED       USGS
 LS0668
 LS0668                          STATION DESCRIPTION
 LS0668
 LS0668'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LS0668'LOCATED ABOUT 34 MI SSE. OF GERLACH, ABOUT 24 MI NNE. OF NIXON,
 LS0668'8.5 MI E. OF HWY. 34.  IN ROCK OUTCROP ON LARGE ROUNDED HILL.
 LS0668'
 LS0668'TO REACH FROM GERLACH POST OFFICE, DRIVE 24 MI S. ON STATE HWY.
 LS0668'34 TO RD. FORK SE. AT NORTH END OF WINNEMUCCA LAKE.  DRIVE E.
 LS0668'ALONG NORTH END OF LAKE ABOUT 15 MI ON MAIN-TRAVELED RD.  THENCE
 LS0668'ABOUT 2.5 MI SW. TO TOP OF SADDLE N. OF LARGEST HILL.  PACK S. TO
 LS0668'TOP OF HILL AND STATION.  A 20-MINUTE PACK.
 LS0668'
 LS0668'STATION MARK--STANDARD TABLET STAMPED---HORSE 1963---, CEMENTED IN
 LS0668'TOP OF SMALL OUTCROP.
 LS0668'
 LS0668'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, IN DRILL HOLE, 1.3
 LS0668'FT LOWER THAN STATION MARK.
 LS0668'
 LS0668'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, IN ROCK OUTCROP,
 LS0668'12.3 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0719 ***********************************************************************
 MU0719  DESIGNATION -  HORSE
 MU0719  PID         -  MU0719
 MU0719  STATE/COUNTY-  NV/HUMBOLDT
 MU0719  USGS QUAD   -  FIVE FINGERS (1988)
 MU0719
 MU0719                         *CURRENT SURVEY CONTROL
 MU0719  ___________________________________________________________________
 MU0719* NAD 83(1994)-  41 29 51.50823(N)    117 40 00.93487(W)     ADJUSTED  
 MU0719* NAVD 88     -      2879.5    (meters)    9447.     (feet)  VERTCON   
 MU0719  ___________________________________________________________________
 MU0719  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 MU0719  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 MU0719
 MU0719  HORZ ORDER  -  THIRD
 MU0719
 MU0719.The horizontal coordinates were established by classical geodetic methods
 MU0719.and adjusted by the National Geodetic Survey in June 1998..
 MU0719
 MU0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0719
 MU0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0719
 MU0719.The geoid height was determined by GEOID03.
 MU0719
 MU0719;                    North         East     Units Scale Factor Converg.
 MU0719;SPC NV W     - 4,749,312.899   876,512.001   MT  0.99997202   +0 36 26.0
 MU0719;SPC NV W     -15,581,704.07  2,875,689.79   sFT  0.99997202   +0 36 26.0
 MU0719;UTM  11      - 4,594,217.016   444,334.303   MT  0.99963813   -0 26 30.9
 MU0719
 MU0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0719!SPC NV W     -   0.99955156  x   0.99997202  =   0.99952360
 MU0719!UTM  11      -   0.99955156  x   0.99963813  =   0.99918986
 MU0719
 MU0719|---------------------------------------------------------------------|
 MU0719| PID    Reference Object                     Distance      Geod. Az  |
 MU0719|                                                           dddmmss.s |
 MU0719| CS8510 HORSE RM 2                           23.168 METERS 05219     |
 MU0719| CS8511 HORSE RM 1                           36.850 METERS 17402     |
 MU0719|---------------------------------------------------------------------|
 MU0719
 MU0719                          SUPERSEDED SURVEY CONTROL
 MU0719
 MU0719  NAD 83(1986)-  41 29 51.51409(N)    117 40 00.93269(W) AD(       ) 3
 MU0719  NGVD 29 (11/09/93) 2878.2    (m)         9443.     (f) VERT ANG       
 MU0719
 MU0719.Superseded values are not recommended for survey control.
 MU0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0719.See file dsdata.txt to determine how the superseded data were derived.
 MU0719
 MU0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF4433494217(NAD 83)
 MU0719_MARKER: DD = SURVEY DISK
 MU0719_SETTING: 80 = SET IN A BOULDER
 MU0719_SP_SET: SET IN DRILL HOLE IN A BOULDER
 MU0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0719+STABILITY: SURFACE MOTION
 MU0719
 MU0719  HISTORY     - Date     Condition        Report By
 MU0719  HISTORY     - 1957     MONUMENTED       USGS
 MU0719  HISTORY     - 1958     GOOD             USGS
 MU0719
 MU0719                          STATION DESCRIPTION
 MU0719
 MU0719'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MU0719'LOCATED ABOUT 7 MI W. OF PARADISE VALLEY AT HEAD OF HORSE CREEK.
 MU0719'ON HIGHEST TOP IN VICINITY KNOWN AS PARADISE PEAK.
 MU0719'
 MU0719'TO REACH FROM PARADISE VALLEY POST OFFICE, DRIVE 1.2 MI S. ON
 MU0719'STATE HWY. 8B.  TURN RIGHT ON SINGAS CREEK RD. (W.) 1.5 MI TO RD.
 MU0719'X-ING., CONTINUE STRAIGHT AHEAD 4.6 MI TO END OF RD.  WALK W. UP
 MU0719'MAIN DRAIN TO MOST PROMINENT TOP AND HIGHEST PEAK IN VICINITY.
 MU0719'IT IS BEST TO KEEP TO NORTH SIDE OF BASIN GOING UP SO SOME OF THE
 MU0719'THICKER BRUSH MAY BE AVOIDED.  A 2-HOUR 20-MINUTE PACK.
 MU0719'
 MU0719'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---HORSE 1957---,
 MU0719'CEMENTED IN DRILL HOLE IN LARGE ROCK.
 MU0719'
 MU0719'RM 1--STANDARD RM TABLET STAMPED---NO 1 HORSE 1957---, CEMENTED IN
 MU0719'DRILL HOLE IN LARGE ROCK.
 MU0719'
 MU0719'RM 2--STANDARD RM TABLET STAMPED---NO 2 HORSE 1957---, CEMENTED IN
 MU0719'DRILL HOLE IN LARGE ROCK.
 MU0719
 MU0719                          STATION RECOVERY (1958)
 MU0719
 MU0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MU0719'RECOVERED AS DESCRIBED.  RMS NOT SEARCHED FOR.  FROM END OF RD.,
 MU0719'STATION PEAK IS NORTH ONE OF TWO MOST PROMINENT ONES VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0708 ***********************************************************************
 JP0708  DESIGNATION -  HORSE
 JP0708  PID         -  JP0708
 JP0708  STATE/COUNTY-  NV/NYE
 JP0708  USGS QUAD   -  CALLAWAY WELL (1990)
 JP0708
 JP0708                         *CURRENT SURVEY CONTROL
 JP0708  ___________________________________________________________________
 JP0708* NAD 83(1994)-  38 38 04.65209(N)    115 17 38.73850(W)     ADJUSTED  
 JP0708* NAVD 88     -      2328.2    (meters)    7638.     (feet)  VERTCON   
 JP0708  ___________________________________________________________________
 JP0708  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 JP0708  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 JP0708
 JP0708  HORZ ORDER  -  THIRD
 JP0708
 JP0708.The horizontal coordinates were established by classical geodetic methods
 JP0708.and adjusted by the National Geodetic Survey in June 1998..
 JP0708
 JP0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0708
 JP0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0708
 JP0708.The geoid height was determined by GEOID03.
 JP0708
 JP0708;                    North         East     Units Scale Factor Converg.
 JP0708;SPC NV C     - 6,431,935.379   619,500.710   MT  1.00007580   +0 51 25.5
 JP0708;SPC NV C     -21,102,107.99  2,032,478.58   sFT  1.00007580   +0 51 25.5
 JP0708;UTM  11      - 4,277,612.147   648,478.974   MT  0.99987149   +1 03 55.0
 JP0708
 JP0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0708!SPC NV C     -   0.99963835  x   1.00007580  =   0.99971412
 JP0708!UTM  11      -   0.99963835  x   0.99987149  =   0.99950988
 JP0708
 JP0708|---------------------------------------------------------------------|
 JP0708| PID    Reference Object                     Distance      Geod. Az  |
 JP0708|                                                           dddmmss.s |
 JP0708| CS8736 HORSE RM 1                            5.502 METERS 03800     |
 JP0708| CS8737 HORSE RM 2                            2.804 METERS 17530     |
 JP0708|---------------------------------------------------------------------|
 JP0708
 JP0708                          SUPERSEDED SURVEY CONTROL
 JP0708
 JP0708  NAD 83(1994)-  38 38 04.64572(N)    115 17 38.74141(W) AD(       ) 3
 JP0708  NAD 83(1986)-  38 38 04.64409(N)    115 17 38.74238(W) AD(       ) 3
 JP0708  NGVD 29 (01/04/94) 2327.0    (m)         7634.     (f) VERT ANG       
 JP0708
 JP0708.Superseded values are not recommended for survey control.
 JP0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0708.See file dsdata.txt to determine how the superseded data were derived.
 JP0708
 JP0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC4847977612(NAD 83)
 JP0708_MARKER: DS = TRIANGULATION STATION DISK
 JP0708_SETTING: 66 = SET IN ROCK OUTCROP
 JP0708_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JP0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0708+STABILITY: POSITION/ELEVATION WELL
 JP0708
 JP0708  HISTORY     - Date     Condition        Report By
 JP0708  HISTORY     - 1963     MONUMENTED       USGS
 JP0708  HISTORY     - 1965     GOOD             USGS
 JP0708
 JP0708                          STATION DESCRIPTION
 JP0708
 JP0708'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JP0708'LOCATED ABOUT 23 MI SW. OF LUND, 12.5 MI SE. OF CURRANT, 2.5 MI
 JP0708'N. OF DIRT RD. FROM U.S. HWY. 6 TO STATE HWY. 38.  ON HIGHEST
 JP0708'PROMINENT TOP AT SOUTHEAST END OF HORSE RANGE MOUNTAINS.
 JP0708'
 JP0708'STATION REACHED BY HELICOPTER.
 JP0708'
 JP0708'STATION MARK--STANDARD TABLET STAMPED---HORSE 1963---, CEMENTED IN
 JP0708'DRILL HOLE IN TOP OF OUTCROP ON HIGHEST POINT OF TOP.
 JP0708'
 JP0708'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, CEMENTED IN DRILL
 JP0708'HOLE IN TOP OF ROCK OUTCROP.
 JP0708'
 JP0708'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, CEMENTED IN DRILL
 JP0708'HOLE IN TOP OF ROCK OUTCROP, 3 FT LOWER THAN STATION MARK.
 JP0708
 JP0708                          STATION RECOVERY (1965)
 JP0708
 JP0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JP0708'RECOVERED AS DESCRIBED BY USGS IN 1963.  ALL MARKS IN GOOD
 JP0708'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1996 ***********************************************************************
 GR1996  DESIGNATION -  HORSE
 GR1996  PID         -  GR1996
 GR1996  STATE/COUNTY-  NV/CLARK
 GR1996  USGS QUAD   -  WHEELER WELL (1984)
 GR1996
 GR1996                         *CURRENT SURVEY CONTROL
 GR1996  ___________________________________________________________________
 GR1996* NAD 83(1994)-  36 19 43.19849(N)    115 52 08.76875(W)     ADJUSTED  
 GR1996* NAVD 88     -      2588.8    (meters)    8493.     (feet)  VERTCON   
 GR1996  ___________________________________________________________________
 GR1996  LAPLACE CORR-          15.16  (seconds)                    DEFLEC99
 GR1996  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 GR1996
 GR1996  HORZ ORDER  -  THIRD
 GR1996
 GR1996.The horizontal coordinates were established by classical geodetic methods
 GR1996.and adjusted by the National Geodetic Survey in June 1998..
 GR1996
 GR1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1996
 GR1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1996
 GR1996.The geoid height was determined by GEOID03.
 GR1996
 GR1996;                    North         East     Units Scale Factor Converg.
 GR1996;SPC NV E     - 8,175,174.210   174,343.875   MT  0.99990811   -0 10 09.5
 GR1996;SPC NV E     -26,821,384.05    571,993.20   sFT  0.99990811   -0 10 09.5
 GR1996;UTM  11      - 4,020,996.828   601,502.488   MT  0.99972694   +0 40 12.1
 GR1996
 GR1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1996!SPC NV E     -   0.99959800  x   0.99990811  =   0.99950615
 GR1996!UTM  11      -   0.99959800  x   0.99972694  =   0.99932505
 GR1996
 GR1996|---------------------------------------------------------------------|
 GR1996| PID    Reference Object                     Distance      Geod. Az  |
 GR1996|                                                           dddmmss.s |
 GR1996| CS8783 HORSE RM 1                            3.048 METERS 22258     |
 GR1996| CS8784 HORSE RM 2                            5.864 METERS 34428     |
 GR1996|---------------------------------------------------------------------|
 GR1996
 GR1996                          SUPERSEDED SURVEY CONTROL
 GR1996
 GR1996  NAD 83(1992)-  36 19 43.20291(N)    115 52 08.76921(W) AD(1991.35) 3
 GR1996  NAD 83(1992)-  36 19 43.19663(N)    115 52 08.77296(W) AD(       ) 3
 GR1996  NGVD 29 (02/14/94) 2587.8    (m)         8490.     (f) VERT ANG       
 GR1996
 GR1996.Superseded values are not recommended for survey control.
 GR1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1996.See file dsdata.txt to determine how the superseded data were derived.
 GR1996
 GR1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA0150220997(NAD 83)
 GR1996_MARKER: DS = TRIANGULATION STATION DISK
 GR1996_SETTING: 80 = SET IN A BOULDER
 GR1996_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GR1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1996+STABILITY: SURFACE MOTION
 GR1996
 GR1996  HISTORY     - Date     Condition        Report By
 GR1996  HISTORY     - 1957     MONUMENTED       USGS
 GR1996
 GR1996                          STATION DESCRIPTION
 GR1996
 GR1996'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 GR1996'LOCATED ABOUT 11.5 MI NE. OF PAHRUMP, 10.5 MI NW. OF CHARLESTON
 GR1996'PEAK, 2.5 MI W. OF MOUTH OF CLARK CANYON.  ON TOP OF HIGH, N.-S.,
 GR1996'TIMBERED RIDGE.
 GR1996'
 GR1996'REACHED BY HELICOPTER.
 GR1996'
 GR1996'STATION MARK--STANDARD TABLET STAMPED---HORSE 1957---, CEMENTED IN
 GR1996'DRILL HOLE IN ROCK.
 GR1996'
 GR1996'RM 1--STANDARD RM TABLET STAMPED---NO 1 1957---, CEMENTED IN DRILL
 GR1996'HOLE IN ROCK OUTCROP.
 GR1996'
 GR1996'RM 2--STANDARD RM TABLET STAMPED---NO 2 1957---, CEMENTED IN DRILL
 GR1996'HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0561 ***********************************************************************
 KQ0561  DESIGNATION -  HORSE
 KQ0561  PID         -  KQ0561
 KQ0561  STATE/COUNTY-  NV/NYE
 KQ0561  USGS QUAD   -  HORSE HEAVEN MTN (1990)
 KQ0561
 KQ0561                         *CURRENT SURVEY CONTROL
 KQ0561  ___________________________________________________________________
 KQ0561* NAD 83(1994)-  39 08 13.23386(N)    116 27 59.10167(W)     ADJUSTED  
 KQ0561* NAVD 88     -      2865.4    (meters)    9401.     (feet)  VERTCON   
 KQ0561  ___________________________________________________________________
 KQ0561  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 KQ0561  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 KQ0561
 KQ0561  HORZ ORDER  -  THIRD
 KQ0561
 KQ0561.The horizontal coordinates were established by classical geodetic methods
 KQ0561.and adjusted by the National Geodetic Survey in June 1998..
 KQ0561
 KQ0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0561
 KQ0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0561
 KQ0561.The geoid height was determined by GEOID03.
 KQ0561
 KQ0561;                    North         East     Units Scale Factor Converg.
 KQ0561;SPC NV C     - 6,486,826.408   517,311.669   MT  0.99990369   +0 07 35.0
 KQ0561;SPC NV C     -21,282,196.31  1,697,213.37   sFT  0.99990369   +0 07 35.0
 KQ0561;UTM  11      - 4,332,116.377   546,114.774   MT  0.99962618   +0 20 12.4
 KQ0561
 KQ0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0561!SPC NV C     -   0.99955401  x   0.99990369  =   0.99945775
 KQ0561!UTM  11      -   0.99955401  x   0.99962618  =   0.99918036
 KQ0561
 KQ0561                          SUPERSEDED SURVEY CONTROL
 KQ0561
 KQ0561  NAD 83(1986)-  39 08 13.23800(N)    116 27 59.10498(W) AD(       ) 3
 KQ0561  NGVD 29 (04/13/94) 2863.9    (m)         9396.     (f) VERT ANG       
 KQ0561
 KQ0561.Superseded values are not recommended for survey control.
 KQ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0561.See file dsdata.txt to determine how the superseded data were derived.
 KQ0561
 KQ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND4611532116(NAD 83)
 KQ0561_MARKER: DS = TRIANGULATION STATION DISK
 KQ0561_SETTING: 0 = UNSPECIFIED SETTING
 KQ0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0561
 KQ0561  HISTORY     - Date     Condition        Report By
 KQ0561  HISTORY     - 1955     MONUMENTED       USGS
 KQ0561
 KQ0561                          STATION DESCRIPTION
 KQ0561
 KQ0561'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0561'LOCATED ABOUT 43.0 MI. SW. OF EUREKA, ON S. TOP OF HORSE HEAVEN
 KQ0561'MOUNTAIN.
 KQ0561'
 KQ0561'TO REACH FROM EUREKA POST OFFICE, DRIVE W. ALONG U.S. HIGHWAY 50 FOR
 KQ0561'19.5 MI. TO ANTELOPE VALLEY ROAD LEFT, TURN S. ALONG ANTELOPE VALLEY
 KQ0561'ROAD (GRADED) 21.3 MI. TO RD. FORKS, AND SIGN MARTIN RANCH, TAKE
 KQ0561'RIGHT FORK TO MARTIN RANCH AND DRIVE 5.4 MI. TO RD. FORKS, CONTINUE
 KQ0561'STRAIGHT AHEAD TOWARD MARTIN RANCH 2.9 MI. TO DIM TRACK RD. RIGHT,
 KQ0561'FOLLOW TRACK RD. 1.8 MI. TO GROVE OF QUAKING ASPEN TREES TO CANYON.
 KQ0561'PACK UP GOLDEN STAIRS CANYON AND FOLLOW TRAIL TO SADDLE, TURN LEFT
 KQ0561'AND HIKE UP TO HIGHEST POINT AND STATION.  ABOUT 2 HR. CLIMB.
 KQ0561'
 KQ0561'STATION MARK STANDARD TABLET STAMPED----HORSE 1955----CEMENTED IN
 KQ0561'ROCK OUTCROP.
 KQ0561'
 KQ0561'REFERENCE MARK NO. 1 STANDARD REFERENCE MARK TABLET STAMPED----NO 1
 KQ0561'1955----CEMENTED IN ROCK OUTCROP, 32.05 FT. FROM STATION MARK
 KQ0561'344 DEGREES 01 MINUTES.
 KQ0561'
 KQ0561'REFERENCE MARK NO. 2 STANDARD TABLET STAMPED----NO 2 1955--,
 KQ0561'CEMENTED IN ROCK OUTCROP, 34.22 FT. FROM STATION MARK
 KQ0561'93 DEGREES 43 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2961 ***********************************************************************
 AB2961  DESIGNATION -  HORSE
 AB2961  PID         -  AB2961
 AB2961  STATE/COUNTY-  NV/STOREY
 AB2961  USGS QUAD   -  FLOWERY PEAK (1994)
 AB2961
 AB2961                         *CURRENT SURVEY CONTROL
 AB2961  ___________________________________________________________________
 AB2961* NAD 83(1994)-  39 21 18.64258(N)    119 33 16.84939(W)     ADJUSTED  
 AB2961* NAVD 88     -      2184.4    (meters)    7167.     (feet)  VERTCON   
 AB2961  ___________________________________________________________________
 AB2961  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 AB2961  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AB2961
 AB2961  HORZ ORDER  -  THIRD
 AB2961
 AB2961.The horizontal coordinates were established by classical geodetic methods
 AB2961.and adjusted by the National Geodetic Survey in June 1998..
 AB2961
 AB2961.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2961
 AB2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2961
 AB2961.The geoid height was determined by GEOID03.
 AB2961
 AB2961;                    North         East     Units Scale Factor Converg.
 AB2961;SPC NV W     - 4,511,476.072   716,285.578   MT  0.99998626   -0 36 57.6
 AB2961;SPC NV W     -14,801,401.08  2,350,013.60   sFT  0.99998626   -0 36 57.6
 AB2961;UTM  11      - 4,359,305.298   279,881.538   MT  1.00019660   -1 37 14.3
 AB2961
 AB2961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2961!SPC NV W     -   0.99966118  x   0.99998626  =   0.99964745
 AB2961!UTM  11      -   0.99966118  x   1.00019660  =   0.99985772
 AB2961
 AB2961                          SUPERSEDED SURVEY CONTROL
 AB2961
 AB2961  NAD 83(1992)-  39 21 18.64658(N)    119 33 16.84164(W) AD(       ) 3
 AB2961  NGVD 29 (04/11/94) 2183.3    (m)         7163.     (f) VERT ANG       
 AB2961
 AB2961.Superseded values are not recommended for survey control.
 AB2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2961.See file dsdata.txt to determine how the superseded data were derived.
 AB2961
 AB2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7988259305(NAD 83)
 AB2961_MARKER: DS = TRIANGULATION STATION DISK
 AB2961
 AB2961  HISTORY     - Date     Condition        Report By
 AB2961  HISTORY     - 1949     MONUMENTED       USGS
 AB2961
 AB2961                          STATION DESCRIPTION
 AB2961
 AB2961'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 AB2961'LOCATED ABOUT 5.9 MI. NE OF VIRGINIA CITY AND 0.9 MI. NE OF AND 100 FT
 AB2961'HIGHER THAN HIGH, ROCKY TOP KNOWN AS ROCKY PEAK.
 AB2961'TO REACH FROM VIRGINIA CITY, DRIVE N ALONG STATE HIGHWAY 17 2.4 MI. TO
 AB2961'JUNCTION WITH STATE HIGHWAY 45, FOLLOW E ON TATE HIGHWAY 45 FOR 1.2
 AB2961'MI. TO RD FORKS, TAKE RIGHT FORK 2.4 MI. TO LOOP IN RD, FOLLOW DIM
 AB2961'TRACK RD S TO DRAIN CROSSING THENCE ALONG HILLSIDE TO SADDLE, A DIS-
 AB2961'TANCE OF 1 MI., TAKE TRACK RD DOWN CANYON 1 MI. TO DRAIN CROSSING AND
 AB2961'END OF RD.  PACK S UP DRAIN TO A BOWL THENCE E TO HIGH TOP AND
 AB2961'STATION.  A 1-HOUR PACK.  A 4-WHEEL DRIVE VEHICLE IS NECESSARY FOR THE
 AB2961'LAST 2 MI. OF THIS TRIP.
 AB2961'STATION MARK--STANDARD TABLET STAMPED---HORSE 1949---, SET IN SOLID
 AB2961'ROCK.
 AB2961'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET SET IN SOLID
 AB2961'ROCK, 17.10 FT. FROM STATION MARK.
 AB2961'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET SET IN SOLID
 AB2961'ROCK, 13.10 FT FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0364 ***********************************************************************
 JP0364  DESIGNATION -  HORSESHOE
 JP0364  PID         -  JP0364
 JP0364  STATE/COUNTY-  NV/NYE
 JP0364  USGS QUAD   -  GRASSY MTN (1973)
 JP0364
 JP0364                         *CURRENT SURVEY CONTROL
 JP0364  ___________________________________________________________________
 JP0364* NAD 83(1994)-  38 17 54.10692(N)    114 38 00.21200(W)     ADJUSTED  
 JP0364* NAVD 88     -      2400.3    (meters)    7875.     (feet)  VERTCON   
 JP0364  ___________________________________________________________________
 JP0364  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 JP0364  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 JP0364
 JP0364  HORZ ORDER  -  FIRST
 JP0364
 JP0364.The horizontal coordinates were established by classical geodetic methods
 JP0364.and adjusted by the National Geodetic Survey in June 1998..
 JP0364
 JP0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0364
 JP0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0364
 JP0364.The geoid height was determined by GEOID03.
 JP0364
 JP0364;                    North         East     Units Scale Factor Converg.
 JP0364;SPC NV C     - 6,395,674.664   677,852.477   MT  1.00028945   +1 15 37.7
 JP0364;SPC NV C     -20,983,142.63  2,223,921.00   sFT  1.00028945   +1 15 37.7
 JP0364;SPC NV E     - 8,394,145.307   283,089.073   MT  0.99998500   +0 35 19.6
 JP0364;SPC NV E     -27,539,791.73    928,768.07   sFT  0.99998500   +0 35 19.6
 JP0364;UTM  11      - 4,241,569.589   706,950.962   MT  1.00012748   +1 28 02.1
 JP0364
 JP0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0364!SPC NV C     -   0.99962704  x   1.00028945  =   0.99991638
 JP0364!SPC NV E     -   0.99962704  x   0.99998500  =   0.99961205
 JP0364!UTM  11      -   0.99962704  x   1.00012748  =   0.99975447
 JP0364
 JP0364|---------------------------------------------------------------------|
 JP0364| PID    Reference Object                     Distance      Geod. Az  |
 JP0364|                                                           dddmmss.s |
 JP0364| DD6015 HORSESHOE RM 1                        4.483 METERS 06656     |
 JP0364| JP0357 ROSENCRANS                          APPROX.30.4 KM 0670257.1 |
 JP0364| DD6016 HORSESHOE RM 2                        5.212 METERS 19400     |
 JP0364| HP0350 WEST LAVA CAIRN                     APPROX.42.9 KM 2122315.2 |
 JP0364| JP0385 BLACK CLIFF CAIRN                   APPROX.48.6 KM 2374554.6 |
 JP0364| JP0371 SHARKS TOOTH                        APPROX.28.5 KM 2394108.3 |
 JP0364|---------------------------------------------------------------------|
 JP0364
 JP0364                          SUPERSEDED SURVEY CONTROL
 JP0364
 JP0364  NAD 83(1994)-  38 17 54.10657(N)    114 38 00.21188(W) AD(       ) 1
 JP0364  NAD 83(1986)-  38 17 54.09650(N)    114 38 00.21722(W) AD(       ) 1
 JP0364  NAD 27      -  38 17 54.25100(N)    114 37 57.22400(W) AD(       ) 1
 JP0364  NGVD 29 (07/19/86) 2399.0    (m)         7871.     (f) VERT ANG       
 JP0364
 JP0364.Superseded values are not recommended for survey control.
 JP0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0364.See file dsdata.txt to determine how the superseded data were derived.
 JP0364
 JP0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC0695141570(NAD 83)
 JP0364_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JP0364_SETTING: 66 = SET IN ROCK OUTCROP
 JP0364_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JP0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0364+STABILITY: POSITION/ELEVATION WELL
 JP0364
 JP0364  HISTORY     - Date     Condition        Report By
 JP0364  HISTORY     - 1944     MONUMENTED       CGS
 JP0364  HISTORY     - 1965     GOOD             USGS
 JP0364  HISTORY     - 1971     GOOD             USGS
 JP0364
 JP0364                          STATION DESCRIPTION
 JP0364
 JP0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 JP0364'STATION IS ABOUT 3 MILES (AIR LINE) SW OF PONY SPRINGS AND
 JP0364'ABOUT 27 MILES (AIR LINE) NNW OF PIOCHE.  IT IS ON A SHARP
 JP0364'TIMBERED PEAK ABOUT 2 MILES W OF U.S. HIGHWAY 93 AND HAS TWO
 JP0364'RIDGES VISIBLE FROM THE E, ONE EXTENDING NE, THE OTHER EXTENDING
 JP0364'SE.
 JP0364'
 JP0364'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 JP0364'WITH THE SURROUNDING SURFACE AND IS STAMPED HORSESHOE 1944.  IT
 JP0364'IS 15-1/2 FEET NNE OF THE HIGHEST POINT OF THE MOUNTAIN AND
 JP0364'ABOUT 14 INCHES BELOW IT.
 JP0364'
 JP0364'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 JP0364'FLUSH WITH THE SURROUNDING SURFACE.  IT IS ABOUT 14 FEET LOWER
 JP0364'IN ELEVATION THAN THE STATION MARK AND IS STAMPED HORSESHOE NO
 JP0364'1 1944.
 JP0364'
 JP0364'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 JP0364'PROJECTING ABOUT 20 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 JP0364'STAMPED HORSESHOE NO 2 1944.  IT IS ABOUT 30 INCHES SSE OF THE
 JP0364'HIGHEST POINT OF THE MOUNTAIN AND ABOUT 8 INCHES HIGHER IN
 JP0364'ELEVATION THAN THE STATION MARK.
 JP0364'
 JP0364'AZIMUTH MARK FOR THIS STATION IS STATION PONY SPRINGS.
 JP0364'
 JP0364'TO REACH STATION FROM PONY SPRINGS ABOUT 30 MILES N OF PIOCHE, GO
 JP0364'N ON U.S. HIGHWAY 93 FOR 0.7 MILE.  HERE TURN LEFT AND FOLLOW
 JP0364'A GRADED ROAD FOR 2.6 MILES TO THE SEWARD RANCH.  FROM HERE TAKE
 JP0364'A TRACK ROAD W ALONG THE N SIDE OF A FENCE LINE FOR 0.1 MILE
 JP0364'TO A FENCE CORNER.  TURN LEFT OR S ALONG THE W SIDE OF A FENCE
 JP0364'FOR 0.4 MILE TO A STONE COKE OVEN.  HERE TURN LEFT UP A WASH
 JP0364'ALONG A STOCK TRAIL FOR 0.4 MILE TO THE END OF TRUCK TRAVEL.
 JP0364'FROM HERE PACK S ABOUT 200 YARDS AND TAKE THE FIRST WASH ON
 JP0364'THE LEFT.  GO SE UP THE WASH AND OVER A SMALL RIDGE FOR 1/2
 JP0364'MILE INTO A SADDLE.  FROM HERE GO UP THE RIDGE ENE FOR 1/4
 JP0364'MILE TO THE HIGHEST POINT AND STATION.
 JP0364'
 JP0364'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 JP0364
 JP0364                          STATION RECOVERY (1965)
 JP0364
 JP0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JP0364'RECOVERED AS DESCRIBED BY NGS IN 1944 IN DESCRIPTION LIST 38 114
 JP0364'3, STATION 1002.  STATION REACHED BY HELICOPTER.
 JP0364
 JP0364                          STATION RECOVERY (1971)
 JP0364
 JP0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0364'RECOVERED AS DESCRIBED BY NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1567 ***********************************************************************
 KR1567  DESIGNATION -  HOT
 KR1567  PID         -  KR1567
 KR1567  STATE/COUNTY-  NV/CHURCHILL
 KR1567  USGS QUAD   -  EAGLE ROCK (1985)
 KR1567
 KR1567                         *CURRENT SURVEY CONTROL
 KR1567  ___________________________________________________________________
 KR1567* NAD 83(1994)-  39 38 55.18366(N)    119 02 45.13028(W)     ADJUSTED  
 KR1567* NAVD 88     -      1637.4    (meters)    5372.     (feet)  VERTCON   
 KR1567  ___________________________________________________________________
 KR1567  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 KR1567  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 KR1567
 KR1567  HORZ ORDER  -  SECOND
 KR1567
 KR1567.The horizontal coordinates were established by classical geodetic methods
 KR1567.and adjusted by the National Geodetic Survey in June 1998..
 KR1567
 KR1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1567
 KR1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1567
 KR1567.The geoid height was determined by GEOID03.
 KR1567
 KR1567;                    North         East     Units Scale Factor Converg.
 KR1567;SPC NV W     - 4,543,709.087   760,304.457   MT  0.99991939   -0 17 42.5
 KR1567;SPC NV W     -14,907,152.23  2,494,432.21   sFT  0.99991939   -0 17 42.5
 KR1567;UTM  11      - 4,390,763.478   324,466.467   MT  0.99997936   -1 18 20.7
 KR1567
 KR1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1567!SPC NV W     -   0.99974697  x   0.99991939  =   0.99966638
 KR1567!UTM  11      -   0.99974697  x   0.99997936  =   0.99972633
 KR1567
 KR1567|---------------------------------------------------------------------|
 KR1567| PID    Reference Object                     Distance      Geod. Az  |
 KR1567|                                                           dddmmss.s |
 KR1567| DB7931 HOT RM 1                              8.732 METERS 13408     |
 KR1567| DB7932 HOT RM 2                              7.783 METERS 17501     |
 KR1567| KR1570 BLACK BUTTE                         APPROX. 7.8 KM 1873427.7 |
 KR1567|---------------------------------------------------------------------|
 KR1567
 KR1567                          SUPERSEDED SURVEY CONTROL
 KR1567
 KR1567  NAD 83(1992)-  39 38 55.18734(N)    119 02 45.11847(W) AD(       ) 2
 KR1567  NAD 83(1986)-  39 38 55.18705(N)    119 02 45.11689(W) AD(       ) 2
 KR1567  NAD 27      -  39 38 55.49920(N)    119 02 41.53050(W) AD(       ) 2
 KR1567  NGVD 29 (07/19/86) 1636.4    (m)         5369.     (f) VERT ANG       
 KR1567
 KR1567.Superseded values are not recommended for survey control.
 KR1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1567.See file dsdata.txt to determine how the superseded data were derived.
 KR1567
 KR1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD2446690763(NAD 83)
 KR1567_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1567_SETTING: 80 = SET IN A BOULDER
 KR1567_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1567
 KR1567  HISTORY     - Date     Condition        Report By
 KR1567  HISTORY     - 1958     MONUMENTED       CGS
 KR1567
 KR1567                          STATION DESCRIPTION
 KR1567
 KR1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1567'THE STATION IS 12 MILES NORTHEAST OF FERNLEY, 6 MILES NORTH OF
 KR1567'HAZEN AND ON THE SOUTHERN MOST OF A GROUP OF LAVA BUTTES
 KR1567'AT THE SOUTH END OF THE HOT SPRINGS RANGE.  IT IS THE FIRST
 KR1567'PROMINENT RANGE TO THE EAST OF THE ALKILI FLATS.
 KR1567'
 KR1567'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 KR1567'A FLAT BOULDER WHICH PROJECTS 2 INCHES AND IS STAMPED HOT 1958.
 KR1567'
 KR1567'THE REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN
 KR1567'BEDROCK AND STAMPED HOT 1958 NO 1 AND NO 2 RESPECTIVELY.
 KR1567'
 KR1567'TO REACH FROM HAZEN GO WEST ON U.S. HIGHWAY 95 FOR 0.2 MILE
 KR1567'TO A ROAD TO THE RIGHT, NORTH TURN NORTH AND CROSS THE RAILROAD
 KR1567'TRACKS TO THE OLD SCHOOL HOUSE, ABOUT 0.15 MILE.  HERE TURN
 KR1567'RIGHT, EAST, AND FOLLOW THE MAIN ROAD EAST AND NORTH ALONG
 KR1567'THE NORTH SIDE OF THE RAILROAD TRACKS AND THE POWER LINE TO
 KR1567'A FORKS, KEEP LEFT FORK AND CONTINUE ON MAIN ROAD FOR 1.3
 KR1567'MILES TO FORK AT A POINT WHERE THE POWER LINE TURNS NORTH AT
 KR1567'POWER SUB-STATION.  HERE TURN NORTH, LEFT, AND GO 1.6 MILES TO
 KR1567'DIM ROAD TO THE LEFT, TURN LEFT, WEST, LEAVING THE POWER LINE
 KR1567'ROAD AND GO 3.3 MILES TO POINT JUST AFTER CROSSING A BIG
 KR1567'WASH.  HERE TURN RIGHT, NORTH, AND FOLLOW DIM TRACKS ACROSS
 KR1567'COUNTRY, KEEPING TO THE LEFT OF THE WASH AND TO THE RIGHT OF
 KR1567'A LONG LAVA RIDGE TO THE FIRST POINT THAT IS POSSIBLE TO WORK
 KR1567'TO THE TOP OF THE LAVA RIDGE, A DISTANCE OF ABOUT 1.4
 KR1567'MILES.  AFTER GETTING TO THE TOP OF THE RIDGE TURN RIGHT,
 KR1567'NORTHEAST AND GO ALONG THE TOP OF THE RIDGE FOR 0.7 MILE
 KR1567'TO A LONE BLACK CAIRN, CONTINUE ALONG THE CREST OF THE
 KR1567'RIDGE AND INTO A WIDE FLAT SADDLE FOR 1.4 MILES TO END OF TRUCK
 KR1567'TRAVEL AT THE HEAD OF A VERY SANDY WASH.  FROM HERE PACK
 KR1567'NORTH-NORTHEAST UP THE ROCKY SLOPE KEEPING TO THE LEFT, THEN
 KR1567'TO THE RIGHT, OF THE HIGHEST POINTS TO THE LARGE CAIRN ON
 KR1567'THE MOST PROMINENT BUTTE AND THE STATION SITE.  A 30 MINUTE
 KR1567'PACK AND 4 WHEEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0290 ***********************************************************************
 MV0290  DESIGNATION -  HOT
 MV0290  PID         -  MV0290
 MV0290  STATE/COUNTY-  NV/HUMBOLDT
 MV0290  USGS QUAD   -  BILK CREEK RESERVOIR (1990)
 MV0290
 MV0290                         *CURRENT SURVEY CONTROL
 MV0290  ___________________________________________________________________
 MV0290* NAD 83(1994)-  41 41 07.59194(N)    118 29 03.68547(W)     ADJUSTED  
 MV0290* NAVD 88     -      1328.04   (+/-2cm)    4357.1    (feet)  VERTCON   
 MV0290  ___________________________________________________________________
 MV0290  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 MV0290  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 MV0290
 MV0290  HORZ ORDER  -  SECOND
 MV0290  VERT ORDER  -  THIRD ? (See Below)
 MV0290
 MV0290.The horizontal coordinates were established by classical geodetic methods
 MV0290.and adjusted by the National Geodetic Survey in June 1998..
 MV0290
 MV0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0290.The vertical order pertains to the NGVD 29 superseded value.
 MV0290
 MV0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0290
 MV0290.The geoid height was determined by GEOID03.
 MV0290
 MV0290;                    North         East     Units Scale Factor Converg.
 MV0290;SPC NV W     - 4,769,768.292   808,239.696   MT  0.99990084   +0 03 57.0
 MV0290;SPC NV W     -15,648,814.80  2,651,699.74   sFT  0.99990084   +0 03 57.0
 MV0290;UTM  11      - 4,615,916.531   376,463.892   MT  0.99978780   -0 59 14.2
 MV0290
 MV0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0290!SPC NV W     -   0.99979491  x   0.99990084  =   0.99969577
 MV0290!UTM  11      -   0.99979491  x   0.99978780  =   0.99958275
 MV0290
 MV0290|---------------------------------------------------------------------|
 MV0290| PID    Reference Object                     Distance      Geod. Az  |
 MV0290|                                                           dddmmss.s |
 MV0290| CD7649 HOT RM 2                              9.223 METERS 06103     |
 MV0290| CD7648 HOT RM 1                              9.512 METERS 32915     |
 MV0290| MV0006 C 20                                               3314410.5 |
 MV0290|---------------------------------------------------------------------|
 MV0290
 MV0290                          SUPERSEDED SURVEY CONTROL
 MV0290
 MV0290  NAD 83(1986)-  41 41 07.59323(N)    118 29 03.68388(W) AD(       ) 2
 MV0290  NAD 27      -  41 41 07.96000(N)    118 29 00.09500(W) AD(       ) 2
 MV0290  NGVD 29 (11/16/90) 1326.95   (m)         4353.5    (f) LEVELING    3  
 MV0290
 MV0290.Superseded values are not recommended for survey control.
 MV0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0290.See file dsdata.txt to determine how the superseded data were derived.
 MV0290
 MV0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG7646415917(NAD 83)
 MV0290_MARKER: DS = TRIANGULATION STATION DISK
 MV0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0290+STABILITY: SURFACE MOTION
 MV0290
 MV0290  HISTORY     - Date     Condition        Report By
 MV0290  HISTORY     - 1935     MONUMENTED       CGS
 MV0290  HISTORY     - 1960     GOOD             USGS
 MV0290  HISTORY     - 1964     GOOD             USGS
 MV0290
 MV0290                          STATION DESCRIPTION
 MV0290
 MV0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 MV0290'STATION IS 12 MILES N OF QUINN RIVER CROSSING, BY ROAD, ON
 MV0290'THE QUINN RIVER-DENIO HIGHWAY, 36 FEET E OF THE CENTER OF ROAD, ON
 MV0290'THE SUMMIT OF A LOW RIDGE.
 MV0290'
 MV0290'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MV0290'BRONZE DISKS SET IN CONCRETE.
 MV0290'
 MV0290'REACHED FROM QUINN RIVER CROSSING BY GOING NW ON ROAD TO
 MV0290'DENIO, ORE., 12 MILES TO SUMMIT OF SHORT GRADE AND STATION.
 MV0290'
 MV0290'AZIMUTH, B.M. C-20 1931 IS 0.2 MILE N OF E SIDE OF ROAD.
 MV0290
 MV0290                          STATION RECOVERY (1960)
 MV0290
 MV0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MV0290'RECOVERED AS DESCRIBED.
 MV0290
 MV0290                          STATION RECOVERY (1964)
 MV0290
 MV0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MV0290'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41118-1 STATION 1004. NEW
 MV0290'TO REACH FOLLOWS-- ON STATE HIGHWAY 8A AT ENTRANCE TO QUINN RIVER
 MV0290'CROSSING RANCH AND SIGNS---QUINN RIVER RANCH---QUINN RIVER
 MV0290'CROSSING---GO N TOWARD DENIO FOR 7.3 MI. TO DIRT RD ON RIGHT, TURN
 MV0290'RIGHT FOR 0.5 MI. TO INTERSEC- TION WITH OLD HIGHWAY, TURN RIGHT ON
 MV0290'OLD HIGHWAY FOR 0.2 MI. TO SUMMIT OF SLIGHT GRADE AND STATION ON E
 MV0290'SIDE OF RD. STATION MARK--DISC SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0368 ***********************************************************************
 KP0368  DESIGNATION -  HOT
 KP0368  PID         -  KP0368
 KP0368  STATE/COUNTY-  NV/WHITE PINE
 KP0368  USGS QUAD   -  TELEGRAPH PEAK (1982)
 KP0368
 KP0368                         *CURRENT SURVEY CONTROL
 KP0368  ___________________________________________________________________
 KP0368* NAD 83(1994)-  39 41 25.88201(N)    114 54 13.88977(W)     ADJUSTED  
 KP0368* NAVD 88     -      3025.6    (meters)    9926.     (feet)  VERTCON   
 KP0368  ___________________________________________________________________
 KP0368  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 KP0368  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 KP0368
 KP0368  HORZ ORDER  -  SECOND
 KP0368
 KP0368.The horizontal coordinates were established by classical geodetic methods
 KP0368.and adjusted by the National Geodetic Survey in June 1998..
 KP0368
 KP0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0368
 KP0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0368
 KP0368.The geoid height was determined by GEOID03.
 KP0368
 KP0368;                    North         East     Units Scale Factor Converg.
 KP0368;SPC NV E     - 8,548,474.797   258,278.514   MT  0.99994180   +0 26 02.2
 KP0368;SPC NV E     -28,046,121.06    847,368.76   sFT  0.99994180   +0 26 02.2
 KP0368;UTM  11      - 4,395,509.451   679,738.633   MT  0.99999775   +1 20 20.5
 KP0368
 KP0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0368!SPC NV E     -   0.99952865  x   0.99994180  =   0.99947048
 KP0368!UTM  11      -   0.99952865  x   0.99999775  =   0.99952640
 KP0368
 KP0368|---------------------------------------------------------------------|
 KP0368| PID    Reference Object                     Distance      Geod. Az  |
 KP0368|                                                           dddmmss.s |
 KP0368| DD6018 HOT RM 1                              7.129 METERS 17605     |
 KP0368| DD6017 HOT AZ MK                                          2410925.8 |
 KP0368| DD6019 HOT RM 2                              9.873 METERS 33433     |
 KP0368|---------------------------------------------------------------------|
 KP0368
 KP0368                          SUPERSEDED SURVEY CONTROL
 KP0368
 KP0368  NAD 83(1994)-  39 41 25.88136(N)    114 54 13.88938(W) AD(       ) 2
 KP0368  NAD 83(1986)-  39 41 25.87856(N)    114 54 13.88910(W) AD(       ) 2
 KP0368  NAD 27      -  39 41 26.11284(N)    114 54 10.79979(W) AD(       ) 2
 KP0368  NGVD 29 (07/19/86) 3024.1    (m)         9922.     (f) VERT ANG       
 KP0368
 KP0368.Superseded values are not recommended for survey control.
 KP0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0368.See file dsdata.txt to determine how the superseded data were derived.
 KP0368
 KP0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD7973995509(NAD 83)
 KP0368_MARKER: DS = TRIANGULATION STATION DISK
 KP0368_SETTING: 66 = SET IN ROCK OUTCROP
 KP0368
 KP0368  HISTORY     - Date     Condition        Report By
 KP0368  HISTORY     - 1967     MONUMENTED       CGS
 KP0368
 KP0368                          STATION DESCRIPTION
 KP0368
 KP0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0368'STATION IS LOCATED ABOUT 21 MILES NORTH-NORTHWEST OF MC GILL,
 KP0368'14-1/2 MILES SOUTH OF CHERRY CREEK, 8 MILES WEST OF U.S.
 KP0368'HIGHWAY 93 AND ALTERNATE 50 AND IS ABOUT 0.15 MILE SOUTH
 KP0368'OF THE HIGHEST POINT OF A GRASS COVERED NORTH-SOUTH RIDGE.
 KP0368'
 KP0368'TO REACH FROM THE POST OFFICE IN MC GILL, GO NORTH ON U.S. HIGHWAY
 KP0368'93 AND ALTERNATE 50 FOR 5.45 MILES TO A PAVED SIDE ROAD RIGHT
 KP0368'AND SIGN DUCK CREEK, CONTINUE NORTH ON THE HIGHWAY FOR 12.35
 KP0368'MILES TO A GRAVEL CROSSROAD AND SIGN ON THE RIGHT INDIAN CREEK,
 KP0368'RUBY HILL, TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 2.35
 KP0368'MILES TO A RAILROAD CROSSING, CONTINUE WEST ON THE ROAD FOR 0.75
 KP0368'MILE TO A FORK, KEEP THE RIGHT FORK AND CONTINUE ON THE MAIN
 KP0368'ROAD FOR 0.45 MILE TO A THREE-WAY FORK, TAKE THE MIDDLE FORK
 KP0368'FOR 0.75 MILE TO A FORK, KEEP THE LEFT FORK AND GO WEST UP A
 KP0368'CANYON FOR 4.7 MILES TO A SIDE ROAD RIGHT, CONTINUE UP
 KP0368'CANYON FOR 0.75 MILE TO A SMALL LOG CABIN ON THE RIGHT,
 KP0368'CONTINUE WEST FOR 0.05 MILE TO THE SUMMIT AND A FORK, KEEP
 KP0368'THE LEFT FORK FOR 0.3 MILE TO A FORK, KEEP THE LEFT FORK,
 KP0368'MAIN TRACK ROAD, FOR 0.5 MILE TO TWO TRACK ROADS ON THE
 KP0368'RIGHT, TURN RIGHT ON THE SOUTH ONE OF TWO TRACK ROADS FOR
 KP0368'0.05 MILE TO A FORK, KEEP THE LEFT FORK AND CONTINUE
 KP0368'SOUTH ON A TRACK ROAD FOR 1.0 MILE TO A T-ROAD JUNCTION,
 KP0368'TURN LEFT AND CONTINUE SOUTH ON A TRACK ROAD FOR 0.6 MILE
 KP0368'TO A FORK, TAKE THE LEFT FORK FOR 0.1 MILE TO A VERY DIM
 KP0368'TRACK ROAD LEFT, TURN LEFT AND FOLLOW DIM TRACK ROAD FOR
 KP0368'0.1 MILE TO THE BASE OF A RIDGE, CONTINUE NORTHEAST,
 KP0368'FOLLOWING DIM TRACKS UP THE RIDGE FOR 0.4 MILE TO THE
 KP0368'AZIMUTH MARK ON THE RIGHT NEAR A SMALL CAIRN, CONTINUE
 KP0368'NORTHEAST UP THE RIDGE TO THE CREST, THENCE BEAR RIGHT ALONG
 KP0368'THE RIDGE FOR 0.5 MILE TO THE STATION.  A FOUR-WHEEL DRIVE
 KP0368'VECHICLE IS REQUIRED FOR THIS STATION.
 KP0368'
 KP0368'STATION MARK IS A STANDARD DISK, STAMPED HOT 1967, CEMENTED
 KP0368'IN A DRILL HOLE IN AN OUTCROP.  IT IS ABOUT 0.15 MILE SOUTH
 KP0368'OF THE HIGHEST POINT AND 5.3 FEET NORTHWEST OF A WITNESS POST
 KP0368'SET IN A 2 FOOT CAIRN.
 KP0368'
 KP0368'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOT NO 1 1967,
 KP0368'CEMENTED IN A DRILL HOLE IN AN OUTCROP.  IT IS 18 FEET SOUTH OF
 KP0368'THE WITNESS POST AND ABOUT 2-1/2 FEET LOWER THAN THE STATION.
 KP0368'
 KP0368'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOT NO 2 1967,
 KP0368'CEMENTED IN A DRILL HOLE IN AN OUTCROP.  IT IS ABOUT 2 FEET
 KP0368'LOWER THAN THE STATION.
 KP0368'
 KP0368'AZIMUTH MARK IS A STANDARD DISK, STAMPED HOT 1967, CEMENTED IN
 KP0368'A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 2 FEET ON THE
 KP0368'WEST AND IS FLUSH ON THE EAST SIDE.  IT IS 1-1/2 FEET WEST
 KP0368'OF A 2 FOOT CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9110 ***********************************************************************
 AH9110  DESIGNATION -  HOT
 AH9110  PID         -  AH9110
 AH9110  STATE/COUNTY-  NV/CHURCHILL
 AH9110  USGS QUAD   -  FONDAWAY CANYON (1990)
 AH9110
 AH9110                         *CURRENT SURVEY CONTROL
 AH9110  ___________________________________________________________________
 AH9110* NAD 83(1994)-  39 45 28.69954(N)    118 12 37.23659(W)     ADJUSTED  
 AH9110* NAVD 88     -      2310.8    (meters)    7581.     (feet)  VERTCON   
 AH9110  ___________________________________________________________________
 AH9110  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 AH9110  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AH9110
 AH9110  HORZ ORDER  -  THIRD
 AH9110
 AH9110.The horizontal coordinates were established by classical geodetic methods
 AH9110.and adjusted by the National Geodetic Survey in February 1999..
 AH9110
 AH9110.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9110
 AH9110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9110
 AH9110.The geoid height was determined by GEOID03.
 AH9110
 AH9110;                    North         East     Units Scale Factor Converg.
 AH9110;SPC NV W     - 4,555,808.735   831,960.052   MT  0.99991257   +0 14 18.8
 AH9110;SPC NV W     -14,946,849.16  2,729,522.27   sFT  0.99991257   +0 14 18.8
 AH9110;UTM  11      - 4,401,595.469   396,320.192   MT  0.99973234   -0 46 26.9
 AH9110
 AH9110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9110!SPC NV W     -   0.99964125  x   0.99991257  =   0.99955385
 AH9110!UTM  11      -   0.99964125  x   0.99973234  =   0.99937369
 AH9110
 AH9110                          SUPERSEDED SURVEY CONTROL
 AH9110
 AH9110  NGVD 29 (02/26/99) 2309.8    (m)         7578.     (f) VERT ANG       
 AH9110
 AH9110.Superseded values are not recommended for survey control.
 AH9110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9110.See file dsdata.txt to determine how the superseded data were derived.
 AH9110
 AH9110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE9632001595(NAD 83)
 AH9110_MARKER: DS = TRIANGULATION STATION DISK
 AH9110_SETTING: 66 = SET IN ROCK OUTCROP
 AH9110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9110+STABILITY: POSITION/ELEVATION WELL
 AH9110
 AH9110  HISTORY     - Date     Condition        Report By
 AH9110  HISTORY     - 1965     MONUMENTED       USGS
 AH9110
 AH9110                          STATION DESCRIPTION
 AH9110
 AH9110'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH9110'LOCATED ABOUT 8 MI. W. OF DIXIE HOT SPRINGS (IN DIXIE VALLEY) ON A
 AH9110'PROMINENT TIMBERED TOP IN THE STILLWATER RANGE. STATION WAS REACHED BY
 AH9110'HELICOPTER. STATION MARK--A STANDARD ALUMINUM TABLET STAMPED---HOT
 AH9110'1965--- CEMENTED IN AN OUTCROP OF SLATE ROCK. REFERENCE MARK NO. 1--A
 AH9110'STANDARD TABLET STAMPED---RM NO 1--- CEMENTED IN SLATE ROCK, 9.82 FT.
 AH9110'FROM STATION MARK IN DIRECTION 281 DEGREES 57 MINUTES. REFERENCE MARK
 AH9110'NO. 2--A STANDARD TABLET STAMPED---RM NO 2--- CEMENTED IN SLATE ROCK,
 AH9110'14.87 FT. FROM STATION IN DIRECT 197 DEGREES 09 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0562 ***********************************************************************
 JQ0562  DESIGNATION -  HOT CREEK
 JQ0562  PID         -  JQ0562
 JQ0562  STATE/COUNTY-  NV/NYE
 JQ0562  USGS QUAD   -  LITTLE FISH LAKE (1968)
 JQ0562
 JQ0562                         *CURRENT SURVEY CONTROL
 JQ0562  ___________________________________________________________________
 JQ0562* NAD 83(1994)-  38 30 02.62836(N)    116 25 29.04490(W)     ADJUSTED  
 JQ0562* NAVD 88     -      2696.7    (meters)    8847.     (feet)  VERTCON   
 JQ0562  ___________________________________________________________________
 JQ0562  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 JQ0562  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 JQ0562
 JQ0562  HORZ ORDER  -  SECOND
 JQ0562
 JQ0562.The horizontal coordinates were established by classical geodetic methods
 JQ0562.and adjusted by the National Geodetic Survey in June 1998..
 JQ0562
 JQ0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0562
 JQ0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0562
 JQ0562.The geoid height was determined by GEOID03.
 JQ0562
 JQ0562;                    North         East     Units Scale Factor Converg.
 JQ0562;SPC NV C     - 6,416,207.455   521,102.086   MT  0.99990548   +0 09 02.2
 JQ0562;SPC NV C     -21,050,507.29  1,709,649.09   sFT  0.99990548   +0 09 02.2
 JQ0562;SPC NV E     - 8,416,515.197   126,609.712   MT  0.99996631   -0 31 25.7
 JQ0562;SPC NV E     -27,613,183.61    415,385.36   sFT  0.99996631   -0 31 25.7
 JQ0562;UTM  11      - 4,261,531.206   550,161.596   MT  0.99963099   +0 21 29.2
 JQ0562
 JQ0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0562!SPC NV C     -   0.99958070  x   0.99990548  =   0.99948622
 JQ0562!SPC NV E     -   0.99958070  x   0.99996631  =   0.99954703
 JQ0562!UTM  11      -   0.99958070  x   0.99963099  =   0.99921185
 JQ0562
 JQ0562|---------------------------------------------------------------------|
 JQ0562| PID    Reference Object                     Distance      Geod. Az  |
 JQ0562|                                                           dddmmss.s |
 JQ0562| DD6020 HOT CREEK RM 1                        9.137 METERS 02016     |
 JQ0562| DD6021 HOT CREEK RM 2                        3.675 METERS 12903     |
 JQ0562| JQ0575 RAWHIDE                             APPROX.22.7 KM 1771911.6 |
 JQ0562|---------------------------------------------------------------------|
 JQ0562
 JQ0562                          SUPERSEDED SURVEY CONTROL
 JQ0562
 JQ0562  NAD 83(1986)-  38 30 02.62575(N)    116 25 29.04788(W) AD(       ) 2
 JQ0562  NAD 27      -  38 30 02.86374(N)    116 25 25.83139(W) AD(       ) 2
 JQ0562  NGVD 29 (07/19/86) 2695.4    (m)         8843.     (f) VERT ANG       
 JQ0562
 JQ0562.Superseded values are not recommended for survey control.
 JQ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0562.See file dsdata.txt to determine how the superseded data were derived.
 JQ0562
 JQ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC5016261531(NAD 83)
 JQ0562_MARKER: DD = SURVEY DISK
 JQ0562_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0562_SP_SET: PARTIALLY EXPOSED BEDROCK
 JQ0562
 JQ0562  HISTORY     - Date     Condition        Report By
 JQ0562  HISTORY     - 1967     MONUMENTED       USGS
 JQ0562
 JQ0562                          STATION DESCRIPTION
 JQ0562
 JQ0562'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (BAR)
 JQ0562'LOCATED ABOUT 22 MI. N. OF WARM SPRINGS.  ABOUT 9 MI. SE. OF FISH
 JQ0562'LAKE.  ON THE HIGHEST POINT OF RED COLORED MOUNTAIN TOP.
 JQ0562'
 JQ0562'REACHED BY HELICOPTER.
 JQ0562'
 JQ0562'STATION MARK--A STANDARD TABLET STAMPED HOT CREEK 1967 SET IN
 JQ0562'BEDROCK ABOUT 6 INCHES LOWER THAN GROUND LEVEL.
 JQ0562'
 JQ0562'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED RM 1 CEMENTED
 JQ0562'IN A ROCK.
 JQ0562'
 JQ0562'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED RM 2 CEMENTED
 JQ0562'IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0875 ***********************************************************************
 MT0875  DESIGNATION -  HOT CREEK
 MT0875  PID         -  MT0875
 MT0875  STATE/COUNTY-  NV/ELKO
 MT0875  USGS QUAD   -  WILD HORSE (1986)
 MT0875
 MT0875                         *CURRENT SURVEY CONTROL
 MT0875  ___________________________________________________________________
 MT0875* NAD 83(1994)-  41 40 03.73950(N)    115 46 13.85261(W)     ADJUSTED  
 MT0875* NAVD 88     -      2108.0    (meters)    6916.     (feet)  VERTCON   
 MT0875  ___________________________________________________________________
 MT0875  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 MT0875  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 MT0875
 MT0875  HORZ ORDER  -  THIRD
 MT0875
 MT0875.The horizontal coordinates were established by classical geodetic methods
 MT0875.and adjusted by the National Geodetic Survey in June 1998..
 MT0875
 MT0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0875
 MT0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0875
 MT0875.The geoid height was determined by GEOID03.
 MT0875
 MT0875;                    North         East     Units Scale Factor Converg.
 MT0875;SPC NV E     - 8,767,810.711   184,413.023   MT  0.99990299   -0 07 28.0
 MT0875;SPC NV E     -28,765,725.64    605,028.39   sFT  0.99990299   -0 07 28.0
 MT0875;UTM  11      - 4,613,613.138   602,352.008   MT  0.99972891   +0 49 02.8
 MT0875
 MT0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0875!SPC NV E     -   0.99967206  x   0.99990299  =   0.99957508
 MT0875!UTM  11      -   0.99967206  x   0.99972891  =   0.99940106
 MT0875
 MT0875|---------------------------------------------------------------------|
 MT0875| PID    Reference Object                     Distance      Geod. Az  |
 MT0875|                                                           dddmmss.s |
 MT0875| CS8460 HOT CREEK RM 1                        1.780 METERS 07221     |
 MT0875| CS8461 HOT CREEK RM 2                        1.652 METERS 23759     |
 MT0875|---------------------------------------------------------------------|
 MT0875
 MT0875                          SUPERSEDED SURVEY CONTROL
 MT0875
 MT0875  NAD 83(1986)-  41 40 03.74119(N)    115 46 13.84527(W) AD(       ) 3
 MT0875  NGVD 29 (11/02/93) 2106.8    (m)         6912.     (f) VERT ANG       
 MT0875
 MT0875.Superseded values are not recommended for survey control.
 MT0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0875.See file dsdata.txt to determine how the superseded data were derived.
 MT0875
 MT0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG0235213613(NAD 83)
 MT0875_MARKER: DS = TRIANGULATION STATION DISK
 MT0875_SETTING: 66 = SET IN ROCK OUTCROP
 MT0875_SP_SET: SET IN ROCK OUTCROP
 MT0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0875+STABILITY: POSITION/ELEVATION WELL
 MT0875
 MT0875  HISTORY     - Date     Condition        Report By
 MT0875  HISTORY     - 1933     MONUMENTED       USGS
 MT0875  HISTORY     - 1937     GOOD             USGS
 MT0875  HISTORY     - 1955     GOOD             USGS
 MT0875
 MT0875                          STATION DESCRIPTION
 MT0875
 MT0875'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 MT0875'LOCATED 5.5 MI S. AND 4 MI W. OF GOLD CREEK RANGER STATION.  ON
 MT0875'TOP OF ROUGH LAVA HILL NE. OF MANUEL AGUIRE (HOT CREEK) RANCH.
 MT0875'
 MT0875'SEE 1955 RECOVERY FOR TO REACH.
 MT0875'
 MT0875'STATION MARK--STANDARD BRONZE TABLET STAMPED---HOT CREEK 1933---,
 MT0875'CEMENTED IN OUTCROP.
 MT0875'
 MT0875'RM 1--STANDARD BRONZE RM TABLET STAMPED---HOT CREEK NO 1 1933---,
 MT0875'CEMENTED IN OUTCROP.
 MT0875'
 MT0875'RM 2--CHISELED CROSS IN OUTCROP.
 MT0875
 MT0875                          STATION RECOVERY (1937)
 MT0875
 MT0875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1937
 MT0875'RECOVERED AS DESCRIBED BY USGS.
 MT0875
 MT0875                          STATION RECOVERY (1955)
 MT0875
 MT0875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MT0875'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 MT0875'STATION MARK IS SET NEARLY VERTICAL.
 MT0875'
 MT0875'TO REACH FROM NORTH FORK, DRIVE 11.6 MI N. ON STATE HWY. 43 TO
 MT0875'WILDHORSE BAR AND MOTEL.  TURN RIGHT N. OF BUILDINGS ON DIM RD. E.
 MT0875'1.2 MI TO RD. FORK AT CREST OF GRADE.  TAKE LEFT FORK 0.4 MI TO
 MT0875'FENCE LINE N. OVER RIDGE.  FOLLOW FENCE LINE 0.7 MI.  PACK TO TOP
 MT0875'OF RIDGE ALONG FENCE LINE THEN W. TO TOP OF MAIN RIDGE THEN NW.
 MT0875'TO HIGHEST PART OF TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0822 ***********************************************************************
 MT0822  DESIGNATION -  HOT HOLE
 MT0822  PID         -  MT0822
 MT0822  STATE/COUNTY-  NV/ELKO
 MT0822  USGS QUAD   -  TWIN BUTTES (1982)
 MT0822
 MT0822                         *CURRENT SURVEY CONTROL
 MT0822  ___________________________________________________________________
 MT0822* NAD 83(1994)-  41 13 07.62507(N)    115 17 42.21523(W)     ADJUSTED  
 MT0822* NAVD 88     -      1899.     (meters)    6230.     (feet)  SCALED    
 MT0822  ___________________________________________________________________
 MT0822  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 MT0822  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 MT0822
 MT0822  HORZ ORDER  -  FIRST
 MT0822
 MT0822.The horizontal coordinates were established by classical geodetic methods
 MT0822.and adjusted by the National Geodetic Survey in June 1998..
 MT0822
 MT0822.The orthometric height was scaled from a topographic map.
 MT0822
 MT0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0822
 MT0822.The geoid height was determined by GEOID03.
 MT0822
 MT0822;                    North         East     Units Scale Factor Converg.
 MT0822;SPC NV E     - 8,717,980.591   224,171.167   MT  0.99990719   +0 11 23.8
 MT0822;SPC NV E     -28,602,241.32    735,468.24   sFT  0.99990719   +0 11 23.8
 MT0822;UTM  11      - 4,564,446.063   642,915.712   MT  0.99985137   +1 07 25.1
 MT0822
 MT0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0822!SPC NV E     -   0.99970493  x   0.99990719  =   0.99961215
 MT0822!UTM  11      -   0.99970493  x   0.99985137  =   0.99955634
 MT0822
 MT0822|---------------------------------------------------------------------|
 MT0822| PID    Reference Object                     Distance      Geod. Az  |
 MT0822|                                                           dddmmss.s |
 MT0822| DD6023 HOT HOLE RM 1                         7.220 METERS 09316     |
 MT0822| MT0818 BEACON 45=BELL TEL MICRO REL TWR KO APPROX.21.5 KM 1264941.2 |
 MT0822| MT0827 B 1 A RESET=AIRWAY BCN 44           APPROX.17.1 KM 1772910.1 |
 MT0822| DD6022 HOT HOLE AZ MK                                     1874758.6 |
 MT0822| DD6024 HOT HOLE RM 2                        43.371 METERS 23524     |
 MT0822| MT0837 CAMP                                APPROX.12.1 KM 3140721.8 |
 MT0822|---------------------------------------------------------------------|
 MT0822
 MT0822                          SUPERSEDED SURVEY CONTROL
 MT0822
 MT0822  NAD 83(1994)-  41 13 07.62351(N)    115 17 42.21098(W) AD(       ) 1
 MT0822  NAD 83(1986)-  41 13 07.62276(N)    115 17 42.20996(W) AD(       ) 1
 MT0822  NAD 27      -  41 13 07.91579(N)    115 17 38.99727(W) AD(       ) 1
 MT0822
 MT0822.Superseded values are not recommended for survey control.
 MT0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0822.See file dsdata.txt to determine how the superseded data were derived.
 MT0822
 MT0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF4291664446(NAD 83)
 MT0822_MARKER: DS = TRIANGULATION STATION DISK
 MT0822_SETTING: 66 = SET IN ROCK OUTCROP
 MT0822_SP_SET: SET IN ROCK OUTCROP
 MT0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0822+STABILITY: POSITION/ELEVATION WELL
 MT0822
 MT0822  HISTORY     - Date     Condition        Report By
 MT0822  HISTORY     - 1933     MONUMENTED       USGS
 MT0822  HISTORY     - 1940     GOOD             USGS
 MT0822  HISTORY     - 1967     GOOD             USGS
 MT0822  HISTORY     - 1967     GOOD             USGS
 MT0822
 MT0822                          STATION DESCRIPTION
 MT0822
 MT0822'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 MT0822'LOCATED 10.5 MI N. OF DEETH, ABOUT 2 MI S. OF HOT SPRING KNOWN
 MT0822'LOCALLY AS HOT HOLE.  ON HIGHEST ONE OF TWO HILLS KNOWN AS TWIN
 MT0822'BUTTES.
 MT0822'
 MT0822'TO REACH FROM DEETH, TAKE CHARLESTON RD. 9.8 MI N.  TAKE RIGHT
 MT0822'FORK TOWARD HOT HOLE SPRING 2.7 MI TO TOP OF RIDGE.  THEN 1.4 MI
 MT0822'SE. ALONG RIDGE TO BASE OF HILL UNDER STATION.
 MT0822'
 MT0822'STATION MARK--STANDARD BRONZE TABLET STAMPED---HOT HOLE 1933---,
 MT0822'CEMENTED IN OUTCROP AT HIGHEST POINT OF HILL.
 MT0822'
 MT0822'RM 1--STANDARD BRONZE RM TABLET, STAMPING UNKNOWN, CEMENTED IN
 MT0822'ROCK.
 MT0822'
 MT0822'RM 2--1-INCH DRILL HOLE ABOUT 2 INCHES DEEP IN ROCK.
 MT0822
 MT0822                          STATION RECOVERY (1940)
 MT0822
 MT0822'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1940 (JCS)
 MT0822'STATION IS LOCATED ON THE NORTHERN AND HIGHER OF TWO ISOLATED
 MT0822'HILLS.  LOCALLY KNOWN AS TWIN BUTTES.  2 MILES S OF A HOT
 MT0822'SPRINGS KNOWN AS HOT HOLE.  10-1/2 MILES N OF DEETH.
 MT0822'
 MT0822'STATION MARK IS A STANDARD U.S.G.S. BENCH MARK CEMENTED IN
 MT0822'OUTCROP ON HIGHEST POINT OF HILL.  STAMPED HOT HOLE 1933.
 MT0822'
 MT0822'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S. BRONZE DISK STAMPED
 MT0822'THE SAME AS THE STATION MARK.  IT IS ABOUT 24 FEET E OF THE
 MT0822'STATION AND ABOUT 3 FEET LOWER IN ELEVATION.  MEASUREMENTS
 MT0822'WERE MADE TO THE TIP OF THE ARROW.  IT IS SET IN BEDROCK AND
 MT0822'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE.
 MT0822'
 MT0822'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 MT0822'HOLE IN OUTCROPPING BEDROCK, AND IS ABOUT 142 FEET SW OF THE
 MT0822'STATION AND 5 FEET LOWER IN ELEVATION.  STAMPED HOT HOLE 1940.
 MT0822'
 MT0822'AZIMUTH MARK IS THE U.S.G.S. BENCH MARK AT THE ROAD FORKS
 MT0822'MENTIONED BELOW.  IT IS ABOUT 2 MILES S AND ABOUT 600 FEET
 MT0822'LOWER IN ELEVATION.
 MT0822'
 MT0822'TO REACH FROM DEETH, CROSS RAILROAD W OF DEPOT.  TURN RIGHT
 MT0822'0.1 MILE.  TURN LEFT ON THE CHARLESTON ROAD 0.2 MILE.  KEEP
 MT0822'STRAIGHT AHEAD (RIGHT FORK, CHARLESTON ROAD) 5.2 MILES.  PASS
 MT0822'THROUGH CATTLE GUARD.  CONTINUE 3.1 MILES TO U.S.G.S. BENCH
 MT0822'MARK (ELEVATION 5483 FEET) AT ROAD FORKS.  TAKE LEFT FORK,
 MT0822'MAIN-TRAVELED ROAD 1.0 MILE.  TAKE DIM RIGHT FORK 2.65 MILES
 MT0822'TO TOP OF RIDGE.  THENCE RIGHT, SE, ALONG THE RIDGE (CROSS
 MT0822'COUNTRY) 1.45 MILES TO STEEP SLOPE AT BASE OF HILL.  A
 MT0822'TRUCK WITH COMPOUND GEAR CAN BE DRIVEN TO STATION.  FOLLOW
 MT0822'UP CREST OF RIDGE 1/4 MILE TO STATION.
 MT0822
 MT0822                          STATION RECOVERY (1967)
 MT0822
 MT0822'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (RFW)
 MT0822'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 MT0822'41 115 2, STATION 1028.
 MT0822'
 MT0822'LOCATED 10.5 MI. N. OF DEETH.  ABOUT 2 MI. S. OF A HOT SPRING
 MT0822'KNOWN AS HOT HOLE.  ON HIGHEST ONE OF TWO HILLS KNOWN AS TWIN
 MT0822'BUTTES.
 MT0822'
 MT0822'REACHED BY HELICOPTER.
 MT0822'
 MT0822'TO REACH FROM DEETH CROSS RR. W. OF DEPOT.  TURN RIGHT 0.1 MI.
 MT0822'TURN LEFT ON THE CHARLESTON RD. 0.2 MI.  KEEP STRAIGHT AHEAD
 MT0822'(RIGHT FORK, CHARLESTON RD.) 5.2 MI.  PASS THROUGH CATTLEGUARD.
 MT0822'CONTINUE 3.1 MI. TO USGS BENCH MARK (ELEVATION 5483 FT.) AT
 MT0822'RD. FORKS.  TAKE LEFT FORK, MAIN-TRAVELED RD., 1 MI.  TAKE
 MT0822'DIM RIGHT FORK 2.65 MI. TO TOP OF RIDGE.  THENCE RIGHT, SE.,
 MT0822'ALONG THE RIDGE (CROSS-COUNTRY) 1.45 MI. TO STEEP SLOPE AT
 MT0822'BASE OF HILL.  A TRUCK WITH COMPOUND GEAR CAN BE DRIVEN TO
 MT0822'STATION.  FOLLOW UP CREST OF RIDGE 0.25 MI. TO STATION.
 MT0822'
 MT0822'STATION MARK--STANDARD BRONZE TABLET STAMPED HOT HOLE 1933
 MT0822'CEMENTED IN OUTCROP AT HIGHEST POINT OF HILL.
 MT0822'
 MT0822'REFERENCE MARK NO. 1--STANDARD USGS BRONZE REFERENCE TABLET
 MT0822'STAMPED HOT HOLE 1933 CEMENTED IN ROCK PROJECTING ABOUT 2 INCHES.
 MT0822'
 MT0822'REFERENCE MARK NO. 2--STANDARD USC AND GS BRONZE DISK STAMPED
 MT0822'HOT HOLE 1940 WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK, 5
 MT0822'FT. LOWER THAN STATION MARK.
 MT0822
 MT0822                          STATION RECOVERY (1967)
 MT0822
 MT0822'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0822'RECOVERED AS DESCRIBED BY USGS.  STATION REACHED BY HELICOPTER.
 MT0822'RECOVERED BY NGS IN 1940.
 MT0822'
 MT0822'RM 2--NGS BRONZE DISK STAMPED---HOT HOLE 1940---, WEDGED IN DRILL
 MT0822'HOLE IN OUTCROPPING BEDROCK, 5 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0504 ***********************************************************************
 GS0504  DESIGNATION -  HOT SPRING
 GS0504  PID         -  GS0504
 GS0504  STATE/COUNTY-  NV/NYE
 GS0504  USGS QUAD   -  BEATTY MTN (1987)
 GS0504
 GS0504                         *CURRENT SURVEY CONTROL
 GS0504  ___________________________________________________________________
 GS0504* NAD 83(1994)-  36 57 55.57809(N)    116 43 08.22924(W)     ADJUSTED  
 GS0504* NAVD 88     -      1077.373  (meters)    3534.68   (feet)  ADJUSTED  
 GS0504  ___________________________________________________________________
 GS0504  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GS0504  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GS0504  DYNAMIC HT  -        1076.232 (meters)    3530.94  (feet)  COMP
 GS0504  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 GS0504
 GS0504  HORZ ORDER  -  SECOND
 GS0504  VERT ORDER  -  FIRST     CLASS II
 GS0504
 GS0504.The horizontal coordinates were established by classical geodetic methods
 GS0504.and adjusted by the National Geodetic Survey in June 1998..
 GS0504
 GS0504.The orthometric height was determined by differential leveling
 GS0504.and adjusted by the National Geodetic Survey in June 1991..
 GS0504
 GS0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0504
 GS0504.The geoid height was determined by GEOID03.
 GS0504
 GS0504.The dynamic height is computed by dividing the NAVD 88
 GS0504.geopotential number by the normal gravity value computed on the
 GS0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0504.degrees latitude (g = 980.6199 gals.).
 GS0504
 GS0504.The modeled gravity was interpolated from observed gravity values.
 GS0504
 GS0504;                    North         East     Units Scale Factor Converg.
 GS0504;SPC NV C     - 6,245,793.783   495,344.304   MT  0.99990027   -0 01 53.2
 GS0504;SPC NV C     -20,491,408.44  1,625,142.10   sFT  0.99990027   -0 01 53.2
 GS0504;UTM  11      - 4,091,075.244   525,017.837   MT  0.99960771   +0 10 08.4
 GS0504
 GS0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0504!SPC NV C     -   0.99983524  x   0.99990027  =   0.99973553
 GS0504!UTM  11      -   0.99983524  x   0.99960771  =   0.99944302
 GS0504
 GS0504|---------------------------------------------------------------------|
 GS0504| PID    Reference Object                     Distance      Geod. Az  |
 GS0504|                                                           dddmmss.s |
 GS0504| CC5408 HOT SPRING RM 1                       7.549 METERS 13808     |
 GS0504| GS0338 K 16                                101.136 METERS 15756     |
 GS0504| CC5407 HOT SPRING AZ MK                                   1601735.5 |
 GS0504| CC5409 HOT SPRING RM 2                       7.782 METERS 27953     |
 GS0504|---------------------------------------------------------------------|
 GS0504
 GS0504                          SUPERSEDED SURVEY CONTROL
 GS0504
 GS0504  NAD 83(1992)-  36 57 55.56107(N)    116 43 08.23786(W) AD(       ) 2
 GS0504  NAD 83(1986)-  36 57 55.55760(N)    116 43 08.23824(W) AD(       ) 2
 GS0504  NAD 27      -  36 57 55.75500(N)    116 43 05.02100(W) AD(       ) 2
 GS0504  NGVD 29 (05/01/91) 1076.446  (m)         3531.64   (f) ADJUSTED    1 2
 GS0504
 GS0504.Superseded values are not recommended for survey control.
 GS0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0504.See file dsdata.txt to determine how the superseded data were derived.
 GS0504
 GS0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA2501891075(NAD 83)
 GS0504_MARKER: DS = TRIANGULATION STATION DISK
 GS0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0504_SP_SET: CONCRETE POST
 GS0504_STAMPING: HOT SPRING 1949
 GS0504_MARK LOGO: CGS   
 GS0504_PROJECTION: PROJECTING 10 CENTIMETERS
 GS0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0504+STABILITY: SURFACE MOTION
 GS0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GS0504+SATELLITE: SATELLITE OBSERVATIONS - 1986
 GS0504
 GS0504  HISTORY     - Date     Condition        Report By
 GS0504  HISTORY     - 1949     MONUMENTED       CGS
 GS0504  HISTORY     - 1980     GOOD             NGS
 GS0504  HISTORY     - 1983     GOOD             NGS
 GS0504  HISTORY     - 1986     GOOD
 GS0504
 GS0504                          STATION DESCRIPTION
 GS0504
 GS0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0504'THE STATION IS LOCATED 4.3 MILES NORTHEAST OF BEATTY, 3/4
 GS0504'MILE SOUTH OF HOT SPRINGS, 92 FEET WEST OF THE CENTERLINE
 GS0504'OF U.S. HIGHWAY NO. 95, 57 FEET SOUTH OF A SIDE ROAD LEADING
 GS0504'TO THE RANCH BUILDINGS OF MR. R.E. SHINN, 59 FEET SOUTHWEST
 GS0504'OF THE GATE TO RANCH ROAD, AND 4.8 FEET NORTHEAST OF A FENCELINE.
 GS0504'IT IS STAMPED HOT SPRING 1949.
 GS0504'
 GS0504'REFERENCE MARK NO. 2 IS 49 FEET SOUTH OF RANCH ROAD, 3.5 FEET
 GS0504'SOUTHWEST OF THE FENCE LINE, AND IS STAMPED HOT SPRING NO 2
 GS0504'1949.
 GS0504'
 GS0504'REFERENCE MARK NO. 1 IS 40 FEET NORTHWEST OF A FENCE CORNER,
 GS0504'21 FEET SOUTH OF A WITNESS POST, 3 FEET SOUTHWEST OF A
 GS0504'FENCELINE, AND IS STAMPED HOT SPRING NO 1 1949.
 GS0504'
 GS0504'THE AZIMUTH MARK IS 215 FEET EAST OF THE CENTERLINE OF U.S.
 GS0504'HIGHWAY NO. 95, 29 PACES SOUTHWEST OF THE HIGHEST POINT OF
 GS0504'THE LOW RIDGE, 3 FEET WEST OF A WITNESS POST, AND IS STAMPED
 GS0504'HOT SPRING 1949.
 GS0504'
 GS0504'USC AND GS BENCH MARK K-16 IS A STANDARD BENCH MARK DISC
 GS0504'SET IN A PRECAST CONCRETE POST PROJECTING 18 INCHES ABOVE
 GS0504'THE SURFACE.  IT IS 240 FEET SOUTH OF THE RANCH ROAD INTERSECTION
 GS0504'WITH THE HIGHWAY AND JUST EAST OF A NORTH-SOUTH FENCELINE.
 GS0504'IT IS UNSTAMPED WITH THE EXCEPTION OF ITS ELEVATION.
 GS0504'
 GS0504'TO REACH THE STATION FROM THE POST OFFICE IN BEATTY, GO NORTH
 GS0504'ON U.S. HIGHWAY NO. 95 FOR 4.3 MILE TO A LOW RIDGE ON THE
 GS0504'RIGHT AND SITE OF THE AZIMUTH MARK.  CONTINUE 0.7 MILE NORTH
 GS0504'TO A RANCH ROAD ON THE LEFT AND THE STATION SITE.
 GS0504
 GS0504                          STATION RECOVERY (1980)
 GS0504
 GS0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 GS0504'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 GS0504'DESCRIBED IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.
 GS0504'
 GS0504'STATION OCCUPIED FOR ASTRO PURPOSES ONLY.
 GS0504
 GS0504                          STATION RECOVERY (1983)
 GS0504
 GS0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0504'7.9 KM (4.9 MI) NORTH FROM BEATTY.
 GS0504'7.9 KM (4.9 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 GS0504'HIGHWAY 374 IN BEATTY, 0.55 KM (0.35 MI) SOUTH OF MILEPOST 65, IN THE
 GS0504'SOUTHWEST CORNER OF THE T-JUNCTION OF A RANCH ROAD LEADING WEST, 28.5
 GS0504'METERS (93.5 FT) WEST OF THE HIGHWAY CENTERLINE, 19.2 METERS (63 FT)
 GS0504'SOUTH OF THE CENTER OF A RANCH ROAD, 16.4 METERS (54 FT)
 GS0504'WEST-SOUTHWEST OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 14.8 METERS
 GS0504'(48.5 FT) WEST-SOUTHWEST OF A FENCE CORNER POST, 7.6 METERS (25 FT)
 GS0504'NORTH-NORTHWEST OF RM 1, 7.6 METERS (25 FT) EAST-SOUTHEAST OF RM 2,
 GS0504'12.9 METERS (42.5 FT) WEST OF THE RIGHT-OF-WAY FENCE.
 GS0504'THE MARK IS 13.5 METERS  W FROM A WITNESS POST.
 GS0504'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 GS0504
 GS0504                          STATION RECOVERY (1986)
 GS0504
 GS0504'RECOVERED 1986
 GS0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1664 ***********************************************************************
 KR1664  DESIGNATION -  HOT SPRING MOUNTAIN
 KR1664  PID         -  KR1664
 KR1664  STATE/COUNTY-  NV/DOUGLAS
 KR1664  USGS QUAD   -  MC TARNAHAN HILL (1994)
 KR1664
 KR1664                         *CURRENT SURVEY CONTROL
 KR1664  ___________________________________________________________________
 KR1664* NAD 83(1994)-  39 03 57.57211(N)    119 43 16.75275(W)     ADJUSTED  
 KR1664* NAVD 88     -      1814.9    (meters)    5954.     (feet)  VERTCON   
 KR1664  ___________________________________________________________________
 KR1664  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 KR1664  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 KR1664
 KR1664  HORZ ORDER  -  FIRST
 KR1664
 KR1664.The horizontal coordinates were established by classical geodetic methods
 KR1664.and adjusted by the National Geodetic Survey in June 1998..
 KR1664
 KR1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1664
 KR1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1664
 KR1664.The geoid height was determined by GEOID03.
 KR1664
 KR1664;                    North         East     Units Scale Factor Converg.
 KR1664;SPC NV W     - 4,479,540.345   701,520.429   MT  1.00001938   -0 43 02.0
 KR1664;SPC NV W     -14,696,625.28  2,301,571.61   sFT  1.00001938   -0 43 02.0
 KR1664;UTM  11      - 4,327,625.054   264,556.765   MT  1.00028262   -1 42 56.9
 KR1664
 KR1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1664!SPC NV W     -   0.99971917  x   1.00001938  =   0.99973855
 KR1664!UTM  11      -   0.99971917  x   1.00028262  =   1.00000171
 KR1664
 KR1664|---------------------------------------------------------------------|
 KR1664| PID    Reference Object                     Distance      Geod. Az  |
 KR1664|                                                           dddmmss.s |
 KR1664| DB7934 HOT SPRING MOUNTAIN RM 1             11.111 METERS 10454     |
 KR1664| KR1681 DOUGLAS TAHOE AIRPORT BEACON        APPROX. 7.9 KM 2031915.8 |
 KR1664| DB7935 HOT SPRING MOUNTAIN RM 2              4.450 METERS 21053     |
 KR1664| DB7933 T14N R20E SECS 28 33 1/4 COR                       2134705.0 |
 KR1664| KR1680 STEWART WATER TANK                  APPROX. 6.2 KM 3310527.0 |
 KR1664|---------------------------------------------------------------------|
 KR1664
 KR1664                          SUPERSEDED SURVEY CONTROL
 KR1664
 KR1664  NAD 83(1992)-  39 03 57.56924(N)    119 43 16.73773(W) AD(       ) 1
 KR1664  NAD 83(1986)-  39 03 57.55659(N)    119 43 16.71185(W) AD(       ) 1
 KR1664  NAD 27      -  39 03 57.87200(N)    119 43 13.08100(W) AD(       ) 1
 KR1664  NGVD 29 (07/19/86) 1813.8    (m)         5951.     (f) VERT ANG       
 KR1664
 KR1664.Superseded values are not recommended for survey control.
 KR1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1664.See file dsdata.txt to determine how the superseded data were derived.
 KR1664
 KR1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6455727625(NAD 83)
 KR1664
 KR1664  HISTORY     - Date     Condition        Report By
 KR1664  HISTORY     - 1897     MONUMENTED       CGS
 KR1664  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KR1664  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KR1664  HISTORY     - 1972     SEE DESCRIPTION  NGS
 KR1664
 KR1664                          STATION DESCRIPTION
 KR1664
 KR1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (CHS)
 KR1664'ON THE MORE WESTERLY ONE OF THE TWO SUMMITS OF HOT SPRING
 KR1664'MOUNTAIN, WHICH DERIVES ITS NAME FROM A HOT SPRING AT ITS BASE
 KR1664'ON THE SOUTHWEST SIDE.  THE STATION IS MARKED BY A FIVE-EIGHTHS
 KR1664'INCH DRILL HOLE IN THE OUTCROPPING LEDGE AT THE HIGHEST POINT
 KR1664'OF THE PEAK AND BY A LARGE PILE OF ROCKS ABOUT THE BASE OF
 KR1664'THE SIGNAL POLE.
 KR1664
 KR1664                          STATION RECOVERY (1934)
 KR1664
 KR1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KR1664'RECOVERED AS DESCRIBED.
 KR1664
 KR1664                          STATION RECOVERY (1951)
 KR1664
 KR1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1664'THE STATION WAS RECOVERED.  A NEVADA GEODETIC SURVEY BRONZE
 KR1664'DISK WAS FOUND SET IN THE DRILL HOLE THAT WAS THE ORIGINAL
 KR1664'STATION.  TWO REFERENCE MARKS WERE SET AND AN AZIMUTH MARK WAS
 KR1664'ESTABLISHED.  THE REFERENCE MARKS ARE STANDARD DISKS SET IN
 KR1664'BOULDERS AS DESCRIBED BY NOTE 12C.  THE AZIMUTH MARK IS A
 KR1664'G.L.O. MARK.
 KR1664'
 KR1664'A COMPLETE DESCRIPTION FOLLOWS--
 KR1664'
 KR1664'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF CARSON CITY
 KR1664'ON THE WESTERN ONE OF THE TWO PEAKS OF HOT SPRING MOUNTAIN.
 KR1664'
 KR1664'TO REACH THE STATION FROM THE CAPITIOL IN CARSON CITY, GO SOUTH
 KR1664'ON U.S. HIGHWAY 395 FOR 9.5 MILES TO A BLADED ROAD TO THE LEFT.
 KR1664'TURN LEFT, GO EAST 1.0 MILE TO A CROSSROADS.  CONTINUE STRAIGHT
 KR1664'AHEAD 0.05 MILE TO A ROAD TO THE LEFT.  TURN LEFT, GO 1.05
 KR1664'MILES TO A ROAD TO THE RIGHT.  TURN RIGHT, GO EAST 0.6 MILE
 KR1664'TO A T-INTERSECTION AND THE AZIMUTH MARK ON THE LEFT.  TURN
 KR1664'LEFT, GO NORTH 0.05 MILE TO A ROAD TO A ROAD TO THE RIGHT.
 KR1664'TURN RIGHT, GO NORTEAST 0.95 MILE TO A ROAD TO THE LEFT.  TURN
 KR1664'LEFT, GO NORTH AND WEST 0.45 MILE TO A DIM ROAD TO THE RIGHT.
 KR1664'TURN RIGHT, GO NORTH 0.2 MILE TO THE END OF THE ROAD AND THE
 KR1664'END OF TRUCK TRAVEL.  FROM HERE WALK NORTHWESTERLY ALONG
 KR1664'THE LEFT BANK OF THE WASH TO ITS END IN A SMALL SADDLE.
 KR1664'BEAR TO THE RIGHT AND FOLLOW THE RIDGE NORTHERLY TO THE
 KR1664'HIGHEST POINT OF THE PEAK AND THE STATION.
 KR1664'
 KR1664'A 1-HOUR PACK.
 KR1664'
 KR1664'THE STATION MARK IS SET IN A DRILL HOLE IN A BOULDER THAT
 KR1664'PROJECTS ABOUT 4 INCHES.  THE DISK IS NOT STAMPED.
 KR1664'
 KR1664'REFERENCE MARK NO. 1 PROJECTS ABOUT 8 INCHES AND IS ABOUT 2
 KR1664'FEET LOWER THAN THE STATION MARK.  THE DISK IS STAMPED HOT
 KR1664'SPRING MOUNTAIN NO 1 1897.
 KR1664'
 KR1664'REFERENCE MARK NO. 2 PROJECTS ABOUT 1 FOOT AND IS ABOUT 1
 KR1664'FOOT LOWER THAN THE STATION MARK.  THE DISK IS STAMPED HOT
 KR1664'SPRING MOUNTAIN NO 2 1897.
 KR1664'
 KR1664'THE AZIMUTH MARK IS A BRONZE G.L.O. DISK RIVETED TO THE TOP OF
 KR1664'A 1-INCH PIPE.  THE MARK IS SET 20 FEET NORTHWEST OF A T-ROAD
 KR1664'INTERSECTION AND 1 FOOT EAST OF A FENCE CORNER POST.  THE DISK
 KR1664'IS STAMPED S28-1/4 S33 1915.
 KR1664
 KR1664                          STATION RECOVERY (1972)
 KR1664
 KR1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLS)
 KR1664'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 KR1664'IN GOOD CONDITION.
 KR1664'
 KR1664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES
 KR1664'SE OF STEWART
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0324 ***********************************************************************
 MV0324  DESIGNATION -  HOT SPRINGS
 MV0324  PID         -  MV0324
 MV0324  STATE/COUNTY-  NV/HUMBOLDT
 MV0324  USGS QUAD   -  BOG HOT SPRING (1990)
 MV0324
 MV0324                         *CURRENT SURVEY CONTROL
 MV0324  ___________________________________________________________________
 MV0324* NAD 83(1994)-  41 55 09.18143(N)    118 49 40.79192(W)     ADJUSTED  
 MV0324* NAVD 88     -      1354.0    (meters)    4442.     (feet)  VERTCON   
 MV0324  ___________________________________________________________________
 MV0324  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 MV0324  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 MV0324
 MV0324  HORZ ORDER  -  SECOND
 MV0324
 MV0324.The horizontal coordinates were established by classical geodetic methods
 MV0324.and adjusted by the National Geodetic Survey in June 1998..
 MV0324
 MV0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0324
 MV0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0324
 MV0324.The geoid height was determined by GEOID03.
 MV0324
 MV0324;                    North         East     Units Scale Factor Converg.
 MV0324;SPC NV W     - 4,795,755.155   779,705.771   MT  0.99990507   -0 09 48.4
 MV0324;SPC NV W     -15,734,073.37  2,558,084.68   sFT  0.99990507   -0 09 48.4
 MV0324;SPC OR S     -    29,440.356 1,638,710.532   MT  1.00012991   +1 08 38.0
 MV0324;SPC OR S     -    96,589.09  5,376,346.89   iFT  1.00012991   +1 08 38.0
 MV0324;UTM  11      - 4,642,422.845   348,415.438   MT  0.99988275   -1 13 17.3
 MV0324
 MV0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0324!SPC NV W     -   0.99979086  x   0.99990507  =   0.99969595
 MV0324!SPC OR S     -   0.99979086  x   1.00012991  =   0.99992074
 MV0324!UTM  11      -   0.99979086  x   0.99988275  =   0.99967363
 MV0324
 MV0324|---------------------------------------------------------------------|
 MV0324| PID    Reference Object                     Distance      Geod. Az  |
 MV0324|                                                           dddmmss.s |
 MV0324| CD7656 HOT SPRINGS RM 1                      8.083 METERS 04151     |
 MV0324| CD7657 HOT SPRINGS RM 2                      8.455 METERS 14422     |
 MV0324| MV0328 BLACK RIDGE                         APPROX. 4.0 KM 2631445.7 |
 MV0324|---------------------------------------------------------------------|
 MV0324
 MV0324                          SUPERSEDED SURVEY CONTROL
 MV0324
 MV0324  NAD 83(1991)-  41 55 09.18082(N)    118 49 40.79339(W) AD(       ) 2
 MV0324  NAD 83(1986)-  41 55 09.18448(N)    118 49 40.79282(W) AD(       ) 2
 MV0324  NAD 27      -  41 55 09.56600(N)    118 49 37.14200(W) AD(       ) 2
 MV0324  NGVD 29 (07/19/86) 1352.9    (m)         4439.     (f) VERT ANG       
 MV0324
 MV0324.Superseded values are not recommended for survey control.
 MV0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0324.See file dsdata.txt to determine how the superseded data were derived.
 MV0324
 MV0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG4841542423(NAD 83)
 MV0324_MARKER: DS = TRIANGULATION STATION DISK
 MV0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0324
 MV0324  HISTORY     - Date     Condition        Report By
 MV0324  HISTORY     - 1950     MONUMENTED       CGS
 MV0324
 MV0324                          STATION DESCRIPTION
 MV0324
 MV0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 MV0324'THE STATION IS LOCATED ABOUT 10 MILES AIR LINE SOUTHWEST OF
 MV0324'DENIO.  3.0 MILES NORTH OF THE ROAD BETWEEN DENIO, OREGON AND
 MV0324'CEDARVILLE, CALIFORNIA.  1.0 MILE WEST OF THE NORTHERN END OF
 MV0324'THE HOT SPRINGS.  ON THE NORTHERN END OF AN 0.8 MILE LONG
 MV0324'SANDY RIDGE IN THE MIDDLE OF A VALLEY.  THE STATION MARK, STAMPED
 MV0324'HOT SPRINGS 1950, IS ABOUT 100 YARDS SOUTH OF THE NORTH END OF
 MV0324'THE RIDGE.  30 YARDS WEST OF THE EASTERN EDGE OF THE RIDGE
 MV0324'AND 8 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS SET
 MV0324'FLUSH WITH THE GROUND.
 MV0324'
 MV0324'REFERENCE MARK NO. 1, STAMPED HOT SPRINGS NO 1 1950, PROJECTS
 MV0324'2 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 MV0324'
 MV0324'REFERENCE MARK NO. 2, STAMPED HOT SPRINGS NO 2 1950, PROJECTS
 MV0324'2 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 MV0324'
 MV0324'STATION BLACK RIDGE IS THE AZIMUTH MARK.  SEE DESCRIPTION FOR
 MV0324'THAT STATION.
 MV0324'
 MV0324'TO REACH THE STATION FROM THE POST OFFICE AND CROSSROADS IN
 MV0324'DENIO, GO WEST, THEN SOUTHWEST 4.2 MILES TO FORKS.  KEEP LEFT
 MV0324'FORK, FOLLOWING THE MAIN-TRAVELED ROAD FOR 6.9 MILES TO FORKS
 MV0324'AND A SIGN CEDARVILLE 105.  KEEP RIGHT, WEST, AND GO 2.8 MILES
 MV0324'TO CROSSROAD.  TURN RIGHT, NORTH, AND GO 0.2 MILE TO A FORK
 MV0324'JUST AFTER CROSSING A SMALL BRIDGE.  KEEP LEFT AROUND THE WEST
 MV0324'SIDE OF A KNOLL, FOLLOWING THE MAIN-TRAVELED ROAD 4.4 MILES
 MV0324'TO A DIM ROAD LEFT.  TURN LEFT, AND GO 1.0 MILE PASSING THE
 MV0324'HOT SPRINGS WHICH ARE ON THE SOUTH SIDE OF THIS ROAD.  TURN
 MV0324'RIGHT, LEAVING THE ROAD AND GO ACROSS COUNTRY FOR ABOUT 0.6
 MV0324'MILE TO THE NORTHERN END OF THE LOW RIDGE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0722 ***********************************************************************
 MT0722  DESIGNATION -  HOT SPRINGS
 MT0722  PID         -  MT0722
 MT0722  STATE/COUNTY-  NV/ELKO
 MT0722  USGS QUAD   -  STRATTON SPRING (1989)
 MT0722
 MT0722                         *CURRENT SURVEY CONTROL
 MT0722  ___________________________________________________________________
 MT0722* NAD 83(1994)-  41 59 40.08985(N)    114 21 56.15096(W)     ADJUSTED  
 MT0722* NAVD 88     -      1812.9    (meters)    5948.     (feet)  VERTCON   
 MT0722  ___________________________________________________________________
 MT0722  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 MT0722  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 MT0722
 MT0722  HORZ ORDER  -  FIRST
 MT0722
 MT0722.The horizontal coordinates were established by classical geodetic methods
 MT0722.and adjusted by the National Geodetic Survey in June 1998..
 MT0722
 MT0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0722
 MT0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0722
 MT0722.The geoid height was determined by GEOID03.
 MT0722
 MT0722;                    North         East     Units Scale Factor Converg.
 MT0722;SPC NV E     - 8,804,801.208   300,889.798   MT  1.00002521   +0 48 53.3
 MT0722;SPC NV E     -28,887,085.30    987,169.28   sFT  1.00002521   +0 48 53.3
 MT0722;SPC ID C     -    36,471.792   469,708.919   MT  0.99995865   -0 14 40.6
 MT0722;UTM  11      - 4,652,519.660   718,202.027   MT  1.00018590   +1 45 47.8
 MT0722
 MT0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0722!SPC NV E     -   0.99971812  x   1.00002521  =   0.99974332
 MT0722!SPC ID C     -   0.99971812  x   0.99995865  =   0.99967678
 MT0722!UTM  11      -   0.99971812  x   1.00018590  =   0.99990396
 MT0722
 MT0722|---------------------------------------------------------------------|
 MT0722| PID    Reference Object                     Distance      Geod. Az  |
 MT0722|                                                           dddmmss.s |
 MT0722| DD6026 HOT SPRINGS RM 1                      1.002 METERS 04636     |
 MT0722| DD6025 HOT SPRINGS AZ MK                                  2701213.6 |
 MT0722| DD6027 HOT SPRINGS RM 2                      3.191 METERS 31506     |
 MT0722|---------------------------------------------------------------------|
 MT0722
 MT0722                          SUPERSEDED SURVEY CONTROL
 MT0722
 MT0722  NAD 83(1994)-  41 59 40.08952(N)    114 21 56.15063(W) AD(       ) 1
 MT0722  NAD 83(1986)-  41 59 40.08687(N)    114 21 56.14819(W) AD(       ) 1
 MT0722  NAD 27      -  41 59 40.39600(N)    114 21 53.05800(W) AD(       ) 1
 MT0722  NGVD 29 (07/19/86) 1811.7    (m)         5944.     (f) VERT ANG       
 MT0722
 MT0722.Superseded values are not recommended for survey control.
 MT0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0722.See file dsdata.txt to determine how the superseded data were derived.
 MT0722
 MT0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG1820252520(NAD 83)
 MT0722_MARKER: DS = TRIANGULATION STATION DISK
 MT0722_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0722_PROJECTION: FLUSH
 MT0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0722+STABILITY: SURFACE MOTION
 MT0722
 MT0722  HISTORY     - Date     Condition        Report By
 MT0722  HISTORY     - 1947     MONUMENTED       CGS
 MT0722  HISTORY     - 1957     GOOD             USGS
 MT0722
 MT0722                          STATION DESCRIPTION
 MT0722
 MT0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0722'STATION IS ALONG THE NEVADA-IDAHO STATE LINE ABOUT 18 MILES,
 MT0722'AIRLINE, N.E. OF SAN JACINTO, ABOUT 18 MILES, AIRLINE, S.E.
 MT0722'OF ROGERSON, 3 MILES N. OF THE HOT SPRINGS SHEARING PLANT AND
 MT0722'ABOUT 10 FEET S. OF AN E-W FENCE, 240 FEET W. OF A N-S FENCE,
 MT0722'AND ABOUT 10 FEET N. OF A TRACK ROAD CENTERLINE.
 MT0722'
 MT0722'STATION MARK IS STANDARD DISK, NOTE 1A, PROJECTS ABOUT 3
 MT0722'IN AND IS STAMPED HOT SPRINGS 1947.
 MT0722'
 MT0722'REFERENCE MARK NO. 1 IS A GENERAL LAND OFFICE PIPE SURROUNDED
 MT0722'BY A MASS OF CONCRETE, PROJECTS ABOUT 7 IN, AND IS SET UNDER
 MT0722'A BARB-WIRE FENCE.
 MT0722'
 MT0722'REFERENCE MARK NO 2 IS STANDARD DISK, NOTE 11A, ABOUT 1 FOOT
 MT0722'S OF BARB-WIRE FENCE, PROJECTS ABOUT 1 INCH AND IS STAMPED
 MT0722'HOT SPRINGS NO 2 1947.
 MT0722'
 MT0722'AZIMUTH MARK IS STANDARD DISK, NOTE 11A, FLUSH WITH GROUND
 MT0722'AND SET ABOUT 1 FOOT SOUTH OF THE BARB-WIRE FENCE ON A SMALL
 MT0722'KNOLL WHICH GOES HIGHER TO THE NORTH AND LOWER ON THE SOUTH,
 MT0722'IT IS ABOUT 0.45 MILES WEST OF THE STATION AND ABOUT 0.25
 MT0722'MILES EAST OF A CATTLE GUARD.
 MT0722'
 MT0722'TO REACH FROM THE POST OFFICE IN ROGERSON GO N ON U.S. 93 FOR
 MT0722'1.0 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND GO 4.9 MILES TO
 MT0722'T ROAD INTERSECTION, TURN RIGHT AND GO 2.4 MILES TO FORKS,
 MT0722'KEEP LEFT FOR 4.5 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND GO
 MT0722'ON THE MAIN TRAVELED ROAD FOR 14.5 MILES TO THE NEVADA-IDAHO
 MT0722'STATE LINE AT CATTLE GUARD, TURN LEFT AFTER PASSING THROUGH
 MT0722'CATTLE GUARD ON A TRACK ROAD AND GO FOR 0.25 MILE TO AZIMUTH
 MT0722'MARK AS DESCRIBED, CONTINUE ALONG FENCE FOR 0.45 MILE TO THE
 MT0722'STATION AS DESCRIBED.
 MT0722
 MT0722                          STATION RECOVERY (1957)
 MT0722
 MT0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MT0722'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41114-1, STATION 1005.
 MT0722'STATION MARK A STANDARD DISK---STAMPED---HOT SPRINGS 1947---,
 MT0722'PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0720 ***********************************************************************
 MU0720  DESIGNATION -  HOT SPRINGS
 MU0720  PID         -  MU0720
 MU0720  STATE/COUNTY-  NV/HUMBOLDT
 MU0720  USGS QUAD   -  FAIRBANKS CANYON (1988)
 MU0720
 MU0720                         *CURRENT SURVEY CONTROL
 MU0720  ___________________________________________________________________
 MU0720* NAD 83(1994)-  41 29 00.29406(N)    117 20 45.35180(W)     ADJUSTED  
 MU0720* NAVD 88     -      1824.4    (meters)    5986.     (feet)  VERTCON   
 MU0720  ___________________________________________________________________
 MU0720  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 MU0720  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 MU0720
 MU0720  HORZ ORDER  -  THIRD
 MU0720
 MU0720.The horizontal coordinates were established by classical geodetic methods
 MU0720.and adjusted by the National Geodetic Survey in June 1998..
 MU0720
 MU0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0720
 MU0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0720
 MU0720.The geoid height was determined by GEOID03.
 MU0720
 MU0720;                    North         East     Units Scale Factor Converg.
 MU0720;SPC NV W     - 4,748,066.815   903,335.370   MT  1.00003137   +0 49 11.0
 MU0720;SPC NV W     -15,577,615.88  2,963,692.79   sFT  1.00003137   +0 49 11.0
 MU0720;UTM  11      - 4,592,480.724   471,120.249   MT  0.99961026   -0 13 44.9
 MU0720
 MU0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0720!SPC NV W     -   0.99971689  x   1.00003137  =   0.99974825
 MU0720!UTM  11      -   0.99971689  x   0.99961026  =   0.99932726
 MU0720
 MU0720|---------------------------------------------------------------------|
 MU0720| PID    Reference Object                     Distance      Geod. Az  |
 MU0720|                                                           dddmmss.s |
 MU0720| CS8512 28/42N/41E                           25.689 METERS 00520     |
 MU0720| CS8513 HOT SPRINGS RM 2                      7.132 METERS 12838     |
 MU0720| CS8514 HOT SPRINGS RM 1                      4.154 METERS 21105     |
 MU0720|---------------------------------------------------------------------|
 MU0720
 MU0720                          SUPERSEDED SURVEY CONTROL
 MU0720
 MU0720  NAD 83(1986)-  41 29 00.29954(N)    117 20 45.35189(W) AD(       ) 3
 MU0720  NGVD 29 (11/09/93) 1823.3    (m)         5982.     (f) VERT ANG       
 MU0720
 MU0720.Superseded values are not recommended for survey control.
 MU0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0720.See file dsdata.txt to determine how the superseded data were derived.
 MU0720
 MU0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF7112092481(NAD 83)
 MU0720_MARKER: DD = SURVEY DISK
 MU0720_SETTING: 66 = SET IN ROCK OUTCROP
 MU0720_SP_SET: SET IN BEDROCK
 MU0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0720+STABILITY: POSITION/ELEVATION WELL
 MU0720
 MU0720  HISTORY     - Date     Condition        Report By
 MU0720  HISTORY     - 1944     MONUMENTED       USGS
 MU0720  HISTORY     - 1975     GOOD             USGS
 MU0720
 MU0720                          STATION DESCRIPTION
 MU0720
 MU0720'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 MU0720'LOCATED ABOUT 4 MI NE. OF WELL KNOWN HOT SPRING ON LITTLE
 MU0720'HUMBOLDT RIVER.  ON HIGHEST POINT OF PEAK IN FIRST PROMINENT RIDGE
 MU0720'TO E. OF PARADISE VALLEY, EXTENDING N. FROM LITTLE HUMBOLDT
 MU0720'RIVER.
 MU0720'
 MU0720'STATION MARK--STANDARD TABLET STAMPED---HOT SPRINGS 1944---, IN
 MU0720'BEDROCK.
 MU0720'
 MU0720'RM 1--STANDARD RM TABLET STAMPED---HOT SPRINGS NO 1---, IN BEDROCK.
 MU0720'
 MU0720'RM 2--STANDARD RM TABLET STAMPED---HOT SPRINGS NO 2---, IN BEDROCK.
 MU0720
 MU0720                          STATION RECOVERY (1975)
 MU0720
 MU0720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MU0720'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 MU0720'
 MU0720'TO REACH FROM WINNEMUCCA, GO 22.1 MI N. ON U.S. HWY. 95.  GO RIGHT
 MU0720'18 MI TO PARADISE VALLEY.  THENCE 5.0 MI E. ALONG MAIN-TRAVELED
 MU0720'RD. TO RD. FORK.  TURN RIGHT 4.5 MI TO RD. FORK.  TURN LEFT (N.)
 MU0720'ALONG SECONDARY RD. 1.1 MI TO GATE IN E.-W. FENCE.  PASS THROUGH
 MU0720'GATE 1.8 MI TO GATE IN E.-W. FENCE.  PASS THROUGH GATE 0.7 MI TO
 MU0720'TRACK RD.  TURN RIGHT ON TRACK RD. FOLLOWING E.-W. FENCE 1.6 MI
 MU0720'TO SADDLE, T-FENCE CORNER AND END OF TRUCK TRAVEL.  PACK S. TO
 MU0720'HIGHEST TOP AND STATION.  ABOUT A 20-MINUTE PACK.
 MU0720'
 MU0720'SECTION CORNER--NOT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1555 ***********************************************************************
 KR1555  DESIGNATION -  HOT SPRNGS REL STA TEL CO BLDG
 KR1555  PID         -  KR1555
 KR1555  STATE/COUNTY-  NV/CHURCHILL
 KR1555  USGS QUAD   -  PARRAN (1986)
 KR1555
 KR1555                         *CURRENT SURVEY CONTROL
 KR1555  ___________________________________________________________________
 KR1555* NAD 83(1994)-  39 46 04.49985(N)    118 50 37.59035(W)     ADJUSTED  
 KR1555* NAVD 88     -                                                        
 KR1555  ___________________________________________________________________
 KR1555  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 KR1555  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 KR1555
 KR1555  HORZ ORDER  -  THIRD
 KR1555
 KR1555.The horizontal coordinates were established by classical geodetic methods
 KR1555.and adjusted by the National Geodetic Survey in June 1998..
 KR1555
 KR1555
 KR1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1555
 KR1555.The geoid height was determined by GEOID03.
 KR1555
 KR1555;                    North         East     Units Scale Factor Converg.
 KR1555;SPC NV W     - 4,556,878.675   777,686.981   MT  0.99990613   -0 09 59.8
 KR1555;SPC NV W     -14,950,359.45  2,551,461.37   sFT  0.99990613   -0 09 59.8
 KR1555;UTM  11      - 4,403,624.446   342,079.378   MT  0.99990704   -1 10 46.8
 KR1555
 KR1555                          SUPERSEDED SURVEY CONTROL
 KR1555
 KR1555  NAD 83(1986)-  39 46 04.50366(N)    118 50 37.58135(W) AD(       ) 4
 KR1555  NAD 27      -  39 46 04.82200(N)    118 50 34.01400(W) AD(       ) 3
 KR1555
 KR1555.Superseded values are not recommended for survey control.
 KR1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1555.See file dsdata.txt to determine how the superseded data were derived.
 KR1555
 KR1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE4207903624(NAD 83)
 KR1555
 KR1555  HISTORY     - Date     Condition        Report By
 KR1555  HISTORY     - 1958     FIRST OBSERVED   CGS
 KR1555
 KR1555                          STATION DESCRIPTION
 KR1555
 KR1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 KR1555'A BUILDING HOUSING THE MICRO-WAVE TRANSMITTING EQUIPMENT OF
 KR1555'THE BELL TELEPHONE SYSTEM, PROBABLY KNOWN AS THE HOT SPRINGS
 KR1555'RELAY STATION.  IT SETS ON A HIGH SUMMIT IN THE HOT SPRINGS
 KR1555'MOUNTAINS, 21-1/2 MILES EAST BY SOUTH FROM DESERT PEAK, THE
 KR1555'HIGHEST ELEVATION OF THE MOUNTAIN RANGE.  THE CENTER OF THE
 KR1555'STRUCTURE WAS INTERSECTED AND IT MAKES A GOOD LANDMARK.
 KR1555'
 KR1555'INTERSECTED FROM CINNA, DESERT (USGS), MOPUNG, AND ROCKY 2
 KR1555'USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0051 ***********************************************************************
 LS0051  DESIGNATION -  HOUSE
 LS0051  PID         -  LS0051
 LS0051  STATE/COUNTY-  NV/PERSHING
 LS0051  USGS QUAD   -  STAR PEAK (1987)
 LS0051
 LS0051                         *CURRENT SURVEY CONTROL
 LS0051  ___________________________________________________________________
 LS0051* NAD 83(1994)-  40 36 11.10727(N)    118 14 40.74343(W)     ADJUSTED  
 LS0051* NAVD 88     -      1315.315  (meters)    4315.33   (feet)  ADJUSTED  
 LS0051  ___________________________________________________________________
 LS0051  LAPLACE CORR-           8.82  (seconds)                    DEFLEC99
 LS0051  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 LS0051  DYNAMIC HT  -        1314.288 (meters)    4311.96  (feet)  COMP
 LS0051  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 LS0051
 LS0051  HORZ ORDER  -  SECOND
 LS0051  VERT ORDER  -  SECOND    CLASS 0
 LS0051
 LS0051.The horizontal coordinates were established by classical geodetic methods
 LS0051.and adjusted by the National Geodetic Survey in June 1998..
 LS0051
 LS0051.The orthometric height was determined by differential leveling
 LS0051.and adjusted by the National Geodetic Survey in June 1991..
 LS0051
 LS0051.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0051
 LS0051.The geoid height was determined by GEOID03.
 LS0051
 LS0051.The dynamic height is computed by dividing the NAVD 88
 LS0051.geopotential number by the normal gravity value computed on the
 LS0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0051.degrees latitude (g = 980.6199 gals.).
 LS0051
 LS0051.The modeled gravity was interpolated from observed gravity values.
 LS0051
 LS0051;                    North         East     Units Scale Factor Converg.
 LS0051;SPC NV W     - 4,649,627.730   828,662.516   MT  0.99991011   +0 13 13.5
 LS0051;SPC NV W     -15,254,653.64  2,718,703.60   sFT  0.99991011   +0 13 13.5
 LS0051;UTM  11      - 4,495,441.738   394,696.244   MT  0.99973649   -0 48 36.4
 LS0051
 LS0051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0051!SPC NV W     -   0.99979710  x   0.99991011  =   0.99970723
 LS0051!UTM  11      -   0.99979710  x   0.99973649  =   0.99953364
 LS0051
 LS0051:                Primary Azimuth Mark                     Grid Az
 LS0051:SPC NV W     -  SEE                                      198 08 16.0
 LS0051:UTM  11      -  SEE                                      199 10 05.9
 LS0051
 LS0051|---------------------------------------------------------------------|
 LS0051| PID    Reference Object                     Distance      Geod. Az  |
 LS0051|                                                           dddmmss.s |
 LS0051| LS0558 SEE                                 APPROX. 4.4 KM 1982129.5 |
 LS0051| LS0052 HOUSE RM 1                            8.118 METERS 22822     |
 LS0051| LS0050 HOUSE RM 2                            7.471 METERS 29027     |
 LS0051|---------------------------------------------------------------------|
 LS0051
 LS0051                          SUPERSEDED SURVEY CONTROL
 LS0051
 LS0051  NAD 83(1986)-  40 36 11.11157(N)    118 14 40.73852(W) AD(       ) 2
 LS0051  NAD 27      -  40 36 11.45060(N)    118 14 37.21020(W) AD(       ) 2
 LS0051  NGVD 29 (??/??/92) 1314.331  (m)         4312.10   (f) ADJ UNCH    2 0
 LS0051
 LS0051.Superseded values are not recommended for survey control.
 LS0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0051.See file dsdata.txt to determine how the superseded data were derived.
 LS0051
 LS0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE9469695442(NAD 83)
 LS0051_MARKER: DS = TRIANGULATION STATION DISK
 LS0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0051_SP_SET: CONCRETE POST
 LS0051_STAMPING: HOUSE 1957
 LS0051_MARK LOGO: CGS   
 LS0051_PROJECTION: PROJECTING 5 CENTIMETERS
 LS0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0051+STABILITY: SURFACE MOTION
 LS0051
 LS0051  HISTORY     - Date     Condition        Report By
 LS0051  HISTORY     - 1957     MONUMENTED       CGS
 LS0051  HISTORY     - 1957     GOOD             CGS
 LS0051  HISTORY     - 1986     GOOD             NGS
 LS0051
 LS0051                          STATION DESCRIPTION
 LS0051
 LS0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0051'THE STATION IS ABOUT 1/2 MILE EAST-NORTHEAST OF HUMBOLDT HOUSE,
 LS0051'5-1/5 MILES SOUTHWEST OF IMLAY, 0.15 MILE SOUTHEAST OF U.S.
 LS0051'HIGHWAY 40, AND ON SAGE-COVERED FLAT LAND ON THE NORTHWEST
 LS0051'SIDE OF THE TELEPHONE LINE.
 LS0051'
 LS0051'TO REACH FROM HUMBOLDT HOUSE (33.5 MILES NORTHEAST ALONG U.S.
 LS0051'HIGHWAY 40 FROM THE TRAFFIC SIGNAL IN LOVELOCK, 1/2 BLOCK EAST
 LS0051'OF THE POST OFFICE), GO NORTHEAST ON U.S. HIGHWAY 40 FOR 1.05
 LS0051'MILES TO A CATTLE GUARD ON THE RIGHT AT SIGN HUMBOLDT CANYON.
 LS0051'TURN RIGHT ACROSS CATTLE GUARD AND GO 0.2 MILE TO A TRACK ROAD
 LS0051'RIGHT ON THE WEST SIDE OF AN OLD GRAVEL PIT.  TURN RIGHT AND
 LS0051'FOLLOW TRACK ROAD SOUTHWEST FOR 0.6 MILE TO THE STATION SITE
 LS0051'JUST NORTHWEST OF THE TELEPHONE LINE.
 LS0051'
 LS0051'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 LS0051'CONCRETE POSTS, STAMPED HOUSE 1957, NO 1, NO 2 RESPECTIVELY.
 LS0051'
 LS0051'THE STATION MARK PROJECTS ABOUT 4 INCHES.  IT IS 18-1/2 FEET
 LS0051'NORTHWEST OF THE TELEPHONE LINE AND 9-1/2 FEET EAST-NORTHEAST
 LS0051'OF A WITNESS POST.
 LS0051'
 LS0051'THE REFERENCE MARKS PROJECT ABOUT 2 INCHES ABOVE THE GROUND.
 LS0051
 LS0051                          STATION RECOVERY (1957)
 LS0051
 LS0051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LS0051'0.6 MI NE FROM HUMBOLDT HOUSE.
 LS0051'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM HUMBOLDT HOUSE, THENCE
 LS0051'0.1 MILE EAST CROSS COUNTRY, 26.0 FEET NORTHWEST OF TELEPHONE LINE,
 LS0051'26.7 FEET NORTHEAST OF R.M. 1, 24.5 FEET EAST OF R.M. 2, 7.0 FEET
 LS0051'NORTHEAST OF WITNESS POST, SET IN A SQUARE CONCRETE POST PROJECTING 3
 LS0051'INCHES ABOVE GROUND SURFACE.
 LS0051
 LS0051                          STATION RECOVERY (1986)
 LS0051
 LS0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0051'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 10.3 KM (6.4
 LS0051'MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 145)
 LS0051'IN IMLAY, 0.06 KM (0.04 MI) SOUTHWEST OF MILEPOST 139, THENCE 0.16 KM
 LS0051'(0.10 MI) SOUTHEAST AND ACROSS COUNTRY TO A TELEPHONE LINE, 8.1 METERS
 LS0051'(26.5 FT) NORTHEAST OF RM 1, 7.9 METERS (26.0 FT) NORTHWEST OF THE
 LS0051'TELEPHONE LINE, 7.5 METERS (24.5 FT) EAST OF RM 2.  NOTE--NOT LEVELED
 LS0051'DURING THIS SURVEY.
 LS0051'THE MARK IS 2.1 METERS  NE FROM  A WITNESS POST
 LS0051'THE MARK IS 12.0 M ABOVE THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1133 ***********************************************************************
 FS1133  DESIGNATION -  HOUSE
 FS1133  PID         -  FS1133
 FS1133  STATE/COUNTY-  NV/CLARK
 FS1133  USGS QUAD   -  JUNIPER MINE (1984)
 FS1133
 FS1133                         *CURRENT SURVEY CONTROL
 FS1133  ___________________________________________________________________
 FS1133* NAD 83(1994)-  35 10 59.03159(N)    114 50 57.73028(W)     ADJUSTED  
 FS1133* NAVD 88     -       789.     (meters)    2589.     (feet)  SCALED    
 FS1133  ___________________________________________________________________
 FS1133  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 FS1133  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 FS1133
 FS1133  HORZ ORDER  -  THIRD
 FS1133
 FS1133.The horizontal coordinates were established by classical geodetic methods
 FS1133.and adjusted by the National Geodetic Survey in June 1998..
 FS1133
 FS1133.The orthometric height was scaled from a topographic map.
 FS1133
 FS1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1133
 FS1133.The geoid height was determined by GEOID03.
 FS1133
 FS1133;                    North         East     Units Scale Factor Converg.
 FS1133;SPC NV E     - 8,048,286.044   266,846.581   MT  0.99995505   +0 25 22.5
 FS1133;SPC NV E     -26,405,085.13    875,479.16   sFT  0.99995505   +0 25 22.5
 FS1133;SPC CA 5     -   691,193.717 2,286,912.060   MT  0.99995047   +1 47 45.2
 FS1133;SPC CA 5     - 2,267,691.39  7,502,977.32   sFT  0.99995047   +1 47 45.2
 FS1133;UTM  11      - 3,895,462.726   695,826.095   MT  1.00007262   +1 14 22.4
 FS1133
 FS1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1133!SPC NV E     -   0.99988085  x   0.99995505  =   0.99983590
 FS1133!SPC CA 5     -   0.99988085  x   0.99995047  =   0.99983132
 FS1133!UTM  11      -   0.99988085  x   1.00007262  =   0.99995346
 FS1133
 FS1133:                Primary Azimuth Mark                     Grid Az
 FS1133:SPC NV E     -  T 135                                    148 30 55.4
 FS1133:SPC CA 5     -  T 135                                    147 08 32.7
 FS1133:UTM  11      -  T 135                                    147 41 55.5
 FS1133
 FS1133|---------------------------------------------------------------------|
 FS1133| PID    Reference Object                     Distance      Geod. Az  |
 FS1133|                                                           dddmmss.s |
 FS1133| FS1130 T 135                               APPROX. 2.8 KM 1485617.9 |
 FS1133| FS1152 VON SCHMIDT 592 MI POST             APPROX. 8.3 KM 3041912.4 |
 FS1133|---------------------------------------------------------------------|
 FS1133
 FS1133                          SUPERSEDED SURVEY CONTROL
 FS1133
 FS1133  NAD 83(1992)-  35 10 59.03156(N)    114 50 57.73023(W) AD(1991.35) 3
 FS1133  NAD 83(1992)-  35 10 59.03254(N)    114 50 57.73045(W) AD(       ) 3
 FS1133  NAD 83(1986)-  35 10 59.03884(N)    114 50 57.72424(W) AD(       ) 3
 FS1133  NAD 27      -  35 10 59.10400(N)    114 50 54.89900(W) AD(       ) 3
 FS1133
 FS1133.Superseded values are not recommended for survey control.
 FS1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1133.See file dsdata.txt to determine how the superseded data were derived.
 FS1133
 FS1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPU9582695463(NAD 83)
 FS1133_MARKER: Z = SEE DESCRIPTION
 FS1133_SETTING: 0 = UNSPECIFIED SETTING
 FS1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1133
 FS1133  HISTORY     - Date     Condition        Report By
 FS1133  HISTORY     - 1899     MONUMENTED       CGS
 FS1133  HISTORY     - 1956     MARK NOT FOUND   USGS
 FS1133
 FS1133                          STATION DESCRIPTION
 FS1133
 FS1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (CHS)
 FS1133'STATION IS MARKED BY A 2- BY 2-INCH STUB WITH NAME ON IT.
 FS1133'STATION IS ON A SPUR OF THE LIGHT COLORED BUTTE N OF T 135
 FS1133'AND A PART OF THE SAME RANGE.  IT IS THE ONLY LARGE LIGHT-COLORED
 FS1133'BUTTE IN THE W SIDE OF THE RANGE.  IT IS ABOUT 1/3 OF THE WAY
 FS1133'TO THE TOP ON THE SHARP RIDGE AND JUST BELOW A ROUGH ROCKY
 FS1133'KNOB.  THE SEARCHLIGHT ROAD RUNS VERY CLOSE TO THE FOOT OF
 FS1133'THIS BUTTE, NOT MORE THAN 75 YARDS OFF.  CAIRN OF ROCKS AROUND
 FS1133'FOOT OF POLE.
 FS1133
 FS1133                          STATION RECOVERY (1956)
 FS1133
 FS1133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FS1133'STATION SEARCHED FOR AND NOT RECOVERED.  REMAINS OF TWO OLD
 FS1133'SIGNALS FOUND IN WHAT WAS BELIEVED TO BE THE AREA DESCRIBED.
 FS1133'THE 2X2 INCH STUB HAS NO DOUBT ROTTED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0052 ***********************************************************************
 LS0052  DESIGNATION -  HOUSE RM 1
 LS0052  PID         -  LS0052
 LS0052  STATE/COUNTY-  NV/PERSHING
 LS0052  USGS QUAD   -  STAR PEAK (1987)
 LS0052
 LS0052                         *CURRENT SURVEY CONTROL
 LS0052  ___________________________________________________________________
 LS0052* NAD 83(1986)-  40 36 11.     (N)    118 14 41.     (W)     SCALED    
 LS0052* NAVD 88     -      1315.221  (meters)    4315.02   (feet)  ADJUSTED  
 LS0052  ___________________________________________________________________
 LS0052  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 LS0052  DYNAMIC HT  -        1314.193 (meters)    4311.65  (feet)  COMP
 LS0052  MODELED GRAV-     979,798.1   (mgal)                       NAVD 88
 LS0052
 LS0052  VERT ORDER  -  SECOND    CLASS 0
 LS0052
 LS0052.The horizontal coordinates were scaled from a topographic map and have
 LS0052.an estimated accuracy of +/- 6 seconds.
 LS0052
 LS0052.The orthometric height was determined by differential leveling
 LS0052.and adjusted by the National Geodetic Survey in June 1991..
 LS0052
 LS0052.The geoid height was determined by GEOID03.
 LS0052
 LS0052.The dynamic height is computed by dividing the NAVD 88
 LS0052.geopotential number by the normal gravity value computed on the
 LS0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0052.degrees latitude (g = 980.6199 gals.).
 LS0052
 LS0052.The modeled gravity was interpolated from observed gravity values.
 LS0052
 LS0052;                    North         East    Units  Estimated Accuracy
 LS0052;SPC NV W     - 4,649,620.      828,660.      MT  (+/- 180 meters Scaled)
 LS0052
 LS0052                          SUPERSEDED SURVEY CONTROL
 LS0052
 LS0052  NGVD 29 (??/??/92) 1314.236  (m)         4311.79   (f) ADJ UNCH    2 0
 LS0052
 LS0052.Superseded values are not recommended for survey control.
 LS0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0052.See file dsdata.txt to determine how the superseded data were derived.
 LS0052
 LS0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE946954(NAD 83)
 LS0052_MARKER: DR = REFERENCE MARK DISK
 LS0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0052_SP_SET: CONCRETE POST
 LS0052_STAMPING: HOUSE NO 1 1957
 LS0052_MARK LOGO: CGS   
 LS0052_PROJECTION: PROJECTING 5 CENTIMETERS
 LS0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0052+STABILITY: SURFACE MOTION
 LS0052
 LS0052  HISTORY     - Date     Condition        Report By
 LS0052  HISTORY     - 1957     MONUMENTED       CGS
 LS0052  HISTORY     - 1986     GOOD             NGS
 LS0052
 LS0052                          STATION DESCRIPTION
 LS0052
 LS0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0052'0.6 MI NE FROM HUMBOLDT HOUSE.
 LS0052'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM HUMBOLDT HOUSE, THENCE
 LS0052'0.1 MILE EAST CROSS COUNTRY, 41.3 FEET SOUTHWEST OF TELEPHONE LINE,
 LS0052'26.7 FEET SOUTHWEST OF STATION MARK, SET IN A ROUND CONCRETE POST
 LS0052'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LS0052
 LS0052                          STATION RECOVERY (1986)
 LS0052
 LS0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0052'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 10.3 KM (6.4
 LS0052'MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 145)
 LS0052'IN IMLAY, 0.06 KM (0.04 MI) SOUTHWEST OF MILEPOST 139, THENCE 0.16 KM
 LS0052'(0.10 MI) SOUTHEAST AND ACROSS COUNTRY TO A TELEPHONE LINE,
 LS0052'12.6 METERS (41.5 FT) SOUTHWEST OF THE LINE, 8.1 METERS (26.5 FT)
 LS0052'SOUTH OF THE STATION MARK.  NOTE--NOT LEVELED DURING THIS SURVEY.
 LS0052'THE MARK IS 10.7 METERS  SW FROM  A WITNESS POST
 LS0052'THE MARK IS 12.0 M ABOVE THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0050 ***********************************************************************
 LS0050  DESIGNATION -  HOUSE RM 2
 LS0050  PID         -  LS0050
 LS0050  STATE/COUNTY-  NV/PERSHING
 LS0050  USGS QUAD   -  STAR PEAK (1987)
 LS0050
 LS0050                         *CURRENT SURVEY CONTROL
 LS0050  ___________________________________________________________________
 LS0050* NAD 83(1986)-  40 36 11.     (N)    118 14 41.     (W)     SCALED    
 LS0050* NAVD 88     -      1314.878  (meters)    4313.90   (feet)  ADJUSTED  
 LS0050  ___________________________________________________________________
 LS0050  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 LS0050  DYNAMIC HT  -        1313.851 (meters)    4310.53  (feet)  COMP
 LS0050  MODELED GRAV-     979,798.1   (mgal)                       NAVD 88
 LS0050
 LS0050  VERT ORDER  -  SECOND    CLASS 0
 LS0050
 LS0050.The horizontal coordinates were scaled from a topographic map and have
 LS0050.an estimated accuracy of +/- 6 seconds.
 LS0050
 LS0050.The orthometric height was determined by differential leveling
 LS0050.and adjusted by the National Geodetic Survey in June 1991..
 LS0050
 LS0050.The geoid height was determined by GEOID03.
 LS0050
 LS0050.The dynamic height is computed by dividing the NAVD 88
 LS0050.geopotential number by the normal gravity value computed on the
 LS0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0050.degrees latitude (g = 980.6199 gals.).
 LS0050
 LS0050.The modeled gravity was interpolated from observed gravity values.
 LS0050
 LS0050;                    North         East    Units  Estimated Accuracy
 LS0050;SPC NV W     - 4,649,620.      828,660.      MT  (+/- 180 meters Scaled)
 LS0050
 LS0050                          SUPERSEDED SURVEY CONTROL
 LS0050
 LS0050  NGVD 29 (??/??/92) 1313.893  (m)         4310.66   (f) ADJ UNCH    2 0
 LS0050
 LS0050.Superseded values are not recommended for survey control.
 LS0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0050.See file dsdata.txt to determine how the superseded data were derived.
 LS0050
 LS0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE946954(NAD 83)
 LS0050_MARKER: DR = REFERENCE MARK DISK
 LS0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0050_SP_SET: CONCRETE POST
 LS0050_STAMPING: HOUSE NO 2 1957
 LS0050_MARK LOGO: CGS   
 LS0050_PROJECTION: PROJECTING 5 CENTIMETERS
 LS0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0050+STABILITY: SURFACE MOTION
 LS0050
 LS0050  HISTORY     - Date     Condition        Report By
 LS0050  HISTORY     - 1957     MONUMENTED       CGS
 LS0050  HISTORY     - 1986     GOOD             NGS
 LS0050
 LS0050                          STATION DESCRIPTION
 LS0050
 LS0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0050'0.6 MI NE FROM HUMBOLDT HOUSE.
 LS0050'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM HUMBOLDT HOUSE, THENCE
 LS0050'0.1 MILE EAST CROSS COUNTRY, 28.5 FEET WEST OF TELEPHONE LINE, 24.5
 LS0050'FEET WEST OF STATION MARK, SET IN A SQUARE CONCRETE POST PROJECTING 3
 LS0050'INCHES ABOVE GROUND SURFACE.
 LS0050
 LS0050                          STATION RECOVERY (1986)
 LS0050
 LS0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0050'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 10.3 KM (6.4
 LS0050'MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 145)
 LS0050'IN IMLAY, 0.06 KM (0.04 MI) SOUTHWEST OF MILEPOST 139, THENCE 0.16 KM
 LS0050'(0.10 MI) EAST AND ACROSS COUNTRY TO A TELEPHONE LINE, 8.7 METERS
 LS0050'(28.5 FT) WEST OF THE LINE, 7.5 METERS (24.5 FT) WEST OF THE STATION
 LS0050'MARK.  NOTE--NOT LEVELED DURING THIS SURVEY.
 LS0050'THE MARK IS 7.0 METERS  W FROM  A WITNESS POST
 LS0050'THE MARK IS 12.0 M ABOVE THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0371 ***********************************************************************
 HP0371  DESIGNATION -  HOYT
 HP0371  PID         -  HP0371
 HP0371  STATE/COUNTY-  NV/LINCOLN
 HP0371  USGS QUAD   -  LOWER PAHRANAGAT LAKE (1969)
 HP0371
 HP0371                         *CURRENT SURVEY CONTROL
 HP0371  ___________________________________________________________________
 HP0371* NAD 83(1994)-  37 12 41.19200(N)    115 01 56.26736(W)     ADJUSTED  
 HP0371* NAVD 88     -      1116.6    (meters)    3663.     (feet)  VERTCON   
 HP0371  ___________________________________________________________________
 HP0371  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 HP0371  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 HP0371
 HP0371  HORZ ORDER  -  FIRST
 HP0371
 HP0371.The horizontal coordinates were established by classical geodetic methods
 HP0371.and adjusted by the National Geodetic Survey in June 1998..
 HP0371
 HP0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0371
 HP0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0371
 HP0371.The geoid height was determined by GEOID03.
 HP0371
 HP0371;                    North         East     Units Scale Factor Converg.
 HP0371;SPC NV E     - 8,273,233.344   248,907.874   MT  0.99992946   +0 19 59.7
 HP0371;SPC NV E     -27,143,099.73    816,625.25   sFT  0.99992946   +0 19 59.7
 HP0371;UTM  11      - 4,120,142.336   674,601.840   MT  0.99997555   +1 11 25.0
 HP0371
 HP0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0371!SPC NV E     -   0.99982884  x   0.99992946  =   0.99975831
 HP0371!UTM  11      -   0.99982884  x   0.99997555  =   0.99980439
 HP0371
 HP0371|---------------------------------------------------------------------|
 HP0371| PID    Reference Object                     Distance      Geod. Az  |
 HP0371|                                                           dddmmss.s |
 HP0371| DD6029 HOYT RM 1                             9.745 METERS 00843     |
 HP0371| DD6030 HOYT RM 2                             8.819 METERS 08713     |
 HP0371| DD6028 HOYT AZ MK                                         2351123.2 |
 HP0371|---------------------------------------------------------------------|
 HP0371
 HP0371                          SUPERSEDED SURVEY CONTROL
 HP0371
 HP0371  NAD 83(1994)-  37 12 41.18995(N)    115 01 56.26542(W) AD(       ) 1
 HP0371  NAD 83(1992)-  37 12 41.18522(N)    115 01 56.26437(W) AD(       ) 1
 HP0371  NAD 83(1986)-  37 12 41.18467(N)    115 01 56.26427(W) AD(       ) 1
 HP0371  NAD 27      -  37 12 41.31900(N)    115 01 53.23300(W) AD(       ) 1
 HP0371  NGVD 29 (07/19/86) 1115.8    (m)         3661.     (f) VERT ANG       
 HP0371
 HP0371.Superseded values are not recommended for survey control.
 HP0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0371.See file dsdata.txt to determine how the superseded data were derived.
 HP0371
 HP0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB7460220142(NAD 83)
 HP0371_MARKER: DS = TRIANGULATION STATION DISK
 HP0371_SETTING: 80 = SET IN A BOULDER
 HP0371_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HP0371
 HP0371  HISTORY     - Date     Condition        Report By
 HP0371  HISTORY     - 1944     MONUMENTED       CGS
 HP0371  HISTORY     - 1954     GOOD             CGS
 HP0371  HISTORY     - 1954     GOOD             CGS
 HP0371  HISTORY     - 1969     GOOD             USGS
 HP0371
 HP0371                          STATION DESCRIPTION
 HP0371
 HP0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0371'STATION IS LOCATED ABOUT 12 MILES AIR LINE, 15 MILES BY ROAD,
 HP0371'SSE OF ALAMO, 1-1/2 MILES N OF THE LOWER END OF LOWER PAHRANAGAT
 HP0371'LAKE, AND ABOUT 1 MILE NE OF THE JOHN S. HOYT MONUMENT.  IT
 HP0371'IS ON THE FIRST RANGE OF HILLS TO THE E OF U.S. HIGHWAY 93.
 HP0371'
 HP0371'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER PROJECTING
 HP0371'ABOUT ONE INCH ABOVE GROUND.  IT IS STAMPED HOYT 1944.
 HP0371'
 HP0371'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0371'PROJECTING ABOUT ONE FOOT ABOVE THE GROUND.  IT IS ABOUT 4
 HP0371'FEET LOWER THAN THE STATION MARK AND IS STAMPED HOYT NO 1 1944.
 HP0371'
 HP0371'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0371'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 1-1/2
 HP0371'FEET LOWER THAN THE STATION MARK AND IS STAMPED HOYT NO 2 1944.
 HP0371'
 HP0371'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A LARGE BOULDER
 HP0371'PROJECTING ABOUT 4 FEET ABOVE THE GROUND AND IS STAMPED HOYT
 HP0371'1944.
 HP0371'
 HP0371'TO REACH STATION FROM THE STANDARD SERVICE STATION IN ALAMO,
 HP0371'GO S ON U.S. HIGHWAY 93 FOR 13.5 MILES TO WHERE A SIDE ROAD
 HP0371'TURNS LEFT, TURN LEFT AND FOLLOW ROAD ALONG POWER-TRANSMISSION
 HP0371'LINE FOR ONE MILE*, TURN LEFT UP MAIN WASH FOR 0.2 MILE TO END
 HP0371'OF TRUCK TRAVEL.  FROM HERE PACK UP WASH TO FIRST RIDGE, THENCE
 HP0371'TO THE LEFT ON RIDGE TO THE HIGHEST POINT AND STATION.
 HP0371'
 HP0371'*TO REACH AZIMUTH MARK, FOLLOW THIS ROAD ONLY 0.2 MILE, THEN
 HP0371'WALK UP RIDGE TO THE LEFT FOR ABOUT 200 YARDS TO THE LARGE
 HP0371'BOULDER AND MARK.  MARK IS ABOUT 6 FEET NNE OF A 4- BY 4-INCH
 HP0371'WITNESS POST.
 HP0371
 HP0371                          STATION RECOVERY (1954)
 HP0371
 HP0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0371'RECOVERED.  THE STATION, BOTH REFERENCE MARKS, AND AZIMUTH
 HP0371'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 HP0371'DESCRIPTION IS ADEQUATE.
 HP0371
 HP0371                          STATION RECOVERY (1954)
 HP0371
 HP0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB)
 HP0371'THE STATION MARK, BOTH REFERENCE MARKS, AND AZIMUTH MARK WERE
 HP0371'RECOVERED IN GOOD CONDITION.  DISTANCES AND DIRECTIONS TO ALL
 HP0371'MARKS CHECKED CLOSELY WITH THE 1944 OBSERVATIONS, EXCEPT THAT
 HP0371'A MEASUREMENT OF 0.005 M. LONGER WAS OBTAINED TO REFERENCE
 HP0371'MARK 1.  THE ORIGINAL DESCRIPTION IS STILL ADEQUATE.  HOWEVER,
 HP0371'A BETTER ROUTE TO THE STATION IS AS FOLLOWS--
 HP0371'
 HP0371'TO REACH FROM LARRYS CHEVRON STATION IN ALAMO, GO S ON U.S.
 HP0371'HIGHWAY 93 FOR 13.7 MI. TO THREE COTTONWOOD TREES ON THE LEFT
 HP0371'(AZIMUTH MARK IS ABOUT 200 YD. E OF THE TREES).  CONTINUE S
 HP0371'ON THE HIGHWAY FOR 0.3 MI. TO A DIRT SIDE ROAD LEFT.  TURN LEFT
 HP0371'(E) AND GO 0.4 MI. TO A FORK.  TURN LEFT (E) AND GO 0.85 MI.
 HP0371'TO DIM TRACKS LEFT JUST AFTER PASSING A SMALL CAVE ON THE RIGHT.
 HP0371'TURN LEFT (NW) AND GO 0.05 MI., THEN BEAR LEFT AND FOLLOW SOME
 HP0371'DIM TRACKS W UP THE MAIN E-W RIDGE FOR 0.55 MI. TO THE END
 HP0371'OF TRUCK TRAVEL.  THE STATION LIES ABOUT 50 FT. W OF THIS
 HP0371'POINT.
 HP0371
 HP0371                          STATION RECOVERY (1969)
 HP0371
 HP0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HP0371'ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1141 ***********************************************************************
 KR1141  CBN         -  This is a Cooperative Base Network Control Station.
 KR1141  PACS        -  This is a Primary Airport Control Station.
 KR1141  DESIGNATION -  HUBBARD
 KR1141  PID         -  KR1141
 KR1141  STATE/COUNTY-  NV/WASHOE
 KR1141  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR1141
 KR1141                         *CURRENT SURVEY CONTROL
 KR1141  ___________________________________________________________________
 KR1141* NAD 83(1999)-  39 29 43.98878(N)    119 46 06.14802(W)     ADJUSTED  
 KR1141* NAVD 88     -      1340.716  (meters)    4398.67   (feet)  ADJUSTED  
 KR1141  ___________________________________________________________________
 KR1141  EPOCH DATE  -        1999.37
 KR1141  X           -  -2,447,489.458 (meters)                     COMP
 KR1141  Y           -  -4,279,032.547 (meters)                     COMP
 KR1141  Z           -   4,035,759.824 (meters)                     COMP
 KR1141  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 KR1141  ELLIP HEIGHT-        1316.53  (meters)          (10/30/00) GPS OBS
 KR1141  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 KR1141  DYNAMIC HT  -        1339.499 (meters)    4394.67  (feet)  COMP
 KR1141  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 KR1141
 KR1141  HORZ ORDER  -  B
 KR1141  VERT ORDER  -  FIRST     CLASS II
 KR1141  ELLP ORDER  -  FOURTH    CLASS II
 KR1141
 KR1141.This mark is at Reno/tahoe Intl Airport (RNO)
 KR1141
 KR1141.The horizontal coordinates were established by GPS observations
 KR1141.and adjusted by the National Geodetic Survey in October 2000..
 KR1141.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KR1141.DATUM ITEM on the data sheet items page.
 KR1141.The horizontal coordinates are valid at the epoch date displayed above.
 KR1141.The epoch date for horizontal control is a decimal equivalence
 KR1141.of Year/Month/Day.
 KR1141
 KR1141.The orthometric height was determined by differential leveling
 KR1141.and adjusted by the National Geodetic Survey in June 1991..
 KR1141
 KR1141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KR1141
 KR1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1141
 KR1141.The ellipsoidal height was determined by GPS observations
 KR1141.and is referenced to NAD 83.
 KR1141
 KR1141.The geoid height was determined by GEOID03.
 KR1141
 KR1141.The dynamic height is computed by dividing the NAVD 88
 KR1141.geopotential number by the normal gravity value computed on the
 KR1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1141.degrees latitude (g = 980.6199 gals.).
 KR1141
 KR1141.The modeled gravity was interpolated from observed gravity values.
 KR1141
 KR1141;                    North         East     Units Scale Factor Converg.
 KR1141;SPC NV W     - 4,527,279.790   698,072.855   MT  1.00002787   -0 45 13.6
 KR1141;SPC NV W     -14,853,250.44  2,290,260.69   sFT  1.00002787   -0 45 13.6
 KR1141;UTM  11      - 4,375,430.282   261,944.845   MT  1.00029778   -1 45 41.6
 KR1141
 KR1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1141!SPC NV W     -   0.99979350  x   1.00002787  =   0.99982136
 KR1141!UTM  11      -   0.99979350  x   1.00029778  =   1.00009121
 KR1141
 KR1141:                Primary Azimuth Mark                     Grid Az
 KR1141:SPC NV W     -  ROCKY                                    067 40 39.1
 KR1141:UTM  11      -  ROCKY                                    068 41 07.1
 KR1141
 KR1141|---------------------------------------------------------------------|
 KR1141| PID    Reference Object                     Distance      Geod. Az  |
 KR1141|                                                           dddmmss.s |
 KR1141| KR1751 ROCKY                               APPROX. 8.6 KM 0665525.5 |
 KR1141| KR1142 HUBBARD RM 1                          9.150 METERS 09550     |
 KR1141| DB7947 HUBBARD AZ MK                                      1580745.6 |
 KR1141| KR1143 HUBBARD RM 2                          9.260 METERS 17427     |
 KR1141|---------------------------------------------------------------------|
 KR1141
 KR1141                          SUPERSEDED SURVEY CONTROL
 KR1141
 KR1141  NAD 83(1994)-  39 29 43.98694(N)    119 46 06.14456(W) AD(       ) B
 KR1141  ELLIP H (03/30/95) 1316.61   (m)                       GP(       ) 4 1
 KR1141  ELLIP H (07/08/94) 1316.59   (m)                       GP(       ) 5 1
 KR1141  NAD 83(1992)-  39 29 43.99035(N)    119 46 06.13773(W) AD(       ) 1
 KR1141  NAD 83(1986)-  39 29 43.98974(N)    119 46 06.13011(W) AD(       ) 1
 KR1141  NAD 27      -  39 29 44.30900(N)    119 46 02.45000(W) AD(       ) 1
 KR1141  NAVD 88 (03/30/95) 1340.72   (m)         4398.7    (f) LEVELING    3  
 KR1141  NGVD 29 (??/??/92) 1339.647  (m)         4395.16   (f) ADJ UNCH    1 2
 KR1141
 KR1141.Superseded values are not recommended for survey control.
 KR1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1141.See file dsdata.txt to determine how the superseded data were derived.
 KR1141
 KR1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6194575430(NAD 83)
 KR1141_MARKER: DS = TRIANGULATION STATION DISK
 KR1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1141_SP_SET: CONCRETE POST
 KR1141_STAMPING: HUBBARD 1946
 KR1141_MARK LOGO: CGS   
 KR1141_PROJECTION: FLUSH
 KR1141_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1141+STABILITY: SURFACE MOTION
 KR1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1141+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2001
 KR1141
 KR1141  HISTORY     - Date     Condition        Report By
 KR1141  HISTORY     - 1946     MONUMENTED       CGS
 KR1141  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KR1141  HISTORY     - 1954     SEE DESCRIPTION  CGS
 KR1141  HISTORY     - 1961     SEE DESCRIPTION  CGS
 KR1141  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KR1141  HISTORY     - 1968     SEE DESCRIPTION  USGS
 KR1141  HISTORY     - 1971     SEE DESCRIPTION  NGS
 KR1141  HISTORY     - 1971     GOOD             NGS
 KR1141  HISTORY     - 1978     SEE DESCRIPTION  NGS
 KR1141  HISTORY     - 1982     GOOD             NGS
 KR1141  HISTORY     - 19920629 GOOD             NOS
 KR1141  HISTORY     - 19940119 GOOD             NGS
 KR1141  HISTORY     - 20010427 GOOD             NGS
 KR1141
 KR1141                          STATION DESCRIPTION
 KR1141
 KR1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 KR1141'THE STATION IS LOCATED ON THE GROUNDS OF THE UNITED AIRLINES
 KR1141'AIRPORT, (HUBBARD FIELD), 3 MILES SOUTHEAST OF RENO.
 KR1141'
 KR1141'THE MARK IS A STANDARD DISK STAMPED HUBBARD 1946, SET IN THE
 KR1141'TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH.  IT IS 34.5 FEET
 KR1141'NORTH OF THE CENTER OF A WIND TEE, 9 FEET NORTH OF A WHITE
 KR1141'REFERENCE POST, AND 6.5 FEET SOUTH OF A GUARD LIGHT INDICATING
 KR1141'THE SOUTHEAST CORNER OF THE TWO RUNWAYS.
 KR1141'
 KR1141'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED HUBBARD NO 1
 KR1141'1946, SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH.
 KR1141'IT IS 22.3 FEET NORTH OF THE CENTER OF THE WIND TEE, AND 1
 KR1141'FOOT NORTH OF THE NORTH EDGE OF THE CONCRETE ON WHICH THE
 KR1141'TEE IS ERECTED.
 KR1141'
 KR1141'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED HUBBARD NO 2
 KR1141'1946, SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH.
 KR1141'IT IS 22 FEET WEST OF THE CENTER OF THE WIND TEE, AND 1 FOOT
 KR1141'WEST OF THE WEST EDGE OF THE CONCRETE ON WHICH THE TEE IS
 KR1141'ERECTED.
 KR1141'
 KR1141'THE AZIMUTH MARK IS A STANDARD MAGNETIC STATION DISK STAMPED
 KR1141'1940, SET IN THE TOP OF A 4 BY 4 POST PROJECTING ABOUT 6
 KR1141'INCHES.  IT IS 0.1 MILE SOUTH OF THE STATION 200 FEET EAST OF
 KR1141'THE NORTH AND SOUTH RUNWAY, AND 120 FEET NORTH OF AN OPEN
 KR1141'DITCH.
 KR1141'
 KR1141'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40
 KR1141'AND 395 GO SOUTH ON U.S. HIGHWAY NO 395 FOR 2-1/2 MILES TO
 KR1141'THE AIRPORT ROAD.  TURN LEFT (EAST) AND GO 1.3 MILE TO THE
 KR1141'ADMINISTRATION BUILDING.  CROSS THE NORTH AND SOUTH RUNWAY
 KR1141'AND THE MARK ON THE SOUTH SIDE OF THE EAST AND WEST RUNWAY
 KR1141'AS DESCRIBED ABOVE.
 KR1141
 KR1141                          STATION RECOVERY (1951)
 KR1141
 KR1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 KR1141'ALL MARKS RECOVERED AS DESCRIBED ON THE PHOTOSTAT COPY OF
 KR1141'ORIGINAL DESCRIPTION AND IN GOOD CONDITION.
 KR1141
 KR1141                          STATION RECOVERY (1954)
 KR1141
 KR1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WTJ)
 KR1141'RECOVERED AS DESCRIBED.  STATION MAY BE DESTROYED BY CONSTRUCTION
 KR1141'NOW IN PROGRESS.
 KR1141
 KR1141                          STATION RECOVERY (1961)
 KR1141
 KR1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (MLO)
 KR1141'STATION WAS RECOVERED IN GOOD CONDITION.  A REVISED DESCRIPTION
 KR1141'FOLLOWS--
 KR1141'
 KR1141'THE STATION IS LOCATED AT THE RENO MUNICIPAL AIRPORT 3 MILES
 KR1141'SOUTHEAST OF RENO, 211.4 FT. SOUTHEAST OF THE SOUTHEAST EDGE
 KR1141'OF THE INTERSECTION OF THE N-S AND E-W RUNWAYS, 34.5 FT. NORTHEAST
 KR1141'OF THE CENTER OF A LARGE CIRCULAR CONCRETE BASE THAT FORMERLY
 KR1141'SUPPORTED A WIND TEE, AND 6.5 FT. SOUTHEAST OF AN OLD BOUNDARY
 KR1141'LIGHT.  A STANDARD DISK STAMPED--HUBBARD 1946 SET IN A CONCRETE
 KR1141'POST 0.1 FT. BELOW GROUND.
 KR1141'
 KR1141'R.M. NO. 1 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KR1141'
 KR1141'R.M. NO. 2 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KR1141'
 KR1141'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION 0.1 MILE SOUTH
 KR1141'OF THE STATION, 420 FT. EAST OF THE EAST EDGE OF THE N-S
 KR1141'RUNWAY, 120 FT. NORTH OF AN OPEN DITCH, SET IN A CONCRETE
 KR1141'POST FLUSH WITH THE GROUND A 4X4 WITNESS POST HAS BEEN ERECTED
 KR1141'2.0 FT. EAST OF THE MARK.
 KR1141
 KR1141                          STATION RECOVERY (1967)
 KR1141
 KR1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 KR1141'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH R.M. 2 AS
 KR1141'DESCRIBED, WITH THE EXCEPTION THAT THE STATION IS 34.5 FT.
 KR1141'NORTHWEST OF THE CENTER OF A LARGE CIRCULAR CONCRETE BASE OF
 KR1141'THE OLD WIND TEE, INSTEAD OF NORTHEAST.  REFERENCE MARK 1 HAS
 KR1141'BEEN BROKEN OFF AND THE DISK IS GONE, THE CONCRETE POST STILL
 KR1141'REMAINS IN POSITION HOWEVER AND MAY BE USED AS A REFERENCE.
 KR1141'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT LOCATED.  THERE IS
 KR1141'A NEW RADAR BUILDING BEING CONSTRUCTED IN THE AREA AND IT IS
 KR1141'ASSUMED THAT THE MARK HAS BEEN DESTROYED OR COVERED BY THE
 KR1141'CONSTRUCTION.
 KR1141'
 KR1141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT RENO
 KR1141'MINICIPAL AIRPORT
 KR1141
 KR1141                          STATION RECOVERY (1968)
 KR1141
 KR1141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (LCK)
 KR1141'STATION HUBBARD, PREVIOUSLY REPORTED (IN 1965) DESTROYED AND
 KR1141'NOT FOUND, WAS FOUND AN IN GOOD CONDITION.  THE STATION IS ONE
 KR1141'FOOT BELOW GROUND.
 KR1141'
 KR1141'R.M. NO 1 - CONCRETE POST FOUND IN PLACE BUT THE TABLET IS
 KR1141'GONE.
 KR1141'
 KR1141'R.M. NO 2 - FOUND IN GOOD CONDITION
 KR1141
 KR1141                          STATION RECOVERY (1971)
 KR1141
 KR1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JVT)
 KR1141'THE STATION MARK, REFERENCE MARK 2, AND THE AZIMUTH MARK WERE
 KR1141'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 KR1141'1 HAS BEEN DESTROYED.  A NEW DESCRIPTION FOLLOWS.
 KR1141'
 KR1141'THE STATION IS LOCATED AT THE RENO INTERNATIONAL AIRPORT, ABOUT
 KR1141'350 FEET SE OF THE INTERSECTION OF THE N-S AND E-W RUNWAYS,
 KR1141'180 FT. EAST OF THE EAST EDGE OF THE N-S RUNWAY, 160 FT. SOUTH
 KR1141'OF THE SOUTH EDGE OF THE E-W RUNWAY, AND 34.5 FT. NORTHWEST
 KR1141'OF THE CENTER OF A LARGE CIRCULAR CONCRETE BASE OF THE OLD
 KR1141'WIND TEE.  THE STATION MARK IS A STANDARD DISK STAMPED HUBBARD
 KR1141'1946 AND SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 KR1141'ABOUT 1 FT. BELOW THE GROUND SURFACE.
 KR1141'
 KR1141'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HUBBARD NO 2 1946
 KR1141'AND SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 2
 KR1141'INCHES BELOW THE GROUND SURFACE.  IT IS 22 FEET WEST OF THE
 KR1141'CENTER OF THE CIRCULAR CONCRETE BASE AND 1 FT. WEST OF THE
 KR1141'WEST EDGE OF THE BASE.
 KR1141'
 KR1141'THE AZIMUTH MARK IS A STANDARD MAGNETIC STATION DISK STAMPED
 KR1141'1940 AND SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST.  IT
 KR1141'IS 93.6 FT. SW OF THE SE FOUNDATION CORNER OF THE ASR EQUIP.
 KR1141'BLDG., AND 77.4 FT. SOUTH OF THE SW CORNER OF THE CONCRETE PAD
 KR1141'OF THE SW LEG OF THE RADAR TOWER.
 KR1141'
 KR1141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHEASTERN
 KR1141'SECTION OF RENO.
 KR1141
 KR1141                          STATION RECOVERY (1971)
 KR1141
 KR1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KR1141'IN RENO INTERNATIONAL AIRPORT.
 KR1141'THE MARK IS LOCATED AT THE RENO INTERNATIONAL AIRPORT, ABOUT 350 FT.
 KR1141'SE OF THE INTERSECTION OF THE N-S AND E-W RUNWAYS, 180 FT. EAST OF THE
 KR1141'EAST EDGE OF THE N-S RUNWAY, 160 FT. SOUTH OF THE SOUTH EDGE OF THE
 KR1141'E-W RUNWAY, AND 34.5 FT. NORTHWEST OF THE CENTER OF A LARGE CIRCULAR
 KR1141'CONCRETE BASE OF THE OLD WIND TEE.  A TRIANGULATION STATION DISK
 KR1141'STAMPED HUBBARD 1946 AND SET IN THE TOP OF A CONCRETE MONUMENT THAT IS
 KR1141'ABOUT 1 FT. BELOW THE GROUND SURFACE.
 KR1141
 KR1141                          STATION RECOVERY (1978)
 KR1141
 KR1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JVD)
 KR1141'THE STATION AND RM2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 KR1141'BY J. V. TEATER IN 1971.  A NEW RADAR HAS BEEN BUILT WHERE THE
 KR1141'AZIMUTH MARK WAS LOCATED.  THE MARK HAS BEEN EITHER DESTROYED OR
 KR1141'BURIED.
 KR1141'
 KR1141'PERMISSION TO VISIT THE STATION MUST BE OBTAINED FROM THE
 KR1141'DIRECTOR OF AIRPORTS WASHOE COUNTY AIRPORT AUTHORITY LOCATED IN THE
 KR1141'AIRPORT TERMINAL BUILDING.
 KR1141'
 KR1141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KR1141'AT RENO INTERNATIONAL AIRPORT.
 KR1141
 KR1141                          STATION RECOVERY (1982)
 KR1141
 KR1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RMM)
 KR1141'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION AS
 KR1141'DESCRIBED BY J. V. T. IN 1971.  THE AZIMUTH MARK WAS NOT SEARCHED
 KR1141'FOR.
 KR1141'
 KR1141'AIRLINE DISNSTANCE AND DIRECTION FROM NEAREST TOWN--AT RENO CANNON
 KR1141'INTERNATIONAL AIRPORT.
 KR1141
 KR1141                          STATION RECOVERY (1992)
 KR1141
 KR1141'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 KR1141'THE STATION AND RM2 WERE RECOVERED AS INDICATED IN THE 1982
 KR1141'DESCRIPTION.
 KR1141
 KR1141                          STATION RECOVERY (1994)
 KR1141
 KR1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 KR1141'STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHEAST OF DOWNTOWN RENO, AT
 KR1141'RENO CANNON INTERNATIONAL AIRPORT, IN THE SOUTHEAST ANGLE OF THE
 KR1141'JUNCTION OF RUNWAYS 07-25 AND 16R-34L, IN THE SOUTHWEST 1/4 OF SECTION
 KR1141'20, T 19 N, R 20 E.  OWNERSHIP--WASHOE COUNTY AIRPORT AUTHORITY, PO
 KR1141'BOX 12490, RENO, NV 89510.  CONTACT DISPATCH OFFICE, PHONE
 KR1141'702-328-6600 OR INFORMATION OFFICE, PHONE 702-328-6400. STATION MARK
 KR1141'IS A DISK SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 10 CM BELOW
 KR1141'GROUND IN OPEN HOLE.  IT IS 54.8 M (179.8 FT) SOUTH OF THE SOUTH EDGE
 KR1141'(PAINT LINE) OF RUNWAY 07-25, 53.8 M (176.5 FT) EAST OF THE EDGE
 KR1141'(PAINT LINE) OF RUNWAY 16R-34L, 44.3 M (145.3 FT) NORTH OF THE CENTER
 KR1141'OF MIKE TAXI, 10.5 M (34.4 FT) NORTHWEST OF THE SPINDLE OF THE
 KR1141'NOW-REMOVED TETRAHEDRON, 0.4 M (1.3 FT) NORTH OF A FIBERGLASS WITNESS
 KR1141'POST, IN THE MIDDLE OF FOUR WHITE PVC PIPE SET 1.5 M (4.9 FT) FROM THE
 KR1141'STATION.
 KR1141
 KR1141                          STATION RECOVERY (2001)
 KR1141
 KR1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 KR1141'RECOVERED AS DESCRIBED.
 KR1141'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1725 ***********************************************************************
 KR1725  DESIGNATION -  HUBBARD FIELD AIRWAY BEACON
 KR1725  PID         -  KR1725
 KR1725  STATE/COUNTY-  NV/WASHOE
 KR1725  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR1725
 KR1725                         *CURRENT SURVEY CONTROL
 KR1725  ___________________________________________________________________
 KR1725* NAD 83(1994)-  39 29 43.26261(N)    119 46 14.88160(W)     ADJUSTED  
 KR1725* NAVD 88     -                                                        
 KR1725  ___________________________________________________________________
 KR1725  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 KR1725  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 KR1725
 KR1725  HORZ ORDER  -  THIRD
 KR1725
 KR1725.The horizontal coordinates were established by classical geodetic methods
 KR1725.and adjusted by the National Geodetic Survey in June 1998..
 KR1725
 KR1725
 KR1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1725
 KR1725.The geoid height was determined by GEOID03.
 KR1725
 KR1725;                    North         East     Units Scale Factor Converg.
 KR1725;SPC NV W     - 4,527,260.144   697,863.890   MT  1.00002840   -0 45 19.1
 KR1725;SPC NV W     -14,853,185.99  2,289,575.11   sFT  1.00002840   -0 45 19.1
 KR1725;UTM  11      - 4,375,414.310   261,735.510   MT  1.00029901   -1 45 47.2
 KR1725
 KR1725                          SUPERSEDED SURVEY CONTROL
 KR1725
 KR1725  NAD 83(1992)-  39 29 43.26705(N)    119 46 14.87528(W) AD(       ) 4
 KR1725  NAD 83(1986)-  39 29 43.26667(N)    119 46 14.86728(W) AD(       ) 4
 KR1725  NAD 27      -  39 29 43.58000(N)    119 46 11.18000(W) AD(       ) 3
 KR1725
 KR1725.Superseded values are not recommended for survey control.
 KR1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1725.See file dsdata.txt to determine how the superseded data were derived.
 KR1725
 KR1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6173675414(NAD 83)
 KR1725
 KR1725  HISTORY     - Date     Condition        Report By
 KR1725  HISTORY     - UNK      MONUMENTED
 KR1725  HISTORY     - 1954     SEE DESCRIPTION  CGS
 KR1725
 KR1725                          STATION DESCRIPTION
 KR1725
 KR1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KR1725'BEACON WAS MOVED IN 1950 ACCORDING TO CAA AT AIRPORT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1143 ***********************************************************************
 KR1143  DESIGNATION -  HUBBARD RM 2
 KR1143  PID         -  KR1143
 KR1143  STATE/COUNTY-  NV/WASHOE
 KR1143  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR1143
 KR1143                         *CURRENT SURVEY CONTROL
 KR1143  ___________________________________________________________________
 KR1143* NAD 83(1986)-  39 29 44.     (N)    119 46 06.     (W)     SCALED    
 KR1143* NAVD 88     -      1340.685  (meters)    4398.56   (feet)  ADJUSTED  
 KR1143  ___________________________________________________________________
 KR1143  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 KR1143  DYNAMIC HT  -        1339.469 (meters)    4394.57  (feet)  COMP
 KR1143  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 KR1143
 KR1143  VERT ORDER  -  FIRST     CLASS II
 KR1143
 KR1143.This mark is at Reno/tahoe Intl Airport (RNO)
 KR1143
 KR1143.The horizontal coordinates were scaled from a topographic map and have
 KR1143.an estimated accuracy of +/- 6 seconds.
 KR1143
 KR1143.The orthometric height was determined by differential leveling
 KR1143.and adjusted by the National Geodetic Survey in June 1991..
 KR1143
 KR1143.The geoid height was determined by GEOID03.
 KR1143
 KR1143.The dynamic height is computed by dividing the NAVD 88
 KR1143.geopotential number by the normal gravity value computed on the
 KR1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1143.degrees latitude (g = 980.6199 gals.).
 KR1143
 KR1143.The modeled gravity was interpolated from observed gravity values.
 KR1143
 KR1143;                    North         East    Units  Estimated Accuracy
 KR1143;SPC NV W     - 4,527,280.      698,080.      MT  (+/- 180 meters Scaled)
 KR1143
 KR1143                          SUPERSEDED SURVEY CONTROL
 KR1143
 KR1143  NGVD 29 (??/??/92) 1339.617  (m)         4395.06   (f) ADJ UNCH    1 2
 KR1143
 KR1143.Superseded values are not recommended for survey control.
 KR1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1143.See file dsdata.txt to determine how the superseded data were derived.
 KR1143
 KR1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD619754(NAD 83)
 KR1143_MARKER: DR = REFERENCE MARK DISK
 KR1143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1143_SP_SET: CONCRETE BASE
 KR1143_STAMPING: HUBBARD NO 2 1946
 KR1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1143
 KR1143  HISTORY     - Date     Condition        Report By
 KR1143  HISTORY     - 1946     MONUMENTED       CGS
 KR1143  HISTORY     - 1971     GOOD             NGS
 KR1143
 KR1143                          STATION DESCRIPTION
 KR1143
 KR1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KR1143'IN RENO.
 KR1143'THE MARK IS LOCATED AT THE RENO INTERNATIONAL AIRPORT, ABOUT 370 FT.
 KR1143'SE OF THE INTERSECTION OF THE N-S AND E-W RUNWAYS, 180 FT. EAST OF THE
 KR1143'EAST EDGE OF THE N-S RUNWAY, 190 FT. SOUTH OF THE SOUTH EDGE OF THE
 KR1143'E-W RUNWAY, 22 FT. WEST OF THE CENTER OF THE CIRCULAR CONCRETE BASE OF
 KR1143'AN OLD WIND TEE, AND 1 FT. WEST OF THE WEST EDGE OF THE BASE. A
 KR1143'STANDARD REFERENCE MARK DISK AND STAMPED HUBBARD NO 2 1946.  IT IS
 KR1143'ABOUT 2 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0527 ***********************************************************************
 LQ0527  DESIGNATION -  HUM
 LQ0527  PID         -  LQ0527
 LQ0527  STATE/COUNTY-  NV/ELKO
 LQ0527  USGS QUAD   -  RYNDON (1982)
 LQ0527
 LQ0527                         *CURRENT SURVEY CONTROL
 LQ0527  ___________________________________________________________________
 LQ0527* NAD 83(1994)-  40 57 01.98105(N)    115 33 50.97590(W)     ADJUSTED  
 LQ0527* NAVD 88     -      1630.593  (meters)    5349.70   (feet)  ADJUSTED  
 LQ0527  ___________________________________________________________________
 LQ0527  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 LQ0527  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 LQ0527  DYNAMIC HT  -        1629.248 (meters)    5345.29  (feet)  COMP
 LQ0527  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 LQ0527
 LQ0527  HORZ ORDER  -  SECOND
 LQ0527  VERT ORDER  -  SECOND    CLASS 0
 LQ0527
 LQ0527.The horizontal coordinates were established by classical geodetic methods
 LQ0527.and adjusted by the National Geodetic Survey in June 1998..
 LQ0527
 LQ0527.The orthometric height was determined by differential leveling
 LQ0527.and adjusted by the National Geodetic Survey in June 1991..
 LQ0527
 LQ0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0527
 LQ0527.The geoid height was determined by GEOID03.
 LQ0527
 LQ0527.The dynamic height is computed by dividing the NAVD 88
 LQ0527.geopotential number by the normal gravity value computed on the
 LQ0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0527.degrees latitude (g = 980.6199 gals.).
 LQ0527
 LQ0527.The modeled gravity was interpolated from observed gravity values.
 LQ0527
 LQ0527;                    North         East     Units Scale Factor Converg.
 LQ0527;SPC NV E     - 8,688,154.756   201,614.198   MT  0.99990003   +0 00 45.2
 LQ0527;SPC NV E     -28,504,387.73    661,462.58   sFT  0.99990003   +0 00 45.2
 LQ0527;UTM  11      - 4,534,260.254   620,848.359   MT  0.99977975   +0 56 28.2
 LQ0527
 LQ0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0527!SPC NV E     -   0.99974716  x   0.99990003  =   0.99964721
 LQ0527!UTM  11      -   0.99974716  x   0.99977975  =   0.99952697
 LQ0527
 LQ0527|---------------------------------------------------------------------|
 LQ0527| PID    Reference Object                     Distance      Geod. Az  |
 LQ0527|                                                           dddmmss.s |
 LQ0527| LQ0528 HUM RM 1                              8.751 METERS 08701     |
 LQ0527| LQ0526 HUM RM 2                             10.044 METERS 19642     |
 LQ0527| LQ0517 BOLDT                               APPROX. 5.4 KM 2703707.7 |
 LQ0527|---------------------------------------------------------------------|
 LQ0527
 LQ0527                          SUPERSEDED SURVEY CONTROL
 LQ0527
 LQ0527  NAD 83(1986)-  40 57 01.98151(N)    115 33 50.97032(W) AD(       ) 2
 LQ0527  NAD 27      -  40 57 02.26782(N)    115 33 47.73799(W) AD(       ) 2
 LQ0527  NGVD 29 (??/??/92) 1629.44   (m)         5345.9    (f) COMPUTED    2 0
 LQ0527
 LQ0527.Superseded values are not recommended for survey control.
 LQ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0527.See file dsdata.txt to determine how the superseded data were derived.
 LQ0527
 LQ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF2084834260(NAD 83)
 LQ0527_MARKER: DS = TRIANGULATION STATION DISK
 LQ0527_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LQ0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0527_STAMPING: HUM 1957
 LQ0527_MARK LOGO: CGS   
 LQ0527_PROJECTION: PROJECTING 10 CENTIMETERS
 LQ0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0527+STABILITY: SURFACE MOTION
 LQ0527
 LQ0527  HISTORY     - Date     Condition        Report By
 LQ0527  HISTORY     - 1957     MONUMENTED       CGS
 LQ0527  HISTORY     - 1957     GOOD             CGS
 LQ0527  HISTORY     - 1961     GOOD             USGS
 LQ0527  HISTORY     - 1984     GOOD             NGS
 LQ0527
 LQ0527                          STATION DESCRIPTION
 LQ0527
 LQ0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0527'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF ELKO.
 LQ0527'IT IS ON THE NORTH SIDE OF U.S. HIGHWAY 40, ON THE CREST OF
 LQ0527'A LOW RIDGE.
 LQ0527'
 LQ0527'TO REACH FROM THE COURTHOUSE IN ELKO, GO NORTHEAST ON U.S.
 LQ0527'HIGHWAY 40 FOR 14.2 MILES TO AN IRON GATE ON THE LEFT JUST
 LQ0527'EAST OF A LARGE BILLBOARD.  TURN LEFT THROUGH GATE AND GO
 LQ0527'NORTHWEST ON OLD ROAD FOR 0.1 MILE, THEN BEAR RIGHT (NORTH)
 LQ0527'AND GO 0.1 MILE TO TOP OF RIDGE AND STATION.
 LQ0527'
 LQ0527'THE STATION MARK, STAMPED HUM 1957, IS A STANDARD BRONZE
 LQ0527'DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LQ0527'2 INCHES.  IT IS ABOUT 0.05 MILE NORTH OF THE HIGHWAY AND
 LQ0527'IS 6 FEET NORTH OF A WHITE WITNESS POST.
 LQ0527'
 LQ0527'REFERENCE MARK NO. 1, STAMPED HUM NO 1 1957, IS A STANDARD
 LQ0527'BRONZE DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LQ0527'PROJECTS 2 INCHES.
 LQ0527'
 LQ0527'REFERENCE MARK NO. 2, STAMPED HUM NO 2 1957, IS A STANDARD
 LQ0527'BRONZE DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LQ0527'PROJECTS 8 INCHES.
 LQ0527
 LQ0527                          STATION RECOVERY (1957)
 LQ0527
 LQ0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0527'14.1 MI NE FROM ELKO.
 LQ0527'14.1 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0527'IDAHO STREETS AT ELKO, THENCE 0.1 MILE NORTHWEST ACROSS COUNTRY, 28.7
 LQ0527'FEET SOUTHWEST OF R.M. 1, 33 FEET NORTHWEST OF R.M. 2, 5.8 FEET
 LQ0527'NORTHWEST OF WITNESS POST, ON TOP OF A SAGE HILL, SET IN A ROUND
 LQ0527'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LQ0527
 LQ0527                          STATION RECOVERY (1961)
 LQ0527
 LQ0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LQ0527'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-4 STATION 1004.
 LQ0527'STATION MARK--STANDARD DISC STAMPED---HUM 1957---SET IN THE TOP OF A
 LQ0527'ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 LQ0527
 LQ0527                          STATION RECOVERY (1984)
 LQ0527
 LQ0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0527'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 LQ0527'DESCRIPTION FOLLOWS.  14.15 KM (8.85 MI) NORTHEAST ALONG OLD US
 LQ0527'HIGHWAY 40 FROM THE COURTHOUSE AT ELKO, THENCE 9.1 KM (5.7 MI)
 LQ0527'NORTHEAST ALONG INTERSTATE 80, THENCE 0.15 KM (0.1 MI) NORTH ACROSS
 LQ0527'COUNTRY TO THE HIGHEST POINT OF A HILL, 10.0 METERS (33 FT) NORTH OF
 LQ0527'RM 2 AND 8.7 METERS (28.5 FT) WEST OF RM 1.
 LQ0527'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 LQ0527'THE MARK IS 9.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0528 ***********************************************************************
 LQ0528  DESIGNATION -  HUM RM 1
 LQ0528  PID         -  LQ0528
 LQ0528  STATE/COUNTY-  NV/ELKO
 LQ0528  USGS QUAD   -  RYNDON (1982)
 LQ0528
 LQ0528                         *CURRENT SURVEY CONTROL
 LQ0528  ___________________________________________________________________
 LQ0528* NAD 83(1986)-  40 57 02.     (N)    115 33 51.     (W)     SCALED    
 LQ0528* NAVD 88     -      1630.408  (meters)    5349.10   (feet)  ADJUSTED  
 LQ0528  ___________________________________________________________________
 LQ0528  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 LQ0528  DYNAMIC HT  -        1629.063 (meters)    5344.68  (feet)  COMP
 LQ0528  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 LQ0528
 LQ0528  VERT ORDER  -  SECOND    CLASS 0
 LQ0528
 LQ0528.The horizontal coordinates were scaled from a topographic map and have
 LQ0528.an estimated accuracy of +/- 6 seconds.
 LQ0528
 LQ0528.The orthometric height was determined by differential leveling
 LQ0528.and adjusted by the National Geodetic Survey in June 1991..
 LQ0528
 LQ0528.The geoid height was determined by GEOID03.
 LQ0528
 LQ0528.The dynamic height is computed by dividing the NAVD 88
 LQ0528.geopotential number by the normal gravity value computed on the
 LQ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0528.degrees latitude (g = 980.6199 gals.).
 LQ0528
 LQ0528.The modeled gravity was interpolated from observed gravity values.
 LQ0528
 LQ0528;                    North         East    Units  Estimated Accuracy
 LQ0528;SPC NV E     - 8,688,160.      201,610.      MT  (+/- 180 meters Scaled)
 LQ0528
 LQ0528                          SUPERSEDED SURVEY CONTROL
 LQ0528
 LQ0528  NGVD 29 (??/??/92) 1629.252  (m)         5345.30   (f) ADJ UNCH    2 0
 LQ0528
 LQ0528.Superseded values are not recommended for survey control.
 LQ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0528.See file dsdata.txt to determine how the superseded data were derived.
 LQ0528
 LQ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF208342(NAD 83)
 LQ0528_MARKER: DR = REFERENCE MARK DISK
 LQ0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0528_STAMPING: HUM NO 1 1957
 LQ0528_MARK LOGO: CGS   
 LQ0528_PROJECTION: PROJECTING 10 CENTIMETERS
 LQ0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0528+STABILITY: SURFACE MOTION
 LQ0528
 LQ0528  HISTORY     - Date     Condition        Report By
 LQ0528  HISTORY     - 1957     MONUMENTED       CGS
 LQ0528  HISTORY     - 1984     GOOD             NGS
 LQ0528
 LQ0528                          STATION DESCRIPTION
 LQ0528
 LQ0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0528'14.1 MI NE FROM ELKO.
 LQ0528'14.1 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0528'IDAHO STREETS AT ELKO, THENCE 0.1 MILE NORTHWEST ACROSS COUNTRY, ON
 LQ0528'TOP OF A SAGE HILL, 28,6 FEET NORTHEAST OF STATION MARK, SET IN A
 LQ0528'ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 LQ0528
 LQ0528                          STATION RECOVERY (1984)
 LQ0528
 LQ0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0528'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 LQ0528'DESCRIPTION FOLLOWS.  14.15 KM (8.85 MI) NORTHEAST ALONG OLD US
 LQ0528'HIGHWAY 40 FROM THE COURTHOUSE AT ELKO, THENCE 9.1 KM (5.7 MI)
 LQ0528'NORTHEAST ALONG INTERSTATE 80, THENCE 0.15 KM (0.1 MI) NORTH ACROSS
 LQ0528'COUNTRY TO THE HIGHEST POINT OF A HILL, 15.4 METERS (50.5 FT)
 LQ0528'NORTHEAST OF RM 2 AND 8.7 METERS (28.5 FT) EAST OF THE STATION.
 LQ0528'THE MARK IS 9.0 METERS  E FROM A WITNESS POST.
 LQ0528'THE MARK IS 0.15 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0526 ***********************************************************************
 LQ0526  DESIGNATION -  HUM RM 2
 LQ0526  PID         -  LQ0526
 LQ0526  STATE/COUNTY-  NV/ELKO
 LQ0526  USGS QUAD   -  RYNDON (1982)
 LQ0526
 LQ0526                         *CURRENT SURVEY CONTROL
 LQ0526  ___________________________________________________________________
 LQ0526* NAD 83(1986)-  40 57 02.     (N)    115 33 51.     (W)     SCALED    
 LQ0526* NAVD 88     -      1630.369  (meters)    5348.97   (feet)  ADJUSTED  
 LQ0526  ___________________________________________________________________
 LQ0526  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 LQ0526  DYNAMIC HT  -        1629.024 (meters)    5344.56  (feet)  COMP
 LQ0526  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 LQ0526
 LQ0526  VERT ORDER  -  SECOND    CLASS 0
 LQ0526
 LQ0526.The horizontal coordinates were scaled from a topographic map and have
 LQ0526.an estimated accuracy of +/- 6 seconds.
 LQ0526
 LQ0526.The orthometric height was determined by differential leveling
 LQ0526.and adjusted by the National Geodetic Survey in June 1991..
 LQ0526
 LQ0526.The geoid height was determined by GEOID03.
 LQ0526
 LQ0526.The dynamic height is computed by dividing the NAVD 88
 LQ0526.geopotential number by the normal gravity value computed on the
 LQ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0526.degrees latitude (g = 980.6199 gals.).
 LQ0526
 LQ0526.The modeled gravity was interpolated from observed gravity values.
 LQ0526
 LQ0526;                    North         East    Units  Estimated Accuracy
 LQ0526;SPC NV E     - 8,688,160.      201,610.      MT  (+/- 180 meters Scaled)
 LQ0526
 LQ0526                          SUPERSEDED SURVEY CONTROL
 LQ0526
 LQ0526  NGVD 29 (??/??/92) 1629.213  (m)         5345.18   (f) ADJ UNCH    2 0
 LQ0526
 LQ0526.Superseded values are not recommended for survey control.
 LQ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0526.See file dsdata.txt to determine how the superseded data were derived.
 LQ0526
 LQ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF208342(NAD 83)
 LQ0526_MARKER: DR = REFERENCE MARK DISK
 LQ0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0526_STAMPING: HUM NO 2 1957
 LQ0526_MARK LOGO: CGS   
 LQ0526_PROJECTION: PROJECTING 10 CENTIMETERS
 LQ0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0526+STABILITY: SURFACE MOTION
 LQ0526
 LQ0526  HISTORY     - Date     Condition        Report By
 LQ0526  HISTORY     - 1957     MONUMENTED       CGS
 LQ0526  HISTORY     - 1984     GOOD             NGS
 LQ0526
 LQ0526                          STATION DESCRIPTION
 LQ0526
 LQ0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0526'14.1 MI NE FROM ELKO.
 LQ0526'14.1 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0526'IDAHO STREETS AT ELKO, THENCE 0.1 MILE NORTHWEST ACROSS COUNTRY, ON
 LQ0526'TOP OF A SAGE HILL, 32.9 FEET SOUTHEAST OF STATION MARK, SET IN A
 LQ0526'ROUND CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND SURFACE.
 LQ0526
 LQ0526                          STATION RECOVERY (1984)
 LQ0526
 LQ0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0526'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 LQ0526'DESCRIPTION FOLLOWS.  14.15 KM (8.85 MI) NORTHEAST ALONG OLD US
 LQ0526'HIGHWAY 40 FROM THE COURTHOUSE AT ELKO, THENCE 9.1 KM (5.7 MI)
 LQ0526'NORTHEAST ALONG INTERSTATE 80, THENCE 0.15 KM (0.1 MI) NORTH ACROSS
 LQ0526'COUNTRY TO THE HIGHEST POINT OF A HILL, 15.4 METERS (50.5 FT)
 LQ0526'SOUTHWEST OF RM 1 AND 10.0 METERS (33 FT) SOUTH OF THE STATION.
 LQ0526'THE MARK IS 10.0 METERS  S FROM A WITNESS POST.
 LQ0526'THE MARK IS 0.2 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1489 ***********************************************************************
 KR1489  DESIGNATION -  HUMBOLDT
 KR1489  PID         -  KR1489
 KR1489  STATE/COUNTY-  NV/CHURCHILL
 KR1489  USGS QUAD   -  LONE ROCK NW (1980)
 KR1489
 KR1489                         *CURRENT SURVEY CONTROL
 KR1489  ___________________________________________________________________
 KR1489* NAD 83(1994)-  39 59 21.54895(N)    118 29 05.18296(W)     ADJUSTED  
 KR1489* NAVD 88     -      1604.2    (meters)    5263.     (feet)  VERT ANG  
 KR1489  ___________________________________________________________________
 KR1489  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 KR1489  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 KR1489
 KR1489  HORZ ORDER  -  FIRST
 KR1489
 KR1489.The horizontal coordinates were established by classical geodetic methods
 KR1489.and adjusted by the National Geodetic Survey in June 1998..
 KR1489
 KR1489.The orthometric height was determined by vertical angle observations.
 KR1489
 KR1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1489
 KR1489.The geoid height was determined by GEOID03.
 KR1489
 KR1489;                    North         East     Units Scale Factor Converg.
 KR1489;SPC NV W     - 4,581,431.262   808,416.913   MT  0.99990087   +0 03 48.0
 KR1489;SPC NV W     -15,030,912.40  2,652,281.16   sFT  0.99990087   +0 03 48.0
 KR1489;UTM  11      - 4,427,627.402   373,237.974   MT  0.99979782   -0 57 15.5
 KR1489
 KR1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1489!SPC NV W     -   0.99975204  x   0.99990087  =   0.99965294
 KR1489!UTM  11      -   0.99975204  x   0.99979782  =   0.99954991
 KR1489
 KR1489:                Primary Azimuth Mark                     Grid Az
 KR1489:SPC NV W     -  AIRWAY BCN 28 ESE LOVELOCK               069 34 33.9
 KR1489:UTM  11      -  AIRWAY BCN 28 ESE LOVELOCK               070 35 37.4
 KR1489
 KR1489|---------------------------------------------------------------------|
 KR1489| PID    Reference Object                     Distance      Geod. Az  |
 KR1489|                                                           dddmmss.s |
 KR1489| LS0572 AIRWAY BCN 28 ESE LOVELOCK          APPROX.27.6 KM 0693821.9 |
 KR1489| DB1913 HUMBOLDT AZ MK                                     1012957.5 |
 KR1489| KR1486 LONEROCK                            APPROX.17.1 KM 1363230.7 |
 KR1489| DB1914 HUMBOLDT RM 1                         9.231 METERS 17357     |
 KR1489| DB1915 HUMBOLDT RM 2                         2.271 METERS 24231     |
 KR1489|---------------------------------------------------------------------|
 KR1489
 KR1489                          SUPERSEDED SURVEY CONTROL
 KR1489
 KR1489  NAD 83(1986)-  39 59 21.55522(N)    118 29 05.17587(W) AD(       ) 1
 KR1489  NAD 27      -  39 59 21.87600(N)    118 29 01.65400(W) AD(       ) 1
 KR1489  NGVD 29 (07/19/86) 1603.4    (m)         5260.     (f) VERT ANG       
 KR1489
 KR1489.Superseded values are not recommended for survey control.
 KR1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1489.See file dsdata.txt to determine how the superseded data were derived.
 KR1489
 KR1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE7323827627(NAD 83)
 KR1489_MARKER: DS = TRIANGULATION STATION DISK
 KR1489_SETTING: 66 = SET IN ROCK OUTCROP
 KR1489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1489
 KR1489  HISTORY     - Date     Condition        Report By
 KR1489  HISTORY     - 1935     MONUMENTED       CGS
 KR1489  HISTORY     - 1935     GOOD             CGS
 KR1489  HISTORY     - 1958     GOOD             CGS
 KR1489  HISTORY     - 1974     GOOD             NGS
 KR1489
 KR1489                          STATION DESCRIPTION
 KR1489
 KR1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 KR1489'STATION IS IN THE HUMBOLT RANGE ON THE FIRST HIGH PEAK THAT
 KR1489'RISES SW OF THE PASS FROM LOVELOCK INTO CARSON SINK 3 MILES
 KR1489'SW OF THE PASS, 13 MILES DUE S OF LOVELOCK AND APPEARS AS A
 KR1489'DOUBLE TOP PEAK FROM LOVELOCK.
 KR1489'
 KR1489'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 KR1489'HOLE IN OUTCROPPING BEDROCK.  REFERENCE
 KR1489'AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING
 KR1489'BEDROCK.
 KR1489'
 KR1489'REACHED FROM LOVELOCK AS FOLLOWS--FROM THE RAILROAD STATION
 KR1489'GO S ON THE ROAD ALONG THE E SIDE OF THE TRACKS FOR 8.0 MILES
 KR1489'TO A T-INTERSECTION.  TURN LEFT, GO E FOR 0.5 MILE, BEAR TO THE
 KR1489'RIGHT AND GO SE ALONG THE TOP OF A LEVEE FOR 0.3 MILE, TURN
 KR1489'RIGHT OFF THE LEVEE ONTO A DIM ROAD, GO 0.1 MILE, TAKE LEFT
 KR1489'FORK, GO SE TOWARD THE PASS FOR 1.1 MILES.  TURN RIGHT OFF THE
 KR1489'ROAD AND GO S ACROSS COUNTRY FOR 1.0 MILE.  AT THIS POINT
 KR1489'TRAVEL WILL BE IN A WASH THAT LEADS OUT OF A WIDE VALLEY IN
 KR1489'THE RANGE.  TAKE THE RIGHT WASH WHICH IS THE SMALLER OF THE
 KR1489'TWO AND CONTINUE GENERALLY S KEEPING RIGHT FORKS FOR 2.5
 KR1489'MILES TO THE BASE OF THE PEAK.  STATION IS 3/4 MILE S AND
 KR1489'ABOUT 1 HOUR PACK FROM HERE.
 KR1489'
 KR1489'AZIMUTH MARK IS 1/4 MILE ESE ON THE LAST POINT OF THE
 KR1489'DESCENDING RIDGE.
 KR1489
 KR1489                          STATION RECOVERY (1935)
 KR1489
 KR1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KR1489'STATION MARK--STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 KR1489'OUTCROPPING BEDROCK.
 KR1489
 KR1489                          STATION RECOVERY (1958)
 KR1489
 KR1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 KR1489'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 KR1489'CONDITION.  THE ROADS HAVE BEEN CHANGED SO A NEW DESCRIPTION
 KR1489'FOLLOWS.
 KR1489'
 KR1489'STATION IS LOCATED IN THE HUMBOLT RANGE ON THE FIRST HIGH
 KR1489'PEAK THAT RISES SOUTHWEST OF THE PASS FROM LOVELOCK INTO CARSON
 KR1489'SINK.  IT IS, AIRLINE, 3 MILES SOUTHWEST OF THE PASS AND 13
 KR1489'MILES SOUTH OF LOVELOCK ADN APPEARS AS A DOUBLE PEAK FROM
 KR1489'LOVELOCK.
 KR1489'
 KR1489'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD DEPOT IN
 KR1489'LOVELOCK, GO SOUTH ALONG THE EAST SIDE OF THE RAILROAD TRACKS
 KR1489'FOR 8.5 MILES TO A T INTERSECTION.  TURN LEFT, EAST, AND GO
 KR1489'0.5 MILE.  TURN RIGHT ACROSS THE IRRIGATION DITCH AND FOLLOW
 KR1489'THE MAIN ROAD, SOUTHEASTERLY, FOR 1.5 MILES TO A FORK.  TAKE
 KR1489'THE RIGHT FORK, STRAIGHT AHEAD, AND GO 0.7 MILE TO A SIDE ROAD
 KR1489'ON THE RIGHT.  TURN RIGHT AND GO 0.1 MILE, TAKE THE LEFT FORK
 KR1489'AND GO 0.3 MILE TO A WASH.  TURN LEFT UP THE WASH, SOUTHERLY,
 KR1489'AND GO 1.0 MILE TO WHERE THE TRACK ROAD LEAVES THE WASH ON
 KR1489'THE RIGHT.  TURN RIGHT, OUT OF THE WASH, AND FOLLOW TRACKS
 KR1489'FOR 0.35 MILE TO THE TOP OF A LOW RIDGE.  TURN RIGHT AND
 KR1489'FOLLOW TRACKS FOR 0.15 MILE TO A DIM FORK.  TURN LEFT AND GO
 KR1489'SOUTHERLY, PASSING THE WEST END OF A DRY LAKE AND UP ON A LOW
 KR1489'RIDGE BETWEEN TWO LOW HILLS, FOR 0.2 MILE TO A DIM
 KR1489'FORK.  TAKE THE RIGHT FORK, WESTERLY, AND FOLLOW TRACKS
 KR1489'UP A SMALL VALLEY FOR 0.55 MILE TO A WASH.  TURN LEFT UP THE
 KR1489'WASH FOR 0.1 MILE, TURN RIGHT AND FOLLOW TRACKS UP A RIDGE
 KR1489'FOR 0.3 MILE TO A SMALL SADDLE AND THE END OF TRUCK TRAVEL.
 KR1489'THE STATION HILL IS VISIBLE FROM HERE TO THE
 KR1489'SOUTH-SOUTHWEST.  FROM HERE PACK UP THE RIDGE TO THE
 KR1489'HIGHEST POINT AND THE STATION.  TIME OF PACK IS ABOUT 30
 KR1489'MINUTES.  DISTANCE OF ABOUT 1/2 MILE.
 KR1489'
 KR1489'STATION MARK, STAMPED HUMBOLT 1935, IS A STANDARD DISK CEMENTED
 KR1489'IN A DRILL HOLE IN OUTCROPPING BEDROCK 2 FEET IN DIAMETER AND
 KR1489'PROJECTING 4 INCHES.  IT IS ON THE HIGHEST POINT OF THE HILL.
 KR1489'
 KR1489'REFERENCE MARK NUMBER 1, STAMPED HUMBOLT NO 1 1935, IS A STANDARD
 KR1489'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 4 FEET
 KR1489'BY 2 FEET, PROJECTING 2 INCHES AND IS ABOUT THE SAME ELEVATION
 KR1489'AS THE STATION.
 KR1489'
 KR1489'REFERENCE MARK NUMBER 2, STAMPED HUMBOLT NO 2 1935, IS A
 KR1489'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KR1489'3 FEET BY 2 FEET, PROJECTING 2 FEET AND IS AT ABOUT THE
 KR1489'SAME ELEVATION AS THE STATION.
 KR1489'
 KR1489'AZIMUTH MARK, STAMPED HUMBOLT 1935, IS A STANDARD DISK CEMENTED
 KR1489'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 KR1489'TO REACH FROM THE STATION, GO EAST FROM THE SOUTHERLY THIRD
 KR1489'HIGH POINT OF THE STATION HILL FOR 1/4 MILE TO WHERE THE RIDGE
 KR1489'BREAKS OFF TO THE VALLEY.  IT IS ON THE TOP OF THE LAST HIGH
 KR1489'POINT OF THE RIDGE.
 KR1489'
 KR1489'PROMINENT ROCK PINNACLE LIS ABOUT 1-1/2 MILES WEST SOUTHWEST
 KR1489'OF A LOW RIDGE.  IT IS ABOUT 30 FEET HIGH AND 8 FEET WIDE.
 KR1489'THE CENTER OF THE PINNACLE WAS TAKEN.
 KR1489
 KR1489                          STATION RECOVERY (1974)
 KR1489
 KR1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RCC)
 KR1489'THE STATION MARK, AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 KR1489'GOOD CONDITION AS DESCRIBED.
 KR1489'THE AZIMUTH MARK WAS
 KR1489'NOT SEARCHED FOR ON THIS VISIT.
 KR1489'
 KR1489'THE DISTANCE MEASUREMENT TO RM 1, CHECKED THE 1935 DATA.  THE
 KR1489'DISTANCE TO RM 2 WAS MEASURED AT 02.271 METERS WHICH IS BETWEEN THE
 KR1489'1935 AND 1958 MEASUREMENTS.  THE PACKING TIME WAS ONE HOUR, FROM
 KR1489'END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0681 ***********************************************************************
 LQ0681  DESIGNATION -  HUMBOLDT
 LQ0681  PID         -  LQ0681
 LQ0681  STATE/COUNTY-  NV/ELKO
 LQ0681  USGS QUAD   -  HUMBOLDT PEAK (1980)
 LQ0681
 LQ0681                         *CURRENT SURVEY CONTROL
 LQ0681  ___________________________________________________________________
 LQ0681* NAD 83(1994)-  40 54 04.71299(N)    115 07 10.92825(W)     ADJUSTED  
 LQ0681* NAVD 88     -      3360.2    (meters)   11024.     (feet)  VERTCON   
 LQ0681  ___________________________________________________________________
 LQ0681  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 LQ0681  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 LQ0681
 LQ0681  HORZ ORDER  -  SECOND
 LQ0681
 LQ0681.The horizontal coordinates were established by classical geodetic methods
 LQ0681.and adjusted by the National Geodetic Survey in June 1998..
 LQ0681
 LQ0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0681
 LQ0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0681
 LQ0681.The geoid height was determined by GEOID03.
 LQ0681
 LQ0681;                    North         East     Units Scale Factor Converg.
 LQ0681;SPC NV E     - 8,682,790.258   239,061.964   MT  0.99991877   +0 18 12.9
 LQ0681;SPC NV E     -28,486,787.70    784,322.46   sFT  0.99991877   +0 18 12.9
 LQ0681;UTM  11      - 4,529,503.411   658,375.668   MT  0.99990873   +1 13 53.0
 LQ0681
 LQ0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0681!SPC NV E     -   0.99947592  x   0.99991877  =   0.99939473
 LQ0681!UTM  11      -   0.99947592  x   0.99990873  =   0.99938470
 LQ0681
 LQ0681:                Primary Azimuth Mark                     Grid Az
 LQ0681:SPC NV E     -  GRAYS                                    004 57 23.1
 LQ0681:UTM  11      -  GRAYS                                    004 01 43.0
 LQ0681
 LQ0681|---------------------------------------------------------------------|
 LQ0681| PID    Reference Object                     Distance      Geod. Az  |
 LQ0681|                                                           dddmmss.s |
 LQ0681| MT0817 GRAYS                               APPROX.13.7 KM 0051536.0 |
 LQ0681| DD6032 HUMBOLDT RM 2                         6.668 METERS 01638     |
 LQ0681| DD6031 HUMBOLDT RM 1                         4.461 METERS 29150     |
 LQ0681|---------------------------------------------------------------------|
 LQ0681
 LQ0681                          SUPERSEDED SURVEY CONTROL
 LQ0681
 LQ0681  NAD 83(1994)-  40 54 04.71258(N)    115 07 10.92509(W) AD(       ) 2
 LQ0681  NAD 83(1986)-  40 54 04.71145(N)    115 07 10.92387(W) AD(       ) 2
 LQ0681  NAD 27      -  40 54 04.98700(N)    115 07 07.75026(W) AD(       ) 2
 LQ0681  NGVD 29 (03/11/99) 3358.8    (m)        11020.     (f) VERT ANG       
 LQ0681
 LQ0681.Superseded values are not recommended for survey control.
 LQ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0681.See file dsdata.txt to determine how the superseded data were derived.
 LQ0681
 LQ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF5837629503(NAD 83)
 LQ0681_MARKER: DS = TRIANGULATION STATION DISK
 LQ0681_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0681_SP_SET: SET IN BEDROCK
 LQ0681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0681+STABILITY: POSITION/ELEVATION WELL
 LQ0681
 LQ0681  HISTORY     - Date     Condition        Report By
 LQ0681  HISTORY     - 1929     MONUMENTED       USGS
 LQ0681  HISTORY     - 1933     GOOD             USGS
 LQ0681  HISTORY     - 1965     GOOD             USGS
 LQ0681  HISTORY     - 1969     GOOD             USGS
 LQ0681  HISTORY     - 1969     GOOD             USGS
 LQ0681
 LQ0681                          STATION DESCRIPTION
 LQ0681
 LQ0681'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 LQ0681'LOCATED ON SUMMIT OF MOST SOUTHERLY OF HIGH PEAKS OF EAST
 LQ0681'HUMBOLDT RANGE, DIRECTLY ABOVE HEAD OF POLE CANYON.
 LQ0681'
 LQ0681'REACH BEST ON FOOT UP POLE CANYON TAKING RIDGE E. UP TO STATION
 LQ0681'WHEN HEAD OF CANYON IS REACHED.  POLE CANYON CREEK EMPTIES INTO
 LQ0681'RUBY VALLEY AT HELTH RANCH (NOW OWNED BY NEFF) WHICH IS AT WEST
 LQ0681'END OF SECRET PASS RD.
 LQ0681'
 LQ0681'STATION MARK--STANDARD TABLET STAMPED---LGS 1929---, IN BEDROCK.
 LQ0681'
 LQ0681'RM 1--STANDARD RM TABLET STAMPED---LGS 1929---, IN BEDROCK.
 LQ0681
 LQ0681                          STATION RECOVERY (1933)
 LQ0681
 LQ0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 LQ0681'RECOVERED AS DESCRIBED BY USGS.  STATION CAN ALSO BE REACHED FROM
 LQ0681'CHARLES WELLS RANCH AT MOUTH OF BOULDER CANYON BY TRAIL TO
 LQ0681'BOULDER LAKE THEN UP RIDGE SOUTHWESTERLY TO STATION.  A CAIRN IS
 LQ0681'NEAR STATION.
 LQ0681
 LQ0681                          STATION RECOVERY (1965)
 LQ0681
 LQ0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (CAA)
 LQ0681'THE STATION IS LOCATED ON AN 11000 FOOT MOUNTAIN IN THE EAST
 LQ0681'HUMBOLDT RANGE.  IT IS 17 MILES SOUTH-SOUTHWEST OF WELLS, 35
 LQ0681'MILES EAST-NORTHEAST OF ELKO, 9 MILES NORTH-NORTHEAST OF
 LQ0681'SECRET PASS, 5 MILES WEST OF U.S. HIGHWAY 93 AND ABOUT 1/2 MILE
 LQ0681'SOUTH OF TWO SMALL LAKES.
 LQ0681'
 LQ0681'THE STATION MARK IS A USGS TRIANGULATION STATION DISK STAMPED
 LQ0681'LGS 1929.  IT IS SET IN A DRILL HOLE IN BEDROCK ON THE HIGHEST
 LQ0681'POINT IN THE VICINITY.  IT IS 3 FEET SOUTHEAST OF A 4 FOOT
 LQ0681'CAIRN.
 LQ0681'
 LQ0681'REFERENCE MARK 1, IS A USGS REFERENCE MARK DISK SET IN A DRILL
 LQ0681'HOLE IN BEDROCK.  IT IS 8.3 FEET WEST OF THE CAIRN AND ABOUT
 LQ0681'2 FEET LOWER THAN THE STATION.  THE MARK IS NOT STAMPED.
 LQ0681'
 LQ0681'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HUMBOLDT USGS NO
 LQ0681'2 1965.  IT IS SET IN A DRILL HOLE IN BEDROCK WHICH IS ABOUT
 LQ0681'4 FEET LOWER THAN THE STATION.  IT IS 18 FEET NORTHEAST OF
 LQ0681'THE CAIRN AND ABOUT 4 FEET WEST OF THE EAST EDGE OF THE CLIFF.
 LQ0681'
 LQ0681'THE STATION WAS VISITED BY HELICOPTER.  IT WOULD APPEAR TO
 LQ0681'BE VERY DIFFICULT IF NOT IMPOSSIBLE TO PACK TO THIS STATION.
 LQ0681'
 LQ0681'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LQ0681
 LQ0681                          STATION RECOVERY (1969)
 LQ0681
 LQ0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LQ0681'RECOVERED AS DESCRIBED BY USGS.  STATION REACHED BY HELICOPTER.
 LQ0681'RECOVERED BY NGS IN 1965.
 LQ0681'
 LQ0681'RM 2--NGS DISK STAMPED---HUMBOLDT USGS NO 2 1965---, IN DRILL HOLE
 LQ0681'IN BEDROCK, ABOUT 4 FT LOWER THAN STATION MARK, 18 FT NE. OF
 LQ0681'CAIRN, ABOUT 4 FT W. OF EAST EDGE OF CLIFF.
 LQ0681
 LQ0681                          STATION RECOVERY (1969)
 LQ0681
 LQ0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LQ0681'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-1 STATION 1013.
 LQ0681'STATION MARK--STANDARD TABLET STAMPED---LGS 1929---SET IN A DRILL HOLE
 LQ0681'IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0547 ***********************************************************************
 LR0547  DESIGNATION -  HUMBOLDT NORTH BASE RM 2
 LR0547  PID         -  LR0547
 LR0547  STATE/COUNTY-  NV/HUMBOLDT
 LR0547  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0547
 LR0547                         *CURRENT SURVEY CONTROL
 LR0547  ___________________________________________________________________
 LR0547* NAD 83(1986)-  40 59 20.     (N)    117 42 57.     (W)     SCALED    
 LR0547* NAVD 88     -      1320.551  (meters)    4332.51   (feet)  ADJUSTED  
 LR0547  ___________________________________________________________________
 LR0547  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 LR0547  DYNAMIC HT  -        1319.548 (meters)    4329.22  (feet)  COMP
 LR0547  MODELED GRAV-     979,818.9   (mgal)                       NAVD 88
 LR0547
 LR0547  VERT ORDER  -  FIRST     CLASS II
 LR0547
 LR0547.The horizontal coordinates were scaled from a topographic map and have
 LR0547.an estimated accuracy of +/- 6 seconds.
 LR0547
 LR0547.The orthometric height was determined by differential leveling
 LR0547.and adjusted by the National Geodetic Survey in June 1991..
 LR0547
 LR0547.The geoid height was determined by GEOID03.
 LR0547
 LR0547.The dynamic height is computed by dividing the NAVD 88
 LR0547.geopotential number by the normal gravity value computed on the
 LR0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0547.degrees latitude (g = 980.6199 gals.).
 LR0547
 LR0547.The modeled gravity was interpolated from observed gravity values.
 LR0547
 LR0547;                    North         East    Units  Estimated Accuracy
 LR0547;SPC NV W     - 4,692,770.      872,990.      MT  (+/- 180 meters Scaled)
 LR0547
 LR0547                          SUPERSEDED SURVEY CONTROL
 LR0547
 LR0547  NGVD 29 (??/??/92) 1319.52   (m)         4329.1    (f) COMPUTED    1 2
 LR0547
 LR0547.Superseded values are not recommended for survey control.
 LR0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0547.See file dsdata.txt to determine how the superseded data were derived.
 LR0547
 LR0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF397377(NAD 83)
 LR0547_MARKER: DR = REFERENCE MARK DISK
 LR0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0547_STAMPING: HUMBOLDT NORTH BASE NO 2 1946
 LR0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0547+STABILITY: SURFACE MOTION
 LR0547
 LR0547  HISTORY     - Date     Condition        Report By
 LR0547  HISTORY     - 1946     MONUMENTED       CGS
 LR0547  HISTORY     - 1953     GOOD             NGS
 LR0547
 LR0547                          STATION DESCRIPTION
 LR0547
 LR0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0547'1.6 MI NE FROM WINNEMUCCA.
 LR0547'1.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0547'THE STATION AT WINNEMUCCA, 158 1/2 FEET WEST OF THE FOURTH POLE
 LR0547'SOUTHWEST OF MILEPOLE 419, 205 FEET SOUTHWEST OF A FENCE CORNER, 198
 LR0547'1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 190.2 FEET SOUTHEAST OF
 LR0547'TRIANGULATION STATION HUMBOLDT NORTH BASE, 0.8 FOOT NORTHWEST OF A
 LR0547'FENCE, 2.0 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 LR0547'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 LR0547'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0548 ***********************************************************************
 LR0548  DESIGNATION -  HUMBOLDT NORTH BASE
 LR0548  PID         -  LR0548
 LR0548  STATE/COUNTY-  NV/HUMBOLDT
 LR0548  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0548
 LR0548                         *CURRENT SURVEY CONTROL
 LR0548  ___________________________________________________________________
 LR0548* NAD 83(1994)-  40 59 20.02829(N)    117 42 57.58840(W)     ADJUSTED  
 LR0548* NAVD 88     -      1320.287  (meters)    4331.64   (feet)  ADJUSTED  
 LR0548  ___________________________________________________________________
 LR0548  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 LR0548  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 LR0548  DYNAMIC HT  -        1319.284 (meters)    4328.35  (feet)  COMP
 LR0548  MODELED GRAV-     979,818.9   (mgal)                       NAVD 88
 LR0548
 LR0548  HORZ ORDER  -  FIRST
 LR0548  VERT ORDER  -  FIRST     CLASS II
 LR0548
 LR0548.The horizontal coordinates were established by classical geodetic methods
 LR0548.and adjusted by the National Geodetic Survey in June 1998..
 LR0548
 LR0548.The orthometric height was determined by differential leveling
 LR0548.and adjusted by the National Geodetic Survey in June 1991..
 LR0548
 LR0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0548
 LR0548.The geoid height was determined by GEOID03.
 LR0548
 LR0548.The dynamic height is computed by dividing the NAVD 88
 LR0548.geopotential number by the normal gravity value computed on the
 LR0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0548.degrees latitude (g = 980.6199 gals.).
 LR0548
 LR0548.The modeled gravity was interpolated from observed gravity values.
 LR0548
 LR0548;                    North         East     Units Scale Factor Converg.
 LR0548;SPC NV W     - 4,692,774.978   872,978.863   MT  0.99996553   +0 34 08.1
 LR0548;SPC NV W     -15,396,212.57  2,864,098.15   sFT  0.99996553   +0 34 08.1
 LR0548;UTM  11      - 4,537,771.331   439,773.249   MT  0.99964464   -0 28 10.7
 LR0548
 LR0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0548!SPC NV W     -   0.99979616  x   0.99996553  =   0.99976169
 LR0548!UTM  11      -   0.99979616  x   0.99964464  =   0.99944087
 LR0548
 LR0548|---------------------------------------------------------------------|
 LR0548| PID    Reference Object                     Distance      Geod. Az  |
 LR0548|                                                           dddmmss.s |
 LR0548| LR0549 HUMBOLDT NORTH BASE RM 1             58.826 METERS 09901     |
 LR0548| LR0547 HUMBOLDT NORTH BASE RM 2             57.967 METERS 15001     |
 LR0548| LR0545 AIR                                 APPROX. 1.5 KM 1955835.9 |
 LR0548|---------------------------------------------------------------------|
 LR0548
 LR0548                          SUPERSEDED SURVEY CONTROL
 LR0548
 LR0548  NAD 83(1986)-  40 59 20.03341(N)    117 42 57.58278(W) AD(       ) 1
 LR0548  NAD 27      -  40 59 20.38400(N)    117 42 54.12000(W) AD(       ) 1
 LR0548  NGVD 29 (??/??/92) 1319.25   (m)         4328.2    (f) COMPUTED    1 2
 LR0548
 LR0548.Superseded values are not recommended for survey control.
 LR0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0548.See file dsdata.txt to determine how the superseded data were derived.
 LR0548
 LR0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF3977337771(NAD 83)
 LR0548_MARKER: DS = TRIANGULATION STATION DISK
 LR0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0548_STAMPING: HUMBOLDT NORTH BASE 1946
 LR0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0548+STABILITY: SURFACE MOTION
 LR0548
 LR0548  HISTORY     - Date     Condition        Report By
 LR0548  HISTORY     - 1946     MONUMENTED       CGS
 LR0548  HISTORY     - 1953     GOOD             CGS
 LR0548  HISTORY     - 1953     GOOD             NGS
 LR0548  HISTORY     - 1957     GOOD             CGS
 LR0548
 LR0548                          STATION DESCRIPTION
 LR0548
 LR0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 LR0548'THE STATION IS LOCATED ON A SAGE BRUSH-COVERED FLAT, ABOUT
 LR0548'1-1/2 MILE NORTHEAST OF WINNEMUCCA, 1/2 MILE NORTHEAST THE
 LR0548'STOCKYARDS, 0.2 MILE SOUTH OF THE WESTERN PACIFIC RAILROAD
 LR0548'TRACKS, AND 170 FEET NORTH OF THE RIGHT-OF-WAY FENCE OF THE
 LR0548'SOUTHERN PACIFIC RAILROAD.
 LR0548'
 LR0548'THE STATION MARK IS A STANDARD DISC SET IN THE TOP OF AN 8 INCH
 LR0548'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS STAMPED
 LR0548'HUMBOLDT NORTH BASE 1946, IS 6.4 FT. SOUTH OF A 4 INCH SQUARE
 LR0548'WHITE WITNESS POST WHICH PROJECTS APPROXIMATELY 3 FEET.
 LR0548'
 LR0548'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN THE TOP OF AN
 LR0548'8 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 LR0548'1 FOOT NORTH OF A FENCE LINE AND ABOUT THE SAME ELEVATION AS
 LR0548'THE STATION MARK.  IT IS STAMPED HUMBOLDT NORTH BASE NO 1 1946.
 LR0548'
 LR0548'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN THE TOP OF AN
 LR0548'8 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES, IS 1.5
 LR0548'FOOT NORTH OF A FENCE LINE, AND IS APPROXIMATELY THE SAME
 LR0548'ELEVATION AS THE STATION MARK.  IT IS STAMPED HUMBOLDT NORTH
 LR0548'BASE NO 2 1946.
 LR0548'
 LR0548'STATION AIR 1940 MAY BE USED FOR AN AZIMUTH MARK.
 LR0548'
 LR0548'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 LR0548'NO. 95 AND NO. 40 IN WINNEMUCCA GO NORTHEAST ON U.S. HIGHWAY
 LR0548'NO. 40 FOR 0.55 MILE.  TURN LEFT JUST BEYOND A CURVE IN THE
 LR0548'HIGHWAY AT SIGN MUNICIPAL SWIMMING POOL, AND GO 0.3 MILE,
 LR0548'KEEPING TO LEFT OF STOCK YARDS, THENCE PASS BETWEEN RAILROAD
 LR0548'TRACKS AND AN OLD CONCRETE BUILDING FOR 0.1 MILE.  CONTINUE ON
 LR0548'A TRACK ROAD ALONG THE LEFT SIDE OF THE RAILROAD RIGHT-OF-WAY
 LR0548'FOR 0.7 MILE TO THE STATION.  A DRIVE STATION.
 LR0548
 LR0548                          STATION RECOVERY (1953)
 LR0548
 LR0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFW)
 LR0548'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 LR0548'AS DESCRIBED ON LITHO LIST 920, VICINITY OF WINNEMUCCA, NEVADA.
 LR0548
 LR0548                          STATION RECOVERY (1953)
 LR0548
 LR0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 LR0548'1.6 MI NE FROM WINNEMUCCA.
 LR0548'1.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0548'THE STATION AT WINNEMUCCA, 4 POLES SOUTHWEST OF MILEPOLE 419, 369.7
 LR0548'FEET NORTHWEST OF THE NORTHWEST RAIL, 190.2 FEET NORTHWEST OF HUMBOLDT
 LR0548'NORTH BASE R.M. 2, 193.0 FEET WEST OF HUMBOLDT NORTH BASE R.M. 1, 79
 LR0548'FEET WEST OF A POWER LINE POLE, 6.1 FEET EAST OF A WITNESS POST, ABOUT
 LR0548'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LR0548'0.1 FOOT ABOVE THE GROUND.
 LR0548
 LR0548                          STATION RECOVERY (1957)
 LR0548
 LR0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LR0548'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0549 ***********************************************************************
 LR0549  DESIGNATION -  HUMBOLDT NORTH BASE RM 1
 LR0549  PID         -  LR0549
 LR0549  STATE/COUNTY-  NV/HUMBOLDT
 LR0549  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0549
 LR0549                         *CURRENT SURVEY CONTROL
 LR0549  ___________________________________________________________________
 LR0549* NAD 83(1986)-  40 59 20.     (N)    117 42 57.     (W)     SCALED    
 LR0549* NAVD 88     -      1320.908  (meters)    4333.68   (feet)  ADJUSTED  
 LR0549  ___________________________________________________________________
 LR0549  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 LR0549  DYNAMIC HT  -        1319.904 (meters)    4330.39  (feet)  COMP
 LR0549  MODELED GRAV-     979,818.9   (mgal)                       NAVD 88
 LR0549
 LR0549  VERT ORDER  -  FIRST     CLASS II
 LR0549
 LR0549.The horizontal coordinates were scaled from a topographic map and have
 LR0549.an estimated accuracy of +/- 6 seconds.
 LR0549
 LR0549.The orthometric height was determined by differential leveling
 LR0549.and adjusted by the National Geodetic Survey in June 1991..
 LR0549
 LR0549.The geoid height was determined by GEOID03.
 LR0549
 LR0549.The dynamic height is computed by dividing the NAVD 88
 LR0549.geopotential number by the normal gravity value computed on the
 LR0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0549.degrees latitude (g = 980.6199 gals.).
 LR0549
 LR0549.The modeled gravity was interpolated from observed gravity values.
 LR0549
 LR0549;                    North         East    Units  Estimated Accuracy
 LR0549;SPC NV W     - 4,692,770.      872,990.      MT  (+/- 180 meters Scaled)
 LR0549
 LR0549                          SUPERSEDED SURVEY CONTROL
 LR0549
 LR0549  NGVD 29 (??/??/92) 1319.87   (m)         4330.3    (f) COMPUTED    1 2
 LR0549
 LR0549.Superseded values are not recommended for survey control.
 LR0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0549.See file dsdata.txt to determine how the superseded data were derived.
 LR0549
 LR0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF397377(NAD 83)
 LR0549_MARKER: DR = REFERENCE MARK DISK
 LR0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0549_STAMPING: HUMBOLDT NORTH BASE NO 1 1946
 LR0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0549+STABILITY: SURFACE MOTION
 LR0549
 LR0549  HISTORY     - Date     Condition        Report By
 LR0549  HISTORY     - 1946     MONUMENTED       CGS
 LR0549  HISTORY     - 1953     GOOD             NGS
 LR0549
 LR0549                          STATION DESCRIPTION
 LR0549
 LR0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0549'1.6 MI NE FROM WINNEMUCCA.
 LR0549'1.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0549'THE STATION AT WINNEMUCCA, 152 FEET WEST OF THE THIRD POLE SOUTHWEST
 LR0549'OF MILEPOLE 419, 200.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 193.0
 LR0549'FEET EAST OF TRIANGULATION STATION HUMBOLDT NORTH BASE, 43 FEET
 LR0549'SOUTHWEST OF A FENCE CORNER, 0.9 FOOT NORTHWEST OF A FENCE, 1.8 FEET
 LR0549'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 LR0549'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0540 ***********************************************************************
 LR0540  DESIGNATION -  HUMBOLDT SOUTH BASE
 LR0540  PID         -  LR0540
 LR0540  STATE/COUNTY-  NV/HUMBOLDT
 LR0540  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0540
 LR0540                         *CURRENT SURVEY CONTROL
 LR0540  ___________________________________________________________________
 LR0540* NAD 83(1994)-  40 57 35.51017(N)    117 42 57.46256(W)     ADJUSTED  
 LR0540* NAVD 88     -      1391.049  (meters)    4563.80   (feet)  ADJUSTED  
 LR0540  ___________________________________________________________________
 LR0540  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 LR0540  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 LR0540  DYNAMIC HT  -        1389.984 (meters)    4560.31  (feet)  COMP
 LR0540  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 LR0540
 LR0540  HORZ ORDER  -  FIRST
 LR0540  VERT ORDER  -  FIRST     CLASS II
 LR0540
 LR0540.The horizontal coordinates were established by classical geodetic methods
 LR0540.and adjusted by the National Geodetic Survey in June 1998..
 LR0540
 LR0540.The orthometric height was determined by differential leveling
 LR0540.and adjusted by the National Geodetic Survey in June 1991..
 LR0540
 LR0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0540
 LR0540.The geoid height was determined by GEOID03.
 LR0540
 LR0540.The dynamic height is computed by dividing the NAVD 88
 LR0540.geopotential number by the normal gravity value computed on the
 LR0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0540.degrees latitude (g = 980.6199 gals.).
 LR0540
 LR0540.The modeled gravity was interpolated from observed gravity values.
 LR0540
 LR0540;                    North         East     Units Scale Factor Converg.
 LR0540;SPC NV W     - 4,689,551.084   873,013.809   MT  0.99996559   +0 34 07.0
 LR0540;SPC NV W     -15,385,635.51  2,864,212.81   sFT  0.99996559   +0 34 07.0
 LR0540;UTM  11      - 4,534,548.368   439,749.779   MT  0.99964468   -0 28 09.7
 LR0540
 LR0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0540!SPC NV W     -   0.99978506  x   0.99996559  =   0.99975066
 LR0540!UTM  11      -   0.99978506  x   0.99964468  =   0.99942982
 LR0540
 LR0540:                Primary Azimuth Mark                     Grid Az
 LR0540:SPC NV W     -  WINNEMUCCA RADIO STA KWNA MAST           016 36 35.3
 LR0540:UTM  11      -  WINNEMUCCA RADIO STA KWNA MAST           017 38 52.0
 LR0540
 LR0540|---------------------------------------------------------------------|
 LR0540| PID    Reference Object                     Distance      Geod. Az  |
 LR0540|                                                           dddmmss.s |
 LR0540| LR0863 WINNEMUCCA RADIO STA KWNA MAST      APPROX. 0.6 KM 0171042.3 |
 LR0540| LR0541 HUMBOLDT SOUTH BASE RM 1             27.664 METERS 02747     |
 LR0540| LR0542 HUMBOLDT SOUTH BASE RM 2             18.685 METERS 06651     |
 LR0540| LR0545 AIR                                 APPROX. 1.8 KM 3462531.6 |
 LR0540|---------------------------------------------------------------------|
 LR0540
 LR0540                          SUPERSEDED SURVEY CONTROL
 LR0540
 LR0540  NAD 83(1986)-  40 57 35.51550(N)    117 42 57.45698(W) AD(       ) 1
 LR0540  NAD 27      -  40 57 35.86500(N)    117 42 53.99400(W) AD(       ) 1
 LR0540  NGVD 29 (??/??/92) 1390.00   (m)         4560.4    (f) COMPUTED    1 2
 LR0540
 LR0540.Superseded values are not recommended for survey control.
 LR0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0540.See file dsdata.txt to determine how the superseded data were derived.
 LR0540
 LR0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF3975034548(NAD 83)
 LR0540_MARKER: DS = TRIANGULATION STATION DISK
 LR0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0540_STAMPING: HUMBOLDT SOUTH BASE 1946
 LR0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0540+STABILITY: SURFACE MOTION
 LR0540
 LR0540  HISTORY     - Date     Condition        Report By
 LR0540  HISTORY     - 1946     MONUMENTED       CGS
 LR0540  HISTORY     - 1953     GOOD             CGS
 LR0540  HISTORY     - 1953     GOOD             NGS
 LR0540  HISTORY     - 1957     GOOD             CGS
 LR0540
 LR0540                          STATION DESCRIPTION
 LR0540
 LR0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 LR0540'LOCATED AT THE SOUTHEAST CORNER OF THE TOWN OF WINNEMUCCA
 LR0540'AND IS IDENTICAL WITH THE SOUTHEAST BOUNDARY CORNER OF THE
 LR0540'TOWN WHICH CONSISTED OF A REESTABLSIHED SECTION CORNER PIPE.
 LR0540'PIPE WAS REPLACED BY A STANDARD STATION DISK SET IN AN EIGHT
 LR0540'INCH CONCRETE POST.  PROJECTS ABOUT 3 INCHES ABOVE
 LR0540'THE IMMEDIATE GROUND LEVEL.  IT IS ABOUT 60 FEET WEST-SOUTHWEST
 LR0540'OF A POWER-POLE NO 30674, IS ABOUT 16 FEET WEST OF THE
 LR0540'CENTERLINE OF A DIM TRACK ROAD AND ABOUT 9 FEET EAST OF A WHITE
 LR0540'REFERENCE POST.
 LR0540'
 LR0540'R.M. NO 1 IS 91 FEET NORTHEAST OF THE STATION AND SET IN AN
 LR0540'EIGHT INCH SQUARE CONCRETE POST.  PROJECTS ABOUT
 LR0540'2 INCHES ABOVE THE IMMEDIATE GROUND LEVEL. IT IS ABOUT ONE FOOT
 LR0540'WEST OF A WEST FENCE WHICH SURROUNDS A GARDEN.  IT IS ABOUT
 LR0540'ONE FOOT WEST OF A WEST FENCE WHICH SURROUNDS A GARDEN.  IT IS
 LR0540'ABOUT 50 FEET NORTH OF THE SOUTHWEST CORNER OF THE GARDEN.
 LR0540'STAMPED HUMBOLDT SOUTH BASE NO 1 1946.
 LR0540'
 LR0540'R.M. NO 2 IS ABOUT 61 FEET EAST-NORTHEAST OF THE STATION
 LR0540'AND IS A STANDARD REFERENCE MARK SET IN AN EIGHT INCH SQUARE
 LR0540'CONCRETE POST.  PROJECTS ABOUT 4 INCHES ABOVE THE
 LR0540'IMMEDIATE GROUND LEVEL.  STAMPED HUMBOLDT SOUTH BASE NO 2 1946.
 LR0540'
 LR0540'AZIMUTH MARK IS HUMBOLDT NORTH BASE.
 LR0540'
 LR0540'REACHED FROM THE COURT-HOUSE IN WINNEMUCCA BY GOING EAST ON
 LR0540'BRIDGE STREET FOR 105 MILES TO HIGHLAND DRIVE, TURN
 LR0540'RIGHT ON HIGHLAND DRIVE AND GO 0.35 MILE TO STATION ON THE
 LR0540'RIGHT.  HIGHLAND DRIVE IS THE DIM TRACK ROAD REFERRED TO IN THE
 LR0540'MAIN BODY OF THE DESCRPTIONS.
 LR0540'
 LR0540'OBSERVATIONS WERE MADE FROM A EIGHT FOOT STAND.
 LR0540
 LR0540                          STATION RECOVERY (1953)
 LR0540
 LR0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFW)
 LR0540'THE STATION AND REFERENCE MARKS WERE RECOVERD IN GOOD CONDITION
 LR0540'AS DESCRIBED.
 LR0540
 LR0540                          STATION RECOVERY (1953)
 LR0540
 LR0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 LR0540'IN WINNEMUCCA.
 LR0540'AT THE SOUTHEAST CORNER OF WINNEMUCCA, 1.0 MILE SOUTHEAST ALONG BRIDGE
 LR0540'STREET FROM THE COUNTY COURTHOUSE, THENCE 0.4 MILE SOUTH ALONG
 LR0540'HIGHLAND DRIVE, 90.9 FEET SOUTHWEST OF HUMBOLDT SOUTH BASE R.M. 1,
 LR0540'61.3 FEET WEST-SOUTHWEST OF HUMBOLDT SOUTH BASE R.M. 2, 53 FEET
 LR0540'SOUTHWEST OF THE SOUTHWEST CORNER OF A FENCE AROUND A HOUSE, 19 1/2
 LR0540'FEET EAST OF THE CENTER LINE OF THE DRIVE, 7.7 FEET EAST OF A WITNESS
 LR0540'POST, ABOUT LEVEL WITH THE DRIVE, AND SET IN THE TOP OF A CONCRETE
 LR0540'POST FLUSH WITH THE GROUND.
 LR0540
 LR0540                          STATION RECOVERY (1957)
 LR0540
 LR0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LR0540'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 LR0540'DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0541 ***********************************************************************
 LR0541  DESIGNATION -  HUMBOLDT SOUTH BASE RM 1
 LR0541  PID         -  LR0541
 LR0541  STATE/COUNTY-  NV/HUMBOLDT
 LR0541  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0541
 LR0541                         *CURRENT SURVEY CONTROL
 LR0541  ___________________________________________________________________
 LR0541* NAD 83(1986)-  40 57 35.     (N)    117 42 56.     (W)     SCALED    
 LR0541* NAVD 88     -      1391.364  (meters)    4564.83   (feet)  ADJUSTED  
 LR0541  ___________________________________________________________________
 LR0541  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 LR0541  DYNAMIC HT  -        1390.299 (meters)    4561.34  (feet)  COMP
 LR0541  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 LR0541
 LR0541  VERT ORDER  -  FIRST     CLASS II
 LR0541
 LR0541.The horizontal coordinates were scaled from a topographic map and have
 LR0541.an estimated accuracy of +/- 6 seconds.
 LR0541
 LR0541.The orthometric height was determined by differential leveling
 LR0541.and adjusted by the National Geodetic Survey in June 1991..
 LR0541
 LR0541.The geoid height was determined by GEOID03.
 LR0541
 LR0541.The dynamic height is computed by dividing the NAVD 88
 LR0541.geopotential number by the normal gravity value computed on the
 LR0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0541.degrees latitude (g = 980.6199 gals.).
 LR0541
 LR0541.The modeled gravity was interpolated from observed gravity values.
 LR0541
 LR0541;                    North         East    Units  Estimated Accuracy
 LR0541;SPC NV W     - 4,689,540.      873,050.      MT  (+/- 180 meters Scaled)
 LR0541
 LR0541                          SUPERSEDED SURVEY CONTROL
 LR0541
 LR0541  NGVD 29 (??/??/92) 1390.32   (m)         4561.4    (f) COMPUTED    1 2
 LR0541
 LR0541.Superseded values are not recommended for survey control.
 LR0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0541.See file dsdata.txt to determine how the superseded data were derived.
 LR0541
 LR0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF397345(NAD 83)
 LR0541_MARKER: DR = REFERENCE MARK DISK
 LR0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0541_STAMPING: HUMBOLDT SOUTH BASE NO 1 1946
 LR0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0541+STABILITY: SURFACE MOTION
 LR0541
 LR0541  HISTORY     - Date     Condition        Report By
 LR0541  HISTORY     - 1946     MONUMENTED       CGS
 LR0541  HISTORY     - 1953     GOOD             NGS
 LR0541
 LR0541                          STATION DESCRIPTION
 LR0541
 LR0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0541'IN WINNEMUCCA.
 LR0541'AT THE SOUTHEAST CORNER OF WINNEMUCCA, 1.0 MILE SOUTHEAST ALONG BRIDGE
 LR0541'STREET FROM THE COUNTY COURTHOUSE, THENCE 0.4 MILE SOUTH ALONG
 LR0541'HIGHLAND DRIVE, 90.9 FEET NORTHEAST OF TRIANGULATION STATION HUMBOLDT
 LR0541'SOUTH BASE, 55.8 FEET NORTH-NORTHWEST OF HUMBOLDT SOUTH BASE R.M. 2,
 LR0541'50.6 FEET NORTH OF THE SOUTHWEST CORNER OF A FENCE AROUND A HOUSE, 41
 LR0541'FEET EAST OF THE CENTER LINE OF THE DRIVE, ABOUT 1 FOOT HIGHER THAN
 LR0541'THE DRIVE, 1.0 FOOT WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 LR0541'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0542 ***********************************************************************
 LR0542  DESIGNATION -  HUMBOLDT SOUTH BASE RM 2
 LR0542  PID         -  LR0542
 LR0542  STATE/COUNTY-  NV/HUMBOLDT
 LR0542  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0542
 LR0542                         *CURRENT SURVEY CONTROL
 LR0542  ___________________________________________________________________
 LR0542* NAD 83(1986)-  40 57 35.     (N)    117 42 56.     (W)     SCALED    
 LR0542* NAVD 88     -      1391.774  (meters)    4566.18   (feet)  ADJUSTED  
 LR0542  ___________________________________________________________________
 LR0542  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 LR0542  DYNAMIC HT  -        1390.708 (meters)    4562.68  (feet)  COMP
 LR0542  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 LR0542
 LR0542  VERT ORDER  -  FIRST     CLASS II
 LR0542
 LR0542.The horizontal coordinates were scaled from a topographic map and have
 LR0542.an estimated accuracy of +/- 6 seconds.
 LR0542
 LR0542.The orthometric height was determined by differential leveling
 LR0542.and adjusted by the National Geodetic Survey in June 1991..
 LR0542
 LR0542.The geoid height was determined by GEOID03.
 LR0542
 LR0542.The dynamic height is computed by dividing the NAVD 88
 LR0542.geopotential number by the normal gravity value computed on the
 LR0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0542.degrees latitude (g = 980.6199 gals.).
 LR0542
 LR0542.The modeled gravity was interpolated from observed gravity values.
 LR0542
 LR0542;                    North         East    Units  Estimated Accuracy
 LR0542;SPC NV W     - 4,689,540.      873,050.      MT  (+/- 180 meters Scaled)
 LR0542
 LR0542                          SUPERSEDED SURVEY CONTROL
 LR0542
 LR0542  NGVD 29 (??/??/92) 1390.73   (m)         4562.8    (f) COMPUTED    1 2
 LR0542
 LR0542.Superseded values are not recommended for survey control.
 LR0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0542.See file dsdata.txt to determine how the superseded data were derived.
 LR0542
 LR0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF397345(NAD 83)
 LR0542_MARKER: DB = BENCH MARK DISK
 LR0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0542_STAMPING: HUMBOLDT SOUTH BASE NO 2 1946
 LR0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0542+STABILITY: SURFACE MOTION
 LR0542
 LR0542  HISTORY     - Date     Condition        Report By
 LR0542  HISTORY     - 1946     MONUMENTED       CGS
 LR0542  HISTORY     - 1953     GOOD             NGS
 LR0542
 LR0542                          STATION DESCRIPTION
 LR0542
 LR0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0542'IN WINNEMUCCA.
 LR0542'AT THE SOUTHEAST CORNER OF WINNEMUCCA, 1.0 MILE SOUTHEAST ALONG BRIDGE
 LR0542'STREET FROM THE COUNTY COURTHOUSE, THENCE 0.4 MILE SOUTH ALONG
 LR0542'HIGHLAND DRIVE, 72 FEET EAST OF THE CENTER LINE OF THE DRIVE, 61.3
 LR0542'FEET EAST-NORTHEAST OF TRIANGULATION STATION HUMBOLDT SOUTH BASE, 6.8
 LR0542'FEET SOUTH OF A FENCE AROUND A HOUSE, 1.8 FEET NORTH OF POWER LINE
 LR0542'POLE 30674, ABOUT 1/2 FOOT HIGHER THAN THE DRIVE, AND SET IN THE TOP
 LR0542'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0133 ***********************************************************************
 HQ0133  DESIGNATION -  HUMP
 HQ0133  PID         -  HQ0133
 HQ0133  STATE/COUNTY-  NV/NYE
 HQ0133  USGS QUAD   -  REEDS RANCH (1987)
 HQ0133
 HQ0133                         *CURRENT SURVEY CONTROL
 HQ0133  ___________________________________________________________________
 HQ0133* NAD 83(1994)-  37 53 46.27865(N)    116 45 19.50188(W)     ADJUSTED  
 HQ0133* NAVD 88     -      1686.298  (meters)    5532.46   (feet)  ADJUSTED  
 HQ0133  ___________________________________________________________________
 HQ0133  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 HQ0133  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 HQ0133  DYNAMIC HT  -        1684.424 (meters)    5526.31  (feet)  COMP
 HQ0133  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 HQ0133
 HQ0133  HORZ ORDER  -  FIRST
 HQ0133  VERT ORDER  -  FIRST     CLASS II
 HQ0133
 HQ0133.The horizontal coordinates were established by classical geodetic methods
 HQ0133.and adjusted by the National Geodetic Survey in June 1998..
 HQ0133
 HQ0133.The orthometric height was determined by differential leveling
 HQ0133.and adjusted by the National Geodetic Survey in June 1991..
 HQ0133
 HQ0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0133
 HQ0133.The geoid height was determined by GEOID03.
 HQ0133
 HQ0133.The dynamic height is computed by dividing the NAVD 88
 HQ0133.geopotential number by the normal gravity value computed on the
 HQ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0133.degrees latitude (g = 980.6199 gals.).
 HQ0133
 HQ0133.The modeled gravity was interpolated from observed gravity values.
 HQ0133
 HQ0133;                    North         East     Units Scale Factor Converg.
 HQ0133;SPC NV C     - 6,349,085.884   492,194.627   MT  0.99990075   -0 03 16.2
 HQ0133;SPC NV C     -20,830,292.60  1,614,808.54   sFT  0.99990075   -0 03 16.2
 HQ0133;UTM  11      - 4,194,325.214   521,503.969   MT  0.99960570   +0 09 00.8
 HQ0133
 HQ0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0133!SPC NV C     -   0.99973941  x   0.99990075  =   0.99964018
 HQ0133!UTM  11      -   0.99973941  x   0.99960570  =   0.99934521
 HQ0133
 HQ0133|---------------------------------------------------------------------|
 HQ0133| PID    Reference Object                     Distance      Geod. Az  |
 HQ0133|                                                           dddmmss.s |
 HQ0133| HQ0132 P 372                                15.077 METERS 10838     |
 HQ0133| HQ0038 CONTRAVES 13                        APPROX.10.4 KM 1250331.4 |
 HQ0133| HQ0134 HUMP RM 1                            13.777 METERS 20354     |
 HQ0133|---------------------------------------------------------------------|
 HQ0133
 HQ0133                          SUPERSEDED SURVEY CONTROL
 HQ0133
 HQ0133  NAD 83(1992)-  37 53 46.27551(N)    116 45 19.50993(W) AD(       ) 1
 HQ0133  NAD 83(1986)-  37 53 46.27544(N)    116 45 19.50997(W) AD(       ) 1
 HQ0133  NAD 27      -  37 53 46.50545(N)    116 45 16.27744(W) AD(       ) 1
 HQ0133  NGVD 29 (07/19/86) 1685.20   (m)         5528.9    (f) LEVELING    3  
 HQ0133
 HQ0133.Superseded values are not recommended for survey control.
 HQ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0133.See file dsdata.txt to determine how the superseded data were derived.
 HQ0133
 HQ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2150494325(NAD 83)
 HQ0133_MARKER: DB = BENCH MARK DISK
 HQ0133_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0133_SP_SET: ROCK OUTCROP
 HQ0133_STAMPING: HUMP 1968
 HQ0133_MARK LOGO: CGS   
 HQ0133_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0133+STABILITY: POSITION/ELEVATION WELL
 HQ0133
 HQ0133  HISTORY     - Date     Condition        Report By
 HQ0133  HISTORY     - 1968     MONUMENTED       CGS
 HQ0133  HISTORY     - 1968     GOOD             CGS
 HQ0133  HISTORY     - 19920623 GOOD             LOCENG
 HQ0133
 HQ0133                          STATION DESCRIPTION
 HQ0133
 HQ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0133'THE STATION IS LOCATED ABOUT 1/2 MILE NORTH OF THE NORTH
 HQ0133'EDGE OF THE TONOPAH TEST RANGE, WHICH IS ABOUT 30 MILES SOUTHEAST
 HQ0133'OF TONOPAH.  IT IS 7-1/2 MILES NORTH OF THE TEST RANGE HEADQUARTERS
 HQ0133'AND 1 MILE NORTHEAST OF THE MAIN GUARD GATE, WHICH IS KNOWN
 HQ0133'AS POINT ABLE, ON A LOW ROCKY COVERED RIDGE.
 HQ0133'
 HQ0133'TO REACH THE STATION FROM POINT ABLE, GO NORTH ON ASPHALT ROAD FOR
 HQ0133'ABOUT 100 YARDS TO A TRACK ROAD RIGHT.  TURN RIGHT, EAST, FOR 0.3
 HQ0133'MILE TO A FORK.  KEEP RIGHT FORK ALONG BLADED ROAD FOR 0.05 MILE
 HQ0133'TO A TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD NORTHEAST
 HQ0133'FOR 0.35 MILE TO THE TOP OF THE RIDGE.  BEAR LEFT, FOLLOWING
 HQ0133'TRACK ROAD NORTH ALONG TOP OF RIDGE FOR 0.1 MILE TO THE STATION.
 HQ0133'
 HQ0133'THE STATION MARK IS A STANDARD DISK, STAMPED HUMP 1968, CEMENTED
 HQ0133'IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 2 FOOT ACROSS AND
 HQ0133'PROJECTING ABOUT 2 INCHES.  IT IS LOCATED ON THE HIGHEST PART
 HQ0133'AND AT THE NORTH END OF A LOW NORTH-SOUTH RIDGE.
 HQ0133'
 HQ0133'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HUMP NO 1 1968,
 HQ0133'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 HQ0133'2 BY 3 FEET IN SIZE AND PROJECTS ABOUT 5 INCHES.  IT IS ABOUT
 HQ0133'1 FOOT HIGHER IN ELEVATION THAN THE STATION.
 HQ0133'
 HQ0133'BENCH MARK P372, WHICH WAS USED FOR THE SECOND REFERENCE MARK, IS
 HQ0133'A STANDARD DISK, STAMPED P372 1968, CEMENTED IN A DRILL HOLE
 HQ0133'IN FLUSH BEDROCK.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 HQ0133'A TRAVERSE TO THIS MARK WAS MADE FROM THE TRIANGULATION STATION
 HQ0133'HUMP 1968.
 HQ0133'
 HQ0133'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 HQ0133
 HQ0133                          STATION RECOVERY (1968)
 HQ0133
 HQ0133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0133'AT TONOPAH TEST RANGE.
 HQ0133'THE STATION IS LOCATED ABOUT 1/2 MILE NORTH OF THE NORTH EDGE
 HQ0133'OF THE TONOPAH TEST RANGE, WHICH IS ABOUT 30 MILES SOUTHEAST
 HQ0133'OF TONOPAH.  IT IS 7 1/2 MILES NORTH OF THE TEST RANGE
 HQ0133'HEADQUARTERS AND 1 MILE NORTHEAST OF THE MAIN GUARD GATE WHICH
 HQ0133'IS KNOWN AS POINT ABLE, ON A LOW ROCKY COVERED RIDGE.  TO REACH
 HQ0133'THE STATION FROM POINT ABLE, GO NORTH ON ASPHALT ROAD FOR ABOUT
 HQ0133'100 YARDS TO A TRACK ROAD RIGHT.  TURN RIGHT EAST, FOR 0.3 MILE
 HQ0133'TO A FORK.  KEEP RIGHT FORK ALONG BLADED ROAD FOR 0.05 MILE TO A
 HQ0133'TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW ROAD NORTHEAST FOR
 HQ0133'0.35 MILE TO THE TOP OF THE RIDGE.  BEAR LEFT, FOLLOWING TRACK
 HQ0133'ROAD NORTH ALONG TOP OF RIDGE FOR 0.1 MILE TO THE STATION.
 HQ0133'THE CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 2 FOOT
 HQ0133'ACROSS AND PROJECTING ABOUT 2 INCHES.  IT IS LOCATED ON THE
 HQ0133'HIGHEST PART AND AT THE NORTH END OF A LOW NORTH-SOUTH RIDGE.
 HQ0133
 HQ0133                          STATION RECOVERY (1992)
 HQ0133
 HQ0133'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0569 ***********************************************************************
 JQ0569  DESIGNATION -  HUMP
 JQ0569  PID         -  JQ0569
 JQ0569  STATE/COUNTY-  NV/NYE
 JQ0569  USGS QUAD   -  ECHO CANYON (1980)
 JQ0569
 JQ0569                         *CURRENT SURVEY CONTROL
 JQ0569  ___________________________________________________________________
 JQ0569* NAD 83(1994)-  38 07 39.86073(N)    116 06 10.73988(W)     ADJUSTED  
 JQ0569* NAVD 88     -      1781.0    (meters)    5843.     (feet)  VERTCON   
 JQ0569  ___________________________________________________________________
 JQ0569  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 JQ0569  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 JQ0569
 JQ0569  HORZ ORDER  -  FIRST
 JQ0569
 JQ0569.The horizontal coordinates were established by classical geodetic methods
 JQ0569.and adjusted by the National Geodetic Survey in June 1998..
 JQ0569
 JQ0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0569
 JQ0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0569
 JQ0569.The geoid height was determined by GEOID03.
 JQ0569
 JQ0569;                    North         East     Units Scale Factor Converg.
 JQ0569;SPC NV C     - 6,374,931.045   549,418.944   MT  0.99993007   +0 20 52.9
 JQ0569;SPC NV C     -20,915,086.27  1,802,551.99   sFT  0.99993007   +0 20 52.9
 JQ0569;UTM  11      - 4,220,368.086   578,619.636   MT  0.99967612   +0 33 13.9
 JQ0569
 JQ0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0569!SPC NV C     -   0.99972445  x   0.99993007  =   0.99965454
 JQ0569!UTM  11      -   0.99972445  x   0.99967612  =   0.99940066
 JQ0569
 JQ0569|---------------------------------------------------------------------|
 JQ0569| PID    Reference Object                     Distance      Geod. Az  |
 JQ0569|                                                           dddmmss.s |
 JQ0569| DD6034 HUMP RM 1                            23.115 METERS 15911     |
 JQ0569| JQ0571 DARK                                APPROX. 6.5 KM 2564656.3 |
 JQ0569| DD6035 HUMP RM 2                            26.138 METERS 29501     |
 JQ0569| DD6033 HUMP AZ MK                                         3593132.0 |
 JQ0569|---------------------------------------------------------------------|
 JQ0569
 JQ0569                          SUPERSEDED SURVEY CONTROL
 JQ0569
 JQ0569  NAD 83(1986)-  38 07 39.85568(N)    116 06 10.74514(W) AD(       ) 1
 JQ0569  NAD 27      -  38 07 40.09400(N)    116 06 07.57700(W) AD(       ) 1
 JQ0569  NGVD 29 (07/19/86) 1780.0    (m)         5840.     (f) VERT ANG       
 JQ0569
 JQ0569.Superseded values are not recommended for survey control.
 JQ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0569.See file dsdata.txt to determine how the superseded data were derived.
 JQ0569
 JQ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC7862020368(NAD 83)
 JQ0569_MARKER: DS = TRIANGULATION STATION DISK
 JQ0569_SETTING: 80 = SET IN A BOULDER
 JQ0569_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JQ0569
 JQ0569  HISTORY     - Date     Condition        Report By
 JQ0569  HISTORY     - 1939     MONUMENTED       CGS
 JQ0569  HISTORY     - 1961     GOOD             USFS
 JQ0569  HISTORY     - 1967     GOOD             USGS
 JQ0569
 JQ0569                          STATION DESCRIPTION
 JQ0569
 JQ0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JQ0569'STATION IS 23 MILES, AIRLINE, N OF CEDAR PIPE LINE RANCH, 7.0
 JQ0569'MILES S OF TWIN SPRINGS, 22.0 MILES SW OF NYALA.  IT IS ON
 JQ0569'THE HIGHEST POINT OF THE ROUNDED, BLACK MOUNTAIN WHICH LIES
 JQ0569'AT THE N END OF THE REVEILLE MOUNTAIN RANGE AND JUST TO THE S
 JQ0569'OF THE CANYON WHICH SEPARATES THE REVEILLE AND PANCAKE MOUNTAIN
 JQ0569'RANGES.  THERE ARE 2 DISTINCT STRATA OF BLACK OUTCROPPING ROCK
 JQ0569'RUNNING HORIZONTALLY ON THE S SIDE OF THE MOUNTAIN.
 JQ0569'
 JQ0569'STATION IS IN TOP OF BOULDER FLUSH WITH GROUND, STAMPED HUMP
 JQ0569'1938.  BAROMETRIC ELEVATION, 5,900 FEET.  ALL OBJECTS VISIBLE
 JQ0569'FROM THE GROUND.
 JQ0569'
 JQ0569'REFERENCE MARK NO. 1 IS SET IN A BOULDER FLUSH WITH THE GROUND
 JQ0569'ABOUT 2 FEET BELOW THE STATION.  IT IS STAMPED, HUMP NO. 1 1938.
 JQ0569'REFERENCE MARK NO. 2 IS SET IN TOP OF BOULDER FLUSH WITH THE
 JQ0569'GROUND 4 FEET BELOW THE STATION LEVEL.  IT IS STAMPED, HUMP
 JQ0569'NO. 2 1938.
 JQ0569'
 JQ0569'AZIMUTH MARK IS SET IN TOP OF BOULDER FLUSH WITH THE GROUND 125
 JQ0569'FEET BELOW STATION LEVEL, 0.3 MILE (ESTIMATED) NW OF STATION
 JQ0569'SLIGHTLY BELOW THE TOP OF THE RIDGE (S SIDE) AND TOWARD ITS
 JQ0569'W END.  IT IS STAMPED, HUMP 1938.
 JQ0569'
 JQ0569'TO REACH FROM THE OLD STONE HOUSE, WHICH LIES 21.0 MILES SW
 JQ0569'OF NYALA ON THE NYALA-TWIN SPRINGS ROAD, GO S ON THE ROAD TO
 JQ0569'CEDAR PIPE LINE RANCH (ROAD FOLLOWS THE W SIDE OF RAILROAD
 JQ0569'VALLEY) 1.3 MILES.  TURN RIGHT 90 DEGREES (W) OFF ROAD AND GO
 JQ0569'0.4 MILE INTO A RAVINE ON THE E SIDE OF THE MOUNTAIN.  END OF
 JQ0569'TRUCK TRAVEL.  CLIMB LEFT (S) SHOULDER AND FOLLOW RIDGE WESTWARD
 JQ0569'UP SLOPE TO SUMMIT AND STATION.  A 40-MINUTE PACK.
 JQ0569'
 JQ0569'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 JQ0569
 JQ0569                          STATION RECOVERY (1961)
 JQ0569
 JQ0569'RECOVERY NOTE BY US FOREST SERVICE 1961 (RLG)
 JQ0569'BEGINNING AT NYALA RANCH IN THE SOUTHEAST END OF RAILROAD VALLEY,
 JQ0569'TRAVEL SOUTHWEST ON NEVADA HIGHWAY 20 FOR 11.5 MILES TO QUINN
 JQ0569'CANYON ROAD.  KEEP MAIN ROAD AND PROCEED S.W. TO OILED SURFACED
 JQ0569'HIGHWAY.  TURN SOUTHEAST ON PAVED ROAD AND CONTINUE FOR 2.2
 JQ0569'MILES.  TURN OFF ROAD TO RIGHT, TRAVEL WEST UP RAVINE FOR
 JQ0569'APPROXIMATELY .3 MILE.  PACK UP HILL TO NORTH.  STATION MARK AND
 JQ0569'R.M. BOTH FOUND IN GOOD CONDITION.  20 MIN. PACK.
 JQ0569
 JQ0569                          STATION RECOVERY (1967)
 JQ0569
 JQ0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (WAO)
 JQ0569'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1795 ***********************************************************************
 GR1795  DESIGNATION -  HUMP
 GR1795  PID         -  GR1795
 GR1795  STATE/COUNTY-  NV/CLARK
 GR1795  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1795
 GR1795                         *CURRENT SURVEY CONTROL
 GR1795  ___________________________________________________________________
 GR1795* NAD 83(1994)-  36 12 05.48021(N)    115 11 44.93635(W)     ADJUSTED  
 GR1795* NAVD 88     -       670.2    (meters)    2199.     (feet)  VERTCON   
 GR1795  ___________________________________________________________________
 GR1795  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 GR1795  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR1795
 GR1795  HORZ ORDER  -  THIRD
 GR1795
 GR1795.The horizontal coordinates were established by classical geodetic methods
 GR1795.and adjusted by the National Geodetic Survey in June 1998..
 GR1795
 GR1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1795
 GR1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1795
 GR1795.The geoid height was determined by GEOID03.
 GR1795
 GR1795;                    North         East     Units Scale Factor Converg.
 GR1795;SPC NV E     - 8,161,098.927   234,847.509   MT  0.99991496   +0 13 44.0
 GR1795;SPC NV E     -26,775,205.40    770,495.54   sFT  0.99991496   +0 13 44.0
 GR1795;UTM  11      - 4,007,809.205   662,200.312   MT  0.99992417   +1 03 57.0
 GR1795
 GR1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1795!SPC NV E     -   0.99989920  x   0.99991496  =   0.99981417
 GR1795!UTM  11      -   0.99989920  x   0.99992417  =   0.99982338
 GR1795
 GR1795:                Primary Azimuth Mark                     Grid Az
 GR1795:SPC NV E     -  SUNRISE                                  097 37 44.4
 GR1795:UTM  11      -  SUNRISE                                  096 47 31.4
 GR1795
 GR1795|---------------------------------------------------------------------|
 GR1795| PID    Reference Object                     Distance      Geod. Az  |
 GR1795|                                                           dddmmss.s |
 GR1795| GR1877 SUNRISE                             APPROX.18.0 KM 0975128.4 |
 GR1795|---------------------------------------------------------------------|
 GR1795
 GR1795                          SUPERSEDED SURVEY CONTROL
 GR1795
 GR1795  NAD 83(1994)-  36 12 05.48123(N)    115 11 44.94016(W) AD(       ) 3
 GR1795  NAD 83(1992)-  36 12 05.48087(N)    115 11 44.94086(W) AD(       ) 3
 GR1795  NAD 83(1992)-  36 12 05.47910(N)    115 11 44.94128(W) AD(       ) 3
 GR1795  NAD 83(1986)-  36 12 05.47230(N)    115 11 44.92362(W) AD(       ) 3
 GR1795  NGVD 29 (05/01/88)  669.6    (m)         2197.     (f) VERT ANG       
 GR1795
 GR1795.Superseded values are not recommended for survey control.
 GR1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1795.See file dsdata.txt to determine how the superseded data were derived.
 GR1795
 GR1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6220007809(NAD 83)
 GR1795_MARKER: DS = TRIANGULATION STATION DISK
 GR1795_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 GR1795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1795
 GR1795  HISTORY     - Date     Condition        Report By
 GR1795  HISTORY     - 1950     MONUMENTED       USGS
 GR1795
 GR1795                          STATION DESCRIPTION
 GR1795
 GR1795'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GR1795'LOCATED ABOUT 4 MI NW. OF LAS VEGAS ALONG U.S. HWY. 95, 0.5 MI
 GR1795'SE. OF SKY HAVEN AIRPORT.  350 FT. NE. OF CENTER OF HWY. AND ABOUT
 GR1795'5 FT. HIGHER, NEAR WEST EDGE OF GARBAGE DUMP AREA, ON SMALL KNOLL
 GR1795'ABOUT 20 FT. HIGH.
 GR1795'
 GR1795'TO REACH FROM FOUR-WAY INTERSECTION OF MAIN STREET AND BONANZA
 GR1795'RD. IN LAS VEGAS, DRIVE 3.8 MI N. ON U.S. HWY. 95 TO DOUBLE HUMP
 GR1795'ON RIGHT, TURN RIGHT AND DRIVE 0.1 MI E. TO BASE OF HUMP.
 GR1795'
 GR1795'STATION MARK--STANDARD TABLET STAMPED---HUMP 1950---, SET IN TOP OF
 GR1795'CONCRETE POST.
 GR1795'
 GR1795'RM 1--STANDARD RM TABLET STAMPED---HUMP NO 1 1950---, SET IN
 GR1795'CONCRETE POST.
 GR1795'
 GR1795'RM 2--STANDARD RM TABLET STAMPED---HUMP NO 2 1950---, SET IN
 GR1795'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0134 ***********************************************************************
 HQ0134  DESIGNATION -  HUMP RM 1
 HQ0134  PID         -  HQ0134
 HQ0134  STATE/COUNTY-  NV/NYE
 HQ0134  USGS QUAD   -  REEDS RANCH (1987)
 HQ0134
 HQ0134                         *CURRENT SURVEY CONTROL
 HQ0134  ___________________________________________________________________
 HQ0134* NAD 83(1986)-  37 53 46.     (N)    116 45 19.     (W)     SCALED    
 HQ0134* NAVD 88     -      1686.236  (meters)    5532.26   (feet)  ADJUSTED  
 HQ0134  ___________________________________________________________________
 HQ0134  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 HQ0134  DYNAMIC HT  -        1684.362 (meters)    5526.11  (feet)  COMP
 HQ0134  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 HQ0134
 HQ0134  VERT ORDER  -  FIRST     CLASS II
 HQ0134
 HQ0134.The horizontal coordinates were scaled from a topographic map and have
 HQ0134.an estimated accuracy of +/- 6 seconds.
 HQ0134
 HQ0134.The orthometric height was determined by differential leveling
 HQ0134.and adjusted by the National Geodetic Survey in June 1991..
 HQ0134
 HQ0134.The geoid height was determined by GEOID03.
 HQ0134
 HQ0134.The dynamic height is computed by dividing the NAVD 88
 HQ0134.geopotential number by the normal gravity value computed on the
 HQ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0134.degrees latitude (g = 980.6199 gals.).
 HQ0134
 HQ0134.The modeled gravity was interpolated from observed gravity values.
 HQ0134
 HQ0134;                    North         East    Units  Estimated Accuracy
 HQ0134;SPC NV C     - 6,349,080.      492,210.      MT  (+/- 180 meters Scaled)
 HQ0134
 HQ0134                          SUPERSEDED SURVEY CONTROL
 HQ0134
 HQ0134.No superseded survey control is available for this station.
 HQ0134
 HQ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB215943(NAD 83)
 HQ0134_MARKER: DR = REFERENCE MARK DISK
 HQ0134_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0134_SP_SET: ROCK OUTCROP
 HQ0134_STAMPING: HUMP NO 1
 HQ0134_MARK LOGO: CGS   
 HQ0134_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0134+STABILITY: POSITION/ELEVATION WELL
 HQ0134
 HQ0134  HISTORY     - Date     Condition        Report By
 HQ0134  HISTORY     - 1968     MONUMENTED       CGS
 HQ0134  HISTORY     - 1968     GOOD             NGS
 HQ0134  HISTORY     - 19920623 GOOD             LOCENG
 HQ0134
 HQ0134                          STATION DESCRIPTION
 HQ0134
 HQ0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0134'AT TONOPAH TEST RANGE.
 HQ0134'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 HQ0134'2 BY 3 FEET IN SIZE AND PROJECTS ABOUT 5 INCHES.
 HQ0134
 HQ0134                          STATION RECOVERY (1992)
 HQ0134
 HQ0134'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0877 ***********************************************************************
 GS0877  DESIGNATION -  HUNCH
 GS0877  PID         -  GS0877
 GS0877  STATE/COUNTY-  NV/NYE
 GS0877  USGS QUAD   -  BOLE SPRING (1987)
 GS0877
 GS0877                         *CURRENT SURVEY CONTROL
 GS0877  ___________________________________________________________________
 GS0877* NAD 83(1994)-  36 19 29.68947(N)    116 17 10.74176(W)     ADJUSTED  
 GS0877* NAVD 88     -       864.     (meters)    2835.     (feet)  SCALED    
 GS0877  ___________________________________________________________________
 GS0877  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 GS0877  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 GS0877
 GS0877  HORZ ORDER  -  THIRD
 GS0877
 GS0877.The horizontal coordinates were established by classical geodetic methods
 GS0877.and adjusted by the National Geodetic Survey in June 1998..
 GS0877
 GS0877.The orthometric height was scaled from a topographic map.
 GS0877
 GS0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0877
 GS0877.The geoid height was determined by GEOID03.
 GS0877
 GS0877;                    North         East     Units Scale Factor Converg.
 GS0877;SPC NV C     - 6,174,787.094   534,149.150   MT  0.99991436   +0 13 31.1
 GS0877;SPC NV C     -20,258,447.32  1,752,454.34   sFT  0.99991436   +0 13 31.1
 GS0877;SPC CA 4     -   613,469.187 2,243,624.542   MT  0.99995448   +1 37 08.2
 GS0877;SPC CA 4     - 2,012,690.16  7,360,958.18   sFT  0.99995448   +1 37 08.2
 GS0877;UTM  11      - 4,020,223.451   564,058.150   MT  0.99965056   +0 25 22.0
 GS0877
 GS0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0877!SPC NV C     -   0.99986891  x   0.99991436  =   0.99978328
 GS0877!SPC CA 4     -   0.99986891  x   0.99995448  =   0.99982340
 GS0877!UTM  11      -   0.99986891  x   0.99965056  =   0.99951952
 GS0877
 GS0877:                Primary Azimuth Mark                     Grid Az
 GS0877:SPC NV C     -  T 104                                    274 05 39.8
 GS0877:SPC CA 4     -  T 104                                    272 42 02.7
 GS0877:UTM  11      -  T 104                                    273 53 48.9
 GS0877
 GS0877|---------------------------------------------------------------------|
 GS0877| PID    Reference Object                     Distance      Geod. Az  |
 GS0877|                                                           dddmmss.s |
 GS0877| GS0876 T 104                               APPROX. 2.8 KM 2741910.9 |
 GS0877|---------------------------------------------------------------------|
 GS0877
 GS0877                          SUPERSEDED SURVEY CONTROL
 GS0877
 GS0877  NAD 83(1992)-  36 19 29.68942(N)    116 17 10.74167(W) AD(1991.35) 3
 GS0877  NAD 83(1992)-  36 19 29.68977(N)    116 17 10.74231(W) AD(       ) 3
 GS0877  NAD 83(1986)-  36 19 29.68041(N)    116 17 10.74189(W) AD(       ) 3
 GS0877  NAD 27      -  36 19 29.83800(N)    116 17 07.57800(W) AD(       ) 3
 GS0877
 GS0877.Superseded values are not recommended for survey control.
 GS0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0877.See file dsdata.txt to determine how the superseded data were derived.
 GS0877
 GS0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA6405820223(NAD 83)
 GS0877
 GS0877  HISTORY     - Date     Condition        Report By
 GS0877  HISTORY     - 1895     MONUMENTED       CGS
 GS0877  HISTORY     - 1986     GOOD             DI
 GS0877
 GS0877                          STATION DESCRIPTION
 GS0877
 GS0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 GS0877'STATION IS ON HIGHEST POINT OF FOOTHILL OF MOUNTAINS THAT
 GS0877'FORM NW BOUNDARY OF PAHRUMP VALLEY.  IT IS MARKED BY DRILL
 GS0877'HOLE IN STONE AND PILE OF STONES AROUND POLE.
 GS0877
 GS0877                          STATION RECOVERY (1986)
 GS0877
 GS0877'RECOVERY NOTE BY US DEPARTMENT OF INTERIOR 1986 (NGB)
 GS0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0570 ***********************************************************************
 JQ0570  DESIGNATION -  HUNGRY
 JQ0570  PID         -  JQ0570
 JQ0570  STATE/COUNTY-  NV/NYE
 JQ0570  USGS QUAD   -  REVEILLE SE (1968)
 JQ0570
 JQ0570                         *CURRENT SURVEY CONTROL
 JQ0570  ___________________________________________________________________
 JQ0570* NAD 83(1994)-  38 01 53.49816(N)    116 04 40.96741(W)     ADJUSTED  
 JQ0570* NAVD 88     -      1518.0    (meters)    4980.     (feet)  VERTCON   
 JQ0570  ___________________________________________________________________
 JQ0570  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 JQ0570  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 JQ0570
 JQ0570  HORZ ORDER  -  FIRST
 JQ0570
 JQ0570.The horizontal coordinates were established by classical geodetic methods
 JQ0570.and adjusted by the National Geodetic Survey in June 1998..
 JQ0570
 JQ0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0570
 JQ0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0570
 JQ0570.The geoid height was determined by GEOID03.
 JQ0570
 JQ0570;                    North         East     Units Scale Factor Converg.
 JQ0570;SPC NV C     - 6,364,266.232   551,672.870   MT  0.99993287   +0 21 45.6
 JQ0570;SPC NV C     -20,880,096.80  1,809,946.74   sFT  0.99993287   +0 21 45.6
 JQ0570;SPC NV E     - 8,364,218.215   156,570.946   MT  0.99992322   -0 18 17.3
 JQ0570;SPC NV E     -27,441,605.93    513,683.18   sFT  0.99992322   -0 18 17.3
 JQ0570;UTM  11      - 4,209,714.128   580,911.238   MT  0.99968063   +0 34 05.0
 JQ0570
 JQ0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0570!SPC NV C     -   0.99976573  x   0.99993287  =   0.99969861
 JQ0570!SPC NV E     -   0.99976573  x   0.99992322  =   0.99968897
 JQ0570!UTM  11      -   0.99976573  x   0.99968063  =   0.99944643
 JQ0570
 JQ0570:                Primary Azimuth Mark                     Grid Az
 JQ0570:SPC NV C     -  HUNGRY AZ MK                             269 48 22.9
 JQ0570:SPC NV E     -  HUNGRY AZ MK                             270 28 25.8
 JQ0570:UTM  11      -  HUNGRY AZ MK                             269 36 03.5
 JQ0570
 JQ0570|---------------------------------------------------------------------|
 JQ0570| PID    Reference Object                     Distance      Geod. Az  |
 JQ0570|                                                           dddmmss.s |
 JQ0570| DD6036 HUNGRY AZ MK                                       2701008.5 |
 JQ0570| DD6038 HUNGRY RM 2                                        29715     |
 JQ0570| DD6037 HUNGRY RM 1                          19.322 METERS 34510     |
 JQ0570|---------------------------------------------------------------------|
 JQ0570
 JQ0570                          SUPERSEDED SURVEY CONTROL
 JQ0570
 JQ0570  NAD 83(1986)-  38 01 53.49278(N)    116 04 40.97316(W) AD(       ) 1
 JQ0570  NAD 27      -  38 01 53.72400(N)    116 04 37.80900(W) AD(       ) 1
 JQ0570  NGVD 29 (07/19/86) 1517.0    (m)         4977.     (f) VERT ANG       
 JQ0570
 JQ0570.Superseded values are not recommended for survey control.
 JQ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0570.See file dsdata.txt to determine how the superseded data were derived.
 JQ0570
 JQ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC8091109714(NAD 83)
 JQ0570_MARKER: DS = TRIANGULATION STATION DISK
 JQ0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0570
 JQ0570  HISTORY     - Date     Condition        Report By
 JQ0570  HISTORY     - 1939     MONUMENTED       CGS
 JQ0570  HISTORY     - 1952     GOOD             AMS
 JQ0570
 JQ0570                          STATION DESCRIPTION
 JQ0570
 JQ0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JQ0570'STATION IS TOWARD THE W SIDE OF RAILROAD VALLEY 19 MILES, AIRLINE,
 JQ0570'N OF CEDAR PIPE LINE RANCH, ABOUT 5.2 MILES NNW OF FREDS WELL,
 JQ0570'8.7 MILES S BY ROAD FROM THE OLD STONE HOUSE WHICH LIES BETWEEN
 JQ0570'THE REVEILLE AND PANCAKE MOUNTAIN RANGES.  THE STONE HOUSE IS
 JQ0570'6 MILES FROM TWIN SPRINGS CAMP ON THE TWIN SPRINGS-CEDAR PIPE
 JQ0570'LINE RANCH ROAD.  HUNGRY IS AT THE E BASE OF THE REVEILLE RANGE
 JQ0570'SET WELL AWAY FROM THE STEEP SLOPE.
 JQ0570'
 JQ0570'STATION MARK IS SET IN 12-INCH SQUARE CONCRETE POST PROJECTING
 JQ0570'3 INCHES, STAMPED HUNGRY 1938.  UNDERGROUND STATION MARK IS A
 JQ0570'STANDARD BRONZE DISK SET IN CONCRETE.
 JQ0570'
 JQ0570'REFERENCE MARK NO. 1 IS IN A BOULDER PROJECTING 4 INCHES AT
 JQ0570'THE SAME LEVEL AS THE STATION, STAMPED HUNGRY 1 1938.  REFERENCE
 JQ0570'MARK NO. 2 IS IN THE TOP OF A BOULDER PROJECTING 8 INCHES AND
 JQ0570'6 FEET ABOVE THE STATION, STAMPED HUNGRY 2 1938.
 JQ0570'
 JQ0570'AZIMUTH MARK IS SET IN THE TOP OF A BOULDER PROJECTING 18 INCHES,
 JQ0570'ABOUT 90 FEET ABOVE THE STATION TO THE W ABOUT 0.3 MILE (PACED).
 JQ0570'
 JQ0570'A 4X4-INCH REDWOOD POST PROJECTING 2.2 FEET AND PAINTED WHITE
 JQ0570'IS SET 1.56 METERS (5.12 FEET) W OF THE STATION.
 JQ0570'
 JQ0570'THE RECOVERY OF THIS STATION MAY BE DIFFICULT UNLESS THE EXACT
 JQ0570'DISTANCES GIVEN ARE FOLLOWED.  BAROMETRIC ELEVATION, 5,000 FEET.
 JQ0570'ALL OBJECTS VISIBLE FROM THE GROUND.
 JQ0570'
 JQ0570'TO REACH FROM THE OLD STONE HOUSE--GO S ON THE ROAD LEADING
 JQ0570'TO CEDAR PIPE LINE RANCH 8.3 MILES (ROAD FOLLOWS ALONG THE W
 JQ0570'SIDE OF RAILROAD VALLEY), LEAVE ROAD MAKING 90 DEGREE TURN TO
 JQ0570'THE RIGHT (W), GO 0.4 MILE TO STATION.  THE MARK IS ON A LONG,
 JQ0570'EVEN, GENTLE SLOPE WHICH IS SLIGHTLY HIGHER THAN THE GROUND
 JQ0570'TO N AND S.
 JQ0570'
 JQ0570'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 JQ0570
 JQ0570                          STATION RECOVERY (1952)
 JQ0570
 JQ0570'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 JQ0570'STATION WAS RECOVERED IN GOOD CONDITION.
 JQ0570'
 JQ0570'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 JQ0570'
 JQ0570'THE STATION IS LOCATED 15.7 FEET WEST OF A FAINT EAST-WEST TRAIL.
 JQ0570'58 FEET SOUTH OF A SHALLOW DRAIN.  58 FEET NORTH OF A SECOND
 JQ0570'SHALLOW DRAIN.
 JQ0570'
 JQ0570'THE STATION MARK IS A STANDARD BRONZE DISC, SET IN THE TOP OF
 JQ0570'A 1 FOOT SQUARE CONCRETE POST, PROJECTING 5 INCHES.
 JQ0570'
 JQ0570'REFERENCE MARK 1, A STANDARD DISK STAMPED HUNGRY NO 1 1938,
 JQ0570'IS SET IN A 3 FOOT DIAMETER ROCK.
 JQ0570'
 JQ0570'REFERENCE MARK 2, A STANDARD DISK STAMPED HUNGRY NO 2 1938,
 JQ0570'IS SET IN A 3X1-1/2 FOOT BOULDER.
 JQ0570'
 JQ0570'TO REACH FROM A WINDMILL, CORRAL, AND GROUP OF LEG BUILDINGS
 JQ0570'KNOWN LOCALLY AS FREDS WELL, GO WEST VIA LANE FOR 0.75 MILES
 JQ0570'TO JUNCTION WITH MAIN TRAVELED NORTH-SOUTH ROAD.  TURN RIGHT,
 JQ0570'AND GO NORTH VIA MAIN TRAVELED ROAD FOR 2.3 MILES TO A ROAD
 JQ0570'FORKS.  TAKE LEFT FORK, AND GO AROUND WEST SIDE OF A DRY LAKE
 JQ0570'FOR 1.87 MILES TO JUNCTION WITH A VERY DIM TRAIL.  (THIS TRAIL
 JQ0570'LEADS GENERALLY TOWARD THE NORTH END OF REVEILLE RANGE AND
 JQ0570'SOUTH END OF PANCAKE RANGE.) TURN NORTHWEST VIA VERY FAINT
 JQ0570'TRAIL FOR 0.83 MILE TO STATION ON LEFT WEST SIDE OF ROAD.
 JQ0570'(OLD STONE HOUSE MENTIONED IN ORIGINAL DESCRIPTION DESTROYED,
 JQ0570'VERY LITTLE TRACE REMAINS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1736 ***********************************************************************
 KR1736  DESIGNATION -  HUNGRY CAIRN
 KR1736  PID         -  KR1736
 KR1736  STATE/COUNTY-  NV/WASHOE
 KR1736  USGS QUAD   -  FRASER FLAT (1980)
 KR1736
 KR1736                         *CURRENT SURVEY CONTROL
 KR1736  ___________________________________________________________________
 KR1736* NAD 83(1994)-  39 47 36.50226(N)    119 41 06.73596(W)     ADJUSTED  
 KR1736* NAVD 88     -                                                        
 KR1736  ___________________________________________________________________
 KR1736  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 KR1736  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 KR1736
 KR1736  HORZ ORDER  -  THIRD
 KR1736
 KR1736.The horizontal coordinates were established by classical geodetic methods
 KR1736.and adjusted by the National Geodetic Survey in June 1998..
 KR1736
 KR1736
 KR1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1736
 KR1736.The geoid height was determined by GEOID03.
 KR1736
 KR1736;                    North         East     Units Scale Factor Converg.
 KR1736;SPC NV W     - 4,560,264.268   705,632.492   MT  1.00000960   -0 42 19.0
 KR1736;SPC NV W     -14,961,467.02  2,315,062.60   sFT  1.00000960   -0 42 19.0
 KR1736;UTM  11      - 4,408,284.644   270,087.336   MT  1.00025082   -1 43 09.6
 KR1736
 KR1736                          SUPERSEDED SURVEY CONTROL
 KR1736
 KR1736  NAD 83(1992)-  39 47 36.50772(N)    119 41 06.73180(W) AD(       ) 4
 KR1736  NAD 83(1986)-  39 47 36.50687(N)    119 41 06.72758(W) AD(       ) 4
 KR1736  NAD 27      -  39 47 36.79000(N)    119 41 03.03000(W) AD(       ) 3
 KR1736
 KR1736.Superseded values are not recommended for survey control.
 KR1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1736.See file dsdata.txt to determine how the superseded data were derived.
 KR1736
 KR1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE7008708285(NAD 83)
 KR1736
 KR1736  HISTORY     - Date     Condition        Report By
 KR1736  HISTORY     - UNK      MONUMENTED       NVDH
 KR1736  HISTORY     - 1961     SEE DESCRIPTION  CGS
 KR1736
 KR1736                          STATION DESCRIPTION
 KR1736
 KR1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (MLO)
 KR1736'STATION WAS RECOVERED ABOUT 10 MILES NORTH OF SPARKS ON THE
 KR1736'WEST SIDE OF HUNGRY VALLEY.  TO REACH FROM THE INTERSECTION
 KR1736'OF PYRAMID WAY AND HIGHWAY 33 IN SPARKS, PROCEED NORTHEAST
 KR1736'ON HIGHWAY 33 FOR 14.6 MILES TO T JUNCTION WITH WIDE BLADED
 KR1736'ROAD, TURN LEFT ON ROAD FOR 0.4 MILE TO HUNGRY VALLEY ROAD,
 KR1736'TURN LEFT ON HUNGRY VALLEY ROAD FOR 3.0 MILES TO FORK, TAKE
 KR1736'LEFT FORK, CONTINUE SOUTHWEST TO SHARP CURVE, CONTINUE RIGHT
 KR1736'FOR 1000 FT. TO FORK, TAKE LEFT FORK, CONTINUE 4.0 MILES TO Y,
 KR1736'TAKE RIGHT FORK OFF HUNGRY VALLEY ROAD FOR 0.3 MILE TO FORK,
 KR1736'TURN SHARP RIGHT AND FOLLOW ROAD NORTH FOR 1.6 MILES TO
 KR1736'FORK, TAKE LEFT FORK NORTHWEST FOR 1.3 MILES TO INTERSECTION
 KR1736'OF ROAD AND WIRE FENCELINE.  TURN RIGHT (NORTH) AND FOLLOW
 KR1736'ROAD ALONG WEST SIDE OF NORTH-SOUTH FENCELINE FOR 1.1 MILES
 KR1736'TO END OF TRUCK TRAVEL.  STATION IS ABOUT 1400 FT. NORTH
 KR1736'OF THIS POINT.  STATION IS THE TOP CENTER OF A NATURAL ROCKY
 KR1736'CAIRN 20 FT.  HIGH ON THE CENTER AND HIGHEST OF THREE
 KR1736'PEAKS ON AN EAST-WEST RIDGE.  A SIGNAL POLE WAS RECOVERED
 KR1736'SET IN A SHALLOW DRILL HOLE IN THE TOP CENTER OF
 KR1736'THE CAIRN WITH A 2 FT. PILE OF ROCKS AROUND THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1734 ***********************************************************************
 KR1734  DESIGNATION -  HUNTER
 KR1734  PID         -  KR1734
 KR1734  STATE/COUNTY-  NV/WASHOE
 KR1734  USGS QUAD   -  MT ROSE NW (1993)
 KR1734
 KR1734                         *CURRENT SURVEY CONTROL
 KR1734  ___________________________________________________________________
 KR1734* NAD 83(1994)-  39 29 25.69290(N)    119 53 25.25534(W)     ADJUSTED  
 KR1734* NAVD 88     -      1621.4    (meters)    5320.     (feet)  VERTCON   
 KR1734  ___________________________________________________________________
 KR1734  LAPLACE CORR-          -7.20  (seconds)                    DEFLEC99
 KR1734  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 KR1734
 KR1734  HORZ ORDER  -  SECOND
 KR1734
 KR1734.The horizontal coordinates were established by classical geodetic methods
 KR1734.and adjusted by the National Geodetic Survey in June 1998..
 KR1734
 KR1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1734
 KR1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1734
 KR1734.The geoid height was determined by GEOID03.
 KR1734
 KR1734;                    North         East     Units Scale Factor Converg.
 KR1734;SPC NV W     - 4,526,860.707   687,573.146   MT  1.00005557   -0 49 52.6
 KR1734;SPC NV W     -14,851,875.50  2,255,812.90   sFT  1.00005557   -0 49 52.6
 KR1734;SPC CA 2     -   704,561.113 2,181,455.856   MT  0.99993970   +1 19 48.2
 KR1734;SPC CA 2     - 2,311,547.58  7,156,993.09   sFT  0.99993970   +1 19 48.2
 KR1734;UTM  11      - 4,375,195.868   251,436.368   MT  1.00036076   -1 50 20.6
 KR1734
 KR1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1734!SPC NV W     -   0.99974942  x   1.00005557  =   0.99980497
 KR1734!SPC CA 2     -   0.99974942  x   0.99993970  =   0.99968913
 KR1734!UTM  11      -   0.99974942  x   1.00036076  =   1.00011009
 KR1734
 KR1734|---------------------------------------------------------------------|
 KR1734| PID    Reference Object                     Distance      Geod. Az  |
 KR1734|                                                           dddmmss.s |
 KR1734| DB7962 HUNTER RM 1                           6.052 METERS 01629     |
 KR1734| DB7963 HUNTER RM 2                           5.651 METERS 22720     |
 KR1734| KR1780 RANCH HILL                          APPROX. 3.1 KM 2900002.3 |
 KR1734|---------------------------------------------------------------------|
 KR1734
 KR1734                          SUPERSEDED SURVEY CONTROL
 KR1734
 KR1734  NAD 83(1992)-  39 29 25.69384(N)    119 53 25.24900(W) AD(       ) 2
 KR1734  NAD 83(1986)-  39 29 25.69130(N)    119 53 25.24420(W) AD(       ) 2
 KR1734  NAD 27      -  39 29 26.01630(N)    119 53 21.54110(W) AD(       ) 2
 KR1734  NGVD 29 (07/19/86) 1620.3    (m)         5316.     (f) VERT ANG       
 KR1734
 KR1734.Superseded values are not recommended for survey control.
 KR1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1734.See file dsdata.txt to determine how the superseded data were derived.
 KR1734
 KR1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5143675196(NAD 83)
 KR1734_MARKER: DS = TRIANGULATION STATION DISK
 KR1734_SETTING: 80 = SET IN A BOULDER
 KR1734_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1734_STAMPING: HUNTER 1958
 KR1734_MARK LOGO: CGS   
 KR1734_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1734+STABILITY: SURFACE MOTION
 KR1734
 KR1734  HISTORY     - Date     Condition        Report By
 KR1734  HISTORY     - 1958     MONUMENTED       CGS
 KR1734  HISTORY     - 19820621 GOOD             NGS
 KR1734  HISTORY     - 20051020 GOOD             BLM
 KR1734
 KR1734                          STATION DESCRIPTION
 KR1734
 KR1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1734'THE STATION IS ABOUT 5 MILES SOUTHWEST FROM THE CENTER OF RENO
 KR1734'AND 1 MILE SOUTHWEST OF THE HUNTER RESERVOIR, IN A CLEARING
 KR1734'ON THE SUMMIT OF A ROUND-TOPPED HILL PARTIALLY COVERED WITH
 KR1734'JUNIPERS.  THERE IS A SHARP CONE-SHAPED PEAK ABOUT 1/4 MILE
 KR1734'WEST-SOUTHWEST OF THE STATION HILL AND THE POWER LINE PASSES
 KR1734'BETWEEN THE TWO HILLS.
 KR1734'
 KR1734'TO REACH FROM THE INTERSECTION OF MAYBERRY DRIVE AND HUNTER
 KR1734'LAKE DRIVE IN SOUTHWEST RENO, GO WEST ON MAYBERRY DRIVE FOR 2.0
 KR1734'MILES TO FORK AND SIGN HIGHLAND PARK.  TAKE LEFT FORK ON CANYON
 KR1734'DRIVE FOR 0.6 MILE TO END OF PAVEMENT AND FORK.  KEEP RIGHT
 KR1734'FORK (CANYON DRIVE) FOR 0.3 MILE TO INTERSECTION WITH HUNTER
 KR1734'PLACE.  TURN LEFT AND GO 0.3 MILE TO THE SOUTHEAST SIDE OF
 KR1734'HUNTER RESERVOIR AND A FORK.  TAKE LEFT FORK, SOUTH, FOR
 KR1734'0.05 MILE TO GATE.  GO THROUGH GATE AND CONTINUE SOUTH AND
 KR1734'SOUTHWEST ON BLADED ROAD FOR 1.2 MILES TO WHERE THE POWER
 KR1734'LINE CROSSES OVER THE ROAD AND A FORK.  TAKE RIGHT FORK UP
 KR1734'POWER LINE FOR ABOUT 75 YARDS TO DOUBLE POWER POLES NO. 64041
 KR1734'AND 64042.  TURN RIGHT AND GO NORTH FOR ABOUT 46 YARDS TO
 KR1734'SUMMIT OF HILL AND STATION.
 KR1734'
 KR1734'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 KR1734'IN DRILL HOLES IN BOULDERS.
 KR1734'
 KR1734'THE STATION MARK, STAMPED HUNTER 1958, IS IN A 1 BY 2-FOOT
 KR1734'BOULDER PROJECTING ABOUT 10 INCHES, AND 55 FEET NORTHWEST OF
 KR1734'A SINGLE POWER POLE NO 19676.
 KR1734'
 KR1734'REFERENCE MARK 1, STAMPED HUNTER NO 1 1958, IS IN A SMALL
 KR1734'BOULDER PROJECTING ABOUT 6 INCHES.
 KR1734'
 KR1734'REFERENCE MARK 2, STAMPED HUNTER NO 2 1958, IS NEAR THE NORTH
 KR1734'EDGE OF A 3 BY 3-FOOT BOULDER PROJECTING ABOUT 8 INCHES.  BOTH
 KR1734'MARKS ARE ABOUT THE SAME ELEVATION AS THE STATION.
 KR1734
 KR1734                          STATION RECOVERY (1982)
 KR1734
 KR1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 KR1734'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS HAVE
 KR1734'BEEN DESTROYED BY VANDALS.  THE SHANKS STILL REMAIN.  REFERENCE MARKS
 KR1734'3 AND 4 WERE ESTABLISHED AT THIS TIME.  THERE WAS NO SUITABLE PLACE
 KR1734'FOR AN AZIMUTH MARK.  THE STATION IS LOCATED ABOUT 8 KM (4.95 MI)
 KR1734'SOUTHWEST OF THE CENTER OF RENO AND ABOUT 1.6 KM (1.00 MI) SOUTHWEST
 KR1734'OF THE HUNTER RESERVOIR AND ON THE SUMMIT OF A ROUND TOPPED HILL
 KR1734'PARTIALLY COVERED WITH JUNIPERS.  TO REACH THE STATION FROM THE
 KR1734'INTERSECTION OF WELLS AVENUE AND I 80 GO WEST ON I-80 FOR 10.9 KM
 KR1734'(6.75 MI), TURN RIGHT ON THE MOGUL TURN OFF AND GO TO 4TH STREET TURN
 KR1734'LEFT AND GO 2.7 KM (1.65 MI), TURN RIGHT ON MAYBERRY DRIVE AND GO 2.2
 KR1734'KM (1.35 MI), TURN RIGHT ON CANYON DRIVE AND GO 0.1 KM (0.05 MI) TO A
 KR1734'ROAD FORK, TURN HARD RIGHT STILL ON CANYON DRIVE AND GO 0.7 KM (0.45
 KR1734'MI), TURN LEFT ON ROSS ROAD AND GO 0.7 KM (0.45 MI) TURN RIGHT ON
 KR1734'BRIDAL WAY AND GO 0.7 KM (0.45 MI), TURN LEFT ON PLATUE ROAD AND GO
 KR1734'0.2 KM (0.10 MI), TURN RIGHT ON WOODCHUCK CT AND GO 0.1 KM (0.05 MI)
 KR1734'TO END OF PAVEMENT, CONTINUE UPHILL FOR 0.2 KM (0.10 MI), TURN LEFT ON
 KR1734'TRACK ROAD AND GO 0.8 KM (0.50 MI) TO FORK. TURN RIGHT UPHILL AND GO
 KR1734'0.08 KM (0.05 MI) TO ROAD FORK TURN RIGHT AND GO 0.1 KM (0.05 MI) TO
 KR1734'END OF ROAD AND STATION.
 KR1734' 
 KR1734'THE STATION IS A STANDARD USCGS DISK STAMPED--HUNTER 1958--, SET INTO
 KR1734'PARTIALLY EXPOSED BOULDER OF 0.4 M (1.3 FT) LARGEST DIMENSION, LOCATED
 KR1734'44 M (144.4 FT) N FROM A DOUBLE POWER POLE 19.8 M (65.0 FT) W FROM A
 KR1734'POWER POLE NUMBER 81504 8.0 M (26.2 FT) N FROM THE CENTER OF A TURN
 KR1734'AROUND AREA AND 0.7 M (2.3 FT) E FROM A WITNESS POST.
 KR1734' 
 KR1734'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--HUNTER 1958 NO 3
 KR1734'1982--, SET INTO THE TOP OF A BOULDER 1.1 M (3.6 FT) LARGEST DIMENSION
 KR1734'LOCATED 17 M (55.8 FT) WSW FROM A POWER POLE 6 M (19.7 FT) W FROM THE
 KR1734'CENTER OF A TURN AROUND AREA 5.3 M (17.4 FT) FROM A WITNESS POST AND
 KR1734'0.2 M (0.7 FT) HIGHER THAN THE STATION.
 KR1734' 
 KR1734'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--HUNTER 1958 NO 4
 KR1734'1982--, SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 50 M IN
 KR1734'DIAMETER FLUSH WITH GROUND LOCATED 13.4 M (44.0 FT) SW FROM A POWER
 KR1734'POLE 12.3 M (40.4 FT) SE FROM A WITNESS POST 5.0 M (16.4 FT) E FROM
 KR1734'THE CENTER OF A TURN AROUND AREA AND 0.3 M (1.0 FT) LOWER THAN THE
 KR1734'STATION.
 KR1734
 KR1734                          STATION RECOVERY (2005)
 KR1734
 KR1734'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2005 (CWM)
 KR1734'THE DESCRIPTION ON THE NGS DATA SHEET FOR REFERENCE MARKS NO. 3 AND
 KR1734'NO.4 SET IN 1982 DOES NOT GIVE A DISTANCE TO THE TRUE POINT FOR THE
 KR1734'TRI-STATION HUNTER. NOTE THE BRASS TABLET IS MISSING AT THE TRUE
 KR1734'POINT. IF THIS INFORMATION IS AVAILABLE WOULD YOU BE SO KIND AS TO
 KR1734'EMAIL THIS INFORMATION.  THANK YOU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0724 ***********************************************************************
 LQ0724  DESIGNATION -  HUNTINGTON
 LQ0724  PID         -  LQ0724
 LQ0724  STATE/COUNTY-  NV/WHITE PINE
 LQ0724  USGS QUAD   -  RAILROAD PASS (1985)
 LQ0724
 LQ0724                         *CURRENT SURVEY CONTROL
 LQ0724  ___________________________________________________________________
 LQ0724* NAD 83(1994)-  40 05 56.95112(N)    115 47 02.88038(W)     ADJUSTED  
 LQ0724* NAVD 88     -      1769.     (meters)    5804.     (feet)  SCALED    
 LQ0724  ___________________________________________________________________
 LQ0724  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 LQ0724  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 LQ0724
 LQ0724  HORZ ORDER  -  SECOND
 LQ0724
 LQ0724.The horizontal coordinates were established by classical geodetic methods
 LQ0724.and adjusted by the National Geodetic Survey in June 1998..
 LQ0724
 LQ0724.The orthometric height was scaled from a topographic map.
 LQ0724
 LQ0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0724
 LQ0724.The geoid height was determined by GEOID03.
 LQ0724
 LQ0724;                    North         East     Units Scale Factor Converg.
 LQ0724;SPC NV E     - 8,593,640.178   182,879.438   MT  0.99990361   -0 07 45.6
 LQ0724;SPC NV E     -28,194,301.15    599,996.96   sFT  0.99990361   -0 07 45.6
 LQ0724;UTM  11      - 4,439,470.682   603,637.076   MT  0.99973222   +0 46 59.6
 LQ0724
 LQ0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0724!SPC NV E     -   0.99972562  x   0.99990361  =   0.99962926
 LQ0724!UTM  11      -   0.99972562  x   0.99973222  =   0.99945792
 LQ0724
 LQ0724                          SUPERSEDED SURVEY CONTROL
 LQ0724
 LQ0724  NAD 83(1986)-  40 05 56.95003(N)    115 47 02.87498(W) AD(       ) 2
 LQ0724  NAD 27      -  40 05 57.21000(N)    115 46 59.67000(W) AD(       ) 2
 LQ0724
 LQ0724.Superseded values are not recommended for survey control.
 LQ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0724.See file dsdata.txt to determine how the superseded data were derived.
 LQ0724
 LQ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE0363739471(NAD 83)
 LQ0724_MARKER: DD = SURVEY DISK
 LQ0724_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LQ0724_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LQ0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0724
 LQ0724  HISTORY     - Date     Condition        Report By
 LQ0724  HISTORY     - 1947     MONUMENTED       USGLO
 LQ0724
 LQ0724                          STATION DESCRIPTION
 LQ0724
 LQ0724'DESCRIBED BY US GENERAL LAND OFFICE 1947 (FAR)
 LQ0724'THE STATION IS A G.L.O. 3/4 INCH IRON PIPE WITH A BRASS CAP
 LQ0724'STAMPED SECTIONS 28 AND 33, T26N, R55E.
 LQ0724'
 LQ0724'TO REACH FROM SADDLER RANCH WHICH IS ABOUT 49 MILES S. OF
 LQ0724'ELKO, NEVADA, TAKE ELKO-EUREKA HIGHWAY 8.46 MILES AND CROSS
 LQ0724'HUNTINGTON CREEK, GO 1.55 MILES TO ROAD FORK, TAKE LEFT ROAD
 LQ0724'AND GO 1.35 MILES TO THE STATION WHICH IS ABOUT 180 FEET TO
 LQ0724'THE RIGHT OF CENTERLINE OF THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0966 ***********************************************************************
 JR0966  DESIGNATION -  HUNTOON
 JR0966  PID         -  JR0966
 JR0966  STATE/COUNTY-  NV/MINERAL
 JR0966  USGS QUAD   -  HUNTOON SPRING (1994)
 JR0966
 JR0966                         *CURRENT SURVEY CONTROL
 JR0966  ___________________________________________________________________
 JR0966* NAD 83(1994)-  38 02 02.07362(N)    118 32 31.59278(W)     ADJUSTED  
 JR0966* NAVD 88     -      2530.9    (meters)    8303.     (feet)  VERTCON   
 JR0966  ___________________________________________________________________
 JR0966  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 JR0966  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 JR0966
 JR0966  HORZ ORDER  -  SECOND
 JR0966
 JR0966.The horizontal coordinates were established by classical geodetic methods
 JR0966.and adjusted by the National Geodetic Survey in June 1998..
 JR0966
 JR0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0966
 JR0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0966
 JR0966.The geoid height was determined by GEOID03.
 JR0966
 JR0966;                    North         East     Units Scale Factor Converg.
 JR0966;SPC NV W     - 4,364,367.879   803,618.796   MT  0.99990016   +0 01 31.4
 JR0966;SPC NV W     -14,318,763.62  2,636,539.33   sFT  0.99990016   +0 01 31.4
 JR0966;SPC CA 3     -   672,034.218 2,171,864.539   MT  0.99994133   +1 11 55.3
 JR0966;SPC CA 3     - 2,204,832.26  7,125,525.58   sFT  0.99994133   +1 11 55.3
 JR0966;UTM  11      - 4,210,699.623   364,665.333   MT  0.99982558   -0 57 01.0
 JR0966
 JR0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0966!SPC NV W     -   0.99960691  x   0.99990016  =   0.99950711
 JR0966!SPC CA 3     -   0.99960691  x   0.99994133  =   0.99954826
 JR0966!UTM  11      -   0.99960691  x   0.99982558  =   0.99943255
 JR0966
 JR0966:                Primary Azimuth Mark                     Grid Az
 JR0966:SPC NV W     -  MILLER MTN                               083 26 23.6
 JR0966:SPC CA 3     -  MILLER MTN                               082 15 59.7
 JR0966:UTM  11      -  MILLER MTN                               084 24 56.0
 JR0966
 JR0966|---------------------------------------------------------------------|
 JR0966| PID    Reference Object                     Distance      Geod. Az  |
 JR0966|                                                           dddmmss.s |
 JR0966| JR0942 MILLER MTN                          APPROX.31.0 KM 0832755.0 |
 JR0966| DB1920 HUNTOON RM 1                          3.116 METERS 10859     |
 JR0966| DB1921 HUNTOON RM 2                          4.123 METERS 35909     |
 JR0966|---------------------------------------------------------------------|
 JR0966
 JR0966                          SUPERSEDED SURVEY CONTROL
 JR0966
 JR0966  NAD 83(1992)-  38 02 02.07093(N)    118 32 31.59209(W) AD(       ) 2
 JR0966  NAD 83(1986)-  38 02 02.06527(N)    118 32 31.58688(W) AD(       ) 2
 JR0966  NAD 27      -  38 02 02.31400(N)    118 32 28.12300(W) AD(       ) 2
 JR0966  NGVD 29 (07/19/86) 2529.5    (m)         8299.     (f) VERT ANG       
 JR0966
 JR0966.Superseded values are not recommended for survey control.
 JR0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0966.See file dsdata.txt to determine how the superseded data were derived.
 JR0966
 JR0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC6466510700(NAD 83)
 JR0966_MARKER: DS = TRIANGULATION STATION DISK
 JR0966_SETTING: 66 = SET IN ROCK OUTCROP
 JR0966_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JR0966_PROJECTION: FLUSH
 JR0966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0966+STABILITY: POSITION/ELEVATION WELL
 JR0966
 JR0966  HISTORY     - Date     Condition        Report By
 JR0966  HISTORY     - 1950     MONUMENTED       CGS
 JR0966  HISTORY     - 1952     GOOD             CGS
 JR0966  HISTORY     - 1967     GOOD             USGS
 JR0966
 JR0966                          STATION DESCRIPTION
 JR0966
 JR0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 JR0966'THE STATION IS LOCATED ABOUT 16 MILES WEST NORTHWEST OF THE
 JR0966'BASALT MAINTENANCE STATION, 15 MILES NORTH NORTHWEST OF THE
 JR0966'JUNCTION OF U.S. HIGHWAY 6 AND CALIFORNIA STATE HIGHWAY 120,
 JR0966'AND 6 MILES SOUTH OF HUNTOON VALLEY.  IT IS THE HIGHEST POINT
 JR0966'AND THE SOUTHWESTERN END OF A NORTHEAST-SOUTHWEST RIDGE THAT
 JR0966'BREAKS OFF SHARPLY ON THE WEST SIDE.  THE MARK IS STAMPED
 JR0966'HUNTOON 1950.
 JR0966'
 JR0966'REFERENCE MARK NUMBER 1, STAMPED HUNTOON NO 1 1950, IS ABOUT 2
 JR0966'FEET LOWER THAN THE STATION MARK.
 JR0966'
 JR0966'REFERENCE MARK NUMBER 2, STAMPED HUNTOON NO 2 1950, IS ABOUT THE
 JR0966'SAME ELEVATION AS THE STATION MARK.
 JR0966'
 JR0966'TO REACH THE STATION FROM THE JUNCTION OF CALIFORNIA STATE
 JR0966'HIGHWAY 120 AND U.S. HIGHWAY 6 WHICH IS ABOUT 35 MILES NORTH OF
 JR0966'BISHOP, CALIFORNIA, GO NORTHWEST ON U.S. HIGHWAY 6 FOR 3.3 MILES
 JR0966'TO A BLADED ROAD TO THE LEFT.  TURN LEFT AND FOLLOW THE BLADED
 JR0966'ROAD FOR 1.8 MILES TO A GATE.  PASS THROUGH THE GATE AND FOLLOW
 JR0966'THE FENCE FOR 0.15 MILE TO A GATE.  PASS THROUGH THE GATE AND
 JR0966'TURN RIGHT THROUGH ANOTHER GATE.  TURN LEFT, EAST, ON A ROAD
 JR0966'THAT PARALLELS THE FENCE FOR 0.25 MILE TO THE END OF THE FENCE
 JR0966'AND A THREE ROAD FORK.  TAKE THE CENTER ROAD AND GO 7.7 MILES
 JR0966'TO A FORK.  TAKE THE LEFT FORK AND GO 2.0 MILES TO A FORK.
 JR0966'TAKE THE LEFT FORK AND GO 1.3 MILES TO A FORK.  TAKE THE LEFT
 JR0966'FORK AND GO 5.2 MILES TO A FENCE AT THE EASTERN EDGE OF A SINK.
 JR0966'CONTINUE ON THE ROAD FOR 1.0 MILE.  TURN RIGHT AND GO
 JR0966'ACROSS COUNTRY UP THE RIDGE IN A NORTHWESTERLY DIRECTION AND
 JR0966'NORTH ACROSS A FLAT, KEEPING JUST TO THE RIGHT OF THE HIGHEST
 JR0966'POINT, FOR A DISTANCE OF 1.5 MILES.  GO WEST AND NORTHWEST
 JR0966'FOR 0.9 MILE, DROPPING DOWN INTO A DRAW.  GO EAST DOWN THE DRAW
 JR0966'FOR 1.2 MILES TO A WASH ON THE LEFT.  TURN LEFT AND GO NORTH
 JR0966'DOWN THE WASH FOR 1.35 MILES.  TURN LEFT AND PICK WAY WESTERLY
 JR0966'UP THE RIDGE FOR 1.85 MILES TO THE TOP OF THE RIDGE.  GO SOUTH
 JR0966'ALONG THE RIDGE FOR 1.15 MILES.  TURN RIGHT, DROPPING DOWN
 JR0966'INTO A SINK, THEN NORTH FOR 1.4 MILES TO THE NORTH END OF THE
 JR0966'SINK.  PICK YOUR WAY WEST AND SOUTHWEST FOR 0.7 MILE TO THE
 JR0966'TOP OF THE RIDGE.  GO SOUTH ALONG THE RIDGE FOR 0.15 MILE.
 JR0966'TURN WEST, GOING DOWN AND ACROSS A SAGEBRUSH COVERED FLAT,
 JR0966'FOR 0.2 MILE.  PICK YOUR WAY NORTH UP THE RIDGE FOR 0.9 MILE
 JR0966'TO THE HIGHEST POINT AND THE STATION AS DESCRIBED ABOVE.  A
 JR0966'DRIVE STATION WITH A FOUR WHEEL DRIVE VEHICLE.
 JR0966
 JR0966                          STATION RECOVERY (1952)
 JR0966
 JR0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JR0966'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 JR0966'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 JR0966'
 JR0966'STATION IS LOCATED, AIRLINE, ABOUT 16 MILES WEST NORTHWEST OF
 JR0966'THE BASALT MAINTENANCE STATION, 15 MILES NORTH NORTHWEST OF THE
 JR0966'JUNCTION OF U.S. HIGHWAY 6 AND CALIFORNIA STATE HIGHWAY 120, AND
 JR0966'6 MILES SOUTH OF HUNTOON VALLEY.  IT IS ON THE HIGHEST POINT AND
 JR0966'THE SOUTHWESTERN END OF A NORTHEAST-SOUTHWEST RIDGE THAT BREAKS
 JR0966'OFF SHARPLY ON THE WEST SIDE.
 JR0966'
 JR0966'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 JR0966'TONOPAH, GO WEST ON U.S. HIGHWAYS 6 AND 95 FOR 42.0 MILES TO
 JR0966'COALDALE JUNCTION.  TURN LEFT ON U.S. HIGHWAY 6 AND GO 37.3 MILES
 JR0966'TO A GRADED ROAD ON THE RIGHT.  TURN RIGHT AND GO 1.5 MILES TO
 JR0966'THE END OF THE GRADED ROAD.  CONTINUE STRAIGHT AHEAD ON THE TRACK
 JR0966'ROAD UP THE RIDGE FOR 7.7 MILES TO A FORK.  TAKE THE LEFT FORK
 JR0966'AND GO 2.0 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 1.3
 JR0966'MILES TO A FORK.  TAKE THE LEFT FORK AND GO 5.2 MILES TO A
 JR0966'FENCE AT THE EASTERN EDGE OF A SINK.  CONTINUE ACROSS THE
 JR0966'SINK FOR 1.0 MILE.  TURN RIGHT ACROSS COUNTRY ON A DIM TRACK
 JR0966'ROAD UP THE RIDGE IN A NORTHWEST AND THEN NORTHERLY DIRECTION,
 JR0966'KEEPING TO THE RIGHT OF THE HIGHEST POINT, FOR A DISTANCE OF 1.5
 JR0966'MILES.  GO WEST AND THEN NORTHWEST, DROPPING DOWN INTO A DRAW,
 JR0966'FOR 0.9 MILE.  GO EAST, DOWN THE DRAW, FOR 1.2 MILES TO A
 JR0966'WASH ON THE LEFT.  TURN LEFT, NORTH, DOWN THE WASH FOR 1.35 MILES.
 JR0966'TURN LEFT AND PICK WAY WESTERLY UP THE RIDGE FOR 1.8 MILES TO THE
 JR0966'TOP OF THE RIDGE.  GO SOUTH ALONG THE RIDGE FOR 1.2 MILES.
 JR0966'TURN RIGHT, DROPPING DOWN INTO A SINK, THEN NORTH FOR 1.4
 JR0966'MILES TO THE NORTH END OF THE SINK.  PICK WAY WEST AND
 JR0966'SOUTHWEST FOR 0.7 MILE TO THE TOP OF THE RIDGE.  GO SOUTH ALONG
 JR0966'THE RIDGE FOR 0.15 MILE.  TURN WEST, GOING DOWN AND ACROSS A
 JR0966'SAGEBRUSH COVERED FLAT, FOR 0.2 MILE.  PICK WAY NORTH UP THE
 JR0966'RIDGE FOR 0.9 MILE TO THE HIGHEST POINT AND THE STATION.  A
 JR0966'DRIVE STATION WITH A FOUR WHEEL DRIVE TRUCK.  TIME OF DRIVE
 JR0966'FROM THE HIGHWAY IS 5 HOURS OVER VERY ROUGH COUNTRY.  A TRACK
 JR0966'ROAD CAN BE SEEN VERY DIMLY OVER MOST OF THE ROUTE.
 JR0966'
 JR0966'STATION MARK, STAMPED HUNTOON 1950, IS A STANDARD DISK CEMENTED
 JR0966'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 JR0966'
 JR0966'REFERENCE MARK NUMBER 1, STAMPED HUNTOON NO 1 1950, IS A
 JR0966'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 JR0966'THAT PROJECTS 12 INCHES AND IS 2-1/2 FEET LOWER IN ELEVATION
 JR0966'THAN THE STATION.
 JR0966'
 JR0966'REFERENCE MARK NUMBER 2, STAMPED HUNTOON NO 2 1950, IS A STANDARD
 JR0966'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 JR0966'PROJECTS 2 FEET AND IS AT THE SAME ELEVATION AS THE STATION.
 JR0966
 JR0966                          STATION RECOVERY (1967)
 JR0966
 JR0966'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JR0966'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38118-3, STATION 1020.
 JR0966'STATION MARK--A STANDARD DISK STAMPED---HUNTOON 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1154 ***********************************************************************
 AI1154  DESIGNATION -  HUT
 AI1154  PID         -  AI1154
 AI1154  STATE/COUNTY-  NV/NYE
 AI1154  USGS QUAD   -  SCRUGHAM PEAK (1961)
 AI1154
 AI1154                         *CURRENT SURVEY CONTROL
 AI1154  ___________________________________________________________________
 AI1154* NAD 83(1994)-  37 11 52.60560(N)    116 23 54.53958(W)     ADJUSTED  
 AI1154* NAVD 88     -      2073.8    (meters)    6804.     (feet)  VERTCON   
 AI1154  ___________________________________________________________________
 AI1154  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 AI1154  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AI1154
 AI1154  HORZ ORDER  -  THIRD
 AI1154
 AI1154.The horizontal coordinates were established by classical geodetic methods
 AI1154.and adjusted by the National Geodetic Survey in March 1999..
 AI1154
 AI1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1154
 AI1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1154
 AI1154.The geoid height was determined by GEOID03.
 AI1154
 AI1154;                    North         East     Units Scale Factor Converg.
 AI1154;SPC NV C     - 6,271,627.116   523,807.077   MT  0.99990698   +0 09 43.7
 AI1154;SPC NV C     -20,576,163.30  1,718,523.72   sFT  0.99990698   +0 09 43.7
 AI1154;UTM  11      - 4,117,000.943   553,381.806   MT  0.99963510   +0 21 49.2
 AI1154
 AI1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1154!SPC NV C     -   0.99967881  x   0.99990698  =   0.99958582
 AI1154!UTM  11      -   0.99967881  x   0.99963510  =   0.99931403
 AI1154
 AI1154                          SUPERSEDED SURVEY CONTROL
 AI1154
 AI1154  NGVD 29 (03/11/99) 2072.6    (m)         6800.     (f) VERT ANG       
 AI1154
 AI1154.Superseded values are not recommended for survey control.
 AI1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1154.See file dsdata.txt to determine how the superseded data were derived.
 AI1154
 AI1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB5338217001(NAD 83)
 AI1154_MARKER: DS = TRIANGULATION STATION DISK
 AI1154_SETTING: 66 = SET IN ROCK OUTCROP
 AI1154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1154+STABILITY: POSITION/ELEVATION WELL
 AI1154
 AI1154  HISTORY     - Date     Condition        Report By
 AI1154  HISTORY     - 1959     MONUMENTED       USGS
 AI1154
 AI1154                          STATION DESCRIPTION
 AI1154
 AI1154'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AI1154'LOCATED ABOUT 39 MI. N. OF LATHROP WELLS, ABOUT 25 MI. NW. OF THE NW.
 AI1154'CORNER OF YUCCA LAKE ON THE MESA WHICH OVERLOOKS FORTY MILE CANYON
 AI1154'FROM THE N., ON THE S. END OF A MODERATELY HEAVILY TIMBERED MESA WHERE
 AI1154'IT BREAKS OFF SHARPLY TO THE S., ON A SMALL ROUND TOP MORE BARREN THAN
 AI1154'ITS SURROUNDINGS AND THE HIGHEST POINT IN THE VICINITY. STATION
 AI1154'REACHED BY HELICOPTER. STATION MARK--STANDARD TABLET STAMPED---HUT
 AI1154'1959--- SET IN OUTCROPPING ROCK. REFERENCE MARK NO. 1--STANDARD
 AI1154'REFERENCE MARK TABLET STAMPED---NO 1 1959--- SET IN OUTCROPPING ROCK
 AI1154'25.96 FT. FROM STATION MARK IN DIRECTI 110 DEGREES 50 MINUTES.
 AI1154'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 AI1154'1959--- SET IN OUTCROPPING ROCK 22.35 FT. FROM STATION MARK IN DIRECTI
 AI1154'274 DEGREES 18 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1183 ***********************************************************************
 KR1183  DESIGNATION -  HWY 40 STA 0130+00
 KR1183  PID         -  KR1183
 KR1183  STATE/COUNTY-  NV/WASHOE
 KR1183  USGS QUAD   -  VERDI (1982)
 KR1183
 KR1183                         *CURRENT SURVEY CONTROL
 KR1183  ___________________________________________________________________
 KR1183* NAD 83(1986)-  39 30 07.     (N)    119 59 54.     (W)     SCALED    
 KR1183* NAVD 88     -      1524.282  (meters)    5000.92   (feet)  ADJUSTED  
 KR1183  ___________________________________________________________________
 KR1183  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 KR1183  DYNAMIC HT  -        1522.856 (meters)    4996.24  (feet)  COMP
 KR1183  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 KR1183
 KR1183  VERT ORDER  -  SECOND    CLASS 0
 KR1183
 KR1183.The horizontal coordinates were scaled from a topographic map and have
 KR1183.an estimated accuracy of +/- 6 seconds.
 KR1183
 KR1183.The orthometric height was determined by differential leveling
 KR1183.and adjusted by the National Geodetic Survey in June 1991..
 KR1183
 KR1183.The geoid height was determined by GEOID03.
 KR1183
 KR1183.The dynamic height is computed by dividing the NAVD 88
 KR1183.geopotential number by the normal gravity value computed on the
 KR1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1183.degrees latitude (g = 980.6199 gals.).
 KR1183
 KR1183.The modeled gravity was interpolated from observed gravity values.
 KR1183
 KR1183;                    North         East    Units  Estimated Accuracy
 KR1183;SPC NV W     - 4,528,280.      678,300.      MT  (+/- 180 meters Scaled)
 KR1183
 KR1183                          SUPERSEDED SURVEY CONTROL
 KR1183
 KR1183  NGVD 29 (??/??/92) 1523.138  (m)         4997.16   (f) ADJ UNCH    2 0
 KR1183
 KR1183.Superseded values are not recommended for survey control.
 KR1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1183.See file dsdata.txt to determine how the superseded data were derived.
 KR1183
 KR1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD421767(NAD 83)
 KR1183_MARKER: DD = SURVEY DISK
 KR1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1183_STAMPING: 0130 + 00 POT OE130 + 00 POT
 KR1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1183+STABILITY: SURFACE MOTION
 KR1183
 KR1183  HISTORY     - Date     Condition        Report By
 KR1183  HISTORY     - UNK      MONUMENTED       NVDH
 KR1183  HISTORY     - 1958     GOOD             NGS
 KR1183  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1183
 KR1183                          STATION DESCRIPTION
 KR1183
 KR1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR1183'1.5 MI S FROM VERDI.
 KR1183'1.5 MILES SOUTH ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT VERDI,
 KR1183'ABOUT 200.0 FEET SOUTH OF A CHEVRON GAS STATION, 44.0 FEET EAST OF THE
 KR1183'EAST BOUND TRAFFIC LANE, 27.3 FEET SOUTH OF POWER POLE NO. 10, 5.0
 KR1183'FEET WEST OF A HIGHWAY RIGHT-OF-WAY MARKER POST, SET IN A SQUARE
 KR1183'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 KR1183
 KR1183                          STATION RECOVERY (1967)
 KR1183
 KR1183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1273 ***********************************************************************
 KR1273  DESIGNATION -  HWY 40E STA 175+86.16
 KR1273  PID         -  KR1273
 KR1273  STATE/COUNTY-  NV/WASHOE
 KR1273  USGS QUAD   -  VISTA (1982)
 KR1273
 KR1273                         *CURRENT SURVEY CONTROL
 KR1273  ___________________________________________________________________
 KR1273* NAD 83(1986)-  39 31 08.     (N)    119 41 05.     (W)     SCALED    
 KR1273* NAVD 88     -      1344.913  (meters)    4412.44   (feet)  ADJUSTED  
 KR1273  ___________________________________________________________________
 KR1273  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR1273  DYNAMIC HT  -        1343.711 (meters)    4408.49  (feet)  COMP
 KR1273  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 KR1273
 KR1273  VERT ORDER  -  SECOND    CLASS 0
 KR1273
 KR1273.The horizontal coordinates were scaled from a topographic map and have
 KR1273.an estimated accuracy of +/- 6 seconds.
 KR1273
 KR1273.The orthometric height was determined by differential leveling
 KR1273.and adjusted by the National Geodetic Survey in June 1991..
 KR1273
 KR1273.The geoid height was determined by GEOID03.
 KR1273
 KR1273.The dynamic height is computed by dividing the NAVD 88
 KR1273.geopotential number by the normal gravity value computed on the
 KR1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1273.degrees latitude (g = 980.6199 gals.).
 KR1273
 KR1273.The modeled gravity was interpolated from observed gravity values.
 KR1273
 KR1273;                    North         East    Units  Estimated Accuracy
 KR1273;SPC NV W     - 4,529,780.      705,300.      MT  (+/- 180 meters Scaled)
 KR1273
 KR1273                          SUPERSEDED SURVEY CONTROL
 KR1273
 KR1273  NGVD 29 (??/??/92) 1343.855  (m)         4408.96   (f) ADJ UNCH    2 0
 KR1273
 KR1273.Superseded values are not recommended for survey control.
 KR1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1273.See file dsdata.txt to determine how the superseded data were derived.
 KR1273
 KR1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD692778(NAD 83)
 KR1273_MARKER: DD = SURVEY DISK
 KR1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1273_STAMPING: E 45.74 E 175 + 86.16 4408.458
 KR1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1273+STABILITY: SURFACE MOTION
 KR1273
 KR1273  HISTORY     - Date     Condition        Report By
 KR1273  HISTORY     - UNK      MONUMENTED       NVDH
 KR1273  HISTORY     - 1958     GOOD             NGS
 KR1273
 KR1273                          STATION DESCRIPTION
 KR1273
 KR1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR1273'4.2 MI E FROM SPARKS.
 KR1273'4.2 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF U.S.
 KR1273'HIGHWAY 40 AND 12 TH STREET AT SPARKS, 119.8 FEET WEST OF A SIDE ROAD
 KR1273'RIGHT, 45.6 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC
 KR1273'LANE, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1274 ***********************************************************************
 KR1274  DESIGNATION -  HWY 40E STA 184+04.89 PC
 KR1274  PID         -  KR1274
 KR1274  STATE/COUNTY-  NV/WASHOE
 KR1274  USGS QUAD   -  VISTA (1982)
 KR1274
 KR1274                         *CURRENT SURVEY CONTROL
 KR1274  ___________________________________________________________________
 KR1274* NAD 83(1986)-  39 31 02.     (N)    119 40 59.     (W)     SCALED    
 KR1274* NAVD 88     -      1342.147  (meters)    4403.36   (feet)  ADJUSTED  
 KR1274  ___________________________________________________________________
 KR1274  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR1274  DYNAMIC HT  -        1340.946 (meters)    4399.42  (feet)  COMP
 KR1274  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 KR1274
 KR1274  VERT ORDER  -  SECOND    CLASS 0
 KR1274
 KR1274.The horizontal coordinates were scaled from a topographic map and have
 KR1274.an estimated accuracy of +/- 6 seconds.
 KR1274
 KR1274.The orthometric height was determined by differential leveling
 KR1274.and adjusted by the National Geodetic Survey in June 1991..
 KR1274
 KR1274.The geoid height was determined by GEOID03.
 KR1274
 KR1274.The dynamic height is computed by dividing the NAVD 88
 KR1274.geopotential number by the normal gravity value computed on the
 KR1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1274.degrees latitude (g = 980.6199 gals.).
 KR1274
 KR1274.The modeled gravity was interpolated from observed gravity values.
 KR1274
 KR1274;                    North         East    Units  Estimated Accuracy
 KR1274;SPC NV W     - 4,529,590.      705,440.      MT  (+/- 180 meters Scaled)
 KR1274
 KR1274                          SUPERSEDED SURVEY CONTROL
 KR1274
 KR1274  NGVD 29 (??/??/92) 1341.089  (m)         4399.89   (f) ADJ UNCH    2 0
 KR1274
 KR1274.Superseded values are not recommended for survey control.
 KR1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1274.See file dsdata.txt to determine how the superseded data were derived.
 KR1274
 KR1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD693776(NAD 83)
 KR1274_MARKER: DD = SURVEY DISK
 KR1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1274_STAMPING: E 38.33 E 184 + 04.89 PC 4399.492
 KR1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1274+STABILITY: SURFACE MOTION
 KR1274
 KR1274  HISTORY     - Date     Condition        Report By
 KR1274  HISTORY     - UNK      MONUMENTED       NVDH
 KR1274  HISTORY     - 1958     GOOD             NGS
 KR1274
 KR1274                          STATION DESCRIPTION
 KR1274
 KR1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR1274'4.4 MI E FROM SPARKS.
 KR1274'4.4 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF U.S.
 KR1274'HIGHWAY 40 AND 12 TH STREET AT SPARKS, 38.4 FEET SOUTH OF THE
 KR1274'CENTERLINE OF THE EAST BOUND TRAFFIC LANE, SET IN A ROUND CONCRETE
 KR1274'POST PROJECTING 1 INCH ABOVE GROUND SURFACE, AND ABOUT 15 FEET LOWER
 KR1274'THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1275 ***********************************************************************
 KR1275  DESIGNATION -  HWY 40E STA 196+09.50 PT
 KR1275  PID         -  KR1275
 KR1275  STATE/COUNTY-  NV/WASHOE
 KR1275  USGS QUAD   -  VISTA (1982)
 KR1275
 KR1275                         *CURRENT SURVEY CONTROL
 KR1275  ___________________________________________________________________
 KR1275* NAD 83(1986)-  39 30 54.     (N)    119 40 46.     (W)     SCALED    
 KR1275* NAVD 88     -      1343.744  (meters)    4408.60   (feet)  ADJUSTED  
 KR1275  ___________________________________________________________________
 KR1275  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR1275  DYNAMIC HT  -        1342.540 (meters)    4404.65  (feet)  COMP
 KR1275  MODELED GRAV-     979,684.1   (mgal)                       NAVD 88
 KR1275
 KR1275  VERT ORDER  -  SECOND    CLASS 0
 KR1275
 KR1275.The horizontal coordinates were scaled from a topographic map and have
 KR1275.an estimated accuracy of +/- 6 seconds.
 KR1275
 KR1275.The orthometric height was determined by differential leveling
 KR1275.and adjusted by the National Geodetic Survey in June 1991..
 KR1275
 KR1275.The geoid height was determined by GEOID03.
 KR1275
 KR1275.The dynamic height is computed by dividing the NAVD 88
 KR1275.geopotential number by the normal gravity value computed on the
 KR1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1275.degrees latitude (g = 980.6199 gals.).
 KR1275
 KR1275.The modeled gravity was interpolated from observed gravity values.
 KR1275
 KR1275;                    North         East    Units  Estimated Accuracy
 KR1275;SPC NV W     - 4,529,340.      705,750.      MT  (+/- 180 meters Scaled)
 KR1275
 KR1275                          SUPERSEDED SURVEY CONTROL
 KR1275
 KR1275  NGVD 29 (??/??/92) 1342.684  (m)         4405.12   (f) ADJ UNCH    2 0
 KR1275
 KR1275.Superseded values are not recommended for survey control.
 KR1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1275.See file dsdata.txt to determine how the superseded data were derived.
 KR1275
 KR1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD696773(NAD 83)
 KR1275_MARKER: DD = SURVEY DISK
 KR1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1275_STAMPING: E 32.80 E 196 + 09.50 PT 4404.591
 KR1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1275+STABILITY: SURFACE MOTION
 KR1275
 KR1275  HISTORY     - Date     Condition        Report By
 KR1275  HISTORY     - UNK      MONUMENTED       NVDH
 KR1275  HISTORY     - 1958     GOOD             NGS
 KR1275
 KR1275                          STATION DESCRIPTION
 KR1275
 KR1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR1275'4.6 MI E FROM SPARKS.
 KR1275'4.6 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF U.S.
 KR1275'HIGHWAY 40 AND 12 TH STREET AT SPARKS, 76.9 FEET EAST OF THE CENTER OF
 KR1275'A SIDE ROAD RIGHT, 33.0 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 KR1275'TRAFFIC LANE, SET IN A ROUND CONCRETE POST PROJECTING 1 INCH ABOVE
 KR1275'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1276 ***********************************************************************
 KR1276  DESIGNATION -  HWY 40E STA 209+08.87 PC
 KR1276  PID         -  KR1276
 KR1276  STATE/COUNTY-  NV/WASHOE
 KR1276  USGS QUAD   -  VISTA (1982)
 KR1276
 KR1276                         *CURRENT SURVEY CONTROL
 KR1276  ___________________________________________________________________
 KR1276* NAD 83(1986)-  39 30 47.     (N)    119 40 32.     (W)     SCALED    
 KR1276* NAVD 88     -      1342.690  (meters)    4405.14   (feet)  ADJUSTED  
 KR1276  ___________________________________________________________________
 KR1276  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR1276  DYNAMIC HT  -        1341.485 (meters)    4401.19  (feet)  COMP
 KR1276  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 KR1276
 KR1276  VERT ORDER  -  SECOND    CLASS 0
 KR1276
 KR1276.The horizontal coordinates were scaled from a topographic map and have
 KR1276.an estimated accuracy of +/- 6 seconds.
 KR1276
 KR1276.The orthometric height was determined by differential leveling
 KR1276.and adjusted by the National Geodetic Survey in June 1991..
 KR1276
 KR1276.The geoid height was determined by GEOID03.
 KR1276
 KR1276.The dynamic height is computed by dividing the NAVD 88
 KR1276.geopotential number by the normal gravity value computed on the
 KR1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1276.degrees latitude (g = 980.6199 gals.).
 KR1276
 KR1276.The modeled gravity was interpolated from observed gravity values.
 KR1276
 KR1276;                    North         East    Units  Estimated Accuracy
 KR1276;SPC NV W     - 4,529,120.      706,080.      MT  (+/- 180 meters Scaled)
 KR1276
 KR1276                          SUPERSEDED SURVEY CONTROL
 KR1276
 KR1276  NGVD 29 (??/??/92) 1341.629  (m)         4401.66   (f) ADJ UNCH    2 0
 KR1276
 KR1276.Superseded values are not recommended for survey control.
 KR1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1276.See file dsdata.txt to determine how the superseded data were derived.
 KR1276
 KR1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD699771(NAD 83)
 KR1276_MARKER: DD = SURVEY DISK
 KR1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1276_STAMPING: E 22.20 E 209 + 08.87 PC 4401.122
 KR1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1276+STABILITY: SURFACE MOTION
 KR1276
 KR1276  HISTORY     - Date     Condition        Report By
 KR1276  HISTORY     - UNK      MONUMENTED       NVDH
 KR1276  HISTORY     - 1958     GOOD             NGS
 KR1276
 KR1276                          STATION DESCRIPTION
 KR1276
 KR1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR1276'4.9 MI E FROM SPARKS.
 KR1276'4.9 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF U.S.
 KR1276'HIGHWAY 40 AND 12 TH STREET AT SPARKS, 22.3 FEET SOUTH OF THE
 KR1276'CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 2.1 FEET EAST OF A HIGHWAY
 KR1276'GUARD RAIL, SET IN A ROUND CONCRETE POST PROJECTING 1 INCH ABOVE
 KR1276'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1278 ***********************************************************************
 KR1278  DESIGNATION -  HWY 40E STA 263+58.95 PT
 KR1278  PID         -  KR1278
 KR1278  STATE/COUNTY-  NV/WASHOE
 KR1278  USGS QUAD   -  VISTA (1982)
 KR1278
 KR1278                         *CURRENT SURVEY CONTROL
 KR1278  ___________________________________________________________________
 KR1278* NAD 83(1994)-  39 30 37.54989(N)    119 39 29.17507(W)     ADJUSTED  
 KR1278* NAVD 88     -      1350.459  (meters)    4430.63   (feet)  ADJUSTED  
 KR1278  ___________________________________________________________________
 KR1278  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 KR1278  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR1278  DYNAMIC HT  -        1349.254 (meters)    4426.68  (feet)  COMP
 KR1278  MODELED GRAV-     979,687.2   (mgal)                       NAVD 88
 KR1278
 KR1278  HORZ ORDER  -  SECOND
 KR1278  VERT ORDER  -  SECOND    CLASS 0
 KR1278
 KR1278.The horizontal coordinates were established by classical geodetic methods
 KR1278.and adjusted by the National Geodetic Survey in June 1998..
 KR1278
 KR1278.The orthometric height was determined by differential leveling
 KR1278.and adjusted by the National Geodetic Survey in June 1991..
 KR1278
 KR1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1278
 KR1278.The geoid height was determined by GEOID03.
 KR1278
 KR1278.The dynamic height is computed by dividing the NAVD 88
 KR1278.geopotential number by the normal gravity value computed on the
 KR1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1278.degrees latitude (g = 980.6199 gals.).
 KR1278
 KR1278.The modeled gravity was interpolated from observed gravity values.
 KR1278
 KR1278;                    North         East     Units Scale Factor Converg.
 KR1278;SPC NV W     - 4,528,812.542   707,577.301   MT  1.00000514   -0 41 01.8
 KR1278;SPC NV W     -14,858,279.15  2,321,443.20   sFT  1.00000514   -0 41 01.8
 KR1278;UTM  11      - 4,376,795.957   271,477.202   MT  1.00024301   -1 41 30.7
 KR1278
 KR1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1278!SPC NV W     -   0.99979195  x   1.00000514  =   0.99979709
 KR1278!UTM  11      -   0.99979195  x   1.00024301  =   1.00003491
 KR1278
 KR1278:                Primary Azimuth Mark                     Grid Az
 KR1278:SPC NV W     -  G 147                                    267 48 36.2
 KR1278:UTM  11      -  G 147                                    268 49 05.1
 KR1278
 KR1278|---------------------------------------------------------------------|
 KR1278| PID    Reference Object                     Distance      Geod. Az  |
 KR1278|                                                           dddmmss.s |
 KR1278| KR1277 G 147                               APPROX. 0.6 KM 2670734.4 |
 KR1278|---------------------------------------------------------------------|
 KR1278
 KR1278                          SUPERSEDED SURVEY CONTROL
 KR1278
 KR1278  NAD 83(1992)-  39 30 37.55565(N)    119 39 29.17029(W) AD(       ) 2
 KR1278  NAD 83(1986)-  39 30 37.55658(N)    119 39 29.16137(W) AD(       ) 2
 KR1278  NAD 27      -  39 30 37.87040(N)    119 39 25.49310(W) AD(       ) 2
 KR1278  NGVD 29 (??/??/92) 1349.407  (m)         4427.18   (f) ADJ UNCH    2 0
 KR1278
 KR1278.Superseded values are not recommended for survey control.
 KR1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1278.See file dsdata.txt to determine how the superseded data were derived.
 KR1278
 KR1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7147776796(NAD 83)
 KR1278_MARKER: DD = SURVEY DISK
 KR1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1278_STAMPING: E 50.00 E 263 + 58.95 PT 4426.593
 KR1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1278+STABILITY: SURFACE MOTION
 KR1278
 KR1278  HISTORY     - Date     Condition        Report By
 KR1278  HISTORY     - 1958     MONUMENTED       CGS
 KR1278  HISTORY     - 1958     GOOD             NGS
 KR1278
 KR1278                          STATION DESCRIPTION
 KR1278
 KR1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1278'THE STATION IS 0.35 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE
 KR1278'ROAD JUNCTION LEADING SOUTH TO THE BRIDGE ACROSS THE TRUCKEE
 KR1278'RIVER.  THIS JUNCTION BEING 6.0 MILES EAST ALONG U.S. HIGHWAY
 KR1278'40 FROM THE FIRST NATIONAL BANK IN SPARKS, WHICH IS BETWEEN
 KR1278'10TH AND 11TH STREETS.  IT IS NEAR THE EAST END OF A CUT BANK,
 KR1278'50 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 40 AND 51-1/2
 KR1278'FEET WEST-NORTHWEST OF POWER POLE NO. J14427.
 KR1278'
 KR1278'THE NEVADA HIGHWAY DEPARTMENT MARK IS A BRONZE DISK SET IN
 KR1278'A ROUND CONCRETE POST PROJECTING ABOUT 1 INCH.  LEGEND AND
 KR1278'STAMPING--
 KR1278'
 KR1278'DIST. E 50.00 FT.
 KR1278'
 KR1278'STA. E 263 + 58.95 P.T.
 KR1278'
 KR1278'ELEV. 4426.593
 KR1278'
 KR1278'BOTH ABOVE BENCH MARKS OCCUPIED AS TRIANGULATION STATIONS
 KR1278'AND SEPERATELY DESCRIBED.
 KR1278
 KR1278                          STATION RECOVERY (1958)
 KR1278
 KR1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KR1278'5.95 MI E FROM SPARKS.
 KR1278'5.95 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF U.S.
 KR1278'HIGHWAY 40 AND 12 TH STREET AT SPARKS, 51.5 FEET NORTHWEST OF
 KR1278'TELEPHONE POLE NO. 3, 50.0 FEET SOUTH OF THE CENTERLINE OF THE EAST
 KR1278'BOUND TRAFFIC LANE, SET IN A ROUND CONCRETE POST PROJECTING 1 INCH
 KR1278'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1281 ***********************************************************************
 KR1281  DESIGNATION -  HWY 40E STA 383+17.55 POT
 KR1281  PID         -  KR1281
 KR1281  STATE/COUNTY-  NV/WASHOE
 KR1281  USGS QUAD   -  PATRICK (1980)
 KR1281
 KR1281                         *CURRENT SURVEY CONTROL
 KR1281  ___________________________________________________________________
 KR1281* NAD 83(1986)-  39 31 30.     (N)    119 37 19.     (W)     SCALED    
 KR1281* NAVD 88     -      1350.891  (meters)    4432.05   (feet)  ADJUSTED  
 KR1281  ___________________________________________________________________
 KR1281  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KR1281  DYNAMIC HT  -        1349.676 (meters)    4428.06  (feet)  COMP
 KR1281  MODELED GRAV-     979,680.5   (mgal)                       NAVD 88
 KR1281
 KR1281  VERT ORDER  -  SECOND    CLASS 0
 KR1281
 KR1281.The horizontal coordinates were scaled from a topographic map and have
 KR1281.an estimated accuracy of +/- 6 seconds.
 KR1281
 KR1281.The orthometric height was determined by differential leveling
 KR1281.and adjusted by the National Geodetic Survey in June 1991..
 KR1281
 KR1281.The geoid height was determined by GEOID03.
 KR1281
 KR1281.The dynamic height is computed by dividing the NAVD 88
 KR1281.geopotential number by the normal gravity value computed on the
 KR1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1281.degrees latitude (g = 980.6199 gals.).
 KR1281
 KR1281.The modeled gravity was interpolated from observed gravity values.
 KR1281
 KR1281;                    North         East    Units  Estimated Accuracy
 KR1281;SPC NV W     - 4,530,390.      710,710.      MT  (+/- 180 meters Scaled)
 KR1281
 KR1281                          SUPERSEDED SURVEY CONTROL
 KR1281
 KR1281  NGVD 29 (??/??/92) 1349.832  (m)         4428.57   (f) ADJ UNCH    2 0
 KR1281
 KR1281.Superseded values are not recommended for survey control.
 KR1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1281.See file dsdata.txt to determine how the superseded data were derived.
 KR1281
 KR1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD746783(NAD 83)
 KR1281_MARKER: DD = SURVEY DISK
 KR1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1281_STAMPING: E 40.00 E 383 + 17.55 POT 4427.975
 KR1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1281+STABILITY: SURFACE MOTION
 KR1281
 KR1281  HISTORY     - Date     Condition        Report By
 KR1281  HISTORY     - UNK      MONUMENTED       NVDH
 KR1281  HISTORY     - 1958     GOOD             NGS
 KR1281
 KR1281                          STATION DESCRIPTION
 KR1281
 KR1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR1281'8.2 MI E FROM SPARKS.
 KR1281'8.2 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF U.S.
 KR1281'HIGHWAY 40 AND 12 TH STREET AT SPARKS, 43.0 FEET NORTHWEST OF THE
 KR1281'CENTER OF ABANDONED HIGHWAY, 40.0 FEET SOUTHEAST OF THE CENTERLINE OF
 KR1281'THE EAST BOUND TRAFFIC LANE, SET IN A ROUND CONCRETE POST PROJECTING 2
 KR1281'INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1282 ***********************************************************************
 KR1282  DESIGNATION -  HWY 40E STA 439+06.53 PT
 KR1282  PID         -  KR1282
 KR1282  STATE/COUNTY-  NV/WASHOE
 KR1282  USGS QUAD   -  PATRICK (1980)
 KR1282
 KR1282                         *CURRENT SURVEY CONTROL
 KR1282  ___________________________________________________________________
 KR1282* NAD 83(1986)-  39 31 58.     (N)    119 36 22.     (W)     SCALED    
 KR1282* NAVD 88     -      1334.064  (meters)    4376.84   (feet)  ADJUSTED  
 KR1282  ___________________________________________________________________
 KR1282  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 KR1282  DYNAMIC HT  -        1332.864 (meters)    4372.90  (feet)  COMP
 KR1282  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 KR1282
 KR1282  VERT ORDER  -  SECOND    CLASS 0
 KR1282
 KR1282.The horizontal coordinates were scaled from a topographic map and have
 KR1282.an estimated accuracy of +/- 6 seconds.
 KR1282
 KR1282.The orthometric height was determined by differential leveling
 KR1282.and adjusted by the National Geodetic Survey in June 1991..
 KR1282
 KR1282.The geoid height was determined by GEOID03.
 KR1282
 KR1282.The dynamic height is computed by dividing the NAVD 88
 KR1282.geopotential number by the normal gravity value computed on the
 KR1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1282.degrees latitude (g = 980.6199 gals.).
 KR1282
 KR1282.The modeled gravity was interpolated from observed gravity values.
 KR1282
 KR1282;                    North         East    Units  Estimated Accuracy
 KR1282;SPC NV W     - 4,531,240.      712,080.      MT  (+/- 180 meters Scaled)
 KR1282
 KR1282                          SUPERSEDED SURVEY CONTROL
 KR1282
 KR1282  NGVD 29 (??/??/92) 1333.008  (m)         4373.38   (f) ADJ UNCH    2 0
 KR1282
 KR1282.Superseded values are not recommended for survey control.
 KR1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1282.See file dsdata.txt to determine how the superseded data were derived.
 KR1282
 KR1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD760791(NAD 83)
 KR1282_MARKER: DD = SURVEY DISK
 KR1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1282_STAMPING: E 44.00 E 439 + 06.53 PT 4372.785
 KR1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1282+STABILITY: SURFACE MOTION
 KR1282
 KR1282  HISTORY     - Date     Condition        Report By
 KR1282  HISTORY     - UNK      MONUMENTED       NVDH
 KR1282  HISTORY     - 1958     GOOD             NGS
 KR1282
 KR1282                          STATION DESCRIPTION
 KR1282
 KR1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR1282'9.3 MI E FROM SPARKS.
 KR1282'9.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF U.S.
 KR1282'HIGHWAY 40 AND 12 TH STREET AT SPARKS, 61.8 FEET NORTHEAST OF THE
 KR1282'NORTHEAST END OF A HIGHWAY GUARD RAIL, 45.0 FEET SOUTHEAST OF THE
 KR1282'CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 5.9 FEET NORTHWEST OF A
 KR1282'HIGHWAY RIGHT-OF-WAY MARKER POST, SET IN A ROUND CONCRETE POST
 KR1282'PROJECTING 1 INCH ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1286 ***********************************************************************
 KR1286  DESIGNATION -  HWY 40E STA 502+16.97 PT
 KR1286  PID         -  KR1286
 KR1286  STATE/COUNTY-  NV/WASHOE
 KR1286  USGS QUAD   -  PATRICK (1980)
 KR1286
 KR1286                         *CURRENT SURVEY CONTROL
 KR1286  ___________________________________________________________________
 KR1286* NAD 83(1986)-  39 32 44.     (N)    119 35 27.     (W)     SCALED    
 KR1286* NAVD 88     -      1318.329  (meters)    4325.22   (feet)  ADJUSTED  
 KR1286  ___________________________________________________________________
 KR1286  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KR1286  DYNAMIC HT  -        1317.149 (meters)    4321.35  (feet)  COMP
 KR1286  MODELED GRAV-     979,686.4   (mgal)                       NAVD 88
 KR1286
 KR1286  VERT ORDER  -  SECOND    CLASS 0
 KR1286
 KR1286.The horizontal coordinates were scaled from a topographic map and have
 KR1286.an estimated accuracy of +/- 6 seconds.
 KR1286
 KR1286.The orthometric height was determined by differential leveling
 KR1286.and adjusted by the National Geodetic Survey in June 1991..
 KR1286
 KR1286.The geoid height was determined by GEOID03.
 KR1286
 KR1286.The dynamic height is computed by dividing the NAVD 88
 KR1286.geopotential number by the normal gravity value computed on the
 KR1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1286.degrees latitude (g = 980.6199 gals.).
 KR1286
 KR1286.The modeled gravity was interpolated from observed gravity values.
 KR1286
 KR1286;                    North         East    Units  Estimated Accuracy
 KR1286;SPC NV W     - 4,532,650.      713,410.      MT  (+/- 180 meters Scaled)
 KR1286
 KR1286                          SUPERSEDED SURVEY CONTROL
 KR1286
 KR1286  NGVD 29 (??/??/92) 1317.282  (m)         4321.78   (f) ADJ UNCH    2 0
 KR1286
 KR1286.Superseded values are not recommended for survey control.
 KR1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1286.See file dsdata.txt to determine how the superseded data were derived.
 KR1286
 KR1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD773805(NAD 83)
 KR1286_MARKER: DD = SURVEY DISK
 KR1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1286_STAMPING: E 44.05 E 502 + 16.97 P.T. 4321.152
 KR1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1286+STABILITY: SURFACE MOTION
 KR1286
 KR1286  HISTORY     - Date     Condition        Report By
 KR1286  HISTORY     - UNK      MONUMENTED       NVDH
 KR1286  HISTORY     - 1958     GOOD             NGS
 KR1286
 KR1286                          STATION DESCRIPTION
 KR1286
 KR1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR1286'5.2 MI W FROM 102 RANCH.
 KR1286'5.2 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH, 45.0 FEET
 KR1286'EAST OF THE EAST BOUND TRAFFIC LANE, 6.0 FEET WEST OF A RIGHT-OF-WAY
 KR1286'MARKER POST, SET IN A ROUND CONCRETE POST PROJECTING 1 INCH ABOVE
 KR1286'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1035 ***********************************************************************
 KR1035  DESIGNATION -  HWY 40E STA 54+42.35 PC
 KR1035  PID         -  KR1035
 KR1035  STATE/COUNTY-  NV/WASHOE
 KR1035  USGS QUAD   -  MT ROSE NW (1993)
 KR1035
 KR1035                         *CURRENT SURVEY CONTROL
 KR1035  ___________________________________________________________________
 KR1035* NAD 83(1986)-  39 28 53.     (N)    119 59 39.     (W)     SCALED    
 KR1035* NAVD 88     -      1526.486  (meters)    5008.15   (feet)  ADJUSTED  
 KR1035  ___________________________________________________________________
 KR1035  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 KR1035  DYNAMIC HT  -        1525.034 (meters)    5003.38  (feet)  COMP
 KR1035  MODELED GRAV-     979,622.9   (mgal)                       NAVD 88
 KR1035
 KR1035  VERT ORDER  -  SECOND    CLASS 0
 KR1035
 KR1035.The horizontal coordinates were scaled from a topographic map and have
 KR1035.an estimated accuracy of +/- 6 seconds.
 KR1035
 KR1035.The orthometric height was determined by differential leveling
 KR1035.and adjusted by the National Geodetic Survey in June 1991..
 KR1035
 KR1035.The geoid height was determined by GEOID03.
 KR1035
 KR1035.The dynamic height is computed by dividing the NAVD 88
 KR1035.geopotential number by the normal gravity value computed on the
 KR1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1035.degrees latitude (g = 980.6199 gals.).
 KR1035
 KR1035.The modeled gravity was interpolated from observed gravity values.
 KR1035
 KR1035;                    North         East    Units  Estimated Accuracy
 KR1035;SPC NV W     - 4,525,990.      678,630.      MT  (+/- 180 meters Scaled)
 KR1035
 KR1035                          SUPERSEDED SURVEY CONTROL
 KR1035
 KR1035  NGVD 29 (??/??/92) 1525.316  (m)         5004.31   (f) ADJ UNCH    2 0
 KR1035
 KR1035.Superseded values are not recommended for survey control.
 KR1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1035.See file dsdata.txt to determine how the superseded data were derived.
 KR1035
 KR1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD424744(NAD 83)
 KR1035_MARKER: DD = SURVEY DISK
 KR1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1035_STAMPING: OE54 + 42.35 PC
 KR1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1035+STABILITY: SURFACE MOTION
 KR1035
 KR1035  HISTORY     - Date     Condition        Report By
 KR1035  HISTORY     - UNK      MONUMENTED       NVDH
 KR1035  HISTORY     - 1958     GOOD             NGS
 KR1035
 KR1035                          STATION DESCRIPTION
 KR1035
 KR1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR1035'2.9 MI S FROM VERDI.
 KR1035'2.9 MILES SOUTH ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT VERDI,
 KR1035'TO A SMALL PARKING AREA ON EAST SIDE OF HIGHWAY, 55.5 FEET SOUTHEAST
 KR1035'OF A ELECTRONIC CAR COUNTER, 53.1 FEET SOUTH OF TELEPHONE POLE NO.
 KR1035'3309, 48.0 FEET EAST OF THE EAST BOUND TRAFFIC LANE, 2.0 FEET WEST OF
 KR1035'A HIGHWAY RIGHT-OF-WAY MARKER POST, SET IN A CONCRETE POST RESEMBLING
 KR1035'THE SHAPE OF THE STATE OF NEVADA, AND PROJECTING 1 INCH ABOVE GROUND
 KR1035'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1272 ***********************************************************************
 KR1272  DESIGNATION -  HWY 40W STA 170+32.55
 KR1272  PID         -  KR1272
 KR1272  STATE/COUNTY-  NV/WASHOE
 KR1272  USGS QUAD   -  VISTA (1982)
 KR1272
 KR1272                         *CURRENT SURVEY CONTROL
 KR1272  ___________________________________________________________________
 KR1272* NAD 83(1986)-  39 31 15.     (N)    119 41 13.     (W)     SCALED    
 KR1272* NAVD 88     -      1350.707  (meters)    4431.44   (feet)  ADJUSTED  
 KR1272  ___________________________________________________________________
 KR1272  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR1272  DYNAMIC HT  -        1349.502 (meters)    4427.49  (feet)  COMP
 KR1272  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 KR1272
 KR1272  VERT ORDER  -  SECOND    CLASS 0
 KR1272
 KR1272.The horizontal coordinates were scaled from a topographic map and have
 KR1272.an estimated accuracy of +/- 6 seconds.
 KR1272
 KR1272.The orthometric height was determined by differential leveling
 KR1272.and adjusted by the National Geodetic Survey in June 1991..
 KR1272
 KR1272.The geoid height was determined by GEOID03.
 KR1272
 KR1272.The dynamic height is computed by dividing the NAVD 88
 KR1272.geopotential number by the normal gravity value computed on the
 KR1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1272.degrees latitude (g = 980.6199 gals.).
 KR1272
 KR1272.The modeled gravity was interpolated from observed gravity values.
 KR1272
 KR1272;                    North         East    Units  Estimated Accuracy
 KR1272;SPC NV W     - 4,530,000.      705,110.      MT  (+/- 180 meters Scaled)
 KR1272
 KR1272                          SUPERSEDED SURVEY CONTROL
 KR1272
 KR1272  NGVD 29 (??/??/92) 1349.651  (m)         4427.98   (f) ADJ UNCH    2 0
 KR1272
 KR1272.Superseded values are not recommended for survey control.
 KR1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1272.See file dsdata.txt to determine how the superseded data were derived.
 KR1272
 KR1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD690780(NAD 83)
 KR1272_MARKER: DD = SURVEY DISK
 KR1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1272_STAMPING: W 47.20 E 108.16 W 170 + 32.55 4427 481
 KR1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1272+STABILITY: SURFACE MOTION
 KR1272
 KR1272  HISTORY     - Date     Condition        Report By
 KR1272  HISTORY     - UNK      MONUMENTED       NVDH
 KR1272  HISTORY     - 1958     GOOD             NGS
 KR1272
 KR1272                          STATION DESCRIPTION
 KR1272
 KR1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR1272'4.1 MI E FROM SPARKS.
 KR1272'4.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF U.S.
 KR1272'HIGHWAY 40 AND 12 TH STREET AT SPARKS, 41.3 FEET NORTH OF THE
 KR1272'CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 30.2 FEET SOUTHEAST OF A
 KR1272'TELEPHONE POLE, SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE
 KR1272'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1280 ***********************************************************************
 KR1280  DESIGNATION -  HWY 40W STA 331+04.47 PT
 KR1280  PID         -  KR1280
 KR1280  STATE/COUNTY-  NV/WASHOE
 KR1280  USGS QUAD   -  VISTA (1982)
 KR1280
 KR1280                         *CURRENT SURVEY CONTROL
 KR1280  ___________________________________________________________________
 KR1280* NAD 83(1986)-  39 30 55.     (N)    119 38 07.     (W)     SCALED    
 KR1280* NAVD 88     -      1361.100  (meters)    4465.54   (feet)  ADJUSTED  
 KR1280  ___________________________________________________________________
 KR1280  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KR1280  DYNAMIC HT  -        1359.882 (meters)    4461.55  (feet)  COMP
 KR1280  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 KR1280
 KR1280  VERT ORDER  -  SECOND    CLASS 0
 KR1280
 KR1280.The horizontal coordinates were scaled from a topographic map and have
 KR1280.an estimated accuracy of +/- 6 seconds.
 KR1280
 KR1280.The orthometric height was determined by differential leveling
 KR1280.and adjusted by the National Geodetic Survey in June 1991..
 KR1280
 KR1280.The geoid height was determined by GEOID03.
 KR1280
 KR1280.The dynamic height is computed by dividing the NAVD 88
 KR1280.geopotential number by the normal gravity value computed on the
 KR1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1280.degrees latitude (g = 980.6199 gals.).
 KR1280
 KR1280.The modeled gravity was interpolated from observed gravity values.
 KR1280
 KR1280;                    North         East    Units  Estimated Accuracy
 KR1280;SPC NV W     - 4,529,330.      709,550.      MT  (+/- 180 meters Scaled)
 KR1280
 KR1280                          SUPERSEDED SURVEY CONTROL
 KR1280
 KR1280  NGVD 29 (??/??/92) 1360.045  (m)         4462.08   (f) ADJ UNCH    2 0
 KR1280
 KR1280.Superseded values are not recommended for survey control.
 KR1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1280.See file dsdata.txt to determine how the superseded data were derived.
 KR1280
 KR1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD734772(NAD 83)
 KR1280_MARKER: DD = SURVEY DISK
 KR1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1280_STAMPING: SEE TEXT
 KR1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1280+STABILITY: SURFACE MOTION
 KR1280
 KR1280  HISTORY     - Date     Condition        Report By
 KR1280  HISTORY     - UNK      MONUMENTED       NVDH
 KR1280  HISTORY     - 1958     GOOD             NGS
 KR1280
 KR1280                          STATION DESCRIPTION
 KR1280
 KR1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR1280'7.2 MI E FROM SPARKS.
 KR1280'7.2 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF U.S.
 KR1280'HIGHWAY 40 AND 12 TH STREET AT SPARKS, 68.0 FEET NORTHWEST OF THE
 KR1280'CENTERLINE OF THE WEST BOUND TRAFFIC LANE, SET IN A ROUND CONCRETE
 KR1280'POST PROJECTING 3 INCHES ABOVE GROUND SURFACE, ABOUT 30.0 FEET LOWER
 KR1280'THAN HIGHWAY.  W 68.83 W 331 + 04.47 P.T. E 118.83 E 331 + 95.75 FT
 KR1280'4461.494.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0303 ***********************************************************************
 KQ0303  DESIGNATION -  HWY 50 STA 30+00.00
 KQ0303  PID         -  KQ0303
 KQ0303  STATE/COUNTY-  NV/LANDER
 KQ0303  USGS QUAD   -  CAMPBELL CREEK RANCH (1988)
 KQ0303
 KQ0303                         *CURRENT SURVEY CONTROL
 KQ0303  ___________________________________________________________________
 KQ0303* NAD 83(1986)-  39 14 25.     (N)    117 38 00.     (W)     SCALED    
 KQ0303* NAVD 88     -      1901.593  (meters)    6238.81   (feet)  ADJUSTED  
 KQ0303  ___________________________________________________________________
 KQ0303  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 KQ0303  DYNAMIC HT  -        1899.619 (meters)    6232.33  (feet)  COMP
 KQ0303  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 KQ0303
 KQ0303  VERT ORDER  -  FIRST     CLASS II
 KQ0303
 KQ0303.The horizontal coordinates were scaled from a topographic map and have
 KQ0303.an estimated accuracy of +/- 6 seconds.
 KQ0303
 KQ0303.The orthometric height was determined by differential leveling
 KQ0303.and adjusted by the National Geodetic Survey in June 1991..
 KQ0303
 KQ0303.The geoid height was determined by GEOID03.
 KQ0303
 KQ0303.The dynamic height is computed by dividing the NAVD 88
 KQ0303.geopotential number by the normal gravity value computed on the
 KQ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0303.degrees latitude (g = 980.6199 gals.).
 KQ0303
 KQ0303.The modeled gravity was interpolated from observed gravity values.
 KQ0303
 KQ0303;                    North         East    Units  Estimated Accuracy
 KQ0303;SPC NV C     - 6,498,720.      416,550.      MT  (+/- 180 meters Scaled)
 KQ0303
 KQ0303                          SUPERSEDED SURVEY CONTROL
 KQ0303
 KQ0303  NGVD 29 (??/??/92) 1900.322  (m)         6234.64   (f) ADJ UNCH    1 2
 KQ0303
 KQ0303.Superseded values are not recommended for survey control.
 KQ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0303.See file dsdata.txt to determine how the superseded data were derived.
 KQ0303
 KQ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD453436(NAD 83)
 KQ0303_MARKER: DD = SURVEY DISK
 KQ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0303_STAMPING: 50.00 30X00.00 POT 90
 KQ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0303+STABILITY: SURFACE MOTION
 KQ0303
 KQ0303  HISTORY     - Date     Condition        Report By
 KQ0303  HISTORY     - UNK      MONUMENTED       NVDH
 KQ0303  HISTORY     - 1955     GOOD             NGS
 KQ0303  HISTORY     - 1984     MARK NOT FOUND   NGS
 KQ0303
 KQ0303                          STATION DESCRIPTION
 KQ0303
 KQ0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0303'5.4 MI W FROM PETERSONS STATION.
 KQ0303'5.4 MILES WEST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0303'MAINTENANCE STATION, 0.3 MILE EAST OF THE JUNCTION OF A GRAVELED ROAD
 KQ0303'LEADING SOUTH TO IONE, 50.6 FEET SOUTH OF THE CENTER LINE OF THE
 KQ0303'HIGHWAY, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 KQ0303'HIGHWAY, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 KQ0303
 KQ0303                          STATION RECOVERY (1984)
 KQ0303
 KQ0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0303'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0094 ***********************************************************************
 KR0094  DESIGNATION -  HWY 50 STA 817+35.00
 KR0094  PID         -  KR0094
 KR0094  STATE/COUNTY-  NV/CHURCHILL
 KR0094  USGS QUAD   -  WEST GATE (1972)
 KR0094
 KR0094                         *CURRENT SURVEY CONTROL
 KR0094  ___________________________________________________________________
 KR0094* NAD 83(1986)-  39 17 15.     (N)    118 01 33.     (W)     SCALED    
 KR0094* NAVD 88     -      1404.727  (meters)    4608.68   (feet)  ADJUSTED  
 KR0094  ___________________________________________________________________
 KR0094  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 KR0094  DYNAMIC HT  -        1403.416 (meters)    4604.37  (feet)  COMP
 KR0094  MODELED GRAV-     979,645.1   (mgal)                       NAVD 88
 KR0094
 KR0094  VERT ORDER  -  FIRST     CLASS II
 KR0094
 KR0094.The horizontal coordinates were scaled from a topographic map and have
 KR0094.an estimated accuracy of +/- 6 seconds.
 KR0094
 KR0094.The orthometric height was determined by differential leveling
 KR0094.and adjusted by the National Geodetic Survey in June 1991..
 KR0094
 KR0094.The geoid height was determined by GEOID03.
 KR0094
 KR0094.The dynamic height is computed by dividing the NAVD 88
 KR0094.geopotential number by the normal gravity value computed on the
 KR0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0094.degrees latitude (g = 980.6199 gals.).
 KR0094
 KR0094.The modeled gravity was interpolated from observed gravity values.
 KR0094
 KR0094;                    North         East    Units  Estimated Accuracy
 KR0094;SPC NV W     - 4,503,660.      848,090.      MT  (+/- 180 meters Scaled)
 KR0094
 KR0094                          SUPERSEDED SURVEY CONTROL
 KR0094
 KR0094  NGVD 29 (??/??/92) 1403.714  (m)         4605.35   (f) ADJ UNCH    1 2
 KR0094
 KR0094.Superseded values are not recommended for survey control.
 KR0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0094.See file dsdata.txt to determine how the superseded data were derived.
 KR0094
 KR0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD115491(NAD 83)
 KR0094_MARKER: DD = SURVEY DISK
 KR0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0094_STAMPING: E 817+35.00 P.O.T. 55 90
 KR0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0094+STABILITY: SURFACE MOTION
 KR0094
 KR0094  HISTORY     - Date     Condition        Report By
 KR0094  HISTORY     - UNK      MONUMENTED       NVDH
 KR0094  HISTORY     - 1967     GOOD             NGS
 KR0094
 KR0094                          STATION DESCRIPTION
 KR0094
 KR0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0094'8.0 MI W FROM EASTGATE.
 KR0094'ABOUT 5.95 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION
 KR0094'AT EASTGATE, THENCE 2.05 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 50, IN
 KR0094'SECTION 3, T 16 N, R 35 E, 126 FEET SOUTHEAST OF THE CENTER OF THE
 KR0094'INTERSECTION OF OLD U.S. HIGHWAY 50 AND STATE HIGHWAY 23 AT
 KR0094'MIDDLEGATE, 0.3 MILE SOUTH OF NEW U.S. HIGHWAY 50, 70 FEET SOUTH OF
 KR0094'THE CENTER LINE OF OLD U.S. HIGHWAY 50, 55 1/2 FEET NORTHEAST OF THE
 KR0094'CENTER LINE OF STATE HIGHWAY 23, 107 YARDS NORTHEAST OF THE NORTHEAST
 KR0094'CORNER OF THE SERVICE STATION AT MIDDLEGATE, 1.3 FEET SOUTHWEST OF A
 KR0094'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A NEVADA STATE
 KR0094'HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A CONCRETE POST WHICH
 KR0094'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0297 ***********************************************************************
 KQ0297  DESIGNATION -  HWY 50 STA A 145+01.20
 KQ0297  PID         -  KQ0297
 KQ0297  STATE/COUNTY-  NV/LANDER
 KQ0297  USGS QUAD   -  GOLD PARK (1988)
 KQ0297
 KQ0297                         *CURRENT SURVEY CONTROL
 KQ0297  ___________________________________________________________________
 KQ0297* NAD 83(1986)-  39 14 28.     (N)    117 35 35.     (W)     SCALED    
 KQ0297* NAVD 88     -      1864.875  (meters)    6118.34   (feet)  ADJUSTED  
 KQ0297  ___________________________________________________________________
 KQ0297  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 KQ0297  DYNAMIC HT  -        1862.931 (meters)    6111.97  (feet)  COMP
 KQ0297  MODELED GRAV-     979,518.9   (mgal)                       NAVD 88
 KQ0297
 KQ0297  VERT ORDER  -  FIRST     CLASS II
 KQ0297
 KQ0297.The horizontal coordinates were scaled from a topographic map and have
 KQ0297.an estimated accuracy of +/- 6 seconds.
 KQ0297
 KQ0297.The orthometric height was determined by differential leveling
 KQ0297.and adjusted by the National Geodetic Survey in June 1991..
 KQ0297
 KQ0297.The geoid height was determined by GEOID03.
 KQ0297
 KQ0297.The dynamic height is computed by dividing the NAVD 88
 KQ0297.geopotential number by the normal gravity value computed on the
 KQ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0297.degrees latitude (g = 980.6199 gals.).
 KQ0297
 KQ0297.The modeled gravity was interpolated from observed gravity values.
 KQ0297
 KQ0297;                    North         East    Units  Estimated Accuracy
 KQ0297;SPC NV C     - 6,498,770.      420,030.      MT  (+/- 180 meters Scaled)
 KQ0297
 KQ0297                          SUPERSEDED SURVEY CONTROL
 KQ0297
 KQ0297  NGVD 29 (??/??/92) 1863.602  (m)         6114.17   (f) ADJ UNCH    1 2
 KQ0297
 KQ0297.Superseded values are not recommended for survey control.
 KQ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0297.See file dsdata.txt to determine how the superseded data were derived.
 KQ0297
 KQ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD488437(NAD 83)
 KQ0297_MARKER: DD = SURVEY DISK
 KQ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0297_STAMPING: 50.00 90 A 145 X 01.20 POT
 KQ0297_MARK LOGO: NVDH  
 KQ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0297+STABILITY: SURFACE MOTION
 KQ0297
 KQ0297  HISTORY     - Date     Condition        Report By
 KQ0297  HISTORY     - UNK      MONUMENTED       NVDH
 KQ0297  HISTORY     - 1955     GOOD             NGS
 KQ0297  HISTORY     - 1984     GOOD             NGS
 KQ0297
 KQ0297                          STATION DESCRIPTION
 KQ0297
 KQ0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0297'3.2 MI W FROM PETERSONS STATION.
 KQ0297'3.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0297'MAINTENANCE STATION, AT THE WEST END OF A LOW DIP, 50.0 FEET NORTH OF
 KQ0297'THE CENTER LINE OF THE HIGHWAY, 1.4 FEET SOUTH OF A WITNESS POST,
 KQ0297'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, FLUSH WITH THE GROUND, AND SET IN
 KQ0297'THE TOP OF A CONCRETE POST.
 KQ0297
 KQ0297                          STATION RECOVERY (1984)
 KQ0297
 KQ0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0297'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0297'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0294 ***********************************************************************
 KQ0294  DESIGNATION -  HWY 50 STA A 225+62.86
 KQ0294  PID         -  KQ0294
 KQ0294  STATE/COUNTY-  NV/LANDER
 KQ0294  USGS QUAD   -  GOLD PARK (1988)
 KQ0294
 KQ0294                         *CURRENT SURVEY CONTROL
 KQ0294  ___________________________________________________________________
 KQ0294* NAD 83(1986)-  39 14 28.     (N)    117 33 51.     (W)     SCALED    
 KQ0294* NAVD 88     -      1862.540  (meters)    6110.68   (feet)  ADJUSTED  
 KQ0294  ___________________________________________________________________
 KQ0294  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 KQ0294  DYNAMIC HT  -        1860.595 (meters)    6104.30  (feet)  COMP
 KQ0294  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 KQ0294
 KQ0294  VERT ORDER  -  FIRST     CLASS II
 KQ0294
 KQ0294.The horizontal coordinates were scaled from a topographic map and have
 KQ0294.an estimated accuracy of +/- 6 seconds.
 KQ0294
 KQ0294.The orthometric height was determined by differential leveling
 KQ0294.and adjusted by the National Geodetic Survey in June 1991..
 KQ0294.WARNING-Repeat measurements at this control monument indicate possible
 KQ0294.vertical movement.
 KQ0294
 KQ0294.The geoid height was determined by GEOID03.
 KQ0294
 KQ0294.The dynamic height is computed by dividing the NAVD 88
 KQ0294.geopotential number by the normal gravity value computed on the
 KQ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0294.degrees latitude (g = 980.6199 gals.).
 KQ0294
 KQ0294.The modeled gravity was interpolated from observed gravity values.
 KQ0294
 KQ0294;                    North         East    Units  Estimated Accuracy
 KQ0294;SPC NV C     - 6,498,750.      422,520.      MT  (+/- 180 meters Scaled)
 KQ0294
 KQ0294                          SUPERSEDED SURVEY CONTROL
 KQ0294
 KQ0294  NGVD 29 (??/??/92) 1861.265  (m)         6106.50   (f) ADJ UNCH    1 2
 KQ0294
 KQ0294.Superseded values are not recommended for survey control.
 KQ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0294.See file dsdata.txt to determine how the superseded data were derived.
 KQ0294
 KQ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD513436(NAD 83)
 KQ0294_MARKER: DD = SURVEY DISK
 KQ0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0294_STAMPING: 50.00 90 A 225 X 62.86 POT
 KQ0294_MARK LOGO: NVDH  
 KQ0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0294+STABILITY: SURFACE MOTION
 KQ0294
 KQ0294  HISTORY     - Date     Condition        Report By
 KQ0294  HISTORY     - UNK      MONUMENTED       NVDH
 KQ0294  HISTORY     - 1955     GOOD             NGS
 KQ0294  HISTORY     - 1984     GOOD             NGS
 KQ0294
 KQ0294                          STATION DESCRIPTION
 KQ0294
 KQ0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0294'1.7 MI W FROM PETERSONS STATION.
 KQ0294'1.7 MILES WEST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0294'MAINTENANCE STATION, 50.0 FEET NORTH OF THE CENTER LINE OF THE
 KQ0294'HIGHWAY, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 KQ0294'HIGHWAY, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 KQ0294
 KQ0294                          STATION RECOVERY (1984)
 KQ0294
 KQ0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0294'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0294'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0287 ***********************************************************************
 KQ0287  DESIGNATION -  HWY 50 STA A 409+87.76
 KQ0287  PID         -  KQ0287
 KQ0287  STATE/COUNTY-  NV/LANDER
 KQ0287  USGS QUAD   -  CARROLL SUMMIT SE (1980)
 KQ0287
 KQ0287                         *CURRENT SURVEY CONTROL
 KQ0287  ___________________________________________________________________
 KQ0287* NAD 83(1986)-  39 15 13.     (N)    117 30 15.     (W)     SCALED    
 KQ0287* NAVD 88     -      1876.503  (meters)    6156.49   (feet)  ADJUSTED  
 KQ0287  ___________________________________________________________________
 KQ0287  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 KQ0287  DYNAMIC HT  -        1874.530 (meters)    6150.02  (feet)  COMP
 KQ0287  MODELED GRAV-     979,509.5   (mgal)                       NAVD 88
 KQ0287
 KQ0287  VERT ORDER  -  FIRST     CLASS II
 KQ0287
 KQ0287.The horizontal coordinates were scaled from a topographic map and have
 KQ0287.an estimated accuracy of +/- 6 seconds.
 KQ0287
 KQ0287.The orthometric height was determined by differential leveling
 KQ0287.and adjusted by the National Geodetic Survey in June 1991..
 KQ0287
 KQ0287.The geoid height was determined by GEOID03.
 KQ0287
 KQ0287.The dynamic height is computed by dividing the NAVD 88
 KQ0287.geopotential number by the normal gravity value computed on the
 KQ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0287.degrees latitude (g = 980.6199 gals.).
 KQ0287
 KQ0287.The modeled gravity was interpolated from observed gravity values.
 KQ0287
 KQ0287;                    North         East    Units  Estimated Accuracy
 KQ0287;SPC NV C     - 6,500,090.      427,720.      MT  (+/- 180 meters Scaled)
 KQ0287
 KQ0287                          SUPERSEDED SURVEY CONTROL
 KQ0287
 KQ0287  NGVD 29 (??/??/92) 1875.209  (m)         6152.25   (f) ADJ UNCH    1 2
 KQ0287
 KQ0287.Superseded values are not recommended for survey control.
 KQ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0287.See file dsdata.txt to determine how the superseded data were derived.
 KQ0287
 KQ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD564450(NAD 83)
 KQ0287_MARKER: DD = SURVEY DISK
 KQ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0287_STAMPING: 50.00 90 A 409 X 87.76 POT
 KQ0287_MARK LOGO: NVDH  
 KQ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0287+STABILITY: SURFACE MOTION
 KQ0287
 KQ0287  HISTORY     - Date     Condition        Report By
 KQ0287  HISTORY     - UNK      MONUMENTED       NVDH
 KQ0287  HISTORY     - 1955     GOOD             NGS
 KQ0287  HISTORY     - 1985     GOOD             NGS
 KQ0287
 KQ0287                          STATION DESCRIPTION
 KQ0287
 KQ0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0287'1.8 MI NE FROM PETERSONS STATION.
 KQ0287'1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0287'MAINTENANCE STATION, AT THE T JUNCTION OF A GRAVELED ROAD LEADING
 KQ0287'NORTHWEST TO A GRAVEL PIT, 77 FEET NORTHEAST OF THE CENTER LINE OF THE
 KQ0287'ROAD, 50.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.2 FEET
 KQ0287'SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 KQ0287'FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 KQ0287
 KQ0287                          STATION RECOVERY (1985)
 KQ0287
 KQ0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0287'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE
 KQ0287'HIGHWAY.
 KQ0287'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0268 ***********************************************************************
 KQ0268  DESIGNATION -  HWY 50 STA A 505+00.00
 KQ0268  PID         -  KQ0268
 KQ0268  STATE/COUNTY-  NV/LANDER
 KQ0268  USGS QUAD   -  IRON MOUNTAIN (1969)
 KQ0268
 KQ0268                         *CURRENT SURVEY CONTROL
 KQ0268  ___________________________________________________________________
 KQ0268* NAD 83(1986)-  39 16 18.     (N)    117 28 50.     (W)     SCALED    
 KQ0268* NAVD 88     -      1853.154  (meters)    6079.89   (feet)  ADJUSTED  
 KQ0268  ___________________________________________________________________
 KQ0268  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 KQ0268  DYNAMIC HT  -        1851.245 (meters)    6073.63  (feet)  COMP
 KQ0268  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 KQ0268
 KQ0268  VERT ORDER  -  FIRST     CLASS II
 KQ0268
 KQ0268.The horizontal coordinates were scaled from a topographic map and have
 KQ0268.an estimated accuracy of +/- 6 seconds.
 KQ0268
 KQ0268.The orthometric height was determined by differential leveling
 KQ0268.and adjusted by the National Geodetic Survey in June 1991..
 KQ0268
 KQ0268.The geoid height was determined by GEOID03.
 KQ0268
 KQ0268.The dynamic height is computed by dividing the NAVD 88
 KQ0268.geopotential number by the normal gravity value computed on the
 KQ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0268.degrees latitude (g = 980.6199 gals.).
 KQ0268
 KQ0268.The modeled gravity was interpolated from observed gravity values.
 KQ0268
 KQ0268;                    North         East    Units  Estimated Accuracy
 KQ0268;SPC NV C     - 6,502,070.      429,770.      MT  (+/- 180 meters Scaled)
 KQ0268
 KQ0268                          SUPERSEDED SURVEY CONTROL
 KQ0268
 KQ0268  NGVD 29 (??/??/92) 1851.897  (m)         6075.77   (f) ADJ UNCH    1 2
 KQ0268
 KQ0268.Superseded values are not recommended for survey control.
 KQ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0268.See file dsdata.txt to determine how the superseded data were derived.
 KQ0268
 KQ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD585470(NAD 83)
 KQ0268_MARKER: DD = SURVEY DISK
 KQ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0268_STAMPING: 49.95 90 A 505 X 00.00 POT
 KQ0268_MARK LOGO: NVDH  
 KQ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0268+STABILITY: SURFACE MOTION
 KQ0268
 KQ0268  HISTORY     - Date     Condition        Report By
 KQ0268  HISTORY     - UNK      MONUMENTED       NVDH
 KQ0268  HISTORY     - 1955     GOOD             NGS
 KQ0268  HISTORY     - 1985     GOOD             NGS
 KQ0268
 KQ0268                          STATION DESCRIPTION
 KQ0268
 KQ0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0268'3.6 MI NE FROM PETERSONS STATION.
 KQ0268'3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0268'MAINTENANCE STATION, 0.1 MILE NORTHEAST OF A 30-INCH CORRUGATED METAL
 KQ0268'PIPE CULVERT, 50.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 KQ0268'1.4 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 KQ0268'HIGHWAY, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 KQ0268
 KQ0268                          STATION RECOVERY (1985)
 KQ0268
 KQ0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0268'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0268'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0267 ***********************************************************************
 KQ0267  DESIGNATION -  HWY 50 STA A 530+00.00
 KQ0267  PID         -  KQ0267
 KQ0267  STATE/COUNTY-  NV/LANDER
 KQ0267  USGS QUAD   -  IRON MOUNTAIN (1969)
 KQ0267
 KQ0267                         *CURRENT SURVEY CONTROL
 KQ0267  ___________________________________________________________________
 KQ0267* NAD 83(1986)-  39 16 36.     (N)    117 28 26.     (W)     SCALED    
 KQ0267* NAVD 88     -      1855.144  (meters)    6086.42   (feet)  ADJUSTED  
 KQ0267  ___________________________________________________________________
 KQ0267  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 KQ0267  DYNAMIC HT  -        1853.236 (meters)    6080.16  (feet)  COMP
 KQ0267  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 KQ0267
 KQ0267  VERT ORDER  -  FIRST     CLASS II
 KQ0267
 KQ0267.The horizontal coordinates were scaled from a topographic map and have
 KQ0267.an estimated accuracy of +/- 6 seconds.
 KQ0267
 KQ0267.The orthometric height was determined by differential leveling
 KQ0267.and adjusted by the National Geodetic Survey in June 1991..
 KQ0267
 KQ0267.The geoid height was determined by GEOID03.
 KQ0267
 KQ0267.The dynamic height is computed by dividing the NAVD 88
 KQ0267.geopotential number by the normal gravity value computed on the
 KQ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0267.degrees latitude (g = 980.6199 gals.).
 KQ0267
 KQ0267.The modeled gravity was interpolated from observed gravity values.
 KQ0267
 KQ0267;                    North         East    Units  Estimated Accuracy
 KQ0267;SPC NV C     - 6,502,620.      430,350.      MT  (+/- 180 meters Scaled)
 KQ0267
 KQ0267                          SUPERSEDED SURVEY CONTROL
 KQ0267
 KQ0267  NGVD 29 (??/??/92) 1853.890  (m)         6082.30   (f) ADJ UNCH    1 2
 KQ0267
 KQ0267.Superseded values are not recommended for survey control.
 KQ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0267.See file dsdata.txt to determine how the superseded data were derived.
 KQ0267
 KQ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD591475(NAD 83)
 KQ0267_MARKER: DD = SURVEY DISK
 KQ0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0267_STAMPING: 50.00 90 A 530 X 00.00 POT
 KQ0267_MARK LOGO: NVDH  
 KQ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0267+STABILITY: SURFACE MOTION
 KQ0267
 KQ0267  HISTORY     - Date     Condition        Report By
 KQ0267  HISTORY     - UNK      MONUMENTED       NVDH
 KQ0267  HISTORY     - 1955     GOOD             NGS
 KQ0267  HISTORY     - 1985     GOOD             NGS
 KQ0267
 KQ0267                          STATION DESCRIPTION
 KQ0267
 KQ0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0267'4.1 MI NE FROM PETERSONS STATION.
 KQ0267'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0267'MAINTENANCE STATION, 233.7 FEET NORTHEAST OF THE NORTHEAST END OF THE
 KQ0267'NORTHWEST CONCRETE HEAD WALL OF A TWIN 24-INCH CORRUGATED METAL PIPE
 KQ0267'CULVERT, 50.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.7
 KQ0267'FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 KQ0267'HIGHWAY, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 KQ0267
 KQ0267                          STATION RECOVERY (1985)
 KQ0267
 KQ0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0267'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0267'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0266 ***********************************************************************
 KQ0266  DESIGNATION -  HWY 50 STA A 555+00.00
 KQ0266  PID         -  KQ0266
 KQ0266  STATE/COUNTY-  NV/LANDER
 KQ0266  USGS QUAD   -  IRON MOUNTAIN (1969)
 KQ0266
 KQ0266                         *CURRENT SURVEY CONTROL
 KQ0266  ___________________________________________________________________
 KQ0266* NAD 83(1986)-  39 16 52.     (N)    117 28 02.     (W)     SCALED    
 KQ0266* NAVD 88     -      1859.246  (meters)    6099.88   (feet)  ADJUSTED  
 KQ0266  ___________________________________________________________________
 KQ0266  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 KQ0266  DYNAMIC HT  -        1857.314 (meters)    6093.54  (feet)  COMP
 KQ0266  MODELED GRAV-     979,521.9   (mgal)                       NAVD 88
 KQ0266
 KQ0266  VERT ORDER  -  FIRST     CLASS II
 KQ0266
 KQ0266.The horizontal coordinates were scaled from a topographic map and have
 KQ0266.an estimated accuracy of +/- 6 seconds.
 KQ0266
 KQ0266.The orthometric height was determined by differential leveling
 KQ0266.and adjusted by the National Geodetic Survey in June 1991..
 KQ0266
 KQ0266.The geoid height was determined by GEOID03.
 KQ0266
 KQ0266.The dynamic height is computed by dividing the NAVD 88
 KQ0266.geopotential number by the normal gravity value computed on the
 KQ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0266.degrees latitude (g = 980.6199 gals.).
 KQ0266
 KQ0266.The modeled gravity was interpolated from observed gravity values.
 KQ0266
 KQ0266;                    North         East    Units  Estimated Accuracy
 KQ0266;SPC NV C     - 6,503,110.      430,930.      MT  (+/- 180 meters Scaled)
 KQ0266
 KQ0266                          SUPERSEDED SURVEY CONTROL
 KQ0266
 KQ0266  NGVD 29 (??/??/92) 1857.970  (m)         6095.69   (f) ADJ UNCH    1 2
 KQ0266
 KQ0266.Superseded values are not recommended for survey control.
 KQ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0266.See file dsdata.txt to determine how the superseded data were derived.
 KQ0266
 KQ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD597480(NAD 83)
 KQ0266_MARKER: DD = SURVEY DISK
 KQ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0266_STAMPING: 60.00 90 A 555 X 00.00 POT
 KQ0266_MARK LOGO: NVDH  
 KQ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0266+STABILITY: SURFACE MOTION
 KQ0266
 KQ0266  HISTORY     - Date     Condition        Report By
 KQ0266  HISTORY     - UNK      MONUMENTED       NVDH
 KQ0266  HISTORY     - 1955     GOOD             NGS
 KQ0266  HISTORY     - 1985     GOOD             NGS
 KQ0266
 KQ0266                          STATION DESCRIPTION
 KQ0266
 KQ0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0266'4.6 MI NE FROM PETERSONS STATION.
 KQ0266'4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0266'MAINTENANCE STATION, 0.1 MILE SOUTHWEST OF THE T JUNCTION OF BURCHAMS
 KQ0266'CREEK ROAD LEADING SOUTHEAST, 60.0 FEET SOUTH OF THE CENTER LINE OF
 KQ0266'THE HIGHWAY, 1.7 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH
 KQ0266'THE HIGHWAY, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE
 KQ0266'POST.
 KQ0266
 KQ0266                          STATION RECOVERY (1985)
 KQ0266
 KQ0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0266'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0266'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0260 ***********************************************************************
 KQ0260  DESIGNATION -  HWY 50 STA A 605+00.00
 KQ0260  PID         -  KQ0260
 KQ0260  STATE/COUNTY-  NV/LANDER
 KQ0260  USGS QUAD   -  IRON MOUNTAIN (1969)
 KQ0260
 KQ0260                         *CURRENT SURVEY CONTROL
 KQ0260  ___________________________________________________________________
 KQ0260* NAD 83(1986)-  39 17 27.     (N)    117 27 17.     (W)     SCALED    
 KQ0260* NAVD 88     -      1870.056  (meters)    6135.34   (feet)  ADJUSTED  
 KQ0260  ___________________________________________________________________
 KQ0260  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 KQ0260  DYNAMIC HT  -        1868.116 (meters)    6128.98  (feet)  COMP
 KQ0260  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 KQ0260
 KQ0260  VERT ORDER  -  FIRST     CLASS II
 KQ0260
 KQ0260.The horizontal coordinates were scaled from a topographic map and have
 KQ0260.an estimated accuracy of +/- 6 seconds.
 KQ0260
 KQ0260.The orthometric height was determined by differential leveling
 KQ0260.and adjusted by the National Geodetic Survey in June 1991..
 KQ0260
 KQ0260.The geoid height was determined by GEOID03.
 KQ0260
 KQ0260.The dynamic height is computed by dividing the NAVD 88
 KQ0260.geopotential number by the normal gravity value computed on the
 KQ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0260.degrees latitude (g = 980.6199 gals.).
 KQ0260
 KQ0260.The modeled gravity was interpolated from observed gravity values.
 KQ0260
 KQ0260;                    North         East    Units  Estimated Accuracy
 KQ0260;SPC NV C     - 6,504,180.      432,020.      MT  (+/- 180 meters Scaled)
 KQ0260
 KQ0260                          SUPERSEDED SURVEY CONTROL
 KQ0260
 KQ0260  NGVD 29 (??/??/92) 1868.782  (m)         6131.16   (f) ADJ UNCH    1 2
 KQ0260
 KQ0260.Superseded values are not recommended for survey control.
 KQ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0260.See file dsdata.txt to determine how the superseded data were derived.
 KQ0260
 KQ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD607491(NAD 83)
 KQ0260_MARKER: DD = SURVEY DISK
 KQ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0260_STAMPING: 50.00 90 A 605 X 00.00 POT
 KQ0260_MARK LOGO: NVDH  
 KQ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0260+STABILITY: SURFACE MOTION
 KQ0260
 KQ0260  HISTORY     - Date     Condition        Report By
 KQ0260  HISTORY     - UNK      MONUMENTED       NVDH
 KQ0260  HISTORY     - 1955     GOOD             NGS
 KQ0260  HISTORY     - 1985     GOOD             NGS
 KQ0260
 KQ0260                          STATION DESCRIPTION
 KQ0260
 KQ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0260'5.6 MI NE FROM PETERSONS STATION.
 KQ0260'5.6 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0260'MAINTENANCE STATION, 0.4 MILE SOUTHWEST OF THE T JUNCTION OF THE
 KQ0260'ELKHORN ROAD, 0.3 MILE NORTHEAST OF BUR TRIANGULATION STATION, 50.0
 KQ0260'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET NORTHEAST
 KQ0260'OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, FLUSH
 KQ0260'WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 KQ0260
 KQ0260                          STATION RECOVERY (1985)
 KQ0260
 KQ0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0260'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0260'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0258 ***********************************************************************
 KQ0258  DESIGNATION -  HWY 50 STA A 679+93.51
 KQ0258  PID         -  KQ0258
 KQ0258  STATE/COUNTY-  NV/LANDER
 KQ0258  USGS QUAD   -  IRON MOUNTAIN (1969)
 KQ0258
 KQ0258                         *CURRENT SURVEY CONTROL
 KQ0258  ___________________________________________________________________
 KQ0258* NAD 83(1986)-  39 18 25.     (N)    117 26 21.     (W)     SCALED    
 KQ0258* NAVD 88     -      1874.493  (meters)    6149.90   (feet)  ADJUSTED  
 KQ0258  ___________________________________________________________________
 KQ0258  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 KQ0258  DYNAMIC HT  -        1872.565 (meters)    6143.57  (feet)  COMP
 KQ0258  MODELED GRAV-     979,531.6   (mgal)                       NAVD 88
 KQ0258
 KQ0258  VERT ORDER  -  FIRST     CLASS II
 KQ0258
 KQ0258.The horizontal coordinates were scaled from a topographic map and have
 KQ0258.an estimated accuracy of +/- 6 seconds.
 KQ0258
 KQ0258.The orthometric height was determined by differential leveling
 KQ0258.and adjusted by the National Geodetic Survey in June 1991..
 KQ0258
 KQ0258.The geoid height was determined by GEOID03.
 KQ0258
 KQ0258.The dynamic height is computed by dividing the NAVD 88
 KQ0258.geopotential number by the normal gravity value computed on the
 KQ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0258.degrees latitude (g = 980.6199 gals.).
 KQ0258
 KQ0258.The modeled gravity was interpolated from observed gravity values.
 KQ0258
 KQ0258;                    North         East    Units  Estimated Accuracy
 KQ0258;SPC NV C     - 6,505,960.      433,380.      MT  (+/- 180 meters Scaled)
 KQ0258
 KQ0258                          SUPERSEDED SURVEY CONTROL
 KQ0258
 KQ0258  NGVD 29 (??/??/92) 1873.231  (m)         6145.76   (f) ADJ UNCH    1 2
 KQ0258
 KQ0258.Superseded values are not recommended for survey control.
 KQ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0258.See file dsdata.txt to determine how the superseded data were derived.
 KQ0258
 KQ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD621509(NAD 83)
 KQ0258_MARKER: DD = SURVEY DISK
 KQ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0258_STAMPING: 50.00 90 A 679 X 93.51 PT
 KQ0258_MARK LOGO: NVDH  
 KQ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0258+STABILITY: SURFACE MOTION
 KQ0258
 KQ0258  HISTORY     - Date     Condition        Report By
 KQ0258  HISTORY     - UNK      MONUMENTED       NVDH
 KQ0258  HISTORY     - 1955     GOOD             NGS
 KQ0258  HISTORY     - 1985     GOOD             NGS
 KQ0258
 KQ0258                          STATION DESCRIPTION
 KQ0258
 KQ0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0258'7.0 MI NE FROM PETERSONS STATION.
 KQ0258'7.0 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0258'MAINTENANCE STATION, AT A CUT, 106.3 FEET NORTHWEST OF THE NORTH END
 KQ0258'OF THE WEST CONCRETE HEAD WALL OF A 5- BY 12-FOOT CONCRETE BOX
 KQ0258'CULVERT, 50.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET
 KQ0258'NORTHEAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY,
 KQ0258'FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 KQ0258
 KQ0258                          STATION RECOVERY (1985)
 KQ0258
 KQ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0258'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0258'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0256 ***********************************************************************
 KQ0256  DESIGNATION -  HWY 50 STA A 734+80.15
 KQ0256  PID         -  KQ0256
 KQ0256  STATE/COUNTY-  NV/LANDER
 KQ0256  USGS QUAD   -  IRON MOUNTAIN (1969)
 KQ0256
 KQ0256                         *CURRENT SURVEY CONTROL
 KQ0256  ___________________________________________________________________
 KQ0256* NAD 83(1986)-  39 19 17.     (N)    117 26 00.     (W)     SCALED    
 KQ0256* NAVD 88     -      1859.129  (meters)    6099.49   (feet)  ADJUSTED  
 KQ0256  ___________________________________________________________________
 KQ0256  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 KQ0256  DYNAMIC HT  -        1857.229 (meters)    6093.26  (feet)  COMP
 KQ0256  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 KQ0256
 KQ0256  VERT ORDER  -  FIRST     CLASS II
 KQ0256
 KQ0256.The horizontal coordinates were scaled from a topographic map and have
 KQ0256.an estimated accuracy of +/- 6 seconds.
 KQ0256
 KQ0256.The orthometric height was determined by differential leveling
 KQ0256.and adjusted by the National Geodetic Survey in June 1991..
 KQ0256
 KQ0256.The geoid height was determined by GEOID03.
 KQ0256
 KQ0256.The dynamic height is computed by dividing the NAVD 88
 KQ0256.geopotential number by the normal gravity value computed on the
 KQ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0256.degrees latitude (g = 980.6199 gals.).
 KQ0256
 KQ0256.The modeled gravity was interpolated from observed gravity values.
 KQ0256
 KQ0256;                    North         East    Units  Estimated Accuracy
 KQ0256;SPC NV C     - 6,507,560.      433,890.      MT  (+/- 180 meters Scaled)
 KQ0256
 KQ0256                          SUPERSEDED SURVEY CONTROL
 KQ0256
 KQ0256  NGVD 29 (??/??/92) 1857.876  (m)         6095.38   (f) ADJ UNCH    1 2
 KQ0256
 KQ0256.Superseded values are not recommended for survey control.
 KQ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0256.See file dsdata.txt to determine how the superseded data were derived.
 KQ0256
 KQ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD626525(NAD 83)
 KQ0256_MARKER: DB = BENCH MARK DISK
 KQ0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0256_STAMPING: 50.00 90 A 734 X 80.15 POT
 KQ0256_MARK LOGO: NVDH  
 KQ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0256+STABILITY: SURFACE MOTION
 KQ0256
 KQ0256  HISTORY     - Date     Condition        Report By
 KQ0256  HISTORY     - UNK      MONUMENTED       NVDH
 KQ0256  HISTORY     - 1955     GOOD             NGS
 KQ0256  HISTORY     - 1985     GOOD             NGS
 KQ0256
 KQ0256                          STATION DESCRIPTION
 KQ0256
 KQ0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0256'8.0 MI NE FROM PETERSONS STATION.
 KQ0256'8.0 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0256'MAINTENANCE STATION, AT THE T JUNCTION OF A DIRT TRACK ROAD LEADING
 KQ0256'WEST, 71 YARDS SOUTH OF THE CENTER OF THE WEST END OF AN 18-INCH
 KQ0256'CORRUGATED METAL PIPE CULVERT, 75 1/2 FEET SOUTH OF THE CENTER LINE OF
 KQ0256'THE ROAD, 50.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.6 FEET
 KQ0256'NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, FLUSH
 KQ0256'WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 KQ0256
 KQ0256                          STATION RECOVERY (1985)
 KQ0256
 KQ0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0256'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0256'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0254 ***********************************************************************
 KQ0254  DESIGNATION -  HWY 50 STA A 787+00.00
 KQ0254  PID         -  KQ0254
 KQ0254  STATE/COUNTY-  NV/LANDER
 KQ0254  USGS QUAD   -  IRON MOUNTAIN (1969)
 KQ0254
 KQ0254                         *CURRENT SURVEY CONTROL
 KQ0254  ___________________________________________________________________
 KQ0254* NAD 83(1986)-  39 20 06.     (N)    117 25 40.     (W)     SCALED    
 KQ0254* NAVD 88     -      1870.242  (meters)    6135.95   (feet)  ADJUSTED  
 KQ0254  ___________________________________________________________________
 KQ0254  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 KQ0254  DYNAMIC HT  -        1868.332 (meters)    6129.69  (feet)  COMP
 KQ0254  MODELED GRAV-     979,539.3   (mgal)                       NAVD 88
 KQ0254
 KQ0254  VERT ORDER  -  FIRST     CLASS II
 KQ0254
 KQ0254.The horizontal coordinates were scaled from a topographic map and have
 KQ0254.an estimated accuracy of +/- 6 seconds.
 KQ0254
 KQ0254.The orthometric height was determined by differential leveling
 KQ0254.and adjusted by the National Geodetic Survey in June 1991..
 KQ0254
 KQ0254.The geoid height was determined by GEOID03.
 KQ0254
 KQ0254.The dynamic height is computed by dividing the NAVD 88
 KQ0254.geopotential number by the normal gravity value computed on the
 KQ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0254.degrees latitude (g = 980.6199 gals.).
 KQ0254
 KQ0254.The modeled gravity was interpolated from observed gravity values.
 KQ0254
 KQ0254;                    North         East    Units  Estimated Accuracy
 KQ0254;SPC NV C     - 6,509,060.      434,390.      MT  (+/- 180 meters Scaled)
 KQ0254
 KQ0254                          SUPERSEDED SURVEY CONTROL
 KQ0254
 KQ0254  NGVD 29 (??/??/92) 1868.987  (m)         6131.83   (f) ADJ UNCH    1 2
 KQ0254
 KQ0254.Superseded values are not recommended for survey control.
 KQ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0254.See file dsdata.txt to determine how the superseded data were derived.
 KQ0254
 KQ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD631540(NAD 83)
 KQ0254_MARKER: DD = SURVEY DISK
 KQ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0254_STAMPING: 49.95 90 A 787 X 00.00 POT
 KQ0254_MARK LOGO: NVDH  
 KQ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0254+STABILITY: SURFACE MOTION
 KQ0254
 KQ0254  HISTORY     - Date     Condition        Report By
 KQ0254  HISTORY     - UNK      MONUMENTED       NVDH
 KQ0254  HISTORY     - 1955     GOOD             NGS
 KQ0254  HISTORY     - 1985     GOOD             NGS
 KQ0254
 KQ0254                          STATION DESCRIPTION
 KQ0254
 KQ0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0254'9.0 MI NE FROM PETERSONS STATION.
 KQ0254'9.0 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0254'MAINTENANCE STATION, 93 FEET EAST OF THE CENTER LINE OF A GRAVELED
 KQ0254'ROAD ALONG THE WEST SIDE OF THE HIGHWAY, 50.5 FEET WEST OF THE CENTER
 KQ0254'LINE OF THE HIGHWAY, 43.4 FEET SOUTHWEST OF THE SOUTH END OF THE WEST
 KQ0254'CONCRETE HEAD WALL OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 1.7
 KQ0254'FEET NORTH OF A WITNESS POST, ABOUT 5 1/2 FEET LOWER THAN THE HIGHWAY,
 KQ0254'FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 KQ0254
 KQ0254                          STATION RECOVERY (1985)
 KQ0254
 KQ0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0254'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0254'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0252 ***********************************************************************
 KQ0252  DESIGNATION -  HWY 50 STA A 814+68.56
 KQ0252  PID         -  KQ0252
 KQ0252  STATE/COUNTY-  NV/LANDER
 KQ0252  USGS QUAD   -  IRON MOUNTAIN (1969)
 KQ0252
 KQ0252                         *CURRENT SURVEY CONTROL
 KQ0252  ___________________________________________________________________
 KQ0252* NAD 83(1986)-  39 20 32.     (N)    117 25 29.     (W)     SCALED    
 KQ0252* NAVD 88     -      1878.021  (meters)    6161.47   (feet)  ADJUSTED  
 KQ0252  ___________________________________________________________________
 KQ0252  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 KQ0252  DYNAMIC HT  -        1876.106 (meters)    6155.19  (feet)  COMP
 KQ0252  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 KQ0252
 KQ0252  VERT ORDER  -  FIRST     CLASS II
 KQ0252
 KQ0252.The horizontal coordinates were scaled from a topographic map and have
 KQ0252.an estimated accuracy of +/- 6 seconds.
 KQ0252
 KQ0252.The orthometric height was determined by differential leveling
 KQ0252.and adjusted by the National Geodetic Survey in June 1991..
 KQ0252
 KQ0252.The geoid height was determined by GEOID03.
 KQ0252
 KQ0252.The dynamic height is computed by dividing the NAVD 88
 KQ0252.geopotential number by the normal gravity value computed on the
 KQ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0252.degrees latitude (g = 980.6199 gals.).
 KQ0252
 KQ0252.The modeled gravity was interpolated from observed gravity values.
 KQ0252
 KQ0252;                    North         East    Units  Estimated Accuracy
 KQ0252;SPC NV C     - 6,509,860.      434,660.      MT  (+/- 180 meters Scaled)
 KQ0252
 KQ0252                          SUPERSEDED SURVEY CONTROL
 KQ0252
 KQ0252  NGVD 29 (??/??/92) 1876.766  (m)         6157.36   (f) ADJ UNCH    1 2
 KQ0252
 KQ0252.Superseded values are not recommended for survey control.
 KQ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0252.See file dsdata.txt to determine how the superseded data were derived.
 KQ0252
 KQ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD634548(NAD 83)
 KQ0252_MARKER: DD = SURVEY DISK
 KQ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0252_STAMPING: 50.00 90 A 814 X 68.56 POT
 KQ0252_MARK LOGO: NVDH  
 KQ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0252+STABILITY: SURFACE MOTION
 KQ0252
 KQ0252  HISTORY     - Date     Condition        Report By
 KQ0252  HISTORY     - UNK      MONUMENTED       NVDH
 KQ0252  HISTORY     - 1955     GOOD             NGS
 KQ0252  HISTORY     - 1985     GOOD             NGS
 KQ0252
 KQ0252                          STATION DESCRIPTION
 KQ0252
 KQ0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0252'9.5 MI NE FROM PETERSONS STATION.
 KQ0252'9.5 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0252'MAINTENANCE STATION, AT A 2-FOOT-HIGH SHORT CUT, 50.0 FEET WEST OF THE
 KQ0252'CENTER LINE OF THE HIGHWAY, 1.5 FEET NORTHEAST OF A WITNESS POST,
 KQ0252'ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KQ0252'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 KQ0252
 KQ0252                          STATION RECOVERY (1985)
 KQ0252
 KQ0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0252'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0252'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0245 ***********************************************************************
 KQ0245  DESIGNATION -  HWY 50 STA A 935+68.62
 KQ0245  PID         -  KQ0245
 KQ0245  STATE/COUNTY-  NV/LANDER
 KQ0245  USGS QUAD   -  IRON MOUNTAIN (1969)
 KQ0245
 KQ0245                         *CURRENT SURVEY CONTROL
 KQ0245  ___________________________________________________________________
 KQ0245* NAD 83(1986)-  39 21 41.     (N)    117 23 28.     (W)     SCALED    
 KQ0245* NAVD 88     -      1961.176  (meters)    6434.29   (feet)  ADJUSTED  
 KQ0245  ___________________________________________________________________
 KQ0245  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 KQ0245  DYNAMIC HT  -        1959.156 (meters)    6427.66  (feet)  COMP
 KQ0245  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 KQ0245
 KQ0245  VERT ORDER  -  FIRST     CLASS II
 KQ0245
 KQ0245.The horizontal coordinates were scaled from a topographic map and have
 KQ0245.an estimated accuracy of +/- 6 seconds.
 KQ0245
 KQ0245.The orthometric height was determined by differential leveling
 KQ0245.and adjusted by the National Geodetic Survey in June 1991..
 KQ0245
 KQ0245.The geoid height was determined by GEOID03.
 KQ0245
 KQ0245.The dynamic height is computed by dividing the NAVD 88
 KQ0245.geopotential number by the normal gravity value computed on the
 KQ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0245.degrees latitude (g = 980.6199 gals.).
 KQ0245
 KQ0245.The modeled gravity was interpolated from observed gravity values.
 KQ0245
 KQ0245;                    North         East    Units  Estimated Accuracy
 KQ0245;SPC NV C     - 6,511,970.      437,570.      MT  (+/- 180 meters Scaled)
 KQ0245
 KQ0245                          SUPERSEDED SURVEY CONTROL
 KQ0245
 KQ0245  NGVD 29 (??/??/92) 1959.900  (m)         6430.11   (f) ADJ UNCH    1 2
 KQ0245
 KQ0245.Superseded values are not recommended for survey control.
 KQ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0245.See file dsdata.txt to determine how the superseded data were derived.
 KQ0245
 KQ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD663569(NAD 83)
 KQ0245_MARKER: DD = SURVEY DISK
 KQ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0245_STAMPING: 5000 A 935X68.62 POC 90 O 0X00.00 AHEAD
 KQ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0245+STABILITY: SURFACE MOTION
 KQ0245
 KQ0245  HISTORY     - Date     Condition        Report By
 KQ0245  HISTORY     - UNK      MONUMENTED       NVDH
 KQ0245  HISTORY     - 1955     GOOD             NGS
 KQ0245  HISTORY     - 1985     MARK NOT FOUND   NGS
 KQ0245
 KQ0245                          STATION DESCRIPTION
 KQ0245
 KQ0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0245'12.1 MI NE FROM PETERSONS STATION.
 KQ0245'12.1 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM PETERSONS HIGHWAY
 KQ0245'MAINTENANCE STATION, AT THE SUMMIT OF RAILROAD PASS, AT THE Y JUNCTION
 KQ0245'OF DIM TRACK ROAD LEADING SOUTHWEST AND SOUTHEAST, 50.5 FEET SOUTH OF
 KQ0245'THE CENTER LINE OF THE HIGHWAY, 13.8 FEET SOUTH OF A 4- BY 4-INCH
 KQ0245'3-FOOT-HIGH WHITE POST MARKED FAP 96B FAP 57, 1.3 FEET EAST OF A
 KQ0245'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 KQ0245'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- SLANTING
 KQ0245'DISK.
 KQ0245
 KQ0245                          STATION RECOVERY (1985)
 KQ0245
 KQ0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0245'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1809 ***********************************************************************
 KR1809  DESIGNATION -  HWY 50 STA B 277+96.79 POT
 KR1809  PID         -  KR1809
 KR1809  STATE/COUNTY-  NV/CHURCHILL
 KR1809  USGS QUAD   -  GRIMES POINT (1985)
 KR1809
 KR1809                         *CURRENT SURVEY CONTROL
 KR1809  ___________________________________________________________________
 KR1809* NAD 83(1986)-  39 28 11.     (N)    118 41 02.     (W)     SCALED    
 KR1809* NAVD 88     -      1199.507  (meters)    3935.38   (feet)  ADJUSTED  
 KR1809  ___________________________________________________________________
 KR1809  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 KR1809  DYNAMIC HT  -        1198.474 (meters)    3931.99  (feet)  COMP
 KR1809  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 KR1809
 KR1809  VERT ORDER  -  FIRST     CLASS II
 KR1809
 KR1809.The horizontal coordinates were scaled from a topographic map and have
 KR1809.an estimated accuracy of +/- 6 seconds.
 KR1809
 KR1809.The orthometric height was determined by differential leveling
 KR1809.and adjusted by the National Geodetic Survey in October 1991..
 KR1809
 KR1809.The geoid height was determined by GEOID03.
 KR1809
 KR1809.The dynamic height is computed by dividing the NAVD 88
 KR1809.geopotential number by the normal gravity value computed on the
 KR1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1809.degrees latitude (g = 980.6199 gals.).
 KR1809
 KR1809.The modeled gravity was interpolated from observed gravity values.
 KR1809
 KR1809;                    North         East    Units  Estimated Accuracy
 KR1809;SPC NV W     - 4,523,750.      791,350.      MT  (+/- 180 meters Scaled)
 KR1809
 KR1809                          SUPERSEDED SURVEY CONTROL
 KR1809
 KR1809.No superseded survey control is available for this station.
 KR1809
 KR1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD551702(NAD 83)
 KR1809_MARKER: DD = SURVEY DISK
 KR1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1809_SP_SET: CONCRETE POST
 KR1809_STAMPING: B 277+96.79 P.O.T. B 272+81.81 P.T. 43.18 90
 KR1809_MARK LOGO: NVDT  
 KR1809_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1809+STABILITY: SURFACE MOTION
 KR1809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1809+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1991
 KR1809
 KR1809  HISTORY     - Date     Condition        Report By
 KR1809  HISTORY     - UNK      MONUMENTED       NVDT
 KR1809  HISTORY     - 19910806 GOOD             NGS
 KR1809
 KR1809                          STATION DESCRIPTION
 KR1809
 KR1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1809'8.4 KM (5.2 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL IN
 KR1809'FALLON, 45.8 M (150.3 FT) SOUTHEAST OF A UTILITY POLE, 13.1 M (43.0
 KR1809'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.0 M (6.6 FT)
 KR1809'NORTHEAST OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 KR1809'0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST, 0.2 M (0.7 FT)
 KR1809'SOUTH-SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.05
 KR1809'M (0.16 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1423 ***********************************************************************
 KR1423  DESIGNATION -  HWY 50 STA B 336+00.00 POT
 KR1423  PID         -  KR1423
 KR1423  STATE/COUNTY-  NV/CHURCHILL
 KR1423  USGS QUAD   -  GRIMES POINT (1985)
 KR1423
 KR1423                         *CURRENT SURVEY CONTROL
 KR1423  ___________________________________________________________________
 KR1423* NAD 83(1986)-  39 27 12.     (N)    118 40 34.     (W)     SCALED    
 KR1423* NAVD 88     -      1198.466  (meters)    3931.97   (feet)  ADJUSTED  
 KR1423  ___________________________________________________________________
 KR1423  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR1423  DYNAMIC HT  -        1197.433 (meters)    3928.58  (feet)  COMP
 KR1423  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 KR1423
 KR1423  VERT ORDER  -  FIRST     CLASS II
 KR1423
 KR1423.The horizontal coordinates were scaled from a topographic map and have
 KR1423.an estimated accuracy of +/- 6 seconds.
 KR1423
 KR1423.The orthometric height was determined by differential leveling
 KR1423.and adjusted by the National Geodetic Survey in June 1991..
 KR1423
 KR1423.The geoid height was determined by GEOID03.
 KR1423
 KR1423.The dynamic height is computed by dividing the NAVD 88
 KR1423.geopotential number by the normal gravity value computed on the
 KR1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1423.degrees latitude (g = 980.6199 gals.).
 KR1423
 KR1423.The modeled gravity was interpolated from observed gravity values.
 KR1423
 KR1423;                    North         East    Units  Estimated Accuracy
 KR1423;SPC NV W     - 4,521,930.      792,020.      MT  (+/- 180 meters Scaled)
 KR1423
 KR1423                          SUPERSEDED SURVEY CONTROL
 KR1423
 KR1423.No superseded survey control is available for this station.
 KR1423
 KR1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD557684(NAD 83)
 KR1423_MARKER: DD = SURVEY DISK
 KR1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1423_SP_SET: CONCRETE POST
 KR1423_STAMPING: B 336+00.00 P.O.T. 55.58 90
 KR1423_MARK LOGO: NVDT  
 KR1423_PROJECTION: PROJECTING 10 CENTIMETERS
 KR1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1423+STABILITY: SURFACE MOTION
 KR1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1423+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 KR1423
 KR1423  HISTORY     - Date     Condition        Report By
 KR1423  HISTORY     - UNK      MONUMENTED       NVDH
 KR1423  HISTORY     - 1986     GOOD             NGS
 KR1423  HISTORY     - 19910806 GOOD             NGS
 KR1423  HISTORY     - 20060323 GOOD             GEOCAC
 KR1423
 KR1423                          STATION DESCRIPTION
 KR1423
 KR1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1423'10.7 KM (6.65 MI) ESE FROM FALLON.
 KR1423'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 KR1423'0.24 KM (0.15 MI) SOUTH ALONG US HIGHWAY 95 (MAIN STREET) FROM THE
 KR1423'POST OFFICE IN FALLON, THENCE 10.5 KM (6.5 MI) EAST-SOUTHEAST ALONG US
 KR1423'HIGHWAY 50, 1.9 KM (1.2 MI) NORTH-NORTHWEST OF WILDES ROAD, 17.0
 KR1423'METERS (55.9 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 43.6
 KR1423'METERS (143 FT) EAST-NORTHEAST OF A RIGHT-OF-WAY FENCE, 0.3 METER
 KR1423'(1.0 FT) NORTH-NORTHWEST OF A METAL STAKE.
 KR1423'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST
 KR1423
 KR1423                          STATION RECOVERY (1991)
 KR1423
 KR1423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KR1423'10.2 KM (6.3 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR1423'IN FALLON, 43.6 M (143.0 FT) EAST-NORTHEAST OF A RIGHT-OF-WAY FENCE,
 KR1423'17.0 M (55.8 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.6
 KR1423'M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 KR1423'NORTH-NORTHWEST OF A METAL STAKE, 0.3 M (1.0 FT) SOUTH-SOUTHEAST OF A
 KR1423'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 KR1423'GROUND SURFACE.
 KR1423
 KR1423                          STATION RECOVERY (2006)
 KR1423
 KR1423'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR1423'OBSERVED GPSR COORDINATES N39 27 17.70, W118 40 34.68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0099 ***********************************************************************
 KR0099  DESIGNATION -  HWY 50 STA B 401+00.00
 KR0099  PID         -  KR0099
 KR0099  STATE/COUNTY-  NV/CHURCHILL
 KR0099  USGS QUAD   -  WEST GATE (1972)
 KR0099
 KR0099                         *CURRENT SURVEY CONTROL
 KR0099  ___________________________________________________________________
 KR0099* NAD 83(1986)-  39 17 28.     (N)    118 04 01.     (W)     SCALED    
 KR0099* NAVD 88     -      1365.206  (meters)    4479.01   (feet)  ADJUSTED  
 KR0099  ___________________________________________________________________
 KR0099  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 KR0099  DYNAMIC HT  -        1363.947 (meters)    4474.88  (feet)  COMP
 KR0099  MODELED GRAV-     979,657.8   (mgal)                       NAVD 88
 KR0099
 KR0099  VERT ORDER  -  FIRST     CLASS II
 KR0099
 KR0099.The horizontal coordinates were scaled from a topographic map and have
 KR0099.an estimated accuracy of +/- 6 seconds.
 KR0099
 KR0099.The orthometric height was determined by differential leveling
 KR0099.and adjusted by the National Geodetic Survey in June 1991..
 KR0099
 KR0099.The geoid height was determined by GEOID03.
 KR0099
 KR0099.The dynamic height is computed by dividing the NAVD 88
 KR0099.geopotential number by the normal gravity value computed on the
 KR0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0099.degrees latitude (g = 980.6199 gals.).
 KR0099
 KR0099.The modeled gravity was interpolated from observed gravity values.
 KR0099
 KR0099;                    North         East    Units  Estimated Accuracy
 KR0099;SPC NV W     - 4,504,040.      844,550.      MT  (+/- 180 meters Scaled)
 KR0099
 KR0099                          SUPERSEDED SURVEY CONTROL
 KR0099
 KR0099  NGVD 29 (??/??/92) 1364.217  (m)         4475.77   (f) ADJ UNCH    1 2
 KR0099
 KR0099.Superseded values are not recommended for survey control.
 KR0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0099.See file dsdata.txt to determine how the superseded data were derived.
 KR0099
 KR0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD079496(NAD 83)
 KR0099_MARKER: DD = SURVEY DISK
 KR0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0099_STAMPING: H 401+00.00 P.O.T. 60 90
 KR0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0099+STABILITY: SURFACE MOTION
 KR0099
 KR0099  HISTORY     - Date     Condition        Report By
 KR0099  HISTORY     - UNK      MONUMENTED       NVDH
 KR0099  HISTORY     - 1967     GOOD             NGS
 KR0099
 KR0099                          STATION DESCRIPTION
 KR0099
 KR0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0099'10.1 MI W FROM EASTGATE.
 KR0099'ABOUT 10.1 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION
 KR0099'AT EASTGATE, IN SECTION 32, T 17 N, R 35 E, 61 FEET SOUTH OF THE
 KR0099'CENTER LINE OF THE HIGHWAY, 164 FEET SOUTHEAST OF THE EAST END OF THE
 KR0099'SOUTH CONCRETE HEAD WALL OF A LARGE CORRUGATED METAL CULVERT, 9.6 FEET
 KR0099'NORTHEAST OF BENCH MARK J 383 RESET 1961, 0.9 FOOT NORTHWEST OF A
 KR0099'METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, A
 KR0099'NEVADA STATE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A CONCRETE POST
 KR0099'ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1810 ***********************************************************************
 KR1810  DESIGNATION -  HWY 50 STA B 404+00.00 POT
 KR1810  PID         -  KR1810
 KR1810  STATE/COUNTY-  NV/CHURCHILL
 KR1810  USGS QUAD   -  GRIMES POINT (1985)
 KR1810
 KR1810                         *CURRENT SURVEY CONTROL
 KR1810  ___________________________________________________________________
 KR1810* NAD 83(1986)-  39 26 16.     (N)    118 40 03.     (W)     SCALED    
 KR1810* NAVD 88     -      1197.743  (meters)    3929.60   (feet)  ADJUSTED  
 KR1810  ___________________________________________________________________
 KR1810  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR1810  DYNAMIC HT  -        1196.709 (meters)    3926.20  (feet)  COMP
 KR1810  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 KR1810
 KR1810  VERT ORDER  -  FIRST     CLASS II
 KR1810
 KR1810.The horizontal coordinates were scaled from a topographic map and have
 KR1810.an estimated accuracy of +/- 6 seconds.
 KR1810
 KR1810.The orthometric height was determined by differential leveling
 KR1810.and adjusted by the National Geodetic Survey in October 1991..
 KR1810
 KR1810.The geoid height was determined by GEOID03.
 KR1810
 KR1810.The dynamic height is computed by dividing the NAVD 88
 KR1810.geopotential number by the normal gravity value computed on the
 KR1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1810.degrees latitude (g = 980.6199 gals.).
 KR1810
 KR1810.The modeled gravity was interpolated from observed gravity values.
 KR1810
 KR1810;                    North         East    Units  Estimated Accuracy
 KR1810;SPC NV W     - 4,520,200.      792,760.      MT  (+/- 180 meters Scaled)
 KR1810
 KR1810                          SUPERSEDED SURVEY CONTROL
 KR1810
 KR1810.No superseded survey control is available for this station.
 KR1810
 KR1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD564666(NAD 83)
 KR1810_MARKER: DD = SURVEY DISK
 KR1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1810_SP_SET: CONCRETE POST
 KR1810_STAMPING: B 404+00.00 P.O.T. 73.0890.0200
 KR1810_MARK LOGO: NVDT  
 KR1810_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1810+STABILITY: SURFACE MOTION
 KR1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1810+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 KR1810
 KR1810  HISTORY     - Date     Condition        Report By
 KR1810  HISTORY     - UNK      MONUMENTED       NVDT
 KR1810  HISTORY     - 19910806 GOOD             NGS
 KR1810  HISTORY     - 20060315 GOOD             GEOCAC
 KR1810
 KR1810                          STATION DESCRIPTION
 KR1810
 KR1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1810'12.3 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR1810'IN FALLON, 35.4 M (116.1 FT) SOUTH-SOUTHEAST OF A UTILITY POLE, 22.2
 KR1810'M (72.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.0 M (55.8
 KR1810'FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD, 1.0 M (3.3 FT) BELOW
 KR1810'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) WEST-SOUTHWEST OF A WITNESS
 KR1810'POST, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 KR1810'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 KR1810
 KR1810                          STATION RECOVERY (2006)
 KR1810
 KR1810'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR1810'OBSERVED GPSR COORDINATES N39 26 15.18, W118 40 02.64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0609 ***********************************************************************
 JQ0609  DESIGNATION -  HWY 6 STA 129+78.51 POT
 JQ0609  PID         -  JQ0609
 JQ0609  STATE/COUNTY-  NV/NYE
 JQ0609  USGS QUAD   -  LUNAR CRATER (1967)
 JQ0609
 JQ0609                         *CURRENT SURVEY CONTROL
 JQ0609  ___________________________________________________________________
 JQ0609* NAD 83(1986)-  38 28 47.     (N)    116 05 57.     (W)     SCALED    
 JQ0609* NAVD 88     -      1794.390  (meters)    5887.09   (feet)  ADJUSTED  
 JQ0609  ___________________________________________________________________
 JQ0609  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 JQ0609  DYNAMIC HT  -        1792.417 (meters)    5880.62  (feet)  COMP
 JQ0609  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 JQ0609
 JQ0609  VERT ORDER  -  SECOND    CLASS 0
 JQ0609
 JQ0609.The horizontal coordinates were scaled from a topographic map and have
 JQ0609.an estimated accuracy of +/- 6 seconds.
 JQ0609
 JQ0609.The orthometric height was determined by differential leveling
 JQ0609.and adjusted by the National Geodetic Survey in June 1991..
 JQ0609
 JQ0609.The geoid height was determined by GEOID03.
 JQ0609
 JQ0609.The dynamic height is computed by dividing the NAVD 88
 JQ0609.geopotential number by the normal gravity value computed on the
 JQ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0609.degrees latitude (g = 980.6199 gals.).
 JQ0609
 JQ0609.The modeled gravity was interpolated from observed gravity values.
 JQ0609
 JQ0609;                    North         East    Units  Estimated Accuracy
 JQ0609;SPC NV C     - 6,414,000.      549,510.      MT  (+/- 180 meters Scaled)
 JQ0609
 JQ0609                          SUPERSEDED SURVEY CONTROL
 JQ0609
 JQ0609  NGVD 29 (??/??/92) 1793.22   (m)         5883.3    (f) COMPUTED    2 0
 JQ0609
 JQ0609.Superseded values are not recommended for survey control.
 JQ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0609.See file dsdata.txt to determine how the superseded data were derived.
 JQ0609
 JQ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC785594(NAD 83)
 JQ0609_MARKER: DD = SURVEY DISK
 JQ0609_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JQ0609_SP_SET: PREFAB CONC. POST IN EARTH
 JQ0609_STAMPING: STA A 129+78.51 P.O.T. DIST 40.00 ANGLE 90
 JQ0609_MARK LOGO: NVDH  
 JQ0609_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JQ0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0609+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1967
 JQ0609
 JQ0609  HISTORY     - Date     Condition        Report By
 JQ0609  HISTORY     - UNK      MONUMENTED       NVDH
 JQ0609  HISTORY     - 19670921 GOOD             USGS
 JQ0609
 JQ0609                          STATION DESCRIPTION
 JQ0609
 JQ0609'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0609'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0609'HIGHWAY 6 TO A T-ROAD NORTH TO MOORE STATION 16, 380 FEET WEST OF THE
 JQ0609'T-ROAD, 40 FEET NORTH OF THE HIGHWAY, 1 FOOT SOUTH OF A WITNESS, IN A
 JQ0609'CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0610 ***********************************************************************
 JQ0610  DESIGNATION -  HWY 6 STA 175+30.26 POT
 JQ0610  PID         -  JQ0610
 JQ0610  STATE/COUNTY-  NV/NYE
 JQ0610  USGS QUAD   -  LUNAR CRATER (1967)
 JQ0610
 JQ0610                         *CURRENT SURVEY CONTROL
 JQ0610  ___________________________________________________________________
 JQ0610* NAD 83(1986)-  38 29 04.     (N)    116 05 05.     (W)     SCALED    
 JQ0610* NAVD 88     -      1795.146  (meters)    5889.57   (feet)  ADJUSTED  
 JQ0610  ___________________________________________________________________
 JQ0610  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 JQ0610  DYNAMIC HT  -        1793.181 (meters)    5883.13  (feet)  COMP
 JQ0610  MODELED GRAV-     979,470.2   (mgal)                       NAVD 88
 JQ0610
 JQ0610  VERT ORDER  -  SECOND    CLASS 0
 JQ0610
 JQ0610.The horizontal coordinates were scaled from a topographic map and have
 JQ0610.an estimated accuracy of +/- 6 seconds.
 JQ0610
 JQ0610.The orthometric height was determined by differential leveling
 JQ0610.and adjusted by the National Geodetic Survey in June 1991..
 JQ0610
 JQ0610.The geoid height was determined by GEOID03.
 JQ0610
 JQ0610.The dynamic height is computed by dividing the NAVD 88
 JQ0610.geopotential number by the normal gravity value computed on the
 JQ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0610.degrees latitude (g = 980.6199 gals.).
 JQ0610
 JQ0610.The modeled gravity was interpolated from observed gravity values.
 JQ0610
 JQ0610;                    North         East    Units  Estimated Accuracy
 JQ0610;SPC NV C     - 6,414,530.      550,770.      MT  (+/- 180 meters Scaled)
 JQ0610
 JQ0610                          SUPERSEDED SURVEY CONTROL
 JQ0610
 JQ0610  NGVD 29 (??/??/92) 1793.98   (m)         5885.7    (f) COMPUTED    2 0
 JQ0610
 JQ0610.Superseded values are not recommended for survey control.
 JQ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0610.See file dsdata.txt to determine how the superseded data were derived.
 JQ0610
 JQ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC798599(NAD 83)
 JQ0610_MARKER: DD = SURVEY DISK
 JQ0610_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JQ0610_SP_SET: PREFAB CONC. POST IN EARTH
 JQ0610_STAMPING: P.O.T. 0-175-130+26A-175+30.26 DIST. 40.00 ANGLE90
 JQ0610_MARK LOGO: NVDH  
 JQ0610_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JQ0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0610+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1967
 JQ0610
 JQ0610  HISTORY     - Date     Condition        Report By
 JQ0610  HISTORY     - UNK      MONUMENTED       NVDH
 JQ0610  HISTORY     - 19670921 GOOD             USGS
 JQ0610
 JQ0610                          STATION DESCRIPTION
 JQ0610
 JQ0610'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0610'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 26.8 MILES NORTHEAST ALONG
 JQ0610'HIGHWAY 6, 1.3 MILES EAST AT A T-ROAD NORTH, 40 FEET NORTH OF HIGHWAY
 JQ0610'6, IN A CONCRETE POST THAT IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0494 ***********************************************************************
 HP0494  DESIGNATION -  HWY 93 STA B 573+52.58
 HP0494  PID         -  HP0494
 HP0494  STATE/COUNTY-  NV/LINCOLN
 HP0494  USGS QUAD   -  PANACA (1970)
 HP0494
 HP0494                         *CURRENT SURVEY CONTROL
 HP0494  ___________________________________________________________________
 HP0494* NAD 83(1986)-  37 45 12.     (N)    114 25 54.     (W)     SCALED    
 HP0494* NAVD 88     -      1424.023  (meters)    4671.98   (feet)  POSTED    
 HP0494  ___________________________________________________________________
 HP0494  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 HP0494  DYNAMIC HT  -        1422.460 (meters)    4666.85  (feet)  COMP
 HP0494  MODELED GRAV-     979,482.1   (mgal)                       NAVD 88
 HP0494
 HP0494  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0494
 HP0494.The horizontal coordinates were scaled from a topographic map and have
 HP0494.an estimated accuracy of +/- 6 seconds.
 HP0494
 HP0494.The orthometric height was determined by differential leveling
 HP0494.and adjusted by the National Geodetic Survey in 1992..
 HP0494.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0494.rate of 0.0 thru 1.0 mm/km.
 HP0494
 HP0494.The geoid height was determined by GEOID03.
 HP0494
 HP0494.The dynamic height is computed by dividing the NAVD 88
 HP0494.geopotential number by the normal gravity value computed on the
 HP0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0494.degrees latitude (g = 980.6199 gals.).
 HP0494
 HP0494.The modeled gravity was interpolated from observed gravity values.
 HP0494
 HP0494;                    North         East    Units  Estimated Accuracy
 HP0494;SPC NV E     - 8,333,850.      301,480.      MT  (+/- 180 meters Scaled)
 HP0494
 HP0494                          SUPERSEDED SURVEY CONTROL
 HP0494
 HP0494  NGVD 29 (??/??/92) 1422.97   (m)         4668.5    (f) COMPUTED    2 0
 HP0494
 HP0494.Superseded values are not recommended for survey control.
 HP0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0494.See file dsdata.txt to determine how the superseded data were derived.
 HP0494
 HP0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB262815(NAD 83)
 HP0494_MARKER: DD = SURVEY DISK
 HP0494_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 HP0494_SP_SET: PREFAB CONC. POST IN EARTH
 HP0494_STAMPING: DIST 60.00 STA B 573+52.58 ANGLE 90 DATE SET 8/17/
 HP0494_MARK LOGO: NVDH  
 HP0494_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0494+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1971
 HP0494
 HP0494  HISTORY     - Date     Condition        Report By
 HP0494  HISTORY     - 1959     MONUMENTED       NVDH
 HP0494  HISTORY     - 19711116 GOOD             USGS
 HP0494
 HP0494                          STATION DESCRIPTION
 HP0494
 HP0494'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0494'FROM THE JUNCTION OF US HIGHWAY 93 AND STATE HIGHWAY 25 (AT TEXACO
 HP0494'STATION), PROCEED 2.9 MILES SOUTH, 60 FEET WEST OF AND 4 FEET LOWER
 HP0494'THAN US HIGHWAY 93, 1 FOOT EAST OF A WITNESS SIGN, A STANDARD NEVADA
 HP0494'HIGHWAY DEPARTMENT BRASS CAP SET IN A 12 INCH CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0495 ***********************************************************************
 HP0495  DESIGNATION -  HWY 93 STA B 643+7642
 HP0495  PID         -  HP0495
 HP0495  STATE/COUNTY-  NV/LINCOLN
 HP0495  USGS QUAD   -  PANACA (1970)
 HP0495
 HP0495                         *CURRENT SURVEY CONTROL
 HP0495  ___________________________________________________________________
 HP0495* NAD 83(1986)-  37 46 12.     (N)    114 25 03.     (W)     SCALED    
 HP0495* NAVD 88     -      1429.661  (meters)    4690.48   (feet)  POSTED    
 HP0495  ___________________________________________________________________
 HP0495  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 HP0495  DYNAMIC HT  -        1428.090 (meters)    4685.33  (feet)  COMP
 HP0495  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 HP0495
 HP0495  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0495
 HP0495.The horizontal coordinates were scaled from a topographic map and have
 HP0495.an estimated accuracy of +/- 6 seconds.
 HP0495
 HP0495.The orthometric height was determined by differential leveling
 HP0495.and adjusted by the National Geodetic Survey in 1992..
 HP0495.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0495.rate of 0.0 thru 1.0 mm/km.
 HP0495
 HP0495.The geoid height was determined by GEOID03.
 HP0495
 HP0495.The dynamic height is computed by dividing the NAVD 88
 HP0495.geopotential number by the normal gravity value computed on the
 HP0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0495.degrees latitude (g = 980.6199 gals.).
 HP0495
 HP0495.The modeled gravity was interpolated from observed gravity values.
 HP0495
 HP0495;                    North         East    Units  Estimated Accuracy
 HP0495;SPC NV E     - 8,335,720.      302,710.      MT  (+/- 180 meters Scaled)
 HP0495
 HP0495                          SUPERSEDED SURVEY CONTROL
 HP0495
 HP0495  NGVD 29 (??/??/92) 1428.58   (m)         4686.9    (f) COMPUTED    2 0
 HP0495
 HP0495.Superseded values are not recommended for survey control.
 HP0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0495.See file dsdata.txt to determine how the superseded data were derived.
 HP0495
 HP0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB274834(NAD 83)
 HP0495_MARKER: DD = SURVEY DISK
 HP0495_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 HP0495_SP_SET: PREFAB CONC. POST IN EARTH
 HP0495_STAMPING: 70.00 STA C 643+58.48 B 643+7642 ANGLE 90 DATE SET
 HP0495_MARK LOGO: NVDH  
 HP0495_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0495+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1971
 HP0495
 HP0495  HISTORY     - Date     Condition        Report By
 HP0495  HISTORY     - 1959     MONUMENTED       NVDH
 HP0495  HISTORY     - 19711116 GOOD             USGS
 HP0495
 HP0495                          STATION DESCRIPTION
 HP0495
 HP0495'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0495'FROM THE JUNCTION OF US HIGHWAY 93 AND STATE HIGHWAY 25 (AT TEXACO
 HP0495'STATION), PROCEED 1.5 MILES SOUTH, 70 FEET WEST OF AND 3 FEET LOWER
 HP0495'THAN US HIGHWAY 93, 1 FOOT EAST OF A WITNESS SIGN, A STANDARD NEVADA
 HP0495'HIGHWAY DEPARTMENT BRASS CAP SET IN A 12 INCH CONCRETE POST
 HP0495'PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0496 ***********************************************************************
 HP0496  DESIGNATION -  HWY 93 STA B 689+31.44
 HP0496  PID         -  HP0496
 HP0496  STATE/COUNTY-  NV/LINCOLN
 HP0496  USGS QUAD   -  PANACA (1970)
 HP0496
 HP0496                         *CURRENT SURVEY CONTROL
 HP0496  ___________________________________________________________________
 HP0496* NAD 83(1986)-  37 46 51.     (N)    114 24 38.     (W)     SCALED    
 HP0496* NAVD 88     -      1434.251  (meters)    4705.54   (feet)  POSTED    
 HP0496  ___________________________________________________________________
 HP0496  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 HP0496  DYNAMIC HT  -        1432.680 (meters)    4700.38  (feet)  COMP
 HP0496  MODELED GRAV-     979,483.2   (mgal)                       NAVD 88
 HP0496
 HP0496  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0496
 HP0496.The horizontal coordinates were scaled from a topographic map and have
 HP0496.an estimated accuracy of +/- 6 seconds.
 HP0496
 HP0496.The orthometric height was determined by differential leveling
 HP0496.and adjusted by the National Geodetic Survey in 1992..
 HP0496.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0496.rate of 0.0 thru 1.0 mm/km.
 HP0496
 HP0496.The geoid height was determined by GEOID03.
 HP0496
 HP0496.The dynamic height is computed by dividing the NAVD 88
 HP0496.geopotential number by the normal gravity value computed on the
 HP0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0496.degrees latitude (g = 980.6199 gals.).
 HP0496
 HP0496.The modeled gravity was interpolated from observed gravity values.
 HP0496
 HP0496;                    North         East    Units  Estimated Accuracy
 HP0496;SPC NV E     - 8,336,930.      303,310.      MT  (+/- 180 meters Scaled)
 HP0496
 HP0496                          SUPERSEDED SURVEY CONTROL
 HP0496
 HP0496  NGVD 29 (??/??/92) 1433.17   (m)         4702.0    (f) COMPUTED    2 0
 HP0496
 HP0496.Superseded values are not recommended for survey control.
 HP0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0496.See file dsdata.txt to determine how the superseded data were derived.
 HP0496
 HP0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB280846(NAD 83)
 HP0496_MARKER: DD = SURVEY DISK
 HP0496_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 HP0496_SP_SET: PREFAB CONC. POST IN EARTH
 HP0496_STAMPING: DIST 55.00 STA B 689+31.44 PT ANGLE 90 DATE SET 8/
 HP0496_MARK LOGO: NVDH  
 HP0496_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0496+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1971
 HP0496
 HP0496  HISTORY     - Date     Condition        Report By
 HP0496  HISTORY     - 1959     MONUMENTED       NVDH
 HP0496  HISTORY     - 19711116 GOOD             USGS
 HP0496
 HP0496                          STATION DESCRIPTION
 HP0496
 HP0496'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0496'FROM THE JUNCTION OF US HIGHWAY 93 AND STATE HIGHWAY 25 (AT TEXACO
 HP0496'STATION), PROCEED 0.7 MILES SOUTH, 55 FEET WEST OF US HIGHWAY 93, 55
 HP0496'FEET NORTHWEST OF THE WEST END OF A 30 INCH CORRUGATED METAL PIPE
 HP0496'CULVERT, 1 FOOT EAST OF A WITNESS SIGN, A 12 INCH CONCRETE POST
 HP0496'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0333 ***********************************************************************
 KR0333  DESIGNATION -  HWY 95 STA 1656+32.67
 KR0333  PID         -  KR0333
 KR0333  STATE/COUNTY-  NV/CHURCHILL
 KR0333  USGS QUAD   -  FALLON (1985)
 KR0333
 KR0333                         *CURRENT SURVEY CONTROL
 KR0333  ___________________________________________________________________
 KR0333* NAD 83(1986)-  39 23 26.     (N)    118 46 55.     (W)     SCALED    
 KR0333* NAVD 88     -      1202.69   (+/-2cm)    3945.8    (feet)  VERTCON   
 KR0333  ___________________________________________________________________
 KR0333  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 KR0333
 KR0333  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0333
 KR0333.The horizontal coordinates were scaled from a topographic map and have
 KR0333.an estimated accuracy of +/- 6 seconds.
 KR0333
 KR0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0333.The vertical order pertains to the NGVD 29 superseded value.
 KR0333
 KR0333.The geoid height was determined by GEOID03.
 KR0333
 KR0333;                    North         East    Units  Estimated Accuracy
 KR0333;SPC NV W     - 4,514,970.      782,890.      MT  (+/- 180 meters Scaled)
 KR0333
 KR0333                          SUPERSEDED SURVEY CONTROL
 KR0333
 KR0333  NGVD 29 (??/??/92) 1201.726  (m)         3942.66   (f) ADJ UNCH    1 2
 KR0333
 KR0333.Superseded values are not recommended for survey control.
 KR0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0333.See file dsdata.txt to determine how the superseded data were derived.
 KR0333
 KR0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD465616(NAD 83)
 KR0333_MARKER: DD = SURVEY DISK
 KR0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0333_STAMPING: 1656+32.67 3940
 KR0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0333+STABILITY: SURFACE MOTION
 KR0333
 KR0333  HISTORY     - Date     Condition        Report By
 KR0333  HISTORY     - UNK      MONUMENTED       NVDH
 KR0333  HISTORY     - 1967     GOOD             NGS
 KR0333
 KR0333                          STATION DESCRIPTION
 KR0333
 KR0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0333'6.0 MI S FROM FALLON.
 KR0333'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0333'FROM THE CITY HALL AT FALLON, THENCE 5.95 MILES SOUTH ALONG U.S.
 KR0333'HIGHWAY 95, IN SECTION 25, T 18 N, R 28 E, AT THE JUNCTION OF THE
 KR0333'HIGHWAY AND A DIRT ROAD WHICH LEADS WEST ALONG THE SOUTH BANK OF AN
 KR0333'IRRIGATION CANAL, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 25
 KR0333'FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 18 FEET NORTH OF THE
 KR0333'CENTER OF A DOUBLE METAL-FRAME GATE, 13 FEET SOUTH OF THE EXTENDED
 KR0333'CENTER LINE OF THE IRRIGATION CANAL, 2 FEET NORTH OF A GATE POST, 1/2
 KR0333'FOOT EAST OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1
 KR0333'FOOT BELOW THE LEVEL OF THE HIGHWAY, A NEVADA STATE HIGHWAY DEPARTMENT
 KR0333'DISK SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0345 ***********************************************************************
 KR0345  DESIGNATION -  HWY 95 STA 1907+96.74
 KR0345  PID         -  KR0345
 KR0345  STATE/COUNTY-  NV/CHURCHILL
 KR0345  USGS QUAD   -  FALLON (1985)
 KR0345
 KR0345                         *CURRENT SURVEY CONTROL
 KR0345  ___________________________________________________________________
 KR0345* NAD 83(1986)-  39 27 40.     (N)    118 46 49.     (W)     SCALED    
 KR0345* NAVD 88     -      1209.530  (meters)    3968.27   (feet)  ADJUSTED  
 KR0345  ___________________________________________________________________
 KR0345  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 KR0345  DYNAMIC HT  -        1208.488 (meters)    3964.85  (feet)  COMP
 KR0345  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 KR0345
 KR0345  VERT ORDER  -  FIRST     CLASS II
 KR0345
 KR0345.The horizontal coordinates were scaled from a topographic map and have
 KR0345.an estimated accuracy of +/- 6 seconds.
 KR0345
 KR0345.The orthometric height was determined by differential leveling
 KR0345.and adjusted by the National Geodetic Survey in June 1991..
 KR0345
 KR0345.The geoid height was determined by GEOID03.
 KR0345
 KR0345.The dynamic height is computed by dividing the NAVD 88
 KR0345.geopotential number by the normal gravity value computed on the
 KR0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0345.degrees latitude (g = 980.6199 gals.).
 KR0345
 KR0345.The modeled gravity was interpolated from observed gravity values.
 KR0345
 KR0345;                    North         East    Units  Estimated Accuracy
 KR0345;SPC NV W     - 4,522,800.      783,050.      MT  (+/- 180 meters Scaled)
 KR0345
 KR0345                          SUPERSEDED SURVEY CONTROL
 KR0345
 KR0345  NGVD 29 (??/??/92) 1208.593  (m)         3965.19   (f) ADJ UNCH    1 2
 KR0345
 KR0345.Superseded values are not recommended for survey control.
 KR0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0345.See file dsdata.txt to determine how the superseded data were derived.
 KR0345
 KR0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD468694(NAD 83)
 KR0345_MARKER: DD = SURVEY DISK
 KR0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0345_STAMPING: 3998 1907+9674
 KR0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0345+STABILITY: SURFACE MOTION
 KR0345
 KR0345  HISTORY     - Date     Condition        Report By
 KR0345  HISTORY     - UNK      MONUMENTED       NVDH
 KR0345  HISTORY     - 1955     GOOD             NGS
 KR0345  HISTORY     - 1967     MARK NOT FOUND   NGS
 KR0345
 KR0345                          STATION DESCRIPTION
 KR0345
 KR0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0345'1.1 MI S FROM FALLON.
 KR0345'1.1 MILES SOUTH ALONG SOUTH MAIN STREET (U. S. HIGHWAY 95) FROM THE
 KR0345'POST OFFICE AT FALLON, AT THE INTERSECTION OF AN EAST-WEST PAVED ROAD,
 KR0345'14.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE CONCRETE BRIDGE
 KR0345'OVER THE L CANAL, 34.4 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 28
 KR0345'FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, FLUSH WITH THE
 KR0345'GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 KR0345
 KR0345                          STATION RECOVERY (1967)
 KR0345
 KR0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KR0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0846 ***********************************************************************
 LR0846  DESIGNATION -  HYDRA
 LR0846  PID         -  LR0846
 LR0846  STATE/COUNTY-  NV/PERSHING
 LR0846  USGS QUAD   -  SOU HOT SPRINGS (1990)
 LR0846
 LR0846                         *CURRENT SURVEY CONTROL
 LR0846  ___________________________________________________________________
 LR0846* NAD 83(1994)-  40 00 09.14038(N)    117 43 06.44112(W)     ADJUSTED  
 LR0846* NAVD 88     -      1095.2    (meters)    3593.     (feet)  VERTCON   
 LR0846  ___________________________________________________________________
 LR0846  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 LR0846  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 LR0846
 LR0846  HORZ ORDER  -  SECOND
 LR0846
 LR0846.The horizontal coordinates were established by classical geodetic methods
 LR0846.and adjusted by the National Geodetic Survey in June 1998..
 LR0846
 LR0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0846
 LR0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0846
 LR0846.The geoid height was determined by GEOID03.
 LR0846
 LR0846;                    North         East     Units Scale Factor Converg.
 LR0846;SPC NV W     - 4,583,252.612   873,845.595   MT  0.99996711   +0 33 21.6
 LR0846;SPC NV W     -15,036,887.94  2,866,941.76   sFT  0.99996711   +0 33 21.6
 LR0846;SPC NV C     - 6,583,424.221   410,195.085   MT  0.99999925   -0 40 34.2
 LR0846;SPC NV C     -21,599,117.63  1,345,781.71   sFT  0.99999925   -0 40 34.2
 LR0846;UTM  11      - 4,428,286.189   438,674.812   MT  0.99964630   -0 27 42.7
 LR0846
 LR0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0846!SPC NV W     -   0.99983175  x   0.99996711  =   0.99979887
 LR0846!SPC NV C     -   0.99983175  x   0.99999925  =   0.99983100
 LR0846!UTM  11      -   0.99983175  x   0.99964630  =   0.99947811
 LR0846
 LR0846:                Primary Azimuth Mark                     Grid Az
 LR0846:SPC NV W     -  HYDRA AZ MK                              039 08 18.8
 LR0846:SPC NV C     -  HYDRA AZ MK                              040 22 14.6
 LR0846:UTM  11      -  HYDRA AZ MK                              040 09 23.1
 LR0846
 LR0846|---------------------------------------------------------------------|
 LR0846| PID    Reference Object                     Distance      Geod. Az  |
 LR0846|                                                           dddmmss.s |
 LR0846| DB7966 HYDRA AZ MK                                        0394140.4 |
 LR0846| DB7967 HYDRA RM 1                            9.628 METERS 13016     |
 LR0846| DB7968 HYDRA RM 2                            7.425 METERS 33255     |
 LR0846|---------------------------------------------------------------------|
 LR0846
 LR0846                          SUPERSEDED SURVEY CONTROL
 LR0846
 LR0846  NAD 83(1986)-  40 00 09.14332(N)    117 43 06.43313(W) AD(       ) 2
 LR0846  NAD 27      -  40 00 09.44950(N)    117 43 02.99920(W) AD(       ) 2
 LR0846  NGVD 29 (02/26/99) 1094.2    (m)         3590.     (f) VERT ANG       
 LR0846
 LR0846.Superseded values are not recommended for survey control.
 LR0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0846.See file dsdata.txt to determine how the superseded data were derived.
 LR0846
 LR0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME3867528286(NAD 83)
 LR0846_MARKER: DS = TRIANGULATION STATION DISK
 LR0846_SETTING: 66 = SET IN ROCK OUTCROP
 LR0846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0846+STABILITY: POSITION/ELEVATION WELL
 LR0846
 LR0846  HISTORY     - Date     Condition        Report By
 LR0846  HISTORY     - 1958     MONUMENTED       CGS
 LR0846  HISTORY     - 1965     GOOD             USGS
 LR0846
 LR0846                          STATION DESCRIPTION
 LR0846
 LR0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ILC)
 LR0846'THE STATION IS LOCATED ABOUT 42 MILES EAST-SOUTHEAST OF
 LR0846'LOVELOCK, 5 MILES SOUTH OF SEVEN DEVILS RANCH AND JUST NORTH OF
 LR0846'PERSHING-CHURCHILL COUNTY LINE.  IT IS LOCATED AT THE NORTH
 LR0846'END OF DIXIE VALLEY AND ON THE HIGHEST POINT OF A MOUND FORMED
 LR0846'BY THE DEPOSITORY ACTION OF RYDER HOT SPRINGS.
 LR0846'
 LR0846'TO REACH THE STATION FROM THE POST OFFICE IN BATTLE MOUNTAIN
 LR0846'GO NORTHWEST ON U.S. HIGHWAY 40 FOR ONE BLOCK.  TURN LEFT AND
 LR0846'GO SOUTH ON STATE HIGHWAY 8A FOR 11.8 MILES TO A PAVED SIDE
 LR0846'ROAD AND SIGN BUFFALO VALLEY.  TURN RIGHT AND GO WEST FOR 2.4
 LR0846'MILES TO A FORKS.  TAKE LEFT FORK AND GO SOUTH ON A GRAVEL ROAD
 LR0846'FOR 14.3 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE STRAIGHT
 LR0846'AHEAD GOING SOUTH AND WEST FOR 18.5 MILES TO A FORKS.  TAKE
 LR0846'LEFT FORK AND GO SOUTH FOR 0.3 MILE TO A GATE.  PASS THROUGH
 LR0846'THE GATE AND GO 0.1 MILE SOUTHEAST PASSING A RANCH HOUSE ON THE
 LR0846'LEFT TO ANOTHER GATE.  PASS THROUGH THE GATE AND CONTINUE
 LR0846'SOUTHEAST FOR 8.9 MILES TO A REVERSE Y.  TURN SHARP RIGHT AND
 LR0846'FOLLOW A FENCELINE FOR 0.15 MILE.  TURN LEFT AND GO
 LR0846'SOUTHWEST FOR 6.15 MILES TO THE STATION ON THE RIGHT.
 LR0846'
 LR0846'THE STATION IS A STANDARD DISK STAMPED HYDRA 1958 SET IN THE
 LR0846'TOP OF A ROCK OUTCROP THAT PROJECTS ABOUT 4 FEET ABOVE THE
 LR0846'GROUND.
 LR0846'
 LR0846'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED HYDRA NO
 LR0846'1 1958 SET IN THE TOP OF A 6 X 6 FOOT BOULDER THAT PROJECTS ABOUT
 LR0846'3-1/2 FEET ABOVE THE GROUND.  IT IS ABOUT 4-1/2 FEET LOWER THAN
 LR0846'THE STATION.
 LR0846'
 LR0846'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED HYDRA NO
 LR0846'2 1958 SET IN THE TOP OF A 6 X 6 FOOT BOULDER THAT PROJECTS ABOUT
 LR0846'3-1/2 FEET ABOVE THE GROUND.  IT IS ABOUT 5-1/2 FEET LOWER THAN
 LR0846'THE STATION.
 LR0846'
 LR0846'THE AZIMUTH MARK IS LOCATED ABOUT 0.2 MILE NORTH-NORTHEAST OF
 LR0846'THE STATION AND IS 3 FEET NORTH OF THE SOUTH EDGE NEAR THE
 LR0846'WEST END OF A KNOLL.  IT IS A STANDARD DISK STAMPED HYDRA
 LR0846'1958 SET IN THE TOP OF A ROCK OUTCROP.
 LR0846
 LR0846                          STATION RECOVERY (1965)
 LR0846
 LR0846'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LR0846'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40117-3, STATION 1006.
 LR0846'STATION MARK--A STANDARD DISK STAMPED---HYDRA 1958--- SET IN THE TOP
 LR0846'OF A ROCK OUTCROP THAT PROJECTS ABOUT 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0363 ***********************************************************************
 HP0363  DESIGNATION -  HYKO
 HP0363  PID         -  HP0363
 HP0363  STATE/COUNTY-  NV/LINCOLN
 HP0363  USGS QUAD   -  ALAMO NE (1969)
 HP0363
 HP0363                         *CURRENT SURVEY CONTROL
 HP0363  ___________________________________________________________________
 HP0363* NAD 83(1994)-  37 29 00.29251(N)    115 01 49.30567(W)     ADJUSTED  
 HP0363* NAVD 88     -      2423.6    (meters)    7951.     (feet)  VERTCON   
 HP0363  ___________________________________________________________________
 HP0363  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 HP0363  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 HP0363
 HP0363  HORZ ORDER  -  FIRST
 HP0363
 HP0363.The horizontal coordinates were established by classical geodetic methods
 HP0363.and adjusted by the National Geodetic Survey in June 1998..
 HP0363
 HP0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0363
 HP0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0363
 HP0363.The geoid height was determined by GEOID03.
 HP0363
 HP0363;                    North         East     Units Scale Factor Converg.
 HP0363;SPC NV E     - 8,303,416.326   248,902.796   MT  0.99992945   +0 20 11.4
 HP0363;SPC NV E     -27,242,125.06    816,608.59   sFT  0.99992945   +0 20 11.4
 HP0363;UTM  11      - 4,150,323.206   674,143.871   MT  0.99997356   +1 11 56.0
 HP0363
 HP0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0363!SPC NV E     -   0.99962374  x   0.99992945  =   0.99955322
 HP0363!UTM  11      -   0.99962374  x   0.99997356  =   0.99959731
 HP0363
 HP0363|---------------------------------------------------------------------|
 HP0363| PID    Reference Object                     Distance      Geod. Az  |
 HP0363|                                                           dddmmss.s |
 HP0363| DD6040 HYKO RM 1                             6.218 METERS 04937     |
 HP0363| DD6039 HYKO AZ MK                                         1931309.2 |
 HP0363| DD6041 HYKO RM 2                             7.283 METERS 34100     |
 HP0363|---------------------------------------------------------------------|
 HP0363
 HP0363                          SUPERSEDED SURVEY CONTROL
 HP0363
 HP0363  NAD 83(1994)-  37 29 00.29060(N)    115 01 49.30493(W) AD(       ) 1
 HP0363  NAD 83(1986)-  37 29 00.28438(N)    115 01 49.30282(W) AD(       ) 1
 HP0363  NAD 27      -  37 29 00.42200(N)    115 01 46.25400(W) AD(       ) 1
 HP0363  NGVD 29 (07/19/86) 2422.5    (m)         7948.     (f) VERT ANG       
 HP0363
 HP0363.Superseded values are not recommended for survey control.
 HP0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0363.See file dsdata.txt to determine how the superseded data were derived.
 HP0363
 HP0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB7414450323(NAD 83)
 HP0363_MARKER: DS = TRIANGULATION STATION DISK
 HP0363_SETTING: 66 = SET IN ROCK OUTCROP
 HP0363_SP_SET: PARTIALLY EXPOSED BEDROCK
 HP0363
 HP0363  HISTORY     - Date     Condition        Report By
 HP0363  HISTORY     - 1944     MONUMENTED       CGS
 HP0363
 HP0363                          STATION DESCRIPTION
 HP0363
 HP0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0363'STATION IS LOCATED ABOUT 11 MILES SE OF CRYSTAL SPRINGS, 11
 HP0363'MILES NE OF ALAMO, 15-1/2 MILES W OF DELAMAR, AND 8 MILES
 HP0363'S OF SUMMIT ON U.S. HIGHWAY 93.  IT IS ON TOP OF A MASSIVE
 HP0363'ROCK OUTCROP, THE HIGHEST AND MOST CONSPICUOUS POINT IN THE
 HP0363'RUGGED HYKO RANGE.
 HP0363'
 HP0363'STATION MARK IS A BRONZE STATION DISK SET FLUSH IN BEDROCK
 HP0363'AND IS STAMPED HYKO 1944.  IT IS 20 FEET W OF HIGHEST ROCK
 HP0363'ON PEAK.
 HP0363'
 HP0363'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH IN
 HP0363'BEDROCK ABOUT 2 FEET HIGHER THAN THE STATION MARK.  IT IS
 HP0363'STAMPED HYKO NO 1 1944.
 HP0363'
 HP0363'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET FLUSH IN
 HP0363'BEDROCK ABOUT 1 FOOT LOWER THAN THE STATION MARK.  IT IS
 HP0363'STAMPED HYKO NO 2 1944.
 HP0363'
 HP0363'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET FLUSH IN A BOULDER
 HP0363'ABOUT 10 FEET HIGHER THAN THE GROUND.  IT IS 2-1/2 FEET E OF
 HP0363'AN 18-INCH ROCK CAIRN WHICH IS ON THE SAME ROCK AS MARK.  IT
 HP0363'IS ON THE SAME RIDGE AS STATION MARK IN A RELATIVELY FLAT
 HP0363'AREA S OF THE STATION.  STAMPED HYKO 1944.
 HP0363'
 HP0363'TO REACH FROM CALIENTE, GO W ON U.S. HIGHWAY 93 FOR 28.8 MILES
 HP0363'TO N-AND-S CROSS ROAD ABOUT 0.1 MILE E OF SUMMIT PASS.  THIS
 HP0363'ROAD IS 11.0 MILES W OF THE FIRST DELAMAR FORK AND 4.8 MILES
 HP0363'W OF THE SECOND DELAMAR JUNCTION.  TURN LEFT AND FOLLOW
 HP0363'MAIN-TRAVELED ROAD S FOR 8.0 MILES TO DIM CROSSROADS AND POINT
 HP0363'WHERE MAIN-TRAVELED ROAD TURNS SHARP RIGHT.  CONTINUE STRAIGHT
 HP0363'AHEAD ON DIM TRACKS 0.8 MILE TO FORKS.  TAKE RIGHT FORK,
 HP0363'THROUGH PASS, 0.8 MILE TO 3-FOOT ROCK CAIRN ON RIGHT.  TURN
 HP0363'SHARP RIGHT AT CAIRN AND CONTINUE UP SMALL WASH 0.1 MILE TO
 HP0363'END OF TRUCK TRAVEL.  PACK UP WASH TOWARDS THE N END OF
 HP0363'MASSIVE WHITE ROCK OUTCROP WITH VERTICAL WALLS.  GO JUST TO
 HP0363'RIGHT OF WHITE ROCK OUTCROP AND CONTINUE UP STEEP HILLSIDE,
 HP0363'KEEPING SLIGHTLY TO LEFT OF A SMALL BOULDER-STREWN WASH, AND
 HP0363'GO TO MAIN SUMMIT, THROUGH A GAP IN ROCKS ABOUT 150 YARDS
 HP0363'SE OF HIGHEST RED ROCKY PINNACLE, THENCE RIGHT ALONG
 HP0363'MAIN RIDGE APPROXIMATELY 150 YARDS TO TOP OF HIGH ROCKY
 HP0363'OUTCROP AND STATION.
 HP0363'
 HP0363'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0643 ***********************************************************************
 LR0643  DESIGNATION -  I 001 3 2 11
 LR0643  PID         -  LR0643
 LR0643  STATE/COUNTY-  NV/HUMBOLDT
 LR0643  USGS QUAD   -  ROSE CREEK (1982)
 LR0643
 LR0643                         *CURRENT SURVEY CONTROL
 LR0643  ___________________________________________________________________
 LR0643* NAD 83(1986)-  40 53 34.     (N)    117 53 49.     (W)     SCALED    
 LR0643* NAVD 88     -      1311.323  (meters)    4302.23   (feet)  ADJUSTED  
 LR0643  ___________________________________________________________________
 LR0643  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 LR0643  DYNAMIC HT  -        1310.348 (meters)    4299.03  (feet)  COMP
 LR0643  MODELED GRAV-     979,835.1   (mgal)                       NAVD 88
 LR0643
 LR0643  VERT ORDER  -  FIRST     CLASS II
 LR0643
 LR0643.The horizontal coordinates were scaled from a topographic map and have
 LR0643.an estimated accuracy of +/- 6 seconds.
 LR0643
 LR0643.The orthometric height was determined by differential leveling
 LR0643.and adjusted by the National Geodetic Survey in June 1991..
 LR0643
 LR0643.The geoid height was determined by GEOID03.
 LR0643
 LR0643.The dynamic height is computed by dividing the NAVD 88
 LR0643.geopotential number by the normal gravity value computed on the
 LR0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0643.degrees latitude (g = 980.6199 gals.).
 LR0643
 LR0643.The modeled gravity was interpolated from observed gravity values.
 LR0643
 LR0643;                    North         East    Units  Estimated Accuracy
 LR0643;SPC NV W     - 4,681,970.      857,840.      MT  (+/- 180 meters Scaled)
 LR0643
 LR0643                          SUPERSEDED SURVEY CONTROL
 LR0643
 LR0643  NGVD 29 (??/??/92) 1310.350  (m)         4299.04   (f) ADJ UNCH    1 2
 LR0643
 LR0643.Superseded values are not recommended for survey control.
 LR0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0643.See file dsdata.txt to determine how the superseded data were derived.
 LR0643
 LR0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF244272(NAD 83)
 LR0643_MARKER: DD = SURVEY DISK
 LR0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0643_SP_SET: CONCRETE POST
 LR0643_STAMPING: B.M. I-001-3(2) 11
 LR0643_MARK LOGO: NVDH  
 LR0643_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0643+STABILITY: SURFACE MOTION
 LR0643
 LR0643  HISTORY     - Date     Condition        Report By
 LR0643  HISTORY     - UNK      MONUMENTED       NVDH
 LR0643  HISTORY     - 1957     GOOD             NGS
 LR0643  HISTORY     - 1986     GOOD             NGS
 LR0643
 LR0643                          STATION DESCRIPTION
 LR0643
 LR0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0643'10.15 MI SW FROM WINNEMUCCA.
 LR0643'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0643'WINNEMUCCA, THENCE 9.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 0.35
 LR0643'MILE NORTHEAST OF ROSE CREEK OVER PASS, 132.0 FEET SOUTHEAST OF CENTER
 LR0643'LINE OF HIGHWAY, 4.0 FEET NORTHWEST OF WITNESS POST, SET IN A ROUND
 LR0643'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND SURFACE.
 LR0643
 LR0643                          STATION RECOVERY (1986)
 LR0643
 LR0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0643'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0643'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0643'THENCE 5.8 KM (3.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 9.8
 LR0643'KM (6.1 MI) SOUTHWEST ALONG THE FRONTAGE ROAD, 40.5 METERS (133 FT)
 LR0643'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 11.4 METERS (37.5 FT)
 LR0643'SOUTHEAST OF A FENCE.
 LR0643'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LR0643'THE MARK IS 0.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0644 ***********************************************************************
 LR0644  DESIGNATION -  I 001 3 2 12
 LR0644  PID         -  LR0644
 LR0644  STATE/COUNTY-  NV/HUMBOLDT
 LR0644  USGS QUAD   -  ROSE CREEK (1982)
 LR0644
 LR0644                         *CURRENT SURVEY CONTROL
 LR0644  ___________________________________________________________________
 LR0644* NAD 83(1986)-  40 53 44.     (N)    117 53 18.     (W)     SCALED    
 LR0644* NAVD 88     -      1317.857  (meters)    4323.67   (feet)  POSTED    
 LR0644  ___________________________________________________________________
 LR0644  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 LR0644  DYNAMIC HT  -        1316.880 (meters)    4320.46  (feet)  COMP
 LR0644  MODELED GRAV-     979,835.1   (mgal)                       NAVD 88
 LR0644
 LR0644  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 LR0644
 LR0644.The horizontal coordinates were scaled from a topographic map and have
 LR0644.an estimated accuracy of +/- 6 seconds.
 LR0644
 LR0644.The orthometric height was determined by differential leveling
 LR0644.and adjusted by the National Geodetic Survey in 1992..
 LR0644.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 LR0644.rate of 4.1 thru 8.0 mm/km.
 LR0644
 LR0644.The geoid height was determined by GEOID03.
 LR0644
 LR0644.The dynamic height is computed by dividing the NAVD 88
 LR0644.geopotential number by the normal gravity value computed on the
 LR0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0644.degrees latitude (g = 980.6199 gals.).
 LR0644
 LR0644.The modeled gravity was interpolated from observed gravity values.
 LR0644
 LR0644;                    North         East    Units  Estimated Accuracy
 LR0644;SPC NV W     - 4,682,280.      858,560.      MT  (+/- 180 meters Scaled)
 LR0644
 LR0644                          SUPERSEDED SURVEY CONTROL
 LR0644
 LR0644  NGVD 29 (??/??/92) 1316.877  (m)         4320.45   (f) ADJ UNCH    2 0
 LR0644
 LR0644.Superseded values are not recommended for survey control.
 LR0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0644.See file dsdata.txt to determine how the superseded data were derived.
 LR0644
 LR0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF251275(NAD 83)
 LR0644_MARKER: DD = SURVEY DISK
 LR0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0644_STAMPING: B.M. I-001-3(2) 12
 LR0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0644+STABILITY: SURFACE MOTION
 LR0644
 LR0644  HISTORY     - Date     Condition        Report By
 LR0644  HISTORY     - UNK      MONUMENTED       NVDH
 LR0644  HISTORY     - 1957     GOOD             NGS
 LR0644  HISTORY     - 1986     MARK NOT FOUND   NGS
 LR0644
 LR0644                          STATION DESCRIPTION
 LR0644
 LR0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0644'9.65 MI SW FROM WINNEMUCCA.
 LR0644'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0644'WINNEMUCCA, THENCE 9.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 163.0
 LR0644'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4.6 FEET NORTHWEST
 LR0644'OF WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES
 LR0644'ABOVE GROUND SURFACE, AND ABOUT 25 FEET ABOVE THE HIGHWAY.
 LR0644
 LR0644                          STATION RECOVERY (1986)
 LR0644
 LR0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0644'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0645 ***********************************************************************
 LR0645  DESIGNATION -  I 001 3 2 13
 LR0645  PID         -  LR0645
 LR0645  STATE/COUNTY-  NV/HUMBOLDT
 LR0645  USGS QUAD   -  ROSE CREEK (1982)
 LR0645
 LR0645                         *CURRENT SURVEY CONTROL
 LR0645  ___________________________________________________________________
 LR0645* NAD 83(1986)-  40 53 54.     (N)    117 52 49.     (W)     SCALED    
 LR0645* NAVD 88     -      1308.789  (meters)    4293.92   (feet)  ADJUSTED  
 LR0645  ___________________________________________________________________
 LR0645  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 LR0645  DYNAMIC HT  -        1307.811 (meters)    4290.71  (feet)  COMP
 LR0645  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 LR0645
 LR0645  VERT ORDER  -  FIRST     CLASS II
 LR0645
 LR0645.The horizontal coordinates were scaled from a topographic map and have
 LR0645.an estimated accuracy of +/- 6 seconds.
 LR0645
 LR0645.The orthometric height was determined by differential leveling
 LR0645.and adjusted by the National Geodetic Survey in June 1991..
 LR0645
 LR0645.The geoid height was determined by GEOID03.
 LR0645
 LR0645.The dynamic height is computed by dividing the NAVD 88
 LR0645.geopotential number by the normal gravity value computed on the
 LR0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0645.degrees latitude (g = 980.6199 gals.).
 LR0645
 LR0645.The modeled gravity was interpolated from observed gravity values.
 LR0645
 LR0645;                    North         East    Units  Estimated Accuracy
 LR0645;SPC NV W     - 4,682,590.      859,240.      MT  (+/- 180 meters Scaled)
 LR0645
 LR0645                          SUPERSEDED SURVEY CONTROL
 LR0645
 LR0645  NGVD 29 (??/??/92) 1307.798  (m)         4290.67   (f) ADJ UNCH    1 2
 LR0645
 LR0645.Superseded values are not recommended for survey control.
 LR0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0645.See file dsdata.txt to determine how the superseded data were derived.
 LR0645
 LR0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF258278(NAD 83)
 LR0645_MARKER: DD = SURVEY DISK
 LR0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0645_SP_SET: CONCRETE POST
 LR0645_STAMPING: B.M. I-001-3 (2) 13
 LR0645_MARK LOGO: NVDH  
 LR0645_PROJECTION: FLUSH
 LR0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0645+STABILITY: SURFACE MOTION
 LR0645
 LR0645  HISTORY     - Date     Condition        Report By
 LR0645  HISTORY     - UNK      MONUMENTED       NVDH
 LR0645  HISTORY     - 1957     GOOD             NGS
 LR0645  HISTORY     - 1986     GOOD             NGS
 LR0645
 LR0645                          STATION DESCRIPTION
 LR0645
 LR0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0645'9.15 MI SW FROM WINNEMUCCA.
 LR0645'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0645'WINNEMUCCA, THENCE 8.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 119.0
 LR0645'FEET SOUTHEAST OF CENTER LINE OF THE HIGHWAY, 4.0 FEET NORTHWEST OF
 LR0645'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LR0645'GROUND SURFACE.
 LR0645
 LR0645                          STATION RECOVERY (1986)
 LR0645
 LR0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0645'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0645'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0645'THENCE 5.8 KM (3.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 8.2
 LR0645'KM (5.1 MI) SOUTHWEST ALONG THE FRONTAGE ROAD, 36.0 METERS (118 FT)
 LR0645'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 5.5 METERS (18.0 FT)
 LR0645'SOUTHEAST OF A FENCE.
 LR0645'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LR0645'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0646 ***********************************************************************
 LR0646  DESIGNATION -  I 001 3 2 14
 LR0646  PID         -  LR0646
 LR0646  STATE/COUNTY-  NV/HUMBOLDT
 LR0646  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0646
 LR0646                         *CURRENT SURVEY CONTROL
 LR0646  ___________________________________________________________________
 LR0646* NAD 83(1986)-  40 54 03.     (N)    117 52 15.     (W)     SCALED    
 LR0646* NAVD 88     -      1309.151  (meters)    4295.11   (feet)  ADJUSTED  
 LR0646  ___________________________________________________________________
 LR0646  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 LR0646  DYNAMIC HT  -        1308.167 (meters)    4291.88  (feet)  COMP
 LR0646  MODELED GRAV-     979,827.4   (mgal)                       NAVD 88
 LR0646
 LR0646  VERT ORDER  -  SECOND    CLASS 0
 LR0646
 LR0646.The horizontal coordinates were scaled from a topographic map and have
 LR0646.an estimated accuracy of +/- 6 seconds.
 LR0646
 LR0646.The orthometric height was determined by differential leveling
 LR0646.and adjusted by the National Geodetic Survey in June 1991..
 LR0646
 LR0646.The geoid height was determined by GEOID03.
 LR0646
 LR0646.The dynamic height is computed by dividing the NAVD 88
 LR0646.geopotential number by the normal gravity value computed on the
 LR0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0646.degrees latitude (g = 980.6199 gals.).
 LR0646
 LR0646.The modeled gravity was interpolated from observed gravity values.
 LR0646
 LR0646;                    North         East    Units  Estimated Accuracy
 LR0646;SPC NV W     - 4,682,880.      860,030.      MT  (+/- 180 meters Scaled)
 LR0646
 LR0646                          SUPERSEDED SURVEY CONTROL
 LR0646
 LR0646  NGVD 29 (??/??/92) 1308.151  (m)         4291.83   (f) ADJ UNCH    2 0
 LR0646
 LR0646.Superseded values are not recommended for survey control.
 LR0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0646.See file dsdata.txt to determine how the superseded data were derived.
 LR0646
 LR0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF266281(NAD 83)
 LR0646_MARKER: DD = SURVEY DISK
 LR0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0646_SP_SET: CONCRETE POST
 LR0646_STAMPING: B.M. I-001-3 (2) 14
 LR0646_MARK LOGO: NVDH  
 LR0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0646+STABILITY: SURFACE MOTION
 LR0646
 LR0646  HISTORY     - Date     Condition        Report By
 LR0646  HISTORY     - UNK      MONUMENTED       NVDH
 LR0646  HISTORY     - 1957     GOOD             NGS
 LR0646  HISTORY     - 1986     POOR             NGS
 LR0646
 LR0646                          STATION DESCRIPTION
 LR0646
 LR0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0646'8.65 MI SW FROM WINNEMUCCA.
 LR0646'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0646'WINNEMUCCA, THENCE 8.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 246.0
 LR0646'FEET SOUTHEAST OF CENTER LINE OF THE HIGHWAY, 3.8 FEET NORTHWEST OF
 LR0646'WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LR0646'SURFACE.
 LR0646
 LR0646                          STATION RECOVERY (1986)
 LR0646
 LR0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0646'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0646'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0646'THENCE 5.8 KM (3.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 7.4
 LR0646'KM (4.6 MI) SOUTHWEST ALONG THE FRONTAGE ROAD, 75.0 METERS (246 FT)
 LR0646'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 54.3 METERS (178 FT) WEST OF
 LR0646'THE CENTER OF A PRIVATE DRIVEWAY. THE MARK WAS PROJECTING 2.5 FT AND
 LR0646'FELL OVER WHEN KICKED.  NOTE--NOT LEVELED DURING THIS SURVEY.
 LR0646'THE MARK IS 1.2 METERS  NW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0647 ***********************************************************************
 LR0647  DESIGNATION -  I 001 3 2 15
 LR0647  PID         -  LR0647
 LR0647  STATE/COUNTY-  NV/HUMBOLDT
 LR0647  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0647
 LR0647                         *CURRENT SURVEY CONTROL
 LR0647  ___________________________________________________________________
 LR0647* NAD 83(1986)-  40 54 14.     (N)    117 51 47.     (W)     SCALED    
 LR0647* NAVD 88     -      1308.942  (meters)    4294.42   (feet)  ADJUSTED  
 LR0647  ___________________________________________________________________
 LR0647  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 LR0647  DYNAMIC HT  -        1307.962 (meters)    4291.21  (feet)  COMP
 LR0647  MODELED GRAV-     979,830.2   (mgal)                       NAVD 88
 LR0647
 LR0647  VERT ORDER  -  SECOND    CLASS 0
 LR0647
 LR0647.The horizontal coordinates were scaled from a topographic map and have
 LR0647.an estimated accuracy of +/- 6 seconds.
 LR0647
 LR0647.The orthometric height was determined by differential leveling
 LR0647.and adjusted by the National Geodetic Survey in June 1991..
 LR0647
 LR0647.The geoid height was determined by GEOID03.
 LR0647
 LR0647.The dynamic height is computed by dividing the NAVD 88
 LR0647.geopotential number by the normal gravity value computed on the
 LR0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0647.degrees latitude (g = 980.6199 gals.).
 LR0647
 LR0647.The modeled gravity was interpolated from observed gravity values.
 LR0647
 LR0647;                    North         East    Units  Estimated Accuracy
 LR0647;SPC NV W     - 4,683,220.      860,680.      MT  (+/- 180 meters Scaled)
 LR0647
 LR0647                          SUPERSEDED SURVEY CONTROL
 LR0647
 LR0647  NGVD 29 (??/??/92) 1307.944  (m)         4291.15   (f) ADJ UNCH    2 0
 LR0647
 LR0647.Superseded values are not recommended for survey control.
 LR0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0647.See file dsdata.txt to determine how the superseded data were derived.
 LR0647
 LR0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF273284(NAD 83)
 LR0647_MARKER: DD = SURVEY DISK
 LR0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0647_SP_SET: CONCRETE POST
 LR0647_STAMPING: B.M. I-001-3(2) 15
 LR0647_MARK LOGO: NVDH  
 LR0647_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0647+STABILITY: SURFACE MOTION
 LR0647
 LR0647  HISTORY     - Date     Condition        Report By
 LR0647  HISTORY     - UNK      MONUMENTED       NVDH
 LR0647  HISTORY     - 1957     GOOD             NGS
 LR0647  HISTORY     - 1986     POOR             NGS
 LR0647
 LR0647                          STATION DESCRIPTION
 LR0647
 LR0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0647'8.15 MI SW FROM WINNEMUCCA.
 LR0647'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0647'WINNEMUCCA, THENCE 7.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 85.0
 LR0647'FEET SOUTHEAST OF CENTER LINE OF THE HIGHWAY, 4.0 FEET NORTHWEST OF
 LR0647'WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LR0647'SURFACE.
 LR0647
 LR0647                          STATION RECOVERY (1986)
 LR0647
 LR0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0647'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0647'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0647'THENCE 5.8 KM (3.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 6.6
 LR0647'KM (4.1 MI) SOUTHWEST ALONG THE FRONTAGE ROAD, 25.3 METERS (83.0 FT)
 LR0647'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 4.7 METERS (15.5 FT)
 LR0647'NORTHWEST OF A FENCE.  NOTE--THE CONCRETE POST HAS BEEN DISTURBED AND
 LR0647'IS LEANING. NOT LEVELED DURING THIS SURVEY.
 LR0647'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LR0647'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0648 ***********************************************************************
 LR0648  DESIGNATION -  I 001 3 2 16
 LR0648  PID         -  LR0648
 LR0648  STATE/COUNTY-  NV/HUMBOLDT
 LR0648  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0648
 LR0648                         *CURRENT SURVEY CONTROL
 LR0648  ___________________________________________________________________
 LR0648* NAD 83(1986)-  40 54 25.     (N)    117 51 14.     (W)     SCALED    
 LR0648* NAVD 88     -      1309.413  (meters)    4295.97   (feet)  ADJUSTED  
 LR0648  ___________________________________________________________________
 LR0648  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 LR0648  DYNAMIC HT  -        1308.437 (meters)    4292.76  (feet)  COMP
 LR0648  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 LR0648
 LR0648  VERT ORDER  -  FIRST     CLASS II
 LR0648
 LR0648.The horizontal coordinates were scaled from a topographic map and have
 LR0648.an estimated accuracy of +/- 6 seconds.
 LR0648
 LR0648.The orthometric height was determined by differential leveling
 LR0648.and adjusted by the National Geodetic Survey in June 1991..
 LR0648.WARNING-Repeat measurements at this control monument indicate possible
 LR0648.vertical movement.
 LR0648
 LR0648.The geoid height was determined by GEOID03.
 LR0648
 LR0648.The dynamic height is computed by dividing the NAVD 88
 LR0648.geopotential number by the normal gravity value computed on the
 LR0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0648.degrees latitude (g = 980.6199 gals.).
 LR0648
 LR0648.The modeled gravity was interpolated from observed gravity values.
 LR0648
 LR0648;                    North         East    Units  Estimated Accuracy
 LR0648;SPC NV W     - 4,683,570.      861,450.      MT  (+/- 180 meters Scaled)
 LR0648
 LR0648                          SUPERSEDED SURVEY CONTROL
 LR0648
 LR0648  NGVD 29 (??/??/92) 1308.407  (m)         4292.67   (f) ADJ UNCH    1 2
 LR0648
 LR0648.Superseded values are not recommended for survey control.
 LR0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0648.See file dsdata.txt to determine how the superseded data were derived.
 LR0648
 LR0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF280287(NAD 83)
 LR0648_MARKER: DD = SURVEY DISK
 LR0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0648_SP_SET: CONCRETE POST
 LR0648_STAMPING: B.M. I-001-3 (2) 16
 LR0648_MARK LOGO: NVDH  
 LR0648_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0648+STABILITY: SURFACE MOTION
 LR0648
 LR0648  HISTORY     - Date     Condition        Report By
 LR0648  HISTORY     - UNK      MONUMENTED       NVDH
 LR0648  HISTORY     - 1957     GOOD             NGS
 LR0648  HISTORY     - 1986     GOOD             NGS
 LR0648
 LR0648                          STATION DESCRIPTION
 LR0648
 LR0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0648'7.65 MI SW FROM WINNEMUCCA.
 LR0648'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0648'WINNEMUCCA, THENCE 7.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 TO TRACK
 LR0648'ROAD LEFT, 78.0 FEET SOUTHEAST OF CENTER LINE OF THE HIGHWAY, 99.0
 LR0648'FEET SOUTHWEST OF TRACK ROAD, 3.9 FEET NORTHWEST OF WITNESS POST, SET
 LR0648'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LR0648
 LR0648                          STATION RECOVERY (1986)
 LR0648
 LR0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0648'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0648'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0648'THENCE 5.8 KM (3.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 5.8
 LR0648'KM (3.6 MI) SOUTHWEST ALONG THE FRONTAGE ROAD, 23.5 METERS (77.0 FT)
 LR0648'SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 LR0648'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LR0648'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0650 ***********************************************************************
 LR0650  DESIGNATION -  I 001 3 2 17
 LR0650  PID         -  LR0650
 LR0650  STATE/COUNTY-  NV/HUMBOLDT
 LR0650  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0650
 LR0650                         *CURRENT SURVEY CONTROL
 LR0650  ___________________________________________________________________
 LR0650* NAD 83(1994)-  40 54 34.80843(N)    117 50 43.55303(W)     ADJUSTED  
 LR0650* NAVD 88     -      1310.869  (meters)    4300.74   (feet)  ADJUSTED  
 LR0650  ___________________________________________________________________
 LR0650  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 LR0650  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 LR0650  DYNAMIC HT  -        1309.885 (meters)    4297.51  (feet)  COMP
 LR0650  MODELED GRAV-     979,828.5   (mgal)                       NAVD 88
 LR0650
 LR0650  HORZ ORDER  -  THIRD
 LR0650  VERT ORDER  -  FIRST     CLASS II
 LR0650
 LR0650.The horizontal coordinates were established by classical geodetic methods
 LR0650.and adjusted by the National Geodetic Survey in June 1998..
 LR0650
 LR0650.The orthometric height was determined by differential leveling
 LR0650.and adjusted by the National Geodetic Survey in June 1991..
 LR0650
 LR0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0650
 LR0650.The geoid height was determined by GEOID03.
 LR0650
 LR0650.The dynamic height is computed by dividing the NAVD 88
 LR0650.geopotential number by the normal gravity value computed on the
 LR0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0650.degrees latitude (g = 980.6199 gals.).
 LR0650
 LR0650.The modeled gravity was interpolated from observed gravity values.
 LR0650
 LR0650;                    North         East     Units Scale Factor Converg.
 LR0650;SPC NV W     - 4,683,877.206   862,162.230   MT  0.99994754   +0 28 59.7
 LR0650;SPC NV W     -15,367,020.47  2,828,610.58   sFT  0.99994754   +0 28 59.7
 LR0650;UTM  11      - 4,529,073.555   428,800.568   MT  0.99966239   -0 33 13.2
 LR0650
 LR0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0650!SPC NV W     -   0.99979768  x   0.99994754  =   0.99974523
 LR0650!UTM  11      -   0.99979768  x   0.99966239  =   0.99946013
 LR0650
 LR0650|---------------------------------------------------------------------|
 LR0650| PID    Reference Object                     Distance      Geod. Az  |
 LR0650|                                                           dddmmss.s |
 LR0650| LR0651 I 001 3 2 17 RM 1                     7.924 METERS 07537     |
 LR0650| LR0875 WINNEMUCCA APT WEATHER DOME         APPROX. 3.8 KM 1004105.5 |
 LR0650| LR0649 I 001 3 2 17 RM 2                     9.624 METERS 15738     |
 LR0650| LR0880 TEST                                APPROX.10.0 KM 3205915.5 |
 LR0650|---------------------------------------------------------------------|
 LR0650
 LR0650                          SUPERSEDED SURVEY CONTROL
 LR0650
 LR0650  NAD 83(1986)-  40 54 34.81473(N)    117 50 43.54571(W) AD(       ) 3
 LR0650  NAD 27      -  40 54 35.16190(N)    117 50 40.06210(W) AD(       ) 3
 LR0650  NGVD 29 (??/??/92) 1309.860  (m)         4297.43   (f) ADJ UNCH    1 2
 LR0650
 LR0650.Superseded values are not recommended for survey control.
 LR0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0650.See file dsdata.txt to determine how the superseded data were derived.
 LR0650
 LR0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF2880129074(NAD 83)
 LR0650_MARKER: DD = SURVEY DISK
 LR0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0650_SP_SET: CONCRETE POST
 LR0650_STAMPING: B.M. I-001-3(2) 17
 LR0650_MARK LOGO: NVDH  
 LR0650_PROJECTION: PROJECTING 15 CENTIMETERS
 LR0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0650+STABILITY: SURFACE MOTION
 LR0650
 LR0650  HISTORY     - Date     Condition        Report By
 LR0650  HISTORY     - 1957     MONUMENTED       NVDH
 LR0650  HISTORY     - 1957     GOOD             NGS
 LR0650  HISTORY     - 1986     GOOD             NGS
 LR0650
 LR0650                          STATION DESCRIPTION
 LR0650
 LR0650'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1957 (RFL)
 LR0650'THE STATION IS 7.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 AND 95
 LR0650'FROM THE JUNCTION OF THESE HIGHWAYS IN WINNEMUCCA, OR 1.7
 LR0650'MILES SOUTHWEST ALONG THE HIGHWAY FROM THE INTERSECTION WITH
 LR0650'WINNEMUCCA AIRPORT ROAD.  ON A LOW SANDY MOUND 73-1/2 FEET
 LR0650'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 LR0650'
 LR0650'THE STATION MARK, STAMPED B.M. I-001-3 (2) 17, IS A BRASS DISK
 LR0650'OF THE NEVADA HIGHWAY DEPARTMENT AND SET IN A CONCRETE POST
 LR0650'PROJECTING ABOUT 5 INCHES.  IT IS 3-1/2 FEET NORTH OF A METAL
 LR0650'WITNESS POST.
 LR0650'
 LR0650'THE REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS
 LR0650'ABOUT FLUSH WITH THE GROUND.  STAMPED BM I 001 3 2 17 1957 NO 1,
 LR0650'AND NO 2 RESPECTIVELY.
 LR0650
 LR0650                          STATION RECOVERY (1957)
 LR0650
 LR0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LR0650'7.15 MI SW FROM WINNEMUCCA.
 LR0650'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0650'WINNEMUCCA, THENCE 6.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 73.0
 LR0650'FEET SOUTHEAST OF CENTER LINE OF THE HIGHWAY, 26.6 FEET SOUTHWEST OF
 LR0650'R.M. 1, 32.6 FEET NORTHWEST OF R.M. 2, 3.7 FEET NORTHWEST OF WITNESS
 LR0650'POST, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LR0650
 LR0650                          STATION RECOVERY (1986)
 LR0650
 LR0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0650'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0650'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0650'THENCE 5.8 KM (3.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 5.0
 LR0650'KM (3.1 MI) SOUTHWEST ALONG THE FRONTAGE ROAD (THE OLD HIGHWAY), 22.3
 LR0650'METERS (73.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 9.4 METERS
 LR0650'(31.0 FT) NORTHWEST OF RM 2.
 LR0650'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LR0650'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0651 ***********************************************************************
 LR0651  DESIGNATION -  I 001 3 2 17 RM 1
 LR0651  PID         -  LR0651
 LR0651  STATE/COUNTY-  NV/HUMBOLDT
 LR0651  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0651
 LR0651                         *CURRENT SURVEY CONTROL
 LR0651  ___________________________________________________________________
 LR0651* NAD 83(1986)-  40 54 35.     (N)    117 50 42.     (W)     SCALED    
 LR0651* NAVD 88     -      1310.022  (meters)    4297.96   (feet)  POSTED    
 LR0651  ___________________________________________________________________
 LR0651  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 LR0651  DYNAMIC HT  -        1309.040 (meters)    4294.74  (feet)  COMP
 LR0651  MODELED GRAV-     979,827.6   (mgal)                       NAVD 88
 LR0651
 LR0651  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 LR0651
 LR0651.The horizontal coordinates were scaled from a topographic map and have
 LR0651.an estimated accuracy of +/- 6 seconds.
 LR0651
 LR0651.The orthometric height was determined by differential leveling
 LR0651.and adjusted by the National Geodetic Survey in 1992..
 LR0651.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 LR0651.rate greater than 8.0 mm/km.
 LR0651
 LR0651.The geoid height was determined by GEOID03.
 LR0651
 LR0651.The dynamic height is computed by dividing the NAVD 88
 LR0651.geopotential number by the normal gravity value computed on the
 LR0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0651.degrees latitude (g = 980.6199 gals.).
 LR0651
 LR0651.The modeled gravity was interpolated from observed gravity values.
 LR0651
 LR0651;                    North         East    Units  Estimated Accuracy
 LR0651;SPC NV W     - 4,683,880.      862,200.      MT  (+/- 180 meters Scaled)
 LR0651
 LR0651                          SUPERSEDED SURVEY CONTROL
 LR0651
 LR0651  NGVD 29 (??/??/92) 1309.011  (m)         4294.65   (f) ADJ UNCH    2 0
 LR0651
 LR0651.Superseded values are not recommended for survey control.
 LR0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0651.See file dsdata.txt to determine how the superseded data were derived.
 LR0651
 LR0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF288290(NAD 83)
 LR0651_MARKER: DR = REFERENCE MARK DISK
 LR0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0651_STAMPING: BM I 001 32 17 NO 1 1957
 LR0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0651+STABILITY: SURFACE MOTION
 LR0651
 LR0651  HISTORY     - Date     Condition        Report By
 LR0651  HISTORY     - 1957     MONUMENTED       CGS
 LR0651
 LR0651                          STATION DESCRIPTION
 LR0651
 LR0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LR0651'7.15 MI SW FROM WINNEMUCCA.
 LR0651'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0651'WINNEMUCCA, THENCE 6.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 77.0
 LR0651'FEET SOUTHEAST OF CENTER LINE OF THE HIGHWAY, 26.6 FEET NORTHEAST OF
 LR0651'STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 LR0651'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0649 ***********************************************************************
 LR0649  DESIGNATION -  I 001 3 2 17 RM 2
 LR0649  PID         -  LR0649
 LR0649  STATE/COUNTY-  NV/HUMBOLDT
 LR0649  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0649
 LR0649                         *CURRENT SURVEY CONTROL
 LR0649  ___________________________________________________________________
 LR0649* NAD 83(1986)-  40 54 34.     (N)    117 50 42.     (W)     SCALED    
 LR0649* NAVD 88     -      1311.049  (meters)    4301.33   (feet)  ADJUSTED  
 LR0649  ___________________________________________________________________
 LR0649  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 LR0649  DYNAMIC HT  -        1310.065 (meters)    4298.10  (feet)  COMP
 LR0649  MODELED GRAV-     979,827.7   (mgal)                       NAVD 88
 LR0649
 LR0649  VERT ORDER  -  SECOND    CLASS 0
 LR0649
 LR0649.The horizontal coordinates were scaled from a topographic map and have
 LR0649.an estimated accuracy of +/- 6 seconds.
 LR0649
 LR0649.The orthometric height was determined by differential leveling
 LR0649.and adjusted by the National Geodetic Survey in June 1991..
 LR0649
 LR0649.The geoid height was determined by GEOID03.
 LR0649
 LR0649.The dynamic height is computed by dividing the NAVD 88
 LR0649.geopotential number by the normal gravity value computed on the
 LR0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0649.degrees latitude (g = 980.6199 gals.).
 LR0649
 LR0649.The modeled gravity was interpolated from observed gravity values.
 LR0649
 LR0649;                    North         East    Units  Estimated Accuracy
 LR0649;SPC NV W     - 4,683,850.      862,200.      MT  (+/- 180 meters Scaled)
 LR0649
 LR0649                          SUPERSEDED SURVEY CONTROL
 LR0649
 LR0649  NGVD 29 (??/??/92) 1310.040  (m)         4298.02   (f) ADJ UNCH    2 0
 LR0649
 LR0649.Superseded values are not recommended for survey control.
 LR0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0649.See file dsdata.txt to determine how the superseded data were derived.
 LR0649
 LR0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF288290(NAD 83)
 LR0649_MARKER: DR = REFERENCE MARK DISK
 LR0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0649_STAMPING: I 001 3 2 17 NO 2 1957 BM
 LR0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0649+STABILITY: SURFACE MOTION
 LR0649
 LR0649  HISTORY     - Date     Condition        Report By
 LR0649  HISTORY     - 1957     MONUMENTED       CGS
 LR0649
 LR0649                          STATION DESCRIPTION
 LR0649
 LR0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LR0649'7.15 MI SW FROM WINNEMUCCA.
 LR0649'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0649'WINNEMUCCA, THENCE 6.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 105.6
 LR0649'FEET SOUTHEAST OF CENTER LINE OF THE HIGHWAY, 32.6 FEET SOUTHEAST OF
 LR0649'THE STATION MARK, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LR0649'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0652 ***********************************************************************
 LR0652  DESIGNATION -  I 001 3 2 18
 LR0652  PID         -  LR0652
 LR0652  STATE/COUNTY-  NV/HUMBOLDT
 LR0652  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0652
 LR0652                         *CURRENT SURVEY CONTROL
 LR0652  ___________________________________________________________________
 LR0652* NAD 83(1986)-  40 54 43.     (N)    117 50 10.     (W)     SCALED    
 LR0652* NAVD 88     -      1310.400  (meters)    4299.20   (feet)  ADJUSTED  
 LR0652  ___________________________________________________________________
 LR0652  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 LR0652  DYNAMIC HT  -        1309.406 (meters)    4295.94  (feet)  COMP
 LR0652  MODELED GRAV-     979,820.1   (mgal)                       NAVD 88
 LR0652
 LR0652  VERT ORDER  -  FIRST     CLASS II
 LR0652
 LR0652.The horizontal coordinates were scaled from a topographic map and have
 LR0652.an estimated accuracy of +/- 6 seconds.
 LR0652
 LR0652.The orthometric height was determined by differential leveling
 LR0652.and adjusted by the National Geodetic Survey in June 1991..
 LR0652
 LR0652.The geoid height was determined by GEOID03.
 LR0652
 LR0652.The dynamic height is computed by dividing the NAVD 88
 LR0652.geopotential number by the normal gravity value computed on the
 LR0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0652.degrees latitude (g = 980.6199 gals.).
 LR0652
 LR0652.The modeled gravity was interpolated from observed gravity values.
 LR0652
 LR0652;                    North         East    Units  Estimated Accuracy
 LR0652;SPC NV W     - 4,684,140.      862,950.      MT  (+/- 180 meters Scaled)
 LR0652
 LR0652                          SUPERSEDED SURVEY CONTROL
 LR0652
 LR0652  NGVD 29 (??/??/92) 1309.370  (m)         4295.82   (f) ADJ UNCH    1 2
 LR0652
 LR0652.Superseded values are not recommended for survey control.
 LR0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0652.See file dsdata.txt to determine how the superseded data were derived.
 LR0652
 LR0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF295293(NAD 83)
 LR0652_MARKER: DD = SURVEY DISK
 LR0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0652_SP_SET: CONCRETE POST
 LR0652_STAMPING: B.M. I-001-3(2) 18
 LR0652_MARK LOGO: NVDH  
 LR0652_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0652+STABILITY: SURFACE MOTION
 LR0652
 LR0652  HISTORY     - Date     Condition        Report By
 LR0652  HISTORY     - UNK      MONUMENTED       NVDH
 LR0652  HISTORY     - 1957     GOOD             NGS
 LR0652  HISTORY     - 1986     GOOD             NGS
 LR0652
 LR0652                          STATION DESCRIPTION
 LR0652
 LR0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0652'6.65 MI SW FROM WINNEMUCCA.
 LR0652'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0652'WINNEMUCCA, THENCE 6.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 221.0
 LR0652'FEET SOUTHEAST OF CENTER LINE OF THE HIGHWAY, 4.6 FEET NORTHWEST OF
 LR0652'WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LR0652'SURFACE.
 LR0652
 LR0652                          STATION RECOVERY (1986)
 LR0652
 LR0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0652'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0652'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0652'THENCE 5.8 KM (3.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 4.2
 LR0652'KM (2.6 MI) SOUTHWEST ALONG THE FRONTAGE ROAD, 66.8 METERS (219 FT)
 LR0652'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 48.5 METERS (159 FT)
 LR0652'SOUTHEAST OF POWER POLE 3903.
 LR0652'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LR0652'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0653 ***********************************************************************
 LR0653  DESIGNATION -  I 001 3 2 19
 LR0653  PID         -  LR0653
 LR0653  STATE/COUNTY-  NV/HUMBOLDT
 LR0653  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0653
 LR0653                         *CURRENT SURVEY CONTROL
 LR0653  ___________________________________________________________________
 LR0653* NAD 83(1986)-  40 54 56.     (N)    117 49 39.     (W)     SCALED    
 LR0653* NAVD 88     -      1312.966  (meters)    4307.62   (feet)  ADJUSTED  
 LR0653  ___________________________________________________________________
 LR0653  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 LR0653  DYNAMIC HT  -        1311.964 (meters)    4304.34  (feet)  COMP
 LR0653  MODELED GRAV-     979,816.3   (mgal)                       NAVD 88
 LR0653
 LR0653  VERT ORDER  -  FIRST     CLASS II
 LR0653
 LR0653.The horizontal coordinates were scaled from a topographic map and have
 LR0653.an estimated accuracy of +/- 6 seconds.
 LR0653
 LR0653.The orthometric height was determined by differential leveling
 LR0653.and adjusted by the National Geodetic Survey in June 1991..
 LR0653
 LR0653.The geoid height was determined by GEOID03.
 LR0653
 LR0653.The dynamic height is computed by dividing the NAVD 88
 LR0653.geopotential number by the normal gravity value computed on the
 LR0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0653.degrees latitude (g = 980.6199 gals.).
 LR0653
 LR0653.The modeled gravity was interpolated from observed gravity values.
 LR0653
 LR0653;                    North         East    Units  Estimated Accuracy
 LR0653;SPC NV W     - 4,684,540.      863,670.      MT  (+/- 180 meters Scaled)
 LR0653
 LR0653                          SUPERSEDED SURVEY CONTROL
 LR0653
 LR0653  NGVD 29 (??/??/92) 1311.931  (m)         4304.23   (f) ADJ UNCH    1 2
 LR0653
 LR0653.Superseded values are not recommended for survey control.
 LR0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0653.See file dsdata.txt to determine how the superseded data were derived.
 LR0653
 LR0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF303297(NAD 83)
 LR0653_MARKER: DD = SURVEY DISK
 LR0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0653_SP_SET: CONCRETE POST
 LR0653_STAMPING: B.M. I-001-3(2) 19
 LR0653_MARK LOGO: NVDH  
 LR0653_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0653+STABILITY: SURFACE MOTION
 LR0653
 LR0653  HISTORY     - Date     Condition        Report By
 LR0653  HISTORY     - UNK      MONUMENTED       NVDH
 LR0653  HISTORY     - 1957     GOOD             NGS
 LR0653  HISTORY     - 1986     GOOD             NGS
 LR0653
 LR0653                          STATION DESCRIPTION
 LR0653
 LR0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0653'6.15 MI SW FROM WINNEMUCCA.
 LR0653'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0653'WINNEMUCCA, THENCE 5.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 197.0
 LR0653'FEET NORTHEAST OF POWER LINE POLE, 63.0 FEET SOUTHEAST OF CENTER LINE
 LR0653'OF THE HIGHWAY, 3.6 FEET NORTHWEST OF WITNESS POST, SET IN A ROUND
 LR0653'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LR0653
 LR0653                          STATION RECOVERY (1986)
 LR0653
 LR0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0653'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0653'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0653'THENCE 5.8 KM (3.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 3.4
 LR0653'KM (2.1 MI) SOUTHWEST ALONG THE FRONTAGE ROAD, ON TOP OF A SMALL SAND
 LR0653'HILL, 18.6 METERS (61.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 LR0653'31.4 METERS (103 FT) NORTHEAST OF THE NORTH CORNER OF A FENCE AROUND A
 LR0653'BARN.
 LR0653'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LR0653'THE MARK IS 1.8 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0654 ***********************************************************************
 LR0654  DESIGNATION -  I 001 3 2 20
 LR0654  PID         -  LR0654
 LR0654  STATE/COUNTY-  NV/HUMBOLDT
 LR0654  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0654
 LR0654                         *CURRENT SURVEY CONTROL
 LR0654  ___________________________________________________________________
 LR0654* NAD 83(1986)-  40 55 11.     (N)    117 49 09.     (W)     SCALED    
 LR0654* NAVD 88     -      1311.315  (meters)    4302.21   (feet)  ADJUSTED  
 LR0654  ___________________________________________________________________
 LR0654  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 LR0654  DYNAMIC HT  -        1310.314 (meters)    4298.92  (feet)  COMP
 LR0654  MODELED GRAV-     979,815.6   (mgal)                       NAVD 88
 LR0654
 LR0654  VERT ORDER  -  FIRST     CLASS II
 LR0654
 LR0654.The horizontal coordinates were scaled from a topographic map and have
 LR0654.an estimated accuracy of +/- 6 seconds.
 LR0654
 LR0654.The orthometric height was determined by differential leveling
 LR0654.and adjusted by the National Geodetic Survey in June 1991..
 LR0654
 LR0654.The geoid height was determined by GEOID03.
 LR0654
 LR0654.The dynamic height is computed by dividing the NAVD 88
 LR0654.geopotential number by the normal gravity value computed on the
 LR0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0654.degrees latitude (g = 980.6199 gals.).
 LR0654
 LR0654.The modeled gravity was interpolated from observed gravity values.
 LR0654
 LR0654;                    North         East    Units  Estimated Accuracy
 LR0654;SPC NV W     - 4,685,010.      864,370.      MT  (+/- 180 meters Scaled)
 LR0654
 LR0654                          SUPERSEDED SURVEY CONTROL
 LR0654
 LR0654  NGVD 29 (??/??/92) 1310.275  (m)         4298.79   (f) ADJ UNCH    1 2
 LR0654
 LR0654.Superseded values are not recommended for survey control.
 LR0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0654.See file dsdata.txt to determine how the superseded data were derived.
 LR0654
 LR0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF310301(NAD 83)
 LR0654_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LR0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0654_SP_SET: CONCRETE POST
 LR0654_STAMPING: B.M. I-001-3(2) 20
 LR0654_MARK LOGO: NVDH  
 LR0654_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0654+STABILITY: SURFACE MOTION
 LR0654
 LR0654  HISTORY     - Date     Condition        Report By
 LR0654  HISTORY     - UNK      MONUMENTED       NVDH
 LR0654  HISTORY     - 1957     GOOD             NGS
 LR0654  HISTORY     - 1986     GOOD             NGS
 LR0654
 LR0654                          STATION DESCRIPTION
 LR0654
 LR0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0654'5.65 MI SW FROM WINNEMUCCA.
 LR0654'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0654'WINNEMUCCA, THENCE 5.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 66.0
 LR0654'FEET SOUTHEAST OF CENTER LINE OF THE HIGHWAY, 75.0 FEET SOUTHWEST OF
 LR0654'POWER LINE POLE, 4.8 FEET NORTHWEST OF WITNESS POST, SET IN A ROUND
 LR0654'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LR0654
 LR0654                          STATION RECOVERY (1986)
 LR0654
 LR0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0654'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0654'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0654'THENCE 5.8 KM (3.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 2.5
 LR0654'KM (1.6 MI) SOUTHWEST ALONG THE FRONTAGE ROAD, 0.31 KM (0.19 MI)
 LR0654'SOUTHWEST OF THE JUNCTION OF AIRPORT ROAD, 20.1 METERS (66.0 FT)
 LR0654'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 22.6 METERS (74.0 FT)
 LR0654'SOUTHWEST OF A POWER POLE.
 LR0654'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LR0654'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0655 ***********************************************************************
 LR0655  DESIGNATION -  I 001 3 2 21
 LR0655  PID         -  LR0655
 LR0655  STATE/COUNTY-  NV/HUMBOLDT
 LR0655  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0655
 LR0655                         *CURRENT SURVEY CONTROL
 LR0655  ___________________________________________________________________
 LR0655* NAD 83(1986)-  40 55 25.     (N)    117 48 41.     (W)     SCALED    
 LR0655* NAVD 88     -      1314.439  (meters)    4312.46   (feet)  ADJUSTED  
 LR0655  ___________________________________________________________________
 LR0655  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 LR0655  DYNAMIC HT  -        1313.436 (meters)    4309.16  (feet)  COMP
 LR0655  MODELED GRAV-     979,816.0   (mgal)                       NAVD 88
 LR0655
 LR0655  VERT ORDER  -  SECOND    CLASS 0
 LR0655
 LR0655.The horizontal coordinates were scaled from a topographic map and have
 LR0655.an estimated accuracy of +/- 6 seconds.
 LR0655
 LR0655.The orthometric height was determined by differential leveling
 LR0655.and adjusted by the National Geodetic Survey in June 1991..
 LR0655
 LR0655.The geoid height was determined by GEOID03.
 LR0655
 LR0655.The dynamic height is computed by dividing the NAVD 88
 LR0655.geopotential number by the normal gravity value computed on the
 LR0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0655.degrees latitude (g = 980.6199 gals.).
 LR0655
 LR0655.The modeled gravity was interpolated from observed gravity values.
 LR0655
 LR0655;                    North         East    Units  Estimated Accuracy
 LR0655;SPC NV W     - 4,685,450.      865,020.      MT  (+/- 180 meters Scaled)
 LR0655
 LR0655                          SUPERSEDED SURVEY CONTROL
 LR0655
 LR0655  NGVD 29 (??/??/92) 1313.399  (m)         4309.04   (f) ADJ UNCH    2 0
 LR0655
 LR0655.Superseded values are not recommended for survey control.
 LR0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0655.See file dsdata.txt to determine how the superseded data were derived.
 LR0655
 LR0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF316305(NAD 83)
 LR0655_MARKER: DD = SURVEY DISK
 LR0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0655_STAMPING: B.M. I-001-3(2) 21
 LR0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0655+STABILITY: SURFACE MOTION
 LR0655
 LR0655  HISTORY     - Date     Condition        Report By
 LR0655  HISTORY     - UNK      MONUMENTED       NVDH
 LR0655  HISTORY     - 1957     GOOD             NGS
 LR0655  HISTORY     - 1986     MARK NOT FOUND   NGS
 LR0655
 LR0655                          STATION DESCRIPTION
 LR0655
 LR0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0655'5.2 MI SW FROM WINNEMUCCA.
 LR0655'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0655'WINNEMUCCA, THENCE 4.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 67.0
 LR0655'FEET SOUTHEAST OF CENTER LINE OF THE HIGHWAY, 44.5 FEET NORTHEAST OF
 LR0655'POWER LINE POLE, 3.4 FEET NORTHWEST OF WITNESS POST, SET IN A ROUND
 LR0655'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LR0655
 LR0655                          STATION RECOVERY (1986)
 LR0655
 LR0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0655'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0656 ***********************************************************************
 LR0656  DESIGNATION -  I 001 3 2 22
 LR0656  PID         -  LR0656
 LR0656  STATE/COUNTY-  NV/HUMBOLDT
 LR0656  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0656
 LR0656                         *CURRENT SURVEY CONTROL
 LR0656  ___________________________________________________________________
 LR0656* NAD 83(1986)-  40 55 42.     (N)    117 48 07.     (W)     SCALED    
 LR0656* NAVD 88     -      1315.693  (meters)    4316.57   (feet)  ADJUSTED  
 LR0656  ___________________________________________________________________
 LR0656  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 LR0656  DYNAMIC HT  -        1314.691 (meters)    4313.28  (feet)  COMP
 LR0656  MODELED GRAV-     979,817.4   (mgal)                       NAVD 88
 LR0656
 LR0656  VERT ORDER  -  SECOND    CLASS 0
 LR0656
 LR0656.The horizontal coordinates were scaled from a topographic map and have
 LR0656.an estimated accuracy of +/- 6 seconds.
 LR0656
 LR0656.The orthometric height was determined by differential leveling
 LR0656.and adjusted by the National Geodetic Survey in June 1991..
 LR0656
 LR0656.The geoid height was determined by GEOID03.
 LR0656
 LR0656.The dynamic height is computed by dividing the NAVD 88
 LR0656.geopotential number by the normal gravity value computed on the
 LR0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0656.degrees latitude (g = 980.6199 gals.).
 LR0656
 LR0656.The modeled gravity was interpolated from observed gravity values.
 LR0656
 LR0656;                    North         East    Units  Estimated Accuracy
 LR0656;SPC NV W     - 4,685,980.      865,810.      MT  (+/- 180 meters Scaled)
 LR0656
 LR0656                          SUPERSEDED SURVEY CONTROL
 LR0656
 LR0656  NGVD 29 (??/??/92) 1314.654  (m)         4313.16   (f) ADJ UNCH    2 0
 LR0656
 LR0656.Superseded values are not recommended for survey control.
 LR0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0656.See file dsdata.txt to determine how the superseded data were derived.
 LR0656
 LR0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF324311(NAD 83)
 LR0656_MARKER: DD = SURVEY DISK
 LR0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0656_STAMPING: B.M. I-001-3(2) 22
 LR0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0656+STABILITY: SURFACE MOTION
 LR0656
 LR0656  HISTORY     - Date     Condition        Report By
 LR0656  HISTORY     - UNK      MONUMENTED       NVDH
 LR0656  HISTORY     - 1957     GOOD             NGS
 LR0656  HISTORY     - 1986     MARK NOT FOUND   NGS
 LR0656
 LR0656                          STATION DESCRIPTION
 LR0656
 LR0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0656'4.6 MI SW FROM WINNEMUCCA.
 LR0656'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0656'WINNEMUCCA, THENCE 4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 62.0
 LR0656'FEET SOUTHEAST OF CENTER LINE OF THE HIGHWAY, 8.6 FEET NORTHWEST OF
 LR0656'POWER LINE POLE, 3.9 FEET NORTHWEST OF WITNESS POST, SET IN A ROUND
 LR0656'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LR0656
 LR0656                          STATION RECOVERY (1986)
 LR0656
 LR0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0656'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0657 ***********************************************************************
 LR0657  DESIGNATION -  I 001 3 2 23
 LR0657  PID         -  LR0657
 LR0657  STATE/COUNTY-  NV/HUMBOLDT
 LR0657  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0657
 LR0657                         *CURRENT SURVEY CONTROL
 LR0657  ___________________________________________________________________
 LR0657* NAD 83(1986)-  40 55 56.     (N)    117 47 37.     (W)     SCALED    
 LR0657* NAVD 88     -      1300.793  (meters)    4267.69   (feet)  ADJUSTED  
 LR0657  ___________________________________________________________________
 LR0657  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 LR0657  DYNAMIC HT  -        1299.803 (meters)    4264.44  (feet)  COMP
 LR0657  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 LR0657
 LR0657  VERT ORDER  -  SECOND    CLASS 0
 LR0657
 LR0657.The horizontal coordinates were scaled from a topographic map and have
 LR0657.an estimated accuracy of +/- 6 seconds.
 LR0657
 LR0657.The orthometric height was determined by differential leveling
 LR0657.and adjusted by the National Geodetic Survey in June 1991..
 LR0657
 LR0657.The geoid height was determined by GEOID03.
 LR0657
 LR0657.The dynamic height is computed by dividing the NAVD 88
 LR0657.geopotential number by the normal gravity value computed on the
 LR0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0657.degrees latitude (g = 980.6199 gals.).
 LR0657
 LR0657.The modeled gravity was interpolated from observed gravity values.
 LR0657
 LR0657;                    North         East    Units  Estimated Accuracy
 LR0657;SPC NV W     - 4,686,420.      866,510.      MT  (+/- 180 meters Scaled)
 LR0657
 LR0657                          SUPERSEDED SURVEY CONTROL
 LR0657
 LR0657  NGVD 29 (??/??/92) 1299.752  (m)         4264.27   (f) ADJ UNCH    2 0
 LR0657
 LR0657.Superseded values are not recommended for survey control.
 LR0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0657.See file dsdata.txt to determine how the superseded data were derived.
 LR0657
 LR0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF331315(NAD 83)
 LR0657_MARKER: DD = SURVEY DISK
 LR0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0657_STAMPING: B.M. I-001-3(2) 23
 LR0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0657+STABILITY: SURFACE MOTION
 LR0657
 LR0657  HISTORY     - Date     Condition        Report By
 LR0657  HISTORY     - UNK      MONUMENTED       NVDH
 LR0657  HISTORY     - 1957     GOOD             NGS
 LR0657  HISTORY     - 1986     MARK NOT FOUND   NGS
 LR0657
 LR0657                          STATION DESCRIPTION
 LR0657
 LR0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0657'4.1 MI SW FROM WINNEMUCCA.
 LR0657'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0657'WINNEMUCCA, THENCE 3.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 TO GRAVEL
 LR0657'ROAD SOUTHEAST TO HOUSE, 98.6 FEET SOUTHWEST OF POWER LINE, 75.0 FEET
 LR0657'NORTHEAST OF GRAVEL ROAD, 53.0 FEET SOUTHEAST OF CENTER LINE OF THE
 LR0657'HIGHWAY, 3.0 FEET NORTHWEST OF WITNESS POST, SET IN A ROUND CONCRETE
 LR0657'POST FLUSH WITH THE GROUND.
 LR0657
 LR0657                          STATION RECOVERY (1986)
 LR0657
 LR0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0657'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0658 ***********************************************************************
 LR0658  DESIGNATION -  I 001 3 2 24
 LR0658  PID         -  LR0658
 LR0658  STATE/COUNTY-  NV/HUMBOLDT
 LR0658  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0658
 LR0658                         *CURRENT SURVEY CONTROL
 LR0658  ___________________________________________________________________
 LR0658* NAD 83(1986)-  40 56 11.     (N)    117 47 09.     (W)     SCALED    
 LR0658* NAVD 88     -      1301.308  (meters)    4269.37   (feet)  ADJUSTED  
 LR0658  ___________________________________________________________________
 LR0658  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 LR0658  DYNAMIC HT  -        1300.320 (meters)    4266.13  (feet)  COMP
 LR0658  MODELED GRAV-     979,820.0   (mgal)                       NAVD 88
 LR0658
 LR0658  VERT ORDER  -  SECOND    CLASS 0
 LR0658
 LR0658.The horizontal coordinates were scaled from a topographic map and have
 LR0658.an estimated accuracy of +/- 6 seconds.
 LR0658
 LR0658.The orthometric height was determined by differential leveling
 LR0658.and adjusted by the National Geodetic Survey in June 1991..
 LR0658
 LR0658.The geoid height was determined by GEOID03.
 LR0658
 LR0658.The dynamic height is computed by dividing the NAVD 88
 LR0658.geopotential number by the normal gravity value computed on the
 LR0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0658.degrees latitude (g = 980.6199 gals.).
 LR0658
 LR0658.The modeled gravity was interpolated from observed gravity values.
 LR0658
 LR0658;                    North         East    Units  Estimated Accuracy
 LR0658;SPC NV W     - 4,686,890.      867,160.      MT  (+/- 180 meters Scaled)
 LR0658
 LR0658                          SUPERSEDED SURVEY CONTROL
 LR0658
 LR0658  NGVD 29 (??/??/92) 1300.269  (m)         4265.97   (f) ADJ UNCH    2 0
 LR0658
 LR0658.Superseded values are not recommended for survey control.
 LR0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0658.See file dsdata.txt to determine how the superseded data were derived.
 LR0658
 LR0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF338319(NAD 83)
 LR0658_MARKER: DD = SURVEY DISK
 LR0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0658_STAMPING: B.M. I-001-3(2) 24
 LR0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0658+STABILITY: SURFACE MOTION
 LR0658
 LR0658  HISTORY     - Date     Condition        Report By
 LR0658  HISTORY     - UNK      MONUMENTED       NVDH
 LR0658  HISTORY     - 1957     GOOD             NGS
 LR0658  HISTORY     - 1986     MARK NOT FOUND   NGS
 LR0658
 LR0658                          STATION DESCRIPTION
 LR0658
 LR0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0658'3.6 MI SW FROM WINNEMUCCA.
 LR0658'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0658'WINNEMUCCA, THENCE 3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 TO THE
 LR0658'WEST END MOTEL, 137.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 LR0658'WEST END MOTEL OFFICE, 64.0 FEET SOUTHEAST OF CENTER LINE OF THE
 LR0658'HIGHWAY, 33.0 FEET NORTHEAST OF CENTER OF PRIVATE ROAD TO MOTEL, 4.0
 LR0658'FEET NORTHWEST OF WITNESS POST, SET IN A ROUND CONCRETE POST.
 LR0658
 LR0658                          STATION RECOVERY (1986)
 LR0658
 LR0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0658'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0662 ***********************************************************************
 LR0662  DESIGNATION -  I 001 3 2 26
 LR0662  PID         -  LR0662
 LR0662  STATE/COUNTY-  NV/HUMBOLDT
 LR0662  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0662
 LR0662                         *CURRENT SURVEY CONTROL
 LR0662  ___________________________________________________________________
 LR0662* NAD 83(1986)-  40 56 35.     (N)    117 46 09.     (W)     SCALED    
 LR0662* NAVD 88     -      1302.993  (meters)    4274.90   (feet)  ADJUSTED  
 LR0662  ___________________________________________________________________
 LR0662  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 LR0662  DYNAMIC HT  -        1302.007 (meters)    4271.67  (feet)  COMP
 LR0662  MODELED GRAV-     979,822.5   (mgal)                       NAVD 88
 LR0662
 LR0662  VERT ORDER  -  SECOND    CLASS 0
 LR0662
 LR0662.The horizontal coordinates were scaled from a topographic map and have
 LR0662.an estimated accuracy of +/- 6 seconds.
 LR0662
 LR0662.The orthometric height was determined by differential leveling
 LR0662.and adjusted by the National Geodetic Survey in June 1991..
 LR0662
 LR0662.The geoid height was determined by GEOID03.
 LR0662
 LR0662.The dynamic height is computed by dividing the NAVD 88
 LR0662.geopotential number by the normal gravity value computed on the
 LR0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0662.degrees latitude (g = 980.6199 gals.).
 LR0662
 LR0662.The modeled gravity was interpolated from observed gravity values.
 LR0662
 LR0662;                    North         East    Units  Estimated Accuracy
 LR0662;SPC NV W     - 4,687,640.      868,550.      MT  (+/- 180 meters Scaled)
 LR0662
 LR0662                          SUPERSEDED SURVEY CONTROL
 LR0662
 LR0662  NGVD 29 (??/??/92) 1301.954  (m)         4271.49   (f) ADJ UNCH    2 0
 LR0662
 LR0662.Superseded values are not recommended for survey control.
 LR0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0662.See file dsdata.txt to determine how the superseded data were derived.
 LR0662
 LR0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF352327(NAD 83)
 LR0662_MARKER: DD = SURVEY DISK
 LR0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0662_STAMPING: B.M. I-001-3(2) 26
 LR0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0662+STABILITY: SURFACE MOTION
 LR0662
 LR0662  HISTORY     - Date     Condition        Report By
 LR0662  HISTORY     - UNK      MONUMENTED       NVDH
 LR0662  HISTORY     - 1957     GOOD             NGS
 LR0662  HISTORY     - 1986     MARK NOT FOUND   NGS
 LR0662
 LR0662                          STATION DESCRIPTION
 LR0662
 LR0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0662'2.65 MI SW FROM WINNEMUCCA.
 LR0662'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0662'WINNEMUCCA, THENCE 2.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 TO
 LR0662'PRIVATE DIRT ROAD SOUTHEAST TO FARM HOUSE, 76.0 FEET NORTHEAST OF
 LR0662'POWER LINE POLE, 62.9 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 40.0
 LR0662'FEET NORTHEAST OF PRIVATE ROAD, 31.4 FEET NORTHWEST OF RIGHT-OF-WAY
 LR0662'FENCE, 3.4 FEET NORTHWEST OF WITNESS POST, SET IN A ROUND CONCRETE
 LR0662'POST FLUSH WITH THE GROUND SURFACE.
 LR0662
 LR0662                          STATION RECOVERY (1986)
 LR0662
 LR0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0662'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0664 ***********************************************************************
 LR0664  DESIGNATION -  I 001 3 2 27
 LR0664  PID         -  LR0664
 LR0664  STATE/COUNTY-  NV/HUMBOLDT
 LR0664  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0664
 LR0664                         *CURRENT SURVEY CONTROL
 LR0664  ___________________________________________________________________
 LR0664* NAD 83(1994)-  40 56 51.00213(N)    117 45 43.94406(W)     ADJUSTED  
 LR0664* NAVD 88     -      1319.094  (meters)    4327.73   (feet)  ADJUSTED  
 LR0664  ___________________________________________________________________
 LR0664  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 LR0664  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 LR0664  DYNAMIC HT  -        1318.101 (meters)    4324.47  (feet)  COMP
 LR0664  MODELED GRAV-     979,825.4   (mgal)                       NAVD 88
 LR0664
 LR0664  HORZ ORDER  -  SECOND
 LR0664  VERT ORDER  -  SECOND    CLASS 0
 LR0664
 LR0664.The horizontal coordinates were established by classical geodetic methods
 LR0664.and adjusted by the National Geodetic Survey in June 1998..
 LR0664
 LR0664.The orthometric height was determined by differential leveling
 LR0664.and adjusted by the National Geodetic Survey in June 1991..
 LR0664
 LR0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0664
 LR0664.The geoid height was determined by GEOID03.
 LR0664
 LR0664.The dynamic height is computed by dividing the NAVD 88
 LR0664.geopotential number by the normal gravity value computed on the
 LR0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0664.degrees latitude (g = 980.6199 gals.).
 LR0664
 LR0664.The modeled gravity was interpolated from observed gravity values.
 LR0664
 LR0664;                    North         East     Units Scale Factor Converg.
 LR0664;SPC NV W     - 4,688,140.610   869,133.856   MT  0.99995881   +0 32 17.4
 LR0664;SPC NV W     -15,381,007.98  2,851,483.33   sFT  0.99995881   +0 32 17.4
 LR0664;UTM  11      - 4,533,208.823   435,846.143   MT  0.99965065   -0 29 58.4
 LR0664
 LR0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0664!SPC NV W     -   0.99979636  x   0.99995881  =   0.99975518
 LR0664!UTM  11      -   0.99979636  x   0.99965065  =   0.99944708
 LR0664
 LR0664|---------------------------------------------------------------------|
 LR0664| PID    Reference Object                     Distance      Geod. Az  |
 LR0664|                                                           dddmmss.s |
 LR0664| LR0665 I 001 3 2 27 RM 1                     9.855 METERS 11320     |
 LR0664| LR0877 AIRWAY BCN 32=WINNEMUCCA APT        APPROX. 5.8 KM 2143934.0 |
 LR0664| LR0663 I 001 3 2 27 RM 2                    10.290 METERS 22100     |
 LR0664|---------------------------------------------------------------------|
 LR0664
 LR0664                          SUPERSEDED SURVEY CONTROL
 LR0664
 LR0664  NAD 83(1986)-  40 56 51.00765(N)    117 45 43.93817(W) AD(       ) 2
 LR0664  NAD 27      -  40 56 51.35730(N)    117 45 40.46680(W) AD(       ) 2
 LR0664  NGVD 29 (??/??/92) 1318.062  (m)         4324.34   (f) ADJ UNCH    2 0
 LR0664
 LR0664.Superseded values are not recommended for survey control.
 LR0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0664.See file dsdata.txt to determine how the superseded data were derived.
 LR0664
 LR0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF3584633209(NAD 83)
 LR0664_MARKER: DD = SURVEY DISK
 LR0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0664_SP_SET: CONCRETE POST
 LR0664_STAMPING: B.M. I-001-3(2) 27
 LR0664_MARK LOGO: NVDH  
 LR0664_PROJECTION: FLUSH
 LR0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0664+STABILITY: SURFACE MOTION
 LR0664
 LR0664  HISTORY     - Date     Condition        Report By
 LR0664  HISTORY     - 1957     MONUMENTED       NVDH
 LR0664  HISTORY     - 1957     GOOD             NGS
 LR0664  HISTORY     - 1986     GOOD             NGS
 LR0664
 LR0664                          STATION DESCRIPTION
 LR0664
 LR0664'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1957 (RFL)
 LR0664'LOCATED 2-1/2 MILES SW FROM WINNEMUCCA, ON THE SUMMIT OF A HIGH
 LR0664'SAND DUNE ABOUT 1/4 MILE SOUTHEAST OF THE PRESENT ROUTE OF U.S.
 LR0664'HIGHWAY 40 AND 95, AND ALONG THE PROPOSED ROUTE OF THE NEW
 LR0664'HIGHWAY.
 LR0664'
 LR0664'REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 95 IN WINNEMUCCA,
 LR0664'BY GOING SW ON THE HIGHWAY FOR 2.2 MILES, WHERE AN OLD ROAD LEADS
 LR0664'OFF TO THE LEFT (SE).  TURN LEFT ONTO THIS ROAD AND FOLLOW FOR
 LR0664'0.1 MILE, WHEN TURN LEFT AGAIN AND NORTHEAST ALONG THE SANDY
 LR0664'BENCH TO GO 0.3 MILE TO THE SECOND HIGH SAND DUNE UPON WHICH THE
 LR0664'STATION IS LOCATED.
 LR0664'
 LR0664'STATION MARK IS A BRONZE DISK OF THE NEVADA HIGHWAY DEPARTMENT
 LR0664'SET IN A SQUARE CONCRETE POST, STAMPED BM I-001-3(2) 27.
 LR0664'
 LR0664'REFERENCE MARKS ARE STANDARD DISKS SET IN CYLINDRICAL CONCRETE
 LR0664'POSTS SET ALONG THE EDGE OF THE SAME DUNE, PROJECT ABOUT 4
 LR0664'INCHES, STAMPED BM I 001 3 2 27, AND NO 1 1957, AND NO 2 1957
 LR0664'RESPECTIVELY.
 LR0664
 LR0664                          STATION RECOVERY (1957)
 LR0664
 LR0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LR0664'2.3 MI SW FROM WINNEMUCCA.
 LR0664'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0664'WINNEMUCCA, THENCE 1.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, THENCE
 LR0664'0.15 MILE CROSS COUNTRY TO TOP OF HILL, SOUTHEAST, 0.45 MILE SOUTHWEST
 LR0664'OF THE OIL CITY SERVICE STATION, 34.0 FEET EAST OF R.M. 2, 32.4 FEET
 LR0664'NORTHWEST OF R.M. 1, 3.9 FEET NORTHWEST OF WITNESS POST, SET IN A
 LR0664'CONCRETE POST FLUSH WITH THE GROUND.
 LR0664
 LR0664                          STATION RECOVERY (1986)
 LR0664
 LR0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0664'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0664'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0664'THENCE 2.6 KM (1.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 0.12
 LR0664'KM (0.07 MI) SOUTHEAST AND ACROSS COUNTRY TO THE TOP OF A HILL, 10.4
 LR0664'METERS (34.0 FT) EAST OF RM 2, 9.9 METERS (32.5 FT) NORTHWEST OF RM 1.
 LR0664'NOTE--NOT LEVELED DURING THIS SURVEY.
 LR0664'THE MARK IS 1.2 METERS  NW FROM  A WITNESS POST
 LR0664'THE MARK IS 10.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0665 ***********************************************************************
 LR0665  DESIGNATION -  I 001 3 2 27 RM 1
 LR0665  PID         -  LR0665
 LR0665  STATE/COUNTY-  NV/HUMBOLDT
 LR0665  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0665
 LR0665                         *CURRENT SURVEY CONTROL
 LR0665  ___________________________________________________________________
 LR0665* NAD 83(1986)-  40 56 51.     (N)    117 45 43.     (W)     SCALED    
 LR0665* NAVD 88     -      1319.446  (meters)    4328.88   (feet)  ADJUSTED  
 LR0665  ___________________________________________________________________
 LR0665  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 LR0665  DYNAMIC HT  -        1318.452 (meters)    4325.62  (feet)  COMP
 LR0665  MODELED GRAV-     979,825.4   (mgal)                       NAVD 88
 LR0665
 LR0665  VERT ORDER  -  SECOND    CLASS 0
 LR0665
 LR0665.The horizontal coordinates were scaled from a topographic map and have
 LR0665.an estimated accuracy of +/- 6 seconds.
 LR0665
 LR0665.The orthometric height was determined by differential leveling
 LR0665.and adjusted by the National Geodetic Survey in June 1991..
 LR0665
 LR0665.The geoid height was determined by GEOID03.
 LR0665
 LR0665.The dynamic height is computed by dividing the NAVD 88
 LR0665.geopotential number by the normal gravity value computed on the
 LR0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0665.degrees latitude (g = 980.6199 gals.).
 LR0665
 LR0665.The modeled gravity was interpolated from observed gravity values.
 LR0665
 LR0665;                    North         East    Units  Estimated Accuracy
 LR0665;SPC NV W     - 4,688,140.      869,160.      MT  (+/- 180 meters Scaled)
 LR0665
 LR0665                          SUPERSEDED SURVEY CONTROL
 LR0665
 LR0665  NGVD 29 (??/??/92) 1318.413  (m)         4325.49   (f) ADJ UNCH    2 0
 LR0665
 LR0665.Superseded values are not recommended for survey control.
 LR0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0665.See file dsdata.txt to determine how the superseded data were derived.
 LR0665
 LR0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF358332(NAD 83)
 LR0665_MARKER: DR = REFERENCE MARK DISK
 LR0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0665_SP_SET: CONCRETE POST
 LR0665_STAMPING: BM I 001 3 2 27 NO 1 1957
 LR0665_MARK LOGO: CGS   
 LR0665_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0665+STABILITY: SURFACE MOTION
 LR0665
 LR0665  HISTORY     - Date     Condition        Report By
 LR0665  HISTORY     - 1957     MONUMENTED       CGS
 LR0665  HISTORY     - 1986     GOOD             NGS
 LR0665
 LR0665                          STATION DESCRIPTION
 LR0665
 LR0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LR0665'2.3 MI SW FROM WINNEMUCCA.
 LR0665'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0665'WINNEMUCCA, THENCE 1.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, THENCE
 LR0665'0.15 MILE SOUTHEAST CROSS COUNTRY TO TOP OF HILL, 0.45 MILE SOUTHWEST
 LR0665'OF THE OIL CITY SERVICE STATION, 32.4 FEET SOUTHEAST OF STATION MARK,
 LR0665'SET IN A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND SURFACE.
 LR0665
 LR0665                          STATION RECOVERY (1986)
 LR0665
 LR0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0665'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0665'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0665'THENCE 2.6 KM (1.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 0.12
 LR0665'KM (0.07 MI) SOUTHEST AND ACROSS COUNTRY TO THE TOP OF A HILL, 9.9
 LR0665'METERS (32.4 FT) SOUTHEAST OF THE STATION MARK.  NOTE--NOT LEVELED
 LR0665'DURING THIS SURVEY.
 LR0665'THE MARK IS 10.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0663 ***********************************************************************
 LR0663  DESIGNATION -  I 001 3 2 27 RM 2
 LR0663  PID         -  LR0663
 LR0663  STATE/COUNTY-  NV/HUMBOLDT
 LR0663  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0663
 LR0663                         *CURRENT SURVEY CONTROL
 LR0663  ___________________________________________________________________
 LR0663* NAD 83(1986)-  40 56 51.     (N)    117 45 43.     (W)     SCALED    
 LR0663* NAVD 88     -      1317.903  (meters)    4323.82   (feet)  ADJUSTED  
 LR0663  ___________________________________________________________________
 LR0663  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 LR0663  DYNAMIC HT  -        1316.910 (meters)    4320.56  (feet)  COMP
 LR0663  MODELED GRAV-     979,825.4   (mgal)                       NAVD 88
 LR0663
 LR0663  VERT ORDER  -  SECOND    CLASS 0
 LR0663
 LR0663.The horizontal coordinates were scaled from a topographic map and have
 LR0663.an estimated accuracy of +/- 6 seconds.
 LR0663
 LR0663.The orthometric height was determined by differential leveling
 LR0663.and adjusted by the National Geodetic Survey in June 1991..
 LR0663
 LR0663.The geoid height was determined by GEOID03.
 LR0663
 LR0663.The dynamic height is computed by dividing the NAVD 88
 LR0663.geopotential number by the normal gravity value computed on the
 LR0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0663.degrees latitude (g = 980.6199 gals.).
 LR0663
 LR0663.The modeled gravity was interpolated from observed gravity values.
 LR0663
 LR0663;                    North         East    Units  Estimated Accuracy
 LR0663;SPC NV W     - 4,688,140.      869,160.      MT  (+/- 180 meters Scaled)
 LR0663
 LR0663                          SUPERSEDED SURVEY CONTROL
 LR0663
 LR0663  NGVD 29 (??/??/92) 1316.870  (m)         4320.43   (f) ADJ UNCH    2 0
 LR0663
 LR0663.Superseded values are not recommended for survey control.
 LR0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0663.See file dsdata.txt to determine how the superseded data were derived.
 LR0663
 LR0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF358332(NAD 83)
 LR0663_MARKER: DR = REFERENCE MARK DISK
 LR0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0663_SP_SET: CONCRETE POST
 LR0663_STAMPING: BM I 001 3 2 27 NO 2 1957
 LR0663_MARK LOGO: CGS   
 LR0663_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0663+STABILITY: SURFACE MOTION
 LR0663
 LR0663  HISTORY     - Date     Condition        Report By
 LR0663  HISTORY     - 1957     MONUMENTED       CGS
 LR0663  HISTORY     - 1986     GOOD             NGS
 LR0663
 LR0663                          STATION DESCRIPTION
 LR0663
 LR0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LR0663'2.3 MI SW FROM WINNEMUCCA.
 LR0663'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0663'WINNEMUCCA, THENCE 1.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, THENCE
 LR0663'0.15 MILE SOUTHEAST CROSS COUNTRY TO TOP OF HILL, 0.45 MILE SOUTHWEST
 LR0663'OF THE OIL CITY SERVICE STATION, 34.0 FEET WEST OF STATION MARK, SET
 LR0663'IN A ROUND CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND SURFACE.
 LR0663
 LR0663                          STATION RECOVERY (1986)
 LR0663
 LR0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0663'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0663'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0663'THENCE 2.6 KM (1.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 0.12
 LR0663'KM (0.07 MI) SOUTHEAST AND ACROSS COUNTRY TO THE TOP OF A HILL,
 LR0663'10.4 METERS (34.0 FT) WEST OF THE STATION MARK.  NOTE--NOT LEVELED
 LR0663'DURING THIS SURVEY.
 LR0663'THE MARK IS 10.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0666 ***********************************************************************
 LR0666  DESIGNATION -  I 001 3 2 28
 LR0666  PID         -  LR0666
 LR0666  STATE/COUNTY-  NV/HUMBOLDT
 LR0666  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0666
 LR0666                         *CURRENT SURVEY CONTROL
 LR0666  ___________________________________________________________________
 LR0666* NAD 83(1986)-  40 56 46.     (N)    117 45 15.     (W)     SCALED    
 LR0666* NAVD 88     -      1321.841  (meters)    4336.74   (feet)  ADJUSTED  
 LR0666  ___________________________________________________________________
 LR0666  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 LR0666  DYNAMIC HT  -        1320.843 (meters)    4333.47  (feet)  COMP
 LR0666  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 LR0666
 LR0666  VERT ORDER  -  SECOND    CLASS 0
 LR0666
 LR0666.The horizontal coordinates were scaled from a topographic map and have
 LR0666.an estimated accuracy of +/- 6 seconds.
 LR0666
 LR0666.The orthometric height was determined by differential leveling
 LR0666.and adjusted by the National Geodetic Survey in June 1991..
 LR0666
 LR0666.The geoid height was determined by GEOID03.
 LR0666
 LR0666.The dynamic height is computed by dividing the NAVD 88
 LR0666.geopotential number by the normal gravity value computed on the
 LR0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0666.degrees latitude (g = 980.6199 gals.).
 LR0666
 LR0666.The modeled gravity was interpolated from observed gravity values.
 LR0666
 LR0666;                    North         East    Units  Estimated Accuracy
 LR0666;SPC NV W     - 4,687,990.      869,810.      MT  (+/- 180 meters Scaled)
 LR0666
 LR0666                          SUPERSEDED SURVEY CONTROL
 LR0666
 LR0666  NGVD 29 (??/??/92) 1320.807  (m)         4333.35   (f) ADJ UNCH    2 0
 LR0666
 LR0666.Superseded values are not recommended for survey control.
 LR0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0666.See file dsdata.txt to determine how the superseded data were derived.
 LR0666
 LR0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF365330(NAD 83)
 LR0666_MARKER: DD = SURVEY DISK
 LR0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0666_STAMPING: B.M. I-001-3(2) 28
 LR0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0666+STABILITY: SURFACE MOTION
 LR0666
 LR0666  HISTORY     - Date     Condition        Report By
 LR0666  HISTORY     - UNK      MONUMENTED       NVDH
 LR0666  HISTORY     - 1957     GOOD             NGS
 LR0666  HISTORY     - 1986     MARK NOT FOUND   NGS
 LR0666
 LR0666                          STATION DESCRIPTION
 LR0666
 LR0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0666'1.9 MI SW FROM WINNEMUCCA.
 LR0666'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0666'WINNEMUCCA, THENCE 1.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 TO THE OIL
 LR0666'CITY SERVICE STATION, THENCE 0.2 MILE SOUTHEAST ALONG A TRACK ROAD TO
 LR0666'TOP OF HILL, 3.9 FEET WEST OF WITNESS POST, SET IN A ROUND CONCRETE
 LR0666'POST FLUSH WITH THE GROUND SURFACE.
 LR0666
 LR0666                          STATION RECOVERY (1986)
 LR0666
 LR0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0666'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0667 ***********************************************************************
 LR0667  DESIGNATION -  I 001 3 2 29
 LR0667  PID         -  LR0667
 LR0667  STATE/COUNTY-  NV/HUMBOLDT
 LR0667  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0667
 LR0667                         *CURRENT SURVEY CONTROL
 LR0667  ___________________________________________________________________
 LR0667* NAD 83(1986)-  40 57 13.     (N)    117 44 40.     (W)     SCALED    
 LR0667* NAVD 88     -      1319.731  (meters)    4329.82   (feet)  ADJUSTED  
 LR0667  ___________________________________________________________________
 LR0667  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 LR0667  DYNAMIC HT  -        1318.737 (meters)    4326.56  (feet)  COMP
 LR0667  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 LR0667
 LR0667  VERT ORDER  -  SECOND    CLASS 0
 LR0667
 LR0667.The horizontal coordinates were scaled from a topographic map and have
 LR0667.an estimated accuracy of +/- 6 seconds.
 LR0667
 LR0667.The orthometric height was determined by differential leveling
 LR0667.and adjusted by the National Geodetic Survey in June 1991..
 LR0667
 LR0667.The geoid height was determined by GEOID03.
 LR0667
 LR0667.The dynamic height is computed by dividing the NAVD 88
 LR0667.geopotential number by the normal gravity value computed on the
 LR0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0667.degrees latitude (g = 980.6199 gals.).
 LR0667
 LR0667.The modeled gravity was interpolated from observed gravity values.
 LR0667
 LR0667;                    North         East    Units  Estimated Accuracy
 LR0667;SPC NV W     - 4,688,830.      870,620.      MT  (+/- 180 meters Scaled)
 LR0667
 LR0667                          SUPERSEDED SURVEY CONTROL
 LR0667
 LR0667  NGVD 29 (??/??/92) 1318.699  (m)         4326.43   (f) ADJ UNCH    2 0
 LR0667
 LR0667.Superseded values are not recommended for survey control.
 LR0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0667.See file dsdata.txt to determine how the superseded data were derived.
 LR0667
 LR0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF373338(NAD 83)
 LR0667_MARKER: DD = SURVEY DISK
 LR0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0667_STAMPING: B.M. I-001-3(2) 29
 LR0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0667+STABILITY: SURFACE MOTION
 LR0667
 LR0667  HISTORY     - Date     Condition        Report By
 LR0667  HISTORY     - UNK      MONUMENTED       NVDH
 LR0667  HISTORY     - 1957     GOOD             NGS
 LR0667  HISTORY     - 1986     MARK NOT FOUND   NGS
 LR0667
 LR0667                          STATION DESCRIPTION
 LR0667
 LR0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0667'1.4 MI SW FROM WINNEMUCCA.
 LR0667'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0667'WINNEMUCCA, THENCE 0.45 MILE SOUTHWEST ALONG U.S. HIGHWAY 40, (0.1
 LR0667'MILE SOUTHWEST OF WINNEMUCCA CEMETERY), THENCE 0.35 MILE SOUTHEAST
 LR0667'ALONG A DIRT ROAD, 0.1 MILE NORTHWEST OF THE SOUTHERN PACIFIC RAILROAD
 LR0667'TRACKS, 43.0 FEET NORTHEAST OF CENTER OF DIRT ROAD, 3.7 FEET NORTHWEST
 LR0667'OF WITNESS POST, SET IN A CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 LR0667
 LR0667                          STATION RECOVERY (1986)
 LR0667
 LR0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0667'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0631 ***********************************************************************
 LR0631  DESIGNATION -  I 001 3 2 3
 LR0631  PID         -  LR0631
 LR0631  STATE/COUNTY-  NV/HUMBOLDT
 LR0631  USGS QUAD   -  DUN GLEN PEAK (1982)
 LR0631
 LR0631                         *CURRENT SURVEY CONTROL
 LR0631  ___________________________________________________________________
 LR0631* NAD 83(1986)-  40 51 34.     (N)    117 56 59.     (W)     SCALED    
 LR0631* NAVD 88     -      1333.693  (meters)    4375.62   (feet)  ADJUSTED  
 LR0631  ___________________________________________________________________
 LR0631  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 LR0631  DYNAMIC HT  -        1332.692 (meters)    4372.34  (feet)  COMP
 LR0631  MODELED GRAV-     979,827.4   (mgal)                       NAVD 88
 LR0631
 LR0631  VERT ORDER  -  SECOND    CLASS 0
 LR0631
 LR0631.The horizontal coordinates were scaled from a topographic map and have
 LR0631.an estimated accuracy of +/- 6 seconds.
 LR0631
 LR0631.The orthometric height was determined by differential leveling
 LR0631.and adjusted by the National Geodetic Survey in June 1991..
 LR0631
 LR0631.The geoid height was determined by GEOID03.
 LR0631
 LR0631.The dynamic height is computed by dividing the NAVD 88
 LR0631.geopotential number by the normal gravity value computed on the
 LR0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0631.degrees latitude (g = 980.6199 gals.).
 LR0631
 LR0631.The modeled gravity was interpolated from observed gravity values.
 LR0631
 LR0631;                    North         East    Units  Estimated Accuracy
 LR0631;SPC NV W     - 4,678,230.      853,420.      MT  (+/- 180 meters Scaled)
 LR0631
 LR0631                          SUPERSEDED SURVEY CONTROL
 LR0631
 LR0631  NGVD 29 (??/??/92) 1332.708  (m)         4372.39   (f) ADJ UNCH    2 0
 LR0631
 LR0631.Superseded values are not recommended for survey control.
 LR0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0631.See file dsdata.txt to determine how the superseded data were derived.
 LR0631
 LR0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF199235(NAD 83)
 LR0631_MARKER: DD = SURVEY DISK
 LR0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0631_STAMPING: B.M. I-001-3(2) 3
 LR0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0631+STABILITY: SURFACE MOTION
 LR0631
 LR0631  HISTORY     - Date     Condition        Report By
 LR0631  HISTORY     - UNK      MONUMENTED       NVDH
 LR0631  HISTORY     - 1957     GOOD             NGS
 LR0631  HISTORY     - 1986     MARK NOT FOUND   NGS
 LR0631
 LR0631                          STATION DESCRIPTION
 LR0631
 LR0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0631'14.15 MI SW FROM WINNEMUCCA.
 LR0631'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0631'WINNEMUCCA, THENCE 13.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 0.15
 LR0631'MILE NORTHEAST OF THE PERSHING-HUMBOLDT COUNTY LINE, 90.0 FEET
 LR0631'SOUTHEAST OF CENTER LINE OF HIGHWAY, 4.9 FEET NORTHWEST OF
 LR0631'RIGHT-OF-WAY FENCE, 4.0 FEET NORTHWEST OF WITNESS POST, SET IN A ROUND
 LR0631'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE, AND ABOUT 6
 LR0631'FEET HIGHER THAN THE HIGHWAY.
 LR0631
 LR0631                          STATION RECOVERY (1986)
 LR0631
 LR0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0631'NOT RECOVERED.  BELIEVED DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0632 ***********************************************************************
 LR0632  DESIGNATION -  I 001 3 2 4
 LR0632  PID         -  LR0632
 LR0632  STATE/COUNTY-  NV/HUMBOLDT
 LR0632  USGS QUAD   -  DUN GLEN PEAK (1982)
 LR0632
 LR0632                         *CURRENT SURVEY CONTROL
 LR0632  ___________________________________________________________________
 LR0632* NAD 83(1986)-  40 51 56.     (N)    117 56 41.     (W)     SCALED    
 LR0632* NAVD 88     -      1318.775  (meters)    4326.68   (feet)  ADJUSTED  
 LR0632  ___________________________________________________________________
 LR0632  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 LR0632  DYNAMIC HT  -        1317.794 (meters)    4323.46  (feet)  COMP
 LR0632  MODELED GRAV-     979,834.5   (mgal)                       NAVD 88
 LR0632
 LR0632  VERT ORDER  -  SECOND    CLASS 0
 LR0632
 LR0632.The horizontal coordinates were scaled from a topographic map and have
 LR0632.an estimated accuracy of +/- 6 seconds.
 LR0632
 LR0632.The orthometric height was determined by differential leveling
 LR0632.and adjusted by the National Geodetic Survey in June 1991..
 LR0632
 LR0632.The geoid height was determined by GEOID03.
 LR0632
 LR0632.The dynamic height is computed by dividing the NAVD 88
 LR0632.geopotential number by the normal gravity value computed on the
 LR0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0632.degrees latitude (g = 980.6199 gals.).
 LR0632
 LR0632.The modeled gravity was interpolated from observed gravity values.
 LR0632
 LR0632;                    North         East    Units  Estimated Accuracy
 LR0632;SPC NV W     - 4,678,910.      853,830.      MT  (+/- 180 meters Scaled)
 LR0632
 LR0632                          SUPERSEDED SURVEY CONTROL
 LR0632
 LR0632  NGVD 29 (??/??/92) 1317.799  (m)         4323.48   (f) ADJ UNCH    2 0
 LR0632
 LR0632.Superseded values are not recommended for survey control.
 LR0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0632.See file dsdata.txt to determine how the superseded data were derived.
 LR0632
 LR0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF203242(NAD 83)
 LR0632_MARKER: DD = SURVEY DISK
 LR0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0632_STAMPING: B.M. I-001-3(2) 4
 LR0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0632+STABILITY: SURFACE MOTION
 LR0632
 LR0632  HISTORY     - Date     Condition        Report By
 LR0632  HISTORY     - UNK      MONUMENTED       NVDH
 LR0632  HISTORY     - 1957     GOOD             NGS
 LR0632  HISTORY     - 1986     MARK NOT FOUND   NGS
 LR0632
 LR0632                          STATION DESCRIPTION
 LR0632
 LR0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0632'13.55 MI SW FROM WINNEMUCCA.
 LR0632'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0632'WINNEMUCCA, THENCE 12.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 3.05
 LR0632'MILES SOUTHWEST OF THE ROSE CREEK OVER PASS, 93.0 FEET SOUTHEAST OF
 LR0632'CENTER LINE OF THE HIGHWAY 4.3 FEET NORTHWEST OF RIGHT-OF-WAY FENCE,
 LR0632'3.8 FEET NORTHWEST OF WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH
 LR0632'WITH THE GROUND SURFACE, AND ABOUT 4 FEET ABOVE THE HIGHWAY.
 LR0632
 LR0632                          STATION RECOVERY (1986)
 LR0632
 LR0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0632'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0633 ***********************************************************************
 LR0633  DESIGNATION -  I 001 3 2 5
 LR0633  PID         -  LR0633
 LR0633  STATE/COUNTY-  NV/HUMBOLDT
 LR0633  USGS QUAD   -  DUN GLEN PEAK (1982)
 LR0633
 LR0633                         *CURRENT SURVEY CONTROL
 LR0633  ___________________________________________________________________
 LR0633* NAD 83(1986)-  40 52 19.     (N)    117 56 22.     (W)     SCALED    
 LR0633* NAVD 88     -      1323.193  (meters)    4341.18   (feet)  ADJUSTED  
 LR0633  ___________________________________________________________________
 LR0633  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 LR0633  DYNAMIC HT  -        1322.221 (meters)    4337.99  (feet)  COMP
 LR0633  MODELED GRAV-     979,843.3   (mgal)                       NAVD 88
 LR0633
 LR0633  VERT ORDER  -  SECOND    CLASS 0
 LR0633
 LR0633.The horizontal coordinates were scaled from a topographic map and have
 LR0633.an estimated accuracy of +/- 6 seconds.
 LR0633
 LR0633.The orthometric height was determined by differential leveling
 LR0633.and adjusted by the National Geodetic Survey in June 1991..
 LR0633
 LR0633.The geoid height was determined by GEOID03.
 LR0633
 LR0633.The dynamic height is computed by dividing the NAVD 88
 LR0633.geopotential number by the normal gravity value computed on the
 LR0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0633.degrees latitude (g = 980.6199 gals.).
 LR0633
 LR0633.The modeled gravity was interpolated from observed gravity values.
 LR0633
 LR0633;                    North         East    Units  Estimated Accuracy
 LR0633;SPC NV W     - 4,679,630.      854,270.      MT  (+/- 180 meters Scaled)
 LR0633
 LR0633                          SUPERSEDED SURVEY CONTROL
 LR0633
 LR0633  NGVD 29 (??/??/92) 1322.230  (m)         4338.02   (f) ADJ UNCH    2 0
 LR0633
 LR0633.Superseded values are not recommended for survey control.
 LR0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0633.See file dsdata.txt to determine how the superseded data were derived.
 LR0633
 LR0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF208249(NAD 83)
 LR0633_MARKER: DD = SURVEY DISK
 LR0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0633_STAMPING: B.M. I-001-3(2) 5
 LR0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0633+STABILITY: SURFACE MOTION
 LR0633
 LR0633  HISTORY     - Date     Condition        Report By
 LR0633  HISTORY     - UNK      MONUMENTED       NVDH
 LR0633  HISTORY     - 1957     GOOD             NGS
 LR0633  HISTORY     - 1986     MARK NOT FOUND   NGS
 LR0633
 LR0633                          STATION DESCRIPTION
 LR0633
 LR0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0633'13.2 MI SW FROM WINNEMUCCA.
 LR0633'0.6 MILES SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0633'WINNEMUCCA, THENCE 12.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 2.7
 LR0633'MILES SOUTHWEST OF ROSE CREEK OVER PASS, 167.0 FEET SOUTHEAST OF
 LR0633'CENTER LINE OF THE HIGHWAY, 69.2 FEET SOUTHEAST OF RIGHT-OF-WAY FENCE,
 LR0633'3.3 FEET NORTHWEST OF WITNESS POST, SET IN A ROUND CONCRETE POST
 LR0633'PROJECTING 2 INCHES ABOVE GROUND SURFACE, AND ABOUT 10 FEET ABOVE THE
 LR0633'HIGHWAY.
 LR0633
 LR0633                          STATION RECOVERY (1986)
 LR0633
 LR0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0633'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0634 ***********************************************************************
 LR0634  DESIGNATION -  I 001 3 2 6
 LR0634  PID         -  LR0634
 LR0634  STATE/COUNTY-  NV/HUMBOLDT
 LR0634  USGS QUAD   -  ROSE CREEK (1982)
 LR0634
 LR0634                         *CURRENT SURVEY CONTROL
 LR0634  ___________________________________________________________________
 LR0634* NAD 83(1986)-  40 52 31.     (N)    117 56 04.     (W)     SCALED    
 LR0634* NAVD 88     -      1327.343  (meters)    4354.79   (feet)  ADJUSTED  
 LR0634  ___________________________________________________________________
 LR0634  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 LR0634  DYNAMIC HT  -        1326.369 (meters)    4351.60  (feet)  COMP
 LR0634  MODELED GRAV-     979,844.5   (mgal)                       NAVD 88
 LR0634
 LR0634  VERT ORDER  -  SECOND    CLASS 0
 LR0634
 LR0634.The horizontal coordinates were scaled from a topographic map and have
 LR0634.an estimated accuracy of +/- 6 seconds.
 LR0634
 LR0634.The orthometric height was determined by differential leveling
 LR0634.and adjusted by the National Geodetic Survey in June 1991..
 LR0634
 LR0634.The geoid height was determined by GEOID03.
 LR0634
 LR0634.The dynamic height is computed by dividing the NAVD 88
 LR0634.geopotential number by the normal gravity value computed on the
 LR0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0634.degrees latitude (g = 980.6199 gals.).
 LR0634
 LR0634.The modeled gravity was interpolated from observed gravity values.
 LR0634
 LR0634;                    North         East    Units  Estimated Accuracy
 LR0634;SPC NV W     - 4,680,000.      854,690.      MT  (+/- 180 meters Scaled)
 LR0634
 LR0634                          SUPERSEDED SURVEY CONTROL
 LR0634
 LR0634  NGVD 29 (??/??/92) 1326.380  (m)         4351.63   (f) ADJ UNCH    2 0
 LR0634
 LR0634.Superseded values are not recommended for survey control.
 LR0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0634.See file dsdata.txt to determine how the superseded data were derived.
 LR0634
 LR0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF212253(NAD 83)
 LR0634_MARKER: DD = SURVEY DISK
 LR0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0634_SP_SET: CONCRETE POST
 LR0634_STAMPING: B.M. I-001-3(2) 6
 LR0634_MARK LOGO: NVDH  
 LR0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0634+STABILITY: SURFACE MOTION
 LR0634
 LR0634  HISTORY     - Date     Condition        Report By
 LR0634  HISTORY     - UNK      MONUMENTED       NVDH
 LR0634  HISTORY     - 1957     GOOD             NGS
 LR0634  HISTORY     - 1986     POOR             NGS
 LR0634
 LR0634                          STATION DESCRIPTION
 LR0634
 LR0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0634'12.55 MI SW FROM WINNEMUCCA.
 LR0634'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0634'WINNEMUCCA, THENCE 11.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 2.05
 LR0634'MILES SOUTHWEST OF ROSE CREEK OVER PASS, 175.0 FEET SOUTHEAST OF
 LR0634'CENTER LINE OF THE HIGHWAY, 78.0 FEET SOUTHEAST OF RIGHT-OF-WAY FENCE,
 LR0634'2.8 FEET NORTHWEST OF WITNESS POST, SET IN A ROUND CONCRETE POST
 LR0634'PROJECTING 2 INCHES ABOVE GROUND SURFACE, AND ABOUT 5 FEET HIGHER THAN
 LR0634'THE HIGHWAY.
 LR0634
 LR0634                          STATION RECOVERY (1986)
 LR0634
 LR0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0634'RECOVERED IN POOR CONDITION.  THE POST WAS LAYING ON THE GROUND.
 LR0634'NOTE--NOT LEVELED DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0635 ***********************************************************************
 LR0635  DESIGNATION -  I 001 3 2 7
 LR0635  PID         -  LR0635
 LR0635  STATE/COUNTY-  NV/HUMBOLDT
 LR0635  USGS QUAD   -  ROSE CREEK (1982)
 LR0635
 LR0635                         *CURRENT SURVEY CONTROL
 LR0635  ___________________________________________________________________
 LR0635* NAD 83(1986)-  40 52 45.     (N)    117 55 41.     (W)     SCALED    
 LR0635* NAVD 88     -      1335.257  (meters)    4380.76   (feet)  ADJUSTED  
 LR0635  ___________________________________________________________________
 LR0635  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 LR0635  DYNAMIC HT  -        1334.275 (meters)    4377.53  (feet)  COMP
 LR0635  MODELED GRAV-     979,841.6   (mgal)                       NAVD 88
 LR0635
 LR0635  VERT ORDER  -  FIRST     CLASS II
 LR0635
 LR0635.The horizontal coordinates were scaled from a topographic map and have
 LR0635.an estimated accuracy of +/- 6 seconds.
 LR0635
 LR0635.The orthometric height was determined by differential leveling
 LR0635.and adjusted by the National Geodetic Survey in June 1991..
 LR0635
 LR0635.The geoid height was determined by GEOID03.
 LR0635
 LR0635.The dynamic height is computed by dividing the NAVD 88
 LR0635.geopotential number by the normal gravity value computed on the
 LR0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0635.degrees latitude (g = 980.6199 gals.).
 LR0635
 LR0635.The modeled gravity was interpolated from observed gravity values.
 LR0635
 LR0635;                    North         East    Units  Estimated Accuracy
 LR0635;SPC NV W     - 4,680,440.      855,230.      MT  (+/- 180 meters Scaled)
 LR0635
 LR0635                          SUPERSEDED SURVEY CONTROL
 LR0635
 LR0635  NGVD 29 (??/??/92) 1334.291  (m)         4377.59   (f) ADJ UNCH    1 2
 LR0635
 LR0635.Superseded values are not recommended for survey control.
 LR0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0635.See file dsdata.txt to determine how the superseded data were derived.
 LR0635
 LR0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF218257(NAD 83)
 LR0635_MARKER: DD = SURVEY DISK
 LR0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0635_SP_SET: CONCRETE POST
 LR0635_STAMPING: B.M. I-001-3(2)7
 LR0635_MARK LOGO: NVDH  
 LR0635_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0635+STABILITY: SURFACE MOTION
 LR0635
 LR0635  HISTORY     - Date     Condition        Report By
 LR0635  HISTORY     - UNK      MONUMENTED       NVDH
 LR0635  HISTORY     - 1957     GOOD             NGS
 LR0635  HISTORY     - 1986     GOOD             NGS
 LR0635
 LR0635                          STATION DESCRIPTION
 LR0635
 LR0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0635'12.05 MI SW FROM WINNEMUCCA.
 LR0635'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0635'WINNEMUCCA, THENCE 11.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 1.55
 LR0635'MILES SOUTHWEST OF ROSE CREEK OVER PASS, 91.0 FEET SOUTHEAST OF CENTER
 LR0635'LINE OF THE HIGHWAY, 5.0 FEET NORTHWEST OF RIGHT-OF-WAY FENCE, 3.7
 LR0635'FEET NORTHWEST OF WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH
 LR0635'WITH THE GROUND SURFACE, AND ABOUT 2 FEET ABOVE THE HIGHWAY.
 LR0635
 LR0635                          STATION RECOVERY (1986)
 LR0635
 LR0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0635'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0635'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0635'THENCE 5.8 KM (3.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 12.8
 LR0635'KM (8.0 MI) SOUTHWEST ALONG A FRONTAGE ROAD (THE OLD HIGHWAY), ALSO
 LR0635'26.5 KM (16.5 MI) NORTHEAST OF THE OVERPASS (EXIT 149) IN MILL CITY,
 LR0635'28.2 METERS (92.5 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE
 LR0635'ROAD, 1.4 METERS (4.5 FT) NORTHWEST OF A FENCE.
 LR0635'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LR0635'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0637 ***********************************************************************
 LR0637  DESIGNATION -  I 001 3 2 8
 LR0637  PID         -  LR0637
 LR0637  STATE/COUNTY-  NV/HUMBOLDT
 LR0637  USGS QUAD   -  ROSE CREEK (1982)
 LR0637
 LR0637                         *CURRENT SURVEY CONTROL
 LR0637  ___________________________________________________________________
 LR0637* NAD 83(1994)-  40 52 57.06865(N)    117 55 14.21950(W)     ADJUSTED  
 LR0637* NAVD 88     -      1337.727  (meters)    4388.86   (feet)  ADJUSTED  
 LR0637  ___________________________________________________________________
 LR0637  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 LR0637  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 LR0637  DYNAMIC HT  -        1336.739 (meters)    4385.62  (feet)  COMP
 LR0637  MODELED GRAV-     979,838.7   (mgal)                       NAVD 88
 LR0637
 LR0637  HORZ ORDER  -  THIRD
 LR0637  VERT ORDER  -  FIRST     CLASS II
 LR0637
 LR0637.The horizontal coordinates were established by classical geodetic methods
 LR0637.and adjusted by the National Geodetic Survey in June 1998..
 LR0637
 LR0637.The orthometric height was determined by differential leveling
 LR0637.and adjusted by the National Geodetic Survey in June 1991..
 LR0637
 LR0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0637
 LR0637.The geoid height was determined by GEOID03.
 LR0637
 LR0637.The dynamic height is computed by dividing the NAVD 88
 LR0637.geopotential number by the normal gravity value computed on the
 LR0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0637.degrees latitude (g = 980.6199 gals.).
 LR0637
 LR0637.The modeled gravity was interpolated from observed gravity values.
 LR0637
 LR0637;                    North         East     Units Scale Factor Converg.
 LR0637;SPC NV W     - 4,680,811.726   855,851.282   MT  0.99993838   +0 26 01.6
 LR0637;SPC NV W     -15,356,963.14  2,807,905.41   sFT  0.99993838   +0 26 01.6
 LR0637;UTM  11      - 4,526,123.563   422,436.943   MT  0.99967404   -0 36 09.3
 LR0637
 LR0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0637!SPC NV W     -   0.99979347  x   0.99993838  =   0.99973186
 LR0637!UTM  11      -   0.99979347  x   0.99967404  =   0.99946757
 LR0637
 LR0637|---------------------------------------------------------------------|
 LR0637| PID    Reference Object                     Distance      Geod. Az  |
 LR0637|                                                           dddmmss.s |
 LR0637| LR0636 I 001 3 2 8 RM 1                      7.610 METERS 07413     |
 LR0637| LR0878 ROOK                                APPROX. 3.0 KM 2130335.2 |
 LR0637| LR0638 I 001 3 2 8 RM 2                      7.374 METERS 22503     |
 LR0637|---------------------------------------------------------------------|
 LR0637
 LR0637                          SUPERSEDED SURVEY CONTROL
 LR0637
 LR0637  NAD 83(1986)-  40 52 57.07505(N)    117 55 14.21101(W) AD(       ) 3
 LR0637  NAD 27      -  40 52 57.42140(N)    117 55 10.72090(W) AD(       ) 3
 LR0637  NGVD 29 (??/??/92) 1336.758  (m)         4385.68   (f) ADJ UNCH    1 2
 LR0637
 LR0637.Superseded values are not recommended for survey control.
 LR0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0637.See file dsdata.txt to determine how the superseded data were derived.
 LR0637
 LR0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF2243726124(NAD 83)
 LR0637_MARKER: DD = SURVEY DISK
 LR0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0637_SP_SET: CONCRETE POST
 LR0637_STAMPING: B.M. I-001-3 (2) 8
 LR0637_MARK LOGO: NVDH  
 LR0637_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0637+STABILITY: SURFACE MOTION
 LR0637
 LR0637  HISTORY     - Date     Condition        Report By
 LR0637  HISTORY     - 1957     MONUMENTED       NVDH
 LR0637  HISTORY     - 1957     GOOD             NGS
 LR0637  HISTORY     - 1986     GOOD             NGS
 LR0637
 LR0637                          STATION DESCRIPTION
 LR0637
 LR0637'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1957 (RFL)
 LR0637'THE STATION IS 11.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 AND
 LR0637'95 FROM THE JUNCTION OF THESE HIGHWAYS IN WINNEMUCCA, 0.8 MILE
 LR0637'SOUTHWEST FROM THE SOUTH END OF THE ROSE CREEK OVERPASS, OR
 LR0637'16.0 MILES NORTHEAST ALONG THE HIGHWAY FROM THE INTERSECTION
 LR0637'WITH THE MILL CITY ROAD TURN-OFF.  97 FEET SOUTHEAST OF THE
 LR0637'CENTER LINE OF THE HIGHWAY AND 7 FEET NORTHWEST OF THE FENCE
 LR0637'LINE.
 LR0637'
 LR0637'THE STATION MARK, STAMPED B.M. I-001-3 (2) 8, IS A BRASS DISK OF
 LR0637'THE NEVADA HIGHWAY DEPARTMENT AND SET IN A CONCRETE POST ABOUT
 LR0637'FLUSH WITH THE GROUND.  IT IS 3 FEET NORTHWEST OF A METAL WITNESS
 LR0637'POST.
 LR0637'
 LR0637'THE REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS
 LR0637'PROJECTING ABOUT 2 INCHES.  BOTH ARE 1 FOOT INSIDE THE RIGHT-OF-WAY
 LR0637'FENCE LINE AND STAMPED BM I 001 3 2 1957, NO 1 AND NO 2
 LR0637'RESPECTIVELY.
 LR0637
 LR0637                          STATION RECOVERY (1957)
 LR0637
 LR0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LR0637'11.55 MI SW FROM WINNEMUCCA.
 LR0637'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0637'WINNEMUCCA, THENCE 10.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 1.05
 LR0637'MILES SOUTHWEST OF THE ROSE CREEK OVER PASS, 25.1 FEET SOUTHWEST OF
 LR0637'R.M. 1, 24.0 FEET NORTHEAST OF R.M. 2, 88.4 FEET SOUTHEAST OF CENTER
 LR0637'LINE OF THE HIGHWAY, 7.0 FEET NORTHWEST OF RIGHT-OF-WAY FENCE, 4.0
 LR0637'FEET NORTHWEST OF WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH
 LR0637'WITH THE GROUND, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 LR0637
 LR0637                          STATION RECOVERY (1986)
 LR0637
 LR0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0637'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0637'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0637'THENCE 5.8 KM (3.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 12.0
 LR0637'KM (7.5 MI) SOUTHWEST ALONG THE FRONTAGE ROAD (THE OLD HIGHWAY), 27.4
 LR0637'METERS (90.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 7.5 METERS
 LR0637'(24.5 FT) SOUTHWEST OF RM 1, 7.2 METERS (23.5 FT) NORTHEAST OF RM 2,
 LR0637'2.1 METERS (7.0 FT) NORTHWEST OF A FENCE.
 LR0637'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LR0637'THE MARK IS 0.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0636 ***********************************************************************
 LR0636  DESIGNATION -  I 001 3 2 8 RM 1
 LR0636  PID         -  LR0636
 LR0636  STATE/COUNTY-  NV/HUMBOLDT
 LR0636  USGS QUAD   -  ROSE CREEK (1982)
 LR0636
 LR0636                         *CURRENT SURVEY CONTROL
 LR0636  ___________________________________________________________________
 LR0636* NAD 83(1986)-  40 52 57.     (N)    117 55 12.     (W)     SCALED    
 LR0636* NAVD 88     -      1337.709  (meters)    4388.80   (feet)  ADJUSTED  
 LR0636  ___________________________________________________________________
 LR0636  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 LR0636  DYNAMIC HT  -        1336.719 (meters)    4385.55  (feet)  COMP
 LR0636  MODELED GRAV-     979,837.7   (mgal)                       NAVD 88
 LR0636
 LR0636  VERT ORDER  -  SECOND    CLASS 0
 LR0636
 LR0636.The horizontal coordinates were scaled from a topographic map and have
 LR0636.an estimated accuracy of +/- 6 seconds.
 LR0636
 LR0636.The orthometric height was determined by differential leveling
 LR0636.and adjusted by the National Geodetic Survey in June 1991..
 LR0636
 LR0636.The geoid height was determined by GEOID03.
 LR0636
 LR0636.The dynamic height is computed by dividing the NAVD 88
 LR0636.geopotential number by the normal gravity value computed on the
 LR0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0636.degrees latitude (g = 980.6199 gals.).
 LR0636
 LR0636.The modeled gravity was interpolated from observed gravity values.
 LR0636
 LR0636;                    North         East    Units  Estimated Accuracy
 LR0636;SPC NV W     - 4,680,810.      855,900.      MT  (+/- 180 meters Scaled)
 LR0636
 LR0636                          SUPERSEDED SURVEY CONTROL
 LR0636
 LR0636  NGVD 29 (??/??/92) 1336.738  (m)         4385.61   (f) ADJ UNCH    2 0
 LR0636
 LR0636.Superseded values are not recommended for survey control.
 LR0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0636.See file dsdata.txt to determine how the superseded data were derived.
 LR0636
 LR0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF224261(NAD 83)
 LR0636_MARKER: DR = REFERENCE MARK DISK
 LR0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0636_SP_SET: CONCRETE POST
 LR0636_STAMPING: BM I 001 3 2 8 NO 1 1957
 LR0636_MARK LOGO: CGS   
 LR0636_PROJECTION: FLUSH
 LR0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0636+STABILITY: SURFACE MOTION
 LR0636
 LR0636  HISTORY     - Date     Condition        Report By
 LR0636  HISTORY     - 1957     MONUMENTED       CGS
 LR0636  HISTORY     - 1986     GOOD             NGS
 LR0636
 LR0636                          STATION DESCRIPTION
 LR0636
 LR0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LR0636'11.55 MI SW FROM WINNEMUCCA.
 LR0636'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0636'WINNEMUCCA, THENCE 10.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 1.05
 LR0636'MILES SOUTHWEST OF ROSE CREEK OVER PASS, 95.5 FEET SOUTHEAST OF CENTER
 LR0636'LINE OF THE HIGHWAY, 0.5 FOOT NORTHWEST OF RIGHT-OF-WAY FENCE, SET IN
 LR0636'A ROUND CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND SURFACE, AND
 LR0636'ABOUT 2 FEET ABOVE THE HIGHWAY.
 LR0636
 LR0636                          STATION RECOVERY (1986)
 LR0636
 LR0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0636'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0636'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0636'THENCE 5.8 KM (3.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 12.0
 LR0636'KM (7.5 MI) SOUTHWEST ALONG THE FRONTAGE ROAD (THE OLD HIGHWAY), 29.1
 LR0636'METERS (95.5 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 7.6 METERS
 LR0636'(25.0 FT) NORTHEAST OF THE STATION MARK, 0.2 METERS (0.5 FT) NORTHWEST
 LR0636'OF A FENCE.  NOTE--NOT LEVELED DURING THIS SURVEY.
 LR0636'THE MARK IS 0.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0638 ***********************************************************************
 LR0638  DESIGNATION -  I 001 3 2 8 RM 2
 LR0638  PID         -  LR0638
 LR0638  STATE/COUNTY-  NV/HUMBOLDT
 LR0638  USGS QUAD   -  ROSE CREEK (1982)
 LR0638
 LR0638                         *CURRENT SURVEY CONTROL
 LR0638  ___________________________________________________________________
 LR0638* NAD 83(1986)-  40 52 57.     (N)    117 55 14.     (W)     SCALED    
 LR0638* NAVD 88     -      1337.803  (meters)    4389.11   (feet)  ADJUSTED  
 LR0638  ___________________________________________________________________
 LR0638  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 LR0638  DYNAMIC HT  -        1336.814 (meters)    4385.86  (feet)  COMP
 LR0638  MODELED GRAV-     979,838.1   (mgal)                       NAVD 88
 LR0638
 LR0638  VERT ORDER  -  SECOND    CLASS 0
 LR0638
 LR0638.The horizontal coordinates were scaled from a topographic map and have
 LR0638.an estimated accuracy of +/- 6 seconds.
 LR0638
 LR0638.The orthometric height was determined by differential leveling
 LR0638.and adjusted by the National Geodetic Survey in June 1991..
 LR0638
 LR0638.The geoid height was determined by GEOID03.
 LR0638
 LR0638.The dynamic height is computed by dividing the NAVD 88
 LR0638.geopotential number by the normal gravity value computed on the
 LR0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0638.degrees latitude (g = 980.6199 gals.).
 LR0638
 LR0638.The modeled gravity was interpolated from observed gravity values.
 LR0638
 LR0638;                    North         East    Units  Estimated Accuracy
 LR0638;SPC NV W     - 4,680,810.      855,860.      MT  (+/- 180 meters Scaled)
 LR0638
 LR0638                          SUPERSEDED SURVEY CONTROL
 LR0638
 LR0638  NGVD 29 (??/??/92) 1336.832  (m)         4385.92   (f) ADJ UNCH    2 0
 LR0638
 LR0638.Superseded values are not recommended for survey control.
 LR0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0638.See file dsdata.txt to determine how the superseded data were derived.
 LR0638
 LR0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF224261(NAD 83)
 LR0638_MARKER: DR = REFERENCE MARK DISK
 LR0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0638_SP_SET: CONCRETE POST
 LR0638_STAMPING: BM I 001 3 2 8 NO 2 1957
 LR0638_MARK LOGO: CGS   
 LR0638_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0638+STABILITY: SURFACE MOTION
 LR0638
 LR0638  HISTORY     - Date     Condition        Report By
 LR0638  HISTORY     - 1957     MONUMENTED       CGS
 LR0638  HISTORY     - 1986     GOOD             NGS
 LR0638
 LR0638                          STATION DESCRIPTION
 LR0638
 LR0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LR0638'11.55 MI SW FROM WINNEMUCCA.
 LR0638'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0638'WINNEMUCCA, THENCE 10.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 1.05
 LR0638'MILES SOUTHWEST OF ROSE CREEK OVER PASS, 96.0 FEET SOUTHEAST OF CENTER
 LR0638'LINE OF THE HIGHWAY, 0.5 FOOT NORTHWEST OF RIGHT-OF-WAY FENCE, SET IN
 LR0638'A ROUND CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND SURFACE, AND
 LR0638'ABOUT 2 FEET ABOVE THE HIGHWAY.
 LR0638
 LR0638                          STATION RECOVERY (1986)
 LR0638
 LR0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0638'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0638'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0638'THENCE 5.8 KM (3.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 12.0
 LR0638'KM (7.5 MI) SOUTHWEST ALONG THE FRONTAGE ROAD (THE OLD HIGHWAY), 29.3
 LR0638'METERS (96.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 7.3 METERS
 LR0638'(24.0 FT) SOUTHWEST OF THE STATION MARK, 0.2 METERS (0.5 FT) NORTHWEST
 LR0638'OF A FENCE.  NOTE--NOT LEVELED DURING THIS SURVEY.
 LR0638'THE MARK IS 0.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0639 ***********************************************************************
 LR0639  DESIGNATION -  I 001 3 2 9
 LR0639  PID         -  LR0639
 LR0639  STATE/COUNTY-  NV/HUMBOLDT
 LR0639  USGS QUAD   -  ROSE CREEK (1982)
 LR0639
 LR0639                         *CURRENT SURVEY CONTROL
 LR0639  ___________________________________________________________________
 LR0639* NAD 83(1986)-  40 53 08.     (N)    117 54 49.     (W)     SCALED    
 LR0639* NAVD 88     -      1332.871  (meters)    4372.93   (feet)  ADJUSTED  
 LR0639  ___________________________________________________________________
 LR0639  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 LR0639  DYNAMIC HT  -        1331.882 (meters)    4369.68  (feet)  COMP
 LR0639  MODELED GRAV-     979,836.1   (mgal)                       NAVD 88
 LR0639
 LR0639  VERT ORDER  -  FIRST     CLASS II
 LR0639
 LR0639.The horizontal coordinates were scaled from a topographic map and have
 LR0639.an estimated accuracy of +/- 6 seconds.
 LR0639
 LR0639.The orthometric height was determined by differential leveling
 LR0639.and adjusted by the National Geodetic Survey in June 1991..
 LR0639
 LR0639.The geoid height was determined by GEOID03.
 LR0639
 LR0639.The dynamic height is computed by dividing the NAVD 88
 LR0639.geopotential number by the normal gravity value computed on the
 LR0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0639.degrees latitude (g = 980.6199 gals.).
 LR0639
 LR0639.The modeled gravity was interpolated from observed gravity values.
 LR0639
 LR0639;                    North         East    Units  Estimated Accuracy
 LR0639;SPC NV W     - 4,681,150.      856,440.      MT  (+/- 180 meters Scaled)
 LR0639
 LR0639                          SUPERSEDED SURVEY CONTROL
 LR0639
 LR0639  NGVD 29 (??/??/92) 1331.896  (m)         4369.73   (f) ADJ UNCH    1 2
 LR0639
 LR0639.Superseded values are not recommended for survey control.
 LR0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0639.See file dsdata.txt to determine how the superseded data were derived.
 LR0639
 LR0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF230264(NAD 83)
 LR0639_MARKER: DD = SURVEY DISK
 LR0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0639_SP_SET: CONCRETE POST
 LR0639_STAMPING: B.M. I-001-3(2) 9
 LR0639_MARK LOGO: NVDH  
 LR0639_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0639+STABILITY: SURFACE MOTION
 LR0639
 LR0639  HISTORY     - Date     Condition        Report By
 LR0639  HISTORY     - UNK      MONUMENTED       NVDH
 LR0639  HISTORY     - 1957     GOOD             NGS
 LR0639  HISTORY     - 1986     GOOD             NGS
 LR0639
 LR0639                          STATION DESCRIPTION
 LR0639
 LR0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LR0639'11.15 MI SW FROM WINNEMUCCA.
 LR0639'0.6 MILE SOUTHWEST ALONG WEST FOURTH ST. FROM THE POST OFFICE AT
 LR0639'WINNEMUCCA, THENCE 10.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, 0.65
 LR0639'MILE SOUTHWEST OF ROSE CREEK OVER PASS, 92.0 FEET SOUTHEAST OF CENTER
 LR0639'LINE OF THE HIGHWAY, 4.4 FEET NORTHWEST OF RIGHT-OF-WAY FENCE, 3.7
 LR0639'FEET NORTHWEST OF WITNESS POST, SET IN A ROUND CONCRETE POST
 LR0639'PROJECTING 0.3 FOOT ABOVE GROUND SURFACE.
 LR0639
 LR0639                          STATION RECOVERY (1986)
 LR0639
 LR0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0639'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LR0639'MI) SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE IN WINNEMUCCA,
 LR0639'THENCE 5.8 KM (3.6 MI) SOUTHWEST ALONG BUSINESS ROUTE 80, THENCE 11.4
 LR0639'KM (7.1 MI) SOUTHWEST ALONG THE FRONTAGE ROAD (THE OLD HIGHWAY), 28.0
 LR0639'METERS (92.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1.4 METERS
 LR0639'(4.5 FT) NORTHWEST OF A FENCE.
 LR0639'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LR0639'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0726 ***********************************************************************
 GR0726  DESIGNATION -  I 1
 GR0726  PID         -  GR0726
 GR0726  STATE/COUNTY-  NV/CLARK
 GR0726  USGS QUAD   -  MOAPA EAST (1983)
 GR0726
 GR0726                         *CURRENT SURVEY CONTROL
 GR0726  ___________________________________________________________________
 GR0726* NAD 83(1994)-  36 40 19.04014(N)    114 37 29.60118(W)     ADJUSTED  
 GR0726* NAVD 88     -       508.852  (meters)    1669.46   (feet)  POSTED    
 GR0726  ___________________________________________________________________
 GR0726  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 GR0726  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 GR0726  DYNAMIC HT  -         508.370 (meters)    1667.88  (feet)  COMP
 GR0726  MODELED GRAV-     979,661.2   (mgal)                       NAVD 88
 GR0726
 GR0726  HORZ ORDER  -  SECOND
 GR0726  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0726
 GR0726.The horizontal coordinates were established by classical geodetic methods
 GR0726.and adjusted by the National Geodetic Survey in June 1998..
 GR0726
 GR0726.The orthometric height was determined by differential leveling
 GR0726.and adjusted by the National Geodetic Survey in 1992..
 GR0726.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0726.rate of 4.1 thru 8.0 mm/km.
 GR0726.WARNING-Repeat measurements at this control monument indicate possible
 GR0726.vertical movement.
 GR0726
 GR0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0726
 GR0726.The geoid height was determined by GEOID03.
 GR0726
 GR0726.The dynamic height is computed by dividing the NAVD 88
 GR0726.geopotential number by the normal gravity value computed on the
 GR0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0726.degrees latitude (g = 980.6199 gals.).
 GR0726
 GR0726.The modeled gravity was interpolated from observed gravity values.
 GR0726
 GR0726;                    North         East     Units Scale Factor Converg.
 GR0726;SPC NV E     - 8,213,654.702   285,670.398   MT  0.99999039   +0 34 20.8
 GR0726;SPC NV E     -26,947,632.13    937,236.96   sFT  0.99999039   +0 34 20.8
 GR0726;UTM  11      - 4,061,110.590   712,249.978   MT  1.00015505   +1 25 08.5
 GR0726
 GR0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0726!SPC NV E     -   0.99992438  x   0.99999039  =   0.99991477
 GR0726!UTM  11      -   0.99992438  x   1.00015505  =   1.00007942
 GR0726
 GR0726                          SUPERSEDED SURVEY CONTROL
 GR0726
 GR0726  NAD 83(1994)-  36 40 19.03968(N)    114 37 29.59918(W) AD(       ) 2
 GR0726  NAD 83(1992)-  36 40 19.03905(N)    114 37 29.59961(W) AD(       ) 2
 GR0726  NAD 83(1986)-  36 40 19.03228(N)    114 37 29.59328(W) AD(       ) 2
 GR0726  NAD 27      -  36 40 19.12200(N)    114 37 26.62900(W) AD(       ) 2
 GR0726  NGVD 29 (??/??/92)  508.19   (m)         1667.3    (f) COMPUTED    1 1
 GR0726
 GR0726.Superseded values are not recommended for survey control.
 GR0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0726.See file dsdata.txt to determine how the superseded data were derived.
 GR0726
 GR0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1225061111(NAD 83)
 GR0726_MARKER: P = PIPE CAP
 GR0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0726_STAMPING: I 1
 GR0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0726+STABILITY: SURFACE MOTION
 GR0726
 GR0726  HISTORY     - Date     Condition        Report By
 GR0726  HISTORY     - 1925     MONUMENTED       CGS
 GR0726  HISTORY     - 1941     GOOD             NGS
 GR0726  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0726
 GR0726                          STATION DESCRIPTION
 GR0726
 GR0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 GR0726'BENCH MARK I 1 IS A STEEL PIPE WITH BRONZE CAP.  THE PIPE
 GR0726'WAS RUSTED OFF AT THE TOP OF THE GROUND AND WAS REPLACED AS
 GR0726'NEARLY AS POSSIBLE.  A HOLE WAS DUG AROUND THE PIPE AND CONCRETE
 GR0726'POURED UP ABOVE THE BREAK.  THIS BENCH MARK IS SUFFICIENTLY
 GR0726'CLOSE FOR POSITION, BUT SHOULD NOT BE USED AS A PRECISE LEVEL
 GR0726'BENCH MARK.
 GR0726
 GR0726                          STATION RECOVERY (1941)
 GR0726
 GR0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 GR0726'IN MOAPA.
 GR0726'BENCH MARK IS ABOUT 525 FEET NORTHWEST OF THE MAIN TRACKS OF THE UNION
 GR0726'PACIFIC RAILROAD.  ABOUT 225 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GR0726'THE MOAPA SCHOOL BUILDING.  102 FEET NORTH OF TRIANGULATION STATION,
 GR0726'MOAPA LAPLACE 1925.  ON THE NORTH END OF A FLAT KNOLL.  3.0 FEET NORTH
 GR0726'OF A 5-INCH CONCRETE POST PAINTED WHITE PROJECTING 2.0 FOOT. STD.
 GR0726'BRASS CAP ON A 3-INCH IRON PIPE SET IN CONCRETE AND PROJECTING 0.6
 GR0726'FOOT.
 GR0726
 GR0726                          STATION RECOVERY (1982)
 GR0726
 GR0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0727 ***********************************************************************
 GR0727  DESIGNATION -  I 1 RESET
 GR0727  PID         -  GR0727
 GR0727  STATE/COUNTY-  NV/CLARK
 GR0727  USGS QUAD   -  MOAPA EAST (1983)
 GR0727
 GR0727                         *CURRENT SURVEY CONTROL
 GR0727  ___________________________________________________________________
 GR0727* NAD 83(1986)-  36 40 20.     (N)    114 37 29.     (W)     SCALED    
 GR0727* NAVD 88     -       508.852  (meters)    1669.46   (feet)  ADJUSTED  
 GR0727  ___________________________________________________________________
 GR0727  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 GR0727  DYNAMIC HT  -         508.366 (meters)    1667.86  (feet)  COMP
 GR0727  MODELED GRAV-     979,661.9   (mgal)                       NAVD 88
 GR0727
 GR0727  VERT ORDER  -  FIRST     CLASS I
 GR0727
 GR0727.The horizontal coordinates were scaled from a topographic map and have
 GR0727.an estimated accuracy of +/- 6 seconds.
 GR0727
 GR0727.The orthometric height was determined by differential leveling
 GR0727.and adjusted by the National Geodetic Survey in June 1991..
 GR0727
 GR0727.The geoid height was determined by GEOID03.
 GR0727
 GR0727.The dynamic height is computed by dividing the NAVD 88
 GR0727.geopotential number by the normal gravity value computed on the
 GR0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0727.degrees latitude (g = 980.6199 gals.).
 GR0727
 GR0727.The modeled gravity was interpolated from observed gravity values.
 GR0727
 GR0727;                    North         East    Units  Estimated Accuracy
 GR0727;SPC NV E     - 8,213,680.      285,690.      MT  (+/- 180 meters Scaled)
 GR0727
 GR0727                          SUPERSEDED SURVEY CONTROL
 GR0727
 GR0727  NGVD 29 (??/??/92)  508.188  (m)         1667.28   (f) ADJ UNCH    1 1
 GR0727
 GR0727.Superseded values are not recommended for survey control.
 GR0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0727.See file dsdata.txt to determine how the superseded data were derived.
 GR0727
 GR0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA122611(NAD 83)
 GR0727_MARKER: P = PIPE CAP
 GR0727_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0727_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0727_STAMPING: B M I 1
 GR0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0727
 GR0727  HISTORY     - Date     Condition        Report By
 GR0727  HISTORY     - UNK      MONUMENTED       CGS
 GR0727  HISTORY     - 1949     GOOD             NGS
 GR0727  HISTORY     - 1970     GOOD             NGS
 GR0727
 GR0727                          STATION DESCRIPTION
 GR0727
 GR0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0727'IN MOAPA.
 GR0727'AT MOAPA, ABOUT 0.1 MILE SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GR0727'UNION PACIFIC RAILROAD STATION, 77 YARDS SOUTHEAST OF THE SOUTHEAST
 GR0727'CORNER OF THE MOAPA SCHOOL BUILDING, 112.2 FEET NORTH OF TRIANGULATION
 GR0727'STATION MOAPA LA PLACE, 68 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 GR0727'A GULLY, 3.2 FEET NORTH OF A CONCRETE WITNESS POST, AND SCREWED ON THE
 GR0727'TOP OF A 3 1/2-INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING 0.4
 GR0727'FOOT ABOVE THE GROUND.
 GR0727
 GR0727                          STATION RECOVERY (1970)
 GR0727
 GR0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GR0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0995 ***********************************************************************
 KR0995  DESIGNATION -  I 10
 KR0995  PID         -  KR0995
 KR0995  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0995  USGS QUAD   -  NEW EMPIRE (1994)
 KR0995
 KR0995                         *CURRENT SURVEY CONTROL
 KR0995  ___________________________________________________________________
 KR0995* NAD 83(1986)-  39 10 27.     (N)    119 44 28.     (W)     SCALED    
 KR0995* NAVD 88     -      1413.13   (+/-2cm)    4636.2    (feet)  VERTCON   
 KR0995  ___________________________________________________________________
 KR0995  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 KR0995
 KR0995  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0995
 KR0995.The horizontal coordinates were scaled from a topographic map and have
 KR0995.an estimated accuracy of +/- 6 seconds.
 KR0995
 KR0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0995.The vertical order pertains to the NGVD 29 superseded value.
 KR0995
 KR0995.The geoid height was determined by GEOID03.
 KR0995
 KR0995;                    North         East    Units  Estimated Accuracy
 KR0995;SPC NV W     - 4,491,570.      699,960.      MT  (+/- 180 meters Scaled)
 KR0995
 KR0995                          SUPERSEDED SURVEY CONTROL
 KR0995
 KR0995  NGVD 29 (??/??/92) 1412.025  (m)         4632.62   (f) ADJ UNCH    1 2
 KR0995
 KR0995.Superseded values are not recommended for survey control.
 KR0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0995.See file dsdata.txt to determine how the superseded data were derived.
 KR0995
 KR0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD632396(NAD 83)
 KR0995_MARKER: DB = BENCH MARK DISK
 KR0995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0995_SP_SET: CULVERT
 KR0995_STAMPING: I 10 1915 4632.507
 KR0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0995
 KR0995  HISTORY     - Date     Condition        Report By
 KR0995  HISTORY     - 1915     MONUMENTED       CGS
 KR0995  HISTORY     - 1952     GOOD             NGS
 KR0995  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR0995
 KR0995                          STATION DESCRIPTION
 KR0995
 KR0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KR0995'1.7 MI NE FROM CARSON CITY.
 KR0995'1.7 MILES NORTHEAST ALONG U. S. HIGHWAY 50 FROM THE POST OFFICE AT
 KR0995'CARSON CITY, AT A DOUBLE 24-INCH CORRUGATED PIPE CULVERT WHICH WAS
 KR0995'FORMERLY UNDER A HIGHWAY, IN THE TOP OF A HEAD WALL, 129.1 FEET
 KR0995'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 46 1/2 FEET SOUTHEAST OF
 KR0995'THE CENTER LINE OF THE ABANDONED VIRGINIA AND TRUCKEE RAILROAD BED,
 KR0995'11.6 FEET SOUTHEAST OF A FENCE, AND ABOUT 2 FEET LOWER THAN THE
 KR0995'HIGHWAY.
 KR0995
 KR0995                          STATION RECOVERY (2003)
 KR0995
 KR0995'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0995'NEW HEADWALL AND NEW HIGHWAY NV530
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0377 ***********************************************************************
 KR0377  DESIGNATION -  I 11
 KR0377  PID         -  KR0377
 KR0377  STATE/COUNTY-  NV/LYON
 KR0377  USGS QUAD   -  WEBER RESERVOIR (1987)
 KR0377
 KR0377                         *CURRENT SURVEY CONTROL
 KR0377  ___________________________________________________________________
 KR0377* NAD 83(1986)-  39 06 21.     (N)    118 59 10.     (W)     SCALED    
 KR0377* NAVD 88     -      1303.87   (+/-2cm)    4277.8    (feet)  VERTCON   
 KR0377  ___________________________________________________________________
 KR0377  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 KR0377
 KR0377  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0377
 KR0377.The horizontal coordinates were scaled from a topographic map and have
 KR0377.an estimated accuracy of +/- 6 seconds.
 KR0377
 KR0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0377.The vertical order pertains to the NGVD 29 superseded value.
 KR0377
 KR0377.The geoid height was determined by GEOID03.
 KR0377
 KR0377;                    North         East    Units  Estimated Accuracy
 KR0377;SPC NV W     - 4,483,420.      765,160.      MT  (+/- 180 meters Scaled)
 KR0377
 KR0377                          SUPERSEDED SURVEY CONTROL
 KR0377
 KR0377  NGVD 29 (??/??/92) 1302.861  (m)         4274.47   (f) ADJ UNCH    1 2
 KR0377
 KR0377.Superseded values are not recommended for survey control.
 KR0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0377.See file dsdata.txt to determine how the superseded data were derived.
 KR0377
 KR0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD282303(NAD 83)
 KR0377_MARKER: DB = BENCH MARK DISK
 KR0377_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0377_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0377_STAMPING: I 11 1915 4274.473
 KR0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0377
 KR0377  HISTORY     - Date     Condition        Report By
 KR0377  HISTORY     - 1915     MONUMENTED       CGS
 KR0377  HISTORY     - 1953     GOOD             NGS
 KR0377
 KR0377                          STATION DESCRIPTION
 KR0377
 KR0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0377'11.1 MI E FROM WABUSKA.
 KR0377'11.1 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0377'STATION AT WABUSKA, 0.1 MILE (3 POLES) SOUTHEAST OF MILEPOLE 339, AT
 KR0377'THE NORTHEAST EDGE OF A SMALL DRY LAKE, 29.2 FEET SOUTHWEST OF THE
 KR0377'SOUTHWEST RAIL, 11 1/2 FEET SOUTHWEST OF A TELEGRAPH POLE, 3 1/2 FEET
 KR0377'SOUTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK,
 KR0377'AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE
 KR0377'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0476 ***********************************************************************
 HQ0476  DESIGNATION -  I 16
 HQ0476  PID         -  HQ0476
 HQ0476  STATE/COUNTY-  NV/NYE
 HQ0476  USGS QUAD   -  SPRINGDALE (1986)
 HQ0476
 HQ0476                         *CURRENT SURVEY CONTROL
 HQ0476  ___________________________________________________________________
 HQ0476* NAD 83(1986)-  37 02 08.     (N)    116 45 17.     (W)     SCALED    
 HQ0476* NAVD 88     -      1177.616  (meters)    3863.56   (feet)  POSTED    
 HQ0476  ___________________________________________________________________
 HQ0476  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 HQ0476  DYNAMIC HT  -        1176.340 (meters)    3859.38  (feet)  COMP
 HQ0476  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 HQ0476
 HQ0476  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HQ0476
 HQ0476.The horizontal coordinates were scaled from a topographic map and have
 HQ0476.an estimated accuracy of +/- 6 seconds.
 HQ0476
 HQ0476.The orthometric height was determined by differential leveling
 HQ0476.and adjusted by the National Geodetic Survey in 1992..
 HQ0476.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HQ0476.rate of 0.0 thru 1.0 mm/km.
 HQ0476
 HQ0476.The geoid height was determined by GEOID03.
 HQ0476
 HQ0476.The dynamic height is computed by dividing the NAVD 88
 HQ0476.geopotential number by the normal gravity value computed on the
 HQ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0476.degrees latitude (g = 980.6199 gals.).
 HQ0476
 HQ0476.The modeled gravity was interpolated from observed gravity values.
 HQ0476
 HQ0476;                    North         East    Units  Estimated Accuracy
 HQ0476;SPC NV C     - 6,253,580.      492,170.      MT  (+/- 180 meters Scaled)
 HQ0476
 HQ0476                          SUPERSEDED SURVEY CONTROL
 HQ0476
 HQ0476.No superseded survey control is available for this station.
 HQ0476
 HQ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA218988(NAD 83)
 HQ0476_MARKER: P = PIPE CAP
 HQ0476_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0476_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0476_STAMPING: 3860.386
 HQ0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0476
 HQ0476  HISTORY     - Date     Condition        Report By
 HQ0476  HISTORY     - UNK      MONUMENTED       CGS
 HQ0476  HISTORY     - 1952     GOOD             NGS
 HQ0476  HISTORY     - 1984     MARK NOT FOUND   USGS
 HQ0476
 HQ0476                          STATION DESCRIPTION
 HQ0476
 HQ0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0476'AT PIONEER.
 HQ0476'AT PIONEER, NYE COUNTY, ON THE OLD ABANDONED BULLFROG GOLDFIELD
 HQ0476'RAILROAD, AT MILEPOST 180, AND 115 FEET WEST OF THE CENTER
 HQ0476'LINE OF THE OLD ROADBED.  A STANDARD CAP, STAMPED 3860.386 AND
 HQ0476'FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1.5
 HQ0476'FEET ABOVE GROUND.
 HQ0476
 HQ0476                          STATION RECOVERY (1984)
 HQ0476
 HQ0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0049 ***********************************************************************
 HP0049  DESIGNATION -  I 2
 HP0049  PID         -  HP0049
 HP0049  STATE/COUNTY-  NV/LINCOLN
 HP0049  USGS QUAD   -  ELGIN (1980)
 HP0049
 HP0049                         *CURRENT SURVEY CONTROL
 HP0049  ___________________________________________________________________
 HP0049* NAD 83(1986)-  37 22 17.     (N)    114 32 58.     (W)     SCALED    
 HP0049* NAVD 88     -      1056.949  (meters)    3467.67   (feet)  POSTED    
 HP0049  ___________________________________________________________________
 HP0049  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 HP0049  DYNAMIC HT  -        1055.820 (meters)    3463.97  (feet)  COMP
 HP0049  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 HP0049
 HP0049  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0049
 HP0049.The horizontal coordinates were scaled from a topographic map and have
 HP0049.an estimated accuracy of +/- 6 seconds.
 HP0049
 HP0049.The orthometric height was determined by differential leveling
 HP0049.and adjusted by the National Geodetic Survey in 1992..
 HP0049.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0049.rate of 1.1 thru 2.0 mm/km.
 HP0049
 HP0049.The geoid height was determined by GEOID03.
 HP0049
 HP0049.The dynamic height is computed by dividing the NAVD 88
 HP0049.geopotential number by the normal gravity value computed on the
 HP0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0049.degrees latitude (g = 980.6199 gals.).
 HP0049
 HP0049.The modeled gravity was interpolated from observed gravity values.
 HP0049
 HP0049;                    North         East    Units  Estimated Accuracy
 HP0049;SPC NV E     - 8,291,340.      291,570.      MT  (+/- 180 meters Scaled)
 HP0049
 HP0049                          SUPERSEDED SURVEY CONTROL
 HP0049
 HP0049  NGVD 29 (??/??/92) 1056.034  (m)         3464.67   (f) ADJ UNCH    1 2
 HP0049
 HP0049.Superseded values are not recommended for survey control.
 HP0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0049.See file dsdata.txt to determine how the superseded data were derived.
 HP0049
 HP0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB169388(NAD 83)
 HP0049_MARKER: Z = SEE DESCRIPTION
 HP0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HP0049_SP_SET: PIER
 HP0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0049
 HP0049  HISTORY     - Date     Condition        Report By
 HP0049  HISTORY     - UNK      MONUMENTED       CGS
 HP0049  HISTORY     - 1950     GOOD             NGS
 HP0049  HISTORY     - 1967     GOOD             USGS
 HP0049
 HP0049                          STATION DESCRIPTION
 HP0049
 HP0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HP0049'IN ELGIN.
 HP0049'AT ELGIN, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD, 16 FEET EAST
 HP0049'OF THE CENTER LINE OF THE MAIN TRACK, AND ON THE STEEL BASE OF THE
 HP0049'WEST ONE OF THREE SOUTH TANK COLUMNS WITH THE LETTERS USBM CUT IN THE
 HP0049'FACE OF THE CONCRETE PIER.  THE SURFACE WITHIN AN OUTLINED SQUARE.
 HP0049
 HP0049                          STATION RECOVERY (1967)
 HP0049
 HP0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HP0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0204 ***********************************************************************
 MT0204  DESIGNATION -  I 4
 MT0204  PID         -  MT0204
 MT0204  STATE/COUNTY-  NV/ELKO
 MT0204  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0204
 MT0204                         *CURRENT SURVEY CONTROL
 MT0204  ___________________________________________________________________
 MT0204* NAD 83(1986)-  41 07 03.     (N)    114 48 50.     (W)     SCALED    
 MT0204* NAVD 88     -      1878.996  (meters)    6164.67   (feet)  POSTED    
 MT0204  ___________________________________________________________________
 MT0204  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 MT0204  DYNAMIC HT  -        1877.400 (meters)    6159.44  (feet)  COMP
 MT0204  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 MT0204
 MT0204  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MT0204
 MT0204.The horizontal coordinates were scaled from a topographic map and have
 MT0204.an estimated accuracy of +/- 6 seconds.
 MT0204
 MT0204.The orthometric height was determined by differential leveling
 MT0204.and adjusted by the National Geodetic Survey in 1992..
 MT0204.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MT0204.rate of 1.1 thru 2.0 mm/km.
 MT0204
 MT0204.The geoid height was determined by GEOID03.
 MT0204
 MT0204.The dynamic height is computed by dividing the NAVD 88
 MT0204.geopotential number by the normal gravity value computed on the
 MT0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0204.degrees latitude (g = 980.6199 gals.).
 MT0204
 MT0204.The modeled gravity was interpolated from observed gravity values.
 MT0204
 MT0204;                    North         East    Units  Estimated Accuracy
 MT0204;SPC NV E     - 8,706,980.      264,620.      MT  (+/- 180 meters Scaled)
 MT0204
 MT0204                          SUPERSEDED SURVEY CONTROL
 MT0204
 MT0204  NGVD 29 (??/??/92) 1877.821  (m)         6160.82   (f) ADJ UNCH    1 2
 MT0204
 MT0204.Superseded values are not recommended for survey control.
 MT0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0204.See file dsdata.txt to determine how the superseded data were derived.
 MT0204
 MT0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF835541(NAD 83)
 MT0204_MARKER: Z = SEE DESCRIPTION
 MT0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0204+STABILITY: SURFACE MOTION
 MT0204
 MT0204  HISTORY     - Date     Condition        Report By
 MT0204  HISTORY     - UNK      MONUMENTED       CGS
 MT0204  HISTORY     - 1911     GOOD             NGS
 MT0204  HISTORY     - 1953     MARK NOT FOUND   NGS
 MT0204
 MT0204                          STATION DESCRIPTION
 MT0204
 MT0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1911
 MT0204'IN MOOR.
 MT0204'MOOR, 10 METERS WEST OF STATION, 1 METER NORTH OF WHITE TELEGRAPH
 MT0204'POLE, 15 METERS NORTH OF MAIN TRACK AND ABOUT 1.5 METERS BELOW IT, IN
 MT0204'TOP OF STONE POST.  BOTTOM OF SQUARE HOLE.
 MT0204
 MT0204                          STATION RECOVERY (1953)
 MT0204
 MT0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 MT0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0433 ***********************************************************************
 LQ0433  DESIGNATION -  I 5
 LQ0433  PID         -  LQ0433
 LQ0433  STATE/COUNTY-  NV/ELKO
 LQ0433  USGS QUAD   -  ELKO WEST (1975)
 LQ0433
 LQ0433                         *CURRENT SURVEY CONTROL
 LQ0433  ___________________________________________________________________
 LQ0433* NAD 83(1986)-  40 48 00.     (N)    115 50 13.     (W)     SCALED    
 LQ0433* NAVD 88     -      1534.471  (meters)    5034.34   (feet)  ADJUSTED  
 LQ0433  ___________________________________________________________________
 LQ0433  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 LQ0433  DYNAMIC HT  -        1533.191 (meters)    5030.14  (feet)  COMP
 LQ0433  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 LQ0433
 LQ0433  VERT ORDER  -  FIRST     CLASS II
 LQ0433
 LQ0433.The horizontal coordinates were scaled from a topographic map and have
 LQ0433.an estimated accuracy of +/- 6 seconds.
 LQ0433
 LQ0433.The orthometric height was determined by differential leveling
 LQ0433.and adjusted by the National Geodetic Survey in June 1991..
 LQ0433.WARNING-Repeat measurements at this control monument indicate possible
 LQ0433.vertical movement.
 LQ0433
 LQ0433.The geoid height was determined by GEOID03.
 LQ0433
 LQ0433.The dynamic height is computed by dividing the NAVD 88
 LQ0433.geopotential number by the normal gravity value computed on the
 LQ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0433.degrees latitude (g = 980.6199 gals.).
 LQ0433
 LQ0433.The modeled gravity was interpolated from observed gravity values.
 LQ0433
 LQ0433;                    North         East    Units  Estimated Accuracy
 LQ0433;SPC NV E     - 8,671,470.      178,600.      MT  (+/- 180 meters Scaled)
 LQ0433
 LQ0433                          SUPERSEDED SURVEY CONTROL
 LQ0433
 LQ0433.No superseded survey control is available for this station.
 LQ0433
 LQ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF981172(NAD 83)
 LQ0433_MARKER: P = PIPE CAP
 LQ0433_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LQ0433_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LQ0433_STAMPING: I 5 5030.738
 LQ0433_MARK LOGO: CGS   
 LQ0433_PROJECTION: PROJECTING 12 CENTIMETERS
 LQ0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0433+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002
 LQ0433_ROD/PIPE-DEPTH: 1.1  meters
 LQ0433
 LQ0433  HISTORY     - Date     Condition        Report By
 LQ0433  HISTORY     - UNK      MONUMENTED       CGS
 LQ0433  HISTORY     - 1953     GOOD             NGS
 LQ0433  HISTORY     - 1984     GOOD             NGS
 LQ0433  HISTORY     - 20020108 GOOD             NVGS
 LQ0433
 LQ0433                          STATION DESCRIPTION
 LQ0433
 LQ0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0433'4.5 MI SW FROM ELKO.
 LQ0433'4.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LQ0433'THE STATION AT ELKO, 0.5 MILE (19 POLES) NORTHEAST OF MILEPOLE 551, 23
 LQ0433'RAILS SOUTHWEST OF SMALL WOODEN BRIDGE 551.73, 180.8 FEET SOUTHEAST OF
 LQ0433'THE CENTER LINE OF U.S. HIGHWAY 40, 120.9 FEET SOUTHEAST OF A FENCE,
 LQ0433'48.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 1/2 FEET NORTHWEST OF A
 LQ0433'TELEGRAPH POLE, 1.5 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT
 LQ0433'LOWER THAN THE TRACK, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE
 LQ0433'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LQ0433
 LQ0433                          STATION RECOVERY (1984)
 LQ0433
 LQ0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0433'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.15 KM
 LQ0433'(3.85 MI) SOUTHWEST ALONG OLD US HIGHWAY 40 (IDAHO STREET) FROM THE
 LQ0433'COURTHOUSE AT ELKO, THENCE 1.5 KM (0.95 MI) SOUTHWEST ALONG INTERSTATE
 LQ0433'80, 0.7 KM (0.45 MI) SOUTHWEST OF MILEPOST 298, 55.1 METERS (181 FT)
 LQ0433'SOUTHEAST ACROSS THE FRONTAGE ROAD FROM THE EAST BOUND HIGHWAY
 LQ0433'CENTERLINE, 31.1 METERS (102 FT) SOUTHEAST OF THE CENTER OF THE
 LQ0433'FRONTAGE ROAD, 14.8 METERS (48.5 FT) NORTHWEST OF THE NORTHWEST RAIL
 LQ0433'AND 1.0 METER (3.5 FT) NORTHWEST OF THE SIXTH TELEPHONE POLE SOUTHWEST
 LQ0433'OF A SMALL WOODEN RAILROAD BRIDGE.
 LQ0433'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 LQ0433'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 LQ0433
 LQ0433                          STATION RECOVERY (2002)
 LQ0433
 LQ0433'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 LQ0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0010 ***********************************************************************
 LS0010  DESIGNATION -  I 7
 LS0010  PID         -  LS0010
 LS0010  STATE/COUNTY-  NV/PERSHING
 LS0010  USGS QUAD   -  RYE PATCH RES SOUTH (1971)
 LS0010
 LS0010                         *CURRENT SURVEY CONTROL
 LS0010  ___________________________________________________________________
 LS0010* NAD 83(1986)-  40 35 57.     (N)    118 15 16.     (W)     SCALED    
 LS0010* NAVD 88     -      1291.182  (meters)    4236.15   (feet)  ADJUSTED  
 LS0010  ___________________________________________________________________
 LS0010  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 LS0010  DYNAMIC HT  -        1290.178 (meters)    4232.86  (feet)  COMP
 LS0010  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 LS0010
 LS0010  VERT ORDER  -  FIRST     CLASS II
 LS0010
 LS0010.The horizontal coordinates were scaled from a topographic map and have
 LS0010.an estimated accuracy of +/- 6 seconds.
 LS0010
 LS0010.The orthometric height was determined by differential leveling
 LS0010.and adjusted by the National Geodetic Survey in June 1991..
 LS0010
 LS0010.The geoid height was determined by GEOID03.
 LS0010
 LS0010.The dynamic height is computed by dividing the NAVD 88
 LS0010.geopotential number by the normal gravity value computed on the
 LS0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0010.degrees latitude (g = 980.6199 gals.).
 LS0010
 LS0010.The modeled gravity was interpolated from observed gravity values.
 LS0010
 LS0010;                    North         East    Units  Estimated Accuracy
 LS0010;SPC NV W     - 4,649,190.      827,840.      MT  (+/- 180 meters Scaled)
 LS0010
 LS0010                          SUPERSEDED SURVEY CONTROL
 LS0010
 LS0010  NGVD 29 (??/??/92) 1290.200  (m)         4232.93   (f) ADJ UNCH    1 2
 LS0010
 LS0010.Superseded values are not recommended for survey control.
 LS0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0010.See file dsdata.txt to determine how the superseded data were derived.
 LS0010
 LS0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE938950(NAD 83)
 LS0010_MARKER: DB = BENCH MARK DISK
 LS0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LS0010_SP_SET: FOUNDATION
 LS0010_STAMPING: 4232.203
 LS0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LS0010
 LS0010  HISTORY     - Date     Condition        Report By
 LS0010  HISTORY     - 1914     MONUMENTED       CGS
 LS0010  HISTORY     - 1953     GOOD             CGS
 LS0010
 LS0010                          STATION DESCRIPTION
 LS0010
 LS0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0010'IN HUMBOLDT.
 LS0010'AT HUMBOLDT, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, AT THE
 LS0010'SIGNAL MAINTENANCE HOUSE, SET VERTICALLY IN THE EAST CONCRETE FACE OF
 LS0010'THE CONCRETE FOUNDATION, 97.4 FEET WEST OF THE WEST RAIL OF THE MAIN
 LS0010'TRACK, 13.9 FEET SOUTH OF THE NORTHEAST CORNER OF THE FOUNDATION, AND
 LS0010'0.8 FOOT ABOVE THE GROUND.  NOTE-- THE OLD DESCRIPTION SHOWS THAT THIS
 LS0010'MARK IS STAMPED 4232.603.  THE ABOVE STAMPING IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0454 ***********************************************************************
 KR0454  DESIGNATION -  I 8
 KR0454  PID         -  KR0454
 KR0454  STATE/COUNTY-  NV/CHURCHILL
 KR0454  USGS QUAD   -  SODA LAKE WEST (1985)
 KR0454
 KR0454                         *CURRENT SURVEY CONTROL
 KR0454  ___________________________________________________________________
 KR0454* NAD 83(1986)-  39 36 13.     (N)    118 57 59.     (W)     SCALED    
 KR0454* NAVD 88     -      1212.80   (+/-2cm)    3979.0    (feet)  VERTCON   
 KR0454  ___________________________________________________________________
 KR0454  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KR0454
 KR0454  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0454
 KR0454.The horizontal coordinates were scaled from a topographic map and have
 KR0454.an estimated accuracy of +/- 6 seconds.
 KR0454
 KR0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0454.The vertical order pertains to the NGVD 29 superseded value.
 KR0454
 KR0454.The geoid height was determined by GEOID03.
 KR0454
 KR0454;                    North         East    Units  Estimated Accuracy
 KR0454;SPC NV W     - 4,538,680.      767,100.      MT  (+/- 180 meters Scaled)
 KR0454
 KR0454                          SUPERSEDED SURVEY CONTROL
 KR0454
 KR0454  NGVD 29 (??/??/92) 1211.857  (m)         3975.90   (f) ADJ UNCH    1 2
 KR0454
 KR0454.Superseded values are not recommended for survey control.
 KR0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0454.See file dsdata.txt to determine how the superseded data were derived.
 KR0454
 KR0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD311856(NAD 83)
 KR0454_MARKER: DB = BENCH MARK DISK
 KR0454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0454_SP_SET: ABUTMENT
 KR0454_STAMPING: 3975.642
 KR0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0454
 KR0454  HISTORY     - Date     Condition        Report By
 KR0454  HISTORY     - UNK      MONUMENTED       CGS
 KR0454  HISTORY     - 1953     GOOD             NGS
 KR0454
 KR0454                          STATION DESCRIPTION
 KR0454
 KR0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0454'0.7 MI NE FROM MASSIE.
 KR0454'0.7 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0454'THE WATER TANK AT MASSIE, AT WOODEN BRIDGE 293.25, IN THE TOP OF THE
 KR0454'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT, 7.1 FEET NORTHWEST
 KR0454'OF THE NORTHWEST RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE TOP OF THE
 KR0454'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1302 ***********************************************************************
 KR1302  DESIGNATION -  I 9
 KR1302  PID         -  KR1302
 KR1302  STATE/COUNTY-  NV/WASHOE
 KR1302  USGS QUAD   -  RENO (1982)
 KR1302
 KR1302                         *CURRENT SURVEY CONTROL
 KR1302  ___________________________________________________________________
 KR1302* NAD 83(1986)-  39 32 16.     (N)    119 48 50.     (W)     SCALED    
 KR1302* NAVD 88     -      1390.200  (meters)    4561.01   (feet)  ADJUSTED  
 KR1302  ___________________________________________________________________
 KR1302  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 KR1302  DYNAMIC HT  -        1388.941 (meters)    4556.88  (feet)  COMP
 KR1302  MODELED GRAV-     979,673.2   (mgal)                       NAVD 88
 KR1302
 KR1302  VERT ORDER  -  FIRST     CLASS II
 KR1302
 KR1302.The horizontal coordinates were scaled from a topographic map and have
 KR1302.an estimated accuracy of +/- 6 seconds.
 KR1302
 KR1302.The orthometric height was determined by differential leveling
 KR1302.and adjusted by the National Geodetic Survey in June 1991..
 KR1302
 KR1302.The geoid height was determined by GEOID03.
 KR1302
 KR1302.The dynamic height is computed by dividing the NAVD 88
 KR1302.geopotential number by the normal gravity value computed on the
 KR1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1302.degrees latitude (g = 980.6199 gals.).
 KR1302
 KR1302.The modeled gravity was interpolated from observed gravity values.
 KR1302
 KR1302;                    North         East    Units  Estimated Accuracy
 KR1302;SPC NV W     - 4,532,020.      694,220.      MT  (+/- 180 meters Scaled)
 KR1302
 KR1302                          SUPERSEDED SURVEY CONTROL
 KR1302
 KR1302  NGVD 29 (??/??/92) 1389.130  (m)         4557.50   (f) ADJ UNCH    1 2
 KR1302
 KR1302.Superseded values are not recommended for survey control.
 KR1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1302.See file dsdata.txt to determine how the superseded data were derived.
 KR1302
 KR1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD581802(NAD 83)
 KR1302_MARKER: DD = SURVEY DISK
 KR1302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1302_SP_SET: BUILDING
 KR1302_STAMPING: 4557.402
 KR1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KR1302+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 KR1302
 KR1302  HISTORY     - Date     Condition        Report By
 KR1302  HISTORY     - UNK      MONUMENTED       USGS
 KR1302  HISTORY     - 1947     GOOD             NGS
 KR1302  HISTORY     - 20030919 GOOD             USPSQD
 KR1302  HISTORY     - 20050124 GOOD             NGS
 KR1302
 KR1302                          STATION DESCRIPTION
 KR1302
 KR1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KR1302'IN RENO.
 KR1302'AT RENO, AT THE UNIVERSITY OF NEVADA, SET VERTICALLY IN THE EAST FACE
 KR1302'AND AT THE NORTHEAST CORNER OF THE ADMINISTRATION BUILDING, 1.1 FEET
 KR1302'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING AND 7.1 FEET ABOVE THE
 KR1302'GROUND.
 KR1302
 KR1302                          STATION RECOVERY (2003)
 KR1302
 KR1302'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 KR1302'RECOVERED IN GOOD CONDITION.
 KR1302
 KR1302                          STATION RECOVERY (2005)
 KR1302
 KR1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 KR1302'BUILDING IS NOW KNOWN AS MORRILL HALL ALUMNI CENTER AND IS AT SOUTH
 KR1302'END OF CAMPUS QUADRANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0047 ***********************************************************************
 MU0047  DESIGNATION -  I5428 08
 MU0047  PID         -  MU0047
 MU0047  STATE/COUNTY-  NV/ELKO
 MU0047  USGS QUAD   -  OWYHEE (1971)
 MU0047
 MU0047                         *CURRENT SURVEY CONTROL
 MU0047  ___________________________________________________________________
 MU0047* NAD 83(1986)-  41 55 28.     (N)    116 05 12.     (W)     SCALED    
 MU0047* NAVD 88     -      1655.619  (meters)    5431.81   (feet)  ADJUSTED  
 MU0047  ___________________________________________________________________
 MU0047  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 MU0047  DYNAMIC HT  -        1654.418 (meters)    5427.87  (feet)  COMP
 MU0047  MODELED GRAV-     979,838.4   (mgal)                       NAVD 88
 MU0047
 MU0047  VERT ORDER  -  SECOND    CLASS 0
 MU0047
 MU0047.The horizontal coordinates were scaled from a topographic map and have
 MU0047.an estimated accuracy of +/- 6 seconds.
 MU0047
 MU0047.The orthometric height was determined by differential leveling
 MU0047.and adjusted by the National Geodetic Survey in June 1991..
 MU0047
 MU0047.The geoid height was determined by GEOID03.
 MU0047
 MU0047.The dynamic height is computed by dividing the NAVD 88
 MU0047.geopotential number by the normal gravity value computed on the
 MU0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0047.degrees latitude (g = 980.6199 gals.).
 MU0047
 MU0047.The modeled gravity was interpolated from observed gravity values.
 MU0047
 MU0047;                    North         East    Units  Estimated Accuracy
 MU0047;SPC NV E     - 8,796,430.      158,250.      MT  (+/- 180 meters Scaled)
 MU0047
 MU0047                          SUPERSEDED SURVEY CONTROL
 MU0047
 MU0047  NGVD 29 (??/??/92) 1654.45   (m)         5428.0    (f) COMPUTED    2 0
 MU0047
 MU0047.Superseded values are not recommended for survey control.
 MU0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0047.See file dsdata.txt to determine how the superseded data were derived.
 MU0047
 MU0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG757417(NAD 83)
 MU0047_MARKER: DD = SURVEY DISK
 MU0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MU0047_SP_SET: DAM
 MU0047_STAMPING: I 5428 08
 MU0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0047
 MU0047  HISTORY     - Date     Condition        Report By
 MU0047  HISTORY     - UNK      MONUMENTED       USGLO
 MU0047  HISTORY     - 1970     GOOD             USGS
 MU0047
 MU0047                          STATION DESCRIPTION
 MU0047
 MU0047'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 MU0047'0.5 MI SE FROM OWYHEE.
 MU0047'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE GRADE SCHOOL AT
 MU0047'OWYHEE, THENCE 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 11 A, THENCE
 MU0047'0.1 MILE SOUTH ALONG A GRAVEL ROAD, IN THE TOP OF THE SOUTH CONCRETE
 MU0047'HEADWALL, AT A DIVERSION DAM, 101.3 FEET SOUTH OF BENCH MARK K 318,
 MU0047'12.4 FEET WEST OF THE HEADGATE VALVE, 1.7 FEET EAST OF THE WEST END OF
 MU0047'THE HEADWALL, AND SET ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0223 ***********************************************************************
 LR0223  DESIGNATION -  I6
 LR0223  PID         -  LR0223
 LR0223  STATE/COUNTY-  NV/LANDER
 LR0223  USGS QUAD   -  ARGENTA (1985)
 LR0223
 LR0223                         *CURRENT SURVEY CONTROL
 LR0223  ___________________________________________________________________
 LR0223* NAD 83(1986)-  40 40 20.     (N)    116 39 19.     (W)     SCALED    
 LR0223* NAVD 88     -      1398.668  (meters)    4588.80   (feet)  ADJUSTED  
 LR0223  ___________________________________________________________________
 LR0223  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 LR0223  DYNAMIC HT  -        1397.546 (meters)    4585.12  (feet)  COMP
 LR0223  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 LR0223
 LR0223  VERT ORDER  -  FIRST     CLASS II
 LR0223
 LR0223.The horizontal coordinates were scaled from a topographic map and have
 LR0223.an estimated accuracy of +/- 6 seconds.
 LR0223
 LR0223.The orthometric height was determined by differential leveling
 LR0223.and adjusted by the National Geodetic Survey in June 1991..
 LR0223
 LR0223.The geoid height was determined by GEOID03.
 LR0223
 LR0223.The dynamic height is computed by dividing the NAVD 88
 LR0223.geopotential number by the normal gravity value computed on the
 LR0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0223.degrees latitude (g = 980.6199 gals.).
 LR0223
 LR0223.The modeled gravity was interpolated from observed gravity values.
 LR0223
 LR0223;                    North         East    Units  Estimated Accuracy
 LR0223;SPC NV C     - 6,657,250.      500,960.      MT  (+/- 180 meters Scaled)
 LR0223
 LR0223                          SUPERSEDED SURVEY CONTROL
 LR0223
 LR0223  NGVD 29 (??/??/92) 1397.594  (m)         4585.27   (f) ADJ UNCH    1 2
 LR0223
 LR0223.Superseded values are not recommended for survey control.
 LR0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0223.See file dsdata.txt to determine how the superseded data were derived.
 LR0223
 LR0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF291024(NAD 83)
 LR0223_MARKER: Z = SEE DESCRIPTION
 LR0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0223+STABILITY: SURFACE MOTION
 LR0223
 LR0223  HISTORY     - Date     Condition        Report By
 LR0223  HISTORY     - UNK      MONUMENTED       CGS
 LR0223  HISTORY     - 1953     GOOD             NGS
 LR0223  HISTORY     - 1983     MARK NOT FOUND   USGS
 LR0223  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0223
 LR0223                          STATION DESCRIPTION
 LR0223
 LR0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0223'17.1 MI E FROM BATTLE MOUNTAIN.
 LR0223'17.1 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0223'STATION AT BATTLE MOUNTAIN, AT MOSEL SIDING, 2 POLES WEST OF MILEPOLE
 LR0223'493, AT THE CROSSING OF A GRAVELED ROAD, 6 1/4 RAILS EAST OF THE
 LR0223'SIDING SIGN, 194.3 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 LR0223'44.3 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY 40, 41 FEET WEST
 LR0223'OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF A WITNESS POST,
 LR0223'ABOUT 2 FEET LOWER THAN THE MAIN TRACK, AND FLANKED BY THE CHISELED
 LR0223'LETTERS USBM IN THE TOP OF A SANDSTONE POST PROJECTING 1.3 FEET ABOVE
 LR0223'THE GROUND.
 LR0223
 LR0223                          STATION RECOVERY (1983)
 LR0223
 LR0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0223'MARK NOT FOUND.
 LR0223
 LR0223                          STATION RECOVERY (1984)
 LR0223
 LR0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0223'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0903 ***********************************************************************
 LR0903  DESIGNATION -  I80 STA 535+74.46 POT
 LR0903  PID         -  LR0903
 LR0903  STATE/COUNTY-  NV/EUREKA
 LR0903  USGS QUAD   -  BOBS FLAT (1986)
 LR0903
 LR0903                         *CURRENT SURVEY CONTROL
 LR0903  ___________________________________________________________________
 LR0903* NAD 83(1994)-  40 39 35.75471(N)    116 25 06.54500(W)     ADJUSTED  
 LR0903* NAVD 88     -      1564.30   (+/-2cm)    5132.2    (feet)  VERTCON   
 LR0903  ___________________________________________________________________
 LR0903  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 LR0903  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 LR0903
 LR0903  HORZ ORDER  -  SECOND
 LR0903  VERT ORDER  -  THIRD ? (See Below)
 LR0903
 LR0903.The horizontal coordinates were established by classical geodetic methods
 LR0903.and adjusted by the National Geodetic Survey in June 1998..
 LR0903
 LR0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0903.The vertical order pertains to the NGVD 29 superseded value.
 LR0903
 LR0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0903
 LR0903.The geoid height was determined by GEOID03.
 LR0903
 LR0903;                    North         East     Units Scale Factor Converg.
 LR0903;SPC NV E     - 8,656,219.947   129,381.161   MT  0.99996136   -0 32 39.0
 LR0903;SPC NV E     -28,399,614.94    424,478.03   sFT  0.99996136   -0 32 39.0
 LR0903;UTM  11      - 4,501,169.930   549,156.954   MT  0.99962974   +0 22 44.1
 LR0903
 LR0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0903!SPC NV E     -   0.99975775  x   0.99996136  =   0.99971912
 LR0903!UTM  11      -   0.99975775  x   0.99962974  =   0.99938758
 LR0903
 LR0903                          SUPERSEDED SURVEY CONTROL
 LR0903
 LR0903  NAD 83(1986)-  40 39 35.75808(N)    116 25 06.53842(W) AD(       ) 2
 LR0903  NAD 27      -  40 39 36.06762(N)    116 25 03.23806(W) AD(       ) 2
 LR0903  NGVD 29 (07/19/86) 1563.20   (m)         5128.6    (f) LEVELING    3  
 LR0903
 LR0903.Superseded values are not recommended for survey control.
 LR0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0903.See file dsdata.txt to determine how the superseded data were derived.
 LR0903
 LR0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF4915701170(NAD 83)
 LR0903_MARKER: DD = SURVEY DISK
 LR0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0903
 LR0903  HISTORY     - Date     Condition        Report By
 LR0903  HISTORY     - 1974     MONUMENTED       DMA
 LR0903
 LR0903                          STATION DESCRIPTION
 LR0903
 LR0903'DESCRIBED BY DEFENSE MAP AGENCY 1974 (JLW)
 LR0903'MARK IS A NEVADA HIGHWAY DEPARTMENT SURVEY DISK STAMPED 535+74.46
 LR0903'P.O.T. 5128.590 SET IN A CONCRETE POST 7 INCHES IN DIAMETER AND
 LR0903'FLUSH WITH THE GROUND.  IT IS ON TOP OF A CUT EMBANKMENT ON THE
 LR0903'SOUTH SIDE OF U.S. HIGHWAY I-80, 4.5 FEET SOUTH OF THE NORTH EDGE
 LR0903'OF THE CUT.
 LR0903'
 LR0903'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY I-80 AND STATE
 LR0903'ROUTE 21 GO EASTERLY ON U.S. HIGHWAY I-80 FOR 1.2 MILES TO A CUT
 LR0903'EMBANKMENT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0628 ***********************************************************************
 LS0628  DESIGNATION -  IBEX
 LS0628  PID         -  LS0628
 LS0628  STATE/COUNTY-  NV/PERSHING
 LS0628  USGS QUAD   -  JUNIPER CANYON (1982)
 LS0628
 LS0628                         *CURRENT SURVEY CONTROL
 LS0628  ___________________________________________________________________
 LS0628* NAD 83(1994)-  40 34 25.07514(N)    118 45 05.73281(W)     ADJUSTED  
 LS0628* NAVD 88     -      2298.1    (meters)    7540.     (feet)  VERTCON   
 LS0628  ___________________________________________________________________
 LS0628  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 LS0628  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 LS0628
 LS0628  HORZ ORDER  -  FIRST
 LS0628
 LS0628.The horizontal coordinates were established by classical geodetic methods
 LS0628.and adjusted by the National Geodetic Survey in June 1998..
 LS0628
 LS0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0628
 LS0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0628
 LS0628.The geoid height was determined by GEOID03.
 LS0628
 LS0628;                    North         East     Units Scale Factor Converg.
 LS0628;SPC NV W     - 4,646,315.852   785,754.079   MT  0.99990250   -0 06 34.0
 LS0628;SPC NV W     -15,243,787.92  2,577,928.17   sFT  0.99990250   -0 06 34.0
 LS0628;UTM  11      - 4,492,902.189   351,739.609   MT  0.99987057   -1 08 22.2
 LS0628
 LS0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0628!SPC NV W     -   0.99964308  x   0.99990250  =   0.99954561
 LS0628!UTM  11      -   0.99964308  x   0.99987057  =   0.99951369
 LS0628
 LS0628|---------------------------------------------------------------------|
 LS0628| PID    Reference Object                     Distance      Geod. Az  |
 LS0628|                                                           dddmmss.s |
 LS0628| DB7971 IBEX RM 2                             7.394 METERS 17256     |
 LS0628| DB7969 IBEX AZ MK                                         1853859.1 |
 LS0628| DB7970 IBEX RM 1                             7.554 METERS 35553     |
 LS0628|---------------------------------------------------------------------|
 LS0628
 LS0628                          SUPERSEDED SURVEY CONTROL
 LS0628
 LS0628  NAD 83(1986)-  40 34 25.08144(N)    118 45 05.73214(W) AD(       ) 1
 LS0628  NAD 27      -  40 34 25.43100(N)    118 45 02.15100(W) AD(       ) 1
 LS0628  NGVD 29 (10/14/92) 2297.0    (m)         7536.     (f) VERT ANG       
 LS0628
 LS0628.Superseded values are not recommended for survey control.
 LS0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0628.See file dsdata.txt to determine how the superseded data were derived.
 LS0628
 LS0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE5174092902(NAD 83)
 LS0628_MARKER: DS = TRIANGULATION STATION DISK
 LS0628_SETTING: 66 = SET IN ROCK OUTCROP
 LS0628
 LS0628  HISTORY     - Date     Condition        Report By
 LS0628  HISTORY     - 1935     MONUMENTED       CGS
 LS0628  HISTORY     - 1975     GOOD             USGS
 LS0628
 LS0628                          STATION DESCRIPTION
 LS0628
 LS0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 LS0628'STATION IS LOCATED ON A PROMINENT CONE PEAK AT THE NE OF THE
 LS0628'SEVEN TROUGHS RANGE AND IS THE HIGHEST POINT IN THE VICINITY,
 LS0628'ABOUT 2-1/2 MILES N OF THE WILDCAT MINE AND 30 MILES NNW OF
 LS0628'THE TOWN OF LOVELOCK.
 LS0628'
 LS0628'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 LS0628'HOLE IN OUTCROPPING BEDROCK.  REFERENCE
 LS0628'AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING
 LS0628'BEDROCK.
 LS0628'
 LS0628'REACHED FROM LOVELOCK AS FOLLOWS--GO N FROM THE COURTHOUSE
 LS0628'1.5 MILES.  TURN LEFT AND GO W THEN NW ON THE MAIN-TRAVELED
 LS0628'ROAD 16.7 MILES.  TAKE RIGHT FORK (SCOSSA ROAD) AND GO 11.1
 LS0628'MILES.  TURN LEFT AND GO WEST UP THE SLOPE AND INTO THE
 LS0628'CANYON 3.0 MILES.  TAKE THE RIGHT FORK AT OLD BUILDING AND GO
 LS0628'UP THE CANYON 1.1 MILES TO VINE COVERED COTTAGE.  TURN RIGHT
 LS0628'UP THE SIDE CANYON AND GO 1.0 MILE TO THE HIGHEST POINT OF
 LS0628'THE ROAD AND THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK
 LS0628'TRAVEL FOLLOW THE TRAIL TO THE LEFT UP THE RIDGE ABOUT 1
 LS0628'MILE, THENCE LEFT AND ALONG THE RIDGE NW TO THE HIGHEST
 LS0628'POINT OF THE MOUNTAIN, AND THE STATION.  A 1-1/2 HOUR PACK.
 LS0628'
 LS0628'AZIMUTH MARK IS ON THE N SIDE OF THE KNOLL 1/2 MILE S OF STATION.
 LS0628
 LS0628                          STATION RECOVERY (1975)
 LS0628
 LS0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LS0628'RECOVERED AS DESCRIBED BY NGS IN 1935 IN DESCRIPTION LIST 40 118
 LS0628'4, STATION 1011.  ALL MARKS IN GOOD CONDITION.
 LS0628'
 LS0628'NEW TO REACH FOLLOWS--TO REACH FROM PERSHING COUNTY COURTHOUSE
 LS0628'IN LOVELOCK, DRIVE 3.6 MI W. ON WESTERN AVE. TO T-RD. FORK.  TURN
 LS0628'RIGHT FOLLOWING BLACKTOP RD. TO SULPHUR 11.9 MI TO T-RD. FORK.
 LS0628'TAKE RIGHT FORK FOLLOWING GRADED RD. 5.0 MI TO Y-RD. FORK.  TAKE
 LS0628'RIGHT FORK 11.4 MI TO Y-RD. FORK.  TAKE LEFT FORK LEAVING
 LS0628'MAIN-TRAVELED RD. 3.2 MI TO Y-RD. FORK.  TURN RIGHT FOLLOWING
 LS0628'TRACK RD. UP CANYON 1.1 MI TO SHARP TURN RIGHT (4-WHEEL DRIVE
 LS0628'REQUIRED BEYOND THIS POINT).  TURN RIGHT UPHILL 1.2 MI TO Y-RD.
 LS0628'FORK IN SADDLE.  TAKE RIGHT FORK 0.3 MI TO Y-RD. FORK.  TAKE RIGHT
 LS0628'FORK 0.7 MI TO RD. FORK IN SADDLE, CONTINUE STRAIGHT AHEAD 0.3 MI
 LS0628'TO WHERE TRACK RD. CROSSES OVER MAIN RIDGE AND END OF TRUCK
 LS0628'TRAVEL.  PACK N. UP RIDGE TO HIGHEST POINT OF TOP AND STATION.
 LS0628'ABOUT A 20-MINUTE PACK.
 LS0628'
 LS0628'STATION MARK--NGS BRONZE DISK STAMPED---IBEX 1935---, IN SOLID
 LS0628'ROCK.
 LS0628'
 LS0628'RM 1--NGS BRONZE DISK STAMPED---IBEX NO 1 1935---, CEMENTED IN
 LS0628'SOLID ROCK OUTCROP.
 LS0628'
 LS0628'RM 2--NGS BRONZE DISK STAMPED---IBEX NO 2 1935---, CEMENTED IN TOP
 LS0628'OF SOLID ROCK BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1159 ***********************************************************************
 FS1159  DESIGNATION -  IBEX
 FS1159  PID         -  FS1159
 FS1159  STATE/COUNTY-  NV/CLARK
 FS1159  USGS QUAD   -  SEARCHLIGHT SE (1989)
 FS1159
 FS1159                         *CURRENT SURVEY CONTROL
 FS1159  ___________________________________________________________________
 FS1159* NAD 83(1994)-  35 21 54.24427(N)    114 52 16.21909(W)     ADJUSTED  
 FS1159* NAVD 88     -       851.18   (+/-2cm)    2792.6    (feet)  VERTCON   
 FS1159  ___________________________________________________________________
 FS1159  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FS1159  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FS1159
 FS1159  HORZ ORDER  -  SECOND
 FS1159  VERT ORDER  -  THIRD ? (See Below)
 FS1159
 FS1159.The horizontal coordinates were established by classical geodetic methods
 FS1159.and adjusted by the National Geodetic Survey in June 1998..
 FS1159
 FS1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1159.The vertical order pertains to the NGVD 29 superseded value.
 FS1159
 FS1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1159
 FS1159.The geoid height was determined by GEOID03.
 FS1159
 FS1159;                    North         East     Units Scale Factor Converg.
 FS1159;SPC NV E     - 8,068,462.599   264,715.927   MT  0.99995160   +0 24 43.9
 FS1159;SPC NV E     -26,471,281.04    868,488.84   sFT  0.99995160   +0 24 43.9
 FS1159;UTM  11      - 3,915,609.073   693,407.167   MT  1.00006100   +1 13 57.1
 FS1159
 FS1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1159!SPC NV E     -   0.99987099  x   0.99995160  =   0.99982260
 FS1159!UTM  11      -   0.99987099  x   1.00006100  =   0.99993198
 FS1159
 FS1159|---------------------------------------------------------------------|
 FS1159| PID    Reference Object                     Distance      Geod. Az  |
 FS1159|                                                           dddmmss.s |
 FS1159| CC5410 IBEX RM 1                            10.500 METERS 02110     |
 FS1159| CC5411 IBEX RM 2                            11.548 METERS 11722     |
 FS1159| FS0622 A 110                                              3383203.5 |
 FS1159|---------------------------------------------------------------------|
 FS1159
 FS1159                          SUPERSEDED SURVEY CONTROL
 FS1159
 FS1159  NAD 83(1992)-  35 21 54.24455(N)    114 52 16.21775(W) AD(1991.35) 2
 FS1159  NAD 83(1992)-  35 21 54.24328(N)    114 52 16.21118(W) AD(       ) 2
 FS1159  NAD 83(1992)-  35 21 54.24429(N)    114 52 16.22070(W) AD(       ) 2
 FS1159  NAD 83(1986)-  35 21 54.24904(N)    114 52 16.21118(W) AD(       ) 2
 FS1159  NAD 27      -  35 21 54.27200(N)    114 52 13.29600(W) AD(       ) 2
 FS1159  NGVD 29 (05/21/91)  850.39   (m)         2790.0    (f) LEVELING    3  
 FS1159
 FS1159.Superseded values are not recommended for survey control.
 FS1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1159.See file dsdata.txt to determine how the superseded data were derived.
 FS1159
 FS1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9340715609(NAD 83)
 FS1159_MARKER: DS = TRIANGULATION STATION DISK
 FS1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS1159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1159
 FS1159  HISTORY     - Date     Condition        Report By
 FS1159  HISTORY     - 1934     MONUMENTED       CGS
 FS1159  HISTORY     - 1956     GOOD             USGS
 FS1159  HISTORY     - 1957     GOOD             USGS
 FS1159  HISTORY     - 1958     GOOD             CGS
 FS1159  HISTORY     - 1969     GOOD             CGS
 FS1159
 FS1159                          STATION DESCRIPTION
 FS1159
 FS1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1159'THE STATION IS LOCATED 6.9 MILES S OF SEARCHLIGHT, 75 FEET W
 FS1159'OF THE NEEDLES-LAS VEGAS HIGHWAY IN THE NORTHERN END OF PIUTE
 FS1159'VALLEY.
 FS1159'
 FS1159'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 FS1159'SET IN CONCRETE.
 FS1159'
 FS1159'U.S.C. AND G.S. BENCH MARK A 110 IS THE AZIMUTH MARK AND IS
 FS1159'LOCATED 0.25 MILE N ON THE W SIDE OF THE ROAD, 75 FEET FROM
 FS1159'THE ROAD.
 FS1159'
 FS1159'REACHED FROM SEARCHLIGHT AS FOLLOWS--GO S ON THE NEEDLES-LAS
 FS1159'VEGAS HIGHWAY 6.9 MILES, THEN TURN RIGHT OFF ROAD AND GO 75
 FS1159'FEET TO STATION.
 FS1159
 FS1159                          STATION RECOVERY (1956)
 FS1159
 FS1159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FS1159'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 FS1159'AGREE WITH NGS.  NEW TO REACH FOLLOWS.
 FS1159'
 FS1159'TO REACH FROM SEARCHLIGHT, DRIVE 6.0 MI S. ON U.S. HWY. 95.  TURN
 FS1159'LEFT 1.15 MI E. ON DIRT RD. TO ABANDONED NEEDLES-SEARCHLIGHT
 FS1159'HWY.  TURN RIGHT 1.5 MI S. TO STATION.
 FS1159
 FS1159                          STATION RECOVERY (1957)
 FS1159
 FS1159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FS1159'RECOVERED AS DESCRIBED BY NGS AND USGS.  ALL MARKS IN GOOD
 FS1159'CONDITION.
 FS1159
 FS1159                          STATION RECOVERY (1958)
 FS1159
 FS1159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CTH)
 FS1159'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  STATION
 FS1159'AND REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISKS CEMENTED
 FS1159'IN DRILL HOLES IN BURIED STONES, ALL ARE FLUSH WITH THE GROUND
 FS1159'SURFACE.  METHOD OR ROUTE TO STATION AS PREVIOUSLY DESCRIBED IS
 FS1159'NOW OBSOLETE, A NEW ROUTE IS HEREIN DESCRIBED.
 FS1159'
 FS1159'FROM THE EL REY LODGE IN SEARCHLIGHT GO SOUTH ON U.S. 95 FOR
 FS1159'6.0 MI., TURN LEFT, EAST, ON DESERT ROAD FOR 1.15 MILES TO
 FS1159'CROSSROADS (OLD HIGHWAY AND SAME SIGN AS PREVIOUSLY MENTIONED
 FS1159'IN ORIGINAL DESCRIPTION IS STILL IN PLACE), TURN RIGHT, SOUTH
 FS1159'ON OLD HIGHWAY WHICH IS NOW BADLY ERODED AND GO 1.45 MILES TO
 FS1159'THE STATION SITE, 75 FEET WEST OF ROAD.
 FS1159'
 FS1159'BENCH MARK A 110, THE AZIMUTH MARK IS 1/4 MILES NORTH AND ON
 FS1159'SAME SIDE OF ROAD, 75 FEET.
 FS1159
 FS1159                          STATION RECOVERY (1969)
 FS1159
 FS1159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WFF)
 FS1159'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE IN GOOD
 FS1159'CONDITION.
 FS1159'
 FS1159'THE DESCRIPTION TO REACH THE STATION WAS FOUND TO BE COMPLETELY
 FS1159'ADEQUATE.
 FS1159'
 FS1159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.9
 FS1159'MILES SOUTH OF SEARCHLIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0747 ***********************************************************************
 MT0747  DESIGNATION -  ICARUS
 MT0747  PID         -  MT0747
 MT0747  STATE/COUNTY-  NV/ELKO
 MT0747  USGS QUAD   -  WINE CUP RANCH SE (1968)
 MT0747
 MT0747                         *CURRENT SURVEY CONTROL
 MT0747  ___________________________________________________________________
 MT0747* NAD 83(1994)-  41 16 59.70959(N)    114 31 22.33388(W)     ADJUSTED  
 MT0747* NAVD 88     -      1797.3    (meters)    5897.     (feet)  VERTCON   
 MT0747  ___________________________________________________________________
 MT0747  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 MT0747  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 MT0747
 MT0747  HORZ ORDER  -  SECOND
 MT0747
 MT0747.The horizontal coordinates were established by classical geodetic methods
 MT0747.and adjusted by the National Geodetic Survey in June 1998..
 MT0747
 MT0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0747
 MT0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0747
 MT0747.The geoid height was determined by GEOID03.
 MT0747
 MT0747;                    North         East     Units Scale Factor Converg.
 MT0747;SPC NV E     - 8,725,641.954   288,830.959   MT  0.99999708   +0 41 59.0
 MT0747;SPC NV E     -28,627,376.98    947,606.24   sFT  0.99999708   +0 41 59.0
 MT0747;UTM  11      - 4,573,161.241   707,444.437   MT  1.00012964   +1 38 05.8
 MT0747
 MT0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0747!SPC NV E     -   0.99972078  x   0.99999708  =   0.99971786
 MT0747!UTM  11      -   0.99972078  x   1.00012964  =   0.99985039
 MT0747
 MT0747:                Primary Azimuth Mark                     Grid Az
 MT0747:SPC NV E     -  FIVE MILE                                012 27 46.9
 MT0747:UTM  11      -  FIVE MILE                                011 31 40.1
 MT0747
 MT0747|---------------------------------------------------------------------|
 MT0747| PID    Reference Object                     Distance      Geod. Az  |
 MT0747|                                                           dddmmss.s |
 MT0747| MT0746 FIVE MILE                           APPROX.20.6 KM 0130945.9 |
 MT0747| DD6043 ICARUS RM 2                           6.125 METERS 01527     |
 MT0747| DD6042 ICARUS RM 1                           7.990 METERS 30117     |
 MT0747|---------------------------------------------------------------------|
 MT0747
 MT0747                          SUPERSEDED SURVEY CONTROL
 MT0747
 MT0747  NAD 83(1994)-  41 16 59.70898(N)    114 31 22.33332(W) AD(       ) 2
 MT0747  NAD 83(1986)-  41 16 59.70491(N)    114 31 22.32897(W) AD(       ) 2
 MT0747  NAD 27      -  41 16 59.98426(N)    114 31 19.22542(W) AD(       ) 2
 MT0747  NGVD 29 (07/19/86) 1796.1    (m)         5893.     (f) VERT ANG       
 MT0747
 MT0747.Superseded values are not recommended for survey control.
 MT0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0747.See file dsdata.txt to determine how the superseded data were derived.
 MT0747
 MT0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF0744473161(NAD 83)
 MT0747_MARKER: Z = SEE DESCRIPTION
 MT0747_SETTING: 0 = UNSPECIFIED SETTING
 MT0747
 MT0747  HISTORY     - Date     Condition        Report By
 MT0747  HISTORY     - 1967     MONUMENTED       USGS
 MT0747
 MT0747                          STATION DESCRIPTION
 MT0747
 MT0747'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JAB)
 MT0747'LOCATED ABOUT 23 MI. E. OF AND 12 MI. N. OF WELLS.  ABOUT
 MT0747'0.5 MI. E. OF TOANO DRAW.  ON A LOW SAGEBRUSH-COVERED TOP.
 MT0747'
 MT0747'TO REACH FROM WILKINS, (THOUSAND SPRINGS TRADING POST) GO
 MT0747'N. ON U.S. HIGHWAY 93 FOR 0.8 MI. AND RD. TO WINE CUP RANCH.
 MT0747'TURN RIGHT AND GO 3.7 MI. TO A Y-RD.  TAKE THE RIGHT FORK TO THE
 MT0747'WINE CUP RANCH AND GO 1 MI. TO A T-RD. (SE), AFTER PASSING
 MT0747'THROUGH GATE, TURN LEFT AND GO 2.7 MI. TO A Y-RD.  CONTINUE
 MT0747'STRAIGHT AHEAD FOR 5.2 MI. TO A Y-RD. AT WINDMILL.  CONTINUE
 MT0747'STRAIGHT AHEAD (LEFT FORK) FOR 3.8 MI. TO A DIM RD. ON LEFT.
 MT0747'TURN LEFT AND GO ABOUT 1.1 MI.  TURN RIGHT OFF RD. AND GO 0.6
 MT0747'MI. TO TOP OF HILL AND STATION.
 MT0747'
 MT0747'STATION MARK--A STANDARD TABLET STAMPED ICARUS 1967 FASTENED
 MT0747'TO A COPPERWELD ROD AND PROTECTED WITH A BLACK PIPE.
 MT0747'
 MT0747'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 MT0747'NO 1 1967 FASTENED TO A COPPERWELD ROD AND PROTECTED WITH A
 MT0747'BLACK PIPE.
 MT0747'
 MT0747'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 MT0747'NO 2 1967 FASTENED TO A COPPERWELD ROD AND PROTECTED WITH A
 MT0747'BLACK PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0856 ***********************************************************************
 MT0856  DESIGNATION -  ICHABOD
 MT0856  PID         -  MT0856
 MT0856  STATE/COUNTY-  NV/ELKO
 MT0856  USGS QUAD   -  MOUNT ICHABOD (1986)
 MT0856
 MT0856                         *CURRENT SURVEY CONTROL
 MT0856  ___________________________________________________________________
 MT0856* NAD 83(1994)-  41 35 57.09744(N)    115 36 39.16055(W)     ADJUSTED  
 MT0856* NAVD 88     -      2419.7    (meters)    7939.     (feet)  VERTCON   
 MT0856  ___________________________________________________________________
 MT0856  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 MT0856  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 MT0856
 MT0856  HORZ ORDER  -  FIRST
 MT0856
 MT0856.The horizontal coordinates were established by classical geodetic methods
 MT0856.and adjusted by the National Geodetic Survey in June 1998..
 MT0856
 MT0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0856
 MT0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0856
 MT0856.The geoid height was determined by GEOID03.
 MT0856
 MT0856;                    North         East     Units Scale Factor Converg.
 MT0856;SPC NV E     - 8,760,185.581   197,703.874   MT  0.99990006   -0 01 05.8
 MT0856;SPC NV E     -28,740,708.86    648,633.46   sFT  0.99990006   -0 01 05.8
 MT0856;UTM  11      - 4,606,208.518   615,764.253   MT  0.99976492   +0 55 20.5
 MT0856
 MT0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0856!SPC NV E     -   0.99962320  x   0.99990006  =   0.99952330
 MT0856!UTM  11      -   0.99962320  x   0.99976492  =   0.99938821
 MT0856
 MT0856|---------------------------------------------------------------------|
 MT0856| PID    Reference Object                     Distance      Geod. Az  |
 MT0856|                                                           dddmmss.s |
 MT0856| DD6045 ICHABOD RM 1                          8.204 METERS 04202     |
 MT0856| DD6046 ICHABOD RM 2                          8.898 METERS 15956     |
 MT0856| DD6044 ICHABOD AZ MK                                      1693151.8 |
 MT0856|---------------------------------------------------------------------|
 MT0856
 MT0856                          SUPERSEDED SURVEY CONTROL
 MT0856
 MT0856  NAD 83(1986)-  41 35 57.09292(N)    115 36 39.15497(W) AD(       ) 1
 MT0856  NAD 27      -  41 35 57.41675(N)    115 36 35.89295(W) AD(       ) 1
 MT0856  NGVD 29 (07/19/86) 2418.4    (m)         7934.     (f) VERT ANG       
 MT0856
 MT0856.Superseded values are not recommended for survey control.
 MT0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0856.See file dsdata.txt to determine how the superseded data were derived.
 MT0856
 MT0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG1576406209(NAD 83)
 MT0856_MARKER: DS = TRIANGULATION STATION DISK
 MT0856_SETTING: 66 = SET IN ROCK OUTCROP
 MT0856
 MT0856  HISTORY     - Date     Condition        Report By
 MT0856  HISTORY     - 1947     MONUMENTED       CGS
 MT0856
 MT0856                          STATION DESCRIPTION
 MT0856
 MT0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0856'STATION IS ABOUT 50 MILES NORTH OF ELKO, ABOUT 10 MILES EAST OF
 MT0856'THE ELKO-MOUNTAIN CITY ROAD, AND ABOUT 5 MILES WEST OF THE
 MT0856'CHARLESTON ROAD ON WHAT IS LOCALLY KNOWN AS ICHABOD MOUNTAIN.
 MT0856'IT IS ON THE HIGHEST POINT AND ABOUT 7 FEET SOUTH OF A ROCK
 MT0856'CAIRN.
 MT0856'
 MT0856'STATION IS A STANDARD DISK SET IN BEDROCK AND IS ABOUT 6 INCHES
 MT0856'LOWER THAN THE SURROUNDING ROCK.  IT IS STAMPED ICHABOD 1947.
 MT0856'
 MT0856'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN BEDROCK ABOUT
 MT0856'25 FEET NORTHEAST OF THE STATION AND ABOUT 6 FEET LOWER.  IT IS
 MT0856'STAMPED ICHABOD NO 1 1947.
 MT0856'
 MT0856'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN BEDROCK ABOUT
 MT0856'27 FEET SOUTH OF THE STATION AND ABOUT 3 FEET LOWER.  IT IS
 MT0856'STAMPED ICHABOD NO 2 1947.
 MT0856'
 MT0856'THE AZIMUTH MARK IS ABOUT 1/4 MILE SOUTH OF THE STATION ON
 MT0856'THE SAME MOUNTAINOUS RIDGE AND IN THE CENTRAL PART OF THE
 MT0856'FIRST PROMINENT ROCKY POINT.  IT IS IN A WEDGE-SHAPED OUTCROP
 MT0856'WHICH PROJECTS ABOUT 10 INCHES ABOVE THE IMMEDIATE SURFACE
 MT0856'AND IS STAMPED ICHABOD 1947.
 MT0856'
 MT0856'TO REACH THE STATION FROM ELKO GO WEST ON U.S. HIGHWAY 40
 MT0856'TO THE JUNCTION OF THE MOUNTAIN CITY ROAD AT THE EAST EDGE OF THE
 MT0856'AIRPORT AND THENCE NORTH ON THE MOUNTAIN CITY ROAD FOR ABOUT
 MT0856'50 MILES TO NORTH FORK.  CONTINUE STRAIGHT AHEAD FOR 4.0 MILES
 MT0856'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 15.7 MILES TO A REVERSE
 MT0856'Y (TRACK ROAD LEFT), TURN LEFT AND FOLLOW TRACK ROAD FOR ABOUT
 MT0856'1.3 MILES TO A SPRING SEEPAGE AND END OF TRUCK TRAVEL.  THIS
 MT0856'ROUTE IS ALONG THE EASTERN SLOPE OF THE MOUNTAIN AND CLOSE TO
 MT0856'IT.  FROM THE SPRING PACK NORTH ABOUT 0.2 MILE TO THE TOP OF
 MT0856'A RIDGE THAT JOINS THE MOUNTAIN AND THEN GO WEST UP THE
 MT0856'SLOPE TO THE HIGHEST POINT IN THE ROCK OUTCROP AND THE
 MT0856'AZIMUTH MARK AS DESCRIBED.  THENCE NORTH ALONG THE RIDGE TO
 MT0856'THE STATION, ABOUT 1/4 MILE.  A 45 MINUTE PACK.
 MT0856'
 MT0856'TO REACH FROM THE JUNCTION OF THE CHARLESTON ROAD AND THE NORTH
 MT0856'FORK ROAD, GO WEST ON THE NORTH FORK ROAD FOR ABOUT 4.6 MILES
 MT0856'TO THE SECOND CATTLE GUARD.  CONTINUE FOR 0.5 MILE TO A
 MT0856'TRACK ROAD RIGHT AND THENCE AS ABOVE.  (THIS TRACK ROAD IS THE
 MT0856'SAME AS THE REVERSE Y ABOVE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0403 ***********************************************************************
 JP0403  DESIGNATION -  IKE SPRING
 JP0403  PID         -  JP0403
 JP0403  STATE/COUNTY-  NV/NYE
 JP0403  USGS QUAD   -  METEORITE CRATER (1990)
 JP0403
 JP0403                         *CURRENT SURVEY CONTROL
 JP0403  ___________________________________________________________________
 JP0403* NAD 83(1994)-  38 44 13.60220(N)    115 42 19.07494(W)     ADJUSTED  
 JP0403* NAVD 88     -      2136.2    (meters)    7009.     (feet)  VERTCON   
 JP0403  ___________________________________________________________________
 JP0403  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 JP0403  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 JP0403
 JP0403  HORZ ORDER  -  FIRST
 JP0403
 JP0403.The horizontal coordinates were established by classical geodetic methods
 JP0403.and adjusted by the National Geodetic Survey in June 1998..
 JP0403
 JP0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0403
 JP0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0403
 JP0403.The geoid height was determined by GEOID03.
 JP0403
 JP0403;                    North         East     Units Scale Factor Converg.
 JP0403;SPC NV C     - 6,442,856.192   583,579.652   MT  0.99998599   +0 36 05.8
 JP0403;SPC NV C     -21,137,937.36  1,914,627.57   sFT  0.99998599   +0 36 05.8
 JP0403;UTM  11      - 4,288,399.878   612,526.237   MT  0.99975592   +0 48 36.9
 JP0403
 JP0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0403!SPC NV C     -   0.99966850  x   0.99998599  =   0.99965449
 JP0403!UTM  11      -   0.99966850  x   0.99975592  =   0.99942450
 JP0403
 JP0403|---------------------------------------------------------------------|
 JP0403| PID    Reference Object                     Distance      Geod. Az  |
 JP0403|                                                           dddmmss.s |
 JP0403| DD6051 IKE SPRING RM 1                      13.320 METERS 18313     |
 JP0403| DD6050 IKE SPRING AZ MK                                   2471900.5 |
 JP0403| DD6052 IKE SPRING RM 2                       9.277 METERS 25521     |
 JP0403|---------------------------------------------------------------------|
 JP0403
 JP0403                          SUPERSEDED SURVEY CONTROL
 JP0403
 JP0403  NAD 83(1986)-  38 44 13.59719(N)    115 42 19.07499(W) AD(       ) 1
 JP0403  NAD 27      -  38 44 13.83900(N)    115 42 15.94000(W) AD(       ) 1
 JP0403  NGVD 29 (07/19/86) 2135.0    (m)         7005.     (f) VERT ANG       
 JP0403
 JP0403.Superseded values are not recommended for survey control.
 JP0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0403.See file dsdata.txt to determine how the superseded data were derived.
 JP0403
 JP0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC1252688400(NAD 83)
 JP0403_MARKER: DS = TRIANGULATION STATION DISK
 JP0403_SETTING: 66 = SET IN ROCK OUTCROP
 JP0403
 JP0403  HISTORY     - Date     Condition        Report By
 JP0403  HISTORY     - 1939     MONUMENTED       CGS
 JP0403  HISTORY     - 1967     GOOD             USGS
 JP0403
 JP0403                          STATION DESCRIPTION
 JP0403
 JP0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0403'STATION IS ON THE W SIDE OF RAILROAD VALLEY 12 MILES, AIRLINE,
 JP0403'W OF CURRANT POST OFFICE AND 11 MILES, AIRLINE, NNE OF LOCKES
 JP0403'RANCH.  STATION IS ABOUT 0.25 MILE W OF THE E END OF A LONG
 JP0403'HIGH RIDGE WHICH EXTENDS INTO THE W SIDE OF RAILROAD VALLEY
 JP0403'E OF IKES SPRING, AND IS ABOUT 250 FEET BELOW THE HIGHEST
 JP0403'POINT OF THE RIDGE ON A HUMP-SHAPED SECTION, THE SIDES OF
 JP0403'WHICH ARE ENCRUSTED WITH RED PINNACLE ROCKS.
 JP0403'
 JP0403'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JP0403'DISKS WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 JP0403'
 JP0403'STATION MARK IS SET FLUSH WITH THE GROUND AND IS STAMPED,
 JP0403'IKE SPRING 1939.  BAROMETRIC ELEVATION, 7,300 FEET.  ALL OBJECTS
 JP0403'VISIBLE FROM THE GROUND.
 JP0403'
 JP0403'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE GROUND S AND 4 FEET
 JP0403'BELOW STATION.  IT IS STAMPED, IKE SPRING 1, 1939.  REFERENCE
 JP0403'MARK NO. 2 IS SET FLUSH WITH THE GROUND WNW AND 4 FEET BELOW
 JP0403'THE STATION.  IT IS STAMPED, IKE SPRING 2, 1939.
 JP0403'
 JP0403'AZIMUTH MARK IS 0.5 MILE (ESTIMATED) WSW OF STATION AND
 JP0403'600 FEET BELOW IT.  IT IS IN A ROCK OUTCROP 8 FEET ABOVE
 JP0403'THE BOTTOM OF THE GULLY ON ITS S BANK, AND IS ABOUT 50 FEET
 JP0403'E OF THE TOP OF A ROCKY KNOLL.  AZIMUTH MARK IS STAMPED, IKE
 JP0403'SPRING 1939.  MARK IS FLUSH WITH THE SURFACE.
 JP0403'
 JP0403'TO REACH FROM LOCKES RANCH GO ENE ON U.S. HIGHWAY 6 FOR 1.8
 JP0403'MILES.  TURN LEFT ON MAIN-TRAVELED ROAD, GO 0.9 MILE (PASS
 JP0403'BENCH MARK GLO A 0.2 MILE AFTER LEAVING THE HIGHWAY.  MARK, WHICH
 JP0403'IS A PIPE WITH A DISK ON TOP, IS 30 FEET TO LEFT (NW) OF ROAD).
 JP0403'TAKE RIGHT FORK, GO 3.7 MILES.  TAKE LEFT FORK (200 FEET BEYOND
 JP0403'ROAD COMING IN FROM THE RIGHT), GO 0.8 MILE.  TAKE LEFT FORK,
 JP0403'GO 0.1 MILE.  CONTINUE STRAIGHT AHEAD AT CROSSROADS, GO 3.0
 JP0403'MILES (0.2 MILE BEYOND DIM ROAD COMING IN FROM THE RIGHT).
 JP0403'TAKE RIGHT FORK, GO 0.5 MILE.  CONTINUE NW ON ROAD LEADING
 JP0403'UP LARGE WASH, GO 1.7 MILES.  TAKE RIGHT FORK, GO 0.6 MILE.
 JP0403'TURN RIGHT OFF ROAD INTO BRANCH WASH, GO 0.3 MILE.  TURN RIGHT
 JP0403'INTO ANOTHER BRANCH WASH AND FOLLOW IT ONTO THE DESERT
 JP0403'KEEPING THE LINE OF LOW ROCKY HILLS CLOSE TO THE LEFT
 JP0403'AND FOLLOWING A GENERAL NORTHEASTERLY COURSE, GO 1.2 MILES.
 JP0403'FOLLOW UP LARGE WASH HEADING NORTHEASTERLY, GO 0.6 MILE
 JP0403'(AZIMUTH MARK ON RIGHT EDGE OF WASH 40 FEET DISTANT).  SWING
 JP0403'OUT OF WASH ON RIGHT HAND SIDE AND CONTINUE NE TOWARD
 JP0403'SADDLE, GO 0.7 MILE AND END OF TRUCK TRAVEL.  CLIMB N UP S
 JP0403'SIDE OF RIDGE.  A 30-MINUTE PACK.
 JP0403'
 JP0403'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 JP0403
 JP0403                          STATION RECOVERY (1967)
 JP0403
 JP0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JAB)
 JP0403'THE OLD DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0394 ***********************************************************************
 KP0394  DESIGNATION -  ILLIPAH
 KP0394  PID         -  KP0394
 KP0394  STATE/COUNTY-  NV/WHITE PINE
 KP0394  USGS QUAD   -  ILLIPAH (1990)
 KP0394
 KP0394                         *CURRENT SURVEY CONTROL
 KP0394  ___________________________________________________________________
 KP0394* NAD 83(1994)-  39 22 16.98579(N)    115 20 25.13073(W)     ADJUSTED  
 KP0394* NAVD 88     -      2366.1    (meters)    7763.     (feet)  VERTCON   
 KP0394  ___________________________________________________________________
 KP0394  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 KP0394  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 KP0394
 KP0394  HORZ ORDER  -  SECOND
 KP0394
 KP0394.The horizontal coordinates were established by classical geodetic methods
 KP0394.and adjusted by the National Geodetic Survey in June 1998..
 KP0394
 KP0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0394
 KP0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0394
 KP0394.The geoid height was determined by GEOID03.
 KP0394
 KP0394;                    North         East     Units Scale Factor Converg.
 KP0394;SPC NV E     - 8,512,853.332   220,939.306   MT  0.99990540   +0 09 15.0
 KP0394;SPC NV E     -27,929,252.97    724,865.04   sFT  0.99990540   +0 09 15.0
 KP0394;UTM  11      - 4,359,304.581   642,964.743   MT  0.99985165   +1 03 10.8
 KP0394
 KP0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0394!SPC NV E     -   0.99963212  x   0.99990540  =   0.99953755
 KP0394!UTM  11      -   0.99963212  x   0.99985165  =   0.99948382
 KP0394
 KP0394|---------------------------------------------------------------------|
 KP0394| PID    Reference Object                     Distance      Geod. Az  |
 KP0394|                                                           dddmmss.s |
 KP0394| DD6054 ILLIPAH RM 1                          6.737 METERS 00555     |
 KP0394| DD6053 ILLIPAH AZ MK                                      1110737.6 |
 KP0394| DD6055 ILLIPAH RM 2                          7.086 METERS 12435     |
 KP0394|---------------------------------------------------------------------|
 KP0394
 KP0394                          SUPERSEDED SURVEY CONTROL
 KP0394
 KP0394  NAD 83(1994)-  39 22 16.98209(N)    115 20 25.12925(W) AD(       ) 2
 KP0394  NAD 83(1986)-  39 22 16.98145(N)    115 20 25.12914(W) AD(       ) 2
 KP0394  NAD 27      -  39 22 17.22100(N)    115 20 22.01600(W) AD(       ) 2
 KP0394  NGVD 29 (07/19/86) 2364.8    (m)         7759.     (f) VERT ANG       
 KP0394
 KP0394.Superseded values are not recommended for survey control.
 KP0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0394.See file dsdata.txt to determine how the superseded data were derived.
 KP0394
 KP0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD4296559305(NAD 83)
 KP0394_MARKER: DS = TRIANGULATION STATION DISK
 KP0394_SETTING: 66 = SET IN ROCK OUTCROP
 KP0394_SP_SET: SET IN ROCK OUTCROP
 KP0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0394+STABILITY: POSITION/ELEVATION WELL
 KP0394
 KP0394  HISTORY     - Date     Condition        Report By
 KP0394  HISTORY     - 1947     MONUMENTED       USGS
 KP0394  HISTORY     - 1954     GOOD             USGS
 KP0394
 KP0394                          STATION DESCRIPTION
 KP0394
 KP0394'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 KP0394'LOCATED ABOUT 1.0 MI N. OF MOORMAN RANCH.  ON HIGHEST POINT OF
 KP0394'PROMINENT HILL.  THERE IS A SIMILAR POINT BETWEEN U.S. HWY. 50
 KP0394'AND STATION.
 KP0394'
 KP0394'TO REACH FROM MOORMAN RANCH ON U.S. HWY. 50, DRIVE 0.7 MI E. TO
 KP0394'ELLISON CREEK X-RDS.  TURN LEFT OFF HWY. 1.1 MI NW. UP DRAIN TO
 KP0394'END OF TRUCK TRAVEL.  HIKE UP DRAIN TO HIGHEST POINT AND STATION.
 KP0394'A 1-HOUR PACK.
 KP0394'
 KP0394'STATION MARK--STANDARD TABLET STAMPED---ILLIPAH 1947---, CEMENTED
 KP0394'IN ROCK OUTCROP.
 KP0394'
 KP0394'RM 1--STANDARD RM TABLET STAMPED---ILLIPAH NO 1---, CEMENTED IN
 KP0394'ROCK OUTCROP.
 KP0394'
 KP0394'RM 2--STANDARD RM TABLET STAMPED---ILLIPAH NO 2---, CEMENTED IN
 KP0394'ROCK OUTCROP.
 KP0394'
 KP0394'1954 NOTE--DESCRIBED BY NGS IN 1954 IN DESCRIPTION LIST 39 115
 KP0394'2, STATION 1009.
 KP0394
 KP0394                          STATION RECOVERY (1954)
 KP0394
 KP0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (LSB)
 KP0394'THE STATION IS LOCATED ABOUT 26 MILES (AIRLINE) WEST-NORTHWEST
 KP0394'OF ELY AND 1.0 MILE NORTH OF U.S. HIGHWAY 50, ON THE SUMMIT OF
 KP0394'A PROMINENT HILL WHICH IS PARTIALLY COVERED WITH TIMBER.  THERE
 KP0394'IS A SIMILAR HILL BETWEEN U.S. HIGHWAY 50 AND THE STATION
 KP0394'HILL.
 KP0394'
 KP0394'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 93 IN ELY,
 KP0394'GO WESTERLY ON U.S. HIGHWAY 50 FOR 32.2 MILES TO A T-ROAD NORTH
 KP0394'AND THE AZIMUTH MARK ON THE RIGHT, IN THE NORTHWEST CORNER OF
 KP0394'THE INTERSECTION.  FROM THE AZIMUTH MARK, CONTINUE WEST ON
 KP0394'U.S. HIGHWAY 50 FOR 0.2 MILE TO A CROSSROAD AND SIGN ELLISON
 KP0394'CREEK (ON THE LEFT).  THIS POINT IS ABOUT 0.7 MILE EAST OF
 KP0394'THE MOORMAN RANCH.  TURN RIGHT, NORTH, ON DIRT ROAD, FOR 0.25
 KP0394'MILE, THENCE SWING LEFT, NORTHWESTERLY, CROSS-COUNTRY, TOWARDS
 KP0394'THE BASE OF THE WASH (SEPARATING THE TWO SIMILAR HILLS) FOR
 KP0394'APPROXIMATELY 1.0 MILE TO THE END OF TRUCK TRAVEL.  PACK
 KP0394'NORTHWESTERLY TO THE HIGHEST POINT AND THE STATION.  THIS
 KP0394'IS ABOUT A 1-HOUR PACK AND A 4-WHEEL DRIVE VEHICLE IS
 KP0394'REQUIRED.
 KP0394'
 KP0394'THE STATION MARK, STAMPED ILLIPAH 1947, IS A STANDARD U.S.
 KP0394'GEOLOGICAL SURVEY BENCH MARK DISK CEMENTED IN A DRILL HOLE
 KP0394'IN BEDROCK.
 KP0394'
 KP0394'REFERENCE MARK 1, STAMPED ILLIPAH NO 1, IS A STANDARD REFERENCE
 KP0394'MARK DISK (USGS), CEMENTED IN A DRILL HOLE IN BEDROCK, ABOUT 1
 KP0394'FOOT LOWER THAN THE STATION.
 KP0394'
 KP0394'REFERENCE MARK 2, STAMPED ILLIPAH NO 2, IS A STANDARD REFERENCE
 KP0394'MARK DISK (USGS), CEMENTED IN A DRILL HOLE IN BEDROCK, ABOUT
 KP0394'2 FEET LOWER THAN THE STATION.
 KP0394'
 KP0394'THE AZIMUTH MARK, STAMPED ILLIPAH USGS 1954, IS A STANDARD
 KP0394'DISK (USC AND GS), CEMENTED IN A DRILL HOLE NEAR THE WEST END
 KP0394'OF THE HEADWALL OF A CONCRETE CULVERT.  IT IS 21 FEET NORTH OF
 KP0394'THE CENTER LINE OF U.S. HIGHWAY 50, 15 FEET WEST OF THE
 KP0394'CENTER LINE OF THE T-ROAD NORTH AND 2 FEET EAST OF A WITNESS
 KP0394'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0760 ***********************************************************************
 MT0760  DESIGNATION -  IMP
 MT0760  PID         -  MT0760
 MT0760  STATE/COUNTY-  NV/ELKO
 MT0760  USGS QUAD   -  HOLBORN (1968)
 MT0760
 MT0760                         *CURRENT SURVEY CONTROL
 MT0760  ___________________________________________________________________
 MT0760* NAD 83(1994)-  41 09 04.29226(N)    114 43 29.03581(W)     ADJUSTED  
 MT0760* NAVD 88     -      1973.8    (meters)    6476.     (feet)  VERTCON   
 MT0760  ___________________________________________________________________
 MT0760  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 MT0760  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 MT0760
 MT0760  HORZ ORDER  -  SECOND
 MT0760
 MT0760.The horizontal coordinates were established by classical geodetic methods
 MT0760.and adjusted by the National Geodetic Survey in June 1998..
 MT0760
 MT0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0760
 MT0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0760
 MT0760.The geoid height was determined by GEOID03.
 MT0760
 MT0760;                    North         East     Units Scale Factor Converg.
 MT0760;SPC NV E     - 8,710,789.969   272,066.402   MT  0.99996390   +0 33 54.1
 MT0760;SPC NV E     -28,578,650.09    892,604.52   sFT  0.99996390   +0 33 54.1
 MT0760;UTM  11      - 4,558,036.330   690,922.396   MT  1.00004864   +1 29 51.7
 MT0760
 MT0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0760!SPC NV E     -   0.99969314  x   0.99996390  =   0.99965705
 MT0760!UTM  11      -   0.99969314  x   1.00004864  =   0.99974176
 MT0760
 MT0760:                Primary Azimuth Mark                     Grid Az
 MT0760:SPC NV E     -  NORTH PEQUOP                             103 11 55.1
 MT0760:UTM  11      -  NORTH PEQUOP                             102 15 57.5
 MT0760
 MT0760|---------------------------------------------------------------------|
 MT0760| PID    Reference Object                     Distance      Geod. Az  |
 MT0760|                                                           dddmmss.s |
 MT0760| MT0755 NORTH PEQUOP                        APPROX.13.6 KM 1034549.2 |
 MT0760| DD6056 IMP RM 1                              4.290 METERS 16747     |
 MT0760| DD6057 IMP RM 2                              6.023 METERS 25133     |
 MT0760|---------------------------------------------------------------------|
 MT0760
 MT0760                          SUPERSEDED SURVEY CONTROL
 MT0760
 MT0760  NAD 83(1994)-  41 09 04.29169(N)    114 43 29.03517(W) AD(       ) 2
 MT0760  NAD 83(1986)-  41 09 04.28853(N)    114 43 29.03078(W) AD(       ) 2
 MT0760  NAD 27      -  41 09 04.56745(N)    114 43 25.90255(W) AD(       ) 2
 MT0760  NGVD 29 (07/19/86) 1972.6    (m)         6472.     (f) VERT ANG       
 MT0760
 MT0760.Superseded values are not recommended for survey control.
 MT0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0760.See file dsdata.txt to determine how the superseded data were derived.
 MT0760
 MT0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF9092258036(NAD 83)
 MT0760_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MT0760_SETTING: 66 = SET IN ROCK OUTCROP
 MT0760
 MT0760  HISTORY     - Date     Condition        Report By
 MT0760  HISTORY     - 1957     MONUMENTED       CGS
 MT0760
 MT0760                          STATION DESCRIPTION
 MT0760
 MT0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0760'THE STATION IS ABOUT 13 MILES EAST-NORTHEAST OF WELLS, 2-1/2
 MT0760'MILES EAST OF ANTHONY RAILROAD SIDING AND 2 MILES SOUTH OF
 MT0760'HOLBORN RAILROAD SIDING, ON THE ROCKY SUMMIT OF A SAGE AND
 MT0760'ROCK-COVERED HILL WITH A GROWTH OF JUNIPERS ON THE SOUTHEAST
 MT0760'SLOPE OF THE HILL.  THIS IS THE HIGHEST ONE OF A GROUP OF
 MT0760'LOW HILLS IN THAT VICINITY.
 MT0760'
 MT0760'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 93 IN
 MT0760'SOUTHEAST WELLS, GO EAST ON U.S. HIGHWAY 40 FOR 6.7 MILES TO
 MT0760'SIGN MOOR.  CONTINUE EAST ON THE HIGHWAY FOR 1.3 MILE TO A
 MT0760'T-ROAD LEFT.  TURN LEFT OFF THE HIGHWAY, NORTH, FOR 0.1 MILE TO
 MT0760'A Y-FORK.  TAKE RIGHT FORK OVER SECTION OF OLD HIGHWAY FOR
 MT0760'0.7 MILE TO A FORK.  TAKE LEFT FORK ON MAIN ROAD AND GO
 MT0760'NORTHEASTERLY FOR 4.6 MILES TO A POINT AT THE NORTHWEST BASE
 MT0760'OF THE STATION HILL.  TURN RIGHT OFF ROAD AND FOLLOW DIM
 MT0760'TRACKS CROSS-COUNTRY AND UP HILL FOR 0.5 MILE TO THE SUMMIT
 MT0760'AND STATION.  THE AIRLINE DISTANCE FROM THE ROAD IS ABOUT
 MT0760'0.25 MILE.  A 4-WHEEL DRIVE VEHICLE IS REQUIRED AND CARE MUST
 MT0760'BE TAKEN DUE TO BOULDERS, STEEP SLOPES AND THE LARGE
 MT0760'OUTCROPS NEAR THE SUMMIT OF THE HILL.
 MT0760'
 MT0760'THE STATION MARK, STAMPED IMP 1957, IS A STANDARD DISK CEMENTED
 MT0760'IN A DRILL HOLE IN THE RELATIVELY FLAT OUTCROP AT TOP OF HILL.
 MT0760'
 MT0760'REFERENCE MARK 1, STAMPED IMP NO 1 1957, IS A STANDARD DISK
 MT0760'CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 2 FEET HIGHER
 MT0760'THAN THE STATION.
 MT0760'
 MT0760'REFERENCE MARK 2, STAMPED IMP NO 2 1957, IS A STANDARD DISK
 MT0760'CEMENTED IN A DRILL HOLE IN OUTCROP ABOUT 1-1/2 FEET HIGHER
 MT0760'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0031 ***********************************************************************
 HQ0031  DESIGNATION -  IMPACT
 HQ0031  PID         -  HQ0031
 HQ0031  STATE/COUNTY-  NV/NYE
 HQ0031  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0031
 HQ0031                         *CURRENT SURVEY CONTROL
 HQ0031  ___________________________________________________________________
 HQ0031* NAD 83(1994)-  37 46 46.39237(N)    116 41 37.05812(W)     ADJUSTED  
 HQ0031* NAVD 88     -      1635.990  (meters)    5367.41   (feet)  ADJUSTED  
 HQ0031  ___________________________________________________________________
 HQ0031  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 HQ0031  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 HQ0031  DYNAMIC HT  -        1634.150 (meters)    5361.37  (feet)  COMP
 HQ0031  MODELED GRAV-     979,447.5   (mgal)                       NAVD 88
 HQ0031
 HQ0031  HORZ ORDER  -  SECOND
 HQ0031  VERT ORDER  -  FIRST     CLASS II
 HQ0031
 HQ0031.The horizontal coordinates were established by classical geodetic methods
 HQ0031.and adjusted by the National Geodetic Survey in June 1998..
 HQ0031
 HQ0031.The orthometric height was determined by differential leveling
 HQ0031.and adjusted by the National Geodetic Survey in June 1991..
 HQ0031
 HQ0031.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0031
 HQ0031.The geoid height was determined by GEOID03.
 HQ0031
 HQ0031.The dynamic height is computed by dividing the NAVD 88
 HQ0031.geopotential number by the normal gravity value computed on the
 HQ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0031.degrees latitude (g = 980.6199 gals.).
 HQ0031
 HQ0031.The modeled gravity was interpolated from observed gravity values.
 HQ0031
 HQ0031;                    North         East     Units Scale Factor Converg.
 HQ0031;SPC NV C     - 6,336,138.082   497,625.152   MT  0.99990007   -0 00 59.5
 HQ0031;SPC NV C     -20,787,813.02  1,632,625.19   sFT  0.99990007   -0 00 59.5
 HQ0031;UTM  11      - 4,181,400.665   526,979.062   MT  0.99960896   +0 11 15.7
 HQ0031
 HQ0031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0031!SPC NV C     -   0.99974733  x   0.99990007  =   0.99964742
 HQ0031!UTM  11      -   0.99974733  x   0.99960896  =   0.99935639
 HQ0031
 HQ0031|---------------------------------------------------------------------|
 HQ0031| PID    Reference Object                     Distance      Geod. Az  |
 HQ0031|                                                           dddmmss.s |
 HQ0031| HQ0069 IMPACT RM 1                           8.272 METERS 08653     |
 HQ0031| HQ1049 WATER TANK                          APPROX. 5.6 KM 2781109.9 |
 HQ0031| HQ0030 MIDDLE TARGET                       APPROX. 1.6 KM 2803017.2 |
 HQ0031| HQ0780 IMPACT RM 2                           8.823 METERS 35723     |
 HQ0031|---------------------------------------------------------------------|
 HQ0031
 HQ0031                          SUPERSEDED SURVEY CONTROL
 HQ0031
 HQ0031  NAD 83(1986)-  37 46 46.38896(N)    116 41 37.06629(W) AD(       ) 2
 HQ0031  NAD 27      -  37 46 46.61120(N)    116 41 33.84612(W) AD(       ) 2
 HQ0031  NGVD 29 (07/19/86) 1634.88   (m)         5363.8    (f) LEVELING    3  
 HQ0031
 HQ0031.Superseded values are not recommended for survey control.
 HQ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0031.See file dsdata.txt to determine how the superseded data were derived.
 HQ0031
 HQ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2697981401(NAD 83)
 HQ0031_MARKER: DS = TRIANGULATION STATION DISK
 HQ0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0031_STAMPING: IMPACT 1968
 HQ0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0031+STABILITY: SURFACE MOTION
 HQ0031
 HQ0031  HISTORY     - Date     Condition        Report By
 HQ0031  HISTORY     - 1968     MONUMENTED       CGS
 HQ0031  HISTORY     - 1968     GOOD             CGS
 HQ0031
 HQ0031                          STATION DESCRIPTION
 HQ0031
 HQ0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0031'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS ABOUT
 HQ0031'30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 8 MILES SOUTHEAST
 HQ0031'OF THE MAIN GUARD GATE, WHCIH IS KNOWN AS POINT ABLE, AND 3-1/2
 HQ0031'MILES EAST OF THE TEST RANGE HEADQUARTERS.
 HQ0031'
 HQ0031'TO REACH THE STATION FROM POINT ABLE, GO SOUTH FOR 6.9 MILES TO
 HQ0031'THE HEADQUARTERS ON THE RIGHT.  CONTINUE SOUTH FOR 1.0 MILE TO A
 HQ0031'CROSSROAD.  TURN LEFT, EAST, FOR 3.4 MILES TO A TRACK SIDE ROAD
 HQ0031'LEFT.  TURN LEFT, NORTH, FOR 0.35 MILE TO THE STATION ON THE
 HQ0031'RIGHT.
 HQ0031'
 HQ0031'THE STATION MARK IS A STANDARD DISK, STAMPED IMPACT 1968, SET IN
 HQ0031'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 3
 HQ0031'INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET NORTHEAST OF THE
 HQ0031'CENTER OF A FORK IN THE TRACK ROAD, 18 FEET EAST OF THE CENTER OF
 HQ0031'THE TRACK ROAD AND 4.5 FEET SOUTH OF A METAL WITNESS POST.
 HQ0031'
 HQ0031'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED IMPACT NO 1 1968, SET
 HQ0031'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 3
 HQ0031'INCHES.  IT IS 58 FEET NORTHEAST OF THE CENTER OF THE FORK IN THE
 HQ0031'ROAD, 46 FEET EAST OF THE CENTER OF THE TRACK ROAD AND 28 FEET
 HQ0031'EAST-SOUTHEAST OF THE METAL WITNESS POST.
 HQ0031'
 HQ0031'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED IMPACT NO 2 1968,
 HQ0031'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT, WHICH
 HQ0031'PROJECTS 3 INCHES.  IT IS 67 FEET NORTH-NORTHEAST OF THE FORK
 HQ0031'IN THE ROAD, 24 FEET NORTH OF THE METAL WITNESS POST AND 18
 HQ0031'FEET EAST OF THE TRACK ROAD.
 HQ0031'
 HQ0031'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, BUT THE RED
 HQ0031'LIGHT ATOP THE WATER TANK WAS INTERSECTED AND CAN BE USED FOR AN
 HQ0031'AZIMUTH.
 HQ0031
 HQ0031                          STATION RECOVERY (1968)
 HQ0031
 HQ0031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0031'30 MI SSE FROM TONOPAH.
 HQ0031'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS ABOUT
 HQ0031'30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 8 MILES SE OF THE
 HQ0031'MAIN GUARD GATE, WHICH IS KNOWN AS POINT ABLE, AND 3 1/2 MILES
 HQ0031'EAST OF THE TEST RANGE HEADQUARTERS.  TO REACH THE STATION FROM
 HQ0031'POINT ABLE, GO SOUTH FOR 6.9 MILES TO THE HEADQUARTERS ON THE
 HQ0031'RIGHT, CONTINUE SOUTH FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT,
 HQ0031'EAST, FOR 3.4 MILES TO A TRACK SIDE ROAD LEFT.  TURN LEFT,
 HQ0031'NORTH, FOR 0.35 MILE TO THE STATION ON THE RIGHT.  SET IN THE
 HQ0031'TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 HQ0031'ABOVE THE GROUND SURFACE.  IT IS 46 FEET NORTHEAST OF THE
 HQ0031'CENTER OF A FORK IN THE TRACK ROAD, 18 FEET EAST OF THE CENTER
 HQ0031'OF THE TRACK ROAD AND 4.5 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0069 ***********************************************************************
 HQ0069  DESIGNATION -  IMPACT RM 1
 HQ0069  PID         -  HQ0069
 HQ0069  STATE/COUNTY-  NV/NYE
 HQ0069  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0069
 HQ0069                         *CURRENT SURVEY CONTROL
 HQ0069  ___________________________________________________________________
 HQ0069* NAD 83(1986)-  37 46 48.     (N)    116 41 36.     (W)     SCALED    
 HQ0069* NAVD 88     -      1636.048  (meters)    5367.60   (feet)  ADJUSTED  
 HQ0069  ___________________________________________________________________
 HQ0069  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 HQ0069  DYNAMIC HT  -        1634.208 (meters)    5361.56  (feet)  COMP
 HQ0069  MODELED GRAV-     979,447.6   (mgal)                       NAVD 88
 HQ0069
 HQ0069  VERT ORDER  -  FIRST     CLASS II
 HQ0069
 HQ0069.The horizontal coordinates were scaled from a topographic map and have
 HQ0069.an estimated accuracy of +/- 6 seconds.
 HQ0069
 HQ0069.The orthometric height was determined by differential leveling
 HQ0069.and adjusted by the National Geodetic Survey in June 1991..
 HQ0069
 HQ0069.The geoid height was determined by GEOID03.
 HQ0069
 HQ0069.The dynamic height is computed by dividing the NAVD 88
 HQ0069.geopotential number by the normal gravity value computed on the
 HQ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0069.degrees latitude (g = 980.6199 gals.).
 HQ0069
 HQ0069.The modeled gravity was interpolated from observed gravity values.
 HQ0069
 HQ0069;                    North         East    Units  Estimated Accuracy
 HQ0069;SPC NV C     - 6,336,190.      497,650.      MT  (+/- 180 meters Scaled)
 HQ0069
 HQ0069                          SUPERSEDED SURVEY CONTROL
 HQ0069
 HQ0069.No superseded survey control is available for this station.
 HQ0069
 HQ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB270814(NAD 83)
 HQ0069_MARKER: DR = REFERENCE MARK DISK
 HQ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0069_STAMPING: IMPACT NO 1 1968
 HQ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0069+STABILITY: SURFACE MOTION
 HQ0069
 HQ0069  HISTORY     - Date     Condition        Report By
 HQ0069  HISTORY     - 1968     MONUMENTED       CGS
 HQ0069
 HQ0069                          STATION DESCRIPTION
 HQ0069
 HQ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0069'30 MI SSE FROM TONOPAH.
 HQ0069'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 HQ0069'PROJECTS 3 INCHES.  IT IS 58 FEET NORTHEAST OF THE CENTER OF
 HQ0069'THE FORK IN THE ROAD, 46 FEET EAST OF THE CENTER OF THE TRACK
 HQ0069'ROAD AND 28 FEET EAST-SOUTHEAST OF THE METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0715 ***********************************************************************
 KR0715  DESIGNATION -  IN 001/1 X 16 10
 KR0715  PID         -  KR0715
 KR0715  STATE/COUNTY-  NV/WASHOE
 KR0715  USGS QUAD   -  DERBY DAM (1985)
 KR0715
 KR0715                         *CURRENT SURVEY CONTROL
 KR0715  ___________________________________________________________________
 KR0715* NAD 83(1986)-  39 35 12.     (N)    119 27 51.     (W)     SCALED    
 KR0715* NAVD 88     -      1297.297  (meters)    4256.22   (feet)  ADJUSTED  
 KR0715  ___________________________________________________________________
 KR0715  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 KR0715  DYNAMIC HT  -        1296.116 (meters)    4252.34  (feet)  COMP
 KR0715  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 KR0715
 KR0715  VERT ORDER  -  SECOND    CLASS 0
 KR0715
 KR0715.The horizontal coordinates were scaled from a topographic map and have
 KR0715.an estimated accuracy of +/- 6 seconds.
 KR0715
 KR0715.The orthometric height was determined by differential leveling
 KR0715.and adjusted by the National Geodetic Survey in June 1991..
 KR0715
 KR0715.The geoid height was determined by GEOID03.
 KR0715
 KR0715.The dynamic height is computed by dividing the NAVD 88
 KR0715.geopotential number by the normal gravity value computed on the
 KR0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0715.degrees latitude (g = 980.6199 gals.).
 KR0715
 KR0715.The modeled gravity was interpolated from observed gravity values.
 KR0715
 KR0715;                    North         East    Units  Estimated Accuracy
 KR0715;SPC NV W     - 4,537,100.      724,340.      MT  (+/- 180 meters Scaled)
 KR0715
 KR0715                          SUPERSEDED SURVEY CONTROL
 KR0715
 KR0715  NGVD 29 (??/??/92) 1296.242  (m)         4252.75   (f) ADJ UNCH    2 0
 KR0715
 KR0715.Superseded values are not recommended for survey control.
 KR0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0715.See file dsdata.txt to determine how the superseded data were derived.
 KR0715
 KR0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD883847(NAD 83)
 KR0715_MARKER: DD = SURVEY DISK
 KR0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0715_STAMPING: BM IN001/1X16-10
 KR0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0715+STABILITY: SURFACE MOTION
 KR0715
 KR0715  HISTORY     - Date     Condition        Report By
 KR0715  HISTORY     - UNK      MONUMENTED       NVDH
 KR0715  HISTORY     - 1958     GOOD             NGS
 KR0715
 KR0715                          STATION DESCRIPTION
 KR0715
 KR0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0715'2.95 MI E FROM 102 RANCH.
 KR0715'2.95 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH, 116.0 FEET
 KR0715'EAST OF THE CENTERLINE OF THE HIGHWAY, 95.0 FEET SOUTH OF MILE POLE
 KR0715'NO. 264, 3.0 FEET WEST OF A WITNESS POST, SET IN A ROUND CONCRETE POST
 KR0715'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0717 ***********************************************************************
 KR0717  DESIGNATION -  IN 001/1 X 16 12
 KR0717  PID         -  KR0717
 KR0717  STATE/COUNTY-  NV/WASHOE
 KR0717  USGS QUAD   -  DERBY DAM (1985)
 KR0717
 KR0717                         *CURRENT SURVEY CONTROL
 KR0717  ___________________________________________________________________
 KR0717* NAD 83(1986)-  39 35 23.     (N)    119 26 58.     (W)     SCALED    
 KR0717* NAVD 88     -      1291.419  (meters)    4236.93   (feet)  ADJUSTED  
 KR0717  ___________________________________________________________________
 KR0717  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KR0717  DYNAMIC HT  -        1290.260 (meters)    4233.13  (feet)  COMP
 KR0717  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 KR0717
 KR0717  VERT ORDER  -  SECOND    CLASS 0
 KR0717
 KR0717.The horizontal coordinates were scaled from a topographic map and have
 KR0717.an estimated accuracy of +/- 6 seconds.
 KR0717
 KR0717.The orthometric height was determined by differential leveling
 KR0717.and adjusted by the National Geodetic Survey in June 1991..
 KR0717
 KR0717.The geoid height was determined by GEOID03.
 KR0717
 KR0717.The dynamic height is computed by dividing the NAVD 88
 KR0717.geopotential number by the normal gravity value computed on the
 KR0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0717.degrees latitude (g = 980.6199 gals.).
 KR0717
 KR0717.The modeled gravity was interpolated from observed gravity values.
 KR0717
 KR0717;                    North         East    Units  Estimated Accuracy
 KR0717;SPC NV W     - 4,537,420.      725,610.      MT  (+/- 180 meters Scaled)
 KR0717
 KR0717                          SUPERSEDED SURVEY CONTROL
 KR0717
 KR0717  NGVD 29 (??/??/92) 1290.379  (m)         4233.52   (f) ADJ UNCH    2 0
 KR0717
 KR0717.Superseded values are not recommended for survey control.
 KR0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0717.See file dsdata.txt to determine how the superseded data were derived.
 KR0717
 KR0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD896850(NAD 83)
 KR0717_MARKER: DD = SURVEY DISK
 KR0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0717_STAMPING: BM IN 001/1X16-12
 KR0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0717+STABILITY: SURFACE MOTION
 KR0717
 KR0717  HISTORY     - Date     Condition        Report By
 KR0717  HISTORY     - UNK      MONUMENTED       NVDH
 KR0717  HISTORY     - 1958     GOOD             NGS
 KR0717
 KR0717                          STATION DESCRIPTION
 KR0717
 KR0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0717'4.05 MI E FROM 102 RANCH.
 KR0717'4.05 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH, 225.0 FEET
 KR0717'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET SOUTH OF A WITNESS
 KR0717'POST, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND
 KR0717'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0718 ***********************************************************************
 KR0718  DESIGNATION -  IN 001/1 X 16 13
 KR0718  PID         -  KR0718
 KR0718  STATE/COUNTY-  NV/WASHOE
 KR0718  USGS QUAD   -  DERBY DAM (1985)
 KR0718
 KR0718                         *CURRENT SURVEY CONTROL
 KR0718  ___________________________________________________________________
 KR0718* NAD 83(1986)-  39 35 21.     (N)    119 26 28.     (W)     SCALED    
 KR0718* NAVD 88     -      1293.221  (meters)    4242.84   (feet)  ADJUSTED  
 KR0718  ___________________________________________________________________
 KR0718  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KR0718  DYNAMIC HT  -        1292.081 (meters)    4239.10  (feet)  COMP
 KR0718  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 KR0718
 KR0718  VERT ORDER  -  SECOND    CLASS 0
 KR0718
 KR0718.The horizontal coordinates were scaled from a topographic map and have
 KR0718.an estimated accuracy of +/- 6 seconds.
 KR0718
 KR0718.The orthometric height was determined by differential leveling
 KR0718.and adjusted by the National Geodetic Survey in June 1991..
 KR0718
 KR0718.The geoid height was determined by GEOID03.
 KR0718
 KR0718.The dynamic height is computed by dividing the NAVD 88
 KR0718.geopotential number by the normal gravity value computed on the
 KR0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0718.degrees latitude (g = 980.6199 gals.).
 KR0718
 KR0718.The modeled gravity was interpolated from observed gravity values.
 KR0718
 KR0718;                    North         East    Units  Estimated Accuracy
 KR0718;SPC NV W     - 4,537,350.      726,320.      MT  (+/- 180 meters Scaled)
 KR0718
 KR0718                          SUPERSEDED SURVEY CONTROL
 KR0718
 KR0718  NGVD 29 (??/??/92) 1292.203  (m)         4239.50   (f) ADJ UNCH    2 0
 KR0718
 KR0718.Superseded values are not recommended for survey control.
 KR0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0718.See file dsdata.txt to determine how the superseded data were derived.
 KR0718
 KR0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD903850(NAD 83)
 KR0718_MARKER: DD = SURVEY DISK
 KR0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0718_STAMPING: BM IN001/1X16-13
 KR0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0718+STABILITY: SURFACE MOTION
 KR0718
 KR0718  HISTORY     - Date     Condition        Report By
 KR0718  HISTORY     - UNK      MONUMENTED       NVDH
 KR0718  HISTORY     - 1958     GOOD             NGS
 KR0718
 KR0718                          STATION DESCRIPTION
 KR0718
 KR0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0718'4.55 MI E FROM 102 RANCH.
 KR0718'4.55 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH, 140.0 FEET
 KR0718'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.4 FEET NORTH OF A WITNESS
 KR0718'POST, SET IN A ROUND CONCRETE POST PROJECTING 1 INCH ABOVE GROUND
 KR0718'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0719 ***********************************************************************
 KR0719  DESIGNATION -  IN 001/1 X 16 14
 KR0719  PID         -  KR0719
 KR0719  STATE/COUNTY-  NV/WASHOE
 KR0719  USGS QUAD   -  DERBY DAM (1985)
 KR0719
 KR0719                         *CURRENT SURVEY CONTROL
 KR0719  ___________________________________________________________________
 KR0719* NAD 83(1986)-  39 35 22.     (N)    119 25 32.     (W)     SCALED    
 KR0719* NAVD 88     -      1289.769  (meters)    4231.52   (feet)  ADJUSTED  
 KR0719  ___________________________________________________________________
 KR0719  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KR0719  DYNAMIC HT  -        1288.646 (meters)    4227.83  (feet)  COMP
 KR0719  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 KR0719
 KR0719  VERT ORDER  -  SECOND    CLASS 0
 KR0719
 KR0719.The horizontal coordinates were scaled from a topographic map and have
 KR0719.an estimated accuracy of +/- 6 seconds.
 KR0719
 KR0719.The orthometric height was determined by differential leveling
 KR0719.and adjusted by the National Geodetic Survey in June 1991..
 KR0719
 KR0719.The geoid height was determined by GEOID03.
 KR0719
 KR0719.The dynamic height is computed by dividing the NAVD 88
 KR0719.geopotential number by the normal gravity value computed on the
 KR0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0719.degrees latitude (g = 980.6199 gals.).
 KR0719
 KR0719.The modeled gravity was interpolated from observed gravity values.
 KR0719
 KR0719;                    North         East    Units  Estimated Accuracy
 KR0719;SPC NV W     - 4,537,370.      727,660.      MT  (+/- 180 meters Scaled)
 KR0719
 KR0719                          SUPERSEDED SURVEY CONTROL
 KR0719
 KR0719  NGVD 29 (??/??/92) 1288.767  (m)         4228.23   (f) ADJ UNCH    2 0
 KR0719
 KR0719.Superseded values are not recommended for survey control.
 KR0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0719.See file dsdata.txt to determine how the superseded data were derived.
 KR0719
 KR0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD917850(NAD 83)
 KR0719_MARKER: DD = SURVEY DISK
 KR0719_SETTING: 80 = SET IN A BOULDER
 KR0719_SP_SET: BOULDER
 KR0719_STAMPING: BM IN001/1X16-14
 KR0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0719+STABILITY: SURFACE MOTION
 KR0719
 KR0719  HISTORY     - Date     Condition        Report By
 KR0719  HISTORY     - UNK      MONUMENTED       NVDH
 KR0719  HISTORY     - 1958     GOOD             NGS
 KR0719
 KR0719                          STATION DESCRIPTION
 KR0719
 KR0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0719'5.35 MI E FROM 102 RANCH.
 KR0719'5.35 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH, 264.0 FEET
 KR0719'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET SOUTH OF A WITNESS
 KR0719'POST, SET IN A DRILL HOLE IN A BOULDER PROJECTING 8 INCHES ABOVE
 KR0719'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0720 ***********************************************************************
 KR0720  DESIGNATION -  IN 001/1 X 16 15
 KR0720  PID         -  KR0720
 KR0720  STATE/COUNTY-  NV/WASHOE
 KR0720  USGS QUAD   -  DERBY DAM (1985)
 KR0720
 KR0720                         *CURRENT SURVEY CONTROL
 KR0720  ___________________________________________________________________
 KR0720* NAD 83(1986)-  39 35 24.     (N)    119 25 16.     (W)     SCALED    
 KR0720* NAVD 88     -      1278.948  (meters)    4196.02   (feet)  ADJUSTED  
 KR0720  ___________________________________________________________________
 KR0720  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KR0720  DYNAMIC HT  -        1277.838 (meters)    4192.37  (feet)  COMP
 KR0720  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 KR0720
 KR0720  VERT ORDER  -  SECOND    CLASS 0
 KR0720
 KR0720.The horizontal coordinates were scaled from a topographic map and have
 KR0720.an estimated accuracy of +/- 6 seconds.
 KR0720
 KR0720.The orthometric height was determined by differential leveling
 KR0720.and adjusted by the National Geodetic Survey in June 1991..
 KR0720
 KR0720.The geoid height was determined by GEOID03.
 KR0720
 KR0720.The dynamic height is computed by dividing the NAVD 88
 KR0720.geopotential number by the normal gravity value computed on the
 KR0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0720.degrees latitude (g = 980.6199 gals.).
 KR0720
 KR0720.The modeled gravity was interpolated from observed gravity values.
 KR0720
 KR0720;                    North         East    Units  Estimated Accuracy
 KR0720;SPC NV W     - 4,537,430.      728,040.      MT  (+/- 180 meters Scaled)
 KR0720
 KR0720                          SUPERSEDED SURVEY CONTROL
 KR0720
 KR0720  NGVD 29 (??/??/92) 1277.949  (m)         4192.74   (f) ADJ UNCH    2 0
 KR0720
 KR0720.Superseded values are not recommended for survey control.
 KR0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0720.See file dsdata.txt to determine how the superseded data were derived.
 KR0720
 KR0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD920850(NAD 83)
 KR0720_MARKER: DD = SURVEY DISK
 KR0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0720_STAMPING: BM IN001/1X16-15
 KR0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0720+STABILITY: SURFACE MOTION
 KR0720
 KR0720  HISTORY     - Date     Condition        Report By
 KR0720  HISTORY     - UNK      MONUMENTED       NVDH
 KR0720  HISTORY     - 1958     GOOD             NGS
 KR0720
 KR0720                          STATION DESCRIPTION
 KR0720
 KR0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0720'5.55 MI E FROM 102 RANCH.
 KR0720'5.55 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH, 117.0 FEET
 KR0720'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET SOUTH OF A WITNESS
 KR0720'POST, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0708 ***********************************************************************
 KR0708  DESIGNATION -  IN 001/1 X 16 2
 KR0708  PID         -  KR0708
 KR0708  STATE/COUNTY-  NV/WASHOE
 KR0708  USGS QUAD   -  DERBY DAM (1985)
 KR0708
 KR0708                         *CURRENT SURVEY CONTROL
 KR0708  ___________________________________________________________________
 KR0708* NAD 83(1994)-  39 33 58.25983(N)    119 29 49.50930(W)     ADJUSTED  
 KR0708* NAVD 88     -      1316.550  (meters)    4319.38   (feet)  ADJUSTED  
 KR0708  ___________________________________________________________________
 KR0708  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 KR0708  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KR0708  DYNAMIC HT  -        1315.363 (meters)    4315.49  (feet)  COMP
 KR0708  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 KR0708
 KR0708  HORZ ORDER  -  SECOND
 KR0708  VERT ORDER  -  SECOND    CLASS 0
 KR0708
 KR0708.The horizontal coordinates were established by classical geodetic methods
 KR0708.and adjusted by the National Geodetic Survey in June 1998..
 KR0708
 KR0708.The orthometric height was determined by differential leveling
 KR0708.and adjusted by the National Geodetic Survey in June 1991..
 KR0708
 KR0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0708
 KR0708.The geoid height was determined by GEOID03.
 KR0708
 KR0708.The dynamic height is computed by dividing the NAVD 88
 KR0708.geopotential number by the normal gravity value computed on the
 KR0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0708.degrees latitude (g = 980.6199 gals.).
 KR0708
 KR0708.The modeled gravity was interpolated from observed gravity values.
 KR0708
 KR0708;                    North         East     Units Scale Factor Converg.
 KR0708;SPC NV W     - 4,534,849.179   721,486.825   MT  0.99997587   -0 34 55.4
 KR0708;SPC NV W     -14,878,084.35  2,367,078.03   sFT  0.99997587   -0 34 55.4
 KR0708;UTM  11      - 4,382,588.065   285,493.830   MT  1.00016654   -1 35 28.2
 KR0708
 KR0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0708!SPC NV W     -   0.99979726  x   0.99997587  =   0.99977313
 KR0708!UTM  11      -   0.99979726  x   1.00016654  =   0.99996376
 KR0708
 KR0708:                Primary Azimuth Mark                     Grid Az
 KR0708:SPC NV W     -  BOLT                                     038 04 17.2
 KR0708:UTM  11      -  BOLT                                     039 04 50.0
 KR0708
 KR0708|---------------------------------------------------------------------|
 KR0708| PID    Reference Object                     Distance      Geod. Az  |
 KR0708|                                                           dddmmss.s |
 KR0708| KR1594 BOLT                                APPROX. 2.1 KM 0372921.8 |
 KR0708|---------------------------------------------------------------------|
 KR0708
 KR0708                          SUPERSEDED SURVEY CONTROL
 KR0708
 KR0708  NAD 83(1992)-  39 33 58.26638(N)    119 29 49.50288(W) AD(       ) 2
 KR0708  NAD 83(1986)-  39 33 58.26761(N)    119 29 49.49259(W) AD(       ) 2
 KR0708  NAD 27      -  39 33 58.58110(N)    119 29 45.84650(W) AD(       ) 2
 KR0708  NGVD 29 (??/??/92) 1315.502  (m)         4315.94   (f) ADJ UNCH    2 0
 KR0708
 KR0708.Superseded values are not recommended for survey control.
 KR0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0708.See file dsdata.txt to determine how the superseded data were derived.
 KR0708
 KR0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8549482588(NAD 83)
 KR0708_MARKER: DD = SURVEY DISK
 KR0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0708_STAMPING: BM IN001/1X16-2
 KR0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0708+STABILITY: SURFACE MOTION
 KR0708
 KR0708  HISTORY     - Date     Condition        Report By
 KR0708  HISTORY     - 1958     MONUMENTED       CGS
 KR0708  HISTORY     - 1958     GOOD             NGS
 KR0708
 KR0708                          STATION DESCRIPTION
 KR0708
 KR0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR0708'THE STATION IS 0.6 MILES EAST OF THE 102 RANCH AND TRAILER
 KR0708'COURT ALONG U.S. HIGHWAY 40, 0.15 MILE EAST OF POINT WHERE THERE
 KR0708'IS AN UNDERPASS FOR ACCESS TO THE 102 RANCH, ON THE TOP AND
 KR0708'SOUTHEAST END OF AN ISOLATED KNOLL WHERE THE MAIN HIGHWAY
 KR0708'PASSES ON THE NORTH SIDE, THROUGH A CUT, AND THE OLD ROAD GOES
 KR0708'ALONG THE SOUTH SIDE OF THE KNOLL ABOUT 50 FEET BELOW THE
 KR0708'STATION SITE.
 KR0708'
 KR0708'THE STATION MARK IS A NEVADA HIGHWAY MONUMENT SET IN THE TOP
 KR0708'OF A CYLINDRICAL POST, FLUSH WITH THE SURROUNDING GROUND AND
 KR0708'STAMPED BM IN001/1X-16-2
 KR0708
 KR0708                          STATION RECOVERY (1958)
 KR0708
 KR0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KR0708'0.35 MI E FROM 102 RANCH.
 KR0708'0.35 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH TO THE WEST
 KR0708'END OF A HIGHWAY CUT, 270.0 FEET SOUTH OF THE CENTERLINE OF THE EAST
 KR0708'BOUND TRAFFIC LANE, 3.0 FEET SOUTH OF A WITNESS POST, SET IN A ROUND
 KR0708'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND SURFACE, AND ABOUT 60
 KR0708'FEET HIGHER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0711 ***********************************************************************
 KR0711  DESIGNATION -  IN 001/1 X 16 6
 KR0711  PID         -  KR0711
 KR0711  STATE/COUNTY-  NV/WASHOE
 KR0711  USGS QUAD   -  DERBY DAM (1985)
 KR0711
 KR0711                         *CURRENT SURVEY CONTROL
 KR0711  ___________________________________________________________________
 KR0711* NAD 83(1986)-  39 34 12.     (N)    119 28 22.     (W)     SCALED    
 KR0711* NAVD 88     -      1297.459  (meters)    4256.75   (feet)  ADJUSTED  
 KR0711  ___________________________________________________________________
 KR0711  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 KR0711  DYNAMIC HT  -        1296.301 (meters)    4252.95  (feet)  COMP
 KR0711  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 KR0711
 KR0711  VERT ORDER  -  SECOND    CLASS 0
 KR0711
 KR0711.The horizontal coordinates were scaled from a topographic map and have
 KR0711.an estimated accuracy of +/- 6 seconds.
 KR0711
 KR0711.The orthometric height was determined by differential leveling
 KR0711.and adjusted by the National Geodetic Survey in June 1991..
 KR0711
 KR0711.The geoid height was determined by GEOID03.
 KR0711
 KR0711.The dynamic height is computed by dividing the NAVD 88
 KR0711.geopotential number by the normal gravity value computed on the
 KR0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0711.degrees latitude (g = 980.6199 gals.).
 KR0711
 KR0711.The modeled gravity was interpolated from observed gravity values.
 KR0711
 KR0711;                    North         East    Units  Estimated Accuracy
 KR0711;SPC NV W     - 4,535,250.      723,580.      MT  (+/- 180 meters Scaled)
 KR0711
 KR0711                          SUPERSEDED SURVEY CONTROL
 KR0711
 KR0711  NGVD 29 (??/??/92) 1296.426  (m)         4253.36   (f) ADJ UNCH    2 0
 KR0711
 KR0711.Superseded values are not recommended for survey control.
 KR0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0711.See file dsdata.txt to determine how the superseded data were derived.
 KR0711
 KR0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD875829(NAD 83)
 KR0711_MARKER: DD = SURVEY DISK
 KR0711_SETTING: 66 = SET IN ROCK OUTCROP
 KR0711_SP_SET: ROCK OUTCROP
 KR0711_STAMPING: BM IN001/1X16-6
 KR0711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0711+STABILITY: POSITION/ELEVATION WELL
 KR0711
 KR0711  HISTORY     - Date     Condition        Report By
 KR0711  HISTORY     - UNK      MONUMENTED       NVDH
 KR0711  HISTORY     - 1958     GOOD             NGS
 KR0711
 KR0711                          STATION DESCRIPTION
 KR0711
 KR0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0711'1.65 MI E FROM 102 RANCH.
 KR0711'1.65 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH, 247.0 FEET
 KR0711'EAST OF THE CENTERLINE OF HIGHWAY, 32.5 FEET WEST OF A DIRT ROAD, 14.6
 KR0711'FEET EAST OF A WITNESS POST, SET IN A ROCK OUTCROP FLUSH WITH THE
 KR0711'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0712 ***********************************************************************
 KR0712  DESIGNATION -  IN 001/1 X 16 7
 KR0712  PID         -  KR0712
 KR0712  STATE/COUNTY-  NV/WASHOE
 KR0712  USGS QUAD   -  DERBY DAM (1985)
 KR0712
 KR0712                         *CURRENT SURVEY CONTROL
 KR0712  ___________________________________________________________________
 KR0712* NAD 83(1986)-  39 34 29.     (N)    119 28 17.     (W)     SCALED    
 KR0712* NAVD 88     -      1305.234  (meters)    4282.26   (feet)  ADJUSTED  
 KR0712  ___________________________________________________________________
 KR0712  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 KR0712  DYNAMIC HT  -        1304.063 (meters)    4278.41  (feet)  COMP
 KR0712  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 KR0712
 KR0712  VERT ORDER  -  SECOND    CLASS 0
 KR0712
 KR0712.The horizontal coordinates were scaled from a topographic map and have
 KR0712.an estimated accuracy of +/- 6 seconds.
 KR0712
 KR0712.The orthometric height was determined by differential leveling
 KR0712.and adjusted by the National Geodetic Survey in June 1991..
 KR0712
 KR0712.The geoid height was determined by GEOID03.
 KR0712
 KR0712.The dynamic height is computed by dividing the NAVD 88
 KR0712.geopotential number by the normal gravity value computed on the
 KR0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0712.degrees latitude (g = 980.6199 gals.).
 KR0712
 KR0712.The modeled gravity was interpolated from observed gravity values.
 KR0712
 KR0712;                    North         East    Units  Estimated Accuracy
 KR0712;SPC NV W     - 4,535,780.      723,700.      MT  (+/- 180 meters Scaled)
 KR0712
 KR0712                          SUPERSEDED SURVEY CONTROL
 KR0712
 KR0712  NGVD 29 (??/??/92) 1304.195  (m)         4278.85   (f) ADJ UNCH    2 0
 KR0712
 KR0712.Superseded values are not recommended for survey control.
 KR0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0712.See file dsdata.txt to determine how the superseded data were derived.
 KR0712
 KR0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD877834(NAD 83)
 KR0712_MARKER: DD = SURVEY DISK
 KR0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0712_STAMPING: BM IN001/1X16-7
 KR0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0712+STABILITY: SURFACE MOTION
 KR0712
 KR0712  HISTORY     - Date     Condition        Report By
 KR0712  HISTORY     - UNK      MONUMENTED       NVDH
 KR0712  HISTORY     - 1958     GOOD             NGS
 KR0712
 KR0712                          STATION DESCRIPTION
 KR0712
 KR0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0712'1.9 MI E FROM 102 RANCH.
 KR0712'1.9 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH, 139.0 FEET
 KR0712'EAST OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET EAST OF A WITNESS
 KR0712'POST, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND
 KR0712'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0713 ***********************************************************************
 KR0713  DESIGNATION -  IN 001/1 X 16 8
 KR0713  PID         -  KR0713
 KR0713  STATE/COUNTY-  NV/WASHOE
 KR0713  USGS QUAD   -  DERBY DAM (1985)
 KR0713
 KR0713                         *CURRENT SURVEY CONTROL
 KR0713  ___________________________________________________________________
 KR0713* NAD 83(1986)-  39 34 43.     (N)    119 28 17.     (W)     SCALED    
 KR0713* NAVD 88     -      1297.746  (meters)    4257.69   (feet)  ADJUSTED  
 KR0713  ___________________________________________________________________
 KR0713  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 KR0713  DYNAMIC HT  -        1296.575 (meters)    4253.85  (feet)  COMP
 KR0713  MODELED GRAV-     979,679.3   (mgal)                       NAVD 88
 KR0713
 KR0713  VERT ORDER  -  SECOND    CLASS 0
 KR0713
 KR0713.The horizontal coordinates were scaled from a topographic map and have
 KR0713.an estimated accuracy of +/- 6 seconds.
 KR0713
 KR0713.The orthometric height was determined by differential leveling
 KR0713.and adjusted by the National Geodetic Survey in June 1991..
 KR0713
 KR0713.The geoid height was determined by GEOID03.
 KR0713
 KR0713.The dynamic height is computed by dividing the NAVD 88
 KR0713.geopotential number by the normal gravity value computed on the
 KR0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0713.degrees latitude (g = 980.6199 gals.).
 KR0713
 KR0713.The modeled gravity was interpolated from observed gravity values.
 KR0713
 KR0713;                    North         East    Units  Estimated Accuracy
 KR0713;SPC NV W     - 4,536,210.      723,710.      MT  (+/- 180 meters Scaled)
 KR0713
 KR0713                          SUPERSEDED SURVEY CONTROL
 KR0713
 KR0713  NGVD 29 (??/??/92) 1296.701  (m)         4254.26   (f) ADJ UNCH    2 0
 KR0713
 KR0713.Superseded values are not recommended for survey control.
 KR0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0713.See file dsdata.txt to determine how the superseded data were derived.
 KR0713
 KR0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD877839(NAD 83)
 KR0713_MARKER: DD = SURVEY DISK
 KR0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0713_STAMPING: BM IN001/1X16-8
 KR0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0713+STABILITY: SURFACE MOTION
 KR0713
 KR0713  HISTORY     - Date     Condition        Report By
 KR0713  HISTORY     - UNK      MONUMENTED       NVDH
 KR0713  HISTORY     - 1958     GOOD             NGS
 KR0713
 KR0713                          STATION DESCRIPTION
 KR0713
 KR0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0713'2.2 MI E FROM 102 RANCH.
 KR0713'2.2 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH, 82.0 FEET
 KR0713'EAST OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET WEST OF A WITNESS
 KR0713'POST, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE, AND
 KR0713'ABOUT 40.0 FEET LOWER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0714 ***********************************************************************
 KR0714  DESIGNATION -  IN 001/1 X 16 9
 KR0714  PID         -  KR0714
 KR0714  STATE/COUNTY-  NV/WASHOE
 KR0714  USGS QUAD   -  DERBY DAM (1985)
 KR0714
 KR0714                         *CURRENT SURVEY CONTROL
 KR0714  ___________________________________________________________________
 KR0714* NAD 83(1986)-  39 34 59.     (N)    119 28 08.     (W)     SCALED    
 KR0714* NAVD 88     -      1304.557  (meters)    4280.03   (feet)  ADJUSTED  
 KR0714  ___________________________________________________________________
 KR0714  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 KR0714  DYNAMIC HT  -        1303.372 (meters)    4276.15  (feet)  COMP
 KR0714  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 KR0714
 KR0714  VERT ORDER  -  SECOND    CLASS 0
 KR0714
 KR0714.The horizontal coordinates were scaled from a topographic map and have
 KR0714.an estimated accuracy of +/- 6 seconds.
 KR0714
 KR0714.The orthometric height was determined by differential leveling
 KR0714.and adjusted by the National Geodetic Survey in June 1991..
 KR0714
 KR0714.The geoid height was determined by GEOID03.
 KR0714
 KR0714.The dynamic height is computed by dividing the NAVD 88
 KR0714.geopotential number by the normal gravity value computed on the
 KR0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0714.degrees latitude (g = 980.6199 gals.).
 KR0714
 KR0714.The modeled gravity was interpolated from observed gravity values.
 KR0714
 KR0714;                    North         East    Units  Estimated Accuracy
 KR0714;SPC NV W     - 4,536,700.      723,930.      MT  (+/- 180 meters Scaled)
 KR0714
 KR0714                          SUPERSEDED SURVEY CONTROL
 KR0714
 KR0714  NGVD 29 (??/??/92) 1303.505  (m)         4276.58   (f) ADJ UNCH    2 0
 KR0714
 KR0714.Superseded values are not recommended for survey control.
 KR0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0714.See file dsdata.txt to determine how the superseded data were derived.
 KR0714
 KR0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD879843(NAD 83)
 KR0714_MARKER: DD = SURVEY DISK
 KR0714_SETTING: 80 = SET IN A BOULDER
 KR0714_SP_SET: BOULDER
 KR0714_STAMPING: BM IN001/1X16-9
 KR0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0714+STABILITY: SURFACE MOTION
 KR0714
 KR0714  HISTORY     - Date     Condition        Report By
 KR0714  HISTORY     - UNK      MONUMENTED       NVDH
 KR0714  HISTORY     - 1958     GOOD             NGS
 KR0714
 KR0714                          STATION DESCRIPTION
 KR0714
 KR0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0714'2.55 MI E FROM 102 RANCH.
 KR0714'2.55 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE 102 RANCH, 103.0 FEET
 KR0714'EAST OF THE CENTERLINE OF THE HIGHWAY, 23.0 FEET NORTH OF A TELEPHONE
 KR0714'POLE, 3.0 FEET EAST OF A WITNESS POST, SET IN A DRILL HOLE IN A
 KR0714'BOULDER PROJECTING 4 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0725 ***********************************************************************
 KR0725  DESIGNATION -  IN 001/1 X 17 1
 KR0725  PID         -  KR0725
 KR0725  STATE/COUNTY-  NV/WASHOE
 KR0725  USGS QUAD   -  FERNLEY WEST (1985)
 KR0725
 KR0725                         *CURRENT SURVEY CONTROL
 KR0725  ___________________________________________________________________
 KR0725* NAD 83(1986)-  39 35 54.     (N)    119 21 20.     (W)     SCALED    
 KR0725* NAVD 88     -      1270.527  (meters)    4168.39   (feet)  ADJUSTED  
 KR0725  ___________________________________________________________________
 KR0725  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 KR0725  DYNAMIC HT  -        1269.439 (meters)    4164.82  (feet)  COMP
 KR0725  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 KR0725
 KR0725  VERT ORDER  -  SECOND    CLASS 0
 KR0725
 KR0725.The horizontal coordinates were scaled from a topographic map and have
 KR0725.an estimated accuracy of +/- 6 seconds.
 KR0725
 KR0725.The orthometric height was determined by differential leveling
 KR0725.and adjusted by the National Geodetic Survey in June 1991..
 KR0725
 KR0725.The geoid height was determined by GEOID03.
 KR0725
 KR0725.The dynamic height is computed by dividing the NAVD 88
 KR0725.geopotential number by the normal gravity value computed on the
 KR0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0725.degrees latitude (g = 980.6199 gals.).
 KR0725
 KR0725.The modeled gravity was interpolated from observed gravity values.
 KR0725
 KR0725;                    North         East    Units  Estimated Accuracy
 KR0725;SPC NV W     - 4,538,300.      733,680.      MT  (+/- 180 meters Scaled)
 KR0725
 KR0725                          SUPERSEDED SURVEY CONTROL
 KR0725
 KR0725  NGVD 29 (??/??/92) 1269.552  (m)         4165.19   (f) ADJ UNCH    2 0
 KR0725
 KR0725.Superseded values are not recommended for survey control.
 KR0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0725.See file dsdata.txt to determine how the superseded data were derived.
 KR0725
 KR0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD977858(NAD 83)
 KR0725_MARKER: DD = SURVEY DISK
 KR0725_SETTING: 80 = SET IN A BOULDER
 KR0725_STAMPING: BM IN001/1X17-1
 KR0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0725+STABILITY: SURFACE MOTION
 KR0725
 KR0725  HISTORY     - Date     Condition        Report By
 KR0725  HISTORY     - UNK      MONUMENTED       NVDH
 KR0725  HISTORY     - 1958     GOOD             NGS
 KR0725
 KR0725                          STATION DESCRIPTION
 KR0725
 KR0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0725'4.45 MI W FROM WADSWORTH.
 KR0725'4.45 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0725'WADSWORTH, 29.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, SET IN A
 KR0725'DRILL HOLE IN A BOULDER PROJECTING 12 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0627 ***********************************************************************
 KR0627  DESIGNATION -  IN 001/1 X 17 10
 KR0627  PID         -  KR0627
 KR0627  STATE/COUNTY-  NV/LYON
 KR0627  USGS QUAD   -  FERNLEY EAST (1985)
 KR0627
 KR0627                         *CURRENT SURVEY CONTROL
 KR0627  ___________________________________________________________________
 KR0627* NAD 83(1986)-  39 37 24.     (N)    119 13 51.     (W)     SCALED    
 KR0627* NAVD 88     -      1267.825  (meters)    4159.52   (feet)  ADJUSTED  
 KR0627  ___________________________________________________________________
 KR0627  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 KR0627  DYNAMIC HT  -        1266.723 (meters)    4155.91  (feet)  COMP
 KR0627  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 KR0627
 KR0627  VERT ORDER  -  SECOND    CLASS 0
 KR0627
 KR0627.The horizontal coordinates were scaled from a topographic map and have
 KR0627.an estimated accuracy of +/- 6 seconds.
 KR0627
 KR0627.The orthometric height was determined by differential leveling
 KR0627.and adjusted by the National Geodetic Survey in June 1991..
 KR0627
 KR0627.The geoid height was determined by GEOID03.
 KR0627
 KR0627.The dynamic height is computed by dividing the NAVD 88
 KR0627.geopotential number by the normal gravity value computed on the
 KR0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0627.degrees latitude (g = 980.6199 gals.).
 KR0627
 KR0627.The modeled gravity was interpolated from observed gravity values.
 KR0627
 KR0627;                    North         East    Units  Estimated Accuracy
 KR0627;SPC NV W     - 4,541,000.      744,410.      MT  (+/- 180 meters Scaled)
 KR0627
 KR0627                          SUPERSEDED SURVEY CONTROL
 KR0627
 KR0627  NGVD 29 (??/??/92) 1266.838  (m)         4156.28   (f) ADJ UNCH    2 0
 KR0627
 KR0627.Superseded values are not recommended for survey control.
 KR0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0627.See file dsdata.txt to determine how the superseded data were derived.
 KR0627
 KR0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD085883(NAD 83)
 KR0627_MARKER: DD = SURVEY DISK
 KR0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0627_STAMPING: BM IN001/1X17-10
 KR0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0627+STABILITY: SURFACE MOTION
 KR0627
 KR0627  HISTORY     - Date     Condition        Report By
 KR0627  HISTORY     - UNK      MONUMENTED       NVDH
 KR0627  HISTORY     - 1958     GOOD             NGS
 KR0627
 KR0627                          STATION DESCRIPTION
 KR0627
 KR0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0627'3.6 MI E FROM WADSWORTH.
 KR0627'0.55 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0627'WADSWORTH TO A SIDE ROAD LEFT, THENCE 3.05 MILES EAST ALONG MAIN
 KR0627'TRAVELED ROAD, ABOUT 275.0 FEET SOUTH OF ROAD ON TOP OF A KNOLL, 3.0
 KR0627'FEET SOUTH OF A WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING
 KR0627'3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0628 ***********************************************************************
 KR0628  DESIGNATION -  IN 001/1 X 17 11
 KR0628  PID         -  KR0628
 KR0628  STATE/COUNTY-  NV/LYON
 KR0628  USGS QUAD   -  FERNLEY EAST (1985)
 KR0628
 KR0628                         *CURRENT SURVEY CONTROL
 KR0628  ___________________________________________________________________
 KR0628* NAD 83(1986)-  39 37 27.     (N)    119 12 58.     (W)     SCALED    
 KR0628* NAVD 88     -      1268.294  (meters)    4161.06   (feet)  ADJUSTED  
 KR0628  ___________________________________________________________________
 KR0628  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 KR0628  DYNAMIC HT  -        1267.196 (meters)    4157.46  (feet)  COMP
 KR0628  MODELED GRAV-     979,716.7   (mgal)                       NAVD 88
 KR0628
 KR0628  VERT ORDER  -  SECOND    CLASS 0
 KR0628
 KR0628.The horizontal coordinates were scaled from a topographic map and have
 KR0628.an estimated accuracy of +/- 6 seconds.
 KR0628
 KR0628.The orthometric height was determined by differential leveling
 KR0628.and adjusted by the National Geodetic Survey in June 1991..
 KR0628
 KR0628.The geoid height was determined by GEOID03.
 KR0628
 KR0628.The dynamic height is computed by dividing the NAVD 88
 KR0628.geopotential number by the normal gravity value computed on the
 KR0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0628.degrees latitude (g = 980.6199 gals.).
 KR0628
 KR0628.The modeled gravity was interpolated from observed gravity values.
 KR0628
 KR0628;                    North         East    Units  Estimated Accuracy
 KR0628;SPC NV W     - 4,541,080.      745,680.      MT  (+/- 180 meters Scaled)
 KR0628
 KR0628                          SUPERSEDED SURVEY CONTROL
 KR0628
 KR0628  NGVD 29 (??/??/92) 1267.311  (m)         4157.84   (f) ADJ UNCH    2 0
 KR0628
 KR0628.Superseded values are not recommended for survey control.
 KR0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0628.See file dsdata.txt to determine how the superseded data were derived.
 KR0628
 KR0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD097883(NAD 83)
 KR0628_MARKER: DD = SURVEY DISK
 KR0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0628_STAMPING: BM IN001/1X17-11
 KR0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0628+STABILITY: SURFACE MOTION
 KR0628
 KR0628  HISTORY     - Date     Condition        Report By
 KR0628  HISTORY     - UNK      MONUMENTED       NVDH
 KR0628  HISTORY     - 1958     GOOD             NGS
 KR0628
 KR0628                          STATION DESCRIPTION
 KR0628
 KR0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0628'4.3 MI E FROM WADSWORTH.
 KR0628'0.55 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0628'WADSWORTH TO A SIDE ROAD LEFT, THENCE 3.75 MILES EAST ALONG MAIN
 KR0628'TRAVELED ROAD TO EAST END OF A FILL, ABOUT 500.0 FEET SOUTH OF ROAD,
 KR0628'3.0 FEET SOUTH OF A WITNESS POST, SET IN A ROUND CONCRETE POST
 KR0628'PROJECTING 6 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0630 ***********************************************************************
 KR0630  DESIGNATION -  IN 001/1 X 17 13
 KR0630  PID         -  KR0630
 KR0630  STATE/COUNTY-  NV/CHURCHILL
 KR0630  USGS QUAD   -  TWO TIPS (1985)
 KR0630
 KR0630                         *CURRENT SURVEY CONTROL
 KR0630  ___________________________________________________________________
 KR0630* NAD 83(1986)-  39 37 51.     (N)    119 11 25.     (W)     SCALED    
 KR0630* NAVD 88     -      1253.896  (meters)    4113.82   (feet)  ADJUSTED  
 KR0630  ___________________________________________________________________
 KR0630  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 KR0630  DYNAMIC HT  -        1252.824 (meters)    4110.31  (feet)  COMP
 KR0630  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 KR0630
 KR0630  VERT ORDER  -  SECOND    CLASS 0
 KR0630
 KR0630.The horizontal coordinates were scaled from a topographic map and have
 KR0630.an estimated accuracy of +/- 6 seconds.
 KR0630
 KR0630.The orthometric height was determined by differential leveling
 KR0630.and adjusted by the National Geodetic Survey in June 1991..
 KR0630
 KR0630.The geoid height was determined by GEOID03.
 KR0630
 KR0630.The dynamic height is computed by dividing the NAVD 88
 KR0630.geopotential number by the normal gravity value computed on the
 KR0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0630.degrees latitude (g = 980.6199 gals.).
 KR0630
 KR0630.The modeled gravity was interpolated from observed gravity values.
 KR0630
 KR0630;                    North         East    Units  Estimated Accuracy
 KR0630;SPC NV W     - 4,541,800.      747,900.      MT  (+/- 180 meters Scaled)
 KR0630
 KR0630                          SUPERSEDED SURVEY CONTROL
 KR0630
 KR0630  NGVD 29 (??/??/92) 1252.926  (m)         4110.64   (f) ADJ UNCH    2 0
 KR0630
 KR0630.Superseded values are not recommended for survey control.
 KR0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0630.See file dsdata.txt to determine how the superseded data were derived.
 KR0630
 KR0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD120890(NAD 83)
 KR0630_MARKER: DD = SURVEY DISK
 KR0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0630_STAMPING: BM IN001/1X/7-13
 KR0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0630+STABILITY: SURFACE MOTION
 KR0630
 KR0630  HISTORY     - Date     Condition        Report By
 KR0630  HISTORY     - UNK      MONUMENTED       NVDH
 KR0630  HISTORY     - 1958     GOOD             NGS
 KR0630  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0630
 KR0630                          STATION DESCRIPTION
 KR0630
 KR0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0630'4.1 MI NE FROM FERNLEY.
 KR0630'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0630'FERNLEY TO NEAR THE NORTHEAST END OF A HIGHWAY FILL, 117.0 FEET
 KR0630'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET NORTHWEST OF A
 KR0630'WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 KR0630'SURFACE.
 KR0630
 KR0630                          STATION RECOVERY (1986)
 KR0630
 KR0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0630'NOT RECOVERED.  BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0726 ***********************************************************************
 KR0726  DESIGNATION -  IN 001/1 X 17 2
 KR0726  PID         -  KR0726
 KR0726  STATE/COUNTY-  NV/WASHOE
 KR0726  USGS QUAD   -  FERNLEY WEST (1985)
 KR0726
 KR0726                         *CURRENT SURVEY CONTROL
 KR0726  ___________________________________________________________________
 KR0726* NAD 83(1986)-  39 36 01.     (N)    119 20 30.     (W)     SCALED    
 KR0726* NAVD 88     -      1265.440  (meters)    4151.70   (feet)  ADJUSTED  
 KR0726  ___________________________________________________________________
 KR0726  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 KR0726  DYNAMIC HT  -        1264.361 (meters)    4148.16  (feet)  COMP
 KR0726  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 KR0726
 KR0726  VERT ORDER  -  SECOND    CLASS 0
 KR0726
 KR0726.The horizontal coordinates were scaled from a topographic map and have
 KR0726.an estimated accuracy of +/- 6 seconds.
 KR0726
 KR0726.The orthometric height was determined by differential leveling
 KR0726.and adjusted by the National Geodetic Survey in June 1991..
 KR0726
 KR0726.The geoid height was determined by GEOID03.
 KR0726
 KR0726.The dynamic height is computed by dividing the NAVD 88
 KR0726.geopotential number by the normal gravity value computed on the
 KR0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0726.degrees latitude (g = 980.6199 gals.).
 KR0726
 KR0726.The modeled gravity was interpolated from observed gravity values.
 KR0726
 KR0726;                    North         East    Units  Estimated Accuracy
 KR0726;SPC NV W     - 4,538,510.      734,870.      MT  (+/- 180 meters Scaled)
 KR0726
 KR0726                          SUPERSEDED SURVEY CONTROL
 KR0726
 KR0726  NGVD 29 (??/??/92) 1264.471  (m)         4148.52   (f) ADJ UNCH    2 0
 KR0726
 KR0726.Superseded values are not recommended for survey control.
 KR0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0726.See file dsdata.txt to determine how the superseded data were derived.
 KR0726
 KR0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD989860(NAD 83)
 KR0726_MARKER: DD = SURVEY DISK
 KR0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0726_STAMPING: BM IN001/1X17-2
 KR0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0726+STABILITY: SURFACE MOTION
 KR0726
 KR0726  HISTORY     - Date     Condition        Report By
 KR0726  HISTORY     - UNK      MONUMENTED       NVDH
 KR0726  HISTORY     - 1958     GOOD             NGS
 KR0726
 KR0726                          STATION DESCRIPTION
 KR0726
 KR0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0726'3.7 MI W FROM WADSWORTH.
 KR0726'3.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0726'WADSWORTH, 48.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET
 KR0726'NORTHWEST OF A WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 1
 KR0726'INCH ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0729 ***********************************************************************
 KR0729  DESIGNATION -  IN 001/1 X 17 3
 KR0729  PID         -  KR0729
 KR0729  STATE/COUNTY-  NV/WASHOE
 KR0729  USGS QUAD   -  FERNLEY WEST (1985)
 KR0729
 KR0729                         *CURRENT SURVEY CONTROL
 KR0729  ___________________________________________________________________
 KR0729* NAD 83(1994)-  39 36 13.17334(N)    119 19 47.45309(W)     ADJUSTED  
 KR0729* NAVD 88     -      1264.835  (meters)    4149.71   (feet)  ADJUSTED  
 KR0729  ___________________________________________________________________
 KR0729  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 KR0729  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KR0729  DYNAMIC HT  -        1263.753 (meters)    4146.16  (feet)  COMP
 KR0729  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 KR0729
 KR0729  HORZ ORDER  -  SECOND
 KR0729  VERT ORDER  -  SECOND    CLASS 0
 KR0729
 KR0729.The horizontal coordinates were established by classical geodetic methods
 KR0729.and adjusted by the National Geodetic Survey in June 1998..
 KR0729
 KR0729.The orthometric height was determined by differential leveling
 KR0729.and adjusted by the National Geodetic Survey in June 1991..
 KR0729
 KR0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0729
 KR0729.The geoid height was determined by GEOID03.
 KR0729
 KR0729.The dynamic height is computed by dividing the NAVD 88
 KR0729.geopotential number by the normal gravity value computed on the
 KR0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0729.degrees latitude (g = 980.6199 gals.).
 KR0729
 KR0729.The modeled gravity was interpolated from observed gravity values.
 KR0729
 KR0729;                    North         East     Units Scale Factor Converg.
 KR0729;SPC NV W     - 4,538,877.037   735,891.267   MT  0.99995058   -0 28 33.2
 KR0729;SPC NV W     -14,891,299.08  2,414,336.60   sFT  0.99995058   -0 28 33.2
 KR0729;UTM  11      - 4,386,362.155   299,969.405   MT  1.00009264   -1 29 08.5
 KR0729
 KR0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0729!SPC NV W     -   0.99980537  x   0.99995058  =   0.99975596
 KR0729!UTM  11      -   0.99980537  x   1.00009264  =   0.99989799
 KR0729
 KR0729                          SUPERSEDED SURVEY CONTROL
 KR0729
 KR0729  NAD 83(1992)-  39 36 13.17982(N)    119 19 47.44158(W) AD(       ) 2
 KR0729  NAD 83(1986)-  39 36 13.17980(N)    119 19 47.43217(W) AD(       ) 2
 KR0729  NAD 27      -  39 36 13.49250(N)    119 19 43.81830(W) AD(       ) 2
 KR0729  NGVD 29 (??/??/92) 1263.861  (m)         4146.52   (f) ADJ UNCH    2 0
 KR0729
 KR0729.Superseded values are not recommended for survey control.
 KR0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0729.See file dsdata.txt to determine how the superseded data were derived.
 KR0729
 KR0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD9996986362(NAD 83)
 KR0729_MARKER: DD = SURVEY DISK
 KR0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0729_STAMPING: BM IN001/1X17-3
 KR0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0729+STABILITY: SURFACE MOTION
 KR0729
 KR0729  HISTORY     - Date     Condition        Report By
 KR0729  HISTORY     - 1958     MONUMENTED       CGS
 KR0729  HISTORY     - 1958     GOOD             NGS
 KR0729
 KR0729                          STATION DESCRIPTION
 KR0729
 KR0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR0729'3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KR0729'IN WADSWORTH, ON THE EMBANKMENT 61-1/2 FEET SOUTHEAST OF THE
 KR0729'CENTER LINE OF THE HIGHWAY AND 3 FEET NORTHWEST OF A WITNESS
 KR0729'POST.
 KR0729'
 KR0729'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WAD,
 KR0729'DISTANCE BEING 28.09 FEET - 8.562 METERS NORTHEAST OF STATION
 KR0729'WAD.  THE MARK IS A NEVADA HIGHWAY SURVEY BRONZE DISK STAMPED
 KR0729'BM IN001/1X 17-3 AND SET IN A 6-INCH CYLINDRICAL CONCRETE POST
 KR0729'PROJECTING ABOUT 1 INCH.
 KR0729
 KR0729                          STATION RECOVERY (1958)
 KR0729
 KR0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KR0729'3.1 MI W FROM WADSWORTH.
 KR0729'3.1 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0729'WADSWORTH, 60.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 28.1 FEET
 KR0729'NORTHEAST OF TRIANGULATION STATION WAD 1958, 3.0 FEET NORTHWEST OF A
 KR0729'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 1 INCH ABOVE
 KR0729'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0730 ***********************************************************************
 KR0730  DESIGNATION -  IN 001/1 X 17 4
 KR0730  PID         -  KR0730
 KR0730  STATE/COUNTY-  NV/WASHOE
 KR0730  USGS QUAD   -  FERNLEY WEST (1985)
 KR0730
 KR0730                         *CURRENT SURVEY CONTROL
 KR0730  ___________________________________________________________________
 KR0730* NAD 83(1986)-  39 36 27.     (N)    119 19 18.     (W)     SCALED    
 KR0730* NAVD 88     -      1257.614  (meters)    4126.02   (feet)  ADJUSTED  
 KR0730  ___________________________________________________________________
 KR0730  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 KR0730  DYNAMIC HT  -        1256.536 (meters)    4122.49  (feet)  COMP
 KR0730  MODELED GRAV-     979,726.4   (mgal)                       NAVD 88
 KR0730
 KR0730  VERT ORDER  -  SECOND    CLASS 0
 KR0730
 KR0730.The horizontal coordinates were scaled from a topographic map and have
 KR0730.an estimated accuracy of +/- 6 seconds.
 KR0730
 KR0730.The orthometric height was determined by differential leveling
 KR0730.and adjusted by the National Geodetic Survey in June 1991..
 KR0730
 KR0730.The geoid height was determined by GEOID03.
 KR0730
 KR0730.The dynamic height is computed by dividing the NAVD 88
 KR0730.geopotential number by the normal gravity value computed on the
 KR0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0730.degrees latitude (g = 980.6199 gals.).
 KR0730
 KR0730.The modeled gravity was interpolated from observed gravity values.
 KR0730
 KR0730;                    North         East    Units  Estimated Accuracy
 KR0730;SPC NV W     - 4,539,300.      736,600.      MT  (+/- 180 meters Scaled)
 KR0730
 KR0730                          SUPERSEDED SURVEY CONTROL
 KR0730
 KR0730  NGVD 29 (??/??/92) 1256.641  (m)         4122.83   (f) ADJ UNCH    2 0
 KR0730
 KR0730.Superseded values are not recommended for survey control.
 KR0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0730.See file dsdata.txt to determine how the superseded data were derived.
 KR0730
 KR0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD006867(NAD 83)
 KR0730_MARKER: DD = SURVEY DISK
 KR0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0730_STAMPING: BM IN001/1X17-4
 KR0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0730+STABILITY: SURFACE MOTION
 KR0730
 KR0730  HISTORY     - Date     Condition        Report By
 KR0730  HISTORY     - UNK      MONUMENTED       NVDH
 KR0730  HISTORY     - 1958     GOOD             NGS
 KR0730
 KR0730                          STATION DESCRIPTION
 KR0730
 KR0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0730'2.5 MI W FROM WADSWORTH.
 KR0730'2.5 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0730'WADSWORTH, 47.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET
 KR0730'SOUTH OF A FENCELINE, 3.0 FEET NORTHWEST OF A WITNESS POST, SET IN A
 KR0730'ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0731 ***********************************************************************
 KR0731  DESIGNATION -  IN 001/1 X 17 5
 KR0731  PID         -  KR0731
 KR0731  STATE/COUNTY-  NV/WASHOE
 KR0731  USGS QUAD   -  FERNLEY WEST (1985)
 KR0731
 KR0731                         *CURRENT SURVEY CONTROL
 KR0731  ___________________________________________________________________
 KR0731* NAD 83(1986)-  39 36 51.     (N)    119 18 38.     (W)     SCALED    
 KR0731* NAVD 88     -      1250.356  (meters)    4102.21   (feet)  ADJUSTED  
 KR0731  ___________________________________________________________________
 KR0731  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KR0731  DYNAMIC HT  -        1249.280 (meters)    4098.68  (feet)  COMP
 KR0731  MODELED GRAV-     979,723.2   (mgal)                       NAVD 88
 KR0731
 KR0731  VERT ORDER  -  SECOND    CLASS 0
 KR0731
 KR0731.The horizontal coordinates were scaled from a topographic map and have
 KR0731.an estimated accuracy of +/- 6 seconds.
 KR0731
 KR0731.The orthometric height was determined by differential leveling
 KR0731.and adjusted by the National Geodetic Survey in June 1991..
 KR0731
 KR0731.The geoid height was determined by GEOID03.
 KR0731
 KR0731.The dynamic height is computed by dividing the NAVD 88
 KR0731.geopotential number by the normal gravity value computed on the
 KR0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0731.degrees latitude (g = 980.6199 gals.).
 KR0731
 KR0731.The modeled gravity was interpolated from observed gravity values.
 KR0731
 KR0731;                    North         East    Units  Estimated Accuracy
 KR0731;SPC NV W     - 4,540,030.      737,560.      MT  (+/- 180 meters Scaled)
 KR0731
 KR0731                          SUPERSEDED SURVEY CONTROL
 KR0731
 KR0731  NGVD 29 (??/??/92) 1249.379  (m)         4099.00   (f) ADJ UNCH    2 0
 KR0731
 KR0731.Superseded values are not recommended for survey control.
 KR0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0731.See file dsdata.txt to determine how the superseded data were derived.
 KR0731
 KR0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD016874(NAD 83)
 KR0731_MARKER: DD = SURVEY DISK
 KR0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0731_STAMPING: BM IN001/1X17-5
 KR0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0731+STABILITY: SURFACE MOTION
 KR0731
 KR0731  HISTORY     - Date     Condition        Report By
 KR0731  HISTORY     - UNK      MONUMENTED       NVDH
 KR0731  HISTORY     - 1958     GOOD             NGS
 KR0731
 KR0731                          STATION DESCRIPTION
 KR0731
 KR0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0731'1.9 MI W FROM WADSWORTH.
 KR0731'1.2 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0731'WADSWORTH, THENCE 0.7 MILE SOUTHWEST ALONG TRACK ROAD TO A SAND DUNE
 KR0731'ON RIGHT, 235.0 FEET NORTHWEST OF THE CENTER OF ROAD, 3.0 FEET
 KR0731'SOUTHEAST OF A WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 5
 KR0731'INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0592 ***********************************************************************
 KR0592  DESIGNATION -  IN 001/1 X 17 6
 KR0592  PID         -  KR0592
 KR0592  STATE/COUNTY-  NV/STOREY
 KR0592  USGS QUAD   -  FERNLEY WEST (1985)
 KR0592
 KR0592                         *CURRENT SURVEY CONTROL
 KR0592  ___________________________________________________________________
 KR0592* NAD 83(1994)-  39 37 00.24005(N)    119 17 27.86358(W)     ADJUSTED  
 KR0592* NAVD 88     -      1280.151  (meters)    4199.96   (feet)  ADJUSTED  
 KR0592  ___________________________________________________________________
 KR0592  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 KR0592  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR0592  DYNAMIC HT  -        1279.047 (meters)    4196.34  (feet)  COMP
 KR0592  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 KR0592
 KR0592  HORZ ORDER  -  SECOND
 KR0592  VERT ORDER  -  FIRST     CLASS I
 KR0592
 KR0592.The horizontal coordinates were established by classical geodetic methods
 KR0592.and adjusted by the National Geodetic Survey in June 1998..
 KR0592
 KR0592.The orthometric height was determined by differential leveling
 KR0592.and adjusted by the National Geodetic Survey in June 1991..
 KR0592
 KR0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0592
 KR0592.The geoid height was determined by GEOID03.
 KR0592
 KR0592.The dynamic height is computed by dividing the NAVD 88
 KR0592.geopotential number by the normal gravity value computed on the
 KR0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0592.degrees latitude (g = 980.6199 gals.).
 KR0592
 KR0592.The modeled gravity was interpolated from observed gravity values.
 KR0592
 KR0592;                    North         East     Units Scale Factor Converg.
 KR0592;SPC NV W     - 4,540,301.551   739,232.615   MT  0.99994545   -0 27 04.7
 KR0592;SPC NV W     -14,895,972.67  2,425,299.00   sFT  0.99994545   -0 27 04.7
 KR0592;UTM  11      - 4,387,727.740   303,335.801   MT  1.00007620   -1 27 40.9
 KR0592
 KR0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0592!SPC NV W     -   0.99980298  x   0.99994545  =   0.99974844
 KR0592!UTM  11      -   0.99980298  x   1.00007620  =   0.99987917
 KR0592
 KR0592                          SUPERSEDED SURVEY CONTROL
 KR0592
 KR0592  NAD 83(1992)-  39 37 00.24642(N)    119 17 27.85130(W) AD(       ) 2
 KR0592  NAD 83(1986)-  39 37 00.24594(N)    119 17 27.84281(W) AD(       ) 2
 KR0592  NAD 27      -  39 37 00.55940(N)    119 17 24.23230(W) AD(       ) 2
 KR0592  NGVD 29 (??/??/92) 1279.177  (m)         4196.77   (f) ADJ UNCH    1 1
 KR0592
 KR0592.Superseded values are not recommended for survey control.
 KR0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0592.See file dsdata.txt to determine how the superseded data were derived.
 KR0592
 KR0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0333687728(NAD 83)
 KR0592_MARKER: DD = SURVEY DISK
 KR0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0592_STAMPING: IN001/1X
 KR0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0592+STABILITY: SURFACE MOTION
 KR0592
 KR0592  HISTORY     - Date     Condition        Report By
 KR0592  HISTORY     - 1958     MONUMENTED       CGS
 KR0592  HISTORY     - 1969     GOOD             NGS
 KR0592
 KR0592                          STATION DESCRIPTION
 KR0592
 KR0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0592'SEE STATION LANAC
 KR0592
 KR0592                          STATION RECOVERY (1969)
 KR0592
 KR0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KR0592'2.15 MI W FROM FERNLEY.
 KR0592'2.15 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0592'STATION AT FERNLEY, 2 1/4 POLES WEST AND ACROSS THE TRACK FROM
 KR0592'MILEPOLE 274, 99.6 FEET SOUTH OF THE SOUTH RAIL, 46.0 FEET WEST OF
 KR0592'LANAC R.M. 1, 13 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD WHICH
 KR0592'IS ALONG THE NORTH SIDE OF THE TRUCKEE CANAL, 25 FEET NORTH AND ACROSS
 KR0592'THE ROAD FROM THE NORTH CONCRETE LINING OF THE CANAL, 3.2 FEET SOUTH
 KR0592'OF A WITNESS POST, ABOUT 31 FEET HIGHER THAN THE TRACK, AND SET IN THE
 KR0592'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 9, T 20N, R
 KR0592'24E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0587 ***********************************************************************
 KR0587  DESIGNATION -  IN 001/1 X 17 7
 KR0587  PID         -  KR0587
 KR0587  STATE/COUNTY-  NV/LYON
 KR0587  USGS QUAD   -  FERNLEY WEST (1985)
 KR0587
 KR0587                         *CURRENT SURVEY CONTROL
 KR0587  ___________________________________________________________________
 KR0587* NAD 83(1986)-  39 37 16.     (N)    119 16 36.     (W)     SCALED    
 KR0587* NAVD 88     -      1277.483  (meters)    4191.21   (feet)  ADJUSTED  
 KR0587  ___________________________________________________________________
 KR0587  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KR0587  DYNAMIC HT  -        1276.380 (meters)    4187.59  (feet)  COMP
 KR0587  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 KR0587
 KR0587  VERT ORDER  -  SECOND    CLASS 0
 KR0587
 KR0587.The horizontal coordinates were scaled from a topographic map and have
 KR0587.an estimated accuracy of +/- 6 seconds.
 KR0587
 KR0587.The orthometric height was determined by differential leveling
 KR0587.and adjusted by the National Geodetic Survey in June 1991..
 KR0587
 KR0587.The geoid height was determined by GEOID03.
 KR0587
 KR0587.The dynamic height is computed by dividing the NAVD 88
 KR0587.geopotential number by the normal gravity value computed on the
 KR0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0587.degrees latitude (g = 980.6199 gals.).
 KR0587
 KR0587.The modeled gravity was interpolated from observed gravity values.
 KR0587
 KR0587;                    North         East    Units  Estimated Accuracy
 KR0587;SPC NV W     - 4,540,780.      740,470.      MT  (+/- 180 meters Scaled)
 KR0587
 KR0587                          SUPERSEDED SURVEY CONTROL
 KR0587
 KR0587  NGVD 29 (??/??/92) 1276.514  (m)         4188.03   (f) ADJ UNCH    2 0
 KR0587
 KR0587.Superseded values are not recommended for survey control.
 KR0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0587.See file dsdata.txt to determine how the superseded data were derived.
 KR0587
 KR0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD045881(NAD 83)
 KR0587_MARKER: DD = SURVEY DISK
 KR0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0587_STAMPING: BM IN001/1X17-7
 KR0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0587+STABILITY: SURFACE MOTION
 KR0587
 KR0587  HISTORY     - Date     Condition        Report By
 KR0587  HISTORY     - UNK      MONUMENTED       NVDH
 KR0587  HISTORY     - 1958     GOOD             NGS
 KR0587
 KR0587                          STATION DESCRIPTION
 KR0587
 KR0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0587'2.05 MI W FROM FERNLEY.
 KR0587'1.4 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST
 KR0587'OFFICE AT FERNLEY TO RODEO GROUNDS ON LEFT, THENCE 0.65 MILE WEST
 KR0587'ALONG DIM TRACK ROAD ALONG NORTH SIDE OF RODEO GROUNDS TO TOP OF A
 KR0587'SANDY KNOLL, 12.0 FEET NORTH OF CENTER OF ROAD, 3.0 FEET NORTH OF A
 KR0587'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE
 KR0587'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0625 ***********************************************************************
 KR0625  DESIGNATION -  IN 001/1 X 17 8
 KR0625  PID         -  KR0625
 KR0625  STATE/COUNTY-  NV/LYON
 KR0625  USGS QUAD   -  FERNLEY WEST (1985)
 KR0625
 KR0625                         *CURRENT SURVEY CONTROL
 KR0625  ___________________________________________________________________
 KR0625* NAD 83(1986)-  39 37 17.     (N)    119 15 31.     (W)     SCALED    
 KR0625* NAVD 88     -      1272.488  (meters)    4174.82   (feet)  ADJUSTED  
 KR0625  ___________________________________________________________________
 KR0625  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 KR0625  DYNAMIC HT  -        1271.387 (meters)    4171.21  (feet)  COMP
 KR0625  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 KR0625
 KR0625  VERT ORDER  -  SECOND    CLASS 0
 KR0625
 KR0625.The horizontal coordinates were scaled from a topographic map and have
 KR0625.an estimated accuracy of +/- 6 seconds.
 KR0625
 KR0625.The orthometric height was determined by differential leveling
 KR0625.and adjusted by the National Geodetic Survey in June 1991..
 KR0625
 KR0625.The geoid height was determined by GEOID03.
 KR0625
 KR0625.The dynamic height is computed by dividing the NAVD 88
 KR0625.geopotential number by the normal gravity value computed on the
 KR0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0625.degrees latitude (g = 980.6199 gals.).
 KR0625
 KR0625.The modeled gravity was interpolated from observed gravity values.
 KR0625
 KR0625;                    North         East    Units  Estimated Accuracy
 KR0625;SPC NV W     - 4,540,800.      742,020.      MT  (+/- 180 meters Scaled)
 KR0625
 KR0625                          SUPERSEDED SURVEY CONTROL
 KR0625
 KR0625  NGVD 29 (??/??/92) 1271.507  (m)         4171.60   (f) ADJ UNCH    2 0
 KR0625
 KR0625.Superseded values are not recommended for survey control.
 KR0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0625.See file dsdata.txt to determine how the superseded data were derived.
 KR0625
 KR0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD061881(NAD 83)
 KR0625_MARKER: DD = SURVEY DISK
 KR0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0625_STAMPING: BM IN001/1X17-8
 KR0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0625+STABILITY: SURFACE MOTION
 KR0625
 KR0625  HISTORY     - Date     Condition        Report By
 KR0625  HISTORY     - UNK      MONUMENTED       NVDH
 KR0625  HISTORY     - 1958     GOOD             NGS
 KR0625
 KR0625                          STATION DESCRIPTION
 KR0625
 KR0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0625'1.85 MI E FROM WADSWORTH.
 KR0625'0.55 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT WADSWORTH
 KR0625'TO A SIDE ROAD LEFT, THENCE 1.3 MILES EAST ALONG MAIN TRAVELED ROAD
 KR0625'ALONG THE NORTH SIDE OF THE RAILROAD TRACKS TO A 4-WAY INTERSECTION,
 KR0625'292.5 FEET SOUTHWEST OF INTERSECTION, 3.0 FEET SOUTH OF A WITNESS
 KR0625'POST, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND
 KR0625'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1587 ***********************************************************************
 KR1587  DESIGNATION -  IN 001/1 X 17 8
 KR1587  PID         -  KR1587
 KR1587  STATE/COUNTY-  NV/LYON
 KR1587  USGS QUAD   -  FERNLEY WEST (1985)
 KR1587
 KR1587                         *CURRENT SURVEY CONTROL
 KR1587  ___________________________________________________________________
 KR1587* NAD 83(1994)-  39 37 16.54157(N)    119 15 36.05460(W)     ADJUSTED  
 KR1587* NAVD 88     -      1272.49   (+/-2cm)    4174.8    (feet)  VERTCON   
 KR1587  ___________________________________________________________________
 KR1587  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 KR1587  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 KR1587
 KR1587  HORZ ORDER  -  THIRD
 KR1587  VERT ORDER  -  THIRD ? (See Below)
 KR1587
 KR1587.The horizontal coordinates were established by classical geodetic methods
 KR1587.and adjusted by the National Geodetic Survey in June 1998..
 KR1587
 KR1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1587.The vertical order pertains to the NGVD 29 superseded value.
 KR1587
 KR1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1587
 KR1587.The geoid height was determined by GEOID03.
 KR1587
 KR1587;                    North         East     Units Scale Factor Converg.
 KR1587;SPC NV W     - 4,540,783.717   741,903.106   MT  0.99994154   -0 25 53.5
 KR1587;SPC NV W     -14,897,554.58  2,434,060.44   sFT  0.99994154   -0 25 53.5
 KR1587;UTM  11      - 4,388,162.809   306,014.715   MT  1.00006331   -1 26 30.1
 KR1587
 KR1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1587!SPC NV W     -   0.99980419  x   0.99994154  =   0.99974574
 KR1587!UTM  11      -   0.99980419  x   1.00006331  =   0.99986749
 KR1587
 KR1587                          SUPERSEDED SURVEY CONTROL
 KR1587
 KR1587  NAD 83(1992)-  39 37 16.54758(N)    119 15 36.04170(W) AD(       ) 3
 KR1587  NAD 83(1986)-  39 37 16.54683(N)    119 15 36.03384(W) AD(       ) 3
 KR1587  NAD 27      -  39 37 16.86110(N)    119 15 32.42830(W) AD(       ) 3
 KR1587  NGVD 29 (07/19/86) 1271.51   (m)         4171.6    (f) LEVELING    3  
 KR1587
 KR1587.Superseded values are not recommended for survey control.
 KR1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1587.See file dsdata.txt to determine how the superseded data were derived.
 KR1587
 KR1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0601588163(NAD 83)
 KR1587_MARKER: Z = SEE DESCRIPTION
 KR1587_SETTING: 0 = UNSPECIFIED SETTING
 KR1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1587
 KR1587  HISTORY     - Date     Condition        Report By
 KR1587  HISTORY     - 1958     MONUMENTED       CGS
 KR1587
 KR1587                          STATION DESCRIPTION
 KR1587
 KR1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1587'THE STATION IS ABOUT 1-3/4 MILES SOUTHEAST OF WADSWORTH AND
 KR1587'1-1/2 MILES NORTH-NORTHWEST OF FERNLEY, ON TOP OF A PROMINENT
 KR1587'SAND DUNE AND ABOUT 75 YARDS SOUTHWEST OF A CROSSROAD
 KR1587'INTERSECTION.
 KR1587'
 KR1587'TO REACH FROM THE POST OFFICE IN WADSWORTH, GO SOUTHEAST ON
 KR1587'U.S. HIGHWAY 40 FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 KR1587'ACROSS THE RAILROAD TRACKS THEN TAKE THE RIGHT FORK, EASTERLY,
 KR1587'ON OLD ROAD ALONG THE NORTH SIDE OF THE RAILROAD TRACKS FOR
 KR1587'1.3 MILES TO A CROSSROAD INTERSECTION.  PACK SOUTHWEST FOR ABOUT
 KR1587'75 YARDS TO TOP OF SAND DUNE AND STATION SITE.
 KR1587'
 KR1587'THE MARK IS A NEVADA HIGHWAY DEPARTMENT SURVEY BRONZE DISK SET
 KR1587'IN A 6-INCH ROUND CONCRETE POST PROJECTING ABOUT 4 INCHES,
 KR1587'AND 3 FEET SOUTHEAST OF A METAL WITNESS POST.  STAMPED
 KR1587'IN001/1X17-8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0626 ***********************************************************************
 KR0626  DESIGNATION -  IN 001/1 X 17 9
 KR0626  PID         -  KR0626
 KR0626  STATE/COUNTY-  NV/WASHOE
 KR0626  USGS QUAD   -  FERNLEY EAST (1985)
 KR0626
 KR0626                         *CURRENT SURVEY CONTROL
 KR0626  ___________________________________________________________________
 KR0626* NAD 83(1986)-  39 37 21.     (N)    119 14 57.     (W)     SCALED    
 KR0626* NAVD 88     -      1267.698  (meters)    4159.11   (feet)  ADJUSTED  
 KR0626  ___________________________________________________________________
 KR0626  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 KR0626  DYNAMIC HT  -        1266.598 (meters)    4155.50  (feet)  COMP
 KR0626  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 KR0626
 KR0626  VERT ORDER  -  SECOND    CLASS 0
 KR0626
 KR0626.The horizontal coordinates were scaled from a topographic map and have
 KR0626.an estimated accuracy of +/- 6 seconds.
 KR0626
 KR0626.The orthometric height was determined by differential leveling
 KR0626.and adjusted by the National Geodetic Survey in June 1991..
 KR0626
 KR0626.The geoid height was determined by GEOID03.
 KR0626
 KR0626.The dynamic height is computed by dividing the NAVD 88
 KR0626.geopotential number by the normal gravity value computed on the
 KR0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0626.degrees latitude (g = 980.6199 gals.).
 KR0626
 KR0626.The modeled gravity was interpolated from observed gravity values.
 KR0626
 KR0626;                    North         East    Units  Estimated Accuracy
 KR0626;SPC NV W     - 4,540,910.      742,840.      MT  (+/- 180 meters Scaled)
 KR0626
 KR0626                          SUPERSEDED SURVEY CONTROL
 KR0626
 KR0626  NGVD 29 (??/??/92) 1266.714  (m)         4155.88   (f) ADJ UNCH    2 0
 KR0626
 KR0626.Superseded values are not recommended for survey control.
 KR0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0626.See file dsdata.txt to determine how the superseded data were derived.
 KR0626
 KR0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD069882(NAD 83)
 KR0626_MARKER: DD = SURVEY DISK
 KR0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0626_STAMPING: BM IN001/1X17-9
 KR0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0626+STABILITY: SURFACE MOTION
 KR0626
 KR0626  HISTORY     - Date     Condition        Report By
 KR0626  HISTORY     - UNK      MONUMENTED       NVDH
 KR0626  HISTORY     - 1958     GOOD             NGS
 KR0626
 KR0626                          STATION DESCRIPTION
 KR0626
 KR0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KR0626'2.55 MI E FROM WADSWORTH.
 KR0626'0.55 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0626'WADSWORTH TO A SIDE ROAD LEFT, THENCE 2.0 MILES EAST ALONG MAIN
 KR0626'TRAVELED ROAD ALONG THE NORTH SIDE TO THE RAILROAD TRACKS, 18.0 FEET
 KR0626'NORTH OF THE CENTER OF ROAD, 3.0 FEET NORTH OF A WITNESS POST, SET IN
 KR0626'A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8065 ***********************************************************************
 AH8065  DESIGNATION -  IND
 AH8065  PID         -  AH8065
 AH8065  STATE/COUNTY-  NV/LANDER
 AH8065  USGS QUAD   -  TENABO (1985)
 AH8065
 AH8065                         *CURRENT SURVEY CONTROL
 AH8065  ___________________________________________________________________
 AH8065* NAD 83(1994)-  40 20 49.13822(N)    116 43 41.77285(W)     ADJUSTED  
 AH8065* NAVD 88     -      2006.2    (meters)    6582.     (feet)  VERTCON   
 AH8065  ___________________________________________________________________
 AH8065  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 AH8065  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 AH8065
 AH8065  HORZ ORDER  -  THIRD
 AH8065
 AH8065.The horizontal coordinates were established by classical geodetic methods
 AH8065.and adjusted by the National Geodetic Survey in February 1999..
 AH8065
 AH8065.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8065
 AH8065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8065
 AH8065.The geoid height was determined by GEOID03.
 AH8065
 AH8065;                    North         East     Units Scale Factor Converg.
 AH8065;SPC NV C     - 6,621,138.672   494,766.680   MT  0.99990034   -0 02 23.6
 AH8065;SPC NV C     -21,722,852.46  1,623,247.02   sFT  0.99990034   -0 02 23.6
 AH8065;UTM  11      - 4,466,305.505   523,076.957   MT  0.99960656   +0 10 33.3
 AH8065
 AH8065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8065!SPC NV C     -   0.99968857  x   0.99990034  =   0.99958894
 AH8065!UTM  11      -   0.99968857  x   0.99960656  =   0.99929525
 AH8065
 AH8065                          SUPERSEDED SURVEY CONTROL
 AH8065
 AH8065  NGVD 29 (02/26/99) 2005.0    (m)         6578.     (f) VERT ANG       
 AH8065
 AH8065.Superseded values are not recommended for survey control.
 AH8065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8065.See file dsdata.txt to determine how the superseded data were derived.
 AH8065
 AH8065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE2307766306(NAD 83)
 AH8065_MARKER: 72 = CAIRN
 AH8065
 AH8065  HISTORY     - Date     Condition        Report By
 AH8065  HISTORY     - 1945     FIRST OBSERVED   USGS
 AH8065
 AH8065                          STATION DESCRIPTION
 AH8065
 AH8065'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 AH8065'LOCATED ABOUT 23 MI SE. OF BATTLE MOUNTAIN, ABOUT 3 MI NW. OF TENABO.
 AH8065'ON SUMMIT OF HILL.
 AH8065'TO REACH FROM BATTLE MOUNTAIN, FOLLOW HILLTOP RD. 15.9 MI TO FORKS.
 AH8065'TAKE RIGHT FORK OVER SUMMIT DOWN INDIAN CREEK TO ONLY RANCH HOUSE IN
 AH8065'INDIAN CREEK CANYON. TURN NW. 1 MI TO FOOT OF HILL. HIKE W. ABOUT 1 MI
 AH8065'TO SUMMIT AND STATION.
 AH8065'STATION MARK--5-FT CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR2521 ***********************************************************************
 HR2521  DESIGNATION -  INDIAN
 HR2521  PID         -  HR2521
 HR2521  STATE/COUNTY-  NV/ESMERALDA
 HR2521  USGS QUAD   -  DAVIS MOUNTAIN (1994)
 HR2521
 HR2521                         *CURRENT SURVEY CONTROL
 HR2521  ___________________________________________________________________
 HR2521* NAD 83(1994)-  37 46 54.05029(N)    118 14 14.82746(W)     ADJUSTED  
 HR2521* NAVD 88     -      2855.     (meters)    9367.     (feet)  SCALED    
 HR2521  ___________________________________________________________________
 HR2521  LAPLACE CORR-         -15.16  (seconds)                    DEFLEC99
 HR2521  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 HR2521
 HR2521  HORZ ORDER  -  THIRD
 HR2521
 HR2521.The horizontal coordinates were established by classical geodetic methods
 HR2521.and adjusted by the National Geodetic Survey in June 1998..
 HR2521
 HR2521.The orthometric height was scaled from a topographic map.
 HR2521
 HR2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2521
 HR2521.The geoid height was determined by GEOID03.
 HR2521
 HR2521;                    North         East     Units Scale Factor Converg.
 HR2521;SPC NV W     - 4,336,430.159   830,466.444   MT  0.99991143   +0 12 42.9
 HR2521;SPC NV W     -14,227,104.61  2,724,621.99   sFT  0.99991143   +0 12 42.9
 HR2521;SPC CA 3     -   644,651.207 2,199,279.342   MT  0.99992932   +1 23 06.7
 HR2521;SPC CA 3     - 2,114,993.17  7,215,468.97   sFT  0.99992932   +1 23 06.7
 HR2521;UTM  11      - 4,182,313.475   391,031.584   MT  0.99974625   -0 45 29.5
 HR2521
 HR2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2521!SPC NV W     -   0.99955603  x   0.99991143  =   0.99946750
 HR2521!SPC CA 3     -   0.99955603  x   0.99992932  =   0.99948538
 HR2521!UTM  11      -   0.99955603  x   0.99974625  =   0.99930239
 HR2521
 HR2521:                Primary Azimuth Mark                     Grid Az
 HR2521:SPC NV W     -  T 62 HIGH                                261 54 57.6
 HR2521:SPC CA 3     -  T 62 HIGH                                260 44 33.8
 HR2521:UTM  11      -  T 62 HIGH                                262 53 10.0
 HR2521
 HR2521|---------------------------------------------------------------------|
 HR2521| PID    Reference Object                     Distance      Geod. Az  |
 HR2521|                                                           dddmmss.s |
 HR2521| HR2568 T 62 HIGH                           APPROX. 2.7 KM 2620740.5 |
 HR2521|---------------------------------------------------------------------|
 HR2521
 HR2521                          SUPERSEDED SURVEY CONTROL
 HR2521
 HR2521  NAD 83(1992)-  37 46 54.04900(N)    118 14 14.82711(W) AD(       ) 3
 HR2521  NAD 83(1986)-  37 46 54.05751(N)    118 14 14.81682(W) AD(       ) 3
 HR2521  NAD 27      -  37 46 54.27100(N)    118 14 11.43500(W) AD(       ) 3
 HR2521
 HR2521.Superseded values are not recommended for survey control.
 HR2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2521.See file dsdata.txt to determine how the superseded data were derived.
 HR2521
 HR2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB9103282313(NAD 83)
 HR2521
 HR2521  HISTORY     - Date     Condition        Report By
 HR2521  HISTORY     - 1895     MONUMENTED       CGS
 HR2521
 HR2521                          STATION DESCRIPTION
 HR2521
 HR2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HR2521'STATION IS ON THE SW END OF THE BLACK LAVA RIDGE TO THE S AND
 HR2521'W OF THE DAVIS RANCH.
 HR2521'
 HR2521'STATION IS NOT ON THE SUMMIT BUT ON THE SW END OF THE RIDGE TO
 HR2521'SEE VON SCHMIDTS LINE POST.  MARKED BY DRILL HOLE IN BLACK LAVA
 HR2521'ROCK, POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0399 ***********************************************************************
 KP0399  DESIGNATION -  INDIAN
 KP0399  PID         -  KP0399
 KP0399  STATE/COUNTY-  NV/WHITE PINE
 KP0399  USGS QUAD   -  ANTELOPE MOUNTAIN (1990)
 KP0399
 KP0399                         *CURRENT SURVEY CONTROL
 KP0399  ___________________________________________________________________
 KP0399* NAD 83(1994)-  39 26 56.33965(N)    115 23 13.76333(W)     ADJUSTED  
 KP0399* NAVD 88     -      2403.1    (meters)    7884.     (feet)  VERTCON   
 KP0399  ___________________________________________________________________
 KP0399  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 KP0399  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 KP0399
 KP0399  HORZ ORDER  -  FIRST
 KP0399
 KP0399.The horizontal coordinates were established by classical geodetic methods
 KP0399.and adjusted by the National Geodetic Survey in June 1998..
 KP0399
 KP0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0399
 KP0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0399
 KP0399.The geoid height was determined by GEOID03.
 KP0399
 KP0399;                    North         East     Units Scale Factor Converg.
 KP0399;SPC NV E     - 8,521,457.888   216,884.489   MT  0.99990351   +0 07 28.7
 KP0399;SPC NV E     -27,957,483.09    711,561.86   sFT  0.99990351   +0 07 28.7
 KP0399;UTM  11      - 4,367,843.904   638,775.588   MT  0.99983712   +1 01 29.8
 KP0399
 KP0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0399!SPC NV E     -   0.99962632  x   0.99990351  =   0.99952986
 KP0399!UTM  11      -   0.99962632  x   0.99983712  =   0.99946350
 KP0399
 KP0399|---------------------------------------------------------------------|
 KP0399| PID    Reference Object                     Distance      Geod. Az  |
 KP0399|                                                           dddmmss.s |
 KP0399| DD6062 INDIAN RM 1                           7.488 METERS 17945     |
 KP0399| DD6061 INDIAN AZ MK                                       2581226.0 |
 KP0399| DD6063 INDIAN RM 2                           3.752 METERS 28556     |
 KP0399|---------------------------------------------------------------------|
 KP0399
 KP0399                          SUPERSEDED SURVEY CONTROL
 KP0399
 KP0399  NAD 83(1994)-  39 26 56.33597(N)    115 23 13.76222(W) AD(       ) 1
 KP0399  NAD 83(1986)-  39 26 56.33549(N)    115 23 13.76160(W) AD(       ) 1
 KP0399  NAD 27      -  39 26 56.57900(N)    115 23 10.64200(W) AD(       ) 1
 KP0399  NGVD 29 (07/19/86) 2401.7    (m)         7880.     (f) VERT ANG       
 KP0399
 KP0399.Superseded values are not recommended for survey control.
 KP0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0399.See file dsdata.txt to determine how the superseded data were derived.
 KP0399
 KP0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD3877667844(NAD 83)
 KP0399_MARKER: DS = TRIANGULATION STATION DISK
 KP0399_SETTING: 66 = SET IN ROCK OUTCROP
 KP0399_SP_SET: SET IN BEDROCK
 KP0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0399+STABILITY: POSITION/ELEVATION WELL
 KP0399
 KP0399  HISTORY     - Date     Condition        Report By
 KP0399  HISTORY     - 1947     MONUMENTED       USGS
 KP0399  HISTORY     - 1954     GOOD             USGS
 KP0399
 KP0399                          STATION DESCRIPTION
 KP0399
 KP0399'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 KP0399'LOCATED ABOUT 6.5 MI N. AND 2.5 MI W. OF MOORMAN RANCH.  ON
 KP0399'PROMINENT POINT OF RIDGE 0.5 MI S. OF SIMILAR POINT ON SAME
 KP0399'RIDGE.
 KP0399'
 KP0399'TO REACH FROM MOORMAN RANCH ON U.S. HWY. 50, DRIVE 0.85 MI E. ON
 KP0399'HWY.  TURN LEFT ON GRAVEL RD. 4.55 MI N.  TURN LEFT 1.85 MI ON
 KP0399'RUBY VALLEY RD. TO RD. FORKS.  TURN LEFT ON DIRT RD. WESTERLY UP
 KP0399'DRAIN ABOUT 2.5 MI TO END OF TRUCK TRAVEL.  HIKE NORTHWESTERLY TO
 KP0399'HIGHEST POINT OF RIDGE.  A 1-HOUR PACK.
 KP0399'
 KP0399'STATION MARK--STANDARD TABLET STAMPED---INDIAN 1947---, CEMENTED IN
 KP0399'BEDROCK.
 KP0399'
 KP0399'RM 1--STANDARD RM TABLET STAMPED---INDIAN NO 1---, CEMENTED IN
 KP0399'BEDROCK.
 KP0399'
 KP0399'RM 2--STANDARD RM TABLET STAMPED---INDIAN NO 2---, CEMENTED IN
 KP0399'BEDROCK.
 KP0399'
 KP0399'1954 NOTE--DESCRIBED BY NGS IN 1954 IN DESCRIPTION LIST 39 115
 KP0399'2, STATION 1010.
 KP0399
 KP0399                          STATION RECOVERY (1954)
 KP0399
 KP0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (LSB)
 KP0399'THE STATION IS ABOUT 30 MILES, AIRLINE, NORTHWEST OF ELY, ABOUT 8
 KP0399'MILES NORTH-NORTHWEST OF THE MOORMAN RANCH AND ABOUT 2 MILES WEST
 KP0399'OF THE RUBY VALLEY ROAD.  IT IS ON THE SOUTHERN ONE OF TWO
 KP0399'HIGH POINTS ON A LIGHT-COLORED RIDGE THAT LIES IN A NORTH-SOUTH
 KP0399'DIRECTION, AND IS COVERED WITH SMALL TREES AND BEDROCK.
 KP0399'
 KP0399'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 WITH
 KP0399'U.S. HIGHWAY 50 NEAR THE WEST SIDE OF ELY, GO IN A WESTERLY
 KP0399'DIRECTION ON HIGHWAY 50 FOR 31.6 MILES TO THE MOORMAN RANCH.
 KP0399'CONTINUE ON HIGHWAY 50 FOR 4.1 MILES TO A ROAD ON THE LEFT,
 KP0399'SOUTH, AND A SIGN HAMILTON.  CONTINUE ON HIGHWAY 50 FOR 1.0
 KP0399'MILE TO A GRADED ROAD ON THE RIGHT, NORTH.  TURN RIGHT AND GO
 KP0399'NORTHWEST AND THEN NORTH FOR 3.35 MILES TO A FORK.  TAKE RIGHT
 KP0399'FORK AND GO 0.5 MILE TO A FORK.  KEEP RIGHT FORK NORTHERLY, ON
 KP0399'THE WEST SIDE OF A DEEP WASH, AND GO 1.65 MILES TO A POINT
 KP0399'ABOUT 0.45 MILE FROM THE END OF THE ROAD.  HERE TURN RIGHT
 KP0399'CROSSING THE DEEP WASH (THE ONLY PLACE FOUND WHERE THE WASH
 KP0399'COULD BE CROSSED), THEN TURN LEFT AND FOLLOW THE EAST SIDE
 KP0399'OF THE WASH FOR 0.4 MILE TO A POINT ABOUT 200 YARDS BEFORE
 KP0399'REACHING A WHITE-COLORED RIDGE.  HERE TURN RIGHT AND GO
 KP0399'EAST TO THE TOP OF THE LOW RIDGE.  DRIVE UP THE RIDGE
 KP0399'IN AN EASTERLY DIRECTION, THROUGH TREES AND OVER SMALL
 KP0399'LEDGES, AS FAR AS POSSIBLE TOWARD THE HIGHEST POINT,
 KP0399'PASSING THE AZIMUTH MARK ON THE WAY, TO THE END OF TRUCK
 KP0399'TRAVEL.  PACK EASTERLY UP A STEEP SLOPE TO THE TOP, ABOUT
 KP0399'A TWENTY MINUTE PACK.
 KP0399'
 KP0399'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 KP0399'CEMENTED IN A DRILL HOLE IN BEDROCK ON THE HIGHEST POINT OF
 KP0399'THE RIDGE.  IT IS STAMPED INDIAN 1947.
 KP0399'
 KP0399'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 KP0399'MARK CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH.  IT IS
 KP0399'STAMPED INDIAN NO 1.
 KP0399'
 KP0399'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 KP0399'MARK CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH.  IT IS
 KP0399'STAMPED INDIAN NO 2.
 KP0399'
 KP0399'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KP0399'IN BEDROCK AND IS FLUSH.  THE MARK IS ON A SHARP POINT OF THE
 KP0399'RIDGE TO THE WEST OF THE STATION POINT AND MUCH LOWER THAN
 KP0399'THE STATION.  THE MARK IS ON THE ROUTE TO THE STATION.  IT
 KP0399'IS STAMPED INDIAN USGS 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0728 ***********************************************************************
 LQ0728  DESIGNATION -  INDIAN
 LQ0728  PID         -  LQ0728
 LQ0728  STATE/COUNTY-  NV/ELKO
 LQ0728  USGS QUAD   -  EAST OF BAILEY MTN (1985)
 LQ0728
 LQ0728                         *CURRENT SURVEY CONTROL
 LQ0728  ___________________________________________________________________
 LQ0728* NAD 83(1994)-  40 17 14.16711(N)    115 47 34.19081(W)     ADJUSTED  
 LQ0728* NAVD 88     -      1710.     (meters)    5610.     (feet)  SCALED    
 LQ0728  ___________________________________________________________________
 LQ0728  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 LQ0728  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 LQ0728
 LQ0728  HORZ ORDER  -  SECOND
 LQ0728
 LQ0728.The horizontal coordinates were established by classical geodetic methods
 LQ0728.and adjusted by the National Geodetic Survey in June 1998..
 LQ0728
 LQ0728.The orthometric height was scaled from a topographic map.
 LQ0728
 LQ0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0728
 LQ0728.The geoid height was determined by GEOID03.
 LQ0728
 LQ0728;                    North         East     Units Scale Factor Converg.
 LQ0728;SPC NV E     - 8,614,527.863   182,187.172   MT  0.99990390   -0 08 07.7
 LQ0728;SPC NV E     -28,262,830.16    597,725.75   sFT  0.99990390   -0 08 07.7
 LQ0728;UTM  11      - 4,460,341.053   602,611.760   MT  0.99972961   +0 46 50.3
 LQ0728
 LQ0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0728!SPC NV E     -   0.99973486  x   0.99990390  =   0.99963879
 LQ0728!UTM  11      -   0.99973486  x   0.99972961  =   0.99946455
 LQ0728
 LQ0728                          SUPERSEDED SURVEY CONTROL
 LQ0728
 LQ0728  NAD 83(1986)-  40 17 14.16589(N)    115 47 34.18568(W) AD(       ) 2
 LQ0728  NAD 27      -  40 17 14.42000(N)    115 47 30.96000(W) AD(       ) 2
 LQ0728
 LQ0728.Superseded values are not recommended for survey control.
 LQ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0728.See file dsdata.txt to determine how the superseded data were derived.
 LQ0728
 LQ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE0261260341(NAD 83)
 LQ0728_MARKER: P = PIPE CAP
 LQ0728_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LQ0728_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LQ0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0728
 LQ0728  HISTORY     - Date     Condition        Report By
 LQ0728  HISTORY     - 1947     MONUMENTED       NVDH
 LQ0728
 LQ0728                          STATION DESCRIPTION
 LQ0728
 LQ0728'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1947 (FAR)
 LQ0728'STATION IS A G.L.O. 2 INCH IRON PIPE WITH A BRASS CAP STAMPED
 LQ0728'T28N, R55E, S 20, 21, 29, 28.  IT IS ABOUT 14 MILES, AIRLINE,
 LQ0728'S.W. OF JIGGS, NEVADA.
 LQ0728'
 LQ0728'TO REACH FROM THE POST OFFICE IN JIGGS GO S. ON MAIN TRAVELED
 LQ0728'ROAD FOR 0.3 MILE AND TURN RIGHT FOLLOWING DIRT ROAD 1.32
 LQ0728'MILES TO A FORK, TAKE LEFT ROAD AND GO 1.0 MILE AND CROSS
 LQ0728'HUNTINGTON CREEK, CONTINUE 0.53 MILE TO ROAD FORK, TAKE LEFT
 LQ0728'ROAD AND GO 4.93 MILES TO ODIAGA RANCH, CONTINUE S. ON MAIN
 LQ0728'TRAVELED ROAD FOR 6.14 MILES TO ROAD FORK, TAKE RIGHT ROAD
 LQ0728'(A DIM TRAIL) FOR 0.36 MILE THEN TURN RIGHT AND DRIVE ACROSS
 LQ0728'COUNTRY FOR 0.18 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1997 ***********************************************************************
 GR1997  DESIGNATION -  INDIAN
 GR1997  PID         -  GR1997
 GR1997  STATE/COUNTY-  NV/CLARK
 GR1997  USGS QUAD   -  COLD CREEK (1984)
 GR1997
 GR1997                         *CURRENT SURVEY CONTROL
 GR1997  ___________________________________________________________________
 GR1997* NAD 83(1994)-  36 28 56.52266(N)    115 39 38.27780(W)     ADJUSTED  
 GR1997* NAVD 88     -      1638.0    (meters)    5374.     (feet)  VERTCON   
 GR1997  ___________________________________________________________________
 GR1997  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 GR1997  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 GR1997
 GR1997  HORZ ORDER  -  THIRD
 GR1997
 GR1997.The horizontal coordinates were established by classical geodetic methods
 GR1997.and adjusted by the National Geodetic Survey in June 1998..
 GR1997
 GR1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1997
 GR1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1997
 GR1997.The geoid height was determined by GEOID03.
 GR1997
 GR1997;                    North         East     Units Scale Factor Converg.
 GR1997;SPC NV E     - 8,192,193.064   193,073.785   MT  0.99990059   -0 02 45.5
 GR1997;SPC NV E     -26,877,220.08    633,442.91   sFT  0.99990059   -0 02 45.5
 GR1997;UTM  11      - 4,038,286.084   619,977.812   MT  0.99977735   +0 47 47.2
 GR1997
 GR1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1997!SPC NV E     -   0.99974712  x   0.99990059  =   0.99964773
 GR1997!UTM  11      -   0.99974712  x   0.99977735  =   0.99952453
 GR1997
 GR1997|---------------------------------------------------------------------|
 GR1997| PID    Reference Object                     Distance      Geod. Az  |
 GR1997|                                                           dddmmss.s |
 GR1997| CS8786 INDIAN RM 2                           7.495 METERS 14333     |
 GR1997| CS8785 INDIAN RM 1                           7.791 METERS 34644     |
 GR1997|---------------------------------------------------------------------|
 GR1997
 GR1997                          SUPERSEDED SURVEY CONTROL
 GR1997
 GR1997  NAD 83(1992)-  36 28 56.53271(N)    115 39 38.26825(W) AD(1991.35) 3
 GR1997  NAD 83(1992)-  36 28 56.53255(N)    115 39 38.27045(W) AD(       ) 3
 GR1997  NGVD 29 (02/14/94) 1637.1    (m)         5371.     (f) VERT ANG       
 GR1997
 GR1997.Superseded values are not recommended for survey control.
 GR1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1997.See file dsdata.txt to determine how the superseded data were derived.
 GR1997
 GR1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA1997838286(NAD 83)
 GR1997_MARKER: DS = TRIANGULATION STATION DISK
 GR1997_SETTING: 66 = SET IN ROCK OUTCROP
 GR1997_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GR1997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1997+STABILITY: POSITION/ELEVATION WELL
 GR1997
 GR1997  HISTORY     - Date     Condition        Report By
 GR1997  HISTORY     - 1957     MONUMENTED       USGS
 GR1997
 GR1997                          STATION DESCRIPTION
 GR1997
 GR1997'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 GR1997'LOCATED ABOUT 6.8 MI S. OF INDIAN SPRINGS, 6 MI NE. OF BLDGS. AT
 GR1997'COLD SPRINGS WILDLIFE REFUGE, 1 MI W. OF RD. FROM U.S. HWY. 95 TO
 GR1997'COLD SPRINGS.  ON HIGHEST POINT OF TOP AT SOUTH END OF N.-S.
 GR1997'RIDGE.
 GR1997'
 GR1997'REACHED BY HELICOPTER.
 GR1997'
 GR1997'STATION MARK--STANDARD TABLET STAMPED---INDIAN 1957---, CEMENTED IN
 GR1997'DRILL HOLE IN TOP OF ROCK OUTCROP.
 GR1997'
 GR1997'RM 1--STANDARD RM TABLET STAMPED---NO 1 1957---, CEMENTED IN DRILL
 GR1997'HOLE IN SOLID ROCK.
 GR1997'
 GR1997'RM 2--STANDARD RM TABLET STAMPED---NO 2 1957---, CEMENTED IN DRILL
 GR1997'HOLE IN FACE OF SLOPING ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1924 ***********************************************************************
 KR1924  DESIGNATION -  INDIAN
 KR1924  PID         -  KR1924
 KR1924  STATE/COUNTY-  NV/CHURCHILL
 KR1924  USGS QUAD   -  STILLWATER (1985)
 KR1924
 KR1924                         *CURRENT SURVEY CONTROL
 KR1924  ___________________________________________________________________
 KR1924* NAD 83(1994)-  39 35 51.07618(N)    118 37 20.13366(W)     ADJUSTED  
 KR1924* NAVD 88     -      1201.7    (meters)    3943.     (feet)  VERT ANG  
 KR1924  ___________________________________________________________________
 KR1924  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 KR1924  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KR1924
 KR1924  HORZ ORDER  -  THIRD
 KR1924
 KR1924.The horizontal coordinates were established by classical geodetic methods
 KR1924.and adjusted by the National Geodetic Survey in June 1998..
 KR1924
 KR1924.The orthometric height was determined by vertical angle observations.
 KR1924
 KR1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1924
 KR1924.The geoid height was determined by GEOID03.
 KR1924
 KR1924;                    North         East     Units Scale Factor Converg.
 KR1924;SPC NV W     - 4,537,930.091   796,656.858   MT  0.99990014   -0 01 29.3
 KR1924;SPC NV W     -14,888,192.31  2,613,698.37   sFT  0.99990014   -0 01 29.3
 KR1924;UTM  11      - 4,384,344.610   360,711.332   MT  0.99983887   -1 02 03.0
 KR1924
 KR1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1924!SPC NV W     -   0.99981531  x   0.99990014  =   0.99971547
 KR1924!UTM  11      -   0.99981531  x   0.99983887  =   0.99965421
 KR1924
 KR1924:                Primary Azimuth Mark                     Grid Az
 KR1924:SPC NV W     -  UPSAL                                    281 46 30.8
 KR1924:UTM  11      -  UPSAL                                    282 47 04.5
 KR1924
 KR1924|---------------------------------------------------------------------|
 KR1924| PID    Reference Object                     Distance      Geod. Az  |
 KR1924|                                                           dddmmss.s |
 KR1924| KR1546 UPSAL                               APPROX.16.3 KM 2814501.5 |
 KR1924|---------------------------------------------------------------------|
 KR1924
 KR1924                          SUPERSEDED SURVEY CONTROL
 KR1924
 KR1924  NAD 83(1986)-  39 35 51.08220(N)    118 37 20.13072(W) AD(       ) 3
 KR1924
 KR1924.Superseded values are not recommended for survey control.
 KR1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1924.See file dsdata.txt to determine how the superseded data were derived.
 KR1924
 KR1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD6071184345(NAD 83)
 KR1924_MARKER: DS = TRIANGULATION STATION DISK
 KR1924_SETTING: 0 = UNSPECIFIED SETTING
 KR1924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1924
 KR1924  HISTORY     - Date     Condition        Report By
 KR1924  HISTORY     - 1950     MONUMENTED       USGS
 KR1924
 KR1924                          STATION DESCRIPTION
 KR1924
 KR1924'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KR1924'LOCATED ABOUT 6 MI. SE. OF PARRAN, 11 MI. NE. OF FALLON, AND 4 MI.
 KR1924'E. OF THE CARSON RIVER, ON HIGHEST SAND HILL IN THE VICINITY, ON
 KR1924'HIGHEST POINT 1300 FT. S. OF STREAM.
 KR1924'
 KR1924'TO REACH FROM CHURCHILL COUNTY COURTHOUSE IN FALLON, DRIVE N. ON
 KR1924'MAIN STREET 1 MI. TO RD. FORKS, TURN RIGHT ONTO RURAL RD. FOR 1.1 MI.
 KR1924'TO RD. FORKS, TURN LEFT 2 MI. TO RD. FORKS, TURN RIGHT FOR 3.4 MI.,
 KR1924'BEAR RIGHT AND FOLLOW IRRIGATION DITCH FOR 2.1 MI. TO RD. FORKS, TURN
 KR1924'RIGHT 0.8 MI. TO RD. FORKS, BEAR RIGHT 1.2 MI. TO RD. FORKS, TURN
 KR1924'RIGHT 1 MI. TO DIM RD. FORKS, TURN RIGHT 0.1 MI. AND CROSS CREEK,
 KR1924'HEAD E. LEAVING RD. AND DRIVE CROSS-COUNTRY FOR 1.5 MI. TO TOP OF
 KR1924'HIGHEST SAND HILL.  STATION OVERLOOKS STREAM 1300 FT. TO N.
 KR1924'
 KR1924'STATION MARK--STANDARD TABLET STAMPED---INDIAN 1950---, SET IN TOP
 KR1924'OF CONCRETE POST.
 KR1924'
 KR1924'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO
 KR1924'1--- SET IN TOP OF CONCRETE POST, 33.60 FT. FROM STATION MARK IN
 KR1924'AZIMUTH 69 DEGREES 44 MINUTES.
 KR1924'
 KR1924'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO
 KR1924'2--- SET IN TOP OF CONCRETE POST, 30.25 FT. FROM STATION MARK IN
 KR1924'AZIMUTH 164 DEGREES 19 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0475 ***********************************************************************
 KQ0475  DESIGNATION -  INSEX CAIRN
 KQ0475  PID         -  KQ0475
 KQ0475  STATE/COUNTY-  NV/CHURCHILL
 KQ0475  USGS QUAD   -  DESATOYA PEAK (1969)
 KQ0475
 KQ0475                         *CURRENT SURVEY CONTROL
 KQ0475  ___________________________________________________________________
 KQ0475* NAD 83(1994)-  39 16 51.74353(N)    117 45 23.89764(W)     ADJUSTED  
 KQ0475* NAVD 88     -                                                        
 KQ0475  ___________________________________________________________________
 KQ0475  LAPLACE CORR-          10.26  (seconds)                    DEFLEC99
 KQ0475  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 KQ0475
 KQ0475  HORZ ORDER  -  THIRD
 KQ0475
 KQ0475.The horizontal coordinates were established by classical geodetic methods
 KQ0475.and adjusted by the National Geodetic Survey in June 1998..
 KQ0475
 KQ0475
 KQ0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0475
 KQ0475.The geoid height was determined by GEOID03.
 KQ0475
 KQ0475;                    North         East     Units Scale Factor Converg.
 KQ0475;SPC NV W     - 4,503,121.683   871,322.824   MT  0.99996261   +0 31 24.3
 KQ0475;SPC NV W     -14,773,991.72  2,858,664.97   sFT  0.99996261   +0 31 24.3
 KQ0475;UTM  11      - 4,348,237.455   434,740.966   MT  0.99965244   -0 28 44.6
 KQ0475
 KQ0475                          SUPERSEDED SURVEY CONTROL
 KQ0475
 KQ0475  NAD 83(1986)-  39 16 51.78564(N)    117 45 23.86584(W) AD(       ) 4
 KQ0475  NAD 27      -  39 16 52.06000(N)    117 45 20.47400(W) AD(       ) 3
 KQ0475
 KQ0475.Superseded values are not recommended for survey control.
 KQ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0475.See file dsdata.txt to determine how the superseded data were derived.
 KQ0475
 KQ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD3474148237(NAD 83)
 KQ0475_MARKER: 72 = CAIRN
 KQ0475_SETTING: 0 = UNSPECIFIED SETTING
 KQ0475
 KQ0475  HISTORY     - Date     Condition        Report By
 KQ0475  HISTORY     - 1954     FIRST OBSERVED   CGS
 KQ0475  HISTORY     - 1954     SEE DESCRIPTION  CGS
 KQ0475
 KQ0475                          STATION DESCRIPTION
 KQ0475
 KQ0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LGT)
 KQ0475'THE STATION IS A CAIRN 6 FEET HIGH WITH A 2 IN X 4 IN STAKE
 KQ0475'IN ITS CENTER THAT EXTENDS 4 FEET ABOVE THE CAIRN.  IT IS
 KQ0475'LOCATED ON A HIGH, SMOOTH AND ROUND TOPPED MOUNTAIN.  IT
 KQ0475'IS APPROXIMATELY 1.5 MILES NORTHERLY FROM U.S. HIGHWAY 50
 KQ0475'AT CARROLL SUMMIT.
 KQ0475'
 KQ0475'REACHED FROM EASTGATE NEVADA, A BAR AND SERVICE STATION 56
 KQ0475'MILES EASTERLY FROM FALLON NEVADA, BY GOING EASTERLY ON U.S.
 KQ0475'HIGHWAY 50 FOR APPROXIMATELY 14 MILES TO CORRAL SUMMIT AND THE
 KQ0475'END OF TRUCK TRAVEL.  THE STATION CAN BE SEEN FROM THIS POINT.
 KQ0475'PACK NORTHERLY FOR ABOUT 1.5 MILES TO THE HIGHEST POINT AND
 KQ0475'STATION.  A 1-1/2 HOUR PACK.
 KQ0475
 KQ0475                          STATION RECOVERY (1954)
 KQ0475
 KQ0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0475'STATION IS ON HIGH POINT OF ROUNDED PEAK, ABOUT SEVEN MILES
 KQ0475'AIRLINE EASTERLY FROM EASTGATE NEVADA AND ABOUT TWO MILES NORTH
 KQ0475'WESTERLY FROM U.S. 50 AT HIGH POINT OF CROSSING CARROLL SUMMIT.
 KQ0475'
 KQ0475'STATION IS CENTER POINT OF 1/2 INCH STEEL PIN, DRIVEN FLUSH
 KQ0475'WITH GROUND.  A ROCK CAIRN 7 FEET IN HEIGHT CENTERED OVER
 KQ0475'POINT.
 KQ0475'
 KQ0475'REACHED FROM SUMMIT POINT CROSSING OF U.S. 50 ON CARROLL
 KQ0475'SUMMIT, THIS POINT ON U.S. 50 BEING ABOUT 10 MILES EASTERLY OF
 KQ0475'EASTGATE NEVADA, A BAR AND FILLING STATION.  FROM THIS POINT
 KQ0475'OF E.T.T. PACK APPROXIMATELY N 30 DEG W ABOUT 2 MILES DISTANCE
 KQ0475'TO HIGH POINT AND STATION.  2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0871 ***********************************************************************
 LR0871  DESIGNATION -  INSKIP
 LR0871  PID         -  LR0871
 LR0871  STATE/COUNTY-  NV/PERSHING
 LR0871  USGS QUAD   -  INSKIP CANYON (1990)
 LR0871
 LR0871                         *CURRENT SURVEY CONTROL
 LR0871  ___________________________________________________________________
 LR0871* NAD 83(1994)-  40 32 05.81075(N)    117 54 55.02534(W)     ADJUSTED  
 LR0871* NAVD 88     -      2524.5    (meters)    8282.     (feet)  VERTCON   
 LR0871  ___________________________________________________________________
 LR0871  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 LR0871  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 LR0871
 LR0871  HORZ ORDER  -  SECOND
 LR0871
 LR0871.The horizontal coordinates were established by classical geodetic methods
 LR0871.and adjusted by the National Geodetic Survey in June 1998..
 LR0871
 LR0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0871
 LR0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0871
 LR0871.The geoid height was determined by GEOID03.
 LR0871
 LR0871;                    North         East     Units Scale Factor Converg.
 LR0871;SPC NV W     - 4,642,221.371   856,594.124   MT  0.99993941   +0 26 03.1
 LR0871;SPC NV W     -15,230,354.61  2,810,342.56   sFT  0.99993941   +0 26 03.1
 LR0871;UTM  11      - 4,487,536.313   422,484.129   MT  0.99967396   -0 35 41.6
 LR0871
 LR0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0871!SPC NV W     -   0.99960746  x   0.99993941  =   0.99954689
 LR0871!UTM  11      -   0.99960746  x   0.99967396  =   0.99928155
 LR0871
 LR0871|---------------------------------------------------------------------|
 LR0871| PID    Reference Object                     Distance      Geod. Az  |
 LR0871|                                                           dddmmss.s |
 LR0871| LR0872 THOLEN                                1.906 METERS 08445     |
 LR0871| DB7990 INSKIP RM 1                           3.084 METERS 14154     |
 LR0871| DB7991 INSKIP RM 2                           3.397 METERS 31956     |
 LR0871| DB7989 INSKIP AZ MK                                       3330634.9 |
 LR0871|---------------------------------------------------------------------|
 LR0871
 LR0871                          SUPERSEDED SURVEY CONTROL
 LR0871
 LR0871  NAD 83(1986)-  40 32 05.81553(N)    117 54 55.01699(W) AD(       ) 2
 LR0871  NAD 27      -  40 32 06.14590(N)    117 54 51.54120(W) AD(       ) 2
 LR0871  NGVD 29 (07/19/86) 2523.3    (m)         8279.     (f) VERT ANG       
 LR0871
 LR0871.Superseded values are not recommended for survey control.
 LR0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0871.See file dsdata.txt to determine how the superseded data were derived.
 LR0871
 LR0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME2248487536(NAD 83)
 LR0871_MARKER: DS = TRIANGULATION STATION DISK
 LR0871_SETTING: 66 = SET IN ROCK OUTCROP
 LR0871
 LR0871  HISTORY     - Date     Condition        Report By
 LR0871  HISTORY     - 1958     MONUMENTED       CGS
 LR0871
 LR0871                          STATION DESCRIPTION
 LR0871
 LR0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0871'THE STATION IS LOCATED ON A HIGH, SHARP PEAK IN THE EAST
 LR0871'HUMBOLDT RANGE.  IT IS, AIRLINE, ABOUT 25 MILES NORTHEAST
 LR0871'OF OREANA, 15 MILES SOUTHEAST OF IMLAY AND 7-1/2 MILES EAST
 LR0871'OF THE STAR CREEK RANCH.
 LR0871'
 LR0871'TO REACH FROM THE POST OFFICE IN LOVELOCK, GO EAST FOR 0.05
 LR0871'MILE TO U.S. HIGHWAY 959 TURN LEFT AND NORTHEAST ON U.S.
 LR0871'HIGHWAY 95 FOR 39.1 MILES TO A SIGN IMLAY JUST BEYOND THE
 LR0871'LITTLE NEVADA CAFE.  CONTINUE ON THE HIGHWAY FOR 4.3 MILES
 LR0871'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 2.2 MILES
 LR0871'TO A FORK.  TAKE LEFT FORK, LEAVING MAIN ROAD, AND GO
 LR0871'SOUTHEAST FOR 3.4 MILES TO A SIDE ROAD LEFT AT A SMALL CAIRN.
 LR0871'TURN LEFT AND GO EAST, CROSSING 3 CROSS ROADS, FOR 5.8 MILES
 LR0871'TO A WIRE GATE IN A NARROW CANYON.  PASS THROUGH GATE AND
 LR0871'CONTINUE UP CANYON FOR 2.1 MILES TO A FORK AND A CORRAL.
 LR0871'TAKE RIGHT FORK AND CONTINUE UP CANYON FOR 0.5 MILE TO A
 LR0871'GROUP OF 3 LARGE BOULDERS ON THE LEFT AND THE AZIMUTH MARK
 LR0871'ON TOP OF THE NORTHERNMOST ONE.  CONTINUE NORTHEAST UP CANYON
 LR0871'FOR 0.2 MILE TO A CLUMP OF TREES AND GRASSY AREA BY SMALL
 LR0871'STREAM.  FROM HERE, PACK SOUTHEAST UP DRAW FOR ABOUT 1/2
 LR0871'MILE TO A SMALL METAL WATER TROUGH THAT IS KEPT FULL BY A
 LR0871'SPRING.  CONTINUE UP DRAW FOR ABOUT 1/4 MILE TO ITS END,
 LR0871'THEN UP STEEP SLOPE FOR ABOUT 1/4 MILE TO SADDLE.  FROM
 LR0871'SADDLE PACK EAST ABOUT 1/4 MILE TO HIGHEST POINT AND
 LR0871'STATION.  NOTE--PACKING TIME ABOUT 1-1/2 HOURS.
 LR0871'
 LR0871'THE STATION MARK IS A STANDARD DISK STAMPED INSKIP 1958,
 LR0871'CEMENTED IN A DRILL HOLE IN A SMALL SHALE BEDROCK OUTCROP
 LR0871'FLUSH WITH THE GROUND.
 LR0871'
 LR0871'THOLEN (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 LR0871'STAMPED THOLEN 1938, CEMENTED IN A DRILL HOLE IN BEDROCK.
 LR0871'IT IS IN A DEPRESSION 8 INCHES BELOW GROUND SURFACE AND IS
 LR0871'ABOUT 16 INCHES LOWER THAN THE STATION.
 LR0871'
 LR0871'REFERENCE MARK NUMBER ONE IS A U.S. GEOLOGICAL SURVEY
 LR0871'REFERENCE MARK DISK STAMPED THOLEN 1938, CEMENTED IN A DRILL
 LR0871'HOLE IN A SMALL BEDROCK LEDGE.  IT IS ABOUT 1 FOOT LOWER THAN
 LR0871'THE STATION.
 LR0871'
 LR0871'REFERENCE MARK NUMBER TWO IS A U.S. GEOLOGICAL SURVEY
 LR0871'REFERENCE MARK DISK STAMPED THOLEN 1938, CEMENTED IN A DRILL
 LR0871'HOLE IN A 3 X 4-FOOT BOULDER THAT PROJECTS 2 FEET ABOVE GROUND
 LR0871'ON ITS LOWER SIDE.  IT IS ABOUT 2-1/2 FEET LOWER THAN THE STATION.
 LR0871'
 LR0871'THE AZIMUTH MARK IS A STANDARD DISK STAMPED INSKIP 1958,
 LR0871'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER THAT
 LR0871'PROJECTS 6 FEET ABOVE GROUND AND IS ONE OF A CLOSELY-BUNCHED GROUP
 LR0871'OF 3 BOULDERS THAT ARE ONLY ONES IN THE VICINITY.  THE MARK
 LR0871'IS 8 FEET NORTH OF A SMALL STREAM THAT FLOWS BETWEEN THE
 LR0871'BOULDERS AND 45 FEET NORTHEAST OF A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0465 ***********************************************************************
 KQ0465  DESIGNATION -  IONE
 KQ0465  PID         -  KQ0465
 KQ0465  STATE/COUNTY-  NV/NYE
 KQ0465  USGS QUAD   -  MIDAS SPRING (1988)
 KQ0465
 KQ0465                         *CURRENT SURVEY CONTROL
 KQ0465  ___________________________________________________________________
 KQ0465* NAD 83(1994)-  39 02 38.20580(N)    117 42 40.88164(W)     ADJUSTED  
 KQ0465* NAVD 88     -      1974.6    (meters)    6478.     (feet)  VERTCON   
 KQ0465  ___________________________________________________________________
 KQ0465  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 KQ0465  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 KQ0465
 KQ0465  HORZ ORDER  -  SECOND
 KQ0465
 KQ0465.The horizontal coordinates were established by classical geodetic methods
 KQ0465.and adjusted by the National Geodetic Survey in June 1998..
 KQ0465
 KQ0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0465
 KQ0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0465
 KQ0465.The geoid height was determined by GEOID03.
 KQ0465
 KQ0465;                    North         East     Units Scale Factor Converg.
 KQ0465;SPC NV C     - 6,476,996.081   409,566.324   MT  1.00000067   -0 39 29.2
 KQ0465;SPC NV C     -21,249,944.64  1,343,718.85   sFT  1.00000067   -0 39 29.2
 KQ0465;SPC NV W     - 4,476,838.540   875,482.571   MT  0.99997013   +0 32 57.5
 KQ0465;SPC NV W     -14,687,761.11  2,872,312.40   sFT  0.99997013   +0 32 57.5
 KQ0465;UTM  11      - 4,321,894.071   438,440.227   MT  0.99964666   -0 26 53.2
 KQ0465
 KQ0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0465!SPC NV C     -   0.99969391  x   1.00000067  =   0.99969458
 KQ0465!SPC NV W     -   0.99969391  x   0.99997013  =   0.99966405
 KQ0465!UTM  11      -   0.99969391  x   0.99964666  =   0.99934068
 KQ0465
 KQ0465|---------------------------------------------------------------------|
 KQ0465| PID    Reference Object                     Distance      Geod. Az  |
 KQ0465|                                                           dddmmss.s |
 KQ0465| DB1925 IONE RM 1                             7.857 METERS 14624     |
 KQ0465| DB1926 IONE RM 2                             9.192 METERS 26412     |
 KQ0465| DA8717 3 JRH 6477                                         3175913.4 |
 KQ0465|---------------------------------------------------------------------|
 KQ0465
 KQ0465                          SUPERSEDED SURVEY CONTROL
 KQ0465
 KQ0465  NAD 83(1986)-  39 02 38.21839(N)    117 42 40.87995(W) AD(       ) 2
 KQ0465  NAD 27      -  39 02 38.48500(N)    117 42 37.50300(W) AD(       ) 2
 KQ0465  NGVD 29 (03/11/99) 1973.3    (m)         6474.     (f) VERT ANG       
 KQ0465
 KQ0465.Superseded values are not recommended for survey control.
 KQ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0465.See file dsdata.txt to determine how the superseded data were derived.
 KQ0465
 KQ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD3844021894(NAD 83)
 KQ0465_MARKER: DS = TRIANGULATION STATION DISK
 KQ0465_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KQ0465_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KQ0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0465+STABILITY: SURFACE MOTION
 KQ0465
 KQ0465  HISTORY     - Date     Condition        Report By
 KQ0465  HISTORY     - 1954     MONUMENTED       CGS
 KQ0465  HISTORY     - 1955     GOOD             USGS
 KQ0465
 KQ0465                          STATION DESCRIPTION
 KQ0465
 KQ0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0465'THE STATION IS LOCATED ABOUT 46 MILES (AIR LINE) SOUTHWEST OF
 KQ0465'AUSTIN, 20 MILES SOUTH-SOUTHEAST OF EASTGATE, AND 9 MILES
 KQ0465'WEST-NORTHWEST OF IONE.  IT IS 41 FEET WEST OF THE CENTER OF THE
 KQ0465'BLADED ROAD AND 7.5 FEET NORTH OF A WHITE WITNESS POST.
 KQ0465'
 KQ0465'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF IONE, GO WEST
 KQ0465'AND NORTHWEST ON THE BLADED ROAD FOR 0.5 MILE TO A FORK.  TAKE
 KQ0465'THE RIGHT FORK (NORTHWEST) AND GO 3.4 MILES TO A FORK.  TAKE THE
 KQ0465'RIGHT FORK (NORTHWEST) AND GO 5.7 MILES TO THE STATION ON
 KQ0465'THE LEFT.  THIS IS A DRIVE STATION.
 KQ0465'
 KQ0465'THE STATION MARK, A STANDARD DISK STAMPED IONE 1954, IS SET
 KQ0465'IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 6 INCHES
 KQ0465'ABOVE THE GROUND.
 KQ0465'
 KQ0465'REFERENCE MARK 1, A STANDARD DISK STAMPED IONE NO 1 1954, IS
 KQ0465'SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH
 KQ0465'THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 KQ0465'
 KQ0465'REFERENCE MARK 2, A STANDARD DISK STAMPED IONE NO 2 1954, IS
 KQ0465'SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 KQ0465'GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KQ0465'
 KQ0465'BM 3 JRH (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN
 KQ0465'THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 4 INCHES ABOVE
 KQ0465'THE GROUND.  THE MARK IS STAMPED 3 JRH 6477 FEET 1954.  THE MARK
 KQ0465'IS LOCATED 93 FEET WEST OF A FORK IN THE BLADED ROAD AND 5 FEET
 KQ0465'NORTHWEST OF A WHITE WITNESS POST.  THIS MARK CAN BE USED FOR
 KQ0465'AZIMUTH.
 KQ0465'
 KQ0465'TO REACH THE U.S. GEOLOGICAL SURVEY BENCH MARK FROM THE
 KQ0465'STATION, CONTINUE NORTHWEST ON THE BLADED ROAD FOR 1.2 MILES
 KQ0465'TO A FORK AND THE MARK ON THE LEFT.
 KQ0465
 KQ0465                          STATION RECOVERY (1955)
 KQ0465
 KQ0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KQ0465'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-3 STATION 1010.
 KQ0465'STATION MARK--STANDARD DISC STAMPED---IONE 1954---SET IN THE TOP OF A
 KQ0465'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0408 ***********************************************************************
 KQ0408  DESIGNATION -  IOWA
 KQ0408  PID         -  KQ0408
 KQ0408  STATE/COUNTY-  NV/LANDER
 KQ0408  USGS QUAD   -  JOE EASON MTN (1980)
 KQ0408
 KQ0408                         *CURRENT SURVEY CONTROL
 KQ0408  ___________________________________________________________________
 KQ0408* NAD 83(1994)-  39 50 55.57169(N)    117 06 13.65627(W)     ADJUSTED  
 KQ0408* NAVD 88     -      1619.537  (meters)    5313.43   (feet)  ADJUSTED  
 KQ0408  ___________________________________________________________________
 KQ0408  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 KQ0408  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 KQ0408  DYNAMIC HT  -        1618.003 (meters)    5308.40  (feet)  COMP
 KQ0408  MODELED GRAV-     979,622.1   (mgal)                       NAVD 88
 KQ0408
 KQ0408  HORZ ORDER  -  THIRD
 KQ0408  VERT ORDER  -  FIRST     CLASS II
 KQ0408
 KQ0408.The horizontal coordinates were established by classical geodetic methods
 KQ0408.and adjusted by the National Geodetic Survey in June 1998..
 KQ0408
 KQ0408.The orthometric height was determined by differential leveling
 KQ0408.and adjusted by the National Geodetic Survey in June 1991..
 KQ0408
 KQ0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0408
 KQ0408.The geoid height was determined by GEOID03.
 KQ0408
 KQ0408.The dynamic height is computed by dividing the NAVD 88
 KQ0408.geopotential number by the normal gravity value computed on the
 KQ0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0408.degrees latitude (g = 980.6199 gals.).
 KQ0408
 KQ0408.The modeled gravity was interpolated from observed gravity values.
 KQ0408
 KQ0408;                    North         East     Units Scale Factor Converg.
 KQ0408;SPC NV C     - 6,565,913.989   462,593.520   MT  0.99991722   -0 16 48.4
 KQ0408;SPC NV C     -21,541,669.48  1,517,692.24   sFT  0.99991722   -0 16 48.4
 KQ0408;UTM  11      - 4,410,977.531   491,120.711   MT  0.99960097   -0 03 59.4
 KQ0408
 KQ0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0408!SPC NV C     -   0.99974938  x   0.99991722  =   0.99966662
 KQ0408!UTM  11      -   0.99974938  x   0.99960097  =   0.99935045
 KQ0408
 KQ0408|---------------------------------------------------------------------|
 KQ0408| PID    Reference Object                     Distance      Geod. Az  |
 KQ0408|                                                           dddmmss.s |
 KQ0408| DB1928 IOWA RM 1                            15.831 METERS 04417     |
 KQ0408| DB1929 IOWA RM 2                            15.982 METERS 13526     |
 KQ0408| DB1927 IOWA AZ MK                                         1784825.0 |
 KQ0408|---------------------------------------------------------------------|
 KQ0408
 KQ0408                          SUPERSEDED SURVEY CONTROL
 KQ0408
 KQ0408  NAD 83(1986)-  39 50 55.57239(N)    117 06 13.64412(W) AD(       ) 3
 KQ0408  NAD 27      -  39 50 55.85680(N)    117 06 10.30370(W) AD(       ) 3
 KQ0408  NGVD 29 (07/19/86) 1617.9    (m)         5308.     (f) VERT ANG       
 KQ0408
 KQ0408.Superseded values are not recommended for survey control.
 KQ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0408.See file dsdata.txt to determine how the superseded data were derived.
 KQ0408
 KQ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME9112110978(NAD 83)
 KQ0408_MARKER: DS = TRIANGULATION STATION DISK
 KQ0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0408_SP_SET: CONCRETE POST
 KQ0408_STAMPING: IOWA 1958
 KQ0408_MARK LOGO: CGS   
 KQ0408_PROJECTION: PROJECTING 15 CENTIMETERS
 KQ0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0408+STABILITY: SURFACE MOTION
 KQ0408
 KQ0408  HISTORY     - Date     Condition        Report By
 KQ0408  HISTORY     - 1958     MONUMENTED       CGS
 KQ0408  HISTORY     - 1985     GOOD             NGS
 KQ0408
 KQ0408                          STATION DESCRIPTION
 KQ0408
 KQ0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KQ0408'THE STATION IS LOCATED, AIRLINE, ABOUT 24 MILES NORTH OF AUSTIN.
 KQ0408'
 KQ0408'TO REACH THE STATION FROM THE POST OFFICE IN BATTLE MOUNTAIN GO
 KQ0408'WEST ON U.S. HIGHWAY 40 FOR 0.1 MILE TO THE INTERSECTION OF
 KQ0408'STATE HIGHWAY 8A.  TURN LEFT AND GO SOUTH FOR 60.9 MILES TO
 KQ0408'THE STATION ON THE LEFT.
 KQ0408'
 KQ0408'THE STATION IS A STANDARD DISK STAMPED IOWA 1958 SET IN THE
 KQ0408'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 6
 KQ0408'INCHES ABOVE THE GROUND.  IT IS 60 FEET EAST OF CENTERLINE OF
 KQ0408'STATE HIGHWAY 8A AND 337.60 FEET NORTH OF THE INTERSECTION OF THE
 KQ0408'CENTERLINES OF THE HALL CREEK-IOWA CANYON ROAD AND STATE
 KQ0408'HIGHWAY 8A.
 KQ0408'
 KQ0408'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED IOWA NO 1 1958
 KQ0408'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 KQ0408'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN
 KQ0408'THE STATION.
 KQ0408'
 KQ0408'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED IOWA NO 2 1958
 KQ0408'SET IN THE TOP OF 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 KQ0408'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER
 KQ0408'THAN THE STATION.
 KQ0408'
 KQ0408'THE AZIMUTH MARK IS A STANDARD DISK STAMPED IOWA 1958 SET IN
 KQ0408'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 6
 KQ0408'INCHES ABOVE THE GROUND.  IT IS 85 FEET WEST OF THE CENTERLINE
 KQ0408'OF STATE HIGHWAY 8A AND ABOUT 9 FEET HIGHER.  TO REACH FROM
 KQ0408'THE STATION PROCEED SOUTH ON STATE HIGHWAY 8A FOR 0.5 MILE
 KQ0408'TO THE FIRST HIGHWAY CUT AND THE MARK ON THE LEFT.
 KQ0408'
 KQ0408'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 KQ0408
 KQ0408                          STATION RECOVERY (1985)
 KQ0408
 KQ0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0408'44.1 KM (27.4 MI) NORTH FROM AUSTIN.
 KQ0408'1.56 KM (0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0408'AT AUSTIN, THENCE 42.55 KM (26.44 MI) NORTH ALONG STATE HIGHWAY 305,
 KQ0408'AT THE TOP OF A LOW CUT, IN THE NORTHEAST CORNER OF THE T JUNCTION OF
 KQ0408'A DIRT ROAD LEADING EAST TO THE IOWA CANYON RANCH, 0.22 KM (0.14 MI)
 KQ0408'NORTH OF MILEPOST 57, 16.9 METERS (55.5 FT) EAST OF THE HIGHWAY
 KQ0408'CENTERLINE, 102.4 METERS (336 FT) NORTH OF THE CENTER OF THE ROAD,
 KQ0408'15.8 METERS (52 FT) SOUTHWEST OF RM 1 AND 15.9 METERS (52.5 FT)
 KQ0408'NORTHWEST OF RM 2.
 KQ0408'THE MARK IS 1.9 METERS  S FROM A WITNESS POST.
 KQ0408'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1172 ***********************************************************************
 FS1172  DESIGNATION -  IRETEBA
 FS1172  PID         -  FS1172
 FS1172  STATE/COUNTY-  NV/CLARK
 FS1172  USGS QUAD   -  IRETEBA PEAKS (1984)
 FS1172
 FS1172                         *CURRENT SURVEY CONTROL
 FS1172  ___________________________________________________________________
 FS1172* NAD 83(1994)-  35 35 40.58533(N)    114 49 44.74394(W)     ADJUSTED  
 FS1172* NAVD 88     -      1543.1    (meters)    5063.     (feet)  VERTCON   
 FS1172  ___________________________________________________________________
 FS1172  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 FS1172  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FS1172
 FS1172  HORZ ORDER  -  FIRST
 FS1172
 FS1172.The horizontal coordinates were established by classical geodetic methods
 FS1172.and adjusted by the National Geodetic Survey in June 1998..
 FS1172
 FS1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1172
 FS1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1172
 FS1172.The geoid height was determined by GEOID03.
 FS1172
 FS1172;                    North         East     Units Scale Factor Converg.
 FS1172;SPC NV E     - 8,093,956.332   268,345.010   MT  0.99995754   +0 26 20.5
 FS1172;SPC NV E     -26,554,921.73    880,395.25   sFT  0.99995754   +0 26 20.5
 FS1172;SPC AZ W     -   510,089.906   115,573.891   MT  1.00005113   -0 37 41.3
 FS1172;SPC AZ W     - 1,673,523.31    379,179.43   iFT  1.00005113   -0 37 41.3
 FS1172;UTM  11      - 3,941,155.201   696,670.231   MT  1.00007666   +1 15 50.3
 FS1172
 FS1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1172!SPC NV E     -   0.99976235  x   0.99995754  =   0.99971990
 FS1172!SPC AZ W     -   0.99976235  x   1.00005113  =   0.99981347
 FS1172!UTM  11      -   0.99976235  x   1.00007666  =   0.99983899
 FS1172
 FS1172|---------------------------------------------------------------------|
 FS1172| PID    Reference Object                     Distance      Geod. Az  |
 FS1172|                                                           dddmmss.s |
 FS1172| CC5423 IRETEBA RM NNE                                     02050     |
 FS1172| CC5424 IRETEBA RM SE                                      14056     |
 FS1172| CC6276 POLE TARGET IN LG CAIRN                            3510026.8 |
 FS1172|---------------------------------------------------------------------|
 FS1172
 FS1172                          SUPERSEDED SURVEY CONTROL
 FS1172
 FS1172  NAD 83(1992)-  35 35 40.58137(N)    114 49 44.74265(W) AD(1991.35) 1
 FS1172  NAD 83(1992)-  35 35 40.58490(N)    114 49 44.74384(W) AD(       ) 1
 FS1172  NAD 83(1992)-  35 35 40.58512(N)    114 49 44.74561(W) AD(       ) 1
 FS1172  NAD 83(1986)-  35 35 40.58491(N)    114 49 44.73248(W) AD(       ) 1
 FS1172  NAD 27      -  35 35 40.62400(N)    114 49 41.81300(W) AD(       ) 1
 FS1172  NGVD 29 (05/21/91) 1542.3    (m)         5060.     (f) VERT ANG       
 FS1172
 FS1172.Superseded values are not recommended for survey control.
 FS1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1172.See file dsdata.txt to determine how the superseded data were derived.
 FS1172
 FS1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9667041155(NAD 83)
 FS1172_MARKER: DS = TRIANGULATION STATION DISK
 FS1172_SETTING: 66 = SET IN ROCK OUTCROP
 FS1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1172
 FS1172  HISTORY     - Date     Condition        Report By
 FS1172  HISTORY     - 1934     MONUMENTED       CGS
 FS1172  HISTORY     - 1955     GOOD             CGS
 FS1172  HISTORY     - 1957     GOOD             USGS
 FS1172
 FS1172                          STATION DESCRIPTION
 FS1172
 FS1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1172'STATION IS ON THE NEXT TO THE SOUTHERN ONE OF THE SEVEN IRETEBA
 FS1172'PEAKS, AND IT IS ABOUT 11 MILES NE OF SEARCHLIGHT AND ABOUT 28
 FS1172'MILES S OF BOULDER CITY.
 FS1172'
 FS1172'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 FS1172'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FS1172'
 FS1172'THE TWO REFERENCE MARKS WERE NOT STAMPED AND ARE DESIGNATED
 FS1172'BY THE DIRECTION.
 FS1172'
 FS1172'REACH FROM LAS VEGAS AS FOLLOWS--GO E ON THE BOULDER CITY
 FS1172'HIGHWAY TO RAILROAD PASS, TURN RIGHT (S) ON THE SEARCHLIGHT
 FS1172'ROAD, GO 25 MILES TO SIGN READING (BOULDER CITY 31, LAS VEGAS
 FS1172'46, NELSON 11.5, SEARCHLIGHT 10, NEEDLES 64), TURN LEFT, E
 FS1172'ON DIM ROAD AND GO 0.2 MILE TO WHERE ROAD LOOPS AROUND TREE.
 FS1172'FROM HERE THE SEVEN PEAKS CAN BE SEEN, DRIVE ACROSS COUNTRY 3
 FS1172'MILES TOWARD THE MIDDLE OF THE RANGE, THEN CLIMB UP THE RIDGE
 FS1172'THAT RUNS SE TO SADDLE, THEN S ALONG RIDGE TO STATION.  A
 FS1172'1-1/2 HOUR PACK.  THE LARGE CAIRN WHICH IS ON THE HIGHEST PEAK
 FS1172'ON THE RANGE AND ABOUT 1-1/2 MILES N OF STATION CAN BE
 FS1172'SEEN FROM THE ROAD.
 FS1172
 FS1172                          STATION RECOVERY (1955)
 FS1172
 FS1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1172'RECOVERED.  THE STATION, REFERENCE MARKS, AND THE POLE IN THE
 FS1172'CAIRN WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 FS1172'ADEQUATE AND CORRECT.
 FS1172
 FS1172                          STATION RECOVERY (1957)
 FS1172
 FS1172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FS1172'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  ALL
 FS1172'MARKS ARE UNSTAMPED.  RMS AGREE WITH NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0842 ***********************************************************************
 GS0842  DESIGNATION -  IRON
 GS0842  PID         -  GS0842
 GS0842  STATE/COUNTY-  NV/NYE
 GS0842  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0842
 GS0842                         *CURRENT SURVEY CONTROL
 GS0842  ___________________________________________________________________
 GS0842* NAD 83(1994)-  36 46 04.55271(N)    116 27 45.97830(W)     ADJUSTED  
 GS0842* NAVD 88     -      1269.2    (meters)    4164.     (feet)  VERTCON   
 GS0842  ___________________________________________________________________
 GS0842  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 GS0842  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 GS0842
 GS0842  HORZ ORDER  -  FIRST
 GS0842
 GS0842.The horizontal coordinates were established by classical geodetic methods
 GS0842.and adjusted by the National Geodetic Survey in June 1998..
 GS0842
 GS0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0842
 GS0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0842
 GS0842.The geoid height was determined by GEOID03.
 GS0842
 GS0842;                    North         East     Units Scale Factor Converg.
 GS0842;SPC NV C     - 6,223,895.710   518,202.225   MT  0.99990408   +0 07 19.4
 GS0842;SPC NV C     -20,419,564.51  1,700,135.13   sFT  0.99990408   +0 07 19.4
 GS0842;UTM  11      - 4,069,263.289   547,945.535   MT  0.99962832   +0 19 17.7
 GS0842
 GS0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0842!SPC NV C     -   0.99980522  x   0.99990408  =   0.99970931
 GS0842!UTM  11      -   0.99980522  x   0.99962832  =   0.99943361
 GS0842
 GS0842|---------------------------------------------------------------------|
 GS0842| PID    Reference Object                     Distance      Geod. Az  |
 GS0842|                                                           dddmmss.s |
 GS0842| CC5427 IRON RM 2                             7.888 METERS 17039     |
 GS0842| CC5428 IRON RM 3 AZIMUTH                                  1823234.5 |
 GS0842| CC5425 IRON RM 3 AZIMUTH                                  1823218.0 |
 GS0842| GS0900 FURNACE PEAK CAIRN                  APPROX.43.8 KM 1974731.8 |
 GS0842| CC5426 IRON RM 1                             9.829 METERS 23111     |
 GS0842|---------------------------------------------------------------------|
 GS0842
 GS0842                          SUPERSEDED SURVEY CONTROL
 GS0842
 GS0842  NAD 83(1992)-  36 46 04.54604(N)    116 27 45.98518(W) AD(1991.35) 1
 GS0842  NAD 83(1992)-  36 46 04.53899(N)    116 27 45.97565(W) AD(       ) 1
 GS0842  NAD 83(1986)-  36 46 04.53651(N)    116 27 45.98168(W) AD(       ) 1
 GS0842  NAD 27      -  36 46 04.70800(N)    116 27 42.79300(W) AD(       ) 1
 GS0842  NGVD 29 (03/11/99) 1268.3    (m)         4161.     (f) VERT ANG       
 GS0842
 GS0842.Superseded values are not recommended for survey control.
 GS0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0842.See file dsdata.txt to determine how the superseded data were derived.
 GS0842
 GS0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA4794669263(NAD 83)
 GS0842_MARKER: DS = TRIANGULATION STATION DISK
 GS0842_SETTING: 66 = SET IN ROCK OUTCROP
 GS0842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0842+STABILITY: POSITION/ELEVATION WELL
 GS0842
 GS0842  HISTORY     - Date     Condition        Report By
 GS0842  HISTORY     - 1933     MONUMENTED       CGS
 GS0842  HISTORY     - 1949     SEE DESCRIPTION  CGS
 GS0842  HISTORY     - 1952     SEE DESCRIPTION  AMS
 GS0842  HISTORY     - 1959     GOOD             USGS
 GS0842  HISTORY     - 1968     SEE DESCRIPTION  CGS
 GS0842  HISTORY     - 1969     SEE DESCRIPTION  CGS
 GS0842
 GS0842                          STATION DESCRIPTION
 GS0842
 GS0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 GS0842'ON A LOW SHARP RIDGE ABOUT 17 MILES SW OF CANE SPRINGS, AND
 GS0842'ABOUT 10 MILES E OF THE TONOPAH-LAS VEGAS HIGHWAY.
 GS0842'
 GS0842'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED
 GS0842'IN A DRILL HOLE IN OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES
 GS0842'2 AND 12A.
 GS0842'
 GS0842'AZIMUTH MARK IS 1/2 MILE S OF STATION ON THE SAME RIDGE.
 GS0842'
 GS0842'REACHED FROM LAS VEGAS AS FOLLOWS--GO N ON THE TONOPAH HIGHWAY
 GS0842'107 MILES (THIS POINT IS REACHED AFTER GOING 15 MILES BEYOND
 GS0842'THE HIGHWAY MAINTENANCE CAMP) TO A SIGN TO RIGHT OF ROAD
 GS0842'READING NEVADA QUEEN, TURN RIGHT LEAVING THE HIGHWAY AND GO 1.6
 GS0842'MILES, HERE TAKE THE CENTER OF THREE ROADS OR (THE ONE LEADING
 GS0842'E) AND GO 10.9 MILES TO THE SUMMIT OF THE PASS, TURN LEFT
 GS0842'OFF ROAD AND GO UP CANYON 0.5 MILE TO END OF TRUCK TRAVEL,
 GS0842'CONTINUE UP CANYON BEARING TO THE LEFT TO THE RIDGE, THENCE
 GS0842'ALONG THE RIDGE TO THE STATION WHICH IS ON THE HIGHEST POINT
 GS0842'OF THE RIDGE.
 GS0842
 GS0842                          STATION RECOVERY (1949)
 GS0842
 GS0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0842'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 GS0842'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 GS0842'
 GS0842'THE STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF BEATTY,
 GS0842'17 MILES WEST OF CANE SPRINGS, AND 10 MILES EAST OF THE U.S.
 GS0842'HIGHWAY NO. 95.  IT IS ON A LOW, LONE RIDGE KNOWN LOCALLY AS
 GS0842'IRON MOUNTAIN.
 GS0842'
 GS0842'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK ARE STANDARD
 GS0842'DISKS SET IN DRILL HOLES IN OUTCROPPING BEDROCK AS DESCRIBED
 GS0842'IN NOTES 2 AND 12A.
 GS0842'
 GS0842'THE AZIMUTH MARK (REFERENCE MARK NO. 3) IS ABOUT 0.3 MILE
 GS0842'SOUTH OF THE STATION ON THE SAME RIDGE, AND IS PASSED ON THE
 GS0842'WAY TO THE STATION SITE.
 GS0842'
 GS0842'TO REACH THE STATION FROM THE POST OFFICE IN BEATTY, GO SOUTHEASTERLY
 GS0842'ON U.S. HIGHWAY NO. 95 FOR 15 MILES TO A BLADED ROAD LEFT
 GS0842'LEADING ACROSS THE DESERT.  TAKE THIS ROAD, PASSING AN ABANDONED
 GS0842'SHACK 0.1 MILE FROM THE HIGHWAY, FOR 1.8 MILES TO A FORKS,
 GS0842'GO NEARLY DUE EAST ON THE RIGHT FORK AND 0.1 MILE FARTHER,
 GS0842'CONTINUE EAST ON A LEFT FORK TOWARDS A SHORT, BLACK BUTTE WITH
 GS0842'A SHARP BLACK PEAK ON EITHER END.  HERE PASS BUTTE ON THE RIGHT
 GS0842'END, CROSS A LOW SADDLE, THENCE CONTINUE AHEAD TO THE SADDLE
 GS0842'OF THE NEXT RIDGE.  AT THIS LOCATION, THE STATION IS VISIBLE
 GS0842'ON THE DIRECT LEFT.  FOLLOW DIM TRACK ROAD FOR APPROXIMATELY
 GS0842'1-1/2 MILES IN A NORTHEASTERLY DIRECTION TO THE FOOT OF
 GS0842'THE MOUNTAIN.  HERE PACK UP RIDGE TO THE FOURTH POINT OF
 GS0842'SUMMIT AND STATION SITE.
 GS0842
 GS0842                          STATION RECOVERY (1952)
 GS0842
 GS0842'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 GS0842'THE STATION AND THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 GS0842'
 GS0842'THE STATION IS LOCATED 25 FEET SOUTH OF AND 1 FOOT LOWER THAN
 GS0842'THE HIGHEST PART OF A ROCKY HUMP ON A RIDGE.  250 FEET SOUTH
 GS0842'OF A LARGE ROCK OUTCROP WHICH IS ON THE WEST SIDE OF THE RIDGE.
 GS0842'90 FEET SW OF A ROCK OUTCROP.  44 FEET NORTH OF A SMALL SADDLE.
 GS0842'97 FEET NE OF A SMALLER ROCK OUTCROP.  15 FEET WSW OF THE
 GS0842'EDGE OF A LEDGE OF ROCK WHICH DROPS OFF ABOUT 2 FEET TOWARD THE
 GS0842'ENE.
 GS0842'
 GS0842'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 GS0842'OUTCROPPING BEDROCK, FLUSH WITH THE GROUND AND IS STAMPED
 GS0842'IRON 1933.
 GS0842
 GS0842                          STATION RECOVERY (1959)
 GS0842
 GS0842'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GS0842'DESCRIPTION AND POSITION LISTED IN NGS QUAD 36116-1, STATION 1006.
 GS0842'STATION MARK--A STANDARD DISK STAMPED---IRON 1933---, SET IN A DRILL
 GS0842'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.
 GS0842
 GS0842                          STATION RECOVERY (1968)
 GS0842
 GS0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CND)
 GS0842'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 GS0842'CONDITION.  DUE TO ROAD CHANGES, A COMPLETE DESCRIPTION FOLLOWS--
 GS0842'
 GS0842'THE STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF BEATTY, 9
 GS0842'MILES NORTH-NORTHWEST OF LATHROP WELLS AND ON THE HIGHEST
 GS0842'POINT OF A SHARP RIDGE THAT IS LOCALLY KNOWN AS IRON MOUNTAIN.
 GS0842'
 GS0842'THIS STATION IS LOCATED ON THE NEVADA TEST SITE AND PERMISSION
 GS0842'MUST BE OBTAINED FROM THE SECURITY OFFICE IN MERCURY BEFORE
 GS0842'VISITING THE STATION.
 GS0842'
 GS0842'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95
 GS0842'AND STATE HIGHWAY 29 IN LATHROP WELLS, GO WEST AND NORTHWEST
 GS0842'ON U.S. HIGHWAY 95 FOR 14.7 MILES TO A CROSSROAD AND SIGN
 GS0842'GOLDSPAR.  TURN RIGHT, AS PER SIGN, AND GO NORTHEAST FOR 1.5
 GS0842'MILES TO A Y-FORK AT THE TOP OF A LOW PASS.  TAKE THE RIGHT
 GS0842'FORK, NORTHEAST, FOR 0.1 MILE TO A Y-FORK.  (A FOUR-WHEEL
 GS0842'DRIVE VEHICLE IS REQUIRED FROM THIS POINT.) TAKE THE LEFT
 GS0842'FORK AND GO EAST ON A TRACK ROAD FOR 4.2 MILES TO THE BASE
 GS0842'OF A LOW, BLACK BUTTE WITH A SHARP PEAK ON EACH END.
 GS0842'CONTINUE EAST ON THE TRACK ROAD FOR 6.6 MILES TO THE TOP OF A
 GS0842'LOW PASS.  TURN LEFT AND GO NORTH, ACROSS COUNTRY, FOR 0.6
 GS0842'MILE TO THE END OF TRUCK TRAVEL ON TOP OF A ROCKY RIDGE.
 GS0842'PACK NORTHEAST ALONG THE RIDGE FOR ABOUT 3/4 MILE TO THE
 GS0842'AZIMUTH MARK.  CONTINUE NORTHEAST ALONG THE RIDGE FOR
 GS0842'ABOUT 1/4 MILE TO THE HIGHEST POINT AND THE STATION.  A 1
 GS0842'HOUR PACK.
 GS0842'
 GS0842'THE STATION MARK, STAMPED IRON 1933, IS A STANDARD DISK CEMENTED
 GS0842'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  (NOTE 2)
 GS0842'
 GS0842'REFERENCE MARK NO. 1, STAMPED IRON NO 1 1933, IS A STANDARD
 GS0842'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS ABOUT
 GS0842'10 FEET LOWER THAN THE STATION.  (NOTE 12A)
 GS0842'
 GS0842'REFERENCE MARK NO. 2, STAMPED IRON NO 2 1933, IS A STANDARD
 GS0842'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS ABOUT
 GS0842'4 FEET LOWER THAN THE STATION.  (NOTE 12A)
 GS0842'
 GS0842'REFERENCE MARK NO. 3 (AZIMUTH MARK), STAMPED IRON NO 3 1933,
 GS0842'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GS0842'BEDROCK.  (NOTE 12A)
 GS0842'
 GS0842'STATION WAS VISITED BY A LIGHTKEEPER ONLY.
 GS0842
 GS0842                          STATION RECOVERY (1969)
 GS0842
 GS0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 GS0842'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 GS0842'DESCRIBED IN THE 1968 DESCRIPTION.
 GS0842'
 GS0842'THIS STATION WAS VISITED BY A LIGHTKEEPER ONLY.
 GS0842'
 GS0842'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES
 GS0842'SW OF CANE SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0696 ***********************************************************************
 LS0696  DESIGNATION -  IRON
 LS0696  PID         -  LS0696
 LS0696  STATE/COUNTY-  NV/PERSHING
 LS0696  USGS QUAD   -  BUENA VISTA HILLS NORTH (1987)
 LS0696
 LS0696                         *CURRENT SURVEY CONTROL
 LS0696  ___________________________________________________________________
 LS0696* NAD 83(1994)-  40 00 50.24932(N)    118 09 09.14679(W)     ADJUSTED  
 LS0696* NAVD 88     -      1592.1    (meters)    5223.     (feet)  VERTCON   
 LS0696  ___________________________________________________________________
 LS0696  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 LS0696  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 LS0696
 LS0696  HORZ ORDER  -  THIRD
 LS0696
 LS0696.The horizontal coordinates were established by classical geodetic methods
 LS0696.and adjusted by the National Geodetic Survey in June 1998..
 LS0696
 LS0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0696
 LS0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0696
 LS0696.The geoid height was determined by GEOID03.
 LS0696
 LS0696;                    North         East     Units Scale Factor Converg.
 LS0696;SPC NV W     - 4,584,251.013   836,775.930   MT  0.99991664   +0 16 37.2
 LS0696;SPC NV W     -15,040,163.53  2,745,322.36   sFT  0.99991664   +0 16 37.2
 LS0696;UTM  11      - 4,429,942.582   401,638.337   MT  0.99971910   -0 44 28.0
 LS0696
 LS0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0696!SPC NV W     -   0.99975385  x   0.99991664  =   0.99967051
 LS0696!UTM  11      -   0.99975385  x   0.99971910  =   0.99947302
 LS0696
 LS0696                          SUPERSEDED SURVEY CONTROL
 LS0696
 LS0696  NAD 83(1986)-  40 00 50.25578(N)    118 09 09.13916(W) AD(       ) 3
 LS0696  NGVD 29 (07/11/94) 1591.1    (m)         5220.     (f) VERT ANG       
 LS0696
 LS0696.Superseded values are not recommended for survey control.
 LS0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0696.See file dsdata.txt to determine how the superseded data were derived.
 LS0696
 LS0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME0163829943(NAD 83)
 LS0696_MARKER: DS = TRIANGULATION STATION DISK
 LS0696_SETTING: 66 = SET IN ROCK OUTCROP
 LS0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LS0696+STABILITY: POSITION/ELEVATION WELL
 LS0696
 LS0696  HISTORY     - Date     Condition        Report By
 LS0696  HISTORY     - 1953     MONUMENTED       USGS
 LS0696  HISTORY     - 1965     GOOD             USGS
 LS0696
 LS0696                          STATION DESCRIPTION
 LS0696
 LS0696'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LS0696'LOCATED ABOUT 24 MI. S. OF OREANA AND 20 MI. SE. OF LOVELOCK, IN
 LS0696'FLATS OF SMALL MOUNTAIN.
 LS0696'
 LS0696'TO REACH FROM LOVELOCK POST OFFICE, DRIVE E. FOR 1 BLOCK TO U.S.
 LS0696'HIGHWAY 40, TURN LEFT (N.) AND FOLLOW U.S. HIGHWAY 40 FOR 6.2 MI.,
 LS0696'TURN RIGHT ON MAIN RD. 14.9 MI., TAKE LEFT FORK 5.4 MI., TAKE LEFT
 LS0696'FORK 0.5 MI., TAKE RIGHT FORK 1.4 MI., TAKE RIGHT FORK 0.4 MI.  LEAVE
 LS0696'TRUCK AND PACK UP RIDGE (SE.) TO TOP AND STATION WHICH IS AT HIGHEST
 LS0696'POINT OF WESTERNMOST TOP OF TWO TOPS.  ABOUT A 30 MINUTE PACK.
 LS0696'
 LS0696'STATION MARK--STANDARD TABLET STAMPED----IRON 1953----CEMENTED IN ROCK
 LS0696'OUTCROP.
 LS0696'
 LS0696'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN ROCK OUTCROP,
 LS0696'12.60 FT. FROM STATION MARK 48 DEGREES 46 MINUTES.
 LS0696'
 LS0696'REFERENCE MARK NO. 2--IRON ROD CEMENTED IN ROCK OUTCROP, 33.0 FT.
 LS0696'FROM STATION MARK 189 DEGREES 43 MINUTES.
 LS0696
 LS0696                          STATION RECOVERY (1965)
 LS0696
 LS0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LS0696'LOCATED ABOUT 24 MI. S. OF OREANA AND 20 MI. SE. OF LOVELOCK, IN FLATS
 LS0696'OF SMALL MOUNTAIN. TO REACH FROM LOVELOCK POST OFFICE, DRIVE E. FOR 1
 LS0696'BLOCK TO U.S. HIGHWAY 40, TURN LEFT (N.) AND FOLLOW U.S. HIGHWAY 40
 LS0696'FOR 6.2 MI., TURN RIGHT ON MAIN RD. 14.9 MI., TAKE LEFT FORK 5.4 MI.,
 LS0696'TAKE LEFT FORK 0.5 MI., TAKE RIGHT FORK 1.4 MI., TAKE RIGHT FORK 0.4
 LS0696'MI. LEAVE TRUCK AND PACK UP RIDGE (SE.) TO TOP AND STATION WHICH IS AT
 LS0696'HIGHEST POINT ON WESTERNMOST TOP OF TWO TOPS.  ABOUT A 30 MINUTE PACK.
 LS0696'STATION MARK--STANDARD TABLET STAMPED---IRON 1953--- CEMENTED IN ROCK
 LS0696'OUTCROP. REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN ROCK
 LS0696'OUTCROP, 12.60 FT. FROM STATION MARK IN DIRECT 48 DEGREES 46 MINUTES.
 LS0696'REFERENCE MARK NO. 2--IRON ROD CEMENTED IN ROCK OUTCROP, 33.0 FT. FROM
 LS0696'STATION MARK IN DIRECT 189 DEGREES 43 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0439 ***********************************************************************
 KQ0439  DESIGNATION -  IRON PEG MINING CO
 KQ0439  PID         -  KQ0439
 KQ0439  STATE/COUNTY-  NV/LANDER
 KQ0439  USGS QUAD   -  AUSTIN (1988)
 KQ0439
 KQ0439                         *CURRENT SURVEY CONTROL
 KQ0439  ___________________________________________________________________
 KQ0439* NAD 83(1994)-  39 29 56.68506(N)    117 04 04.22518(W)     ADJUSTED  
 KQ0439* NAVD 88     -      2150.32   (+/-2cm)    7054.8    (feet)  VERTCON   
 KQ0439  ___________________________________________________________________
 KQ0439  LAPLACE CORR-           8.54  (seconds)                    DEFLEC99
 KQ0439  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 KQ0439
 KQ0439  HORZ ORDER  -  SECOND
 KQ0439  VERT ORDER  -  THIRD ? (See Below)
 KQ0439
 KQ0439.The horizontal coordinates were established by classical geodetic methods
 KQ0439.and adjusted by the National Geodetic Survey in June 1998..
 KQ0439
 KQ0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0439.The vertical order pertains to the NGVD 29 superseded value.
 KQ0439
 KQ0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0439
 KQ0439.The geoid height was determined by GEOID03.
 KQ0439
 KQ0439;                    North         East     Units Scale Factor Converg.
 KQ0439;SPC NV C     - 6,527,077.678   465,496.623   MT  0.99991465   -0 15 18.6
 KQ0439;SPC NV C     -21,414,254.02  1,527,216.84   sFT  0.99991465   -0 15 18.6
 KQ0439;UTM  11      - 4,372,164.512   494,167.078   MT  0.99960042   -0 02 35.3
 KQ0439
 KQ0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0439!SPC NV C     -   0.99966617  x   0.99991465  =   0.99958085
 KQ0439!UTM  11      -   0.99966617  x   0.99960042  =   0.99926672
 KQ0439
 KQ0439                          SUPERSEDED SURVEY CONTROL
 KQ0439
 KQ0439  NAD 83(1986)-  39 29 56.68711(N)    117 04 04.21440(W) AD(       ) 2
 KQ0439  NAD 27      -  39 29 56.95700(N)    117 04 00.89500(W) AD(       ) 2
 KQ0439  NGVD 29 (07/19/86) 2149.00   (m)         7050.5    (f) LEVELING    3  
 KQ0439
 KQ0439.Superseded values are not recommended for survey control.
 KQ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0439.See file dsdata.txt to determine how the superseded data were derived.
 KQ0439
 KQ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD9416772165(NAD 83)
 KQ0439_MARKER: I = METAL ROD
 KQ0439_SETTING: 0 = UNSPECIFIED SETTING
 KQ0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0439
 KQ0439  HISTORY     - Date     Condition        Report By
 KQ0439  HISTORY     - 1898     MONUMENTED       CGS
 KQ0439
 KQ0439                          STATION DESCRIPTION
 KQ0439
 KQ0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1898
 KQ0439'TO REACH STATION HILL FROM THE POST OFFICE IN AUSTIN GO EASTERLY
 KQ0439'ON U.S. HIGHWAY 50 FOR 1.3 MILES TO A DIRT ROAD LEFT.  TURN
 KQ0439'LEFT, WEST, AND GO 0.6 MILE TO A T-ROAD.  TURN LEFT, SOUTHWEST,
 KQ0439'AND GO 0.1 MILE TO THE TOP OF THE HILL AND STATION HILL AT
 KQ0439'THE END OF THE ROAD.
 KQ0439'
 KQ0439'THE MINING COMPANY IRON PEG IS A 3/4-INCH IRON ROD WITH A
 KQ0439'PUNCH MARK IN THE CENTER OF THE TOP.  THE ROD WAS DRIVEN INTO
 KQ0439'THE GROUND AND LEFT PROJECTING 1 INCH.  IT IS 1 FOOT HIGHER
 KQ0439'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0676 ***********************************************************************
 JP0676  DESIGNATION -  IRON PIN 5844.0
 JP0676  PID         -  JP0676
 JP0676  STATE/COUNTY-  NV/LINCOLN
 JP0676  USGS QUAD   -  BIG SPRINGS (1972)
 JP0676
 JP0676                         *CURRENT SURVEY CONTROL
 JP0676  ___________________________________________________________________
 JP0676* NAD 83(1986)-  38 39 16.     (N)    114 08 27.     (W)     SCALED    
 JP0676* NAVD 88     -      1782.585  (meters)    5848.36   (feet)  ADJUSTED  
 JP0676  ___________________________________________________________________
 JP0676  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 JP0676  DYNAMIC HT  -        1780.663 (meters)    5842.06  (feet)  COMP
 JP0676  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 JP0676
 JP0676  VERT ORDER  -  SECOND    CLASS 0
 JP0676
 JP0676.The horizontal coordinates were scaled from a topographic map and have
 JP0676.an estimated accuracy of +/- 6 seconds.
 JP0676
 JP0676.The orthometric height was determined by differential leveling
 JP0676.and adjusted by the National Geodetic Survey in August 1995..
 JP0676
 JP0676.The geoid height was determined by GEOID03.
 JP0676
 JP0676.The dynamic height is computed by dividing the NAVD 88
 JP0676.geopotential number by the normal gravity value computed on the
 JP0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0676.degrees latitude (g = 980.6199 gals.).
 JP0676
 JP0676.The modeled gravity was interpolated from observed gravity values.
 JP0676
 JP0676;                    North         East    Units  Estimated Accuracy
 JP0676;SPC NV E     - 8,434,230.      325,550.      MT  (+/- 180 meters Scaled)
 JP0676
 JP0676                          SUPERSEDED SURVEY CONTROL
 JP0676
 JP0676.No superseded survey control is available for this station.
 JP0676
 JP0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC488823(NAD 83)
 JP0676_MARKER: Z = SEE DESCRIPTION
 JP0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0676_SP_SET: CONCRETE POST
 JP0676_MARK LOGO: NONE  
 JP0676_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0676
 JP0676  HISTORY     - Date     Condition        Report By
 JP0676  HISTORY     - 1946     MONUMENTED       USGS
 JP0676  HISTORY     - 19731127 GOOD             USGS
 JP0676
 JP0676                          STATION DESCRIPTION
 JP0676
 JP0676'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0676'FROM THE INTERSECTION OF THE ROAD SOUTH TO MODENA AND THE T-ROAD
 JP0676'ENTERING BIG SPRINGS RANCH, PROCEED 3.1 MILES SOUTH ALONG THE MODENA
 JP0676'ROAD TO A Y-ROAD SOUTHWEST, THENCE 0.9 MILE SOUTHWEST, 40 FEET SOUTH
 JP0676'OF THE SOUTH EDGE OF A DRY WASH, 20 FEET NORTH OF THE CENTERLINE
 JP0676'OF THE ROAD, AN IRON PIN SET IN CONCRETE (TAG STAMPED 5844.0).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0684 ***********************************************************************
 JP0684  DESIGNATION -  IRON PIN 6069.1
 JP0684  PID         -  JP0684
 JP0684  STATE/COUNTY-  NV/LINCOLN
 JP0684  USGS QUAD   -  RED LEDGES (1973)
 JP0684
 JP0684                         *CURRENT SURVEY CONTROL
 JP0684  ___________________________________________________________________
 JP0684* NAD 83(1986)-  38 37 57.     (N)    114 15 10.     (W)     SCALED    
 JP0684* NAVD 88     -      1851.309  (meters)    6073.84   (feet)  ADJUSTED  
 JP0684  ___________________________________________________________________
 JP0684  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 JP0684  DYNAMIC HT  -        1849.289 (meters)    6067.21  (feet)  COMP
 JP0684  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 JP0684
 JP0684  VERT ORDER  -  SECOND    CLASS 0
 JP0684
 JP0684.The horizontal coordinates were scaled from a topographic map and have
 JP0684.an estimated accuracy of +/- 6 seconds.
 JP0684
 JP0684.The orthometric height was determined by differential leveling
 JP0684.and adjusted by the National Geodetic Survey in August 1995..
 JP0684
 JP0684.The geoid height was determined by GEOID03.
 JP0684
 JP0684.The dynamic height is computed by dividing the NAVD 88
 JP0684.geopotential number by the normal gravity value computed on the
 JP0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0684.degrees latitude (g = 980.6199 gals.).
 JP0684
 JP0684.The modeled gravity was interpolated from observed gravity values.
 JP0684
 JP0684;                    North         East    Units  Estimated Accuracy
 JP0684;SPC NV E     - 8,431,650.      315,850.      MT  (+/- 180 meters Scaled)
 JP0684
 JP0684                          SUPERSEDED SURVEY CONTROL
 JP0684
 JP0684.No superseded survey control is available for this station.
 JP0684
 JP0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC391795(NAD 83)
 JP0684_MARKER: Z = SEE DESCRIPTION
 JP0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0684_SP_SET: CONCRETE POST
 JP0684_MARK LOGO: NONE  
 JP0684_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0684
 JP0684  HISTORY     - Date     Condition        Report By
 JP0684  HISTORY     - 1946     MONUMENTED       USGS
 JP0684
 JP0684                          STATION DESCRIPTION
 JP0684
 JP0684'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 JP0684'FROM THE INTERSECTION OF THE ROAD SOUTH TO MODENA AND THE T-ROAD
 JP0684'ENTERING BIG SPRINGS RANCH, PROCEED 3.1 MILES SOUTH ALONG THE MODENA
 JP0684'ROAD TO A Y-ROAD SOUTHWEST, THENCE 7.8 MILES SOUTHWEST AND WEST TO
 JP0684'THE TOP OF A SLIGHT RISE, 26 FEET NORTH OF THE CENTERLINE OF THE
 JP0684'ROAD, AN IRON PIN SET IN CONCRETE (TAG STAMPED 6069.1).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0678 ***********************************************************************
 JP0678  DESIGNATION -  IRON PIN 6085.8
 JP0678  PID         -  JP0678
 JP0678  STATE/COUNTY-  NV/LINCOLN
 JP0678  USGS QUAD   -  BIG SPRINGS (1972)
 JP0678
 JP0678                         *CURRENT SURVEY CONTROL
 JP0678  ___________________________________________________________________
 JP0678* NAD 83(1986)-  38 39 23.     (N)    114 10 31.     (W)     SCALED    
 JP0678* NAVD 88     -      1856.280  (meters)    6090.15   (feet)  ADJUSTED  
 JP0678  ___________________________________________________________________
 JP0678  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 JP0678  DYNAMIC HT  -        1854.268 (meters)    6083.54  (feet)  COMP
 JP0678  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 JP0678
 JP0678  VERT ORDER  -  SECOND    CLASS 0
 JP0678
 JP0678.The horizontal coordinates were scaled from a topographic map and have
 JP0678.an estimated accuracy of +/- 6 seconds.
 JP0678
 JP0678.The orthometric height was determined by differential leveling
 JP0678.and adjusted by the National Geodetic Survey in August 1995..
 JP0678
 JP0678.The geoid height was determined by GEOID03.
 JP0678
 JP0678.The dynamic height is computed by dividing the NAVD 88
 JP0678.geopotential number by the normal gravity value computed on the
 JP0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0678.degrees latitude (g = 980.6199 gals.).
 JP0678
 JP0678.The modeled gravity was interpolated from observed gravity values.
 JP0678
 JP0678;                    North         East    Units  Estimated Accuracy
 JP0678;SPC NV E     - 8,434,400.      322,550.      MT  (+/- 180 meters Scaled)
 JP0678
 JP0678                          SUPERSEDED SURVEY CONTROL
 JP0678
 JP0678.No superseded survey control is available for this station.
 JP0678
 JP0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC457824(NAD 83)
 JP0678_MARKER: Z = SEE DESCRIPTION
 JP0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0678_SP_SET: CONCRETE POST
 JP0678_MARK LOGO: NONE  
 JP0678_MAGNETIC: I = MARKER IS A STEEL ROD
 JP0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0678+STABILITY: SURFACE MOTION
 JP0678
 JP0678  HISTORY     - Date     Condition        Report By
 JP0678  HISTORY     - 1946     MONUMENTED       USGS
 JP0678  HISTORY     - 19731127 GOOD             USGS
 JP0678
 JP0678                          STATION DESCRIPTION
 JP0678
 JP0678'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JP0678'FROM THE INTERSECTION OF THE ROAD SOUTH TO MODENA AND THE T-ROAD
 JP0678'ENTERING BIG SPRINGS RANCH, PROCEED 3.1 MILES SOUTH ALONG THE MODENA
 JP0678'ROAD TO A Y-ROAD SOUTHWEST, THENCE 2.8 MILES SOUTHWEST AND WEST, 14
 JP0678'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AN IRON PIN SET IN CONCRETE
 JP0678'(TAG STAMPED 6085.8).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0597 ***********************************************************************
 JQ0597  DESIGNATION -  IRON PIPE
 JQ0597  PID         -  JQ0597
 JQ0597  STATE/COUNTY-  NV/NYE
 JQ0597  USGS QUAD   -  MOORES STATION SE (1967)
 JQ0597
 JQ0597                         *CURRENT SURVEY CONTROL
 JQ0597  ___________________________________________________________________
 JQ0597* NAD 83(1986)-  38 36 40.     (N)    116 04 44.     (W)     SCALED    
 JQ0597* NAVD 88     -      1811.710  (meters)    5943.92   (feet)  ADJUSTED  
 JQ0597  ___________________________________________________________________
 JQ0597  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 JQ0597  DYNAMIC HT  -        1809.706 (meters)    5937.34  (feet)  COMP
 JQ0597  MODELED GRAV-     979,458.6   (mgal)                       NAVD 88
 JQ0597
 JQ0597  VERT ORDER  -  SECOND    CLASS 0
 JQ0597
 JQ0597.The horizontal coordinates were scaled from a topographic map and have
 JQ0597.an estimated accuracy of +/- 6 seconds.
 JQ0597
 JQ0597.The orthometric height was determined by differential leveling
 JQ0597.and adjusted by the National Geodetic Survey in June 1991..
 JQ0597
 JQ0597.The geoid height was determined by GEOID03.
 JQ0597
 JQ0597.The dynamic height is computed by dividing the NAVD 88
 JQ0597.geopotential number by the normal gravity value computed on the
 JQ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0597.degrees latitude (g = 980.6199 gals.).
 JQ0597
 JQ0597.The modeled gravity was interpolated from observed gravity values.
 JQ0597
 JQ0597;                    North         East    Units  Estimated Accuracy
 JQ0597;SPC NV C     - 6,428,600.      551,190.      MT  (+/- 180 meters Scaled)
 JQ0597
 JQ0597                          SUPERSEDED SURVEY CONTROL
 JQ0597
 JQ0597.No superseded survey control is available for this station.
 JQ0597
 JQ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC801740(NAD 83)
 JQ0597_MARKER: Z = SEE DESCRIPTION
 JQ0597_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JQ0597_SP_SET: METAL PIPE IMBEDDED IN GROUND
 JQ0597_MARK LOGO: USGS  
 JQ0597_MAGNETIC: I = MARKER IS A STEEL ROD
 JQ0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0597+SATELLITE: SATELLITE OBSERVATIONS - 1967
 JQ0597
 JQ0597  HISTORY     - Date     Condition        Report By
 JQ0597  HISTORY     - 1967     MONUMENTED       USGS
 JQ0597
 JQ0597                          STATION DESCRIPTION
 JQ0597
 JQ0597'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JQ0597'FROM WARM SPRINGS TAVERN, NEVADA, PROCEED 25.5 MILES NORTHEAST ALONG
 JQ0597'HIGHWAY 6, THENCE 6.7 MILES NORTH TO A Y-ROAD NORTHEAST TO LITTLE
 JQ0597'SMOKY VALLEY, THENCE 3.5 MILES NORTHEAST, 0.5 MILES NORTH OF BENCH
 JQ0597'MARK -117 DOR 1967-, 80 FEET NORTHWEST OF THE ROAD, PROJECTING 0.3
 JQ0597'FEET, 1-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0470 ***********************************************************************
 KQ0470  DESIGNATION -  IRON ROCK
 KQ0470  PID         -  KQ0470
 KQ0470  STATE/COUNTY-  NV/CHURCHILL
 KQ0470  USGS QUAD   -  QUARTZ MTN NW (1980)
 KQ0470
 KQ0470                         *CURRENT SURVEY CONTROL
 KQ0470  ___________________________________________________________________
 KQ0470* NAD 83(1994)-  39 11 43.15094(N)    117 59 18.82981(W)     ADJUSTED  
 KQ0470* NAVD 88     -      1902.4    (meters)    6241.     (feet)  VERTCON   
 KQ0470  ___________________________________________________________________
 KQ0470  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 KQ0470  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 KQ0470
 KQ0470  HORZ ORDER  -  FIRST
 KQ0470
 KQ0470.The horizontal coordinates were established by classical geodetic methods
 KQ0470.and adjusted by the National Geodetic Survey in June 1998..
 KQ0470
 KQ0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0470
 KQ0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0470
 KQ0470.The geoid height was determined by GEOID03.
 KQ0470
 KQ0470;                    North         East     Units Scale Factor Converg.
 KQ0470;SPC NV W     - 4,493,448.720   851,375.839   MT  0.99993249   +0 22 33.2
 KQ0470;SPC NV W     -14,742,256.34  2,793,222.23   sFT  0.99993249   +0 22 33.2
 KQ0470;SPC NV C     - 6,494,112.719   385,813.657   MT  1.00006049   -0 50 07.7
 KQ0470;SPC NV C     -21,306,101.48  1,265,790.31   sFT  1.00006049   -0 50 07.7
 KQ0470;UTM  11      - 4,338,917.218   414,633.508   MT  0.99968973   -0 37 29.2
 KQ0470
 KQ0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0470!SPC NV W     -   0.99970531  x   0.99993249  =   0.99963782
 KQ0470!SPC NV C     -   0.99970531  x   1.00006049  =   0.99976579
 KQ0470!UTM  11      -   0.99970531  x   0.99968973  =   0.99939513
 KQ0470
 KQ0470:                Primary Azimuth Mark                     Grid Az
 KQ0470:SPC NV W     -  IRON ROCK AZ MK                          191 40 06.7
 KQ0470:SPC NV C     -  IRON ROCK AZ MK                          192 52 47.6
 KQ0470:UTM  11      -  IRON ROCK AZ MK                          192 40 09.1
 KQ0470
 KQ0470|---------------------------------------------------------------------|
 KQ0470| PID    Reference Object                     Distance      Geod. Az  |
 KQ0470|                                                           dddmmss.s |
 KQ0470| DB1930 IRON ROCK AZ MK                                    1920239.9 |
 KQ0470| DB1932 IRON ROCK RM 2                        6.210 METERS 24458     |
 KQ0470| DB1931 IRON ROCK RM 1                        5.146 METERS 35545     |
 KQ0470|---------------------------------------------------------------------|
 KQ0470
 KQ0470                          SUPERSEDED SURVEY CONTROL
 KQ0470
 KQ0470  NAD 83(1986)-  39 11 43.16171(N)    117 59 18.81907(W) AD(       ) 1
 KQ0470  NAD 27      -  39 11 43.42714(N)    117 59 15.37456(W) AD(       ) 1
 KQ0470  NGVD 29 (07/19/86) 1901.2    (m)         6238.     (f) VERT ANG       
 KQ0470
 KQ0470.Superseded values are not recommended for survey control.
 KQ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0470.See file dsdata.txt to determine how the superseded data were derived.
 KQ0470
 KQ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD1463438917(NAD 83)
 KQ0470_MARKER: DS = TRIANGULATION STATION DISK
 KQ0470_SETTING: 80 = SET IN A BOULDER
 KQ0470_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KQ0470
 KQ0470  HISTORY     - Date     Condition        Report By
 KQ0470  HISTORY     - 1954     MONUMENTED       CGS
 KQ0470  HISTORY     - 1955     GOOD             CGS
 KQ0470  HISTORY     - 1966     GOOD             CGS
 KQ0470  HISTORY     - 1972     GOOD             CGS
 KQ0470
 KQ0470                          STATION DESCRIPTION
 KQ0470
 KQ0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LGT)
 KQ0470'THE STATION IS LOCATED ABOUT 16 MILES EAST SOUTHEAST OF FRENCHMAN
 KQ0470'STATION, ABOUT 10 MILES SOUTHWEST OF EASTGATE AND ABOUT 6 MILES
 KQ0470'SOUTH SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 KQ0470'HIGHWAY 23, ON THE HIGHEST POINT OF THE EASTERNMOST ONE OF TWO
 KQ0470'PROMINENT, DARK COLORED HILLS THAT ARE JOINED BY A RIDGE.
 KQ0470'
 KQ0470'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 KQ0470'23 WHICH IS ABOUT 48 MILES EAST OF FALLON, DRIVE SOUTH ON STATE
 KQ0470'HIGHWAY 23 FOR 8.1 MILES TO THE SUMMIT AND A TRACK ROAD LEFT.
 KQ0470'TURN LEFT, LEAVING SURFACED ROAD, AND DRIVE EASTERLY ON TRACK
 KQ0470'ROAD FOR 2.6 MILES TO A LOW AREA AND THE AZIMUTH MARK ON THE
 KQ0470'RIGHT (SOUTH) SIDE OF ROAD.  CONTINUE EASTERLY FOR 0.7 MILE,
 KQ0470'THENCE NORTHERLY FOR 0.9 MILE TO THE BASE OF THE STATION HILL.
 KQ0470'PACK NORTHERLY TO THE HIGHEST POINT AND STATION.  A 15 MINUTE
 KQ0470'PACK.
 KQ0470'
 KQ0470'THE STATION MARK, A STANDARD DISK STAMPED IRON ROCK 1954, IS
 KQ0470'SET IN THE TOP OF A BOULDER THAT PROJECTS ABOUT 6 INCHES ABOVE
 KQ0470'THE GROUND.  THE MARK IS 27 FEET WEST-SOUTHWEST OF A LOW CAIRN.
 KQ0470'
 KQ0470'REFERENCE MARK 1, A STANDARD DISK STAMPED IRON ROCK NO 1 1954,
 KQ0470'IS SET IN THE SOUTH END OF AN OUTCROP THAT IS FLUSH ON THE SOUTH
 KQ0470'AND PROJECTS ABOUT 18 INCHES ON THE NORTH SIDE.  THE MARK IS
 KQ0470'APPROXIMATELY 1 FOOT LOWER THAN THE STATION MARK.
 KQ0470'
 KQ0470'REFERENCE MARK 2, A STANDARD DISK STAMPED IRON ROCK NO 2 1954,
 KQ0470'IS SET IN THE TOP OF A BOULDER THAT PROJECTS ABOUT 18 INCHES ABOVE
 KQ0470'THE SURROUNDING SURFACE.  THE MARK IS APPROXIMATELY 18 INCHES
 KQ0470'HIGHER THAN THE STATION MARK.
 KQ0470'
 KQ0470'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF A VALLEY AND ON
 KQ0470'THE WEST SLOPE OF A LOW HILL.  IT IS ABOUT 24 FEET SOUTH OF THE
 KQ0470'SOUTH SIDE OF TRACK ROAD AND 4 FEET EAST OF A 4 IN X 4 IN
 KQ0470'WITNESS POST.  THE MARK, A STANDARD DISK STAMPED IRON ROCK
 KQ0470'1954, IS SET IN THE TOP OF A BOULDER THAT IS FLUSH WITH THE
 KQ0470'GROUND.
 KQ0470
 KQ0470                          STATION RECOVERY (1955)
 KQ0470
 KQ0470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KQ0470'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1954
 KQ0470'AND IN GOOD CONDITION.
 KQ0470
 KQ0470                          STATION RECOVERY (1966)
 KQ0470
 KQ0470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KQ0470'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 KQ0470'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KQ0470'
 KQ0470'THE DESCRIPTION TO THE STATION IS ADEQUATE.
 KQ0470'
 KQ0470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KQ0470'ABOUT 45 MILES SOUTHEAST OF FALLON.
 KQ0470
 KQ0470                          STATION RECOVERY (1972)
 KQ0470
 KQ0470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1972 (JLS)
 KQ0470'IRON ROCK 1954 GOOD
 KQ0470'BOTH REFERENCE MARKS ARE IN GOOD CONDITION.
 KQ0470'
 KQ0470'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0646 ***********************************************************************
 MU0646  DESIGNATION -  IRON ROD
 MU0646  PID         -  MU0646
 MU0646  STATE/COUNTY-  NV/HUMBOLDT
 MU0646  USGS QUAD   -  DRY HILLS SOUTH (1980)
 MU0646
 MU0646                         *CURRENT SURVEY CONTROL
 MU0646  ___________________________________________________________________
 MU0646* NAD 83(1986)-  41 11 44.     (N)    117 09 36.     (W)     SCALED    
 MU0646* NAVD 88     -      1432.624  (meters)    4700.20   (feet)  POSTED    
 MU0646  ___________________________________________________________________
 MU0646  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 MU0646  DYNAMIC HT  -        1431.560 (meters)    4696.71  (feet)  COMP
 MU0646  MODELED GRAV-     979,830.1   (mgal)                       NAVD 88
 MU0646
 MU0646  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0646
 MU0646.The horizontal coordinates were scaled from a topographic map and have
 MU0646.an estimated accuracy of +/- 6 seconds.
 MU0646
 MU0646.The orthometric height was determined by differential leveling
 MU0646.and adjusted by the National Geodetic Survey in 1992..
 MU0646.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0646.rate of 0.0 thru 1.0 mm/km.
 MU0646
 MU0646.The geoid height was determined by GEOID03.
 MU0646
 MU0646.The dynamic height is computed by dividing the NAVD 88
 MU0646.geopotential number by the normal gravity value computed on the
 MU0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0646.degrees latitude (g = 980.6199 gals.).
 MU0646
 MU0646.The modeled gravity was interpolated from observed gravity values.
 MU0646
 MU0646;                    North         East    Units  Estimated Accuracy
 MU0646;SPC NV W     - 4,716,340.      919,390.      MT  (+/- 180 meters Scaled)
 MU0646
 MU0646                          SUPERSEDED SURVEY CONTROL
 MU0646
 MU0646  NGVD 29 (??/??/92) 1431.62   (m)         4696.9    (f) COMPUTED    2 0
 MU0646
 MU0646.Superseded values are not recommended for survey control.
 MU0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0646.See file dsdata.txt to determine how the superseded data were derived.
 MU0646
 MU0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF865604(NAD 83)
 MU0646_MARKER: I = METAL ROD
 MU0646_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MU0646+WITH SETTING: PAVEMENT
 MU0646_SP_SET: SLAB
 MU0646_MARK LOGO: USGS  
 MU0646_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0646+SATELLITE: SATELLITE OBSERVATIONS - 1974
 MU0646
 MU0646  HISTORY     - Date     Condition        Report By
 MU0646  HISTORY     - 1974     MONUMENTED       USGS
 MU0646
 MU0646                          STATION DESCRIPTION
 MU0646
 MU0646'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0646'FROM THE POST OFFICE IN MIDAS, NEVADA, PROCEED 20.7 MILES SOUTHWEST
 MU0646'ALONG STATE HIGHWAY 18 (GOLCONDA ROAD) TO A T-ROAD NORTH, THENCE 5.8
 MU0646'MILES NORTH ALONG A DIRT ROAD TO A Y-ROAD, THENCE 0.6 MILES NORTHWEST,
 MU0646'0.3 MILES WEST OF BM 72 HEI 1974, 27 FEET NORTH OF AN EAST-WEST ROAD,
 MU0646'19 FEET EAST OF A T-ROAD NORTH, SET IN TOP OF THE NORTHEAST CORNER OF
 MU0646'A 5 X 4-FOOT CONCRETE SLAB PROJECTING 0.5 FEET, PROJECTING 2.5 INCHES,
 MU0646'TOP OF A 1/2-INCH IRON ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0398 ***********************************************************************
 JP0398  DESIGNATION -  IRWIN
 JP0398  PID         -  JP0398
 JP0398  STATE/COUNTY-  NV/NYE
 JP0398  USGS QUAD   -  BRADSHAW SPRING (1990)
 JP0398
 JP0398                         *CURRENT SURVEY CONTROL
 JP0398  ___________________________________________________________________
 JP0398* NAD 83(1994)-  38 52 17.86153(N)    115 39 16.02441(W)     ADJUSTED  
 JP0398* NAVD 88     -      1721.2    (meters)    5647.     (feet)  VERTCON   
 JP0398  ___________________________________________________________________
 JP0398  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 JP0398  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 JP0398
 JP0398  HORZ ORDER  -  FIRST
 JP0398
 JP0398.The horizontal coordinates were established by classical geodetic methods
 JP0398.and adjusted by the National Geodetic Survey in June 1998..
 JP0398
 JP0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0398
 JP0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0398
 JP0398.The geoid height was determined by GEOID03.
 JP0398
 JP0398;                    North         East     Units Scale Factor Converg.
 JP0398;SPC NV C     - 6,457,835.762   587,835.003   MT  0.99999497   +0 38 07.0
 JP0398;SPC NV C     -21,187,082.83  1,928,588.67   sFT  0.99999497   +0 38 07.0
 JP0398;SPC NV E     - 8,457,351.220   193,828.813   MT  0.99990047   -0 02 40.7
 JP0398;SPC NV E     -27,747,159.79    635,920.03   sFT  0.99990047   -0 02 40.7
 JP0398;UTM  11      - 4,303,391.437   616,725.974   MT  0.99976777   +0 50 40.3
 JP0398
 JP0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0398!SPC NV C     -   0.99973352  x   0.99999497  =   0.99972849
 JP0398!SPC NV E     -   0.99973352  x   0.99990047  =   0.99963402
 JP0398!UTM  11      -   0.99973352  x   0.99976777  =   0.99950135
 JP0398
 JP0398|---------------------------------------------------------------------|
 JP0398| PID    Reference Object                     Distance      Geod. Az  |
 JP0398|                                                           dddmmss.s |
 JP0398| DD6067 IRWIN RM 1                            6.194 METERS 02144     |
 JP0398| DD6068 IRWIN RM 2                            8.309 METERS 08912     |
 JP0398| JP0399 MCGEARY                             APPROX. 7.6 KM 3561230.0 |
 JP0398|---------------------------------------------------------------------|
 JP0398
 JP0398                          SUPERSEDED SURVEY CONTROL
 JP0398
 JP0398  NAD 83(1986)-  38 52 17.85702(N)    115 39 16.02406(W) AD(       ) 1
 JP0398  NAD 27      -  38 52 18.09900(N)    115 39 12.88900(W) AD(       ) 1
 JP0398  NGVD 29 (07/19/86) 1720.0    (m)         5643.     (f) VERT ANG       
 JP0398
 JP0398.Superseded values are not recommended for survey control.
 JP0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0398.See file dsdata.txt to determine how the superseded data were derived.
 JP0398
 JP0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD1672603391(NAD 83)
 JP0398_MARKER: DS = TRIANGULATION STATION DISK
 JP0398_SETTING: 66 = SET IN ROCK OUTCROP
 JP0398
 JP0398  HISTORY     - Date     Condition        Report By
 JP0398  HISTORY     - 1939     MONUMENTED       CGS
 JP0398  HISTORY     - 1963     GOOD             USGS
 JP0398  HISTORY     - 1967     GOOD             USGS
 JP0398  HISTORY     - 1967     GOOD             USGS
 JP0398
 JP0398                          STATION DESCRIPTION
 JP0398
 JP0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0398'STATION IS 12.0 MILES NW OF CURRANT, 1.5 MILES SE OF DUCKWATER
 JP0398'POST OFFICE, AND 0.5 MILE SE OF THE DUCKWATER CEMETERY.  ON
 JP0398'THE SUMMIT OF THE HIGHEST AND MOST NOTHERN OF THREE SMALL PEAKS
 JP0398'WHICH LIE TO THE W AND S OF STATE HIGHWAY 20 (CURRANT-DUCKWATER
 JP0398'ROAD).
 JP0398'
 JP0398'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 JP0398'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 JP0398'
 JP0398'STATION MARK IS SET FLUSH WITH THE GROUND AND IS STAMPED,
 JP0398'IRWIN 1939.  BAROMETRIC ELEVATION, 5,720 FEET.  ALL OBJECTS
 JP0398'VISIBLE FROM THE GROUND.
 JP0398'
 JP0398'REFERENCE MARK NO. 1 IS AT THE NE BREAK IN THE SLOPE OF THE
 JP0398'MOUNTAIN AND IS SET FLUSH WITH THE GROUND ABOUT 4 FEET BELOW THE
 JP0398'STATION.  IT IS STAMPED, IRWIN 1 1939.  REFERENCE MARK NO. 2 IS
 JP0398'IN THE TOP OF A BEDROCK LEDGE WHICH PROJECTS 18 INCHES AND IS
 JP0398'3 FEET LONG.  IT IS ON THE SAME LEVEL AS THE STATION AND IS
 JP0398'STAMPED, IRWIN 2 1939.
 JP0398'
 JP0398'MIDDLE, 1939 TO BE USED AS AZIMUTH MARK.
 JP0398'
 JP0398'TO REACH FROM DUCKWATER POST OFFICE GO SE ON STATE HIGHWAY
 JP0398'20 FOR 1.5 MILES TO THE GRAVEYARD, PASS N OF GRAVEYARD FENCE
 JP0398'AND DRIVE UP RIDGE COMING NW FROM THE SUMMIT, GO 0.3 MILE.
 JP0398'END OF TRUCK TRAVEL.  CLIMB SE TO THE STATION.  A 15-MINUTE
 JP0398'PACK.
 JP0398'
 JP0398'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 JP0398
 JP0398                          STATION RECOVERY (1963)
 JP0398
 JP0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JP0398'RECOVERED AS DESCRIBED BY NGS IN 1939 IN DESCRIPTION LIST 38 115
 JP0398'4, STATION 1008.  ALL MARKS IN GOOD CONDITION.  STATION REACHED
 JP0398'BY HELICOPTER.
 JP0398
 JP0398                          STATION RECOVERY (1967)
 JP0398
 JP0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (TES)
 JP0398'THE OLD DESCRIPTION IS ADEQUATE.
 JP0398
 JP0398                          STATION RECOVERY (1967)
 JP0398
 JP0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JP0398'RECOVERED AS DESCRIBED BY NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0410 ***********************************************************************
 JP0410  DESIGNATION -  ISLAND
 JP0410  PID         -  JP0410
 JP0410  STATE/COUNTY-  NV/NYE
 JP0410  USGS QUAD   -  BROWN SUMMIT NW (1968)
 JP0410
 JP0410                         *CURRENT SURVEY CONTROL
 JP0410  ___________________________________________________________________
 JP0410* NAD 83(1994)-  38 54 15.58473(N)    115 59 48.36184(W)     ADJUSTED  
 JP0410* NAVD 88     -      2301.1    (meters)    7550.     (feet)  VERTCON   
 JP0410  ___________________________________________________________________
 JP0410  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 JP0410  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 JP0410
 JP0410  HORZ ORDER  -  THIRD
 JP0410
 JP0410.The horizontal coordinates were established by classical geodetic methods
 JP0410.and adjusted by the National Geodetic Survey in June 1998..
 JP0410
 JP0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0410
 JP0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0410
 JP0410.The geoid height was determined by GEOID03.
 JP0410
 JP0410;                    North         East     Units Scale Factor Converg.
 JP0410;SPC NV C     - 6,461,192.015   558,103.523   MT  0.99994156   +0 25 14.6
 JP0410;SPC NV C     -21,198,094.14  1,831,044.64   sFT  0.99994156   +0 25 14.6
 JP0410;SPC NV E     - 8,461,059.939   164,141.053   MT  0.99991583   -0 15 34.7
 JP0410;SPC NV E     -27,759,327.48    538,519.44   sFT  0.99991583   -0 15 34.7
 JP0410;UTM  11      - 4,306,638.283   586,989.505   MT  0.99969318   +0 37 48.3
 JP0410
 JP0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0410!SPC NV C     -   0.99964254  x   0.99994156  =   0.99958413
 JP0410!SPC NV E     -   0.99964254  x   0.99991583  =   0.99955840
 JP0410!UTM  11      -   0.99964254  x   0.99969318  =   0.99933583
 JP0410
 JP0410|---------------------------------------------------------------------|
 JP0410| PID    Reference Object                     Distance      Geod. Az  |
 JP0410|                                                           dddmmss.s |
 JP0410| DD6069 ISLAND RM 1                          12.808 METERS 19436     |
 JP0410| JQ0555 COTTONWOOD                          APPROX.13.6 KM 2705300.2 |
 JP0410| DD6070 ISLAND RM 2                           5.755 METERS 29828     |
 JP0410|---------------------------------------------------------------------|
 JP0410
 JP0410                          SUPERSEDED SURVEY CONTROL
 JP0410
 JP0410  NAD 83(1986)-  38 54 15.58177(N)    115 59 48.36208(W) AD(       ) 3
 JP0410  NAD 27      -  38 54 15.82123(N)    115 59 45.17984(W) AD(       ) 3
 JP0410  NGVD 29 (07/19/86) 2299.8    (m)         7545.     (f) VERT ANG       
 JP0410
 JP0410.Superseded values are not recommended for survey control.
 JP0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0410.See file dsdata.txt to determine how the superseded data were derived.
 JP0410
 JP0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND8699006638(NAD 83)
 JP0410_MARKER: DD = SURVEY DISK
 JP0410_SETTING: 66 = SET IN ROCK OUTCROP
 JP0410
 JP0410  HISTORY     - Date     Condition        Report By
 JP0410  HISTORY     - 1967     MONUMENTED       USGS
 JP0410
 JP0410                          STATION DESCRIPTION
 JP0410
 JP0410'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DWR)
 JP0410'LOCATED ABOUT 30 MI. NW. OF CURRANT.  ABOUT 16 MI. W. OF
 JP0410'DUCKWATER INDIAN RESERVATION.  ON THE HIGHEST TOP OF A N.-S. LONE
 JP0410'RIDGE IN LITTLE SMOKY VALLEY.
 JP0410'
 JP0410'REACHED BY HELICOPTER.  THERE IS AN E.-W. RD. ABOUT 1 MI. S. OF
 JP0410'THE STATION.
 JP0410'
 JP0410'STATION MARK--A STANDARD TABLET STAMPED ISLAND 1967 CEMENTED IN
 JP0410'DRILL HOLE IN ROCK OUTCROP.
 JP0410'
 JP0410'REFERENCE MARK NO. 1--A REFERENCE MARK TABLET STAMPED NO 1 1967
 JP0410'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 JP0410'
 JP0410'REFERENCE MARK NO. 2--A REFERENCE MARK TABLET STAMPED NO 2 1967
 JP0410'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9055 ***********************************************************************
 AH9055  DESIGNATION -  IZZENHOOD
 AH9055  PID         -  AH9055
 AH9055  STATE/COUNTY-  NV/LANDER
 AH9055  USGS QUAD   -  IZZENHOOD GAP (1965)
 AH9055
 AH9055                         *CURRENT SURVEY CONTROL
 AH9055  ___________________________________________________________________
 AH9055* NAD 83(1994)-  40 56 01.62829(N)    116 50 03.52189(W)     ADJUSTED  
 AH9055* NAVD 88     -      1906.7    (meters)    6256.     (feet)  VERTCON   
 AH9055  ___________________________________________________________________
 AH9055  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 AH9055  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 AH9055
 AH9055  HORZ ORDER  -  THIRD
 AH9055
 AH9055.The horizontal coordinates were established by classical geodetic methods
 AH9055.and adjusted by the National Geodetic Survey in February 1999..
 AH9055
 AH9055.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9055
 AH9055.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9055
 AH9055.The geoid height was determined by GEOID03.
 AH9055
 AH9055;                    North         East     Units Scale Factor Converg.
 AH9055;SPC NV C     - 6,686,306.536   485,882.462   MT  0.99990245   -0 06 35.4
 AH9055;SPC NV C     -21,936,657.36  1,594,099.38   sFT  0.99990245   -0 06 35.4
 AH9055;UTM  11      - 4,531,419.896   513,948.584   MT  0.99960239   +0 06 30.8
 AH9055
 AH9055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9055!SPC NV C     -   0.99970406  x   0.99990245  =   0.99960654
 AH9055!UTM  11      -   0.99970406  x   0.99960239  =   0.99930657
 AH9055
 AH9055                          SUPERSEDED SURVEY CONTROL
 AH9055
 AH9055  NGVD 29 (02/26/99) 1905.7    (m)         6252.     (f) VERT ANG       
 AH9055
 AH9055.Superseded values are not recommended for survey control.
 AH9055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9055.See file dsdata.txt to determine how the superseded data were derived.
 AH9055
 AH9055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF1394931420(NAD 83)
 AH9055_MARKER: DS = TRIANGULATION STATION DISK
 AH9055_SETTING: 66 = SET IN ROCK OUTCROP
 AH9055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9055+STABILITY: POSITION/ELEVATION WELL
 AH9055
 AH9055  HISTORY     - Date     Condition        Report By
 AH9055  HISTORY     - 1964     MONUMENTED       USGS
 AH9055
 AH9055                          STATION DESCRIPTION
 AH9055
 AH9055'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH9055'LOCATED ABOUT 21.4 MI. S. OF MIDAS, 20.9 MI. N. OF BATTLE MOUNTAIN, ON
 AH9055'THE N. END OF A SHARP RIDGE. TO REACH FROM BATTLE MOUNTAIN RR. STATION
 AH9055'ON U.S. HIGHWAY 40, GO SE. FOR 0.1 MI. TO FIRST RR. CROSSING, TURN
 AH9055'LEFT CROSSING RR. TRACKS AND FOLLOW MAIN RD. NE. FOR 5.7 MI. TO N.
 AH9055'BATTLE MOUNTAIN RAILROAD STATION, CROSS TRACKS AND CONTINUE ON MAIN
 AH9055'RD. FOR 13.5 MI. TO FORKS AND SIGN --HUNT QUICKSILVER 26 MILES--, TAKE
 AH9055'RIGHT FORK STRAIGHT AHEAD FOR 4 MI. TO FORK JUST BEFORE REACHING A
 AH9055'WINDMILL ON LEFT, TAKE RIGHT FORK, SIGN --HUNT QUICKSILVER--, FOR 1.3
 AH9055'MI., THENCE CROSS COUNTRY SW. TO BASE OF HILL, THENCE HIKE SW. TO TOP
 AH9055'OF HILL AND STATION MARK, ABOUT A 20-MINUTE HIKE. STATION MARK--A
 AH9055'STANDARD TABLET STAMPED---IZZENHOOD 1964---, CEMENTED IN A ROCK
 AH9055'OUTCROP. REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET
 AH9055'STAMPED--- ---NO 1 1964---, CEMENTED IN A ROCK OUTCROP, 10.35 FT. FROM
 AH9055'STATION MARK IN DIRECT 30 DEGREES 14 MINUTES, AND ABOUT 1 FT. LOWER.
 AH9055'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED---
 AH9055'---NO 2 1964---, CEMENTED IN A ROCK OUTCROP, 12.03 FT. FROM STATION
 AH9055'MARK IN DIRECT 167 DEGREES 34 MINUTES, AND ABOUT 0.9 FT. LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0951 ***********************************************************************
 LR0951  DESIGNATION -  IZZENHOOD GAP WELL
 LR0951  PID         -  LR0951
 LR0951  STATE/COUNTY-  NV/LANDER
 LR0951  USGS QUAD   -  IZZENHOOD GAP (1965)
 LR0951
 LR0951                         *CURRENT SURVEY CONTROL
 LR0951  ___________________________________________________________________
 LR0951* NAD 83(1986)-  40 56 51.     (N)    116 51 10.     (W)     SCALED    
 LR0951* NAVD 88     -      1489.451  (meters)    4886.64   (feet)  POSTED    
 LR0951  ___________________________________________________________________
 LR0951  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 LR0951  DYNAMIC HT  -        1488.290 (meters)    4882.83  (feet)  COMP
 LR0951  MODELED GRAV-     979,793.1   (mgal)                       NAVD 88
 LR0951
 LR0951  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0951
 LR0951.The horizontal coordinates were scaled from a topographic map and have
 LR0951.an estimated accuracy of +/- 6 seconds.
 LR0951
 LR0951.The orthometric height was determined by differential leveling
 LR0951.and adjusted by the National Geodetic Survey in 1992..
 LR0951.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0951.rate of 0.0 thru 1.0 mm/km.
 LR0951
 LR0951.The geoid height was determined by GEOID03.
 LR0951
 LR0951.The dynamic height is computed by dividing the NAVD 88
 LR0951.geopotential number by the normal gravity value computed on the
 LR0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0951.degrees latitude (g = 980.6199 gals.).
 LR0951
 LR0951.The modeled gravity was interpolated from observed gravity values.
 LR0951
 LR0951;                    North         East    Units  Estimated Accuracy
 LR0951;SPC NV C     - 6,687,830.      484,330.      MT  (+/- 180 meters Scaled)
 LR0951
 LR0951                          SUPERSEDED SURVEY CONTROL
 LR0951
 LR0951.No superseded survey control is available for this station.
 LR0951
 LR0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF123329(NAD 83)
 LR0951_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LR0951_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LR0951_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LR0951_STAMPING: IZZENHOOD GAP WELL  SW 7 SW T36N R45E 18-140-29
 LR0951_MARK LOGO: BLM   
 LR0951_MAGNETIC: I = MARKER IS A STEEL ROD
 LR0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0951+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1963
 LR0951
 LR0951  HISTORY     - Date     Condition        Report By
 LR0951  HISTORY     - UNK      MONUMENTED       BLM
 LR0951  HISTORY     - 19631001 GOOD             USGS
 LR0951
 LR0951                          STATION DESCRIPTION
 LR0951
 LR0951'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0951'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0951'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 18.3 MILES NORTHEAST
 LR0951'ALONG ROAD, THENCE 0.6 MILES SOUTHEAST ALONG ROAD, THENCE 3.7 MILES
 LR0951'NORTHEAST ALONG ROAD, 1.1 MILES SOUTHEAST AND 3.7 MILES NORTHEAST OF
 LR0951'IZZENHOOD RANCH, 77 FEET SOUTH OF A WINDMILL AND 16 FEET WEST OF THE
 LR0951'CENTERLINE OF THE ROAD, SET ON 1-INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0162 ***********************************************************************
 FS0162  DESIGNATION -  J
 FS0162  PID         -  FS0162
 FS0162  STATE/COUNTY-  NV/CLARK
 FS0162  USGS QUAD   -  SLOAN (1989)
 FS0162
 FS0162                         *CURRENT SURVEY CONTROL
 FS0162  ___________________________________________________________________
 FS0162* NAD 83(1986)-  35 57 22.     (N)    115 12 07.     (W)     SCALED    
 FS0162* NAVD 88     -       829.059  (meters)    2720.00   (feet)  POSTED    
 FS0162  ___________________________________________________________________
 FS0162  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FS0162  DYNAMIC HT  -         828.190 (meters)    2717.15  (feet)  COMP
 FS0162  MODELED GRAV-     979,558.2   (mgal)                       NAVD 88
 FS0162
 FS0162  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0162
 FS0162.The horizontal coordinates were scaled from a topographic map and have
 FS0162.an estimated accuracy of +/- 6 seconds.
 FS0162
 FS0162.The orthometric height was determined by differential leveling
 FS0162.and adjusted by the National Geodetic Survey in 1992..
 FS0162.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0162.rate of 1.1 thru 2.0 mm/km.
 FS0162
 FS0162.The geoid height was determined by GEOID03.
 FS0162
 FS0162.The dynamic height is computed by dividing the NAVD 88
 FS0162.geopotential number by the normal gravity value computed on the
 FS0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0162.degrees latitude (g = 980.6199 gals.).
 FS0162
 FS0162.The modeled gravity was interpolated from observed gravity values.
 FS0162
 FS0162;                    North         East    Units  Estimated Accuracy
 FS0162;SPC NV E     - 8,133,870.      234,400.      MT  (+/- 180 meters Scaled)
 FS0162
 FS0162                          SUPERSEDED SURVEY CONTROL
 FS0162
 FS0162  NGVD 29 (??/??/92)  828.316  (m)         2717.57   (f) ADJ UNCH    1 2
 FS0162
 FS0162.Superseded values are not recommended for survey control.
 FS0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0162.See file dsdata.txt to determine how the superseded data were derived.
 FS0162
 FS0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV621805(NAD 83)
 FS0162_MARKER: P = PIPE CAP
 FS0162_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS0162_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FS0162_STAMPING: U S
 FS0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0162
 FS0162  HISTORY     - Date     Condition        Report By
 FS0162  HISTORY     - UNK      MONUMENTED       CGS
 FS0162  HISTORY     - 1949     GOOD             NGS
 FS0162  HISTORY     - 1960     GOOD             NGS
 FS0162
 FS0162                          STATION DESCRIPTION
 FS0162
 FS0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0162'16.3 MI N FROM JEAN.
 FS0162'16.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0162'AT JEAN, 17.1 MILES SOUTH OF LAS VEGAS, 11 RAILS NORTHWEST OF
 FS0162'SIGNAL 317.1, 5 RAILS SOUTHEAST OF CULVERT 317.22, 16 1/2 FEET
 FS0162'NORTHEAST OF THE 6TH POLE NORTHEAST OF MILEPOLE 317, 63.4 FEET
 FS0162'NORTHEAST OF THE NORTHEAST RAIL, ABOUT 7 FEET LOWER THAN THE
 FS0162'TRACK, AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 FS0162'0.7 FOOT ABOVE THE GROUND.
 FS0162
 FS0162                          STATION RECOVERY (1960)
 FS0162
 FS0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FS0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0728 ***********************************************************************
 GR0728  DESIGNATION -  J 1
 GR0728  PID         -  GR0728
 GR0728  STATE/COUNTY-  NV/CLARK
 GR0728  USGS QUAD   -  MOAPA EAST (1983)
 GR0728
 GR0728                         *CURRENT SURVEY CONTROL
 GR0728  ___________________________________________________________________
 GR0728* NAD 83(1986)-  36 40 19.     (N)    114 37 23.     (W)     SCALED    
 GR0728* NAVD 88     -       508.739  (meters)    1669.09   (feet)  ADJUSTED  
 GR0728  ___________________________________________________________________
 GR0728  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 GR0728  DYNAMIC HT  -         508.254 (meters)    1667.50  (feet)  COMP
 GR0728  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 GR0728
 GR0728  VERT ORDER  -  FIRST     CLASS I
 GR0728
 GR0728.The horizontal coordinates were scaled from a topographic map and have
 GR0728.an estimated accuracy of +/- 6 seconds.
 GR0728
 GR0728.The orthometric height was determined by differential leveling
 GR0728.and adjusted by the National Geodetic Survey in June 1991..
 GR0728.WARNING-Repeat measurements at this control monument indicate possible
 GR0728.vertical movement.
 GR0728
 GR0728.The geoid height was determined by GEOID03.
 GR0728
 GR0728.The dynamic height is computed by dividing the NAVD 88
 GR0728.geopotential number by the normal gravity value computed on the
 GR0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0728.degrees latitude (g = 980.6199 gals.).
 GR0728
 GR0728.The modeled gravity was interpolated from observed gravity values.
 GR0728
 GR0728;                    North         East    Units  Estimated Accuracy
 GR0728;SPC NV E     - 8,213,660.      285,830.      MT  (+/- 180 meters Scaled)
 GR0728
 GR0728                          SUPERSEDED SURVEY CONTROL
 GR0728
 GR0728  NGVD 29 (??/??/92)  508.077  (m)         1666.92   (f) ADJ UNCH    1 1
 GR0728
 GR0728.Superseded values are not recommended for survey control.
 GR0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0728.See file dsdata.txt to determine how the superseded data were derived.
 GR0728
 GR0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA124611(NAD 83)
 GR0728_MARKER: DB = BENCH MARK DISK
 GR0728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0728_SP_SET: FOUNDATION
 GR0728_STAMPING: J 1
 GR0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0728
 GR0728  HISTORY     - Date     Condition        Report By
 GR0728  HISTORY     - UNK      MONUMENTED       CGS
 GR0728  HISTORY     - 1949     GOOD             NGS
 GR0728  HISTORY     - 1963     GOOD             NGS
 GR0728  HISTORY     - 1982     GOOD             NGS
 GR0728
 GR0728                          STATION DESCRIPTION
 GR0728
 GR0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0728'IN MOAPA.
 GR0728'AT MOAPA, AT THE UNION PACIFIC RAILROAD STATION, SET VERTICALLY IN THE
 GR0728'WEST CONCRETE FOUNDATION OF THE NORTHWEST CORNER, 2.4 FEET SOUTH OF
 GR0728'THE NORTHWEST CORNER, AND 1.0 FOOT ABOVE THE GROUND.
 GR0728
 GR0728                          STATION RECOVERY (1963)
 GR0728
 GR0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0728'RECOVERED IN GOOD CONDITION.
 GR0728
 GR0728                          STATION RECOVERY (1982)
 GR0728
 GR0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0441 ***********************************************************************
 LR0441  DESIGNATION -  J 101
 LR0441  PID         -  LR0441
 LR0441  STATE/COUNTY-  NV/PERSHING
 LR0441  USGS QUAD   -  MT TOBIN (1990)
 LR0441
 LR0441                         *CURRENT SURVEY CONTROL
 LR0441  ___________________________________________________________________
 LR0441* NAD 83(1986)-  40 28 50.     (N)    117 36 03.     (W)     SCALED    
 LR0441* NAVD 88     -      1483.419  (meters)    4866.85   (feet)  ADJUSTED  
 LR0441  ___________________________________________________________________
 LR0441  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 LR0441  DYNAMIC HT  -        1482.185 (meters)    4862.80  (feet)  COMP
 LR0441  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 LR0441
 LR0441  VERT ORDER  -  SECOND    CLASS 0
 LR0441
 LR0441.The horizontal coordinates were scaled from a topographic map and have
 LR0441.an estimated accuracy of +/- 6 seconds.
 LR0441
 LR0441.The orthometric height was determined by differential leveling
 LR0441.and adjusted by the National Geodetic Survey in June 1991..
 LR0441
 LR0441.The geoid height was determined by GEOID03.
 LR0441
 LR0441.The dynamic height is computed by dividing the NAVD 88
 LR0441.geopotential number by the normal gravity value computed on the
 LR0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0441.degrees latitude (g = 980.6199 gals.).
 LR0441
 LR0441.The modeled gravity was interpolated from observed gravity values.
 LR0441
 LR0441;                    North         East    Units  Estimated Accuracy
 LR0441;SPC NV W     - 4,636,430.      883,300.      MT  (+/- 180 meters Scaled)
 LR0441
 LR0441                          SUPERSEDED SURVEY CONTROL
 LR0441
 LR0441  NGVD 29 (??/??/92) 1482.323  (m)         4863.25   (f) ADJ UNCH    2 0
 LR0441
 LR0441.Superseded values are not recommended for survey control.
 LR0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0441.See file dsdata.txt to determine how the superseded data were derived.
 LR0441
 LR0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME490812(NAD 83)
 LR0441_MARKER: DB = BENCH MARK DISK
 LR0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0441_STAMPING: J 101 1958
 LR0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0441+STABILITY: SURFACE MOTION
 LR0441
 LR0441  HISTORY     - Date     Condition        Report By
 LR0441  HISTORY     - 1958     MONUMENTED       CGS
 LR0441
 LR0441                          STATION DESCRIPTION
 LR0441
 LR0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0441'8.9 MI SE FROM LEACH HOT SPRINGS.
 LR0441'8.9 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, 32
 LR0441'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHWEST OF
 LR0441'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LR0441'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0465 ***********************************************************************
 LR0465  DESIGNATION -  J 102
 LR0465  PID         -  LR0465
 LR0465  STATE/COUNTY-  NV/PERSHING
 LR0465  USGS QUAD   -  SOU HILLS (1990)
 LR0465
 LR0465                         *CURRENT SURVEY CONTROL
 LR0465  ___________________________________________________________________
 LR0465* NAD 83(1986)-  40 10 20.     (N)    117 40 46.     (W)     SCALED    
 LR0465* NAVD 88     -      1215.651  (meters)    3988.35   (feet)  ADJUSTED  
 LR0465  ___________________________________________________________________
 LR0465  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 LR0465  DYNAMIC HT  -        1214.680 (meters)    3985.16  (feet)  COMP
 LR0465  MODELED GRAV-     979,785.1   (mgal)                       NAVD 88
 LR0465
 LR0465  VERT ORDER  -  SECOND    CLASS 0
 LR0465
 LR0465.The horizontal coordinates were scaled from a topographic map and have
 LR0465.an estimated accuracy of +/- 6 seconds.
 LR0465
 LR0465.The orthometric height was determined by differential leveling
 LR0465.and adjusted by the National Geodetic Survey in June 1991..
 LR0465
 LR0465.The geoid height was determined by GEOID03.
 LR0465
 LR0465.The dynamic height is computed by dividing the NAVD 88
 LR0465.geopotential number by the normal gravity value computed on the
 LR0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0465.degrees latitude (g = 980.6199 gals.).
 LR0465
 LR0465.The modeled gravity was interpolated from observed gravity values.
 LR0465
 LR0465;                    North         East    Units  Estimated Accuracy
 LR0465;SPC NV W     - 4,602,130.      876,990.      MT  (+/- 180 meters Scaled)
 LR0465
 LR0465                          SUPERSEDED SURVEY CONTROL
 LR0465
 LR0465  NGVD 29 (??/??/92) 1214.668  (m)         3985.12   (f) ADJ UNCH    2 0
 LR0465
 LR0465.Superseded values are not recommended for survey control.
 LR0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0465.See file dsdata.txt to determine how the superseded data were derived.
 LR0465
 LR0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME421470(NAD 83)
 LR0465_MARKER: DB = BENCH MARK DISK
 LR0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0465_STAMPING: J 102 1958
 LR0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0465+STABILITY: SURFACE MOTION
 LR0465
 LR0465  HISTORY     - Date     Condition        Report By
 LR0465  HISTORY     - 1958     MONUMENTED       CGS
 LR0465
 LR0465                          STATION DESCRIPTION
 LR0465
 LR0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0465'3.75 MI S FROM PARIS RANCH.
 LR0465'2.25 MILES SOUTH ALONG A GRAVEL ROAD FROM PARIS RANCH, THENCE 1.5
 LR0465'MILES SOUTH ALONG A GRAVEL ROAD, IN A TRIANGLE FORMED BY THE JUNCTION
 LR0465'OF A TRACK ROAD SOUTHEAST, 37 FEET NORTHEAST OF THE CENTER LINE OF THE
 LR0465'GRAVEL ROAD, 33 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD ALONG
 LR0465'THE SOUTHEAST SIDE OF THE TRIANGLE, 66 FEET SOUTH OF THE CENTER LINE
 LR0465'OF THE ROAD ALONG THE NORTH SIDE OF THE TRIANGLE, 1 1/2 FEET NORTHWEST
 LR0465'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE
 LR0465'TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0062 ***********************************************************************
 KR0062  DESIGNATION -  J 103
 KR0062  PID         -  KR0062
 KR0062  STATE/COUNTY-  NV/CHURCHILL
 KR0062  USGS QUAD   -  DIXIE HOT SPRINGS (1990)
 KR0062
 KR0062                         *CURRENT SURVEY CONTROL
 KR0062  ___________________________________________________________________
 KR0062* NAD 83(1986)-  39 46 41.     (N)    118 05 17.     (W)     SCALED    
 KR0062* NAVD 88     -      1073.564  (meters)    3522.18   (feet)  ADJUSTED  
 KR0062  ___________________________________________________________________
 KR0062  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 KR0062  DYNAMIC HT  -        1072.679 (meters)    3519.28  (feet)  COMP
 KR0062  MODELED GRAV-     979,766.2   (mgal)                       NAVD 88
 KR0062
 KR0062  VERT ORDER  -  SECOND    CLASS 0
 KR0062
 KR0062.The horizontal coordinates were scaled from a topographic map and have
 KR0062.an estimated accuracy of +/- 6 seconds.
 KR0062
 KR0062.The orthometric height was determined by differential leveling
 KR0062.and adjusted by the National Geodetic Survey in June 1991..
 KR0062
 KR0062.The geoid height was determined by GEOID03.
 KR0062
 KR0062.The dynamic height is computed by dividing the NAVD 88
 KR0062.geopotential number by the normal gravity value computed on the
 KR0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0062.degrees latitude (g = 980.6199 gals.).
 KR0062
 KR0062.The modeled gravity was interpolated from observed gravity values.
 KR0062
 KR0062;                    North         East    Units  Estimated Accuracy
 KR0062;SPC NV W     - 4,558,090.      842,430.      MT  (+/- 180 meters Scaled)
 KR0062
 KR0062                          SUPERSEDED SURVEY CONTROL
 KR0062
 KR0062  NGVD 29 (??/??/92) 1072.613  (m)         3519.06   (f) ADJ UNCH    2 0
 KR0062
 KR0062.Superseded values are not recommended for survey control.
 KR0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0062.See file dsdata.txt to determine how the superseded data were derived.
 KR0062
 KR0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME068036(NAD 83)
 KR0062_MARKER: DB = BENCH MARK DISK
 KR0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0062_STAMPING: J 103 1958
 KR0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0062+STABILITY: SURFACE MOTION
 KR0062
 KR0062  HISTORY     - Date     Condition        Report By
 KR0062  HISTORY     - 1958     MONUMENTED       CGS
 KR0062
 KR0062                          STATION DESCRIPTION
 KR0062
 KR0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0062'9.35 MI N FROM DIXIE VALLEY.
 KR0062'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE DIXIE SCHOOL AT DIXIE
 KR0062'VALLEY, THENCE 7.85 MILES NORTH ALONG A DIRT ROAD, 0.2 MILE SOUTH OF
 KR0062'THE CREST OF A RISE, 0.13 MILE NORTH OF THE CROSSING OF AN 18-INCH
 KR0062'PIPE CULVERT, 0.1 MILE SOUTH OF THE Y JUNCTION OF A TRACK ROAD
 KR0062'NORTHWEST, 35 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET NORTH
 KR0062'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 KR0062'CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0059 ***********************************************************************
 KR0059  DESIGNATION -  J 104
 KR0059  PID         -  KR0059
 KR0059  STATE/COUNTY-  NV/CHURCHILL
 KR0059  USGS QUAD   -  DIXIE HOT SPRINGS (1990)
 KR0059
 KR0059                         *CURRENT SURVEY CONTROL
 KR0059  ___________________________________________________________________
 KR0059* NAD 83(1986)-  39 48 16.     (N)    118 03 07.     (W)     SCALED    
 KR0059* NAVD 88     -      1045.898  (meters)    3431.42   (feet)  ADJUSTED  
 KR0059  ___________________________________________________________________
 KR0059  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 KR0059  DYNAMIC HT  -        1045.049 (meters)    3428.63  (feet)  COMP
 KR0059  MODELED GRAV-     979,779.5   (mgal)                       NAVD 88
 KR0059
 KR0059  VERT ORDER  -  SECOND    CLASS 0
 KR0059
 KR0059.The horizontal coordinates were scaled from a topographic map and have
 KR0059.an estimated accuracy of +/- 6 seconds.
 KR0059
 KR0059.The orthometric height was determined by differential leveling
 KR0059.and adjusted by the National Geodetic Survey in June 1991..
 KR0059
 KR0059.The geoid height was determined by GEOID03.
 KR0059
 KR0059.The dynamic height is computed by dividing the NAVD 88
 KR0059.geopotential number by the normal gravity value computed on the
 KR0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0059.degrees latitude (g = 980.6199 gals.).
 KR0059
 KR0059.The modeled gravity was interpolated from observed gravity values.
 KR0059
 KR0059;                    North         East    Units  Estimated Accuracy
 KR0059;SPC NV W     - 4,561,040.      845,500.      MT  (+/- 180 meters Scaled)
 KR0059
 KR0059                          SUPERSEDED SURVEY CONTROL
 KR0059
 KR0059  NGVD 29 (??/??/92) 1044.960  (m)         3428.34   (f) ADJ UNCH    2 0
 KR0059
 KR0059.Superseded values are not recommended for survey control.
 KR0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0059.See file dsdata.txt to determine how the superseded data were derived.
 KR0059
 KR0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME099065(NAD 83)
 KR0059_MARKER: DB = BENCH MARK DISK
 KR0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0059_STAMPING: J 104 1958
 KR0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0059+STABILITY: SURFACE MOTION
 KR0059
 KR0059  HISTORY     - Date     Condition        Report By
 KR0059  HISTORY     - 1958     MONUMENTED       CGS
 KR0059
 KR0059                          STATION DESCRIPTION
 KR0059
 KR0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0059'12.2 MI N FROM DIXIE VALLEY.
 KR0059'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE DIXIE SCHOOL AT DIXIE
 KR0059'VALLEY, THENCE 10.7 MILES NORTH ALONG A DIRT ROAD, 0.08 MILE NORTHEAST
 KR0059'OF A SMALL FENCED PLOT OF GROUND, ON A BARREN ADOBE SHOULDER, 38 FEET
 KR0059'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF A
 KR0059'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 KR0059'A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0221 ***********************************************************************
 LS0221  DESIGNATION -  J 105
 LS0221  PID         -  LS0221
 LS0221  STATE/COUNTY-  NV/PERSHING
 LS0221  USGS QUAD   -  CORNISH PEAK (1987)
 LS0221
 LS0221                         *CURRENT SURVEY CONTROL
 LS0221  ___________________________________________________________________
 LS0221* NAD 83(1986)-  40 06 11.     (N)    118 01 57.     (W)     SCALED    
 LS0221* NAVD 88     -      1237.126  (meters)    4058.80   (feet)  ADJUSTED  
 LS0221  ___________________________________________________________________
 LS0221  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 LS0221  DYNAMIC HT  -        1236.122 (meters)    4055.51  (feet)  COMP
 LS0221  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 LS0221
 LS0221  VERT ORDER  -  SECOND    CLASS 0
 LS0221
 LS0221.The horizontal coordinates were scaled from a topographic map and have
 LS0221.an estimated accuracy of +/- 6 seconds.
 LS0221
 LS0221.The orthometric height was determined by differential leveling
 LS0221.and adjusted by the National Geodetic Survey in June 1991..
 LS0221
 LS0221.The geoid height was determined by GEOID03.
 LS0221
 LS0221.The dynamic height is computed by dividing the NAVD 88
 LS0221.geopotential number by the normal gravity value computed on the
 LS0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0221.degrees latitude (g = 980.6199 gals.).
 LS0221
 LS0221.The modeled gravity was interpolated from observed gravity values.
 LS0221
 LS0221;                    North         East    Units  Estimated Accuracy
 LS0221;SPC NV W     - 4,594,200.      846,960.      MT  (+/- 180 meters Scaled)
 LS0221
 LS0221                          SUPERSEDED SURVEY CONTROL
 LS0221
 LS0221  NGVD 29 (??/??/92) 1236.148  (m)         4055.60   (f) ADJ UNCH    2 0
 LS0221
 LS0221.Superseded values are not recommended for survey control.
 LS0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0221.See file dsdata.txt to determine how the superseded data were derived.
 LS0221
 LS0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME119397(NAD 83)
 LS0221_MARKER: DB = BENCH MARK DISK
 LS0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0221_STAMPING: J 105 1958
 LS0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0221+STABILITY: SURFACE MOTION
 LS0221
 LS0221  HISTORY     - Date     Condition        Report By
 LS0221  HISTORY     - 1958     MONUMENTED       CGS
 LS0221
 LS0221                          STATION DESCRIPTION
 LS0221
 LS0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LS0221'25.7 MI SW FROM PARIS RANCH.
 LS0221'2.25 MILES SOUTH ALONG A DIRT ROAD FROM PARIS RANCH, THENCE 23.45
 LS0221'MILES WEST AND SOUTHWEST ALONG A GRAVEL ROAD.  0.85 MILE WEST OF THE Y
 LS0221'JUNCTION OF A DIRT ROAD LEADING SOUTH TO A MINE, 44 FEET NORTH OF THE
 LS0221'CENTER LINE OF THE ROAD, 2 1/2 FEET EAST OF A WITNESS POST, ABOUT 1
 LS0221'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LS0221'PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0430 ***********************************************************************
 LR0430  DESIGNATION -  J 106
 LR0430  PID         -  LR0430
 LR0430  STATE/COUNTY-  NV/LANDER
 LR0430  USGS QUAD   -  MC COY NE (1990)
 LR0430
 LR0430                         *CURRENT SURVEY CONTROL
 LR0430  ___________________________________________________________________
 LR0430* NAD 83(1986)-  40 29 32.     (N)    117 07 17.     (W)     SCALED    
 LR0430* NAVD 88     -      1471.507  (meters)    4827.77   (feet)  ADJUSTED  
 LR0430  ___________________________________________________________________
 LR0430  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 LR0430  DYNAMIC HT  -        1470.274 (meters)    4823.72  (feet)  COMP
 LR0430  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 LR0430
 LR0430  VERT ORDER  -  SECOND    CLASS 0
 LR0430
 LR0430.The horizontal coordinates were scaled from a topographic map and have
 LR0430.an estimated accuracy of +/- 6 seconds.
 LR0430
 LR0430.The orthometric height was determined by differential leveling
 LR0430.and adjusted by the National Geodetic Survey in June 1991..
 LR0430
 LR0430.The geoid height was determined by GEOID03.
 LR0430
 LR0430.The dynamic height is computed by dividing the NAVD 88
 LR0430.geopotential number by the normal gravity value computed on the
 LR0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0430.degrees latitude (g = 980.6199 gals.).
 LR0430
 LR0430.The modeled gravity was interpolated from observed gravity values.
 LR0430
 LR0430;                    North         East    Units  Estimated Accuracy
 LR0430;SPC NV C     - 6,637,360.      461,450.      MT  (+/- 180 meters Scaled)
 LR0430
 LR0430                          SUPERSEDED SURVEY CONTROL
 LR0430
 LR0430  NGVD 29 (??/??/92) 1470.408  (m)         4824.16   (f) ADJ UNCH    2 0
 LR0430
 LR0430.Superseded values are not recommended for survey control.
 LR0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0430.See file dsdata.txt to determine how the superseded data were derived.
 LR0430
 LR0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME897823(NAD 83)
 LR0430_MARKER: DB = BENCH MARK DISK
 LR0430_SETTING: 66 = SET IN ROCK OUTCROP
 LR0430_SP_SET: LAVA OUTCROP
 LR0430_STAMPING: J 106 1958
 LR0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0430+STABILITY: POSITION/ELEVATION WELL
 LR0430
 LR0430  HISTORY     - Date     Condition        Report By
 LR0430  HISTORY     - 1958     MONUMENTED       CGS
 LR0430
 LR0430                          STATION DESCRIPTION
 LR0430
 LR0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0430'14.8 MI SW FROM BATTLE MOUNTAIN.
 LR0430'12.1 MILES SOUTHWEST ALONG STATE HIGHWAY 8-A FROM THE T JUNCTION OF
 LR0430'U.S. HIGHWAY 40 AT BATTLE MOUNTAIN, THENCE 2.35 MILES SOUTHWEST ALONG
 LR0430'AN ASPHALT ROAD, THENCE 0.35 MILE SOUTHWEST ALONG THE NATOMAS MINE
 LR0430'ROAD, ON THE TOP OF A RIDGE, ON THE OUTSIDE OF A CURVE, IN THE TOP OF
 LR0430'A LAVA OUTCROP, 164 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET
 LR0430'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ABOUT 1 FOOT
 LR0430'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0386 ***********************************************************************
 LR0386  DESIGNATION -  J 107
 LR0386  PID         -  LR0386
 LR0386  STATE/COUNTY-  NV/PERSHING
 LR0386  USGS QUAD   -  CHERRY CREEK NE (1981)
 LR0386
 LR0386                         *CURRENT SURVEY CONTROL
 LR0386  ___________________________________________________________________
 LR0386* NAD 83(1986)-  40 38 20.     (N)    117 20 46.     (W)     SCALED    
 LR0386* NAVD 88     -      1538.019  (meters)    5045.98   (feet)  ADJUSTED  
 LR0386  ___________________________________________________________________
 LR0386  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 LR0386  DYNAMIC HT  -        1536.754 (meters)    5041.83  (feet)  COMP
 LR0386  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 LR0386
 LR0386  VERT ORDER  -  SECOND    CLASS 0
 LR0386
 LR0386.The horizontal coordinates were scaled from a topographic map and have
 LR0386.an estimated accuracy of +/- 6 seconds.
 LR0386
 LR0386.The orthometric height was determined by differential leveling
 LR0386.and adjusted by the National Geodetic Survey in June 1991..
 LR0386
 LR0386.The geoid height was determined by GEOID03.
 LR0386
 LR0386.The dynamic height is computed by dividing the NAVD 88
 LR0386.geopotential number by the normal gravity value computed on the
 LR0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0386.degrees latitude (g = 980.6199 gals.).
 LR0386
 LR0386.The modeled gravity was interpolated from observed gravity values.
 LR0386
 LR0386;                    North         East    Units  Estimated Accuracy
 LR0386;SPC NV W     - 4,654,280.      904,650.      MT  (+/- 180 meters Scaled)
 LR0386
 LR0386                          SUPERSEDED SURVEY CONTROL
 LR0386
 LR0386  NGVD 29 (??/??/92) 1536.926  (m)         5042.40   (f) ADJ UNCH    2 0
 LR0386
 LR0386.Superseded values are not recommended for survey control.
 LR0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0386.See file dsdata.txt to determine how the superseded data were derived.
 LR0386
 LR0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME707987(NAD 83)
 LR0386_MARKER: DB = BENCH MARK DISK
 LR0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0386_STAMPING: J 107 1958
 LR0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0386+STABILITY: SURFACE MOTION
 LR0386
 LR0386  HISTORY     - Date     Condition        Report By
 LR0386  HISTORY     - 1958     MONUMENTED       CGS
 LR0386
 LR0386                          STATION DESCRIPTION
 LR0386
 LR0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0386'4.0 MI E FROM SMELSER PASS.
 LR0386'4.0 MILES EAST ALONG A DIRT ROAD FROM SMELSER PASS, 1.0 MILE WEST OF
 LR0386'THE T JUNCTION OF A NORTH-SOUTH DIRT ROAD, 25 FEET SOUTH OF THE CENTER
 LR0386'LINE OF THE ROAD, 1.6 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 LR0386'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LR0386'1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0087 ***********************************************************************
 MT0087  DESIGNATION -  J 108
 MT0087  PID         -  MT0087
 MT0087  STATE/COUNTY-  NV/ELKO
 MT0087  USGS QUAD   -  DELANO PEAK (1989)
 MT0087
 MT0087                         *CURRENT SURVEY CONTROL
 MT0087  ___________________________________________________________________
 MT0087* NAD 83(1986)-  41 31 09.     (N)    114 19 37.     (W)     SCALED    
 MT0087* NAVD 88     -      1564.733  (meters)    5133.63   (feet)  ADJUSTED  
 MT0087  ___________________________________________________________________
 MT0087  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 MT0087  DYNAMIC HT  -        1563.555 (meters)    5129.76  (feet)  COMP
 MT0087  MODELED GRAV-     979,815.6   (mgal)                       NAVD 88
 MT0087
 MT0087  VERT ORDER  -  SECOND    CLASS 0
 MT0087
 MT0087.The horizontal coordinates were scaled from a topographic map and have
 MT0087.an estimated accuracy of +/- 6 seconds.
 MT0087
 MT0087.The orthometric height was determined by differential leveling
 MT0087.and adjusted by the National Geodetic Survey in June 1991..
 MT0087
 MT0087.The geoid height was determined by GEOID03.
 MT0087
 MT0087.The dynamic height is computed by dividing the NAVD 88
 MT0087.geopotential number by the normal gravity value computed on the
 MT0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0087.degrees latitude (g = 980.6199 gals.).
 MT0087
 MT0087.The modeled gravity was interpolated from observed gravity values.
 MT0087
 MT0087;                    North         East    Units  Estimated Accuracy
 MT0087;SPC NV E     - 8,752,060.      304,860.      MT  (+/- 180 meters Scaled)
 MT0087
 MT0087                          SUPERSEDED SURVEY CONTROL
 MT0087
 MT0087  NGVD 29 (??/??/92) 1563.630  (m)         5130.01   (f) ADJ UNCH    2 0
 MT0087
 MT0087.Superseded values are not recommended for survey control.
 MT0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0087.See file dsdata.txt to determine how the superseded data were derived.
 MT0087
 MT0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF230998(NAD 83)
 MT0087_MARKER: DB = BENCH MARK DISK
 MT0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0087_STAMPING: J 108 1958
 MT0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0087+STABILITY: SURFACE MOTION
 MT0087
 MT0087  HISTORY     - Date     Condition        Report By
 MT0087  HISTORY     - 1958     MONUMENTED       CGS
 MT0087
 MT0087                          STATION DESCRIPTION
 MT0087
 MT0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0087'23.1 MI NW FROM MONTELLO.
 MT0087'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0087'MONTELLO, THENCE 22.95 MILES NORTH AND NORTHWEST ALONG A GRAVEL ROAD,
 MT0087'AT THE Y JUNCTION OF A FORMER ALIGNMENT OF THE ROAD, 72 1/2 FEET SOUTH
 MT0087'OF THE CENTER LINE OF THE ROAD, 10 1/2 FEET SOUTH OF A FENCE CORNER
 MT0087'POST, 10 1/2 FEET WEST OF THE CENTER LINE OF A DIM TRACK ROAD SOUTH,
 MT0087'4.0 FEET NORTH OF A WITNESS POST, 2.4 FEET EAST OF A FENCE, 2 1/2 FEET
 MT0087'LOWER THAN THE MAIN ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MT0087'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0126 ***********************************************************************
 FS0126  DESIGNATION -  J 109
 FS0126  PID         -  FS0126
 FS0126  STATE/COUNTY-  NV/CLARK
 FS0126  USGS QUAD   -  BOULDER CITY SW (1973)
 FS0126
 FS0126                         *CURRENT SURVEY CONTROL
 FS0126  ___________________________________________________________________
 FS0126* NAD 83(1986)-  35 45 57.     (N)    114 57 48.     (W)     SCALED    
 FS0126* NAVD 88     -       621.144  (meters)    2037.87   (feet)  POSTED    
 FS0126  ___________________________________________________________________
 FS0126  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FS0126  DYNAMIC HT  -         620.490 (meters)    2035.72  (feet)  COMP
 FS0126  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 FS0126
 FS0126  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0126
 FS0126.The horizontal coordinates were scaled from a topographic map and have
 FS0126.an estimated accuracy of +/- 6 seconds.
 FS0126
 FS0126.The orthometric height was determined by differential leveling
 FS0126.and adjusted by the National Geodetic Survey in 1992..
 FS0126.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0126.rate of 0.0 thru 1.0 mm/km.
 FS0126
 FS0126.The geoid height was determined by GEOID03.
 FS0126
 FS0126.The dynamic height is computed by dividing the NAVD 88
 FS0126.geopotential number by the normal gravity value computed on the
 FS0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0126.degrees latitude (g = 980.6199 gals.).
 FS0126
 FS0126.The modeled gravity was interpolated from observed gravity values.
 FS0126
 FS0126;                    North         East    Units  Estimated Accuracy
 FS0126;SPC NV E     - 8,112,870.      256,060.      MT  (+/- 180 meters Scaled)
 FS0126
 FS0126                          SUPERSEDED SURVEY CONTROL
 FS0126
 FS0126  NGVD 29 (??/??/92)  620.419  (m)         2035.49   (f) ADJ UNCH    1 1
 FS0126
 FS0126.Superseded values are not recommended for survey control.
 FS0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0126.See file dsdata.txt to determine how the superseded data were derived.
 FS0126
 FS0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV841598(NAD 83)
 FS0126_MARKER: DB = BENCH MARK DISK
 FS0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0126_STAMPING: J 109 1934
 FS0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0126+STABILITY: SURFACE MOTION
 FS0126
 FS0126  HISTORY     - Date     Condition        Report By
 FS0126  HISTORY     - 1934     MONUMENTED       CGS
 FS0126  HISTORY     - 1949     GOOD             NGS
 FS0126  HISTORY     - 1969     GOOD             NGS
 FS0126
 FS0126                          STATION DESCRIPTION
 FS0126
 FS0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0126'15.3 MI S FROM ALUNITE.
 FS0126'1.7 MILES SOUTH ALONG U.S.HIGHWAY 95 FROM THE JUNCTION OF U.S.
 FS0126'HIGHWAY 93 AT ALUNITE, THENCE 13.6 MILES SOUTH ALONG OLD ABANDONED
 FS0126'STATE HIGHWAY 5, 31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0126'2.6 FEET WEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 FS0126'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 FS0126'FOOT ABOVE THE GROUND.
 FS0126
 FS0126                          STATION RECOVERY (1969)
 FS0126
 FS0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0380 ***********************************************************************
 KR0380  DESIGNATION -  J 11
 KR0380  PID         -  KR0380
 KR0380  STATE/COUNTY-  NV/LYON
 KR0380  USGS QUAD   -  WEBER RESERVOIR (1987)
 KR0380
 KR0380                         *CURRENT SURVEY CONTROL
 KR0380  ___________________________________________________________________
 KR0380* NAD 83(1986)-  39 04 35.     (N)    118 56 08.     (W)     SCALED    
 KR0380* NAVD 88     -      1310.34   (+/-2cm)    4299.0    (feet)  VERTCON   
 KR0380  ___________________________________________________________________
 KR0380  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 KR0380
 KR0380  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0380
 KR0380.The horizontal coordinates were scaled from a topographic map and have
 KR0380.an estimated accuracy of +/- 6 seconds.
 KR0380
 KR0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0380.The vertical order pertains to the NGVD 29 superseded value.
 KR0380
 KR0380.The geoid height was determined by GEOID03.
 KR0380
 KR0380;                    North         East    Units  Estimated Accuracy
 KR0380;SPC NV W     - 4,480,140.      769,520.      MT  (+/- 180 meters Scaled)
 KR0380
 KR0380                          SUPERSEDED SURVEY CONTROL
 KR0380
 KR0380  NGVD 29 (??/??/92) 1309.302  (m)         4295.60   (f) ADJ UNCH    1 2
 KR0380
 KR0380.Superseded values are not recommended for survey control.
 KR0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0380.See file dsdata.txt to determine how the superseded data were derived.
 KR0380
 KR0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD325270(NAD 83)
 KR0380_MARKER: DB = BENCH MARK DISK
 KR0380_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0380_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0380_STAMPING: J 11 1915 4295.539
 KR0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0380
 KR0380  HISTORY     - Date     Condition        Report By
 KR0380  HISTORY     - 1915     MONUMENTED       CGS
 KR0380  HISTORY     - 1953     GOOD             NGS
 KR0380  HISTORY     - 1968     GOOD             NGS
 KR0380
 KR0380                          STATION DESCRIPTION
 KR0380
 KR0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0380'11.7 MI NW FROM SCHURZ.
 KR0380'11.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0380'THE STATION AT SCHURZ, 15 POLES SOUTHEAST OF MILEPOLE 342, 14 POLES
 KR0380'NORTHWEST OF MILEPOLE 343, 34.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 KR0380'17 1/2 FEET SOUTHWEST OF A TELEGRAPH POLE, 1.2 FEET NORTHEAST OF A
 KR0380'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SCREWED ON TOP OF A 3
 KR0380'1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
 KR0380
 KR0380                          STATION RECOVERY (1968)
 KR0380
 KR0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KR0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0630 ***********************************************************************
 FS0630  DESIGNATION -  J 110
 FS0630  PID         -  FS0630
 FS0630  STATE/COUNTY-  NV/CLARK
 FS0630  USGS QUAD   -  JUNIPER MINE (1984)
 FS0630
 FS0630                         *CURRENT SURVEY CONTROL
 FS0630  ___________________________________________________________________
 FS0630* NAD 83(1986)-  35 09 36.     (N)    114 48 55.     (W)     SCALED    
 FS0630* NAVD 88     -       804.07   (+/-2cm)    2638.0    (feet)  VERTCON   
 FS0630  ___________________________________________________________________
 FS0630  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FS0630
 FS0630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0630
 FS0630.The horizontal coordinates were scaled from a topographic map and have
 FS0630.an estimated accuracy of +/- 6 seconds.
 FS0630
 FS0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0630.The vertical order pertains to the NGVD 29 superseded value.
 FS0630
 FS0630.The geoid height was determined by GEOID03.
 FS0630
 FS0630;                    North         East    Units  Estimated Accuracy
 FS0630;SPC NV E     - 8,045,750.      269,970.      MT  (+/- 180 meters Scaled)
 FS0630
 FS0630                          SUPERSEDED SURVEY CONTROL
 FS0630
 FS0630  NGVD 29 (??/??/92)  803.272  (m)         2635.40   (f) ADJ UNCH    2 0
 FS0630
 FS0630.Superseded values are not recommended for survey control.
 FS0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0630.See file dsdata.txt to determine how the superseded data were derived.
 FS0630
 FS0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPU989929(NAD 83)
 FS0630_MARKER: DD = SURVEY DISK
 FS0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0630_STAMPING: J 110 1934
 FS0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0630+STABILITY: SURFACE MOTION
 FS0630
 FS0630  HISTORY     - Date     Condition        Report By
 FS0630  HISTORY     - 1934     MONUMENTED       CGS
 FS0630  HISTORY     - 1956     GOOD             USGS
 FS0630
 FS0630                          STATION DESCRIPTION
 FS0630
 FS0630'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FS0630'23.4 MI SE FROM SEARCHLIGHT.
 FS0630'23.4 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 95 FROM SEARCHLIGHT,
 FS0630'NEVADA, 29.6 MILES NORTH ON U.S. HIGHWAY 95, THENCE 1.6 MILES
 FS0630'NORTHEAST ALONG OLD U.S. HIGHWAY 95 FROM NEEDLES, CALIFORNIA.
 FS0630'A STANDARD DISC STAMPED J 110 1934 AND SET IN THE TOP OF A
 FS0630'CONCRETE POST PROJECTING 8. INCHES ABOVE GROUND AND 51. FEET
 FS0630'EAST OF THE CENTER LINE OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0126 ***********************************************************************
 HP0126  DESIGNATION -  J 115
 HP0126  PID         -  HP0126
 HP0126  STATE/COUNTY-  NV/LINCOLN
 HP0126  USGS QUAD   -  FOSSIL PEAK (1980)
 HP0126
 HP0126                         *CURRENT SURVEY CONTROL
 HP0126  ___________________________________________________________________
 HP0126* NAD 83(1986)-  37 44 58.     (N)    115 07 39.     (W)     SCALED    
 HP0126* NAVD 88     -      1298.887  (meters)    4261.43   (feet)  ADJUSTED  
 HP0126  ___________________________________________________________________
 HP0126  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 HP0126  DYNAMIC HT  -        1297.508 (meters)    4256.91  (feet)  COMP
 HP0126  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 HP0126
 HP0126  VERT ORDER  -  SECOND    CLASS 0
 HP0126
 HP0126.The horizontal coordinates were scaled from a topographic map and have
 HP0126.an estimated accuracy of +/- 6 seconds.
 HP0126
 HP0126.The orthometric height was determined by differential leveling
 HP0126.and adjusted by the National Geodetic Survey in June 1991..
 HP0126
 HP0126.The geoid height was determined by GEOID03.
 HP0126
 HP0126.The dynamic height is computed by dividing the NAVD 88
 HP0126.geopotential number by the normal gravity value computed on the
 HP0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0126.degrees latitude (g = 980.6199 gals.).
 HP0126
 HP0126.The modeled gravity was interpolated from observed gravity values.
 HP0126
 HP0126;                    North         East    Units  Estimated Accuracy
 HP0126;SPC NV E     - 8,332,890.      240,170.      MT  (+/- 180 meters Scaled)
 HP0126
 HP0126                          SUPERSEDED SURVEY CONTROL
 HP0126
 HP0126  NGVD 29 (??/??/92) 1297.926  (m)         4258.28   (f) ADJ UNCH    2 0
 HP0126
 HP0126.Superseded values are not recommended for survey control.
 HP0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0126.See file dsdata.txt to determine how the superseded data were derived.
 HP0126
 HP0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB649796(NAD 83)
 HP0126_MARKER: DB = BENCH MARK DISK
 HP0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0126_STAMPING: J 115 1934
 HP0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0126+STABILITY: SURFACE MOTION
 HP0126
 HP0126  HISTORY     - Date     Condition        Report By
 HP0126  HISTORY     - 1934     MONUMENTED       CGS
 HP0126  HISTORY     - 1970     GOOD             USGS
 HP0126
 HP0126                          STATION DESCRIPTION
 HP0126
 HP0126'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HP0126'19.2 MI N FROM HIKO.
 HP0126'ABOUT 18.7 MILES NORTH ON NEVADA HIGHWAY 38 FROM THE JUNCTION OF U. S.
 HP0126'HIGHWAY 93 AND NEVADA HIGHWAY 38.  THENCE 0.5 MILES NORTHWEST ALONG AN
 HP0126'OLD ABANDONED ROAD UP SEAMAN WASH.  30 FEET NORTHEAST OF THE OLD ROAD.
 HP0126'A STANDARD DISK STAMPED J 115 1934 AND SET IN THE TOP OF A CONCRETE
 HP0126'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0101 ***********************************************************************
 JP0101  DESIGNATION -  J 116
 JP0101  PID         -  JP0101
 JP0101  STATE/COUNTY-  NV/NYE
 JP0101  USGS QUAD   -  HOT CREEK BUTTE (1980)
 JP0101
 JP0101                         *CURRENT SURVEY CONTROL
 JP0101  ___________________________________________________________________
 JP0101* NAD 83(1986)-  38 19 47.     (N)    115 11 38.     (W)     SCALED    
 JP0101* NAVD 88     -      1574.087  (meters)    5164.32   (feet)  ADJUSTED  
 JP0101  ___________________________________________________________________
 JP0101  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 JP0101  DYNAMIC HT  -        1572.421 (meters)    5158.85  (feet)  COMP
 JP0101  MODELED GRAV-     979,515.2   (mgal)                       NAVD 88
 JP0101
 JP0101  VERT ORDER  -  SECOND    CLASS 0
 JP0101
 JP0101.The horizontal coordinates were scaled from a topographic map and have
 JP0101.an estimated accuracy of +/- 6 seconds.
 JP0101
 JP0101.The orthometric height was determined by differential leveling
 JP0101.and adjusted by the National Geodetic Survey in June 1991..
 JP0101
 JP0101.The geoid height was determined by GEOID03.
 JP0101
 JP0101.The dynamic height is computed by dividing the NAVD 88
 JP0101.geopotential number by the normal gravity value computed on the
 JP0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0101.degrees latitude (g = 980.6199 gals.).
 JP0101
 JP0101.The modeled gravity was interpolated from observed gravity values.
 JP0101
 JP0101;                    North         East    Units  Estimated Accuracy
 JP0101;SPC NV C     - 6,398,230.      628,770.      MT  (+/- 180 meters Scaled)
 JP0101
 JP0101                          SUPERSEDED SURVEY CONTROL
 JP0101
 JP0101  NGVD 29 (??/??/92) 1573.016  (m)         5160.80   (f) ADJ UNCH    2 0
 JP0101
 JP0101.Superseded values are not recommended for survey control.
 JP0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0101.See file dsdata.txt to determine how the superseded data were derived.
 JP0101
 JP0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC578439(NAD 83)
 JP0101_MARKER: DB = BENCH MARK DISK
 JP0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0101_STAMPING: J 116
 JP0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0101+STABILITY: SURFACE MOTION
 JP0101
 JP0101  HISTORY     - Date     Condition        Report By
 JP0101  HISTORY     - UNK      MONUMENTED       CGS
 JP0101  HISTORY     - 1969     GOOD             USGS
 JP0101
 JP0101                          STATION DESCRIPTION
 JP0101
 JP0101'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JP0101'42.7 MI S FROM PRESTON.
 JP0101'IN NYE COUNTY, ABOUT 42.7 MILES SOUTH ALONG THE FORMER ROAD THAT LED
 JP0101'FROM PRESTON, WHITE PINE COUNTY TO SHARP (NOW ADAVEN).  THIS PORTION
 JP0101'OF ROAD IS ABANDONED AND NOT USUABLE.  ON THE EAST SLOPE OF A SLIGHT
 JP0101'DRAW THAT DRAINS TO THE SOUTH.  ABOUT 1.4 MILE NORTH OF THE NORTHWEST
 JP0101'END OF TULE FIELD RESERVOIR DAM.  ABOUT 1050 FEET WEST OF A
 JP0101'NORTH-SOUTH FENCE AND ABOUT 0.9 MILE NORTH OF A CORNER THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0064 ***********************************************************************
 JP0064  DESIGNATION -  J 118
 JP0064  PID         -  JP0064
 JP0064  STATE/COUNTY-  NV/WHITE PINE
 JP0064  USGS QUAD   -  PRESTON (1979)
 JP0064
 JP0064                         *CURRENT SURVEY CONTROL
 JP0064  ___________________________________________________________________
 JP0064* NAD 83(1986)-  38 54 57.     (N)    115 04 33.     (W)     SCALED    
 JP0064* NAVD 88     -      1731.605  (meters)    5681.11   (feet)  ADJUSTED  
 JP0064  ___________________________________________________________________
 JP0064  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 JP0064  DYNAMIC HT  -        1729.780 (meters)    5675.12  (feet)  COMP
 JP0064  MODELED GRAV-     979,513.0   (mgal)                       NAVD 88
 JP0064
 JP0064  VERT ORDER  -  SECOND    CLASS 0
 JP0064
 JP0064.The horizontal coordinates were scaled from a topographic map and have
 JP0064.an estimated accuracy of +/- 6 seconds.
 JP0064
 JP0064.The orthometric height was determined by differential leveling
 JP0064.and adjusted by the National Geodetic Survey in June 1991..
 JP0064
 JP0064.The geoid height was determined by GEOID03.
 JP0064
 JP0064.The dynamic height is computed by dividing the NAVD 88
 JP0064.geopotential number by the normal gravity value computed on the
 JP0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0064.degrees latitude (g = 980.6199 gals.).
 JP0064
 JP0064.The modeled gravity was interpolated from observed gravity values.
 JP0064
 JP0064;                    North         East    Units  Estimated Accuracy
 JP0064;SPC NV E     - 8,462,380.      244,010.      MT  (+/- 180 meters Scaled)
 JP0064
 JP0064                          SUPERSEDED SURVEY CONTROL
 JP0064
 JP0064  NGVD 29 (??/??/92) 1730.416  (m)         5677.21   (f) ADJ UNCH    2 0
 JP0064
 JP0064.Superseded values are not recommended for survey control.
 JP0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0064.See file dsdata.txt to determine how the superseded data were derived.
 JP0064
 JP0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD668091(NAD 83)
 JP0064_MARKER: DB = BENCH MARK DISK
 JP0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0064_STAMPING: J 118 1934
 JP0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0064+STABILITY: SURFACE MOTION
 JP0064
 JP0064  HISTORY     - Date     Condition        Report By
 JP0064  HISTORY     - 1934     MONUMENTED       CGS
 JP0064  HISTORY     - 1937     GOOD             NGS
 JP0064
 JP0064                          STATION DESCRIPTION
 JP0064
 JP0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0064'1 MI NW FROM PRESTON.
 JP0064'ABOUT 1 MILE NORTHWEST ALONG THE ROAD LEADING TO THE BARNES RANCH FROM
 JP0064'PRESTON, WHITE PINE COUNTY, ABOUT 240 FEET WEST OF A SMALL FRAME RANCH
 JP0064'HOUSE, ABOUT 55 FEET WEST OF AN IRRIGATION DITCH, 40 FEET SOUTH OF THE
 JP0064'CENTER LINE OF THE ROAD, AND 1.5 FEET NORTH OF A RIGHT-OF-WAY FENCE. A
 JP0064'STANDARD DISK, STAMPED J 118 1934 AND SET IN THE TOP OF A CONCRETE
 JP0064'POST.
 JP0064
 JP0064                          STATION RECOVERY (1937)
 JP0064
 JP0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 JP0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0539 ***********************************************************************
 JR0539  DESIGNATION -  J 119
 JR0539  PID         -  JR0539
 JR0539  STATE/COUNTY-  NV/DOUGLAS
 JR0539  USGS QUAD   -  MINDEN (1982)
 JR0539
 JR0539                         *CURRENT SURVEY CONTROL
 JR0539  ___________________________________________________________________
 JR0539* NAD 83(1986)-  38 56 37.     (N)    119 45 06.     (W)     SCALED    
 JR0539* NAVD 88     -      1447.59   (+/-2cm)    4749.3    (feet)  VERTCON   
 JR0539  ___________________________________________________________________
 JR0539  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 JR0539
 JR0539  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0539
 JR0539.The horizontal coordinates were scaled from a topographic map and have
 JR0539.an estimated accuracy of +/- 6 seconds.
 JR0539
 JR0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0539.The vertical order pertains to the NGVD 29 superseded value.
 JR0539
 JR0539.The geoid height was determined by GEOID03.
 JR0539
 JR0539;                    North         East    Units  Estimated Accuracy
 JR0539;SPC NV W     - 4,465,990.      698,720.      MT  (+/- 180 meters Scaled)
 JR0539
 JR0539                          SUPERSEDED SURVEY CONTROL
 JR0539
 JR0539  NGVD 29 (??/??/92) 1446.477  (m)         4745.65   (f) ADJ UNCH    2 0
 JR0539
 JR0539.Superseded values are not recommended for survey control.
 JR0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0539.See file dsdata.txt to determine how the superseded data were derived.
 JR0539
 JR0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD615141(NAD 83)
 JR0539_MARKER: DB = BENCH MARK DISK
 JR0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0539_SP_SET: BALUSTRADE
 JR0539_STAMPING: J 119 1934
 JR0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0539
 JR0539  HISTORY     - Date     Condition        Report By
 JR0539  HISTORY     - 1934     MONUMENTED       CGS
 JR0539  HISTORY     - 1951     GOOD             NGS
 JR0539
 JR0539                          STATION DESCRIPTION
 JR0539
 JR0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0539'AT GARDNERVILLE.
 JR0539'AT GARDNERVILLE, AT THE DOUGLAS COUNTY HIGH SCHOOL, SET VERTICALLY
 JR0539'IN THE SOUTHWEST FACE OF THE SOUTHEAST BALUSTRADE AT THE MAIN
 JR0539'ENTRANCE TO THE SCHOOL, 16.2 FEET SOUTHEAST OF THE CENTER OF
 JR0539'THE MAIN ENTRANCE TO THE SCHOOL, AND 3 FEET HIGHER THAN THE
 JR0539'BOTTOM CONCRETE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0766 ***********************************************************************
 JR0766  DESIGNATION -  J 12
 JR0766  PID         -  JR0766
 JR0766  STATE/COUNTY-  NV/MINERAL
 JR0766  USGS QUAD   -  INDIAN HEAD PEAK (1979)
 JR0766
 JR0766                         *CURRENT SURVEY CONTROL
 JR0766  ___________________________________________________________________
 JR0766* NAD 83(1986)-  38 32 23.     (N)    118 20 14.     (W)     SCALED    
 JR0766* NAVD 88     -      1340.02   (+/-2cm)    4396.4    (feet)  VERTCON   
 JR0766  ___________________________________________________________________
 JR0766  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 JR0766
 JR0766  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0766
 JR0766.The horizontal coordinates were scaled from a topographic map and have
 JR0766.an estimated accuracy of +/- 6 seconds.
 JR0766
 JR0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0766.The vertical order pertains to the NGVD 29 superseded value.
 JR0766
 JR0766.The geoid height was determined by GEOID03.
 JR0766
 JR0766;                    North         East    Units  Estimated Accuracy
 JR0766;SPC NV W     - 4,420,540.      821,460.      MT  (+/- 180 meters Scaled)
 JR0766
 JR0766                          SUPERSEDED SURVEY CONTROL
 JR0766
 JR0766  NGVD 29 (??/??/92) 1338.901  (m)         4392.71   (f) ADJ UNCH    1 2
 JR0766
 JR0766.Superseded values are not recommended for survey control.
 JR0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0766.See file dsdata.txt to determine how the superseded data were derived.
 JR0766
 JR0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC834665(NAD 83)
 JR0766_MARKER: P = PIPE CAP
 JR0766_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0766_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0766_STAMPING: J 12 1907 4392.975
 JR0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0766
 JR0766  HISTORY     - Date     Condition        Report By
 JR0766  HISTORY     - 1907     MONUMENTED       USGS
 JR0766  HISTORY     - 1953     GOOD             NGS
 JR0766
 JR0766                          STATION DESCRIPTION
 JR0766
 JR0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0766'9.2 MI W FROM LUNING.
 JR0766'9.2 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0766'FROM THE STATION AT LUNING, ONE POLE EAST OF MILEPOLE 399,
 JR0766'32.1 FEET SOUTH OF THE SOUTH RAIL, 4 FEET SOUTH OF A TELEPHONE
 JR0766'POLE, 2.2 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER
 JR0766'THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 JR0766'PROJECTING 1.1 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0436 ***********************************************************************
 JR0436  DESIGNATION -  J 120
 JR0436  PID         -  JR0436
 JR0436  STATE/COUNTY-  NV/LYON
 JR0436  USGS QUAD   -  DESERT CREEK RANCH (1988)
 JR0436
 JR0436                         *CURRENT SURVEY CONTROL
 JR0436  ___________________________________________________________________
 JR0436* NAD 83(1986)-  38 38 44.     (N)    119 16 14.     (W)     SCALED    
 JR0436* NAVD 88     -      1696.58   (+/-2cm)    5566.2    (feet)  VERTCON   
 JR0436  ___________________________________________________________________
 JR0436  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 JR0436
 JR0436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0436
 JR0436.The horizontal coordinates were scaled from a topographic map and have
 JR0436.an estimated accuracy of +/- 6 seconds.
 JR0436
 JR0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0436.The vertical order pertains to the NGVD 29 superseded value.
 JR0436
 JR0436.The geoid height was determined by GEOID03.
 JR0436
 JR0436;                    North         East    Units  Estimated Accuracy
 JR0436;SPC NV W     - 4,432,480.      740,180.      MT  (+/- 180 meters Scaled)
 JR0436
 JR0436                          SUPERSEDED SURVEY CONTROL
 JR0436
 JR0436  NGVD 29 (??/??/92) 1695.344  (m)         5562.14   (f) ADJ UNCH    2 0
 JR0436
 JR0436.Superseded values are not recommended for survey control.
 JR0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0436.See file dsdata.txt to determine how the superseded data were derived.
 JR0436
 JR0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC024798(NAD 83)
 JR0436_MARKER: DB = BENCH MARK DISK
 JR0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0436_STAMPING: J 120 1934
 JR0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0436+STABILITY: SURFACE MOTION
 JR0436
 JR0436  HISTORY     - Date     Condition        Report By
 JR0436  HISTORY     - 1934     MONUMENTED       CGS
 JR0436  HISTORY     - 1940     GOOD             NGS
 JR0436
 JR0436                          STATION DESCRIPTION
 JR0436
 JR0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0436'9.7 MI S FROM WELLINGTON.
 JR0436'9.7 MILES SOUTH ALONG STATE HIGHWAY 22 FROM WELLINGTON, LYON COUNTY,
 JR0436'45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND NEAR A WHITE
 JR0436'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 120 1934 AND
 JR0436'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0257 ***********************************************************************
 JP0257  DESIGNATION -  J 121
 JP0257  PID         -  JP0257
 JP0257  STATE/COUNTY-  NV/NYE
 JP0257  USGS QUAD   -  DUCKWATER (1990)
 JP0257
 JP0257                         *CURRENT SURVEY CONTROL
 JP0257  ___________________________________________________________________
 JP0257* NAD 83(1986)-  38 54 57.     (N)    115 40 11.     (W)     SCALED    
 JP0257* NAVD 88     -      1712.420  (meters)    5618.16   (feet)  ADJUSTED  
 JP0257  ___________________________________________________________________
 JP0257  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 JP0257  DYNAMIC HT  -        1710.612 (meters)    5612.23  (feet)  COMP
 JP0257  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 JP0257
 JP0257  VERT ORDER  -  SECOND    CLASS 0
 JP0257
 JP0257.The horizontal coordinates were scaled from a topographic map and have
 JP0257.an estimated accuracy of +/- 6 seconds.
 JP0257
 JP0257.The orthometric height was determined by differential leveling
 JP0257.and adjusted by the National Geodetic Survey in June 1991..
 JP0257
 JP0257.The geoid height was determined by GEOID03.
 JP0257
 JP0257.The dynamic height is computed by dividing the NAVD 88
 JP0257.geopotential number by the normal gravity value computed on the
 JP0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0257.degrees latitude (g = 980.6199 gals.).
 JP0257
 JP0257.The modeled gravity was interpolated from observed gravity values.
 JP0257
 JP0257;                    North         East    Units  Estimated Accuracy
 JP0257;SPC NV C     - 6,462,730.      586,460.      MT  (+/- 180 meters Scaled)
 JP0257
 JP0257                          SUPERSEDED SURVEY CONTROL
 JP0257
 JP0257  NGVD 29 (??/??/92) 1711.213  (m)         5614.20   (f) ADJ UNCH    2 0
 JP0257
 JP0257.Superseded values are not recommended for survey control.
 JP0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0257.See file dsdata.txt to determine how the superseded data were derived.
 JP0257
 JP0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD153082(NAD 83)
 JP0257_MARKER: DB = BENCH MARK DISK
 JP0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0257_STAMPING: J 121 1934
 JP0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0257+STABILITY: SURFACE MOTION
 JP0257
 JP0257  HISTORY     - Date     Condition        Report By
 JP0257  HISTORY     - 1934     MONUMENTED       CGS
 JP0257  HISTORY     - 1963     MARK NOT FOUND   NGS
 JP0257
 JP0257                          STATION DESCRIPTION
 JP0257
 JP0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0257'1.7 MI N FROM DUCKWATER.
 JP0257'1.7 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JP0257'DUCKWATER, NYE COUNTY, AND 16 FEET NORTHEAST OF THE CENTERLINE OF THE
 JP0257'HIGHWAY.  A STANDARD DISK, STAMPED J 121 1934 AND SET IN THE TOP OF A
 JP0257'CONCRETE POST.
 JP0257
 JP0257                          STATION RECOVERY (1963)
 JP0257
 JP0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JP0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0278 ***********************************************************************
 KQ0278  DESIGNATION -  J 126
 KQ0278  PID         -  KQ0278
 KQ0278  STATE/COUNTY-  NV/NYE
 KQ0278  USGS QUAD   -  KINGSTON (1988)
 KQ0278
 KQ0278                         *CURRENT SURVEY CONTROL
 KQ0278  ___________________________________________________________________
 KQ0278* NAD 83(1986)-  39 09 41.     (N)    117 03 40.     (W)     SCALED    
 KQ0278* NAVD 88     -      1722.705  (meters)    5651.91   (feet)  ADJUSTED  
 KQ0278  ___________________________________________________________________
 KQ0278  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 KQ0278  DYNAMIC HT  -        1720.916 (meters)    5646.04  (feet)  COMP
 KQ0278  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 KQ0278
 KQ0278  VERT ORDER  -  SECOND    CLASS 0
 KQ0278
 KQ0278.The horizontal coordinates were scaled from a topographic map and have
 KQ0278.an estimated accuracy of +/- 6 seconds.
 KQ0278
 KQ0278.The orthometric height was determined by differential leveling
 KQ0278.and adjusted by the National Geodetic Survey in June 1991..
 KQ0278
 KQ0278.The geoid height was determined by GEOID03.
 KQ0278
 KQ0278.The dynamic height is computed by dividing the NAVD 88
 KQ0278.geopotential number by the normal gravity value computed on the
 KQ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0278.degrees latitude (g = 980.6199 gals.).
 KQ0278
 KQ0278.The modeled gravity was interpolated from observed gravity values.
 KQ0278
 KQ0278;                    North         East    Units  Estimated Accuracy
 KQ0278;SPC NV C     - 6,489,590.      465,910.      MT  (+/- 180 meters Scaled)
 KQ0278
 KQ0278                          SUPERSEDED SURVEY CONTROL
 KQ0278
 KQ0278  NGVD 29 (??/??/92) 1721.472  (m)         5647.86   (f) ADJ UNCH    2 0
 KQ0278
 KQ0278.Superseded values are not recommended for survey control.
 KQ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0278.See file dsdata.txt to determine how the superseded data were derived.
 KQ0278
 KQ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD947346(NAD 83)
 KQ0278_MARKER: DB = BENCH MARK DISK
 KQ0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0278_STAMPING: J 126 1934
 KQ0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0278+STABILITY: SURFACE MOTION
 KQ0278
 KQ0278  HISTORY     - Date     Condition        Report By
 KQ0278  HISTORY     - 1934     MONUMENTED       CGS
 KQ0278  HISTORY     - 1955     GOOD             USGS
 KQ0278
 KQ0278                          STATION DESCRIPTION
 KQ0278
 KQ0278'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0278'29.7 MI SE FROM AUSTIN.
 KQ0278'ABOUT 11.8 MILES E. ALONG U.S. HIGHWAY 50 FROM LANDER COUNTY
 KQ0278'COURTHOUSE IN AUSTIN, THENCE 13.8 MILES SOUTH ALONG STATE HIGHWAY 8A,
 KQ0278'THENCE LEFT AND ALONG AN ABANDONED SECTION OF THE HIGHWAY 4.1 MI.
 KQ0278'ABOUT 0.5 MI. E. OF COUNTY LINE CROSSING OF PRESENT HIGHWAY, AND 30
 KQ0278'FT. W. OF THE CENTER LINE OF OLD ROAD.  A STANDARD DISK STAMPED J 126
 KQ0278'1934 SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0117 ***********************************************************************
 JQ0117  DESIGNATION -  J 127 RESET
 JQ0117  PID         -  JQ0117
 JQ0117  STATE/COUNTY-  NV/NYE
 JQ0117  USGS QUAD   -  MANHATTAN (1971)
 JQ0117
 JQ0117                         *CURRENT SURVEY CONTROL
 JQ0117  ___________________________________________________________________
 JQ0117* NAD 83(1986)-  38 32 48.     (N)    117 02 15.     (W)     SCALED    
 JQ0117* NAVD 88     -      2335.634  (meters)    7662.83   (feet)  ADJUSTED  
 JQ0117  ___________________________________________________________________
 JQ0117  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 JQ0117  DYNAMIC HT  -        2332.886 (meters)    7653.81  (feet)  COMP
 JQ0117  MODELED GRAV-     979,366.9   (mgal)                       NAVD 88
 JQ0117
 JQ0117  VERT ORDER  -  SECOND    CLASS 0
 JQ0117
 JQ0117.The horizontal coordinates were scaled from a topographic map and have
 JQ0117.an estimated accuracy of +/- 6 seconds.
 JQ0117
 JQ0117.The orthometric height was determined by differential leveling
 JQ0117.and adjusted by the National Geodetic Survey in June 1991..
 JQ0117
 JQ0117.The geoid height was determined by GEOID03.
 JQ0117
 JQ0117.The dynamic height is computed by dividing the NAVD 88
 JQ0117.geopotential number by the normal gravity value computed on the
 JQ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0117.degrees latitude (g = 980.6199 gals.).
 JQ0117
 JQ0117.The modeled gravity was interpolated from observed gravity values.
 JQ0117
 JQ0117;                    North         East    Units  Estimated Accuracy
 JQ0117;SPC NV C     - 6,421,340.      467,680.      MT  (+/- 180 meters Scaled)
 JQ0117
 JQ0117                          SUPERSEDED SURVEY CONTROL
 JQ0117
 JQ0117  NGVD 29 (??/??/92) 2334.250  (m)         7658.29   (f) ADJ UNCH    2 0
 JQ0117
 JQ0117.Superseded values are not recommended for survey control.
 JQ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0117.See file dsdata.txt to determine how the superseded data were derived.
 JQ0117
 JQ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC967664(NAD 83)
 JQ0117_MARKER: DB = BENCH MARK DISK
 JQ0117_SETTING: 80 = SET IN A BOULDER
 JQ0117_STAMPING: J 127 RESET 1937
 JQ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0117+STABILITY: SURFACE MOTION
 JQ0117
 JQ0117  HISTORY     - Date     Condition        Report By
 JQ0117  HISTORY     - 1937     MONUMENTED       CGS
 JQ0117
 JQ0117                          STATION DESCRIPTION
 JQ0117
 JQ0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 JQ0117'2.2 MI E FROM MANHATTAN.
 JQ0117'ABOUT 2.2 MILES EAST ALONG THE ROAD LEADING TO BELMONT FROM THE
 JQ0117'SCHOOLHOUSE AT MANHATTAN, NYE COUNTY, AT THE SUMMIT OF THE DIVIDE,
 JQ0117'ABOUT 40 FEET SOUTH OF THE ROAD., AND IN THE TOP OF A BOULDER.  A
 JQ0117'STANDARD DISK, STAMPED J 127 RESET 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0106 ***********************************************************************
 JQ0106  DESIGNATION -  J 128
 JQ0106  PID         -  JQ0106
 JQ0106  STATE/COUNTY-  NV/NYE
 JQ0106  USGS QUAD   -  BELMONT WEST (1980)
 JQ0106
 JQ0106                         *CURRENT SURVEY CONTROL
 JQ0106  ___________________________________________________________________
 JQ0106* NAD 83(1986)-  38 32 01.     (N)    116 57 23.     (W)     SCALED    
 JQ0106* NAVD 88     -      2047.180  (meters)    6716.46   (feet)  ADJUSTED  
 JQ0106  ___________________________________________________________________
 JQ0106  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 JQ0106  DYNAMIC HT  -        2044.852 (meters)    6708.82  (feet)  COMP
 JQ0106  MODELED GRAV-     979,418.0   (mgal)                       NAVD 88
 JQ0106
 JQ0106  VERT ORDER  -  SECOND    CLASS 0
 JQ0106
 JQ0106.The horizontal coordinates were scaled from a topographic map and have
 JQ0106.an estimated accuracy of +/- 6 seconds.
 JQ0106
 JQ0106.The orthometric height was determined by differential leveling
 JQ0106.and adjusted by the National Geodetic Survey in June 1991..
 JQ0106
 JQ0106.The geoid height was determined by GEOID03.
 JQ0106
 JQ0106.The dynamic height is computed by dividing the NAVD 88
 JQ0106.geopotential number by the normal gravity value computed on the
 JQ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0106.degrees latitude (g = 980.6199 gals.).
 JQ0106
 JQ0106.The modeled gravity was interpolated from observed gravity values.
 JQ0106
 JQ0106;                    North         East    Units  Estimated Accuracy
 JQ0106;SPC NV C     - 6,419,870.      474,740.      MT  (+/- 180 meters Scaled)
 JQ0106
 JQ0106                          SUPERSEDED SURVEY CONTROL
 JQ0106
 JQ0106  NGVD 29 (??/??/92) 2045.870  (m)         6712.16   (f) ADJ UNCH    2 0
 JQ0106
 JQ0106.Superseded values are not recommended for survey control.
 JQ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0106.See file dsdata.txt to determine how the superseded data were derived.
 JQ0106
 JQ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC038650(NAD 83)
 JQ0106_MARKER: DB = BENCH MARK DISK
 JQ0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0106_STAMPING: J 128 1934
 JQ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0106+STABILITY: SURFACE MOTION
 JQ0106
 JQ0106  HISTORY     - Date     Condition        Report By
 JQ0106  HISTORY     - 1934     MONUMENTED       CGS
 JQ0106  HISTORY     - 1937     GOOD             NGS
 JQ0106
 JQ0106                          STATION DESCRIPTION
 JQ0106
 JQ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0106'8.0 MI E FROM MANHATTAN.
 JQ0106'ABOUT 8.0 MILES EAST ALONG THE ROAD LEADING TO BELMONT FROM MANHATTAN,
 JQ0106'NYE COUNTY, ABOUT 1.4 MILES NORTH ALONG THE OLD ROAD FROM THE EXIT
 JQ0106'FROM A CANYON AND THE BELMONT 8 M SIGN, AT THE BASE OF THE FOOTHILLS,
 JQ0106'ABOUT 30 YARDS NORTH OF THE EXIT FROM A LARGE WASH, AND 20 FEET WEST
 JQ0106'OF THE CENTER LINE OF THE OLD ROAD.  A STANDARD DISK, STAMPED J 128
 JQ0106'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JQ0106
 JQ0106                          STATION RECOVERY (1937)
 JQ0106
 JQ0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 JQ0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0004 ***********************************************************************
 JQ0004  DESIGNATION -  J 129
 JQ0004  PID         -  JQ0004
 JQ0004  STATE/COUNTY-  NV/NYE
 JQ0004  USGS QUAD   -  HOBBLE CANYON (1968)
 JQ0004
 JQ0004                         *CURRENT SURVEY CONTROL
 JQ0004  ___________________________________________________________________
 JQ0004* NAD 83(1986)-  38 30 40.     (N)    116 20 34.     (W)     SCALED    
 JQ0004* NAVD 88     -      1687.543  (meters)    5536.55   (feet)  ADJUSTED  
 JQ0004  ___________________________________________________________________
 JQ0004  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 JQ0004  DYNAMIC HT  -        1685.715 (meters)    5530.55  (feet)  COMP
 JQ0004  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 JQ0004
 JQ0004  VERT ORDER  -  SECOND    CLASS 0
 JQ0004
 JQ0004.The horizontal coordinates were scaled from a topographic map and have
 JQ0004.an estimated accuracy of +/- 6 seconds.
 JQ0004
 JQ0004.The orthometric height was determined by differential leveling
 JQ0004.and adjusted by the National Geodetic Survey in June 1991..
 JQ0004
 JQ0004.The geoid height was determined by GEOID03.
 JQ0004
 JQ0004.The dynamic height is computed by dividing the NAVD 88
 JQ0004.geopotential number by the normal gravity value computed on the
 JQ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0004.degrees latitude (g = 980.6199 gals.).
 JQ0004
 JQ0004.The modeled gravity was interpolated from observed gravity values.
 JQ0004
 JQ0004;                    North         East    Units  Estimated Accuracy
 JQ0004;SPC NV C     - 6,417,380.      528,250.      MT  (+/- 180 meters Scaled)
 JQ0004
 JQ0004                          SUPERSEDED SURVEY CONTROL
 JQ0004
 JQ0004  NGVD 29 (??/??/92) 1686.381  (m)         5532.73   (f) ADJ UNCH    2 0
 JQ0004
 JQ0004.Superseded values are not recommended for survey control.
 JQ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0004.See file dsdata.txt to determine how the superseded data were derived.
 JQ0004
 JQ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC573627(NAD 83)
 JQ0004_MARKER: DB = BENCH MARK DISK
 JQ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0004_STAMPING: J 129 1934
 JQ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0004+STABILITY: SURFACE MOTION
 JQ0004
 JQ0004  HISTORY     - Date     Condition        Report By
 JQ0004  HISTORY     - 1934     MONUMENTED       CGS
 JQ0004  HISTORY     - 1967     MARK NOT FOUND   NGS
 JQ0004
 JQ0004                          STATION DESCRIPTION
 JQ0004
 JQ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0004'IN HOT CREEK RANCH.
 JQ0004'AT HOT CREEK RANCH, NYE COUNTY, ABOUT 105 FEET NORTHEAST OF THE
 JQ0004'WILLIAMS RANCH HOUSE, AND 93 FEET NORTHEAST OF THE CENTER OF A ROAD
 JQ0004'INTERSECTION, 85 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST
 JQ0004'ROAD, AND 40 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING TO TYBO
 JQ0004'MINE.  A STANDARD DISK, STAMPED J 129 1934 AND SET IN THE TOP OF A
 JQ0004'CONCRETE POST.
 JQ0004
 JQ0004                          STATION RECOVERY (1967)
 JQ0004
 JQ0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JQ0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0226 ***********************************************************************
 JR0226  DESIGNATION -  J 13
 JR0226  PID         -  JR0226
 JR0226  STATE/COUNTY-  NV/MINERAL
 JR0226  USGS QUAD   -  BASALT (1982)
 JR0226
 JR0226                         *CURRENT SURVEY CONTROL
 JR0226  ___________________________________________________________________
 JR0226* NAD 83(1986)-  38 06 20.     (N)    118 16 24.     (W)     SCALED    
 JR0226* NAVD 88     -      1729.82   (+/-2cm)    5675.3    (feet)  VERTCON   
 JR0226  ___________________________________________________________________
 JR0226  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 JR0226
 JR0226  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0226
 JR0226.The horizontal coordinates were scaled from a topographic map and have
 JR0226.an estimated accuracy of +/- 6 seconds.
 JR0226
 JR0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0226.The vertical order pertains to the NGVD 29 superseded value.
 JR0226
 JR0226.The geoid height was determined by GEOID03.
 JR0226
 JR0226;                    North         East    Units  Estimated Accuracy
 JR0226;SPC NV W     - 4,372,360.      827,190.      MT  (+/- 180 meters Scaled)
 JR0226
 JR0226                          SUPERSEDED SURVEY CONTROL
 JR0226
 JR0226  NGVD 29 (??/??/92) 1728.560  (m)         5671.12   (f) ADJ UNCH    1 2
 JR0226
 JR0226.Superseded values are not recommended for survey control.
 JR0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0226.See file dsdata.txt to determine how the superseded data were derived.
 JR0226
 JR0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC883182(NAD 83)
 JR0226_MARKER: DB = BENCH MARK DISK
 JR0226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0226_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0226_STAMPING: 5671.117
 JR0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0226
 JR0226  HISTORY     - Date     Condition        Report By
 JR0226  HISTORY     - UNK      MONUMENTED       CGS
 JR0226  HISTORY     - 1955     MARK NOT FOUND   NGS
 JR0226  HISTORY     - 1986     MARK NOT FOUND   NGS
 JR0226
 JR0226                          STATION DESCRIPTION
 JR0226
 JR0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0226'4 MI W FROM LITTLE SUMMIT.
 JR0226'4 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM LITTLE
 JR0226'SUMMIT, MINERAL COUNTY, 11 YARDS EAST OF MILEPOST 443, AND 33
 JR0226'FEET SOUTH OF THE TRACK.  A STANDARD CAP, STAMPED 5671.117 AND
 JR0226'FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT
 JR0226'10 INCHES ABOVE GROUND.
 JR0226
 JR0226                          STATION RECOVERY (1986)
 JR0226
 JR0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0226'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0291 ***********************************************************************
 HQ0291  DESIGNATION -  J 130
 HQ0291  PID         -  HQ0291
 HQ0291  STATE/COUNTY-  NV/ESMERALDA
 HQ0291  USGS QUAD   -  SYLVANIA MTS (1987)
 HQ0291
 HQ0291                         *CURRENT SURVEY CONTROL
 HQ0291  ___________________________________________________________________
 HQ0291* NAD 83(1986)-  37 25 32.     (N)    117 39 24.     (W)     SCALED    
 HQ0291* NAVD 88     -      1957.829  (meters)    6423.31   (feet)  ADJUSTED  
 HQ0291  ___________________________________________________________________
 HQ0291  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 HQ0291  DYNAMIC HT  -        1955.471 (meters)    6415.57  (feet)  COMP
 HQ0291  MODELED GRAV-     979,355.9   (mgal)                       NAVD 88
 HQ0291
 HQ0291  VERT ORDER  -  SECOND    CLASS 0
 HQ0291
 HQ0291.The horizontal coordinates were scaled from a topographic map and have
 HQ0291.an estimated accuracy of +/- 6 seconds.
 HQ0291
 HQ0291.The orthometric height was determined by differential leveling
 HQ0291.and adjusted by the National Geodetic Survey in June 1991..
 HQ0291
 HQ0291.The geoid height was determined by GEOID03.
 HQ0291
 HQ0291.The dynamic height is computed by dividing the NAVD 88
 HQ0291.geopotential number by the normal gravity value computed on the
 HQ0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0291.degrees latitude (g = 980.6199 gals.).
 HQ0291
 HQ0291.The modeled gravity was interpolated from observed gravity values.
 HQ0291
 HQ0291;                    North         East    Units  Estimated Accuracy
 HQ0291;SPC NV W     - 4,297,260.      882,020.      MT  (+/- 180 meters Scaled)
 HQ0291
 HQ0291                          SUPERSEDED SURVEY CONTROL
 HQ0291
 HQ0291  NGVD 29 (??/??/92) 1956.635  (m)         6419.39   (f) ADJ UNCH    2 0
 HQ0291
 HQ0291.Superseded values are not recommended for survey control.
 HQ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0291.See file dsdata.txt to determine how the superseded data were derived.
 HQ0291
 HQ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB418422(NAD 83)
 HQ0291_MARKER: DB = BENCH MARK DISK
 HQ0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0291_STAMPING: J 130 1934
 HQ0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0291+STABILITY: SURFACE MOTION
 HQ0291
 HQ0291  HISTORY     - Date     Condition        Report By
 HQ0291  HISTORY     - 1934     MONUMENTED       CGS
 HQ0291  HISTORY     - 1939     MARK NOT FOUND   NGS
 HQ0291  HISTORY     - 1957     MARK NOT FOUND   NGS
 HQ0291
 HQ0291                          STATION DESCRIPTION
 HQ0291
 HQ0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 HQ0291'9.5 MI W FROM LIDA.
 HQ0291'9.5 MILES WEST ALONG THE ROAD LEADING TO BIGPINE, CALIFORNIA,
 HQ0291'FROM LIDA, ESMERALDA COUNTY, AND 16 FEET SOUTH OF THE CENTERLINE
 HQ0291'OF THE ROAD.  A STANDARD DISK, STAMPED J 130 1934 AND SET IN THE
 HQ0291'TOP OF A CONCRETE POST.  NOTE-- THE ROAD HAS BEEN WIDENED AND
 HQ0291'THE MARK MAY HAVE BEEN DESTROYED.
 HQ0291
 HQ0291                          STATION RECOVERY (1957)
 HQ0291
 HQ0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 HQ0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0397 ***********************************************************************
 JQ0397  DESIGNATION -  J 131
 JQ0397  PID         -  JQ0397
 JQ0397  STATE/COUNTY-  NV/NYE
 JQ0397  USGS QUAD   -  DOWNEYVILLE (1988)
 JQ0397
 JQ0397                         *CURRENT SURVEY CONTROL
 JQ0397  ___________________________________________________________________
 JQ0397* NAD 83(1986)-  38 53 18.     (N)    117 55 18.     (W)     SCALED    
 JQ0397* NAVD 88     -      1399.922  (meters)    4592.91   (feet)  ADJUSTED  
 JQ0397  ___________________________________________________________________
 JQ0397  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 JQ0397  DYNAMIC HT  -        1398.555 (meters)    4588.43  (feet)  COMP
 JQ0397  MODELED GRAV-     979,603.3   (mgal)                       NAVD 88
 JQ0397
 JQ0397  VERT ORDER  -  FIRST     CLASS II
 JQ0397
 JQ0397.The horizontal coordinates were scaled from a topographic map and have
 JQ0397.an estimated accuracy of +/- 6 seconds.
 JQ0397
 JQ0397.The orthometric height was determined by differential leveling
 JQ0397.and adjusted by the National Geodetic Survey in June 1991..
 JQ0397
 JQ0397.The geoid height was determined by GEOID03.
 JQ0397
 JQ0397.The dynamic height is computed by dividing the NAVD 88
 JQ0397.geopotential number by the normal gravity value computed on the
 JQ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0397.degrees latitude (g = 980.6199 gals.).
 JQ0397
 JQ0397.The modeled gravity was interpolated from observed gravity values.
 JQ0397
 JQ0397;                    North         East    Units  Estimated Accuracy
 JQ0397;SPC NV C     - 6,459,950.      391,120.      MT  (+/- 180 meters Scaled)
 JQ0397
 JQ0397                          SUPERSEDED SURVEY CONTROL
 JQ0397
 JQ0397  NGVD 29 (??/??/92) 1398.888  (m)         4589.52   (f) ADJ UNCH    1 2
 JQ0397
 JQ0397.Superseded values are not recommended for survey control.
 JQ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0397.See file dsdata.txt to determine how the superseded data were derived.
 JQ0397
 JQ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD200047(NAD 83)
 JQ0397_MARKER: DB = BENCH MARK DISK
 JQ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0397_STAMPING: J 131 1934
 JQ0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0397+STABILITY: SURFACE MOTION
 JQ0397
 JQ0397  HISTORY     - Date     Condition        Report By
 JQ0397  HISTORY     - 1934     MONUMENTED       CGS
 JQ0397  HISTORY     - 1955     GOOD             NGS
 JQ0397  HISTORY     - 1984     MARK NOT FOUND   USGS
 JQ0397  HISTORY     - 1984     MARK NOT FOUND   NGS
 JQ0397
 JQ0397                          STATION DESCRIPTION
 JQ0397
 JQ0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JQ0397'1.5 MI N FROM GABBS.
 JQ0397'0.3 MILE NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JQ0397'THENCE 1.2 MILES NORTH ALONG STATE HIGHWAY 23, AT THE NORTH EDGE OF
 JQ0397'THE CITY DUMP, 0.2 MILE SOUTH OF THE Y JUNCTION OF A GRADED ROAD
 JQ0397'(FORMER HIGHWAY), 572 FEET WEST OF THE CENTER OF THE T JUNCTION OF A
 JQ0397'GRAVELED GRADED ROAD LEADING NORTHEAST, 23 FEET WEST OF THE CENTER
 JQ0397'LINE OF THE GRADED ROAD, 1.9 FEET EAST OF A WITNESS POST, ABOUT 1/2
 JQ0397'FOOT HIGHER THAN THE GRADED ROAD, AND SET IN THE TOP OF A CONCRETE
 JQ0397'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 JQ0397
 JQ0397                          STATION RECOVERY (1984)
 JQ0397
 JQ0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JQ0397'MARK NOT FOUND.
 JQ0397
 JQ0397                          STATION RECOVERY (1984)
 JQ0397
 JQ0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0397'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0047 ***********************************************************************
 JR0047  DESIGNATION -  J 132
 JR0047  PID         -  JR0047
 JR0047  STATE/COUNTY-  NV/MINERAL
 JR0047  USGS QUAD   -  MOUNT HICKS (1989)
 JR0047
 JR0047                         *CURRENT SURVEY CONTROL
 JR0047  ___________________________________________________________________
 JR0047* NAD 83(1986)-  38 22 02.     (N)    118 49 48.     (W)     SCALED    
 JR0047* NAVD 88     -      2008.95   (+/-2cm)    6591.0    (feet)  VERTCON   
 JR0047  ___________________________________________________________________
 JR0047  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 JR0047
 JR0047  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0047
 JR0047.The horizontal coordinates were scaled from a topographic map and have
 JR0047.an estimated accuracy of +/- 6 seconds.
 JR0047
 JR0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0047.The vertical order pertains to the NGVD 29 superseded value.
 JR0047
 JR0047.The geoid height was determined by GEOID03.
 JR0047
 JR0047;                    North         East    Units  Estimated Accuracy
 JR0047;SPC NV W     - 4,401,390.      778,450.      MT  (+/- 180 meters Scaled)
 JR0047
 JR0047                          SUPERSEDED SURVEY CONTROL
 JR0047
 JR0047  NGVD 29 (??/??/92) 2007.610  (m)         6586.63   (f) ADJ UNCH    2 0
 JR0047
 JR0047.Superseded values are not recommended for survey control.
 JR0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0047.See file dsdata.txt to determine how the superseded data were derived.
 JR0047
 JR0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC401481(NAD 83)
 JR0047_MARKER: DB = BENCH MARK DISK
 JR0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0047_STAMPING: J 132 1934
 JR0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0047+STABILITY: SURFACE MOTION
 JR0047
 JR0047  HISTORY     - Date     Condition        Report By
 JR0047  HISTORY     - 1934     MONUMENTED       CGS
 JR0047  HISTORY     - 1940     GOOD             NGS
 JR0047
 JR0047                          STATION DESCRIPTION
 JR0047
 JR0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0047'18.1 MI SW FROM HAWTHORNE.
 JR0047'18.1 MILES SOUTHWEST ALONG THE ROAD LEADING TO BRIDGEPORT,
 JR0047'CALIFORNIA, FROM HAWTHORNE, MINERAL COUNTY, 3.7 MILES EAST OF
 JR0047'FLETCHERS STATION, 44 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 JR0047'AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 JR0047'J 132 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR0250 ***********************************************************************
 HR0250  DESIGNATION -  J 133
 HR0250  PID         -  HR0250
 HR0250  STATE/COUNTY-  NV/MINERAL
 HR0250  USGS QUAD   -  MT MONTGOMERY (1994)
 HR0250
 HR0250                         *CURRENT SURVEY CONTROL
 HR0250  ___________________________________________________________________
 HR0250* NAD 83(1986)-  37 57 24.     (N)    118 21 59.     (W)     SCALED    
 HR0250* NAVD 88     -      1963.934  (meters)    6443.34   (feet)  ADJUSTED  
 HR0250  ___________________________________________________________________
 HR0250  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 HR0250  DYNAMIC HT  -        1961.632 (meters)    6435.79  (feet)  COMP
 HR0250  MODELED GRAV-     979,387.0   (mgal)                       NAVD 88
 HR0250
 HR0250  VERT ORDER  -  FIRST     CLASS II
 HR0250
 HR0250.The horizontal coordinates were scaled from a topographic map and have
 HR0250.an estimated accuracy of +/- 6 seconds.
 HR0250
 HR0250.The orthometric height was determined by differential leveling
 HR0250.and adjusted by the National Geodetic Survey in June 1991..
 HR0250
 HR0250.The geoid height was determined by GEOID03.
 HR0250
 HR0250.The dynamic height is computed by dividing the NAVD 88
 HR0250.geopotential number by the normal gravity value computed on the
 HR0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0250.degrees latitude (g = 980.6199 gals.).
 HR0250
 HR0250.The modeled gravity was interpolated from observed gravity values.
 HR0250
 HR0250;                    North         East    Units  Estimated Accuracy
 HR0250;SPC NV W     - 4,355,820.      819,060.      MT  (+/- 180 meters Scaled)
 HR0250
 HR0250                          SUPERSEDED SURVEY CONTROL
 HR0250
 HR0250  NGVD 29 (??/??/92) 1962.591  (m)         6438.93   (f) ADJ UNCH    1 2
 HR0250
 HR0250.Superseded values are not recommended for survey control.
 HR0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0250.See file dsdata.txt to determine how the superseded data were derived.
 HR0250
 HR0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC799018(NAD 83)
 HR0250_MARKER: DB = BENCH MARK DISK
 HR0250_SETTING: 80 = SET IN A BOULDER
 HR0250_SP_SET: BOULDER
 HR0250_STAMPING: J 133 1955
 HR0250_MARK LOGO: CGS   
 HR0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0250+STABILITY: SURFACE MOTION
 HR0250
 HR0250  HISTORY     - Date     Condition        Report By
 HR0250  HISTORY     - 1955     MONUMENTED       CGS
 HR0250  HISTORY     - 1986     GOOD             NGS
 HR0250
 HR0250                          STATION DESCRIPTION
 HR0250
 HR0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HR0250'3.4 MI SW FROM MT MONTGOMERY.
 HR0250'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE BAR AND CAFE
 HR0250'AT MT. MONTGOMERY, AT THE T JUNCTION OF A TRACK ROAD LEADING
 HR0250'NORTHWEST TO AN ABANDONED MINE AND FRAME BUILDINGS, IN THE TOP
 HR0250'OF A 2- BY 4-FOOT BOULDER WHICH PROJECTS 1 1/2 FEET ABOVE THE
 HR0250'GROUND, 248.6 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 33
 HR0250'FEET NORTHEAST OF THE CENTER LINE OF THE TRACK ROAD, 5.2 FEET
 HR0250'SOUTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
 HR0250
 HR0250                          STATION RECOVERY (1986)
 HR0250
 HR0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0250'RECOVERED IN GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE EXCEPT
 HR0250'ADD--116.3 METERS (381.5 FT) NORTHWEST OF THE CENTERLINE OF THE NEWER
 HR0250'SECTION OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0601 ***********************************************************************
 HQ0601  DESIGNATION -  J 134
 HQ0601  PID         -  HQ0601
 HQ0601  STATE/COUNTY-  NV/ESMERALDA
 HQ0601  USGS QUAD   -  ALKALI (1970)
 HQ0601
 HQ0601                         *CURRENT SURVEY CONTROL
 HQ0601  ___________________________________________________________________
 HQ0601* NAD 83(1986)-  37 52 29.     (N)    117 15 12.     (W)     SCALED    
 HQ0601* NAVD 88     -      1511.842  (meters)    4960.10   (feet)  ADJUSTED  
 HQ0601  ___________________________________________________________________
 HQ0601  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 HQ0601  DYNAMIC HT  -        1510.209 (meters)    4954.74  (feet)  COMP
 HQ0601  MODELED GRAV-     979,496.8   (mgal)                       NAVD 88
 HQ0601
 HQ0601  VERT ORDER  -  FIRST     CLASS II
 HQ0601
 HQ0601.The horizontal coordinates were scaled from a topographic map and have
 HQ0601.an estimated accuracy of +/- 6 seconds.
 HQ0601
 HQ0601.The orthometric height was determined by differential leveling
 HQ0601.and adjusted by the National Geodetic Survey in June 1991..
 HQ0601
 HQ0601.The geoid height was determined by GEOID03.
 HQ0601
 HQ0601.The dynamic height is computed by dividing the NAVD 88
 HQ0601.geopotential number by the normal gravity value computed on the
 HQ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0601.degrees latitude (g = 980.6199 gals.).
 HQ0601
 HQ0601.The modeled gravity was interpolated from observed gravity values.
 HQ0601
 HQ0601;                    North         East    Units  Estimated Accuracy
 HQ0601;SPC NV W     - 4,347,530.      917,010.      MT  (+/- 180 meters Scaled)
 HQ0601
 HQ0601                          SUPERSEDED SURVEY CONTROL
 HQ0601
 HQ0601  NGVD 29 (??/??/92) 1510.753  (m)         4956.53   (f) ADJ UNCH    1 2
 HQ0601
 HQ0601.Superseded values are not recommended for survey control.
 HQ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0601.See file dsdata.txt to determine how the superseded data were derived.
 HQ0601
 HQ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB777919(NAD 83)
 HQ0601_MARKER: DB = BENCH MARK DISK
 HQ0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0601_STAMPING: J 134 1955
 HQ0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0601+STABILITY: SURFACE MOTION
 HQ0601
 HQ0601  HISTORY     - Date     Condition        Report By
 HQ0601  HISTORY     - 1955     MONUMENTED       CGS
 HQ0601
 HQ0601                          STATION DESCRIPTION
 HQ0601
 HQ0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0601'12.2 MI N FROM GOLDFIELD.
 HQ0601'9.9 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY
 HQ0601'COURTHOUSE AT GOLDFIELD, THENCE 0.3 MILE WEST ALONG A TRACK
 HQ0601'ROAD, THENCE 2.0 MILES NORTHWEST ALONG AN ABANDONED TONOPAH
 HQ0601'AND GOLDFIELD RAILROAD BED, ON THE TOP OF A LOW SANDY RIDGE
 HQ0601'BETWEEN THE RAILROAD BED AND A TRACK ROAD, 37 FEET WEST OF THE
 HQ0601'CENTER LINE OF THE TRACK ROAD, 34 1/2 FEET EAST OF THE CENTER
 HQ0601'LINE OF THE RAILROAD BED, 2.3 FEET SOUTH OF A WITNESS POST,
 HQ0601'ABOUT 3 FEET HIGHER THAN THE RAILROAD BED, AND SET IN THE
 HQ0601'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0363 ***********************************************************************
 HQ0363  DESIGNATION -  J 135
 HQ0363  PID         -  HQ0363
 HQ0363  STATE/COUNTY-  NV/NYE
 HQ0363  USGS QUAD   -  RALSTON (1988)
 HQ0363
 HQ0363                         *CURRENT SURVEY CONTROL
 HQ0363  ___________________________________________________________________
 HQ0363* NAD 83(1986)-  37 30 07.     (N)    117 09 51.     (W)     SCALED    
 HQ0363* NAVD 88     -      1427.538  (meters)    4683.51   (feet)  ADJUSTED  
 HQ0363  ___________________________________________________________________
 HQ0363  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 HQ0363  DYNAMIC HT  -        1425.970 (meters)    4678.37  (feet)  COMP
 HQ0363  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 HQ0363
 HQ0363  VERT ORDER  -  FIRST     CLASS II
 HQ0363
 HQ0363.The horizontal coordinates were scaled from a topographic map and have
 HQ0363.an estimated accuracy of +/- 6 seconds.
 HQ0363
 HQ0363.The orthometric height was determined by differential leveling
 HQ0363.and adjusted by the National Geodetic Survey in June 1991..
 HQ0363
 HQ0363.The geoid height was determined by GEOID03.
 HQ0363
 HQ0363.The dynamic height is computed by dividing the NAVD 88
 HQ0363.geopotential number by the normal gravity value computed on the
 HQ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0363.degrees latitude (g = 980.6199 gals.).
 HQ0363
 HQ0363.The modeled gravity was interpolated from observed gravity values.
 HQ0363
 HQ0363;                    North         East    Units  Estimated Accuracy
 HQ0363;SPC NV C     - 6,305,450.      456,010.      MT  (+/- 180 meters Scaled)
 HQ0363
 HQ0363                          SUPERSEDED SURVEY CONTROL
 HQ0363
 HQ0363  NGVD 29 (??/??/92) 1426.464  (m)         4679.99   (f) ADJ UNCH    1 2
 HQ0363
 HQ0363.Superseded values are not recommended for survey control.
 HQ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0363.See file dsdata.txt to determine how the superseded data were derived.
 HQ0363
 HQ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB854505(NAD 83)
 HQ0363_MARKER: DB = BENCH MARK DISK
 HQ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0363_STAMPING: J 135 1955
 HQ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0363+STABILITY: SURFACE MOTION
 HQ0363
 HQ0363  HISTORY     - Date     Condition        Report By
 HQ0363  HISTORY     - 1955     MONUMENTED       CGS
 HQ0363
 HQ0363                          STATION DESCRIPTION
 HQ0363
 HQ0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0363'18.9 MI S FROM GOLDFIELD.
 HQ0363'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE AT
 HQ0363'GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD, THENCE
 HQ0363'13.3 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS AND
 HQ0363'TONOPAH RAILROAD, 62 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 HQ0363'OF A NORTHEAST-SOUTHWEST TRACK ROAD, 59 1/2 FEET EAST OF THE
 HQ0363'CENTER LINE OF A DIM TRACK ROAD PARALLELING THE RAILROAD BED, 51
 HQ0363'FEET WEST OF THE CENTER LINE OF THE RAILROAD BED, 2.2 FEET NORTH
 HQ0363'OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE RAILROAD BED,
 HQ0363'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 HQ0363'THE GROUND.  THIS MARK MAY ALSO BE REACHED BY GOING ABOUT 15.2
 HQ0363'MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE AT
 HQ0363'GOLDFIELD (0.2 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 3),
 HQ0363'THENCE 1.1 MILES SOUTHEAST ALONG A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0118 ***********************************************************************
 GR0118  DESIGNATION -  J 136
 GR0118  PID         -  GR0118
 GR0118  STATE/COUNTY-  NV/CLARK
 GR0118  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0118
 GR0118                         *CURRENT SURVEY CONTROL
 GR0118  ___________________________________________________________________
 GR0118* NAD 83(1986)-  36 46 30.     (N)    114 08 50.     (W)     SCALED    
 GR0118* NAVD 88     -       477.819  (meters)    1567.64   (feet)  POSTED    
 GR0118  ___________________________________________________________________
 GR0118  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 GR0118  DYNAMIC HT  -         477.350 (meters)    1566.11  (feet)  COMP
 GR0118  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 GR0118
 GR0118  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0118
 GR0118.The horizontal coordinates were scaled from a topographic map and have
 GR0118.an estimated accuracy of +/- 6 seconds.
 GR0118
 GR0118.The orthometric height was determined by differential leveling
 GR0118.and adjusted by the National Geodetic Survey in 1992..
 GR0118.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0118.rate of 0.0 thru 1.0 mm/km.
 GR0118
 GR0118.The geoid height was determined by GEOID03.
 GR0118
 GR0118.The dynamic height is computed by dividing the NAVD 88
 GR0118.geopotential number by the normal gravity value computed on the
 GR0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0118.degrees latitude (g = 980.6199 gals.).
 GR0118
 GR0118.The modeled gravity was interpolated from observed gravity values.
 GR0118
 GR0118;                    North         East    Units  Estimated Accuracy
 GR0118;SPC NV E     - 8,225,620.      328,200.      MT  (+/- 180 meters Scaled)
 GR0118
 GR0118                          SUPERSEDED SURVEY CONTROL
 GR0118
 GR0118  NGVD 29 (??/??/92)  477.129  (m)         1565.38   (f) ADJ UNCH    2 0
 GR0118
 GR0118.Superseded values are not recommended for survey control.
 GR0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0118.See file dsdata.txt to determine how the superseded data were derived.
 GR0118
 GR0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA546737(NAD 83)
 GR0118_MARKER: DD = SURVEY DISK
 GR0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0118_SP_SET: CONCRETE BLOCK
 GR0118_STAMPING: SEE TEXT
 GR0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0118
 GR0118  HISTORY     - Date     Condition        Report By
 GR0118  HISTORY     - 1957     MONUMENTED       NVDH
 GR0118  HISTORY     - 1957     GOOD             NGS
 GR0118  HISTORY     - 1982     GOOD             NGS
 GR0118
 GR0118                          STATION DESCRIPTION
 GR0118
 GR0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0118'4.3 MI W FROM MESQUITE.
 GR0118'4.3 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0118'50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.7 FEET NORTH OF A
 GR0118'ROUND BLACK AND WHITE IRON STAKE PROJECTING ABOUT 18 INCHES. A
 GR0118'STANDARD DISK SET IN A ROUND CONCRETE BLOCK FLUSH WITH THE GROUND.
 GR0118'STAMPED DIST 50 FT STA F 373 + 19.85 PT ANGLE 90 O J 136 1957 ELEV
 GR0118'1565.85.
 GR0118
 GR0118                          STATION RECOVERY (1982)
 GR0118
 GR0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0118'8.6 KM (5.3 MI) SOUTHWEST ALONG I-15 FROM THE BRIDGE OVER HILLSIDE
 GR0118'ROAD AT MESQUITE, 0.65 KM (0.15 MI) NORTHEAST OF M.P. 117 AND 0.27 KM
 GR0118'(0.15 M) SOUTHWEST OF NORTHEAST END OF A GUARD RAIL AT NORTHEAST END
 GR0118'OF HWY, CURVE 15.2 M (50.0 FT) SOUTH CENTERLINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0152 ***********************************************************************
 GR0152  DESIGNATION -  J 137
 GR0152  PID         -  GR0152
 GR0152  STATE/COUNTY-  NV/CLARK
 GR0152  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0152
 GR0152                         *CURRENT SURVEY CONTROL
 GR0152  ___________________________________________________________________
 GR0152* NAD 83(1986)-  36 46 11.     (N)    114 13 48.     (W)     SCALED    
 GR0152* NAVD 88     -       549.928  (meters)    1804.22   (feet)  POSTED    
 GR0152  ___________________________________________________________________
 GR0152  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GR0152  DYNAMIC HT  -         549.390 (meters)    1802.46  (feet)  COMP
 GR0152  MODELED GRAV-     979,640.8   (mgal)                       NAVD 88
 GR0152
 GR0152  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0152
 GR0152.The horizontal coordinates were scaled from a topographic map and have
 GR0152.an estimated accuracy of +/- 6 seconds.
 GR0152
 GR0152.The orthometric height was determined by differential leveling
 GR0152.and adjusted by the National Geodetic Survey in 1992..
 GR0152.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0152.rate of 0.0 thru 1.0 mm/km.
 GR0152
 GR0152.The geoid height was determined by GEOID03.
 GR0152
 GR0152.The dynamic height is computed by dividing the NAVD 88
 GR0152.geopotential number by the normal gravity value computed on the
 GR0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0152.degrees latitude (g = 980.6199 gals.).
 GR0152
 GR0152.The modeled gravity was interpolated from observed gravity values.
 GR0152
 GR0152;                    North         East    Units  Estimated Accuracy
 GR0152;SPC NV E     - 8,224,930.      320,820.      MT  (+/- 180 meters Scaled)
 GR0152
 GR0152                          SUPERSEDED SURVEY CONTROL
 GR0152
 GR0152  NGVD 29 (??/??/92)  549.237  (m)         1801.96   (f) ADJ UNCH    2 0
 GR0152
 GR0152.Superseded values are not recommended for survey control.
 GR0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0152.See file dsdata.txt to determine how the superseded data were derived.
 GR0152
 GR0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA472729(NAD 83)
 GR0152_MARKER: DD = SURVEY DISK
 GR0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0152_STAMPING: SEE TEXT
 GR0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0152+STABILITY: SURFACE MOTION
 GR0152
 GR0152  HISTORY     - Date     Condition        Report By
 GR0152  HISTORY     - 1957     MONUMENTED       NVDH
 GR0152  HISTORY     - 1957     GOOD             NGS
 GR0152  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0152
 GR0152                          STATION DESCRIPTION
 GR0152
 GR0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0152'9.9 MI W FROM MESQUITE.
 GR0152'9.9 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0152'50 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 28 FEET NORTHEAST OF A
 GR0152'NORTH CULVERT HEADWALL, 2.0 FEET SOUTH OF A ROUND BLACK AND WHITE IRON
 GR0152'REFERENCE POST, SET IN A CONCRETE POST FLUSH WITH THE GROUND. STAMPED
 GR0152'DIST 50 FT STA F 117 + 66.49 PT ANGLE 90 O J 137 1957 ELEV 1901.94.
 GR0152
 GR0152                          STATION RECOVERY (1982)
 GR0152
 GR0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0177 ***********************************************************************
 GR0177  DESIGNATION -  J 138
 GR0177  PID         -  GR0177
 GR0177  STATE/COUNTY-  NV/CLARK
 GR0177  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0177
 GR0177                         *CURRENT SURVEY CONTROL
 GR0177  ___________________________________________________________________
 GR0177* NAD 83(1986)-  36 46 24.     (N)    114 17 42.     (W)     SCALED    
 GR0177* NAVD 88     -       652.658  (meters)    2141.26   (feet)  ADJUSTED  
 GR0177  ___________________________________________________________________
 GR0177  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 GR0177  DYNAMIC HT  -         652.013 (meters)    2139.15  (feet)  COMP
 GR0177  MODELED GRAV-     979,623.9   (mgal)                       NAVD 88
 GR0177
 GR0177  VERT ORDER  -  FIRST     CLASS II
 GR0177
 GR0177.The horizontal coordinates were scaled from a topographic map and have
 GR0177.an estimated accuracy of +/- 6 seconds.
 GR0177
 GR0177.The orthometric height was determined by differential leveling
 GR0177.and adjusted by the National Geodetic Survey in June 1991..
 GR0177
 GR0177.The geoid height was determined by GEOID03.
 GR0177
 GR0177.The dynamic height is computed by dividing the NAVD 88
 GR0177.geopotential number by the normal gravity value computed on the
 GR0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0177.degrees latitude (g = 980.6199 gals.).
 GR0177
 GR0177.The modeled gravity was interpolated from observed gravity values.
 GR0177
 GR0177;                    North         East    Units  Estimated Accuracy
 GR0177;SPC NV E     - 8,225,250.      315,010.      MT  (+/- 180 meters Scaled)
 GR0177
 GR0177                          SUPERSEDED SURVEY CONTROL
 GR0177
 GR0177  NGVD 29 (??/??/92)  651.965  (m)         2138.99   (f) ADJ UNCH    1 2
 GR0177
 GR0177.Superseded values are not recommended for survey control.
 GR0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0177.See file dsdata.txt to determine how the superseded data were derived.
 GR0177
 GR0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA414731(NAD 83)
 GR0177_MARKER: DD = SURVEY DISK
 GR0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0177_STAMPING: SEE TEXT
 GR0177_MARK LOGO: NVDH  
 GR0177_PROJECTION: FLUSH
 GR0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0177+STABILITY: SURFACE MOTION
 GR0177
 GR0177  HISTORY     - Date     Condition        Report By
 GR0177  HISTORY     - 1957     MONUMENTED       NVDH
 GR0177  HISTORY     - 1957     GOOD             NGS
 GR0177  HISTORY     - 1982     GOOD             NGS
 GR0177
 GR0177                          STATION DESCRIPTION
 GR0177
 GR0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0177'13.55 MI W FROM MESQUITE.
 GR0177'13.55 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0177'OFFICE IN MESQUITE, 14.6 MILES EASTERLY FROM JUNCTION WITH STATE ROUTE
 GR0177'12, 150.16 FEET SOUTH OF THE NORTH ROAD RIGHT OF WAY MARKER POST,
 GR0177'49.84 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  SET IN TOP OF
 GR0177'CONCRETE POST FLUSH WITH SURFACE OF GROUND.  STAMPED DIST 49.84 STA X
 GR0177'669 + 13.75 ANGLE 90 O J 138 1957.
 GR0177
 GR0177                          STATION RECOVERY (1982)
 GR0177
 GR0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0177'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0177'28.4 KM (17.75 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST
 GR0177'END OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 0.31 KM (0.2 MI)
 GR0177'SOUTHWEST OF MILEPOST 109, 0.15 KM (0.1 MI) SOUTHWEST OF THE CENTER OF
 GR0177'A LARGE WASH, 15.2 METERS (50 FT) NORTHWEST OF THE NORTH BOUND
 GR0177'CENTERLINE, 36.3 METERS (119 FT) SOUTHWEST OF THE SOUTHWEST END OF A
 GR0177'STEEL GUARD RAIL, 30.5 METERS (100 FT) NORTHWEST ACROSS THE HIGHWAY
 GR0177'FROM BM K 138 NHD.
 GR0177'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 GR0177'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0201 ***********************************************************************
 GR0201  DESIGNATION -  J 139
 GR0201  PID         -  GR0201
 GR0201  STATE/COUNTY-  NV/CLARK
 GR0201  USGS QUAD   -  MOAPA PEAK (1980)
 GR0201
 GR0201                         *CURRENT SURVEY CONTROL
 GR0201  ___________________________________________________________________
 GR0201* NAD 83(1986)-  36 45 01.     (N)    114 23 52.     (W)     SCALED    
 GR0201* NAVD 88     -       620.614  (meters)    2036.13   (feet)  POSTED    
 GR0201  ___________________________________________________________________
 GR0201  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 GR0201  DYNAMIC HT  -         620.010 (meters)    2034.15  (feet)  COMP
 GR0201  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 GR0201
 GR0201  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0201
 GR0201.The horizontal coordinates were scaled from a topographic map and have
 GR0201.an estimated accuracy of +/- 6 seconds.
 GR0201
 GR0201.The orthometric height was determined by differential leveling
 GR0201.and adjusted by the National Geodetic Survey in 1992..
 GR0201.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0201.rate of 4.1 thru 8.0 mm/km.
 GR0201
 GR0201.The geoid height was determined by GEOID03.
 GR0201
 GR0201.The dynamic height is computed by dividing the NAVD 88
 GR0201.geopotential number by the normal gravity value computed on the
 GR0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0201.degrees latitude (g = 980.6199 gals.).
 GR0201
 GR0201.The modeled gravity was interpolated from observed gravity values.
 GR0201
 GR0201;                    North         East    Units  Estimated Accuracy
 GR0201;SPC NV E     - 8,222,570.      305,860.      MT  (+/- 180 meters Scaled)
 GR0201
 GR0201                          SUPERSEDED SURVEY CONTROL
 GR0201
 GR0201  NGVD 29 (??/??/92)  619.926  (m)         2033.87   (f) ADJ UNCH    2 0
 GR0201
 GR0201.Superseded values are not recommended for survey control.
 GR0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0201.See file dsdata.txt to determine how the superseded data were derived.
 GR0201
 GR0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA323703(NAD 83)
 GR0201_MARKER: DD = SURVEY DISK
 GR0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0201_STAMPING: SEE TEXT
 GR0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0201+STABILITY: SURFACE MOTION
 GR0201
 GR0201  HISTORY     - Date     Condition        Report By
 GR0201  HISTORY     - 1957     MONUMENTED       NVDH
 GR0201  HISTORY     - 1957     GOOD             NGS
 GR0201  HISTORY     - 1979     GOOD             USGS
 GR0201
 GR0201                          STATION DESCRIPTION
 GR0201
 GR0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0201'19.3 MI SW FROM MESQUITE.
 GR0201'19.3 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0201'OFFICE IN MESQUITE, 8.85 MILES EASTERLY FROM THE JUNCTION WITH STATE
 GR0201'ROUTE 12, 151.05 FEET NORTH OF THE SOUTH RIGHT-OF-WAY MARKER POST,
 GR0201'48.95 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A ROUND
 GR0201'CONCRETE POST FLUSH WITH THE GROUND.  STAMPED DIST 48.95 STA D 359 +
 GR0201'95.67 POT ANGLE 90 O ELEV 2033.863 J 139 1957.
 GR0201
 GR0201                          STATION RECOVERY (1979)
 GR0201
 GR0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0201'JUNCTION OF INTERSTATE 15 AND STATE ROUTE 12. 8.8 MILES NE ALONG
 GR0201'INTERSTATE 15. 49 FT. SOUTH OF THE CENTERLINE OF NORTH BOUND LANE. A
 GR0201'NEVADA HIGHWAY DEPT. TABLET STAMPED DIST 48.95 STA D 359+95.67 POT
 GR0201'ANGLE 90 DEG ELEV 2033.863 J 139 1957 AND SET IN A CONCRETE POST
 GR0201'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0269 ***********************************************************************
 JQ0269  DESIGNATION -  J 14
 JQ0269  PID         -  JQ0269
 JQ0269  STATE/COUNTY-  NV/ESMERALDA
 JQ0269  USGS QUAD   -  COALDALE (1980)
 JQ0269
 JQ0269                         *CURRENT SURVEY CONTROL
 JQ0269  ___________________________________________________________________
 JQ0269* NAD 83(1986)-  38 01 52.     (N)    117 53 04.     (W)     SCALED    
 JQ0269* NAVD 88     -      1417.110  (meters)    4649.30   (feet)  ADJUSTED  
 JQ0269  ___________________________________________________________________
 JQ0269  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 JQ0269  DYNAMIC HT  -        1415.615 (meters)    4644.40  (feet)  COMP
 JQ0269  MODELED GRAV-     979,525.7   (mgal)                       NAVD 88
 JQ0269
 JQ0269  VERT ORDER  -  FIRST     CLASS II
 JQ0269
 JQ0269.The horizontal coordinates were scaled from a topographic map and have
 JQ0269.an estimated accuracy of +/- 6 seconds.
 JQ0269
 JQ0269.The orthometric height was determined by differential leveling
 JQ0269.and adjusted by the National Geodetic Survey in June 1991..
 JQ0269.WARNING-Repeat measurements at this control monument indicate possible
 JQ0269.vertical movement.
 JQ0269
 JQ0269.The geoid height was determined by GEOID03.
 JQ0269
 JQ0269.The dynamic height is computed by dividing the NAVD 88
 JQ0269.geopotential number by the normal gravity value computed on the
 JQ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0269.degrees latitude (g = 980.6199 gals.).
 JQ0269
 JQ0269.The modeled gravity was interpolated from observed gravity values.
 JQ0269
 JQ0269;                    North         East    Units  Estimated Accuracy
 JQ0269;SPC NV W     - 4,364,290.      861,350.      MT  (+/- 180 meters Scaled)
 JQ0269
 JQ0269                          SUPERSEDED SURVEY CONTROL
 JQ0269
 JQ0269  NGVD 29 (??/??/92) 1416.006  (m)         4645.68   (f) ADJ UNCH    1 2
 JQ0269
 JQ0269.Superseded values are not recommended for survey control.
 JQ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0269.See file dsdata.txt to determine how the superseded data were derived.
 JQ0269
 JQ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC223096(NAD 83)
 JQ0269_MARKER: DB = BENCH MARK DISK
 JQ0269_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JQ0269_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JQ0269_STAMPING: J 14 1915 4645.735
 JQ0269_MARK LOGO: CGS   
 JQ0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0269
 JQ0269  HISTORY     - Date     Condition        Report By
 JQ0269  HISTORY     - 1915     MONUMENTED       CGS
 JQ0269  HISTORY     - 1953     GOOD             NGS
 JQ0269  HISTORY     - 1984     GOOD             NGS
 JQ0269
 JQ0269                          STATION DESCRIPTION
 JQ0269
 JQ0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0269'IN COALDALE.
 JQ0269'AT COALDALE, 0.1 MILE EAST ACROSS COUNTRY FROM THE CENTER OF A
 JQ0269'TRIANGLE FORMED BY THE JUNCTION OF U. S. HIGHWAYS 6 AND 95, 180 FEET
 JQ0269'NORTHEAST OF THE CENTER OF A LARGE DRAIN DITCH, 72 FEET NORTHEAST OF
 JQ0269'THE CENTER LINE OF AN ABANDONED RAILROAD BED, 1.7 FEET SOUTHEAST OF A
 JQ0269'WITNESS POST, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 JQ0269'0.8 FOOT ABOVE THE GROUND.
 JQ0269
 JQ0269                          STATION RECOVERY (1984)
 JQ0269
 JQ0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0235 ***********************************************************************
 GR0235  DESIGNATION -  J 140
 GR0235  PID         -  GR0235
 GR0235  STATE/COUNTY-  NV/CLARK
 GR0235  USGS QUAD   -  OVERTON NW (1983)
 GR0235
 GR0235                         *CURRENT SURVEY CONTROL
 GR0235  ___________________________________________________________________
 GR0235* NAD 83(1986)-  36 41 55.     (N)    114 29 39.     (W)     SCALED    
 GR0235* NAVD 88     -       629.471  (meters)    2065.19   (feet)  POSTED    
 GR0235  ___________________________________________________________________
 GR0235  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 GR0235  DYNAMIC HT  -         628.860 (meters)    2063.18  (feet)  COMP
 GR0235  MODELED GRAV-     979,638.6   (mgal)                       NAVD 88
 GR0235
 GR0235  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0235
 GR0235.The horizontal coordinates were scaled from a topographic map and have
 GR0235.an estimated accuracy of +/- 6 seconds.
 GR0235
 GR0235.The orthometric height was determined by differential leveling
 GR0235.and adjusted by the National Geodetic Survey in 1992..
 GR0235.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0235.rate of 0.0 thru 1.0 mm/km.
 GR0235
 GR0235.The geoid height was determined by GEOID03.
 GR0235
 GR0235.The dynamic height is computed by dividing the NAVD 88
 GR0235.geopotential number by the normal gravity value computed on the
 GR0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0235.degrees latitude (g = 980.6199 gals.).
 GR0235
 GR0235.The modeled gravity was interpolated from observed gravity values.
 GR0235
 GR0235;                    North         East    Units  Estimated Accuracy
 GR0235;SPC NV E     - 8,216,740.      297,320.      MT  (+/- 180 meters Scaled)
 GR0235
 GR0235                          SUPERSEDED SURVEY CONTROL
 GR0235
 GR0235  NGVD 29 (??/??/92)  628.797  (m)         2062.98   (f) ADJ UNCH    2 0
 GR0235
 GR0235.Superseded values are not recommended for survey control.
 GR0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0235.See file dsdata.txt to determine how the superseded data were derived.
 GR0235
 GR0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA238643(NAD 83)
 GR0235_MARKER: DD = SURVEY DISK
 GR0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0235_STAMPING: SEE TEXT
 GR0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0235+STABILITY: SURFACE MOTION
 GR0235
 GR0235  HISTORY     - Date     Condition        Report By
 GR0235  HISTORY     - 1957     MONUMENTED       NVDH
 GR0235  HISTORY     - 1957     GOOD             NGS
 GR0235  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0235
 GR0235                          STATION DESCRIPTION
 GR0235
 GR0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0235'25.75 MI SW FROM MESQUITE.
 GR0235'25.75 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0235'OFFICE IN MESQUITE, AND 2.4 MILES EAST FROM THE JUNCTION WITH STATE
 GR0235'ROUTE 12, 150.12 FEET NORTH OF THE SOUTH RIGHT-OF-WAY MARKER POST,
 GR0235'49.88 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.05 MILE
 GR0235'NORTHEAST OF A CURVE IN THE HIGHWAY, SET IN A ROUND CONCRETE POST
 GR0235'FLUSH WITH THE GROUND.  STAMPED DIST 49.88 STA D 15 + 99.89 PT ANGLE
 GR0235'90 O J 140 1957.
 GR0235
 GR0235                          STATION RECOVERY (1982)
 GR0235
 GR0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0475 ***********************************************************************
 LQ0475  DESIGNATION -  J 141
 LQ0475  PID         -  LQ0475
 LQ0475  STATE/COUNTY-  NV/ELKO
 LQ0475  USGS QUAD   -  HUNTER (1982)
 LQ0475
 LQ0475                         *CURRENT SURVEY CONTROL
 LQ0475  ___________________________________________________________________
 LQ0475* NAD 83(1986)-  40 46 42.     (N)    115 53 28.     (W)     SCALED    
 LQ0475* NAVD 88     -      1528.638  (meters)    5015.21   (feet)  ADJUSTED  
 LQ0475  ___________________________________________________________________
 LQ0475  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 LQ0475  DYNAMIC HT  -        1527.386 (meters)    5011.10  (feet)  COMP
 LQ0475  MODELED GRAV-     979,752.0   (mgal)                       NAVD 88
 LQ0475
 LQ0475  VERT ORDER  -  FIRST     CLASS II
 LQ0475
 LQ0475.The horizontal coordinates were scaled from a topographic map and have
 LQ0475.an estimated accuracy of +/- 6 seconds.
 LQ0475
 LQ0475.The orthometric height was determined by differential leveling
 LQ0475.and adjusted by the National Geodetic Survey in June 1991..
 LQ0475
 LQ0475.The geoid height was determined by GEOID03.
 LQ0475
 LQ0475.The dynamic height is computed by dividing the NAVD 88
 LQ0475.geopotential number by the normal gravity value computed on the
 LQ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0475.degrees latitude (g = 980.6199 gals.).
 LQ0475
 LQ0475.The modeled gravity was interpolated from observed gravity values.
 LQ0475
 LQ0475;                    North         East    Units  Estimated Accuracy
 LQ0475;SPC NV E     - 8,669,080.      174,020.      MT  (+/- 180 meters Scaled)
 LQ0475
 LQ0475                          SUPERSEDED SURVEY CONTROL
 LQ0475
 LQ0475  NGVD 29 (??/??/92) 1527.542  (m)         5011.61   (f) ADJ UNCH    1 2
 LQ0475
 LQ0475.Superseded values are not recommended for survey control.
 LQ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0475.See file dsdata.txt to determine how the superseded data were derived.
 LQ0475
 LQ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF935147(NAD 83)
 LQ0475_MARKER: DB = BENCH MARK DISK
 LQ0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0475_STAMPING: J 141 1957
 LQ0475_MARK LOGO: CGS   
 LQ0475_PROJECTION: PROJECTING 3 CENTIMETERS
 LQ0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0475+STABILITY: SURFACE MOTION
 LQ0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0475+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002
 LQ0475
 LQ0475  HISTORY     - Date     Condition        Report By
 LQ0475  HISTORY     - 1957     MONUMENTED       CGS
 LQ0475  HISTORY     - 1984     GOOD             NGS
 LQ0475  HISTORY     - 20020108 GOOD             NVGS
 LQ0475
 LQ0475                          STATION DESCRIPTION
 LQ0475
 LQ0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0475'7.7 MI SW FROM ELKO.
 LQ0475'7.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0475'IDAHO STREETS AT ELKO, 90.8 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 LQ0475'UNDER TELEPHONE LINES, 8.8 FEET SOUTH OF FENCE LINE, 3.3 FEET WEST OF
 LQ0475'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE
 LQ0475'GROUND SURFACE.
 LQ0475
 LQ0475                          STATION RECOVERY (1984)
 LQ0475
 LQ0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0475'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.15 KM
 LQ0475'(3.85 MI) SOUTHWEST ALONG OLD US HIGHWAY 40 (IDAHO STREET) FROM THE
 LQ0475'COURTHOUSE AT ELKO, THENCE 6.7 KM (4.2 MI) SOUTHWEST ALONG INTERSTATE
 LQ0475'80, 0.55 KM (0.35 MI) NORTHEAST OF MILEPOST 294, AT THE NORTHEAST END
 LQ0475'OF A LONG LOW CUT BANK, 24.4 METERS (80 FT) NORTHWEST OF THE WEST
 LQ0475'BOUND HIGHWAY CENTERLINE AND 17.4 METERS (57 FT) SOUTHEAST OF THE
 LQ0475'RIGHT OF WAY FENCE.
 LQ0475'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 LQ0475'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 LQ0475
 LQ0475                          STATION RECOVERY (2002)
 LQ0475
 LQ0475'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 LQ0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0477 ***********************************************************************
 MT0477  DESIGNATION -  J 142
 MT0477  PID         -  MT0477
 MT0477  STATE/COUNTY-  NV/ELKO
 MT0477  USGS QUAD   -  DEETH (1967)
 MT0477
 MT0477                         *CURRENT SURVEY CONTROL
 MT0477  ___________________________________________________________________
 MT0477* NAD 83(1986)-  41 02 31.     (N)    115 21 29.     (W)     SCALED    
 MT0477* NAVD 88     -      1616.193  (meters)    5302.46   (feet)  ADJUSTED  
 MT0477  ___________________________________________________________________
 MT0477  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 MT0477  DYNAMIC HT  -        1614.863 (meters)    5298.10  (feet)  COMP
 MT0477  MODELED GRAV-     979,744.6   (mgal)                       NAVD 88
 MT0477
 MT0477  VERT ORDER  -  SECOND    CLASS 0
 MT0477
 MT0477.The horizontal coordinates were scaled from a topographic map and have
 MT0477.an estimated accuracy of +/- 6 seconds.
 MT0477
 MT0477.The orthometric height was determined by differential leveling
 MT0477.and adjusted by the National Geodetic Survey in June 1991..
 MT0477
 MT0477.The geoid height was determined by GEOID03.
 MT0477
 MT0477.The dynamic height is computed by dividing the NAVD 88
 MT0477.geopotential number by the normal gravity value computed on the
 MT0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0477.degrees latitude (g = 980.6199 gals.).
 MT0477
 MT0477.The modeled gravity was interpolated from observed gravity values.
 MT0477
 MT0477;                    North         East    Units  Estimated Accuracy
 MT0477;SPC NV E     - 8,698,330.      218,940.      MT  (+/- 180 meters Scaled)
 MT0477
 MT0477                          SUPERSEDED SURVEY CONTROL
 MT0477
 MT0477  NGVD 29 (??/??/92) 1615.030  (m)         5298.64   (f) ADJ UNCH    2 0
 MT0477
 MT0477.Superseded values are not recommended for survey control.
 MT0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0477.See file dsdata.txt to determine how the superseded data were derived.
 MT0477
 MT0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF380447(NAD 83)
 MT0477_MARKER: DB = BENCH MARK DISK
 MT0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0477_STAMPING: J 142 1957
 MT0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0477+STABILITY: SURFACE MOTION
 MT0477
 MT0477  HISTORY     - Date     Condition        Report By
 MT0477  HISTORY     - 1957     MONUMENTED       CGS
 MT0477
 MT0477                          STATION DESCRIPTION
 MT0477
 MT0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0477'4.7 MI SW FROM DEETH.
 MT0477'0.6 MILES WEST ON A GRAVELED ROAD, FROM THE SOUTHERN PACIFIC RAILROAD
 MT0477'STATION AT DEETH, THENCE 4.2 MILES SOUTHWEST ON U.S. HIGHWAY 40, 61.7
 MT0477'FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 2.9 FEET SOUTHEAST OF
 MT0477'NORTHEAST-SOUTHWEST FENCELINE, 2.9 FEET EAST OF WITNESS POST, ABOUT 3
 MT0477'FEET LOWER THAN HIGHWAY, SET IN A ROUND CONCRETE POST PROJECTING 6
 MT0477'INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0478 ***********************************************************************
 MT0478  DESIGNATION -  J 142 RESET
 MT0478  PID         -  MT0478
 MT0478  STATE/COUNTY-  NV/ELKO
 MT0478  USGS QUAD   -  DEETH (1967)
 MT0478
 MT0478                         *CURRENT SURVEY CONTROL
 MT0478  ___________________________________________________________________
 MT0478* NAD 83(1986)-  41 02 28.     (N)    115 21 32.     (W)     SCALED    
 MT0478* NAVD 88     -      1614.712  (meters)    5297.60   (feet)  ADJUSTED  
 MT0478  ___________________________________________________________________
 MT0478  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 MT0478  DYNAMIC HT  -        1613.384 (meters)    5293.24  (feet)  COMP
 MT0478  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 MT0478
 MT0478  VERT ORDER  -  FIRST     CLASS II
 MT0478
 MT0478.The horizontal coordinates were scaled from a topographic map and have
 MT0478.an estimated accuracy of +/- 6 seconds.
 MT0478
 MT0478.The orthometric height was determined by differential leveling
 MT0478.and adjusted by the National Geodetic Survey in June 1991..
 MT0478
 MT0478.The geoid height was determined by GEOID03.
 MT0478
 MT0478.The dynamic height is computed by dividing the NAVD 88
 MT0478.geopotential number by the normal gravity value computed on the
 MT0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0478.degrees latitude (g = 980.6199 gals.).
 MT0478
 MT0478.The modeled gravity was interpolated from observed gravity values.
 MT0478
 MT0478;                    North         East    Units  Estimated Accuracy
 MT0478;SPC NV E     - 8,698,240.      218,870.      MT  (+/- 180 meters Scaled)
 MT0478
 MT0478                          SUPERSEDED SURVEY CONTROL
 MT0478
 MT0478.No superseded survey control is available for this station.
 MT0478
 MT0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF379446(NAD 83)
 MT0478_MARKER: DD = SURVEY DISK
 MT0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0478_STAMPING: J 142 RESET 1962
 MT0478_MARK LOGO: CGS   
 MT0478_PROJECTION: FLUSH
 MT0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0478
 MT0478  HISTORY     - Date     Condition        Report By
 MT0478  HISTORY     - 1962     MONUMENTED       NVDH
 MT0478  HISTORY     - 1963     GOOD             NGS
 MT0478  HISTORY     - 1984     GOOD             NGS
 MT0478
 MT0478                          STATION DESCRIPTION
 MT0478
 MT0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MT0478'27.4 MI NE FROM ELKO.
 MT0478'27.4 MILES NORTHEAST ALONG U. S. HIGHWAY 40, THEN INTERSTATE 80 FROM
 MT0478'THE CORNER OF 5TH AND IDAHO STREETS AT ELKO, 169.0 FEET SOUTHEAST OF
 MT0478'THE EASTBOUND CENTERLINE, 6.0 FEET NORTHWEST OF NEW FENCE LINE, 2.0
 MT0478'FEET NORTHWEST OF WITNESS POST, 169.0 FEET RIGHT OF OE1 -396+18, AND
 MT0478'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 MT0478'GROUND.
 MT0478
 MT0478                          STATION RECOVERY (1984)
 MT0478
 MT0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0478'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.15 KM
 MT0478'(8.85 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE COURTHOUSE IN
 MT0478'ELKO, THENCE 30.7 KM (19.2 MI) NORTHEAST ALONG INTERSTATE 80, 0.3 KM
 MT0478'(0.2 MI) SOUTHWEST OF MILEPOST 330, AT THE NORTHEAST END OF A LONG LOW
 MT0478'CUT, 51.5 METERS (169 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY
 MT0478'CENTERLINE AND 1.8 METERS (6 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 MT0478'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 MT0478'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0293 ***********************************************************************
 MT0293  DESIGNATION -  J 143
 MT0293  PID         -  MT0293
 MT0293  STATE/COUNTY-  NV/ELKO
 MT0293  USGS QUAD   -  PEQUOP SUMMIT SW (1980)
 MT0293
 MT0293                         *CURRENT SURVEY CONTROL
 MT0293  ___________________________________________________________________
 MT0293* NAD 83(1986)-  41 04 28.     (N)    114 39 58.     (W)     SCALED    
 MT0293* NAVD 88     -      1791.727  (meters)    5878.36   (feet)  ADJUSTED  
 MT0293  ___________________________________________________________________
 MT0293  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 MT0293  DYNAMIC HT  -        1790.216 (meters)    5873.40  (feet)  COMP
 MT0293  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 MT0293
 MT0293  VERT ORDER  -  SECOND    CLASS 0
 MT0293
 MT0293.The horizontal coordinates were scaled from a topographic map and have
 MT0293.an estimated accuracy of +/- 6 seconds.
 MT0293
 MT0293.The orthometric height was determined by differential leveling
 MT0293.and adjusted by the National Geodetic Survey in June 1991..
 MT0293
 MT0293.The geoid height was determined by GEOID03.
 MT0293
 MT0293.The dynamic height is computed by dividing the NAVD 88
 MT0293.geopotential number by the normal gravity value computed on the
 MT0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0293.degrees latitude (g = 980.6199 gals.).
 MT0293
 MT0293.The modeled gravity was interpolated from observed gravity values.
 MT0293
 MT0293;                    North         East    Units  Estimated Accuracy
 MT0293;SPC NV E     - 8,702,320.      277,080.      MT  (+/- 180 meters Scaled)
 MT0293
 MT0293                          SUPERSEDED SURVEY CONTROL
 MT0293
 MT0293  NGVD 29 (??/??/92) 1790.567  (m)         5874.55   (f) ADJ UNCH    2 0
 MT0293
 MT0293.Superseded values are not recommended for survey control.
 MT0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0293.See file dsdata.txt to determine how the superseded data were derived.
 MT0293
 MT0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF960496(NAD 83)
 MT0293_MARKER: DB = BENCH MARK DISK
 MT0293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MT0293_SP_SET: BUILDING
 MT0293_STAMPING: J 143 1957
 MT0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0293
 MT0293  HISTORY     - Date     Condition        Report By
 MT0293  HISTORY     - 1957     MONUMENTED       CGS
 MT0293  HISTORY     - 1968     GOOD             USGS
 MT0293
 MT0293                          STATION DESCRIPTION
 MT0293
 MT0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0293'16.95 MI E FROM WELLS.
 MT0293'16.95 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0293'AVE. AND U.S. HIGHWAY 40 AT WELLS, 246.0 FEET SOUTH OF CENTER LINE OF
 MT0293'THE HIGHWAY, 19.0 FEET WEST OF THE DOOR OF THE BELL TELEPHONE CO.
 MT0293'RELAY STATION BUILDING, SET VERTICALLY IN THE NORTH FACE AT THE
 MT0293'NORTHWEST CORNER OF THE BUILDING 0.5 FOOT SOUTHEAST OF NORTHWEST
 MT0293'CORNER, 3.0 FEET HIGHER THAN THE GROUND.
 MT0293
 MT0293                          STATION RECOVERY (1968)
 MT0293
 MT0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0109 ***********************************************************************
 LQ0109  DESIGNATION -  J 144
 LQ0109  PID         -  LQ0109
 LQ0109  STATE/COUNTY-  NV/ELKO
 LQ0109  USGS QUAD   -  PILOT (1982)
 LQ0109
 LQ0109                         *CURRENT SURVEY CONTROL
 LQ0109  ___________________________________________________________________
 LQ0109* NAD 83(1986)-  40 48 10.     (N)    114 10 11.     (W)     SCALED    
 LQ0109* NAVD 88     -      1433.707  (meters)    4703.75   (feet)  ADJUSTED  
 LQ0109  ___________________________________________________________________
 LQ0109  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 LQ0109  DYNAMIC HT  -        1432.576 (meters)    4700.04  (feet)  COMP
 LQ0109  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 LQ0109
 LQ0109  VERT ORDER  -  SECOND    CLASS 0
 LQ0109
 LQ0109.The horizontal coordinates were scaled from a topographic map and have
 LQ0109.an estimated accuracy of +/- 6 seconds.
 LQ0109
 LQ0109.The orthometric height was determined by differential leveling
 LQ0109.and adjusted by the National Geodetic Survey in June 1991..
 LQ0109
 LQ0109.The geoid height was determined by GEOID03.
 LQ0109
 LQ0109.The dynamic height is computed by dividing the NAVD 88
 LQ0109.geopotential number by the normal gravity value computed on the
 LQ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0109.degrees latitude (g = 980.6199 gals.).
 LQ0109
 LQ0109.The modeled gravity was interpolated from observed gravity values.
 LQ0109
 LQ0109;                    North         East    Units  Estimated Accuracy
 LQ0109;SPC NV E     - 8,672,710.      319,280.      MT  (+/- 180 meters Scaled)
 LQ0109
 LQ0109                          SUPERSEDED SURVEY CONTROL
 LQ0109
 LQ0109  NGVD 29 (??/??/92) 1432.716  (m)         4700.50   (f) ADJ UNCH    2 0
 LQ0109
 LQ0109.Superseded values are not recommended for survey control.
 LQ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0109.See file dsdata.txt to determine how the superseded data were derived.
 LQ0109
 LQ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF387207(NAD 83)
 LQ0109_MARKER: DB = BENCH MARK DISK
 LQ0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0109_STAMPING: J 144 1957
 LQ0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0109+STABILITY: SURFACE MOTION
 LQ0109
 LQ0109  HISTORY     - Date     Condition        Report By
 LQ0109  HISTORY     - 1957     MONUMENTED       CGS
 LQ0109  HISTORY     - 1958     GOOD             NGS
 LQ0109
 LQ0109                          STATION DESCRIPTION
 LQ0109
 LQ0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0109'7.9 MI NW FROM WENDOVER, UT.
 LQ0109'7.9 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0109'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, 274.0 FEET
 LQ0109'SOUTHWEST OF CENTERLINE OF HIGHWAY, 5.0 FEET WEST OF WITNESS POST, SET
 LQ0109'IN A ROUND CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND SURFACE.
 LQ0109
 LQ0109                          STATION RECOVERY (1958)
 LQ0109
 LQ0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0058 ***********************************************************************
 LS0058  DESIGNATION -  J 145
 LS0058  PID         -  LS0058
 LS0058  STATE/COUNTY-  NV/PERSHING
 LS0058  USGS QUAD   -  IMLAY (1987)
 LS0058
 LS0058                         *CURRENT SURVEY CONTROL
 LS0058  ___________________________________________________________________
 LS0058* NAD 83(1986)-  40 38 18.     (N)    118 11 59.     (W)     SCALED    
 LS0058* NAVD 88     -      1306.583  (meters)    4286.68   (feet)  ADJUSTED  
 LS0058  ___________________________________________________________________
 LS0058  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 LS0058  DYNAMIC HT  -        1305.580 (meters)    4283.39  (feet)  COMP
 LS0058  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 LS0058
 LS0058  VERT ORDER  -  FIRST     CLASS II
 LS0058
 LS0058.The horizontal coordinates were scaled from a topographic map and have
 LS0058.an estimated accuracy of +/- 6 seconds.
 LS0058
 LS0058.The orthometric height was determined by differential leveling
 LS0058.and adjusted by the National Geodetic Survey in June 1991..
 LS0058
 LS0058.The geoid height was determined by GEOID03.
 LS0058
 LS0058.The dynamic height is computed by dividing the NAVD 88
 LS0058.geopotential number by the normal gravity value computed on the
 LS0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0058.degrees latitude (g = 980.6199 gals.).
 LS0058
 LS0058.The modeled gravity was interpolated from observed gravity values.
 LS0058
 LS0058;                    North         East    Units  Estimated Accuracy
 LS0058;SPC NV W     - 4,653,560.      832,450.      MT  (+/- 180 meters Scaled)
 LS0058
 LS0058                          SUPERSEDED SURVEY CONTROL
 LS0058
 LS0058  NGVD 29 (??/??/92) 1305.605  (m)         4283.47   (f) ADJ UNCH    1 2
 LS0058
 LS0058.Superseded values are not recommended for survey control.
 LS0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0058.See file dsdata.txt to determine how the superseded data were derived.
 LS0058
 LS0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE985993(NAD 83)
 LS0058_MARKER: DB = BENCH MARK DISK
 LS0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0058_SP_SET: CONCRETE POST
 LS0058_STAMPING: J 145 1957
 LS0058_MARK LOGO: CGS   
 LS0058_PROJECTION: PROJECTING 5 CENTIMETERS
 LS0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0058+STABILITY: SURFACE MOTION
 LS0058
 LS0058  HISTORY     - Date     Condition        Report By
 LS0058  HISTORY     - 1957     MONUMENTED       CGS
 LS0058  HISTORY     - 1983     GOOD             USGS
 LS0058  HISTORY     - 1986     GOOD             NGS
 LS0058
 LS0058                          STATION DESCRIPTION
 LS0058
 LS0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0058'3.55 MI SW FROM IMLAY.
 LS0058'3.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE LITTLE NEVADA BAR
 LS0058'AND CAFE AT IMLAY, 229.0 FEET WEST OF CENTER LINE OF HIGHWAY, 2.0 FEET
 LS0058'SOUTHEAST OF WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 5
 LS0058'INCHES ABOVE GROUND SURFACE.
 LS0058
 LS0058                          STATION RECOVERY (1983)
 LS0058
 LS0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LS0058'3.1 MILES ALONG THE WEST BOUND LANE OF INTERSTATE FROM EXIT 1458
 LS0058'IMLAY. THENCE 105 FEET NORTHWEST NORMA TO THE CENTERLINE OF THE
 LS0058'WESTBOUND LANE.
 LS0058
 LS0058                          STATION RECOVERY (1986)
 LS0058
 LS0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0058'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.0 KM (3.1
 LS0058'MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 145)
 LS0058'IN IMLAY, 0.72 KM (0.45 MI) SOUTHWEST OF MILEPOST 143, 32.9 METERS
 LS0058'(108 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES,
 LS0058'28.0 METERS (92.0 FT) SOUTHEAST OF A FENCE.
 LS0058'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LS0058'THE MARK IS 0.3 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0187 ***********************************************************************
 FS0187  DESIGNATION -  J 146
 FS0187  PID         -  FS0187
 FS0187  STATE/COUNTY-  NV/CLARK
 FS0187  USGS QUAD   -  SLOAN (1989)
 FS0187
 FS0187                         *CURRENT SURVEY CONTROL
 FS0187  ___________________________________________________________________
 FS0187* NAD 83(1986)-  35 53 10.     (N)    115 13 23.     (W)     SCALED    
 FS0187* NAVD 88     -       932.315  (meters)    3058.77   (feet)  POSTED    
 FS0187  ___________________________________________________________________
 FS0187  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FS0187  DYNAMIC HT  -         931.310 (meters)    3055.47  (feet)  COMP
 FS0187  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 FS0187
 FS0187  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0187
 FS0187.The horizontal coordinates were scaled from a topographic map and have
 FS0187.an estimated accuracy of +/- 6 seconds.
 FS0187
 FS0187.The orthometric height was determined by differential leveling
 FS0187.and adjusted by the National Geodetic Survey in 1992..
 FS0187.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0187.rate of 0.0 thru 1.0 mm/km.
 FS0187
 FS0187.The geoid height was determined by GEOID03.
 FS0187
 FS0187.The dynamic height is computed by dividing the NAVD 88
 FS0187.geopotential number by the normal gravity value computed on the
 FS0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0187.degrees latitude (g = 980.6199 gals.).
 FS0187
 FS0187.The modeled gravity was interpolated from observed gravity values.
 FS0187
 FS0187;                    North         East    Units  Estimated Accuracy
 FS0187;SPC NV E     - 8,126,100.      232,530.      MT  (+/- 180 meters Scaled)
 FS0187
 FS0187                          SUPERSEDED SURVEY CONTROL
 FS0187
 FS0187  NGVD 29 (??/??/92)  931.520  (m)         3056.16   (f) ADJ UNCH    2 0
 FS0187
 FS0187.Superseded values are not recommended for survey control.
 FS0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0187.See file dsdata.txt to determine how the superseded data were derived.
 FS0187
 FS0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV603727(NAD 83)
 FS0187_MARKER: DB = BENCH MARK DISK
 FS0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0187_STAMPING: J 146 1958
 FS0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0187+STABILITY: SURFACE MOTION
 FS0187
 FS0187  HISTORY     - Date     Condition        Report By
 FS0187  HISTORY     - 1958     MONUMENTED       CGS
 FS0187
 FS0187                          STATION DESCRIPTION
 FS0187
 FS0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0187'3.5 MI SW FROM SLOAN.
 FS0187'3.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE SLOAN SERVICE
 FS0187'STATION AND CAFE, 183.0 FEET EAST OF THE CENTER LINE OF THE
 FS0187'HIGHWAY, 30.3 FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY POST, 4.8
 FS0187'FEET WEST OF A CONCRETE WITNESS POST, SET IN A ROUND CONCRETE
 FS0187'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0592 ***********************************************************************
 FS0592  DESIGNATION -  J 148
 FS0592  PID         -  FS0592
 FS0592  STATE/COUNTY-  NV/CLARK
 FS0592  USGS QUAD   -  SEARCHLIGHT (1989)
 FS0592
 FS0592                         *CURRENT SURVEY CONTROL
 FS0592  ___________________________________________________________________
 FS0592* NAD 83(1986)-  35 28 30.     (N)    114 58 40.     (W)     SCALED    
 FS0592* NAVD 88     -      1088.324  (meters)    3570.61   (feet)  POSTED    
 FS0592  ___________________________________________________________________
 FS0592  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FS0592  DYNAMIC HT  -        1087.060 (meters)    3566.46  (feet)  COMP
 FS0592  MODELED GRAV-     979,438.2   (mgal)                       NAVD 88
 FS0592
 FS0592  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0592
 FS0592.The horizontal coordinates were scaled from a topographic map and have
 FS0592.an estimated accuracy of +/- 6 seconds.
 FS0592
 FS0592.The orthometric height was determined by differential leveling
 FS0592.and adjusted by the National Geodetic Survey in 1992..
 FS0592.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0592.rate of 0.0 thru 1.0 mm/km.
 FS0592
 FS0592.The geoid height was determined by GEOID03.
 FS0592
 FS0592.The dynamic height is computed by dividing the NAVD 88
 FS0592.geopotential number by the normal gravity value computed on the
 FS0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0592.degrees latitude (g = 980.6199 gals.).
 FS0592
 FS0592.The modeled gravity was interpolated from observed gravity values.
 FS0592
 FS0592;                    North         East    Units  Estimated Accuracy
 FS0592;SPC NV E     - 8,080,590.      254,950.      MT  (+/- 180 meters Scaled)
 FS0592
 FS0592                          SUPERSEDED SURVEY CONTROL
 FS0592
 FS0592  NGVD 29 (??/??/92) 1087.483  (m)         3567.85   (f) ADJ UNCH    1 2
 FS0592
 FS0592.Superseded values are not recommended for survey control.
 FS0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0592.See file dsdata.txt to determine how the superseded data were derived.
 FS0592
 FS0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV834276(NAD 83)
 FS0592_MARKER: DB = BENCH MARK DISK
 FS0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0592_STAMPING: J 148 1935
 FS0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0592+STABILITY: SURFACE MOTION
 FS0592
 FS0592  HISTORY     - Date     Condition        Report By
 FS0592  HISTORY     - 1935     MONUMENTED       CGS
 FS0592  HISTORY     - 1949     GOOD             NGS
 FS0592  HISTORY     - 19870424 GOOD             USPSQD
 FS0592
 FS0592                          STATION DESCRIPTION
 FS0592
 FS0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0592'3.4 MI W FROM SEARCHLIGHT.
 FS0592'0.2 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 FS0592'SEARCHLIGHT, THENCE 3.2 MILES WEST ALONG STATE HIGHWAY 68, 0.35
 FS0592'MILE WEST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 61 FEET
 FS0592'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET WEST OF A LARGE
 FS0592'JOSHUA TREE, 2.8 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 FS0592'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0592'0.5 FOOT ABOVE GROUND.
 FS0592
 FS0592                          STATION RECOVERY (1987)
 FS0592
 FS0592'RECOVERY NOTE BY US POWER SQUADRON 1987 (LN)
 FS0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0144 ***********************************************************************
 FS0144  DESIGNATION -  J 149
 FS0144  PID         -  FS0144
 FS0144  STATE/COUNTY-  NV/CLARK
 FS0144  USGS QUAD   -  NELSON SW (1984)
 FS0144
 FS0144                         *CURRENT SURVEY CONTROL
 FS0144  ___________________________________________________________________
 FS0144* NAD 83(1986)-  35 35 12.     (N)    114 54 03.     (W)     SCALED    
 FS0144* NAVD 88     -       966.324  (meters)    3170.35   (feet)  POSTED    
 FS0144  ___________________________________________________________________
 FS0144  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FS0144  DYNAMIC HT  -         965.230 (meters)    3166.76  (feet)  COMP
 FS0144  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 FS0144
 FS0144  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0144
 FS0144.The horizontal coordinates were scaled from a topographic map and have
 FS0144.an estimated accuracy of +/- 6 seconds.
 FS0144
 FS0144.The orthometric height was determined by differential leveling
 FS0144.and adjusted by the National Geodetic Survey in 1992..
 FS0144.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0144.rate of 0.0 thru 1.0 mm/km.
 FS0144
 FS0144.The geoid height was determined by GEOID03.
 FS0144
 FS0144.The dynamic height is computed by dividing the NAVD 88
 FS0144.geopotential number by the normal gravity value computed on the
 FS0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0144.degrees latitude (g = 980.6199 gals.).
 FS0144
 FS0144.The modeled gravity was interpolated from observed gravity values.
 FS0144
 FS0144;                    North         East    Units  Estimated Accuracy
 FS0144;SPC NV E     - 8,093,030.      261,850.      MT  (+/- 180 meters Scaled)
 FS0144
 FS0144                          SUPERSEDED SURVEY CONTROL
 FS0144
 FS0144  NGVD 29 (??/??/92)  965.513  (m)         3167.69   (f) ADJ UNCH    1 1
 FS0144
 FS0144.Superseded values are not recommended for survey control.
 FS0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0144.See file dsdata.txt to determine how the superseded data were derived.
 FS0144
 FS0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV901401(NAD 83)
 FS0144_MARKER: DB = BENCH MARK DISK
 FS0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0144_STAMPING: J 149 1935
 FS0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0144+STABILITY: SURFACE MOTION
 FS0144
 FS0144  HISTORY     - Date     Condition        Report By
 FS0144  HISTORY     - 1935     MONUMENTED       CGS
 FS0144  HISTORY     - 1949     GOOD             NGS
 FS0144  HISTORY     - 1963     GOOD             NGS
 FS0144
 FS0144                          STATION DESCRIPTION
 FS0144
 FS0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0144'9.3 MI N FROM SEARCHLIGHT.
 FS0144'9.3 MILES NORTH ALONG OLD STATE HIGHWAY 5 FROM THE POST OFFICE AT
 FS0144'SEARCHLIGHT, 0.4 MILE SOUTH OF THE Y JUNCTION OF A GRADED ROAD
 FS0144'LEADING NORTH TO NELSON, 55 YARDS SOUTHEAST OF A POINT WHERE THE
 FS0144'HIGHWAY CROSSES A WASH, 130 FEET SOUTHWEST OF THE APPROXIMATE
 FS0144'CENTER OF A WASH, 53 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0144'2.8 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 FS0144'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 FS0144'ABOVE THE GROUND.
 FS0144
 FS0144                          STATION RECOVERY (1963)
 FS0144
 FS0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0243 ***********************************************************************
 FS0243  DESIGNATION -  J 150
 FS0243  PID         -  FS0243
 FS0243  STATE/COUNTY-  NV/CLARK
 FS0243  USGS QUAD   -  ROACH (1985)
 FS0243
 FS0243                         *CURRENT SURVEY CONTROL
 FS0243  ___________________________________________________________________
 FS0243* NAD 83(1986)-  35 43 20.     (N)    115 20 21.     (W)     SCALED    
 FS0243* NAVD 88     -       827.642  (meters)    2715.36   (feet)  POSTED    
 FS0243  ___________________________________________________________________
 FS0243  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FS0243  DYNAMIC HT  -         826.740 (meters)    2712.40  (feet)  COMP
 FS0243  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 FS0243
 FS0243  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0243
 FS0243.The horizontal coordinates were scaled from a topographic map and have
 FS0243.an estimated accuracy of +/- 6 seconds.
 FS0243
 FS0243.The orthometric height was determined by differential leveling
 FS0243.and adjusted by the National Geodetic Survey in 1992..
 FS0243.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0243.rate of 1.1 thru 2.0 mm/km.
 FS0243
 FS0243.The geoid height was determined by GEOID03.
 FS0243
 FS0243.The dynamic height is computed by dividing the NAVD 88
 FS0243.geopotential number by the normal gravity value computed on the
 FS0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0243.degrees latitude (g = 980.6199 gals.).
 FS0243
 FS0243.The modeled gravity was interpolated from observed gravity values.
 FS0243
 FS0243;                    North         East    Units  Estimated Accuracy
 FS0243;SPC NV E     - 8,107,880.      222,090.      MT  (+/- 180 meters Scaled)
 FS0243
 FS0243                          SUPERSEDED SURVEY CONTROL
 FS0243
 FS0243  NGVD 29 (??/??/92)  826.860  (m)         2712.79   (f) ADJ UNCH    1 2
 FS0243
 FS0243.Superseded values are not recommended for survey control.
 FS0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0243.See file dsdata.txt to determine how the superseded data were derived.
 FS0243
 FS0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV502544(NAD 83)
 FS0243_MARKER: DB = BENCH MARK DISK
 FS0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0243_STAMPING: J 150 1935
 FS0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0243+STABILITY: SURFACE MOTION
 FS0243
 FS0243  HISTORY     - Date     Condition        Report By
 FS0243  HISTORY     - 1935     MONUMENTED       CGS
 FS0243  HISTORY     - 1949     GOOD             NGS
 FS0243  HISTORY     - 1955     GOOD             NGS
 FS0243
 FS0243                          STATION DESCRIPTION
 FS0243
 FS0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0243'4 MI S FROM JEAN.
 FS0243'4.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0243'AT JEAN, 20 RAILS NORTH OF A RAILROAD INSTRUMENT HOUSE AND NORTH
 FS0243'END OF BORAX SIDING, 36 FEET SOUTHWEST OF THE 5TH POLE NORTH
 FS0243'OF MILE POLE 297, 56.3 FEET WEST OF THE WEST RAIL, 2.6 FEET SOUTH
 FS0243'OF A WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE TRACK, AND SET
 FS0243'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 FS0243'GROUND.
 FS0243
 FS0243                          STATION RECOVERY (1955)
 FS0243
 FS0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0500 ***********************************************************************
 HQ0500  DESIGNATION -  J 16
 HQ0500  PID         -  HQ0500
 HQ0500  STATE/COUNTY-  NV/NYE
 HQ0500  USGS QUAD   -  THIRSTY CANYON SW (1986)
 HQ0500
 HQ0500                         *CURRENT SURVEY CONTROL
 HQ0500  ___________________________________________________________________
 HQ0500* NAD 83(1986)-  37 00 21.     (N)    116 43 14.     (W)     SCALED    
 HQ0500* NAVD 88     -      1122.565  (meters)    3682.95   (feet)  POSTED    
 HQ0500  ___________________________________________________________________
 HQ0500  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 HQ0500  DYNAMIC HT  -        1121.370 (meters)    3679.03  (feet)  COMP
 HQ0500  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 HQ0500
 HQ0500  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HQ0500
 HQ0500.The horizontal coordinates were scaled from a topographic map and have
 HQ0500.an estimated accuracy of +/- 6 seconds.
 HQ0500
 HQ0500.The orthometric height was determined by differential leveling
 HQ0500.and adjusted by the National Geodetic Survey in 1992..
 HQ0500.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HQ0500.rate of 0.0 thru 1.0 mm/km.
 HQ0500
 HQ0500.The geoid height was determined by GEOID03.
 HQ0500
 HQ0500.The dynamic height is computed by dividing the NAVD 88
 HQ0500.geopotential number by the normal gravity value computed on the
 HQ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0500.degrees latitude (g = 980.6199 gals.).
 HQ0500
 HQ0500.The modeled gravity was interpolated from observed gravity values.
 HQ0500
 HQ0500;                    North         East    Units  Estimated Accuracy
 HQ0500;SPC NV C     - 6,250,280.      495,200.      MT  (+/- 180 meters Scaled)
 HQ0500
 HQ0500                          SUPERSEDED SURVEY CONTROL
 HQ0500
 HQ0500.No superseded survey control is available for this station.
 HQ0500
 HQ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA248955(NAD 83)
 HQ0500_MARKER: DB = BENCH MARK DISK
 HQ0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0500+STABILITY: SURFACE MOTION
 HQ0500
 HQ0500  HISTORY     - Date     Condition        Report By
 HQ0500  HISTORY     - UNK      MONUMENTED       CGS
 HQ0500  HISTORY     - 1952     GOOD             NGS
 HQ0500
 HQ0500                          STATION DESCRIPTION
 HQ0500
 HQ0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0500'3 MI S FROM PIONEER.
 HQ0500'ABOUT 3 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED
 HQ0500'BULLFROG GOLDFIELD RAILROAD FROM PIONEER, NYE COUNTY, OPPOSITE A
 HQ0500'FARMHOUSE ABOUT 0.2 MILE WEST OF THE TRACK, AND 33 FEET WEST
 HQ0500'OF THE CENTER LINE OF THE OLD ROADBED.  A STANDARD DISK, SET
 HQ0500'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0066 ***********************************************************************
 GR0066  DESIGNATION -  J 160
 GR0066  PID         -  GR0066
 GR0066  STATE/COUNTY-  NV/CLARK
 GR0066  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0066
 GR0066                         *CURRENT SURVEY CONTROL
 GR0066  ___________________________________________________________________
 GR0066* NAD 83(1994)-  36 45 47.27871(N)    114 18 23.90720(W)     ADJUSTED  
 GR0066* NAVD 88     -       640.258  (meters)    2100.58   (feet)  POSTED    
 GR0066  ___________________________________________________________________
 GR0066  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 GR0066  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GR0066  DYNAMIC HT  -         639.630 (meters)    2098.52  (feet)  COMP
 GR0066  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 GR0066
 GR0066  HORZ ORDER  -  SECOND
 GR0066  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0066
 GR0066.The horizontal coordinates were established by classical geodetic methods
 GR0066.and adjusted by the National Geodetic Survey in June 1998..
 GR0066
 GR0066.The orthometric height was determined by differential leveling
 GR0066.and adjusted by the National Geodetic Survey in 1992..
 GR0066.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0066.rate of 0.0 thru 1.0 mm/km.
 GR0066
 GR0066.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0066
 GR0066.The geoid height was determined by GEOID03.
 GR0066
 GR0066.The dynamic height is computed by dividing the NAVD 88
 GR0066.geopotential number by the normal gravity value computed on the
 GR0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0066.degrees latitude (g = 980.6199 gals.).
 GR0066
 GR0066.The modeled gravity was interpolated from observed gravity values.
 GR0066
 GR0066;                    North         East     Units Scale Factor Converg.
 GR0066;SPC NV E     - 8,224,104.018   313,983.361   MT  1.00006001   +0 45 51.1
 GR0066;SPC NV E     -26,981,914.60  1,030,127.08   sFT  1.00006001   +0 45 51.1
 GR0066;UTM  11      - 4,071,979.845   740,411.140   MT  1.00031211   +1 36 46.0
 GR0066
 GR0066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0066!SPC NV E     -   0.99990371  x   1.00006001  =   0.99996371
 GR0066!UTM  11      -   0.99990371  x   1.00031211  =   1.00021579
 GR0066
 GR0066:                Primary Azimuth Mark                     Grid Az
 GR0066:SPC NV E     -  LOS ANGELES SALT LK AWY BCN 32           002 29 59.5
 GR0066:UTM  11      -  LOS ANGELES SALT LK AWY BCN 32           001 39 04.6
 GR0066
 GR0066|---------------------------------------------------------------------|
 GR0066| PID    Reference Object                     Distance      Geod. Az  |
 GR0066|                                                           dddmmss.s |
 GR0066| GR1830 LOS ANGELES SALT LK AWY BCN 32      APPROX.10.4 KM 0031550.6 |
 GR0066| CC5159 J 160 RM 1                           15.836 METERS 03352     |
 GR0066| GR1821 LITTLE VIRGIN CAIRN                 APPROX.22.6 KM 1744934.2 |
 GR0066| CC5158 J 160 AZ MK                                        2714310.9 |
 GR0066| CC5160 J 160 RM 2                           14.462 METERS 29829     |
 GR0066|---------------------------------------------------------------------|
 GR0066
 GR0066                          SUPERSEDED SURVEY CONTROL
 GR0066
 GR0066  NAD 83(1994)-  36 45 47.27836(N)    114 18 23.90581(W) AD(       ) 2
 GR0066  NAD 83(1992)-  36 45 47.27746(N)    114 18 23.90645(W) AD(       ) 2
 GR0066  NAD 83(1986)-  36 45 47.27279(N)    114 18 23.90291(W) AD(       ) 2
 GR0066  NAD 27      -  36 45 47.37100(N)    114 18 20.99600(W) AD(       ) 2
 GR0066  NGVD 29 (??/??/92)  639.562  (m)         2098.30   (f) ADJ UNCH    1 1
 GR0066
 GR0066.Superseded values are not recommended for survey control.
 GR0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0066.See file dsdata.txt to determine how the superseded data were derived.
 GR0066
 GR0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA4041171980(NAD 83)
 GR0066_MARKER: DB = BENCH MARK DISK
 GR0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0066_STAMPING: J 160 1935
 GR0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0066+STABILITY: SURFACE MOTION
 GR0066
 GR0066  HISTORY     - Date     Condition        Report By
 GR0066  HISTORY     - 1935     MONUMENTED       CGS
 GR0066  HISTORY     - 1944     GOOD             CGS
 GR0066  HISTORY     - 1946     GOOD             CGS
 GR0066  HISTORY     - 1954     GOOD             CGS
 GR0066  HISTORY     - 1957     GOOD             CGS
 GR0066  HISTORY     - 1971     GOOD             LAWPC
 GR0066  HISTORY     - 1971     GOOD             NGS
 GR0066
 GR0066                          STATION DESCRIPTION
 GR0066
 GR0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GR0066'14.2 MI SW FROM BUNKERVILLE.
 GR0066'12.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 91 FROM BUNKERVILLE, CLARK
 GR0066'COUNTY, 0.9 MILE NORTHEAST OF THE CROSSING OF A LINE OF POLES, 0.6
 GR0066'MILE WEST OF A LARGE DIP IN THE HIGHWAY, 51.4 FEET NORTH-NORTHWEST OF
 GR0066'THE CENTERLINE OF THE HIGHWAY, AND 3.5 FEET EAST-NORTHEAST OF A WHITE
 GR0066'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 160 1935 AND SET IN
 GR0066'THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 GR0066'NOTE-- THE MARK LIES ON THE NORTH SIDE OF THE OLD HIGHWAY, AT THE
 GR0066'NORTHWEST CORNER OF THE INTERSECTION WITH A TRACK ROAD TO THE NORTH
 GR0066'WHICH CONNECTS THE OLD AND NEW ROADS.
 GR0066
 GR0066                          STATION RECOVERY (1944)
 GR0066
 GR0066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 GR0066'STATION IS ABOUT 17 MILES (AIR LINE) NE OF GLENDALE.  IT IS ALONG
 GR0066'THE MORMON FLATS, OVERLOOKING ALL THE COUNTRY S INTO THE LAKE
 GR0066'MEAD BASIN.  IT IS 150 FEET SSE OF POWER-TRANSMISSION LINE,
 GR0066'51.4 FEET NNW OF THE CENTER LINE OF U.S. HIGHWAY 91, AND 3-1/2
 GR0066'FEET ENE OF A 4- BY 4-INCH WHITE WITNESS POST.
 GR0066'
 GR0066'STATION MARK IS A BRONZE BENCH-MARK DISK SET IN A 9-INCH-SQUARE
 GR0066'CONCRETE POST PROJECTING ABOUT 12 INCHES.  IT IS STAMPED J 160 1935.
 GR0066'
 GR0066'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GR0066'BEDROCK.  IT PROJECTS ABOUT 1 INCH AND IS STAMPED J 160 1944
 GR0066'NO 1.
 GR0066'
 GR0066'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 14-INCH-SQUARE
 GR0066'CONCRETE POST PROJECTING ABOUT ONE INCH.  IT IS STAMPED J 160
 GR0066'1944 NO 2.
 GR0066'
 GR0066'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A 12-INCH CONCRETE
 GR0066'CYLINDER PROJECTING 6 INCHES.  IT IS STAMPED J 160 1944.  IT
 GR0066'IS 70.1 FEET NNW OF THE CENTER LINE OF U.S. HIGHWAY 91, 20.5
 GR0066'FEET NNW OF A 6- BY 6-INCH CONCRETE RIGHT-OF-WAY POST, AND
 GR0066'1/2 FOOT FROM A 4- BY 4-INCH WHITE WITNESS POST.
 GR0066'
 GR0066'TO REACH STATION FROM GLENDALE, GO NE ON U.S. HIGHWAY 91 FOR
 GR0066'2.3 MILES FROM THE SHELL SERVICE STATION TO THE JUNCTION OF
 GR0066'STATE HIGHWAY 12.  CONTINUE ON HIGHWAY 91 FOR 10.3 MILES TO C.C.C.
 GR0066'CAMP LEADING N.  CONTINUE ON THE HIGHWAY 4.0 MILES TO STATION
 GR0066'WHICH IS ABOUT ONE MILE E OF A TELEPHONE LINE CROSSING THE
 GR0066'HIGHWAY.
 GR0066
 GR0066                          STATION RECOVERY (1946)
 GR0066
 GR0066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (LGC)
 GR0066'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 GR0066'AS DESCRIBED.
 GR0066
 GR0066                          STATION RECOVERY (1954)
 GR0066
 GR0066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 GR0066'RECOVERED.  THE STATION, BOTH REFERENCE MARKS, AND AZIMUTH MARK
 GR0066'WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 GR0066'WITH THE FOLLOWING ADDITION--
 GR0066'
 GR0066'THE MARK LIES ABOUT 1/2 MI. S OF THE PRESENT ROUTE 91, ON THE
 GR0066'N SIDE OF THE OLD HIGHWAY, AND AT THE JUNCTION OF A TRACK ROAD
 GR0066'BETWEEN THE OLD AND NEW ROADS.
 GR0066
 GR0066                          STATION RECOVERY (1957)
 GR0066
 GR0066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR0066'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 GR0066'GOOD CONDITION.
 GR0066'
 GR0066'HOWEVER THE HIGHWAY 91 MENTIONED IN THE DESCRIPTION HAS BEEN
 GR0066'ABANDONED HEREIN IS A NEW DESCRIPTION TO REACH STATION.
 GR0066'
 GR0066'TO REACH FROM THE STANDARD SERVICE STATION IN GLENDALE, GO
 GR0066'EASTERLY ON U.S. HIGHWAY 91 FOR 2.3 MILES TO THE JUNCTION WITH
 GR0066'STATE HIGHWAY 12, CONTINUE EASTERLY TOWARDS MESQUITE ON HIGHWAY
 GR0066'91 FOR 11.85 MILE TO A BRIDGE OVER A DRY WASH AND A FORK, TAKE
 GR0066'RIGHT FORK (OLD HIGHWAY WITH A ROAD BLOCKADE) AND GO EAST FOR
 GR0066'2.05 MILE TO STATION ON THE LEFT 51.4 FEET NORTH OF CENTERLINE
 GR0066'OF ABANDONED HIGHWAY.
 GR0066
 GR0066                          STATION RECOVERY (1971)
 GR0066
 GR0066'RECOVERY NOTE BY LA WTR AND PWR COMM 1971 (CR)
 GR0066'J 160 1935-RECOVERED IN GOOD CONDITION.
 GR0066
 GR0066                          STATION RECOVERY (1971)
 GR0066
 GR0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GR0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0653 ***********************************************************************
 GR0653  DESIGNATION -  J 161
 GR0653  PID         -  GR0653
 GR0653  STATE/COUNTY-  NV/CLARK
 GR0653  USGS QUAD   -  DRY LAKE (1986)
 GR0653
 GR0653                         *CURRENT SURVEY CONTROL
 GR0653  ___________________________________________________________________
 GR0653* NAD 83(1986)-  36 29 51.     (N)    114 46 24.     (W)     SCALED    
 GR0653* NAVD 88     -       620.056  (meters)    2034.30   (feet)  ADJUSTED  
 GR0653  ___________________________________________________________________
 GR0653  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 GR0653  DYNAMIC HT  -         619.439 (meters)    2032.28  (feet)  COMP
 GR0653  MODELED GRAV-     979,616.9   (mgal)                       NAVD 88
 GR0653  OBS GRAVITY -     979,618.6   (mgal)                       GRAV_OBS
 GR0653
 GR0653  VERT ORDER  -  FIRST     CLASS II
 GR0653
 GR0653.The horizontal coordinates were scaled from a topographic map and have
 GR0653.an estimated accuracy of +/- 6 seconds.
 GR0653
 GR0653.The orthometric height was determined by differential leveling
 GR0653.and adjusted by the National Geodetic Survey in June 1991..
 GR0653
 GR0653.The geoid height was determined by GEOID03.
 GR0653
 GR0653.The dynamic height is computed by dividing the NAVD 88
 GR0653.geopotential number by the normal gravity value computed on the
 GR0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0653.degrees latitude (g = 980.6199 gals.).
 GR0653
 GR0653.The modeled gravity was interpolated from observed gravity values.
 GR0653.The observed gravity was obtained from relative gravimeter ties
 GR0653.to the IGSN71 gravity network.
 GR0653
 GR0653;                    North         East    Units  Estimated Accuracy
 GR0653;SPC NV E     - 8,194,170.      272,570.      MT  (+/- 180 meters Scaled)
 GR0653
 GR0653                          SUPERSEDED SURVEY CONTROL
 GR0653
 GR0653  NGVD 29 (??/??/92)  619.341  (m)         2031.95   (f) ADJ UNCH    1 2
 GR0653
 GR0653.Superseded values are not recommended for survey control.
 GR0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0653.See file dsdata.txt to determine how the superseded data were derived.
 GR0653
 GR0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA994414(NAD 83)
 GR0653_MARKER: DB = BENCH MARK DISK
 GR0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0653_STAMPING: J 161 1935
 GR0653_MARK LOGO: CGS   
 GR0653_PROJECTION: PROJECTING 20 CENTIMETERS
 GR0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0653+STABILITY: SURFACE MOTION
 GR0653
 GR0653  HISTORY     - Date     Condition        Report By
 GR0653  HISTORY     - 1935     MONUMENTED       CGS
 GR0653  HISTORY     - 1957     GOOD             NGS
 GR0653  HISTORY     - 1970     GOOD             NGS
 GR0653  HISTORY     - 1983     GOOD             NGS
 GR0653
 GR0653                          STATION DESCRIPTION
 GR0653
 GR0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0653'15.3 MI SW FROM MOAPA.
 GR0653'15.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0653'AT MOAPA, IN T 16 S, R 64 E, SOUTHWEST CORNER OF SECTION 36, 1.0 MILE
 GR0653'SOUTHWEST OF THE OLD CRYSTAL SIDING ON TOP OF A SMALL KNOLL, 130.5
 GR0653'FEET SOUTHEAST OF AND ACROSS THE TRACK FROM THE 6TH TELEPHONE POLE
 GR0653'SOUTHWEST OF MILEPOLE 368, 86.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 GR0653'ABOUT 112 YARDS NORTHWEST OF CENTER LINE OF U.S. HIGHWAY 91 AND 93, 3
 GR0653'FEET NORTH OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK, AND
 GR0653'SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 GR0653
 GR0653                          STATION RECOVERY (1970)
 GR0653
 GR0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GR0653'RECOVERED IN GOOD CONDITION.
 GR0653
 GR0653                          STATION RECOVERY (1983)
 GR0653
 GR0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0653'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0653'25.15 KM (15.85 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST
 GR0653'END OF THE HIGHWAY BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 1.15 KM
 GR0653'(0.7 MI) SOUTHWEST OF THE THE BRIDGE OVER THE PAVED ROAD LEADING
 GR0653'SOUTHEAST TO THE VALLEY OF FIRE, 0.15 KM (0.1 MI) WEST ACROSS COUNTRY
 GR0653'FROM MILEPOST 75, 92.0 METERS (302 FT) NORTHWEST OF THE CENTERLINE OF
 GR0653'THE SOUTH BOUND LANE, 26.2 METERS (86.5 FT) SOUTHEAST OF THE SOUTHEAST
 GR0653'RAIL OF THE UNION PACIFIC RAILROAD, 21.0 METERS (69 FT) SOUTH OF THE
 GR0653'SEVENTH TELEPHONE POLE SOUTHWEST OF RAILROAD MILE POLE 386, 3.8 METERS
 GR0653'(12.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 GR0653'THE MARK IS 3.9 METERS  NW FROM A WITNESS POST.
 GR0653'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0748 ***********************************************************************
 GR0748  DESIGNATION -  J 162
 GR0748  PID         -  GR0748
 GR0748  STATE/COUNTY-  NV/CLARK
 GR0748  USGS QUAD   -  FARRIER (1969)
 GR0748
 GR0748                         *CURRENT SURVEY CONTROL
 GR0748  ___________________________________________________________________
 GR0748* NAD 83(1986)-  36 48 57.     (N)    114 39 19.     (W)     SCALED    
 GR0748* NAVD 88     -       536.864  (meters)    1761.36   (feet)  ADJUSTED  
 GR0748  ___________________________________________________________________
 GR0748  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 GR0748  DYNAMIC HT  -         536.351 (meters)    1759.68  (feet)  COMP
 GR0748  MODELED GRAV-     979,660.4   (mgal)                       NAVD 88
 GR0748
 GR0748  VERT ORDER  -  FIRST     CLASS I
 GR0748
 GR0748.The horizontal coordinates were scaled from a topographic map and have
 GR0748.an estimated accuracy of +/- 6 seconds.
 GR0748
 GR0748.The orthometric height was determined by differential leveling
 GR0748.and adjusted by the National Geodetic Survey in June 1991..
 GR0748.WARNING-Repeat measurements at this control monument indicate possible
 GR0748.vertical movement.
 GR0748
 GR0748.The geoid height was determined by GEOID03.
 GR0748
 GR0748.The dynamic height is computed by dividing the NAVD 88
 GR0748.geopotential number by the normal gravity value computed on the
 GR0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0748.degrees latitude (g = 980.6199 gals.).
 GR0748
 GR0748.The modeled gravity was interpolated from observed gravity values.
 GR0748
 GR0748;                    North         East    Units  Estimated Accuracy
 GR0748;SPC NV E     - 8,229,590.      282,800.      MT  (+/- 180 meters Scaled)
 GR0748
 GR0748                          SUPERSEDED SURVEY CONTROL
 GR0748
 GR0748  NGVD 29 (??/??/92)  536.186  (m)         1759.14   (f) ADJ UNCH    1 1
 GR0748
 GR0748.Superseded values are not recommended for survey control.
 GR0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0748.See file dsdata.txt to determine how the superseded data were derived.
 GR0748
 GR0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA091770(NAD 83)
 GR0748_MARKER: DB = BENCH MARK DISK
 GR0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0748_STAMPING: J 162 1935
 GR0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0748+STABILITY: SURFACE MOTION
 GR0748
 GR0748  HISTORY     - Date     Condition        Report By
 GR0748  HISTORY     - 1935     MONUMENTED       CGS
 GR0748  HISTORY     - 1949     GOOD             NGS
 GR0748  HISTORY     - 1963     GOOD             NGS
 GR0748
 GR0748                          STATION DESCRIPTION
 GR0748
 GR0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0748'10.7 MI N FROM MOAPA.
 GR0748'10.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0748'MOAPA, 7 1/2 POLES NORTH OF MILEPOLE 393, 7 1/2 POLES SOUTH OF A
 GR0748'SIGNBOARD AT FERRIER SIDING, 115 FEET NORTHEAST OF THE NORTHEAST
 GR0748'CORNER OF THE CONCRETE BASE OF A POWER UNIT FOR SIGNALS, 54 FEET WEST
 GR0748'OF A RAILROAD PRIVATE WAY SIGN, 43.5 FEET EAST OF THE EAST RAIL, 5
 GR0748'FEET NORTH OF A TELEPHONE POLE AND IN LINE WITH A ROW OF POLES, 2.9
 GR0748'FEET SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT 4 FEET LOWER THAN THE
 GR0748'TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GR0748
 GR0748                          STATION RECOVERY (1963)
 GR0748
 GR0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0273 ***********************************************************************
 GR0273  DESIGNATION -  J 163
 GR0273  PID         -  GR0273
 GR0273  STATE/COUNTY-  NV/CLARK
 GR0273  USGS QUAD   -  OVERTON BEACH (1983)
 GR0273
 GR0273                         *CURRENT SURVEY CONTROL
 GR0273  ___________________________________________________________________
 GR0273* NAD 83(1986)-  36 28 14.     (N)    114 17 50.     (W)     SCALED    
 GR0273* NAVD 88     -       446.812  (meters)    1465.92   (feet)  POSTED    
 GR0273  ___________________________________________________________________
 GR0273  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 GR0273  DYNAMIC HT  -         446.370 (meters)    1464.47  (feet)  COMP
 GR0273  MODELED GRAV-     979,641.3   (mgal)                       NAVD 88
 GR0273
 GR0273  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0273
 GR0273.The horizontal coordinates were scaled from a topographic map and have
 GR0273.an estimated accuracy of +/- 6 seconds.
 GR0273
 GR0273.The orthometric height was determined by differential leveling
 GR0273.and adjusted by the National Geodetic Survey in 1992..
 GR0273.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0273.rate of 1.1 thru 2.0 mm/km.
 GR0273
 GR0273.The geoid height was determined by GEOID03.
 GR0273
 GR0273.The dynamic height is computed by dividing the NAVD 88
 GR0273.geopotential number by the normal gravity value computed on the
 GR0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0273.degrees latitude (g = 980.6199 gals.).
 GR0273
 GR0273.The modeled gravity was interpolated from observed gravity values.
 GR0273
 GR0273;                    North         East    Units  Estimated Accuracy
 GR0273;SPC NV E     - 8,191,650.      315,260.      MT  (+/- 180 meters Scaled)
 GR0273
 GR0273                          SUPERSEDED SURVEY CONTROL
 GR0273
 GR0273  NGVD 29 (??/??/92)  446.150  (m)         1463.74   (f) ADJ UNCH    1 1
 GR0273
 GR0273.Superseded values are not recommended for survey control.
 GR0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0273.See file dsdata.txt to determine how the superseded data were derived.
 GR0273
 GR0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA421395(NAD 83)
 GR0273_MARKER: DB = BENCH MARK DISK
 GR0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0273_STAMPING: J 163 1935
 GR0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0273+STABILITY: SURFACE MOTION
 GR0273
 GR0273  HISTORY     - Date     Condition        Report By
 GR0273  HISTORY     - 1935     MONUMENTED       CGS
 GR0273  HISTORY     - 1950     GOOD             NGS
 GR0273
 GR0273                          STATION DESCRIPTION
 GR0273
 GR0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0273'38.2 MI S FROM RIVERSIDE.
 GR0273'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0273'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0273'THENCE 11.1 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCE FERRY
 GR0273'ROAD, AT A POINT WHERE THE ROAD CROSSES A SMALL WASH, 32 FEET NORTH OF
 GR0273'THE CENTER LINE OF THE ROAD, 3.1 FEET WEST OF A WITNESS POST, ABOUT 1
 GR0273'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GR0273'PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0011 ***********************************************************************
 GR0011  DESIGNATION -  J 164
 GR0011  PID         -  GR0011
 GR0011  STATE/COUNTY-  NV/CLARK
 GR0011  USGS QUAD   -  OVERTON (1983)
 GR0011
 GR0011                         *CURRENT SURVEY CONTROL
 GR0011  ___________________________________________________________________
 GR0011* NAD 83(1986)-  36 32 29.     (N)    114 23 11.     (W)     SCALED    
 GR0011* NAVD 88     -       568.733  (meters)    1865.92   (feet)  POSTED    
 GR0011  ___________________________________________________________________
 GR0011  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 GR0011  DYNAMIC HT  -         568.170 (meters)    1864.07  (feet)  COMP
 GR0011  MODELED GRAV-     979,625.0   (mgal)                       NAVD 88
 GR0011
 GR0011  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0011
 GR0011.The horizontal coordinates were scaled from a topographic map and have
 GR0011.an estimated accuracy of +/- 6 seconds.
 GR0011
 GR0011.The orthometric height was determined by differential leveling
 GR0011.and adjusted by the National Geodetic Survey in 1992..
 GR0011.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0011.rate of 0.0 thru 1.0 mm/km.
 GR0011
 GR0011.The geoid height was determined by GEOID03.
 GR0011
 GR0011.The dynamic height is computed by dividing the NAVD 88
 GR0011.geopotential number by the normal gravity value computed on the
 GR0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0011.degrees latitude (g = 980.6199 gals.).
 GR0011
 GR0011.The modeled gravity was interpolated from observed gravity values.
 GR0011
 GR0011;                    North         East    Units  Estimated Accuracy
 GR0011;SPC NV E     - 8,199,410.      307,170.      MT  (+/- 180 meters Scaled)
 GR0011
 GR0011                          SUPERSEDED SURVEY CONTROL
 GR0011
 GR0011  NGVD 29 (??/??/92)  568.075  (m)         1863.76   (f) ADJ UNCH    1 1
 GR0011
 GR0011.Superseded values are not recommended for survey control.
 GR0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0011.See file dsdata.txt to determine how the superseded data were derived.
 GR0011
 GR0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA339471(NAD 83)
 GR0011_MARKER: DB = BENCH MARK DISK
 GR0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0011_STAMPING: J 164 1935
 GR0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0011+STABILITY: SURFACE MOTION
 GR0011
 GR0011  HISTORY     - Date     Condition        Report By
 GR0011  HISTORY     - 1935     MONUMENTED       CGS
 GR0011  HISTORY     - 1950     GOOD             NGS
 GR0011  HISTORY     - 1979     GOOD             USGS
 GR0011
 GR0011                          STATION DESCRIPTION
 GR0011
 GR0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0011'7.4 MI E FROM OVERTON.
 GR0011'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT OVERTON,
 GR0011'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3 MILES NORTH
 GR0011'ALONG A GRADED ROAD, THENCE 2.7 MILES NORTHEAST ALONG A TRACK ROAD,
 GR0011'THENCE 3.1 MILES SOUTHEAST ACROSS MORMON MESA, ABOUT 0.5 MILE
 GR0011'NORTHEAST OF THE WEST RIM, 3.4 FEET SOUTHEAST OF A WITNESS POST, AND
 GR0011'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE
 GR0011'GROUND.
 GR0011
 GR0011                          STATION RECOVERY (1979)
 GR0011
 GR0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0011'OVERTON POST OFFICE, 4 MI NORTH AND EAST ALONG ROAD TO MORMON MESA.
 GR0011'THENCE 3.6 MI SE ALONG TRACK RD ON MORMON MESA, CROSS COUNTRY .2 MI
 GR0011'NE OF TRACK RD. 3.4 FT SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF
 GR0011'A CONCRETE POST. STANDARD TABLET STAMPED J 164 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0037 ***********************************************************************
 GR0037  DESIGNATION -  J 165
 GR0037  PID         -  GR0037
 GR0037  STATE/COUNTY-  NV/CLARK
 GR0037  USGS QUAD   -  OVERTON (1983)
 GR0037
 GR0037                         *CURRENT SURVEY CONTROL
 GR0037  ___________________________________________________________________
 GR0037* NAD 83(1986)-  36 32 47.     (N)    114 27 20.     (W)     SCALED    
 GR0037* NAVD 88     -       391.240  (meters)    1283.59   (feet)  POSTED    
 GR0037  ___________________________________________________________________
 GR0037  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 GR0037  DYNAMIC HT  -         390.860 (meters)    1282.35  (feet)  COMP
 GR0037  MODELED GRAV-     979,658.2   (mgal)                       NAVD 88
 GR0037
 GR0037  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0037
 GR0037.The horizontal coordinates were scaled from a topographic map and have
 GR0037.an estimated accuracy of +/- 6 seconds.
 GR0037
 GR0037.The orthometric height was determined by differential leveling
 GR0037.and adjusted by the National Geodetic Survey in 1992..
 GR0037.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0037.rate of 0.0 thru 1.0 mm/km.
 GR0037
 GR0037.The geoid height was determined by GEOID03.
 GR0037
 GR0037.The dynamic height is computed by dividing the NAVD 88
 GR0037.geopotential number by the normal gravity value computed on the
 GR0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0037.degrees latitude (g = 980.6199 gals.).
 GR0037
 GR0037.The modeled gravity was interpolated from observed gravity values.
 GR0037
 GR0037;                    North         East    Units  Estimated Accuracy
 GR0037;SPC NV E     - 8,199,890.      300,970.      MT  (+/- 180 meters Scaled)
 GR0037
 GR0037                          SUPERSEDED SURVEY CONTROL
 GR0037
 GR0037  NGVD 29 (??/??/92)  390.586  (m)         1281.45   (f) ADJ UNCH    1 1
 GR0037
 GR0037.Superseded values are not recommended for survey control.
 GR0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0037.See file dsdata.txt to determine how the superseded data were derived.
 GR0037
 GR0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA277475(NAD 83)
 GR0037_MARKER: DB = BENCH MARK DISK
 GR0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0037_STAMPING: J 165 1935
 GR0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0037+STABILITY: SURFACE MOTION
 GR0037
 GR0037  HISTORY     - Date     Condition        Report By
 GR0037  HISTORY     - 1935     MONUMENTED       CGS
 GR0037  HISTORY     - 1949     GOOD             NGS
 GR0037
 GR0037                          STATION DESCRIPTION
 GR0037
 GR0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0037'0.6 MI NW FROM OVERTON.
 GR0037'0.6 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0037'SIGN AT OVERTON, ABOUT 65 YARDS SOUTHWEST OF A FRAME FARMHOUSE, 6 1/2
 GR0037'RAILS NORTHWEST OF A ROAD CROSSING, 46.0 FEET NORTHEAST OF THE
 GR0037'NORTHEAST RAIL, 1.5 FEET SOUTHWEST OF A FENCE, 2.2 FEET NORTH OF A
 GR0037'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 GR0037'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0001 ***********************************************************************
 FS0001  DESIGNATION -  J 166
 FS0001  PID         -  FS0001
 FS0001  STATE/COUNTY-  NV/CLARK
 FS0001  USGS QUAD   -  BOULDER CITY NW (1983)
 FS0001
 FS0001                         *CURRENT SURVEY CONTROL
 FS0001  ___________________________________________________________________
 FS0001* NAD 83(1986)-  35 59 25.     (N)    114 55 38.     (W)     SCALED    
 FS0001* NAVD 88     -       692.856  (meters)    2273.15   (feet)  ADJUSTED  
 FS0001  ___________________________________________________________________
 FS0001  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FS0001  DYNAMIC HT  -         692.141 (meters)    2270.80  (feet)  COMP
 FS0001  MODELED GRAV-     979,578.3   (mgal)                       NAVD 88
 FS0001
 FS0001  VERT ORDER  -  FIRST     CLASS I
 FS0001
 FS0001.The horizontal coordinates were scaled from a topographic map and have
 FS0001.an estimated accuracy of +/- 6 seconds.
 FS0001
 FS0001.The orthometric height was determined by differential leveling
 FS0001.and adjusted by the National Geodetic Survey in June 1991..
 FS0001
 FS0001.The geoid height was determined by GEOID03.
 FS0001
 FS0001.The dynamic height is computed by dividing the NAVD 88
 FS0001.geopotential number by the normal gravity value computed on the
 FS0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0001.degrees latitude (g = 980.6199 gals.).
 FS0001
 FS0001.The modeled gravity was interpolated from observed gravity values.
 FS0001
 FS0001;                    North         East    Units  Estimated Accuracy
 FS0001;SPC NV E     - 8,137,790.      259,160.      MT  (+/- 180 meters Scaled)
 FS0001
 FS0001                          SUPERSEDED SURVEY CONTROL
 FS0001
 FS0001  NGVD 29 (??/??/92)  692.148  (m)         2270.82   (f) ADJ UNCH    1 1
 FS0001
 FS0001.Superseded values are not recommended for survey control.
 FS0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0001.See file dsdata.txt to determine how the superseded data were derived.
 FS0001
 FS0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV868848(NAD 83)
 FS0001_MARKER: DB = BENCH MARK DISK
 FS0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0001_STAMPING: J 166 1935
 FS0001_PROJECTION: PROJECTING 20 CENTIMETERS
 FS0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0001+STABILITY: SURFACE MOTION
 FS0001
 FS0001  HISTORY     - Date     Condition        Report By
 FS0001  HISTORY     - 1935     MONUMENTED       CGS
 FS0001  HISTORY     - 1949     GOOD             NGS
 FS0001  HISTORY     - 1963     GOOD             NGS
 FS0001  HISTORY     - 1980     GOOD             NGS
 FS0001
 FS0001                          STATION DESCRIPTION
 FS0001
 FS0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0001'1.7 MI NW FROM ALUNITE.
 FS0001'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 FS0001'OF U.S. HIGHWAY 95 AT ALUNITE, 0.1 MILE SOUTHEAST OF THE JUNCTION
 FS0001'OF A DIRT ROAD LEADING SOUTH, 84 FEET SOUTHEAST OF THE CENTER
 FS0001'OF THE SOUTHWEST CONCRETE HEAD WALL OF AN 18-INCH CORRUGATED
 FS0001'METAL PIPE CULVERT, 65.5 FEET SOUTHWEST OF THE CENTER LINE OF
 FS0001'THE SOUTHWEST TRAFFIC LANE, 2.8 FEET SOUTHWEST OF A WITNESS
 FS0001'POST, ABOUT LEVEL WITH THE SOUTHWEST LANE, AND SET IN THE TOP
 FS0001'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FS0001
 FS0001                          STATION RECOVERY (1963)
 FS0001
 FS0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0001'RECOVERED IN GOOD CONDITION.
 FS0001
 FS0001                          STATION RECOVERY (1980)
 FS0001
 FS0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FS0001'28.0 KILOMETERS (17.4 MILES) SOUTHEAST ALONG U. S. HIGHWAY 93 AND 95
 FS0001'FROM THE UNION PACIFIC RAILROAD STATION (UNION PLAZA HOTEL) IN LAS
 FS0001'VEGAS, 1.0 KILOMETER (0.6 MILE) SOUTHEAST OF WAGON WHEEL ROAD,
 FS0001'20.1 METERS (66 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 FS0001'SOUTHBOUND LANES OF THE HIGHWAY, 51.0 METERS (168 FEET) EAST OF A
 FS0001'POWER POLE AND 32.0 METERS (104 FEET) NORTHEAST OF THE CENTERLINE
 FS0001'OF A GRAVEL ROAD LEADING NORTHWEST AND SOUTHEAST.
 FS0001'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FS0001'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0026 ***********************************************************************
 FS0026  DESIGNATION -  J 167 RESET
 FS0026  PID         -  FS0026
 FS0026  STATE/COUNTY-  NV/CLARK
 FS0026  USGS QUAD   -  BOULDER CITY (1983)
 FS0026
 FS0026                         *CURRENT SURVEY CONTROL
 FS0026  ___________________________________________________________________
 FS0026* NAD 83(1986)-  35 58 04.     (N)    114 51 46.     (W)     SCALED    
 FS0026* NAVD 88     -       740.482  (meters)    2429.40   (feet)  ADJUSTED  
 FS0026  ___________________________________________________________________
 FS0026  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FS0026  DYNAMIC HT  -         739.705 (meters)    2426.85  (feet)  COMP
 FS0026  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 FS0026
 FS0026  VERT ORDER  -  FIRST     CLASS I
 FS0026
 FS0026.The horizontal coordinates were scaled from a topographic map and have
 FS0026.an estimated accuracy of +/- 6 seconds.
 FS0026
 FS0026.The orthometric height was determined by differential leveling
 FS0026.and adjusted by the National Geodetic Survey in June 1991..
 FS0026
 FS0026.The geoid height was determined by GEOID03.
 FS0026
 FS0026.The dynamic height is computed by dividing the NAVD 88
 FS0026.geopotential number by the normal gravity value computed on the
 FS0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0026.degrees latitude (g = 980.6199 gals.).
 FS0026
 FS0026.The modeled gravity was interpolated from observed gravity values.
 FS0026
 FS0026;                    North         East    Units  Estimated Accuracy
 FS0026;SPC NV E     - 8,135,340.      264,990.      MT  (+/- 180 meters Scaled)
 FS0026
 FS0026                          SUPERSEDED SURVEY CONTROL
 FS0026
 FS0026  NGVD 29 (??/??/92)  739.763  (m)         2427.04   (f) ADJ UNCH    1 1
 FS0026
 FS0026.Superseded values are not recommended for survey control.
 FS0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0026.See file dsdata.txt to determine how the superseded data were derived.
 FS0026
 FS0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV927824(NAD 83)
 FS0026_MARKER: DB = BENCH MARK DISK
 FS0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0026_STAMPING: J 167 RESET 1949
 FS0026_MARK LOGO: CGS   
 FS0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0026+STABILITY: SURFACE MOTION
 FS0026
 FS0026  HISTORY     - Date     Condition        Report By
 FS0026  HISTORY     - 1949     MONUMENTED       NVDH
 FS0026  HISTORY     - 1950     GOOD             NGS
 FS0026  HISTORY     - 1963     GOOD             NGS
 FS0026  HISTORY     - 1981     GOOD             NGS
 FS0026
 FS0026                          STATION DESCRIPTION
 FS0026
 FS0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0026'1.9 MI W FROM BOULDER CITY.
 FS0026'1.9 MILE WEST ALONG U.S. HIGHWAY 93 FROM THE BUREAU OF
 FS0026'RECLAMATION ADMINISTRATION BUILDING AT BOULDER CITY, 0.7 MILE
 FS0026'WEST OF THE WEST EDGE OF THE GOVERNMENT RESERVATION, 0.1 MILE
 FS0026'WEST OF A TELEPHONE LINE ACROSS THE HIGHWAY, 0.1 MILE EAST OF A
 FS0026'POWER TRANSMISSION LINE ACROSS THE HIGHWAY, ON THE TOP OF A
 FS0026'SMALL GRAVEL EMBANKMENT EXTENDING SOUTH FROM THE SOUTH LANE, 78
 FS0026'FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANE, 8 FEET EAST
 FS0026'OF THE CENTER LINE OF A DIM TRACK ROAD, 4.0 FEET NORTH OF A
 FS0026'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE SOUTH LANE, AND SET
 FS0026'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 FS0026'GROUND.
 FS0026
 FS0026                          STATION RECOVERY (1963)
 FS0026
 FS0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0026'RECOVERED IN GOOD CONDITION.
 FS0026
 FS0026                          STATION RECOVERY (1981)
 FS0026
 FS0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0451 ***********************************************************************
 GR0451  DESIGNATION -  J 168
 GR0451  PID         -  GR0451
 GR0451  STATE/COUNTY-  NV/CLARK
 GR0451  USGS QUAD   -  GOVERNMENT WASH (1970)
 GR0451
 GR0451                         *CURRENT SURVEY CONTROL
 GR0451  ___________________________________________________________________
 GR0451* NAD 83(1986)-  36 12 49.     (N)    114 49 01.     (W)     SCALED    
 GR0451* NAVD 88     -       572.493  (meters)    1878.25   (feet)  POSTED    
 GR0451  ___________________________________________________________________
 GR0451  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 GR0451  DYNAMIC HT  -         571.930 (meters)    1876.41  (feet)  COMP
 GR0451  MODELED GRAV-     979,632.3   (mgal)                       NAVD 88
 GR0451
 GR0451  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0451
 GR0451.The horizontal coordinates were scaled from a topographic map and have
 GR0451.an estimated accuracy of +/- 6 seconds.
 GR0451
 GR0451.The orthometric height was determined by differential leveling
 GR0451.and adjusted by the National Geodetic Survey in 1992..
 GR0451.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0451.rate of 0.0 thru 1.0 mm/km.
 GR0451
 GR0451.The geoid height was determined by GEOID03.
 GR0451
 GR0451.The dynamic height is computed by dividing the NAVD 88
 GR0451.geopotential number by the normal gravity value computed on the
 GR0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0451.degrees latitude (g = 980.6199 gals.).
 GR0451
 GR0451.The modeled gravity was interpolated from observed gravity values.
 GR0451
 GR0451;                    North         East    Units  Estimated Accuracy
 GR0451;SPC NV E     - 8,162,640.      268,910.      MT  (+/- 180 meters Scaled)
 GR0451
 GR0451                          SUPERSEDED SURVEY CONTROL
 GR0451
 GR0451  NGVD 29 (??/??/92)  571.817  (m)         1876.04   (f) ADJ UNCH    1 1
 GR0451
 GR0451.Superseded values are not recommended for survey control.
 GR0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0451.See file dsdata.txt to determine how the superseded data were derived.
 GR0451
 GR0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA962098(NAD 83)
 GR0451_MARKER: DB = BENCH MARK DISK
 GR0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0451_STAMPING: J 168 1935
 GR0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0451+STABILITY: SURFACE MOTION
 GR0451
 GR0451  HISTORY     - Date     Condition        Report By
 GR0451  HISTORY     - 1935     MONUMENTED       CGS
 GR0451  HISTORY     - 1963     GOOD             NGS
 GR0451
 GR0451                          STATION DESCRIPTION
 GR0451
 GR0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0451'14.3 MI S FROM APEX SIDING.
 GR0451'9.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM APEX SIDING, THENCE 4.7
 GR0451'MILES EAST ALONG A TRACK ROAD, 0.4 MILE EAST OF THE JUNCTION OF A DIRT
 GR0451'ROAD LEADING SOUTHEAST, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GR0451'ROAD, 2.3 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 GR0451'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 GR0451'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0160 ***********************************************************************
 FS0160  DESIGNATION -  J 170
 FS0160  PID         -  FS0160
 FS0160  STATE/COUNTY-  NV/CLARK
 FS0160  USGS QUAD   -  SLOAN (1989)
 FS0160
 FS0160                         *CURRENT SURVEY CONTROL
 FS0160  ___________________________________________________________________
 FS0160* NAD 83(1986)-  35 58 39.     (N)    115 13 27.     (W)     SCALED    
 FS0160* NAVD 88     -       800.146  (meters)    2625.15   (feet)  ADJUSTED  
 FS0160  ___________________________________________________________________
 FS0160  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 FS0160  DYNAMIC HT  -         799.308 (meters)    2622.40  (feet)  COMP
 FS0160  MODELED GRAV-     979,558.7   (mgal)                       NAVD 88
 FS0160
 FS0160  VERT ORDER  -  FIRST     CLASS II
 FS0160
 FS0160.The horizontal coordinates were scaled from a topographic map and have
 FS0160.an estimated accuracy of +/- 6 seconds.
 FS0160
 FS0160.The orthometric height was determined by differential leveling
 FS0160.and adjusted by the National Geodetic Survey in June 1991..
 FS0160
 FS0160.The geoid height was determined by GEOID03.
 FS0160
 FS0160.The dynamic height is computed by dividing the NAVD 88
 FS0160.geopotential number by the normal gravity value computed on the
 FS0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0160.degrees latitude (g = 980.6199 gals.).
 FS0160
 FS0160.The modeled gravity was interpolated from observed gravity values.
 FS0160
 FS0160;                    North         East    Units  Estimated Accuracy
 FS0160;SPC NV E     - 8,136,230.      232,390.      MT  (+/- 180 meters Scaled)
 FS0160
 FS0160                          SUPERSEDED SURVEY CONTROL
 FS0160
 FS0160  NGVD 29 (??/??/92)  799.405  (m)         2622.71   (f) ADJ UNCH    1 2
 FS0160
 FS0160.Superseded values are not recommended for survey control.
 FS0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0160.See file dsdata.txt to determine how the superseded data were derived.
 FS0160
 FS0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV601829(NAD 83)
 FS0160_MARKER: DB = BENCH MARK DISK
 FS0160_SETTING: 66 = SET IN ROCK OUTCROP
 FS0160_SP_SET: ROCK OUTCROP
 FS0160_STAMPING: J 170 1935
 FS0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0160+STABILITY: POSITION/ELEVATION WELL
 FS0160
 FS0160  HISTORY     - Date     Condition        Report By
 FS0160  HISTORY     - 1935     MONUMENTED       CGS
 FS0160  HISTORY     - 1949     GOOD             NGS
 FS0160  HISTORY     - 1963     GOOD             NGS
 FS0160  HISTORY     - 1980     GOOD             NGS
 FS0160
 FS0160                          STATION DESCRIPTION
 FS0160
 FS0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0160'15.1 MI S FROM LAS VEGAS.
 FS0160'15.1 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0160'AT LAS VEGAS, ABOUT 5 1/2 POLES NORTHWEST OF MILE POLE 319, ON
 FS0160'THE INSIDE OF A CURVE, 10 RAILS NORTHWEST OF CULVERT 319.10, ABOUT
 FS0160'280 FEET SOUTHEAST OF THE SOUTHEAST END OF A DEEP ROCK CUT, IN
 FS0160'THE TOP OF A LEDGE AT THE BASE OF AN OUTCROP, 9.0 FEET SOUTHWEST
 FS0160'OF THE SOUTHWEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF
 FS0160'THE RAIL.
 FS0160
 FS0160                          STATION RECOVERY (1963)
 FS0160
 FS0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0160'RECOVERED IN GOOD CONDITION.
 FS0160
 FS0160                          STATION RECOVERY (1980)
 FS0160
 FS0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FS0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1392 ***********************************************************************
 GR1392  CBN         -  This is a Cooperative Base Network Control Station.
 GR1392  DESIGNATION -  J 171
 GR1392  PID         -  GR1392
 GR1392  STATE/COUNTY-  NV/CLARK
 GR1392  USGS QUAD   -  APEX (1986)
 GR1392
 GR1392                         *CURRENT SURVEY CONTROL
 GR1392  ___________________________________________________________________
 GR1392* NAD 83(1999)-  36 20 28.05477(N)    114 55 04.37713(W)     ADJUSTED  
 GR1392* NAVD 88     -       734.658  (meters)    2410.29   (feet)  ADJUSTED  
 GR1392  ___________________________________________________________________
 GR1392  EPOCH DATE  -        1999.37
 GR1392  X           -  -2,167,360.666 (meters)                     COMP
 GR1392  Y           -  -4,665,365.501 (meters)                     COMP
 GR1392  Z           -   3,759,167.407 (meters)                     COMP
 GR1392  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GR1392  ELLIP HEIGHT-         707.30  (meters)          (05/16/00) GPS OBS
 GR1392  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GR1392  DYNAMIC HT  -         733.914 (meters)    2407.85  (feet)  COMP
 GR1392  MODELED GRAV-     979,595.7   (mgal)                       NAVD 88
 GR1392
 GR1392  HORZ ORDER  -  A
 GR1392  VERT ORDER  -  FIRST     CLASS II
 GR1392  ELLP ORDER  -  FOURTH    CLASS I
 GR1392
 GR1392.The horizontal coordinates were established by GPS observations
 GR1392.and adjusted by the National Geodetic Survey in May 2000..
 GR1392.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 GR1392.DATUM ITEM on the data sheet items page.
 GR1392.The horizontal coordinates are valid at the epoch date displayed above.
 GR1392.The epoch date for horizontal control is a decimal equivalence
 GR1392.of Year/Month/Day.
 GR1392
 GR1392.The orthometric height was determined by differential leveling
 GR1392.and adjusted by the National Geodetic Survey in June 1991..
 GR1392
 GR1392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GR1392
 GR1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1392
 GR1392.The ellipsoidal height was determined by GPS observations
 GR1392.and is referenced to NAD 83.
 GR1392
 GR1392.The geoid height was determined by GEOID03.
 GR1392
 GR1392.The dynamic height is computed by dividing the NAVD 88
 GR1392.geopotential number by the normal gravity value computed on the
 GR1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1392.degrees latitude (g = 980.6199 gals.).
 GR1392
 GR1392.The modeled gravity was interpolated from observed gravity values.
 GR1392
 GR1392;                    North         East     Units Scale Factor Converg.
 GR1392;SPC NV E     - 8,176,724.371   259,734.464   MT  0.99994395   +0 23 39.7
 GR1392;SPC NV E     -26,826,469.87    852,145.49   sFT  0.99994395   +0 23 39.7
 GR1392;UTM  11      - 4,023,797.894   686,857.145   MT  1.00003021   +1 14 03.1
 GR1392
 GR1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1392!SPC NV E     -   0.99988901  x   0.99994395  =   0.99983296
 GR1392!UTM  11      -   0.99988901  x   1.00003021  =   0.99991921
 GR1392
 GR1392                          SUPERSEDED SURVEY CONTROL
 GR1392
 GR1392  NAD 83(1994)-  36 20 28.05402(N)    114 55 04.37544(W) AD(       ) B
 GR1392  ELLIP H (03/30/95)  707.33   (m)                       GP(       ) 4 1
 GR1392  NAD 83(1992)-  36 20 28.05658(N)    114 55 04.37796(W) AD(       ) 2
 GR1392  NAD 83(1992)-  36 20 28.05632(N)    114 55 04.37827(W) AD(       ) 2
 GR1392  NAD 83(1986)-  36 20 28.04552(N)    114 55 04.35932(W) AD(       ) 2
 GR1392  NAD 27      -  36 20 28.15300(N)    114 55 01.34800(W) AD(       ) 2
 GR1392  NAVD 88 (03/30/95)  734.66   (m)         2410.3    (f) LEVELING    3  
 GR1392  NGVD 29 (??/??/92)  733.918  (m)         2407.86   (f) ADJ UNCH    1 2
 GR1392
 GR1392.Superseded values are not recommended for survey control.
 GR1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1392.See file dsdata.txt to determine how the superseded data were derived.
 GR1392
 GR1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8685723798(NAD 83)
 GR1392_MARKER: DD = SURVEY DISK
 GR1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1392_STAMPING: J 171 1935
 GR1392_MARK LOGO: CGS   
 GR1392_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1392+STABILITY: SURFACE MOTION
 GR1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR1392+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2003
 GR1392
 GR1392  HISTORY     - Date     Condition        Report By
 GR1392  HISTORY     - 1957     MONUMENTED       CGS
 GR1392  HISTORY     - 19940620 GOOD             NGS
 GR1392  HISTORY     - 19991019 GOOD             NV0150
 GR1392  HISTORY     - 20030621 GOOD             JCLS
 GR1392  HISTORY     - 20031017 GOOD             INDIV
 GR1392
 GR1392                          STATION DESCRIPTION
 GR1392
 GR1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR1392'THE STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF LAS VEGAS
 GR1392'AND ABOUT 8-1/2 MILES SOUTHWEST OF DRY LAKE, IN A FLAT AREA.
 GR1392'
 GR1392'TO REACH FROM DRY LAKE, GO SOUTHWEST ON U.S. HIGHWAY 91 FOR
 GR1392'8.0 MILES TO RAILROAD CROSSING JUST SOUTH OF THE U.S. LIME
 GR1392'PRODUCTS CORPORATION.  CONTINUE SOUTHWEST ON THE HIGHWAY FOR
 GR1392'1.0 MILE TO STATION.
 GR1392'
 GR1392'B.M. J 171 IS A COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 GR1392'IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 12 INCHES.
 GR1392'IT IS STAMPED J 171 1935.  THE MARK IS 51 FEET NORTHWEST OF
 GR1392'THE CENTER OF THE RAILROAD TRACKS AND 8 FEET SOUTHWEST OF
 GR1392'A POWER POLE.
 GR1392
 GR1392                          STATION RECOVERY (1994)
 GR1392
 GR1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 GR1392'RECOVERED AS DESCRIBED.
 GR1392
 GR1392                          STATION RECOVERY (1999)
 GR1392
 GR1392'RECOVERY NOTE BY CITY OF NORTH LAS VEGAS NEVADA 1999
 GR1392'TO REACH THE STATION FROM INTERSTATE 15 AND LAS VEGAS BOULEVARD AT
 GR1392'EXIT 58 (APEX, NELLIS) GO NORTH ON LAS VEGAS BOULEVARD (U.S.  HWY 93)
 GR1392'FOR 3.1 MILES (5.0 KM) TO MILE POST 60.75 AND STATION ON THE RIGHT
 GR1392'APPROXIMATELY 61 METERS (200.1 FT) (EAST) FROM THE CENTERLINE OF LAS
 GR1392'VEGAS BOULEVARD AND 16 METERS (52.5 FT) WEST OF THE CENTERLINE OF THE
 GR1392'RAILROAD TRACKS.  THE MARK PROJECTS 5 INCHES.
 GR1392
 GR1392                          STATION RECOVERY (2003)
 GR1392
 GR1392'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 GR1392'RECOVERED IN GOOD CONDITION.
 GR1392
 GR1392                          STATION RECOVERY (2003)
 GR1392
 GR1392'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DP)
 GR1392'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0492 ***********************************************************************
 GR0492  DESIGNATION -  J 172
 GR0492  PID         -  GR0492
 GR0492  STATE/COUNTY-  NV/CLARK
 GR0492  USGS QUAD   -  BOULDER CANYON (1983)
 GR0492
 GR0492                         *CURRENT SURVEY CONTROL
 GR0492  ___________________________________________________________________
 GR0492* NAD 83(1986)-  36 11 49.     (N)    114 35 18.     (W)     SCALED    
 GR0492* NAVD 88     -       531.332  (meters)    1743.21   (feet)  POSTED    
 GR0492  ___________________________________________________________________
 GR0492  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 GR0492  DYNAMIC HT  -         530.810 (meters)    1741.50  (feet)  COMP
 GR0492  MODELED GRAV-     979,628.2   (mgal)                       NAVD 88
 GR0492
 GR0492  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0492
 GR0492.The horizontal coordinates were scaled from a topographic map and have
 GR0492.an estimated accuracy of +/- 6 seconds.
 GR0492
 GR0492.The orthometric height was determined by differential leveling
 GR0492.and adjusted by the National Geodetic Survey in 1992..
 GR0492.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0492.rate of 0.0 thru 1.0 mm/km.
 GR0492
 GR0492.The geoid height was determined by GEOID03.
 GR0492
 GR0492.The dynamic height is computed by dividing the NAVD 88
 GR0492.geopotential number by the normal gravity value computed on the
 GR0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0492.degrees latitude (g = 980.6199 gals.).
 GR0492
 GR0492.The modeled gravity was interpolated from observed gravity values.
 GR0492
 GR0492;                    North         East    Units  Estimated Accuracy
 GR0492;SPC NV E     - 8,160,980.      289,480.      MT  (+/- 180 meters Scaled)
 GR0492
 GR0492                          SUPERSEDED SURVEY CONTROL
 GR0492
 GR0492  NGVD 29 (??/??/92)  530.637  (m)         1740.93   (f) ADJ UNCH    1 1
 GR0492
 GR0492.Superseded values are not recommended for survey control.
 GR0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0492.See file dsdata.txt to determine how the superseded data were derived.
 GR0492
 GR0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA168084(NAD 83)
 GR0492_MARKER: DB = BENCH MARK DISK
 GR0492_SETTING: 66 = SET IN ROCK OUTCROP
 GR0492_SP_SET: WHITE OUTCROP
 GR0492_STAMPING: J 172 1935
 GR0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0492+STABILITY: POSITION/ELEVATION WELL
 GR0492
 GR0492  HISTORY     - Date     Condition        Report By
 GR0492  HISTORY     - 1935     MONUMENTED       CGS
 GR0492  HISTORY     - 1950     GOOD             NGS
 GR0492  HISTORY     - 1963     GOOD             NGS
 GR0492
 GR0492                          STATION DESCRIPTION
 GR0492
 GR0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0492'3.1 MI NW FROM MOUTH OF BOULDER WASH.
 GR0492'3.1 MILES NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0492'WASH, IN A WHITE OUTCROP, AT THE WEST END OF A LONG ROCKY HILL, 74
 GR0492'YARDS NORTHWEST OF A CAIRN, 60 FEET NORTH OF THE APPROXIMATE CENTER OF
 GR0492'THE MAIN CHANNEL OF A WASH, ABOUT 4 FEET HIGHER THAN THE BED OF THE
 GR0492'WASH, AND MARKED BY THE WHITE PAINTED LETTERS BM.
 GR0492
 GR0492                          STATION RECOVERY (1963)
 GR0492
 GR0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0466 ***********************************************************************
 GR0466  DESIGNATION -  J 173
 GR0466  PID         -  GR0466
 GR0466  STATE/COUNTY-  NV/CLARK
 GR0466  USGS QUAD   -  CALLVILLE BAY (1983)
 GR0466
 GR0466                         *CURRENT SURVEY CONTROL
 GR0466  ___________________________________________________________________
 GR0466* NAD 83(1986)-  36 12 09.     (N)    114 41 49.     (W)     SCALED    
 GR0466* NAVD 88     -       527.501  (meters)    1730.64   (feet)  POSTED    
 GR0466  ___________________________________________________________________
 GR0466  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 GR0466  DYNAMIC HT  -         526.980 (meters)    1728.93  (feet)  COMP
 GR0466  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 GR0466
 GR0466  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0466
 GR0466.The horizontal coordinates were scaled from a topographic map and have
 GR0466.an estimated accuracy of +/- 6 seconds.
 GR0466
 GR0466.The orthometric height was determined by differential leveling
 GR0466.and adjusted by the National Geodetic Survey in 1992..
 GR0466.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0466.rate of 1.1 thru 2.0 mm/km.
 GR0466
 GR0466.The geoid height was determined by GEOID03.
 GR0466
 GR0466.The dynamic height is computed by dividing the NAVD 88
 GR0466.geopotential number by the normal gravity value computed on the
 GR0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0466.degrees latitude (g = 980.6199 gals.).
 GR0466
 GR0466.The modeled gravity was interpolated from observed gravity values.
 GR0466
 GR0466;                    North         East    Units  Estimated Accuracy
 GR0466;SPC NV E     - 8,161,500.      279,710.      MT  (+/- 180 meters Scaled)
 GR0466
 GR0466                          SUPERSEDED SURVEY CONTROL
 GR0466
 GR0466  NGVD 29 (??/??/92)  526.822  (m)         1728.42   (f) ADJ UNCH    1 1
 GR0466
 GR0466.Superseded values are not recommended for survey control.
 GR0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0466.See file dsdata.txt to determine how the superseded data were derived.
 GR0466
 GR0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA070088(NAD 83)
 GR0466_MARKER: DB = BENCH MARK DISK
 GR0466_SETTING: 80 = SET IN A BOULDER
 GR0466_SP_SET: BOULDER
 GR0466_STAMPING: J 173 1935
 GR0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0466+STABILITY: SURFACE MOTION
 GR0466
 GR0466  HISTORY     - Date     Condition        Report By
 GR0466  HISTORY     - 1935     MONUMENTED       CGS
 GR0466  HISTORY     - 1950     GOOD             NGS
 GR0466  HISTORY     - 1963     GOOD             NGS
 GR0466  HISTORY     - 1979     GOOD             USGS
 GR0466
 GR0466                          STATION DESCRIPTION
 GR0466
 GR0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0466'13.0 MI NW FROM MOUTH OF BOULDER WASH.
 GR0466'13.0 MILES NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0466'WASH, IN THE TOP OF A 2 1/2-FOOT-HIGH WHITE BOULDER, IN THE BED OF A
 GR0466'WASH, 65 FEET EAST OF THE EAST EDGE OF A MINE SHAFT, 10 FEET NORTHWEST
 GR0466'OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET HIGHER THAN THE ROAD, AND
 GR0466'MARKED BY THE WHITE PAINTED LETTERS BM.
 GR0466
 GR0466                          STATION RECOVERY (1963)
 GR0466
 GR0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0466'RECOVERED IN GOOD CONDITION.
 GR0466
 GR0466                          STATION RECOVERY (1979)
 GR0466
 GR0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0466'STATE ROUTE 167 (NORTH SHORE ROAD) AND WEST END WASH. 0.8 MI. NORTH
 GR0466'IN WEST END WASH. THENCE 1.0 MI. NE ALONGROAD. THENCE 1.7 MI. EAST
 GR0466'ALONG A JEEP TRAIL, IN THE TOP OF A 2.5 FOOT HIGH WHITE BOULDER, IN
 GR0466'THE BED OF A WASH, 65 FEET EAST OF THE EAST EDGE OF A MINE SHAFT, 10
 GR0466'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET HIGHER
 GR0466'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0582 ***********************************************************************
 GR0582  DESIGNATION -  J 174
 GR0582  PID         -  GR0582
 GR0582  STATE/COUNTY-  NV/CLARK
 GR0582  USGS QUAD   -  HOOVER DAM (1997)
 GR0582
 GR0582                         *CURRENT SURVEY CONTROL
 GR0582  ___________________________________________________________________
 GR0582* NAD 83(1986)-  36 00 59.     (N)    114 44 16.     (W)     SCALED    
 GR0582* NAVD 88     -       376.427  (meters)    1234.99   (feet)  ADJUSTED  
 GR0582  ___________________________________________________________________
 GR0582  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0582  DYNAMIC HT  -         376.059 (meters)    1233.79  (feet)  COMP
 GR0582  MODELED GRAV-     979,643.2   (mgal)                       NAVD 88
 GR0582
 GR0582  VERT ORDER  -  FIRST     CLASS I
 GR0582
 GR0582.The horizontal coordinates were scaled from a topographic map and have
 GR0582.an estimated accuracy of +/- 6 seconds.
 GR0582
 GR0582.The orthometric height was determined by differential leveling
 GR0582.and adjusted by the National Geodetic Survey in June 1991..
 GR0582
 GR0582.The geoid height was determined by GEOID03.
 GR0582
 GR0582.The dynamic height is computed by dividing the NAVD 88
 GR0582.geopotential number by the normal gravity value computed on the
 GR0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0582.degrees latitude (g = 980.6199 gals.).
 GR0582
 GR0582.The modeled gravity was interpolated from observed gravity values.
 GR0582
 GR0582;                    North         East    Units  Estimated Accuracy
 GR0582;SPC NV E     - 8,140,820.      276,220.      MT  (+/- 180 meters Scaled)
 GR0582
 GR0582                          SUPERSEDED SURVEY CONTROL
 GR0582
 GR0582  NGVD 29 (??/??/92)  375.711  (m)         1232.65   (f) ADJ UNCH    1 1
 GR0582
 GR0582.Superseded values are not recommended for survey control.
 GR0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0582.See file dsdata.txt to determine how the superseded data were derived.
 GR0582
 GR0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV038881(NAD 83)
 GR0582_MARKER: DB = BENCH MARK DISK
 GR0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0582_SP_SET: FLOOR
 GR0582_STAMPING: J 174 1935
 GR0582_MARK LOGO: CGS   
 GR0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0582
 GR0582  HISTORY     - Date     Condition        Report By
 GR0582  HISTORY     - 1935     MONUMENTED       CGS
 GR0582  HISTORY     - 1950     GOOD             NGS
 GR0582  HISTORY     - 1963     GOOD             NGS
 GR0582  HISTORY     - 1981     GOOD             NGS
 GR0582  HISTORY     - 1990     GOOD             USPSQD
 GR0582  HISTORY     - 1990     GOOD             USPSQD
 GR0582
 GR0582                          STATION DESCRIPTION
 GR0582
 GR0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0582'IN HOOVER DAM.
 GR0582'AT HOOVER DAM, ABOUT 135 YARDS NORTHEAST OF THE NORTHWEST (NEVADA)
 GR0582'END, AT THE SOUTH (DOWNSTREAM) NEVADA INTAKE TOWER NO. 5, 6.0 FEET
 GR0582'NORTHWEST OF THE NORTHWEST EDGE OF THE DOOR TO THE CONTROL ROOM, 0.7
 GR0582'FOOT SOUTHWEST OF THE CONTROL ROOM WALL, AND IN THE TOP OF THE
 GR0582'CONCRETE FLOOR.
 GR0582
 GR0582                          STATION RECOVERY (1963)
 GR0582
 GR0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0582'RECOVERED IN GOOD CONDITION.
 GR0582
 GR0582                          STATION RECOVERY (1981)
 GR0582
 GR0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0582'RECOVERED IN GOOD CONDITION.
 GR0582
 GR0582                          STATION RECOVERY (1990)
 GR0582
 GR0582'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0582'RECOVERED IN GOOD CONDITION.
 GR0582
 GR0582                          STATION RECOVERY (1990)
 GR0582
 GR0582'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0342 ***********************************************************************
 GR0342  DESIGNATION -  J 175
 GR0342  PID         -  GR0342
 GR0342  STATE/COUNTY-  NV/CLARK
 GR0342  USGS QUAD   -  GARRETT BUTTE (1984)
 GR0342
 GR0342                         *CURRENT SURVEY CONTROL
 GR0342  ___________________________________________________________________
 GR0342* NAD 83(1986)-  36 13 41.     (N)    114 15 24.     (W)     SCALED    
 GR0342* NAVD 88     -       947.894  (meters)    3109.88   (feet)  POSTED    
 GR0342  ___________________________________________________________________
 GR0342  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GR0342  DYNAMIC HT  -         946.910 (meters)    3106.65  (feet)  COMP
 GR0342  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 GR0342
 GR0342  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0342
 GR0342.The horizontal coordinates were scaled from a topographic map and have
 GR0342.an estimated accuracy of +/- 6 seconds.
 GR0342
 GR0342.The orthometric height was determined by differential leveling
 GR0342.and adjusted by the National Geodetic Survey in 1992..
 GR0342.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0342.rate of 0.0 thru 1.0 mm/km.
 GR0342
 GR0342.The geoid height was determined by GEOID03.
 GR0342
 GR0342.The dynamic height is computed by dividing the NAVD 88
 GR0342.geopotential number by the normal gravity value computed on the
 GR0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0342.degrees latitude (g = 980.6199 gals.).
 GR0342
 GR0342.The modeled gravity was interpolated from observed gravity values.
 GR0342
 GR0342;                    North         East    Units  Estimated Accuracy
 GR0342;SPC NV E     - 8,164,790.      319,260.      MT  (+/- 180 meters Scaled)
 GR0342
 GR0342                          SUPERSEDED SURVEY CONTROL
 GR0342
 GR0342  NGVD 29 (??/??/92)  947.176  (m)         3107.53   (f) ADJ UNCH    1 1
 GR0342
 GR0342.Superseded values are not recommended for survey control.
 GR0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0342.See file dsdata.txt to determine how the superseded data were derived.
 GR0342
 GR0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA465127(NAD 83)
 GR0342_MARKER: DB = BENCH MARK DISK
 GR0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0342_STAMPING: J 175 1935
 GR0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0342+STABILITY: SURFACE MOTION
 GR0342
 GR0342  HISTORY     - Date     Condition        Report By
 GR0342  HISTORY     - 1935     MONUMENTED       CGS
 GR0342  HISTORY     - 1950     GOOD             NGS
 GR0342
 GR0342                          STATION DESCRIPTION
 GR0342
 GR0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0342'6.4 MI S FROM GOLD BUTTE RANCHHOUSE.
 GR0342'6.4 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE GOLD BUTTE RANCHHOUSE,
 GR0342'0.2 MILE SOUTH OF A PROMINENT ROCKY RIDGE, AT THE APPROXIMATE CENTER
 GR0342'OF A RIDGE, 24 FEET NORTHEAST OF A SMALL GROUP OF YUCCA TREES, 10 FEET
 GR0342'WEST OF THE CENTER LINE OF THE ROAD, 2.6 FEET EAST OF A WITNESS POST,
 GR0342'ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 GR0342'POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0311 ***********************************************************************
 GR0311  DESIGNATION -  J 176
 GR0311  PID         -  GR0311
 GR0311  STATE/COUNTY-  NV/CLARK
 GR0311  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0311
 GR0311                         *CURRENT SURVEY CONTROL
 GR0311  ___________________________________________________________________
 GR0311* NAD 83(1986)-  36 06 53.     (N)    114 10 11.     (W)     SCALED    
 GR0311* NAVD 88     -       546.297  (meters)    1792.31   (feet)  POSTED    
 GR0311  ___________________________________________________________________
 GR0311  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 GR0311  DYNAMIC HT  -         545.750 (meters)    1790.51  (feet)  COMP
 GR0311  MODELED GRAV-     979,613.7   (mgal)                       NAVD 88
 GR0311
 GR0311  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0311
 GR0311.The horizontal coordinates were scaled from a topographic map and have
 GR0311.an estimated accuracy of +/- 6 seconds.
 GR0311
 GR0311.The orthometric height was determined by differential leveling
 GR0311.and adjusted by the National Geodetic Survey in 1992..
 GR0311.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0311.rate of 1.1 thru 2.0 mm/km.
 GR0311
 GR0311.The geoid height was determined by GEOID03.
 GR0311
 GR0311.The dynamic height is computed by dividing the NAVD 88
 GR0311.geopotential number by the normal gravity value computed on the
 GR0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0311.degrees latitude (g = 980.6199 gals.).
 GR0311
 GR0311.The modeled gravity was interpolated from observed gravity values.
 GR0311
 GR0311;                    North         East    Units  Estimated Accuracy
 GR0311;SPC NV E     - 8,152,320.      327,260.      MT  (+/- 180 meters Scaled)
 GR0311
 GR0311                          SUPERSEDED SURVEY CONTROL
 GR0311
 GR0311  NGVD 29 (??/??/92)  545.578  (m)         1789.95   (f) ADJ UNCH    1 1
 GR0311
 GR0311.Superseded values are not recommended for survey control.
 GR0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0311.See file dsdata.txt to determine how the superseded data were derived.
 GR0311
 GR0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA547003(NAD 83)
 GR0311_MARKER: DB = BENCH MARK DISK
 GR0311_SETTING: 80 = SET IN A BOULDER
 GR0311_SP_SET: BOULDER
 GR0311_STAMPING: J 176 1935
 GR0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0311+STABILITY: SURFACE MOTION
 GR0311
 GR0311  HISTORY     - Date     Condition        Report By
 GR0311  HISTORY     - 1935     MONUMENTED       CGS
 GR0311  HISTORY     - 1950     GOOD             NGS
 GR0311
 GR0311                          STATION DESCRIPTION
 GR0311
 GR0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0311'2.5 MI SE FROM LAKE SHORE MINE.
 GR0311'2.5 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, IN A
 GR0311'WASH, IN THE TOP OF A PROMINENT BROWN GRANITE BOULDER WHICH PROJECTS
 GR0311'ABOUT 4 FEET ABOVE GROUND, 65 FEET SOUTHWEST OF THE NORTHEAST WASH
 GR0311'WALL, 46 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 40 FEET
 GR0311'SOUTHWEST OF THE NORTHEAST CHANNEL OF THE WASH, ABOUT 4 FEET HIGHER
 GR0311'THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0315 ***********************************************************************
 HQ0315  DESIGNATION -  J 179
 HQ0315  PID         -  HQ0315
 HQ0315  STATE/COUNTY-  NV/ESMERALDA
 HQ0315  USGS QUAD   -  LIDA WASH NW (1987)
 HQ0315
 HQ0315                         *CURRENT SURVEY CONTROL
 HQ0315  ___________________________________________________________________
 HQ0315* NAD 83(1986)-  37 44 02.     (N)    117 38 28.     (W)     SCALED    
 HQ0315* NAVD 88     -      1314.747  (meters)    4313.47   (feet)  ADJUSTED  
 HQ0315  ___________________________________________________________________
 HQ0315  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 HQ0315  DYNAMIC HT  -        1313.340 (meters)    4308.85  (feet)  COMP
 HQ0315  MODELED GRAV-     979,514.8   (mgal)                       NAVD 88
 HQ0315
 HQ0315  VERT ORDER  -  SECOND    CLASS 0
 HQ0315
 HQ0315.The horizontal coordinates were scaled from a topographic map and have
 HQ0315.an estimated accuracy of +/- 6 seconds.
 HQ0315
 HQ0315.The orthometric height was determined by differential leveling
 HQ0315.and adjusted by the National Geodetic Survey in June 1991..
 HQ0315
 HQ0315.The geoid height was determined by GEOID03.
 HQ0315
 HQ0315.The dynamic height is computed by dividing the NAVD 88
 HQ0315.geopotential number by the normal gravity value computed on the
 HQ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0315.degrees latitude (g = 980.6199 gals.).
 HQ0315
 HQ0315.The modeled gravity was interpolated from observed gravity values.
 HQ0315
 HQ0315;                    North         East    Units  Estimated Accuracy
 HQ0315;SPC NV W     - 4,331,490.      883,050.      MT  (+/- 180 meters Scaled)
 HQ0315
 HQ0315                          SUPERSEDED SURVEY CONTROL
 HQ0315
 HQ0315  NGVD 29 (??/??/92) 1313.681  (m)         4309.97   (f) ADJ UNCH    2 0
 HQ0315
 HQ0315.Superseded values are not recommended for survey control.
 HQ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0315.See file dsdata.txt to determine how the superseded data were derived.
 HQ0315
 HQ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB435764(NAD 83)
 HQ0315_MARKER: DB = BENCH MARK DISK
 HQ0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0315_STAMPING: J 179 1958
 HQ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0315+STABILITY: SURFACE MOTION
 HQ0315
 HQ0315  HISTORY     - Date     Condition        Report By
 HQ0315  HISTORY     - 1958     MONUMENTED       CGS
 HQ0315  HISTORY     - 1985     GOOD             USGS
 HQ0315
 HQ0315                          STATION DESCRIPTION
 HQ0315
 HQ0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0315'1.6 MI S FROM SILVER PEAK.
 HQ0315'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE SUBSTATION
 HQ0315'AT SILVER PEAK, THENCE 1.15 MILES SOUTH ALONG A DIRT ROAD, 0.45
 HQ0315'MILE SOUTHWEST OF THE Y JUNCTION OF A DIRT ROAD NORTHEAST, 38 1/2
 HQ0315'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTHWEST
 HQ0315'OF A WITNESS POST, LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 HQ0315'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 HQ0315
 HQ0315                          STATION RECOVERY (1985)
 HQ0315
 HQ0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HQ0315'FROM THE SUBSTATION AT SILVER PEAK, GO SOUTHWEST ALONG STATE HWY. 265
 HQ0315'FOR 0.5 MILES TO END OF HIGHWAY AT A THREE WAY INTERSECTION, TAKE
 HQ0315'LEFT FORK AND GO 0.35 MILES TO A 'Y' INTERSECTION, TAKE RIGHT FORK
 HQ0315'AND GO 0.85 MILES TO BENCH MARK, 39 FEET SOUTHEAST OF THE CENTERLINE
 HQ0315'OF THE ROAD, 3 FEET SOUTHWEST OF A WITNESS POST, 1.0 FOOT HIGHER THAN
 HQ0315'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST NOW LEVEL WITH THE
 HQ0315'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0691 ***********************************************************************
 LR0691  DESIGNATION -  J 18
 LR0691  PID         -  LR0691
 LR0691  STATE/COUNTY-  NV/HUMBOLDT
 LR0691  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0691
 LR0691                         *CURRENT SURVEY CONTROL
 LR0691  ___________________________________________________________________
 LR0691* NAD 83(1986)-  40 58 20.     (N)    117 43 59.     (W)     SCALED    
 LR0691* NAVD 88     -      1316.933  (meters)    4320.64   (feet)  ADJUSTED  
 LR0691  ___________________________________________________________________
 LR0691  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 LR0691  DYNAMIC HT  -        1315.943 (meters)    4317.39  (feet)  COMP
 LR0691  MODELED GRAV-     979,827.0   (mgal)                       NAVD 88
 LR0691
 LR0691  VERT ORDER  -  FIRST     CLASS II
 LR0691
 LR0691.The horizontal coordinates were scaled from a topographic map and have
 LR0691.an estimated accuracy of +/- 6 seconds.
 LR0691
 LR0691.The orthometric height was determined by differential leveling
 LR0691.and adjusted by the National Geodetic Survey in June 1991..
 LR0691.WARNING-Repeat measurements at this control monument indicate possible
 LR0691.vertical movement.
 LR0691
 LR0691.The geoid height was determined by GEOID03.
 LR0691
 LR0691.The dynamic height is computed by dividing the NAVD 88
 LR0691.geopotential number by the normal gravity value computed on the
 LR0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0691.degrees latitude (g = 980.6199 gals.).
 LR0691
 LR0691.The modeled gravity was interpolated from observed gravity values.
 LR0691
 LR0691;                    North         East    Units  Estimated Accuracy
 LR0691;SPC NV W     - 4,690,910.      871,560.      MT  (+/- 180 meters Scaled)
 LR0691
 LR0691                          SUPERSEDED SURVEY CONTROL
 LR0691
 LR0691.No superseded survey control is available for this station.
 LR0691
 LR0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF383359(NAD 83)
 LR0691_MARKER: DB = BENCH MARK DISK
 LR0691_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LR0691_SP_SET: STEP
 LR0691_STAMPING: J 18 1931 4317.032
 LR0691_MARK LOGO: CGS   
 LR0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0691
 LR0691  HISTORY     - Date     Condition        Report By
 LR0691  HISTORY     - 1931     MONUMENTED       CGS
 LR0691  HISTORY     - 1953     GOOD             NGS
 LR0691  HISTORY     - 1984     GOOD             NGS
 LR0691  HISTORY     - 1986     GOOD             NGS
 LR0691
 LR0691                          STATION DESCRIPTION
 LR0691
 LR0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0691'IN WINNEMUCCA.
 LR0691'AT WINNEMUCCA, AT THE COUNTY COURTHOUSE, IN THE TOP OF THE SOUTHEAST
 LR0691'END OF THE CONCRETE LANDING BETWEEN THE TWO FLIGHTS OF STEPS AT THE
 LR0691'NORTHEAST SIDE OF THE BUILDING, 22.1 FEET NORTH OF THE EAST CORNER OF
 LR0691'THE BUILDING, 0.3 FOOT SOUTHEAST OF THE SOUTHEAST END OF THE BOTTOM
 LR0691'STEP, AND ABOUT LEVEL WITH THE LAWN.
 LR0691
 LR0691                          STATION RECOVERY (1984)
 LR0691
 LR0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0691'RECOVERED IN GOOD CONDITION, EXCEPT ACCESS IS THROUGH A 6 INCH STEEL
 LR0691'PLATE IN THE SOUTHEAST END OF THE SECOND STEP FROM THE BOTTOM OF THE
 LR0691'UPPER FLIGHT OF STEPS.
 LR0691'THE MARK IS ABOVE LEVEL WITH THE LAWN.
 LR0691
 LR0691                          STATION RECOVERY (1986)
 LR0691
 LR0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0223 ***********************************************************************
 HQ0223  DESIGNATION -  J 181
 HQ0223  PID         -  HQ0223
 HQ0223  STATE/COUNTY-  NV/ESMERALDA
 HQ0223  USGS QUAD   -  GOAT ISLAND (1987)
 HQ0223
 HQ0223                         *CURRENT SURVEY CONTROL
 HQ0223  ___________________________________________________________________
 HQ0223* NAD 83(1986)-  37 49 37.     (N)    117 34 22.     (W)     SCALED    
 HQ0223* NAVD 88     -      1305.401  (meters)    4282.80   (feet)  ADJUSTED  
 HQ0223  ___________________________________________________________________
 HQ0223  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 HQ0223  DYNAMIC HT  -        1304.017 (meters)    4278.26  (feet)  COMP
 HQ0223  MODELED GRAV-     979,524.3   (mgal)                       NAVD 88
 HQ0223
 HQ0223  VERT ORDER  -  SECOND    CLASS 0
 HQ0223
 HQ0223.The horizontal coordinates were scaled from a topographic map and have
 HQ0223.an estimated accuracy of +/- 6 seconds.
 HQ0223
 HQ0223.The orthometric height was determined by differential leveling
 HQ0223.and adjusted by the National Geodetic Survey in June 1991..
 HQ0223
 HQ0223.The geoid height was determined by GEOID03.
 HQ0223
 HQ0223.The dynamic height is computed by dividing the NAVD 88
 HQ0223.geopotential number by the normal gravity value computed on the
 HQ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0223.degrees latitude (g = 980.6199 gals.).
 HQ0223
 HQ0223.The modeled gravity was interpolated from observed gravity values.
 HQ0223
 HQ0223;                    North         East    Units  Estimated Accuracy
 HQ0223;SPC NV W     - 4,341,880.      888,960.      MT  (+/- 180 meters Scaled)
 HQ0223
 HQ0223                          SUPERSEDED SURVEY CONTROL
 HQ0223
 HQ0223  NGVD 29 (??/??/92) 1304.333  (m)         4279.30   (f) ADJ UNCH    2 0
 HQ0223
 HQ0223.Superseded values are not recommended for survey control.
 HQ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0223.See file dsdata.txt to determine how the superseded data were derived.
 HQ0223
 HQ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB495867(NAD 83)
 HQ0223_MARKER: DB = BENCH MARK DISK
 HQ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0223_STAMPING: J 181 1958
 HQ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0223+STABILITY: SURFACE MOTION
 HQ0223
 HQ0223  HISTORY     - Date     Condition        Report By
 HQ0223  HISTORY     - 1958     MONUMENTED       CGS
 HQ0223
 HQ0223                          STATION DESCRIPTION
 HQ0223
 HQ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0223'6.6 MI NE FROM SILVER PEAK.
 HQ0223'2.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE SUBSTATION AT
 HQ0223'SILVER PEAK, THENCE 4.35 MILES NORTHEAST ALONG A DIRT ROAD,
 HQ0223'49 FEET WEST OF THE CENTER OF THE JUNCTION OF A DIM DIRT ROAD
 HQ0223'WEST, 42 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD,
 HQ0223'22 FEET NORTH OF THE CENTER LINE OF THE DIM DIRT ROAD WEST,
 HQ0223'2.9 FEET SOUTHEAST OF A WITNESS POST, LEVEL WITH THE ROADS,
 HQ0223'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 HQ0223'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0037 ***********************************************************************
 LQ0037  DESIGNATION -  J 182
 LQ0037  PID         -  LQ0037
 LQ0037  STATE/COUNTY-  NV/ELKO
 LQ0037  USGS QUAD   -  PILOT (1982)
 LQ0037
 LQ0037                         *CURRENT SURVEY CONTROL
 LQ0037  ___________________________________________________________________
 LQ0037* NAD 83(1986)-  40 46 02.     (N)    114 08 52.     (W)     SCALED    
 LQ0037* NAVD 88     -      1461.217  (meters)    4794.01   (feet)  ADJUSTED  
 LQ0037  ___________________________________________________________________
 LQ0037  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 LQ0037  DYNAMIC HT  -        1460.049 (meters)    4790.18  (feet)  COMP
 LQ0037  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 LQ0037
 LQ0037  VERT ORDER  -  SECOND    CLASS 0
 LQ0037
 LQ0037.The horizontal coordinates were scaled from a topographic map and have
 LQ0037.an estimated accuracy of +/- 6 seconds.
 LQ0037
 LQ0037.The orthometric height was determined by differential leveling
 LQ0037.and adjusted by the National Geodetic Survey in June 1991..
 LQ0037
 LQ0037.The geoid height was determined by GEOID03.
 LQ0037
 LQ0037.The dynamic height is computed by dividing the NAVD 88
 LQ0037.geopotential number by the normal gravity value computed on the
 LQ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0037.degrees latitude (g = 980.6199 gals.).
 LQ0037
 LQ0037.The modeled gravity was interpolated from observed gravity values.
 LQ0037
 LQ0037;                    North         East    Units  Estimated Accuracy
 LQ0037;SPC NV E     - 8,668,790.      321,190.      MT  (+/- 180 meters Scaled)
 LQ0037
 LQ0037                          SUPERSEDED SURVEY CONTROL
 LQ0037
 LQ0037  NGVD 29 (??/??/92) 1460.214  (m)         4790.72   (f) ADJ UNCH    2 0
 LQ0037
 LQ0037.Superseded values are not recommended for survey control.
 LQ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0037.See file dsdata.txt to determine how the superseded data were derived.
 LQ0037
 LQ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF407168(NAD 83)
 LQ0037_MARKER: DB = BENCH MARK DISK
 LQ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0037_STAMPING: J 182 1958
 LQ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0037+STABILITY: SURFACE MOTION
 LQ0037
 LQ0037  HISTORY     - Date     Condition        Report By
 LQ0037  HISTORY     - 1958     MONUMENTED       CGS
 LQ0037
 LQ0037                          STATION DESCRIPTION
 LQ0037
 LQ0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0037'10.6 MI W FROM WENDOVER, UT.
 LQ0037'10.6 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE
 LQ0037'UTAH-NEVADA STATE LINE AT WENDOVER, AT THE APPROXIMATE CENTER OF A
 LQ0037'LONG FILL, 127.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 144 FEET
 LQ0037'NORTHEAST AND ACROSS THE TRACK FROM MILEPOST 795, 150 FEET SOUTHWEST
 LQ0037'OF THE CENTER LINE OF A TRACK ROAD, 12 1/2 FEET NORTHEAST OF THE
 LQ0037'CENTER LINE OF A DIM TRACK ROAD, 2.7 FEET SOUTHWEST OF A WITNESS POST,
 LQ0037'ABOUT 8 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 LQ0037'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0156 ***********************************************************************
 LQ0156  DESIGNATION -  J 183
 LQ0156  PID         -  LQ0156
 LQ0156  STATE/COUNTY-  NV/ELKO
 LQ0156  USGS QUAD   -  SPRING GULCH (1972)
 LQ0156
 LQ0156                         *CURRENT SURVEY CONTROL
 LQ0156  ___________________________________________________________________
 LQ0156* NAD 83(1986)-  40 31 11.     (N)    114 09 03.     (W)     SCALED    
 LQ0156* NAVD 88     -      1510.883  (meters)    4956.96   (feet)  ADJUSTED  
 LQ0156  ___________________________________________________________________
 LQ0156  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 LQ0156  DYNAMIC HT  -        1509.621 (meters)    4952.81  (feet)  COMP
 LQ0156  MODELED GRAV-     979,736.9   (mgal)                       NAVD 88
 LQ0156
 LQ0156  VERT ORDER  -  SECOND    CLASS 0
 LQ0156
 LQ0156.The horizontal coordinates were scaled from a topographic map and have
 LQ0156.an estimated accuracy of +/- 6 seconds.
 LQ0156
 LQ0156.The orthometric height was determined by differential leveling
 LQ0156.and adjusted by the National Geodetic Survey in June 1991..
 LQ0156
 LQ0156.The geoid height was determined by GEOID03.
 LQ0156
 LQ0156.The dynamic height is computed by dividing the NAVD 88
 LQ0156.geopotential number by the normal gravity value computed on the
 LQ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0156.degrees latitude (g = 980.6199 gals.).
 LQ0156
 LQ0156.The modeled gravity was interpolated from observed gravity values.
 LQ0156
 LQ0156;                    North         East    Units  Estimated Accuracy
 LQ0156;SPC NV E     - 8,641,300.      321,380.      MT  (+/- 180 meters Scaled)
 LQ0156
 LQ0156                          SUPERSEDED SURVEY CONTROL
 LQ0156
 LQ0156  NGVD 29 (??/??/92) 1509.834  (m)         4953.51   (f) ADJ UNCH    2 0
 LQ0156
 LQ0156.Superseded values are not recommended for survey control.
 LQ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0156.See file dsdata.txt to determine how the superseded data were derived.
 LQ0156
 LQ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE413893(NAD 83)
 LQ0156_MARKER: DB = BENCH MARK DISK
 LQ0156_SETTING: 80 = SET IN A BOULDER
 LQ0156_SP_SET: BOULDER
 LQ0156_STAMPING: J 183 1958
 LQ0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0156+STABILITY: SURFACE MOTION
 LQ0156
 LQ0156  HISTORY     - Date     Condition        Report By
 LQ0156  HISTORY     - 1958     MONUMENTED       CGS
 LQ0156
 LQ0156                          STATION DESCRIPTION
 LQ0156
 LQ0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0156'16.3 MI S FROM WENDOVER, UT.
 LQ0156'16.3 MILES SOUTH ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE JUNCTION OF
 LQ0156'U.S. HIGHWAY 40 AT WENDOVER, 0.2 MILE NORTH OF THE JUNCTION OF A ROAD
 LQ0156'EAST TO BLUE LAKE, AT THE CROSSING OF A WASH, IN THE TOP OF A 3- BY 3
 LQ0156'1/2-FOOT GRANITE BOULDER WHICH PROJECTS 1 1/2 FEET ABOVE THE GROUND,
 LQ0156'72 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 145 FEET NORTHEAST OF
 LQ0156'THE NORTH END OF THE EAST CONCRETE HEAD WALL FOR DOUBLE 4- BY 8-FOOT
 LQ0156'CONCRETE BOX CULVERT C 43+50, 58 FEET NORTHWEST OF THE CENTER OF THE
 LQ0156'WASH, AND ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0043 ***********************************************************************
 JQ0043  DESIGNATION -  J 184
 JQ0043  PID         -  JQ0043
 JQ0043  STATE/COUNTY-  NV/NYE
 JQ0043  USGS QUAD   -  WARM SPRINGS (1968)
 JQ0043
 JQ0043                         *CURRENT SURVEY CONTROL
 JQ0043  ___________________________________________________________________
 JQ0043* NAD 83(1986)-  38 11 41.     (N)    116 19 00.     (W)     SCALED    
 JQ0043* NAVD 88     -      1604.607  (meters)    5264.45   (feet)  ADJUSTED  
 JQ0043  ___________________________________________________________________
 JQ0043  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 JQ0043  DYNAMIC HT  -        1602.837 (meters)    5258.64  (feet)  COMP
 JQ0043  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 JQ0043
 JQ0043  VERT ORDER  -  SECOND    CLASS 0
 JQ0043
 JQ0043.The horizontal coordinates were scaled from a topographic map and have
 JQ0043.an estimated accuracy of +/- 6 seconds.
 JQ0043
 JQ0043.The orthometric height was determined by differential leveling
 JQ0043.and adjusted by the National Geodetic Survey in June 1991..
 JQ0043
 JQ0043.The geoid height was determined by GEOID03.
 JQ0043
 JQ0043.The dynamic height is computed by dividing the NAVD 88
 JQ0043.geopotential number by the normal gravity value computed on the
 JQ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0043.degrees latitude (g = 980.6199 gals.).
 JQ0043
 JQ0043.The modeled gravity was interpolated from observed gravity values.
 JQ0043
 JQ0043;                    North         East    Units  Estimated Accuracy
 JQ0043;SPC NV C     - 6,382,270.      530,660.      MT  (+/- 180 meters Scaled)
 JQ0043
 JQ0043                          SUPERSEDED SURVEY CONTROL
 JQ0043
 JQ0043  NGVD 29 (??/??/92) 1603.488  (m)         5260.78   (f) ADJ UNCH    2 0
 JQ0043
 JQ0043.Superseded values are not recommended for survey control.
 JQ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0043.See file dsdata.txt to determine how the superseded data were derived.
 JQ0043
 JQ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC598276(NAD 83)
 JQ0043_MARKER: DB = BENCH MARK DISK
 JQ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0043_STAMPING: J 184 1958
 JQ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0043+STABILITY: SURFACE MOTION
 JQ0043
 JQ0043  HISTORY     - Date     Condition        Report By
 JQ0043  HISTORY     - 1958     MONUMENTED       CGS
 JQ0043
 JQ0043                          STATION DESCRIPTION
 JQ0043
 JQ0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JQ0043'2.85 MI E FROM WARM SPRINGS.
 JQ0043'2.85 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S.
 JQ0043'HIGHWAY 6 AT WARM SPRINGS, 163 FEET SOUTH OF THE CENTER LINE OF THE
 JQ0043'HIGHWAY, 166 FEET SOUTHEAST OF THE CENTER OF THE SOUTH END OF THE EAST
 JQ0043'ONE OF TWO 30-INCH CORRUGATED METAL PIPE CULVERTS, 67 FEET EAST OF THE
 JQ0043'CENTER LINE OF A DIM DIRT ROAD SOUTH, 1.6 FEET EAST OF A WITNESS POST,
 JQ0043'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JQ0043'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0163 ***********************************************************************
 JP0163  DESIGNATION -  J 185
 JP0163  PID         -  JP0163
 JP0163  STATE/COUNTY-  NV/NYE
 JP0163  USGS QUAD   -  NYALA (1985)
 JP0163
 JP0163                         *CURRENT SURVEY CONTROL
 JP0163  ___________________________________________________________________
 JP0163* NAD 83(1986)-  38 14 21.     (N)    115 44 34.     (W)     SCALED    
 JP0163* NAVD 88     -      1493.560  (meters)    4900.12   (feet)  ADJUSTED  
 JP0163  ___________________________________________________________________
 JP0163  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 JP0163  DYNAMIC HT  -        1491.956 (meters)    4894.86  (feet)  COMP
 JP0163  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 JP0163
 JP0163  VERT ORDER  -  SECOND    CLASS 0
 JP0163
 JP0163.The horizontal coordinates were scaled from a topographic map and have
 JP0163.an estimated accuracy of +/- 6 seconds.
 JP0163
 JP0163.The orthometric height was determined by differential leveling
 JP0163.and adjusted by the National Geodetic Survey in June 1991..
 JP0163
 JP0163.The geoid height was determined by GEOID03.
 JP0163
 JP0163.The dynamic height is computed by dividing the NAVD 88
 JP0163.geopotential number by the normal gravity value computed on the
 JP0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0163.degrees latitude (g = 980.6199 gals.).
 JP0163
 JP0163.The modeled gravity was interpolated from observed gravity values.
 JP0163
 JP0163;                    North         East    Units  Estimated Accuracy
 JP0163;SPC NV C     - 6,387,550.      580,880.      MT  (+/- 180 meters Scaled)
 JP0163
 JP0163                          SUPERSEDED SURVEY CONTROL
 JP0163
 JP0163  NGVD 29 (??/??/92) 1492.486  (m)         4896.60   (f) ADJ UNCH    2 0
 JP0163
 JP0163.Superseded values are not recommended for survey control.
 JP0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0163.See file dsdata.txt to determine how the superseded data were derived.
 JP0163
 JP0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC100330(NAD 83)
 JP0163_MARKER: DB = BENCH MARK DISK
 JP0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0163_STAMPING: J 185 1958
 JP0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0163+STABILITY: SURFACE MOTION
 JP0163
 JP0163  HISTORY     - Date     Condition        Report By
 JP0163  HISTORY     - 1958     MONUMENTED       CGS
 JP0163
 JP0163                          STATION DESCRIPTION
 JP0163
 JP0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0163'1.15 MI SW FROM NYALA.
 JP0163'1.15 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0163'NYALA, 100 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A MAIN
 JP0163'ROAD, 128 FEET SOUTH AND ACROSS A DIRT ROAD EAST FROM THE CENTER LINE
 JP0163'OF THE GRAVEL ROAD, 93 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD
 JP0163'EAST, 71 FEET EAST OF THE CENTER LINE OF A DIRT ROAD SOUTH, 1.9 FEET
 JP0163'NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROADS, AND
 JP0163'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 JP0163'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0144 ***********************************************************************
 JP0144  DESIGNATION -  J 186
 JP0144  PID         -  JP0144
 JP0144  STATE/COUNTY-  NV/NYE
 JP0144  USGS QUAD   -  BULLWHACKER SPRINGS (1990)
 JP0144
 JP0144                         *CURRENT SURVEY CONTROL
 JP0144  ___________________________________________________________________
 JP0144* NAD 83(1986)-  38 25 10.     (N)    115 34 44.     (W)     SCALED    
 JP0144* NAVD 88     -      1468.726  (meters)    4818.65   (feet)  ADJUSTED  
 JP0144  ___________________________________________________________________
 JP0144  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 JP0144  DYNAMIC HT  -        1467.203 (meters)    4813.65  (feet)  COMP
 JP0144  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 JP0144
 JP0144  VERT ORDER  -  SECOND    CLASS 0
 JP0144
 JP0144.The horizontal coordinates were scaled from a topographic map and have
 JP0144.an estimated accuracy of +/- 6 seconds.
 JP0144
 JP0144.The orthometric height was determined by differential leveling
 JP0144.and adjusted by the National Geodetic Survey in June 1991..
 JP0144
 JP0144.The geoid height was determined by GEOID03.
 JP0144
 JP0144.The dynamic height is computed by dividing the NAVD 88
 JP0144.geopotential number by the normal gravity value computed on the
 JP0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0144.degrees latitude (g = 980.6199 gals.).
 JP0144
 JP0144.The modeled gravity was interpolated from observed gravity values.
 JP0144
 JP0144;                    North         East    Units  Estimated Accuracy
 JP0144;SPC NV C     - 6,407,720.      594,990.      MT  (+/- 180 meters Scaled)
 JP0144
 JP0144                          SUPERSEDED SURVEY CONTROL
 JP0144
 JP0144  NGVD 29 (??/??/92) 1467.670  (m)         4815.18   (f) ADJ UNCH    2 0
 JP0144
 JP0144.Superseded values are not recommended for survey control.
 JP0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0144.See file dsdata.txt to determine how the superseded data were derived.
 JP0144
 JP0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC240533(NAD 83)
 JP0144_MARKER: DB = BENCH MARK DISK
 JP0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0144_STAMPING: J 186 1958
 JP0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0144+STABILITY: SURFACE MOTION
 JP0144
 JP0144  HISTORY     - Date     Condition        Report By
 JP0144  HISTORY     - 1958     MONUMENTED       CGS
 JP0144
 JP0144                          STATION DESCRIPTION
 JP0144
 JP0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0144'14.35 MI NE FROM NYALA.
 JP0144'14.35 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0144'NYALA, IN A TRIANGLE AT THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST
 JP0144'TO THE NYE TUNGSTEN MINE, 121 FEET SOUTH OF THE CENTER OF THE
 JP0144'JUNCTION, 82 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD,
 JP0144'109 FEET NORTHWEST OF THE CENTER LINE OF AN APPROACH ROAD LEADING
 JP0144'NORTHEAST, 39 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD SOUTHEAST,
 JP0144'1.3 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JP0144'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 JP0144'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0192 ***********************************************************************
 JP0192  DESIGNATION -  J 187
 JP0192  PID         -  JP0192
 JP0192  STATE/COUNTY-  NV/NYE
 JP0192  USGS QUAD   -  EDS WELL (1985)
 JP0192
 JP0192                         *CURRENT SURVEY CONTROL
 JP0192  ___________________________________________________________________
 JP0192* NAD 83(1986)-  38 02 08.     (N)    115 59 29.     (W)     SCALED    
 JP0192* NAVD 88     -      1498.798  (meters)    4917.31   (feet)  ADJUSTED  
 JP0192  ___________________________________________________________________
 JP0192  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 JP0192  DYNAMIC HT  -        1497.152 (meters)    4911.91  (feet)  COMP
 JP0192  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 JP0192
 JP0192  VERT ORDER  -  SECOND    CLASS 0
 JP0192
 JP0192.The horizontal coordinates were scaled from a topographic map and have
 JP0192.an estimated accuracy of +/- 6 seconds.
 JP0192
 JP0192.The orthometric height was determined by differential leveling
 JP0192.and adjusted by the National Geodetic Survey in June 1991..
 JP0192
 JP0192.The geoid height was determined by GEOID03.
 JP0192
 JP0192.The dynamic height is computed by dividing the NAVD 88
 JP0192.geopotential number by the normal gravity value computed on the
 JP0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0192.degrees latitude (g = 980.6199 gals.).
 JP0192
 JP0192.The modeled gravity was interpolated from observed gravity values.
 JP0192
 JP0192;                    North         East    Units  Estimated Accuracy
 JP0192;SPC NV C     - 6,364,770.      559,280.      MT  (+/- 180 meters Scaled)
 JP0192
 JP0192                          SUPERSEDED SURVEY CONTROL
 JP0192
 JP0192  NGVD 29 (??/??/92) 1497.745  (m)         4913.85   (f) ADJ UNCH    2 0
 JP0192
 JP0192.Superseded values are not recommended for survey control.
 JP0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0192.See file dsdata.txt to determine how the superseded data were derived.
 JP0192
 JP0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC885102(NAD 83)
 JP0192_MARKER: DB = BENCH MARK DISK
 JP0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0192_STAMPING: J 187 1958
 JP0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0192+STABILITY: SURFACE MOTION
 JP0192
 JP0192  HISTORY     - Date     Condition        Report By
 JP0192  HISTORY     - 1958     MONUMENTED       CGS
 JP0192
 JP0192                          STATION DESCRIPTION
 JP0192
 JP0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0192'10.25 MI NE FROM REED MAINTENANCE STA..
 JP0192'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED MAINTENANCE
 JP0192'STATION, THENCE 2.1 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 7.85
 JP0192'MILES NORTH ALONG A DIRT ROAD, 0.45 MILE SOUTH OF THE CROSSING OF A
 JP0192'DRAIN DITCH AND A DIRT ROAD NORTHWEST, 59 FEET WEST OF THE CENTER LINE
 JP0192'OF THE ROAD, 2.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 JP0192'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 JP0192'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0084 ***********************************************************************
 JP0084  DESIGNATION -  J 188
 JP0084  PID         -  JP0084
 JP0084  STATE/COUNTY-  NV/NYE
 JP0084  USGS QUAD   -  CURRANT (1990)
 JP0084
 JP0084                         *CURRENT SURVEY CONTROL
 JP0084  ___________________________________________________________________
 JP0084* NAD 83(1986)-  38 39 29.     (N)    115 29 34.     (W)     SCALED    
 JP0084* NAVD 88     -      1500.570  (meters)    4923.12   (feet)  ADJUSTED  
 JP0084  ___________________________________________________________________
 JP0084  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 JP0084  DYNAMIC HT  -        1499.016 (meters)    4918.02  (feet)  COMP
 JP0084  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 JP0084
 JP0084  VERT ORDER  -  SECOND    CLASS 0
 JP0084
 JP0084.The horizontal coordinates were scaled from a topographic map and have
 JP0084.an estimated accuracy of +/- 6 seconds.
 JP0084
 JP0084.The orthometric height was determined by differential leveling
 JP0084.and adjusted by the National Geodetic Survey in June 1991..
 JP0084
 JP0084.The geoid height was determined by GEOID03.
 JP0084
 JP0084.The dynamic height is computed by dividing the NAVD 88
 JP0084.geopotential number by the normal gravity value computed on the
 JP0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0084.degrees latitude (g = 980.6199 gals.).
 JP0084
 JP0084.The modeled gravity was interpolated from observed gravity values.
 JP0084
 JP0084;                    North         East    Units  Estimated Accuracy
 JP0084;SPC NV C     - 6,434,300.      602,170.      MT  (+/- 180 meters Scaled)
 JP0084
 JP0084                          SUPERSEDED SURVEY CONTROL
 JP0084
 JP0084  NGVD 29 (??/??/92) 1499.461  (m)         4919.48   (f) ADJ UNCH    2 0
 JP0084
 JP0084.Superseded values are not recommended for survey control.
 JP0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0084.See file dsdata.txt to determine how the superseded data were derived.
 JP0084
 JP0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC311799(NAD 83)
 JP0084_MARKER: DB = BENCH MARK DISK
 JP0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0084_STAMPING: J 188 1958
 JP0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0084+STABILITY: SURFACE MOTION
 JP0084
 JP0084  HISTORY     - Date     Condition        Report By
 JP0084  HISTORY     - 1958     MONUMENTED       CGS
 JP0084
 JP0084                          STATION DESCRIPTION
 JP0084
 JP0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0084'6.0 MI S FROM CURRANT.
 JP0084'0.1 MILE SOUTHWEST ALONG U. S. HIGHWAY 6 FROM THE JUNCTION OF STATE
 JP0084'HIGHWAY 20 AT CURRANT, THENCE 5.9 MILES SOUTH ALONG A GRAVELED ROAD,
 JP0084'70 FEET WEST OF THE CENTER LINE OF THE ROAD, 18 FEET WEST OF THE
 JP0084'CENTER LINE OF A DIM TRACK ROAD, 1.6 FEET EAST OF A WITNESS POST,
 JP0084'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JP0084'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0122 ***********************************************************************
 JP0122  DESIGNATION -  J 189
 JP0122  PID         -  JP0122
 JP0122  STATE/COUNTY-  NV/NYE
 JP0122  USGS QUAD   -  WATER GAP WEST (1985)
 JP0122
 JP0122                         *CURRENT SURVEY CONTROL
 JP0122  ___________________________________________________________________
 JP0122* NAD 83(1986)-  38 02 41.     (N)    115 24 47.     (W)     SCALED    
 JP0122* NAVD 88     -      1567.589  (meters)    5143.00   (feet)  ADJUSTED  
 JP0122  ___________________________________________________________________
 JP0122  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 JP0122  DYNAMIC HT  -        1565.891 (meters)    5137.43  (feet)  COMP
 JP0122  MODELED GRAV-     979,491.6   (mgal)                       NAVD 88
 JP0122
 JP0122  VERT ORDER  -  SECOND    CLASS 0
 JP0122
 JP0122.The horizontal coordinates were scaled from a topographic map and have
 JP0122.an estimated accuracy of +/- 6 seconds.
 JP0122
 JP0122.The orthometric height was determined by differential leveling
 JP0122.and adjusted by the National Geodetic Survey in June 1991..
 JP0122
 JP0122.The geoid height was determined by GEOID03.
 JP0122
 JP0122.The dynamic height is computed by dividing the NAVD 88
 JP0122.geopotential number by the normal gravity value computed on the
 JP0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0122.degrees latitude (g = 980.6199 gals.).
 JP0122
 JP0122.The modeled gravity was interpolated from observed gravity values.
 JP0122
 JP0122;                    North         East    Units  Estimated Accuracy
 JP0122;SPC NV C     - 6,366,310.      610,030.      MT  (+/- 180 meters Scaled)
 JP0122
 JP0122                          SUPERSEDED SURVEY CONTROL
 JP0122
 JP0122  NGVD 29 (??/??/92) 1566.539  (m)         5139.55   (f) ADJ UNCH    2 0
 JP0122
 JP0122.Superseded values are not recommended for survey control.
 JP0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0122.See file dsdata.txt to determine how the superseded data were derived.
 JP0122
 JP0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC392119(NAD 83)
 JP0122_MARKER: DB = BENCH MARK DISK
 JP0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0122_STAMPING: J 189 1958
 JP0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0122+STABILITY: SURFACE MOTION
 JP0122
 JP0122  HISTORY     - Date     Condition        Report By
 JP0122  HISTORY     - 1958     MONUMENTED       CGS
 JP0122
 JP0122                          STATION DESCRIPTION
 JP0122
 JP0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0122'11.4 MI SE FROM SHARP.
 JP0122'0.1 MILE NORTHEAST ALONG A DIRT ROAD FROM THE UHLAJDE RANCHHOUSE AT
 JP0122'SHARP, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 11.1 MILES
 JP0122'SOUTHEAST ALONG A DIRT ROAD LEADING TO PIOCHE, AT THE JUNCTION OF A
 JP0122'TRACK ROAD SOUTHEAST, 46 1/2 FEET SOUTH OF THE CENTER LINE OF THE DIRT
 JP0122'ROAD, 134 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD, 217 FEET
 JP0122'SOUTHEAST OF THE CENTER OF THE JUNCTION, 2.4 FEET WEST OF A WITNESS
 JP0122'POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 JP0122'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0226 ***********************************************************************
 MV0226  DESIGNATION -  J 19
 MV0226  PID         -  MV0226
 MV0226  STATE/COUNTY-  NV/HUMBOLDT
 MV0226  USGS QUAD   -  SOD HOUSE (1982)
 MV0226
 MV0226                         *CURRENT SURVEY CONTROL
 MV0226  ___________________________________________________________________
 MV0226* NAD 83(1986)-  41 24 34.     (N)    118 00 56.     (W)     SCALED    
 MV0226* NAVD 88     -      1259.770  (meters)    4133.10   (feet)  ADJUSTED  
 MV0226  ___________________________________________________________________
 MV0226  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 MV0226  DYNAMIC HT  -        1258.913 (meters)    4130.28  (feet)  COMP
 MV0226  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 MV0226
 MV0226  VERT ORDER  -  FIRST     CLASS II
 MV0226
 MV0226.The horizontal coordinates were scaled from a topographic map and have
 MV0226.an estimated accuracy of +/- 6 seconds.
 MV0226
 MV0226.The orthometric height was determined by differential leveling
 MV0226.and adjusted by the National Geodetic Survey in June 1991..
 MV0226
 MV0226.The geoid height was determined by GEOID03.
 MV0226
 MV0226.The dynamic height is computed by dividing the NAVD 88
 MV0226.geopotential number by the normal gravity value computed on the
 MV0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0226.degrees latitude (g = 980.6199 gals.).
 MV0226
 MV0226.The modeled gravity was interpolated from observed gravity values.
 MV0226
 MV0226;                    North         East    Units  Estimated Accuracy
 MV0226;SPC NV W     - 4,739,270.      847,470.      MT  (+/- 180 meters Scaled)
 MV0226
 MV0226                          SUPERSEDED SURVEY CONTROL
 MV0226
 MV0226.No superseded survey control is available for this station.
 MV0226
 MV0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF151847(NAD 83)
 MV0226_MARKER: DB = BENCH MARK DISK
 MV0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0226_STAMPING: 4129.532 J 19 1931
 MV0226_MARK LOGO: CGS   
 MV0226_PROJECTION: PROJECTING 10 CENTIMETERS
 MV0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0226+STABILITY: SURFACE MOTION
 MV0226
 MV0226  HISTORY     - Date     Condition        Report By
 MV0226  HISTORY     - 1931     MONUMENTED       CGS
 MV0226  HISTORY     - 1957     GOOD             USGS
 MV0226  HISTORY     - 1984     GOOD             NGS
 MV0226
 MV0226                          STATION DESCRIPTION
 MV0226
 MV0226'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MV0226'43.9 MI N FROM WINNEMUCCA.
 MV0226'43.9 MILES NORTH ALONG THE HIGHWAY FROM WINNEMUCCA, HUMBOLDT COUNTY,
 MV0226'ON THE OLD DENIO HIGHWAY, 2.0 MILES EAST OF THE SOD HOUSE RANCH, ABOUT
 MV0226'2000 FEET EAST OF THE CENTER OF THE INTERSECTION OF THE OLD HIGHWAY
 MV0226'AND THE NEW HIGHWAY, AND 27 FEET NORTH OF THE CENTERLINE OF THE OLD
 MV0226'HIGHWAY.  A STANDARD DISK, STAMPED 4129.532 J 19 1931 AND SET IN THE
 MV0226'TOP OF A CONCRETE POST.
 MV0226
 MV0226                          STATION RECOVERY (1984)
 MV0226
 MV0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MV0226'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  50.93 KM
 MV0226'(31.65 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MV0226'WINNEMUCCA, THENCE 19.53 KM (12.14 MI) WEST ALONG STATE HIGHWAY 140,
 MV0226'BETWEEN THE HIGHWAY AND A DIRT ROAD (OLD DENIO HIGHWAY), 0.39 KM
 MV0226'(0.25 MI) EAST OF THE INTERSECTION OF A DIRT ROAD, 0.25 KM (0.16 MI)
 MV0226'WEST OF MILEPOST 12, 69.8 METERS (229 FT) SOUTH OF THE HIGHWAY
 MV0226'CENTERLINE AND 8.5 METERS (28 FT) NORTH OF THE CENTER OF THE DIRT
 MV0226'ROAD.
 MV0226'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 MV0226'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0259 ***********************************************************************
 LQ0259  DESIGNATION -  J 190
 LQ0259  PID         -  LQ0259
 LQ0259  STATE/COUNTY-  NV/WHITE PINE
 LQ0259  USGS QUAD   -  GOSHUTE LAKE SOUTH (1982)
 LQ0259
 LQ0259                         *CURRENT SURVEY CONTROL
 LQ0259  ___________________________________________________________________
 LQ0259* NAD 83(1986)-  40 01 02.     (N)    114 39 40.     (W)     SCALED    
 LQ0259* NAVD 88     -      1822.183  (meters)    5978.28   (feet)  ADJUSTED  
 LQ0259  ___________________________________________________________________
 LQ0259  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 LQ0259  DYNAMIC HT  -        1820.425 (meters)    5972.51  (feet)  COMP
 LQ0259  MODELED GRAV-     979,596.3   (mgal)                       NAVD 88
 LQ0259
 LQ0259  VERT ORDER  -  SECOND    CLASS 0
 LQ0259
 LQ0259.The horizontal coordinates were scaled from a topographic map and have
 LQ0259.an estimated accuracy of +/- 6 seconds.
 LQ0259
 LQ0259.The orthometric height was determined by differential leveling
 LQ0259.and adjusted by the National Geodetic Survey in June 1991..
 LQ0259
 LQ0259.The geoid height was determined by GEOID03.
 LQ0259
 LQ0259.The dynamic height is computed by dividing the NAVD 88
 LQ0259.geopotential number by the normal gravity value computed on the
 LQ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0259.degrees latitude (g = 980.6199 gals.).
 LQ0259
 LQ0259.The modeled gravity was interpolated from observed gravity values.
 LQ0259
 LQ0259;                    North         East    Units  Estimated Accuracy
 LQ0259;SPC NV E     - 8,584,930.      278,730.      MT  (+/- 180 meters Scaled)
 LQ0259
 LQ0259                          SUPERSEDED SURVEY CONTROL
 LQ0259
 LQ0259  NGVD 29 (??/??/92) 1821.006  (m)         5974.42   (f) ADJ UNCH    2 0
 LQ0259
 LQ0259.Superseded values are not recommended for survey control.
 LQ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0259.See file dsdata.txt to determine how the superseded data were derived.
 LQ0259
 LQ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE996322(NAD 83)
 LQ0259_MARKER: DB = BENCH MARK DISK
 LQ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0259_STAMPING: J 190 1958
 LQ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0259+STABILITY: SURFACE MOTION
 LQ0259
 LQ0259  HISTORY     - Date     Condition        Report By
 LQ0259  HISTORY     - 1958     MONUMENTED       CGS
 LQ0259
 LQ0259                          STATION DESCRIPTION
 LQ0259
 LQ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0259'4.1 MI SW FROM LAGES STATION.
 LQ0259'4.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 93 AND 50 ALTERNATE FROM THE
 LQ0259'JUNCTION OF U. S. HIGHWAY 93 AT LAGES STATION, 53 FEET EAST OF THE
 LQ0259'CENTER LINE OF THE HIGHWAY, 73.6 FEET SOUTHEAST OF THE SOUTH END OF
 LQ0259'THE EAST CONCRETE HEAD WALL OF 24-INCH PIPE CULVERT 1327+30, 2.7 FEET
 LQ0259'WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET
 LQ0259'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0177 ***********************************************************************
 LQ0177  DESIGNATION -  J 191
 LQ0177  PID         -  LQ0177
 LQ0177  STATE/COUNTY-  NV/ELKO
 LQ0177  USGS QUAD   -  WHITE HORSE MOUNTAIN (1982)
 LQ0177
 LQ0177                         *CURRENT SURVEY CONTROL
 LQ0177  ___________________________________________________________________
 LQ0177* NAD 83(1986)-  40 20 49.     (N)    114 15 12.     (W)     SCALED    
 LQ0177* NAVD 88     -      1809.367  (meters)    5936.23   (feet)  ADJUSTED  
 LQ0177  ___________________________________________________________________
 LQ0177  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 LQ0177  DYNAMIC HT  -        1807.753 (meters)    5930.94  (feet)  COMP
 LQ0177  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 LQ0177
 LQ0177  VERT ORDER  -  SECOND    CLASS 0
 LQ0177
 LQ0177.The horizontal coordinates were scaled from a topographic map and have
 LQ0177.an estimated accuracy of +/- 6 seconds.
 LQ0177
 LQ0177.The orthometric height was determined by differential leveling
 LQ0177.and adjusted by the National Geodetic Survey in June 1991..
 LQ0177
 LQ0177.The geoid height was determined by GEOID03.
 LQ0177
 LQ0177.The dynamic height is computed by dividing the NAVD 88
 LQ0177.geopotential number by the normal gravity value computed on the
 LQ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0177.degrees latitude (g = 980.6199 gals.).
 LQ0177
 LQ0177.The modeled gravity was interpolated from observed gravity values.
 LQ0177
 LQ0177;                    North         East    Units  Estimated Accuracy
 LQ0177;SPC NV E     - 8,621,980.      312,990.      MT  (+/- 180 meters Scaled)
 LQ0177
 LQ0177                          SUPERSEDED SURVEY CONTROL
 LQ0177
 LQ0177  NGVD 29 (??/??/92) 1808.260  (m)         5932.60   (f) ADJ UNCH    2 0
 LQ0177
 LQ0177.Superseded values are not recommended for survey control.
 LQ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0177.See file dsdata.txt to determine how the superseded data were derived.
 LQ0177
 LQ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE332698(NAD 83)
 LQ0177_MARKER: DB = BENCH MARK DISK
 LQ0177_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0177_SP_SET: SHALE OUTCROP
 LQ0177_STAMPING: J 191 1958
 LQ0177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0177+STABILITY: POSITION/ELEVATION WELL
 LQ0177
 LQ0177  HISTORY     - Date     Condition        Report By
 LQ0177  HISTORY     - 1958     MONUMENTED       CGS
 LQ0177  HISTORY     - 1969     GOOD             NGS
 LQ0177
 LQ0177                          STATION DESCRIPTION
 LQ0177
 LQ0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0177'16.05 MI NE FROM BOONE SPRINGS.
 LQ0177'16.05 MILES NORTHEAST ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE UTOCO
 LQ0177'SERVICE STATION AT BOONE SPRINGS, 0.1 MILE EAST OF A GROUP OF TREES,
 LQ0177'BETWEEN THE HIGHWAY AND A FORMER ALIGNMENT OF THE HIGHWAY, IN THE TOP
 LQ0177'OF A MASSIVE GRAY SHALE OUTCROP WHICH IS FLUSH WITH THE GROUND, 53.2
 LQ0177'FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 52.5 FEET NORTH OF
 LQ0177'THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF A 2-FOOT HIGH CARIN,
 LQ0177'AND LEVEL WITH THE HIGHWAY.
 LQ0177
 LQ0177                          STATION RECOVERY (1969)
 LQ0177
 LQ0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LQ0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0330 ***********************************************************************
 MT0330  DESIGNATION -  J 192
 MT0330  PID         -  MT0330
 MT0330  STATE/COUNTY-  NV/ELKO
 MT0330  USGS QUAD   -  WINE CUP RANCH NE (1980)
 MT0330
 MT0330                         *CURRENT SURVEY CONTROL
 MT0330  ___________________________________________________________________
 MT0330* NAD 83(1986)-  41 27 56.     (N)    114 35 19.     (W)     SCALED    
 MT0330* NAVD 88     -      1651.929  (meters)    5419.70   (feet)  ADJUSTED  
 MT0330  ___________________________________________________________________
 MT0330  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 MT0330  DYNAMIC HT  -        1650.629 (meters)    5415.44  (feet)  COMP
 MT0330  MODELED GRAV-     979,777.8   (mgal)                       NAVD 88
 MT0330
 MT0330  VERT ORDER  -  SECOND    CLASS 0
 MT0330
 MT0330.The horizontal coordinates were scaled from a topographic map and have
 MT0330.an estimated accuracy of +/- 6 seconds.
 MT0330
 MT0330.The orthometric height was determined by differential leveling
 MT0330.and adjusted by the National Geodetic Survey in June 1991..
 MT0330
 MT0330.The geoid height was determined by GEOID03.
 MT0330
 MT0330.The dynamic height is computed by dividing the NAVD 88
 MT0330.geopotential number by the normal gravity value computed on the
 MT0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0330.degrees latitude (g = 980.6199 gals.).
 MT0330
 MT0330.The modeled gravity was interpolated from observed gravity values.
 MT0330
 MT0330;                    North         East    Units  Estimated Accuracy
 MT0330;SPC NV E     - 8,745,820.      283,090.      MT  (+/- 180 meters Scaled)
 MT0330
 MT0330                          SUPERSEDED SURVEY CONTROL
 MT0330
 MT0330  NGVD 29 (??/??/92) 1650.772  (m)         5415.91   (f) ADJ UNCH    2 0
 MT0330
 MT0330.Superseded values are not recommended for survey control.
 MT0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0330.See file dsdata.txt to determine how the superseded data were derived.
 MT0330
 MT0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF013932(NAD 83)
 MT0330_MARKER: DB = BENCH MARK DISK
 MT0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0330_STAMPING: J 192 1958
 MT0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0330+STABILITY: SURFACE MOTION
 MT0330
 MT0330  HISTORY     - Date     Condition        Report By
 MT0330  HISTORY     - 1958     MONUMENTED       CGS
 MT0330
 MT0330                          STATION DESCRIPTION
 MT0330
 MT0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0330'10.9 MI NE FROM WILKINS.
 MT0330'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0330'POST AT WILKINS, THENCE 10.2 MILES SOUTHEAST, EAST AND NORTHEAST ALONG
 MT0330'A GRAVEL ROAD, 0.45 MILE SOUTHWEST OF A SMALL WOODEN BRIDGE, 109 FEET
 MT0330'NORTHEAST OF THE CENTER OF Y JUNCTION OF A DIM FORMER ALIGNMENT OF THE
 MT0330'ROAD, IN LINE WITH A ROW OF TELEPHONE POLES, 42 FEET NORTHWEST AND
 MT0330'ACROSS THE OLD ROAD FROM THE CENTER LINE OF THE ROAD, 17 FEET
 MT0330'NORTHWEST OF THE CENTER LINE OF THE OLD ROAD, 24 1/2 FEET NORTHEAST OF
 MT0330'A TELEPHONE POLE, 2.4 FEET SOUTHEAST OF A WITNESS POST, 1 FOOT HIGHER
 MT0330'THAN THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 MT0330'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0273 ***********************************************************************
 MU0273  DESIGNATION -  J 196
 MU0273  PID         -  MU0273
 MU0273  STATE/COUNTY-  NV/HUMBOLDT
 MU0273  USGS QUAD   -  SOUTH OF MC DERMITT (1991)
 MU0273
 MU0273                         *CURRENT SURVEY CONTROL
 MU0273  ___________________________________________________________________
 MU0273* NAD 83(1986)-  41 49 34.     (N)    117 43 24.     (W)     SCALED    
 MU0273* NAVD 88     -      1339.604  (meters)    4395.02   (feet)  ADJUSTED  
 MU0273  ___________________________________________________________________
 MU0273  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 MU0273  DYNAMIC HT  -        1338.667 (meters)    4391.94  (feet)  COMP
 MU0273  MODELED GRAV-     979,877.0   (mgal)                       NAVD 88
 MU0273
 MU0273  VERT ORDER  -  SECOND    CLASS 0
 MU0273
 MU0273.The horizontal coordinates were scaled from a topographic map and have
 MU0273.an estimated accuracy of +/- 6 seconds.
 MU0273
 MU0273.The orthometric height was determined by differential leveling
 MU0273.and adjusted by the National Geodetic Survey in June 1991..
 MU0273
 MU0273.The geoid height was determined by GEOID03.
 MU0273
 MU0273.The dynamic height is computed by dividing the NAVD 88
 MU0273.geopotential number by the normal gravity value computed on the
 MU0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0273.degrees latitude (g = 980.6199 gals.).
 MU0273
 MU0273.The modeled gravity was interpolated from observed gravity values.
 MU0273
 MU0273;                    North         East    Units  Estimated Accuracy
 MU0273;SPC NV W     - 4,785,740.      871,440.      MT  (+/- 180 meters Scaled)
 MU0273
 MU0273                          SUPERSEDED SURVEY CONTROL
 MU0273
 MU0273  NGVD 29 (??/??/92) 1338.462  (m)         4391.27   (f) ADJ UNCH    2 0
 MU0273
 MU0273.Superseded values are not recommended for survey control.
 MU0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0273.See file dsdata.txt to determine how the superseded data were derived.
 MU0273
 MU0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG399307(NAD 83)
 MU0273_MARKER: DB = BENCH MARK DISK
 MU0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MU0273_SP_SET: CULVERT
 MU0273_STAMPING: J 196 1963
 MU0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0273
 MU0273  HISTORY     - Date     Condition        Report By
 MU0273  HISTORY     - 1963     MONUMENTED       CGS
 MU0273
 MU0273                          STATION DESCRIPTION
 MU0273
 MU0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0273'12.45 MI S FROM MCDERMITT.
 MU0273'12.45 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0273'LINE AT MCDERMITT, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 MU0273'HEAD WALL OF A 24-INCH PIPE CULVERT, 23.5 FEET EAST OF THE CENTER LINE
 MU0273'OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0311 ***********************************************************************
 MU0311  DESIGNATION -  J 197
 MU0311  PID         -  MU0311
 MU0311  STATE/COUNTY-  NV/HUMBOLDT
 MU0311  USGS QUAD   -  HINKEY SUMMIT (1991)
 MU0311
 MU0311                         *CURRENT SURVEY CONTROL
 MU0311  ___________________________________________________________________
 MU0311* NAD 83(1986)-  41 44 59.     (N)    117 31 17.     (W)     SCALED    
 MU0311* NAVD 88     -      2030.336  (meters)    6661.19   (feet)  ADJUSTED  
 MU0311  ___________________________________________________________________
 MU0311  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 MU0311  DYNAMIC HT  -        2028.698 (meters)    6655.82  (feet)  COMP
 MU0311  MODELED GRAV-     979,742.5   (mgal)                       NAVD 88
 MU0311
 MU0311  VERT ORDER  -  SECOND    CLASS 0
 MU0311
 MU0311.The horizontal coordinates were scaled from a topographic map and have
 MU0311.an estimated accuracy of +/- 6 seconds.
 MU0311
 MU0311.The orthometric height was determined by differential leveling
 MU0311.and adjusted by the National Geodetic Survey in June 1991..
 MU0311
 MU0311.The geoid height was determined by GEOID03.
 MU0311
 MU0311.The dynamic height is computed by dividing the NAVD 88
 MU0311.geopotential number by the normal gravity value computed on the
 MU0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0311.degrees latitude (g = 980.6199 gals.).
 MU0311
 MU0311.The modeled gravity was interpolated from observed gravity values.
 MU0311
 MU0311;                    North         East    Units  Estimated Accuracy
 MU0311;SPC NV W     - 4,777,450.      888,320.      MT  (+/- 180 meters Scaled)
 MU0311
 MU0311                          SUPERSEDED SURVEY CONTROL
 MU0311
 MU0311  NGVD 29 (??/??/92) 2029.06   (m)         6657.0    (f) COMPUTED    2 0
 MU0311
 MU0311.Superseded values are not recommended for survey control.
 MU0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0311.See file dsdata.txt to determine how the superseded data were derived.
 MU0311
 MU0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG566221(NAD 83)
 MU0311_MARKER: DB = BENCH MARK DISK
 MU0311_SETTING: 80 = SET IN A BOULDER
 MU0311_STAMPING: J 197 1963
 MU0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0311+STABILITY: SURFACE MOTION
 MU0311
 MU0311  HISTORY     - Date     Condition        Report By
 MU0311  HISTORY     - 1963     MONUMENTED       CGS
 MU0311
 MU0311                          STATION DESCRIPTION
 MU0311
 MU0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0311'29.75 MI SE FROM MCDERMITT.
 MU0311'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0311'LINE AT MCDERMITT, THENCE 15.75 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0311'ON THE TOP OF A CUT BANK, ABOUT 150 YARDS NORTHWEST AND ACROSS THE
 MU0311'ROAD FROM A GROUP OF SMALL SCRUBBY TREES, 28 FEET NORTH OF THE CENTER
 MU0311'LINE OF THE ROAD, IN THE TOP OF A 3- BY 4-FOOT BOULDER WHICH PROJECTS
 MU0311'ABOUT 0.5 FOOT ABOVE THE GROUND, 6 FEET WEST OF A 10-BY 12-FOOT
 MU0311'UNEMBEDDED BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, AND
 MU0311'ABOUT 6 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0180 ***********************************************************************
 MU0180  DESIGNATION -  J 198
 MU0180  PID         -  MU0180
 MU0180  STATE/COUNTY-  NV/HUMBOLDT
 MU0180  USGS QUAD   -  MAIDEN BUTTE (1980)
 MU0180
 MU0180                         *CURRENT SURVEY CONTROL
 MU0180  ___________________________________________________________________
 MU0180* NAD 83(1986)-  41 48 00.     (N)    117 13 06.     (W)     SCALED    
 MU0180* NAVD 88     -      1866.325  (meters)    6123.10   (feet)  ADJUSTED  
 MU0180  ___________________________________________________________________
 MU0180  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 MU0180  DYNAMIC HT  -        1864.892 (meters)    6118.40  (feet)  COMP
 MU0180  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 MU0180
 MU0180  VERT ORDER  -  SECOND    CLASS 0
 MU0180
 MU0180.The horizontal coordinates were scaled from a topographic map and have
 MU0180.an estimated accuracy of +/- 6 seconds.
 MU0180
 MU0180.The orthometric height was determined by differential leveling
 MU0180.and adjusted by the National Geodetic Survey in June 1991..
 MU0180
 MU0180.The geoid height was determined by GEOID03.
 MU0180
 MU0180.The dynamic height is computed by dividing the NAVD 88
 MU0180.geopotential number by the normal gravity value computed on the
 MU0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0180.degrees latitude (g = 980.6199 gals.).
 MU0180
 MU0180.The modeled gravity was interpolated from observed gravity values.
 MU0180
 MU0180;                    North         East    Units  Estimated Accuracy
 MU0180;SPC NV W     - 4,783,390.      913,440.      MT  (+/- 180 meters Scaled)
 MU0180
 MU0180                          SUPERSEDED SURVEY CONTROL
 MU0180
 MU0180  NGVD 29 (??/??/92) 1865.112  (m)         6119.12   (f) ADJ UNCH    2 0
 MU0180
 MU0180.Superseded values are not recommended for survey control.
 MU0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0180.See file dsdata.txt to determine how the superseded data were derived.
 MU0180
 MU0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG818275(NAD 83)
 MU0180_MARKER: DB = BENCH MARK DISK
 MU0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0180_STAMPING: J 198 1963
 MU0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0180+STABILITY: SURFACE MOTION
 MU0180
 MU0180  HISTORY     - Date     Condition        Report By
 MU0180  HISTORY     - 1963     MONUMENTED       CGS
 MU0180
 MU0180                          STATION DESCRIPTION
 MU0180
 MU0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0180'52.75 MI E FROM MCDERMITT.
 MU0180'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0180'LINE AT MCDERMITT, THENCE 17.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0180'THENCE 20.2 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 1.4 MILES NORTH
 MU0180'ALONG A DIRT ROAD, 0.65 MILE SOUTH OF CALICO SPRINGS, 24 FEET WEST OF
 MU0180'THE CENTER LINE OF THE ROAD, 4.0 FEET SOUTHEAST OF A WITNESS POST,
 MU0180'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MU0180'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0363 ***********************************************************************
 LQ0363  DESIGNATION -  J 199
 LQ0363  PID         -  LQ0363
 LQ0363  STATE/COUNTY-  NV/ELKO
 LQ0363  USGS QUAD   -  CEDAR RIDGE (1985)
 LQ0363
 LQ0363                         *CURRENT SURVEY CONTROL
 LQ0363  ___________________________________________________________________
 LQ0363* NAD 83(1986)-  40 24 03.     (N)    115 48 33.     (W)     SCALED    
 LQ0363* NAVD 88     -      1752.351  (meters)    5749.17   (feet)  ADJUSTED  
 LQ0363  ___________________________________________________________________
 LQ0363  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 LQ0363  DYNAMIC HT  -        1750.781 (meters)    5744.02  (feet)  COMP
 LQ0363  MODELED GRAV-     979,666.9   (mgal)                       NAVD 88
 LQ0363
 LQ0363  VERT ORDER  -  SECOND    CLASS 0
 LQ0363
 LQ0363.The horizontal coordinates were scaled from a topographic map and have
 LQ0363.an estimated accuracy of +/- 6 seconds.
 LQ0363
 LQ0363.The orthometric height was determined by differential leveling
 LQ0363.and adjusted by the National Geodetic Survey in June 1991..
 LQ0363
 LQ0363.The geoid height was determined by GEOID03.
 LQ0363
 LQ0363.The dynamic height is computed by dividing the NAVD 88
 LQ0363.geopotential number by the normal gravity value computed on the
 LQ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0363.degrees latitude (g = 980.6199 gals.).
 LQ0363
 LQ0363.The modeled gravity was interpolated from observed gravity values.
 LQ0363
 LQ0363;                    North         East    Units  Estimated Accuracy
 LQ0363;SPC NV E     - 8,627,140.      180,830.      MT  (+/- 180 meters Scaled)
 LQ0363
 LQ0363                          SUPERSEDED SURVEY CONTROL
 LQ0363
 LQ0363  NGVD 29 (??/??/92) 1751.230  (m)         5745.49   (f) ADJ UNCH    2 0
 LQ0363
 LQ0363.Superseded values are not recommended for survey control.
 LQ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0363.See file dsdata.txt to determine how the superseded data were derived.
 LQ0363
 LQ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE010729(NAD 83)
 LQ0363_MARKER: DB = BENCH MARK DISK
 LQ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0363_STAMPING: J 199 1963
 LQ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0363+STABILITY: SURFACE MOTION
 LQ0363
 LQ0363  HISTORY     - Date     Condition        Report By
 LQ0363  HISTORY     - 1963     MONUMENTED       CGS
 LQ0363
 LQ0363                          STATION DESCRIPTION
 LQ0363
 LQ0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0363'8.5 MI W FROM JIGGS.
 LQ0363'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0363'JIGGS, THENCE 8.2 MILES WEST ALONG THE LITTLE PORTER CREEK ROAD, 0.15
 LQ0363'MILE SOUTHWEST OF A WIRE CORRAL, AT THE NORTHEAST END OF A CURVE, 37
 LQ0363'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 61 FEET NORTHWEST OF A
 LQ0363'LONE CEDAR TREE, 1.5 FEET NORTHEAST OF A WITNESS POST, 1 FOOT HIGHER
 LQ0363'THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0050 ***********************************************************************
 HP0050  DESIGNATION -  J 2
 HP0050  PID         -  HP0050
 HP0050  STATE/COUNTY-  NV/LINCOLN
 HP0050  USGS QUAD   -  ELGIN NE (1980)
 HP0050
 HP0050                         *CURRENT SURVEY CONTROL
 HP0050  ___________________________________________________________________
 HP0050* NAD 83(1986)-  37 25 52.     (N)    114 33 47.     (W)     SCALED    
 HP0050* NAVD 88     -      1151.829  (meters)    3778.96   (feet)  POSTED    
 HP0050  ___________________________________________________________________
 HP0050  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 HP0050  DYNAMIC HT  -        1150.590 (meters)    3774.89  (feet)  COMP
 HP0050  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 HP0050
 HP0050  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0050
 HP0050.The horizontal coordinates were scaled from a topographic map and have
 HP0050.an estimated accuracy of +/- 6 seconds.
 HP0050
 HP0050.The orthometric height was determined by differential leveling
 HP0050.and adjusted by the National Geodetic Survey in 1992..
 HP0050.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0050.rate of 1.1 thru 2.0 mm/km.
 HP0050
 HP0050.The geoid height was determined by GEOID03.
 HP0050
 HP0050.The dynamic height is computed by dividing the NAVD 88
 HP0050.geopotential number by the normal gravity value computed on the
 HP0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0050.degrees latitude (g = 980.6199 gals.).
 HP0050
 HP0050.The modeled gravity was interpolated from observed gravity values.
 HP0050
 HP0050;                    North         East    Units  Estimated Accuracy
 HP0050;SPC NV E     - 8,297,960.      290,290.      MT  (+/- 180 meters Scaled)
 HP0050
 HP0050                          SUPERSEDED SURVEY CONTROL
 HP0050
 HP0050  NGVD 29 (??/??/92) 1150.881  (m)         3775.85   (f) ADJ UNCH    1 2
 HP0050
 HP0050.Superseded values are not recommended for survey control.
 HP0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0050.See file dsdata.txt to determine how the superseded data were derived.
 HP0050
 HP0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB156454(NAD 83)
 HP0050_MARKER: P = PIPE CAP
 HP0050_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HP0050_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HP0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0050
 HP0050  HISTORY     - Date     Condition        Report By
 HP0050  HISTORY     - UNK      MONUMENTED       CGS
 HP0050  HISTORY     - 1950     GOOD             NGS
 HP0050  HISTORY     - 1968     MARK NOT FOUND   USGS
 HP0050
 HP0050                          STATION DESCRIPTION
 HP0050
 HP0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HP0050'IN BOYD.
 HP0050'AT BOYD, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD, 1/4 MILE
 HP0050'SOUTHEAST OF THE STATION SIGN, 246 FEET NORTHWEST OF THE POINT OF
 HP0050'SWITCH AT THE SOUTH END OF THE SIDING, AT A HIGHWAY CROSSING, 60 FEET
 HP0050'NORTHEAST OF THE CENTER LINE OF THE MAIN TRACK, 8 FEET NORTHEAST OF
 HP0050'THE RIGHT-OF-WAY FENCE, AND IN LINE WITH THE NORTH FENCE AT THE
 HP0050'CROSSING.  A STANDARD CAP, FASTENED ON THE TOP OF AN IRON PIPE
 HP0050'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 HP0050
 HP0050                          STATION RECOVERY (1968)
 HP0050
 HP0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HP0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0033 ***********************************************************************
 MV0033  DESIGNATION -  J 20
 MV0033  PID         -  MV0033
 MV0033  STATE/COUNTY-  NV/HUMBOLDT
 MV0033  USGS QUAD   -  DENIO SUMMIT (1990)
 MV0033
 MV0033                         *CURRENT SURVEY CONTROL
 MV0033  ___________________________________________________________________
 MV0033* NAD 83(1986)-  41 50 51.     (N)    118 34 52.     (W)     SCALED    
 MV0033* NAVD 88     -      1439.495  (meters)    4722.74   (feet)  POSTED    
 MV0033  ___________________________________________________________________
 MV0033  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 MV0033  DYNAMIC HT  -        1438.490 (meters)    4719.45  (feet)  COMP
 MV0033  MODELED GRAV-     979,872.3   (mgal)                       NAVD 88
 MV0033
 MV0033  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MV0033
 MV0033.The horizontal coordinates were scaled from a topographic map and have
 MV0033.an estimated accuracy of +/- 6 seconds.
 MV0033
 MV0033.The orthometric height was determined by differential leveling
 MV0033.and adjusted by the National Geodetic Survey in 1992..
 MV0033.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MV0033.rate of 1.1 thru 2.0 mm/km.
 MV0033
 MV0033.The geoid height was determined by GEOID03.
 MV0033
 MV0033.The dynamic height is computed by dividing the NAVD 88
 MV0033.geopotential number by the normal gravity value computed on the
 MV0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0033.degrees latitude (g = 980.6199 gals.).
 MV0033
 MV0033.The modeled gravity was interpolated from observed gravity values.
 MV0033
 MV0033;                    North         East    Units  Estimated Accuracy
 MV0033;SPC NV W     - 4,787,760.      800,190.      MT  (+/- 180 meters Scaled)
 MV0033
 MV0033                          SUPERSEDED SURVEY CONTROL
 MV0033
 MV0033  NGVD 29 (??/??/92) 1438.322  (m)         4718.89   (f) ADJ UNCH    1 2
 MV0033
 MV0033.Superseded values are not recommended for survey control.
 MV0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0033.See file dsdata.txt to determine how the superseded data were derived.
 MV0033
 MV0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG687340(NAD 83)
 MV0033_MARKER: DB = BENCH MARK DISK
 MV0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0033_STAMPING: 4718.908 J 20 1931
 MV0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0033+STABILITY: SURFACE MOTION
 MV0033
 MV0033  HISTORY     - Date     Condition        Report By
 MV0033  HISTORY     - 1931     MONUMENTED       CGS
 MV0033  HISTORY     - 1934     GOOD             NGS
 MV0033
 MV0033                          STATION DESCRIPTION
 MV0033
 MV0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MV0033'10.6 MI SE FROM DENIO, OR.
 MV0033'IN HUMBOLDT COUNTY, NEVADA, 10.6 MILES SOUTHEAST ALONG THE HIGHWAY
 MV0033'FROM DENIO, HARNEY COUNTY, OREGON, ABOUT 500 FEET WEST OF THE NEW
 MV0033'HIGHWAY, AND 45 FEET EAST OF THE CENTERLINE OF THE OLD ROAD.  A
 MV0033'STANDARD DISK, STAMPED 4718.908 J 20 1931 AND SET IN THE TOP OF A
 MV0033'CONCRETE POST.  NOTE-- 550 FEET W OF CENTERLINE OF HWY., 205 FEET N OF
 MV0033'DRAIN, 45 FEET E OF CENTERLINE OF TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0794 ***********************************************************************
 KR0794  DESIGNATION -  J 200
 KR0794  PID         -  KR0794
 KR0794  STATE/COUNTY-  NV/LYON
 KR0794  USGS QUAD   -  MISFITS FLAT (1985)
 KR0794
 KR0794                         *CURRENT SURVEY CONTROL
 KR0794  ___________________________________________________________________
 KR0794* NAD 83(1986)-  39 19 29.     (N)    119 28 28.     (W)     SCALED    
 KR0794* NAVD 88     -      1352.38   (+/-2cm)    4436.9    (feet)  VERTCON   
 KR0794  ___________________________________________________________________
 KR0794  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 KR0794
 KR0794  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0794
 KR0794.The horizontal coordinates were scaled from a topographic map and have
 KR0794.an estimated accuracy of +/- 6 seconds.
 KR0794
 KR0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0794.The vertical order pertains to the NGVD 29 superseded value.
 KR0794
 KR0794.The geoid height was determined by GEOID03.
 KR0794
 KR0794;                    North         East    Units  Estimated Accuracy
 KR0794;SPC NV W     - 4,508,020.      723,170.      MT  (+/- 180 meters Scaled)
 KR0794
 KR0794                          SUPERSEDED SURVEY CONTROL
 KR0794
 KR0794  NGVD 29 (??/??/92) 1351.354  (m)         4433.57   (f) ADJ UNCH    2 0
 KR0794
 KR0794.Superseded values are not recommended for survey control.
 KR0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0794.See file dsdata.txt to determine how the superseded data were derived.
 KR0794
 KR0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD867557(NAD 83)
 KR0794_MARKER: DB = BENCH MARK DISK
 KR0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0794_STAMPING: J 200 1935
 KR0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0794+STABILITY: SURFACE MOTION
 KR0794
 KR0794  HISTORY     - Date     Condition        Report By
 KR0794  HISTORY     - 1935     MONUMENTED       CGS
 KR0794
 KR0794                          STATION DESCRIPTION
 KR0794
 KR0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0794'9.0 MI NE FROM DAYTON.
 KR0794'9.0 MILES NORTHEAST OF, ALONG U.S. HWY. NO. 50.  700 FEET WEST OF TOP
 KR0794'OF LONG EASTERN SLOPE.  33.7 FEET SOUTH OF CENTERLINE OF HIGHWAY, 21.4
 KR0794'FEET NORTH OF SMALL DRAIN DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0706 ***********************************************************************
 KR0706  DESIGNATION -  J 201
 KR0706  PID         -  KR0706
 KR0706  STATE/COUNTY-  NV/STOREY
 KR0706  USGS QUAD   -  DERBY DAM (1985)
 KR0706
 KR0706                         *CURRENT SURVEY CONTROL
 KR0706  ___________________________________________________________________
 KR0706* NAD 83(1986)-  39 33 00.     (N)    119 27 52.     (W)     SCALED    
 KR0706* NAVD 88     -      1358.12   (+/-2cm)    4455.8    (feet)  VERTCON   
 KR0706  ___________________________________________________________________
 KR0706  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KR0706
 KR0706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0706
 KR0706.The horizontal coordinates were scaled from a topographic map and have
 KR0706.an estimated accuracy of +/- 6 seconds.
 KR0706
 KR0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0706.The vertical order pertains to the NGVD 29 superseded value.
 KR0706
 KR0706.The geoid height was determined by GEOID03.
 KR0706
 KR0706;                    North         East    Units  Estimated Accuracy
 KR0706;SPC NV W     - 4,533,030.      724,270.      MT  (+/- 180 meters Scaled)
 KR0706
 KR0706                          SUPERSEDED SURVEY CONTROL
 KR0706
 KR0706  NGVD 29 (??/??/92) 1357.092  (m)         4452.39   (f) ADJ UNCH    2 0
 KR0706
 KR0706.Superseded values are not recommended for survey control.
 KR0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0706.See file dsdata.txt to determine how the superseded data were derived.
 KR0706
 KR0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD882807(NAD 83)
 KR0706_MARKER: DB = BENCH MARK DISK
 KR0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0706_STAMPING: J 201 1935
 KR0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0706+STABILITY: SURFACE MOTION
 KR0706
 KR0706  HISTORY     - Date     Condition        Report By
 KR0706  HISTORY     - 1935     MONUMENTED       CGS
 KR0706  HISTORY     - 1935     GOOD             NGS
 KR0706
 KR0706                          STATION DESCRIPTION
 KR0706
 KR0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0706'2.0 MI SE FROM CLARK.
 KR0706'2.0 MILES SOUTHEAST ALONG ROAD TO RAMSEY.  ABOUT 600 FEET WEST OF TWO
 KR0706'LARGE MOUNDS OF LOOSE ROCK.  87 FEET SOUTH SECTION CORNER STAKE, 36
 KR0706'FEET EAST OF EAST BANK OF SMALL CREEK, 27.1 FEET WEST OF CENTERLINE OF
 KR0706'ROAD.
 KR0706
 KR0706                          STATION RECOVERY (1935)
 KR0706
 KR0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KR0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0328 ***********************************************************************
 JR0328  DESIGNATION -  J 202
 JR0328  PID         -  JR0328
 JR0328  STATE/COUNTY-  NV/LYON
 JR0328  USGS QUAD   -  YERINGTON (1986)
 JR0328
 JR0328                         *CURRENT SURVEY CONTROL
 JR0328  ___________________________________________________________________
 JR0328* NAD 83(1986)-  38 54 13.     (N)    119 09 25.     (W)     SCALED    
 JR0328* NAVD 88     -      1355.13   (+/-2cm)    4446.0    (feet)  VERTCON   
 JR0328  ___________________________________________________________________
 JR0328  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 JR0328
 JR0328  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0328
 JR0328.The horizontal coordinates were scaled from a topographic map and have
 JR0328.an estimated accuracy of +/- 6 seconds.
 JR0328
 JR0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0328.The vertical order pertains to the NGVD 29 superseded value.
 JR0328
 JR0328.The geoid height was determined by GEOID03.
 JR0328
 JR0328;                    North         East    Units  Estimated Accuracy
 JR0328;SPC NV W     - 4,461,060.      750,250.      MT  (+/- 180 meters Scaled)
 JR0328
 JR0328                          SUPERSEDED SURVEY CONTROL
 JR0328
 JR0328  NGVD 29 (??/??/92) 1354.074  (m)         4442.49   (f) ADJ UNCH    2 0
 JR0328
 JR0328.Superseded values are not recommended for survey control.
 JR0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0328.See file dsdata.txt to determine how the superseded data were derived.
 JR0328
 JR0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD129082(NAD 83)
 JR0328_MARKER: DB = BENCH MARK DISK
 JR0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0328_STAMPING: J 202 1935
 JR0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0328+STABILITY: SURFACE MOTION
 JR0328
 JR0328  HISTORY     - Date     Condition        Report By
 JR0328  HISTORY     - 1935     MONUMENTED       CGS
 JR0328  HISTORY     - 1984     MARK NOT FOUND   USGS
 JR0328
 JR0328                          STATION DESCRIPTION
 JR0328
 JR0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0328'5.8 MI S FROM YERINGTON.
 JR0328'5.8 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 JR0328'YERINGTON, LYON COUNTY, AT BERITT SCHOOL, 71.7 FEET NORTHEAST
 JR0328'OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 4.5 FEET SOUTH OF
 JR0328'THE NORTHEAST CORNER OF THE SCHOOLYARD, 15 FEET SOUTH OF POWER
 JR0328'POLE 16010, AND 2 FEET WEST OF THE PICKET FENCE.  A STANDARD
 JR0328'DISK, STAMPED J 202 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JR0328
 JR0328                          STATION RECOVERY (1984)
 JR0328
 JR0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JR0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1056 ***********************************************************************
 KR1056  DESIGNATION -  J 208
 KR1056  PID         -  KR1056
 KR1056  STATE/COUNTY-  NV/WASHOE
 KR1056  USGS QUAD   -  MARLETTE LAKE (1992)
 KR1056
 KR1056                         *CURRENT SURVEY CONTROL
 KR1056  ___________________________________________________________________
 KR1056* NAD 83(1986)-  39 11 00.     (N)    119 55 37.     (W)     SCALED    
 KR1056* NAVD 88     -      1937.86   (+/-2cm)    6357.8    (feet)  VERTCON   
 KR1056  ___________________________________________________________________
 KR1056  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 KR1056
 KR1056  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1056
 KR1056.The horizontal coordinates were scaled from a topographic map and have
 KR1056.an estimated accuracy of +/- 6 seconds.
 KR1056
 KR1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1056.The vertical order pertains to the NGVD 29 superseded value.
 KR1056
 KR1056.The geoid height was determined by GEOID03.
 KR1056
 KR1056;                    North         East    Units  Estimated Accuracy
 KR1056;SPC NV W     - 4,492,810.      683,920.      MT  (+/- 180 meters Scaled)
 KR1056
 KR1056                          SUPERSEDED SURVEY CONTROL
 KR1056
 KR1056  NGVD 29 (??/??/92) 1936.590  (m)         6353.63   (f) ADJ UNCH    2 0
 KR1056
 KR1056.Superseded values are not recommended for survey control.
 KR1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1056.See file dsdata.txt to determine how the superseded data were derived.
 KR1056
 KR1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD471412(NAD 83)
 KR1056_MARKER: DB = BENCH MARK DISK
 KR1056_SETTING: 80 = SET IN A BOULDER
 KR1056_STAMPING: J 208 1935
 KR1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1056+STABILITY: SURFACE MOTION
 KR1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1056+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 KR1056
 KR1056  HISTORY     - Date     Condition        Report By
 KR1056  HISTORY     - 1935     MONUMENTED       CGS
 KR1056  HISTORY     - 1941     GOOD             NGS
 KR1056  HISTORY     - 20030908 GOOD             USPSQD
 KR1056
 KR1056                          STATION DESCRIPTION
 KR1056
 KR1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KR1056'9 MI E FROM TAHOE.
 KR1056'IN WASHOE COUNTY, 9 MILES EAST AND SOUTH ALONG STATE HIGHWAY 28 FROM
 KR1056'THE NEVADA-CALIFORNIA STATE LINE, 6.5 MILES NORTH OF THE JUNCTION OF
 KR1056'U.S. HIGHWAY 50, ON THE ROUGH WOODED SHORE OF LAKE TAHOE, 150 FEET
 KR1056'NORTHEAST OF THE NORTHEAST EDGE OF THE LAKE, 150 FEET ABOVE THE LEVEL
 KR1056'OF THE LAKE, 35 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, ON A
 KR1056'STEEP SIDE HILL JUST WEST OF A 3-FOOT PINE TREE, IN THE TOP OF A LARGE
 KR1056'BOULDER, AND ABOUT 10 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 KR1056'STAMPED J 208 1935.
 KR1056
 KR1056                          STATION RECOVERY (2003)
 KR1056
 KR1056'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1087 ***********************************************************************
 KR1087  DESIGNATION -  J 209
 KR1087  PID         -  KR1087
 KR1087  STATE/COUNTY-  NV/DOUGLAS
 KR1087  USGS QUAD   -  MC TARNAHAN HILL (1994)
 KR1087
 KR1087                         *CURRENT SURVEY CONTROL
 KR1087  ___________________________________________________________________
 KR1087* NAD 83(1986)-  39 03 32.     (N)    119 41 38.     (W)     SCALED    
 KR1087* NAVD 88     -      1566.68   (+/-2cm)    5140.0    (feet)  VERTCON   
 KR1087  ___________________________________________________________________
 KR1087  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR1087
 KR1087  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1087
 KR1087.The horizontal coordinates were scaled from a topographic map and have
 KR1087.an estimated accuracy of +/- 6 seconds.
 KR1087
 KR1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1087.The vertical order pertains to the NGVD 29 superseded value.
 KR1087
 KR1087.The geoid height was determined by GEOID03.
 KR1087
 KR1087;                    North         East    Units  Estimated Accuracy
 KR1087;SPC NV W     - 4,478,720.      703,890.      MT  (+/- 180 meters Scaled)
 KR1087
 KR1087                          SUPERSEDED SURVEY CONTROL
 KR1087
 KR1087  NGVD 29 (??/??/92) 1565.536  (m)         5136.26   (f) ADJ UNCH    2 0
 KR1087
 KR1087.Superseded values are not recommended for survey control.
 KR1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1087.See file dsdata.txt to determine how the superseded data were derived.
 KR1087
 KR1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD669267(NAD 83)
 KR1087_MARKER: DB = BENCH MARK DISK
 KR1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1087_STAMPING: J 209 1935
 KR1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1087+STABILITY: SURFACE MOTION
 KR1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1087+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2002
 KR1087
 KR1087  HISTORY     - Date     Condition        Report By
 KR1087  HISTORY     - 1935     MONUMENTED       CGS
 KR1087  HISTORY     - 1956     MARK NOT FOUND   NGS
 KR1087  HISTORY     - 1968     MARK NOT FOUND   USGS
 KR1087  HISTORY     - 20020220 GOOD             NVGS
 KR1087
 KR1087                          STATION DESCRIPTION
 KR1087
 KR1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KR1087'5.7 MI E FROM STEWART.
 KR1087'IN DOUGLASS COUNTY, 5.7 MILES EAST ALONG THE WABUSKA ROAD FROM THE
 KR1087'POST OFFICE AT STEWART, ORMSBY COUNTY, AT THE TOP OF A HILL, 300 FEET
 KR1087'NORTH OF THE MOUTH OF A NORTH-AND-SOUTH CANYON, AND 11 FEET NORTH OF
 KR1087'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED J 209 1935 AND
 KR1087'SET IN THE TOP OF A CONCRETE POST.
 KR1087
 KR1087                          STATION RECOVERY (1968)
 KR1087
 KR1087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR1087'MARK NOT FOUND.
 KR1087
 KR1087                          STATION RECOVERY (2002)
 KR1087
 KR1087'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 KR1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1185 ***********************************************************************
 KR1185  DESIGNATION -  J 21
 KR1185  PID         -  KR1185
 KR1185  STATE/COUNTY-  NV/WASHOE
 KR1185  USGS QUAD   -  SUTCLIFFE (1980)
 KR1185
 KR1185                         *CURRENT SURVEY CONTROL
 KR1185  ___________________________________________________________________
 KR1185* NAD 83(1986)-  39 57 13.     (N)    119 36 16.     (W)     SCALED    
 KR1185* NAVD 88     -      1189.906  (meters)    3903.88   (feet)  ADJUSTED  
 KR1185  ___________________________________________________________________
 KR1185  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 KR1185  DYNAMIC HT  -        1188.947 (meters)    3900.74  (feet)  COMP
 KR1185  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 KR1185
 KR1185  VERT ORDER  -  FIRST     CLASS II
 KR1185
 KR1185.The horizontal coordinates were scaled from a topographic map and have
 KR1185.an estimated accuracy of +/- 6 seconds.
 KR1185
 KR1185.The orthometric height was determined by differential leveling
 KR1185.and adjusted by the National Geodetic Survey in June 1991..
 KR1185
 KR1185.The geoid height was determined by GEOID03.
 KR1185
 KR1185.The dynamic height is computed by dividing the NAVD 88
 KR1185.geopotential number by the normal gravity value computed on the
 KR1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1185.degrees latitude (g = 980.6199 gals.).
 KR1185
 KR1185.The modeled gravity was interpolated from observed gravity values.
 KR1185
 KR1185;                    North         East    Units  Estimated Accuracy
 KR1185;SPC NV W     - 4,577,960.      712,750.      MT  (+/- 180 meters Scaled)
 KR1185
 KR1185                          SUPERSEDED SURVEY CONTROL
 KR1185
 KR1185  NGVD 29 (??/??/92) 1188.934  (m)         3900.69   (f) ADJ UNCH    1 2
 KR1185
 KR1185.Superseded values are not recommended for survey control.
 KR1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1185.See file dsdata.txt to determine how the superseded data were derived.
 KR1185
 KR1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE775258(NAD 83)
 KR1185_MARKER: DB = BENCH MARK DISK
 KR1185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1185_SP_SET: FOUNDATION
 KR1185_STAMPING: J 21 1931
 KR1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1185
 KR1185  HISTORY     - Date     Condition        Report By
 KR1185  HISTORY     - 1931     MONUMENTED       CGS
 KR1185  HISTORY     - 1957     GOOD             USGS
 KR1185
 KR1185                          STATION DESCRIPTION
 KR1185
 KR1185'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 KR1185'IN SUTCLIFFE.
 KR1185'ABOUT 1,000 FEET NORTH OF THE SIDING SIGN AT SUTCLIFFE, WASHOE COUNTY,
 KR1185'AT THE RAILROAD WATER TOWER, 25 FEET SOUTH OF ROAD CROSSING AND ON THE
 KR1185'EAST SIDE OF THE CENTER CONCRETE FOUNDATION OF THE TOWER. A STANDARD
 KR1185'DISK, STAMPED J 21 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0822 ***********************************************************************
 KR0822  DESIGNATION -  J 210
 KR0822  PID         -  KR0822
 KR0822  STATE/COUNTY-  NV/LYON
 KR0822  USGS QUAD   -  MOUNT COMO (1993)
 KR0822
 KR0822                         *CURRENT SURVEY CONTROL
 KR0822  ___________________________________________________________________
 KR0822* NAD 83(1986)-  39 02 05.     (N)    119 25 24.     (W)     SCALED    
 KR0822* NAVD 88     -      1692.76   (+/-2cm)    5553.7    (feet)  VERTCON   
 KR0822  ___________________________________________________________________
 KR0822  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR0822
 KR0822  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0822
 KR0822.The horizontal coordinates were scaled from a topographic map and have
 KR0822.an estimated accuracy of +/- 6 seconds.
 KR0822
 KR0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0822.The vertical order pertains to the NGVD 29 superseded value.
 KR0822
 KR0822.The geoid height was determined by GEOID03.
 KR0822
 KR0822;                    North         East    Units  Estimated Accuracy
 KR0822;SPC NV W     - 4,475,790.      727,280.      MT  (+/- 180 meters Scaled)
 KR0822
 KR0822                          SUPERSEDED SURVEY CONTROL
 KR0822
 KR0822  NGVD 29 (??/??/92) 1691.610  (m)         5549.89   (f) ADJ UNCH    2 0
 KR0822
 KR0822.Superseded values are not recommended for survey control.
 KR0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0822.See file dsdata.txt to determine how the superseded data were derived.
 KR0822
 KR0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD902234(NAD 83)
 KR0822_MARKER: DB = BENCH MARK DISK
 KR0822_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0822_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0822_STAMPING: J 210 1935
 KR0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0822
 KR0822  HISTORY     - Date     Condition        Report By
 KR0822  HISTORY     - 1935     MONUMENTED       CGS
 KR0822  HISTORY     - 1957     GOOD             USGS
 KR0822
 KR0822                          STATION DESCRIPTION
 KR0822
 KR0822'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 KR0822'0.2 MI SW FROM JEW RANCH.
 KR0822'BENCH MARK IS APPROXIMATELY 0.2 MILES (AIRLINE) FROM BUILDINGS AT JEW
 KR0822'RANCH WHICH IS AT THE HEAD OF CHURCHILL CANYON ON THE WEST SIDE OF THE
 KR0822'BUCKSKIN RANGE.  STATION IS 0.1 MILES NORTHWEST ALONG ROAD FROM FROM A
 KR0822'ROAD WYE THAT IS 0.3 MILES SOUTHWEST OF JEW RANCH, 37 FEET WEST OF
 KR0822'CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0147 ***********************************************************************
 JR0147  DESIGNATION -  J 212
 JR0147  PID         -  JR0147
 JR0147  STATE/COUNTY-  NV/LYON
 JR0147  USGS QUAD   -  MITCHELL SPRING (1989)
 JR0147
 JR0147                         *CURRENT SURVEY CONTROL
 JR0147  ___________________________________________________________________
 JR0147* NAD 83(1986)-  38 32 46.     (N)    118 56 26.     (W)     SCALED    
 JR0147* NAVD 88     -      1581.98   (+/-2cm)    5190.2    (feet)  VERTCON   
 JR0147  ___________________________________________________________________
 JR0147  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 JR0147
 JR0147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0147
 JR0147.The horizontal coordinates were scaled from a topographic map and have
 JR0147.an estimated accuracy of +/- 6 seconds.
 JR0147
 JR0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0147.The vertical order pertains to the NGVD 29 superseded value.
 JR0147
 JR0147.The geoid height was determined by GEOID03.
 JR0147
 JR0147;                    North         East    Units  Estimated Accuracy
 JR0147;SPC NV W     - 4,421,280.      768,860.      MT  (+/- 180 meters Scaled)
 JR0147
 JR0147                          SUPERSEDED SURVEY CONTROL
 JR0147
 JR0147  NGVD 29 (??/??/92) 1580.793  (m)         5186.32   (f) ADJ UNCH    2 0
 JR0147
 JR0147.Superseded values are not recommended for survey control.
 JR0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0147.See file dsdata.txt to determine how the superseded data were derived.
 JR0147
 JR0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC308681(NAD 83)
 JR0147_MARKER: DB = BENCH MARK DISK
 JR0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0147_STAMPING: J 212 1935
 JR0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0147+STABILITY: SURFACE MOTION
 JR0147
 JR0147  HISTORY     - Date     Condition        Report By
 JR0147  HISTORY     - 1935     MONUMENTED       CGS
 JR0147  HISTORY     - 1940     GOOD             NGS
 JR0147  HISTORY     - 19850415 MARK NOT FOUND   USGS
 JR0147
 JR0147                          STATION DESCRIPTION
 JR0147
 JR0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0147'2.9 MI SE FROM WICHMAN.
 JR0147'ALONG EAST WALKER TRAIL BETWEEN WICHMAN AND FLETCHER.  TO REACH
 JR0147'FROM WICHMAN POST OFFICE GO 2.0 MILES SOUTHEAST TO BRIDGE OVER
 JR0147'EAST WALKER RIVER AT OLD MORGAN RANCH, THENCE 0.5 MILE SOUTHEAST
 JR0147'TO PASS BETWEEN HILLS INTO COAL VALLEY, THENCE CONTINUE SOUTHEAST
 JR0147'0.4 MILE.  AT MOUTH OF PASS FROM COAL VALLEY INTO EAST WALKER
 JR0147'RIVER VALLEY.  0.9 MILE SOUTHEAST OF OLD MORGAN RANCH, 70 FEET
 JR0147'EAST OF DRY ROCKY WASH, AND 27 FEET EAST OF CENTERLINE OF ROAD.
 JR0147'STANDARD TABLET IN TOP OF CONCRETE POST.
 JR0147
 JR0147                          STATION RECOVERY (1985)
 JR0147
 JR0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JCR)
 JR0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0130 ***********************************************************************
 JR0130  DESIGNATION -  J 213
 JR0130  PID         -  JR0130
 JR0130  STATE/COUNTY-  NV/MINERAL
 JR0130  USGS QUAD   -  COPPER CANYON (1988)
 JR0130
 JR0130                         *CURRENT SURVEY CONTROL
 JR0130  ___________________________________________________________________
 JR0130* NAD 83(1986)-  38 44 49.     (N)    118 50 37.     (W)     SCALED    
 JR0130* NAVD 88     -      2251.57   (+/-2cm)    7387.0    (feet)  VERTCON   
 JR0130  ___________________________________________________________________
 JR0130  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 JR0130
 JR0130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0130
 JR0130.The horizontal coordinates were scaled from a topographic map and have
 JR0130.an estimated accuracy of +/- 6 seconds.
 JR0130
 JR0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0130.The vertical order pertains to the NGVD 29 superseded value.
 JR0130
 JR0130.The geoid height was determined by GEOID03.
 JR0130
 JR0130;                    North         East    Units  Estimated Accuracy
 JR0130;SPC NV W     - 4,443,540.      777,380.      MT  (+/- 180 meters Scaled)
 JR0130
 JR0130                          SUPERSEDED SURVEY CONTROL
 JR0130
 JR0130  NGVD 29 (??/??/92) 2250.330  (m)         7382.96   (f) ADJ UNCH    2 0
 JR0130
 JR0130.Superseded values are not recommended for survey control.
 JR0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0130.See file dsdata.txt to determine how the superseded data were derived.
 JR0130
 JR0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC397903(NAD 83)
 JR0130_MARKER: DB = BENCH MARK DISK
 JR0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0130_STAMPING: J-213 1935
 JR0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0130+STABILITY: SURFACE MOTION
 JR0130
 JR0130  HISTORY     - Date     Condition        Report By
 JR0130  HISTORY     - 1935     MONUMENTED       CGS
 JR0130  HISTORY     - 19840508 GOOD             USGS
 JR0130
 JR0130                          STATION DESCRIPTION
 JR0130
 JR0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0130'33.2 MI SE FROM YERINGTON.
 JR0130'33.2 MILES SOUTHEAST BY ROADS.  ALONG OLD PACK TRAIL BETWEEN
 JR0130'WALKER LAKE AND YERINGTON.  TO REACH FROM COURTHOUSE GO 10.2
 JR0130'MILES SOUTH ALONG NEVADA STATE HIGHWAY NO. 3, THENCE, TURN LEFT
 JR0130'AND GO 3.8 MILES EAST ALONG GRADED ROAD, THENCE, TURN RIGHT AND
 JR0130'GO 10.5 MILES SOUTHEAST ALONG GRADED ROAD TO SIGN WHICH SHOWS
 JR0130'WAGON ROAD TO SUNNY SLOPE MINE, THENCE, TURN LEFT AND GO 8.7
 JR0130'MILES SOUTHEAST ALONG WAGON ROAD TO ITS END AND THE END OF
 JR0130'TRUCK TRAVEL.  MARK IS AT THE VERTEX ANGLE OF FIRST CUT BACK
 JR0130'ON OLD MOUNTAIN FOOT TRAIL, AT THE EAST END OF CANYON, 17 FEET
 JR0130'EAST OF THE CENTER LINE OF PACK TRAIL, AND ABOUT 4.5 FEET HIGHER
 JR0130'THAN THE TRAIL.
 JR0130
 JR0130                          STATION RECOVERY (1984)
 JR0130
 JR0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RBR)
 JR0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0201 ***********************************************************************
 JR0201  DESIGNATION -  J 214
 JR0201  PID         -  JR0201
 JR0201  STATE/COUNTY-  NV/MINERAL
 JR0201  USGS QUAD   -  SCHURZ (1988)
 JR0201
 JR0201                         *CURRENT SURVEY CONTROL
 JR0201  ___________________________________________________________________
 JR0201* NAD 83(1986)-  38 59 28.     (N)    118 48 21.     (W)     SCALED    
 JR0201* NAVD 88     -      1281.00   (+/-2cm)    4202.7    (feet)  VERTCON   
 JR0201  ___________________________________________________________________
 JR0201  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 JR0201
 JR0201  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0201
 JR0201.The horizontal coordinates were scaled from a topographic map and have
 JR0201.an estimated accuracy of +/- 6 seconds.
 JR0201
 JR0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0201.The vertical order pertains to the NGVD 29 superseded value.
 JR0201
 JR0201.The geoid height was determined by GEOID03.
 JR0201
 JR0201;                    North         East    Units  Estimated Accuracy
 JR0201;SPC NV W     - 4,470,640.      780,730.      MT  (+/- 180 meters Scaled)
 JR0201
 JR0201                          SUPERSEDED SURVEY CONTROL
 JR0201
 JR0201  NGVD 29 (??/??/92) 1279.948  (m)         4199.30   (f) ADJ UNCH    1 2
 JR0201
 JR0201.Superseded values are not recommended for survey control.
 JR0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0201.See file dsdata.txt to determine how the superseded data were derived.
 JR0201
 JR0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD436173(NAD 83)
 JR0201_MARKER: DB = BENCH MARK DISK
 JR0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0201_STAMPING: J 214 1935
 JR0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0201+STABILITY: SURFACE MOTION
 JR0201
 JR0201  HISTORY     - Date     Condition        Report By
 JR0201  HISTORY     - 1935     MONUMENTED       CGS
 JR0201  HISTORY     - 1955     GOOD             NGS
 JR0201
 JR0201                          STATION DESCRIPTION
 JR0201
 JR0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0201'2.9 MI N FROM SCHURZ.
 JR0201'2.9 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE CROSSING OF THE
 JR0201'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, 0.15 MILE NORTH OF
 JR0201'THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHWEST, 177.8 FEET
 JR0201'SOUTH OF THE CENTER OF THE WEST END OF AN 18-INCH CORRUGATED
 JR0201'METAL PIPE CULVERT, 48.7 FEET WEST OF THE CENTER LINE OF THE
 JR0201'HIGHWAY, 1.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 JR0201'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JR0201'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0376 ***********************************************************************
 JR0376  DESIGNATION -  J 217
 JR0376  PID         -  JR0376
 JR0376  STATE/COUNTY-  NV/LYON
 JR0376  USGS QUAD   -  YERINGTON SE (1986)
 JR0376
 JR0376                         *CURRENT SURVEY CONTROL
 JR0376  ___________________________________________________________________
 JR0376* NAD 83(1986)-  38 47 30.     (N)    119 02 06.     (W)     SCALED    
 JR0376* NAVD 88     -      1407.75   (+/-2cm)    4618.6    (feet)  VERTCON   
 JR0376  ___________________________________________________________________
 JR0376  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 JR0376
 JR0376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0376
 JR0376.The horizontal coordinates were scaled from a topographic map and have
 JR0376.an estimated accuracy of +/- 6 seconds.
 JR0376
 JR0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0376.The vertical order pertains to the NGVD 29 superseded value.
 JR0376
 JR0376.The geoid height was determined by GEOID03.
 JR0376
 JR0376;                    North         East    Units  Estimated Accuracy
 JR0376;SPC NV W     - 4,448,570.      760,760.      MT  (+/- 180 meters Scaled)
 JR0376
 JR0376                          SUPERSEDED SURVEY CONTROL
 JR0376
 JR0376  NGVD 29 (??/??/92) 1406.645  (m)         4614.97   (f) ADJ UNCH    2 0
 JR0376
 JR0376.Superseded values are not recommended for survey control.
 JR0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0376.See file dsdata.txt to determine how the superseded data were derived.
 JR0376
 JR0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC232956(NAD 83)
 JR0376_MARKER: DB = BENCH MARK DISK
 JR0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0376_STAMPING: J 217 1935
 JR0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0376+STABILITY: SURFACE MOTION
 JR0376
 JR0376  HISTORY     - Date     Condition        Report By
 JR0376  HISTORY     - 1935     MONUMENTED       CGS
 JR0376  HISTORY     - 1940     MARK NOT FOUND   NGS
 JR0376  HISTORY     - 1984     MARK NOT FOUND   USGS
 JR0376
 JR0376                          STATION DESCRIPTION
 JR0376
 JR0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0376'20.2 MI SE FROM YERINGTON.
 JR0376'11.0 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 JR0376'YERINGTON, LYON COUNTY, THENCE 3.8 MILES EAST ALONG A GRADED
 JR0376'ROAD LEADING TO A ROAD JUNCTION 0.1 MILE EAST OF A BRIDGE OVER
 JR0376'EAST WALKER RIVER, AND THENCE 5.4 MILES SOUTH ALONG THE EAST
 JR0376'WALKER ROAD, AT THE NORTHEAST SIDE OF THE EAST WALKER RIVER VALLEY,
 JR0376'AT THE FOOT OF A GROUP OF SMALL BARREN ROCKY HILLS, 91 FEET SOUTHWEST
 JR0376'OF THE CENTERLINE OF THE ROAD, 75 FEET SOUTHWEST OF AN IRRIGATION
 JR0376'DITCH, AND 2 FEET SOUTHWEST OF THE FENCE.  A STANDARD DISK,
 JR0376'STAMPED J 217 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JR0376
 JR0376                          STATION RECOVERY (1940)
 JR0376
 JR0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 JR0376'MARK NOT FOUND.
 JR0376
 JR0376                          STATION RECOVERY (1984)
 JR0376
 JR0376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JR0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1200 ***********************************************************************
 KR1200  DESIGNATION -  J 22
 KR1200  PID         -  KR1200
 KR1200  STATE/COUNTY-  NV/WASHOE
 KR1200  USGS QUAD   -  RENO (1982)
 KR1200
 KR1200                         *CURRENT SURVEY CONTROL
 KR1200  ___________________________________________________________________
 KR1200* NAD 83(1986)-  39 36 13.     (N)    119 51 39.     (W)     SCALED    
 KR1200* NAVD 88     -      1601.438  (meters)    5254.05   (feet)  ADJUSTED  
 KR1200  ___________________________________________________________________
 KR1200  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 KR1200  DYNAMIC HT  -        1599.948 (meters)    5249.16  (feet)  COMP
 KR1200  MODELED GRAV-     979,640.0   (mgal)                       NAVD 88
 KR1200
 KR1200  VERT ORDER  -  SECOND    CLASS 0
 KR1200
 KR1200.The horizontal coordinates were scaled from a topographic map and have
 KR1200.an estimated accuracy of +/- 6 seconds.
 KR1200
 KR1200.The orthometric height was determined by differential leveling
 KR1200.and adjusted by the National Geodetic Survey in June 1991..
 KR1200
 KR1200.The geoid height was determined by GEOID03.
 KR1200
 KR1200.The dynamic height is computed by dividing the NAVD 88
 KR1200.geopotential number by the normal gravity value computed on the
 KR1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1200.degrees latitude (g = 980.6199 gals.).
 KR1200
 KR1200.The modeled gravity was interpolated from observed gravity values.
 KR1200
 KR1200;                    North         East    Units  Estimated Accuracy
 KR1200;SPC NV W     - 4,539,390.      690,290.      MT  (+/- 180 meters Scaled)
 KR1200
 KR1200                          SUPERSEDED SURVEY CONTROL
 KR1200
 KR1200  NGVD 29 (??/??/92) 1600.265  (m)         5250.20   (f) ADJ UNCH    2 0
 KR1200
 KR1200.Superseded values are not recommended for survey control.
 KR1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1200.See file dsdata.txt to determine how the superseded data were derived.
 KR1200
 KR1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD543876(NAD 83)
 KR1200_MARKER: DB = BENCH MARK DISK
 KR1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1200+STABILITY: SURFACE MOTION
 KR1200
 KR1200  HISTORY     - Date     Condition        Report By
 KR1200  HISTORY     - UNK      MONUMENTED       CGS
 KR1200  HISTORY     - 1932     GOOD             NGS
 KR1200  HISTORY     - 1970     GOOD             NGS
 KR1200
 KR1200                          STATION DESCRIPTION
 KR1200
 KR1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KR1200'10.9 MI NW FROM RENO.
 KR1200'50 FT. NORTH OF WESTERN PACIFIC R.R. TRACK.  33 FT. WEST OF ROAD
 KR1200'CROSSING.  5 POLES WEST OF MILE POST 22.
 KR1200
 KR1200                          STATION RECOVERY (1970)
 KR1200
 KR1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KR1200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0294 ***********************************************************************
 JR0294  DESIGNATION -  J 23
 JR0294  PID         -  JR0294
 JR0294  STATE/COUNTY-  NV/MINERAL
 JR0294  USGS QUAD   -  MINA (1967)
 JR0294
 JR0294                         *CURRENT SURVEY CONTROL
 JR0294  ___________________________________________________________________
 JR0294* NAD 83(1986)-  38 25 42.     (N)    118 04 30.     (W)     SCALED    
 JR0294* NAVD 88     -      1467.237  (meters)    4813.76   (feet)  ADJUSTED  
 JR0294  ___________________________________________________________________
 JR0294  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 JR0294  DYNAMIC HT  -        1465.727 (meters)    4808.81  (feet)  COMP
 JR0294  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 JR0294
 JR0294  VERT ORDER  -  FIRST     CLASS II
 JR0294
 JR0294.The horizontal coordinates were scaled from a topographic map and have
 JR0294.an estimated accuracy of +/- 6 seconds.
 JR0294
 JR0294.The orthometric height was determined by differential leveling
 JR0294.and adjusted by the National Geodetic Survey in June 1991..
 JR0294
 JR0294.The geoid height was determined by GEOID03.
 JR0294
 JR0294.The dynamic height is computed by dividing the NAVD 88
 JR0294.geopotential number by the normal gravity value computed on the
 JR0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0294.degrees latitude (g = 980.6199 gals.).
 JR0294
 JR0294.The modeled gravity was interpolated from observed gravity values.
 JR0294
 JR0294;                    North         East    Units  Estimated Accuracy
 JR0294;SPC NV W     - 4,408,270.      844,380.      MT  (+/- 180 meters Scaled)
 JR0294
 JR0294                          SUPERSEDED SURVEY CONTROL
 JR0294
 JR0294  NGVD 29 (??/??/92) 1466.096  (m)         4810.02   (f) ADJ UNCH    1 2
 JR0294
 JR0294.Superseded values are not recommended for survey control.
 JR0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0294.See file dsdata.txt to determine how the superseded data were derived.
 JR0294
 JR0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC061538(NAD 83)
 JR0294_MARKER: DB = BENCH MARK DISK
 JR0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0294_STAMPING: 4809.977 J 23 1933
 JR0294_MARK LOGO: CGS   
 JR0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0294+STABILITY: SURFACE MOTION
 JR0294
 JR0294  HISTORY     - Date     Condition        Report By
 JR0294  HISTORY     - 1933     MONUMENTED       CGS
 JR0294  HISTORY     - 1953     GOOD             NGS
 JR0294  HISTORY     - 1984     GOOD             NGS
 JR0294  HISTORY     - 1985     GOOD             NGS
 JR0294
 JR0294                          STATION DESCRIPTION
 JR0294
 JR0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0294'0.8 MI NW FROM MINA.
 JR0294'0.8 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 JR0294'THE STATION AT MINA, MINERAL COUNTY, THENCE 2.8 MILES NORTHEAST
 JR0294'ALONG A GRAVELED ROAD, AT OLD RAILROAD SPRINGS, AT THE MOUTH
 JR0294'OF A SMALL CANYON, 69-1/2 FEET SOUTHEAST OF THE CENTERLINE OF
 JR0294'THE ROAD, 51 FEET NORTHEAST OF THE CENTERLINE OF A TRACK ROAD
 JR0294'LEADING EAST, 1.7 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 JR0294'POST, AND ABOUT 1-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD
 JR0294'DISK, STAMPED 4809.977 J 23 1933 AND SET IN THE TOP OF A CONCRETE
 JR0294'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 JR0294
 JR0294                          STATION RECOVERY (1984)
 JR0294
 JR0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0294'RECOVERED IN GOOD CONDITION.
 JR0294
 JR0294                          STATION RECOVERY (1985)
 JR0294
 JR0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JR0294'RECOVERED IN GOOD CONDITION.  NOTE--THE RAILROAD STATION IS NOW THE
 JR0294'MINA FIRE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0323 ***********************************************************************
 JQ0323  DESIGNATION -  J 24
 JQ0323  PID         -  JQ0323
 JQ0323  STATE/COUNTY-  NV/MINERAL
 JQ0323  USGS QUAD   -  DICALITE SUMMIT (1980)
 JQ0323
 JQ0323                         *CURRENT SURVEY CONTROL
 JQ0323  ___________________________________________________________________
 JQ0323* NAD 83(1986)-  38 28 47.     (N)    117 52 29.     (W)     SCALED    
 JQ0323* NAVD 88     -      1869.870  (meters)    6134.73   (feet)  ADJUSTED  
 JQ0323  ___________________________________________________________________
 JQ0323  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 JQ0323  DYNAMIC HT  -        1867.811 (meters)    6127.98  (feet)  COMP
 JQ0323  MODELED GRAV-     979,461.1   (mgal)                       NAVD 88
 JQ0323
 JQ0323  VERT ORDER  -  FIRST     CLASS II
 JQ0323
 JQ0323.The horizontal coordinates were scaled from a topographic map and have
 JQ0323.an estimated accuracy of +/- 6 seconds.
 JQ0323
 JQ0323.The orthometric height was determined by differential leveling
 JQ0323.and adjusted by the National Geodetic Survey in June 1991..
 JQ0323
 JQ0323.The geoid height was determined by GEOID03.
 JQ0323
 JQ0323.The dynamic height is computed by dividing the NAVD 88
 JQ0323.geopotential number by the normal gravity value computed on the
 JQ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0323.degrees latitude (g = 980.6199 gals.).
 JQ0323
 JQ0323.The modeled gravity was interpolated from observed gravity values.
 JQ0323
 JQ0323;                    North         East    Units  Estimated Accuracy
 JQ0323;SPC NV W     - 4,414,090.      861,830.      MT  (+/- 180 meters Scaled)
 JQ0323
 JQ0323                          SUPERSEDED SURVEY CONTROL
 JQ0323
 JQ0323  NGVD 29 (??/??/92) 1868.606  (m)         6130.58   (f) ADJ UNCH    1 2
 JQ0323
 JQ0323.Superseded values are not recommended for survey control.
 JQ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0323.See file dsdata.txt to determine how the superseded data were derived.
 JQ0323
 JQ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC237594(NAD 83)
 JQ0323_MARKER: DB = BENCH MARK DISK
 JQ0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0323_STAMPING: 6130.555 J 24 1933
 JQ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0323+STABILITY: SURFACE MOTION
 JQ0323
 JQ0323  HISTORY     - Date     Condition        Report By
 JQ0323  HISTORY     - 1933     MONUMENTED       CGS
 JQ0323  HISTORY     - 1934     GOOD             NGS
 JQ0323
 JQ0323                          STATION DESCRIPTION
 JQ0323
 JQ0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0323'16.1 MI NE FROM MINA.
 JQ0323'16.1 MILES NORTHEAST ALONG THE ROAD TO CLOVERDALE RANCH FROM MINA,
 JQ0323'MINERAL COUNTY, AND 24 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 JQ0323'STANDARD DISK, STAMPED 6130.555 J 24 1933 AND SET IN THE TOP OF A
 JQ0323'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0362 ***********************************************************************
 JQ0362  DESIGNATION -  J 25
 JQ0362  PID         -  JQ0362
 JQ0362  STATE/COUNTY-  NV/NYE
 JQ0362  USGS QUAD   -  GOLDYKE (1979)
 JQ0362
 JQ0362                         *CURRENT SURVEY CONTROL
 JQ0362  ___________________________________________________________________
 JQ0362* NAD 83(1986)-  38 44 36.     (N)    117 50 32.     (W)     SCALED    
 JQ0362* NAVD 88     -      1810.903  (meters)    5941.27   (feet)  ADJUSTED  
 JQ0362  ___________________________________________________________________
 JQ0362  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 JQ0362  DYNAMIC HT  -        1808.999 (meters)    5935.02  (feet)  COMP
 JQ0362  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 JQ0362
 JQ0362  VERT ORDER  -  FIRST     CLASS II
 JQ0362
 JQ0362.The horizontal coordinates were scaled from a topographic map and have
 JQ0362.an estimated accuracy of +/- 6 seconds.
 JQ0362
 JQ0362.The orthometric height was determined by differential leveling
 JQ0362.and adjusted by the National Geodetic Survey in June 1991..
 JQ0362
 JQ0362.The geoid height was determined by GEOID03.
 JQ0362
 JQ0362.The dynamic height is computed by dividing the NAVD 88
 JQ0362.geopotential number by the normal gravity value computed on the
 JQ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0362.degrees latitude (g = 980.6199 gals.).
 JQ0362
 JQ0362.The modeled gravity was interpolated from observed gravity values.
 JQ0362
 JQ0362;                    North         East    Units  Estimated Accuracy
 JQ0362;SPC NV C     - 6,443,760.      397,810.      MT  (+/- 180 meters Scaled)
 JQ0362
 JQ0362                          SUPERSEDED SURVEY CONTROL
 JQ0362
 JQ0362  NGVD 29 (??/??/92) 1809.664  (m)         5937.21   (f) ADJ UNCH    1 2
 JQ0362
 JQ0362.Superseded values are not recommended for survey control.
 JQ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0362.See file dsdata.txt to determine how the superseded data were derived.
 JQ0362
 JQ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC268886(NAD 83)
 JQ0362_MARKER: DB = BENCH MARK DISK
 JQ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0362_STAMPING: J 25 1933 5937.206
 JQ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0362+STABILITY: SURFACE MOTION
 JQ0362
 JQ0362  HISTORY     - Date     Condition        Report By
 JQ0362  HISTORY     - 1933     MONUMENTED       CGS
 JQ0362  HISTORY     - 1955     GOOD             NGS
 JQ0362
 JQ0362                          STATION DESCRIPTION
 JQ0362
 JQ0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JQ0362'1.5 MI NE FROM GOLDYKE.
 JQ0362'1.5 MILES NORTHEAST ALONG A GRADED ROAD FROM THE SPRING AT GOLDYKE, AT
 JQ0362'THE Y JUNCTION OF A TRACK ROAD, 43 YARDS EAST OF THE EAST EDGE OF A
 JQ0362'WIDE DRY WASH, 19 FEET NORTH OF THE CENTER LINE OF THE GRADED ROAD,
 JQ0362'1.7 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE
 JQ0362'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 JQ0362'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0201 ***********************************************************************
 KQ0201  DESIGNATION -  J 27
 KQ0201  PID         -  KQ0201
 KQ0201  STATE/COUNTY-  NV/LANDER
 KQ0201  USGS QUAD   -  AUSTIN (1988)
 KQ0201
 KQ0201                         *CURRENT SURVEY CONTROL
 KQ0201  ___________________________________________________________________
 KQ0201* NAD 83(1986)-  39 29 50.     (N)    117 04 57.     (W)     SCALED    
 KQ0201* NAVD 88     -      1887.209  (meters)    6191.62   (feet)  ADJUSTED  
 KQ0201  ___________________________________________________________________
 KQ0201  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 KQ0201  DYNAMIC HT  -        1885.270 (meters)    6185.26  (feet)  COMP
 KQ0201  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 KQ0201
 KQ0201  VERT ORDER  -  FIRST     CLASS II
 KQ0201
 KQ0201.The horizontal coordinates were scaled from a topographic map and have
 KQ0201.an estimated accuracy of +/- 6 seconds.
 KQ0201
 KQ0201.The orthometric height was determined by differential leveling
 KQ0201.and adjusted by the National Geodetic Survey in June 1991..
 KQ0201
 KQ0201.The geoid height was determined by GEOID03.
 KQ0201
 KQ0201.The dynamic height is computed by dividing the NAVD 88
 KQ0201.geopotential number by the normal gravity value computed on the
 KQ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0201.degrees latitude (g = 980.6199 gals.).
 KQ0201
 KQ0201.The modeled gravity was interpolated from observed gravity values.
 KQ0201
 KQ0201;                    North         East    Units  Estimated Accuracy
 KQ0201;SPC NV C     - 6,526,880.      464,240.      MT  (+/- 180 meters Scaled)
 KQ0201
 KQ0201                          SUPERSEDED SURVEY CONTROL
 KQ0201
 KQ0201  NGVD 29 (??/??/92) 1885.924  (m)         6187.40   (f) ADJ UNCH    1 2
 KQ0201
 KQ0201.Superseded values are not recommended for survey control.
 KQ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0201.See file dsdata.txt to determine how the superseded data were derived.
 KQ0201
 KQ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD929719(NAD 83)
 KQ0201_MARKER: DB = BENCH MARK DISK
 KQ0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0201_STAMPING: J 27 1933 6187.222
 KQ0201_MARK LOGO: CGS   
 KQ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0201+STABILITY: SURFACE MOTION
 KQ0201
 KQ0201  HISTORY     - Date     Condition        Report By
 KQ0201  HISTORY     - 1933     MONUMENTED       CGS
 KQ0201  HISTORY     - 1955     GOOD             NGS
 KQ0201  HISTORY     - 1985     GOOD             NGS
 KQ0201
 KQ0201                          STATION DESCRIPTION
 KQ0201
 KQ0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0201'1.3 MI W FROM AUSTIN.
 KQ0201'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0201'AUSTIN, THENCE 0.3 MILE SOUTHEAST ALONG A GRADED DIRT ROAD, AT THE
 KQ0201'BOTTOM OF A DEEP RAVINE, ABOUT 0.1 MILE EAST OF THE EAST END OF A
 KQ0201'GALVANIZED TIN WAREHOUSE OF THE STANDARD OIL COMPANY BEARING THE
 KQ0201'PAINTED LETTERS AUSTIN ON THE ROOF, ABOUT 135 YARDS SOUTHWEST OF AN
 KQ0201'OLD MILL, ABOUT 100 YARDS NORTHEAST OF THE REMAINS OF THE ROCK
 KQ0201'FOUNDATION OF FORMER TURNTABLE, ALONG A TRACK ROAD (FORMERLY NEVADA
 KQ0201'CENTRAL RAILROAD), ON A DIRT BANK, 176 1/2 FEET SOUTHEAST OF THE
 KQ0201'CENTER LINE OF THE GRADED ROAD, 32 1/2 FEET NORTHWEST OF THE CENTER
 KQ0201'LINE OF THE TRACK ROAD, 1.3 FEET NORTHEAST OF A WITNESS POST, ABOUT 2
 KQ0201'1/2 FEET LOWER THAN THE TRACK ROAD, AND SET IN THE TOP OF A CONCRETE
 KQ0201'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 KQ0201
 KQ0201                          STATION RECOVERY (1985)
 KQ0201
 KQ0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0416 ***********************************************************************
 LR0416  DESIGNATION -  J 28
 LR0416  PID         -  LR0416
 LR0416  STATE/COUNTY-  NV/LANDER
 LR0416  USGS QUAD   -  REDROCK SPRING (1990)
 LR0416
 LR0416                         *CURRENT SURVEY CONTROL
 LR0416  ___________________________________________________________________
 LR0416* NAD 83(1986)-  40 16 33.     (N)    117 06 18.     (W)     SCALED    
 LR0416* NAVD 88     -      1462.954  (meters)    4799.71   (feet)  ADJUSTED  
 LR0416  ___________________________________________________________________
 LR0416  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 LR0416  DYNAMIC HT  -        1461.685 (meters)    4795.54  (feet)  COMP
 LR0416  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 LR0416
 LR0416  VERT ORDER  -  FIRST     CLASS II
 LR0416
 LR0416.The horizontal coordinates were scaled from a topographic map and have
 LR0416.an estimated accuracy of +/- 6 seconds.
 LR0416
 LR0416.The orthometric height was determined by differential leveling
 LR0416.and adjusted by the National Geodetic Survey in June 1991..
 LR0416
 LR0416.The geoid height was determined by GEOID03.
 LR0416
 LR0416.The dynamic height is computed by dividing the NAVD 88
 LR0416.geopotential number by the normal gravity value computed on the
 LR0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0416.degrees latitude (g = 980.6199 gals.).
 LR0416
 LR0416.The modeled gravity was interpolated from observed gravity values.
 LR0416
 LR0416;                    North         East    Units  Estimated Accuracy
 LR0416;SPC NV C     - 6,613,330.      462,720.      MT  (+/- 180 meters Scaled)
 LR0416
 LR0416                          SUPERSEDED SURVEY CONTROL
 LR0416
 LR0416  NGVD 29 (??/??/92) 1461.841  (m)         4796.06   (f) ADJ UNCH    1 2
 LR0416
 LR0416.Superseded values are not recommended for survey control.
 LR0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0416.See file dsdata.txt to determine how the superseded data were derived.
 LR0416
 LR0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME910583(NAD 83)
 LR0416_MARKER: DB = BENCH MARK DISK
 LR0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0416_STAMPING: 4795.794 J 28 1933
 LR0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0416+STABILITY: SURFACE MOTION
 LR0416
 LR0416  HISTORY     - Date     Condition        Report By
 LR0416  HISTORY     - 1933     MONUMENTED       CGS
 LR0416  HISTORY     - 1934     GOOD             NGS
 LR0416
 LR0416                          STATION DESCRIPTION
 LR0416
 LR0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LR0416'27.0 MI S FROM BATTLE MOUNTAIN.
 LR0416'27.0 MILES SOUTH ALONG THE NEVADA CENTRAL RAILROAD FROM BATTLE
 LR0416'MOUNTAIN, LANDER COUNTY, AT MILEPOST 27, AND 27 FEET EAST OF THE
 LR0416'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 4795.794 J 28 1933
 LR0416'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2 FEET ABOVE
 LR0416'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0316 ***********************************************************************
 KR0316  DESIGNATION -  J 293
 KR0316  PID         -  KR0316
 KR0316  STATE/COUNTY-  NV/CHURCHILL
 KR0316  USGS QUAD   -  SOUTH OF FALLON (1985)
 KR0316
 KR0316                         *CURRENT SURVEY CONTROL
 KR0316  ___________________________________________________________________
 KR0316* NAD 83(1986)-  39 17 57.     (N)    118 46 54.     (W)     SCALED    
 KR0316* NAVD 88     -      1193.05   (+/-2cm)    3914.2    (feet)  VERTCON   
 KR0316  ___________________________________________________________________
 KR0316  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 KR0316
 KR0316  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0316
 KR0316.The horizontal coordinates were scaled from a topographic map and have
 KR0316.an estimated accuracy of +/- 6 seconds.
 KR0316
 KR0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0316.The vertical order pertains to the NGVD 29 superseded value.
 KR0316
 KR0316.The geoid height was determined by GEOID03.
 KR0316
 KR0316;                    North         East    Units  Estimated Accuracy
 KR0316;SPC NV W     - 4,504,830.      782,890.      MT  (+/- 180 meters Scaled)
 KR0316
 KR0316                          SUPERSEDED SURVEY CONTROL
 KR0316
 KR0316  NGVD 29 (??/??/92) 1192.078  (m)         3911.01   (f) ADJ UNCH    1 2
 KR0316
 KR0316.Superseded values are not recommended for survey control.
 KR0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0316.See file dsdata.txt to determine how the superseded data were derived.
 KR0316
 KR0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD463514(NAD 83)
 KR0316_MARKER: DB = BENCH MARK DISK
 KR0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0316_STAMPING: J 293 1940
 KR0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0316+STABILITY: SURFACE MOTION
 KR0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0316+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 KR0316
 KR0316  HISTORY     - Date     Condition        Report By
 KR0316  HISTORY     - 1940     MONUMENTED       CGS
 KR0316  HISTORY     - 1967     GOOD             NGS
 KR0316  HISTORY     - 20011019 GOOD             NVGS
 KR0316
 KR0316                          STATION DESCRIPTION
 KR0316
 KR0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0316'12.2 MI S FROM FALLON.
 KR0316'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0316'FROM THE CITY HALL AT FALLON, THENCE 12.15 MILES SOUTH ALONG U.S.
 KR0316'HIGHWAY 95, IN SECTION 31, T 17 N, R 29 E, 0.5 MILE NORTH OF THE
 KR0316'JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD WHICH LEADS WEST, 0.1 MILE
 KR0316'NORTH OF A DOUBLE 24-INCH CORRUGATED METAL CULVERT UNDER THE HIGHWAY,
 KR0316'57 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 93 FEET SOUTH OF A
 KR0316'GATE POST FOR A WIRE GATE, 3 FEET WEST OF A FENCE, 1.0 FOOT NORTH OF A
 KR0316'METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 KR0316'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 12 INCHES.
 KR0316
 KR0316                          STATION RECOVERY (2001)
 KR0316
 KR0316'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0778 ***********************************************************************
 JR0778  DESIGNATION -  J 294
 JR0778  PID         -  JR0778
 JR0778  STATE/COUNTY-  NV/MINERAL
 JR0778  USGS QUAD   -  MURPHYS WELL (1980)
 JR0778
 JR0778                         *CURRENT SURVEY CONTROL
 JR0778  ___________________________________________________________________
 JR0778* NAD 83(1986)-  38 59 03.     (N)    118 21 32.     (W)     SCALED    
 JR0778* NAVD 88     -      1402.47   (+/-2cm)    4601.3    (feet)  VERTCON   
 JR0778  ___________________________________________________________________
 JR0778  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 JR0778
 JR0778  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0778
 JR0778.The horizontal coordinates were scaled from a topographic map and have
 JR0778.an estimated accuracy of +/- 6 seconds.
 JR0778
 JR0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0778.The vertical order pertains to the NGVD 29 superseded value.
 JR0778
 JR0778.The geoid height was determined by GEOID03.
 JR0778
 JR0778;                    North         East    Units  Estimated Accuracy
 JR0778;SPC NV W     - 4,469,870.      819,450.      MT  (+/- 180 meters Scaled)
 JR0778
 JR0778                          SUPERSEDED SURVEY CONTROL
 JR0778
 JR0778  NGVD 29 (??/??/92) 1401.403  (m)         4597.77   (f) ADJ UNCH    1 2
 JR0778
 JR0778.Superseded values are not recommended for survey control.
 JR0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0778.See file dsdata.txt to determine how the superseded data were derived.
 JR0778
 JR0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD823158(NAD 83)
 JR0778_MARKER: DB = BENCH MARK DISK
 JR0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0778_STAMPING: J 294 1940
 JR0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0778+STABILITY: SURFACE MOTION
 JR0778
 JR0778  HISTORY     - Date     Condition        Report By
 JR0778  HISTORY     - 1940     MONUMENTED       CGS
 JR0778  HISTORY     - 1955     GOOD             NGS
 JR0778
 JR0778                          STATION DESCRIPTION
 JR0778
 JR0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0778'2.9 MI SE FROM RAWHIDE.
 JR0778'2.9 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE GRUTT
 JR0778'BROTHERS MINING COMPANY OFFICE AT RAWHIDE, 0.9 MILE SOUTHEAST
 JR0778'OF THE Y JUNCTION OF A GRADED ROAD LEADING SOUTH TO DEAD HORSE
 JR0778'WELLS, ABOUT 93 YARDS EAST OF THE CENTER OF THE Y JUNCTION OF
 JR0778'A GRADED ROAD LEADING SOUTHEAST ALONG THE NORTHEAST SIDE OF A
 JR0778'WIDE DRY WASH, 84 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 JR0778'COUNTY ROAD, 23 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 JR0778'GRADED ROAD, 1.2 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2
 JR0778'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JR0778'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0810 ***********************************************************************
 JR0810  DESIGNATION -  J 295
 JR0810  PID         -  JR0810
 JR0810  STATE/COUNTY-  NV/NYE
 JR0810  USGS QUAD   -  MOUNT ANNIE SE (1979)
 JR0810
 JR0810                         *CURRENT SURVEY CONTROL
 JR0810  ___________________________________________________________________
 JR0810* NAD 83(1986)-  38 50 20.     (N)    118 03 29.     (W)     SCALED    
 JR0810* NAVD 88     -      1349.67   (+/-2cm)    4428.0    (feet)  VERTCON   
 JR0810  ___________________________________________________________________
 JR0810  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JR0810
 JR0810  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0810
 JR0810.The horizontal coordinates were scaled from a topographic map and have
 JR0810.an estimated accuracy of +/- 6 seconds.
 JR0810
 JR0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0810.The vertical order pertains to the NGVD 29 superseded value.
 JR0810
 JR0810.The geoid height was determined by GEOID03.
 JR0810
 JR0810;                    North         East    Units  Estimated Accuracy
 JR0810;SPC NV C     - 6,454,640.      379,210.      MT  (+/- 180 meters Scaled)
 JR0810
 JR0810                          SUPERSEDED SURVEY CONTROL
 JR0810
 JR0810  NGVD 29 (??/??/92) 1348.637  (m)         4424.65   (f) ADJ UNCH    1 2
 JR0810
 JR0810.Superseded values are not recommended for survey control.
 JR0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0810.See file dsdata.txt to determine how the superseded data were derived.
 JR0810
 JR0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC081994(NAD 83)
 JR0810_MARKER: DB = BENCH MARK DISK
 JR0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0810_STAMPING: J 295 1940
 JR0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0810+STABILITY: SURFACE MOTION
 JR0810
 JR0810  HISTORY     - Date     Condition        Report By
 JR0810  HISTORY     - 1940     MONUMENTED       CGS
 JR0810  HISTORY     - 1955     GOOD             NGS
 JR0810
 JR0810                          STATION DESCRIPTION
 JR0810
 JR0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0810'9.8 MI SW FROM GABBS.
 JR0810'0.4 MILE SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JR0810'THENCE 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 23, THENCE 5.2
 JR0810'MILES NORTHWEST ALONG A NARROW DIRT ROAD, 0.8 MILE EAST OF A
 JR0810'WINDMILL AND A SMALL CABIN, 94 1/2 FEET SOUTHWEST OF THE APPROXIMATE
 JR0810'CENTER OF A SMALL DRY WASH, 18 1/2 FEET SOUTH OF THE CENTER LINE
 JR0810'OF THE ROAD, 1.7 FEET EAST OF A WITNESS POST, ABOUT 1 1/2 FEET
 JR0810'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JR0810'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0248 ***********************************************************************
 KR0248  DESIGNATION -  J 297
 KR0248  PID         -  KR0248
 KR0248  STATE/COUNTY-  NV/CHURCHILL
 KR0248  USGS QUAD   -  GRIMES POINT (1985)
 KR0248
 KR0248                         *CURRENT SURVEY CONTROL
 KR0248  ___________________________________________________________________
 KR0248* NAD 83(1986)-  39 24 07.     (N)    118 43 30.     (W)     SCALED    
 KR0248* NAVD 88     -      1198.116  (meters)    3930.82   (feet)  ADJUSTED  
 KR0248  ___________________________________________________________________
 KR0248  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 KR0248  DYNAMIC HT  -        1197.069 (meters)    3927.38  (feet)  COMP
 KR0248  MODELED GRAV-     979,712.4   (mgal)                       NAVD 88
 KR0248
 KR0248  VERT ORDER  -  FIRST     CLASS II
 KR0248
 KR0248.The horizontal coordinates were scaled from a topographic map and have
 KR0248.an estimated accuracy of +/- 6 seconds.
 KR0248
 KR0248.The orthometric height was determined by differential leveling
 KR0248.and adjusted by the National Geodetic Survey in October 1991..
 KR0248.WARNING-Repeat measurements at this control monument indicate possible
 KR0248.vertical movement.
 KR0248
 KR0248.The geoid height was determined by GEOID03.
 KR0248
 KR0248.The dynamic height is computed by dividing the NAVD 88
 KR0248.geopotential number by the normal gravity value computed on the
 KR0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0248.degrees latitude (g = 980.6199 gals.).
 KR0248
 KR0248.The modeled gravity was interpolated from observed gravity values.
 KR0248
 KR0248;                    North         East    Units  Estimated Accuracy
 KR0248;SPC NV W     - 4,516,230.      787,800.      MT  (+/- 180 meters Scaled)
 KR0248
 KR0248                          SUPERSEDED SURVEY CONTROL
 KR0248
 KR0248  NAVD 88 (06/15/91) 1198.132  (m)         3930.87   (f) UNKNOWN     1 2
 KR0248  NGVD 29 (??/??/92) 1197.167  (m)         3927.71   (f) ADJ UNCH    1 2
 KR0248
 KR0248.Superseded values are not recommended for survey control.
 KR0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0248.See file dsdata.txt to determine how the superseded data were derived.
 KR0248
 KR0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD514628(NAD 83)
 KR0248_MARKER: DB = BENCH MARK DISK
 KR0248_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KR0248_SP_SET: RETAINING WALL
 KR0248_STAMPING: J 297 1945
 KR0248_MARK LOGO: CGS   
 KR0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0248+STABILITY: SURFACE MOTION
 KR0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0248+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 KR0248
 KR0248  HISTORY     - Date     Condition        Report By
 KR0248  HISTORY     - 1945     MONUMENTED       CGS
 KR0248  HISTORY     - 1967     GOOD             NGS
 KR0248  HISTORY     - 19910807 GOOD             NGS
 KR0248  HISTORY     - 20060308 GOOD             GEOCAC
 KR0248
 KR0248                          STATION DESCRIPTION
 KR0248
 KR0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0248'7.75 MI SE FROM FALLON.
 KR0248'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0248'FROM THE CITY HALL AT FALLON, THENCE 0.25 MILE SOUTH ALONG SHERMAN
 KR0248'STREET, THENCE 0.2 MILE EAST ALONG STILLWATER AVENUE, THENCE 4.8 MILES
 KR0248'SOUTH AND 2.0 MILES EAST ALONG A PAVED ROAD WHICH WAS FORMERLY U.S.
 KR0248'HIGHWAY 50 ALTERNATE, IN SECTION 27, T 18 N, R 29 E, 1.0 MILE WEST OF
 KR0248'THE SOUTH GATE OF THE FALLON NAVAL AIR STATION, AT THE INTERSECTION OF
 KR0248'THE PAVED ROAD, A PAVED ROAD LEADING SOUTH AND A GRAVELED ROAD LEADING
 KR0248'NORTH, 57 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD, 39 FEET
 KR0248'EAST OF THE CENTER LINE OF THE PAVED ROAD LEADING SOUTH, SET IN THE
 KR0248'TOP OF THE WEST PORTION OF THE CONCRETE FOUNDATION FOR A FLOODGATE IN
 KR0248'AN IRRIGATION CANAL, 13 1/2 FEET SOUTHEAST OF THE CENTER OF THE EAST
 KR0248'END OF A 60-INCH CORRUGATED METAL CULVERT UNDER THE PAVED ROAD LEADING
 KR0248'SOUTH, AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROADS.
 KR0248
 KR0248                          STATION RECOVERY (1991)
 KR0248
 KR0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KR0248'12.2 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR0248'IN FALLON, THENCE 5.1 KM (3.2 MI) WESTERLY ALONG WILDES ROAD, THENCE
 KR0248'5.1 KM (3.2 MI) SOUTHERLY ALONG PASTURE ROAD, IN TOP OF AND 0.6 M
 KR0248'(2.0 FT) EAST OF THE WEST END OF A CONCRETE RETAINING WALL OF A FLOOD
 KR0248'GATE, 17.1 M (56.1 FT) SOUTH OF THE CENTERLINE OF BERNEY ROAD, 11.2 M
 KR0248'(36.7 FT) EAST OF THE CENTER OF PASTURE ROAD, AND 0.6 M (2.0 FT)
 KR0248'BELOW THE LEVEL OF PASTURE ROAD.
 KR0248
 KR0248                          STATION RECOVERY (2006)
 KR0248
 KR0248'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0248'OBSERVED GPSR COORDINATES N39 24 07.32, W118 43 31.38.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0209 ***********************************************************************
 LS0209  DESIGNATION -  J 298
 LS0209  PID         -  LS0209
 LS0209  STATE/COUNTY-  NV/PERSHING
 LS0209  USGS QUAD   -  BUENA VISTA HILLS NORTH (1987)
 LS0209
 LS0209                         *CURRENT SURVEY CONTROL
 LS0209  ___________________________________________________________________
 LS0209* NAD 83(1986)-  40 05 51.     (N)    118 10 20.     (W)     SCALED    
 LS0209* NAVD 88     -      1287.646  (meters)    4224.55   (feet)  ADJUSTED  
 LS0209  ___________________________________________________________________
 LS0209  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 LS0209  DYNAMIC HT  -        1286.615 (meters)    4221.17  (feet)  COMP
 LS0209  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 LS0209
 LS0209  VERT ORDER  -  SECOND    CLASS 0
 LS0209
 LS0209.The horizontal coordinates were scaled from a topographic map and have
 LS0209.an estimated accuracy of +/- 6 seconds.
 LS0209
 LS0209.The orthometric height was determined by differential leveling
 LS0209.and adjusted by the National Geodetic Survey in June 1991..
 LS0209
 LS0209.The geoid height was determined by GEOID03.
 LS0209
 LS0209.The dynamic height is computed by dividing the NAVD 88
 LS0209.geopotential number by the normal gravity value computed on the
 LS0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0209.degrees latitude (g = 980.6199 gals.).
 LS0209
 LS0209.The modeled gravity was interpolated from observed gravity values.
 LS0209
 LS0209;                    North         East    Units  Estimated Accuracy
 LS0209;SPC NV W     - 4,593,520.      835,050.      MT  (+/- 180 meters Scaled)
 LS0209
 LS0209                          SUPERSEDED SURVEY CONTROL
 LS0209
 LS0209  NGVD 29 (??/??/92) 1286.675  (m)         4221.37   (f) ADJ UNCH    2 0
 LS0209
 LS0209.Superseded values are not recommended for survey control.
 LS0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0209.See file dsdata.txt to determine how the superseded data were derived.
 LS0209
 LS0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME000392(NAD 83)
 LS0209_MARKER: DB = BENCH MARK DISK
 LS0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0209_STAMPING: J 298 1945
 LS0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0209+STABILITY: SURFACE MOTION
 LS0209
 LS0209  HISTORY     - Date     Condition        Report By
 LS0209  HISTORY     - 1945     MONUMENTED       CGS
 LS0209  HISTORY     - 1958     GOOD             NGS
 LS0209  HISTORY     - 1982     GOOD             USGS
 LS0209
 LS0209                          STATION DESCRIPTION
 LS0209
 LS0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LS0209'23.15 MI SE FROM LOVELOCK.
 LS0209'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0209'STREET AT LOVELOCK, THENCE 16.90 MILES SOUTHEAST ALONG A GRAVEL ROAD.
 LS0209'IN R34E T26N S 28, ABOUT 0.6 MILE SOUTHWEST ACROSS COUNTRY FROM BENCH
 LS0209'MARK E 105, IN LINE WITH A ROW OF TELEPHONE POLES, 52 FEET SOUTHWEST
 LS0209'OF THE CENTER LINE OF THE ROAD, 9 FEET NORTHWEST OF THE FOURTH POLE
 LS0209'SOUTHEAST OF THE CREST OF A HILL, 2 1/2 FEET NORTHWEST OF A WITNESS
 LS0209'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LS0209'PROJECTING 1/2 FOOT ABOVE THE GROUND.
 LS0209
 LS0209                          STATION RECOVERY (1982)
 LS0209
 LS0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LS0209'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0209'STREET AT LOVELOCK 6.8 MILES NORTHEAST ALONG BUSINESS I-80 FROM THE
 LS0209'JCT. OF MAIN ST. AT LOVELOCK, THENCE 13.9 MILES EAST ALONG STATE
 LS0209'HIGHWAY 857 TOWARDS COAL CANYON TO ROAD. JCT. SOUTHEAST, THENCE 2.1
 LS0209'MILES SOUTHEAST ALONG GRADED DIRT ROAD, IN S 28, T 26 N, R 34 E, IN
 LS0209'LINE WITH A ROW OF TELEPHONE POLES, 50 FEET SOUTHWEST OF THE
 LS0209'CENTERLINE OF THE ROAD.9 FEET NORTHWEST OF THE FOURTH POLE SOUTHEAST
 LS0209'OF THE CREST OF A HILL. SET IN THE TOP OF A CONCRE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0218 ***********************************************************************
 LQ0218  DESIGNATION -  J 30
 LQ0218  PID         -  LQ0218
 LQ0218  STATE/COUNTY-  NV/ELKO
 LQ0218  USGS QUAD   -  CURRIE GARDENS (1984)
 LQ0218
 LQ0218                         *CURRENT SURVEY CONTROL
 LQ0218  ___________________________________________________________________
 LQ0218* NAD 83(1986)-  40 15 16.     (N)    114 45 13.     (W)     SCALED    
 LQ0218* NAVD 88     -      1772.799  (meters)    5816.26   (feet)  ADJUSTED  
 LQ0218  ___________________________________________________________________
 LQ0218  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 LQ0218  DYNAMIC HT  -        1771.167 (meters)    5810.90  (feet)  COMP
 LQ0218  MODELED GRAV-     979,642.0   (mgal)                       NAVD 88
 LQ0218
 LQ0218  VERT ORDER  -  FIRST     CLASS II
 LQ0218
 LQ0218.The horizontal coordinates were scaled from a topographic map and have
 LQ0218.an estimated accuracy of +/- 6 seconds.
 LQ0218
 LQ0218.The orthometric height was determined by differential leveling
 LQ0218.and adjusted by the National Geodetic Survey in June 1991..
 LQ0218
 LQ0218.The geoid height was determined by GEOID03.
 LQ0218
 LQ0218.The dynamic height is computed by dividing the NAVD 88
 LQ0218.geopotential number by the normal gravity value computed on the
 LQ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0218.degrees latitude (g = 980.6199 gals.).
 LQ0218
 LQ0218.The modeled gravity was interpolated from observed gravity values.
 LQ0218
 LQ0218;                    North         East    Units  Estimated Accuracy
 LQ0218;SPC NV E     - 8,611,190.      270,580.      MT  (+/- 180 meters Scaled)
 LQ0218
 LQ0218                          SUPERSEDED SURVEY CONTROL
 LQ0218
 LQ0218  NGVD 29 (??/??/92) 1771.658  (m)         5812.51   (f) ADJ UNCH    1 2
 LQ0218
 LQ0218.Superseded values are not recommended for survey control.
 LQ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0218.See file dsdata.txt to determine how the superseded data were derived.
 LQ0218
 LQ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE910584(NAD 83)
 LQ0218_MARKER: DB = BENCH MARK DISK
 LQ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0218_STAMPING: J 30 1933 5812.151
 LQ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0218+STABILITY: SURFACE MOTION
 LQ0218
 LQ0218  HISTORY     - Date     Condition        Report By
 LQ0218  HISTORY     - 1933     MONUMENTED       CGS
 LQ0218  HISTORY     - 1963     GOOD             NGS
 LQ0218
 LQ0218                          STATION DESCRIPTION
 LQ0218
 LQ0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LQ0218'1.0 MI S FROM CURRIE.
 LQ0218'1.0 MILE SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM THE STATION AT
 LQ0218'CURRIE, 100 FEET EAST OF AND ACROSS THE TRACK FROM MILEPOLE 64, 49.5
 LQ0218'FEET EAST OF THE EAST RAIL, 1.0 FOOT EAST OF THE RIGHT OF WAY FENCE,
 LQ0218'1.0 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK,
 LQ0218'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE
 LQ0218'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0788 ***********************************************************************
 GR0788  DESIGNATION -  J 301
 GR0788  PID         -  GR0788
 GR0788  STATE/COUNTY-  NV/CLARK
 GR0788  USGS QUAD   -  MOAPA WEST (1983)
 GR0788
 GR0788                         *CURRENT SURVEY CONTROL
 GR0788  ___________________________________________________________________
 GR0788* NAD 83(1986)-  36 42 44.     (N)    114 40 39.     (W)     SCALED    
 GR0788* NAVD 88     -       523.831  (meters)    1718.60   (feet)  ADJUSTED  
 GR0788  ___________________________________________________________________
 GR0788  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 GR0788  DYNAMIC HT  -         523.333 (meters)    1716.97  (feet)  COMP
 GR0788  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 GR0788
 GR0788  VERT ORDER  -  SECOND    CLASS 0
 GR0788
 GR0788.The horizontal coordinates were scaled from a topographic map and have
 GR0788.an estimated accuracy of +/- 6 seconds.
 GR0788
 GR0788.The orthometric height was determined by differential leveling
 GR0788.and adjusted by the National Geodetic Survey in June 1991..
 GR0788
 GR0788.The geoid height was determined by GEOID03.
 GR0788
 GR0788.The dynamic height is computed by dividing the NAVD 88
 GR0788.geopotential number by the normal gravity value computed on the
 GR0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0788.degrees latitude (g = 980.6199 gals.).
 GR0788
 GR0788.The modeled gravity was interpolated from observed gravity values.
 GR0788
 GR0788;                    North         East    Units  Estimated Accuracy
 GR0788;SPC NV E     - 8,218,080.      280,930.      MT  (+/- 180 meters Scaled)
 GR0788
 GR0788                          SUPERSEDED SURVEY CONTROL
 GR0788
 GR0788  NGVD 29 (??/??/92)  523.181  (m)         1716.47   (f) ADJ UNCH    2 0
 GR0788
 GR0788.Superseded values are not recommended for survey control.
 GR0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0788.See file dsdata.txt to determine how the superseded data were derived.
 GR0788
 GR0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA074654(NAD 83)
 GR0788_MARKER: DB = BENCH MARK DISK
 GR0788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0788_SP_SET: CULVERT
 GR0788_STAMPING: J 301 1941
 GR0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0788
 GR0788  HISTORY     - Date     Condition        Report By
 GR0788  HISTORY     - 1941     MONUMENTED       CGS
 GR0788  HISTORY     - 1970     GOOD             NGS
 GR0788  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0788
 GR0788                          STATION DESCRIPTION
 GR0788
 GR0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GR0788'4.0 MI NW FROM MOAPA.
 GR0788'ABOUT 4.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE OVERPASS OVER
 GR0788'THE UNION PACIFIC RAILROAD FROM MOAPA, CLARK COUNTY, ABOUT 0.1 MILE
 GR0788'EAST OF THE CROSSING OF A ROAD LEADING TO THE DOTY RANCH, ABOUT 120.0
 GR0788'FEET WEST OF THE WEST END OF A SMALL CUT, AT A CONCRETE CULVERT, IN
 GR0788'THE TOP OF THE EAST END OF THE SOUTH HEAD WALL, 15.0 FEET SOUTH OF THE
 GR0788'CENTER LINE OF THE HIGHWAY, AND ABOUT 1.5 FEET LOWER THAN THE HIGHWAY.
 GR0788'A STANDARD DISK, STAMPED J 301 1941.
 GR0788
 GR0788                          STATION RECOVERY (1970)
 GR0788
 GR0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GR0788'RECOVERED IN GOOD CONDITION.
 GR0788
 GR0788                          STATION RECOVERY (1982)
 GR0788
 GR0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0753 ***********************************************************************
 GR0753  DESIGNATION -  J 302
 GR0753  PID         -  GR0753
 GR0753  STATE/COUNTY-  NV/LINCOLN
 GR0753  USGS QUAD   -  FARRIER (1969)
 GR0753
 GR0753                         *CURRENT SURVEY CONTROL
 GR0753  ___________________________________________________________________
 GR0753* NAD 83(1986)-  36 50 49.     (N)    114 39 40.     (W)     SCALED    
 GR0753* NAVD 88     -       556.436  (meters)    1825.57   (feet)  ADJUSTED  
 GR0753  ___________________________________________________________________
 GR0753  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 GR0753  DYNAMIC HT  -         555.907 (meters)    1823.84  (feet)  COMP
 GR0753  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 GR0753
 GR0753  VERT ORDER  -  FIRST     CLASS I
 GR0753
 GR0753.The horizontal coordinates were scaled from a topographic map and have
 GR0753.an estimated accuracy of +/- 6 seconds.
 GR0753
 GR0753.The orthometric height was determined by differential leveling
 GR0753.and adjusted by the National Geodetic Survey in June 1991..
 GR0753
 GR0753.The geoid height was determined by GEOID03.
 GR0753
 GR0753.The dynamic height is computed by dividing the NAVD 88
 GR0753.geopotential number by the normal gravity value computed on the
 GR0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0753.degrees latitude (g = 980.6199 gals.).
 GR0753
 GR0753.The modeled gravity was interpolated from observed gravity values.
 GR0753
 GR0753;                    North         East    Units  Estimated Accuracy
 GR0753;SPC NV E     - 8,233,040.      282,250.      MT  (+/- 180 meters Scaled)
 GR0753
 GR0753                          SUPERSEDED SURVEY CONTROL
 GR0753
 GR0753  NGVD 29 (??/??/92)  555.759  (m)         1823.35   (f) ADJ UNCH    1 1
 GR0753
 GR0753.Superseded values are not recommended for survey control.
 GR0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0753.See file dsdata.txt to determine how the superseded data were derived.
 GR0753
 GR0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA085804(NAD 83)
 GR0753_MARKER: DB = BENCH MARK DISK
 GR0753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0753_SP_SET: ABUTMENT
 GR0753_STAMPING: J 302 1941
 GR0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0753
 GR0753  HISTORY     - Date     Condition        Report By
 GR0753  HISTORY     - 1941     MONUMENTED       CGS
 GR0753  HISTORY     - 1949     GOOD             NGS
 GR0753  HISTORY     - 1963     GOOD             NGS
 GR0753
 GR0753                          STATION DESCRIPTION
 GR0753
 GR0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0753'12.9 MI N FROM MOAPA.
 GR0753'12.9 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0753'MOAPA, 0.1 MILE NORTH OF THE LINCOLN-CLARK COUNTY LINE, AT A STEEL
 GR0753'TRUSS BRIDGE NO. 395.42 OVER MEADOW VALLEY WASH, IN THE TOP OF THE
 GR0753'WEST END OF THE NORTH CONCRETE ABUTMENT, 9.0 FEET WEST OF THE WEST
 GR0753'RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 GR0753
 GR0753                          STATION RECOVERY (1963)
 GR0753
 GR0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1137 ***********************************************************************
 GR1137  DESIGNATION -  J 303
 GR1137  PID         -  GR1137
 GR1137  STATE/COUNTY-  NV/CLARK
 GR1137  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1137
 GR1137                         *CURRENT SURVEY CONTROL
 GR1137  ___________________________________________________________________
 GR1137* NAD 83(1986)-  36 13 01.     (N)    115 12 40.     (W)     SCALED    
 GR1137* NAVD 88     -       681.55   (+/-2cm)    2236.1    (feet)  VERTCON   
 GR1137  ___________________________________________________________________
 GR1137  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 GR1137
 GR1137  VERT ORDER  -  FIRST     CLASS I (See Below)
 GR1137
 GR1137.The horizontal coordinates were scaled from a topographic map and have
 GR1137.an estimated accuracy of +/- 6 seconds.
 GR1137
 GR1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1137.The vertical order pertains to the NGVD 29 superseded value.
 GR1137
 GR1137.The geoid height was determined by GEOID03.
 GR1137
 GR1137;                    North         East    Units  Estimated Accuracy
 GR1137;SPC NV E     - 8,162,810.      233,470.      MT  (+/- 180 meters Scaled)
 GR1137
 GR1137                          SUPERSEDED SURVEY CONTROL
 GR1137
 GR1137  NGVD 29 (??/??/92)  680.924  (m)         2234.00   (f) ADJ UNCH    1 1
 GR1137
 GR1137.Superseded values are not recommended for survey control.
 GR1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1137.See file dsdata.txt to determine how the superseded data were derived.
 GR1137
 GR1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA607094(NAD 83)
 GR1137_MARKER: DB = BENCH MARK DISK
 GR1137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR1137_SP_SET: CULVERT
 GR1137_STAMPING: J 303 1940
 GR1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1137
 GR1137  HISTORY     - Date     Condition        Report By
 GR1137  HISTORY     - 1940     MONUMENTED       CGS
 GR1137  HISTORY     - 1963     GOOD             NGS
 GR1137  HISTORY     - 1966     MARK NOT FOUND   USGS
 GR1137  HISTORY     - 1980     MARK NOT FOUND   NGS
 GR1137  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR1137
 GR1137                          STATION DESCRIPTION
 GR1137
 GR1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1137'5.7 MI NW FROM LAS VEGAS.
 GR1137'5.7 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1137'RAILROAD STATION AT LAS VEGAS, 17.6 FEET NORTHEAST OF THE CENTER LINE
 GR1137'OF THE HIGHWAY, 80 FEET SOUTHEAST OF THE CENTER LINE OF THOM
 GR1137'BOULEVARD, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 GR1137'HEAD WALL OF 24-INCH VITRIFIED CLAY PIPE CULVERT E-128+00, AND ABOUT 1
 GR1137'FOOT LOWER THAN THE HIGHWAY.
 GR1137
 GR1137                          STATION RECOVERY (1966)
 GR1137
 GR1137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GR1137'MARK NOT FOUND.
 GR1137
 GR1137                          STATION RECOVERY (1980)
 GR1137
 GR1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1137'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  IT IS ASSUMED THAT THE
 GR1137'HEADWALL WAS DESTROYED DURING HIGHWAY CONSTRUCTION.
 GR1137
 GR1137                          STATION RECOVERY (1996)
 GR1137
 GR1137'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0193 ***********************************************************************
 HP0193  DESIGNATION -  J 304
 HP0193  PID         -  HP0193
 HP0193  STATE/COUNTY-  NV/LINCOLN
 HP0193  USGS QUAD   -  LOWER PAHRANAGAT LAKE NW (1969)
 HP0193
 HP0193                         *CURRENT SURVEY CONTROL
 HP0193  ___________________________________________________________________
 HP0193* NAD 83(1986)-  37 07 38.     (N)    115 09 58.     (W)     SCALED    
 HP0193* NAVD 88     -      1261.892  (meters)    4140.06   (feet)  ADJUSTED  
 HP0193  ___________________________________________________________________
 HP0193  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 HP0193  DYNAMIC HT  -        1260.543 (meters)    4135.63  (feet)  COMP
 HP0193  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 HP0193
 HP0193  VERT ORDER  -  SECOND    CLASS 0
 HP0193
 HP0193.The horizontal coordinates were scaled from a topographic map and have
 HP0193.an estimated accuracy of +/- 6 seconds.
 HP0193
 HP0193.The orthometric height was determined by differential leveling
 HP0193.and adjusted by the National Geodetic Survey in June 1991..
 HP0193
 HP0193.The geoid height was determined by GEOID03.
 HP0193
 HP0193.The dynamic height is computed by dividing the NAVD 88
 HP0193.geopotential number by the normal gravity value computed on the
 HP0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0193.degrees latitude (g = 980.6199 gals.).
 HP0193
 HP0193.The modeled gravity was interpolated from observed gravity values.
 HP0193
 HP0193;                    North         East    Units  Estimated Accuracy
 HP0193;SPC NV E     - 8,263,830.      237,070.      MT  (+/- 180 meters Scaled)
 HP0193
 HP0193                          SUPERSEDED SURVEY CONTROL
 HP0193
 HP0193  NGVD 29 (??/??/92) 1261.013  (m)         4137.17   (f) ADJ UNCH    2 0
 HP0193
 HP0193.Superseded values are not recommended for survey control.
 HP0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0193.See file dsdata.txt to determine how the superseded data were derived.
 HP0193
 HP0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB629105(NAD 83)
 HP0193_MARKER: DB = BENCH MARK DISK
 HP0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0193_STAMPING: J 304 1941
 HP0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0193+STABILITY: SURFACE MOTION
 HP0193
 HP0193  HISTORY     - Date     Condition        Report By
 HP0193  HISTORY     - 1941     MONUMENTED       CGS
 HP0193  HISTORY     - 1954     GOOD             NGS
 HP0193
 HP0193                          STATION DESCRIPTION
 HP0193
 HP0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0193'12.0 MI SE FROM ALAMO.
 HP0193'ABOUT 12.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0193'AT ALAMO, LINCOLN COUNTY, THENCE ABOUT 9.0 MILES SOUTH ALONG A ROAD
 HP0193'LEADING TO THE CROSSING OF U.S. HIGHWAY 95, ABOUT 1.0 MILE SOUTHWEST
 HP0193'OF THE SUMMIT OF A MOUNTAIN PASS, ABOUT 0.2 MILE NORTHEAST OF A RED
 HP0193'ROCK OUTCROP, 27.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.0
 HP0193'FEET SOUTH OF A TRIANGULAR CONCRETE POST PROJECTING ABOUT 2.0 FEET
 HP0193'ABOVE GROUND, AND ABOUT 1.0 FOOT HIGHER THAN THE ROAD.  A STANDARD
 HP0193'DISK, STAMPED J 304 1941 AND SET IN THE TOP OF A CONCRETE POST
 HP0193'PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 HP0193
 HP0193                          STATION RECOVERY (1954)
 HP0193
 HP0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 HP0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1286 ***********************************************************************
 GR1286  DESIGNATION -  J 305
 GR1286  PID         -  GR1286
 GR1286  STATE/COUNTY-  NV/CLARK
 GR1286  USGS QUAD   -  HEAVENS WELL (1982)
 GR1286
 GR1286                         *CURRENT SURVEY CONTROL
 GR1286  ___________________________________________________________________
 GR1286* NAD 83(1986)-  36 38 22.     (N)    115 30 16.     (W)     SCALED    
 GR1286* NAVD 88     -       930.959  (meters)    3054.32   (feet)  ADJUSTED  
 GR1286  ___________________________________________________________________
 GR1286  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 GR1286  DYNAMIC HT  -         929.975 (meters)    3051.09  (feet)  COMP
 GR1286  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 GR1286
 GR1286  VERT ORDER  -  SECOND    CLASS 0
 GR1286
 GR1286.The horizontal coordinates were scaled from a topographic map and have
 GR1286.an estimated accuracy of +/- 6 seconds.
 GR1286
 GR1286.The orthometric height was determined by differential leveling
 GR1286.and adjusted by the National Geodetic Survey in June 1991..
 GR1286
 GR1286.The geoid height was determined by GEOID03.
 GR1286
 GR1286.The dynamic height is computed by dividing the NAVD 88
 GR1286.geopotential number by the normal gravity value computed on the
 GR1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1286.degrees latitude (g = 980.6199 gals.).
 GR1286
 GR1286.The modeled gravity was interpolated from observed gravity values.
 GR1286
 GR1286;                    North         East    Units  Estimated Accuracy
 GR1286;SPC NV E     - 8,209,620.      207,050.      MT  (+/- 180 meters Scaled)
 GR1286
 GR1286                          SUPERSEDED SURVEY CONTROL
 GR1286
 GR1286  NGVD 29 (??/??/92)  930.177  (m)         3051.76   (f) ADJ UNCH    2 0
 GR1286
 GR1286.Superseded values are not recommended for survey control.
 GR1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1286.See file dsdata.txt to determine how the superseded data were derived.
 GR1286
 GR1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA336559(NAD 83)
 GR1286_MARKER: DB = BENCH MARK DISK
 GR1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1286_SP_SET: CONCRETE POST
 GR1286_STAMPING: J 305 1941
 GR1286_MARK LOGO: CGS   
 GR1286_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1286+STABILITY: SURFACE MOTION
 GR1286
 GR1286  HISTORY     - Date     Condition        Report By
 GR1286  HISTORY     - 1941     MONUMENTED       CGS
 GR1286  HISTORY     - 1973     GOOD             USGS
 GR1286  HISTORY     - 19920623 GOOD             LOCENG
 GR1286
 GR1286                          STATION DESCRIPTION
 GR1286
 GR1286'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR1286'16.5 MI E FROM INDIAN SPRINGS.
 GR1286'ABOUT 6.6 MI SE. ALONG U.S. HWY. 95 FROM POST OFFICE AT INDIAN SPRINGS
 GR1286'TO RD. JCT. LEADING NE., THENCE 1.3 MI NE. TO JCT. OF TRACK RD. ALONG
 GR1286'NE. SIDE OF DISMANTLED RR., THENCE 1.0 MI ESE. ALONG TRACK RD., THENCE
 GR1286'1.7 MI NE. ALONG TRACK RD. TO A LINE OF WRECKED VEHICLES AT SW. EDGE
 GR1286'OF DRY LAKE, THENCE 4.9 MI NNE. ACROSS COUNTRY ON DRY LAKE BED TO AN
 GR1286'ABANDONED TRACK RD. AT NW. EDGE OF DRY LAKE, THENCE 1.0 MI NNW. ALONG
 GR1286'ABANDONED TRACK RD. TO THE JCT. OF AN E.-W. GRADED RD., ABOUT 300 FT
 GR1286'SE. OF A WHITE DOME.  128 FT ESE. OF JCT. OF ABANDONED RD. AND GRADED
 GR1286'RD C/L.  A STD. USC AND GS DISK, STAMPED K 305 1971, SET IN TOP OF A
 GR1286'CONC. POST PROJECTING 0.6 FT.  NOTE-- MARK LIES WITHIN BOUNDARY OF
 GR1286'NELLIS AIR FORCE RANGE.
 GR1286
 GR1286                          STATION RECOVERY (1992)
 GR1286
 GR1286'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 GR1286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1364 ***********************************************************************
 KR1364  DESIGNATION -  J 306
 KR1364  PID         -  KR1364
 KR1364  STATE/COUNTY-  NV/WASHOE
 KR1364  USGS QUAD   -  RENO (1982)
 KR1364
 KR1364                         *CURRENT SURVEY CONTROL
 KR1364  ___________________________________________________________________
 KR1364* NAD 83(1986)-  39 31 12.     (N)    119 50 47.     (W)     SCALED    
 KR1364* NAVD 88     -      1389.087  (meters)    4557.36   (feet)  ADJUSTED  
 KR1364  ___________________________________________________________________
 KR1364  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 KR1364  DYNAMIC HT  -        1387.801 (meters)    4553.14  (feet)  COMP
 KR1364  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 KR1364
 KR1364  VERT ORDER  -  FIRST     CLASS I
 KR1364
 KR1364.The horizontal coordinates were scaled from a topographic map and have
 KR1364.an estimated accuracy of +/- 6 seconds.
 KR1364
 KR1364.The orthometric height was determined by differential leveling
 KR1364.and adjusted by the National Geodetic Survey in June 1991..
 KR1364
 KR1364.The geoid height was determined by GEOID03.
 KR1364
 KR1364.The dynamic height is computed by dividing the NAVD 88
 KR1364.geopotential number by the normal gravity value computed on the
 KR1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1364.degrees latitude (g = 980.6199 gals.).
 KR1364
 KR1364.The modeled gravity was interpolated from observed gravity values.
 KR1364
 KR1364;                    North         East    Units  Estimated Accuracy
 KR1364;SPC NV W     - 4,530,090.      691,400.      MT  (+/- 180 meters Scaled)
 KR1364
 KR1364                          SUPERSEDED SURVEY CONTROL
 KR1364
 KR1364  NGVD 29 (??/??/92) 1387.975  (m)         4553.71   (f) ADJ UNCH    1 1
 KR1364
 KR1364.Superseded values are not recommended for survey control.
 KR1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1364.See file dsdata.txt to determine how the superseded data were derived.
 KR1364
 KR1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD553783(NAD 83)
 KR1364_MARKER: DB = BENCH MARK DISK
 KR1364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1364_SP_SET: CULVERT
 KR1364_STAMPING: J 306 1947
 KR1364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1364
 KR1364  HISTORY     - Date     Condition        Report By
 KR1364  HISTORY     - 1947     MONUMENTED       CGS
 KR1364  HISTORY     - 1969     GOOD             NGS
 KR1364
 KR1364                          STATION DESCRIPTION
 KR1364
 KR1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1364'2.05 MI W FROM RENO.
 KR1364'2.05 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1364'STATION AT RENO, 2 POLES WEST OF MILEPOLE 241 AND OVERHEAD SIGNAL
 KR1364'2410, AT THE CROSSING OF A POWER LINE, IN THE TOP AND 0.7 FOOT EAST OF
 KR1364'THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT
 KR1364'OF A CANAL UNDER U.S. HIGHWAY 40 (WEST 4TH STREET), 33.6 FEET NORTH OF
 KR1364'THE NORTH RAIL OF THE EASTBOUND TRACK, 24 FEET SOUTH OF THE CENTER
 KR1364'LINE OF THE EASTBOUND STREET LANES, 2 1/2 FEET NORTHEAST OF POWER POLE
 KR1364'263-38 WITH A GUY WIRE, ABOUT 3 FEET LOWER THAN THE TRACK AND 1/2 FOOT
 KR1364'LOWER THAN THE STREET.  SEC 9, T19N, R19E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1219 ***********************************************************************
 KR1219  DESIGNATION -  J 307
 KR1219  PID         -  KR1219
 KR1219  STATE/COUNTY-  NV/WASHOE
 KR1219  USGS QUAD   -  RENO (1982)
 KR1219
 KR1219                         *CURRENT SURVEY CONTROL
 KR1219  ___________________________________________________________________
 KR1219* NAD 83(1986)-  39 30 19.     (N)    119 49 36.     (W)     SCALED    
 KR1219* NAVD 88     -      1401.355  (meters)    4597.61   (feet)  ADJUSTED  
 KR1219  ___________________________________________________________________
 KR1219  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 KR1219  DYNAMIC HT  -        1400.065 (meters)    4593.38  (feet)  COMP
 KR1219  MODELED GRAV-     979,658.0   (mgal)                       NAVD 88
 KR1219
 KR1219  VERT ORDER  -  FIRST     CLASS II
 KR1219
 KR1219.The horizontal coordinates were scaled from a topographic map and have
 KR1219.an estimated accuracy of +/- 6 seconds.
 KR1219
 KR1219.The orthometric height was determined by differential leveling
 KR1219.and adjusted by the National Geodetic Survey in June 1991..
 KR1219
 KR1219.The geoid height was determined by GEOID03.
 KR1219
 KR1219.The dynamic height is computed by dividing the NAVD 88
 KR1219.geopotential number by the normal gravity value computed on the
 KR1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1219.degrees latitude (g = 980.6199 gals.).
 KR1219
 KR1219.The modeled gravity was interpolated from observed gravity values.
 KR1219
 KR1219;                    North         East    Units  Estimated Accuracy
 KR1219;SPC NV W     - 4,528,430.      693,070.      MT  (+/- 180 meters Scaled)
 KR1219
 KR1219                          SUPERSEDED SURVEY CONTROL
 KR1219
 KR1219  NGVD 29 (??/??/92) 1400.268  (m)         4594.05   (f) ADJ UNCH    1 2
 KR1219
 KR1219.Superseded values are not recommended for survey control.
 KR1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1219.See file dsdata.txt to determine how the superseded data were derived.
 KR1219
 KR1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD569766(NAD 83)
 KR1219_MARKER: DB = BENCH MARK DISK
 KR1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1219_STAMPING: J 307 1947
 KR1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1219+STABILITY: SURFACE MOTION
 KR1219
 KR1219  HISTORY     - Date     Condition        Report By
 KR1219  HISTORY     - 1947     MONUMENTED       CGS
 KR1219  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1219  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1219
 KR1219                          STATION DESCRIPTION
 KR1219
 KR1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KR1219'IN RENO.
 KR1219'AT RENO, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF PLUMB LANE AND
 KR1219'SHARON WAY, 80.4 FEET SOUTH OF THE CENTER LINE OF PLUMB LANE, 23.5
 KR1219'FEET EAST OF THE CENTER LINE OF SHARON WAY, SET IN THE TOP OF A
 KR1219'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND AND IN LINE WITH A
 KR1219'ROW OF TELEPHONE POLES.  WITNESS POST SET 1.7 NORTHEAST OF THE
 KR1219'STATION.
 KR1219
 KR1219                          STATION RECOVERY (1967)
 KR1219
 KR1219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1219'MARK NOT FOUND.
 KR1219
 KR1219                          STATION RECOVERY (2003)
 KR1219
 KR1219'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0115 ***********************************************************************
 KP0115  DESIGNATION -  J 31
 KP0115  PID         -  KP0115
 KP0115  STATE/COUNTY-  NV/WHITE PINE
 KP0115  USGS QUAD   -  STEPTOE (1982)
 KP0115
 KP0115                         *CURRENT SURVEY CONTROL
 KP0115  ___________________________________________________________________
 KP0115* NAD 83(1986)-  39 36 11.     (N)    114 49 50.     (W)     SCALED    
 KP0115* NAVD 88     -      1823.239  (meters)    5981.74   (feet)  ADJUSTED  
 KP0115  ___________________________________________________________________
 KP0115  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 KP0115  DYNAMIC HT  -        1821.362 (meters)    5975.59  (feet)  COMP
 KP0115  MODELED GRAV-     979,532.6   (mgal)                       NAVD 88
 KP0115
 KP0115  VERT ORDER  -  FIRST     CLASS II
 KP0115
 KP0115.The horizontal coordinates were scaled from a topographic map and have
 KP0115.an estimated accuracy of +/- 6 seconds.
 KP0115
 KP0115.The orthometric height was determined by differential leveling
 KP0115.and adjusted by the National Geodetic Survey in June 1991..
 KP0115
 KP0115.The geoid height was determined by GEOID03.
 KP0115
 KP0115.The dynamic height is computed by dividing the NAVD 88
 KP0115.geopotential number by the normal gravity value computed on the
 KP0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0115.degrees latitude (g = 980.6199 gals.).
 KP0115
 KP0115.The modeled gravity was interpolated from observed gravity values.
 KP0115
 KP0115;                    North         East    Units  Estimated Accuracy
 KP0115;SPC NV E     - 8,538,820.      264,650.      MT  (+/- 180 meters Scaled)
 KP0115
 KP0115                          SUPERSEDED SURVEY CONTROL
 KP0115
 KP0115  NGVD 29 (??/??/92) 1822.017  (m)         5977.73   (f) ADJ UNCH    1 2
 KP0115
 KP0115.Superseded values are not recommended for survey control.
 KP0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0115.See file dsdata.txt to determine how the superseded data were derived.
 KP0115
 KP0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD862859(NAD 83)
 KP0115_MARKER: DB = BENCH MARK DISK
 KP0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0115_STAMPING: 5977.734 J 31 1933
 KP0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0115+STABILITY: SURFACE MOTION
 KP0115
 KP0115  HISTORY     - Date     Condition        Report By
 KP0115  HISTORY     - 1933     MONUMENTED       CGS
 KP0115  HISTORY     - 1934     GOOD             NGS
 KP0115
 KP0115                          STATION DESCRIPTION
 KP0115
 KP0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0115'20.7 MI S FROM CHERRY CREEK.
 KP0115'ABOUT 20.7 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM THE
 KP0115'STATION AT CHERRY CREEK, WHITE PINE COUNTY, ABOUT 1.5 MILES NORTH OF
 KP0115'THE SIDING AT STEPTOE, 5 FEET EAST OF MILEPOST 112, AND 44 FEET WEST
 KP0115'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 5977.734 J
 KP0115'31 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT
 KP0115'ABOVE GROUND.
 KP0115
 KP0115                          STATION RECOVERY (1934)
 KP0115
 KP0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0057 ***********************************************************************
 HP0057  DESIGNATION -  J 311
 HP0057  PID         -  HP0057
 HP0057  STATE/COUNTY-  NV/LINCOLN
 HP0057  USGS QUAD   -  PAHRANAGAT WASH (1980)
 HP0057
 HP0057                         *CURRENT SURVEY CONTROL
 HP0057  ___________________________________________________________________
 HP0057* NAD 83(1986)-  37 02 33.     (N)    114 58 56.     (W)     SCALED    
 HP0057* NAVD 88     -       810.320  (meters)    2658.52   (feet)  ADJUSTED  
 HP0057  ___________________________________________________________________
 HP0057  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 HP0057  DYNAMIC HT  -         809.517 (meters)    2655.89  (feet)  COMP
 HP0057  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 HP0057
 HP0057  VERT ORDER  -  SECOND    CLASS 0
 HP0057
 HP0057.The horizontal coordinates were scaled from a topographic map and have
 HP0057.an estimated accuracy of +/- 6 seconds.
 HP0057
 HP0057.The orthometric height was determined by differential leveling
 HP0057.and adjusted by the National Geodetic Survey in June 1991..
 HP0057
 HP0057.The geoid height was determined by GEOID03.
 HP0057
 HP0057.The dynamic height is computed by dividing the NAVD 88
 HP0057.geopotential number by the normal gravity value computed on the
 HP0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0057.degrees latitude (g = 980.6199 gals.).
 HP0057
 HP0057.The modeled gravity was interpolated from observed gravity values.
 HP0057
 HP0057;                    North         East    Units  Estimated Accuracy
 HP0057;SPC NV E     - 8,254,510.      253,470.      MT  (+/- 180 meters Scaled)
 HP0057
 HP0057                          SUPERSEDED SURVEY CONTROL
 HP0057
 HP0057  NGVD 29 (??/??/92)  809.573  (m)         2656.07   (f) ADJ UNCH    2 0
 HP0057
 HP0057.Superseded values are not recommended for survey control.
 HP0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0057.See file dsdata.txt to determine how the superseded data were derived.
 HP0057
 HP0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB794014(NAD 83)
 HP0057_MARKER: DB = BENCH MARK DISK
 HP0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0057_STAMPING: J 311 1941
 HP0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0057+STABILITY: SURFACE MOTION
 HP0057
 HP0057  HISTORY     - Date     Condition        Report By
 HP0057  HISTORY     - 1941     MONUMENTED       CGS
 HP0057
 HP0057                          STATION DESCRIPTION
 HP0057
 HP0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0057'26.0 MI SE FROM ALAMO.
 HP0057'26.0 MILES SOUTHEAST OF, ALONG U.S. HIGHWAY NO. 93 TO REACH FROM POST
 HP0057'OFFICE AT ALAMO.  GO 15.3 MILES SOUTHEASTERLY ALONG U.S. HIGHWAY NO.
 HP0057'93 TO THE EAST END OF LOWER PAHRANAGAT LAKE, THENCE, CONTINUE ALONG
 HP0057'U.S. HIGHWAY NO. 93 10.7 MILES TO SITE OF BENCH MARK.  BENCH MARK IS
 HP0057'5.0 MILES NORTHWEST OF KANE SPRINGS WASH, 70.0 FEET WEST OF THE WEST
 HP0057'POINT OF A GRAVEL HILL, AND 56.0 FEET EAST OF THE CENTERLINE OF THE
 HP0057'HIGHWAY.  IT IS 2.6 FEET WEST OF A 5-INCH CONCRETE, TRIANGULAR, MARKER
 HP0057'POST PROJECTING 2.0 FEET, AND ABOUT 2.0 FEET ABOVE THE PAVEMENT.
 HP0057'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0170 ***********************************************************************
 HP0170  DESIGNATION -  J 312
 HP0170  PID         -  HP0170
 HP0170  STATE/COUNTY-  NV/LINCOLN
 HP0170  USGS QUAD   -  ALAMO (1980)
 HP0170
 HP0170                         *CURRENT SURVEY CONTROL
 HP0170  ___________________________________________________________________
 HP0170* NAD 83(1986)-  37 19 12.     (N)    115 08 04.     (W)     SCALED    
 HP0170* NAVD 88     -      1026.748  (meters)    3368.59   (feet)  ADJUSTED  
 HP0170  ___________________________________________________________________
 HP0170  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 HP0170  DYNAMIC HT  -        1025.674 (meters)    3365.07  (feet)  COMP
 HP0170  MODELED GRAV-     979,550.0   (mgal)                       NAVD 88
 HP0170
 HP0170  VERT ORDER  -  SECOND    CLASS 0
 HP0170
 HP0170.The horizontal coordinates were scaled from a topographic map and have
 HP0170.an estimated accuracy of +/- 6 seconds.
 HP0170
 HP0170.The orthometric height was determined by differential leveling
 HP0170.and adjusted by the National Geodetic Survey in June 1991..
 HP0170
 HP0170.The geoid height was determined by GEOID03.
 HP0170
 HP0170.The dynamic height is computed by dividing the NAVD 88
 HP0170.geopotential number by the normal gravity value computed on the
 HP0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0170.degrees latitude (g = 980.6199 gals.).
 HP0170
 HP0170.The modeled gravity was interpolated from observed gravity values.
 HP0170
 HP0170;                    North         East    Units  Estimated Accuracy
 HP0170;SPC NV E     - 8,285,230.      239,780.      MT  (+/- 180 meters Scaled)
 HP0170
 HP0170                          SUPERSEDED SURVEY CONTROL
 HP0170
 HP0170  NGVD 29 (??/??/92) 1025.877  (m)         3365.73   (f) ADJ UNCH    2 0
 HP0170
 HP0170.Superseded values are not recommended for survey control.
 HP0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0170.See file dsdata.txt to determine how the superseded data were derived.
 HP0170
 HP0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB652320(NAD 83)
 HP0170_MARKER: DB = BENCH MARK DISK
 HP0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0170_STAMPING: J 312 1941
 HP0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0170+STABILITY: SURFACE MOTION
 HP0170
 HP0170  HISTORY     - Date     Condition        Report By
 HP0170  HISTORY     - 1941     MONUMENTED       CGS
 HP0170  HISTORY     - 1971     GOOD             USGS
 HP0170
 HP0170                          STATION DESCRIPTION
 HP0170
 HP0170'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0170'4.1 MI S FROM ALAMO.
 HP0170'4.1 MILES SOUTH OF THE POST OFFICE IN ALAMO FROM THE POST OFFICE IN
 HP0170'ALAMO TRAVEL EAST 0.2 MILES TO HIGHWAY 93.  TURN SOUTH ON HIGHWAY 93
 HP0170'FOR 3.9 MILES TO A GRAVEL ROAD LEADING SOUTHWEST, TURN RIGHT AND
 HP0170'FOLLOW 0.2 MILES TO A CATTLEGUARD AT THE BOUNDARY TO THE PAHRANAGAT
 HP0170'NATIONAL WILDLIFE REFUGE, CONTINUE FOR 0.2 MILES TO THE STATION ON THE
 HP0170'RIGHT SIDE OF THE ROAD.  BM IS 48.5 FEET WEST OF THE CENTERLINE OF THE
 HP0170'ROAD AND 4.5 FEET SOUTHEAST OF A STEEL WITNESS POST, SET IN A CONCRETE
 HP0170'POST PROJECTION 0.3 FEET ABOVE GROUND AND STAMPED J-312 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0866 ***********************************************************************
 GR0866  DESIGNATION -  J 313
 GR0866  PID         -  GR0866
 GR0866  STATE/COUNTY-  NV/LINCOLN
 GR0866  USGS QUAD   -  BURRO BASIN (1973)
 GR0866
 GR0866                         *CURRENT SURVEY CONTROL
 GR0866  ___________________________________________________________________
 GR0866* NAD 83(1986)-  36 52 32.     (N)    115 17 24.     (W)     SCALED    
 GR0866* NAVD 88     -      1309.630  (meters)    4296.68   (feet)  ADJUSTED  
 GR0866  ___________________________________________________________________
 GR0866  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 GR0866  DYNAMIC HT  -        1308.200 (meters)    4291.99  (feet)  COMP
 GR0866  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 GR0866
 GR0866  VERT ORDER  -  SECOND    CLASS 0
 GR0866
 GR0866.The horizontal coordinates were scaled from a topographic map and have
 GR0866.an estimated accuracy of +/- 6 seconds.
 GR0866
 GR0866.The orthometric height was determined by differential leveling
 GR0866.and adjusted by the National Geodetic Survey in June 1991..
 GR0866
 GR0866.The geoid height was determined by GEOID03.
 GR0866
 GR0866.The dynamic height is computed by dividing the NAVD 88
 GR0866.geopotential number by the normal gravity value computed on the
 GR0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0866.degrees latitude (g = 980.6199 gals.).
 GR0866
 GR0866.The modeled gravity was interpolated from observed gravity values.
 GR0866
 GR0866;                    North         East    Units  Estimated Accuracy
 GR0866;SPC NV E     - 8,235,860.      226,150.      MT  (+/- 180 meters Scaled)
 GR0866
 GR0866                          SUPERSEDED SURVEY CONTROL
 GR0866
 GR0866  NGVD 29 (??/??/92) 1308.753  (m)         4293.80   (f) ADJ UNCH    2 0
 GR0866
 GR0866.Superseded values are not recommended for survey control.
 GR0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0866.See file dsdata.txt to determine how the superseded data were derived.
 GR0866
 GR0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA524824(NAD 83)
 GR0866_MARKER: DB = BENCH MARK DISK
 GR0866_SETTING: 80 = SET IN A BOULDER
 GR0866_SP_SET: BOULDER
 GR0866_STAMPING: J 313 1941
 GR0866_MARK LOGO: CGS   
 GR0866_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0866+STABILITY: SURFACE MOTION
 GR0866
 GR0866  HISTORY     - Date     Condition        Report By
 GR0866  HISTORY     - 1941     MONUMENTED       CGS
 GR0866  HISTORY     - 1973     GOOD             USGS
 GR0866  HISTORY     - 19930309 GOOD             LOCENG
 GR0866
 GR0866                          STATION DESCRIPTION
 GR0866
 GR0866'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR0866'41.0 MI S FROM ALAMO.
 GR0866'ABOUT 12.0 MI SSE. ALONG U.S. HWY. 93 FROM THE POST OFFICE AT ALAMO,
 GR0866'THENCE ABOUT 16.6 MI SW. ALONG GRADED RD. TO THE JCT. OF AN ABANDONED
 GR0866'RD., THENCE ABOUT 8.6 MI SSW. ALONG ABANDONED RD. (CLOSED BY THE
 GR0866'DESERT NATIONAL WILDLIFE RANGE AND LEADING ACROSS W. END OF DESERT
 GR0866'LAKE) TO Y-RD., THENCE ABOUT 3.8 MI. S.  ABOUT 17 FT. WSW. OF
 GR0866'CENTERLINE OF RD. AND 2.5 FT. HIGHER. IN TOP OF A 2 FT. BOULDER
 GR0866'PROJECTING ABOUT 1.5 FT. A STANDARD USC AND GS DISK STAMPED J 313
 GR0866'1941.
 GR0866
 GR0866                          STATION RECOVERY (1993)
 GR0866
 GR0866'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 GR0866'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 GR0866'(3.3 FT) EAST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1065 ***********************************************************************
 GR1065  DESIGNATION -  J 314
 GR1065  PID         -  GR1065
 GR1065  STATE/COUNTY-  NV/CLARK
 GR1065  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1065
 GR1065                         *CURRENT SURVEY CONTROL
 GR1065  ___________________________________________________________________
 GR1065* NAD 83(1986)-  36 07 44.     (N)    115 11 50.     (W)     SCALED    
 GR1065* NAVD 88     -       663.35   (+/-2cm)    2176.3    (feet)  VERTCON   
 GR1065  ___________________________________________________________________
 GR1065  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 GR1065
 GR1065  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1065
 GR1065.The horizontal coordinates were scaled from a topographic map and have
 GR1065.an estimated accuracy of +/- 6 seconds.
 GR1065
 GR1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1065.The vertical order pertains to the NGVD 29 superseded value.
 GR1065
 GR1065.The geoid height was determined by GEOID03.
 GR1065
 GR1065;                    North         East    Units  Estimated Accuracy
 GR1065;SPC NV E     - 8,153,040.      234,750.      MT  (+/- 180 meters Scaled)
 GR1065
 GR1065                          SUPERSEDED SURVEY CONTROL
 GR1065
 GR1065  NGVD 29 (??/??/92)  662.715  (m)         2174.26   (f) ADJ UNCH    1 2
 GR1065
 GR1065.Superseded values are not recommended for survey control.
 GR1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1065.See file dsdata.txt to determine how the superseded data were derived.
 GR1065
 GR1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV622997(NAD 83)
 GR1065_MARKER: DB = BENCH MARK DISK
 GR1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1065_STAMPING: J 314 1949
 GR1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1065+STABILITY: SURFACE MOTION
 GR1065
 GR1065  HISTORY     - Date     Condition        Report By
 GR1065  HISTORY     - 1949     MONUMENTED       CGS
 GR1065  HISTORY     - 1967     GOOD             USGS
 GR1065  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1065
 GR1065                          STATION DESCRIPTION
 GR1065
 GR1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GR1065'4.7 MI S FROM LAS VEGAS.
 GR1065'3.6 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1065'LAS VEGAS, THENCE 1.1 MILES WEST ALONG A COUNTY DIRT ROAD, ON THE
 GR1065'INSIDE OF A CURVE, AT HOOT GIBSONS D4C RANCH, 48 FEET SOUTH OF THE
 GR1065'NORTHWEST CORNER OF THE NORTH-SOUTH RUNWAY, 69 FEET EAST OF THE
 GR1065'CENTERLINE OF THE ROAD, 39 FEET WEST OF THE WEST EDGE OF THE RUNWAY,
 GR1065'2.0 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 GR1065'POST FLUSH WITH THE GROUND.
 GR1065
 GR1065                          STATION RECOVERY (1967)
 GR1065
 GR1065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GR1065'RECOVERED IN GOOD CONDITION.
 GR1065
 GR1065                          STATION RECOVERY (1996)
 GR1065
 GR1065'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0903 ***********************************************************************
 KR0903  DESIGNATION -  J 316
 KR0903  PID         -  KR0903
 KR0903  STATE/COUNTY-  NV/WASHOE
 KR0903  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR0903
 KR0903                         *CURRENT SURVEY CONTROL
 KR0903  ___________________________________________________________________
 KR0903* NAD 83(1986)-  39 28 52.     (N)    119 47 26.     (W)     SCALED    
 KR0903* NAVD 88     -      1363.181  (meters)    4472.37   (feet)  ADJUSTED  
 KR0903  ___________________________________________________________________
 KR0903  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR0903  DYNAMIC HT  -        1361.934 (meters)    4468.28  (feet)  COMP
 KR0903  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 KR0903
 KR0903  VERT ORDER  -  FIRST     CLASS II
 KR0903
 KR0903.The horizontal coordinates were scaled from a topographic map and have
 KR0903.an estimated accuracy of +/- 6 seconds.
 KR0903
 KR0903.The orthometric height was determined by differential leveling
 KR0903.and adjusted by the National Geodetic Survey in June 1991..
 KR0903
 KR0903.The geoid height was determined by GEOID03.
 KR0903
 KR0903.The dynamic height is computed by dividing the NAVD 88
 KR0903.geopotential number by the normal gravity value computed on the
 KR0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0903.degrees latitude (g = 980.6199 gals.).
 KR0903
 KR0903.The modeled gravity was interpolated from observed gravity values.
 KR0903
 KR0903;                    North         East    Units  Estimated Accuracy
 KR0903;SPC NV W     - 4,525,700.      696,140.      MT  (+/- 180 meters Scaled)
 KR0903
 KR0903                          SUPERSEDED SURVEY CONTROL
 KR0903
 KR0903  NGVD 29 (??/??/92) 1362.101  (m)         4468.83   (f) ADJ UNCH    1 2
 KR0903
 KR0903.Superseded values are not recommended for survey control.
 KR0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0903.See file dsdata.txt to determine how the superseded data were derived.
 KR0903
 KR0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD599738(NAD 83)
 KR0903_MARKER: DD = SURVEY DISK
 KR0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0903_STAMPING: J 316
 KR0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0903+STABILITY: SURFACE MOTION
 KR0903
 KR0903  HISTORY     - Date     Condition        Report By
 KR0903  HISTORY     - UNK      MONUMENTED       NVDH
 KR0903  HISTORY     - 1951     GOOD             NGS
 KR0903  HISTORY     - 1968     MARK NOT FOUND   USGS
 KR0903
 KR0903                          STATION DESCRIPTION
 KR0903
 KR0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0903'3.4 MI SE FROM RENO.
 KR0903'ABOUT 3.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE
 KR0903'AT RENO, 177.5 FEET SOUTH OF TRIANGULATION STATION RENO SOUTHBASE, 76
 KR0903'FEET NORTHWEST OF THE CENTER LINE OF A LANE, 27.8 FEET NORTHEAST OF
 KR0903'THE CENTER LINE OF THE NORTHWEST-BOUND LANE OF THE HIGHWAY, 1.4 FEET
 KR0903'SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND
 KR0903'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE THE
 KR0903'GROUND.
 KR0903
 KR0903                          STATION RECOVERY (1968)
 KR0903
 KR0903'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0147 ***********************************************************************
 LS0147  DESIGNATION -  J 317
 LS0147  PID         -  LS0147
 LS0147  STATE/COUNTY-  NV/PERSHING
 LS0147  USGS QUAD   -  LOVELOCK (1987)
 LS0147
 LS0147                         *CURRENT SURVEY CONTROL
 LS0147  ___________________________________________________________________
 LS0147* NAD 83(1986)-  40 09 45.     (N)    118 29 08.     (W)     SCALED    
 LS0147* NAVD 88     -      1209.820  (meters)    3969.22   (feet)  ADJUSTED  
 LS0147  ___________________________________________________________________
 LS0147  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 LS0147  DYNAMIC HT  -        1208.851 (meters)    3966.04  (feet)  COMP
 LS0147  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 LS0147
 LS0147  VERT ORDER  -  FIRST     CLASS II
 LS0147
 LS0147.The horizontal coordinates were scaled from a topographic map and have
 LS0147.an estimated accuracy of +/- 6 seconds.
 LS0147
 LS0147.The orthometric height was determined by differential leveling
 LS0147.and adjusted by the National Geodetic Survey in June 1991..
 LS0147.WARNING-Repeat measurements at this control monument indicate possible
 LS0147.vertical movement.
 LS0147
 LS0147.The geoid height was determined by GEOID03.
 LS0147
 LS0147.The dynamic height is computed by dividing the NAVD 88
 LS0147.geopotential number by the normal gravity value computed on the
 LS0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0147.degrees latitude (g = 980.6199 gals.).
 LS0147
 LS0147.The modeled gravity was interpolated from observed gravity values.
 LS0147
 LS0147;                    North         East    Units  Estimated Accuracy
 LS0147;SPC NV W     - 4,600,660.      808,330.      MT  (+/- 180 meters Scaled)
 LS0147
 LS0147                          SUPERSEDED SURVEY CONTROL
 LS0147
 LS0147  NGVD 29 (??/??/92) 1208.876  (m)         3966.12   (f) ADJ UNCH    1 2
 LS0147
 LS0147.Superseded values are not recommended for survey control.
 LS0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0147.See file dsdata.txt to determine how the superseded data were derived.
 LS0147
 LS0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE734468(NAD 83)
 LS0147_MARKER: DB = BENCH MARK DISK
 LS0147_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LS0147+WITH SETTING: PAVEMENT
 LS0147_SP_SET: TOWER LEG FOUNDATION
 LS0147_STAMPING: J 317 1951
 LS0147_MARK LOGO: CGS   
 LS0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0147+STABILITY: SURFACE MOTION
 LS0147
 LS0147  HISTORY     - Date     Condition        Report By
 LS0147  HISTORY     - 1951     MONUMENTED       CGS
 LS0147  HISTORY     - 1957     GOOD             NGS
 LS0147  HISTORY     - 1986     GOOD             NGS
 LS0147
 LS0147                          STATION DESCRIPTION
 LS0147
 LS0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LS0147'1.35 MI SW FROM LOVELOCK.
 LS0147'1.35 MILES SOUTHWEST ALONG THE RAILROAD TRACKS FROM THE SOUTHERN
 LS0147'PACIFIC COMPANY STATION IN LOVELOCK, AT THE WATER TANK, SET IN THE TOP
 LS0147'OF THE NORTHEAST CORNER OF THE CENTER OF THE SOUTH CONCRETE
 LS0147'FOUNDATION, 88.0 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 40, 71.1
 LS0147'FEET WEST OF THE WEST RAIL OF THE SOUTHWEST-BOUND TRACKS, 46 FEET
 LS0147'NORTHWEST OF MILEPOST NO. 343, 1.4 FEET NORTHEAST OF A LARGE WATER
 LS0147'PIPE, AND SET ABOUT LEVEL WITH THE TRACKS.
 LS0147
 LS0147                          STATION RECOVERY (1957)
 LS0147
 LS0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0147'RECOVERED IN GOOD CONDITION.
 LS0147
 LS0147                          STATION RECOVERY (1986)
 LS0147
 LS0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0147'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LS0147'MI) SOUTHWEST ALONG CORNELL AVENUE FROM THE INTERSECTION OF MAIN
 LS0147'STREET IN LOVELOCK, THENCE 1.02 KM (0.63 MI) SOUTHWEST ALONG LOWER
 LS0147'VALLEY ROAD (OLD US HIGHWAY 40), IN TOP OF THE EAST CORNER OF THE
 LS0147'CENTER 1 OF 5 CONCRETE FOUNDATIONS FOR A SOUTHERN PACIFIC COMPANY
 LS0147'RAILROAD WATER TOWER (TOWER HAS SINCE BEEN REMOVED), 26.8 METERS
 LS0147'(88.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 21.6 METERS (71.0
 LS0147'FT) NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWESTMOST SET OF
 LS0147'TRACKS, 13.7 METERS (45.0 FT) NORTH OF RAILROAD MILEPOST 343.
 LS0147'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0045 ***********************************************************************
 MU0045  DESIGNATION -  J 318
 MU0045  PID         -  MU0045
 MU0045  STATE/COUNTY-  NV/ELKO
 MU0045  USGS QUAD   -  OWYHEE (1971)
 MU0045
 MU0045                         *CURRENT SURVEY CONTROL
 MU0045  ___________________________________________________________________
 MU0045* NAD 83(1986)-  41 55 50.     (N)    116 05 33.     (W)     SCALED    
 MU0045* NAVD 88     -      1654.484  (meters)    5428.09   (feet)  ADJUSTED  
 MU0045  ___________________________________________________________________
 MU0045  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 MU0045  DYNAMIC HT  -        1653.284 (meters)    5424.15  (feet)  COMP
 MU0045  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 MU0045
 MU0045  VERT ORDER  -  FIRST     CLASS II
 MU0045
 MU0045.The horizontal coordinates were scaled from a topographic map and have
 MU0045.an estimated accuracy of +/- 6 seconds.
 MU0045
 MU0045.The orthometric height was determined by differential leveling
 MU0045.and adjusted by the National Geodetic Survey in June 1991..
 MU0045.WARNING-Repeat measurements at this control monument indicate possible
 MU0045.vertical movement.
 MU0045
 MU0045.The geoid height was determined by GEOID03.
 MU0045
 MU0045.The dynamic height is computed by dividing the NAVD 88
 MU0045.geopotential number by the normal gravity value computed on the
 MU0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0045.degrees latitude (g = 980.6199 gals.).
 MU0045
 MU0045.The modeled gravity was interpolated from observed gravity values.
 MU0045
 MU0045;                    North         East    Units  Estimated Accuracy
 MU0045;SPC NV E     - 8,797,110.      157,770.      MT  (+/- 180 meters Scaled)
 MU0045
 MU0045                          SUPERSEDED SURVEY CONTROL
 MU0045
 MU0045  NGVD 29 (??/??/92) 1653.283  (m)         5424.15   (f) ADJ UNCH    1 2
 MU0045
 MU0045.Superseded values are not recommended for survey control.
 MU0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0045.See file dsdata.txt to determine how the superseded data were derived.
 MU0045
 MU0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG752424(NAD 83)
 MU0045_MARKER: DB = BENCH MARK DISK
 MU0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0045_SP_SET: CONCRETE POST
 MU0045_STAMPING: J 318 1951
 MU0045_MARK LOGO: CGS   
 MU0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0045+STABILITY: SURFACE MOTION
 MU0045
 MU0045  HISTORY     - Date     Condition        Report By
 MU0045  HISTORY     - 1951     MONUMENTED       CGS
 MU0045  HISTORY     - 1970     GOOD             USGS
 MU0045  HISTORY     - 19840601 GOOD             NGS
 MU0045
 MU0045                          STATION DESCRIPTION
 MU0045
 MU0045'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 MU0045'0.5 MI SE FROM OWYHEE.
 MU0045'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE GRADE SCHOOL AT
 MU0045'OWYHEE 0.8 MILES SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE POST OFFICE
 MU0045'AT OWYHEE, AT A Y JUNCTION OF A ROAD LEADING WEST TO A FARM HOUSE. 112
 MU0045'FEET SOUTHEAST OF THE CENTER OF THE Y JUNCTION OF THE ROAD LEADING
 MU0045'WEST TO THE FARM HOUSE.  37 FEET EAST OF THE CENTER LINE OF THE
 MU0045'HIGHWAY.  3 FEET NORTH OF A WITNESS POST.  ABOUT LEVEL WITH THE
 MU0045'HIGHWAY OPPOSITE THE BENCH MARK.  SET IN THE TOP OF A CONCRETE POST
 MU0045'PROJECTING 0.4 FEET ABOVE THE GROUND.
 MU0045
 MU0045                          STATION RECOVERY (1984)
 MU0045
 MU0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0045'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 1.4 KM (0.85
 MU0045'MI) SOUTHEAST ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, 9.1 M
 MU0045'(30 FT) EAST OF THE HIGHWAY CENTERLINE AND 29.6 M (97 FT) SOUTHEAST OF
 MU0045'THE CENTER OF THE T JUNCTION OF A GRAVEL ROAD LEADING WEST TO A FARM
 MU0045'HOUSE.  A DISK SET INTO THE TOP OF A CONCRETE POST PROJECTING 6 CM.
 MU0045'ABOUT LEVEL WITH THE HIGHWAY.  0.4 M WEST FROM A WITNESS POST. THE
 MU0045'NORTH END OF THE WINGWALL.  ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0586 ***********************************************************************
 MT0586  DESIGNATION -  J 319
 MT0586  PID         -  MT0586
 MT0586  STATE/COUNTY-  NV/ELKO
 MT0586  USGS QUAD   -  MERRITT MOUNTAIN (1986)
 MT0586
 MT0586                         *CURRENT SURVEY CONTROL
 MT0586  ___________________________________________________________________
 MT0586* NAD 83(1986)-  41 47 27.     (N)    115 48 05.     (W)     SCALED    
 MT0586* NAVD 88     -      1978.521  (meters)    6491.20   (feet)  ADJUSTED  
 MT0586  ___________________________________________________________________
 MT0586  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 MT0586  DYNAMIC HT  -        1976.940 (meters)    6486.01  (feet)  COMP
 MT0586  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 MT0586
 MT0586  VERT ORDER  -  SECOND    CLASS 0
 MT0586
 MT0586.The horizontal coordinates were scaled from a topographic map and have
 MT0586.an estimated accuracy of +/- 6 seconds.
 MT0586
 MT0586.The orthometric height was determined by differential leveling
 MT0586.and adjusted by the National Geodetic Survey in June 1991..
 MT0586
 MT0586.The geoid height was determined by GEOID03.
 MT0586
 MT0586.The dynamic height is computed by dividing the NAVD 88
 MT0586.geopotential number by the normal gravity value computed on the
 MT0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0586.degrees latitude (g = 980.6199 gals.).
 MT0586
 MT0586.The modeled gravity was interpolated from observed gravity values.
 MT0586
 MT0586;                    North         East    Units  Estimated Accuracy
 MT0586;SPC NV E     - 8,781,490.      181,880.      MT  (+/- 180 meters Scaled)
 MT0586
 MT0586                          SUPERSEDED SURVEY CONTROL
 MT0586
 MT0586  NGVD 29 (??/??/92) 1977.261  (m)         6487.06   (f) ADJ UNCH    2 0
 MT0586
 MT0586.Superseded values are not recommended for survey control.
 MT0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0586.See file dsdata.txt to determine how the superseded data were derived.
 MT0586
 MT0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG995272(NAD 83)
 MT0586_MARKER: DB = BENCH MARK DISK
 MT0586_SETTING: 80 = SET IN A BOULDER
 MT0586_STAMPING: J 319 1951
 MT0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0586+STABILITY: SURFACE MOTION
 MT0586
 MT0586  HISTORY     - Date     Condition        Report By
 MT0586  HISTORY     - 1951     MONUMENTED       CGS
 MT0586
 MT0586                          STATION DESCRIPTION
 MT0586
 MT0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0586'11.6 MI E FROM MOUNTAIN CITY.
 MT0586'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0586'MOUNTAIN CITY, THENCE 10.6 MILES EAST ALONG A GRAVEL ROAD, SET IN THE
 MT0586'TOP OF A LARGE BOULDER, 293.0 FEET SOUTHEAST OF A POINT WHERE A POWER
 MT0586'LINE CROSSES THE ROAD, 31 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 MT0586'ROAD, 2.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT 10 FEET HIGHER THAN
 MT0586'THE ROAD, AND MARKED WITH WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0161 ***********************************************************************
 KP0161  DESIGNATION -  J 32
 KP0161  PID         -  KP0161
 KP0161  STATE/COUNTY-  NV/WHITE PINE
 KP0161  USGS QUAD   -  GIROUX WASH (1958)
 KP0161
 KP0161                         *CURRENT SURVEY CONTROL
 KP0161  ___________________________________________________________________
 KP0161* NAD 83(1986)-  39 08 05.     (N)    115 03 18.     (W)     SCALED    
 KP0161* NAVD 88     -      1939.520  (meters)    6363.24   (feet)  POSTED    
 KP0161  ___________________________________________________________________
 KP0161  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 KP0161  DYNAMIC HT  -        1937.440 (meters)    6356.42  (feet)  COMP
 KP0161  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 KP0161
 KP0161  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KP0161
 KP0161.The horizontal coordinates were scaled from a topographic map and have
 KP0161.an estimated accuracy of +/- 6 seconds.
 KP0161
 KP0161.The orthometric height was determined by differential leveling
 KP0161.and adjusted by the National Geodetic Survey in 1992..
 KP0161.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KP0161.rate of 1.1 thru 2.0 mm/km.
 KP0161
 KP0161.The geoid height was determined by GEOID03.
 KP0161
 KP0161.The dynamic height is computed by dividing the NAVD 88
 KP0161.geopotential number by the normal gravity value computed on the
 KP0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0161.degrees latitude (g = 980.6199 gals.).
 KP0161
 KP0161.The modeled gravity was interpolated from observed gravity values.
 KP0161
 KP0161;                    North         East    Units  Estimated Accuracy
 KP0161;SPC NV E     - 8,486,690.      245,680.      MT  (+/- 180 meters Scaled)
 KP0161
 KP0161                          SUPERSEDED SURVEY CONTROL
 KP0161
 KP0161  NGVD 29 (??/??/92) 1938.276  (m)         6359.16   (f) ADJ UNCH    1 2
 KP0161
 KP0161.Superseded values are not recommended for survey control.
 KP0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0161.See file dsdata.txt to determine how the superseded data were derived.
 KP0161
 KP0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD681335(NAD 83)
 KP0161_MARKER: DB = BENCH MARK DISK
 KP0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0161_STAMPING: 6359.160 J 32 1933
 KP0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0161+STABILITY: SURFACE MOTION
 KP0161
 KP0161  HISTORY     - Date     Condition        Report By
 KP0161  HISTORY     - 1933     MONUMENTED       CGS
 KP0161  HISTORY     - 1934     GOOD             NGS
 KP0161
 KP0161                          STATION DESCRIPTION
 KP0161
 KP0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0161'13.6 MI SW FROM ELY.
 KP0161'ABOUT 13.6 MILES SOUTHWEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4
 KP0161'FROM ELY, WHITE PINE COUNTY, AND 28 FEET WEST OF THE CENTER LINE OF
 KP0161'THE OLD HIGHWAY.  A STANDARD DISK, STAMPED 6359.160 J 32 1933 AND SET
 KP0161'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 KP0161
 KP0161                          STATION RECOVERY (1934)
 KP0161
 KP0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0353 ***********************************************************************
 JR0353  DESIGNATION -  J 320
 JR0353  PID         -  JR0353
 JR0353  STATE/COUNTY-  NV/LYON
 JR0353  USGS QUAD   -  YERINGTON (1986)
 JR0353
 JR0353                         *CURRENT SURVEY CONTROL
 JR0353  ___________________________________________________________________
 JR0353* NAD 83(1986)-  38 59 38.     (N)    119 10 52.     (W)     SCALED    
 JR0353* NAVD 88     -      1338.11   (+/-2cm)    4390.1    (feet)  VERTCON   
 JR0353  ___________________________________________________________________
 JR0353  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 JR0353
 JR0353  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0353
 JR0353.The horizontal coordinates were scaled from a topographic map and have
 JR0353.an estimated accuracy of +/- 6 seconds.
 JR0353
 JR0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0353.The vertical order pertains to the NGVD 29 superseded value.
 JR0353
 JR0353.The geoid height was determined by GEOID03.
 JR0353
 JR0353;                    North         East    Units  Estimated Accuracy
 JR0353;SPC NV W     - 4,471,090.      748,220.      MT  (+/- 180 meters Scaled)
 JR0353
 JR0353                          SUPERSEDED SURVEY CONTROL
 JR0353
 JR0353  NGVD 29 (??/??/92) 1337.080  (m)         4386.74   (f) ADJ UNCH    2 0
 JR0353
 JR0353.Superseded values are not recommended for survey control.
 JR0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0353.See file dsdata.txt to determine how the superseded data were derived.
 JR0353
 JR0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD111183(NAD 83)
 JR0353_MARKER: DB = BENCH MARK DISK
 JR0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0353_STAMPING: J 320 1951
 JR0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0353+STABILITY: SURFACE MOTION
 JR0353
 JR0353  HISTORY     - Date     Condition        Report By
 JR0353  HISTORY     - 1951     MONUMENTED       CGS
 JR0353  HISTORY     - 1984     MARK NOT FOUND   USGS
 JR0353
 JR0353                          STATION DESCRIPTION
 JR0353
 JR0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JR0353'2 MI N FROM YERINGTON.
 JR0353'1.95 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE AT
 JR0353'YERINGTON, 200 FEET EAST OF A WHITE FARM HOUSE, 57 FEET NORTHEAST
 JR0353'OF A T INTERSECTION OF THE HIGHWAY AND A DIRT ROAD LEADING
 JR0353'EAST, 18 FEET NORTHWEST OF A POWER LINE POLE, 5 FEET NORTH
 JR0353'OF A FENCE CORNER, 2 FEET SOUTH OF A WITNESS POST, AND SET
 JR0353'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE
 JR0353'THE GROUND.
 JR0353
 JR0353                          STATION RECOVERY (1984)
 JR0353
 JR0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JR0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0839 ***********************************************************************
 KR0839  DESIGNATION -  J 321
 KR0839  PID         -  KR0839
 KR0839  STATE/COUNTY-  NV/CHURCHILL
 KR0839  USGS QUAD   -  LAHONTAN DAM (1985)
 KR0839
 KR0839                         *CURRENT SURVEY CONTROL
 KR0839  ___________________________________________________________________
 KR0839* NAD 83(1986)-  39 29 29.     (N)    119 00 55.     (W)     SCALED    
 KR0839* NAVD 88     -      1235.13   (+/-2cm)    4052.3    (feet)  VERTCON   
 KR0839  ___________________________________________________________________
 KR0839  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 KR0839
 KR0839  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0839
 KR0839.The horizontal coordinates were scaled from a topographic map and have
 KR0839.an estimated accuracy of +/- 6 seconds.
 KR0839
 KR0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0839.The vertical order pertains to the NGVD 29 superseded value.
 KR0839
 KR0839.The geoid height was determined by GEOID03.
 KR0839
 KR0839;                    North         East    Units  Estimated Accuracy
 KR0839;SPC NV W     - 4,526,240.      762,850.      MT  (+/- 180 meters Scaled)
 KR0839
 KR0839                          SUPERSEDED SURVEY CONTROL
 KR0839
 KR0839  NGVD 29 (??/??/92) 1234.168  (m)         4049.10   (f) ADJ UNCH    2 0
 KR0839
 KR0839.Superseded values are not recommended for survey control.
 KR0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0839.See file dsdata.txt to determine how the superseded data were derived.
 KR0839
 KR0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD267732(NAD 83)
 KR0839_MARKER: DB = BENCH MARK DISK
 KR0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0839_STAMPING: J 321 1951
 KR0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0839+STABILITY: SURFACE MOTION
 KR0839
 KR0839  HISTORY     - Date     Condition        Report By
 KR0839  HISTORY     - 1951     MONUMENTED       CGS
 KR0839  HISTORY     - 1968     GOOD             NGS
 KR0839
 KR0839                          STATION DESCRIPTION
 KR0839
 KR0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0839'13.6 MI NW FROM FALLON.
 KR0839'9.2 MILES NORTHWEST ALONG U. S. HIGHWAY 95 AND 50 FROM THE POST OFFICE
 KR0839'IN FALLON, THENCE 4.2 MILES WEST ALONG HIGHWAY 50, 0.7 MILES SOUTHWEST
 KR0839'OF A FARM HOUSE, 0.5 MILES NORTHEAST OF A GRAVEL ROAD LEADING
 KR0839'NORTHWEST TO BANGO, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KR0839'HIGHWAY, 2 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 KR0839'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET
 KR0839'ABOVE THE GROUND.
 KR0839
 KR0839                          STATION RECOVERY (1968)
 KR0839
 KR0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KR0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0403 ***********************************************************************
 MT0403  DESIGNATION -  J 322
 MT0403  PID         -  MT0403
 MT0403  STATE/COUNTY-  NV/ELKO
 MT0403  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0403
 MT0403                         *CURRENT SURVEY CONTROL
 MT0403  ___________________________________________________________________
 MT0403* NAD 83(1986)-  41 59 15.     (N)    115 25 53.     (W)     SCALED    
 MT0403* NAVD 88     -      1816.212  (meters)    5958.69   (feet)  ADJUSTED  
 MT0403  ___________________________________________________________________
 MT0403  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 MT0403  DYNAMIC HT  -        1814.836 (meters)    5954.17  (feet)  COMP
 MT0403  MODELED GRAV-     979,800.2   (mgal)                       NAVD 88
 MT0403
 MT0403  VERT ORDER  -  SECOND    CLASS 0
 MT0403
 MT0403.The horizontal coordinates were scaled from a topographic map and have
 MT0403.an estimated accuracy of +/- 6 seconds.
 MT0403
 MT0403.The orthometric height was determined by differential leveling
 MT0403.and adjusted by the National Geodetic Survey in June 1991..
 MT0403
 MT0403.The geoid height was determined by GEOID03.
 MT0403
 MT0403.The dynamic height is computed by dividing the NAVD 88
 MT0403.geopotential number by the normal gravity value computed on the
 MT0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0403.degrees latitude (g = 980.6199 gals.).
 MT0403
 MT0403.The modeled gravity was interpolated from observed gravity values.
 MT0403
 MT0403;                    North         East    Units  Estimated Accuracy
 MT0403;SPC NV E     - 8,803,320.      212,590.      MT  (+/- 180 meters Scaled)
 MT0403
 MT0403                          SUPERSEDED SURVEY CONTROL
 MT0403
 MT0403  NGVD 29 (??/??/92) 1815.027  (m)         5954.80   (f) ADJ UNCH    2 0
 MT0403
 MT0403.Superseded values are not recommended for survey control.
 MT0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0403.See file dsdata.txt to determine how the superseded data were derived.
 MT0403
 MT0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG299495(NAD 83)
 MT0403_MARKER: DB = BENCH MARK DISK
 MT0403_SETTING: 80 = SET IN A BOULDER
 MT0403_STAMPING: J 322 1951
 MT0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0403+STABILITY: SURFACE MOTION
 MT0403
 MT0403  HISTORY     - Date     Condition        Report By
 MT0403  HISTORY     - 1951     MONUMENTED       CGS
 MT0403
 MT0403                          STATION DESCRIPTION
 MT0403
 MT0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0403'12.1 MI N FROM JARBIDGE.
 MT0403'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A GRAVEL
 MT0403'ROAD, THENCE 1.9 MILES SOUTHWEST ALONG A GRAVEL ROAD, 0.65 MILES NORTH
 MT0403'OF THE LARIOS RANCH, SET IN THE TOP OF A LARGE BOULDER, 50 FEET WEST
 MT0403'OF BUCK CREEK, 15 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 4.0
 MT0403'FEET EAST OF THE WEST EDGE OF THE BOULDER, ABOUT 8 FEET HIGHER THAN
 MT0403'THE ROAD, AND MARKED WITH WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0972 ***********************************************************************
 KR0972  DESIGNATION -  J 323
 KR0972  PID         -  KR0972
 KR0972  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0972  USGS QUAD   -  CARSON CITY (1994)
 KR0972
 KR0972                         *CURRENT SURVEY CONTROL
 KR0972  ___________________________________________________________________
 KR0972* NAD 83(1986)-  39 11 10.     (N)    119 45 43.     (W)     SCALED    
 KR0972* NAVD 88     -      1437.36   (+/-2cm)    4715.7    (feet)  VERTCON   
 KR0972  ___________________________________________________________________
 KR0972  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KR0972
 KR0972  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0972
 KR0972.The horizontal coordinates were scaled from a topographic map and have
 KR0972.an estimated accuracy of +/- 6 seconds.
 KR0972
 KR0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0972.The vertical order pertains to the NGVD 29 superseded value.
 KR0972
 KR0972.The geoid height was determined by GEOID03.
 KR0972
 KR0972;                    North         East    Units  Estimated Accuracy
 KR0972;SPC NV W     - 4,492,920.      698,180.      MT  (+/- 180 meters Scaled)
 KR0972
 KR0972                          SUPERSEDED SURVEY CONTROL
 KR0972
 KR0972  NGVD 29 (??/??/92) 1436.24   (m)         4712.1    (f) COMPUTED    1 2
 KR0972
 KR0972.Superseded values are not recommended for survey control.
 KR0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0972.See file dsdata.txt to determine how the superseded data were derived.
 KR0972
 KR0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD614410(NAD 83)
 KR0972_MARKER: DB = BENCH MARK DISK
 KR0972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0972_SP_SET: CULVERT
 KR0972_STAMPING: J 323
 KR0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0972
 KR0972  HISTORY     - Date     Condition        Report By
 KR0972  HISTORY     - UNK      MONUMENTED       NVDH
 KR0972  HISTORY     - 1953     GOOD             NGS
 KR0972  HISTORY     - 1970     MARK NOT FOUND   USGS
 KR0972  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR0972
 KR0972                          STATION DESCRIPTION
 KR0972
 KR0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0972'1.5 MI N FROM CARSON CITY.
 KR0972'1.0 MILE NORTH ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT CARSON
 KR0972'CITY, THENCE 0.5 MILE NORTHEAST ALONG AN ASPHALT ROAD, ABOUT 53 YARDS
 KR0972'SOUTHWEST OF THE SOUTHWEST END OF A 16-INCH CORRUGATED METAL PIPE
 KR0972'CULVERT UNDER A DRIVEWAY LEADING SOUTH INTO A FIELD, 27.4 FEET
 KR0972'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3.4 FEET NORTHWEST OF A
 KR0972'FENCE, 5.5 FEET WEST OF A 4- BY 4-FOOT WHITE WOODEN POST STENCILED
 KR0972'NEV. HIWAY DEPT., ABOUT LEVEL WITH THE ROAD, FLUSH WITH THE GROUND,
 KR0972'AND SET IN THE TOP OF A CONCRETE POST.
 KR0972
 KR0972                          STATION RECOVERY (1970)
 KR0972
 KR0972'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KR0972'MARK NOT FOUND.
 KR0972
 KR0972                          STATION RECOVERY (2003)
 KR0972
 KR0972'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR0972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0009 ***********************************************************************
 MT0009  DESIGNATION -  J 323
 MT0009  PID         -  MT0009
 MT0009  STATE/COUNTY-  NV/ELKO
 MT0009  USGS QUAD   -  GOLLAHER MOUNTAIN (1989)
 MT0009
 MT0009                         *CURRENT SURVEY CONTROL
 MT0009  ___________________________________________________________________
 MT0009* NAD 83(1986)-  41 58 42.     (N)    114 23 02.     (W)     SCALED    
 MT0009* NAVD 88     -      1762.860  (meters)    5783.65   (feet)  ADJUSTED  
 MT0009  ___________________________________________________________________
 MT0009  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 MT0009  DYNAMIC HT  -        1761.557 (meters)    5779.37  (feet)  COMP
 MT0009  MODELED GRAV-     979,820.8   (mgal)                       NAVD 88
 MT0009
 MT0009  VERT ORDER  -  SECOND    CLASS 0
 MT0009
 MT0009.The horizontal coordinates were scaled from a topographic map and have
 MT0009.an estimated accuracy of +/- 6 seconds.
 MT0009
 MT0009.The orthometric height was determined by differential leveling
 MT0009.and adjusted by the National Geodetic Survey in June 1991..
 MT0009
 MT0009.The geoid height was determined by GEOID03.
 MT0009
 MT0009.The dynamic height is computed by dividing the NAVD 88
 MT0009.geopotential number by the normal gravity value computed on the
 MT0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0009.degrees latitude (g = 980.6199 gals.).
 MT0009
 MT0009.The modeled gravity was interpolated from observed gravity values.
 MT0009
 MT0009;                    North         East    Units  Estimated Accuracy
 MT0009;SPC NV E     - 8,802,990.      299,400.      MT  (+/- 180 meters Scaled)
 MT0009
 MT0009                          SUPERSEDED SURVEY CONTROL
 MT0009
 MT0009  NGVD 29 (??/??/92) 1761.712  (m)         5779.88   (f) ADJ UNCH    2 0
 MT0009
 MT0009.Superseded values are not recommended for survey control.
 MT0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0009.See file dsdata.txt to determine how the superseded data were derived.
 MT0009
 MT0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG167506(NAD 83)
 MT0009_MARKER: DB = BENCH MARK DISK
 MT0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0009_STAMPING: J 323 1951
 MT0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0009+STABILITY: SURFACE MOTION
 MT0009
 MT0009  HISTORY     - Date     Condition        Report By
 MT0009  HISTORY     - 1951     MONUMENTED       CGS
 MT0009
 MT0009                          STATION DESCRIPTION
 MT0009
 MT0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0009'20.7 MI NE FROM SAN JACINTO.
 MT0009'20.7 MILES NORTHEAST, 0.45 MILE WEST OF THE T JUNCTION OF A DIRT ROAD
 MT0009'LEADING NORTH TO TWIN FALLS, IDAHO, AT A POINT WHERE A NORTH - SOUTH
 MT0009'FENCE LINE CROSSES THE ROAD, AT THE Y JUNCTIONS OF A TRACK ROAD
 MT0009'LEADING SOUTH AND ANOTHER TRACK ROAD LEADING SOUTHWEST, 50 1/2 FEET
 MT0009'SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 21 FEET WEST OF THE CENTER
 MT0009'LINE OF THE TRACK ROAD LEADING SOUTH, 1.8 FEET NORTH OF A WITNESS
 MT0009'POST, 1 FOOT EAST OF THE FENCE, 1 FOOT HIGHER THAN THE ROAD, AND SET
 MT0009'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0479 ***********************************************************************
 JR0479  DESIGNATION -  J 324
 JR0479  PID         -  JR0479
 JR0479  STATE/COUNTY-  NV/DOUGLAS
 JR0479  USGS QUAD   -  MINDEN (1982)
 JR0479
 JR0479                         *CURRENT SURVEY CONTROL
 JR0479  ___________________________________________________________________
 JR0479* NAD 83(1986)-  38 56 28.     (N)    119 50 39.     (W)     SCALED    
 JR0479* NAVD 88     -      1453.29   (+/-2cm)    4768.0    (feet)  VERTCON   
 JR0479  ___________________________________________________________________
 JR0479  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JR0479
 JR0479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0479
 JR0479.The horizontal coordinates were scaled from a topographic map and have
 JR0479.an estimated accuracy of +/- 6 seconds.
 JR0479
 JR0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0479.The vertical order pertains to the NGVD 29 superseded value.
 JR0479
 JR0479.The geoid height was determined by GEOID03.
 JR0479
 JR0479;                    North         East    Units  Estimated Accuracy
 JR0479;SPC NV W     - 4,465,820.      690,700.      MT  (+/- 180 meters Scaled)
 JR0479
 JR0479                          SUPERSEDED SURVEY CONTROL
 JR0479
 JR0479  NGVD 29 (??/??/92) 1452.103  (m)         4764.11   (f) ADJ UNCH    2 0
 JR0479
 JR0479.Superseded values are not recommended for survey control.
 JR0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0479.See file dsdata.txt to determine how the superseded data were derived.
 JR0479
 JR0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD534140(NAD 83)
 JR0479_MARKER: DD = SURVEY DISK
 JR0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0479_STAMPING: J 324
 JR0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0479+STABILITY: SURFACE MOTION
 JR0479
 JR0479  HISTORY     - Date     Condition        Report By
 JR0479  HISTORY     - UNK      MONUMENTED       NVDH
 JR0479  HISTORY     - 1951     GOOD             NGS
 JR0479
 JR0479                          STATION DESCRIPTION
 JR0479
 JR0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0479'4.7 MI S FROM GENOA.
 JR0479'4.7 MILES SOUTH ALONG FOOTHILL ROAD FROM THE GENERAL STORE IN
 JR0479'GENOA, 0.2 MILES SOUTH OF BENCH MARK B 324, 0.1 MILES SOUTH OF
 JR0479'A DRIVEWAY LEADING SOUTHEAST TO A RANCH, ABOUT 150 YARDS
 JR0479'NORTHWEST OF A TREE-SURROUNDED RANCH HOUSE, 117.6 FEET SOUTHEAST
 JR0479'OF THE SOUTH END OF A CONCRETE HEADWALL WEST OF THE ROAD, 69
 JR0479'PACES SOUTHEAST OF THE CENTER OF AN IRON GATE WEST OF THE ROAD,
 JR0479'36 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.4 FEET WEST
 JR0479'OF A HIGHWAY DEPARTMENT WOODEN POST, 1/2-FOOT LOWER THAN THE
 JR0479'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JR0479'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0033 ***********************************************************************
 MT0033  DESIGNATION -  J 327
 MT0033  PID         -  MT0033
 MT0033  STATE/COUNTY-  NV/ELKO
 MT0033  USGS QUAD   -  FIVEMILE GULCH (1989)
 MT0033
 MT0033                         *CURRENT SURVEY CONTROL
 MT0033  ___________________________________________________________________
 MT0033* NAD 83(1986)-  41 55 22.     (N)    114 09 44.     (W)     SCALED    
 MT0033* NAVD 88     -      1709.990  (meters)    5610.19   (feet)  ADJUSTED  
 MT0033  ___________________________________________________________________
 MT0033  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 MT0033  DYNAMIC HT  -        1708.728 (meters)    5606.05  (feet)  COMP
 MT0033  MODELED GRAV-     979,823.6   (mgal)                       NAVD 88
 MT0033
 MT0033  VERT ORDER  -  SECOND    CLASS 0
 MT0033
 MT0033.The horizontal coordinates were scaled from a topographic map and have
 MT0033.an estimated accuracy of +/- 6 seconds.
 MT0033
 MT0033.The orthometric height was determined by differential leveling
 MT0033.and adjusted by the National Geodetic Survey in June 1991..
 MT0033
 MT0033.The geoid height was determined by GEOID03.
 MT0033
 MT0033.The dynamic height is computed by dividing the NAVD 88
 MT0033.geopotential number by the normal gravity value computed on the
 MT0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0033.degrees latitude (g = 980.6199 gals.).
 MT0033
 MT0033.The modeled gravity was interpolated from observed gravity values.
 MT0033
 MT0033;                    North         East    Units  Estimated Accuracy
 MT0033;SPC NV E     - 8,797,100.      317,870.      MT  (+/- 180 meters Scaled)
 MT0033
 MT0033                          SUPERSEDED SURVEY CONTROL
 MT0033
 MT0033  NGVD 29 (??/??/92) 1708.863  (m)         5606.49   (f) ADJ UNCH    2 0
 MT0033
 MT0033.Superseded values are not recommended for survey control.
 MT0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0033.See file dsdata.txt to determine how the superseded data were derived.
 MT0033
 MT0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG353450(NAD 83)
 MT0033_MARKER: DB = BENCH MARK DISK
 MT0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0033_STAMPING: J 327 1951
 MT0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0033+STABILITY: SURFACE MOTION
 MT0033
 MT0033  HISTORY     - Date     Condition        Report By
 MT0033  HISTORY     - 1951     MONUMENTED       CGS
 MT0033
 MT0033                          STATION DESCRIPTION
 MT0033
 MT0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0033'29.1 MI NW FROM GROUSE CREEK.
 MT0033'3.4 MILES NORTH, 15.6 MILES NORTHWEST, 2.5 MILES NORTHWEST, 7.6 MILES
 MT0033'SOUTHWEST, 0.5 MILE WEST OF A PROMINENT OUTCROP COVERED HILL ON THE
 MT0033'NORTH SIDE OF THE ROAD, AT THE SUMMIT OF A GRADE, ON THE INSIDE OF A
 MT0033'CURVE, 41 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 15 FEET
 MT0033'SOUTHEAST OF A 10 INCH JUNIPER TREE 2 FEET WEST OF A WITNESS POST, AND
 MT0033'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MT0033'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1264 ***********************************************************************
 GR1264  DESIGNATION -  J 328
 GR1264  PID         -  GR1264
 GR1264  STATE/COUNTY-  NV/NYE
 GR1264  USGS QUAD   -  CAMP DESERT ROCK (1983)
 GR1264
 GR1264                         *CURRENT SURVEY CONTROL
 GR1264  ___________________________________________________________________
 GR1264* NAD 83(1986)-  36 44 52.     (N)    116 00 03.     (W)     SCALED    
 GR1264* NAVD 88     -       989.845  (meters)    3247.52   (feet)  ADJUSTED  
 GR1264  ___________________________________________________________________
 GR1264  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 GR1264  DYNAMIC HT  -         988.794 (meters)    3244.07  (feet)  COMP
 GR1264  MODELED GRAV-     979,536.7   (mgal)                       NAVD 88
 GR1264
 GR1264  VERT ORDER  -  SECOND    CLASS 0
 GR1264
 GR1264.The horizontal coordinates were scaled from a topographic map and have
 GR1264.an estimated accuracy of +/- 6 seconds.
 GR1264
 GR1264.The orthometric height was determined by differential leveling
 GR1264.and adjusted by the National Geodetic Survey in June 1991..
 GR1264
 GR1264.The geoid height was determined by GEOID03.
 GR1264
 GR1264.The dynamic height is computed by dividing the NAVD 88
 GR1264.geopotential number by the normal gravity value computed on the
 GR1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1264.degrees latitude (g = 980.6199 gals.).
 GR1264
 GR1264.The modeled gravity was interpolated from observed gravity values.
 GR1264
 GR1264;                    North         East    Units  Estimated Accuracy
 GR1264;SPC NV C     - 6,221,850.      559,460.      MT  (+/- 180 meters Scaled)
 GR1264
 GR1264                          SUPERSEDED SURVEY CONTROL
 GR1264
 GR1264  NGVD 29 (??/??/92)  988.998  (m)         3244.74   (f) ADJ UNCH    2 0
 GR1264
 GR1264.Superseded values are not recommended for survey control.
 GR1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1264.See file dsdata.txt to determine how the superseded data were derived.
 GR1264
 GR1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA891673(NAD 83)
 GR1264_MARKER: DB = BENCH MARK DISK
 GR1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1264_STAMPING: J 328 1952
 GR1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1264+STABILITY: SURFACE MOTION
 GR1264
 GR1264  HISTORY     - Date     Condition        Report By
 GR1264  HISTORY     - 1952     MONUMENTED       CGS
 GR1264
 GR1264                          STATION DESCRIPTION
 GR1264
 GR1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GR1264'7.6 MI NW FROM MERCURY.
 GR1264'0.15 MILE WEST ALONG RANGER AVENUE FROM THE POST OFFICE AT MERCURY,
 GR1264'THENCE 2.6 MILES NORTH ALONG THE MERCURY HIGHWAY, THENCE 4.85 MILES
 GR1264'NORTHWEST ALONG THE MERCURY HIGHWAY, AT THE END OF A CURVE IN THE
 GR1264'HIGHWAY, 53 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET
 GR1264'NORTHWEST OF A POWER POLE, IN LINE WITH A ROW OF POWER POLES, SET IN
 GR1264'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0424 ***********************************************************************
 HQ0424  DESIGNATION -  J 329
 HQ0424  PID         -  HQ0424
 HQ0424  STATE/COUNTY-  NV/NYE
 HQ0424  USGS QUAD   -  YUCCA FLAT (1986)
 HQ0424
 HQ0424                         *CURRENT SURVEY CONTROL
 HQ0424  ___________________________________________________________________
 HQ0424* NAD 83(1986)-  37 05 23.     (N)    116 03 07.     (W)     SCALED    
 HQ0424* NAVD 88     -      1260.626  (meters)    4135.90   (feet)  ADJUSTED  
 HQ0424  ___________________________________________________________________
 HQ0424  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 HQ0424  DYNAMIC HT  -        1259.247 (meters)    4131.38  (feet)  COMP
 HQ0424  MODELED GRAV-     979,494.0   (mgal)                       NAVD 88
 HQ0424
 HQ0424  VERT ORDER  -  SECOND    CLASS 0
 HQ0424
 HQ0424.The horizontal coordinates were scaled from a topographic map and have
 HQ0424.an estimated accuracy of +/- 6 seconds.
 HQ0424
 HQ0424.The orthometric height was determined by differential leveling
 HQ0424.and adjusted by the National Geodetic Survey in June 1991..
 HQ0424
 HQ0424.The geoid height was determined by GEOID03.
 HQ0424
 HQ0424.The dynamic height is computed by dividing the NAVD 88
 HQ0424.geopotential number by the normal gravity value computed on the
 HQ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0424.degrees latitude (g = 980.6199 gals.).
 HQ0424
 HQ0424.The modeled gravity was interpolated from observed gravity values.
 HQ0424
 HQ0424;                    North         East    Units  Estimated Accuracy
 HQ0424;SPC NV C     - 6,259,760.      554,650.      MT  (+/- 180 meters Scaled)
 HQ0424
 HQ0424                          SUPERSEDED SURVEY CONTROL
 HQ0424
 HQ0424  NGVD 29 (??/??/92) 1259.693  (m)         4132.84   (f) ADJ UNCH    2 0
 HQ0424
 HQ0424.Superseded values are not recommended for survey control.
 HQ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0424.See file dsdata.txt to determine how the superseded data were derived.
 HQ0424
 HQ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB842052(NAD 83)
 HQ0424_MARKER: DB = BENCH MARK DISK
 HQ0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HQ0424_SP_SET: FOUNDATION
 HQ0424_STAMPING: J 329 1952
 HQ0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0424
 HQ0424  HISTORY     - Date     Condition        Report By
 HQ0424  HISTORY     - 1952     MONUMENTED       CGS
 HQ0424  HISTORY     - 1984     MARK NOT FOUND   USGS
 HQ0424
 HQ0424                          STATION DESCRIPTION
 HQ0424
 HQ0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0424'10.6 MI N FROM YUCCA PASS.
 HQ0424'10.65 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF
 HQ0424'YUCCA PASS, 95.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HQ0424'SET IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE FOUNDATION
 HQ0424'OF A PARTIALLY COMPLETED CONCRETE STRUCTURE, 0.3 FOOT NORTHWEST
 HQ0424'OF A CONCRETE WALL.
 HQ0424
 HQ0424                          STATION RECOVERY (1984)
 HQ0424
 HQ0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0277 ***********************************************************************
 JP0277  DESIGNATION -  J 33
 JP0277  PID         -  JP0277
 JP0277  STATE/COUNTY-  NV/NYE
 JP0277  USGS QUAD   -  BLUE EAGLE SPRINGS N (1990)
 JP0277
 JP0277                         *CURRENT SURVEY CONTROL
 JP0277  ___________________________________________________________________
 JP0277* NAD 83(1986)-  38 42 28.     (N)    115 30 46.     (W)     SCALED    
 JP0277* NAVD 88     -      1517.965  (meters)    4980.19   (feet)  POSTED    
 JP0277  ___________________________________________________________________
 JP0277  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 JP0277  DYNAMIC HT  -        1516.400 (meters)    4975.06  (feet)  COMP
 JP0277  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 JP0277
 JP0277  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0277
 JP0277.The horizontal coordinates were scaled from a topographic map and have
 JP0277.an estimated accuracy of +/- 6 seconds.
 JP0277
 JP0277.The orthometric height was determined by differential leveling
 JP0277.and adjusted by the National Geodetic Survey in 1992..
 JP0277.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0277.rate of 0.0 thru 1.0 mm/km.
 JP0277
 JP0277.The geoid height was determined by GEOID03.
 JP0277
 JP0277.The dynamic height is computed by dividing the NAVD 88
 JP0277.geopotential number by the normal gravity value computed on the
 JP0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0277.degrees latitude (g = 980.6199 gals.).
 JP0277
 JP0277.The modeled gravity was interpolated from observed gravity values.
 JP0277
 JP0277;                    North         East    Units  Estimated Accuracy
 JP0277;SPC NV C     - 6,439,790.      600,360.      MT  (+/- 180 meters Scaled)
 JP0277
 JP0277                          SUPERSEDED SURVEY CONTROL
 JP0277
 JP0277  NGVD 29 (??/??/92) 1516.84   (m)         4976.5    (f) COMPUTED    1 2
 JP0277
 JP0277.Superseded values are not recommended for survey control.
 JP0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0277.See file dsdata.txt to determine how the superseded data were derived.
 JP0277
 JP0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC293853(NAD 83)
 JP0277
 JP0277  HISTORY     - Date     Condition        Report By
 JP0277  HISTORY     - 1933     MONUMENTED       CGS
 JP0277  HISTORY     - 1939     GOOD             CGS
 JP0277  HISTORY     - 1959     GOOD             CGS
 JP0277  HISTORY     - 1980     MARK NOT FOUND   NGS
 JP0277
 JP0277                          STATION DESCRIPTION
 JP0277
 JP0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0277'STATION BENCH MARK J 33 LIES IN THE FLOOR OF RAILROAD VALLEY
 JP0277'ABOUT 3 MILES SW OF CURRANT POST OFFICE OR CALLOWAYS RANCH,
 JP0277'WHICH IS ON U.S. HIGHWAY 6 ABOUT 50 MILES SW OF ELY, NEVADA.
 JP0277'STATION IS 35 FEET WNW OF HIGHWAY, 3 MILES BY ROAD FROM CURRANT.
 JP0277'
 JP0277'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JP0277'CONCRETE.
 JP0277'
 JP0277'MARK IS STANDARD BENCH MARK IN 10-INCH SQUARE CONCRETE
 JP0277'PROJECTING 1 FOOT, STAMPED J33 1933.  ELEVATION, 4,976.496 FEET.
 JP0277'
 JP0277'REFERENCE MARK NO. 1 IS 35 FEET WNW OF HIGHWAY, NNE OF STATION,
 JP0277'STAMPED BM J33 1933 1939, SAME ELEVATION AS STATION.  MARK IS
 JP0277'IN 10-INCH SQUARE CONCRETE PROJECTING 8 INCHES.  REFERENCE
 JP0277'MARK NO. 2 IS 45 FEET WNW OF HIGHWAY, NW OF STATION, STAMPED BM
 JP0277'J33 1933 1939 2, SAME ELEVATION AS STATION.  MARK IS IN 10-INCH
 JP0277'SQUARE CONCRETE PROJECTING 8 INCHES.
 JP0277'
 JP0277'AT STATION, A 4 X 4-INCH STAKE, PAINTED WHITE, PROJECTING 2 FEET,
 JP0277'AND S OF STATION SET 1.41 METERS (4.63 FEET).
 JP0277
 JP0277                          STATION RECOVERY (1959)
 JP0277
 JP0277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 JP0277'THE STATION, BOTH REFERENCE MARKS AND THE WITNESS POST WERE RECOVERED
 JP0277'IN GOOD CONDITION AS DESCRIBED.  THE STATION IS ABOUT 150
 JP0277'YARDS EAST OF A LONE SHED ON THE NORTHWEST SIDE OF U.S. HIGHWAY
 JP0277'6.
 JP0277'
 JP0277'THE STATION IS A STANDARD BENCH MARK DISK STAMPED J 33 1933 1939
 JP0277'SET IN TOP OF A CONCRETE POST AND PROJECTS ABOUT 1 FOOT.
 JP0277'
 JP0277'THE REFERENCE MARKS ARE STANDARD REFERENCE MARK DISKD SET IN TOP
 JP0277'OF CONCRETE POSTS WHICH PROJECT ABOUT 1 FOOT.  THEY ARE STAMPED
 JP0277'BM J 33 1933 R.M. 1 1939 AND BM J 33 1933 R.M. 2 1939 RESPECTIVELY.
 JP0277
 JP0277                          STATION RECOVERY (1980)
 JP0277
 JP0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JP0277'DESTROYED, SEE J 33 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0297 ***********************************************************************
 JP0297  DESIGNATION -  J 33 RESET
 JP0297  PID         -  JP0297
 JP0297  STATE/COUNTY-  NV/NYE
 JP0297  USGS QUAD   -  BLUE EAGLE SPRINGS N (1990)
 JP0297
 JP0297                         *CURRENT SURVEY CONTROL
 JP0297  ___________________________________________________________________
 JP0297* NAD 83(1994)-  38 42 28.73353(N)    115 30 46.37476(W)     ADJUSTED  
 JP0297* NAVD 88     -      1517.769  (meters)    4979.55   (feet)  ADJUSTED  
 JP0297  ___________________________________________________________________
 JP0297  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 JP0297  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 JP0297  DYNAMIC HT  -        1516.200 (meters)    4974.40  (feet)  COMP
 JP0297  MODELED GRAV-     979,541.4   (mgal)                       NAVD 88
 JP0297
 JP0297  HORZ ORDER  -  FIRST
 JP0297  VERT ORDER  -  FIRST     CLASS II
 JP0297
 JP0297.The horizontal coordinates were established by classical geodetic methods
 JP0297.and adjusted by the National Geodetic Survey in June 1998..
 JP0297
 JP0297.The orthometric height was determined by differential leveling
 JP0297.and adjusted by the National Geodetic Survey in June 1991..
 JP0297
 JP0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0297
 JP0297.The geoid height was determined by GEOID03.
 JP0297
 JP0297.The dynamic height is computed by dividing the NAVD 88
 JP0297.geopotential number by the normal gravity value computed on the
 JP0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0297.degrees latitude (g = 980.6199 gals.).
 JP0297
 JP0297.The modeled gravity was interpolated from observed gravity values.
 JP0297
 JP0297;                    North         East     Units Scale Factor Converg.
 JP0297;SPC NV C     - 6,439,815.867   600,349.216   MT  1.00002397   +0 43 17.7
 JP0297;SPC NV C     -21,127,962.56  1,969,645.72   sFT  1.00002397   +0 43 17.7
 JP0297;UTM  11      - 4,285,421.287   629,302.998   MT  0.99980589   +0 55 48.4
 JP0297
 JP0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0297!SPC NV C     -   0.99976549  x   1.00002397  =   0.99978945
 JP0297!UTM  11      -   0.99976549  x   0.99980589  =   0.99957142
 JP0297
 JP0297|---------------------------------------------------------------------|
 JP0297| PID    Reference Object                     Distance      Geod. Az  |
 JP0297|                                                           dddmmss.s |
 JP0297| DD5391 J 33 RM 1                            12.698 METERS 02440     |
 JP0297| JP0293 MUNSON                              APPROX.10.2 KM 2230723.2 |
 JP0297| JP0401 CURRANT                             APPROX. 2.7 KM 3113321.6 |
 JP0297| DD5392 J 33 RM 2                            15.623 METERS 31733     |
 JP0297|---------------------------------------------------------------------|
 JP0297
 JP0297                          SUPERSEDED SURVEY CONTROL
 JP0297
 JP0297  NAD 83(1986)-  38 42 28.72793(N)    115 30 46.37397(W) AD(       ) 1
 JP0297  NAD 27      -  38 42 28.96600(N)    115 30 43.27100(W) AD(       ) 1
 JP0297  NGVD 29 (07/19/86) 1516.84   (m)         4976.5    (f) LEVELING    3  
 JP0297
 JP0297.Superseded values are not recommended for survey control.
 JP0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0297.See file dsdata.txt to determine how the superseded data were derived.
 JP0297
 JP0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC2930385421(NAD 83)
 JP0297_MARKER: DS = TRIANGULATION STATION DISK
 JP0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0297_SP_SET: CONCRETE POST
 JP0297_STAMPING: BM J 33 1939 1980
 JP0297_MARK LOGO: NGS   
 JP0297_PROJECTION: PROJECTING 15 CENTIMETERS
 JP0297_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0297+STABILITY: SURFACE MOTION
 JP0297
 JP0297  HISTORY     - Date     Condition        Report By
 JP0297  HISTORY     - 1980     MONUMENTED       NGS
 JP0297  HISTORY     - 1984     GOOD             NGS
 JP0297
 JP0297                          STATION DESCRIPTION
 JP0297
 JP0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JP0297'THE STATION MARK WAS FOUND DESTROYED THE TOP HAVING BEEN BROKEN OFF. A
 JP0297'NEW SURFACE MARK WAS ESTABLISHED BY DISTANCE AND ANGLES FROM STATION
 JP0297'MUNSON 1939 REFERENCE MARK 1 AND REFERENCE MARK 2. REFERENCE MARKS 1
 JP0297'AND 2 WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 JP0297'THE STATION IS A STANDARD NGS DISK STAMPED--BM J 33 1939 1980--, SET
 JP0297'INTO THE TOP OF A ROUND CONCRETE MONUMENT 18 INCHE IN DIAMETER
 JP0297'PROJECTING 10 INCHES ABOVE THE GROUND.  IT IS ABOUT 3.5 FT (1.1 M)
 JP0297'LOWER THAN THE HIGHWAY.  IT IS 45.0 FT (13.7 M) NW FROM THE CENTERLINE
 JP0297'OF HIGHWAY 6 4.5 FT (1.4 M) SE FROM A 4 INCH X 4 INCH WOODEN WITNESS
 JP0297'POST AND 3.4 FT (1.0 M) SW FROM A METAL WITNESS POST WITH SIGN.
 JP0297' 
 JP0297'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BM J 33 1933 NO 1
 JP0297'1939--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES IN
 JP0297'DIAMETER FLUSH WITH GROUND LOCATED 58.0 FT (17.7 M) NW FROM THE
 JP0297'CENTERLINE OF HIGHWAY 6 AND 3 FT (0.9 M) LOWER THAN THE STATION.
 JP0297' 
 JP0297'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BM J 33 1933 NO 2
 JP0297'1939--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES IN
 JP0297'DIAMETER FLUSH WITH GROUND.
 JP0297
 JP0297                          STATION RECOVERY (1984)
 JP0297
 JP0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JP0297'5.2 KM (3.3 MI) SW FROM CURRANT.
 JP0297'5.25 KM (3.3 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0297'STATE HIGHWAY 379 AT CURRANT, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST
 JP0297'115, 0.32 KM (0.2 MI) NORTHEAST OF THE Y JUNCTION OF A DIRT ROAD
 JP0297'LEADING WEST, 13.7 METERS (45 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 JP0297'15.5 METERS (51 FT) SOUTHEAST OF RM 2 AND 12.8 METERS (42 FT)
 JP0297'SOUTHWEST OF RM 1.
 JP0297'THE MARK IS 1.0 METERS  SW FROM A WITNESS POST.
 JP0297'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0213 ***********************************************************************
 HP0213  DESIGNATION -  J 330
 HP0213  PID         -  HP0213
 HP0213  STATE/COUNTY-  NV/LINCOLN
 HP0213  USGS QUAD   -  GROOM MINE (1989)
 HP0213
 HP0213                         *CURRENT SURVEY CONTROL
 HP0213  ___________________________________________________________________
 HP0213* NAD 83(1986)-  37 18 02.     (N)    115 46 22.     (W)     SCALED    
 HP0213* NAVD 88     -      1366.274  (meters)    4482.52   (feet)  ADJUSTED  
 HP0213  ___________________________________________________________________
 HP0213  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 HP0213  DYNAMIC HT  -        1364.784 (meters)    4477.63  (feet)  COMP
 HP0213  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 HP0213
 HP0213  VERT ORDER  -  SECOND    CLASS 0
 HP0213
 HP0213.The horizontal coordinates were scaled from a topographic map and have
 HP0213.an estimated accuracy of +/- 6 seconds.
 HP0213
 HP0213.The orthometric height was determined by differential leveling
 HP0213.and adjusted by the National Geodetic Survey in June 1991..
 HP0213
 HP0213.The geoid height was determined by GEOID03.
 HP0213
 HP0213.The dynamic height is computed by dividing the NAVD 88
 HP0213.geopotential number by the normal gravity value computed on the
 HP0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0213.degrees latitude (g = 980.6199 gals.).
 HP0213
 HP0213.The modeled gravity was interpolated from observed gravity values.
 HP0213
 HP0213;                    North         East    Units  Estimated Accuracy
 HP0213;SPC NV E     - 8,283,000.      183,210.      MT  (+/- 180 meters Scaled)
 HP0213
 HP0213                          SUPERSEDED SURVEY CONTROL
 HP0213
 HP0213  NGVD 29 (??/??/92) 1365.327  (m)         4479.41   (f) ADJ UNCH    2 0
 HP0213
 HP0213.Superseded values are not recommended for survey control.
 HP0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0213.See file dsdata.txt to determine how the superseded data were derived.
 HP0213
 HP0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB087289(NAD 83)
 HP0213_MARKER: DB = BENCH MARK DISK
 HP0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0213_STAMPING: J 330 1952
 HP0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0213+STABILITY: SURFACE MOTION
 HP0213
 HP0213  HISTORY     - Date     Condition        Report By
 HP0213  HISTORY     - 1952     MONUMENTED       CGS
 HP0213
 HP0213                          STATION DESCRIPTION
 HP0213
 HP0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HP0213'1.75 MI S FROM GROOM MINE.
 HP0213'1.75 MILES SOUTH ALONG THE GROOM MINE ROAD FROM THE D. SHEEHAN
 HP0213'RESIDENCE AT GROOM MINE, LINCOLN COUNTY, THEN 1.05 MILES SOUTH ALONG
 HP0213'THE GROOM MINE ROAD, THEN 0.1 MILE SOUTHWEST ALONG A TRACK ROAD, 232
 HP0213'YARDS WEST OF A TRACK ROAD JUNCTION, 43 FEET NORTHWEST OF THE
 HP0213'CENTERLINE OF A SANDY TRACK ROAD, AND 3 FEET SOUTH OF A WITNESS POST.
 HP0213'A STANDARD DISK, STAMPED J 330 1952 AND SET IN THE TOP OF A CONCRETE
 HP0213'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0483 ***********************************************************************
 HQ0483  DESIGNATION -  J 331
 HQ0483  PID         -  HQ0483
 HQ0483  STATE/COUNTY-  NV/NYE
 HQ0483  USGS QUAD   -  TOLICHA PEAK (1986)
 HQ0483
 HQ0483                         *CURRENT SURVEY CONTROL
 HQ0483  ___________________________________________________________________
 HQ0483* NAD 83(1986)-  37 21 53.     (N)    116 47 15.     (W)     SCALED    
 HQ0483* NAVD 88     -      1648.749  (meters)    5409.27   (feet)  ADJUSTED  
 HQ0483  ___________________________________________________________________
 HQ0483  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 HQ0483  DYNAMIC HT  -        1646.860 (meters)    5403.07  (feet)  COMP
 HQ0483  MODELED GRAV-     979,426.3   (mgal)                       NAVD 88
 HQ0483
 HQ0483  VERT ORDER  -  SECOND    CLASS 0
 HQ0483
 HQ0483.The horizontal coordinates were scaled from a topographic map and have
 HQ0483.an estimated accuracy of +/- 6 seconds.
 HQ0483
 HQ0483.The orthometric height was determined by differential leveling
 HQ0483.and adjusted by the National Geodetic Survey in June 1991..
 HQ0483
 HQ0483.The geoid height was determined by GEOID03.
 HQ0483
 HQ0483.The dynamic height is computed by dividing the NAVD 88
 HQ0483.geopotential number by the normal gravity value computed on the
 HQ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0483.degrees latitude (g = 980.6199 gals.).
 HQ0483
 HQ0483.The modeled gravity was interpolated from observed gravity values.
 HQ0483
 HQ0483;                    North         East    Units  Estimated Accuracy
 HQ0483;SPC NV C     - 6,290,110.      489,300.      MT  (+/- 180 meters Scaled)
 HQ0483
 HQ0483                          SUPERSEDED SURVEY CONTROL
 HQ0483
 HQ0483.No superseded survey control is available for this station.
 HQ0483
 HQ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB188353(NAD 83)
 HQ0483_MARKER: DB = BENCH MARK DISK
 HQ0483_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0483_SP_SET: ROCK OUTCROP
 HQ0483_STAMPING: J 331 1952
 HQ0483_MARK LOGO: CGS   
 HQ0483_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0483+STABILITY: POSITION/ELEVATION WELL
 HQ0483
 HQ0483  HISTORY     - Date     Condition        Report By
 HQ0483  HISTORY     - 1952     MONUMENTED       CGS
 HQ0483  HISTORY     - 19920623 GOOD             LOCENG
 HQ0483
 HQ0483                          STATION DESCRIPTION
 HQ0483
 HQ0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0483'36.3 MI N FROM BEATTY.
 HQ0483'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST
 HQ0483'OFFICE AT BEATTY, THENCE 12.75 MILES NORTH ALONG A WINDING TRACK
 HQ0483'ROAD, THENCE 0.15 MILE NORTHWEST ALONG A TRACK ROAD, THENCE 0.75
 HQ0483'MILE NORTHEAST ALONG A TRACK ROAD, THENCE 4.0 MILES NORTH ALONG
 HQ0483'A TRACK ROAD, 0.4 MILE NORTHEAST OF THE BASE OF A LONE ROUND
 HQ0483'TOPPED HILL, ON THE NORTH BANK OF A DRY CREEK, 27 FEET EAST
 HQ0483'OF THE CENTER LINE OF A TRACK ROAD, 0.7 FOOT ABOVE THE GROUND,
 HQ0483'1.4 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A 2X4
 HQ0483'FOOT ROCK OUTCROP.
 HQ0483
 HQ0483                          STATION RECOVERY (1992)
 HQ0483
 HQ0483'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0253 ***********************************************************************
 HQ0253  DESIGNATION -  J 332
 HQ0253  PID         -  HQ0253
 HQ0253  STATE/COUNTY-  NV/NYE
 HQ0253  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0253
 HQ0253                         *CURRENT SURVEY CONTROL
 HQ0253  ___________________________________________________________________
 HQ0253* NAD 83(1986)-  37 41 11.     (N)    116 41 11.     (W)     SCALED    
 HQ0253* NAVD 88     -      1637.642  (meters)    5372.83   (feet)  ADJUSTED  
 HQ0253  ___________________________________________________________________
 HQ0253  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 HQ0253  DYNAMIC HT  -        1635.784 (meters)    5366.73  (feet)  COMP
 HQ0253  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 HQ0253
 HQ0253  VERT ORDER  -  SECOND    CLASS 0
 HQ0253
 HQ0253.The horizontal coordinates were scaled from a topographic map and have
 HQ0253.an estimated accuracy of +/- 6 seconds.
 HQ0253
 HQ0253.The orthometric height was determined by differential leveling
 HQ0253.and adjusted by the National Geodetic Survey in June 1991..
 HQ0253
 HQ0253.The geoid height was determined by GEOID03.
 HQ0253
 HQ0253.The dynamic height is computed by dividing the NAVD 88
 HQ0253.geopotential number by the normal gravity value computed on the
 HQ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0253.degrees latitude (g = 980.6199 gals.).
 HQ0253
 HQ0253.The modeled gravity was interpolated from observed gravity values.
 HQ0253
 HQ0253;                    North         East    Units  Estimated Accuracy
 HQ0253;SPC NV C     - 6,325,800.      498,260.      MT  (+/- 180 meters Scaled)
 HQ0253
 HQ0253                          SUPERSEDED SURVEY CONTROL
 HQ0253
 HQ0253.No superseded survey control is available for this station.
 HQ0253
 HQ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB276710(NAD 83)
 HQ0253_MARKER: DB = BENCH MARK DISK
 HQ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0253_STAMPING: J 332 1952
 HQ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0253+STABILITY: SURFACE MOTION
 HQ0253
 HQ0253  HISTORY     - Date     Condition        Report By
 HQ0253  HISTORY     - 1952     MONUMENTED       CGS
 HQ0253  HISTORY     - 1968     GOOD             NGS
 HQ0253  HISTORY     - 1984     GOOD             USGS
 HQ0253
 HQ0253                          STATION DESCRIPTION
 HQ0253
 HQ0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0253'16.6 MI SE FROM TONOPAH TEST RANGE.
 HQ0253'8.2 MILES SOUTH ALONG AN ASPHALT ROAD FROM POINT ABLE AT TONOPAH
 HQ0253'TEST RANGE, THENCE 2.4 MILES EAST ALONG A GRAVELED ROAD, THENCE
 HQ0253'0.45 MILE SOUTHEAST ALONG A TRACK ROAD, THENCE 5.5 MILES SOUTH
 HQ0253'ALONG A DIRT ROAD, 0.15 MILE WEST OF THE WEST EDGE OF A DRY
 HQ0253'LAKE BED, 65 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.5 FEET
 HQ0253'WEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD,
 HQ0253'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 HQ0253'THE GROUND.
 HQ0253
 HQ0253                          STATION RECOVERY (1984)
 HQ0253
 HQ0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0253'14 MILES SOUTH OF TTR TONOPAH GATE, FROM TONOPAH GATE OF TONOPAH TEST
 HQ0253'RANGE: SOUTH 13.4 MILES ALONG THE MAIN PAVED ROAD TO A T-ROAD EAST.
 HQ0253'TURN EAST (LEFT) ONTO A GRADERD ROAD 1.9 MILES TO A TRACK ROAD AT THE
 HQ0253'EDGE OF A DRY LAKE. TURN SOUTH (RIGHT) 1.1 MILES ON TRACK ROAD. BM IS
 HQ0253'63 FEET EAST OF ROAD. STANDARD TABLET SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0103 ***********************************************************************
 GS0103  DESIGNATION -  J 333
 GS0103  PID         -  GS0103
 GS0103  STATE/COUNTY-  NV/NYE
 GS0103  USGS QUAD   -  STRIPED HILLS (1983)
 GS0103
 GS0103                         *CURRENT SURVEY CONTROL
 GS0103  ___________________________________________________________________
 GS0103* NAD 83(1986)-  36 42 44.     (N)    116 21 37.     (W)     SCALED    
 GS0103* NAVD 88     -       893.491  (meters)    2931.40   (feet)  ADJUSTED  
 GS0103  ___________________________________________________________________
 GS0103  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 GS0103  DYNAMIC HT  -         892.570 (meters)    2928.37  (feet)  COMP
 GS0103  MODELED GRAV-     979,572.1   (mgal)                       NAVD 88
 GS0103
 GS0103  VERT ORDER  -  SECOND    CLASS 0
 GS0103
 GS0103.The horizontal coordinates were scaled from a topographic map and have
 GS0103.an estimated accuracy of +/- 6 seconds.
 GS0103
 GS0103.The orthometric height was determined by differential leveling
 GS0103.and adjusted by the National Geodetic Survey in June 1991..
 GS0103
 GS0103.The geoid height was determined by GEOID03.
 GS0103
 GS0103.The dynamic height is computed by dividing the NAVD 88
 GS0103.geopotential number by the normal gravity value computed on the
 GS0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0103.degrees latitude (g = 980.6199 gals.).
 GS0103
 GS0103.The modeled gravity was interpolated from observed gravity values.
 GS0103
 GS0103;                    North         East    Units  Estimated Accuracy
 GS0103;SPC NV C     - 6,217,740.      527,370.      MT  (+/- 180 meters Scaled)
 GS0103
 GS0103                          SUPERSEDED SURVEY CONTROL
 GS0103
 GS0103  NGVD 29 (??/??/??)  892.649  (m)         2928.63   (f) ADJUSTED    2 0
 GS0103
 GS0103.Superseded values are not recommended for survey control.
 GS0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0103.See file dsdata.txt to determine how the superseded data were derived.
 GS0103
 GS0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA571631(NAD 83)
 GS0103_MARKER: DB = BENCH MARK DISK
 GS0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0103_STAMPING: J 333 1952
 GS0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0103+STABILITY: SURFACE MOTION
 GS0103
 GS0103  HISTORY     - Date     Condition        Report By
 GS0103  HISTORY     - 1952     MONUMENTED       CGS
 GS0103
 GS0103                          STATION DESCRIPTION
 GS0103
 GS0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0103'5.4 MI N FROM LATHROP WELLS.
 GS0103'0.1 MILE WEST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF ITS
 GS0103'Y JUNCTION WITH STATE HIGHWAY 29 AT LATHROP WELLS, THENCE 4.9
 GS0103'MILES NORTH ALONG A TRACK ROAD, THENCE 0.4 MILE NORTH ALONG A
 GS0103'SANDY WASH, 47 FEET WEST OF THE CENTER LINE OF A SANDY WASH, 1.6
 GS0103'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GS0103'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0446 ***********************************************************************
 HQ0446  DESIGNATION -  J 334
 HQ0446  PID         -  HQ0446
 HQ0446  STATE/COUNTY-  NV/NYE
 HQ0446  USGS QUAD   -  TIPPIPAH SPRING (1986)
 HQ0446
 HQ0446                         *CURRENT SURVEY CONTROL
 HQ0446  ___________________________________________________________________
 HQ0446* NAD 83(1986)-  37 02 58.     (N)    116 11 31.     (W)     SCALED    
 HQ0446* NAVD 88     -      1516.183  (meters)    4974.34   (feet)  ADJUSTED  
 HQ0446  ___________________________________________________________________
 HQ0446  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 HQ0446  DYNAMIC HT  -        1514.426 (meters)    4968.58  (feet)  COMP
 HQ0446  MODELED GRAV-     979,419.3   (mgal)                       NAVD 88
 HQ0446
 HQ0446  VERT ORDER  -  SECOND    CLASS 0
 HQ0446
 HQ0446.The horizontal coordinates were scaled from a topographic map and have
 HQ0446.an estimated accuracy of +/- 6 seconds.
 HQ0446
 HQ0446.The orthometric height was determined by differential leveling
 HQ0446.and adjusted by the National Geodetic Survey in June 1991..
 HQ0446
 HQ0446.The geoid height was determined by GEOID03.
 HQ0446
 HQ0446.The dynamic height is computed by dividing the NAVD 88
 HQ0446.geopotential number by the normal gravity value computed on the
 HQ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0446.degrees latitude (g = 980.6199 gals.).
 HQ0446
 HQ0446.The modeled gravity was interpolated from observed gravity values.
 HQ0446
 HQ0446;                    North         East    Units  Estimated Accuracy
 HQ0446;SPC NV C     - 6,255,220.      542,220.      MT  (+/- 180 meters Scaled)
 HQ0446
 HQ0446                          SUPERSEDED SURVEY CONTROL
 HQ0446
 HQ0446  NGVD 29 (??/??/92) 1515.156  (m)         4970.97   (f) ADJ UNCH    2 0
 HQ0446
 HQ0446.Superseded values are not recommended for survey control.
 HQ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0446.See file dsdata.txt to determine how the superseded data were derived.
 HQ0446
 HQ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB718006(NAD 83)
 HQ0446_MARKER: DB = BENCH MARK DISK
 HQ0446_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0446_SP_SET: ROCK OUTCROP
 HQ0446_STAMPING: J 334 1952
 HQ0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0446+STABILITY: POSITION/ELEVATION WELL
 HQ0446
 HQ0446  HISTORY     - Date     Condition        Report By
 HQ0446  HISTORY     - 1952     MONUMENTED       CGS
 HQ0446  HISTORY     - 1984     GOOD             USGS
 HQ0446
 HQ0446                          STATION DESCRIPTION
 HQ0446
 HQ0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0446'1 MI NE FROM TIPPIPAH SPRINGS.
 HQ0446'1.0 MILE NORTHEAST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0446'AT TIPPIPAH SPRINGS, 39 FEET NORTH OF THE CENTER LINE OF THE
 HQ0446'ROAD, SET IN THE TOP OF THE SOUTH END OF THE EAST SIDE OF A
 HQ0446'GRANITE OUTCROP WHICH HAS THE LETTERS BM PAINTED ON IT.
 HQ0446
 HQ0446                          STATION RECOVERY (1984)
 HQ0446
 HQ0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0446'RANCH IMPROVEMENTS AT TIPPIPAH SPRINGS, 1.0 MILE NORTHEAST OF YUCCA
 HQ0446'PASS, 14.15 MILES NORTH-NORTHWEST OF, 3.5 MILES WEST OF THE JCT. OF
 HQ0446'TIPPIPAH HWY AND PAHUTE MESA ROAD, ALONG THE PAHUTE MESA ROAD, THENCE
 HQ0446'0.3 MILE SOUTH ALONG THE BUCKBOARD MESA ROAD TO A Y-RD, THENCE 0.9
 HQ0446'MILE SOUTHWEST (RIGHT FORK) ALONG BLADED RD. (BUCKBOARD MESA ROAD) TO
 HQ0446'Y-RD SOUTHEAST, THENCE 0.3 MILE SOUTHEAST TO A DRAIN, THENCE 0.15
 HQ0446'MILE EAST ACROSS COUNTRY ALONG NORTH BANK OF THE DRAIN TO THE ROCKY
 HQ0446'POINT OF A SMALL RIDGE NORTH, 1.0 MILE NORTHEAST OF TIPPIPAH SPRING,
 HQ0446'A STANDARD DISK SET IN TOP OF THE SOUTH TIP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0507 ***********************************************************************
 HQ0507  DESIGNATION -  J 335
 HQ0507  PID         -  HQ0507
 HQ0507  STATE/COUNTY-  NV/NYE
 HQ0507  USGS QUAD   -  BUCKBOARD MESA (1983)
 HQ0507
 HQ0507                         *CURRENT SURVEY CONTROL
 HQ0507  ___________________________________________________________________
 HQ0507* NAD 83(1986)-  37 05 42.     (N)    116 18 57.     (W)     SCALED    
 HQ0507* NAVD 88     -      1517.469  (meters)    4978.56   (feet)  ADJUSTED  
 HQ0507  ___________________________________________________________________
 HQ0507  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 HQ0507  DYNAMIC HT  -        1515.720 (meters)    4972.82  (feet)  COMP
 HQ0507  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 HQ0507
 HQ0507  VERT ORDER  -  SECOND    CLASS 0
 HQ0507
 HQ0507.The horizontal coordinates were scaled from a topographic map and have
 HQ0507.an estimated accuracy of +/- 6 seconds.
 HQ0507
 HQ0507.The orthometric height was determined by differential leveling
 HQ0507.and adjusted by the National Geodetic Survey in June 1991..
 HQ0507
 HQ0507.The geoid height was determined by GEOID03.
 HQ0507
 HQ0507.The dynamic height is computed by dividing the NAVD 88
 HQ0507.geopotential number by the normal gravity value computed on the
 HQ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0507.degrees latitude (g = 980.6199 gals.).
 HQ0507
 HQ0507.The modeled gravity was interpolated from observed gravity values.
 HQ0507
 HQ0507;                    North         East    Units  Estimated Accuracy
 HQ0507;SPC NV C     - 6,260,230.      531,190.      MT  (+/- 180 meters Scaled)
 HQ0507
 HQ0507                          SUPERSEDED SURVEY CONTROL
 HQ0507
 HQ0507  NGVD 29 (??/??/92) 1516.441  (m)         4975.19   (f) ADJ UNCH    2 0
 HQ0507
 HQ0507.Superseded values are not recommended for survey control.
 HQ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0507.See file dsdata.txt to determine how the superseded data were derived.
 HQ0507
 HQ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB607056(NAD 83)
 HQ0507_MARKER: DB = BENCH MARK DISK
 HQ0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0507_STAMPING: J 335 1952
 HQ0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0507+STABILITY: SURFACE MOTION
 HQ0507
 HQ0507  HISTORY     - Date     Condition        Report By
 HQ0507  HISTORY     - 1952     MONUMENTED       CGS
 HQ0507
 HQ0507                          STATION DESCRIPTION
 HQ0507
 HQ0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0507'9.1 MI W FROM TIPPIPAH SPRINGS.
 HQ0507'9.1 MILES WEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0507'AT TIPPIPAH SPRINGS, 22 FEET WEST OF THE CENTER LINE OF THE
 HQ0507'ROAD, AT THE WEST EDGE AND NEAR THE SOUTH END OF A DUMMY AIR
 HQ0507'STRIP USED FOR TARGET PRACTICE, 3 FEET NORTH OF A WITNESS POST,
 HQ0507'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 HQ0507'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0129 ***********************************************************************
 HQ0129  DESIGNATION -  J 336
 HQ0129  PID         -  HQ0129
 HQ0129  STATE/COUNTY-  NV/NYE
 HQ0129  USGS QUAD   -  REEDS RANCH (1987)
 HQ0129
 HQ0129                         *CURRENT SURVEY CONTROL
 HQ0129  ___________________________________________________________________
 HQ0129* NAD 83(1986)-  37 55 25.     (N)    116 47 21.     (W)     SCALED    
 HQ0129* NAVD 88     -      1633.294  (meters)    5358.57   (feet)  ADJUSTED  
 HQ0129  ___________________________________________________________________
 HQ0129  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 HQ0129  DYNAMIC HT  -        1631.474 (meters)    5352.59  (feet)  COMP
 HQ0129  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 HQ0129
 HQ0129  VERT ORDER  -  SECOND    CLASS 0
 HQ0129
 HQ0129.The horizontal coordinates were scaled from a topographic map and have
 HQ0129.an estimated accuracy of +/- 6 seconds.
 HQ0129
 HQ0129.The orthometric height was determined by differential leveling
 HQ0129.and adjusted by the National Geodetic Survey in June 1991..
 HQ0129
 HQ0129.The geoid height was determined by GEOID03.
 HQ0129
 HQ0129.The dynamic height is computed by dividing the NAVD 88
 HQ0129.geopotential number by the normal gravity value computed on the
 HQ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0129.degrees latitude (g = 980.6199 gals.).
 HQ0129
 HQ0129.The modeled gravity was interpolated from observed gravity values.
 HQ0129
 HQ0129;                    North         East    Units  Estimated Accuracy
 HQ0129;SPC NV C     - 6,352,130.      489,230.      MT  (+/- 180 meters Scaled)
 HQ0129
 HQ0129                          SUPERSEDED SURVEY CONTROL
 HQ0129
 HQ0129.No superseded survey control is available for this station.
 HQ0129
 HQ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB185973(NAD 83)
 HQ0129_MARKER: DB = BENCH MARK DISK
 HQ0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0129_SP_SET: CONCRETE POST
 HQ0129_STAMPING: J 336 1952
 HQ0129_MARK LOGO: CGS   
 HQ0129_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0129+STABILITY: SURFACE MOTION
 HQ0129
 HQ0129  HISTORY     - Date     Condition        Report By
 HQ0129  HISTORY     - 1952     MONUMENTED       CGS
 HQ0129  HISTORY     - 19920623 GOOD             LOCENG
 HQ0129
 HQ0129                          STATION DESCRIPTION
 HQ0129
 HQ0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0129'29 MI SE FROM TONOPAH.
 HQ0129'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ0129'TONOPAH, THENCE 17.0 MILES SOUTHEAST ALONG AN OILED ROAD, 88
 HQ0129'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3.3 FEET SOUTHWEST
 HQ0129'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HQ0129'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 HQ0129
 HQ0129                          STATION RECOVERY (1992)
 HQ0129
 HQ0129'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0129'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 HQ0129'(3.3 FT) NORTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0395 ***********************************************************************
 HQ0395  DESIGNATION -  J 337
 HQ0395  PID         -  HQ0395
 HQ0395  STATE/COUNTY-  NV/NYE
 HQ0395  USGS QUAD   -  WILD HORSE RANCH (1988)
 HQ0395
 HQ0395                         *CURRENT SURVEY CONTROL
 HQ0395  ___________________________________________________________________
 HQ0395* NAD 83(1986)-  37 37 48.     (N)    116 29 29.     (W)     SCALED    
 HQ0395* NAVD 88     -      1638.010  (meters)    5374.04   (feet)  ADJUSTED  
 HQ0395  ___________________________________________________________________
 HQ0395  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 HQ0395  DYNAMIC HT  -        1636.145 (meters)    5367.92  (feet)  COMP
 HQ0395  MODELED GRAV-     979,433.9   (mgal)                       NAVD 88
 HQ0395
 HQ0395  VERT ORDER  -  SECOND    CLASS 0
 HQ0395
 HQ0395.The horizontal coordinates were scaled from a topographic map and have
 HQ0395.an estimated accuracy of +/- 6 seconds.
 HQ0395
 HQ0395.The orthometric height was determined by differential leveling
 HQ0395.and adjusted by the National Geodetic Survey in June 1991..
 HQ0395
 HQ0395.The geoid height was determined by GEOID03.
 HQ0395
 HQ0395.The dynamic height is computed by dividing the NAVD 88
 HQ0395.geopotential number by the normal gravity value computed on the
 HQ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0395.degrees latitude (g = 980.6199 gals.).
 HQ0395
 HQ0395.The modeled gravity was interpolated from observed gravity values.
 HQ0395
 HQ0395;                    North         East    Units  Estimated Accuracy
 HQ0395;SPC NV C     - 6,319,560.      515,470.      MT  (+/- 180 meters Scaled)
 HQ0395
 HQ0395                          SUPERSEDED SURVEY CONTROL
 HQ0395
 HQ0395.No superseded survey control is available for this station.
 HQ0395
 HQ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB448648(NAD 83)
 HQ0395_MARKER: DB = BENCH MARK DISK
 HQ0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0395_SP_SET: CONCRETE POST
 HQ0395_STAMPING: J 337 1952
 HQ0395_MARK LOGO: CGS   
 HQ0395_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0395+STABILITY: SURFACE MOTION
 HQ0395
 HQ0395  HISTORY     - Date     Condition        Report By
 HQ0395  HISTORY     - 1952     MONUMENTED       CGS
 HQ0395  HISTORY     - 19920623 GOOD             LOCENG
 HQ0395
 HQ0395                          STATION DESCRIPTION
 HQ0395
 HQ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0395'8.1 MI SE FROM MELLAN.
 HQ0395'8.1 MILES SOUTHEAST ALONG A DIRT ROAD FROM A LARGE GRANITE
 HQ0395'KNOLL AT MELLAN, AT A JUNCTION WITH A NORTH AND SOUTH ROAD,
 HQ0395'31 FEET SOUTHWEST OF THE CENTER LINE OF A NORTHWEST AND SOUTHEAST
 HQ0395'ROAD, 62 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 HQ0395'ROAD, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 HQ0395'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 HQ0395
 HQ0395                          STATION RECOVERY (1992)
 HQ0395
 HQ0395'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0560 ***********************************************************************
 HQ0560  DESIGNATION -  J 338
 HQ0560  PID         -  HQ0560
 HQ0560  STATE/COUNTY-  NV/NYE
 HQ0560  USGS QUAD   -  RHYOLITE KNOB (1987)
 HQ0560
 HQ0560                         *CURRENT SURVEY CONTROL
 HQ0560  ___________________________________________________________________
 HQ0560* NAD 83(1986)-  37 38 07.     (N)    116 12 58.     (W)     SCALED    
 HQ0560* NAVD 88     -      1736.432  (meters)    5696.94   (feet)  ADJUSTED  
 HQ0560  ___________________________________________________________________
 HQ0560  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 HQ0560  DYNAMIC HT  -        1734.435 (meters)    5690.39  (feet)  COMP
 HQ0560  MODELED GRAV-     979,418.2   (mgal)                       NAVD 88
 HQ0560
 HQ0560  VERT ORDER  -  SECOND    CLASS 0
 HQ0560
 HQ0560.The horizontal coordinates were scaled from a topographic map and have
 HQ0560.an estimated accuracy of +/- 6 seconds.
 HQ0560
 HQ0560.The orthometric height was determined by differential leveling
 HQ0560.and adjusted by the National Geodetic Survey in June 1991..
 HQ0560
 HQ0560.The geoid height was determined by GEOID03.
 HQ0560
 HQ0560.The dynamic height is computed by dividing the NAVD 88
 HQ0560.geopotential number by the normal gravity value computed on the
 HQ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0560.degrees latitude (g = 980.6199 gals.).
 HQ0560
 HQ0560.The modeled gravity was interpolated from observed gravity values.
 HQ0560
 HQ0560;                    North         East    Units  Estimated Accuracy
 HQ0560;SPC NV C     - 6,320,220.      539,770.      MT  (+/- 180 meters Scaled)
 HQ0560
 HQ0560                          SUPERSEDED SURVEY CONTROL
 HQ0560
 HQ0560.No superseded survey control is available for this station.
 HQ0560
 HQ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB691656(NAD 83)
 HQ0560_MARKER: DB = BENCH MARK DISK
 HQ0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0560_STAMPING: J 338 1952
 HQ0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0560+STABILITY: SURFACE MOTION
 HQ0560
 HQ0560  HISTORY     - Date     Condition        Report By
 HQ0560  HISTORY     - 1952     MONUMENTED       CGS
 HQ0560
 HQ0560                          STATION DESCRIPTION
 HQ0560
 HQ0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0560'9.4 MI SW FROM REED.
 HQ0560'9.4 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0560'AT REED, 66 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 HQ0560'3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0560'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1228 ***********************************************************************
 KR1228  DESIGNATION -  J 339
 KR1228  PID         -  KR1228
 KR1228  STATE/COUNTY-  NV/STOREY
 KR1228  USGS QUAD   -  PATRICK (1980)
 KR1228
 KR1228                         *CURRENT SURVEY CONTROL
 KR1228  ___________________________________________________________________
 KR1228* NAD 83(1986)-  39 33 30.     (N)    119 32 06.     (W)     SCALED    
 KR1228* NAVD 88     -      1304.893  (meters)    4281.14   (feet)  ADJUSTED  
 KR1228  ___________________________________________________________________
 KR1228  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 KR1228  DYNAMIC HT  -        1303.716 (meters)    4277.27  (feet)  COMP
 KR1228  MODELED GRAV-     979,680.3   (mgal)                       NAVD 88
 KR1228
 KR1228  VERT ORDER  -  FIRST     CLASS I
 KR1228
 KR1228.The horizontal coordinates were scaled from a topographic map and have
 KR1228.an estimated accuracy of +/- 6 seconds.
 KR1228
 KR1228.The orthometric height was determined by differential leveling
 KR1228.and adjusted by the National Geodetic Survey in June 1991..
 KR1228
 KR1228.The geoid height was determined by GEOID03.
 KR1228
 KR1228.The dynamic height is computed by dividing the NAVD 88
 KR1228.geopotential number by the normal gravity value computed on the
 KR1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1228.degrees latitude (g = 980.6199 gals.).
 KR1228
 KR1228.The modeled gravity was interpolated from observed gravity values.
 KR1228
 KR1228;                    North         East    Units  Estimated Accuracy
 KR1228;SPC NV W     - 4,534,010.      718,220.      MT  (+/- 180 meters Scaled)
 KR1228
 KR1228                          SUPERSEDED SURVEY CONTROL
 KR1228
 KR1228  NGVD 29 (??/??/92) 1303.835  (m)         4277.67   (f) ADJ UNCH    1 1
 KR1228
 KR1228.Superseded values are not recommended for survey control.
 KR1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1228.See file dsdata.txt to determine how the superseded data were derived.
 KR1228
 KR1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD822818(NAD 83)
 KR1228_MARKER: DB = BENCH MARK DISK
 KR1228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1228_SP_SET: CULVERT
 KR1228_STAMPING: J 339 1953
 KR1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1228
 KR1228  HISTORY     - Date     Condition        Report By
 KR1228  HISTORY     - 1953     MONUMENTED       CGS
 KR1228  HISTORY     - 1969     GOOD             NGS
 KR1228
 KR1228                          STATION DESCRIPTION
 KR1228
 KR1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1228'12.5 MI E FROM SPARKS.
 KR1228'12.5 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1228'MCCARRAN BOULEVARD OVERPASS AT SPARKS, 9-3/4 POLES EAST OF MILEPOLE
 KR1228'259, IN THE TOP AND 1.9 FEET EAST OF THE WEST END OF THE SOUTH
 KR1228'CONCRETE HEAD WALL OF A STONE ARCH CULVERT, 24.8 FEET SOUTH OF THE
 KR1228'SOUTH RAIL, AND ABOUT 10 1/2 FEET LOWER THAN THE TRACK.  SEC 32, T
 KR1228'20N, R 22E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0011 ***********************************************************************
 JQ0011  DESIGNATION -  J 34
 JQ0011  PID         -  JQ0011
 JQ0011  STATE/COUNTY-  NV/NYE
 JQ0011  USGS QUAD   -  PALISADE MESA (1980)
 JQ0011
 JQ0011                         *CURRENT SURVEY CONTROL
 JQ0011  ___________________________________________________________________
 JQ0011* NAD 83(1986)-  38 27 15.     (N)    116 09 35.     (W)     SCALED    
 JQ0011* NAVD 88     -      1811.665  (meters)    5943.77   (feet)  ADJUSTED  
 JQ0011  ___________________________________________________________________
 JQ0011  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 JQ0011  DYNAMIC HT  -        1809.662 (meters)    5937.20  (feet)  COMP
 JQ0011  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 JQ0011
 JQ0011  VERT ORDER  -  FIRST     CLASS II
 JQ0011
 JQ0011.The horizontal coordinates were scaled from a topographic map and have
 JQ0011.an estimated accuracy of +/- 6 seconds.
 JQ0011
 JQ0011.The orthometric height was determined by differential leveling
 JQ0011.and adjusted by the National Geodetic Survey in June 1991..
 JQ0011
 JQ0011.The geoid height was determined by GEOID03.
 JQ0011
 JQ0011.The dynamic height is computed by dividing the NAVD 88
 JQ0011.geopotential number by the normal gravity value computed on the
 JQ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0011.degrees latitude (g = 980.6199 gals.).
 JQ0011
 JQ0011.The modeled gravity was interpolated from observed gravity values.
 JQ0011
 JQ0011;                    North         East    Units  Estimated Accuracy
 JQ0011;SPC NV C     - 6,411,130.      544,250.      MT  (+/- 180 meters Scaled)
 JQ0011
 JQ0011                          SUPERSEDED SURVEY CONTROL
 JQ0011
 JQ0011  NGVD 29 (??/??/92) 1810.498  (m)         5939.94   (f) ADJ UNCH    1 2
 JQ0011
 JQ0011.Superseded values are not recommended for survey control.
 JQ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0011.See file dsdata.txt to determine how the superseded data were derived.
 JQ0011
 JQ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC733565(NAD 83)
 JQ0011_MARKER: DB = BENCH MARK DISK
 JQ0011_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0011_SP_SET: OUTCROP
 JQ0011_STAMPING: 5939.942 J 34 1933
 JQ0011_MARK LOGO: CGS   
 JQ0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0011+STABILITY: POSITION/ELEVATION WELL
 JQ0011
 JQ0011  HISTORY     - Date     Condition        Report By
 JQ0011  HISTORY     - 1933     MONUMENTED       CGS
 JQ0011  HISTORY     - 1937     GOOD             NGS
 JQ0011  HISTORY     - 1984     GOOD             NGS
 JQ0011
 JQ0011                          STATION DESCRIPTION
 JQ0011
 JQ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0011'22.2 MI NE FROM WARM SPRINGS.
 JQ0011'22.2 MILES NORTHEAST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM WARM
 JQ0011'SPRINGS, NYE COUNTY, 1.5 MILES SOUTH OF THE TOP OF SANDY SUMMIT, ABOUT
 JQ0011'640 FEET EAST OF THE HIGHWAY, AT THE HEAD OF A SMALL WASH, ABOUT 4
 JQ0011'FEET NORTH OF A 4 FOOT CAIRN, AND IN THE BASE OF A QUARTZ PORPHYRY
 JQ0011'OUTCROP.  A STANDARD DISK, STAMPED 5939.942 J 34 1933.
 JQ0011
 JQ0011                          STATION RECOVERY (1937)
 JQ0011
 JQ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 JQ0011'RECOVERED IN GOOD CONDITION.
 JQ0011
 JQ0011                          STATION RECOVERY (1984)
 JQ0011
 JQ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0011'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0011'34.65 KM (21.65 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION
 JQ0011'WITH STATE HIGHWAY 375 AT WARM SPRINGS, IN TOP OF THE NORTHWEST BASE
 JQ0011'OF A MASSIVE PORTION OF RHYOLITE OUTCROP, AT THE HEAD OF A DRY WASH,
 JQ0011'0.6 KM (0.4 MI) SOUTHWEST OF MILEPOST 73, 69.8 METERS (229 FT)
 JQ0011'SOUTHEAST OF THE HIGHWAY CENTERLINE AND 58.8 METERS (193 FT) SOUTHEAST
 JQ0011'OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL FOR A 30-INCH
 JQ0011'CORRUGATED METAL PIPE CULVERT.
 JQ0011'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 JQ0011'THE MARK IS 3.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0568 ***********************************************************************
 KR0568  DESIGNATION -  J 340
 KR0568  PID         -  KR0568
 KR0568  STATE/COUNTY-  NV/CHURCHILL
 KR0568  USGS QUAD   -  HAZEN (1985)
 KR0568
 KR0568                         *CURRENT SURVEY CONTROL
 KR0568  ___________________________________________________________________
 KR0568* NAD 83(1986)-  39 33 52.     (N)    119 04 44.     (W)     SCALED    
 KR0568* NAVD 88     -      1234.392  (meters)    4049.83   (feet)  ADJUSTED  
 KR0568  ___________________________________________________________________
 KR0568  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 KR0568  DYNAMIC HT  -        1233.344 (meters)    4046.40  (feet)  COMP
 KR0568  MODELED GRAV-     979,735.3   (mgal)                       NAVD 88
 KR0568
 KR0568  VERT ORDER  -  FIRST     CLASS II
 KR0568
 KR0568.The horizontal coordinates were scaled from a topographic map and have
 KR0568.an estimated accuracy of +/- 6 seconds.
 KR0568
 KR0568.The orthometric height was determined by differential leveling
 KR0568.and adjusted by the National Geodetic Survey in June 1991..
 KR0568
 KR0568.The geoid height was determined by GEOID03.
 KR0568
 KR0568.The dynamic height is computed by dividing the NAVD 88
 KR0568.geopotential number by the normal gravity value computed on the
 KR0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0568.degrees latitude (g = 980.6199 gals.).
 KR0568
 KR0568.The modeled gravity was interpolated from observed gravity values.
 KR0568
 KR0568;                    North         East    Units  Estimated Accuracy
 KR0568;SPC NV W     - 4,534,380.      757,420.      MT  (+/- 180 meters Scaled)
 KR0568
 KR0568                          SUPERSEDED SURVEY CONTROL
 KR0568
 KR0568  NGVD 29 (??/??/92) 1233.456  (m)         4046.76   (f) ADJ UNCH    1 2
 KR0568
 KR0568.Superseded values are not recommended for survey control.
 KR0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0568.See file dsdata.txt to determine how the superseded data were derived.
 KR0568
 KR0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD214814(NAD 83)
 KR0568_MARKER: DB = BENCH MARK DISK
 KR0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0568_SP_SET: CONCRETE POST
 KR0568_STAMPING: J 340 1953
 KR0568_MARK LOGO: CGS   
 KR0568_PROJECTION: PROJECTING 4 CENTIMETERS
 KR0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0568+STABILITY: SURFACE MOTION
 KR0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0568+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 KR0568
 KR0568  HISTORY     - Date     Condition        Report By
 KR0568  HISTORY     - 1953     MONUMENTED       CGS
 KR0568  HISTORY     - 1986     GOOD             NGS
 KR0568  HISTORY     - 20011030 GOOD             NVGS
 KR0568
 KR0568                          STATION DESCRIPTION
 KR0568
 KR0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0568'1.7 MI W FROM HAZEN.
 KR0568'1.7 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0568'STATION AT HAZEN, 14 POLES SOUTHEAST OF MILEPOLE 286, DIRECTLY ACROSS
 KR0568'THE TRACK FROM TELEGRAPH POLE 23C, 17 RAILS SOUTHEAST OF SEMAPHORES
 KR0568'2862 AND 2863, 96.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 37 FEET
 KR0568'SOUTH OF A TELEPHONE POLE, 1.7 FEET NORTHEAST OF A FENCE, 1.6 FEET
 KR0568'NORTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE TRACK, AND
 KR0568'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 KR0568'GROUND.
 KR0568
 KR0568                          STATION RECOVERY (1986)
 KR0568
 KR0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0568'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.40 KM (0.25
 KR0568'MI) NORTH ALONG US ALTERNATE HIGHWAY 95 AND US ALTERNATE HIGHWAY 50
 KR0568'FROM THE POST OFFICE IN FERNLEY, THENCE 16.1 KM (10.0 MI) EASTERLY
 KR0568'ALONG US ALTERNATE HIGHWAY 50, 76.2 METERS (250 FT) NORTH-NORTHEAST OF
 KR0568'THE CENTERLINE OF THE HIGHWAY, 29.3 METERS (96 FT) SOUTHWEST OF THE
 KR0568'SOUTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 0.45 METERS (1.5 FT)
 KR0568'NORTHEAST OF A FENCELINE.
 KR0568'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KR0568'THE MARK IS ABOVE LEVEL WITH THE RAILROAD TRACKS.
 KR0568
 KR0568                          STATION RECOVERY (2001)
 KR0568
 KR0568'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0422 ***********************************************************************
 KR0422  DESIGNATION -  J 341
 KR0422  PID         -  KR0422
 KR0422  STATE/COUNTY-  NV/CHURCHILL
 KR0422  USGS QUAD   -  PARRAN (1986)
 KR0422
 KR0422                         *CURRENT SURVEY CONTROL
 KR0422  ___________________________________________________________________
 KR0422* NAD 83(1986)-  39 52 24.     (N)    118 46 19.     (W)     SCALED    
 KR0422* NAVD 88     -      1190.39   (+/-2cm)    3905.5    (feet)  VERTCON   
 KR0422  ___________________________________________________________________
 KR0422  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 KR0422
 KR0422  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0422
 KR0422.The horizontal coordinates were scaled from a topographic map and have
 KR0422.an estimated accuracy of +/- 6 seconds.
 KR0422
 KR0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0422.The vertical order pertains to the NGVD 29 superseded value.
 KR0422
 KR0422.The geoid height was determined by GEOID03.
 KR0422
 KR0422;                    North         East    Units  Estimated Accuracy
 KR0422;SPC NV W     - 4,568,570.      783,870.      MT  (+/- 180 meters Scaled)
 KR0422
 KR0422                          SUPERSEDED SURVEY CONTROL
 KR0422
 KR0422  NGVD 29 (??/??/92) 1189.495  (m)         3902.53   (f) ADJ UNCH    1 2
 KR0422
 KR0422.Superseded values are not recommended for survey control.
 KR0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0422.See file dsdata.txt to determine how the superseded data were derived.
 KR0422
 KR0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE484152(NAD 83)
 KR0422_MARKER: DB = BENCH MARK DISK
 KR0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0422_STAMPING: J 341 1953
 KR0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0422+STABILITY: SURFACE MOTION
 KR0422
 KR0422  HISTORY     - Date     Condition        Report By
 KR0422  HISTORY     - 1953     MONUMENTED       CGS
 KR0422
 KR0422                          STATION DESCRIPTION
 KR0422
 KR0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0422'4.8 MI N FROM PARRAN.
 KR0422'4.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0422'WATER TANK AT PARRAN, 11 1/2 POLES SOUTH OF AND ACROSS THE TRACK FROM
 KR0422'MILEPOLE 317, 153 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 KR0422'CONCRETE BASE FOR SIGNAL 3164, 104.8 FEET SOUTHEAST OF THE SOUTHEAST
 KR0422'CORNER OF WOODEN BRIDGE 316.71, 98.9 FEET EAST OF THE EAST RAIL, 5.5
 KR0422'FEET NORTH OF A FENCE CORNER, 2 FEET EAST OF A FENCE, 2.1 FEET SOUTH
 KR0422'OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE
 KR0422'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0141 ***********************************************************************
 LS0141  DESIGNATION -  J 342
 LS0141  PID         -  LS0141
 LS0141  STATE/COUNTY-  NV/PERSHING
 LS0141  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0141
 LS0141                         *CURRENT SURVEY CONTROL
 LS0141  ___________________________________________________________________
 LS0141* NAD 83(1986)-  40 28 50.     (N)    118 17 44.     (W)     SCALED    
 LS0141* NAVD 88     -      1295.874  (meters)    4251.55   (feet)  ADJUSTED  
 LS0141  ___________________________________________________________________
 LS0141  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 LS0141  DYNAMIC HT  -        1294.838 (meters)    4248.15  (feet)  COMP
 LS0141  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 LS0141
 LS0141  VERT ORDER  -  FIRST     CLASS II
 LS0141
 LS0141.The horizontal coordinates were scaled from a topographic map and have
 LS0141.an estimated accuracy of +/- 6 seconds.
 LS0141
 LS0141.The orthometric height was determined by differential leveling
 LS0141.and adjusted by the National Geodetic Survey in June 1991..
 LS0141
 LS0141.The geoid height was determined by GEOID03.
 LS0141
 LS0141.The dynamic height is computed by dividing the NAVD 88
 LS0141.geopotential number by the normal gravity value computed on the
 LS0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0141.degrees latitude (g = 980.6199 gals.).
 LS0141
 LS0141.The modeled gravity was interpolated from observed gravity values.
 LS0141
 LS0141;                    North         East    Units  Estimated Accuracy
 LS0141;SPC NV W     - 4,636,010.      824,400.      MT  (+/- 180 meters Scaled)
 LS0141
 LS0141                          SUPERSEDED SURVEY CONTROL
 LS0141
 LS0141  NGVD 29 (??/??/92) 1294.88   (m)         4248.3    (f) COMPUTED    1 2
 LS0141
 LS0141.Superseded values are not recommended for survey control.
 LS0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0141.See file dsdata.txt to determine how the superseded data were derived.
 LS0141
 LS0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE901819(NAD 83)
 LS0141_MARKER: DB = BENCH MARK DISK
 LS0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0141_STAMPING: J 342 1953
 LS0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0141+STABILITY: SURFACE MOTION
 LS0141
 LS0141  HISTORY     - Date     Condition        Report By
 LS0141  HISTORY     - 1953     MONUMENTED       CGS
 LS0141
 LS0141                          STATION DESCRIPTION
 LS0141
 LS0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0141'2.4 MI N FROM RYE PATCH.
 LS0141'2.4 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0141'SIDING SIGN AT RYE PATCH, 9 POLES NORTH OF MILEPOLE 368, ALONG THE
 LS0141'EAST TRACK, 95.0 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 26 1/2
 LS0141'FEET NORTH OF A POWER LINE POLE, 2.2 FEET WEST OF A FENCE, 2.3 FEET
 LS0141'SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN
 LS0141'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0032 ***********************************************************************
 LS0032  DESIGNATION -  J 343
 LS0032  PID         -  LS0032
 LS0032  STATE/COUNTY-  NV/PERSHING
 LS0032  USGS QUAD   -  MILL CITY (1987)
 LS0032
 LS0032                         *CURRENT SURVEY CONTROL
 LS0032  ___________________________________________________________________
 LS0032* NAD 83(1986)-  40 44 27.     (N)    118 01 58.     (W)     SCALED    
 LS0032* NAVD 88     -      1296.907  (meters)    4254.94   (feet)  ADJUSTED  
 LS0032  ___________________________________________________________________
 LS0032  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 LS0032  DYNAMIC HT  -        1295.908 (meters)    4251.66  (feet)  COMP
 LS0032  MODELED GRAV-     979,810.0   (mgal)                       NAVD 88
 LS0032
 LS0032  VERT ORDER  -  FIRST     CLASS II
 LS0032
 LS0032.The horizontal coordinates were scaled from a topographic map and have
 LS0032.an estimated accuracy of +/- 6 seconds.
 LS0032
 LS0032.The orthometric height was determined by differential leveling
 LS0032.and adjusted by the National Geodetic Survey in June 1991..
 LS0032
 LS0032.The geoid height was determined by GEOID03.
 LS0032
 LS0032.The dynamic height is computed by dividing the NAVD 88
 LS0032.geopotential number by the normal gravity value computed on the
 LS0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0032.degrees latitude (g = 980.6199 gals.).
 LS0032
 LS0032.The modeled gravity was interpolated from observed gravity values.
 LS0032
 LS0032;                    North         East    Units  Estimated Accuracy
 LS0032;SPC NV W     - 4,665,010.      846,500.      MT  (+/- 180 meters Scaled)
 LS0032
 LS0032                          SUPERSEDED SURVEY CONTROL
 LS0032
 LS0032  NGVD 29 (??/??/92) 1295.92   (m)         4251.7    (f) COMPUTED    1 2
 LS0032
 LS0032.Superseded values are not recommended for survey control.
 LS0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0032.See file dsdata.txt to determine how the superseded data were derived.
 LS0032
 LS0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF128105(NAD 83)
 LS0032_MARKER: DB = BENCH MARK DISK
 LS0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LS0032_SP_SET: ABUTMENT
 LS0032_STAMPING: J 343 1953
 LS0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LS0032
 LS0032  HISTORY     - Date     Condition        Report By
 LS0032  HISTORY     - 1953     MONUMENTED       CGS
 LS0032
 LS0032                          STATION DESCRIPTION
 LS0032
 LS0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0032'4.0 MI S FROM COSGRAVE.
 LS0032'4.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0032'WATER TANK AT COSGRAVE, 4.3 MILES NORTHEAST OF MILL CITY, AT WOODEN
 LS0032'BRIDGE 393.23, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 LS0032'ABUTMENT, 7.1 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT LOWER THAN
 LS0032'THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0531 ***********************************************************************
 LR0531  DESIGNATION -  J 344
 LR0531  PID         -  LR0531
 LR0531  STATE/COUNTY-  NV/HUMBOLDT
 LR0531  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0531
 LR0531                         *CURRENT SURVEY CONTROL
 LR0531  ___________________________________________________________________
 LR0531* NAD 83(1986)-  40 57 13.     (N)    117 44 31.     (W)     SCALED    
 LR0531* NAVD 88     -      1319.952  (meters)    4330.54   (feet)  ADJUSTED  
 LR0531  ___________________________________________________________________
 LR0531  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 LR0531  DYNAMIC HT  -        1318.957 (meters)    4327.28  (feet)  COMP
 LR0531  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 LR0531
 LR0531  VERT ORDER  -  FIRST     CLASS II
 LR0531
 LR0531.The horizontal coordinates were scaled from a topographic map and have
 LR0531.an estimated accuracy of +/- 6 seconds.
 LR0531
 LR0531.The orthometric height was determined by differential leveling
 LR0531.and adjusted by the National Geodetic Survey in June 1991..
 LR0531
 LR0531.The geoid height was determined by GEOID03.
 LR0531
 LR0531.The dynamic height is computed by dividing the NAVD 88
 LR0531.geopotential number by the normal gravity value computed on the
 LR0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0531.degrees latitude (g = 980.6199 gals.).
 LR0531
 LR0531.The modeled gravity was interpolated from observed gravity values.
 LR0531
 LR0531;                    North         East    Units  Estimated Accuracy
 LR0531;SPC NV W     - 4,688,840.      870,830.      MT  (+/- 180 meters Scaled)
 LR0531
 LR0531                          SUPERSEDED SURVEY CONTROL
 LR0531
 LR0531  NGVD 29 (??/??/92) 1318.917  (m)         4327.15   (f) ADJ UNCH    1 2
 LR0531
 LR0531.Superseded values are not recommended for survey control.
 LR0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0531.See file dsdata.txt to determine how the superseded data were derived.
 LR0531
 LR0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF375338(NAD 83)
 LR0531_MARKER: DB = BENCH MARK DISK
 LR0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0531_STAMPING: J 344 1953
 LR0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0531+STABILITY: SURFACE MOTION
 LR0531
 LR0531  HISTORY     - Date     Condition        Report By
 LR0531  HISTORY     - 1953     MONUMENTED       CGS
 LR0531  HISTORY     - 1958     GOOD             NGS
 LR0531  HISTORY     - 1986     MARK NOT FOUND   NGS
 LR0531
 LR0531                          STATION DESCRIPTION
 LR0531
 LR0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0531'1.1 MI SW FROM WINNEMUCCA.
 LR0531'1.1 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0531'THE STATION AT WINNEMUCCA, 291 FEET EAST OF AND ACROSS THE TRACK FROM
 LR0531'THE 4TH.  POLE NORTHEAST OF MILEPOLE 416, 195.4 FEET SOUTHEAST OF THE
 LR0531'SOUTHEAST RAIL, 1.9 FEET NORTHWEST OF A FENCE, 2.0 FEET SOUTHWEST OF A
 LR0531'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 LR0531'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LR0531
 LR0531                          STATION RECOVERY (1958)
 LR0531
 LR0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LR0531'RECOVERED IN GOOD CONDITION.
 LR0531
 LR0531                          STATION RECOVERY (1986)
 LR0531
 LR0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0531'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0284 ***********************************************************************
 LR0284  DESIGNATION -  J 345
 LR0284  PID         -  LR0284
 LR0284  STATE/COUNTY-  NV/HUMBOLDT
 LR0284  USGS QUAD   -  IRON POINT (1965)
 LR0284
 LR0284                         *CURRENT SURVEY CONTROL
 LR0284  ___________________________________________________________________
 LR0284* NAD 83(1986)-  40 58 54.     (N)    117 22 31.     (W)     SCALED    
 LR0284* NAVD 88     -      1332.790  (meters)    4372.66   (feet)  ADJUSTED  
 LR0284  ___________________________________________________________________
 LR0284  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 LR0284  DYNAMIC HT  -        1331.796 (meters)    4369.40  (feet)  COMP
 LR0284  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 LR0284
 LR0284  VERT ORDER  -  FIRST     CLASS II
 LR0284
 LR0284.The horizontal coordinates were scaled from a topographic map and have
 LR0284.an estimated accuracy of +/- 6 seconds.
 LR0284
 LR0284.The orthometric height was determined by differential leveling
 LR0284.and adjusted by the National Geodetic Survey in June 1991..
 LR0284
 LR0284.The geoid height was determined by GEOID03.
 LR0284
 LR0284.The dynamic height is computed by dividing the NAVD 88
 LR0284.geopotential number by the normal gravity value computed on the
 LR0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0284.degrees latitude (g = 980.6199 gals.).
 LR0284
 LR0284.The modeled gravity was interpolated from observed gravity values.
 LR0284
 LR0284;                    North         East    Units  Estimated Accuracy
 LR0284;SPC NV W     - 4,692,310.      901,660.      MT  (+/- 180 meters Scaled)
 LR0284
 LR0284                          SUPERSEDED SURVEY CONTROL
 LR0284
 LR0284  NGVD 29 (??/??/92) 1331.78   (m)         4369.3    (f) COMPUTED    1 2
 LR0284
 LR0284.Superseded values are not recommended for survey control.
 LR0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0284.See file dsdata.txt to determine how the superseded data were derived.
 LR0284
 LR0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF684367(NAD 83)
 LR0284_MARKER: DB = BENCH MARK DISK
 LR0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0284_SP_SET: ABUTMENT
 LR0284_STAMPING: J 345 1953
 LR0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0284
 LR0284  HISTORY     - Date     Condition        Report By
 LR0284  HISTORY     - 1953     MONUMENTED       CGS
 LR0284
 LR0284                          STATION DESCRIPTION
 LR0284
 LR0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0284'6.4 MI E FROM GOLCONDA.
 LR0284'6.4 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0284'STATION AT GOLCONDA, AT WOODEN BRIDGE 440.43, IN THE TOP OF THE NORTH
 LR0284'END OF THE EAST CONCRETE ABUTMENT, 7.8 FEET NORTH OF THE NORTH RAIL,
 LR0284'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0318 ***********************************************************************
 LR0318  DESIGNATION -  J 346
 LR0318  PID         -  LR0318
 LR0318  STATE/COUNTY-  NV/LANDER
 LR0318  USGS QUAD   -  SNOW GULCH (1984)
 LR0318
 LR0318                         *CURRENT SURVEY CONTROL
 LR0318  ___________________________________________________________________
 LR0318* NAD 83(1986)-  40 42 13.     (N)    117 00 44.     (W)     SCALED    
 LR0318* NAVD 88     -      1374.701  (meters)    4510.16   (feet)  ADJUSTED  
 LR0318  ___________________________________________________________________
 LR0318  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 LR0318  DYNAMIC HT  -        1373.612 (meters)    4506.59  (feet)  COMP
 LR0318  MODELED GRAV-     979,784.8   (mgal)                       NAVD 88
 LR0318
 LR0318  VERT ORDER  -  FIRST     CLASS II
 LR0318
 LR0318.The horizontal coordinates were scaled from a topographic map and have
 LR0318.an estimated accuracy of +/- 6 seconds.
 LR0318
 LR0318.The orthometric height was determined by differential leveling
 LR0318.and adjusted by the National Geodetic Survey in June 1991..
 LR0318
 LR0318.The geoid height was determined by GEOID03.
 LR0318
 LR0318.The dynamic height is computed by dividing the NAVD 88
 LR0318.geopotential number by the normal gravity value computed on the
 LR0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0318.degrees latitude (g = 980.6199 gals.).
 LR0318
 LR0318.The modeled gravity was interpolated from observed gravity values.
 LR0318
 LR0318;                    North         East    Units  Estimated Accuracy
 LR0318;SPC NV C     - 6,660,790.      470,800.      MT  (+/- 180 meters Scaled)
 LR0318
 LR0318                          SUPERSEDED SURVEY CONTROL
 LR0318
 LR0318.No superseded survey control is available for this station.
 LR0318
 LR0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF989058(NAD 83)
 LR0318_MARKER: DB = BENCH MARK DISK
 LR0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0318_STAMPING: J 346 1953
 LR0318_MARK LOGO: CGS   
 LR0318_PROJECTION: PROJECTING 12 CENTIMETERS
 LR0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0318+STABILITY: SURFACE MOTION
 LR0318
 LR0318  HISTORY     - Date     Condition        Report By
 LR0318  HISTORY     - 1953     MONUMENTED       CGS
 LR0318  HISTORY     - 1984     GOOD             NGS
 LR0318
 LR0318                          STATION DESCRIPTION
 LR0318
 LR0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0318'5.8 MI NW FROM BATTLE MOUNTAIN.
 LR0318'5.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0318'THE STATION AT BATTLE MOUNTAIN, 253 FEET SOUTHWEST OF AND ACROSS THE
 LR0318'TRACK FROM MILEPOLE 470, 197.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 LR0318'155 1/2 FEET SOUTHWEST OF A TELEGRAPH POLE WITH A 2-FOOT WHITE PAINTED
 LR0318'SECTION, 34 FEET NORTHEAST OF THE CENTER LINE OF AN ABANDONED PAVED
 LR0318'ROAD (FORMER U. S. HIGHWAY 40), 2.0 FEET NORTHEAST OF A FENCE, 1.9
 LR0318'FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK,
 LR0318'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 LR0318'GROUND.
 LR0318
 LR0318                          STATION RECOVERY (1984)
 LR0318
 LR0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0318'RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE.
 LR0318'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 LR0318'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0227 ***********************************************************************
 MT0227  DESIGNATION -  J 347
 MT0227  PID         -  MT0227
 MT0227  STATE/COUNTY-  NV/ELKO
 MT0227  USGS QUAD   -  PEQUOP (1980)
 MT0227
 MT0227                         *CURRENT SURVEY CONTROL
 MT0227  ___________________________________________________________________
 MT0227* NAD 83(1986)-  41 11 51.     (N)    114 31 37.     (W)     SCALED    
 MT0227* NAVD 88     -      1866.774  (meters)    6124.57   (feet)  ADJUSTED  
 MT0227  ___________________________________________________________________
 MT0227  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 MT0227  DYNAMIC HT  -        1865.197 (meters)    6119.40  (feet)  COMP
 MT0227  MODELED GRAV-     979,712.5   (mgal)                       NAVD 88
 MT0227
 MT0227  VERT ORDER  -  FIRST     CLASS II
 MT0227
 MT0227.The horizontal coordinates were scaled from a topographic map and have
 MT0227.an estimated accuracy of +/- 6 seconds.
 MT0227
 MT0227.The orthometric height was determined by differential leveling
 MT0227.and adjusted by the National Geodetic Survey in June 1991..
 MT0227
 MT0227.The geoid height was determined by GEOID03.
 MT0227
 MT0227.The dynamic height is computed by dividing the NAVD 88
 MT0227.geopotential number by the normal gravity value computed on the
 MT0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0227.degrees latitude (g = 980.6199 gals.).
 MT0227
 MT0227.The modeled gravity was interpolated from observed gravity values.
 MT0227
 MT0227;                    North         East    Units  Estimated Accuracy
 MT0227;SPC NV E     - 8,716,120.      288,610.      MT  (+/- 180 meters Scaled)
 MT0227
 MT0227                          SUPERSEDED SURVEY CONTROL
 MT0227
 MT0227  NGVD 29 (??/??/92) 1865.599  (m)         6120.72   (f) ADJ UNCH    1 2
 MT0227
 MT0227.Superseded values are not recommended for survey control.
 MT0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0227.See file dsdata.txt to determine how the superseded data were derived.
 MT0227
 MT0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF073636(NAD 83)
 MT0227_MARKER: DB = BENCH MARK DISK
 MT0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0227_STAMPING: J 347 1953
 MT0227_MARK LOGO: CGS   
 MT0227_PROJECTION: PROJECTING 10 CENTIMETERS
 MT0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0227+STABILITY: SURFACE MOTION
 MT0227
 MT0227  HISTORY     - Date     Condition        Report By
 MT0227  HISTORY     - 1953     MONUMENTED       CGS
 MT0227  HISTORY     - 1984     GOOD             NGS
 MT0227
 MT0227                          STATION DESCRIPTION
 MT0227
 MT0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0227'4.8 MI NW FROM VALLEY PASS.
 MT0227'4.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0227'THE STATION AT VALLEY PASS, 257 FEET SOUTHWEST OF AND ACROSS THE TRACK
 MT0227'FROM MILEPOLE 636, 199.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.2
 MT0227'FEET SOUTHWEST OF A FENCE, 2.4 FEET NORTHWEST OF A WITNESS POST, ABOUT
 MT0227'1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MT0227'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MT0227
 MT0227                          STATION RECOVERY (1984)
 MT0227
 MT0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0227'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.25 KM
 MT0227'(13.9 MI) SOUTHWEST ALONG STATE HIGHWAY 233 FROM THE POST OFFICE AT
 MT0227'MONTELLO, THENCE 18.45 KM (11.5 MI) NORTHWEST ALONG THE SOUTHERN
 MT0227'PACIFIC RAILROAD, 60.6 METERS (199 FT) SOUTHWEST OF THE SOUTHWEST
 MT0227'RAIL, 78.3 METERS (257 FT) SOUTHWEST ACROSS THE TRACKS FROM MILEPOLE
 MT0227'636 AND 0.6 METER (2 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 MT0227'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 MT0227'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0137 ***********************************************************************
 MT0137  DESIGNATION -  J 348
 MT0137  PID         -  MT0137
 MT0137  STATE/COUNTY-  NV/ELKO
 MT0137  USGS QUAD   -  TECOMA (1976)
 MT0137
 MT0137                         *CURRENT SURVEY CONTROL
 MT0137  ___________________________________________________________________
 MT0137* NAD 83(1986)-  41 18 14.     (N)    114 06 50.     (W)     SCALED    
 MT0137* NAVD 88     -      1467.847  (meters)    4815.76   (feet)  ADJUSTED  
 MT0137  ___________________________________________________________________
 MT0137  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 MT0137  DYNAMIC HT  -        1466.717 (meters)    4812.05  (feet)  COMP
 MT0137  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 MT0137
 MT0137  VERT ORDER  -  FIRST     CLASS II
 MT0137
 MT0137.The horizontal coordinates were scaled from a topographic map and have
 MT0137.an estimated accuracy of +/- 6 seconds.
 MT0137
 MT0137.The orthometric height was determined by differential leveling
 MT0137.and adjusted by the National Geodetic Survey in June 1991..
 MT0137
 MT0137.The geoid height was determined by GEOID03.
 MT0137
 MT0137.The dynamic height is computed by dividing the NAVD 88
 MT0137.geopotential number by the normal gravity value computed on the
 MT0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0137.degrees latitude (g = 980.6199 gals.).
 MT0137
 MT0137.The modeled gravity was interpolated from observed gravity values.
 MT0137
 MT0137;                    North         East    Units  Estimated Accuracy
 MT0137;SPC NV E     - 8,728,430.      323,050.      MT  (+/- 180 meters Scaled)
 MT0137
 MT0137                          SUPERSEDED SURVEY CONTROL
 MT0137
 MT0137  NGVD 29 (??/??/92) 1466.754  (m)         4812.18   (f) ADJ UNCH    1 2
 MT0137
 MT0137.Superseded values are not recommended for survey control.
 MT0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0137.See file dsdata.txt to determine how the superseded data were derived.
 MT0137
 MT0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF416765(NAD 83)
 MT0137_MARKER: DB = BENCH MARK DISK
 MT0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0137_STAMPING: J 348 1953
 MT0137_MARK LOGO: CGS   
 MT0137_PROJECTION: PROJECTING 12 CENTIMETERS
 MT0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0137+STABILITY: SURFACE MOTION
 MT0137
 MT0137  HISTORY     - Date     Condition        Report By
 MT0137  HISTORY     - 1953     MONUMENTED       CGS
 MT0137  HISTORY     - 1984     GOOD             NGS
 MT0137
 MT0137                          STATION DESCRIPTION
 MT0137
 MT0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0137'5.1 MI NE FROM MONTELLO.
 MT0137'5.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0137'THE STATION AT MONTELLO, 114 1/2 FEET NORTHWEST OF MILEPOLE 667, 181.7
 MT0137'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WEST-BOUND TRACK, 28 1/2
 MT0137'FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 2.6 FEET
 MT0137'SOUTHEAST OF A FENCE, 2.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3
 MT0137'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MT0137'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MT0137
 MT0137                          STATION RECOVERY (1984)
 MT0137
 MT0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0137'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.35 KM
 MT0137'(5.2 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MT0137'OFFICE AT MONTELLO, 55.5 METERS (182 FT) NORTHWEST OF THE NORTHWEST
 MT0137'RAIL, 34.9 METERS (114.5 FT) NORTHWEST OF MILEPOLE 667, 8.8 METERS
 MT0137'(29 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD AND 0.7 METER (2.5 FT)
 MT0137'SOUTHEAST OF THE RIGHT OF WAY FENCE.
 MT0137'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 MT0137'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0301 ***********************************************************************
 JQ0301  DESIGNATION -  J 349
 JQ0301  PID         -  JQ0301
 JQ0301  STATE/COUNTY-  NV/ESMERALDA
 JQ0301  USGS QUAD   -  CROW SPRINGS (1968)
 JQ0301
 JQ0301                         *CURRENT SURVEY CONTROL
 JQ0301  ___________________________________________________________________
 JQ0301* NAD 83(1986)-  38 07 48.     (N)    117 33 10.     (W)     SCALED    
 JQ0301* NAVD 88     -      1456.206  (meters)    4777.57   (feet)  ADJUSTED  
 JQ0301  ___________________________________________________________________
 JQ0301  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 JQ0301  DYNAMIC HT  -        1454.654 (meters)    4772.48  (feet)  COMP
 JQ0301  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 JQ0301
 JQ0301  VERT ORDER  -  FIRST     CLASS II
 JQ0301
 JQ0301.The horizontal coordinates were scaled from a topographic map and have
 JQ0301.an estimated accuracy of +/- 6 seconds.
 JQ0301
 JQ0301.The orthometric height was determined by differential leveling
 JQ0301.and adjusted by the National Geodetic Survey in June 1991..
 JQ0301
 JQ0301.The geoid height was determined by GEOID03.
 JQ0301
 JQ0301.The dynamic height is computed by dividing the NAVD 88
 JQ0301.geopotential number by the normal gravity value computed on the
 JQ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0301.degrees latitude (g = 980.6199 gals.).
 JQ0301
 JQ0301.The modeled gravity was interpolated from observed gravity values.
 JQ0301
 JQ0301;                    North         East    Units  Estimated Accuracy
 JQ0301;SPC NV W     - 4,375,530.      890,350.      MT  (+/- 180 meters Scaled)
 JQ0301
 JQ0301                          SUPERSEDED SURVEY CONTROL
 JQ0301
 JQ0301  NGVD 29 (??/??/92) 1455.106  (m)         4773.96   (f) ADJ UNCH    1 2
 JQ0301
 JQ0301.Superseded values are not recommended for survey control.
 JQ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0301.See file dsdata.txt to determine how the superseded data were derived.
 JQ0301
 JQ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC515203(NAD 83)
 JQ0301_MARKER: DB = BENCH MARK DISK
 JQ0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0301_STAMPING: J 349 1953
 JQ0301_MARK LOGO: CGS   
 JQ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0301+STABILITY: SURFACE MOTION
 JQ0301
 JQ0301  HISTORY     - Date     Condition        Report By
 JQ0301  HISTORY     - 1953     MONUMENTED       CGS
 JQ0301  HISTORY     - 1984     GOOD             NGS
 JQ0301
 JQ0301                          STATION DESCRIPTION
 JQ0301
 JQ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0301'19.1 MI W FROM TONOPAH.
 JQ0301'19.1 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0301'TONOPAH, 223 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 213 FEET
 JQ0301'SOUTH OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF CULVERT B
 JQ0301'1077+94, 41 FEET WEST OF THE CENTER OF A DRAIN DITCH, 2.9 FEET WEST OF
 JQ0301'TELEGRAPH POLE 685, IN LINE WITH A ROW OF POLES, 1.7 FEET EAST OF A
 JQ0301'WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 JQ0301'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 JQ0301
 JQ0301                          STATION RECOVERY (1984)
 JQ0301
 JQ0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0074 ***********************************************************************
 JQ0074  DESIGNATION -  J 35
 JQ0074  PID         -  JQ0074
 JQ0074  STATE/COUNTY-  NV/NYE
 JQ0074  USGS QUAD   -  STONE CABIN RANCH (1986)
 JQ0074
 JQ0074                         *CURRENT SURVEY CONTROL
 JQ0074  ___________________________________________________________________
 JQ0074* NAD 83(1986)-  38 07 59.     (N)    116 44 22.     (W)     SCALED    
 JQ0074* NAVD 88     -      1976.425  (meters)    6484.32   (feet)  ADJUSTED  
 JQ0074  ___________________________________________________________________
 JQ0074  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JQ0074  DYNAMIC HT  -        1974.155 (meters)    6476.87  (feet)  COMP
 JQ0074  MODELED GRAV-     979,409.8   (mgal)                       NAVD 88
 JQ0074
 JQ0074  VERT ORDER  -  FIRST     CLASS II
 JQ0074
 JQ0074.The horizontal coordinates were scaled from a topographic map and have
 JQ0074.an estimated accuracy of +/- 6 seconds.
 JQ0074
 JQ0074.The orthometric height was determined by differential leveling
 JQ0074.and adjusted by the National Geodetic Survey in June 1991..
 JQ0074
 JQ0074.The geoid height was determined by GEOID03.
 JQ0074
 JQ0074.The dynamic height is computed by dividing the NAVD 88
 JQ0074.geopotential number by the normal gravity value computed on the
 JQ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0074.degrees latitude (g = 980.6199 gals.).
 JQ0074
 JQ0074.The modeled gravity was interpolated from observed gravity values.
 JQ0074
 JQ0074;                    North         East    Units  Estimated Accuracy
 JQ0074;SPC NV C     - 6,375,370.      493,620.      MT  (+/- 180 meters Scaled)
 JQ0074
 JQ0074                          SUPERSEDED SURVEY CONTROL
 JQ0074
 JQ0074  NGVD 29 (??/??/92) 1975.237  (m)         6480.42   (f) ADJ UNCH    1 2
 JQ0074
 JQ0074.Superseded values are not recommended for survey control.
 JQ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0074.See file dsdata.txt to determine how the superseded data were derived.
 JQ0074
 JQ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC228206(NAD 83)
 JQ0074_MARKER: DB = BENCH MARK DISK
 JQ0074_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0074_SP_SET: OUTCROP
 JQ0074_STAMPING: 6480.496 J 35 1933
 JQ0074_MARK LOGO: CGS   
 JQ0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0074+STABILITY: POSITION/ELEVATION WELL
 JQ0074
 JQ0074  HISTORY     - Date     Condition        Report By
 JQ0074  HISTORY     - 1933     MONUMENTED       CGS
 JQ0074  HISTORY     - 1934     GOOD             NGS
 JQ0074  HISTORY     - 1982     GOOD             USGS
 JQ0074  HISTORY     - 1984     GOOD             NGS
 JQ0074
 JQ0074                          STATION DESCRIPTION
 JQ0074
 JQ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0074'5.3 MI W FROM CLARK STATION.
 JQ0074'ABOUT 5.3 MILES WEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JQ0074'CLARK STATION, NYE COUNTY, 48 FEET SOUTH OF THE CENTER LINE OF THE
 JQ0074'HIGHWAY, AND IN THE TOP OF A RHYOLITE OUTCROP ABOUT FLUSH WITH THE
 JQ0074'GROUND.  A STANDARD DISK, STAMPED 6480.496 J 35 1933.
 JQ0074
 JQ0074                          STATION RECOVERY (1934)
 JQ0074
 JQ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JQ0074'RECOVERED IN GOOD CONDITION.
 JQ0074
 JQ0074                          STATION RECOVERY (1982)
 JQ0074
 JQ0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JQ0074'BENCH MARK IS 5.3 MILES WEST OF FIVE MILE SPRINGS, 31 MILES EAST
 JQ0074'ALONG US HIGHWAY 6 FROM THE POST OFFICE IN TONOPAH, NEVADA. ABOUT
 JQ0074'25.4 METERS SOUTH OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF
 JQ0074'A LARGE FLAT ROCK, A STANDARD TABLET.
 JQ0074
 JQ0074                          STATION RECOVERY (1984)
 JQ0074
 JQ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0074'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0074'45.3 KM (28.3 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0074'HIGHWAY 95 AT TONOPAH, IN THE SOUTH EDGE OF A 6 BY 12 FOOT PORTION OF
 JQ0074'CONGLOMERATE OUTCROP FLUSH WITH THE SURFACE OF THE GROUND, 25.3 METERS
 JQ0074'(83 FT) SOUTH OF THE HIGHWAY CENTERLINE, 46.6 METERS (153 FT) EAST OF
 JQ0074'THE EAST END OF THE SOUTH HEADWALL FOR AN 18-INCH CORRUGATED METAL
 JQ0074'PIPE CULVERT AND 22.8 METERS (75 FT) SOUTHWEST OF MILEPOST 30.
 JQ0074'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 JQ0074'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0261 ***********************************************************************
 JQ0261  DESIGNATION -  J 350
 JQ0261  PID         -  JQ0261
 JQ0261  STATE/COUNTY-  NV/ESMERALDA
 JQ0261  USGS QUAD   -  COALDALE (1980)
 JQ0261
 JQ0261                         *CURRENT SURVEY CONTROL
 JQ0261  ___________________________________________________________________
 JQ0261* NAD 83(1986)-  38 04 02.     (N)    117 54 27.     (W)     SCALED    
 JQ0261* NAVD 88     -      1382.649  (meters)    4536.24   (feet)  ADJUSTED  
 JQ0261  ___________________________________________________________________
 JQ0261  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 JQ0261  DYNAMIC HT  -        1381.179 (meters)    4531.42  (feet)  COMP
 JQ0261  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 JQ0261
 JQ0261  VERT ORDER  -  FIRST     CLASS II
 JQ0261
 JQ0261.The horizontal coordinates were scaled from a topographic map and have
 JQ0261.an estimated accuracy of +/- 6 seconds.
 JQ0261
 JQ0261.The orthometric height was determined by differential leveling
 JQ0261.and adjusted by the National Geodetic Survey in June 1991..
 JQ0261
 JQ0261.The geoid height was determined by GEOID03.
 JQ0261
 JQ0261.The dynamic height is computed by dividing the NAVD 88
 JQ0261.geopotential number by the normal gravity value computed on the
 JQ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0261.degrees latitude (g = 980.6199 gals.).
 JQ0261
 JQ0261.The modeled gravity was interpolated from observed gravity values.
 JQ0261
 JQ0261;                    North         East    Units  Estimated Accuracy
 JQ0261;SPC NV W     - 4,368,280.      859,300.      MT  (+/- 180 meters Scaled)
 JQ0261
 JQ0261                          SUPERSEDED SURVEY CONTROL
 JQ0261
 JQ0261  NGVD 29 (??/??/92) 1381.545  (m)         4532.62   (f) ADJ UNCH    1 2
 JQ0261
 JQ0261.Superseded values are not recommended for survey control.
 JQ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0261.See file dsdata.txt to determine how the superseded data were derived.
 JQ0261
 JQ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC203136(NAD 83)
 JQ0261_MARKER: DB = BENCH MARK DISK
 JQ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0261_STAMPING: J 350 1953
 JQ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0261+STABILITY: SURFACE MOTION
 JQ0261
 JQ0261  HISTORY     - Date     Condition        Report By
 JQ0261  HISTORY     - 1953     MONUMENTED       CGS
 JQ0261  HISTORY     - 1966     MARK NOT FOUND   USGS
 JQ0261  HISTORY     - 1984     MARK NOT FOUND   NGS
 JQ0261
 JQ0261                          STATION DESCRIPTION
 JQ0261
 JQ0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0261'2.8 MI NW FROM COALDALE.
 JQ0261'2.8 MILES NORTHWEST ALONG U. S. HIGHWAY 95 FROM THE JUNCTION OF U. S.
 JQ0261'HIGHWAY 6 AT COALDALE, 91.8 FEET NORTHEAST OF THE CENTER LINE OF THE
 JQ0261'HIGHWAY, 67 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD
 JQ0261'LEADING NORTHEAST, 48 1/2 FEET SOUTHWEST OF THE CENTER LINE OF AN
 JQ0261'ABANDONED RAILROAD BED, 2.6 FEET NORTHWEST OF A WITNESS POST, ABOUT 2
 JQ0261'1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JQ0261'PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THERE IS A HIGHWAY
 JQ0261'DEPARTMENT GRAVEL PILE WHERE THIS MARK SHOULD BE.
 JQ0261
 JQ0261                          STATION RECOVERY (1966)
 JQ0261
 JQ0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JQ0261'MARK NOT FOUND.
 JQ0261
 JQ0261                          STATION RECOVERY (1984)
 JQ0261
 JQ0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0261'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0208 ***********************************************************************
 LR0208  DESIGNATION -  J 351
 LR0208  PID         -  LR0208
 LR0208  STATE/COUNTY-  NV/LANDER
 LR0208  USGS QUAD   -  STONY POINT (1985)
 LR0208
 LR0208                         *CURRENT SURVEY CONTROL
 LR0208  ___________________________________________________________________
 LR0208* NAD 83(1986)-  40 37 45.     (N)    116 46 55.     (W)     SCALED    
 LR0208* NAVD 88     -      1384.625  (meters)    4542.72   (feet)  ADJUSTED  
 LR0208  ___________________________________________________________________
 LR0208  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 LR0208  DYNAMIC HT  -        1383.517 (meters)    4539.09  (feet)  COMP
 LR0208  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 LR0208
 LR0208  VERT ORDER  -  FIRST     CLASS II
 LR0208
 LR0208.The horizontal coordinates were scaled from a topographic map and have
 LR0208.an estimated accuracy of +/- 6 seconds.
 LR0208
 LR0208.The orthometric height was determined by differential leveling
 LR0208.and adjusted by the National Geodetic Survey in June 1991..
 LR0208
 LR0208.The geoid height was determined by GEOID03.
 LR0208
 LR0208.The dynamic height is computed by dividing the NAVD 88
 LR0208.geopotential number by the normal gravity value computed on the
 LR0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0208.degrees latitude (g = 980.6199 gals.).
 LR0208
 LR0208.The modeled gravity was interpolated from observed gravity values.
 LR0208
 LR0208;                    North         East    Units  Estimated Accuracy
 LR0208;SPC NV C     - 6,652,480.      490,250.      MT  (+/- 180 meters Scaled)
 LR0208
 LR0208                          SUPERSEDED SURVEY CONTROL
 LR0208
 LR0208  NGVD 29 (??/??/92) 1383.566  (m)         4539.25   (f) ADJ UNCH    1 2
 LR0208
 LR0208.Superseded values are not recommended for survey control.
 LR0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0208.See file dsdata.txt to determine how the superseded data were derived.
 LR0208
 LR0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE184976(NAD 83)
 LR0208_MARKER: DB = BENCH MARK DISK
 LR0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0208_STAMPING: J 351 1953
 LR0208_MARK LOGO: CGS   
 LR0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0208+STABILITY: SURFACE MOTION
 LR0208
 LR0208  HISTORY     - Date     Condition        Report By
 LR0208  HISTORY     - 1953     MONUMENTED       CGS
 LR0208  HISTORY     - 1984     GOOD             NGS
 LR0208
 LR0208                          STATION DESCRIPTION
 LR0208
 LR0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0208'9.1 MI E FROM BATTLE MOUNTAIN.
 LR0208'9.1 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0208'STATION AT BATTLE MOUNTAIN, 125 1/2 FEET SOUTH OF AND ACROSS THE TRACK
 LR0208'FROM MILEPOLE 485, 6-3/4 RAILS SOUTHWEST OF SEMAPHORE 4851, 178.5 FEET
 LR0208'NORTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 40, 60.6 FEET SOUTHEAST
 LR0208'OF THE SOUTHEAST RAIL, 4 FEET NORTHEAST OF TELEGRAPH POLE E 8, 1.7
 LR0208'FEET SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK,
 LR0208'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 LR0208'GROUND.
 LR0208
 LR0208                          STATION RECOVERY (1984)
 LR0208
 LR0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0005 ***********************************************************************
 LR0005  DESIGNATION -  J 352
 LR0005  PID         -  LR0005
 LR0005  STATE/COUNTY-  NV/EUREKA
 LR0005  USGS QUAD   -  BEOWAWE (1986)
 LR0005
 LR0005                         *CURRENT SURVEY CONTROL
 LR0005  ___________________________________________________________________
 LR0005* NAD 83(1986)-  40 35 47.     (N)    116 28 51.     (W)     SCALED    
 LR0005* NAVD 88     -      1430.101  (meters)    4691.92   (feet)  ADJUSTED  
 LR0005  ___________________________________________________________________
 LR0005  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 LR0005  DYNAMIC HT  -        1428.944 (meters)    4688.13  (feet)  COMP
 LR0005  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 LR0005
 LR0005  VERT ORDER  -  FIRST     CLASS II
 LR0005
 LR0005.The horizontal coordinates were scaled from a topographic map and have
 LR0005.an estimated accuracy of +/- 6 seconds.
 LR0005
 LR0005.The orthometric height was determined by differential leveling
 LR0005.and adjusted by the National Geodetic Survey in June 1991..
 LR0005
 LR0005.The geoid height was determined by GEOID03.
 LR0005
 LR0005.The dynamic height is computed by dividing the NAVD 88
 LR0005.geopotential number by the normal gravity value computed on the
 LR0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0005.degrees latitude (g = 980.6199 gals.).
 LR0005
 LR0005.The modeled gravity was interpolated from observed gravity values.
 LR0005
 LR0005;                    North         East    Units  Estimated Accuracy
 LR0005;SPC NV E     - 8,649,220.      124,040.      MT  (+/- 180 meters Scaled)
 LR0005
 LR0005                          SUPERSEDED SURVEY CONTROL
 LR0005
 LR0005  NGVD 29 (??/??/92) 1429.032  (m)         4688.42   (f) ADJ UNCH    1 2
 LR0005
 LR0005.Superseded values are not recommended for survey control.
 LR0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0005.See file dsdata.txt to determine how the superseded data were derived.
 LR0005
 LR0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE439940(NAD 83)
 LR0005_MARKER: DB = BENCH MARK DISK
 LR0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0005_SP_SET: ABUTMENT
 LR0005_STAMPING: J 352 1953
 LR0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0005
 LR0005  HISTORY     - Date     Condition        Report By
 LR0005  HISTORY     - 1953     MONUMENTED       CGS
 LR0005
 LR0005                          STATION DESCRIPTION
 LR0005
 LR0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0005'IN BEOWAWE.
 LR0005'AT BEOWAWE, 0.2 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY
 LR0005'RAILROAD FROM THE STATION, 9-1/2 RAILS NORTHWEST OF MILEPOLE 508, AT
 LR0005'WOODEN BRIDGE 507.94, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 LR0005'CONCRETE ABUTMENT, 7.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 3-1/2
 LR0005'FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0033 ***********************************************************************
 LR0033  DESIGNATION -  J 353
 LR0033  PID         -  LR0033
 LR0033  STATE/COUNTY-  NV/ELKO
 LR0033  USGS QUAD   -  CARLIN WEST (1985)
 LR0033
 LR0033                         *CURRENT SURVEY CONTROL
 LR0033  ___________________________________________________________________
 LR0033* NAD 83(1986)-  40 41 10.     (N)    116 08 52.     (W)     SCALED    
 LR0033* NAVD 88     -      1490.970  (meters)    4891.62   (feet)  ADJUSTED  
 LR0033  ___________________________________________________________________
 LR0033  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 LR0033  DYNAMIC HT  -        1489.763 (meters)    4887.66  (feet)  COMP
 LR0033  MODELED GRAV-     979,762.6   (mgal)                       NAVD 88
 LR0033
 LR0033  VERT ORDER  -  FIRST     CLASS II
 LR0033
 LR0033.The horizontal coordinates were scaled from a topographic map and have
 LR0033.an estimated accuracy of +/- 6 seconds.
 LR0033
 LR0033.The orthometric height was determined by differential leveling
 LR0033.and adjusted by the National Geodetic Survey in June 1991..
 LR0033
 LR0033.The geoid height was determined by GEOID03.
 LR0033
 LR0033.The dynamic height is computed by dividing the NAVD 88
 LR0033.geopotential number by the normal gravity value computed on the
 LR0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0033.degrees latitude (g = 980.6199 gals.).
 LR0033
 LR0033.The modeled gravity was interpolated from observed gravity values.
 LR0033
 LR0033;                    North         East    Units  Estimated Accuracy
 LR0033;SPC NV E     - 8,658,950.      152,290.      MT  (+/- 180 meters Scaled)
 LR0033
 LR0033                          SUPERSEDED SURVEY CONTROL
 LR0033
 LR0033  NGVD 29 (??/??/92) 1489.897  (m)         4888.10   (f) ADJ UNCH    1 2
 LR0033
 LR0033.Superseded values are not recommended for survey control.
 LR0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0033.See file dsdata.txt to determine how the superseded data were derived.
 LR0033
 LR0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF720042(NAD 83)
 LR0033_MARKER: DB = BENCH MARK DISK
 LR0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0033_STAMPING: J 353 1953
 LR0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0033+STABILITY: SURFACE MOTION
 LR0033
 LR0033  HISTORY     - Date     Condition        Report By
 LR0033  HISTORY     - 1953     MONUMENTED       CGS
 LR0033
 LR0033                          STATION DESCRIPTION
 LR0033
 LR0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0033'2.8 MI SW FROM CARLIN.
 LR0033'2.8 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0033'THE STATION AT CARLIN, AT MILEAGE 531.68, AT THE CROSSING OF A
 LR0033'GRAVELED ROAD, 53.9 FEET WEST OF THE WEST RAIL, 38.6 FEET WEST OF THE
 LR0033'SOUTHWEST CORNER OF THE NORTH ONE OF TWO CATTLE GUARDS, 42 1/2 FEET
 LR0033'NORTH OF THE CENTER LINE OF THE ROAD, 15 FEET NORTHWEST OF A TELEGRAPH
 LR0033'POLE, 2.6 FEET SOUTH OF A FENCE, 1.8 FEET EAST OF A WITNESS POST,
 LR0033'ABOUT 5 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 LR0033'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0460 ***********************************************************************
 LQ0460  DESIGNATION -  J 354
 LQ0460  PID         -  LQ0460
 LQ0460  STATE/COUNTY-  NV/ELKO
 LQ0460  USGS QUAD   -  OSINO (1982)
 LQ0460
 LQ0460                         *CURRENT SURVEY CONTROL
 LQ0460  ___________________________________________________________________
 LQ0460* NAD 83(1986)-  40 56 13.     (N)    115 38 38.     (W)     SCALED    
 LQ0460* NAVD 88     -      1567.079  (meters)    5141.32   (feet)  ADJUSTED  
 LQ0460  ___________________________________________________________________
 LQ0460  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 LQ0460  DYNAMIC HT  -        1565.794 (meters)    5137.11  (feet)  COMP
 LQ0460  MODELED GRAV-     979,749.1   (mgal)                       NAVD 88
 LQ0460
 LQ0460  VERT ORDER  -  FIRST     CLASS II
 LQ0460
 LQ0460.The horizontal coordinates were scaled from a topographic map and have
 LQ0460.an estimated accuracy of +/- 6 seconds.
 LQ0460
 LQ0460.The orthometric height was determined by differential leveling
 LQ0460.and adjusted by the National Geodetic Survey in June 1991..
 LQ0460
 LQ0460.The geoid height was determined by GEOID03.
 LQ0460
 LQ0460.The dynamic height is computed by dividing the NAVD 88
 LQ0460.geopotential number by the normal gravity value computed on the
 LQ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0460.degrees latitude (g = 980.6199 gals.).
 LQ0460
 LQ0460.The modeled gravity was interpolated from observed gravity values.
 LQ0460
 LQ0460;                    North         East    Units  Estimated Accuracy
 LQ0460;SPC NV E     - 8,686,650.      194,900.      MT  (+/- 180 meters Scaled)
 LQ0460
 LQ0460                          SUPERSEDED SURVEY CONTROL
 LQ0460
 LQ0460  NGVD 29 (??/??/92) 1565.944  (m)         5137.60   (f) ADJ UNCH    1 2
 LQ0460
 LQ0460.Superseded values are not recommended for survey control.
 LQ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0460.See file dsdata.txt to determine how the superseded data were derived.
 LQ0460
 LQ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF141326(NAD 83)
 LQ0460_MARKER: DB = BENCH MARK DISK
 LQ0460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0460_SP_SET: BRIDGE
 LQ0460_STAMPING: J 354 1953
 LQ0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0460
 LQ0460  HISTORY     - Date     Condition        Report By
 LQ0460  HISTORY     - 1953     MONUMENTED       CGS
 LQ0460
 LQ0460                          STATION DESCRIPTION
 LQ0460
 LQ0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LQ0460'9.9 MI NE FROM ELKO.
 LQ0460'9.9 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LQ0460'THE STATION AT ELKO, 3-1/2 POLES WEST OF MILEPOLE 566, AT CONCRETE
 LQ0460'BRIDGE 565.89, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 LQ0460'ABUTMENT, 7.4 FEET SOUTH OF THE SOUTH RAIL, 1.7 FEET SOUTH OF THE EAST
 LQ0460'END OF A GUARDRAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0413 ***********************************************************************
 MT0413  DESIGNATION -  J 355
 MT0413  PID         -  MT0413
 MT0413  STATE/COUNTY-  NV/ELKO
 MT0413  USGS QUAD   -  DEETH (1967)
 MT0413
 MT0413                         *CURRENT SURVEY CONTROL
 MT0413  ___________________________________________________________________
 MT0413* NAD 83(1986)-  41 03 28.     (N)    115 18 07.     (W)     SCALED    
 MT0413* NAVD 88     -      1621.942  (meters)    5321.32   (feet)  ADJUSTED  
 MT0413  ___________________________________________________________________
 MT0413  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 MT0413  DYNAMIC HT  -        1620.590 (meters)    5316.89  (feet)  COMP
 MT0413  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 MT0413
 MT0413  VERT ORDER  -  FIRST     CLASS II
 MT0413
 MT0413.The horizontal coordinates were scaled from a topographic map and have
 MT0413.an estimated accuracy of +/- 6 seconds.
 MT0413
 MT0413.The orthometric height was determined by differential leveling
 MT0413.and adjusted by the National Geodetic Survey in June 1991..
 MT0413
 MT0413.The geoid height was determined by GEOID03.
 MT0413
 MT0413.The dynamic height is computed by dividing the NAVD 88
 MT0413.geopotential number by the normal gravity value computed on the
 MT0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0413.degrees latitude (g = 980.6199 gals.).
 MT0413
 MT0413.The modeled gravity was interpolated from observed gravity values.
 MT0413
 MT0413;                    North         East    Units  Estimated Accuracy
 MT0413;SPC NV E     - 8,700,100.      223,650.      MT  (+/- 180 meters Scaled)
 MT0413
 MT0413                          SUPERSEDED SURVEY CONTROL
 MT0413
 MT0413  NGVD 29 (??/??/92) 1620.759  (m)         5317.44   (f) ADJ UNCH    1 2
 MT0413
 MT0413.Superseded values are not recommended for survey control.
 MT0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0413.See file dsdata.txt to determine how the superseded data were derived.
 MT0413
 MT0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF426465(NAD 83)
 MT0413_MARKER: DB = BENCH MARK DISK
 MT0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0413_STAMPING: J 355 1953
 MT0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0413+STABILITY: SURFACE MOTION
 MT0413
 MT0413  HISTORY     - Date     Condition        Report By
 MT0413  HISTORY     - 1953     MONUMENTED       CGS
 MT0413
 MT0413                          STATION DESCRIPTION
 MT0413
 MT0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0413'1.6 MI SW FROM DEETH.
 MT0413'1.6 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0413'THE STATION AT DEETH, 4 FEET EAST OF MILEPOLE 588, 4 RAILS SOUTHWEST
 MT0413'OF A DEETH ONE MILE SIGN, 28.8 FEET NORTHWEST OF THE NORTHWEST RAIL,
 MT0413'1.1 FEET SOUTHEAST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE
 MT0413'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 MT0413'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0947 ***********************************************************************
 KR0947  DESIGNATION -  J 357
 KR0947  PID         -  KR0947
 KR0947  STATE/COUNTY-  NV/WASHOE
 KR0947  USGS QUAD   -  WASHOE CITY (1994)
 KR0947
 KR0947                         *CURRENT SURVEY CONTROL
 KR0947  ___________________________________________________________________
 KR0947* NAD 83(1986)-  39 17 39.     (N)    119 49 46.     (W)     SCALED    
 KR0947* NAVD 88     -      1561.34   (+/-2cm)    5122.5    (feet)  VERTCON   
 KR0947  ___________________________________________________________________
 KR0947  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 KR0947
 KR0947  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0947
 KR0947.The horizontal coordinates were scaled from a topographic map and have
 KR0947.an estimated accuracy of +/- 6 seconds.
 KR0947
 KR0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0947.The vertical order pertains to the NGVD 29 superseded value.
 KR0947
 KR0947.The geoid height was determined by GEOID03.
 KR0947
 KR0947;                    North         East    Units  Estimated Accuracy
 KR0947;SPC NV W     - 4,504,990.      692,510.      MT  (+/- 180 meters Scaled)
 KR0947
 KR0947                          SUPERSEDED SURVEY CONTROL
 KR0947
 KR0947  NGVD 29 (??/??/92) 1560.170  (m)         5118.66   (f) ADJ UNCH    1 2
 KR0947
 KR0947.Superseded values are not recommended for survey control.
 KR0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0947.See file dsdata.txt to determine how the superseded data were derived.
 KR0947
 KR0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD559532(NAD 83)
 KR0947_MARKER: DB = BENCH MARK DISK
 KR0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0947_STAMPING: J 357 1953
 KR0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0947+STABILITY: SURFACE MOTION
 KR0947
 KR0947  HISTORY     - Date     Condition        Report By
 KR0947  HISTORY     - 1953     MONUMENTED       CGS
 KR0947
 KR0947                          STATION DESCRIPTION
 KR0947
 KR0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0947'8.1 MI SW FROM STEAMBOAT.
 KR0947'0.1 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 KR0947'STEAMBOAT, THENCE 8.0 MILES SOUTHWEST ALONG U. S. HIGHWAY 395, AT THE
 KR0947'JUNCTION OF A DIRT ROAD LEADING WEST TO BUNDY GUEST RANCH, 117 FEET
 KR0947'NORTH OF POWER LINE POLE 44404, 47.2 FEET WEST OF THE CENTER LINE OF
 KR0947'THE HIGHWAY, 43 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET
 KR0947'EAST OF A FENCE, 2.8 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET
 KR0947'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KR0947'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1031 ***********************************************************************
 KR1031  DESIGNATION -  J 358
 KR1031  PID         -  KR1031
 KR1031  STATE/COUNTY-  NV/LYON
 KR1031  USGS QUAD   -  FLOWERY PEAK (1994)
 KR1031
 KR1031                         *CURRENT SURVEY CONTROL
 KR1031  ___________________________________________________________________
 KR1031* NAD 83(1986)-  39 16 06.     (N)    119 31 21.     (W)     SCALED    
 KR1031* NAVD 88     -      1325.84   (+/-2cm)    4349.9    (feet)  VERTCON   
 KR1031  ___________________________________________________________________
 KR1031  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KR1031
 KR1031  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1031
 KR1031.The horizontal coordinates were scaled from a topographic map and have
 KR1031.an estimated accuracy of +/- 6 seconds.
 KR1031
 KR1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1031.The vertical order pertains to the NGVD 29 superseded value.
 KR1031
 KR1031.The geoid height was determined by GEOID03.
 KR1031
 KR1031;                    North         East    Units  Estimated Accuracy
 KR1031;SPC NV W     - 4,501,810.      718,960.      MT  (+/- 180 meters Scaled)
 KR1031
 KR1031                          SUPERSEDED SURVEY CONTROL
 KR1031
 KR1031  NGVD 29 (??/??/92) 1324.795  (m)         4346.43   (f) ADJ UNCH    1 2
 KR1031
 KR1031.Superseded values are not recommended for survey control.
 KR1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1031.See file dsdata.txt to determine how the superseded data were derived.
 KR1031
 KR1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD823495(NAD 83)
 KR1031_MARKER: DB = BENCH MARK DISK
 KR1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1031_STAMPING: J 358 1953
 KR1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1031+STABILITY: SURFACE MOTION
 KR1031
 KR1031  HISTORY     - Date     Condition        Report By
 KR1031  HISTORY     - 1953     MONUMENTED       CGS
 KR1031  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1031
 KR1031                          STATION DESCRIPTION
 KR1031
 KR1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR1031'4.4 MI NE FROM DAYTON.
 KR1031'1.6 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT DAYTON,
 KR1031'THENCE 2.8 MILES NORTHEAST ALONG THE ABANDONED SOUTHERN PACIFIC
 KR1031'COMPANY RAILROAD BED, ON THE TOP OF A SMALL SANDY RIDGE, 25 1/2 FEET
 KR1031'NORTHWEST OF THE CENTER LINE OF THE RAILROAD BED, 2.2 FEET NORTH OF A
 KR1031'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE RAILROAD BED, AND SET IN
 KR1031'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KR1031
 KR1031                          STATION RECOVERY (1967)
 KR1031
 KR1031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0247 ***********************************************************************
 JR0247  DESIGNATION -  J 359
 JR0247  PID         -  JR0247
 JR0247  STATE/COUNTY-  NV/MINERAL
 JR0247  USGS QUAD   -  CANDELARIA (1982)
 JR0247
 JR0247                         *CURRENT SURVEY CONTROL
 JR0247  ___________________________________________________________________
 JR0247* NAD 83(1986)-  38 14 55.     (N)    118 06 22.     (W)     SCALED    
 JR0247* NAVD 88     -      1378.54   (+/-2cm)    4522.8    (feet)  VERTCON   
 JR0247  ___________________________________________________________________
 JR0247  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 JR0247
 JR0247  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0247
 JR0247.The horizontal coordinates were scaled from a topographic map and have
 JR0247.an estimated accuracy of +/- 6 seconds.
 JR0247
 JR0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0247.The vertical order pertains to the NGVD 29 superseded value.
 JR0247
 JR0247.The geoid height was determined by GEOID03.
 JR0247
 JR0247;                    North         East    Units  Estimated Accuracy
 JR0247;SPC NV W     - 4,388,300.      841,770.      MT  (+/- 180 meters Scaled)
 JR0247
 JR0247                          SUPERSEDED SURVEY CONTROL
 JR0247
 JR0247  NGVD 29 (??/??/92) 1377.407  (m)         4519.04   (f) ADJ UNCH    1 2
 JR0247
 JR0247.Superseded values are not recommended for survey control.
 JR0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0247.See file dsdata.txt to determine how the superseded data were derived.
 JR0247
 JR0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC032339(NAD 83)
 JR0247_MARKER: DB = BENCH MARK DISK
 JR0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0247_STAMPING: J 359 1953
 JR0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0247+STABILITY: SURFACE MOTION
 JR0247
 JR0247  HISTORY     - Date     Condition        Report By
 JR0247  HISTORY     - 1953     MONUMENTED       CGS
 JR0247
 JR0247                          STATION DESCRIPTION
 JR0247
 JR0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0247'10.4 MI S FROM MINA.
 JR0247'9.4 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 JR0247'COMPANY RAILROAD STATION AT MINA, THENCE 1.0 MILE SOUTHWEST
 JR0247'ALONG A GRAVELED ROAD ON AN ABANDONED SOUTHERN PACIFIC COMPANY
 JR0247'RAILROAD BED, ON THE NORTH SLOPE OF A ROCK AND BRUSH-COVERED HILL,
 JR0247'73 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.7 FEET NORTH
 JR0247'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET
 JR0247'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 JR0247'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0306 ***********************************************************************
 JR0306  DESIGNATION -  J 360
 JR0306  PID         -  JR0306
 JR0306  STATE/COUNTY-  NV/MINERAL
 JR0306  USGS QUAD   -  MINA NW (1982)
 JR0306
 JR0306                         *CURRENT SURVEY CONTROL
 JR0306  ___________________________________________________________________
 JR0306* NAD 83(1986)-  38 29 51.     (N)    118 10 12.     (W)     SCALED    
 JR0306* NAVD 88     -      1356.631  (meters)    4450.88   (feet)  ADJUSTED  
 JR0306  ___________________________________________________________________
 JR0306  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 JR0306  DYNAMIC HT  -        1355.255 (meters)    4446.37  (feet)  COMP
 JR0306  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 JR0306
 JR0306  VERT ORDER  -  FIRST     CLASS II
 JR0306
 JR0306.The horizontal coordinates were scaled from a topographic map and have
 JR0306.an estimated accuracy of +/- 6 seconds.
 JR0306
 JR0306.The orthometric height was determined by differential leveling
 JR0306.and adjusted by the National Geodetic Survey in June 1991..
 JR0306.WARNING-Repeat measurements at this control monument indicate possible
 JR0306.vertical movement.
 JR0306
 JR0306.The geoid height was determined by GEOID03.
 JR0306
 JR0306.The dynamic height is computed by dividing the NAVD 88
 JR0306.geopotential number by the normal gravity value computed on the
 JR0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0306.degrees latitude (g = 980.6199 gals.).
 JR0306
 JR0306.The modeled gravity was interpolated from observed gravity values.
 JR0306
 JR0306;                    North         East    Units  Estimated Accuracy
 JR0306;SPC NV W     - 4,415,900.      836,050.      MT  (+/- 180 meters Scaled)
 JR0306
 JR0306                          SUPERSEDED SURVEY CONTROL
 JR0306
 JR0306  NGVD 29 (??/??/92) 1355.511  (m)         4447.21   (f) ADJ UNCH    1 2
 JR0306
 JR0306.Superseded values are not recommended for survey control.
 JR0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0306.See file dsdata.txt to determine how the superseded data were derived.
 JR0306
 JR0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC979616(NAD 83)
 JR0306_MARKER: DB = BENCH MARK DISK
 JR0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0306_STAMPING: J 360 1953
 JR0306_MARK LOGO: CGS   
 JR0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0306+STABILITY: SURFACE MOTION
 JR0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JR0306+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2005
 JR0306
 JR0306  HISTORY     - Date     Condition        Report By
 JR0306  HISTORY     - 1953     MONUMENTED       CGS
 JR0306  HISTORY     - 1984     GOOD             NGS
 JR0306  HISTORY     - 20051109 GOOD             NVGS
 JR0306
 JR0306                          STATION DESCRIPTION
 JR0306
 JR0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0306'0.8 MI SE FROM LUNING.
 JR0306'0.8 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 JR0306'THE STATION AT LUNING, 9 1/2 FEET NORTHEAST OF MILEPOLE 409, 18.2
 JR0306'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.5 FEET SOUTHEAST OF A
 JR0306'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 JR0306'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JR0306
 JR0306                          STATION RECOVERY (1984)
 JR0306
 JR0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0306'RECOVERED IN GOOD CONDITION.  ADD ABOUT 590 FEET NORTHEAST OF THE
 JR0306'CENTERLINE OF US HIGHWAY 95.
 JR0306
 JR0306                          STATION RECOVERY (2005)
 JR0306
 JR0306'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2005 (DRH)
 JR0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0765 ***********************************************************************
 KR0765  DESIGNATION -  J 361
 KR0765  PID         -  KR0765
 KR0765  STATE/COUNTY-  NV/LYON
 KR0765  USGS QUAD   -  WABUSKA (1993)
 KR0765
 KR0765                         *CURRENT SURVEY CONTROL
 KR0765  ___________________________________________________________________
 KR0765* NAD 83(1986)-  39 10 25.     (N)    119 14 17.     (W)     SCALED    
 KR0765* NAVD 88     -      1308.02   (+/-2cm)    4291.4    (feet)  VERTCON   
 KR0765  ___________________________________________________________________
 KR0765  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 KR0765
 KR0765  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0765
 KR0765.The horizontal coordinates were scaled from a topographic map and have
 KR0765.an estimated accuracy of +/- 6 seconds.
 KR0765
 KR0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0765.The vertical order pertains to the NGVD 29 superseded value.
 KR0765
 KR0765.The geoid height was determined by GEOID03.
 KR0765
 KR0765;                    North         East    Units  Estimated Accuracy
 KR0765;SPC NV W     - 4,491,080.      743,430.      MT  (+/- 180 meters Scaled)
 KR0765
 KR0765                          SUPERSEDED SURVEY CONTROL
 KR0765
 KR0765  NGVD 29 (??/??/92) 1307.018  (m)         4288.11   (f) ADJ UNCH    1 2
 KR0765
 KR0765.Superseded values are not recommended for survey control.
 KR0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0765.See file dsdata.txt to determine how the superseded data were derived.
 KR0765
 KR0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD066384(NAD 83)
 KR0765_MARKER: DB = BENCH MARK DISK
 KR0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0765_STAMPING: J 361 1953
 KR0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0765+STABILITY: SURFACE MOTION
 KR0765
 KR0765  HISTORY     - Date     Condition        Report By
 KR0765  HISTORY     - 1953     MONUMENTED       CGS
 KR0765
 KR0765                          STATION DESCRIPTION
 KR0765
 KR0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0765'4.0 MI NW FROM WABUSKA.
 KR0765'4.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0765'THE STATION AT WABUSKA, 16 FEET WEST OF MILEPOLE 324, 9 RAILS
 KR0765'SOUTHEAST OF THE CENTER OF THE CROSSING OF A DIRT ROAD, 26.2 FEET
 KR0765'SOUTHWEST OF THE SOUTHWEST RAIL, 2.3 FEET SOUTHEAST OF A WITNESS POST,
 KR0765'ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 KR0765'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0161 ***********************************************************************
 JR0161  DESIGNATION -  J 362
 JR0161  PID         -  JR0161
 JR0161  STATE/COUNTY-  NV/MINERAL
 JR0161  USGS QUAD   -  GILLIS CANYON (1988)
 JR0161
 JR0161                         *CURRENT SURVEY CONTROL
 JR0161  ___________________________________________________________________
 JR0161* NAD 83(1986)-  38 51 44.     (N)    118 43 45.     (W)     SCALED    
 JR0161* NAVD 88     -      1268.86   (+/-2cm)    4162.9    (feet)  VERTCON   
 JR0161  ___________________________________________________________________
 JR0161  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 JR0161
 JR0161  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0161
 JR0161.The horizontal coordinates were scaled from a topographic map and have
 JR0161.an estimated accuracy of +/- 6 seconds.
 JR0161
 JR0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0161.The vertical order pertains to the NGVD 29 superseded value.
 JR0161
 JR0161.The geoid height was determined by GEOID03.
 JR0161
 JR0161;                    North         East    Units  Estimated Accuracy
 JR0161;SPC NV W     - 4,456,320.      787,340.      MT  (+/- 180 meters Scaled)
 JR0161
 JR0161                          SUPERSEDED SURVEY CONTROL
 JR0161
 JR0161  NGVD 29 (??/??/92) 1267.778  (m)         4159.37   (f) ADJ UNCH    1 2
 JR0161
 JR0161.Superseded values are not recommended for survey control.
 JR0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0161.See file dsdata.txt to determine how the superseded data were derived.
 JR0161
 JR0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD499029(NAD 83)
 JR0161_MARKER: DB = BENCH MARK DISK
 JR0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0161_STAMPING: J 362 1953
 JR0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0161+STABILITY: SURFACE MOTION
 JR0161
 JR0161  HISTORY     - Date     Condition        Report By
 JR0161  HISTORY     - 1953     MONUMENTED       CGS
 JR0161  HISTORY     - 1963     MARK NOT FOUND   USGS
 JR0161  HISTORY     - 1985     MARK NOT FOUND   USGS
 JR0161
 JR0161                          STATION DESCRIPTION
 JR0161
 JR0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0161'8.9 MI SE FROM SCHURZ.
 JR0161'8.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0161'FROM THE STATION AT SCHURZ, 2 POLES SOUTHEAST OF MILEPOLE 363,
 JR0161'NEAR THE SOUTH END OF LONG CURVE, 0.2 MILE NORTHWEST OF THE
 JR0161'CROSSING OF A GRADED ROAD, 21.4 FEET SOUTHWEST OF THE SOUTHWEST
 JR0161'RAIL, 5 1/2 FEET NORTHWEST OF A TELEGRAPH POLE, 4.5 FEET SOUTHEAST
 JR0161'OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND
 JR0161'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 JR0161'GROUND.  NOTE-- AREA IS COVERED BY DRIFTING SAND AND SOME HEAVY
 JR0161'EQUIPMENT APPEARS TO HAVE BEEN WORKING IN AREA.  SAND WAS DUG IN
 JR0161'A WIDE CIRCLE AROUND THE POLE AS DESCRIBED BUT NO MARK WAS FOUND.
 JR0161
 JR0161                          STATION RECOVERY (1963)
 JR0161
 JR0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JR0161'MARK NOT FOUND.
 JR0161
 JR0161                          STATION RECOVERY (1985)
 JR0161
 JR0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JR0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0435 ***********************************************************************
 GR0435  DESIGNATION -  J 363
 GR0435  PID         -  GR0435
 GR0435  STATE/COUNTY-  NV/CLARK
 GR0435  USGS QUAD   -  APEX (1986)
 GR0435
 GR0435                         *CURRENT SURVEY CONTROL
 GR0435  ___________________________________________________________________
 GR0435* NAD 83(1986)-  36 15 08.     (N)    114 59 25.     (W)     SCALED    
 GR0435* NAVD 88     -       584.643  (meters)    1918.12   (feet)  POSTED    
 GR0435  ___________________________________________________________________
 GR0435  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 GR0435  DYNAMIC HT  -         584.060 (meters)    1916.20  (feet)  COMP
 GR0435  MODELED GRAV-     979,612.0   (mgal)                       NAVD 88
 GR0435
 GR0435  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0435
 GR0435.The horizontal coordinates were scaled from a topographic map and have
 GR0435.an estimated accuracy of +/- 6 seconds.
 GR0435
 GR0435.The orthometric height was determined by differential leveling
 GR0435.and adjusted by the National Geodetic Survey in 1992..
 GR0435.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0435.rate of 0.0 thru 1.0 mm/km.
 GR0435
 GR0435.The geoid height was determined by GEOID03.
 GR0435
 GR0435.The dynamic height is computed by dividing the NAVD 88
 GR0435.geopotential number by the normal gravity value computed on the
 GR0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0435.degrees latitude (g = 980.6199 gals.).
 GR0435
 GR0435.The modeled gravity was interpolated from observed gravity values.
 GR0435
 GR0435;                    North         East    Units  Estimated Accuracy
 GR0435;SPC NV E     - 8,166,820.      253,300.      MT  (+/- 180 meters Scaled)
 GR0435
 GR0435                          SUPERSEDED SURVEY CONTROL
 GR0435
 GR0435  NGVD 29 (??/??/92)  583.940  (m)         1915.81   (f) ADJ UNCH    1 2
 GR0435
 GR0435.Superseded values are not recommended for survey control.
 GR0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0435.See file dsdata.txt to determine how the superseded data were derived.
 GR0435
 GR0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA805137(NAD 83)
 GR0435_MARKER: DB = BENCH MARK DISK
 GR0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0435_STAMPING: J 363 1963
 GR0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0435+STABILITY: SURFACE MOTION
 GR0435
 GR0435  HISTORY     - Date     Condition        Report By
 GR0435  HISTORY     - 1963     MONUMENTED       CGS
 GR0435  HISTORY     - 1983     GOOD             NGS
 GR0435
 GR0435                          STATION DESCRIPTION
 GR0435
 GR0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0435'11.5 MI NE FROM LAS VEGAS.
 GR0435'10.0 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 GR0435'RAILROAD STATION AT LAS VEGAS, THENCE 1.5 MILES SOUTHEAST ALONG
 GR0435'FORRESTAL BOULEVARD LEADING TO LAKE MEAD BASE, 0.45 MILE SOUTHWEST OF
 GR0435'THE MAIN GATE TO THE BASE, IN A Y JUNCTION FORMED BY OBANNON ROAD, 38
 GR0435'FEET SOUTH OF THE CENTER LINE OF THE BOULEVARD, 25 FEET NORTHWEST OF
 GR0435'THE CENTER LINE OF THE ROAD, 3 FEET SOUTHWEST OF POWER LINE POLE 5153,
 GR0435'2.1 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A
 GR0435'DISK ON THE TOP OF A 5/8 INCH COPPER COATED ROD DRIVEN TO GRADUAL
 GR0435'REFUSAL AT A DEPTH OF 16 FEET.  THE UPPER PORTION OF THE ROD IS
 GR0435'ENCASED IN A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 GR0435
 GR0435                          STATION RECOVERY (1983)
 GR0435
 GR0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1056 ***********************************************************************
 GR1056  DESIGNATION -  J 366
 GR1056  PID         -  GR1056
 GR1056  STATE/COUNTY-  NV/CLARK
 GR1056  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1056
 GR1056                         *CURRENT SURVEY CONTROL
 GR1056  ___________________________________________________________________
 GR1056* NAD 83(1986)-  36 09 57.     (N)    115 09 05.     (W)     SCALED    
 GR1056* NAVD 88     -       619.834  (meters)    2033.57   (feet)  ADJUSTED  
 GR1056  ___________________________________________________________________
 GR1056  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GR1056  DYNAMIC HT  -         619.200 (meters)    2031.49  (feet)  COMP
 GR1056  MODELED GRAV-     979,590.4   (mgal)                       NAVD 88
 GR1056
 GR1056  VERT ORDER  -  FIRST     CLASS II
 GR1056
 GR1056.The horizontal coordinates were scaled from a topographic map and have
 GR1056.an estimated accuracy of +/- 6 seconds.
 GR1056
 GR1056.The orthometric height was determined by differential leveling
 GR1056.and adjusted by the National Geodetic Survey in June 1991..
 GR1056
 GR1056.The geoid height was determined by GEOID03.
 GR1056
 GR1056.The dynamic height is computed by dividing the NAVD 88
 GR1056.geopotential number by the normal gravity value computed on the
 GR1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1056.degrees latitude (g = 980.6199 gals.).
 GR1056
 GR1056.The modeled gravity was interpolated from observed gravity values.
 GR1056
 GR1056;                    North         East    Units  Estimated Accuracy
 GR1056;SPC NV E     - 8,157,160.      238,860.      MT  (+/- 180 meters Scaled)
 GR1056
 GR1056                          SUPERSEDED SURVEY CONTROL
 GR1056
 GR1056  NGVD 29 (??/??/92)  619.556  (m)         2032.66   (f) ADJ UNCH    1 2
 GR1056
 GR1056.Superseded values are not recommended for survey control.
 GR1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1056.See file dsdata.txt to determine how the superseded data were derived.
 GR1056
 GR1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA662039(NAD 83)
 GR1056_MARKER: DB = BENCH MARK DISK
 GR1056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR1056_SP_SET: BUILDING
 GR1056_STAMPING: J 366 1963
 GR1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1056
 GR1056  HISTORY     - Date     Condition        Report By
 GR1056  HISTORY     - 1963     MONUMENTED       CGS
 GR1056  HISTORY     - 1980     GOOD             NGS
 GR1056  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1056
 GR1056                          STATION DESCRIPTION
 GR1056
 GR1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1056'0.5 MI S FROM LAS VEGAS.
 GR1056'0.5 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1056'LAS VEGAS, 14.8 FEET EAST OF THE EAST SIDE TRACK, SET VERTICALLY IN
 GR1056'THE WEST FACE OF A CONCRETE ICE PLANT AND LOADING BUILDING, 0.8 FOOT
 GR1056'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, ABOUT 1 FOOT HIGHER
 GR1056'THAN THE GROUND, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 GR1056
 GR1056                          STATION RECOVERY (1980)
 GR1056
 GR1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1056'RECOVERED IN GOOD CONDITION.
 GR1056
 GR1056                          STATION RECOVERY (1996)
 GR1056
 GR1056'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1215 ***********************************************************************
 GR1215  DESIGNATION -  J 367
 GR1215  PID         -  GR1215
 GR1215  STATE/COUNTY-  NV/CLARK
 GR1215  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1215
 GR1215                         *CURRENT SURVEY CONTROL
 GR1215  ___________________________________________________________________
 GR1215* NAD 83(1986)-  36 09 33.     (N)    115 12 36.     (W)     SCALED    
 GR1215* NAVD 88     -       673.75   (+/-2cm)    2210.5    (feet)  VERTCON   
 GR1215  ___________________________________________________________________
 GR1215  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 GR1215
 GR1215  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1215
 GR1215.The horizontal coordinates were scaled from a topographic map and have
 GR1215.an estimated accuracy of +/- 6 seconds.
 GR1215
 GR1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1215.The vertical order pertains to the NGVD 29 superseded value.
 GR1215
 GR1215.The geoid height was determined by GEOID03.
 GR1215
 GR1215;                    North         East    Units  Estimated Accuracy
 GR1215;SPC NV E     - 8,156,390.      233,590.      MT  (+/- 180 meters Scaled)
 GR1215
 GR1215                          SUPERSEDED SURVEY CONTROL
 GR1215
 GR1215  NGVD 29 (??/??/92)  673.127  (m)         2208.42   (f) ADJ UNCH    1 2
 GR1215
 GR1215.Superseded values are not recommended for survey control.
 GR1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1215.See file dsdata.txt to determine how the superseded data were derived.
 GR1215
 GR1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA610030(NAD 83)
 GR1215_MARKER: DB = BENCH MARK DISK
 GR1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1215_STAMPING: J 367 1963
 GR1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1215+STABILITY: SURFACE MOTION
 GR1215
 GR1215  HISTORY     - Date     Condition        Report By
 GR1215  HISTORY     - 1963     MONUMENTED       CGS
 GR1215  HISTORY     - 1975     MARK NOT FOUND   NGS
 GR1215  HISTORY     - 19961120 MARK NOT FOUND   USPSQD
 GR1215
 GR1215                          STATION DESCRIPTION
 GR1215
 GR1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1215'4.0 MI W FROM LAS VEGAS.
 GR1215'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1215'LAS VEGAS, THENCE 3.0 MILES WEST ALONG CHARLESTON BOULEVARD, AT THE T
 GR1215'JUNCTION OF MONTCLAIR DRIVE, 45 FEET NORTH OF THE CENTER LINE OF THE
 GR1215'NORTH LANES OF BOULEVARD, 48 FEET WEST OF THE EXTENDED CENTER LINE OF
 GR1215'THE DRIVE LEADING SOUTH, 16 1/2 FEET NORTH-NORTHEAST OF THE EAST END
 GR1215'OF A BOARD FENCE, 1 FOOT NORTH OF POWER LINE POLE 2824 WITH A GUY
 GR1215'WIRE, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROAD DRIVEN TO
 GR1215'GRADUAL REFUSAL AT A DEPTH OF 8 FEET.  THE UPPER PORTION OF THE ROD IS
 GR1215'ENCASED IN A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GR1215
 GR1215                          STATION RECOVERY (1975)
 GR1215
 GR1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GR1215'MARK NOT FOUND.
 GR1215
 GR1215                          STATION RECOVERY (1996)
 GR1215
 GR1215'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0974 ***********************************************************************
 GR0974  DESIGNATION -  J 368
 GR0974  PID         -  GR0974
 GR0974  STATE/COUNTY-  NV/CLARK
 GR0974  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0974
 GR0974                         *CURRENT SURVEY CONTROL
 GR0974  ___________________________________________________________________
 GR0974* NAD 83(1986)-  36 11 46.     (N)    115 05 54.     (W)     SCALED    
 GR0974* NAVD 88     -       556.27   (+/-2cm)    1825.0    (feet)  VERTCON   
 GR0974  ___________________________________________________________________
 GR0974  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GR0974
 GR0974  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0974
 GR0974.The horizontal coordinates were scaled from a topographic map and have
 GR0974.an estimated accuracy of +/- 6 seconds.
 GR0974
 GR0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0974.The vertical order pertains to the NGVD 29 superseded value.
 GR0974
 GR0974.The geoid height was determined by GEOID03.
 GR0974
 GR0974;                    North         East    Units  Estimated Accuracy
 GR0974;SPC NV E     - 8,160,540.      243,620.      MT  (+/- 180 meters Scaled)
 GR0974
 GR0974                          SUPERSEDED SURVEY CONTROL
 GR0974
 GR0974  NGVD 29 (??/??/92)  555.604  (m)         1822.84   (f) ADJ UNCH    1 2
 GR0974
 GR0974.Superseded values are not recommended for survey control.
 GR0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0974.See file dsdata.txt to determine how the superseded data were derived.
 GR0974
 GR0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA709073(NAD 83)
 GR0974_MARKER: DB = BENCH MARK DISK
 GR0974_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0974_SP_SET: ABUTMENT
 GR0974_STAMPING: J 368 1963
 GR0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0974
 GR0974  HISTORY     - Date     Condition        Report By
 GR0974  HISTORY     - 1963     MONUMENTED       CGS
 GR0974  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR0974
 GR0974                          STATION DESCRIPTION
 GR0974
 GR0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0974'1.75 MI E FROM NORTH LAS VEGAS.
 GR0974'1.75 MILES EAST ALONG LAKE MEAD BOULEVARD FROM THE JUNCTION OF LAS
 GR0974'VEGAS BOULEVARD AT NORTH LAS VEGAS, AT THE INTERSECTION OF PECOS
 GR0974'STREET, IN THE TOP OF THE NORTH-NORTHWEST END OF THE EAST-NORTHEAST
 GR0974'CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER A LARGE DITCH, 66 FEET
 GR0974'NORTH OF THE CENTER LINE OF THE BOULEVARD, 37 FEET WEST OF THE CENTER
 GR0974'LINE OF THE STREET, 4 FEET SOUTH-SOUTHWEST OF POWER POLE 36000, AND
 GR0974'ABOUT LEVEL WITH THE BOULEVARD.
 GR0974
 GR0974                          STATION RECOVERY (1996)
 GR0974
 GR0974'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0954 ***********************************************************************
 GR0954  DESIGNATION -  J 369
 GR0954  PID         -  GR0954
 GR0954  STATE/COUNTY-  NV/CLARK
 GR0954  USGS QUAD   -  LAS VEGAS NW (1983)
 GR0954
 GR0954                         *CURRENT SURVEY CONTROL
 GR0954  ___________________________________________________________________
 GR0954* NAD 83(1986)-  36 14 23.     (N)    115 08 05.     (W)     SCALED    
 GR0954* NAVD 88     -       601.98   (+/-2cm)    1975.0    (feet)  VERTCON   
 GR0954  ___________________________________________________________________
 GR0954  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 GR0954
 GR0954  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0954
 GR0954.The horizontal coordinates were scaled from a topographic map and have
 GR0954.an estimated accuracy of +/- 6 seconds.
 GR0954
 GR0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0954.The vertical order pertains to the NGVD 29 superseded value.
 GR0954
 GR0954.The geoid height was determined by GEOID03.
 GR0954
 GR0954;                    North         East    Units  Estimated Accuracy
 GR0954;SPC NV E     - 8,165,360.      240,320.      MT  (+/- 180 meters Scaled)
 GR0954
 GR0954                          SUPERSEDED SURVEY CONTROL
 GR0954
 GR0954  NGVD 29 (??/??/92)  601.311  (m)         1972.80   (f) ADJ UNCH    1 2
 GR0954
 GR0954.Superseded values are not recommended for survey control.
 GR0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0954.See file dsdata.txt to determine how the superseded data were derived.
 GR0954
 GR0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA676121(NAD 83)
 GR0954_MARKER: DB = BENCH MARK DISK
 GR0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0954_STAMPING: J 369 1963
 GR0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0954+STABILITY: SURFACE MOTION
 GR0954
 GR0954  HISTORY     - Date     Condition        Report By
 GR0954  HISTORY     - 1963     MONUMENTED       CGS
 GR0954  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR0954
 GR0954                          STATION DESCRIPTION
 GR0954
 GR0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0954'7.2 MI N FROM LAS VEGAS.
 GR0954'5.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0954'AT LAS VEGAS, THENCE 1.6 MILES WEST ALONG CRAIG ROAD, AT THE JUNCTION
 GR0954'OF 5TH STREET, AT THE CROSSING OF A POWER LINE, 29 FEET SOUTH OF THE
 GR0954'CENTER LINE OF THE ROAD, 141 FEET WEST OF THE CENTER LINE OF THE
 GR0954'STREET, 1 1/2 FEET WEST OF THE FIRST POWER POLE SOUTH OF THE ROAD, 1.8
 GR0954'FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND
 GR0954'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 GR0954'GROUND.
 GR0954
 GR0954                          STATION RECOVERY (1996)
 GR0954
 GR0954'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0052 ***********************************************************************
 LQ0052  DESIGNATION -  J 37
 LQ0052  PID         -  LQ0052
 LQ0052  STATE/COUNTY-  NV/ELKO
 LQ0052  USGS QUAD   -  SILVER ZONE PASS (1982)
 LQ0052
 LQ0052                         *CURRENT SURVEY CONTROL
 LQ0052  ___________________________________________________________________
 LQ0052* NAD 83(1986)-  40 54 11.     (N)    114 17 15.     (W)     SCALED    
 LQ0052* NAVD 88     -      1660.179  (meters)    5446.77   (feet)  ADJUSTED  
 LQ0052  ___________________________________________________________________
 LQ0052  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 LQ0052  DYNAMIC HT  -        1658.835 (meters)    5442.36  (feet)  COMP
 LQ0052  MODELED GRAV-     979,755.3   (mgal)                       NAVD 88
 LQ0052
 LQ0052  VERT ORDER  -  SECOND    CLASS 0
 LQ0052
 LQ0052.The horizontal coordinates were scaled from a topographic map and have
 LQ0052.an estimated accuracy of +/- 6 seconds.
 LQ0052
 LQ0052.The orthometric height was determined by differential leveling
 LQ0052.and adjusted by the National Geodetic Survey in June 1991..
 LQ0052
 LQ0052.The geoid height was determined by GEOID03.
 LQ0052
 LQ0052.The dynamic height is computed by dividing the NAVD 88
 LQ0052.geopotential number by the normal gravity value computed on the
 LQ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0052.degrees latitude (g = 980.6199 gals.).
 LQ0052
 LQ0052.The modeled gravity was interpolated from observed gravity values.
 LQ0052
 LQ0052;                    North         East    Units  Estimated Accuracy
 LQ0052;SPC NV E     - 8,683,690.      309,180.      MT  (+/- 180 meters Scaled)
 LQ0052
 LQ0052                          SUPERSEDED SURVEY CONTROL
 LQ0052
 LQ0052  NGVD 29 (??/??/92) 1659.127  (m)         5443.32   (f) ADJ UNCH    2 0
 LQ0052
 LQ0052.Superseded values are not recommended for survey control.
 LQ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0052.See file dsdata.txt to determine how the superseded data were derived.
 LQ0052
 LQ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF284315(NAD 83)
 LQ0052_MARKER: DB = BENCH MARK DISK
 LQ0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LQ0052_SP_SET: UNDERPASS
 LQ0052_STAMPING: J 37 1958
 LQ0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0052
 LQ0052  HISTORY     - Date     Condition        Report By
 LQ0052  HISTORY     - 1958     MONUMENTED       CGS
 LQ0052  HISTORY     - 1958     GOOD             NGS
 LQ0052
 LQ0052                          STATION DESCRIPTION
 LQ0052
 LQ0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LQ0052'10.8 MI E FROM SHAFTER.
 LQ0052'10.8 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 LQ0052'AT SHAFTER, ELKO COUNTY, ABOUT 300 FEET SOUTH OF THE SOUTH END OF A
 LQ0052'LARGE ROCKY CUT, AT HIGHWAY UNDERPASS 782.22, IN THE TOP OF THE
 LQ0052'NORTHWEST CORNER OF THE CONCRETE WING WALL, AND 17 FEET WEST OF THE
 LQ0052'CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1039 ***********************************************************************
 GR1039  DESIGNATION -  J 370
 GR1039  PID         -  GR1039
 GR1039  STATE/COUNTY-  NV/CLARK
 GR1039  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1039
 GR1039                         *CURRENT SURVEY CONTROL
 GR1039  ___________________________________________________________________
 GR1039* NAD 83(1986)-  36 06 04.     (N)    115 07 41.     (W)     SCALED    
 GR1039* NAVD 88     -       608.66   (+/-2cm)    1996.9    (feet)  VERTCON   
 GR1039  ___________________________________________________________________
 GR1039  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GR1039
 GR1039  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1039
 GR1039.The horizontal coordinates were scaled from a topographic map and have
 GR1039.an estimated accuracy of +/- 6 seconds.
 GR1039
 GR1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1039.The vertical order pertains to the NGVD 29 superseded value.
 GR1039
 GR1039.The geoid height was determined by GEOID03.
 GR1039
 GR1039;                    North         East    Units  Estimated Accuracy
 GR1039;SPC NV E     - 8,149,990.      240,990.      MT  (+/- 180 meters Scaled)
 GR1039
 GR1039                          SUPERSEDED SURVEY CONTROL
 GR1039
 GR1039  NGVD 29 (??/??/92)  608.002  (m)         1994.75   (f) ADJ UNCH    1 2
 GR1039
 GR1039.Superseded values are not recommended for survey control.
 GR1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1039.See file dsdata.txt to determine how the superseded data were derived.
 GR1039
 GR1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV685967(NAD 83)
 GR1039_MARKER: DB = BENCH MARK DISK
 GR1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1039_STAMPING: J 370 1963
 GR1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1039+STABILITY: SURFACE MOTION
 GR1039
 GR1039  HISTORY     - Date     Condition        Report By
 GR1039  HISTORY     - 1963     MONUMENTED       CGS
 GR1039  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GR1039  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1039
 GR1039                          STATION DESCRIPTION
 GR1039
 GR1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1039'5.2 MI W FROM EAST LAS VEGAS.
 GR1039'0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT EAST
 GR1039'LAS VEGAS, THENCE 4.65 MILES WEST ALONG TROPICANA AVENUE, AT THE
 GR1039'JUNCTION OF SPENCER STREET, 35 FEET NORTH OF THE CENTER LINE OF THE
 GR1039'AVENUE, 58 FEET WEST OF THE EXTENDED CENTER LINE OF THE STREET, 1 1/2
 GR1039'FEET EAST OF TELEPHONE POLE J 2 A - 105 3996, 1.8 FEET WEST OF A
 GR1039'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE AVENUE, AND SET IN THE TOP
 GR1039'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR1039
 GR1039                          STATION RECOVERY (1990)
 GR1039
 GR1039'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR1039'MARK NOT FOUND.
 GR1039
 GR1039                          STATION RECOVERY (1996)
 GR1039
 GR1039'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0541 ***********************************************************************
 KR0541  DESIGNATION -  J 371
 KR0541  PID         -  KR0541
 KR0541  STATE/COUNTY-  NV/CHURCHILL
 KR0541  USGS QUAD   -  SODA LAKE WEST (1985)
 KR0541
 KR0541                         *CURRENT SURVEY CONTROL
 KR0541  ___________________________________________________________________
 KR0541* NAD 83(1986)-  39 30 45.     (N)    118 56 21.     (W)     SCALED    
 KR0541* NAVD 88     -      1228.360  (meters)    4030.04   (feet)  ADJUSTED  
 KR0541  ___________________________________________________________________
 KR0541  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 KR0541  DYNAMIC HT  -        1227.300 (meters)    4026.57  (feet)  COMP
 KR0541  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 KR0541
 KR0541  VERT ORDER  -  FIRST     CLASS II
 KR0541
 KR0541.The horizontal coordinates were scaled from a topographic map and have
 KR0541.an estimated accuracy of +/- 6 seconds.
 KR0541
 KR0541.The orthometric height was determined by differential leveling
 KR0541.and adjusted by the National Geodetic Survey in June 1991..
 KR0541
 KR0541.The geoid height was determined by GEOID03.
 KR0541
 KR0541.The dynamic height is computed by dividing the NAVD 88
 KR0541.geopotential number by the normal gravity value computed on the
 KR0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0541.degrees latitude (g = 980.6199 gals.).
 KR0541
 KR0541.The modeled gravity was interpolated from observed gravity values.
 KR0541
 KR0541;                    North         East    Units  Estimated Accuracy
 KR0541;SPC NV W     - 4,528,550.      769,400.      MT  (+/- 180 meters Scaled)
 KR0541
 KR0541                          SUPERSEDED SURVEY CONTROL
 KR0541
 KR0541  NGVD 29 (??/??/92) 1227.400  (m)         4026.89   (f) ADJ UNCH    1 2
 KR0541
 KR0541.Superseded values are not recommended for survey control.
 KR0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0541.See file dsdata.txt to determine how the superseded data were derived.
 KR0541
 KR0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD332754(NAD 83)
 KR0541_MARKER: DB = BENCH MARK DISK
 KR0541_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KR0541_SP_SET: 35 FEET
 KR0541_STAMPING: J 371 1967
 KR0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0541+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 KR0541
 KR0541  HISTORY     - Date     Condition        Report By
 KR0541  HISTORY     - 1967     MONUMENTED       CGS
 KR0541  HISTORY     - 20011019 GOOD             NVGS
 KR0541
 KR0541                          STATION DESCRIPTION
 KR0541
 KR0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KR0541'7.0 MI SE FROM HAZEN.
 KR0541'ABOUT 0.4 MILE EAST ALONG THE OVERLAND ROUTE OF THE SOUTHERN PACIFIC
 KR0541'COMPANY RAILROAD FROM THE RAILROAD TOOL HOUSE AT HAZEN, THENCE 6.6
 KR0541'MILES SOUTHEAST ALONG THE FALLON BRANCH OF THE SOUTHERN PACIFIC
 KR0541'COMPANY RAILROAD, IN SECTION 15, T 19 N, R 27 E, AT THE EAST VERTEX OF
 KR0541'A TRIANGLE FORMED BY THE JUNCTION OF U.S. HIGHWAYS 95 ALTERNATE AND
 KR0541'50, 3 POLES SOUTHEAST OF MILEPOST NUMBER 295, 70 1/2 FEET SOUTHWEST OF
 KR0541'THE SOUTHWEST RAIL OF THE TRACK, 57 1/2 FEET NORTHEAST OF THE CENTER
 KR0541'LINE OF U.S. HIGHWAY 95 ALTERNATE, 26.8 FEET NORTHWEST OF
 KR0541'TRIANGULATION STATION WYE, 0.8 FOOT SOUTHEAST OF A METAL WITNESS POST,
 KR0541'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, ABOUT 3 FEET BELOW THE
 KR0541'LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 KR0541'THAT IS DRIVEN TO A DEPTH OF 35 FEET AND IS ENCASED IN A 5-INCH IRON
 KR0541'PIPE WHICH PROJECTS 4 INCHES.
 KR0541
 KR0541                          STATION RECOVERY (2001)
 KR0541
 KR0541'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0204 ***********************************************************************
 KR0204  DESIGNATION -  J 372
 KR0204  PID         -  KR0204
 KR0204  STATE/COUNTY-  NV/CHURCHILL
 KR0204  USGS QUAD   -  LAHONTAN MTS (1985)
 KR0204
 KR0204                         *CURRENT SURVEY CONTROL
 KR0204  ___________________________________________________________________
 KR0204* NAD 83(1986)-  39 25 07.     (N)    118 31 50.     (W)     SCALED    
 KR0204* NAVD 88     -      1275.800  (meters)    4185.69   (feet)  ADJUSTED  
 KR0204  ___________________________________________________________________
 KR0204  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 KR0204  DYNAMIC HT  -        1274.694 (meters)    4182.06  (feet)  COMP
 KR0204  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 KR0204
 KR0204  VERT ORDER  -  FIRST     CLASS II
 KR0204
 KR0204.The horizontal coordinates were scaled from a topographic map and have
 KR0204.an estimated accuracy of +/- 6 seconds.
 KR0204
 KR0204.The orthometric height was determined by differential leveling
 KR0204.and adjusted by the National Geodetic Survey in June 1991..
 KR0204
 KR0204.The geoid height was determined by GEOID03.
 KR0204
 KR0204.The dynamic height is computed by dividing the NAVD 88
 KR0204.geopotential number by the normal gravity value computed on the
 KR0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0204.degrees latitude (g = 980.6199 gals.).
 KR0204
 KR0204.The modeled gravity was interpolated from observed gravity values.
 KR0204
 KR0204;                    North         East    Units  Estimated Accuracy
 KR0204;SPC NV W     - 4,518,070.      804,540.      MT  (+/- 180 meters Scaled)
 KR0204
 KR0204                          SUPERSEDED SURVEY CONTROL
 KR0204
 KR0204  NGVD 29 (??/??/92) 1274.82   (m)         4182.5    (f) COMPUTED    1 2
 KR0204
 KR0204.Superseded values are not recommended for survey control.
 KR0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0204.See file dsdata.txt to determine how the superseded data were derived.
 KR0204
 KR0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD682643(NAD 83)
 KR0204_MARKER: DB = BENCH MARK DISK
 KR0204_SETTING: 66 = SET IN ROCK OUTCROP
 KR0204_SP_SET: ROCK OUTCROP
 KR0204_STAMPING: J 372 1967
 KR0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0204+STABILITY: POSITION/ELEVATION WELL
 KR0204
 KR0204  HISTORY     - Date     Condition        Report By
 KR0204  HISTORY     - 1967     MONUMENTED       CGS
 KR0204
 KR0204                          STATION DESCRIPTION
 KR0204
 KR0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KR0204'6.75 MI NE FROM SALT WELLS.
 KR0204'ABOUT 2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE
 KR0204'STATION AT SALT WELLS, THENCE 4.55 MILES NORTH ALONG A DIRT ROAD, IN
 KR0204'SECTION 17, T 18 N, R 31 E, 0.35 MILE NORTH OF A CATTLE GUARD IN AN
 KR0204'EAST-WEST FENCE LINE, 131 FEET WEST OF THE CENTER LINE OF THE ROAD,
 KR0204'SET IN THE TOP OF A ROCK OUTCROP WHICH IS ABOUT LEVEL WITH THE GROUND,
 KR0204'1.7 FEET EAST OF A METAL WITNESS POST, AND ABOUT 6 FEET ABOVE THE
 KR0204'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0768 ***********************************************************************
 HQ0768  DESIGNATION -  J 373
 HQ0768  PID         -  HQ0768
 HQ0768  STATE/COUNTY-  NV/NYE
 HQ0768  USGS QUAD   -  BREEN CREEK (1988)
 HQ0768
 HQ0768                         *CURRENT SURVEY CONTROL
 HQ0768  ___________________________________________________________________
 HQ0768* NAD 83(1986)-  37 48 47.     (N)    116 37 08.     (W)     SCALED    
 HQ0768* NAVD 88     -      1697.594  (meters)    5569.52   (feet)  ADJUSTED  
 HQ0768  ___________________________________________________________________
 HQ0768  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 HQ0768  DYNAMIC HT  -        1695.667 (meters)    5563.20  (feet)  COMP
 HQ0768  MODELED GRAV-     979,434.9   (mgal)                       NAVD 88
 HQ0768
 HQ0768  VERT ORDER  -  FIRST     CLASS II
 HQ0768
 HQ0768.The horizontal coordinates were scaled from a topographic map and have
 HQ0768.an estimated accuracy of +/- 6 seconds.
 HQ0768
 HQ0768.The orthometric height was determined by differential leveling
 HQ0768.and adjusted by the National Geodetic Survey in June 1991..
 HQ0768
 HQ0768.The geoid height was determined by GEOID03.
 HQ0768
 HQ0768.The dynamic height is computed by dividing the NAVD 88
 HQ0768.geopotential number by the normal gravity value computed on the
 HQ0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0768.degrees latitude (g = 980.6199 gals.).
 HQ0768
 HQ0768.The modeled gravity was interpolated from observed gravity values.
 HQ0768
 HQ0768;                    North         East    Units  Estimated Accuracy
 HQ0768;SPC NV C     - 6,339,860.      504,210.      MT  (+/- 180 meters Scaled)
 HQ0768
 HQ0768                          SUPERSEDED SURVEY CONTROL
 HQ0768
 HQ0768.No superseded survey control is available for this station.
 HQ0768
 HQ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB335851(NAD 83)
 HQ0768_MARKER: DB = BENCH MARK DISK
 HQ0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0768_STAMPING: J 373 1968
 HQ0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0768+STABILITY: SURFACE MOTION
 HQ0768
 HQ0768  HISTORY     - Date     Condition        Report By
 HQ0768  HISTORY     - 1968     MONUMENTED       CGS
 HQ0768
 HQ0768                          STATION DESCRIPTION
 HQ0768
 HQ0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0768'14.6 MI SE FROM TONOPAH TEST RANGE.
 HQ0768'1.1 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM POINT ABLE AT
 HQ0768'TONOPAH TEST RANGE, THENCE 3.7 MILES EAST ALONG A GRAVELED ROAD,
 HQ0768'THENCE 6.5 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.25 MILES
 HQ0768'NORTHEAST ALONG A DIRT ROAD, 1.1 MILE WEST OF STATION 17, 94
 HQ0768'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD, AT A
 HQ0768'CURVE, 38 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.7 FEET
 HQ0768'EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 HQ0768'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 HQ0768'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0286 ***********************************************************************
 LQ0286  DESIGNATION -  J 38
 LQ0286  PID         -  LQ0286
 LQ0286  STATE/COUNTY-  NV/ELKO
 LQ0286  USGS QUAD   -  TOBAR (1982)
 LQ0286
 LQ0286                         *CURRENT SURVEY CONTROL
 LQ0286  ___________________________________________________________________
 LQ0286* NAD 83(1986)-  40 57 45.     (N)    114 57 02.     (W)     SCALED    
 LQ0286* NAVD 88     -      1759.449  (meters)    5772.46   (feet)  ADJUSTED  
 LQ0286  ___________________________________________________________________
 LQ0286  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 LQ0286  DYNAMIC HT  -        1757.958 (meters)    5767.57  (feet)  COMP
 LQ0286  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 LQ0286
 LQ0286  VERT ORDER  -  SECOND    CLASS 0
 LQ0286
 LQ0286.The horizontal coordinates were scaled from a topographic map and have
 LQ0286.an estimated accuracy of +/- 6 seconds.
 LQ0286
 LQ0286.The orthometric height was determined by differential leveling
 LQ0286.and adjusted by the National Geodetic Survey in June 1991..
 LQ0286
 LQ0286.The geoid height was determined by GEOID03.
 LQ0286
 LQ0286.The dynamic height is computed by dividing the NAVD 88
 LQ0286.geopotential number by the normal gravity value computed on the
 LQ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0286.degrees latitude (g = 980.6199 gals.).
 LQ0286
 LQ0286.The modeled gravity was interpolated from observed gravity values.
 LQ0286
 LQ0286;                    North         East    Units  Estimated Accuracy
 LQ0286;SPC NV E     - 8,689,670.      253,260.      MT  (+/- 180 meters Scaled)
 LQ0286
 LQ0286                          SUPERSEDED SURVEY CONTROL
 LQ0286
 LQ0286  NGVD 29 (??/??/92) 1758.284  (m)         5768.64   (f) ADJ UNCH    2 0
 LQ0286
 LQ0286.Superseded values are not recommended for survey control.
 LQ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0286.See file dsdata.txt to determine how the superseded data were derived.
 LQ0286
 LQ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF724366(NAD 83)
 LQ0286_MARKER: DB = BENCH MARK DISK
 LQ0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0286_STAMPING: J 38 1934
 LQ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0286+STABILITY: SURFACE MOTION
 LQ0286
 LQ0286  HISTORY     - Date     Condition        Report By
 LQ0286  HISTORY     - 1934     MONUMENTED       CGS
 LQ0286
 LQ0286                          STATION DESCRIPTION
 LQ0286
 LQ0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0286'11.4 MI E FROM WELLS.
 LQ0286'11.4 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 LQ0286'AT WELLS, ELKO COUNTY, 0.1 MILE NORTH OF THE SIGNBOARD AT RUBY SIDING,
 LQ0286'138 FEET EAST OF MILEPOST 728, AND 54 FEET SOUTH OF THE CENTERLINE OF
 LQ0286'THE TRACK.  A STANDARD DISK, STAMPED J 38 1934 AND SET IN THE TOP OF A
 LQ0286'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0155 ***********************************************************************
 KR0155  DESIGNATION -  J 381
 KR0155  PID         -  KR0155
 KR0155  STATE/COUNTY-  NV/CHURCHILL
 KR0155  USGS QUAD   -  WEST GATE (1972)
 KR0155
 KR0155                         *CURRENT SURVEY CONTROL
 KR0155  ___________________________________________________________________
 KR0155* NAD 83(1986)-  39 15 42.     (N)    118 00 45.     (W)     SCALED    
 KR0155* NAVD 88     -      1461.853  (meters)    4796.10   (feet)  ADJUSTED  
 KR0155  ___________________________________________________________________
 KR0155  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 KR0155  DYNAMIC HT  -        1460.466 (meters)    4791.55  (feet)  COMP
 KR0155  MODELED GRAV-     979,627.6   (mgal)                       NAVD 88
 KR0155
 KR0155  VERT ORDER  -  FIRST     CLASS II
 KR0155
 KR0155.The horizontal coordinates were scaled from a topographic map and have
 KR0155.an estimated accuracy of +/- 6 seconds.
 KR0155
 KR0155.The orthometric height was determined by differential leveling
 KR0155.and adjusted by the National Geodetic Survey in June 1991..
 KR0155
 KR0155.The geoid height was determined by GEOID03.
 KR0155
 KR0155.The dynamic height is computed by dividing the NAVD 88
 KR0155.geopotential number by the normal gravity value computed on the
 KR0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0155.degrees latitude (g = 980.6199 gals.).
 KR0155
 KR0155.The modeled gravity was interpolated from observed gravity values.
 KR0155
 KR0155;                    North         East    Units  Estimated Accuracy
 KR0155;SPC NV W     - 4,500,800.      849,260.      MT  (+/- 180 meters Scaled)
 KR0155
 KR0155                          SUPERSEDED SURVEY CONTROL
 KR0155
 KR0155  NGVD 29 (??/??/92) 1460.730  (m)         4792.41   (f) ADJ UNCH    1 2
 KR0155
 KR0155.Superseded values are not recommended for survey control.
 KR0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0155.See file dsdata.txt to determine how the superseded data were derived.
 KR0155
 KR0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD126463(NAD 83)
 KR0155_MARKER: DB = BENCH MARK DISK
 KR0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0155_STAMPING: J 381 1955
 KR0155_MARK LOGO: CGS   
 KR0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0155+STABILITY: SURFACE MOTION
 KR0155
 KR0155  HISTORY     - Date     Condition        Report By
 KR0155  HISTORY     - 1955     MONUMENTED       CGS
 KR0155  HISTORY     - 1967     GOOD             NGS
 KR0155  HISTORY     - 1984     GOOD             NGS
 KR0155
 KR0155                          STATION DESCRIPTION
 KR0155
 KR0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0155'10.35 MI W FROM EASTGATE.
 KR0155'ABOUT 8.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0155'EASTGATE, THENCE 2.15 MILES SOUTH ALONG STATE HIGHWAY 23, 127 FEET
 KR0155'SOUTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A DIM TRAIL
 KR0155'ROAD, 76 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET
 KR0155'SOUTHEAST OF THE CENTER LINE OF THE DIM TRAIL ROAD, 1.0 FOOT NORTH OF
 KR0155'A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 KR0155'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.
 KR0155
 KR0155                          STATION RECOVERY (1984)
 KR0155
 KR0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KR0155'RECOVERED IN GOOD CONDITION.  NEW ROUTE TO BM FOLLOWS.  7.9 KM
 KR0155'(4.9 MI) WEST ALONG STATE HIGHWAY 722 FROM THE SERVICE STATION AND BAR
 KR0155'AT EASTGATE, THENCE 5.0 KM (3.1 MI) WEST ALONG US HIGHWAY 50, THENCE
 KR0155'3.5 KM (2.2 MI) SOUTH ALONG STATE HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0346 ***********************************************************************
 KQ0346  DESIGNATION -  J 382
 KQ0346  PID         -  KQ0346
 KQ0346  STATE/COUNTY-  NV/NYE
 KQ0346  USGS QUAD   -  QUARTZ MTN (1980)
 KQ0346
 KQ0346                         *CURRENT SURVEY CONTROL
 KQ0346  ___________________________________________________________________
 KQ0346* NAD 83(1986)-  39 02 24.     (N)    117 59 56.     (W)     SCALED    
 KQ0346* NAVD 88     -      1588.732  (meters)    5212.36   (feet)  ADJUSTED  
 KQ0346  ___________________________________________________________________
 KQ0346  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 KQ0346  DYNAMIC HT  -        1587.166 (meters)    5207.23  (feet)  COMP
 KQ0346  MODELED GRAV-     979,586.1   (mgal)                       NAVD 88
 KQ0346
 KQ0346  VERT ORDER  -  FIRST     CLASS II
 KQ0346
 KQ0346.The horizontal coordinates were scaled from a topographic map and have
 KQ0346.an estimated accuracy of +/- 6 seconds.
 KQ0346
 KQ0346.The orthometric height was determined by differential leveling
 KQ0346.and adjusted by the National Geodetic Survey in June 1991..
 KQ0346
 KQ0346.The geoid height was determined by GEOID03.
 KQ0346
 KQ0346.The dynamic height is computed by dividing the NAVD 88
 KQ0346.geopotential number by the normal gravity value computed on the
 KQ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0346.degrees latitude (g = 980.6199 gals.).
 KQ0346
 KQ0346.The modeled gravity was interpolated from observed gravity values.
 KQ0346
 KQ0346;                    North         East    Units  Estimated Accuracy
 KQ0346;SPC NV C     - 6,476,880.      384,670.      MT  (+/- 180 meters Scaled)
 KQ0346
 KQ0346                          SUPERSEDED SURVEY CONTROL
 KQ0346
 KQ0346  NGVD 29 (??/??/92) 1587.645  (m)         5208.80   (f) ADJ UNCH    1 2
 KQ0346
 KQ0346.Superseded values are not recommended for survey control.
 KQ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0346.See file dsdata.txt to determine how the superseded data were derived.
 KQ0346
 KQ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD135216(NAD 83)
 KQ0346_MARKER: DB = BENCH MARK DISK
 KQ0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0346_STAMPING: J 382 1955
 KQ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0346+STABILITY: SURFACE MOTION
 KQ0346
 KQ0346  HISTORY     - Date     Condition        Report By
 KQ0346  HISTORY     - 1955     MONUMENTED       CGS
 KQ0346  HISTORY     - 1984     GOOD             NGS
 KQ0346
 KQ0346                          STATION DESCRIPTION
 KQ0346
 KQ0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0346'13.7 MI N FROM GABBS.
 KQ0346'0.3 MILE NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 KQ0346'THENCE 6.3 MILES NORTH ALONG STATE HIGHWAY 23, THENCE 0.3 MILE
 KQ0346'NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTHWEST ALONG A
 KQ0346'GRADED ROAD, THENCE 6.1 MILES NORTH ALONG A TRACK ROAD, 1.0 MILE
 KQ0346'SOUTHEAST OF THE ABANDONDED VILLAGE OF BROKEN HILLS AND B.M. B 131,
 KQ0346'0.4 MILE SOUTHEAST OF THE NYE-MINERAL COUNTY LINE, ON THE TOP OF A LOW
 KQ0346'BARREN RIDGE BETWEEN TWO DRY WASHES, 37 1/2 FEET NORTHEAST OF THE
 KQ0346'CENTER LINE OF THE ROAD, 1.5 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1
 KQ0346'1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KQ0346'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KQ0346
 KQ0346                          STATION RECOVERY (1984)
 KQ0346
 KQ0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0097 ***********************************************************************
 KR0097  DESIGNATION -  J 383
 KR0097  PID         -  KR0097
 KR0097  STATE/COUNTY-  NV/CHURCHILL
 KR0097  USGS QUAD   -  WEST GATE (1972)
 KR0097
 KR0097                         *CURRENT SURVEY CONTROL
 KR0097  ___________________________________________________________________
 KR0097* NAD 83(1986)-  39 17 28.     (N)    118 04 01.     (W)     SCALED    
 KR0097* NAVD 88     -      1363.115  (meters)    4472.15   (feet)  ADJUSTED  
 KR0097  ___________________________________________________________________
 KR0097  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 KR0097  DYNAMIC HT  -        1361.858 (meters)    4468.03  (feet)  COMP
 KR0097  MODELED GRAV-     979,657.8   (mgal)                       NAVD 88
 KR0097
 KR0097  VERT ORDER  -  FIRST     CLASS II
 KR0097
 KR0097.The horizontal coordinates were scaled from a topographic map and have
 KR0097.an estimated accuracy of +/- 6 seconds.
 KR0097
 KR0097.The orthometric height was determined by differential leveling
 KR0097.and adjusted by the National Geodetic Survey in June 1991..
 KR0097
 KR0097.The geoid height was determined by GEOID03.
 KR0097
 KR0097.The dynamic height is computed by dividing the NAVD 88
 KR0097.geopotential number by the normal gravity value computed on the
 KR0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0097.degrees latitude (g = 980.6199 gals.).
 KR0097
 KR0097.The modeled gravity was interpolated from observed gravity values.
 KR0097
 KR0097;                    North         East    Units  Estimated Accuracy
 KR0097;SPC NV W     - 4,504,040.      844,550.      MT  (+/- 180 meters Scaled)
 KR0097
 KR0097                          SUPERSEDED SURVEY CONTROL
 KR0097
 KR0097  NGVD 29 (??/??/92) 1362.034  (m)         4468.61   (f) ADJ UNCH    1 2
 KR0097
 KR0097.Superseded values are not recommended for survey control.
 KR0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0097.See file dsdata.txt to determine how the superseded data were derived.
 KR0097
 KR0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD079496(NAD 83)
 KR0097_MARKER: DB = BENCH MARK DISK
 KR0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0097_SP_SET: CULVERT
 KR0097_STAMPING: J 383 1955
 KR0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0097
 KR0097  HISTORY     - Date     Condition        Report By
 KR0097  HISTORY     - 1955     MONUMENTED       CGS
 KR0097  HISTORY     - 1967     MARK NOT FOUND   NGS
 KR0097  HISTORY     - 1984     MARK NOT FOUND   NGS
 KR0097
 KR0097                          STATION DESCRIPTION
 KR0097
 KR0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0097'10.4 MI W FROM EASTGATE.
 KR0097'10.4 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE BAR AND SERVICE STATION
 KR0097'AT EASTGATE, 213 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD
 KR0097'LEADING NORTH TO A MINE, AT A 10- BY 4-FOOT CONCRETE BOX CULVERT, IN
 KR0097'THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL, 15.9 FEET
 KR0097'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN
 KR0097'THE HIGHWAY.
 KR0097
 KR0097                          STATION RECOVERY (1967)
 KR0097
 KR0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KR0097'MARK NOT FOUND.
 KR0097
 KR0097                          STATION RECOVERY (1984)
 KR0097
 KR0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KR0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0098 ***********************************************************************
 KR0098  DESIGNATION -  J 383 RESET
 KR0098  PID         -  KR0098
 KR0098  STATE/COUNTY-  NV/CHURCHILL
 KR0098  USGS QUAD   -  WEST GATE (1972)
 KR0098
 KR0098                         *CURRENT SURVEY CONTROL
 KR0098  ___________________________________________________________________
 KR0098* NAD 83(1986)-  39 17 28.     (N)    118 04 01.     (W)     SCALED    
 KR0098* NAVD 88     -      1365.326  (meters)    4479.41   (feet)  ADJUSTED  
 KR0098  ___________________________________________________________________
 KR0098  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 KR0098  DYNAMIC HT  -        1364.067 (meters)    4475.28  (feet)  COMP
 KR0098  MODELED GRAV-     979,657.8   (mgal)                       NAVD 88
 KR0098
 KR0098  VERT ORDER  -  FIRST     CLASS II
 KR0098
 KR0098.The horizontal coordinates were scaled from a topographic map and have
 KR0098.an estimated accuracy of +/- 6 seconds.
 KR0098
 KR0098.The orthometric height was determined by differential leveling
 KR0098.and adjusted by the National Geodetic Survey in June 1991..
 KR0098.WARNING-Repeat measurements at this control monument indicate possible
 KR0098.vertical movement.
 KR0098
 KR0098.The geoid height was determined by GEOID03.
 KR0098
 KR0098.The dynamic height is computed by dividing the NAVD 88
 KR0098.geopotential number by the normal gravity value computed on the
 KR0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0098.degrees latitude (g = 980.6199 gals.).
 KR0098
 KR0098.The modeled gravity was interpolated from observed gravity values.
 KR0098
 KR0098;                    North         East    Units  Estimated Accuracy
 KR0098;SPC NV W     - 4,504,040.      844,550.      MT  (+/- 180 meters Scaled)
 KR0098
 KR0098                          SUPERSEDED SURVEY CONTROL
 KR0098
 KR0098  NGVD 29 (??/??/92) 1364.334  (m)         4476.15   (f) ADJ UNCH    1 2
 KR0098
 KR0098.Superseded values are not recommended for survey control.
 KR0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0098.See file dsdata.txt to determine how the superseded data were derived.
 KR0098
 KR0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD079496(NAD 83)
 KR0098_MARKER: DD = SURVEY DISK
 KR0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0098_SP_SET: CONCRETE POST
 KR0098_STAMPING: J 383 RESET 1961
 KR0098_MARK LOGO: NVDH  
 KR0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0098+STABILITY: SURFACE MOTION
 KR0098
 KR0098  HISTORY     - Date     Condition        Report By
 KR0098  HISTORY     - 1961     MONUMENTED       NVDH
 KR0098  HISTORY     - 1967     GOOD             NGS
 KR0098  HISTORY     - 1984     GOOD             NGS
 KR0098  HISTORY     - 1986     GOOD             NGS
 KR0098
 KR0098                          STATION DESCRIPTION
 KR0098
 KR0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0098'10.1 MI W FROM EASTGATE.
 KR0098'ABOUT 10.1 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION
 KR0098'AT EASTGATE, IN SECTION 32, T 17 N, R 35 E, 69 FEET SOUTH OF THE
 KR0098'CENTER LINE OF THE HIGHWAY, 160 1/2 FEET SOUTHEAST OF THE EAST END OF
 KR0098'THE SOUTH HEAD WALL OF A LARGE CORRUGATED METAL CULVERT, 9.6 FEET
 KR0098'SOUTHWEST OF BENCH MARK H 401+00.00 (NSHD), 1.3 FEET SOUTH OF A WOODEN
 KR0098'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, A NEVADA
 KR0098'STATE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A CONCRETE POST ABOUT
 KR0098'LEVEL WITH THE GROUND.
 KR0098
 KR0098                          STATION RECOVERY (1984)
 KR0098
 KR0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KR0098'RECOVERED IN GOOD CONDITION.
 KR0098
 KR0098                          STATION RECOVERY (1986)
 KR0098
 KR0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0098'RECOVERED IN GOOD CONDITION EXCEPT THAT THE MARK IS NOW
 KR0098'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0230 ***********************************************************************
 KQ0230  DESIGNATION -  J 384
 KQ0230  PID         -  KQ0230
 KQ0230  STATE/COUNTY-  NV/LANDER
 KQ0230  USGS QUAD   -  WEST OF AUSTIN (1988)
 KQ0230
 KQ0230                         *CURRENT SURVEY CONTROL
 KQ0230  ___________________________________________________________________
 KQ0230* NAD 83(1986)-  39 26 18.     (N)    117 13 49.     (W)     SCALED    
 KQ0230* NAVD 88     -      1750.876  (meters)    5744.33   (feet)  ADJUSTED  
 KQ0230  ___________________________________________________________________
 KQ0230  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 KQ0230  DYNAMIC HT  -        1749.106 (meters)    5738.53  (feet)  COMP
 KQ0230  MODELED GRAV-     979,554.7   (mgal)                       NAVD 88
 KQ0230
 KQ0230  VERT ORDER  -  FIRST     CLASS II
 KQ0230
 KQ0230.The horizontal coordinates were scaled from a topographic map and have
 KQ0230.an estimated accuracy of +/- 6 seconds.
 KQ0230
 KQ0230.The orthometric height was determined by differential leveling
 KQ0230.and adjusted by the National Geodetic Survey in June 1991..
 KQ0230.WARNING-Repeat measurements at this control monument indicate possible
 KQ0230.vertical movement.
 KQ0230
 KQ0230.The geoid height was determined by GEOID03.
 KQ0230
 KQ0230.The dynamic height is computed by dividing the NAVD 88
 KQ0230.geopotential number by the normal gravity value computed on the
 KQ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0230.degrees latitude (g = 980.6199 gals.).
 KQ0230
 KQ0230.The modeled gravity was interpolated from observed gravity values.
 KQ0230
 KQ0230;                    North         East    Units  Estimated Accuracy
 KQ0230;SPC NV C     - 6,520,410.      451,480.      MT  (+/- 180 meters Scaled)
 KQ0230
 KQ0230                          SUPERSEDED SURVEY CONTROL
 KQ0230
 KQ0230  NGVD 29 (??/??/92) 1749.633  (m)         5740.25   (f) ADJ UNCH    1 2
 KQ0230
 KQ0230.Superseded values are not recommended for survey control.
 KQ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0230.See file dsdata.txt to determine how the superseded data were derived.
 KQ0230
 KQ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD801654(NAD 83)
 KQ0230_MARKER: DB = BENCH MARK DISK
 KQ0230_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KQ0230_STAMPING: J 384 1955
 KQ0230_MARK LOGO: CGS   
 KQ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0230+STABILITY: SURFACE MOTION
 KQ0230
 KQ0230  HISTORY     - Date     Condition        Report By
 KQ0230  HISTORY     - 1955     MONUMENTED       CGS
 KQ0230  HISTORY     - 1985     GOOD             NGS
 KQ0230
 KQ0230                          STATION DESCRIPTION
 KQ0230
 KQ0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0230'10.1 MI SW FROM AUSTIN.
 KQ0230'10.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0230'AT AUSTIN, AT A 36-INCH CONCRETE PIPE CULVERT, IN THE TOP OF THE
 KQ0230'APPROXIMATE CENTER OF THE NORTHWEST CONCRETE HEAD WALL, 30.8 FEET
 KQ0230'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 1/2 FEET
 KQ0230'LOWER THAN THE HIGHWAY.
 KQ0230
 KQ0230                          STATION RECOVERY (1985)
 KQ0230
 KQ0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0230'RECOVERED IN GOOD CONDITION.  NEW ROUTE TO BM FOLLOWS.  5.1 KM
 KQ0230'(3.2 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0230'AUSTIN, THENCE 11.62 KM (7.22 MI) SOUTHWEST ALONG STATE HIGHWAY 722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0149 ***********************************************************************
 KQ0149  DESIGNATION -  J 385
 KQ0149  PID         -  KQ0149
 KQ0149  STATE/COUNTY-  NV/LANDER
 KQ0149  USGS QUAD   -  VIGUS BUTTE (1982)
 KQ0149
 KQ0149                         *CURRENT SURVEY CONTROL
 KQ0149  ___________________________________________________________________
 KQ0149* NAD 83(1986)-  39 30 34.     (N)    117 10 11.     (W)     SCALED    
 KQ0149* NAVD 88     -      1734.561  (meters)    5690.81   (feet)  ADJUSTED  
 KQ0149  ___________________________________________________________________
 KQ0149  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 KQ0149  DYNAMIC HT  -        1732.815 (meters)    5685.08  (feet)  COMP
 KQ0149  MODELED GRAV-     979,559.4   (mgal)                       NAVD 88
 KQ0149
 KQ0149  VERT ORDER  -  FIRST     CLASS II
 KQ0149
 KQ0149.The horizontal coordinates were scaled from a topographic map and have
 KQ0149.an estimated accuracy of +/- 6 seconds.
 KQ0149
 KQ0149.The orthometric height was determined by differential leveling
 KQ0149.and adjusted by the National Geodetic Survey in June 1991..
 KQ0149
 KQ0149.The geoid height was determined by GEOID03.
 KQ0149
 KQ0149.The dynamic height is computed by dividing the NAVD 88
 KQ0149.geopotential number by the normal gravity value computed on the
 KQ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0149.degrees latitude (g = 980.6199 gals.).
 KQ0149
 KQ0149.The modeled gravity was interpolated from observed gravity values.
 KQ0149
 KQ0149;                    North         East    Units  Estimated Accuracy
 KQ0149;SPC NV C     - 6,528,270.      456,740.      MT  (+/- 180 meters Scaled)
 KQ0149
 KQ0149                          SUPERSEDED SURVEY CONTROL
 KQ0149
 KQ0149  NGVD 29 (??/??/92) 1733.309  (m)         5686.70   (f) ADJ UNCH    1 2
 KQ0149
 KQ0149.Superseded values are not recommended for survey control.
 KQ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0149.See file dsdata.txt to determine how the superseded data were derived.
 KQ0149
 KQ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD854733(NAD 83)
 KQ0149_MARKER: DB = BENCH MARK DISK
 KQ0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0149_STAMPING: J 385 1955
 KQ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0149+STABILITY: SURFACE MOTION
 KQ0149
 KQ0149  HISTORY     - Date     Condition        Report By
 KQ0149  HISTORY     - 1955     MONUMENTED       CGS
 KQ0149
 KQ0149                          STATION DESCRIPTION
 KQ0149
 KQ0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0149'5.9 MI W FROM AUSTIN.
 KQ0149'3.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0149'AUSTIN, THENCE 2.7 MILES NORTHWEST ALONG THE ABANDONED NEVADA CENTRAL
 KQ0149'RAILROAD BED, 0.15 MILE SOUTHEAST OF THE CROSSING OF A FENCE, AT THE
 KQ0149'CROSSING OF A DIRT ROAD, ON THE NORTHEAST SLOPE OF A LOW RIDGE, ON THE
 KQ0149'SOUTHWEST SIDE OF A LARGE MEADOW OF THE REESE RIVER, 104 FEET
 KQ0149'SOUTHWEST OF THE CENTER LINE OF THE RAILROAD BED, 61 FEET SOUTHWEST OF
 KQ0149'THE 2ND. TELEPHONE POLE NORTHWEST OF THE CROSSING OF THE DIRT ROAD,
 KQ0149'1.9 FEET NORTH OF A WITNESS POST, ABOUT 9 FEET HIGHER THAN THE
 KQ0149'RAILROAD BED, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 KQ0149'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0084 ***********************************************************************
 KR0084  DESIGNATION -  J 386
 KR0084  PID         -  KR0084
 KR0084  STATE/COUNTY-  NV/CHURCHILL
 KR0084  USGS QUAD   -  PIROUETTE MTN (1972)
 KR0084
 KR0084                         *CURRENT SURVEY CONTROL
 KR0084  ___________________________________________________________________
 KR0084* NAD 83(1986)-  39 23 59.     (N)    118 09 43.     (W)     SCALED    
 KR0084* NAVD 88     -      1240.533  (meters)    4069.98   (feet)  ADJUSTED  
 KR0084  ___________________________________________________________________
 KR0084  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 KR0084  DYNAMIC HT  -        1239.433 (meters)    4066.37  (feet)  COMP
 KR0084  MODELED GRAV-     979,698.1   (mgal)                       NAVD 88
 KR0084
 KR0084  VERT ORDER  -  FIRST     CLASS II
 KR0084
 KR0084.The horizontal coordinates were scaled from a topographic map and have
 KR0084.an estimated accuracy of +/- 6 seconds.
 KR0084
 KR0084.The orthometric height was determined by differential leveling
 KR0084.and adjusted by the National Geodetic Survey in June 1991..
 KR0084
 KR0084.The geoid height was determined by GEOID03.
 KR0084
 KR0084.The dynamic height is computed by dividing the NAVD 88
 KR0084.geopotential number by the normal gravity value computed on the
 KR0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0084.degrees latitude (g = 980.6199 gals.).
 KR0084
 KR0084.The modeled gravity was interpolated from observed gravity values.
 KR0084
 KR0084;                    North         East    Units  Estimated Accuracy
 KR0084;SPC NV W     - 4,516,060.      836,290.      MT  (+/- 180 meters Scaled)
 KR0084
 KR0084                          SUPERSEDED SURVEY CONTROL
 KR0084
 KR0084  NGVD 29 (??/??/92) 1239.505  (m)         4066.61   (f) ADJ UNCH    1 2
 KR0084
 KR0084.Superseded values are not recommended for survey control.
 KR0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0084.See file dsdata.txt to determine how the superseded data were derived.
 KR0084
 KR0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD999617(NAD 83)
 KR0084_MARKER: DB = BENCH MARK DISK
 KR0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0084_STAMPING: J 386 1955
 KR0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0084+STABILITY: SURFACE MOTION
 KR0084
 KR0084  HISTORY     - Date     Condition        Report By
 KR0084  HISTORY     - 1955     MONUMENTED       CGS
 KR0084  HISTORY     - 1972     GOOD             USGS
 KR0084
 KR0084                          STATION DESCRIPTION
 KR0084
 KR0084'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KR0084'13.8 MI NE FROM FRENCHMEN STATION.
 KR0084'5.8 MI. EAST ALONG US HWY 50 FROM THE SERVICE STATION AT FRENCHMEN
 KR0084'STATION, THENCE 7.9 MI. NORTH (TOWARDS DIXIE VALLEY) ALONG THE NEW
 KR0084'COUNTY GRADED ROAD, THENCE 0.1 MI EAST TO BENCH MARK.  BENCH MARK IS
 KR0084'ABOUT 570 FT. EAST OF THE NEW COUNTY ROAD, ABOUT 57 FT. EAST AND LEVEL
 KR0084'WITH THE OLD COUNTY ROAD.  SET ON THE TOP OF A CONCRETE POST WHICH
 KR0084'PROJECTS 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0018 ***********************************************************************
 KR0018  DESIGNATION -  J 387
 KR0018  PID         -  KR0018
 KR0018  STATE/COUNTY-  NV/CHURCHILL
 KR0018  USGS QUAD   -  I X L CANYON (1980)
 KR0018
 KR0018                         *CURRENT SURVEY CONTROL
 KR0018  ___________________________________________________________________
 KR0018* NAD 83(1986)-  39 39 49.     (N)    118 10 27.     (W)     SCALED    
 KR0018* NAVD 88     -      1167.818  (meters)    3831.42   (feet)  ADJUSTED  
 KR0018  ___________________________________________________________________
 KR0018  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 KR0018  DYNAMIC HT  -        1166.834 (meters)    3828.19  (feet)  COMP
 KR0018  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 KR0018
 KR0018  VERT ORDER  -  FIRST     CLASS II
 KR0018
 KR0018.The horizontal coordinates were scaled from a topographic map and have
 KR0018.an estimated accuracy of +/- 6 seconds.
 KR0018
 KR0018.The orthometric height was determined by differential leveling
 KR0018.and adjusted by the National Geodetic Survey in June 1991..
 KR0018
 KR0018.The geoid height was determined by GEOID03.
 KR0018
 KR0018.The dynamic height is computed by dividing the NAVD 88
 KR0018.geopotential number by the normal gravity value computed on the
 KR0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0018.degrees latitude (g = 980.6199 gals.).
 KR0018
 KR0018.The modeled gravity was interpolated from observed gravity values.
 KR0018
 KR0018;                    North         East    Units  Estimated Accuracy
 KR0018;SPC NV W     - 4,545,350.      835,110.      MT  (+/- 180 meters Scaled)
 KR0018
 KR0018                          SUPERSEDED SURVEY CONTROL
 KR0018
 KR0018  NGVD 29 (??/??/92) 1166.860  (m)         3828.27   (f) ADJ UNCH    1 2
 KR0018
 KR0018.Superseded values are not recommended for survey control.
 KR0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0018.See file dsdata.txt to determine how the superseded data were derived.
 KR0018
 KR0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD992910(NAD 83)
 KR0018_MARKER: DB = BENCH MARK DISK
 KR0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0018_STAMPING: J 387 1955
 KR0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0018+STABILITY: SURFACE MOTION
 KR0018
 KR0018  HISTORY     - Date     Condition        Report By
 KR0018  HISTORY     - 1955     MONUMENTED       CGS
 KR0018
 KR0018                          STATION DESCRIPTION
 KR0018
 KR0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0018'34.8 MI N FROM FRENCHMAN STATION.
 KR0018'5.0 MILES EAST ALONG U. S. HIGHWAY 50 FROM FRENCHMAN STATION, THENCE
 KR0018'28.0 MILES NORTH ALONG A COUNTY GRADED ROAD LEADING TO DIXIE VALLEY,
 KR0018'THENCE 1.8 MILES SOUTHWEST ALONG A TRACK ROAD LEADING TO I X L CANYON,
 KR0018'0.2 MILE EAST OF THE Y JUNCTION OF A GRADED ROAD LEADING NORTHEAST, AT
 KR0018'THE NORTHEAST END OF A SANDY RIDGE, 25 1/2 FEET SOUTHEAST OF THE
 KR0018'CENTER LINE OF THE ROAD, 2.0 FEET NORTHEAST OF A WITNESS POST, ABOUT 3
 KR0018'1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KR0018'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0336 ***********************************************************************
 KR0336  DESIGNATION -  J 388
 KR0336  PID         -  KR0336
 KR0336  STATE/COUNTY-  NV/CHURCHILL
 KR0336  USGS QUAD   -  FALLON (1985)
 KR0336
 KR0336                         *CURRENT SURVEY CONTROL
 KR0336  ___________________________________________________________________
 KR0336* NAD 83(1986)-  39 24 19.     (N)    118 46 54.     (W)     SCALED    
 KR0336* NAVD 88     -      1204.179  (meters)    3950.71   (feet)  ADJUSTED  
 KR0336  ___________________________________________________________________
 KR0336  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 KR0336  DYNAMIC HT  -        1203.127 (meters)    3947.26  (feet)  COMP
 KR0336  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 KR0336
 KR0336  VERT ORDER  -  FIRST     CLASS II
 KR0336
 KR0336.The horizontal coordinates were scaled from a topographic map and have
 KR0336.an estimated accuracy of +/- 6 seconds.
 KR0336
 KR0336.The orthometric height was determined by differential leveling
 KR0336.and adjusted by the National Geodetic Survey in June 1991..
 KR0336
 KR0336.The geoid height was determined by GEOID03.
 KR0336
 KR0336.The dynamic height is computed by dividing the NAVD 88
 KR0336.geopotential number by the normal gravity value computed on the
 KR0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0336.degrees latitude (g = 980.6199 gals.).
 KR0336
 KR0336.The modeled gravity was interpolated from observed gravity values.
 KR0336
 KR0336;                    North         East    Units  Estimated Accuracy
 KR0336;SPC NV W     - 4,516,610.      782,920.      MT  (+/- 180 meters Scaled)
 KR0336
 KR0336                          SUPERSEDED SURVEY CONTROL
 KR0336
 KR0336  NGVD 29 (??/??/92) 1203.212  (m)         3947.54   (f) ADJ UNCH    1 2
 KR0336
 KR0336.Superseded values are not recommended for survey control.
 KR0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0336.See file dsdata.txt to determine how the superseded data were derived.
 KR0336
 KR0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD466632(NAD 83)
 KR0336_MARKER: DB = BENCH MARK DISK
 KR0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0336_SP_SET: FOUNDATION
 KR0336_STAMPING: J 388 1955
 KR0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0336
 KR0336  HISTORY     - Date     Condition        Report By
 KR0336  HISTORY     - 1955     MONUMENTED       CGS
 KR0336  HISTORY     - 1967     GOOD             NGS
 KR0336
 KR0336                          STATION DESCRIPTION
 KR0336
 KR0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0336'5.0 MI S FROM FALLON.
 KR0336'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0336'FROM THE CITY HALL AT FALLON, THENCE 4.95 MILES SOUTH ALONG U.S.
 KR0336'HIGHWAY 95, IN SECTION 24, T 18 N, R 28 E, AT THE JUNCTION OF THE
 KR0336'HIGHWAY AND A PAVED ROAD WHICH LEADS EAST TO THE FALLON NAVAL
 KR0336'AUXILIARY AIR STATION, 46 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KR0336'165 FEET NORTH OF THE EXTENDED CENTER LINE OF THE PAVED ROAD, SET IN
 KR0336'THE TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A 24-INCH
 KR0336'CORRUGATED METAL CULVERT, 14 FEET SOUTH OF THE SOUTHWEST CORNER OF AN
 KR0336'ABANDONED CONCRETE FOUNDATION, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 KR0336'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0038 ***********************************************************************
 KR0038  DESIGNATION -  J 389
 KR0038  PID         -  KR0038
 KR0038  STATE/COUNTY-  NV/CHURCHILL
 KR0038  USGS QUAD   -  COX CANYON (1969)
 KR0038
 KR0038                         *CURRENT SURVEY CONTROL
 KR0038  ___________________________________________________________________
 KR0038* NAD 83(1986)-  39 38 04.     (N)    118 21 07.     (W)     SCALED    
 KR0038* NAVD 88     -      1202.078  (meters)    3943.82   (feet)  ADJUSTED  
 KR0038  ___________________________________________________________________
 KR0038  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 KR0038  DYNAMIC HT  -        1201.055 (meters)    3940.46  (feet)  COMP
 KR0038  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 KR0038
 KR0038  VERT ORDER  -  FIRST     CLASS II
 KR0038
 KR0038.The horizontal coordinates were scaled from a topographic map and have
 KR0038.an estimated accuracy of +/- 6 seconds.
 KR0038
 KR0038.The orthometric height was determined by differential leveling
 KR0038.and adjusted by the National Geodetic Survey in June 1991..
 KR0038
 KR0038.The geoid height was determined by GEOID03.
 KR0038
 KR0038.The dynamic height is computed by dividing the NAVD 88
 KR0038.geopotential number by the normal gravity value computed on the
 KR0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0038.degrees latitude (g = 980.6199 gals.).
 KR0038
 KR0038.The modeled gravity was interpolated from observed gravity values.
 KR0038
 KR0038;                    North         East    Units  Estimated Accuracy
 KR0038;SPC NV W     - 4,542,050.      819,860.      MT  (+/- 180 meters Scaled)
 KR0038
 KR0038                          SUPERSEDED SURVEY CONTROL
 KR0038
 KR0038  NGVD 29 (??/??/92) 1201.124  (m)         3940.69   (f) ADJ UNCH    1 2
 KR0038
 KR0038.Superseded values are not recommended for survey control.
 KR0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0038.See file dsdata.txt to determine how the superseded data were derived.
 KR0038
 KR0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD839880(NAD 83)
 KR0038_MARKER: DB = BENCH MARK DISK
 KR0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0038_STAMPING: J 389 1955
 KR0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0038+STABILITY: SURFACE MOTION
 KR0038
 KR0038  HISTORY     - Date     Condition        Report By
 KR0038  HISTORY     - 1955     MONUMENTED       CGS
 KR0038
 KR0038                          STATION DESCRIPTION
 KR0038
 KR0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0038'1.7 MI SW FROM DESERT WELL.
 KR0038'0.3 MILE SOUTH ALONG A TRACK ROAD FROM DESERT WELL, THENCE 1.4 MILES
 KR0038'SOUTHWEST ALONG A COUNTY GRADED ROAD, 57 FEET SOUTH OF THE CENTER OF
 KR0038'THE INTERSECTION OF A TRACK ROAD LEADING WEST AND A BLADED ROAD
 KR0038'LEADING EAST TO A WINDMILL, 41 FEET SOUTHEAST OF THE CENTER LINE OF
 KR0038'THE COUNTY ROAD, 1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT
 KR0038'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KR0038'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0334 ***********************************************************************
 MT0334  DESIGNATION -  J 39
 MT0334  PID         -  MT0334
 MT0334  STATE/COUNTY-  NV/ELKO
 MT0334  USGS QUAD   -  HARRIS CANYON (1982)
 MT0334
 MT0334                         *CURRENT SURVEY CONTROL
 MT0334  ___________________________________________________________________
 MT0334* NAD 83(1986)-  41 30 20.     (N)    114 48 21.     (W)     SCALED    
 MT0334* NAVD 88     -      1787.223  (meters)    5863.58   (feet)  ADJUSTED  
 MT0334  ___________________________________________________________________
 MT0334  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 MT0334  DYNAMIC HT  -        1785.803 (meters)    5858.92  (feet)  COMP
 MT0334  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 MT0334
 MT0334  VERT ORDER  -  SECOND    CLASS 0
 MT0334
 MT0334.The horizontal coordinates were scaled from a topographic map and have
 MT0334.an estimated accuracy of +/- 6 seconds.
 MT0334
 MT0334.The orthometric height was determined by differential leveling
 MT0334.and adjusted by the National Geodetic Survey in June 1991..
 MT0334
 MT0334.The geoid height was determined by GEOID03.
 MT0334
 MT0334.The dynamic height is computed by dividing the NAVD 88
 MT0334.geopotential number by the normal gravity value computed on the
 MT0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0334.degrees latitude (g = 980.6199 gals.).
 MT0334
 MT0334.The modeled gravity was interpolated from observed gravity values.
 MT0334
 MT0334;                    North         East    Units  Estimated Accuracy
 MT0334;SPC NV E     - 8,750,080.      264,910.      MT  (+/- 180 meters Scaled)
 MT0334
 MT0334                          SUPERSEDED SURVEY CONTROL
 MT0334
 MT0334  NGVD 29 (??/??/92) 1786.033  (m)         5859.68   (f) ADJ UNCH    2 0
 MT0334
 MT0334.Superseded values are not recommended for survey control.
 MT0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0334.See file dsdata.txt to determine how the superseded data were derived.
 MT0334
 MT0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF831972(NAD 83)
 MT0334_MARKER: DB = BENCH MARK DISK
 MT0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0334_STAMPING: J-39 1934
 MT0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0334+STABILITY: SURFACE MOTION
 MT0334
 MT0334  HISTORY     - Date     Condition        Report By
 MT0334  HISTORY     - 1934     MONUMENTED       CGS
 MT0334
 MT0334                          STATION DESCRIPTION
 MT0334
 MT0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0334'14.0 MI S FROM HENRY.
 MT0334'14.0 MILES SOUTH OF O.S.L. RR WATER TANK AT HENRY 425 FEET SOUTHEAST
 MT0334'OF MILE POST 89.  172 FEET SOUTHEAST OF CULVERT NO. 89.06.  2 FEET
 MT0334'EAST OF RIGHT-OF-WAY FENCE LINE.  102 FEET EAST OF THE CENTERLINE OF
 MT0334'OREGON SHORT LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0124 ***********************************************************************
 KQ0124  DESIGNATION -  J 390
 KQ0124  PID         -  KQ0124
 KQ0124  STATE/COUNTY-  NV/LANDER
 KQ0124  USGS QUAD   -  BARTON SPRING (1986)
 KQ0124
 KQ0124                         *CURRENT SURVEY CONTROL
 KQ0124  ___________________________________________________________________
 KQ0124* NAD 83(1986)-  39 33 03.     (N)    116 56 33.     (W)     SCALED    
 KQ0124* NAVD 88     -      2044.489  (meters)    6707.63   (feet)  ADJUSTED  
 KQ0124  ___________________________________________________________________
 KQ0124  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 KQ0124  DYNAMIC HT  -        2042.369 (meters)    6700.67  (feet)  COMP
 KQ0124  MODELED GRAV-     979,516.6   (mgal)                       NAVD 88
 KQ0124
 KQ0124  VERT ORDER  -  SECOND    CLASS 0
 KQ0124
 KQ0124.The horizontal coordinates were scaled from a topographic map and have
 KQ0124.an estimated accuracy of +/- 6 seconds.
 KQ0124
 KQ0124.The orthometric height was determined by differential leveling
 KQ0124.and adjusted by the National Geodetic Survey in June 1991..
 KQ0124
 KQ0124.The geoid height was determined by GEOID03.
 KQ0124
 KQ0124.The dynamic height is computed by dividing the NAVD 88
 KQ0124.geopotential number by the normal gravity value computed on the
 KQ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0124.degrees latitude (g = 980.6199 gals.).
 KQ0124
 KQ0124.The modeled gravity was interpolated from observed gravity values.
 KQ0124
 KQ0124;                    North         East    Units  Estimated Accuracy
 KQ0124;SPC NV C     - 6,532,780.      476,290.      MT  (+/- 180 meters Scaled)
 KQ0124
 KQ0124                          SUPERSEDED SURVEY CONTROL
 KQ0124
 KQ0124  NGVD 29 (??/??/92) 2043.179  (m)         6703.33   (f) ADJ UNCH    2 0
 KQ0124
 KQ0124.Superseded values are not recommended for survey control.
 KQ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0124.See file dsdata.txt to determine how the superseded data were derived.
 KQ0124
 KQ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND049779(NAD 83)
 KQ0124_MARKER: DB = BENCH MARK DISK
 KQ0124_SETTING: 80 = SET IN A BOULDER
 KQ0124_STAMPING: J 390 1955
 KQ0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0124+STABILITY: SURFACE MOTION
 KQ0124
 KQ0124  HISTORY     - Date     Condition        Report By
 KQ0124  HISTORY     - 1955     MONUMENTED       CGS
 KQ0124
 KQ0124                          STATION DESCRIPTION
 KQ0124
 KQ0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0124'12.2 MI NE FROM AUSTIN.
 KQ0124'5.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0124'AT AUSTIN, THENCE 6.8 MILES NORTHEAST ALONG GRASS VALLEY ROAD (FORMER
 KQ0124'STATE HIGHWAY 21), 1.1 MILES EAST OF B.M. D 79, IN THE TOP OF A 4- BY
 KQ0124'6-FOOT GRANITE BOULDER PROJECTING 3 FEET ABOVE THE GROUND, 106 1/2
 KQ0124'FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 10 FEET HIGHER
 KQ0124'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0129 ***********************************************************************
 MU0129  DESIGNATION -  J 391
 MU0129  PID         -  MU0129
 MU0129  STATE/COUNTY-  NV/ELKO
 MU0129  USGS QUAD   -  STAR VALLEY RIDGE SW (1973)
 MU0129
 MU0129                         *CURRENT SURVEY CONTROL
 MU0129  ___________________________________________________________________
 MU0129* NAD 83(1986)-  41 48 29.     (N)    116 54 35.     (W)     SCALED    
 MU0129* NAVD 88     -      1610.208  (meters)    5282.82   (feet)  ADJUSTED  
 MU0129  ___________________________________________________________________
 MU0129  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 MU0129  DYNAMIC HT  -        1609.047 (meters)    5279.02  (feet)  COMP
 MU0129  MODELED GRAV-     979,844.1   (mgal)                       NAVD 88
 MU0129
 MU0129  VERT ORDER  -  SECOND    CLASS 0
 MU0129
 MU0129.The horizontal coordinates were scaled from a topographic map and have
 MU0129.an estimated accuracy of +/- 6 seconds.
 MU0129
 MU0129.The orthometric height was determined by differential leveling
 MU0129.and adjusted by the National Geodetic Survey in June 1991..
 MU0129
 MU0129.The geoid height was determined by GEOID03.
 MU0129
 MU0129.The dynamic height is computed by dividing the NAVD 88
 MU0129.geopotential number by the normal gravity value computed on the
 MU0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0129.degrees latitude (g = 980.6199 gals.).
 MU0129
 MU0129.The modeled gravity was interpolated from observed gravity values.
 MU0129
 MU0129;                    North         East    Units  Estimated Accuracy
 MU0129;SPC NV E     - 8,784,230.       89,790.      MT  (+/- 180 meters Scaled)
 MU0129
 MU0129                          SUPERSEDED SURVEY CONTROL
 MU0129
 MU0129  NGVD 29 (??/??/92) 1609.100  (m)         5279.19   (f) ADJ UNCH    2 0
 MU0129
 MU0129.Superseded values are not recommended for survey control.
 MU0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0129.See file dsdata.txt to determine how the superseded data were derived.
 MU0129
 MU0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG074284(NAD 83)
 MU0129_MARKER: DB = BENCH MARK DISK
 MU0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0129_STAMPING: J 391 1963
 MU0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0129+STABILITY: SURFACE MOTION
 MU0129
 MU0129  HISTORY     - Date     Condition        Report By
 MU0129  HISTORY     - 1963     MONUMENTED       CGS
 MU0129
 MU0129                          STATION DESCRIPTION
 MU0129
 MU0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0129'39.8 MI NW FROM I L RANCH.
 MU0129'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0129'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 18.9 MILES NORTHWEST
 MU0129'ALONG A DIRT ROAD, THENCE 2.5 MILES NORTHWEST ALONG A DIRT ROAD,
 MU0129'THENCE 0.95 MILE WEST ALONG A TRACK ROAD, 29 FEET SOUTH OF THE CENTER
 MU0129'LINE OF THE ROAD, 3.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 MU0129'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MU0129'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0153 ***********************************************************************
 MU0153  DESIGNATION -  J 392
 MU0153  PID         -  MU0153
 MU0153  STATE/COUNTY-  NV/ELKO
 MU0153  USGS QUAD   -  DESERT RANCH (1974)
 MU0153
 MU0153                         *CURRENT SURVEY CONTROL
 MU0153  ___________________________________________________________________
 MU0153* NAD 83(1986)-  41 41 58.     (N)    116 32 09.     (W)     SCALED    
 MU0153* NAVD 88     -      1543.846  (meters)    5065.10   (feet)  ADJUSTED  
 MU0153  ___________________________________________________________________
 MU0153  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 MU0153  DYNAMIC HT  -        1542.713 (meters)    5061.38  (feet)  COMP
 MU0153  MODELED GRAV-     979,835.0   (mgal)                       NAVD 88
 MU0153
 MU0153  VERT ORDER  -  SECOND    CLASS 0
 MU0153
 MU0153.The horizontal coordinates were scaled from a topographic map and have
 MU0153.an estimated accuracy of +/- 6 seconds.
 MU0153
 MU0153.The orthometric height was determined by differential leveling
 MU0153.and adjusted by the National Geodetic Survey in June 1991..
 MU0153
 MU0153.The geoid height was determined by GEOID03.
 MU0153
 MU0153.The dynamic height is computed by dividing the NAVD 88
 MU0153.geopotential number by the normal gravity value computed on the
 MU0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0153.degrees latitude (g = 980.6199 gals.).
 MU0153
 MU0153.The modeled gravity was interpolated from observed gravity values.
 MU0153
 MU0153;                    North         East    Units  Estimated Accuracy
 MU0153;SPC NV E     - 8,771,760.      120,720.      MT  (+/- 180 meters Scaled)
 MU0153
 MU0153                          SUPERSEDED SURVEY CONTROL
 MU0153
 MU0153  NGVD 29 (??/??/92) 1542.732  (m)         5061.45   (f) ADJ UNCH    2 0
 MU0153
 MU0153.Superseded values are not recommended for survey control.
 MU0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0153.See file dsdata.txt to determine how the superseded data were derived.
 MU0153
 MU0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG386165(NAD 83)
 MU0153_MARKER: DB = BENCH MARK DISK
 MU0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0153_STAMPING: J 392 1963
 MU0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0153+STABILITY: SURFACE MOTION
 MU0153
 MU0153  HISTORY     - Date     Condition        Report By
 MU0153  HISTORY     - 1963     MONUMENTED       CGS
 MU0153
 MU0153                          STATION DESCRIPTION
 MU0153
 MU0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0153'15.6 MI NW FROM I L RANCH.
 MU0153'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0153'THENCE 11.55 MILES NORTH ALONG A DIRT ROAD, 0.15 MILE WEST OF A GATE
 MU0153'AND THE CROSSING OF CHINO CREEK, 60 FEET SOUTH OF THE CENTER LINE OF
 MU0153'THE ROAD, 2.0 FEET NORTHOF A FENCE, 2.2 FEET EAST OF A WITNESS POST,
 MU0153'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MU0153'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0076 ***********************************************************************
 MU0076  DESIGNATION -  J 393
 MU0076  PID         -  MU0076
 MU0076  STATE/COUNTY-  NV/ELKO
 MU0076  USGS QUAD   -  CORNUCOPIA RIDGE (1987)
 MU0076
 MU0076                         *CURRENT SURVEY CONTROL
 MU0076  ___________________________________________________________________
 MU0076* NAD 83(1986)-  41 36 42.     (N)    116 17 15.     (W)     SCALED    
 MU0076* NAVD 88     -      1671.507  (meters)    5483.94   (feet)  ADJUSTED  
 MU0076  ___________________________________________________________________
 MU0076  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 MU0076  DYNAMIC HT  -        1670.239 (meters)    5479.78  (feet)  COMP
 MU0076  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 MU0076
 MU0076  VERT ORDER  -  SECOND    CLASS 0
 MU0076
 MU0076.The horizontal coordinates were scaled from a topographic map and have
 MU0076.an estimated accuracy of +/- 6 seconds.
 MU0076
 MU0076.The orthometric height was determined by differential leveling
 MU0076.and adjusted by the National Geodetic Survey in June 1991..
 MU0076
 MU0076.The geoid height was determined by GEOID03.
 MU0076
 MU0076.The dynamic height is computed by dividing the NAVD 88
 MU0076.geopotential number by the normal gravity value computed on the
 MU0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0076.degrees latitude (g = 980.6199 gals.).
 MU0076
 MU0076.The modeled gravity was interpolated from observed gravity values.
 MU0076
 MU0076;                    North         East    Units  Estimated Accuracy
 MU0076;SPC NV E     - 8,761,810.      141,310.      MT  (+/- 180 meters Scaled)
 MU0076
 MU0076                          SUPERSEDED SURVEY CONTROL
 MU0076
 MU0076  NGVD 29 (??/??/92) 1670.366  (m)         5480.19   (f) ADJ UNCH    2 0
 MU0076
 MU0076.Superseded values are not recommended for survey control.
 MU0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0076.See file dsdata.txt to determine how the superseded data were derived.
 MU0076
 MU0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG593069(NAD 83)
 MU0076_MARKER: DB = BENCH MARK DISK
 MU0076_SETTING: 66 = SET IN ROCK OUTCROP
 MU0076_SP_SET: OUTCROP
 MU0076_STAMPING: J 393 1963
 MU0076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0076+STABILITY: POSITION/ELEVATION WELL
 MU0076
 MU0076  HISTORY     - Date     Condition        Report By
 MU0076  HISTORY     - 1963     MONUMENTED       CGS
 MU0076
 MU0076                          STATION DESCRIPTION
 MU0076
 MU0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0076'8.3 MI E FROM I L RANCH.
 MU0076'8.3 MILES EAST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0076'ON THE EAST SLOPE OF A RIDGE, IN THE TOP OF A 8- BY 10-FOOT OUTCROP,
 MU0076'97 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTHWEST
 MU0076'OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND 0.6 FOOT
 MU0076'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0385 ***********************************************************************
 LQ0385  DESIGNATION -  J 394
 LQ0385  PID         -  LQ0385
 LQ0385  STATE/COUNTY-  NV/ELKO
 LQ0385  USGS QUAD   -  HARRISON PASS (1985)
 LQ0385
 LQ0385                         *CURRENT SURVEY CONTROL
 LQ0385  ___________________________________________________________________
 LQ0385* NAD 83(1986)-  40 19 38.     (N)    115 34 00.     (W)     SCALED    
 LQ0385* NAVD 88     -      1955.815  (meters)    6416.70   (feet)  ADJUSTED  
 LQ0385  ___________________________________________________________________
 LQ0385  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 LQ0385  DYNAMIC HT  -        1953.948 (meters)    6410.58  (feet)  COMP
 LQ0385  MODELED GRAV-     979,601.0   (mgal)                       NAVD 88
 LQ0385
 LQ0385  VERT ORDER  -  SECOND    CLASS 0
 LQ0385
 LQ0385.The horizontal coordinates were scaled from a topographic map and have
 LQ0385.an estimated accuracy of +/- 6 seconds.
 LQ0385
 LQ0385.The orthometric height was determined by differential leveling
 LQ0385.and adjusted by the National Geodetic Survey in June 1991..
 LQ0385
 LQ0385.The geoid height was determined by GEOID03.
 LQ0385
 LQ0385.The dynamic height is computed by dividing the NAVD 88
 LQ0385.geopotential number by the normal gravity value computed on the
 LQ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0385.degrees latitude (g = 980.6199 gals.).
 LQ0385
 LQ0385.The modeled gravity was interpolated from observed gravity values.
 LQ0385
 LQ0385;                    North         East    Units  Estimated Accuracy
 LQ0385;SPC NV E     - 8,618,940.      201,420.      MT  (+/- 180 meters Scaled)
 LQ0385
 LQ0385                          SUPERSEDED SURVEY CONTROL
 LQ0385
 LQ0385  NGVD 29 (??/??/92) 1954.611  (m)         6412.75   (f) ADJ UNCH    2 0
 LQ0385
 LQ0385.Superseded values are not recommended for survey control.
 LQ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0385.See file dsdata.txt to determine how the superseded data were derived.
 LQ0385
 LQ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE217650(NAD 83)
 LQ0385_MARKER: DB = BENCH MARK DISK
 LQ0385_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0385_SP_SET: OUTCROP
 LQ0385_STAMPING: J 394 1963
 LQ0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0385+STABILITY: POSITION/ELEVATION WELL
 LQ0385
 LQ0385  HISTORY     - Date     Condition        Report By
 LQ0385  HISTORY     - 1963     MONUMENTED       CGS
 LQ0385
 LQ0385                          STATION DESCRIPTION
 LQ0385
 LQ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0385'10.1 MI SE FROM JIGGS.
 LQ0385'3.3 MILES SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0385'JIGGS, THENCE 6.8 MILES SOUTHEAST ALONG THE HARRISON PASS ROAD, AT THE
 LQ0385'WEST END OF A SHARP CURVE, IN THE TOP OF A LARGE OUTCROP PROJECTING 4
 LQ0385'FEET, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET EAST OF A
 LQ0385'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE GROUND AND 4 FEET HIGHER
 LQ0385'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0324 ***********************************************************************
 LQ0324  DESIGNATION -  J 395
 LQ0324  PID         -  LQ0324
 LQ0324  STATE/COUNTY-  NV/ELKO
 LQ0324  USGS QUAD   -  WEST OF DELCER BUTTE (1984)
 LQ0324
 LQ0324                         *CURRENT SURVEY CONTROL
 LQ0324  ___________________________________________________________________
 LQ0324* NAD 83(1986)-  40 22 51.     (N)    115 13 33.     (W)     SCALED    
 LQ0324* NAVD 88     -      1842.292  (meters)    6044.25   (feet)  ADJUSTED  
 LQ0324  ___________________________________________________________________
 LQ0324  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 LQ0324  DYNAMIC HT  -        1840.564 (meters)    6038.58  (feet)  COMP
 LQ0324  MODELED GRAV-     979,622.1   (mgal)                       NAVD 88
 LQ0324
 LQ0324  VERT ORDER  -  SECOND    CLASS 0
 LQ0324
 LQ0324.The horizontal coordinates were scaled from a topographic map and have
 LQ0324.an estimated accuracy of +/- 6 seconds.
 LQ0324
 LQ0324.The orthometric height was determined by differential leveling
 LQ0324.and adjusted by the National Geodetic Survey in June 1991..
 LQ0324
 LQ0324.The geoid height was determined by GEOID03.
 LQ0324
 LQ0324.The dynamic height is computed by dividing the NAVD 88
 LQ0324.geopotential number by the normal gravity value computed on the
 LQ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0324.degrees latitude (g = 980.6199 gals.).
 LQ0324
 LQ0324.The modeled gravity was interpolated from observed gravity values.
 LQ0324
 LQ0324;                    North         East    Units  Estimated Accuracy
 LQ0324;SPC NV E     - 8,624,960.      230,360.      MT  (+/- 180 meters Scaled)
 LQ0324
 LQ0324                          SUPERSEDED SURVEY CONTROL
 LQ0324
 LQ0324  NGVD 29 (??/??/92) 1841.099  (m)         6040.34   (f) ADJ UNCH    2 0
 LQ0324
 LQ0324.Superseded values are not recommended for survey control.
 LQ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0324.See file dsdata.txt to determine how the superseded data were derived.
 LQ0324
 LQ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE506715(NAD 83)
 LQ0324_MARKER: DB = BENCH MARK DISK
 LQ0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0324_STAMPING: J 395 1963
 LQ0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0324+STABILITY: SURFACE MOTION
 LQ0324
 LQ0324  HISTORY     - Date     Condition        Report By
 LQ0324  HISTORY     - 1963     MONUMENTED       CGS
 LQ0324
 LQ0324                          STATION DESCRIPTION
 LQ0324
 LQ0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0324'23.6 MI SE FROM RUBY VALLEY.
 LQ0324'8.0 MILES SOUTH ALONG A ROAD FROM THE ROCK HOUSE RANCH AT RUBY VALLEY,
 LQ0324'THENCE 15.6 MILES EAST AND NORTHEAST ALONG A ROAD, 21 FEET EAST OF THE
 LQ0324'CENTER LINE OF THE ROAD, 1.7 FEET WEST OF A WITNESS POST, ABOUT 1/2
 LQ0324'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LQ0324'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0233 ***********************************************************************
 LQ0233  DESIGNATION -  J 396
 LQ0233  PID         -  LQ0233
 LQ0233  STATE/COUNTY-  NV/ELKO
 LQ0233  USGS QUAD   -  PALOMINO WELL (1984)
 LQ0233
 LQ0233                         *CURRENT SURVEY CONTROL
 LQ0233  ___________________________________________________________________
 LQ0233* NAD 83(1986)-  40 23 21.     (N)    114 54 26.     (W)     SCALED    
 LQ0233* NAVD 88     -      1902.919  (meters)    6243.16   (feet)  ADJUSTED  
 LQ0233  ___________________________________________________________________
 LQ0233  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 LQ0233  DYNAMIC HT  -        1901.142 (meters)    6237.33  (feet)  COMP
 LQ0233  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 LQ0233
 LQ0233  VERT ORDER  -  SECOND    CLASS 0
 LQ0233
 LQ0233.The horizontal coordinates were scaled from a topographic map and have
 LQ0233.an estimated accuracy of +/- 6 seconds.
 LQ0233
 LQ0233.The orthometric height was determined by differential leveling
 LQ0233.and adjusted by the National Geodetic Survey in June 1991..
 LQ0233
 LQ0233.The geoid height was determined by GEOID03.
 LQ0233
 LQ0233.The dynamic height is computed by dividing the NAVD 88
 LQ0233.geopotential number by the normal gravity value computed on the
 LQ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0233.degrees latitude (g = 980.6199 gals.).
 LQ0233
 LQ0233.The modeled gravity was interpolated from observed gravity values.
 LQ0233
 LQ0233;                    North         East    Units  Estimated Accuracy
 LQ0233;SPC NV E     - 8,626,040.      257,400.      MT  (+/- 180 meters Scaled)
 LQ0233
 LQ0233                          SUPERSEDED SURVEY CONTROL
 LQ0233
 LQ0233  NGVD 29 (??/??/92) 1901.736  (m)         6239.28   (f) ADJ UNCH    2 0
 LQ0233
 LQ0233.Superseded values are not recommended for survey control.
 LQ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0233.See file dsdata.txt to determine how the superseded data were derived.
 LQ0233
 LQ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE776730(NAD 83)
 LQ0233_MARKER: DB = BENCH MARK DISK
 LQ0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0233_STAMPING: J 396 1963
 LQ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0233+STABILITY: SURFACE MOTION
 LQ0233
 LQ0233  HISTORY     - Date     Condition        Report By
 LQ0233  HISTORY     - 1963     MONUMENTED       CGS
 LQ0233
 LQ0233                          STATION DESCRIPTION
 LQ0233
 LQ0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0233'13.75 MI NW FROM CURRIE.
 LQ0233'4.95 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE RAILROAD CROSSING
 LQ0233'AT CURRIE, THENCE 8.8 MILES NORTHWEST ALONG A ROAD, AT THE JUNCTION OF
 LQ0233'A GRAVELED ROAD SOUTHWEST, 36 FEET NORTH-NORTHEAST OF THE CENTER LINE
 LQ0233'OF THE ROAD, 85 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 1.6 FEET
 LQ0233'NORTH-NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 LQ0233'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0210 ***********************************************************************
 MV0210  DESIGNATION -  J 397
 MV0210  PID         -  MV0210
 MV0210  STATE/COUNTY-  NV/WASHOE
 MV0210  USGS QUAD   -  RYE CREEK (1966)
 MV0210
 MV0210                         *CURRENT SURVEY CONTROL
 MV0210  ___________________________________________________________________
 MV0210* NAD 83(1986)-  41 56 41.     (N)    119 37 12.     (W)     SCALED    
 MV0210* NAVD 88     -      1808.078  (meters)    5932.00   (feet)  ADJUSTED  
 MV0210  ___________________________________________________________________
 MV0210  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 MV0210  DYNAMIC HT  -        1806.725 (meters)    5927.56  (feet)  COMP
 MV0210  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 MV0210
 MV0210  VERT ORDER  -  SECOND    CLASS 0
 MV0210
 MV0210.The horizontal coordinates were scaled from a topographic map and have
 MV0210.an estimated accuracy of +/- 6 seconds.
 MV0210
 MV0210.The orthometric height was determined by differential leveling
 MV0210.and adjusted by the National Geodetic Survey in June 1991..
 MV0210
 MV0210.The geoid height was determined by GEOID03.
 MV0210
 MV0210.The dynamic height is computed by dividing the NAVD 88
 MV0210.geopotential number by the normal gravity value computed on the
 MV0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0210.degrees latitude (g = 980.6199 gals.).
 MV0210
 MV0210.The modeled gravity was interpolated from observed gravity values.
 MV0210
 MV0210;                    North         East    Units  Estimated Accuracy
 MV0210;SPC NV W     - 4,799,080.      714,050.      MT  (+/- 180 meters Scaled)
 MV0210
 MV0210                          SUPERSEDED SURVEY CONTROL
 MV0210
 MV0210  NGVD 29 (??/??/92) 1806.824  (m)         5927.89   (f) ADJ UNCH    2 0
 MV0210
 MV0210.Superseded values are not recommended for survey control.
 MV0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0210.See file dsdata.txt to determine how the superseded data were derived.
 MV0210
 MV0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG828469(NAD 83)
 MV0210_MARKER: DB = BENCH MARK DISK
 MV0210_SETTING: 80 = SET IN A BOULDER
 MV0210_SP_SET: BOULDER
 MV0210_STAMPING: J 397 1965
 MV0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0210+STABILITY: SURFACE MOTION
 MV0210
 MV0210  HISTORY     - Date     Condition        Report By
 MV0210  HISTORY     - 1965     MONUMENTED       CGS
 MV0210
 MV0210                          STATION DESCRIPTION
 MV0210
 MV0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0210'6.3 MI W FROM IXL RANCH.
 MV0210'0.45 MILE SOUTH ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0210'THENCE 5.85 MILES WEST ALONG A ROAD, AT THE EAST SIDE OF A GROUP OF
 MV0210'CEDAR TREES, IN THE TOP OF A 3- BY 3-FOOT BOULDER PROJECTING ABOUT 3
 MV0210'FEET ABOVE THE GROUND, 213 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MV0210'AND ABOUT 15 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0116 ***********************************************************************
 MV0116  DESIGNATION -  J 398
 MV0116  PID         -  MV0116
 MV0116  STATE/COUNTY-  NV/WASHOE
 MV0116  USGS QUAD   -  CATNIP CANYON (1966)
 MV0116
 MV0116                         *CURRENT SURVEY CONTROL
 MV0116  ___________________________________________________________________
 MV0116* NAD 83(1986)-  41 54 34.     (N)    119 29 09.     (W)     SCALED    
 MV0116* NAVD 88     -      1775.617  (meters)    5825.50   (feet)  ADJUSTED  
 MV0116  ___________________________________________________________________
 MV0116  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 MV0116  DYNAMIC HT  -        1774.279 (meters)    5821.11  (feet)  COMP
 MV0116  MODELED GRAV-     979,805.9   (mgal)                       NAVD 88
 MV0116
 MV0116  VERT ORDER  -  SECOND    CLASS 0
 MV0116
 MV0116.The horizontal coordinates were scaled from a topographic map and have
 MV0116.an estimated accuracy of +/- 6 seconds.
 MV0116
 MV0116.The orthometric height was determined by differential leveling
 MV0116.and adjusted by the National Geodetic Survey in June 1991..
 MV0116
 MV0116.The geoid height was determined by GEOID03.
 MV0116
 MV0116.The dynamic height is computed by dividing the NAVD 88
 MV0116.geopotential number by the normal gravity value computed on the
 MV0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0116.degrees latitude (g = 980.6199 gals.).
 MV0116
 MV0116.The modeled gravity was interpolated from observed gravity values.
 MV0116
 MV0116;                    North         East    Units  Estimated Accuracy
 MV0116;SPC NV W     - 4,795,040.      725,130.      MT  (+/- 180 meters Scaled)
 MV0116
 MV0116                          SUPERSEDED SURVEY CONTROL
 MV0116
 MV0116  NGVD 29 (??/??/92) 1774.369  (m)         5821.41   (f) ADJ UNCH    2 0
 MV0116
 MV0116.Superseded values are not recommended for survey control.
 MV0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0116.See file dsdata.txt to determine how the superseded data were derived.
 MV0116
 MV0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG938427(NAD 83)
 MV0116_MARKER: DB = BENCH MARK DISK
 MV0116_SETTING: 80 = SET IN A BOULDER
 MV0116_SP_SET: BOULDER
 MV0116_STAMPING: J 398 1965
 MV0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0116+STABILITY: SURFACE MOTION
 MV0116
 MV0116  HISTORY     - Date     Condition        Report By
 MV0116  HISTORY     - 1965     MONUMENTED       CGS
 MV0116
 MV0116                          STATION DESCRIPTION
 MV0116
 MV0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0116'4.3 MI SE FROM IXL RANCH.
 MV0116'4.3 MILES SOUTH ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH, 1.2
 MV0116'MILES SOUTHEAST OF A GATE, 1.0 MILE NORTH OF THE JUNCTION OF STATE
 MV0116'HIGHWAY 34A, AT THE EAST ONE OF TWO OUTCROPS WHICH IS ABOUT 0.1 MILE
 MV0116'APART, IN THE TOP OF THE SOUTH END OF A LARGE BOULDER AT THE SOUTHEAST
 MV0116'END OF THE OUTCROP, 128 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 MV0116'36 FEET NORTH OF A TELEPHONE POLE, AND ABOUT 7 FEET HIGHER THAN THE
 MV0116'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1316 ***********************************************************************
 GR1316  DESIGNATION -  J 399
 GR1316  PID         -  GR1316
 GR1316  STATE/COUNTY-  NV/CLARK
 GR1316  USGS QUAD   -  LAS VEGAS SE (1984)
 GR1316
 GR1316                         *CURRENT SURVEY CONTROL
 GR1316  ___________________________________________________________________
 GR1316* NAD 83(1986)-  36 06 05.     (N)    115 03 05.     (W)     SCALED    
 GR1316* NAVD 88     -       511.421  (meters)    1677.89   (feet)  ADJUSTED  
 GR1316  ___________________________________________________________________
 GR1316  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GR1316  DYNAMIC HT  -         510.904 (meters)    1676.19  (feet)  COMP
 GR1316  MODELED GRAV-     979,607.2   (mgal)                       NAVD 88
 GR1316
 GR1316  VERT ORDER  -  FIRST     CLASS II
 GR1316
 GR1316.The horizontal coordinates were scaled from a topographic map and have
 GR1316.an estimated accuracy of +/- 6 seconds.
 GR1316
 GR1316.The orthometric height was determined by differential leveling
 GR1316.and adjusted by the National Geodetic Survey in June 1991..
 GR1316
 GR1316.The geoid height was determined by GEOID03.
 GR1316
 GR1316.The dynamic height is computed by dividing the NAVD 88
 GR1316.geopotential number by the normal gravity value computed on the
 GR1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1316.degrees latitude (g = 980.6199 gals.).
 GR1316
 GR1316.The modeled gravity was interpolated from observed gravity values.
 GR1316
 GR1316;                    North         East    Units  Estimated Accuracy
 GR1316;SPC NV E     - 8,150,050.      247,900.      MT  (+/- 180 meters Scaled)
 GR1316
 GR1316                          SUPERSEDED SURVEY CONTROL
 GR1316
 GR1316.No superseded survey control is available for this station.
 GR1316
 GR1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV754969(NAD 83)
 GR1316_MARKER: DB = BENCH MARK DISK
 GR1316_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1316_SP_SET: STAINLESS STEEL ROD
 GR1316_STAMPING: J 399 1980
 GR1316_PROJECTION: FLUSH
 GR1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1316_ROD/PIPE-DEPTH: 4.6  meters
 GR1316
 GR1316  HISTORY     - Date     Condition        Report By
 GR1316  HISTORY     - 1980     MONUMENTED       NGS
 GR1316
 GR1316                          STATION DESCRIPTION
 GR1316
 GR1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GR1316'11.5 KM SE FROM LAS VEGAS.
 GR1316'11.5 KILOMETERS (7.15 MILES) SOUTHEAST ALONG U. S. HIGHWAY 93 AND 95
 GR1316'FROM THE UNION PACIFIC RAILROAD STATION (UNION PLAZA HOTEL) IN LAS
 GR1316'VEGAS, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF TROPICANA AVENUE,
 GR1316'15 METERS (49.2 FEET) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 GR1316'LANES OF THE HIGHWAY, 43.3 METERS (142 FEET) NORTHWEST OF THE
 GR1316'NORTHEAST END OF A 0.6-METER CONCRETE PIPE CULVERT AND 0.7 METER
 GR1316'(2.3 FEET) SOUTHEAST OF POWER POLE 14179NP WITH A TRANSFORMER
 GR1316'ATTACHED.
 GR1316'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 GR1316'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0200 ***********************************************************************
 MT0200  DESIGNATION -  J 4
 MT0200  PID         -  MT0200
 MT0200  STATE/COUNTY-  NV/ELKO
 MT0200  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0200
 MT0200                         *CURRENT SURVEY CONTROL
 MT0200  ___________________________________________________________________
 MT0200* NAD 83(1986)-  41 07 11.     (N)    114 51 49.     (W)     SCALED    
 MT0200* NAVD 88     -      1820.880  (meters)    5974.00   (feet)  POSTED    
 MT0200  ___________________________________________________________________
 MT0200  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 MT0200  DYNAMIC HT  -        1819.340 (meters)    5968.95  (feet)  COMP
 MT0200  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 MT0200
 MT0200  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MT0200
 MT0200.The horizontal coordinates were scaled from a topographic map and have
 MT0200.an estimated accuracy of +/- 6 seconds.
 MT0200
 MT0200.The orthometric height was determined by differential leveling
 MT0200.and adjusted by the National Geodetic Survey in 1992..
 MT0200.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MT0200.rate of 2.1 thru 3.0 mm/km.
 MT0200
 MT0200.The geoid height was determined by GEOID03.
 MT0200
 MT0200.The dynamic height is computed by dividing the NAVD 88
 MT0200.geopotential number by the normal gravity value computed on the
 MT0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0200.degrees latitude (g = 980.6199 gals.).
 MT0200
 MT0200.The modeled gravity was interpolated from observed gravity values.
 MT0200
 MT0200;                    North         East    Units  Estimated Accuracy
 MT0200;SPC NV E     - 8,707,190.      260,440.      MT  (+/- 180 meters Scaled)
 MT0200
 MT0200                          SUPERSEDED SURVEY CONTROL
 MT0200
 MT0200  NGVD 29 (??/??/92) 1819.684  (m)         5970.08   (f) ADJ UNCH    1 2
 MT0200
 MT0200.Superseded values are not recommended for survey control.
 MT0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0200.See file dsdata.txt to determine how the superseded data were derived.
 MT0200
 MT0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF793542(NAD 83)
 MT0200_MARKER: Z = SEE DESCRIPTION
 MT0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0200+STABILITY: SURFACE MOTION
 MT0200
 MT0200  HISTORY     - Date     Condition        Report By
 MT0200  HISTORY     - UNK      MONUMENTED       CGS
 MT0200  HISTORY     - 1953     GOOD             NGS
 MT0200
 MT0200                          STATION DESCRIPTION
 MT0200
 MT0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0200'2.7 MI W FROM MOOR.
 MT0200'2.7 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 MT0200'STATION AT MOOR, 20 POLES WEST OF MILEPOLE 614, 10 1/2 RAILS EAST OF
 MT0200'SEMAPHORES 6133 AND 6134, 52.5 FEET NORTH OF THE NORTH RAIL, 4 FEET
 MT0200'NORTHEAST OF A TELEGRAPH POLE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT
 MT0200'1 FOOT LOWER THAN THE TRACK, AND FLANKED BY THE CHISELED LETTERS USBM
 MT0200'IN THE TOP OF A SANDSTONE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0451 ***********************************************************************
 MT0451  DESIGNATION -  J 40
 MT0451  PID         -  MT0451
 MT0451  STATE/COUNTY-  NV/ELKO
 MT0451  USGS QUAD   -  HANKS CREEK SW (1967)
 MT0451
 MT0451                         *CURRENT SURVEY CONTROL
 MT0451  ___________________________________________________________________
 MT0451* NAD 83(1986)-  41 16 52.     (N)    115 23 06.     (W)     SCALED    
 MT0451* NAVD 88     -      1934.711  (meters)    6347.46   (feet)  ADJUSTED  
 MT0451  ___________________________________________________________________
 MT0451  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 MT0451  DYNAMIC HT  -        1933.086 (meters)    6342.13  (feet)  COMP
 MT0451  MODELED GRAV-     979,714.2   (mgal)                       NAVD 88
 MT0451
 MT0451  VERT ORDER  -  SECOND    CLASS 0
 MT0451
 MT0451.The horizontal coordinates were scaled from a topographic map and have
 MT0451.an estimated accuracy of +/- 6 seconds.
 MT0451
 MT0451.The orthometric height was determined by differential leveling
 MT0451.and adjusted by the National Geodetic Survey in June 1991..
 MT0451
 MT0451.The geoid height was determined by GEOID03.
 MT0451
 MT0451.The dynamic height is computed by dividing the NAVD 88
 MT0451.geopotential number by the normal gravity value computed on the
 MT0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0451.degrees latitude (g = 980.6199 gals.).
 MT0451
 MT0451.The modeled gravity was interpolated from observed gravity values.
 MT0451
 MT0451;                    North         East    Units  Estimated Accuracy
 MT0451;SPC NV E     - 8,724,880.      216,610.      MT  (+/- 180 meters Scaled)
 MT0451
 MT0451                          SUPERSEDED SURVEY CONTROL
 MT0451
 MT0451  NGVD 29 (??/??/92) 1933.484  (m)         6343.44   (f) ADJ UNCH    2 0
 MT0451
 MT0451.Superseded values are not recommended for survey control.
 MT0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0451.See file dsdata.txt to determine how the superseded data were derived.
 MT0451
 MT0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF352712(NAD 83)
 MT0451_MARKER: DB = BENCH MARK DISK
 MT0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0451_STAMPING: J-40 1934
 MT0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0451+STABILITY: SURFACE MOTION
 MT0451
 MT0451  HISTORY     - Date     Condition        Report By
 MT0451  HISTORY     - 1934     MONUMENTED       CGS
 MT0451
 MT0451                          STATION DESCRIPTION
 MT0451
 MT0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0451'18.8 MI N FROM DEETH.
 MT0451'18.8 MILES NORTH OF SOUTHERN PACIFIC DEPOT AT DEETH 60 FEET NORTHEAST
 MT0451'OF SMALL SPRING IN LARGE PATCH OF ASPEN TREES.  4 FEET ABOVE THE LEVEL
 MT0451'OF ROAD.  40 FEET WEST OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0437 ***********************************************************************
 GS0437  DESIGNATION -  J 405
 GS0437  PID         -  GS0437
 GS0437  STATE/COUNTY-  NV/NYE
 GS0437  USGS QUAD   -  SOUTH OF AMARGOSA VALLEY (1984)
 GS0437
 GS0437                         *CURRENT SURVEY CONTROL
 GS0437  ___________________________________________________________________
 GS0437* NAD 83(1986)-  36 35 08.     (N)    116 24 37.     (W)     SCALED    
 GS0437* NAVD 88     -       761.164  (meters)    2497.25   (feet)  ADJUSTED  
 GS0437  ___________________________________________________________________
 GS0437  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GS0437  DYNAMIC HT  -         760.391 (meters)    2494.72  (feet)  COMP
 GS0437  MODELED GRAV-     979,591.0   (mgal)                       NAVD 88
 GS0437
 GS0437  VERT ORDER  -  FIRST     CLASS II
 GS0437
 GS0437.The horizontal coordinates were scaled from a topographic map and have
 GS0437.an estimated accuracy of +/- 6 seconds.
 GS0437
 GS0437.The orthometric height was determined by differential leveling
 GS0437.and adjusted by the National Geodetic Survey in June 1991..
 GS0437
 GS0437.The geoid height was determined by GEOID03.
 GS0437
 GS0437.The dynamic height is computed by dividing the NAVD 88
 GS0437.geopotential number by the normal gravity value computed on the
 GS0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0437.degrees latitude (g = 980.6199 gals.).
 GS0437
 GS0437.The modeled gravity was interpolated from observed gravity values.
 GS0437
 GS0437;                    North         East    Units  Estimated Accuracy
 GS0437;SPC NV C     - 6,203,670.      522,940.      MT  (+/- 180 meters Scaled)
 GS0437
 GS0437                          SUPERSEDED SURVEY CONTROL
 GS0437
 GS0437  NGVD 29 (05/01/91)  760.363  (m)         2494.62   (f) ADJUSTED    1 2
 GS0437
 GS0437.Superseded values are not recommended for survey control.
 GS0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0437.See file dsdata.txt to determine how the superseded data were derived.
 GS0437
 GS0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA527490(NAD 83)
 GS0437_MARKER: I = METAL ROD
 GS0437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0437_SP_SET: STAINLESS STEEL ROD
 GS0437_STAMPING: J 405 1982
 GS0437_MARK LOGO: NGS   
 GS0437_PROJECTION: FLUSH
 GS0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0437_ROD/PIPE-DEPTH: 2.7  meters
 GS0437
 GS0437  HISTORY     - Date     Condition        Report By
 GS0437  HISTORY     - 1982     MONUMENTED       NGS
 GS0437
 GS0437                          STATION DESCRIPTION
 GS0437
 GS0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0437'6.7 KM(4.2 MI) SOUTH FROM LATHROP WELLS.
 GS0437'6.75 KM (4.2 MI) SOUTH ALONG STATE HIGHWAY 373 FROM THE JUNCTION OF US
 GS0437'HIGHWAY 95 AT LATHROP WELLS, 0.2 KM (0.1 MI) NORTH OF MILEPOST 12,
 GS0437'58.1 METERS (190.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 2.7
 GS0437'METERS (9 FT) NORTH OF A T JUNCTION POLE FOR THE CROSSING OF A POWER
 GS0437'LINE, 9.3 METERS (30.5 FT) WEST OF THE GUY POLE FOR THE JUNCTION POLE,
 GS0437'2.4 METERS (8 FT) SOUTH OF THE FIRST POWER LINE POLE NORTH OF THE
 GS0437'JUNCTION POLE.
 GS0437'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 GS0437'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1377 ***********************************************************************
 GR1377  DESIGNATION -  J 406
 GR1377  PID         -  GR1377
 GR1377  STATE/COUNTY-  NV/CLARK
 GR1377  USGS QUAD   -  MOAPA EAST (1983)
 GR1377
 GR1377                         *CURRENT SURVEY CONTROL
 GR1377  ___________________________________________________________________
 GR1377* NAD 83(1986)-  36 40 15.     (N)    114 31 15.     (W)     SCALED    
 GR1377* NAVD 88     -       538.507  (meters)    1766.75   (feet)  ADJUSTED  
 GR1377  ___________________________________________________________________
 GR1377  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 GR1377  DYNAMIC HT  -         537.993 (meters)    1765.07  (feet)  COMP
 GR1377  MODELED GRAV-     979,661.5   (mgal)                       NAVD 88
 GR1377
 GR1377  VERT ORDER  -  FIRST     CLASS II
 GR1377
 GR1377.The horizontal coordinates were scaled from a topographic map and have
 GR1377.an estimated accuracy of +/- 6 seconds.
 GR1377
 GR1377.The orthometric height was determined by differential leveling
 GR1377.and adjusted by the National Geodetic Survey in June 1991..
 GR1377
 GR1377.The geoid height was determined by GEOID03.
 GR1377
 GR1377.The dynamic height is computed by dividing the NAVD 88
 GR1377.geopotential number by the normal gravity value computed on the
 GR1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1377.degrees latitude (g = 980.6199 gals.).
 GR1377
 GR1377.The modeled gravity was interpolated from observed gravity values.
 GR1377
 GR1377;                    North         East    Units  Estimated Accuracy
 GR1377;SPC NV E     - 8,213,630.      294,970.      MT  (+/- 180 meters Scaled)
 GR1377
 GR1377                          SUPERSEDED SURVEY CONTROL
 GR1377
 GR1377.No superseded survey control is available for this station.
 GR1377
 GR1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA215612(NAD 83)
 GR1377_MARKER: DB = BENCH MARK DISK
 GR1377_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GR1377_SP_SET: BRIDGE PIER
 GR1377_STAMPING: J 406 1983
 GR1377_MARK LOGO: NGS   
 GR1377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1377+STABILITY: POSITION/ELEVATION WELL
 GR1377
 GR1377  HISTORY     - Date     Condition        Report By
 GR1377  HISTORY     - 1983     MONUMENTED       NGS
 GR1377
 GR1377                          STATION DESCRIPTION
 GR1377
 GR1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1377'4.5 KM (2.8 MI) NE FROM GLENDALE.
 GR1377'4.5 KM (2.8 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR1377'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, VERTICALLY IN THE
 GR1377'NORTHEAST FACE OF THE NORTHEAST ONE OF THREE SOUTHEAST PIERS FOR THE
 GR1377'STATE HIGHWAY 169 OVERPASS BRIDGE, 8.8 METERS (29 FT) SOUTHEAST OF THE
 GR1377'NORTH BOUND CENTERLINE, 70.7 METERS (232.5 FT) SOUTHWEST OF MILEPOST
 GR1377'94, 0.9 METER (3 FT) ABOVE THE CONCRETE RETAINING WALL.
 GR1377'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1343 ***********************************************************************
 GR1343  DESIGNATION -  J 407
 GR1343  PID         -  GR1343
 GR1343  STATE/COUNTY-  NV/CLARK
 GR1343  USGS QUAD   -  INDIAN SPRINGS SE (1982)
 GR1343
 GR1343                         *CURRENT SURVEY CONTROL
 GR1343  ___________________________________________________________________
 GR1343* NAD 83(1986)-  36 32 42.     (N)    115 35 04.     (W)     SCALED    
 GR1343* NAVD 88     -       982.954  (meters)    3224.91   (feet)  ADJUSTED  
 GR1343  ___________________________________________________________________
 GR1343  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 GR1343  DYNAMIC HT  -         981.902 (meters)    3221.46  (feet)  COMP
 GR1343  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 GR1343
 GR1343  VERT ORDER  -  FIRST     CLASS II
 GR1343
 GR1343.The horizontal coordinates were scaled from a topographic map and have
 GR1343.an estimated accuracy of +/- 6 seconds.
 GR1343
 GR1343.The orthometric height was determined by differential leveling
 GR1343.and adjusted by the National Geodetic Survey in June 1991..
 GR1343
 GR1343.The geoid height was determined by GEOID03.
 GR1343
 GR1343.The dynamic height is computed by dividing the NAVD 88
 GR1343.geopotential number by the normal gravity value computed on the
 GR1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1343.degrees latitude (g = 980.6199 gals.).
 GR1343
 GR1343.The modeled gravity was interpolated from observed gravity values.
 GR1343
 GR1343;                    North         East    Units  Estimated Accuracy
 GR1343;SPC NV E     - 8,199,140.      199,900.      MT  (+/- 180 meters Scaled)
 GR1343
 GR1343                          SUPERSEDED SURVEY CONTROL
 GR1343
 GR1343  NGVD 29 (05/01/91)  982.148  (m)         3222.26   (f) ADJUSTED    1 2
 GR1343
 GR1343.Superseded values are not recommended for survey control.
 GR1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1343.See file dsdata.txt to determine how the superseded data were derived.
 GR1343
 GR1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA267453(NAD 83)
 GR1343_MARKER: I = METAL ROD
 GR1343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1343_SP_SET: STAINLESS STEEL ROD
 GR1343_STAMPING: J 407 1983
 GR1343_MARK LOGO: NGS   
 GR1343_PROJECTION: FLUSH
 GR1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1343_ROD/PIPE-DEPTH: 4.5  meters
 GR1343
 GR1343  HISTORY     - Date     Condition        Report By
 GR1343  HISTORY     - 1983     MONUMENTED       NGS
 GR1343
 GR1343                          STATION DESCRIPTION
 GR1343
 GR1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1343'8.6 KM (5.3 MI) SE FROM INDIAN SPRINGS.
 GR1343'8.6 KM (5.35 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 GR1343'INDIAN SPRINGS, 4.05 KM (2.5 MI) NORTHWEST OF THE JUNCTION OF A PAVED
 GR1343'ROAD LEADING SOUTHWEST TO PRISON, 93.2 METERS (306 FT) NORTHWEST OF
 GR1343'MILEPOST 114, 32.3 METERS (106 FT) NORTHEAST OF THE NORTH BOUND
 GR1343'CENTERLINE, 42.4 METERS (139 FT) EAST OF THE SOUTHEAST END OF THE
 GR1343'NORTHEAST HEADWALL FOR A 30-INCH CORRUGATED METAL PIPE CULVERT.
 GR1343'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 GR1343'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0452 ***********************************************************************
 GS0452  DESIGNATION -  J 408
 GS0452  PID         -  GS0452
 GS0452  STATE/COUNTY-  NV/NYE
 GS0452  USGS QUAD   -  POINT OF ROCKS (1984)
 GS0452
 GS0452                         *CURRENT SURVEY CONTROL
 GS0452  ___________________________________________________________________
 GS0452* NAD 83(1986)-  36 34 52.     (N)    116 03 54.     (W)     SCALED    
 GS0452* NAVD 88     -       912.405  (meters)    2993.45   (feet)  ADJUSTED  
 GS0452  ___________________________________________________________________
 GS0452  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 GS0452  DYNAMIC HT  -         911.460 (meters)    2990.35  (feet)  COMP
 GS0452  MODELED GRAV-     979,564.6   (mgal)                       NAVD 88
 GS0452
 GS0452  VERT ORDER  -  FIRST     CLASS II
 GS0452
 GS0452.The horizontal coordinates were scaled from a topographic map and have
 GS0452.an estimated accuracy of +/- 6 seconds.
 GS0452
 GS0452.The orthometric height was determined by differential leveling
 GS0452.and adjusted by the National Geodetic Survey in June 1991..
 GS0452
 GS0452.The geoid height was determined by GEOID03.
 GS0452
 GS0452.The dynamic height is computed by dividing the NAVD 88
 GS0452.geopotential number by the normal gravity value computed on the
 GS0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0452.degrees latitude (g = 980.6199 gals.).
 GS0452
 GS0452.The modeled gravity was interpolated from observed gravity values.
 GS0452
 GS0452;                    North         East    Units  Estimated Accuracy
 GS0452;SPC NV C     - 6,203,320.      553,840.      MT  (+/- 180 meters Scaled)
 GS0452
 GS0452                          SUPERSEDED SURVEY CONTROL
 GS0452
 GS0452  NGVD 29 (05/01/91)  911.590  (m)         2990.77   (f) ADJUSTED    1 2
 GS0452
 GS0452.Superseded values are not recommended for survey control.
 GS0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0452.See file dsdata.txt to determine how the superseded data were derived.
 GS0452
 GS0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA836488(NAD 83)
 GS0452_MARKER: DB = BENCH MARK DISK
 GS0452_SETTING: 66 = SET IN ROCK OUTCROP
 GS0452_SP_SET: ROCK OUTCROP
 GS0452_STAMPING: J 408 1983
 GS0452_MARK LOGO: NGS   
 GS0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0452+STABILITY: POSITION/ELEVATION WELL
 GS0452
 GS0452  HISTORY     - Date     Condition        Report By
 GS0452  HISTORY     - 1983     MONUMENTED       NGS
 GS0452
 GS0452                          STATION DESCRIPTION
 GS0452
 GS0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0452'32.6 KM (20.4 MI) SE FROM LATHROP WELLS.
 GS0452'32.6 KM (20.4 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0452'STATE HIGHWAY 373 IN LATHROP WELLS, IN TOP OF AND 5.2 METERS (17 FT)
 GS0452'SOUTHWEST OF THE NORTHEAST END OF A LONG NARROW LEDGE OF LIMESTONE
 GS0452'OUTCROP AT THE NORTHEAST END OF A LONG CUT, 6.3 KM (8.5 MI) WEST OF
 GS0452'THE JUNCTION OF THE MERCURY HIGHWAY, 8.5 METERS (28 FT) SOUTHWEST OF
 GS0452'MILEPOST 10, 14.4 METERS (47.5 FT) SOUTHEAST OF THE HIGHWAY
 GS0452'CENTERLINE, 7.3 METERS (24 FT) SOUTH OF THE SOUTHWEST END OF THE
 GS0452'SOUTHEAST HEADWALL FOR A BOX CULVERT.
 GS0452'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0500 ***********************************************************************
 GS0500  DESIGNATION -  J 409
 GS0500  PID         -  GS0500
 GS0500  STATE/COUNTY-  NV/NYE
 GS0500  USGS QUAD   -  BEATTY MTN (1987)
 GS0500
 GS0500                         *CURRENT SURVEY CONTROL
 GS0500  ___________________________________________________________________
 GS0500* NAD 83(1986)-  36 55 15.     (N)    116 44 47.     (W)     SCALED    
 GS0500* NAVD 88     -      1021.715  (meters)    3352.08   (feet)  ADJUSTED  
 GS0500  ___________________________________________________________________
 GS0500  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 GS0500  DYNAMIC HT  -        1020.648 (meters)    3348.58  (feet)  COMP
 GS0500  MODELED GRAV-     979,552.3   (mgal)                       NAVD 88
 GS0500
 GS0500  VERT ORDER  -  FIRST     CLASS II
 GS0500
 GS0500.The horizontal coordinates were scaled from a topographic map and have
 GS0500.an estimated accuracy of +/- 6 seconds.
 GS0500
 GS0500.The orthometric height was determined by differential leveling
 GS0500.and adjusted by the National Geodetic Survey in June 1991..
 GS0500
 GS0500.The geoid height was determined by GEOID03.
 GS0500
 GS0500.The dynamic height is computed by dividing the NAVD 88
 GS0500.geopotential number by the normal gravity value computed on the
 GS0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0500.degrees latitude (g = 980.6199 gals.).
 GS0500
 GS0500.The modeled gravity was interpolated from observed gravity values.
 GS0500
 GS0500;                    North         East    Units  Estimated Accuracy
 GS0500;SPC NV C     - 6,240,850.      492,900.      MT  (+/- 180 meters Scaled)
 GS0500
 GS0500                          SUPERSEDED SURVEY CONTROL
 GS0500
 GS0500  NGVD 29 (05/01/91) 1020.801  (m)         3349.08   (f) ADJUSTED    1 2
 GS0500
 GS0500.Superseded values are not recommended for survey control.
 GS0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0500.See file dsdata.txt to determine how the superseded data were derived.
 GS0500
 GS0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA225861(NAD 83)
 GS0500_MARKER: I = METAL ROD
 GS0500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0500_SP_SET: STAINLESS STEEL ROD
 GS0500_STAMPING: J 409 1983
 GS0500_MARK LOGO: NGS   
 GS0500_PROJECTION: FLUSH
 GS0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0500+STABILITY: POSITION/ELEVATION WELL
 GS0500_ROD/PIPE-DEPTH: 14.6 meters
 GS0500
 GS0500  HISTORY     - Date     Condition        Report By
 GS0500  HISTORY     - 1983     MONUMENTED       NGS
 GS0500
 GS0500                          STATION DESCRIPTION
 GS0500
 GS0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0500'1.8 KM (1.1 MI) NORTH FROM BEATTY.
 GS0500'1.8 KM (1.1 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 GS0500'HIGHWAY 374 IN BEATTY, 0.2 KM (0.12 MI) SOUTH OF MILEPOST 61, 73.1
 GS0500'METERS (240 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 31.8 METERS
 GS0500'(104.5 FT) SOUTHWEST OF THE EXTENDED CENTER OF A DIRT ROAD LEADING
 GS0500'SOUTHEAST TO A SPRING, 3.6 METERS (12 FT) SOUTHWEST OF A POWER POLE
 GS0500'WITH A TRANSFORMER ATTACHED AND IN LINE WITH THE POWER LINE.
 GS0500'THE MARK IS 0.9 METERS  NNE FROM A WITNESS POST.
 GS0500'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0392 ***********************************************************************
 MT0392  DESIGNATION -  J 41
 MT0392  PID         -  MT0392
 MT0392  STATE/COUNTY-  NV/ELKO
 MT0392  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0392
 MT0392                         *CURRENT SURVEY CONTROL
 MT0392  ___________________________________________________________________
 MT0392* NAD 83(1986)-  41 53 54.     (N)    115 25 32.     (W)     SCALED    
 MT0392* NAVD 88     -      1836.276  (meters)    6024.52   (feet)  ADJUSTED  
 MT0392  ___________________________________________________________________
 MT0392  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 MT0392  DYNAMIC HT  -        1834.796 (meters)    6019.66  (feet)  COMP
 MT0392  MODELED GRAV-     979,751.2   (mgal)                       NAVD 88
 MT0392
 MT0392  VERT ORDER  -  SECOND    CLASS 0
 MT0392
 MT0392.The horizontal coordinates were scaled from a topographic map and have
 MT0392.an estimated accuracy of +/- 6 seconds.
 MT0392
 MT0392.The orthometric height was determined by differential leveling
 MT0392.and adjusted by the National Geodetic Survey in June 1991..
 MT0392
 MT0392.The geoid height was determined by GEOID03.
 MT0392
 MT0392.The dynamic height is computed by dividing the NAVD 88
 MT0392.geopotential number by the normal gravity value computed on the
 MT0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0392.degrees latitude (g = 980.6199 gals.).
 MT0392
 MT0392.The modeled gravity was interpolated from observed gravity values.
 MT0392
 MT0392;                    North         East    Units  Estimated Accuracy
 MT0392;SPC NV E     - 8,793,420.      213,090.      MT  (+/- 180 meters Scaled)
 MT0392
 MT0392                          SUPERSEDED SURVEY CONTROL
 MT0392
 MT0392  NGVD 29 (??/??/92) 1835.012  (m)         6020.37   (f) ADJ UNCH    2 0
 MT0392
 MT0392.Superseded values are not recommended for survey control.
 MT0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0392.See file dsdata.txt to determine how the superseded data were derived.
 MT0392
 MT0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG306396(NAD 83)
 MT0392_MARKER: DB = BENCH MARK DISK
 MT0392_SETTING: 80 = SET IN A BOULDER
 MT0392_STAMPING: J-41 1934
 MT0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0392+STABILITY: SURFACE MOTION
 MT0392
 MT0392  HISTORY     - Date     Condition        Report By
 MT0392  HISTORY     - 1934     MONUMENTED       CGS
 MT0392
 MT0392                          STATION DESCRIPTION
 MT0392
 MT0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0392'2.0 MI N FROM JARBIDGE.
 MT0392'2.0 MILES NORTH OF PUBLIC SCHOOL AT JARBIDGE IN TOP OF LARGE PROMINENT
 MT0392'SAND STONE BOULDER.  80 FEET SOUTHEAST OF ANGLE IN FENCE LINE. 28 FEET
 MT0392'SOUTH OF FENCE LINE.  60 FEET SOUTH OF THE CENTERLINE OF
 MT0392'JARBIDGE-THREE CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0427 ***********************************************************************
 JQ0427  DESIGNATION -  J 410
 JQ0427  PID         -  JQ0427
 JQ0427  STATE/COUNTY-  NV/ESMERALDA
 JQ0427  USGS QUAD   -  MT BUTTE (1987)
 JQ0427
 JQ0427                         *CURRENT SURVEY CONTROL
 JQ0427  ___________________________________________________________________
 JQ0427* NAD 83(1986)-  38 00 12.     (N)    117 15 59.     (W)     SCALED    
 JQ0427* NAVD 88     -      1735.570  (meters)    5694.12   (feet)  ADJUSTED  
 JQ0427  ___________________________________________________________________
 JQ0427  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 JQ0427  DYNAMIC HT  -        1733.647 (meters)    5687.81  (feet)  COMP
 JQ0427  MODELED GRAV-     979,460.1   (mgal)                       NAVD 88
 JQ0427
 JQ0427  VERT ORDER  -  FIRST     CLASS II
 JQ0427
 JQ0427.The horizontal coordinates were scaled from a topographic map and have
 JQ0427.an estimated accuracy of +/- 6 seconds.
 JQ0427
 JQ0427.The orthometric height was determined by differential leveling
 JQ0427.and adjusted by the National Geodetic Survey in June 1991..
 JQ0427
 JQ0427.The geoid height was determined by GEOID03.
 JQ0427
 JQ0427.The dynamic height is computed by dividing the NAVD 88
 JQ0427.geopotential number by the normal gravity value computed on the
 JQ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0427.degrees latitude (g = 980.6199 gals.).
 JQ0427
 JQ0427.The modeled gravity was interpolated from observed gravity values.
 JQ0427
 JQ0427;                    North         East    Units  Estimated Accuracy
 JQ0427;SPC NV W     - 4,361,790.      915,660.      MT  (+/- 180 meters Scaled)
 JQ0427
 JQ0427                          SUPERSEDED SURVEY CONTROL
 JQ0427
 JQ0427  NGVD 29 (05/01/91) 1734.383  (m)         5690.22   (f) ADJUSTED    1 2
 JQ0427
 JQ0427.Superseded values are not recommended for survey control.
 JQ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0427.See file dsdata.txt to determine how the superseded data were derived.
 JQ0427
 JQ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC766062(NAD 83)
 JQ0427_MARKER: DB = BENCH MARK DISK
 JQ0427_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0427_SP_SET: ROCK OUTCROP
 JQ0427_STAMPING: J 410 1983
 JQ0427_MARK LOGO: NGS   
 JQ0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0427+STABILITY: POSITION/ELEVATION WELL
 JQ0427
 JQ0427  HISTORY     - Date     Condition        Report By
 JQ0427  HISTORY     - 1983     MONUMENTED       NGS
 JQ0427
 JQ0427                          STATION DESCRIPTION
 JQ0427
 JQ0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JQ0427'8.0 KM (5.0 MI) SOUTH FROM TONOPAH.
 JQ0427'8.0 KM (5.0 MI) SOUTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 JQ0427'HIGHWAY 6 IN TONOPAH, IN TOP OF A PORTION OF OUTCROP AT THE NORTH END
 JQ0427'OF A SHORT CUT AND THE SOUTH EDGE OF A WASH, 0.5 KM (0.35 MI) NORTH OF
 JQ0427'A POWER LINE CROSSING, 18.8 METERS (62 FT) NORTHWEST OF THE HIGHWAY
 JQ0427'CENTERLINE, 9.1 METERS (30 FT) SOUTHWEST OF THE NORTHWEST END OF TWO
 JQ0427'48-INCH CONCRETE PIPE CULVERTS.
 JQ0427'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 JQ0427'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0829 ***********************************************************************
 HQ0829  DESIGNATION -  J 411
 HQ0829  PID         -  HQ0829
 HQ0829  STATE/COUNTY-  NV/ESMERALDA
 HQ0829  USGS QUAD   -  RALSTON (1988)
 HQ0829
 HQ0829                         *CURRENT SURVEY CONTROL
 HQ0829  ___________________________________________________________________
 HQ0829* NAD 83(1986)-  37 31 14.     (N)    117 11 25.     (W)     SCALED    
 HQ0829* NAVD 88     -      1461.372  (meters)    4794.52   (feet)  ADJUSTED  
 HQ0829  ___________________________________________________________________
 HQ0829  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 HQ0829  DYNAMIC HT  -        1459.763 (meters)    4789.24  (feet)  COMP
 HQ0829  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 HQ0829
 HQ0829  VERT ORDER  -  FIRST     CLASS II
 HQ0829
 HQ0829.The horizontal coordinates were scaled from a topographic map and have
 HQ0829.an estimated accuracy of +/- 6 seconds.
 HQ0829
 HQ0829.The orthometric height was determined by differential leveling
 HQ0829.and adjusted by the National Geodetic Survey in June 1991..
 HQ0829
 HQ0829.The geoid height was determined by GEOID03.
 HQ0829
 HQ0829.The dynamic height is computed by dividing the NAVD 88
 HQ0829.geopotential number by the normal gravity value computed on the
 HQ0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0829.degrees latitude (g = 980.6199 gals.).
 HQ0829
 HQ0829.The modeled gravity was interpolated from observed gravity values.
 HQ0829
 HQ0829;                    North         East    Units  Estimated Accuracy
 HQ0829;SPC NV W     - 4,308,310.      923,140.      MT  (+/- 180 meters Scaled)
 HQ0829
 HQ0829                          SUPERSEDED SURVEY CONTROL
 HQ0829
 HQ0829  NGVD 29 (05/01/91) 1460.288  (m)         4790.96   (f) ADJUSTED    1 2
 HQ0829
 HQ0829.Superseded values are not recommended for survey control.
 HQ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0829.See file dsdata.txt to determine how the superseded data were derived.
 HQ0829
 HQ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB831526(NAD 83)
 HQ0829_MARKER: I = METAL ROD
 HQ0829_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HQ0829+WITH SETTING: INFORMATION.
 HQ0829_SP_SET: STAINLESS STEEL ROD
 HQ0829_STAMPING: J 411 1983
 HQ0829_MARK LOGO: NGS   
 HQ0829_PROJECTION: FLUSH
 HQ0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0829_ROD/PIPE-DEPTH: 2.7  meters
 HQ0829
 HQ0829  HISTORY     - Date     Condition        Report By
 HQ0829  HISTORY     - 1983     MONUMENTED       NGS
 HQ0829
 HQ0829                          STATION DESCRIPTION
 HQ0829
 HQ0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0829'21.6 KM (13.4 MI) SOUTH FROM GOLDFIELD.
 HQ0829'21.6 KM (13.4 MI) SOUTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0829'GOLDFIELD, AT BRACE POSTS IN THE WEST RIGHT-OF-WAY FENCE, 67.0 METERS
 HQ0829'(220 FT) WEST OF THE HIGHWAY CENTERLINE, 0.9 METER (3 FT) EAST OF THE
 HQ0829'RIGHT-OF-WAY FENCE.
 HQ0829'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 HQ0829'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0805 ***********************************************************************
 HQ0805  DESIGNATION -  J 412
 HQ0805  PID         -  HQ0805
 HQ0805  STATE/COUNTY-  NV/NYE
 HQ0805  USGS QUAD   -  BONNIE CLAIRE (1968)
 HQ0805
 HQ0805                         *CURRENT SURVEY CONTROL
 HQ0805  ___________________________________________________________________
 HQ0805* NAD 83(1986)-  37 14 58.     (N)    117 00 12.     (W)     SCALED    
 HQ0805* NAVD 88     -      1207.904  (meters)    3962.93   (feet)  ADJUSTED  
 HQ0805  ___________________________________________________________________
 HQ0805  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 HQ0805  DYNAMIC HT  -        1206.591 (meters)    3958.62  (feet)  COMP
 HQ0805  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 HQ0805
 HQ0805  VERT ORDER  -  FIRST     CLASS II
 HQ0805
 HQ0805.The horizontal coordinates were scaled from a topographic map and have
 HQ0805.an estimated accuracy of +/- 6 seconds.
 HQ0805
 HQ0805.The orthometric height was determined by differential leveling
 HQ0805.and adjusted by the National Geodetic Survey in June 1991..
 HQ0805
 HQ0805.The geoid height was determined by GEOID03.
 HQ0805
 HQ0805.The dynamic height is computed by dividing the NAVD 88
 HQ0805.geopotential number by the normal gravity value computed on the
 HQ0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0805.degrees latitude (g = 980.6199 gals.).
 HQ0805
 HQ0805.The modeled gravity was interpolated from observed gravity values.
 HQ0805
 HQ0805;                    North         East    Units  Estimated Accuracy
 HQ0805;SPC NV C     - 6,277,360.      470,130.      MT  (+/- 180 meters Scaled)
 HQ0805
 HQ0805                          SUPERSEDED SURVEY CONTROL
 HQ0805
 HQ0805  NGVD 29 (05/01/91) 1206.888  (m)         3959.60   (f) ADJUSTED    1 2
 HQ0805
 HQ0805.Superseded values are not recommended for survey control.
 HQ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0805.See file dsdata.txt to determine how the superseded data were derived.
 HQ0805
 HQ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB997225(NAD 83)
 HQ0805_MARKER: I = METAL ROD
 HQ0805_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HQ0805_SP_SET: STAINLESS STEEL ROD
 HQ0805_STAMPING: J 412 1983
 HQ0805_MARK LOGO: NGS   
 HQ0805_PROJECTION: FLUSH
 HQ0805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0805+STABILITY: POSITION/ELEVATION WELL
 HQ0805_ROD/PIPE-DEPTH: 12.2 meters
 HQ0805
 HQ0805  HISTORY     - Date     Condition        Report By
 HQ0805  HISTORY     - 1983     MONUMENTED       NGS
 HQ0805
 HQ0805                          STATION DESCRIPTION
 HQ0805
 HQ0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0805'49.8 KM (31.1 MI) NORTH FROM BEATTY.
 HQ0805'49.8 KM (31.15 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 HQ0805'STATE HIGHWAY 374 IN BEATTY, 6.95 KM (4.35 MI) SOUTHEAST OF THE
 HQ0805'T-JUNCTION OF STATE HIGHWAY 267 AND SCOTTYS JUNCTION, 70.4 METERS (231
 HQ0805'FT) SOUTH-SOUTHWEST OF MILEPOST 91, 60.2 METERS (197.5 FT) SOUTHWEST
 HQ0805'OF THE HIGHWAY CENTERLINE, 42.0 METERS (138 FT) NORTHWEST OF THE
 HQ0805'SECOND POWER POLE SOUTHEAST OF THE T-JUNCTION OF TWO POWER LINES, 1.6
 HQ0805'METERS (5.5 FT) SOUTHEAST OF THE NORTHWEST POST OF A WOODEN FENCE
 HQ0805'BRACE IN THE RIGHT-OF-WAY FENCE, 0.6 METER (2 FT) NORTHEAST OF THE
 HQ0805'RIGHT-OF-WAY FENCE.
 HQ0805'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 HQ0805'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0341 ***********************************************************************
 MU0341  DESIGNATION -  J 413
 MU0341  PID         -  MU0341
 MU0341  STATE/COUNTY-  NV/ELKO
 MU0341  USGS QUAD   -  DEEP CREEK (1987)
 MU0341
 MU0341                         *CURRENT SURVEY CONTROL
 MU0341  ___________________________________________________________________
 MU0341* NAD 83(1986)-  41 36 02.     (N)    116 13 05.     (W)     SCALED    
 MU0341* NAVD 88     -      1802.619  (meters)    5914.09   (feet)  ADJUSTED  
 MU0341  ___________________________________________________________________
 MU0341  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 MU0341  DYNAMIC HT  -        1801.182 (meters)    5909.38  (feet)  COMP
 MU0341  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 MU0341
 MU0341  VERT ORDER  -  FIRST     CLASS II
 MU0341
 MU0341.The horizontal coordinates were scaled from a topographic map and have
 MU0341.an estimated accuracy of +/- 6 seconds.
 MU0341
 MU0341.The orthometric height was determined by differential leveling
 MU0341.and adjusted by the National Geodetic Survey in June 1991..
 MU0341
 MU0341.The geoid height was determined by GEOID03.
 MU0341
 MU0341.The dynamic height is computed by dividing the NAVD 88
 MU0341.geopotential number by the normal gravity value computed on the
 MU0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0341.degrees latitude (g = 980.6199 gals.).
 MU0341
 MU0341.The modeled gravity was interpolated from observed gravity values.
 MU0341
 MU0341;                    North         East    Units  Estimated Accuracy
 MU0341;SPC NV E     - 8,760,530.      147,090.      MT  (+/- 180 meters Scaled)
 MU0341
 MU0341                          SUPERSEDED SURVEY CONTROL
 MU0341
 MU0341.No superseded survey control is available for this station.
 MU0341
 MU0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG651057(NAD 83)
 MU0341_MARKER: I = METAL ROD
 MU0341_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0341_SP_SET: STAINLESS STEEL ROD
 MU0341_STAMPING: J 413 1983
 MU0341_MARK LOGO: NGS   
 MU0341_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0341
 MU0341  HISTORY     - Date     Condition        Report By
 MU0341  HISTORY     - 1983     MONUMENTED       NGS
 MU0341  HISTORY     - 19840601 GOOD             NGS
 MU0341
 MU0341                          STATION DESCRIPTION
 MU0341
 MU0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0341'LOCATION--50.1 KM (31.3 MI) SOUTH OF OWYHEE. 0.7 KM (0.45 MI) SOUTH
 MU0341'ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE 49.4 KM
 MU0341'(30.8 MI) SOUTH ALONG STATE HIGHWAY 11, 0.9 KM (0.55 MI) SOUTH OF A
 MU0341'CATTLE GUARD UNDER A POWER LINE, 9.5 M (31.5 FT) EAST OF THE HIGHWAY
 MU0341'CENTERLINE AND 1.8 M (6 FT) NORTHEAST OF A TELEPHONE POLE.  A
 MU0341'STAINLESS STEEL ROD SET TO THE DEPTH OF 3.9 M ENCASED IN A PIPE
 MU0341'PROJECTING 5 CM.  0.5 M ABOVE THE HIGHWAY.  0.4 M WEST FROM A WITNESS
 MU0341'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0363 ***********************************************************************
 MU0363  DESIGNATION -  J 414
 MU0363  PID         -  MU0363
 MU0363  STATE/COUNTY-  NV/ELKO
 MU0363  USGS QUAD   -  TUSCARORA (1987)
 MU0363
 MU0363                         *CURRENT SURVEY CONTROL
 MU0363  ___________________________________________________________________
 MU0363* NAD 83(1986)-  41 17 22.     (N)    116 07 43.     (W)     SCALED    
 MU0363* NAVD 88     -      1773.178  (meters)    5817.50   (feet)  ADJUSTED  
 MU0363  ___________________________________________________________________
 MU0363  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 MU0363  DYNAMIC HT  -        1771.711 (meters)    5812.69  (feet)  COMP
 MU0363  MODELED GRAV-     979,733.4   (mgal)                       NAVD 88
 MU0363
 MU0363  VERT ORDER  -  FIRST     CLASS II
 MU0363
 MU0363.The horizontal coordinates were scaled from a topographic map and have
 MU0363.an estimated accuracy of +/- 6 seconds.
 MU0363
 MU0363.The orthometric height was determined by differential leveling
 MU0363.and adjusted by the National Geodetic Survey in June 1991..
 MU0363
 MU0363.The geoid height was determined by GEOID03.
 MU0363
 MU0363.The dynamic height is computed by dividing the NAVD 88
 MU0363.geopotential number by the normal gravity value computed on the
 MU0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0363.degrees latitude (g = 980.6199 gals.).
 MU0363
 MU0363.The modeled gravity was interpolated from observed gravity values.
 MU0363
 MU0363;                    North         East    Units  Estimated Accuracy
 MU0363;SPC NV E     - 8,725,930.      154,330.      MT  (+/- 180 meters Scaled)
 MU0363
 MU0363                          SUPERSEDED SURVEY CONTROL
 MU0363
 MU0363.No superseded survey control is available for this station.
 MU0363
 MU0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF729712(NAD 83)
 MU0363_MARKER: I = METAL ROD
 MU0363_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0363_SP_SET: STAINLESS STEEL ROD
 MU0363_STAMPING: J 414 1983
 MU0363_MARK LOGO: NGS   
 MU0363_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0363
 MU0363  HISTORY     - Date     Condition        Report By
 MU0363  HISTORY     - 1983     MONUMENTED       NGS
 MU0363  HISTORY     - 19840601 GOOD             NGS
 MU0363
 MU0363                          STATION DESCRIPTION
 MU0363
 MU0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0363'LOCATION--9.0 KM (5.6 MI) SE OF TUSCARORA. 9.0 KM (5.6 MI) SOUTHEAST
 MU0363'ALONG ELKO ROAD FROM THE POST OFFICE IN TUSCARORA, 12.2 M (40 FT)
 MU0363'SOUTH OF THE HIGHWAY CENTERLINE, 8.8 M (29 FT) SOUTH OF THE SOUTHEAST
 MU0363'CORNER OF A CATTLE GUARD, 2.1 M (7 FT) EAST OF A FENCE CORNER AND 0.3
 MU0363'M (1 FT) NORTH OF THE RIGHT OF WAY FENCE.  A STAINLESS STEEL ROD SET
 MU0363'TO THE DEPTH OF 8.5 M ENCASED IN A PIPE FLUSH WITH THE GROUND.  00 M
 MU0363'BELOW THE HIGHWAY.  00 M NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0678 ***********************************************************************
 MT0678  DESIGNATION -  J 415
 MT0678  PID         -  MT0678
 MT0678  STATE/COUNTY-  NV/ELKO
 MT0678  USGS QUAD   -  DINNER STATION (1971)
 MT0678
 MT0678                         *CURRENT SURVEY CONTROL
 MT0678  ___________________________________________________________________
 MT0678* NAD 83(1986)-  41 00 02.     (N)    115 52 11.     (W)     SCALED    
 MT0678* NAVD 88     -      1889.020  (meters)    6197.56   (feet)  ADJUSTED  
 MT0678  ___________________________________________________________________
 MT0678  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 MT0678  DYNAMIC HT  -        1887.390 (meters)    6192.21  (feet)  COMP
 MT0678  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 MT0678
 MT0678  VERT ORDER  -  FIRST     CLASS II
 MT0678
 MT0678.The horizontal coordinates were scaled from a topographic map and have
 MT0678.an estimated accuracy of +/- 6 seconds.
 MT0678
 MT0678.The orthometric height was determined by differential leveling
 MT0678.and adjusted by the National Geodetic Survey in June 1991..
 MT0678
 MT0678.The geoid height was determined by GEOID03.
 MT0678
 MT0678.The dynamic height is computed by dividing the NAVD 88
 MT0678.geopotential number by the normal gravity value computed on the
 MT0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0678.degrees latitude (g = 980.6199 gals.).
 MT0678
 MT0678.The modeled gravity was interpolated from observed gravity values.
 MT0678
 MT0678;                    North         East    Units  Estimated Accuracy
 MT0678;SPC NV E     - 8,693,750.      175,910.      MT  (+/- 180 meters Scaled)
 MT0678
 MT0678                          SUPERSEDED SURVEY CONTROL
 MT0678
 MT0678.No superseded survey control is available for this station.
 MT0678
 MT0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF950394(NAD 83)
 MT0678_MARKER: I = METAL ROD
 MT0678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0678_SP_SET: STAINLESS STEEL ROD
 MT0678_STAMPING: I 415 1983
 MT0678_MARK LOGO: NGS   
 MT0678_MAGNETIC: I = MARKER IS A STEEL ROD
 MT0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0678
 MT0678  HISTORY     - Date     Condition        Report By
 MT0678  HISTORY     - 1983     MONUMENTED       NGS
 MT0678  HISTORY     - 19840601 GOOD             NGS
 MT0678
 MT0678                          STATION DESCRIPTION
 MT0678
 MT0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MT0678'LOCATION--25.3 KM (15.7 MI) NORTH OF ELKO. 25.3 KM (15.75 MI) NORTH
 MT0678'ALONG STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80 AT ELKO, AT
 MT0678'A GRAVEL ROAD LEADING SOUTHWEST, 0.2 KM (0.3 MI) NORTH OF MILEPOST 43,
 MT0678'0.8 KM (0.5 MI) NORTH OF A PAINTED CATTLE GUARD IN THE HIGHWAY, 30.4 M
 MT0678'(100 FT) WEST OF THE HIGHWAY CENTERLINE, 61.8 M (203 FT) EAST OF THE
 MT0678'RIGHT OF WAY FENCE AND 9.1 M (30 FT) WEST OF THE CENTER OF THE ROAD.
 MT0678'A STAINLESS STEEL ROD SET TO THE DEPTH OF 6.7 M ENCASED IN A PIPE
 MT0678'FLUSH WITH THE GROUND.  1.0 M ABOVE THE HIGHWAY.  0.6 M EAST FROM A
 MT0678'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0508 ***********************************************************************
 GS0508  DESIGNATION -  J 416
 GS0508  PID         -  GS0508
 GS0508  STATE/COUNTY-  NV/NYE
 GS0508  USGS QUAD   -  BEATTY (1987)
 GS0508
 GS0508                         *CURRENT SURVEY CONTROL
 GS0508  ___________________________________________________________________
 GS0508* NAD 83(1986)-  36 53 02.     (N)    116 48 51.     (W)     SCALED    
 GS0508* NAVD 88     -      1026.207  (meters)    3366.81   (feet)  ADJUSTED  
 GS0508  ___________________________________________________________________
 GS0508  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 GS0508  DYNAMIC HT  -        1025.142 (meters)    3363.32  (feet)  COMP
 GS0508  MODELED GRAV-     979,558.0   (mgal)                       NAVD 88
 GS0508
 GS0508  VERT ORDER  -  FIRST     CLASS II
 GS0508
 GS0508.The horizontal coordinates were scaled from a topographic map and have
 GS0508.an estimated accuracy of +/- 6 seconds.
 GS0508
 GS0508.The orthometric height was determined by differential leveling
 GS0508.and adjusted by the National Geodetic Survey in June 1991..
 GS0508
 GS0508.The geoid height was determined by GEOID03.
 GS0508
 GS0508.The dynamic height is computed by dividing the NAVD 88
 GS0508.geopotential number by the normal gravity value computed on the
 GS0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0508.degrees latitude (g = 980.6199 gals.).
 GS0508
 GS0508.The modeled gravity was interpolated from observed gravity values.
 GS0508
 GS0508;                    North         East    Units  Estimated Accuracy
 GS0508;SPC NV C     - 6,236,750.      486,850.      MT  (+/- 180 meters Scaled)
 GS0508
 GS0508                          SUPERSEDED SURVEY CONTROL
 GS0508
 GS0508  NGVD 29 (05/01/91) 1025.296  (m)         3363.83   (f) ADJUSTED    1 2
 GS0508
 GS0508.Superseded values are not recommended for survey control.
 GS0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0508.See file dsdata.txt to determine how the superseded data were derived.
 GS0508
 GS0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA165820(NAD 83)
 GS0508_MARKER: I = METAL ROD
 GS0508_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0508_SP_SET: STAINLESS STEEL ROD
 GS0508_STAMPING: J 416 1983
 GS0508_MARK LOGO: NGS   
 GS0508_PROJECTION: FLUSH
 GS0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0508_ROD/PIPE-DEPTH: 5.5  meters
 GS0508
 GS0508  HISTORY     - Date     Condition        Report By
 GS0508  HISTORY     - 1983     MONUMENTED       NGS
 GS0508
 GS0508                          STATION DESCRIPTION
 GS0508
 GS0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0508'6.0 KM (3.7 MI) SW FROM BEATTY.
 GS0508'6.0 KM (3.75 MI) SOUTHWEST ALONG STATE HIGHWAY 374 FROM ITS JUNCTION
 GS0508'WITH US HIGHWAY 95 AT BEATTY, IN THE NORTH CORNER OF THE INTERSECTION
 GS0508'OF A DIRT ROAD, 0.45 KM (0.3 MI) NORTHEAST OF THE T JUNCTION OF
 GS0508'RHYOLITE ROAD, 0.16 KM (0.1 MI) NORTHEAST OF MILEPOST 5, 29.7 METERS
 GS0508'(97.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE AND 22.5 METERS (74 FT)
 GS0508'NORTHEAST OF THE CENTER OF THE ROAD.
 GS0508'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 GS0508'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0453 ***********************************************************************
 JQ0453  DESIGNATION -  J 417
 JQ0453  PID         -  JQ0453
 JQ0453  STATE/COUNTY-  NV/NYE
 JQ0453  USGS QUAD   -  STONE CABIN RANCH (1986)
 JQ0453
 JQ0453                         *CURRENT SURVEY CONTROL
 JQ0453  ___________________________________________________________________
 JQ0453* NAD 83(1986)-  38 08 28.     (N)    116 38 44.     (W)     SCALED    
 JQ0453* NAVD 88     -      1746.069  (meters)    5728.56   (feet)  ADJUSTED  
 JQ0453  ___________________________________________________________________
 JQ0453  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 JQ0453  DYNAMIC HT  -        1744.089 (meters)    5722.07  (feet)  COMP
 JQ0453  MODELED GRAV-     979,434.1   (mgal)                       NAVD 88
 JQ0453
 JQ0453  VERT ORDER  -  FIRST     CLASS II
 JQ0453
 JQ0453.The horizontal coordinates were scaled from a topographic map and have
 JQ0453.an estimated accuracy of +/- 6 seconds.
 JQ0453
 JQ0453.The orthometric height was determined by differential leveling
 JQ0453.and adjusted by the National Geodetic Survey in June 1991..
 JQ0453
 JQ0453.The geoid height was determined by GEOID03.
 JQ0453
 JQ0453.The dynamic height is computed by dividing the NAVD 88
 JQ0453.geopotential number by the normal gravity value computed on the
 JQ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0453.degrees latitude (g = 980.6199 gals.).
 JQ0453
 JQ0453.The modeled gravity was interpolated from observed gravity values.
 JQ0453
 JQ0453;                    North         East    Units  Estimated Accuracy
 JQ0453;SPC NV C     - 6,376,270.      501,850.      MT  (+/- 180 meters Scaled)
 JQ0453
 JQ0453                          SUPERSEDED SURVEY CONTROL
 JQ0453
 JQ0453.No superseded survey control is available for this station.
 JQ0453
 JQ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC310215(NAD 83)
 JQ0453_MARKER: DB = BENCH MARK DISK
 JQ0453_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0453_SP_SET: ROCK OUTCROP
 JQ0453_STAMPING: J 417 1984
 JQ0453_MARK LOGO: NGS   
 JQ0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0453+STABILITY: POSITION/ELEVATION WELL
 JQ0453
 JQ0453  HISTORY     - Date     Condition        Report By
 JQ0453  HISTORY     - 1984     MONUMENTED       NGS
 JQ0453
 JQ0453                          STATION DESCRIPTION
 JQ0453
 JQ0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0453'53.8 KM (33.6 MI) EAST FROM TONOPAH.
 JQ0453'53.8 KM (33.6 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0453'HIGHWAY 95 AT TONOPAH, IN TOP OF AND 3.0 METERS (10 FT) WEST OF THE
 JQ0453'EAST END OF A 4 BY 25 FOOT PORTION OF GRAY OUTCROP PROJECTING 1 FOOT
 JQ0453'ABOVE THE SURFACE OF THE GROUND, 0.15 KM (0.1 MI) WEST OF THE FIVE
 JQ0453'MILE RANCH HOUSE, 0.45 KM (0.3 MI) EAST OF MILEPOST 35, 31.7 METERS
 JQ0453'(104 FT) NORTH OF THE HIGHWAY CENTERLINE AND 17.3 METERS (57 FT) NORTH
 JQ0453'OF THE RIGHT OF WAY FENCE.
 JQ0453'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 JQ0453'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0476 ***********************************************************************
 JQ0476  DESIGNATION -  J 418
 JQ0476  PID         -  JQ0476
 JQ0476  STATE/COUNTY-  NV/NYE
 JQ0476  USGS QUAD   -  PALISADE MESA (1980)
 JQ0476
 JQ0476                         *CURRENT SURVEY CONTROL
 JQ0476  ___________________________________________________________________
 JQ0476* NAD 83(1986)-  38 25 34.     (N)    116 11 01.     (W)     SCALED    
 JQ0476* NAVD 88     -      1759.061  (meters)    5771.19   (feet)  ADJUSTED  
 JQ0476  ___________________________________________________________________
 JQ0476  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 JQ0476  DYNAMIC HT  -        1757.127 (meters)    5764.84  (feet)  COMP
 JQ0476  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 JQ0476
 JQ0476  VERT ORDER  -  FIRST     CLASS II
 JQ0476
 JQ0476.The horizontal coordinates were scaled from a topographic map and have
 JQ0476.an estimated accuracy of +/- 6 seconds.
 JQ0476
 JQ0476.The orthometric height was determined by differential leveling
 JQ0476.and adjusted by the National Geodetic Survey in June 1991..
 JQ0476
 JQ0476.The geoid height was determined by GEOID03.
 JQ0476
 JQ0476.The dynamic height is computed by dividing the NAVD 88
 JQ0476.geopotential number by the normal gravity value computed on the
 JQ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0476.degrees latitude (g = 980.6199 gals.).
 JQ0476
 JQ0476.The modeled gravity was interpolated from observed gravity values.
 JQ0476
 JQ0476;                    North         East    Units  Estimated Accuracy
 JQ0476;SPC NV C     - 6,408,010.      542,180.      MT  (+/- 180 meters Scaled)
 JQ0476
 JQ0476                          SUPERSEDED SURVEY CONTROL
 JQ0476
 JQ0476.No superseded survey control is available for this station.
 JQ0476
 JQ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC712534(NAD 83)
 JQ0476_MARKER: I = METAL ROD
 JQ0476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0476_SP_SET: STAINLESS STEEL ROD
 JQ0476_STAMPING: J 418 1984
 JQ0476_MARK LOGO: NGS   
 JQ0476_PROJECTION: FLUSH
 JQ0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0476_ROD/PIPE-DEPTH: 3.3  meters
 JQ0476
 JQ0476  HISTORY     - Date     Condition        Report By
 JQ0476  HISTORY     - 1984     MONUMENTED       NGS
 JQ0476
 JQ0476                          STATION DESCRIPTION
 JQ0476
 JQ0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0476'30.9 KM (19.3 MI) NE FROM WARM SPRINGS.
 JQ0476'30.9 KM (19.3 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0476'STATE HIGHWAY 375 AT WARM SPRINGS, 0.5 KM (0.3 MI) NORTHEAST OF
 JQ0476'MILEPOST 70, AT THE SOUTHWEST END OF A LOW DIRT CUT AND 20.9 METERS
 JQ0476'(68.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE.
 JQ0476'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 JQ0476'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0298 ***********************************************************************
 JP0298  DESIGNATION -  J 419
 JP0298  PID         -  JP0298
 JP0298  STATE/COUNTY-  NV/NYE
 JP0298  USGS QUAD   -  BLUE EAGLE SPRINGS N (1990)
 JP0298
 JP0298                         *CURRENT SURVEY CONTROL
 JP0298  ___________________________________________________________________
 JP0298* NAD 83(1986)-  38 42 54.     (N)    115 30 18.     (W)     SCALED    
 JP0298* NAVD 88     -      1527.935  (meters)    5012.90   (feet)  ADJUSTED  
 JP0298  ___________________________________________________________________
 JP0298  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 JP0298  DYNAMIC HT  -        1526.356 (meters)    5007.72  (feet)  COMP
 JP0298  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 JP0298
 JP0298  VERT ORDER  -  FIRST     CLASS II
 JP0298
 JP0298.The horizontal coordinates were scaled from a topographic map and have
 JP0298.an estimated accuracy of +/- 6 seconds.
 JP0298
 JP0298.The orthometric height was determined by differential leveling
 JP0298.and adjusted by the National Geodetic Survey in June 1991..
 JP0298
 JP0298.The geoid height was determined by GEOID03.
 JP0298
 JP0298.The dynamic height is computed by dividing the NAVD 88
 JP0298.geopotential number by the normal gravity value computed on the
 JP0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0298.degrees latitude (g = 980.6199 gals.).
 JP0298
 JP0298.The modeled gravity was interpolated from observed gravity values.
 JP0298
 JP0298;                    North         East    Units  Estimated Accuracy
 JP0298;SPC NV C     - 6,440,600.      601,030.      MT  (+/- 180 meters Scaled)
 JP0298
 JP0298                          SUPERSEDED SURVEY CONTROL
 JP0298
 JP0298.No superseded survey control is available for this station.
 JP0298
 JP0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC299862(NAD 83)
 JP0298_MARKER: I = METAL ROD
 JP0298_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JP0298_SP_SET: STAINLESS STEEL ROD
 JP0298_STAMPING: J 419 1984
 JP0298_MARK LOGO: NGS   
 JP0298_PROJECTION: FLUSH
 JP0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0298_ROD/PIPE-DEPTH: 3.0  meters
 JP0298
 JP0298  HISTORY     - Date     Condition        Report By
 JP0298  HISTORY     - 1984     MONUMENTED       NGS
 JP0298
 JP0298                          STATION DESCRIPTION
 JP0298
 JP0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0298'4.3 KM (2.7 MI) SW FROM CURRANT.
 JP0298'4.3 KM (2.7 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0298'STATE HIGHWAY 379 AT CURRANT, 0.6 KM (0.4 MI) NORTHEAST OF MILEPOST
 JP0298'115, AT THE SOUTHWEST END OF A LARGE GRASS FLAT, 22.2 METERS (73 FT)
 JP0298'NORTHWEST OF THE HIGHWAY CENTERLINE.
 JP0298'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JP0298'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0056 ***********************************************************************
 KP0056  DESIGNATION -  J 42
 KP0056  PID         -  KP0056
 KP0056  STATE/COUNTY-  NV/WHITE PINE
 KP0056  USGS QUAD   -  CONNORS PASS (1993)
 KP0056
 KP0056                         *CURRENT SURVEY CONTROL
 KP0056  ___________________________________________________________________
 KP0056* NAD 83(1986)-  39 01 22.     (N)    114 40 30.     (W)     SCALED    
 KP0056* NAVD 88     -      2214.866  (meters)    7266.61   (feet)  ADJUSTED  
 KP0056  ___________________________________________________________________
 KP0056  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 KP0056  DYNAMIC HT  -        2212.310 (meters)    7258.22  (feet)  COMP
 KP0056  MODELED GRAV-     979,394.6   (mgal)                       NAVD 88
 KP0056
 KP0056  VERT ORDER  -  FIRST     CLASS II
 KP0056
 KP0056.The horizontal coordinates were scaled from a topographic map and have
 KP0056.an estimated accuracy of +/- 6 seconds.
 KP0056
 KP0056.The orthometric height was determined by differential leveling
 KP0056.and adjusted by the National Geodetic Survey in June 1991..
 KP0056
 KP0056.The geoid height was determined by GEOID03.
 KP0056
 KP0056.The dynamic height is computed by dividing the NAVD 88
 KP0056.geopotential number by the normal gravity value computed on the
 KP0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0056.degrees latitude (g = 980.6199 gals.).
 KP0056
 KP0056.The modeled gravity was interpolated from observed gravity values.
 KP0056
 KP0056;                    North         East    Units  Estimated Accuracy
 KP0056;SPC NV E     - 8,474,520.      278,650.      MT  (+/- 180 meters Scaled)
 KP0056
 KP0056                          SUPERSEDED SURVEY CONTROL
 KP0056
 KP0056  NGVD 29 (??/??/92) 2213.46   (m)         7262.0    (f) COMPUTED    1 2
 KP0056
 KP0056.Superseded values are not recommended for survey control.
 KP0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0056.See file dsdata.txt to determine how the superseded data were derived.
 KP0056
 KP0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD012218(NAD 83)
 KP0056_MARKER: DB = BENCH MARK DISK
 KP0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0056_STAMPING: J-42 1934
 KP0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0056+STABILITY: SURFACE MOTION
 KP0056
 KP0056  HISTORY     - Date     Condition        Report By
 KP0056  HISTORY     - 1934     MONUMENTED       CGS
 KP0056  HISTORY     - 1957     MARK NOT FOUND   USGS
 KP0056
 KP0056                          STATION DESCRIPTION
 KP0056
 KP0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0056'21.1 MI SE FROM ELY.
 KP0056'21.1 MILES SOUTHEAST OF ELY, WHITE PINE CO. COURT HOUSE 33 FEET
 KP0056'NORTHWEST OF THE CONCRETE FRONT OF A CELLAR BELONGING TO THE CONNOR
 KP0056'PLACE.  30 FEET SOUTH OF CENTER LINE OF U.S. HIGHWAY 93.
 KP0056
 KP0056                          STATION RECOVERY (1957)
 KP0056
 KP0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KP0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0322 ***********************************************************************
 JP0322  DESIGNATION -  J 420
 JP0322  PID         -  JP0322
 JP0322  STATE/COUNTY-  NV/WHITE PINE
 JP0322  USGS QUAD   -  BADGER HOLE SPRING (1978)
 JP0322
 JP0322                         *CURRENT SURVEY CONTROL
 JP0322  ___________________________________________________________________
 JP0322* NAD 83(1986)-  38 59 19.     (N)    115 07 45.     (W)     SCALED    
 JP0322* NAVD 88     -      1842.449  (meters)    6044.77   (feet)  ADJUSTED  
 JP0322  ___________________________________________________________________
 JP0322  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 JP0322  DYNAMIC HT  -        1840.490 (meters)    6038.34  (feet)  COMP
 JP0322  MODELED GRAV-     979,499.0   (mgal)                       NAVD 88
 JP0322
 JP0322  VERT ORDER  -  FIRST     CLASS II
 JP0322
 JP0322.The horizontal coordinates were scaled from a topographic map and have
 JP0322.an estimated accuracy of +/- 6 seconds.
 JP0322
 JP0322.The orthometric height was determined by differential leveling
 JP0322.and adjusted by the National Geodetic Survey in June 1991..
 JP0322
 JP0322.The geoid height was determined by GEOID03.
 JP0322
 JP0322.The dynamic height is computed by dividing the NAVD 88
 JP0322.geopotential number by the normal gravity value computed on the
 JP0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0322.degrees latitude (g = 980.6199 gals.).
 JP0322
 JP0322.The modeled gravity was interpolated from observed gravity values.
 JP0322
 JP0322;                    North         East    Units  Estimated Accuracy
 JP0322;SPC NV E     - 8,470,430.      239,350.      MT  (+/- 180 meters Scaled)
 JP0322
 JP0322                          SUPERSEDED SURVEY CONTROL
 JP0322
 JP0322.No superseded survey control is available for this station.
 JP0322
 JP0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD620171(NAD 83)
 JP0322_MARKER: I = METAL ROD
 JP0322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JP0322_SP_SET: STAINLESS STEEL ROD
 JP0322_STAMPING: J 420 1984
 JP0322_MARK LOGO: NGS   
 JP0322_PROJECTION: FLUSH
 JP0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0322_ROD/PIPE-DEPTH: 3.3  meters
 JP0322
 JP0322  HISTORY     - Date     Condition        Report By
 JP0322  HISTORY     - 1984     MONUMENTED       NGS
 JP0322
 JP0322                          STATION DESCRIPTION
 JP0322
 JP0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0322'44.6 KM (27.7 MI) NE FROM CURRANT.
 JP0322'44.6 KM (27.7 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0322'STATE HIGHWAY 379 AT CURRANT, 1.1 KM (0.7 MI) SOUTHWEST OF THE
 JP0322'JUNCTION OF STATE HIGHWAY 318, 0.4 KM (0.25 MI) NORTHEAST OF MILEPOST
 JP0322'13, ON TOP OF A RIDGE AT THE NORTHEAST END OF AN ALLUVIAL CUT,
 JP0322'27.1 METERS (89 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 33.2 METERS
 JP0322'(109 FT) SOUTHEAST OF THE CENTER OF THE OLD HIGHWAY BED AND
 JP0322'18.9 METERS (62 FT) NORTH OF THE NORTHEAST END OF THE CUT.
 JP0322'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 JP0322'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0580 ***********************************************************************
 LQ0580  DESIGNATION -  J 421
 LQ0580  PID         -  LQ0580
 LQ0580  STATE/COUNTY-  NV/ELKO
 LQ0580  USGS QUAD   -  HUNTER (1982)
 LQ0580
 LQ0580                         *CURRENT SURVEY CONTROL
 LQ0580  ___________________________________________________________________
 LQ0580* NAD 83(1986)-  40 46 19.     (N)    115 54 37.     (W)     SCALED    
 LQ0580* NAVD 88     -      1527.039  (meters)    5009.96   (feet)  ADJUSTED  
 LQ0580  ___________________________________________________________________
 LQ0580  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 LQ0580  DYNAMIC HT  -        1525.793 (meters)    5005.87  (feet)  COMP
 LQ0580  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 LQ0580
 LQ0580  VERT ORDER  -  FIRST     CLASS II
 LQ0580
 LQ0580.The horizontal coordinates were scaled from a topographic map and have
 LQ0580.an estimated accuracy of +/- 6 seconds.
 LQ0580
 LQ0580.The orthometric height was determined by differential leveling
 LQ0580.and adjusted by the National Geodetic Survey in June 1991..
 LQ0580
 LQ0580.The geoid height was determined by GEOID03.
 LQ0580
 LQ0580.The dynamic height is computed by dividing the NAVD 88
 LQ0580.geopotential number by the normal gravity value computed on the
 LQ0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0580.degrees latitude (g = 980.6199 gals.).
 LQ0580
 LQ0580.The modeled gravity was interpolated from observed gravity values.
 LQ0580
 LQ0580;                    North         East    Units  Estimated Accuracy
 LQ0580;SPC NV E     - 8,668,370.      172,400.      MT  (+/- 180 meters Scaled)
 LQ0580
 LQ0580                          SUPERSEDED SURVEY CONTROL
 LQ0580
 LQ0580.No superseded survey control is available for this station.
 LQ0580
 LQ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF919140(NAD 83)
 LQ0580_MARKER: DB = BENCH MARK DISK
 LQ0580_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0580_SP_SET: ROCK OUTCROP
 LQ0580_STAMPING: J 421 1984
 LQ0580_MARK LOGO: NGS   
 LQ0580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0580+STABILITY: POSITION/ELEVATION WELL
 LQ0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0580+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002
 LQ0580
 LQ0580  HISTORY     - Date     Condition        Report By
 LQ0580  HISTORY     - 1984     MONUMENTED       NGS
 LQ0580  HISTORY     - 20020108 GOOD             NVGS
 LQ0580
 LQ0580                          STATION DESCRIPTION
 LQ0580
 LQ0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LQ0580'14.6 KM (9.1 MI) SW FROM ELKO.
 LQ0580'6.15 KM (3.85 MI) SOUTHWEST ALONG OLD US HIGHWAY 40 (IDAHO STREET)
 LQ0580'FROM THE COURTHOUSE AT ELKO, THENCE 8.5 KM (5.3 MI) SOUTHWEST ALONG
 LQ0580'INTERSTATE 80, IN THE TOP CENTER OF A 1 BY 1 FOOT LEDGE, AT THE
 LQ0580'SOUTHWEST END OF A 3 BY 15 FOOT PORTION OF LIMESTONE OUTCROP, IN THE
 LQ0580'BASE OF THE SOUTHWEST END OF A LONG TALL CUT BANK, 1.0 KM (0.6 MI)
 LQ0580'NORTHEAST OF THE HUNTER INTERCHANGE, 0.35 KM (0.2 MI) NORTHEAST OF
 LQ0580'MILEPOST 293, 13.7 METERS (45 FT) NORTHWEST OF THE WEST BOUND HIGHWAY
 LQ0580'CENTERLINE, 18.3 METERS (60 FT) EAST OF AND 5.8 METERS (19 FT) BELOW
 LQ0580'NEVADA HIGHWAY DEPARTMENT BENCH MARK A.S.C. 7-9, 1.0 METER (3.5 FT)
 LQ0580'ABOVE THE BASE OF THE CUT AND 0.6 METER (2 FT) NORTHEAST OF THE
 LQ0580'SOUTHWEST END OF THE OUTCROP.
 LQ0580'THE MARK IS 0.1 METERS  S FROM A WITNESS POST.
 LQ0580'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 LQ0580
 LQ0580                          STATION RECOVERY (2002)
 LQ0580
 LQ0580'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 LQ0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0578 ***********************************************************************
 LQ0578  DESIGNATION -  J 422
 LQ0578  PID         -  LQ0578
 LQ0578  STATE/COUNTY-  NV/ELKO
 LQ0578  USGS QUAD   -  OSINO (1982)
 LQ0578
 LQ0578                         *CURRENT SURVEY CONTROL
 LQ0578  ___________________________________________________________________
 LQ0578* NAD 83(1986)-  40 55 41.     (N)    115 40 23.     (W)     SCALED    
 LQ0578* NAVD 88     -      1578.333  (meters)    5178.25   (feet)  ADJUSTED  
 LQ0578  ___________________________________________________________________
 LQ0578  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 LQ0578  DYNAMIC HT  -        1577.027 (meters)    5173.96  (feet)  COMP
 LQ0578  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 LQ0578
 LQ0578  VERT ORDER  -  FIRST     CLASS II
 LQ0578
 LQ0578.The horizontal coordinates were scaled from a topographic map and have
 LQ0578.an estimated accuracy of +/- 6 seconds.
 LQ0578
 LQ0578.The orthometric height was determined by differential leveling
 LQ0578.and adjusted by the National Geodetic Survey in June 1991..
 LQ0578
 LQ0578.The geoid height was determined by GEOID03.
 LQ0578
 LQ0578.The dynamic height is computed by dividing the NAVD 88
 LQ0578.geopotential number by the normal gravity value computed on the
 LQ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0578.degrees latitude (g = 980.6199 gals.).
 LQ0578
 LQ0578.The modeled gravity was interpolated from observed gravity values.
 LQ0578
 LQ0578;                    North         East    Units  Estimated Accuracy
 LQ0578;SPC NV E     - 8,685,660.      192,440.      MT  (+/- 180 meters Scaled)
 LQ0578
 LQ0578                          SUPERSEDED SURVEY CONTROL
 LQ0578
 LQ0578.No superseded survey control is available for this station.
 LQ0578
 LQ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF117316(NAD 83)
 LQ0578_MARKER: I = METAL ROD
 LQ0578_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LQ0578+WITH SETTING: INFORMATION.
 LQ0578_SP_SET: SHALLOW-SET METAL ROD
 LQ0578_STAMPING: J 422 1984
 LQ0578_MARK LOGO: NGS   
 LQ0578_PROJECTION: FLUSH
 LQ0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0578_ROD/PIPE-DEPTH: 2.1  meters
 LQ0578
 LQ0578  HISTORY     - Date     Condition        Report By
 LQ0578  HISTORY     - 1984     MONUMENTED       NGS
 LQ0578
 LQ0578                          STATION DESCRIPTION
 LQ0578
 LQ0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LQ0578'13.2 KM (8.3 MI) NE FROM ELKO.
 LQ0578'13.25 KM (8.3 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE
 LQ0578'COURTHOUSE AT ELKO, 0.9 KM (0.6 MI) SOUTHWEST OF THE INTERSTATE 80
 LQ0578'OSINO INTERCHANGE, ON THE NORTHEAST END OF A SHORT LOW CUT,
 LQ0578'14.5 METERS (47.5 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY.
 LQ0578'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 LQ0578'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0695 ***********************************************************************
 MT0695  DESIGNATION -  J 423
 MT0695  PID         -  MT0695
 MT0695  STATE/COUNTY-  NV/ELKO
 MT0695  USGS QUAD   -  HOLBORN (1968)
 MT0695
 MT0695                         *CURRENT SURVEY CONTROL
 MT0695  ___________________________________________________________________
 MT0695* NAD 83(1986)-  41 09 24.     (N)    114 43 36.     (W)     SCALED    
 MT0695* NAVD 88     -      1829.370  (meters)    6001.86   (feet)  ADJUSTED  
 MT0695  ___________________________________________________________________
 MT0695  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 MT0695  DYNAMIC HT  -        1827.838 (meters)    5996.83  (feet)  COMP
 MT0695  MODELED GRAV-     979,721.4   (mgal)                       NAVD 88
 MT0695
 MT0695  VERT ORDER  -  FIRST     CLASS II
 MT0695
 MT0695.The horizontal coordinates were scaled from a topographic map and have
 MT0695.an estimated accuracy of +/- 6 seconds.
 MT0695
 MT0695.The orthometric height was determined by differential leveling
 MT0695.and adjusted by the National Geodetic Survey in June 1991..
 MT0695
 MT0695.The geoid height was determined by GEOID03.
 MT0695
 MT0695.The dynamic height is computed by dividing the NAVD 88
 MT0695.geopotential number by the normal gravity value computed on the
 MT0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0695.degrees latitude (g = 980.6199 gals.).
 MT0695
 MT0695.The modeled gravity was interpolated from observed gravity values.
 MT0695
 MT0695;                    North         East    Units  Estimated Accuracy
 MT0695;SPC NV E     - 8,711,400.      271,900.      MT  (+/- 180 meters Scaled)
 MT0695
 MT0695                          SUPERSEDED SURVEY CONTROL
 MT0695
 MT0695.No superseded survey control is available for this station.
 MT0695
 MT0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF907586(NAD 83)
 MT0695_MARKER: I = METAL ROD
 MT0695_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MT0695+WITH SETTING: INFORMATION.
 MT0695_SP_SET: SHALLOW-SET METAL ROD
 MT0695_STAMPING: J 423 1984
 MT0695_MARK LOGO: NGS   
 MT0695_PROJECTION: FLUSH
 MT0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0695_ROD/PIPE-DEPTH: 1.2  meters
 MT0695
 MT0695  HISTORY     - Date     Condition        Report By
 MT0695  HISTORY     - 1984     MONUMENTED       NGS
 MT0695
 MT0695                          STATION DESCRIPTION
 MT0695
 MT0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MT0695'22.8 KM (14.3 MI) NE FROM WELLS.
 MT0695'13.45 KM (8.45 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRDIGE
 MT0695'OVER US HIGHWAY 93 AT WELLS, THENCE 0.15 KM (0.1 MI) NORTH ALONG MOOR
 MT0695'SUMMIT ROAD, THENCE 9.25 KM (5.8 MI) NORTHEAST ALONG MOOR-COBRE ROAD,
 MT0695'0.4 KM (0.25 MI) SOUTHWEST OF THE CROSSING OF INDEPENDENCE CREEK, IN
 MT0695'THE WEST CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING NORTHWEST,
 MT0695'24.7 METERS (81 FT) NORTHWEST OF THE CENTER OF MOOR-COBRE ROAD AND
 MT0695'7.9 METERS (26 FT) SOUTHWEST OF THE CENTER OF THE DIRT ROAD.
 MT0695'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 MT0695'THE MARK IS 1.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0381 ***********************************************************************
 MU0381  DESIGNATION -  J 424
 MU0381  PID         -  MU0381
 MU0381  STATE/COUNTY-  NV/HUMBOLDT
 MU0381  USGS QUAD   -  CHINA GARDEN (1983)
 MU0381
 MU0381                         *CURRENT SURVEY CONTROL
 MU0381  ___________________________________________________________________
 MU0381* NAD 83(1986)-  41 08 06.     (N)    117 41 29.     (W)     SCALED    
 MU0381* NAVD 88     -      1365.839  (meters)    4481.09   (feet)  ADJUSTED  
 MU0381  ___________________________________________________________________
 MU0381  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 MU0381  DYNAMIC HT  -        1364.831 (meters)    4477.78  (feet)  COMP
 MU0381  MODELED GRAV-     979,838.4   (mgal)                       NAVD 88
 MU0381
 MU0381  VERT ORDER  -  FIRST     CLASS II
 MU0381
 MU0381.The horizontal coordinates were scaled from a topographic map and have
 MU0381.an estimated accuracy of +/- 6 seconds.
 MU0381
 MU0381.The orthometric height was determined by differential leveling
 MU0381.and adjusted by the National Geodetic Survey in June 1991..
 MU0381
 MU0381.The geoid height was determined by GEOID03.
 MU0381
 MU0381.The dynamic height is computed by dividing the NAVD 88
 MU0381.geopotential number by the normal gravity value computed on the
 MU0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0381.degrees latitude (g = 980.6199 gals.).
 MU0381
 MU0381.The modeled gravity was interpolated from observed gravity values.
 MU0381
 MU0381;                    North         East    Units  Estimated Accuracy
 MU0381;SPC NV W     - 4,709,020.      874,880.      MT  (+/- 180 meters Scaled)
 MU0381
 MU0381                          SUPERSEDED SURVEY CONTROL
 MU0381
 MU0381.No superseded survey control is available for this station.
 MU0381
 MU0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF419539(NAD 83)
 MU0381_MARKER: I = METAL ROD
 MU0381_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MU0381+WITH SETTING: INFORMATION.
 MU0381_SP_SET: SHALLOW-SET METAL ROD
 MU0381_STAMPING: J 424 1984
 MU0381_MARK LOGO: NGS   
 MU0381_PROJECTION: FLUSH
 MU0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0381_ROD/PIPE-DEPTH: 2.1  meters
 MU0381
 MU0381  HISTORY     - Date     Condition        Report By
 MU0381  HISTORY     - 1984     MONUMENTED       NGS
 MU0381
 MU0381                          STATION DESCRIPTION
 MU0381
 MU0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0381'18.8 KM (11.7 MI) NORTH FROM WINNEMUCCA.
 MU0381'18.84 KM (11.71 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0381'WINNEMUCCA, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A FEED LOT
 MU0381'ROAD, 0.61 KM (0.38 MI) SOUTH OF MILEPOST 12, 30.2 METERS (99 FT) EAST
 MU0381'OF THE HIGHWAY CENTERLINE, 14.3 METERS (47 FT) SOUTH OF THE SOUTHWEST
 MU0381'CORNER OF A STEEL CATTLE GUARD, 5.3 METERS (17.5 FT) SOUTH OF A FENCE
 MU0381'T JUNCTION AND 0.8 METER (2.5 FT) WEST OF THE RIGHT OF WAY FENCE.
 MU0381'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MU0381'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0718 ***********************************************************************
 LR0718  DESIGNATION -  J 425
 LR0718  PID         -  LR0718
 LR0718  STATE/COUNTY-  NV/HUMBOLDT
 LR0718  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0718
 LR0718                         *CURRENT SURVEY CONTROL
 LR0718  ___________________________________________________________________
 LR0718* NAD 83(1986)-  40 58 17.     (N)    117 43 40.     (W)     SCALED    
 LR0718* NAVD 88     -      1325.423  (meters)    4348.49   (feet)  ADJUSTED  
 LR0718  ___________________________________________________________________
 LR0718  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 LR0718  DYNAMIC HT  -        1324.422 (meters)    4345.21  (feet)  COMP
 LR0718  MODELED GRAV-     979,823.5   (mgal)                       NAVD 88
 LR0718
 LR0718  VERT ORDER  -  FIRST     CLASS II
 LR0718
 LR0718.The horizontal coordinates were scaled from a topographic map and have
 LR0718.an estimated accuracy of +/- 6 seconds.
 LR0718
 LR0718.The orthometric height was determined by differential leveling
 LR0718.and adjusted by the National Geodetic Survey in June 1991..
 LR0718
 LR0718.The geoid height was determined by GEOID03.
 LR0718
 LR0718.The dynamic height is computed by dividing the NAVD 88
 LR0718.geopotential number by the normal gravity value computed on the
 LR0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0718.degrees latitude (g = 980.6199 gals.).
 LR0718
 LR0718.The modeled gravity was interpolated from observed gravity values.
 LR0718
 LR0718;                    North         East    Units  Estimated Accuracy
 LR0718;SPC NV W     - 4,690,820.      872,010.      MT  (+/- 180 meters Scaled)
 LR0718
 LR0718                          SUPERSEDED SURVEY CONTROL
 LR0718
 LR0718.No superseded survey control is available for this station.
 LR0718
 LR0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF387358(NAD 83)
 LR0718_MARKER: DB = BENCH MARK DISK
 LR0718_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LR0718_SP_SET: VERTICAL IN BUILDING
 LR0718_STAMPING: J 425 1984
 LR0718_MARK LOGO: NGS   
 LR0718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0718+STABILITY: POSITION/ELEVATION WELL
 LR0718
 LR0718  HISTORY     - Date     Condition        Report By
 LR0718  HISTORY     - 1984     MONUMENTED       NGS
 LR0718  HISTORY     - 1984     GOOD             NGS
 LR0718  HISTORY     - 1986     GOOD             NGS
 LR0718
 LR0718                          STATION DESCRIPTION
 LR0718
 LR0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0718'IN WINNEMUCCA.
 LR0718'VERTICALLY IN THE NORTHEAST FACE OF THE OLD HUMBOLDT COUNTY HOSPITAL
 LR0718'BUILDING, IN THE EAST CORNER OF THE T JUNCTION OF HASKELL STREET AND
 LR0718'HARMONY ROAD, 9.1 METERS (30 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 LR0718'THE CONCRETE STEPS FOR THE NORTHEAST MAIN ENTRANCE, 23.3 METERS
 LR0718'(76.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE NEW BRICK HOSPITAL
 LR0718'BUILDING AND 16.5 METERS (54 FT) NORTHWEST OF THE PIPE HAND RAIL FOR
 LR0718'THE NORTHEAST ENTRANCE.
 LR0718'THE MARK IS 1.5 M ABOVE THE GROUND.
 LR0718
 LR0718                          STATION RECOVERY (1984)
 LR0718
 LR0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0718'RECOVERED IN GOOD CONDITION.
 LR0718
 LR0718                          STATION RECOVERY (1986)
 LR0718
 LR0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0722 ***********************************************************************
 LR0722  DESIGNATION -  J 426
 LR0722  PID         -  LR0722
 LR0722  STATE/COUNTY-  NV/LANDER
 LR0722  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0722
 LR0722                         *CURRENT SURVEY CONTROL
 LR0722  ___________________________________________________________________
 LR0722* NAD 83(1986)-  40 38 18.     (N)    116 56 33.     (W)     SCALED    
 LR0722* NAVD 88     -      1375.891  (meters)    4514.07   (feet)  ADJUSTED  
 LR0722  ___________________________________________________________________
 LR0722  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 LR0722  DYNAMIC HT  -        1374.787 (meters)    4510.45  (feet)  COMP
 LR0722  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 LR0722
 LR0722  VERT ORDER  -  FIRST     CLASS II
 LR0722
 LR0722.The horizontal coordinates were scaled from a topographic map and have
 LR0722.an estimated accuracy of +/- 6 seconds.
 LR0722
 LR0722.The orthometric height was determined by differential leveling
 LR0722.and adjusted by the National Geodetic Survey in June 1991..
 LR0722
 LR0722.The geoid height was determined by GEOID03.
 LR0722
 LR0722.The dynamic height is computed by dividing the NAVD 88
 LR0722.geopotential number by the normal gravity value computed on the
 LR0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0722.degrees latitude (g = 980.6199 gals.).
 LR0722
 LR0722.The modeled gravity was interpolated from observed gravity values.
 LR0722
 LR0722;                    North         East    Units  Estimated Accuracy
 LR0722;SPC NV C     - 6,653,520.      476,670.      MT  (+/- 180 meters Scaled)
 LR0722
 LR0722                          SUPERSEDED SURVEY CONTROL
 LR0722
 LR0722.No superseded survey control is available for this station.
 LR0722
 LR0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE048986(NAD 83)
 LR0722_MARKER: I = METAL ROD
 LR0722_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LR0722_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LR0722_STAMPING: J 426 1984
 LR0722_MARK LOGO: NGS   
 LR0722_PROJECTION: FLUSH
 LR0722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0722+STABILITY: POSITION/ELEVATION WELL
 LR0722_ROD/PIPE-DEPTH: 14.3 meters
 LR0722_SLEEVE-DEPTH  : 9.1 meters
 LR0722
 LR0722  HISTORY     - Date     Condition        Report By
 LR0722  HISTORY     - 1984     MONUMENTED       NGS
 LR0722  HISTORY     - 1984     GOOD             NGS
 LR0722  HISTORY     - 1985     GOOD             NGS
 LR0722
 LR0722                          STATION DESCRIPTION
 LR0722
 LR0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0722'IN BATTLE MOUNTAIN.
 LR0722'2.1 METERS (7 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHAIN LINK
 LR0722'FENCE AROUND THE CITY WATER TOWER, 0.1 KM (0.05 MI) SOUTHWEST OF THE
 LR0722'HOSPITAL, 26.5 METERS (87 FT) SOUTHWEST OF THE SOUTH LEG OF THE TOWER,
 LR0722'13.4 METERS (44 FT) EAST OF THE CENTER OF A PAVED ROAD AND 1.2 METERS
 LR0722'(4 FT) SOUTH OF THE FENCE.
 LR0722'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 LR0722'THE MARK IS 0.3 M BELOW THE ROAD.
 LR0722
 LR0722                          STATION RECOVERY (1984)
 LR0722
 LR0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0722'RECOVERED IN GOOD CONDITION.
 LR0722
 LR0722                          STATION RECOVERY (1985)
 LR0722
 LR0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LR0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0242 ***********************************************************************
 KP0242  DESIGNATION -  J 427
 KP0242  PID         -  KP0242
 KP0242  STATE/COUNTY-  NV/WHITE PINE
 KP0242  USGS QUAD   -  COMINS LAKE (1978)
 KP0242
 KP0242                         *CURRENT SURVEY CONTROL
 KP0242  ___________________________________________________________________
 KP0242* NAD 83(1986)-  39 10 23.     (N)    114 49 20.     (W)     SCALED    
 KP0242* NAVD 88     -      1996.571  (meters)    6550.42   (feet)  ADJUSTED  
 KP0242  ___________________________________________________________________
 KP0242  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 KP0242  DYNAMIC HT  -        1994.381 (meters)    6543.23  (feet)  COMP
 KP0242  MODELED GRAV-     979,459.9   (mgal)                       NAVD 88
 KP0242
 KP0242  VERT ORDER  -  FIRST     CLASS II
 KP0242
 KP0242.The horizontal coordinates were scaled from a topographic map and have
 KP0242.an estimated accuracy of +/- 6 seconds.
 KP0242
 KP0242.The orthometric height was determined by differential leveling
 KP0242.and adjusted by the National Geodetic Survey in June 1991..
 KP0242
 KP0242.The geoid height was determined by GEOID03.
 KP0242
 KP0242.The dynamic height is computed by dividing the NAVD 88
 KP0242.geopotential number by the normal gravity value computed on the
 KP0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0242.degrees latitude (g = 980.6199 gals.).
 KP0242
 KP0242.The modeled gravity was interpolated from observed gravity values.
 KP0242
 KP0242;                    North         East    Units  Estimated Accuracy
 KP0242;SPC NV E     - 8,491,090.      265,770.      MT  (+/- 180 meters Scaled)
 KP0242
 KP0242                          SUPERSEDED SURVEY CONTROL
 KP0242
 KP0242.No superseded survey control is available for this station.
 KP0242
 KP0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD881382(NAD 83)
 KP0242_MARKER: I = METAL ROD
 KP0242_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0242_SP_SET: STAINLESS STEEL ROD
 KP0242_STAMPING: J 427 1984
 KP0242_MARK LOGO: NGS   
 KP0242_PROJECTION: FLUSH
 KP0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0242_ROD/PIPE-DEPTH: 8.5  meters
 KP0242
 KP0242  HISTORY     - Date     Condition        Report By
 KP0242  HISTORY     - 1984     MONUMENTED       NGS
 KP0242
 KP0242                          STATION DESCRIPTION
 KP0242
 KP0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0242'9.0 KM (5.6 MI) SE FROM ELY.
 KP0242'9.05 KM (5.65 MI) SOUTHEAST ALONG US HIGHWAYS 6, 93 AND 50 FROM THE
 KP0242'JUNCTION OF US HIGHWAYS 6 AND 93 AT ELY, 0.55 KM (0.35 MI) NORTHWEST
 KP0242'OF MILEPOST 45, 0.4 KM (0.25 MI) NORTHWEST OF THE T JUNCTION OF A DIRT
 KP0242'ROAD LEADING TO THE CCC RANCH, 61.4 METERS (201.5 FT) SOUTHWEST OF THE
 KP0242'HIGHWAY CENTERLINE, 36.4 METERS (119.5 FT) SOUTHEAST OF A FENCE T
 KP0242'JUNCTION AND 0.5 METER (1.5 FT) NORTHEAST OF AN OFFSET FENCE CORNER IN
 KP0242'THE RIGHT OF WAY FENCE.
 KP0242'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 KP0242'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0270 ***********************************************************************
 KP0270  DESIGNATION -  J 428
 KP0270  PID         -  KP0270
 KP0270  STATE/COUNTY-  NV/WHITE PINE
 KP0270  USGS QUAD   -  MAJORS PLACE (1993)
 KP0270
 KP0270                         *CURRENT SURVEY CONTROL
 KP0270  ___________________________________________________________________
 KP0270* NAD 83(1986)-  39 03 07.     (N)    114 30 08.     (W)     SCALED    
 KP0270* NAVD 88     -      1768.561  (meters)    5802.35   (feet)  ADJUSTED  
 KP0270  ___________________________________________________________________
 KP0270  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 KP0270  DYNAMIC HT  -        1766.676 (meters)    5796.17  (feet)  COMP
 KP0270  MODELED GRAV-     979,499.9   (mgal)                       NAVD 88
 KP0270
 KP0270  VERT ORDER  -  FIRST     CLASS II
 KP0270
 KP0270.The horizontal coordinates were scaled from a topographic map and have
 KP0270.an estimated accuracy of +/- 6 seconds.
 KP0270
 KP0270.The orthometric height was determined by differential leveling
 KP0270.and adjusted by the National Geodetic Survey in June 1991..
 KP0270
 KP0270.The geoid height was determined by GEOID03.
 KP0270
 KP0270.The dynamic height is computed by dividing the NAVD 88
 KP0270.geopotential number by the normal gravity value computed on the
 KP0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0270.degrees latitude (g = 980.6199 gals.).
 KP0270
 KP0270.The modeled gravity was interpolated from observed gravity values.
 KP0270
 KP0270;                    North         East    Units  Estimated Accuracy
 KP0270;SPC NV E     - 8,477,920.      293,580.      MT  (+/- 180 meters Scaled)
 KP0270
 KP0270                          SUPERSEDED SURVEY CONTROL
 KP0270
 KP0270.No superseded survey control is available for this station.
 KP0270
 KP0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD161255(NAD 83)
 KP0270_MARKER: I = METAL ROD
 KP0270_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0270_SP_SET: STAINLESS STEEL ROD
 KP0270_STAMPING: J 428 1984
 KP0270_MARK LOGO: NGS   
 KP0270_PROJECTION: FLUSH
 KP0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0270_ROD/PIPE-DEPTH: 4.2  meters
 KP0270
 KP0270  HISTORY     - Date     Condition        Report By
 KP0270  HISTORY     - 1984     MONUMENTED       NGS
 KP0270
 KP0270                          STATION DESCRIPTION
 KP0270
 KP0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0270'50.7 KM (31.7 MI) WEST FROM BAKER.
 KP0270'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0270'OFFICE AT BAKER, THENCE 42.05 KM (26.25 MI) WEST ALONG US HIGHWAYS 6
 KP0270'AND 50, 4.45 KM (2.8 MI) NORTHEAST OF THE JUNCTION OF STATE HIGHWAY
 KP0270'893, 0.7 KM (0.45 MI) NORTHEAST OF MILEPOST 69, 40.8 METERS (134 FT)
 KP0270'SOUTHEAST OF THE HIGHWAY CENTERLINE AND 31.8 METERS (104.5 FT) SOUTH
 KP0270'OF THE CENTER OF A DRAINAGE DITCH.
 KP0270'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 KP0270'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0297 ***********************************************************************
 KP0297  DESIGNATION -  J 429
 KP0297  PID         -  KP0297
 KP0297  STATE/COUNTY-  NV/WHITE PINE
 KP0297  USGS QUAD   -  LEHMAN CAVES (1986)
 KP0297
 KP0297                         *CURRENT SURVEY CONTROL
 KP0297  ___________________________________________________________________
 KP0297* NAD 83(1986)-  39 03 32.     (N)    114 09 39.     (W)     SCALED    
 KP0297* NAVD 88     -      1692.787  (meters)    5553.75   (feet)  ADJUSTED  
 KP0297  ___________________________________________________________________
 KP0297  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 KP0297  DYNAMIC HT  -        1691.036 (meters)    5548.01  (feet)  COMP
 KP0297  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 KP0297
 KP0297  VERT ORDER  -  FIRST     CLASS II
 KP0297
 KP0297.The horizontal coordinates were scaled from a topographic map and have
 KP0297.an estimated accuracy of +/- 6 seconds.
 KP0297
 KP0297.The orthometric height was determined by differential leveling
 KP0297.and adjusted by the National Geodetic Survey in June 1991..
 KP0297
 KP0297.The geoid height was determined by GEOID03.
 KP0297
 KP0297.The dynamic height is computed by dividing the NAVD 88
 KP0297.geopotential number by the normal gravity value computed on the
 KP0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0297.degrees latitude (g = 980.6199 gals.).
 KP0297
 KP0297.The modeled gravity was interpolated from observed gravity values.
 KP0297
 KP0297;                    North         East    Units  Estimated Accuracy
 KP0297;SPC NV E     - 8,479,100.      323,110.      MT  (+/- 180 meters Scaled)
 KP0297
 KP0297                          SUPERSEDED SURVEY CONTROL
 KP0297
 KP0297.No superseded survey control is available for this station.
 KP0297
 KP0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD456271(NAD 83)
 KP0297_MARKER: I = METAL ROD
 KP0297_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0297_SP_SET: STAINLESS STEEL ROD
 KP0297_STAMPING: J 429 1984
 KP0297_MARK LOGO: NGS   
 KP0297_PROJECTION: FLUSH
 KP0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0297_ROD/PIPE-DEPTH: 3.3  meters
 KP0297
 KP0297  HISTORY     - Date     Condition        Report By
 KP0297  HISTORY     - 1984     MONUMENTED       NGS
 KP0297
 KP0297                          STATION DESCRIPTION
 KP0297
 KP0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0297'6.5 KM (4.0 MI) NW FROM BAKER.
 KP0297'6.5 KM (4.05 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0297'OFFICE AT BAKER, 0.5 KM (0.3 MI) NORTHWEST OF THE INTERSECTION OF A
 KP0297'TRACK ROAD, 59.1 METERS (194 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 KP0297'121.3 METERS (398 FT) NORTH OF MILEPOST 10, 70.1 METERS (230 FT) NORTH
 KP0297'OF THE NORTHEAST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT AND
 KP0297'4.7 METERS (15.5 FT) SOUTHWEST OF A POWER POLE.
 KP0297'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 KP0297'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0144 ***********************************************************************
 KP0144  DESIGNATION -  J 43
 KP0144  PID         -  KP0144
 KP0144  STATE/COUNTY-  NV/WHITE PINE
 KP0144  USGS QUAD   -  MARKING CORRAL SUMMI (1990)
 KP0144
 KP0144                         *CURRENT SURVEY CONTROL
 KP0144  ___________________________________________________________________
 KP0144* NAD 83(1986)-  39 24 33.     (N)    115 13 52.     (W)     SCALED    
 KP0144* NAVD 88     -      1955.142  (meters)    6414.49   (feet)  ADJUSTED  
 KP0144  ___________________________________________________________________
 KP0144  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 KP0144  DYNAMIC HT  -        1953.095 (meters)    6407.78  (feet)  COMP
 KP0144  MODELED GRAV-     979,510.3   (mgal)                       NAVD 88
 KP0144
 KP0144  VERT ORDER  -  FIRST     CLASS II
 KP0144
 KP0144.The horizontal coordinates were scaled from a topographic map and have
 KP0144.an estimated accuracy of +/- 6 seconds.
 KP0144
 KP0144.The orthometric height was determined by differential leveling
 KP0144.and adjusted by the National Geodetic Survey in June 1991..
 KP0144
 KP0144.The geoid height was determined by GEOID03.
 KP0144
 KP0144.The dynamic height is computed by dividing the NAVD 88
 KP0144.geopotential number by the normal gravity value computed on the
 KP0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0144.degrees latitude (g = 980.6199 gals.).
 KP0144
 KP0144.The modeled gravity was interpolated from observed gravity values.
 KP0144
 KP0144;                    North         East    Units  Estimated Accuracy
 KP0144;SPC NV E     - 8,517,080.      230,330.      MT  (+/- 180 meters Scaled)
 KP0144
 KP0144                          SUPERSEDED SURVEY CONTROL
 KP0144
 KP0144  NGVD 29 (??/??/92) 1953.873  (m)         6410.33   (f) ADJ UNCH    1 2
 KP0144
 KP0144.Superseded values are not recommended for survey control.
 KP0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0144.See file dsdata.txt to determine how the superseded data were derived.
 KP0144
 KP0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD522636(NAD 83)
 KP0144_MARKER: DB = BENCH MARK DISK
 KP0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0144_STAMPING: J 43 1934
 KP0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0144+STABILITY: SURFACE MOTION
 KP0144
 KP0144  HISTORY     - Date     Condition        Report By
 KP0144  HISTORY     - 1934     MONUMENTED       CGS
 KP0144  HISTORY     - 1955     GOOD             NGS
 KP0144
 KP0144                          STATION DESCRIPTION
 KP0144
 KP0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KP0144'23.1 MI W FROM LANE.
 KP0144'23.1 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE PUBLIC SCHOOL AT LANE,
 KP0144'AND 45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 KP0144'STAMPED J 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0252 ***********************************************************************
 MV0252  DESIGNATION -  J 430
 MV0252  PID         -  MV0252
 MV0252  STATE/COUNTY-  NV/HUMBOLDT
 MV0252  USGS QUAD   -  QUINN RIVER CROSSING (1990)
 MV0252
 MV0252                         *CURRENT SURVEY CONTROL
 MV0252  ___________________________________________________________________
 MV0252* NAD 83(1986)-  41 34 28.     (N)    118 24 38.     (W)     SCALED    
 MV0252* NAVD 88     -      1252.367  (meters)    4108.81   (feet)  ADJUSTED  
 MV0252  ___________________________________________________________________
 MV0252  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 MV0252  DYNAMIC HT  -        1251.512 (meters)    4106.00  (feet)  COMP
 MV0252  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 MV0252
 MV0252  VERT ORDER  -  FIRST     CLASS II
 MV0252
 MV0252.The horizontal coordinates were scaled from a topographic map and have
 MV0252.an estimated accuracy of +/- 6 seconds.
 MV0252
 MV0252.The orthometric height was determined by differential leveling
 MV0252.and adjusted by the National Geodetic Survey in June 1991..
 MV0252
 MV0252.The geoid height was determined by GEOID03.
 MV0252
 MV0252.The dynamic height is computed by dividing the NAVD 88
 MV0252.geopotential number by the normal gravity value computed on the
 MV0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0252.degrees latitude (g = 980.6199 gals.).
 MV0252
 MV0252.The modeled gravity was interpolated from observed gravity values.
 MV0252
 MV0252;                    North         East    Units  Estimated Accuracy
 MV0252;SPC NV W     - 4,757,450.      814,410.      MT  (+/- 180 meters Scaled)
 MV0252
 MV0252                          SUPERSEDED SURVEY CONTROL
 MV0252
 MV0252.No superseded survey control is available for this station.
 MV0252
 MV0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG824034(NAD 83)
 MV0252_MARKER: I = METAL ROD
 MV0252_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0252_SP_SET: STAINLESS STEEL ROD
 MV0252_STAMPING: J 430 1984
 MV0252_MARK LOGO: NGS   
 MV0252_PROJECTION: FLUSH
 MV0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0252_ROD/PIPE-DEPTH: 12.2 meters
 MV0252
 MV0252  HISTORY     - Date     Condition        Report By
 MV0252  HISTORY     - 1984     MONUMENTED       NGS
 MV0252
 MV0252                          STATION DESCRIPTION
 MV0252
 MV0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0252'51.8 KM (32.2 MI) SE FROM DENIO.
 MV0252'51.81 KM (32.2 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0252'OFFICE AT DENIO, IN THE NORTH CORNER OF THE Y JUNCTION OF A TRACK ROAD
 MV0252'LEADING NORTH, 0.40 KM (0.25 MI) SOUTHEAST OF MILEPOST 37, 29.9 METERS
 MV0252'(98 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 52.1 METERS (171 FT)
 MV0252'NORTHWEST OF A FENCE CORNER, 9.8 METERS (32 FT) NORTHWEST OF THE
 MV0252'NORTHWEST WOODEN GATE POST FOR A WIRE GATE AND 0.6 METER (2 FT)
 MV0252'SOUTHWEST OF THE RIGHT OF WAY FENCE.
 MV0252'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MV0252'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0276 ***********************************************************************
 MV0276  DESIGNATION -  J 431
 MV0276  PID         -  MV0276
 MV0276  STATE/COUNTY-  NV/HUMBOLDT
 MV0276  USGS QUAD   -  WILDER CREEK RANCH (1990)
 MV0276
 MV0276                         *CURRENT SURVEY CONTROL
 MV0276  ___________________________________________________________________
 MV0276* NAD 83(1986)-  41 52 52.     (N)    118 36 10.     (W)     SCALED    
 MV0276* NAVD 88     -      1423.939  (meters)    4671.71   (feet)  ADJUSTED  
 MV0276  ___________________________________________________________________
 MV0276  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 MV0276  DYNAMIC HT  -        1422.973 (meters)    4668.54  (feet)  COMP
 MV0276  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 MV0276
 MV0276  VERT ORDER  -  FIRST     CLASS II
 MV0276
 MV0276.The horizontal coordinates were scaled from a topographic map and have
 MV0276.an estimated accuracy of +/- 6 seconds.
 MV0276
 MV0276.The orthometric height was determined by differential leveling
 MV0276.and adjusted by the National Geodetic Survey in June 1991..
 MV0276
 MV0276.The geoid height was determined by GEOID03.
 MV0276
 MV0276.The dynamic height is computed by dividing the NAVD 88
 MV0276.geopotential number by the normal gravity value computed on the
 MV0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0276.degrees latitude (g = 980.6199 gals.).
 MV0276
 MV0276.The modeled gravity was interpolated from observed gravity values.
 MV0276
 MV0276;                    North         East    Units  Estimated Accuracy
 MV0276;SPC NV W     - 4,791,490.      798,390.      MT  (+/- 180 meters Scaled)
 MV0276
 MV0276                          SUPERSEDED SURVEY CONTROL
 MV0276
 MV0276.No superseded survey control is available for this station.
 MV0276
 MV0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG670378(NAD 83)
 MV0276_MARKER: DB = BENCH MARK DISK
 MV0276_SETTING: 66 = SET IN ROCK OUTCROP
 MV0276_SP_SET: ROCK OUTCROP
 MV0276_STAMPING: J 431 1984
 MV0276_MARK LOGO: NGS   
 MV0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0276+STABILITY: POSITION/ELEVATION WELL
 MV0276
 MV0276  HISTORY     - Date     Condition        Report By
 MV0276  HISTORY     - 1984     MONUMENTED       NGS
 MV0276
 MV0276                          STATION DESCRIPTION
 MV0276
 MV0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0276'12.8 KM (8.0 MI) SE FROM DENIO.
 MV0276'12.84 KM (7.98 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0276'OFFICE AT DENIO, IN TOP OF A 2 BY 4 FOOT PORTION OF GRANITE OUTCROP
 MV0276'PROJECTING 6 INCHES FROM THE TOP OF AN OUTCROP KNOLL, ON THE NORTH
 MV0276'BANK OF A DRY WASH, 0.81 KM (0.50 MI) NORTHWEST OF MILEPOST 60,
 MV0276'43.9 METERS (144 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 32.6 METERS
 MV0276'(107 FT) EAST OF THE EAST END OF AN 24-INCH CORRUGATED METAL PIPE
 MV0276'CULVERT AND 0.3 METER (1 FT) NORTH OF THE SOUTH END OF THE OUTCROP.
 MV0276'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MV0276'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0371 ***********************************************************************
 KQ0371  DESIGNATION -  J 432
 KQ0371  PID         -  KQ0371
 KQ0371  STATE/COUNTY-  NV/CHURCHILL
 KQ0371  USGS QUAD   -  BUFFALO SUMMIT (1969)
 KQ0371
 KQ0371                         *CURRENT SURVEY CONTROL
 KQ0371  ___________________________________________________________________
 KQ0371* NAD 83(1986)-  39 14 24.     (N)    117 46 38.     (W)     SCALED    
 KQ0371* NAVD 88     -      1909.254  (meters)    6263.94   (feet)  ADJUSTED  
 KQ0371  ___________________________________________________________________
 KQ0371  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 KQ0371  DYNAMIC HT  -        1907.266 (meters)    6257.42  (feet)  COMP
 KQ0371  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 KQ0371
 KQ0371  VERT ORDER  -  FIRST     CLASS II
 KQ0371
 KQ0371.The horizontal coordinates were scaled from a topographic map and have
 KQ0371.an estimated accuracy of +/- 6 seconds.
 KQ0371
 KQ0371.The orthometric height was determined by differential leveling
 KQ0371.and adjusted by the National Geodetic Survey in June 1991..
 KQ0371
 KQ0371.The geoid height was determined by GEOID03.
 KQ0371
 KQ0371.The dynamic height is computed by dividing the NAVD 88
 KQ0371.geopotential number by the normal gravity value computed on the
 KQ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0371.degrees latitude (g = 980.6199 gals.).
 KQ0371
 KQ0371.The modeled gravity was interpolated from observed gravity values.
 KQ0371
 KQ0371;                    North         East    Units  Estimated Accuracy
 KQ0371;SPC NV W     - 4,498,550.      869,590.      MT  (+/- 180 meters Scaled)
 KQ0371
 KQ0371                          SUPERSEDED SURVEY CONTROL
 KQ0371
 KQ0371.No superseded survey control is available for this station.
 KQ0371
 KQ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD329436(NAD 83)
 KQ0371_MARKER: DB = BENCH MARK DISK
 KQ0371_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0371_SP_SET: ROCK OUTCROP
 KQ0371_STAMPING: J 432 1984
 KQ0371_MARK LOGO: NGS   
 KQ0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0371+STABILITY: POSITION/ELEVATION WELL
 KQ0371
 KQ0371  HISTORY     - Date     Condition        Report By
 KQ0371  HISTORY     - 1984     MONUMENTED       NGS
 KQ0371
 KQ0371                          STATION DESCRIPTION
 KQ0371
 KQ0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KQ0371'6.4 KM (4.0 MI) WEST FROM CARROLL SUMMIT.
 KQ0371'6.38 KM (3.96 MI) WEST ALONG STATE HIGHWAY 722 FROM CARROLL SUMMIT, IN
 KQ0371'TOP OF A SMALL LEDGE ON THE SOUTHEAST SIDE OF A 3 BY 5 FOOT PORTION OF
 KQ0371'BROWN OUTCROP PROJECTING 3 FEET ABOVE THE NORTHWEST END OF A DEEP CUT,
 KQ0371'EAST ACROSS THE HIGHWAY FROM A PICNIC AREA, 0.55 KM (0.34 MI) WEST OF
 KQ0371'MILEPOST 13, 6.7 METERS (22 FT) NORTHEAST OF THE HIGHWAY CENTERLINE
 KQ0371'AND 13.7 METERS (45 FT) SOUTHEAST OF THE NORTHWEST END OF THE CUT.
 KQ0371'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 KQ0371'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0898 ***********************************************************************
 JR0898  DESIGNATION -  J 433
 JR0898  PID         -  JR0898
 JR0898  STATE/COUNTY-  NV/MINERAL
 JR0898  USGS QUAD   -  SODAVILLE (1967)
 JR0898
 JR0898                         *CURRENT SURVEY CONTROL
 JR0898  ___________________________________________________________________
 JR0898* NAD 83(1986)-  38 17 16.     (N)    118 06 09.     (W)     SCALED    
 JR0898* NAVD 88     -      1337.414  (meters)    4387.83   (feet)  ADJUSTED  
 JR0898  ___________________________________________________________________
 JR0898  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 JR0898  DYNAMIC HT  -        1336.031 (meters)    4383.30  (feet)  COMP
 JR0898  MODELED GRAV-     979,549.6   (mgal)                       NAVD 88
 JR0898
 JR0898  VERT ORDER  -  FIRST     CLASS II
 JR0898
 JR0898.The horizontal coordinates were scaled from a topographic map and have
 JR0898.an estimated accuracy of +/- 6 seconds.
 JR0898
 JR0898.The orthometric height was determined by differential leveling
 JR0898.and adjusted by the National Geodetic Survey in June 1991..
 JR0898
 JR0898.The geoid height was determined by GEOID03.
 JR0898
 JR0898.The dynamic height is computed by dividing the NAVD 88
 JR0898.geopotential number by the normal gravity value computed on the
 JR0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0898.degrees latitude (g = 980.6199 gals.).
 JR0898
 JR0898.The modeled gravity was interpolated from observed gravity values.
 JR0898
 JR0898;                    North         East    Units  Estimated Accuracy
 JR0898;SPC NV W     - 4,392,650.      842,060.      MT  (+/- 180 meters Scaled)
 JR0898
 JR0898                          SUPERSEDED SURVEY CONTROL
 JR0898
 JR0898.No superseded survey control is available for this station.
 JR0898
 JR0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC035383(NAD 83)
 JR0898_MARKER: I = METAL ROD
 JR0898_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JR0898_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JR0898_STAMPING: J 433 1984
 JR0898_MARK LOGO: NGS   
 JR0898_PROJECTION: FLUSH
 JR0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0898+STABILITY: POSITION/ELEVATION WELL
 JR0898_ROD/PIPE-DEPTH: 17.0 meters
 JR0898_SLEEVE-DEPTH  : 9.1 meters
 JR0898
 JR0898  HISTORY     - Date     Condition        Report By
 JR0898  HISTORY     - 1984     MONUMENTED       NGS
 JR0898  HISTORY     - 1984     GOOD             NGS
 JR0898  HISTORY     - 1986     GOOD             NGS
 JR0898
 JR0898                          STATION DESCRIPTION
 JR0898
 JR0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JR0898'11.2 KM (7.0 MI) SOUTH FROM MINA.
 JR0898'11.2 KM (7.0 MI) SOUTH ALONG US HIGHWAY 95 FROM THE FIRE STATION AT
 JR0898'MINA, 0.65 KM (0.4 MI) SOUTH OF MILEPOST 9, 53.6 METERS (176 FT) WEST
 JR0898'OF THE HIGHWAY CENTERLINE, 37.8 METERS (124 FT) WEST-NORTHWEST OF THE
 JR0898'WEST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 22.4 METERS
 JR0898'(73.5 FT) EAST-NORTHEAST OF A POWER POLE, 3.0 METERS (10 FT) SOUTHEAST
 JR0898'OF THE NORTH END OF A TRIPLE WOODEN POST BRACE IN THE RIGHT OF WAY
 JR0898'FENCE AND 2.1 METERS (7 FT) EAST OF THE RIGHT OF WAY FENCE.
 JR0898'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 JR0898'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 JR0898
 JR0898                          STATION RECOVERY (1984)
 JR0898
 JR0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0898'RECOVERED IN GOOD CONDITION.
 JR0898
 JR0898                          STATION RECOVERY (1986)
 JR0898
 JR0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0382 ***********************************************************************
 KQ0382  DESIGNATION -  J 434
 KQ0382  PID         -  KQ0382
 KQ0382  STATE/COUNTY-  NV/LANDER
 KQ0382  USGS QUAD   -  AUSTIN (1988)
 KQ0382
 KQ0382                         *CURRENT SURVEY CONTROL
 KQ0382  ___________________________________________________________________
 KQ0382* NAD 83(1986)-  39 29 58.     (N)    117 04 47.     (W)     SCALED    
 KQ0382* NAVD 88     -      1931.793  (meters)    6337.89   (feet)  ADJUSTED  
 KQ0382  ___________________________________________________________________
 KQ0382  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 KQ0382  DYNAMIC HT  -        1929.803 (meters)    6331.36  (feet)  COMP
 KQ0382  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 KQ0382
 KQ0382  VERT ORDER  -  FIRST     CLASS II
 KQ0382
 KQ0382.The horizontal coordinates were scaled from a topographic map and have
 KQ0382.an estimated accuracy of +/- 6 seconds.
 KQ0382
 KQ0382.The orthometric height was determined by differential leveling
 KQ0382.and adjusted by the National Geodetic Survey in June 1991..
 KQ0382
 KQ0382.The geoid height was determined by GEOID03.
 KQ0382
 KQ0382.The dynamic height is computed by dividing the NAVD 88
 KQ0382.geopotential number by the normal gravity value computed on the
 KQ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0382.degrees latitude (g = 980.6199 gals.).
 KQ0382
 KQ0382.The modeled gravity was interpolated from observed gravity values.
 KQ0382
 KQ0382;                    North         East    Units  Estimated Accuracy
 KQ0382;SPC NV C     - 6,527,120.      464,480.      MT  (+/- 180 meters Scaled)
 KQ0382
 KQ0382                          SUPERSEDED SURVEY CONTROL
 KQ0382
 KQ0382.No superseded survey control is available for this station.
 KQ0382
 KQ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD931722(NAD 83)
 KQ0382_MARKER: DB = BENCH MARK DISK
 KQ0382_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0382_SP_SET: ROCK OUTCROP
 KQ0382_STAMPING: J 434 1985
 KQ0382_MARK LOGO: NGS   
 KQ0382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0382+STABILITY: POSITION/ELEVATION WELL
 KQ0382
 KQ0382  HISTORY     - Date     Condition        Report By
 KQ0382  HISTORY     - 1985     MONUMENTED       NGS
 KQ0382  HISTORY     - 1985     GOOD             NGS
 KQ0382
 KQ0382                          STATION DESCRIPTION
 KQ0382
 KQ0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0382'1.2 KM (0.7 MI) WEST FROM AUSTIN.
 KQ0382'1.17 KM (0.73 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0382'AT AUSTIN, IN TOP OF A SMALL LEDGE OF GRANITE OUTCROP AT THE NORTHWEST
 KQ0382'END OF THE BASE OF THE LOWER EDGE OF A SMALL BENCH CUT FOR THE
 KQ0382'HIGHWAY, 0.39 KM (0.24 MI) SOUTHEAST OF THE T JUNCTION OF STATE
 KQ0382'HIGHWAY 305 LEADING NORTHWEST TO BATTLE MOUNTAIN, 7.0 METERS (23 FT)
 KQ0382'NORTHEAST OF THE HIGHWAY CENTERLINE, 87.5 METERS (287 FT) NORTHWEST
 KQ0382'ACROSS THE HIGHWAY FROM THE NORTHWEST END OF A CONCRETE AND STONE
 KQ0382'HISTORICAL MONUMENT, 28.3 METERS (93 FT) NORTHEAST ACROSS THE HIGHWAY
 KQ0382'FROM TELEPHONE POLE 80002 WITH TWO GUY WIRES ATTACHED AND 26.8 METERS
 KQ0382'(88 FT) EAST ACROSS THE HIGHWAY FROM THE NORTHWEST END OF A DIRT
 KQ0382'TURNOUT.
 KQ0382'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 KQ0382'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KQ0382
 KQ0382                          STATION RECOVERY (1985)
 KQ0382
 KQ0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0500 ***********************************************************************
 JQ0500  DESIGNATION -  J 435
 JQ0500  PID         -  JQ0500
 JQ0500  STATE/COUNTY-  NV/NYE
 JQ0500  USGS QUAD   -  GABBS (1988)
 JQ0500
 JQ0500                         *CURRENT SURVEY CONTROL
 JQ0500  ___________________________________________________________________
 JQ0500* NAD 83(1986)-  38 48 17.     (N)    117 58 47.     (W)     SCALED    
 JQ0500* NAVD 88     -      1422.736  (meters)    4667.76   (feet)  ADJUSTED  
 JQ0500  ___________________________________________________________________
 JQ0500  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 JQ0500  DYNAMIC HT  -        1421.341 (meters)    4663.18  (feet)  COMP
 JQ0500  MODELED GRAV-     979,597.7   (mgal)                       NAVD 88
 JQ0500
 JQ0500  VERT ORDER  -  FIRST     CLASS II
 JQ0500
 JQ0500.The horizontal coordinates were scaled from a topographic map and have
 JQ0500.an estimated accuracy of +/- 6 seconds.
 JQ0500
 JQ0500.The orthometric height was determined by differential leveling
 JQ0500.and adjusted by the National Geodetic Survey in June 1991..
 JQ0500
 JQ0500.The geoid height was determined by GEOID03.
 JQ0500
 JQ0500.The dynamic height is computed by dividing the NAVD 88
 JQ0500.geopotential number by the normal gravity value computed on the
 JQ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0500.degrees latitude (g = 980.6199 gals.).
 JQ0500
 JQ0500.The modeled gravity was interpolated from observed gravity values.
 JQ0500
 JQ0500;                    North         East    Units  Estimated Accuracy
 JQ0500;SPC NV C     - 6,450,740.      385,950.      MT  (+/- 180 meters Scaled)
 JQ0500
 JQ0500                          SUPERSEDED SURVEY CONTROL
 JQ0500
 JQ0500.No superseded survey control is available for this station.
 JQ0500
 JQ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC149955(NAD 83)
 JQ0500_MARKER: I = METAL ROD
 JQ0500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0500_SP_SET: STAINLESS STEEL ROD
 JQ0500_STAMPING: J 435 1985
 JQ0500_MARK LOGO: NGS   
 JQ0500_PROJECTION: FLUSH
 JQ0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0500_ROD/PIPE-DEPTH: 9.8  meters
 JQ0500
 JQ0500  HISTORY     - Date     Condition        Report By
 JQ0500  HISTORY     - 1985     MONUMENTED       NGS
 JQ0500
 JQ0500                          STATION DESCRIPTION
 JQ0500
 JQ0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JQ0500'9.0 KM (5.6 MI) SW FROM GABBS.
 JQ0500'0.6 KM (0.4 MI) SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JQ0500'THENCE 8.4 KM (5.2 MI) SOUTHWEST ALONG STATE HIGHWAY 361, NEAR A BRACE
 JQ0500'IN THE RIGHT OF WAY FENCE, 0.82 KM (0.51 MI) NORTHEAST OF MILEPOST 3,
 JQ0500'60.4 METERS (198 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 10.0 METERS
 JQ0500'(33 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD PARALLELING THE FENCE,
 JQ0500'1.2 METERS (4 FT) SOUTHWEST OF THE NORTHEAST ONE OF TWO WOODEN BRACED
 JQ0500'POSTS IN THE RIGHT OF WAY FENCE AND 0.4 METER (1.6 FT) NORTHWEST OF
 JQ0500'THE RIGHT OF WAY FENCE.
 JQ0500'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 JQ0500'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0767 ***********************************************************************
 LR0767  DESIGNATION -  J 436
 LR0767  PID         -  LR0767
 LR0767  STATE/COUNTY-  NV/LANDER
 LR0767  USGS QUAD   -  THE CEDARS SW (1990)
 LR0767
 LR0767                         *CURRENT SURVEY CONTROL
 LR0767  ___________________________________________________________________
 LR0767* NAD 83(1986)-  40 06 04.     (N)    117 08 33.     (W)     SCALED    
 LR0767* NAVD 88     -      1493.079  (meters)    4898.54   (feet)  ADJUSTED  
 LR0767  ___________________________________________________________________
 LR0767  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 LR0767  DYNAMIC HT  -        1491.756 (meters)    4894.20  (feet)  COMP
 LR0767  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 LR0767
 LR0767  VERT ORDER  -  FIRST     CLASS II
 LR0767
 LR0767.The horizontal coordinates were scaled from a topographic map and have
 LR0767.an estimated accuracy of +/- 6 seconds.
 LR0767
 LR0767.The orthometric height was determined by differential leveling
 LR0767.and adjusted by the National Geodetic Survey in June 1991..
 LR0767
 LR0767.The geoid height was determined by GEOID03.
 LR0767
 LR0767.The dynamic height is computed by dividing the NAVD 88
 LR0767.geopotential number by the normal gravity value computed on the
 LR0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0767.degrees latitude (g = 980.6199 gals.).
 LR0767
 LR0767.The modeled gravity was interpolated from observed gravity values.
 LR0767
 LR0767;                    North         East    Units  Estimated Accuracy
 LR0767;SPC NV C     - 6,593,950.      459,430.      MT  (+/- 180 meters Scaled)
 LR0767
 LR0767                          SUPERSEDED SURVEY CONTROL
 LR0767
 LR0767.No superseded survey control is available for this station.
 LR0767
 LR0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME878389(NAD 83)
 LR0767_MARKER: I = METAL ROD
 LR0767_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0767_SP_SET: STAINLESS STEEL ROD
 LR0767_STAMPING: J 436 1985
 LR0767_MARK LOGO: NGS   
 LR0767_PROJECTION: FLUSH
 LR0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0767_ROD/PIPE-DEPTH: 8.5  meters
 LR0767
 LR0767  HISTORY     - Date     Condition        Report By
 LR0767  HISTORY     - 1985     MONUMENTED       NGS
 LR0767
 LR0767                          STATION DESCRIPTION
 LR0767
 LR0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LR0767'65.6 KM (40.8 MI) SOUTH FROM BATTLE MTN.
 LR0767'65.62 KM (40.78 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0767'AT BATTLE MTN, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF A DIRT
 LR0767'LEADING WEST TO A RANCH AND AT A POWER LINE CROSSING, 0.28 KM
 LR0767'(0.17 MI) NORTHEAST OF MILEPOST 77, 36.3 METERS (119 FT) NORTHWEST OF
 LR0767'THE HIGHWAY CENTERLINE, 36.6 METERS (120 FT) SOUTH-SOUTHEAST OF A T
 LR0767'JUNCTION POWER POLE WITH TWO GUY WIRES, 27.1 METERS (89 FT)
 LR0767'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF STEEL CATTLE GUARD AND
 LR0767'25.0 METERS (82 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 LR0767'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 LR0767'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1418 ***********************************************************************
 KR1418  DESIGNATION -  J 439
 KR1418  PID         -  KR1418
 KR1418  STATE/COUNTY-  NV/CHURCHILL
 KR1418  USGS QUAD   -  FALLON (1985)
 KR1418
 KR1418                         *CURRENT SURVEY CONTROL
 KR1418  ___________________________________________________________________
 KR1418* NAD 83(1986)-  39 29 06.     (N)    118 50 40.     (W)     SCALED    
 KR1418* NAVD 88     -      1216.862  (meters)    3992.32   (feet)  ADJUSTED  
 KR1418  ___________________________________________________________________
 KR1418  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR1418  DYNAMIC HT  -        1215.819 (meters)    3988.90  (feet)  COMP
 KR1418  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 KR1418
 KR1418  VERT ORDER  -  FIRST     CLASS II
 KR1418
 KR1418.The horizontal coordinates were scaled from a topographic map and have
 KR1418.an estimated accuracy of +/- 6 seconds.
 KR1418
 KR1418.The orthometric height was determined by differential leveling
 KR1418.and adjusted by the National Geodetic Survey in June 1991..
 KR1418
 KR1418.The geoid height was determined by GEOID03.
 KR1418
 KR1418.The dynamic height is computed by dividing the NAVD 88
 KR1418.geopotential number by the normal gravity value computed on the
 KR1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1418.degrees latitude (g = 980.6199 gals.).
 KR1418
 KR1418.The modeled gravity was interpolated from observed gravity values.
 KR1418
 KR1418;                    North         East    Units  Estimated Accuracy
 KR1418;SPC NV W     - 4,525,470.      777,540.      MT  (+/- 180 meters Scaled)
 KR1418
 KR1418                          SUPERSEDED SURVEY CONTROL
 KR1418
 KR1418.No superseded survey control is available for this station.
 KR1418
 KR1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD413722(NAD 83)
 KR1418_MARKER: I = METAL ROD
 KR1418_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1418_SP_SET: STAINLESS STEEL ROD
 KR1418_STAMPING: J 439 1986
 KR1418_MARK LOGO: NGS   
 KR1418_PROJECTION: FLUSH
 KR1418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1418_ROD/PIPE-DEPTH: 7.6  meters
 KR1418
 KR1418  HISTORY     - Date     Condition        Report By
 KR1418  HISTORY     - 1986     MONUMENTED       NGS
 KR1418
 KR1418                          STATION DESCRIPTION
 KR1418
 KR1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1418'5.9 KM (3.65 MI) WEST FROM FALLON.
 KR1418'0.24 KM (0.15 MI) SOUTH ALONG US HIGHWAY 95 (MAIN STREET) FROM THE
 KR1418'POST OFFICE IN FERNLEY, THENCE 5.6 KM (3.5 MI) WEST ALONG US HIGHWAY
 KR1418'50, NEAR ARUNDEL LANE LEADING SOUTH, 11.9 METERS (45.4 FT) SOUTH OF
 KR1418'THE CENTERLINE OF HIGHWAY 50 EASTBOUND, 10.6 METERS (35 FT) EAST OF
 KR1418'THE CENTERLINE OF THE LANE, 6.7 METERS (22 FT) EAST OF A CORNER FENCE
 KR1418'POST, 3.6 METERS (11.9 FT) EAST OF A POWERLINE POLE AND A TELEPHONE
 KR1418'JUNCTION BOX, 0.3 METER (1.0 FT) NORTH OF A RIGHT-OF-WAY FENCE.
 KR1418'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KR1418'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KR1418'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0178 ***********************************************************************
 KP0178  DESIGNATION -  J 44
 KP0178  PID         -  KP0178
 KP0178  STATE/COUNTY-  NV/EUREKA
 KP0178  USGS QUAD   -  PINTO SUMMIT (1990)
 KP0178
 KP0178                         *CURRENT SURVEY CONTROL
 KP0178  ___________________________________________________________________
 KP0178* NAD 83(1986)-  39 26 36.     (N)    115 55 52.     (W)     SCALED    
 KP0178* NAVD 88     -      2192.229  (meters)    7192.34   (feet)  ADJUSTED  
 KP0178  ___________________________________________________________________
 KP0178  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 KP0178  DYNAMIC HT  -        2189.868 (meters)    7184.59  (feet)  COMP
 KP0178  MODELED GRAV-     979,470.8   (mgal)                       NAVD 88
 KP0178
 KP0178  VERT ORDER  -  FIRST     CLASS II
 KP0178
 KP0178.The horizontal coordinates were scaled from a topographic map and have
 KP0178.an estimated accuracy of +/- 6 seconds.
 KP0178
 KP0178.The orthometric height was determined by differential leveling
 KP0178.and adjusted by the National Geodetic Survey in June 1991..
 KP0178
 KP0178.The geoid height was determined by GEOID03.
 KP0178
 KP0178.The dynamic height is computed by dividing the NAVD 88
 KP0178.geopotential number by the normal gravity value computed on the
 KP0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0178.degrees latitude (g = 980.6199 gals.).
 KP0178
 KP0178.The modeled gravity was interpolated from observed gravity values.
 KP0178
 KP0178;                    North         East    Units  Estimated Accuracy
 KP0178;SPC NV E     - 8,520,870.      170,070.      MT  (+/- 180 meters Scaled)
 KP0178
 KP0178                          SUPERSEDED SURVEY CONTROL
 KP0178
 KP0178  NGVD 29 (??/??/92) 2190.861  (m)         7187.85   (f) ADJ UNCH    1 2
 KP0178
 KP0178.Superseded values are not recommended for survey control.
 KP0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0178.See file dsdata.txt to determine how the superseded data were derived.
 KP0178
 KP0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND919665(NAD 83)
 KP0178_MARKER: DB = BENCH MARK DISK
 KP0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0178_STAMPING: J 44 1934
 KP0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0178+STABILITY: SURFACE MOTION
 KP0178
 KP0178  HISTORY     - Date     Condition        Report By
 KP0178  HISTORY     - 1934     MONUMENTED       CGS
 KP0178  HISTORY     - 1937     GOOD             NGS
 KP0178
 KP0178                          STATION DESCRIPTION
 KP0178
 KP0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 KP0178'5.6 MI SE FROM EUREKA.
 KP0178'5.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KP0178'AT EUREKA, 0.7 MILE EAST OF THE FIRST SUMMIT SOUTHEAST OF TOWN, 30
 KP0178'FEET NORTH OF THE SOUTH END OF A CUT, 36 FEET EAST OF THE CENTERLINE
 KP0178'OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 KP0178'DISK, STAMPED J 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1441 ***********************************************************************
 KR1441  DESIGNATION -  J 441
 KR1441  PID         -  KR1441
 KR1441  STATE/COUNTY-  NV/CHURCHILL
 KR1441  USGS QUAD   -  DESERT PEAK (1986)
 KR1441
 KR1441                         *CURRENT SURVEY CONTROL
 KR1441  ___________________________________________________________________
 KR1441* NAD 83(1986)-  39 48 47.     (N)    118 59 54.     (W)     SCALED    
 KR1441* NAVD 88     -      1276.459  (meters)    4187.85   (feet)  ADJUSTED  
 KR1441  ___________________________________________________________________
 KR1441  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 KR1441  DYNAMIC HT  -        1275.382 (meters)    4184.32  (feet)  COMP
 KR1441  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 KR1441
 KR1441  VERT ORDER  -  FIRST     CLASS II
 KR1441
 KR1441.The horizontal coordinates were scaled from a topographic map and have
 KR1441.an estimated accuracy of +/- 6 seconds.
 KR1441
 KR1441.The orthometric height was determined by differential leveling
 KR1441.and adjusted by the National Geodetic Survey in June 1991..
 KR1441
 KR1441.The geoid height was determined by GEOID03.
 KR1441
 KR1441.The dynamic height is computed by dividing the NAVD 88
 KR1441.geopotential number by the normal gravity value computed on the
 KR1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1441.degrees latitude (g = 980.6199 gals.).
 KR1441
 KR1441.The modeled gravity was interpolated from observed gravity values.
 KR1441
 KR1441;                    North         East    Units  Estimated Accuracy
 KR1441;SPC NV W     - 4,561,940.      764,470.      MT  (+/- 180 meters Scaled)
 KR1441
 KR1441                          SUPERSEDED SURVEY CONTROL
 KR1441
 KR1441.No superseded survey control is available for this station.
 KR1441
 KR1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE289089(NAD 83)
 KR1441_MARKER: I = METAL ROD
 KR1441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1441_SP_SET: STAINLESS STEEL ROD
 KR1441_STAMPING: J 441 1986
 KR1441_MARK LOGO: NGS   
 KR1441_PROJECTION: FLUSH
 KR1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1441_ROD/PIPE-DEPTH: 4.0  meters
 KR1441
 KR1441  HISTORY     - Date     Condition        Report By
 KR1441  HISTORY     - 1986     MONUMENTED       NGS
 KR1441
 KR1441                          STATION DESCRIPTION
 KR1441
 KR1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1441'33.2 KM (20.6 MI) NE FROM FERNLEY.
 KR1441'3.8 KM (2.4 MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST
 KR1441'OFFICE IN FERNLEY, THENCE 29.4 KM (18.3 MI) NORTHEAST ALONG I-80, 60.0
 KR1441'METERS (197 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES,
 KR1441'52.1 METERS (171 FT) SOUTHEAST OF MILE POST 67, 0.5 METERS (1.5 FT)
 KR1441'NORTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KR1441'5-INCH LOGO CAP.
 KR1441'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR1441'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1450 ***********************************************************************
 KR1450  DESIGNATION -  J 442
 KR1450  PID         -  KR1450
 KR1450  STATE/COUNTY-  NV/CHURCHILL
 KR1450  USGS QUAD   -  OCALA (1986)
 KR1450
 KR1450                         *CURRENT SURVEY CONTROL
 KR1450  ___________________________________________________________________
 KR1450* NAD 83(1986)-  39 58 40.     (N)    118 41 32.     (W)     SCALED    
 KR1450* NAVD 88     -      1220.662  (meters)    4004.79   (feet)  ADJUSTED  
 KR1450  ___________________________________________________________________
 KR1450  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 KR1450  DYNAMIC HT  -        1219.678 (meters)    4001.56  (feet)  COMP
 KR1450  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 KR1450
 KR1450  VERT ORDER  -  FIRST     CLASS II
 KR1450
 KR1450.The horizontal coordinates were scaled from a topographic map and have
 KR1450.an estimated accuracy of +/- 6 seconds.
 KR1450
 KR1450.The orthometric height was determined by differential leveling
 KR1450.and adjusted by the National Geodetic Survey in June 1991..
 KR1450
 KR1450.The geoid height was determined by GEOID03.
 KR1450
 KR1450.The dynamic height is computed by dividing the NAVD 88
 KR1450.geopotential number by the normal gravity value computed on the
 KR1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1450.degrees latitude (g = 980.6199 gals.).
 KR1450
 KR1450.The modeled gravity was interpolated from observed gravity values.
 KR1450
 KR1450;                    North         East    Units  Estimated Accuracy
 KR1450;SPC NV W     - 4,580,150.      790,700.      MT  (+/- 180 meters Scaled)
 KR1450
 KR1450                          SUPERSEDED SURVEY CONTROL
 KR1450
 KR1450.No superseded survey control is available for this station.
 KR1450
 KR1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE555266(NAD 83)
 KR1450_MARKER: I = METAL ROD
 KR1450_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KR1450_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KR1450_STAMPING: J 442 1986
 KR1450_MARK LOGO: NGS   
 KR1450_PROJECTION: FLUSH
 KR1450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1450+STABILITY: POSITION/ELEVATION WELL
 KR1450_ROD/PIPE-DEPTH: 15.5 meters
 KR1450_SLEEVE-DEPTH  : 6.1 meters
 KR1450
 KR1450  HISTORY     - Date     Condition        Report By
 KR1450  HISTORY     - 1986     MONUMENTED       NGS
 KR1450
 KR1450                          STATION DESCRIPTION
 KR1450
 KR1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1450'99.6 KM (61.9 MI) NE FROM FERNLEY.
 KR1450'3.8 KM (2.4 MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST
 KR1450'OFFICE IN FERNLEY, THENCE 61.4 KM (38.2 MI) NORTHEAST ALONG I-80, 6.31
 KR1450'KM (3.92 MI) NORTHEAST OF THE JUNCTION OF US HIGHWAY 95, 59.0 METERS
 KR1450'(193.5 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES,
 KR1450'55.5 METERS (182 FT) SOUTHEAST OF MILE POST 87, 7.5 METERS (24.5 FT)
 KR1450'SOUTHWEST OF THE NORTHWEST 1 OF 2 TELEPHONE POLES OF A 2 POLE
 KR1450'STRUCTURE, 1.8 METERS (6.0 FT) NORTHWEST OF THE BASE OF THE NORTHWEST
 KR1450'1 OF 2 GUY WIRES, 1.5 METERS (5.0 FT) NORTHWEST OF A FENCE.
 KR1450'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KR1450'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR1450'THE MARK IS ABOVE LEVEL WITH THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR1246 ***********************************************************************
 HR1246  DESIGNATION -  J 443
 HR1246  PID         -  HR1246
 HR1246  STATE/COUNTY-  NV/MINERAL
 HR1246  USGS QUAD   -  MT MONTGOMERY (1994)
 HR1246
 HR1246                         *CURRENT SURVEY CONTROL
 HR1246  ___________________________________________________________________
 HR1246* NAD 83(1986)-  37 59 00.     (N)    118 19 09.     (W)     SCALED    
 HR1246* NAVD 88     -      2166.789  (meters)    7108.87   (feet)  ADJUSTED  
 HR1246  ___________________________________________________________________
 HR1246  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 HR1246  DYNAMIC HT  -        2164.204 (meters)    7100.39  (feet)  COMP
 HR1246  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 HR1246
 HR1246  VERT ORDER  -  FIRST     CLASS II
 HR1246
 HR1246.The horizontal coordinates were scaled from a topographic map and have
 HR1246.an estimated accuracy of +/- 6 seconds.
 HR1246
 HR1246.The orthometric height was determined by differential leveling
 HR1246.and adjusted by the National Geodetic Survey in June 1991..
 HR1246
 HR1246.The geoid height was determined by GEOID03.
 HR1246
 HR1246.The dynamic height is computed by dividing the NAVD 88
 HR1246.geopotential number by the normal gravity value computed on the
 HR1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1246.degrees latitude (g = 980.6199 gals.).
 HR1246
 HR1246.The modeled gravity was interpolated from observed gravity values.
 HR1246
 HR1246;                    North         East    Units  Estimated Accuracy
 HR1246;SPC NV W     - 4,358,790.      823,210.      MT  (+/- 180 meters Scaled)
 HR1246
 HR1246                          SUPERSEDED SURVEY CONTROL
 HR1246
 HR1246.No superseded survey control is available for this station.
 HR1246
 HR1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC841047(NAD 83)
 HR1246_MARKER: DB = BENCH MARK DISK
 HR1246_SETTING: 66 = SET IN ROCK OUTCROP
 HR1246_SP_SET: ROCK OUTCROP
 HR1246_STAMPING: J 443 1986
 HR1246_MARK LOGO: NGS   
 HR1246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR1246+STABILITY: POSITION/ELEVATION WELL
 HR1246
 HR1246  HISTORY     - Date     Condition        Report By
 HR1246  HISTORY     - 1986     MONUMENTED       NGS
 HR1246
 HR1246                          STATION DESCRIPTION
 HR1246
 HR1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HR1246'0.5 KM (0.3 MI) NE FROM MOUNT MONTGOMERY.
 HR1246'0.48 KM (0.30 MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE
 HR1246'IN MOUNT MONTGOMERY, 0.37 KM (0.23 MI) NORTHEAST OF MILEPOST 9,
 HR1246'ACROSS THE HIGHWAY FROM THE SOUTHWEST END OF A TURN OUT, 8.5 METERS
 HR1246'(28.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.6 METERS
 HR1246'(48.0 FT) NORTHEAST OF THE SOUTHWEST END OF A HIGHWAY CUT, IN TOP AND
 HR1246'0.6 METER (2.0 FT) SOUTHWEST OF THE NORTHEAST END OF A 0.6- BY
 HR1246'2.0-METER ROCK OUTCROP.
 HR1246'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 HR1246'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1807 ***********************************************************************
 KR1807  DESIGNATION -  J 446
 KR1807  PID         -  KR1807
 KR1807  STATE/COUNTY-  NV/CHURCHILL
 KR1807  USGS QUAD   -  GRIMES POINT (1985)
 KR1807
 KR1807                         *CURRENT SURVEY CONTROL
 KR1807  ___________________________________________________________________
 KR1807* NAD 83(1986)-  39 27 42.     (N)    118 41 18.     (W)     SCALED    
 KR1807* NAVD 88     -      1201.150  (meters)    3940.77   (feet)  ADJUSTED  
 KR1807  ___________________________________________________________________
 KR1807  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR1807  DYNAMIC HT  -        1200.115 (meters)    3937.38  (feet)  COMP
 KR1807  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 KR1807
 KR1807  VERT ORDER  -  FIRST     CLASS II
 KR1807
 KR1807.The horizontal coordinates were scaled from a topographic map and have
 KR1807.an estimated accuracy of +/- 6 seconds.
 KR1807
 KR1807.The orthometric height was determined by differential leveling
 KR1807.and adjusted by the National Geodetic Survey in October 1991..
 KR1807
 KR1807.The geoid height was determined by GEOID03.
 KR1807
 KR1807.The dynamic height is computed by dividing the NAVD 88
 KR1807.geopotential number by the normal gravity value computed on the
 KR1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1807.degrees latitude (g = 980.6199 gals.).
 KR1807
 KR1807.The modeled gravity was interpolated from observed gravity values.
 KR1807
 KR1807;                    North         East    Units  Estimated Accuracy
 KR1807;SPC NV W     - 4,522,850.      790,970.      MT  (+/- 180 meters Scaled)
 KR1807
 KR1807                          SUPERSEDED SURVEY CONTROL
 KR1807
 KR1807.No superseded survey control is available for this station.
 KR1807
 KR1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD547693(NAD 83)
 KR1807_MARKER: DB = BENCH MARK DISK
 KR1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1807_SP_SET: CONCRETE POST
 KR1807_STAMPING: J 446 1991
 KR1807_MARK LOGO: USN   
 KR1807_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1807+STABILITY: SURFACE MOTION
 KR1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1807+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 KR1807
 KR1807  HISTORY     - Date     Condition        Report By
 KR1807  HISTORY     - 1991     MONUMENTED       NGS
 KR1807  HISTORY     - 20060313 GOOD             GEOCAC
 KR1807
 KR1807                          STATION DESCRIPTION
 KR1807
 KR1807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1807'7.8 KM (4.8 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL IN
 KR1807'FALLON, THENCE 1.3 KM (0.8 MI) SOUTHERLY ALONG SOUTH HARMON ROAD, 8.0
 KR1807'M (26.2 FT) SOUTH OF A UTILITY POLE, 6.2 M (20.3 FT) WEST OF AND
 KR1807'LEVEL WITH THE CENTER OF THE ROAD, 6.0 M (19.7 FT) NORTH OF THE
 KR1807'CENTER OF A DRIVEWAY, 0.6 M (2.0 FT) EAST OF A WITNESS POST AND
 KR1807'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 KR1807
 KR1807                          STATION RECOVERY (2006)
 KR1807
 KR1807'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR1807'UTILITY POLE NUMBER 2846D.  0.3M (1.0FT) EAST OF 4X6 CORNER POST IN
 KR1807'FENCE.  OBSERVED GPSR COORDINATES N39 27 44.16, W118 41 16.56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1825 ***********************************************************************
 KR1825  DESIGNATION -  J 447
 KR1825  PID         -  KR1825
 KR1825  STATE/COUNTY-  NV/CHURCHILL
 KR1825  USGS QUAD   -  GRIMES POINT (1985)
 KR1825
 KR1825                         *CURRENT SURVEY CONTROL
 KR1825  ___________________________________________________________________
 KR1825* NAD 83(1986)-  39 24 10.     (N)    118 42 19.     (W)     SCALED    
 KR1825* NAVD 88     -      1197.093  (meters)    3927.46   (feet)  ADJUSTED  
 KR1825  ___________________________________________________________________
 KR1825  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 KR1825  DYNAMIC HT  -        1196.048 (meters)    3924.03  (feet)  COMP
 KR1825  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 KR1825
 KR1825  VERT ORDER  -  FIRST     CLASS II
 KR1825
 KR1825.The horizontal coordinates were scaled from a topographic map and have
 KR1825.an estimated accuracy of +/- 6 seconds.
 KR1825
 KR1825.The orthometric height was determined by differential leveling
 KR1825.and adjusted by the National Geodetic Survey in October 1991..
 KR1825
 KR1825.The geoid height was determined by GEOID03.
 KR1825
 KR1825.The dynamic height is computed by dividing the NAVD 88
 KR1825.geopotential number by the normal gravity value computed on the
 KR1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1825.degrees latitude (g = 980.6199 gals.).
 KR1825
 KR1825.The modeled gravity was interpolated from observed gravity values.
 KR1825
 KR1825;                    North         East    Units  Estimated Accuracy
 KR1825;SPC NV W     - 4,516,320.      789,500.      MT  (+/- 180 meters Scaled)
 KR1825
 KR1825                          SUPERSEDED SURVEY CONTROL
 KR1825
 KR1825.No superseded survey control is available for this station.
 KR1825
 KR1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD531628(NAD 83)
 KR1825_MARKER: DB = BENCH MARK DISK
 KR1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1825_SP_SET: CONCRETE POST
 KR1825_STAMPING: J 447 1991
 KR1825_MARK LOGO: USN   
 KR1825_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1825+STABILITY: SURFACE MOTION
 KR1825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1825+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KR1825
 KR1825  HISTORY     - Date     Condition        Report By
 KR1825  HISTORY     - 1991     MONUMENTED       NGS
 KR1825
 KR1825                          STATION DESCRIPTION
 KR1825
 KR1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1825'12.2 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR1825'IN FALLON, THENCE 5.1 KM (3.2 MI) WESTERLY ALONG WILDES ROAD, THENCE
 KR1825'6.2 KM (3.9 MI) SOUTHERLY ALONG CARSON ROAD LEADING TO THE NORTH GATE
 KR1825'OF THE FALLON NAVAL AIR STATION, THENCE 0.1 KM (0.1 MI) SOUTHERLY
 KR1825'ALONG 1ST STREET, 46.7 M (153.2 FT) NORTHEAST OF THE NORTHEAST CORNER
 KR1825'OF THE EAST HEADWALL OF A DOUBLE BOX CULVERT, 44.5 M (146.0 FT) EAST
 KR1825'OF AND LEVEL WITH THE CENTERLINE OF THE STREET, 35.9 M (117.8 FT)
 KR1825'SOUTH OF THE CENTER OF COUGAR WAY, 25.5 M (83.7 FT) EAST-SOUTHEAST OF
 KR1825'THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE AROUND AN ELECTRIC
 KR1825'SUBSTATION, 0.7 M (2.3 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 KR1825'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0328 ***********************************************************************
 KQ0328  DESIGNATION -  J 46
 KQ0328  PID         -  KQ0328
 KQ0328  STATE/COUNTY-  NV/CHURCHILL
 KQ0328  USGS QUAD   -  DESATOYA PEAK (1969)
 KQ0328
 KQ0328                         *CURRENT SURVEY CONTROL
 KQ0328  ___________________________________________________________________
 KQ0328* NAD 83(1986)-  39 15 39.     (N)    117 50 01.     (W)     SCALED    
 KQ0328* NAVD 88     -      1697.170  (meters)    5568.13   (feet)  ADJUSTED  
 KQ0328  ___________________________________________________________________
 KQ0328  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 KQ0328  DYNAMIC HT  -        1695.453 (meters)    5562.50  (feet)  COMP
 KQ0328  MODELED GRAV-     979,555.6   (mgal)                       NAVD 88
 KQ0328
 KQ0328  VERT ORDER  -  FIRST     CLASS II
 KQ0328
 KQ0328.The horizontal coordinates were scaled from a topographic map and have
 KQ0328.an estimated accuracy of +/- 6 seconds.
 KQ0328
 KQ0328.The orthometric height was determined by differential leveling
 KQ0328.and adjusted by the National Geodetic Survey in June 1991..
 KQ0328.WARNING-Repeat measurements at this control monument indicate possible
 KQ0328.vertical movement.
 KQ0328
 KQ0328.The geoid height was determined by GEOID03.
 KQ0328
 KQ0328.The dynamic height is computed by dividing the NAVD 88
 KQ0328.geopotential number by the normal gravity value computed on the
 KQ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0328.degrees latitude (g = 980.6199 gals.).
 KQ0328
 KQ0328.The modeled gravity was interpolated from observed gravity values.
 KQ0328
 KQ0328;                    North         East    Units  Estimated Accuracy
 KQ0328;SPC NV W     - 4,500,820.      864,700.      MT  (+/- 180 meters Scaled)
 KQ0328
 KQ0328                          SUPERSEDED SURVEY CONTROL
 KQ0328
 KQ0328  NGVD 29 (??/??/92) 1696.080  (m)         5564.56   (f) ADJ UNCH    1 2
 KQ0328
 KQ0328.Superseded values are not recommended for survey control.
 KQ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0328.See file dsdata.txt to determine how the superseded data were derived.
 KQ0328
 KQ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD280460(NAD 83)
 KQ0328_MARKER: DB = BENCH MARK DISK
 KQ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0328_STAMPING: J 46 1934
 KQ0328_MARK LOGO: CGS   
 KQ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0328+STABILITY: SURFACE MOTION
 KQ0328
 KQ0328  HISTORY     - Date     Condition        Report By
 KQ0328  HISTORY     - 1934     MONUMENTED       CGS
 KQ0328  HISTORY     - 1967     GOOD             NGS
 KQ0328  HISTORY     - 1984     GOOD             NGS
 KQ0328
 KQ0328                          STATION DESCRIPTION
 KQ0328
 KQ0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KQ0328'4.2 MI SE FROM EASTGATE.
 KQ0328'ABOUT 4.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE
 KQ0328'STATION AT EASTGATE, SOUTHWEST AND ACROSS THE HIGHWAY FROM THE
 KQ0328'NORTHWEST END OF A CUT FOR THE HIGHWAY, 46 1/2 FEET SOUTHWEST OF THE
 KQ0328'CENTER LINE OF THE HIGHWAY, 135 FEET SOUTHEAST OF THE CENTER OF THE
 KQ0328'SOUTHWEST CONCRETE HEAD WALL OF A 12-INCH CORRUGATED METAL CULVERT,
 KQ0328'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 KQ0328'CONCRETE POST WHICH PROJECTS 7 INCHES.
 KQ0328
 KQ0328                          STATION RECOVERY (1984)
 KQ0328
 KQ0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0328'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0328'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0229 ***********************************************************************
 KR0229  DESIGNATION -  J 47
 KR0229  PID         -  KR0229
 KR0229  STATE/COUNTY-  NV/CHURCHILL
 KR0229  USGS QUAD   -  GRIMES POINT (1985)
 KR0229
 KR0229                         *CURRENT SURVEY CONTROL
 KR0229  ___________________________________________________________________
 KR0229* NAD 83(1986)-  39 24 07.     (N)    118 39 22.     (W)     SCALED    
 KR0229* NAVD 88     -      1198.29   (+/-2cm)    3931.4    (feet)  VERTCON   
 KR0229  ___________________________________________________________________
 KR0229  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR0229
 KR0229  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0229
 KR0229.The horizontal coordinates were scaled from a topographic map and have
 KR0229.an estimated accuracy of +/- 6 seconds.
 KR0229
 KR0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0229.The vertical order pertains to the NGVD 29 superseded value.
 KR0229
 KR0229.The geoid height was determined by GEOID03.
 KR0229
 KR0229;                    North         East    Units  Estimated Accuracy
 KR0229;SPC NV W     - 4,516,220.      793,730.      MT  (+/- 180 meters Scaled)
 KR0229
 KR0229                          SUPERSEDED SURVEY CONTROL
 KR0229
 KR0229  NGVD 29 (??/??/92) 1197.336  (m)         3928.26   (f) ADJ UNCH    1 2
 KR0229
 KR0229.Superseded values are not recommended for survey control.
 KR0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0229.See file dsdata.txt to determine how the superseded data were derived.
 KR0229
 KR0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD574626(NAD 83)
 KR0229_MARKER: DB = BENCH MARK DISK
 KR0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0229_STAMPING: J 47 1934
 KR0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0229+STABILITY: SURFACE MOTION
 KR0229
 KR0229  HISTORY     - Date     Condition        Report By
 KR0229  HISTORY     - 1934     MONUMENTED       CGS
 KR0229  HISTORY     - 1955     MARK NOT FOUND   NGS
 KR0229  HISTORY     - 1967     MARK NOT FOUND   NGS
 KR0229
 KR0229                          STATION DESCRIPTION
 KR0229
 KR0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0229'4.5 MI W FROM SALT WELLS.
 KR0229'4.5 MILES WEST OF SALT WELLS STATION, 40 FEET SOUTH OF THE CENTERLINE
 KR0229'OF U.S. HIGHWAY 50, NEAR AN INTERSECTION OF OLD HIGHWAY BED ON THE
 KR0229'NORTH SIDE OF THE PRESENT HIGHWAY.  NOTE-- A CONCRETE POST WAS FOUND
 KR0229'BROKEN OFF ABOVE THE GROUND, WHICH MAY POSSIBLY HAVE BEEN A PORTION OF
 KR0229'THE DESTROYED MARK.
 KR0229
 KR0229                          STATION RECOVERY (1967)
 KR0229
 KR0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KR0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0170 ***********************************************************************
 MV0170  DESIGNATION -  J 48
 MV0170  PID         -  MV0170
 MV0170  STATE/COUNTY-  NV/WASHOE
 MV0170  USGS QUAD   -  VYA (1980)
 MV0170
 MV0170                         *CURRENT SURVEY CONTROL
 MV0170  ___________________________________________________________________
 MV0170* NAD 83(1986)-  41 34 23.     (N)    119 50 58.     (W)     SCALED    
 MV0170* NAVD 88     -      1702.129  (meters)    5584.40   (feet)  ADJUSTED  
 MV0170  ___________________________________________________________________
 MV0170  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 MV0170  DYNAMIC HT  -        1700.815 (meters)    5580.09  (feet)  COMP
 MV0170  MODELED GRAV-     979,790.9   (mgal)                       NAVD 88
 MV0170
 MV0170  VERT ORDER  -  FIRST     CLASS II
 MV0170
 MV0170.The horizontal coordinates were scaled from a topographic map and have
 MV0170.an estimated accuracy of +/- 6 seconds.
 MV0170
 MV0170.The orthometric height was determined by differential leveling
 MV0170.and adjusted by the National Geodetic Survey in June 1991..
 MV0170
 MV0170.The geoid height was determined by GEOID03.
 MV0170
 MV0170.The dynamic height is computed by dividing the NAVD 88
 MV0170.geopotential number by the normal gravity value computed on the
 MV0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0170.degrees latitude (g = 980.6199 gals.).
 MV0170
 MV0170.The modeled gravity was interpolated from observed gravity values.
 MV0170
 MV0170;                    North         East    Units  Estimated Accuracy
 MV0170;SPC NV W     - 4,758,060.      694,410.      MT  (+/- 180 meters Scaled)
 MV0170
 MV0170                          SUPERSEDED SURVEY CONTROL
 MV0170
 MV0170  NGVD 29 (??/??/92) 1700.906  (m)         5580.39   (f) ADJ UNCH    1 2
 MV0170
 MV0170.Superseded values are not recommended for survey control.
 MV0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0170.See file dsdata.txt to determine how the superseded data were derived.
 MV0170
 MV0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG624062(NAD 83)
 MV0170_MARKER: DB = BENCH MARK DISK
 MV0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0170_STAMPING: J 48 1934
 MV0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0170+STABILITY: SURFACE MOTION
 MV0170
 MV0170  HISTORY     - Date     Condition        Report By
 MV0170  HISTORY     - 1934     MONUMENTED       CGS
 MV0170  HISTORY     - 1941     GOOD             NGS
 MV0170
 MV0170                          STATION DESCRIPTION
 MV0170
 MV0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0170'0.7 MI S FROM VYA.
 MV0170'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 8 A FROM THE VYA HIGHWAY
 MV0170'JUNCTION ABOUT 1 MILE SOUTHEAST OF VYA, WASHOE COUNTY, ABOUT 234 FEET
 MV0170'NORTH OF A WASH UNDER THE HIGHWAY, AT THE ENTRANCE TO LONG VALLEY, AT
 MV0170'THE FOOT OF A GRADE, AND 45 FEET EAST OF THE CENTER LINE OF THE
 MV0170'HIGHWAY.  A STANDARD DISK, STAMPED J 48 1934 AND SET IN THE TOP OF A
 MV0170'CONCRETE POST.
 MV0170
 MV0170                          STATION RECOVERY (1941)
 MV0170
 MV0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MV0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0191 ***********************************************************************
 MV0191  DESIGNATION -  J 49
 MV0191  PID         -  MV0191
 MV0191  STATE/COUNTY-  NV/WASHOE
 MV0191  USGS QUAD   -  CROOKS MEADOW (1966)
 MV0191
 MV0191                         *CURRENT SURVEY CONTROL
 MV0191  ___________________________________________________________________
 MV0191* NAD 83(1986)-  41 46 11.     (N)    119 54 50.     (W)     SCALED    
 MV0191* NAVD 88     -      1867.974  (meters)    6128.51   (feet)  POSTED    
 MV0191  ___________________________________________________________________
 MV0191  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 MV0191  DYNAMIC HT  -        1866.590 (meters)    6123.97  (feet)  COMP
 MV0191  MODELED GRAV-     979,815.7   (mgal)                       NAVD 88
 MV0191
 MV0191  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MV0191
 MV0191.The horizontal coordinates were scaled from a topographic map and have
 MV0191.an estimated accuracy of +/- 6 seconds.
 MV0191
 MV0191.The orthometric height was determined by differential leveling
 MV0191.and adjusted by the National Geodetic Survey in 1992..
 MV0191.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MV0191.rate of 2.1 thru 3.0 mm/km.
 MV0191
 MV0191.The geoid height was determined by GEOID03.
 MV0191
 MV0191.The dynamic height is computed by dividing the NAVD 88
 MV0191.geopotential number by the normal gravity value computed on the
 MV0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0191.degrees latitude (g = 980.6199 gals.).
 MV0191
 MV0191.The modeled gravity was interpolated from observed gravity values.
 MV0191
 MV0191;                    North         East    Units  Estimated Accuracy
 MV0191;SPC NV W     - 4,779,980.      689,380.      MT  (+/- 180 meters Scaled)
 MV0191
 MV0191                          SUPERSEDED SURVEY CONTROL
 MV0191
 MV0191  NGVD 29 (??/??/92) 1866.657  (m)         6124.19   (f) ADJ UNCH    2 0
 MV0191
 MV0191.Superseded values are not recommended for survey control.
 MV0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0191.See file dsdata.txt to determine how the superseded data were derived.
 MV0191
 MV0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG577283(NAD 83)
 MV0191_MARKER: DB = BENCH MARK DISK
 MV0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0191_STAMPING: J 49 1934
 MV0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0191+STABILITY: SURFACE MOTION
 MV0191
 MV0191  HISTORY     - Date     Condition        Report By
 MV0191  HISTORY     - 1934     MONUMENTED       CGS
 MV0191
 MV0191                          STATION DESCRIPTION
 MV0191
 MV0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0191'3.9 MI NW FROM SEVIER RANCH.
 MV0191'ABOUT 3.9 MILES NORTHWEST ALONG THE ROAD LEADING TO POWELL RANCH,
 MV0191'CALIFORNIA, FROM THE RANCH HOUSE AT SEVIER RANCH, WASHOE COUNTY, ABOUT
 MV0191'0.4 MILE WEST OF AN OLD RANCH HOUSE IN HOLY VALLEY, ON THE WEST SIDE
 MV0191'OF THE VALLEY, 10 FEET SOUTH OF THE CENTER LINE OF AN OLD WAGON ROAD,
 MV0191'AND INSIDE OF A FENCE WHERE THE ROAD LEADS THROUGH A GATE.  A STANDARD
 MV0191'DISK.  STAMPED J 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0432 ***********************************************************************
 LQ0432  DESIGNATION -  J 5
 LQ0432  PID         -  LQ0432
 LQ0432  STATE/COUNTY-  NV/ELKO
 LQ0432  USGS QUAD   -  ELKO WEST (1975)
 LQ0432
 LQ0432                         *CURRENT SURVEY CONTROL
 LQ0432  ___________________________________________________________________
 LQ0432* NAD 83(1986)-  40 47 21.     (N)    115 51 22.     (W)     SCALED    
 LQ0432* NAVD 88     -      1531.641  (meters)    5025.06   (feet)  ADJUSTED  
 LQ0432  ___________________________________________________________________
 LQ0432  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 LQ0432  DYNAMIC HT  -        1530.375 (meters)    5020.91  (feet)  COMP
 LQ0432  MODELED GRAV-     979,744.5   (mgal)                       NAVD 88
 LQ0432
 LQ0432  VERT ORDER  -  FIRST     CLASS II
 LQ0432
 LQ0432.The horizontal coordinates were scaled from a topographic map and have
 LQ0432.an estimated accuracy of +/- 6 seconds.
 LQ0432
 LQ0432.The orthometric height was determined by differential leveling
 LQ0432.and adjusted by the National Geodetic Survey in June 1991..
 LQ0432
 LQ0432.The geoid height was determined by GEOID03.
 LQ0432
 LQ0432.The dynamic height is computed by dividing the NAVD 88
 LQ0432.geopotential number by the normal gravity value computed on the
 LQ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0432.degrees latitude (g = 980.6199 gals.).
 LQ0432
 LQ0432.The modeled gravity was interpolated from observed gravity values.
 LQ0432
 LQ0432;                    North         East    Units  Estimated Accuracy
 LQ0432;SPC NV E     - 8,670,270.      176,980.      MT  (+/- 180 meters Scaled)
 LQ0432
 LQ0432                          SUPERSEDED SURVEY CONTROL
 LQ0432
 LQ0432  NGVD 29 (??/??/92) 1530.534  (m)         5021.43   (f) ADJ UNCH    1 2
 LQ0432
 LQ0432.Superseded values are not recommended for survey control.
 LQ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0432.See file dsdata.txt to determine how the superseded data were derived.
 LQ0432
 LQ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF965159(NAD 83)
 LQ0432_MARKER: Q = CHISELED SQUARE
 LQ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0432_SP_SET: SANDSTONE POST
 LQ0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0432+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002
 LQ0432
 LQ0432  HISTORY     - Date     Condition        Report By
 LQ0432  HISTORY     - UNK      MONUMENTED       CGS
 LQ0432  HISTORY     - 1953     GOOD             NGS
 LQ0432  HISTORY     - 1984     GOOD             NGS
 LQ0432  HISTORY     - 20020108 GOOD             NVGS
 LQ0432
 LQ0432                          STATION DESCRIPTION
 LQ0432
 LQ0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0432'5.7 MI SW FROM ELKO.
 LQ0432'5.7 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LQ0432'THE STATION AT ELKO, 0.3 MILE (11 POLES) NORTHEAST OF MILEPOLE 550, AT
 LQ0432'THE CROSSING OF A DIRT ROAD LEADING TO A RANCHHOUSE, 190.8 FEET
 LQ0432'SOUTHEAST OF THE SOUTHEAST RAIL, 25 1/2 FEET WEST OF THE CENTER LINE
 LQ0432'OF THE ROAD, 18.5 FEET WEST OF THE SOUTHWEST END OF AN IRON GATE, 12
 LQ0432'1/2 FEET NORTHEAST OF A POWER LINE POLE, 8.7 FEET NORTHWEST OF A
 LQ0432'FENCE, 1.9 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 LQ0432'THE TRACK, AND FLANKED BY THE CHISELED LETTERS USBM IN THE TOP OF A
 LQ0432'SANDSTONE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LQ0432
 LQ0432                          STATION RECOVERY (1984)
 LQ0432
 LQ0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0432'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.15 KM
 LQ0432'(3.85 MI) SOUTHWEST ALONG OLD US HIGHWAY 40 (IDAHO STREET) FROM THE
 LQ0432'COURTHOUSE AT ELKO, THENCE 3.5 KM (2.2 MI) SOUTHWEST ALONG INTERSTATE
 LQ0432'80, THENCE 0.15 KM (0.1 MI) SOUTHEAST ACROSS THE FRONTAGE ROAD AND THE
 LQ0432'SOUTHERN PACIFIC RAILROAD, IN THE SOUTH CORNER OF THE INTERSECTION OF
 LQ0432'THE RAILROAD AND A RANCH ROAD LEADING SOUTH, 0.55 KM (0.35 MI)
 LQ0432'NORTHEAST OF MILEPOST 296, 58.2 METERS (191 FT) SOUTHEAST OF THE
 LQ0432'SOUTHEAST RAIL, 5.6 METERS (18.5 FT) SOUTHWEST OF THE SOUTHWEST GATE
 LQ0432'POST FOR AN IRON GATE AND 2.6 METERS (8.5 FT) NORTHWEST OF THE RIGHT
 LQ0432'OF WAY FENCE.  BENCH MARK IS THE BOTTOM OF A SQUARE HOLE IN TOP OF A
 LQ0432'SANDSTONE POST PROJECTING 30 CENTIMETERS.
 LQ0432'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 LQ0432'THE MARK IS 0.3 M BELOW THE TRACKS.
 LQ0432
 LQ0432                          STATION RECOVERY (2002)
 LQ0432
 LQ0432'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 LQ0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0271 ***********************************************************************
 GR0271  DESIGNATION -  J 50
 GR0271  PID         -  GR0271
 GR0271  STATE/COUNTY-  NV/CLARK
 GR0271  USGS QUAD   -  OVERTON BEACH (1983)
 GR0271
 GR0271                         *CURRENT SURVEY CONTROL
 GR0271  ___________________________________________________________________
 GR0271* NAD 83(1986)-  36 28 03.     (N)    114 17 03.     (W)     SCALED    
 GR0271* NAVD 88     -       460.767  (meters)    1511.70   (feet)  POSTED    
 GR0271  ___________________________________________________________________
 GR0271  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 GR0271  DYNAMIC HT  -         460.320 (meters)    1510.23  (feet)  COMP
 GR0271  MODELED GRAV-     979,643.4   (mgal)                       NAVD 88
 GR0271
 GR0271  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0271
 GR0271.The horizontal coordinates were scaled from a topographic map and have
 GR0271.an estimated accuracy of +/- 6 seconds.
 GR0271
 GR0271.The orthometric height was determined by differential leveling
 GR0271.and adjusted by the National Geodetic Survey in 1992..
 GR0271.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0271.rate of 1.1 thru 2.0 mm/km.
 GR0271
 GR0271.The geoid height was determined by GEOID03.
 GR0271
 GR0271.The dynamic height is computed by dividing the NAVD 88
 GR0271.geopotential number by the normal gravity value computed on the
 GR0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0271.degrees latitude (g = 980.6199 gals.).
 GR0271
 GR0271.The modeled gravity was interpolated from observed gravity values.
 GR0271
 GR0271;                    North         East    Units  Estimated Accuracy
 GR0271;SPC NV E     - 8,191,330.      316,430.      MT  (+/- 180 meters Scaled)
 GR0271
 GR0271                          SUPERSEDED SURVEY CONTROL
 GR0271
 GR0271  NGVD 29 (??/??/92)  460.103  (m)         1509.52   (f) ADJ UNCH    1 1
 GR0271
 GR0271.Superseded values are not recommended for survey control.
 GR0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0271.See file dsdata.txt to determine how the superseded data were derived.
 GR0271
 GR0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA433392(NAD 83)
 GR0271_MARKER: DB = BENCH MARK DISK
 GR0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0271_STAMPING: J 50 1934
 GR0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0271+STABILITY: SURFACE MOTION
 GR0271
 GR0271  HISTORY     - Date     Condition        Report By
 GR0271  HISTORY     - 1934     MONUMENTED       CGS
 GR0271  HISTORY     - 1950     GOOD             NGS
 GR0271
 GR0271                          STATION DESCRIPTION
 GR0271
 GR0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0271'37.5 MI S FROM RIVERSIDE.
 GR0271'27.1  MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0271'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0271'THENCE 10.4 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GR0271'FERRY ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 13 FEET
 GR0271'NORTH OF THE CENTER LINE OF A ROAD PARRELLING THE MAIN ROAD, 3.2 FEET
 GR0271'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 GR0271'OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0074 ***********************************************************************
 GR0074  DESIGNATION -  J 51
 GR0074  PID         -  GR0074
 GR0074  STATE/COUNTY-  NV/CLARK
 GR0074  USGS QUAD   -  RIVERSIDE (1983)
 GR0074
 GR0074                         *CURRENT SURVEY CONTROL
 GR0074  ___________________________________________________________________
 GR0074* NAD 83(1986)-  36 44 08.     (N)    114 13 15.     (W)     SCALED    
 GR0074* NAVD 88     -       438.608  (meters)    1439.00   (feet)  ADJUSTED  
 GR0074  ___________________________________________________________________
 GR0074  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 GR0074  DYNAMIC HT  -         438.189 (meters)    1437.63  (feet)  COMP
 GR0074  MODELED GRAV-     979,663.7   (mgal)                       NAVD 88
 GR0074
 GR0074  VERT ORDER  -  FIRST     CLASS I
 GR0074
 GR0074.The horizontal coordinates were scaled from a topographic map and have
 GR0074.an estimated accuracy of +/- 6 seconds.
 GR0074
 GR0074.The orthometric height was determined by differential leveling
 GR0074.and adjusted by the National Geodetic Survey in June 1991..
 GR0074
 GR0074.The geoid height was determined by GEOID03.
 GR0074
 GR0074.The dynamic height is computed by dividing the NAVD 88
 GR0074.geopotential number by the normal gravity value computed on the
 GR0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0074.degrees latitude (g = 980.6199 gals.).
 GR0074
 GR0074.The modeled gravity was interpolated from observed gravity values.
 GR0074
 GR0074;                    North         East    Units  Estimated Accuracy
 GR0074;SPC NV E     - 8,221,150.      321,690.      MT  (+/- 180 meters Scaled)
 GR0074
 GR0074                          SUPERSEDED SURVEY CONTROL
 GR0074
 GR0074  NGVD 29 (??/??/92)  437.934  (m)         1436.79   (f) ADJ UNCH    1 1
 GR0074
 GR0074.Superseded values are not recommended for survey control.
 GR0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0074.See file dsdata.txt to determine how the superseded data were derived.
 GR0074
 GR0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA481691(NAD 83)
 GR0074_MARKER: DB = BENCH MARK DISK
 GR0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0074_SP_SET: GUARDRAIL
 GR0074_STAMPING: J 51 1934
 GR0074_MARK LOGO: CGS   
 GR0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0074
 GR0074  HISTORY     - Date     Condition        Report By
 GR0074  HISTORY     - 1934     MONUMENTED       CGS
 GR0074  HISTORY     - 1957     GOOD             NGS
 GR0074  HISTORY     - 1982     GOOD             NGS
 GR0074  HISTORY     - 1982     GOOD             NGS
 GR0074  HISTORY     - 19951007 GOOD             USPSQD
 GR0074
 GR0074                          STATION DESCRIPTION
 GR0074
 GR0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GR0074'6.3 MI W FROM BUNKERVILLE.
 GR0074'6.3 MILES WEST ALONG U. S. HIGHWAY 91 FROM BUNKERVILLE, CLARK COUNTY,
 GR0074'AT CAMP RIVERSIDE, AT THE CONCRETE HIGHWAY BRIDGE OVER VIRGIN RIVER,
 GR0074'IN THE TOP OF THE CONCRETE GUARDRAIL, 11 FEET SOUTHWEST OF THE
 GR0074'CENTERLINE OF THE HIGHWAY, 4 FEET SOUTHEAST OF THE NORTHWEST END OF
 GR0074'THE GUARDRAIL, AND ABOUT 3 FEET ABOVE THE FLOOR OF THE BRIDGE.  A
 GR0074'STANDARD DISK, STAMPED J 51 1934.
 GR0074
 GR0074                          STATION RECOVERY (1957)
 GR0074
 GR0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GR0074'RECOVERED IN GOOD CONDITION.
 GR0074
 GR0074                          STATION RECOVERY (1982)
 GR0074
 GR0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0074'RECOVERED IN GOOD CONDITION. THE 1935 DESCRIPTION IS ADEQUATE EXCEPT
 GR0074'HIGHWAY 91 IS NOW STATE HIGHWAY 170 AND MILEAGE IS FROM MAIN STREET IN
 GR0074'BUNKERVILLE.
 GR0074
 GR0074                          STATION RECOVERY (1982)
 GR0074
 GR0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0074'RECOVERED IN GOOD CONDITION.
 GR0074
 GR0074                          STATION RECOVERY (1995)
 GR0074
 GR0074'RECOVERY NOTE BY US POWER SQUADRON 1995
 GR0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0546 ***********************************************************************
 LQ0546  DESIGNATION -  J 52
 LQ0546  PID         -  LQ0546
 LQ0546  STATE/COUNTY-  NV/ELKO
 LQ0546  USGS QUAD   -  KITTRIDGE SPRINGS (1982)
 LQ0546
 LQ0546                         *CURRENT SURVEY CONTROL
 LQ0546  ___________________________________________________________________
 LQ0546* NAD 83(1986)-  40 59 13.     (N)    115 51 30.     (W)     SCALED    
 LQ0546* NAVD 88     -      1912.966  (meters)    6276.12   (feet)  ADJUSTED  
 LQ0546  ___________________________________________________________________
 LQ0546  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 LQ0546  DYNAMIC HT  -        1911.309 (meters)    6270.69  (feet)  COMP
 LQ0546  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 LQ0546
 LQ0546  VERT ORDER  -  FIRST     CLASS II
 LQ0546
 LQ0546.The horizontal coordinates were scaled from a topographic map and have
 LQ0546.an estimated accuracy of +/- 6 seconds.
 LQ0546
 LQ0546.The orthometric height was determined by differential leveling
 LQ0546.and adjusted by the National Geodetic Survey in June 1991..
 LQ0546
 LQ0546.The geoid height was determined by GEOID03.
 LQ0546
 LQ0546.The dynamic height is computed by dividing the NAVD 88
 LQ0546.geopotential number by the normal gravity value computed on the
 LQ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0546.degrees latitude (g = 980.6199 gals.).
 LQ0546
 LQ0546.The modeled gravity was interpolated from observed gravity values.
 LQ0546
 LQ0546;                    North         East    Units  Estimated Accuracy
 LQ0546;SPC NV E     - 8,692,230.      176,860.      MT  (+/- 180 meters Scaled)
 LQ0546
 LQ0546                          SUPERSEDED SURVEY CONTROL
 LQ0546
 LQ0546  NGVD 29 (??/??/92) 1911.76   (m)         6272.2    (f) COMPUTED    1 2
 LQ0546
 LQ0546.Superseded values are not recommended for survey control.
 LQ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0546.See file dsdata.txt to determine how the superseded data were derived.
 LQ0546
 LQ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF960379(NAD 83)
 LQ0546_MARKER: DB = BENCH MARK DISK
 LQ0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0546_STAMPING: J-52 1934
 LQ0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0546+STABILITY: SURFACE MOTION
 LQ0546
 LQ0546  HISTORY     - Date     Condition        Report By
 LQ0546  HISTORY     - 1934     MONUMENTED       CGS
 LQ0546
 LQ0546                          STATION DESCRIPTION
 LQ0546
 LQ0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0546'13.2 MI N FROM ELKO.
 LQ0546'13.2 MILES NORTH OF ELKO COUNTY COURTHOUSE AT ELKO ALONG STATE HIGHWAY
 LQ0546'NO. 11.  0.6 MILES SOUTH OF CONCRETE HIGHWAY CULVERT.  64 FEET
 LQ0546'NORTHEAST OF TELEPHONE POLE.  47 FEET EAST OF NORTHEAST FENCE CORNER.
 LQ0546'40 FEET SOUTHWEST OF CENTERLINE OF STATE HIGHWAY NO. 11. PRECAST
 LQ0546'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0001 ***********************************************************************
 MU0001  DESIGNATION -  J 53
 MU0001  PID         -  MU0001
 MU0001  STATE/COUNTY-  NV/ELKO
 MU0001  USGS QUAD   -  DEEP CREEK (1987)
 MU0001
 MU0001                         *CURRENT SURVEY CONTROL
 MU0001  ___________________________________________________________________
 MU0001* NAD 83(1986)-  41 32 35.     (N)    116 08 03.     (W)     SCALED    
 MU0001* NAVD 88     -      1808.528  (meters)    5933.48   (feet)  ADJUSTED  
 MU0001  ___________________________________________________________________
 MU0001  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 MU0001  DYNAMIC HT  -        1807.067 (meters)    5928.69  (feet)  COMP
 MU0001  MODELED GRAV-     979,751.2   (mgal)                       NAVD 88
 MU0001
 MU0001  VERT ORDER  -  FIRST     CLASS II
 MU0001
 MU0001.The horizontal coordinates were scaled from a topographic map and have
 MU0001.an estimated accuracy of +/- 6 seconds.
 MU0001
 MU0001.The orthometric height was determined by differential leveling
 MU0001.and adjusted by the National Geodetic Survey in June 1991..
 MU0001
 MU0001.The geoid height was determined by GEOID03.
 MU0001
 MU0001.The dynamic height is computed by dividing the NAVD 88
 MU0001.geopotential number by the normal gravity value computed on the
 MU0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0001.degrees latitude (g = 980.6199 gals.).
 MU0001
 MU0001.The modeled gravity was interpolated from observed gravity values.
 MU0001
 MU0001;                    North         East    Units  Estimated Accuracy
 MU0001;SPC NV E     - 8,754,100.      154,040.      MT  (+/- 180 meters Scaled)
 MU0001
 MU0001                          SUPERSEDED SURVEY CONTROL
 MU0001
 MU0001  NGVD 29 (??/??/92) 1807.312  (m)         5929.49   (f) ADJ UNCH    1 2
 MU0001
 MU0001.Superseded values are not recommended for survey control.
 MU0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0001.See file dsdata.txt to determine how the superseded data were derived.
 MU0001
 MU0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF722994(NAD 83)
 MU0001_MARKER: DB = BENCH MARK DISK
 MU0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0001_STAMPING: J-53 1934
 MU0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0001+STABILITY: SURFACE MOTION
 MU0001
 MU0001  HISTORY     - Date     Condition        Report By
 MU0001  HISTORY     - 1934     MONUMENTED       CGS
 MU0001
 MU0001                          STATION DESCRIPTION
 MU0001
 MU0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0001'19.3 MI S FROM WHITE ROCK.
 MU0001'19.3 MILES SOUTH OF ZUBIETTAS STORE AT WHITE ROCK ALONG STATE HIGHWAY
 MU0001'NO. 11.  1.9 MILES SOUTH OF DEEP CREEK STATION.  AT JUNCTION OF SMALL
 MU0001'VALLEY AND STREAM FROM THE NORTHEAST.  60 FEET NORTHWEST OF CORRUGATED
 MU0001'PIPE HIGHWAY CULVERT.  25 FEET NORTHEAST OF CENTERLINE OF STATE
 MU0001'HIGHWAY NO. 11.  18 FEET SOUTHEAST OF CENTERLINE OF GATEWAY WITH TALL
 MU0001'POLES ON EITHER SIDE.  2.5 FEET SOUTHWEST OF FENCE. PRECAST CONCRETE
 MU0001'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0077 ***********************************************************************
 HP0077  DESIGNATION -  J 57 RESET
 HP0077  PID         -  HP0077
 HP0077  STATE/COUNTY-  NV/LINCOLN
 HP0077  USGS QUAD   -  CHOKECHERRY MTN (1970)
 HP0077
 HP0077                         *CURRENT SURVEY CONTROL
 HP0077  ___________________________________________________________________
 HP0077* NAD 83(1986)-  37 36 53.     (N)    114 44 09.     (W)     SCALED    
 HP0077* NAVD 88     -      1688.02   (meters)    5538.1    (feet)  RESET     
 HP0077  ___________________________________________________________________
 HP0077  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 HP0077
 HP0077  VERT ORDER  -  THIRD
 HP0077
 HP0077.The horizontal coordinates were scaled from a topographic map and have
 HP0077.an estimated accuracy of +/- 6 seconds.
 HP0077
 HP0077.The orthometric height was computed from unverified reset data.
 HP0077
 HP0077.The geoid height was determined by GEOID03.
 HP0077
 HP0077;                    North         East    Units  Estimated Accuracy
 HP0077;SPC NV E     - 8,318,180.      274,820.      MT  (+/- 180 meters Scaled)
 HP0077
 HP0077                          SUPERSEDED SURVEY CONTROL
 HP0077
 HP0077.No superseded survey control is available for this station.
 HP0077
 HP0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB998654(NAD 83)
 HP0077_MARKER: DB = BENCH MARK DISK
 HP0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0077_STAMPING: J 57 RESET 1936
 HP0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0077+STABILITY: SURFACE MOTION
 HP0077
 HP0077  HISTORY     - Date     Condition        Report By
 HP0077  HISTORY     - 1936     MONUMENTED       CGS
 HP0077  HISTORY     - 1970     GOOD             USGS
 HP0077
 HP0077                          STATION DESCRIPTION
 HP0077
 HP0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 HP0077'14.5 MI W FROM CALIENTE.
 HP0077'14.5 MILES WEST ALONG U. S. HIGHWAY 93 FROM THE PUBLIC SCHOOL AT
 HP0077'CALIENTE, LINCOLN COUNTY, 0.7 MILE WEST OF THE INTERSECTION OF A ROAD
 HP0077'LEADING SOUTH TO DELMAR, 94 FEET SOUTHEAST OF A 6-INCH SCRUB CEDAR
 HP0077'WHICH IS 59 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 15 FEET
 HP0077'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 HP0077'J 57 RESET 1936 AND SET IN THE TOP OF A CONCRETE POST.
 HP0077
 HP0077                          STATION RECOVERY (1970)
 HP0077
 HP0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HP0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0147 ***********************************************************************
 HP0147  DESIGNATION -  J 58
 HP0147  PID         -  HP0147
 HP0147  STATE/COUNTY-  NV/LINCOLN
 HP0147  USGS QUAD   -  CRESCENT RESERVOIR (1983)
 HP0147
 HP0147                         *CURRENT SURVEY CONTROL
 HP0147  ___________________________________________________________________
 HP0147* NAD 83(1986)-  37 24 56.     (N)    115 24 39.     (W)     SCALED    
 HP0147* NAVD 88     -      1470.223  (meters)    4823.56   (feet)  ADJUSTED  
 HP0147  ___________________________________________________________________
 HP0147  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 HP0147  DYNAMIC HT  -        1468.609 (meters)    4818.26  (feet)  COMP
 HP0147  MODELED GRAV-     979,481.1   (mgal)                       NAVD 88
 HP0147
 HP0147  VERT ORDER  -  FIRST     CLASS II
 HP0147
 HP0147.The horizontal coordinates were scaled from a topographic map and have
 HP0147.an estimated accuracy of +/- 6 seconds.
 HP0147
 HP0147.The orthometric height was determined by differential leveling
 HP0147.and adjusted by the National Geodetic Survey in June 1991..
 HP0147
 HP0147.The geoid height was determined by GEOID03.
 HP0147
 HP0147.The dynamic height is computed by dividing the NAVD 88
 HP0147.geopotential number by the normal gravity value computed on the
 HP0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0147.degrees latitude (g = 980.6199 gals.).
 HP0147
 HP0147.The modeled gravity was interpolated from observed gravity values.
 HP0147
 HP0147;                    North         East    Units  Estimated Accuracy
 HP0147;SPC NV E     - 8,295,760.      215,270.      MT  (+/- 180 meters Scaled)
 HP0147
 HP0147                          SUPERSEDED SURVEY CONTROL
 HP0147
 HP0147  NGVD 29 (??/??/92) 1469.251  (m)         4820.37   (f) ADJ UNCH    1 2
 HP0147
 HP0147.Superseded values are not recommended for survey control.
 HP0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0147.See file dsdata.txt to determine how the superseded data were derived.
 HP0147
 HP0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB406421(NAD 83)
 HP0147_MARKER: DB = BENCH MARK DISK
 HP0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0147_STAMPING: J 58 1934
 HP0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0147+STABILITY: SURFACE MOTION
 HP0147
 HP0147  HISTORY     - Date     Condition        Report By
 HP0147  HISTORY     - 1934     MONUMENTED       CGS
 HP0147  HISTORY     - 1965     GOOD             NGS
 HP0147  HISTORY     - 1977     GOOD             USGS
 HP0147
 HP0147                          STATION DESCRIPTION
 HP0147
 HP0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0147'14.4 MI W FROM CRYSTAL SPRINGS.
 HP0147'14.4 MILES WEST ALONG STATE HIGHWAY 25 FROM CRYSTAL SPRINGS, LINCOLN
 HP0147'COUNTY, AT THE JUNCTION OF A ROAD LEADING WEST TO GROOM, AND 38 FEET
 HP0147'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 HP0147'J 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HP0147
 HP0147                          STATION RECOVERY (1965)
 HP0147
 HP0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HP0147'RECOVERED IN GOOD CONDITION.
 HP0147
 HP0147                          STATION RECOVERY (1977)
 HP0147
 HP0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HP0147'AT THE JUNCTION OF A ROAD LEADING WEST TO GROOM, AND 100 FEET SOUTH
 HP0147'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0773 ***********************************************************************
 HQ0773  DESIGNATION -  J 59
 HQ0773  PID         -  HQ0773
 HQ0773  STATE/COUNTY-  NV/NYE
 HQ0773  USGS QUAD   -  REVEILLE PEAK SE (1987)
 HQ0773
 HQ0773                         *CURRENT SURVEY CONTROL
 HQ0773  ___________________________________________________________________
 HQ0773* NAD 83(1986)-  37 45 23.     (N)    116 02 21.     (W)     SCALED    
 HQ0773* NAVD 88     -      1671.873  (meters)    5485.14   (feet)  ADJUSTED  
 HQ0773  ___________________________________________________________________
 HQ0773  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 HQ0773  DYNAMIC HT  -        1669.971 (meters)    5478.90  (feet)  COMP
 HQ0773  MODELED GRAV-     979,433.4   (mgal)                       NAVD 88
 HQ0773
 HQ0773  VERT ORDER  -  FIRST     CLASS II
 HQ0773
 HQ0773.The horizontal coordinates were scaled from a topographic map and have
 HQ0773.an estimated accuracy of +/- 6 seconds.
 HQ0773
 HQ0773.The orthometric height was determined by differential leveling
 HQ0773.and adjusted by the National Geodetic Survey in June 1991..
 HQ0773
 HQ0773.The geoid height was determined by GEOID03.
 HQ0773
 HQ0773.The dynamic height is computed by dividing the NAVD 88
 HQ0773.geopotential number by the normal gravity value computed on the
 HQ0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0773.degrees latitude (g = 980.6199 gals.).
 HQ0773
 HQ0773.The modeled gravity was interpolated from observed gravity values.
 HQ0773
 HQ0773;                    North         East    Units  Estimated Accuracy
 HQ0773;SPC NV C     - 6,333,750.      555,290.      MT  (+/- 180 meters Scaled)
 HQ0773
 HQ0773                          SUPERSEDED SURVEY CONTROL
 HQ0773
 HQ0773  NGVD 29 (??/??/92) 1670.78   (m)         5481.6    (f) COMPUTED    1 2
 HQ0773
 HQ0773.Superseded values are not recommended for survey control.
 HQ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0773.See file dsdata.txt to determine how the superseded data were derived.
 HQ0773
 HQ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB846792(NAD 83)
 HQ0773_MARKER: DB = BENCH MARK DISK
 HQ0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0773_SP_SET: CONCRETE POST
 HQ0773_STAMPING: J 59 1934
 HQ0773_MARK LOGO: CGS   
 HQ0773_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0773+STABILITY: SURFACE MOTION
 HQ0773
 HQ0773  HISTORY     - Date     Condition        Report By
 HQ0773  HISTORY     - 1934     MONUMENTED       CGS
 HQ0773  HISTORY     - 1935     GOOD             NGS
 HQ0773  HISTORY     - 19920623 GOOD             LOCENG
 HQ0773
 HQ0773                          STATION DESCRIPTION
 HQ0773
 HQ0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HQ0773'58.8 MI W FROM CRYSTAL SPRINGS.
 HQ0773'A 0.7 FOOT SQUARE CONCRETE POST PROJECTING 0.5 FOOT.  BENCH MARK
 HQ0773'IS LOCATED 50.4 FEET SOUTH OF THE CENTERLINE OF THE
 HQ0773'TONOPAH-PIOCHE ROAD, 4.7 MILES EAST OF CEDAR PIPE LINE CORP.
 HQ0773
 HQ0773                          STATION RECOVERY (1992)
 HQ0773
 HQ0773'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0211 ***********************************************************************
 LR0211  DESIGNATION -  J 6
 LR0211  PID         -  LR0211
 LR0211  STATE/COUNTY-  NV/LANDER
 LR0211  USGS QUAD   -  STONY POINT (1985)
 LR0211
 LR0211                         *CURRENT SURVEY CONTROL
 LR0211  ___________________________________________________________________
 LR0211* NAD 83(1986)-  40 39 24.     (N)    116 45 16.     (W)     SCALED    
 LR0211* NAVD 88     -      1389.973  (meters)    4560.27   (feet)  ADJUSTED  
 LR0211  ___________________________________________________________________
 LR0211  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 LR0211  DYNAMIC HT  -        1388.875 (meters)    4556.67  (feet)  COMP
 LR0211  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 LR0211
 LR0211  VERT ORDER  -  FIRST     CLASS II
 LR0211
 LR0211.The horizontal coordinates were scaled from a topographic map and have
 LR0211.an estimated accuracy of +/- 6 seconds.
 LR0211
 LR0211.The orthometric height was determined by differential leveling
 LR0211.and adjusted by the National Geodetic Survey in June 1991..
 LR0211
 LR0211.The geoid height was determined by GEOID03.
 LR0211
 LR0211.The dynamic height is computed by dividing the NAVD 88
 LR0211.geopotential number by the normal gravity value computed on the
 LR0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0211.degrees latitude (g = 980.6199 gals.).
 LR0211
 LR0211.The modeled gravity was interpolated from observed gravity values.
 LR0211
 LR0211;                    North         East    Units  Estimated Accuracy
 LR0211;SPC NV C     - 6,655,530.      492,580.      MT  (+/- 180 meters Scaled)
 LR0211
 LR0211                          SUPERSEDED SURVEY CONTROL
 LR0211
 LR0211  NGVD 29 (??/??/92) 1388.928  (m)         4556.84   (f) ADJ UNCH    1 2
 LR0211
 LR0211.Superseded values are not recommended for survey control.
 LR0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0211.See file dsdata.txt to determine how the superseded data were derived.
 LR0211
 LR0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF207006(NAD 83)
 LR0211_MARKER: Z = SEE DESCRIPTION
 LR0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0211+STABILITY: SURFACE MOTION
 LR0211
 LR0211  HISTORY     - Date     Condition        Report By
 LR0211  HISTORY     - UNK      MONUMENTED       CGS
 LR0211  HISTORY     - 1953     GOOD             NGS
 LR0211  HISTORY     - 1958     GOOD             NGS
 LR0211  HISTORY     - 1983     MARK NOT FOUND   USGS
 LR0211  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0211
 LR0211                          STATION DESCRIPTION
 LR0211
 LR0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0211'11.5 MI E FROM BATTLE MOUNTAIN.
 LR0211'11.5 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0211'STATION AT BATTLE MOUNTAIN, 0.4 MILE (12-3/4 POLES) NORTHEAST OF
 LR0211'MILEPOLE 487, AT THE CROSSING OF A NARROW GRAVELED ROAD LEADING
 LR0211'NORTHWEST TO ARGENTA RANCH, 7 1/2 RAILS NORTHEAST OF SEMAPHORE 4875,
 LR0211'67.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 57 1/2 FEET EAST OF A
 LR0211'TELEGRAPH POLE WITH A GUY WIRE, 12 1/2 FEET SOUTHWEST OF THE CENTER
 LR0211'LINE OF THE ROAD, 1.1 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET
 LR0211'HIGHER THAN THE TRACK, AND FLANKED BY THE CHISELED LETTERS USBM IN THE
 LR0211'TOP OF A SANDSTONE POST PROJECTING 1.4 FEET ABOVE THE GROUND.
 LR0211
 LR0211                          STATION RECOVERY (1958)
 LR0211
 LR0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LR0211'RECOVERED IN GOOD CONDITION.
 LR0211
 LR0211                          STATION RECOVERY (1983)
 LR0211
 LR0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0211'MARK NOT FOUND.
 LR0211
 LR0211                          STATION RECOVERY (1984)
 LR0211
 LR0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0211'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0263 ***********************************************************************
 HP0263  DESIGNATION -  J 60
 HP0263  PID         -  HP0263
 HP0263  STATE/COUNTY-  NV/LINCOLN
 HP0263  USGS QUAD   -  WHITE BLOTCH SPRINGS (1988)
 HP0263
 HP0263                         *CURRENT SURVEY CONTROL
 HP0263  ___________________________________________________________________
 HP0263* NAD 83(1986)-  37 35 41.     (N)    115 53 57.     (W)     SCALED    
 HP0263* NAVD 88     -      1553.266  (meters)    5096.01   (feet)  ADJUSTED  
 HP0263  ___________________________________________________________________
 HP0263  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 HP0263  DYNAMIC HT  -        1551.510 (meters)    5090.25  (feet)  COMP
 HP0263  MODELED GRAV-     979,445.4   (mgal)                       NAVD 88
 HP0263
 HP0263  VERT ORDER  -  SECOND    CLASS 0
 HP0263
 HP0263.The horizontal coordinates were scaled from a topographic map and have
 HP0263.an estimated accuracy of +/- 6 seconds.
 HP0263
 HP0263.The orthometric height was determined by differential leveling
 HP0263.and adjusted by the National Geodetic Survey in June 1991..
 HP0263
 HP0263.The geoid height was determined by GEOID03.
 HP0263
 HP0263.The dynamic height is computed by dividing the NAVD 88
 HP0263.geopotential number by the normal gravity value computed on the
 HP0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0263.degrees latitude (g = 980.6199 gals.).
 HP0263
 HP0263.The modeled gravity was interpolated from observed gravity values.
 HP0263
 HP0263;                    North         East    Units  Estimated Accuracy
 HP0263;SPC NV E     - 8,315,670.      172,110.      MT  (+/- 180 meters Scaled)
 HP0263
 HP0263                          SUPERSEDED SURVEY CONTROL
 HP0263
 HP0263  NGVD 29 (??/??/92) 1552.211  (m)         5092.55   (f) ADJ UNCH    2 0
 HP0263
 HP0263.Superseded values are not recommended for survey control.
 HP0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0263.See file dsdata.txt to determine how the superseded data were derived.
 HP0263
 HP0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB971614(NAD 83)
 HP0263_MARKER: DB = BENCH MARK DISK
 HP0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0263_STAMPING: J 60 1934
 HP0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0263+STABILITY: SURFACE MOTION
 HP0263
 HP0263  HISTORY     - Date     Condition        Report By
 HP0263  HISTORY     - 1934     MONUMENTED       CGS
 HP0263
 HP0263                          STATION DESCRIPTION
 HP0263
 HP0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0263'24.9 MI N FROM GROOM.
 HP0263'24.9 MILES NORTH ALONG THE SAND SPRINGS ROAD FROM GROOM, LINCOLN
 HP0263'COUNTY, AND 42 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD.  A
 HP0263'STANDARD DISK, STAMPED J 60 1934 AND SET IN THE TOP OF A CONCRETE
 HP0263'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0009 ***********************************************************************
 KP0009  DESIGNATION -  J 61
 KP0009  PID         -  KP0009
 KP0009  STATE/COUNTY-  NV/WHITE PINE
 KP0009  USGS QUAD   -  SUNSET RESERVOIR (1986)
 KP0009
 KP0009                         *CURRENT SURVEY CONTROL
 KP0009  ___________________________________________________________________
 KP0009* NAD 83(1986)-  39 54 38.     (N)    114 18 31.     (W)     SCALED    
 KP0009* NAVD 88     -      1739.885  (meters)    5708.27   (feet)  ADJUSTED  
 KP0009  ___________________________________________________________________
 KP0009  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 KP0009  DYNAMIC HT  -        1738.203 (meters)    5702.75  (feet)  COMP
 KP0009  MODELED GRAV-     979,598.0   (mgal)                       NAVD 88
 KP0009
 KP0009  VERT ORDER  -  FIRST     CLASS II
 KP0009
 KP0009.The horizontal coordinates were scaled from a topographic map and have
 KP0009.an estimated accuracy of +/- 6 seconds.
 KP0009
 KP0009.The orthometric height was determined by differential leveling
 KP0009.and adjusted by the National Geodetic Survey in June 1991..
 KP0009
 KP0009.The geoid height was determined by GEOID03.
 KP0009
 KP0009.The dynamic height is computed by dividing the NAVD 88
 KP0009.geopotential number by the normal gravity value computed on the
 KP0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0009.degrees latitude (g = 980.6199 gals.).
 KP0009
 KP0009.The modeled gravity was interpolated from observed gravity values.
 KP0009
 KP0009;                    North         East    Units  Estimated Accuracy
 KP0009;SPC NV E     - 8,573,460.      308,990.      MT  (+/- 180 meters Scaled)
 KP0009
 KP0009                          SUPERSEDED SURVEY CONTROL
 KP0009
 KP0009  NGVD 29 (??/??/92) 1738.712  (m)         5704.42   (f) ADJ UNCH    1 2
 KP0009
 KP0009.Superseded values are not recommended for survey control.
 KP0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0009.See file dsdata.txt to determine how the superseded data were derived.
 KP0009
 KP0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQE300212(NAD 83)
 KP0009_MARKER: DB = BENCH MARK DISK
 KP0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0009_STAMPING: J 61 1934
 KP0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0009+STABILITY: SURFACE MOTION
 KP0009
 KP0009  HISTORY     - Date     Condition        Report By
 KP0009  HISTORY     - 1934     MONUMENTED       CGS
 KP0009  HISTORY     - 1944     GOOD             NGS
 KP0009
 KP0009                          STATION DESCRIPTION
 KP0009
 KP0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KP0009'3.8 MI NNE FROM TIPPETT.
 KP0009'LOCATED ABOUT 22 MILES, AIRLINE, EAST AND NORTHEAST OF SCHELLBOURNE,
 KP0009'20 MILES, AIRLINE SOUTH SOUTHWEST OF IBAPAH, UTAH AND 3.8 MILES NORTH
 KP0009'NORTHEAST OF TIPPETTS.  TO REACH FROM TIPPETTS, 50 MILES NORTH OF ELY.
 KP0009'GO NORTH ON GRADED ROAD TO FORKS.  TAKE RIGHT FORK AND CONTINUE
 KP0009'TOWARD IBAPAH FOR 0.7 MILES TO BENCH MARK ON RIGHT.  A COAST AND
 KP0009'GEODETIC SURVEY BENCH MARK SET IN A SQUARE CONCRETE POST PROJECTING 4
 KP0009'INCHES.  IT IS 31 FEET EAST SOUTHEAST OF THE CENTERLINE OF THE ROAD
 KP0009'AND 2 FEET SOUTHWEST OF A 4 X 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0018 ***********************************************************************
 HP0018  DESIGNATION -  J 62
 HP0018  PID         -  HP0018
 HP0018  STATE/COUNTY-  NV/LINCOLN
 HP0018  USGS QUAD   -  INDIAN COVE (1972)
 HP0018
 HP0018                         *CURRENT SURVEY CONTROL
 HP0018  ___________________________________________________________________
 HP0018* NAD 83(1986)-  37 41 12.     (N)    114 28 13.     (W)     SCALED    
 HP0018* NAVD 88     -      1387.072  (meters)    4550.75   (feet)  ADJUSTED  
 HP0018  ___________________________________________________________________
 HP0018  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 HP0018  DYNAMIC HT  -        1385.573 (meters)    4545.83  (feet)  COMP
 HP0018  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 HP0018
 HP0018  VERT ORDER  -  SECOND    CLASS 0
 HP0018
 HP0018.The horizontal coordinates were scaled from a topographic map and have
 HP0018.an estimated accuracy of +/- 6 seconds.
 HP0018
 HP0018.The orthometric height was determined by differential leveling
 HP0018.and adjusted by the National Geodetic Survey in June 1991..
 HP0018
 HP0018.The geoid height was determined by GEOID03.
 HP0018
 HP0018.The dynamic height is computed by dividing the NAVD 88
 HP0018.geopotential number by the normal gravity value computed on the
 HP0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0018.degrees latitude (g = 980.6199 gals.).
 HP0018
 HP0018.The modeled gravity was interpolated from observed gravity values.
 HP0018
 HP0018;                    North         East    Units  Estimated Accuracy
 HP0018;SPC NV E     - 8,326,410.      298,170.      MT  (+/- 180 meters Scaled)
 HP0018
 HP0018                          SUPERSEDED SURVEY CONTROL
 HP0018
 HP0018  NGVD 29 (??/??/92) 1386.046  (m)         4547.39   (f) ADJ UNCH    2 0
 HP0018
 HP0018.Superseded values are not recommended for survey control.
 HP0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0018.See file dsdata.txt to determine how the superseded data were derived.
 HP0018
 HP0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB230740(NAD 83)
 HP0018_MARKER: DB = BENCH MARK DISK
 HP0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0018_STAMPING: J 62 1934
 HP0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0018+STABILITY: SURFACE MOTION
 HP0018
 HP0018  HISTORY     - Date     Condition        Report By
 HP0018  HISTORY     - 1934     MONUMENTED       CGS
 HP0018  HISTORY     - 1972     GOOD             USGS
 HP0018  HISTORY     - 1976     GOOD             NGS
 HP0018
 HP0018                          STATION DESCRIPTION
 HP0018
 HP0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0018'5.8 MI N FROM CALIENTE.
 HP0018'5.8 MILES NORTH ALONG THE LOS ANGELES AND SALT LAKE RAILROAD FROM
 HP0018'CALIENTE, LINCOLN COUNTY, 47 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HP0018'THE SECTIONHOUSE AT PECK, 13 FEET SOUTH OF MILEPOST 6, 33 FEET SOUTH
 HP0018'OF A PUMP, 24 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 3 FEET
 HP0018'NORTHEAST OF THE CORNER OF THE YARD FENCE.  A STANDARD DISK, STAMPED J
 HP0018'62 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HP0018
 HP0018                          STATION RECOVERY (1972)
 HP0018
 HP0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HP0018'RECOVERED IN GOOD CONDITION.
 HP0018
 HP0018                          STATION RECOVERY (1976)
 HP0018
 HP0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HP0018'THE PECK RAILROAD STATION HAS BEEN DESTROYED AND NOTHING REMAINS AT
 HP0018'THE STATION SITE. A NEW DESCRIPTION FOLLOWS. TO REACH THE BENCH MARK
 HP0018'FROM THE RAILROAD CROSSING IN CALIENTE GO NORTH ON U.S. HIGHWAY 93
 HP0018'FOR 5.8 MILES TO A SIDE ROAD RIGHT. TURN RIGHT ONTO THE GRAVEL ROAD
 HP0018'AND GO EAST FOR 90 FEET TO THE RAILROAD CROSSING AND THE MARK ON THE
 HP0018'LEFT. THE MARK IS A STANDARD DISK, STAMPED J 62 1934, SET IN THE TOP
 HP0018'OF A 6-INCH SQUARE PRECAST CONCRETE POST THAT PROJECTS 4 INCHES. IT
 HP0018'IS 84.5 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 57.5 FEET
 HP0018'NORTHEAST OF THE CENTER OF THE MOST EASTERN CATTLE GUARD ON THE
 HP0018'RAILROAD TRACK, 52 FEET NORTH OF A EAST-WEST FENCELINE, 21.5 FEET
 HP0018'EAST OF THE EAST RAIL, 14.5 FEET SOUTHWEST OF MILE POST 6 AND 0.7
 HP0018'FOOT WEST OF A RED AND WHITE METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0018 ***********************************************************************
 JP0018  DESIGNATION -  J 63
 JP0018  PID         -  JP0018
 JP0018  STATE/COUNTY-  NV/LINCOLN
 JP0018  USGS QUAD   -  PONY SPRINGS (1973)
 JP0018
 JP0018                         *CURRENT SURVEY CONTROL
 JP0018  ___________________________________________________________________
 JP0018* NAD 83(1986)-  38 17 30.     (N)    114 35 45.     (W)     SCALED    
 JP0018* NAVD 88     -      1895.376  (meters)    6218.41   (feet)  ADJUSTED  
 JP0018  ___________________________________________________________________
 JP0018  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 JP0018  DYNAMIC HT  -        1893.248 (meters)    6211.43  (feet)  COMP
 JP0018  MODELED GRAV-     979,438.8   (mgal)                       NAVD 88
 JP0018
 JP0018  VERT ORDER  -  SECOND    CLASS 0
 JP0018
 JP0018.The horizontal coordinates were scaled from a topographic map and have
 JP0018.an estimated accuracy of +/- 6 seconds.
 JP0018
 JP0018.The orthometric height was determined by differential leveling
 JP0018.and adjusted by the National Geodetic Survey in June 1991..
 JP0018
 JP0018.The geoid height was determined by GEOID03.
 JP0018
 JP0018.The dynamic height is computed by dividing the NAVD 88
 JP0018.geopotential number by the normal gravity value computed on the
 JP0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0018.degrees latitude (g = 980.6199 gals.).
 JP0018
 JP0018.The modeled gravity was interpolated from observed gravity values.
 JP0018
 JP0018;                    North         East    Units  Estimated Accuracy
 JP0018;SPC NV E     - 8,393,440.      286,380.      MT  (+/- 180 meters Scaled)
 JP0018
 JP0018                          SUPERSEDED SURVEY CONTROL
 JP0018
 JP0018  NGVD 29 (??/??/92) 1894.156  (m)         6214.41   (f) ADJ UNCH    2 0
 JP0018
 JP0018.Superseded values are not recommended for survey control.
 JP0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0018.See file dsdata.txt to determine how the superseded data were derived.
 JP0018
 JP0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC102409(NAD 83)
 JP0018_MARKER: DB = BENCH MARK DISK
 JP0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0018_STAMPING: J 63 1934
 JP0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0018+STABILITY: SURFACE MOTION
 JP0018
 JP0018  HISTORY     - Date     Condition        Report By
 JP0018  HISTORY     - 1934     MONUMENTED       CGS
 JP0018
 JP0018                          STATION DESCRIPTION
 JP0018
 JP0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0018'27.0 MI N FROM PIOCHE.
 JP0018'27.0 MILES NORTH ALONG U. S. HIGHWAY 93 FROM PIOCHE, LINCOLN COUNTY,
 JP0018'AT STATION A 722+65, AND 45 FEET EAST OF THE CENTERLINE OF THE
 JP0018'HIGHWAY.  A STANDARD DISK, STAMPED J 63 1934 AND SET IN THE TOP OF A
 JP0018'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0042 ***********************************************************************
 JP0042  DESIGNATION -  J 64
 JP0042  PID         -  JP0042
 JP0042  STATE/COUNTY-  NV/WHITE PINE
 JP0042  USGS QUAD   -  NORTH SPRING POINT (1973)
 JP0042
 JP0042                         *CURRENT SURVEY CONTROL
 JP0042  ___________________________________________________________________
 JP0042* NAD 83(1986)-  38 56 15.     (N)    114 30 41.     (W)     SCALED    
 JP0042* NAVD 88     -      1801.795  (meters)    5911.39   (feet)  ADJUSTED  
 JP0042  ___________________________________________________________________
 JP0042  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 JP0042  DYNAMIC HT  -        1799.849 (meters)    5905.00  (feet)  COMP
 JP0042  MODELED GRAV-     979,484.5   (mgal)                       NAVD 88
 JP0042
 JP0042  VERT ORDER  -  SECOND    CLASS 0
 JP0042
 JP0042.The horizontal coordinates were scaled from a topographic map and have
 JP0042.an estimated accuracy of +/- 6 seconds.
 JP0042
 JP0042.The orthometric height was determined by differential leveling
 JP0042.and adjusted by the National Geodetic Survey in June 1991..
 JP0042
 JP0042.The geoid height was determined by GEOID03.
 JP0042
 JP0042.The dynamic height is computed by dividing the NAVD 88
 JP0042.geopotential number by the normal gravity value computed on the
 JP0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0042.degrees latitude (g = 980.6199 gals.).
 JP0042
 JP0042.The modeled gravity was interpolated from observed gravity values.
 JP0042
 JP0042;                    North         East    Units  Estimated Accuracy
 JP0042;SPC NV E     - 8,465,210.      292,930.      MT  (+/- 180 meters Scaled)
 JP0042
 JP0042                          SUPERSEDED SURVEY CONTROL
 JP0042
 JP0042  NGVD 29 (??/??/92) 1800.546  (m)         5907.29   (f) ADJ UNCH    2 0
 JP0042
 JP0042.Superseded values are not recommended for survey control.
 JP0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0042.See file dsdata.txt to determine how the superseded data were derived.
 JP0042
 JP0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD156127(NAD 83)
 JP0042_MARKER: DB = BENCH MARK DISK
 JP0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0042_STAMPING: J 64 1934
 JP0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0042+STABILITY: SURFACE MOTION
 JP0042
 JP0042  HISTORY     - Date     Condition        Report By
 JP0042  HISTORY     - 1934     MONUMENTED       CGS
 JP0042  HISTORY     - 1973     GOOD             USGS
 JP0042
 JP0042                          STATION DESCRIPTION
 JP0042
 JP0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0042'35.2 MI S FROM ELY.
 JP0042'35.2 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM ELY, WHITE PINE COUNTY,
 JP0042'225 YARDS NORTH OF A 15-INCH IRON CULVERT, AND 55 FEET EAST OF THE
 JP0042'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 64 1934 AND SET
 JP0042'IN THE TOP OF A CONCRETE POST.
 JP0042
 JP0042                          STATION RECOVERY (1973)
 JP0042
 JP0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JP0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0153 ***********************************************************************
 MV0153  DESIGNATION -  J 66
 MV0153  PID         -  MV0153
 MV0153  STATE/COUNTY-  NV/WASHOE
 MV0153  USGS QUAD   -  YELLOW HILLS WEST (1980)
 MV0153
 MV0153                         *CURRENT SURVEY CONTROL
 MV0153  ___________________________________________________________________
 MV0153* NAD 83(1986)-  41 26 12.     (N)    119 25 50.     (W)     SCALED    
 MV0153* NAVD 88     -      1624.958  (meters)    5331.22   (feet)  ADJUSTED  
 MV0153  ___________________________________________________________________
 MV0153  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 MV0153  DYNAMIC HT  -        1623.661 (meters)    5326.96  (feet)  COMP
 MV0153  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 MV0153
 MV0153  VERT ORDER  -  SECOND    CLASS 0
 MV0153
 MV0153.The horizontal coordinates were scaled from a topographic map and have
 MV0153.an estimated accuracy of +/- 6 seconds.
 MV0153
 MV0153.The orthometric height was determined by differential leveling
 MV0153.and adjusted by the National Geodetic Survey in June 1991..
 MV0153
 MV0153.The geoid height was determined by GEOID03.
 MV0153
 MV0153.The dynamic height is computed by dividing the NAVD 88
 MV0153.geopotential number by the normal gravity value computed on the
 MV0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0153.degrees latitude (g = 980.6199 gals.).
 MV0153
 MV0153.The modeled gravity was interpolated from observed gravity values.
 MV0153
 MV0153;                    North         East    Units  Estimated Accuracy
 MV0153;SPC NV W     - 4,742,480.      729,200.      MT  (+/- 180 meters Scaled)
 MV0153
 MV0153                          SUPERSEDED SURVEY CONTROL
 MV0153
 MV0153  NGVD 29 (??/??/92) 1623.729  (m)         5327.18   (f) ADJ UNCH    2 0
 MV0153
 MV0153.Superseded values are not recommended for survey control.
 MV0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0153.See file dsdata.txt to determine how the superseded data were derived.
 MV0153
 MV0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF969900(NAD 83)
 MV0153_MARKER: DB = BENCH MARK DISK
 MV0153_SETTING: 80 = SET IN A BOULDER
 MV0153_SP_SET: BOULDER
 MV0153_STAMPING: J 66 1934
 MV0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0153+STABILITY: SURFACE MOTION
 MV0153
 MV0153  HISTORY     - Date     Condition        Report By
 MV0153  HISTORY     - 1934     MONUMENTED       CGS
 MV0153  HISTORY     - 1937     GOOD             NGS
 MV0153
 MV0153                          STATION DESCRIPTION
 MV0153
 MV0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0153'17.1 MI SE FROM VYA.
 MV0153'17.1 MILES SOUTHEAST ALONG THE HIGH ROCK LAKE ROAD FROM THE JUNCTION
 MV0153'OF STATE HIGHWAY 8 A AND ABOUT 11.1 MILES EAST OF VYA, WASHOE COUNTY,
 MV0153'24 FEET EAST OF THE ROAD, 18 FEET NORTH OF A DRY CREEK BANK, AND IN A
 MV0153'THE TOP OF A POINTED BOULDER IN A CANYON.  A STANDARD DISK, STAMPED J
 MV0153'66 1934.
 MV0153
 MV0153                          STATION RECOVERY (1937)
 MV0153
 MV0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 MV0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0043 ***********************************************************************
 MV0043  DESIGNATION -  J 67
 MV0043  PID         -  MV0043
 MV0043  STATE/COUNTY-  NV/HUMBOLDT
 MV0043  USGS QUAD   -  THOUSAND CREEK GORGE (1990)
 MV0043
 MV0043                         *CURRENT SURVEY CONTROL
 MV0043  ___________________________________________________________________
 MV0043* NAD 83(1986)-  41 54 25.     (N)    118 59 08.     (W)     SCALED    
 MV0043* NAVD 88     -      1540.503  (meters)    5054.13   (feet)  ADJUSTED  
 MV0043  ___________________________________________________________________
 MV0043  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 MV0043  DYNAMIC HT  -        1539.425 (meters)    5050.60  (feet)  COMP
 MV0043  MODELED GRAV-     979,868.4   (mgal)                       NAVD 88
 MV0043
 MV0043  VERT ORDER  -  FIRST     CLASS II
 MV0043
 MV0043.The horizontal coordinates were scaled from a topographic map and have
 MV0043.an estimated accuracy of +/- 6 seconds.
 MV0043
 MV0043.The orthometric height was determined by differential leveling
 MV0043.and adjusted by the National Geodetic Survey in June 1991..
 MV0043
 MV0043.The geoid height was determined by GEOID03.
 MV0043
 MV0043.The dynamic height is computed by dividing the NAVD 88
 MV0043.geopotential number by the normal gravity value computed on the
 MV0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0043.degrees latitude (g = 980.6199 gals.).
 MV0043
 MV0043.The modeled gravity was interpolated from observed gravity values.
 MV0043
 MV0043;                    North         East    Units  Estimated Accuracy
 MV0043;SPC NV W     - 4,794,440.      766,630.      MT  (+/- 180 meters Scaled)
 MV0043
 MV0043                          SUPERSEDED SURVEY CONTROL
 MV0043
 MV0043  NGVD 29 (??/??/92) 1539.325  (m)         5050.27   (f) ADJ UNCH    1 2
 MV0043
 MV0043.Superseded values are not recommended for survey control.
 MV0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0043.See file dsdata.txt to determine how the superseded data were derived.
 MV0043
 MV0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG353413(NAD 83)
 MV0043_MARKER: DB = BENCH MARK DISK
 MV0043_SETTING: 66 = SET IN ROCK OUTCROP
 MV0043_SP_SET: LAVA OUTCROP
 MV0043_STAMPING: J 67 1934
 MV0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0043+STABILITY: POSITION/ELEVATION WELL
 MV0043
 MV0043  HISTORY     - Date     Condition        Report By
 MV0043  HISTORY     - 1934     MONUMENTED       CGS
 MV0043  HISTORY     - 1964     MARK NOT FOUND   USGS
 MV0043
 MV0043                          STATION DESCRIPTION
 MV0043
 MV0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0043'3.8 MI NE FROM THOUSAND CREEK RANCH.
 MV0043'ABOUT 3.8 MILES NORTHEAST ALONG STATE HIGHWAY 8A FROM THE RANCH HOUSE
 MV0043'AT THOUSAND CREEK RANCH, HUMBOLDT COUNTY, AT THE TOP OF A STEEP GRADE,
 MV0043'33 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A
 MV0043'LAVA OUTCROP.  A STANDARD DISK, STAMPED J 67 1934.
 MV0043
 MV0043                          STATION RECOVERY (1964)
 MV0043
 MV0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MV0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0065 ***********************************************************************
 MV0065  DESIGNATION -  J 68
 MV0065  PID         -  MV0065
 MV0065  STATE/COUNTY-  NV/HUMBOLDT
 MV0065  USGS QUAD   -  NEW YORK PEAK (1990)
 MV0065
 MV0065                         *CURRENT SURVEY CONTROL
 MV0065  ___________________________________________________________________
 MV0065* NAD 83(1986)-  41 36 49.     (N)    118 52 00.     (W)     SCALED    
 MV0065* NAVD 88     -      1459.286  (meters)    4787.67   (feet)  ADJUSTED  
 MV0065  ___________________________________________________________________
 MV0065  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 MV0065  DYNAMIC HT  -        1458.214 (meters)    4784.16  (feet)  COMP
 MV0065  MODELED GRAV-     979,837.1   (mgal)                       NAVD 88
 MV0065
 MV0065  VERT ORDER  -  SECOND    CLASS 0
 MV0065
 MV0065.The horizontal coordinates were scaled from a topographic map and have
 MV0065.an estimated accuracy of +/- 6 seconds.
 MV0065
 MV0065.The orthometric height was determined by differential leveling
 MV0065.and adjusted by the National Geodetic Survey in June 1991..
 MV0065
 MV0065.The geoid height was determined by GEOID03.
 MV0065
 MV0065.The dynamic height is computed by dividing the NAVD 88
 MV0065.geopotential number by the normal gravity value computed on the
 MV0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0065.degrees latitude (g = 980.6199 gals.).
 MV0065
 MV0065.The modeled gravity was interpolated from observed gravity values.
 MV0065
 MV0065;                    North         East    Units  Estimated Accuracy
 MV0065;SPC NV W     - 4,761,830.      776,390.      MT  (+/- 180 meters Scaled)
 MV0065
 MV0065                          SUPERSEDED SURVEY CONTROL
 MV0065
 MV0065  NGVD 29 (??/??/92) 1458.157  (m)         4783.97   (f) ADJ UNCH    2 0
 MV0065
 MV0065.Superseded values are not recommended for survey control.
 MV0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0065.See file dsdata.txt to determine how the superseded data were derived.
 MV0065
 MV0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG444085(NAD 83)
 MV0065_MARKER: DB = BENCH MARK DISK
 MV0065_SETTING: 66 = SET IN ROCK OUTCROP
 MV0065_SP_SET: LAVA OUTCROP
 MV0065_STAMPING: J 68 1934
 MV0065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0065+STABILITY: POSITION/ELEVATION WELL
 MV0065
 MV0065  HISTORY     - Date     Condition        Report By
 MV0065  HISTORY     - 1934     MONUMENTED       CGS
 MV0065
 MV0065                          STATION DESCRIPTION
 MV0065
 MV0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0065'14.5 MI NW FROM LEONARD CREEK RANCH.
 MV0065'14.5 MILES NORTHWEST ALONG THE ROAD LEADING TO DENIO, OREGON, FROM THE
 MV0065'SCHOOLHOUSE AT LEONARD CREEK RANCH, HUMBOLDT COUNTY, 200 FEET SOUTH OF
 MV0065'THE NORTH GATE TO A MEADOW, ON THE WEST SIDE OF THE ROAD, IN A
 MV0065'SADDLE-SHAPED OUTCROP OF LAVA ROCK, AND 4 FEET WEST OF THE EAST EDGE.
 MV0065'A STANDARD DISK, STAMPED J 68 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0005 ***********************************************************************
 LS0005  DESIGNATION -  J 7
 LS0005  PID         -  LS0005
 LS0005  STATE/COUNTY-  NV/PERSHING
 LS0005  USGS QUAD   -  RYE PATCH RES SOUTH (1971)
 LS0005
 LS0005                         *CURRENT SURVEY CONTROL
 LS0005  ___________________________________________________________________
 LS0005* NAD 83(1986)-  40 32 36.     (N)    118 17 09.     (W)     SCALED    
 LS0005* NAVD 88     -      1305.267  (meters)    4282.36   (feet)  ADJUSTED  
 LS0005  ___________________________________________________________________
 LS0005  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 LS0005  DYNAMIC HT  -        1304.235 (meters)    4278.98  (feet)  COMP
 LS0005  MODELED GRAV-     979,789.0   (mgal)                       NAVD 88
 LS0005
 LS0005  VERT ORDER  -  FIRST     CLASS II
 LS0005
 LS0005.The horizontal coordinates were scaled from a topographic map and have
 LS0005.an estimated accuracy of +/- 6 seconds.
 LS0005
 LS0005.The orthometric height was determined by differential leveling
 LS0005.and adjusted by the National Geodetic Survey in June 1991..
 LS0005
 LS0005.The geoid height was determined by GEOID03.
 LS0005
 LS0005.The dynamic height is computed by dividing the NAVD 88
 LS0005.geopotential number by the normal gravity value computed on the
 LS0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0005.degrees latitude (g = 980.6199 gals.).
 LS0005
 LS0005.The modeled gravity was interpolated from observed gravity values.
 LS0005
 LS0005;                    North         East    Units  Estimated Accuracy
 LS0005;SPC NV W     - 4,642,980.      825,200.      MT  (+/- 180 meters Scaled)
 LS0005
 LS0005                          SUPERSEDED SURVEY CONTROL
 LS0005
 LS0005  NGVD 29 (??/??/92) 1304.272  (m)         4279.10   (f) ADJ UNCH    1 2
 LS0005
 LS0005.Superseded values are not recommended for survey control.
 LS0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0005.See file dsdata.txt to determine how the superseded data were derived.
 LS0005
 LS0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE911888(NAD 83)
 LS0005_MARKER: DB = BENCH MARK DISK
 LS0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0005_STAMPING: 4278.728
 LS0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0005+STABILITY: SURFACE MOTION
 LS0005
 LS0005  HISTORY     - Date     Condition        Report By
 LS0005  HISTORY     - 1914     MONUMENTED       CGS
 LS0005  HISTORY     - 1953     GOOD             CGS
 LS0005
 LS0005                          STATION DESCRIPTION
 LS0005
 LS0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0005'4.3 MI S FROM HUMBOLDT.
 LS0005'4.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0005'SIDING SIGN AT HUMBOLDT, AT VALERY SIDING, 3 1/2 POLES SOUTH OF
 LS0005'MILEPOLE 373, 9 RAILS SOUTH OF THE SIDING SIGN, 180.3 FEET WEST OF THE
 LS0005'WEST RAIL, 93 FEET SOUTH OF THE CENTER OF A WASH, 8.6 FEET NORTHEAST
 LS0005'OF THE NORTH END OF A BOARD GATE, 4.3 FEET EAST OF A FENCE, 1.4 FEET
 LS0005'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 LS0005'TOP OF A SANDSTONE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0137 ***********************************************************************
 MV0137  DESIGNATION -  J 70
 MV0137  PID         -  MV0137
 MV0137  STATE/COUNTY-  NV/HUMBOLDT
 MV0137  USGS QUAD   -  SOLDIER MEADOW (1972)
 MV0137
 MV0137                         *CURRENT SURVEY CONTROL
 MV0137  ___________________________________________________________________
 MV0137* NAD 83(1986)-  41 22 35.     (N)    119 10 21.     (W)     SCALED    
 MV0137* NAVD 88     -      1356.457  (meters)    4450.31   (feet)  ADJUSTED  
 MV0137  ___________________________________________________________________
 MV0137  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 MV0137  DYNAMIC HT  -        1355.484 (meters)    4447.12  (feet)  COMP
 MV0137  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 MV0137
 MV0137  VERT ORDER  -  SECOND    CLASS 0
 MV0137
 MV0137.The horizontal coordinates were scaled from a topographic map and have
 MV0137.an estimated accuracy of +/- 6 seconds.
 MV0137
 MV0137.The orthometric height was determined by differential leveling
 MV0137.and adjusted by the National Geodetic Survey in June 1991..
 MV0137
 MV0137.The geoid height was determined by GEOID03.
 MV0137
 MV0137.The dynamic height is computed by dividing the NAVD 88
 MV0137.geopotential number by the normal gravity value computed on the
 MV0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0137.degrees latitude (g = 980.6199 gals.).
 MV0137
 MV0137.The modeled gravity was interpolated from observed gravity values.
 MV0137
 MV0137;                    North         East    Units  Estimated Accuracy
 MV0137;SPC NV W     - 4,735,610.      750,720.      MT  (+/- 180 meters Scaled)
 MV0137
 MV0137                          SUPERSEDED SURVEY CONTROL
 MV0137
 MV0137  NGVD 29 (??/??/92) 1355.378  (m)         4446.77   (f) ADJ UNCH    2 0
 MV0137
 MV0137.Superseded values are not recommended for survey control.
 MV0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0137.See file dsdata.txt to determine how the superseded data were derived.
 MV0137
 MV0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF183828(NAD 83)
 MV0137_MARKER: DB = BENCH MARK DISK
 MV0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0137_STAMPING: J 70 1934
 MV0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0137+STABILITY: SURFACE MOTION
 MV0137
 MV0137  HISTORY     - Date     Condition        Report By
 MV0137  HISTORY     - 1934     MONUMENTED       CGS
 MV0137  HISTORY     - 1974     GOOD             USGS
 MV0137
 MV0137                          STATION DESCRIPTION
 MV0137
 MV0137'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MV0137'1.4 MI S FROM SOLDIER MEADOWS RANCH.
 MV0137'1.4 MILES SOUTH FROM SOLDIER MEADOWS RANCH ALONG THE ROAD JUST WEST OF
 MV0137'RUNWAY TO A GATE IN FENCE, 65 FEET SOUTHEAST OF CENTER LINE GATE, AND
 MV0137'2 FEET SOUTHWEST OF FENCE.  A STANDARD C AND GS DISK SET IN A CONCRETE
 MV0137'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0437 ***********************************************************************
 LS0437  DESIGNATION -  J 71
 LS0437  PID         -  LS0437
 LS0437  STATE/COUNTY-  NV/WASHOE
 LS0437  USGS QUAD   -  EMERSON PASS (1990)
 LS0437
 LS0437                         *CURRENT SURVEY CONTROL
 LS0437  ___________________________________________________________________
 LS0437* NAD 83(1986)-  40 15 43.     (N)    119 43 49.     (W)     SCALED    
 LS0437* NAVD 88     -      1237.683  (meters)    4060.63   (feet)  POSTED    
 LS0437  ___________________________________________________________________
 LS0437  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 LS0437  DYNAMIC HT  -        1236.720 (meters)    4057.47  (feet)  COMP
 LS0437  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 LS0437
 LS0437  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0437
 LS0437.The horizontal coordinates were scaled from a topographic map and have
 LS0437.an estimated accuracy of +/- 6 seconds.
 LS0437
 LS0437.The orthometric height was determined by differential leveling
 LS0437.and adjusted by the National Geodetic Survey in 1992..
 LS0437.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0437.rate of 0.0 thru 1.0 mm/km.
 LS0437
 LS0437.The geoid height was determined by GEOID03.
 LS0437
 LS0437.The dynamic height is computed by dividing the NAVD 88
 LS0437.geopotential number by the normal gravity value computed on the
 LS0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0437.degrees latitude (g = 980.6199 gals.).
 LS0437
 LS0437.The modeled gravity was interpolated from observed gravity values.
 LS0437
 LS0437;                    North         East    Units  Estimated Accuracy
 LS0437;SPC NV W     - 4,612,330.      702,440.      MT  (+/- 180 meters Scaled)
 LS0437
 LS0437                          SUPERSEDED SURVEY CONTROL
 LS0437
 LS0437  NGVD 29 (??/??/92) 1236.683  (m)         4057.35   (f) ADJ UNCH    2 0
 LS0437
 LS0437.Superseded values are not recommended for survey control.
 LS0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0437.See file dsdata.txt to determine how the superseded data were derived.
 LS0437
 LS0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE678604(NAD 83)
 LS0437_MARKER: DB = BENCH MARK DISK
 LS0437_SETTING: 66 = SET IN ROCK OUTCROP
 LS0437_SP_SET: ROCK OUTCROP
 LS0437_STAMPING: J 71 1934
 LS0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LS0437+STABILITY: POSITION/ELEVATION WELL
 LS0437
 LS0437  HISTORY     - Date     Condition        Report By
 LS0437  HISTORY     - 1934     MONUMENTED       CGS
 LS0437  HISTORY     - 1945     GOOD             NGS
 LS0437
 LS0437                          STATION DESCRIPTION
 LS0437
 LS0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0437'3.2 MI NE FROM SAND PASS.
 LS0437'3.2 MILES NORTHEAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE
 LS0437'STATION AT SAND PASS, WASHOE COUNTY, 0.1 MILE NORTHWEST OF THE BRYANT
 LS0437'SIDING SIGN, 10 POLES SOUTHEAST ACROSS THE TRACK FROM MILEPOST 397, 26
 LS0437'FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND IN THE TOP OF A ROCK
 LS0437'OUTCROP.  A STANDARD DISK, STAMPED J 71 1934.
 LS0437
 LS0437                          STATION RECOVERY (1945)
 LS0437
 LS0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 LS0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0344 ***********************************************************************
 LS0344  DESIGNATION -  J 72
 LS0344  PID         -  LS0344
 LS0344  STATE/COUNTY-  NV/HUMBOLDT
 LS0344  USGS QUAD   -  RABBITHOLE (1981)
 LS0344
 LS0344                         *CURRENT SURVEY CONTROL
 LS0344  ___________________________________________________________________
 LS0344* NAD 83(1986)-  40 52 16.     (N)    118 45 57.     (W)     SCALED    
 LS0344* NAVD 88     -      1228.119  (meters)    4029.25   (feet)  ADJUSTED  
 LS0344  ___________________________________________________________________
 LS0344  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 LS0344  DYNAMIC HT  -        1227.216 (meters)    4026.29  (feet)  COMP
 LS0344  MODELED GRAV-     979,846.3   (mgal)                       NAVD 88
 LS0344
 LS0344  VERT ORDER  -  SECOND    CLASS 0
 LS0344
 LS0344.The horizontal coordinates were scaled from a topographic map and have
 LS0344.an estimated accuracy of +/- 6 seconds.
 LS0344
 LS0344.The orthometric height was determined by differential leveling
 LS0344.and adjusted by the National Geodetic Survey in June 1991..
 LS0344
 LS0344.The geoid height was determined by GEOID03.
 LS0344
 LS0344.The dynamic height is computed by dividing the NAVD 88
 LS0344.geopotential number by the normal gravity value computed on the
 LS0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0344.degrees latitude (g = 980.6199 gals.).
 LS0344
 LS0344.The modeled gravity was interpolated from observed gravity values.
 LS0344
 LS0344;                    North         East    Units  Estimated Accuracy
 LS0344;SPC NV W     - 4,679,350.      784,620.      MT  (+/- 180 meters Scaled)
 LS0344
 LS0344                          SUPERSEDED SURVEY CONTROL
 LS0344
 LS0344  NGVD 29 (??/??/92) 1227.115  (m)         4025.96   (f) ADJ UNCH    2 0
 LS0344
 LS0344.Superseded values are not recommended for survey control.
 LS0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0344.See file dsdata.txt to determine how the superseded data were derived.
 LS0344
 LS0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF511259(NAD 83)
 LS0344_MARKER: DB = BENCH MARK DISK
 LS0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0344_STAMPING: J 72 1934
 LS0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0344+STABILITY: SURFACE MOTION
 LS0344
 LS0344  HISTORY     - Date     Condition        Report By
 LS0344  HISTORY     - 1934     MONUMENTED       CGS
 LS0344
 LS0344                          STATION DESCRIPTION
 LS0344
 LS0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0344'1.5 MI W FROM SULPHUR.
 LS0344'1.5 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LS0344'SULPHUR, HUMBOLDT COUNTY, 57 FEET EAST OF THE SEVENTH POLE EAST OF
 LS0344'MILEPOST 473, AND 40 FEET NORTH OF THE NEAREST RAIL.  A STANDARD DISK,
 LS0344'STAMPED J 72 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0361 ***********************************************************************
 LS0361  DESIGNATION -  J 73
 LS0361  PID         -  LS0361
 LS0361  STATE/COUNTY-  NV/PERSHING
 LS0361  USGS QUAD   -  SCOSSA (1981)
 LS0361
 LS0361                         *CURRENT SURVEY CONTROL
 LS0361  ___________________________________________________________________
 LS0361* NAD 83(1986)-  40 43 52.     (N)    118 37 03.     (W)     SCALED    
 LS0361* NAVD 88     -      1515.624  (meters)    4972.51   (feet)  ADJUSTED  
 LS0361  ___________________________________________________________________
 LS0361  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 LS0361  DYNAMIC HT  -        1514.434 (meters)    4968.61  (feet)  COMP
 LS0361  MODELED GRAV-     979,785.6   (mgal)                       NAVD 88
 LS0361
 LS0361  VERT ORDER  -  SECOND    CLASS 0
 LS0361
 LS0361.The horizontal coordinates were scaled from a topographic map and have
 LS0361.an estimated accuracy of +/- 6 seconds.
 LS0361
 LS0361.The orthometric height was determined by differential leveling
 LS0361.and adjusted by the National Geodetic Survey in June 1991..
 LS0361
 LS0361.The geoid height was determined by GEOID03.
 LS0361
 LS0361.The dynamic height is computed by dividing the NAVD 88
 LS0361.geopotential number by the normal gravity value computed on the
 LS0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0361.degrees latitude (g = 980.6199 gals.).
 LS0361
 LS0361.The modeled gravity was interpolated from observed gravity values.
 LS0361
 LS0361;                    North         East    Units  Estimated Accuracy
 LS0361;SPC NV W     - 4,663,790.      797,110.      MT  (+/- 180 meters Scaled)
 LS0361
 LS0361                          SUPERSEDED SURVEY CONTROL
 LS0361
 LS0361  NGVD 29 (??/??/92) 1514.588  (m)         4969.11   (f) ADJ UNCH    2 0
 LS0361
 LS0361.Superseded values are not recommended for survey control.
 LS0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0361.See file dsdata.txt to determine how the superseded data were derived.
 LS0361
 LS0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF634101(NAD 83)
 LS0361_MARKER: DB = BENCH MARK DISK
 LS0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0361_STAMPING: J 73 1934
 LS0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0361+STABILITY: SURFACE MOTION
 LS0361
 LS0361  HISTORY     - Date     Condition        Report By
 LS0361  HISTORY     - 1934     MONUMENTED       CGS
 LS0361  HISTORY     - 1975     MARK NOT FOUND   USGS
 LS0361
 LS0361                          STATION DESCRIPTION
 LS0361
 LS0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0361'15.3 MI SE FROM SULPHUR.
 LS0361'IN PERSHING COUNTY, 15.3 MILES SOUTHEAST ALONG THE LOVELOCK ROAD FROM
 LS0361'THE WESTERN PACIFIC RAILROAD STATION AT SULPHUR, HUMBOLDT COUNTY, 1.5
 LS0361'MILES SOUTH OF THE JUNCTION OF A ROAD LEADING TO THE SCOCA MINING
 LS0361'CAMP, AT THE JUNCTION OF A ROAD LEADING EAST, 60 FEET EAST OF THE
 LS0361'CENTERLINE OF THE MAIN ROAD, AND 33 FEET NORTH OF THE CENTERLINE OF
 LS0361'THE SIDE ROAD.  A STANDARD DISK, STAMPED J 73 1934 AND SET IN THE TOP
 LS0361'OF A CONCRETE POST.
 LS0361
 LS0361                          STATION RECOVERY (1975)
 LS0361
 LS0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LS0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0102 ***********************************************************************
 LS0102  DESIGNATION -  J 74
 LS0102  PID         -  LS0102
 LS0102  STATE/COUNTY-  NV/HUMBOLDT
 LS0102  USGS QUAD   -  GASKELL (1982)
 LS0102
 LS0102                         *CURRENT SURVEY CONTROL
 LS0102  ___________________________________________________________________
 LS0102* NAD 83(1986)-  40 56 06.     (N)    118 14 45.     (W)     SCALED    
 LS0102* NAVD 88     -      1275.720  (meters)    4185.42   (feet)  POSTED    
 LS0102  ___________________________________________________________________
 LS0102  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 LS0102  DYNAMIC HT  -        1274.760 (meters)    4182.28  (feet)  COMP
 LS0102  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 LS0102
 LS0102  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0102
 LS0102.The horizontal coordinates were scaled from a topographic map and have
 LS0102.an estimated accuracy of +/- 6 seconds.
 LS0102
 LS0102.The orthometric height was determined by differential leveling
 LS0102.and adjusted by the National Geodetic Survey in 1992..
 LS0102.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0102.rate of 0.0 thru 1.0 mm/km.
 LS0102
 LS0102.The geoid height was determined by GEOID03.
 LS0102
 LS0102.The dynamic height is computed by dividing the NAVD 88
 LS0102.geopotential number by the normal gravity value computed on the
 LS0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0102.degrees latitude (g = 980.6199 gals.).
 LS0102
 LS0102.The modeled gravity was interpolated from observed gravity values.
 LS0102
 LS0102;                    North         East    Units  Estimated Accuracy
 LS0102;SPC NV W     - 4,686,480.      828,420.      MT  (+/- 180 meters Scaled)
 LS0102
 LS0102                          SUPERSEDED SURVEY CONTROL
 LS0102
 LS0102  NGVD 29 (??/??/92) 1274.683  (m)         4182.02   (f) ADJ UNCH    2 0
 LS0102
 LS0102.Superseded values are not recommended for survey control.
 LS0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0102.See file dsdata.txt to determine how the superseded data were derived.
 LS0102
 LS0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF951322(NAD 83)
 LS0102_MARKER: DB = BENCH MARK DISK
 LS0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0102_STAMPING: J 74 1934
 LS0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0102+STABILITY: SURFACE MOTION
 LS0102
 LS0102  HISTORY     - Date     Condition        Report By
 LS0102  HISTORY     - 1934     MONUMENTED       CGS
 LS0102
 LS0102                          STATION DESCRIPTION
 LS0102
 LS0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0102'IN VENADA.
 LS0102'AT VENADA, HUMBOLDT COUNTY, ON THE WESTERN PACIFIC RAILROAD, 0.3 MILE
 LS0102'EAST OF THE SECTION HOUSE, 60 FEET EAST OF MILEPOST 504, AND 40 FEET
 LS0102'NORTH OF THE NEAREST RAIL.  A STANDARD DISK, STAMPED J 74 1934 AND SET
 LS0102'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0207 ***********************************************************************
 MU0207  DESIGNATION -  J 75
 MU0207  PID         -  MU0207
 MU0207  STATE/COUNTY-  NV/HUMBOLDT
 MU0207  USGS QUAD   -  RED HOUSE FLAT EAST (1980)
 MU0207
 MU0207                         *CURRENT SURVEY CONTROL
 MU0207  ___________________________________________________________________
 MU0207* NAD 83(1986)-  41 06 22.     (N)    117 10 08.     (W)     SCALED    
 MU0207* NAVD 88     -      1371.778  (meters)    4500.57   (feet)  POSTED    
 MU0207  ___________________________________________________________________
 MU0207  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 MU0207  DYNAMIC HT  -        1370.750 (meters)    4497.20  (feet)  COMP
 MU0207  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 MU0207
 MU0207  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MU0207
 MU0207.The horizontal coordinates were scaled from a topographic map and have
 MU0207.an estimated accuracy of +/- 6 seconds.
 MU0207
 MU0207.The orthometric height was determined by differential leveling
 MU0207.and adjusted by the National Geodetic Survey in 1992..
 MU0207.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MU0207.rate of 3.1 thru 4.0 mm/km.
 MU0207
 MU0207.The geoid height was determined by GEOID03.
 MU0207
 MU0207.The dynamic height is computed by dividing the NAVD 88
 MU0207.geopotential number by the normal gravity value computed on the
 MU0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0207.degrees latitude (g = 980.6199 gals.).
 MU0207
 MU0207.The modeled gravity was interpolated from observed gravity values.
 MU0207
 MU0207;                    North         East    Units  Estimated Accuracy
 MU0207;SPC NV W     - 4,706,390.      918,800.      MT  (+/- 180 meters Scaled)
 MU0207
 MU0207                          SUPERSEDED SURVEY CONTROL
 MU0207
 MU0207  NGVD 29 (??/??/92) 1370.778  (m)         4497.29   (f) ADJ UNCH    2 0
 MU0207
 MU0207.Superseded values are not recommended for survey control.
 MU0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0207.See file dsdata.txt to determine how the superseded data were derived.
 MU0207
 MU0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF858505(NAD 83)
 MU0207_MARKER: DB = BENCH MARK DISK
 MU0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0207_STAMPING: J-75 1934
 MU0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0207+STABILITY: SURFACE MOTION
 MU0207
 MU0207  HISTORY     - Date     Condition        Report By
 MU0207  HISTORY     - 1934     MONUMENTED       CGS
 MU0207
 MU0207                          STATION DESCRIPTION
 MU0207
 MU0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0207'21.2 MI NE FROM GOLCONDA.
 MU0207'21.2 MILES NORTHEAST OF S.P. RR. STATION AT GOLCONDA 54 FEET NORTHWEST
 MU0207'OF CENTER LINE OF ROAD FROM GOLCONDA TO MIDAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0095 ***********************************************************************
 MU0095  DESIGNATION -  J 76
 MU0095  PID         -  MU0095
 MU0095  STATE/COUNTY-  NV/ELKO
 MU0095  USGS QUAD   -  CHINA CAMP (1970)
 MU0095
 MU0095                         *CURRENT SURVEY CONTROL
 MU0095  ___________________________________________________________________
 MU0095* NAD 83(1986)-  41 12 13.     (N)    116 24 27.     (W)     SCALED    
 MU0095* NAVD 88     -      1831.585  (meters)    6009.13   (feet)  POSTED    
 MU0095  ___________________________________________________________________
 MU0095  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 MU0095  DYNAMIC HT  -        1830.060 (meters)    6004.12  (feet)  COMP
 MU0095  MODELED GRAV-     979,727.4   (mgal)                       NAVD 88
 MU0095
 MU0095  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MU0095
 MU0095.The horizontal coordinates were scaled from a topographic map and have
 MU0095.an estimated accuracy of +/- 6 seconds.
 MU0095
 MU0095.The orthometric height was determined by differential leveling
 MU0095.and adjusted by the National Geodetic Survey in 1992..
 MU0095.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MU0095.rate of 1.1 thru 2.0 mm/km.
 MU0095
 MU0095.The geoid height was determined by GEOID03.
 MU0095
 MU0095.The dynamic height is computed by dividing the NAVD 88
 MU0095.geopotential number by the normal gravity value computed on the
 MU0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0095.degrees latitude (g = 980.6199 gals.).
 MU0095
 MU0095.The modeled gravity was interpolated from observed gravity values.
 MU0095
 MU0095;                    North         East    Units  Estimated Accuracy
 MU0095;SPC NV E     - 8,716,580.      130,880.      MT  (+/- 180 meters Scaled)
 MU0095
 MU0095                          SUPERSEDED SURVEY CONTROL
 MU0095
 MU0095  NGVD 29 (??/??/92) 1830.436  (m)         6005.36   (f) ADJ UNCH    2 0
 MU0095
 MU0095.Superseded values are not recommended for survey control.
 MU0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0095.See file dsdata.txt to determine how the superseded data were derived.
 MU0095
 MU0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF496615(NAD 83)
 MU0095_MARKER: DB = BENCH MARK DISK
 MU0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0095_SP_SET: CONCRETE POST
 MU0095_STAMPING: J 76 1934
 MU0095_MARK LOGO: CGS   
 MU0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0095+STABILITY: SURFACE MOTION
 MU0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0095+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1963
 MU0095
 MU0095  HISTORY     - Date     Condition        Report By
 MU0095  HISTORY     - 1934     MONUMENTED       CGS
 MU0095  HISTORY     - 19631106 GOOD             USGS
 MU0095
 MU0095                          STATION DESCRIPTION
 MU0095
 MU0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0095'16.4 MI SW FROM TUSCARORA.
 MU0095'16.4 MILES SOUTHWEST OF TUSCARORA MAIN STREET 45 FEET NORTH OF CENTER
 MU0095'LINE OF ROAD FROM MIDAS TO TUSCARORA.  AT TOP OF SUMMIT.
 MU0095
 MU0095                          STATION RECOVERY (1963)
 MU0095
 MU0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MU0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0140 ***********************************************************************
 LR0140  DESIGNATION -  J 77
 LR0140  PID         -  LR0140
 LR0140  STATE/COUNTY-  NV/EUREKA
 LR0140  USGS QUAD   -  COFFIN MTN (1985)
 LR0140
 LR0140                         *CURRENT SURVEY CONTROL
 LR0140  ___________________________________________________________________
 LR0140* NAD 83(1986)-  40 16 51.     (N)    116 06 35.     (W)     SCALED    
 LR0140* NAVD 88     -      1625.270  (meters)    5332.24   (feet)  ADJUSTED  
 LR0140  ___________________________________________________________________
 LR0140  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 LR0140  DYNAMIC HT  -        1623.786 (meters)    5327.37  (feet)  COMP
 LR0140  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 LR0140
 LR0140  VERT ORDER  -  SECOND    CLASS 0
 LR0140
 LR0140.The horizontal coordinates were scaled from a topographic map and have
 LR0140.an estimated accuracy of +/- 6 seconds.
 LR0140
 LR0140.The orthometric height was determined by differential leveling
 LR0140.and adjusted by the National Geodetic Survey in June 1991..
 LR0140
 LR0140.The geoid height was determined by GEOID03.
 LR0140
 LR0140.The dynamic height is computed by dividing the NAVD 88
 LR0140.geopotential number by the normal gravity value computed on the
 LR0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0140.degrees latitude (g = 980.6199 gals.).
 LR0140
 LR0140.The modeled gravity was interpolated from observed gravity values.
 LR0140
 LR0140;                    North         East    Units  Estimated Accuracy
 LR0140;SPC NV E     - 8,613,930.      155,240.      MT  (+/- 180 meters Scaled)
 LR0140
 LR0140                          SUPERSEDED SURVEY CONTROL
 LR0140
 LR0140  NGVD 29 (??/??/92) 1624.117  (m)         5328.46   (f) ADJ UNCH    2 0
 LR0140
 LR0140.Superseded values are not recommended for survey control.
 LR0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0140.See file dsdata.txt to determine how the superseded data were derived.
 LR0140
 LR0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE756593(NAD 83)
 LR0140_MARKER: DB = BENCH MARK DISK
 LR0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0140_STAMPING: J 77 1934
 LR0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0140+STABILITY: SURFACE MOTION
 LR0140
 LR0140  HISTORY     - Date     Condition        Report By
 LR0140  HISTORY     - 1934     MONUMENTED       CGS
 LR0140
 LR0140                          STATION DESCRIPTION
 LR0140
 LR0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0140'20.2 MI N FROM ALPHA.
 LR0140'ABOUT 20.2 MILES NORTH ALONG THE ROAD LEADING TO PALISADE FROM ALPHA,
 LR0140'EUREKA COUNTY, ABOUT 0.6 MILE SOUTH OF THE FORK LEADING TO UNION,
 LR0140'ABOUT 75 FEET SOUTHWEST OF THE TOP OF A RIDGE, AND 39 FEET WEST OF THE
 LR0140'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED J 77 1934 AND SET
 LR0140'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0042 ***********************************************************************
 KQ0042  DESIGNATION -  J 78
 KQ0042  PID         -  KQ0042
 KQ0042  STATE/COUNTY-  NV/EUREKA
 KQ0042  USGS QUAD   -  TONKIN SUMMIT (1986)
 KQ0042
 KQ0042                         *CURRENT SURVEY CONTROL
 KQ0042  ___________________________________________________________________
 KQ0042* NAD 83(1986)-  39 56 46.     (N)    116 22 36.     (W)     SCALED    
 KQ0042* NAVD 88     -      1879.942  (meters)    6167.78   (feet)  ADJUSTED  
 KQ0042  ___________________________________________________________________
 KQ0042  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 KQ0042  DYNAMIC HT  -        1878.129 (meters)    6161.83  (feet)  COMP
 KQ0042  MODELED GRAV-     979,594.2   (mgal)                       NAVD 88
 KQ0042
 KQ0042  VERT ORDER  -  SECOND    CLASS 0
 KQ0042
 KQ0042.The horizontal coordinates were scaled from a topographic map and have
 KQ0042.an estimated accuracy of +/- 6 seconds.
 KQ0042
 KQ0042.The orthometric height was determined by differential leveling
 KQ0042.and adjusted by the National Geodetic Survey in June 1991..
 KQ0042
 KQ0042.The geoid height was determined by GEOID03.
 KQ0042
 KQ0042.The dynamic height is computed by dividing the NAVD 88
 KQ0042.geopotential number by the normal gravity value computed on the
 KQ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0042.degrees latitude (g = 980.6199 gals.).
 KQ0042
 KQ0042.The modeled gravity was interpolated from observed gravity values.
 KQ0042
 KQ0042;                    North         East    Units  Estimated Accuracy
 KQ0042;SPC NV E     - 8,576,930.      132,210.      MT  (+/- 180 meters Scaled)
 KQ0042
 KQ0042                          SUPERSEDED SURVEY CONTROL
 KQ0042
 KQ0042  NGVD 29 (??/??/92) 1878.705  (m)         6163.72   (f) ADJ UNCH    2 0
 KQ0042
 KQ0042.Superseded values are not recommended for survey control.
 KQ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0042.See file dsdata.txt to determine how the superseded data were derived.
 KQ0042
 KQ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE532219(NAD 83)
 KQ0042_MARKER: DB = BENCH MARK DISK
 KQ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0042_STAMPING: J 78 1934
 KQ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0042+STABILITY: SURFACE MOTION
 KQ0042
 KQ0042  HISTORY     - Date     Condition        Report By
 KQ0042  HISTORY     - 1934     MONUMENTED       CGS
 KQ0042  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 KQ0042  HISTORY     - 19830701 MARK NOT FOUND   USGS
 KQ0042
 KQ0042                          STATION DESCRIPTION
 KQ0042
 KQ0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KQ0042'1.9 MI NE FROM TONKIN.
 KQ0042'ABOUT 1.9 MILES NORTHEAST ALONG THE ROAD TO ALPHA FROM TONKIN, EUREKA
 KQ0042'COUNTY, AND 33 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD
 KQ0042'DISK, STAMPED J 78 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KQ0042
 KQ0042                          STATION RECOVERY (1983)
 KQ0042
 KQ0042'RECOVERY NOTE BY US POWER SQUADRON 1983 (WMH)
 KQ0042'MARK NOT FOUND.
 KQ0042
 KQ0042                          STATION RECOVERY (1983)
 KQ0042
 KQ0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (WMH)
 KQ0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0129 ***********************************************************************
 KQ0129  DESIGNATION -  J 79
 KQ0129  PID         -  KQ0129
 KQ0129  STATE/COUNTY-  NV/LANDER
 KQ0129  USGS QUAD   -  GRASS VALLEY RANCH (1986)
 KQ0129
 KQ0129                         *CURRENT SURVEY CONTROL
 KQ0129  ___________________________________________________________________
 KQ0129* NAD 83(1986)-  39 39 07.     (N)    116 50 40.     (W)     SCALED    
 KQ0129* NAVD 88     -      1895.840  (meters)    6219.94   (feet)  ADJUSTED  
 KQ0129  ___________________________________________________________________
 KQ0129  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 KQ0129  DYNAMIC HT  -        1893.921 (meters)    6213.64  (feet)  COMP
 KQ0129  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 KQ0129
 KQ0129  VERT ORDER  -  SECOND    CLASS 0
 KQ0129
 KQ0129.The horizontal coordinates were scaled from a topographic map and have
 KQ0129.an estimated accuracy of +/- 6 seconds.
 KQ0129
 KQ0129.The orthometric height was determined by differential leveling
 KQ0129.and adjusted by the National Geodetic Survey in June 1991..
 KQ0129
 KQ0129.The geoid height was determined by GEOID03.
 KQ0129
 KQ0129.The dynamic height is computed by dividing the NAVD 88
 KQ0129.geopotential number by the normal gravity value computed on the
 KQ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0129.degrees latitude (g = 980.6199 gals.).
 KQ0129
 KQ0129.The modeled gravity was interpolated from observed gravity values.
 KQ0129
 KQ0129;                    North         East    Units  Estimated Accuracy
 KQ0129;SPC NV C     - 6,543,990.      484,740.      MT  (+/- 180 meters Scaled)
 KQ0129
 KQ0129                          SUPERSEDED SURVEY CONTROL
 KQ0129
 KQ0129  NGVD 29 (??/??/92) 1894.540  (m)         6215.67   (f) ADJ UNCH    2 0
 KQ0129
 KQ0129.Superseded values are not recommended for survey control.
 KQ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0129.See file dsdata.txt to determine how the superseded data were derived.
 KQ0129
 KQ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND133891(NAD 83)
 KQ0129_MARKER: DB = BENCH MARK DISK
 KQ0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0129_STAMPING: J 79 1934
 KQ0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0129+STABILITY: SURFACE MOTION
 KQ0129
 KQ0129  HISTORY     - Date     Condition        Report By
 KQ0129  HISTORY     - 1934     MONUMENTED       CGS
 KQ0129  HISTORY     - 1955     GOOD             USGS
 KQ0129
 KQ0129                          STATION DESCRIPTION
 KQ0129
 KQ0129'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0129'22.0 MI NE FROM AUSTIN.
 KQ0129'LANDER COUNTY COURTHOUSE, IN AUSTIN, ABOUT 5.4 MILES E OF ALONG U.S.
 KQ0129'HIGHWAY 50, THENCE ABOUT 16.6 MILES N ALONG STATE HIGHWAY 21, ABOUT
 KQ0129'0.8 MILE S OF THE FORK LEADING TO THE GRASS VALLEY RANCH, ON THE TOP
 KQ0129'OF A RIDGE, AND 30 FEET W OF THE CENTER OF THE ROAD.  A STANDARD DISK,
 KQ0129'STAMPED J 79 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0456 ***********************************************************************
 KR0456  DESIGNATION -  J 8
 KR0456  PID         -  KR0456
 KR0456  STATE/COUNTY-  NV/CHURCHILL
 KR0456  USGS QUAD   -  SODA LAKE WEST (1985)
 KR0456
 KR0456                         *CURRENT SURVEY CONTROL
 KR0456  ___________________________________________________________________
 KR0456* NAD 83(1986)-  39 35 21.     (N)    118 59 24.     (W)     SCALED    
 KR0456* NAVD 88     -      1217.75   (+/-2cm)    3995.2    (feet)  VERTCON   
 KR0456  ___________________________________________________________________
 KR0456  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KR0456
 KR0456  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0456
 KR0456.The horizontal coordinates were scaled from a topographic map and have
 KR0456.an estimated accuracy of +/- 6 seconds.
 KR0456
 KR0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0456.The vertical order pertains to the NGVD 29 superseded value.
 KR0456
 KR0456.The geoid height was determined by GEOID03.
 KR0456
 KR0456;                    North         East    Units  Estimated Accuracy
 KR0456;SPC NV W     - 4,537,080.      765,070.      MT  (+/- 180 meters Scaled)
 KR0456
 KR0456                          SUPERSEDED SURVEY CONTROL
 KR0456
 KR0456  NGVD 29 (??/??/92) 1216.808  (m)         3992.14   (f) ADJ UNCH    1 2
 KR0456
 KR0456.Superseded values are not recommended for survey control.
 KR0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0456.See file dsdata.txt to determine how the superseded data were derived.
 KR0456
 KR0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD291840(NAD 83)
 KR0456_MARKER: DB = BENCH MARK DISK
 KR0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0456_SP_SET: ABUTMENT
 KR0456_STAMPING: 3992.010
 KR0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0456
 KR0456  HISTORY     - Date     Condition        Report By
 KR0456  HISTORY     - UNK      MONUMENTED       CGS
 KR0456  HISTORY     - 1953     GOOD             NGS
 KR0456
 KR0456                          STATION DESCRIPTION
 KR0456
 KR0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0456'0.9 MI SW FROM MASSIE.
 KR0456'0.9 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0456'THE WATER TANK AT MASSIE, AT WOODEN BRIDGE 291.65, IN THE TOP OF THE
 KR0456'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT, 7.2 FEET NORTHWEST
 KR0456'OF THE NORTHWEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE
 KR0456'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0285 ***********************************************************************
 MU0285  DESIGNATION -  J 80 RESET
 MU0285  PID         -  MU0285
 MU0285  STATE/COUNTY-  NV/HUMBOLDT
 MU0285  USGS QUAD   -  WILLOW CREEK RANCH (1991)
 MU0285
 MU0285                         *CURRENT SURVEY CONTROL
 MU0285  ___________________________________________________________________
 MU0285* NAD 83(1986)-  41 39 40.     (N)    117 46 41.     (W)     SCALED    
 MU0285* NAVD 88     -      1365.62   (meters)    4480.4    (feet)  RESET     
 MU0285  ___________________________________________________________________
 MU0285  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 MU0285
 MU0285  VERT ORDER  -  THIRD
 MU0285
 MU0285.The horizontal coordinates were scaled from a topographic map and have
 MU0285.an estimated accuracy of +/- 6 seconds.
 MU0285
 MU0285.The orthometric height was computed from unverified reset data.
 MU0285
 MU0285.The geoid height was determined by GEOID03.
 MU0285
 MU0285;                    North         East    Units  Estimated Accuracy
 MU0285;SPC NV W     - 4,767,380.      867,060.      MT  (+/- 180 meters Scaled)
 MU0285
 MU0285                          SUPERSEDED SURVEY CONTROL
 MU0285
 MU0285.No superseded survey control is available for this station.
 MU0285
 MU0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG352124(NAD 83)
 MU0285_MARKER: DD = SURVEY DISK
 MU0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MU0285_SP_SET: CULVERT
 MU0285_STAMPING: J 80 RESET 1959
 MU0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0285
 MU0285  HISTORY     - Date     Condition        Report By
 MU0285  HISTORY     - 1959     MONUMENTED       NVDH
 MU0285  HISTORY     - 1961     GOOD             NGS
 MU0285
 MU0285                          STATION DESCRIPTION
 MU0285
 MU0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MU0285'6.3 MI N FROM OROVADA.
 MU0285'THIS MARK IS LOCATED 6.3 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE
 MU0285'POST OFFICE AT OROVADA, 60 FEET WEST OF THE HIGHWAY CENTERLINE AT STA.
 MU0285'C 331+40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0186 ***********************************************************************
 LR0186  DESIGNATION -  J 82
 LR0186  PID         -  LR0186
 LR0186  STATE/COUNTY-  NV/EUREKA
 LR0186  USGS QUAD   -  THE GEYSERS (1985)
 LR0186
 LR0186                         *CURRENT SURVEY CONTROL
 LR0186  ___________________________________________________________________
 LR0186* NAD 83(1986)-  40 30 23.     (N)    116 31 39.     (W)     SCALED    
 LR0186* NAVD 88     -      1459.330  (meters)    4787.82   (feet)  ADJUSTED  
 LR0186  ___________________________________________________________________
 LR0186  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 LR0186  DYNAMIC HT  -        1458.127 (meters)    4783.87  (feet)  COMP
 LR0186  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 LR0186
 LR0186  VERT ORDER  -  SECOND    CLASS 0
 LR0186
 LR0186.The horizontal coordinates were scaled from a topographic map and have
 LR0186.an estimated accuracy of +/- 6 seconds.
 LR0186
 LR0186.The orthometric height was determined by differential leveling
 LR0186.and adjusted by the National Geodetic Survey in June 1991..
 LR0186
 LR0186.The geoid height was determined by GEOID03.
 LR0186
 LR0186.The dynamic height is computed by dividing the NAVD 88
 LR0186.geopotential number by the normal gravity value computed on the
 LR0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0186.degrees latitude (g = 980.6199 gals.).
 LR0186
 LR0186.The modeled gravity was interpolated from observed gravity values.
 LR0186
 LR0186;                    North         East    Units  Estimated Accuracy
 LR0186;SPC NV E     - 8,639,260.      119,980.      MT  (+/- 180 meters Scaled)
 LR0186
 LR0186                          SUPERSEDED SURVEY CONTROL
 LR0186
 LR0186  NGVD 29 (??/??/92) 1458.236  (m)         4784.23   (f) ADJ UNCH    2 0
 LR0186
 LR0186.Superseded values are not recommended for survey control.
 LR0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0186.See file dsdata.txt to determine how the superseded data were derived.
 LR0186
 LR0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE400840(NAD 83)
 LR0186_MARKER: DB = BENCH MARK DISK
 LR0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0186_STAMPING: J 82 1934
 LR0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0186+STABILITY: SURFACE MOTION
 LR0186
 LR0186  HISTORY     - Date     Condition        Report By
 LR0186  HISTORY     - 1934     MONUMENTED       CGS
 LR0186
 LR0186                          STATION DESCRIPTION
 LR0186
 LR0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0186'6.9 MI SW FROM BEOWAWE.
 LR0186'6.9 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE SOUTHERN PACIFIC
 LR0186'CO. RAILROAD STATION AT BEOWAWE, EUREKA COUNTY, 36 FEET SOUTHWEST OF
 LR0186'THE CENTERLINE OF THE HIGHWAY, AND 33 FEET SOUTHEAST OF THE CENTERLINE
 LR0186'OF THE TENABO ROAD.  A STANDARD DISK, STAMPED J 82 1934 AND SET IN THE
 LR0186'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0115 ***********************************************************************
 LR0115  DESIGNATION -  J 87
 LR0115  PID         -  LR0115
 LR0115  STATE/COUNTY-  NV/EUREKA
 LR0115  USGS QUAD   -  BOBS FLAT (1986)
 LR0115
 LR0115                         *CURRENT SURVEY CONTROL
 LR0115  ___________________________________________________________________
 LR0115* NAD 83(1986)-  40 39 58.     (N)    116 26 54.     (W)     SCALED    
 LR0115* NAVD 88     -      1522.855  (meters)    4996.23   (feet)  ADJUSTED  
 LR0115  ___________________________________________________________________
 LR0115  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 LR0115  DYNAMIC HT  -        1521.631 (meters)    4992.22  (feet)  COMP
 LR0115  MODELED GRAV-     979,767.0   (mgal)                       NAVD 88
 LR0115
 LR0115  VERT ORDER  -  SECOND    CLASS 0
 LR0115
 LR0115.The horizontal coordinates were scaled from a topographic map and have
 LR0115.an estimated accuracy of +/- 6 seconds.
 LR0115
 LR0115.The orthometric height was determined by differential leveling
 LR0115.and adjusted by the National Geodetic Survey in June 1991..
 LR0115
 LR0115.The geoid height was determined by GEOID03.
 LR0115
 LR0115.The dynamic height is computed by dividing the NAVD 88
 LR0115.geopotential number by the normal gravity value computed on the
 LR0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0115.degrees latitude (g = 980.6199 gals.).
 LR0115
 LR0115.The modeled gravity was interpolated from observed gravity values.
 LR0115
 LR0115;                    North         East    Units  Estimated Accuracy
 LR0115;SPC NV E     - 8,656,930.      126,860.      MT  (+/- 180 meters Scaled)
 LR0115
 LR0115                          SUPERSEDED SURVEY CONTROL
 LR0115
 LR0115  NGVD 29 (??/??/92) 1521.780  (m)         4992.71   (f) ADJ UNCH    2 0
 LR0115
 LR0115.Superseded values are not recommended for survey control.
 LR0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0115.See file dsdata.txt to determine how the superseded data were derived.
 LR0115
 LR0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF466018(NAD 83)
 LR0115_MARKER: DB = BENCH MARK DISK
 LR0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0115_STAMPING: J 87 1958
 LR0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0115+STABILITY: SURFACE MOTION
 LR0115
 LR0115  HISTORY     - Date     Condition        Report By
 LR0115  HISTORY     - 1958     MONUMENTED       CGS
 LR0115  HISTORY     - 1983     MARK NOT FOUND   USGS
 LR0115  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0115
 LR0115                          STATION DESCRIPTION
 LR0115
 LR0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0115'5.1 MI SE FROM DUNPHY.
 LR0115'5.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE SOUTHERN PACIFIC
 LR0115'RAILROAD OVERPASS AT DUNPHY, 108.0 FEET NORTH OF THE CENTERLINE OF THE
 LR0115'HIGHWAY, 7.7 FEET SOUTH OF A FENCE LINE, 4.6 FEET SOUTHEAST OF A
 LR0115'WITNESS POST, SET IN A ROUND CONCRETE POST, AND ABOUT 45 FEET HIGHER
 LR0115'THAN THE HIGHWAY.
 LR0115
 LR0115                          STATION RECOVERY (1983)
 LR0115
 LR0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0115'MARK NOT FOUND.
 LR0115
 LR0115                          STATION RECOVERY (1984)
 LR0115
 LR0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0115'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1368 ***********************************************************************
 KR1368  DESIGNATION -  J 9
 KR1368  PID         -  KR1368
 KR1368  STATE/COUNTY-  NV/WASHOE
 KR1368  USGS QUAD   -  VERDI (1982)
 KR1368
 KR1368                         *CURRENT SURVEY CONTROL
 KR1368  ___________________________________________________________________
 KR1368* NAD 83(1986)-  39 30 29.     (N)    119 53 45.     (W)     SCALED    
 KR1368* NAVD 88     -      1417.149  (meters)    4649.43   (feet)  ADJUSTED  
 KR1368  ___________________________________________________________________
 KR1368  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 KR1368  DYNAMIC HT  -        1415.852 (meters)    4645.17  (feet)  COMP
 KR1368  MODELED GRAV-     979,662.6   (mgal)                       NAVD 88
 KR1368
 KR1368  VERT ORDER  -  FIRST     CLASS I
 KR1368
 KR1368.The horizontal coordinates were scaled from a topographic map and have
 KR1368.an estimated accuracy of +/- 6 seconds.
 KR1368
 KR1368.The orthometric height was determined by differential leveling
 KR1368.and adjusted by the National Geodetic Survey in June 1991..
 KR1368.WARNING-Repeat measurements at this control monument indicate possible
 KR1368.vertical movement.
 KR1368
 KR1368.The geoid height was determined by GEOID03.
 KR1368
 KR1368.The dynamic height is computed by dividing the NAVD 88
 KR1368.geopotential number by the normal gravity value computed on the
 KR1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1368.degrees latitude (g = 980.6199 gals.).
 KR1368
 KR1368.The modeled gravity was interpolated from observed gravity values.
 KR1368
 KR1368;                    North         East    Units  Estimated Accuracy
 KR1368;SPC NV W     - 4,528,820.      687,130.      MT  (+/- 180 meters Scaled)
 KR1368
 KR1368                          SUPERSEDED SURVEY CONTROL
 KR1368
 KR1368  NGVD 29 (??/??/92) 1416.042  (m)         4645.80   (f) ADJ UNCH    1 1
 KR1368
 KR1368.Superseded values are not recommended for survey control.
 KR1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1368.See file dsdata.txt to determine how the superseded data were derived.
 KR1368
 KR1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD510771(NAD 83)
 KR1368_MARKER: DB = BENCH MARK DISK
 KR1368_SETTING: 80 = SET IN A BOULDER
 KR1368_STAMPING: J 9 4645.765
 KR1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1368+STABILITY: SURFACE MOTION
 KR1368
 KR1368  HISTORY     - Date     Condition        Report By
 KR1368  HISTORY     - UNK      MONUMENTED       CGS
 KR1368  HISTORY     - 1969     GOOD             NGS
 KR1368
 KR1368                          STATION DESCRIPTION
 KR1368
 KR1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1368'5.0 MI W FROM RENO.
 KR1368'5.0 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1368'STATION AT RENO, 5.65 MILES EAST OF VERDI, 0.1 MILE EAST OF THE
 KR1368'CROSSING OF MAYBERRY DRIVE, 4 TELEPHONE POLES EAST OF MILEPOLE 238 AND
 KR1368'LAWTON SIDING SIGN, IN THE TOP AND ALONG THE EAST SIDE OF A LARGE
 KR1368'BROWN BOULDER PROJECTING ABOUT 4 1/2 FEET ABOVE THE GROUND, 46.0 FEET
 KR1368'NORTH OF THE NORTH RAIL OF THE EASTBOUND TRACK, 16 1/2 FEET NORTH OF
 KR1368'THE FOURTH POLE EAST OF THE MILEPOLE, AND ABOUT LEVEL WITH THE TRACK.
 KR1368'SEC 18, T19N, R19E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1842 ***********************************************************************
 GR1842  DESIGNATION -  J HILL
 GR1842  PID         -  GR1842
 GR1842  STATE/COUNTY-  NV/CLARK
 GR1842  USGS QUAD   -  HOOVER DAM (1997)
 GR1842
 GR1842                         *CURRENT SURVEY CONTROL
 GR1842  ___________________________________________________________________
 GR1842* NAD 83(1994)-  36 01 28.33202(N)    114 44 33.66743(W)     ADJUSTED  
 GR1842* NAVD 88     -       611.     (meters)    2005.     (feet)  SCALED    
 GR1842  ___________________________________________________________________
 GR1842  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 GR1842  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GR1842
 GR1842  HORZ ORDER  -  FIRST
 GR1842
 GR1842.The horizontal coordinates were established by classical geodetic methods
 GR1842.and adjusted by the National Geodetic Survey in June 1998..
 GR1842
 GR1842.The orthometric height was scaled from a topographic map.
 GR1842
 GR1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1842
 GR1842.The geoid height was determined by GEOID03.
 GR1842
 GR1842;                    North         East     Units Scale Factor Converg.
 GR1842;SPC NV E     - 8,141,719.679   275,765.700   MT  0.99997071   +0 29 40.0
 GR1842;SPC NV E     -26,711,625.31    904,741.30   sFT  0.99997071   +0 29 40.0
 GR1842;SPC AZ W     -   557,709.639   123,888.131   MT  1.00003194   -0 35 01.9
 GR1842;SPC AZ W     - 1,829,756.03    406,457.12   iFT  1.00003194   -0 35 01.9
 GR1842;UTM  11      - 3,989,027.128   703,399.717   MT  1.00010980   +1 19 41.0
 GR1842
 GR1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1842!SPC NV E     -   0.99990859  x   0.99997071  =   0.99987930
 GR1842!SPC AZ W     -   0.99990859  x   1.00003194  =   0.99994053
 GR1842!UTM  11      -   0.99990859  x   1.00010980  =   1.00001838
 GR1842
 GR1842:                Primary Azimuth Mark                     Grid Az
 GR1842:SPC NV E     -  PROM CAIRN                               029 36 56.7
 GR1842:SPC AZ W     -  PROM CAIRN                               030 41 38.6
 GR1842:UTM  11      -  PROM CAIRN                               028 46 55.7
 GR1842
 GR1842|---------------------------------------------------------------------|
 GR1842| PID    Reference Object                     Distance      Geod. Az  |
 GR1842|                                                           dddmmss.s |
 GR1842| GR1859 PROM CAIRN                          APPROX. 0.8 KM 0300636.7 |
 GR1842| GR1846 PROM                                APPROX. 0.7 KM 0404000.8 |
 GR1842| CC5446 J HILL RM 2                           3.140 METERS 06532     |
 GR1842| CC5445 J HILL RM 1                          13.050 METERS 33914     |
 GR1842| GR1861 FAIRCHILD HORSESHOE FLAG            APPROX. 3.5 KM 3570056.3 |
 GR1842|---------------------------------------------------------------------|
 GR1842
 GR1842                          SUPERSEDED SURVEY CONTROL
 GR1842
 GR1842  NAD 83(1992)-  36 01 28.33201(N)    114 44 33.66745(W) AD(       ) 1
 GR1842  NAD 83(1986)-  36 01 28.32036(N)    114 44 33.65632(W) AD(       ) 1
 GR1842  NAD 27      -  36 01 28.39000(N)    114 44 30.71800(W) AD(       ) 1
 GR1842
 GR1842.Superseded values are not recommended for survey control.
 GR1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1842.See file dsdata.txt to determine how the superseded data were derived.
 GR1842
 GR1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0340089027(NAD 83)
 GR1842_MARKER: DS = TRIANGULATION STATION DISK
 GR1842_SETTING: 66 = SET IN ROCK OUTCROP
 GR1842
 GR1842  HISTORY     - Date     Condition        Report By
 GR1842  HISTORY     - 1935     MONUMENTED       CGS
 GR1842
 GR1842                          STATION DESCRIPTION
 GR1842
 GR1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 GR1842'STATION IS LOCATED ON A HILL WITH CLIFFS ON THE W AND N SIDE,
 GR1842'AND THE EXTREME WESTERN END OF THE PROMONTORY NE OF BOULDER
 GR1842'DAM, AND ABOUT 1/2 MILE N BY NE OF THE DAM.  (AS THE STATION
 GR1842'IS NEAR THE CONSTRUCTION OF THE DAM, WHICH IS NOT COMPLETED
 GR1842'AT THIS DATE, THE FOLLOWING MILEAGE IS SUBJECTED TO CHANGE).
 GR1842'
 GR1842'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GR1842'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GR1842'
 GR1842'STATION REACHED FROM THE RECLAMATION OFFICE BUILDING IN BOULDER
 GR1842'CITY BY FOLLOWING THE HIGHWAY TO THE DAM FOR 6.4 MILES AND
 GR1842'TURN LEFT OFF THE HIGHWAY, GO 0.15 MILE CROSSING RAILROAD
 GR1842'TRACKS.  KEEP TO THE LEFT TAKING THE ROAD LEADING UP HILL
 GR1842'AND GO 0.5 MILE TO A POINT WHERE THE ROAD TURNS SHARP LEFT
 GR1842'AND DOWN HILL.  THIS POINT IS THE END OF TRUCK TRAVEL.  FROM
 GR1842'HERE GO BACK 100 FEET AND TAKE THE TRAIL LEADING RIGHT AND
 GR1842'UP HILL FOR ABOUT 150 FEET, BEAR LEFT OFF TRAIL ONTO RIDGE
 GR1842'AND FOLLOW TO THE SADDLE THEN LEFT ALONG RIDGE TO THE SUMMIT
 GR1842'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0937 ***********************************************************************
 HQ0937  DESIGNATION -  JAB
 HQ0937  PID         -  HQ0937
 HQ0937  STATE/COUNTY-  NV/ESMERALDA
 HQ0937  USGS QUAD   -  SYLVANIA MTS (1987)
 HQ0937
 HQ0937                         *CURRENT SURVEY CONTROL
 HQ0937  ___________________________________________________________________
 HQ0937* NAD 83(1994)-  37 23 09.30678(N)    117 40 18.26390(W)     ADJUSTED  
 HQ0937* NAVD 88     -      2317.     (meters)    7602.     (feet)  SCALED    
 HQ0937  ___________________________________________________________________
 HQ0937  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 HQ0937  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 HQ0937
 HQ0937  HORZ ORDER  -  THIRD
 HQ0937
 HQ0937.The horizontal coordinates were established by classical geodetic methods
 HQ0937.and adjusted by the National Geodetic Survey in June 1998..
 HQ0937
 HQ0937.The orthometric height was scaled from a topographic map.
 HQ0937
 HQ0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0937
 HQ0937.The geoid height was determined by GEOID03.
 HQ0937
 HQ0937;                    North         East     Units Scale Factor Converg.
 HQ0937;SPC NV W     - 4,292,843.055   880,723.353   MT  0.99998024   +0 33 12.7
 HQ0937;SPC NV W     -14,084,102.59  2,889,506.53   sFT  0.99998024   +0 33 12.7
 HQ0937;SPC CA 4     -   728,581.076 2,117,630.059   MT  1.00002867   +0 47 32.7
 HQ0937;SPC CA 4     - 2,390,353.08  6,947,591.29   sFT  1.00002867   +0 47 32.7
 HQ0937;SPC CA 3     -   602,104.198 2,250,419.326   MT  0.99994937   +1 43 53.6
 HQ0937;SPC CA 3     - 1,975,403.52  7,383,250.74   sFT  0.99994937   +1 43 53.6
 HQ0937;UTM  11      - 4,137,896.629   440,534.279   MT  0.99964356   -0 24 28.4
 HQ0937
 HQ0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0937!SPC NV W     -   0.99964061  x   0.99998024  =   0.99962085
 HQ0937!SPC CA 4     -   0.99964061  x   1.00002867  =   0.99966927
 HQ0937!SPC CA 3     -   0.99964061  x   0.99994937  =   0.99958999
 HQ0937!UTM  11      -   0.99964061  x   0.99964356  =   0.99928429
 HQ0937
 HQ0937:                Primary Azimuth Mark                     Grid Az
 HQ0937:SPC NV W     -  HAB                                      244 58 57.7
 HQ0937:SPC CA 4     -  HAB                                      244 44 37.7
 HQ0937:SPC CA 3     -  HAB                                      243 48 16.8
 HQ0937:UTM  11      -  HAB                                      245 56 38.8
 HQ0937
 HQ0937|---------------------------------------------------------------------|
 HQ0937| PID    Reference Object                     Distance      Geod. Az  |
 HQ0937|                                                           dddmmss.s |
 HQ0937| HQ0934 HAB                                 APPROX. 2.5 KM 2453210.4 |
 HQ0937|---------------------------------------------------------------------|
 HQ0937
 HQ0937                          SUPERSEDED SURVEY CONTROL
 HQ0937
 HQ0937  NAD 83(1992)-  37 23 09.30457(N)    117 40 18.26391(W) AD(       ) 3
 HQ0937  NAD 83(1986)-  37 23 09.30808(N)    117 40 18.26532(W) AD(       ) 3
 HQ0937  NAD 27      -  37 23 09.55600(N)    117 40 14.96600(W) AD(       ) 3
 HQ0937
 HQ0937.Superseded values are not recommended for survey control.
 HQ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0937.See file dsdata.txt to determine how the superseded data were derived.
 HQ0937
 HQ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB4053437897(NAD 83)
 HQ0937_MARKER: H = DRILL HOLE
 HQ0937_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0937_SP_SET: SET IN BEDROCK
 HQ0937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0937+STABILITY: POSITION/ELEVATION WELL
 HQ0937
 HQ0937  HISTORY     - Date     Condition        Report By
 HQ0937  HISTORY     - 1895     MONUMENTED       CGS
 HQ0937  HISTORY     - 1961     SEE DESCRIPTION  USGS
 HQ0937
 HQ0937                          STATION DESCRIPTION
 HQ0937
 HQ0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HQ0937'DRILL HOLE IN BLACK STONE ON SUMMIT OF PEAK THAT IS NEARLY
 HQ0937'CONICAL.  ON TOP THE PEAK IS BARE BUT THERE ARE WOODS NEAR
 HQ0937'THE TOP.
 HQ0937
 HQ0937                          STATION RECOVERY (1961)
 HQ0937
 HQ0937'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HQ0937'DRILL HOLE WAS RECOVERED AS DESCRIBED.
 HQ0937'
 HQ0937'MARK IS A DRILL HOLE IN A LARGE BROWN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0778 ***********************************************************************
 MT0778  DESIGNATION -  JACINTO
 MT0778  PID         -  MT0778
 MT0778  STATE/COUNTY-  NV/ELKO
 MT0778  USGS QUAD   -  MIDDLE STACK MOUNTAI (1989)
 MT0778
 MT0778                         *CURRENT SURVEY CONTROL
 MT0778  ___________________________________________________________________
 MT0778* NAD 83(1994)-  41 51 39.28382(N)    114 42 33.27038(W)     ADJUSTED  
 MT0778* NAVD 88     -      1668.3    (meters)    5473.     (feet)  VERTCON   
 MT0778  ___________________________________________________________________
 MT0778  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 MT0778  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 MT0778
 MT0778  HORZ ORDER  -  SECOND
 MT0778
 MT0778.The horizontal coordinates were established by classical geodetic methods
 MT0778.and adjusted by the National Geodetic Survey in June 1998..
 MT0778
 MT0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0778
 MT0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0778
 MT0778.The geoid height was determined by GEOID03.
 MT0778
 MT0778;                    North         East     Units Scale Factor Converg.
 MT0778;SPC NV E     - 8,789,620.278   272,569.697   MT  0.99996478   +0 34 60.0
 MT0778;SPC NV E     -28,837,279.20    894,255.75   sFT  0.99996478   +0 34 60.0
 MT0778;SPC ID C     -    21,816.682   441,113.923   MT  0.99999002   -0 28 23.9
 MT0778;UTM  11      - 4,636,870.793   690,133.354   MT  1.00004486   +1 31 44.9
 MT0778
 MT0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0778!SPC NV E     -   0.99974083  x   0.99996478  =   0.99970562
 MT0778!SPC ID C     -   0.99974083  x   0.99999002  =   0.99973086
 MT0778!UTM  11      -   0.99974083  x   1.00004486  =   0.99978568
 MT0778
 MT0778|---------------------------------------------------------------------|
 MT0778| PID    Reference Object                     Distance      Geod. Az  |
 MT0778|                                                           dddmmss.s |
 MT0778| DD6072 JACINTO RM 2                         20.335 METERS 01531     |
 MT0778| MT0779 HIGHWAY 93 STA B 222+4179 90 POT    APPROX. 6.5 KM 1994428.6 |
 MT0778| DD6071 JACINTO RM 1                          7.837 METERS 29008     |
 MT0778|---------------------------------------------------------------------|
 MT0778
 MT0778                          SUPERSEDED SURVEY CONTROL
 MT0778
 MT0778  NAD 83(1994)-  41 51 39.28352(N)    114 42 33.26866(W) AD(       ) 2
 MT0778  NAD 83(1986)-  41 51 39.28141(N)    114 42 33.26421(W) AD(       ) 2
 MT0778  NAD 27      -  41 51 39.60028(N)    114 42 30.13203(W) AD(       ) 2
 MT0778  NGVD 29 (07/19/86) 1667.2    (m)         5470.     (f) VERT ANG       
 MT0778
 MT0778.Superseded values are not recommended for survey control.
 MT0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0778.See file dsdata.txt to determine how the superseded data were derived.
 MT0778
 MT0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG9013336871(NAD 83)
 MT0778_MARKER: Z = SEE DESCRIPTION
 MT0778_SETTING: 0 = UNSPECIFIED SETTING
 MT0778
 MT0778  HISTORY     - Date     Condition        Report By
 MT0778  HISTORY     - 1968     MONUMENTED       USGS
 MT0778
 MT0778                          STATION DESCRIPTION
 MT0778
 MT0778'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WAO)
 MT0778'LOCATED ABOUT 6.5 MI. (AIRLINE) NE. OF CONTACT.  4.75 MI. NW. OF
 MT0778'MINONLE STACK MTN.  AND ABOUT 1.5 MI. SW. OF THE SAN JACINTO
 MT0778'RANCH.  ABOUT 2000 FT. E. OF HIGHWAY 93.  ON THE HIGHEST POINT OF
 MT0778'A BARE HILL.
 MT0778'
 MT0778'TO REACH FROM CONTACT, NEVADA GO N. ON U.S. HIGHWAY 93 FOR 7 MI.
 MT0778'TO DIRT RD. LEADING E.  TURN RIGHT AND GO 0.5 MI. TO ABANDONED
 MT0778'RD. LEADING S.  TURN RIGHT AND GO 0.5 MI.  TURN LEFT CROSS-COUNTRY
 MT0778'GOING NE. UP NOSE OF RIDGE, FOR 0.20 MI. TO HIGHEST POINT AND
 MT0778'STATION MARK.
 MT0778'
 MT0778'STATION MARK--STANDARD USGS TABLET STAMPED JACINTO 1968 ON
 MT0778'COPPERWELD ROD.
 MT0778'
 MT0778'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 MT0778'NO 1 1968 ON COPPER-WELD ROD.
 MT0778'
 MT0778'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 MT0778'STAMPED NO 2 1968 ON COPPER-WELD ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0366 ***********************************************************************
 JP0366  DESIGNATION -  JACK
 JP0366  PID         -  JP0366
 JP0366  STATE/COUNTY-  NV/LINCOLN
 JP0366  USGS QUAD   -  BRISTOL RANGE NE (1971)
 JP0366
 JP0366                         *CURRENT SURVEY CONTROL
 JP0366  ___________________________________________________________________
 JP0366* NAD 83(1994)-  38 08 49.04918(N)    114 35 08.20587(W)     ADJUSTED  
 JP0366* NAVD 88     -      1801.6    (meters)    5911.     (feet)  VERTCON   
 JP0366  ___________________________________________________________________
 JP0366  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 JP0366  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 JP0366
 JP0366  HORZ ORDER  -  FIRST
 JP0366
 JP0366.The horizontal coordinates were established by classical geodetic methods
 JP0366.and adjusted by the National Geodetic Survey in June 1998..
 JP0366
 JP0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0366
 JP0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0366
 JP0366.The geoid height was determined by GEOID03.
 JP0366
 JP0366;                    North         East     Units Scale Factor Converg.
 JP0366;SPC NV E     - 8,377,384.360   287,449.402   MT  0.99999415   +0 36 58.7
 JP0366;SPC NV E     -27,484,801.85    943,073.58   sFT  0.99999415   +0 36 58.7
 JP0366;UTM  11      - 4,224,874.844   711,568.020   MT  1.00015130   +1 29 30.7
 JP0366
 JP0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0366!SPC NV E     -   0.99972096  x   0.99999415  =   0.99971511
 JP0366!UTM  11      -   0.99972096  x   1.00015130  =   0.99987222
 JP0366
 JP0366|---------------------------------------------------------------------|
 JP0366| PID    Reference Object                     Distance      Geod. Az  |
 JP0366|                                                           dddmmss.s |
 JP0366| DD6073 JACK RM 1                            15.897 METERS 00923     |
 JP0366| DD6074 JACK RM 2                            22.140 METERS 09035     |
 JP0366| HP0304 PIOCHE CHIMNEY MILL                 APPROX.25.4 KM 1505005.4 |
 JP0366| HP0301 PIOCHE WATER TANK                   APPROX.26.1 KM 1530114.0 |
 JP0366| DD6075 JACK RM 3                                          1753331.0 |
 JP0366| JP0013 D 63                                APPROX. 0.7 KM 3544556.1 |
 JP0366|---------------------------------------------------------------------|
 JP0366
 JP0366                          SUPERSEDED SURVEY CONTROL
 JP0366
 JP0366  NAD 83(1994)-  38 08 49.04890(N)    114 35 08.20567(W) AD(       ) 1
 JP0366  NAD 83(1986)-  38 08 49.03846(N)    114 35 08.20884(W) AD(       ) 1
 JP0366  NAD 27      -  38 08 49.18300(N)    114 35 05.22200(W) AD(       ) 1
 JP0366  NGVD 29 (07/19/86) 1800.4    (m)         5907.     (f) VERT ANG       
 JP0366
 JP0366.Superseded values are not recommended for survey control.
 JP0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0366.See file dsdata.txt to determine how the superseded data were derived.
 JP0366
 JP0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC1156824875(NAD 83)
 JP0366_MARKER: DS = TRIANGULATION STATION DISK
 JP0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0366+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2001
 JP0366
 JP0366  HISTORY     - Date     Condition        Report By
 JP0366  HISTORY     - 1944     MONUMENTED       CGS
 JP0366  HISTORY     - 1972     GOOD             NGS
 JP0366  HISTORY     - 20011130 GOOD             NVGS
 JP0366
 JP0366                          STATION DESCRIPTION
 JP0366
 JP0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 JP0366'STATION IS LOCATED ON A LOW SAGE-COVERED RISE, ABOUT 16 MILES
 JP0366'(AIR LINE) NNW OF PIOCHE, 58.4 FEET E OF THE CENTER LINE OF U.S.
 JP0366'HIGHWAY 93 AT THE JUNCTION OF THE 21 MILE RESERVOIR ROAD.
 JP0366'
 JP0366'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 JP0366'POST PROJECTING ABOUT 10 INCHES ABOVE GROUND AND IS STAMPED
 JP0366'JACK 1944.  IT IS 164.5 FEET N OF THE 21 MILE RESERVOIR SIGNPOST,
 JP0366'149 FEET NW OF THE CENTER LINE OF THE 21 MILE RESERVOIR ROAD,
 JP0366'AND 27.5 FEET S OF A 4-INCH-SQUARE WHITE WITNESS POST.
 JP0366'
 JP0366'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 JP0366'CONCRETE POST WHICH PROJECTS ABOUT 10 INCHES ABOVE GROUND.  IT
 JP0366'IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK AND IS
 JP0366'STAMPED JACK 1944 NO 1.
 JP0366'
 JP0366'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 JP0366'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE GROUND.  IT
 JP0366'IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK AND IS
 JP0366'STAMPED JACK 1944 NO 2.
 JP0366'
 JP0366'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A SQUARE
 JP0366'CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES ABOVE GROUND AND IS
 JP0366'STAMPED D 63 1934.  IT IS 31.8 FEET W OF THE CENTER LINE OF
 JP0366'U.S. HIGHWAY 93 AND 6.2 FEET W OF A 4-INCH-SQUARE WHITE WITNESS
 JP0366'POST.
 JP0366'
 JP0366'TO REACH STATION FROM PIOCHE, GO N ON U.S. HIGHWAY 93 FOR 17.6
 JP0366'MILES TO THE JUNCTION OF THE 21 MILE RESERVOIR ROAD AND THE
 JP0366'STATION.
 JP0366
 JP0366                          STATION RECOVERY (1972)
 JP0366
 JP0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JP0366'THE STATION MARK AND REFERENCE MARK 1 AND 2 WERE RECOVERED AND
 JP0366'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY ROAD
 JP0366'CONSTRUCTION AND A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 JP0366'THE ROUTE TO THE STATION IS CORRECT AND ADEQUATE.
 JP0366'
 JP0366'REFERENCE MARK 3 IS A NGS DISK STAMPED, JACK 1944 NO 3 1972.
 JP0366'IT IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS
 JP0366'FLUSH WITH THE GROUND SURFACE.  IT IS 32 YARDS EAST OF THE
 JP0366'CENTERLINE OF U.S. HIGHWAY 93 AND 2 FEET WEST OF A WITNESS POST AND
 JP0366'SIGN WHICH IS SET IN THE EAST RIGHT OF WAY FENCELINE.
 JP0366'
 JP0366'THE ANGLES TO THE REFERENCE MARKS CHECK VERY CLOSE.  THE NEW
 JP0366'DISTANCES ARE SLIGHTLY LONGER.  OWING TO THE LONG LENGTHS OF
 JP0366'SUSPENDED TAPE THE 1944 DISTANCES ARE BELIEVED BETTER THAN THE
 JP0366'NEW DISTANCES.
 JP0366'
 JP0366'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JP0366'
 JP0366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 JP0366'NORTH-NORTHWEST OF PIOCHE
 JP0366
 JP0366                          STATION RECOVERY (2001)
 JP0366
 JP0366'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 JP0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1155 ***********************************************************************
 AI1155  DESIGNATION -  JACK
 AI1155  PID         -  AI1155
 AI1155  STATE/COUNTY-  NV/NYE
 AI1155  USGS QUAD   -  TOPOPAH SPRING NW (1961)
 AI1155
 AI1155                         *CURRENT SURVEY CONTROL
 AI1155  ___________________________________________________________________
 AI1155* NAD 83(1994)-  36 56 22.99202(N)    116 24 50.66084(W)     ADJUSTED  
 AI1155* NAVD 88     -      1882.2    (meters)    6175.     (feet)  VERTCON   
 AI1155  ___________________________________________________________________
 AI1155  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AI1155  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AI1155
 AI1155  HORZ ORDER  -  THIRD
 AI1155
 AI1155.The horizontal coordinates were established by classical geodetic methods
 AI1155.and adjusted by the National Geodetic Survey in March 1999..
 AI1155
 AI1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1155
 AI1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1155
 AI1155.The geoid height was determined by GEOID03.
 AI1155
 AI1155;                    North         East     Units Scale Factor Converg.
 AI1155;SPC NV C     - 6,242,968.457   522,499.340   MT  0.99990623   +0 09 06.5
 AI1155;SPC NV C     -20,482,139.01  1,714,233.25   sFT  0.99990623   +0 09 06.5
 AI1155;UTM  11      - 4,088,345.680   552,174.909   MT  0.99963353   +0 21 07.7
 AI1155
 AI1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1155!SPC NV C     -   0.99970895  x   0.99990623  =   0.99961521
 AI1155!UTM  11      -   0.99970895  x   0.99963353  =   0.99934259
 AI1155
 AI1155                          SUPERSEDED SURVEY CONTROL
 AI1155
 AI1155  NGVD 29 (03/11/99) 1881.2    (m)         6172.     (f) VERT ANG       
 AI1155
 AI1155.Superseded values are not recommended for survey control.
 AI1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1155.See file dsdata.txt to determine how the superseded data were derived.
 AI1155
 AI1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA5217588346(NAD 83)
 AI1155_MARKER: DS = TRIANGULATION STATION DISK
 AI1155_SETTING: 66 = SET IN ROCK OUTCROP
 AI1155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1155+STABILITY: POSITION/ELEVATION WELL
 AI1155
 AI1155  HISTORY     - Date     Condition        Report By
 AI1155  HISTORY     - 1959     MONUMENTED       CGS
 AI1155
 AI1155                          STATION DESCRIPTION
 AI1155
 AI1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AI1155'LOCATED 22.5 MI. W. OF THE S. END OF YUCCA LAKE, 20 MI. N. OF LATHROP
 AI1155'WELLS IN FORTY MILE CANYON, ON THE TOP OF A PROMINENT SHARP ROCKY HILL
 AI1155'W. OF THE CANYON FLOOR. STATION REACHED BY HELICOPTER. STATION
 AI1155'MARK--HOLMES AND NARVER BRASS DISK STAMPED---H AND N JACK 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0367 ***********************************************************************
 JP0367  DESIGNATION -  JACKRABBIT
 JP0367  PID         -  JP0367
 JP0367  STATE/COUNTY-  NV/LINCOLN
 JP0367  USGS QUAD   -  BRISTOL RANGE SE (1970)
 JP0367
 JP0367                         *CURRENT SURVEY CONTROL
 JP0367  ___________________________________________________________________
 JP0367* NAD 83(1994)-  38 05 23.46362(N)    114 36 29.65754(W)     ADJUSTED  
 JP0367* NAVD 88     -      2411.3    (meters)    7911.     (feet)  VERTCON   
 JP0367  ___________________________________________________________________
 JP0367  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 JP0367  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 JP0367
 JP0367  HORZ ORDER  -  FIRST
 JP0367
 JP0367.The horizontal coordinates were established by classical geodetic methods
 JP0367.and adjusted by the National Geodetic Survey in June 1998..
 JP0367
 JP0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0367
 JP0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0367
 JP0367.The geoid height was determined by GEOID03.
 JP0367
 JP0367;                    North         East     Units Scale Factor Converg.
 JP0367;SPC NV E     - 8,371,024.867   285,532.846   MT  0.99999007   +0 36 05.6
 JP0367;SPC NV E     -27,463,937.42    936,785.68   sFT  0.99999007   +0 36 05.6
 JP0367;UTM  11      - 4,218,485.838   709,748.523   MT  1.00014187   +1 28 33.6
 JP0367
 JP0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0367!SPC NV E     -   0.99962536  x   0.99999007  =   0.99961544
 JP0367!UTM  11      -   0.99962536  x   1.00014187  =   0.99976718
 JP0367
 JP0367:                Primary Azimuth Mark                     Grid Az
 JP0367:SPC NV E     -  JACKRABBIT AZ MK                         048 36 06.4
 JP0367:UTM  11      -  JACKRABBIT AZ MK                         047 43 38.4
 JP0367
 JP0367|---------------------------------------------------------------------|
 JP0367| PID    Reference Object                     Distance      Geod. Az  |
 JP0367|                                                           dddmmss.s |
 JP0367| DD6076 JACKRABBIT AZ MK                                   0491212.0 |
 JP0367| DD6077 JACKRABBIT RM 1                       8.711 METERS 07113     |
 JP0367| HP0301 PIOCHE WATER TANK                   APPROX.21.8 KM 1404258.5 |
 JP0367| HP0302 PIOCHE SCHOOLHOUSE                  APPROX.22.2 KM 1411641.8 |
 JP0367| DD6078 JACKRABBIT RM 2                       6.764 METERS 15805     |
 JP0367| HP0350 WEST LAVA CAIRN                     APPROX.28.4 KM 2423142.0 |
 JP0367| JP0385 BLACK CLIFF CAIRN                   APPROX.43.4 KM 2662129.0 |
 JP0367| JP0371 SHARKS TOOTH                        APPROX.28.2 KM 2880237.9 |
 JP0367|---------------------------------------------------------------------|
 JP0367
 JP0367                          SUPERSEDED SURVEY CONTROL
 JP0367
 JP0367  NAD 83(1994)-  38 05 23.46337(N)    114 36 29.65728(W) AD(       ) 1
 JP0367  NAD 83(1986)-  38 05 23.45232(N)    114 36 29.66001(W) AD(       ) 1
 JP0367  NAD 27      -  38 05 23.59700(N)    114 36 26.66900(W) AD(       ) 1
 JP0367  NGVD 29 (07/19/86) 2410.1    (m)         7907.     (f) VERT ANG       
 JP0367
 JP0367.Superseded values are not recommended for survey control.
 JP0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0367.See file dsdata.txt to determine how the superseded data were derived.
 JP0367
 JP0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC0974918486(NAD 83)
 JP0367_MARKER: DS = TRIANGULATION STATION DISK
 JP0367_SETTING: 80 = SET IN A BOULDER
 JP0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0367+STABILITY: SURFACE MOTION
 JP0367
 JP0367  HISTORY     - Date     Condition        Report By
 JP0367  HISTORY     - 1915     MONUMENTED       USGS
 JP0367  HISTORY     - 1944     GOOD             USGS
 JP0367  HISTORY     - 1952     GOOD             USGS
 JP0367  HISTORY     - 1971     GOOD             USGS
 JP0367
 JP0367                          STATION DESCRIPTION
 JP0367
 JP0367'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 JP0367'SEE 1952 RECOVERY FOR DESCRIPTION.
 JP0367'
 JP0367'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 JP0367'IN ROCK.
 JP0367'
 JP0367'RM 1--CHISELED CROSS IN ROCK.
 JP0367'
 JP0367'RM 2--CHISELED CROSS IN ROCK.
 JP0367
 JP0367                          STATION RECOVERY (1944)
 JP0367
 JP0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1944 (EHB)
 JP0367'STATION IS LOCATED ABOUT 15 MILES NW OF PIOCHE, 1/2 MILE N OF
 JP0367'THE BRISTOL MINE, AND ABOUT 1/4 MILE N OF AN AERIAL TRAM LEADING
 JP0367'FROM THE BRISTOL MINE E TO A RAILROAD SIDING AND CAR-LOADING
 JP0367'BINS.  IT IS ON A DARK ROCKY PEAK NEAR THE N END OF THE BRISTOL
 JP0367'RANGE.
 JP0367'
 JP0367'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH-MARK DISK SET IN
 JP0367'BEDROCK ABOUT FLUSH WITH THE GROUND.  IT IS STAMPED ELEVATION
 JP0367'ABOVE SEA LEVEL 7890 FEET DATUM.
 JP0367'
 JP0367'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN PREDOMINANTLY
 JP0367'OUTCROPPING BEDROCK ABOUT 8 FEET LOWER IN ELEVATION THAN THE
 JP0367'STATION MARK.  STAMPED JACKRABBIT USGS NO 1 1944.
 JP0367'
 JP0367'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK ABOUT
 JP0367'FLUSH WITH THE GROUND.  IT IS ABOUT 2 FEET LOWER IN ELEVATION
 JP0367'THAN THE STATION MARK AND IS STAMPED JACKRABBIT USGS NO 2 1944.
 JP0367'
 JP0367'A CHISELED CROSS IS ENE OF THE STATION, ABOUT 7 FEET LOWER,
 JP0367'AND ON THE SIDE OF THE SAME ROCK OUTCROP ON WHICH R.M. 1 IS
 JP0367'LOCATED.
 JP0367'
 JP0367'A CHISELED CROSS IS S OF THE STATION, ON OUTCROPPING BEDROCK
 JP0367'ABOUT FLUSH WITH GROUND, AND ABOUT 3 FEET LOWER THAN STATION.
 JP0367'
 JP0367'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 JP0367'BEDROCK ABOUT FLUSH WITH THE GROUND AND IS STAMPED JACKRABBIT
 JP0367'USGS 1944.  IT IS 35 FEET N OF A 4- BY 4-INCH WHITE WITNESS
 JP0367'POST WHICH IS ON THE RIGHT SIDE OF ROAD.  IT IS 0.3 MILE N AND
 JP0367'W ALONG A TRACK ROAD FROM THE CAR-LOADING BINS.
 JP0367'
 JP0367'TO REACH STATION FROM PIOCHE, GO N ON U.S. HIGHWAY 93 FOR 14.3
 JP0367'MILES TO A ROAD LEADING TO THE LEFT TOWARD THE CAR-LOADING BINS
 JP0367'FOR THE BRISTOL MINE.  TURN LEFT AND FOLLOW THIS ROAD ALONG
 JP0367'POWER-TRANSMISSION LINE FOR ABOUT 3 MILES TO THE CAR-LOADING
 JP0367'BINS AND RAILROAD SIDING.  FROM HERE THE TRAM CAN BE SEEN TO
 JP0367'LEAD UP OVER THE RANGE TO THE W AND THE STATION CAN BE SEEN AS
 JP0367'THE FIRST PEAK TO THE RIGHT OF THE TRAM AS IT PASSES OVER THE
 JP0367'SUMMIT OF THE RANGE TO THE W.  PACK W ALONG THE TRAM TO THE
 JP0367'SUMMIT AND THEN TO THE RIGHT ABOUT 1/4 MILE TO THE FIRST PEAK
 JP0367'AND THE STATION.
 JP0367
 JP0367                          STATION RECOVERY (1952)
 JP0367
 JP0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JP0367'RECOVERED AS DESCRIBED BY USGS IN 1915.  DESCRIBED BY NGS IN 1944
 JP0367'IN DESCRIPTION LIST 38 114 3, STATION 1004.  THEIR DESCRIPTION
 JP0367'FOLLOWS.
 JP0367'
 JP0367'LOCATED ABOUT 15 MI NW. OF PIOCHE, 0.5 MI N. OF BRISTOL MINE,
 JP0367'ABOUT 0.25 MI N.OF AERIAL TRAM FROM BRISTOL MINE E. TO RR. SIDING
 JP0367'AND CAR-LOADING BINS.  ON DARK ROCKY PEAK NEAR NORTH END OF
 JP0367'BRISTOL RANGE.
 JP0367'
 JP0367'TO REACH FROM PIOCHE, GO 14.3 MI N. ON U.S. HWY. 93 TO RD. LEFT
 JP0367'TOWARD CAR-LOADING BINS FOR BRISTOL MINE.  TURN LEFT FOLLOWING
 JP0367'THIS RD. ALONG POWER TRANSMISSION LINE ABOUT 3 MI TO CAR-LOADING
 JP0367'BINS AND RR. SIDING.  FROM HERE TRAM CAN BE SEEN UP OVER RANGE TO
 JP0367'W. AND STATION CAN BE SEEN AS FIRST PEAK RIGHT OF TRAM AS IT
 JP0367'PASSES OVER SUMMIT OF RANGE W.  PACK W. ALONG TRAM TO SUMMIT THEN
 JP0367'RIGHT ABOUT 0.25 MI TO FIRST PEAK AND STATION.
 JP0367'
 JP0367'STATION MARK--STANDARD BM TABLET STAMPED---7890---, IN BEDROCK
 JP0367'ABOUT FLUSH WITH GROUND.
 JP0367'
 JP0367'RM 1--NGS BRONZE RM DISK STAMPED---JACKRABBIT USGS NO 1 1944---, IN
 JP0367'OUTCROPPING BEDROCK ABOUT 8 FT LOWER THAN STATION MARK.
 JP0367'
 JP0367'RM 2--NGS BRONZE RM DISK STAMPED---JACKRABBIT USGS NO 2 1944---, IN
 JP0367'BEDROCK ABOUT FLUSH WITH GROUND, ABOUT 2 FT LOWER THAN STATION
 JP0367'MARK.
 JP0367'
 JP0367'NOTE--A CHISELED CROSS IS ENE. OF STATION, ABOUT 7 FT LOWER, ON
 JP0367'SIDE OF SAME ROCK OUTCROP ON WHICH RM 1 IS LOCATED.  A CHISELED
 JP0367'CROSS IS S. OF STATION, ON OUTCROPPING BEDROCK ABOUT FLUSH WITH
 JP0367'GROUND, ABOUT 3 FT LOWER THAN STATION.
 JP0367
 JP0367                          STATION RECOVERY (1971)
 JP0367
 JP0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0367'RECOVERED AS DESCRIBED BY USGS AND NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0489 ***********************************************************************
 KQ0489  DESIGNATION -  JACKS
 KQ0489  PID         -  KQ0489
 KQ0489  STATE/COUNTY-  NV/EUREKA
 KQ0489  USGS QUAD   -  WHISTLER MTN (1986)
 KQ0489
 KQ0489                         *CURRENT SURVEY CONTROL
 KQ0489  ___________________________________________________________________
 KQ0489* NAD 83(1994)-  39 37 38.93168(N)    116 05 31.61112(W)     ADJUSTED  
 KQ0489* NAVD 88     -      2485.2    (meters)    8154.     (feet)  VERTCON   
 KQ0489  ___________________________________________________________________
 KQ0489  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 KQ0489  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 KQ0489
 KQ0489  HORZ ORDER  -  FIRST
 KQ0489
 KQ0489.The horizontal coordinates were established by classical geodetic methods
 KQ0489.and adjusted by the National Geodetic Survey in June 1998..
 KQ0489
 KQ0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0489
 KQ0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0489
 KQ0489.The geoid height was determined by GEOID03.
 KQ0489
 KQ0489;                    North         East     Units Scale Factor Converg.
 KQ0489;SPC NV E     - 8,541,379.081   156,322.330   MT  0.99992348   -0 19 28.2
 KQ0489;SPC NV E     -28,022,841.20    512,867.51   sFT  0.99992348   -0 19 28.2
 KQ0489;UTM  11      - 4,386,806.329   577,916.950   MT  0.99967474   +0 34 44.7
 KQ0489
 KQ0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0489!SPC NV E     -   0.99961349  x   0.99992348  =   0.99953700
 KQ0489!UTM  11      -   0.99961349  x   0.99967474  =   0.99928835
 KQ0489
 KQ0489|---------------------------------------------------------------------|
 KQ0489| PID    Reference Object                     Distance      Geod. Az  |
 KQ0489|                                                           dddmmss.s |
 KQ0489| DD6081 JACKS RM 2                            8.120 METERS 15306     |
 KQ0489| DD6079 JACKS AZ MK                                        2351407.4 |
 KQ0489| DD6080 JACKS RM 1                            9.315 METERS 35723     |
 KQ0489|---------------------------------------------------------------------|
 KQ0489
 KQ0489                          SUPERSEDED SURVEY CONTROL
 KQ0489
 KQ0489  NAD 83(1986)-  39 37 38.92870(N)    116 05 31.60902(W) AD(       ) 1
 KQ0489  NAD 27      -  39 37 39.19700(N)    116 05 28.37800(W) AD(       ) 1
 KQ0489  NGVD 29 (07/19/86) 2484.0    (m)         8150.     (f) VERT ANG       
 KQ0489
 KQ0489.Superseded values are not recommended for survey control.
 KQ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0489.See file dsdata.txt to determine how the superseded data were derived.
 KQ0489
 KQ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND7791786806(NAD 83)
 KQ0489_MARKER: DD = SURVEY DISK
 KQ0489_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0489_PROJECTION: FLUSH
 KQ0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0489+STABILITY: POSITION/ELEVATION WELL
 KQ0489
 KQ0489  HISTORY     - Date     Condition        Report By
 KQ0489  HISTORY     - 1954     MONUMENTED       CGS
 KQ0489  HISTORY     - 1955     GOOD             USGS
 KQ0489
 KQ0489                          STATION DESCRIPTION
 KQ0489
 KQ0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0489'THE STATION IS ON THE HIGHEST POINT OF A PROMINENT WOODED
 KQ0489'MOUNTAIN IN WHAT IS KNOWN AS WHISTLER MOUNTAIN AT THE SOUTHWEST
 KQ0489'SIDE OF DIAMOND VALLEY.  IT IS THE SECOND SHARP PEAK NORTH
 KQ0489'OF U.S. HIGHWAY 50 AND IS THE HIGHEST PEAK OF THE MOUNTAIN
 KQ0489'RANGE.  THE STATION IS ABOUT 10 MILES, AIRLINE, NORTHWEST OF
 KQ0489'EUREKA, 3 MILES NORTH OF U.S. HIGHWAY 50 AND 2.5 MILES WEST
 KQ0489'OF NEVADA STATE HIGHWAY 20.
 KQ0489'
 KQ0489'TO REACH THE STATION FROM THE COURTHOUSE IN EUREKA, GO WEST
 KQ0489'ON U.S. HIGHWAY 50 FOR 9.85 MILES TO A GRADED ROAD ON THE
 KQ0489'RIGHT, JUST BEFORE REACHING A CATTLE GUARD.  TURN RIGHT ON
 KQ0489'THE GRADED ROAD AND GO IN A WESTERLY DIRECTION 0.85 MILE TO A
 KQ0489'TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE
 KQ0489'TRACK ROAD 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT JUST
 KQ0489'AFTER CROSSING A DITCH.  CONTINUE NORTH ON THE TRACK ROAD
 KQ0489'0.2 MILE TO A FORK.  KEEP LEFT FORK, STRAIGHT AHEAD, AND GO
 KQ0489'0.35 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO EAST, A
 KQ0489'DISTANCE OF ABOUT 1.2 MILES, TO WHERE THE ROAD FADES OUT.
 KQ0489'FROM HERE TURN SOUTH, RIGHT, AND DRIVE UP ONTO A LOW RIDGE.
 KQ0489'TURN LEFT AND DRIVE EAST UP THE RIDGE AS FAR AS POSSIBLE.
 KQ0489'FROM HERE PACK EAST AND THEN SOUTH TO THE HIGHEST POINT
 KQ0489'AND THE STATION.
 KQ0489'
 KQ0489'THE STATION IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 KQ0489'BEDROCK THAT PROJECTS 3 INCHES.  IT IS STAMPED JACKS 1954.
 KQ0489'
 KQ0489'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KQ0489'IN BEDROCK THAT IS FLUSH WITH THE SURROUNDING SURFACE.  IT
 KQ0489'IS STAMPED JACKS NO 1 1954.
 KQ0489'
 KQ0489'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KQ0489'IN BEDROCK THAT PROJECTS 12 INCHES.  IT IS STAMPED JACKS
 KQ0489'NO 2 1954.
 KQ0489'
 KQ0489'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KQ0489'IN A BURIED BOULDER THAT IS 3 FEET LONG, 2 FEET WIDE AND
 KQ0489'PROJECTS 8 INCHES.  IT IS STAMPED JACKS 1954.  THE MARK IS
 KQ0489'10 FEET EAST OF A TRACK ROAD, THE ROAD LEADING TO THE STATION,
 KQ0489'AND 5 FEET NORTH OF A WHITE WITNESS POST.  THE AZIMUTH MARK
 KQ0489'IS REACHED ON THE WAY TO THE STATION.
 KQ0489'
 KQ0489'IT IS ABOUT AN HOUR PACK TO THE STATION.
 KQ0489
 KQ0489                          STATION RECOVERY (1955)
 KQ0489
 KQ0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KQ0489'RECOVERED AS DESCRIBED BY NGS IN 1940 IN DESCRIPTION LIST 39 116 1,
 KQ0489'STATION 1007.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0876 ***********************************************************************
 MT0876  DESIGNATION -  JACKS
 MT0876  PID         -  MT0876
 MT0876  STATE/COUNTY-  NV/ELKO
 MT0876  USGS QUAD   -  MC AFEE PEAK (1986)
 MT0876
 MT0876                         *CURRENT SURVEY CONTROL
 MT0876  ___________________________________________________________________
 MT0876* NAD 83(1994)-  41 31 17.97359(N)    115 58 24.41765(W)     ADJUSTED  
 MT0876* NAVD 88     -      3182.8    (meters)   10442.     (feet)  VERTCON   
 MT0876  ___________________________________________________________________
 MT0876  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 MT0876  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 MT0876
 MT0876  HORZ ORDER  -  THIRD
 MT0876
 MT0876.The horizontal coordinates were established by classical geodetic methods
 MT0876.and adjusted by the National Geodetic Survey in June 1998..
 MT0876
 MT0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0876
 MT0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0876
 MT0876.The geoid height was determined by GEOID03.
 MT0876
 MT0876;                    North         East     Units Scale Factor Converg.
 MT0876;SPC NV E     - 8,751,648.216   167,440.888   MT  0.99991304   -0 15 31.0
 MT0876;SPC NV E     -28,712,699.19    549,345.65   sFT  0.99991304   -0 15 31.0
 MT0876;UTM  11      - 4,597,177.495   585,650.772   MT  0.99969028   +0 40 50.0
 MT0876
 MT0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0876!SPC NV E     -   0.99950368  x   0.99991304  =   0.99941676
 MT0876!UTM  11      -   0.99950368  x   0.99969028  =   0.99919411
 MT0876
 MT0876|---------------------------------------------------------------------|
 MT0876| PID    Reference Object                     Distance      Geod. Az  |
 MT0876|                                                           dddmmss.s |
 MT0876| CS8465 JACKS RM 2                            7.111 METERS 01532     |
 MT0876| CS8466 CAIRN AT JACKS                        1.378 METERS 17142     |
 MT0876| CS8464 JACKS RM 1                            1.692 METERS 30650     |
 MT0876|---------------------------------------------------------------------|
 MT0876
 MT0876                          SUPERSEDED SURVEY CONTROL
 MT0876
 MT0876  NAD 83(1986)-  41 31 17.97795(N)    115 58 24.40866(W) AD(       ) 3
 MT0876  NGVD 29 (11/02/93) 3181.4    (m)        10438.     (f) VERT ANG       
 MT0876
 MT0876.Superseded values are not recommended for survey control.
 MT0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0876.See file dsdata.txt to determine how the superseded data were derived.
 MT0876
 MT0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF8565197177(NAD 83)
 MT0876_MARKER: DS = TRIANGULATION STATION DISK
 MT0876_SETTING: 66 = SET IN ROCK OUTCROP
 MT0876_SP_SET: SET IN ROCK OUTCROP
 MT0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0876+STABILITY: POSITION/ELEVATION WELL
 MT0876
 MT0876  HISTORY     - Date     Condition        Report By
 MT0876  HISTORY     - 1937     MONUMENTED       USGS
 MT0876  HISTORY     - 1955     GOOD             USGS
 MT0876  HISTORY     - 1970     GOOD             USGS
 MT0876
 MT0876                          STATION DESCRIPTION
 MT0876
 MT0876'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 MT0876'LOCATED 21 MI S. AND 0.5 MI E. OF MOUNTAIN CITY.  ON TOP OF NORTH
 MT0876'AND HIGHEST ONE OF SEVERAL PEAKS, ON DIVIDE BETWEEN NORTH FORK
 MT0876'HUMBOLDT RIVER AND JACKS CREEK.
 MT0876'
 MT0876'TO REACH FROM GOLD CREEK RANGER STATION ON NORTH FORK RD., GO
 MT0876'15.2 MI S., 4.7 MI S. OF HOT CREEK RANCH BUILDINGS, 110 YARDS S.
 MT0876'OF HOUSE WITH GREEN ROOF, AT SOUTHEAST FENCE CORNER.  THEN ABOUT
 MT0876'2.5 MI SW. ON T-RD. TO RD. UP NORTH FORK HUMBOLDT RIVER.  TURN
 MT0876'RIGHT ABOUT 7.0 MI NW. TO SADDLE AT HEAD OF JACKS CREEK AND NORTH
 MT0876'FORK HUMBOLDT (AT TABLET PAINTED 7833.0 ON SOUTHEAST SIDE OF
 MT0876'RD.).  WALK ABOUT 1.0 MI TO FIRST SADDLE E. ON DIVIDE.  GO ABOUT
 MT0876'1.1 MI SE. ACROSS EVEN SLOPE COVERED WITH FIR TIMBER TO POINT AT
 MT0876'EAST EDGE OF AND ABOVE ROCK PINNACLE.  TURN LEFT UP RIDGE ABOUT
 MT0876'0.3 MI E. TO TOP OF MAIN DIVIDE.  THEN RIGHT ABOUT 0.4 MI SE. ON
 MT0876'TOP OF RIDGE TO STATION.
 MT0876'
 MT0876'STATION MARK--STANDARD TABLET STAMPED---JACKS 1937---, CEMENTED IN
 MT0876'ROCK OUTCROP 0.1 FT BELOW SURFACE.
 MT0876'
 MT0876'RM 1--STANDARD RM TABLET STAMPED---1---, CEMENTED IN LARGE ROCK IN
 MT0876'PLACE, ABOUT 2 FT LOWER THAN STATION MARK.
 MT0876'
 MT0876'RM 2--STANDARD RM TABLET STAMPED---2---, CEMENTED IN TOP OF LARGE
 MT0876'ROCK PROJECTING 18 INCHES, ABOUT 2.2 FT LOWER THAN STATION MARK.
 MT0876
 MT0876                          STATION RECOVERY (1955)
 MT0876
 MT0876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MT0876'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 MT0876
 MT0876                          STATION RECOVERY (1970)
 MT0876
 MT0876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MT0876'RECOVERED AS DESCRIBED BY USGS.  STATION REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0301 ***********************************************************************
 MV0301  DESIGNATION -  JACKSON
 MV0301  PID         -  MV0301
 MV0301  STATE/COUNTY-  NV/HUMBOLDT
 MV0301  USGS QUAD   -  DEER CREEK PEAK (1990)
 MV0301
 MV0301                         *CURRENT SURVEY CONTROL
 MV0301  ___________________________________________________________________
 MV0301* NAD 83(1994)-  41 28 13.72919(N)    118 27 00.75560(W)     ADJUSTED  
 MV0301* NAVD 88     -      2021.3    (meters)    6632.     (feet)  VERTCON   
 MV0301  ___________________________________________________________________
 MV0301  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 MV0301  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 MV0301
 MV0301  HORZ ORDER  -  FIRST
 MV0301
 MV0301.The horizontal coordinates were established by classical geodetic methods
 MV0301.and adjusted by the National Geodetic Survey in June 1998..
 MV0301
 MV0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0301
 MV0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0301
 MV0301.The geoid height was determined by GEOID03.
 MV0301
 MV0301;                    North         East     Units Scale Factor Converg.
 MV0301;SPC NV W     - 4,745,899.740   811,119.233   MT  0.99990152   +0 05 17.4
 MV0301;SPC NV W     -15,570,506.06  2,661,147.02   sFT  0.99990152   +0 05 17.4
 MV0301;UTM  11      - 4,592,001.981   378,904.902   MT  0.99978046   -0 57 37.8
 MV0301
 MV0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0301!SPC NV W     -   0.99968626  x   0.99990152  =   0.99958781
 MV0301!UTM  11      -   0.99968626  x   0.99978046  =   0.99946679
 MV0301
 MV0301:                Primary Azimuth Mark                     Grid Az
 MV0301:SPC NV W     -  DISASTER PEAK CAIRN                      021 12 43.4
 MV0301:UTM  11      -  DISASTER PEAK CAIRN                      022 15 38.6
 MV0301
 MV0301|---------------------------------------------------------------------|
 MV0301| PID    Reference Object                     Distance      Geod. Az  |
 MV0301|                                                           dddmmss.s |
 MV0301| CD6399 DISASTER PEAK CAIRN                                0211800.8 |
 MV0301| CD7710 JACKSON RM 1                         16.901 METERS 20226     |
 MV0301| CD7711 JACKSON RM 2                          9.802 METERS 28654     |
 MV0301| CD7709 JACKSON AZ MK                                      3364522.0 |
 MV0301|---------------------------------------------------------------------|
 MV0301
 MV0301                          SUPERSEDED SURVEY CONTROL
 MV0301
 MV0301  NAD 83(1986)-  41 28 13.73692(N)    118 27 00.75613(W) AD(       ) 1
 MV0301  NAD 27      -  41 28 14.09700(N)    118 26 57.17800(W) AD(       ) 1
 MV0301  NGVD 29 (11/16/90) 2020.2    (m)         6628.     (f) VERT ANG       
 MV0301
 MV0301.Superseded values are not recommended for survey control.
 MV0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0301.See file dsdata.txt to determine how the superseded data were derived.
 MV0301
 MV0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF7890592002(NAD 83)
 MV0301_MARKER: DS = TRIANGULATION STATION DISK
 MV0301_SETTING: 66 = SET IN ROCK OUTCROP
 MV0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0301+STABILITY: POSITION/ELEVATION WELL
 MV0301
 MV0301  HISTORY     - Date     Condition        Report By
 MV0301  HISTORY     - 1935     MONUMENTED       CGS
 MV0301  HISTORY     - 1960     GOOD             USGS
 MV0301  HISTORY     - 1964     GOOD             USGS
 MV0301  HISTORY     - 1976     GOOD             NGS
 MV0301
 MV0301                          STATION DESCRIPTION
 MV0301
 MV0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 MV0301'STATION IS ON A PROMINENT DOUBLE TOP PEAK AT THE N END OF THE
 MV0301'JACKSON RANGE.  IT IS 7 MILES S OF QUINN RIVER CROSSING AND
 MV0301'ABOUT 3 MILES W OF THE WINNEMUCCA HIGHWAY.  STATION IS 100
 MV0301'FEET W OF THE HIGHEST POINT OF THE MOUNTAIN IN A SMALL FLAT
 MV0301'AREA.  THE MOUNTAIN IS THE HIGHEST POINT OF THE RANGE WHICH
 MV0301'RUNS N FROM THE MAIN JACKSON RANGE, AND IS ABOUT 1/4 MILE S
 MV0301'OF A SHARP PEAK WHICH IS COVERED WITH SCRUB TIMBER.
 MV0301'
 MV0301'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 MV0301'IN OUTCROPPING BEDROCK.  REFERENCE
 MV0301'AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING
 MV0301'BEDROCK.
 MV0301'
 MV0301'TO REACH FROM QUINN RIVER CROSSING GO S ON THE WINNEMUCCA
 MV0301'HIGHWAY 7.5 MILES TO A DIM TRACK ROAD TURNING BACK SHARP TO THE
 MV0301'RIGHT.  TURN RIGHT ON THIS ROAD AND GO 0.6 MILE TO A WINDMILL
 MV0301'AND WATER TROUGHS.  CONTINUE W ON THE TRACK ROAD FOR 1.6 MILES.
 MV0301'TURN LEFT AND GO SW 0.4 MILE TO THE END OF TRUCK TRAVEL AT
 MV0301'AN OLD SPRING.  FOLLOW UP THE RIDGE ON THE S SIDE OF THE CANYON
 MV0301'SW ABOUT 1 MILE TO THE STATION.  A 1 HOUR PACK.
 MV0301'
 MV0301'AZIMUTH MARK IS 1/4 MILE N ON THE HIGHEST POINT OF THE ROCKY PEAK.
 MV0301'
 MV0301'DISASTER PEAK HAS A SMALL CAIRN ON THE HIGHEST POINT AND IS A
 MV0301'GOOD AZIMUTH.
 MV0301
 MV0301                          STATION RECOVERY (1960)
 MV0301
 MV0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MV0301'RECOVERED AS DESCRIBED.
 MV0301
 MV0301                          STATION RECOVERY (1964)
 MV0301
 MV0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MV0301'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41118-2 STATION 1006. NEW
 MV0301'TO REACH FOLLOWS-- FROM JUNCTION OF US HIGHWAY 95 AND STATE HIGHWAY
 MV0301'8A, 31.8 MI. N OF WINNEMUCCA,GO W ON 8A FOR 26.3 MI. TO T-RD S, TURN
 MV0301'LEFT AND GO S 1 MI. TO CROSSROAD, TURN RIGHT AND GO 5.8 MI ALONG
 MV0301'GRAVEL RD TO FIELD RD LEFT, TURN LEFT AND GO 2.3 MI TO RD FORK, TURN
 MV0301'RIGHT AND GO 2.5 MI. TO SADDLE---4-WHEEL DRIVE NECESSARY FOR LAST 2.5
 MV0301'MI.---.  LEAVE TRUCK AND HIKE S CLIMBING GRADUALLY TO THIRD TOP AND
 MV0301'STATION. A 30 MIN.PACK. STATION MARK--STANDARD DISC WEDGED IN A DRILL
 MV0301'HOLE IN OUTCROPPING BEDROCK.
 MV0301
 MV0301                          STATION RECOVERY (1976)
 MV0301
 MV0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WFP)
 MV0301'THE STATION MARK, RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION AS
 MV0301'DESCRIBED IN 1935.  THE AZIMUTH MARK WAS NOT VISITED AT THIS TIME.
 MV0301'
 MV0301'THE ORIGINAL TO REACH IS ADEQUATE TO REACH THE STATION, HOWEVER, THIS
 MV0301'PARTY FOUND THE PACK TO BE ABOUT 1-1/2 HOURS.
 MV0301'
 MV0301'THIS STATION WAS USED AS A CHECK ANGLE FOR RATTLESNAKE 1935.
 MV0301'
 MV0301'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--35 MILES SOUTH OF
 MV0301'DENIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0467 ***********************************************************************
 KP0467  DESIGNATION -  JAKE
 KP0467  PID         -  KP0467
 KP0467  STATE/COUNTY-  NV/WHITE PINE
 KP0467  USGS QUAD   -  WALDY POND (1990)
 KP0467
 KP0467                         *CURRENT SURVEY CONTROL
 KP0467  ___________________________________________________________________
 KP0467* NAD 83(1994)-  39 15 13.85777(N)    115 14 51.47252(W)     ADJUSTED  
 KP0467* NAVD 88     -      1920.3    (meters)    6300.     (feet)  VERTCON   
 KP0467  ___________________________________________________________________
 KP0467  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 KP0467  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 KP0467
 KP0467  HORZ ORDER  -  THIRD
 KP0467
 KP0467.The horizontal coordinates were established by classical geodetic methods
 KP0467.and adjusted by the National Geodetic Survey in June 1998..
 KP0467
 KP0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0467
 KP0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0467
 KP0467.The geoid height was determined by GEOID03.
 KP0467
 KP0467;                    North         East     Units Scale Factor Converg.
 KP0467;SPC NV E     - 8,499,831.207   228,973.602   MT  0.99991033   +0 12 44.7
 KP0467;SPC NV E     -27,886,529.55    751,224.23   sFT  0.99991033   +0 12 44.7
 KP0467;UTM  11      - 4,346,410.465   651,201.738   MT  0.99988150   +1 06 32.5
 KP0467
 KP0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0467!SPC NV E     -   0.99970206  x   0.99991033  =   0.99961242
 KP0467!UTM  11      -   0.99970206  x   0.99988150  =   0.99958360
 KP0467
 KP0467|---------------------------------------------------------------------|
 KP0467| PID    Reference Object                     Distance      Geod. Az  |
 KP0467|                                                           dddmmss.s |
 KP0467| CS8738 JAKE RM 1                             5.142 METERS 03145     |
 KP0467| CS8739 JAKE RM 2                             4.343 METERS 12717     |
 KP0467|---------------------------------------------------------------------|
 KP0467
 KP0467                          SUPERSEDED SURVEY CONTROL
 KP0467
 KP0467  NAD 83(1994)-  39 15 13.85293(N)    115 14 51.47048(W) AD(       ) 3
 KP0467  NAD 83(1986)-  39 15 13.85293(N)    115 14 51.47030(W) AD(       ) 3
 KP0467  NGVD 29 (01/04/94) 1919.0    (m)         6296.     (f) VERT ANG       
 KP0467
 KP0467.Superseded values are not recommended for survey control.
 KP0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0467.See file dsdata.txt to determine how the superseded data were derived.
 KP0467
 KP0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD5120246410(NAD 83)
 KP0467_MARKER: DS = TRIANGULATION STATION DISK
 KP0467_SETTING: 80 = SET IN A BOULDER
 KP0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0467+STABILITY: SURFACE MOTION
 KP0467
 KP0467  HISTORY     - Date     Condition        Report By
 KP0467  HISTORY     - 1947     MONUMENTED       USGS
 KP0467  HISTORY     - 1957     GOOD             USGS
 KP0467
 KP0467                          STATION DESCRIPTION
 KP0467
 KP0467'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 KP0467'LOCATED ABOUT 8.0 MI S. OF U.S. HWY. 50, 2.2 MI E. OF
 KP0467'ILLIPAH-ELLISON CREEK RD.  AT SOUTH-SOUTHEAST EDGE OF GRASSY AREA
 KP0467'IN BOTTOM OF JAKE VALLEY, 25 FT NW. OF DRAINAGE CHANNEL.
 KP0467'
 KP0467'TO REACH FROM MOORMAN RANCH ON U.S. HWY. 50, DRIVE 8.3 MI S. ON
 KP0467'ELLISON CREEK RD.  TURN LEFT AT RIGHT ANGLE TO RD. AND DRIVE
 KP0467'ACROSS FLAT 2.2 MI TO STATION.
 KP0467'
 KP0467'STATION MARK--STANDARD TABLET STAMPED---JAKE 1947---, IN TOP OF
 KP0467'LARGE BOULDER.
 KP0467'
 KP0467'RM 1--STANDARD RM TABLET STAMPED---JAKE NO 1---, IN TOP OF BOULDER.
 KP0467'
 KP0467'RM 2--COPPER NAIL AND WASHER IN TOP OF 4X4 POST.
 KP0467
 KP0467                          STATION RECOVERY (1957)
 KP0467
 KP0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KP0467'RECOVERED AS DESCRIBED BY USGS IN 1947.  ALL MARKS IN GOOD
 KP0467'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0409 ***********************************************************************
 JP0409  DESIGNATION -  JAM
 JP0409  PID         -  JP0409
 JP0409  STATE/COUNTY-  NV/NYE
 JP0409  USGS QUAD   -  SAND SPRING (1968)
 JP0409
 JP0409                         *CURRENT SURVEY CONTROL
 JP0409  ___________________________________________________________________
 JP0409* NAD 83(1994)-  38 52 00.47658(N)    115 48 49.73901(W)     ADJUSTED  
 JP0409* NAVD 88     -      2434.5    (meters)    7987.     (feet)  VERTCON   
 JP0409  ___________________________________________________________________
 JP0409  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 JP0409  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 JP0409
 JP0409  HORZ ORDER  -  SECOND
 JP0409
 JP0409.The horizontal coordinates were established by classical geodetic methods
 JP0409.and adjusted by the National Geodetic Survey in June 1998..
 JP0409
 JP0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0409
 JP0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0409
 JP0409.The geoid height was determined by GEOID03.
 JP0409
 JP0409;                    North         East     Units Scale Factor Converg.
 JP0409;SPC NV C     - 6,457,158.436   574,010.858   MT  0.99996743   +0 32 06.7
 JP0409;SPC NV C     -21,184,860.64  1,883,233.96   sFT  0.99996743   +0 32 06.7
 JP0409;SPC NV E     - 8,456,838.016   179,998.689   MT  0.99990492   -0 08 40.7
 JP0409;SPC NV E     -27,745,476.06    590,545.70   sFT  0.99990492   -0 08 40.7
 JP0409;UTM  11      - 4,302,663.803   602,907.602   MT  0.99973040   +0 44 39.9
 JP0409
 JP0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0409!SPC NV C     -   0.99962165  x   0.99996743  =   0.99958910
 JP0409!SPC NV E     -   0.99962165  x   0.99990492  =   0.99952661
 JP0409!UTM  11      -   0.99962165  x   0.99973040  =   0.99935216
 JP0409
 JP0409|---------------------------------------------------------------------|
 JP0409| PID    Reference Object                     Distance      Geod. Az  |
 JP0409|                                                           dddmmss.s |
 JP0409| DD6082 JAM RM 1                              5.450 METERS 20740     |
 JP0409| JQ0554 FLORIO                              APPROX.23.9 KM 2413557.0 |
 JP0409| DD6083 JAM RM 2                              6.782 METERS 31713     |
 JP0409|---------------------------------------------------------------------|
 JP0409
 JP0409                          SUPERSEDED SURVEY CONTROL
 JP0409
 JP0409  NAD 83(1986)-  38 52 00.47236(N)    115 48 49.73893(W) AD(       ) 2
 JP0409  NAD 27      -  38 52 00.71553(N)    115 48 46.58414(W) AD(       ) 2
 JP0409  NGVD 29 (07/19/86) 2433.2    (m)         7983.     (f) VERT ANG       
 JP0409
 JP0409.Superseded values are not recommended for survey control.
 JP0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0409.See file dsdata.txt to determine how the superseded data were derived.
 JP0409
 JP0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD0290802664(NAD 83)
 JP0409_MARKER: DD = SURVEY DISK
 JP0409_SETTING: 66 = SET IN ROCK OUTCROP
 JP0409
 JP0409  HISTORY     - Date     Condition        Report By
 JP0409  HISTORY     - 1967     MONUMENTED       USGS
 JP0409
 JP0409                          STATION DESCRIPTION
 JP0409
 JP0409'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (WAO)
 JP0409'LOCATED ABOUT 20 MI. NW. OF CURRANT.  ABOUT 8 MI. WSW. OF
 JP0409'DUCKWATER.  ON THE HIGHEST AND MOST PROMINENT POINT NEAR THE
 JP0409'S. END OF A N.-S. RIDGE.
 JP0409'
 JP0409'REACHED BY HELICOPTER.
 JP0409'
 JP0409'STATION MARK--A STANDARD TABLET STAMPED JAM 1963 CEMENTED IN
 JP0409'OUTCROPPING BEDROCK ON THE HIGHEST POINT.
 JP0409'
 JP0409'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 JP0409'NO 1 1963 CEMENTED IN OUTCROPPING BEDROCK.
 JP0409'
 JP0409'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 JP0409'NO 2 1963 CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0521 ***********************************************************************
 MV0521  DESIGNATION -  JAN
 MV0521  PID         -  MV0521
 MV0521  STATE/COUNTY-  NV/HUMBOLDT
 MV0521  USGS QUAD   -  KINGS RIVER RANCH (1990)
 MV0521
 MV0521                         *CURRENT SURVEY CONTROL
 MV0521  ___________________________________________________________________
 MV0521* NAD 83(1994)-  41 49 11.72971(N)    118 21 54.03253(W)     ADJUSTED  
 MV0521* NAVD 88     -      2279.4    (meters)    7478.     (feet)  VERTCON   
 MV0521  ___________________________________________________________________
 MV0521  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 MV0521  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 MV0521
 MV0521  HORZ ORDER  -  THIRD
 MV0521
 MV0521.The horizontal coordinates were established by classical geodetic methods
 MV0521.and adjusted by the National Geodetic Survey in June 1998..
 MV0521
 MV0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0521
 MV0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0521
 MV0521.The geoid height was determined by GEOID03.
 MV0521
 MV0521;                    North         East     Units Scale Factor Converg.
 MV0521;SPC NV W     - 4,784,721.898   818,137.433   MT  0.99990405   +0 08 44.1
 MV0521;SPC NV W     -15,697,875.09  2,684,172.56   sFT  0.99990405   +0 08 44.1
 MV0521;UTM  11      - 4,630,683.544   386,633.828   MT  0.99975815   -0 54 37.0
 MV0521
 MV0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0521!SPC NV W     -   0.99964570  x   0.99990405  =   0.99954979
 MV0521!UTM  11      -   0.99964570  x   0.99975815  =   0.99940394
 MV0521
 MV0521|---------------------------------------------------------------------|
 MV0521| PID    Reference Object                     Distance      Geod. Az  |
 MV0521|                                                           dddmmss.s |
 MV0521| CS8516 JAN RM 2                              6.105 METERS 11937     |
 MV0521| CS8515 JAN RM 1                              7.449 METERS 32818     |
 MV0521|---------------------------------------------------------------------|
 MV0521
 MV0521                          SUPERSEDED SURVEY CONTROL
 MV0521
 MV0521  NAD 83(1991)-  41 49 11.73076(N)    118 21 54.03203(W) AD(       ) 3
 MV0521  NGVD 29 (11/09/93) 2278.1    (m)         7474.     (f) VERT ANG       
 MV0521
 MV0521.Superseded values are not recommended for survey control.
 MV0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0521.See file dsdata.txt to determine how the superseded data were derived.
 MV0521
 MV0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG8663430684(NAD 83)
 MV0521_MARKER: DD = SURVEY DISK
 MV0521_SETTING: 80 = SET IN A BOULDER
 MV0521_SP_SET: SET IN DRILL HOLE IN A BOULDER
 MV0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0521+STABILITY: SURFACE MOTION
 MV0521
 MV0521  HISTORY     - Date     Condition        Report By
 MV0521  HISTORY     - 1960     MONUMENTED       USGS
 MV0521
 MV0521                          STATION DESCRIPTION
 MV0521
 MV0521'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MV0521'LOCATED ABOUT 10 MI NW. OF NINE MILE RANCH, 5.5 MI SW. OF KINGS
 MV0521'RANCH, ABOUT 3 MI S. OF HEAD OF HOUSE CREEK.  ON SMALL TOP THAT
 MV0521'OVERLOOKS KINGS RIVER VALLEY TO E. AND BORDERED BY BILK CREEK ON
 MV0521'W.
 MV0521'
 MV0521'STATION REACHED BY HELICOPTER.
 MV0521'
 MV0521'STATION MARK--STANDARD TABLET STAMPED---JAN 1960---, CEMENTED IN
 MV0521'DRILL HOLE IN TOP OF ROCK IN PLACE, 1 FT LOWER THAN HIGHEST PART
 MV0521'OF TOP 6 FT TO S.
 MV0521'
 MV0521'RM 1--STANDARD RM TABLET STAMPED---NO 1 1960---, CEMENTED IN DRILL
 MV0521'HOLE IN TOP OF ROCK OUTCROP, 6.7 FT LOWER THAN STATION MARK.
 MV0521'
 MV0521'RM 2--STANDARD RM TABLET STAMPED---NO 2 1960---, CEMENTED IN DRILL
 MV0521'HOLE IN TOP OF LARGE ROCK, 1.8 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0806 ***********************************************************************
 MT0806  DESIGNATION -  JARBIDGE
 MT0806  PID         -  MT0806
 MT0806  STATE/COUNTY-  NV/ELKO
 MT0806  USGS QUAD   -  JARBIDGE SOUTH (1986)
 MT0806
 MT0806                         *CURRENT SURVEY CONTROL
 MT0806  ___________________________________________________________________
 MT0806* NAD 83(1994)-  41 50 25.07965(N)    115 23 25.04960(W)     ADJUSTED  
 MT0806* NAVD 88     -      3291.4    (meters)   10799.     (feet)  VERTCON   
 MT0806  ___________________________________________________________________
 MT0806  LAPLACE CORR-           6.87  (seconds)                    DEFLEC99
 MT0806  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 MT0806
 MT0806  HORZ ORDER  -  FIRST
 MT0806
 MT0806.The horizontal coordinates were established by classical geodetic methods
 MT0806.and adjusted by the National Geodetic Survey in June 1998..
 MT0806
 MT0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0806
 MT0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0806
 MT0806.The geoid height was determined by GEOID03.
 MT0806
 MT0806;                    North         East     Units Scale Factor Converg.
 MT0806;SPC NV E     - 8,786,979.695   216,031.986   MT  0.99990316   +0 07 43.6
 MT0806;SPC NV E     -28,828,615.88    708,764.94   sFT  0.99990316   +0 07 43.6
 MT0806;UTM  11      - 4,633,297.652   633,647.005   MT  0.99981979   +1 04 26.1
 MT0806
 MT0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0806!SPC NV E     -   0.99948648  x   0.99990316  =   0.99938969
 MT0806!UTM  11      -   0.99948648  x   0.99981979  =   0.99930636
 MT0806
 MT0806|---------------------------------------------------------------------|
 MT0806| PID    Reference Object                     Distance      Geod. Az  |
 MT0806|                                                           dddmmss.s |
 MT0806| DD6085 JARBIDGE RM 1                        14.845 METERS 06001     |
 MT0806| DD6086 JARBIDGE RM 2                         5.563 METERS 23610     |
 MT0806| DD6084 JARBIDGE AZ MK                                     2800713.4 |
 MT0806|---------------------------------------------------------------------|
 MT0806
 MT0806                          SUPERSEDED SURVEY CONTROL
 MT0806
 MT0806  NAD 83(1994)-  41 50 25.07495(N)    115 23 25.04406(W) AD(       ) 1
 MT0806  NAD 83(1986)-  41 50 25.07468(N)    115 23 25.04470(W) AD(       ) 1
 MT0806  NAD 27      -  41 50 25.41652(N)    115 23 21.78984(W) AD(       ) 1
 MT0806  NGVD 29 (07/19/86) 3290.0    (m)        10794.     (f) VERT ANG       
 MT0806
 MT0806.Superseded values are not recommended for survey control.
 MT0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0806.See file dsdata.txt to determine how the superseded data were derived.
 MT0806
 MT0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG3364733298(NAD 83)
 MT0806_MARKER: DS = TRIANGULATION STATION DISK
 MT0806_SETTING: 66 = SET IN ROCK OUTCROP
 MT0806_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 MT0806
 MT0806  HISTORY     - Date     Condition        Report By
 MT0806  HISTORY     - 1948     MONUMENTED       CGS
 MT0806  HISTORY     - 1968     SEE DESCRIPTION  USGS
 MT0806
 MT0806                          STATION DESCRIPTION
 MT0806
 MT0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 MT0806'THE STATION IS ON THE SUMMIT OF JARBIDGE PEAK, THE HIGHEST
 MT0806'PEAK ON THE NORTHERN END OF JARBIDGE RANGE.  IT IS 3 MILES,
 MT0806'AIRLINE, SOUTHEAST OF THE TOWN OF JARBIDGE AND 2 MILES EAST
 MT0806'OF THE JARBIDGE-DEETH ROAD.
 MT0806'
 MT0806'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 MT0806'IN BEDROCK 10 INCHES BELOW THE SURFACE OF THE GROUND, IS STAMPED
 MT0806'JARBIDGE 1947.  IT IS ON THE HIGHEST POINT OF THE PEAK,
 MT0806'8.2 FEET SOUTHEAST OF THE CENTER OF THE CAIRN.
 MT0806'
 MT0806'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE
 MT0806'IN A MASS OF BEDROCK, 2 FEET LONG, 1-1/2 FEET WIDE, PROJECTING
 MT0806'10 INCHES ABOVE THE SURFACE OF THE GROUND, IS STAMPED JARBIDGE
 MT0806'NO 1 1947.  IT IS 1 FOOT EAST OF A SMALL ROCK CAIRN AND ABOUT
 MT0806'5 FEET LOWER THAN THE STATION.
 MT0806'
 MT0806'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL
 MT0806'HOLE IN THE TOP OF A 3 BY 3 FOOT MASS OF OUTCROPPING BEDROCK,
 MT0806'2-1/2 FEET LOWER THAN THE STATION, IS STAMPED JARBIDGE NO
 MT0806'2 1947.  IT IS 1 FOOT EAST OF A SMALL ROCK CAIRN.
 MT0806'
 MT0806'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN THE TOP OF A
 MT0806'HUGE MASS OF OUTCROPPING BEDROCK, PROJECTING 30 FEET ON THE EAST
 MT0806'SIDE, 10 FEET ON THE NORTH, 25 FEET ON THE SOUTH, AND 1 FOOT
 MT0806'ON THE WEST, IS ON THE NORTH SIDE OF A DRAW ABOUT 100 FEET
 MT0806'HIGHER THAN THE ROAD AND IS STAMPED JARBIDGE 1947.  IT IS
 MT0806'100 YARDS NORTHWEST OF A CABIN, AND 150 YARDS NORTHWEST OF THE
 MT0806'JUNCTION OF THE JARBIDGE-DEETH ROAD WITH THE CANYON ROAD.
 MT0806'
 MT0806'TO REACH THE STATION FROM THE SCHOOL HOUSE IN JARBIDGE GO
 MT0806'SOUTH ON THE MAIN TRAVELED ROAD (JARBIDGE-DEETH ROAD) FOR
 MT0806'2.0 MILES TO A REVERSE Y.  AND SIGN CHARLESTON 23 M, ELKO 152 M.
 MT0806'KEEP STRAIGHT AHEAD SOUTH ON THE CANYON ROAD FOR 0.2 MILE TO
 MT0806'A FORK.  TAKE THE LEFT ROAD UP GRADE ON A GRADED ROAD WHICH HAS
 MT0806'A NUMBER OF SWITCH-BACKS AND GO 2.25 MILES TO A REVERSE Y FORK.
 MT0806'TURN BACK SHARP RIGHT AND GO 0.35 MILE TO THE END OF TRUCK
 MT0806'TRAVEL AT AN OLD ABANDONED MINE SHED.  FROM HERE PACK AROUND
 MT0806'THE RIGHT SIDE OF THE RIDGE ON A WELL DEFINED TRAIL FOR ABOUT
 MT0806'1 MILE.  TURN LEFT AND GO UP THE RIDGE NORTHEAST TO ITS TOP,
 MT0806'THENCE FOLLOW THE TOP OF THE RIDGE EASTERLY TO THE HIGHEST
 MT0806'POINT AND STATION.  A 4 HOUR PACK.
 MT0806
 MT0806                          STATION RECOVERY (1968)
 MT0806
 MT0806'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0806'THE STATION MARK WAS FOUND DESTROYED.  REFERENCE MARKS 1 AND
 MT0806'2 WERE FOUND IN GOOD CONDITION.  THE USGS CAIRN JARBRIDGE RS
 MT0806'1939 AND TWO 1939 USGS REFERENCE MARKS WERE RECOVERED IN GOOD
 MT0806'CONDITION.  THE USGS STATION MARK WAS STILL SOLIDLY CEMENTED
 MT0806'IN A MASS OF CONCRETE AND ROCK, HAVING BEEN PROTECTED FROM THE
 MT0806'ELEMENTS BY THE CAIRN.  ONE HUNDRED AND FORTY POUNDS OF CEMENT
 MT0806'MIX WAS ADDED TO THE MASS TO FURTHER PRESERVE THE MARKER.
 MT0806'THE USGS MARKER WAS OCCUPIED AT THIS TIME.  (JULY 1968).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0807 ***********************************************************************
 MT0807  DESIGNATION -  JARBIDGE RS
 MT0807  PID         -  MT0807
 MT0807  STATE/COUNTY-  NV/ELKO
 MT0807  USGS QUAD   -  JARBIDGE SOUTH (1986)
 MT0807
 MT0807                         *CURRENT SURVEY CONTROL
 MT0807  ___________________________________________________________________
 MT0807* NAD 83(1994)-  41 50 25.12303(N)    115 23 25.12686(W)     ADJUSTED  
 MT0807* NAVD 88     -      3291.2    (meters)   10798.     (feet)  VERTCON   
 MT0807  ___________________________________________________________________
 MT0807  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 MT0807  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 MT0807
 MT0807  HORZ ORDER  -  SECOND
 MT0807
 MT0807.The horizontal coordinates were established by classical geodetic methods
 MT0807.and adjusted by the National Geodetic Survey in June 1998..
 MT0807
 MT0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0807
 MT0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0807
 MT0807.The geoid height was determined by GEOID03.
 MT0807
 MT0807;                    North         East     Units Scale Factor Converg.
 MT0807;SPC NV E     - 8,786,981.029   216,030.201   MT  0.99990316   +0 07 43.5
 MT0807;SPC NV E     -28,828,620.26    708,759.08   sFT  0.99990316   +0 07 43.5
 MT0807;UTM  11      - 4,633,298.956   633,645.198   MT  0.99981979   +1 04 26.1
 MT0807
 MT0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0807!SPC NV E     -   0.99948651  x   0.99990316  =   0.99938972
 MT0807!UTM  11      -   0.99948651  x   0.99981979  =   0.99930639
 MT0807
 MT0807|---------------------------------------------------------------------|
 MT0807| PID    Reference Object                     Distance      Geod. Az  |
 MT0807|                                                           dddmmss.s |
 MT0807| DD6088 JARBIDGE RS RM 2                      7.617 METERS 03945     |
 MT0807| MT0794 WILSON                              APPROX.30.5 KM 0633044.9 |
 MT0807| DD6085 JARBIDGE RM 1                        16.048 METERS 06742     |
 MT0807| DD6086 JARBIDGE RM 2                         5.176 METERS 21055     |
 MT0807| DD6087 JARBIDGE RS RM 1                      3.413 METERS 31244     |
 MT0807|---------------------------------------------------------------------|
 MT0807
 MT0807                          SUPERSEDED SURVEY CONTROL
 MT0807
 MT0807  NAD 83(1994)-  41 50 25.11849(N)    115 23 25.12215(W) AD(       ) 2
 MT0807  NAD 83(1986)-  41 50 25.11795(N)    115 23 25.12182(W) AD(       ) 2
 MT0807  NAD 27      -  41 50 25.46046(N)    115 23 21.87711(W) AD(       ) 2
 MT0807  NGVD 29 (07/19/86) 3289.8    (m)        10793.     (f) VERT ANG       
 MT0807
 MT0807.Superseded values are not recommended for survey control.
 MT0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0807.See file dsdata.txt to determine how the superseded data were derived.
 MT0807
 MT0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG3364533299(NAD 83)
 MT0807_MARKER: DS = TRIANGULATION STATION DISK
 MT0807_SETTING: 80 = SET IN A BOULDER
 MT0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0807+STABILITY: SURFACE MOTION
 MT0807
 MT0807  HISTORY     - Date     Condition        Report By
 MT0807  HISTORY     - 1939     MONUMENTED       USGS
 MT0807  HISTORY     - 1939     GOOD             USGS
 MT0807  HISTORY     - 1968     GOOD             USGS
 MT0807  HISTORY     - 1968     GOOD             USGS
 MT0807
 MT0807                          STATION DESCRIPTION
 MT0807
 MT0807'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 MT0807'LOCATED 2.5 MI S. AND 2.0 MI E. OF JARBIDGE POST OFFICE.  ON TOP
 MT0807'NEAR NORTH END OF WEST SIDE OF HIGH BALD MOUNTAIN KNOWN LOCALLY
 MT0807'AS JARBIDGE PEAK.
 MT0807'
 MT0807'TO REACH FROM JARBIDGE POST OFFICE, DRIVE ABOUT 2.2 MI S. ON
 MT0807'JARBIDGE-CHARLESTON RD. TO RD. FORKS.  FOLLOW LEFT HAND RD. UP
 MT0807'MOUNTAIN TO BLUSTERS MINE.  HIKE UP VERY STEEP TRAIL TO STATION.
 MT0807'ABOUT A 2-3/4 HOUR HIKE.
 MT0807'
 MT0807'STATION MARK--STANDARD TABLET STAMPED---JARBIDGE RS 1939---,
 MT0807'CEMENTED IN ROCK UNDER 8-FT CAIRN.
 MT0807'
 MT0807'RM 1--STANDARD RM TABLET STAMPED---JARBIDGE NO 1 1939---, CEMENTED
 MT0807'IN BEDROCK.
 MT0807'
 MT0807'RM 2--STANDARD RM TABLET STAMPED---JARBIDGE NO 2 1939---, CEMENTED
 MT0807'IN BEDROCK.
 MT0807
 MT0807                          STATION RECOVERY (1968)
 MT0807
 MT0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (BM)
 MT0807'LIGHTS WERE SET ON STATION JARBIDGE 1947 USC AND GS ON
 MT0807'6/20/68.  HOWEVER, UPON OCCUPATION OF STATION MARK (6/24/68)
 MT0807'THE USC AND GS MARK WAS FOUND TO BE UNSUITABLE.  THE ROCK WITH
 MT0807'TABLET WAS LAYING ON THE SURFACE AND COULD NOT BE REPAIRED.  A
 MT0807'CHECK WITH R.M.S PROVED THAT THE MARK HAD MOVED.  THE TABLET
 MT0807'WAS REMOVED AND THE USGS STATION JARBIDGE R.S. 1939 WAS
 MT0807'OCCUPIED.  R.M.S FOR C AND GS STATION JARBIDGE WERE IN
 MT0807'GOOD CONDITION.
 MT0807'
 MT0807'FOUND AS DESCRIBED BY R.B. STEELE 1939.  ALL MARKS IN GOOD
 MT0807'CONDITION.
 MT0807'
 MT0807'REACHED BY HELICOPTER.
 MT0807'
 MT0807'TO REACH FROM JARBIDGE POST OFFICE, DRIVE S. ON JARBIDGE-CHARLESTON
 MT0807'RD. ABOUT 2.2 MI. TO RD. FORKS THENCE FOLLOW LEFT-HAND RD. UP
 MT0807'MOUNTAIN TO BLUSTERS MINE.  HIKE UP VERY STEEP TRAIL, ABOUT
 MT0807'2-3/4 HOUR HIKE.
 MT0807'
 MT0807'STATION MARK--STANDARD USGS TABLET STAMPED JARBIDGE RS 1939
 MT0807'CEMENTED IN ROCK, UNDER 8 FT. CAIRN.
 MT0807'
 MT0807'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 MT0807'JARBIDGE NO 1 1939 CEMENTED IN BEDROCK.
 MT0807'
 MT0807'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 MT0807'STAMPED JARBIDGE NO 2 1939 CEMENTED IN BEDROCK.
 MT0807'
 MT0807'REFERENCE MARK NO. 1--A STANDARD DISK CEMENTED IN A DRILL HOLE
 MT0807'IN A MASS OF BEDROCK, 2 FEET LONG, 1.5 FT. WIDE, PROJECTING
 MT0807'10 IN. ABOVE THE SURFACE OF THE GROUND, IS STAMPED JARBIDGE
 MT0807'NO 1 1947.  IT IS 1 FT. E. OF A SMALL ROCK CAIRN AND ABOUT
 MT0807'5 FT. LOWER THAN THE STATION.
 MT0807'
 MT0807'REFERENCE MARK NO. 2--A STANDARD DISK CEMENTED IN A DRILL
 MT0807'HOLE IN THE TOP OF A 3 BY 3 FT. MASS OF OUTCROPPING BEDROCK,
 MT0807'2.5 FT. LOWER THAN THE STATION, IS STAMPED JARBIDGE NO 2 1947.
 MT0807'IT IS 1 FT. E. OF A SMALL ROCK CAIRN.
 MT0807
 MT0807                          STATION RECOVERY (1968)
 MT0807
 MT0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0807'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 MT0807'STATION REACHED BY HELICOPTER.  TWO RMS REMAIN FROM DESTROYED NGS
 MT0807'STATION JARBIDGE.
 MT0807'
 MT0807'RM 1--NGS DISK STAMPED---JARBIDGE NO 1 1947---, CEMENTED IN DRILL
 MT0807'HOLE IN BEDROCK PROJECTING 10 INCHES, 1 FT E. OF SMALL ROCK
 MT0807'CAIRN, ABOUT 5 FT LOWER THAN STATION MARK.
 MT0807'
 MT0807'RM 2--NGS DISK STAMPED---JARBIDGE NO 2 1947---, CEMENTED IN DRILL
 MT0807'HOLE IN OUTCROPPING BEDROCK, 1 FT E. OF SMALL ROCK CAIRN, 2.5 FT
 MT0807'LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0718 ***********************************************************************
 MT0718  DESIGNATION -  JAY
 MT0718  PID         -  MT0718
 MT0718  STATE/COUNTY-  NV/ELKO
 MT0718  USGS QUAD   -  FIVEMILE GULCH (1989)
 MT0718
 MT0718                         *CURRENT SURVEY CONTROL
 MT0718  ___________________________________________________________________
 MT0718* NAD 83(1994)-  41 59 14.08966(N)    114 07 53.48975(W)     ADJUSTED  
 MT0718* NAVD 88     -      1943.9    (meters)    6378.     (feet)  VERTCON   
 MT0718  ___________________________________________________________________
 MT0718  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 MT0718  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 MT0718
 MT0718  HORZ ORDER  -  FIRST
 MT0718
 MT0718.The horizontal coordinates were established by classical geodetic methods
 MT0718.and adjusted by the National Geodetic Survey in June 1998..
 MT0718
 MT0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0718
 MT0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0718
 MT0718.The geoid height was determined by GEOID03.
 MT0718
 MT0718;                    North         East     Units Scale Factor Converg.
 MT0718;SPC NV E     - 8,804,301.391   320,296.792   MT  1.00007802   +0 58 16.8
 MT0718;SPC NV E     -28,885,445.48  1,050,840.39   sFT  1.00007802   +0 58 16.8
 MT0718;SPC UT N     - 1,186,979.167   281,957.353   MT  1.00003947   -1 44 06.4
 MT0718;SPC ID C     -    35,613.342   489,101.456   MT  0.99994883   -0 05 16.7
 MT0718;UTM  11      - 4,652,341.124   737,618.298   MT  1.00029482   +1 55 11.3
 MT0718
 MT0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0718!SPC NV E     -   0.99969756  x   1.00007802  =   0.99977556
 MT0718!SPC UT N     -   0.99969756  x   1.00003947  =   0.99973702
 MT0718!SPC ID C     -   0.99969756  x   0.99994883  =   0.99964641
 MT0718!UTM  11      -   0.99969756  x   1.00029482  =   0.99999230
 MT0718
 MT0718:                Primary Azimuth Mark                     Grid Az
 MT0718:SPC NV E     -  JAY AZ MK                                031 28 01.4
 MT0718:SPC UT N     -  JAY AZ MK                                034 10 24.6
 MT0718:SPC ID C     -  JAY AZ MK                                032 31 34.9
 MT0718:UTM  11      -  JAY AZ MK                                030 31 06.9
 MT0718
 MT0718|---------------------------------------------------------------------|
 MT0718| PID    Reference Object                     Distance      Geod. Az  |
 MT0718|                                                           dddmmss.s |
 MT0718| DD6089 JAY AZ MK                                          0322618.2 |
 MT0718| DD6090 JAY RM 1                             17.313 METERS 25659     |
 MT0718| DD6091 JAY RM 2                             19.465 METERS 29211     |
 MT0718|---------------------------------------------------------------------|
 MT0718
 MT0718                          SUPERSEDED SURVEY CONTROL
 MT0718
 MT0718  NAD 83(1994)-  41 59 14.08958(N)    114 07 53.48958(W) AD(       ) 1
 MT0718  NAD 83(1986)-  41 59 14.08711(N)    114 07 53.48670(W) AD(       ) 1
 MT0718  NAD 27      -  41 59 14.39000(N)    114 07 50.42200(W) AD(       ) 1
 MT0718  NGVD 29 (07/19/86) 1942.8    (m)         6374.     (f) VERT ANG       
 MT0718
 MT0718.Superseded values are not recommended for survey control.
 MT0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0718.See file dsdata.txt to determine how the superseded data were derived.
 MT0718
 MT0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG3761852341(NAD 83)
 MT0718_MARKER: Y = DRILL HOLE IN BRICK
 MT0718_SETTING: 0 = UNSPECIFIED SETTING
 MT0718
 MT0718  HISTORY     - Date     Condition        Report By
 MT0718  HISTORY     - 1947     MONUMENTED       CGS
 MT0718  HISTORY     - 1968     SEE DESCRIPTION  USGS
 MT0718
 MT0718                          STATION DESCRIPTION
 MT0718
 MT0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0718'STATION IS ABOUT 25 MILES S.W. OF OAKLEY, IDAHO.  ABOUT 8
 MT0718'MILES N.E. OF THE GRANDE RANCH.  ABOUT 4 MILES N.W. OF THE OLD
 MT0718'GOOSE CREEK RANCH.  ABOUT 1/4 MILE S. FROM THE IDAHO-NEVADA
 MT0718'STATE LINE ALONG THE MAIN N-S RIDGE AND ON THE HIGHEST POINT.
 MT0718'
 MT0718'STATION MARK IS NOTE 4, PROJECTS ABOUT 3 IN AND IS STAMPED
 MT0718'JAY 1947.  IT IS ON A ROUND KNOB AND IS ABOUT 150 YARDS N.W.
 MT0718'OF A ROCK FAULT WHICH RUNS N.E.-S.W.
 MT0718'
 MT0718'REFERENCE MARK NO. 1 IS NOTE 12A AND IS A NARROW ROCK LEDGE
 MT0718'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS STAMPED JAY NO 1
 MT0718'1947.
 MT0718'
 MT0718'REFERENCE MARK NO. 2 IS NOTE 12A AND IS THE SAME ROCK LEDGE
 MT0718'AS NO. 1 BUT FARTHER NORTH.  IT IS ABOUT 3 FEET LOWER THAN THE
 MT0718'STATION AND IS STAMPED JAY NO 2 1947.
 MT0718'
 MT0718'AZIMUTH MARK IS ABOUT 1/4 MILE N.E. OF THE STATION ON A SMALL
 MT0718'ROUND KNOB AND ALONG THE N.W. EDGE OF THE ROCK FAULT MENTIONED
 MT0718'IN THE ABOVE DESCRIPTION OF THE STATION.  IT IS ALSO ABOUT
 MT0718'75 FEET LOWER THAN THE STATION AND IS STAMPED JAY 1947.
 MT0718'
 MT0718'TO REACH FROM THE POST OFFICE IN OAKLEY GO W. ON THE MAIN
 MT0718'STREET FOR 0.5 MILE TO A GRAVEL ROAD LEFT, TURN LEFT AND GO
 MT0718'ON THE MAIN TRAVELED ROAD FOR 2.1 MILES TO A FORK, KEEP LEFT
 MT0718'0.3 MILES TO FORK, KEEP LEFT FOR 9.4 MILES ON THE MAIN
 MT0718'TRAVELED ROAD TO A FORK, KEEP LEFT FOR 9.3 MILES TO THE STATE
 MT0718'LINE (UTAH-IDAHO), CONTINUE 2.3 MILES TO A FORK, KEEP RIGHT
 MT0718'FOR ABOUT 4.0 MILES TO THE GOOSE CREEK RANCH, KEEP RIGHT
 MT0718'ACROSS THE CREEK AND GO W. FOR ABOUT 1.4 MILES TO A WIRE
 MT0718'GATE ON THE RIGHT AND TRACK ROAD, TURN RIGHT AND GO 0.3
 MT0718'MILE THENCE LEAVE TRACK ROAD AND GO ABOUT 100 YARDS N.
 MT0718'ACROSS GRASSY MEADOW TO PICK UP A DIM TRACK ROAD IN THE
 MT0718'SAGEBRUSH, CONTINUE N. ON DIM TRACK ROAD FOR ABOUT 0.2
 MT0718'MILE TO A WIRE GATE, GO THROUGH GATE AND TURN RIGHT FOR
 MT0718'0.65 MILE TO FORK, KEEP LEFT FOR ABOUT 1.05 MILE TO
 MT0718'CROSSROADS, TURN LEFT AND GO ABOUT 1.2 MILES TO DIM FORKS
 MT0718'AT THE CREST OF A SMALL RIDGE, KEEP LEFT ON DIM TRACK ROAD
 MT0718'FOR ABOUT 2.4 MILES.  THIS TRACK ROAD IS COMPLETELY GONE IN
 MT0718'PLACES BUT ONE GOES IN A N.W.  DIRECTION FOR ABOUT A
 MT0718'MILE THEN BEARS WEST UP A RIDGE TO THE MAIN N-S RIDGE, AT
 MT0718'THIS POINT THE TRACK ROAD IS VISIBLE AGAIN, STAY ON ROAD FOR
 MT0718'ABOUT 3/4 MILE TO A TURN OF THE ROAD TO THE RIGHT AND ALSO
 MT0718'A DOWN HILL SLANT, HERE BEAR LEFT TO THE W.  AND GO UP
 MT0718'ROCKY HILL THENCE N.W. FOR 0.15 MILE TO A NE-SW ROCK
 MT0718'FAULT, PICK WAY OVER FAULT AND CONTINUE N.W. UPHILL TO THE
 MT0718'HIGHEST POINT AND STATION.
 MT0718
 MT0718                          STATION RECOVERY (1968)
 MT0718
 MT0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0718'STATION FOUND AS DESCRIBED BY USC AND GS.
 MT0718'
 MT0718'ALL MARKS WERE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1998 ***********************************************************************
 GR1998  DESIGNATION -  JAYBIRD
 GR1998  PID         -  GR1998
 GR1998  STATE/COUNTY-  NV/NYE
 GR1998  USGS QUAD   -  MT STIRLING (1984)
 GR1998
 GR1998                         *CURRENT SURVEY CONTROL
 GR1998  ___________________________________________________________________
 GR1998* NAD 83(1994)-  36 29 56.81837(N)    115 56 51.20086(W)     ADJUSTED  
 GR1998* NAVD 88     -      2001.9    (meters)    6568.     (feet)  VERTCON   
 GR1998  ___________________________________________________________________
 GR1998  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 GR1998  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 GR1998
 GR1998  HORZ ORDER  -  THIRD
 GR1998
 GR1998.The horizontal coordinates were established by classical geodetic methods
 GR1998.and adjusted by the National Geodetic Survey in June 1998..
 GR1998
 GR1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1998
 GR1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1998
 GR1998.The geoid height was determined by GEOID03.
 GR1998
 GR1998;                    North         East     Units Scale Factor Converg.
 GR1998;SPC NV C     - 6,194,289.153   564,420.723   MT  0.99995111   +0 25 39.9
 GR1998;SPC NV C     -20,322,430.33  1,851,770.32   sFT  0.99995111   +0 25 39.9
 GR1998;UTM  11      - 4,039,824.988   594,254.554   MT  0.99970945   +0 37 33.8
 GR1998
 GR1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1998!SPC NV C     -   0.99969008  x   0.99995111  =   0.99964121
 GR1998!UTM  11      -   0.99969008  x   0.99970945  =   0.99939962
 GR1998
 GR1998|---------------------------------------------------------------------|
 GR1998| PID    Reference Object                     Distance      Geod. Az  |
 GR1998|                                                           dddmmss.s |
 GR1998| CS8787 JAYBIRD RM 1                         12.756 METERS 17405     |
 GR1998| CS8788 JAYBIRD RM 2                         11.086 METERS 30551     |
 GR1998|---------------------------------------------------------------------|
 GR1998
 GR1998                          SUPERSEDED SURVEY CONTROL
 GR1998
 GR1998  NAD 83(1992)-  36 29 56.82702(N)    115 56 51.19836(W) AD(1991.35) 3
 GR1998  NAD 83(1992)-  36 29 56.81995(N)    115 56 51.20709(W) AD(       ) 3
 GR1998  NGVD 29 (02/14/94) 2001.0    (m)         6565.     (f) VERT ANG       
 GR1998
 GR1998.Superseded values are not recommended for survey control.
 GR1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1998.See file dsdata.txt to determine how the superseded data were derived.
 GR1998
 GR1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA9425539825(NAD 83)
 GR1998_MARKER: DS = TRIANGULATION STATION DISK
 GR1998_SETTING: 0 = UNSPECIFIED SETTING
 GR1998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1998
 GR1998  HISTORY     - Date     Condition        Report By
 GR1998  HISTORY     - 1957     MONUMENTED       USGS
 GR1998
 GR1998                          STATION DESCRIPTION
 GR1998
 GR1998'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 GR1998'LOCATED ABOUT 21 MI N. OF PAHRUMP, 17 MI WSW. OF INDIAN SPRINGS,
 GR1998'3.5 MI NNW. OF MT. STERLING.  ON HIGHEST POINT OF LOW, PROMINENT
 GR1998'TOP.
 GR1998'
 GR1998'REACHED BY HELICOPTER.
 GR1998'
 GR1998'STATION MARK--STANDARD TABLET STAMPED---JAYBIRD 1957---, SET IN
 GR1998'CONCRETE IN SOLID ROCK.
 GR1998'
 GR1998'RM 1--STANDARD RM TABLET STAMPED---NO 1 1957---, SET IN CONCRETE IN
 GR1998'SOLID ROCK.
 GR1998'
 GR1998'RM 2--STANDARD RM TABLET STAMPED---NO 2 1957---, SET IN CONCRETE IN
 GR1998'SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0213 ***********************************************************************
 FS0213  DESIGNATION -  JEAN
 FS0213  PID         -  FS0213
 FS0213  STATE/COUNTY-  NV/CLARK
 FS0213  USGS QUAD   -  JEAN (1989)
 FS0213
 FS0213                         *CURRENT SURVEY CONTROL
 FS0213  ___________________________________________________________________
 FS0213* NAD 83(1994)-  35 46 31.80513(N)    115 19 09.66528(W)     ADJUSTED  
 FS0213* NAVD 88     -       870.95   (+/-2cm)    2857.4    (feet)  VERTCON   
 FS0213  ___________________________________________________________________
 FS0213  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 FS0213  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FS0213
 FS0213  HORZ ORDER  -  SECOND
 FS0213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0213
 FS0213.The horizontal coordinates were established by classical geodetic methods
 FS0213.and adjusted by the National Geodetic Survey in June 1998..
 FS0213
 FS0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0213.The vertical order pertains to the NGVD 29 superseded value.
 FS0213
 FS0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0213
 FS0213.The geoid height was determined by GEOID03.
 FS0213
 FS0213;                    North         East     Units Scale Factor Converg.
 FS0213;SPC NV E     - 8,113,795.435   223,866.495   MT  0.99990702   +0 09 15.6
 FS0213;SPC NV E     -26,620,010.52    734,468.66   sFT  0.99990702   +0 09 15.6
 FS0213;UTM  11      - 3,960,351.446   651,907.959   MT  0.99988436   +0 58 57.8
 FS0213
 FS0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0213!SPC NV E     -   0.99986776  x   0.99990702  =   0.99977479
 FS0213!UTM  11      -   0.99986776  x   0.99988436  =   0.99975213
 FS0213
 FS0213:                Primary Azimuth Mark                     Grid Az
 FS0213:SPC NV E     -  GAUGE                                    024 36 27.8
 FS0213:UTM  11      -  GAUGE                                    023 46 45.6
 FS0213
 FS0213|---------------------------------------------------------------------|
 FS0213| PID    Reference Object                     Distance      Geod. Az  |
 FS0213|                                                           dddmmss.s |
 FS0213| FS0205 GAUGE                               APPROX. 4.3 KM 0244543.4 |
 FS0213| FS0212 JEAN RM 1                             8.570 METERS 16219     |
 FS0213| FS0214 JEAN RM 2                            10.331 METERS 24259     |
 FS0213|---------------------------------------------------------------------|
 FS0213
 FS0213                          SUPERSEDED SURVEY CONTROL
 FS0213
 FS0213  NAD 83(1992)-  35 46 31.79895(N)    115 19 09.66566(W) AD(1991.35) 2
 FS0213  NAD 83(1992)-  35 46 31.80174(N)    115 19 09.66762(W) AD(       ) 2
 FS0213  NAD 83(1992)-  35 46 31.80010(N)    115 19 09.66879(W) AD(       ) 2
 FS0213  NAD 83(1986)-  35 46 31.80186(N)    115 19 09.66050(W) AD(       ) 2
 FS0213  NAD 27      -  35 46 31.87650(N)    115 19 06.68890(W) AD(       ) 2
 FS0213  NGVD 29 (??/??/92)  870.163  (m)         2854.86   (f) ADJ UNCH    2 0
 FS0213
 FS0213.Superseded values are not recommended for survey control.
 FS0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0213.See file dsdata.txt to determine how the superseded data were derived.
 FS0213
 FS0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5190860351(NAD 83)
 FS0213_MARKER: DS = TRIANGULATION STATION DISK
 FS0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0213_STAMPING: JEAN 1958
 FS0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0213+STABILITY: SURFACE MOTION
 FS0213
 FS0213  HISTORY     - Date     Condition        Report By
 FS0213  HISTORY     - 1958     MONUMENTED       CGS
 FS0213  HISTORY     - 1958     GOOD             CGS
 FS0213  HISTORY     - 19870512 MARK NOT FOUND   USPSQD
 FS0213
 FS0213                          STATION DESCRIPTION
 FS0213
 FS0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 FS0213'STATION IS LOCATED NEAR THE JEAN RAILROAD STATION, 250 FEET
 FS0213'NORTHEAST OF THE TRACKS AND LOADING DOCKS, 100 YARDS WEST
 FS0213'FROM MILE POST 301, AND 0.3 MILE EAST OF THE PRESENT LOCATION OF
 FS0213'U.S. HIGHWAY 91.
 FS0213'
 FS0213'STATION AND REFERENCE MARKS ARE STANDARD DISKS, STATION MARK
 FS0213'IN A CYLINDRICAL CONCRETE POST WHILE REFERENCE MARK POSTS ARE
 FS0213'SQUARE TOPPED, STAMPED JEAN 1958 WITH REFERENCE MARKS FURTHER
 FS0213'STAMPED NO 1 AND NO 2 RESPECTIVELY, EACH PROJECTS 4-INCHES.
 FS0213'
 FS0213'REACHED FROM JEAN ON U.S. HIGHWAY 91, GO EAST ON AN OILED ROAD
 FS0213'TOWARDS THE RAILROAD STATION FOR 0.35 MILE TO A ROAD FORKS,
 FS0213'THE EAST OR LEFT FORK CROSSING THE TRACKS, TAKE THE RIGHT FORK
 FS0213'FOR ABOUT 100 YARDS TO STATION SITE WHICH IS ABOUT 36 FEET WEST
 FS0213'OF A 4-WAY ROAD INTERSECTION.
 FS0213
 FS0213                          STATION RECOVERY (1958)
 FS0213
 FS0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FS0213'0.4 MI E FROM JEAN.
 FS0213'0.25 MILE EAST ALONG THE ROAD TO THE JEAN RAILROAD STATION TO A
 FS0213'FORK, THENCE SOUTHEAST 0.1 MILE, 49.0 FEET SOUTHWEST OF THE
 FS0213'INTERSECTION OF FOUR DIRT ROADS, 33.88 FEET NORTHEAST OF R.M.
 FS0213'2, 28.11 FEET NORTHWEST OF R.M. 1, 7.0 FEET NORTH OF A CONCRETE
 FS0213'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING ABOUT 3
 FS0213'INCHES ABOVE GROUND SURFACE.
 FS0213
 FS0213                          STATION RECOVERY (1987)
 FS0213
 FS0213'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 FS0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1393 ***********************************************************************
 FS1393  DESIGNATION -  JEAN
 FS1393  PID         -  FS1393
 FS1393  STATE/COUNTY-  NV/CLARK
 FS1393  USGS QUAD   -  JEAN (1989)
 FS1393
 FS1393                         *CURRENT SURVEY CONTROL
 FS1393  ___________________________________________________________________
 FS1393* NAD 83(1994)-  35 45 38.85776(N)    115 17 46.11552(W)     ADJUSTED  
 FS1393* NAVD 88     -      1276.1    (meters)    4187.     (feet)  VERTCON   
 FS1393  ___________________________________________________________________
 FS1393  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FS1393  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FS1393
 FS1393  HORZ ORDER  -  THIRD
 FS1393
 FS1393.The horizontal coordinates were established by classical geodetic methods
 FS1393.and adjusted by the National Geodetic Survey in June 1998..
 FS1393
 FS1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1393
 FS1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1393
 FS1393.The geoid height was determined by GEOID03.
 FS1393
 FS1393;                    North         East     Units Scale Factor Converg.
 FS1393;SPC NV E     - 8,112,169.614   225,969.532   MT  0.99990831   +0 10 04.2
 FS1393;SPC NV E     -26,614,676.48    741,368.37   sFT  0.99990831   +0 10 04.2
 FS1393;UTM  11      - 3,958,756.226   654,034.236   MT  0.99989237   +0 59 45.4
 FS1393
 FS1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1393!SPC NV E     -   0.99980420  x   0.99990831  =   0.99971253
 FS1393!UTM  11      -   0.99980420  x   0.99989237  =   0.99969659
 FS1393
 FS1393|---------------------------------------------------------------------|
 FS1393| PID    Reference Object                     Distance      Geod. Az  |
 FS1393|                                                           dddmmss.s |
 FS1393| CS5971 JEAN RM 1                             2.865 METERS 20359     |
 FS1393| CS5972 JEAN RM 2                             5.547 METERS 32411     |
 FS1393|---------------------------------------------------------------------|
 FS1393
 FS1393                          SUPERSEDED SURVEY CONTROL
 FS1393
 FS1393  NAD 83(1992)-  35 45 38.85626(N)    115 17 46.11661(W) AD(1991.35) 3
 FS1393  NAD 83(1992)-  35 45 38.85627(N)    115 17 46.11668(W) AD(       ) 3
 FS1393  NAD 83(1992)-  35 45 38.85347(N)    115 17 46.11782(W) AD(       ) 3
 FS1393  NAD 83(1986)-  35 45 38.85790(N)    115 17 46.10703(W) AD(       ) 3
 FS1393  NGVD 29 (05/21/91) 1275.3    (m)         4184.     (f) VERT ANG       
 FS1393
 FS1393.Superseded values are not recommended for survey control.
 FS1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1393.See file dsdata.txt to determine how the superseded data were derived.
 FS1393
 FS1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5403458756(NAD 83)
 FS1393_MARKER: Z = SEE DESCRIPTION
 FS1393_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FS1393_SP_SET: OBJECT IMBEDDED IN GROUND
 FS1393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1393
 FS1393  HISTORY     - Date     Condition        Report By
 FS1393  HISTORY     - 1955     MONUMENTED       USGS
 FS1393  HISTORY     - 1958     GOOD             USGS
 FS1393
 FS1393                          STATION DESCRIPTION
 FS1393
 FS1393'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FS1393'LOCATED ABOUT 1.6 MI SE. OF JEAN.  ON HIGHEST POINT AT SOUTH END
 FS1393'OF RANGE OF LOW HILLS.
 FS1393'
 FS1393'TO REACH FROM RD. JCT. IN JEAN, DRIVE 1.5 MI N. ALONG U.S. HWY.
 FS1393'91.  TURN RIGHT ON GRAVEL RD. PASSING UNDER RR. AT 0.4 MI AND BEAR
 FS1393'RIGHT.  TURN LEFT ON DIRT RD. 0.2 MI.  TURN RIGHT ABOUT 0.5 MI S.
 FS1393'CROSS-COUNTRY TO BASE OF MOUNTAIN.  PACK UP RIDGE TO TOP AND S.
 FS1393'ALONG RIDGE ABOUT 1.5 MI TO HIGHEST POINT AND STATION.
 FS1393'
 FS1393'STATION MARK--1-1/2 INCH CAPPED IRON PIPE IN GROUND.
 FS1393'
 FS1393'RM 1--STANDARD RM TABLET STAMPED---RM NO 1---, CEMENTED IN DRILL
 FS1393'HOLE IN BEDROCK.
 FS1393'
 FS1393'RM 2--COPPER NAIL AND WASHER DRIVEN IN SEAM IN ROCK OUTCROP.
 FS1393
 FS1393                          STATION RECOVERY (1958)
 FS1393
 FS1393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FS1393'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 FS1393'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0212 ***********************************************************************
 FS0212  DESIGNATION -  JEAN RM 1
 FS0212  PID         -  FS0212
 FS0212  STATE/COUNTY-  NV/CLARK
 FS0212  USGS QUAD   -  JEAN (1989)
 FS0212
 FS0212                         *CURRENT SURVEY CONTROL
 FS0212  ___________________________________________________________________
 FS0212* NAD 83(1986)-  35 46 32.     (N)    115 19 11.     (W)     SCALED    
 FS0212* NAVD 88     -       871.14   (+/-2cm)    2858.1    (feet)  VERTCON   
 FS0212  ___________________________________________________________________
 FS0212  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FS0212
 FS0212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0212
 FS0212.The horizontal coordinates were scaled from a topographic map and have
 FS0212.an estimated accuracy of +/- 6 seconds.
 FS0212
 FS0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0212.The vertical order pertains to the NGVD 29 superseded value.
 FS0212
 FS0212.The geoid height was determined by GEOID03.
 FS0212
 FS0212;                    North         East    Units  Estimated Accuracy
 FS0212;SPC NV E     - 8,113,800.      223,830.      MT  (+/- 180 meters Scaled)
 FS0212
 FS0212                          SUPERSEDED SURVEY CONTROL
 FS0212
 FS0212  NGVD 29 (??/??/92)  870.353  (m)         2855.48   (f) ADJ UNCH    2 0
 FS0212
 FS0212.Superseded values are not recommended for survey control.
 FS0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0212.See file dsdata.txt to determine how the superseded data were derived.
 FS0212
 FS0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV518603(NAD 83)
 FS0212_MARKER: DR = REFERENCE MARK DISK
 FS0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0212_STAMPING: JEAN NO 1 1958
 FS0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0212+STABILITY: SURFACE MOTION
 FS0212
 FS0212  HISTORY     - Date     Condition        Report By
 FS0212  HISTORY     - 1958     MONUMENTED       CGS
 FS0212
 FS0212                          STATION DESCRIPTION
 FS0212
 FS0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0212'0.4 MI E FROM JEAN.
 FS0212'0.25 MILE EAST ALONG THE ROAD TO THE JEAN RAILROAD STATION TO
 FS0212'A FORK, THENCE SOUTHEAST 0.1 MILE, 53.0 FEET SOUTHWEST OF THE
 FS0212'INTERSECTION OF FOUR DIRT ROADS, 28.11 FEET SOUTHEAST OF STATION
 FS0212'MARK, SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES
 FS0212'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0214 ***********************************************************************
 FS0214  DESIGNATION -  JEAN RM 2
 FS0214  PID         -  FS0214
 FS0214  STATE/COUNTY-  NV/CLARK
 FS0214  USGS QUAD   -  JEAN (1989)
 FS0214
 FS0214                         *CURRENT SURVEY CONTROL
 FS0214  ___________________________________________________________________
 FS0214* NAD 83(1986)-  35 46 32.     (N)    115 19 11.     (W)     SCALED    
 FS0214* NAVD 88     -       870.88   (+/-2cm)    2857.2    (feet)  VERTCON   
 FS0214  ___________________________________________________________________
 FS0214  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 FS0214
 FS0214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0214
 FS0214.The horizontal coordinates were scaled from a topographic map and have
 FS0214.an estimated accuracy of +/- 6 seconds.
 FS0214
 FS0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0214.The vertical order pertains to the NGVD 29 superseded value.
 FS0214
 FS0214.The geoid height was determined by GEOID03.
 FS0214
 FS0214;                    North         East    Units  Estimated Accuracy
 FS0214;SPC NV E     - 8,113,800.      223,830.      MT  (+/- 180 meters Scaled)
 FS0214
 FS0214                          SUPERSEDED SURVEY CONTROL
 FS0214
 FS0214  NGVD 29 (??/??/92)  870.090  (m)         2854.62   (f) ADJ UNCH    2 0
 FS0214
 FS0214.Superseded values are not recommended for survey control.
 FS0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0214.See file dsdata.txt to determine how the superseded data were derived.
 FS0214
 FS0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV518603(NAD 83)
 FS0214_MARKER: DR = REFERENCE MARK DISK
 FS0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0214_STAMPING: JEAN NO 2 1958
 FS0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0214+STABILITY: SURFACE MOTION
 FS0214
 FS0214  HISTORY     - Date     Condition        Report By
 FS0214  HISTORY     - 1958     MONUMENTED       CGS
 FS0214  HISTORY     - 19870512 MARK NOT FOUND   USPSQD
 FS0214
 FS0214                          STATION DESCRIPTION
 FS0214
 FS0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0214'0.4 MI E FROM JEAN.
 FS0214'0.25 MILE EAST ALONG THE ROAD TO THE JEAN RAILROAD STATION TO
 FS0214'A FORK, THENCE SOUTHEAST 0.1 MILE, 82.0 FEET SOUTHWEST OF THE
 FS0214'INTERSECTION OF FOUR DIRT ROADS, 33.88 FEET SOUTHWEST OF THE
 FS0214'STATION MARK, SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 3
 FS0214'INCHES ABOVE GROUND SURFACE.
 FS0214
 FS0214                          STATION RECOVERY (1987)
 FS0214
 FS0214'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 FS0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1564 ***********************************************************************
 KR1564  DESIGNATION -  JEFF
 KR1564  PID         -  KR1564
 KR1564  STATE/COUNTY-  NV/CHURCHILL
 KR1564  USGS QUAD   -  HOT SPRINGS FLAT (1986)
 KR1564
 KR1564                         *CURRENT SURVEY CONTROL
 KR1564  ___________________________________________________________________
 KR1564* NAD 83(1994)-  39 46 03.07799(N)    119 02 36.22412(W)     ADJUSTED  
 KR1564* NAVD 88     -      1250.5    (meters)    4103.     (feet)  VERTCON   
 KR1564  ___________________________________________________________________
 KR1564  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 KR1564  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 KR1564
 KR1564  HORZ ORDER  -  SECOND
 KR1564
 KR1564.The horizontal coordinates were established by classical geodetic methods
 KR1564.and adjusted by the National Geodetic Survey in June 1998..
 KR1564
 KR1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1564
 KR1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1564
 KR1564.The geoid height was determined by GEOID03.
 KR1564
 KR1564;                    North         East     Units Scale Factor Converg.
 KR1564;SPC NV W     - 4,556,903.614   760,584.469   MT  0.99991912   -0 17 39.5
 KR1564;SPC NV W     -14,950,441.27  2,495,350.88   sFT  0.99991912   -0 17 39.5
 KR1564;UTM  11      - 4,403,951.781   324,979.477   MT  0.99997713   -1 18 26.8
 KR1564
 KR1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1564!SPC NV W     -   0.99980761  x   0.99991912  =   0.99972675
 KR1564!UTM  11      -   0.99980761  x   0.99997713  =   0.99978474
 KR1564
 KR1564:                Primary Azimuth Mark                     Grid Az
 KR1564:SPC NV W     -  DIATOM                                   037 14 30.3
 KR1564:UTM  11      -  DIATOM                                   038 15 17.6
 KR1564
 KR1564|---------------------------------------------------------------------|
 KR1564| PID    Reference Object                     Distance      Geod. Az  |
 KR1564|                                                           dddmmss.s |
 KR1564| KR1559 DIATOM                              APPROX. 8.3 KM 0365650.8 |
 KR1564| DB8000 JEFF RM 1                            11.515 METERS 23222     |
 KR1564| DB8001 JEFF RM 2                            17.518 METERS 25331     |
 KR1564|---------------------------------------------------------------------|
 KR1564
 KR1564                          SUPERSEDED SURVEY CONTROL
 KR1564
 KR1564  NAD 83(1992)-  39 46 03.08000(N)    119 02 36.21233(W) AD(       ) 2
 KR1564  NAD 83(1986)-  39 46 03.07852(N)    119 02 36.21267(W) AD(       ) 2
 KR1564  NAD 27      -  39 46 03.40040(N)    119 02 32.62290(W) AD(       ) 2
 KR1564  NGVD 29 (07/19/86) 1249.5    (m)         4099.     (f) VERT ANG       
 KR1564
 KR1564.Superseded values are not recommended for survey control.
 KR1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1564.See file dsdata.txt to determine how the superseded data were derived.
 KR1564
 KR1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE2497903952(NAD 83)
 KR1564_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1564_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KR1564
 KR1564  HISTORY     - Date     Condition        Report By
 KR1564  HISTORY     - 1958     MONUMENTED       CGS
 KR1564  HISTORY     - 1968     SEE DESCRIPTION  NVDH
 KR1564
 KR1564                          STATION DESCRIPTION
 KR1564
 KR1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 KR1564'STATION IS ON A ROCKY MOUND ALONG A FLAT RIDGE 2 MILES
 KR1564'SOUTH-SOUTHWEST FROM BRADY HOT SPRINGS AND 0.2 MILE WEST-NORTHWEST
 KR1564'OF U.S. HIGHWAY 40.  REACHED FROM BRADY HOT SPRINGS BY CONTINUING
 KR1564'U.S. HIGHWAY 40 SOUTHWEST FOR 1.5 MILES AND IN A CURVE WHERE
 KR1564'TELEPHONE LINE CROSSES HIGHWAY, TURN RIGHT OFF HIGHWAY CROSSING
 KR1564'OLD HIGHWAY AND FOLLOWED OLD BLADED ROAD 0.2 MILE AND AFTER
 KR1564'CROSSING WASH TURN LEFT, SOUTH, CROSS COUNTRY TO BASE OF RIDGE,
 KR1564'GO TO CREST OF RIDGE AND FOLLOW IT TO ITS SOUTHWEST END AND
 KR1564'STATION SITE, 0.4 MILE AFTER CROSSING WASH.  TWO-WHEEL DRIVE
 KR1564'VEHICLE CAN REACH STATION.
 KR1564'
 KR1564'STATION MARK IS SET IN CYLINDRICAL CONCRETE POST, AND IT WITH
 KR1564'REFERENCE MARKS ARE STAMPED JEFF 1958, WITH REFERENCE MARKS
 KR1564'ALSO STAMPED NO 1 AND NO 2 RESPECTIVELY.  REFERENCE MARKS ARE
 KR1564'SET IN ROCK OUTCROP, NO. 1 PROJECTS 4-INCHES, NO. 2 PROJECTS
 KR1564'10 INCHES.
 KR1564
 KR1564                          STATION RECOVERY (1968)
 KR1564
 KR1564'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1968
 KR1564'THIS STATION WAS DESTROYED BEFORE A NEW STATION COULD BE
 KR1564'ESTABLISHED.
 KR1564'
 KR1564'THE DISKS FOR STATION JEFF 2 1964 WERE NEVER USED, THE DISKS
 KR1564'BEING LOST.
 KR1564'
 KR1564'JEFF 3 1968 WAS ESTABLISHED IN MARCH 1968 BY ELECTROTAPE TRAVERSE
 KR1564'FROM STATIONS AGIE 1958 AND PRING (NHD) 1958.
 KR1564'
 KR1564'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 KR1564'SOUTH-SOUTHWEST OF BRADY HOT SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0584 ***********************************************************************
 JQ0584  DESIGNATION -  JEFF
 JQ0584  PID         -  JQ0584
 JQ0584  STATE/COUNTY-  NV/NYE
 JQ0584  USGS QUAD   -  MOUNT JEFFERSON (1971)
 JQ0584
 JQ0584                         *CURRENT SURVEY CONTROL
 JQ0584  ___________________________________________________________________
 JQ0584* NAD 83(1994)-  38 45 07.07563(N)    116 55 36.40004(W)     ADJUSTED  
 JQ0584* NAVD 88     -      3642.     (meters)   11949.     (feet)  SCALED    
 JQ0584  ___________________________________________________________________
 JQ0584  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 JQ0584  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 JQ0584
 JQ0584  HORZ ORDER  -  SECOND
 JQ0584
 JQ0584.The horizontal coordinates were established by classical geodetic methods
 JQ0584.and adjusted by the National Geodetic Survey in June 1998..
 JQ0584
 JQ0584.The orthometric height was scaled from a topographic map.
 JQ0584
 JQ0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0584
 JQ0584.The geoid height was determined by GEOID03.
 JQ0584
 JQ0584;                    North         East     Units Scale Factor Converg.
 JQ0584;SPC NV C     - 6,444,098.280   477,391.296   MT  0.99990629   -0 09 46.1
 JQ0584;SPC NV C     -21,142,012.44  1,566,241.28   sFT  0.99990629   -0 09 46.1
 JQ0584;SPC NV E     - 8,444,923.186    83,226.354   MT  1.00006787   -0 50 27.7
 JQ0584;SPC NV E     -27,706,385.49    273,051.80   sFT  1.00006787   -0 50 27.7
 JQ0584;UTM  11      - 4,289,255.054   506,362.517   MT  0.99960050   +0 02 45.0
 JQ0584
 JQ0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0584!SPC NV C     -   0.99943248  x   0.99990629  =   0.99933882
 JQ0584!SPC NV E     -   0.99943248  x   1.00006787  =   0.99950031
 JQ0584!UTM  11      -   0.99943248  x   0.99960050  =   0.99903321
 JQ0584
 JQ0584|---------------------------------------------------------------------|
 JQ0584| PID    Reference Object                     Distance      Geod. Az  |
 JQ0584|                                                           dddmmss.s |
 JQ0584| DD6092 JEFF RM 1                             7.374 METERS 02859     |
 JQ0584| JQ0582 DANVILLE                            APPROX.30.2 KM 0770946.4 |
 JQ0584| DD6093 JEFF RM 2                             7.788 METERS 13435     |
 JQ0584|---------------------------------------------------------------------|
 JQ0584
 JQ0584                          SUPERSEDED SURVEY CONTROL
 JQ0584
 JQ0584  NAD 83(1986)-  38 45 07.07699(N)    116 55 36.40172(W) AD(       ) 2
 JQ0584  NAD 27      -  38 45 07.32586(N)    116 55 33.10712(W) AD(       ) 2
 JQ0584
 JQ0584.Superseded values are not recommended for survey control.
 JQ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0584.See file dsdata.txt to determine how the superseded data were derived.
 JQ0584
 JQ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC0636389255(NAD 83)
 JQ0584_MARKER: DD = SURVEY DISK
 JQ0584_SETTING: 80 = SET IN A BOULDER
 JQ0584_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JQ0584
 JQ0584  HISTORY     - Date     Condition        Report By
 JQ0584  HISTORY     - 1971     MONUMENTED       USGS
 JQ0584
 JQ0584                          STATION DESCRIPTION
 JQ0584
 JQ0584'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 JQ0584'LOCATED ABOUT 11.0 MI (AIRLINE) NNW. OF BELMONT.  ABOUT 8.0 MI
 JQ0584'NE. OF ROUND MOUNTAIN.  ON SOUTHERN SUMMIT, AND HIGHEST POINT OF
 JQ0584'MT. JEFFERSON.
 JQ0584'
 JQ0584'TO REACH FROM BELMONT GO N. ON STATE ROUTE 82 FOR 5.4 MI TO
 JQ0584'T-RD. LEFT LEADING TO MEADOW CANYON.  TURN LEFT FOR 1.1 MI TO
 JQ0584'X-RD. AND USFS SIGN MEADOW CANYON, CONTINUE STRAIGHT FOR 5.1 MI
 JQ0584'TO RD. FK. LEFT AND ABANDONED STONE CABIN AND CORRALS.  KEEP RIGHT
 JQ0584'FOR 1.8 MI TO RD. FK. RIGHT AND USFS SIGN JEFFERSON SUMMIT.  KEEP
 JQ0584'LEFT FOR 1.6 MI TO TRACK RD. RIGHT AT USFS SIGN JEFFERSON PASS
 JQ0584'SUMMIT ELEVATION 9400.  TURN RIGHT ON TRACK RD. FOR 0.8 MI TO
 JQ0584'GATE IN FENCE.  TURN RIGHT AND PASS THROUGH GATE AND CONTINUE
 JQ0584'FOR 1.5 MI TO END OF TRUCK TRAVEL.  (4-WHEEL DRIVE
 JQ0584'RECOMMENDED FOR THIS FINAL PORTION.) PACK UP TRAIL ON RIDGE
 JQ0584'TO SUMMIT AND STATION.  A 2 HOUR 30 MINUTE PACK.
 JQ0584'
 JQ0584'REACHED BY HELICOPTER.  GOOD LANDING AT STATION.
 JQ0584'
 JQ0584'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED JEFF
 JQ0584'1971, CEMENTED IN DRILL HOLE IN BOULDER.
 JQ0584'
 JQ0584'REFERENCE MARK NO. 1--A STANDARD USGS BRASS REFERENCE MARK TABLET
 JQ0584'STAMPED JEFF NO 1 1971 CEMENTED IN BOULDER.
 JQ0584'
 JQ0584'REFERENCE MARK NO. 2--A STANDARD USGS BRASS REFERENCE MARK TABLET
 JQ0584'STAMPED JEFF NO 2 1971 CEMENTED IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1562 ***********************************************************************
 KR1562  DESIGNATION -  JEFF 3
 KR1562  PID         -  KR1562
 KR1562  STATE/COUNTY-  NV/CHURCHILL
 KR1562  USGS QUAD   -  HOT SPRINGS FLAT (1986)
 KR1562
 KR1562                         *CURRENT SURVEY CONTROL
 KR1562  ___________________________________________________________________
 KR1562* NAD 83(1994)-  39 46 09.60459(N)    119 02 32.24291(W)     ADJUSTED  
 KR1562* NAVD 88     -      1250.     (meters)    4101.     (feet)  SCALED    
 KR1562  ___________________________________________________________________
 KR1562  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 KR1562  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 KR1562
 KR1562  HORZ ORDER  -  THIRD
 KR1562
 KR1562.The horizontal coordinates were established by classical geodetic methods
 KR1562.and adjusted by the National Geodetic Survey in June 1998..
 KR1562.No horizontal observational check was made to the station.
 KR1562
 KR1562.The orthometric height was scaled from a topographic map.
 KR1562
 KR1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1562
 KR1562.The geoid height was determined by GEOID03.
 KR1562
 KR1562;                    North         East     Units Scale Factor Converg.
 KR1562;SPC NV W     - 4,557,104.401   760,680.247   MT  0.99991903   -0 17 37.0
 KR1562;SPC NV W     -14,951,100.02  2,495,665.11   sFT  0.99991903   -0 17 37.0
 KR1562;UTM  11      - 4,404,150.854   325,078.796   MT  0.99997670   -1 18 24.4
 KR1562
 KR1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1562!SPC NV W     -   0.99980769  x   0.99991903  =   0.99972673
 KR1562!UTM  11      -   0.99980769  x   0.99997670  =   0.99978439
 KR1562
 KR1562|---------------------------------------------------------------------|
 KR1562| PID    Reference Object                     Distance      Geod. Az  |
 KR1562|                                                           dddmmss.s |
 KR1562| DB8002 JEFF 3 RM 5                           9.744 METERS 07434     |
 KR1562| DB8003 JEFF 3 RM 6                           7.376 METERS 16318     |
 KR1562| KR0657 AGIE                                APPROX. 4.1 KM 2110242.9 |
 KR1562|---------------------------------------------------------------------|
 KR1562
 KR1562                          SUPERSEDED SURVEY CONTROL
 KR1562
 KR1562  NAD 83(1992)-  39 46 09.60649(N)    119 02 32.23059(W) AD(       ) 3
 KR1562  NAD 83(1986)-  39 46 09.60515(N)    119 02 32.23072(W) AD(       ) 3
 KR1562  NAD 27      -  39 46 09.92753(N)    119 02 28.64033(W) AD(       ) 3
 KR1562
 KR1562.Superseded values are not recommended for survey control.
 KR1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1562.See file dsdata.txt to determine how the superseded data were derived.
 KR1562
 KR1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE2507904151(NAD 83)
 KR1562_MARKER: Z = SEE DESCRIPTION
 KR1562_SETTING: 0 = UNSPECIFIED SETTING
 KR1562
 KR1562  HISTORY     - Date     Condition        Report By
 KR1562  HISTORY     - 1968     MONUMENTED       CGS
 KR1562
 KR1562                          STATION DESCRIPTION
 KR1562
 KR1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 KR1562'THE STATION WAS ESTABLISHED BY THE STATE OF NEVADA DEPARTMENT
 KR1562'OF HIGHWAYS IN FEBRUARY-MARCH 1968.
 KR1562'
 KR1562'THE LOCATION DATA (AS RECEIVED FROM THE DEPARTMENT OF HIGHWAYS)
 KR1562'IS AS FOLLOWS--
 KR1562'
 KR1562'FROM THE HOT SPRINGS INTERCHANGE (LOCATED APPROXIMATELY 19
 KR1562'MILES NORTHEAST OF FERNLEY, NEVADA, ALONG INTERSTATE HIGHWAY
 KR1562'80), DRIVE 1.92 MILES SOUTHWESTERLY ON THE WESTBOUND LANE TO
 KR1562'STATION SITE ON TOP OF A CUT BANK.  STATION IS LOCATED 175
 KR1562'FEET NORTHERLY OF CENTERLINE AT HIGHWAY STATIONING OW 783+15.84,
 KR1562'25 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE AND 3 FEET
 KR1562'SOUTH OF A STEEL WITNESS POST.
 KR1562'
 KR1562'THE STATION MARK IS A C AND GS TRIANGULATION STATION DISK
 KR1562'STAMPED JEFF 3 1968
 KR1562'
 KR1562'REFERENCE MARK 5 IS A C AND GS REFERENCE MARK DISK STAMPED JEFF
 KR1562'3 1958 NO 5 1968
 KR1562'
 KR1562'REFERENCE MARK 6 IS A C AND GS REFERENCE MARK DISK STAMPED
 KR1562'JEFF 3 1958 NO 6 1968
 KR1562'
 KR1562'NOTE--ANYONE RECOVERING THIS STATION WOULD CONFER A FAVOR
 KR1562'TO THE COAST AND GEODETIC SURVEY BY SUBMITTING A COMPLETE
 KR1562'DESCRIPTION OF THE STATION AND REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1089 ***********************************************************************
 GR1089  DESIGNATION -  JERK
 GR1089  PID         -  GR1089
 GR1089  STATE/COUNTY-  NV/CLARK
 GR1089  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1089
 GR1089                         *CURRENT SURVEY CONTROL
 GR1089  ___________________________________________________________________
 GR1089* NAD 83(1994)-  36 03 08.13341(N)    115 12 42.43927(W)     ADJUSTED  
 GR1089* NAVD 88     -       727.562  (meters)    2387.01   (feet)  ADJUSTED  
 GR1089  ___________________________________________________________________
 GR1089  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 GR1089  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GR1089  DYNAMIC HT  -         726.812 (meters)    2384.55  (feet)  COMP
 GR1089  MODELED GRAV-     979,578.9   (mgal)                       NAVD 88
 GR1089
 GR1089  HORZ ORDER  -  SECOND
 GR1089  VERT ORDER  -  FIRST     CLASS II
 GR1089
 GR1089.The horizontal coordinates were established by classical geodetic methods
 GR1089.and adjusted by the National Geodetic Survey in June 1998..
 GR1089
 GR1089.The orthometric height was determined by differential leveling
 GR1089.and adjusted by the National Geodetic Survey in June 1991..
 GR1089
 GR1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1089
 GR1089.The geoid height was determined by GEOID03.
 GR1089
 GR1089.The dynamic height is computed by dividing the NAVD 88
 GR1089.geopotential number by the normal gravity value computed on the
 GR1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1089.degrees latitude (g = 980.6199 gals.).
 GR1089
 GR1089.The modeled gravity was interpolated from observed gravity values.
 GR1089
 GR1089;                    North         East     Units Scale Factor Converg.
 GR1089;SPC NV E     - 8,144,532.431   233,474.445   MT  0.99991380   +0 13 07.2
 GR1089;SPC NV E     -26,720,853.48    765,990.74   sFT  0.99991380   +0 13 07.2
 GR1089;UTM  11      - 3,991,224.326   661,068.942   MT  0.99991967   +1 03 09.5
 GR1089
 GR1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1089!SPC NV E     -   0.99989020  x   0.99991380  =   0.99980401
 GR1089!UTM  11      -   0.99989020  x   0.99991967  =   0.99980988
 GR1089
 GR1089:                Primary Azimuth Mark                     Grid Az
 GR1089:SPC NV E     -  ARDEN WATER TANK                         205 40 11.0
 GR1089:UTM  11      -  ARDEN WATER TANK                         204 50 08.7
 GR1089
 GR1089|---------------------------------------------------------------------|
 GR1089| PID    Reference Object                     Distance      Geod. Az  |
 GR1089|                                                           dddmmss.s |
 GR1089| GR1933 ARDEN WATER TANK                    APPROX. 4.5 KM 2055318.2 |
 GR1089| GR1090 JERK RM 1                            11.320 METERS 22655     |
 GR1089| GR1088 JERK RM 2                             9.898 METERS 35738     |
 GR1089|---------------------------------------------------------------------|
 GR1089
 GR1089                          SUPERSEDED SURVEY CONTROL
 GR1089
 GR1089  NAD 83(1992)-  36 03 08.13226(N)    115 12 42.44520(W) AD(       ) 2
 GR1089  NAD 83(1992)-  36 03 08.13089(N)    115 12 42.44467(W) AD(       ) 2
 GR1089  NAD 83(1986)-  36 03 08.12777(N)    115 12 42.43029(W) AD(       ) 2
 GR1089  NAD 27      -  36 03 08.23080(N)    115 12 39.43730(W) AD(       ) 2
 GR1089  NGVD 29 (??/??/92)  726.843  (m)         2384.65   (f) ADJ UNCH    1 2
 GR1089
 GR1089.Superseded values are not recommended for survey control.
 GR1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1089.See file dsdata.txt to determine how the superseded data were derived.
 GR1089
 GR1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6106991224(NAD 83)
 GR1089_MARKER: DS = TRIANGULATION STATION DISK
 GR1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1089_STAMPING: JERK 1957
 GR1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1089+STABILITY: SURFACE MOTION
 GR1089
 GR1089  HISTORY     - Date     Condition        Report By
 GR1089  HISTORY     - 1957     MONUMENTED       CGS
 GR1089  HISTORY     - 1963     GOOD             NGS
 GR1089  HISTORY     - 1966     SEE DESCRIPTION  CGS
 GR1089  HISTORY     - 1966     GOOD             NGS
 GR1089  HISTORY     - 1980     GOOD             NGS
 GR1089  HISTORY     - 1983     GOOD             NGS
 GR1089  HISTORY     - 1983     GOOD             USGS
 GR1089  HISTORY     - 1988     GOOD             USPSQD
 GR1089  HISTORY     - 19961123 GOOD             USPSQD
 GR1089
 GR1089                          STATION DESCRIPTION
 GR1089
 GR1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR1089'THE STATION IS ABOUT 9 MILES SOUTHWEST OF DOWNTOWN LAS VEGAS,
 GR1089'2-3/4 MILES NORTH-NORTHEAST OF ARDEN AND 1-3/4 MILES WEST
 GR1089'OF U.S. HIGHWAY 91, ON THE WEST EDGE OF A NORTH-SOUTH BLADED
 GR1089'ROAD AND ON THE EAST SIDE OF THE RAILROAD TRACKS.
 GR1089'
 GR1089'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 91 AND BOND ROAD
 GR1089'AT THE TROPICANA HOTEL, GO SOUTH ON U.S. HIGHWAY 91 FOR 3.0
 GR1089'MILES TO WARM SPRINGS ROAD JUNCTION.  TURN RIGHT, WEST, ON
 GR1089'WARM SPRINGS ROAD AND GO DUE WEST FOR 2.0 MILES TO A NORTH-SOUTH
 GR1089'BLADED ROAD ON THE EAST SIDE OF THE RAILROAD TRACKS.  TURN
 GR1089'LEFT, SOUTH, FOR 0.3 MILE TO THE STATION SITE AT THE WEST EDGE
 GR1089'OF THE ROAD.
 GR1089'
 GR1089'THE STATION, UNDERGROUND AND REFERENCE MARKS 1 AND 2 ARE STANDARD
 GR1089'DISKS SET IN CONCRETE POSTS.
 GR1089'
 GR1089'THE STATION MARK, STAMPED JERK 1957, PROJECTS ABOUT 2 INCHES.
 GR1089'IT IS 10 FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD, 61.5
 GR1089'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 21.5 FEET
 GR1089'NORTHEAST OF A TELEPHONE POLE AND 3.2 FEET NORTHEAST OF A
 GR1089'WITNESS POST.
 GR1089'
 GR1089'REFERENCE MARK 1, STAMPED JERK NO 1 1957, PROJECTS ABOUT 2
 GR1089'INCHES.  IT IS 22 FEET WEST OF THE APPROXIMATE CENTER OF THE
 GR1089'ROAD, 47.0 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS
 GR1089'AND 20 FEET SOUTH OF A TELEPHONE POLE.
 GR1089'
 GR1089'REFERENCE MARK 2, STAMPED JERK NO 2 1957, PROJECTS ABOUT 3
 GR1089'INCHES.  IT IS ALSO 22 FEET WEST OF THE CENTER OF THE ROAD
 GR1089'AND 47.0 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS.
 GR1089
 GR1089                          STATION RECOVERY (1963)
 GR1089
 GR1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR1089'9.05 MI S FROM LAS VEGAS.
 GR1089'9.05 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1089'LAS VEGAS, 21 FEET NORTHEAST OF THE 5TH TELEPHONE POLE NORTH OF
 GR1089'MILEPOLE 325, 61.6 FEET EAST OF THE EAST RAIL, 37.15 FEET
 GR1089'NORTH-NORTHEAST OF JERK R.M. 1, 32.45 FEET SOUTH-SOUTHEAST OF JERK
 GR1089'R.M. 2, 10 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 3.0 FEET
 GR1089'NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK AND SET
 GR1089'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 GR1089
 GR1089                          STATION RECOVERY (1966)
 GR1089
 GR1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 GR1089'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 GR1089'AS DESCRIBED IN QUAD BOOK 361152, STATION 1009.
 GR1089
 GR1089                          STATION RECOVERY (1966)
 GR1089
 GR1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GR1089'RECOVERED IN GOOD CONDITION.
 GR1089
 GR1089                          STATION RECOVERY (1980)
 GR1089
 GR1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1089'RECOVERED IN GOOD CONDITION.
 GR1089
 GR1089                          STATION RECOVERY (1983)
 GR1089
 GR1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAH)
 GR1089'THE STATION AND REFERENCE MARKS ONE AND TWO WERE RECOVERED AS
 GR1089'DESCRIBED IN GOOD CONDITION.
 GR1089'
 GR1089'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.05 MILES
 GR1089'SOUTHWEST OF DOWNTOWN LAS VEGAS.
 GR1089
 GR1089                          STATION RECOVERY (1983)
 GR1089
 GR1089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 GR1089'RECOVERED IN GOOD CONDITION.
 GR1089
 GR1089                          STATION RECOVERY (1988)
 GR1089
 GR1089'RECOVERY NOTE BY US POWER SQUADRON 1988 (DL)
 GR1089'RECOVERED IN GOOD CONDITION.
 GR1089
 GR1089                          STATION RECOVERY (1996)
 GR1089
 GR1089'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1088 ***********************************************************************
 GR1088  DESIGNATION -  JERK RM 2
 GR1088  PID         -  GR1088
 GR1088  STATE/COUNTY-  NV/CLARK
 GR1088  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1088
 GR1088                         *CURRENT SURVEY CONTROL
 GR1088  ___________________________________________________________________
 GR1088* NAD 83(1986)-  36 03 08.     (N)    115 12 42.     (W)     SCALED    
 GR1088* NAVD 88     -       727.523  (meters)    2386.88   (feet)  ADJUSTED  
 GR1088  ___________________________________________________________________
 GR1088  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GR1088  DYNAMIC HT  -         726.774 (meters)    2384.42  (feet)  COMP
 GR1088  MODELED GRAV-     979,579.1   (mgal)                       NAVD 88
 GR1088
 GR1088  VERT ORDER  -  FIRST     CLASS II
 GR1088
 GR1088.The horizontal coordinates were scaled from a topographic map and have
 GR1088.an estimated accuracy of +/- 6 seconds.
 GR1088
 GR1088.The orthometric height was determined by differential leveling
 GR1088.and adjusted by the National Geodetic Survey in June 1991..
 GR1088
 GR1088.The geoid height was determined by GEOID03.
 GR1088
 GR1088.The dynamic height is computed by dividing the NAVD 88
 GR1088.geopotential number by the normal gravity value computed on the
 GR1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1088.degrees latitude (g = 980.6199 gals.).
 GR1088
 GR1088.The modeled gravity was interpolated from observed gravity values.
 GR1088
 GR1088;                    North         East    Units  Estimated Accuracy
 GR1088;SPC NV E     - 8,144,530.      233,490.      MT  (+/- 180 meters Scaled)
 GR1088
 GR1088                          SUPERSEDED SURVEY CONTROL
 GR1088
 GR1088  NGVD 29 (??/??/92)  726.805  (m)         2384.53   (f) ADJ UNCH    1 2
 GR1088
 GR1088.Superseded values are not recommended for survey control.
 GR1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1088.See file dsdata.txt to determine how the superseded data were derived.
 GR1088
 GR1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV610912(NAD 83)
 GR1088_MARKER: DR = REFERENCE MARK DISK
 GR1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1088_STAMPING: JERK NO. 2 1957
 GR1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1088+STABILITY: SURFACE MOTION
 GR1088
 GR1088  HISTORY     - Date     Condition        Report By
 GR1088  HISTORY     - 1957     MONUMENTED       CGS
 GR1088  HISTORY     - 1963     GOOD             NGS
 GR1088  HISTORY     - 1966     GOOD             NGS
 GR1088  HISTORY     - 1980     GOOD             NGS
 GR1088  HISTORY     - 1983     GOOD             USGS
 GR1088  HISTORY     - 19961123 GOOD             USPSQD
 GR1088
 GR1088                          STATION DESCRIPTION
 GR1088
 GR1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1088'9.05 MI S FROM LAS VEGAS.
 GR1088'9.05 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1088'LAS VEGAS, 47.1 FEET EAST OF THE EAST RAIL, 43 1/2 FEET NORTH OF THE
 GR1088'5TH POLE NORTH OF MILEPOLE 325, 32.45 FEET NORTH-NORTHWEST OF THE
 GR1088'STATION, 23 1/2 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 63.28
 GR1088'FEET NORTH OF JERK R.M. 1, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET
 GR1088'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 GR1088
 GR1088                          STATION RECOVERY (1966)
 GR1088
 GR1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GR1088'RECOVERED IN GOOD CONDITION.
 GR1088
 GR1088                          STATION RECOVERY (1980)
 GR1088
 GR1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1088'RECOVERED IN GOOD CONDITION.
 GR1088
 GR1088                          STATION RECOVERY (1983)
 GR1088
 GR1088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 GR1088'RECOVERED IN GOOD CONDITION.
 GR1088
 GR1088                          STATION RECOVERY (1996)
 GR1088
 GR1088'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0844 ***********************************************************************
 LR0844  DESIGNATION -  JERSEY
 LR0844  PID         -  LR0844
 LR0844  STATE/COUNTY-  NV/PERSHING
 LR0844  USGS QUAD   -  HOME STATION RANCH (1990)
 LR0844
 LR0844                         *CURRENT SURVEY CONTROL
 LR0844  ___________________________________________________________________
 LR0844* NAD 83(1994)-  40 14 32.18879(N)    117 30 11.92521(W)     ADJUSTED  
 LR0844* NAVD 88     -      1440.4    (meters)    4726.     (feet)  VERTCON   
 LR0844  ___________________________________________________________________
 LR0844  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 LR0844  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 LR0844
 LR0844  HORZ ORDER  -  SECOND
 LR0844
 LR0844.The horizontal coordinates were established by classical geodetic methods
 LR0844.and adjusted by the National Geodetic Survey in June 1998..
 LR0844
 LR0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0844
 LR0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0844
 LR0844.The geoid height was determined by GEOID03.
 LR0844
 LR0844;                    North         East     Units Scale Factor Converg.
 LR0844;SPC NV W     - 4,610,070.728   891,892.090   MT  1.00000391   +0 41 52.0
 LR0844;SPC NV W     -15,124,873.71  2,926,149.30   sFT  1.00000391   +0 41 52.0
 LR0844;SPC NV C     - 6,609,846.953   428,815.412   MT  0.99996236   -0 32 25.8
 LR0844;SPC NV C     -21,685,806.21  1,406,871.90   sFT  0.99996236   -0 32 25.8
 LR0844;UTM  11      - 4,454,769.376   457,189.521   MT  0.99962256   -0 19 30.6
 LR0844
 LR0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0844!SPC NV W     -   0.99977747  x   1.00000391  =   0.99978138
 LR0844!SPC NV C     -   0.99977747  x   0.99996236  =   0.99973984
 LR0844!UTM  11      -   0.99977747  x   0.99962256  =   0.99940011
 LR0844
 LR0844|---------------------------------------------------------------------|
 LR0844| PID    Reference Object                     Distance      Geod. Az  |
 LR0844|                                                           dddmmss.s |
 LR0844| DB8008 JERSEY RM 1                           7.744 METERS 01310     |
 LR0844| DB8007 JERSEY AZ MK                                       0953202.1 |
 LR0844| LR0840 STORM                               APPROX. 9.3 KM 1241828.0 |
 LR0844| DB8009 JERSEY RM 2                           6.283 METERS 29106     |
 LR0844| LR0843 AIRWAY BCN 32 SW OF BATTLE MTN      APPROX. 8.1 KM 3580909.0 |
 LR0844|---------------------------------------------------------------------|
 LR0844
 LR0844                          SUPERSEDED SURVEY CONTROL
 LR0844
 LR0844  NAD 83(1986)-  40 14 32.19144(N)    117 30 11.91856(W) AD(       ) 2
 LR0844  NAD 27      -  40 14 32.49630(N)    117 30 08.51460(W) AD(       ) 2
 LR0844  NGVD 29 (07/19/86) 1439.3    (m)         4722.     (f) VERT ANG       
 LR0844
 LR0844.Superseded values are not recommended for survey control.
 LR0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0844.See file dsdata.txt to determine how the superseded data were derived.
 LR0844
 LR0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME5719054769(NAD 83)
 LR0844_MARKER: DS = TRIANGULATION STATION DISK
 LR0844_SETTING: 80 = SET IN A BOULDER
 LR0844_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LR0844
 LR0844  HISTORY     - Date     Condition        Report By
 LR0844  HISTORY     - 1958     MONUMENTED       CGS
 LR0844  HISTORY     - 1974     GOOD             DMA
 LR0844
 LR0844                          STATION DESCRIPTION
 LR0844
 LR0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0844'THE STATION IS LOCATED, AIRLINE, ABOUT 22 MILES WEST OF STATE
 LR0844'HIGHWAY 8A, 4-1/2 MILES SOUTHWEST OF DACIES PASS AND 2-1/2
 LR0844'MILES WEST OF THE EAST BOUNDARY LINE OF PERSHING COUNTY AND
 LR0844'ON THE SUMMIT OF A SMALL KNOLL.
 LR0844'
 LR0844'TO REACH THE STATION FROM THE POST OFFICE IN BATTLE MOUNTAIN
 LR0844'GO WEST ON U.S. HIGHWAY 40 FOR 0.1 MILE TO STATE HIGHWAY
 LR0844'8A.  TURN LEFT SOUTH AND GO FOR 11.9 MILES TO A PAVED SIDE
 LR0844'ROAD ON THE RIGHT.  TURN RIGHT WEST AND GO FOR 2.3 MILES TO
 LR0844'A FORK.  TAKE THE LEFT FORK AND GO SOUTHERLY FOR 5.8 MILES ON
 LR0844'A GRAVELED ROAD TO A SIDE ROAD ON THE LEFT.  CONTINUE STRAIGHT
 LR0844'AHEAD FOR 8.7 MILES SOUTHERLY TO A SIDE ROAD ON THE RIGHT
 LR0844'LEADING TO BUFFALO RANCH.  CONTINUE STRAIGHT AHEAD SOUTHERLY
 LR0844'FOR 7.7 MILES TO A REVERSE FORK.  CONTINUE STRAIGHT AHEAD
 LR0844'SOUTHERLY FOR 0.8 MILES TO THE SUMMIT OF DACIES PASS.
 LR0844'CONTINUE STRAIGHT AHEAD FOR 1.5 MILES SOUTHERLY TO A SIDE ROAD
 LR0844'ON THE RIGHT.  TURN RIGHT WESTERLY AND GO FOR 3.6 MILES TO
 LR0844'A REVERSE FORK.  CONTINUE STRAIGHT AHEAD WESTERLY FOR 0.25
 LR0844'MILE, TURN LEFT SOUTHERLY AND GO CROSS COUNTRY FOR 0.15
 LR0844'MILE TO A SMALL KNOLL AND THE END OF TRUCK TRAVEL.  PACK UP
 LR0844'THE SMALL HILL TO THE HIGHEST POINT AND THE STATION SITE.
 LR0844'THIS IS ABOUT A 5 MINUTE PACK.
 LR0844'
 LR0844'THE STATION MARK IS A STANDARD DISK STAMPED JERSEY 1958 CEMENTED
 LR0844'IN A DRILL HOLE IN A BOULDER ABOUT 2 FEET IN DIAMETER AND
 LR0844'PROJECTS 6 INCHES ABOVE THE GROUND.
 LR0844'
 LR0844'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED JERSEY
 LR0844'NO 1 1958 CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 1 FOOT
 LR0844'IN DIAMETER AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 LR0844'IT IS ABOUT 6 INCHES LOWER THAN THE STATION.
 LR0844'
 LR0844'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED JERSEY
 LR0844'NO 2 1958 CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 2-1/2
 LR0844'FEET IN DIAMETER AND IS FLUSH WITH THE GROUND.  IT IS ABOUT
 LR0844'2-1/2 FEET LOWER THAN THE STATION.
 LR0844'
 LR0844'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JERSEY 1958 SET
 LR0844'IN THE TOP OF A 10-INCH CONCRETE POST THAT PROJECTS ABOUT 8
 LR0844'INCHES ABOVE THE GROUND.  TO REACH THE MARK FROM THE STATION
 LR0844'GO TO THE LAST REVERSE FORK MENTIONED ABOVE, TURN LEFT
 LR0844'EASTERLY AND GO FOR 0.15 MILE TO THE MARK ON THE LEFT.
 LR0844
 LR0844                          STATION RECOVERY (1974)
 LR0844
 LR0844'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974 (CT)
 LR0844'THE STATION MARK, AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 LR0844'DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR ON THIS VISIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0507 ***********************************************************************
 KR0507  DESIGNATION -  JESS 2
 KR0507  PID         -  KR0507
 KR0507  STATE/COUNTY-  NV/CHURCHILL
 KR0507  USGS QUAD   -  WHITE PLAINS (1986)
 KR0507
 KR0507                         *CURRENT SURVEY CONTROL
 KR0507  ___________________________________________________________________
 KR0507* NAD 83(1994)-  39 54 52.59693(N)    118 49 17.19782(W)     ADJUSTED  
 KR0507* NAVD 88     -      1201.00   (meters)    3940.3    (feet)  RESET     
 KR0507  ___________________________________________________________________
 KR0507  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 KR0507  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 KR0507
 KR0507  HORZ ORDER  -  THIRD
 KR0507  VERT ORDER  -  THIRD
 KR0507
 KR0507.The horizontal coordinates were established by classical geodetic methods
 KR0507.and adjusted by the National Geodetic Survey in June 1998..
 KR0507.No horizontal observational check was made to the station.
 KR0507
 KR0507.The orthometric height was computed from unverified reset data.
 KR0507
 KR0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0507
 KR0507.The geoid height was determined by GEOID03.
 KR0507
 KR0507;                    North         East     Units Scale Factor Converg.
 KR0507;SPC NV W     - 4,573,159.374   779,643.546   MT  0.99990510   -0 09 10.0
 KR0507;SPC NV W     -15,003,773.71  2,557,880.53   sFT  0.99990510   -0 09 10.0
 KR0507;UTM  11      - 4,419,867.898   344,323.922   MT  0.99989836   -1 10 08.2
 KR0507
 KR0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0507!SPC NV W     -   0.99981533  x   0.99990510  =   0.99972044
 KR0507!UTM  11      -   0.99981533  x   0.99989836  =   0.99971370
 KR0507
 KR0507|---------------------------------------------------------------------|
 KR0507| PID    Reference Object                     Distance      Geod. Az  |
 KR0507|                                                           dddmmss.s |
 KR0507| DB1959 JESS 2 RM 3                           8.703 METERS 01623     |
 KR0507| KR1551 POLE                                APPROX. 4.6 KM 0411044.3 |
 KR0507| DB1960 JESS 2 RM 4                           8.034 METERS 11236     |
 KR0507| KR0505 JESS                                135.332 METERS 22111     |
 KR0507|---------------------------------------------------------------------|
 KR0507
 KR0507                          SUPERSEDED SURVEY CONTROL
 KR0507
 KR0507  NAD 83(1986)-  39 54 52.60312(N)    118 49 17.19293(W) AD(       ) 3
 KR0507  NAD 27      -  39 54 52.92390(N)    118 49 13.62840(W) AD(       ) 3
 KR0507  NGVD 29 (07/19/86) 1200.92   (m)         3940.0    (f) LEVELING    3  
 KR0507
 KR0507.Superseded values are not recommended for survey control.
 KR0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0507.See file dsdata.txt to determine how the superseded data were derived.
 KR0507
 KR0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE4432419868(NAD 83)
 KR0507_MARKER: DS = TRIANGULATION STATION DISK
 KR0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0507_SP_SET: CONCRETE POST
 KR0507_STAMPING: JESS 2 1960
 KR0507_MARK LOGO: CGS   
 KR0507_PROJECTION: PROJECTING 10 CENTIMETERS
 KR0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0507+STABILITY: SURFACE MOTION
 KR0507
 KR0507  HISTORY     - Date     Condition        Report By
 KR0507  HISTORY     - 1960     MONUMENTED       NVDH
 KR0507  HISTORY     - 1960     GOOD             CGS
 KR0507  HISTORY     - 1986     GOOD             NGS
 KR0507
 KR0507                          STATION DESCRIPTION
 KR0507
 KR0507'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1960
 KR0507'THE STATION IS LOCATED 11.65 MILES SOUTHWEST ALONG U.S. HIGHWAY
 KR0507'40 FROM THE TOY RAILROAD STATION TO THE JESSUP INTERCHANGE,
 KR0507'560 FEET NORTH OF THE WESTBOUND LANE BRIDGE AT THE JESSUP
 KR0507'INTERCHANGE, 360 FEET NORTHWEST OF THE WEST END OF A DOUBLE
 KR0507'24-INCH V.C.P. AT STATION OW 939+00.  IT IS A STANDARD DISK
 KR0507'STAMPED JESS 2 1960 AND SET IN THE TOP OF A SQUARE CONCRETE
 KR0507'POST PROJECTING 0.3 FOOT ABOVE GROUND SURFACE.
 KR0507
 KR0507                          STATION RECOVERY (1960)
 KR0507
 KR0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KR0507'11.65 MI SW FROM TOY.
 KR0507'THIS MARK IS LOCATED 11.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM
 KR0507'THE TOY RAILROAD STATION TO THE JESSUP INTERCHANGE, 560 FEET NORTH OF
 KR0507'THE WESTBOUND LANE BRIDGE AT THE JESSUP INTERCHANGE 360 FEET NORTHWEST
 KR0507'OF THE WEST END OF A DOUBLE 24 V.C.P. AT STA. OW 939+00, 26.36 FEET
 KR0507'EAST OF R.M. NO. 4 AND 28.55 FEET SOUTH OF R.M. NO. 3, AND SET IN THE
 KR0507'TOP OF A SQUARE CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND
 KR0507'SURFACE.
 KR0507
 KR0507                          STATION RECOVERY (1986)
 KR0507
 KR0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0507'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 3.8 KM (2.4 MI)
 KR0507'NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST OFFICE IN
 KR0507'FERNLEY, THENCE 48.3 KM (30.0 MI) NORTHEAST ALONG I-80, 0.27 KM (0.16
 KR0507'MI) SOUTHWEST OF MILE POST 79, 139.3 METERS (457 FT) NORTHWEST OF THE
 KR0507'CENTERLINE OF THE WESTBOUND LANES, 101.8 METERS (334 FT) NORTHWEST OF
 KR0507'BENCH MARK 001-1 38 NVDH, 76.5 METERS (251 FT) NORTH-NORTHEAST OF THE
 KR0507'CENTERLINE OF AN OFFRAMP, 29.0 METERS (95.0 FT) NORTH-NORTHEAST OF THE
 KR0507'CENTERLINE OF A FENCE, 8.7 METERS (28.5 FT) SOUTH OF RM 3, 8.1 METERS
 KR0507'(26.5 FT) EAST OF RM 4.  NOTE--NOT LEVELED DURING THIS SURVEY.
 KR0507'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 KR0507'THE MARK IS 1.5 M ABOVE THE OFFRAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1864 ***********************************************************************
 KR1864  DESIGNATION -  JESSUP
 KR1864  PID         -  KR1864
 KR1864  STATE/COUNTY-  NV/CHURCHILL
 KR1864  USGS QUAD   -  JESSUP (1986)
 KR1864
 KR1864                         *CURRENT SURVEY CONTROL
 KR1864  ___________________________________________________________________
 KR1864* NAD 83(1994)-  39 55 38.76791(N)    118 53 10.30389(W)     ADJUSTED  
 KR1864* NAVD 88     -      1677.2    (meters)    5503.     (feet)  VERT ANG  
 KR1864  ___________________________________________________________________
 KR1864  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 KR1864  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 KR1864
 KR1864  HORZ ORDER  -  THIRD
 KR1864
 KR1864.The horizontal coordinates were established by classical geodetic methods
 KR1864.and adjusted by the National Geodetic Survey in June 1998..
 KR1864
 KR1864.The orthometric height was determined by vertical angle observations.
 KR1864
 KR1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1864
 KR1864.The geoid height was determined by GEOID03.
 KR1864
 KR1864;                    North         East     Units Scale Factor Converg.
 KR1864;SPC NV W     - 4,574,600.034   774,112.641   MT  0.99990825   -0 11 39.8
 KR1864;SPC NV W     -15,008,500.28  2,539,734.56   sFT  0.99990825   -0 11 39.8
 KR1864;UTM  11      - 4,421,406.438   338,819.427   MT  0.99991983   -1 12 39.1
 KR1864
 KR1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1864!SPC NV W     -   0.99974064  x   0.99990825  =   0.99964892
 KR1864!UTM  11      -   0.99974064  x   0.99991983  =   0.99966049
 KR1864
 KR1864|---------------------------------------------------------------------|
 KR1864| PID    Reference Object                     Distance      Geod. Az  |
 KR1864|                                                           dddmmss.s |
 KR1864| CS7111 JESSUP RM 2                           7.227 METERS 04643     |
 KR1864| KR1542 MIRIAM                              APPROX.14.6 KM 0564211.2 |
 KR1864| CS7110 JESSUP RM 1                           5.828 METERS 26135     |
 KR1864|---------------------------------------------------------------------|
 KR1864
 KR1864                          SUPERSEDED SURVEY CONTROL
 KR1864
 KR1864  NAD 83(1986)-  39 55 38.77966(N)    118 53 10.29361(W) AD(       ) 3
 KR1864  NGVD 29 (10/14/92) 1676.4    (m)         5500.     (f) VERT ANG       
 KR1864
 KR1864.Superseded values are not recommended for survey control.
 KR1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1864.See file dsdata.txt to determine how the superseded data were derived.
 KR1864
 KR1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE3881921406(NAD 83)
 KR1864_MARKER: DS = TRIANGULATION STATION DISK
 KR1864_SETTING: 80 = SET IN A BOULDER
 KR1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1864+STABILITY: SURFACE MOTION
 KR1864
 KR1864  HISTORY     - Date     Condition        Report By
 KR1864  HISTORY     - 1950     MONUMENTED       USGS
 KR1864
 KR1864                          STATION DESCRIPTION
 KR1864
 KR1864'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KR1864'LOCATED ABOUT 12 MI NE. OF BRADYS HOT SPRINGS, 11 MI NW. OF
 KR1864'PARRAN, 2 MI SW. OF OLD MINING TOWN OF JESSUP.  ON TOP OF ONE OF
 KR1864'HIGHEST PEAKS IN VICINITY, ON SOUTHERN END OF PEAK.
 KR1864'
 KR1864'TO REACH FROM BRADYS HOT SPRINGS, DRIVE NE. ON U.S. HWY. 40 TO
 KR1864'RD. FORKS AND SIGN JESSUP.  TURN LEFT 3.2 MI TO RD. FORKS.  TAKE
 KR1864'LEFT FORK 1.2 MI TO OLD TOWN OF JESSUP, CONTINUE STRAIGHT AHEAD
 KR1864'3.1 MI TO DIM RD. FORKS.  TAKE LEFT FORK THROUGH SADDLE 1.1 MI.
 KR1864'LEAVE RD. AND DRIVE NE. UP MAIN DRAIN 1.8 MI TO END OF TRUCK
 KR1864'TRAVEL.  WALK NE. TO HIGHEST POINT OF PEAK AND STATION.  A
 KR1864'20-MINUTE PACK.
 KR1864'
 KR1864'STATION MARK--STANDARD TABLET STAMPED---JESSUP 1950---, CEMENTED IN
 KR1864'BURIED BOULDER.
 KR1864'
 KR1864'RM 1--STANDARD RM TABLET STAMPED---JESSUP NO 1 1950---, CEMENTED IN
 KR1864'BURIED BOULDER.
 KR1864'
 KR1864'RM 2--STANDARD RM TABLET STAMPED---JESSUP NO 2 1950---, CEMENTED IN
 KR1864'BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0984 ***********************************************************************
 GR0984  DESIGNATION -  JET
 GR0984  PID         -  GR0984
 GR0984  STATE/COUNTY-  NV/CLARK
 GR0984  USGS QUAD   -  VALLEY (1982)
 GR0984
 GR0984                         *CURRENT SURVEY CONTROL
 GR0984  ___________________________________________________________________
 GR0984* NAD 83(1994)-  36 16 59.79231(N)    115 01 14.29735(W)     ADJUSTED  
 GR0984* NAVD 88     -       619.951  (meters)    2033.96   (feet)  POSTED    
 GR0984  ___________________________________________________________________
 GR0984  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 GR0984  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 GR0984  DYNAMIC HT  -         619.320 (meters)    2031.89  (feet)  COMP
 GR0984  MODELED GRAV-     979,595.5   (mgal)                       NAVD 88
 GR0984
 GR0984  HORZ ORDER  -  SECOND
 GR0984  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0984
 GR0984.The horizontal coordinates were established by classical geodetic methods
 GR0984.and adjusted by the National Geodetic Survey in June 1998..
 GR0984
 GR0984.The orthometric height was determined by differential leveling
 GR0984.and adjusted by the National Geodetic Survey in 1992..
 GR0984.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0984.rate of 0.0 thru 1.0 mm/km.
 GR0984
 GR0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0984
 GR0984.The geoid height was determined by GEOID03.
 GR0984
 GR0984.The dynamic height is computed by dividing the NAVD 88
 GR0984.geopotential number by the normal gravity value computed on the
 GR0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0984.degrees latitude (g = 980.6199 gals.).
 GR0984
 GR0984.The modeled gravity was interpolated from observed gravity values.
 GR0984
 GR0984;                    North         East     Units Scale Factor Converg.
 GR0984;SPC NV E     - 8,170,246.945   250,547.799   MT  0.99993147   +0 19 58.8
 GR0984;SPC NV E     -26,805,218.52    822,005.57   sFT  0.99993147   +0 19 58.8
 GR0984;UTM  11      - 4,017,186.128   677,765.685   MT  0.99998937   +1 10 17.9
 GR0984
 GR0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0984!SPC NV E     -   0.99990706  x   0.99993147  =   0.99983854
 GR0984!UTM  11      -   0.99990706  x   0.99998937  =   0.99989643
 GR0984
 GR0984:                Primary Azimuth Mark                     Grid Az
 GR0984:SPC NV E     -  DIKE                                     014 09 21.7
 GR0984:UTM  11      -  DIKE                                     013 19 02.6
 GR0984
 GR0984|---------------------------------------------------------------------|
 GR0984| PID    Reference Object                     Distance      Geod. Az  |
 GR0984|                                                           dddmmss.s |
 GR0984| GR1921 DIKE                                APPROX. 2.7 KM 0142920.5 |
 GR0984| GR0983 JET RM 1                              9.025 METERS 12050     |
 GR0984| GR0985 JET RM 2                              9.919 METERS 20320     |
 GR0984|---------------------------------------------------------------------|
 GR0984
 GR0984                          SUPERSEDED SURVEY CONTROL
 GR0984
 GR0984  NAD 83(1994)-  36 16 59.79274(N)    115 01 14.29932(W) AD(       ) 2
 GR0984  NAD 83(1992)-  36 16 59.79461(N)    115 01 14.30092(W) AD(       ) 2
 GR0984  NAD 83(1992)-  36 16 59.79393(N)    115 01 14.30137(W) AD(       ) 2
 GR0984  NAD 83(1986)-  36 16 59.78360(N)    115 01 14.28124(W) AD(       ) 2
 GR0984  NAD 27      -  36 16 59.89200(N)    115 01 11.27200(W) AD(       ) 2
 GR0984  NGVD 29 (??/??/92)  619.271  (m)         2031.72   (f) ADJ UNCH    2 0
 GR0984
 GR0984.Superseded values are not recommended for survey control.
 GR0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0984.See file dsdata.txt to determine how the superseded data were derived.
 GR0984
 GR0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA7776617186(NAD 83)
 GR0984_MARKER: DS = TRIANGULATION STATION DISK
 GR0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0984_STAMPING: JET 1957
 GR0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0984+STABILITY: SURFACE MOTION
 GR0984
 GR0984  HISTORY     - Date     Condition        Report By
 GR0984  HISTORY     - 1957     MONUMENTED       CGS
 GR0984  HISTORY     - 1957     GOOD             CGS
 GR0984  HISTORY     - 1960     SEE DESCRIPTION  CGS
 GR0984  HISTORY     - 1979     GOOD             NVGS
 GR0984  HISTORY     - 1981     GOOD             LOCENG
 GR0984  HISTORY     - 1983     GOOD             USE
 GR0984
 GR0984                          STATION DESCRIPTION
 GR0984
 GR0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR0984'THE STATION IS LOCATED BY A POWER LINE, ABOUT 10 MILES NORTHEAST
 GR0984'OF LAS VEGAS, AND ABOUT 1 MILE NORTHWEST OF HIGHWAY 91.
 GR0984'
 GR0984'TO REACH FROM POST OFFICE IN NORTH LAS VEGAS, GO NORTHEAST ON U.S.
 GR0984'HIGHWAY 91 FOR 9.6 MILES TO SIGN LAKE MEAD BASE, CONTINUE ON
 GR0984'FOR 0.05 MILE TO SIDE ROAD LEFT.  TURN LEFT (NORTHWEST) ON
 GR0984'GRADED ROAD 100 YARDS SOUTHWEST OF RAILROAD TRACKS.  GO FOR 1.1
 GR0984'MILES TO POWER LINE, TURN RIGHT (NORTHWEST) ON POWER LINE ROAD.
 GR0984'GO 0.1 MILE TO RAILROAD TRACKS, CROSS AND CONTINUE ON POWER LINE
 GR0984'ROAD.  GO 0.25 MILE TO STATION 12 FEET TO EAST SIDE OF ROAD AND
 GR0984'7.52 FEET FROM WHITE WITNESS POST.  THE STATION MARK, STAMPED
 GR0984'JET 1957, IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE
 GR0984'POST WHICH PROJECTS ABOUT 3 INCHES.
 GR0984'
 GR0984'REFERENCE MARK NO. 1, STAMPED JET NO. 1 1957, IS A STANDARD
 GR0984'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 GR0984'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 GR0984'
 GR0984'REFERENCE MARK NO. 2, STAMPED JET NO. 2 1957, IS A STANDARD
 GR0984'BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 GR0984'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 GR0984
 GR0984                          STATION RECOVERY (1957)
 GR0984
 GR0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GR0984'9.55 MI NE FROM NORTH LAS VEGAS.
 GR0984'8.55 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0984'NORTH LAS VEGAS, 1.0 MILE NORTHWEST OF HIGHWAY, 41 FEET WEST OF THIRD
 GR0984'PAIR OF POWER LINE POLES NORTHEAST OF POINT WHERE POWER LINE CROSSES
 GR0984'RAILROAD SPUR TO LAKE MEAD BASE, 45 FEET EAST OF SECOND POLE IN DOUBLE
 GR0984'LINE, 7.5 FEET SOUTHWEST OF WITNESS POST, 30 FEET SOUTHEAST OF CENTER
 GR0984'OF GRADED ROAD, SET IN SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GR0984
 GR0984                          STATION RECOVERY (1960)
 GR0984
 GR0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (MKM)
 GR0984'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GR0984'
 GR0984'R.M. NO. 1 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GR0984'
 GR0984'R.M. NO. 2 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GR0984
 GR0984                          STATION RECOVERY (1979)
 GR0984
 GR0984'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 1979
 GR0984'RECOVERED IN GOOD CONDITION.
 GR0984
 GR0984                          STATION RECOVERY (1981)
 GR0984
 GR0984'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (DLH)
 GR0984'STATION RECOVERED IN GOOD CONDITION.
 GR0984'
 GR0984'RM 1 RECOVERED IN GOOD CONDITION.
 GR0984'
 GR0984'RM 2 RECOVERED IN GOOD CONDITION.
 GR0984'
 GR0984'MARK STAMPED--JET 1957.
 GR0984
 GR0984                          STATION RECOVERY (1983)
 GR0984
 GR0984'RECOVERY NOTE BY US ENGINEERS 1983 (DRT)
 GR0984'JET 1957 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1156 ***********************************************************************
 AI1156  DESIGNATION -  JET
 AI1156  PID         -  AI1156
 AI1156  STATE/COUNTY-  NV/NYE
 AI1156  USGS QUAD   -  TOPOPAH SPRING NW (1961)
 AI1156
 AI1156                         *CURRENT SURVEY CONTROL
 AI1156  ___________________________________________________________________
 AI1156* NAD 83(1994)-  36 53 27.92700(N)    116 28 46.38573(W)     ADJUSTED  
 AI1156* NAVD 88     -      1753.3    (meters)    5752.     (feet)  VERTCON   
 AI1156  ___________________________________________________________________
 AI1156  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 AI1156  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AI1156
 AI1156  HORZ ORDER  -  THIRD
 AI1156
 AI1156.The horizontal coordinates were established by classical geodetic methods
 AI1156.and adjusted by the National Geodetic Survey in March 1999..
 AI1156
 AI1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1156
 AI1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1156
 AI1156.The geoid height was determined by GEOID03.
 AI1156
 AI1156;                    North         East     Units Scale Factor Converg.
 AI1156;SPC NV C     - 6,237,558.865   516,677.491   MT  0.99990343   +0 06 44.4
 AI1156;SPC NV C     -20,464,391.04  1,695,132.74   sFT  0.99990343   +0 06 44.4
 AI1156;UTM  11      - 4,082,917.269   546,373.594   MT  0.99962649   +0 18 44.7
 AI1156
 AI1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1156!SPC NV C     -   0.99972921  x   0.99990343  =   0.99963267
 AI1156!UTM  11      -   0.99972921  x   0.99962649  =   0.99935580
 AI1156
 AI1156                          SUPERSEDED SURVEY CONTROL
 AI1156
 AI1156  NGVD 29 (03/11/99) 1752.3    (m)         5749.     (f) VERT ANG       
 AI1156
 AI1156.Superseded values are not recommended for survey control.
 AI1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1156.See file dsdata.txt to determine how the superseded data were derived.
 AI1156
 AI1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA4637482917(NAD 83)
 AI1156_MARKER: DS = TRIANGULATION STATION DISK
 AI1156_SETTING: 66 = SET IN ROCK OUTCROP
 AI1156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1156+STABILITY: POSITION/ELEVATION WELL
 AI1156
 AI1156  HISTORY     - Date     Condition        Report By
 AI1156  HISTORY     - 1959     MONUMENTED       USGS
 AI1156
 AI1156                          STATION DESCRIPTION
 AI1156
 AI1156'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AI1156'LOCATED ABOUT 17 MI. NNW. OF LATHROP WELLS, ABOUT 6 MI. NW. OF THE S.
 AI1156'END OF FORTY MILE CANYON, 30 FT. E. OF THE RIM ON THE N. END OF YUCCA
 AI1156'MOUNTAIN. STATION REACHED BY HELICOPTER. STATION MARK--STANDARD TABLET
 AI1156'STAMPED---JET 1959--- SET IN ROCK IN PLACE. REFERENCE MARK NO.
 AI1156'1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1 1959--- SET IN SOLID
 AI1156'ROCK, 28.22 FT. FROM AND LEVEL WITH THE STATION MARK IN DIRECTI 54
 AI1156'DEGREES 55 MINUTES. REFERENCE MARK NO. 2--STANDARD REFERENCE MARK
 AI1156'TABLET STAMPED---NO 2 1959--- SET IN SOLID ROCK, 37.50 FT. FROM AND 1
 AI1156'FT. HIGHER THAN THE STATION MARK IN DIRECTI 147 DEGREES 02 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0983 ***********************************************************************
 GR0983  DESIGNATION -  JET RM 1
 GR0983  PID         -  GR0983
 GR0983  STATE/COUNTY-  NV/CLARK
 GR0983  USGS QUAD   -  VALLEY (1982)
 GR0983
 GR0983                         *CURRENT SURVEY CONTROL
 GR0983  ___________________________________________________________________
 GR0983* NAD 83(1986)-  36 16 59.     (N)    115 01 14.     (W)     SCALED    
 GR0983* NAVD 88     -       619.976  (meters)    2034.04   (feet)  POSTED    
 GR0983  ___________________________________________________________________
 GR0983  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 GR0983  DYNAMIC HT  -         619.340 (meters)    2031.95  (feet)  COMP
 GR0983  MODELED GRAV-     979,595.5   (mgal)                       NAVD 88
 GR0983
 GR0983  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0983
 GR0983.The horizontal coordinates were scaled from a topographic map and have
 GR0983.an estimated accuracy of +/- 6 seconds.
 GR0983
 GR0983.The orthometric height was determined by differential leveling
 GR0983.and adjusted by the National Geodetic Survey in 1992..
 GR0983.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0983.rate of 0.0 thru 1.0 mm/km.
 GR0983
 GR0983.The geoid height was determined by GEOID03.
 GR0983
 GR0983.The dynamic height is computed by dividing the NAVD 88
 GR0983.geopotential number by the normal gravity value computed on the
 GR0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0983.degrees latitude (g = 980.6199 gals.).
 GR0983
 GR0983.The modeled gravity was interpolated from observed gravity values.
 GR0983
 GR0983;                    North         East    Units  Estimated Accuracy
 GR0983;SPC NV E     - 8,170,220.      250,560.      MT  (+/- 180 meters Scaled)
 GR0983
 GR0983                          SUPERSEDED SURVEY CONTROL
 GR0983
 GR0983  NGVD 29 (??/??/92)  619.296  (m)         2031.81   (f) ADJ UNCH    2 0
 GR0983
 GR0983.Superseded values are not recommended for survey control.
 GR0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0983.See file dsdata.txt to determine how the superseded data were derived.
 GR0983
 GR0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA777171(NAD 83)
 GR0983_MARKER: DR = REFERENCE MARK DISK
 GR0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0983_STAMPING: JET NO 1 1957
 GR0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0983+STABILITY: SURFACE MOTION
 GR0983
 GR0983  HISTORY     - Date     Condition        Report By
 GR0983  HISTORY     - 1957     MONUMENTED       CGS
 GR0983  HISTORY     - 1979     GOOD             NVGS
 GR0983
 GR0983                          STATION DESCRIPTION
 GR0983
 GR0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0983'9.55 MI NE FROM NORTH LAS VEGAS.
 GR0983'8.55 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE  POST OFFICE IN
 GR0983'NORTH LAS VEGAS, 1.0 MILE NORTHWEST OF HIGHWAY, 46 FEET WEST OF THIRD
 GR0983'PAIR OF POWER LINE POLES NORTHEAST OF POINT WHERE POWER LINE CROSSES
 GR0983'RAILROAD SPUR TO LAKE MEAD BASE, 29.5 FEET EAST OF STATION, 60 FEET
 GR0983'EAST OF CENTER OF GRADED ROAD, SET IN SQUARE CONCRETE POST PROJECTING
 GR0983'ABOUT 3 INCHES.
 GR0983
 GR0983                          STATION RECOVERY (1979)
 GR0983
 GR0983'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 1979
 GR0983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0985 ***********************************************************************
 GR0985  DESIGNATION -  JET RM 2
 GR0985  PID         -  GR0985
 GR0985  STATE/COUNTY-  NV/CLARK
 GR0985  USGS QUAD   -  VALLEY (1982)
 GR0985
 GR0985                         *CURRENT SURVEY CONTROL
 GR0985  ___________________________________________________________________
 GR0985* NAD 83(1986)-  36 16 59.     (N)    115 01 14.     (W)     SCALED    
 GR0985* NAVD 88     -       619.740  (meters)    2033.26   (feet)  POSTED    
 GR0985  ___________________________________________________________________
 GR0985  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 GR0985  DYNAMIC HT  -         619.110 (meters)    2031.20  (feet)  COMP
 GR0985  MODELED GRAV-     979,595.5   (mgal)                       NAVD 88
 GR0985
 GR0985  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0985
 GR0985.The horizontal coordinates were scaled from a topographic map and have
 GR0985.an estimated accuracy of +/- 6 seconds.
 GR0985
 GR0985.The orthometric height was determined by differential leveling
 GR0985.and adjusted by the National Geodetic Survey in 1992..
 GR0985.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0985.rate of 0.0 thru 1.0 mm/km.
 GR0985
 GR0985.The geoid height was determined by GEOID03.
 GR0985
 GR0985.The dynamic height is computed by dividing the NAVD 88
 GR0985.geopotential number by the normal gravity value computed on the
 GR0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0985.degrees latitude (g = 980.6199 gals.).
 GR0985
 GR0985.The modeled gravity was interpolated from observed gravity values.
 GR0985
 GR0985;                    North         East    Units  Estimated Accuracy
 GR0985;SPC NV E     - 8,170,220.      250,560.      MT  (+/- 180 meters Scaled)
 GR0985
 GR0985                          SUPERSEDED SURVEY CONTROL
 GR0985
 GR0985  NGVD 29 (??/??/92)  619.059  (m)         2031.03   (f) ADJ UNCH    2 0
 GR0985
 GR0985.Superseded values are not recommended for survey control.
 GR0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0985.See file dsdata.txt to determine how the superseded data were derived.
 GR0985
 GR0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA777171(NAD 83)
 GR0985_MARKER: DR = REFERENCE MARK DISK
 GR0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0985_STAMPING: JET NO 2 1957
 GR0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0985+STABILITY: SURFACE MOTION
 GR0985
 GR0985  HISTORY     - Date     Condition        Report By
 GR0985  HISTORY     - 1957     MONUMENTED       CGS
 GR0985  HISTORY     - 1979     GOOD             NVGS
 GR0985
 GR0985                          STATION DESCRIPTION
 GR0985
 GR0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0985'9.55 MI NE FROM NORTH LAS VEGAS.
 GR0985'8.55 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0985'NORTH LAS VEGAS, 1.0 MILE NORTHWEST OF HIGHWAY, 41 FEET WEST OF THIRD
 GR0985'PAIR OF POWER LINE POLES NORTHEAST OF POINT WHERE POWER LINE CROSSES
 GR0985'RAILROAD SPUR TO LAKE MEAD BASE, 32 FEET EAST OF CENTER GRADED ROAD,
 GR0985'45 FEET EAST OF SECOND POLE IN DOUBLE POWER LINE, SET IN SQUARE
 GR0985'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 GR0985
 GR0985                          STATION RECOVERY (1979)
 GR0985
 GR0985'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 1979
 GR0985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9362 ***********************************************************************
 AH9362  DESIGNATION -  JIGGS
 AH9362  PID         -  AH9362
 AH9362  STATE/COUNTY-  NV/ELKO
 AH9362  USGS QUAD   -  JIGGS (1985)
 AH9362
 AH9362                         *CURRENT SURVEY CONTROL
 AH9362  ___________________________________________________________________
 AH9362* NAD 83(1994)-  40 22 57.75154(N)    115 42 45.84296(W)     ADJUSTED  
 AH9362* NAVD 88     -      1723.5    (meters)    5655.     (feet)  VERTCON   
 AH9362  ___________________________________________________________________
 AH9362  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 AH9362  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 AH9362
 AH9362  HORZ ORDER  -  THIRD
 AH9362
 AH9362.The horizontal coordinates were established by classical geodetic methods
 AH9362.and adjusted by the National Geodetic Survey in March 1999..
 AH9362
 AH9362.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9362
 AH9362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9362
 AH9362.The geoid height was determined by GEOID03.
 AH9362
 AH9362;                    North         East     Units Scale Factor Converg.
 AH9362;SPC NV E     - 8,625,111.558   189,012.998   MT  0.99990149   -0 05 01.8
 AH9362;SPC NV E     -28,297,553.50    620,120.14   sFT  0.99990149   -0 05 01.8
 AH9362;UTM  11      - 4,471,030.877   609,266.232   MT  0.99974696   +0 50 02.7
 AH9362
 AH9362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9362!SPC NV E     -   0.99973273  x   0.99990149  =   0.99963425
 AH9362!UTM  11      -   0.99973273  x   0.99974696  =   0.99947976
 AH9362
 AH9362                          SUPERSEDED SURVEY CONTROL
 AH9362
 AH9362  NGVD 29 (03/11/99) 1722.4    (m)         5651.     (f) VERT ANG       
 AH9362
 AH9362.Superseded values are not recommended for survey control.
 AH9362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9362.See file dsdata.txt to determine how the superseded data were derived.
 AH9362
 AH9362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE0926671031(NAD 83)
 AH9362_MARKER: DS = TRIANGULATION STATION DISK
 AH9362_SETTING: 66 = SET IN ROCK OUTCROP
 AH9362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9362+STABILITY: POSITION/ELEVATION WELL
 AH9362
 AH9362  HISTORY     - Date     Condition        Report By
 AH9362  HISTORY     - 1933     MONUMENTED       USGS
 AH9362
 AH9362                          STATION DESCRIPTION
 AH9362
 AH9362'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 AH9362'LOCATED ABOUT 3.5 MI SW OF JIGGS, ON BLUFF E OF SOUTH FORK OF HUMBOLDT
 AH9362'RIVER, ON PROPERTY OWNED BY FRANK ODIAGA. TO REACH FROM JIGGS, DRIVE S
 AH9362'ABOUT 0.3 MI TO RD RIGHT JUST AFTER CROSSING BRIDGE, CONTINUE W FOR
 AH9362'1.3 MI,TAKE LEFT FORK AT---Y---AND CONTUE 0.8 MI TO RD FORKS FROM
 AH9362'HYLTON RANCH, TAKE LEFT FORK FOR ABOUT 100 FT THEN LEFT FORK AGAIN AND
 AH9362'FOLLOW RD S ALONG FENCE FOR 2.8 MI. STATION IS ON TOP OF BENCH LEFT OF
 AH9362'RD AND ABOUT 400 FT E OF EDGE OF BENCH. STATION MARK--STANDARD TABLET
 AH9362'STAMPED---JIGGS 1933---CEMENTED IN ROCK BURIED FLUSH WITH GROUND.
 AH9362'REFERENCE MARK NO.1--A THREE QUARTER INCH GALVANIZED IRON PIPE 2.5 FT
 AH9362'LONG DRIVEN INTO GROUND AND PROJECTING 6 IN ABOVE SURFACE, 13.55 FT
 AH9362'FROM STATION MARK IN DIRECTI 102 DEGREE 36 MINUTE. REFERENCE MARK
 AH9362'NO.2--A THREE QUARTER INCH GALVANIZED IRON PIPE WITH CAP, 2.5 FT LONG
 AH9362'DRIVEN INTO GROUND AND PROJECTING 6 IN ABOVE SURFACE, 14.93 FT FROM
 AH9362'STATION MARK IN DIRECTI 187 DEGREE 11 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1744 ***********************************************************************
 KR1744  DESIGNATION -  JOE
 KR1744  PID         -  KR1744
 KR1744  STATE/COUNTY-  NV/STOREY
 KR1744  USGS QUAD   -  PATRICK (1980)
 KR1744
 KR1744                         *CURRENT SURVEY CONTROL
 KR1744  ___________________________________________________________________
 KR1744* NAD 83(1994)-  39 32 05.28300(N)    119 35 01.98365(W)     ADJUSTED  
 KR1744* NAVD 88     -      1520.6    (meters)    4989.     (feet)  VERTCON   
 KR1744  ___________________________________________________________________
 KR1744  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 KR1744  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KR1744
 KR1744  HORZ ORDER  -  SECOND
 KR1744
 KR1744.The horizontal coordinates were established by classical geodetic methods
 KR1744.and adjusted by the National Geodetic Survey in June 1998..
 KR1744
 KR1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1744
 KR1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1744
 KR1744.The geoid height was determined by GEOID03.
 KR1744
 KR1744;                    North         East     Units Scale Factor Converg.
 KR1744;SPC NV W     - 4,531,444.527   713,989.883   MT  0.99999105   -0 38 13.0
 KR1744;SPC NV W     -14,866,914.25  2,342,481.81   sFT  0.99999105   -0 38 13.0
 KR1744;UTM  11      - 4,379,315.266   277,936.570   MT  1.00020717   -1 38 43.6
 KR1744
 KR1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1744!SPC NV W     -   0.99976527  x   0.99999105  =   0.99975632
 KR1744!UTM  11      -   0.99976527  x   1.00020717  =   0.99997239
 KR1744
 KR1744:                Primary Azimuth Mark                     Grid Az
 KR1744:SPC NV W     -  HIDE                                     048 19 10.4
 KR1744:UTM  11      -  HIDE                                     049 19 41.0
 KR1744
 KR1744|---------------------------------------------------------------------|
 KR1744| PID    Reference Object                     Distance      Geod. Az  |
 KR1744|                                                           dddmmss.s |
 KR1744| KR1746 HIDE                                APPROX. 5.2 KM 0474057.4 |
 KR1744| DB8012 JOE RM 1                              5.201 METERS 06608     |
 KR1744| DB8013 JOE RM 2                             15.675 METERS 26251     |
 KR1744|---------------------------------------------------------------------|
 KR1744
 KR1744                          SUPERSEDED SURVEY CONTROL
 KR1744
 KR1744  NAD 83(1992)-  39 32 05.28924(N)    119 35 01.97855(W) AD(       ) 2
 KR1744  NAD 83(1986)-  39 32 05.29061(N)    119 35 01.96892(W) AD(       ) 2
 KR1744  NAD 27      -  39 32 05.60290(N)    119 34 58.30890(W) AD(       ) 2
 KR1744  NGVD 29 (07/19/86) 1519.5    (m)         4985.     (f) VERT ANG       
 KR1744
 KR1744.Superseded values are not recommended for survey control.
 KR1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1744.See file dsdata.txt to determine how the superseded data were derived.
 KR1744
 KR1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7793779315(NAD 83)
 KR1744_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1744_SETTING: 80 = SET IN A BOULDER
 KR1744_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1744
 KR1744  HISTORY     - Date     Condition        Report By
 KR1744  HISTORY     - 1958     MONUMENTED       CGS
 KR1744
 KR1744                          STATION DESCRIPTION
 KR1744
 KR1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1744'THE STATION IS ON THE SUMMIT OF A HILL 0.25 MILE SOUTHWEST OF
 KR1744'A HILL ABOUT 100 FEET HIGHER WHICH MORE DIRECTLY OVERLOOKS
 KR1744'THE TRUCKEE RIVER.  THIS HILL IS ABOUT 0.5 MILE SOUTHWEST OF
 KR1744'A WOODEN DECKED BRIDGE WHICH CROSSES THE RIVER.  THIS BRIDGE
 KR1744'ALSO CARRIES A LARGE CORRIGATED METAL PIPE FOR IRRIGATION
 KR1744'WATER.
 KR1744'
 KR1744'TO REACH FROM THE 102 RANCH AND CAFE, GO WEST ON U.S. HIGHWAY
 KR1744'40 FOR 5.1 MILES TO A GATE ON THE LEFT, SOUTH SIDE OF THE
 KR1744'EASTBOUND LANE,** SEE BELOW** CONTINUE WEST ON U.S. HIGHWAY
 KR1744'40 FOR ABOUT 0.3 MILE TO ANY POINT WHERE THE MEDIAN STRIP CAN
 KR1744'BE CROSSED.  RETURN EAST FOR THE 0.3 MILE TO THE GATE MENTIONED
 KR1744'ABOVE.  TURN RIGHT, SOUTH, THROUGH THE GATE AND CROSSING THE
 KR1744'RAILROAD, CONTINUE EAST ON THE ROAD WHICH FOLLOWS THE FENCE
 KR1744'LINE AND THE RAILROAD FOR 0.4 MILE TO ANOTHER GATE ON THE
 KR1744'RIGHT LEADING TO THE ENTRANCE OF THE BRIDGE.  CROSS THE BRIDGE
 KR1744'THROUGH ANOTHER GATE AND CONTINUE THE MAIN ROAD
 KR1744'SOUTHEAST FOR 0.6 MILE TO A DIM TRACK ROAD TO THE RIGHT.
 KR1744'TAKE THE DIM ROAD AND FOLLOW IT OVER A SMALL RIDGE AND THEN
 KR1744'UP A CANYON FOR 1.2 MILES TO THE CREST OF A SADDLE, HERE
 KR1744'TURN RIGHT AND GO 0.1 MILE TO THE BASE OF THE RIDGE AT THE
 KR1744'SOUTH SIDE OF THE STATION HILL.  FROM HERE PACK UP THE SLOPE TO
 KR1744'THE SUMMIT OF THE HILL AND THE STATION SITE.  A 10 MINUTE
 KR1744'PACK.  **THE-FIRST AND SECOND GATE WAS FOUND TO BE LOCKED,
 KR1744'THE KEY FOR WHICH MAY BE OBTAINED FROM THE FORMAN OF THE
 KR1744'RANCH UPON WHICH THE STATION IS LOCATED.**
 KR1744'
 KR1744'THE STATION MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL
 KR1744'HOLE IN A BOULDER WHICH PROJECTS 6 INCHES AND IS 1-1/4 FEET
 KR1744'ON A SIDE.  IT IS STAMPED JOE 1958.
 KR1744'
 KR1744'REFERENCE MARK NO 1 IS SET IN CEMENT IN A DRILL HOLE IN A
 KR1744'BOULDER WHICH IS 2 FEET BY 3 FEET AND PROJECTS 6 INCHES.
 KR1744'IT IS STAMPED JOE NO 1 1958.
 KR1744'
 KR1744'REFERENCE MARK NO 2 IS SET IN CEMENT IN A DRILL IN A BOULDER.
 KR1744'IT PROJECTS 2 INCHES AND IS 3 BY 1-1/2 FEET ON A SIDE AND
 KR1744'STAMPED JOE NO 2 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0499 ***********************************************************************
 MT0499  DESIGNATION -  JOEY
 MT0499  PID         -  MT0499
 MT0499  STATE/COUNTY-  NV/ELKO
 MT0499  USGS QUAD   -  HERDER CREEK (1967)
 MT0499
 MT0499                         *CURRENT SURVEY CONTROL
 MT0499  ___________________________________________________________________
 MT0499* NAD 83(1994)-  41 05 06.50732(N)    115 11 25.78336(W)     ADJUSTED  
 MT0499* NAVD 88     -      1690.853  (meters)    5547.41   (feet)  ADJUSTED  
 MT0499  ___________________________________________________________________
 MT0499  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 MT0499  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 MT0499  DYNAMIC HT  -        1689.446 (meters)    5542.79  (feet)  COMP
 MT0499  MODELED GRAV-     979,732.2   (mgal)                       NAVD 88
 MT0499
 MT0499  HORZ ORDER  -  SECOND
 MT0499  VERT ORDER  -  SECOND    CLASS 0
 MT0499
 MT0499.The horizontal coordinates were established by classical geodetic methods
 MT0499.and adjusted by the National Geodetic Survey in June 1998..
 MT0499
 MT0499.The orthometric height was determined by differential leveling
 MT0499.and adjusted by the National Geodetic Survey in June 1991..
 MT0499
 MT0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0499
 MT0499.The geoid height was determined by GEOID03.
 MT0499
 MT0499.The dynamic height is computed by dividing the NAVD 88
 MT0499.geopotential number by the normal gravity value computed on the
 MT0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0499.degrees latitude (g = 980.6199 gals.).
 MT0499
 MT0499.The modeled gravity was interpolated from observed gravity values.
 MT0499
 MT0499;                    North         East     Units Scale Factor Converg.
 MT0499;SPC NV E     - 8,703,174.306   233,005.661   MT  0.99991340   +0 15 29.4
 MT0499;SPC NV E     -28,553,664.37    764,452.74   sFT  0.99991340   +0 15 29.4
 MT0499;UTM  11      - 4,549,786.131   651,989.604   MT  0.99988432   +1 11 21.8
 MT0499
 MT0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0499!SPC NV E     -   0.99973761  x   0.99991340  =   0.99965103
 MT0499!UTM  11      -   0.99973761  x   0.99988432  =   0.99962196
 MT0499
 MT0499|---------------------------------------------------------------------|
 MT0499| PID    Reference Object                     Distance      Geod. Az  |
 MT0499|                                                           dddmmss.s |
 MT0499| MT0498 JOEY RM 1                             8.108 METERS 17622     |
 MT0499| MT0491 RIVER                               APPROX. 5.0 KM 2603003.2 |
 MT0499| MT0500 JOEY RM 2                             7.590 METERS 26718     |
 MT0499|---------------------------------------------------------------------|
 MT0499
 MT0499                          SUPERSEDED SURVEY CONTROL
 MT0499
 MT0499  NAD 83(1994)-  41 05 06.50580(N)    115 11 25.77893(W) AD(       ) 2
 MT0499  NAD 83(1986)-  41 05 06.50454(N)    115 11 25.77749(W) AD(       ) 2
 MT0499  NAD 27      -  41 05 06.78969(N)    115 11 22.58636(W) AD(       ) 2
 MT0499  NGVD 29 (??/??/92) 1689.658  (m)         5543.49   (f) ADJ UNCH    2 0
 MT0499
 MT0499.Superseded values are not recommended for survey control.
 MT0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0499.See file dsdata.txt to determine how the superseded data were derived.
 MT0499
 MT0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF5199049786(NAD 83)
 MT0499_MARKER: DS = TRIANGULATION STATION DISK
 MT0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0499_STAMPING: JOEY 1957
 MT0499_MARK LOGO: CGS   
 MT0499_PROJECTION: PROJECTING 10 CENTIMETERS
 MT0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0499+STABILITY: SURFACE MOTION
 MT0499
 MT0499  HISTORY     - Date     Condition        Report By
 MT0499  HISTORY     - 1957     MONUMENTED       CGS
 MT0499  HISTORY     - 1957     GOOD             CGS
 MT0499  HISTORY     - 1984     GOOD             NGS
 MT0499
 MT0499                          STATION DESCRIPTION
 MT0499
 MT0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0499'THE STATION IS ABOUT 3-3/4 MILES EAST-NORTHEAST OF DEETH AND
 MT0499'0.15 MILE NORTHWEST OF U.S. HIGHWAY 40, ON THE SUMMIT OF A
 MT0499'SAGE-COVERED BENCH JUST EAST OF A GRASSY MEADOW.  IT IS ON THE
 MT0499'SOUTH SIDE OF A FENCE LINE, 39 PACES EAST OF A GUYED TELEPHONE
 MT0499'POLE (FROM A POINT WHERE THE TELEPHONE LINE TURNS FROM
 MT0499'NORTHEAST-SOUTHWEST AND ANGLES TO PARALLEL THE EAST-WEST FENCE
 MT0499'LINE).
 MT0499'
 MT0499'TO REACH FROM THE DEETH POST OFFICE, GO SOUTH ON GRAVEL ROAD
 MT0499'FOR 0.6 MILE TO THE JUNCTION WITH U.S. HIGHWAY 40.  TURN LEFT
 MT0499'AND FOLLOW U.S. HIGHWAY 40 EASTERLY FOR 5.0 MILES TO A WIRE
 MT0499'GATE ON THE LEFT, NORTH SIDE OF THE HIGHWAY.  A WHITE WOODEN
 MT0499'GATE AND A RANCH HOUSE ARE ON THE SOUTH SIDE OF THE HIGHWAY
 MT0499'AT THIS POINT.  TURN LEFT THROUGH GATE AND GO NORTHWESTERLY
 MT0499'ON DIM TRACK ROAD ALONG THE SOUTHWEST SIDE OF THE BENCH FOR
 MT0499'0.15 MILE TO THE FENCE LINE AND STATION SITE.  NOTE--THE WIRE
 MT0499'GATE IS 12.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM WELLS.
 MT0499'FROM THE SHELL SERVICE STATION WHICH IS ONE BLOCK SOUTH AND
 MT0499'ONE BLOCK WEST OF THE WELLS POST OFFICE.
 MT0499'
 MT0499'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 MT0499'CYLINDERS.  THE UNDERGROUND STATION MARK IS A REFERENCE MARK
 MT0499'DISK WITH THE STAMPING JOEY 1957.
 MT0499'
 MT0499'THE STATION MARK, STAMPED JOEY 1957, PROJECTS ABOUT 4 INCHES.
 MT0499'IT IS 8 FEET SOUTH OF THE FENCE LINE AND 9-1/2 FEET WEST
 MT0499'OF A WITNESS POST.
 MT0499'
 MT0499'REFERENCE MARK 1, STAMPED JOEY NO 1 1957, PROJECTS ABOUT 3
 MT0499'INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 MT0499'
 MT0499'REFERENCE MARK 2, STAMPED JOEY NO 2 1957, IS FLUSH WITH THE
 MT0499'GROUND, 9 FEET SOUTH OF THE FENCE LINE AND IS ALSO ABOUT THE
 MT0499'SAME ELEVATION AS THE STATION MARK.
 MT0499
 MT0499                          STATION RECOVERY (1957)
 MT0499
 MT0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MT0499'5.95 MI E FROM DEETH.
 MT0499'0.8 MILE SOUTH ON A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 MT0499'STATION AT DEETH, THENCE 5.0 MILES NORTHEAST ON U.S. HIGHWAY 40,
 MT0499'THENCE 0.15 MILE ACROSS COUNTRY TO TOP OF HILL, IN R60E T37N CENTER OF
 MT0499'SOUTH EDGE OF SECTION 15, 53.1 FEET SOUTH OF POWER LINE, 8.1 FEET
 MT0499'SOUTH OF EAST-WEST FENCE LINE, 26.6 FEET NORTH OF R.M. 1, 25 FEET EAST
 MT0499'OF R.M. 2, 9.5 FEET WEST OF WITNESS POST, SET IN A ROUND CONCRETE POST
 MT0499'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 MT0499
 MT0499                          STATION RECOVERY (1984)
 MT0499
 MT0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0499'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 MT0499'DESCRIPTION FOLLOWS.  1.0 KM (0.6 MI) SOUTH ALONG A DIRT ROAD FROM THE
 MT0499'POST OFFICE IN DEETH, THENCE 8.7 KM (5.45 MI) EAST ALONG OLD US
 MT0499'HIGHWAY 40, THENCE 0.35 KM (0.25 MI) NORTHWEST ALONG A DIRT ROAD,
 MT0499'THENCE 0.15 KM (0.1 MI) EAST ALONG INTERSTATE 80, ON THE HIGHEST POINT
 MT0499'OF THE WEST END OF A BENCH, 38.4 METERS (126 FT) SOUTH OF THE EAST
 MT0499'BOUND HIGHWAY CENTERLINE, 9.6 METERS (31.5 FT) SOUTH OF THE RIGHT OF
 MT0499'WAY FENCE, 8.0 METERS (26.5 FT) NORTH OF RM 1 AND 7.6 METERS (25 FT)
 MT0499'EAST OF RM 2.
 MT0499'THE MARK IS 1.8 METERS  W FROM A WITNESS POST.
 MT0499'THE MARK IS 9.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0498 ***********************************************************************
 MT0498  DESIGNATION -  JOEY RM 1
 MT0498  PID         -  MT0498
 MT0498  STATE/COUNTY-  NV/ELKO
 MT0498  USGS QUAD   -  HERDER CREEK (1967)
 MT0498
 MT0498                         *CURRENT SURVEY CONTROL
 MT0498  ___________________________________________________________________
 MT0498* NAD 83(1986)-  41 05 07.     (N)    115 11 26.     (W)     SCALED    
 MT0498* NAVD 88     -      1690.775  (meters)    5547.15   (feet)  ADJUSTED  
 MT0498  ___________________________________________________________________
 MT0498  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 MT0498  DYNAMIC HT  -        1689.369 (meters)    5542.54  (feet)  COMP
 MT0498  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 MT0498
 MT0498  VERT ORDER  -  SECOND    CLASS 0
 MT0498
 MT0498.The horizontal coordinates were scaled from a topographic map and have
 MT0498.an estimated accuracy of +/- 6 seconds.
 MT0498
 MT0498.The orthometric height was determined by differential leveling
 MT0498.and adjusted by the National Geodetic Survey in June 1991..
 MT0498
 MT0498.The geoid height was determined by GEOID03.
 MT0498
 MT0498.The dynamic height is computed by dividing the NAVD 88
 MT0498.geopotential number by the normal gravity value computed on the
 MT0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0498.degrees latitude (g = 980.6199 gals.).
 MT0498
 MT0498.The modeled gravity was interpolated from observed gravity values.
 MT0498
 MT0498;                    North         East    Units  Estimated Accuracy
 MT0498;SPC NV E     - 8,703,190.      233,000.      MT  (+/- 180 meters Scaled)
 MT0498
 MT0498                          SUPERSEDED SURVEY CONTROL
 MT0498
 MT0498  NGVD 29 (??/??/92) 1689.580  (m)         5543.23   (f) ADJ UNCH    2 0
 MT0498
 MT0498.Superseded values are not recommended for survey control.
 MT0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0498.See file dsdata.txt to determine how the superseded data were derived.
 MT0498
 MT0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF519498(NAD 83)
 MT0498_MARKER: DR = REFERENCE MARK DISK
 MT0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0498_STAMPING: JOEY NO 1 1957
 MT0498_MARK LOGO: CGS   
 MT0498_PROJECTION: PROJECTING 5 CENTIMETERS
 MT0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0498+STABILITY: SURFACE MOTION
 MT0498
 MT0498  HISTORY     - Date     Condition        Report By
 MT0498  HISTORY     - 1957     MONUMENTED       CGS
 MT0498  HISTORY     - 1984     GOOD             NGS
 MT0498
 MT0498                          STATION DESCRIPTION
 MT0498
 MT0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0498'5.95 MI E FROM DEETH.
 MT0498'0.8 MILE SOUTH ON GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 MT0498'STATION AT DEETH, THENCE 5.0 MILES NORTHEAST ON U.S. HIGHWAY 40,
 MT0498'THENCE 0.15 MILE NORTH ACROSS COUNTRY TO TOP OF HILL, 77 FEET SOUTH OF
 MT0498'POWER LINE, 35 FEET SOUTH OF EAST-WEST FENCELINE, 26.6 FEET SOUTH OF
 MT0498'STATION MARK, IN R60E T37N AT THE CENTER OF SOUTH EDGE OF SECTION 15,
 MT0498'SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 MT0498
 MT0498                          STATION RECOVERY (1984)
 MT0498
 MT0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0498'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 MT0498'DESCRIPTION FOLLOWS.  1.0 KM (0.6 MI) SOUTH ALONG A DIRT ROAD FROM THE
 MT0498'POST OFFICE IN DEETH, THENCE 8.7 KM (5.45 MI) EAST ALONG OLD US
 MT0498'HIGHWAY 40, THENCE 0.35 KM (0.25 MI) NORTHWEST ALONG A DIRT ROAD,
 MT0498'THENCE 0.15 KM (0.1 MI) EAST ALONG INTERSTATE 80, ON THE HIGHEST POINT
 MT0498'OF THE WEST END OF A BENCH, 46.5 METERS (152.5 FT) SOUTH OF THE EAST
 MT0498'BOUND HIGHWAY CENTERLINE, 17.7 METERS (58 FT) SOUTH OF THE RIGHT OF
 MT0498'WAY FENCE, 11.3 METERS (37 FT) SOUTHEAST OF RM 2 AND 8.1 METERS
 MT0498'(26.5 FT) SOUTH OF THE STATION.
 MT0498'THE MARK IS 8.1 METERS  S FROM A WITNESS POST.
 MT0498'THE MARK IS 9.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0500 ***********************************************************************
 MT0500  DESIGNATION -  JOEY RM 2
 MT0500  PID         -  MT0500
 MT0500  STATE/COUNTY-  NV/ELKO
 MT0500  USGS QUAD   -  HERDER CREEK (1967)
 MT0500
 MT0500                         *CURRENT SURVEY CONTROL
 MT0500  ___________________________________________________________________
 MT0500* NAD 83(1986)-  41 05 07.     (N)    115 11 26.     (W)     SCALED    
 MT0500* NAVD 88     -      1690.483  (meters)    5546.19   (feet)  ADJUSTED  
 MT0500  ___________________________________________________________________
 MT0500  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 MT0500  DYNAMIC HT  -        1689.076 (meters)    5541.58  (feet)  COMP
 MT0500  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 MT0500
 MT0500  VERT ORDER  -  SECOND    CLASS 0
 MT0500
 MT0500.The horizontal coordinates were scaled from a topographic map and have
 MT0500.an estimated accuracy of +/- 6 seconds.
 MT0500
 MT0500.The orthometric height was determined by differential leveling
 MT0500.and adjusted by the National Geodetic Survey in June 1991..
 MT0500
 MT0500.The geoid height was determined by GEOID03.
 MT0500
 MT0500.The dynamic height is computed by dividing the NAVD 88
 MT0500.geopotential number by the normal gravity value computed on the
 MT0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0500.degrees latitude (g = 980.6199 gals.).
 MT0500
 MT0500.The modeled gravity was interpolated from observed gravity values.
 MT0500
 MT0500;                    North         East    Units  Estimated Accuracy
 MT0500;SPC NV E     - 8,703,190.      233,000.      MT  (+/- 180 meters Scaled)
 MT0500
 MT0500                          SUPERSEDED SURVEY CONTROL
 MT0500
 MT0500  NGVD 29 (??/??/92) 1689.288  (m)         5542.27   (f) ADJ UNCH    2 0
 MT0500
 MT0500.Superseded values are not recommended for survey control.
 MT0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0500.See file dsdata.txt to determine how the superseded data were derived.
 MT0500
 MT0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF519498(NAD 83)
 MT0500_MARKER: DR = REFERENCE MARK DISK
 MT0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0500_STAMPING: JOEY NO 2 1957
 MT0500_MARK LOGO: CGS   
 MT0500_PROJECTION: RECESSED 3 CENTIMETERS
 MT0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0500+STABILITY: SURFACE MOTION
 MT0500
 MT0500  HISTORY     - Date     Condition        Report By
 MT0500  HISTORY     - 1957     MONUMENTED       CGS
 MT0500  HISTORY     - 1984     GOOD             NGS
 MT0500
 MT0500                          STATION DESCRIPTION
 MT0500
 MT0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0500'5.95 MI E FROM DEETH.
 MT0500'0.8 MILE SOUTH ON A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 MT0500'STATION AT DEETH, THENCE 5.0 MILES NORTHEAST ON U.S. HIGHWAY 40,
 MT0500'THENCE 0.15 MILE ACROSS COUNTRY (NORTH) TO TOP OF HILL, IN R60E T37N
 MT0500'AT CENTER OF SOUTH EDGE OF SECTION 15, 34.7 FEET SOUTH OF POWER LINE,
 MT0500'10.2 FEET SOUTH OF EAST-WEST FENCELINE, 25 FEET WEST OF STATION MARK,
 MT0500'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 MT0500
 MT0500                          STATION RECOVERY (1984)
 MT0500
 MT0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0500'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 MT0500'DESCRIPTION FOLLOWS.  1.0 KM (0.6 MI) SOUTH ALONG A DIRT ROAD FROM THE
 MT0500'POST OFFICE IN DEETH, THENCE 8.7 KM (5.45 MI) EAST ALONG OLD US
 MT0500'HIGHWAY 40, THENCE 0.35 KM (0.25 MI) NORTHWEST ALONG A DIRT ROAD,
 MT0500'THENCE 0.15 KM (0.1 MI) EAST ALONG INTERSTATE 80, ON THE HIGHEST POINT
 MT0500'OF THE WEST END OF A BENCH, 46.6 METERS (153 FT) SOUTH OF THE EAST
 MT0500'BOUND HIGHWAY CENTERLINE, 11.3 METERS (37 FT) NORTHWEST OF RM 1,
 MT0500'9.7 METERS (32 FT) SOUTH OF THE RIGHT OF WAY FENCE AND 7.6 METERS
 MT0500'(25 FT) WEST OF THE STATION.
 MT0500'THE MARK IS 9.5 METERS  W FROM A WITNESS POST.
 MT0500'THE MARK IS 9.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9363 ***********************************************************************
 AH9363  DESIGNATION -  JOHN DAY
 AH9363  PID         -  AH9363
 AH9363  STATE/COUNTY-  NV/ELKO
 AH9363  USGS QUAD   -  VERDI PEAK (1991)
 AH9363
 AH9363                         *CURRENT SURVEY CONTROL
 AH9363  ___________________________________________________________________
 AH9363* NAD 83(1994)-  40 44 57.83943(N)    115 17 22.38245(W)     ADJUSTED  
 AH9363* NAVD 88     -      3158.9    (meters)   10364.     (feet)  VERTCON   
 AH9363  ___________________________________________________________________
 AH9363  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 AH9363  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 AH9363
 AH9363  HORZ ORDER  -  THIRD
 AH9363
 AH9363.The horizontal coordinates were established by classical geodetic methods
 AH9363.and adjusted by the National Geodetic Survey in March 1999..
 AH9363
 AH9363.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9363
 AH9363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9363
 AH9363.The geoid height was determined by GEOID03.
 AH9363
 AH9363;                    North         East     Units Scale Factor Converg.
 AH9363;SPC NV E     - 8,665,860.369   224,808.374   MT  0.99990757   +0 11 30.4
 AH9363;SPC NV E     -28,431,243.56    737,558.81   sFT  0.99990757   +0 11 30.4
 AH9363;UTM  11      - 4,512,345.812   644,398.082   MT  0.99985664   +1 07 00.1
 AH9363
 AH9363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9363!SPC NV E     -   0.99950754  x   0.99990757  =   0.99941515
 AH9363!UTM  11      -   0.99950754  x   0.99985664  =   0.99936425
 AH9363
 AH9363                          SUPERSEDED SURVEY CONTROL
 AH9363
 AH9363  NGVD 29 (03/11/99) 3157.4    (m)        10359.     (f) VERT ANG       
 AH9363
 AH9363.Superseded values are not recommended for survey control.
 AH9363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9363.See file dsdata.txt to determine how the superseded data were derived.
 AH9363
 AH9363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF4439812346(NAD 83)
 AH9363_MARKER: DS = TRIANGULATION STATION DISK
 AH9363_SETTING: 66 = SET IN ROCK OUTCROP
 AH9363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9363+STABILITY: POSITION/ELEVATION WELL
 AH9363
 AH9363  HISTORY     - Date     Condition        Report By
 AH9363  HISTORY     - 1929     MONUMENTED       USGS
 AH9363
 AH9363                          STATION DESCRIPTION
 AH9363
 AH9363'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 AH9363'LOCATED AT THE SUMMIT OF THE PEAK IN THE RUBY MOUNTAINS KNOWN AS JOHN
 AH9363'DAY PEAK.  IT IS DIRECTLY ABOVE THE HEAD OF JOHN DAY CREEK AND ON THE
 AH9363'DIVIDE OF RUBY RANGE. TO REACH TAKE THE RD AND TRAIL UP SOLDIERS CREEK
 AH9363'ON THE W SIDE OF THE RUBY MOUNTAINS, NEAR THE OLD FORK HALLOCK
 AH9363'VICINITY.  JOHN DAY IS THE FIRST HIGH PEAK S OF THIS TRAIL ON THE
 AH9363'DIVIDE.  REACHED BY HELICOPTER. 1969. STATION MARK--BRONZE TABLET
 AH9363'STAMPED---LGS 1929 JOHN DAY 1961---SET IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0844 ***********************************************************************
 GS0844  DESIGNATION -  JOHNNIE
 GS0844  PID         -  GS0844
 GS0844  STATE/COUNTY-  NV/NYE
 GS0844  USGS QUAD   -  MT SCHADER (1968)
 GS0844
 GS0844                         *CURRENT SURVEY CONTROL
 GS0844  ___________________________________________________________________
 GS0844* NAD 83(1994)-  36 24 48.43274(N)    116 05 37.80648(W)     ADJUSTED  
 GS0844* NAVD 88     -       397.8    (meters)    1305.     (feet)  VERTCON   
 GS0844  ___________________________________________________________________
 GS0844  LAPLACE CORR-           8.84  (seconds)                    DEFLEC99
 GS0844  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GS0844
 GS0844  HORZ ORDER  -  FIRST
 GS0844
 GS0844.The horizontal coordinates were established by classical geodetic methods
 GS0844.and adjusted by the National Geodetic Survey in June 1998..
 GS0844
 GS0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0844
 GS0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0844
 GS0844.The geoid height was determined by GEOID03.
 GS0844
 GS0844;                    North         East     Units Scale Factor Converg.
 GS0844;SPC NV C     - 6,184,696.309   551,372.780   MT  0.99993251   +0 20 24.2
 GS0844;SPC NV C     -20,290,957.81  1,808,962.20   sFT  0.99993251   +0 20 24.2
 GS0844;UTM  11      - 4,030,189.464   581,243.063   MT  0.99968132   +0 32 16.6
 GS0844
 GS0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0844!SPC NV C     -   0.99994188  x   0.99993251  =   0.99987439
 GS0844!UTM  11      -   0.99994188  x   0.99968132  =   0.99962322
 GS0844
 GS0844:                Primary Azimuth Mark                     Grid Az
 GS0844:SPC NV C     -  JOHNNIE RM 3 AZIMUTH                     061 59 25.4
 GS0844:UTM  11      -  JOHNNIE RM 3 AZIMUTH                     061 47 33.0
 GS0844
 GS0844|---------------------------------------------------------------------|
 GS0844| PID    Reference Object                     Distance      Geod. Az  |
 GS0844|                                                           dddmmss.s |
 GS0844| CC5461 JOHNNIE RM 3 AZIMUTH                               0621949.6 |
 GS0844| CC5460 JOHNNIE RM 2                         24.420 METERS 26042     |
 GS0844| GS0900 FURNACE PEAK CAIRN                  APPROX.46.5 KM 2671143.9 |
 GS0844| GS0837 FAIRBANKS                           APPROX.26.1 KM 3010643.5 |
 GS0844| CC5459 JOHNNIE RM 1                         11.940 METERS 35042     |
 GS0844|---------------------------------------------------------------------|
 GS0844
 GS0844                          SUPERSEDED SURVEY CONTROL
 GS0844
 GS0844  NAD 83(1992)-  36 24 48.43326(N)    116 05 37.80759(W) AD(1991.35) 1
 GS0844  NAD 83(1992)-  36 24 48.42978(N)    116 05 37.80902(W) AD(       ) 1
 GS0844  NAD 83(1986)-  36 24 48.41756(N)    116 05 37.80227(W) AD(       ) 1
 GS0844  NAD 27      -  36 24 48.57100(N)    116 05 34.69200(W) AD(       ) 1
 GS0844  NGVD 29 (07/19/86)  397.0    (m)         1302.     (f) VERT ANG       
 GS0844
 GS0844.Superseded values are not recommended for survey control.
 GS0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0844.See file dsdata.txt to determine how the superseded data were derived.
 GS0844
 GS0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA8124330189(NAD 83)
 GS0844_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GS0844_SETTING: 66 = SET IN ROCK OUTCROP
 GS0844
 GS0844  HISTORY     - Date     Condition        Report By
 GS0844  HISTORY     - 1933     MONUMENTED       CGS
 GS0844  HISTORY     - 1946     SEE DESCRIPTION  CGS
 GS0844  HISTORY     - 1957     GOOD             USGS
 GS0844  HISTORY     - 1966     GOOD             USGS
 GS0844
 GS0844                          STATION DESCRIPTION
 GS0844
 GS0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 GS0844'THE STATION IS ON A HILL COVERED WITH BLACK MALPAIS ROCK
 GS0844'AND VERY STEEP ON THE S SIDE 1-1/4 MILES WSW OF JOHNNIE.
 GS0844'THERE ARE SOME HIGHER BROWN-COLORED HILLS TO THE SW.
 GS0844'
 GS0844'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GS0844'IN A DRILL HOLE IN OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES
 GS0844'2 AND 12A.
 GS0844'
 GS0844'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ENE 1/2 MILE ON SAME
 GS0844'RIDGE.
 GS0844'
 GS0844'BEST REACHED FROM DEATH VALLEY JUNCTION AS FOLLOWS--TAKE THE
 GS0844'JOHNNIE AND PAHRUMP ROAD GO 7.2 MILES TURN RIGHT, GO 4.0
 GS0844'MILES TAKE LEFT FORK, GO 10.5 KEEP STRAIGHT AHEAD, GO 3.1
 GS0844'MILES TO THE SETTLEMENT OF JOHNNIE.  TAKE LEFT FORK, GO 50
 GS0844'YARDS STRAIGHT AHEAD, GO 0.1 MILE TAKE CENTER ROAD, GO 0.5
 GS0844'MILE TAKE RIGHT FORK, GO 0.1 MILE TAKE RIGHT FORK, GO 0.3
 GS0844'MILE TAKE RIGHT FORK, GO 0.2 MILE TO THE END OF TRUCK TRAVEL,
 GS0844'HERE ASCEND SLOPE TO THE NW THEN BEAR TO THE W ALONG TOP
 GS0844'OF RIDGE TO THE HIGHEST POINT AND THE STATION.  ABOUT 45
 GS0844'MINUTES PACK.
 GS0844'
 GS0844'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 GS0844
 GS0844                          STATION RECOVERY (1946)
 GS0844
 GS0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (LGC)
 GS0844'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GS0844
 GS0844                          STATION RECOVERY (1957)
 GS0844
 GS0844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 GS0844'RECOVERED AS DESCRIBED IN 1933 IN NGS DESCRIPTION LIST 36 116 2,
 GS0844'STATION 1027.  ALL MARKS IN GOOD CONDITION.
 GS0844
 GS0844                          STATION RECOVERY (1966)
 GS0844
 GS0844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GS0844'RECOVERED AS DESCRIBED BY NGS.  STATION IS STAMPED---JONNIE---.  RM
 GS0844'2 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0754 ***********************************************************************
 MT0754  DESIGNATION -  JON
 MT0754  PID         -  MT0754
 MT0754  STATE/COUNTY-  NV/ELKO
 MT0754  USGS QUAD   -  PEQUOP SUMMIT (1982)
 MT0754
 MT0754                         *CURRENT SURVEY CONTROL
 MT0754  ___________________________________________________________________
 MT0754* NAD 83(1994)-  41 00 40.64378(N)    114 30 17.46545(W)     ADJUSTED  
 MT0754* NAVD 88     -      1857.9    (meters)    6095.     (feet)  VERTCON   
 MT0754  ___________________________________________________________________
 MT0754  LAPLACE CORR-          -6.51  (seconds)                    DEFLEC99
 MT0754  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 MT0754
 MT0754  HORZ ORDER  -  SECOND
 MT0754
 MT0754.The horizontal coordinates were established by classical geodetic methods
 MT0754.and adjusted by the National Geodetic Survey in June 1998..
 MT0754
 MT0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0754
 MT0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0754
 MT0754.The geoid height was determined by GEOID03.
 MT0754
 MT0754;                    North         East     Units Scale Factor Converg.
 MT0754;SPC NV E     - 8,695,459.538   290,714.465   MT  1.00000125   +0 42 27.9
 MT0754;SPC NV E     -28,528,353.50    953,785.71   sFT  1.00000125   +0 42 27.9
 MT0754;UTM  11      - 4,543,009.367   709,819.329   MT  1.00014187   +1 38 16.6
 MT0754
 MT0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0754!SPC NV E     -   0.99971133  x   1.00000125  =   0.99971258
 MT0754!UTM  11      -   0.99971133  x   1.00014187  =   0.99985316
 MT0754
 MT0754|---------------------------------------------------------------------|
 MT0754| PID    Reference Object                     Distance      Geod. Az  |
 MT0754|                                                           dddmmss.s |
 MT0754| DD6094 JON RM 1                             17.023 METERS 20810     |
 MT0754| DD6095 JON RM 2                             13.804 METERS 27314     |
 MT0754| MT0750 QUOP                                APPROX. 8.7 KM 3072021.6 |
 MT0754|---------------------------------------------------------------------|
 MT0754
 MT0754                          SUPERSEDED SURVEY CONTROL
 MT0754
 MT0754  NAD 83(1994)-  41 00 40.64359(N)    114 30 17.46504(W) AD(       ) 2
 MT0754  NAD 83(1986)-  41 00 40.63802(N)    114 30 17.46187(W) AD(       ) 2
 MT0754  NAD 27      -  41 00 40.90702(N)    114 30 14.36323(W) AD(       ) 2
 MT0754  NGVD 29 (07/19/86) 1856.8    (m)         6092.     (f) VERT ANG       
 MT0754
 MT0754.Superseded values are not recommended for survey control.
 MT0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0754.See file dsdata.txt to determine how the superseded data were derived.
 MT0754
 MT0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF0981943009(NAD 83)
 MT0754_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MT0754_SETTING: 66 = SET IN ROCK OUTCROP
 MT0754
 MT0754  HISTORY     - Date     Condition        Report By
 MT0754  HISTORY     - 1957     MONUMENTED       CGS
 MT0754
 MT0754                          STATION DESCRIPTION
 MT0754
 MT0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0754'THE STATION IS LOCATED ABOUT 24 MILES EAST-SOUTHEAST OF WELLS
 MT0754'AND ABOUT 1-1/2 MILES SOUTH-SOUTHWEST OF OASIS (WHICH IS A
 MT0754'SMALL SETTLEMENT ON U.S. HIGHWAY 40).  IT IS ON THE CREST OF A
 MT0754'ROCKY SPUR RIDGE WHICH RUNS NORTHEAST FROM A PROMINENT WOODED
 MT0754'MOUNTAIN.
 MT0754'
 MT0754'TO REACH FROM OASIS, GO WESTERLY ON U.S. HIGHWAY 40 FOR 0.15
 MT0754'MILE TO THE JOHNSON RANCH ROAD ON THE LEFT.  TURN LEFT AND
 MT0754'FOLLOW RANCH ROAD SOUTHERLY FOR 1.5 MILES TO A TRACK ROAD
 MT0754'RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD NORTHWEST FOR 0.3
 MT0754'MILE.  TURN LEFT AND PICK A WAY ACROSS COUNTRY AND UP CREST
 MT0754'OF RIDGE FOR 0.2 MILE TO STATION.
 MT0754'
 MT0754'THE STATION MARK, STAMPED JON 1957, IS A STANDARD BRONZE
 MT0754'DISK SET IN A DRILL HOLE IN A LARGE ROCK OUTCROP.  THE MARK
 MT0754'IS FLUSH WITH THE SURFACE AND IS NEAR THE CENTER OF THE
 MT0754'OUTCROP.
 MT0754'
 MT0754'REFERENCE MARK NO. 1, STAMPED JON NO 1 1957, IS A STANDARD
 MT0754'BRONZE DISK SET IN A DRILL HOLE IN A SMALL ROCK OUTCROP WHICH
 MT0754'PROJECTS ABOUT 6 INCHES.
 MT0754'
 MT0754'REFERENCE MARK NO. 2, STAMPED JON NO 2 1957, IS A STANDARD
 MT0754'BRONZE DISK SET IN A DRILL HOLE IN A SMALL ROCK OUTCROP WHICH
 MT0754'PROJECTS ABOUT 1-1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0197 ***********************************************************************
 FS0197  DESIGNATION -  JONAS
 FS0197  PID         -  FS0197
 FS0197  STATE/COUNTY-  NV/CLARK
 FS0197  USGS QUAD   -  JEAN (1989)
 FS0197
 FS0197                         *CURRENT SURVEY CONTROL
 FS0197  ___________________________________________________________________
 FS0197* NAD 83(1994)-  35 50 23.42682(N)    115 16 22.30164(W)     ADJUSTED  
 FS0197* NAVD 88     -       929.60   (+/-2cm)    3049.9    (feet)  VERTCON   
 FS0197  ___________________________________________________________________
 FS0197  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 FS0197  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FS0197
 FS0197  HORZ ORDER  -  SECOND
 FS0197  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0197
 FS0197.The horizontal coordinates were established by classical geodetic methods
 FS0197.and adjusted by the National Geodetic Survey in June 1998..
 FS0197
 FS0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0197.The vertical order pertains to the NGVD 29 superseded value.
 FS0197
 FS0197.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0197
 FS0197.The geoid height was determined by GEOID03.
 FS0197
 FS0197;                    North         East     Units Scale Factor Converg.
 FS0197;SPC NV E     - 8,120,945.874   228,047.010   MT  0.99990969   +0 10 54.4
 FS0197;SPC NV E     -26,643,469.92    748,184.23   sFT  0.99990969   +0 10 54.4
 FS0197;UTM  11      - 3,967,561.508   655,984.511   MT  0.99989982   +1 00 41.3
 FS0197
 FS0197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0197!SPC NV E     -   0.99985853  x   0.99990969  =   0.99976823
 FS0197!UTM  11      -   0.99985853  x   0.99989982  =   0.99975836
 FS0197
 FS0197|---------------------------------------------------------------------|
 FS0197| PID    Reference Object                     Distance      Geod. Az  |
 FS0197|                                                           dddmmss.s |
 FS0197| FS0195 JONAS RM 1                            9.345 METERS 13850     |
 FS0197| FS0205 GAUGE                               APPROX. 4.0 KM 2163250.2 |
 FS0197| FS0196 JONAS RM 2                           10.420 METERS 23526     |
 FS0197|---------------------------------------------------------------------|
 FS0197
 FS0197                          SUPERSEDED SURVEY CONTROL
 FS0197
 FS0197  NAD 83(1992)-  35 50 23.42098(N)    115 16 22.30275(W) AD(1991.35) 2
 FS0197  NAD 83(1992)-  35 50 23.42287(N)    115 16 22.30601(W) AD(       ) 2
 FS0197  NAD 83(1992)-  35 50 23.42150(N)    115 16 22.30595(W) AD(       ) 2
 FS0197  NAD 83(1986)-  35 50 23.42161(N)    115 16 22.29663(W) AD(       ) 2
 FS0197  NAD 27      -  35 50 23.49970(N)    115 16 19.32450(W) AD(       ) 2
 FS0197  NGVD 29 (??/??/92)  928.808  (m)         3047.26   (f) ADJ UNCH    2 0
 FS0197
 FS0197.Superseded values are not recommended for survey control.
 FS0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0197.See file dsdata.txt to determine how the superseded data were derived.
 FS0197
 FS0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV5598567562(NAD 83)
 FS0197_MARKER: DS = TRIANGULATION STATION DISK
 FS0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0197_STAMPING: JONAS 1958
 FS0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0197+STABILITY: SURFACE MOTION
 FS0197
 FS0197  HISTORY     - Date     Condition        Report By
 FS0197  HISTORY     - 1958     MONUMENTED       CGS
 FS0197  HISTORY     - 1958     GOOD             CGS
 FS0197
 FS0197                          STATION DESCRIPTION
 FS0197
 FS0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS0197'THE STATION IS 5.2 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM
 FS0197'THE JUNCTION WITH THE GOODSPRINGS HIGHWAY IN JEAN, 1.55 MILES
 FS0197'NORTHEAST FROM THE HIGHWAY UNDERPASS.  OR 7.8 MILES SOUTHWEST
 FS0197'ALONG THE HIGHWAY FROM SLOAN, AND BETWEEN THE HIGHWAY AND THE
 FS0197'RAILROAD TRACKS, 305-1/2 FEET NORTHWEST OF THE CENTER LINE OF
 FS0197'THE HIGHWAY.
 FS0197'
 FS0197'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 FS0197'SET IN CONCRETE POSTS PROJECTING ABOUT 1 INCH.
 FS0197'
 FS0197'THE STATION MARK, STAMPED JONAS 1958, IS 103-1/2 FEET NORTHWEST
 FS0197'OF A WOODEN HIGHWAY RIGHT-OF-WAY MARKER POST AND 6-1/2 FEET
 FS0197'NORTH OF A CONCRETE WITNESS POST.
 FS0197'
 FS0197'THE REFERENCE MARKS ARE STAMPED JONAS 1958 NO 1 AND NO 2
 FS0197'RESPECTIVELY.
 FS0197
 FS0197                          STATION RECOVERY (1958)
 FS0197
 FS0197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FS0197'4.9 MI N FROM JEAN.
 FS0197'4.85 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 FS0197'HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN, THENCE 0.05 MILE WEST
 FS0197'TOWARD RAILROAD TRACKS, 104.0 FEET WEST OF A HIGHWAY RIGHT-OF-WAY
 FS0197'POST, 36.60 FEET NORTHWEST OF R.M. 1, 34.22 FEET NORTHEAST OF
 FS0197'R.M. 2, 6.5 FEET NORTH OF A CONCRETE POST, SET IN A ROUND
 FS0197'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0195 ***********************************************************************
 FS0195  DESIGNATION -  JONAS RM 1
 FS0195  PID         -  FS0195
 FS0195  STATE/COUNTY-  NV/CLARK
 FS0195  USGS QUAD   -  JEAN (1989)
 FS0195
 FS0195                         *CURRENT SURVEY CONTROL
 FS0195  ___________________________________________________________________
 FS0195* NAD 83(1986)-  35 50 24.     (N)    115 16 22.     (W)     SCALED    
 FS0195* NAVD 88     -       929.61   (+/-2cm)    3049.9    (feet)  VERTCON   
 FS0195  ___________________________________________________________________
 FS0195  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FS0195
 FS0195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0195
 FS0195.The horizontal coordinates were scaled from a topographic map and have
 FS0195.an estimated accuracy of +/- 6 seconds.
 FS0195
 FS0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0195.The vertical order pertains to the NGVD 29 superseded value.
 FS0195
 FS0195.The geoid height was determined by GEOID03.
 FS0195
 FS0195;                    North         East    Units  Estimated Accuracy
 FS0195;SPC NV E     - 8,120,960.      228,060.      MT  (+/- 180 meters Scaled)
 FS0195
 FS0195                          SUPERSEDED SURVEY CONTROL
 FS0195
 FS0195  NGVD 29 (??/??/92)  928.819  (m)         3047.30   (f) ADJ UNCH    2 0
 FS0195
 FS0195.Superseded values are not recommended for survey control.
 FS0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0195.See file dsdata.txt to determine how the superseded data were derived.
 FS0195
 FS0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV559675(NAD 83)
 FS0195_MARKER: DR = REFERENCE MARK DISK
 FS0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0195_STAMPING: JONAS NO 1 1958
 FS0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0195+STABILITY: SURFACE MOTION
 FS0195
 FS0195  HISTORY     - Date     Condition        Report By
 FS0195  HISTORY     - 1958     MONUMENTED       CGS
 FS0195
 FS0195                          STATION DESCRIPTION
 FS0195
 FS0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0195'4.9 MI N FROM JEAN.
 FS0195'4.85 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 FS0195'HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN, THENCE 0.05 MILE WEST
 FS0195'TOWARD RAILROAD TRACKS, 74.9 FEET WEST OF A HIGHWAY RIGHT-OF-WAY
 FS0195'POST, 36.60 FEET SOUTHEAST OF STATION MARK, SET IN A SQUARE
 FS0195'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0196 ***********************************************************************
 FS0196  DESIGNATION -  JONAS RM 2
 FS0196  PID         -  FS0196
 FS0196  STATE/COUNTY-  NV/CLARK
 FS0196  USGS QUAD   -  JEAN (1989)
 FS0196
 FS0196                         *CURRENT SURVEY CONTROL
 FS0196  ___________________________________________________________________
 FS0196* NAD 83(1986)-  35 50 24.     (N)    115 16 22.     (W)     SCALED    
 FS0196* NAVD 88     -       929.76   (+/-2cm)    3050.4    (feet)  VERTCON   
 FS0196  ___________________________________________________________________
 FS0196  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FS0196
 FS0196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0196
 FS0196.The horizontal coordinates were scaled from a topographic map and have
 FS0196.an estimated accuracy of +/- 6 seconds.
 FS0196
 FS0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0196.The vertical order pertains to the NGVD 29 superseded value.
 FS0196
 FS0196.The geoid height was determined by GEOID03.
 FS0196
 FS0196;                    North         East    Units  Estimated Accuracy
 FS0196;SPC NV E     - 8,120,960.      228,060.      MT  (+/- 180 meters Scaled)
 FS0196
 FS0196                          SUPERSEDED SURVEY CONTROL
 FS0196
 FS0196  NGVD 29 (??/??/92)  928.974  (m)         3047.81   (f) ADJ UNCH    2 0
 FS0196
 FS0196.Superseded values are not recommended for survey control.
 FS0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0196.See file dsdata.txt to determine how the superseded data were derived.
 FS0196
 FS0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV559675(NAD 83)
 FS0196_MARKER: DR = REFERENCE MARK DISK
 FS0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0196_STAMPING: JONAS NO 2 1958
 FS0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0196+STABILITY: SURFACE MOTION
 FS0196
 FS0196  HISTORY     - Date     Condition        Report By
 FS0196  HISTORY     - 1958     MONUMENTED       CGS
 FS0196
 FS0196                          STATION DESCRIPTION
 FS0196
 FS0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0196'4.9 MI N FROM JEAN.
 FS0196'4.85 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 FS0196'HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN, THENCE 0.05 MILE WEST
 FS0196'TOWARD RAILROAD TRACKS, 121.8 FEET WEST OF A HIGHWAY
 FS0196'RIGHT-OF-WAY POST, 34.22 FEET SOUTHWEST OF THE STATION MARK, SET
 FS0196'IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0316 ***********************************************************************
 HP0316  DESIGNATION -  JOSHUA
 HP0316  PID         -  HP0316
 HP0316  STATE/COUNTY-  NV/LINCOLN
 HP0316  USGS QUAD   -  LIME MOUNTAIN (1973)
 HP0316
 HP0316                         *CURRENT SURVEY CONTROL
 HP0316  ___________________________________________________________________
 HP0316* NAD 83(1994)-  37 10 43.33345(N)    114 10 25.37964(W)     ADJUSTED  
 HP0316* NAVD 88     -      1371.5    (meters)    4500.     (feet)  VERTCON   
 HP0316  ___________________________________________________________________
 HP0316  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 HP0316  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 HP0316
 HP0316  HORZ ORDER  -  FIRST
 HP0316
 HP0316.The horizontal coordinates were established by classical geodetic methods
 HP0316.and adjusted by the National Geodetic Survey in June 1998..
 HP0316
 HP0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0316
 HP0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0316
 HP0316.The geoid height was determined by GEOID03.
 HP0316
 HP0316;                    North         East     Units Scale Factor Converg.
 HP0316;SPC NV E     - 8,270,388.688   325,169.017   MT  1.00009294   +0 51 07.0
 HP0316;SPC NV E     -27,133,766.89  1,066,825.35   sFT  1.00009294   +0 51 07.0
 HP0316;SPC UT S     - 3,060,221.760   262,596.890   MT  1.00000673   -1 38 17.3
 HP0316;UTM  11      - 4,118,438.277   750,909.536   MT  1.00037560   +1 42 31.8
 HP0316
 HP0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0316!SPC NV E     -   0.99978875  x   1.00009294  =   0.99988167
 HP0316!SPC UT S     -   0.99978875  x   1.00000673  =   0.99979548
 HP0316!UTM  11      -   0.99978875  x   1.00037560  =   1.00016427
 HP0316
 HP0316:                Primary Azimuth Mark                     Grid Az
 HP0316:SPC NV E     -  LOS ANGELES SALT LK AWY BN 36            050 40 03.9
 HP0316:SPC UT S     -  LOS ANGELES SALT LK AWY BN 36            053 09 28.2
 HP0316:UTM  11      -  LOS ANGELES SALT LK AWY BN 36            049 48 39.1
 HP0316
 HP0316|---------------------------------------------------------------------|
 HP0316| PID    Reference Object                     Distance      Geod. Az  |
 HP0316|                                                           dddmmss.s |
 HP0316| HO0635 LOS ANGELES SALT LK AWY BN 36       APPROX.29.3 KM 0513110.9 |
 HP0316| DD6096 JOSHUA AZ MK                                       1262932.4 |
 HP0316| DD6097 JOSHUA RM 1                           5.065 METERS 20010     |
 HP0316| DD6098 JOSHUA RM 2                           8.096 METERS 31908     |
 HP0316|---------------------------------------------------------------------|
 HP0316
 HP0316                          SUPERSEDED SURVEY CONTROL
 HP0316
 HP0316  NAD 83(1994)-  37 10 43.33310(N)    114 10 25.37967(W) AD(       ) 1
 HP0316  NAD 83(1992)-  37 10 43.33088(N)    114 10 25.37970(W) AD(       ) 1
 HP0316  NAD 83(1986)-  37 10 43.32888(N)    114 10 25.37918(W) AD(       ) 1
 HP0316  NAD 27      -  37 10 43.42600(N)    114 10 22.45300(W) AD(       ) 1
 HP0316  NGVD 29 (07/19/86) 1370.6    (m)         4497.     (f) VERT ANG       
 HP0316
 HP0316.Superseded values are not recommended for survey control.
 HP0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0316.See file dsdata.txt to determine how the superseded data were derived.
 HP0316
 HP0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB5091018438(NAD 83)
 HP0316_MARKER: DS = TRIANGULATION STATION DISK
 HP0316_SETTING: 66 = SET IN ROCK OUTCROP
 HP0316_SP_SET: PARTIALLY EXPOSED BEDROCK
 HP0316
 HP0316  HISTORY     - Date     Condition        Report By
 HP0316  HISTORY     - 1944     MONUMENTED       CGS
 HP0316  HISTORY     - 1954     GOOD             CGS
 HP0316
 HP0316                          STATION DESCRIPTION
 HP0316
 HP0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0316'STATION IS APPROXIMATELY 44 MILES (AIR LINE) NE OF MOAPA AND
 HP0316'APPROXIMATELY 18 MILES (AIR LINE) ENE OF CARP.  IT IS ON THE
 HP0316'HIGHER AND MORE SE OF TWO HILLS 1/4 MILE S OF TRACK ROAD THAT
 HP0316'LEADS FROM CARP EASTWARD INTO SW UTAH AND NW ARIZONA.  THIS
 HP0316'HILL IS PART OF THE LOW DESERT RANGE DIVIDING THE BEAVER DAM
 HP0316'WASH TO THE E FROM THE WIDE DESERT FLATS, E OF CARP, TO THE W.
 HP0316'
 HP0316'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK WHICH
 HP0316'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 18 FEET N
 HP0316'OF THE HIGHEST POINT OF THE HILL AND IS STAMPED JOSHUA 1944.
 HP0316'
 HP0316'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0316'FLUSH WITH THE GROUND AND AT APPROXIMATELY THE SAME ELEVATION
 HP0316'AS THE STATION MARK.  IT IS STAMPED JOSHUA NO 1 1944.
 HP0316'
 HP0316'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK WHICH
 HP0316'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS APPROXIMATELY
 HP0316'8 INCHES LOWER THAN THE STATION MARK AND IS STAMPED JOSHUA NO
 HP0316'2 1944.
 HP0316'
 HP0316'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH WITH
 HP0316'THE GROUND AND IS STAMPED JOSHUA 1944.  IT IS ALONG RIDGE FROM
 HP0316'STATION AND IS 2 FEET E OF A 4-FOOT CAIRN.
 HP0316'
 HP0316'TO REACH STATION FROM CARP, GO N ON ROAD UP THE MEADOW VALLEY
 HP0316'WASH FOR 3.3 MILES TO STATION CLAUDE AND THE JUNCTION OF THE
 HP0316'HILL ROAD AND THE CANYON ROAD.  TURN RIGHT HERE AND GO E ACROSS
 HP0316'THE WASH 0.4 MILE TO A FENCE CORNER ON THE RIGHT, TURN RIGHT
 HP0316'HERE AND GO S AND E ON TRACK ROAD THAT LEADS OUT OVER THE HILLS
 HP0316'FOR 4.9 MILES, TAKE THE LEFT FORK NEAR THE TOP OF THE PASS
 HP0316'AND CONTINUE E FOR 3.5 MILES TO A CROSSROADS.  GO STRAIGHT
 HP0316'AHEAD HERE FOR 2.5 MILES TO A FORK, TAKE THE RIGHT FORK
 HP0316'STRAIGHT AHEAD (NE) FOR 5.7 MILES TO A FORK.  HERE THE
 HP0316'MAIN-TRAVELED ROAD GOES N UP A WASH.  CONTINUE STRAIGHT AHEAD
 HP0316'ON THE RIGHT FORK (E) ON A ROUGH WASHED OUT ROAD FOR 1.4
 HP0316'MILES TO THE TOP OF THE PASS AND THE END OF TRUCK TRAVEL.
 HP0316'FROM HERE PACK S FOR APPROXIMATELY 200 YARDS TO A
 HP0316'RIDGE AND THEN CONTINUE SE UP THE RIDGE FOR 1/4 MILE TO THE
 HP0316'TOP OF THE HILL AND THE STATION.
 HP0316'
 HP0316'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 HP0316
 HP0316                          STATION RECOVERY (1954)
 HP0316
 HP0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0316'RECOVERED.  THE STATION, BOTH REFERENCE MARKS, AND AZIMUTH MARK
 HP0316'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DESCRIPTION
 HP0316'IS ADEQUATE BUT CARE SHOULD BE TAKEN TO FOLLOW DIRECTIONS
 HP0316'CLOSELY AS THERE ARE NEW ROADS IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0298 ***********************************************************************
 LQ0298  DESIGNATION -  JUDY
 LQ0298  PID         -  LQ0298
 LQ0298  STATE/COUNTY-  NV/ELKO
 LQ0298  USGS QUAD   -  HALLECK (1971)
 LQ0298
 LQ0298                         *CURRENT SURVEY CONTROL
 LQ0298  ___________________________________________________________________
 LQ0298* NAD 83(1994)-  40 57 22.84297(N)    115 28 33.34919(W)     ADJUSTED  
 LQ0298* NAVD 88     -      1625.050  (meters)    5331.52   (feet)  ADJUSTED  
 LQ0298  ___________________________________________________________________
 LQ0298  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 LQ0298  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 LQ0298  DYNAMIC HT  -        1623.699 (meters)    5327.09  (feet)  COMP
 LQ0298  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 LQ0298
 LQ0298  HORZ ORDER  -  SECOND
 LQ0298  VERT ORDER  -  FIRST     CLASS II
 LQ0298
 LQ0298.The horizontal coordinates were established by classical geodetic methods
 LQ0298.and adjusted by the National Geodetic Survey in June 1998..
 LQ0298
 LQ0298.The orthometric height was determined by differential leveling
 LQ0298.and adjusted by the National Geodetic Survey in June 1991..
 LQ0298
 LQ0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0298
 LQ0298.The geoid height was determined by GEOID03.
 LQ0298
 LQ0298.The dynamic height is computed by dividing the NAVD 88
 LQ0298.geopotential number by the normal gravity value computed on the
 LQ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0298.degrees latitude (g = 980.6199 gals.).
 LQ0298
 LQ0298.The modeled gravity was interpolated from observed gravity values.
 LQ0298
 LQ0298;                    North         East     Units Scale Factor Converg.
 LQ0298;SPC NV E     - 8,688,803.620   209,041.428   MT  0.99990101   +0 04 13.4
 LQ0298;SPC NV E     -28,506,516.54    685,830.09   sFT  0.99990101   +0 04 13.4
 LQ0298;UTM  11      - 4,535,029.326   628,263.285   MT  0.99980248   +0 59 56.9
 LQ0298
 LQ0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0298!SPC NV E     -   0.99974802  x   0.99990101  =   0.99964906
 LQ0298!UTM  11      -   0.99974802  x   0.99980248  =   0.99955055
 LQ0298
 LQ0298|---------------------------------------------------------------------|
 LQ0298| PID    Reference Object                     Distance      Geod. Az  |
 LQ0298|                                                           dddmmss.s |
 LQ0298| LQ0299 JUDY RM 1                             8.730 METERS 07217     |
 LQ0298| LQ0297 JUDY RM 2                             9.632 METERS 19745     |
 LQ0298| LQ0534 BAN                                 APPROX. 3.3 KM 2602942.4 |
 LQ0298|---------------------------------------------------------------------|
 LQ0298
 LQ0298                          SUPERSEDED SURVEY CONTROL
 LQ0298
 LQ0298  NAD 83(1986)-  40 57 22.84268(N)    115 28 33.34463(W) AD(       ) 2
 LQ0298  NAD 27      -  40 57 23.12694(N)    115 28 30.12054(W) AD(       ) 2
 LQ0298  NGVD 29 (07/19/86) 1623.89   (m)         5327.7    (f) LEVELING    3  
 LQ0298
 LQ0298.Superseded values are not recommended for survey control.
 LQ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0298.See file dsdata.txt to determine how the superseded data were derived.
 LQ0298
 LQ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF2826335029(NAD 83)
 LQ0298_MARKER: DS = TRIANGULATION STATION DISK
 LQ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0298_STAMPING: JUDY 1957
 LQ0298_MARK LOGO: CGS   
 LQ0298_PROJECTION: PROJECTING 10 CENTIMETERS
 LQ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0298+STABILITY: SURFACE MOTION
 LQ0298
 LQ0298  HISTORY     - Date     Condition        Report By
 LQ0298  HISTORY     - 1957     MONUMENTED       CGS
 LQ0298  HISTORY     - 1957     GOOD             CGS
 LQ0298  HISTORY     - 1984     GOOD             NGS
 LQ0298
 LQ0298                          STATION DESCRIPTION
 LQ0298
 LQ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0298'THE STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF ELKO AND
 LQ0298'ABOUT 1 MILE NORTHWEST OF THE SMALL TOWN OF HALLECK.  IT
 LQ0298'IS ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 40 AT THE SUMMIT OF
 LQ0298'A LOW HILL.
 LQ0298'
 LQ0298'TO REACH FROM THE COURTHOUSE IN ELKO, GO NORTHEAST ON U.S.
 LQ0298'HIGHWAY 40 FOR 18.6 MILES TO THE STATION ON THE RIGHT.  TO DRIVE
 LQ0298'A TRUCK TO THE STATION, CONTINUE NORTHEAST ON THE HIGHWAY FOR
 LQ0298'0.4 MILE TO THE JUNCTION WITH STATE HIGHWAY 11 (HALLECK ROAD).
 LQ0298'TURN RIGHT (SOUTHEAST) AND GO 0.2 MILE TO A POWER LINE.  TURN
 LQ0298'RIGHT (WEST) AND FOLLOW POWER LINE ROAD FOR 0.5 MILE TO A POLE
 LQ0298'WITH 4 GUY WIRES.  THEN TURN RIGHT (NORTH) AND GO 0.1 MILE TO
 LQ0298'THE STATION.
 LQ0298'
 LQ0298'THE STATION MARK, STAMPED JUDY 1957, IS A STANDARD BRONZE DISK
 LQ0298'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 LQ0298'IT IS 175 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 115
 LQ0298'FEET SOUTH OF A FENCE, AND 6 FEET SOUTHEAST OF A WHITE WITNESS
 LQ0298'POST.
 LQ0298'
 LQ0298'REFERENCE MARK NO. 1, STAMPED JUDY NO 1 1957, IS A STANDARD
 LQ0298'BRONZE DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LQ0298'PROJECTS 6 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION
 LQ0298'MARK.
 LQ0298'
 LQ0298'REFERENCE MARK NO. 2, STAMPED JUDY NO 2 1957, IS A STANDARD
 LQ0298'BRONZE DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LQ0298'PROJECTS 4 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION
 LQ0298'MARK.
 LQ0298
 LQ0298                          STATION RECOVERY (1957)
 LQ0298
 LQ0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0298'18.6 MI NE FROM ELKO.
 LQ0298'18.6 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0298'IDAHO STREETS AT ELKO, 174.6 FEET SOUTH OF HIGHWAY, 31.6 FEET WEST OF
 LQ0298'R.M. 1, 28.7 FEET NORTH OF R.M. 2, 3.7 FEET WEST OF WITNESS POST, SET
 LQ0298'IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LQ0298
 LQ0298                          STATION RECOVERY (1984)
 LQ0298
 LQ0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0298'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.15 KM
 LQ0298'(8.85 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE COURTHOUSE AT
 LQ0298'ELKO, THENCE 16.8 KM (10.5 MI) NORTHEAST ALONG INTERSTATE 80, 0.1 KM
 LQ0298'(0.05 MI) EAST OF MILEPOST 321, 53.6 METERS (176 FT) SOUTH OF THE EAST
 LQ0298'BOUND HIGHWAY CENTERLINE, 9.6 METERS (31.5 FT) WEST OF RM 1,
 LQ0298'8.7 METERS (28.5 FT) NORTHEAST OF RM 2 AND 7.3 METERS (24 FT) NORTH OF
 LQ0298'THE RIGHT OF WAY FENCE.
 LQ0298'THE MARK IS 2.1 METERS  W FROM A WITNESS POST.
 LQ0298'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0299 ***********************************************************************
 LQ0299  DESIGNATION -  JUDY RM 1
 LQ0299  PID         -  LQ0299
 LQ0299  STATE/COUNTY-  NV/ELKO
 LQ0299  USGS QUAD   -  HALLECK (1971)
 LQ0299
 LQ0299                         *CURRENT SURVEY CONTROL
 LQ0299  ___________________________________________________________________
 LQ0299* NAD 83(1986)-  40 57 23.     (N)    115 28 33.     (W)     SCALED    
 LQ0299* NAVD 88     -      1624.797  (meters)    5330.69   (feet)  ADJUSTED  
 LQ0299  ___________________________________________________________________
 LQ0299  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 LQ0299  DYNAMIC HT  -        1623.447 (meters)    5326.26  (feet)  COMP
 LQ0299  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 LQ0299
 LQ0299  VERT ORDER  -  SECOND    CLASS 0
 LQ0299
 LQ0299.The horizontal coordinates were scaled from a topographic map and have
 LQ0299.an estimated accuracy of +/- 6 seconds.
 LQ0299
 LQ0299.The orthometric height was determined by differential leveling
 LQ0299.and adjusted by the National Geodetic Survey in June 1991..
 LQ0299
 LQ0299.The geoid height was determined by GEOID03.
 LQ0299
 LQ0299.The dynamic height is computed by dividing the NAVD 88
 LQ0299.geopotential number by the normal gravity value computed on the
 LQ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0299.degrees latitude (g = 980.6199 gals.).
 LQ0299
 LQ0299.The modeled gravity was interpolated from observed gravity values.
 LQ0299
 LQ0299;                    North         East    Units  Estimated Accuracy
 LQ0299;SPC NV E     - 8,688,810.      209,050.      MT  (+/- 180 meters Scaled)
 LQ0299
 LQ0299                          SUPERSEDED SURVEY CONTROL
 LQ0299
 LQ0299  NGVD 29 (??/??/92) 1623.638  (m)         5326.89   (f) ADJ UNCH    2 0
 LQ0299
 LQ0299.Superseded values are not recommended for survey control.
 LQ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0299.See file dsdata.txt to determine how the superseded data were derived.
 LQ0299
 LQ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF282350(NAD 83)
 LQ0299_MARKER: DR = REFERENCE MARK DISK
 LQ0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0299_STAMPING: JUDY NO 1 1957
 LQ0299_MARK LOGO: CGS   
 LQ0299_PROJECTION: PROJECTING 7 CENTIMETERS
 LQ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0299+STABILITY: SURFACE MOTION
 LQ0299
 LQ0299  HISTORY     - Date     Condition        Report By
 LQ0299  HISTORY     - 1957     MONUMENTED       CGS
 LQ0299  HISTORY     - 1984     GOOD             NGS
 LQ0299
 LQ0299                          STATION DESCRIPTION
 LQ0299
 LQ0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0299'18.6 MI NE FROM ELKO.
 LQ0299'18.6 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0299'IDAHO STREETS AT ELKO, 174 FEET SOUTH OF THE HIGHWAY, 31.6 FEET EAST
 LQ0299'OF STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES
 LQ0299'ABOVE GROUND SURFACE.
 LQ0299
 LQ0299                          STATION RECOVERY (1984)
 LQ0299
 LQ0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0299'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 LQ0299'DESCRIPTION FOLLOWS.  14.15 KM (8.85 MI) NORTHEAST ALONG OLD US
 LQ0299'HIGHWAY 40 FROM THE COURTHOUSE AT ELKO, THENCE 16.8 KM (10.5 MI)
 LQ0299'NORTHEAST ALONG INTERSTATE 80, 0.1 KM (0.05 MI) EAST OF MILEPOST 321,
 LQ0299'53.6 METERS (176 FT) SOUTH OF THE EAST BOUND HIGHWAY CENTERLINE,
 LQ0299'16.1 METERS (53 FT) NORTHEAST OF RM 2, 9.6 METERS (31.5 FT) EAST OF
 LQ0299'THE STATION AND 7.3 METERS (24 FT) NORTH OF THE RIGHT OF WAY FENCE.
 LQ0299'THE MARK IS 7.5 METERS  E FROM A WITNESS POST.
 LQ0299'THE MARK IS 0.3 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0297 ***********************************************************************
 LQ0297  DESIGNATION -  JUDY RM 2
 LQ0297  PID         -  LQ0297
 LQ0297  STATE/COUNTY-  NV/ELKO
 LQ0297  USGS QUAD   -  HALLECK (1971)
 LQ0297
 LQ0297                         *CURRENT SURVEY CONTROL
 LQ0297  ___________________________________________________________________
 LQ0297* NAD 83(1986)-  40 57 23.     (N)    115 28 33.     (W)     SCALED    
 LQ0297* NAVD 88     -      1624.939  (meters)    5331.15   (feet)  ADJUSTED  
 LQ0297  ___________________________________________________________________
 LQ0297  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 LQ0297  DYNAMIC HT  -        1623.589 (meters)    5326.72  (feet)  COMP
 LQ0297  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 LQ0297
 LQ0297  VERT ORDER  -  SECOND    CLASS 0
 LQ0297
 LQ0297.The horizontal coordinates were scaled from a topographic map and have
 LQ0297.an estimated accuracy of +/- 6 seconds.
 LQ0297
 LQ0297.The orthometric height was determined by differential leveling
 LQ0297.and adjusted by the National Geodetic Survey in June 1991..
 LQ0297
 LQ0297.The geoid height was determined by GEOID03.
 LQ0297
 LQ0297.The dynamic height is computed by dividing the NAVD 88
 LQ0297.geopotential number by the normal gravity value computed on the
 LQ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0297.degrees latitude (g = 980.6199 gals.).
 LQ0297
 LQ0297.The modeled gravity was interpolated from observed gravity values.
 LQ0297
 LQ0297;                    North         East    Units  Estimated Accuracy
 LQ0297;SPC NV E     - 8,688,810.      209,050.      MT  (+/- 180 meters Scaled)
 LQ0297
 LQ0297                          SUPERSEDED SURVEY CONTROL
 LQ0297
 LQ0297  NGVD 29 (??/??/92) 1623.780  (m)         5327.35   (f) ADJ UNCH    2 0
 LQ0297
 LQ0297.Superseded values are not recommended for survey control.
 LQ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0297.See file dsdata.txt to determine how the superseded data were derived.
 LQ0297
 LQ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF282350(NAD 83)
 LQ0297_MARKER: DR = REFERENCE MARK DISK
 LQ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0297_STAMPING: JUDY NO 2 1957
 LQ0297_MARK LOGO: CGS   
 LQ0297_PROJECTION: PROJECTING 10 CENTIMETERS
 LQ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0297+STABILITY: SURFACE MOTION
 LQ0297
 LQ0297  HISTORY     - Date     Condition        Report By
 LQ0297  HISTORY     - 1957     MONUMENTED       CGS
 LQ0297  HISTORY     - 1984     GOOD             NGS
 LQ0297
 LQ0297                          STATION DESCRIPTION
 LQ0297
 LQ0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0297'18.6 MI NE FROM ELKO.
 LQ0297'18.6 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0297'IDAHO STREETS AT ELKO, 198.6 FEET SOUTH OF HIGHWAY, 28.7 FEET SOUTH OF
 LQ0297'STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE
 LQ0297'GROUND SURFACE.
 LQ0297
 LQ0297                          STATION RECOVERY (1984)
 LQ0297
 LQ0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0297'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 LQ0297'DESCRIPTION FOLLOWS.  14.15 KM (8.85 MI) NORTHEAST ALONG OLD US
 LQ0297'HIGHWAY 40 FROM THE COURTHOUSE AT ELKO, THENCE 16.8 KM (10.5 MI)
 LQ0297'NORTHEAST ALONG INTERSTATE 80, 0.1 KM (0.05 MI) EAST OF MILEPOST 321,
 LQ0297'61.6 METERS (202 FT) SOUTH OF THE EAST BOUND HIGHWAY CENTERLINE,
 LQ0297'16.1 METERS (53 FT) SOUTHWEST OF RM 1, 8.7 METERS (28.5 FT) SOUTH OF
 LQ0297'THE STATION AND 0.6 METER (2 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 LQ0297'THE MARK IS 10.2 METERS  S FROM A WITNESS POST.
 LQ0297'THE MARK IS 0.15 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0777 ***********************************************************************
 LR0777  DESIGNATION -  JUG
 LR0777  PID         -  LR0777
 LR0777  STATE/COUNTY-  NV/LANDER
 LR0777  USGS QUAD   -  REDROCK SPRING (1990)
 LR0777
 LR0777                         *CURRENT SURVEY CONTROL
 LR0777  ___________________________________________________________________
 LR0777* NAD 83(1994)-  40 15 28.38342(N)    117 06 00.39266(W)     ADJUSTED  
 LR0777* NAVD 88     -      1463.122  (meters)    4800.26   (feet)  ADJUSTED  
 LR0777  ___________________________________________________________________
 LR0777  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 LR0777  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 LR0777  DYNAMIC HT  -        1461.847 (meters)    4796.08  (feet)  COMP
 LR0777  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 LR0777
 LR0777  HORZ ORDER  -  THIRD
 LR0777  VERT ORDER  -  FIRST     CLASS II
 LR0777
 LR0777.The horizontal coordinates were established by classical geodetic methods
 LR0777.and adjusted by the National Geodetic Survey in June 1998..
 LR0777
 LR0777.The orthometric height was determined by differential leveling
 LR0777.and adjusted by the National Geodetic Survey in June 1991..
 LR0777
 LR0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0777
 LR0777.The geoid height was determined by GEOID03.
 LR0777
 LR0777.The dynamic height is computed by dividing the NAVD 88
 LR0777.geopotential number by the normal gravity value computed on the
 LR0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0777.degrees latitude (g = 980.6199 gals.).
 LR0777
 LR0777.The modeled gravity was interpolated from observed gravity values.
 LR0777
 LR0777;                    North         East     Units Scale Factor Converg.
 LR0777;SPC NV C     - 6,611,334.421   463,129.925   MT  0.99991673   -0 16 48.4
 LR0777;SPC NV C     -21,690,686.35  1,519,452.10   sFT  0.99991673   -0 16 48.4
 LR0777;UTM  11      - 4,456,385.297   491,486.952   MT  0.99960089   -0 03 52.9
 LR0777
 LR0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0777!SPC NV C     -   0.99977386  x   0.99991673  =   0.99969061
 LR0777!UTM  11      -   0.99977386  x   0.99960089  =   0.99937484
 LR0777
 LR0777|---------------------------------------------------------------------|
 LR0777| PID    Reference Object                     Distance      Geod. Az  |
 LR0777|                                                           dddmmss.s |
 LR0777| DB8015 JUG RM 1                             14.825 METERS 11353     |
 LR0777| DB8014 JUG AZ MK                                          1861611.6 |
 LR0777| DB8016 JUG RM 2                             12.682 METERS 19758     |
 LR0777|---------------------------------------------------------------------|
 LR0777
 LR0777                          SUPERSEDED SURVEY CONTROL
 LR0777
 LR0777  NAD 83(1986)-  40 15 28.38651(N)    117 06 00.38556(W) AD(       ) 3
 LR0777  NAD 27      -  40 15 28.68520(N)    117 05 57.02340(W) AD(       ) 3
 LR0777  NGVD 29 (07/19/86) 1460.9    (m)         4793.     (f) VERT ANG       
 LR0777
 LR0777.Superseded values are not recommended for survey control.
 LR0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0777.See file dsdata.txt to determine how the superseded data were derived.
 LR0777
 LR0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME9148756385(NAD 83)
 LR0777_MARKER: DS = TRIANGULATION STATION DISK
 LR0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0777_SP_SET: CONCRETE POST
 LR0777_STAMPING: JUG 1958
 LR0777_MARK LOGO: CGS   
 LR0777_PROJECTION: PROJECTING 5 CENTIMETERS
 LR0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0777+STABILITY: SURFACE MOTION
 LR0777
 LR0777  HISTORY     - Date     Condition        Report By
 LR0777  HISTORY     - 1958     MONUMENTED       CGS
 LR0777  HISTORY     - 1985     GOOD             NGS
 LR0777
 LR0777                          STATION DESCRIPTION
 LR0777
 LR0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0777'THE STATION IS LOCATED AIRLINE ABOUT 30 MILES SOUTH OF BATTLE
 LR0777'MOUNTAIN AND ALONG THE WEST SIDE OF STATE HIGHWAY 8A.
 LR0777'
 LR0777'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 40
 LR0777'AND STATE HIGHWAY 8A IN BATTLE MOUNTAIN GO SOUTH ON HIGHWAY 8A
 LR0777'FOR 30.2 MILES TO THE STATION.
 LR0777'
 LR0777'THE STATION MARK IS A STANDARD DISK STAMPED JUG 1958 SET IN THE
 LR0777'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 LR0777'2 INCHES ABOVE THE GROUND.  IT IS 225 FEET WEST OF THE
 LR0777'CENTERLINE OF THE HIGHWAY AND 7 FEET WEST OF A WHITE WITNESS
 LR0777'POST.
 LR0777'
 LR0777'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED JUG NO 1
 LR0777'1958 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 LR0777'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT THE
 LR0777'SAME ELEVATION AS THE STATION.  IT IS LOCATED 177 FEET WEST OF
 LR0777'THE CENTERLINE OF THE HIGHWAY.
 LR0777'
 LR0777'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED JUG NO
 LR0777'2 1958 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 LR0777'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE
 LR0777'SAME ELEVATION AS THE STATION.  IT IS LOCATED 225 FEET WEST
 LR0777'OF THE CENTERLINE OF THE HIGHWAY.
 LR0777'
 LR0777'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 LR0777'R 85 1931 SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 LR0777'THAT PROJECTS ABOUT 10 INCHES ABOVE THE GROUND.  IT IS LOCATED
 LR0777'63 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 8A.  TO
 LR0777'REACH FROM THE STATION GO SOUTH ON STATE HIGHWAY 8A FOR 0.45
 LR0777'MILE TO THE AZIMUTH MARK.
 LR0777
 LR0777                          STATION RECOVERY (1985)
 LR0777
 LR0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LR0777'47.5 KM (29.5 MI) SOUTH FROM BATTLE MTN.
 LR0777'47.47 KM (29.50 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0777'AT BATTLE MTN, 0.74 KM (0.46 MI) NORTH OF MILEPOST 88, 67.7 METERS
 LR0777'(222 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 14.9 METERS (49 FT)
 LR0777'NORTH OF TELEPHONE POLE 317, 14.8 METERS (48.6 FT) WEST-NORTHWEST OF
 LR0777'RM 1, 12.7 METERS (41.6 FT) NORTH OF RM 2 AND 6.7 METERS (22 FT)
 LR0777'NORTHWEST OF THE RIGHT OF WAY FENCE.
 LR0777'THE MARK IS 1.6 METERS  SE FROM A WITNESS POST.
 LR0777'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0130 ***********************************************************************
 GR0130  DESIGNATION -  JULIA
 GR0130  PID         -  GR0130
 GR0130  STATE/COUNTY-  NV/CLARK
 GR0130  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0130
 GR0130                         *CURRENT SURVEY CONTROL
 GR0130  ___________________________________________________________________
 GR0130* NAD 83(1994)-  36 46 05.15289(N)    114 09 42.35107(W)     ADJUSTED  
 GR0130* NAVD 88     -       503.727  (meters)    1652.64   (feet)  POSTED    
 GR0130  ___________________________________________________________________
 GR0130  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 GR0130  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 GR0130  DYNAMIC HT  -         503.240 (meters)    1651.05  (feet)  COMP
 GR0130  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 GR0130
 GR0130  HORZ ORDER  -  SECOND
 GR0130  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0130
 GR0130.The horizontal coordinates were established by classical geodetic methods
 GR0130.and adjusted by the National Geodetic Survey in June 1998..
 GR0130
 GR0130.The orthometric height was determined by differential leveling
 GR0130.and adjusted by the National Geodetic Survey in 1992..
 GR0130.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0130.rate of 0.0 thru 1.0 mm/km.
 GR0130
 GR0130.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0130
 GR0130.The geoid height was determined by GEOID03.
 GR0130
 GR0130.The dynamic height is computed by dividing the NAVD 88
 GR0130.geopotential number by the normal gravity value computed on the
 GR0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0130.degrees latitude (g = 980.6199 gals.).
 GR0130
 GR0130.The modeled gravity was interpolated from observed gravity values.
 GR0130
 GR0130;                    North         East     Units Scale Factor Converg.
 GR0130;SPC NV E     - 8,224,837.330   326,910.520   MT  1.00009837   +0 51 03.7
 GR0130;SPC NV E     -26,984,320.47  1,072,538.93   sFT  1.00009837   +0 51 03.7
 GR0130;SPC AZ W     -   639,837.635   176,599.534   MT  0.99994998   -0 14 47.3
 GR0130;SPC AZ W     - 2,099,204.84    579,394.80   iFT  0.99994998   -0 14 47.3
 GR0130;UTM  11      - 4,072,904.801   753,329.534   MT  1.00039070   +1 41 59.3
 GR0130
 GR0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0130!SPC NV E     -   0.99992512  x   1.00009837  =   1.00002348
 GR0130!SPC AZ W     -   0.99992512  x   0.99994998  =   0.99987510
 GR0130!UTM  11      -   0.99992512  x   1.00039070  =   1.00031579
 GR0130
 GR0130:                Primary Azimuth Mark                     Grid Az
 GR0130:SPC NV E     -  VIRG                                     052 43 27.2
 GR0130:SPC AZ W     -  VIRG                                     053 49 18.2
 GR0130:UTM  11      -  VIRG                                     051 52 31.6
 GR0130
 GR0130|---------------------------------------------------------------------|
 GR0130| PID    Reference Object                     Distance      Geod. Az  |
 GR0130|                                                           dddmmss.s |
 GR0130| GR0121 VIRG                                APPROX. 1.3 KM 0533430.9 |
 GR0130| GR0129 JULIA RM 1                           11.228 METERS 05941     |
 GR0130| GR0131 JULIA RM 2                           10.905 METERS 26417     |
 GR0130|---------------------------------------------------------------------|
 GR0130
 GR0130                          SUPERSEDED SURVEY CONTROL
 GR0130
 GR0130  NAD 83(1994)-  36 46 05.15276(N)    114 09 42.35057(W) AD(       ) 2
 GR0130  NAD 83(1992)-  36 46 05.15233(N)    114 09 42.35081(W) AD(       ) 2
 GR0130  NAD 83(1986)-  36 46 05.14827(N)    114 09 42.34855(W) AD(       ) 2
 GR0130  NAD 27      -  36 46 05.24110(N)    114 09 39.45790(W) AD(       ) 2
 GR0130  NGVD 29 (??/??/92)  503.041  (m)         1650.39   (f) ADJ UNCH    2 0
 GR0130
 GR0130.Superseded values are not recommended for survey control.
 GR0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0130.See file dsdata.txt to determine how the superseded data were derived.
 GR0130
 GR0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA5333072905(NAD 83)
 GR0130_MARKER: DS = TRIANGULATION STATION DISK
 GR0130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0130_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0130_STAMPING: JULIA 1956
 GR0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0130
 GR0130  HISTORY     - Date     Condition        Report By
 GR0130  HISTORY     - 1956     MONUMENTED       CGS
 GR0130  HISTORY     - 1957     GOOD             NGS
 GR0130  HISTORY     - 1982     GOOD             NGS
 GR0130
 GR0130                          STATION DESCRIPTION
 GR0130
 GR0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NES)
 GR0130'THE STATION IS LOCATED ON A SHARP SAND DUNE ON THE SOUTH SIDE
 GR0130'OF THE HIGHWAY, 5 MILES WEST OF MESQUITE, AND ABOUT 30 MILES
 GR0130'EAST OF GLENDALE.
 GR0130'
 GR0130'TO REACH FROM THE POST OFFICE IN MESQUITE, GO WESTERLY ON U.S.
 GR0130'HIGHWAY 91 FOR 5.5 MILE TO THE EAST EDGE OF A VERY SANDY HILL
 GR0130'ON THE SOUTH SIDE OF THE HIGHWAY, FROM HERE PACK UP STEEP SANDY
 GR0130'SLOPE SOUTHWEST TO HIGHEST POINT AND STATION FOR ABOUT 300
 GR0130'YARDS.
 GR0130'
 GR0130'THE STATION MARK IS A STANDARD DISK SET IN CEMENT IN A 4 INCH
 GR0130'BLACK SOIL PIPE WHICH PROJECTS ABOUT 10 INCHES.  IT IS STAMPED
 GR0130'JULIA 1956.  IT IS ABOUT 3 FEET SOUTHWEST OF A WHITE WITNESS
 GR0130'POST AND 22 FEET SOUTH OF ROAD RIGHT OF WAY FENCELINE.
 GR0130'
 GR0130'REFERENCE MARK NO. 1 IS ABOUT 30 FEET SOUTH OF HIGHWAY
 GR0130'ROAD-RIGHT-OF-WAY FENCELINE AND ABOUT 1 FOOT LOWER THAN THE
 GR0130'STATION.  IT IS A STANDARD DISK SET IN CEMENT IN A 4 INCH BLACK
 GR0130'SOIL PIPE WHICH PROJECTS 1 FOOT.  IT IS STAMPED JULIA NO 1 1956.
 GR0130'
 GR0130'REFERENCE MARK NO. 2 IS 9 FEET SOUTH OF ROAD RIGHT OF WAY
 GR0130'FENCELINE AND ABOUT 2 FEET LOWER THAN THE STATION.  IT IS A
 GR0130'STANDARD DISK SET IN CONCRETE IN A 4 INCH BLACK SOIL PIPE
 GR0130'AND PROJECTS ABOUT 10 INCHES.  IT IS STAMPED JULIA NO 2 1956.
 GR0130'
 GR0130'AZIMUTH MARK NONE SET TO STATION USE STATION VIRG 1956.
 GR0130
 GR0130                          STATION RECOVERY (1957)
 GR0130
 GR0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GR0130'5.9 MI W FROM MESQUITE.
 GR0130'5.9 MILE WEST ALONG US. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0130'TO THE WEST EDGE OF A HIGHWAY PROTECTIVE FENCE, THENCE SOUTHWEST UP
 GR0130'STEEP AND SANDY RIDGE FOR ABOUT 325 FEET TO THE SOUTH RIGHT-OF-WAY
 GR0130'FENCELINE AND STATION MARK 27 FEET SOUTH OF SOUTH RIGHT-OF-WAY
 GR0130'FENCELINE ON THE HIGHEST AND VERY SANDY ROUNDED POINT, 6.4 FEET EAST
 GR0130'OF A 4 X 4 WHITE WITNESS POST.  IT IS A STANDARD DISK SET IN A 4 INCH
 GR0130'BLACK SOIL PIPE AND PROJECTS 11 INCHES.
 GR0130
 GR0130                          STATION RECOVERY (1982)
 GR0130
 GR0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0130'9.95 KM (6.2 MI) SOUTHWEST ALONG I-15 FROM THE HWY BRIDGE OVER
 GR0130'HILLSIDE ROAD AT MESQUITE, THENCE 99.1 M (325.0 FT) SOUTHWEST ALONG
 GR0130'THE HWY R OF W FENCE, AT THE TOP OF A SANDY RIDGE 8.2 M (27.0 FT)
 GR0130'SOUTHEAST OF THE R OF W FENCE, 11.2 M (37.0 FTE SOUTHWEST OF RM 1
 GR0130'10.9 M (36.0 FT) NORTHEAST OF RM 2, DISK IS SET IN CONCRETE ENCASED
 GR0130'IN A 4 INCH FISHER BOARD PIPE. PROJECTING 2 FT. NOTE: USE WITH
 GR0130'CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0129 ***********************************************************************
 GR0129  DESIGNATION -  JULIA RM 1
 GR0129  PID         -  GR0129
 GR0129  STATE/COUNTY-  NV/CLARK
 GR0129  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0129
 GR0129                         *CURRENT SURVEY CONTROL
 GR0129  ___________________________________________________________________
 GR0129* NAD 83(1986)-  36 46 05.     (N)    114 09 42.     (W)     SCALED    
 GR0129* NAVD 88     -       503.300  (meters)    1651.24   (feet)  POSTED    
 GR0129  ___________________________________________________________________
 GR0129  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 GR0129  DYNAMIC HT  -         502.810 (meters)    1649.64  (feet)  COMP
 GR0129  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 GR0129
 GR0129  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0129
 GR0129.The horizontal coordinates were scaled from a topographic map and have
 GR0129.an estimated accuracy of +/- 6 seconds.
 GR0129
 GR0129.The orthometric height was determined by differential leveling
 GR0129.and adjusted by the National Geodetic Survey in 1992..
 GR0129.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0129.rate of 0.0 thru 1.0 mm/km.
 GR0129
 GR0129.The geoid height was determined by GEOID03.
 GR0129
 GR0129.The dynamic height is computed by dividing the NAVD 88
 GR0129.geopotential number by the normal gravity value computed on the
 GR0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0129.degrees latitude (g = 980.6199 gals.).
 GR0129
 GR0129.The modeled gravity was interpolated from observed gravity values.
 GR0129
 GR0129;                    North         East    Units  Estimated Accuracy
 GR0129;SPC NV E     - 8,224,830.      326,920.      MT  (+/- 180 meters Scaled)
 GR0129
 GR0129                          SUPERSEDED SURVEY CONTROL
 GR0129
 GR0129  NGVD 29 (??/??/92)  502.613  (m)         1648.99   (f) ADJ UNCH    2 0
 GR0129
 GR0129.Superseded values are not recommended for survey control.
 GR0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0129.See file dsdata.txt to determine how the superseded data were derived.
 GR0129
 GR0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA533729(NAD 83)
 GR0129_MARKER: DR = REFERENCE MARK DISK
 GR0129_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0129_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0129_STAMPING: JULIA NO 1 1956
 GR0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0129
 GR0129  HISTORY     - Date     Condition        Report By
 GR0129  HISTORY     - 1956     MONUMENTED       CGS
 GR0129  HISTORY     - 1957     GOOD             NGS
 GR0129  HISTORY     - 1982     GOOD             NGS
 GR0129
 GR0129                          STATION DESCRIPTION
 GR0129
 GR0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0129'5.9 MI W FROM MESQUITE.
 GR0129'5.9 MILE WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0129'TO THE WEST EDGE OF A HIGHWAY PROTECTIVE FENCE, FROM HERE PACK
 GR0129'SOUTHWEST UP A VERY STEEP AND SANDY RIDGE FOR ABOUT 325 FEET TO THE
 GR0129'SOUTH RIGHT-OF-WAY FENCELINE, 34 FEET SOUTH OF RIGHT-OF-WAY FENCELINE
 GR0129'AND 36.84 FEET EAST SOUTHEAST OF THE STATION MARK.  IT IS A STANDARD
 GR0129'DISK SET IN A 4 INCH BLACK SOIL PIPE PROJECTING 13 INCHES.
 GR0129
 GR0129                          STATION RECOVERY (1982)
 GR0129
 GR0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0129'NOTE: 10.3 M (34.0 FT) SOUTHEAST OF THE R OF W FENCE, 22.1 M (73.0
 GR0129'FT) NORTHEAST OF RM 2, 11.2 M (37.0 FT) NORTHEAST OF THE STATION,
 GR0129'DISK IS SET IN CONCRETE ENCASED IN A 4 INCHES FIBER BOARD PIPE
 GR0129'PROJECTING 2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0131 ***********************************************************************
 GR0131  DESIGNATION -  JULIA RM 2
 GR0131  PID         -  GR0131
 GR0131  STATE/COUNTY-  NV/CLARK
 GR0131  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0131
 GR0131                         *CURRENT SURVEY CONTROL
 GR0131  ___________________________________________________________________
 GR0131* NAD 83(1986)-  36 46 05.     (N)    114 09 42.     (W)     SCALED    
 GR0131* NAVD 88     -       502.531  (meters)    1648.72   (feet)  POSTED    
 GR0131  ___________________________________________________________________
 GR0131  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 GR0131  DYNAMIC HT  -         502.040 (meters)    1647.11  (feet)  COMP
 GR0131  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 GR0131
 GR0131  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0131
 GR0131.The horizontal coordinates were scaled from a topographic map and have
 GR0131.an estimated accuracy of +/- 6 seconds.
 GR0131
 GR0131.The orthometric height was determined by differential leveling
 GR0131.and adjusted by the National Geodetic Survey in 1992..
 GR0131.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0131.rate of 0.0 thru 1.0 mm/km.
 GR0131
 GR0131.The geoid height was determined by GEOID03.
 GR0131
 GR0131.The dynamic height is computed by dividing the NAVD 88
 GR0131.geopotential number by the normal gravity value computed on the
 GR0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0131.degrees latitude (g = 980.6199 gals.).
 GR0131
 GR0131.The modeled gravity was interpolated from observed gravity values.
 GR0131
 GR0131;                    North         East    Units  Estimated Accuracy
 GR0131;SPC NV E     - 8,224,830.      326,920.      MT  (+/- 180 meters Scaled)
 GR0131
 GR0131                          SUPERSEDED SURVEY CONTROL
 GR0131
 GR0131  NGVD 29 (??/??/92)  501.845  (m)         1646.47   (f) ADJ UNCH    2 0
 GR0131
 GR0131.Superseded values are not recommended for survey control.
 GR0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0131.See file dsdata.txt to determine how the superseded data were derived.
 GR0131
 GR0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA533729(NAD 83)
 GR0131_MARKER: DR = REFERENCE MARK DISK
 GR0131_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0131_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0131_STAMPING: JULIA NO 2 1956
 GR0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0131
 GR0131  HISTORY     - Date     Condition        Report By
 GR0131  HISTORY     - 1956     MONUMENTED       CGS
 GR0131  HISTORY     - 1957     GOOD             NGS
 GR0131
 GR0131                          STATION DESCRIPTION
 GR0131
 GR0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0131'5.9 MI W FROM MESQUITE.
 GR0131'5.9 MILE WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0131'TO THE WEST EDGE OF A HIGHWAY PROTECTIVE FENCE, THENCE SOUTHWEST UP A
 GR0131'VERY STEEP AND SANDY RIDGE FOR ABOUT 325 FEET TO THE SOUTH
 GR0131'RIGHT-OF-WAY FENCELINE, 10 FEET SOUTH OF RIGHT-OF-WAY FENCELINE AND
 GR0131'35.79 FEET WEST NORTHWEST OF THE STATION MARK.  IT IS A STANDARD DISK
 GR0131'SET IN A 4 INCH BLACK SOIL PIPE PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2962 ***********************************************************************
 AB2962  DESIGNATION -  JUMBO
 AB2962  PID         -  AB2962
 AB2962  STATE/COUNTY-  NV/WASHOE
 AB2962  USGS QUAD   -  VIRGINIA CITY (1994)
 AB2962
 AB2962                         *CURRENT SURVEY CONTROL
 AB2962  ___________________________________________________________________
 AB2962* NAD 83(1994)-  39 17 20.79790(N)    119 41 26.78608(W)     ADJUSTED  
 AB2962* NAVD 88     -      2143.3    (meters)    7032.     (feet)  VERTCON   
 AB2962  ___________________________________________________________________
 AB2962  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AB2962  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AB2962
 AB2962  HORZ ORDER  -  THIRD
 AB2962
 AB2962.The horizontal coordinates were established by classical geodetic methods
 AB2962.and adjusted by the National Geodetic Survey in June 1998..
 AB2962
 AB2962.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2962
 AB2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2962
 AB2962.The geoid height was determined by GEOID03.
 AB2962
 AB2962;                    North         East     Units Scale Factor Converg.
 AB2962;SPC NV W     - 4,504,276.503   704,466.398   MT  1.00001234   -0 42 04.8
 AB2962;SPC NV W     -14,777,780.49  2,311,236.84   sFT  1.00001234   -0 42 04.8
 AB2962;UTM  11      - 4,352,312.318   267,935.268   MT  1.00026314   -1 42 16.7
 AB2962
 AB2962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2962!SPC NV W     -   0.99966763  x   1.00001234  =   0.99967997
 AB2962!UTM  11      -   0.99966763  x   1.00026314  =   0.99993068
 AB2962
 AB2962                          SUPERSEDED SURVEY CONTROL
 AB2962
 AB2962  NAD 83(1992)-  39 17 20.80230(N)    119 41 26.78046(W) AD(       ) 3
 AB2962  NGVD 29 (04/11/94) 2142.1    (m)         7028.     (f) VERT ANG       
 AB2962
 AB2962.Superseded values are not recommended for survey control.
 AB2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2962.See file dsdata.txt to determine how the superseded data were derived.
 AB2962
 AB2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6793552312(NAD 83)
 AB2962_MARKER: N = NAIL
 AB2962_SETTING: 66 = SET IN ROCK OUTCROP
 AB2962
 AB2962  HISTORY     - Date     Condition        Report By
 AB2962  HISTORY     - 1935     MONUMENTED       USGS
 AB2962
 AB2962                          STATION DESCRIPTION
 AB2962
 AB2962'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 AB2962'LOCATED ON A ROCKY HILL AT THE SUMMIT OF THE JUMBO GRADE
 AB2962'TO REACH FROM VIRGINIA CITY, DRIVE W ABOUT 5.0 MI. ON JUMBO GRADE ROAD
 AB2962'TO SUMMIT , TAKE RD LEADING NE UP TO THE FIRST RIDGE.  WALK SE 900 FT.
 AB2962'ALONG RIDGE TO STATION.
 AB2962'STATION MARK--COPPER NAIL AND WASHER CEMENTED IN BEDROCK.
 AB2962'REFERENCE MARK NO. 1--CHISELED CROSS ON ROCK OUTCROP 24.10 FT. FROM
 AB2962'STATION MARK.
 AB2962'REFERENCE MARK NO.2--CHISELED CROSS ON ROCK OUTCROP 11.51 FT FROM
 AB2962'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1614 ***********************************************************************
 KR1614  DESIGNATION -  JUNCTION
 KR1614  PID         -  KR1614
 KR1614  STATE/COUNTY-  NV/LYON
 KR1614  USGS QUAD   -  SILVER SPRINGS NORTH (1993)
 KR1614
 KR1614                         *CURRENT SURVEY CONTROL
 KR1614  ___________________________________________________________________
 KR1614* NAD 83(1994)-  39 24 57.31893(N)    119 13 35.91050(W)     ADJUSTED  
 KR1614* NAVD 88     -      1283.8    (meters)    4212.     (feet)  VERTCON   
 KR1614  ___________________________________________________________________
 KR1614  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 KR1614  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 KR1614
 KR1614  HORZ ORDER  -  SECOND
 KR1614
 KR1614.The horizontal coordinates were established by classical geodetic methods
 KR1614.and adjusted by the National Geodetic Survey in June 1998..
 KR1614
 KR1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1614
 KR1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1614
 KR1614.The geoid height was determined by GEOID03.
 KR1614
 KR1614;                    North         East     Units Scale Factor Converg.
 KR1614;SPC NV W     - 4,517,966.758   744,605.543   MT  0.99993777   -0 24 30.5
 KR1614;SPC NV W     -14,822,695.94  2,442,926.69   sFT  0.99993777   -0 24 30.5
 KR1614;UTM  11      - 4,365,299.139   308,315.631   MT  1.00005241   -1 24 51.2
 KR1614
 KR1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1614!SPC NV W     -   0.99980245  x   0.99993777  =   0.99974023
 KR1614!UTM  11      -   0.99980245  x   1.00005241  =   0.99985485
 KR1614
 KR1614|---------------------------------------------------------------------|
 KR1614| PID    Reference Object                     Distance      Geod. Az  |
 KR1614|                                                           dddmmss.s |
 KR1614| DB8018 JUNCTION RM 1                        11.727 METERS 00216     |
 KR1614| DB8017 JUNCTION AZ MK                                     2441524.3 |
 KR1614| DB8019 JUNCTION RM 2                        12.822 METERS 24947     |
 KR1614|---------------------------------------------------------------------|
 KR1614
 KR1614                          SUPERSEDED SURVEY CONTROL
 KR1614
 KR1614  NAD 83(1992)-  39 24 57.32410(N)    119 13 35.89842(W) AD(       ) 2
 KR1614  NAD 83(1986)-  39 24 57.32700(N)    119 13 35.89027(W) AD(       ) 2
 KR1614  NAD 27      -  39 24 57.62900(N)    119 13 32.29600(W) AD(       ) 2
 KR1614  NGVD 29 (07/19/86) 1282.8    (m)         4209.     (f) VERT ANG       
 KR1614
 KR1614.Superseded values are not recommended for survey control.
 KR1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1614.See file dsdata.txt to determine how the superseded data were derived.
 KR1614
 KR1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0831665299(NAD 83)
 KR1614_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1614_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KR1614
 KR1614  HISTORY     - Date     Condition        Report By
 KR1614  HISTORY     - 1951     MONUMENTED       CGS
 KR1614
 KR1614                          STATION DESCRIPTION
 KR1614
 KR1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1614'THE STATION IS LOCATED ABOUT 300 FEET WEST OF THE JUNCTION OF
 KR1614'U.S. HIGHWAYS 50 AND ALTERNATE 95, (THIS JUNCTION IS ABOUT 27
 KR1614'MILES WEST OF FALLON.) 100 FEET NORTH OF THE CENTER LINE
 KR1614'OF U.S. HIGHWAY 50 AND 6 FEET WEST OF A WHITE WITNESS POST.
 KR1614'
 KR1614'NO TO REACH NEEDED.
 KR1614'
 KR1614'THE STATION MARK IS A STANDARD STATION MARK DISK SET IN THE
 KR1614'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND.
 KR1614'THE MARK IS STAMPED JUNCTION 1951.
 KR1614'
 KR1614'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK
 KR1614'SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 KR1614'GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.  IT
 KR1614'IS 2 FEET SOUTHWEST OF A TELEPHONE POLE.  THE MARK IS STAMPED
 KR1614'JUNCTION NO 1 1951.
 KR1614'
 KR1614'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK SET
 KR1614'IN THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND.
 KR1614'IT IS ABOUT 100 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 KR1614'50.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.  THE MARK IS
 KR1614'STAMPED JUNCTION NO 2 1951.
 KR1614'
 KR1614'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN A
 KR1614'DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES ABOVE THE
 KR1614'GROUND.  IT IS LOCATED 66 FEET NORTH OF THE CENTER LINE OF
 KR1614'U.S. HIGHWAY 50 AND 3 FEET SOUTHEAST OF A WHITE WITNESS POST.
 KR1614'THE MARK IS STAMPED JUNCTION 1951.
 KR1614'
 KR1614'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 KR1614'HIGHWAY 50 FOR 0.7 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1912 ***********************************************************************
 GR1912  DESIGNATION -  JUNCTION
 GR1912  PID         -  GR1912
 GR1912  STATE/COUNTY-  NV/CLARK
 GR1912  USGS QUAD   -  WILDCAT WASH SW (1980)
 GR1912
 GR1912                         *CURRENT SURVEY CONTROL
 GR1912  ___________________________________________________________________
 GR1912* NAD 83(1994)-  36 48 38.12128(N)    114 56 56.83826(W)     ADJUSTED  
 GR1912* NAVD 88     -       780.1    (meters)    2559.     (feet)  VERTCON   
 GR1912  ___________________________________________________________________
 GR1912  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 GR1912  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 GR1912
 GR1912  HORZ ORDER  -  THIRD
 GR1912
 GR1912.The horizontal coordinates were established by classical geodetic methods
 GR1912.and adjusted by the National Geodetic Survey in June 1998..
 GR1912
 GR1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1912
 GR1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1912
 GR1912.The geoid height was determined by GEOID03.
 GR1912
 GR1912;                    North         East     Units Scale Factor Converg.
 GR1912;SPC NV E     - 8,228,797.412   256,586.622   MT  0.99993944   +0 22 48.0
 GR1912;SPC NV E     -26,997,312.84    841,817.94   sFT  0.99993944   +0 22 48.0
 GR1912;UTM  11      - 4,075,823.023   682,941.833   MT  1.00001232   +1 13 45.0
 GR1912
 GR1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1912!SPC NV E     -   0.99988171  x   0.99993944  =   0.99982115
 GR1912!UTM  11      -   0.99988171  x   1.00001232  =   0.99989402
 GR1912
 GR1912:                Primary Azimuth Mark                     Grid Az
 GR1912:SPC NV E     -  HIDDEN                                   153 53 32.3
 GR1912:UTM  11      -  HIDDEN                                   153 02 35.3
 GR1912
 GR1912|---------------------------------------------------------------------|
 GR1912| PID    Reference Object                     Distance      Geod. Az  |
 GR1912|                                                           dddmmss.s |
 GR1912| GR1910 HIDDEN                              APPROX.15.1 KM 1541620.3 |
 GR1912| CC5471 JUNCTION RM 1                        21.278 METERS 18305     |
 GR1912| CC5472 JUNCTION RM 2                        11.397 METERS 28813     |
 GR1912|---------------------------------------------------------------------|
 GR1912
 GR1912                          SUPERSEDED SURVEY CONTROL
 GR1912
 GR1912  NAD 83(1994)-  36 48 38.12022(N)    114 56 56.83588(W) AD(       ) 3
 GR1912  NAD 83(1992)-  36 48 38.11689(N)    114 56 56.83506(W) AD(       ) 3
 GR1912  NAD 83(1992)-  36 48 38.11701(N)    114 56 56.83454(W) AD(       ) 3
 GR1912  NAD 83(1986)-  36 48 38.11478(N)    114 56 56.83389(W) AD(       ) 3
 GR1912  NAD 27      -  36 48 38.22447(N)    114 56 53.82665(W) AD(       ) 3
 GR1912  NGVD 29 (07/19/86)  779.4    (m)         2557.     (f) VERT ANG       
 GR1912
 GR1912.Superseded values are not recommended for survey control.
 GR1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1912.See file dsdata.txt to determine how the superseded data were derived.
 GR1912
 GR1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8294275823(NAD 83)
 GR1912_MARKER: DD = SURVEY DISK
 GR1912_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GR1912+WITH SETTING: INFORMATION.
 GR1912_SP_SET: PREFABRICATED CONCRETE POST
 GR1912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR1912+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2003
 GR1912
 GR1912  HISTORY     - Date     Condition        Report By
 GR1912  HISTORY     - 1969     MONUMENTED       USGS
 GR1912  HISTORY     - 20031017 GOOD             INDIV
 GR1912
 GR1912                          STATION DESCRIPTION
 GR1912
 GR1912'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GR1912'LOCATED 41 MI. SE. OF ALAMO.  19 MI. NW. OF MOAPA.  160 FT. W. OF
 GR1912'U.S. HIGHWAY 93.
 GR1912'
 GR1912'TO REACH FROM THE STANDARD SERVICE STATION IN GLENDALE, DRIVE
 GR1912'N. ON U.S. HIGHWAY 7 FOR 24.5 MI. TO JUNCTION OF
 GR1912'STATE HIGHWAY 7 AND U.S. HIGHWAY 93.  GO RIGHT (N) ALONG
 GR1912'U.S. HIGHWAY 93, 0.8 MI. TO POINT OPPOSITE STATION.  STATION
 GR1912'IS 160 FT. W. CENTERLINE HIGHWAY 93.
 GR1912'
 GR1912'STATION MARK--A STANDARD USGS TABLET STAMPED JUNCTION 1969
 GR1912'CRIMPED ON COPPER-COATED ROD DRIVEN FLUSH WITH GROUND.
 GR1912'
 GR1912'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 GR1912'STAMPED NO 1 1969 CRIMPED ON COPPER-COATED ROD ABOUT LEVEL
 GR1912'WITH STATION MARK.
 GR1912'
 GR1912'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 GR1912'STAMPED NO 2 1969 CRIMPED ON COPPER-COATED ROD ABOUT LEVEL
 GR1912'WITH STATION MARK.
 GR1912
 GR1912                          STATION RECOVERY (2003)
 GR1912
 GR1912'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DP)
 GR1912'I THINK THE DESCRIPTION IS FIND EXCEPT FOR HIGHWAY 7 IS NOW HWY168
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1865 ***********************************************************************
 KR1865  DESIGNATION -  JUNCTION HOUSE
 KR1865  PID         -  KR1865
 KR1865  STATE/COUNTY-  NV/WASHOE
 KR1865  USGS QUAD   -  FRASER FLAT (1980)
 KR1865
 KR1865                         *CURRENT SURVEY CONTROL
 KR1865  ___________________________________________________________________
 KR1865* NAD 83(1994)-  39 46 01.19233(N)    119 39 26.19997(W)     ADJUSTED  
 KR1865* NAVD 88     -      1649.0    (meters)    5410.     (feet)  VERTCON   
 KR1865  ___________________________________________________________________
 KR1865  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 KR1865  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 KR1865
 KR1865  HORZ ORDER  -  THIRD
 KR1865
 KR1865.The horizontal coordinates were established by classical geodetic methods
 KR1865.and adjusted by the National Geodetic Survey in June 1998..
 KR1865
 KR1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1865
 KR1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1865
 KR1865.The geoid height was determined by GEOID03.
 KR1865
 KR1865;                    North         East     Units Scale Factor Converg.
 KR1865;SPC NV W     - 4,557,295.870   707,989.010   MT  1.00000420   -0 41 13.3
 KR1865;SPC NV W     -14,951,728.20  2,322,793.94   sFT  1.00000420   -0 41 13.3
 KR1865;UTM  11      - 4,405,274.302   272,391.513   MT  1.00023784   -1 42 01.8
 KR1865
 KR1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1865!SPC NV W     -   0.99974510  x   1.00000420  =   0.99974930
 KR1865!UTM  11      -   0.99974510  x   1.00023784  =   0.99998288
 KR1865
 KR1865|---------------------------------------------------------------------|
 KR1865| PID    Reference Object                     Distance      Geod. Az  |
 KR1865|                                                           dddmmss.s |
 KR1865| CS7112 JUNCTION HOUSE RM 1                   6.081 METERS 21537     |
 KR1865| CS7113 JUNCTION HOUSE RM 2                   5.166 METERS 31012     |
 KR1865|---------------------------------------------------------------------|
 KR1865
 KR1865                          SUPERSEDED SURVEY CONTROL
 KR1865
 KR1865  NAD 83(1992)-  39 46 01.19636(N)    119 39 26.19935(W) AD(       ) 3
 KR1865  NAD 83(1986)-  39 46 01.20231(N)    119 39 26.19170(W) AD(       ) 3
 KR1865  NGVD 29 (10/14/92) 1648.0    (m)         5407.     (f) VERT ANG       
 KR1865
 KR1865.Superseded values are not recommended for survey control.
 KR1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1865.See file dsdata.txt to determine how the superseded data were derived.
 KR1865
 KR1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE7239205274(NAD 83)
 KR1865_MARKER: DS = TRIANGULATION STATION DISK
 KR1865_SETTING: 66 = SET IN ROCK OUTCROP
 KR1865_SP_SET: SET IN ROCK OUTCROP
 KR1865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1865+STABILITY: POSITION/ELEVATION WELL
 KR1865
 KR1865  HISTORY     - Date     Condition        Report By
 KR1865  HISTORY     - 1956     MONUMENTED       USGS
 KR1865  HISTORY     - 1976     GOOD             USGS
 KR1865
 KR1865                          STATION DESCRIPTION
 KR1865
 KR1865'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KR1865'LOCATED ABOUT 24 MI NW. OF WADSWORTH, 18 MI NE. OF RENO.  ON ROCKY
 KR1865'RIDGE TOP BETWEEN SPANISH SPRINGS VALLEY AND WARM SPRINGS VALLEY.
 KR1865'
 KR1865'TO REACH FROM SPARKS POST OFFICE, DRIVE 0.1 MI E. TO PYRAMID WAY.
 KR1865'TURN LEFT 1.9 MI TO STATE HWY. 33.  TURN RIGHT 17.4 MI.  TURN RIGHT
 KR1865'ON BLADED RD. 2.5 MI.  TURN RIGHT CROSS-COUNTRY TO BASE OF ROCKY
 KR1865'RIDGE.  PACK W. TO TOP AND STATION.  ABOUT A 15-MINUTE PACK.
 KR1865'
 KR1865'STATION MARK--STANDARD TABLET STAMPED---JUNCTION HOUSE 1956---,
 KR1865'CEMENTED IN ROCK OUTCROP.
 KR1865'
 KR1865'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN ROCK
 KR1865'OUTCROP.
 KR1865'
 KR1865'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN ROCK
 KR1865'OUTCROP.
 KR1865
 KR1865                          STATION RECOVERY (1976)
 KR1865
 KR1865'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KR1865'RECOVERED AS DESCRIBED BY USGS IN 1956.  ALL MARKS IN GOOD
 KR1865'CONDITION.  OCCUPIED FOR EDVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0298 ***********************************************************************
 MV0298  DESIGNATION -  JUNGO
 MV0298  PID         -  MV0298
 MV0298  STATE/COUNTY-  NV/HUMBOLDT
 MV0298  USGS QUAD   -  DONNA SCHEE PEAK (1990)
 MV0298
 MV0298                         *CURRENT SURVEY CONTROL
 MV0298  ___________________________________________________________________
 MV0298* NAD 83(1994)-  41 01 58.25003(N)    118 19 37.86752(W)     ADJUSTED  
 MV0298* NAVD 88     -      1640.6    (meters)    5383.     (feet)  VERTCON   
 MV0298  ___________________________________________________________________
 MV0298  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 MV0298  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 MV0298
 MV0298  HORZ ORDER  -  FIRST
 MV0298
 MV0298.The horizontal coordinates were established by classical geodetic methods
 MV0298.and adjusted by the National Geodetic Survey in June 1998..
 MV0298
 MV0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0298
 MV0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0298
 MV0298.The geoid height was determined by GEOID03.
 MV0298
 MV0298;                    North         East     Units Scale Factor Converg.
 MV0298;SPC NV W     - 4,697,324.656   821,538.205   MT  0.99990571   +0 10 05.4
 MV0298;SPC NV W     -15,411,139.31  2,695,329.93   sFT  0.99990571   +0 10 05.4
 MV0298;UTM  11      - 4,543,251.777   388,435.707   MT  0.99975319   -0 52 17.0
 MV0298
 MV0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0298!SPC NV W     -   0.99974601  x   0.99990571  =   0.99965174
 MV0298!UTM  11      -   0.99974601  x   0.99975319  =   0.99949926
 MV0298
 MV0298:                Primary Azimuth Mark                     Grid Az
 MV0298:SPC NV W     -  JUNGO AZ MK                              115 44 11.0
 MV0298:UTM  11      -  JUNGO AZ MK                              116 46 33.4
 MV0298
 MV0298|---------------------------------------------------------------------|
 MV0298| PID    Reference Object                     Distance      Geod. Az  |
 MV0298|                                                           dddmmss.s |
 MV0298| CD7753 JUNGO AZ MK                                        1155416.4 |
 MV0298| CD7754 JUNGO RM 1                            8.382 METERS 17546     |
 MV0298| LS0564 JUNGO RAILROAD WATER TANK           APPROX.13.7 KM 1990209.9 |
 MV0298| CD7755 JUNGO RM 2                           14.021 METERS 24847     |
 MV0298|---------------------------------------------------------------------|
 MV0298
 MV0298                          SUPERSEDED SURVEY CONTROL
 MV0298
 MV0298  NAD 83(1986)-  41 01 58.25869(N)    118 19 37.86057(W) AD(       ) 1
 MV0298  NAD 27      -  41 01 58.61100(N)    118 19 34.31200(W) AD(       ) 1
 MV0298  NGVD 29 (03/31/99) 1639.6    (m)         5379.     (f) VERT ANG       
 MV0298
 MV0298.Superseded values are not recommended for survey control.
 MV0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0298.See file dsdata.txt to determine how the superseded data were derived.
 MV0298
 MV0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF8843643252(NAD 83)
 MV0298_MARKER: DS = TRIANGULATION STATION DISK
 MV0298_SETTING: 66 = SET IN ROCK OUTCROP
 MV0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0298+STABILITY: POSITION/ELEVATION WELL
 MV0298
 MV0298  HISTORY     - Date     Condition        Report By
 MV0298  HISTORY     - 1940     MONUMENTED       CGS
 MV0298  HISTORY     - 1958     GOOD             CGS
 MV0298  HISTORY     - 1965     GOOD             USGS
 MV0298
 MV0298                          STATION DESCRIPTION
 MV0298
 MV0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MV0298'STATION IS LOCATED ABOUT 31 MILES N OF W OF WINNEMUCCA.
 MV0298'8.5 MILES E OF N OF JUNGO, ON THE SOUTHEASTERN AND THE HIGHEST
 MV0298'POINT OF THE JUNGO HILLS.
 MV0298'
 MV0298'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 MV0298'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 MV0298'
 MV0298'AZIMUTH MARK IS LOCATED ABOUT 1.2 MILES, AIRLINE, ESE OF THE
 MV0298'STATION, ON THE SW SLOPE OF THE RIDGE THAT COMES DOWN TO MEET
 MV0298'THE DESERT.  IT IS ABOUT 25 FEET ABOVE THE ALKALI FLAT, 70
 MV0298'YARDS NW OF THE POINT AND 70 YARDS NE OF THE ROAD TO THE
 MV0298'STATION.
 MV0298'
 MV0298'STATION IS REACHED FROM THE POST OFFICE IN JUNGO BY TAKING
 MV0298'THE GRADED DIRT ROAD N ACROSS THE FLAT 1.5 MILES AND TAKE
 MV0298'THE RIGHT FORK, TO NE ACROSS FLAT TOWARD THE POINT OR RIDGE,
 MV0298'THAT COMES DOWN TO MEET THE DESERT FLAT, A DISTANCE OF 7.3
 MV0298'MILES, TURN SHARP LEFT JUST BEFORE REACHING THE POINT OF RIDGE,
 MV0298'ONTO A TRACK ROAD, AND GO NW FOR 0.8 MILE, TURN RIGHT, N,
 MV0298'AND DRIVE ACROSS COUNTRY TOWARD THE STATION PEAK, 0.6 MILE, TO
 MV0298'THE END OF TRUCK TRAVEL, AT THE S BASE OF THE MOUNTAIN.  PACK
 MV0298'N UP THE STEEP SLOPE TO THE TOP AND STATION.  (45-MINUTE
 MV0298'PACK).
 MV0298
 MV0298                          STATION RECOVERY (1958)
 MV0298
 MV0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 MV0298'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MV0298'FOUND IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 MV0298'
 MV0298'THE STATION IS LOCATED AIRLINE, ABOUT 31 MILES WEST-NORTHWEST
 MV0298'OF WINNEMUCCA AND ABOUT 8-1/2 MILES NORTH-NORTHEAST OF JUNGO,
 MV0298'ON THE HIGHEST POINT OF THE DONNA SCHEE MOUNTAIN RANGE.
 MV0298'
 MV0298'THE STATION IS A STANDARD DISK STAMPED JUNGO 1940 SET IN A
 MV0298'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 3 INCHES
 MV0298'ABOVE THE GROUND.
 MV0298'
 MV0298'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED JUNGO NO
 MV0298'1 1940 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 MV0298'ABOUT 1 FOOT ABOVE THE GROUND AND IS ABOUT 5 FEET LOWER THAN
 MV0298'THE STATION.
 MV0298'
 MV0298'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED JUNGO
 MV0298'NO 2 1940 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 MV0298'ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT 4 FEET LOWER THAN
 MV0298'THE STATION.
 MV0298'
 MV0298'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JUNGO 1940 SET
 MV0298'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 MV0298'FEET ABOVE THE GROUND.  IT IS ABOUT 25 FEET HIGHER THAN THE LAKE
 MV0298'BED AND IS 240 FEET NORTHWEST OF THE CENTER LINE OF A FORK IN
 MV0298'THE ROAD.  IT IS NEAR THE EAST END OF THE RIDGE WHICH TAPERS
 MV0298'DOWN FROM THE STATION IN AN EASTERLY DIRECTION.  THERE IS A
 MV0298'HIGH ROCKY POINT JUST NORTHEAST OF THE AZIMUTH MARK.
 MV0298'
 MV0298'TO REACH THE STATION FROM THE POST OFFICE IN JUNGO, WHICH IS
 MV0298'34 MILES WEST-SOUTHWEST OF WINNEMUCCA ON STATE ROUTE 49, GO
 MV0298'NORTH ON A GRAVELED ROAD FOR 1.5 MILES TO A FORK AT A GRAVEL
 MV0298'PIT.  TAKE THE RIGHT FORK WHICH IS QUITE FAINT, NORTHEAST
 MV0298'ACROSS THE LAKE BED FOR 7.3 MILES TO A REVERSE Y-FORK AND THE
 MV0298'AZIMUTH MARK.  CONTINUE STRAIGHT AHEAD, NORTHEASTERLY ON THE
 MV0298'TRACK ROAD FOR 0.55 MILE TO A FORK.  TAKE THE LEFT FORK AND
 MV0298'FOLLOW THE FAINT TRACK ROAD WHICH LATER FADES OUT, WESTERLY
 MV0298'UP A SMALL RAVINE FOR 1.8 MILES TO A FINGER RIDGE WHICH LEADS
 MV0298'DOWN FROM THE STATION.  DRIVE UP THE RIDGE AND FOLLOWING
 MV0298'RIDGES SOUTHERLY FOR 1.0 MILE TO THE HIGHEST POINT OF THE
 MV0298'MOUNTAIN AND THE STATION.  A FOUR-WHEEL DRIVE VEHICLE IS
 MV0298'NEEDED TO REACH THE STATION.
 MV0298
 MV0298                          STATION RECOVERY (1965)
 MV0298
 MV0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MV0298'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41118-2 STATION 1003.
 MV0298'STATION MARK--STANDARD DISC STAMPED---JUNGO 1940---SET IN A DRILL HOLE
 MV0298'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 MV0298'REFERENCE MARK NO. 1--DISC 27.496 FT FROM STATION MARK IN DIRECTI 355
 MV0298'DEGREE 39 MINUTE. REFERENCE MARK NO. 2--DISC 45.925 FT. FROM STATION
 MV0298'MARK IN DIRECTI 68 DEGREE 43 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0564 ***********************************************************************
 LS0564  DESIGNATION -  JUNGO RAILROAD WATER TANK
 LS0564  PID         -  LS0564
 LS0564  STATE/COUNTY-  NV/HUMBOLDT
 LS0564  USGS QUAD   -  JUNGO (1971)
 LS0564
 LS0564                         *CURRENT SURVEY CONTROL
 LS0564  ___________________________________________________________________
 LS0564* NAD 83(1994)-  40 54 58.22049(N)    118 22 48.89633(W)     ADJUSTED  
 LS0564* NAVD 88     -                                                        
 LS0564  ___________________________________________________________________
 LS0564  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 LS0564  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 LS0564
 LS0564  HORZ ORDER  -  THIRD
 LS0564
 LS0564.The horizontal coordinates were established by classical geodetic methods
 LS0564.and adjusted by the National Geodetic Survey in June 1998..
 LS0564
 LS0564
 LS0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0564
 LS0564.The geoid height was determined by GEOID03.
 LS0564
 LS0564;                    North         East     Units Scale Factor Converg.
 LS0564;SPC NV W     - 4,684,357.058   817,106.464   MT  0.99990360   +0 07 58.8
 LS0564;SPC NV W     -15,368,594.78  2,680,790.12   sFT  0.99990360   +0 07 58.8
 LS0564;UTM  11      - 4,530,368.484   383,770.381   MT  0.99976627   -0 54 14.8
 LS0564
 LS0564                          SUPERSEDED SURVEY CONTROL
 LS0564
 LS0564  NAD 83(1986)-  40 54 58.22803(N)    118 22 48.89108(W) AD(       ) 4
 LS0564  NAD 27      -  40 54 58.58000(N)    118 22 45.34200(W) AD(       ) 3
 LS0564
 LS0564.Superseded values are not recommended for survey control.
 LS0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0564.See file dsdata.txt to determine how the superseded data were derived.
 LS0564
 LS0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF8377030368(NAD 83)
 LS0564_MARKER: 53 = ELEVATED TANK
 LS0564
 LS0564  HISTORY     - Date     Condition        Report By
 LS0564  HISTORY     - 1940     FIRST OBSERVED   CGS
 LS0564  HISTORY     - 1958     GOOD             CGS
 LS0564
 LS0564                          STATION DESCRIPTION
 LS0564
 LS0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ILC)
 LS0564'THE TANK IS LOCATED AT THE VILLAGE OF JUNGO, A SMALL RAILROAD
 LS0564'SETTLEMENT ABOUT 36 MILES BY ROAD ALONG STATE HIGHWAY 49 WEST
 LS0564'SOUTHWEST OF WINNEMUCCA.
 LS0564'
 LS0564'THE TANK IS PAINTED BLACK, SITS ON FOUR WOODEN LEGS, HAS A
 LS0564'CONICAL TOP AND IS ABOUT 50 FEET IN HEIGHT.
 LS0564'
 LS0564'THE CENTER OF THE CONICAL TOP WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0748 ***********************************************************************
 MT0748  DESIGNATION -  JUNIPER
 MT0748  PID         -  MT0748
 MT0748  STATE/COUNTY-  NV/ELKO
 MT0748  USGS QUAD   -  WINE CUP RANCH SW (1968)
 MT0748
 MT0748                         *CURRENT SURVEY CONTROL
 MT0748  ___________________________________________________________________
 MT0748* NAD 83(1994)-  41 16 48.68798(N)    114 42 54.54535(W)     ADJUSTED  
 MT0748* NAVD 88     -      2403.4    (meters)    7885.     (feet)  VERTCON   
 MT0748  ___________________________________________________________________
 MT0748  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 MT0748  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 MT0748
 MT0748  HORZ ORDER  -  FIRST
 MT0748
 MT0748.The horizontal coordinates were established by classical geodetic methods
 MT0748.and adjusted by the National Geodetic Survey in June 1998..
 MT0748
 MT0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0748
 MT0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0748
 MT0748.The geoid height was determined by GEOID03.
 MT0748
 MT0748;                    North         East     Units Scale Factor Converg.
 MT0748;SPC NV E     - 8,725,123.092   272,727.529   MT  0.99996507   +0 34 22.1
 MT0748;SPC NV E     -28,625,674.68    894,773.57   sFT  0.99996507   +0 34 22.1
 MT0748;UTM  11      - 4,572,379.545   691,349.865   MT  1.00005064   +1 30 28.3
 MT0748
 MT0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0748!SPC NV E     -   0.99962575  x   0.99996507  =   0.99959083
 MT0748!UTM  11      -   0.99962575  x   1.00005064  =   0.99967637
 MT0748
 MT0748|---------------------------------------------------------------------|
 MT0748| PID    Reference Object                     Distance      Geod. Az  |
 MT0748|                                                           dddmmss.s |
 MT0748| DD6100 JUNIPER RM 1                          5.379 METERS 00748     |
 MT0748| DD6101 JUNIPER RM 2                          6.360 METERS 22106     |
 MT0748| DD6099 JUNIPER AZ MK                                      3060348.0 |
 MT0748|---------------------------------------------------------------------|
 MT0748
 MT0748                          SUPERSEDED SURVEY CONTROL
 MT0748
 MT0748  NAD 83(1994)-  41 16 48.68705(N)    114 42 54.54447(W) AD(       ) 1
 MT0748  NAD 83(1986)-  41 16 48.68414(N)    114 42 54.53996(W) AD(       ) 1
 MT0748  NAD 27      -  41 16 48.96774(N)    114 42 51.40690(W) AD(       ) 1
 MT0748  NGVD 29 (07/19/86) 2402.2    (m)         7881.     (f) VERT ANG       
 MT0748
 MT0748.Superseded values are not recommended for survey control.
 MT0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0748.See file dsdata.txt to determine how the superseded data were derived.
 MT0748
 MT0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF9135072380(NAD 83)
 MT0748_MARKER: Z = SEE DESCRIPTION
 MT0748_SETTING: 0 = UNSPECIFIED SETTING
 MT0748
 MT0748  HISTORY     - Date     Condition        Report By
 MT0748  HISTORY     - 1940     MONUMENTED       CGS
 MT0748  HISTORY     - 1967     SEE DESCRIPTION  USGS
 MT0748
 MT0748                          STATION DESCRIPTION
 MT0748
 MT0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0748'STATION IS LOCATED ABOUT 18 MILES NE OF WELLS, AND ABOUT 6 MILES
 MT0748'E OF U.S. HIGHWAY 93 ON THE HIGHEST POINT OF A JUNIPER-COVERED
 MT0748'RIDGE, THE HIGHEST POINT IN THE VICINITY, AND THE ONLY TIMBERED
 MT0748'RIDGE.
 MT0748'
 MT0748'STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARK ARE STANDARD
 MT0748'BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 MT0748'
 MT0748'REFERENCE MARK NO. 2 IS A STANDARD BRINZE DISK SET IN CONCRETE
 MT0748'IN A DEPRESSION IN OUTCROPPING BEDROCK.
 MT0748'
 MT0748'STATION AND REFERENCE MARKS ARE ON HIGHEST POINT OF THE RIDGE IN
 MT0748'BARE LEDGE ROCK.
 MT0748'
 MT0748'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 93, WHICH IS
 MT0748'0.8 MILE E OF WELLS.  GO N ON U.S. HIGHWAY 93 FOR 13.7 MILES TO
 MT0748'AN OLD GRAVEL PIT ON THE RIGHT OF THE ROAD AND A TRACK ROAD
 MT0748'LEADING E JUST BEYOND.  TAKE TRACK ROAD, EASTERLY, KEEPING THE
 MT0748'MAIN RIGHT-HAND ROAD 1.4 MILES TO AN OLD CROSS ROAD.  CONTINUE
 MT0748'STRAIGHT AHEAD 0.6 MILE TO MOUTH OF CANYON.  CONTINUE ON MAIN
 MT0748'TRACK UP CANYON, PASSING SEVERAL EARTHEN DAMS ENROUTE, FOR 3.2 MILES
 MT0748'TO A SMALL FLAT AND OLD SALT GROUND, WHICH IS JUST BEYOND A
 MT0748'DAM AND WATER TROUGHS.  LEAVE ROAD AND ANGLE LEFT UP
 MT0748'SAGE-COVERED RIDGE TO TOP OF RIDGE, THENCE RIGHT ALONG RIDGE TO
 MT0748'EDGE OF TIMBER AND AN OLD MINE DUMP, ABOUT 0.7 MILE FROM THE
 MT0748'ROAD.  END OF TRUCK TRAVEL AT MINE.  (AZIMUTH MARK IS STRAIGHT
 MT0748'AHEAD, E, ABOUT 0.2 MILE, IN A PROMINENT ROCK KNOB WHICH IS
 MT0748'VISIBLE FROM MINE.) PACK E TO TOP OF RIDGE, THENCE RIGHT TO
 MT0748'HIGHEST POINT AND STATION.  (ABOUT 1/2-HOUR PACK.)
 MT0748'
 MT0748'A 4-FOOT STAND WAS USED.
 MT0748
 MT0748                          STATION RECOVERY (1967)
 MT0748
 MT0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JAB)
 MT0748'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0669 ***********************************************************************
 LS0669  DESIGNATION -  JUNIPER
 LS0669  PID         -  LS0669
 LS0669  STATE/COUNTY-  NV/PERSHING
 LS0669  USGS QUAD   -  BOB SPRING (1981)
 LS0669
 LS0669                         *CURRENT SURVEY CONTROL
 LS0669  ___________________________________________________________________
 LS0669* NAD 83(1994)-  40 14 04.08701(N)    119 04 26.92122(W)     ADJUSTED  
 LS0669* NAVD 88     -      2278.5    (meters)    7475.     (feet)  VERTCON   
 LS0669  ___________________________________________________________________
 LS0669  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 LS0669  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 LS0669
 LS0669  HORZ ORDER  -  THIRD
 LS0669
 LS0669.The horizontal coordinates were established by classical geodetic methods
 LS0669.and adjusted by the National Geodetic Survey in June 1998..
 LS0669
 LS0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0669
 LS0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0669
 LS0669.The geoid height was determined by GEOID03.
 LS0669
 LS0669;                    North         East     Units Scale Factor Converg.
 LS0669;SPC NV W     - 4,608,760.040   758,235.512   MT  0.99992146   -0 19 01.3
 LS0669;SPC NV W     -15,120,573.56  2,487,644.34   sFT  0.99992146   -0 19 01.3
 LS0669;UTM  11      - 4,455,844.867   323,552.204   MT  0.99998327   -1 20 24.3
 LS0669
 LS0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0669!SPC NV W     -   0.99964630  x   0.99992146  =   0.99956779
 LS0669!UTM  11      -   0.99964630  x   0.99998327  =   0.99962957
 LS0669
 LS0669|---------------------------------------------------------------------|
 LS0669| PID    Reference Object                     Distance      Geod. Az  |
 LS0669|                                                           dddmmss.s |
 LS0669| CS7114 JUNIPER RM 1                         15.639 METERS 13542     |
 LS0669| CS7115 JUNIPER RM 2                         22.247 METERS 20532     |
 LS0669|---------------------------------------------------------------------|
 LS0669
 LS0669                          SUPERSEDED SURVEY CONTROL
 LS0669
 LS0669  NAD 83(1992)-  40 14 04.09568(N)    119 04 26.91847(W) AD(       ) 3
 LS0669  NAD 83(1986)-  40 14 04.09441(N)    119 04 26.91846(W) AD(       ) 3
 LS0669  NGVD 29 (10/14/92) 2277.4    (m)         7472.     (f) VERT ANG       
 LS0669
 LS0669.Superseded values are not recommended for survey control.
 LS0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0669.See file dsdata.txt to determine how the superseded data were derived.
 LS0669
 LS0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE2355255845(NAD 83)
 LS0669_MARKER: DS = TRIANGULATION STATION DISK
 LS0669_SETTING: 80 = SET IN A BOULDER
 LS0669_SP_SET: PARTIALLY EXPOSED BOULDER
 LS0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0669+STABILITY: SURFACE MOTION
 LS0669
 LS0669  HISTORY     - Date     Condition        Report By
 LS0669  HISTORY     - 1963     MONUMENTED       USGS
 LS0669  HISTORY     - 1975     GOOD             USGS
 LS0669
 LS0669                          STATION DESCRIPTION
 LS0669
 LS0669'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LS0669'LOCATED ABOUT 32 MI SE. OF GERLACH AND ABOUT NE. OF NIXON.  ON
 LS0669'HIGHEST PEAK OF MOUNTAINS KNOWN AS SHAWAVE RANGE.
 LS0669'
 LS0669'SEE 1975 RECOVERY FOR TO REACH.
 LS0669'
 LS0669'STATION MARK--STANDARD TABLET STAMPED---JUNIPER 1963---, IN BURIED
 LS0669'BOULDER PROJECTING ABOUT 0.1 FT.
 LS0669'
 LS0669'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, CEMENTED IN DRILL
 LS0669'HOLE IN BOULDER.
 LS0669'
 LS0669'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, IN BEDROCK.
 LS0669
 LS0669                          STATION RECOVERY (1975)
 LS0669
 LS0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LS0669'RECOVERED AS DESCRIBED BY USGS IN 1963.  ALL MARKS IN GOOD
 LS0669'CONDITION.
 LS0669'
 LS0669'TO REACH FROM GERLACH POST OFFICE, DRIVE 15.5 MI S. ON STATE HWY.
 LS0669'34 TO RD. FORK.  DRIVE E. ON DIRT RD. BEARING RIGHT AT ALL RD.
 LS0669'FORKS 6.3 MI TO RD. JCT. IN SADDLE.  TAKE SOUTH FORK 3.6 MI TO RD.
 LS0669'FORKS.  TAKE LEFT FORK 15 MI SE. TO RD. FORK.  TAKE RIGHT FORK 0.3
 LS0669'MI TO POINT WHERE RD. TURNS W.  TURN LEFT FOLLOWING TRACK RD. 0.1
 LS0669'MI TO DIM X-RDS., CONTINUE STRAIGHT ON TRACK RD. S. AND E. UPHILL
 LS0669'1.85 MI TO END OF RD. IN SMALL SADDLE.  PACK NE. TO HIGHEST POINT
 LS0669'OF TOP AND STATION.  ABOUT A 30-MINUTE PACK.  (4-WHEEL DRIVE
 LS0669'SHOULD BE USED FROM POINT WHERE RD. TURNS W.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0468 ***********************************************************************
 KP0468  DESIGNATION -  JUNIPER
 KP0468  PID         -  KP0468
 KP0468  STATE/COUNTY-  NV/WHITE PINE
 KP0468  USGS QUAD   -  PRESTON RESERVOIR (1990)
 KP0468
 KP0468                         *CURRENT SURVEY CONTROL
 KP0468  ___________________________________________________________________
 KP0468* NAD 83(1994)-  39 04 55.54913(N)    115 03 43.67607(W)     ADJUSTED  
 KP0468* NAVD 88     -      1962.3    (meters)    6438.     (feet)  VERTCON   
 KP0468  ___________________________________________________________________
 KP0468  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 KP0468  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 KP0468
 KP0468  HORZ ORDER  -  THIRD
 KP0468
 KP0468.The horizontal coordinates were established by classical geodetic methods
 KP0468.and adjusted by the National Geodetic Survey in June 1998..
 KP0468
 KP0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0468
 KP0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0468
 KP0468.The geoid height was determined by GEOID03.
 KP0468
 KP0468;                    North         East     Units Scale Factor Converg.
 KP0468;SPC NV E     - 8,480,840.982   245,093.174   MT  0.99992503   +0 19 42.9
 KP0468;SPC NV E     -27,824,225.79    804,109.86   sFT  0.99992503   +0 19 42.9
 KP0468;UTM  11      - 4,327,674.422   667,615.908   MT  0.99994595   +1 13 19.1
 KP0468
 KP0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0468!SPC NV E     -   0.99969551  x   0.99992503  =   0.99962057
 KP0468!UTM  11      -   0.99969551  x   0.99994595  =   0.99964148
 KP0468
 KP0468                          SUPERSEDED SURVEY CONTROL
 KP0468
 KP0468  NAD 83(1994)-  39 04 55.54901(N)    115 03 43.67686(W) AD(       ) 3
 KP0468  NAD 83(1986)-  39 04 55.55021(N)    115 03 43.67777(W) AD(       ) 3
 KP0468  NGVD 29 (01/04/94) 1961.1    (m)         6434.     (f) VERT ANG       
 KP0468
 KP0468.Superseded values are not recommended for survey control.
 KP0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0468.See file dsdata.txt to determine how the superseded data were derived.
 KP0468
 KP0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD6761627674(NAD 83)
 KP0468_MARKER: DS = TRIANGULATION STATION DISK
 KP0468_SETTING: 66 = SET IN ROCK OUTCROP
 KP0468_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KP0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0468+STABILITY: POSITION/ELEVATION WELL
 KP0468
 KP0468  HISTORY     - Date     Condition        Report By
 KP0468  HISTORY     - 1973     MONUMENTED       USGS
 KP0468
 KP0468                          STATION DESCRIPTION
 KP0468
 KP0468'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 KP0468'LOCATED ABOUT 16 MI SW. OF ELY, 10 MI N. OF PRESTON.  ON LOW
 KP0468'WOODED HILL.
 KP0468'
 KP0468'TO REACH FROM INTERSECTION OF STATE HWYS. 6 AND 38, DRIVE 6.6 MI
 KP0468'NE. TO DIRT SIDE RD. RIGHT.  TURN RIGHT 0.3 MI NE. AND E. TO
 KP0468'CORRAL.  CONTINUE AROUND CORRAL S. AND E. ON SAME RD. 0.6 MI TO
 KP0468'TOP OF SADDLE AND X-RD.  TURN LEFT 0.1 MI E. TO TOP OF SMALL
 KP0468'RIDGE AND STATION.
 KP0468'
 KP0468'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---JUNIPER 1973---,
 KP0468'IN DRILL HOLE IN ROCK OUTCROP OF BOULDER SET 2-1/2 FT DEEP.
 KP0468'
 KP0468'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8046 ***********************************************************************
 AH8046  DESIGNATION -  JUNIPER
 AH8046  PID         -  AH8046
 AH8046  STATE/COUNTY-  NV/ELKO
 AH8046  USGS QUAD   -  SADLER BASIN (1985)
 AH8046
 AH8046                         *CURRENT SURVEY CONTROL
 AH8046  ___________________________________________________________________
 AH8046* NAD 83(1994)-  40 09 50.96084(N)    115 47 43.76600(W)     ADJUSTED  
 AH8046* NAVD 88     -      2023.2    (meters)    6638.     (feet)  VERTCON   
 AH8046  ___________________________________________________________________
 AH8046  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH8046  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 AH8046
 AH8046  HORZ ORDER  -  THIRD
 AH8046
 AH8046.The horizontal coordinates were established by classical geodetic methods
 AH8046.and adjusted by the National Geodetic Survey in February 1999..
 AH8046
 AH8046.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8046
 AH8046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8046
 AH8046.The geoid height was determined by GEOID03.
 AH8046
 AH8046;                    North         East     Units Scale Factor Converg.
 AH8046;SPC NV E     - 8,600,859.428   181,928.334   MT  0.99990402   -0 08 12.6
 AH8046;SPC NV E     -28,217,986.31    596,876.54   sFT  0.99990402   -0 08 12.6
 AH8046;UTM  11      - 4,446,672.612   602,571.222   MT  0.99972951   +0 46 37.0
 AH8046
 AH8046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8046!SPC NV E     -   0.99968580  x   0.99990402  =   0.99958985
 AH8046!UTM  11      -   0.99968580  x   0.99972951  =   0.99941539
 AH8046
 AH8046|---------------------------------------------------------------------|
 AH8046| PID    Reference Object                     Distance      Geod. Az  |
 AH8046|                                                           dddmmss.s |
 AH8046| CS7114 JUNIPER RM 1                          4.401 METERS 22236     |
 AH8046| AH8112 JUNIPER RM 2                          5.624 METERS 32348     |
 AH8046|---------------------------------------------------------------------|
 AH8046
 AH8046                          SUPERSEDED SURVEY CONTROL
 AH8046
 AH8046  NGVD 29 (02/26/99) 2022.0    (m)         6634.     (f) VERT ANG       
 AH8046
 AH8046.Superseded values are not recommended for survey control.
 AH8046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8046.See file dsdata.txt to determine how the superseded data were derived.
 AH8046
 AH8046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE0257146673(NAD 83)
 AH8046_MARKER: DS = TRIANGULATION STATION DISK
 AH8046_SETTING: 80 = SET IN A BOULDER
 AH8046_PROJECTION: FLUSH
 AH8046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8046+STABILITY: SURFACE MOTION
 AH8046
 AH8046  HISTORY     - Date     Condition        Report By
 AH8046  HISTORY     - 1933     MONUMENTED       USGS
 AH8046
 AH8046                          STATION DESCRIPTION
 AH8046
 AH8046'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 AH8046'LOCATED ABOUT 19 MI SSW. OF JIGGS. ON CENTER ONE OF THREE KNOLLS OF
 AH8046'NEARLY EQUAL HEIGHT LYING BETWEEN HUNTINGTON CREEK AND SADLER BASIN,
 AH8046'DETACHED FROM DIAMOND RANGE.
 AH8046'TO REACH FROM JIGGS, TAKE EUREKA RD. 17.2 MI S. TO SADLERS RANCH.
 AH8046'CROSS HUNTINGTON CREEK THROUGH FIELD. GO 4.4 MI S. ON DIM RD. UP
 AH8046'HUNTINGTON CREEK. GO NW. UP RIDGE THROUGH SAGEBRUST TO STATION.
 AH8046'STATION MARK--STANDARD TABLET STAMPED---JUNIPER 1933---, CEMENTED IN
 AH8046'BOULDER FLUSH WITH GROUND.
 AH8046'RM 1--STANDARD RM TABLET STAMPED---JUNIPER NO 1 1933---, CEMENTED IN
 AH8046'BOULDER PROJECTING 3 INCHES ABOVE GROUND.
 AH8046'RM 2--CHISELED CROSS IN BOULDER PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0157 ***********************************************************************
 FS0157  DESIGNATION -  K
 FS0157  PID         -  FS0157
 FS0157  STATE/COUNTY-  NV/CLARK
 FS0157  USGS QUAD   -  SLOAN (1989)
 FS0157
 FS0157                         *CURRENT SURVEY CONTROL
 FS0157  ___________________________________________________________________
 FS0157* NAD 83(1986)-  35 59 16.     (N)    115 14 17.     (W)     SCALED    
 FS0157* NAVD 88     -       785.554  (meters)    2577.27   (feet)  POSTED    
 FS0157  ___________________________________________________________________
 FS0157  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FS0157  DYNAMIC HT  -         784.730 (meters)    2574.57  (feet)  COMP
 FS0157  MODELED GRAV-     979,557.4   (mgal)                       NAVD 88
 FS0157
 FS0157  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FS0157
 FS0157.The horizontal coordinates were scaled from a topographic map and have
 FS0157.an estimated accuracy of +/- 6 seconds.
 FS0157
 FS0157.The orthometric height was determined by differential leveling
 FS0157.and adjusted by the National Geodetic Survey in 1992..
 FS0157.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FS0157.rate of 3.1 thru 4.0 mm/km.
 FS0157
 FS0157.The geoid height was determined by GEOID03.
 FS0157
 FS0157.The dynamic height is computed by dividing the NAVD 88
 FS0157.geopotential number by the normal gravity value computed on the
 FS0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0157.degrees latitude (g = 980.6199 gals.).
 FS0157
 FS0157.The modeled gravity was interpolated from observed gravity values.
 FS0157
 FS0157;                    North         East    Units  Estimated Accuracy
 FS0157;SPC NV E     - 8,137,370.      231,130.      MT  (+/- 180 meters Scaled)
 FS0157
 FS0157                          SUPERSEDED SURVEY CONTROL
 FS0157
 FS0157  NGVD 29 (??/??/92)  784.812  (m)         2574.84   (f) ADJ UNCH    1 2
 FS0157
 FS0157.Superseded values are not recommended for survey control.
 FS0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0157.See file dsdata.txt to determine how the superseded data were derived.
 FS0157
 FS0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV588840(NAD 83)
 FS0157_MARKER: Q = CHISELED SQUARE
 FS0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0157+STABILITY: SURFACE MOTION
 FS0157
 FS0157  HISTORY     - Date     Condition        Report By
 FS0157  HISTORY     - UNK      MONUMENTED       NGS
 FS0157  HISTORY     - 1963     GOOD             NGS
 FS0157  HISTORY     - 1969     GOOD             NGS
 FS0157  HISTORY     - 1980     MARK NOT FOUND   NGS
 FS0157
 FS0157                          STATION DESCRIPTION
 FS0157
 FS0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FS0157'13.6 MI S FROM LAS VEGAS.
 FS0157'13.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 FS0157'STATION AT LAS VEGAS, 17.5 FEET NORTH OF THE 9TH POLE NORTHWEST
 FS0157'OF MILEPOLE 320, 6 1/2 RAILS SOUTHEAST OF CONCRETE BRIDGE 320.37,
 FS0157'58.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.2 FEET SOUTHWEST OF
 FS0157'A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND CHISELED
 FS0157'IN THE TOP OF A 6 BY 6-INCH SANDSTONE POST PROJECTING 0.5 FOOT
 FS0157'ABOVE THE GROUND.
 FS0157
 FS0157                          STATION RECOVERY (1969)
 FS0157
 FS0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0157'RECOVERED IN GOOD CONDITION.
 FS0157
 FS0157                          STATION RECOVERY (1980)
 FS0157
 FS0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 FS0157'THE WITNESS POST WAS FOUND AND A HOLE IN THE GROUND WHERE THE STONE
 FS0157'POST SHOULD HAVE BEEN.  THE MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0729 ***********************************************************************
 GR0729  DESIGNATION -  K 1
 GR0729  PID         -  GR0729
 GR0729  STATE/COUNTY-  NV/CLARK
 GR0729  USGS QUAD   -  MOAPA EAST (1983)
 GR0729
 GR0729                         *CURRENT SURVEY CONTROL
 GR0729  ___________________________________________________________________
 GR0729* NAD 83(1986)-  36 40 18.     (N)    114 37 17.     (W)     SCALED    
 GR0729* NAVD 88     -       511.606  (meters)    1678.49   (feet)  ADJUSTED  
 GR0729  ___________________________________________________________________
 GR0729  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 GR0729  DYNAMIC HT  -         511.119 (meters)    1676.90  (feet)  COMP
 GR0729  MODELED GRAV-     979,664.6   (mgal)                       NAVD 88
 GR0729
 GR0729  VERT ORDER  -  FIRST     CLASS I
 GR0729
 GR0729.The horizontal coordinates were scaled from a topographic map and have
 GR0729.an estimated accuracy of +/- 6 seconds.
 GR0729
 GR0729.The orthometric height was determined by differential leveling
 GR0729.and adjusted by the National Geodetic Survey in June 1991..
 GR0729.WARNING-Repeat measurements at this control monument indicate possible
 GR0729.vertical movement.
 GR0729
 GR0729.The geoid height was determined by GEOID03.
 GR0729
 GR0729.The dynamic height is computed by dividing the NAVD 88
 GR0729.geopotential number by the normal gravity value computed on the
 GR0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0729.degrees latitude (g = 980.6199 gals.).
 GR0729
 GR0729.The modeled gravity was interpolated from observed gravity values.
 GR0729
 GR0729;                    North         East    Units  Estimated Accuracy
 GR0729;SPC NV E     - 8,213,630.      285,980.      MT  (+/- 180 meters Scaled)
 GR0729
 GR0729                          SUPERSEDED SURVEY CONTROL
 GR0729
 GR0729  NGVD 29 (??/??/92)  510.945  (m)         1676.33   (f) ADJ UNCH    1 1
 GR0729
 GR0729.Superseded values are not recommended for survey control.
 GR0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0729.See file dsdata.txt to determine how the superseded data were derived.
 GR0729
 GR0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA125610(NAD 83)
 GR0729_MARKER: P = PIPE CAP
 GR0729_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0729_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0729_STAMPING: K 1
 GR0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0729
 GR0729  HISTORY     - Date     Condition        Report By
 GR0729  HISTORY     - UNK      MONUMENTED       CGS
 GR0729  HISTORY     - 1949     GOOD             NGS
 GR0729  HISTORY     - 1963     GOOD             NGS
 GR0729
 GR0729                          STATION DESCRIPTION
 GR0729
 GR0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0729'IN MOAPA.
 GR0729'AT MOAPA, IN FRONT OF THE T. W. SLOAN AND COMPANY STORE, 8 FEET
 GR0729'SOUTHEAST OF THE WEST CORNER OF THE CONCRETE PORCH FLOOR, 0.5 FOOT
 GR0729'SOUTH OF THE SOUTH EDGE OF THE PORCH FLOOR, 5 FEET NORTHWEST OF A
 GR0729'GASOLINE PUMP, ABOUT 6 FEET HIGHER THAN THE TRACK, AND SCREWED ON THE
 GR0729'TOP OF A 2 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
 GR0729
 GR0729                          STATION RECOVERY (1963)
 GR0729
 GR0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0442 ***********************************************************************
 LR0442  DESIGNATION -  K 101
 LR0442  PID         -  LR0442
 LR0442  STATE/COUNTY-  NV/PERSHING
 LR0442  USGS QUAD   -  MT TOBIN (1990)
 LR0442
 LR0442                         *CURRENT SURVEY CONTROL
 LR0442  ___________________________________________________________________
 LR0442* NAD 83(1986)-  40 27 59.     (N)    117 35 56.     (W)     SCALED    
 LR0442* NAVD 88     -      1468.923  (meters)    4819.29   (feet)  ADJUSTED  
 LR0442  ___________________________________________________________________
 LR0442  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 LR0442  DYNAMIC HT  -        1467.702 (meters)    4815.29  (feet)  COMP
 LR0442  MODELED GRAV-     979,742.5   (mgal)                       NAVD 88
 LR0442
 LR0442  VERT ORDER  -  SECOND    CLASS 0
 LR0442
 LR0442.The horizontal coordinates were scaled from a topographic map and have
 LR0442.an estimated accuracy of +/- 6 seconds.
 LR0442
 LR0442.The orthometric height was determined by differential leveling
 LR0442.and adjusted by the National Geodetic Survey in June 1991..
 LR0442
 LR0442.The geoid height was determined by GEOID03.
 LR0442
 LR0442.The dynamic height is computed by dividing the NAVD 88
 LR0442.geopotential number by the normal gravity value computed on the
 LR0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0442.degrees latitude (g = 980.6199 gals.).
 LR0442
 LR0442.The modeled gravity was interpolated from observed gravity values.
 LR0442
 LR0442;                    North         East    Units  Estimated Accuracy
 LR0442;SPC NV W     - 4,634,860.      883,480.      MT  (+/- 180 meters Scaled)
 LR0442
 LR0442                          SUPERSEDED SURVEY CONTROL
 LR0442
 LR0442  NGVD 29 (??/??/92) 1467.832  (m)         4815.71   (f) ADJ UNCH    2 0
 LR0442
 LR0442.Superseded values are not recommended for survey control.
 LR0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0442.See file dsdata.txt to determine how the superseded data were derived.
 LR0442
 LR0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME492796(NAD 83)
 LR0442_MARKER: DB = BENCH MARK DISK
 LR0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0442_STAMPING: K 101 1958
 LR0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0442+STABILITY: SURFACE MOTION
 LR0442
 LR0442  HISTORY     - Date     Condition        Report By
 LR0442  HISTORY     - 1958     MONUMENTED       CGS
 LR0442
 LR0442                          STATION DESCRIPTION
 LR0442
 LR0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0442'9.9 MI SE FROM LEACH HOT SPRINGS.
 LR0442'9.9 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, 0.4
 LR0442'MILE SOUTH OF THE T JUNCTION OF A DIRT ROAD LEADING EAST TO A
 LR0442'WINDMILL, 28 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.4 FEET
 LR0442'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 LR0442'TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0466 ***********************************************************************
 LR0466  DESIGNATION -  K 102
 LR0466  PID         -  LR0466
 LR0466  STATE/COUNTY-  NV/PERSHING
 LR0466  USGS QUAD   -  SOU HILLS (1990)
 LR0466
 LR0466                         *CURRENT SURVEY CONTROL
 LR0466  ___________________________________________________________________
 LR0466* NAD 83(1986)-  40 09 30.     (N)    117 40 38.     (W)     SCALED    
 LR0466* NAVD 88     -      1231.108  (meters)    4039.06   (feet)  ADJUSTED  
 LR0466  ___________________________________________________________________
 LR0466  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 LR0466  DYNAMIC HT  -        1230.126 (meters)    4035.84  (feet)  COMP
 LR0466  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 LR0466
 LR0466  VERT ORDER  -  SECOND    CLASS 0
 LR0466
 LR0466.The horizontal coordinates were scaled from a topographic map and have
 LR0466.an estimated accuracy of +/- 6 seconds.
 LR0466
 LR0466.The orthometric height was determined by differential leveling
 LR0466.and adjusted by the National Geodetic Survey in June 1991..
 LR0466
 LR0466.The geoid height was determined by GEOID03.
 LR0466
 LR0466.The dynamic height is computed by dividing the NAVD 88
 LR0466.geopotential number by the normal gravity value computed on the
 LR0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0466.degrees latitude (g = 980.6199 gals.).
 LR0466
 LR0466.The modeled gravity was interpolated from observed gravity values.
 LR0466
 LR0466;                    North         East    Units  Estimated Accuracy
 LR0466;SPC NV W     - 4,600,590.      877,190.      MT  (+/- 180 meters Scaled)
 LR0466
 LR0466                          SUPERSEDED SURVEY CONTROL
 LR0466
 LR0466  NGVD 29 (??/??/92) 1230.128  (m)         4035.84   (f) ADJ UNCH    2 0
 LR0466
 LR0466.Superseded values are not recommended for survey control.
 LR0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0466.See file dsdata.txt to determine how the superseded data were derived.
 LR0466
 LR0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME423455(NAD 83)
 LR0466_MARKER: DB = BENCH MARK DISK
 LR0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0466_STAMPING: K 102 1958
 LR0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0466+STABILITY: SURFACE MOTION
 LR0466
 LR0466  HISTORY     - Date     Condition        Report By
 LR0466  HISTORY     - 1958     MONUMENTED       CGS
 LR0466
 LR0466                          STATION DESCRIPTION
 LR0466
 LR0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0466'4.8 MI S FROM PARIS RANCH.
 LR0466'2.25 MILES SOUTH ALONG A GRAVEL ROAD FROM PARIS RANCH, THENCE 2.55
 LR0466'MILES SOUTH ALONG A GRAVEL ROAD, ON THE SUMMIT OF A HILL, 36 FEET
 LR0466'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHEAST OF A
 LR0466'WITNESS POST, 3 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 LR0466'CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0474 ***********************************************************************
 LR0474  DESIGNATION -  K 103
 LR0474  PID         -  LR0474
 LR0474  STATE/COUNTY-  NV/PERSHING
 LR0474  USGS QUAD   -  SOU HOT SPRINGS (1990)
 LR0474
 LR0474                         *CURRENT SURVEY CONTROL
 LR0474  ___________________________________________________________________
 LR0474* NAD 83(1986)-  40 04 38.     (N)    117 42 31.     (W)     SCALED    
 LR0474* NAVD 88     -      1101.244  (meters)    3613.00   (feet)  ADJUSTED  
 LR0474  ___________________________________________________________________
 LR0474  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 LR0474  DYNAMIC HT  -        1100.361 (meters)    3610.10  (feet)  COMP
 LR0474  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 LR0474
 LR0474  VERT ORDER  -  SECOND    CLASS 0
 LR0474
 LR0474.The horizontal coordinates were scaled from a topographic map and have
 LR0474.an estimated accuracy of +/- 6 seconds.
 LR0474
 LR0474.The orthometric height was determined by differential leveling
 LR0474.and adjusted by the National Geodetic Survey in June 1991..
 LR0474
 LR0474.The geoid height was determined by GEOID03.
 LR0474
 LR0474.The dynamic height is computed by dividing the NAVD 88
 LR0474.geopotential number by the normal gravity value computed on the
 LR0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0474.degrees latitude (g = 980.6199 gals.).
 LR0474
 LR0474.The modeled gravity was interpolated from observed gravity values.
 LR0474
 LR0474;                    North         East    Units  Estimated Accuracy
 LR0474;SPC NV W     - 4,591,550.      874,610.      MT  (+/- 180 meters Scaled)
 LR0474
 LR0474                          SUPERSEDED SURVEY CONTROL
 LR0474
 LR0474  NGVD 29 (??/??/92) 1100.278  (m)         3609.83   (f) ADJ UNCH    2 0
 LR0474
 LR0474.Superseded values are not recommended for survey control.
 LR0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0474.See file dsdata.txt to determine how the superseded data were derived.
 LR0474
 LR0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME395365(NAD 83)
 LR0474_MARKER: DB = BENCH MARK DISK
 LR0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0474_STAMPING: K 103 1958
 LR0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0474+STABILITY: SURFACE MOTION
 LR0474
 LR0474  HISTORY     - Date     Condition        Report By
 LR0474  HISTORY     - 1958     MONUMENTED       CGS
 LR0474
 LR0474                          STATION DESCRIPTION
 LR0474
 LR0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0474'12.05 MI S FROM PARIS RANCH.
 LR0474'2.25 MILES SOUTH ALONG A GRAVEL ROAD FROM PARIS RANCH, THENCE 4.2
 LR0474'MILES SOUTH ALONG A GRAVEL ROAD, THENCE 5.6 MILES SOUTHWEST ALONG A
 LR0474'DIRT ROAD, 12.45 MILES NORTHEAST OF BOYER RANCH, 25 FEET SOUTHEAST OF
 LR0474'THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTHWEST OF A WITNESS POST,
 LR0474'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LR0474'PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0058 ***********************************************************************
 KR0058  DESIGNATION -  K 104
 KR0058  PID         -  KR0058
 KR0058  STATE/COUNTY-  NV/CHURCHILL
 KR0058  USGS QUAD   -  DIXIE HOT SPRINGS (1990)
 KR0058
 KR0058                         *CURRENT SURVEY CONTROL
 KR0058  ___________________________________________________________________
 KR0058* NAD 83(1986)-  39 48 35.     (N)    118 02 05.     (W)     SCALED    
 KR0058* NAVD 88     -      1050.505  (meters)    3446.53   (feet)  ADJUSTED  
 KR0058  ___________________________________________________________________
 KR0058  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 KR0058  DYNAMIC HT  -        1049.655 (meters)    3443.74  (feet)  COMP
 KR0058  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 KR0058
 KR0058  VERT ORDER  -  SECOND    CLASS 0
 KR0058
 KR0058.The horizontal coordinates were scaled from a topographic map and have
 KR0058.an estimated accuracy of +/- 6 seconds.
 KR0058
 KR0058.The orthometric height was determined by differential leveling
 KR0058.and adjusted by the National Geodetic Survey in June 1991..
 KR0058
 KR0058.The geoid height was determined by GEOID03.
 KR0058
 KR0058.The dynamic height is computed by dividing the NAVD 88
 KR0058.geopotential number by the normal gravity value computed on the
 KR0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0058.degrees latitude (g = 980.6199 gals.).
 KR0058
 KR0058.The modeled gravity was interpolated from observed gravity values.
 KR0058
 KR0058;                    North         East    Units  Estimated Accuracy
 KR0058;SPC NV W     - 4,561,630.      846,970.      MT  (+/- 180 meters Scaled)
 KR0058
 KR0058                          SUPERSEDED SURVEY CONTROL
 KR0058
 KR0058  NGVD 29 (??/??/92) 1049.567  (m)         3443.45   (f) ADJ UNCH    2 0
 KR0058
 KR0058.Superseded values are not recommended for survey control.
 KR0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0058.See file dsdata.txt to determine how the superseded data were derived.
 KR0058
 KR0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME114071(NAD 83)
 KR0058_MARKER: DB = BENCH MARK DISK
 KR0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0058_STAMPING: K 104 1958
 KR0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0058+STABILITY: SURFACE MOTION
 KR0058
 KR0058  HISTORY     - Date     Condition        Report By
 KR0058  HISTORY     - 1958     MONUMENTED       CGS
 KR0058
 KR0058                          STATION DESCRIPTION
 KR0058
 KR0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0058'13.15 MI N FROM DIXIE VALLEY.
 KR0058'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE DIXIE SCHOOL AT DIXIE
 KR0058'VALLEY, THENCE 11.65 MILES NORTH ALONG A DIRT ROAD, 0.1 MILE
 KR0058'WEST-SOUTHWEST OF A PROMINENT CURVE WEST-SOUTHWEST AND
 KR0058'NORTH-NORTHEAST, 35 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 KR0058'ROAD, 1.7 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 KR0058'SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE
 KR0058'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0222 ***********************************************************************
 LS0222  DESIGNATION -  K 105
 LS0222  PID         -  LS0222
 LS0222  STATE/COUNTY-  NV/PERSHING
 LS0222  USGS QUAD   -  CORNISH PEAK (1987)
 LS0222
 LS0222                         *CURRENT SURVEY CONTROL
 LS0222  ___________________________________________________________________
 LS0222* NAD 83(1986)-  40 06 01.     (N)    118 00 51.     (W)     SCALED    
 LS0222* NAVD 88     -      1242.503  (meters)    4076.45   (feet)  ADJUSTED  
 LS0222  ___________________________________________________________________
 LS0222  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 LS0222  DYNAMIC HT  -        1241.489 (meters)    4073.12  (feet)  COMP
 LS0222  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 LS0222
 LS0222  VERT ORDER  -  SECOND    CLASS 0
 LS0222
 LS0222.The horizontal coordinates were scaled from a topographic map and have
 LS0222.an estimated accuracy of +/- 6 seconds.
 LS0222
 LS0222.The orthometric height was determined by differential leveling
 LS0222.and adjusted by the National Geodetic Survey in June 1991..
 LS0222
 LS0222.The geoid height was determined by GEOID03.
 LS0222
 LS0222.The dynamic height is computed by dividing the NAVD 88
 LS0222.geopotential number by the normal gravity value computed on the
 LS0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0222.degrees latitude (g = 980.6199 gals.).
 LS0222
 LS0222.The modeled gravity was interpolated from observed gravity values.
 LS0222
 LS0222;                    North         East    Units  Estimated Accuracy
 LS0222;SPC NV W     - 4,593,900.      848,530.      MT  (+/- 180 meters Scaled)
 LS0222
 LS0222                          SUPERSEDED SURVEY CONTROL
 LS0222
 LS0222  NGVD 29 (??/??/92) 1241.517  (m)         4073.21   (f) ADJ UNCH    2 0
 LS0222
 LS0222.Superseded values are not recommended for survey control.
 LS0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0222.See file dsdata.txt to determine how the superseded data were derived.
 LS0222
 LS0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME135393(NAD 83)
 LS0222_MARKER: DB = BENCH MARK DISK
 LS0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0222_STAMPING: K 105 1958
 LS0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0222+STABILITY: SURFACE MOTION
 LS0222
 LS0222  HISTORY     - Date     Condition        Report By
 LS0222  HISTORY     - 1958     MONUMENTED       CGS
 LS0222
 LS0222                          STATION DESCRIPTION
 LS0222
 LS0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LS0222'24.75 MI SW FROM PARIS RANCH.
 LS0222'2.25 MILES SOUTH ALONG A DIRT ROAD FROM PARIS RANCH, THENCE 22.5 MILES
 LS0222'WEST AND SOUTHWEST ALONG A GRAVEL ROAD.  0.14 MILE EAST OF THE Y
 LS0222'JUNCTION OF A DIRT ROAD LEADING SOUTH TO A MINE, 46 FEET NORTH OF THE
 LS0222'CENTER LINE OF THE ROAD, 2 1/2 FEET EAST OF A WITNESS POST, ABOUT
 LS0222'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LS0222'1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0429 ***********************************************************************
 LR0429  DESIGNATION -  K 106
 LR0429  PID         -  LR0429
 LR0429  STATE/COUNTY-  NV/LANDER
 LR0429  USGS QUAD   -  ANTLER PEAK (1984)
 LR0429
 LR0429                         *CURRENT SURVEY CONTROL
 LR0429  ___________________________________________________________________
 LR0429* NAD 83(1994)-  40 30 22.89462(N)    117 07 56.20536(W)     ADJUSTED  
 LR0429* NAVD 88     -      1529.630  (meters)    5018.46   (feet)  ADJUSTED  
 LR0429  ___________________________________________________________________
 LR0429  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 LR0429  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 LR0429  DYNAMIC HT  -        1528.350 (meters)    5014.26  (feet)  COMP
 LR0429  MODELED GRAV-     979,734.4   (mgal)                       NAVD 88
 LR0429
 LR0429  HORZ ORDER  -  THIRD
 LR0429  VERT ORDER  -  SECOND    CLASS 0
 LR0429
 LR0429.The horizontal coordinates were established by classical geodetic methods
 LR0429.and adjusted by the National Geodetic Survey in June 1998..
 LR0429
 LR0429.The orthometric height was determined by differential leveling
 LR0429.and adjusted by the National Geodetic Survey in June 1991..
 LR0429
 LR0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0429
 LR0429.The geoid height was determined by GEOID03.
 LR0429
 LR0429.The dynamic height is computed by dividing the NAVD 88
 LR0429.geopotential number by the normal gravity value computed on the
 LR0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0429.degrees latitude (g = 980.6199 gals.).
 LR0429
 LR0429.The modeled gravity was interpolated from observed gravity values.
 LR0429
 LR0429;                    North         East     Units Scale Factor Converg.
 LR0429;SPC NV C     - 6,638,936.879   460,538.666   MT  0.99991916   -0 18 08.8
 LR0429;SPC NV C     -21,781,245.41  1,510,950.61   sFT  0.99991916   -0 18 08.8
 LR0429;UTM  11      - 4,483,969.052   488,792.525   MT  0.99960155   -0 05 09.3
 LR0429
 LR0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0429!SPC NV C     -   0.99976336  x   0.99991916  =   0.99968254
 LR0429!UTM  11      -   0.99976336  x   0.99960155  =   0.99936501
 LR0429
 LR0429                          SUPERSEDED SURVEY CONTROL
 LR0429
 LR0429  NAD 83(1986)-  40 30 22.89767(N)    117 07 56.19895(W) AD(       ) 3
 LR0429  NGVD 29 (??/??/92) 1528.535  (m)         5014.87   (f) ADJ UNCH    2 0
 LR0429
 LR0429.Superseded values are not recommended for survey control.
 LR0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0429.See file dsdata.txt to determine how the superseded data were derived.
 LR0429
 LR0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME8879383969(NAD 83)
 LR0429_MARKER: DB = BENCH MARK DISK
 LR0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0429_STAMPING: K 106 1958
 LR0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0429+STABILITY: SURFACE MOTION
 LR0429
 LR0429  HISTORY     - Date     Condition        Report By
 LR0429  HISTORY     - 1958     MONUMENTED       CGS
 LR0429  HISTORY     - 1959     GOOD             USGS
 LR0429
 LR0429                          STATION DESCRIPTION
 LR0429
 LR0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0429'15.9 MI SW FROM BATTLE MOUNTAIN.
 LR0429'12.1 MILES SOUTHWEST ALONG STATE HIGHWAY 8-A FROM THE T JUNCTION OF
 LR0429'U.S. HIGHWAY 40 AT BATTLE MOUNTAIN, THENCE 2.35 MILES SOUTHWEST ALONG
 LR0429'AN ASPHALT ROAD, THENCE 1.45 MILES NORTHWEST ALONG THE NATOMAS MINE
 LR0429'ROAD, AT THE Y JUNCTION OF A GRAVEL ROAD NORTH, 95 FEET WEST OF THE
 LR0429'CENTER OF THE JUNCTION, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LR0429'ROAD, 31 FEET WEST OF THE SOUTHWEST END OF THE NORTHWEST ONE OF DOUBLE
 LR0429'12-INCH STEEL PIPE CULVERTS, 2 FEET NORTHEAST OF A WITNESS POST, ABOUT
 LR0429'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LR0429'1/2 FOOT ABOVE THE GROUND.
 LR0429
 LR0429                          STATION RECOVERY (1959)
 LR0429
 LR0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LR0429'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY LEVEL LINE NEVADA 97
 LR0429'AS FOLLOWS.
 LR0429'
 LR0429'12.1 MI. SW. ALONG STATE HIGHWAY 8A FROM THE T-JUNCTION OF U.S.
 LR0429'HIGHWAY 40 AT BATTLE MOUNTAIN, THENCE 2.35 MI. SW. ALONG AN ASPHALT
 LR0429'RD., THENCE 1.45 MI. NW. ALONG THE NATOMAS MINE ROAD, AT THE
 LR0429'Y-JUNCTION OF A GRAVEL RD. N., 95 FT. W. OF THE CENTER OF THE
 LR0429'JUNCTION, 48 FT. SW. OF THE CENTER LINE OF THE RD., 31 FT. W. OF THE
 LR0429'SW. END OF THE NW. ONE OF DOUBLE 12 IN. STEEL PIPE CULVERTS, 2 FT.
 LR0429'NE. OF A WITNESS POST, ABOUT LEVEL WITH THE RD., AND SET IN THE TOP
 LR0429'OF A CONCRETE POST PROJECTING 0.6 FT. ABOVE THE GROUND.--
 LR0429'
 LR0429'STATION MARK--STANDARD DISK STAMPED----K 106 1958----SET IN ROUND
 LR0429'CONCRETE POST 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0387 ***********************************************************************
 LR0387  DESIGNATION -  K 107
 LR0387  PID         -  LR0387
 LR0387  STATE/COUNTY-  NV/PERSHING
 LR0387  USGS QUAD   -  CHERRY CREEK NE (1981)
 LR0387
 LR0387                         *CURRENT SURVEY CONTROL
 LR0387  ___________________________________________________________________
 LR0387* NAD 83(1986)-  40 38 19.     (N)    117 19 37.     (W)     SCALED    
 LR0387* NAVD 88     -      1505.141  (meters)    4938.12   (feet)  ADJUSTED  
 LR0387  ___________________________________________________________________
 LR0387  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 LR0387  DYNAMIC HT  -        1503.913 (meters)    4934.09  (feet)  COMP
 LR0387  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 LR0387
 LR0387  VERT ORDER  -  SECOND    CLASS 0
 LR0387
 LR0387.The horizontal coordinates were scaled from a topographic map and have
 LR0387.an estimated accuracy of +/- 6 seconds.
 LR0387
 LR0387.The orthometric height was determined by differential leveling
 LR0387.and adjusted by the National Geodetic Survey in June 1991..
 LR0387
 LR0387.The geoid height was determined by GEOID03.
 LR0387
 LR0387.The dynamic height is computed by dividing the NAVD 88
 LR0387.geopotential number by the normal gravity value computed on the
 LR0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0387.degrees latitude (g = 980.6199 gals.).
 LR0387
 LR0387.The modeled gravity was interpolated from observed gravity values.
 LR0387
 LR0387;                    North         East    Units  Estimated Accuracy
 LR0387;SPC NV W     - 4,654,280.      906,270.      MT  (+/- 180 meters Scaled)
 LR0387
 LR0387                          SUPERSEDED SURVEY CONTROL
 LR0387
 LR0387  NGVD 29 (??/??/92) 1504.058  (m)         4934.56   (f) ADJ UNCH    2 0
 LR0387
 LR0387.Superseded values are not recommended for survey control.
 LR0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0387.See file dsdata.txt to determine how the superseded data were derived.
 LR0387
 LR0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME723986(NAD 83)
 LR0387_MARKER: DB = BENCH MARK DISK
 LR0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0387_STAMPING: K 107 1958
 LR0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0387+STABILITY: SURFACE MOTION
 LR0387
 LR0387  HISTORY     - Date     Condition        Report By
 LR0387  HISTORY     - 1958     MONUMENTED       CGS
 LR0387
 LR0387                          STATION DESCRIPTION
 LR0387
 LR0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0387'5.0 MI E FROM SMELSER PASS.
 LR0387'5.0 MILES EAST ALONG A DIRT ROAD FROM SMELSER PASS, AT THE T JUNCTION
 LR0387'OF A NORTH-SOUTH DIRT ROAD, 25 FEET EAST OF THE CENTER LINE OF THE
 LR0387'NORTH-SOUTH DIRT ROAD MEASURED FROM THE CENTER OF THE JUNCTION, 1.7
 LR0387'FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 LR0387'TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0085 ***********************************************************************
 MT0085  DESIGNATION -  K 108
 MT0085  PID         -  MT0085
 MT0085  STATE/COUNTY-  NV/ELKO
 MT0085  USGS QUAD   -  DELANO PEAK (1989)
 MT0085
 MT0085                         *CURRENT SURVEY CONTROL
 MT0085  ___________________________________________________________________
 MT0085* NAD 83(1986)-  41 32 11.     (N)    114 20 37.     (W)     SCALED    
 MT0085* NAVD 88     -      1603.260  (meters)    5260.03   (feet)  ADJUSTED  
 MT0085  ___________________________________________________________________
 MT0085  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 MT0085  DYNAMIC HT  -        1602.050 (meters)    5256.06  (feet)  COMP
 MT0085  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 MT0085
 MT0085  VERT ORDER  -  SECOND    CLASS 0
 MT0085
 MT0085.The horizontal coordinates were scaled from a topographic map and have
 MT0085.an estimated accuracy of +/- 6 seconds.
 MT0085
 MT0085.The orthometric height was determined by differential leveling
 MT0085.and adjusted by the National Geodetic Survey in June 1991..
 MT0085
 MT0085.The geoid height was determined by GEOID03.
 MT0085
 MT0085.The dynamic height is computed by dividing the NAVD 88
 MT0085.geopotential number by the normal gravity value computed on the
 MT0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0085.degrees latitude (g = 980.6199 gals.).
 MT0085
 MT0085.The modeled gravity was interpolated from observed gravity values.
 MT0085
 MT0085;                    North         East    Units  Estimated Accuracy
 MT0085;SPC NV E     - 8,753,950.      303,450.      MT  (+/- 180 meters Scaled)
 MT0085
 MT0085                          SUPERSEDED SURVEY CONTROL
 MT0085
 MT0085  NGVD 29 (??/??/92) 1602.149  (m)         5256.38   (f) ADJ UNCH    2 0
 MT0085
 MT0085.Superseded values are not recommended for survey control.
 MT0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0085.See file dsdata.txt to determine how the superseded data were derived.
 MT0085
 MT0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG215017(NAD 83)
 MT0085_MARKER: DB = BENCH MARK DISK
 MT0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0085_STAMPING: K 108 1958
 MT0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0085+STABILITY: SURFACE MOTION
 MT0085
 MT0085  HISTORY     - Date     Condition        Report By
 MT0085  HISTORY     - 1958     MONUMENTED       CGS
 MT0085
 MT0085                          STATION DESCRIPTION
 MT0085
 MT0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0085'25.0 MI NW FROM MONTELLO.
 MT0085'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0085'MONTELLO, THENCE 24.85 MILES NORTH AND NORTHWEST ALONG A GRAVEL ROAD,
 MT0085'106 FEET NORTHEAST OF THE CENTER OF THE T JUNCTION OF A ROAD LEADING
 MT0085'EAST TO A GRAVEL PIT, 54 FEET EAST OF THE CENTER LINE OF THE MAIN
 MT0085'ROAD, 89 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 2.5 FEET WEST
 MT0085'OF A WITNESS POST, 3 FEET LOWER THAN THE MAIN ROAD, AND SET IN THE TOP
 MT0085'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0129 ***********************************************************************
 FS0129  DESIGNATION -  K 109
 FS0129  PID         -  FS0129
 FS0129  STATE/COUNTY-  NV/CLARK
 FS0129  USGS QUAD   -  KEYHOLE CANYON (1984)
 FS0129
 FS0129                         *CURRENT SURVEY CONTROL
 FS0129  ___________________________________________________________________
 FS0129* NAD 83(1986)-  35 44 11.     (N)    114 57 44.     (W)     SCALED    
 FS0129* NAVD 88     -       663.404  (meters)    2176.52   (feet)  POSTED    
 FS0129  ___________________________________________________________________
 FS0129  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FS0129  DYNAMIC HT  -         662.700 (meters)    2174.21  (feet)  COMP
 FS0129  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 FS0129
 FS0129  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0129
 FS0129.The horizontal coordinates were scaled from a topographic map and have
 FS0129.an estimated accuracy of +/- 6 seconds.
 FS0129
 FS0129.The orthometric height was determined by differential leveling
 FS0129.and adjusted by the National Geodetic Survey in 1992..
 FS0129.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0129.rate of 0.0 thru 1.0 mm/km.
 FS0129
 FS0129.The geoid height was determined by GEOID03.
 FS0129
 FS0129.The dynamic height is computed by dividing the NAVD 88
 FS0129.geopotential number by the normal gravity value computed on the
 FS0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0129.degrees latitude (g = 980.6199 gals.).
 FS0129
 FS0129.The modeled gravity was interpolated from observed gravity values.
 FS0129
 FS0129;                    North         East    Units  Estimated Accuracy
 FS0129;SPC NV E     - 8,109,600.      256,180.      MT  (+/- 180 meters Scaled)
 FS0129
 FS0129                          SUPERSEDED SURVEY CONTROL
 FS0129
 FS0129  NGVD 29 (??/??/92)  662.667  (m)         2174.10   (f) ADJ UNCH    1 1
 FS0129
 FS0129.Superseded values are not recommended for survey control.
 FS0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0129.See file dsdata.txt to determine how the superseded data were derived.
 FS0129
 FS0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV842566(NAD 83)
 FS0129_MARKER: DB = BENCH MARK DISK
 FS0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0129_STAMPING: K 109 1934
 FS0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0129+STABILITY: SURFACE MOTION
 FS0129
 FS0129  HISTORY     - Date     Condition        Report By
 FS0129  HISTORY     - 1934     MONUMENTED       CGS
 FS0129  HISTORY     - 1949     GOOD             NGS
 FS0129  HISTORY     - 1963     GOOD             NGS
 FS0129
 FS0129                          STATION DESCRIPTION
 FS0129
 FS0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0129'17.3 MI S FROM ALUNITE.
 FS0129'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE JUNCTION OF U.S.
 FS0129'HIGHWAY 93 AT ALUNITE, THENCE 15.6 MILES SOUTH ALONG OLD ABANDONED
 FS0129'STATE HIGHWAY 5, ABOUT 0.3 MILE WEST OF HIGHWAY 95, 0.1 MILE SOUTH
 FS0129'OF THE APPROXIMATE CENTER OF A WIDE WASH, 58 YARDS NORTH OF A POINT
 FS0129'WHERE THE HIGHWAY CROSSES A DITCH, 30 FEET EAST OF THE CENTER
 FS0129'LINE OF THE HIGHWAY, 3.0 FEET WEST OF A WITNESS POST, ABOUT 2
 FS0129'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 FS0129'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0129
 FS0129                          STATION RECOVERY (1963)
 FS0129
 FS0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0384 ***********************************************************************
 KR0384  DESIGNATION -  K 11
 KR0384  PID         -  KR0384
 KR0384  STATE/COUNTY-  NV/MINERAL
 KR0384  USGS QUAD   -  WEBER RESERVOIR (1987)
 KR0384
 KR0384                         *CURRENT SURVEY CONTROL
 KR0384  ___________________________________________________________________
 KR0384* NAD 83(1986)-  39 02 17.     (N)    118 53 51.     (W)     SCALED    
 KR0384* NAVD 88     -      1333.21   (+/-2cm)    4374.0    (feet)  VERTCON   
 KR0384  ___________________________________________________________________
 KR0384  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 KR0384
 KR0384  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0384
 KR0384.The horizontal coordinates were scaled from a topographic map and have
 KR0384.an estimated accuracy of +/- 6 seconds.
 KR0384
 KR0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0384.The vertical order pertains to the NGVD 29 superseded value.
 KR0384
 KR0384.The geoid height was determined by GEOID03.
 KR0384
 KR0384;                    North         East    Units  Estimated Accuracy
 KR0384;SPC NV W     - 4,475,870.      772,800.      MT  (+/- 180 meters Scaled)
 KR0384
 KR0384                          SUPERSEDED SURVEY CONTROL
 KR0384
 KR0384  NGVD 29 (??/??/92) 1332.162  (m)         4370.60   (f) ADJ UNCH    1 2
 KR0384
 KR0384.Superseded values are not recommended for survey control.
 KR0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0384.See file dsdata.txt to determine how the superseded data were derived.
 KR0384
 KR0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD357227(NAD 83)
 KR0384_MARKER: DB = BENCH MARK DISK
 KR0384_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0384_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0384_STAMPING: K 11 1915 4370.615
 KR0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0384
 KR0384  HISTORY     - Date     Condition        Report By
 KR0384  HISTORY     - 1915     MONUMENTED       CGS
 KR0384  HISTORY     - 1953     GOOD             NGS
 KR0384
 KR0384                          STATION DESCRIPTION
 KR0384
 KR0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0384'8.2 MI NW FROM SCHURZ.
 KR0384'8.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0384'THE STATION AT SCHURZ, 27 1/2 FEET WEST OF MILEPOLE 346, ON THE
 KR0384'NORTHEAST SLOPE OF A ROCK- AND-BRUSH-COVERED RIDGE, 84.8 FEET
 KR0384'NORTHWEST OF THE NORTHWEST CORNER OF A MOTOR SCOOTER DERAILING
 KR0384'PLATFORM, 45.9 FEET WEST OF THE WEST RAIL, 2.3 FEET EAST OF A WITNESS
 KR0384'POST, ABOUT 2 FEET HIGHER THAN THE TRACK, AND SCREWED ON TOP OF A 3
 KR0384'1/2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0789 ***********************************************************************
 FS0789  DESIGNATION -  K 110
 FS0789  PID         -  FS0789
 FS0789  STATE/COUNTY-  NV/CLARK
 FS0789  USGS QUAD   -  CRESCENT PEAK (1984)
 FS0789
 FS0789                         *CURRENT SURVEY CONTROL
 FS0789  ___________________________________________________________________
 FS0789* NAD 83(1986)-  35 28 44.     (N)    115 12 25.     (W)     SCALED    
 FS0789* NAVD 88     -      1181.801  (meters)    3877.29   (feet)  POSTED    
 FS0789  ___________________________________________________________________
 FS0789  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 FS0789  DYNAMIC HT  -        1180.400 (meters)    3872.70  (feet)  COMP
 FS0789  MODELED GRAV-     979,404.6   (mgal)                       NAVD 88
 FS0789
 FS0789  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0789
 FS0789.The horizontal coordinates were scaled from a topographic map and have
 FS0789.an estimated accuracy of +/- 6 seconds.
 FS0789
 FS0789.The orthometric height was determined by differential leveling
 FS0789.and adjusted by the National Geodetic Survey in 1992..
 FS0789.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0789.rate of 0.0 thru 1.0 mm/km.
 FS0789
 FS0789.The geoid height was determined by GEOID03.
 FS0789
 FS0789.The dynamic height is computed by dividing the NAVD 88
 FS0789.geopotential number by the normal gravity value computed on the
 FS0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0789.degrees latitude (g = 980.6199 gals.).
 FS0789
 FS0789.The modeled gravity was interpolated from observed gravity values.
 FS0789
 FS0789;                    North         East    Units  Estimated Accuracy
 FS0789;SPC NV E     - 8,080,920.      234,160.      MT  (+/- 180 meters Scaled)
 FS0789
 FS0789                          SUPERSEDED SURVEY CONTROL
 FS0789
 FS0789  NGVD 29 (??/??/92) 1180.94   (m)         3874.5    (f) COMPUTED    1 2
 FS0789
 FS0789.Superseded values are not recommended for survey control.
 FS0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0789.See file dsdata.txt to determine how the superseded data were derived.
 FS0789
 FS0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV626276(NAD 83)
 FS0789_MARKER: DB = BENCH MARK DISK
 FS0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0789_STAMPING: K 110 1934
 FS0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0789+STABILITY: SURFACE MOTION
 FS0789
 FS0789  HISTORY     - Date     Condition        Report By
 FS0789  HISTORY     - 1934     MONUMENTED       CGS
 FS0789  HISTORY     - 1949     GOOD             NGS
 FS0789
 FS0789                          STATION DESCRIPTION
 FS0789
 FS0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0789'3.7 MI E FROM NIPTON.
 FS0789'2.7 MILES EAST ALONG A COUNTY GRADED ROAD FROM THE UNION PACIFIC
 FS0789'RAILROAD STATION AT NIPTON, THENCE 1.0 MILE EAST ALONG NEVADA
 FS0789'STATE HIGHWAY 68, 0.1 MILE EAST OF THE JUNCTION OF A DIRT ROAD
 FS0789'LEADING SOUTH, 37 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 FS0789'2.5 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 FS0789'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0789'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0100 ***********************************************************************
 JP0100  DESIGNATION -  K 116
 JP0100  PID         -  JP0100
 JP0100  STATE/COUNTY-  NV/NYE
 JP0100  USGS QUAD   -  HOT CREEK BUTTE (1980)
 JP0100
 JP0100                         *CURRENT SURVEY CONTROL
 JP0100  ___________________________________________________________________
 JP0100* NAD 83(1986)-  38 21 05.     (N)    115 11 26.     (W)     SCALED    
 JP0100* NAVD 88     -      1575.389  (meters)    5168.59   (feet)  ADJUSTED  
 JP0100  ___________________________________________________________________
 JP0100  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 JP0100  DYNAMIC HT  -        1573.726 (meters)    5163.13  (feet)  COMP
 JP0100  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 JP0100
 JP0100  VERT ORDER  -  SECOND    CLASS 0
 JP0100
 JP0100.The horizontal coordinates were scaled from a topographic map and have
 JP0100.an estimated accuracy of +/- 6 seconds.
 JP0100
 JP0100.The orthometric height was determined by differential leveling
 JP0100.and adjusted by the National Geodetic Survey in June 1991..
 JP0100
 JP0100.The geoid height was determined by GEOID03.
 JP0100
 JP0100.The dynamic height is computed by dividing the NAVD 88
 JP0100.geopotential number by the normal gravity value computed on the
 JP0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0100.degrees latitude (g = 980.6199 gals.).
 JP0100
 JP0100.The modeled gravity was interpolated from observed gravity values.
 JP0100
 JP0100;                    North         East    Units  Estimated Accuracy
 JP0100;SPC NV C     - 6,400,640.      629,020.      MT  (+/- 180 meters Scaled)
 JP0100
 JP0100                          SUPERSEDED SURVEY CONTROL
 JP0100
 JP0100  NGVD 29 (??/??/92) 1574.319  (m)         5165.08   (f) ADJ UNCH    2 0
 JP0100
 JP0100.Superseded values are not recommended for survey control.
 JP0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0100.See file dsdata.txt to determine how the superseded data were derived.
 JP0100
 JP0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC581463(NAD 83)
 JP0100_MARKER: DB = BENCH MARK DISK
 JP0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0100_STAMPING: K 116 1934
 JP0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0100+STABILITY: SURFACE MOTION
 JP0100
 JP0100  HISTORY     - Date     Condition        Report By
 JP0100  HISTORY     - 1934     MONUMENTED       CGS
 JP0100  HISTORY     - 1966     MARK NOT FOUND   NGS
 JP0100
 JP0100                          STATION DESCRIPTION
 JP0100
 JP0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0100'41.0 MI S FROM PRESTON.
 JP0100'IN NYE COUNTY, ABOUT 41.0 MILES SOUTH ALONG THE ROAD LEADING TO SHARP
 JP0100'FROM PRESTON, WHITE PINE COUNTY, ABOUT 350 YARDS SOUTH OF A SMALL DAM,
 JP0100'ABOUT 200 YARDS WEST OF THE FOOT OF A SLOPE, AT THE EAST SIDE OF THE
 JP0100'VALLEY, AND 30 FEET WEST OF THE CENTER LINE OF THE ROAD.  A STANDARD
 JP0100'DISK, STAMPED K 116 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JP0100
 JP0100                          STATION RECOVERY (1966)
 JP0100
 JP0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JP0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1267 ***********************************************************************
 GR1267  DESIGNATION -  K 117
 GR1267  PID         -  GR1267
 GR1267  STATE/COUNTY-  NV/CLARK
 GR1267  USGS QUAD   -  QUARTZ PEAK (1973)
 GR1267
 GR1267                         *CURRENT SURVEY CONTROL
 GR1267  ___________________________________________________________________
 GR1267* NAD 83(1986)-  36 58 57.     (N)    115 37 17.     (W)     SCALED    
 GR1267* NAVD 88     -      1283.041  (meters)    4209.44   (feet)  ADJUSTED  
 GR1267  ___________________________________________________________________
 GR1267  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 GR1267  DYNAMIC HT  -        1281.637 (meters)    4204.84  (feet)  COMP
 GR1267  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 GR1267
 GR1267  VERT ORDER  -  SECOND    CLASS 0
 GR1267
 GR1267.The horizontal coordinates were scaled from a topographic map and have
 GR1267.an estimated accuracy of +/- 6 seconds.
 GR1267
 GR1267.The orthometric height was determined by differential leveling
 GR1267.and adjusted by the National Geodetic Survey in June 1991..
 GR1267
 GR1267.The geoid height was determined by GEOID03.
 GR1267
 GR1267.The dynamic height is computed by dividing the NAVD 88
 GR1267.geopotential number by the normal gravity value computed on the
 GR1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1267.degrees latitude (g = 980.6199 gals.).
 GR1267
 GR1267.The modeled gravity was interpolated from observed gravity values.
 GR1267
 GR1267;                    North         East    Units  Estimated Accuracy
 GR1267;SPC NV E     - 8,247,690.      196,610.      MT  (+/- 180 meters Scaled)
 GR1267
 GR1267                          SUPERSEDED SURVEY CONTROL
 GR1267
 GR1267  NGVD 29 (??/??/92) 1282.132  (m)         4206.46   (f) ADJ UNCH    2 0
 GR1267
 GR1267.Superseded values are not recommended for survey control.
 GR1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1267.See file dsdata.txt to determine how the superseded data were derived.
 GR1267
 GR1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA226938(NAD 83)
 GR1267_MARKER: DB = BENCH MARK DISK
 GR1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1267_STAMPING: K 117 1934
 GR1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1267+STABILITY: SURFACE MOTION
 GR1267
 GR1267  HISTORY     - Date     Condition        Report By
 GR1267  HISTORY     - 1934     MONUMENTED       CGS
 GR1267
 GR1267                          STATION DESCRIPTION
 GR1267
 GR1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GR1267'26 MI S FROM GROOM.
 GR1267'0.54 MILES NORTH OF Y ROAD INTERSECTION RUNNING NORTHEAST, AND 45 FT.
 GR1267'WEST OF CENTER-LINE OF ROAD.  A STANDARD U.S. COAST AND GEODETIC
 GR1267'SURVEY DISK, STAMPED K 117 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0063 ***********************************************************************
 JP0063  DESIGNATION -  K 118
 JP0063  PID         -  JP0063
 JP0063  STATE/COUNTY-  NV/WHITE PINE
 JP0063  USGS QUAD   -  PRESTON (1979)
 JP0063
 JP0063                         *CURRENT SURVEY CONTROL
 JP0063  ___________________________________________________________________
 JP0063* NAD 83(1986)-  38 56 04.     (N)    115 06 07.     (W)     SCALED    
 JP0063* NAVD 88     -      1762.868  (meters)    5783.68   (feet)  ADJUSTED  
 JP0063  ___________________________________________________________________
 JP0063  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 JP0063  DYNAMIC HT  -        1761.009 (meters)    5777.58  (feet)  COMP
 JP0063  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 JP0063
 JP0063  VERT ORDER  -  SECOND    CLASS 0
 JP0063
 JP0063.The horizontal coordinates were scaled from a topographic map and have
 JP0063.an estimated accuracy of +/- 6 seconds.
 JP0063
 JP0063.The orthometric height was determined by differential leveling
 JP0063.and adjusted by the National Geodetic Survey in June 1991..
 JP0063
 JP0063.The geoid height was determined by GEOID03.
 JP0063
 JP0063.The dynamic height is computed by dividing the NAVD 88
 JP0063.geopotential number by the normal gravity value computed on the
 JP0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0063.degrees latitude (g = 980.6199 gals.).
 JP0063
 JP0063.The modeled gravity was interpolated from observed gravity values.
 JP0063
 JP0063;                    North         East    Units  Estimated Accuracy
 JP0063;SPC NV E     - 8,464,430.      241,740.      MT  (+/- 180 meters Scaled)
 JP0063
 JP0063                          SUPERSEDED SURVEY CONTROL
 JP0063
 JP0063  NGVD 29 (??/??/92) 1761.672  (m)         5779.75   (f) ADJ UNCH    2 0
 JP0063
 JP0063.Superseded values are not recommended for survey control.
 JP0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0063.See file dsdata.txt to determine how the superseded data were derived.
 JP0063
 JP0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD645112(NAD 83)
 JP0063_MARKER: DB = BENCH MARK DISK
 JP0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0063_STAMPING: K 118 1934
 JP0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0063+STABILITY: SURFACE MOTION
 JP0063
 JP0063  HISTORY     - Date     Condition        Report By
 JP0063  HISTORY     - 1934     MONUMENTED       CGS
 JP0063  HISTORY     - 1937     GOOD             NGS
 JP0063
 JP0063                          STATION DESCRIPTION
 JP0063
 JP0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0063'3 MI NW FROM PRESTON.
 JP0063'ABOUT 3 MILES NORTHWEST ALONG THE ROAD LEADING TO THE BARNES RANCH
 JP0063'FROM PRESTON, WHITE PINE COUNTY, AT A DIM NORTHEAST-AND-SOUTHWEST ROAD
 JP0063'CROSSING, 42 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD, AND 44
 JP0063'FEET WEST OF THE CENTER LINE OF THE NORTH-EAST-AND-SOUTHWEST ROAD. A
 JP0063'STANDARD DISK, STAMPED K 118 1934 AND SET IN THE TOP OF A CONCRETE
 JP0063'POST.
 JP0063
 JP0063                          STATION RECOVERY (1937)
 JP0063
 JP0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 JP0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0541 ***********************************************************************
 JR0541  DESIGNATION -  K 119
 JR0541  PID         -  JR0541
 JR0541  STATE/COUNTY-  NV/DOUGLAS
 JR0541  USGS QUAD   -  GARDNERVILLE (1982)
 JR0541
 JR0541                         *CURRENT SURVEY CONTROL
 JR0541  ___________________________________________________________________
 JR0541* NAD 83(1986)-  38 55 24.     (N)    119 43 33.     (W)     SCALED    
 JR0541* NAVD 88     -      1462.80   (+/-2cm)    4799.2    (feet)  VERTCON   
 JR0541  ___________________________________________________________________
 JR0541  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 JR0541
 JR0541  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0541
 JR0541.The horizontal coordinates were scaled from a topographic map and have
 JR0541.an estimated accuracy of +/- 6 seconds.
 JR0541
 JR0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0541.The vertical order pertains to the NGVD 29 superseded value.
 JR0541
 JR0541.The geoid height was determined by GEOID03.
 JR0541
 JR0541;                    North         East    Units  Estimated Accuracy
 JR0541;SPC NV W     - 4,463,710.      700,930.      MT  (+/- 180 meters Scaled)
 JR0541
 JR0541                          SUPERSEDED SURVEY CONTROL
 JR0541
 JR0541  NGVD 29 (??/??/92) 1461.676  (m)         4795.52   (f) ADJ UNCH    2 0
 JR0541
 JR0541.Superseded values are not recommended for survey control.
 JR0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0541.See file dsdata.txt to determine how the superseded data were derived.
 JR0541
 JR0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD636118(NAD 83)
 JR0541_MARKER: DB = BENCH MARK DISK
 JR0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0541_STAMPING: K 119 1934
 JR0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0541+STABILITY: SURFACE MOTION
 JR0541
 JR0541  HISTORY     - Date     Condition        Report By
 JR0541  HISTORY     - 1934     MONUMENTED       CGS
 JR0541  HISTORY     - 1951     GOOD             NGS
 JR0541  HISTORY     - 1968     MARK NOT FOUND   NGS
 JR0541
 JR0541                          STATION DESCRIPTION
 JR0541
 JR0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0541'2 MI SE FROM GARDNERVILLE.
 JR0541'ABOUT 2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE
 JR0541'DOUGLAS COUNTY HIGH SCHOOL, AT THE T JUNCTION OF A ROAD LEADING
 JR0541'NORTHEAST TO A RANCH HOUSE, 81.3 FEET SOUTHWEST OF BENCH MARK
 JR0541'25-1 (USC AND GS AND SS), 41.7 FEET SOUTHWEST OF THE CENTER
 JR0541'LINE OF THE HIGHWAY, 38 FEET NORTHWEST OF THE PROLONGATION
 JR0541'OF THE CENTER LINE OF THE ROAD LEADING NORTHEAST, 30.5 FEET
 JR0541'NORTHWEST OF A T IN A FENCE LINE, 1.5 FEET NORTHWEST OF A WIRE
 JR0541'FENCE, 1.6 FEET SOUTHEAST OF A WITNESS POST, ABOUT ONE FOOT
 JR0541'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JR0541'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JR0541
 JR0541                          STATION RECOVERY (1968)
 JR0541
 JR0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JR0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0769 ***********************************************************************
 JR0769  DESIGNATION -  K 12
 JR0769  PID         -  JR0769
 JR0769  STATE/COUNTY-  NV/MINERAL
 JR0769  USGS QUAD   -  INDIAN HEAD PEAK (1979)
 JR0769
 JR0769                         *CURRENT SURVEY CONTROL
 JR0769  ___________________________________________________________________
 JR0769* NAD 83(1986)-  38 32 12.     (N)    118 16 58.     (W)     SCALED    
 JR0769* NAVD 88     -      1359.66   (+/-2cm)    4460.8    (feet)  VERTCON   
 JR0769  ___________________________________________________________________
 JR0769  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 JR0769
 JR0769  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0769
 JR0769.The horizontal coordinates were scaled from a topographic map and have
 JR0769.an estimated accuracy of +/- 6 seconds.
 JR0769
 JR0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0769.The vertical order pertains to the NGVD 29 superseded value.
 JR0769
 JR0769.The geoid height was determined by GEOID03.
 JR0769
 JR0769;                    North         East    Units  Estimated Accuracy
 JR0769;SPC NV W     - 4,420,210.      826,200.      MT  (+/- 180 meters Scaled)
 JR0769
 JR0769                          SUPERSEDED SURVEY CONTROL
 JR0769
 JR0769  NGVD 29 (??/??/92) 1358.530  (m)         4457.11   (f) ADJ UNCH    1 2
 JR0769
 JR0769.Superseded values are not recommended for survey control.
 JR0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0769.See file dsdata.txt to determine how the superseded data were derived.
 JR0769
 JR0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC881661(NAD 83)
 JR0769_MARKER: P = PIPE CAP
 JR0769_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0769_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0769_STAMPING: K 12 1915 4457.160
 JR0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0769
 JR0769  HISTORY     - Date     Condition        Report By
 JR0769  HISTORY     - 1915     MONUMENTED       CGS
 JR0769  HISTORY     - 1953     GOOD             NGS
 JR0769
 JR0769                          STATION DESCRIPTION
 JR0769
 JR0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0769'6.2 MI NW FROM LUNING.
 JR0769'6.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0769'FROM THE STATION AT LUNING, 5 FEET EAST OF MILEPOLE 402, 27.6
 JR0769'FEET SOUTH OF THE SOUTH RAIL, 8 1/2 FEET NORTH OF THE CENTER
 JR0769'LINE OF A TRACK ROAD, 1.9 FEET WEST OF A WITNESS POST, ABOUT
 JR0769'LEVEL WITH THE TRACK, AND SCREWED ON TOP OF A 3 1/2-INCH IRON
 JR0769'PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0437 ***********************************************************************
 JR0437  DESIGNATION -  K 120
 JR0437  PID         -  JR0437
 JR0437  STATE/COUNTY-  NV/LYON
 JR0437  USGS QUAD   -  DESERT CREEK PEAK (1988)
 JR0437
 JR0437                         *CURRENT SURVEY CONTROL
 JR0437  ___________________________________________________________________
 JR0437* NAD 83(1986)-  38 37 25.     (N)    119 15 31.     (W)     SCALED    
 JR0437* NAVD 88     -      1768.90   (+/-2cm)    5803.5    (feet)  VERTCON   
 JR0437  ___________________________________________________________________
 JR0437  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 JR0437
 JR0437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0437
 JR0437.The horizontal coordinates were scaled from a topographic map and have
 JR0437.an estimated accuracy of +/- 6 seconds.
 JR0437
 JR0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0437.The vertical order pertains to the NGVD 29 superseded value.
 JR0437
 JR0437.The geoid height was determined by GEOID03.
 JR0437
 JR0437;                    North         East    Units  Estimated Accuracy
 JR0437;SPC NV W     - 4,430,040.      741,200.      MT  (+/- 180 meters Scaled)
 JR0437
 JR0437                          SUPERSEDED SURVEY CONTROL
 JR0437
 JR0437  NGVD 29 (??/??/92) 1767.640  (m)         5799.33   (f) ADJ UNCH    2 0
 JR0437
 JR0437.Superseded values are not recommended for survey control.
 JR0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0437.See file dsdata.txt to determine how the superseded data were derived.
 JR0437
 JR0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC033774(NAD 83)
 JR0437_MARKER: DB = BENCH MARK DISK
 JR0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0437_STAMPING: K 120 1934
 JR0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0437+STABILITY: SURFACE MOTION
 JR0437
 JR0437  HISTORY     - Date     Condition        Report By
 JR0437  HISTORY     - 1934     MONUMENTED       CGS
 JR0437  HISTORY     - 1940     GOOD             NGS
 JR0437  HISTORY     - 1956     MARK NOT FOUND   USGS
 JR0437
 JR0437                          STATION DESCRIPTION
 JR0437
 JR0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0437'11.5 MI S FROM WELLINGTON.
 JR0437'11.5 MILES SOUTH ALONG STATE HIGHWAY 22 FROM WELLINGTON, LYON
 JR0437'COUNTY, 44 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND NEAR
 JR0437'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 120 1934
 JR0437'AND SET IN THE TOP OF A CONCRETE POST.
 JR0437
 JR0437                          STATION RECOVERY (1956)
 JR0437
 JR0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 JR0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0256 ***********************************************************************
 JP0256  DESIGNATION -  K 121
 JP0256  PID         -  JP0256
 JP0256  STATE/COUNTY-  NV/NYE
 JP0256  USGS QUAD   -  DUCKWATER (1990)
 JP0256
 JP0256                         *CURRENT SURVEY CONTROL
 JP0256  ___________________________________________________________________
 JP0256* NAD 83(1986)-  38 53 29.     (N)    115 40 36.     (W)     SCALED    
 JP0256* NAVD 88     -      1627.079  (meters)    5338.18   (feet)  ADJUSTED  
 JP0256  ___________________________________________________________________
 JP0256  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 JP0256  DYNAMIC HT  -        1625.397 (meters)    5332.66  (feet)  COMP
 JP0256  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 JP0256
 JP0256  VERT ORDER  -  SECOND    CLASS 0
 JP0256
 JP0256.The horizontal coordinates were scaled from a topographic map and have
 JP0256.an estimated accuracy of +/- 6 seconds.
 JP0256
 JP0256.The orthometric height was determined by differential leveling
 JP0256.and adjusted by the National Geodetic Survey in June 1991..
 JP0256
 JP0256.The geoid height was determined by GEOID03.
 JP0256
 JP0256.The dynamic height is computed by dividing the NAVD 88
 JP0256.geopotential number by the normal gravity value computed on the
 JP0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0256.degrees latitude (g = 980.6199 gals.).
 JP0256
 JP0256.The modeled gravity was interpolated from observed gravity values.
 JP0256
 JP0256;                    North         East    Units  Estimated Accuracy
 JP0256;SPC NV C     - 6,460,010.      585,880.      MT  (+/- 180 meters Scaled)
 JP0256
 JP0256                          SUPERSEDED SURVEY CONTROL
 JP0256
 JP0256  NGVD 29 (??/??/92) 1625.908  (m)         5334.33   (f) ADJ UNCH    2 0
 JP0256
 JP0256.Superseded values are not recommended for survey control.
 JP0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0256.See file dsdata.txt to determine how the superseded data were derived.
 JP0256
 JP0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD147055(NAD 83)
 JP0256_MARKER: DB = BENCH MARK DISK
 JP0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0256_STAMPING: K 121 1934
 JP0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0256+STABILITY: SURFACE MOTION
 JP0256
 JP0256  HISTORY     - Date     Condition        Report By
 JP0256  HISTORY     - 1934     MONUMENTED       CGS
 JP0256  HISTORY     - 1963     GOOD             USGS
 JP0256
 JP0256                          STATION DESCRIPTION
 JP0256
 JP0256'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JP0256'IN DUCKWATER.
 JP0256'DUCKWATER SCHOOL, 0.5 MILE SOUTH OF ALONG STATE HIGHWAY 20.  THENCE
 JP0256'0.3 MILE SW ON GRAVEL ROAD TO SITE OF OLD TOWN.  80 FEET SW OF A
 JP0256'CHURCH, AND 42 FEET SE OF THE CENTERLINE OF THE ROAD.  A STANDARD
 JP0256'DISK, STAMPED K 121 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0279 ***********************************************************************
 KQ0279  DESIGNATION -  K 126
 KQ0279  PID         -  KQ0279
 KQ0279  STATE/COUNTY-  NV/NYE
 KQ0279  USGS QUAD   -  KINGSTON (1988)
 KQ0279
 KQ0279                         *CURRENT SURVEY CONTROL
 KQ0279  ___________________________________________________________________
 KQ0279* NAD 83(1986)-  39 08 14.     (N)    117 04 52.     (W)     SCALED    
 KQ0279* NAVD 88     -      1697.424  (meters)    5568.97   (feet)  ADJUSTED  
 KQ0279  ___________________________________________________________________
 KQ0279  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 KQ0279  DYNAMIC HT  -        1695.669 (meters)    5563.21  (feet)  COMP
 KQ0279  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 KQ0279
 KQ0279  VERT ORDER  -  SECOND    CLASS 0
 KQ0279
 KQ0279.The horizontal coordinates were scaled from a topographic map and have
 KQ0279.an estimated accuracy of +/- 6 seconds.
 KQ0279
 KQ0279.The orthometric height was determined by differential leveling
 KQ0279.and adjusted by the National Geodetic Survey in June 1991..
 KQ0279
 KQ0279.The geoid height was determined by GEOID03.
 KQ0279
 KQ0279.The dynamic height is computed by dividing the NAVD 88
 KQ0279.geopotential number by the normal gravity value computed on the
 KQ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0279.degrees latitude (g = 980.6199 gals.).
 KQ0279
 KQ0279.The modeled gravity was interpolated from observed gravity values.
 KQ0279
 KQ0279;                    North         East    Units  Estimated Accuracy
 KQ0279;SPC NV C     - 6,486,910.      464,170.      MT  (+/- 180 meters Scaled)
 KQ0279
 KQ0279                          SUPERSEDED SURVEY CONTROL
 KQ0279
 KQ0279  NGVD 29 (??/??/92) 1696.209  (m)         5564.98   (f) ADJ UNCH    2 0
 KQ0279
 KQ0279.Superseded values are not recommended for survey control.
 KQ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0279.See file dsdata.txt to determine how the superseded data were derived.
 KQ0279
 KQ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD929320(NAD 83)
 KQ0279_MARKER: DB = BENCH MARK DISK
 KQ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0279_STAMPING: K 126 1934
 KQ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0279+STABILITY: SURFACE MOTION
 KQ0279
 KQ0279  HISTORY     - Date     Condition        Report By
 KQ0279  HISTORY     - 1934     MONUMENTED       CGS
 KQ0279  HISTORY     - 1955     GOOD             USGS
 KQ0279
 KQ0279                          STATION DESCRIPTION
 KQ0279
 KQ0279'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0279'31.8 MI SE FROM AUSTIN.
 KQ0279'ABOUT 11.8 MILES E. ALONG U.S. HIGHWAY 50 FROM LANDER COUNTY
 KQ0279'COURTHOUSE IN AUSTIN, THENCE 13.8 MILES S. ALONG STATE HIGHWAY 8A,
 KQ0279'THENCE LEFT AND ALONG AN ABANDONED SECTION OF THE HIGHWAY 6.2 MILES.
 KQ0279'ABOUT A MILE S.W. OF RANCH ROAD TO THE DANIELS RANCH, ABOUT 0.4 MILE
 KQ0279'N.E. OF A T-ROAD N.W., 28 FT. E. OF THE CENTER LINE OF THE OLD ROAD. A
 KQ0279'STANDARD DISK STAMPED K 126 1934 SET IN THE TOP OF A CONCRETE POST
 KQ0279'PROJECTING 0.8 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0118 ***********************************************************************
 JQ0118  DESIGNATION -  K 127
 JQ0118  PID         -  JQ0118
 JQ0118  STATE/COUNTY-  NV/NYE
 JQ0118  USGS QUAD   -  MANHATTAN (1971)
 JQ0118
 JQ0118                         *CURRENT SURVEY CONTROL
 JQ0118  ___________________________________________________________________
 JQ0118* NAD 83(1986)-  38 32 15.     (N)    117 00 35.     (W)     SCALED    
 JQ0118* NAVD 88     -      2198.447  (meters)    7212.74   (feet)  ADJUSTED  
 JQ0118  ___________________________________________________________________
 JQ0118  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 JQ0118  DYNAMIC HT  -        2195.906 (meters)    7204.40  (feet)  COMP
 JQ0118  MODELED GRAV-     979,393.4   (mgal)                       NAVD 88
 JQ0118
 JQ0118  VERT ORDER  -  SECOND    CLASS 0
 JQ0118
 JQ0118.The horizontal coordinates were scaled from a topographic map and have
 JQ0118.an estimated accuracy of +/- 6 seconds.
 JQ0118
 JQ0118.The orthometric height was determined by differential leveling
 JQ0118.and adjusted by the National Geodetic Survey in June 1991..
 JQ0118
 JQ0118.The geoid height was determined by GEOID03.
 JQ0118
 JQ0118.The dynamic height is computed by dividing the NAVD 88
 JQ0118.geopotential number by the normal gravity value computed on the
 JQ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0118.degrees latitude (g = 980.6199 gals.).
 JQ0118
 JQ0118.The modeled gravity was interpolated from observed gravity values.
 JQ0118
 JQ0118;                    North         East    Units  Estimated Accuracy
 JQ0118;SPC NV C     - 6,420,320.      470,090.      MT  (+/- 180 meters Scaled)
 JQ0118
 JQ0118                          SUPERSEDED SURVEY CONTROL
 JQ0118
 JQ0118  NGVD 29 (??/??/92) 2197.100  (m)         7208.32   (f) ADJ UNCH    2 0
 JQ0118
 JQ0118.Superseded values are not recommended for survey control.
 JQ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0118.See file dsdata.txt to determine how the superseded data were derived.
 JQ0118
 JQ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC991654(NAD 83)
 JQ0118_MARKER: Z = SEE DESCRIPTION
 JQ0118_SETTING: 0 = UNSPECIFIED SETTING
 JQ0118_STAMPING: K 127 1934
 JQ0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0118
 JQ0118  HISTORY     - Date     Condition        Report By
 JQ0118  HISTORY     - 1934     MONUMENTED       CGS
 JQ0118  HISTORY     - 1937     GOOD             NGS
 JQ0118  HISTORY     - 1968     GOOD             NGS
 JQ0118
 JQ0118                          STATION DESCRIPTION
 JQ0118
 JQ0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 JQ0118'4.0 MI E FROM MANHATTAN.
 JQ0118'ALONG THE MANHATTAN-BELMONT ROAD, ABOUT 1.7 MILES EAST OF THE SUMMIT,
 JQ0118'0.1 MILE EAST OF A SHARP RISE IN THE ROAD AFTER LEAVING SUMMIT, 21
 JQ0118'FEET SOUTH OF THE CENTER OF THE ROAD.
 JQ0118
 JQ0118                          STATION RECOVERY (1968)
 JQ0118
 JQ0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JQ0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0087 ***********************************************************************
 JQ0087  DESIGNATION -  K 128
 JQ0087  PID         -  JQ0087
 JQ0087  STATE/COUNTY-  NV/NYE
 JQ0087  USGS QUAD   -  BELMONT WEST (1980)
 JQ0087
 JQ0087                         *CURRENT SURVEY CONTROL
 JQ0087  ___________________________________________________________________
 JQ0087* NAD 83(1986)-  38 33 13.     (N)    116 55 56.     (W)     SCALED    
 JQ0087* NAVD 88     -      2067.206  (meters)    6782.16   (feet)  ADJUSTED  
 JQ0087  ___________________________________________________________________
 JQ0087  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 JQ0087  DYNAMIC HT  -        2064.845 (meters)    6774.41  (feet)  COMP
 JQ0087  MODELED GRAV-     979,411.9   (mgal)                       NAVD 88
 JQ0087
 JQ0087  VERT ORDER  -  SECOND    CLASS 0
 JQ0087
 JQ0087.The horizontal coordinates were scaled from a topographic map and have
 JQ0087.an estimated accuracy of +/- 6 seconds.
 JQ0087
 JQ0087.The orthometric height was determined by differential leveling
 JQ0087.and adjusted by the National Geodetic Survey in June 1991..
 JQ0087
 JQ0087.The geoid height was determined by GEOID03.
 JQ0087
 JQ0087.The dynamic height is computed by dividing the NAVD 88
 JQ0087.geopotential number by the normal gravity value computed on the
 JQ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0087.degrees latitude (g = 980.6199 gals.).
 JQ0087
 JQ0087.The modeled gravity was interpolated from observed gravity values.
 JQ0087
 JQ0087;                    North         East    Units  Estimated Accuracy
 JQ0087;SPC NV C     - 6,422,080.      476,850.      MT  (+/- 180 meters Scaled)
 JQ0087
 JQ0087                          SUPERSEDED SURVEY CONTROL
 JQ0087
 JQ0087  NGVD 29 (??/??/92) 2065.882  (m)         6777.81   (f) ADJ UNCH    2 0
 JQ0087
 JQ0087.Superseded values are not recommended for survey control.
 JQ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0087.See file dsdata.txt to determine how the superseded data were derived.
 JQ0087
 JQ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC059672(NAD 83)
 JQ0087_MARKER: DB = BENCH MARK DISK
 JQ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0087_STAMPING: K 128 1934
 JQ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0087+STABILITY: SURFACE MOTION
 JQ0087
 JQ0087  HISTORY     - Date     Condition        Report By
 JQ0087  HISTORY     - 1934     MONUMENTED       CGS
 JQ0087  HISTORY     - 1968     GOOD             NGS
 JQ0087
 JQ0087                          STATION DESCRIPTION
 JQ0087
 JQ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0087'4.4 MI S FROM BELMONT.
 JQ0087'ABOUT 4.4 MILES SOUTH ALONG THE ROAD LEADING TO MANHATTAN FROM
 JQ0087'BELMONT, NYE COUNTY, ABOUT 0.3 MILE SOUTH OF A DIP INTO A SANDY
 JQ0087'SAGEBRUSH-COVERED WASH, ABOUT 0.1 MILE NORTH OF A Y-JUNCTION, AT THE
 JQ0087'TOP OF THE RISE OUT OF THE WASH, AND 17 FEET EAST OF THE CENTER LINE
 JQ0087'OF THE ROAD.  A STANDARD DISK, STAMPED K 128 1934 AND SET IN THE TOP
 JQ0087'OF A CONCRETE POST.
 JQ0087
 JQ0087                          STATION RECOVERY (1968)
 JQ0087
 JQ0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JQ0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0005 ***********************************************************************
 JQ0005  DESIGNATION -  K 129
 JQ0005  PID         -  JQ0005
 JQ0005  STATE/COUNTY-  NV/NYE
 JQ0005  USGS QUAD   -  HOBBLE CANYON (1968)
 JQ0005
 JQ0005                         *CURRENT SURVEY CONTROL
 JQ0005  ___________________________________________________________________
 JQ0005* NAD 83(1986)-  38 30 24.     (N)    116 18 28.     (W)     SCALED    
 JQ0005* NAVD 88     -      1688.935  (meters)    5541.11   (feet)  ADJUSTED  
 JQ0005  ___________________________________________________________________
 JQ0005  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 JQ0005  DYNAMIC HT  -        1687.091 (meters)    5535.06  (feet)  COMP
 JQ0005  MODELED GRAV-     979,478.0   (mgal)                       NAVD 88
 JQ0005
 JQ0005  VERT ORDER  -  SECOND    CLASS 0
 JQ0005
 JQ0005.The horizontal coordinates were scaled from a topographic map and have
 JQ0005.an estimated accuracy of +/- 6 seconds.
 JQ0005
 JQ0005.The orthometric height was determined by differential leveling
 JQ0005.and adjusted by the National Geodetic Survey in June 1991..
 JQ0005
 JQ0005.The geoid height was determined by GEOID03.
 JQ0005
 JQ0005.The dynamic height is computed by dividing the NAVD 88
 JQ0005.geopotential number by the normal gravity value computed on the
 JQ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0005.degrees latitude (g = 980.6199 gals.).
 JQ0005
 JQ0005.The modeled gravity was interpolated from observed gravity values.
 JQ0005
 JQ0005;                    North         East    Units  Estimated Accuracy
 JQ0005;SPC NV C     - 6,416,900.      531,300.      MT  (+/- 180 meters Scaled)
 JQ0005
 JQ0005                          SUPERSEDED SURVEY CONTROL
 JQ0005
 JQ0005  NGVD 29 (??/??/92) 1687.765  (m)         5537.28   (f) ADJ UNCH    2 0
 JQ0005
 JQ0005.Superseded values are not recommended for survey control.
 JQ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0005.See file dsdata.txt to determine how the superseded data were derived.
 JQ0005
 JQ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC603622(NAD 83)
 JQ0005_MARKER: DB = BENCH MARK DISK
 JQ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0005_STAMPING: K 129 1934
 JQ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0005+STABILITY: SURFACE MOTION
 JQ0005
 JQ0005  HISTORY     - Date     Condition        Report By
 JQ0005  HISTORY     - 1934     MONUMENTED       CGS
 JQ0005  HISTORY     - 1937     GOOD             NGS
 JQ0005
 JQ0005                          STATION DESCRIPTION
 JQ0005
 JQ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0005'2.0 MI E FROM HOT CREEK RANCH.
 JQ0005'ABOUT 2.0 MILES EAST ALONG THE ROAD LEADING TO SANDY SUMMIT FROM THE
 JQ0005'WILLIAMS RANCH HOUSE AT HOT CREEK RANCH, NYE COUNTY, AND 19 FEET SOUTH
 JQ0005'OF THE ROAD.  A STANDARD DISK, STAMPED K 129 1934 AND SET IN THE TOP
 JQ0005'OF A CONCRETE POST.
 JQ0005
 JQ0005                          STATION RECOVERY (1937)
 JQ0005
 JQ0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 JQ0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0401 ***********************************************************************
 JQ0401  DESIGNATION -  K 131
 JQ0401  PID         -  JQ0401
 JQ0401  STATE/COUNTY-  NV/NYE
 JQ0401  USGS QUAD   -  GABBS (1988)
 JQ0401
 JQ0401                         *CURRENT SURVEY CONTROL
 JQ0401  ___________________________________________________________________
 JQ0401* NAD 83(1986)-  38 51 46.     (N)    117 55 59.     (W)     SCALED    
 JQ0401* NAVD 88     -      1402.253  (meters)    4600.56   (feet)  ADJUSTED  
 JQ0401  ___________________________________________________________________
 JQ0401  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 JQ0401  DYNAMIC HT  -        1400.888 (meters)    4596.08  (feet)  COMP
 JQ0401  MODELED GRAV-     979,606.4   (mgal)                       NAVD 88
 JQ0401
 JQ0401  VERT ORDER  -  FIRST     CLASS II
 JQ0401
 JQ0401.The horizontal coordinates were scaled from a topographic map and have
 JQ0401.an estimated accuracy of +/- 6 seconds.
 JQ0401
 JQ0401.The orthometric height was determined by differential leveling
 JQ0401.and adjusted by the National Geodetic Survey in June 1991..
 JQ0401
 JQ0401.The geoid height was determined by GEOID03.
 JQ0401
 JQ0401.The dynamic height is computed by dividing the NAVD 88
 JQ0401.geopotential number by the normal gravity value computed on the
 JQ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0401.degrees latitude (g = 980.6199 gals.).
 JQ0401
 JQ0401.The modeled gravity was interpolated from observed gravity values.
 JQ0401
 JQ0401;                    North         East    Units  Estimated Accuracy
 JQ0401;SPC NV C     - 6,457,130.      390,100.      MT  (+/- 180 meters Scaled)
 JQ0401
 JQ0401                          SUPERSEDED SURVEY CONTROL
 JQ0401
 JQ0401  NGVD 29 (??/??/92) 1401.243  (m)         4597.24   (f) ADJ UNCH    1 2
 JQ0401
 JQ0401.Superseded values are not recommended for survey control.
 JQ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0401.See file dsdata.txt to determine how the superseded data were derived.
 JQ0401
 JQ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD190019(NAD 83)
 JQ0401_MARKER: DB = BENCH MARK DISK
 JQ0401_SETTING: 80 = SET IN A BOULDER
 JQ0401_STAMPING: K 131 1934
 JQ0401_MARK LOGO: CGS   
 JQ0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0401+STABILITY: SURFACE MOTION
 JQ0401
 JQ0401  HISTORY     - Date     Condition        Report By
 JQ0401  HISTORY     - 1934     MONUMENTED       CGS
 JQ0401  HISTORY     - 1955     GOOD             NGS
 JQ0401  HISTORY     - 1984     GOOD             NGS
 JQ0401
 JQ0401                          STATION DESCRIPTION
 JQ0401
 JQ0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JQ0401'1.4 MI SW FROM GABBS.
 JQ0401'0.4 MILE SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS, THENCE
 JQ0401'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 23, THENCE 0.4 MILE WEST ALONG
 JQ0401'THIRD STREET, THENCE 0.1 MILE NORTHEAST ALONG A DIM TRACK ROAD, IN THE
 JQ0401'TOP OF A REDDISH BROWN GRANITE BOULDER PROJECTING 2 1/2 FEET ABOVE THE
 JQ0401'GROUND, 44 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND
 JQ0401'ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
 JQ0401
 JQ0401                          STATION RECOVERY (1984)
 JQ0401
 JQ0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0401'RECOVERED IN GOOD CONDITION.  NOTE--STATE HIGHWAY 23 IS NOW STATE
 JQ0401'HIGHWAY 361.
 JQ0401'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0048 ***********************************************************************
 JR0048  DESIGNATION -  K 132
 JR0048  PID         -  JR0048
 JR0048  STATE/COUNTY-  NV/MINERAL
 JR0048  USGS QUAD   -  COREY PEAK (1989)
 JR0048
 JR0048                         *CURRENT SURVEY CONTROL
 JR0048  ___________________________________________________________________
 JR0048* NAD 83(1994)-  38 22 55.87987(N)    118 48 00.71448(W)     ADJUSTED  
 JR0048* NAVD 88     -      2095.64   (+/-2cm)    6875.4    (feet)  VERTCON   
 JR0048  ___________________________________________________________________
 JR0048  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 JR0048  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 JR0048
 JR0048  HORZ ORDER  -  THIRD
 JR0048  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0048
 JR0048.The horizontal coordinates were established by classical geodetic methods
 JR0048.and adjusted by the National Geodetic Survey in June 1998..
 JR0048
 JR0048.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0048.The vertical order pertains to the NGVD 29 superseded value.
 JR0048
 JR0048.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0048
 JR0048.The geoid height was determined by GEOID03.
 JR0048
 JR0048;                    North         East     Units Scale Factor Converg.
 JR0048;SPC NV W     - 4,403,044.646   781,053.365   MT  0.99990442   -0 08 04.8
 JR0048;SPC NV W     -14,445,655.64  2,562,505.92   sFT  0.99990442   -0 08 04.8
 JR0048;UTM  11      - 4,249,755.036   342,765.184   MT  0.99990447   -1 07 04.7
 JR0048
 JR0048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0048!SPC NV W     -   0.99967513  x   0.99990442  =   0.99957958
 JR0048!UTM  11      -   0.99967513  x   0.99990447  =   0.99957963
 JR0048
 JR0048:                Primary Azimuth Mark                     Grid Az
 JR0048:SPC NV W     -  CORY PK                                  012 11 36.6
 JR0048:UTM  11      -  CORY PK                                  013 10 36.5
 JR0048
 JR0048|---------------------------------------------------------------------|
 JR0048| PID    Reference Object                     Distance      Geod. Az  |
 JR0048|                                                           dddmmss.s |
 JR0048| JR1324 CORY PK                             APPROX. 7.5 KM 0120331.8 |
 JR0048|---------------------------------------------------------------------|
 JR0048
 JR0048                          SUPERSEDED SURVEY CONTROL
 JR0048
 JR0048  NAD 83(1992)-  38 22 55.87955(N)    118 48 00.71321(W) AD(       ) 3
 JR0048  NGVD 29 (??/??/92) 2094.283  (m)         6870.99   (f) ADJ UNCH    2 0
 JR0048
 JR0048.Superseded values are not recommended for survey control.
 JR0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0048.See file dsdata.txt to determine how the superseded data were derived.
 JR0048
 JR0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC4276549755(NAD 83)
 JR0048_MARKER: DB = BENCH MARK DISK
 JR0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0048_STAMPING: K 132 1934
 JR0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0048+STABILITY: SURFACE MOTION
 JR0048
 JR0048  HISTORY     - Date     Condition        Report By
 JR0048  HISTORY     - 1934     MONUMENTED       CGS
 JR0048  HISTORY     - 1940     GOOD             NGS
 JR0048  HISTORY     - 1955     GOOD             USGS
 JR0048  HISTORY     - 19850531 MARK NOT FOUND   USGS
 JR0048
 JR0048                          STATION DESCRIPTION
 JR0048
 JR0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0048'16.2 MI SW FROM HAWTHORNE.
 JR0048'16.2 MILES SOUTHWEST ALONG THE ROAD LEADING TO BRIDGEPORT,
 JR0048'CALIFORNIA, FROM HAWTHORNE, MINERAL COUNTY, 5.6 MILES NORTHEAST
 JR0048'OF FLETCHERS STATION, 38 FEET NORTH OF THE CENTERLINE OF THE
 JR0048'ROAD, NEAR A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET
 JR0048'ABOVE THE LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED K 132 1934
 JR0048'AND SET IN THE TOP OF A CONCRETE POST.
 JR0048
 JR0048                          STATION RECOVERY (1955)
 JR0048
 JR0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JR0048'DESCRIBED BY U.S. COAST AND GEODETIC SURVEY IN NEVADA LEVEL LINE NO.
 JR0048'12 AS FOLLOWS.
 JR0048'
 JR0048'K 132 - ABOUT 16.2 MI. SW. ALONG THE RD. LEADING TO BRIDGEPORT,
 JR0048'CALIFORNIA, FROM HAWTHORNE, MINERAL COUNTY, AND 38 FT. N. OF CENTER
 JR0048'OF RD.  STANDARD DISK STAMPED----K 132 1934----SET IN TOP OF CONCRETE
 JR0048'POST.
 JR0048'
 JR0048'NOTE BY USGS, 1954--LOCATED ABOUT 13.5 MI. SW. OF HAWTHORNE, 5.8 MI.
 JR0048'NE. OF FLETCHER, 50 FT. W. OF CENTER OF LUCKY BOY GRADE ROAD.
 JR0048'
 JR0048'TO REACH FROM HAWTHORNE P.O., DRIVE S. ON STATE HIGHWAY 31 FOR 4.0
 JR0048'MI., TURN RIGHT ON LUCKY BOY GRADE ROAD FOR 14.7 MI.  STATION IS
 JR0048'ABOUT 50 FT. W. OF CENTER OF RD. AT THIS POINT.
 JR0048'
 JR0048'STATION MARK--C AND GS BENCH MARK STAMPED----K 132 1934----SET IN
 JR0048'TOP OF CONCRETE POST.
 JR0048'
 JR0048'NOTE BY USGS, 1955--STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD
 JR0048'CONDITION.
 JR0048
 JR0048                          STATION RECOVERY (1985)
 JR0048
 JR0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JCR)
 JR0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR0253 ***********************************************************************
 HR0253  DESIGNATION -  K 133 RESET
 HR0253  PID         -  HR0253
 HR0253  STATE/COUNTY-  NV/MINERAL
 HR0253  USGS QUAD   -  TRUMAN MEADOWS (1994)
 HR0253
 HR0253                         *CURRENT SURVEY CONTROL
 HR0253  ___________________________________________________________________
 HR0253* NAD 83(1986)-  37 56 36.     (N)    118 22 54.     (W)     SCALED    
 HR0253* NAVD 88     -      1904.82   (+/-2cm)    6249.4    (feet)  VERTCON   
 HR0253  ___________________________________________________________________
 HR0253  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 HR0253
 HR0253  VERT ORDER  -  THIRD (See Below)
 HR0253
 HR0253.The horizontal coordinates were scaled from a topographic map and have
 HR0253.an estimated accuracy of +/- 6 seconds.
 HR0253
 HR0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0253.The vertical order pertains to the NGVD 29 superseded value.
 HR0253
 HR0253.The geoid height was determined by GEOID03.
 HR0253
 HR0253;                    North         East    Units  Estimated Accuracy
 HR0253;SPC NV W     - 4,354,330.      817,730.      MT  (+/- 180 meters Scaled)
 HR0253
 HR0253                          SUPERSEDED SURVEY CONTROL
 HR0253
 HR0253  NGVD 29 (07/31/00) 1903.47   (m)         6245.0    (f) RESET       3  
 HR0253
 HR0253.Superseded values are not recommended for survey control.
 HR0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0253.See file dsdata.txt to determine how the superseded data were derived.
 HR0253
 HR0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC785004(NAD 83)
 HR0253_MARKER: DB = BENCH MARK DISK
 HR0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HR0253_SP_SET: CONCRETE
 HR0253_STAMPING: K 133 RESET 1960
 HR0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0253
 HR0253  HISTORY     - Date     Condition        Report By
 HR0253  HISTORY     - 1960     MONUMENTED       NVDH
 HR0253  HISTORY     - 1962     GOOD             NGS
 HR0253
 HR0253                          STATION DESCRIPTION
 HR0253
 HR0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HR0253'4.4 MI SW FROM MONTGOMERY PASS.
 HR0253'4.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE BAR AND CAFE AT
 HR0253'MONTGOMERY PASS, 4.1 MILES NORTHEAST OF CALIFORNIA-NEVADA
 HR0253'STATELINE, 97.5 FEET WEST OF HIGHWAY ENGINEERS STATION A 216+50,
 HR0253'167.4 FEET AND S 52 DEG 19 MIN 15 SEC W OF SOUTHWEST WINGWALL OF
 HR0253'6 FT X 6 FT CONCRETE CULVERT, IMBEDDED IN CONCRETE 6 N ABOVE
 HR0253'GROUND AND 2.9 FEET BELOW THE HIGHWAY ELEVATION, MARKED BY A 4 IN
 HR0253'X 4 IN WHITE POST 3 FEET FROM DISK ON OPPOSITE SIDE FROM THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0376 ***********************************************************************
 HQ0376  DESIGNATION -  K 134
 HQ0376  PID         -  HQ0376
 HQ0376  STATE/COUNTY-  NV/ESMERALDA
 HQ0376  USGS QUAD   -  MC MAHON RIDGE (1987)
 HQ0376
 HQ0376                         *CURRENT SURVEY CONTROL
 HQ0376  ___________________________________________________________________
 HQ0376* NAD 83(1986)-  37 51 38.     (N)    117 15 00.     (W)     SCALED    
 HQ0376* NAVD 88     -      1522.432  (meters)    4994.85   (feet)  ADJUSTED  
 HQ0376  ___________________________________________________________________
 HQ0376  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 HQ0376  DYNAMIC HT  -        1520.785 (meters)    4989.44  (feet)  COMP
 HQ0376  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 HQ0376
 HQ0376  VERT ORDER  -  FIRST     CLASS II
 HQ0376
 HQ0376.The horizontal coordinates were scaled from a topographic map and have
 HQ0376.an estimated accuracy of +/- 6 seconds.
 HQ0376
 HQ0376.The orthometric height was determined by differential leveling
 HQ0376.and adjusted by the National Geodetic Survey in June 1991..
 HQ0376
 HQ0376.The geoid height was determined by GEOID03.
 HQ0376
 HQ0376.The dynamic height is computed by dividing the NAVD 88
 HQ0376.geopotential number by the normal gravity value computed on the
 HQ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0376.degrees latitude (g = 980.6199 gals.).
 HQ0376
 HQ0376.The modeled gravity was interpolated from observed gravity values.
 HQ0376
 HQ0376;                    North         East    Units  Estimated Accuracy
 HQ0376;SPC NV W     - 4,345,970.      917,320.      MT  (+/- 180 meters Scaled)
 HQ0376
 HQ0376                          SUPERSEDED SURVEY CONTROL
 HQ0376
 HQ0376  NGVD 29 (??/??/92) 1521.340  (m)         4991.26   (f) ADJ UNCH    1 2
 HQ0376
 HQ0376.Superseded values are not recommended for survey control.
 HQ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0376.See file dsdata.txt to determine how the superseded data were derived.
 HQ0376
 HQ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB780903(NAD 83)
 HQ0376_MARKER: DB = BENCH MARK DISK
 HQ0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0376_STAMPING: K 134 1955
 HQ0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0376+STABILITY: SURFACE MOTION
 HQ0376
 HQ0376  HISTORY     - Date     Condition        Report By
 HQ0376  HISTORY     - 1955     MONUMENTED       CGS
 HQ0376
 HQ0376                          STATION DESCRIPTION
 HQ0376
 HQ0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0376'11.2 MI N FROM GOLDFIELD.
 HQ0376'9.9 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0376'AT GOLDFIELD, THENCE 0.3 MILE WEST ALONG A TRACK ROAD, THENCE 1.0
 HQ0376'MILE NORTH ALONG AN ABANDONED TONOPAH AND GOLDFIELD RAILROAD
 HQ0376'BED, 51 FEET EAST OF AND ACROSS A TRACK ROAD FROM THE CENTER
 HQ0376'LINE OF THE RAILROAD BED, 35 1/2 FEET EAST OF THE CENTER LINE
 HQ0376'OF THE TRACK ROAD, 2.2 FEET WEST OF A WITNESS POST, ABOUT 1/2
 HQ0376'FOOT LOWER THAN THE RAILROAD BED, AND SET IN THE TOP OF A
 HQ0376'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0586 ***********************************************************************
 HQ0586  DESIGNATION -  K 135
 HQ0586  PID         -  HQ0586
 HQ0586  STATE/COUNTY-  NV/NYE
 HQ0586  USGS QUAD   -  STONEWALL PASS (1968)
 HQ0586
 HQ0586                         *CURRENT SURVEY CONTROL
 HQ0586  ___________________________________________________________________
 HQ0586* NAD 83(1986)-  37 29 12.     (N)    117 09 40.     (W)     SCALED    
 HQ0586* NAVD 88     -      1425.40   (+/-2cm)    4676.5    (feet)  VERTCON   
 HQ0586  ___________________________________________________________________
 HQ0586  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 HQ0586
 HQ0586  VERT ORDER  -  FIRST     CLASS II (See Below)
 HQ0586
 HQ0586.The horizontal coordinates were scaled from a topographic map and have
 HQ0586.an estimated accuracy of +/- 6 seconds.
 HQ0586
 HQ0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0586.The vertical order pertains to the NGVD 29 superseded value.
 HQ0586
 HQ0586.The geoid height was determined by GEOID03.
 HQ0586
 HQ0586;                    North         East    Units  Estimated Accuracy
 HQ0586;SPC NV C     - 6,303,750.      456,280.      MT  (+/- 180 meters Scaled)
 HQ0586
 HQ0586                          SUPERSEDED SURVEY CONTROL
 HQ0586
 HQ0586  NGVD 29 (??/??/92) 1424.33   (m)         4673.0    (f) COMPUTED    1 2
 HQ0586
 HQ0586.Superseded values are not recommended for survey control.
 HQ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0586.See file dsdata.txt to determine how the superseded data were derived.
 HQ0586
 HQ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB857488(NAD 83)
 HQ0586_MARKER: DB = BENCH MARK DISK
 HQ0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0586_STAMPING: K 135 1955
 HQ0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0586+STABILITY: SURFACE MOTION
 HQ0586
 HQ0586  HISTORY     - Date     Condition        Report By
 HQ0586  HISTORY     - 1955     MONUMENTED       CGS
 HQ0586
 HQ0586                          STATION DESCRIPTION
 HQ0586
 HQ0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0586'20 MI S FROM GOLDFIELD.
 HQ0586'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE
 HQ0586'AT GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD,
 HQ0586'THENCE 14.4 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS
 HQ0586'AND TONOPAH RAILROAD, 0.1 MILE SOUTH OF THE Y JUNCITON OF AN
 HQ0586'ABANDONED SPUR LEADING NORTHWEST, 60 1/2 FEET WEST OF AND ACROSS
 HQ0586'A TRACK ROAD FROM THE CENTER LINE OF THE RAILROAD BED, 2.1 FEET
 HQ0586'EAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE RAILROAD
 HQ0586'BED, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 HQ0586'ABOVE THE GROUND.  THIS MARK MAY ALSO BE REACHED BY GOING ABOUT
 HQ0586'15.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0586'AT GOLDFIELD TO THE JUNCTION OF A TRACK ROAD (0.2 MILE SOUTH OF
 HQ0586'THE JUNCTION OF STATE HIGHWAY 3), THENCE 1.1 MILES SOUTHEAST
 HQ0586'SOUTHEAST ALONG THE TRACK ROAD, THENCE 0.6 MILE SOUTH ALONG THE
 HQ0586'ABANDONED RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0124 ***********************************************************************
 GR0124  DESIGNATION -  K 136
 GR0124  PID         -  GR0124
 GR0124  STATE/COUNTY-  NV/CLARK
 GR0124  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0124
 GR0124                         *CURRENT SURVEY CONTROL
 GR0124  ___________________________________________________________________
 GR0124* NAD 83(1986)-  36 46 22.     (N)    114 09 12.     (W)     SCALED    
 GR0124* NAVD 88     -       479.591  (meters)    1573.46   (feet)  POSTED    
 GR0124  ___________________________________________________________________
 GR0124  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 GR0124  DYNAMIC HT  -         479.120 (meters)    1571.91  (feet)  COMP
 GR0124  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 GR0124
 GR0124  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0124
 GR0124.The horizontal coordinates were scaled from a topographic map and have
 GR0124.an estimated accuracy of +/- 6 seconds.
 GR0124
 GR0124.The orthometric height was determined by differential leveling
 GR0124.and adjusted by the National Geodetic Survey in 1992..
 GR0124.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0124.rate of 0.0 thru 1.0 mm/km.
 GR0124
 GR0124.The geoid height was determined by GEOID03.
 GR0124
 GR0124.The dynamic height is computed by dividing the NAVD 88
 GR0124.geopotential number by the normal gravity value computed on the
 GR0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0124.degrees latitude (g = 980.6199 gals.).
 GR0124
 GR0124.The modeled gravity was interpolated from observed gravity values.
 GR0124
 GR0124;                    North         East    Units  Estimated Accuracy
 GR0124;SPC NV E     - 8,225,370.      327,660.      MT  (+/- 180 meters Scaled)
 GR0124
 GR0124                          SUPERSEDED SURVEY CONTROL
 GR0124
 GR0124  NGVD 29 (??/??/92)  478.903  (m)         1571.20   (f) ADJ UNCH    2 0
 GR0124
 GR0124.Superseded values are not recommended for survey control.
 GR0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0124.See file dsdata.txt to determine how the superseded data were derived.
 GR0124
 GR0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA540734(NAD 83)
 GR0124_MARKER: DD = SURVEY DISK
 GR0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0124_SP_SET: CONCRETE BLOCK
 GR0124_STAMPING: SEE TEXT
 GR0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0124
 GR0124  HISTORY     - Date     Condition        Report By
 GR0124  HISTORY     - 1957     MONUMENTED       NVDH
 GR0124  HISTORY     - 1957     GOOD             NGS
 GR0124  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0124
 GR0124                          STATION DESCRIPTION
 GR0124
 GR0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0124'4.55 MI W FROM MESQUITE.
 GR0124'4.55 MILE WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0124'100 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 2.2 FEET SOUTH
 GR0124'OF A BLACK AND WHITE IRON REFERENCE POST PROJECTING ABOUT 18 INCHES. A
 GR0124'STANDARD DISK SET IN A ROUND CONCRETE BLOCK FLUSH WITH THE GROUND.
 GR0124'STAMPED DIST 100 FT STA F 359 + 83.22 PT ANGLE 63 O RT K 136 1957 ELEV
 GR0124'1571.82.
 GR0124
 GR0124                          STATION RECOVERY (1982)
 GR0124
 GR0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0153 ***********************************************************************
 GR0153  DESIGNATION -  K 137
 GR0153  PID         -  GR0153
 GR0153  STATE/COUNTY-  NV/CLARK
 GR0153  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0153
 GR0153                         *CURRENT SURVEY CONTROL
 GR0153  ___________________________________________________________________
 GR0153* NAD 83(1986)-  36 46 09.     (N)    114 13 48.     (W)     SCALED    
 GR0153* NAVD 88     -       549.928  (meters)    1804.22   (feet)  POSTED    
 GR0153  ___________________________________________________________________
 GR0153  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GR0153  DYNAMIC HT  -         549.390 (meters)    1802.46  (feet)  COMP
 GR0153  MODELED GRAV-     979,641.0   (mgal)                       NAVD 88
 GR0153
 GR0153  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0153
 GR0153.The horizontal coordinates were scaled from a topographic map and have
 GR0153.an estimated accuracy of +/- 6 seconds.
 GR0153
 GR0153.The orthometric height was determined by differential leveling
 GR0153.and adjusted by the National Geodetic Survey in 1992..
 GR0153.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0153.rate of 0.0 thru 1.0 mm/km.
 GR0153
 GR0153.The geoid height was determined by GEOID03.
 GR0153
 GR0153.The dynamic height is computed by dividing the NAVD 88
 GR0153.geopotential number by the normal gravity value computed on the
 GR0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0153.degrees latitude (g = 980.6199 gals.).
 GR0153
 GR0153.The modeled gravity was interpolated from observed gravity values.
 GR0153
 GR0153;                    North         East    Units  Estimated Accuracy
 GR0153;SPC NV E     - 8,224,870.      320,820.      MT  (+/- 180 meters Scaled)
 GR0153
 GR0153                          SUPERSEDED SURVEY CONTROL
 GR0153
 GR0153  NGVD 29 (??/??/92)  549.237  (m)         1801.96   (f) ADJ UNCH    2 0
 GR0153
 GR0153.Superseded values are not recommended for survey control.
 GR0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0153.See file dsdata.txt to determine how the superseded data were derived.
 GR0153
 GR0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA472728(NAD 83)
 GR0153_MARKER: DD = SURVEY DISK
 GR0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0153_STAMPING: SEE TEXT
 GR0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0153+STABILITY: SURFACE MOTION
 GR0153
 GR0153  HISTORY     - Date     Condition        Report By
 GR0153  HISTORY     - 1957     MONUMENTED       NVDH
 GR0153  HISTORY     - 1957     GOOD             NGS
 GR0153  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0153
 GR0153                          STATION DESCRIPTION
 GR0153
 GR0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0153'9.9 MI W FROM MESQUITE.
 GR0153'9.9 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0153'50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET EAST OF A
 GR0153'DRAINAGE DITCH AND 2.5 FEET NORTH OF A BLACK AND WHITE IRON REFERENCE
 GR0153'POST, SET IN A CONCRETE POST FLUSH WITH THE GROUND. STAMPED DIST 50 FT
 GR0153'STA F 117 + 66.49 PT ANGLE 90 O ELEV 1801.94 K 137 1957.
 GR0153
 GR0153                          STATION RECOVERY (1982)
 GR0153
 GR0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0178 ***********************************************************************
 GR0178  DESIGNATION -  K 138
 GR0178  PID         -  GR0178
 GR0178  STATE/COUNTY-  NV/CLARK
 GR0178  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0178
 GR0178                         *CURRENT SURVEY CONTROL
 GR0178  ___________________________________________________________________
 GR0178* NAD 83(1986)-  36 46 23.     (N)    114 17 42.     (W)     SCALED    
 GR0178* NAVD 88     -       652.246  (meters)    2139.91   (feet)  ADJUSTED  
 GR0178  ___________________________________________________________________
 GR0178  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 GR0178  DYNAMIC HT  -         651.602 (meters)    2137.80  (feet)  COMP
 GR0178  MODELED GRAV-     979,624.0   (mgal)                       NAVD 88
 GR0178
 GR0178  VERT ORDER  -  FIRST     CLASS II
 GR0178
 GR0178.The horizontal coordinates were scaled from a topographic map and have
 GR0178.an estimated accuracy of +/- 6 seconds.
 GR0178
 GR0178.The orthometric height was determined by differential leveling
 GR0178.and adjusted by the National Geodetic Survey in June 1991..
 GR0178
 GR0178.The geoid height was determined by GEOID03.
 GR0178
 GR0178.The dynamic height is computed by dividing the NAVD 88
 GR0178.geopotential number by the normal gravity value computed on the
 GR0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0178.degrees latitude (g = 980.6199 gals.).
 GR0178
 GR0178.The modeled gravity was interpolated from observed gravity values.
 GR0178
 GR0178;                    North         East    Units  Estimated Accuracy
 GR0178;SPC NV E     - 8,225,220.      315,010.      MT  (+/- 180 meters Scaled)
 GR0178
 GR0178                          SUPERSEDED SURVEY CONTROL
 GR0178
 GR0178  NGVD 29 (??/??/92)  651.551  (m)         2137.63   (f) ADJ UNCH    1 2
 GR0178
 GR0178.Superseded values are not recommended for survey control.
 GR0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0178.See file dsdata.txt to determine how the superseded data were derived.
 GR0178
 GR0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA414731(NAD 83)
 GR0178_MARKER: DD = SURVEY DISK
 GR0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0178_SP_SET: CONCRETE BLOCK
 GR0178_STAMPING: SEE TEXT
 GR0178_MARK LOGO: NVDH  
 GR0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0178
 GR0178  HISTORY     - Date     Condition        Report By
 GR0178  HISTORY     - 1957     MONUMENTED       NVDH
 GR0178  HISTORY     - 1957     GOOD             NGS
 GR0178  HISTORY     - 1982     GOOD             NGS
 GR0178
 GR0178                          STATION DESCRIPTION
 GR0178
 GR0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0178'13.55 MI SW FROM MESQUITE.
 GR0178'13.55 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0178'OFFICE IN MESQUITE, 14.6 MILES EASTERLY FROM THE JUNCTION WITH STATE
 GR0178'ROUTE 12, 150.30 FEET NORTH OF THE SOUTH ROAD RIGHT-OF-WAY MARKER
 GR0178'POST, 49.70 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 100
 GR0178'YARDS WEST OF A GUARD RAIL ON THE SOUTH SIDE OF THE HIGHWAY.  A
 GR0178'STANDARD DISK, SET IN A ROUND CONCRETE BLOCK SET FLUSH WITH THE GROUND
 GR0178'SURFACE.  STAMPED DIST 49.70 STA X 669 + 13.75 POT ANGLE 90 O K 138
 GR0178'1957.
 GR0178
 GR0178                          STATION RECOVERY (1982)
 GR0178
 GR0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0178'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0178'28.4 KM (17.75 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST
 GR0178'END OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 0.31 KM (0.2 MI)
 GR0178'SOUTHWEST OF MILEPOST 109, 0.15 KM (0.1 MI) SOUTHWEST OF THE CENTER OF
 GR0178'A LARGE WASH, 15.0 METERS (49.5 FT) SOUTHEAST OF THE NORTH BOUND
 GR0178'CENTERLINE, 45.9 METERS (150.5 FT) NORTHWEST OF THE RIGHT OF WAY
 GR0178'FENCE, 36.0 METERS (118 FT) SOUTHWEST OF THE SOUTHWEST END OF A STEEL
 GR0178'GUARD RAIL, 30.5 METERS (100 FT) SOUTHEAST ACROSS THE HIGHWAY FROM BM
 GR0178'J 138 NHD.
 GR0178'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 GR0178'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0205 ***********************************************************************
 GR0205  DESIGNATION -  K 139
 GR0205  PID         -  GR0205
 GR0205  STATE/COUNTY-  NV/CLARK
 GR0205  USGS QUAD   -  OVERTON NW (1983)
 GR0205
 GR0205                         *CURRENT SURVEY CONTROL
 GR0205  ___________________________________________________________________
 GR0205* NAD 83(1986)-  36 44 54.     (N)    114 24 26.     (W)     SCALED    
 GR0205* NAVD 88     -       618.706  (meters)    2029.87   (feet)  POSTED    
 GR0205  ___________________________________________________________________
 GR0205  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 GR0205  DYNAMIC HT  -         618.100 (meters)    2027.88  (feet)  COMP
 GR0205  MODELED GRAV-     979,635.5   (mgal)                       NAVD 88
 GR0205
 GR0205  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0205
 GR0205.The horizontal coordinates were scaled from a topographic map and have
 GR0205.an estimated accuracy of +/- 6 seconds.
 GR0205
 GR0205.The orthometric height was determined by differential leveling
 GR0205.and adjusted by the National Geodetic Survey in 1992..
 GR0205.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0205.rate of 4.1 thru 8.0 mm/km.
 GR0205
 GR0205.The geoid height was determined by GEOID03.
 GR0205
 GR0205.The dynamic height is computed by dividing the NAVD 88
 GR0205.geopotential number by the normal gravity value computed on the
 GR0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0205.degrees latitude (g = 980.6199 gals.).
 GR0205
 GR0205.The modeled gravity was interpolated from observed gravity values.
 GR0205
 GR0205;                    North         East    Units  Estimated Accuracy
 GR0205;SPC NV E     - 8,222,350.      305,020.      MT  (+/- 180 meters Scaled)
 GR0205
 GR0205                          SUPERSEDED SURVEY CONTROL
 GR0205
 GR0205  NGVD 29 (??/??/92)  618.012  (m)         2027.59   (f) ADJ UNCH    2 0
 GR0205
 GR0205.Superseded values are not recommended for survey control.
 GR0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0205.See file dsdata.txt to determine how the superseded data were derived.
 GR0205
 GR0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA314700(NAD 83)
 GR0205_MARKER: DD = SURVEY DISK
 GR0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0205_STAMPING: SEE TEXT
 GR0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0205+STABILITY: SURFACE MOTION
 GR0205
 GR0205  HISTORY     - Date     Condition        Report By
 GR0205  HISTORY     - 1957     MONUMENTED       NVDH
 GR0205  HISTORY     - 1957     GOOD             NGS
 GR0205  HISTORY     - 1979     GOOD             USGS
 GR0205
 GR0205                          STATION DESCRIPTION
 GR0205
 GR0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0205'19.85 MI SW FROM MESQUITE.
 GR0205'19.85 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0205'OFFICE IN MESQUITE, 8.3 MILES EASTERLY FROM THE JUNCTION WITH STATE
 GR0205'ROUTE 12, 150.86 FEET SOUTH OF THE NORTH ROAD RIGHT-OF-WAY MARKER
 GR0205'POST, 49.14 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A
 GR0205'ROUND CONCRETE POST FLUSH WITH THE GROUND.  STAMPED DIST 49.14 STA 329
 GR0205'+ 96.81 ANGLE 90 O K 139 1957.
 GR0205
 GR0205                          STATION RECOVERY (1979)
 GR0205
 GR0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0205'JUNCTION OF INTERSTATE 15 AND STATE ROUTE 12. 8.3 MI. NE ALONG
 GR0205'INTERSTATE 15. 49 FT. NORTH OF THE CENTERLINE OF THE NORTH BOUND
 GR0205'LANE. A NEVADA HIGHWAY DEPT. TABLET STAMPED DIST 49.14 STA 329 +
 GR0205'96.81 ANGLE 90 DEG K 139 1957 AND SET IN A CONCRETE POST FLUSH WITH
 GR0205'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0272 ***********************************************************************
 JQ0272  DESIGNATION -  K 14
 JQ0272  PID         -  JQ0272
 JQ0272  STATE/COUNTY-  NV/ESMERALDA
 JQ0272  USGS QUAD   -  BLAIR JUNCTION (1968)
 JQ0272
 JQ0272                         *CURRENT SURVEY CONTROL
 JQ0272  ___________________________________________________________________
 JQ0272* NAD 83(1986)-  38 01 06.     (N)    117 50 00.     (W)     SCALED    
 JQ0272* NAVD 88     -      1497.721  (meters)    4913.77   (feet)  ADJUSTED  
 JQ0272  ___________________________________________________________________
 JQ0272  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 JQ0272  DYNAMIC HT  -        1496.122 (meters)    4908.53  (feet)  COMP
 JQ0272  MODELED GRAV-     979,509.5   (mgal)                       NAVD 88
 JQ0272
 JQ0272  VERT ORDER  -  FIRST     CLASS II
 JQ0272
 JQ0272.The horizontal coordinates were scaled from a topographic map and have
 JQ0272.an estimated accuracy of +/- 6 seconds.
 JQ0272
 JQ0272.The orthometric height was determined by differential leveling
 JQ0272.and adjusted by the National Geodetic Survey in June 1991..
 JQ0272
 JQ0272.The geoid height was determined by GEOID03.
 JQ0272
 JQ0272.The dynamic height is computed by dividing the NAVD 88
 JQ0272.geopotential number by the normal gravity value computed on the
 JQ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0272.degrees latitude (g = 980.6199 gals.).
 JQ0272
 JQ0272.The modeled gravity was interpolated from observed gravity values.
 JQ0272
 JQ0272;                    North         East    Units  Estimated Accuracy
 JQ0272;SPC NV W     - 4,362,900.      865,850.      MT  (+/- 180 meters Scaled)
 JQ0272
 JQ0272                          SUPERSEDED SURVEY CONTROL
 JQ0272
 JQ0272  NGVD 29 (??/??/92) 1496.593  (m)         4910.07   (f) ADJ UNCH    1 2
 JQ0272
 JQ0272.Superseded values are not recommended for survey control.
 JQ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0272.See file dsdata.txt to determine how the superseded data were derived.
 JQ0272
 JQ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC268081(NAD 83)
 JQ0272_MARKER: DD = SURVEY DISK
 JQ0272_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JQ0272_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JQ0272_STAMPING: K 14 1915 4910.184
 JQ0272_MARK LOGO: CGS   
 JQ0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0272
 JQ0272  HISTORY     - Date     Condition        Report By
 JQ0272  HISTORY     - 1915     MONUMENTED       CGS
 JQ0272  HISTORY     - 1953     GOOD             NGS
 JQ0272  HISTORY     - 1984     GOOD             NGS
 JQ0272
 JQ0272                          STATION DESCRIPTION
 JQ0272
 JQ0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0272'3.1 MI E FROM COALDALE.
 JQ0272'3.1 MILES EAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF THE
 JQ0272'HIGHWAYS AT COALDALE, 0.7 MILE WEST OF THE CROSSING OF AN ABANDONED
 JQ0272'RAILROAD BED, 216.5 FEET NORTHEAST OF AND ACROSS THE OLD RAILROAD BED
 JQ0272'FROM THE CENTER LINE OF THE HIGHWAY 190 FEET SOUTHWEST OF A TELEPHONE
 JQ0272'POLE, 76 FEET NORTHEAST OF THE CENTER LINE OF THE RAILROAD BED, 1.5
 JQ0272'FEET SOUTHWEST OF A WITNESS POST, ABOUT 8 FEET LOWER THAN THE HIGHWAY,
 JQ0272'AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE
 JQ0272'THE GROUND.
 JQ0272
 JQ0272                          STATION RECOVERY (1984)
 JQ0272
 JQ0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0236 ***********************************************************************
 GR0236  DESIGNATION -  K 140
 GR0236  PID         -  GR0236
 GR0236  STATE/COUNTY-  NV/CLARK
 GR0236  USGS QUAD   -  OVERTON NW (1983)
 GR0236
 GR0236                         *CURRENT SURVEY CONTROL
 GR0236  ___________________________________________________________________
 GR0236* NAD 83(1986)-  36 41 45.     (N)    114 29 57.     (W)     SCALED    
 GR0236* NAVD 88     -       627.599  (meters)    2059.05   (feet)  POSTED    
 GR0236  ___________________________________________________________________
 GR0236  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GR0236  DYNAMIC HT  -         626.990 (meters)    2057.05  (feet)  COMP
 GR0236  MODELED GRAV-     979,639.0   (mgal)                       NAVD 88
 GR0236
 GR0236  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0236
 GR0236.The horizontal coordinates were scaled from a topographic map and have
 GR0236.an estimated accuracy of +/- 6 seconds.
 GR0236
 GR0236.The orthometric height was determined by differential leveling
 GR0236.and adjusted by the National Geodetic Survey in 1992..
 GR0236.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0236.rate of 0.0 thru 1.0 mm/km.
 GR0236
 GR0236.The geoid height was determined by GEOID03.
 GR0236
 GR0236.The dynamic height is computed by dividing the NAVD 88
 GR0236.geopotential number by the normal gravity value computed on the
 GR0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0236.degrees latitude (g = 980.6199 gals.).
 GR0236
 GR0236.The modeled gravity was interpolated from observed gravity values.
 GR0236
 GR0236;                    North         East    Units  Estimated Accuracy
 GR0236;SPC NV E     - 8,216,420.      296,880.      MT  (+/- 180 meters Scaled)
 GR0236
 GR0236                          SUPERSEDED SURVEY CONTROL
 GR0236
 GR0236  NGVD 29 (??/??/92)  626.924  (m)         2056.83   (f) ADJ UNCH    2 0
 GR0236
 GR0236.Superseded values are not recommended for survey control.
 GR0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0236.See file dsdata.txt to determine how the superseded data were derived.
 GR0236
 GR0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA234640(NAD 83)
 GR0236_MARKER: DD = SURVEY DISK
 GR0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0236_STAMPING: SEE TEXT
 GR0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0236+STABILITY: SURFACE MOTION
 GR0236
 GR0236  HISTORY     - Date     Condition        Report By
 GR0236  HISTORY     - 1957     MONUMENTED       NVDH
 GR0236  HISTORY     - 1957     GOOD             NGS
 GR0236  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0236
 GR0236                          STATION DESCRIPTION
 GR0236
 GR0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0236'26.05 MI SW FROM MESQUITE.
 GR0236'26.05 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0236'OFFICE IN MESQUITE, 2.1 MILES EAST FROM THE JUNCTION WITH STATE ROUTE
 GR0236'12, AT THE JUNCTION OF THE OLD AND NEW HIGHWAY 91, 149.91 FEET SOUTH
 GR0236'OF THE NORTH RIGHT-OF-WAY MARKER POST, 50.09 FEET NORTH OF THE CENTER
 GR0236'LINE OF NEW HIGHWAY, SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 GR0236'STAMPED DIST 50.09 STA D 0 + 00.00 N 107 + 11.44 PO ANGLE 90 O K 140
 GR0236'1957.
 GR0236
 GR0236                          STATION RECOVERY (1982)
 GR0236
 GR0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0479 ***********************************************************************
 LQ0479  DESIGNATION -  K 141
 LQ0479  PID         -  LQ0479
 LQ0479  STATE/COUNTY-  NV/ELKO
 LQ0479  USGS QUAD   -  ELKO WEST (1975)
 LQ0479
 LQ0479                         *CURRENT SURVEY CONTROL
 LQ0479  ___________________________________________________________________
 LQ0479* NAD 83(1986)-  40 47 21.     (N)    115 51 40.     (W)     SCALED    
 LQ0479* NAVD 88     -      1531.772  (meters)    5025.49   (feet)  ADJUSTED  
 LQ0479  ___________________________________________________________________
 LQ0479  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 LQ0479  DYNAMIC HT  -        1530.509 (meters)    5021.34  (feet)  COMP
 LQ0479  MODELED GRAV-     979,746.3   (mgal)                       NAVD 88
 LQ0479
 LQ0479  VERT ORDER  -  FIRST     CLASS II
 LQ0479
 LQ0479.The horizontal coordinates were scaled from a topographic map and have
 LQ0479.an estimated accuracy of +/- 6 seconds.
 LQ0479
 LQ0479.The orthometric height was determined by differential leveling
 LQ0479.and adjusted by the National Geodetic Survey in June 1991..
 LQ0479
 LQ0479.The geoid height was determined by GEOID03.
 LQ0479
 LQ0479.The dynamic height is computed by dividing the NAVD 88
 LQ0479.geopotential number by the normal gravity value computed on the
 LQ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0479.degrees latitude (g = 980.6199 gals.).
 LQ0479
 LQ0479.The modeled gravity was interpolated from observed gravity values.
 LQ0479
 LQ0479;                    North         East    Units  Estimated Accuracy
 LQ0479;SPC NV E     - 8,670,270.      176,560.      MT  (+/- 180 meters Scaled)
 LQ0479
 LQ0479                          SUPERSEDED SURVEY CONTROL
 LQ0479
 LQ0479  NGVD 29 (??/??/92) 1530.657  (m)         5021.83   (f) ADJ UNCH    1 2
 LQ0479
 LQ0479.Superseded values are not recommended for survey control.
 LQ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0479.See file dsdata.txt to determine how the superseded data were derived.
 LQ0479
 LQ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF960159(NAD 83)
 LQ0479_MARKER: DB = BENCH MARK DISK
 LQ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0479_STAMPING: K 141 1957
 LQ0479_MARK LOGO: CGS   
 LQ0479_PROJECTION: PROJECTING 10 CENTIMETERS
 LQ0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0479+STABILITY: SURFACE MOTION
 LQ0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0479+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002
 LQ0479
 LQ0479  HISTORY     - Date     Condition        Report By
 LQ0479  HISTORY     - 1957     MONUMENTED       CGS
 LQ0479  HISTORY     - 1984     GOOD             NGS
 LQ0479  HISTORY     - 20020108 GOOD             NVGS
 LQ0479
 LQ0479                          STATION DESCRIPTION
 LQ0479
 LQ0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0479'6.0 MI SW FROM ELKO.
 LQ0479'6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0479'IDAHO STREETS AT ELKO, 0.05 MILE NORTHWEST OF HIGHWAY, UNDER POWER
 LQ0479'LINE, 4 FEET NORTH OF POWER POLE 118/15, 3.6 FEET NORTH OF WITNESS
 LQ0479'POST, SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND
 LQ0479'SURFACE.
 LQ0479
 LQ0479                          STATION RECOVERY (1984)
 LQ0479
 LQ0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0479'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.15 KM
 LQ0479'(3.85 MI) SOUTHWEST ALONG OLD US 40 (IDAHO STREET) FROM THE COURTHOUSE
 LQ0479'AT ELKO, THENCE 3.9 KM (2.45 MI) SOUTHWEST ALONG INTERSTATE 80,
 LQ0479'0.16 KM (0.1 MI) NORTHEAST OF MILEPOST 296, 59.9 METERS (196.5 FT)
 LQ0479'NORTHWEST OF THE WEST BOUND HIGHWAY CENTERLINE, 30.8 METERS (101 FT)
 LQ0479'NORTHWEST OF THE RIGHT OF WAY FENCE AND 1.2 METERS (4 FT) NORTHWEST OF
 LQ0479'A TELEPHONE POLE.
 LQ0479'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 LQ0479'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 LQ0479
 LQ0479                          STATION RECOVERY (2002)
 LQ0479
 LQ0479'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 LQ0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0480 ***********************************************************************
 MT0480  DESIGNATION -  K 142 RESET
 MT0480  PID         -  MT0480
 MT0480  STATE/COUNTY-  NV/ELKO
 MT0480  USGS QUAD   -  DEETH (1967)
 MT0480
 MT0480                         *CURRENT SURVEY CONTROL
 MT0480  ___________________________________________________________________
 MT0480* NAD 83(1986)-  41 02 56.     (N)    115 20 39.     (W)     SCALED    
 MT0480* NAVD 88     -      1619.406  (meters)    5313.00   (feet)  ADJUSTED  
 MT0480  ___________________________________________________________________
 MT0480  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 MT0480  DYNAMIC HT  -        1618.070 (meters)    5308.62  (feet)  COMP
 MT0480  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 MT0480
 MT0480  VERT ORDER  -  FIRST     CLASS II
 MT0480
 MT0480.The horizontal coordinates were scaled from a topographic map and have
 MT0480.an estimated accuracy of +/- 6 seconds.
 MT0480
 MT0480.The orthometric height was determined by differential leveling
 MT0480.and adjusted by the National Geodetic Survey in June 1991..
 MT0480
 MT0480.The geoid height was determined by GEOID03.
 MT0480
 MT0480.The dynamic height is computed by dividing the NAVD 88
 MT0480.geopotential number by the normal gravity value computed on the
 MT0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0480.degrees latitude (g = 980.6199 gals.).
 MT0480
 MT0480.The modeled gravity was interpolated from observed gravity values.
 MT0480
 MT0480;                    North         East    Units  Estimated Accuracy
 MT0480;SPC NV E     - 8,699,100.      220,110.      MT  (+/- 180 meters Scaled)
 MT0480
 MT0480                          SUPERSEDED SURVEY CONTROL
 MT0480
 MT0480.No superseded survey control is available for this station.
 MT0480
 MT0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF391455(NAD 83)
 MT0480_MARKER: DD = SURVEY DISK
 MT0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0480_STAMPING: K 142 RESET 1965
 MT0480_MARK LOGO: CGS   
 MT0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0480+STABILITY: SURFACE MOTION
 MT0480
 MT0480  HISTORY     - Date     Condition        Report By
 MT0480  HISTORY     - 1965     MONUMENTED       NVDH
 MT0480  HISTORY     - 1967     MARK NOT FOUND   USGS
 MT0480  HISTORY     - 1984     GOOD             NGS
 MT0480
 MT0480                          STATION DESCRIPTION
 MT0480
 MT0480'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1965
 MT0480'3.9 MI SW FROM DEETH.
 MT0480'0.6 MILES WEST ON A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 MT0480'STATION AT DEETH, THENCE 3.3 MILES SOUTHWEST ALONG U. S. HIGHWAY 40,
 MT0480'MARK IS 263 FEET LEFT OF STATION OW 12+00 ON INTERSTATE HIGHWAY 80,
 MT0480'AND ON LINE OF A NORTH-SOUTH TELEPHONE LINE, 8 FEET SOUTH OF A
 MT0480'TELEPHONE POLE.  3 FEET NORTH OF A STEEL WITNESS POST, SET IN A 10
 MT0480'INCH DIAMETER CONCRETE MONUMENT EXTENDING 0.5 FEET ABOVE GROUND
 MT0480'SURFACE.
 MT0480
 MT0480                          STATION RECOVERY (1967)
 MT0480
 MT0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0480'MARK NOT FOUND.
 MT0480
 MT0480                          STATION RECOVERY (1984)
 MT0480
 MT0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0480'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.15 KM
 MT0480'(8.85 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE COURTHOUSE IN
 MT0480'ELKO, THENCE 32.1 KM (20.05 MI) NORTHEAST ALONG INTERSTATE 80, 0.3 KM
 MT0480'(0.2 MI) SOUTHWEST OF THE T JUNCTION OF A DIRT ROAD LEADING TO A RADIO
 MT0480'TOWER, 0.45 KM (0.3 MI) SOUTHWEST OF MILEPOST 331, ALSO 6.55 KM
 MT0480'(4.1 MI) SOUTHWEST OF DEETH, 78.3 METERS (257 FT) NORTHWEST OF THE
 MT0480'WEST BOUND HIGHWAY CENTERLINE, 17.4 METERS (57 FT) NORTHWEST OF THE
 MT0480'RIGHT OF WAY FENCE AND 2.4 METERS (8 FT) SOUTHWEST OF A TELEPHONE POLE
 MT0480'AND IN LINE WITH THE POLES.
 MT0480'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 MT0480'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0294 ***********************************************************************
 MT0294  DESIGNATION -  K 143
 MT0294  PID         -  MT0294
 MT0294  STATE/COUNTY-  NV/ELKO
 MT0294  USGS QUAD   -  PEQUOP SUMMIT SW (1980)
 MT0294
 MT0294                         *CURRENT SURVEY CONTROL
 MT0294  ___________________________________________________________________
 MT0294* NAD 83(1986)-  41 04 17.     (N)    114 38 59.     (W)     SCALED    
 MT0294* NAVD 88     -      1822.702  (meters)    5979.98   (feet)  ADJUSTED  
 MT0294  ___________________________________________________________________
 MT0294  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 MT0294  DYNAMIC HT  -        1821.152 (meters)    5974.90  (feet)  COMP
 MT0294  MODELED GRAV-     979,708.7   (mgal)                       NAVD 88
 MT0294
 MT0294  VERT ORDER  -  SECOND    CLASS 0
 MT0294
 MT0294.The horizontal coordinates were scaled from a topographic map and have
 MT0294.an estimated accuracy of +/- 6 seconds.
 MT0294
 MT0294.The orthometric height was determined by differential leveling
 MT0294.and adjusted by the National Geodetic Survey in June 1991..
 MT0294
 MT0294.The geoid height was determined by GEOID03.
 MT0294
 MT0294.The dynamic height is computed by dividing the NAVD 88
 MT0294.geopotential number by the normal gravity value computed on the
 MT0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0294.degrees latitude (g = 980.6199 gals.).
 MT0294
 MT0294.The modeled gravity was interpolated from observed gravity values.
 MT0294
 MT0294;                    North         East    Units  Estimated Accuracy
 MT0294;SPC NV E     - 8,701,990.      278,460.      MT  (+/- 180 meters Scaled)
 MT0294
 MT0294                          SUPERSEDED SURVEY CONTROL
 MT0294
 MT0294  NGVD 29 (??/??/92) 1821.532  (m)         5976.14   (f) ADJ UNCH    2 0
 MT0294
 MT0294.Superseded values are not recommended for survey control.
 MT0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0294.See file dsdata.txt to determine how the superseded data were derived.
 MT0294
 MT0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF974493(NAD 83)
 MT0294_MARKER: DB = BENCH MARK DISK
 MT0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0294_STAMPING: K 143 1957
 MT0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0294+STABILITY: SURFACE MOTION
 MT0294
 MT0294  HISTORY     - Date     Condition        Report By
 MT0294  HISTORY     - 1957     MONUMENTED       CGS
 MT0294  HISTORY     - 1968     GOOD             USGS
 MT0294
 MT0294                          STATION DESCRIPTION
 MT0294
 MT0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0294'17.85 MI E FROM WELLS.
 MT0294'17.85 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0294'AVE. AND U.S. HIGHWAY 40 AT WELLS, 189.0 FEET SOUTH OF CENTER LINE OF
 MT0294'THE HIGHWAY, 95.0 FEET SOUTH OF CENTER LINE OF THE OLD HIGHWAY, 6.8
 MT0294'FEET NORTH OF TELEPHONE POLE, 4.8 FEET SOUTH OF WITNESS POST, SET IN A
 MT0294'ROUND CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND SURFACE.
 MT0294
 MT0294                          STATION RECOVERY (1968)
 MT0294
 MT0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0113 ***********************************************************************
 LQ0113  DESIGNATION -  K 144
 LQ0113  PID         -  LQ0113
 LQ0113  STATE/COUNTY-  NV/ELKO
 LQ0113  USGS QUAD   -  PILOT (1982)
 LQ0113
 LQ0113                         *CURRENT SURVEY CONTROL
 LQ0113  ___________________________________________________________________
 LQ0113* NAD 83(1986)-  40 47 05.     (N)    114 09 06.     (W)     SCALED    
 LQ0113* NAVD 88     -      1449.993  (meters)    4757.19   (feet)  ADJUSTED  
 LQ0113  ___________________________________________________________________
 LQ0113  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 LQ0113  DYNAMIC HT  -        1448.843 (meters)    4753.41  (feet)  COMP
 LQ0113  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 LQ0113
 LQ0113  VERT ORDER  -  SECOND    CLASS 0
 LQ0113
 LQ0113.The horizontal coordinates were scaled from a topographic map and have
 LQ0113.an estimated accuracy of +/- 6 seconds.
 LQ0113
 LQ0113.The orthometric height was determined by differential leveling
 LQ0113.and adjusted by the National Geodetic Survey in June 1991..
 LQ0113
 LQ0113.The geoid height was determined by GEOID03.
 LQ0113
 LQ0113.The dynamic height is computed by dividing the NAVD 88
 LQ0113.geopotential number by the normal gravity value computed on the
 LQ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0113.degrees latitude (g = 980.6199 gals.).
 LQ0113
 LQ0113.The modeled gravity was interpolated from observed gravity values.
 LQ0113
 LQ0113;                    North         East    Units  Estimated Accuracy
 LQ0113;SPC NV E     - 8,670,730.      320,830.      MT  (+/- 180 meters Scaled)
 LQ0113
 LQ0113                          SUPERSEDED SURVEY CONTROL
 LQ0113
 LQ0113  NGVD 29 (??/??/92) 1448.998  (m)         4753.92   (f) ADJ UNCH    2 0
 LQ0113
 LQ0113.Superseded values are not recommended for survey control.
 LQ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0113.See file dsdata.txt to determine how the superseded data were derived.
 LQ0113
 LQ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF403187(NAD 83)
 LQ0113_MARKER: DB = BENCH MARK DISK
 LQ0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0113_STAMPING: K 144 1957
 LQ0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0113+STABILITY: SURFACE MOTION
 LQ0113
 LQ0113  HISTORY     - Date     Condition        Report By
 LQ0113  HISTORY     - 1957     MONUMENTED       CGS
 LQ0113  HISTORY     - 1958     GOOD             NGS
 LQ0113
 LQ0113                          STATION DESCRIPTION
 LQ0113
 LQ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0113'6.3 MI NW FROM WENDOVER, UT.
 LQ0113'6.3 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0113'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, 282.0 FEET
 LQ0113'SOUTHWEST OF CENTERLINE OF HIGHWAY, 3.0 FEET NORTHEAST OF WITNESS
 LQ0113'POST, SET IN A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND
 LQ0113'SURFACE.
 LQ0113
 LQ0113                          STATION RECOVERY (1958)
 LQ0113
 LQ0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0059 ***********************************************************************
 LS0059  DESIGNATION -  K 145
 LS0059  PID         -  LS0059
 LS0059  STATE/COUNTY-  NV/PERSHING
 LS0059  USGS QUAD   -  IMLAY (1987)
 LS0059
 LS0059                         *CURRENT SURVEY CONTROL
 LS0059  ___________________________________________________________________
 LS0059* NAD 83(1986)-  40 38 40.     (N)    118 11 10.     (W)     SCALED    
 LS0059* NAVD 88     -      1290.603  (meters)    4234.25   (feet)  ADJUSTED  
 LS0059  ___________________________________________________________________
 LS0059  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 LS0059  DYNAMIC HT  -        1289.605 (meters)    4230.98  (feet)  COMP
 LS0059  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 LS0059
 LS0059  VERT ORDER  -  FIRST     CLASS II
 LS0059
 LS0059.The horizontal coordinates were scaled from a topographic map and have
 LS0059.an estimated accuracy of +/- 6 seconds.
 LS0059
 LS0059.The orthometric height was determined by differential leveling
 LS0059.and adjusted by the National Geodetic Survey in June 1991..
 LS0059.WARNING-Repeat measurements at this control monument indicate possible
 LS0059.vertical movement.
 LS0059
 LS0059.The geoid height was determined by GEOID03.
 LS0059
 LS0059.The dynamic height is computed by dividing the NAVD 88
 LS0059.geopotential number by the normal gravity value computed on the
 LS0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0059.degrees latitude (g = 980.6199 gals.).
 LS0059
 LS0059.The modeled gravity was interpolated from observed gravity values.
 LS0059
 LS0059;                    North         East    Units  Estimated Accuracy
 LS0059;SPC NV W     - 4,654,240.      833,600.      MT  (+/- 180 meters Scaled)
 LS0059
 LS0059                          SUPERSEDED SURVEY CONTROL
 LS0059
 LS0059  NGVD 29 (??/??/92) 1289.609  (m)         4230.99   (f) ADJ UNCH    1 2
 LS0059
 LS0059.Superseded values are not recommended for survey control.
 LS0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0059.See file dsdata.txt to determine how the superseded data were derived.
 LS0059
 LS0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE997999(NAD 83)
 LS0059_MARKER: DB = BENCH MARK DISK
 LS0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0059_SP_SET: CONCRETE POST
 LS0059_STAMPING: K 145 1957
 LS0059_MARK LOGO: CGS   
 LS0059_PROJECTION: PROJECTING 10 CENTIMETERS
 LS0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0059+STABILITY: SURFACE MOTION
 LS0059
 LS0059  HISTORY     - Date     Condition        Report By
 LS0059  HISTORY     - 1957     MONUMENTED       CGS
 LS0059  HISTORY     - 1983     MARK NOT FOUND   USGS
 LS0059  HISTORY     - 1986     GOOD             NGS
 LS0059
 LS0059                          STATION DESCRIPTION
 LS0059
 LS0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0059'2.7 MI SW FROM IMLAY.
 LS0059'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE LITTLE NEVADA BAR
 LS0059'AND CAFE AT IMLAY, 190.0 FEET WEST OF CENTER LINE OF HIGHWAY, 5.4 FEET
 LS0059'SOUTHWEST OF WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 4
 LS0059'INCHES ABOVE GROUND SURFACE.
 LS0059
 LS0059                          STATION RECOVERY (1983)
 LS0059
 LS0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LS0059'MARK NOT FOUND.
 LS0059
 LS0059                          STATION RECOVERY (1986)
 LS0059
 LS0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0059'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.7 KM (2.3
 LS0059'MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 145)
 LS0059'IN IMLAY, 0.57 KM (0.34 MI) NORTHEAST OF MILEPOST 143, 20.7 METERS
 LS0059'(68.0 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES,
 LS0059'40.5 METER (133 FT) SOUTHEAST OF A FENCE.
 LS0059'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LS0059'THE MARK IS 0.6 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0207 ***********************************************************************
 FS0207  DESIGNATION -  K 146
 FS0207  PID         -  FS0207
 FS0207  STATE/COUNTY-  NV/CLARK
 FS0207  USGS QUAD   -  JEAN (1989)
 FS0207
 FS0207                         *CURRENT SURVEY CONTROL
 FS0207  ___________________________________________________________________
 FS0207* NAD 83(1986)-  35 47 52.     (N)    115 18 37.     (W)     SCALED    
 FS0207* NAVD 88     -       891.93   (+/-2cm)    2926.3    (feet)  VERTCON   
 FS0207  ___________________________________________________________________
 FS0207  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 FS0207
 FS0207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0207
 FS0207.The horizontal coordinates were scaled from a topographic map and have
 FS0207.an estimated accuracy of +/- 6 seconds.
 FS0207
 FS0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0207.The vertical order pertains to the NGVD 29 superseded value.
 FS0207
 FS0207.The geoid height was determined by GEOID03.
 FS0207
 FS0207;                    North         East    Units  Estimated Accuracy
 FS0207;SPC NV E     - 8,116,270.      224,680.      MT  (+/- 180 meters Scaled)
 FS0207
 FS0207                          SUPERSEDED SURVEY CONTROL
 FS0207
 FS0207  NGVD 29 (??/??/92)  891.146  (m)         2923.70   (f) ADJ UNCH    2 0
 FS0207
 FS0207.Superseded values are not recommended for survey control.
 FS0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0207.See file dsdata.txt to determine how the superseded data were derived.
 FS0207
 FS0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV526628(NAD 83)
 FS0207_MARKER: DB = BENCH MARK DISK
 FS0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0207_STAMPING: K 146 1958
 FS0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0207+STABILITY: SURFACE MOTION
 FS0207
 FS0207  HISTORY     - Date     Condition        Report By
 FS0207  HISTORY     - 1958     MONUMENTED       CGS
 FS0207
 FS0207                          STATION DESCRIPTION
 FS0207
 FS0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0207'1.5 MI N FROM JEAN.
 FS0207'1.5 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 FS0207'HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN, 150.0 FEET EAST OF THE
 FS0207'CENTER LINE OF THE HIGHWAY, 4.7 FEET NORTH OF A CONCRETE WITNESS
 FS0207'POST, SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND
 FS0207'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1166 ***********************************************************************
 KR1166  DESIGNATION -  K 147
 KR1166  PID         -  KR1166
 KR1166  STATE/COUNTY-  NV/WASHOE
 KR1166  USGS QUAD   -  VERDI (1982)
 KR1166
 KR1166                         *CURRENT SURVEY CONTROL
 KR1166  ___________________________________________________________________
 KR1166* NAD 83(1994)-  39 30 57.73586(N)    119 53 25.91037(W)     ADJUSTED  
 KR1166* NAVD 88     -      1505.986  (meters)    4940.89   (feet)  ADJUSTED  
 KR1166  ___________________________________________________________________
 KR1166  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 KR1166  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 KR1166  DYNAMIC HT  -        1504.606 (meters)    4936.36  (feet)  COMP
 KR1166  MODELED GRAV-     979,657.7   (mgal)                       NAVD 88
 KR1166
 KR1166  HORZ ORDER  -  SECOND
 KR1166  VERT ORDER  -  SECOND    CLASS 0
 KR1166
 KR1166.The horizontal coordinates were established by classical geodetic methods
 KR1166.and adjusted by the National Geodetic Survey in June 1998..
 KR1166
 KR1166.The orthometric height was determined by differential leveling
 KR1166.and adjusted by the National Geodetic Survey in June 1991..
 KR1166
 KR1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1166
 KR1166.The geoid height was determined by GEOID03.
 KR1166
 KR1166.The dynamic height is computed by dividing the NAVD 88
 KR1166.geopotential number by the normal gravity value computed on the
 KR1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1166.degrees latitude (g = 980.6199 gals.).
 KR1166
 KR1166.The modeled gravity was interpolated from observed gravity values.
 KR1166
 KR1166;                    North         East     Units Scale Factor Converg.
 KR1166;SPC NV W     - 4,529,699.426   687,598.696   MT  1.00005550   -0 49 54.7
 KR1166;SPC NV W     -14,861,188.87  2,255,896.72   sFT  1.00005550   -0 49 54.7
 KR1166;SPC CA 2     -   707,398.451 2,181,374.328   MT  0.99994295   +1 19 47.8
 KR1166;SPC CA 2     - 2,320,856.42  7,156,725.61   sFT  0.99994295   +1 19 47.8
 KR1166;UTM  11      - 4,378,034.563   251,511.879   MT  1.00036029   -1 50 24.6
 KR1166
 KR1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1166!SPC NV W     -   0.99976753  x   1.00005550  =   0.99982301
 KR1166!SPC CA 2     -   0.99976753  x   0.99994295  =   0.99971049
 KR1166!UTM  11      -   0.99976753  x   1.00036029  =   1.00012773
 KR1166
 KR1166:                Primary Azimuth Mark                     Grid Az
 KR1166:SPC NV W     -  T 147                                    225 28 09.0
 KR1166:SPC CA 2     -  T 147                                    223 18 26.5
 KR1166:UTM  11      -  T 147                                    226 28 38.9
 KR1166
 KR1166|---------------------------------------------------------------------|
 KR1166| PID    Reference Object                     Distance      Geod. Az  |
 KR1166|                                                           dddmmss.s |
 KR1166| KR1167 T 147                               APPROX. 0.6 KM 2243814.3 |
 KR1166|---------------------------------------------------------------------|
 KR1166
 KR1166                          SUPERSEDED SURVEY CONTROL
 KR1166
 KR1166  NAD 83(1992)-  39 30 57.73775(N)    119 53 25.90487(W) AD(       ) 2
 KR1166  NAD 83(1986)-  39 30 57.73601(N)    119 53 25.90050(W) AD(       ) 2
 KR1166  NAD 27      -  39 30 58.05960(N)    119 53 22.19540(W) AD(       ) 2
 KR1166  NGVD 29 (??/??/92) 1504.893  (m)         4937.30   (f) ADJ UNCH    2 0
 KR1166
 KR1166.Superseded values are not recommended for survey control.
 KR1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1166.See file dsdata.txt to determine how the superseded data were derived.
 KR1166
 KR1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5151278035(NAD 83)
 KR1166_MARKER: DB = BENCH MARK DISK
 KR1166_SETTING: 80 = SET IN A BOULDER
 KR1166_STAMPING: K 147 1958
 KR1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1166+STABILITY: SURFACE MOTION
 KR1166
 KR1166  HISTORY     - Date     Condition        Report By
 KR1166  HISTORY     - 1958     MONUMENTED       CGS
 KR1166  HISTORY     - 1958     GOOD             CGS
 KR1166
 KR1166                          STATION DESCRIPTION
 KR1166
 KR1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1166'THE STATION IS ABOUT 3 MILES WEST OF RENO AND 1/2 MILE NORTH
 KR1166'OF U.S. HIGHWAY 40, ALONG THE POWER LINE ROAD AT THE SUMMIT
 KR1166'OF THE GRADE AT THE EAST EDGE OF A CANYON.
 KR1166'
 KR1166'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 395 IN RENO,
 KR1166'GO WEST ON U.S. HIGHWAY 40 FOR 5.0 MILES TO A SIDE ROAD RIGHT
 KR1166'AT SIGN MESA PARK.  TURN RIGHT ON GRADED ROAD NORTHERLY FOR
 KR1166'0.45 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, NORTH, ON
 KR1166'TRACK ROAD FOR 0.15 MILE TO A TRACK CROSSROAD.  TURN RIGHT,
 KR1166'EAST THROUGH GATE AND FOLLOW ALONG THE POWER LINE EASTERLY FOR
 KR1166'0.9 MILE TO A POINT JUST AFTER COMING UP OUT OF THE CANYON, AT
 KR1166'POWER POLE NO. 51269.  THE STATION IS 56-1/2 FEET
 KR1166'EAST-SOUTHEAST OF THE POWER POLE AND 50-1/2 FEET SOUTH OF THE
 KR1166'APPROXIMATE CENTER OF THE ROAD.
 KR1166'
 KR1166'THE MARK IS A STANDARD BENCH MARK DISK STAMPED K147 1958, AND
 KR1166'CEMENTED IN A DRILL HOLE IN A 2-FOOT OBLONG BOULDER PROJECTING
 KR1166'ABOUT 1 INCH.  IT IS 7 FEET NORTH-NORTHWEST OF A CONCRETE
 KR1166'WITNESS POST.
 KR1166
 KR1166                          STATION RECOVERY (1958)
 KR1166
 KR1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KR1166'1.45 MI E FROM LAWTON.
 KR1166'FROM LAWTON GO NORTH AND EAST ALONG A DIRT ROAD FOR 0.35 MILE TO A T
 KR1166'ROAD AT MESA PARK, THEN 0.05 MILE NORTH TO POWER LINE ROAD, THEN 1.05
 KR1166'MILE EAST, 57.0 FEET EAST OF POWER POLE NO. 51269, 52.0 FEET SOUTH OF
 KR1166'DIRT ROAD, 7.2 FEET NORTH OF A CONCRETE WITNESS POST, SET IN A DRILL
 KR1166'HOLE IN A BOULDER PROJECTING 3 INCHES ABOVE GROUND SURFACE.  THIS MARK
 KR1166'IS LOCATED NEAR THE PROPOSED HIGHWAY ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0594 ***********************************************************************
 FS0594  DESIGNATION -  K 148
 FS0594  PID         -  FS0594
 FS0594  STATE/COUNTY-  NV/CLARK
 FS0594  USGS QUAD   -  SEARCHLIGHT (1989)
 FS0594
 FS0594                         *CURRENT SURVEY CONTROL
 FS0594  ___________________________________________________________________
 FS0594* NAD 83(1986)-  35 28 00.     (N)    114 56 43.     (W)     SCALED    
 FS0594* NAVD 88     -      1059.048  (meters)    3474.56   (feet)  POSTED    
 FS0594  ___________________________________________________________________
 FS0594  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FS0594  DYNAMIC HT  -        1057.830 (meters)    3470.56  (feet)  COMP
 FS0594  MODELED GRAV-     979,447.7   (mgal)                       NAVD 88
 FS0594
 FS0594  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0594
 FS0594.The horizontal coordinates were scaled from a topographic map and have
 FS0594.an estimated accuracy of +/- 6 seconds.
 FS0594
 FS0594.The orthometric height was determined by differential leveling
 FS0594.and adjusted by the National Geodetic Survey in 1992..
 FS0594.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0594.rate of 1.1 thru 2.0 mm/km.
 FS0594
 FS0594.The geoid height was determined by GEOID03.
 FS0594
 FS0594.The dynamic height is computed by dividing the NAVD 88
 FS0594.geopotential number by the normal gravity value computed on the
 FS0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0594.degrees latitude (g = 980.6199 gals.).
 FS0594
 FS0594.The modeled gravity was interpolated from observed gravity values.
 FS0594
 FS0594;                    North         East    Units  Estimated Accuracy
 FS0594;SPC NV E     - 8,079,690.      257,910.      MT  (+/- 180 meters Scaled)
 FS0594
 FS0594                          SUPERSEDED SURVEY CONTROL
 FS0594
 FS0594  NGVD 29 (??/??/92) 1058.217  (m)         3471.83   (f) ADJ UNCH    1 2
 FS0594
 FS0594.Superseded values are not recommended for survey control.
 FS0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0594.See file dsdata.txt to determine how the superseded data were derived.
 FS0594
 FS0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV864267(NAD 83)
 FS0594_MARKER: DB = BENCH MARK DISK
 FS0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0594_STAMPING: K 148 1935
 FS0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0594+STABILITY: SURFACE MOTION
 FS0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0594+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2002
 FS0594
 FS0594  HISTORY     - Date     Condition        Report By
 FS0594  HISTORY     - 1935     MONUMENTED       CGS
 FS0594  HISTORY     - 1949     GOOD             NGS
 FS0594  HISTORY     - 1969     GOOD             NGS
 FS0594  HISTORY     - 19870424 GOOD             USPSQD
 FS0594  HISTORY     - 20020112 GOOD             JCLS
 FS0594  HISTORY     - 20020112 GOOD             JCLS
 FS0594
 FS0594                          STATION DESCRIPTION
 FS0594
 FS0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0594'1.5 MI W FROM SEARCHLIGHT.
 FS0594'0.2 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 FS0594'SEARCHLIGHT, THENCE 1.3 MILES WEST ALONG STATE HIGHWAY 68, 0.25
 FS0594'MILE WEST OF A POINT WHERE A POWER TRANSMISSION LINE CROSSES
 FS0594'THE HIGHWAY, ON TOP OF A SMALL RIDGE BETWEEN TWO WASHES, 62 FEET
 FS0594'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET NORTH OF A
 FS0594'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 FS0594'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 FS0594
 FS0594                          STATION RECOVERY (1969)
 FS0594
 FS0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0594'RECOVERED IN GOOD CONDITION.
 FS0594
 FS0594                          STATION RECOVERY (1987)
 FS0594
 FS0594'RECOVERY NOTE BY US POWER SQUADRON 1987 (LN)
 FS0594'RECOVERED IN GOOD CONDITION.
 FS0594
 FS0594                          STATION RECOVERY (2002)
 FS0594
 FS0594'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 FS0594'RECOVERED IN GOOD CONDITION.
 FS0594
 FS0594                          STATION RECOVERY (2002)
 FS0594
 FS0594'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 FS0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0147 ***********************************************************************
 FS0147  DESIGNATION -  K 149
 FS0147  PID         -  FS0147
 FS0147  STATE/COUNTY-  NV/CLARK
 FS0147  USGS QUAD   -  NELSON SW (1984)
 FS0147
 FS0147                         *CURRENT SURVEY CONTROL
 FS0147  ___________________________________________________________________
 FS0147* NAD 83(1986)-  35 33 37.     (N)    114 54 38.     (W)     SCALED    
 FS0147* NAVD 88     -      1005.260  (meters)    3298.09   (feet)  POSTED    
 FS0147  ___________________________________________________________________
 FS0147  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FS0147  DYNAMIC HT  -        1004.110 (meters)    3294.32  (feet)  COMP
 FS0147  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 FS0147
 FS0147  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0147
 FS0147.The horizontal coordinates were scaled from a topographic map and have
 FS0147.an estimated accuracy of +/- 6 seconds.
 FS0147
 FS0147.The orthometric height was determined by differential leveling
 FS0147.and adjusted by the National Geodetic Survey in 1992..
 FS0147.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0147.rate of 0.0 thru 1.0 mm/km.
 FS0147
 FS0147.The geoid height was determined by GEOID03.
 FS0147
 FS0147.The dynamic height is computed by dividing the NAVD 88
 FS0147.geopotential number by the normal gravity value computed on the
 FS0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0147.degrees latitude (g = 980.6199 gals.).
 FS0147
 FS0147.The modeled gravity was interpolated from observed gravity values.
 FS0147
 FS0147;                    North         East    Units  Estimated Accuracy
 FS0147;SPC NV E     - 8,090,090.      260,990.      MT  (+/- 180 meters Scaled)
 FS0147
 FS0147                          SUPERSEDED SURVEY CONTROL
 FS0147
 FS0147  NGVD 29 (??/??/92) 1004.434  (m)         3295.38   (f) ADJ UNCH    1 1
 FS0147
 FS0147.Superseded values are not recommended for survey control.
 FS0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0147.See file dsdata.txt to determine how the superseded data were derived.
 FS0147
 FS0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV893371(NAD 83)
 FS0147_MARKER: DB = BENCH MARK DISK
 FS0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0147_STAMPING: K 149 1935
 FS0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0147+STABILITY: SURFACE MOTION
 FS0147
 FS0147  HISTORY     - Date     Condition        Report By
 FS0147  HISTORY     - 1935     MONUMENTED       CGS
 FS0147  HISTORY     - 1949     GOOD             NGS
 FS0147  HISTORY     - 1963     GOOD             NGS
 FS0147
 FS0147                          STATION DESCRIPTION
 FS0147
 FS0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0147'7.3 MI N FROM SEARCHLIGHT.
 FS0147'7.3 MILES NORTH ALONG OLD STATE HIGHWAY 5 FROM THE POST OFFICE AT
 FS0147'SEARCHLIGHT, 0.6 MILE NORTH OF THE INTERSECTION OF U.S. HIGHWAY 95,
 FS0147'0.3 MILE NORTH OF A POINT WHERE A POWER LINE CROSSES THE OLD
 FS0147'HIGHWAY, 0.1 MILE SOUTH OF A POINT WHERE THE HIGHWAY CROSSES A
 FS0147'WASH, 109 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A TELEPHONE
 FS0147'POLE, 52 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.8
 FS0147'FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY,
 FS0147'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 FS0147'GROUND.
 FS0147
 FS0147                          STATION RECOVERY (1963)
 FS0147
 FS0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0339 ***********************************************************************
 HQ0339  DESIGNATION -  K 15
 HQ0339  PID         -  HQ0339
 HQ0339  STATE/COUNTY-  NV/ESMERALDA
 HQ0339  USGS QUAD   -  GOLDFIELD (1987)
 HQ0339
 HQ0339                         *CURRENT SURVEY CONTROL
 HQ0339  ___________________________________________________________________
 HQ0339* NAD 83(1986)-  37 42 30.     (N)    117 14 09.     (W)     SCALED    
 HQ0339* NAVD 88     -      1735.235  (meters)    5693.02   (feet)  ADJUSTED  
 HQ0339  ___________________________________________________________________
 HQ0339  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 HQ0339  DYNAMIC HT  -        1733.286 (meters)    5686.62  (feet)  COMP
 HQ0339  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 HQ0339
 HQ0339  VERT ORDER  -  FIRST     CLASS II
 HQ0339
 HQ0339.The horizontal coordinates were scaled from a topographic map and have
 HQ0339.an estimated accuracy of +/- 6 seconds.
 HQ0339
 HQ0339.The orthometric height was determined by differential leveling
 HQ0339.and adjusted by the National Geodetic Survey in June 1991..
 HQ0339
 HQ0339.The geoid height was determined by GEOID03.
 HQ0339
 HQ0339.The dynamic height is computed by dividing the NAVD 88
 HQ0339.geopotential number by the normal gravity value computed on the
 HQ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0339.degrees latitude (g = 980.6199 gals.).
 HQ0339
 HQ0339.The modeled gravity was interpolated from observed gravity values.
 HQ0339
 HQ0339;                    North         East    Units  Estimated Accuracy
 HQ0339;SPC NV W     - 4,329,090.      918,810.      MT  (+/- 180 meters Scaled)
 HQ0339
 HQ0339                          SUPERSEDED SURVEY CONTROL
 HQ0339
 HQ0339  NGVD 29 (05/01/91) 1734.095  (m)         5689.28   (f) ADJUSTED    1 2
 HQ0339
 HQ0339.Superseded values are not recommended for survey control.
 HQ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0339.See file dsdata.txt to determine how the superseded data were derived.
 HQ0339
 HQ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB792734(NAD 83)
 HQ0339_MARKER: DB = BENCH MARK DISK
 HQ0339_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HQ0339_STAMPING: K 15 5689.342
 HQ0339_MARK LOGO: CGS   
 HQ0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0339+STABILITY: POSITION/ELEVATION WELL
 HQ0339
 HQ0339  HISTORY     - Date     Condition        Report By
 HQ0339  HISTORY     - UNK      MONUMENTED       CGS
 HQ0339  HISTORY     - 1955     GOOD             NGS
 HQ0339  HISTORY     - 1983     GOOD             NGS
 HQ0339
 HQ0339                          STATION DESCRIPTION
 HQ0339
 HQ0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HQ0339'AT GOLDFIELD.
 HQ0339'AT GOLDFIELD, 0.15 MILE WEST ALONG U.S. HIGHWAY 95 FROM THE
 HQ0339'COUNTY COURTHOUSE, AT THE ABANDONED GOLDFIELD HOTEL, SET
 HQ0339'VERTICALLY IN THE WEST GRANITE WALL, 101.5 FEET SOUTH OF THE
 HQ0339'CENTER LINE OF THE HIGHWAY, 11.7 FEET EAST OF THE EAST EDGE
 HQ0339'OF A STREET, 5.8 FEET NORTH OF THE NORTH EDGE OF THE ENTRANCE
 HQ0339'TO THE LOBBY, AND 2.2 FEET ABOVE THE SURFACE OF THE SIDEWALK.
 HQ0339
 HQ0339                          STATION RECOVERY (1983)
 HQ0339
 HQ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0339'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM
 HQ0339'(0.1 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0339'GOLDFIELD, SET VERTICALLY IN THE WEST WALL OF AN ABANDON HOTEL, IN THE
 HQ0339'GRANITE BASE OF THE NORTH BRICK PILLAR, 30.7 METERS (101 FT) SOUTH OF
 HQ0339'THE HIGHWAY CENTERLINE, 3.3 METERS (11 FT) EAST OF THE EAST EDGE OF A
 HQ0339'SIDE STREET, 0.6 METER (2 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0246 ***********************************************************************
 FS0246  DESIGNATION -  K 150
 FS0246  PID         -  FS0246
 FS0246  STATE/COUNTY-  NV/CLARK
 FS0246  USGS QUAD   -  ROACH (1985)
 FS0246
 FS0246                         *CURRENT SURVEY CONTROL
 FS0246  ___________________________________________________________________
 FS0246* NAD 83(1986)-  35 42 06.     (N)    115 20 50.     (W)     SCALED    
 FS0246* NAVD 88     -       808.663  (meters)    2653.09   (feet)  POSTED    
 FS0246  ___________________________________________________________________
 FS0246  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0246  DYNAMIC HT  -         807.780 (meters)    2650.19  (feet)  COMP
 FS0246  MODELED GRAV-     979,509.2   (mgal)                       NAVD 88
 FS0246
 FS0246  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0246
 FS0246.The horizontal coordinates were scaled from a topographic map and have
 FS0246.an estimated accuracy of +/- 6 seconds.
 FS0246
 FS0246.The orthometric height was determined by differential leveling
 FS0246.and adjusted by the National Geodetic Survey in 1992..
 FS0246.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0246.rate of 1.1 thru 2.0 mm/km.
 FS0246
 FS0246.The geoid height was determined by GEOID03.
 FS0246
 FS0246.The dynamic height is computed by dividing the NAVD 88
 FS0246.geopotential number by the normal gravity value computed on the
 FS0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0246.degrees latitude (g = 980.6199 gals.).
 FS0246
 FS0246.The modeled gravity was interpolated from observed gravity values.
 FS0246
 FS0246;                    North         East    Units  Estimated Accuracy
 FS0246;SPC NV E     - 8,105,600.      221,370.      MT  (+/- 180 meters Scaled)
 FS0246
 FS0246                          SUPERSEDED SURVEY CONTROL
 FS0246
 FS0246  NGVD 29 (??/??/92)  807.878  (m)         2650.51   (f) ADJ UNCH    1 2
 FS0246
 FS0246.Superseded values are not recommended for survey control.
 FS0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0246.See file dsdata.txt to determine how the superseded data were derived.
 FS0246
 FS0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV495521(NAD 83)
 FS0246_MARKER: DB = BENCH MARK DISK
 FS0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0246_STAMPING: K 150 1935
 FS0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0246+STABILITY: SURFACE MOTION
 FS0246
 FS0246  HISTORY     - Date     Condition        Report By
 FS0246  HISTORY     - 1935     MONUMENTED       CGS
 FS0246  HISTORY     - 1949     GOOD             NGS
 FS0246  HISTORY     - 1955     GOOD             NGS
 FS0246
 FS0246                          STATION DESCRIPTION
 FS0246
 FS0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0246'5.5 MI S FROM JEAN.
 FS0246'5.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0246'AT JEAN, 14 RAILS SOUTH OF A RAILROAD INSTRUMENT HOUSE AND
 FS0246'THE SOUTH END OF A SIDE TRACK, 21 FEET SOUTH OF THE 10TH POLE
 FS0246'(POLE 31A) SOUTH OF MILE POLE 296, 63.4 FEET WEST OF THE WEST
 FS0246'RAIL, 16 1/2 FEET EAST OF THE CENTER LINE OF A DIM TRACK ROAD, 2.5
 FS0246'FEET NORTH OF A WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACK,
 FS0246'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 FS0246'THE GROUND.
 FS0246
 FS0246                          STATION RECOVERY (1955)
 FS0246
 FS0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FS0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0338 ***********************************************************************
 GS0338  DESIGNATION -  K 16
 GS0338  PID         -  GS0338
 GS0338  STATE/COUNTY-  NV/NYE
 GS0338  USGS QUAD   -  BEATTY MTN (1987)
 GS0338
 GS0338                         *CURRENT SURVEY CONTROL
 GS0338  ___________________________________________________________________
 GS0338* NAD 83(1994)-  36 57 52.53750(N)    116 43 06.69374(W)     ADJUSTED  
 GS0338* NAVD 88     -      1076.376  (meters)    3531.41   (feet)  ADJUSTED  
 GS0338  ___________________________________________________________________
 GS0338  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 GS0338  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 GS0338  DYNAMIC HT  -        1075.236 (meters)    3527.67  (feet)  COMP
 GS0338  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 GS0338
 GS0338  HORZ ORDER  -  SECOND
 GS0338  VERT ORDER  -  FIRST     CLASS II
 GS0338
 GS0338.The horizontal coordinates were established by classical geodetic methods
 GS0338.and adjusted by the National Geodetic Survey in June 1998..
 GS0338
 GS0338.The orthometric height was determined by differential leveling
 GS0338.and adjusted by the National Geodetic Survey in June 1991..
 GS0338
 GS0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0338
 GS0338.The geoid height was determined by GEOID03.
 GS0338
 GS0338.The dynamic height is computed by dividing the NAVD 88
 GS0338.geopotential number by the normal gravity value computed on the
 GS0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0338.degrees latitude (g = 980.6199 gals.).
 GS0338
 GS0338.The modeled gravity was interpolated from observed gravity values.
 GS0338
 GS0338;                    North         East     Units Scale Factor Converg.
 GS0338;SPC NV C     - 6,245,700.039   495,382.233   MT  0.99990026   -0 01 52.3
 GS0338;SPC NV C     -20,491,100.88  1,625,266.54   sFT  0.99990026   -0 01 52.3
 GS0338;UTM  11      - 4,090,981.661   525,056.082   MT  0.99960773   +0 10 09.3
 GS0338
 GS0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0338!SPC NV C     -   0.99983540  x   0.99990026  =   0.99973568
 GS0338!UTM  11      -   0.99983540  x   0.99960773  =   0.99944319
 GS0338
 GS0338                          SUPERSEDED SURVEY CONTROL
 GS0338
 GS0338  NAD 83(1992)-  36 57 52.52035(N)    116 43 06.70230(W) AD(       ) 2
 GS0338  NAD 83(1986)-  36 57 52.51703(N)    116 43 06.70276(W) AD(       ) 2
 GS0338  NAD 27      -  36 57 52.71438(N)    116 43 03.48550(W) AD(       ) 2
 GS0338  NGVD 29 (05/01/91) 1075.449  (m)         3528.37   (f) ADJUSTED    1 2
 GS0338
 GS0338.Superseded values are not recommended for survey control.
 GS0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0338.See file dsdata.txt to determine how the superseded data were derived.
 GS0338
 GS0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA2505690982(NAD 83)
 GS0338_MARKER: DB = BENCH MARK DISK
 GS0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0338_STAMPING: 3528.369
 GS0338_MARK LOGO: CGS   
 GS0338_PROJECTION: PROJECTING 30 CENTIMETERS
 GS0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0338+STABILITY: SURFACE MOTION
 GS0338
 GS0338  HISTORY     - Date     Condition        Report By
 GS0338  HISTORY     - UNK      MONUMENTED       CGS
 GS0338  HISTORY     - 1954     GOOD             USGS
 GS0338  HISTORY     - 1976     GOOD             NGS
 GS0338  HISTORY     - 1983     POOR             NGS
 GS0338
 GS0338                          STATION DESCRIPTION
 GS0338
 GS0338'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GS0338'5 MI N FROM BEATTY.
 GS0338'ABOUT 5 MILES NORTH ALONG U.S. HIGHWAY 95 FROM BEATTY, NYE
 GS0338'COUNTY, 0.8 MILE SOUTH OF HOT SPRINGS, ABOUT 500 FEET SOUTH
 GS0338'OF A T-ROAD LEADING TO A FARMHOUSE, AND 51 FEET WEST OF THE
 GS0338'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 3528.369
 GS0338'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 GS0338'GROUND.
 GS0338
 GS0338                          STATION RECOVERY (1976)
 GS0338
 GS0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GS0338'RECOVERED IN GOOD CONDITION.
 GS0338
 GS0338                          STATION RECOVERY (1983)
 GS0338
 GS0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0338'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  7.8 KM
 GS0338'(4.85 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 GS0338'374 IN BEATTY, 0.6 KM (0.4 MI) SOUTH OF MILEPOST 65, 15.4 METERS
 GS0338'(50.5 FT) WEST OF THE HIGHWAY CENTERLINE, 118.5 METERS (389 FT) SOUTH
 GS0338'OF THE CENTER OF A RANCH ROAD LEADING WEST, 2.4 METERS (8 FT) NORTH OF
 GS0338'BM M 409, 0.15 METER (0.5 FT) WEST OF THE RIGHT-OF-WAY FENCE.  NOTE
 GS0338'THIS BM IS IN POOR CONDITION, THE CONCRETE IS BADLY DETERIORATED AND
 GS0338'THE ONLY THING HOLDING IT TOGETHER IS THE RE-BAR IN THE POST.
 GS0338'THE MARK IS 0.7 METERS  N FROM A WITNESS POST.
 GS0338'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0068 ***********************************************************************
 GR0068  DESIGNATION -  K 160
 GR0068  PID         -  GR0068
 GR0068  STATE/COUNTY-  NV/CLARK
 GR0068  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0068
 GR0068                         *CURRENT SURVEY CONTROL
 GR0068  ___________________________________________________________________
 GR0068* NAD 83(1986)-  36 45 35.     (N)    114 16 36.     (W)     SCALED    
 GR0068* NAVD 88     -       629.967  (meters)    2066.82   (feet)  POSTED    
 GR0068  ___________________________________________________________________
 GR0068  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GR0068  DYNAMIC HT  -         629.340 (meters)    2064.76  (feet)  COMP
 GR0068  MODELED GRAV-     979,624.1   (mgal)                       NAVD 88
 GR0068
 GR0068  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0068
 GR0068.The horizontal coordinates were scaled from a topographic map and have
 GR0068.an estimated accuracy of +/- 6 seconds.
 GR0068
 GR0068.The orthometric height was determined by differential leveling
 GR0068.and adjusted by the National Geodetic Survey in 1992..
 GR0068.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0068.rate of 0.0 thru 1.0 mm/km.
 GR0068
 GR0068.The geoid height was determined by GEOID03.
 GR0068
 GR0068.The dynamic height is computed by dividing the NAVD 88
 GR0068.geopotential number by the normal gravity value computed on the
 GR0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0068.degrees latitude (g = 980.6199 gals.).
 GR0068
 GR0068.The modeled gravity was interpolated from observed gravity values.
 GR0068
 GR0068;                    North         East    Units  Estimated Accuracy
 GR0068;SPC NV E     - 8,223,760.      316,670.      MT  (+/- 180 meters Scaled)
 GR0068
 GR0068                          SUPERSEDED SURVEY CONTROL
 GR0068
 GR0068  NGVD 29 (??/??/92)  629.275  (m)         2064.55   (f) ADJ UNCH    1 1
 GR0068
 GR0068.Superseded values are not recommended for survey control.
 GR0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0068.See file dsdata.txt to determine how the superseded data were derived.
 GR0068
 GR0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA430716(NAD 83)
 GR0068_MARKER: DB = BENCH MARK DISK
 GR0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0068_STAMPING: K 160 1935
 GR0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0068+STABILITY: SURFACE MOTION
 GR0068
 GR0068  HISTORY     - Date     Condition        Report By
 GR0068  HISTORY     - 1935     MONUMENTED       CGS
 GR0068  HISTORY     - 1957     GOOD             NGS
 GR0068
 GR0068                          STATION DESCRIPTION
 GR0068
 GR0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GR0068'11.1 MI W FROM BUNKERVILLE.
 GR0068'11.1 MILES WEST ALONG U. S. HIGHWAY 91 FROM BUNKERVILLE, CLARK COUNTY,
 GR0068'0.2 MILE EAST OF A DIP IN THE HIGHWAY, 53 FEET SOUTH OF THE CENTERLINE
 GR0068'OF THE HIGHWAY, AND 3 FEET SOUTH OF A 5-INCH TRIANGULAR CONCRETE POST
 GR0068'PROJECTING 2.2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED K 160
 GR0068'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 GR0068'GROUND.
 GR0068
 GR0068                          STATION RECOVERY (1957)
 GR0068
 GR0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GR0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0700 ***********************************************************************
 GR0700  DESIGNATION -  K 161
 GR0700  PID         -  GR0700
 GR0700  STATE/COUNTY-  NV/CLARK
 GR0700  USGS QUAD   -  UTE (1983)
 GR0700
 GR0700                         *CURRENT SURVEY CONTROL
 GR0700  ___________________________________________________________________
 GR0700* NAD 83(1986)-  36 30 51.     (N)    114 44 54.     (W)     SCALED    
 GR0700* NAVD 88     -       614.726  (meters)    2016.81   (feet)  ADJUSTED  
 GR0700  ___________________________________________________________________
 GR0700  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 GR0700  DYNAMIC HT  -         614.115 (meters)    2014.81  (feet)  COMP
 GR0700  MODELED GRAV-     979,618.2   (mgal)                       NAVD 88
 GR0700
 GR0700  VERT ORDER  -  FIRST     CLASS II
 GR0700
 GR0700.The horizontal coordinates were scaled from a topographic map and have
 GR0700.an estimated accuracy of +/- 6 seconds.
 GR0700
 GR0700.The orthometric height was determined by differential leveling
 GR0700.and adjusted by the National Geodetic Survey in June 1991..
 GR0700
 GR0700.The geoid height was determined by GEOID03.
 GR0700
 GR0700.The dynamic height is computed by dividing the NAVD 88
 GR0700.geopotential number by the normal gravity value computed on the
 GR0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0700.degrees latitude (g = 980.6199 gals.).
 GR0700
 GR0700.The modeled gravity was interpolated from observed gravity values.
 GR0700
 GR0700;                    North         East    Units  Estimated Accuracy
 GR0700;SPC NV E     - 8,196,040.      274,790.      MT  (+/- 180 meters Scaled)
 GR0700
 GR0700                          SUPERSEDED SURVEY CONTROL
 GR0700
 GR0700  NGVD 29 (??/??/92)  614.034  (m)         2014.54   (f) ADJ UNCH    1 2
 GR0700
 GR0700.Superseded values are not recommended for survey control.
 GR0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0700.See file dsdata.txt to determine how the superseded data were derived.
 GR0700
 GR0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA016433(NAD 83)
 GR0700_MARKER: DB = BENCH MARK DISK
 GR0700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0700_SP_SET: CULVERT
 GR0700_STAMPING: K 161 1935
 GR0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0700
 GR0700  HISTORY     - Date     Condition        Report By
 GR0700  HISTORY     - 1935     MONUMENTED       CGS
 GR0700  HISTORY     - 1957     GOOD             NGS
 GR0700  HISTORY     - 1963     GOOD             NGS
 GR0700  HISTORY     - 1983     MARK NOT FOUND   NGS
 GR0700
 GR0700                          STATION DESCRIPTION
 GR0700
 GR0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0700'13.5 MI SW FROM MOAPA.
 GR0700'13.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0700'AT MOAPA, IN T 16 S, R 65 E, NORTHWEST CORNER OF SECTION 29, 91 FEET
 GR0700'SOUTH OF AND ACROSS THE TRACK FROM THE 9TH POLE SOUTHWEST OF MILEPOLE
 GR0700'370 AT A 4 X 6 FOOT CONCRETE BOX CULVERT NO. 369.68, SET IN TOP OF THE
 GR0700'SOUTHWEST END OF THE SOUTHEAST HEADWALL, 17.8 FEET SOUTHEAST OF THE
 GR0700'SOUTHEAST RAIL AND ABOUT 12 FEET LOWER THAN THE TRACK.
 GR0700
 GR0700                          STATION RECOVERY (1963)
 GR0700
 GR0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0700'RECOVERED IN GOOD CONDITION.
 GR0700
 GR0700                          STATION RECOVERY (1983)
 GR0700
 GR0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0700'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0749 ***********************************************************************
 GR0749  DESIGNATION -  K 162
 GR0749  PID         -  GR0749
 GR0749  STATE/COUNTY-  NV/CLARK
 GR0749  USGS QUAD   -  FARRIER (1969)
 GR0749
 GR0749                         *CURRENT SURVEY CONTROL
 GR0749  ___________________________________________________________________
 GR0749* NAD 83(1986)-  36 49 44.     (N)    114 39 31.     (W)     SCALED    
 GR0749* NAVD 88     -       543.073  (meters)    1781.73   (feet)  ADJUSTED  
 GR0749  ___________________________________________________________________
 GR0749  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 GR0749  DYNAMIC HT  -         542.554 (meters)    1780.03  (feet)  COMP
 GR0749  MODELED GRAV-     979,660.5   (mgal)                       NAVD 88
 GR0749
 GR0749  VERT ORDER  -  FIRST     CLASS I
 GR0749
 GR0749.The horizontal coordinates were scaled from a topographic map and have
 GR0749.an estimated accuracy of +/- 6 seconds.
 GR0749
 GR0749.The orthometric height was determined by differential leveling
 GR0749.and adjusted by the National Geodetic Survey in June 1991..
 GR0749.WARNING-Repeat measurements at this control monument indicate possible
 GR0749.vertical movement.
 GR0749
 GR0749.The geoid height was determined by GEOID03.
 GR0749
 GR0749.The dynamic height is computed by dividing the NAVD 88
 GR0749.geopotential number by the normal gravity value computed on the
 GR0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0749.degrees latitude (g = 980.6199 gals.).
 GR0749
 GR0749.The modeled gravity was interpolated from observed gravity values.
 GR0749
 GR0749;                    North         East    Units  Estimated Accuracy
 GR0749;SPC NV E     - 8,231,040.      282,490.      MT  (+/- 180 meters Scaled)
 GR0749
 GR0749                          SUPERSEDED SURVEY CONTROL
 GR0749
 GR0749  NGVD 29 (??/??/92)  542.397  (m)         1779.51   (f) ADJ UNCH    1 1
 GR0749
 GR0749.Superseded values are not recommended for survey control.
 GR0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0749.See file dsdata.txt to determine how the superseded data were derived.
 GR0749
 GR0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA088784(NAD 83)
 GR0749_MARKER: DB = BENCH MARK DISK
 GR0749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0749_SP_SET: ABUTMENT
 GR0749_STAMPING: K 162 1935
 GR0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0749
 GR0749  HISTORY     - Date     Condition        Report By
 GR0749  HISTORY     - 1935     MONUMENTED       CGS
 GR0749  HISTORY     - 1949     GOOD             NGS
 GR0749  HISTORY     - 1963     GOOD             NGS
 GR0749  HISTORY     - 1981     GOOD             LOCSUR
 GR0749
 GR0749                          STATION DESCRIPTION
 GR0749
 GR0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0749'11.6 MI N FROM MOAPA.
 GR0749'11.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0749'MOAPA, 5 1/2 POLES NORTH OF MILEPOLE 394, AT A STEEL GIRDER BRIDGE NO.
 GR0749'394.15, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT, 7.3
 GR0749'FEET WEST OF THE WEST RAIL, AND 2 FEET LOWER THAN THE TOP OF THE RAIL.
 GR0749
 GR0749                          STATION RECOVERY (1963)
 GR0749
 GR0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0749'RECOVERED IN GOOD CONDITION.
 GR0749
 GR0749                          STATION RECOVERY (1981)
 GR0749
 GR0749'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 GR0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0274 ***********************************************************************
 GR0274  DESIGNATION -  K 163
 GR0274  PID         -  GR0274
 GR0274  STATE/COUNTY-  NV/CLARK
 GR0274  USGS QUAD   -  OVERTON BEACH (1983)
 GR0274
 GR0274                         *CURRENT SURVEY CONTROL
 GR0274  ___________________________________________________________________
 GR0274* NAD 83(1986)-  36 28 21.     (N)    114 18 02.     (W)     SCALED    
 GR0274* NAVD 88     -       441.950  (meters)    1449.96   (feet)  POSTED    
 GR0274  ___________________________________________________________________
 GR0274  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 GR0274  DYNAMIC HT  -         441.520 (meters)    1448.55  (feet)  COMP
 GR0274  MODELED GRAV-     979,641.0   (mgal)                       NAVD 88
 GR0274
 GR0274  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0274
 GR0274.The horizontal coordinates were scaled from a topographic map and have
 GR0274.an estimated accuracy of +/- 6 seconds.
 GR0274
 GR0274.The orthometric height was determined by differential leveling
 GR0274.and adjusted by the National Geodetic Survey in 1992..
 GR0274.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0274.rate of 1.1 thru 2.0 mm/km.
 GR0274
 GR0274.The geoid height was determined by GEOID03.
 GR0274
 GR0274.The dynamic height is computed by dividing the NAVD 88
 GR0274.geopotential number by the normal gravity value computed on the
 GR0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0274.degrees latitude (g = 980.6199 gals.).
 GR0274
 GR0274.The modeled gravity was interpolated from observed gravity values.
 GR0274
 GR0274;                    North         East    Units  Estimated Accuracy
 GR0274;SPC NV E     - 8,191,860.      314,960.      MT  (+/- 180 meters Scaled)
 GR0274
 GR0274                          SUPERSEDED SURVEY CONTROL
 GR0274
 GR0274  NGVD 29 (??/??/92)  441.288  (m)         1447.79   (f) ADJ UNCH    1 1
 GR0274
 GR0274.Superseded values are not recommended for survey control.
 GR0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0274.See file dsdata.txt to determine how the superseded data were derived.
 GR0274
 GR0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA418397(NAD 83)
 GR0274_MARKER: DB = BENCH MARK DISK
 GR0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0274_STAMPING: K 163 1935
 GR0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0274+STABILITY: SURFACE MOTION
 GR0274
 GR0274  HISTORY     - Date     Condition        Report By
 GR0274  HISTORY     - 1935     MONUMENTED       CGS
 GR0274  HISTORY     - 1950     GOOD             NGS
 GR0274
 GR0274                          STATION DESCRIPTION
 GR0274
 GR0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0274'38.5 MI S FROM RIVERSIDE.
 GR0274'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0274'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0274'THENCE 11.4 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GR0274'FERRY ROAD, ABOUT 65 YARDS NORTHEAST OF THE HEAD OF A RAVINE, 55 FEET
 GR0274'SOUTH OF THE CENTER LINE OF THE ROAD, 3.2 FEET SOUTH OF A WITNESS
 GR0274'POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 GR0274'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0012 ***********************************************************************
 GR0012  DESIGNATION -  K 164
 GR0012  PID         -  GR0012
 GR0012  STATE/COUNTY-  NV/CLARK
 GR0012  USGS QUAD   -  OVERTON (1983)
 GR0012
 GR0012                         *CURRENT SURVEY CONTROL
 GR0012  ___________________________________________________________________
 GR0012* NAD 83(1986)-  36 32 51.     (N)    114 23 16.     (W)     SCALED    
 GR0012* NAVD 88     -       566.614  (meters)    1858.97   (feet)  POSTED    
 GR0012  ___________________________________________________________________
 GR0012  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GR0012  DYNAMIC HT  -         566.050 (meters)    1857.12  (feet)  COMP
 GR0012  MODELED GRAV-     979,624.5   (mgal)                       NAVD 88
 GR0012
 GR0012  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0012
 GR0012.The horizontal coordinates were scaled from a topographic map and have
 GR0012.an estimated accuracy of +/- 6 seconds.
 GR0012
 GR0012.The orthometric height was determined by differential leveling
 GR0012.and adjusted by the National Geodetic Survey in 1992..
 GR0012.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0012.rate of 0.0 thru 1.0 mm/km.
 GR0012
 GR0012.The geoid height was determined by GEOID03.
 GR0012
 GR0012.The dynamic height is computed by dividing the NAVD 88
 GR0012.geopotential number by the normal gravity value computed on the
 GR0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0012.degrees latitude (g = 980.6199 gals.).
 GR0012
 GR0012.The modeled gravity was interpolated from observed gravity values.
 GR0012
 GR0012;                    North         East    Units  Estimated Accuracy
 GR0012;SPC NV E     - 8,200,080.      307,040.      MT  (+/- 180 meters Scaled)
 GR0012
 GR0012                          SUPERSEDED SURVEY CONTROL
 GR0012
 GR0012  NGVD 29 (??/??/92)  565.957  (m)         1856.81   (f) ADJ UNCH    1 1
 GR0012
 GR0012.Superseded values are not recommended for survey control.
 GR0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0012.See file dsdata.txt to determine how the superseded data were derived.
 GR0012
 GR0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA338478(NAD 83)
 GR0012_MARKER: DB = BENCH MARK DISK
 GR0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0012_STAMPING: K 164 1935
 GR0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0012+STABILITY: SURFACE MOTION
 GR0012
 GR0012  HISTORY     - Date     Condition        Report By
 GR0012  HISTORY     - 1935     MONUMENTED       CGS
 GR0012  HISTORY     - 1950     GOOD             NGS
 GR0012  HISTORY     - 1979     GOOD             USGS
 GR0012
 GR0012                          STATION DESCRIPTION
 GR0012
 GR0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0012'7.0 MI E FROM OVERTON.
 GR0012'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT OVERTON,
 GR0012'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3 MILES NORTH
 GR0012'ALONG A GRADED ROAD, THENCE 2.7 MILES NORTHEAST ALONG A TRACK ROAD,
 GR0012'THENCE 2.7 MILES SOUTHEAST ACROSS MORMON MESA, 3.8 FEET SOUTHWEST OF A
 GR0012'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0
 GR0012'FOOT ABOVE THE GROUND.
 GR0012
 GR0012                          STATION RECOVERY (1979)
 GR0012
 GR0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0012'OVERTON POST OFFICE, 4 MI NORTH AND EAST ALONG ROAD TO MORMON MESA.
 GR0012'THENCE 3.3 MI SE ALONG TRACK RD ON MORMON MESA, CROSS COUNTRY .3 MI
 GR0012'NE OF TRACK RD, 3.8 FT SOUTHWEST OF A WITNESS POST. SET IN THE TOP OF
 GR0012'A CONCRETE POST. STANDARD TABLET STAMPED K 164 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0013 ***********************************************************************
 FS0013  DESIGNATION -  K 166
 FS0013  PID         -  FS0013
 FS0013  STATE/COUNTY-  NV/CLARK
 FS0013  USGS QUAD   -  BOULDER CITY NW (1983)
 FS0013
 FS0013                         *CURRENT SURVEY CONTROL
 FS0013  ___________________________________________________________________
 FS0013* NAD 83(1986)-  35 57 17.     (N)    114 54 38.     (W)     SCALED    
 FS0013* NAVD 88     -       628.964  (meters)    2063.53   (feet)  POSTED    
 FS0013  ___________________________________________________________________
 FS0013  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FS0013  DYNAMIC HT  -         628.310 (meters)    2061.38  (feet)  COMP
 FS0013  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 FS0013
 FS0013  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0013
 FS0013.The horizontal coordinates were scaled from a topographic map and have
 FS0013.an estimated accuracy of +/- 6 seconds.
 FS0013
 FS0013.The orthometric height was determined by differential leveling
 FS0013.and adjusted by the National Geodetic Survey in 1992..
 FS0013.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0013.rate of 0.0 thru 1.0 mm/km.
 FS0013
 FS0013.The geoid height was determined by GEOID03.
 FS0013
 FS0013.The dynamic height is computed by dividing the NAVD 88
 FS0013.geopotential number by the normal gravity value computed on the
 FS0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0013.degrees latitude (g = 980.6199 gals.).
 FS0013
 FS0013.The modeled gravity was interpolated from observed gravity values.
 FS0013
 FS0013;                    North         East    Units  Estimated Accuracy
 FS0013;SPC NV E     - 8,133,860.      260,690.      MT  (+/- 180 meters Scaled)
 FS0013
 FS0013                          SUPERSEDED SURVEY CONTROL
 FS0013
 FS0013  NGVD 29 (??/??/92)  628.258  (m)         2061.21   (f) ADJ UNCH    1 1
 FS0013
 FS0013.Superseded values are not recommended for survey control.
 FS0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0013.See file dsdata.txt to determine how the superseded data were derived.
 FS0013
 FS0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV884809(NAD 83)
 FS0013_MARKER: DB = BENCH MARK DISK
 FS0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0013_STAMPING: K 166 1935
 FS0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0013+STABILITY: SURFACE MOTION
 FS0013
 FS0013  HISTORY     - Date     Condition        Report By
 FS0013  HISTORY     - 1935     MONUMENTED       CGS
 FS0013  HISTORY     - 1963     GOOD             NGS
 FS0013
 FS0013                          STATION DESCRIPTION
 FS0013
 FS0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FS0013'1.1 MI S FROM ALUNITE.
 FS0013'1.1 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE JUNCTION OF U.S.
 FS0013'HIGHWAY 93 AT ALUNITE, 201.0 FEET EAST OF THE CENTER LINE OF THE
 FS0013'HIGHWAY, ABOUT 86 FEET EAST OF THE CENTER OF A DRY WASH, 13 FEET
 FS0013'WEST OF THE EDGE OF A 6-FOOT-HIGH BANK, 2.7 FEET NORTH OF A
 FS0013'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 FS0013'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0452 ***********************************************************************
 GR0452  DESIGNATION -  K 168
 GR0452  PID         -  GR0452
 GR0452  STATE/COUNTY-  NV/CLARK
 GR0452  USGS QUAD   -  GOVERNMENT WASH (1970)
 GR0452
 GR0452                         *CURRENT SURVEY CONTROL
 GR0452  ___________________________________________________________________
 GR0452* NAD 83(1986)-  36 13 15.     (N)    114 48 07.     (W)     SCALED    
 GR0452* NAVD 88     -       620.384  (meters)    2035.38   (feet)  POSTED    
 GR0452  ___________________________________________________________________
 GR0452  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 GR0452  DYNAMIC HT  -         619.770 (meters)    2033.36  (feet)  COMP
 GR0452  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 GR0452
 GR0452  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0452
 GR0452.The horizontal coordinates were scaled from a topographic map and have
 GR0452.an estimated accuracy of +/- 6 seconds.
 GR0452
 GR0452.The orthometric height was determined by differential leveling
 GR0452.and adjusted by the National Geodetic Survey in 1992..
 GR0452.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0452.rate of 0.0 thru 1.0 mm/km.
 GR0452
 GR0452.The geoid height was determined by GEOID03.
 GR0452
 GR0452.The dynamic height is computed by dividing the NAVD 88
 GR0452.geopotential number by the normal gravity value computed on the
 GR0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0452.degrees latitude (g = 980.6199 gals.).
 GR0452
 GR0452.The modeled gravity was interpolated from observed gravity values.
 GR0452
 GR0452;                    North         East    Units  Estimated Accuracy
 GR0452;SPC NV E     - 8,163,460.      270,250.      MT  (+/- 180 meters Scaled)
 GR0452
 GR0452                          SUPERSEDED SURVEY CONTROL
 GR0452
 GR0452  NGVD 29 (??/??/92)  619.698  (m)         2033.13   (f) ADJ UNCH    1 1
 GR0452
 GR0452.Superseded values are not recommended for survey control.
 GR0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0452.See file dsdata.txt to determine how the superseded data were derived.
 GR0452
 GR0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA975106(NAD 83)
 GR0452_MARKER: DB = BENCH MARK DISK
 GR0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0452_STAMPING: K 168 1935
 GR0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0452+STABILITY: SURFACE MOTION
 GR0452
 GR0452  HISTORY     - Date     Condition        Report By
 GR0452  HISTORY     - 1935     MONUMENTED       CGS
 GR0452  HISTORY     - 1963     GOOD             NGS
 GR0452
 GR0452                          STATION DESCRIPTION
 GR0452
 GR0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0452'15.3 MI S FROM APEX SIDING.
 GR0452'9.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM APEX SIDING, THENCE 5.7
 GR0452'MILES EAST ALONG A TRACK ROAD, 200 YARDS SOUTH OF A PROMINENT RED CLAY
 GR0452'BLUFF, ABOUT 100 YARDS NORTHWEST OF A RED ROCK CLIFF, 27 FEET NORTH OF
 GR0452'THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTHWEST OF A WITNESS POST,
 GR0452'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 GR0452'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1174 ***********************************************************************
 GR1174  DESIGNATION -  K 169
 GR1174  PID         -  GR1174
 GR1174  STATE/COUNTY-  NV/CLARK
 GR1174  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1174
 GR1174                         *CURRENT SURVEY CONTROL
 GR1174  ___________________________________________________________________
 GR1174* NAD 83(1986)-  36 10 21.     (N)    115 08 28.     (W)     SCALED    
 GR1174* NAVD 88     -       614.011  (meters)    2014.47   (feet)  ADJUSTED  
 GR1174  ___________________________________________________________________
 GR1174  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR1174  DYNAMIC HT  -         613.383 (meters)    2012.41  (feet)  COMP
 GR1174  MODELED GRAV-     979,591.6   (mgal)                       NAVD 88
 GR1174  OBS GRAVITY -     979,586.9   (mgal)                       GRAV_OBS
 GR1174
 GR1174  VERT ORDER  -  FIRST     CLASS II
 GR1174
 GR1174.The horizontal coordinates were scaled from a topographic map and have
 GR1174.an estimated accuracy of +/- 6 seconds.
 GR1174
 GR1174.The orthometric height was determined by differential leveling
 GR1174.and adjusted by the National Geodetic Survey in June 1991..
 GR1174
 GR1174.The geoid height was determined by GEOID03.
 GR1174
 GR1174.The dynamic height is computed by dividing the NAVD 88
 GR1174.geopotential number by the normal gravity value computed on the
 GR1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1174.degrees latitude (g = 980.6199 gals.).
 GR1174
 GR1174.The modeled gravity was interpolated from observed gravity values.
 GR1174.The observed gravity was obtained from relative gravimeter ties
 GR1174.to the IGSN71 gravity network.
 GR1174
 GR1174;                    North         East    Units  Estimated Accuracy
 GR1174;SPC NV E     - 8,157,900.      239,780.      MT  (+/- 180 meters Scaled)
 GR1174
 GR1174                          SUPERSEDED SURVEY CONTROL
 GR1174
 GR1174  NGVD 29 (??/??/92)  613.906  (m)         2014.12   (f) ADJ UNCH    1 2
 GR1174
 GR1174.Superseded values are not recommended for survey control.
 GR1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1174.See file dsdata.txt to determine how the superseded data were derived.
 GR1174
 GR1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA671046(NAD 83)
 GR1174_MARKER: DB = BENCH MARK DISK
 GR1174_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GR1174_SP_SET: STAIRWELL
 GR1174_STAMPING: K 169 1935
 GR1174_MARK LOGO: CGS   
 GR1174_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1174+STABILITY: SURFACE MOTION
 GR1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR1174+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2003
 GR1174
 GR1174  HISTORY     - Date     Condition        Report By
 GR1174  HISTORY     - 1935     MONUMENTED       CGS
 GR1174  HISTORY     - 1957     GOOD             NGS
 GR1174  HISTORY     - 1975     GOOD             NGS
 GR1174  HISTORY     - 1980     GOOD             NGS
 GR1174  HISTORY     - 1983     GOOD             NGS
 GR1174  HISTORY     - 1983     GOOD             NGS
 GR1174  HISTORY     - 19870405 GOOD             USPSQD
 GR1174  HISTORY     - 19880129 GOOD             NGS
 GR1174  HISTORY     - 19961122 GOOD             USPSQD
 GR1174  HISTORY     - 20030130 GOOD             NGS
 GR1174
 GR1174                          STATION DESCRIPTION
 GR1174
 GR1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR1174'IN LAS VEGAS.
 GR1174'AT LAS VEGAS, AT THE INTERSECTION OF NORTH 3RD STREET AND STEWART
 GR1174'AVENUE, AT THE POST OFFICE, AT THE MAIN ENTRANCE, IN THE TOP OF THE
 GR1174'EAST END OF THE FIRST STEP ABOVE THE FIRST LANDING, 24.5 FEET EAST OF
 GR1174'THE CONSTRUCTION JOINT IN THE CENTER OF THE FIRST LANDING, 0.4 FEET
 GR1174'SOUTH OF THE EAST CONCRETE BALUSTRADE, AND ABOUT 2 1/2 FEET HIGHER
 GR1174'THAN THE SIDEWALK.
 GR1174
 GR1174                          STATION RECOVERY (1975)
 GR1174
 GR1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GR1174'RECOVERED IN GOOD CONDITION.
 GR1174
 GR1174                          STATION RECOVERY (1980)
 GR1174
 GR1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1174'RECOVERED IN GOOD CONDITION.
 GR1174
 GR1174                          STATION RECOVERY (1983)
 GR1174
 GR1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR1174'RECOVERED IN GOOD CONDITION.  CHANGE STEWART AVENUE TO EAST STEWART
 GR1174'AVENUE AND THE MAIN ENTRANCE TO THE MAIN SOUTH ENTRANCE.  ALSO, THE
 GR1174'CONSTRUCTION JOINT IS THE CENTER ONE.
 GR1174
 GR1174                          STATION RECOVERY (1983)
 GR1174
 GR1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR1174'AT THE INTERSECTION ON NORTH THIRD STREET AND EAST STEWART AVENUE, AT
 GR1174'THE MAIN (SOUTH) ENTRANCE TO THE POST OFFICE, IN THE TOP OF THE EAST
 GR1174'END OF THE FIRST STEP ABOVE THE FIRST LANDING , 24.5 FEET EAST OF THE
 GR1174'CONSTRUCTION JOINT IN THE CENTER OF THE FIRST LANDING, 0.4 FT. SOUTH
 GR1174'OF THE EAST CONCRETE BALUSTRADE, ABOUT 2.5 FT. ABOVE THE SIDEWALK.
 GR1174
 GR1174                          STATION RECOVERY (1987)
 GR1174
 GR1174'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 GR1174'RECOVERED IN GOOD CONDITION.
 GR1174
 GR1174                          STATION RECOVERY (1988)
 GR1174
 GR1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GR1174'STATION IS IN DOWNTOWN LAS VEGAS, NV, AT THE POST OFFICE AND FEDERAL
 GR1174'BLDG.  STATION IS 0.56 KM (0.35 MI) NNE OF CLARK COUNTY COURT HOUSE
 GR1174'AND MAIN FEDERAL BLDG.  TO ACCESS FROM EXIT 42 OF INTERSTATE ROUTE
 GR1174'15, GO EAST ON ROUTES US 93 AND US 95 SOUTHBOUND.  GO 1.1 KM
 GR1174'(0.70 MI) MILES ANS EXIT SOUTH AT CASINO CENTER BLVD. (EXIT 75A).  GO
 GR1174'0.4 KM (0.25 MI) AND TURN ESE ONTO EAST STEWART STREET.  GO 0.11 KM
 GR1174'(0.05 MI) (1 BLOCK) TO POST OFFICE AT INTERSECTION WITH NORTH THIRD
 GR1174'STREET.  STATION IS ON ESE SIDE OF CONCRETE STAIRWELL LEADING UP TO
 GR1174'SOUTH (MAIN) ENTRANCE TO POST OFFICE, ALONG EXTENSION OF THE ESE SIDE
 GR1174'OF NORTH THIRD STREET, 0.12 M (0.39 FT) SOUTH OF THE ESE CONCRETE
 GR1174'BALESTRADE, 0.76 M (2.49 FT) ABOVE SIDEWALK, 7.5 M (24.6 FT) ESE OF
 GR1174'CENTER OF CONSTRUCTION JOINT OF FIRST LANDING, AND BEHIND A BRASS
 GR1174'HANDRAIL.
 GR1174
 GR1174                          STATION RECOVERY (1996)
 GR1174
 GR1174'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1174'RECOVERED IN GOOD CONDITION.
 GR1174
 GR1174                          STATION RECOVERY (2003)
 GR1174
 GR1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 GR1174'1988  DESCRIPTION IS ADEQUATE, EXCEPT CHANGE I-15 EXIT 42 TO 42B AND
 GR1174'US 95 AND US 93 EXIT 75A TO 75B.  ROUTES US 95 AND US 93 ARE ALSO
 GR1174'I-515.  DRIVE ALONG CASINO CENTER BLVD. FOR 0.15 MILES, NOT 0.25 MILES
 GR1174'TO REACH EAST STEWART ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1245 ***********************************************************************
 GR1245  DESIGNATION -  K 17
 GR1245  PID         -  GR1245
 GR1245  STATE/COUNTY-  NV/NYE
 GR1245  USGS QUAD   -  NIAVI WASH (1984)
 GR1245
 GR1245                         *CURRENT SURVEY CONTROL
 GR1245  ___________________________________________________________________
 GR1245* NAD 83(1986)-  36 35 53.     (N)    115 57 36.     (W)     SCALED    
 GR1245* NAVD 88     -      1106.456  (meters)    3630.10   (feet)  ADJUSTED  
 GR1245  ___________________________________________________________________
 GR1245  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 GR1245  DYNAMIC HT  -        1105.272 (meters)    3626.21  (feet)  COMP
 GR1245  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 GR1245
 GR1245  VERT ORDER  -  FIRST     CLASS II
 GR1245
 GR1245.The horizontal coordinates were scaled from a topographic map and have
 GR1245.an estimated accuracy of +/- 6 seconds.
 GR1245
 GR1245.The orthometric height was determined by differential leveling
 GR1245.and adjusted by the National Geodetic Survey in June 1991..
 GR1245
 GR1245.The geoid height was determined by GEOID03.
 GR1245
 GR1245.The dynamic height is computed by dividing the NAVD 88
 GR1245.geopotential number by the normal gravity value computed on the
 GR1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1245.degrees latitude (g = 980.6199 gals.).
 GR1245
 GR1245.The modeled gravity was interpolated from observed gravity values.
 GR1245
 GR1245;                    North         East    Units  Estimated Accuracy
 GR1245;SPC NV C     - 6,205,260.      563,230.      MT  (+/- 180 meters Scaled)
 GR1245
 GR1245                          SUPERSEDED SURVEY CONTROL
 GR1245
 GR1245  NGVD 29 (05/01/91) 1105.619  (m)         3627.35   (f) ADJUSTED    1 2
 GR1245
 GR1245.Superseded values are not recommended for survey control.
 GR1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1245.See file dsdata.txt to determine how the superseded data were derived.
 GR1245
 GR1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA930507(NAD 83)
 GR1245_MARKER: P = PIPE CAP
 GR1245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1245_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1245_STAMPING: 3627.296 1907 B 101
 GR1245_MARK LOGO: USGS  
 GR1245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1245
 GR1245  HISTORY     - Date     Condition        Report By
 GR1245  HISTORY     - 1907     MONUMENTED       USGS
 GR1245  HISTORY     - 1952     GOOD             NGS
 GR1245  HISTORY     - 1983     GOOD             NGS
 GR1245
 GR1245                          STATION DESCRIPTION
 GR1245
 GR1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GR1245'16.2 MI W FROM INDIAN SPRINGS.
 GR1245'16.2 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE HIGHWAY MAINTENANCE
 GR1245'STATION AT INDIAN SPRINGS, 1.35 MILES EAST OF A JUNCTION WITH AN OILED
 GR1245'ROAD LEADING NORTHWEST, 219 FEET SOUTH OF THE CENTER LINE OF THE
 GR1245'HIGHWAY, 39 FEET NORTHWEST OF A TELEPHONE POLE, 36 FEET SOUTH OF THE
 GR1245'CENTER LINE OF THE OLD HIGHWAY, RIVETED ON THE TOP OF A 3 INCH IRON
 GR1245'PIPE WHICH PROJECTS 1.4 FEET ABOVE THE GROUND.
 GR1245
 GR1245                          STATION RECOVERY (1983)
 GR1245
 GR1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR1245'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR1245'26.45 KM (16.5 MI) WEST ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 GR1245'INDIAN SPRINGS, 0.37 KM (0.23 MI) SOUTHEAST OF MILEPOST 4, 66.4 METERS
 GR1245'(218 FT) SOUTHWEST OF THE SOUTH BOUND CENTERLINE, 12.6 METERS (41.5
 GR1245'FT) NORTHWEST OF A TELEPHONE POLE, 11.3 METERS (37 FT) SOUTH OF THE
 GR1245'CENTER OF THE OLD ROAD BED, 3.1 METERS (10.5 FT) SOUTHWEST OF THE
 GR1245'RIGHT OF WAY FENCE.NOT--PIPE PROJECTS 36 CM ABOVE THE GROUND,
 GR1245'DEPTH UNKNOWN.
 GR1245'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 GR1245'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0161 ***********************************************************************
 FS0161  DESIGNATION -  K 170
 FS0161  PID         -  FS0161
 FS0161  STATE/COUNTY-  NV/CLARK
 FS0161  USGS QUAD   -  SLOAN (1989)
 FS0161
 FS0161                         *CURRENT SURVEY CONTROL
 FS0161  ___________________________________________________________________
 FS0161* NAD 83(1986)-  35 57 50.     (N)    115 12 42.     (W)     SCALED    
 FS0161* NAVD 88     -       815.105  (meters)    2674.22   (feet)  POSTED    
 FS0161  ___________________________________________________________________
 FS0161  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FS0161  DYNAMIC HT  -         814.250 (meters)    2671.42  (feet)  COMP
 FS0161  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 FS0161
 FS0161  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0161
 FS0161.The horizontal coordinates were scaled from a topographic map and have
 FS0161.an estimated accuracy of +/- 6 seconds.
 FS0161
 FS0161.The orthometric height was determined by differential leveling
 FS0161.and adjusted by the National Geodetic Survey in 1992..
 FS0161.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0161.rate of 1.1 thru 2.0 mm/km.
 FS0161
 FS0161.The geoid height was determined by GEOID03.
 FS0161
 FS0161.The dynamic height is computed by dividing the NAVD 88
 FS0161.geopotential number by the normal gravity value computed on the
 FS0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0161.degrees latitude (g = 980.6199 gals.).
 FS0161
 FS0161.The modeled gravity was interpolated from observed gravity values.
 FS0161
 FS0161;                    North         East    Units  Estimated Accuracy
 FS0161;SPC NV E     - 8,134,730.      233,520.      MT  (+/- 180 meters Scaled)
 FS0161
 FS0161                          SUPERSEDED SURVEY CONTROL
 FS0161
 FS0161  NGVD 29 (??/??/92)  814.361  (m)         2671.78   (f) ADJ UNCH    1 2
 FS0161
 FS0161.Superseded values are not recommended for survey control.
 FS0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0161.See file dsdata.txt to determine how the superseded data were derived.
 FS0161
 FS0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV612814(NAD 83)
 FS0161_MARKER: DB = BENCH MARK DISK
 FS0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0161_SP_SET: CULVERT
 FS0161_STAMPING: K 170 1935
 FS0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0161
 FS0161  HISTORY     - Date     Condition        Report By
 FS0161  HISTORY     - 1935     MONUMENTED       CGS
 FS0161  HISTORY     - 1949     GOOD             NGS
 FS0161
 FS0161                          STATION DESCRIPTION
 FS0161
 FS0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0161'16.4 MI S FROM LAS VEGAS.
 FS0161'16.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0161'AT LAS VEGAS, 11 RAILS SOUTH OF MILEPOLE 318, AT A 48-INCH
 FS0161'CORRUGATED METAL PIPE CULVERT 317.93, IN THE TOP OF THE NORTH END
 FS0161'OF THE WEST CONCRETE HEAD WALL, ABOUT 18 FEET WEST OF THE WEST
 FS0161'RAIL, AND ABOUT 15 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0491 ***********************************************************************
 GR0491  DESIGNATION -  K 172
 GR0491  PID         -  GR0491
 GR0491  STATE/COUNTY-  NV/CLARK
 GR0491  USGS QUAD   -  BOULDER CANYON (1983)
 GR0491
 GR0491                         *CURRENT SURVEY CONTROL
 GR0491  ___________________________________________________________________
 GR0491* NAD 83(1986)-  36 11 41.     (N)    114 35 30.     (W)     SCALED    
 GR0491* NAVD 88     -       546.386  (meters)    1792.60   (feet)  POSTED    
 GR0491  ___________________________________________________________________
 GR0491  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 GR0491  DYNAMIC HT  -         545.850 (meters)    1790.84  (feet)  COMP
 GR0491  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 GR0491
 GR0491  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0491
 GR0491.The horizontal coordinates were scaled from a topographic map and have
 GR0491.an estimated accuracy of +/- 6 seconds.
 GR0491
 GR0491.The orthometric height was determined by differential leveling
 GR0491.and adjusted by the National Geodetic Survey in 1992..
 GR0491.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0491.rate of 0.0 thru 1.0 mm/km.
 GR0491
 GR0491.The geoid height was determined by GEOID03.
 GR0491
 GR0491.The dynamic height is computed by dividing the NAVD 88
 GR0491.geopotential number by the normal gravity value computed on the
 GR0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0491.degrees latitude (g = 980.6199 gals.).
 GR0491
 GR0491.The modeled gravity was interpolated from observed gravity values.
 GR0491
 GR0491;                    North         East    Units  Estimated Accuracy
 GR0491;SPC NV E     - 8,160,730.      289,180.      MT  (+/- 180 meters Scaled)
 GR0491
 GR0491                          SUPERSEDED SURVEY CONTROL
 GR0491
 GR0491  NGVD 29 (??/??/92)  545.694  (m)         1790.33   (f) ADJ UNCH    1 1
 GR0491
 GR0491.Superseded values are not recommended for survey control.
 GR0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0491.See file dsdata.txt to determine how the superseded data were derived.
 GR0491
 GR0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA165082(NAD 83)
 GR0491_MARKER: DB = BENCH MARK DISK
 GR0491_SETTING: 80 = SET IN A BOULDER
 GR0491_SP_SET: BOULDER
 GR0491_STAMPING: K 172 1935
 GR0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0491+STABILITY: SURFACE MOTION
 GR0491
 GR0491  HISTORY     - Date     Condition        Report By
 GR0491  HISTORY     - 1935     MONUMENTED       CGS
 GR0491  HISTORY     - 1950     GOOD             NGS
 GR0491  HISTORY     - 1963     GOOD             NGS
 GR0491
 GR0491                          STATION DESCRIPTION
 GR0491
 GR0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0491'3.4 MI NW FROM MOUTH OF BOULDER WASH.
 GR0491'3.4 MILES NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0491'WASH, IN THE TOP OF A LARGE RED FLAT-TOPPED BOULDER, AT THE NORTHWEST
 GR0491'BASE OF A RED ROCKY HILL, 63 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GR0491'WASH, ABOUT 5 FEET HIGHER THAN THE BED OF THE WASH, AND MARKED BY THE
 GR0491'WHITE PAINTED LETTERS BM.
 GR0491
 GR0491                          STATION RECOVERY (1963)
 GR0491
 GR0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0469 ***********************************************************************
 GR0469  DESIGNATION -  K 173
 GR0469  PID         -  GR0469
 GR0469  STATE/COUNTY-  NV/CLARK
 GR0469  USGS QUAD   -  CALLVILLE BAY (1983)
 GR0469
 GR0469                         *CURRENT SURVEY CONTROL
 GR0469  ___________________________________________________________________
 GR0469* NAD 83(1999)-  36 11 21.87438(N)    114 41 25.75446(W)     ADJUSTED  
 GR0469* NAVD 88     -       489.536  (meters)    1606.09   (feet)  POSTED    
 GR0469  ___________________________________________________________________
 GR0469  EPOCH DATE  -        1999.37
 GR0469  X           -  -2,152,905.223 (meters)                     COMP
 GR0469  Y           -  -4,682,799.448 (meters)                     COMP
 GR0469  Z           -   3,745,447.007 (meters)                     COMP
 GR0469  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 GR0469  ELLIP HEIGHT-         461.76  (meters)          (05/16/00) GPS OBS
 GR0469  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 GR0469  DYNAMIC HT  -         489.060 (meters)    1604.52  (feet)  COMP
 GR0469  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 GR0469
 GR0469  HORZ ORDER  -  A
 GR0469  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0469  ELLP ORDER  -  FOURTH    CLASS I
 GR0469
 GR0469.The horizontal coordinates were established by GPS observations
 GR0469.and adjusted by the National Geodetic Survey in May 2000..
 GR0469.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 GR0469.DATUM ITEM on the data sheet items page.
 GR0469.The horizontal coordinates are valid at the epoch date displayed above.
 GR0469.The epoch date for horizontal control is a decimal equivalence
 GR0469.of Year/Month/Day.
 GR0469
 GR0469.The orthometric height was determined by differential leveling
 GR0469.and adjusted by the National Geodetic Survey in 1992..
 GR0469.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0469.rate of 0.0 thru 1.0 mm/km.
 GR0469
 GR0469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GR0469
 GR0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0469
 GR0469.The ellipsoidal height was determined by GPS observations
 GR0469.and is referenced to NAD 83.
 GR0469
 GR0469.The geoid height was determined by GEOID03.
 GR0469
 GR0469.The dynamic height is computed by dividing the NAVD 88
 GR0469.geopotential number by the normal gravity value computed on the
 GR0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0469.degrees latitude (g = 980.6199 gals.).
 GR0469
 GR0469.The modeled gravity was interpolated from observed gravity values.
 GR0469
 GR0469;                    North         East     Units Scale Factor Converg.
 GR0469;SPC NV E     - 8,160,054.852   280,302.305   MT  0.99997943   +0 31 38.0
 GR0469;SPC NV E     -26,771,779.96    919,625.15   sFT  0.99997943   +0 31 38.0
 GR0469;UTM  11      - 4,007,429.164   707,669.174   MT  1.00013140   +1 21 51.0
 GR0469
 GR0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0469!SPC NV E     -   0.99992753  x   0.99997943  =   0.99990697
 GR0469!UTM  11      -   0.99992753  x   1.00013140  =   1.00005892
 GR0469
 GR0469                          SUPERSEDED SURVEY CONTROL
 GR0469
 GR0469  NAVD 88 (05/16/00)  489.54   (m)         1606.1    (f) LEVELING    3  
 GR0469  NGVD 29 (??/??/92)  488.862  (m)         1603.87   (f) ADJ UNCH    1 1
 GR0469
 GR0469.Superseded values are not recommended for survey control.
 GR0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0469.See file dsdata.txt to determine how the superseded data were derived.
 GR0469
 GR0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0766907429(NAD 83)
 GR0469_MARKER: DD = SURVEY DISK
 GR0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0469_STAMPING: K 173 1935
 GR0469_MARK LOGO: CGS   
 GR0469_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0469+STABILITY: SURFACE MOTION
 GR0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0469+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 GR0469
 GR0469  HISTORY     - Date     Condition        Report By
 GR0469  HISTORY     - 1935     MONUMENTED       CGS
 GR0469  HISTORY     - 1950     GOOD             NGS
 GR0469  HISTORY     - 1963     GOOD             NGS
 GR0469  HISTORY     - 1979     GOOD             USGS
 GR0469  HISTORY     - 19990401 GOOD             NGS
 GR0469
 GR0469                          STATION DESCRIPTION
 GR0469
 GR0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0469'11.7 MI NW FROM MOUTH OF BOULDER WASH.
 GR0469'11.7 MILES NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0469'WASH, 0.2 MILE EAST OF THE JUNCTION OF TWO WASHES, 85 FEET NORTH OF A
 GR0469'RED ROCK CLIFF, AT THE NORTH EDGE OF A WASH, 3.4 FEET EAST OF A
 GR0469'CONCRETE WITNESS POST, ABOUT 3 FEET HIGHER THAN THE BED OF THE WASH,
 GR0469'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 GR0469'GROUND.
 GR0469
 GR0469                          STATION RECOVERY (1963)
 GR0469
 GR0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0469'RECOVERED IN GOOD CONDITION.
 GR0469
 GR0469                          STATION RECOVERY (1979)
 GR0469
 GR0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0469'STATE RT. 167 (NORTH SHORE ROAD) AND CALLVILLE WASH. 0.5 MI. SOUTH IN
 GR0469'CALLVILLE WASH. 0.2 MI. EAST OF THE JUNCTION OF CALLVILLE WASH AND
 GR0469'LOWELL WASH. 85 FT. NORTH OF A RED ROCK CLIFF. AT THE NORTH EDGE OF
 GR0469'THE WASH. 3 FT. EAST OF A CONCRETE WITNESS POST. A STANDARD USC AND
 GR0469'GS TABLET STAMPED K 173 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GR0469
 GR0469                          STATION RECOVERY (1999)
 GR0469
 GR0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JGF)
 GR0469'THE STATION WAS RECOVERED IN GOOD CONDITION.  TO REACH THE STATION
 GR0469'FROM THE CITY OF NORTH LAS VEGAS AT THE JUNCTION OF US HWY 93 AND
 GR0469'STATE HIGHWAY 147 (LAKE MEAD BLVD) GO EAST AND SOUTHEAST ON HWY 147
 GR0469'FOR ABOUT 16 MILES (25.7 KM) TO THE JUNCTION OF STATE HIGHWAY 167. GO
 GR0469'EAST ON 167 (NORTH SHORE ROAD) FOR ABOUT 7.9 MILES (12.7 KM) TO THE
 GR0469'CALLVILLE BAY ROAD.  CONTINUE EASTERLY ON HWY 167 FOR 4.8 MILES (7.7
 GR0469'KM) TO A SIDE ROAD RIGHT, WASH ROAD 98 SOUTH (THIS IS 0.05 MILE (0.08
 GR0469'KM) WEST OF MILE POST 16) , TURN RIGHT AND GO SOUTH ON WASH ROAD 98
 GR0469'FOR 0.6 MILE (1.0 KM) TO THE STATION ON THE LEFT DOWN IN THE EDGE OF
 GR0469'THE WASH.  A PLASTIC WITNESS POST WAS SET AT ROAD LEVEL AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0579 ***********************************************************************
 GR0579  DESIGNATION -  K 174
 GR0579  PID         -  GR0579
 GR0579  STATE/COUNTY-  NV/CLARK
 GR0579  USGS QUAD   -  HOOVER DAM (1997)
 GR0579
 GR0579                         *CURRENT SURVEY CONTROL
 GR0579  ___________________________________________________________________
 GR0579* NAD 83(1986)-  36 01 01.     (N)    114 44 19.     (W)     SCALED    
 GR0579* NAVD 88     -       377.666  (meters)    1239.06   (feet)  ADJUSTED  
 GR0579  ___________________________________________________________________
 GR0579  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0579  DYNAMIC HT  -         377.296 (meters)    1237.85  (feet)  COMP
 GR0579  MODELED GRAV-     979,642.8   (mgal)                       NAVD 88
 GR0579
 GR0579  VERT ORDER  -  FIRST     CLASS I
 GR0579
 GR0579.The horizontal coordinates were scaled from a topographic map and have
 GR0579.an estimated accuracy of +/- 6 seconds.
 GR0579
 GR0579.The orthometric height was determined by differential leveling
 GR0579.and adjusted by the National Geodetic Survey in June 1991..
 GR0579
 GR0579.The geoid height was determined by GEOID03.
 GR0579
 GR0579.The dynamic height is computed by dividing the NAVD 88
 GR0579.geopotential number by the normal gravity value computed on the
 GR0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0579.degrees latitude (g = 980.6199 gals.).
 GR0579
 GR0579.The modeled gravity was interpolated from observed gravity values.
 GR0579
 GR0579;                    North         East    Units  Estimated Accuracy
 GR0579;SPC NV E     - 8,140,880.      276,140.      MT  (+/- 180 meters Scaled)
 GR0579
 GR0579                          SUPERSEDED SURVEY CONTROL
 GR0579
 GR0579  NGVD 29 (??/??/92)  376.952  (m)         1236.72   (f) ADJ UNCH    1 1
 GR0579
 GR0579.Superseded values are not recommended for survey control.
 GR0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0579.See file dsdata.txt to determine how the superseded data were derived.
 GR0579
 GR0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV037881(NAD 83)
 GR0579_MARKER: DD = SURVEY DISK
 GR0579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0579_SP_SET: FOUNDATION
 GR0579_STAMPING: K 174 1935
 GR0579_MARK LOGO: CGS   
 GR0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0579+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 GR0579
 GR0579  HISTORY     - Date     Condition        Report By
 GR0579  HISTORY     - 1935     MONUMENTED       BOR
 GR0579  HISTORY     - 1950     GOOD             NGS
 GR0579  HISTORY     - 1963     GOOD             NGS
 GR0579  HISTORY     - 1981     GOOD             NGS
 GR0579  HISTORY     - 1990     GOOD             USPSQD
 GR0579  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GR0579  HISTORY     - 19961102 GOOD             USPSQD
 GR0579  HISTORY     - 20050520 GOOD             GEOCAC
 GR0579
 GR0579                          STATION DESCRIPTION
 GR0579
 GR0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0579'IN HOOVER DAM.
 GR0579'AT HOOVER DAM, ABOUT 0.15 MILE NORTHEAST OF THE NORTHWEST (NEVADA)
 GR0579'END, AT THE SOUTHWEST (DOWNSTREAM) END OF THE NEVADA SPILLWAY, 17.0
 GR0579'FEET SOUTHEAST OF THE CENTER OF THE DOOR OF THE ENTRANCE HOUSE, 3.0
 GR0579'FEET WEST OF A STEEL AND CONCRETE GUARD RAIL, AND IN THE TOP OF THE
 GR0579'CONCRETE FOUNDATION OF THE ENTRANCE HOUSE.
 GR0579
 GR0579                          STATION RECOVERY (1963)
 GR0579
 GR0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0579'RECOVERED IN GOOD CONDITION.
 GR0579
 GR0579                          STATION RECOVERY (1981)
 GR0579
 GR0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0579'RECOVERED IN GOOD CONDITION.
 GR0579
 GR0579                          STATION RECOVERY (1990)
 GR0579
 GR0579'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0579'RECOVERED IN GOOD CONDITION.
 GR0579
 GR0579                          STATION RECOVERY (1990)
 GR0579
 GR0579'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0579'MARK NOT FOUND.
 GR0579
 GR0579                          STATION RECOVERY (1996)
 GR0579
 GR0579'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0579'RECOVERED IN GOOD CONDITION.
 GR0579
 GR0579                          STATION RECOVERY (2005)
 GR0579
 GR0579'RECOVERY NOTE BY GEOCACHING 2005 (WS)
 GR0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0340 ***********************************************************************
 GR0340  DESIGNATION -  K 175
 GR0340  PID         -  GR0340
 GR0340  STATE/COUNTY-  NV/CLARK
 GR0340  USGS QUAD   -  GARRETT BUTTE (1984)
 GR0340
 GR0340                         *CURRENT SURVEY CONTROL
 GR0340  ___________________________________________________________________
 GR0340* NAD 83(1986)-  36 13 11.     (N)    114 15 21.     (W)     SCALED    
 GR0340* NAVD 88     -       902.616  (meters)    2961.33   (feet)  POSTED    
 GR0340  ___________________________________________________________________
 GR0340  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 GR0340  DYNAMIC HT  -         901.680 (meters)    2958.26  (feet)  COMP
 GR0340  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 GR0340
 GR0340  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0340
 GR0340.The horizontal coordinates were scaled from a topographic map and have
 GR0340.an estimated accuracy of +/- 6 seconds.
 GR0340
 GR0340.The orthometric height was determined by differential leveling
 GR0340.and adjusted by the National Geodetic Survey in 1992..
 GR0340.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0340.rate of 0.0 thru 1.0 mm/km.
 GR0340
 GR0340.The geoid height was determined by GEOID03.
 GR0340
 GR0340.The dynamic height is computed by dividing the NAVD 88
 GR0340.geopotential number by the normal gravity value computed on the
 GR0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0340.degrees latitude (g = 980.6199 gals.).
 GR0340
 GR0340.The modeled gravity was interpolated from observed gravity values.
 GR0340
 GR0340;                    North         East    Units  Estimated Accuracy
 GR0340;SPC NV E     - 8,163,870.      319,350.      MT  (+/- 180 meters Scaled)
 GR0340
 GR0340                          SUPERSEDED SURVEY CONTROL
 GR0340
 GR0340  NGVD 29 (??/??/92)  901.892  (m)         2958.96   (f) ADJ UNCH    1 1
 GR0340
 GR0340.Superseded values are not recommended for survey control.
 GR0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0340.See file dsdata.txt to determine how the superseded data were derived.
 GR0340
 GR0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA466118(NAD 83)
 GR0340_MARKER: DB = BENCH MARK DISK
 GR0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0340_STAMPING: K 175 1935
 GR0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0340+STABILITY: SURFACE MOTION
 GR0340
 GR0340  HISTORY     - Date     Condition        Report By
 GR0340  HISTORY     - 1935     MONUMENTED       CGS
 GR0340  HISTORY     - 1950     GOOD             NGS
 GR0340
 GR0340                          STATION DESCRIPTION
 GR0340
 GR0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0340'7.1 MI SW FROM GOLD BUTTE RANCHHOUSE.
 GR0340'7.1 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE GOLD BUTTE RANCHHOUSE,
 GR0340'9.3 MILES NORTH OF THE LAKE SHORE MINE, ON THE TOP OF A SMALL RISE,
 GR0340'132 FEET SOUTHEAST OF A POINT WHERE THE ROAD CROSSES A WASH, 31 FEET
 GR0340'WEST OF A 24-INCH YUCCA TREE, 13 1/2 FEET NORTHEAST OF THE CENTER LINE
 GR0340'OF THE ROAD, 2.3 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 GR0340'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 GR0340'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0310 ***********************************************************************
 GR0310  DESIGNATION -  K 176
 GR0310  PID         -  GR0310
 GR0310  STATE/COUNTY-  NV/CLARK
 GR0310  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0310
 GR0310                         *CURRENT SURVEY CONTROL
 GR0310  ___________________________________________________________________
 GR0310* NAD 83(1986)-  36 06 38.     (N)    114 09 56.     (W)     SCALED    
 GR0310* NAVD 88     -       515.369  (meters)    1690.84   (feet)  POSTED    
 GR0310  ___________________________________________________________________
 GR0310  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 GR0310  DYNAMIC HT  -         514.850 (meters)    1689.14  (feet)  COMP
 GR0310  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 GR0310
 GR0310  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0310
 GR0310.The horizontal coordinates were scaled from a topographic map and have
 GR0310.an estimated accuracy of +/- 6 seconds.
 GR0310
 GR0310.The orthometric height was determined by differential leveling
 GR0310.and adjusted by the National Geodetic Survey in 1992..
 GR0310.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0310.rate of 0.0 thru 1.0 mm/km.
 GR0310
 GR0310.The geoid height was determined by GEOID03.
 GR0310
 GR0310.The dynamic height is computed by dividing the NAVD 88
 GR0310.geopotential number by the normal gravity value computed on the
 GR0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0310.degrees latitude (g = 980.6199 gals.).
 GR0310
 GR0310.The modeled gravity was interpolated from observed gravity values.
 GR0310
 GR0310;                    North         East    Units  Estimated Accuracy
 GR0310;SPC NV E     - 8,151,870.      327,650.      MT  (+/- 180 meters Scaled)
 GR0310
 GR0310                          SUPERSEDED SURVEY CONTROL
 GR0310
 GR0310  NGVD 29 (??/??/92)  514.651  (m)         1688.48   (f) ADJ UNCH    1 1
 GR0310
 GR0310.Superseded values are not recommended for survey control.
 GR0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0310.See file dsdata.txt to determine how the superseded data were derived.
 GR0310
 GR0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV551999(NAD 83)
 GR0310_MARKER: DB = BENCH MARK DISK
 GR0310_SETTING: 80 = SET IN A BOULDER
 GR0310_SP_SET: BOULDER
 GR0310_STAMPING: K 176 1935
 GR0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0310+STABILITY: SURFACE MOTION
 GR0310
 GR0310  HISTORY     - Date     Condition        Report By
 GR0310  HISTORY     - 1935     MONUMENTED       CGS
 GR0310  HISTORY     - 1950     GOOD             NGS
 GR0310
 GR0310                          STATION DESCRIPTION
 GR0310
 GR0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0310'2.9 MI SE FROM LAKE SHORE MINE.
 GR0310'2.9 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, IN THE
 GR0310'TOP OF A SMALL BROWN GRANITE BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE
 GR0310'GROUND, ON THE TOP OF THE BANK AT THE SOUTHWEST EDGE OF THE MAIN
 GR0310'CHANNEL OF A WASH, 64 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 GR0310'MAIN CHANNEL OF THE WASH, 62 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 GR0310'THE ROAD, ABOUT 2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE
 GR0310'PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0316 ***********************************************************************
 HQ0316  DESIGNATION -  K 179
 HQ0316  PID         -  HQ0316
 HQ0316  STATE/COUNTY-  NV/ESMERALDA
 HQ0316  USGS QUAD   -  LIDA WASH NW (1987)
 HQ0316
 HQ0316                         *CURRENT SURVEY CONTROL
 HQ0316  ___________________________________________________________________
 HQ0316* NAD 83(1986)-  37 43 12.     (N)    117 38 54.     (W)     SCALED    
 HQ0316* NAVD 88     -      1321.931  (meters)    4337.04   (feet)  ADJUSTED  
 HQ0316  ___________________________________________________________________
 HQ0316  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 HQ0316  DYNAMIC HT  -        1320.507 (meters)    4332.36  (feet)  COMP
 HQ0316  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 HQ0316
 HQ0316  VERT ORDER  -  SECOND    CLASS 0
 HQ0316
 HQ0316.The horizontal coordinates were scaled from a topographic map and have
 HQ0316.an estimated accuracy of +/- 6 seconds.
 HQ0316
 HQ0316.The orthometric height was determined by differential leveling
 HQ0316.and adjusted by the National Geodetic Survey in June 1991..
 HQ0316
 HQ0316.The geoid height was determined by GEOID03.
 HQ0316
 HQ0316.The dynamic height is computed by dividing the NAVD 88
 HQ0316.geopotential number by the normal gravity value computed on the
 HQ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0316.degrees latitude (g = 980.6199 gals.).
 HQ0316
 HQ0316.The modeled gravity was interpolated from observed gravity values.
 HQ0316
 HQ0316;                    North         East    Units  Estimated Accuracy
 HQ0316;SPC NV W     - 4,329,940.      882,430.      MT  (+/- 180 meters Scaled)
 HQ0316
 HQ0316                          SUPERSEDED SURVEY CONTROL
 HQ0316
 HQ0316  NGVD 29 (??/??/92) 1320.858  (m)         4333.52   (f) ADJ UNCH    2 0
 HQ0316
 HQ0316.Superseded values are not recommended for survey control.
 HQ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0316.See file dsdata.txt to determine how the superseded data were derived.
 HQ0316
 HQ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB428749(NAD 83)
 HQ0316_MARKER: DB = BENCH MARK DISK
 HQ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0316_STAMPING: K 179 1958
 HQ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0316+STABILITY: SURFACE MOTION
 HQ0316
 HQ0316  HISTORY     - Date     Condition        Report By
 HQ0316  HISTORY     - 1958     MONUMENTED       CGS
 HQ0316
 HQ0316                          STATION DESCRIPTION
 HQ0316
 HQ0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0316'2.6 MI S FROM SILVER PEAK.
 HQ0316'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE SUBSTATION
 HQ0316'AT SILVER PEAK, THENCE 2.15 MILES SOUTH ALONG A DIRT ROAD, 0.1
 HQ0316'MILE NORTH OF THE T JUNCTION OF A DIRT ROAD WEST, 32 FEET WEST
 HQ0316'OF THE CENTER LINE OF THE ROAD, 2.5 FEET EAST OF A WITNESS
 HQ0316'POST, LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HQ0316'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0692 ***********************************************************************
 LR0692  DESIGNATION -  K 18
 LR0692  PID         -  LR0692
 LR0692  STATE/COUNTY-  NV/HUMBOLDT
 LR0692  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0692
 LR0692                         *CURRENT SURVEY CONTROL
 LR0692  ___________________________________________________________________
 LR0692* NAD 83(1986)-  40 58 20.     (N)    117 43 58.     (W)     SCALED    
 LR0692* NAVD 88     -      1311.003  (meters)    4301.18   (feet)  ADJUSTED  
 LR0692  ___________________________________________________________________
 LR0692  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 LR0692  DYNAMIC HT  -        1310.017 (meters)    4297.95  (feet)  COMP
 LR0692  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 LR0692
 LR0692  VERT ORDER  -  FIRST     CLASS II
 LR0692
 LR0692.The horizontal coordinates were scaled from a topographic map and have
 LR0692.an estimated accuracy of +/- 6 seconds.
 LR0692
 LR0692.The orthometric height was determined by differential leveling
 LR0692.and adjusted by the National Geodetic Survey in June 1991..
 LR0692
 LR0692.The geoid height was determined by GEOID03.
 LR0692
 LR0692.The dynamic height is computed by dividing the NAVD 88
 LR0692.geopotential number by the normal gravity value computed on the
 LR0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0692.degrees latitude (g = 980.6199 gals.).
 LR0692
 LR0692.The modeled gravity was interpolated from observed gravity values.
 LR0692
 LR0692;                    North         East    Units  Estimated Accuracy
 LR0692;SPC NV W     - 4,690,910.      871,590.      MT  (+/- 180 meters Scaled)
 LR0692
 LR0692                          SUPERSEDED SURVEY CONTROL
 LR0692
 LR0692  NGVD 29 (??/??/92) 1309.97   (m)         4297.8    (f) COMPUTED    1 2
 LR0692
 LR0692.Superseded values are not recommended for survey control.
 LR0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0692.See file dsdata.txt to determine how the superseded data were derived.
 LR0692
 LR0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF383359(NAD 83)
 LR0692_MARKER: DB = BENCH MARK DISK
 LR0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LR0692_SP_SET: WALL
 LR0692_STAMPING: K-18 1931
 LR0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0692
 LR0692  HISTORY     - Date     Condition        Report By
 LR0692  HISTORY     - 1931     MONUMENTED       CGS
 LR0692  HISTORY     - 1934     GOOD             NGS
 LR0692
 LR0692                          STATION DESCRIPTION
 LR0692
 LR0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LR0692'IN WINNEMUCCA.
 LR0692'AT WINNEMUCCA, HUMBOLDT COUNTY, ON EAST SIDE OF THE POST OFFICE AND IN
 LR0692'THE TOP OF THE CONCRETE WALL.  STANDARD DISK SET IN CONCRETE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0693 ***********************************************************************
 LR0693  DESIGNATION -  K 18 RESET
 LR0693  PID         -  LR0693
 LR0693  STATE/COUNTY-  NV/HUMBOLDT
 LR0693  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0693
 LR0693                         *CURRENT SURVEY CONTROL
 LR0693  ___________________________________________________________________
 LR0693* NAD 83(1986)-  40 58 21.     (N)    117 44 04.     (W)     SCALED    
 LR0693* NAVD 88     -      1311.255  (meters)    4302.01   (feet)  ADJUSTED  
 LR0693  ___________________________________________________________________
 LR0693  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 LR0693  DYNAMIC HT  -        1310.270 (meters)    4298.78  (feet)  COMP
 LR0693  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 LR0693
 LR0693  VERT ORDER  -  FIRST     CLASS II
 LR0693
 LR0693.The horizontal coordinates were scaled from a topographic map and have
 LR0693.an estimated accuracy of +/- 6 seconds.
 LR0693
 LR0693.The orthometric height was determined by differential leveling
 LR0693.and adjusted by the National Geodetic Survey in June 1991..
 LR0693.WARNING-Repeat measurements at this control monument indicate possible
 LR0693.vertical movement.
 LR0693
 LR0693.The geoid height was determined by GEOID03.
 LR0693
 LR0693.The dynamic height is computed by dividing the NAVD 88
 LR0693.geopotential number by the normal gravity value computed on the
 LR0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0693.degrees latitude (g = 980.6199 gals.).
 LR0693
 LR0693.The modeled gravity was interpolated from observed gravity values.
 LR0693
 LR0693;                    North         East    Units  Estimated Accuracy
 LR0693;SPC NV W     - 4,690,940.      871,440.      MT  (+/- 180 meters Scaled)
 LR0693
 LR0693                          SUPERSEDED SURVEY CONTROL
 LR0693
 LR0693.No superseded survey control is available for this station.
 LR0693
 LR0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF382359(NAD 83)
 LR0693_MARKER: DB = BENCH MARK DISK
 LR0693_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LR0693_SP_SET: VERTICAL IN BUILDING
 LR0693_STAMPING: K 18 RESET 1940 4298.375
 LR0693_MARK LOGO: CGS   
 LR0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0693+STABILITY: POSITION/ELEVATION WELL
 LR0693
 LR0693  HISTORY     - Date     Condition        Report By
 LR0693  HISTORY     - 1940     MONUMENTED       CGS
 LR0693  HISTORY     - 1953     GOOD             NGS
 LR0693  HISTORY     - 1984     GOOD             NGS
 LR0693  HISTORY     - 1986     GOOD             NGS
 LR0693
 LR0693                          STATION DESCRIPTION
 LR0693
 LR0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0693'IN WINNEMUCCA.
 LR0693'AT WINNEMUCCA, AT THE POST OFFICE, SET VERTICALLY IN THE NORTHEAST
 LR0693'FACE OF THE CONCRETE FOUNDATION, 12.4 FEET NORTHWEST OF THE EAST
 LR0693'CORNER OF THE BUILDING, AND ABOUT 5 FEET HIGHER THAN THE CENTER OF THE
 LR0693'CONCRETE STEPS LEADING TO THE BASEMENT.
 LR0693
 LR0693                          STATION RECOVERY (1984)
 LR0693
 LR0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0693'RECOVERED IN GOOD CONDITION.
 LR0693
 LR0693                          STATION RECOVERY (1986)
 LR0693
 LR0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0324 ***********************************************************************
 HQ0324  DESIGNATION -  K 180
 HQ0324  PID         -  HQ0324
 HQ0324  STATE/COUNTY-  NV/ESMERALDA
 HQ0324  USGS QUAD   -  LIDA WASH SW (1987)
 HQ0324
 HQ0324                         *CURRENT SURVEY CONTROL
 HQ0324  ___________________________________________________________________
 HQ0324* NAD 83(1986)-  37 37 09.     (N)    117 42 06.     (W)     SCALED    
 HQ0324* NAVD 88     -      1423.950  (meters)    4671.74   (feet)  ADJUSTED  
 HQ0324  ___________________________________________________________________
 HQ0324  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 HQ0324  DYNAMIC HT  -        1422.373 (meters)    4666.57  (feet)  COMP
 HQ0324  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 HQ0324
 HQ0324  VERT ORDER  -  SECOND    CLASS 0
 HQ0324
 HQ0324.The horizontal coordinates were scaled from a topographic map and have
 HQ0324.an estimated accuracy of +/- 6 seconds.
 HQ0324
 HQ0324.The orthometric height was determined by differential leveling
 HQ0324.and adjusted by the National Geodetic Survey in June 1991..
 HQ0324
 HQ0324.The geoid height was determined by GEOID03.
 HQ0324
 HQ0324.The dynamic height is computed by dividing the NAVD 88
 HQ0324.geopotential number by the normal gravity value computed on the
 HQ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0324.degrees latitude (g = 980.6199 gals.).
 HQ0324
 HQ0324.The modeled gravity was interpolated from observed gravity values.
 HQ0324
 HQ0324;                    North         East    Units  Estimated Accuracy
 HQ0324;SPC NV W     - 4,318,700.      877,830.      MT  (+/- 180 meters Scaled)
 HQ0324
 HQ0324                          SUPERSEDED SURVEY CONTROL
 HQ0324
 HQ0324  NGVD 29 (??/??/92) 1422.853  (m)         4668.14   (f) ADJ UNCH    2 0
 HQ0324
 HQ0324.Superseded values are not recommended for survey control.
 HQ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0324.See file dsdata.txt to determine how the superseded data were derived.
 HQ0324
 HQ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB380637(NAD 83)
 HQ0324_MARKER: DB = BENCH MARK DISK
 HQ0324_SETTING: 80 = SET IN A BOULDER
 HQ0324_SP_SET: BOULDER
 HQ0324_STAMPING: K 180 1958
 HQ0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0324+STABILITY: SURFACE MOTION
 HQ0324
 HQ0324  HISTORY     - Date     Condition        Report By
 HQ0324  HISTORY     - 1958     MONUMENTED       CGS
 HQ0324  HISTORY     - 1985     GOOD             USGS
 HQ0324
 HQ0324                          STATION DESCRIPTION
 HQ0324
 HQ0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0324'10.2 MI SW FROM SILVER PEAK.
 HQ0324'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE SUBSTATION
 HQ0324'AT SILVER PEAK, THENCE 9.65 MILES SOUTHWEST ALONG A DIRT ROAD,
 HQ0324'0.65 MILE NORTHEAST OF THE Y JUNCTION OF A DIRT ROAD WEST, 0.15
 HQ0324'MILE NORTHEAST OF THE CROSSING OF A WASH, IN THE TOP OF A LONE
 HQ0324'2 1/2-BY 3 1/2-FOOT LIGHT GRAY GRANITE BOULDER WHICH PROJECTS 1
 HQ0324'FOOT ABOVE THE GROUND, 62 1/2 FEET NORTHWEST AND ACROSS A WASH
 HQ0324'FROM THE CENTER LINE OF THE ROAD, 25 FEET NORTHWEST OF THE
 HQ0324'APPROXIMATE CENTER OF THE WASH, AND 1 FOOT HIGHER THAN THE ROAD.
 HQ0324
 HQ0324                          STATION RECOVERY (1985)
 HQ0324
 HQ0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HQ0324'FROM THE SUBSTATION AT SILVER PEAK, GO SOUTHWEST ALONG STATE HWY. 265
 HQ0324'FOR 0.5 MILES TO END OF HIGHWAY AT A THREE WAY INTERSECTION, TAKE
 HQ0324'LEFT FORK AND GO 0.35 MILES TO A 'Y' INTERSECTION, TAKE RIGHT FORK
 HQ0324'AND GO 9.45 MILES SOUTH TO BENCH MARK, 0.65 MILE NORTH-EAST OF THE
 HQ0324''Y' JUNCTION OF A ROAD WEST, 0.15 MILE NORTHEAST OF THE CROSSING OF A
 HQ0324'WASH, IN THE TOP OF A LONE 2 1/2 BY 3 1/2 FOOT LIGHT GREY GRANITE
 HQ0324'BOULDER WHICH PROJECTS 1 FOOT ABOVE THE GROUND, 62 1/2 FEET NORTHWEST
 HQ0324'AND ACROSS A WASH FROM THE CENTER LINE OF THE ROAD, 25 FEET NORTHWEST
 HQ0324'OF THE APPROXIMATE CENTER OF THE WASH, AND 1 FOOT HIGHER THAN THE
 HQ0324'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0038 ***********************************************************************
 LQ0038  DESIGNATION -  K 182
 LQ0038  PID         -  LQ0038
 LQ0038  STATE/COUNTY-  NV/ELKO
 LQ0038  USGS QUAD   -  PILOT (1982)
 LQ0038
 LQ0038                         *CURRENT SURVEY CONTROL
 LQ0038  ___________________________________________________________________
 LQ0038* NAD 83(1986)-  40 46 23.     (N)    114 09 33.     (W)     SCALED    
 LQ0038* NAVD 88     -      1474.451  (meters)    4837.43   (feet)  ADJUSTED  
 LQ0038  ___________________________________________________________________
 LQ0038  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 LQ0038  DYNAMIC HT  -        1473.273 (meters)    4833.56  (feet)  COMP
 LQ0038  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 LQ0038
 LQ0038  VERT ORDER  -  SECOND    CLASS 0
 LQ0038
 LQ0038.The horizontal coordinates were scaled from a topographic map and have
 LQ0038.an estimated accuracy of +/- 6 seconds.
 LQ0038
 LQ0038.The orthometric height was determined by differential leveling
 LQ0038.and adjusted by the National Geodetic Survey in June 1991..
 LQ0038
 LQ0038.The geoid height was determined by GEOID03.
 LQ0038
 LQ0038.The dynamic height is computed by dividing the NAVD 88
 LQ0038.geopotential number by the normal gravity value computed on the
 LQ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0038.degrees latitude (g = 980.6199 gals.).
 LQ0038
 LQ0038.The modeled gravity was interpolated from observed gravity values.
 LQ0038
 LQ0038;                    North         East    Units  Estimated Accuracy
 LQ0038;SPC NV E     - 8,669,420.      320,220.      MT  (+/- 180 meters Scaled)
 LQ0038
 LQ0038                          SUPERSEDED SURVEY CONTROL
 LQ0038
 LQ0038  NGVD 29 (??/??/92) 1473.449  (m)         4834.14   (f) ADJ UNCH    2 0
 LQ0038
 LQ0038.Superseded values are not recommended for survey control.
 LQ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0038.See file dsdata.txt to determine how the superseded data were derived.
 LQ0038
 LQ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF397174(NAD 83)
 LQ0038_MARKER: DB = BENCH MARK DISK
 LQ0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LQ0038_SP_SET: CULVERT
 LQ0038_STAMPING: K 182 1958
 LQ0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0038
 LQ0038  HISTORY     - Date     Condition        Report By
 LQ0038  HISTORY     - 1958     MONUMENTED       CGS
 LQ0038
 LQ0038                          STATION DESCRIPTION
 LQ0038
 LQ0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0038'11.3 MI W FROM WENDOVER, UT.
 LQ0038'11.3 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE
 LQ0038'UTAH-NEVADA STATE LINE AT WENDOVER, 9 3/4 POLES SOUTHEAST OF MILEPOST
 LQ0038'794, AT A DOUBLE 5- BY 6-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 LQ0038'SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL, 23.1 FEET NORTHEAST
 LQ0038'OF THE NORTHEAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0157 ***********************************************************************
 LQ0157  DESIGNATION -  K 183
 LQ0157  PID         -  LQ0157
 LQ0157  STATE/COUNTY-  NV/ELKO
 LQ0157  USGS QUAD   -  SPRING GULCH (1972)
 LQ0157
 LQ0157                         *CURRENT SURVEY CONTROL
 LQ0157  ___________________________________________________________________
 LQ0157* NAD 83(1986)-  40 30 48.     (N)    114 09 08.     (W)     SCALED    
 LQ0157* NAVD 88     -      1536.962  (meters)    5042.52   (feet)  ADJUSTED  
 LQ0157  ___________________________________________________________________
 LQ0157  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 LQ0157  DYNAMIC HT  -        1535.676 (meters)    5038.30  (feet)  COMP
 LQ0157  MODELED GRAV-     979,733.9   (mgal)                       NAVD 88
 LQ0157
 LQ0157  VERT ORDER  -  SECOND    CLASS 0
 LQ0157
 LQ0157.The horizontal coordinates were scaled from a topographic map and have
 LQ0157.an estimated accuracy of +/- 6 seconds.
 LQ0157
 LQ0157.The orthometric height was determined by differential leveling
 LQ0157.and adjusted by the National Geodetic Survey in June 1991..
 LQ0157
 LQ0157.The geoid height was determined by GEOID03.
 LQ0157
 LQ0157.The dynamic height is computed by dividing the NAVD 88
 LQ0157.geopotential number by the normal gravity value computed on the
 LQ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0157.degrees latitude (g = 980.6199 gals.).
 LQ0157
 LQ0157.The modeled gravity was interpolated from observed gravity values.
 LQ0157
 LQ0157;                    North         East    Units  Estimated Accuracy
 LQ0157;SPC NV E     - 8,640,590.      321,280.      MT  (+/- 180 meters Scaled)
 LQ0157
 LQ0157                          SUPERSEDED SURVEY CONTROL
 LQ0157
 LQ0157  NGVD 29 (??/??/92) 1535.914  (m)         5039.08   (f) ADJ UNCH    2 0
 LQ0157
 LQ0157.Superseded values are not recommended for survey control.
 LQ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0157.See file dsdata.txt to determine how the superseded data were derived.
 LQ0157
 LQ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE412886(NAD 83)
 LQ0157_MARKER: DB = BENCH MARK DISK
 LQ0157_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0157_SP_SET: GRANITE OUTCROP
 LQ0157_STAMPING: K 183 1958
 LQ0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0157+STABILITY: POSITION/ELEVATION WELL
 LQ0157
 LQ0157  HISTORY     - Date     Condition        Report By
 LQ0157  HISTORY     - 1958     MONUMENTED       CGS
 LQ0157  HISTORY     - 1969     GOOD             NGS
 LQ0157
 LQ0157                          STATION DESCRIPTION
 LQ0157
 LQ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0157'16.75 MI S FROM WENDOVER, UT.
 LQ0157'16.75 MILES SOUTH ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE JUNCTION OF
 LQ0157'U.S. HIGHWAY 40 AT WENDOVER, 0.25 MILE SOUTH OF THE JUNCTION OF A
 LQ0157'GRAVEL ROAD EAST TO BLUE LAKE, IN AN OUTCROP COVERED AREA, IN THE TOP
 LQ0157'OF A 4 1/2- BY 7-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 2 FEET
 LQ0157'ABOVE THE GROUND, 68 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 LQ0157'(MEASURED FROM THE CENTER OF THE JUNCTION OF A GRAVEL ROAD SOUTHWEST),
 LQ0157'AND ABOUT LEVEL WITH THE HIGHWAY.
 LQ0157
 LQ0157                          STATION RECOVERY (1969)
 LQ0157
 LQ0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LQ0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0044 ***********************************************************************
 JQ0044  DESIGNATION -  K 184
 JQ0044  PID         -  JQ0044
 JQ0044  STATE/COUNTY-  NV/NYE
 JQ0044  USGS QUAD   -  WARM SPRINGS (1968)
 JQ0044
 JQ0044                         *CURRENT SURVEY CONTROL
 JQ0044  ___________________________________________________________________
 JQ0044* NAD 83(1994)-  38 11 50.67802(N)    116 17 49.38163(W)     ADJUSTED  
 JQ0044* NAVD 88     -      1601.929  (meters)    5255.66   (feet)  ADJUSTED  
 JQ0044  ___________________________________________________________________
 JQ0044  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 JQ0044  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 JQ0044  DYNAMIC HT  -        1600.170 (meters)    5249.89  (feet)  COMP
 JQ0044  MODELED GRAV-     979,474.8   (mgal)                       NAVD 88
 JQ0044
 JQ0044  HORZ ORDER  -  SECOND
 JQ0044  VERT ORDER  -  SECOND    CLASS 0
 JQ0044
 JQ0044.The horizontal coordinates were established by classical geodetic methods
 JQ0044.and adjusted by the National Geodetic Survey in June 1998..
 JQ0044
 JQ0044.The orthometric height was determined by differential leveling
 JQ0044.and adjusted by the National Geodetic Survey in June 1991..
 JQ0044
 JQ0044.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0044
 JQ0044.The geoid height was determined by GEOID03.
 JQ0044
 JQ0044.The dynamic height is computed by dividing the NAVD 88
 JQ0044.geopotential number by the normal gravity value computed on the
 JQ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0044.degrees latitude (g = 980.6199 gals.).
 JQ0044
 JQ0044.The modeled gravity was interpolated from observed gravity values.
 JQ0044
 JQ0044;                    North         East     Units Scale Factor Converg.
 JQ0044;SPC NV C     - 6,382,578.252   532,373.898   MT  0.99991290   +0 13 42.8
 JQ0044;SPC NV C     -20,940,175.48  1,746,630.03   sFT  0.99991290   +0 13 42.8
 JQ0044;SPC NV E     - 8,382,754.453   137,486.754   MT  0.99994811   -0 26 28.9
 JQ0044;SPC NV E     -27,502,420.23    451,071.13   sFT  0.99994811   -0 26 28.9
 JQ0044;UTM  11      - 4,227,951.994   561,551.649   MT  0.99964666   +0 26 04.9
 JQ0044
 JQ0044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0044!SPC NV C     -   0.99975253  x   0.99991290  =   0.99966546
 JQ0044!SPC NV E     -   0.99975253  x   0.99994811  =   0.99970066
 JQ0044!UTM  11      -   0.99975253  x   0.99964666  =   0.99939928
 JQ0044
 JQ0044:                Primary Azimuth Mark                     Grid Az
 JQ0044:SPC NV C     -  H 184                                    261 40 46.2
 JQ0044:SPC NV E     -  H 184                                    262 20 57.9
 JQ0044:UTM  11      -  H 184                                    261 28 24.1
 JQ0044
 JQ0044|---------------------------------------------------------------------|
 JQ0044| PID    Reference Object                     Distance      Geod. Az  |
 JQ0044|                                                           dddmmss.s |
 JQ0044| JQ0042 H 184                               APPROX. 3.2 KM 2615429.0 |
 JQ0044| DD5394 K 184 RM 2                           15.858 METERS 27517     |
 JQ0044| DD5393 K 184 RM 1                           13.192 METERS 35547     |
 JQ0044|---------------------------------------------------------------------|
 JQ0044
 JQ0044                          SUPERSEDED SURVEY CONTROL
 JQ0044
 JQ0044  NAD 83(1986)-  38 11 50.67425(N)    116 17 49.38659(W) AD(       ) 2
 JQ0044  NAD 27      -  38 11 50.91444(N)    116 17 46.18955(W) AD(       ) 2
 JQ0044  NGVD 29 (??/??/92) 1600.817  (m)         5252.01   (f) ADJ UNCH    2 0
 JQ0044
 JQ0044.Superseded values are not recommended for survey control.
 JQ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0044.See file dsdata.txt to determine how the superseded data were derived.
 JQ0044
 JQ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC6155227952(NAD 83)
 JQ0044_MARKER: DB = BENCH MARK DISK
 JQ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0044_STAMPING: K 184 1958
 JQ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0044+STABILITY: SURFACE MOTION
 JQ0044
 JQ0044  HISTORY     - Date     Condition        Report By
 JQ0044  HISTORY     - 1958     MONUMENTED       CGS
 JQ0044  HISTORY     - 1967     GOOD             USGS
 JQ0044
 JQ0044                          STATION DESCRIPTION
 JQ0044
 JQ0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JQ0044'3.9 MI E FROM WARM SPRINGS.
 JQ0044'3.9 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S.
 JQ0044'HIGHWAY 6 AT WARM SPRINGS, 96 FEET NORTH OF THE CENTER LINE OF THE
 JQ0044'HIGHWAY, 88.3 FEET NORTHWEST OF THE CENTER OF THE NORTH END OF A
 JQ0044'36-INCH CORRUGATED METAL PIPE CULVERT, 1.5 FEET SOUTH OF A WITNESS
 JQ0044'POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 JQ0044'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JQ0044
 JQ0044                          STATION RECOVERY (1967)
 JQ0044
 JQ0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (BAR)
 JQ0044'LOCATED ABOUT 3.9 MI. E. ALONG STATE HIGHWAY 25 FROM THE
 JQ0044'JUNCTION OF U.S. HIGHWAY 6 AT WARM SPRINGS, 96 FT. N. OF THE
 JQ0044'CENTERLINE OF THE HIGHWAY, 88.3 FT. NW. OF THE CENTER OF THE N. END
 JQ0044'OF A 36-IN. CORRUGATED METAL PIPE CULVERT, 1.5 FT. S. OF A
 JQ0044'WITNESS POST, ABOUT 3 FT. LOWER THAN THE HIGHWAY, SET IN THE TOP
 JQ0044'OF A CONCRETE POST PROJECTING 0.4 FT. ABOVE THE GROUND.
 JQ0044'
 JQ0044'STATION MARK--A STANDARD DISK STAMPED K 184 1958 SET IN TOP
 JQ0044'OF CONCRETE POST PROJECTING 0.4 FT. ABOVE GROUND.
 JQ0044'
 JQ0044'REFERENCE MARK NO. 1--A STANDARD BRASS TABLET STAMPED NO 1 1967 SET
 JQ0044'ON A COPPERWELD ROD.
 JQ0044'
 JQ0044'REFERENCE MARK NO. 2--A STANDARD BRASS TABLET STAMPED NO 2 1967
 JQ0044'SET ON A COPPERWELD ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0164 ***********************************************************************
 JP0164  DESIGNATION -  K 185
 JP0164  PID         -  JP0164
 JP0164  STATE/COUNTY-  NV/NYE
 JP0164  USGS QUAD   -  BIG CREEK RANCH (1985)
 JP0164
 JP0164                         *CURRENT SURVEY CONTROL
 JP0164  ___________________________________________________________________
 JP0164* NAD 83(1986)-  38 13 57.     (N)    115 45 38.     (W)     SCALED    
 JP0164* NAVD 88     -      1503.672  (meters)    4933.30   (feet)  ADJUSTED  
 JP0164  ___________________________________________________________________
 JP0164  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 JP0164  DYNAMIC HT  -        1502.054 (meters)    4927.99  (feet)  COMP
 JP0164  MODELED GRAV-     979,501.0   (mgal)                       NAVD 88
 JP0164
 JP0164  VERT ORDER  -  SECOND    CLASS 0
 JP0164
 JP0164.The horizontal coordinates were scaled from a topographic map and have
 JP0164.an estimated accuracy of +/- 6 seconds.
 JP0164
 JP0164.The orthometric height was determined by differential leveling
 JP0164.and adjusted by the National Geodetic Survey in June 1991..
 JP0164
 JP0164.The geoid height was determined by GEOID03.
 JP0164
 JP0164.The dynamic height is computed by dividing the NAVD 88
 JP0164.geopotential number by the normal gravity value computed on the
 JP0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0164.degrees latitude (g = 980.6199 gals.).
 JP0164
 JP0164.The modeled gravity was interpolated from observed gravity values.
 JP0164
 JP0164;                    North         East    Units  Estimated Accuracy
 JP0164;SPC NV C     - 6,386,800.      579,330.      MT  (+/- 180 meters Scaled)
 JP0164
 JP0164                          SUPERSEDED SURVEY CONTROL
 JP0164
 JP0164  NGVD 29 (??/??/92) 1502.596  (m)         4929.77   (f) ADJ UNCH    2 0
 JP0164
 JP0164.Superseded values are not recommended for survey control.
 JP0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0164.See file dsdata.txt to determine how the superseded data were derived.
 JP0164
 JP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC084323(NAD 83)
 JP0164_MARKER: DB = BENCH MARK DISK
 JP0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0164_STAMPING: K 185 1958
 JP0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0164+STABILITY: SURFACE MOTION
 JP0164
 JP0164  HISTORY     - Date     Condition        Report By
 JP0164  HISTORY     - 1958     MONUMENTED       CGS
 JP0164
 JP0164                          STATION DESCRIPTION
 JP0164
 JP0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0164'2.2 MI SW FROM NYALA.
 JP0164'2.2 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0164'NYALA, 0.55 MILE SOUTHWEST OF THE CROSSING OF AN IRRIGATION DITCH,
 JP0164'0.65 MILE NORTHEAST OF THE CROSSING OF A CREEK, ON A SMALL KNOLL, 117
 JP0164'FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF A WASH, 64 FEET
 JP0164'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET NORTHWEST OF A
 JP0164'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 JP0164'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0143 ***********************************************************************
 JP0143  DESIGNATION -  K 186
 JP0143  PID         -  JP0143
 JP0143  STATE/COUNTY-  NV/NYE
 JP0143  USGS QUAD   -  BULLWHACKER SPRINGS (1990)
 JP0143
 JP0143                         *CURRENT SURVEY CONTROL
 JP0143  ___________________________________________________________________
 JP0143* NAD 83(1986)-  38 25 55.     (N)    115 34 16.     (W)     SCALED    
 JP0143* NAVD 88     -      1465.782  (meters)    4808.99   (feet)  ADJUSTED  
 JP0143  ___________________________________________________________________
 JP0143  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 JP0143  DYNAMIC HT  -        1464.262 (meters)    4804.00  (feet)  COMP
 JP0143  MODELED GRAV-     979,541.1   (mgal)                       NAVD 88
 JP0143
 JP0143  VERT ORDER  -  SECOND    CLASS 0
 JP0143
 JP0143.The horizontal coordinates were scaled from a topographic map and have
 JP0143.an estimated accuracy of +/- 6 seconds.
 JP0143
 JP0143.The orthometric height was determined by differential leveling
 JP0143.and adjusted by the National Geodetic Survey in June 1991..
 JP0143
 JP0143.The geoid height was determined by GEOID03.
 JP0143
 JP0143.The dynamic height is computed by dividing the NAVD 88
 JP0143.geopotential number by the normal gravity value computed on the
 JP0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0143.degrees latitude (g = 980.6199 gals.).
 JP0143
 JP0143.The modeled gravity was interpolated from observed gravity values.
 JP0143
 JP0143;                    North         East    Units  Estimated Accuracy
 JP0143;SPC NV C     - 6,409,110.      595,650.      MT  (+/- 180 meters Scaled)
 JP0143
 JP0143                          SUPERSEDED SURVEY CONTROL
 JP0143
 JP0143  NGVD 29 (??/??/92) 1464.724  (m)         4805.52   (f) ADJ UNCH    2 0
 JP0143
 JP0143.Superseded values are not recommended for survey control.
 JP0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0143.See file dsdata.txt to determine how the superseded data were derived.
 JP0143
 JP0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC247547(NAD 83)
 JP0143_MARKER: DB = BENCH MARK DISK
 JP0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0143_STAMPING: K 186 1958
 JP0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0143+STABILITY: SURFACE MOTION
 JP0143
 JP0143  HISTORY     - Date     Condition        Report By
 JP0143  HISTORY     - 1958     MONUMENTED       CGS
 JP0143
 JP0143                          STATION DESCRIPTION
 JP0143
 JP0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0143'15.3 MI NE FROM NYALA.
 JP0143'15.3 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0143'NYALA, 0.15 MILE SOUTH OF A DIM ROAD WEST, ON THE SIDE OF A KNOLL, 90
 JP0143'FEET (SLOPE MEASUREMENT) EAST OF THE CENTER LINE OF THE ROAD, 27 YARDS
 JP0143'SOUTH OF THE CENTER OF A DEEP WASH, 22 YARDS NORTH OF THE CENTER OF A
 JP0143'WASH, 2 FEET SOUTHWEST OF A WITNESS POST, 12 FEET ABOVE THE ROAD, AND
 JP0143'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 JP0143'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0191 ***********************************************************************
 JP0191  DESIGNATION -  K 187
 JP0191  PID         -  JP0191
 JP0191  STATE/COUNTY-  NV/NYE
 JP0191  USGS QUAD   -  EDS WELL (1985)
 JP0191
 JP0191                         *CURRENT SURVEY CONTROL
 JP0191  ___________________________________________________________________
 JP0191* NAD 83(1986)-  38 02 52.     (N)    115 59 29.     (W)     SCALED    
 JP0191* NAVD 88     -      1508.598  (meters)    4949.46   (feet)  ADJUSTED  
 JP0191  ___________________________________________________________________
 JP0191  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 JP0191  DYNAMIC HT  -        1506.944 (meters)    4944.03  (feet)  COMP
 JP0191  MODELED GRAV-     979,481.1   (mgal)                       NAVD 88
 JP0191
 JP0191  VERT ORDER  -  SECOND    CLASS 0
 JP0191
 JP0191.The horizontal coordinates were scaled from a topographic map and have
 JP0191.an estimated accuracy of +/- 6 seconds.
 JP0191
 JP0191.The orthometric height was determined by differential leveling
 JP0191.and adjusted by the National Geodetic Survey in June 1991..
 JP0191
 JP0191.The geoid height was determined by GEOID03.
 JP0191
 JP0191.The dynamic height is computed by dividing the NAVD 88
 JP0191.geopotential number by the normal gravity value computed on the
 JP0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0191.degrees latitude (g = 980.6199 gals.).
 JP0191
 JP0191.The modeled gravity was interpolated from observed gravity values.
 JP0191
 JP0191;                    North         East    Units  Estimated Accuracy
 JP0191;SPC NV C     - 6,366,120.      559,270.      MT  (+/- 180 meters Scaled)
 JP0191
 JP0191                          SUPERSEDED SURVEY CONTROL
 JP0191
 JP0191  NGVD 29 (??/??/92) 1507.542  (m)         4945.99   (f) ADJ UNCH    2 0
 JP0191
 JP0191.Superseded values are not recommended for survey control.
 JP0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0191.See file dsdata.txt to determine how the superseded data were derived.
 JP0191
 JP0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC884115(NAD 83)
 JP0191_MARKER: DB = BENCH MARK DISK
 JP0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0191_STAMPING: K 187 1958
 JP0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0191+STABILITY: SURFACE MOTION
 JP0191
 JP0191  HISTORY     - Date     Condition        Report By
 JP0191  HISTORY     - 1958     MONUMENTED       CGS
 JP0191
 JP0191                          STATION DESCRIPTION
 JP0191
 JP0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0191'11.1 MI NE FROM REED MAINTENANCE STA..
 JP0191'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED MAINTENANCE
 JP0191'STATION, THENCE 2.1 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 8.7
 JP0191'MILES NORTH ALONG A DIRT ROAD, ON THE INSIDE OF A CURVE NORTHWEST AND
 JP0191'SOUTH, 60 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 JP0191'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 JP0191'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0085 ***********************************************************************
 JP0085  DESIGNATION -  K 188
 JP0085  PID         -  JP0085
 JP0085  STATE/COUNTY-  NV/NYE
 JP0085  USGS QUAD   -  CURRANT (1990)
 JP0085
 JP0085                         *CURRENT SURVEY CONTROL
 JP0085  ___________________________________________________________________
 JP0085* NAD 83(1986)-  38 38 39.     (N)    115 29 43.     (W)     SCALED    
 JP0085* NAVD 88     -      1483.910  (meters)    4868.46   (feet)  ADJUSTED  
 JP0085  ___________________________________________________________________
 JP0085  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 JP0085  DYNAMIC HT  -        1482.376 (meters)    4863.43  (feet)  COMP
 JP0085  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 JP0085
 JP0085  VERT ORDER  -  SECOND    CLASS 0
 JP0085
 JP0085.The horizontal coordinates were scaled from a topographic map and have
 JP0085.an estimated accuracy of +/- 6 seconds.
 JP0085
 JP0085.The orthometric height was determined by differential leveling
 JP0085.and adjusted by the National Geodetic Survey in June 1991..
 JP0085
 JP0085.The geoid height was determined by GEOID03.
 JP0085
 JP0085.The dynamic height is computed by dividing the NAVD 88
 JP0085.geopotential number by the normal gravity value computed on the
 JP0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0085.degrees latitude (g = 980.6199 gals.).
 JP0085
 JP0085.The modeled gravity was interpolated from observed gravity values.
 JP0085
 JP0085;                    North         East    Units  Estimated Accuracy
 JP0085;SPC NV C     - 6,432,750.      601,970.      MT  (+/- 180 meters Scaled)
 JP0085
 JP0085                          SUPERSEDED SURVEY CONTROL
 JP0085
 JP0085  NGVD 29 (??/??/92) 1482.810  (m)         4864.85   (f) ADJ UNCH    2 0
 JP0085
 JP0085.Superseded values are not recommended for survey control.
 JP0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0085.See file dsdata.txt to determine how the superseded data were derived.
 JP0085
 JP0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC309783(NAD 83)
 JP0085_MARKER: DB = BENCH MARK DISK
 JP0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0085_STAMPING: K 188 1958
 JP0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0085+STABILITY: SURFACE MOTION
 JP0085
 JP0085  HISTORY     - Date     Condition        Report By
 JP0085  HISTORY     - 1958     MONUMENTED       CGS
 JP0085
 JP0085                          STATION DESCRIPTION
 JP0085
 JP0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0085'7.0 MI S FROM CURRANT.
 JP0085'0.1 MILE SOUTHWEST ALONG U. S. HIGHWAY 6 FROM THE JUNCTION OF STATE
 JP0085'HIGHWAY 20 AT CURRANT, THENCE 6.9 MILES SOUTH ALONG A GRAVELED ROAD,
 JP0085'AT THE JUNCTION OF A DIM ROAD SOUTHWEST TO A SMALL HOUSE, 48 1/2 FEET
 JP0085'WEST OF THE CENTER LINE OF THE ROAD, 54 FEET NORTHWEST OF THE CENTER
 JP0085'OF THE JUNCTION, 55 FEET NORTH OF THE CENTER LINE OF THE DIM ROAD, 1.7
 JP0085'FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 JP0085'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 JP0085'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0123 ***********************************************************************
 JP0123  DESIGNATION -  K 189
 JP0123  PID         -  JP0123
 JP0123  STATE/COUNTY-  NV/NYE
 JP0123  USGS QUAD   -  WATER GAP WEST (1985)
 JP0123
 JP0123                         *CURRENT SURVEY CONTROL
 JP0123  ___________________________________________________________________
 JP0123* NAD 83(1986)-  38 02 30.     (N)    115 23 35.     (W)     SCALED    
 JP0123* NAVD 88     -      1586.312  (meters)    5204.43   (feet)  ADJUSTED  
 JP0123  ___________________________________________________________________
 JP0123  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 JP0123  DYNAMIC HT  -        1584.600 (meters)    5198.81  (feet)  COMP
 JP0123  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 JP0123
 JP0123  VERT ORDER  -  SECOND    CLASS 0
 JP0123
 JP0123.The horizontal coordinates were scaled from a topographic map and have
 JP0123.an estimated accuracy of +/- 6 seconds.
 JP0123
 JP0123.The orthometric height was determined by differential leveling
 JP0123.and adjusted by the National Geodetic Survey in June 1991..
 JP0123
 JP0123.The geoid height was determined by GEOID03.
 JP0123
 JP0123.The dynamic height is computed by dividing the NAVD 88
 JP0123.geopotential number by the normal gravity value computed on the
 JP0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0123.degrees latitude (g = 980.6199 gals.).
 JP0123
 JP0123.The modeled gravity was interpolated from observed gravity values.
 JP0123
 JP0123;                    North         East    Units  Estimated Accuracy
 JP0123;SPC NV C     - 6,365,990.      611,790.      MT  (+/- 180 meters Scaled)
 JP0123
 JP0123                          SUPERSEDED SURVEY CONTROL
 JP0123
 JP0123  NGVD 29 (??/??/92) 1585.266  (m)         5200.99   (f) ADJ UNCH    2 0
 JP0123
 JP0123.Superseded values are not recommended for survey control.
 JP0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0123.See file dsdata.txt to determine how the superseded data were derived.
 JP0123
 JP0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC410116(NAD 83)
 JP0123_MARKER: DB = BENCH MARK DISK
 JP0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0123_STAMPING: K 189 1958
 JP0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0123+STABILITY: SURFACE MOTION
 JP0123
 JP0123  HISTORY     - Date     Condition        Report By
 JP0123  HISTORY     - 1958     MONUMENTED       CGS
 JP0123
 JP0123                          STATION DESCRIPTION
 JP0123
 JP0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0123'12.4 MI SE FROM SHARP.
 JP0123'0.1 MILE NORTHEAST ALONG A DIRT ROAD FROM THE UHLAJDE RANCHHOUSE AT
 JP0123'SHARP, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 12.1 MILES
 JP0123'SOUTHEAST ALONG A DIRT ROAD LEADING TO PIOCHE, ON TOP OF A SMALL
 JP0123'KNOLL, 50 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 26 1/2 FEET
 JP0123'WEST OF THE APPROXIMATE CENTER OF A SMALL WASH, 1.3 FEET EAST OF A
 JP0123'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 JP0123'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0009 ***********************************************************************
 MV0009  DESIGNATION -  K 19
 MV0009  PID         -  MV0009
 MV0009  STATE/COUNTY-  NV/HUMBOLDT
 MV0009  USGS QUAD   -  SOD HOUSE (1982)
 MV0009
 MV0009                         *CURRENT SURVEY CONTROL
 MV0009  ___________________________________________________________________
 MV0009* NAD 83(1986)-  41 24 55.     (N)    118 03 14.     (W)     SCALED    
 MV0009* NAVD 88     -      1256.911  (meters)    4123.72   (feet)  ADJUSTED  
 MV0009  ___________________________________________________________________
 MV0009  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 MV0009  DYNAMIC HT  -        1256.057 (meters)    4120.91  (feet)  COMP
 MV0009  MODELED GRAV-     979,899.6   (mgal)                       NAVD 88
 MV0009
 MV0009  VERT ORDER  -  FIRST     CLASS II
 MV0009
 MV0009.The horizontal coordinates were scaled from a topographic map and have
 MV0009.an estimated accuracy of +/- 6 seconds.
 MV0009
 MV0009.The orthometric height was determined by differential leveling
 MV0009.and adjusted by the National Geodetic Survey in June 1991..
 MV0009
 MV0009.The geoid height was determined by GEOID03.
 MV0009
 MV0009.The dynamic height is computed by dividing the NAVD 88
 MV0009.geopotential number by the normal gravity value computed on the
 MV0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0009.degrees latitude (g = 980.6199 gals.).
 MV0009
 MV0009.The modeled gravity was interpolated from observed gravity values.
 MV0009
 MV0009;                    North         East    Units  Estimated Accuracy
 MV0009;SPC NV W     - 4,739,900.      844,260.      MT  (+/- 180 meters Scaled)
 MV0009
 MV0009                          SUPERSEDED SURVEY CONTROL
 MV0009
 MV0009  NGVD 29 (??/??/92) 1255.858  (m)         4120.26   (f) ADJ UNCH    1 2
 MV0009
 MV0009.Superseded values are not recommended for survey control.
 MV0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0009.See file dsdata.txt to determine how the superseded data were derived.
 MV0009
 MV0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF119853(NAD 83)
 MV0009_MARKER: DB = BENCH MARK DISK
 MV0009_SETTING: 0 = UNSPECIFIED SETTING
 MV0009_STAMPING: 4120.156 K 19 1931
 MV0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0009
 MV0009  HISTORY     - Date     Condition        Report By
 MV0009  HISTORY     - 1931     MONUMENTED       CGS
 MV0009  HISTORY     - 1958     GOOD             NGS
 MV0009  HISTORY     - 1984     MARK NOT FOUND   NGS
 MV0009
 MV0009                          STATION DESCRIPTION
 MV0009
 MV0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MV0009'IN SOD HOUSE.
 MV0009'44.6 MILES NORTH ALONG THE HIGHWAY FROM WINNEMUCCA, HUMBOLDT COUNTY,
 MV0009'ON THE OLD DENIO HIGHWAY, AT SOD HOUSE, AT THE NORTHWEST CORNER OF A
 MV0009'YARD FENCE, AND 20 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. NOTE--
 MV0009'THE HIGHWAY HAS BEEN RELOCATED AND THE MARK IS ABOUT 200 METERS NORTH
 MV0009'OF THE PRESENT HIGHWAY LOCATION.
 MV0009
 MV0009                          STATION RECOVERY (1984)
 MV0009
 MV0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MV0009'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0258 ***********************************************************************
 LQ0258  DESIGNATION -  K 190
 LQ0258  PID         -  LQ0258
 LQ0258  STATE/COUNTY-  NV/WHITE PINE
 LQ0258  USGS QUAD   -  GOSHUTE LAKE SOUTH (1982)
 LQ0258
 LQ0258                         *CURRENT SURVEY CONTROL
 LQ0258  ___________________________________________________________________
 LQ0258* NAD 83(1986)-  40 01 51.     (N)    114 39 06.     (W)     SCALED    
 LQ0258* NAVD 88     -      1823.125  (meters)    5981.37   (feet)  ADJUSTED  
 LQ0258  ___________________________________________________________________
 LQ0258  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 LQ0258  DYNAMIC HT  -        1821.378 (meters)    5975.64  (feet)  COMP
 LQ0258  MODELED GRAV-     979,603.0   (mgal)                       NAVD 88
 LQ0258
 LQ0258  VERT ORDER  -  SECOND    CLASS 0
 LQ0258
 LQ0258.The horizontal coordinates were scaled from a topographic map and have
 LQ0258.an estimated accuracy of +/- 6 seconds.
 LQ0258
 LQ0258.The orthometric height was determined by differential leveling
 LQ0258.and adjusted by the National Geodetic Survey in June 1991..
 LQ0258
 LQ0258.The geoid height was determined by GEOID03.
 LQ0258
 LQ0258.The dynamic height is computed by dividing the NAVD 88
 LQ0258.geopotential number by the normal gravity value computed on the
 LQ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0258.degrees latitude (g = 980.6199 gals.).
 LQ0258
 LQ0258.The modeled gravity was interpolated from observed gravity values.
 LQ0258
 LQ0258;                    North         East    Units  Estimated Accuracy
 LQ0258;SPC NV E     - 8,586,450.      279,520.      MT  (+/- 180 meters Scaled)
 LQ0258
 LQ0258                          SUPERSEDED SURVEY CONTROL
 LQ0258
 LQ0258  NGVD 29 (??/??/92) 1821.957  (m)         5977.54   (f) ADJ UNCH    2 0
 LQ0258
 LQ0258.Superseded values are not recommended for survey control.
 LQ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0258.See file dsdata.txt to determine how the superseded data were derived.
 LQ0258
 LQ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE003338(NAD 83)
 LQ0258_MARKER: DB = BENCH MARK DISK
 LQ0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LQ0258_SP_SET: CULVERT
 LQ0258_STAMPING: K 190 1958
 LQ0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0258
 LQ0258  HISTORY     - Date     Condition        Report By
 LQ0258  HISTORY     - 1958     MONUMENTED       CGS
 LQ0258
 LQ0258                          STATION DESCRIPTION
 LQ0258
 LQ0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0258'3.1 MI SW FROM LAGES STATION.
 LQ0258'3.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 93 AND 50 ALTERNATE FROM THE
 LQ0258'JUNCTION OF U. S. HIGHWAY 93 AT LAGES STATION, AT THE CROSSING OF A
 LQ0258'WASH, AT A 24-INCH PIPE CULVERT, IN THE TOP OF THE NORTH END OF THE
 LQ0258'EAST CONCRETE HEAD WALL, 21 1/2 FEET EAST OF THE CENTER LINE OF THE
 LQ0258'HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0176 ***********************************************************************
 LQ0176  DESIGNATION -  K 191
 LQ0176  PID         -  LQ0176
 LQ0176  STATE/COUNTY-  NV/ELKO
 LQ0176  USGS QUAD   -  WHITE HORSE PASS (1972)
 LQ0176
 LQ0176                         *CURRENT SURVEY CONTROL
 LQ0176  ___________________________________________________________________
 LQ0176* NAD 83(1986)-  40 21 08.     (N)    114 14 14.     (W)     SCALED    
 LQ0176* NAVD 88     -      1839.255  (meters)    6034.29   (feet)  ADJUSTED  
 LQ0176  ___________________________________________________________________
 LQ0176  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 LQ0176  DYNAMIC HT  -        1837.615 (meters)    6028.91  (feet)  COMP
 LQ0176  MODELED GRAV-     979,667.5   (mgal)                       NAVD 88
 LQ0176
 LQ0176  VERT ORDER  -  SECOND    CLASS 0
 LQ0176
 LQ0176.The horizontal coordinates were scaled from a topographic map and have
 LQ0176.an estimated accuracy of +/- 6 seconds.
 LQ0176
 LQ0176.The orthometric height was determined by differential leveling
 LQ0176.and adjusted by the National Geodetic Survey in June 1991..
 LQ0176
 LQ0176.The geoid height was determined by GEOID03.
 LQ0176
 LQ0176.The dynamic height is computed by dividing the NAVD 88
 LQ0176.geopotential number by the normal gravity value computed on the
 LQ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0176.degrees latitude (g = 980.6199 gals.).
 LQ0176
 LQ0176.The modeled gravity was interpolated from observed gravity values.
 LQ0176
 LQ0176;                    North         East    Units  Estimated Accuracy
 LQ0176;SPC NV E     - 8,622,590.      314,350.      MT  (+/- 180 meters Scaled)
 LQ0176
 LQ0176                          SUPERSEDED SURVEY CONTROL
 LQ0176
 LQ0176  NGVD 29 (??/??/92) 1838.147  (m)         6030.65   (f) ADJ UNCH    2 0
 LQ0176
 LQ0176.Superseded values are not recommended for survey control.
 LQ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0176.See file dsdata.txt to determine how the superseded data were derived.
 LQ0176
 LQ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE346705(NAD 83)
 LQ0176_MARKER: DB = BENCH MARK DISK
 LQ0176_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0176_SP_SET: SHALE OUTCROP
 LQ0176_STAMPING: K 191 1958
 LQ0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0176+STABILITY: POSITION/ELEVATION WELL
 LQ0176
 LQ0176  HISTORY     - Date     Condition        Report By
 LQ0176  HISTORY     - 1958     MONUMENTED       CGS
 LQ0176
 LQ0176                          STATION DESCRIPTION
 LQ0176
 LQ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0176'16.95 MI NE FROM BOONE SPRINGS.
 LQ0176'16.95 MILES NORTHEAST ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE UTOCO
 LQ0176'SERVICE STATION AT BOONE SPRINGS, AT THE SUMMIT OF WHITE HORSE PASS,
 LQ0176'AT THE EAST ONE OF TWO HIGHWAY CUTS, 95 FEET EAST OF THE CENTER OF THE
 LQ0176'INTERSECTION OF DRIVEWAYS LEADING TO A FORMER ALIGNMENT OF THE
 LQ0176'HIGHWAY, IN THE TOP OF AN 8-BY 20-FOOT EXPOSED PORTION OF GRAY SHALE
 LQ0176'OUTCROP WHICH IS EMBEDDED IN THE WEST SLOPE OF A HILL, 42 FEET
 LQ0176'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 10 FEET HIGHER THAN
 LQ0176'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0331 ***********************************************************************
 MT0331  DESIGNATION -  K 192
 MT0331  PID         -  MT0331
 MT0331  STATE/COUNTY-  NV/ELKO
 MT0331  USGS QUAD   -  WINE CUP RANCH NE (1980)
 MT0331
 MT0331                         *CURRENT SURVEY CONTROL
 MT0331  ___________________________________________________________________
 MT0331* NAD 83(1986)-  41 28 37.     (N)    114 34 34.     (W)     SCALED    
 MT0331* NAVD 88     -      1647.302  (meters)    5404.52   (feet)  ADJUSTED  
 MT0331  ___________________________________________________________________
 MT0331  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 MT0331  DYNAMIC HT  -        1646.015 (meters)    5400.30  (feet)  COMP
 MT0331  MODELED GRAV-     979,783.6   (mgal)                       NAVD 88
 MT0331
 MT0331  VERT ORDER  -  SECOND    CLASS 0
 MT0331
 MT0331.The horizontal coordinates were scaled from a topographic map and have
 MT0331.an estimated accuracy of +/- 6 seconds.
 MT0331
 MT0331.The orthometric height was determined by differential leveling
 MT0331.and adjusted by the National Geodetic Survey in June 1991..
 MT0331
 MT0331.The geoid height was determined by GEOID03.
 MT0331
 MT0331.The dynamic height is computed by dividing the NAVD 88
 MT0331.geopotential number by the normal gravity value computed on the
 MT0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0331.degrees latitude (g = 980.6199 gals.).
 MT0331
 MT0331.The modeled gravity was interpolated from observed gravity values.
 MT0331
 MT0331;                    North         East    Units  Estimated Accuracy
 MT0331;SPC NV E     - 8,747,100.      284,120.      MT  (+/- 180 meters Scaled)
 MT0331
 MT0331                          SUPERSEDED SURVEY CONTROL
 MT0331
 MT0331  NGVD 29 (??/??/92) 1646.152  (m)         5400.75   (f) ADJ UNCH    2 0
 MT0331
 MT0331.Superseded values are not recommended for survey control.
 MT0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0331.See file dsdata.txt to determine how the superseded data were derived.
 MT0331
 MT0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF023945(NAD 83)
 MT0331_MARKER: DB = BENCH MARK DISK
 MT0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0331_STAMPING: K 192 1958
 MT0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0331+STABILITY: SURFACE MOTION
 MT0331
 MT0331  HISTORY     - Date     Condition        Report By
 MT0331  HISTORY     - 1958     MONUMENTED       CGS
 MT0331
 MT0331                          STATION DESCRIPTION
 MT0331
 MT0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0331'11.95 MI NE FROM WILKINS.
 MT0331'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0331'POST AT WILKINS, THENCE 11.25 MILES SOUTHEAST, EAST AND NORTHEAST
 MT0331'ALONG A GRAVEL ROAD, 0.35 MILE NORTHEAST OF A GRAVEL PIT, AT THE
 MT0331'SUMMIT OF A SMALL RISE, 57 FEET NORTHWEST OF THE CENTER LINE OF THE
 MT0331'ROAD, 109 FEET SOUTHWEST OF A TELEPHONE POLE, 69 FEET NORTH OF A
 MT0331'TELEPHONE POLE, 2.0 FEET SOUTHEAST OF A WITNESS POST, 1 1/2 FEET
 MT0331'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MT0331'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0276 ***********************************************************************
 MU0276  DESIGNATION -  K 196
 MU0276  PID         -  MU0276
 MU0276  STATE/COUNTY-  NV/HUMBOLDT
 MU0276  USGS QUAD   -  SOUTH OF MC DERMITT (1991)
 MU0276
 MU0276                         *CURRENT SURVEY CONTROL
 MU0276  ___________________________________________________________________
 MU0276* NAD 83(1986)-  41 48 25.     (N)    117 43 56.     (W)     SCALED    
 MU0276* NAVD 88     -      1342.692  (meters)    4405.15   (feet)  ADJUSTED  
 MU0276  ___________________________________________________________________
 MU0276  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 MU0276  DYNAMIC HT  -        1341.751 (meters)    4402.06  (feet)  COMP
 MU0276  MODELED GRAV-     979,875.6   (mgal)                       NAVD 88
 MU0276
 MU0276  VERT ORDER  -  SECOND    CLASS 0
 MU0276
 MU0276.The horizontal coordinates were scaled from a topographic map and have
 MU0276.an estimated accuracy of +/- 6 seconds.
 MU0276
 MU0276.The orthometric height was determined by differential leveling
 MU0276.and adjusted by the National Geodetic Survey in June 1991..
 MU0276
 MU0276.The geoid height was determined by GEOID03.
 MU0276
 MU0276.The dynamic height is computed by dividing the NAVD 88
 MU0276.geopotential number by the normal gravity value computed on the
 MU0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0276.degrees latitude (g = 980.6199 gals.).
 MU0276
 MU0276.The modeled gravity was interpolated from observed gravity values.
 MU0276
 MU0276;                    North         East    Units  Estimated Accuracy
 MU0276;SPC NV W     - 4,783,610.      870,720.      MT  (+/- 180 meters Scaled)
 MU0276
 MU0276                          SUPERSEDED SURVEY CONTROL
 MU0276
 MU0276  NGVD 29 (??/??/92) 1341.551  (m)         4401.41   (f) ADJ UNCH    2 0
 MU0276
 MU0276.Superseded values are not recommended for survey control.
 MU0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0276.See file dsdata.txt to determine how the superseded data were derived.
 MU0276
 MU0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG391286(NAD 83)
 MU0276_MARKER: DB = BENCH MARK DISK
 MU0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MU0276_SP_SET: CULVERT
 MU0276_STAMPING: K 196 1963
 MU0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0276
 MU0276  HISTORY     - Date     Condition        Report By
 MU0276  HISTORY     - 1963     MONUMENTED       CGS
 MU0276
 MU0276                          STATION DESCRIPTION
 MU0276
 MU0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0276'13.8 MI S FROM MCDERMITT.
 MU0276'13.8 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0276'LINE AT MCDERMITT, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 MU0276'HEAD WALL OF A 24-INCH PIPE CULVERT, 23.0 FEET EAST OF THE CENTER LINE
 MU0276'OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0310 ***********************************************************************
 MU0310  DESIGNATION -  K 197
 MU0310  PID         -  MU0310
 MU0310  STATE/COUNTY-  NV/HUMBOLDT
 MU0310  USGS QUAD   -  BUCKSKIN MOUNTAIN (1991)
 MU0310
 MU0310                         *CURRENT SURVEY CONTROL
 MU0310  ___________________________________________________________________
 MU0310* NAD 83(1986)-  41 45 18.     (N)    117 31 06.     (W)     SCALED    
 MU0310* NAVD 88     -      2085.969  (meters)    6843.72   (feet)  ADJUSTED  
 MU0310  ___________________________________________________________________
 MU0310  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 MU0310  DYNAMIC HT  -        2084.293 (meters)    6838.22  (feet)  COMP
 MU0310  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 MU0310
 MU0310  VERT ORDER  -  SECOND    CLASS 0
 MU0310
 MU0310.The horizontal coordinates were scaled from a topographic map and have
 MU0310.an estimated accuracy of +/- 6 seconds.
 MU0310
 MU0310.The orthometric height was determined by differential leveling
 MU0310.and adjusted by the National Geodetic Survey in June 1991..
 MU0310
 MU0310.The geoid height was determined by GEOID03.
 MU0310
 MU0310.The dynamic height is computed by dividing the NAVD 88
 MU0310.geopotential number by the normal gravity value computed on the
 MU0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0310.degrees latitude (g = 980.6199 gals.).
 MU0310
 MU0310.The modeled gravity was interpolated from observed gravity values.
 MU0310
 MU0310;                    North         East    Units  Estimated Accuracy
 MU0310;SPC NV W     - 4,778,040.      888,570.      MT  (+/- 180 meters Scaled)
 MU0310
 MU0310                          SUPERSEDED SURVEY CONTROL
 MU0310
 MU0310  NGVD 29 (??/??/92) 2084.70   (m)         6839.6    (f) COMPUTED    2 0
 MU0310
 MU0310.Superseded values are not recommended for survey control.
 MU0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0310.See file dsdata.txt to determine how the superseded data were derived.
 MU0310
 MU0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG569227(NAD 83)
 MU0310_MARKER: DB = BENCH MARK DISK
 MU0310_SETTING: 66 = SET IN ROCK OUTCROP
 MU0310_SP_SET: SET IN ROCK OUTCROP
 MU0310_STAMPING: K 197 1963
 MU0310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0310+STABILITY: POSITION/ELEVATION WELL
 MU0310
 MU0310  HISTORY     - Date     Condition        Report By
 MU0310  HISTORY     - 1963     MONUMENTED       CGS
 MU0310
 MU0310                          STATION DESCRIPTION
 MU0310
 MU0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0310'29.15 MI SE FROM MCDERMITT.
 MU0310'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0310'LINE AT MCDERMITT, THENCE 15.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0310'ON THE OUTSIDE OF A LONG CURVE, ON A ROCKY POINT, IN THE TOP OF
 MU0310'BEDROCK WHICH IS FLUSH WITH THE GROUND, 124 FEET EAST OF THE CENTER
 MU0310'LINE OF THE ROAD, ABOUT 60 FEET SOUTH OF THE TOP OF THE SOUTH BANK OF
 MU0310'A CANYON, AND ABOUT 5 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0181 ***********************************************************************
 MU0181  DESIGNATION -  K 198
 MU0181  PID         -  MU0181
 MU0181  STATE/COUNTY-  NV/HUMBOLDT
 MU0181  USGS QUAD   -  MAIDEN BUTTE (1980)
 MU0181
 MU0181                         *CURRENT SURVEY CONTROL
 MU0181  ___________________________________________________________________
 MU0181* NAD 83(1986)-  41 48 29.     (N)    117 12 34.     (W)     SCALED    
 MU0181* NAVD 88     -      1830.113  (meters)    6004.30   (feet)  ADJUSTED  
 MU0181  ___________________________________________________________________
 MU0181  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 MU0181  DYNAMIC HT  -        1828.711 (meters)    5999.70  (feet)  COMP
 MU0181  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 MU0181
 MU0181  VERT ORDER  -  SECOND    CLASS 0
 MU0181
 MU0181.The horizontal coordinates were scaled from a topographic map and have
 MU0181.an estimated accuracy of +/- 6 seconds.
 MU0181
 MU0181.The orthometric height was determined by differential leveling
 MU0181.and adjusted by the National Geodetic Survey in June 1991..
 MU0181
 MU0181.The geoid height was determined by GEOID03.
 MU0181
 MU0181.The dynamic height is computed by dividing the NAVD 88
 MU0181.geopotential number by the normal gravity value computed on the
 MU0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0181.degrees latitude (g = 980.6199 gals.).
 MU0181
 MU0181.The modeled gravity was interpolated from observed gravity values.
 MU0181
 MU0181;                    North         East    Units  Estimated Accuracy
 MU0181;SPC NV W     - 4,784,290.      914,160.      MT  (+/- 180 meters Scaled)
 MU0181
 MU0181                          SUPERSEDED SURVEY CONTROL
 MU0181
 MU0181  NGVD 29 (??/??/92) 1828.902  (m)         6000.32   (f) ADJ UNCH    2 0
 MU0181
 MU0181.Superseded values are not recommended for survey control.
 MU0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0181.See file dsdata.txt to determine how the superseded data were derived.
 MU0181
 MU0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG826284(NAD 83)
 MU0181_MARKER: DB = BENCH MARK DISK
 MU0181_SETTING: 66 = SET IN ROCK OUTCROP
 MU0181_SP_SET: SET IN ROCK OUTCROP
 MU0181_STAMPING: K 198 1963
 MU0181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0181+STABILITY: POSITION/ELEVATION WELL
 MU0181
 MU0181  HISTORY     - Date     Condition        Report By
 MU0181  HISTORY     - 1963     MONUMENTED       CGS
 MU0181
 MU0181                          STATION DESCRIPTION
 MU0181
 MU0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0181'53.5 MI E FROM MCDERMITT.
 MU0181'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0181'LINE AT MCDERMITT, THENCE 17.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0181'THENCE 20.2 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.15 MILES NORTH
 MU0181'ALONG A DIRT ROAD, 0.1 MILE SOUTHEAST OF THE ROAD, AT CALICO SPRINGS,
 MU0181'IN THE TOP OF A 5- BY 10-FOOT OUTCROP, 80 FEET NORTH OF THE NORTHWEST
 MU0181'CORNER OF THE SOUTHWEST ONE OF TWO CONCRETE WATER BOXES, 25 FEET
 MU0181'SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING TO THE SPRING, 3.0
 MU0181'FEET NORTHWEST OF A WITNESS POST, AND ABOUT 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0362 ***********************************************************************
 LQ0362  DESIGNATION -  K 199
 LQ0362  PID         -  LQ0362
 LQ0362  STATE/COUNTY-  NV/ELKO
 LQ0362  USGS QUAD   -  CEDAR RIDGE (1985)
 LQ0362
 LQ0362                         *CURRENT SURVEY CONTROL
 LQ0362  ___________________________________________________________________
 LQ0362* NAD 83(1986)-  40 23 14.     (N)    115 49 03.     (W)     SCALED    
 LQ0362* NAVD 88     -      1783.155  (meters)    5850.23   (feet)  ADJUSTED  
 LQ0362  ___________________________________________________________________
 LQ0362  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 LQ0362  DYNAMIC HT  -        1781.546 (meters)    5844.96  (feet)  COMP
 LQ0362  MODELED GRAV-     979,659.8   (mgal)                       NAVD 88
 LQ0362
 LQ0362  VERT ORDER  -  SECOND    CLASS 0
 LQ0362
 LQ0362.The horizontal coordinates were scaled from a topographic map and have
 LQ0362.an estimated accuracy of +/- 6 seconds.
 LQ0362
 LQ0362.The orthometric height was determined by differential leveling
 LQ0362.and adjusted by the National Geodetic Survey in June 1991..
 LQ0362
 LQ0362.The geoid height was determined by GEOID03.
 LQ0362
 LQ0362.The dynamic height is computed by dividing the NAVD 88
 LQ0362.geopotential number by the normal gravity value computed on the
 LQ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0362.degrees latitude (g = 980.6199 gals.).
 LQ0362
 LQ0362.The modeled gravity was interpolated from observed gravity values.
 LQ0362
 LQ0362;                    North         East    Units  Estimated Accuracy
 LQ0362;SPC NV E     - 8,625,630.      180,120.      MT  (+/- 180 meters Scaled)
 LQ0362
 LQ0362                          SUPERSEDED SURVEY CONTROL
 LQ0362
 LQ0362  NGVD 29 (??/??/92) 1782.027  (m)         5846.53   (f) ADJ UNCH    2 0
 LQ0362
 LQ0362.Superseded values are not recommended for survey control.
 LQ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0362.See file dsdata.txt to determine how the superseded data were derived.
 LQ0362
 LQ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE003714(NAD 83)
 LQ0362_MARKER: DB = BENCH MARK DISK
 LQ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0362_STAMPING: K 199 1963
 LQ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0362+STABILITY: SURFACE MOTION
 LQ0362
 LQ0362  HISTORY     - Date     Condition        Report By
 LQ0362  HISTORY     - 1963     MONUMENTED       CGS
 LQ0362
 LQ0362                          STATION DESCRIPTION
 LQ0362
 LQ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0362'9.5 MI W FROM JIGGS.
 LQ0362'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0362'JIGGS, THENCE 9.2 MILES WEST ALONG THE LITTLE PORTER CREEK ROAD, 0.35
 LQ0362'MILE NORTHEAST OF THE JUNCTION OF THE DRIVE TO THE OLD PORTER RANCH,
 LQ0362'AT THE SUMMIT OF A RIDGE, 0.1 MILE NORTHEAST OF A FENCE LINE, 0.05
 LQ0362'MILE SOUTHWEST OF THE JUNCTION OF A ROAD WEST, 44 FEET SOUTHEAST OF
 LQ0362'THE CENTER LINE OF THE ROAD, 2.0 FEET NORTHEAST OF A WITNESS POST,
 LQ0362'ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 LQ0362'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0051 ***********************************************************************
 HP0051  DESIGNATION -  K 2
 HP0051  PID         -  HP0051
 HP0051  STATE/COUNTY-  NV/LINCOLN
 HP0051  USGS QUAD   -  ELGIN NE (1980)
 HP0051
 HP0051                         *CURRENT SURVEY CONTROL
 HP0051  ___________________________________________________________________
 HP0051* NAD 83(1986)-  37 28 30.     (N)    114 34 35.     (W)     SCALED    
 HP0051* NAVD 88     -      1197.766  (meters)    3929.67   (feet)  POSTED    
 HP0051  ___________________________________________________________________
 HP0051  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 HP0051  DYNAMIC HT  -        1196.470 (meters)    3925.42  (feet)  COMP
 HP0051  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 HP0051
 HP0051  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0051
 HP0051.The horizontal coordinates were scaled from a topographic map and have
 HP0051.an estimated accuracy of +/- 6 seconds.
 HP0051
 HP0051.The orthometric height was determined by differential leveling
 HP0051.and adjusted by the National Geodetic Survey in 1992..
 HP0051.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0051.rate of 1.1 thru 2.0 mm/km.
 HP0051
 HP0051.The geoid height was determined by GEOID03.
 HP0051
 HP0051.The dynamic height is computed by dividing the NAVD 88
 HP0051.geopotential number by the normal gravity value computed on the
 HP0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0051.degrees latitude (g = 980.6199 gals.).
 HP0051
 HP0051.The modeled gravity was interpolated from observed gravity values.
 HP0051
 HP0051;                    North         East    Units  Estimated Accuracy
 HP0051;SPC NV E     - 8,302,820.      289,060.      MT  (+/- 180 meters Scaled)
 HP0051
 HP0051                          SUPERSEDED SURVEY CONTROL
 HP0051
 HP0051  NGVD 29 (??/??/92) 1196.798  (m)         3926.49   (f) ADJ UNCH    1 2
 HP0051
 HP0051.Superseded values are not recommended for survey control.
 HP0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0051.See file dsdata.txt to determine how the superseded data were derived.
 HP0051
 HP0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB143503(NAD 83)
 HP0051_MARKER: B = BOLT
 HP0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HP0051_SP_SET: ABUTMENT
 HP0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HP0051
 HP0051  HISTORY     - Date     Condition        Report By
 HP0051  HISTORY     - UNK      MONUMENTED       CGS
 HP0051  HISTORY     - 1950     GOOD             NGS
 HP0051  HISTORY     - 1968     MARK NOT FOUND   USGS
 HP0051
 HP0051                          STATION DESCRIPTION
 HP0051
 HP0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HP0051'3.9 MI N FROM BOYD.
 HP0051'3.9 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM BOYD, LINCOLN
 HP0051'COUNTY, OPPOSITE CARSONS RANCH, AT BRIDGE 446A, IN THE TOP OF THE EAST
 HP0051'WING WALL OF THE NORTH CONCRETE ABUTMENT, 12 FEET NORTH OF THE SOUTH
 HP0051'FACE OF THE ABUTMENT, AND 10 FEET EAST OF THE CENTER LINE OF THE
 HP0051'TRACK.  A COPPER BOLT.
 HP0051
 HP0051                          STATION RECOVERY (1968)
 HP0051
 HP0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HP0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0034 ***********************************************************************
 MV0034  DESIGNATION -  K 20
 MV0034  PID         -  MV0034
 MV0034  STATE/COUNTY-  NV/HUMBOLDT
 MV0034  USGS QUAD   -  DENIO SUMMIT (1990)
 MV0034
 MV0034                         *CURRENT SURVEY CONTROL
 MV0034  ___________________________________________________________________
 MV0034* NAD 83(1986)-  41 52 26.     (N)    118 35 48.     (W)     SCALED    
 MV0034* NAVD 88     -      1480.664  (meters)    4857.81   (feet)  POSTED    
 MV0034  ___________________________________________________________________
 MV0034  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 MV0034  DYNAMIC HT  -        1479.650 (meters)    4854.48  (feet)  COMP
 MV0034  MODELED GRAV-     979,887.8   (mgal)                       NAVD 88
 MV0034
 MV0034  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MV0034
 MV0034.The horizontal coordinates were scaled from a topographic map and have
 MV0034.an estimated accuracy of +/- 6 seconds.
 MV0034
 MV0034.The orthometric height was determined by differential leveling
 MV0034.and adjusted by the National Geodetic Survey in 1992..
 MV0034.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MV0034.rate of 1.1 thru 2.0 mm/km.
 MV0034
 MV0034.The geoid height was determined by GEOID03.
 MV0034
 MV0034.The dynamic height is computed by dividing the NAVD 88
 MV0034.geopotential number by the normal gravity value computed on the
 MV0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0034.degrees latitude (g = 980.6199 gals.).
 MV0034
 MV0034.The modeled gravity was interpolated from observed gravity values.
 MV0034
 MV0034;                    North         East    Units  Estimated Accuracy
 MV0034;SPC NV W     - 4,790,690.      798,890.      MT  (+/- 180 meters Scaled)
 MV0034
 MV0034                          SUPERSEDED SURVEY CONTROL
 MV0034
 MV0034  NGVD 29 (??/??/92) 1479.509  (m)         4854.02   (f) ADJ UNCH    1 2
 MV0034
 MV0034.Superseded values are not recommended for survey control.
 MV0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0034.See file dsdata.txt to determine how the superseded data were derived.
 MV0034
 MV0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG675370(NAD 83)
 MV0034_MARKER: DB = BENCH MARK DISK
 MV0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0034_STAMPING: 4854.039 K 20 1931
 MV0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0034+STABILITY: SURFACE MOTION
 MV0034
 MV0034  HISTORY     - Date     Condition        Report By
 MV0034  HISTORY     - 1931     MONUMENTED       CGS
 MV0034  HISTORY     - 1934     GOOD             NGS
 MV0034  HISTORY     - 1964     MARK NOT FOUND   USGS
 MV0034
 MV0034                          STATION DESCRIPTION
 MV0034
 MV0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MV0034'8.8 MI SE FROM DENIO, OR.
 MV0034'IN HUMBOLDT COUNTY, NEVADA, 8.8 MILES SOUTHEAST ALONG THE HIGHWAY FROM
 MV0034'DENIO, HARNEY COUNTY, OREGON, AT A SUMMIT, 66 FEET WEST OF THE
 MV0034'CENTERLINE OF THE NEW HIGHWAY, AND 42 FEET WEST OF THE CENTERLINE OF
 MV0034'THE OLD ROAD.  A STANDARD DISK, STAMPED 4854.039 K 20 1931 AND SET IN
 MV0034'THE TOP OF A CONCRETE POST.  NOTE-- A NEW HWY. CUT IN AREA PROBABLY
 MV0034'DESTROYED MARK.
 MV0034
 MV0034                          STATION RECOVERY (1964)
 MV0034
 MV0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MV0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0795 ***********************************************************************
 KR0795  DESIGNATION -  K 200
 KR0795  PID         -  KR0795
 KR0795  STATE/COUNTY-  NV/LYON
 KR0795  USGS QUAD   -  MISFITS FLAT (1985)
 KR0795
 KR0795                         *CURRENT SURVEY CONTROL
 KR0795  ___________________________________________________________________
 KR0795* NAD 83(1986)-  39 19 51.     (N)    119 27 29.     (W)     SCALED    
 KR0795* NAVD 88     -      1321.03   (+/-2cm)    4334.1    (feet)  VERTCON   
 KR0795  ___________________________________________________________________
 KR0795  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR0795
 KR0795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0795
 KR0795.The horizontal coordinates were scaled from a topographic map and have
 KR0795.an estimated accuracy of +/- 6 seconds.
 KR0795
 KR0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0795.The vertical order pertains to the NGVD 29 superseded value.
 KR0795
 KR0795.The geoid height was determined by GEOID03.
 KR0795
 KR0795;                    North         East    Units  Estimated Accuracy
 KR0795;SPC NV W     - 4,508,690.      724,590.      MT  (+/- 180 meters Scaled)
 KR0795
 KR0795                          SUPERSEDED SURVEY CONTROL
 KR0795
 KR0795  NGVD 29 (??/??/92) 1320.004  (m)         4330.71   (f) ADJ UNCH    2 0
 KR0795
 KR0795.Superseded values are not recommended for survey control.
 KR0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0795.See file dsdata.txt to determine how the superseded data were derived.
 KR0795
 KR0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD881563(NAD 83)
 KR0795_MARKER: DB = BENCH MARK DISK
 KR0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0795_STAMPING: K 200 1935
 KR0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0795+STABILITY: SURFACE MOTION
 KR0795
 KR0795  HISTORY     - Date     Condition        Report By
 KR0795  HISTORY     - 1935     MONUMENTED       CGS
 KR0795
 KR0795                          STATION DESCRIPTION
 KR0795
 KR0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0795'10.0 MI NE FROM DAYTON.
 KR0795'ALONG U.S. HIGHWAY NO. 50 BETWEEN DAYTON AND RAMSEY.  AT FOOT OF EAST
 KR0795'SIDE OF SMALL MOUND.  175 FEET WEST OF POWER LINE POLE NO. 13618, 45.7
 KR0795'FEET NORTH OF CENTERLINE OF U.S. HIGHWAY NO. 50, 36 FEET SOUTH OF
 KR0795'SMALL DRAIN DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0707 ***********************************************************************
 KR0707  DESIGNATION -  K 201
 KR0707  PID         -  KR0707
 KR0707  STATE/COUNTY-  NV/STOREY
 KR0707  USGS QUAD   -  DERBY DAM (1985)
 KR0707
 KR0707                         *CURRENT SURVEY CONTROL
 KR0707  ___________________________________________________________________
 KR0707* NAD 83(1986)-  39 33 20.     (N)    119 28 46.     (W)     SCALED    
 KR0707* NAVD 88     -      1326.04   (+/-2cm)    4350.5    (feet)  VERTCON   
 KR0707  ___________________________________________________________________
 KR0707  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KR0707
 KR0707  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0707
 KR0707.The horizontal coordinates were scaled from a topographic map and have
 KR0707.an estimated accuracy of +/- 6 seconds.
 KR0707
 KR0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0707.The vertical order pertains to the NGVD 29 superseded value.
 KR0707
 KR0707.The geoid height was determined by GEOID03.
 KR0707
 KR0707;                    North         East    Units  Estimated Accuracy
 KR0707;SPC NV W     - 4,533,650.      722,990.      MT  (+/- 180 meters Scaled)
 KR0707
 KR0707                          SUPERSEDED SURVEY CONTROL
 KR0707
 KR0707  NGVD 29 (??/??/92) 1325.007  (m)         4347.13   (f) ADJ UNCH    2 0
 KR0707
 KR0707.Superseded values are not recommended for survey control.
 KR0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0707.See file dsdata.txt to determine how the superseded data were derived.
 KR0707
 KR0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD869813(NAD 83)
 KR0707_MARKER: DB = BENCH MARK DISK
 KR0707_SETTING: 66 = SET IN ROCK OUTCROP
 KR0707_SP_SET: ROCK
 KR0707_STAMPING: K 201 1935
 KR0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0707+STABILITY: POSITION/ELEVATION WELL
 KR0707
 KR0707  HISTORY     - Date     Condition        Report By
 KR0707  HISTORY     - 1935     MONUMENTED       CGS
 KR0707  HISTORY     - 1956     MARK NOT FOUND   USGS
 KR0707
 KR0707                          STATION DESCRIPTION
 KR0707
 KR0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0707'1.0 MI SE FROM CLARK.
 KR0707'1.0 MILES SOUTHEAST ALONG ROAD TO RAMSEY.  IN DRAW OF TWO LARGE RANGES
 KR0707'OF HILLS.  41.3 FEET SOUTH OF SOUTH BANK OF DRY CREEK, 30 FEET NORTH
 KR0707'OF CENTERLINE OF ROAD.  IN TOP OF ROCK WHICH PROTRUDES ABOUT SIX
 KR0707'INCHES ABOVE GROUND LEVEL.
 KR0707
 KR0707                          STATION RECOVERY (1956)
 KR0707
 KR0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KR0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0330 ***********************************************************************
 JR0330  DESIGNATION -  K 202
 JR0330  PID         -  JR0330
 JR0330  STATE/COUNTY-  NV/LYON
 JR0330  USGS QUAD   -  YERINGTON (1986)
 JR0330
 JR0330                         *CURRENT SURVEY CONTROL
 JR0330  ___________________________________________________________________
 JR0330* NAD 83(1986)-  38 55 13.     (N)    119 09 39.     (W)     SCALED    
 JR0330* NAVD 88     -      1351.28   (+/-2cm)    4433.3    (feet)  VERTCON   
 JR0330  ___________________________________________________________________
 JR0330  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 JR0330
 JR0330  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0330
 JR0330.The horizontal coordinates were scaled from a topographic map and have
 JR0330.an estimated accuracy of +/- 6 seconds.
 JR0330
 JR0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0330.The vertical order pertains to the NGVD 29 superseded value.
 JR0330
 JR0330.The geoid height was determined by GEOID03.
 JR0330
 JR0330;                    North         East    Units  Estimated Accuracy
 JR0330;SPC NV W     - 4,462,910.      749,920.      MT  (+/- 180 meters Scaled)
 JR0330
 JR0330                          SUPERSEDED SURVEY CONTROL
 JR0330
 JR0330  NGVD 29 (??/??/92) 1350.223  (m)         4429.86   (f) ADJ UNCH    2 0
 JR0330
 JR0330.Superseded values are not recommended for survey control.
 JR0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0330.See file dsdata.txt to determine how the superseded data were derived.
 JR0330
 JR0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD126101(NAD 83)
 JR0330_MARKER: DB = BENCH MARK DISK
 JR0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0330_STAMPING: K 202 1935
 JR0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0330+STABILITY: SURFACE MOTION
 JR0330
 JR0330  HISTORY     - Date     Condition        Report By
 JR0330  HISTORY     - 1935     MONUMENTED       CGS
 JR0330  HISTORY     - 1984     MARK NOT FOUND   USGS
 JR0330
 JR0330                          STATION DESCRIPTION
 JR0330
 JR0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0330'4.6 MI S FROM YERINGTON.
 JR0330'4.6 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 JR0330'YERINGTON, LYON COUNTY, 132 FEET EAST OF THE JOHN S. HEHADY
 JR0330'FARMHOUSE, AT A ROAD INTERSECTION, 31 FEET SOUTHWEST OF THE
 JR0330'CENTER OF THE INTERSECTION, 30 FEET WEST OF THE CENTERLINE OF THE
 JR0330'HIGHWAY, 9 FEET SOUTH OF AN IRON GATE, AND 1.6 FEET WEST OF THE
 JR0330'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 202 1935 AND SET
 JR0330'IN THE TOP OF A CONCRETE POST.
 JR0330
 JR0330                          STATION RECOVERY (1984)
 JR0330
 JR0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JR0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1057 ***********************************************************************
 KR1057  DESIGNATION -  K 208
 KR1057  PID         -  KR1057
 KR1057  STATE/COUNTY-  NV/WASHOE
 KR1057  USGS QUAD   -  MARLETTE LAKE (1992)
 KR1057
 KR1057                         *CURRENT SURVEY CONTROL
 KR1057  ___________________________________________________________________
 KR1057* NAD 83(1986)-  39 10 23.     (N)    119 55 27.     (W)     SCALED    
 KR1057* NAVD 88     -      1967.55   (+/-2cm)    6455.2    (feet)  VERTCON   
 KR1057  ___________________________________________________________________
 KR1057  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 KR1057
 KR1057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1057
 KR1057.The horizontal coordinates were scaled from a topographic map and have
 KR1057.an estimated accuracy of +/- 6 seconds.
 KR1057
 KR1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1057.The vertical order pertains to the NGVD 29 superseded value.
 KR1057
 KR1057.The geoid height was determined by GEOID03.
 KR1057
 KR1057;                    North         East    Units  Estimated Accuracy
 KR1057;SPC NV W     - 4,491,670.      684,140.      MT  (+/- 180 meters Scaled)
 KR1057
 KR1057                          SUPERSEDED SURVEY CONTROL
 KR1057
 KR1057  NGVD 29 (??/??/92) 1966.265  (m)         6450.99   (f) ADJ UNCH    2 0
 KR1057
 KR1057.Superseded values are not recommended for survey control.
 KR1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1057.See file dsdata.txt to determine how the superseded data were derived.
 KR1057
 KR1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD473400(NAD 83)
 KR1057_MARKER: DB = BENCH MARK DISK
 KR1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1057_STAMPING: K 208 1935
 KR1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1057+STABILITY: SURFACE MOTION
 KR1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1057+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 KR1057
 KR1057  HISTORY     - Date     Condition        Report By
 KR1057  HISTORY     - 1935     MONUMENTED       CGS
 KR1057  HISTORY     - 1941     GOOD             NGS
 KR1057  HISTORY     - 20030908 GOOD             USPSQD
 KR1057
 KR1057                          STATION DESCRIPTION
 KR1057
 KR1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KR1057'19.1 MI SW FROM CARSON CITY.
 KR1057'IN WASHOE COUNTY, 19.1 MILES SOUTHWEST OF CARSON CITY, ORMSBY COUNTY.
 KR1057'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 3.4 MILES
 KR1057'SOUTH ALONG U.S. HIGHWAY 395, THENCE 10.1 MILES WEST ALONG U.S.
 KR1057'HIGHWAY 50, AND THENCE 5.6 MILES NORTH ALONG STATE HIGHWAY 28.  IT IS
 KR1057'9.9 MILES EAST AND SOUTH OF THE NEVADA-CALIFORNIA STATE LINE, ON AN
 KR1057'EAST SLOPE PARTIALLY COVERED WITH MEDIUM-SIZED PINE TREES AND LARGE
 KR1057'ROUND BOULDERS, 52 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN A
 KR1057'WIRE-FENCE LINE, AND ABOUT 7 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 KR1057'DISK, STAMPED K 208 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KR1057
 KR1057                          STATION RECOVERY (2003)
 KR1057
 KR1057'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1088 ***********************************************************************
 KR1088  DESIGNATION -  K 209
 KR1088  PID         -  KR1088
 KR1088  STATE/COUNTY-  NV/DOUGLAS
 KR1088  USGS QUAD   -  MC TARNAHAN HILL (1994)
 KR1088
 KR1088                         *CURRENT SURVEY CONTROL
 KR1088  ___________________________________________________________________
 KR1088* NAD 83(1986)-  39 03 13.     (N)    119 40 55.     (W)     SCALED    
 KR1088* NAVD 88     -      1603.26   (+/-2cm)    5260.0    (feet)  VERTCON   
 KR1088  ___________________________________________________________________
 KR1088  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 KR1088
 KR1088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1088
 KR1088.The horizontal coordinates were scaled from a topographic map and have
 KR1088.an estimated accuracy of +/- 6 seconds.
 KR1088
 KR1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1088.The vertical order pertains to the NGVD 29 superseded value.
 KR1088
 KR1088.The geoid height was determined by GEOID03.
 KR1088
 KR1088;                    North         East    Units  Estimated Accuracy
 KR1088;SPC NV W     - 4,478,120.      704,910.      MT  (+/- 180 meters Scaled)
 KR1088
 KR1088                          SUPERSEDED SURVEY CONTROL
 KR1088
 KR1088  NGVD 29 (??/??/92) 1602.110  (m)         5256.26   (f) ADJ UNCH    2 0
 KR1088
 KR1088.Superseded values are not recommended for survey control.
 KR1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1088.See file dsdata.txt to determine how the superseded data were derived.
 KR1088
 KR1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD679261(NAD 83)
 KR1088_MARKER: DB = BENCH MARK DISK
 KR1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1088_STAMPING: K 209 1935
 KR1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1088+STABILITY: SURFACE MOTION
 KR1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1088+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2002
 KR1088
 KR1088  HISTORY     - Date     Condition        Report By
 KR1088  HISTORY     - 1935     MONUMENTED       CGS
 KR1088  HISTORY     - 1947     GOOD             NGS
 KR1088  HISTORY     - 20020220 GOOD             NVGS
 KR1088
 KR1088                          STATION DESCRIPTION
 KR1088
 KR1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KR1088'6.5 MI E FROM STEWART.
 KR1088'IN DOUGLASS COUNTY, 6.5 MILES EAST ALONG THE WABUSKA ROAD FROM THE
 KR1088'POST OFFICE AT STEWART, ORMSBY COUNTY, AT THE TOP OF A RISE, 400 FEET
 KR1088'NORTH OF THE MOUTH OF A CANYON, AND 18 FEET SOUTH OF THE CENTERLINE OF
 KR1088'THE ROAD.  A STANDARD DISK, STAMPED K 209 1935 AND SET IN THE TOP OF A
 KR1088'CONCRETE POST.
 KR1088
 KR1088                          STATION RECOVERY (2002)
 KR1088
 KR1088'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 KR1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1187 ***********************************************************************
 KR1187  DESIGNATION -  K 21
 KR1187  PID         -  KR1187
 KR1187  STATE/COUNTY-  NV/WASHOE
 KR1187  USGS QUAD   -  SUTCLIFFE (1980)
 KR1187
 KR1187                         *CURRENT SURVEY CONTROL
 KR1187  ___________________________________________________________________
 KR1187* NAD 83(1999)-  39 54 45.72933(N)    119 33 50.92152(W)     ADJUSTED  
 KR1187* NAVD 88     -      1192.300  (meters)    3911.74   (feet)  ADJUSTED  
 KR1187  ___________________________________________________________________
 KR1187  EPOCH DATE  -        1999.37
 KR1187  X           -  -2,417,564.008 (meters)                     COMP
 KR1187  Y           -  -4,261,890.019 (meters)                     COMP
 KR1187  Z           -   4,071,305.385 (meters)                     COMP
 KR1187  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 KR1187  ELLIP HEIGHT-        1168.60  (meters)          (05/16/00) GPS OBS
 KR1187  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 KR1187  DYNAMIC HT  -        1191.328 (meters)    3908.55  (feet)  COMP
 KR1187  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 KR1187
 KR1187  HORZ ORDER  -  A
 KR1187  VERT ORDER  -  FIRST     CLASS II
 KR1187  ELLP ORDER  -  FOURTH    CLASS I
 KR1187
 KR1187.The horizontal coordinates were established by GPS observations
 KR1187.and adjusted by the National Geodetic Survey in May 2000..
 KR1187.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KR1187.DATUM ITEM on the data sheet items page.
 KR1187.The horizontal coordinates are valid at the epoch date displayed above.
 KR1187.The epoch date for horizontal control is a decimal equivalence
 KR1187.of Year/Month/Day.
 KR1187
 KR1187.The orthometric height was determined by differential leveling
 KR1187.and adjusted by the National Geodetic Survey in June 1991..
 KR1187
 KR1187.Photographs are available for this station.
 KR1187
 KR1187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KR1187
 KR1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1187
 KR1187.The ellipsoidal height was determined by GPS observations
 KR1187.and is referenced to NAD 83.
 KR1187
 KR1187.The geoid height was determined by GEOID03.
 KR1187
 KR1187.The dynamic height is computed by dividing the NAVD 88
 KR1187.geopotential number by the normal gravity value computed on the
 KR1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1187.degrees latitude (g = 980.6199 gals.).
 KR1187
 KR1187.The modeled gravity was interpolated from observed gravity values.
 KR1187
 KR1187;                    North         East     Units Scale Factor Converg.
 KR1187;SPC NV W     - 4,573,380.971   716,145.814   MT  0.99998654   -0 37 45.6
 KR1187;SPC NV W     -15,004,500.74  2,349,555.06   sFT  0.99998654   -0 37 45.6
 KR1187;UTM  11      - 4,421,215.883   280,833.822   MT  1.00019138   -1 38 45.1
 KR1187
 KR1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1187!SPC NV W     -   0.99981670  x   0.99998654  =   0.99980325
 KR1187!UTM  11      -   0.99981670  x   1.00019138  =   1.00000805
 KR1187
 KR1187                          SUPERSEDED SURVEY CONTROL
 KR1187
 KR1187  NAVD 88 (05/16/00) 1192.30   (m)         3911.7    (f) LEVELING    3  
 KR1187  NGVD 29 (??/??/92) 1191.323  (m)         3908.53   (f) ADJ UNCH    1 2
 KR1187
 KR1187.Superseded values are not recommended for survey control.
 KR1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1187.See file dsdata.txt to determine how the superseded data were derived.
 KR1187
 KR1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE8083421216(NAD 83)
 KR1187_MARKER: DD = SURVEY DISK
 KR1187_SETTING: 66 = SET IN ROCK OUTCROP
 KR1187_SP_SET: RED ROCK
 KR1187_STAMPING: K 21 1931 3908.289 FEET
 KR1187_MARK LOGO: CGS   
 KR1187_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1187+STABILITY: POSITION/ELEVATION WELL
 KR1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1187+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1999
 KR1187
 KR1187  HISTORY     - Date     Condition        Report By
 KR1187  HISTORY     - 1931     MONUMENTED       CGS
 KR1187  HISTORY     - 1941     GOOD             NGS
 KR1187  HISTORY     - 19991019 GOOD             SUMMIT
 KR1187
 KR1187                          STATION DESCRIPTION
 KR1187
 KR1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 KR1187'3.5 MI S FROM SUTCLIFFE.
 KR1187'3.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 KR1187'STATION AT SUTCLIFFE, WASHOE COUNTY, 600 FT. NORTH OF THE CROSSING OF
 KR1187'THE NIXON-SUTCLIFFE ROAD, 160 FT. NORTHWEST OF MILEPOST 305, 72 FT
 KR1187'WEST OF THE TRACK AND IN THE SIDE OF A RED ROCK.  A STANDARD DISK,
 KR1187'STAMPED 3908.289 K 21 1931.
 KR1187
 KR1187                          STATION RECOVERY (1941)
 KR1187
 KR1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KR1187'RECOVERED IN GOOD CONDITION.
 KR1187
 KR1187                          STATION RECOVERY (1999)
 KR1187
 KR1187'RECOVERY NOTE BY SUMMIT ENGINEERING 1999 (LG)
 KR1187'RECOVERED BY SUMMIT ENGINEERING.  TO REACH THE POINT FROM RENO, DRIVE
 KR1187'NORTH ON PYRAMID HIGHWAY APPROXIMATELY 30 MILES (48.3 KM) TO THE
 KR1187'INTERSECTION WITH NEVADA STATE ROUTE 446.  PROCEED EAST ON STATE ROUTE
 KR1187'446 FOR 0.3 MILE (0.5 KM) TO A POINT WHERE OLD RAILROAD GRADE CROSSES
 KR1187'HIGHWAY.  PROCEED NORTHERLY ON RAILROAD GRADE APPROXIMATELY 0.15 MILE
 KR1187'(0.24 KM) AT A POINT WHERE THE WEST BANK OF THE GRADE BECOMES
 KR1187'PREDOMINATELY ROCK.  SEARCH FOR POINT APPROXIMATELY 30 FEET (9.1 M)
 KR1187'WEST OF TOP OF ROCK EMBANKMENT.  POINT IS DISK SET IN BEDROCK
 KR1187'PROJECTING 1.5 FEET (0.5 M) ABOVE THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0823 ***********************************************************************
 KR0823  DESIGNATION -  K 210
 KR0823  PID         -  KR0823
 KR0823  STATE/COUNTY-  NV/DOUGLAS
 KR0823  USGS QUAD   -  MOUNT COMO (1993)
 KR0823
 KR0823                         *CURRENT SURVEY CONTROL
 KR0823  ___________________________________________________________________
 KR0823* NAD 83(1986)-  39 02 22.     (N)    119 24 56.     (W)     SCALED    
 KR0823* NAVD 88     -      1658.63   (+/-2cm)    5441.7    (feet)  VERTCON   
 KR0823  ___________________________________________________________________
 KR0823  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR0823
 KR0823  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0823
 KR0823.The horizontal coordinates were scaled from a topographic map and have
 KR0823.an estimated accuracy of +/- 6 seconds.
 KR0823
 KR0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0823.The vertical order pertains to the NGVD 29 superseded value.
 KR0823
 KR0823.The geoid height was determined by GEOID03.
 KR0823
 KR0823;                    North         East    Units  Estimated Accuracy
 KR0823;SPC NV W     - 4,476,310.      727,950.      MT  (+/- 180 meters Scaled)
 KR0823
 KR0823                          SUPERSEDED SURVEY CONTROL
 KR0823
 KR0823  NGVD 29 (??/??/92) 1657.488  (m)         5437.94   (f) ADJ UNCH    2 0
 KR0823
 KR0823.Superseded values are not recommended for survey control.
 KR0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0823.See file dsdata.txt to determine how the superseded data were derived.
 KR0823
 KR0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD909239(NAD 83)
 KR0823_MARKER: DB = BENCH MARK DISK
 KR0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0823_STAMPING: K-210 1935
 KR0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0823+STABILITY: SURFACE MOTION
 KR0823
 KR0823  HISTORY     - Date     Condition        Report By
 KR0823  HISTORY     - 1935     MONUMENTED       CGS
 KR0823
 KR0823                          STATION DESCRIPTION
 KR0823
 KR0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0823'20.7 MI W FROM WABUSKA.
 KR0823'20.7 MILES WEST BY ROAD.  ALONG OLD COUNTY ROAD BETWEEN WABUSKA AND
 KR0823'CARSON CITY.  TO REACH FROM POST OFFICE GO ABOUT 4.5 MILES NORTHWEST
 KR0823'ALONG ROAD WHICH PARALLELS THE CARSON AND COLORADO RAILROAD TO A POINT
 KR0823'0.5 MILES NORTHWEST OF MILE POST 324.  THENCE, SOUTHWESTWARD 16.2
 KR0823'MILES ALONG CHURCHILL CANYON ROAD.  MARK IS ON THE FLOOR OF VALLEY AT
 KR0823'POINT WHERE CREEK TURNS SOUTHWEST INTO SMALL VALLEY LEADING TO OLD
 KR0823'RANCH HOUSE.  MARK IS 0.3 MILE NORTHWEST OF JEW RANCH HOUSE, 60 FEET
 KR0823'SOUTH OF THE CENTER LINE OF DRY WASH, AND 28 FEET EAST OF THE CENTER
 KR0823'LINE OF ROAD.  MARK IS IN THE TOP OF A 6 INCH VITRIFIED TILE PIPE
 KR0823'FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0390 ***********************************************************************
 JR0390  DESIGNATION -  K 211
 JR0390  PID         -  JR0390
 JR0390  STATE/COUNTY-  NV/LYON
 JR0390  USGS QUAD   -  PINE NUT VALLEY (1986)
 JR0390
 JR0390                         *CURRENT SURVEY CONTROL
 JR0390  ___________________________________________________________________
 JR0390* NAD 83(1986)-  38 53 12.     (N)    119 24 47.     (W)     SCALED    
 JR0390* NAVD 88     -      1440.07   (+/-2cm)    4724.6    (feet)  VERTCON   
 JR0390  ___________________________________________________________________
 JR0390  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 JR0390
 JR0390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0390
 JR0390.The horizontal coordinates were scaled from a topographic map and have
 JR0390.an estimated accuracy of +/- 6 seconds.
 JR0390
 JR0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0390.The vertical order pertains to the NGVD 29 superseded value.
 JR0390
 JR0390.The geoid height was determined by GEOID03.
 JR0390
 JR0390;                    North         East    Units  Estimated Accuracy
 JR0390;SPC NV W     - 4,459,350.      728,020.      MT  (+/- 180 meters Scaled)
 JR0390
 JR0390                          SUPERSEDED SURVEY CONTROL
 JR0390
 JR0390  NGVD 29 (??/??/92) 1438.930  (m)         4720.89   (f) ADJ UNCH    2 0
 JR0390
 JR0390.Superseded values are not recommended for survey control.
 JR0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0390.See file dsdata.txt to determine how the superseded data were derived.
 JR0390
 JR0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD907069(NAD 83)
 JR0390_MARKER: DB = BENCH MARK DISK
 JR0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0390_STAMPING: K 211 1935
 JR0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0390+STABILITY: SURFACE MOTION
 JR0390
 JR0390  HISTORY     - Date     Condition        Report By
 JR0390  HISTORY     - 1935     MONUMENTED       CGS
 JR0390
 JR0390                          STATION DESCRIPTION
 JR0390
 JR0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0390'11.3 MI N FROM WELLINGTON.
 JR0390'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 JR0390'AT WELLINGTON, LYON COUNTY, THENCE 10.3 MILES NORTH ALONG
 JR0390'A GRAVEL ROAD LEADING TO ARTESIA, AT THE FOOT OF PINE NUT
 JR0390'RANGE, 36 FEET EAST OF THE CENTERLINE OF THE ROAD, 15 FEET
 JR0390'SOUTH OF A FENCE CORNER, AND 2 FEET WEST OF THE RIGHT-OF-WAY
 JR0390'FENCE.  A STANDARD DISK, STAMPED K 211 1935 AND SET IN THE
 JR0390'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0145 ***********************************************************************
 JR0145  DESIGNATION -  K 212
 JR0145  PID         -  JR0145
 JR0145  STATE/COUNTY-  NV/LYON
 JR0145  USGS QUAD   -  MITCHELL SPRING (1989)
 JR0145
 JR0145                         *CURRENT SURVEY CONTROL
 JR0145  ___________________________________________________________________
 JR0145* NAD 83(1986)-  38 33 04.     (N)    118 57 09.     (W)     SCALED    
 JR0145* NAVD 88     -      1550.34   (+/-2cm)    5086.4    (feet)  VERTCON   
 JR0145  ___________________________________________________________________
 JR0145  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 JR0145
 JR0145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0145
 JR0145.The horizontal coordinates were scaled from a topographic map and have
 JR0145.an estimated accuracy of +/- 6 seconds.
 JR0145
 JR0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0145.The vertical order pertains to the NGVD 29 superseded value.
 JR0145
 JR0145.The geoid height was determined by GEOID03.
 JR0145
 JR0145;                    North         East    Units  Estimated Accuracy
 JR0145;SPC NV W     - 4,421,840.      767,820.      MT  (+/- 180 meters Scaled)
 JR0145
 JR0145                          SUPERSEDED SURVEY CONTROL
 JR0145
 JR0145  NGVD 29 (??/??/92) 1549.158  (m)         5082.53   (f) ADJ UNCH    2 0
 JR0145
 JR0145.Superseded values are not recommended for survey control.
 JR0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0145.See file dsdata.txt to determine how the superseded data were derived.
 JR0145
 JR0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC298687(NAD 83)
 JR0145_MARKER: DB = BENCH MARK DISK
 JR0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JR0145_SP_SET: BRIDGE
 JR0145_STAMPING: K 212 1935
 JR0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0145
 JR0145  HISTORY     - Date     Condition        Report By
 JR0145  HISTORY     - 1935     MONUMENTED       CGS
 JR0145  HISTORY     - 1940     GOOD             NGS
 JR0145  HISTORY     - 1958     MARK NOT FOUND   USGS
 JR0145  HISTORY     - 19850415 MARK NOT FOUND   USGS
 JR0145
 JR0145                          STATION DESCRIPTION
 JR0145
 JR0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0145'2 MI SE FROM WICHMAN.
 JR0145'ALONG EAST WALKER ROAD BETWEEN WICHMAN AND FLETCHER. IN THE TOP
 JR0145'OF SOUTHWEST CORNER OF BRIDGE OVER EAST WALKER RIVER, NEAR OLD
 JR0145'MORGAN RANCH.  ABOUT 400 FEET SOUTHWEST OF OLD MORGAN RANCH
 JR0145'HOUSE, 6 FEET SOUTH OF CENTERLINE OF ROAD.  STANDARD TABLET
 JR0145'HORIZONTALLY IN DRILL HOLE.  NOTE-- THE ROCKS WHICH FORM PART OF
 JR0145'THE BRIDGE ABUTMENT AT THE SW CORNER OF THE BRIDGE HAVE BEEN
 JR0145'DISTURBED, PROBABLY BY WATER.
 JR0145
 JR0145                          STATION RECOVERY (1958)
 JR0145
 JR0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JR0145'MARK NOT FOUND.
 JR0145
 JR0145                          STATION RECOVERY (1985)
 JR0145
 JR0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JCR)
 JR0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0131 ***********************************************************************
 JR0131  DESIGNATION -  K 213
 JR0131  PID         -  JR0131
 JR0131  STATE/COUNTY-  NV/MINERAL
 JR0131  USGS QUAD   -  COPPER CANYON (1988)
 JR0131
 JR0131                         *CURRENT SURVEY CONTROL
 JR0131  ___________________________________________________________________
 JR0131* NAD 83(1986)-  38 44 25.     (N)    118 50 28.     (W)     SCALED    
 JR0131* NAVD 88     -      2295.66   (+/-2cm)    7531.7    (feet)  VERTCON   
 JR0131  ___________________________________________________________________
 JR0131  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 JR0131
 JR0131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0131
 JR0131.The horizontal coordinates were scaled from a topographic map and have
 JR0131.an estimated accuracy of +/- 6 seconds.
 JR0131
 JR0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0131.The vertical order pertains to the NGVD 29 superseded value.
 JR0131
 JR0131.The geoid height was determined by GEOID03.
 JR0131
 JR0131;                    North         East    Units  Estimated Accuracy
 JR0131;SPC NV W     - 4,442,800.      777,590.      MT  (+/- 180 meters Scaled)
 JR0131
 JR0131                          SUPERSEDED SURVEY CONTROL
 JR0131
 JR0131  NGVD 29 (??/??/92) 2294.428  (m)         7527.64   (f) ADJ UNCH    2 0
 JR0131
 JR0131.Superseded values are not recommended for survey control.
 JR0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0131.See file dsdata.txt to determine how the superseded data were derived.
 JR0131
 JR0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC399895(NAD 83)
 JR0131_MARKER: DB = BENCH MARK DISK
 JR0131_SETTING: 80 = SET IN A BOULDER
 JR0131_SP_SET: BOULDER
 JR0131_STAMPING: K-213 1935
 JR0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0131+STABILITY: SURFACE MOTION
 JR0131
 JR0131  HISTORY     - Date     Condition        Report By
 JR0131  HISTORY     - 1935     MONUMENTED       CGS
 JR0131  HISTORY     - 19840508 GOOD             USGS
 JR0131
 JR0131                          STATION DESCRIPTION
 JR0131
 JR0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0131'21.9 MI SW FROM SCHURZ.
 JR0131'21.9 MILES SOUTHWEST BY ROAD AND TRAIL.  ALONG OLD PACK
 JR0131'TRAIL BETWEEN WALKER LAKE AND WALKER RIVER.  TO REACH FROM SCHURZ
 JR0131'POST OFFICE GO 16.0 MILES SOUTH ALONG NEVADA STATE HIGHWAYS NO.
 JR0131'1A AND 3 TO COPPER CANYON, THENCE, TURN RIGHT AND GO 5.9
 JR0131'MILES WEST ALONG OLD PACK TRAIL THROUGH CANYON TO THE SUMMIT OF
 JR0131'MOUNTAIN.  MARK IS ON THE NORTHEAST SIDE OF HILL AMONG A GROUP
 JR0131'OF CEDAR TREES, ABOUT 300 FEET EAST OF THE SUMMIT OF MOUNTAIN,
 JR0131'5.8 FEET NORTH OF THE CENTER LINE OF PACK TRAIL, AND IN THE TOP
 JR0131'OF A 1000 POUND BOULDER WHICH PROJECTS 1.5 FEET ABOVE THE GROUND.
 JR0131
 JR0131                          STATION RECOVERY (1984)
 JR0131
 JR0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RBR)
 JR0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0277 ***********************************************************************
 KR0277  DESIGNATION -  K 214
 KR0277  PID         -  KR0277
 KR0277  STATE/COUNTY-  NV/MINERAL
 KR0277  USGS QUAD   -  WEBER DAM (1987)
 KR0277
 KR0277                         *CURRENT SURVEY CONTROL
 KR0277  ___________________________________________________________________
 KR0277* NAD 83(1986)-  39 00 29.     (N)    118 48 09.     (W)     SCALED    
 KR0277* NAVD 88     -      1301.15   (+/-2cm)    4268.9    (feet)  VERTCON   
 KR0277  ___________________________________________________________________
 KR0277  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 KR0277
 KR0277  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0277
 KR0277.The horizontal coordinates were scaled from a topographic map and have
 KR0277.an estimated accuracy of +/- 6 seconds.
 KR0277
 KR0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0277.The vertical order pertains to the NGVD 29 superseded value.
 KR0277
 KR0277.The geoid height was determined by GEOID03.
 KR0277
 KR0277;                    North         East    Units  Estimated Accuracy
 KR0277;SPC NV W     - 4,472,520.      781,020.      MT  (+/- 180 meters Scaled)
 KR0277
 KR0277                          SUPERSEDED SURVEY CONTROL
 KR0277
 KR0277  NGVD 29 (??/??/92) 1300.108  (m)         4265.44   (f) ADJ UNCH    1 2
 KR0277
 KR0277.Superseded values are not recommended for survey control.
 KR0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0277.See file dsdata.txt to determine how the superseded data were derived.
 KR0277
 KR0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD439192(NAD 83)
 KR0277_MARKER: DB = BENCH MARK DISK
 KR0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0277_STAMPING: K 214 1935
 KR0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0277+STABILITY: SURFACE MOTION
 KR0277
 KR0277  HISTORY     - Date     Condition        Report By
 KR0277  HISTORY     - 1935     MONUMENTED       CGS
 KR0277  HISTORY     - 1955     GOOD             NGS
 KR0277  HISTORY     - 1965     MARK NOT FOUND   NGS
 KR0277
 KR0277                          STATION DESCRIPTION
 KR0277
 KR0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0277'4.1 MI N FROM SCHURZ.
 KR0277'4.1 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE CROSSING OF THE
 KR0277'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, AT A SANDY
 KR0277'PARTIALLY-BARREN SPOT, 50.7 FEET EAST OF THE CENTER LINE OF THE
 KR0277'HIGHWAY, 1.7 FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN
 KR0277'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 KR0277'ABOVE THE GROUND.  NOTE-- MARK IS LEANING SLIGHTLY.
 KR0277
 KR0277                          STATION RECOVERY (1965)
 KR0277
 KR0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KR0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0375 ***********************************************************************
 JR0375  DESIGNATION -  K 217
 JR0375  PID         -  JR0375
 JR0375  STATE/COUNTY-  NV/LYON
 JR0375  USGS QUAD   -  YERINGTON SE (1986)
 JR0375
 JR0375                         *CURRENT SURVEY CONTROL
 JR0375  ___________________________________________________________________
 JR0375* NAD 83(1986)-  38 48 15.     (N)    119 02 03.     (W)     SCALED    
 JR0375* NAVD 88     -      1404.52   (+/-2cm)    4608.0    (feet)  VERTCON   
 JR0375  ___________________________________________________________________
 JR0375  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 JR0375
 JR0375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0375
 JR0375.The horizontal coordinates were scaled from a topographic map and have
 JR0375.an estimated accuracy of +/- 6 seconds.
 JR0375
 JR0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0375.The vertical order pertains to the NGVD 29 superseded value.
 JR0375
 JR0375.The geoid height was determined by GEOID03.
 JR0375
 JR0375;                    North         East    Units  Estimated Accuracy
 JR0375;SPC NV W     - 4,449,960.      760,840.      MT  (+/- 180 meters Scaled)
 JR0375
 JR0375                          SUPERSEDED SURVEY CONTROL
 JR0375
 JR0375  NGVD 29 (??/??/92) 1403.421  (m)         4604.39   (f) ADJ UNCH    2 0
 JR0375
 JR0375.Superseded values are not recommended for survey control.
 JR0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0375.See file dsdata.txt to determine how the superseded data were derived.
 JR0375
 JR0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC233970(NAD 83)
 JR0375_MARKER: DB = BENCH MARK DISK
 JR0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0375_STAMPING: K 217 1935
 JR0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0375+STABILITY: SURFACE MOTION
 JR0375
 JR0375  HISTORY     - Date     Condition        Report By
 JR0375  HISTORY     - 1935     MONUMENTED       CGS
 JR0375  HISTORY     - 1940     GOOD             NGS
 JR0375  HISTORY     - 1984     MARK NOT FOUND   USGS
 JR0375
 JR0375                          STATION DESCRIPTION
 JR0375
 JR0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0375'19.2 MI SE FROM YERINGTON.
 JR0375'11.0 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 JR0375'YERINGTON, LYON COUNTY, THENCE 3.8 MILES EAST ALONG A GRADED
 JR0375'ROAD LEADING TO A ROAD JUNCTION 0.1 MILE EAST OF A BRIDGE OVER
 JR0375'EAST WALKER RIVER, AND THENCE 4.4 MILES SOUTHEAST ALONG THE EAST
 JR0375'WALKER ROAD, ON THE WEST SLOPE OF A GROUP OF ROCKY HILLS, NEAR
 JR0375'A GROUP OF LARGE COTTONWOOD TREES, 24 FEET WEST OF THE CENTERLINE
 JR0375'OF THE ROAD, 23 FEET EAST OF AN IRRIGATION DITCH, AND 7 FEET
 JR0375'WEST OF A FENCE.  A STANDARD DISK, STAMPED K 217 1935 AND
 JR0375'SET IN THE TOP OF A CONCRETE POST.
 JR0375
 JR0375                          STATION RECOVERY (1984)
 JR0375
 JR0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JR0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1201 ***********************************************************************
 KR1201  DESIGNATION -  K 22
 KR1201  PID         -  KR1201
 KR1201  STATE/COUNTY-  NV/WASHOE
 KR1201  USGS QUAD   -  RENO (1982)
 KR1201
 KR1201                         *CURRENT SURVEY CONTROL
 KR1201  ___________________________________________________________________
 KR1201* NAD 83(1986)-  39 35 32.     (N)    119 49 37.     (W)     SCALED    
 KR1201* NAVD 88     -      1560.314  (meters)    5119.13   (feet)  ADJUSTED  
 KR1201  ___________________________________________________________________
 KR1201  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KR1201  DYNAMIC HT  -        1558.872 (meters)    5114.40  (feet)  COMP
 KR1201  MODELED GRAV-     979,647.9   (mgal)                       NAVD 88
 KR1201
 KR1201  VERT ORDER  -  SECOND    CLASS 0
 KR1201
 KR1201.The horizontal coordinates were scaled from a topographic map and have
 KR1201.an estimated accuracy of +/- 6 seconds.
 KR1201
 KR1201.The orthometric height was determined by differential leveling
 KR1201.and adjusted by the National Geodetic Survey in June 1991..
 KR1201
 KR1201.The geoid height was determined by GEOID03.
 KR1201
 KR1201.The dynamic height is computed by dividing the NAVD 88
 KR1201.geopotential number by the normal gravity value computed on the
 KR1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1201.degrees latitude (g = 980.6199 gals.).
 KR1201
 KR1201.The modeled gravity was interpolated from observed gravity values.
 KR1201
 KR1201;                    North         East    Units  Estimated Accuracy
 KR1201;SPC NV W     - 4,538,080.      693,180.      MT  (+/- 180 meters Scaled)
 KR1201
 KR1201                          SUPERSEDED SURVEY CONTROL
 KR1201
 KR1201  NGVD 29 (??/??/92) 1559.155  (m)         5115.33   (f) ADJ UNCH    2 0
 KR1201
 KR1201.Superseded values are not recommended for survey control.
 KR1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1201.See file dsdata.txt to determine how the superseded data were derived.
 KR1201
 KR1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD572863(NAD 83)
 KR1201_MARKER: DB = BENCH MARK DISK
 KR1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1201+STABILITY: SURFACE MOTION
 KR1201
 KR1201  HISTORY     - Date     Condition        Report By
 KR1201  HISTORY     - UNK      MONUMENTED       CGS
 KR1201  HISTORY     - 1932     GOOD             NGS
 KR1201  HISTORY     - 1968     GOOD             NGS
 KR1201
 KR1201                          STATION DESCRIPTION
 KR1201
 KR1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KR1201'8.7 MI NW FROM RENO.
 KR1201'37 FT. SOUTH OF WESTERN PACIFIC R.R. TRACK.  AT WEST END OF ROCKY CUT.
 KR1201'108 FT. EAST OF MILE POST 24.  4 FT. BELOW LEVEL OF TRACK.
 KR1201
 KR1201                          STATION RECOVERY (1968)
 KR1201
 KR1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KR1201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0298 ***********************************************************************
 JR0298  DESIGNATION -  K 23
 JR0298  PID         -  JR0298
 JR0298  STATE/COUNTY-  NV/MINERAL
 JR0298  USGS QUAD   -  MINA (1967)
 JR0298
 JR0298                         *CURRENT SURVEY CONTROL
 JR0298  ___________________________________________________________________
 JR0298* NAD 83(1986)-  38 26 15.     (N)    118 01 39.     (W)     SCALED    
 JR0298* NAVD 88     -      1627.013  (meters)    5337.96   (feet)  ADJUSTED  
 JR0298  ___________________________________________________________________
 JR0298  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 JR0298  DYNAMIC HT  -        1625.288 (meters)    5332.30  (feet)  COMP
 JR0298  MODELED GRAV-     979,511.5   (mgal)                       NAVD 88
 JR0298
 JR0298  VERT ORDER  -  FIRST     CLASS II
 JR0298
 JR0298.The horizontal coordinates were scaled from a topographic map and have
 JR0298.an estimated accuracy of +/- 6 seconds.
 JR0298
 JR0298.The orthometric height was determined by differential leveling
 JR0298.and adjusted by the National Geodetic Survey in June 1991..
 JR0298
 JR0298.The geoid height was determined by GEOID03.
 JR0298
 JR0298.The dynamic height is computed by dividing the NAVD 88
 JR0298.geopotential number by the normal gravity value computed on the
 JR0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0298.degrees latitude (g = 980.6199 gals.).
 JR0298
 JR0298.The modeled gravity was interpolated from observed gravity values.
 JR0298
 JR0298;                    North         East    Units  Estimated Accuracy
 JR0298;SPC NV W     - 4,409,310.      848,520.      MT  (+/- 180 meters Scaled)
 JR0298
 JR0298                          SUPERSEDED SURVEY CONTROL
 JR0298
 JR0298  NGVD 29 (??/??/92) 1625.825  (m)         5334.06   (f) ADJ UNCH    1 2
 JR0298
 JR0298.Superseded values are not recommended for survey control.
 JR0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0298.See file dsdata.txt to determine how the superseded data were derived.
 JR0298
 JR0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC103548(NAD 83)
 JR0298_MARKER: DB = BENCH MARK DISK
 JR0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0298_STAMPING: 5334.025 K 23 1933
 JR0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0298+STABILITY: SURFACE MOTION
 JR0298
 JR0298  HISTORY     - Date     Condition        Report By
 JR0298  HISTORY     - 1933     MONUMENTED       CGS
 JR0298  HISTORY     - 1967     POOR             NGS
 JR0298  HISTORY     - 1984     MARK NOT FOUND   NGS
 JR0298
 JR0298                          STATION DESCRIPTION
 JR0298
 JR0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JR0298'6.4 MI NE FROM MINA.
 JR0298'6.4 MILES NORTHEAST ALONG THE ROAD TO BATTLES WELL FROM THE
 JR0298'SOUTHERN PACIFIC CO. RAILROAD STATION AT MINA, MINERAL COUNTY,
 JR0298'47 FEET WEST OF THE CENTERLINE OF A BRIDGE, AND 31 FEET SOUTH
 JR0298'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED 5334.025
 JR0298'K 23 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 JR0298'FOOT ABOVE GROUND.
 JR0298
 JR0298                          STATION RECOVERY (1967)
 JR0298
 JR0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JR0298'MARK RECOVERED IN POOR CONDITION.
 JR0298
 JR0298                          STATION RECOVERY (1984)
 JR0298
 JR0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0339 ***********************************************************************
 JQ0339  DESIGNATION -  K 24
 JQ0339  PID         -  JQ0339
 JQ0339  STATE/COUNTY-  NV/NYE
 JQ0339  USGS QUAD   -  SIMON (1979)
 JQ0339
 JQ0339                         *CURRENT SURVEY CONTROL
 JQ0339  ___________________________________________________________________
 JQ0339* NAD 83(1986)-  38 35 42.     (N)    117 48 40.     (W)     SCALED    
 JQ0339* NAVD 88     -      1947.673  (meters)    6389.99   (feet)  ADJUSTED  
 JQ0339  ___________________________________________________________________
 JQ0339  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 JQ0339  DYNAMIC HT  -        1945.545 (meters)    6383.01  (feet)  COMP
 JQ0339  MODELED GRAV-     979,466.3   (mgal)                       NAVD 88
 JQ0339
 JQ0339  VERT ORDER  -  FIRST     CLASS II
 JQ0339
 JQ0339.The horizontal coordinates were scaled from a topographic map and have
 JQ0339.an estimated accuracy of +/- 6 seconds.
 JQ0339
 JQ0339.The orthometric height was determined by differential leveling
 JQ0339.and adjusted by the National Geodetic Survey in June 1991..
 JQ0339
 JQ0339.The geoid height was determined by GEOID03.
 JQ0339
 JQ0339.The dynamic height is computed by dividing the NAVD 88
 JQ0339.geopotential number by the normal gravity value computed on the
 JQ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0339.degrees latitude (g = 980.6199 gals.).
 JQ0339
 JQ0339.The modeled gravity was interpolated from observed gravity values.
 JQ0339
 JQ0339;                    North         East    Units  Estimated Accuracy
 JQ0339;SPC NV C     - 6,427,260.      400,310.      MT  (+/- 180 meters Scaled)
 JQ0339
 JQ0339                          SUPERSEDED SURVEY CONTROL
 JQ0339
 JQ0339  NGVD 29 (??/??/92) 1946.395  (m)         6385.80   (f) ADJ UNCH    1 2
 JQ0339
 JQ0339.Superseded values are not recommended for survey control.
 JQ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0339.See file dsdata.txt to determine how the superseded data were derived.
 JQ0339
 JQ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC293721(NAD 83)
 JQ0339_MARKER: DB = BENCH MARK DISK
 JQ0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0339_STAMPING: 6385.784 K 24 1933
 JQ0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0339+STABILITY: SURFACE MOTION
 JQ0339
 JQ0339  HISTORY     - Date     Condition        Report By
 JQ0339  HISTORY     - 1933     MONUMENTED       CGS
 JQ0339  HISTORY     - 1934     GOOD             NGS
 JQ0339
 JQ0339                          STATION DESCRIPTION
 JQ0339
 JQ0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0339'23.1 MI NE FROM MINA.
 JQ0339'IN NYE COUNTY, 23.1 MILES NORTHEAST ALONG THE ROAD TO CLOVERDALE RANCH
 JQ0339'FROM MINA, MINERAL COUNTY, THENCE 5.9 MILES NORTH ALONG THE ROAD TO
 JQ0339'WARRIOR MINE.  2.2 MILES SOUTH OF THE MINE, AND 29 FEET WEST OF THE
 JQ0339'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED 6385.784 K 24 1933
 JQ0339'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0326 ***********************************************************************
 JQ0326  DESIGNATION -  K 25
 JQ0326  PID         -  JQ0326
 JQ0326  STATE/COUNTY-  NV/MINERAL
 JQ0326  USGS QUAD   -  DICALITE SUMMIT (1980)
 JQ0326
 JQ0326                         *CURRENT SURVEY CONTROL
 JQ0326  ___________________________________________________________________
 JQ0326* NAD 83(1986)-  38 29 08.     (N)    117 51 19.     (W)     SCALED    
 JQ0326* NAVD 88     -      1916.347  (meters)    6287.22   (feet)  ADJUSTED  
 JQ0326  ___________________________________________________________________
 JQ0326  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 JQ0326  DYNAMIC HT  -        1914.234 (meters)    6280.28  (feet)  COMP
 JQ0326  MODELED GRAV-     979,457.5   (mgal)                       NAVD 88
 JQ0326
 JQ0326  VERT ORDER  -  FIRST     CLASS II
 JQ0326
 JQ0326.The horizontal coordinates were scaled from a topographic map and have
 JQ0326.an estimated accuracy of +/- 6 seconds.
 JQ0326
 JQ0326.The orthometric height was determined by differential leveling
 JQ0326.and adjusted by the National Geodetic Survey in June 1991..
 JQ0326
 JQ0326.The geoid height was determined by GEOID03.
 JQ0326
 JQ0326.The dynamic height is computed by dividing the NAVD 88
 JQ0326.geopotential number by the normal gravity value computed on the
 JQ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0326.degrees latitude (g = 980.6199 gals.).
 JQ0326
 JQ0326.The modeled gravity was interpolated from observed gravity values.
 JQ0326
 JQ0326;                    North         East    Units  Estimated Accuracy
 JQ0326;SPC NV W     - 4,414,750.      863,520.      MT  (+/- 180 meters Scaled)
 JQ0326
 JQ0326                          SUPERSEDED SURVEY CONTROL
 JQ0326
 JQ0326  NGVD 29 (??/??/92) 1915.079  (m)         6283.06   (f) ADJ UNCH    1 2
 JQ0326
 JQ0326.Superseded values are not recommended for survey control.
 JQ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0326.See file dsdata.txt to determine how the superseded data were derived.
 JQ0326
 JQ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC254600(NAD 83)
 JQ0326_MARKER: DB = BENCH MARK DISK
 JQ0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0326_STAMPING: 6283.029 K 25 1933
 JQ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0326+STABILITY: SURFACE MOTION
 JQ0326
 JQ0326  HISTORY     - Date     Condition        Report By
 JQ0326  HISTORY     - 1933     MONUMENTED       CGS
 JQ0326  HISTORY     - 1934     GOOD             NGS
 JQ0326
 JQ0326                          STATION DESCRIPTION
 JQ0326
 JQ0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0326'17.3 MI NE FROM MINA.
 JQ0326'17.3 MILES NORTHEAST ALONG THE ROAD TO CLOVERDALE RANCH FROM MINA,
 JQ0326'MINERAL COUNTY, AT THE TOP OF THE WEST SIDE OF A RIDGE, AND 25 FEET
 JQ0326'SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 JQ0326'6283.029 K 25 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 JQ0326'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0382 ***********************************************************************
 JQ0382  DESIGNATION -  K 26
 JQ0382  PID         -  JQ0382
 JQ0382  STATE/COUNTY-  NV/NYE
 JQ0382  USGS QUAD   -  IONE (1988)
 JQ0382
 JQ0382                         *CURRENT SURVEY CONTROL
 JQ0382  ___________________________________________________________________
 JQ0382* NAD 83(1986)-  38 58 22.     (N)    117 30 31.     (W)     SCALED    
 JQ0382* NAVD 88     -      2128.247  (meters)    6982.42   (feet)  ADJUSTED  
 JQ0382  ___________________________________________________________________
 JQ0382  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 JQ0382  DYNAMIC HT  -        2125.884 (meters)    6974.67  (feet)  COMP
 JQ0382  MODELED GRAV-     979,440.5   (mgal)                       NAVD 88
 JQ0382
 JQ0382  VERT ORDER  -  FIRST     CLASS II
 JQ0382
 JQ0382.The horizontal coordinates were scaled from a topographic map and have
 JQ0382.an estimated accuracy of +/- 6 seconds.
 JQ0382
 JQ0382.The orthometric height was determined by differential leveling
 JQ0382.and adjusted by the National Geodetic Survey in June 1991..
 JQ0382
 JQ0382.The geoid height was determined by GEOID03.
 JQ0382
 JQ0382.The dynamic height is computed by dividing the NAVD 88
 JQ0382.geopotential number by the normal gravity value computed on the
 JQ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0382.degrees latitude (g = 980.6199 gals.).
 JQ0382
 JQ0382.The modeled gravity was interpolated from observed gravity values.
 JQ0382
 JQ0382;                    North         East    Units  Estimated Accuracy
 JQ0382;SPC NV C     - 6,468,910.      427,040.      MT  (+/- 180 meters Scaled)
 JQ0382
 JQ0382                          SUPERSEDED SURVEY CONTROL
 JQ0382
 JQ0382  NGVD 29 (??/??/92) 2126.842  (m)         6977.81   (f) ADJ UNCH    1 2
 JQ0382
 JQ0382.Superseded values are not recommended for survey control.
 JQ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0382.See file dsdata.txt to determine how the superseded data were derived.
 JQ0382
 JQ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD559138(NAD 83)
 JQ0382_MARKER: DB = BENCH MARK DISK
 JQ0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0382_STAMPING: 6977.739 K 26 1933
 JQ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0382+STABILITY: SURFACE MOTION
 JQ0382
 JQ0382  HISTORY     - Date     Condition        Report By
 JQ0382  HISTORY     - 1933     MONUMENTED       CGS
 JQ0382  HISTORY     - 1934     GOOD             NGS
 JQ0382  HISTORY     - 1984     MARK NOT FOUND   USGS
 JQ0382
 JQ0382                          STATION DESCRIPTION
 JQ0382
 JQ0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0382'5.2 MI NE FROM IONE.
 JQ0382'5.2 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM IONE, NYE COUNTY, AND
 JQ0382'21 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 JQ0382'STAMPED 6977.739 K 26 1933 AND SET IN THE TOP OF A CONCRETE POST
 JQ0382'PROJECTING 1.2 FEET ABOVE GROUND.
 JQ0382
 JQ0382                          STATION RECOVERY (1984)
 JQ0382
 JQ0382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JQ0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0203 ***********************************************************************
 KQ0203  DESIGNATION -  K 27
 KQ0203  PID         -  KQ0203
 KQ0203  STATE/COUNTY-  NV/LANDER
 KQ0203  USGS QUAD   -  AUSTIN (1988)
 KQ0203
 KQ0203                         *CURRENT SURVEY CONTROL
 KQ0203  ___________________________________________________________________
 KQ0203* NAD 83(1986)-  39 29 48.     (N)    117 07 27.     (W)     SCALED    
 KQ0203* NAVD 88     -      1792.826  (meters)    5881.96   (feet)  ADJUSTED  
 KQ0203  ___________________________________________________________________
 KQ0203  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 KQ0203  DYNAMIC HT  -        1791.007 (meters)    5876.00  (feet)  COMP
 KQ0203  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 KQ0203
 KQ0203  VERT ORDER  -  FIRST     CLASS II
 KQ0203
 KQ0203.The horizontal coordinates were scaled from a topographic map and have
 KQ0203.an estimated accuracy of +/- 6 seconds.
 KQ0203
 KQ0203.The orthometric height was determined by differential leveling
 KQ0203.and adjusted by the National Geodetic Survey in June 1991..
 KQ0203.WARNING-Repeat measurements at this control monument indicate possible
 KQ0203.vertical movement.
 KQ0203
 KQ0203.The geoid height was determined by GEOID03.
 KQ0203
 KQ0203.The dynamic height is computed by dividing the NAVD 88
 KQ0203.geopotential number by the normal gravity value computed on the
 KQ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0203.degrees latitude (g = 980.6199 gals.).
 KQ0203
 KQ0203.The modeled gravity was interpolated from observed gravity values.
 KQ0203
 KQ0203;                    North         East    Units  Estimated Accuracy
 KQ0203;SPC NV C     - 6,526,830.      460,650.      MT  (+/- 180 meters Scaled)
 KQ0203
 KQ0203                          SUPERSEDED SURVEY CONTROL
 KQ0203
 KQ0203  NGVD 29 (??/??/92) 1791.553  (m)         5877.79   (f) ADJ UNCH    1 2
 KQ0203
 KQ0203.Superseded values are not recommended for survey control.
 KQ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0203.See file dsdata.txt to determine how the superseded data were derived.
 KQ0203
 KQ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD893719(NAD 83)
 KQ0203_MARKER: DB = BENCH MARK DISK
 KQ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0203_STAMPING: K 27 1933 5877.603
 KQ0203_MARK LOGO: CGS   
 KQ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0203+STABILITY: SURFACE MOTION
 KQ0203
 KQ0203  HISTORY     - Date     Condition        Report By
 KQ0203  HISTORY     - 1933     MONUMENTED       CGS
 KQ0203  HISTORY     - 1955     GOOD             NGS
 KQ0203  HISTORY     - 1985     GOOD             NGS
 KQ0203
 KQ0203                          STATION DESCRIPTION
 KQ0203
 KQ0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0203'3.2 MI W FROM AUSTIN.
 KQ0203'3.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0203'AUSTIN, AT THE CROSSING OF THE ABANDONED NEVADA CENTRAL RAILROAD BED,
 KQ0203'66.4 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 17 1/2 FEET
 KQ0203'SOUTHWEST OF THE CENTER LINE OF THE RAILROAD BED, 6 1/2 FEET NORTHEAST
 KQ0203'OF THE CENTER LINE OF A DIM TRACK ROAD LEADING WEST, 1.4 FEET
 KQ0203'SOUTHEAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND
 KQ0203'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 KQ0203'GROUND.
 KQ0203
 KQ0203                          STATION RECOVERY (1985)
 KQ0203
 KQ0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0203'RECOVERED IN GOOD CONDITION.  NEW ROUTE TO BM FOLLOWS.  5.1 KM
 KQ0203'(3.2 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0203'AUSTIN, THENCE 0.44 KM (0.27 MI) SOUTHWEST ALONG STATE HIGHWAY 722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0417 ***********************************************************************
 LR0417  DESIGNATION -  K 28
 LR0417  PID         -  LR0417
 LR0417  STATE/COUNTY-  NV/LANDER
 LR0417  USGS QUAD   -  REDROCK SPRING (1990)
 LR0417
 LR0417                         *CURRENT SURVEY CONTROL
 LR0417  ___________________________________________________________________
 LR0417* NAD 83(1986)-  40 19 00.     (N)    117 05 13.     (W)     SCALED    
 LR0417* NAVD 88     -      1441.896  (meters)    4730.62   (feet)  ADJUSTED  
 LR0417  ___________________________________________________________________
 LR0417  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 LR0417  DYNAMIC HT  -        1440.670 (meters)    4726.60  (feet)  COMP
 LR0417  MODELED GRAV-     979,725.4   (mgal)                       NAVD 88
 LR0417
 LR0417  VERT ORDER  -  FIRST     CLASS II
 LR0417
 LR0417.The horizontal coordinates were scaled from a topographic map and have
 LR0417.an estimated accuracy of +/- 6 seconds.
 LR0417
 LR0417.The orthometric height was determined by differential leveling
 LR0417.and adjusted by the National Geodetic Survey in June 1991..
 LR0417
 LR0417.The geoid height was determined by GEOID03.
 LR0417
 LR0417.The dynamic height is computed by dividing the NAVD 88
 LR0417.geopotential number by the normal gravity value computed on the
 LR0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0417.degrees latitude (g = 980.6199 gals.).
 LR0417
 LR0417.The modeled gravity was interpolated from observed gravity values.
 LR0417
 LR0417;                    North         East    Units  Estimated Accuracy
 LR0417;SPC NV C     - 6,617,860.      464,280.      MT  (+/- 180 meters Scaled)
 LR0417
 LR0417                          SUPERSEDED SURVEY CONTROL
 LR0417
 LR0417  NGVD 29 (??/??/92) 1440.808  (m)         4727.05   (f) ADJ UNCH    1 2
 LR0417
 LR0417.Superseded values are not recommended for survey control.
 LR0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0417.See file dsdata.txt to determine how the superseded data were derived.
 LR0417
 LR0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME926629(NAD 83)
 LR0417_MARKER: DB = BENCH MARK DISK
 LR0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0417_STAMPING: 4726.785 K 28 1933
 LR0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0417+STABILITY: SURFACE MOTION
 LR0417
 LR0417  HISTORY     - Date     Condition        Report By
 LR0417  HISTORY     - 1933     MONUMENTED       CGS
 LR0417  HISTORY     - 1934     GOOD             NGS
 LR0417
 LR0417                          STATION DESCRIPTION
 LR0417
 LR0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LR0417'24.0 MI S FROM BATTLE MOUNTAIN.
 LR0417'24.0 MILES SOUTH ALONG THE NEVADA CENTRAL RAILROAD FROM BATTLE
 LR0417'MOUNTAIN, LANDER COUNTY, AT MILEPOST 24, AND 39 FEET EAST OF THE
 LR0417'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 4726.785 K 28 1933
 LR0417'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0008 ***********************************************************************
 LQ0008  DESIGNATION -  K 29
 LQ0008  PID         -  LQ0008
 LQ0008  STATE/COUNTY-  NV/ELKO
 LQ0008  USGS QUAD   -  SHAFTER (1971)
 LQ0008
 LQ0008                         *CURRENT SURVEY CONTROL
 LQ0008  ___________________________________________________________________
 LQ0008* NAD 83(1986)-  40 50 03.     (N)    114 26 56.     (W)     SCALED    
 LQ0008* NAVD 88     -      1704.150  (meters)    5591.03   (feet)  ADJUSTED  
 LQ0008  ___________________________________________________________________
 LQ0008  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 LQ0008  DYNAMIC HT  -        1702.695 (meters)    5586.26  (feet)  COMP
 LQ0008  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 LQ0008
 LQ0008  VERT ORDER  -  FIRST     CLASS II
 LQ0008
 LQ0008.The horizontal coordinates were scaled from a topographic map and have
 LQ0008.an estimated accuracy of +/- 6 seconds.
 LQ0008
 LQ0008.The orthometric height was determined by differential leveling
 LQ0008.and adjusted by the National Geodetic Survey in June 1991..
 LQ0008
 LQ0008.The geoid height was determined by GEOID03.
 LQ0008
 LQ0008.The dynamic height is computed by dividing the NAVD 88
 LQ0008.geopotential number by the normal gravity value computed on the
 LQ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0008.degrees latitude (g = 980.6199 gals.).
 LQ0008
 LQ0008.The modeled gravity was interpolated from observed gravity values.
 LQ0008
 LQ0008;                    North         East    Units  Estimated Accuracy
 LQ0008;SPC NV E     - 8,675,850.      295,680.      MT  (+/- 180 meters Scaled)
 LQ0008
 LQ0008                          SUPERSEDED SURVEY CONTROL
 LQ0008
 LQ0008  NGVD 29 (??/??/92) 1703.050  (m)         5587.42   (f) ADJ UNCH    1 2
 LQ0008
 LQ0008.Superseded values are not recommended for survey control.
 LQ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0008.See file dsdata.txt to determine how the superseded data were derived.
 LQ0008
 LQ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF151234(NAD 83)
 LQ0008_MARKER: DB = BENCH MARK DISK
 LQ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0008_STAMPING: 5587.423 K 29 1933
 LQ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0008+STABILITY: SURFACE MOTION
 LQ0008
 LQ0008  HISTORY     - Date     Condition        Report By
 LQ0008  HISTORY     - 1933     MONUMENTED       CGS
 LQ0008
 LQ0008                          STATION DESCRIPTION
 LQ0008
 LQ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0008'1.5 MI S FROM SHAFTER.
 LQ0008'ABOUT 1.5 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM SHAFTER,
 LQ0008'ELKO COUNTY, 7 FEET SOUTH OF MILEPOST 20, AND 45 FEET WEST OF THE
 LQ0008'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 5587.423 K 29 1933
 LQ0008'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 11 INCHES ABOVE
 LQ0008'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0315 ***********************************************************************
 KR0315  DESIGNATION -  K 293
 KR0315  PID         -  KR0315
 KR0315  STATE/COUNTY-  NV/CHURCHILL
 KR0315  USGS QUAD   -  SOUTH OF FALLON (1985)
 KR0315
 KR0315                         *CURRENT SURVEY CONTROL
 KR0315  ___________________________________________________________________
 KR0315* NAD 83(1986)-  39 17 05.     (N)    118 46 54.     (W)     SCALED    
 KR0315* NAVD 88     -      1193.36   (+/-2cm)    3915.2    (feet)  VERTCON   
 KR0315  ___________________________________________________________________
 KR0315  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 KR0315
 KR0315  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0315
 KR0315.The horizontal coordinates were scaled from a topographic map and have
 KR0315.an estimated accuracy of +/- 6 seconds.
 KR0315
 KR0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0315.The vertical order pertains to the NGVD 29 superseded value.
 KR0315
 KR0315.The geoid height was determined by GEOID03.
 KR0315
 KR0315;                    North         East    Units  Estimated Accuracy
 KR0315;SPC NV W     - 4,503,220.      782,890.      MT  (+/- 180 meters Scaled)
 KR0315
 KR0315                          SUPERSEDED SURVEY CONTROL
 KR0315
 KR0315  NGVD 29 (??/??/92) 1192.373  (m)         3911.98   (f) ADJ UNCH    1 2
 KR0315
 KR0315.Superseded values are not recommended for survey control.
 KR0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0315.See file dsdata.txt to determine how the superseded data were derived.
 KR0315
 KR0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD463498(NAD 83)
 KR0315_MARKER: DB = BENCH MARK DISK
 KR0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0315_STAMPING: K 293 1940
 KR0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0315+STABILITY: SURFACE MOTION
 KR0315
 KR0315  HISTORY     - Date     Condition        Report By
 KR0315  HISTORY     - 1940     MONUMENTED       CGS
 KR0315  HISTORY     - 1955     GOOD             NGS
 KR0315
 KR0315                          STATION DESCRIPTION
 KR0315
 KR0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0315'13.1 MI S FROM FALLON.
 KR0315'13.1 MILES SOUTH ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 KR0315'FALLON, ON THE INSIDE OF A CURVE, AT THE T JUNCTION OF A FENCE, AT A
 KR0315'WIRE GATE, 46.4 FEET SOUTHEAST OF THE SOUTH END OF THE EAST WOODEN
 KR0315'HEAD WALL OF A 3- BY 3-FOOT WOODEN BOX CULVERT, 56.5 FEET EAST OF THE
 KR0315'CENTER LINE OF THE HIGHWAY, 15 1/2 FEET NORTHWEST OF THE NORTH END OF
 KR0315'THE WIRE GATE, 4 FEET WEST OF THE FENCE CORNER POST, 1.4 FEET WEST OF
 KR0315'A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN
 KR0315'THE TOP OF    A CONCRETE POST PROJECTING 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0779 ***********************************************************************
 JR0779  DESIGNATION -  K 294
 JR0779  PID         -  JR0779
 JR0779  STATE/COUNTY-  NV/MINERAL
 JR0779  USGS QUAD   -  MURPHYS WELL (1980)
 JR0779
 JR0779                         *CURRENT SURVEY CONTROL
 JR0779  ___________________________________________________________________
 JR0779* NAD 83(1986)-  38 58 26.     (N)    118 21 03.     (W)     SCALED    
 JR0779* NAVD 88     -      1360.82   (+/-2cm)    4464.6    (feet)  VERTCON   
 JR0779  ___________________________________________________________________
 JR0779  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 JR0779
 JR0779  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0779
 JR0779.The horizontal coordinates were scaled from a topographic map and have
 JR0779.an estimated accuracy of +/- 6 seconds.
 JR0779
 JR0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0779.The vertical order pertains to the NGVD 29 superseded value.
 JR0779
 JR0779.The geoid height was determined by GEOID03.
 JR0779
 JR0779;                    North         East    Units  Estimated Accuracy
 JR0779;SPC NV W     - 4,468,730.      820,150.      MT  (+/- 180 meters Scaled)
 JR0779
 JR0779                          SUPERSEDED SURVEY CONTROL
 JR0779
 JR0779  NGVD 29 (??/??/92) 1359.762  (m)         4461.15   (f) ADJ UNCH    1 2
 JR0779
 JR0779.Superseded values are not recommended for survey control.
 JR0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0779.See file dsdata.txt to determine how the superseded data were derived.
 JR0779
 JR0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD829147(NAD 83)
 JR0779_MARKER: DB = BENCH MARK DISK
 JR0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0779_STAMPING: K 294 1940
 JR0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0779+STABILITY: SURFACE MOTION
 JR0779
 JR0779  HISTORY     - Date     Condition        Report By
 JR0779  HISTORY     - 1940     MONUMENTED       CGS
 JR0779  HISTORY     - 1955     GOOD             NGS
 JR0779
 JR0779                          STATION DESCRIPTION
 JR0779
 JR0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0779'3.8 MI SE FROM RAWHIDE.
 JR0779'2.9 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE GRUTT
 JR0779'BROTHERS MINING COMPANY OFFICE AT RAWHIDE, THENCE 0.9 MILE
 JR0779'SOUTHEAST ALONG A GRADED ROAD ALONG THE NORTHEAST SIDE OF A WIDE
 JR0779'DRY WASH, 0.45 MILE NORTHWEST OF THE INTERSECTION OF A
 JR0779'NORTHEAST-SOUTHWEST GRADED ROAD, 0.25 MILE NORTHWEST OF THE
 JR0779'INTERSECTION OF A NORTHEAST-SOUTHWEST GRADED ROAD, ON THE TOP
 JR0779'OF THE NORTHEAST BANK OF THE WASH, 257 1/2 FEET EAST OF THE
 JR0779'CENTER LINE OF A COUNTY GRADED ROAD, 21 1/2 FEET SOUTHWEST OF THE
 JR0779'CENTER LINE OF THE GRADED ROAD, 1.6 FEET EAST OF A WITNESS POST,
 JR0779'ABOUT 6 FEET HIGHER THAN THE ROAD, ABOUT LEVEL WITH THE ROAD,
 JR0779'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 JR0779'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0811 ***********************************************************************
 JR0811  DESIGNATION -  K 295
 JR0811  PID         -  JR0811
 JR0811  STATE/COUNTY-  NV/NYE
 JR0811  USGS QUAD   -  MOUNT ANNIE SE (1979)
 JR0811
 JR0811                         *CURRENT SURVEY CONTROL
 JR0811  ___________________________________________________________________
 JR0811* NAD 83(1986)-  38 50 11.     (N)    118 02 32.     (W)     SCALED    
 JR0811* NAVD 88     -      1363.95   (+/-2cm)    4474.9    (feet)  VERTCON   
 JR0811  ___________________________________________________________________
 JR0811  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 JR0811
 JR0811  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0811
 JR0811.The horizontal coordinates were scaled from a topographic map and have
 JR0811.an estimated accuracy of +/- 6 seconds.
 JR0811
 JR0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0811.The vertical order pertains to the NGVD 29 superseded value.
 JR0811
 JR0811.The geoid height was determined by GEOID03.
 JR0811
 JR0811;                    North         East    Units  Estimated Accuracy
 JR0811;SPC NV C     - 6,454,340.      380,580.      MT  (+/- 180 meters Scaled)
 JR0811
 JR0811                          SUPERSEDED SURVEY CONTROL
 JR0811
 JR0811  NGVD 29 (??/??/92) 1362.923  (m)         4471.52   (f) ADJ UNCH    1 2
 JR0811
 JR0811.Superseded values are not recommended for survey control.
 JR0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0811.See file dsdata.txt to determine how the superseded data were derived.
 JR0811
 JR0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC095991(NAD 83)
 JR0811_MARKER: DB = BENCH MARK DISK
 JR0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0811_STAMPING: K 295 1940
 JR0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0811+STABILITY: SURFACE MOTION
 JR0811
 JR0811  HISTORY     - Date     Condition        Report By
 JR0811  HISTORY     - 1940     MONUMENTED       CGS
 JR0811  HISTORY     - 1955     GOOD             NGS
 JR0811
 JR0811                          STATION DESCRIPTION
 JR0811
 JR0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0811'8.9 MI SW FROM GABBS.
 JR0811'0.4 MILE SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JR0811'THENCE 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 23, THENCE 4.3
 JR0811'MILES NORTHWEST ALONG A NARROW DIRT ROAD, 19 1/2 FEET SOUTH OF THE
 JR0811'CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT
 JR0811'1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JR0811'POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0236 ***********************************************************************
 KR0236  DESIGNATION -  K 297
 KR0236  PID         -  KR0236
 KR0236  STATE/COUNTY-  NV/CHURCHILL
 KR0236  USGS QUAD   -  GRIMES POINT (1985)
 KR0236
 KR0236                         *CURRENT SURVEY CONTROL
 KR0236  ___________________________________________________________________
 KR0236* NAD 83(1986)-  39 24 31.     (N)    118 42 11.     (W)     SCALED    
 KR0236* NAVD 88     -      1199.345  (meters)    3934.85   (feet)  ADJUSTED  
 KR0236  ___________________________________________________________________
 KR0236  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 KR0236  DYNAMIC HT  -        1198.300 (meters)    3931.42  (feet)  COMP
 KR0236  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 KR0236
 KR0236  VERT ORDER  -  FIRST     CLASS II
 KR0236
 KR0236.The horizontal coordinates were scaled from a topographic map and have
 KR0236.an estimated accuracy of +/- 6 seconds.
 KR0236
 KR0236.The orthometric height was determined by differential leveling
 KR0236.and adjusted by the National Geodetic Survey in June 1991..
 KR0236.WARNING-Repeat measurements at this control monument indicate possible
 KR0236.vertical movement.
 KR0236
 KR0236.The geoid height was determined by GEOID03.
 KR0236
 KR0236.The dynamic height is computed by dividing the NAVD 88
 KR0236.geopotential number by the normal gravity value computed on the
 KR0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0236.degrees latitude (g = 980.6199 gals.).
 KR0236
 KR0236.The modeled gravity was interpolated from observed gravity values.
 KR0236
 KR0236;                    North         East    Units  Estimated Accuracy
 KR0236;SPC NV W     - 4,516,970.      789,690.      MT  (+/- 180 meters Scaled)
 KR0236
 KR0236                          SUPERSEDED SURVEY CONTROL
 KR0236
 KR0236  NGVD 29 (??/??/92) 1198.381  (m)         3931.69   (f) ADJ UNCH    1 2
 KR0236
 KR0236.Superseded values are not recommended for survey control.
 KR0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0236.See file dsdata.txt to determine how the superseded data were derived.
 KR0236
 KR0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD533635(NAD 83)
 KR0236_MARKER: DB = BENCH MARK DISK
 KR0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0236_SP_SET: BUILDING
 KR0236_STAMPING: K 297 1945
 KR0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0236
 KR0236  HISTORY     - Date     Condition        Report By
 KR0236  HISTORY     - 1945     MONUMENTED       CGS
 KR0236  HISTORY     - 1967     GOOD             NGS
 KR0236
 KR0236                          STATION DESCRIPTION
 KR0236
 KR0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0236'9.4 MI SE FROM FALLON.
 KR0236'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0236'FROM THE CITY HALL AT FALLON, THENCE 0.25 MILE SOUTH ALONG SHERMAN
 KR0236'STREET, THENCE 0.2 MILE EAST ALONG STILLWATER AVENUE, THENCE 4.8 MILES
 KR0236'SOUTH AND 3.0 MILES EAST ALONG A PAVED ROAD, WHICH WAS FORMERLY U.S.
 KR0236'HIGHWAY 50 ALTERNATE, TO THE SOUTH GATE OF THE FALLON NAVAL AIR
 KR0236'STATION, THENCE 0.5 MILE NORTH ALONG FIRST STREET, THENCE 0.15 MILE
 KR0236'EAST ALONG THE SOUTH EDGE OF A LARGE CONCRETE APRON, IN SECTION 23, T
 KR0236'18 N, R 29 E, AT THE NORTHWEST CORNER OF THE MORE WESTERLY OF 2
 KR0236'HANGARS, 1.0 MILE SOUTHEAST OF THE CONTROL TOWER, SET VERTICALLY IN
 KR0236'THE NORTH FACE AND 0.8 FOOT EAST OF THE NORTHWEST CORNER OF A SMALL
 KR0236'CONCRETE BUILDING HOUSING INSTRUMENTS, AND ABOUT 4 FEET ABOVE THE
 KR0236'LEVEL OF THE APRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0210 ***********************************************************************
 LS0210  DESIGNATION -  K 298
 LS0210  PID         -  LS0210
 LS0210  STATE/COUNTY-  NV/PERSHING
 LS0210  USGS QUAD   -  BUENA VISTA HILLS NORTH (1987)
 LS0210
 LS0210                         *CURRENT SURVEY CONTROL
 LS0210  ___________________________________________________________________
 LS0210* NAD 83(1986)-  40 05 26.     (N)    118 09 41.     (W)     SCALED    
 LS0210* NAVD 88     -      1260.990  (meters)    4137.10   (feet)  ADJUSTED  
 LS0210  ___________________________________________________________________
 LS0210  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 LS0210  DYNAMIC HT  -        1259.977 (meters)    4133.77  (feet)  COMP
 LS0210  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 LS0210
 LS0210  VERT ORDER  -  SECOND    CLASS 0
 LS0210
 LS0210.The horizontal coordinates were scaled from a topographic map and have
 LS0210.an estimated accuracy of +/- 6 seconds.
 LS0210
 LS0210.The orthometric height was determined by differential leveling
 LS0210.and adjusted by the National Geodetic Survey in June 1991..
 LS0210
 LS0210.The geoid height was determined by GEOID03.
 LS0210
 LS0210.The dynamic height is computed by dividing the NAVD 88
 LS0210.geopotential number by the normal gravity value computed on the
 LS0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0210.degrees latitude (g = 980.6199 gals.).
 LS0210
 LS0210.The modeled gravity was interpolated from observed gravity values.
 LS0210
 LS0210;                    North         East    Units  Estimated Accuracy
 LS0210;SPC NV W     - 4,592,750.      835,980.      MT  (+/- 180 meters Scaled)
 LS0210
 LS0210                          SUPERSEDED SURVEY CONTROL
 LS0210
 LS0210  NGVD 29 (??/??/92) 1260.016  (m)         4133.90   (f) ADJ UNCH    2 0
 LS0210
 LS0210.Superseded values are not recommended for survey control.
 LS0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0210.See file dsdata.txt to determine how the superseded data were derived.
 LS0210
 LS0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME009384(NAD 83)
 LS0210_MARKER: DB = BENCH MARK DISK
 LS0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0210_STAMPING: K 298 1945
 LS0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0210+STABILITY: SURFACE MOTION
 LS0210
 LS0210  HISTORY     - Date     Condition        Report By
 LS0210  HISTORY     - 1945     MONUMENTED       CGS
 LS0210  HISTORY     - 1958     GOOD             NGS
 LS0210  HISTORY     - 1982     GOOD             USGS
 LS0210
 LS0210                          STATION DESCRIPTION
 LS0210
 LS0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LS0210'24.25 MI SE FROM LOVELOCK.
 LS0210'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0210'STREET AT LOVELOCK, THENCE 17.75 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 LS0210'THENCE 0.25 MILE NORTH ALONG A GRAVEL ROAD.  IN R34E T26N S28, AT THE
 LS0210'CROSSING OF A TELEPHONE LINE, AT THE SITE OF THE ABANDONED HUMBOLDT
 LS0210'INTERMEDIATE FIELD, 109 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 LS0210'65 FEET EAST OF THE CENTER LINE OF AN ABANDONED DIRT ROAD SOUTH, 33
 LS0210'FEET SOUTH OF A POINT DIRECTLY UNDER THE TELEPHONE LINE, 2 1/2 FEET
 LS0210'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 LS0210'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 LS0210
 LS0210                          STATION RECOVERY (1982)
 LS0210
 LS0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LS0210'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTIION OF MAIN
 LS0210'STREET AT LOVERLOCK 6.8 MILES NORTHEAST ALONG BUSINESS I-80 FROM THE
 LS0210'JUNCTION OF MAIN ST. LOVELOCK, THENCE 13.9 MILES EAST ALONG STATE
 LS0210'HIGHWAY 857 TOWARDS COAL CANYON TO RD. JUNCTION SOUTEAST , THENCE
 LS0210'2.85 MILES SOUTHEAST ALONG GRADED DIRT RD. TO X-RDS., THENCE 0.2 MILE
 LS0210'NORTH ALONG A GRADED DIRT RD. IN S 28, T 26 N, R 34 E, 50 FEET
 LS0210'SOUTHWEST OF TELEPONE LINE CROSSING ROAD. 111 FEET SOUTHEAST OF
 LS0210'CENTERLINE OF ROAD. AN IRON BENCH-MARK DISK, STAMPED 'K 298 1945'
 LS0210'PRIJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0138 ***********************************************************************
 MT0138  DESIGNATION -  K 3
 MT0138  PID         -  MT0138
 MT0138  STATE/COUNTY-  NV/ELKO
 MT0138  USGS QUAD   -  TECOMA (1976)
 MT0138
 MT0138                         *CURRENT SURVEY CONTROL
 MT0138  ___________________________________________________________________
 MT0138* NAD 83(1986)-  41 18 14.     (N)    114 06 50.     (W)     SCALED    
 MT0138* NAVD 88     -      1468.014  (meters)    4816.31   (feet)  POSTED    
 MT0138  ___________________________________________________________________
 MT0138  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 MT0138  DYNAMIC HT  -        1466.880 (meters)    4812.59  (feet)  COMP
 MT0138  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 MT0138
 MT0138  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MT0138
 MT0138.The horizontal coordinates were scaled from a topographic map and have
 MT0138.an estimated accuracy of +/- 6 seconds.
 MT0138
 MT0138.The orthometric height was determined by differential leveling
 MT0138.and adjusted by the National Geodetic Survey in 1992..
 MT0138.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MT0138.rate of 0.0 thru 1.0 mm/km.
 MT0138
 MT0138.The geoid height was determined by GEOID03.
 MT0138
 MT0138.The dynamic height is computed by dividing the NAVD 88
 MT0138.geopotential number by the normal gravity value computed on the
 MT0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0138.degrees latitude (g = 980.6199 gals.).
 MT0138
 MT0138.The modeled gravity was interpolated from observed gravity values.
 MT0138
 MT0138;                    North         East    Units  Estimated Accuracy
 MT0138;SPC NV E     - 8,728,430.      323,050.      MT  (+/- 180 meters Scaled)
 MT0138
 MT0138                          SUPERSEDED SURVEY CONTROL
 MT0138
 MT0138.No superseded survey control is available for this station.
 MT0138
 MT0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF416765(NAD 83)
 MT0138_MARKER: DB = BENCH MARK DISK
 MT0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0138+STABILITY: SURFACE MOTION
 MT0138
 MT0138  HISTORY     - Date     Condition        Report By
 MT0138  HISTORY     - UNK      MONUMENTED       CGS
 MT0138  HISTORY     - 1911     GOOD             NGS
 MT0138  HISTORY     - 1953     GOOD             NGS
 MT0138
 MT0138                          STATION DESCRIPTION
 MT0138
 MT0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1911
 MT0138'IN TECOMA.
 MT0138'TECOMA, NEAR, 73.2 METERS SOUTH OF MILEPOLE 668, 59.8 METERS SOUTH OF
 MT0138'EASTBOUND MAIN TRACK, 1.3 METERS NORTH OF SOUTH LINE FENCE, IN TOP OF
 MT0138'STONE POST.  BOTTOM OF SQUARE HOLE.
 MT0138
 MT0138                          STATION RECOVERY (1953)
 MT0138
 MT0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 MT0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0219 ***********************************************************************
 LQ0219  DESIGNATION -  K 30
 LQ0219  PID         -  LQ0219
 LQ0219  STATE/COUNTY-  NV/ELKO
 LQ0219  USGS QUAD   -  GOSHUTE LAKE NORTH (1982)
 LQ0219
 LQ0219                         *CURRENT SURVEY CONTROL
 LQ0219  ___________________________________________________________________
 LQ0219* NAD 83(1986)-  40 14 09.     (N)    114 43 58.     (W)     SCALED    
 LQ0219* NAVD 88     -      1779.863  (meters)    5839.43   (feet)  ADJUSTED  
 LQ0219  ___________________________________________________________________
 LQ0219  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 LQ0219  DYNAMIC HT  -        1778.220 (meters)    5834.04  (feet)  COMP
 LQ0219  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 LQ0219
 LQ0219  VERT ORDER  -  FIRST     CLASS II
 LQ0219
 LQ0219.The horizontal coordinates were scaled from a topographic map and have
 LQ0219.an estimated accuracy of +/- 6 seconds.
 LQ0219
 LQ0219.The orthometric height was determined by differential leveling
 LQ0219.and adjusted by the National Geodetic Survey in June 1991..
 LQ0219
 LQ0219.The geoid height was determined by GEOID03.
 LQ0219
 LQ0219.The dynamic height is computed by dividing the NAVD 88
 LQ0219.geopotential number by the normal gravity value computed on the
 LQ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0219.degrees latitude (g = 980.6199 gals.).
 LQ0219
 LQ0219.The modeled gravity was interpolated from observed gravity values.
 LQ0219
 LQ0219;                    North         East    Units  Estimated Accuracy
 LQ0219;SPC NV E     - 8,609,140.      272,380.      MT  (+/- 180 meters Scaled)
 LQ0219
 LQ0219                          SUPERSEDED SURVEY CONTROL
 LQ0219
 LQ0219  NGVD 29 (??/??/92) 1778.718  (m)         5835.68   (f) ADJ UNCH    1 2
 LQ0219
 LQ0219.Superseded values are not recommended for survey control.
 LQ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0219.See file dsdata.txt to determine how the superseded data were derived.
 LQ0219
 LQ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE928563(NAD 83)
 LQ0219_MARKER: DB = BENCH MARK DISK
 LQ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0219_STAMPING: 5835.677 K 30 1933
 LQ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0219+STABILITY: SURFACE MOTION
 LQ0219
 LQ0219  HISTORY     - Date     Condition        Report By
 LQ0219  HISTORY     - 1933     MONUMENTED       CGS
 LQ0219
 LQ0219                          STATION DESCRIPTION
 LQ0219
 LQ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0219'3.0 MI S FROM CURRIE.
 LQ0219'ABOUT 3.0 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM CURRIE,
 LQ0219'ELKO COUNTY, ABOUT 70 FEET NORTHEAST OF MILEPOST 66, AND 20 FEET
 LQ0219'NORTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LQ0219'5835.677 K 30 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LQ0219'ABOUT 11 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0789 ***********************************************************************
 GR0789  DESIGNATION -  K 301
 GR0789  PID         -  GR0789
 GR0789  STATE/COUNTY-  NV/CLARK
 GR0789  USGS QUAD   -  MOAPA WEST (1983)
 GR0789
 GR0789                         *CURRENT SURVEY CONTROL
 GR0789  ___________________________________________________________________
 GR0789* NAD 83(1986)-  36 43 05.     (N)    114 41 36.     (W)     SCALED    
 GR0789* NAVD 88     -       529.549  (meters)    1737.36   (feet)  ADJUSTED  
 GR0789  ___________________________________________________________________
 GR0789  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 GR0789  DYNAMIC HT  -         529.047 (meters)    1735.71  (feet)  COMP
 GR0789  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 GR0789
 GR0789  VERT ORDER  -  SECOND    CLASS 0
 GR0789
 GR0789.The horizontal coordinates were scaled from a topographic map and have
 GR0789.an estimated accuracy of +/- 6 seconds.
 GR0789
 GR0789.The orthometric height was determined by differential leveling
 GR0789.and adjusted by the National Geodetic Survey in June 1991..
 GR0789
 GR0789.The geoid height was determined by GEOID03.
 GR0789
 GR0789.The dynamic height is computed by dividing the NAVD 88
 GR0789.geopotential number by the normal gravity value computed on the
 GR0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0789.degrees latitude (g = 980.6199 gals.).
 GR0789
 GR0789.The modeled gravity was interpolated from observed gravity values.
 GR0789
 GR0789;                    North         East    Units  Estimated Accuracy
 GR0789;SPC NV E     - 8,218,710.      279,510.      MT  (+/- 180 meters Scaled)
 GR0789
 GR0789                          SUPERSEDED SURVEY CONTROL
 GR0789
 GR0789  NGVD 29 (??/??/92)  528.899  (m)         1735.23   (f) ADJ UNCH    2 0
 GR0789
 GR0789.Superseded values are not recommended for survey control.
 GR0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0789.See file dsdata.txt to determine how the superseded data were derived.
 GR0789
 GR0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA060660(NAD 83)
 GR0789_MARKER: DB = BENCH MARK DISK
 GR0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0789_STAMPING: K 301 1941
 GR0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0789+STABILITY: SURFACE MOTION
 GR0789
 GR0789  HISTORY     - Date     Condition        Report By
 GR0789  HISTORY     - 1941     MONUMENTED       CGS
 GR0789  HISTORY     - 1982     GOOD             NGS
 GR0789
 GR0789                          STATION DESCRIPTION
 GR0789
 GR0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GR0789'5.0 MI NW FROM MOAPA.
 GR0789'ABOUT 5.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE OVERPASS OVER
 GR0789'THE UNION PACIFIC RAILROAD AT MOAPA, CLARK COUNTY, AT THE EAST END OF
 GR0789'A SMALL FLAT FIELD, ABOUT 120.0 FEET WEST OF A CUT THROUGH A SMALL
 GR0789'GRAVEL RIDGE, 96.0 FEET WEST OF THE NORTHEAST FENCE CORNER, 48.0 FEET
 GR0789'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET NORTH OF THE
 GR0789'RIGHT-OF-WAY FENCE, AND 2.5 FEET EAST OF A TRIANGULAR CONCRETE POST
 GR0789'PROJECTING ABOUT 1.6 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED K
 GR0789'301 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 GR0789'FOOT ABOVE GROUND.
 GR0789
 GR0789                          STATION RECOVERY (1982)
 GR0789
 GR0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0763 ***********************************************************************
 GR0763  DESIGNATION -  K 302
 GR0763  PID         -  GR0763
 GR0763  STATE/COUNTY-  NV/LINCOLN
 GR0763  USGS QUAD   -  ROX (1980)
 GR0763
 GR0763                         *CURRENT SURVEY CONTROL
 GR0763  ___________________________________________________________________
 GR0763* NAD 83(1986)-  36 55 59.     (N)    114 39 28.     (W)     SCALED    
 GR0763* NAVD 88     -       611.736  (meters)    2007.00   (feet)  ADJUSTED  
 GR0763  ___________________________________________________________________
 GR0763  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 GR0763  DYNAMIC HT  -         611.151 (meters)    2005.08  (feet)  COMP
 GR0763  MODELED GRAV-     979,656.0   (mgal)                       NAVD 88
 GR0763
 GR0763  VERT ORDER  -  FIRST     CLASS I
 GR0763
 GR0763.The horizontal coordinates were scaled from a topographic map and have
 GR0763.an estimated accuracy of +/- 6 seconds.
 GR0763
 GR0763.The orthometric height was determined by differential leveling
 GR0763.and adjusted by the National Geodetic Survey in June 1991..
 GR0763.WARNING-Repeat measurements at this control monument indicate possible
 GR0763.vertical movement.
 GR0763
 GR0763.The geoid height was determined by GEOID03.
 GR0763
 GR0763.The dynamic height is computed by dividing the NAVD 88
 GR0763.geopotential number by the normal gravity value computed on the
 GR0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0763.degrees latitude (g = 980.6199 gals.).
 GR0763
 GR0763.The modeled gravity was interpolated from observed gravity values.
 GR0763
 GR0763;                    North         East    Units  Estimated Accuracy
 GR0763;SPC NV E     - 8,242,600.      282,450.      MT  (+/- 180 meters Scaled)
 GR0763
 GR0763                          SUPERSEDED SURVEY CONTROL
 GR0763
 GR0763  NGVD 29 (??/??/92)  611.047  (m)         2004.74   (f) ADJ UNCH    1 1
 GR0763
 GR0763.Superseded values are not recommended for survey control.
 GR0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0763.See file dsdata.txt to determine how the superseded data were derived.
 GR0763
 GR0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA086900(NAD 83)
 GR0763_MARKER: DB = BENCH MARK DISK
 GR0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0763_STAMPING: K 302 1941
 GR0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0763+STABILITY: SURFACE MOTION
 GR0763
 GR0763  HISTORY     - Date     Condition        Report By
 GR0763  HISTORY     - 1941     MONUMENTED       CGS
 GR0763  HISTORY     - 1949     GOOD             NGS
 GR0763  HISTORY     - 1969     MARK NOT FOUND   USGS
 GR0763
 GR0763                          STATION DESCRIPTION
 GR0763
 GR0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0763'18.8 MI N FROM MOAPA.
 GR0763'18.8 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0763'MOAPA, 13 1/2 RAILS SOUTH OF THE SIGNBOARD AT HOYA PIT SIDING, AT THE
 GR0763'SOUTH END OF THE GRAVEL PIT, IN LINE WITH A ROW OF TELEPHONE POLES, 31
 GR0763'FEET SOUTH OF A POLE, 26.3 FEET WEST OF THE WEST RAIL OF THE CENTER
 GR0763'SIDE TRACK, 21.4 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 4.3
 GR0763'FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE MAIN TRACK,
 GR0763'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 GR0763'GROUND.
 GR0763
 GR0763                          STATION RECOVERY (1969)
 GR0763
 GR0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GR0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1143 ***********************************************************************
 GR1143  DESIGNATION -  K 303
 GR1143  PID         -  GR1143
 GR1143  STATE/COUNTY-  NV/CLARK
 GR1143  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1143
 GR1143                         *CURRENT SURVEY CONTROL
 GR1143  ___________________________________________________________________
 GR1143* NAD 83(1986)-  36 14 43.     (N)    115 14 15.     (W)     SCALED    
 GR1143* NAVD 88     -       706.54   (+/-2cm)    2318.0    (feet)  VERTCON   
 GR1143  ___________________________________________________________________
 GR1143  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 GR1143
 GR1143  VERT ORDER  -  FIRST     CLASS I (See Below)
 GR1143
 GR1143.The horizontal coordinates were scaled from a topographic map and have
 GR1143.an estimated accuracy of +/- 6 seconds.
 GR1143
 GR1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1143.The vertical order pertains to the NGVD 29 superseded value.
 GR1143
 GR1143.The geoid height was determined by GEOID03.
 GR1143
 GR1143;                    North         East    Units  Estimated Accuracy
 GR1143;SPC NV E     - 8,165,940.      231,080.      MT  (+/- 180 meters Scaled)
 GR1143
 GR1143                          SUPERSEDED SURVEY CONTROL
 GR1143
 GR1143  NGVD 29 (??/??/92)  705.905  (m)         2315.96   (f) ADJ UNCH    1 1
 GR1143
 GR1143.Superseded values are not recommended for survey control.
 GR1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1143.See file dsdata.txt to determine how the superseded data were derived.
 GR1143
 GR1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA583125(NAD 83)
 GR1143_MARKER: DB = BENCH MARK DISK
 GR1143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR1143_SP_SET: CULVERT
 GR1143_STAMPING: K 303 1940
 GR1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1143
 GR1143  HISTORY     - Date     Condition        Report By
 GR1143  HISTORY     - 1940     MONUMENTED       CGS
 GR1143  HISTORY     - 1949     GOOD             NGS
 GR1143  HISTORY     - 1966     MARK NOT FOUND   USGS
 GR1143  HISTORY     - 1980     MARK NOT FOUND   NGS
 GR1143  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR1143
 GR1143                          STATION DESCRIPTION
 GR1143
 GR1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR1143'8.2 MI NW FROM LAS VEGAS.
 GR1143'8.2 MILES NORTHWEST ALONG U. S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1143'RAILROAD STATION AT LAS VEGAS, AT THE JUNCTION OF A GRAVEL ROAD
 GR1143'LEADING WEST, AT A DOUBLE 24-INCH VITRIFIED CLAY PIPE CULVERT NO. E -
 GR1143'256+00, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD
 GR1143'WALL, 17.6 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 GR1143'1 FOOT LOWER THAN THE HIGHWAY.
 GR1143
 GR1143                          STATION RECOVERY (1966)
 GR1143
 GR1143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GR1143'MARK NOT FOUND.
 GR1143
 GR1143                          STATION RECOVERY (1980)
 GR1143
 GR1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1143'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  HEADWALL ASSUMED
 GR1143'DESTROYED DURING HIGHWAY CONSTRUCTION.
 GR1143
 GR1143                          STATION RECOVERY (1996)
 GR1143
 GR1143'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0194 ***********************************************************************
 HP0194  DESIGNATION -  K 304
 HP0194  PID         -  HP0194
 HP0194  STATE/COUNTY-  NV/LINCOLN
 HP0194  USGS QUAD   -  LOWER PAHRANAGAT LAKE SW (1980)
 HP0194
 HP0194                         *CURRENT SURVEY CONTROL
 HP0194  ___________________________________________________________________
 HP0194* NAD 83(1986)-  37 07 26.     (N)    115 11 01.     (W)     SCALED    
 HP0194* NAVD 88     -      1213.357  (meters)    3980.82   (feet)  ADJUSTED  
 HP0194  ___________________________________________________________________
 HP0194  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 HP0194  DYNAMIC HT  -        1212.055 (meters)    3976.55  (feet)  COMP
 HP0194  MODELED GRAV-     979,516.6   (mgal)                       NAVD 88
 HP0194
 HP0194  VERT ORDER  -  SECOND    CLASS 0
 HP0194
 HP0194.The horizontal coordinates were scaled from a topographic map and have
 HP0194.an estimated accuracy of +/- 6 seconds.
 HP0194
 HP0194.The orthometric height was determined by differential leveling
 HP0194.and adjusted by the National Geodetic Survey in June 1991..
 HP0194
 HP0194.The geoid height was determined by GEOID03.
 HP0194
 HP0194.The dynamic height is computed by dividing the NAVD 88
 HP0194.geopotential number by the normal gravity value computed on the
 HP0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0194.degrees latitude (g = 980.6199 gals.).
 HP0194
 HP0194.The modeled gravity was interpolated from observed gravity values.
 HP0194
 HP0194;                    North         East    Units  Estimated Accuracy
 HP0194;SPC NV E     - 8,263,450.      235,520.      MT  (+/- 180 meters Scaled)
 HP0194
 HP0194                          SUPERSEDED SURVEY CONTROL
 HP0194
 HP0194  NGVD 29 (??/??/92) 1212.473  (m)         3977.92   (f) ADJ UNCH    2 0
 HP0194
 HP0194.Superseded values are not recommended for survey control.
 HP0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0194.See file dsdata.txt to determine how the superseded data were derived.
 HP0194
 HP0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB613101(NAD 83)
 HP0194_MARKER: DB = BENCH MARK DISK
 HP0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0194_SP_SET: CONCRETE POST
 HP0194_STAMPING: K 304 1941
 HP0194_MARK LOGO: CGS   
 HP0194_MAGNETIC: N = NO MAGNETIC MATERIAL
 HP0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0194+STABILITY: SURFACE MOTION
 HP0194
 HP0194  HISTORY     - Date     Condition        Report By
 HP0194  HISTORY     - 1941     MONUMENTED       CGS
 HP0194  HISTORY     - 19930309 GOOD             LOCENG
 HP0194
 HP0194                          STATION DESCRIPTION
 HP0194
 HP0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0194'12.0 MI SE FROM ALAMO.
 HP0194'ABOUT 12.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0194'AT ALAMO, LINCOLN COUNTY, THENCE ABOUT 10.0 MILES SOUTH ALONG A ROAD
 HP0194'LEADING TO THE CROSSING OF U.S. HIGHWAY 95, ABOUT 2.0 MILES SOUTHWEST
 HP0194'OF THE SUMMIT OF A MOUNTAIN PASS, ABOUT 400.0 FEET SOUTHEAST OF A
 HP0194'SMALL ROCKY HILL, 50.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HP0194'3.0 FEET SOUTH OF A TRIANGULAR CONCRETE POST PROJECTING ABOUT 2.0 FEET
 HP0194'ABOVE GROUND, AND ABOUT 3.0 FEET HIGHER THAN THE ROAD.  A STANDARD
 HP0194'DISK, STAMPED K 304 1941 AND SET IN THE TOP OF A CONCRETE POST
 HP0194'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 HP0194
 HP0194                          STATION RECOVERY (1993)
 HP0194
 HP0194'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 HP0194'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 HP0194'(3.3 FT) SOUTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1287 ***********************************************************************
 GR1287  DESIGNATION -  K 305
 GR1287  PID         -  GR1287
 GR1287  STATE/COUNTY-  NV/CLARK
 GR1287  USGS QUAD   -  HEAVENS WELL (1982)
 GR1287
 GR1287                         *CURRENT SURVEY CONTROL
 GR1287  ___________________________________________________________________
 GR1287* NAD 83(1986)-  36 37 36.     (N)    115 30 05.     (W)     SCALED    
 GR1287* NAVD 88     -       925.371  (meters)    3035.99   (feet)  ADJUSTED  
 GR1287  ___________________________________________________________________
 GR1287  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 GR1287  DYNAMIC HT  -         924.393 (meters)    3032.78  (feet)  COMP
 GR1287  MODELED GRAV-     979,543.9   (mgal)                       NAVD 88
 GR1287
 GR1287  VERT ORDER  -  SECOND    CLASS 0
 GR1287
 GR1287.The horizontal coordinates were scaled from a topographic map and have
 GR1287.an estimated accuracy of +/- 6 seconds.
 GR1287
 GR1287.The orthometric height was determined by differential leveling
 GR1287.and adjusted by the National Geodetic Survey in June 1991..
 GR1287
 GR1287.The geoid height was determined by GEOID03.
 GR1287
 GR1287.The dynamic height is computed by dividing the NAVD 88
 GR1287.geopotential number by the normal gravity value computed on the
 GR1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1287.degrees latitude (g = 980.6199 gals.).
 GR1287
 GR1287.The modeled gravity was interpolated from observed gravity values.
 GR1287
 GR1287;                    North         East    Units  Estimated Accuracy
 GR1287;SPC NV E     - 8,208,210.      207,330.      MT  (+/- 180 meters Scaled)
 GR1287
 GR1287                          SUPERSEDED SURVEY CONTROL
 GR1287
 GR1287  NGVD 29 (??/??/92)  924.592  (m)         3033.43   (f) ADJ UNCH    2 0
 GR1287
 GR1287.Superseded values are not recommended for survey control.
 GR1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1287.See file dsdata.txt to determine how the superseded data were derived.
 GR1287
 GR1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA339545(NAD 83)
 GR1287_MARKER: DB = BENCH MARK DISK
 GR1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1287_STAMPING: K 305 1941
 GR1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1287+STABILITY: SURFACE MOTION
 GR1287
 GR1287  HISTORY     - Date     Condition        Report By
 GR1287  HISTORY     - 1941     MONUMENTED       CGS
 GR1287  HISTORY     - 1973     GOOD             USGS
 GR1287
 GR1287                          STATION DESCRIPTION
 GR1287
 GR1287'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR1287'15.6 MI E FROM INDIAN SPRINGS.
 GR1287'ABOUT 6.6 MI SE. ALONG U.S. HWY. 95 FROM POST OFFICE AT INDIAN SPRINGS
 GR1287'TO RD. JCT. LEADING NE., THENCE 1.3 MI NE. TO JCT. OF TRACK RD. ALONG
 GR1287'NE. SIDE OF DISMANTLED RR., THENCE 1.0 MI ESE. ALONG TRACK RD., THENCE
 GR1287'1.7 MI NE.  ALONG TRACK RD. TO A LINE OF WRECKED VEHICLES AT SW. EDGE
 GR1287'OF DRY LAKE, THENCE 4.9 MI NNE. ACROSS COUNTRY ON DRY LAKE BED. ABOUT
 GR1287'0.1 MI S. OF N. EDGE OF DRY LAKE.  A STD. USC AND GS DISK, STAMPED K
 GR1287'305 1941, SET IN TOP OF CONC. POST PROJECTING 1.0 FT. NOTE-- MARK LIES
 GR1287'WITHIN BOUNDARY OF NELLIS AIR FORCE RANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1220 ***********************************************************************
 KR1220  DESIGNATION -  K 307
 KR1220  PID         -  KR1220
 KR1220  STATE/COUNTY-  NV/WASHOE
 KR1220  USGS QUAD   -  RENO (1982)
 KR1220
 KR1220                         *CURRENT SURVEY CONTROL
 KR1220  ___________________________________________________________________
 KR1220* NAD 83(1986)-  39 30 19.     (N)    119 49 03.     (W)     SCALED    
 KR1220* NAVD 88     -      1383.505  (meters)    4539.05   (feet)  ADJUSTED  
 KR1220  ___________________________________________________________________
 KR1220  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KR1220  DYNAMIC HT  -        1382.237 (meters)    4534.89  (feet)  COMP
 KR1220  MODELED GRAV-     979,662.2   (mgal)                       NAVD 88
 KR1220
 KR1220  VERT ORDER  -  FIRST     CLASS II
 KR1220
 KR1220.The horizontal coordinates were scaled from a topographic map and have
 KR1220.an estimated accuracy of +/- 6 seconds.
 KR1220
 KR1220.The orthometric height was determined by differential leveling
 KR1220.and adjusted by the National Geodetic Survey in June 1991..
 KR1220
 KR1220.The geoid height was determined by GEOID03.
 KR1220
 KR1220.The dynamic height is computed by dividing the NAVD 88
 KR1220.geopotential number by the normal gravity value computed on the
 KR1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1220.degrees latitude (g = 980.6199 gals.).
 KR1220
 KR1220.The modeled gravity was interpolated from observed gravity values.
 KR1220
 KR1220;                    North         East    Units  Estimated Accuracy
 KR1220;SPC NV W     - 4,528,420.      693,860.      MT  (+/- 180 meters Scaled)
 KR1220
 KR1220                          SUPERSEDED SURVEY CONTROL
 KR1220
 KR1220  NGVD 29 (??/??/92) 1382.423  (m)         4535.50   (f) ADJ UNCH    1 2
 KR1220
 KR1220.Superseded values are not recommended for survey control.
 KR1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1220.See file dsdata.txt to determine how the superseded data were derived.
 KR1220
 KR1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD577766(NAD 83)
 KR1220_MARKER: DB = BENCH MARK DISK
 KR1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1220_STAMPING: K 307 1947
 KR1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1220+STABILITY: SURFACE MOTION
 KR1220
 KR1220  HISTORY     - Date     Condition        Report By
 KR1220  HISTORY     - 1947     MONUMENTED       CGS
 KR1220  HISTORY     - 1950     POOR             USGS
 KR1220  HISTORY     - 20030803 MARK NOT FOUND   USPSQD
 KR1220
 KR1220                          STATION DESCRIPTION
 KR1220
 KR1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KR1220'IN RENO.
 KR1220'AT RENO, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF ARLINGTON
 KR1220'AVENUE AND PLUMB LANE, 39.7 FEET WEST OF THE CENTER LINE OF ARLINGTON
 KR1220'AVENUE, 41.3 FEET SOUTH OF THE CENTER LINE OF PLUMB LANE, SET IN THE
 KR1220'TOP OF A CONCRETE POST 1.9 FEET EAST OF A ROCK WALL AND PROJECTING 0.3
 KR1220'FOOT ABOVE THE GROUND.  WITNESS POST SET 2.0 NORTH OF THE STATION.
 KR1220
 KR1220                          STATION RECOVERY (1950)
 KR1220
 KR1220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KR1220'MARK RECOVERED IN POOR CONDITION.
 KR1220
 KR1220                          STATION RECOVERY (2003)
 KR1220
 KR1220'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1220'AREA PAVED OVER WITH NEW CONCRETE SIDEWALK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0116 ***********************************************************************
 KP0116  DESIGNATION -  K 31
 KP0116  PID         -  KP0116
 KP0116  STATE/COUNTY-  NV/WHITE PINE
 KP0116  USGS QUAD   -  STEPTOE (1982)
 KP0116
 KP0116                         *CURRENT SURVEY CONTROL
 KP0116  ___________________________________________________________________
 KP0116* NAD 83(1986)-  39 34 34.     (N)    114 50 33.     (W)     SCALED    
 KP0116* NAVD 88     -      1822.466  (meters)    5979.21   (feet)  ADJUSTED  
 KP0116  ___________________________________________________________________
 KP0116  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 KP0116  DYNAMIC HT  -        1820.584 (meters)    5973.03  (feet)  COMP
 KP0116  MODELED GRAV-     979,530.1   (mgal)                       NAVD 88
 KP0116
 KP0116  VERT ORDER  -  FIRST     CLASS II
 KP0116
 KP0116.The horizontal coordinates were scaled from a topographic map and have
 KP0116.an estimated accuracy of +/- 6 seconds.
 KP0116
 KP0116.The orthometric height was determined by differential leveling
 KP0116.and adjusted by the National Geodetic Survey in June 1991..
 KP0116
 KP0116.The geoid height was determined by GEOID03.
 KP0116
 KP0116.The dynamic height is computed by dividing the NAVD 88
 KP0116.geopotential number by the normal gravity value computed on the
 KP0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0116.degrees latitude (g = 980.6199 gals.).
 KP0116
 KP0116.The modeled gravity was interpolated from observed gravity values.
 KP0116
 KP0116;                    North         East    Units  Estimated Accuracy
 KP0116;SPC NV E     - 8,535,820.      263,650.      MT  (+/- 180 meters Scaled)
 KP0116
 KP0116                          SUPERSEDED SURVEY CONTROL
 KP0116
 KP0116  NGVD 29 (??/??/92) 1821.245  (m)         5975.20   (f) ADJ UNCH    1 2
 KP0116
 KP0116.Superseded values are not recommended for survey control.
 KP0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0116.See file dsdata.txt to determine how the superseded data were derived.
 KP0116
 KP0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD853829(NAD 83)
 KP0116_MARKER: DB = BENCH MARK DISK
 KP0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0116_STAMPING: 5975.201 K 31 1933
 KP0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0116+STABILITY: SURFACE MOTION
 KP0116
 KP0116  HISTORY     - Date     Condition        Report By
 KP0116  HISTORY     - 1933     MONUMENTED       CGS
 KP0116  HISTORY     - 1934     GOOD             NGS
 KP0116
 KP0116                          STATION DESCRIPTION
 KP0116
 KP0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0116'22.7 MI S FROM CHERRY CREEK.
 KP0116'ABOUT 22.7 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM THE
 KP0116'STATION AT CHERRY CREEK, WHITE PINE COUNTY, ABOUT 0.5 MILE SOUTH OF
 KP0116'THE SIDING AT STEPTOE, 5 FEET SOUTHEAST OF MILEPOST 114, AND 45 FEET
 KP0116'WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 KP0116'5975.201 K 31 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KP0116'ABOUT 1 FOOT ABOVE GROUND.
 KP0116
 KP0116                          STATION RECOVERY (1934)
 KP0116
 KP0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0058 ***********************************************************************
 HP0058  DESIGNATION -  K 311
 HP0058  PID         -  HP0058
 HP0058  STATE/COUNTY-  NV/LINCOLN
 HP0058  USGS QUAD   -  PAHRANAGAT WASH (1980)
 HP0058
 HP0058                         *CURRENT SURVEY CONTROL
 HP0058  ___________________________________________________________________
 HP0058* NAD 83(1986)-  37 03 29.     (N)    114 59 12.     (W)     SCALED    
 HP0058* NAVD 88     -       805.665  (meters)    2643.25   (feet)  ADJUSTED  
 HP0058  ___________________________________________________________________
 HP0058  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 HP0058  DYNAMIC HT  -         804.863 (meters)    2640.62  (feet)  COMP
 HP0058  MODELED GRAV-     979,609.0   (mgal)                       NAVD 88
 HP0058
 HP0058  VERT ORDER  -  SECOND    CLASS 0
 HP0058
 HP0058.The horizontal coordinates were scaled from a topographic map and have
 HP0058.an estimated accuracy of +/- 6 seconds.
 HP0058
 HP0058.The orthometric height was determined by differential leveling
 HP0058.and adjusted by the National Geodetic Survey in June 1991..
 HP0058
 HP0058.The geoid height was determined by GEOID03.
 HP0058
 HP0058.The dynamic height is computed by dividing the NAVD 88
 HP0058.geopotential number by the normal gravity value computed on the
 HP0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0058.degrees latitude (g = 980.6199 gals.).
 HP0058
 HP0058.The modeled gravity was interpolated from observed gravity values.
 HP0058
 HP0058;                    North         East    Units  Estimated Accuracy
 HP0058;SPC NV E     - 8,256,240.      253,070.      MT  (+/- 180 meters Scaled)
 HP0058
 HP0058                          SUPERSEDED SURVEY CONTROL
 HP0058
 HP0058  NGVD 29 (??/??/92)  804.914  (m)         2640.79   (f) ADJ UNCH    2 0
 HP0058
 HP0058.Superseded values are not recommended for survey control.
 HP0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0058.See file dsdata.txt to determine how the superseded data were derived.
 HP0058
 HP0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB790032(NAD 83)
 HP0058_MARKER: DB = BENCH MARK DISK
 HP0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HP0058_SP_SET: CULVERT
 HP0058_STAMPING: K 311 1941
 HP0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0058
 HP0058  HISTORY     - Date     Condition        Report By
 HP0058  HISTORY     - 1941     MONUMENTED       CGS
 HP0058  HISTORY     - 1969     MARK NOT FOUND   USGS
 HP0058
 HP0058                          STATION DESCRIPTION
 HP0058
 HP0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0058'25.0 MI SE FROM ALAMO.
 HP0058'25.0 MILES SOUTHEAST OF, ALONG U.S. HIGHWAY NO. 93 TO REACH FROM POST
 HP0058'OFFICE AT ALAMO.  GO 15.3 MILES SOUTHEASTERLY ALONG U.S. HIGHWAY NO.
 HP0058'93 TO THE EAST END OF LOWER PAHRANAGAT LAKE, THENCE, CONTINUE ALONG
 HP0058'U.S. HIGHWAY NO. 93 9.7 MILES TO THE SITE OF BENCH MARK.  BENCH MARK
 HP0058'IS 6.0 MILES NORTHWEST OF KANE SPRINGS WASH, AT THE SOUTH END OF A
 HP0058'HIGHWAY CUT THROUGH A SMALL GRAVEL AND CLAY HILL, AND IN THE TOP OF
 HP0058'THE SOUTH WINGWALL OF THE WEST HEADWALL OF A 30-INCH PIPE HIGHWAY
 HP0058'CULVERT.  IT IS 16.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 HP0058'ABOUT 2.0 FEET BELOW THE TOP OF THE PAVEMENT.
 HP0058
 HP0058                          STATION RECOVERY (1969)
 HP0058
 HP0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HP0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0171 ***********************************************************************
 HP0171  DESIGNATION -  K 312
 HP0171  PID         -  HP0171
 HP0171  STATE/COUNTY-  NV/LINCOLN
 HP0171  USGS QUAD   -  ALAMO (1980)
 HP0171
 HP0171                         *CURRENT SURVEY CONTROL
 HP0171  ___________________________________________________________________
 HP0171* NAD 83(1986)-  37 20 00.     (N)    115 08 24.     (W)     SCALED    
 HP0171* NAVD 88     -      1032.983  (meters)    3389.05   (feet)  ADJUSTED  
 HP0171  ___________________________________________________________________
 HP0171  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 HP0171  DYNAMIC HT  -        1031.903 (meters)    3385.50  (feet)  COMP
 HP0171  MODELED GRAV-     979,550.1   (mgal)                       NAVD 88
 HP0171
 HP0171  VERT ORDER  -  SECOND    CLASS 0
 HP0171
 HP0171.The horizontal coordinates were scaled from a topographic map and have
 HP0171.an estimated accuracy of +/- 6 seconds.
 HP0171
 HP0171.The orthometric height was determined by differential leveling
 HP0171.and adjusted by the National Geodetic Survey in June 1991..
 HP0171
 HP0171.The geoid height was determined by GEOID03.
 HP0171
 HP0171.The dynamic height is computed by dividing the NAVD 88
 HP0171.geopotential number by the normal gravity value computed on the
 HP0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0171.degrees latitude (g = 980.6199 gals.).
 HP0171
 HP0171.The modeled gravity was interpolated from observed gravity values.
 HP0171
 HP0171;                    North         East    Units  Estimated Accuracy
 HP0171;SPC NV E     - 8,286,710.      239,290.      MT  (+/- 180 meters Scaled)
 HP0171
 HP0171                          SUPERSEDED SURVEY CONTROL
 HP0171
 HP0171  NGVD 29 (??/??/92) 1032.111  (m)         3386.18   (f) ADJ UNCH    2 0
 HP0171
 HP0171.Superseded values are not recommended for survey control.
 HP0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0171.See file dsdata.txt to determine how the superseded data were derived.
 HP0171
 HP0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB647334(NAD 83)
 HP0171_MARKER: DB = BENCH MARK DISK
 HP0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0171_STAMPING: K 312 1941
 HP0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0171+STABILITY: SURFACE MOTION
 HP0171
 HP0171  HISTORY     - Date     Condition        Report By
 HP0171  HISTORY     - 1941     MONUMENTED       CGS
 HP0171  HISTORY     - 1971     GOOD             USGS
 HP0171
 HP0171                          STATION DESCRIPTION
 HP0171
 HP0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0171'3.0 MI SE FROM ALAMO.
 HP0171'ABOUT 3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0171'AT ALAMO, LINCOLN COUNTY, ABOUT 0.3 MILE SOUTHEAST OF A CONCRETE-BLOCK
 HP0171'RANCH HOUSE, ABOUT 135 FEET NORTH OF AND ACROSS THE HIGHWAY FROM A
 HP0171'STEEL GATE IN THE RIGHT-OF-WAY FENCE, 55.0 FEET NORTHEAST OF THE
 HP0171'CENTER LINE OF THE HIGHWAY, 3.0 FEET SOUTH OF A WHITE WOODEN POST
 HP0171'STENCILED U.S.B.M. AND PROJECTING ABOUT 1.8 FEET ABOVE GROUND, AND
 HP0171'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED K 312 1941 AND
 HP0171'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 HP0171'GROUND.
 HP0171
 HP0171                          STATION RECOVERY (1971)
 HP0171
 HP0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HP0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0867 ***********************************************************************
 GR0867  DESIGNATION -  K 313
 GR0867  PID         -  GR0867
 GR0867  STATE/COUNTY-  NV/LINCOLN
 GR0867  USGS QUAD   -  DEAD HORSE RIDGE (1982)
 GR0867
 GR0867                         *CURRENT SURVEY CONTROL
 GR0867  ___________________________________________________________________
 GR0867* NAD 83(1986)-  36 51 40.     (N)    115 17 20.     (W)     SCALED    
 GR0867* NAVD 88     -      1377.873  (meters)    4520.57   (feet)  ADJUSTED  
 GR0867  ___________________________________________________________________
 GR0867  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 GR0867  DYNAMIC HT  -        1376.354 (meters)    4515.59  (feet)  COMP
 GR0867  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 GR0867
 GR0867  VERT ORDER  -  SECOND    CLASS 0
 GR0867
 GR0867.The horizontal coordinates were scaled from a topographic map and have
 GR0867.an estimated accuracy of +/- 6 seconds.
 GR0867
 GR0867.The orthometric height was determined by differential leveling
 GR0867.and adjusted by the National Geodetic Survey in June 1991..
 GR0867
 GR0867.The geoid height was determined by GEOID03.
 GR0867
 GR0867.The dynamic height is computed by dividing the NAVD 88
 GR0867.geopotential number by the normal gravity value computed on the
 GR0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0867.degrees latitude (g = 980.6199 gals.).
 GR0867
 GR0867.The modeled gravity was interpolated from observed gravity values.
 GR0867
 GR0867;                    North         East    Units  Estimated Accuracy
 GR0867;SPC NV E     - 8,234,260.      226,250.      MT  (+/- 180 meters Scaled)
 GR0867
 GR0867                          SUPERSEDED SURVEY CONTROL
 GR0867
 GR0867  NGVD 29 (??/??/92) 1376.984  (m)         4517.65   (f) ADJ UNCH    2 0
 GR0867
 GR0867.Superseded values are not recommended for survey control.
 GR0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0867.See file dsdata.txt to determine how the superseded data were derived.
 GR0867
 GR0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA525808(NAD 83)
 GR0867_MARKER: DB = BENCH MARK DISK
 GR0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0867_SP_SET: CONCRETE POST
 GR0867_STAMPING: K 313 1941
 GR0867_MARK LOGO: CGS   
 GR0867_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0867+STABILITY: SURFACE MOTION
 GR0867
 GR0867  HISTORY     - Date     Condition        Report By
 GR0867  HISTORY     - 1941     MONUMENTED       CGS
 GR0867  HISTORY     - 1973     GOOD             USGS
 GR0867  HISTORY     - 19930309 GOOD             LOCENG
 GR0867
 GR0867                          STATION DESCRIPTION
 GR0867
 GR0867'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR0867'42.0 MI S FROM ALAMO.
 GR0867'ABOUT 12.0 MI SSE ALONG U.S. HWY 93 FROM TH EPOST OFFICE AT ALAMO,
 GR0867'THENCE 16.6 MI SW ALONG GRADED RD TO THE JCT OF AN ABANDONED RD,
 GR0867'THENCE 8.6 MI SSW ALONG ABANDONED RD TO Y-RD, THENCE 4.8 MI SOUTH OF
 GR0867'BLADED RD, 31 FT WEST OF THE CENTERLINE OF THE ROAD, 3.5 FT NORTH OF A
 GR0867'WOODEN POST STENCILED USBM PROJECTING 2 FT ABOVE GROUND AND 0.5 FT
 GR0867'ABOVE THE ROAD.  A STD DISK STAMPED K 313 1941 SET IN TOP OF A
 GR0867'CONCRETE POST PROJECTING 0.6 FT.
 GR0867
 GR0867                          STATION RECOVERY (1993)
 GR0867
 GR0867'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 GR0867'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 GR0867'(3.3 FT) EAST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1075 ***********************************************************************
 GR1075  DESIGNATION -  K 314
 GR1075  PID         -  GR1075
 GR1075  STATE/COUNTY-  NV/CLARK
 GR1075  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1075
 GR1075                         *CURRENT SURVEY CONTROL
 GR1075  ___________________________________________________________________
 GR1075* NAD 83(1986)-  36 05 00.     (N)    115 11 52.     (W)     SCALED    
 GR1075* NAVD 88     -       691.012  (meters)    2267.10   (feet)  ADJUSTED  
 GR1075  ___________________________________________________________________
 GR1075  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GR1075  DYNAMIC HT  -         690.304 (meters)    2264.77  (feet)  COMP
 GR1075  MODELED GRAV-     979,585.7   (mgal)                       NAVD 88
 GR1075
 GR1075  VERT ORDER  -  FIRST     CLASS II
 GR1075
 GR1075.The horizontal coordinates were scaled from a topographic map and have
 GR1075.an estimated accuracy of +/- 6 seconds.
 GR1075
 GR1075.The orthometric height was determined by differential leveling
 GR1075.and adjusted by the National Geodetic Survey in June 1991..
 GR1075
 GR1075.The geoid height was determined by GEOID03.
 GR1075
 GR1075.The dynamic height is computed by dividing the NAVD 88
 GR1075.geopotential number by the normal gravity value computed on the
 GR1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1075.degrees latitude (g = 980.6199 gals.).
 GR1075
 GR1075.The modeled gravity was interpolated from observed gravity values.
 GR1075
 GR1075;                    North         East    Units  Estimated Accuracy
 GR1075;SPC NV E     - 8,147,990.      234,720.      MT  (+/- 180 meters Scaled)
 GR1075
 GR1075                          SUPERSEDED SURVEY CONTROL
 GR1075
 GR1075  NGVD 29 (??/??/92)  690.326  (m)         2264.84   (f) ADJ UNCH    1 2
 GR1075
 GR1075.Superseded values are not recommended for survey control.
 GR1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1075.See file dsdata.txt to determine how the superseded data were derived.
 GR1075
 GR1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV622946(NAD 83)
 GR1075_MARKER: DB = BENCH MARK DISK
 GR1075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR1075_SP_SET: ABUTMENT
 GR1075_STAMPING: K 314 1949
 GR1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1075
 GR1075  HISTORY     - Date     Condition        Report By
 GR1075  HISTORY     - 1949     MONUMENTED       CGS
 GR1075  HISTORY     - 1973     GOOD             NGS
 GR1075  HISTORY     - 1980     GOOD             NGS
 GR1075  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1075
 GR1075                          STATION DESCRIPTION
 GR1075
 GR1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GR1075'6.8 MI S FROM LAS VEGAS.
 GR1075'6.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1075'LAS VEGAS, 16 1/2 POLES SOUTH OF MILE POLE 328, AT BOULDER JUNCTION,
 GR1075'AT CONCRETE BRIDGE 327.48, IN THE TOP OF THE EAST END OF THE SOUTH
 GR1075'ABUTMENT, 5.6 FEET EAST OF THE EAST RAIL OF A SIDE TRACK, AND ABOUT 1
 GR1075'FOOT LOWER THAN THE TOP OF THE RAIL.
 GR1075
 GR1075                          STATION RECOVERY (1973)
 GR1075
 GR1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GR1075'RECOVERED IN GOOD CONDITION.
 GR1075
 GR1075                          STATION RECOVERY (1980)
 GR1075
 GR1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1075'RECOVERED IN GOOD CONDITION.
 GR1075
 GR1075                          STATION RECOVERY (1996)
 GR1075
 GR1075'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0598 ***********************************************************************
 FS0598  DESIGNATION -  K 315
 FS0598  PID         -  FS0598
 FS0598  STATE/COUNTY-  NV/CLARK
 FS0598  USGS QUAD   -  SEARCHLIGHT (1989)
 FS0598
 FS0598                         *CURRENT SURVEY CONTROL
 FS0598  ___________________________________________________________________
 FS0598* NAD 83(1986)-  35 27 46.     (N)    114 54 41.     (W)     SCALED    
 FS0598* NAVD 88     -      1067.508  (meters)    3502.32   (feet)  POSTED    
 FS0598  ___________________________________________________________________
 FS0598  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FS0598  DYNAMIC HT  -        1066.280 (meters)    3498.29  (feet)  COMP
 FS0598  MODELED GRAV-     979,450.4   (mgal)                       NAVD 88
 FS0598
 FS0598  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0598
 FS0598.The horizontal coordinates were scaled from a topographic map and have
 FS0598.an estimated accuracy of +/- 6 seconds.
 FS0598
 FS0598.The orthometric height was determined by differential leveling
 FS0598.and adjusted by the National Geodetic Survey in 1992..
 FS0598.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0598.rate of 1.1 thru 2.0 mm/km.
 FS0598
 FS0598.The geoid height was determined by GEOID03.
 FS0598
 FS0598.The dynamic height is computed by dividing the NAVD 88
 FS0598.geopotential number by the normal gravity value computed on the
 FS0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0598.degrees latitude (g = 980.6199 gals.).
 FS0598
 FS0598.The modeled gravity was interpolated from observed gravity values.
 FS0598
 FS0598;                    North         East    Units  Estimated Accuracy
 FS0598;SPC NV E     - 8,079,280.      260,990.      MT  (+/- 180 meters Scaled)
 FS0598
 FS0598                          SUPERSEDED SURVEY CONTROL
 FS0598
 FS0598  NGVD 29 (??/??/92) 1066.681  (m)         3499.60   (f) ADJ UNCH    1 2
 FS0598
 FS0598.Superseded values are not recommended for survey control.
 FS0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0598.See file dsdata.txt to determine how the superseded data were derived.
 FS0598
 FS0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV895263(NAD 83)
 FS0598_MARKER: DB = BENCH MARK DISK
 FS0598_SETTING: 80 = SET IN A BOULDER
 FS0598_SP_SET: BOULDER
 FS0598_STAMPING: K 315 1949
 FS0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0598+STABILITY: SURFACE MOTION
 FS0598
 FS0598  HISTORY     - Date     Condition        Report By
 FS0598  HISTORY     - 1949     MONUMENTED       CGS
 FS0598  HISTORY     - 1969     GOOD             NGS
 FS0598
 FS0598                          STATION DESCRIPTION
 FS0598
 FS0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FS0598'0.4 MI SE FROM SEARCHLIGHT.
 FS0598'0.4 MILE SOUTHEAST ALONG A GRADED DIRT ROAD (OLD U.S. HIGHWAY
 FS0598'95) FROM THE POST OFFICE AT SEARCHLIGHT, 0.1 MILE NORTHWEST OF
 FS0598'THE JUNCTION OF A DIRT ROAD LEADING EAST TO A CEMETERY, IN THE
 FS0598'TOP OF A LARGE BOULDER AT THE NORTHEAST BASE OF A ROCKY HILL,
 FS0598'93 YARDS NORTHWEST OF A POINT WHERE A POWER LINE CROSSES THE
 FS0598'ROAD, 13 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD AND
 FS0598'ABOUT 4 FEET HIGHER THAN THE ROAD.
 FS0598
 FS0598                          STATION RECOVERY (1969)
 FS0598
 FS0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1251 ***********************************************************************
 KR1251  DESIGNATION -  K 316
 KR1251  PID         -  KR1251
 KR1251  STATE/COUNTY-  NV/WASHOE
 KR1251  USGS QUAD   -  VISTA (1982)
 KR1251
 KR1251                         *CURRENT SURVEY CONTROL
 KR1251  ___________________________________________________________________
 KR1251* NAD 83(1986)-  39 31 33.     (N)    119 42 53.     (W)     SCALED    
 KR1251* NAVD 88     -      1338.395  (meters)    4391.05   (feet)  ADJUSTED  
 KR1251  ___________________________________________________________________
 KR1251  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR1251  DYNAMIC HT  -        1337.198 (meters)    4387.12  (feet)  COMP
 KR1251  MODELED GRAV-     979,686.7   (mgal)                       NAVD 88
 KR1251
 KR1251  VERT ORDER  -  FIRST     CLASS II
 KR1251
 KR1251.The horizontal coordinates were scaled from a topographic map and have
 KR1251.an estimated accuracy of +/- 6 seconds.
 KR1251
 KR1251.The orthometric height was determined by differential leveling
 KR1251.and adjusted by the National Geodetic Survey in June 1991..
 KR1251
 KR1251.The geoid height was determined by GEOID03.
 KR1251
 KR1251.The dynamic height is computed by dividing the NAVD 88
 KR1251.geopotential number by the normal gravity value computed on the
 KR1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1251.degrees latitude (g = 980.6199 gals.).
 KR1251
 KR1251.The modeled gravity was interpolated from observed gravity values.
 KR1251
 KR1251;                    North         East    Units  Estimated Accuracy
 KR1251;SPC NV W     - 4,530,580.      702,730.      MT  (+/- 180 meters Scaled)
 KR1251
 KR1251                          SUPERSEDED SURVEY CONTROL
 KR1251
 KR1251  NGVD 29 (??/??/92) 1337.336  (m)         4387.58   (f) ADJ UNCH    1 2
 KR1251
 KR1251.Superseded values are not recommended for survey control.
 KR1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1251.See file dsdata.txt to determine how the superseded data were derived.
 KR1251
 KR1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD666786(NAD 83)
 KR1251_MARKER: P = PIPE CAP
 KR1251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR1251_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR1251_STAMPING: K 316 1951
 KR1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1251
 KR1251  HISTORY     - Date     Condition        Report By
 KR1251  HISTORY     - 1951     MONUMENTED       CGS
 KR1251  HISTORY     - 1953     GOOD             NGS
 KR1251  HISTORY     - 1975     MARK NOT FOUND   USGS
 KR1251  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1251
 KR1251                          STATION DESCRIPTION
 KR1251
 KR1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR1251'1.0 MI W FROM VISTA.
 KR1251'0.1 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1251'SIDING SIGN AT VISTA, THENCE 0.9 MILE WEST ALONG KLEPPE ROAD, AT THE
 KR1251'CIVIL AIR PATROL AIRPORT, 240.2 FEET WEST OF THE SOUTHWEST CORNER OF
 KR1251'THE MAIN HANGAR, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD, 15.5
 KR1251'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A SMALL CORRUGATED METAL
 KR1251'HANGAR, 3 1/2 FEET EAST OF POWER LINE POLE 24543, IN LINE WITH A ROW
 KR1251'OF POWER LINE POLES, 2.3 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL
 KR1251'WITH THE ROAD, AND WELDED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 KR1251'0.5 FOOT ABOVE THE GROUND.
 KR1251
 KR1251                          STATION RECOVERY (1975)
 KR1251
 KR1251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KR1251'MARK NOT FOUND.
 KR1251
 KR1251                          STATION RECOVERY (2003)
 KR1251
 KR1251'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1252 ***********************************************************************
 KR1252  DESIGNATION -  K 316 RESET
 KR1252  PID         -  KR1252
 KR1252  STATE/COUNTY-  NV/WASHOE
 KR1252  USGS QUAD   -  VISTA (1982)
 KR1252
 KR1252                         *CURRENT SURVEY CONTROL
 KR1252  ___________________________________________________________________
 KR1252* NAD 83(1986)-  39 31 33.     (N)    119 42 53.     (W)     SCALED    
 KR1252* NAVD 88     -      1338.38   (+/-2cm)    4391.0    (feet)  VERTCON   
 KR1252  ___________________________________________________________________
 KR1252  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR1252
 KR1252  VERT ORDER  -  THIRD (See Below)
 KR1252
 KR1252.The horizontal coordinates were scaled from a topographic map and have
 KR1252.an estimated accuracy of +/- 6 seconds.
 KR1252
 KR1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1252.The vertical order pertains to the NGVD 29 superseded value.
 KR1252
 KR1252.The geoid height was determined by GEOID03.
 KR1252
 KR1252;                    North         East    Units  Estimated Accuracy
 KR1252;SPC NV W     - 4,530,580.      702,730.      MT  (+/- 180 meters Scaled)
 KR1252
 KR1252                          SUPERSEDED SURVEY CONTROL
 KR1252
 KR1252  NGVD 29 (??/??/??) 1337.33   (m)         4387.6    (f) RESET       3  
 KR1252
 KR1252.Superseded values are not recommended for survey control.
 KR1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1252.See file dsdata.txt to determine how the superseded data were derived.
 KR1252
 KR1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD666786(NAD 83)
 KR1252_MARKER: DD = SURVEY DISK
 KR1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1252_STAMPING: K 316 1951 RESET 1969
 KR1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1252+STABILITY: SURFACE MOTION
 KR1252
 KR1252  HISTORY     - Date     Condition        Report By
 KR1252  HISTORY     - 1969     MONUMENTED       NVDH
 KR1252
 KR1252                          STATION DESCRIPTION
 KR1252
 KR1252'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1969
 KR1252'1 MI W FROM VISTA.
 KR1252'ABOUT 1 MILE WEST ALONG KLEPPE ROAD FROM VISTA, AT THE CIVIL AIR
 KR1252'PATROL AIRPORT, 126 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE NEW
 KR1252'MENTZER DIESEL BUILDING, 27 FEET NORTH OF THE CENTER LINE OF KLEPPE
 KR1252'ROAD, 14 FEET SOUTHWEST OF A FENCE CORNER, 14 FEET WEST OF A POWER
 KR1252'LINE POLE, 3 FEET SOUTH OF A FENCE LINE, SET IN THE TOP OF A CONCRETE
 KR1252'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0148 ***********************************************************************
 LS0148  DESIGNATION -  K 317
 LS0148  PID         -  LS0148
 LS0148  STATE/COUNTY-  NV/PERSHING
 LS0148  USGS QUAD   -  LOVELOCK (1987)
 LS0148
 LS0148                         *CURRENT SURVEY CONTROL
 LS0148  ___________________________________________________________________
 LS0148* NAD 83(1986)-  40 08 59.     (N)    118 29 42.     (W)     SCALED    
 LS0148* NAVD 88     -      1206.418  (meters)    3958.06   (feet)  ADJUSTED  
 LS0148  ___________________________________________________________________
 LS0148  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 LS0148  DYNAMIC HT  -        1205.452 (meters)    3954.89  (feet)  COMP
 LS0148  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 LS0148
 LS0148  VERT ORDER  -  FIRST     CLASS II
 LS0148
 LS0148.The horizontal coordinates were scaled from a topographic map and have
 LS0148.an estimated accuracy of +/- 6 seconds.
 LS0148
 LS0148.The orthometric height was determined by differential leveling
 LS0148.and adjusted by the National Geodetic Survey in June 1991..
 LS0148
 LS0148.The geoid height was determined by GEOID03.
 LS0148
 LS0148.The dynamic height is computed by dividing the NAVD 88
 LS0148.geopotential number by the normal gravity value computed on the
 LS0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0148.degrees latitude (g = 980.6199 gals.).
 LS0148
 LS0148.The modeled gravity was interpolated from observed gravity values.
 LS0148
 LS0148;                    North         East    Units  Estimated Accuracy
 LS0148;SPC NV W     - 4,599,240.      807,530.      MT  (+/- 180 meters Scaled)
 LS0148
 LS0148                          SUPERSEDED SURVEY CONTROL
 LS0148
 LS0148  NGVD 29 (??/??/92) 1205.488  (m)         3955.01   (f) ADJ UNCH    1 2
 LS0148
 LS0148.Superseded values are not recommended for survey control.
 LS0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0148.See file dsdata.txt to determine how the superseded data were derived.
 LS0148
 LS0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE726454(NAD 83)
 LS0148_MARKER: DB = BENCH MARK DISK
 LS0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0148_SP_SET: CONCRETE POST
 LS0148_STAMPING: K 317 1951
 LS0148_MARK LOGO: CGS   
 LS0148_PROJECTION: PROJECTING 15 CENTIMETERS
 LS0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0148+STABILITY: SURFACE MOTION
 LS0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0148+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 LS0148
 LS0148  HISTORY     - Date     Condition        Report By
 LS0148  HISTORY     - 1951     MONUMENTED       CGS
 LS0148  HISTORY     - 1957     GOOD             NGS
 LS0148  HISTORY     - 1986     GOOD             NGS
 LS0148  HISTORY     - 20020730 GOOD             NVGS
 LS0148
 LS0148                          STATION DESCRIPTION
 LS0148
 LS0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LS0148'2.35 MI SW FROM LOVELOCK.
 LS0148'2.35 MILES SOUTHWEST ALONG THE RAILROAD TRACKS FROM THE SOUTHERN
 LS0148'PACIFIC COMPANY STATION AT LOVELOCK, AT MILEPOLE NO. 342, 90.7 FEET
 LS0148'NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHWEST-BOUND TRACK, 67.2
 LS0148'FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 40, 39.5 FEET
 LS0148'SOUTHWEST OF MILEPOLE 342, 3.1 FEET SOUTHEAST OF THE NORTHEAST AND
 LS0148'SOUTHWEST FENCE LINE, 1.9 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET
 LS0148'LOWER THAN THE TOP OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 LS0148'PROJECTING 0.5 FEET ABOVE THE GROUND.
 LS0148
 LS0148                          STATION RECOVERY (1957)
 LS0148
 LS0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0148'RECOVERED IN GOOD CONDITION.
 LS0148
 LS0148                          STATION RECOVERY (1986)
 LS0148
 LS0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0148'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LS0148'MI) SOUTHWEST ALONG CORNELL AVENUE FROM THE INTERSECTION OF MAIN STREE
 LS0148'IN LOVELOCK, THENCE 2.6 KM (1.6 MI) SOUTHWEST ALONG LOWER VALLEY ROAD
 LS0148'(OLD US HIGHWAY 40), 0.24 KM (0.15 MI) SOUTHWEST OF MILEPOST 15,
 LS0148'20.4 METERS (67.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 LS0148'27.6 METERS (90.5 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 LS0148'1 OF 2 SOUTHERN PACIFIC COMPANY RAILROAD TRACKS, 12.0 METERS (39.5 FT)
 LS0148'SOUTHWEST OF RAILROAD MILEPOST 342.
 LS0148'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LS0148'THE MARK IS 0.6 M BELOW THE ROAD.
 LS0148
 LS0148                          STATION RECOVERY (2002)
 LS0148
 LS0148'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 LS0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0046 ***********************************************************************
 MU0046  DESIGNATION -  K 318
 MU0046  PID         -  MU0046
 MU0046  STATE/COUNTY-  NV/ELKO
 MU0046  USGS QUAD   -  OWYHEE (1971)
 MU0046
 MU0046                         *CURRENT SURVEY CONTROL
 MU0046  ___________________________________________________________________
 MU0046* NAD 83(1986)-  41 55 28.     (N)    116 05 12.     (W)     SCALED    
 MU0046* NAVD 88     -      1655.591  (meters)    5431.72   (feet)  ADJUSTED  
 MU0046  ___________________________________________________________________
 MU0046  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 MU0046  DYNAMIC HT  -        1654.390 (meters)    5427.78  (feet)  COMP
 MU0046  MODELED GRAV-     979,838.4   (mgal)                       NAVD 88
 MU0046
 MU0046  VERT ORDER  -  SECOND    CLASS 0
 MU0046
 MU0046.The horizontal coordinates were scaled from a topographic map and have
 MU0046.an estimated accuracy of +/- 6 seconds.
 MU0046
 MU0046.The orthometric height was determined by differential leveling
 MU0046.and adjusted by the National Geodetic Survey in June 1991..
 MU0046
 MU0046.The geoid height was determined by GEOID03.
 MU0046
 MU0046.The dynamic height is computed by dividing the NAVD 88
 MU0046.geopotential number by the normal gravity value computed on the
 MU0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0046.degrees latitude (g = 980.6199 gals.).
 MU0046
 MU0046.The modeled gravity was interpolated from observed gravity values.
 MU0046
 MU0046;                    North         East    Units  Estimated Accuracy
 MU0046;SPC NV E     - 8,796,430.      158,250.      MT  (+/- 180 meters Scaled)
 MU0046
 MU0046                          SUPERSEDED SURVEY CONTROL
 MU0046
 MU0046  NGVD 29 (??/??/92) 1654.422  (m)         5427.88   (f) ADJ UNCH    2 0
 MU0046
 MU0046.Superseded values are not recommended for survey control.
 MU0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0046.See file dsdata.txt to determine how the superseded data were derived.
 MU0046
 MU0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG757417(NAD 83)
 MU0046_MARKER: DB = BENCH MARK DISK
 MU0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MU0046_SP_SET: DAM
 MU0046_STAMPING: K 318 1951
 MU0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0046
 MU0046  HISTORY     - Date     Condition        Report By
 MU0046  HISTORY     - 1951     MONUMENTED       CGS
 MU0046  HISTORY     - 1970     GOOD             USGS
 MU0046
 MU0046                          STATION DESCRIPTION
 MU0046
 MU0046'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 MU0046'0.5 MI SE FROM OWYHEE.
 MU0046'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE GRADE SCHOOL AT
 MU0046'OWYHEE, THENCE 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 11 A, THENCE
 MU0046'0.1 MILES SOUTH ALONG A GRAVEL ROAD, IN THE TOP OF THE NORTH CONCRETE
 MU0046'HEADWALL AT A DIVERSION DAM, 59 1/2 FEET SOUTH OF A T JUNCTION OF A
 MU0046'DIRT ROAD LEADING WEST ALONG A CREEK, 7.7 FEET EAST OF THE WEST END OF
 MU0046'THE NORTH CONCRETE HEADWALL, AT THE TOP OF A LADDER, 6.4 FEET WEST OF
 MU0046'A HEADGATE VALVE, AND SET ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0587 ***********************************************************************
 MT0587  DESIGNATION -  K 319
 MT0587  PID         -  MT0587
 MT0587  STATE/COUNTY-  NV/ELKO
 MT0587  USGS QUAD   -  MERRITT MOUNTAIN (1986)
 MT0587
 MT0587                         *CURRENT SURVEY CONTROL
 MT0587  ___________________________________________________________________
 MT0587* NAD 83(1986)-  41 47 04.     (N)    115 47 54.     (W)     SCALED    
 MT0587* NAVD 88     -      2019.916  (meters)    6627.01   (feet)  ADJUSTED  
 MT0587  ___________________________________________________________________
 MT0587  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 MT0587  DYNAMIC HT  -        2018.300 (meters)    6621.71  (feet)  COMP
 MT0587  MODELED GRAV-     979,749.8   (mgal)                       NAVD 88
 MT0587
 MT0587  VERT ORDER  -  SECOND    CLASS 0
 MT0587
 MT0587.The horizontal coordinates were scaled from a topographic map and have
 MT0587.an estimated accuracy of +/- 6 seconds.
 MT0587
 MT0587.The orthometric height was determined by differential leveling
 MT0587.and adjusted by the National Geodetic Survey in June 1991..
 MT0587
 MT0587.The geoid height was determined by GEOID03.
 MT0587
 MT0587.The dynamic height is computed by dividing the NAVD 88
 MT0587.geopotential number by the normal gravity value computed on the
 MT0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0587.degrees latitude (g = 980.6199 gals.).
 MT0587
 MT0587.The modeled gravity was interpolated from observed gravity values.
 MT0587
 MT0587;                    North         East    Units  Estimated Accuracy
 MT0587;SPC NV E     - 8,780,780.      182,130.      MT  (+/- 180 meters Scaled)
 MT0587
 MT0587                          SUPERSEDED SURVEY CONTROL
 MT0587
 MT0587  NGVD 29 (??/??/92) 2018.658  (m)         6622.88   (f) ADJ UNCH    2 0
 MT0587
 MT0587.Superseded values are not recommended for survey control.
 MT0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0587.See file dsdata.txt to determine how the superseded data were derived.
 MT0587
 MT0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG998265(NAD 83)
 MT0587_MARKER: DB = BENCH MARK DISK
 MT0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0587_STAMPING: K 319 1951
 MT0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0587+STABILITY: SURFACE MOTION
 MT0587
 MT0587  HISTORY     - Date     Condition        Report By
 MT0587  HISTORY     - 1951     MONUMENTED       CGS
 MT0587
 MT0587                          STATION DESCRIPTION
 MT0587
 MT0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0587'12.1 MI E FROM MOUNTAIN CITY.
 MT0587'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0587'MOUNTAIN CITY, THENCE 11.1 MILES EAST ALONG A GRAVEL ROAD, 41 1/2 FEET
 MT0587'NORTHEAST OF THE CENTER OF A CATTLE GUARD AND THE ROAD, 5.4 FEET
 MT0587'NORTHEAST OF A GATE POST, 2.4 FEET NORTHWEST OF A FENCE LINE, 1.8 FEET
 MT0587'SOUTHWEST OF A WITNESS POST, ABOUT 1/2-FOOT HIGHER THAN THE ROAD, AND
 MT0587'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE
 MT0587'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0162 ***********************************************************************
 KP0162  DESIGNATION -  K 32
 KP0162  PID         -  KP0162
 KP0162  STATE/COUNTY-  NV/WHITE PINE
 KP0162  USGS QUAD   -  PRESTON RESERVOIR (1990)
 KP0162
 KP0162                         *CURRENT SURVEY CONTROL
 KP0162  ___________________________________________________________________
 KP0162* NAD 83(1986)-  39 06 35.     (N)    115 04 12.     (W)     SCALED    
 KP0162* NAVD 88     -      1891.971  (meters)    6207.24   (feet)  POSTED    
 KP0162  ___________________________________________________________________
 KP0162  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 KP0162  DYNAMIC HT  -        1889.940 (meters)    6200.58  (feet)  COMP
 KP0162  MODELED GRAV-     979,488.9   (mgal)                       NAVD 88
 KP0162
 KP0162  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KP0162
 KP0162.The horizontal coordinates were scaled from a topographic map and have
 KP0162.an estimated accuracy of +/- 6 seconds.
 KP0162
 KP0162.The orthometric height was determined by differential leveling
 KP0162.and adjusted by the National Geodetic Survey in 1992..
 KP0162.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KP0162.rate of 1.1 thru 2.0 mm/km.
 KP0162
 KP0162.The geoid height was determined by GEOID03.
 KP0162
 KP0162.The dynamic height is computed by dividing the NAVD 88
 KP0162.geopotential number by the normal gravity value computed on the
 KP0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0162.degrees latitude (g = 980.6199 gals.).
 KP0162
 KP0162.The modeled gravity was interpolated from observed gravity values.
 KP0162
 KP0162;                    North         East    Units  Estimated Accuracy
 KP0162;SPC NV E     - 8,483,900.      244,400.      MT  (+/- 180 meters Scaled)
 KP0162
 KP0162                          SUPERSEDED SURVEY CONTROL
 KP0162
 KP0162  NGVD 29 (??/??/92) 1890.730  (m)         6203.17   (f) ADJ UNCH    1 2
 KP0162
 KP0162.Superseded values are not recommended for survey control.
 KP0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0162.See file dsdata.txt to determine how the superseded data were derived.
 KP0162
 KP0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD668307(NAD 83)
 KP0162_MARKER: DB = BENCH MARK DISK
 KP0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0162_STAMPING: 6203.170 K 32 1933
 KP0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0162+STABILITY: SURFACE MOTION
 KP0162
 KP0162  HISTORY     - Date     Condition        Report By
 KP0162  HISTORY     - 1933     MONUMENTED       CGS
 KP0162  HISTORY     - 1934     GOOD             NGS
 KP0162
 KP0162                          STATION DESCRIPTION
 KP0162
 KP0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0162'15.6 MI SW FROM ELY.
 KP0162'ABOUT 15.6 MILES SOUTHWEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4
 KP0162'FROM ELY, WHITE PINE COUNTY, AND 35 FEET EAST OF THE CENTER LINE OF
 KP0162'THE OLD HIGHWAY.  A STANDARD DISK, STAMPED 6203.170 K 32 1933 AND SET
 KP0162'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 KP0162
 KP0162                          STATION RECOVERY (1934)
 KP0162
 KP0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0355 ***********************************************************************
 JR0355  DESIGNATION -  K 320
 JR0355  PID         -  JR0355
 JR0355  STATE/COUNTY-  NV/LYON
 JR0355  USGS QUAD   -  YERINGTON (1986)
 JR0355
 JR0355                         *CURRENT SURVEY CONTROL
 JR0355  ___________________________________________________________________
 JR0355* NAD 83(1986)-  38 57 49.     (N)    119 11 19.     (W)     SCALED    
 JR0355* NAVD 88     -      1347.37   (+/-2cm)    4420.5    (feet)  VERTCON   
 JR0355  ___________________________________________________________________
 JR0355  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 JR0355
 JR0355  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0355
 JR0355.The horizontal coordinates were scaled from a topographic map and have
 JR0355.an estimated accuracy of +/- 6 seconds.
 JR0355
 JR0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0355.The vertical order pertains to the NGVD 29 superseded value.
 JR0355
 JR0355.The geoid height was determined by GEOID03.
 JR0355
 JR0355;                    North         East    Units  Estimated Accuracy
 JR0355;SPC NV W     - 4,467,730.      747,550.      MT  (+/- 180 meters Scaled)
 JR0355
 JR0355                          SUPERSEDED SURVEY CONTROL
 JR0355
 JR0355  NGVD 29 (??/??/92) 1346.32   (m)         4417.1    (f) COMPUTED    2 0
 JR0355
 JR0355.Superseded values are not recommended for survey control.
 JR0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0355.See file dsdata.txt to determine how the superseded data were derived.
 JR0355
 JR0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD103150(NAD 83)
 JR0355_MARKER: DB = BENCH MARK DISK
 JR0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0355_STAMPING: K 320 1951
 JR0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0355+STABILITY: SURFACE MOTION
 JR0355
 JR0355  HISTORY     - Date     Condition        Report By
 JR0355  HISTORY     - 1951     MONUMENTED       CGS
 JR0355  HISTORY     - 1968     GOOD             NGS
 JR0355
 JR0355                          STATION DESCRIPTION
 JR0355
 JR0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JR0355'2.6 MI SW FROM YERINGTON.
 JR0355'1.2 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE AT
 JR0355'YERINGTON, THENCE 1.4 MILES SOUTH ALONG A GRAVEL ROAD LEADING
 JR0355'TO MASON, ON THE TOP OF A SMALL RISE OVERLOOKING THE WALKER RIVER
 JR0355'TO THE EAST, 1.1 MILES NORTH OF MASON, 0.6 MILES SOUTH OF A FEED
 JR0355'MILL EAST OF THE ROAD, 21 FEET EAST OF THE CENTER OF THE ROAD,
 JR0355'3 FEET NORTH OF A TELEPHONE POLE, 2.2 FEET NORTH OF A WITNESS
 JR0355'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTIONG 0.8
 JR0355'FEET ABOVE THE GROUND.
 JR0355
 JR0355                          STATION RECOVERY (1968)
 JR0355
 JR0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JR0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0561 ***********************************************************************
 KR0561  DESIGNATION -  K 321
 KR0561  PID         -  KR0561
 KR0561  STATE/COUNTY-  NV/CHURCHILL
 KR0561  USGS QUAD   -  SODA LAKE WEST (1985)
 KR0561
 KR0561                         *CURRENT SURVEY CONTROL
 KR0561  ___________________________________________________________________
 KR0561* NAD 83(1986)-  39 30 17.     (N)    118 58 18.     (W)     SCALED    
 KR0561* NAVD 88     -      1243.79   (+/-2cm)    4080.7    (feet)  VERTCON   
 KR0561  ___________________________________________________________________
 KR0561  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 KR0561
 KR0561  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0561
 KR0561.The horizontal coordinates were scaled from a topographic map and have
 KR0561.an estimated accuracy of +/- 6 seconds.
 KR0561
 KR0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0561.The vertical order pertains to the NGVD 29 superseded value.
 KR0561
 KR0561.The geoid height was determined by GEOID03.
 KR0561
 KR0561;                    North         East    Units  Estimated Accuracy
 KR0561;SPC NV W     - 4,527,700.      766,600.      MT  (+/- 180 meters Scaled)
 KR0561
 KR0561                          SUPERSEDED SURVEY CONTROL
 KR0561
 KR0561  NGVD 29 (??/??/92) 1242.830  (m)         4077.52   (f) ADJ UNCH    2 0
 KR0561
 KR0561.Superseded values are not recommended for survey control.
 KR0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0561.See file dsdata.txt to determine how the superseded data were derived.
 KR0561
 KR0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD304746(NAD 83)
 KR0561_MARKER: DB = BENCH MARK DISK
 KR0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0561_STAMPING: K 321 1951
 KR0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0561+STABILITY: SURFACE MOTION
 KR0561
 KR0561  HISTORY     - Date     Condition        Report By
 KR0561  HISTORY     - 1951     MONUMENTED       CGS
 KR0561
 KR0561                          STATION DESCRIPTION
 KR0561
 KR0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0561'10.9 MI NW FROM FALLON.
 KR0561'9.2 MILES NORTHWEST ALONG U. S. HIGHWAY 95 AND 50 FROM THE POST OFFICE
 KR0561'IN FALLON, THENCE 1.7 MILES WEST ALONG U. S. HIGHWAY 50, 41 FEET SOUTH
 KR0561'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A WITNESS POST,
 KR0561'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KR0561'PROJECTING 0.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0404 ***********************************************************************
 MT0404  DESIGNATION -  K 322
 MT0404  PID         -  MT0404
 MT0404  STATE/COUNTY-  NV/ELKO
 MT0404  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0404
 MT0404                         *CURRENT SURVEY CONTROL
 MT0404  ___________________________________________________________________
 MT0404* NAD 83(1986)-  41 59 51.     (N)    115 25 23.     (W)     SCALED    
 MT0404* NAVD 88     -      1746.980  (meters)    5731.55   (feet)  ADJUSTED  
 MT0404  ___________________________________________________________________
 MT0404  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 MT0404  DYNAMIC HT  -        1745.685 (meters)    5727.30  (feet)  COMP
 MT0404  MODELED GRAV-     979,819.2   (mgal)                       NAVD 88
 MT0404
 MT0404  VERT ORDER  -  SECOND    CLASS 0
 MT0404
 MT0404.The horizontal coordinates were scaled from a topographic map and have
 MT0404.an estimated accuracy of +/- 6 seconds.
 MT0404
 MT0404.The orthometric height was determined by differential leveling
 MT0404.and adjusted by the National Geodetic Survey in June 1991..
 MT0404
 MT0404.The geoid height was determined by GEOID03.
 MT0404
 MT0404.The dynamic height is computed by dividing the NAVD 88
 MT0404.geopotential number by the normal gravity value computed on the
 MT0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0404.degrees latitude (g = 980.6199 gals.).
 MT0404
 MT0404.The modeled gravity was interpolated from observed gravity values.
 MT0404
 MT0404;                    North         East    Units  Estimated Accuracy
 MT0404;SPC NV E     - 8,804,430.      213,280.      MT  (+/- 180 meters Scaled)
 MT0404
 MT0404                          SUPERSEDED SURVEY CONTROL
 MT0404
 MT0404  NGVD 29 (??/??/92) 1745.821  (m)         5727.75   (f) ADJ UNCH    2 0
 MT0404
 MT0404.Superseded values are not recommended for survey control.
 MT0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0404.See file dsdata.txt to determine how the superseded data were derived.
 MT0404
 MT0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG306507(NAD 83)
 MT0404_MARKER: DB = BENCH MARK DISK
 MT0404_SETTING: 80 = SET IN A BOULDER
 MT0404_STAMPING: K 322 1951
 MT0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0404+STABILITY: SURFACE MOTION
 MT0404
 MT0404  HISTORY     - Date     Condition        Report By
 MT0404  HISTORY     - 1951     MONUMENTED       CGS
 MT0404
 MT0404                          STATION DESCRIPTION
 MT0404
 MT0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0404'11.3 MI N FROM JARBIDGE.
 MT0404'10.2 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL HOUSE IN
 MT0404'JARBIDGE, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVEL ROAD, 1.45 MILES
 MT0404'NORTH OF THE LARIOS RANCH, ABOUT 130 FEET WEST OF BUCK CREEK, 75 FEET
 MT0404'SOUTH OF THE IDAHO STATE LINE, 54 FEET WEST OF THE CENTER LINE OF THE
 MT0404'ROAD, IN THE TOP OF A LARGE LAVA BOULDER, AT A WIDE TURN-OUT, 39 FEET
 MT0404'NORTH OF AN 8-INCH CEDAR TREE, ABOUT 25 FEET HIGHER THAN THE ROAD, AND
 MT0404'MARKED WITH WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0973 ***********************************************************************
 KR0973  DESIGNATION -  K 323
 KR0973  PID         -  KR0973
 KR0973  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0973  USGS QUAD   -  CARSON CITY (1994)
 KR0973
 KR0973                         *CURRENT SURVEY CONTROL
 KR0973  ___________________________________________________________________
 KR0973* NAD 83(1986)-  39 11 30.     (N)    119 45 24.     (W)     SCALED    
 KR0973* NAVD 88     -      1433.79   (+/-2cm)    4704.0    (feet)  VERTCON   
 KR0973  ___________________________________________________________________
 KR0973  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KR0973
 KR0973  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0973
 KR0973.The horizontal coordinates were scaled from a topographic map and have
 KR0973.an estimated accuracy of +/- 6 seconds.
 KR0973
 KR0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0973.The vertical order pertains to the NGVD 29 superseded value.
 KR0973
 KR0973.The geoid height was determined by GEOID03.
 KR0973
 KR0973;                    North         East    Units  Estimated Accuracy
 KR0973;SPC NV W     - 4,493,530.      698,640.      MT  (+/- 180 meters Scaled)
 KR0973
 KR0973                          SUPERSEDED SURVEY CONTROL
 KR0973
 KR0973  NGVD 29 (??/??/92) 1432.68   (m)         4700.4    (f) COMPUTED    1 2
 KR0973
 KR0973.Superseded values are not recommended for survey control.
 KR0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0973.See file dsdata.txt to determine how the superseded data were derived.
 KR0973
 KR0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD619416(NAD 83)
 KR0973_MARKER: DD = SURVEY DISK
 KR0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0973_STAMPING: K 323
 KR0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0973+STABILITY: SURFACE MOTION
 KR0973
 KR0973  HISTORY     - Date     Condition        Report By
 KR0973  HISTORY     - UNK      MONUMENTED       NVDH
 KR0973  HISTORY     - 1953     GOOD             NGS
 KR0973  HISTORY     - 1970     MARK NOT FOUND   NGS
 KR0973
 KR0973                          STATION DESCRIPTION
 KR0973
 KR0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0973'2.0 MI NE FROM CARSON CITY.
 KR0973'1.0 MILE NORTH ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT CARSON
 KR0973'CITY, THENCE 1.0 MILE NORTHEAST ALONG AN ASPHALT ROAD, NEAR THE
 KR0973'SOUTHWEST END OF A CURVE, 62 FEET SOUTHWEST OF POWER LINE POLE 18012,
 KR0973'38.2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 4.1 FEET NORTHWEST
 KR0973'OF A FENCE, 8.2 FEET NORTHWEST OF A 4- BY 4-FOOT WOODEN POST STENCILED
 KR0973'NEV. HIWAY DEPT., ABOUT 3 FEET LOWER THAN THE ROAD, FLUSH WITH THE
 KR0973'GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 KR0973
 KR0973                          STATION RECOVERY (1970)
 KR0973
 KR0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KR0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1113 ***********************************************************************
 KR1113  DESIGNATION -  K 323
 KR1113  PID         -  KR1113
 KR1113  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1113  USGS QUAD   -  CARSON CITY (1994)
 KR1113
 KR1113                         *CURRENT SURVEY CONTROL
 KR1113  ___________________________________________________________________
 KR1113* NAD 83(1986)-  39 07 59.     (N)    119 46 11.     (W)     SCALED    
 KR1113* NAVD 88     -      1449.32   (+/-2cm)    4755.0    (feet)  VERTCON   
 KR1113  ___________________________________________________________________
 KR1113  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 KR1113
 KR1113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1113
 KR1113.The horizontal coordinates were scaled from a topographic map and have
 KR1113.an estimated accuracy of +/- 6 seconds.
 KR1113
 KR1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1113.The vertical order pertains to the NGVD 29 superseded value.
 KR1113
 KR1113.The geoid height was determined by GEOID03.
 KR1113
 KR1113;                    North         East    Units  Estimated Accuracy
 KR1113;SPC NV W     - 4,487,040.      697,430.      MT  (+/- 180 meters Scaled)
 KR1113
 KR1113                          SUPERSEDED SURVEY CONTROL
 KR1113
 KR1113  NGVD 29 (??/??/92) 1448.19   (m)         4751.3    (f) COMPUTED    2 0
 KR1113
 KR1113.Superseded values are not recommended for survey control.
 KR1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1113.See file dsdata.txt to determine how the superseded data were derived.
 KR1113
 KR1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD605351(NAD 83)
 KR1113_MARKER: DB = BENCH MARK DISK
 KR1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1113_STAMPING: K 323 1951
 KR1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1113+STABILITY: SURFACE MOTION
 KR1113
 KR1113  HISTORY     - Date     Condition        Report By
 KR1113  HISTORY     - 1951     MONUMENTED       CGS
 KR1113
 KR1113                          STATION DESCRIPTION
 KR1113
 KR1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR1113'2.1 MI S FROM CARSON CITY.
 KR1113'ABOUT 2.1 MILES SOUTH ALONG U. S. HIGHWAY 395 FROM THE STATE CAPITOL
 KR1113'AT CARSON CITY, AT A POINT WHERE A NORTHEAST TO SOUTHWEST POWER LINE
 KR1113'CROSSES OVER THE HIGHWAY, AT THE JUNCTION OF A TRACK ROAD LEADING
 KR1113'SOUTHWEST, 0.4 MILES NORTH OF A ROAD LEADING SOUTHEAST TO STEWART,
 KR1113'52.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET SOUTH OF THE
 KR1113'CENTER LINE OF THE TRACK ROAD, 4 1/2 FEET NORTH OF POWER LINE POLE NO.
 KR1113'36926, 2.2 FEET SOUTH OF A WITNESS POST, ABOUT ONE FOOT LOWER THAN THE
 KR1113'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET
 KR1113'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0010 ***********************************************************************
 MT0010  DESIGNATION -  K 323
 MT0010  PID         -  MT0010
 MT0010  STATE/COUNTY-  NV/ELKO
 MT0010  USGS QUAD   -  GOLLAHER MOUNTAIN (1989)
 MT0010
 MT0010                         *CURRENT SURVEY CONTROL
 MT0010  ___________________________________________________________________
 MT0010* NAD 83(1986)-  41 57 52.     (N)    114 22 33.     (W)     SCALED    
 MT0010* NAVD 88     -      1771.085  (meters)    5810.63   (feet)  ADJUSTED  
 MT0010  ___________________________________________________________________
 MT0010  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 MT0010  DYNAMIC HT  -        1769.771 (meters)    5806.32  (feet)  COMP
 MT0010  MODELED GRAV-     979,817.5   (mgal)                       NAVD 88
 MT0010
 MT0010  VERT ORDER  -  SECOND    CLASS 0
 MT0010
 MT0010.The horizontal coordinates were scaled from a topographic map and have
 MT0010.an estimated accuracy of +/- 6 seconds.
 MT0010
 MT0010.The orthometric height was determined by differential leveling
 MT0010.and adjusted by the National Geodetic Survey in June 1991..
 MT0010
 MT0010.The geoid height was determined by GEOID03.
 MT0010
 MT0010.The dynamic height is computed by dividing the NAVD 88
 MT0010.geopotential number by the normal gravity value computed on the
 MT0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0010.degrees latitude (g = 980.6199 gals.).
 MT0010
 MT0010.The modeled gravity was interpolated from observed gravity values.
 MT0010
 MT0010;                    North         East    Units  Estimated Accuracy
 MT0010;SPC NV E     - 8,801,450.      300,090.      MT  (+/- 180 meters Scaled)
 MT0010
 MT0010                          SUPERSEDED SURVEY CONTROL
 MT0010
 MT0010  NGVD 29 (??/??/92) 1769.933  (m)         5806.86   (f) ADJ UNCH    2 0
 MT0010
 MT0010.Superseded values are not recommended for survey control.
 MT0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0010.See file dsdata.txt to determine how the superseded data were derived.
 MT0010
 MT0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG174491(NAD 83)
 MT0010_MARKER: DB = BENCH MARK DISK
 MT0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0010_STAMPING: K 323 1951
 MT0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0010+STABILITY: SURFACE MOTION
 MT0010
 MT0010  HISTORY     - Date     Condition        Report By
 MT0010  HISTORY     - 1951     MONUMENTED       CGS
 MT0010
 MT0010                          STATION DESCRIPTION
 MT0010
 MT0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0010'21.9 MI NE FROM SAN JACINTO.
 MT0010'21.9 MILES NORTHEAST, 0.75 MILE SOUTH OF THE T JUNCTION OF A DIRT ROAD
 MT0010'LEADING NORTH TO TWIN FALLS, IDAHO, AT THE TOP OF A HUMP IN THE ROAD,
 MT0010'ON THE WEST SLOPE OF A HILL, 30 FEET EAST OF THE CENTER LINE OF THE
 MT0010'ROAD, AND ABOUT 3 FEET HIGHER THAN THE ROAD, 2.2 FEET WEST OF A
 MT0010'WITNESS POST, AND SET IN THE TOP OF CONCRETE POST PROJECTING 0.5 FOOT
 MT0010'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0482 ***********************************************************************
 JR0482  DESIGNATION -  K 324
 JR0482  PID         -  JR0482
 JR0482  STATE/COUNTY-  NV/DOUGLAS
 JR0482  USGS QUAD   -  MINDEN (1982)
 JR0482
 JR0482                         *CURRENT SURVEY CONTROL
 JR0482  ___________________________________________________________________
 JR0482* NAD 83(1986)-  38 56 40.     (N)    119 50 37.     (W)     SCALED    
 JR0482* NAVD 88     -      1447.21   (+/-2cm)    4748.1    (feet)  VERTCON   
 JR0482  ___________________________________________________________________
 JR0482  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JR0482
 JR0482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0482
 JR0482.The horizontal coordinates were scaled from a topographic map and have
 JR0482.an estimated accuracy of +/- 6 seconds.
 JR0482
 JR0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0482.The vertical order pertains to the NGVD 29 superseded value.
 JR0482
 JR0482.The geoid height was determined by GEOID03.
 JR0482
 JR0482;                    North         East    Units  Estimated Accuracy
 JR0482;SPC NV W     - 4,466,190.      690,750.      MT  (+/- 180 meters Scaled)
 JR0482
 JR0482                          SUPERSEDED SURVEY CONTROL
 JR0482
 JR0482  NGVD 29 (??/??/92) 1446.034  (m)         4744.20   (f) ADJ UNCH    2 0
 JR0482
 JR0482.Superseded values are not recommended for survey control.
 JR0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0482.See file dsdata.txt to determine how the superseded data were derived.
 JR0482
 JR0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD535144(NAD 83)
 JR0482_MARKER: DD = SURVEY DISK
 JR0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0482_STAMPING: K 324
 JR0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0482+STABILITY: SURFACE MOTION
 JR0482
 JR0482  HISTORY     - Date     Condition        Report By
 JR0482  HISTORY     - UNK      MONUMENTED       NVDH
 JR0482  HISTORY     - 1951     GOOD             NGS
 JR0482
 JR0482                          STATION DESCRIPTION
 JR0482
 JR0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0482'4.4 MI S FROM GENOA.
 JR0482'4.4 MILES SOUTH ALONG FOOTHILL ROAD FROM THE GENERAL STORE IN
 JR0482'GENOA, 0.05 MILES NORTH OF BENCH MARK B 324, AT A POINT WHERE THE
 JR0482'ROAD CURVES TO THE NORTHEAST AND UP A HILL, 37 FEET WEST OF THE
 JR0482'CENTER LINE OF THE ROAD, 13 FEET SOUTHEAST OF POWER LINE POLE NO.
 JR0482'57526, 15.8 FEET WEST OF THE NORTH END OF A CORRUGATED METAL
 JR0482'PIPE UNDER THE ROAD, 3 FEET EAST OF A HIGHWAY DEPARTMENT WOODEN
 JR0482'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 JR0482'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0613 ***********************************************************************
 MT0613  DESIGNATION -  K 326
 MT0613  PID         -  MT0613
 MT0613  STATE/COUNTY-  NV/ELKO
 MT0613  USGS QUAD   -  BIG TABLE (1986)
 MT0613
 MT0613                         *CURRENT SURVEY CONTROL
 MT0613  ___________________________________________________________________
 MT0613* NAD 83(1986)-  41 54 54.     (N)    115 40 23.     (W)     SCALED    
 MT0613* NAVD 88     -      1585.183  (meters)    5200.72   (feet)  ADJUSTED  
 MT0613  ___________________________________________________________________
 MT0613  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 MT0613  DYNAMIC HT  -        1584.040 (meters)    5196.97  (feet)  COMP
 MT0613  MODELED GRAV-     979,845.8   (mgal)                       NAVD 88
 MT0613
 MT0613  VERT ORDER  -  SECOND    CLASS 0
 MT0613
 MT0613.The horizontal coordinates were scaled from a topographic map and have
 MT0613.an estimated accuracy of +/- 6 seconds.
 MT0613
 MT0613.The orthometric height was determined by differential leveling
 MT0613.and adjusted by the National Geodetic Survey in June 1991..
 MT0613
 MT0613.The geoid height was determined by GEOID03.
 MT0613
 MT0613.The dynamic height is computed by dividing the NAVD 88
 MT0613.geopotential number by the normal gravity value computed on the
 MT0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0613.degrees latitude (g = 980.6199 gals.).
 MT0613
 MT0613.The modeled gravity was interpolated from observed gravity values.
 MT0613
 MT0613;                    North         East    Units  Estimated Accuracy
 MT0613;SPC NV E     - 8,795,260.      192,560.      MT  (+/- 180 meters Scaled)
 MT0613
 MT0613                          SUPERSEDED SURVEY CONTROL
 MT0613
 MT0613  NGVD 29 (??/??/92) 1584.032  (m)         5196.94   (f) ADJ UNCH    2 0
 MT0613
 MT0613.Superseded values are not recommended for survey control.
 MT0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0613.See file dsdata.txt to determine how the superseded data were derived.
 MT0613
 MT0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG100411(NAD 83)
 MT0613_MARKER: DB = BENCH MARK DISK
 MT0613_SETTING: 0 = UNSPECIFIED SETTING
 MT0613_STAMPING: K 326 1951
 MT0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0613
 MT0613  HISTORY     - Date     Condition        Report By
 MT0613  HISTORY     - 1951     MONUMENTED       CGS
 MT0613
 MT0613                          STATION DESCRIPTION
 MT0613
 MT0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0613'31.8 MI W FROM JARBIDGE.
 MT0613'DESCRIPTION OF THIS MARK WAS INADVERTENTLY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0034 ***********************************************************************
 MT0034  DESIGNATION -  K 327
 MT0034  PID         -  MT0034
 MT0034  STATE/COUNTY-  NV/ELKO
 MT0034  USGS QUAD   -  FIVEMILE GULCH (1989)
 MT0034
 MT0034                         *CURRENT SURVEY CONTROL
 MT0034  ___________________________________________________________________
 MT0034* NAD 83(1986)-  41 55 04.     (N)    114 08 47.     (W)     SCALED    
 MT0034* NAVD 88     -      1642.048  (meters)    5387.29   (feet)  ADJUSTED  
 MT0034  ___________________________________________________________________
 MT0034  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 MT0034  DYNAMIC HT  -        1640.851 (meters)    5383.36  (feet)  COMP
 MT0034  MODELED GRAV-     979,835.5   (mgal)                       NAVD 88
 MT0034
 MT0034  VERT ORDER  -  SECOND    CLASS 0
 MT0034
 MT0034.The horizontal coordinates were scaled from a topographic map and have
 MT0034.an estimated accuracy of +/- 6 seconds.
 MT0034
 MT0034.The orthometric height was determined by differential leveling
 MT0034.and adjusted by the National Geodetic Survey in June 1991..
 MT0034
 MT0034.The geoid height was determined by GEOID03.
 MT0034
 MT0034.The dynamic height is computed by dividing the NAVD 88
 MT0034.geopotential number by the normal gravity value computed on the
 MT0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0034.degrees latitude (g = 980.6199 gals.).
 MT0034
 MT0034.The modeled gravity was interpolated from observed gravity values.
 MT0034
 MT0034;                    North         East    Units  Estimated Accuracy
 MT0034;SPC NV E     - 8,796,570.      319,200.      MT  (+/- 180 meters Scaled)
 MT0034
 MT0034                          SUPERSEDED SURVEY CONTROL
 MT0034
 MT0034  NGVD 29 (??/??/92) 1640.928  (m)         5383.61   (f) ADJ UNCH    2 0
 MT0034
 MT0034.Superseded values are not recommended for survey control.
 MT0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0034.See file dsdata.txt to determine how the superseded data were derived.
 MT0034
 MT0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG366445(NAD 83)
 MT0034_MARKER: DB = BENCH MARK DISK
 MT0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0034_STAMPING: K 327 1951
 MT0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0034+STABILITY: SURFACE MOTION
 MT0034
 MT0034  HISTORY     - Date     Condition        Report By
 MT0034  HISTORY     - 1951     MONUMENTED       CGS
 MT0034  HISTORY     - 1969     GOOD             NGS
 MT0034
 MT0034                          STATION DESCRIPTION
 MT0034
 MT0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0034'28.1 MI NW FROM GROUSE CREEK.
 MT0034'3.4 MILES NORTH, 15.6 MILES NORTHWEST, 2.5 MILES NORTHWEST, 6.6 MILES
 MT0034'SOUTHWEST, 0.5 MILE EAST OF A PROMINENT OUTCROP COVERED HILL ON THE
 MT0034'NORTH SIDE OF THE ROAD, 0.3 MILES WEST OF THE Y JUNCTION OF A TRACK
 MT0034'ROAD LEADING SOUTHWEST, AND ABOUT 120 YARDS WEST OF THE SUMMIT OF A
 MT0034'GRADE, 100 FEET SOUTHEAST OF THE LOWEST POINT IN THE ROAD AT THE
 MT0034'BOTTOM, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 10.7 FEET
 MT0034'SOUTHWEST OF A BUSHY 12 INCH JUNIPER TREE, 2.3 FEET NORTH OF A WITNESS
 MT0034'POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 MT0034'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 MT0034
 MT0034                          STATION RECOVERY (1969)
 MT0034
 MT0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MT0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0126 ***********************************************************************
 GS0126  DESIGNATION -  K 328
 GS0126  PID         -  GS0126
 GS0126  STATE/COUNTY-  NV/NYE
 GS0126  USGS QUAD   -  CANE SPRING (1986)
 GS0126
 GS0126                         *CURRENT SURVEY CONTROL
 GS0126  ___________________________________________________________________
 GS0126* NAD 83(1986)-  36 46 00.     (N)    116 00 09.     (W)     SCALED    
 GS0126* NAVD 88     -       967.045  (meters)    3172.71   (feet)  ADJUSTED  
 GS0126  ___________________________________________________________________
 GS0126  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 GS0126  DYNAMIC HT  -         966.019 (meters)    3169.35  (feet)  COMP
 GS0126  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 GS0126
 GS0126  VERT ORDER  -  SECOND    CLASS 0
 GS0126
 GS0126.The horizontal coordinates were scaled from a topographic map and have
 GS0126.an estimated accuracy of +/- 6 seconds.
 GS0126
 GS0126.The orthometric height was determined by differential leveling
 GS0126.and adjusted by the National Geodetic Survey in June 1991..
 GS0126
 GS0126.The geoid height was determined by GEOID03.
 GS0126
 GS0126.The dynamic height is computed by dividing the NAVD 88
 GS0126.geopotential number by the normal gravity value computed on the
 GS0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0126.degrees latitude (g = 980.6199 gals.).
 GS0126
 GS0126.The modeled gravity was interpolated from observed gravity values.
 GS0126
 GS0126;                    North         East    Units  Estimated Accuracy
 GS0126;SPC NV C     - 6,223,940.      559,290.      MT  (+/- 180 meters Scaled)
 GS0126
 GS0126                          SUPERSEDED SURVEY CONTROL
 GS0126
 GS0126  NGVD 29 (??/??/??)  966.197  (m)         3169.93   (f) ADJUSTED    2 0
 GS0126
 GS0126.Superseded values are not recommended for survey control.
 GS0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0126.See file dsdata.txt to determine how the superseded data were derived.
 GS0126
 GS0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA890694(NAD 83)
 GS0126_MARKER: DB = BENCH MARK DISK
 GS0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0126_STAMPING: K 328 1952
 GS0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0126+STABILITY: SURFACE MOTION
 GS0126
 GS0126  HISTORY     - Date     Condition        Report By
 GS0126  HISTORY     - 1952     MONUMENTED       CGS
 GS0126  HISTORY     - 1952     GOOD             NGS
 GS0126
 GS0126                          STATION DESCRIPTION
 GS0126
 GS0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0126'8.8 MI NW FROM MERCURY.
 GS0126'0.15 MILE WEST ALONG RANGER AVENUE FROM THE POST OFFICE AT
 GS0126'MERCURY, THENCE 2.6 MILES NORTH ALONG THE MERCURY HIGHWAY, THENCE
 GS0126'6.05 MILES NORTHWEST ALONG THE MERCURY HIGHWAY, IN THE CENTER
 GS0126'OF A SANDY VALLEY, IN LINE WITH A ROW OF POWER POLES, 55 FEET
 GS0126'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 52.5 FEET EAST
 GS0126'OF T.B.M. 1 T, 38 FEET SOUTHEAST OF A POWER POLE, 2 FEET
 GS0126'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GS0126'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS
 GS0126'LOCATED IN A LINE OF POWER POLES, AND 50 FEET NORTHEAST OF THE
 GS0126'CENTERLINE OF THE HIGHWAY.
 GS0126
 GS0126                          STATION RECOVERY (1952)
 GS0126
 GS0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GS0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0425 ***********************************************************************
 HQ0425  DESIGNATION -  K 329
 HQ0425  PID         -  HQ0425
 HQ0425  STATE/COUNTY-  NV/NYE
 HQ0425  USGS QUAD   -  YUCCA FLAT (1986)
 HQ0425
 HQ0425                         *CURRENT SURVEY CONTROL
 HQ0425  ___________________________________________________________________
 HQ0425* NAD 83(1986)-  37 06 06.     (N)    116 02 56.     (W)     SCALED    
 HQ0425* NAVD 88     -      1265.743  (meters)    4152.69   (feet)  ADJUSTED  
 HQ0425  ___________________________________________________________________
 HQ0425  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 HQ0425  DYNAMIC HT  -        1264.356 (meters)    4148.14  (feet)  COMP
 HQ0425  MODELED GRAV-     979,491.5   (mgal)                       NAVD 88
 HQ0425
 HQ0425  VERT ORDER  -  SECOND    CLASS 0
 HQ0425
 HQ0425.The horizontal coordinates were scaled from a topographic map and have
 HQ0425.an estimated accuracy of +/- 6 seconds.
 HQ0425
 HQ0425.The orthometric height was determined by differential leveling
 HQ0425.and adjusted by the National Geodetic Survey in June 1991..
 HQ0425
 HQ0425.The geoid height was determined by GEOID03.
 HQ0425
 HQ0425.The dynamic height is computed by dividing the NAVD 88
 HQ0425.geopotential number by the normal gravity value computed on the
 HQ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0425.degrees latitude (g = 980.6199 gals.).
 HQ0425
 HQ0425.The modeled gravity was interpolated from observed gravity values.
 HQ0425
 HQ0425;                    North         East    Units  Estimated Accuracy
 HQ0425;SPC NV C     - 6,261,090.      554,910.      MT  (+/- 180 meters Scaled)
 HQ0425
 HQ0425                          SUPERSEDED SURVEY CONTROL
 HQ0425
 HQ0425  NGVD 29 (??/??/92) 1264.805  (m)         4149.61   (f) ADJ UNCH    2 0
 HQ0425
 HQ0425.Superseded values are not recommended for survey control.
 HQ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0425.See file dsdata.txt to determine how the superseded data were derived.
 HQ0425
 HQ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB845065(NAD 83)
 HQ0425_MARKER: DB = BENCH MARK DISK
 HQ0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0425_STAMPING: K 329 1952
 HQ0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0425+STABILITY: SURFACE MOTION
 HQ0425
 HQ0425  HISTORY     - Date     Condition        Report By
 HQ0425  HISTORY     - 1952     MONUMENTED       CGS
 HQ0425
 HQ0425                          STATION DESCRIPTION
 HQ0425
 HQ0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0425'11.6 MI N FROM YUCCA PASS.
 HQ0425'11.6 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF
 HQ0425'YUCCA PASS, ABOUT 100 YARDS SOUTHEAST OF THE SOUTHEAST EDGE OF
 HQ0425'A GRAVEL PIT, 62 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HQ0425'3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0425'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0224 ***********************************************************************
 JP0224  DESIGNATION -  K 33
 JP0224  PID         -  JP0224
 JP0224  STATE/COUNTY-  NV/NYE
 JP0224  USGS QUAD   -  BLUE EAGLE SPRINGS N (1990)
 JP0224
 JP0224                         *CURRENT SURVEY CONTROL
 JP0224  ___________________________________________________________________
 JP0224* NAD 83(1986)-  38 41 12.     (N)    115 32 16.     (W)     SCALED    
 JP0224* NAVD 88     -      1487.207  (meters)    4879.28   (feet)  POSTED    
 JP0224  ___________________________________________________________________
 JP0224  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 JP0224  DYNAMIC HT  -        1485.660 (meters)    4874.20  (feet)  COMP
 JP0224  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 JP0224
 JP0224  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0224
 JP0224.The horizontal coordinates were scaled from a topographic map and have
 JP0224.an estimated accuracy of +/- 6 seconds.
 JP0224
 JP0224.The orthometric height was determined by differential leveling
 JP0224.and adjusted by the National Geodetic Survey in 1992..
 JP0224.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0224.rate of 0.0 thru 1.0 mm/km.
 JP0224.WARNING-Repeat measurements at this control monument indicate possible
 JP0224.vertical movement.
 JP0224
 JP0224.The geoid height was determined by GEOID03.
 JP0224
 JP0224.The dynamic height is computed by dividing the NAVD 88
 JP0224.geopotential number by the normal gravity value computed on the
 JP0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0224.degrees latitude (g = 980.6199 gals.).
 JP0224
 JP0224.The modeled gravity was interpolated from observed gravity values.
 JP0224
 JP0224;                    North         East    Units  Estimated Accuracy
 JP0224;SPC NV C     - 6,437,420.      598,210.      MT  (+/- 180 meters Scaled)
 JP0224
 JP0224                          SUPERSEDED SURVEY CONTROL
 JP0224
 JP0224  NGVD 29 (??/??/92) 1486.08   (m)         4875.6    (f) COMPUTED    1 2
 JP0224
 JP0224.Superseded values are not recommended for survey control.
 JP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0224.See file dsdata.txt to determine how the superseded data were derived.
 JP0224
 JP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC271830(NAD 83)
 JP0224_MARKER: DB = BENCH MARK DISK
 JP0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0224_STAMPING: K 33 1933
 JP0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0224+STABILITY: SURFACE MOTION
 JP0224
 JP0224  HISTORY     - Date     Condition        Report By
 JP0224  HISTORY     - 1933     MONUMENTED       CGS
 JP0224
 JP0224                          STATION DESCRIPTION
 JP0224
 JP0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JP0224'5.2 MI SW FROM CURRANT.
 JP0224'ABOUT 5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 4 FROM CURRANT, NYE
 JP0224'COUNTY, AND 57 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A
 JP0224'STANDARD DISK, STAMPED K 33 1933 AND SET IN THE TOP OF A CONCRETE
 JP0224'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0225 ***********************************************************************
 JP0225  DESIGNATION -  K 33 RESET
 JP0225  PID         -  JP0225
 JP0225  STATE/COUNTY-  NV/NYE
 JP0225  USGS QUAD   -  BLUE EAGLE SPRINGS N (1990)
 JP0225
 JP0225                         *CURRENT SURVEY CONTROL
 JP0225  ___________________________________________________________________
 JP0225* NAD 83(1986)-  38 41 14.     (N)    115 32 17.     (W)     SCALED    
 JP0225* NAVD 88     -      1487.196  (meters)    4879.24   (feet)  ADJUSTED  
 JP0225  ___________________________________________________________________
 JP0225  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 JP0225  DYNAMIC HT  -        1485.652 (meters)    4874.18  (feet)  COMP
 JP0225  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 JP0225
 JP0225  VERT ORDER  -  FIRST     CLASS II
 JP0225
 JP0225.The horizontal coordinates were scaled from a topographic map and have
 JP0225.an estimated accuracy of +/- 6 seconds.
 JP0225
 JP0225.The orthometric height was determined by differential leveling
 JP0225.and adjusted by the National Geodetic Survey in June 1991..
 JP0225
 JP0225.The geoid height was determined by GEOID03.
 JP0225
 JP0225.The dynamic height is computed by dividing the NAVD 88
 JP0225.geopotential number by the normal gravity value computed on the
 JP0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0225.degrees latitude (g = 980.6199 gals.).
 JP0225
 JP0225.The modeled gravity was interpolated from observed gravity values.
 JP0225
 JP0225;                    North         East    Units  Estimated Accuracy
 JP0225;SPC NV C     - 6,437,480.      598,190.      MT  (+/- 180 meters Scaled)
 JP0225
 JP0225                          SUPERSEDED SURVEY CONTROL
 JP0225
 JP0225  NGVD 29 (??/??/92) 1486.079  (m)         4875.58   (f) ADJ UNCH    1 2
 JP0225
 JP0225.Superseded values are not recommended for survey control.
 JP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0225.See file dsdata.txt to determine how the superseded data were derived.
 JP0225
 JP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC271830(NAD 83)
 JP0225_MARKER: DB = BENCH MARK DISK
 JP0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0225_STAMPING: 4875.896 K 33 RESET 1934
 JP0225_MARK LOGO: CGS   
 JP0225_PROJECTION: PROJECTING 20 CENTIMETERS
 JP0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0225+STABILITY: SURFACE MOTION
 JP0225
 JP0225  HISTORY     - Date     Condition        Report By
 JP0225  HISTORY     - 1934     MONUMENTED       NVDH
 JP0225  HISTORY     - 1984     GOOD             NGS
 JP0225
 JP0225                          STATION DESCRIPTION
 JP0225
 JP0225'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1934
 JP0225'5.5 MI SW FROM CURRANT.
 JP0225'ABOUT 5.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM CURRANT, NYE
 JP0225'COUNTY, AT SURVEY STATION 858+08, AND 98 FEET SOUTHEAST OF THE CENTER
 JP0225'LINE OF THE HIGHWAY.  A STANDARD DISK, ERRONEOUSLY STAMPED 4875.896 K
 JP0225'33 RESET 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1
 JP0225'FOOT ABOVE GROUND.
 JP0225
 JP0225                          STATION RECOVERY (1984)
 JP0225
 JP0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JP0225'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JP0225'8.5 KM (5.3 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0225'STATE HIGHWAY 379 AT CURRANT, 0.32 KM (0.2 MI) SOUTHWEST OF MILEPOST
 JP0225'113, 29.4 METERS (96.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE AND
 JP0225'28.6 METERS (94 FT) NORTHWEST OF A TELEPHONE POLE.
 JP0225'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JP0225'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0214 ***********************************************************************
 HP0214  DESIGNATION -  K 330
 HP0214  PID         -  HP0214
 HP0214  STATE/COUNTY-  NV/LINCOLN
 HP0214  USGS QUAD   -  GROOM MINE (1989)
 HP0214
 HP0214                         *CURRENT SURVEY CONTROL
 HP0214  ___________________________________________________________________
 HP0214* NAD 83(1986)-  37 17 53.     (N)    115 47 30.     (W)     SCALED    
 HP0214* NAVD 88     -      1352.968  (meters)    4438.86   (feet)  ADJUSTED  
 HP0214  ___________________________________________________________________
 HP0214  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 HP0214  DYNAMIC HT  -        1351.489 (meters)    4434.01  (feet)  COMP
 HP0214  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 HP0214
 HP0214  VERT ORDER  -  SECOND    CLASS 0
 HP0214
 HP0214.The horizontal coordinates were scaled from a topographic map and have
 HP0214.an estimated accuracy of +/- 6 seconds.
 HP0214
 HP0214.The orthometric height was determined by differential leveling
 HP0214.and adjusted by the National Geodetic Survey in June 1991..
 HP0214
 HP0214.The geoid height was determined by GEOID03.
 HP0214
 HP0214.The dynamic height is computed by dividing the NAVD 88
 HP0214.geopotential number by the normal gravity value computed on the
 HP0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0214.degrees latitude (g = 980.6199 gals.).
 HP0214
 HP0214.The modeled gravity was interpolated from observed gravity values.
 HP0214
 HP0214;                    North         East    Units  Estimated Accuracy
 HP0214;SPC NV E     - 8,282,720.      181,530.      MT  (+/- 180 meters Scaled)
 HP0214
 HP0214                          SUPERSEDED SURVEY CONTROL
 HP0214
 HP0214  NGVD 29 (??/??/92) 1352.020  (m)         4435.75   (f) ADJ UNCH    2 0
 HP0214
 HP0214.Superseded values are not recommended for survey control.
 HP0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0214.See file dsdata.txt to determine how the superseded data were derived.
 HP0214
 HP0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB070286(NAD 83)
 HP0214_MARKER: DB = BENCH MARK DISK
 HP0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0214_STAMPING: K 330 1952
 HP0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0214+STABILITY: SURFACE MOTION
 HP0214
 HP0214  HISTORY     - Date     Condition        Report By
 HP0214  HISTORY     - 1952     MONUMENTED       CGS
 HP0214
 HP0214                          STATION DESCRIPTION
 HP0214
 HP0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HP0214'1.75 MI S FROM GROOM MINE.
 HP0214'1.75 MILES SOUTH ALONG THE GROOM MINE ROAD FROM THE D. SHEEHAN
 HP0214'RESIDENCE AT GROOM MINE, LINCOLN COUNTY, THEN 1.05 MILES SOUTH ALONG
 HP0214'THE GROOM MINE ROAD, THEN 0.65 MILE SOUTHWEST ALONG A TRACK ROAD, 0.45
 HP0214'MILE WEST ALONG THE NORTH EDGE OF GROOM LAKE, 105 FEET NORTH OF THE
 HP0214'CENTERLINE OF A TRACK ROAD WHICH LEADS ALONG THE NORTH EDGE OF THE
 HP0214'LAKE, 66 FEET SOUTH OF THE NORTH EDGE OF THE LAKE, 2.5 FEET SOUTH OF A
 HP0214'WITNESS POST, AND 1.25 MILES EAST OF BENCH MARK W 60.  A STANDARD
 HP0214'DISK, STAMPED K 330 1952 AND SET IN THE TOP OF A CONCRETE POST, WHICH
 HP0214'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0482 ***********************************************************************
 HQ0482  DESIGNATION -  K 331
 HQ0482  PID         -  HQ0482
 HQ0482  STATE/COUNTY-  NV/NYE
 HQ0482  USGS QUAD   -  TOLICHA PEAK NE (1986)
 HQ0482
 HQ0482                         *CURRENT SURVEY CONTROL
 HQ0482  ___________________________________________________________________
 HQ0482* NAD 83(1986)-  37 22 37.     (N)    116 47 43.     (W)     SCALED    
 HQ0482* NAVD 88     -      1642.700  (meters)    5389.42   (feet)  ADJUSTED  
 HQ0482  ___________________________________________________________________
 HQ0482  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 HQ0482  DYNAMIC HT  -        1640.820 (meters)    5383.26  (feet)  COMP
 HQ0482  MODELED GRAV-     979,427.9   (mgal)                       NAVD 88
 HQ0482
 HQ0482  VERT ORDER  -  SECOND    CLASS 0
 HQ0482
 HQ0482.The horizontal coordinates were scaled from a topographic map and have
 HQ0482.an estimated accuracy of +/- 6 seconds.
 HQ0482
 HQ0482.The orthometric height was determined by differential leveling
 HQ0482.and adjusted by the National Geodetic Survey in June 1991..
 HQ0482
 HQ0482.The geoid height was determined by GEOID03.
 HQ0482
 HQ0482.The dynamic height is computed by dividing the NAVD 88
 HQ0482.geopotential number by the normal gravity value computed on the
 HQ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0482.degrees latitude (g = 980.6199 gals.).
 HQ0482
 HQ0482.The modeled gravity was interpolated from observed gravity values.
 HQ0482
 HQ0482;                    North         East    Units  Estimated Accuracy
 HQ0482;SPC NV C     - 6,291,470.      488,610.      MT  (+/- 180 meters Scaled)
 HQ0482
 HQ0482                          SUPERSEDED SURVEY CONTROL
 HQ0482
 HQ0482.No superseded survey control is available for this station.
 HQ0482
 HQ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB181367(NAD 83)
 HQ0482_MARKER: DB = BENCH MARK DISK
 HQ0482_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0482_SP_SET: ROCK OUTCROP
 HQ0482_STAMPING: K 331 1952
 HQ0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0482+STABILITY: POSITION/ELEVATION WELL
 HQ0482
 HQ0482  HISTORY     - Date     Condition        Report By
 HQ0482  HISTORY     - 1952     MONUMENTED       CGS
 HQ0482  HISTORY     - 1984     MARK NOT FOUND   USGS
 HQ0482
 HQ0482                          STATION DESCRIPTION
 HQ0482
 HQ0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0482'37.3 MI N FROM BEATTY.
 HQ0482'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0482'AT BEATTY, THENCE 12.75 MILES NORTH ALONG A WINDING TRACK ROAD,
 HQ0482'THENCE 0.15 MILE NORTHWEST ALONG A TRACK ROAD, THENCE 0.75
 HQ0482'MILE NORTHEAST ALONG A TRACK ROAD, THENCE 5.0 MILES NORTH ALONG
 HQ0482'A TRACK ROAD, ON THE SOUTHEAST BANK OF A SMALL DRY CREEK, 36
 HQ0482'FEET SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD, 6.8 FEET
 HQ0482'NORTHWEST OF A WITNESS POST, 0.5 FOOT ABOVE THE GROUND, SET IN
 HQ0482'THE TOP OF A 6X9 FOOT ROCK OUTCROP.
 HQ0482
 HQ0482                          STATION RECOVERY (1984)
 HQ0482
 HQ0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0104 ***********************************************************************
 GS0104  DESIGNATION -  K 333
 GS0104  PID         -  GS0104
 GS0104  STATE/COUNTY-  NV/NYE
 GS0104  USGS QUAD   -  STRIPED HILLS (1983)
 GS0104
 GS0104                         *CURRENT SURVEY CONTROL
 GS0104  ___________________________________________________________________
 GS0104* NAD 83(1986)-  36 43 37.     (N)    116 21 27.     (W)     SCALED    
 GS0104* NAVD 88     -       911.391  (meters)    2990.12   (feet)  ADJUSTED  
 GS0104  ___________________________________________________________________
 GS0104  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 GS0104  DYNAMIC HT  -         910.450 (meters)    2987.03  (feet)  COMP
 GS0104  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 GS0104
 GS0104  VERT ORDER  -  SECOND    CLASS 0
 GS0104
 GS0104.The horizontal coordinates were scaled from a topographic map and have
 GS0104.an estimated accuracy of +/- 6 seconds.
 GS0104
 GS0104.The orthometric height was determined by differential leveling
 GS0104.and adjusted by the National Geodetic Survey in June 1991..
 GS0104
 GS0104.The geoid height was determined by GEOID03.
 GS0104
 GS0104.The dynamic height is computed by dividing the NAVD 88
 GS0104.geopotential number by the normal gravity value computed on the
 GS0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0104.degrees latitude (g = 980.6199 gals.).
 GS0104
 GS0104.The modeled gravity was interpolated from observed gravity values.
 GS0104
 GS0104;                    North         East    Units  Estimated Accuracy
 GS0104;SPC NV C     - 6,219,370.      527,620.      MT  (+/- 180 meters Scaled)
 GS0104
 GS0104                          SUPERSEDED SURVEY CONTROL
 GS0104
 GS0104  NGVD 29 (??/??/??)  910.546  (m)         2987.35   (f) ADJUSTED    2 0
 GS0104
 GS0104.Superseded values are not recommended for survey control.
 GS0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0104.See file dsdata.txt to determine how the superseded data were derived.
 GS0104
 GS0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA573647(NAD 83)
 GS0104_MARKER: DB = BENCH MARK DISK
 GS0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0104_STAMPING: K 333 1952
 GS0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0104+STABILITY: SURFACE MOTION
 GS0104
 GS0104  HISTORY     - Date     Condition        Report By
 GS0104  HISTORY     - 1952     MONUMENTED       CGS
 GS0104
 GS0104                          STATION DESCRIPTION
 GS0104
 GS0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0104'6.4 MI N FROM LATHROP WELLS.
 GS0104'0.1 MILE WEST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF ITS
 GS0104'Y JUNCTION WITH STATE HIGHWAY 29 AT LATHROP WELLS, THENCE 4.9
 GS0104'MILES NORTH ALONG A TRACK ROAD, THENCE 1.4 MILES NORTH ALONG
 GS0104'A SANDY WASH, 63 FEET EAST OF THE CENTER LINE OF A SANDY WASH,
 GS0104'2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GS0104'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0447 ***********************************************************************
 HQ0447  DESIGNATION -  K 334
 HQ0447  PID         -  HQ0447
 HQ0447  STATE/COUNTY-  NV/NYE
 HQ0447  USGS QUAD   -  TIPPIPAH SPRING (1986)
 HQ0447
 HQ0447                         *CURRENT SURVEY CONTROL
 HQ0447  ___________________________________________________________________
 HQ0447* NAD 83(1986)-  37 02 34.     (N)    116 12 09.     (W)     SCALED    
 HQ0447* NAVD 88     -      1584.101  (meters)    5197.17   (feet)  ADJUSTED  
 HQ0447  ___________________________________________________________________
 HQ0447  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 HQ0447  DYNAMIC HT  -        1582.236 (meters)    5191.05  (feet)  COMP
 HQ0447  MODELED GRAV-     979,398.2   (mgal)                       NAVD 88
 HQ0447
 HQ0447  VERT ORDER  -  SECOND    CLASS 0
 HQ0447
 HQ0447.The horizontal coordinates were scaled from a topographic map and have
 HQ0447.an estimated accuracy of +/- 6 seconds.
 HQ0447
 HQ0447.The orthometric height was determined by differential leveling
 HQ0447.and adjusted by the National Geodetic Survey in June 1991..
 HQ0447
 HQ0447.The geoid height was determined by GEOID03.
 HQ0447
 HQ0447.The dynamic height is computed by dividing the NAVD 88
 HQ0447.geopotential number by the normal gravity value computed on the
 HQ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0447.degrees latitude (g = 980.6199 gals.).
 HQ0447
 HQ0447.The modeled gravity was interpolated from observed gravity values.
 HQ0447
 HQ0447;                    North         East    Units  Estimated Accuracy
 HQ0447;SPC NV C     - 6,254,480.      541,290.      MT  (+/- 180 meters Scaled)
 HQ0447
 HQ0447                          SUPERSEDED SURVEY CONTROL
 HQ0447
 HQ0447  NGVD 29 (??/??/92) 1583.049  (m)         5193.72   (f) ADJ UNCH    2 0
 HQ0447
 HQ0447.Superseded values are not recommended for survey control.
 HQ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0447.See file dsdata.txt to determine how the superseded data were derived.
 HQ0447
 HQ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA709999(NAD 83)
 HQ0447_MARKER: DB = BENCH MARK DISK
 HQ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0447_STAMPING: K 334 1952
 HQ0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0447+STABILITY: SURFACE MOTION
 HQ0447
 HQ0447  HISTORY     - Date     Condition        Report By
 HQ0447  HISTORY     - 1952     MONUMENTED       CGS
 HQ0447
 HQ0447                          STATION DESCRIPTION
 HQ0447
 HQ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0447'AT TIPPIPAH SPRINGS.
 HQ0447'AT TIPPIPAH SPRINGS, 183 FEET NORTHEAST OF THE NORTH CORNER OF
 HQ0447'A SMALL ROCK BUILDING, 78 FEET SOUTH OF THE SOUTH CORNER OF A
 HQ0447'SMALL TIN BARN, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HQ0447'ROAD, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 HQ0447'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0503 ***********************************************************************
 HQ0503  DESIGNATION -  K 335
 HQ0503  PID         -  HQ0503
 HQ0503  STATE/COUNTY-  NV/NYE
 HQ0503  USGS QUAD   -  BUCKBOARD MESA (1983)
 HQ0503
 HQ0503                         *CURRENT SURVEY CONTROL
 HQ0503  ___________________________________________________________________
 HQ0503* NAD 83(1986)-  37 07 15.     (N)    116 18 12.     (W)     SCALED    
 HQ0503* NAVD 88     -      1572.780  (meters)    5160.03   (feet)  ADJUSTED  
 HQ0503  ___________________________________________________________________
 HQ0503  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 HQ0503  DYNAMIC HT  -        1570.958 (meters)    5154.05  (feet)  COMP
 HQ0503  MODELED GRAV-     979,417.0   (mgal)                       NAVD 88
 HQ0503
 HQ0503  VERT ORDER  -  SECOND    CLASS 0
 HQ0503
 HQ0503.The horizontal coordinates were scaled from a topographic map and have
 HQ0503.an estimated accuracy of +/- 6 seconds.
 HQ0503
 HQ0503.The orthometric height was determined by differential leveling
 HQ0503.and adjusted by the National Geodetic Survey in June 1991..
 HQ0503
 HQ0503.The geoid height was determined by GEOID03.
 HQ0503
 HQ0503.The dynamic height is computed by dividing the NAVD 88
 HQ0503.geopotential number by the normal gravity value computed on the
 HQ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0503.degrees latitude (g = 980.6199 gals.).
 HQ0503
 HQ0503.The modeled gravity was interpolated from observed gravity values.
 HQ0503
 HQ0503;                    North         East    Units  Estimated Accuracy
 HQ0503;SPC NV C     - 6,263,100.      532,290.      MT  (+/- 180 meters Scaled)
 HQ0503
 HQ0503                          SUPERSEDED SURVEY CONTROL
 HQ0503
 HQ0503  NGVD 29 (??/??/92) 1571.740  (m)         5156.62   (f) ADJ UNCH    2 0
 HQ0503
 HQ0503.Superseded values are not recommended for survey control.
 HQ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0503.See file dsdata.txt to determine how the superseded data were derived.
 HQ0503
 HQ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB618085(NAD 83)
 HQ0503_MARKER: DB = BENCH MARK DISK
 HQ0503_SETTING: 80 = SET IN A BOULDER
 HQ0503_SP_SET: BOULDER
 HQ0503_STAMPING: K 335 1952
 HQ0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0503+STABILITY: SURFACE MOTION
 HQ0503
 HQ0503  HISTORY     - Date     Condition        Report By
 HQ0503  HISTORY     - 1952     MONUMENTED       CGS
 HQ0503
 HQ0503                          STATION DESCRIPTION
 HQ0503
 HQ0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0503'11.2 MI W FROM TIPPIPAH SPRINGS.
 HQ0503'11.2 MILES WEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0503'AT TIPPIPAH SPRINGS, 1.0 MILE WEST OF A DUMMY AIR STRIP WHICH
 HQ0503'IS USED FOR TARGET PRACTICE, 58 FEET NORTHWEST OF THE CENTER
 HQ0503'LINE OF THE ROAD, ON THE SOUTHEAST SLOPE OF A HILL, SET IN THE
 HQ0503'TOP OF A LARGE GRANITE BOULDER WHICH HAS THE LETTERS BM PAINTED
 HQ0503'ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0130 ***********************************************************************
 HQ0130  DESIGNATION -  K 336
 HQ0130  PID         -  HQ0130
 HQ0130  STATE/COUNTY-  NV/NYE
 HQ0130  USGS QUAD   -  REEDS RANCH (1987)
 HQ0130
 HQ0130                         *CURRENT SURVEY CONTROL
 HQ0130  ___________________________________________________________________
 HQ0130* NAD 83(1986)-  37 54 41.     (N)    116 46 51.     (W)     SCALED    
 HQ0130* NAVD 88     -      1635.601  (meters)    5366.13   (feet)  ADJUSTED  
 HQ0130  ___________________________________________________________________
 HQ0130  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 HQ0130  DYNAMIC HT  -        1633.776 (meters)    5360.15  (feet)  COMP
 HQ0130  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 HQ0130
 HQ0130  VERT ORDER  -  SECOND    CLASS 0
 HQ0130
 HQ0130.The horizontal coordinates were scaled from a topographic map and have
 HQ0130.an estimated accuracy of +/- 6 seconds.
 HQ0130
 HQ0130.The orthometric height was determined by differential leveling
 HQ0130.and adjusted by the National Geodetic Survey in June 1991..
 HQ0130
 HQ0130.The geoid height was determined by GEOID03.
 HQ0130
 HQ0130.The dynamic height is computed by dividing the NAVD 88
 HQ0130.geopotential number by the normal gravity value computed on the
 HQ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0130.degrees latitude (g = 980.6199 gals.).
 HQ0130
 HQ0130.The modeled gravity was interpolated from observed gravity values.
 HQ0130
 HQ0130;                    North         East    Units  Estimated Accuracy
 HQ0130;SPC NV C     - 6,350,780.      489,960.      MT  (+/- 180 meters Scaled)
 HQ0130
 HQ0130                          SUPERSEDED SURVEY CONTROL
 HQ0130
 HQ0130.No superseded survey control is available for this station.
 HQ0130
 HQ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB192960(NAD 83)
 HQ0130_MARKER: DB = BENCH MARK DISK
 HQ0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0130_SP_SET: CONCRETE POST
 HQ0130_STAMPING: K 336 1952
 HQ0130_MARK LOGO: CGS   
 HQ0130_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0130+STABILITY: SURFACE MOTION
 HQ0130
 HQ0130  HISTORY     - Date     Condition        Report By
 HQ0130  HISTORY     - 1952     MONUMENTED       CGS
 HQ0130  HISTORY     - 19920623 GOOD             LOCENG
 HQ0130
 HQ0130                          STATION DESCRIPTION
 HQ0130
 HQ0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0130'30 MI SE FROM TONOPAH.
 HQ0130'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ0130'TONOPAH, THENCE 18.0 MILES SOUTHEAST ALONG AN OILED ROAD, 80
 HQ0130'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET NORTHEAST
 HQ0130'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HQ0130'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 HQ0130
 HQ0130                          STATION RECOVERY (1992)
 HQ0130
 HQ0130'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0130'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 HQ0130'(3.3 FT) NORTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0396 ***********************************************************************
 HQ0396  DESIGNATION -  K 337
 HQ0396  PID         -  HQ0396
 HQ0396  STATE/COUNTY-  NV/NYE
 HQ0396  USGS QUAD   -  WEST OF QUARTZITE MOUNTAIN (1988)
 HQ0396
 HQ0396                         *CURRENT SURVEY CONTROL
 HQ0396  ___________________________________________________________________
 HQ0396* NAD 83(1986)-  37 37 17.     (N)    116 28 36.     (W)     SCALED    
 HQ0396* NAVD 88     -      1624.814  (meters)    5330.74   (feet)  ADJUSTED  
 HQ0396  ___________________________________________________________________
 HQ0396  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 HQ0396  DYNAMIC HT  -        1622.968 (meters)    5324.69  (feet)  COMP
 HQ0396  MODELED GRAV-     979,436.6   (mgal)                       NAVD 88
 HQ0396
 HQ0396  VERT ORDER  -  SECOND    CLASS 0
 HQ0396
 HQ0396.The horizontal coordinates were scaled from a topographic map and have
 HQ0396.an estimated accuracy of +/- 6 seconds.
 HQ0396
 HQ0396.The orthometric height was determined by differential leveling
 HQ0396.and adjusted by the National Geodetic Survey in June 1991..
 HQ0396
 HQ0396.The geoid height was determined by GEOID03.
 HQ0396
 HQ0396.The dynamic height is computed by dividing the NAVD 88
 HQ0396.geopotential number by the normal gravity value computed on the
 HQ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0396.degrees latitude (g = 980.6199 gals.).
 HQ0396
 HQ0396.The modeled gravity was interpolated from observed gravity values.
 HQ0396
 HQ0396;                    North         East    Units  Estimated Accuracy
 HQ0396;SPC NV C     - 6,318,600.      516,770.      MT  (+/- 180 meters Scaled)
 HQ0396
 HQ0396                          SUPERSEDED SURVEY CONTROL
 HQ0396
 HQ0396.No superseded survey control is available for this station.
 HQ0396
 HQ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB461639(NAD 83)
 HQ0396_MARKER: DB = BENCH MARK DISK
 HQ0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0396_SP_SET: CONCRETE POST
 HQ0396_STAMPING: K 337 1952
 HQ0396_MARK LOGO: CGS   
 HQ0396_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0396+STABILITY: SURFACE MOTION
 HQ0396
 HQ0396  HISTORY     - Date     Condition        Report By
 HQ0396  HISTORY     - 1952     MONUMENTED       CGS
 HQ0396  HISTORY     - 19920623 GOOD             LOCENG
 HQ0396
 HQ0396                          STATION DESCRIPTION
 HQ0396
 HQ0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0396'9.1 MI SE FROM MELLAN.
 HQ0396'9.1 MILES SOUTHEAST ALONG A DIRT ROAD FROM A LARGE GRANITE
 HQ0396'KNOLL AT MELLAN, 47 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HQ0396'ROAD, 2.7 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 HQ0396'OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 HQ0396
 HQ0396                          STATION RECOVERY (1992)
 HQ0396
 HQ0396'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0561 ***********************************************************************
 HQ0561  DESIGNATION -  K 338
 HQ0561  PID         -  HQ0561
 HQ0561  STATE/COUNTY-  NV/NYE
 HQ0561  USGS QUAD   -  LAMBS POND (1987)
 HQ0561
 HQ0561                         *CURRENT SURVEY CONTROL
 HQ0561  ___________________________________________________________________
 HQ0561* NAD 83(1986)-  37 37 17.     (N)    116 13 29.     (W)     SCALED    
 HQ0561* NAVD 88     -      1737.734  (meters)    5701.22   (feet)  ADJUSTED  
 HQ0561  ___________________________________________________________________
 HQ0561  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 HQ0561  DYNAMIC HT  -        1735.731 (meters)    5694.64  (feet)  COMP
 HQ0561  MODELED GRAV-     979,416.3   (mgal)                       NAVD 88
 HQ0561
 HQ0561  VERT ORDER  -  SECOND    CLASS 0
 HQ0561
 HQ0561.The horizontal coordinates were scaled from a topographic map and have
 HQ0561.an estimated accuracy of +/- 6 seconds.
 HQ0561
 HQ0561.The orthometric height was determined by differential leveling
 HQ0561.and adjusted by the National Geodetic Survey in June 1991..
 HQ0561
 HQ0561.The geoid height was determined by GEOID03.
 HQ0561
 HQ0561.The dynamic height is computed by dividing the NAVD 88
 HQ0561.geopotential number by the normal gravity value computed on the
 HQ0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0561.degrees latitude (g = 980.6199 gals.).
 HQ0561
 HQ0561.The modeled gravity was interpolated from observed gravity values.
 HQ0561
 HQ0561;                    North         East    Units  Estimated Accuracy
 HQ0561;SPC NV C     - 6,318,680.      539,010.      MT  (+/- 180 meters Scaled)
 HQ0561
 HQ0561                          SUPERSEDED SURVEY CONTROL
 HQ0561
 HQ0561.No superseded survey control is available for this station.
 HQ0561
 HQ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB684640(NAD 83)
 HQ0561_MARKER: DB = BENCH MARK DISK
 HQ0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0561_STAMPING: K 338 1952
 HQ0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0561+STABILITY: SURFACE MOTION
 HQ0561
 HQ0561  HISTORY     - Date     Condition        Report By
 HQ0561  HISTORY     - 1952     MONUMENTED       CGS
 HQ0561
 HQ0561                          STATION DESCRIPTION
 HQ0561
 HQ0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0561'10.4 MI SW FROM REED.
 HQ0561'10.4 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0561'AT REED, 60 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.5 FEET
 HQ0561'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HQ0561'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1227 ***********************************************************************
 KR1227  DESIGNATION -  K 339
 KR1227  PID         -  KR1227
 KR1227  STATE/COUNTY-  NV/STOREY
 KR1227  USGS QUAD   -  PATRICK (1980)
 KR1227
 KR1227                         *CURRENT SURVEY CONTROL
 KR1227  ___________________________________________________________________
 KR1227* NAD 83(1986)-  39 33 35.     (N)    119 31 17.     (W)     SCALED    
 KR1227* NAVD 88     -      1306.562  (meters)    4286.61   (feet)  ADJUSTED  
 KR1227  ___________________________________________________________________
 KR1227  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 KR1227  DYNAMIC HT  -        1305.379 (meters)    4282.73  (feet)  COMP
 KR1227  MODELED GRAV-     979,677.1   (mgal)                       NAVD 88
 KR1227
 KR1227  VERT ORDER  -  FIRST     CLASS I
 KR1227
 KR1227.The horizontal coordinates were scaled from a topographic map and have
 KR1227.an estimated accuracy of +/- 6 seconds.
 KR1227
 KR1227.The orthometric height was determined by differential leveling
 KR1227.and adjusted by the National Geodetic Survey in June 1991..
 KR1227
 KR1227.The geoid height was determined by GEOID03.
 KR1227
 KR1227.The dynamic height is computed by dividing the NAVD 88
 KR1227.geopotential number by the normal gravity value computed on the
 KR1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1227.degrees latitude (g = 980.6199 gals.).
 KR1227
 KR1227.The modeled gravity was interpolated from observed gravity values.
 KR1227
 KR1227;                    North         East    Units  Estimated Accuracy
 KR1227;SPC NV W     - 4,534,150.      719,390.      MT  (+/- 180 meters Scaled)
 KR1227
 KR1227                          SUPERSEDED SURVEY CONTROL
 KR1227
 KR1227  NGVD 29 (??/??/92) 1305.500  (m)         4283.13   (f) ADJ UNCH    1 1
 KR1227
 KR1227.Superseded values are not recommended for survey control.
 KR1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1227.See file dsdata.txt to determine how the superseded data were derived.
 KR1227
 KR1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD833819(NAD 83)
 KR1227_MARKER: DB = BENCH MARK DISK
 KR1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1227_STAMPING: K 339 1953
 KR1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1227+STABILITY: SURFACE MOTION
 KR1227
 KR1227  HISTORY     - Date     Condition        Report By
 KR1227  HISTORY     - 1953     MONUMENTED       CGS
 KR1227  HISTORY     - 1969     GOOD             NGS
 KR1227
 KR1227                          STATION DESCRIPTION
 KR1227
 KR1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1227'13.2 MI E FROM SPARKS.
 KR1227'13.2 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1227'MCCARRAN BOULEVARD OVERPASS AT SPARKS, 0.1 MILE WEST OF THE CROSSING
 KR1227'OF A PRIVATE ROAD, 192 FEET SOUTH AND ACROSS THE TRACK FROM MILEPOLE
 KR1227'260, 146.2 FEET SOUTH OF THE SOUTH RAIL, 31 FEET SOUTH OF THE CENTER
 KR1227'LINE OF A TRACK ROAD, 2.3 FEET NORTH OF A FENCE, 2.0 FEET WEST OF A
 KR1227'WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE
 KR1227'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SEC 33,
 KR1227'T 20N, R 22E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0012 ***********************************************************************
 JQ0012  DESIGNATION -  K 34
 JQ0012  PID         -  JQ0012
 JQ0012  STATE/COUNTY-  NV/NYE
 JQ0012  USGS QUAD   -  PALISADE MESA (1980)
 JQ0012
 JQ0012                         *CURRENT SURVEY CONTROL
 JQ0012  ___________________________________________________________________
 JQ0012* NAD 83(1986)-  38 26 06.     (N)    116 11 06.     (W)     SCALED    
 JQ0012* NAVD 88     -      1749.382  (meters)    5739.43   (feet)  ADJUSTED  
 JQ0012  ___________________________________________________________________
 JQ0012  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 JQ0012  DYNAMIC HT  -        1747.473 (meters)    5733.17  (feet)  COMP
 JQ0012  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 JQ0012
 JQ0012  VERT ORDER  -  FIRST     CLASS II
 JQ0012
 JQ0012.The horizontal coordinates were scaled from a topographic map and have
 JQ0012.an estimated accuracy of +/- 6 seconds.
 JQ0012
 JQ0012.The orthometric height was determined by differential leveling
 JQ0012.and adjusted by the National Geodetic Survey in June 1991..
 JQ0012
 JQ0012.The geoid height was determined by GEOID03.
 JQ0012
 JQ0012.The dynamic height is computed by dividing the NAVD 88
 JQ0012.geopotential number by the normal gravity value computed on the
 JQ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0012.degrees latitude (g = 980.6199 gals.).
 JQ0012
 JQ0012.The modeled gravity was interpolated from observed gravity values.
 JQ0012
 JQ0012;                    North         East    Units  Estimated Accuracy
 JQ0012;SPC NV C     - 6,408,990.      542,050.      MT  (+/- 180 meters Scaled)
 JQ0012
 JQ0012                          SUPERSEDED SURVEY CONTROL
 JQ0012
 JQ0012  NGVD 29 (??/??/92) 1748.240  (m)         5735.68   (f) ADJ UNCH    1 2
 JQ0012
 JQ0012.Superseded values are not recommended for survey control.
 JQ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0012.See file dsdata.txt to determine how the superseded data were derived.
 JQ0012
 JQ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC711543(NAD 83)
 JQ0012_MARKER: DB = BENCH MARK DISK
 JQ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0012_STAMPING: 5755.684 K 34 1933
 JQ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0012+STABILITY: SURFACE MOTION
 JQ0012
 JQ0012  HISTORY     - Date     Condition        Report By
 JQ0012  HISTORY     - 1933     MONUMENTED       CGS
 JQ0012  HISTORY     - 1934     GOOD             NGS
 JQ0012
 JQ0012                          STATION DESCRIPTION
 JQ0012
 JQ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0012'20.3 MI NE FROM WARM SPRINGS.
 JQ0012'20.3 MILES NORTHEAST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM WARM
 JQ0012'SPRINGS, NYE COUNTY, AND 31 FEET NORTH OF THE CENTERLINE OF THE
 JQ0012'HIGHWAY.  A STANDARD DISK, STAMPED 5755.684 K 34 1933 AND SET IN THE
 JQ0012'TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
 JQ0012
 JQ0012                          STATION RECOVERY (1934)
 JQ0012
 JQ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JQ0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0567 ***********************************************************************
 KR0567  DESIGNATION -  K 340
 KR0567  PID         -  KR0567
 KR0567  STATE/COUNTY-  NV/CHURCHILL
 KR0567  USGS QUAD   -  HAZEN (1985)
 KR0567
 KR0567                         *CURRENT SURVEY CONTROL
 KR0567  ___________________________________________________________________
 KR0567* NAD 83(1986)-  39 33 49.     (N)    119 03 39.     (W)     SCALED    
 KR0567* NAVD 88     -      1224.212  (meters)    4016.44   (feet)  ADJUSTED  
 KR0567  ___________________________________________________________________
 KR0567  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR0567  DYNAMIC HT  -        1223.171 (meters)    4013.02  (feet)  COMP
 KR0567  MODELED GRAV-     979,734.6   (mgal)                       NAVD 88
 KR0567
 KR0567  VERT ORDER  -  FIRST     CLASS II
 KR0567
 KR0567.The horizontal coordinates were scaled from a topographic map and have
 KR0567.an estimated accuracy of +/- 6 seconds.
 KR0567
 KR0567.The orthometric height was determined by differential leveling
 KR0567.and adjusted by the National Geodetic Survey in June 1991..
 KR0567.WARNING-Repeat measurements at this control monument indicate possible
 KR0567.vertical movement.
 KR0567
 KR0567.The geoid height was determined by GEOID03.
 KR0567
 KR0567.The dynamic height is computed by dividing the NAVD 88
 KR0567.geopotential number by the normal gravity value computed on the
 KR0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0567.degrees latitude (g = 980.6199 gals.).
 KR0567
 KR0567.The modeled gravity was interpolated from observed gravity values.
 KR0567
 KR0567;                    North         East    Units  Estimated Accuracy
 KR0567;SPC NV W     - 4,534,270.      758,970.      MT  (+/- 180 meters Scaled)
 KR0567
 KR0567                          SUPERSEDED SURVEY CONTROL
 KR0567
 KR0567  NGVD 29 (??/??/92) 1223.254  (m)         4013.29   (f) ADJ UNCH    1 2
 KR0567
 KR0567.Superseded values are not recommended for survey control.
 KR0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0567.See file dsdata.txt to determine how the superseded data were derived.
 KR0567
 KR0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD229813(NAD 83)
 KR0567_MARKER: DB = BENCH MARK DISK
 KR0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0567_SP_SET: CONCRETE POST
 KR0567_STAMPING: K 340 1953
 KR0567_MARK LOGO: CGS   
 KR0567_PROJECTION: PROJECTING 12 CENTIMETERS
 KR0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0567+STABILITY: SURFACE MOTION
 KR0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0567+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 KR0567
 KR0567  HISTORY     - Date     Condition        Report By
 KR0567  HISTORY     - 1953     MONUMENTED       CGS
 KR0567  HISTORY     - 1986     GOOD             NGS
 KR0567  HISTORY     - 20011030 GOOD             NVGS
 KR0567  HISTORY     - 20060415 GOOD             GEOCAC
 KR0567
 KR0567                          STATION DESCRIPTION
 KR0567
 KR0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0567'0.7 MI W FROM HAZEN.
 KR0567'0.7 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0567'STATION AT HAZEN, BETWEEN THE TRACK AND U. S. HIGHWAY 95, 363.6 FEET
 KR0567'SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLE GUARD ACROSS THE ROAD,
 KR0567'343 1/2 FEET EAST OF THE CENTER OF THE JUNCTION (T) OF THE HIGHWAY AND
 KR0567'A GRAVELED ROAD LEADING SOUTH, 193.4 FEET SOUTH OF THE CENTER LINE OF
 KR0567'THE TRACK, 55.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 KR0567'NORTH OF A TELEPHONE POLE, 2.6 FEET WEST OF A WITNESS POST, ABOUT 8
 KR0567'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 KR0567'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KR0567
 KR0567                          STATION RECOVERY (1986)
 KR0567
 KR0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0567'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.40 KM (0.25
 KR0567'MI) NORTH ALONG US ALTERNATE HIGHWAY 95 AND US ALTERNATE HIGHWAY 50
 KR0567'FROM THE POST OFFICE IN FERNLEY, THENCE 17.8 KM (11.05 MI) EASTERLY
 KR0567'ALONG US ALTERNATE HIGHWAY 50, 16.8 METERS (55 FT) NORTH OF THE
 KR0567'CENTERLINE OF THE HIGHWAY, 58.5 METERS (192 FT) SOUTH OF THE SOUTH
 KR0567'RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 KR0567'THE MARK IS 0.7 METERS  W FROM  A WITNESS POST
 KR0567'THE MARK IS 0.6 M BELOW THE RAILROAD TRACKS.
 KR0567
 KR0567                          STATION RECOVERY (2001)
 KR0567
 KR0567'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR0567'RECOVERED IN GOOD CONDITION.
 KR0567
 KR0567                          STATION RECOVERY (2006)
 KR0567
 KR0567'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0567'OBSERVED GPSR COORDINATES N39 33 48.48, W119 03 38.76
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0420 ***********************************************************************
 KR0420  DESIGNATION -  K 341
 KR0420  PID         -  KR0420
 KR0420  STATE/COUNTY-  NV/CHURCHILL
 KR0420  USGS QUAD   -  WHITE PLAINS (1986)
 KR0420
 KR0420                         *CURRENT SURVEY CONTROL
 KR0420  ___________________________________________________________________
 KR0420* NAD 83(1986)-  39 53 27.     (N)    118 45 32.     (W)     SCALED    
 KR0420* NAVD 88     -      1185.83   (+/-2cm)    3890.5    (feet)  VERTCON   
 KR0420  ___________________________________________________________________
 KR0420  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 KR0420
 KR0420  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0420
 KR0420.The horizontal coordinates were scaled from a topographic map and have
 KR0420.an estimated accuracy of +/- 6 seconds.
 KR0420
 KR0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0420.The vertical order pertains to the NGVD 29 superseded value.
 KR0420
 KR0420.The geoid height was determined by GEOID03.
 KR0420
 KR0420;                    North         East    Units  Estimated Accuracy
 KR0420;SPC NV W     - 4,570,510.      784,990.      MT  (+/- 180 meters Scaled)
 KR0420
 KR0420                          SUPERSEDED SURVEY CONTROL
 KR0420
 KR0420  NGVD 29 (??/??/92) 1184.931  (m)         3887.56   (f) ADJ UNCH    1 2
 KR0420
 KR0420.Superseded values are not recommended for survey control.
 KR0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0420.See file dsdata.txt to determine how the superseded data were derived.
 KR0420
 KR0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE496171(NAD 83)
 KR0420_MARKER: DB = BENCH MARK DISK
 KR0420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0420_SP_SET: ABUTMENT
 KR0420_STAMPING: K 341 1953
 KR0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0420
 KR0420  HISTORY     - Date     Condition        Report By
 KR0420  HISTORY     - 1953     MONUMENTED       CGS
 KR0420
 KR0420                          STATION DESCRIPTION
 KR0420
 KR0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0420'6.1 MI N FROM PARRAN.
 KR0420'6.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0420'WATER TANK AT PARRAN, AT WOODEN BRIDGE 318.13, IN THE TOP OF THE
 KR0420'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT, 4 POLES NORTHEAST OF
 KR0420'MILEPOST 318, 7.3 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 2
 KR0420'FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0142 ***********************************************************************
 LS0142  DESIGNATION -  K 342
 LS0142  PID         -  LS0142
 LS0142  STATE/COUNTY-  NV/PERSHING
 LS0142  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0142
 LS0142                         *CURRENT SURVEY CONTROL
 LS0142  ___________________________________________________________________
 LS0142* NAD 83(1986)-  40 29 34.     (N)    118 17 48.     (W)     SCALED    
 LS0142* NAVD 88     -      1297.334  (meters)    4256.34   (feet)  ADJUSTED  
 LS0142  ___________________________________________________________________
 LS0142  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 LS0142  DYNAMIC HT  -        1296.299 (meters)    4252.94  (feet)  COMP
 LS0142  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 LS0142
 LS0142  VERT ORDER  -  FIRST     CLASS II
 LS0142
 LS0142.The horizontal coordinates were scaled from a topographic map and have
 LS0142.an estimated accuracy of +/- 6 seconds.
 LS0142
 LS0142.The orthometric height was determined by differential leveling
 LS0142.and adjusted by the National Geodetic Survey in June 1991..
 LS0142
 LS0142.The geoid height was determined by GEOID03.
 LS0142
 LS0142.The dynamic height is computed by dividing the NAVD 88
 LS0142.geopotential number by the normal gravity value computed on the
 LS0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0142.degrees latitude (g = 980.6199 gals.).
 LS0142
 LS0142.The modeled gravity was interpolated from observed gravity values.
 LS0142
 LS0142;                    North         East    Units  Estimated Accuracy
 LS0142;SPC NV W     - 4,637,360.      824,300.      MT  (+/- 180 meters Scaled)
 LS0142
 LS0142                          SUPERSEDED SURVEY CONTROL
 LS0142
 LS0142  NGVD 29 (??/??/92) 1296.35   (m)         4253.1    (f) COMPUTED    1 2
 LS0142
 LS0142.Superseded values are not recommended for survey control.
 LS0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0142.See file dsdata.txt to determine how the superseded data were derived.
 LS0142
 LS0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE901832(NAD 83)
 LS0142_MARKER: DB = BENCH MARK DISK
 LS0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0142_STAMPING: K 342 1953
 LS0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0142+STABILITY: SURFACE MOTION
 LS0142
 LS0142  HISTORY     - Date     Condition        Report By
 LS0142  HISTORY     - 1953     MONUMENTED       CGS
 LS0142
 LS0142                          STATION DESCRIPTION
 LS0142
 LS0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0142'3.3 MI N FROM RYE PATCH.
 LS0142'3.3 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0142'SIDING SIGN AT RYE PATCH, 10 POLES NORTH OF MILEPOLE 369, AT THE NORTH
 LS0142'END OF A CUT AND THE SOUTH END OF A FILL, 93.9 FEET EAST OF THE EAST
 LS0142'RAIL OF THE EAST TRACK, 48 1/2 FEET SOUTH OF A POWER LINE POLE, 3.8
 LS0142'FEET WEST OF A FENCE, 2.2 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 LS0142'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 LS0142'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0033 ***********************************************************************
 LS0033  DESIGNATION -  K 343
 LS0033  PID         -  LS0033
 LS0033  STATE/COUNTY-  NV/PERSHING
 LS0033  USGS QUAD   -  COSGRAVE (1982)
 LS0033
 LS0033                         *CURRENT SURVEY CONTROL
 LS0033  ___________________________________________________________________
 LS0033* NAD 83(1986)-  40 45 20.     (N)    118 01 46.     (W)     SCALED    
 LS0033* NAVD 88     -      1294.919  (meters)    4248.41   (feet)  ADJUSTED  
 LS0033  ___________________________________________________________________
 LS0033  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 LS0033  DYNAMIC HT  -        1293.925 (meters)    4245.15  (feet)  COMP
 LS0033  MODELED GRAV-     979,812.3   (mgal)                       NAVD 88
 LS0033
 LS0033  VERT ORDER  -  FIRST     CLASS II
 LS0033
 LS0033.The horizontal coordinates were scaled from a topographic map and have
 LS0033.an estimated accuracy of +/- 6 seconds.
 LS0033
 LS0033.The orthometric height was determined by differential leveling
 LS0033.and adjusted by the National Geodetic Survey in June 1991..
 LS0033
 LS0033.The geoid height was determined by GEOID03.
 LS0033
 LS0033.The dynamic height is computed by dividing the NAVD 88
 LS0033.geopotential number by the normal gravity value computed on the
 LS0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0033.degrees latitude (g = 980.6199 gals.).
 LS0033
 LS0033.The modeled gravity was interpolated from observed gravity values.
 LS0033
 LS0033;                    North         East    Units  Estimated Accuracy
 LS0033;SPC NV W     - 4,666,650.      846,770.      MT  (+/- 180 meters Scaled)
 LS0033
 LS0033                          SUPERSEDED SURVEY CONTROL
 LS0033
 LS0033  NGVD 29 (??/??/92) 1293.936  (m)         4245.19   (f) ADJ UNCH    1 2
 LS0033
 LS0033.Superseded values are not recommended for survey control.
 LS0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0033.See file dsdata.txt to determine how the superseded data were derived.
 LS0033
 LS0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF131121(NAD 83)
 LS0033_MARKER: DB = BENCH MARK DISK
 LS0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0033_SP_SET: CULVERT
 LS0033_STAMPING: K 343 1953
 LS0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0033
 LS0033  HISTORY     - Date     Condition        Report By
 LS0033  HISTORY     - 1953     MONUMENTED       CGS
 LS0033
 LS0033                          STATION DESCRIPTION
 LS0033
 LS0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0033'3.0 MI S FROM COSGRAVE.
 LS0033'3.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0033'WATER TANK AT COSGRAVE, AT STONE ARCH CULVERT 394.23, IN THE TOP OF
 LS0033'THE SOUTH END OF THE EAST CONCRETE HEAD WALL, 30 FEET EAST OF THE EAST
 LS0033'RAIL, AND ABOUT 12 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0612 ***********************************************************************
 LR0612  DESIGNATION -  K 344
 LR0612  PID         -  LR0612
 LR0612  STATE/COUNTY-  NV/HUMBOLDT
 LR0612  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0612
 LR0612                         *CURRENT SURVEY CONTROL
 LR0612  ___________________________________________________________________
 LR0612* NAD 83(1986)-  40 57 29.     (N)    117 47 40.     (W)     SCALED    
 LR0612* NAVD 88     -      1307.805  (meters)    4290.69   (feet)  ADJUSTED  
 LR0612  ___________________________________________________________________
 LR0612  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 LR0612  DYNAMIC HT  -        1306.820 (meters)    4287.46  (feet)  COMP
 LR0612  MODELED GRAV-     979,826.1   (mgal)                       NAVD 88
 LR0612
 LR0612  VERT ORDER  -  FIRST     CLASS II
 LR0612
 LR0612.The horizontal coordinates were scaled from a topographic map and have
 LR0612.an estimated accuracy of +/- 6 seconds.
 LR0612
 LR0612.The orthometric height was determined by differential leveling
 LR0612.and adjusted by the National Geodetic Survey in June 1991..
 LR0612
 LR0612.The geoid height was determined by GEOID03.
 LR0612
 LR0612.The dynamic height is computed by dividing the NAVD 88
 LR0612.geopotential number by the normal gravity value computed on the
 LR0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0612.degrees latitude (g = 980.6199 gals.).
 LR0612
 LR0612.The modeled gravity was interpolated from observed gravity values.
 LR0612
 LR0612;                    North         East    Units  Estimated Accuracy
 LR0612;SPC NV W     - 4,689,290.      866,410.      MT  (+/- 180 meters Scaled)
 LR0612
 LR0612                          SUPERSEDED SURVEY CONTROL
 LR0612
 LR0612  NGVD 29 (??/??/92) 1306.773  (m)         4287.30   (f) ADJ UNCH    1 2
 LR0612
 LR0612.Superseded values are not recommended for survey control.
 LR0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0612.See file dsdata.txt to determine how the superseded data were derived.
 LR0612
 LR0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF331344(NAD 83)
 LR0612_MARKER: DB = BENCH MARK DISK
 LR0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0612_STAMPING: K 344 1953
 LR0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0612+STABILITY: SURFACE MOTION
 LR0612
 LR0612  HISTORY     - Date     Condition        Report By
 LR0612  HISTORY     - 1953     MONUMENTED       CGS
 LR0612
 LR0612                          STATION DESCRIPTION
 LR0612
 LR0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0612'3.2 MI W FROM WINNEMUCCA.
 LR0612'3.2 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LR0612'WINNEMUCCA, 93 FEET SOUTH OF AND ACROSS THE TRACK FROM THE 6TH POLE
 LR0612'EAST OF MILEPOLE 529, AT THE WEST END OF LONG DEEP FILL, AT THE
 LR0612'CROSSING OF A POWER LINE, 82 1/2 FEET SOUTHWEST OF A POWER LINE POLE,
 LR0612'44.4 FEET SOUTH OF THE SOUTH RAIL, 52 FEET SOUTHEAST OF THE SOUTHEAST
 LR0612'CORNER OF A MOTOR SCOOTER PLATFORM, 50 FEET NORTH OF THE CENTER LINE
 LR0612'OF A TRACK ROAD, ABOUT 4 FEET LOWER THAN THE TRACK, 1.7 FEET NORTHEAST
 LR0612'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LR0612'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0200 ***********************************************************************
 MU0200  DESIGNATION -  K 345
 MU0200  PID         -  MU0200
 MU0200  STATE/COUNTY-  NV/HUMBOLDT
 MU0200  USGS QUAD   -  RED HOUSE FLAT WEST (1988)
 MU0200
 MU0200                         *CURRENT SURVEY CONTROL
 MU0200  ___________________________________________________________________
 MU0200* NAD 83(1986)-  41 00 20.     (N)    117 22 30.     (W)     SCALED    
 MU0200* NAVD 88     -      1380.687  (meters)    4529.80   (feet)  ADJUSTED  
 MU0200  ___________________________________________________________________
 MU0200  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 MU0200  DYNAMIC HT  -        1379.658 (meters)    4526.43  (feet)  COMP
 MU0200  MODELED GRAV-     979,830.7   (mgal)                       NAVD 88
 MU0200
 MU0200  VERT ORDER  -  FIRST     CLASS II
 MU0200
 MU0200.The horizontal coordinates were scaled from a topographic map and have
 MU0200.an estimated accuracy of +/- 6 seconds.
 MU0200
 MU0200.The orthometric height was determined by differential leveling
 MU0200.and adjusted by the National Geodetic Survey in June 1991..
 MU0200
 MU0200.The geoid height was determined by GEOID03.
 MU0200
 MU0200.The dynamic height is computed by dividing the NAVD 88
 MU0200.geopotential number by the normal gravity value computed on the
 MU0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0200.degrees latitude (g = 980.6199 gals.).
 MU0200
 MU0200.The modeled gravity was interpolated from observed gravity values.
 MU0200
 MU0200;                    North         East    Units  Estimated Accuracy
 MU0200;SPC NV W     - 4,694,970.      901,650.      MT  (+/- 180 meters Scaled)
 MU0200
 MU0200                          SUPERSEDED SURVEY CONTROL
 MU0200
 MU0200  NGVD 29 (??/??/92) 1379.674  (m)         4526.48   (f) ADJ UNCH    1 2
 MU0200
 MU0200.Superseded values are not recommended for survey control.
 MU0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0200.See file dsdata.txt to determine how the superseded data were derived.
 MU0200
 MU0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF684394(NAD 83)
 MU0200_MARKER: DB = BENCH MARK DISK
 MU0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0200_STAMPING: K 345 1953
 MU0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0200+STABILITY: SURFACE MOTION
 MU0200
 MU0200  HISTORY     - Date     Condition        Report By
 MU0200  HISTORY     - 1953     MONUMENTED       CGS
 MU0200
 MU0200                          STATION DESCRIPTION
 MU0200
 MU0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MU0200'2.9 MI NE FROM PREBLE SIDING.
 MU0200'1.1 MILES EAST ALONG STATE HIGHWAY 18 FROM THE CROSSING OF THE
 MU0200'SOUTHERN PACIFIC COMPANY RAILROAD AT PREBLE SIDING, THENCE 1.8 MILES
 MU0200'NORTH ALONG A GRAVELED ROAD, ON A RIDGE, AT THE Y JUNCTION OF A DIRT
 MU0200'ROAD LEADING EAST, 148 FEET NORTHEAST OF THE CENTER OF THE JUNCTION,
 MU0200'34 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD, 32 1/2
 MU0200'FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 1.9 FEET SOUTHWEST OF
 MU0200'A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE GRAVELED ROAD, AND SET IN
 MU0200'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0267 ***********************************************************************
 LR0267  DESIGNATION -  K 346
 LR0267  PID         -  LR0267
 LR0267  STATE/COUNTY-  NV/LANDER
 LR0267  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0267
 LR0267                         *CURRENT SURVEY CONTROL
 LR0267  ___________________________________________________________________
 LR0267* NAD 83(1986)-  40 40 19.     (N)    116 58 19.     (W)     SCALED    
 LR0267* NAVD 88     -      1371.988  (meters)    4501.26   (feet)  ADJUSTED  
 LR0267  ___________________________________________________________________
 LR0267  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 LR0267  DYNAMIC HT  -        1370.894 (meters)    4497.67  (feet)  COMP
 LR0267  MODELED GRAV-     979,779.7   (mgal)                       NAVD 88
 LR0267
 LR0267  VERT ORDER  -  FIRST     CLASS II
 LR0267
 LR0267.The horizontal coordinates were scaled from a topographic map and have
 LR0267.an estimated accuracy of +/- 6 seconds.
 LR0267
 LR0267.The orthometric height was determined by differential leveling
 LR0267.and adjusted by the National Geodetic Survey in June 1991..
 LR0267
 LR0267.The geoid height was determined by GEOID03.
 LR0267
 LR0267.The dynamic height is computed by dividing the NAVD 88
 LR0267.geopotential number by the normal gravity value computed on the
 LR0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0267.degrees latitude (g = 980.6199 gals.).
 LR0267
 LR0267.The modeled gravity was interpolated from observed gravity values.
 LR0267
 LR0267;                    North         East    Units  Estimated Accuracy
 LR0267;SPC NV C     - 6,657,260.      474,190.      MT  (+/- 180 meters Scaled)
 LR0267
 LR0267                          SUPERSEDED SURVEY CONTROL
 LR0267
 LR0267.No superseded survey control is available for this station.
 LR0267
 LR0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF023023(NAD 83)
 LR0267_MARKER: DB = BENCH MARK DISK
 LR0267_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LR0267_STAMPING: K 346 1953
 LR0267_MARK LOGO: CGS   
 LR0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0267+STABILITY: SURFACE MOTION
 LR0267
 LR0267  HISTORY     - Date     Condition        Report By
 LR0267  HISTORY     - 1953     MONUMENTED       CGS
 LR0267  HISTORY     - 1984     GOOD             NGS
 LR0267
 LR0267                          STATION DESCRIPTION
 LR0267
 LR0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0267'2.8 MI NW FROM BATTLE MOUNTAIN.
 LR0267'2.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0267'THE STATION AT BATTLE MOUNTAIN, 90 FEET SOUTH OF AND ACROSS THE TRACK
 LR0267'FROM MILEPOLE 473, AT 24-INCH CONCRETE PIPE CULVERT 473.01, IN THE TOP
 LR0267'OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL, 13.6 FEET
 LR0267'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP
 LR0267'OF THE RAIL.
 LR0267
 LR0267                          STATION RECOVERY (1984)
 LR0267
 LR0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0092 ***********************************************************************
 MT0092  DESIGNATION -  K 347
 MT0092  PID         -  MT0092
 MT0092  STATE/COUNTY-  NV/ELKO
 MT0092  USGS QUAD   -  VALLEY PASS (1976)
 MT0092
 MT0092                         *CURRENT SURVEY CONTROL
 MT0092  ___________________________________________________________________
 MT0092* NAD 83(1986)-  41 10 50.     (N)    114 29 39.     (W)     SCALED    
 MT0092* NAVD 88     -      1857.835  (meters)    6095.25   (feet)  ADJUSTED  
 MT0092  ___________________________________________________________________
 MT0092  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 MT0092  DYNAMIC HT  -        1856.277 (meters)    6090.14  (feet)  COMP
 MT0092  MODELED GRAV-     979,718.5   (mgal)                       NAVD 88
 MT0092
 MT0092  VERT ORDER  -  FIRST     CLASS II
 MT0092
 MT0092.The horizontal coordinates were scaled from a topographic map and have
 MT0092.an estimated accuracy of +/- 6 seconds.
 MT0092
 MT0092.The orthometric height was determined by differential leveling
 MT0092.and adjusted by the National Geodetic Survey in June 1991..
 MT0092
 MT0092.The geoid height was determined by GEOID03.
 MT0092
 MT0092.The dynamic height is computed by dividing the NAVD 88
 MT0092.geopotential number by the normal gravity value computed on the
 MT0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0092.degrees latitude (g = 980.6199 gals.).
 MT0092
 MT0092.The modeled gravity was interpolated from observed gravity values.
 MT0092
 MT0092;                    North         East    Units  Estimated Accuracy
 MT0092;SPC NV E     - 8,714,270.      291,380.      MT  (+/- 180 meters Scaled)
 MT0092
 MT0092                          SUPERSEDED SURVEY CONTROL
 MT0092
 MT0092  NGVD 29 (??/??/92) 1856.674  (m)         6091.44   (f) ADJ UNCH    1 2
 MT0092
 MT0092.Superseded values are not recommended for survey control.
 MT0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0092.See file dsdata.txt to determine how the superseded data were derived.
 MT0092
 MT0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF101618(NAD 83)
 MT0092_MARKER: DB = BENCH MARK DISK
 MT0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0092_STAMPING: K 347 1953
 MT0092_MARK LOGO: CGS   
 MT0092_PROJECTION: PROJECTING 10 CENTIMETERS
 MT0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0092+STABILITY: SURFACE MOTION
 MT0092
 MT0092  HISTORY     - Date     Condition        Report By
 MT0092  HISTORY     - 1953     MONUMENTED       CGS
 MT0092  HISTORY     - 1984     GOOD             NGS
 MT0092
 MT0092                          STATION DESCRIPTION
 MT0092
 MT0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0092'2.7 MI NW FROM VALLEY PASS.
 MT0092'2.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0092'THE STATION AT VALLEY PASS, 0.1 MILE SOUTHEAST OF MILEPOLE 638, AT
 MT0092'ABOUT THE CENTER OF A LONG CUT, 201.8 FEET NORTHEAST OF THE NORTHEAST
 MT0092'RAIL, 12 FEET NORTH OF TELEGRAPH POLE 22B, 3.5 FEET NORTHEAST OF THE
 MT0092'FENCE, 2.8 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 MT0092'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MT0092'ABOVE THE GROUND.
 MT0092
 MT0092                          STATION RECOVERY (1984)
 MT0092
 MT0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0092'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.25 KM
 MT0092'(13.9 MI) SOUTHWEST ALONG STATE HIGHWAY 233 FROM THE POST OFFICE AT
 MT0092'MONTELLO, THENCE 15.1 KM (9.45 MI) NORTHWEST ALONG THE SOUTHERN
 MT0092'PACIFIC RAILROAD, 0.15 KM (0.1 MI) SOUTHEAST OF MILEPOLE 638, 0.1 KM
 MT0092'(0.05 MI) NORTH ACROSS COUNTRY FROM SEMIPHORE 638.1, 61.6 METERS
 MT0092'(202 FT) NORTHEAST OF THE NORTHEAST RAIL AND 1.0 METER (3.5 FT)
 MT0092'SOUTHWEST OF THE RIGHT OF WAY FENCE.
 MT0092'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 MT0092'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0140 ***********************************************************************
 MT0140  DESIGNATION -  K 348
 MT0140  PID         -  MT0140
 MT0140  STATE/COUNTY-  NV/ELKO
 MT0140  USGS QUAD   -  TECOMA (1976)
 MT0140
 MT0140                         *CURRENT SURVEY CONTROL
 MT0140  ___________________________________________________________________
 MT0140* NAD 83(1986)-  41 19 15.     (N)    114 04 52.     (W)     SCALED    
 MT0140* NAVD 88     -      1466.372  (meters)    4810.92   (feet)  ADJUSTED  
 MT0140  ___________________________________________________________________
 MT0140  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 MT0140  DYNAMIC HT  -        1465.252 (meters)    4807.25  (feet)  COMP
 MT0140  MODELED GRAV-     979,809.1   (mgal)                       NAVD 88
 MT0140
 MT0140  VERT ORDER  -  FIRST     CLASS II
 MT0140
 MT0140.The horizontal coordinates were scaled from a topographic map and have
 MT0140.an estimated accuracy of +/- 6 seconds.
 MT0140
 MT0140.The orthometric height was determined by differential leveling
 MT0140.and adjusted by the National Geodetic Survey in June 1991..
 MT0140
 MT0140.The geoid height was determined by GEOID03.
 MT0140
 MT0140.The dynamic height is computed by dividing the NAVD 88
 MT0140.geopotential number by the normal gravity value computed on the
 MT0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0140.degrees latitude (g = 980.6199 gals.).
 MT0140
 MT0140.The modeled gravity was interpolated from observed gravity values.
 MT0140
 MT0140;                    North         East    Units  Estimated Accuracy
 MT0140;SPC NV E     - 8,730,360.      325,760.      MT  (+/- 180 meters Scaled)
 MT0140
 MT0140                          SUPERSEDED SURVEY CONTROL
 MT0140
 MT0140  NGVD 29 (??/??/92) 1465.290  (m)         4807.37   (f) ADJ UNCH    1 2
 MT0140
 MT0140.Superseded values are not recommended for survey control.
 MT0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0140.See file dsdata.txt to determine how the superseded data were derived.
 MT0140
 MT0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF443784(NAD 83)
 MT0140_MARKER: DB = BENCH MARK DISK
 MT0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0140_STAMPING: K 348 1953
 MT0140_MARK LOGO: CGS   
 MT0140_PROJECTION: PROJECTING 3 CENTIMETERS
 MT0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0140+STABILITY: SURFACE MOTION
 MT0140
 MT0140  HISTORY     - Date     Condition        Report By
 MT0140  HISTORY     - 1953     MONUMENTED       CGS
 MT0140  HISTORY     - 1984     GOOD             NGS
 MT0140
 MT0140                          STATION DESCRIPTION
 MT0140
 MT0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0140'7.1 MI NE FROM MONTELLO.
 MT0140'7.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0140'THE STATION AT MONTELLO, AT THE CROSSING OF A COUNTY ROAD, 7 RAILS
 MT0140'EAST OF THE CENTER OF THE CROSSING, 320 FEET WEST OF AND ACROSS THE
 MT0140'TRACKS FROM THE WEST CORNER OF A STOCK PEN, 79.4 FEET NORTHWEST OF THE
 MT0140'NORTHWEST RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 4 1/2 FEET
 MT0140'SOUTHWEST OF MILEPOLE 669, 2.2 FEET NORTHEAST OF A WITNESS POST, ABOUT
 MT0140'5 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MT0140'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MT0140
 MT0140                          STATION RECOVERY (1984)
 MT0140
 MT0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0140'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.7 KM
 MT0140'(7.3 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MT0140'OFFICE AT MONTELLO, 0.1 KM (0.05 MI) NORTHEAST OF THE JUNCTION OF
 MT0140'COUNTY ROAD 10, 24.2 METERS (79.5 FT) NORTHWEST OF THE NORTHWEST RAIL,
 MT0140'3.3 METERS (11 FT) EAST OF AN OFFSET FENCE CORNER IN THE RIGHT OF WAY
 MT0140'FENCE AND 1.3 METERS (4.5 FT) SOUTHWEST OF MILEPOLE 669.
 MT0140'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 MT0140'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0300 ***********************************************************************
 JQ0300  DESIGNATION -  K 349
 JQ0300  PID         -  JQ0300
 JQ0300  STATE/COUNTY-  NV/ESMERALDA
 JQ0300  USGS QUAD   -  CROW SPRINGS (1968)
 JQ0300
 JQ0300                         *CURRENT SURVEY CONTROL
 JQ0300  ___________________________________________________________________
 JQ0300* NAD 83(1986)-  38 07 41.     (N)    117 34 17.     (W)     SCALED    
 JQ0300* NAVD 88     -      1455.514  (meters)    4775.30   (feet)  ADJUSTED  
 JQ0300  ___________________________________________________________________
 JQ0300  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 JQ0300  DYNAMIC HT  -        1453.970 (meters)    4770.23  (feet)  COMP
 JQ0300  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 JQ0300
 JQ0300  VERT ORDER  -  FIRST     CLASS II
 JQ0300
 JQ0300.The horizontal coordinates were scaled from a topographic map and have
 JQ0300.an estimated accuracy of +/- 6 seconds.
 JQ0300
 JQ0300.The orthometric height was determined by differential leveling
 JQ0300.and adjusted by the National Geodetic Survey in June 1991..
 JQ0300
 JQ0300.The geoid height was determined by GEOID03.
 JQ0300
 JQ0300.The dynamic height is computed by dividing the NAVD 88
 JQ0300.geopotential number by the normal gravity value computed on the
 JQ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0300.degrees latitude (g = 980.6199 gals.).
 JQ0300
 JQ0300.The modeled gravity was interpolated from observed gravity values.
 JQ0300
 JQ0300;                    North         East    Units  Estimated Accuracy
 JQ0300;SPC NV W     - 4,375,300.      888,720.      MT  (+/- 180 meters Scaled)
 JQ0300
 JQ0300                          SUPERSEDED SURVEY CONTROL
 JQ0300
 JQ0300  NGVD 29 (??/??/92) 1454.414  (m)         4771.69   (f) ADJ UNCH    1 2
 JQ0300
 JQ0300.Superseded values are not recommended for survey control.
 JQ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0300.See file dsdata.txt to determine how the superseded data were derived.
 JQ0300
 JQ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC499201(NAD 83)
 JQ0300_MARKER: DB = BENCH MARK DISK
 JQ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0300_STAMPING: K 349 1953
 JQ0300_MARK LOGO: CGS   
 JQ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0300+STABILITY: SURFACE MOTION
 JQ0300
 JQ0300  HISTORY     - Date     Condition        Report By
 JQ0300  HISTORY     - 1953     MONUMENTED       CGS
 JQ0300  HISTORY     - 1968     GOOD             USAF
 JQ0300  HISTORY     - 1984     GOOD             NGS
 JQ0300
 JQ0300                          STATION DESCRIPTION
 JQ0300
 JQ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0300'20.1 MI W FROM TONOPAH.
 JQ0300'20.1 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0300'TONOPAH, 0.1 MILE EAST OF A POINT WHERE THE HIGHWAY TURNS SOUTHWEST,
 JQ0300'145 FEET SOUTHWEST OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF
 JQ0300'BOX CULVERT B 1130+77, 65 FEET SOUTH OF THE CENTER LINE OF THE
 JQ0300'HIGHWAY, 2.1 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN
 JQ0300'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 JQ0300'ABOVE THE GROUND.
 JQ0300
 JQ0300                          STATION RECOVERY (1968)
 JQ0300
 JQ0300'RECOVERY NOTE BY US AIR FORCE 1968
 JQ0300'RECOVERED IN GOOD CONDITION.
 JQ0300
 JQ0300                          STATION RECOVERY (1984)
 JQ0300
 JQ0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0075 ***********************************************************************
 JQ0075  DESIGNATION -  K 35
 JQ0075  PID         -  JQ0075
 JQ0075  STATE/COUNTY-  NV/NYE
 JQ0075  USGS QUAD   -  YELLOW CONE (1986)
 JQ0075
 JQ0075                         *CURRENT SURVEY CONTROL
 JQ0075  ___________________________________________________________________
 JQ0075* NAD 83(1986)-  38 07 16.     (N)    116 46 26.     (W)     SCALED    
 JQ0075* NAVD 88     -      1908.333  (meters)    6260.92   (feet)  ADJUSTED  
 JQ0075  ___________________________________________________________________
 JQ0075  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 JQ0075  DYNAMIC HT  -        1906.186 (meters)    6253.88  (feet)  COMP
 JQ0075  MODELED GRAV-     979,435.8   (mgal)                       NAVD 88
 JQ0075
 JQ0075  VERT ORDER  -  FIRST     CLASS II
 JQ0075
 JQ0075.The horizontal coordinates were scaled from a topographic map and have
 JQ0075.an estimated accuracy of +/- 6 seconds.
 JQ0075
 JQ0075.The orthometric height was determined by differential leveling
 JQ0075.and adjusted by the National Geodetic Survey in June 1991..
 JQ0075
 JQ0075.The geoid height was determined by GEOID03.
 JQ0075
 JQ0075.The dynamic height is computed by dividing the NAVD 88
 JQ0075.geopotential number by the normal gravity value computed on the
 JQ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0075.degrees latitude (g = 980.6199 gals.).
 JQ0075
 JQ0075.The modeled gravity was interpolated from observed gravity values.
 JQ0075
 JQ0075;                    North         East    Units  Estimated Accuracy
 JQ0075;SPC NV C     - 6,374,050.      490,600.      MT  (+/- 180 meters Scaled)
 JQ0075
 JQ0075                          SUPERSEDED SURVEY CONTROL
 JQ0075
 JQ0075  NGVD 29 (??/??/92) 1907.182  (m)         6257.15   (f) ADJ UNCH    1 2
 JQ0075
 JQ0075.Superseded values are not recommended for survey control.
 JQ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0075.See file dsdata.txt to determine how the superseded data were derived.
 JQ0075
 JQ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC198192(NAD 83)
 JQ0075_MARKER: DB = BENCH MARK DISK
 JQ0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0075_STAMPING: 6257.228 K 35 1933
 JQ0075_MARK LOGO: CGS   
 JQ0075_PROJECTION: PROJECTING 15 CENTIMETERS
 JQ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0075+STABILITY: SURFACE MOTION
 JQ0075
 JQ0075  HISTORY     - Date     Condition        Report By
 JQ0075  HISTORY     - 1933     MONUMENTED       CGS
 JQ0075  HISTORY     - 1934     GOOD             NGS
 JQ0075  HISTORY     - 1982     GOOD             USGS
 JQ0075  HISTORY     - 1984     GOOD             NGS
 JQ0075
 JQ0075                          STATION DESCRIPTION
 JQ0075
 JQ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0075'7.5 MI W FROM CLARK STATION.
 JQ0075'ABOUT 7.5 MILES WEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JQ0075'CLARK STATION, NYE COUNTY, AND ABOUT 40 FEET NORTH OF THE CENTER LINE
 JQ0075'OF THE HIGHWAY.  A STANDARD DISK, STAMPED 6257.228 K 35 1933 AND SET
 JQ0075'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 14 INCHES ABOVE GROUND.
 JQ0075
 JQ0075                          STATION RECOVERY (1934)
 JQ0075
 JQ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JQ0075'RECOVERED IN GOOD CONDITION.
 JQ0075
 JQ0075                          STATION RECOVERY (1982)
 JQ0075
 JQ0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JQ0075'BENCH MARK IS LOCATED 26.9 MILES EAST ALONG US HIGHWAY 6 FROM THE
 JQ0075'POST OFFICE IN TONOPAH, NEVADA. BM IS SOME 47 METERS SOUTH OF THE
 JQ0075'CENTERLINE OF US HIGHWAY 6.
 JQ0075
 JQ0075                          STATION RECOVERY (1984)
 JQ0075
 JQ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0075'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0075'41.9 KM (26.2 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0075'HIGHWAY 95 AT TONOPAH, 0.2 KM (0.1 MI) WEST OF MILEPOST 28,
 JQ0075'42.7 METERS (140.5 FT) SOUTH OF THE HIGHWAY CENTERLINE AND 12.2 METERS
 JQ0075'(40 FT) NORTH OF THE CENTER OF AN OLD ROAD BED.
 JQ0075'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 JQ0075'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0260 ***********************************************************************
 JQ0260  DESIGNATION -  K 350
 JQ0260  PID         -  JQ0260
 JQ0260  STATE/COUNTY-  NV/ESMERALDA
 JQ0260  USGS QUAD   -  COALDALE (1980)
 JQ0260
 JQ0260                         *CURRENT SURVEY CONTROL
 JQ0260  ___________________________________________________________________
 JQ0260* NAD 83(1986)-  38 04 50.     (N)    117 54 50.     (W)     SCALED    
 JQ0260* NAVD 88     -      1381.828  (meters)    4533.55   (feet)  ADJUSTED  
 JQ0260  ___________________________________________________________________
 JQ0260  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 JQ0260  DYNAMIC HT  -        1380.363 (meters)    4528.74  (feet)  COMP
 JQ0260  MODELED GRAV-     979,521.7   (mgal)                       NAVD 88
 JQ0260
 JQ0260  VERT ORDER  -  FIRST     CLASS II
 JQ0260
 JQ0260.The horizontal coordinates were scaled from a topographic map and have
 JQ0260.an estimated accuracy of +/- 6 seconds.
 JQ0260
 JQ0260.The orthometric height was determined by differential leveling
 JQ0260.and adjusted by the National Geodetic Survey in June 1991..
 JQ0260
 JQ0260.The geoid height was determined by GEOID03.
 JQ0260
 JQ0260.The dynamic height is computed by dividing the NAVD 88
 JQ0260.geopotential number by the normal gravity value computed on the
 JQ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0260.degrees latitude (g = 980.6199 gals.).
 JQ0260
 JQ0260.The modeled gravity was interpolated from observed gravity values.
 JQ0260
 JQ0260;                    North         East    Units  Estimated Accuracy
 JQ0260;SPC NV W     - 4,369,760.      858,730.      MT  (+/- 180 meters Scaled)
 JQ0260
 JQ0260                          SUPERSEDED SURVEY CONTROL
 JQ0260
 JQ0260  NGVD 29 (??/??/92) 1380.726  (m)         4529.93   (f) ADJ UNCH    1 2
 JQ0260
 JQ0260.Superseded values are not recommended for survey control.
 JQ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0260.See file dsdata.txt to determine how the superseded data were derived.
 JQ0260
 JQ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC198151(NAD 83)
 JQ0260_MARKER: DB = BENCH MARK DISK
 JQ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0260_STAMPING: K 350 1953
 JQ0260_MARK LOGO: CGS   
 JQ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0260+STABILITY: SURFACE MOTION
 JQ0260
 JQ0260  HISTORY     - Date     Condition        Report By
 JQ0260  HISTORY     - 1953     MONUMENTED       CGS
 JQ0260  HISTORY     - 1984     GOOD             NGS
 JQ0260
 JQ0260                          STATION DESCRIPTION
 JQ0260
 JQ0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0260'3.8 MI NW FROM COALDALE.
 JQ0260'3.8 MILES NORTHWEST ALONG U. S. HIGHWAY 95 FROM THE JUNCTION OF U. S.
 JQ0260'HIGHWAY 6 AT COALDALE, 0.15 MILE SOUTHEAST OF 2- BY 2-FOOT WOODEN BOX
 JQ0260'CULVERT 2456+00, 77 1/2 FEET SOUTHWEST OF THE CENTER LINE OF AN
 JQ0260'ABANDONED RAILROAD BED, 61.4 FEET NORTHEAST OF THE CENTER LINE OF THE
 JQ0260'HIGHWAY, 2.8 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 JQ0260'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 JQ0260'ABOVE THE GROUND.
 JQ0260
 JQ0260                          STATION RECOVERY (1984)
 JQ0260
 JQ0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0209 ***********************************************************************
 LR0209  DESIGNATION -  K 351
 LR0209  PID         -  LR0209
 LR0209  STATE/COUNTY-  NV/LANDER
 LR0209  USGS QUAD   -  STONY POINT (1985)
 LR0209
 LR0209                         *CURRENT SURVEY CONTROL
 LR0209  ___________________________________________________________________
 LR0209* NAD 83(1986)-  40 38 30.     (N)    116 46 20.     (W)     SCALED    
 LR0209* NAVD 88     -      1387.551  (meters)    4552.32   (feet)  ADJUSTED  
 LR0209  ___________________________________________________________________
 LR0209  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 LR0209  DYNAMIC HT  -        1386.447 (meters)    4548.70  (feet)  COMP
 LR0209  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 LR0209
 LR0209  VERT ORDER  -  FIRST     CLASS II
 LR0209
 LR0209.The horizontal coordinates were scaled from a topographic map and have
 LR0209.an estimated accuracy of +/- 6 seconds.
 LR0209
 LR0209.The orthometric height was determined by differential leveling
 LR0209.and adjusted by the National Geodetic Survey in June 1991..
 LR0209
 LR0209.The geoid height was determined by GEOID03.
 LR0209
 LR0209.The dynamic height is computed by dividing the NAVD 88
 LR0209.geopotential number by the normal gravity value computed on the
 LR0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0209.degrees latitude (g = 980.6199 gals.).
 LR0209
 LR0209.The modeled gravity was interpolated from observed gravity values.
 LR0209
 LR0209;                    North         East    Units  Estimated Accuracy
 LR0209;SPC NV C     - 6,653,860.      491,070.      MT  (+/- 180 meters Scaled)
 LR0209
 LR0209                          SUPERSEDED SURVEY CONTROL
 LR0209
 LR0209  NGVD 29 (??/??/92) 1386.499  (m)         4548.87   (f) ADJ UNCH    1 2
 LR0209
 LR0209.Superseded values are not recommended for survey control.
 LR0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0209.See file dsdata.txt to determine how the superseded data were derived.
 LR0209
 LR0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE192990(NAD 83)
 LR0209_MARKER: DB = BENCH MARK DISK
 LR0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0209_STAMPING: K 351 1953
 LR0209_MARK LOGO: CGS   
 LR0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0209+STABILITY: SURFACE MOTION
 LR0209
 LR0209  HISTORY     - Date     Condition        Report By
 LR0209  HISTORY     - 1953     MONUMENTED       CGS
 LR0209  HISTORY     - 1984     GOOD             NGS
 LR0209
 LR0209                          STATION DESCRIPTION
 LR0209
 LR0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0209'10.1 MI E FROM BATTLE MOUNTAIN.
 LR0209'10.1 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0209'STATION AT BATTLE MOUNTAIN, 145 1/2 FEET EAST OF AND ACROSS THE TRACK
 LR0209'FROM MILEPOLE 486, ABOUT 40 YARDS NORTHEAST OF THE NORTHEAST END OF A
 LR0209'CUT, 61.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5 FEET NORTHEAST OF
 LR0209'TELEGRAPH POLE E 16, 1.5 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3
 LR0209'FEET LOWER THANTHE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 LR0209'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LR0209
 LR0209                          STATION RECOVERY (1984)
 LR0209
 LR0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0008 ***********************************************************************
 LR0008  DESIGNATION -  K 352
 LR0008  PID         -  LR0008
 LR0008  STATE/COUNTY-  NV/EUREKA
 LR0008  USGS QUAD   -  BEOWAWE (1986)
 LR0008
 LR0008                         *CURRENT SURVEY CONTROL
 LR0008  ___________________________________________________________________
 LR0008* NAD 83(1986)-  40 34 37.     (N)    116 27 30.     (W)     SCALED    
 LR0008* NAVD 88     -      1435.665  (meters)    4710.18   (feet)  ADJUSTED  
 LR0008  ___________________________________________________________________
 LR0008  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 LR0008  DYNAMIC HT  -        1434.497 (meters)    4706.35  (feet)  COMP
 LR0008  MODELED GRAV-     979,761.2   (mgal)                       NAVD 88
 LR0008
 LR0008  VERT ORDER  -  FIRST     CLASS II
 LR0008
 LR0008.The horizontal coordinates were scaled from a topographic map and have
 LR0008.an estimated accuracy of +/- 6 seconds.
 LR0008
 LR0008.The orthometric height was determined by differential leveling
 LR0008.and adjusted by the National Geodetic Survey in June 1991..
 LR0008
 LR0008.The geoid height was determined by GEOID03.
 LR0008
 LR0008.The dynamic height is computed by dividing the NAVD 88
 LR0008.geopotential number by the normal gravity value computed on the
 LR0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0008.degrees latitude (g = 980.6199 gals.).
 LR0008
 LR0008.The modeled gravity was interpolated from observed gravity values.
 LR0008
 LR0008;                    North         East    Units  Estimated Accuracy
 LR0008;SPC NV E     - 8,647,040.      125,920.      MT  (+/- 180 meters Scaled)
 LR0008
 LR0008                          SUPERSEDED SURVEY CONTROL
 LR0008
 LR0008  NGVD 29 (??/??/92) 1434.591  (m)         4706.65   (f) ADJ UNCH    1 2
 LR0008
 LR0008.Superseded values are not recommended for survey control.
 LR0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0008.See file dsdata.txt to determine how the superseded data were derived.
 LR0008
 LR0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE458919(NAD 83)
 LR0008_MARKER: DB = BENCH MARK DISK
 LR0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LR0008_SP_SET: CULVERT
 LR0008_STAMPING: K 352 1953
 LR0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0008+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001
 LR0008
 LR0008  HISTORY     - Date     Condition        Report By
 LR0008  HISTORY     - 1953     MONUMENTED       CGS
 LR0008  HISTORY     - 20011023 GOOD             NVGS
 LR0008
 LR0008                          STATION DESCRIPTION
 LR0008
 LR0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0008'1.6 MI SE FROM BEOWAWE.
 LR0008'1.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0008'THE STATION AT BEOWAWE, 0.25 MILE (8-1/4 RAILS) NORTHWEST OF MILEPOLE
 LR0008'510, AT DOUBLE 42-INCH CONCRETE PIPE CULVERT 509.75, IN THE TOP OF THE
 LR0008'NORTHEAST CONCRETE HEAD WALL, 3-3/4 RAILS SOUTHEAST OF A BEOWAWE ONE
 LR0008'MILE SIGN, 10.2 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 2 FEET
 LR0008'LOWER THAN THE TOP OF THE RAIL.
 LR0008
 LR0008                          STATION RECOVERY (2001)
 LR0008
 LR0008'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 LR0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0030 ***********************************************************************
 LR0030  DESIGNATION -  K 353
 LR0030  PID         -  LR0030
 LR0030  STATE/COUNTY-  NV/EUREKA
 LR0030  USGS QUAD   -  CARLIN WEST (1985)
 LR0030
 LR0030                         *CURRENT SURVEY CONTROL
 LR0030  ___________________________________________________________________
 LR0030* NAD 83(1986)-  40 39 05.     (N)    116 09 35.     (W)     SCALED    
 LR0030* NAVD 88     -      1482.435  (meters)    4863.62   (feet)  ADJUSTED  
 LR0030  ___________________________________________________________________
 LR0030  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 LR0030  DYNAMIC HT  -        1481.225 (meters)    4859.65  (feet)  COMP
 LR0030  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 LR0030
 LR0030  VERT ORDER  -  FIRST     CLASS II
 LR0030
 LR0030.The horizontal coordinates were scaled from a topographic map and have
 LR0030.an estimated accuracy of +/- 6 seconds.
 LR0030
 LR0030.The orthometric height was determined by differential leveling
 LR0030.and adjusted by the National Geodetic Survey in June 1991..
 LR0030
 LR0030.The geoid height was determined by GEOID03.
 LR0030
 LR0030.The dynamic height is computed by dividing the NAVD 88
 LR0030.geopotential number by the normal gravity value computed on the
 LR0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0030.degrees latitude (g = 980.6199 gals.).
 LR0030
 LR0030.The modeled gravity was interpolated from observed gravity values.
 LR0030
 LR0030;                    North         East    Units  Estimated Accuracy
 LR0030;SPC NV E     - 8,655,100.      151,260.      MT  (+/- 180 meters Scaled)
 LR0030
 LR0030                          SUPERSEDED SURVEY CONTROL
 LR0030
 LR0030  NGVD 29 (??/??/92) 1481.356  (m)         4860.08   (f) ADJ UNCH    1 2
 LR0030
 LR0030.Superseded values are not recommended for survey control.
 LR0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0030.See file dsdata.txt to determine how the superseded data were derived.
 LR0030
 LR0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF710003(NAD 83)
 LR0030_MARKER: DB = BENCH MARK DISK
 LR0030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LR0030_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LR0030_STAMPING: K 353 1953
 LR0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0030
 LR0030  HISTORY     - Date     Condition        Report By
 LR0030  HISTORY     - 1953     MONUMENTED       CGS
 LR0030  HISTORY     - 1983     POOR             USGS
 LR0030
 LR0030                          STATION DESCRIPTION
 LR0030
 LR0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0030'3.5 MI NE FROM PALISADE.
 LR0030'3.5 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0030'THE STATION AT PALISADE, 0.2 MILE (9 POLES) NORTH OF MILEPOLE 524,
 LR0030'61.4 FEET WEST OF THE WEST RAIL, 37 FEET SOUTHWEST OF TELEPHONE POLE
 LR0030'54B, 1.4 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 LR0030'TRACK, AND BRAZED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT
 LR0030'ABOVE THE GROUND.
 LR0030
 LR0030                          STATION RECOVERY (1983)
 LR0030
 LR0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0030'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0462 ***********************************************************************
 LQ0462  DESIGNATION -  K 354
 LQ0462  PID         -  LQ0462
 LQ0462  STATE/COUNTY-  NV/ELKO
 LQ0462  USGS QUAD   -  RYNDON (1982)
 LQ0462
 LQ0462                         *CURRENT SURVEY CONTROL
 LQ0462  ___________________________________________________________________
 LQ0462* NAD 83(1986)-  40 56 35.     (N)    115 35 59.     (W)     SCALED    
 LQ0462* NAVD 88     -      1572.979  (meters)    5160.68   (feet)  ADJUSTED  
 LQ0462  ___________________________________________________________________
 LQ0462  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 LQ0462  DYNAMIC HT  -        1571.693 (meters)    5156.46  (feet)  COMP
 LQ0462  MODELED GRAV-     979,751.3   (mgal)                       NAVD 88
 LQ0462
 LQ0462  VERT ORDER  -  FIRST     CLASS II
 LQ0462
 LQ0462.The horizontal coordinates were scaled from a topographic map and have
 LQ0462.an estimated accuracy of +/- 6 seconds.
 LQ0462
 LQ0462.The orthometric height was determined by differential leveling
 LQ0462.and adjusted by the National Geodetic Survey in June 1991..
 LQ0462
 LQ0462.The geoid height was determined by GEOID03.
 LQ0462
 LQ0462.The dynamic height is computed by dividing the NAVD 88
 LQ0462.geopotential number by the normal gravity value computed on the
 LQ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0462.degrees latitude (g = 980.6199 gals.).
 LQ0462
 LQ0462.The modeled gravity was interpolated from observed gravity values.
 LQ0462
 LQ0462;                    North         East    Units  Estimated Accuracy
 LQ0462;SPC NV E     - 8,687,320.      198,620.      MT  (+/- 180 meters Scaled)
 LQ0462
 LQ0462                          SUPERSEDED SURVEY CONTROL
 LQ0462
 LQ0462  NGVD 29 (??/??/92) 1571.847  (m)         5156.97   (f) ADJ UNCH    1 2
 LQ0462
 LQ0462.Superseded values are not recommended for survey control.
 LQ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0462.See file dsdata.txt to determine how the superseded data were derived.
 LQ0462
 LQ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF178333(NAD 83)
 LQ0462_MARKER: DB = BENCH MARK DISK
 LQ0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0462_SP_SET: ABUTMENT
 LQ0462_STAMPING: K 354 1953
 LQ0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0462
 LQ0462  HISTORY     - Date     Condition        Report By
 LQ0462  HISTORY     - 1953     MONUMENTED       CGS
 LQ0462
 LQ0462                          STATION DESCRIPTION
 LQ0462
 LQ0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LQ0462'8.5 MI W FROM HALLECK.
 LQ0462'8.5 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LQ0462'STATION AT HALLECK, AT STEEL BRIDGE 568.28 - 26 OVER HUMBOLDT RIVER,
 LQ0462'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT, 6.9 FEET
 LQ0462'NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE
 LQ0462'RAIL.  NOTE-- THIS MARK IS ALSO 12.3 MILES NORTHEAST OF ELKO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0424 ***********************************************************************
 MT0424  DESIGNATION -  K 355
 MT0424  PID         -  MT0424
 MT0424  STATE/COUNTY-  NV/ELKO
 MT0424  USGS QUAD   -  HERDER CREEK (1967)
 MT0424
 MT0424                         *CURRENT SURVEY CONTROL
 MT0424  ___________________________________________________________________
 MT0424* NAD 83(1986)-  41 07 13.     (N)    115 09 00.     (W)     SCALED    
 MT0424* NAVD 88     -      1666.525  (meters)    5467.59   (feet)  ADJUSTED  
 MT0424  ___________________________________________________________________
 MT0424  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 MT0424  DYNAMIC HT  -        1665.139 (meters)    5463.04  (feet)  COMP
 MT0424  MODELED GRAV-     979,733.7   (mgal)                       NAVD 88
 MT0424
 MT0424  VERT ORDER  -  FIRST     CLASS II
 MT0424
 MT0424.The horizontal coordinates were scaled from a topographic map and have
 MT0424.an estimated accuracy of +/- 6 seconds.
 MT0424
 MT0424.The orthometric height was determined by differential leveling
 MT0424.and adjusted by the National Geodetic Survey in June 1991..
 MT0424
 MT0424.The geoid height was determined by GEOID03.
 MT0424
 MT0424.The dynamic height is computed by dividing the NAVD 88
 MT0424.geopotential number by the normal gravity value computed on the
 MT0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0424.degrees latitude (g = 980.6199 gals.).
 MT0424
 MT0424.The modeled gravity was interpolated from observed gravity values.
 MT0424
 MT0424;                    North         East    Units  Estimated Accuracy
 MT0424;SPC NV E     - 8,707,090.      236,390.      MT  (+/- 180 meters Scaled)
 MT0424
 MT0424                          SUPERSEDED SURVEY CONTROL
 MT0424
 MT0424  NGVD 29 (??/??/92) 1665.350  (m)         5463.74   (f) ADJ UNCH    1 2
 MT0424
 MT0424.Superseded values are not recommended for survey control.
 MT0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0424.See file dsdata.txt to determine how the superseded data were derived.
 MT0424
 MT0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF553537(NAD 83)
 MT0424_MARKER: DB = BENCH MARK DISK
 MT0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0424_STAMPING: K 355 1953
 MT0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0424+STABILITY: SURFACE MOTION
 MT0424
 MT0424  HISTORY     - Date     Condition        Report By
 MT0424  HISTORY     - 1953     MONUMENTED       CGS
 MT0424
 MT0424                          STATION DESCRIPTION
 MT0424
 MT0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0424'7.4 MI NE FROM DEETH.
 MT0424'7.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0424'THE STATION AT DEETH, 3-1/2 POLES NORTHEAST OF MILEPOLE 597, NEAR THE
 MT0424'NORTHEAST END OF A LONG FILL, 91.6 FEET SOUTHEAST OF THE SOUTHEAST
 MT0424'RAIL OF THE WESTERN PACIFIC TRACK, 42 FEET SOUTHEAST OF MILEPOLE 707
 MT0424'(WESTERN PACIFIC), 2.1 FEET SOUTHEAST OF A FENCE, 1.9 FEET NORTHEAST
 MT0424'OF A WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACK, AND SET IN THE
 MT0424'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0950 ***********************************************************************
 KR0950  DESIGNATION -  K 357
 KR0950  PID         -  KR0950
 KR0950  STATE/COUNTY-  NV/WASHOE
 KR0950  USGS QUAD   -  WASHOE CITY (1994)
 KR0950
 KR0950                         *CURRENT SURVEY CONTROL
 KR0950  ___________________________________________________________________
 KR0950* NAD 83(1986)-  39 17 00.     (N)    119 50 26.     (W)     SCALED    
 KR0950* NAVD 88     -      1554.28   (+/-2cm)    5099.3    (feet)  VERTCON   
 KR0950  ___________________________________________________________________
 KR0950  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 KR0950
 KR0950  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0950
 KR0950.The horizontal coordinates were scaled from a topographic map and have
 KR0950.an estimated accuracy of +/- 6 seconds.
 KR0950
 KR0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0950.The vertical order pertains to the NGVD 29 superseded value.
 KR0950
 KR0950.The geoid height was determined by GEOID03.
 KR0950
 KR0950;                    North         East    Units  Estimated Accuracy
 KR0950;SPC NV W     - 4,503,800.      691,540.      MT  (+/- 180 meters Scaled)
 KR0950
 KR0950                          SUPERSEDED SURVEY CONTROL
 KR0950
 KR0950  NGVD 29 (??/??/92) 1553.106  (m)         5095.48   (f) ADJ UNCH    1 2
 KR0950
 KR0950.Superseded values are not recommended for survey control.
 KR0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0950.See file dsdata.txt to determine how the superseded data were derived.
 KR0950
 KR0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD549520(NAD 83)
 KR0950_MARKER: DB = BENCH MARK DISK
 KR0950_SETTING: 80 = SET IN A BOULDER
 KR0950_STAMPING: K 357 1953
 KR0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0950+STABILITY: SURFACE MOTION
 KR0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0950+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2003
 KR0950
 KR0950  HISTORY     - Date     Condition        Report By
 KR0950  HISTORY     - 1953     MONUMENTED       CGS
 KR0950  HISTORY     - 20030901 GOOD             USPSQD
 KR0950
 KR0950                          STATION DESCRIPTION
 KR0950
 KR0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0950'9.1 MI SW FROM STEAMBOAT.
 KR0950'0.1 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 KR0950'STEAMBOAT, THENCE 9.0 MILES SOUTHWEST ALONG U. S. HIGHWAY 395, 376
 KR0950'FEET SOUTH OF THE APPROXIMATE CENTER OF THE T JUNCTION OF THE MAIN
 KR0950'ENTRANCE TO HISTORIC BOWERS MANSION, AT THE NORTH END OF A CUT, IN THE
 KR0950'TOP OF AND NEAR THE NORTH END OF A 10- BY 6-FOOT WHITE GRANITE BOULDER
 KR0950'EMBEDDED IN THE CUT BANK, 35.0 FEET WEST OF THE CENTER LINE OF THE
 KR0950'HIGHWAY, 15.8 FEET EAST OF A FENCE, AND ABOUT 3 FEET HIGHER THAN THE
 KR0950'HIGHWAY.
 KR0950
 KR0950                          STATION RECOVERY (2003)
 KR0950
 KR0950'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0950'CORRECTION TO DIRECTIONS. HIGHWAY NOW NV429. COORDINATES ARE N39 17
 KR0950'00.1  W119 50 26.7. TAKEN WITH GARMIN 168 IN WAAS MODE, DOP 1.5, 9
 KR0950'SATALITES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1032 ***********************************************************************
 KR1032  DESIGNATION -  K 358
 KR1032  PID         -  KR1032
 KR1032  STATE/COUNTY-  NV/LYON
 KR1032  USGS QUAD   -  FLOWERY PEAK (1994)
 KR1032
 KR1032                         *CURRENT SURVEY CONTROL
 KR1032  ___________________________________________________________________
 KR1032* NAD 83(1986)-  39 16 38.     (N)    119 30 30.     (W)     SCALED    
 KR1032* NAVD 88     -      1320.18   (+/-2cm)    4331.3    (feet)  VERTCON   
 KR1032  ___________________________________________________________________
 KR1032  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KR1032
 KR1032  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1032
 KR1032.The horizontal coordinates were scaled from a topographic map and have
 KR1032.an estimated accuracy of +/- 6 seconds.
 KR1032
 KR1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1032.The vertical order pertains to the NGVD 29 superseded value.
 KR1032
 KR1032.The geoid height was determined by GEOID03.
 KR1032
 KR1032;                    North         East    Units  Estimated Accuracy
 KR1032;SPC NV W     - 4,502,780.      720,190.      MT  (+/- 180 meters Scaled)
 KR1032
 KR1032                          SUPERSEDED SURVEY CONTROL
 KR1032
 KR1032  NGVD 29 (??/??/92) 1319.135  (m)         4327.86   (f) ADJ UNCH    1 2
 KR1032
 KR1032.Superseded values are not recommended for survey control.
 KR1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1032.See file dsdata.txt to determine how the superseded data were derived.
 KR1032
 KR1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD836505(NAD 83)
 KR1032_MARKER: DB = BENCH MARK DISK
 KR1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1032_STAMPING: K 358 1953
 KR1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1032+STABILITY: SURFACE MOTION
 KR1032
 KR1032  HISTORY     - Date     Condition        Report By
 KR1032  HISTORY     - 1953     MONUMENTED       CGS
 KR1032
 KR1032                          STATION DESCRIPTION
 KR1032
 KR1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR1032'5.4 MI NE FROM DAYTON.
 KR1032'1.6 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT DAYTON,
 KR1032'THENCE 3.8 MILES NORTHEAST ALONG THE ABANDONED SOUTHERN PACIFIC
 KR1032'COMPANY RAILROAD BED, BETWEEN TWO LARGE DEEP WASHES, 182 FEET WEST OF
 KR1032'THE APPROXIMATE CENTER OF THE NORTHEAST WASH (MEASURED FROM A POINT
 KR1032'WHERE A DIM TRACK ROAD CROSSES THE WASH), 27 FEET NORTHWEST OF THE
 KR1032'CENTER LINE OF THE RAILROAD BED, 2.4 FEET SOUTH OF A WITNESS POST,
 KR1032'ABOUT 3 FEET HIGHER THAN THE RAILROAD BED, AND SET IN THE TOP OF A
 KR1032'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0246 ***********************************************************************
 JR0246  DESIGNATION -  K 359
 JR0246  PID         -  JR0246
 JR0246  STATE/COUNTY-  NV/MINERAL
 JR0246  USGS QUAD   -  CANDELARIA (1982)
 JR0246
 JR0246                         *CURRENT SURVEY CONTROL
 JR0246  ___________________________________________________________________
 JR0246* NAD 83(1986)-  38 14 33.     (N)    118 07 22.     (W)     SCALED    
 JR0246* NAVD 88     -      1420.40   (+/-2cm)    4660.1    (feet)  VERTCON   
 JR0246  ___________________________________________________________________
 JR0246  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 JR0246
 JR0246  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0246
 JR0246.The horizontal coordinates were scaled from a topographic map and have
 JR0246.an estimated accuracy of +/- 6 seconds.
 JR0246
 JR0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0246.The vertical order pertains to the NGVD 29 superseded value.
 JR0246
 JR0246.The geoid height was determined by GEOID03.
 JR0246
 JR0246;                    North         East    Units  Estimated Accuracy
 JR0246;SPC NV W     - 4,387,620.      840,310.      MT  (+/- 180 meters Scaled)
 JR0246
 JR0246                          SUPERSEDED SURVEY CONTROL
 JR0246
 JR0246  NGVD 29 (??/??/92) 1419.253  (m)         4656.33   (f) ADJ UNCH    1 2
 JR0246
 JR0246.Superseded values are not recommended for survey control.
 JR0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0246.See file dsdata.txt to determine how the superseded data were derived.
 JR0246
 JR0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC017333(NAD 83)
 JR0246_MARKER: DB = BENCH MARK DISK
 JR0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0246_STAMPING: K 359 1953
 JR0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0246+STABILITY: SURFACE MOTION
 JR0246
 JR0246  HISTORY     - Date     Condition        Report By
 JR0246  HISTORY     - 1953     MONUMENTED       CGS
 JR0246
 JR0246                          STATION DESCRIPTION
 JR0246
 JR0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0246'11.5 MI S FROM MINA.
 JR0246'9.4 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 JR0246'COMPANY RAILROAD STATION AT MINA, THENCE 2.1 MILES SOUTHWEST
 JR0246'ALONG A GRAVELED ROAD ON AN ABANDONED SOUTHERN PACIFIC COMPANY
 JR0246'RAILROAD BED, ABOUT 50 YARDS NORTHWEST OF THE NORTHWEST END
 JR0246'OF A CURVE, ON THE NORTH SLOPE OF A HILL, 48 FEET SOUTHWEST
 JR0246'OF THE CENTER LINE OF THE ROAD, 2.8 FEET NORTHEAST OF A WITNESS
 JR0246'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 JR0246'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0029 ***********************************************************************
 KP0029  DESIGNATION -  K 36
 KP0029  PID         -  KP0029
 KP0029  STATE/COUNTY-  NV/WHITE PINE
 KP0029  USGS QUAD   -  SACRAMENTO PASS (1987)
 KP0029
 KP0029                         *CURRENT SURVEY CONTROL
 KP0029  ___________________________________________________________________
 KP0029* NAD 83(1986)-  39 08 17.     (N)    114 19 53.     (W)     SCALED    
 KP0029* NAVD 88     -      2162.706  (meters)    7095.48   (feet)  ADJUSTED  
 KP0029  ___________________________________________________________________
 KP0029  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 KP0029  DYNAMIC HT  -        2160.313 (meters)    7087.63  (feet)  COMP
 KP0029  MODELED GRAV-     979,443.2   (mgal)                       NAVD 88
 KP0029
 KP0029  VERT ORDER  -  FIRST     CLASS II
 KP0029
 KP0029.The horizontal coordinates were scaled from a topographic map and have
 KP0029.an estimated accuracy of +/- 6 seconds.
 KP0029
 KP0029.The orthometric height was determined by differential leveling
 KP0029.and adjusted by the National Geodetic Survey in June 1991..
 KP0029
 KP0029.The geoid height was determined by GEOID03.
 KP0029
 KP0029.The dynamic height is computed by dividing the NAVD 88
 KP0029.geopotential number by the normal gravity value computed on the
 KP0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0029.degrees latitude (g = 980.6199 gals.).
 KP0029
 KP0029.The modeled gravity was interpolated from observed gravity values.
 KP0029
 KP0029;                    North         East    Units  Estimated Accuracy
 KP0029;SPC NV E     - 8,487,670.      308,230.      MT  (+/- 180 meters Scaled)
 KP0029
 KP0029                          SUPERSEDED SURVEY CONTROL
 KP0029
 KP0029  NGVD 29 (??/??/92) 2161.41   (m)         7091.2    (f) COMPUTED    1 2
 KP0029
 KP0029.Superseded values are not recommended for survey control.
 KP0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0029.See file dsdata.txt to determine how the superseded data were derived.
 KP0029
 KP0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD306354(NAD 83)
 KP0029_MARKER: DB = BENCH MARK DISK
 KP0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0029_STAMPING: K-36 1934
 KP0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0029+STABILITY: SURFACE MOTION
 KP0029
 KP0029  HISTORY     - Date     Condition        Report By
 KP0029  HISTORY     - 1934     MONUMENTED       CGS
 KP0029
 KP0029                          STATION DESCRIPTION
 KP0029
 KP0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0029'15.6 MI NW FROM BAKER.
 KP0029'15.6 MILES NORTHWEST OF BAKER GARAGE 116 FEET SOUTHEAST OF JUNCTION OF
 KP0029'HIGHWAY AND SIDE ROAD TO THE SOUTHEAST.  41 FEET SOUTH OF CENTERLINE
 KP0029'OF STATE HIGHWAY 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0823 ***********************************************************************
 JR0823  DESIGNATION -  K 360
 JR0823  PID         -  JR0823
 JR0823  STATE/COUNTY-  NV/MINERAL
 JR0823  USGS QUAD   -  LUNING (1980)
 JR0823
 JR0823                         *CURRENT SURVEY CONTROL
 JR0823  ___________________________________________________________________
 JR0823* NAD 83(1994)-  38 30 47.59870(N)    118 11 18.73496(W)     ADJUSTED  
 JR0823* NAVD 88     -      1368.564  (meters)    4490.03   (feet)  ADJUSTED  
 JR0823  ___________________________________________________________________
 JR0823  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 JR0823  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 JR0823  DYNAMIC HT  -        1367.172 (meters)    4485.46  (feet)  COMP
 JR0823  MODELED GRAV-     979,564.0   (mgal)                       NAVD 88
 JR0823
 JR0823  HORZ ORDER  -  THIRD
 JR0823  VERT ORDER  -  FIRST     CLASS II
 JR0823
 JR0823.The horizontal coordinates were established by classical geodetic methods
 JR0823.and adjusted by the National Geodetic Survey in February 1999..
 JR0823
 JR0823.The orthometric height was determined by differential leveling
 JR0823.and adjusted by the National Geodetic Survey in June 1991..
 JR0823
 JR0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0823
 JR0823.The geoid height was determined by GEOID03.
 JR0823
 JR0823.The dynamic height is computed by dividing the NAVD 88
 JR0823.geopotential number by the normal gravity value computed on the
 JR0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0823.degrees latitude (g = 980.6199 gals.).
 JR0823
 JR0823.The modeled gravity was interpolated from observed gravity values.
 JR0823
 JR0823;                    North         East     Units Scale Factor Converg.
 JR0823;SPC NV W     - 4,417,640.106   834,429.456   MT  0.99991459   +0 14 45.0
 JR0823;SPC NV W     -14,493,540.91  2,737,623.97   sFT  0.99991459   +0 14 45.0
 JR0823;UTM  11      - 4,263,429.841   396,379.320   MT  0.99973223   -0 44 24.6
 JR0823
 JR0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0823!SPC NV W     -   0.99978917  x   0.99991459  =   0.99970377
 JR0823!UTM  11      -   0.99978917  x   0.99973223  =   0.99952145
 JR0823
 JR0823                          SUPERSEDED SURVEY CONTROL
 JR0823
 JR0823  NGVD 29 (??/??/92) 1367.426  (m)         4486.30   (f) ADJ UNCH    1 2
 JR0823
 JR0823.Superseded values are not recommended for survey control.
 JR0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0823.See file dsdata.txt to determine how the superseded data were derived.
 JR0823
 JR0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC9637963430(NAD 83)
 JR0823_MARKER: DB = BENCH MARK DISK
 JR0823_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JR0823_STAMPING: K 360 1953
 JR0823_MARK LOGO: CGS   
 JR0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0823+STABILITY: SURFACE MOTION
 JR0823
 JR0823  HISTORY     - Date     Condition        Report By
 JR0823  HISTORY     - 1953     MONUMENTED       CGS
 JR0823  HISTORY     - 1984     GOOD             NGS
 JR0823
 JR0823                          STATION DESCRIPTION
 JR0823
 JR0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0823'0.6 MI NW FROM LUNING.
 JR0823'0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0823'FROM THE STATION AT LUNING, AT THE CROSSING OF STATE HIGHWAY
 JR0823'23, AT 24-INCH CONCRETE PIPE CULVERT D 5+00, IN THE TOP OF THE
 JR0823'SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL, 21 FEET
 JR0823'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16.8 FEET SOUTHWEST
 JR0823'OF THE SOUTHWEST RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 JR0823
 JR0823                          STATION RECOVERY (1984)
 JR0823
 JR0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0823'RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE EXCEPT
 JR0823'STATE HIGHWAY 23 IS NOW STATE HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0773 ***********************************************************************
 KR0773  DESIGNATION -  K 361
 KR0773  PID         -  KR0773
 KR0773  STATE/COUNTY-  NV/LYON
 KR0773  USGS QUAD   -  WABUSKA (1993)
 KR0773
 KR0773                         *CURRENT SURVEY CONTROL
 KR0773  ___________________________________________________________________
 KR0773* NAD 83(1986)-  39 07 49.     (N)    119 07 40.     (W)     SCALED    
 KR0773* NAVD 88     -      1313.38   (+/-2cm)    4309.0    (feet)  VERTCON   
 KR0773  ___________________________________________________________________
 KR0773  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 KR0773
 KR0773  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0773
 KR0773.The horizontal coordinates were scaled from a topographic map and have
 KR0773.an estimated accuracy of +/- 6 seconds.
 KR0773
 KR0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0773.The vertical order pertains to the NGVD 29 superseded value.
 KR0773
 KR0773.The geoid height was determined by GEOID03.
 KR0773
 KR0773;                    North         East    Units  Estimated Accuracy
 KR0773;SPC NV W     - 4,486,200.      752,930.      MT  (+/- 180 meters Scaled)
 KR0773
 KR0773                          SUPERSEDED SURVEY CONTROL
 KR0773
 KR0773  NGVD 29 (??/??/92) 1312.377  (m)         4305.69   (f) ADJ UNCH    1 2
 KR0773
 KR0773.Superseded values are not recommended for survey control.
 KR0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0773.See file dsdata.txt to determine how the superseded data were derived.
 KR0773
 KR0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD160333(NAD 83)
 KR0773_MARKER: DB = BENCH MARK DISK
 KR0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0773_STAMPING: K 361 1953
 KR0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0773+STABILITY: SURFACE MOTION
 KR0773
 KR0773  HISTORY     - Date     Condition        Report By
 KR0773  HISTORY     - 1953     MONUMENTED       CGS
 KR0773  HISTORY     - 1970     GOOD             NGS
 KR0773
 KR0773                          STATION DESCRIPTION
 KR0773
 KR0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0773'3.0 MI E FROM WABUSKA.
 KR0773'3.0 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0773'STATION AT WABUSKA, AT THE CROSSING OF A TRACK ROAD, 47 1/2 FEET EAST
 KR0773'OF THE 1ST. POLE WEST OF MILEPOLE 331, 27 1/2 FEET WEST OF THE CENTER
 KR0773'LINE OF THE ROAD, 25.5 FEET SOUTH OF THE SOUTH RAIL, 2.5 FEET SOUTH OF
 KR0773'A FENCE, 2.6 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 KR0773'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 KR0773'THE GROUND.
 KR0773
 KR0773                          STATION RECOVERY (1970)
 KR0773
 KR0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KR0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0162 ***********************************************************************
 JR0162  DESIGNATION -  K 362
 JR0162  PID         -  JR0162
 JR0162  STATE/COUNTY-  NV/MINERAL
 JR0162  USGS QUAD   -  GILLIS CANYON (1988)
 JR0162
 JR0162                         *CURRENT SURVEY CONTROL
 JR0162  ___________________________________________________________________
 JR0162* NAD 83(1986)-  38 51 00.     (N)    118 43 20.     (W)     SCALED    
 JR0162* NAVD 88     -      1269.91   (+/-2cm)    4166.4    (feet)  VERTCON   
 JR0162  ___________________________________________________________________
 JR0162  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 JR0162
 JR0162  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0162
 JR0162.The horizontal coordinates were scaled from a topographic map and have
 JR0162.an estimated accuracy of +/- 6 seconds.
 JR0162
 JR0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0162.The vertical order pertains to the NGVD 29 superseded value.
 JR0162
 JR0162.The geoid height was determined by GEOID03.
 JR0162
 JR0162;                    North         East    Units  Estimated Accuracy
 JR0162;SPC NV W     - 4,454,960.      787,940.      MT  (+/- 180 meters Scaled)
 JR0162
 JR0162                          SUPERSEDED SURVEY CONTROL
 JR0162
 JR0162  NGVD 29 (??/??/92) 1268.822  (m)         4162.79   (f) ADJ UNCH    1 2
 JR0162
 JR0162.Superseded values are not recommended for survey control.
 JR0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0162.See file dsdata.txt to determine how the superseded data were derived.
 JR0162
 JR0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD505015(NAD 83)
 JR0162_MARKER: DB = BENCH MARK DISK
 JR0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0162_STAMPING: K 362 1953
 JR0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0162+STABILITY: SURFACE MOTION
 JR0162
 JR0162  HISTORY     - Date     Condition        Report By
 JR0162  HISTORY     - 1953     MONUMENTED       CGS
 JR0162
 JR0162                          STATION DESCRIPTION
 JR0162
 JR0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0162'9.8 MI SE FROM SCHURZ.
 JR0162'9.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0162'FROM THE STATION AT SCHURZ, 44 1/2 FEET EAST OF AND ACROSS THE
 JR0162'TRACK FROM MILEPOLE 364, 30 FEET WEST OF THE CENTER LINE OF A
 JR0162'GRADED ROAD, 21.1 FEET EAST OF THE EAST RAIL, 2.6 FEET SOUTH OF A
 JR0162'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP
 JR0162'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0440 ***********************************************************************
 GR0440  DESIGNATION -  K 363
 GR0440  PID         -  GR0440
 GR0440  STATE/COUNTY-  NV/CLARK
 GR0440  USGS QUAD   -  FRENCHMAN MTN (1983)
 GR0440
 GR0440                         *CURRENT SURVEY CONTROL
 GR0440  ___________________________________________________________________
 GR0440* NAD 83(1986)-  36 14 40.     (N)    114 55 36.     (W)     SCALED    
 GR0440* NAVD 88     -       610.579  (meters)    2003.21   (feet)  POSTED    
 GR0440  ___________________________________________________________________
 GR0440  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 GR0440  DYNAMIC HT  -         609.970 (meters)    2001.21  (feet)  COMP
 GR0440  MODELED GRAV-     979,617.8   (mgal)                       NAVD 88
 GR0440
 GR0440  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0440
 GR0440.The horizontal coordinates were scaled from a topographic map and have
 GR0440.an estimated accuracy of +/- 6 seconds.
 GR0440
 GR0440.The orthometric height was determined by differential leveling
 GR0440.and adjusted by the National Geodetic Survey in 1992..
 GR0440.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0440.rate of 0.0 thru 1.0 mm/km.
 GR0440
 GR0440.The geoid height was determined by GEOID03.
 GR0440
 GR0440.The dynamic height is computed by dividing the NAVD 88
 GR0440.geopotential number by the normal gravity value computed on the
 GR0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0440.degrees latitude (g = 980.6199 gals.).
 GR0440
 GR0440.The modeled gravity was interpolated from observed gravity values.
 GR0440
 GR0440;                    North         East    Units  Estimated Accuracy
 GR0440;SPC NV E     - 8,165,990.      259,020.      MT  (+/- 180 meters Scaled)
 GR0440
 GR0440                          SUPERSEDED SURVEY CONTROL
 GR0440
 GR0440  NGVD 29 (??/??/92)  609.881  (m)         2000.92   (f) ADJ UNCH    1 2
 GR0440
 GR0440.Superseded values are not recommended for survey control.
 GR0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0440.See file dsdata.txt to determine how the superseded data were derived.
 GR0440
 GR0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA862130(NAD 83)
 GR0440_MARKER: DB = BENCH MARK DISK
 GR0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0440_STAMPING: K 363 1963
 GR0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0440+STABILITY: SURFACE MOTION
 GR0440
 GR0440  HISTORY     - Date     Condition        Report By
 GR0440  HISTORY     - 1963     MONUMENTED       CGS
 GR0440
 GR0440                          STATION DESCRIPTION
 GR0440
 GR0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0440'13.05 MI S FROM APEX SIDING.
 GR0440'9.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM APEX SIDING, THENCE 3.45
 GR0440'MILES NORTHWEST ALONG A TRACK ROAD, AT THE JUNCTION OF A
 GR0440'NORTHEAST-SOUTHWEST ROAD AND A POWER LINE, 31 FEET SOUTHWEST OF THE
 GR0440'CENTER LINE OF THE ROAD, 12 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GR0440'ROAD SOUTHWEST, 3 FEET SOUTHWEST OF POWER LINE POLE 3250, 2.7 FEET
 GR0440'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE
 GR0440'TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO SUDDEN REFUSAL TO A
 GR0440'DEPTH OF 12 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 GR0440'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0687 ***********************************************************************
 GR0687  DESIGNATION -  K 364
 GR0687  PID         -  GR0687
 GR0687  STATE/COUNTY-  NV/CLARK
 GR0687  USGS QUAD   -  HENDERSON (1983)
 GR0687
 GR0687                         *CURRENT SURVEY CONTROL
 GR0687  ___________________________________________________________________
 GR0687* NAD 83(1986)-  36 02 55.     (N)    114 59 29.     (W)     SCALED    
 GR0687* NAVD 88     -       538.357  (meters)    1766.26   (feet)  ADJUSTED  
 GR0687  ___________________________________________________________________
 GR0687  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0687  DYNAMIC HT  -         537.808 (meters)    1764.46  (feet)  COMP
 GR0687  MODELED GRAV-     979,597.6   (mgal)                       NAVD 88
 GR0687
 GR0687  VERT ORDER  -  FIRST     CLASS II
 GR0687
 GR0687.The horizontal coordinates were scaled from a topographic map and have
 GR0687.an estimated accuracy of +/- 6 seconds.
 GR0687
 GR0687.The orthometric height was determined by differential leveling
 GR0687.and adjusted by the National Geodetic Survey in June 1991..
 GR0687
 GR0687.The geoid height was determined by GEOID03.
 GR0687
 GR0687.The dynamic height is computed by dividing the NAVD 88
 GR0687.geopotential number by the normal gravity value computed on the
 GR0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0687.degrees latitude (g = 980.6199 gals.).
 GR0687
 GR0687.The modeled gravity was interpolated from observed gravity values.
 GR0687
 GR0687;                    North         East    Units  Estimated Accuracy
 GR0687;SPC NV E     - 8,144,230.      253,330.      MT  (+/- 180 meters Scaled)
 GR0687
 GR0687                          SUPERSEDED SURVEY CONTROL
 GR0687
 GR0687  NGVD 29 (??/??/92)  537.616  (m)         1763.83   (f) ADJ UNCH    1 2
 GR0687
 GR0687.Superseded values are not recommended for survey control.
 GR0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0687.See file dsdata.txt to determine how the superseded data were derived.
 GR0687
 GR0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV809912(NAD 83)
 GR0687_MARKER: DB = BENCH MARK DISK
 GR0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0687_STAMPING: K 364 1963
 GR0687_PROJECTION: PROJECTING 10 CENTIMETERS
 GR0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0687+STABILITY: SURFACE MOTION
 GR0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0687+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 GR0687_ROD/PIPE-DEPTH: 7.3  meters
 GR0687
 GR0687  HISTORY     - Date     Condition        Report By
 GR0687  HISTORY     - 1963     MONUMENTED       CGS
 GR0687  HISTORY     - 1980     GOOD             NGS
 GR0687  HISTORY     - 20010404 GOOD             JCLS
 GR0687  HISTORY     - 20020112 GOOD             JCLS
 GR0687  HISTORY     - 20030621 GOOD             JCLS
 GR0687
 GR0687                          STATION DESCRIPTION
 GR0687
 GR0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0687'0.8 MI NW FROM HENDERSON.
 GR0687'0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE HOSPITAL AT
 GR0687'HENDERSON, 1.1 MILES SOUTHEAST OF PITTMAN, 0.2 MILE NORTHWEST OF THE
 GR0687'JUNCTION OF WATER STREET, 83 FEET NORTHEAST OF THE CENTER LINE OF THE
 GR0687'NORTHEAST HIGHWAY LANES, BETWEEN DOUBLE POWER LINE POLES, 3 1/2 FEET
 GR0687'NORTHEAST OF THE SOUTHWEST ONE OF 2 POWER LINE POLES, 3 FEET SOUTHWEST
 GR0687'OF THE NORTHEAST ONE OF 2 POWER LINE POLES, 1.7 FEET SOUTHEAST OF A
 GR0687'WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, A DISK ON THE TOP
 GR0687'OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH
 GR0687'OF 24 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE
 GR0687'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GR0687
 GR0687                          STATION RECOVERY (1980)
 GR0687
 GR0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR0687'19.5 KILOMETERS (12.1 MILES) SOUTHEAST ALONG U. S. HIGHWAY 93 AND 95
 GR0687'FROM THE UNION PACIFIC RAILROAD STATION (UNION PLAZA HOTEL) IN LAS
 GR0687'VEGAS, 0.5 KILOMETER (0.3 MILE) NORTHWEST OF WATER STREET, 23 METERS
 GR0687'(76 FEET) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 GR0687'HIGHWAY, 66.4 METERS (218 FEET) SOUTHEAST OF THE CENTER OF A 0.6-
 GR0687'METER CONCRETE PIPE CULVERT AND 1.4 METERS (4.5 FEET) NORTHEAST OF
 GR0687'POWER POLE 6921A.
 GR0687'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 GR0687
 GR0687                          STATION RECOVERY (2001)
 GR0687
 GR0687'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 GR0687' 
 GR0687' 
 GR0687
 GR0687                          STATION RECOVERY (2002)
 GR0687
 GR0687'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 GR0687'THIS STATION IS NOW GPSABLE.
 GR0687
 GR0687                          STATION RECOVERY (2003)
 GR0687
 GR0687'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 GR0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0930 ***********************************************************************
 GR0930  DESIGNATION -  K 365
 GR0930  PID         -  GR0930
 GR0930  STATE/COUNTY-  NV/CLARK
 GR0930  USGS QUAD   -  VALLEY (1982)
 GR0930
 GR0930                         *CURRENT SURVEY CONTROL
 GR0930  ___________________________________________________________________
 GR0930* NAD 83(1986)-  36 16 38.     (N)    115 04 05.     (W)     SCALED    
 GR0930* NAVD 88     -       619.039  (meters)    2030.96   (feet)  ADJUSTED  
 GR0930  ___________________________________________________________________
 GR0930  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 GR0930  DYNAMIC HT  -         618.405 (meters)    2028.88  (feet)  COMP
 GR0930  MODELED GRAV-     979,588.1   (mgal)                       NAVD 88
 GR0930  OBS GRAVITY -     979,587.1   (mgal)                       GRAV_OBS
 GR0930
 GR0930  VERT ORDER  -  FIRST     CLASS II
 GR0930
 GR0930.The horizontal coordinates were scaled from a topographic map and have
 GR0930.an estimated accuracy of +/- 6 seconds.
 GR0930
 GR0930.The orthometric height was determined by differential leveling
 GR0930.and adjusted by the National Geodetic Survey in June 1991..
 GR0930
 GR0930.The geoid height was determined by GEOID03.
 GR0930
 GR0930.The dynamic height is computed by dividing the NAVD 88
 GR0930.geopotential number by the normal gravity value computed on the
 GR0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0930.degrees latitude (g = 980.6199 gals.).
 GR0930
 GR0930.The modeled gravity was interpolated from observed gravity values.
 GR0930.The observed gravity was obtained from relative gravimeter ties
 GR0930.to the IGSN71 gravity network.
 GR0930
 GR0930;                    North         East    Units  Estimated Accuracy
 GR0930;SPC NV E     - 8,169,550.      246,290.      MT  (+/- 180 meters Scaled)
 GR0930
 GR0930                          SUPERSEDED SURVEY CONTROL
 GR0930
 GR0930  NGVD 29 (??/??/92)  618.320  (m)         2028.60   (f) ADJ UNCH    1 2
 GR0930
 GR0930.Superseded values are not recommended for survey control.
 GR0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0930.See file dsdata.txt to determine how the superseded data were derived.
 GR0930
 GR0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA735164(NAD 83)
 GR0930_MARKER: DB = BENCH MARK DISK
 GR0930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0930_SP_SET: CULVERT
 GR0930_STAMPING: K 365 1963
 GR0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0930
 GR0930  HISTORY     - Date     Condition        Report By
 GR0930  HISTORY     - 1963     MONUMENTED       CGS
 GR0930  HISTORY     - 1980     GOOD             NGS
 GR0930
 GR0930                          STATION DESCRIPTION
 GR0930
 GR0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0930'9.0 MI NE FROM LAS VEGAS.
 GR0930'9.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0930'AT LAS VEGAS, 2-3/4 POLES SOUTHWEST OF MILEPOLE 343, IN THE TOP AND
 GR0930'0.8 FOOT SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD
 GR0930'WALL OF DOUBLE 4- BY 8-FOOT BOX CULVERTS 342.89, 10.1 FEET NORTHWEST
 GR0930'OF THE NORTHWEST RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
 GR0930
 GR0930                          STATION RECOVERY (1980)
 GR0930
 GR0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1058 ***********************************************************************
 GR1058  DESIGNATION -  K 366
 GR1058  PID         -  GR1058
 GR1058  STATE/COUNTY-  NV/CLARK
 GR1058  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1058
 GR1058                         *CURRENT SURVEY CONTROL
 GR1058  ___________________________________________________________________
 GR1058* NAD 83(1986)-  36 09 09.     (N)    115 09 36.     (W)     SCALED    
 GR1058* NAVD 88     -       624.264  (meters)    2048.11   (feet)  ADJUSTED  
 GR1058  ___________________________________________________________________
 GR1058  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GR1058  DYNAMIC HT  -         623.625 (meters)    2046.01  (feet)  COMP
 GR1058  MODELED GRAV-     979,590.3   (mgal)                       NAVD 88
 GR1058
 GR1058  VERT ORDER  -  FIRST     CLASS II
 GR1058
 GR1058.The horizontal coordinates were scaled from a topographic map and have
 GR1058.an estimated accuracy of +/- 6 seconds.
 GR1058
 GR1058.The orthometric height was determined by differential leveling
 GR1058.and adjusted by the National Geodetic Survey in June 1991..
 GR1058
 GR1058.The geoid height was determined by GEOID03.
 GR1058
 GR1058.The dynamic height is computed by dividing the NAVD 88
 GR1058.geopotential number by the normal gravity value computed on the
 GR1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1058.degrees latitude (g = 980.6199 gals.).
 GR1058
 GR1058.The modeled gravity was interpolated from observed gravity values.
 GR1058
 GR1058;                    North         East    Units  Estimated Accuracy
 GR1058;SPC NV E     - 8,155,670.      238,090.      MT  (+/- 180 meters Scaled)
 GR1058
 GR1058                          SUPERSEDED SURVEY CONTROL
 GR1058
 GR1058  NGVD 29 (??/??/92)  624.020  (m)         2047.31   (f) ADJ UNCH    1 2
 GR1058
 GR1058.Superseded values are not recommended for survey control.
 GR1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1058.See file dsdata.txt to determine how the superseded data were derived.
 GR1058
 GR1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA655024(NAD 83)
 GR1058_MARKER: DB = BENCH MARK DISK
 GR1058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR1058_SP_SET: RETAINING WALL
 GR1058_STAMPING: K 366 1963
 GR1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1058
 GR1058  HISTORY     - Date     Condition        Report By
 GR1058  HISTORY     - 1963     MONUMENTED       CGS
 GR1058  HISTORY     - 1975     GOOD             NGS
 GR1058  HISTORY     - 1980     GOOD             NGS
 GR1058  HISTORY     - 1990     GOOD             USPSQD
 GR1058  HISTORY     - 19961122 GOOD             USPSQD
 GR1058
 GR1058                          STATION DESCRIPTION
 GR1058
 GR1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1058'1.6 MI S FROM LAS VEGAS.
 GR1058'1.6 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1058'LAS VEGAS, AT THE CROSSING OF OAKLEY BOULEVARD, IN THE TOP OF THE WEST
 GR1058'END OF A LONG CONCRETE RETAINING WALL, 12.7  FEET EAST OF THE EAST
 GR1058'RAIL, 32 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE
 GR1058'BOULEVARD, 6.3 FEET NORTH OF THE NORTHEAST CORNER OF CONCRETE
 GR1058'FOUNDATION OF THE CROSSING SIGNAL, 0.7 FOOT EAST OF THE WEST END OF
 GR1058'THE WALL, AND ABOUT 1 1/2 FEET HIGHER THAN THE TRACK.
 GR1058
 GR1058                          STATION RECOVERY (1975)
 GR1058
 GR1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GR1058'RECOVERED IN GOOD CONDITION.
 GR1058
 GR1058                          STATION RECOVERY (1980)
 GR1058
 GR1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1058'RECOVERED IN GOOD CONDITION.
 GR1058
 GR1058                          STATION RECOVERY (1990)
 GR1058
 GR1058'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR1058'RECOVERED IN GOOD CONDITION.
 GR1058
 GR1058                          STATION RECOVERY (1996)
 GR1058
 GR1058'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1216 ***********************************************************************
 GR1216  DESIGNATION -  K 367
 GR1216  PID         -  GR1216
 GR1216  STATE/COUNTY-  NV/CLARK
 GR1216  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1216
 GR1216                         *CURRENT SURVEY CONTROL
 GR1216  ___________________________________________________________________
 GR1216* NAD 83(1986)-  36 09 33.     (N)    115 13 05.     (W)     SCALED    
 GR1216* NAVD 88     -       691.49   (+/-2cm)    2268.7    (feet)  VERTCON   
 GR1216  ___________________________________________________________________
 GR1216  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 GR1216
 GR1216  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1216
 GR1216.The horizontal coordinates were scaled from a topographic map and have
 GR1216.an estimated accuracy of +/- 6 seconds.
 GR1216
 GR1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1216.The vertical order pertains to the NGVD 29 superseded value.
 GR1216
 GR1216.The geoid height was determined by GEOID03.
 GR1216
 GR1216;                    North         East    Units  Estimated Accuracy
 GR1216;SPC NV E     - 8,156,390.      232,870.      MT  (+/- 180 meters Scaled)
 GR1216
 GR1216                          SUPERSEDED SURVEY CONTROL
 GR1216
 GR1216  NGVD 29 (??/??/92)  690.855  (m)         2266.58   (f) ADJ UNCH    1 2
 GR1216
 GR1216.Superseded values are not recommended for survey control.
 GR1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1216.See file dsdata.txt to determine how the superseded data were derived.
 GR1216
 GR1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA602030(NAD 83)
 GR1216_MARKER: DB = BENCH MARK DISK
 GR1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1216_STAMPING: K 367 1963
 GR1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1216+STABILITY: SURFACE MOTION
 GR1216
 GR1216  HISTORY     - Date     Condition        Report By
 GR1216  HISTORY     - 1963     MONUMENTED       CGS
 GR1216  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GR1216  HISTORY     - 1990     GOOD             USPSQD
 GR1216  HISTORY     - 19961120 MARK NOT FOUND   USPSQD
 GR1216
 GR1216                          STATION DESCRIPTION
 GR1216
 GR1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1216'4.6 MI W FROM LAS VEGAS.
 GR1216'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1216'LAS VEGAS, THENCE 3.6 MILES WEST ALONG CHARLESTON BOULEVARD, 0.1 MILE
 GR1216'WEST OF THE T JUNCTION OF LINDELL ROAD LEADING SOUTH, 0.05 MILE EAST
 GR1216'OF THE JUNCTION OF WESTWIND ROAD LEADING SOUTH, AT THE CROSSING OF A
 GR1216'POWER LINE, 32 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE
 GR1216'BOULEVARD, 13 FEET NORTH OF A FENCE CORNER, 1 1/2 FEET NORTH OF POWER
 GR1216'LINE POLE 10906, 1.4 FEET EAST OF A FENCE, ABOUT 1 FOOT HIGHER THEN
 GR1216'THE BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 GR1216'FOOT ABOVE THE GROUND.
 GR1216
 GR1216                          STATION RECOVERY (1987)
 GR1216
 GR1216'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 GR1216'MARK NOT FOUND.
 GR1216
 GR1216                          STATION RECOVERY (1990)
 GR1216
 GR1216'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR1216'RECOVERED IN GOOD CONDITION.
 GR1216
 GR1216                          STATION RECOVERY (1996)
 GR1216
 GR1216'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0973 ***********************************************************************
 GR0973  DESIGNATION -  K 368
 GR0973  PID         -  GR0973
 GR0973  STATE/COUNTY-  NV/CLARK
 GR0973  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0973
 GR0973                         *CURRENT SURVEY CONTROL
 GR0973  ___________________________________________________________________
 GR0973* NAD 83(1986)-  36 11 44.     (N)    115 05 21.     (W)     SCALED    
 GR0973* NAVD 88     -       552.74   (+/-2cm)    1813.4    (feet)  VERTCON   
 GR0973  ___________________________________________________________________
 GR0973  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GR0973
 GR0973  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0973
 GR0973.The horizontal coordinates were scaled from a topographic map and have
 GR0973.an estimated accuracy of +/- 6 seconds.
 GR0973
 GR0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0973.The vertical order pertains to the NGVD 29 superseded value.
 GR0973
 GR0973.The geoid height was determined by GEOID03.
 GR0973
 GR0973;                    North         East    Units  Estimated Accuracy
 GR0973;SPC NV E     - 8,160,480.      244,440.      MT  (+/- 180 meters Scaled)
 GR0973
 GR0973                          SUPERSEDED SURVEY CONTROL
 GR0973
 GR0973  NGVD 29 (??/??/92)  552.066  (m)         1811.24   (f) ADJ UNCH    1 2
 GR0973
 GR0973.Superseded values are not recommended for survey control.
 GR0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0973.See file dsdata.txt to determine how the superseded data were derived.
 GR0973
 GR0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA718073(NAD 83)
 GR0973_MARKER: DB = BENCH MARK DISK
 GR0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0973_STAMPING: K 368 1963
 GR0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0973+STABILITY: SURFACE MOTION
 GR0973
 GR0973  HISTORY     - Date     Condition        Report By
 GR0973  HISTORY     - 1963     MONUMENTED       CGS
 GR0973  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR0973
 GR0973                          STATION DESCRIPTION
 GR0973
 GR0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0973'2.3 MI E FROM NORTH LAS VEGAS.
 GR0973'2.3 MILES EAST ALONG LAKE MEAD BOULEVARD FROM THE JUNCTION OF LAS
 GR0973'VEGAS BOULEVARD AT NORTH LAS VEGAS, AT THE INTERSECTION OF WALNUT
 GR0973'STREET, 31 FEET SOUTH OF THE CENTER LINE OF THE BOULEVARD, 45 FEET
 GR0973'WEST OF THE CENTER LINE OF THE STREET, 1 1/2 FEET WEST OF POWER POLE
 GR0973'28068, 1.9 FEET EAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN
 GR0973'THE BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 GR0973'FOOT ABOVE THE GROUND.
 GR0973
 GR0973                          STATION RECOVERY (1996)
 GR0973
 GR0973'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0955 ***********************************************************************
 GR0955  DESIGNATION -  K 369
 GR0955  PID         -  GR0955
 GR0955  STATE/COUNTY-  NV/CLARK
 GR0955  USGS QUAD   -  LAS VEGAS NW (1983)
 GR0955
 GR0955                         *CURRENT SURVEY CONTROL
 GR0955  ___________________________________________________________________
 GR0955* NAD 83(1986)-  36 14 23.     (N)    115 07 34.     (W)     SCALED    
 GR0955* NAVD 88     -       594.73   (+/-2cm)    1951.2    (feet)  VERTCON   
 GR0955  ___________________________________________________________________
 GR0955  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GR0955
 GR0955  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0955
 GR0955.The horizontal coordinates were scaled from a topographic map and have
 GR0955.an estimated accuracy of +/- 6 seconds.
 GR0955
 GR0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0955.The vertical order pertains to the NGVD 29 superseded value.
 GR0955
 GR0955.The geoid height was determined by GEOID03.
 GR0955
 GR0955;                    North         East    Units  Estimated Accuracy
 GR0955;SPC NV E     - 8,165,370.      241,100.      MT  (+/- 180 meters Scaled)
 GR0955
 GR0955                          SUPERSEDED SURVEY CONTROL
 GR0955
 GR0955  NGVD 29 (??/??/92)  594.055  (m)         1949.00   (f) ADJ UNCH    1 2
 GR0955
 GR0955.Superseded values are not recommended for survey control.
 GR0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0955.See file dsdata.txt to determine how the superseded data were derived.
 GR0955
 GR0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA683121(NAD 83)
 GR0955_MARKER: DB = BENCH MARK DISK
 GR0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0955_STAMPING: K 369 1963
 GR0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0955+STABILITY: SURFACE MOTION
 GR0955
 GR0955  HISTORY     - Date     Condition        Report By
 GR0955  HISTORY     - 1963     MONUMENTED       CGS
 GR0955  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR0955
 GR0955                          STATION DESCRIPTION
 GR0955
 GR0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0955'6.7 MI N FROM LAS VEGAS.
 GR0955'5.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0955'AT LAS VEGAS, THENCE 1.1 MILES WEST ALONG CRAIG ROAD, 24 FEET NORTH OF
 GR0955'THE CENTER LINE OF THE ROAD, 2 1/2 FEET EAST OF A POWER POLE, 1.9 FEET
 GR0955'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 GR0955'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR0955
 GR0955                          STATION RECOVERY (1996)
 GR0955
 GR0955'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0053 ***********************************************************************
 LQ0053  DESIGNATION -  K 37
 LQ0053  PID         -  LQ0053
 LQ0053  STATE/COUNTY-  NV/ELKO
 LQ0053  USGS QUAD   -  SILVER ZONE PASS (1982)
 LQ0053
 LQ0053                         *CURRENT SURVEY CONTROL
 LQ0053  ___________________________________________________________________
 LQ0053* NAD 83(1986)-  40 54 37.     (N)    114 17 42.     (W)     SCALED    
 LQ0053* NAVD 88     -      1753.690  (meters)    5753.56   (feet)  ADJUSTED  
 LQ0053  ___________________________________________________________________
 LQ0053  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 LQ0053  DYNAMIC HT  -        1752.255 (meters)    5748.86  (feet)  COMP
 LQ0053  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 LQ0053
 LQ0053  VERT ORDER  -  SECOND    CLASS 0
 LQ0053
 LQ0053.The horizontal coordinates were scaled from a topographic map and have
 LQ0053.an estimated accuracy of +/- 6 seconds.
 LQ0053
 LQ0053.The orthometric height was determined by differential leveling
 LQ0053.and adjusted by the National Geodetic Survey in June 1991..
 LQ0053
 LQ0053.The geoid height was determined by GEOID03.
 LQ0053
 LQ0053.The dynamic height is computed by dividing the NAVD 88
 LQ0053.geopotential number by the normal gravity value computed on the
 LQ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0053.degrees latitude (g = 980.6199 gals.).
 LQ0053
 LQ0053.The modeled gravity was interpolated from observed gravity values.
 LQ0053
 LQ0053;                    North         East    Units  Estimated Accuracy
 LQ0053;SPC NV E     - 8,684,480.      308,530.      MT  (+/- 180 meters Scaled)
 LQ0053
 LQ0053                          SUPERSEDED SURVEY CONTROL
 LQ0053
 LQ0053  NGVD 29 (??/??/92) 1752.630  (m)         5750.09   (f) ADJ UNCH    2 0
 LQ0053
 LQ0053.Superseded values are not recommended for survey control.
 LQ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0053.See file dsdata.txt to determine how the superseded data were derived.
 LQ0053
 LQ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF278323(NAD 83)
 LQ0053_MARKER: DB = BENCH MARK DISK
 LQ0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0053_STAMPING: K 37 1934
 LQ0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0053+STABILITY: SURFACE MOTION
 LQ0053
 LQ0053  HISTORY     - Date     Condition        Report By
 LQ0053  HISTORY     - 1934     MONUMENTED       CGS
 LQ0053  HISTORY     - 1957     GOOD             NGS
 LQ0053
 LQ0053                          STATION DESCRIPTION
 LQ0053
 LQ0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LQ0053'9.6 MI E FROM SHAFTER.
 LQ0053'9.6 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 LQ0053'AT SHAFTER, ELKO COUNTY, 60 FEET SOUTHEAST OF TELEPHONE POLE 3230, 54
 LQ0053'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 30 FEET NORTH OF A DIM
 LQ0053'WAGON ROAD, AND ABOUT 8 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 LQ0053'STAMPED K 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1038 ***********************************************************************
 GR1038  DESIGNATION -  K 370 RESET
 GR1038  PID         -  GR1038
 GR1038  STATE/COUNTY-  NV/CLARK
 GR1038  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1038
 GR1038                         *CURRENT SURVEY CONTROL
 GR1038  ___________________________________________________________________
 GR1038* NAD 83(1986)-  36 06 03.     (N)    115 08 10.     (W)     SCALED    
 GR1038* NAVD 88     -       615.59   (+/-2cm)    2019.6    (feet)  VERTCON   
 GR1038  ___________________________________________________________________
 GR1038  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 GR1038
 GR1038  VERT ORDER  -  THIRD (See Below)
 GR1038
 GR1038.The horizontal coordinates were scaled from a topographic map and have
 GR1038.an estimated accuracy of +/- 6 seconds.
 GR1038
 GR1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1038.The vertical order pertains to the NGVD 29 superseded value.
 GR1038
 GR1038.The geoid height was determined by GEOID03.
 GR1038
 GR1038;                    North         East    Units  Estimated Accuracy
 GR1038;SPC NV E     - 8,149,950.      240,270.      MT  (+/- 180 meters Scaled)
 GR1038
 GR1038                          SUPERSEDED SURVEY CONTROL
 GR1038
 GR1038  NGVD 29 (07/31/00)  614.94   (m)         2017.5    (f) RESET       3  
 GR1038
 GR1038.Superseded values are not recommended for survey control.
 GR1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1038.See file dsdata.txt to determine how the superseded data were derived.
 GR1038
 GR1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV677967(NAD 83)
 GR1038_MARKER: DB = BENCH MARK DISK
 GR1038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR1038_SP_SET: CURB
 GR1038_STAMPING: K 370 RESET 1966
 GR1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1038
 GR1038  HISTORY     - Date     Condition        Report By
 GR1038  HISTORY     - 1966     MONUMENTED       CGS
 GR1038  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GR1038
 GR1038                          STATION DESCRIPTION
 GR1038
 GR1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GR1038'5.7 MI W FROM EAST LAS VEGAS.
 GR1038'0.55 MILE NORTHWEST TOWARD LAS VEGAS ALONG U.S.HIGHWAY 93 FROM THE
 GR1038'POST OFFICE IN EAST LAS VEGAS, THENCE WEST ALONG TROPICANA AVENUE FOR
 GR1038'5.15 MILES TO ITS INTERSECTION WITH MARYLAND PARKWAY, IN THE SOUTHEAST
 GR1038'QUADRANT OF THE CROSSROAD INTERSECTION OF THE AVENUE AND PARKWAY,
 GR1038'160.0 FEET EAST OF THE CENTER OF MARYLAND PARKWAY, 44.0 FEET SOUTH OF
 GR1038'THE CENTER OF TROPICANA AVENUE, 5.5 FEET NORTH OF THE NORTH BASE OF A
 GR1038'STEEL STREET LIGHT STANDARD, AND CEMENTED IN A DRILL HOLE FLUSH WITH
 GR1038'THE TOP OF THE SOUTH CURB OF THE AVENUE.
 GR1038
 GR1038                          STATION RECOVERY (1990)
 GR1038
 GR1038'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR1038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0276 ***********************************************************************
 KR0276  DESIGNATION -  K 371
 KR0276  PID         -  KR0276
 KR0276  STATE/COUNTY-  NV/CHURCHILL
 KR0276  USGS QUAD   -  SHECKLER RESERVOIR (1985)
 KR0276
 KR0276                         *CURRENT SURVEY CONTROL
 KR0276  ___________________________________________________________________
 KR0276* NAD 83(1986)-  39 29 47.     (N)    118 52 41.     (W)     SCALED    
 KR0276* NAVD 88     -      1223.389  (meters)    4013.74   (feet)  ADJUSTED  
 KR0276  ___________________________________________________________________
 KR0276  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 KR0276  DYNAMIC HT  -        1222.337 (meters)    4010.28  (feet)  COMP
 KR0276  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 KR0276
 KR0276  VERT ORDER  -  FIRST     CLASS II
 KR0276
 KR0276.The horizontal coordinates were scaled from a topographic map and have
 KR0276.an estimated accuracy of +/- 6 seconds.
 KR0276
 KR0276.The orthometric height was determined by differential leveling
 KR0276.and adjusted by the National Geodetic Survey in June 1991..
 KR0276
 KR0276.The geoid height was determined by GEOID03.
 KR0276
 KR0276.The dynamic height is computed by dividing the NAVD 88
 KR0276.geopotential number by the normal gravity value computed on the
 KR0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0276.degrees latitude (g = 980.6199 gals.).
 KR0276
 KR0276.The modeled gravity was interpolated from observed gravity values.
 KR0276
 KR0276;                    North         East    Units  Estimated Accuracy
 KR0276;SPC NV W     - 4,526,740.      774,650.      MT  (+/- 180 meters Scaled)
 KR0276
 KR0276                          SUPERSEDED SURVEY CONTROL
 KR0276
 KR0276  NGVD 29 (??/??/92) 1222.429  (m)         4010.59   (f) ADJ UNCH    1 2
 KR0276
 KR0276.Superseded values are not recommended for survey control.
 KR0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0276.See file dsdata.txt to determine how the superseded data were derived.
 KR0276
 KR0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD385735(NAD 83)
 KR0276_MARKER: DB = BENCH MARK DISK
 KR0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0276_SP_SET: ABUTMENT
 KR0276_STAMPING: K 371 1967
 KR0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0276
 KR0276  HISTORY     - Date     Condition        Report By
 KR0276  HISTORY     - 1967     MONUMENTED       CGS
 KR0276
 KR0276                          STATION DESCRIPTION
 KR0276
 KR0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KR0276'5.35 MI W FROM FALLON.
 KR0276'ABOUT 5.35 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0276'THE STATION AT FALLON, IN SECTION 19, T 19 N, R 28 E, 7 1/2 FEET NORTH
 KR0276'OF THE NORTH RAIL OF THE TRACK, SET IN THE TOP OF THE NORTH END OF THE
 KR0276'EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 298-53, AND ABOUT 1
 KR0276'FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0343 ***********************************************************************
 KR0343  DESIGNATION -  K 372
 KR0343  PID         -  KR0343
 KR0343  STATE/COUNTY-  NV/CHURCHILL
 KR0343  USGS QUAD   -  FALLON (1985)
 KR0343
 KR0343                         *CURRENT SURVEY CONTROL
 KR0343  ___________________________________________________________________
 KR0343* NAD 83(1986)-  39 26 43.     (N)    118 46 53.     (W)     SCALED    
 KR0343* NAVD 88     -      1208.256  (meters)    3964.09   (feet)  ADJUSTED  
 KR0343  ___________________________________________________________________
 KR0343  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 KR0343  DYNAMIC HT  -        1207.212 (meters)    3960.66  (feet)  COMP
 KR0343  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 KR0343
 KR0343  VERT ORDER  -  FIRST     CLASS II
 KR0343
 KR0343.The horizontal coordinates were scaled from a topographic map and have
 KR0343.an estimated accuracy of +/- 6 seconds.
 KR0343
 KR0343.The orthometric height was determined by differential leveling
 KR0343.and adjusted by the National Geodetic Survey in June 1991..
 KR0343
 KR0343.The geoid height was determined by GEOID03.
 KR0343
 KR0343.The dynamic height is computed by dividing the NAVD 88
 KR0343.geopotential number by the normal gravity value computed on the
 KR0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0343.degrees latitude (g = 980.6199 gals.).
 KR0343
 KR0343.The modeled gravity was interpolated from observed gravity values.
 KR0343
 KR0343;                    North         East    Units  Estimated Accuracy
 KR0343;SPC NV W     - 4,521,050.      782,950.      MT  (+/- 180 meters Scaled)
 KR0343
 KR0343                          SUPERSEDED SURVEY CONTROL
 KR0343
 KR0343  NGVD 29 (??/??/92) 1207.294  (m)         3960.93   (f) ADJ UNCH    1 2
 KR0343
 KR0343.Superseded values are not recommended for survey control.
 KR0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0343.See file dsdata.txt to determine how the superseded data were derived.
 KR0343
 KR0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD467677(NAD 83)
 KR0343_MARKER: DB = BENCH MARK DISK
 KR0343_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KR0343_SP_SET: CONCRETE HEADWALL
 KR0343_STAMPING: K 372 1967
 KR0343_MARK LOGO: CGS   
 KR0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0343+STABILITY: SURFACE MOTION
 KR0343
 KR0343  HISTORY     - Date     Condition        Report By
 KR0343  HISTORY     - 1967     MONUMENTED       CGS
 KR0343  HISTORY     - 1986     GOOD             NGS
 KR0343
 KR0343                          STATION DESCRIPTION
 KR0343
 KR0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KR0343'2.3 MI S FROM FALLON.
 KR0343'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0343'FROM THE CITY HALL AT FALLON, THENCE 2.25 MILES SOUTH ALONG U.S.
 KR0343'HIGHWAY 95, IN SECTION 7, T 18 N, R 29 E, 230 FEET SOUTH OF THE CENTER
 KR0343'OF THE INTERSECTION OF THE HIGHWAY AND SAINT CLAIR ROAD, 62 FEET EAST
 KR0343'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 KR0343'WEST CONCRETE PORTION OF A CONCRETE STRUCTURE THAT SUPPORTS A LARGE
 KR0343'FLOODGATE ACROSS AN IRRIGATION CANAL, AND ABOUT 2 FEET BELOW THE LEVEL
 KR0343'OF THE HIGHWAY.
 KR0343
 KR0343                          STATION RECOVERY (1986)
 KR0343
 KR0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0343'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 3.5 KM (2.2 MI)
 KR0343'SOUTH ALONG US HIGHWAY 95 (MAIN STREET) FROM THE POST OFFICE IN
 KR0343'FALLON, IN TOP AND 1.2 METERS (4.0 FT) EAST OF THE WEST END OF A
 KR0343'CONCRETE HEADWALL OF AN IRRIGATION CANAL FLOOD GATE, 18.3 METERS (60
 KR0343'FT) EAST OF THE CENTERLINE OF US HIGHWAY 95, 9.1 METERS (30 FT) NORTH
 KR0343'OF THE CENTERLINE OF A FIELD ROAD PASSING OVER THE IRRIGATION CANAL,
 KR0343'1.2 METERS (4.0 FT) WEST OF THE CENTER OF THE WOODEN FLOOD GATE.
 KR0343'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0180 ***********************************************************************
 HQ0180  DESIGNATION -  K 373
 HQ0180  PID         -  HQ0180
 HQ0180  STATE/COUNTY-  NV/NYE
 HQ0180  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0180
 HQ0180                         *CURRENT SURVEY CONTROL
 HQ0180  ___________________________________________________________________
 HQ0180* NAD 83(1986)-  37 47 20.     (N)    116 45 18.     (W)     SCALED    
 HQ0180* NAVD 88     -      1682.382  (meters)    5519.61   (feet)  ADJUSTED  
 HQ0180  ___________________________________________________________________
 HQ0180  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 HQ0180  DYNAMIC HT  -        1680.494 (meters)    5513.42  (feet)  COMP
 HQ0180  MODELED GRAV-     979,448.1   (mgal)                       NAVD 88
 HQ0180
 HQ0180  VERT ORDER  -  FIRST     CLASS II
 HQ0180
 HQ0180.The horizontal coordinates were scaled from a topographic map and have
 HQ0180.an estimated accuracy of +/- 6 seconds.
 HQ0180
 HQ0180.The orthometric height was determined by differential leveling
 HQ0180.and adjusted by the National Geodetic Survey in June 1991..
 HQ0180
 HQ0180.The geoid height was determined by GEOID03.
 HQ0180
 HQ0180.The dynamic height is computed by dividing the NAVD 88
 HQ0180.geopotential number by the normal gravity value computed on the
 HQ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0180.degrees latitude (g = 980.6199 gals.).
 HQ0180
 HQ0180.The modeled gravity was interpolated from observed gravity values.
 HQ0180
 HQ0180;                    North         East    Units  Estimated Accuracy
 HQ0180;SPC NV C     - 6,337,180.      492,220.      MT  (+/- 180 meters Scaled)
 HQ0180
 HQ0180                          SUPERSEDED SURVEY CONTROL
 HQ0180
 HQ0180.No superseded survey control is available for this station.
 HQ0180
 HQ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB215824(NAD 83)
 HQ0180_MARKER: DB = BENCH MARK DISK
 HQ0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0180_SP_SET: WATER TANK LEG FOUNDATION
 HQ0180_STAMPING: K 373 1968
 HQ0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0180
 HQ0180  HISTORY     - Date     Condition        Report By
 HQ0180  HISTORY     - 1968     MONUMENTED       CGS
 HQ0180
 HQ0180                          STATION DESCRIPTION
 HQ0180
 HQ0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0180'7.1 MI S FROM TONOPAH TEST RANGE.
 HQ0180'7.1 MILES SOUTH ALONG AN ASPHALT ROAD FROM POINT ABLE AT TONOPAH
 HQ0180'TEST RANGE, AT THE C.P. COMPLEX, IN THE TOP OF THE SOUTH CORNER
 HQ0180'OF THE SOUTHWEST CONCRETE FOUNDATION OF THE STEEL LEG OF AN
 HQ0180'ELEVATED WATER TANK, AND ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1256 ***********************************************************************
 KR1256  DESIGNATION -  K 374
 KR1256  PID         -  KR1256
 KR1256  STATE/COUNTY-  NV/WASHOE
 KR1256  USGS QUAD   -  VISTA (1982)
 KR1256
 KR1256                         *CURRENT SURVEY CONTROL
 KR1256  ___________________________________________________________________
 KR1256* NAD 83(1986)-  39 31 37.     (N)    119 42 35.     (W)     SCALED    
 KR1256* NAVD 88     -      1339.469  (meters)    4394.57   (feet)  ADJUSTED  
 KR1256  ___________________________________________________________________
 KR1256  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR1256  DYNAMIC HT  -        1338.275 (meters)    4390.66  (feet)  COMP
 KR1256  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 KR1256
 KR1256  VERT ORDER  -  FIRST     CLASS I
 KR1256
 KR1256.The horizontal coordinates were scaled from a topographic map and have
 KR1256.an estimated accuracy of +/- 6 seconds.
 KR1256
 KR1256.The orthometric height was determined by differential leveling
 KR1256.and adjusted by the National Geodetic Survey in June 1991..
 KR1256
 KR1256.The geoid height was determined by GEOID03.
 KR1256
 KR1256.The dynamic height is computed by dividing the NAVD 88
 KR1256.geopotential number by the normal gravity value computed on the
 KR1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1256.degrees latitude (g = 980.6199 gals.).
 KR1256
 KR1256.The modeled gravity was interpolated from observed gravity values.
 KR1256
 KR1256;                    North         East    Units  Estimated Accuracy
 KR1256;SPC NV W     - 4,530,700.      703,160.      MT  (+/- 180 meters Scaled)
 KR1256
 KR1256                          SUPERSEDED SURVEY CONTROL
 KR1256
 KR1256  NGVD 29 (??/??/92) 1338.43   (m)         4391.2    (f) COMPUTED    1 1
 KR1256
 KR1256.Superseded values are not recommended for survey control.
 KR1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1256.See file dsdata.txt to determine how the superseded data were derived.
 KR1256
 KR1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD670787(NAD 83)
 KR1256_MARKER: DB = BENCH MARK DISK
 KR1256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1256_SP_SET: BRIDGE
 KR1256_STAMPING: K 374 1969
 KR1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1256
 KR1256  HISTORY     - Date     Condition        Report By
 KR1256  HISTORY     - 1969     MONUMENTED       CGS
 KR1256
 KR1256                          STATION DESCRIPTION
 KR1256
 KR1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KR1256'1.65 MI E FROM SPARKS.
 KR1256'1.65 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1256'MCCARRAN BOULEVARD OVERPASS AT SPARKS, 0.4 MILE EAST OF AN OVERHEAD
 KR1256'SIGNAL, 0.5 MILE WEST OF VISTA OVERPASS, DIRECTLY OPPOSITE A HIGHWAY
 KR1256'BRIDGE, IN THE TOP AND 1.0 FOOT WEST OF THE EAST END OF THE NORTH
 KR1256'CONCRETE HEAD WALL OF A CONCRETE MAINTENANCE ROAD BRIDGE WHICH IS THE
 KR1256'EXTENSION OF A RAILROAD BRIDGE, 18.2 FEET NORTH OF THE NORTH RAIL OF
 KR1256'THE NORTH TRACK, 116 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND
 KR1256'LANES OF INTERSTATE HIGHWAY 80, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 KR1256'SECTION 11, T 19N, R 20E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0287 ***********************************************************************
 LQ0287  DESIGNATION -  K 38
 LQ0287  PID         -  LQ0287
 LQ0287  STATE/COUNTY-  NV/ELKO
 LQ0287  USGS QUAD   -  TOBAR (1982)
 LQ0287
 LQ0287                         *CURRENT SURVEY CONTROL
 LQ0287  ___________________________________________________________________
 LQ0287* NAD 83(1986)-  40 59 26.     (N)    114 57 48.     (W)     SCALED    
 LQ0287* NAVD 88     -      1766.509  (meters)    5795.62   (feet)  ADJUSTED  
 LQ0287  ___________________________________________________________________
 LQ0287  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 LQ0287  DYNAMIC HT  -        1765.007 (meters)    5790.69  (feet)  COMP
 LQ0287  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 LQ0287
 LQ0287  VERT ORDER  -  SECOND    CLASS 0
 LQ0287
 LQ0287.The horizontal coordinates were scaled from a topographic map and have
 LQ0287.an estimated accuracy of +/- 6 seconds.
 LQ0287
 LQ0287.The orthometric height was determined by differential leveling
 LQ0287.and adjusted by the National Geodetic Survey in June 1991..
 LQ0287
 LQ0287.The geoid height was determined by GEOID03.
 LQ0287
 LQ0287.The dynamic height is computed by dividing the NAVD 88
 LQ0287.geopotential number by the normal gravity value computed on the
 LQ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0287.degrees latitude (g = 980.6199 gals.).
 LQ0287
 LQ0287.The modeled gravity was interpolated from observed gravity values.
 LQ0287
 LQ0287;                    North         East    Units  Estimated Accuracy
 LQ0287;SPC NV E     - 8,692,780.      252,170.      MT  (+/- 180 meters Scaled)
 LQ0287
 LQ0287                          SUPERSEDED SURVEY CONTROL
 LQ0287
 LQ0287  NGVD 29 (??/??/92) 1765.330  (m)         5791.75   (f) ADJ UNCH    2 0
 LQ0287
 LQ0287.Superseded values are not recommended for survey control.
 LQ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0287.See file dsdata.txt to determine how the superseded data were derived.
 LQ0287
 LQ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF713397(NAD 83)
 LQ0287_MARKER: DB = BENCH MARK DISK
 LQ0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LQ0287_SP_SET: CULVERT
 LQ0287_STAMPING: K 38 1934
 LQ0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0287+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 LQ0287
 LQ0287  HISTORY     - Date     Condition        Report By
 LQ0287  HISTORY     - 1934     MONUMENTED       CGS
 LQ0287  HISTORY     - 1970     GOOD             NGS
 LQ0287  HISTORY     - 20040721 GOOD             NVGS
 LQ0287
 LQ0287                          STATION DESCRIPTION
 LQ0287
 LQ0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0287'9.4 MI E FROM WELLS.
 LQ0287'9.4 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 LQ0287'AT WELLS, ELKO COUNTY, 30 FEET NORTH OF MILEPOST 726, AT CONCRETE
 LQ0287'CULVERT 726.00, IN THE TOP OF THE SOUTH CORNER OF THE SOUTHWEST
 LQ0287'CONCRETE HEADWALL, 24 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 LQ0287'AND ABOUT 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED K 38
 LQ0287'1934.
 LQ0287
 LQ0287                          STATION RECOVERY (1970)
 LQ0287
 LQ0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LQ0287'RECOVERED IN GOOD CONDITION.
 LQ0287
 LQ0287                          STATION RECOVERY (2004)
 LQ0287
 LQ0287'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2004 (DRH)
 LQ0287'A CARSONITE POST WAS ADDED AT THE EAST END OF HEADWALL FOR WITNESS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0157 ***********************************************************************
 KR0157  DESIGNATION -  K 381
 KR0157  PID         -  KR0157
 KR0157  STATE/COUNTY-  NV/CHURCHILL
 KR0157  USGS QUAD   -  BELL MOUNTAIN (1972)
 KR0157
 KR0157                         *CURRENT SURVEY CONTROL
 KR0157  ___________________________________________________________________
 KR0157* NAD 83(1986)-  39 14 50.     (N)    118 00 51.     (W)     SCALED    
 KR0157* NAVD 88     -      1504.180  (meters)    4934.96   (feet)  ADJUSTED  
 KR0157  ___________________________________________________________________
 KR0157  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 KR0157  DYNAMIC HT  -        1502.741 (meters)    4930.24  (feet)  COMP
 KR0157  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 KR0157
 KR0157  VERT ORDER  -  FIRST     CLASS II
 KR0157
 KR0157.The horizontal coordinates were scaled from a topographic map and have
 KR0157.an estimated accuracy of +/- 6 seconds.
 KR0157
 KR0157.The orthometric height was determined by differential leveling
 KR0157.and adjusted by the National Geodetic Survey in June 1991..
 KR0157
 KR0157.The geoid height was determined by GEOID03.
 KR0157
 KR0157.The dynamic height is computed by dividing the NAVD 88
 KR0157.geopotential number by the normal gravity value computed on the
 KR0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0157.degrees latitude (g = 980.6199 gals.).
 KR0157
 KR0157.The modeled gravity was interpolated from observed gravity values.
 KR0157
 KR0157;                    North         East    Units  Estimated Accuracy
 KR0157;SPC NV W     - 4,499,200.      849,130.      MT  (+/- 180 meters Scaled)
 KR0157
 KR0157                          SUPERSEDED SURVEY CONTROL
 KR0157
 KR0157  NGVD 29 (??/??/92) 1503.046  (m)         4931.24   (f) ADJ UNCH    1 2
 KR0157
 KR0157.Superseded values are not recommended for survey control.
 KR0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0157.See file dsdata.txt to determine how the superseded data were derived.
 KR0157
 KR0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD124447(NAD 83)
 KR0157_MARKER: DB = BENCH MARK DISK
 KR0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0157_STAMPING: K 381 1955
 KR0157_MARK LOGO: CGS   
 KR0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0157+STABILITY: SURFACE MOTION
 KR0157
 KR0157  HISTORY     - Date     Condition        Report By
 KR0157  HISTORY     - 1955     MONUMENTED       CGS
 KR0157  HISTORY     - 1967     GOOD             NGS
 KR0157  HISTORY     - 1984     GOOD             NGS
 KR0157
 KR0157                          STATION DESCRIPTION
 KR0157
 KR0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0157'11.35 MI W FROM EASTGATE.
 KR0157'ABOUT 8.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0157'EASTGATE, THENCE 3.15 MILES SOUTH ALONG STATE HIGHWAY 23, 0.3 MILE
 KR0157'SOUTH OF THE CROSSING OF THE HIGHWAY AND A LARGE DRY WASH, 71 1/2 FEET
 KR0157'EAST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET NORTHWEST OF THE
 KR0157'CENTER LINE OF A SMALL WASH, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 KR0157'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KR0157'ABOUT LEVEL WITH THE GROUND.
 KR0157
 KR0157                          STATION RECOVERY (1984)
 KR0157
 KR0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KR0157'RECOVERED IN GOOD CONDITION.  NEW ROUTE TO BM FOLLOWS.  7.9 KM
 KR0157'(4.9 MI) WEST ALONG STATE HIGHWAY 722 FROM THE SERVICE STATION AND BAR
 KR0157'AT EASTGATE, THENCE 5.0 KM (3.1 MI) WEST ALONG US HIGHWAY 50, THENCE
 KR0157'5.1 KM (3.2 MI) SOUTH ALONG STATE HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0179 ***********************************************************************
 KR0179  DESIGNATION -  K 382
 KR0179  PID         -  KR0179
 KR0179  STATE/COUNTY-  NV/MINERAL
 KR0179  USGS QUAD   -  BROKEN HILLS (1980)
 KR0179
 KR0179                         *CURRENT SURVEY CONTROL
 KR0179  ___________________________________________________________________
 KR0179* NAD 83(1986)-  39 03 14.     (N)    118 01 15.     (W)     SCALED    
 KR0179* NAVD 88     -      1609.051  (meters)    5279.03   (feet)  ADJUSTED  
 KR0179  ___________________________________________________________________
 KR0179  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 KR0179  DYNAMIC HT  -        1607.466 (meters)    5273.83  (feet)  COMP
 KR0179  MODELED GRAV-     979,585.3   (mgal)                       NAVD 88
 KR0179
 KR0179  VERT ORDER  -  FIRST     CLASS II
 KR0179
 KR0179.The horizontal coordinates were scaled from a topographic map and have
 KR0179.an estimated accuracy of +/- 6 seconds.
 KR0179
 KR0179.The orthometric height was determined by differential leveling
 KR0179.and adjusted by the National Geodetic Survey in June 1991..
 KR0179
 KR0179.The geoid height was determined by GEOID03.
 KR0179
 KR0179.The dynamic height is computed by dividing the NAVD 88
 KR0179.geopotential number by the normal gravity value computed on the
 KR0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0179.degrees latitude (g = 980.6199 gals.).
 KR0179
 KR0179.The modeled gravity was interpolated from observed gravity values.
 KR0179
 KR0179;                    North         East    Units  Estimated Accuracy
 KR0179;SPC NV W     - 4,477,730.      848,690.      MT  (+/- 180 meters Scaled)
 KR0179
 KR0179                          SUPERSEDED SURVEY CONTROL
 KR0179
 KR0179  NGVD 29 (??/??/92) 1607.960  (m)         5275.45   (f) ADJ UNCH    1 2
 KR0179
 KR0179.Superseded values are not recommended for survey control.
 KR0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0179.See file dsdata.txt to determine how the superseded data were derived.
 KR0179
 KR0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD116232(NAD 83)
 KR0179_MARKER: DB = BENCH MARK DISK
 KR0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0179_STAMPING: K 382 1955
 KR0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0179+STABILITY: SURFACE MOTION
 KR0179
 KR0179  HISTORY     - Date     Condition        Report By
 KR0179  HISTORY     - 1955     MONUMENTED       CGS
 KR0179  HISTORY     - 1984     GOOD             NGS
 KR0179
 KR0179                          STATION DESCRIPTION
 KR0179
 KR0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0179'15.7 MI N FROM GABBS.
 KR0179'0.3 MILE NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 KR0179'THENCE 14.3 MILES NORTH ALONG STATE HIGHWAY 23, THENCE 1.1 MILES EAST
 KR0179'ALONG A GRADED ROAD, 0.9 MILE WEST OF THE ABANDONED VILLAGE OF BROKEN
 KR0179'HILLS, ON THE SOUTH END OF A LOW RIDGE, 85.8 FEET SOUTH OF THE
 KR0179'SOUTHEAST CORNER OF AN ORNAMENTAL IRON FENCE AROUND A LONE GRAVE, 47
 KR0179'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET SOUTHEAST OF A
 KR0179'WITNESS POST, ABOUT 4 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 KR0179'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KR0179
 KR0179                          STATION RECOVERY (1984)
 KR0179
 KR0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KR0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0111 ***********************************************************************
 KR0111  DESIGNATION -  K 383
 KR0111  PID         -  KR0111
 KR0111  STATE/COUNTY-  NV/CHURCHILL
 KR0111  USGS QUAD   -  DRUMM SUMMIT (1972)
 KR0111
 KR0111                         *CURRENT SURVEY CONTROL
 KR0111  ___________________________________________________________________
 KR0111* NAD 83(1986)-  39 17 12.     (N)    118 07 50.     (W)     SCALED    
 KR0111* NAVD 88     -      1365.811  (meters)    4481.00   (feet)  ADJUSTED  
 KR0111  ___________________________________________________________________
 KR0111  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KR0111  DYNAMIC HT  -        1364.550 (meters)    4476.86  (feet)  COMP
 KR0111  MODELED GRAV-     979,656.8   (mgal)                       NAVD 88
 KR0111
 KR0111  VERT ORDER  -  FIRST     CLASS II
 KR0111
 KR0111.The horizontal coordinates were scaled from a topographic map and have
 KR0111.an estimated accuracy of +/- 6 seconds.
 KR0111
 KR0111.The orthometric height was determined by differential leveling
 KR0111.and adjusted by the National Geodetic Survey in June 1991..
 KR0111.WARNING-Repeat measurements at this control monument indicate possible
 KR0111.vertical movement.
 KR0111
 KR0111.The geoid height was determined by GEOID03.
 KR0111
 KR0111.The dynamic height is computed by dividing the NAVD 88
 KR0111.geopotential number by the normal gravity value computed on the
 KR0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0111.degrees latitude (g = 980.6199 gals.).
 KR0111
 KR0111.The modeled gravity was interpolated from observed gravity values.
 KR0111
 KR0111;                    North         East    Units  Estimated Accuracy
 KR0111;SPC NV W     - 4,503,520.      839,060.      MT  (+/- 180 meters Scaled)
 KR0111
 KR0111                          SUPERSEDED SURVEY CONTROL
 KR0111
 KR0111  NGVD 29 (??/??/92) 1364.818  (m)         4477.74   (f) ADJ UNCH    1 2
 KR0111
 KR0111.Superseded values are not recommended for survey control.
 KR0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0111.See file dsdata.txt to determine how the superseded data were derived.
 KR0111
 KR0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD024491(NAD 83)
 KR0111_MARKER: DB = BENCH MARK DISK
 KR0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0111_SP_SET: CONCRETE POST
 KR0111_STAMPING: K 383 1955
 KR0111_MARK LOGO: CGS   
 KR0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0111+STABILITY: SURFACE MOTION
 KR0111
 KR0111  HISTORY     - Date     Condition        Report By
 KR0111  HISTORY     - 1955     MONUMENTED       CGS
 KR0111  HISTORY     - 1967     GOOD             NGS
 KR0111  HISTORY     - 1986     GOOD             NGS
 KR0111
 KR0111                          STATION DESCRIPTION
 KR0111
 KR0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0111'7.6 MI E FROM FRENCHMAN STATION.
 KR0111'ABOUT 7.6 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0111'FRENCHMAN STATION, IN SECTION 34, T 17 N, R 34 E, 0.4 MILE EAST OF THE
 KR0111'JUNCTION OF THE HIGHWAY AND A DIRT ROAD, 45 1/2 FEET NORTH OF THE
 KR0111'CENTER LINE OF THE HIGHWAY, 154 FEET SOUTH OF A FENCE, 1.0 FOOT NORTH
 KR0111'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 KR0111'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 KR0111
 KR0111                          STATION RECOVERY (1986)
 KR0111
 KR0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0232 ***********************************************************************
 KQ0232  DESIGNATION -  K 384
 KQ0232  PID         -  KQ0232
 KQ0232  STATE/COUNTY-  NV/LANDER
 KQ0232  USGS QUAD   -  WEST OF AUSTIN (1988)
 KQ0232
 KQ0232                         *CURRENT SURVEY CONTROL
 KQ0232  ___________________________________________________________________
 KQ0232* NAD 83(1986)-  39 25 45.     (N)    117 14 47.     (W)     SCALED    
 KQ0232* NAVD 88     -      1755.394  (meters)    5759.16   (feet)  ADJUSTED  
 KQ0232  ___________________________________________________________________
 KQ0232  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 KQ0232  DYNAMIC HT  -        1753.619 (meters)    5753.33  (feet)  COMP
 KQ0232  MODELED GRAV-     979,553.6   (mgal)                       NAVD 88
 KQ0232
 KQ0232  VERT ORDER  -  FIRST     CLASS II
 KQ0232
 KQ0232.The horizontal coordinates were scaled from a topographic map and have
 KQ0232.an estimated accuracy of +/- 6 seconds.
 KQ0232
 KQ0232.The orthometric height was determined by differential leveling
 KQ0232.and adjusted by the National Geodetic Survey in June 1991..
 KQ0232.WARNING-Repeat measurements at this control monument indicate possible
 KQ0232.vertical movement.
 KQ0232
 KQ0232.The geoid height was determined by GEOID03.
 KQ0232
 KQ0232.The dynamic height is computed by dividing the NAVD 88
 KQ0232.geopotential number by the normal gravity value computed on the
 KQ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0232.degrees latitude (g = 980.6199 gals.).
 KQ0232
 KQ0232.The modeled gravity was interpolated from observed gravity values.
 KQ0232
 KQ0232;                    North         East    Units  Estimated Accuracy
 KQ0232;SPC NV C     - 6,519,400.      450,090.      MT  (+/- 180 meters Scaled)
 KQ0232
 KQ0232                          SUPERSEDED SURVEY CONTROL
 KQ0232
 KQ0232  NGVD 29 (??/??/92) 1754.125  (m)         5754.99   (f) ADJ UNCH    1 2
 KQ0232
 KQ0232.Superseded values are not recommended for survey control.
 KQ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0232.See file dsdata.txt to determine how the superseded data were derived.
 KQ0232
 KQ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD787644(NAD 83)
 KQ0232_MARKER: DB = BENCH MARK DISK
 KQ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0232_STAMPING: K 384 1955
 KQ0232_MARK LOGO: CGS   
 KQ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0232+STABILITY: SURFACE MOTION
 KQ0232
 KQ0232  HISTORY     - Date     Condition        Report By
 KQ0232  HISTORY     - 1955     MONUMENTED       CGS
 KQ0232  HISTORY     - 1984     GOOD             USGS
 KQ0232  HISTORY     - 1985     GOOD             NGS
 KQ0232
 KQ0232                          STATION DESCRIPTION
 KQ0232
 KQ0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0232'11.1 MI SW FROM AUSTIN.
 KQ0232'11.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0232'AT AUSTIN, 74.1 FEET EAST OF THE NORTHEAST END OF THE SOUTHEAST
 KQ0232'CONCRETE HEAD WALL OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 61.0
 KQ0232'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET NORTHEAST OF
 KQ0232'THE CENTER OF A DRAIN DITCH, 1.9 FEET NORTH OF A WITNESS POST, ABOUT 2
 KQ0232'1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KQ0232'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KQ0232
 KQ0232                          STATION RECOVERY (1984)
 KQ0232
 KQ0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KQ0232'11.1 MILES SOUTHWEST ON US 50 FROM THE COUNTY COURTHOUSE IN AUSTIN,
 KQ0232'3.1 MILES WEST ON US 50 TO PAVED T-ROAD SOUTH. SOUTH ON PAVED ROAD
 KQ0232'FOR 0.25 MILES TO OLD US 50, THENCE SOUTHWEST ON OLD US 50 FOR 8.05
 KQ0232'MILES TO BM, 74.1 FEET EAST OF THE NORTHEAST OF THE SOUTHEAST
 KQ0232'CONCRETE HEADWALL OF AN 18-INCH CONCRETE CULVERT, 61.0 FEET SOUTHEAST
 KQ0232'OF THE CENTERLINE OF THE HIGHWAY, 34 FEET NORTHEAST OF THE CENTER OF
 KQ0232'A DRAIN DITCH, 1.9 FOOT NORTH OF A WITNESS POST, ABOUT 2.5 FEET LOWER
 KQ0232'THAN THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJETING 0.3
 KQ0232'FEET ABOVE GROUND.
 KQ0232
 KQ0232                          STATION RECOVERY (1985)
 KQ0232
 KQ0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0232'RECOVERED IN GOOD CONDITION.  NEW ROUTE TO BM FOLLOWS.  5.1 KM
 KQ0232'(3.2 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0232'AUSTIN, THENCE 13.31 KM (8.27 MI) SOUTHWEST ALONG STATE HIGHWAY 722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0152 ***********************************************************************
 KQ0152  DESIGNATION -  K 385
 KQ0152  PID         -  KQ0152
 KQ0152  STATE/COUNTY-  NV/LANDER
 KQ0152  USGS QUAD   -  VIGUS BUTTE (1982)
 KQ0152
 KQ0152                         *CURRENT SURVEY CONTROL
 KQ0152  ___________________________________________________________________
 KQ0152* NAD 83(1986)-  39 31 26.     (N)    117 09 49.     (W)     SCALED    
 KQ0152* NAVD 88     -      1730.924  (meters)    5678.87   (feet)  ADJUSTED  
 KQ0152  ___________________________________________________________________
 KQ0152  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 KQ0152  DYNAMIC HT  -        1729.190 (meters)    5673.18  (feet)  COMP
 KQ0152  MODELED GRAV-     979,564.1   (mgal)                       NAVD 88
 KQ0152
 KQ0152  VERT ORDER  -  FIRST     CLASS II
 KQ0152
 KQ0152.The horizontal coordinates were scaled from a topographic map and have
 KQ0152.an estimated accuracy of +/- 6 seconds.
 KQ0152
 KQ0152.The orthometric height was determined by differential leveling
 KQ0152.and adjusted by the National Geodetic Survey in June 1991..
 KQ0152
 KQ0152.The geoid height was determined by GEOID03.
 KQ0152
 KQ0152.The dynamic height is computed by dividing the NAVD 88
 KQ0152.geopotential number by the normal gravity value computed on the
 KQ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0152.degrees latitude (g = 980.6199 gals.).
 KQ0152
 KQ0152.The modeled gravity was interpolated from observed gravity values.
 KQ0152
 KQ0152;                    North         East    Units  Estimated Accuracy
 KQ0152;SPC NV C     - 6,529,870.      457,280.      MT  (+/- 180 meters Scaled)
 KQ0152
 KQ0152                          SUPERSEDED SURVEY CONTROL
 KQ0152
 KQ0152  NGVD 29 (??/??/92) 1729.678  (m)         5674.79   (f) ADJ UNCH    1 2
 KQ0152
 KQ0152.Superseded values are not recommended for survey control.
 KQ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0152.See file dsdata.txt to determine how the superseded data were derived.
 KQ0152
 KQ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD859749(NAD 83)
 KQ0152_MARKER: DB = BENCH MARK DISK
 KQ0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KQ0152_SP_SET: CULVERT
 KQ0152_STAMPING: K 385 1955
 KQ0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0152
 KQ0152  HISTORY     - Date     Condition        Report By
 KQ0152  HISTORY     - 1955     MONUMENTED       CGS
 KQ0152
 KQ0152                          STATION DESCRIPTION
 KQ0152
 KQ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0152'7.1 MI NW FROM AUSTIN.
 KQ0152'3.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0152'AUSTIN, THENCE 3.8 MILES NORTH ALONG THE ABANDONED NEVADA CENTRAL
 KQ0152'RAILROAD BED, THENCE 0.1 MILE SOUTHEAST ALONG A DIRT ROAD, AT A
 KQ0152'CONCRETE DEVERSION DAM ON THE SOUTHEAST EDGE OF REESE RIVER, IN THE
 KQ0152'TOP OF THE SOUTHWEST END OF THE SOUTHWEST CONCRETE WING WALL, 18.5
 KQ0152'FEET WEST OF THE CENTER OF THE SOUTHWEST END OF THE CENTER CONCRETE
 KQ0152'PIER OF A BRIDGE UNDER THE ROAD, 13 1/2 FEET SOUTHWEST OF THE CENTER
 KQ0152'LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0086 ***********************************************************************
 KR0086  DESIGNATION -  K 386
 KR0086  PID         -  KR0086
 KR0086  STATE/COUNTY-  NV/CHURCHILL
 KR0086  USGS QUAD   -  PIROUETTE MTN (1972)
 KR0086
 KR0086                         *CURRENT SURVEY CONTROL
 KR0086  ___________________________________________________________________
 KR0086* NAD 83(1986)-  39 24 48.     (N)    118 09 21.     (W)     SCALED    
 KR0086* NAVD 88     -      1236.361  (meters)    4056.29   (feet)  ADJUSTED  
 KR0086  ___________________________________________________________________
 KR0086  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 KR0086  DYNAMIC HT  -        1235.262 (meters)    4052.69  (feet)  COMP
 KR0086  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 KR0086
 KR0086  VERT ORDER  -  FIRST     CLASS II
 KR0086
 KR0086.The horizontal coordinates were scaled from a topographic map and have
 KR0086.an estimated accuracy of +/- 6 seconds.
 KR0086
 KR0086.The orthometric height was determined by differential leveling
 KR0086.and adjusted by the National Geodetic Survey in June 1991..
 KR0086
 KR0086.The geoid height was determined by GEOID03.
 KR0086
 KR0086.The dynamic height is computed by dividing the NAVD 88
 KR0086.geopotential number by the normal gravity value computed on the
 KR0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0086.degrees latitude (g = 980.6199 gals.).
 KR0086
 KR0086.The modeled gravity was interpolated from observed gravity values.
 KR0086
 KR0086;                    North         East    Units  Estimated Accuracy
 KR0086;SPC NV W     - 4,517,570.      836,810.      MT  (+/- 180 meters Scaled)
 KR0086
 KR0086                          SUPERSEDED SURVEY CONTROL
 KR0086
 KR0086  NGVD 29 (??/??/92) 1235.339  (m)         4052.94   (f) ADJ UNCH    1 2
 KR0086
 KR0086.Superseded values are not recommended for survey control.
 KR0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0086.See file dsdata.txt to determine how the superseded data were derived.
 KR0086
 KR0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD004632(NAD 83)
 KR0086_MARKER: DB = BENCH MARK DISK
 KR0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0086_STAMPING: K 386 1955
 KR0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0086+STABILITY: SURFACE MOTION
 KR0086
 KR0086  HISTORY     - Date     Condition        Report By
 KR0086  HISTORY     - 1955     MONUMENTED       CGS
 KR0086  HISTORY     - 1972     GOOD             USGS
 KR0086
 KR0086                          STATION DESCRIPTION
 KR0086
 KR0086'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KR0086'14.8 MI NE FROM FRENCHMEN STATION.
 KR0086'5.8 MI. EAST ALONG US HWY 50 FROM THE SERVICE STATION AT FRENCHMEN
 KR0086'STATION, THENCE 8.9 MI. NORTH (TOWARDS DIXIE VALLEY) ALONG THE NEW
 KR0086'COUNTY GRADED ROAD, THENCE 0.1 MI. EAST (CROSS COUNTY) TO BENCH MARK.
 KR0086'BENCH MARK IS 45 FT. EAST AND LEVEL WITH THE OLD COUNTY ROAD.  SET ON
 KR0086'THE TOP OF A CONCRETE POST THAT PROJECTS 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0021 ***********************************************************************
 KR0021  DESIGNATION -  K 387
 KR0021  PID         -  KR0021
 KR0021  STATE/COUNTY-  NV/CHURCHILL
 KR0021  USGS QUAD   -  I X L CANYON (1980)
 KR0021
 KR0021                         *CURRENT SURVEY CONTROL
 KR0021  ___________________________________________________________________
 KR0021* NAD 83(1986)-  39 39 47.     (N)    118 12 01.     (W)     SCALED    
 KR0021* NAVD 88     -      1352.207  (meters)    4436.37   (feet)  ADJUSTED  
 KR0021  ___________________________________________________________________
 KR0021  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 KR0021  DYNAMIC HT  -        1351.027 (meters)    4432.49  (feet)  COMP
 KR0021  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 KR0021
 KR0021  VERT ORDER  -  FIRST     CLASS II
 KR0021
 KR0021.The horizontal coordinates were scaled from a topographic map and have
 KR0021.an estimated accuracy of +/- 6 seconds.
 KR0021
 KR0021.The orthometric height was determined by differential leveling
 KR0021.and adjusted by the National Geodetic Survey in June 1991..
 KR0021
 KR0021.The geoid height was determined by GEOID03.
 KR0021
 KR0021.The dynamic height is computed by dividing the NAVD 88
 KR0021.geopotential number by the normal gravity value computed on the
 KR0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0021.degrees latitude (g = 980.6199 gals.).
 KR0021
 KR0021.The modeled gravity was interpolated from observed gravity values.
 KR0021
 KR0021;                    North         East    Units  Estimated Accuracy
 KR0021;SPC NV W     - 4,545,280.      832,870.      MT  (+/- 180 meters Scaled)
 KR0021
 KR0021                          SUPERSEDED SURVEY CONTROL
 KR0021
 KR0021  NGVD 29 (??/??/92) 1351.220  (m)         4433.13   (f) ADJ UNCH    1 2
 KR0021
 KR0021.Superseded values are not recommended for survey control.
 KR0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0021.See file dsdata.txt to determine how the superseded data were derived.
 KR0021
 KR0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD970910(NAD 83)
 KR0021_MARKER: DB = BENCH MARK DISK
 KR0021_SETTING: 66 = SET IN ROCK OUTCROP
 KR0021_SP_SET: GRANITE OUTCROP
 KR0021_STAMPING: K 387 1955
 KR0021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0021+STABILITY: POSITION/ELEVATION WELL
 KR0021
 KR0021  HISTORY     - Date     Condition        Report By
 KR0021  HISTORY     - 1955     MONUMENTED       CGS
 KR0021
 KR0021                          STATION DESCRIPTION
 KR0021
 KR0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0021'36.3 MI N FROM FRENCHMAN STATION.
 KR0021'5.0 MILES EAST ALONG U. S. HIGHWAY 50 FROM FRENCHMAN STATION, THENCE
 KR0021'28.0 MILES NORTH ALONG A COUNTY GRADED ROAD LEADING TO DIXIE VALLEY,
 KR0021'THENCE 3.3 MILES SOUTHWEST ALONG A TRACK ROAD LEADING TO I X L CANYON,
 KR0021'0.2 MILE WEST OF A NORTHEAST-SOUTHWEST FENCE CROSSING THE CANYON AND
 KR0021'ROAD, ABOUT 50 YARDS NORTH OF AND ACROSS THE ROAD AND I X L CANYON
 KR0021'CREEK FROM A MASSIVE GRANITE OUTCROP, IN THE TOP OF A GRANITE BOULDER
 KR0021'PROJECTING 2.5 FEET, 44 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 KR0021'18.5 FEET NORTH OF A WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE
 KR0021'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0335 ***********************************************************************
 KR0335  DESIGNATION -  K 388
 KR0335  PID         -  KR0335
 KR0335  STATE/COUNTY-  NV/CHURCHILL
 KR0335  USGS QUAD   -  FALLON (1985)
 KR0335
 KR0335                         *CURRENT SURVEY CONTROL
 KR0335  ___________________________________________________________________
 KR0335* NAD 83(1986)-  39 23 57.     (N)    118 46 52.     (W)     SCALED    
 KR0335* NAVD 88     -      1204.585  (meters)    3952.04   (feet)  ADJUSTED  
 KR0335  ___________________________________________________________________
 KR0335  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 KR0335  DYNAMIC HT  -        1203.532 (meters)    3948.59  (feet)  COMP
 KR0335  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 KR0335
 KR0335  VERT ORDER  -  FIRST     CLASS II
 KR0335
 KR0335.The horizontal coordinates were scaled from a topographic map and have
 KR0335.an estimated accuracy of +/- 6 seconds.
 KR0335
 KR0335.The orthometric height was determined by differential leveling
 KR0335.and adjusted by the National Geodetic Survey in June 1991..
 KR0335
 KR0335.The geoid height was determined by GEOID03.
 KR0335
 KR0335.The dynamic height is computed by dividing the NAVD 88
 KR0335.geopotential number by the normal gravity value computed on the
 KR0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0335.degrees latitude (g = 980.6199 gals.).
 KR0335
 KR0335.The modeled gravity was interpolated from observed gravity values.
 KR0335
 KR0335;                    North         East    Units  Estimated Accuracy
 KR0335;SPC NV W     - 4,515,930.      782,970.      MT  (+/- 180 meters Scaled)
 KR0335
 KR0335                          SUPERSEDED SURVEY CONTROL
 KR0335
 KR0335  NGVD 29 (??/??/92) 1203.617  (m)         3948.87   (f) ADJ UNCH    1 2
 KR0335
 KR0335.Superseded values are not recommended for survey control.
 KR0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0335.See file dsdata.txt to determine how the superseded data were derived.
 KR0335
 KR0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD466625(NAD 83)
 KR0335_MARKER: DB = BENCH MARK DISK
 KR0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0335_SP_SET: BRIDGE
 KR0335_STAMPING: K 388 1955
 KR0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0335+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2001
 KR0335
 KR0335  HISTORY     - Date     Condition        Report By
 KR0335  HISTORY     - 1955     MONUMENTED       CGS
 KR0335  HISTORY     - 1967     GOOD             NGS
 KR0335  HISTORY     - 20011213 GOOD             NVGS
 KR0335
 KR0335                          STATION DESCRIPTION
 KR0335
 KR0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0335'5.45 MI S FROM FALLON.
 KR0335'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0335'FROM THE CITY HALL AT FALLON, THENCE 5.4 MILES SOUTH ALONG U.S.
 KR0335'HIGHWAY 95, IN SECTION 30, T 18 N, R 29 E, 20 1/2 FEET EAST OF THE
 KR0335'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE
 KR0335'EAST CONCRETE GUARD RAIL BASE ON HIGHWAY BRIDGE NUMBER B562, AND ABOUT
 KR0335'9 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 KR0335
 KR0335                          STATION RECOVERY (2001)
 KR0335
 KR0335'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0037 ***********************************************************************
 KR0037  DESIGNATION -  K 389
 KR0037  PID         -  KR0037
 KR0037  STATE/COUNTY-  NV/CHURCHILL
 KR0037  USGS QUAD   -  COX CANYON (1969)
 KR0037
 KR0037                         *CURRENT SURVEY CONTROL
 KR0037  ___________________________________________________________________
 KR0037* NAD 83(1986)-  39 38 39.     (N)    118 20 42.     (W)     SCALED    
 KR0037* NAVD 88     -      1204.417  (meters)    3951.49   (feet)  ADJUSTED  
 KR0037  ___________________________________________________________________
 KR0037  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 KR0037  DYNAMIC HT  -        1203.392 (meters)    3948.13  (feet)  COMP
 KR0037  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 KR0037
 KR0037  VERT ORDER  -  FIRST     CLASS II
 KR0037
 KR0037.The horizontal coordinates were scaled from a topographic map and have
 KR0037.an estimated accuracy of +/- 6 seconds.
 KR0037
 KR0037.The orthometric height was determined by differential leveling
 KR0037.and adjusted by the National Geodetic Survey in June 1991..
 KR0037
 KR0037.The geoid height was determined by GEOID03.
 KR0037
 KR0037.The dynamic height is computed by dividing the NAVD 88
 KR0037.geopotential number by the normal gravity value computed on the
 KR0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0037.degrees latitude (g = 980.6199 gals.).
 KR0037
 KR0037.The modeled gravity was interpolated from observed gravity values.
 KR0037
 KR0037;                    North         East    Units  Estimated Accuracy
 KR0037;SPC NV W     - 4,543,140.      820,460.      MT  (+/- 180 meters Scaled)
 KR0037
 KR0037                          SUPERSEDED SURVEY CONTROL
 KR0037
 KR0037  NGVD 29 (??/??/92) 1203.460  (m)         3948.35   (f) ADJ UNCH    1 2
 KR0037
 KR0037.Superseded values are not recommended for survey control.
 KR0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0037.See file dsdata.txt to determine how the superseded data were derived.
 KR0037
 KR0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD845891(NAD 83)
 KR0037_MARKER: DB = BENCH MARK DISK
 KR0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0037_STAMPING: K 389 1955
 KR0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0037+STABILITY: SURFACE MOTION
 KR0037
 KR0037  HISTORY     - Date     Condition        Report By
 KR0037  HISTORY     - 1955     MONUMENTED       CGS
 KR0037  HISTORY     - 1957     GOOD             NGS
 KR0037
 KR0037                          STATION DESCRIPTION
 KR0037
 KR0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0037'0.9 MI SW FROM DESERT WELL.
 KR0037'0.3 MILE SOUTH ALONG A TRACK ROAD FROM DESERT WELL, THENCE 0.6 MILE
 KR0037'SOUTHWEST ALONG A COUNTY GRADED ROAD, 64 FEET NORTHWEST OF THE CENTER
 KR0037'LINE OF THE ROAD, 18 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A
 KR0037'SMALL DIM DRY WASH, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL
 KR0037'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 KR0037'FOOT ABOVE THE GROUND.
 KR0037
 KR0037                          STATION RECOVERY (1957)
 KR0037
 KR0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KR0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0069 ***********************************************************************
 KQ0069  DESIGNATION -  K 390
 KQ0069  PID         -  KQ0069
 KQ0069  STATE/COUNTY-  NV/LANDER
 KQ0069  USGS QUAD   -  CAPE HORN (1989)
 KQ0069
 KQ0069                         *CURRENT SURVEY CONTROL
 KQ0069  ___________________________________________________________________
 KQ0069* NAD 83(1986)-  39 24 23.     (N)    116 47 23.     (W)     SCALED    
 KQ0069* NAVD 88     -      1809.508  (meters)    5936.69   (feet)  ADJUSTED  
 KQ0069  ___________________________________________________________________
 KQ0069  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 KQ0069  DYNAMIC HT  -        1807.680 (meters)    5930.70  (feet)  COMP
 KQ0069  MODELED GRAV-     979,552.7   (mgal)                       NAVD 88
 KQ0069
 KQ0069  VERT ORDER  -  FIRST     CLASS II
 KQ0069
 KQ0069.The horizontal coordinates were scaled from a topographic map and have
 KQ0069.an estimated accuracy of +/- 6 seconds.
 KQ0069
 KQ0069.The orthometric height was determined by differential leveling
 KQ0069.and adjusted by the National Geodetic Survey in June 1991..
 KQ0069
 KQ0069.The geoid height was determined by GEOID03.
 KQ0069
 KQ0069.The dynamic height is computed by dividing the NAVD 88
 KQ0069.geopotential number by the normal gravity value computed on the
 KQ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0069.degrees latitude (g = 980.6199 gals.).
 KQ0069
 KQ0069.The modeled gravity was interpolated from observed gravity values.
 KQ0069
 KQ0069;                    North         East    Units  Estimated Accuracy
 KQ0069;SPC NV C     - 6,516,720.      489,400.      MT  (+/- 180 meters Scaled)
 KQ0069
 KQ0069                          SUPERSEDED SURVEY CONTROL
 KQ0069
 KQ0069  NGVD 29 (??/??/92) 1808.256  (m)         5932.59   (f) ADJ UNCH    1 2
 KQ0069
 KQ0069.Superseded values are not recommended for survey control.
 KQ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0069.See file dsdata.txt to determine how the superseded data were derived.
 KQ0069
 KQ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND181618(NAD 83)
 KQ0069_MARKER: DB = BENCH MARK DISK
 KQ0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KQ0069_SP_SET: CULVERT
 KQ0069_STAMPING: K 390 1955
 KQ0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0069
 KQ0069  HISTORY     - Date     Condition        Report By
 KQ0069  HISTORY     - 1955     MONUMENTED       CGS
 KQ0069  HISTORY     - 1957     MARK NOT FOUND   USGS
 KQ0069
 KQ0069                          STATION DESCRIPTION
 KQ0069
 KQ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0069'20.2 MI SE FROM AUSTIN.
 KQ0069'20.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0069'AT AUSTIN, 0.4 MILE WEST OF TRIANGULATION STATION BILLY, AT A 24-INCH
 KQ0069'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF THE NORTHEAST END OF THE
 KQ0069'SOUTHEAST CONCRETE HEAD WALL, 20.7 FEET SOUTHEAST OF THE CENTER LINE
 KQ0069'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. NOTE-- ALL CULVERTS
 KQ0069'IN THIS AREA WERE TORN OUT BY CONSTRUCTION COMPANY IN WIDENING AND
 KQ0069'RESURFACING OF HIGHWAY 50.
 KQ0069
 KQ0069                          STATION RECOVERY (1957)
 KQ0069
 KQ0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KQ0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0130 ***********************************************************************
 MU0130  DESIGNATION -  K 391
 MU0130  PID         -  MU0130
 MU0130  STATE/COUNTY-  NV/ELKO
 MU0130  USGS QUAD   -  STAR VALLEY RIDGE SW (1973)
 MU0130
 MU0130                         *CURRENT SURVEY CONTROL
 MU0130  ___________________________________________________________________
 MU0130* NAD 83(1986)-  41 48 10.     (N)    116 53 27.     (W)     SCALED    
 MU0130* NAVD 88     -      1607.139  (meters)    5272.76   (feet)  ADJUSTED  
 MU0130  ___________________________________________________________________
 MU0130  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 MU0130  DYNAMIC HT  -        1605.980 (meters)    5268.95  (feet)  COMP
 MU0130  MODELED GRAV-     979,844.8   (mgal)                       NAVD 88
 MU0130
 MU0130  VERT ORDER  -  SECOND    CLASS 0
 MU0130
 MU0130.The horizontal coordinates were scaled from a topographic map and have
 MU0130.an estimated accuracy of +/- 6 seconds.
 MU0130
 MU0130.The orthometric height was determined by differential leveling
 MU0130.and adjusted by the National Geodetic Survey in June 1991..
 MU0130
 MU0130.The geoid height was determined by GEOID03.
 MU0130
 MU0130.The dynamic height is computed by dividing the NAVD 88
 MU0130.geopotential number by the normal gravity value computed on the
 MU0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0130.degrees latitude (g = 980.6199 gals.).
 MU0130
 MU0130.The modeled gravity was interpolated from observed gravity values.
 MU0130
 MU0130;                    North         East    Units  Estimated Accuracy
 MU0130;SPC NV E     - 8,783,620.       91,350.      MT  (+/- 180 meters Scaled)
 MU0130
 MU0130                          SUPERSEDED SURVEY CONTROL
 MU0130
 MU0130  NGVD 29 (??/??/92) 1606.032  (m)         5269.12   (f) ADJ UNCH    2 0
 MU0130
 MU0130.Superseded values are not recommended for survey control.
 MU0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0130.See file dsdata.txt to determine how the superseded data were derived.
 MU0130
 MU0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG090278(NAD 83)
 MU0130_MARKER: DB = BENCH MARK DISK
 MU0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0130_STAMPING: K 391 1963
 MU0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0130+STABILITY: SURFACE MOTION
 MU0130
 MU0130  HISTORY     - Date     Condition        Report By
 MU0130  HISTORY     - 1963     MONUMENTED       CGS
 MU0130
 MU0130                          STATION DESCRIPTION
 MU0130
 MU0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0130'38.7 MI NW FROM I L RANCH.
 MU0130'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0130'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 18.9 MILES NORTHWEST
 MU0130'ALONG A DIRT ROAD, THENCE 2.35 MILES NORTHWEST ALONG A DIRT ROAD, 28
 MU0130'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTHEAST OF A
 MU0130'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MU0130'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0154 ***********************************************************************
 MU0154  DESIGNATION -  K 392
 MU0154  PID         -  MU0154
 MU0154  STATE/COUNTY-  NV/ELKO
 MU0154  USGS QUAD   -  DESERT RANCH (1974)
 MU0154
 MU0154                         *CURRENT SURVEY CONTROL
 MU0154  ___________________________________________________________________
 MU0154* NAD 83(1986)-  41 41 24.     (N)    116 31 16.     (W)     SCALED    
 MU0154* NAVD 88     -      1549.464  (meters)    5083.53   (feet)  ADJUSTED  
 MU0154  ___________________________________________________________________
 MU0154  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 MU0154  DYNAMIC HT  -        1548.326 (meters)    5079.80  (feet)  COMP
 MU0154  MODELED GRAV-     979,833.6   (mgal)                       NAVD 88
 MU0154
 MU0154  VERT ORDER  -  SECOND    CLASS 0
 MU0154
 MU0154.The horizontal coordinates were scaled from a topographic map and have
 MU0154.an estimated accuracy of +/- 6 seconds.
 MU0154
 MU0154.The orthometric height was determined by differential leveling
 MU0154.and adjusted by the National Geodetic Survey in June 1991..
 MU0154
 MU0154.The geoid height was determined by GEOID03.
 MU0154
 MU0154.The dynamic height is computed by dividing the NAVD 88
 MU0154.geopotential number by the normal gravity value computed on the
 MU0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0154.degrees latitude (g = 980.6199 gals.).
 MU0154
 MU0154.The modeled gravity was interpolated from observed gravity values.
 MU0154
 MU0154;                    North         East    Units  Estimated Accuracy
 MU0154;SPC NV E     - 8,770,700.      121,940.      MT  (+/- 180 meters Scaled)
 MU0154
 MU0154                          SUPERSEDED SURVEY CONTROL
 MU0154
 MU0154  NGVD 29 (??/??/92) 1548.348  (m)         5079.87   (f) ADJ UNCH    2 0
 MU0154
 MU0154.Superseded values are not recommended for survey control.
 MU0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0154.See file dsdata.txt to determine how the superseded data were derived.
 MU0154
 MU0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG398154(NAD 83)
 MU0154_MARKER: DB = BENCH MARK DISK
 MU0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0154_STAMPING: K 392 1963
 MU0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0154+STABILITY: SURFACE MOTION
 MU0154
 MU0154  HISTORY     - Date     Condition        Report By
 MU0154  HISTORY     - 1963     MONUMENTED       CGS
 MU0154
 MU0154                          STATION DESCRIPTION
 MU0154
 MU0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0154'14.55 MI NW FROM I L RANCH.
 MU0154'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0154'THENCE 10.5 MILES NORTH ALONG A DIRT ROAD, 41 FEET SOUTHWEST OF THE
 MU0154'CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF A WITNESS POST, ABOUT 3
 MU0154'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MU0154'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0386 ***********************************************************************
 LQ0386  DESIGNATION -  K 394
 LQ0386  PID         -  LQ0386
 LQ0386  STATE/COUNTY-  NV/ELKO
 LQ0386  USGS QUAD   -  HARRISON PASS (1985)
 LQ0386
 LQ0386                         *CURRENT SURVEY CONTROL
 LQ0386  ___________________________________________________________________
 LQ0386* NAD 83(1986)-  40 19 24.     (N)    115 33 01.     (W)     SCALED    
 LQ0386* NAVD 88     -      2009.372  (meters)    6592.41   (feet)  ADJUSTED  
 LQ0386  ___________________________________________________________________
 LQ0386  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 LQ0386  DYNAMIC HT  -        2007.440 (meters)    6586.08  (feet)  COMP
 LQ0386  MODELED GRAV-     979,591.8   (mgal)                       NAVD 88
 LQ0386
 LQ0386  VERT ORDER  -  SECOND    CLASS 0
 LQ0386
 LQ0386.The horizontal coordinates were scaled from a topographic map and have
 LQ0386.an estimated accuracy of +/- 6 seconds.
 LQ0386
 LQ0386.The orthometric height was determined by differential leveling
 LQ0386.and adjusted by the National Geodetic Survey in June 1991..
 LQ0386
 LQ0386.The geoid height was determined by GEOID03.
 LQ0386
 LQ0386.The dynamic height is computed by dividing the NAVD 88
 LQ0386.geopotential number by the normal gravity value computed on the
 LQ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0386.degrees latitude (g = 980.6199 gals.).
 LQ0386
 LQ0386.The modeled gravity was interpolated from observed gravity values.
 LQ0386
 LQ0386;                    North         East    Units  Estimated Accuracy
 LQ0386;SPC NV E     - 8,618,510.      202,810.      MT  (+/- 180 meters Scaled)
 LQ0386
 LQ0386                          SUPERSEDED SURVEY CONTROL
 LQ0386
 LQ0386  NGVD 29 (??/??/92) 2008.157  (m)         6588.43   (f) ADJ UNCH    2 0
 LQ0386
 LQ0386.Superseded values are not recommended for survey control.
 LQ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0386.See file dsdata.txt to determine how the superseded data were derived.
 LQ0386
 LQ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE231646(NAD 83)
 LQ0386_MARKER: DB = BENCH MARK DISK
 LQ0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0386_SP_SET: FOUNDATION
 LQ0386_STAMPING: K 394 1963
 LQ0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0386
 LQ0386  HISTORY     - Date     Condition        Report By
 LQ0386  HISTORY     - 1963     MONUMENTED       CGS
 LQ0386
 LQ0386                          STATION DESCRIPTION
 LQ0386
 LQ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0386'11.15 MI SE FROM JIGGS.
 LQ0386'3.3 MILES SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0386'JIGGS, THENCE 7.85 MILES SOUTHEAST ALONG THE HARRISON PASS ROAD, IN
 LQ0386'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE FOUNDATION OF A
 LQ0386'CATTLE GUARD, 7 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AND
 LQ0386'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0325 ***********************************************************************
 LQ0325  DESIGNATION -  K 395
 LQ0325  PID         -  LQ0325
 LQ0325  STATE/COUNTY-  NV/ELKO
 LQ0325  USGS QUAD   -  WEST OF DELCER BUTTE (1984)
 LQ0325
 LQ0325                         *CURRENT SURVEY CONTROL
 LQ0325  ___________________________________________________________________
 LQ0325* NAD 83(1986)-  40 23 32.     (N)    115 12 54.     (W)     SCALED    
 LQ0325* NAVD 88     -      1843.121  (meters)    6046.97   (feet)  ADJUSTED  
 LQ0325  ___________________________________________________________________
 LQ0325  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 LQ0325  DYNAMIC HT  -        1841.396 (meters)    6041.31  (feet)  COMP
 LQ0325  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 LQ0325
 LQ0325  VERT ORDER  -  SECOND    CLASS 0
 LQ0325
 LQ0325.The horizontal coordinates were scaled from a topographic map and have
 LQ0325.an estimated accuracy of +/- 6 seconds.
 LQ0325
 LQ0325.The orthometric height was determined by differential leveling
 LQ0325.and adjusted by the National Geodetic Survey in June 1991..
 LQ0325
 LQ0325.The geoid height was determined by GEOID03.
 LQ0325
 LQ0325.The dynamic height is computed by dividing the NAVD 88
 LQ0325.geopotential number by the normal gravity value computed on the
 LQ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0325.degrees latitude (g = 980.6199 gals.).
 LQ0325
 LQ0325.The modeled gravity was interpolated from observed gravity values.
 LQ0325
 LQ0325;                    North         East    Units  Estimated Accuracy
 LQ0325;SPC NV E     - 8,626,230.      231,270.      MT  (+/- 180 meters Scaled)
 LQ0325
 LQ0325                          SUPERSEDED SURVEY CONTROL
 LQ0325
 LQ0325  NGVD 29 (??/??/92) 1841.929  (m)         6043.06   (f) ADJ UNCH    2 0
 LQ0325
 LQ0325.Superseded values are not recommended for survey control.
 LQ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0325.See file dsdata.txt to determine how the superseded data were derived.
 LQ0325
 LQ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE514728(NAD 83)
 LQ0325_MARKER: DB = BENCH MARK DISK
 LQ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0325_STAMPING: K 395 1963
 LQ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0325+STABILITY: SURFACE MOTION
 LQ0325
 LQ0325  HISTORY     - Date     Condition        Report By
 LQ0325  HISTORY     - 1963     MONUMENTED       CGS
 LQ0325
 LQ0325                          STATION DESCRIPTION
 LQ0325
 LQ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0325'24.65 MI SE FROM RUBY VALLEY.
 LQ0325'8.0 MILES SOUTH ALONG A ROAD FROM THE ROCK HOUSE RANCH AT RUBY VALLEY,
 LQ0325'THENCE 16.65 MILES EAST AND NORTHEAST ALONG A ROAD, 36 FEET NORTHWEST
 LQ0325'OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTHEAST OF A WITNESS POST,
 LQ0325'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LQ0325'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0234 ***********************************************************************
 LQ0234  DESIGNATION -  K 396
 LQ0234  PID         -  LQ0234
 LQ0234  STATE/COUNTY-  NV/ELKO
 LQ0234  USGS QUAD   -  PALOMINO WELL (1984)
 LQ0234
 LQ0234                         *CURRENT SURVEY CONTROL
 LQ0234  ___________________________________________________________________
 LQ0234* NAD 83(1986)-  40 23 01.     (N)    114 53 22.     (W)     SCALED    
 LQ0234* NAVD 88     -      1926.016  (meters)    6318.94   (feet)  ADJUSTED  
 LQ0234  ___________________________________________________________________
 LQ0234  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 LQ0234  DYNAMIC HT  -        1924.220 (meters)    6313.05  (feet)  COMP
 LQ0234  MODELED GRAV-     979,624.1   (mgal)                       NAVD 88
 LQ0234
 LQ0234  VERT ORDER  -  SECOND    CLASS 0
 LQ0234
 LQ0234.The horizontal coordinates were scaled from a topographic map and have
 LQ0234.an estimated accuracy of +/- 6 seconds.
 LQ0234
 LQ0234.The orthometric height was determined by differential leveling
 LQ0234.and adjusted by the National Geodetic Survey in June 1991..
 LQ0234
 LQ0234.The geoid height was determined by GEOID03.
 LQ0234
 LQ0234.The dynamic height is computed by dividing the NAVD 88
 LQ0234.geopotential number by the normal gravity value computed on the
 LQ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0234.degrees latitude (g = 980.6199 gals.).
 LQ0234
 LQ0234.The modeled gravity was interpolated from observed gravity values.
 LQ0234
 LQ0234;                    North         East    Units  Estimated Accuracy
 LQ0234;SPC NV E     - 8,625,440.      258,920.      MT  (+/- 180 meters Scaled)
 LQ0234
 LQ0234                          SUPERSEDED SURVEY CONTROL
 LQ0234
 LQ0234  NGVD 29 (??/??/92) 1924.836  (m)         6315.07   (f) ADJ UNCH    2 0
 LQ0234
 LQ0234.Superseded values are not recommended for survey control.
 LQ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0234.See file dsdata.txt to determine how the superseded data were derived.
 LQ0234
 LQ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE791724(NAD 83)
 LQ0234_MARKER: DB = BENCH MARK DISK
 LQ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0234_STAMPING: K 396 1963
 LQ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0234+STABILITY: SURFACE MOTION
 LQ0234
 LQ0234  HISTORY     - Date     Condition        Report By
 LQ0234  HISTORY     - 1963     MONUMENTED       CGS
 LQ0234
 LQ0234                          STATION DESCRIPTION
 LQ0234
 LQ0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0234'12.75 MI NW FROM CURRIE.
 LQ0234'4.95 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE RAILROAD CROSSING
 LQ0234'AT CURRIE, THENCE 7.8 MILES NORTHWEST ALONG A ROAD, ON THE OUTSIDE OF
 LQ0234'A CURVE, ON A SMALL KNOLL, 37 FEET NORTH OF THE CENTER LINE OF THE
 LQ0234'ROAD, 1.7 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 LQ0234'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 LQ0234'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0209 ***********************************************************************
 MV0209  DESIGNATION -  K 397
 MV0209  PID         -  MV0209
 MV0209  STATE/COUNTY-  NV/WASHOE
 MV0209  USGS QUAD   -  RYE CREEK (1966)
 MV0209
 MV0209                         *CURRENT SURVEY CONTROL
 MV0209  ___________________________________________________________________
 MV0209* NAD 83(1986)-  41 56 38.     (N)    119 36 14.     (W)     SCALED    
 MV0209* NAVD 88     -      1768.493  (meters)    5802.13   (feet)  ADJUSTED  
 MV0209  ___________________________________________________________________
 MV0209  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 MV0209  DYNAMIC HT  -        1767.166 (meters)    5797.78  (feet)  COMP
 MV0209  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 MV0209
 MV0209  VERT ORDER  -  SECOND    CLASS 0
 MV0209
 MV0209.The horizontal coordinates were scaled from a topographic map and have
 MV0209.an estimated accuracy of +/- 6 seconds.
 MV0209
 MV0209.The orthometric height was determined by differential leveling
 MV0209.and adjusted by the National Geodetic Survey in June 1991..
 MV0209
 MV0209.The geoid height was determined by GEOID03.
 MV0209
 MV0209.The dynamic height is computed by dividing the NAVD 88
 MV0209.geopotential number by the normal gravity value computed on the
 MV0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0209.degrees latitude (g = 980.6199 gals.).
 MV0209
 MV0209.The modeled gravity was interpolated from observed gravity values.
 MV0209
 MV0209;                    North         East    Units  Estimated Accuracy
 MV0209;SPC NV W     - 4,798,970.      715,380.      MT  (+/- 180 meters Scaled)
 MV0209
 MV0209                          SUPERSEDED SURVEY CONTROL
 MV0209
 MV0209  NGVD 29 (??/??/92) 1767.235  (m)         5798.00   (f) ADJ UNCH    2 0
 MV0209
 MV0209.Superseded values are not recommended for survey control.
 MV0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0209.See file dsdata.txt to determine how the superseded data were derived.
 MV0209
 MV0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG841468(NAD 83)
 MV0209_MARKER: DB = BENCH MARK DISK
 MV0209_SETTING: 66 = SET IN ROCK OUTCROP
 MV0209_SP_SET: OUTCROP
 MV0209_STAMPING: K 397 1965
 MV0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0209+STABILITY: POSITION/ELEVATION WELL
 MV0209
 MV0209  HISTORY     - Date     Condition        Report By
 MV0209  HISTORY     - 1965     MONUMENTED       CGS
 MV0209
 MV0209                          STATION DESCRIPTION
 MV0209
 MV0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0209'5.4 MI W FROM IXL RANCHP.
 MV0209'0.45 MILE SOUTH ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0209'THENCE 4.95 MILES WEST ALONG A ROAD, ABOUT 0.4 MILE WEST-SOUTHWEST OF
 MV0209'A DRY LAKE, ABOUT 75 YARDS EAST-NORTHEAST OF A CEDAR TREE WHICH IS ON
 MV0209'A KNOLL, IN THE TOP AND ON THE EAST SIDE OF AN OUTCROP, 160 FEET SOUTH
 MV0209'OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET ABOVE THE GROUND, AND 12
 MV0209'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0114 ***********************************************************************
 MV0114  DESIGNATION -  K 398
 MV0114  PID         -  MV0114
 MV0114  STATE/COUNTY-  NV/WASHOE
 MV0114  USGS QUAD   -  CATNIP CANYON (1966)
 MV0114
 MV0114                         *CURRENT SURVEY CONTROL
 MV0114  ___________________________________________________________________
 MV0114* NAD 83(1986)-  41 54 38.     (N)    119 28 23.     (W)     SCALED    
 MV0114* NAVD 88     -      1796.128  (meters)    5892.80   (feet)  ADJUSTED  
 MV0114  ___________________________________________________________________
 MV0114  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 MV0114  DYNAMIC HT  -        1794.776 (meters)    5888.36  (feet)  COMP
 MV0114  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 MV0114
 MV0114  VERT ORDER  -  SECOND    CLASS 0
 MV0114
 MV0114.The horizontal coordinates were scaled from a topographic map and have
 MV0114.an estimated accuracy of +/- 6 seconds.
 MV0114
 MV0114.The orthometric height was determined by differential leveling
 MV0114.and adjusted by the National Geodetic Survey in June 1991..
 MV0114
 MV0114.The geoid height was determined by GEOID03.
 MV0114
 MV0114.The dynamic height is computed by dividing the NAVD 88
 MV0114.geopotential number by the normal gravity value computed on the
 MV0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0114.degrees latitude (g = 980.6199 gals.).
 MV0114
 MV0114.The modeled gravity was interpolated from observed gravity values.
 MV0114
 MV0114;                    North         East    Units  Estimated Accuracy
 MV0114;SPC NV W     - 4,795,150.      726,190.      MT  (+/- 180 meters Scaled)
 MV0114
 MV0114                          SUPERSEDED SURVEY CONTROL
 MV0114
 MV0114  NGVD 29 (??/??/92) 1794.883  (m)         5888.71   (f) ADJ UNCH    2 0
 MV0114
 MV0114.Superseded values are not recommended for survey control.
 MV0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0114.See file dsdata.txt to determine how the superseded data were derived.
 MV0114
 MV0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG948428(NAD 83)
 MV0114_MARKER: DB = BENCH MARK DISK
 MV0114_SETTING: 80 = SET IN A BOULDER
 MV0114_SP_SET: BOULDER
 MV0114_STAMPING: K 398 1965
 MV0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0114+STABILITY: SURFACE MOTION
 MV0114
 MV0114  HISTORY     - Date     Condition        Report By
 MV0114  HISTORY     - 1965     MONUMENTED       CGS
 MV0114
 MV0114                          STATION DESCRIPTION
 MV0114
 MV0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0114'5.6 MI SE FROM IXL RANCH.
 MV0114'4.8 MILES SOUTHEAST ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0114'THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 34A, 0.1 MILE NORTHEAST OF
 MV0114'THE CROSSING OF A TELEPHONE LINE, AT AN OUTCROP, IN THE TOP OF A LARGE
 MV0114'BOULDER, 27 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 MV0114'10.0 FEET WEST NORTHWEST OF A STONE RETAINING WALL, AND ABOUT 7 FEET
 MV0114'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1315 ***********************************************************************
 GR1315  DESIGNATION -  K 399
 GR1315  PID         -  GR1315
 GR1315  STATE/COUNTY-  NV/CLARK
 GR1315  USGS QUAD   -  LAS VEGAS SE (1984)
 GR1315
 GR1315                         *CURRENT SURVEY CONTROL
 GR1315  ___________________________________________________________________
 GR1315* NAD 83(1986)-  36 06 49.     (N)    115 03 53.     (W)     SCALED    
 GR1315* NAVD 88     -       520.161  (meters)    1706.56   (feet)  ADJUSTED  
 GR1315  ___________________________________________________________________
 GR1315  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GR1315  DYNAMIC HT  -         519.635 (meters)    1704.84  (feet)  COMP
 GR1315  MODELED GRAV-     979,607.2   (mgal)                       NAVD 88
 GR1315
 GR1315  VERT ORDER  -  FIRST     CLASS II
 GR1315
 GR1315.The horizontal coordinates were scaled from a topographic map and have
 GR1315.an estimated accuracy of +/- 6 seconds.
 GR1315
 GR1315.The orthometric height was determined by differential leveling
 GR1315.and adjusted by the National Geodetic Survey in June 1991..
 GR1315
 GR1315.The geoid height was determined by GEOID03.
 GR1315
 GR1315.The dynamic height is computed by dividing the NAVD 88
 GR1315.geopotential number by the normal gravity value computed on the
 GR1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1315.degrees latitude (g = 980.6199 gals.).
 GR1315
 GR1315.The modeled gravity was interpolated from observed gravity values.
 GR1315
 GR1315;                    North         East    Units  Estimated Accuracy
 GR1315;SPC NV E     - 8,151,400.      246,690.      MT  (+/- 180 meters Scaled)
 GR1315
 GR1315                          SUPERSEDED SURVEY CONTROL
 GR1315
 GR1315.No superseded survey control is available for this station.
 GR1315
 GR1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV741982(NAD 83)
 GR1315_MARKER: DB = BENCH MARK DISK
 GR1315_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1315_SP_SET: STAINLESS STEEL ROD
 GR1315_STAMPING: K 399 1980
 GR1315_PROJECTION: FLUSH
 GR1315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1315_ROD/PIPE-DEPTH: 3.0  meters
 GR1315
 GR1315  HISTORY     - Date     Condition        Report By
 GR1315  HISTORY     - 1980     MONUMENTED       NGS
 GR1315
 GR1315                          STATION DESCRIPTION
 GR1315
 GR1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GR1315'9.6 KM SE FROM LAS VEGAS.
 GR1315'9.6 KILOMETERS (6.0 MILES) SOUTHEAST ALONG U. S. HIGHWAY 93 AND 95
 GR1315'(BOULDER HIGHWAY) FROM THE UNION PACIFIC RAILROAD STATION IN LAS
 GR1315'VEGAS, AT THE NORTHEAST CORNER OF THE JUNCTION OF U. S. 93 AND
 GR1315'NELLIS BOULEVARD, 4962 EAST FREMONT STREET, 14.8 METERS (50 FEET)
 GR1315'NORTHEAST OF THE NORTHEAST CURB OF THE NORTHBOUND LANE OF U. S. 93,
 GR1315'11.0 METERS (36.4 FEET) NORTHWEST OF THE NORTHWEST CURB OF THE
 GR1315'WESTBOUND LANES OF NELLIS BOULEVARD, 58.7 METERS (193 FEET)
 GR1315'SOUTHEAST OF POWER POLE 1222A, 11.0 METERS (36.6 FEET) NORTHEAST OF
 GR1315'A POWER POLE AND 3.0 METERS (9.1 FEET) NORTHEAST OF THE NORTHEAST
 GR1315'LEG SUPPORTING A PHILLIPS 66 SIGN.
 GR1315'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0197 ***********************************************************************
 MT0197  DESIGNATION -  K 4
 MT0197  PID         -  MT0197
 MT0197  STATE/COUNTY-  NV/ELKO
 MT0197  USGS QUAD   -  WELLS (1982)
 MT0197
 MT0197                         *CURRENT SURVEY CONTROL
 MT0197  ___________________________________________________________________
 MT0197* NAD 83(1986)-  41 06 19.     (N)    114 54 26.     (W)     SCALED    
 MT0197* NAVD 88     -      1778.327  (meters)    5834.39   (feet)  POSTED    
 MT0197  ___________________________________________________________________
 MT0197  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 MT0197  DYNAMIC HT  -        1776.840 (meters)    5829.52  (feet)  COMP
 MT0197  MODELED GRAV-     979,723.2   (mgal)                       NAVD 88
 MT0197
 MT0197  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MT0197
 MT0197.The horizontal coordinates were scaled from a topographic map and have
 MT0197.an estimated accuracy of +/- 6 seconds.
 MT0197
 MT0197.The orthometric height was determined by differential leveling
 MT0197.and adjusted by the National Geodetic Survey in 1992..
 MT0197.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MT0197.rate of 1.1 thru 2.0 mm/km.
 MT0197
 MT0197.The geoid height was determined by GEOID03.
 MT0197
 MT0197.The dynamic height is computed by dividing the NAVD 88
 MT0197.geopotential number by the normal gravity value computed on the
 MT0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0197.degrees latitude (g = 980.6199 gals.).
 MT0197
 MT0197.The modeled gravity was interpolated from observed gravity values.
 MT0197
 MT0197;                    North         East    Units  Estimated Accuracy
 MT0197;SPC NV E     - 8,705,560.      256,790.      MT  (+/- 180 meters Scaled)
 MT0197
 MT0197                          SUPERSEDED SURVEY CONTROL
 MT0197
 MT0197  NGVD 29 (??/??/92) 1777.155  (m)         5830.55   (f) ADJ UNCH    1 2
 MT0197
 MT0197.Superseded values are not recommended for survey control.
 MT0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0197.See file dsdata.txt to determine how the superseded data were derived.
 MT0197
 MT0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF757525(NAD 83)
 MT0197_MARKER: Z = SEE DESCRIPTION
 MT0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0197+STABILITY: SURFACE MOTION
 MT0197
 MT0197  HISTORY     - Date     Condition        Report By
 MT0197  HISTORY     - UNK      MONUMENTED       CGS
 MT0197  HISTORY     - 1953     GOOD             NGS
 MT0197
 MT0197                          STATION DESCRIPTION
 MT0197
 MT0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0197'3.5 MI SE FROM WELLS.
 MT0197'3.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0197'THE STATION AT WELLS, 2 1/2 FEET NORTH OF MILEPOLE 611, 139.5 FEET
 MT0197'SOUTH OF A FENCE, 55.1 FEET NORTH OF THE NORTH RAIL, 1.3 FEET SOUTH OF
 MT0197'A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND FLANKED BY THE
 MT0197'CHISELED LETTERS USBM IN THE TOP OF A SANDSTONE POST PROJECTING 0.6
 MT0197'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0453 ***********************************************************************
 MT0453  DESIGNATION -  K 40
 MT0453  PID         -  MT0453
 MT0453  STATE/COUNTY-  NV/ELKO
 MT0453  USGS QUAD   -  HOT SPRINGS CREEK (1980)
 MT0453
 MT0453                         *CURRENT SURVEY CONTROL
 MT0453  ___________________________________________________________________
 MT0453* NAD 83(1986)-  41 18 15.     (N)    115 22 22.     (W)     SCALED    
 MT0453* NAVD 88     -      2036.056  (meters)    6679.96   (feet)  ADJUSTED  
 MT0453  ___________________________________________________________________
 MT0453  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 MT0453  DYNAMIC HT  -        2034.337 (meters)    6674.32  (feet)  COMP
 MT0453  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 MT0453
 MT0453  VERT ORDER  -  SECOND    CLASS 0
 MT0453
 MT0453.The horizontal coordinates were scaled from a topographic map and have
 MT0453.an estimated accuracy of +/- 6 seconds.
 MT0453
 MT0453.The orthometric height was determined by differential leveling
 MT0453.and adjusted by the National Geodetic Survey in June 1991..
 MT0453
 MT0453.The geoid height was determined by GEOID03.
 MT0453
 MT0453.The dynamic height is computed by dividing the NAVD 88
 MT0453.geopotential number by the normal gravity value computed on the
 MT0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0453.degrees latitude (g = 980.6199 gals.).
 MT0453
 MT0453.The modeled gravity was interpolated from observed gravity values.
 MT0453
 MT0453;                    North         East    Units  Estimated Accuracy
 MT0453;SPC NV E     - 8,727,440.      217,630.      MT  (+/- 180 meters Scaled)
 MT0453
 MT0453                          SUPERSEDED SURVEY CONTROL
 MT0453
 MT0453  NGVD 29 (??/??/92) 2034.818  (m)         6675.90   (f) ADJ UNCH    2 0
 MT0453
 MT0453.Superseded values are not recommended for survey control.
 MT0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0453.See file dsdata.txt to determine how the superseded data were derived.
 MT0453
 MT0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF362738(NAD 83)
 MT0453_MARKER: DB = BENCH MARK DISK
 MT0453_SETTING: 80 = SET IN A BOULDER
 MT0453_STAMPING: K-40 1934
 MT0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0453+STABILITY: SURFACE MOTION
 MT0453
 MT0453  HISTORY     - Date     Condition        Report By
 MT0453  HISTORY     - 1934     MONUMENTED       CGS
 MT0453  HISTORY     - 1967     MARK NOT FOUND   USGS
 MT0453
 MT0453                          STATION DESCRIPTION
 MT0453
 MT0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0453'20.6 MI N FROM DEETH.
 MT0453'20.6 MILES NORTH OF SOUTHERN PACIFIC DEPOT AT DEETH IN TOP OF LARGE
 MT0453'SAND STONE BOULDER.  60 FEET NORTH, AND 12 FEET ABOVE DRY CREEK BED.
 MT0453'48 FEET SOUTHEAST OF THE CENTERLINE OF ROAD.
 MT0453
 MT0453                          STATION RECOVERY (1967)
 MT0453
 MT0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0438 ***********************************************************************
 GS0438  DESIGNATION -  K 405
 GS0438  PID         -  GS0438
 GS0438  STATE/COUNTY-  NV/NYE
 GS0438  USGS QUAD   -  SOUTH OF AMARGOSA VALLEY (1984)
 GS0438
 GS0438                         *CURRENT SURVEY CONTROL
 GS0438  ___________________________________________________________________
 GS0438* NAD 83(1986)-  36 36 09.     (N)    116 24 26.     (W)     SCALED    
 GS0438* NAVD 88     -       774.148  (meters)    2539.85   (feet)  ADJUSTED  
 GS0438  ___________________________________________________________________
 GS0438  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GS0438  DYNAMIC HT  -         773.361 (meters)    2537.27  (feet)  COMP
 GS0438  MODELED GRAV-     979,590.1   (mgal)                       NAVD 88
 GS0438
 GS0438  VERT ORDER  -  FIRST     CLASS II
 GS0438
 GS0438.The horizontal coordinates were scaled from a topographic map and have
 GS0438.an estimated accuracy of +/- 6 seconds.
 GS0438
 GS0438.The orthometric height was determined by differential leveling
 GS0438.and adjusted by the National Geodetic Survey in June 1991..
 GS0438
 GS0438.The geoid height was determined by GEOID03.
 GS0438
 GS0438.The dynamic height is computed by dividing the NAVD 88
 GS0438.geopotential number by the normal gravity value computed on the
 GS0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0438.degrees latitude (g = 980.6199 gals.).
 GS0438
 GS0438.The modeled gravity was interpolated from observed gravity values.
 GS0438
 GS0438;                    North         East    Units  Estimated Accuracy
 GS0438;SPC NV C     - 6,205,550.      523,210.      MT  (+/- 180 meters Scaled)
 GS0438
 GS0438                          SUPERSEDED SURVEY CONTROL
 GS0438
 GS0438  NGVD 29 (05/01/91)  773.345  (m)         2537.22   (f) ADJUSTED    1 2
 GS0438
 GS0438.Superseded values are not recommended for survey control.
 GS0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0438.See file dsdata.txt to determine how the superseded data were derived.
 GS0438
 GS0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA530509(NAD 83)
 GS0438_MARKER: I = METAL ROD
 GS0438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0438_SP_SET: STAINLESS STEEL ROD
 GS0438_STAMPING: K 405 1982
 GS0438_MARK LOGO: NGS   
 GS0438_PROJECTION: FLUSH
 GS0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0438_ROD/PIPE-DEPTH: 3.6  meters
 GS0438
 GS0438  HISTORY     - Date     Condition        Report By
 GS0438  HISTORY     - 1982     MONUMENTED       NGS
 GS0438
 GS0438                          STATION DESCRIPTION
 GS0438
 GS0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0438'4.8 KM(3.0 MI) SOUTH FROM LATHROP WELLS.
 GS0438'4.85 KM (3.05 MI) SOUTH ALONG STATE HIGHWAY 373 FROM THE JUNCTION OF
 GS0438'US HIGHWAY 95 AT LATHROP WELLS, 0.45 KM (0.3 MI) NORTH OF MILEPOST 13,
 GS0438'22.6 METERS (74 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 35.4 METERS
 GS0438'(116 FT) WEST OF A POWER LINE POLE WITH GUY WIRES, 56.9 METERS (186.5
 GS0438'FT) NORTH-NORTHEAST OF THE NORTH END OF THE EAST HEADWALL OF A 24-INCH
 GS0438'CORRUGATED METAL PIPE CULVERT.
 GS0438'THE MARK IS 0.65 METERS  S FROM A WITNESS POST.
 GS0438'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1378 ***********************************************************************
 GR1378  DESIGNATION -  K 406
 GR1378  PID         -  GR1378
 GR1378  STATE/COUNTY-  NV/CLARK
 GR1378  USGS QUAD   -  MOAPA EAST (1983)
 GR1378
 GR1378                         *CURRENT SURVEY CONTROL
 GR1378  ___________________________________________________________________
 GR1378* NAD 83(1986)-  36 39 58.     (N)    114 34 01.     (W)     SCALED    
 GR1378* NAVD 88     -       463.685  (meters)    1521.27   (feet)  ADJUSTED  
 GR1378  ___________________________________________________________________
 GR1378  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 GR1378  DYNAMIC HT  -         463.250 (meters)    1519.85  (feet)  COMP
 GR1378  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 GR1378  OBS GRAVITY -     979,682.2   (mgal)                       GRAV_OBS
 GR1378
 GR1378  VERT ORDER  -  FIRST     CLASS II
 GR1378
 GR1378.The horizontal coordinates were scaled from a topographic map and have
 GR1378.an estimated accuracy of +/- 6 seconds.
 GR1378
 GR1378.The orthometric height was determined by differential leveling
 GR1378.and adjusted by the National Geodetic Survey in June 1991..
 GR1378
 GR1378.The geoid height was determined by GEOID03.
 GR1378
 GR1378.The dynamic height is computed by dividing the NAVD 88
 GR1378.geopotential number by the normal gravity value computed on the
 GR1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1378.degrees latitude (g = 980.6199 gals.).
 GR1378
 GR1378.The modeled gravity was interpolated from observed gravity values.
 GR1378.The observed gravity was obtained from relative gravimeter ties
 GR1378.to the IGSN71 gravity network.
 GR1378
 GR1378;                    North         East    Units  Estimated Accuracy
 GR1378;SPC NV E     - 8,213,060.      290,860.      MT  (+/- 180 meters Scaled)
 GR1378
 GR1378                          SUPERSEDED SURVEY CONTROL
 GR1378
 GR1378.No superseded survey control is available for this station.
 GR1378
 GR1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA174605(NAD 83)
 GR1378_MARKER: I = METAL ROD
 GR1378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1378_SP_SET: STAINLESS STEEL ROD
 GR1378_STAMPING: K 406 1983
 GR1378_MARK LOGO: NGS   
 GR1378_PROJECTION: PROJECTING 6 CENTIMETERS
 GR1378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1378+STABILITY: POSITION/ELEVATION WELL
 GR1378_ROD/PIPE-DEPTH: 10.4 meters
 GR1378
 GR1378  HISTORY     - Date     Condition        Report By
 GR1378  HISTORY     - 1983     MONUMENTED       NGS
 GR1378
 GR1378                          STATION DESCRIPTION
 GR1378
 GR1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1378'0.3 KM (0.2 MI) NE FROM GLENDALE.
 GR1378'0.35 KM (0.2 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR1378'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 0.55 KM (0.35 MI)
 GR1378'NORTHEAST OF MILEPOST 91, AT THE SOUTHWEST END OF A BRACE IN THE 6
 GR1378'FOOT CHAIN LINK RIGHT OF WAY FENCE ON THE SOUTHEAST SIDE OF THE
 GR1378'GLENDALE TRAILER PARK, 30.0 METERS (98.5 FT) NORTHWEST OF THE SOUTH
 GR1378'BOUND CENTERLINE, 5.0 METERS (16.5 FT) NORTHEAST OF A UTILITY POLE
 GR1378'WITH A STREET LAMP ATTACHED, 0.5 METER (1.8 FT) SOUTHEAST OF THE RIGHT
 GR1378'OF WAY FENCE AND THE SOUTHWEST POLE OF THE BRACE.
 GR1378'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 GR1378'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1344 ***********************************************************************
 GR1344  DESIGNATION -  K 407
 GR1344  PID         -  GR1344
 GR1344  STATE/COUNTY-  NV/CLARK
 GR1344  USGS QUAD   -  INDIAN SPRINGS SE (1982)
 GR1344
 GR1344                         *CURRENT SURVEY CONTROL
 GR1344  ___________________________________________________________________
 GR1344* NAD 83(1986)-  36 33 11.     (N)    115 35 53.     (W)     SCALED    
 GR1344* NAVD 88     -       987.525  (meters)    3239.90   (feet)  ADJUSTED  
 GR1344  ___________________________________________________________________
 GR1344  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 GR1344  DYNAMIC HT  -         986.470 (meters)    3236.44  (feet)  COMP
 GR1344  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 GR1344
 GR1344  VERT ORDER  -  FIRST     CLASS II
 GR1344
 GR1344.The horizontal coordinates were scaled from a topographic map and have
 GR1344.an estimated accuracy of +/- 6 seconds.
 GR1344
 GR1344.The orthometric height was determined by differential leveling
 GR1344.and adjusted by the National Geodetic Survey in June 1991..
 GR1344
 GR1344.The geoid height was determined by GEOID03.
 GR1344
 GR1344.The dynamic height is computed by dividing the NAVD 88
 GR1344.geopotential number by the normal gravity value computed on the
 GR1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1344.degrees latitude (g = 980.6199 gals.).
 GR1344
 GR1344.The modeled gravity was interpolated from observed gravity values.
 GR1344
 GR1344;                    North         East    Units  Estimated Accuracy
 GR1344;SPC NV E     - 8,200,030.      198,680.      MT  (+/- 180 meters Scaled)
 GR1344
 GR1344                          SUPERSEDED SURVEY CONTROL
 GR1344
 GR1344  NGVD 29 (05/01/91)  986.720  (m)         3237.26   (f) ADJUSTED    1 2
 GR1344
 GR1344.Superseded values are not recommended for survey control.
 GR1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1344.See file dsdata.txt to determine how the superseded data were derived.
 GR1344
 GR1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA254462(NAD 83)
 GR1344_MARKER: I = METAL ROD
 GR1344_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1344_SP_SET: STAINLESS STEEL ROD
 GR1344_STAMPING: K 407 1983
 GR1344_MARK LOGO: NGS   
 GR1344_PROJECTION: FLUSH
 GR1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1344_ROD/PIPE-DEPTH: 4.8  meters
 GR1344
 GR1344  HISTORY     - Date     Condition        Report By
 GR1344  HISTORY     - 1983     MONUMENTED       NGS
 GR1344
 GR1344                          STATION DESCRIPTION
 GR1344
 GR1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1344'7.0 KM (4.4 MI) SE FROM INDIAN SPRINGS.
 GR1344'7.05 KM (4.4 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 GR1344'INDIAN SPRINGS, 5.6 KM (3.5 MI) NORTHWEST OF THE JUNCTION OF A PAVED
 GR1344'ROAD LEADING SOUTHWEST TO PRISON, 45.1 METERS (148 FT) NORTHWEST OF
 GR1344'MILEPOST 115, 40.8 METERS (134 FT) NORTHEAST OF THE NORTH BOUND
 GR1344'CENTERLINE, 39.3 METERS (129 FT) SOUTHEAST OF THE SOUTHEAST END OF THE
 GR1344'NORTHEAST HEADWALL FOR A 30-INCH CORRUGATED METAL PIPE CULVERT.
 GR1344'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 GR1344'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0453 ***********************************************************************
 GS0453  DESIGNATION -  K 408
 GS0453  PID         -  GS0453
 GS0453  STATE/COUNTY-  NV/NYE
 GS0453  USGS QUAD   -  POINT OF ROCKS (1984)
 GS0453
 GS0453                         *CURRENT SURVEY CONTROL
 GS0453  ___________________________________________________________________
 GS0453* NAD 83(1986)-  36 34 36.     (N)    116 04 11.     (W)     SCALED    
 GS0453* NAVD 88     -       905.757  (meters)    2971.64   (feet)  ADJUSTED  
 GS0453  ___________________________________________________________________
 GS0453  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 GS0453  DYNAMIC HT  -         904.820 (meters)    2968.56  (feet)  COMP
 GS0453  MODELED GRAV-     979,567.3   (mgal)                       NAVD 88
 GS0453
 GS0453  VERT ORDER  -  FIRST     CLASS II
 GS0453
 GS0453.The horizontal coordinates were scaled from a topographic map and have
 GS0453.an estimated accuracy of +/- 6 seconds.
 GS0453
 GS0453.The orthometric height was determined by differential leveling
 GS0453.and adjusted by the National Geodetic Survey in June 1991..
 GS0453
 GS0453.The geoid height was determined by GEOID03.
 GS0453
 GS0453.The dynamic height is computed by dividing the NAVD 88
 GS0453.geopotential number by the normal gravity value computed on the
 GS0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0453.degrees latitude (g = 980.6199 gals.).
 GS0453
 GS0453.The modeled gravity was interpolated from observed gravity values.
 GS0453
 GS0453;                    North         East    Units  Estimated Accuracy
 GS0453;SPC NV C     - 6,202,820.      553,420.      MT  (+/- 180 meters Scaled)
 GS0453
 GS0453                          SUPERSEDED SURVEY CONTROL
 GS0453
 GS0453  NGVD 29 (05/01/91)  904.944  (m)         2968.97   (f) ADJUSTED    1 2
 GS0453
 GS0453.Superseded values are not recommended for survey control.
 GS0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0453.See file dsdata.txt to determine how the superseded data were derived.
 GS0453
 GS0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA832483(NAD 83)
 GS0453_MARKER: DB = BENCH MARK DISK
 GS0453_SETTING: 66 = SET IN ROCK OUTCROP
 GS0453_SP_SET: ROCK OUTCROP
 GS0453_STAMPING: K 408 1983
 GS0453_MARK LOGO: NGS   
 GS0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0453+STABILITY: POSITION/ELEVATION WELL
 GS0453
 GS0453  HISTORY     - Date     Condition        Report By
 GS0453  HISTORY     - 1983     MONUMENTED       NGS
 GS0453
 GS0453                          STATION DESCRIPTION
 GS0453
 GS0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0453'31.9 KM (19.9 MI) SE FROM LATHROP WELLS.
 GS0453'31.9 KM (19.95 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0453'STATE HIGHWAY 373 IN LATHROP WELLS, IN TOP OF A 5 BY 5 FOOT FLAT TOP
 GS0453'LIMESTONE ROCK OUTCROP ON THE WEST SLOPE OF A LOW ROCKY RIDGE, 7.0 KM
 GS0453'(4.4 MI) WEST OF THE JUNCTION OF THE MERCURY HIGHWAY, 0.7 KM (0.45 MI)
 GS0453'SOUTHWEST OF MILEPOST 10, 45.1 METERS (148 FT) SOUTHEAST OF THE
 GS0453'HIGHWAY CENTERLINE, 4.9 METERS (16.5 FT) NORTHWEST OF THE RIGHT OF WAY
 GS0453'FENCE.
 GS0453'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 GS0453'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0501 ***********************************************************************
 GS0501  DESIGNATION -  K 409
 GS0501  PID         -  GS0501
 GS0501  STATE/COUNTY-  NV/NYE
 GS0501  USGS QUAD   -  BEATTY MTN (1987)
 GS0501
 GS0501                         *CURRENT SURVEY CONTROL
 GS0501  ___________________________________________________________________
 GS0501* NAD 83(1986)-  36 55 54.     (N)    116 43 55.     (W)     SCALED    
 GS0501* NAVD 88     -      1041.656  (meters)    3417.50   (feet)  ADJUSTED  
 GS0501  ___________________________________________________________________
 GS0501  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 GS0501  DYNAMIC HT  -        1040.559 (meters)    3413.90  (feet)  COMP
 GS0501  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 GS0501
 GS0501  VERT ORDER  -  FIRST     CLASS II
 GS0501
 GS0501.The horizontal coordinates were scaled from a topographic map and have
 GS0501.an estimated accuracy of +/- 6 seconds.
 GS0501
 GS0501.The orthometric height was determined by differential leveling
 GS0501.and adjusted by the National Geodetic Survey in June 1991..
 GS0501
 GS0501.The geoid height was determined by GEOID03.
 GS0501
 GS0501.The dynamic height is computed by dividing the NAVD 88
 GS0501.geopotential number by the normal gravity value computed on the
 GS0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0501.degrees latitude (g = 980.6199 gals.).
 GS0501
 GS0501.The modeled gravity was interpolated from observed gravity values.
 GS0501
 GS0501;                    North         East    Units  Estimated Accuracy
 GS0501;SPC NV C     - 6,242,050.      494,190.      MT  (+/- 180 meters Scaled)
 GS0501
 GS0501                          SUPERSEDED SURVEY CONTROL
 GS0501
 GS0501  NGVD 29 (05/01/91) 1040.734  (m)         3414.47   (f) ADJUSTED    1 2
 GS0501
 GS0501.Superseded values are not recommended for survey control.
 GS0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0501.See file dsdata.txt to determine how the superseded data were derived.
 GS0501
 GS0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA238873(NAD 83)
 GS0501_MARKER: I = METAL ROD
 GS0501_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0501_SP_SET: STAINLESS STEEL ROD
 GS0501_STAMPING: K 409 1983
 GS0501_MARK LOGO: NGS   
 GS0501_PROJECTION: FLUSH
 GS0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0501_ROD/PIPE-DEPTH: 6.1  meters
 GS0501
 GS0501  HISTORY     - Date     Condition        Report By
 GS0501  HISTORY     - 1983     MONUMENTED       NGS
 GS0501
 GS0501                          STATION DESCRIPTION
 GS0501
 GS0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0501'3.6 KM (2.3 MI) NORTH FROM BEATTY.
 GS0501'3.65 KM (2.3 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 GS0501'HIGHWAY 374 IN BEATTY, 1.1 KM (0.7 MI) SOUTH OF THE T-JUNCTION OF A
 GS0501'DIRT ROAD LEADING TO FRANS STAR RANCH, 55.6 METERS (182 FT) NORTH OF
 GS0501'MILEPOST 62, 44.8 METERS (147 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 GS0501'17.7 METERS (58 FT) SOUTHEAST OF A POWER POLE.
 GS0501'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 GS0501'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0393 ***********************************************************************
 MT0393  DESIGNATION -  K 41
 MT0393  PID         -  MT0393
 MT0393  STATE/COUNTY-  NV/ELKO
 MT0393  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0393
 MT0393                         *CURRENT SURVEY CONTROL
 MT0393  ___________________________________________________________________
 MT0393* NAD 83(1986)-  41 55 24.     (N)    115 25 16.     (W)     SCALED    
 MT0393* NAVD 88     -      1768.628  (meters)    5802.57   (feet)  ADJUSTED  
 MT0393  ___________________________________________________________________
 MT0393  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 MT0393  DYNAMIC HT  -        1767.244 (meters)    5798.03  (feet)  COMP
 MT0393  MODELED GRAV-     979,777.8   (mgal)                       NAVD 88
 MT0393
 MT0393  VERT ORDER  -  SECOND    CLASS 0
 MT0393
 MT0393.The horizontal coordinates were scaled from a topographic map and have
 MT0393.an estimated accuracy of +/- 6 seconds.
 MT0393
 MT0393.The orthometric height was determined by differential leveling
 MT0393.and adjusted by the National Geodetic Survey in June 1991..
 MT0393
 MT0393.The geoid height was determined by GEOID03.
 MT0393
 MT0393.The dynamic height is computed by dividing the NAVD 88
 MT0393.geopotential number by the normal gravity value computed on the
 MT0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0393.degrees latitude (g = 980.6199 gals.).
 MT0393
 MT0393.The modeled gravity was interpolated from observed gravity values.
 MT0393
 MT0393;                    North         East    Units  Estimated Accuracy
 MT0393;SPC NV E     - 8,796,200.      213,460.      MT  (+/- 180 meters Scaled)
 MT0393
 MT0393                          SUPERSEDED SURVEY CONTROL
 MT0393
 MT0393  NGVD 29 (??/??/92) 1767.401  (m)         5798.55   (f) ADJ UNCH    2 0
 MT0393
 MT0393.Superseded values are not recommended for survey control.
 MT0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0393.See file dsdata.txt to determine how the superseded data were derived.
 MT0393
 MT0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG309424(NAD 83)
 MT0393_MARKER: DB = BENCH MARK DISK
 MT0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0393_STAMPING: K-41 1934
 MT0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0393+STABILITY: SURFACE MOTION
 MT0393
 MT0393  HISTORY     - Date     Condition        Report By
 MT0393  HISTORY     - 1934     MONUMENTED       CGS
 MT0393
 MT0393                          STATION DESCRIPTION
 MT0393
 MT0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0393'3.8 MI N FROM JARBIDGE.
 MT0393'3.8 MILES NORTH OF JARBIDGE PUBLIC SCHOOL 60 FEET NORTH OF THE NORTH
 MT0393'BANK OF JARBIDGE RIVER.  33 FEET NORTH OF THE CENTERLINE OF
 MT0393'JARBIDGE-THREE CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0857 ***********************************************************************
 HQ0857  DESIGNATION -  K 410
 HQ0857  PID         -  HQ0857
 HQ0857  STATE/COUNTY-  NV/ESMERALDA
 HQ0857  USGS QUAD   -  KLONDIKE (1982)
 HQ0857
 HQ0857                         *CURRENT SURVEY CONTROL
 HQ0857  ___________________________________________________________________
 HQ0857* NAD 83(1986)-  37 59 39.     (N)    117 16 17.     (W)     SCALED    
 HQ0857* NAVD 88     -      1697.420  (meters)    5568.95   (feet)  ADJUSTED  
 HQ0857  ___________________________________________________________________
 HQ0857  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0857  DYNAMIC HT  -        1695.542 (meters)    5562.79  (feet)  COMP
 HQ0857  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 HQ0857
 HQ0857  VERT ORDER  -  FIRST     CLASS II
 HQ0857
 HQ0857.The horizontal coordinates were scaled from a topographic map and have
 HQ0857.an estimated accuracy of +/- 6 seconds.
 HQ0857
 HQ0857.The orthometric height was determined by differential leveling
 HQ0857.and adjusted by the National Geodetic Survey in June 1991..
 HQ0857
 HQ0857.The geoid height was determined by GEOID03.
 HQ0857
 HQ0857.The dynamic height is computed by dividing the NAVD 88
 HQ0857.geopotential number by the normal gravity value computed on the
 HQ0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0857.degrees latitude (g = 980.6199 gals.).
 HQ0857
 HQ0857.The modeled gravity was interpolated from observed gravity values.
 HQ0857
 HQ0857;                    North         East    Units  Estimated Accuracy
 HQ0857;SPC NV W     - 4,360,770.      915,230.      MT  (+/- 180 meters Scaled)
 HQ0857
 HQ0857                          SUPERSEDED SURVEY CONTROL
 HQ0857
 HQ0857  NGVD 29 (05/01/91) 1696.237  (m)         5565.07   (f) ADJUSTED    1 2
 HQ0857
 HQ0857.Superseded values are not recommended for survey control.
 HQ0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0857.See file dsdata.txt to determine how the superseded data were derived.
 HQ0857
 HQ0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC761052(NAD 83)
 HQ0857_MARKER: DB = BENCH MARK DISK
 HQ0857_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0857_SP_SET: ROCK OUTCROP
 HQ0857_STAMPING: K 410 1983
 HQ0857_MARK LOGO: NGS   
 HQ0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0857
 HQ0857  HISTORY     - Date     Condition        Report By
 HQ0857  HISTORY     - 1983     MONUMENTED       NGS
 HQ0857
 HQ0857                          STATION DESCRIPTION
 HQ0857
 HQ0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0857'9.3 KM (5.8 MI) SOUTH FROM TONOPAH.
 HQ0857'9.3 KM (5.8 MI) SOUTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 HQ0857'HIGHWAY 6 IN TONOPAH, IN TOP OF A CHALKY TYPE PORTION OF OUTCROP AT
 HQ0857'THE SOUTH END OF A HIGH WHITE CUT, 32.3 METERS (106 FT) NORTH OF THE
 HQ0857'SOUTH END OF THE CUT, 14.9 METERS (49 FT) EAST OF THE HIGHWAY
 HQ0857'CENTERLINE, 0.9 METER (3 FT) EAST OF A MACADAM CURB.
 HQ0857'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HQ0857'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0844 ***********************************************************************
 HQ0844  DESIGNATION -  K 411
 HQ0844  PID         -  HQ0844
 HQ0844  STATE/COUNTY-  NV/ESMERALDA
 HQ0844  USGS QUAD   -  MC MAHON RIDGE (1987)
 HQ0844
 HQ0844                         *CURRENT SURVEY CONTROL
 HQ0844  ___________________________________________________________________
 HQ0844* NAD 83(1986)-  37 45 34.     (N)    117 14 31.     (W)     SCALED    
 HQ0844* NAVD 88     -      1661.873  (meters)    5452.33   (feet)  ADJUSTED  
 HQ0844  ___________________________________________________________________
 HQ0844  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HQ0844  DYNAMIC HT  -        1660.023 (meters)    5446.26  (feet)  COMP
 HQ0844  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 HQ0844
 HQ0844  VERT ORDER  -  FIRST     CLASS II
 HQ0844
 HQ0844.The horizontal coordinates were scaled from a topographic map and have
 HQ0844.an estimated accuracy of +/- 6 seconds.
 HQ0844
 HQ0844.The orthometric height was determined by differential leveling
 HQ0844.and adjusted by the National Geodetic Survey in June 1991..
 HQ0844
 HQ0844.The geoid height was determined by GEOID03.
 HQ0844
 HQ0844.The dynamic height is computed by dividing the NAVD 88
 HQ0844.geopotential number by the normal gravity value computed on the
 HQ0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0844.degrees latitude (g = 980.6199 gals.).
 HQ0844
 HQ0844.The modeled gravity was interpolated from observed gravity values.
 HQ0844
 HQ0844;                    North         East    Units  Estimated Accuracy
 HQ0844;SPC NV W     - 4,334,750.      918,190.      MT  (+/- 180 meters Scaled)
 HQ0844
 HQ0844                          SUPERSEDED SURVEY CONTROL
 HQ0844
 HQ0844  NGVD 29 (05/01/91) 1660.735  (m)         5448.59   (f) ADJUSTED    1 2
 HQ0844
 HQ0844.Superseded values are not recommended for survey control.
 HQ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0844.See file dsdata.txt to determine how the superseded data were derived.
 HQ0844
 HQ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB786791(NAD 83)
 HQ0844_MARKER: DB = BENCH MARK DISK
 HQ0844_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0844_SP_SET: ROCK OUTCROP
 HQ0844_STAMPING: K 411 1983
 HQ0844_MARK LOGO: NGS   
 HQ0844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0844+STABILITY: POSITION/ELEVATION WELL
 HQ0844
 HQ0844  HISTORY     - Date     Condition        Report By
 HQ0844  HISTORY     - 1983     MONUMENTED       NGS
 HQ0844
 HQ0844                          STATION DESCRIPTION
 HQ0844
 HQ0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0844'6.3 KM (3.9 MI) NORTH FROM GOLDFIELD.
 HQ0844'6.3 KM (3.9 MI) NORTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0844'GOLDFIELD, IN TOP OF A PORTION OF OUTCROP, IN THE SOUTH END OF A CUT,
 HQ0844'18.2 METERS (60 FT) WEST OF THE HIGHWAY CENTERLINE.
 HQ0844'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HQ0844'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0806 ***********************************************************************
 HQ0806  DESIGNATION -  K 412
 HQ0806  PID         -  HQ0806
 HQ0806  STATE/COUNTY-  NV/NYE
 HQ0806  USGS QUAD   -  SCOTTYS JUNCTION (1968)
 HQ0806
 HQ0806                         *CURRENT SURVEY CONTROL
 HQ0806  ___________________________________________________________________
 HQ0806* NAD 83(1986)-  37 15 40.     (N)    117 00 56.     (W)     SCALED    
 HQ0806* NAVD 88     -      1211.861  (meters)    3975.91   (feet)  ADJUSTED  
 HQ0806  ___________________________________________________________________
 HQ0806  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 HQ0806  DYNAMIC HT  -        1210.546 (meters)    3971.60  (feet)  COMP
 HQ0806  MODELED GRAV-     979,504.0   (mgal)                       NAVD 88
 HQ0806
 HQ0806  VERT ORDER  -  FIRST     CLASS II
 HQ0806
 HQ0806.The horizontal coordinates were scaled from a topographic map and have
 HQ0806.an estimated accuracy of +/- 6 seconds.
 HQ0806
 HQ0806.The orthometric height was determined by differential leveling
 HQ0806.and adjusted by the National Geodetic Survey in June 1991..
 HQ0806
 HQ0806.The geoid height was determined by GEOID03.
 HQ0806
 HQ0806.The dynamic height is computed by dividing the NAVD 88
 HQ0806.geopotential number by the normal gravity value computed on the
 HQ0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0806.degrees latitude (g = 980.6199 gals.).
 HQ0806
 HQ0806.The modeled gravity was interpolated from observed gravity values.
 HQ0806
 HQ0806;                    North         East    Units  Estimated Accuracy
 HQ0806;SPC NV C     - 6,278,660.      469,050.      MT  (+/- 180 meters Scaled)
 HQ0806
 HQ0806                          SUPERSEDED SURVEY CONTROL
 HQ0806
 HQ0806  NGVD 29 (05/01/91) 1210.844  (m)         3972.58   (f) ADJUSTED    1 2
 HQ0806
 HQ0806.Superseded values are not recommended for survey control.
 HQ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0806.See file dsdata.txt to determine how the superseded data were derived.
 HQ0806
 HQ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB986238(NAD 83)
 HQ0806_MARKER: I = METAL ROD
 HQ0806_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HQ0806_SP_SET: STAINLESS STEEL ROD
 HQ0806_STAMPING: K 412 1983
 HQ0806_MARK LOGO: NGS   
 HQ0806_PROJECTION: FLUSH
 HQ0806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0806+STABILITY: POSITION/ELEVATION WELL
 HQ0806_ROD/PIPE-DEPTH: 7.3  meters
 HQ0806
 HQ0806  HISTORY     - Date     Condition        Report By
 HQ0806  HISTORY     - 1983     MONUMENTED       NGS
 HQ0806
 HQ0806                          STATION DESCRIPTION
 HQ0806
 HQ0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0806'51.5 KM (32.2 MI) NORTH FROM BEATTY.
 HQ0806'51.5 KM (32.2 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 HQ0806'HIGHWAY 374 IN BEATTY, 5.25 KM (3.3 MI) SOUTHEAST OF THE T-JUNCTION OF
 HQ0806'STATE HIGHWAY 267 AND SCOTTYS JUNCTION, 66.1 METERS (217 FT)
 HQ0806'SOUTH-SOUTHWEST OF MILEPOST 92, 60.0 METERS (197 FT) SOUTHWEST OF THE
 HQ0806'HIGHWAY CENTERLINE, 37.8 METERS (124 FT) WEST OF SAROBATUS AZ MK, 14.3
 HQ0806'METERS (47 FT) NORTHWEST OF A POWER POLE, 2.0 METERS (6.5 FT) EAST OF
 HQ0806'THE NORTHWEST POST OF A WOODEN FENCE BRACE IN THE RIGHT-OF-WAY FENCE,
 HQ0806'0.9 METER (3 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 HQ0806'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 HQ0806'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0342 ***********************************************************************
 MU0342  DESIGNATION -  K 413
 MU0342  PID         -  MU0342
 MU0342  STATE/COUNTY-  NV/ELKO
 MU0342  USGS QUAD   -  DEEP CREEK (1987)
 MU0342
 MU0342                         *CURRENT SURVEY CONTROL
 MU0342  ___________________________________________________________________
 MU0342* NAD 83(1986)-  41 33 16.     (N)    116 11 35.     (W)     SCALED    
 MU0342* NAVD 88     -      1703.828  (meters)    5589.98   (feet)  ADJUSTED  
 MU0342  ___________________________________________________________________
 MU0342  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 MU0342  DYNAMIC HT  -        1702.469 (meters)    5585.52  (feet)  COMP
 MU0342  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 MU0342
 MU0342  VERT ORDER  -  FIRST     CLASS II
 MU0342
 MU0342.The horizontal coordinates were scaled from a topographic map and have
 MU0342.an estimated accuracy of +/- 6 seconds.
 MU0342
 MU0342.The orthometric height was determined by differential leveling
 MU0342.and adjusted by the National Geodetic Survey in June 1991..
 MU0342
 MU0342.The geoid height was determined by GEOID03.
 MU0342
 MU0342.The dynamic height is computed by dividing the NAVD 88
 MU0342.geopotential number by the normal gravity value computed on the
 MU0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0342.degrees latitude (g = 980.6199 gals.).
 MU0342
 MU0342.The modeled gravity was interpolated from observed gravity values.
 MU0342
 MU0342;                    North         East    Units  Estimated Accuracy
 MU0342;SPC NV E     - 8,755,400.      149,140.      MT  (+/- 180 meters Scaled)
 MU0342
 MU0342                          SUPERSEDED SURVEY CONTROL
 MU0342
 MU0342.No superseded survey control is available for this station.
 MU0342
 MU0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG672006(NAD 83)
 MU0342_MARKER: I = METAL ROD
 MU0342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0342_SP_SET: STAINLESS STEEL ROD
 MU0342_STAMPING: K 413 1983
 MU0342_MARK LOGO: NGS   
 MU0342_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0342
 MU0342  HISTORY     - Date     Condition        Report By
 MU0342  HISTORY     - 1983     MONUMENTED       NGS
 MU0342  HISTORY     - 19840601 GOOD             NGS
 MU0342
 MU0342                          STATION DESCRIPTION
 MU0342
 MU0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0342'LOCATION--57.0 KM (35.6 MI) SOUTH OF OWYHEE. 0.7 KM (0.45 MI) SOUTH
 MU0342'ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE 56.3 KM
 MU0342'(35.2 MI) SOUTH ALONG STATE HIGHWAY 11, 12.2 M (40 FT) NORTH OF THE
 MU0342'HIGHWAY CENTERLINE, 30.5 M (100 FT) NORTHWEST OF THE NORTHWEST CORNER
 MU0342'OF AN OLD HOUSE, 4.6 M (15 FT) SOUTH OF AN EAST-WEST TELEPHONE LINE
 MU0342'AND 4.6 M (15 FT) WEST OF THE CENTER OF A TRACK ROAD LEADING NORTH.  A
 MU0342'STAINLESS STEEL ROD SET TO THE DEPTH OF 7.0 M ENCASED IN A PIPE
 MU0342'PROJECTING 4 CM. 0.3 M ABOVE THE HIGHWAY.  0.4 M EAST FROM A WITNESS
 MU0342'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0367 ***********************************************************************
 MU0367  DESIGNATION -  K 414
 MU0367  PID         -  MU0367
 MU0367  STATE/COUNTY-  NV/ELKO
 MU0367  USGS QUAD   -  WATER PIPE CANYON (1987)
 MU0367
 MU0367                         *CURRENT SURVEY CONTROL
 MU0367  ___________________________________________________________________
 MU0367* NAD 83(1986)-  41 15 30.     (N)    116 05 17.     (W)     SCALED    
 MU0367* NAVD 88     -      1845.818  (meters)    6055.82   (feet)  ADJUSTED  
 MU0367  ___________________________________________________________________
 MU0367  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 MU0367  DYNAMIC HT  -        1844.292 (meters)    6050.81  (feet)  COMP
 MU0367  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 MU0367
 MU0367  VERT ORDER  -  FIRST     CLASS II
 MU0367
 MU0367.The horizontal coordinates were scaled from a topographic map and have
 MU0367.an estimated accuracy of +/- 6 seconds.
 MU0367
 MU0367.The orthometric height was determined by differential leveling
 MU0367.and adjusted by the National Geodetic Survey in June 1991..
 MU0367
 MU0367.The geoid height was determined by GEOID03.
 MU0367
 MU0367.The dynamic height is computed by dividing the NAVD 88
 MU0367.geopotential number by the normal gravity value computed on the
 MU0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0367.degrees latitude (g = 980.6199 gals.).
 MU0367
 MU0367.The modeled gravity was interpolated from observed gravity values.
 MU0367
 MU0367;                    North         East    Units  Estimated Accuracy
 MU0367;SPC NV E     - 8,722,460.      157,710.      MT  (+/- 180 meters Scaled)
 MU0367
 MU0367                          SUPERSEDED SURVEY CONTROL
 MU0367
 MU0367.No superseded survey control is available for this station.
 MU0367
 MU0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF763678(NAD 83)
 MU0367_MARKER: DV = VERTICAL CONTROL DISK
 MU0367_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MU0367_SP_SET: WINGWALL
 MU0367_STAMPING: K 414 1983
 MU0367_MARK LOGO: NGS   
 MU0367_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0367+STABILITY: SURFACE MOTION
 MU0367
 MU0367  HISTORY     - Date     Condition        Report By
 MU0367  HISTORY     - 1983     MONUMENTED       NGS
 MU0367  HISTORY     - 19840601 GOOD             NGS
 MU0367
 MU0367                          STATION DESCRIPTION
 MU0367
 MU0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0367'LOCATION--14.3 KM (8.9 MI) SE OF TUSCARORA. 14.3 KM (8.9 MI) SOUTHEAST
 MU0367'ALONG ELKO ROAD FROM THE POST OFFICE IN TUSCARORA, 0.3 KM (0.2 MI)
 MU0367'SOUTHEAST OF MILEPOST 16, IN THE NORTHWEST END OF THE NORTHWEST
 MU0367'WINGWALL FOR AN OLD BRIDGE, 6.1 M (20 FT) NORTH OF THE HIGHWAY
 MU0367'CENTERLINE.  0.3 M BELOW THE HIGHWAY.  0.6 M NORTHWEST FROM A WITNESS
 MU0367'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0551 ***********************************************************************
 LQ0551  DESIGNATION -  K 415
 LQ0551  PID         -  LQ0551
 LQ0551  STATE/COUNTY-  NV/ELKO
 LQ0551  USGS QUAD   -  KITTRIDGE SPRINGS (1982)
 LQ0551
 LQ0551                         *CURRENT SURVEY CONTROL
 LQ0551  ___________________________________________________________________
 LQ0551* NAD 83(1986)-  40 59 16.     (N)    115 52 15.     (W)     SCALED    
 LQ0551* NAVD 88     -      1911.764  (meters)    6272.18   (feet)  ADJUSTED  
 LQ0551  ___________________________________________________________________
 LQ0551  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 LQ0551  DYNAMIC HT  -        1910.107 (meters)    6266.74  (feet)  COMP
 LQ0551  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 LQ0551
 LQ0551  VERT ORDER  -  FIRST     CLASS II
 LQ0551
 LQ0551.The horizontal coordinates were scaled from a topographic map and have
 LQ0551.an estimated accuracy of +/- 6 seconds.
 LQ0551
 LQ0551.The orthometric height was determined by differential leveling
 LQ0551.and adjusted by the National Geodetic Survey in June 1991..
 LQ0551
 LQ0551.The geoid height was determined by GEOID03.
 LQ0551
 LQ0551.The dynamic height is computed by dividing the NAVD 88
 LQ0551.geopotential number by the normal gravity value computed on the
 LQ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0551.degrees latitude (g = 980.6199 gals.).
 LQ0551
 LQ0551.The modeled gravity was interpolated from observed gravity values.
 LQ0551
 LQ0551;                    North         East    Units  Estimated Accuracy
 LQ0551;SPC NV E     - 8,692,330.      175,810.      MT  (+/- 180 meters Scaled)
 LQ0551
 LQ0551                          SUPERSEDED SURVEY CONTROL
 LQ0551
 LQ0551.No superseded survey control is available for this station.
 LQ0551
 LQ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF949380(NAD 83)
 LQ0551_MARKER: DV = VERTICAL CONTROL DISK
 LQ0551_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LQ0551_SP_SET: HEADWALL
 LQ0551_STAMPING: K 415 1983
 LQ0551_MARK LOGO: NGS   
 LQ0551_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0551+STABILITY: SURFACE MOTION
 LQ0551
 LQ0551  HISTORY     - Date     Condition        Report By
 LQ0551  HISTORY     - 1983     MONUMENTED       NGS
 LQ0551  HISTORY     - 19840601 GOOD             NGS
 LQ0551
 LQ0551                          STATION DESCRIPTION
 LQ0551
 LQ0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 LQ0551'LOCATION--33.3 KM (14.8 MI) NORTH OF ELKO. 33.3 KM (14.85 MI) NORTH
 LQ0551'ALONG STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80 AT ELKO, IN
 LQ0551'THE NORTH END OF A CONCRETE HEADWALL FOR AN 18-INCH CORRUGATED METAL
 LQ0551'PIPE CULVERT, 0.8 KM (0.5 MI) NORTH OF MILEPOST 42, 7.1 M (23.5 FT)
 LQ0551'EAST OF THE HIGHWAY CENTERLINE.  0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0509 ***********************************************************************
 GS0509  DESIGNATION -  K 416
 GS0509  PID         -  GS0509
 GS0509  STATE/COUNTY-  NV/NYE
 GS0509  USGS QUAD   -  GOLD CENTER (1988)
 GS0509
 GS0509                         *CURRENT SURVEY CONTROL
 GS0509  ___________________________________________________________________
 GS0509* NAD 83(1986)-  36 52 16.     (N)    116 49 47.     (W)     SCALED    
 GS0509* NAVD 88     -      1024.278  (meters)    3360.49   (feet)  ADJUSTED  
 GS0509  ___________________________________________________________________
 GS0509  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GS0509  DYNAMIC HT  -        1023.218 (meters)    3357.01  (feet)  COMP
 GS0509  MODELED GRAV-     979,561.5   (mgal)                       NAVD 88
 GS0509
 GS0509  VERT ORDER  -  FIRST     CLASS II
 GS0509
 GS0509.The horizontal coordinates were scaled from a topographic map and have
 GS0509.an estimated accuracy of +/- 6 seconds.
 GS0509
 GS0509.The orthometric height was determined by differential leveling
 GS0509.and adjusted by the National Geodetic Survey in June 1991..
 GS0509
 GS0509.The geoid height was determined by GEOID03.
 GS0509
 GS0509.The dynamic height is computed by dividing the NAVD 88
 GS0509.geopotential number by the normal gravity value computed on the
 GS0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0509.degrees latitude (g = 980.6199 gals.).
 GS0509
 GS0509.The modeled gravity was interpolated from observed gravity values.
 GS0509
 GS0509;                    North         East    Units  Estimated Accuracy
 GS0509;SPC NV C     - 6,235,340.      485,460.      MT  (+/- 180 meters Scaled)
 GS0509
 GS0509                          SUPERSEDED SURVEY CONTROL
 GS0509
 GS0509  NGVD 29 (05/01/91) 1023.367  (m)         3357.50   (f) ADJUSTED    1 2
 GS0509
 GS0509.Superseded values are not recommended for survey control.
 GS0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0509.See file dsdata.txt to determine how the superseded data were derived.
 GS0509
 GS0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA151805(NAD 83)
 GS0509_MARKER: I = METAL ROD
 GS0509_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GS0509+WITH SETTING: INFORMATION.
 GS0509_SP_SET: SHALLOW SET METAL ROD
 GS0509_STAMPING: K 416 1983
 GS0509_MARK LOGO: NGS   
 GS0509_PROJECTION: FLUSH
 GS0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0509_ROD/PIPE-DEPTH: 1.2  meters
 GS0509
 GS0509  HISTORY     - Date     Condition        Report By
 GS0509  HISTORY     - 1983     MONUMENTED       NGS
 GS0509
 GS0509                          STATION DESCRIPTION
 GS0509
 GS0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0509'7.9 KM (4.9 MI) SW FROM BEATTY.
 GS0509'7.9 KM (4.95 MI) SOUTHWEST ALONG STATE HIGHWAY 374 FROM ITS JUNCTION
 GS0509'WITH US HIGHWAY 95 IN BEATTY, IN THE SOUTH CORNER OF THE INTERSECTION
 GS0509'OF A DIRT ROAD, 1.45 KM (0.9 MI) SOUTHWEST OF THE T JUNCTION OF
 GS0509'RHYOLITE ROAD, 0.12 KM (0.08 MI) SOUTHWEST OF MILEPOST 4, 22.4 METERS
 GS0509'(73.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE AND 37.0 METERS
 GS0509'(121.5 FT) WEST OF THE CENTER OF THE DIRT ROAD.
 GS0509'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 GS0509'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0454 ***********************************************************************
 JQ0454  DESIGNATION -  K 417
 JQ0454  PID         -  JQ0454
 JQ0454  STATE/COUNTY-  NV/NYE
 JQ0454  USGS QUAD   -  STONE CABIN RANCH NE (1986)
 JQ0454
 JQ0454                         *CURRENT SURVEY CONTROL
 JQ0454  ___________________________________________________________________
 JQ0454* NAD 83(1986)-  38 08 42.     (N)    116 36 37.     (W)     SCALED    
 JQ0454* NAVD 88     -      1725.401  (meters)    5660.75   (feet)  ADJUSTED  
 JQ0454  ___________________________________________________________________
 JQ0454  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 JQ0454  DYNAMIC HT  -        1723.457 (meters)    5654.38  (feet)  COMP
 JQ0454  MODELED GRAV-     979,441.9   (mgal)                       NAVD 88
 JQ0454
 JQ0454  VERT ORDER  -  FIRST     CLASS II
 JQ0454
 JQ0454.The horizontal coordinates were scaled from a topographic map and have
 JQ0454.an estimated accuracy of +/- 6 seconds.
 JQ0454
 JQ0454.The orthometric height was determined by differential leveling
 JQ0454.and adjusted by the National Geodetic Survey in June 1991..
 JQ0454
 JQ0454.The geoid height was determined by GEOID03.
 JQ0454
 JQ0454.The dynamic height is computed by dividing the NAVD 88
 JQ0454.geopotential number by the normal gravity value computed on the
 JQ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0454.degrees latitude (g = 980.6199 gals.).
 JQ0454
 JQ0454.The modeled gravity was interpolated from observed gravity values.
 JQ0454
 JQ0454;                    North         East    Units  Estimated Accuracy
 JQ0454;SPC NV C     - 6,376,700.      504,940.      MT  (+/- 180 meters Scaled)
 JQ0454
 JQ0454                          SUPERSEDED SURVEY CONTROL
 JQ0454
 JQ0454.No superseded survey control is available for this station.
 JQ0454
 JQ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC341219(NAD 83)
 JQ0454_MARKER: I = METAL ROD
 JQ0454_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0454_SP_SET: STAINLESS STEEL ROD
 JQ0454_STAMPING: K 417 1984
 JQ0454_MARK LOGO: NGS   
 JQ0454_PROJECTION: FLUSH
 JQ0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0454+STABILITY: POSITION/ELEVATION WELL
 JQ0454_ROD/PIPE-DEPTH: 7.3  meters
 JQ0454
 JQ0454  HISTORY     - Date     Condition        Report By
 JQ0454  HISTORY     - 1984     MONUMENTED       NGS
 JQ0454
 JQ0454                          STATION DESCRIPTION
 JQ0454
 JQ0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0454'22.7 KM (14.2 MI) WEST FROM WARM SPRINGS.
 JQ0454'22.75 KM (14.2 MI) WEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0454'STATE HIGHWAY 375 AT WARM SPRINGS, 0.4 KM (0.25 MI) EAST OF MILEPOST
 JQ0454'37, 66.1 METERS (217 FT) SOUTH OF THE HIGHWAY CENTERLINE AND
 JQ0454'4.8 METERS (16 FT) WEST OF POWER POLE 1545486E.
 JQ0454'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 JQ0454'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0477 ***********************************************************************
 JQ0477  DESIGNATION -  K 418
 JQ0477  PID         -  JQ0477
 JQ0477  STATE/COUNTY-  NV/NYE
 JQ0477  USGS QUAD   -  PALISADE MESA (1980)
 JQ0477
 JQ0477                         *CURRENT SURVEY CONTROL
 JQ0477  ___________________________________________________________________
 JQ0477* NAD 83(1986)-  38 26 12.     (N)    116 10 30.     (W)     SCALED    
 JQ0477* NAVD 88     -      1773.835  (meters)    5819.66   (feet)  ADJUSTED  
 JQ0477  ___________________________________________________________________
 JQ0477  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 JQ0477  DYNAMIC HT  -        1771.890 (meters)    5813.28  (feet)  COMP
 JQ0477  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 JQ0477
 JQ0477  VERT ORDER  -  FIRST     CLASS II
 JQ0477
 JQ0477.The horizontal coordinates were scaled from a topographic map and have
 JQ0477.an estimated accuracy of +/- 6 seconds.
 JQ0477
 JQ0477.The orthometric height was determined by differential leveling
 JQ0477.and adjusted by the National Geodetic Survey in June 1991..
 JQ0477
 JQ0477.The geoid height was determined by GEOID03.
 JQ0477
 JQ0477.The dynamic height is computed by dividing the NAVD 88
 JQ0477.geopotential number by the normal gravity value computed on the
 JQ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0477.degrees latitude (g = 980.6199 gals.).
 JQ0477
 JQ0477.The modeled gravity was interpolated from observed gravity values.
 JQ0477
 JQ0477;                    North         East    Units  Estimated Accuracy
 JQ0477;SPC NV C     - 6,409,180.      542,920.      MT  (+/- 180 meters Scaled)
 JQ0477
 JQ0477                          SUPERSEDED SURVEY CONTROL
 JQ0477
 JQ0477.No superseded survey control is available for this station.
 JQ0477
 JQ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC720545(NAD 83)
 JQ0477_MARKER: I = METAL ROD
 JQ0477_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0477_SP_SET: STAINLESS STEEL ROD
 JQ0477_STAMPING: K 418 1984
 JQ0477_MARK LOGO: NGS   
 JQ0477_PROJECTION: FLUSH
 JQ0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0477_ROD/PIPE-DEPTH: 3.3  meters
 JQ0477
 JQ0477  HISTORY     - Date     Condition        Report By
 JQ0477  HISTORY     - 1984     MONUMENTED       NGS
 JQ0477
 JQ0477                          STATION DESCRIPTION
 JQ0477
 JQ0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0477'32.2 KM (20.1 MI) NE FROM WARM SPRINGS.
 JQ0477'32.25 KM (20.15 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION
 JQ0477'WITH STATE HIGHWAY 375 AT WARM SPRINGS, 1.45 KM (0.9 MI) SOUTHWEST OF
 JQ0477'A REST AREA, 0.25 KM (0.15 MI) NORTHEAST OF MILEPOST 71, 25.9 METERS
 JQ0477'(85 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE AND 50.9 METERS (167 FT)
 JQ0477'NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL FOR A 30-INCH
 JQ0477'CORRUGATED METAL PIPE CULVERT.
 JQ0477'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 JQ0477'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0299 ***********************************************************************
 JP0299  DESIGNATION -  K 419
 JP0299  PID         -  JP0299
 JP0299  STATE/COUNTY-  NV/NYE
 JP0299  USGS QUAD   -  CURRANT (1990)
 JP0299
 JP0299                         *CURRENT SURVEY CONTROL
 JP0299  ___________________________________________________________________
 JP0299* NAD 83(1986)-  38 43 43.     (N)    115 29 14.     (W)     SCALED    
 JP0299* NAVD 88     -      1552.727  (meters)    5094.24   (feet)  ADJUSTED  
 JP0299  ___________________________________________________________________
 JP0299  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 JP0299  DYNAMIC HT  -        1551.123 (meters)    5088.98  (feet)  COMP
 JP0299  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 JP0299
 JP0299  VERT ORDER  -  FIRST     CLASS II
 JP0299
 JP0299.The horizontal coordinates were scaled from a topographic map and have
 JP0299.an estimated accuracy of +/- 6 seconds.
 JP0299
 JP0299.The orthometric height was determined by differential leveling
 JP0299.and adjusted by the National Geodetic Survey in June 1991..
 JP0299
 JP0299.The geoid height was determined by GEOID03.
 JP0299
 JP0299.The dynamic height is computed by dividing the NAVD 88
 JP0299.geopotential number by the normal gravity value computed on the
 JP0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0299.degrees latitude (g = 980.6199 gals.).
 JP0299
 JP0299.The modeled gravity was interpolated from observed gravity values.
 JP0299
 JP0299;                    North         East    Units  Estimated Accuracy
 JP0299;SPC NV C     - 6,442,130.      602,550.      MT  (+/- 180 meters Scaled)
 JP0299
 JP0299                          SUPERSEDED SURVEY CONTROL
 JP0299
 JP0299.No superseded survey control is available for this station.
 JP0299
 JP0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC314877(NAD 83)
 JP0299_MARKER: I = METAL ROD
 JP0299_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JP0299+WITH SETTING: INFORMATION.
 JP0299_SP_SET: SHALLOW SET METAL ROD
 JP0299_STAMPING: K 419 1984
 JP0299_MARK LOGO: NGS   
 JP0299_PROJECTION: FLUSH
 JP0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0299_ROD/PIPE-DEPTH: 1.8  meters
 JP0299
 JP0299  HISTORY     - Date     Condition        Report By
 JP0299  HISTORY     - 1984     MONUMENTED       NGS
 JP0299
 JP0299                          STATION DESCRIPTION
 JP0299
 JP0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0299'2.1 KM (1.3 MI) SW FROM CURRANT.
 JP0299'2.15 KM (1.35 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0299'STATE HIGHWAY 379 AT CURRANT, 0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST
 JP0299'117, 59.0 METERS (193.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 JP0299'57.1 METERS (187.5 FT) SOUTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 JP0299'HEADWALL FOR A 24-INCH CORRUGATED METAL PIPE CULVERT AND 5.2 METERS
 JP0299'(17 FT) SOUTHWEST OF A TELEPHONE POLE.
 JP0299'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JP0299'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0057 ***********************************************************************
 KP0057  DESIGNATION -  K 42
 KP0057  PID         -  KP0057
 KP0057  STATE/COUNTY-  NV/WHITE PINE
 KP0057  USGS QUAD   -  CONNORS PASS (1993)
 KP0057
 KP0057                         *CURRENT SURVEY CONTROL
 KP0057  ___________________________________________________________________
 KP0057* NAD 83(1986)-  39 02 21.     (N)    114 42 43.     (W)     SCALED    
 KP0057* NAVD 88     -      2126.999  (meters)    6978.33   (feet)  ADJUSTED  
 KP0057  ___________________________________________________________________
 KP0057  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 KP0057  DYNAMIC HT  -        2124.597 (meters)    6970.45  (feet)  COMP
 KP0057  MODELED GRAV-     979,422.6   (mgal)                       NAVD 88
 KP0057
 KP0057  VERT ORDER  -  FIRST     CLASS II
 KP0057
 KP0057.The horizontal coordinates were scaled from a topographic map and have
 KP0057.an estimated accuracy of +/- 6 seconds.
 KP0057
 KP0057.The orthometric height was determined by differential leveling
 KP0057.and adjusted by the National Geodetic Survey in June 1991..
 KP0057
 KP0057.The geoid height was determined by GEOID03.
 KP0057
 KP0057.The dynamic height is computed by dividing the NAVD 88
 KP0057.geopotential number by the normal gravity value computed on the
 KP0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0057.degrees latitude (g = 980.6199 gals.).
 KP0057
 KP0057.The modeled gravity was interpolated from observed gravity values.
 KP0057
 KP0057;                    North         East    Units  Estimated Accuracy
 KP0057;SPC NV E     - 8,476,310.      275,440.      MT  (+/- 180 meters Scaled)
 KP0057
 KP0057                          SUPERSEDED SURVEY CONTROL
 KP0057
 KP0057  NGVD 29 (??/??/92) 2125.652  (m)         6973.91   (f) ADJ UNCH    1 2
 KP0057
 KP0057.Superseded values are not recommended for survey control.
 KP0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0057.See file dsdata.txt to determine how the superseded data were derived.
 KP0057
 KP0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD980236(NAD 83)
 KP0057_MARKER: DB = BENCH MARK DISK
 KP0057_SETTING: 0 = UNSPECIFIED SETTING
 KP0057_STAMPING: K 42 1934
 KP0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KP0057
 KP0057  HISTORY     - Date     Condition        Report By
 KP0057  HISTORY     - 1934     MONUMENTED       CGS
 KP0057  HISTORY     - 1957     MARK NOT FOUND   NGS
 KP0057
 KP0057                          STATION DESCRIPTION
 KP0057
 KP0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KP0057'19.0 MI SE FROM ELY.
 KP0057'19.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM THE COUNTY COURTHOUSE
 KP0057'AT ELY, AT THE BOTTOM OF CONNORS SUMMIT AND 42 FEET WEST OF THE
 KP0057'CENTERLINE OF THE HIGHWAY. NOTE-- THIS MARK IS LOCATED ALONG THE OLD
 KP0057'HIGHWAY.  AND NOT THE NEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0211 ***********************************************************************
 KP0211  DESIGNATION -  K 420
 KP0211  PID         -  KP0211
 KP0211  STATE/COUNTY-  NV/WHITE PINE
 KP0211  USGS QUAD   -  PRESTON RESERVOIR (1990)
 KP0211
 KP0211                         *CURRENT SURVEY CONTROL
 KP0211  ___________________________________________________________________
 KP0211* NAD 83(1986)-  39 00 05.     (N)    115 07 18.     (W)     SCALED    
 KP0211* NAVD 88     -      1842.374  (meters)    6044.52   (feet)  ADJUSTED  
 KP0211  ___________________________________________________________________
 KP0211  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 KP0211  DYNAMIC HT  -        1840.409 (meters)    6038.08  (feet)  COMP
 KP0211  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 KP0211
 KP0211  VERT ORDER  -  FIRST     CLASS II
 KP0211
 KP0211.The horizontal coordinates were scaled from a topographic map and have
 KP0211.an estimated accuracy of +/- 6 seconds.
 KP0211
 KP0211.The orthometric height was determined by differential leveling
 KP0211.and adjusted by the National Geodetic Survey in June 1991..
 KP0211
 KP0211.The geoid height was determined by GEOID03.
 KP0211
 KP0211.The dynamic height is computed by dividing the NAVD 88
 KP0211.geopotential number by the normal gravity value computed on the
 KP0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0211.degrees latitude (g = 980.6199 gals.).
 KP0211
 KP0211.The modeled gravity was interpolated from observed gravity values.
 KP0211
 KP0211;                    North         East    Units  Estimated Accuracy
 KP0211;SPC NV E     - 8,471,850.      239,990.      MT  (+/- 180 meters Scaled)
 KP0211
 KP0211                          SUPERSEDED SURVEY CONTROL
 KP0211
 KP0211.No superseded survey control is available for this station.
 KP0211
 KP0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD626186(NAD 83)
 KP0211_MARKER: I = METAL ROD
 KP0211_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KP0211+WITH SETTING: INFORMATION.
 KP0211_SP_SET: SHALLOW SET METAL ROD
 KP0211_STAMPING: K 420 1984
 KP0211_MARK LOGO: NGS   
 KP0211_PROJECTION: FLUSH
 KP0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0211_ROD/PIPE-DEPTH: 2.4  meters
 KP0211
 KP0211  HISTORY     - Date     Condition        Report By
 KP0211  HISTORY     - 1984     MONUMENTED       NGS
 KP0211
 KP0211                          STATION DESCRIPTION
 KP0211
 KP0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0211'38.5 KM (23.9 MI) SW FROM ELY.
 KP0211'38.5 KM (23.9 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 KP0211'US HIGHWAY 93 AT ELY, ALSO 46.2 KM (28.7 MI) NORTHEAST OF CURRANT,
 KP0211'0.5 KM (0.3 MI) NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 318, 0.4 KM
 KP0211'(0.25 MI) NORTHEAST OF MILEPOST 14, 59.4 KM (195.5 FT) SOUTHEAST OF
 KP0211'THE HIGHWAY CENTERLINE, 1.8 METERS (6 FT) NORTHEAST OF TELEPHONE POLE
 KP0211'455 AND 1.3 METERS (4.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 KP0211'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 KP0211'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0581 ***********************************************************************
 LQ0581  DESIGNATION -  K 421
 LQ0581  PID         -  LQ0581
 LQ0581  STATE/COUNTY-  NV/ELKO
 LQ0581  USGS QUAD   -  GRINDSTONE MTN (1985)
 LQ0581
 LQ0581                         *CURRENT SURVEY CONTROL
 LQ0581  ___________________________________________________________________
 LQ0581* NAD 83(1986)-  40 43 14.     (N)    115 58 25.     (W)     SCALED    
 LQ0581* NAVD 88     -      1519.855  (meters)    4986.39   (feet)  ADJUSTED  
 LQ0581  ___________________________________________________________________
 LQ0581  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 LQ0581  DYNAMIC HT  -        1518.609 (meters)    4982.30  (feet)  COMP
 LQ0581  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 LQ0581
 LQ0581  VERT ORDER  -  FIRST     CLASS II
 LQ0581
 LQ0581.The horizontal coordinates were scaled from a topographic map and have
 LQ0581.an estimated accuracy of +/- 6 seconds.
 LQ0581
 LQ0581.The orthometric height was determined by differential leveling
 LQ0581.and adjusted by the National Geodetic Survey in June 1991..
 LQ0581
 LQ0581.The geoid height was determined by GEOID03.
 LQ0581
 LQ0581.The dynamic height is computed by dividing the NAVD 88
 LQ0581.geopotential number by the normal gravity value computed on the
 LQ0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0581.degrees latitude (g = 980.6199 gals.).
 LQ0581
 LQ0581.The modeled gravity was interpolated from observed gravity values.
 LQ0581
 LQ0581;                    North         East    Units  Estimated Accuracy
 LQ0581;SPC NV E     - 8,662,690.      167,030.      MT  (+/- 180 meters Scaled)
 LQ0581
 LQ0581                          SUPERSEDED SURVEY CONTROL
 LQ0581
 LQ0581.No superseded survey control is available for this station.
 LQ0581
 LQ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF866082(NAD 83)
 LQ0581_MARKER: I = METAL ROD
 LQ0581_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LQ0581_SP_SET: STAINLESS STEEL ROD
 LQ0581_STAMPING: K 421 1984
 LQ0581_MARK LOGO: NGS   
 LQ0581_PROJECTION: FLUSH
 LQ0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0581_ROD/PIPE-DEPTH: 5.8  meters
 LQ0581
 LQ0581  HISTORY     - Date     Condition        Report By
 LQ0581  HISTORY     - 1984     MONUMENTED       NGS
 LQ0581
 LQ0581                          STATION DESCRIPTION
 LQ0581
 LQ0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LQ0581'14.8 KM (9.3 MI) NE FROM CARLIN.
 LQ0581'11.35 KM (7.1 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE HIGH
 LQ0581'SCHOOL AT CARLIN, THENCE 3.5 KM (2.2 MI) NORTHEAST ALONG INTERSTATE
 LQ0581'80, 0.45 KM (0.3 MI) NORTHEAST OF MILEPOST 288, 60.0 METERS (197 FT)
 LQ0581'NORTHWEST OF THE WEST BOUND HIGHWAY CENTERLINE, 46.2 METERS (151.5 FT)
 LQ0581'NORTH OF THE NORTHWEST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT,
 LQ0581'36.7 METERS (120.5 FT) NORTHEAST OF THE NORTHEAST END OF A 2-INCH
 LQ0581'STEEL PIPE BRACE AND 0.9 METER (3 FT) SOUTHEAST OF THE RIGHT OF WAY
 LQ0581'FENCE.
 LQ0581'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 LQ0581'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0577 ***********************************************************************
 LQ0577  DESIGNATION -  K 422
 LQ0577  PID         -  LQ0577
 LQ0577  STATE/COUNTY-  NV/ELKO
 LQ0577  USGS QUAD   -  OSINO (1982)
 LQ0577
 LQ0577                         *CURRENT SURVEY CONTROL
 LQ0577  ___________________________________________________________________
 LQ0577* NAD 83(1986)-  40 57 00.     (N)    115 37 38.     (W)     SCALED    
 LQ0577* NAVD 88     -      1587.180  (meters)    5207.27   (feet)  ADJUSTED  
 LQ0577  ___________________________________________________________________
 LQ0577  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 LQ0577  DYNAMIC HT  -        1585.891 (meters)    5203.04  (feet)  COMP
 LQ0577  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 LQ0577
 LQ0577  VERT ORDER  -  FIRST     CLASS II
 LQ0577
 LQ0577.The horizontal coordinates were scaled from a topographic map and have
 LQ0577.an estimated accuracy of +/- 6 seconds.
 LQ0577
 LQ0577.The orthometric height was determined by differential leveling
 LQ0577.and adjusted by the National Geodetic Survey in June 1991..
 LQ0577
 LQ0577.The geoid height was determined by GEOID03.
 LQ0577
 LQ0577.The dynamic height is computed by dividing the NAVD 88
 LQ0577.geopotential number by the normal gravity value computed on the
 LQ0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0577.degrees latitude (g = 980.6199 gals.).
 LQ0577
 LQ0577.The modeled gravity was interpolated from observed gravity values.
 LQ0577
 LQ0577;                    North         East    Units  Estimated Accuracy
 LQ0577;SPC NV E     - 8,688,090.      196,310.      MT  (+/- 180 meters Scaled)
 LQ0577
 LQ0577                          SUPERSEDED SURVEY CONTROL
 LQ0577
 LQ0577.No superseded survey control is available for this station.
 LQ0577
 LQ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF155341(NAD 83)
 LQ0577_MARKER: DB = BENCH MARK DISK
 LQ0577_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0577_SP_SET: ROCK OUTCROP
 LQ0577_STAMPING: K 422 1984
 LQ0577_MARK LOGO: NGS   
 LQ0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0577+STABILITY: POSITION/ELEVATION WELL
 LQ0577
 LQ0577  HISTORY     - Date     Condition        Report By
 LQ0577  HISTORY     - 1984     MONUMENTED       NGS
 LQ0577
 LQ0577                          STATION DESCRIPTION
 LQ0577
 LQ0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LQ0577'17.9 KM (11.2 MI) NE FROM ELKO.
 LQ0577'14.15 KM (8.85 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE
 LQ0577'COURTHOUSE AT ELKO, THENCE 3.75 KM (2.35 MI) NORTHEAST ALONG
 LQ0577'INTERSTATE 80, IN TOP OF A 3 BY 3 FOOT PORTION OF OUTCROP AT THE BASE
 LQ0577'OF A LONG TALL CUT, 0.16 KM (0.1 MI) EAST OF MILEPOST 313, 13.5 METERS
 LQ0577'(44.5 FT) NORTH OF THE WEST BOUND HIGHWAY CENTERLINE, 50.3 METERS
 LQ0577'(165.5 FT) WEST OF THE CENTER OF A TELEPHONE LINE CROSSING THE
 LQ0577'HIGHWAY, 0.3 METER (1 FT) EAST OF THE WEST EDGE OF THE OUTCROP AND
 LQ0577'0.3 METER (1 FT) ABOVE THE BASE OF THE CUT.
 LQ0577'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 LQ0577'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0694 ***********************************************************************
 MT0694  DESIGNATION -  K 423
 MT0694  PID         -  MT0694
 MT0694  STATE/COUNTY-  NV/ELKO
 MT0694  USGS QUAD   -  HOLBORN (1968)
 MT0694
 MT0694                         *CURRENT SURVEY CONTROL
 MT0694  ___________________________________________________________________
 MT0694* NAD 83(1986)-  41 09 53.     (N)    114 42 42.     (W)     SCALED    
 MT0694* NAVD 88     -      1840.931  (meters)    6039.79   (feet)  ADJUSTED  
 MT0694  ___________________________________________________________________
 MT0694  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 MT0694  DYNAMIC HT  -        1839.378 (meters)    6034.69  (feet)  COMP
 MT0694  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 MT0694
 MT0694  VERT ORDER  -  FIRST     CLASS II
 MT0694
 MT0694.The horizontal coordinates were scaled from a topographic map and have
 MT0694.an estimated accuracy of +/- 6 seconds.
 MT0694
 MT0694.The orthometric height was determined by differential leveling
 MT0694.and adjusted by the National Geodetic Survey in June 1991..
 MT0694
 MT0694.The geoid height was determined by GEOID03.
 MT0694
 MT0694.The dynamic height is computed by dividing the NAVD 88
 MT0694.geopotential number by the normal gravity value computed on the
 MT0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0694.degrees latitude (g = 980.6199 gals.).
 MT0694
 MT0694.The modeled gravity was interpolated from observed gravity values.
 MT0694
 MT0694;                    North         East    Units  Estimated Accuracy
 MT0694;SPC NV E     - 8,712,300.      273,150.      MT  (+/- 180 meters Scaled)
 MT0694
 MT0694                          SUPERSEDED SURVEY CONTROL
 MT0694
 MT0694.No superseded survey control is available for this station.
 MT0694
 MT0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF919595(NAD 83)
 MT0694_MARKER: I = METAL ROD
 MT0694_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MT0694+WITH SETTING: INFORMATION.
 MT0694_SP_SET: SHALLOW-SET METAL ROD
 MT0694_STAMPING: K 423 1984
 MT0694_MARK LOGO: NGS   
 MT0694_PROJECTION: FLUSH
 MT0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0694_ROD/PIPE-DEPTH: 2.1  meters
 MT0694
 MT0694  HISTORY     - Date     Condition        Report By
 MT0694  HISTORY     - 1984     MONUMENTED       NGS
 MT0694
 MT0694                          STATION DESCRIPTION
 MT0694
 MT0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MT0694'24.4 KM (15.3 MI) NE FROM WELLS.
 MT0694'13.45 KM (8.45 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE
 MT0694'OVER US HIGHWAY 93 AT WELLS, THENCE 0.15 KM (0.1 MI) NORTH ALONG MOOR
 MT0694'SUMMIT ROAD, THENCE 10.8 KM (6.75 MI) NORTHEAST ALONG MOOR-COBRE ROAD,
 MT0694'0.35 KM (0.2 MI) SOUTHWEST OF THE Y JUNCTION OF A DIRT ROAD LEADING
 MT0694'NORTH TO THE SOUTHERN PACIFIC RAILROAD, AT THE TOP OF A SLIGHT RISE IN
 MT0694'THE ROAD, 13.5 METERS (44.5 FT) NORTHWEST OF THE CENTER OF THE ROAD.
 MT0694'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 MT0694'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0382 ***********************************************************************
 MU0382  DESIGNATION -  K 424
 MU0382  PID         -  MU0382
 MU0382  STATE/COUNTY-  NV/HUMBOLDT
 MU0382  USGS QUAD   -  CHINA GARDEN (1983)
 MU0382
 MU0382                         *CURRENT SURVEY CONTROL
 MU0382  ___________________________________________________________________
 MU0382* NAD 83(1986)-  41 08 56.     (N)    117 41 14.     (W)     SCALED    
 MU0382* NAVD 88     -      1373.088  (meters)    4504.87   (feet)  ADJUSTED  
 MU0382  ___________________________________________________________________
 MU0382  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 MU0382  DYNAMIC HT  -        1372.076 (meters)    4501.55  (feet)  COMP
 MU0382  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 MU0382
 MU0382  VERT ORDER  -  FIRST     CLASS II
 MU0382
 MU0382.The horizontal coordinates were scaled from a topographic map and have
 MU0382.an estimated accuracy of +/- 6 seconds.
 MU0382
 MU0382.The orthometric height was determined by differential leveling
 MU0382.and adjusted by the National Geodetic Survey in June 1991..
 MU0382
 MU0382.The geoid height was determined by GEOID03.
 MU0382
 MU0382.The dynamic height is computed by dividing the NAVD 88
 MU0382.geopotential number by the normal gravity value computed on the
 MU0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0382.degrees latitude (g = 980.6199 gals.).
 MU0382
 MU0382.The modeled gravity was interpolated from observed gravity values.
 MU0382
 MU0382;                    North         East    Units  Estimated Accuracy
 MU0382;SPC NV W     - 4,710,570.      875,220.      MT  (+/- 180 meters Scaled)
 MU0382
 MU0382                          SUPERSEDED SURVEY CONTROL
 MU0382
 MU0382.No superseded survey control is available for this station.
 MU0382
 MU0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF423555(NAD 83)
 MU0382_MARKER: I = METAL ROD
 MU0382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0382_SP_SET: STAINLESS STEEL ROD
 MU0382_STAMPING: K 424 1984
 MU0382_MARK LOGO: NGS   
 MU0382_PROJECTION: FLUSH
 MU0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0382_ROD/PIPE-DEPTH: 9.7  meters
 MU0382
 MU0382  HISTORY     - Date     Condition        Report By
 MU0382  HISTORY     - 1984     MONUMENTED       NGS
 MU0382
 MU0382                          STATION DESCRIPTION
 MU0382
 MU0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0382'20.4 KM (12.7 MI) NORTH FROM WINNEMUCCA.
 MU0382'20.45 KM (12.71 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0382'WINNEMUCCA, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A DIRT ROAD
 MU0382'LEADING EAST TO A FARM HOUSE, APPROXIMATELY 84.0 METERS (275 FT)
 MU0382'NORTHWEST OF A WELL, 0.62 KM (0.38 MI) SOUTH OF MILEPOST 13,
 MU0382'30.2 METERS (99 FT) EAST OF THE HIGHWAY CENTERLINE, 14.9 METERS
 MU0382'(49 FT) SOUTH OF THE CENTER OF THE ROAD AND 0.8 METER (2.5 FT) WEST OF
 MU0382'THE RIGHT OF WAY FENCE.
 MU0382'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MU0382'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0406 ***********************************************************************
 MU0406  DESIGNATION -  K 425
 MU0406  PID         -  MU0406
 MU0406  STATE/COUNTY-  NV/HUMBOLDT
 MU0406  USGS QUAD   -  GALLAGHER FLAT (1982)
 MU0406
 MU0406                         *CURRENT SURVEY CONTROL
 MU0406  ___________________________________________________________________
 MU0406* NAD 83(1986)-  41 24 08.     (N)    117 52 39.     (W)     SCALED    
 MU0406* NAVD 88     -      1261.234  (meters)    4137.90   (feet)  ADJUSTED  
 MU0406  ___________________________________________________________________
 MU0406  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 MU0406  DYNAMIC HT  -        1260.342 (meters)    4134.97  (feet)  COMP
 MU0406  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 MU0406
 MU0406  VERT ORDER  -  FIRST     CLASS II
 MU0406
 MU0406.The horizontal coordinates were scaled from a topographic map and have
 MU0406.an estimated accuracy of +/- 6 seconds.
 MU0406
 MU0406.The orthometric height was determined by differential leveling
 MU0406.and adjusted by the National Geodetic Survey in June 1991..
 MU0406
 MU0406.The geoid height was determined by GEOID03.
 MU0406
 MU0406.The dynamic height is computed by dividing the NAVD 88
 MU0406.geopotential number by the normal gravity value computed on the
 MU0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0406.degrees latitude (g = 980.6199 gals.).
 MU0406
 MU0406.The modeled gravity was interpolated from observed gravity values.
 MU0406
 MU0406;                    North         East    Units  Estimated Accuracy
 MU0406;SPC NV W     - 4,738,550.      859,020.      MT  (+/- 180 meters Scaled)
 MU0406
 MU0406                          SUPERSEDED SURVEY CONTROL
 MU0406
 MU0406.No superseded survey control is available for this station.
 MU0406
 MU0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF266837(NAD 83)
 MU0406_MARKER: I = METAL ROD
 MU0406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0406_SP_SET: STAINLESS STEEL ROD
 MU0406_STAMPING: K 425 1984
 MU0406_MARK LOGO: NGS   
 MU0406_PROJECTION: FLUSH
 MU0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0406_ROD/PIPE-DEPTH: 12.2 meters
 MU0406
 MU0406  HISTORY     - Date     Condition        Report By
 MU0406  HISTORY     - 1984     MONUMENTED       NGS
 MU0406
 MU0406                          STATION DESCRIPTION
 MU0406
 MU0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0406'59.0 KM (36.6 MI) NORTH FROM WINNEMUCCA.
 MU0406'50.93 KM (31.65 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0406'WINNEMUCCA, THENCE 8.04 KM (5.0 MI) WEST ALONG STATE HIGHWAY 140,
 MU0406'0.98 KM (0.61 MI) EAST OF A HIGH TENSION POWER LINE CROSSING,
 MU0406'60.3 METERS (198 FT) NORTH OF THE HIGHWAY CENTERLINE, 63.7 METERS
 MU0406'(209 FT) NORTHEAST OF MILEPOST 5 AND 0.3 METER (1 FT) SOUTH OF THE
 MU0406'RIGHT OF WAY FENCE.
 MU0406'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 MU0406'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0725 ***********************************************************************
 LR0725  DESIGNATION -  K 426
 LR0725  PID         -  LR0725
 LR0725  STATE/COUNTY-  NV/HUMBOLDT
 LR0725  USGS QUAD   -  SNOW GULCH (1984)
 LR0725
 LR0725                         *CURRENT SURVEY CONTROL
 LR0725  ___________________________________________________________________
 LR0725* NAD 83(1986)-  40 44 08.     (N)    117 03 11.     (W)     SCALED    
 LR0725* NAVD 88     -      1376.823  (meters)    4517.13   (feet)  ADJUSTED  
 LR0725  ___________________________________________________________________
 LR0725  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 LR0725  DYNAMIC HT  -        1375.744 (meters)    4513.59  (feet)  COMP
 LR0725  MODELED GRAV-     979,793.4   (mgal)                       NAVD 88
 LR0725
 LR0725  VERT ORDER  -  FIRST     CLASS II
 LR0725
 LR0725.The horizontal coordinates were scaled from a topographic map and have
 LR0725.an estimated accuracy of +/- 6 seconds.
 LR0725
 LR0725.The orthometric height was determined by differential leveling
 LR0725.and adjusted by the National Geodetic Survey in June 1991..
 LR0725
 LR0725.The geoid height was determined by GEOID03.
 LR0725
 LR0725.The dynamic height is computed by dividing the NAVD 88
 LR0725.geopotential number by the normal gravity value computed on the
 LR0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0725.degrees latitude (g = 980.6199 gals.).
 LR0725
 LR0725.The modeled gravity was interpolated from observed gravity values.
 LR0725
 LR0725;                    North         East    Units  Estimated Accuracy
 LR0725;SPC NV W     - 4,665,410.      929,250.      MT  (+/- 180 meters Scaled)
 LR0725
 LR0725                          SUPERSEDED SURVEY CONTROL
 LR0725
 LR0725.No superseded survey control is available for this station.
 LR0725
 LR0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF955094(NAD 83)
 LR0725_MARKER: I = METAL ROD
 LR0725_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LR0725_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LR0725_STAMPING: K 426 1984
 LR0725_MARK LOGO: NGS   
 LR0725_PROJECTION: FLUSH
 LR0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0725+STABILITY: POSITION/ELEVATION WELL
 LR0725_ROD/PIPE-DEPTH: 12.8 meters
 LR0725_SLEEVE-DEPTH  : 9.1 meters
 LR0725
 LR0725  HISTORY     - Date     Condition        Report By
 LR0725  HISTORY     - 1984     MONUMENTED       NGS
 LR0725
 LR0725                          STATION DESCRIPTION
 LR0725
 LR0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0725'14.3 KM (8.9 MI) NW FROM BATTLE MOUNTAIN.
 LR0725'14.35 KM (8.95 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 LR0725'ITS STATION AT BATTLE MOUNTAIN, 0.15 KM (0.1 MI) NORTHWEST OF MILEPOLE
 LR0725'467, AT THE INTERSTATE 80 MOTE INTERCHANGE, 121.3 METERS (398 FT)
 LR0725'SOUTHWEST OF THE SOUTHWEST RAIL, 52.1 METERS (171 FT) SOUTHWEST OF THE
 LR0725'CENTER OF THE OLD HIGHWAY BED, 29.5 METERS (97 FT) SOUTHEAST OF THE
 LR0725'CENTER OF A ROAD LEADING NORTHEAST TO THE 25 RANCH, 25.6 METERS
 LR0725'(84 FT) NORTHEAST OF THE WEST BOUND INTERSTATE 80 OFF RAMP CENTERLINE,
 LR0725'3.9 METERS (13 FT) EAST OF A FENCE CORNER AND 2.4 METERS (8 FT)
 LR0725'NORTHEAST OF THE RIGHT OF WAY FENCE.
 LR0725'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 LR0725'THE MARK IS 0.3 M BELOW THE OFF RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0245 ***********************************************************************
 KP0245  DESIGNATION -  K 427
 KP0245  PID         -  KP0245
 KP0245  STATE/COUNTY-  NV/WHITE PINE
 KP0245  USGS QUAD   -  COMINS LAKE (1978)
 KP0245
 KP0245                         *CURRENT SURVEY CONTROL
 KP0245  ___________________________________________________________________
 KP0245* NAD 83(1986)-  39 08 37.     (N)    114 47 29.     (W)     SCALED    
 KP0245* NAVD 88     -      2005.148  (meters)    6578.56   (feet)  ADJUSTED  
 KP0245  ___________________________________________________________________
 KP0245  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 KP0245  DYNAMIC HT  -        2002.932 (meters)    6571.29  (feet)  COMP
 KP0245  MODELED GRAV-     979,451.2   (mgal)                       NAVD 88
 KP0245
 KP0245  VERT ORDER  -  FIRST     CLASS II
 KP0245
 KP0245.The horizontal coordinates were scaled from a topographic map and have
 KP0245.an estimated accuracy of +/- 6 seconds.
 KP0245
 KP0245.The orthometric height was determined by differential leveling
 KP0245.and adjusted by the National Geodetic Survey in June 1991..
 KP0245
 KP0245.The geoid height was determined by GEOID03.
 KP0245
 KP0245.The dynamic height is computed by dividing the NAVD 88
 KP0245.geopotential number by the normal gravity value computed on the
 KP0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0245.degrees latitude (g = 980.6199 gals.).
 KP0245
 KP0245.The modeled gravity was interpolated from observed gravity values.
 KP0245
 KP0245;                    North         East    Units  Estimated Accuracy
 KP0245;SPC NV E     - 8,487,840.      268,460.      MT  (+/- 180 meters Scaled)
 KP0245
 KP0245                          SUPERSEDED SURVEY CONTROL
 KP0245
 KP0245.No superseded survey control is available for this station.
 KP0245
 KP0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD908350(NAD 83)
 KP0245_MARKER: I = METAL ROD
 KP0245_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0245_SP_SET: STAINLESS STEEL ROD
 KP0245_STAMPING: K 427 1984
 KP0245_MARK LOGO: NGS   
 KP0245_PROJECTION: FLUSH
 KP0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0245_ROD/PIPE-DEPTH: 3.3  meters
 KP0245
 KP0245  HISTORY     - Date     Condition        Report By
 KP0245  HISTORY     - 1984     MONUMENTED       NGS
 KP0245
 KP0245                          STATION DESCRIPTION
 KP0245
 KP0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0245'13.4 KM (8.3 MI) SE FROM ELY.
 KP0245'13.4 KM (8.35 MI) SOUTHEAST ALONG US HIGHWAYS 6, 93 AND 50 FROM THE
 KP0245'JUNCTION OF US HIGHWAYS 6 AND 93 AT ELY, IN THE NORTHWEST CORNER OF
 KP0245'THE JUNCTION OF A TRACK ROAD LEADING WEST ALONG A FENCE DIVIDING
 KP0245'SECTIONS 21 AND 28, 0.5 KM (0.3 MI) SOUTHEAST OF MILEPOST 47,
 KP0245'50.3 METERS (165 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 3.5 METERS
 KP0245'(11.5 FT) NORTH OF THE CENTER OF THE ROAD, 0.9 METER (3 FT) NORTH OF A
 KP0245'FENCE CORNER AND 0.5 METER (1.5 FT) NORTHEAST OF THE RIGHT OF WAY
 KP0245'FENCE.
 KP0245'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 KP0245'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0271 ***********************************************************************
 KP0271  DESIGNATION -  K 428
 KP0271  PID         -  KP0271
 KP0271  STATE/COUNTY-  NV/WHITE PINE
 KP0271  USGS QUAD   -  HOGUM (1987)
 KP0271
 KP0271                         *CURRENT SURVEY CONTROL
 KP0271  ___________________________________________________________________
 KP0271* NAD 83(1986)-  39 03 50.     (N)    114 28 06.     (W)     SCALED    
 KP0271* NAVD 88     -      1744.964  (meters)    5724.94   (feet)  ADJUSTED  
 KP0271  ___________________________________________________________________
 KP0271  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 KP0271  DYNAMIC HT  -        1743.100 (meters)    5718.82  (feet)  COMP
 KP0271  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 KP0271
 KP0271  VERT ORDER  -  FIRST     CLASS II
 KP0271
 KP0271.The horizontal coordinates were scaled from a topographic map and have
 KP0271.an estimated accuracy of +/- 6 seconds.
 KP0271
 KP0271.The orthometric height was determined by differential leveling
 KP0271.and adjusted by the National Geodetic Survey in June 1991..
 KP0271
 KP0271.The geoid height was determined by GEOID03.
 KP0271
 KP0271.The dynamic height is computed by dividing the NAVD 88
 KP0271.geopotential number by the normal gravity value computed on the
 KP0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0271.degrees latitude (g = 980.6199 gals.).
 KP0271
 KP0271.The modeled gravity was interpolated from observed gravity values.
 KP0271
 KP0271;                    North         East    Units  Estimated Accuracy
 KP0271;SPC NV E     - 8,479,280.      296,490.      MT  (+/- 180 meters Scaled)
 KP0271
 KP0271                          SUPERSEDED SURVEY CONTROL
 KP0271
 KP0271.No superseded survey control is available for this station.
 KP0271
 KP0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD190269(NAD 83)
 KP0271_MARKER: I = METAL ROD
 KP0271_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0271_SP_SET: STAINLESS STEEL ROD
 KP0271_STAMPING: K 428 1984
 KP0271_MARK LOGO: NGS   
 KP0271_PROJECTION: FLUSH
 KP0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0271_ROD/PIPE-DEPTH: 8.5  meters
 KP0271
 KP0271  HISTORY     - Date     Condition        Report By
 KP0271  HISTORY     - 1984     MONUMENTED       NGS
 KP0271
 KP0271                          STATION DESCRIPTION
 KP0271
 KP0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0271'47.3 KM (29.5 MI) WEST FROM BAKER.
 KP0271'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0271'OFFICE AT BAKER, THENCE 38.6 KM (24.1 MI) WEST ALONG US HIGHWAYS 6 AND
 KP0271'50, 0.75 KM (0.45 MI) SOUTHWEST OF MILEPOST 72, 60.0 METERS (197 FT)
 KP0271'NORTHWEST OF THE HIGHWAY CENTERLINE, 2.0 METERS (6.5 FT) SOUTH OF THE
 KP0271'NORTHEAST END OF A TRIPLE POST RIGHT OF WAY FENCE BRACE AND 1.5 METERS
 KP0271'(5 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 KP0271'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 KP0271'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0298 ***********************************************************************
 KP0298  DESIGNATION -  K 429
 KP0298  PID         -  KP0298
 KP0298  STATE/COUNTY-  NV/WHITE PINE
 KP0298  USGS QUAD   -  LEHMAN CAVES (1986)
 KP0298
 KP0298                         *CURRENT SURVEY CONTROL
 KP0298  ___________________________________________________________________
 KP0298* NAD 83(1986)-  39 02 40.     (N)    114 09 03.     (W)     SCALED    
 KP0298* NAVD 88     -      1662.148  (meters)    5453.23   (feet)  ADJUSTED  
 KP0298  ___________________________________________________________________
 KP0298  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 KP0298  DYNAMIC HT  -        1660.431 (meters)    5447.60  (feet)  COMP
 KP0298  MODELED GRAV-     979,536.6   (mgal)                       NAVD 88
 KP0298
 KP0298  VERT ORDER  -  FIRST     CLASS II
 KP0298
 KP0298.The horizontal coordinates were scaled from a topographic map and have
 KP0298.an estimated accuracy of +/- 6 seconds.
 KP0298
 KP0298.The orthometric height was determined by differential leveling
 KP0298.and adjusted by the National Geodetic Survey in June 1991..
 KP0298
 KP0298.The geoid height was determined by GEOID03.
 KP0298
 KP0298.The dynamic height is computed by dividing the NAVD 88
 KP0298.geopotential number by the normal gravity value computed on the
 KP0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0298.degrees latitude (g = 980.6199 gals.).
 KP0298
 KP0298.The modeled gravity was interpolated from observed gravity values.
 KP0298
 KP0298;                    North         East    Units  Estimated Accuracy
 KP0298;SPC NV E     - 8,477,510.      324,010.      MT  (+/- 180 meters Scaled)
 KP0298
 KP0298                          SUPERSEDED SURVEY CONTROL
 KP0298
 KP0298.No superseded survey control is available for this station.
 KP0298
 KP0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD465255(NAD 83)
 KP0298_MARKER: I = METAL ROD
 KP0298_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KP0298+WITH SETTING: INFORMATION.
 KP0298_SP_SET: SHALLOW SET METAL ROD
 KP0298_STAMPING: K 429 1984
 KP0298_MARK LOGO: NGS   
 KP0298_PROJECTION: FLUSH
 KP0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0298_ROD/PIPE-DEPTH: 1.4  meters
 KP0298
 KP0298  HISTORY     - Date     Condition        Report By
 KP0298  HISTORY     - 1984     MONUMENTED       NGS
 KP0298
 KP0298                          STATION DESCRIPTION
 KP0298
 KP0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0298'4.5 KM (2.8 MI) NW FROM BAKER.
 KP0298'4.5 KM (2.8 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST OFFICE
 KP0298'AT BAKER, 0.25 KM (0.15 MI) SOUTHEAST OF MILEPOST 9, 57.3 METERS
 KP0298'(188 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 62.5 METERS (205 FT)
 KP0298'EAST-NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST ONE OF TWO
 KP0298'24-INCH CORRUGATED METAL PIPE CULVERTS AND 5.9 METERS (19.5 FT)
 KP0298'SOUTHWEST OF A POWER POLE.  NOTE-ROD SET TO 4.5 FEET IMBEDDED REFUSAL.
 KP0298'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 KP0298'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0145 ***********************************************************************
 KP0145  DESIGNATION -  K 43
 KP0145  PID         -  KP0145
 KP0145  STATE/COUNTY-  NV/WHITE PINE
 KP0145  USGS QUAD   -  SAMMYS SPRINGS (1990)
 KP0145
 KP0145                         *CURRENT SURVEY CONTROL
 KP0145  ___________________________________________________________________
 KP0145* NAD 83(1986)-  39 23 34.     (N)    115 15 45.     (W)     SCALED    
 KP0145* NAVD 88     -      1942.148  (meters)    6371.86   (feet)  ADJUSTED  
 KP0145  ___________________________________________________________________
 KP0145  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 KP0145  DYNAMIC HT  -        1940.100 (meters)    6365.14  (feet)  COMP
 KP0145  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 KP0145
 KP0145  VERT ORDER  -  FIRST     CLASS II
 KP0145
 KP0145.The horizontal coordinates were scaled from a topographic map and have
 KP0145.an estimated accuracy of +/- 6 seconds.
 KP0145
 KP0145.The orthometric height was determined by differential leveling
 KP0145.and adjusted by the National Geodetic Survey in June 1991..
 KP0145
 KP0145.The geoid height was determined by GEOID03.
 KP0145
 KP0145.The dynamic height is computed by dividing the NAVD 88
 KP0145.geopotential number by the normal gravity value computed on the
 KP0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0145.degrees latitude (g = 980.6199 gals.).
 KP0145
 KP0145.The modeled gravity was interpolated from observed gravity values.
 KP0145
 KP0145;                    North         East    Units  Estimated Accuracy
 KP0145;SPC NV E     - 8,515,250.      227,640.      MT  (+/- 180 meters Scaled)
 KP0145
 KP0145                          SUPERSEDED SURVEY CONTROL
 KP0145
 KP0145  NGVD 29 (??/??/92) 1940.867  (m)         6367.66   (f) ADJ UNCH    1 2
 KP0145
 KP0145.Superseded values are not recommended for survey control.
 KP0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0145.See file dsdata.txt to determine how the superseded data were derived.
 KP0145
 KP0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD496618(NAD 83)
 KP0145_MARKER: DB = BENCH MARK DISK
 KP0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0145_STAMPING: K 43 1934
 KP0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0145+STABILITY: SURFACE MOTION
 KP0145
 KP0145  HISTORY     - Date     Condition        Report By
 KP0145  HISTORY     - 1934     MONUMENTED       CGS
 KP0145  HISTORY     - 1955     GOOD             NGS
 KP0145  HISTORY     - 19870511 POOR             USPSQD
 KP0145
 KP0145                          STATION DESCRIPTION
 KP0145
 KP0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KP0145'25.1 MI W FROM LANE.
 KP0145'25.1 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE PUBLIC SCHOOL AT LANE,
 KP0145'20 FEET NORTHWEST OF A CONCRETE CULVERT, AND 48 FEET NORTH OF THE
 KP0145'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 43 1934 AND SET
 KP0145'IN THE TOP OF A CONCRETE POST.  NOTE-- THE POST HAS BEEN HIT AND IS
 KP0145'LEANING.
 KP0145
 KP0145                          STATION RECOVERY (1987)
 KP0145
 KP0145'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAB)
 KP0145'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0253 ***********************************************************************
 MV0253  DESIGNATION -  K 430
 MV0253  PID         -  MV0253
 MV0253  STATE/COUNTY-  NV/HUMBOLDT
 MV0253  USGS QUAD   -  QUINN RIVER CROSSING (1990)
 MV0253
 MV0253                         *CURRENT SURVEY CONTROL
 MV0253  ___________________________________________________________________
 MV0253* NAD 83(1986)-  41 35 16.     (N)    118 25 34.     (W)     SCALED    
 MV0253* NAVD 88     -      1253.967  (meters)    4114.06   (feet)  ADJUSTED  
 MV0253  ___________________________________________________________________
 MV0253  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 MV0253  DYNAMIC HT  -        1253.123 (meters)    4111.29  (feet)  COMP
 MV0253  MODELED GRAV-     979,906.3   (mgal)                       NAVD 88
 MV0253
 MV0253  VERT ORDER  -  FIRST     CLASS II
 MV0253
 MV0253.The horizontal coordinates were scaled from a topographic map and have
 MV0253.an estimated accuracy of +/- 6 seconds.
 MV0253
 MV0253.The orthometric height was determined by differential leveling
 MV0253.and adjusted by the National Geodetic Survey in June 1991..
 MV0253
 MV0253.The geoid height was determined by GEOID03.
 MV0253
 MV0253.The dynamic height is computed by dividing the NAVD 88
 MV0253.geopotential number by the normal gravity value computed on the
 MV0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0253.degrees latitude (g = 980.6199 gals.).
 MV0253
 MV0253.The modeled gravity was interpolated from observed gravity values.
 MV0253
 MV0253;                    North         East    Units  Estimated Accuracy
 MV0253;SPC NV W     - 4,758,930.      813,110.      MT  (+/- 180 meters Scaled)
 MV0253
 MV0253                          SUPERSEDED SURVEY CONTROL
 MV0253
 MV0253.No superseded survey control is available for this station.
 MV0253
 MV0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG811049(NAD 83)
 MV0253_MARKER: I = METAL ROD
 MV0253_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0253_SP_SET: STAINLESS STEEL ROD
 MV0253_STAMPING: K 430 1984
 MV0253_MARK LOGO: NGS   
 MV0253_PROJECTION: FLUSH
 MV0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0253_ROD/PIPE-DEPTH: 12.2 meters
 MV0253
 MV0253  HISTORY     - Date     Condition        Report By
 MV0253  HISTORY     - 1984     MONUMENTED       NGS
 MV0253
 MV0253                          STATION DESCRIPTION
 MV0253
 MV0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0253'49.8 KM (30.9 MI) SE FROM DENIO.
 MV0253'49.80 KM (30.95 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0253'OFFICE AT DENIO, AT THE TOP OF A LOW CUT, 0.44 KM (0.27 MI) SOUTHEAST
 MV0253'OF THE INTERSECTION OF THE OLD WINNEMUCCA-DENIO ROAD, 21.3 METERS
 MV0253'(70 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 17.0 METERS (56 FT)
 MV0253'SOUTHWEST OF MILEPOST 38 AND 50.1 METERS (167 FT) SOUTHEAST OF THE
 MV0253'NORTHWEST END OF THE CUT.
 MV0253'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 MV0253'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0277 ***********************************************************************
 MV0277  DESIGNATION -  K 431
 MV0277  PID         -  MV0277
 MV0277  STATE/COUNTY-  NV/HUMBOLDT
 MV0277  USGS QUAD   -  WILDER CREEK RANCH (1990)
 MV0277
 MV0277                         *CURRENT SURVEY CONTROL
 MV0277  ___________________________________________________________________
 MV0277* NAD 83(1986)-  41 53 49.     (N)    118 36 38.     (W)     SCALED    
 MV0277* NAVD 88     -      1368.408  (meters)    4489.52   (feet)  ADJUSTED  
 MV0277  ___________________________________________________________________
 MV0277  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 MV0277  DYNAMIC HT  -        1367.495 (meters)    4486.52  (feet)  COMP
 MV0277  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 MV0277
 MV0277  VERT ORDER  -  FIRST     CLASS II
 MV0277
 MV0277.The horizontal coordinates were scaled from a topographic map and have
 MV0277.an estimated accuracy of +/- 6 seconds.
 MV0277
 MV0277.The orthometric height was determined by differential leveling
 MV0277.and adjusted by the National Geodetic Survey in June 1991..
 MV0277
 MV0277.The geoid height was determined by GEOID03.
 MV0277
 MV0277.The dynamic height is computed by dividing the NAVD 88
 MV0277.geopotential number by the normal gravity value computed on the
 MV0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0277.degrees latitude (g = 980.6199 gals.).
 MV0277
 MV0277.The modeled gravity was interpolated from observed gravity values.
 MV0277
 MV0277;                    North         East    Units  Estimated Accuracy
 MV0277;SPC NV W     - 4,793,250.      797,740.      MT  (+/- 180 meters Scaled)
 MV0277
 MV0277                          SUPERSEDED SURVEY CONTROL
 MV0277
 MV0277.No superseded survey control is available for this station.
 MV0277
 MV0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG664395(NAD 83)
 MV0277_MARKER: I = METAL ROD
 MV0277_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0277_SP_SET: STAINLESS STEEL ROD
 MV0277_STAMPING: K 431 1984
 MV0277_MARK LOGO: NGS   
 MV0277_PROJECTION: FLUSH
 MV0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0277_ROD/PIPE-DEPTH: 6.1  meters
 MV0277
 MV0277  HISTORY     - Date     Condition        Report By
 MV0277  HISTORY     - 1984     MONUMENTED       NGS
 MV0277
 MV0277                          STATION DESCRIPTION
 MV0277
 MV0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0277'10.9 KM (6.8 MI) SE FROM DENIO.
 MV0277'10.94 KM (6.80 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0277'OFFICE AT DENIO, AT THE NORTH END OF A LONG LOW CUT, 0.51 KM (0.32 MI)
 MV0277'SOUTH OF MILEPOST 62, 23.8 METERS (78 FT) EAST OF THE HIGHWAY
 MV0277'CENTERLINE AND 58.8 METERS (193 FT) SOUTHWEST OF POWER POLE C 21129
 MV0277'WITH A GUY WIRE ATTACHED.
 MV0277'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 MV0277'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0372 ***********************************************************************
 KQ0372  DESIGNATION -  K 432
 KQ0372  PID         -  KQ0372
 KQ0372  STATE/COUNTY-  NV/CHURCHILL
 KQ0372  USGS QUAD   -  CARROLL SUMMIT (1969)
 KQ0372
 KQ0372                         *CURRENT SURVEY CONTROL
 KQ0372  ___________________________________________________________________
 KQ0372* NAD 83(1986)-  39 15 46.     (N)    117 44 18.     (W)     SCALED    
 KQ0372* NAVD 88     -      2196.999  (meters)    7207.99   (feet)  ADJUSTED  
 KQ0372  ___________________________________________________________________
 KQ0372  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 KQ0372  DYNAMIC HT  -        2194.634 (meters)    7200.23  (feet)  COMP
 KQ0372  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 KQ0372
 KQ0372  VERT ORDER  -  FIRST     CLASS II
 KQ0372
 KQ0372.The horizontal coordinates were scaled from a topographic map and have
 KQ0372.an estimated accuracy of +/- 6 seconds.
 KQ0372
 KQ0372.The orthometric height was determined by differential leveling
 KQ0372.and adjusted by the National Geodetic Survey in June 1991..
 KQ0372
 KQ0372.The geoid height was determined by GEOID03.
 KQ0372
 KQ0372.The dynamic height is computed by dividing the NAVD 88
 KQ0372.geopotential number by the normal gravity value computed on the
 KQ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0372.degrees latitude (g = 980.6199 gals.).
 KQ0372
 KQ0372.The modeled gravity was interpolated from observed gravity values.
 KQ0372
 KQ0372;                    North         East    Units  Estimated Accuracy
 KQ0372;SPC NV W     - 4,501,110.      872,920.      MT  (+/- 180 meters Scaled)
 KQ0372
 KQ0372                          SUPERSEDED SURVEY CONTROL
 KQ0372
 KQ0372.No superseded survey control is available for this station.
 KQ0372
 KQ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD363461(NAD 83)
 KQ0372_MARKER: DB = BENCH MARK DISK
 KQ0372_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0372_SP_SET: ROCK OUTCROP
 KQ0372_STAMPING: K 432 1984
 KQ0372_MARK LOGO: NGS   
 KQ0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0372+STABILITY: POSITION/ELEVATION WELL
 KQ0372
 KQ0372  HISTORY     - Date     Condition        Report By
 KQ0372  HISTORY     - 1984     MONUMENTED       NGS
 KQ0372
 KQ0372                          STATION DESCRIPTION
 KQ0372
 KQ0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KQ0372'1.3 KM (0.8 MI) WEST FROM CARROLL SUMMIT.
 KQ0372'1.37 KM (0.85 MI) WEST ALONG STATE HIGHWAY 722 FROM THE CARROLL
 KQ0372'SUMMIT, IN TOP OF THE LOWER EDGE OF A 6 BY 8 FOOT PORTION OF SLOPING
 KQ0372'OUTCROP PROJECTING 1 FOOT ABOVE THE SOUTH END OF AN OUTCROP CUT,
 KQ0372'0.36 KM (0.23 MI) WEST OF MILEPOST 16, 6.1 METERS (20 FT) EAST OF THE
 KQ0372'HIGHWAY CENTERLINE, 78.0 METERS (256 FT) SOUTH OF BENCH MARK G 385,
 KQ0372'18.9 METERS (62 FT) NORTH OF THE SOUTH END OF THE CUT AND 0.6 METER
 KQ0372'(2 FT) BELOW THE WITNESS POST.
 KQ0372'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 KQ0372'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0900 ***********************************************************************
 JR0900  DESIGNATION -  K 433
 JR0900  PID         -  JR0900
 JR0900  STATE/COUNTY-  NV/MINERAL
 JR0900  USGS QUAD   -  MINA (1967)
 JR0900
 JR0900                         *CURRENT SURVEY CONTROL
 JR0900  ___________________________________________________________________
 JR0900* NAD 83(1986)-  38 24 02.     (N)    118 06 52.     (W)     SCALED    
 JR0900* NAVD 88     -      1382.844  (meters)    4536.88   (feet)  ADJUSTED  
 JR0900  ___________________________________________________________________
 JR0900  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 JR0900  DYNAMIC HT  -        1381.422 (meters)    4532.22  (feet)  COMP
 JR0900  MODELED GRAV-     979,552.8   (mgal)                       NAVD 88
 JR0900
 JR0900  VERT ORDER  -  FIRST     CLASS II
 JR0900
 JR0900.The horizontal coordinates were scaled from a topographic map and have
 JR0900.an estimated accuracy of +/- 6 seconds.
 JR0900
 JR0900.The orthometric height was determined by differential leveling
 JR0900.and adjusted by the National Geodetic Survey in June 1991..
 JR0900
 JR0900.The geoid height was determined by GEOID03.
 JR0900
 JR0900.The dynamic height is computed by dividing the NAVD 88
 JR0900.geopotential number by the normal gravity value computed on the
 JR0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0900.degrees latitude (g = 980.6199 gals.).
 JR0900
 JR0900.The modeled gravity was interpolated from observed gravity values.
 JR0900
 JR0900;                    North         East    Units  Estimated Accuracy
 JR0900;SPC NV W     - 4,405,170.      840,960.      MT  (+/- 180 meters Scaled)
 JR0900
 JR0900                          SUPERSEDED SURVEY CONTROL
 JR0900
 JR0900.No superseded survey control is available for this station.
 JR0900
 JR0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC026508(NAD 83)
 JR0900_MARKER: I = METAL ROD
 JR0900_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JR0900_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JR0900_STAMPING: K 433 1984
 JR0900_MARK LOGO: NGS   
 JR0900_PROJECTION: FLUSH
 JR0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0900+STABILITY: POSITION/ELEVATION WELL
 JR0900_ROD/PIPE-DEPTH: 12.2 meters
 JR0900_SLEEVE-DEPTH  : 9.1 meters
 JR0900
 JR0900  HISTORY     - Date     Condition        Report By
 JR0900  HISTORY     - 1984     MONUMENTED       NGS
 JR0900
 JR0900                          STATION DESCRIPTION
 JR0900
 JR0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JR0900'1.1 KM (0.7 MI) NW FROM MINA.
 JR0900'1.15 KM (0.7 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE FIRE STATION
 JR0900'AT MINA, IN THE EAST CORNER OF THE T JUNCTION OF A PAVED ROAD LEADING
 JR0900'NORTHEAST, 0.4 KM (0.25 MI) SOUTHEAST OF MILEPOST 17, 33.5 METERS
 JR0900'(110 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 62.8 METERS (206 FT)
 JR0900'NORTHWEST OF BENCH MARK Z 359 1953, 29.7 METERS (97.5 FT) SOUTHWEST OF
 JR0900'THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 27.6 METERS
 JR0900'(90.5 FT) SOUTHEAST OF THE CENTER OF THE ROAD AND 1.0 METER (3.5 FT)
 JR0900'SOUTHWEST OF THE RIGHT OF WAY FENCE.
 JR0900'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 JR0900'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0381 ***********************************************************************
 KQ0381  DESIGNATION -  K 434
 KQ0381  PID         -  KQ0381
 KQ0381  STATE/COUNTY-  NV/LANDER
 KQ0381  USGS QUAD   -  YANKEE BLADE (1982)
 KQ0381
 KQ0381                         *CURRENT SURVEY CONTROL
 KQ0381  ___________________________________________________________________
 KQ0381* NAD 83(1986)-  39 30 06.     (N)    117 05 03.     (W)     SCALED    
 KQ0381* NAVD 88     -      1902.134  (meters)    6240.58   (feet)  ADJUSTED  
 KQ0381  ___________________________________________________________________
 KQ0381  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 KQ0381  DYNAMIC HT  -        1900.185 (meters)    6234.19  (feet)  COMP
 KQ0381  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 KQ0381
 KQ0381  VERT ORDER  -  FIRST     CLASS II
 KQ0381
 KQ0381.The horizontal coordinates were scaled from a topographic map and have
 KQ0381.an estimated accuracy of +/- 6 seconds.
 KQ0381
 KQ0381.The orthometric height was determined by differential leveling
 KQ0381.and adjusted by the National Geodetic Survey in June 1991..
 KQ0381
 KQ0381.The geoid height was determined by GEOID03.
 KQ0381
 KQ0381.The dynamic height is computed by dividing the NAVD 88
 KQ0381.geopotential number by the normal gravity value computed on the
 KQ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0381.degrees latitude (g = 980.6199 gals.).
 KQ0381
 KQ0381.The modeled gravity was interpolated from observed gravity values.
 KQ0381
 KQ0381;                    North         East    Units  Estimated Accuracy
 KQ0381;SPC NV C     - 6,527,370.      464,090.      MT  (+/- 180 meters Scaled)
 KQ0381
 KQ0381                          SUPERSEDED SURVEY CONTROL
 KQ0381
 KQ0381.No superseded survey control is available for this station.
 KQ0381
 KQ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD927724(NAD 83)
 KQ0381_MARKER: I = METAL ROD
 KQ0381_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KQ0381_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KQ0381_STAMPING: K 434 1985
 KQ0381_MARK LOGO: NGS   
 KQ0381_PROJECTION: FLUSH
 KQ0381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0381+STABILITY: POSITION/ELEVATION WELL
 KQ0381_ROD/PIPE-DEPTH: 21.9 meters
 KQ0381_SLEEVE-DEPTH  : 8.2 meters
 KQ0381
 KQ0381  HISTORY     - Date     Condition        Report By
 KQ0381  HISTORY     - 1985     MONUMENTED       NGS
 KQ0381  HISTORY     - 1985     GOOD             NGS
 KQ0381
 KQ0381                          STATION DESCRIPTION
 KQ0381
 KQ0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0381'1.6 KM (1.0 MI) WEST FROM AUSTIN.
 KQ0381'1.56 KM (0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0381'AT AUSTIN, IN THE NORTHWEST CORNER OF THE T JUNCTION OF STATE HIGHWAY
 KQ0381'305 LEADING NORTHWEST TO BATTLE MOUNTAIN, ON THE EXTENDED NORTHEAST
 KQ0381'EDGE OF THE ESCOBAR LANDING STRIP, 89.6 METERS (294 FT) NORTH OF THE
 KQ0381'HIGHWAY CENTERLINE, 45.7 METERS (150 FT) NORTH OF THE NORTHEAST CORNER
 KQ0381'OF A CHAIN LINK FENCE AROUND THE F AND AM CEMETARY, 41.1 METERS
 KQ0381'(135 FT) NORTH-NORTHEAST OF THE CENTER OF A DOUBLE GATE IN THE
 KQ0381'EAST-WEST FENCE, 36.9 METERS (121 FT) WEST OF THE CENTER OF STATE
 KQ0381'HIGHWAY 305 AND 33.8 METERS (111 FT) SOUTHWEST FROM AN END OF NEVADA
 KQ0381'305 SIGN.
 KQ0381'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 KQ0381'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 KQ0381
 KQ0381                          STATION RECOVERY (1985)
 KQ0381
 KQ0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0383 ***********************************************************************
 KQ0383  DESIGNATION -  K 435
 KQ0383  PID         -  KQ0383
 KQ0383  STATE/COUNTY-  NV/LANDER
 KQ0383  USGS QUAD   -  AUSTIN (1988)
 KQ0383
 KQ0383                         *CURRENT SURVEY CONTROL
 KQ0383  ___________________________________________________________________
 KQ0383* NAD 83(1986)-  39 29 47.     (N)    117 04 29.     (W)     SCALED    
 KQ0383* NAVD 88     -      1970.831  (meters)    6465.97   (feet)  ADJUSTED  
 KQ0383  ___________________________________________________________________
 KQ0383  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 KQ0383  DYNAMIC HT  -        1968.799 (meters)    6459.30  (feet)  COMP
 KQ0383  MODELED GRAV-     979,525.0   (mgal)                       NAVD 88
 KQ0383
 KQ0383  VERT ORDER  -  FIRST     CLASS II
 KQ0383
 KQ0383.The horizontal coordinates were scaled from a topographic map and have
 KQ0383.an estimated accuracy of +/- 6 seconds.
 KQ0383
 KQ0383.The orthometric height was determined by differential leveling
 KQ0383.and adjusted by the National Geodetic Survey in June 1991..
 KQ0383
 KQ0383.The geoid height was determined by GEOID03.
 KQ0383
 KQ0383.The dynamic height is computed by dividing the NAVD 88
 KQ0383.geopotential number by the normal gravity value computed on the
 KQ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0383.degrees latitude (g = 980.6199 gals.).
 KQ0383
 KQ0383.The modeled gravity was interpolated from observed gravity values.
 KQ0383
 KQ0383;                    North         East    Units  Estimated Accuracy
 KQ0383;SPC NV C     - 6,526,780.      464,900.      MT  (+/- 180 meters Scaled)
 KQ0383
 KQ0383                          SUPERSEDED SURVEY CONTROL
 KQ0383
 KQ0383.No superseded survey control is available for this station.
 KQ0383
 KQ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD935718(NAD 83)
 KQ0383_MARKER: DB = BENCH MARK DISK
 KQ0383_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0383_SP_SET: ROCK OUTCROP
 KQ0383_STAMPING: K 435 1985
 KQ0383_MARK LOGO: NGS   
 KQ0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0383+STABILITY: POSITION/ELEVATION WELL
 KQ0383
 KQ0383  HISTORY     - Date     Condition        Report By
 KQ0383  HISTORY     - 1985     MONUMENTED       NGS
 KQ0383  HISTORY     - 1985     GOOD             NGS
 KQ0383
 KQ0383                          STATION DESCRIPTION
 KQ0383
 KQ0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0383'0.6 KM (0.4 MI) NW FROM AUSTIN.
 KQ0383'0.58 KM (0.36 MI) NORTHWEST ALONG US HIGHWAY 50 FROM THE COUNTY
 KQ0383'COURTHOUSE AT AUSTIN, IN TOP OF A ROCK SHELF 1 FOOT EAST OF THE WEST
 KQ0383'EDGE OF A 3 BY 14 FOOT STEEP SLOPING PORTION OF GRANITE OUTCROP, NEAR
 KQ0383'THE CENTER OF THE FIRST ROCK HIGHWAY CUT NORTHWEST OF TOWN, 7.4 METERS
 KQ0383'(24.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 49.4 METERS (162 FT) EAST
 KQ0383'OF THE CENTER OF THE Y INTERSECTION OF RAVINE ROAD AND 46.7 METERS
 KQ0383'(153.5 FT) WEST OF THE NORTH END OF A 18-INCH CORRUGATED METAL PIPE
 KQ0383'CULVERT.
 KQ0383'THE MARK IS 0.6 METERS  WSW FROM A WITNESS POST.
 KQ0383'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 KQ0383
 KQ0383                          STATION RECOVERY (1985)
 KQ0383
 KQ0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0768 ***********************************************************************
 LR0768  DESIGNATION -  K 436
 LR0768  PID         -  LR0768
 LR0768  STATE/COUNTY-  NV/LANDER
 LR0768  USGS QUAD   -  THE CEDARS SW (1990)
 LR0768
 LR0768                         *CURRENT SURVEY CONTROL
 LR0768  ___________________________________________________________________
 LR0768* NAD 83(1986)-  40 06 57.     (N)    117 08 03.     (W)     SCALED    
 LR0768* NAVD 88     -      1486.724  (meters)    4877.69   (feet)  ADJUSTED  
 LR0768  ___________________________________________________________________
 LR0768  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 LR0768  DYNAMIC HT  -        1485.407 (meters)    4873.37  (feet)  COMP
 LR0768  MODELED GRAV-     979,688.1   (mgal)                       NAVD 88
 LR0768
 LR0768  VERT ORDER  -  FIRST     CLASS II
 LR0768
 LR0768.The horizontal coordinates were scaled from a topographic map and have
 LR0768.an estimated accuracy of +/- 6 seconds.
 LR0768
 LR0768.The orthometric height was determined by differential leveling
 LR0768.and adjusted by the National Geodetic Survey in June 1991..
 LR0768
 LR0768.The geoid height was determined by GEOID03.
 LR0768
 LR0768.The dynamic height is computed by dividing the NAVD 88
 LR0768.geopotential number by the normal gravity value computed on the
 LR0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0768.degrees latitude (g = 980.6199 gals.).
 LR0768
 LR0768.The modeled gravity was interpolated from observed gravity values.
 LR0768
 LR0768;                    North         East    Units  Estimated Accuracy
 LR0768;SPC NV C     - 6,595,580.      460,150.      MT  (+/- 180 meters Scaled)
 LR0768
 LR0768                          SUPERSEDED SURVEY CONTROL
 LR0768
 LR0768.No superseded survey control is available for this station.
 LR0768
 LR0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME885406(NAD 83)
 LR0768_MARKER: I = METAL ROD
 LR0768_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0768_SP_SET: STAINLESS STEEL ROD
 LR0768_STAMPING: K 436 1985
 LR0768_MARK LOGO: NGS   
 LR0768_PROJECTION: FLUSH
 LR0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0768_ROD/PIPE-DEPTH: 9.7  meters
 LR0768
 LR0768  HISTORY     - Date     Condition        Report By
 LR0768  HISTORY     - 1985     MONUMENTED       NGS
 LR0768
 LR0768                          STATION DESCRIPTION
 LR0768
 LR0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LR0768'63.9 KM (39.7 MI) SOUTH FROM BATTLE MTN.
 LR0768'63.86 KM (39.69 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0768'AT BATTLE MTN, 0.43 KM (0.27 MI) NORTHEAST OF MILEPOST 78, 57.3 METERS
 LR0768'(188 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 62.2 METERS (204 FT)
 LR0768'WEST OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL FOR A 24-INCH PIPE
 LR0768'CULVERT, 4.3 METERS (14 FT) EAST OF THE NORTHEAST ONE OF TWO WOOD
 LR0768'POSTS FOR A BRACE IN THE RIGHT OF WAY FENCE AND 3.8 METERS (12.5 FT)
 LR0768'SOUTHEAST OF THE RIGHT OF WAY FENCE.
 LR0768'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 LR0768'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1419 ***********************************************************************
 KR1419  DESIGNATION -  K 439
 KR1419  PID         -  KR1419
 KR1419  STATE/COUNTY-  NV/CHURCHILL
 KR1419  USGS QUAD   -  FALLON (1985)
 KR1419
 KR1419                         *CURRENT SURVEY CONTROL
 KR1419  ___________________________________________________________________
 KR1419* NAD 83(1986)-  39 28 37.     (N)    118 48 18.     (W)     SCALED    
 KR1419* NAVD 88     -      1210.359  (meters)    3970.99   (feet)  ADJUSTED  
 KR1419  ___________________________________________________________________
 KR1419  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 KR1419  DYNAMIC HT  -        1209.320 (meters)    3967.58  (feet)  COMP
 KR1419  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 KR1419
 KR1419  VERT ORDER  -  FIRST     CLASS II
 KR1419
 KR1419.The horizontal coordinates were scaled from a topographic map and have
 KR1419.an estimated accuracy of +/- 6 seconds.
 KR1419
 KR1419.The orthometric height was determined by differential leveling
 KR1419.and adjusted by the National Geodetic Survey in June 1991..
 KR1419
 KR1419.The geoid height was determined by GEOID03.
 KR1419
 KR1419.The dynamic height is computed by dividing the NAVD 88
 KR1419.geopotential number by the normal gravity value computed on the
 KR1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1419.degrees latitude (g = 980.6199 gals.).
 KR1419
 KR1419.The modeled gravity was interpolated from observed gravity values.
 KR1419
 KR1419;                    North         East    Units  Estimated Accuracy
 KR1419;SPC NV W     - 4,524,570.      780,930.      MT  (+/- 180 meters Scaled)
 KR1419
 KR1419                          SUPERSEDED SURVEY CONTROL
 KR1419
 KR1419.No superseded survey control is available for this station.
 KR1419
 KR1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD447712(NAD 83)
 KR1419_MARKER: I = METAL ROD
 KR1419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1419_SP_SET: STAINLESS STEEL ROD
 KR1419_STAMPING: K 439 1986
 KR1419_MARK LOGO: NGS   
 KR1419_PROJECTION: FLUSH
 KR1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1419_ROD/PIPE-DEPTH: 10.8 meters
 KR1419
 KR1419  HISTORY     - Date     Condition        Report By
 KR1419  HISTORY     - 1986     MONUMENTED       NGS
 KR1419
 KR1419                          STATION DESCRIPTION
 KR1419
 KR1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1419'2.3 KM (1.4 MI) WEST FROM FALLON.
 KR1419'0.24 KM (0.15 MI) SOUTH ALONG US HIGHWAY 95 (MAIN STREET) FROM THE
 KR1419'POST OFFICE IN FALLON, THENCE 2.00 KM (1.25 MI) WEST ALONG US HIGHWAY
 KR1419'50, AT 700 TAYLOR LANE, 46.3 METERS (152 FT) SOUTH OF THE CENTERLINE
 KR1419'OF THE HIGHWAY, 7.3 METERS (24 FT) WEST OF THE CENTERLINE OF TAYLOR
 KR1419'LANE, 15.5 METERS (51 FT) SOUTH OF THE CENTERLINE OF A PRIVATE
 KR1419'ENTRANCE ROAD AND A WIRE GATE, 0.3 METER (1.0 FT) EAST OF A FENCE.
 KR1419'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KR1419'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KR1419'THE MARK IS ABOVE LEVEL WITH TAYLOR LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0179 ***********************************************************************
 KP0179  DESIGNATION -  K 44
 KP0179  PID         -  KP0179
 KP0179  STATE/COUNTY-  NV/EUREKA
 KP0179  USGS QUAD   -  PINTO SUMMIT (1990)
 KP0179
 KP0179                         *CURRENT SURVEY CONTROL
 KP0179  ___________________________________________________________________
 KP0179* NAD 83(1994)-  39 27 04.14461(N)    115 56 18.58898(W)     ADJUSTED  
 KP0179* NAVD 88     -      2251.276  (meters)    7386.06   (feet)  ADJUSTED  
 KP0179  ___________________________________________________________________
 KP0179  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 KP0179  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 KP0179  DYNAMIC HT  -        2248.844 (meters)    7378.08  (feet)  COMP
 KP0179  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 KP0179
 KP0179  HORZ ORDER  -  SECOND
 KP0179  VERT ORDER  -  FIRST     CLASS II
 KP0179
 KP0179.The horizontal coordinates were established by classical geodetic methods
 KP0179.and adjusted by the National Geodetic Survey in June 1998..
 KP0179
 KP0179.The orthometric height was determined by differential leveling
 KP0179.and adjusted by the National Geodetic Survey in June 1991..
 KP0179
 KP0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0179
 KP0179.The geoid height was determined by GEOID03.
 KP0179
 KP0179.The dynamic height is computed by dividing the NAVD 88
 KP0179.geopotential number by the normal gravity value computed on the
 KP0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0179.degrees latitude (g = 980.6199 gals.).
 KP0179
 KP0179.The modeled gravity was interpolated from observed gravity values.
 KP0179
 KP0179;                    North         East     Units Scale Factor Converg.
 KP0179;SPC NV E     - 8,521,740.402   169,432.810   MT  0.99991150   -0 13 32.4
 KP0179;SPC NV E     -27,958,409.97    555,880.81   sFT  0.99991150   -0 13 32.4
 KP0179;UTM  11      - 4,367,380.894   591,331.857   MT  0.99970270   +0 40 28.4
 KP0179
 KP0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0179!SPC NV E     -   0.99965016  x   0.99991150  =   0.99956169
 KP0179!UTM  11      -   0.99965016  x   0.99970270  =   0.99935297
 KP0179
 KP0179                          SUPERSEDED SURVEY CONTROL
 KP0179
 KP0179  NAD 83(1986)-  39 27 04.14197(N)    115 56 18.58854(W) AD(       ) 2
 KP0179  NAD 27      -  39 27 04.39400(N)    115 56 15.39100(W) AD(       ) 2
 KP0179  NGVD 29 (??/??/92) 2249.906  (m)         7381.57   (f) ADJ UNCH    1 2
 KP0179
 KP0179.Superseded values are not recommended for survey control.
 KP0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0179.See file dsdata.txt to determine how the superseded data were derived.
 KP0179
 KP0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND9133267381(NAD 83)
 KP0179_MARKER: DB = BENCH MARK DISK
 KP0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KP0179_SP_SET: BUILDING
 KP0179_STAMPING: K 44 1934
 KP0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0179
 KP0179  HISTORY     - Date     Condition        Report By
 KP0179  HISTORY     - 1954     MONUMENTED       CGS
 KP0179  HISTORY     - 1960     MARK NOT FOUND   NGS
 KP0179
 KP0179                          STATION DESCRIPTION
 KP0179
 KP0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KP0179'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA GO SOUTHERLY
 KP0179'ON U.S. HIGHWAY 50 FOR 4.3 MILES TO THE AZIMUTH MARK ON THE LEFT.
 KP0179'CONTINUE, SOUTH, ON THE HIGHWAY FOR 0.3 MILE TO B.M. K44 ON THE
 KP0179'RIGHT.
 KP0179'
 KP0179'B.M. K44 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 KP0179'MARK DISK, STAMPED K44 1934, SET IN THE TOP OF A 10-INCH SQUARE
 KP0179'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 53 FEET WEST
 KP0179'OF THE CENTER LINE OF THE HIGHWAY, AND 39 FEET EAST OF THE
 KP0179'SOUTH END OF A SNOW FENCE.
 KP0179
 KP0179                          STATION RECOVERY (1960)
 KP0179
 KP0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KP0179'4.9 MI SE FROM EUREKA.
 KP0179'4.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KP0179'AT EUREKA, ON THE SUMMIT OF THE FIRST RIDGE OF HILLS, 53 FEET WEST OF
 KP0179'THE CENTERLINE OF THE HIGHWAY, AND 39 FEET EAST OF THE SOUTH END OF A
 KP0179'SNOW FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1442 ***********************************************************************
 KR1442  DESIGNATION -  K 441
 KR1442  PID         -  KR1442
 KR1442  STATE/COUNTY-  NV/CHURCHILL
 KR1442  USGS QUAD   -  DESERT PEAK (1986)
 KR1442
 KR1442                         *CURRENT SURVEY CONTROL
 KR1442  ___________________________________________________________________
 KR1442* NAD 83(1986)-  39 49 26.     (N)    118 59 06.     (W)     SCALED    
 KR1442* NAVD 88     -      1299.488  (meters)    4263.40   (feet)  ADJUSTED  
 KR1442  ___________________________________________________________________
 KR1442  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 KR1442  DYNAMIC HT  -        1298.395 (meters)    4259.82  (feet)  COMP
 KR1442  MODELED GRAV-     979,740.2   (mgal)                       NAVD 88
 KR1442
 KR1442  VERT ORDER  -  FIRST     CLASS II
 KR1442
 KR1442.The horizontal coordinates were scaled from a topographic map and have
 KR1442.an estimated accuracy of +/- 6 seconds.
 KR1442
 KR1442.The orthometric height was determined by differential leveling
 KR1442.and adjusted by the National Geodetic Survey in June 1991..
 KR1442
 KR1442.The geoid height was determined by GEOID03.
 KR1442
 KR1442.The dynamic height is computed by dividing the NAVD 88
 KR1442.geopotential number by the normal gravity value computed on the
 KR1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1442.degrees latitude (g = 980.6199 gals.).
 KR1442
 KR1442.The modeled gravity was interpolated from observed gravity values.
 KR1442
 KR1442;                    North         East    Units  Estimated Accuracy
 KR1442;SPC NV W     - 4,563,140.      765,620.      MT  (+/- 180 meters Scaled)
 KR1442
 KR1442                          SUPERSEDED SURVEY CONTROL
 KR1442
 KR1442.No superseded survey control is available for this station.
 KR1442
 KR1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE301100(NAD 83)
 KR1442_MARKER: I = METAL ROD
 KR1442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1442_SP_SET: STAINLESS STEEL ROD
 KR1442_STAMPING: K 441 1986
 KR1442_MARK LOGO: NGS   
 KR1442_PROJECTION: FLUSH
 KR1442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1442_ROD/PIPE-DEPTH: 3.3  meters
 KR1442
 KR1442  HISTORY     - Date     Condition        Report By
 KR1442  HISTORY     - 1986     MONUMENTED       NGS
 KR1442
 KR1442                          STATION DESCRIPTION
 KR1442
 KR1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1442'34.8 KM (21.6 MI) NE FROM FERNLEY.
 KR1442'3.8 KM (2.4 MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST
 KR1442'OFFICE IN FERNLEY, THENCE 31.0 KM (19.3 MI) NORTHEAST ALONG I-80,
 KR1442'22.3 METERS (73.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND
 KR1442'LANES, 14.3 METERS (47.0 FT) SOUTHEAST OF MILE POST 68, 18.1 METERS
 KR1442'(59.5 FT) NORTHWEST OF THE CENTER OF THE OLD HIGHWAY, 9.8 METERS (32.0
 KR1442'FT) NORTH OF A POWERPOLE, 0.5 METERS (1.5 FT) NORTHWEST OF A FENCE.
 KR1442'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KR1442'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KR1442'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0475 ***********************************************************************
 LS0475  DESIGNATION -  K 442
 LS0475  PID         -  LS0475
 LS0475  STATE/COUNTY-  NV/PERSHING
 LS0475  USGS QUAD   -  LOVELOCK (1987)
 LS0475
 LS0475                         *CURRENT SURVEY CONTROL
 LS0475  ___________________________________________________________________
 LS0475* NAD 83(1986)-  40 10 50.     (N)    118 28 38.     (W)     SCALED    
 LS0475* NAVD 88     -      1212.697  (meters)    3978.66   (feet)  ADJUSTED  
 LS0475  ___________________________________________________________________
 LS0475  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 LS0475  DYNAMIC HT  -        1211.725 (meters)    3975.47  (feet)  COMP
 LS0475  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 LS0475
 LS0475  VERT ORDER  -  FIRST     CLASS II
 LS0475
 LS0475.The horizontal coordinates were scaled from a topographic map and have
 LS0475.an estimated accuracy of +/- 6 seconds.
 LS0475
 LS0475.The orthometric height was determined by differential leveling
 LS0475.and adjusted by the National Geodetic Survey in June 1991..
 LS0475
 LS0475.The geoid height was determined by GEOID03.
 LS0475
 LS0475.The dynamic height is computed by dividing the NAVD 88
 LS0475.geopotential number by the normal gravity value computed on the
 LS0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0475.degrees latitude (g = 980.6199 gals.).
 LS0475
 LS0475.The modeled gravity was interpolated from observed gravity values.
 LS0475
 LS0475;                    North         East    Units  Estimated Accuracy
 LS0475;SPC NV W     - 4,602,660.      809,040.      MT  (+/- 180 meters Scaled)
 LS0475
 LS0475                          SUPERSEDED SURVEY CONTROL
 LS0475
 LS0475.No superseded survey control is available for this station.
 LS0475
 LS0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE742488(NAD 83)
 LS0475_MARKER: I = METAL ROD
 LS0475_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LS0475_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LS0475_STAMPING: K 442 1986
 LS0475_MARK LOGO: NGS   
 LS0475_PROJECTION: FLUSH
 LS0475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LS0475+STABILITY: POSITION/ELEVATION WELL
 LS0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0475+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1996
 LS0475_ROD/PIPE-DEPTH: 30.8 meters
 LS0475_SLEEVE-DEPTH  : 6.1 meters
 LS0475
 LS0475  HISTORY     - Date     Condition        Report By
 LS0475  HISTORY     - 1986     MONUMENTED       NGS
 LS0475  HISTORY     - 19960615 GOOD             NGS
 LS0475
 LS0475                          STATION DESCRIPTION
 LS0475
 LS0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LS0475'IN LOVELOCK.
 LS0475'IN LOVELOCK, IN THE SOUTHWEST CORNER OF THE CITY PARK AND COURTHOUSE
 LS0475'LAWN, 15.4 METERS (50.5 FT) NORTH OF THE CENTERLINE OF WESTERN AVENUE,
 LS0475'8.5 METERS (28.0 FT) EAST OF THE CENTERLINE OF ELMHURST AVENUE, 3.0
 LS0475'METERS (10.0 FT) WEST OF THE WEST EDGE OF A NORTH-SOUTH SIDEWALK, 2.7
 LS0475'METERS (9.0 FT) WEST OF A POWER POLE, 1.2 METERS (4.0 FT) NORTH OF THE
 LS0475'NORTH EDGE OF AN EAST-WEST SIDEWALK, 1.2 METERS (4.0 FT) SOUTHEAST OF
 LS0475'A DIAGONAL CURB FOR A PARKING AREA.  NOTE--ACCESS TO DATUM POINT IS
 LS0475'HAD THROUGH A 5-INCH LOGO CAP.
 LS0475'THE MARK IS ABOVE LEVEL WITH THE AVENUES.
 LS0475
 LS0475                          STATION RECOVERY (1996)
 LS0475
 LS0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 LS0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR1247 ***********************************************************************
 HR1247  DESIGNATION -  K 443
 HR1247  PID         -  HR1247
 HR1247  STATE/COUNTY-  NV/MINERAL
 HR1247  USGS QUAD   -  MT MONTGOMERY (1994)
 HR1247
 HR1247                         *CURRENT SURVEY CONTROL
 HR1247  ___________________________________________________________________
 HR1247* NAD 83(1986)-  37 59 48.     (N)    118 17 41.     (W)     SCALED    
 HR1247* NAVD 88     -      2040.390  (meters)    6694.18   (feet)  ADJUSTED  
 HR1247  ___________________________________________________________________
 HR1247  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 HR1247  DYNAMIC HT  -        2037.981 (meters)    6686.28  (feet)  COMP
 HR1247  MODELED GRAV-     979,375.5   (mgal)                       NAVD 88
 HR1247
 HR1247  VERT ORDER  -  FIRST     CLASS II
 HR1247
 HR1247.The horizontal coordinates were scaled from a topographic map and have
 HR1247.an estimated accuracy of +/- 6 seconds.
 HR1247
 HR1247.The orthometric height was determined by differential leveling
 HR1247.and adjusted by the National Geodetic Survey in June 1991..
 HR1247
 HR1247.The geoid height was determined by GEOID03.
 HR1247
 HR1247.The dynamic height is computed by dividing the NAVD 88
 HR1247.geopotential number by the normal gravity value computed on the
 HR1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1247.degrees latitude (g = 980.6199 gals.).
 HR1247
 HR1247.The modeled gravity was interpolated from observed gravity values.
 HR1247
 HR1247;                    North         East    Units  Estimated Accuracy
 HR1247;SPC NV W     - 4,360,270.      825,350.      MT  (+/- 180 meters Scaled)
 HR1247
 HR1247                          SUPERSEDED SURVEY CONTROL
 HR1247
 HR1247.No superseded survey control is available for this station.
 HR1247
 HR1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC863062(NAD 83)
 HR1247_MARKER: DB = BENCH MARK DISK
 HR1247_SETTING: 66 = SET IN ROCK OUTCROP
 HR1247_SP_SET: ROCK OUTCROP
 HR1247_STAMPING: K 443 1986
 HR1247_MARK LOGO: NGS   
 HR1247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR1247+STABILITY: POSITION/ELEVATION WELL
 HR1247
 HR1247  HISTORY     - Date     Condition        Report By
 HR1247  HISTORY     - 1986     MONUMENTED       NGS
 HR1247
 HR1247                          STATION DESCRIPTION
 HR1247
 HR1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HR1247'3.2 KM (2.0 MI) NE FROM MOUNT MONTGOMERY.
 HR1247'3.2 KM (2.0 MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN
 HR1247'MOUNT MONTGOMERY, 0.67 KM (0.42 MI) NORTHEAST OF MILEPOST 10, ON TOP
 HR1247'OF THE SOUTHWEST END OF A HIGHWAY CUT, 12.3 METERS (40.5 FT)
 HR1247'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN TOP AND 0.3 METER (1.0
 HR1247'FT) NORTH OF THE SOUTH END OF A 0.3- BY 1.2-METER ROCK OUTCROP FLUSH
 HR1247'WITH THE GROUND.
 HR1247'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 HR1247'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1811 ***********************************************************************
 KR1811  DESIGNATION -  K 446
 KR1811  PID         -  KR1811
 KR1811  STATE/COUNTY-  NV/CHURCHILL
 KR1811  USGS QUAD   -  GRIMES POINT (1985)
 KR1811
 KR1811                         *CURRENT SURVEY CONTROL
 KR1811  ___________________________________________________________________
 KR1811* NAD 83(1986)-  39 24 33.     (N)    118 37 48.     (W)     SCALED    
 KR1811* NAVD 88     -      1204.674  (meters)    3952.33   (feet)  ADJUSTED  
 KR1811  ___________________________________________________________________
 KR1811  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 KR1811  DYNAMIC HT  -        1203.640 (meters)    3948.94  (feet)  COMP
 KR1811  MODELED GRAV-     979,727.8   (mgal)                       NAVD 88
 KR1811
 KR1811  VERT ORDER  -  FIRST     CLASS II
 KR1811
 KR1811.The horizontal coordinates were scaled from a topographic map and have
 KR1811.an estimated accuracy of +/- 6 seconds.
 KR1811
 KR1811.The orthometric height was determined by differential leveling
 KR1811.and adjusted by the National Geodetic Survey in October 1991..
 KR1811
 KR1811.The geoid height was determined by GEOID03.
 KR1811
 KR1811.The dynamic height is computed by dividing the NAVD 88
 KR1811.geopotential number by the normal gravity value computed on the
 KR1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1811.degrees latitude (g = 980.6199 gals.).
 KR1811
 KR1811.The modeled gravity was interpolated from observed gravity values.
 KR1811
 KR1811;                    North         East    Units  Estimated Accuracy
 KR1811;SPC NV W     - 4,517,020.      795,980.      MT  (+/- 180 meters Scaled)
 KR1811
 KR1811                          SUPERSEDED SURVEY CONTROL
 KR1811
 KR1811.No superseded survey control is available for this station.
 KR1811
 KR1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD596634(NAD 83)
 KR1811_MARKER: DB = BENCH MARK DISK
 KR1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1811_SP_SET: CONCRETE POST
 KR1811_STAMPING: K 446 1991
 KR1811_MARK LOGO: USN   
 KR1811_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1811+STABILITY: SURFACE MOTION
 KR1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1811+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 KR1811
 KR1811  HISTORY     - Date     Condition        Report By
 KR1811  HISTORY     - 1991     MONUMENTED       NGS
 KR1811  HISTORY     - 20050730 GOOD             GEOCAC
 KR1811
 KR1811                          STATION DESCRIPTION
 KR1811
 KR1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1811'16.5 KM (10.3 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR1811'IN FALLON, THENCE 2.0 KM (1.2 MI) NORTHEASTERLY ALONG A GRAVELED
 KR1811'ROAD, 18.0 M (59.1 FT) SOUTHEAST OF AND LEVEL WITH THE CENTER OF THE
 KR1811'ROAD, 9.9 M (32.5 FT) SOUTHWEST OF A FENCE CORNER, 1.1 M (3.6 FT)
 KR1811'NORTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 KR1811'THE GROUND SURFACE.
 KR1811
 KR1811                          STATION RECOVERY (2005)
 KR1811
 KR1811'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR1811'MARK NEAR FENCE CORNER AT NW SIDE OF GRIMES POINT CAVES PARKING AREA.
 KR1811'OBSERVED GPSR COORDINATES N39 24 33.06, W118 37 45.90
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1816 ***********************************************************************
 KR1816  DESIGNATION -  K 447
 KR1816  PID         -  KR1816
 KR1816  STATE/COUNTY-  NV/CHURCHILL
 KR1816  USGS QUAD   -  GRIMES POINT (1985)
 KR1816
 KR1816                         *CURRENT SURVEY CONTROL
 KR1816  ___________________________________________________________________
 KR1816* NAD 83(1986)-  39 24 11.     (N)    118 41 32.     (W)     SCALED    
 KR1816* NAVD 88     -      1197.883  (meters)    3930.05   (feet)  ADJUSTED  
 KR1816  ___________________________________________________________________
 KR1816  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 KR1816  DYNAMIC HT  -        1196.840 (meters)    3926.63  (feet)  COMP
 KR1816  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 KR1816
 KR1816  VERT ORDER  -  FIRST     CLASS II
 KR1816
 KR1816.The horizontal coordinates were scaled from a topographic map and have
 KR1816.an estimated accuracy of +/- 6 seconds.
 KR1816
 KR1816.The orthometric height was determined by differential leveling
 KR1816.and adjusted by the National Geodetic Survey in October 1991..
 KR1816
 KR1816.The geoid height was determined by GEOID03.
 KR1816
 KR1816.The dynamic height is computed by dividing the NAVD 88
 KR1816.geopotential number by the normal gravity value computed on the
 KR1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1816.degrees latitude (g = 980.6199 gals.).
 KR1816
 KR1816.The modeled gravity was interpolated from observed gravity values.
 KR1816
 KR1816;                    North         East    Units  Estimated Accuracy
 KR1816;SPC NV W     - 4,516,350.      790,620.      MT  (+/- 180 meters Scaled)
 KR1816
 KR1816                          SUPERSEDED SURVEY CONTROL
 KR1816
 KR1816.No superseded survey control is available for this station.
 KR1816
 KR1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD542628(NAD 83)
 KR1816_MARKER: DB = BENCH MARK DISK
 KR1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1816_SP_SET: CONCRETE POST
 KR1816_STAMPING: K 447 1991
 KR1816_MARK LOGO: USN   
 KR1816_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1816+STABILITY: SURFACE MOTION
 KR1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1816+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KR1816
 KR1816  HISTORY     - Date     Condition        Report By
 KR1816  HISTORY     - 1991     MONUMENTED       NGS
 KR1816
 KR1816                          STATION DESCRIPTION
 KR1816
 KR1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1816'12.2 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR1816'IN FALLON, THENCE 5.1 KM (3.2 MI) WESTERLY ALONG WILDES ROAD, THENCE
 KR1816'6.2 KM (3.9 MI) SOUTHERLY ALONG CARSON ROAD LEADING TO THE NORTH GATE
 KR1816'OF THE FALLON NAVAL AIR STATION, THENCE 0.2 KM (0.1 MI) SOUTHERLY
 KR1816'ALONG 1ST STREET, THENCE 1.3 KM (0.8 MI) EASTERLY ALONG A PAVED ROAD,
 KR1816'11.1 M (36.4 FT) NORTHWEST OF THE CENTER OF THE ROAD, 0.6 M (2.0 FT)
 KR1816'WEST-SOUTHWEST OF A FENCE, 0.6 M (2.0 FT) SOUTH-SOUTHEAST OF A
 KR1816'WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 KR1816'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0330 ***********************************************************************
 KQ0330  DESIGNATION -  K 46
 KQ0330  PID         -  KQ0330
 KQ0330  STATE/COUNTY-  NV/CHURCHILL
 KQ0330  USGS QUAD   -  DESATOYA PEAK (1969)
 KQ0330
 KQ0330                         *CURRENT SURVEY CONTROL
 KQ0330  ___________________________________________________________________
 KQ0330* NAD 83(1986)-  39 17 02.     (N)    117 51 33.     (W)     SCALED    
 KQ0330* NAVD 88     -      1627.045  (meters)    5338.06   (feet)  ADJUSTED  
 KQ0330  ___________________________________________________________________
 KQ0330  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 KQ0330  DYNAMIC HT  -        1625.433 (meters)    5332.77  (feet)  COMP
 KQ0330  MODELED GRAV-     979,578.8   (mgal)                       NAVD 88
 KQ0330
 KQ0330  VERT ORDER  -  FIRST     CLASS II
 KQ0330
 KQ0330.The horizontal coordinates were scaled from a topographic map and have
 KQ0330.an estimated accuracy of +/- 6 seconds.
 KQ0330
 KQ0330.The orthometric height was determined by differential leveling
 KQ0330.and adjusted by the National Geodetic Survey in June 1991..
 KQ0330
 KQ0330.The geoid height was determined by GEOID03.
 KQ0330
 KQ0330.The dynamic height is computed by dividing the NAVD 88
 KQ0330.geopotential number by the normal gravity value computed on the
 KQ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0330.degrees latitude (g = 980.6199 gals.).
 KQ0330
 KQ0330.The modeled gravity was interpolated from observed gravity values.
 KQ0330
 KQ0330;                    North         East    Units  Estimated Accuracy
 KQ0330;SPC NV W     - 4,503,360.      862,480.      MT  (+/- 180 meters Scaled)
 KQ0330
 KQ0330                          SUPERSEDED SURVEY CONTROL
 KQ0330
 KQ0330  NGVD 29 (??/??/92) 1625.982  (m)         5334.58   (f) ADJ UNCH    1 2
 KQ0330
 KQ0330.Superseded values are not recommended for survey control.
 KQ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0330.See file dsdata.txt to determine how the superseded data were derived.
 KQ0330
 KQ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD259486(NAD 83)
 KQ0330_MARKER: DB = BENCH MARK DISK
 KQ0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0330_STAMPING: K 46 1934
 KQ0330_MARK LOGO: CGS   
 KQ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0330+STABILITY: SURFACE MOTION
 KQ0330
 KQ0330  HISTORY     - Date     Condition        Report By
 KQ0330  HISTORY     - 1934     MONUMENTED       CGS
 KQ0330  HISTORY     - 1967     GOOD             NGS
 KQ0330  HISTORY     - 1984     GOOD             NGS
 KQ0330
 KQ0330                          STATION DESCRIPTION
 KQ0330
 KQ0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KQ0330'2.0 MI SE FROM EASTGATE.
 KQ0330'ABOUT 2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE
 KQ0330'STATION AT EASTGATE, 0.8 MILE NORTHWEST OF THE JUNCTION OF THE HIGHWAY
 KQ0330'AND A ROAD WHICH LEADS TO IONE, 44 1/2 FEET NORTHEAST OF THE CENTER
 KQ0330'LINE OF THE HIGHWAY, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT
 KQ0330'1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 KQ0330'CONCRETE POST WHICH PROJECTS 6 INCHES.
 KQ0330
 KQ0330                          STATION RECOVERY (1984)
 KQ0330
 KQ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0330'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0330'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0171 ***********************************************************************
 MV0171  DESIGNATION -  K 48
 MV0171  PID         -  MV0171
 MV0171  STATE/COUNTY-  NV/WASHOE
 MV0171  USGS QUAD   -  VYA (1980)
 MV0171
 MV0171                         *CURRENT SURVEY CONTROL
 MV0171  ___________________________________________________________________
 MV0171* NAD 83(1986)-  41 35 02.     (N)    119 49 24.     (W)     SCALED    
 MV0171* NAVD 88     -      1689.426  (meters)    5542.73   (feet)  ADJUSTED  
 MV0171  ___________________________________________________________________
 MV0171  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 MV0171  DYNAMIC HT  -        1688.128 (meters)    5538.47  (feet)  COMP
 MV0171  MODELED GRAV-     979,795.0   (mgal)                       NAVD 88
 MV0171
 MV0171  VERT ORDER  -  FIRST     CLASS II
 MV0171
 MV0171.The horizontal coordinates were scaled from a topographic map and have
 MV0171.an estimated accuracy of +/- 6 seconds.
 MV0171
 MV0171.The orthometric height was determined by differential leveling
 MV0171.and adjusted by the National Geodetic Survey in June 1991..
 MV0171
 MV0171.The geoid height was determined by GEOID03.
 MV0171
 MV0171.The dynamic height is computed by dividing the NAVD 88
 MV0171.geopotential number by the normal gravity value computed on the
 MV0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0171.degrees latitude (g = 980.6199 gals.).
 MV0171
 MV0171.The modeled gravity was interpolated from observed gravity values.
 MV0171
 MV0171;                    North         East    Units  Estimated Accuracy
 MV0171;SPC NV W     - 4,759,230.      696,610.      MT  (+/- 180 meters Scaled)
 MV0171
 MV0171                          SUPERSEDED SURVEY CONTROL
 MV0171
 MV0171  NGVD 29 (??/??/92) 1688.209  (m)         5538.73   (f) ADJ UNCH    1 2
 MV0171
 MV0171.Superseded values are not recommended for survey control.
 MV0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0171.See file dsdata.txt to determine how the superseded data were derived.
 MV0171
 MV0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG646074(NAD 83)
 MV0171_MARKER: DB = BENCH MARK DISK
 MV0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0171_STAMPING: K 48 1934
 MV0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0171+STABILITY: SURFACE MOTION
 MV0171
 MV0171  HISTORY     - Date     Condition        Report By
 MV0171  HISTORY     - 1934     MONUMENTED       CGS
 MV0171  HISTORY     - 1941     GOOD             NGS
 MV0171
 MV0171                          STATION DESCRIPTION
 MV0171
 MV0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0171'1.3 MI E FROM VYA.
 MV0171'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 8 A FROM THE VYA HIGHWAY
 MV0171'JUNCTION ABOUT 1 MILE SOUTHEAST OF VYA, WASHOE COUNTY, AND 38 FEET
 MV0171'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K
 MV0171'48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MV0171
 MV0171                          STATION RECOVERY (1941)
 MV0171
 MV0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MV0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0192 ***********************************************************************
 MV0192  DESIGNATION -  K 49
 MV0192  PID         -  MV0192
 MV0192  STATE/COUNTY-  NV/WASHOE
 MV0192  USGS QUAD   -  CROOKS MEADOW (1966)
 MV0192
 MV0192                         *CURRENT SURVEY CONTROL
 MV0192  ___________________________________________________________________
 MV0192* NAD 83(1986)-  41 45 09.     (N)    119 53 28.     (W)     SCALED    
 MV0192* NAVD 88     -      1885.846  (meters)    6187.15   (feet)  POSTED    
 MV0192  ___________________________________________________________________
 MV0192  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 MV0192  DYNAMIC HT  -        1884.440 (meters)    6182.53  (feet)  COMP
 MV0192  MODELED GRAV-     979,810.5   (mgal)                       NAVD 88
 MV0192
 MV0192  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 MV0192
 MV0192.The horizontal coordinates were scaled from a topographic map and have
 MV0192.an estimated accuracy of +/- 6 seconds.
 MV0192
 MV0192.The orthometric height was determined by differential leveling
 MV0192.and adjusted by the National Geodetic Survey in 1992..
 MV0192.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 MV0192.rate of 4.1 thru 8.0 mm/km.
 MV0192
 MV0192.The geoid height was determined by GEOID03.
 MV0192
 MV0192.The dynamic height is computed by dividing the NAVD 88
 MV0192.geopotential number by the normal gravity value computed on the
 MV0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0192.degrees latitude (g = 980.6199 gals.).
 MV0192
 MV0192.The modeled gravity was interpolated from observed gravity values.
 MV0192
 MV0192;                    North         East    Units  Estimated Accuracy
 MV0192;SPC NV W     - 4,778,040.      691,240.      MT  (+/- 180 meters Scaled)
 MV0192
 MV0192                          SUPERSEDED SURVEY CONTROL
 MV0192
 MV0192  NGVD 29 (??/??/92) 1884.545  (m)         6182.88   (f) ADJ UNCH    2 0
 MV0192
 MV0192.Superseded values are not recommended for survey control.
 MV0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0192.See file dsdata.txt to determine how the superseded data were derived.
 MV0192
 MV0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG596263(NAD 83)
 MV0192_MARKER: DB = BENCH MARK DISK
 MV0192_SETTING: 80 = SET IN A BOULDER
 MV0192_SP_SET: BOULDER
 MV0192_STAMPING: K 49 1934
 MV0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0192+STABILITY: SURFACE MOTION
 MV0192
 MV0192  HISTORY     - Date     Condition        Report By
 MV0192  HISTORY     - 1934     MONUMENTED       CGS
 MV0192
 MV0192                          STATION DESCRIPTION
 MV0192
 MV0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0192'2.0 MI NW FROM SEVIER RANCH.
 MV0192'ABOUT 2.0 MILES NORTHWEST ALONG THE ROAD LEADING TO POWELL RANCH,
 MV0192'CALIFORNIA, FROM THE RANCH HOUSE AT SEVIER RANCH, WASHOE COUNTY, ABOUT
 MV0192'0.2 MILE WEST OF A GATE AT THE TOP OF A RIDGE BETWEEN LONG VALLEY AND
 MV0192'HOLY VALLEY, ON THE NORTH SIDE OF AN OLD WAGON ROAD, AND IN A BOULDER.
 MV0192'A STANDARD DISK, STAMPED K 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0429 ***********************************************************************
 LQ0429  DESIGNATION -  K 5
 LQ0429  PID         -  LQ0429
 LQ0429  STATE/COUNTY-  NV/ELKO
 LQ0429  USGS QUAD   -  HUNTER (1982)
 LQ0429
 LQ0429                         *CURRENT SURVEY CONTROL
 LQ0429  ___________________________________________________________________
 LQ0429* NAD 83(1986)-  40 46 44.     (N)    115 53 07.     (W)     SCALED    
 LQ0429* NAVD 88     -      1528.102  (meters)    5013.45   (feet)  POSTED    
 LQ0429  ___________________________________________________________________
 LQ0429  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 LQ0429  DYNAMIC HT  -        1526.850 (meters)    5009.34  (feet)  COMP
 LQ0429  MODELED GRAV-     979,752.4   (mgal)                       NAVD 88
 LQ0429
 LQ0429  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 LQ0429
 LQ0429.The horizontal coordinates were scaled from a topographic map and have
 LQ0429.an estimated accuracy of +/- 6 seconds.
 LQ0429
 LQ0429.The orthometric height was determined by differential leveling
 LQ0429.and adjusted by the National Geodetic Survey in 1992..
 LQ0429.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 LQ0429.rate of 4.1 thru 8.0 mm/km.
 LQ0429
 LQ0429.The geoid height was determined by GEOID03.
 LQ0429
 LQ0429.The dynamic height is computed by dividing the NAVD 88
 LQ0429.geopotential number by the normal gravity value computed on the
 LQ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0429.degrees latitude (g = 980.6199 gals.).
 LQ0429
 LQ0429.The modeled gravity was interpolated from observed gravity values.
 LQ0429
 LQ0429;                    North         East    Units  Estimated Accuracy
 LQ0429;SPC NV E     - 8,669,140.      174,510.      MT  (+/- 180 meters Scaled)
 LQ0429
 LQ0429                          SUPERSEDED SURVEY CONTROL
 LQ0429
 LQ0429  NGVD 29 (??/??/92) 1526.998  (m)         5009.83   (f) ADJ UNCH    1 2
 LQ0429
 LQ0429.Superseded values are not recommended for survey control.
 LQ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0429.See file dsdata.txt to determine how the superseded data were derived.
 LQ0429
 LQ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF940148(NAD 83)
 LQ0429_MARKER: Q = CHISELED SQUARE
 LQ0429_SETTING: 0 = UNSPECIFIED SETTING
 LQ0429_STAMPING: 5009.826
 LQ0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0429
 LQ0429  HISTORY     - Date     Condition        Report By
 LQ0429  HISTORY     - UNK      MONUMENTED       CGS
 LQ0429  HISTORY     - 1953     GOOD             NGS
 LQ0429
 LQ0429                          STATION DESCRIPTION
 LQ0429
 LQ0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0429'1.7 MI SW FROM AVENAL.
 LQ0429'ABOUT 1.2 MILES W. OF ARENEL, 0.3 MILE WEST OF MILEPOST 54 ONLY DESC.
 LQ0429'AVAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0282 ***********************************************************************
 GR0282  DESIGNATION -  K 50
 GR0282  PID         -  GR0282
 GR0282  STATE/COUNTY-  NV/CLARK
 GR0282  USGS QUAD   -  OVERTON BEACH (1983)
 GR0282
 GR0282                         *CURRENT SURVEY CONTROL
 GR0282  ___________________________________________________________________
 GR0282* NAD 83(1986)-  36 28 55.     (N)    114 20 13.     (W)     SCALED    
 GR0282* NAVD 88     -       367.305  (meters)    1205.07   (feet)  POSTED    
 GR0282  ___________________________________________________________________
 GR0282  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GR0282  DYNAMIC HT  -         366.950 (meters)    1203.90  (feet)  COMP
 GR0282  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 GR0282
 GR0282  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0282
 GR0282.The horizontal coordinates were scaled from a topographic map and have
 GR0282.an estimated accuracy of +/- 6 seconds.
 GR0282
 GR0282.The orthometric height was determined by differential leveling
 GR0282.and adjusted by the National Geodetic Survey in 1992..
 GR0282.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0282.rate of 4.1 thru 8.0 mm/km.
 GR0282
 GR0282.The geoid height was determined by GEOID03.
 GR0282
 GR0282.The dynamic height is computed by dividing the NAVD 88
 GR0282.geopotential number by the normal gravity value computed on the
 GR0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0282.degrees latitude (g = 980.6199 gals.).
 GR0282
 GR0282.The modeled gravity was interpolated from observed gravity values.
 GR0282
 GR0282;                    North         East    Units  Estimated Accuracy
 GR0282;SPC NV E     - 8,192,870.      311,680.      MT  (+/- 180 meters Scaled)
 GR0282
 GR0282                          SUPERSEDED SURVEY CONTROL
 GR0282
 GR0282  NGVD 29 (??/??/92)  366.651  (m)         1202.92   (f) ADJ UNCH    1 1
 GR0282
 GR0282.Superseded values are not recommended for survey control.
 GR0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0282.See file dsdata.txt to determine how the superseded data were derived.
 GR0282
 GR0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA385407(NAD 83)
 GR0282_MARKER: DB = BENCH MARK DISK
 GR0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0282_STAMPING: K 50 1934
 GR0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0282+STABILITY: SURFACE MOTION
 GR0282
 GR0282  HISTORY     - Date     Condition        Report By
 GR0282  HISTORY     - 1934     MONUMENTED       CGS
 GR0282  HISTORY     - 1950     GOOD             NGS
 GR0282  HISTORY     - 1963     GOOD             NGS
 GR0282
 GR0282                          STATION DESCRIPTION
 GR0282
 GR0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0282'41.0 MI SW FROM RIVERSIDE.
 GR0282'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0282'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0282'THENCE 13.9 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GR0282'FERRY ROAD, 0.2 MILE NORTH OF THE MOUTH OF THE VIRGIN RIVER, ABOUT 55
 GR0282'YARDS EAST OF THE EAST BANK OF THE RIVER, 125 FEET NORTHEAST OF THE
 GR0282'NORTH END OF A CUT WHERE THE ROAD ENTERS A FORD, 41 FEET SOUTHEAST OF
 GR0282'THE CENTER LINE OF THE ROAD, 3.4 FEET SOUTH OF A WITNESS POST, ABOUT 1
 GR0282'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GR0282'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 GR0282
 GR0282                          STATION RECOVERY (1963)
 GR0282
 GR0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0076 ***********************************************************************
 GR0076  DESIGNATION -  K 51
 GR0076  PID         -  GR0076
 GR0076  STATE/COUNTY-  NV/CLARK
 GR0076  USGS QUAD   -  RIVERSIDE (1983)
 GR0076
 GR0076                         *CURRENT SURVEY CONTROL
 GR0076  ___________________________________________________________________
 GR0076* NAD 83(1986)-  36 44 13.     (N)    114 11 43.     (W)     SCALED    
 GR0076* NAVD 88     -       465.261  (meters)    1526.44   (feet)  ADJUSTED  
 GR0076  ___________________________________________________________________
 GR0076  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 GR0076  DYNAMIC HT  -         464.812 (meters)    1524.97  (feet)  COMP
 GR0076  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 GR0076
 GR0076  VERT ORDER  -  FIRST     CLASS I
 GR0076
 GR0076.The horizontal coordinates were scaled from a topographic map and have
 GR0076.an estimated accuracy of +/- 6 seconds.
 GR0076
 GR0076.The orthometric height was determined by differential leveling
 GR0076.and adjusted by the National Geodetic Survey in June 1991..
 GR0076
 GR0076.The geoid height was determined by GEOID03.
 GR0076
 GR0076.The dynamic height is computed by dividing the NAVD 88
 GR0076.geopotential number by the normal gravity value computed on the
 GR0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0076.degrees latitude (g = 980.6199 gals.).
 GR0076
 GR0076.The modeled gravity was interpolated from observed gravity values.
 GR0076
 GR0076;                    North         East    Units  Estimated Accuracy
 GR0076;SPC NV E     - 8,221,340.      323,970.      MT  (+/- 180 meters Scaled)
 GR0076
 GR0076                          SUPERSEDED SURVEY CONTROL
 GR0076
 GR0076  NGVD 29 (??/??/92)  464.584  (m)         1524.22   (f) ADJ UNCH    1 1
 GR0076
 GR0076.Superseded values are not recommended for survey control.
 GR0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0076.See file dsdata.txt to determine how the superseded data were derived.
 GR0076
 GR0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA504693(NAD 83)
 GR0076_MARKER: DB = BENCH MARK DISK
 GR0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0076_STAMPING: K 51 1934
 GR0076_MARK LOGO: CGS   
 GR0076_PROJECTION: PROJECTING 28 CENTIMETERS
 GR0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0076+STABILITY: SURFACE MOTION
 GR0076
 GR0076  HISTORY     - Date     Condition        Report By
 GR0076  HISTORY     - 1934     MONUMENTED       CGS
 GR0076  HISTORY     - 1946     GOOD             NGS
 GR0076  HISTORY     - 1982     GOOD             NGS
 GR0076  HISTORY     - 1982     GOOD             NGS
 GR0076  HISTORY     - 19951007 GOOD             USPSQD
 GR0076
 GR0076                          STATION DESCRIPTION
 GR0076
 GR0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GR0076'6.2 MI W FROM BUNKERVILLE.
 GR0076'4.5 MILES WEST ALONG U. S. HIGHWAY 91 FROM BUNKERVILLE, CLARK COUNTY,
 GR0076'1.7 MILES NORTHEAST OF CAMP RIVERSIDE, AT THE JUNCTION OF A ROAD
 GR0076'LEADING TO WALCO MINES, 108 FEET EAST OF THE SOUTH HEAD WALL OF A
 GR0076'CONCRETE CULVERT, 29 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 GR0076'3 FEET NORTH OF A 5-INCH TRIANGULAR CONCRETE POST PROJECTING 2 FEET
 GR0076'ABOVE THE GROUND.  A STANDARD DISK, STAMPED K 51 1934 AND SET IN THE
 GR0076'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 GR0076
 GR0076                          STATION RECOVERY (1946)
 GR0076
 GR0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 GR0076'RECOVERED IN GOOD CONDITION.
 GR0076
 GR0076                          STATION RECOVERY (1982)
 GR0076
 GR0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0076'RECOVERED IN GOOD CONDITION. THE 1934 DESCRIPTION IS ADEQUATE EXCEPT
 GR0076'HIGHWAY 91 IS NOW STATE HIGHWAY 170 AND MILEAGE IS FROM MAIN STREET IN
 GR0076'BUNKERVILLE.
 GR0076'THE MARK IS 0.9 METERS  NW FROM A WITNESS POST.
 GR0076'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 GR0076
 GR0076                          STATION RECOVERY (1982)
 GR0076
 GR0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0076'RECOVERED IN GOOD CONDITION.
 GR0076
 GR0076                          STATION RECOVERY (1995)
 GR0076
 GR0076'RECOVERY NOTE BY US POWER SQUADRON 1995
 GR0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0532 ***********************************************************************
 MT0532  DESIGNATION -  K 52
 MT0532  PID         -  MT0532
 MT0532  STATE/COUNTY-  NV/ELKO
 MT0532  USGS QUAD   -  DINNER STATION (1971)
 MT0532
 MT0532                         *CURRENT SURVEY CONTROL
 MT0532  ___________________________________________________________________
 MT0532* NAD 83(1986)-  41 01 05.     (N)    115 51 07.     (W)     SCALED    
 MT0532* NAVD 88     -      1869.386  (meters)    6133.14   (feet)  ADJUSTED  
 MT0532  ___________________________________________________________________
 MT0532  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 MT0532  DYNAMIC HT  -        1867.793 (meters)    6127.92  (feet)  COMP
 MT0532  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 MT0532
 MT0532  VERT ORDER  -  FIRST     CLASS II
 MT0532
 MT0532.The horizontal coordinates were scaled from a topographic map and have
 MT0532.an estimated accuracy of +/- 6 seconds.
 MT0532
 MT0532.The orthometric height was determined by differential leveling
 MT0532.and adjusted by the National Geodetic Survey in June 1991..
 MT0532
 MT0532.The geoid height was determined by GEOID03.
 MT0532
 MT0532.The dynamic height is computed by dividing the NAVD 88
 MT0532.geopotential number by the normal gravity value computed on the
 MT0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0532.degrees latitude (g = 980.6199 gals.).
 MT0532
 MT0532.The modeled gravity was interpolated from observed gravity values.
 MT0532
 MT0532;                    North         East    Units  Estimated Accuracy
 MT0532;SPC NV E     - 8,695,690.      177,410.      MT  (+/- 180 meters Scaled)
 MT0532
 MT0532                          SUPERSEDED SURVEY CONTROL
 MT0532
 MT0532  NGVD 29 (??/??/92) 1868.202  (m)         6129.26   (f) ADJ UNCH    1 2
 MT0532
 MT0532.Superseded values are not recommended for survey control.
 MT0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0532.See file dsdata.txt to determine how the superseded data were derived.
 MT0532
 MT0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF965413(NAD 83)
 MT0532_MARKER: DB = BENCH MARK DISK
 MT0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0532_STAMPING: K 52 1934
 MT0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0532+STABILITY: SURFACE MOTION
 MT0532
 MT0532  HISTORY     - Date     Condition        Report By
 MT0532  HISTORY     - 1934     MONUMENTED       CGS
 MT0532  HISTORY     - 1971     GOOD             USGS
 MT0532
 MT0532                          STATION DESCRIPTION
 MT0532
 MT0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0532'15.5 MI NW FROM ELKO.
 MT0532'15.5 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE COUNTY COURTHOUSE
 MT0532'AT ELKO, ELKO COUNTY, 900 FEET SOUTHEAST OF A CORRUGATED-IRON PIPE
 MT0532'CULVERT, 64 FEET SOUTHEAST OF THE CROSSING OF A ROW OF POLES, 36 FEET
 MT0532'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 61 FEET SOUTHWEST OF A
 MT0532'POLE.  A STANDARD DISK, STAMPED K 52 1934 AND SET IN THE TOP OF A
 MT0532'CONCRETE POST.
 MT0532
 MT0532                          STATION RECOVERY (1971)
 MT0532
 MT0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MT0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0002 ***********************************************************************
 MU0002  DESIGNATION -  K 53
 MU0002  PID         -  MU0002
 MU0002  STATE/COUNTY-  NV/ELKO
 MU0002  USGS QUAD   -  DEEP CREEK (1987)
 MU0002
 MU0002                         *CURRENT SURVEY CONTROL
 MU0002  ___________________________________________________________________
 MU0002* NAD 83(1986)-  41 33 48.     (N)    116 08 53.     (W)     SCALED    
 MU0002* NAVD 88     -      1738.671  (meters)    5704.29   (feet)  ADJUSTED  
 MU0002  ___________________________________________________________________
 MU0002  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 MU0002  DYNAMIC HT  -        1737.294 (meters)    5699.77  (feet)  COMP
 MU0002  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 MU0002
 MU0002  VERT ORDER  -  FIRST     CLASS II
 MU0002
 MU0002.The horizontal coordinates were scaled from a topographic map and have
 MU0002.an estimated accuracy of +/- 6 seconds.
 MU0002
 MU0002.The orthometric height was determined by differential leveling
 MU0002.and adjusted by the National Geodetic Survey in June 1991..
 MU0002
 MU0002.The geoid height was determined by GEOID03.
 MU0002
 MU0002.The dynamic height is computed by dividing the NAVD 88
 MU0002.geopotential number by the normal gravity value computed on the
 MU0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0002.degrees latitude (g = 980.6199 gals.).
 MU0002
 MU0002.The modeled gravity was interpolated from observed gravity values.
 MU0002
 MU0002;                    North         East    Units  Estimated Accuracy
 MU0002;SPC NV E     - 8,756,360.      152,900.      MT  (+/- 180 meters Scaled)
 MU0002
 MU0002                          SUPERSEDED SURVEY CONTROL
 MU0002
 MU0002  NGVD 29 (??/??/92) 1737.477  (m)         5700.37   (f) ADJ UNCH    1 2
 MU0002
 MU0002.Superseded values are not recommended for survey control.
 MU0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0002.See file dsdata.txt to determine how the superseded data were derived.
 MU0002
 MU0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG710016(NAD 83)
 MU0002_MARKER: DB = BENCH MARK DISK
 MU0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0002_STAMPING: K 53 1934
 MU0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0002+STABILITY: SURFACE MOTION
 MU0002
 MU0002  HISTORY     - Date     Condition        Report By
 MU0002  HISTORY     - 1934     MONUMENTED       CGS
 MU0002
 MU0002                          STATION DESCRIPTION
 MU0002
 MU0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0002'17.3 MI S FROM WHITE ROCK.
 MU0002'17.3 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ZUBIETTAS STORE AT WHITE
 MU0002'ROCK, ELKO COUNTY, AT THE STATION AT DEEP CREEK, 285 FEET EAST OF THE
 MU0002'FRONT OF A BOARDING HOUSE, 243 FEET SOUTH OF THE WOODEN BRIDGE OVER
 MU0002'DEEP CREEK, 72 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 20
 MU0002'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GARAGE.  A STANDARD
 MU0002'DISK, STAMPED K 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0078 ***********************************************************************
 HP0078  DESIGNATION -  K 57
 HP0078  PID         -  HP0078
 HP0078  STATE/COUNTY-  NV/LINCOLN
 HP0078  USGS QUAD   -  PAHROC SPRING SE (1980)
 HP0078
 HP0078                         *CURRENT SURVEY CONTROL
 HP0078  ___________________________________________________________________
 HP0078* NAD 83(1986)-  37 37 21.     (N)    114 46 03.     (W)     SCALED    
 HP0078* NAVD 88     -      1561.372  (meters)    5122.60   (feet)  ADJUSTED  
 HP0078  ___________________________________________________________________
 HP0078  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 HP0078  DYNAMIC HT  -        1559.658 (meters)    5116.98  (feet)  COMP
 HP0078  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 HP0078
 HP0078  VERT ORDER  -  FIRST     CLASS II
 HP0078
 HP0078.The horizontal coordinates were scaled from a topographic map and have
 HP0078.an estimated accuracy of +/- 6 seconds.
 HP0078
 HP0078.The orthometric height was determined by differential leveling
 HP0078.and adjusted by the National Geodetic Survey in June 1991..
 HP0078
 HP0078.The geoid height was determined by GEOID03.
 HP0078
 HP0078.The dynamic height is computed by dividing the NAVD 88
 HP0078.geopotential number by the normal gravity value computed on the
 HP0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0078.degrees latitude (g = 980.6199 gals.).
 HP0078
 HP0078.The modeled gravity was interpolated from observed gravity values.
 HP0078
 HP0078;                    North         East    Units  Estimated Accuracy
 HP0078;SPC NV E     - 8,319,020.      272,020.      MT  (+/- 180 meters Scaled)
 HP0078
 HP0078                          SUPERSEDED SURVEY CONTROL
 HP0078
 HP0078  NGVD 29 (??/??/92) 1560.361  (m)         5119.28   (f) ADJ UNCH    1 2
 HP0078
 HP0078.Superseded values are not recommended for survey control.
 HP0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0078.See file dsdata.txt to determine how the superseded data were derived.
 HP0078
 HP0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB970662(NAD 83)
 HP0078_MARKER: DB = BENCH MARK DISK
 HP0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HP0078_SP_SET: MONUMENT
 HP0078_STAMPING: K 57 1934
 HP0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0078
 HP0078  HISTORY     - Date     Condition        Report By
 HP0078  HISTORY     - 1934     MONUMENTED       CGS
 HP0078  HISTORY     - 1954     GOOD             NGS
 HP0078
 HP0078                          STATION DESCRIPTION
 HP0078
 HP0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HP0078'16.3 MI W FROM CALIENTE.
 HP0078'ABOUT 16.3 MILES WEST ALONG U. S. HIGHWAY 93 FROM THE SCHOOLHOUSE IN
 HP0078'CALIENTE, AT THE Y INTERSECTION OF THE OLD HIGHWAY AND THE NEW ROAD,
 HP0078'ABOUT 0.4 MILE EAST OF A DRAIN ACROSS THE HIGHWAY, ABOUT 1 MILE EAST
 HP0078'OF A POWER LINE, AND ABOUT 60 FEET NORTH OF THE CENTER OF THE PRESENT
 HP0078'HIGHWAY, A STANDARD DISK STAMPED AS NOTED SET IN A CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0148 ***********************************************************************
 HP0148  DESIGNATION -  K 58
 HP0148  PID         -  HP0148
 HP0148  STATE/COUNTY-  NV/LINCOLN
 HP0148  USGS QUAD   -  CRESCENT RESERVOIR (1983)
 HP0148
 HP0148                         *CURRENT SURVEY CONTROL
 HP0148  ___________________________________________________________________
 HP0148* NAD 83(1986)-  37 25 33.     (N)    115 26 42.     (W)     SCALED    
 HP0148* NAVD 88     -      1371.063  (meters)    4498.23   (feet)  ADJUSTED  
 HP0148  ___________________________________________________________________
 HP0148  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 HP0148  DYNAMIC HT  -        1369.558 (meters)    4493.29  (feet)  COMP
 HP0148  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 HP0148
 HP0148  VERT ORDER  -  FIRST     CLASS II
 HP0148
 HP0148.The horizontal coordinates were scaled from a topographic map and have
 HP0148.an estimated accuracy of +/- 6 seconds.
 HP0148
 HP0148.The orthometric height was determined by differential leveling
 HP0148.and adjusted by the National Geodetic Survey in June 1991..
 HP0148
 HP0148.The geoid height was determined by GEOID03.
 HP0148
 HP0148.The dynamic height is computed by dividing the NAVD 88
 HP0148.geopotential number by the normal gravity value computed on the
 HP0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0148.degrees latitude (g = 980.6199 gals.).
 HP0148
 HP0148.The modeled gravity was interpolated from observed gravity values.
 HP0148
 HP0148;                    North         East    Units  Estimated Accuracy
 HP0148;SPC NV E     - 8,296,890.      212,240.      MT  (+/- 180 meters Scaled)
 HP0148
 HP0148                          SUPERSEDED SURVEY CONTROL
 HP0148
 HP0148  NGVD 29 (??/??/92) 1370.082  (m)         4495.01   (f) ADJ UNCH    1 2
 HP0148
 HP0148.Superseded values are not recommended for survey control.
 HP0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0148.See file dsdata.txt to determine how the superseded data were derived.
 HP0148
 HP0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB375432(NAD 83)
 HP0148_MARKER: DB = BENCH MARK DISK
 HP0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0148_STAMPING: K 58 1934
 HP0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0148+STABILITY: SURFACE MOTION
 HP0148
 HP0148  HISTORY     - Date     Condition        Report By
 HP0148  HISTORY     - 1934     MONUMENTED       CGS
 HP0148  HISTORY     - 1965     GOOD             NGS
 HP0148  HISTORY     - 1977     GOOD             USGS
 HP0148
 HP0148                          STATION DESCRIPTION
 HP0148
 HP0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0148'16.5 MI W FROM CRYSTAL SPRINGS.
 HP0148'16.5 MILES WEST ALONG STATE HIGHWAY 25 FROM CRYSTAL SPRINGS, LINCOLN
 HP0148'COUNTY, 16.4 MILES EAST OF TIMPAHUTE SUMMIT, AND 45 FEET WEST OF THE
 HP0148'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 58 1934 AND SET
 HP0148'IN THE TOP OF A CONCRETE POST.
 HP0148
 HP0148                          STATION RECOVERY (1965)
 HP0148
 HP0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HP0148'RECOVERED IN GOOD CONDITION.
 HP0148
 HP0148                          STATION RECOVERY (1977)
 HP0148
 HP0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HP0148'CRYSTAL SPRINGS, 16. 5 MI. W OF, ALONG STATE HWY 25, THENCE 0.3 MILES
 HP0148'SW (CROSS COUNTY) TO THE OLD HIGHWAY ALIGNMENT, 40 FT. SW OF THE OF
 HP0148'THE OLD ALIGNMENT. A STANDARD DISK, STAMPED K 58 1934 AND SET IN THE
 HP0148'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0543 ***********************************************************************
 HQ0543  DESIGNATION -  K 59
 HQ0543  PID         -  HQ0543
 HQ0543  STATE/COUNTY-  NV/LINCOLN
 HQ0543  USGS QUAD   -  REVEILLE PEAK SE (1987)
 HQ0543
 HQ0543                         *CURRENT SURVEY CONTROL
 HQ0543  ___________________________________________________________________
 HQ0543* NAD 83(1986)-  37 45 20.     (N)    116 04 33.     (W)     SCALED    
 HQ0543* NAVD 88     -      1669.714  (meters)    5478.05   (feet)  ADJUSTED  
 HQ0543  ___________________________________________________________________
 HQ0543  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 HQ0543  DYNAMIC HT  -        1667.827 (meters)    5471.86  (feet)  COMP
 HQ0543  MODELED GRAV-     979,440.9   (mgal)                       NAVD 88
 HQ0543
 HQ0543  VERT ORDER  -  FIRST     CLASS II
 HQ0543
 HQ0543.The horizontal coordinates were scaled from a topographic map and have
 HQ0543.an estimated accuracy of +/- 6 seconds.
 HQ0543
 HQ0543.The orthometric height was determined by differential leveling
 HQ0543.and adjusted by the National Geodetic Survey in June 1991..
 HQ0543
 HQ0543.The geoid height was determined by GEOID03.
 HQ0543
 HQ0543.The dynamic height is computed by dividing the NAVD 88
 HQ0543.geopotential number by the normal gravity value computed on the
 HQ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0543.degrees latitude (g = 980.6199 gals.).
 HQ0543
 HQ0543.The modeled gravity was interpolated from observed gravity values.
 HQ0543
 HQ0543;                    North         East    Units  Estimated Accuracy
 HQ0543;SPC NV E     - 8,333,590.      156,600.      MT  (+/- 180 meters Scaled)
 HQ0543
 HQ0543                          SUPERSEDED SURVEY CONTROL
 HQ0543
 HQ0543  NGVD 29 (??/??/92) 1668.642  (m)         5474.54   (f) ADJ UNCH    1 2
 HQ0543
 HQ0543.Superseded values are not recommended for survey control.
 HQ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0543.See file dsdata.txt to determine how the superseded data were derived.
 HQ0543
 HQ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB814790(NAD 83)
 HQ0543_MARKER: DB = BENCH MARK DISK
 HQ0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0543_STAMPING: K 59 1934
 HQ0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0543+STABILITY: SURFACE MOTION
 HQ0543
 HQ0543  HISTORY     - Date     Condition        Report By
 HQ0543  HISTORY     - 1934     MONUMENTED       CGS
 HQ0543  HISTORY     - 1955     GOOD             NGS
 HQ0543
 HQ0543                          STATION DESCRIPTION
 HQ0543
 HQ0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HQ0543'60.8 MI W FROM CRYSTAL SPRINGS.
 HQ0543'IN NYE COUNTY, 60.8 MILES WEST ALONG STATE HIGHWAY 25 FROM
 HQ0543'CRYSTAL SPRINGS, LINCOLN COUNTY, 2.7 MILES EAST OF REEDS RANCH,
 HQ0543'AND 51.1 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 HQ0543'DISK, STAMPED K 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HQ0543'NOTE-- REEDS RANCH HAS BEEN MOVED AND THE LOCATION IS NOW KNOWN
 HQ0543'AS CEDAR PIPE LINE CAMP (OWNED BY MR. REED.)
 HQ0543
 HQ0543                          STATION RECOVERY (1955)
 HQ0543
 HQ0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 HQ0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0205 ***********************************************************************
 LR0205  DESIGNATION -  K 6
 LR0205  PID         -  LR0205
 LR0205  STATE/COUNTY-  NV/LANDER
 LR0205  USGS QUAD   -  BATEMAN SPRING (1986)
 LR0205
 LR0205                         *CURRENT SURVEY CONTROL
 LR0205  ___________________________________________________________________
 LR0205* NAD 83(1986)-  40 36 44.     (N)    116 49 53.     (W)     SCALED    
 LR0205* NAVD 88     -      1381.605  (meters)    4532.82   (feet)  ADJUSTED  
 LR0205  ___________________________________________________________________
 LR0205  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 LR0205  DYNAMIC HT  -        1380.473 (meters)    4529.10  (feet)  COMP
 LR0205  MODELED GRAV-     979,758.0   (mgal)                       NAVD 88
 LR0205
 LR0205  VERT ORDER  -  FIRST     CLASS II
 LR0205
 LR0205.The horizontal coordinates were scaled from a topographic map and have
 LR0205.an estimated accuracy of +/- 6 seconds.
 LR0205
 LR0205.The orthometric height was determined by differential leveling
 LR0205.and adjusted by the National Geodetic Survey in June 1991..
 LR0205.WARNING-Repeat measurements at this control monument indicate possible
 LR0205.vertical movement.
 LR0205
 LR0205.The geoid height was determined by GEOID03.
 LR0205
 LR0205.The dynamic height is computed by dividing the NAVD 88
 LR0205.geopotential number by the normal gravity value computed on the
 LR0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0205.degrees latitude (g = 980.6199 gals.).
 LR0205
 LR0205.The modeled gravity was interpolated from observed gravity values.
 LR0205
 LR0205;                    North         East    Units  Estimated Accuracy
 LR0205;SPC NV C     - 6,650,600.      486,060.      MT  (+/- 180 meters Scaled)
 LR0205
 LR0205                          SUPERSEDED SURVEY CONTROL
 LR0205
 LR0205  NGVD 29 (??/??/92) 1380.530  (m)         4529.29   (f) ADJ UNCH    1 2
 LR0205
 LR0205.Superseded values are not recommended for survey control.
 LR0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0205.See file dsdata.txt to determine how the superseded data were derived.
 LR0205
 LR0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE142957(NAD 83)
 LR0205_MARKER: Z = SEE DESCRIPTION
 LR0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0205
 LR0205  HISTORY     - Date     Condition        Report By
 LR0205  HISTORY     - UNK      MONUMENTED       CGS
 LR0205  HISTORY     - 1953     GOOD             NGS
 LR0205  HISTORY     - 1984     GOOD             NGS
 LR0205
 LR0205                          STATION DESCRIPTION
 LR0205
 LR0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0205'6.1 MI SE FROM BATTLE MOUNTAIN.
 LR0205'6.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0205'THE STATION AT BATTLE MOUNTAIN, 144 1/2 FEET SOUTHWEST OF AND ACROSS
 LR0205'THE TRACK FROM MILEPOLE 482, 12 1/2 RAILS EAST OF THE ROSNY SIDING
 LR0205'SIGN, ABOUT 100 YARDS NORTH OF THE CENTER LINE OF THE HIGHWAY, 68.1
 LR0205'FEET SOUTH OF THE SOUTH RAIL, 14 1/2 FEET NORTH OF THE CENTER LINE OF
 LR0205'A TRACK ROAD, 5 1/2 FEET SOUTHWEST OF TELEGRAPH POLE 52B, 1.1 FEET
 LR0205'NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND
 LR0205'FLANKED BY THE CHISELED LETTERS USBM IN THE TOP OF A SANDSTONE POST
 LR0205'PROJECTING 1.2 FEET ABOVE THE GROUND.
 LR0205
 LR0205                          STATION RECOVERY (1984)
 LR0205
 LR0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0264 ***********************************************************************
 HP0264  DESIGNATION -  K 60
 HP0264  PID         -  HP0264
 HP0264  STATE/COUNTY-  NV/LINCOLN
 HP0264  USGS QUAD   -  WHITE BLOTCH SPRINGS (1988)
 HP0264
 HP0264                         *CURRENT SURVEY CONTROL
 HP0264  ___________________________________________________________________
 HP0264* NAD 83(1986)-  37 34 15.     (N)    115 55 00.     (W)     SCALED    
 HP0264* NAVD 88     -      1592.829  (meters)    5225.81   (feet)  ADJUSTED  
 HP0264  ___________________________________________________________________
 HP0264  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 HP0264  DYNAMIC HT  -        1591.022 (meters)    5219.88  (feet)  COMP
 HP0264  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 HP0264
 HP0264  VERT ORDER  -  SECOND    CLASS 0
 HP0264
 HP0264.The horizontal coordinates were scaled from a topographic map and have
 HP0264.an estimated accuracy of +/- 6 seconds.
 HP0264
 HP0264.The orthometric height was determined by differential leveling
 HP0264.and adjusted by the National Geodetic Survey in June 1991..
 HP0264
 HP0264.The geoid height was determined by GEOID03.
 HP0264
 HP0264.The dynamic height is computed by dividing the NAVD 88
 HP0264.geopotential number by the normal gravity value computed on the
 HP0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0264.degrees latitude (g = 980.6199 gals.).
 HP0264
 HP0264.The modeled gravity was interpolated from observed gravity values.
 HP0264
 HP0264;                    North         East    Units  Estimated Accuracy
 HP0264;SPC NV E     - 8,313,030.      170,560.      MT  (+/- 180 meters Scaled)
 HP0264
 HP0264                          SUPERSEDED SURVEY CONTROL
 HP0264
 HP0264  NGVD 29 (??/??/92) 1591.771  (m)         5222.34   (f) ADJ UNCH    2 0
 HP0264
 HP0264.Superseded values are not recommended for survey control.
 HP0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0264.See file dsdata.txt to determine how the superseded data were derived.
 HP0264
 HP0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB956587(NAD 83)
 HP0264_MARKER: DB = BENCH MARK DISK
 HP0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0264_STAMPING: K 60 1934
 HP0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0264+STABILITY: SURFACE MOTION
 HP0264
 HP0264  HISTORY     - Date     Condition        Report By
 HP0264  HISTORY     - 1934     MONUMENTED       CGS
 HP0264
 HP0264                          STATION DESCRIPTION
 HP0264
 HP0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0264'23.3 MI N FROM GROOM.
 HP0264'23.3 MILES NORTH ALONG THE SAND SPRINGS ROAD FROM GROOM, LINCOLN
 HP0264'COUNTY, 0.8 MILE NORTHEAST OF A ROAD JUNCTION, 43 FEET SOUTHEAST OF
 HP0264'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED K 60 1934 AND
 HP0264'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0010 ***********************************************************************
 KP0010  DESIGNATION -  K 61
 KP0010  PID         -  KP0010
 KP0010  STATE/COUNTY-  NV/WHITE PINE
 KP0010  USGS QUAD   -  SUNSET RESERVOIR (1986)
 KP0010
 KP0010                         *CURRENT SURVEY CONTROL
 KP0010  ___________________________________________________________________
 KP0010* NAD 83(1986)-  39 53 19.     (N)    114 19 51.     (W)     SCALED    
 KP0010* NAVD 88     -      1734.012  (meters)    5689.00   (feet)  ADJUSTED  
 KP0010  ___________________________________________________________________
 KP0010  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 KP0010  DYNAMIC HT  -        1732.337 (meters)    5683.51  (feet)  COMP
 KP0010  MODELED GRAV-     979,598.9   (mgal)                       NAVD 88
 KP0010
 KP0010  VERT ORDER  -  FIRST     CLASS II
 KP0010
 KP0010.The horizontal coordinates were scaled from a topographic map and have
 KP0010.an estimated accuracy of +/- 6 seconds.
 KP0010
 KP0010.The orthometric height was determined by differential leveling
 KP0010.and adjusted by the National Geodetic Survey in June 1991..
 KP0010
 KP0010.The geoid height was determined by GEOID03.
 KP0010
 KP0010.The dynamic height is computed by dividing the NAVD 88
 KP0010.geopotential number by the normal gravity value computed on the
 KP0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0010.degrees latitude (g = 980.6199 gals.).
 KP0010
 KP0010.The modeled gravity was interpolated from observed gravity values.
 KP0010
 KP0010;                    North         East    Units  Estimated Accuracy
 KP0010;SPC NV E     - 8,571,000.      307,120.      MT  (+/- 180 meters Scaled)
 KP0010
 KP0010                          SUPERSEDED SURVEY CONTROL
 KP0010
 KP0010  NGVD 29 (??/??/92) 1732.843  (m)         5685.17   (f) ADJ UNCH    1 2
 KP0010
 KP0010.Superseded values are not recommended for survey control.
 KP0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0010.See file dsdata.txt to determine how the superseded data were derived.
 KP0010
 KP0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQE282188(NAD 83)
 KP0010_MARKER: DB = BENCH MARK DISK
 KP0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0010_STAMPING: K 61 1934
 KP0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0010+STABILITY: SURFACE MOTION
 KP0010
 KP0010  HISTORY     - Date     Condition        Report By
 KP0010  HISTORY     - 1934     MONUMENTED       CGS
 KP0010
 KP0010                          STATION DESCRIPTION
 KP0010
 KP0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0010'2.0 MI E FROM TIPPETT.
 KP0010'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 2 FROM TIPPETT, WHITE PINE
 KP0010'COUNTY, AND 37 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 KP0010'STANDARD DISK, STAMPED K 61 1934 AND SET IN THE TOP OF A CONCRETE
 KP0010'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0019 ***********************************************************************
 HP0019  DESIGNATION -  K 62
 HP0019  PID         -  HP0019
 HP0019  STATE/COUNTY-  NV/LINCOLN
 HP0019  USGS QUAD   -  INDIAN COVE (1972)
 HP0019
 HP0019                         *CURRENT SURVEY CONTROL
 HP0019  ___________________________________________________________________
 HP0019* NAD 83(1986)-  37 42 37.     (N)    114 27 21.     (W)     SCALED    
 HP0019* NAVD 88     -      1398.868  (meters)    4589.45   (feet)  ADJUSTED  
 HP0019  ___________________________________________________________________
 HP0019  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 HP0019  DYNAMIC HT  -        1397.339 (meters)    4584.44  (feet)  COMP
 HP0019  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 HP0019
 HP0019  VERT ORDER  -  SECOND    CLASS 0
 HP0019
 HP0019.The horizontal coordinates were scaled from a topographic map and have
 HP0019.an estimated accuracy of +/- 6 seconds.
 HP0019
 HP0019.The orthometric height was determined by differential leveling
 HP0019.and adjusted by the National Geodetic Survey in June 1991..
 HP0019
 HP0019.The geoid height was determined by GEOID03.
 HP0019
 HP0019.The dynamic height is computed by dividing the NAVD 88
 HP0019.geopotential number by the normal gravity value computed on the
 HP0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0019.degrees latitude (g = 980.6199 gals.).
 HP0019
 HP0019.The modeled gravity was interpolated from observed gravity values.
 HP0019
 HP0019;                    North         East    Units  Estimated Accuracy
 HP0019;SPC NV E     - 8,329,050.      299,410.      MT  (+/- 180 meters Scaled)
 HP0019
 HP0019                          SUPERSEDED SURVEY CONTROL
 HP0019
 HP0019  NGVD 29 (??/??/92) 1397.816  (m)         4586.00   (f) ADJ UNCH    2 0
 HP0019
 HP0019.Superseded values are not recommended for survey control.
 HP0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0019.See file dsdata.txt to determine how the superseded data were derived.
 HP0019
 HP0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB242767(NAD 83)
 HP0019_MARKER: DB = BENCH MARK DISK
 HP0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0019_STAMPING: K 62 1934
 HP0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0019+STABILITY: SURFACE MOTION
 HP0019
 HP0019  HISTORY     - Date     Condition        Report By
 HP0019  HISTORY     - 1934     MONUMENTED       CGS
 HP0019  HISTORY     - 1972     GOOD             USGS
 HP0019
 HP0019                          STATION DESCRIPTION
 HP0019
 HP0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0019'7.6 MI N FROM CALIENTE.
 HP0019'7.6 MILES NORTH ALONG THE LOS ANGELES AND SALT LAKE RAILROAD FROM
 HP0019'CALIENTE, LINCOLN COUNTY, OPPOSITE THE THIRD POLE SOUTH OF MILEPOST 8,
 HP0019'97 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET EAST OF A
 HP0019'FENCE LINE.  A STANDARD DISK, STAMPED K 62 1934 AND SET IN THE TOP OF
 HP0019'A CONCRETE POST.
 HP0019
 HP0019                          STATION RECOVERY (1972)
 HP0019
 HP0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HP0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0019 ***********************************************************************
 JP0019  DESIGNATION -  K 63
 JP0019  PID         -  JP0019
 JP0019  STATE/COUNTY-  NV/LINCOLN
 JP0019  USGS QUAD   -  PONY SPRINGS (1973)
 JP0019
 JP0019                         *CURRENT SURVEY CONTROL
 JP0019  ___________________________________________________________________
 JP0019* NAD 83(1994)-  38 19 06.14833(N)    114 36 25.40355(W)     ADJUSTED  
 JP0019* NAVD 88     -      1879.554  (meters)    6166.50   (feet)  ADJUSTED  
 JP0019  ___________________________________________________________________
 JP0019  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 JP0019  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 JP0019  DYNAMIC HT  -        1877.430 (meters)    6159.53  (feet)  COMP
 JP0019  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 JP0019
 JP0019  HORZ ORDER  -  SECOND
 JP0019  VERT ORDER  -  SECOND    CLASS 0
 JP0019
 JP0019.The horizontal coordinates were established by classical geodetic methods
 JP0019.and adjusted by the National Geodetic Survey in June 1998..
 JP0019
 JP0019.The orthometric height was determined by differential leveling
 JP0019.and adjusted by the National Geodetic Survey in June 1991..
 JP0019
 JP0019.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0019
 JP0019.The geoid height was determined by GEOID03.
 JP0019
 JP0019.The dynamic height is computed by dividing the NAVD 88
 JP0019.geopotential number by the normal gravity value computed on the
 JP0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0019.degrees latitude (g = 980.6199 gals.).
 JP0019
 JP0019.The modeled gravity was interpolated from observed gravity values.
 JP0019
 JP0019;                    North         East     Units Scale Factor Converg.
 JP0019;SPC NV E     - 8,396,390.484   285,369.180   MT  0.99998972   +0 36 19.3
 JP0019;SPC NV E     -27,547,157.78    936,248.72   sFT  0.99998972   +0 36 19.3
 JP0019;UTM  11      - 4,243,849.800   709,196.698   MT  1.00013899   +1 29 03.3
 JP0019
 JP0019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0019!SPC NV E     -   0.99970868  x   0.99998972  =   0.99969840
 JP0019!UTM  11      -   0.99970868  x   1.00013899  =   0.99984763
 JP0019
 JP0019                          SUPERSEDED SURVEY CONTROL
 JP0019
 JP0019  NAD 83(1994)-  38 19 06.14799(N)    114 36 25.40343(W) AD(       ) 2
 JP0019  NAD 83(1986)-  38 19 06.13786(N)    114 36 25.40936(W) AD(       ) 2
 JP0019  NAD 27      -  38 19 06.29200(N)    114 36 22.41900(W) AD(       ) 2
 JP0019  NGVD 29 (??/??/92) 1878.314  (m)         6162.44   (f) ADJ UNCH    2 0
 JP0019
 JP0019.Superseded values are not recommended for survey control.
 JP0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0019.See file dsdata.txt to determine how the superseded data were derived.
 JP0019
 JP0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC0919743850(NAD 83)
 JP0019_MARKER: DB = BENCH MARK DISK
 JP0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0019_SP_SET: CONCRETE POST
 JP0019_STAMPING: K 63 1934
 JP0019_MARK LOGO: CGS   
 JP0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0019+STABILITY: SURFACE MOTION
 JP0019
 JP0019  HISTORY     - Date     Condition        Report By
 JP0019  HISTORY     - 1934     MONUMENTED       CGS
 JP0019  HISTORY     - 1944     GOOD             CGS
 JP0019  HISTORY     - 1944     GOOD             NGS
 JP0019  HISTORY     - 19710204 GOOD             USGS
 JP0019  HISTORY     - 19730717 GOOD             USGS
 JP0019
 JP0019                          STATION DESCRIPTION
 JP0019
 JP0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0019'29.4 MI N FROM PIOCHE.
 JP0019'29.4 MILES NORTH ALONG U. S. HIGHWAY 93 FROM PIOCHE, LINCOLN COUNTY,
 JP0019'AT PONY SPRINGS, AT THE Y-JUNCTION OF A GRADED ROAD LEADING EAST TO
 JP0019'ATLANTA, 33 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 JP0019'7.7 FEET SOUTH-SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 JP0019'DISK, STAMPED K 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JP0019
 JP0019                          STATION RECOVERY (1944)
 JP0019
 JP0019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 JP0019'THE STATION MARK 2 IS A BRONZE BENCH-MARK DISK SET IN AN 8-INCH-SQUARE
 JP0019'CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE THE GROUND AND IS
 JP0019'STAMPED K 63 1934.  IT IS 47.5 FEET W OF THE CENTER LINE OF U.S.
 JP0019'HIGHWAY 93 AND IS AT ABOUT THE SAME ELEVATION AS THE STATION
 JP0019'MARK.
 JP0019
 JP0019                          STATION RECOVERY (1944)
 JP0019
 JP0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 JP0019'RECOVERED IN GOOD CONDITION.
 JP0019
 JP0019                          STATION RECOVERY (1971)
 JP0019
 JP0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0019'RECOVERED IN GOOD CONDITION.
 JP0019
 JP0019                          STATION RECOVERY (1973)
 JP0019
 JP0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JP0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0043 ***********************************************************************
 JP0043  DESIGNATION -  K 64
 JP0043  PID         -  JP0043
 JP0043  STATE/COUNTY-  NV/WHITE PINE
 JP0043  USGS QUAD   -  NORTH SPRING POINT (1973)
 JP0043
 JP0043                         *CURRENT SURVEY CONTROL
 JP0043  ___________________________________________________________________
 JP0043* NAD 83(1986)-  38 57 44.     (N)    114 31 27.     (W)     SCALED    
 JP0043* NAVD 88     -      1834.535  (meters)    6018.80   (feet)  ADJUSTED  
 JP0043  ___________________________________________________________________
 JP0043  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 JP0043  DYNAMIC HT  -        1832.545 (meters)    6012.27  (feet)  COMP
 JP0043  MODELED GRAV-     979,478.6   (mgal)                       NAVD 88
 JP0043
 JP0043  VERT ORDER  -  SECOND    CLASS 0
 JP0043
 JP0043.The horizontal coordinates were scaled from a topographic map and have
 JP0043.an estimated accuracy of +/- 6 seconds.
 JP0043
 JP0043.The orthometric height was determined by differential leveling
 JP0043.and adjusted by the National Geodetic Survey in June 1991..
 JP0043
 JP0043.The geoid height was determined by GEOID03.
 JP0043
 JP0043.The dynamic height is computed by dividing the NAVD 88
 JP0043.geopotential number by the normal gravity value computed on the
 JP0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0043.degrees latitude (g = 980.6199 gals.).
 JP0043
 JP0043.The modeled gravity was interpolated from observed gravity values.
 JP0043
 JP0043;                    North         East    Units  Estimated Accuracy
 JP0043;SPC NV E     - 8,467,940.      291,790.      MT  (+/- 180 meters Scaled)
 JP0043
 JP0043                          SUPERSEDED SURVEY CONTROL
 JP0043
 JP0043  NGVD 29 (??/??/92) 1833.269  (m)         6014.65   (f) ADJ UNCH    2 0
 JP0043
 JP0043.Superseded values are not recommended for survey control.
 JP0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0043.See file dsdata.txt to determine how the superseded data were derived.
 JP0043
 JP0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD145155(NAD 83)
 JP0043_MARKER: DB = BENCH MARK DISK
 JP0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0043_STAMPING: K 64 1934
 JP0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0043+STABILITY: SURFACE MOTION
 JP0043
 JP0043  HISTORY     - Date     Condition        Report By
 JP0043  HISTORY     - 1934     MONUMENTED       CGS
 JP0043  HISTORY     - 1973     GOOD             USGS
 JP0043
 JP0043                          STATION DESCRIPTION
 JP0043
 JP0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0043'33.3 MI S FROM ELY.
 JP0043'33.3 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM ELY, WHITE PINE COUNTY,
 JP0043'70 YARDS SOUTH OF A 15-INCH IRON CULVERT, AND 75 FEET WEST OF THE
 JP0043'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 64 1934 AND SET
 JP0043'IN THE TOP OF A CONCRETE POST.
 JP0043
 JP0043                          STATION RECOVERY (1973)
 JP0043
 JP0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JP0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0450 ***********************************************************************
 LS0450  DESIGNATION -  K 65
 LS0450  PID         -  LS0450
 LS0450  STATE/COUNTY-  NV/WASHOE
 LS0450  USGS QUAD   -  RYE PATCH CANYON (1981)
 LS0450
 LS0450                         *CURRENT SURVEY CONTROL
 LS0450  ___________________________________________________________________
 LS0450* NAD 83(1986)-  40 58 24.     (N)    119 47 13.     (W)     SCALED    
 LS0450* NAVD 88     -      1463.628  (meters)    4801.92   (feet)  ADJUSTED  
 LS0450  ___________________________________________________________________
 LS0450  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 LS0450  DYNAMIC HT  -        1462.478 (meters)    4798.15  (feet)  COMP
 LS0450  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 LS0450
 LS0450  VERT ORDER  -  SECOND    CLASS 0
 LS0450
 LS0450.The horizontal coordinates were scaled from a topographic map and have
 LS0450.an estimated accuracy of +/- 6 seconds.
 LS0450
 LS0450.The orthometric height was determined by differential leveling
 LS0450.and adjusted by the National Geodetic Survey in June 1991..
 LS0450
 LS0450.The geoid height was determined by GEOID03.
 LS0450
 LS0450.The dynamic height is computed by dividing the NAVD 88
 LS0450.geopotential number by the normal gravity value computed on the
 LS0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0450.degrees latitude (g = 980.6199 gals.).
 LS0450
 LS0450.The modeled gravity was interpolated from observed gravity values.
 LS0450
 LS0450;                    North         East    Units  Estimated Accuracy
 LS0450;SPC NV W     - 4,691,380.      698,700.      MT  (+/- 180 meters Scaled)
 LS0450
 LS0450                          SUPERSEDED SURVEY CONTROL
 LS0450
 LS0450  NGVD 29 (??/??/92) 1462.503  (m)         4798.23   (f) ADJ UNCH    2 0
 LS0450
 LS0450.Superseded values are not recommended for survey control.
 LS0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0450.See file dsdata.txt to determine how the superseded data were derived.
 LS0450
 LS0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF655395(NAD 83)
 LS0450_MARKER: DB = BENCH MARK DISK
 LS0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0450_STAMPING: K 65 1934
 LS0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0450+STABILITY: SURFACE MOTION
 LS0450
 LS0450  HISTORY     - Date     Condition        Report By
 LS0450  HISTORY     - 1934     MONUMENTED       CGS
 LS0450  HISTORY     - 1975     MARK NOT FOUND   USGS
 LS0450
 LS0450                          STATION DESCRIPTION
 LS0450
 LS0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0450'32.6 MI SE FROM EAGLEVILLE, CALIFORNIA.
 LS0450'32.6 MILES SOUTHEAST OF EAGLEVILLE GRAMMAR SCHOOL 40 FEET SOUTH OF
 LS0450'CENTERLINE OF EAGLEVILLE TO GERLACH ROAD.
 LS0450
 LS0450                          STATION RECOVERY (1975)
 LS0450
 LS0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LS0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0152 ***********************************************************************
 MV0152  DESIGNATION -  K 66
 MV0152  PID         -  MV0152
 MV0152  STATE/COUNTY-  NV/WASHOE
 MV0152  USGS QUAD   -  YELLOW HILLS WEST (1980)
 MV0152
 MV0152                         *CURRENT SURVEY CONTROL
 MV0152  ___________________________________________________________________
 MV0152* NAD 83(1986)-  41 24 58.     (N)    119 25 25.     (W)     SCALED    
 MV0152* NAVD 88     -      1588.624  (meters)    5212.01   (feet)  ADJUSTED  
 MV0152  ___________________________________________________________________
 MV0152  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 MV0152  DYNAMIC HT  -        1587.349 (meters)    5207.83  (feet)  COMP
 MV0152  MODELED GRAV-     979,765.5   (mgal)                       NAVD 88
 MV0152
 MV0152  VERT ORDER  -  SECOND    CLASS 0
 MV0152
 MV0152.The horizontal coordinates were scaled from a topographic map and have
 MV0152.an estimated accuracy of +/- 6 seconds.
 MV0152
 MV0152.The orthometric height was determined by differential leveling
 MV0152.and adjusted by the National Geodetic Survey in June 1991..
 MV0152
 MV0152.The geoid height was determined by GEOID03.
 MV0152
 MV0152.The dynamic height is computed by dividing the NAVD 88
 MV0152.geopotential number by the normal gravity value computed on the
 MV0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0152.degrees latitude (g = 980.6199 gals.).
 MV0152
 MV0152.The modeled gravity was interpolated from observed gravity values.
 MV0152
 MV0152;                    North         East    Units  Estimated Accuracy
 MV0152;SPC NV W     - 4,740,190.      729,760.      MT  (+/- 180 meters Scaled)
 MV0152
 MV0152                          SUPERSEDED SURVEY CONTROL
 MV0152
 MV0152  NGVD 29 (??/??/92) 1587.392  (m)         5207.97   (f) ADJ UNCH    2 0
 MV0152
 MV0152.Superseded values are not recommended for survey control.
 MV0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0152.See file dsdata.txt to determine how the superseded data were derived.
 MV0152
 MV0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF974877(NAD 83)
 MV0152_MARKER: DB = BENCH MARK DISK
 MV0152_SETTING: 80 = SET IN A BOULDER
 MV0152_SP_SET: BOULDER
 MV0152_STAMPING: K 66 1934
 MV0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0152+STABILITY: SURFACE MOTION
 MV0152
 MV0152  HISTORY     - Date     Condition        Report By
 MV0152  HISTORY     - 1934     MONUMENTED       CGS
 MV0152  HISTORY     - 1937     GOOD             NGS
 MV0152
 MV0152                          STATION DESCRIPTION
 MV0152
 MV0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0152'18.6 MI SE FROM VYA.
 MV0152'18.6 MILES SOUTHEAST ALONG THE HIGH ROCK LAKE ROAD FROM THE JUNCTION
 MV0152'OF STATE HIGHWAY 8 A ABOUT 11.1 MILES EAST OF VYA, WASHOE COUNTY, 0.1
 MV0152'MILE SOUTH OF THE POINT WHERE THE ROAD CROSSES TO THE WEST SIDE OF A
 MV0152'CREEKBED, 33 FEET WEST OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A
 MV0152'LAVA BOULDER, AND ABOUT 3 FEET ABOVE THE GROUND.  A STANDARD DISK,
 MV0152'STAMPED K 66 1934.
 MV0152
 MV0152                          STATION RECOVERY (1937)
 MV0152
 MV0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 MV0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0044 ***********************************************************************
 MV0044  DESIGNATION -  K 67
 MV0044  PID         -  MV0044
 MV0044  STATE/COUNTY-  NV/HUMBOLDT
 MV0044  USGS QUAD   -  THOUSAND CREEK GORGE (1990)
 MV0044
 MV0044                         *CURRENT SURVEY CONTROL
 MV0044  ___________________________________________________________________
 MV0044* NAD 83(1986)-  41 54 29.     (N)    118 57 42.     (W)     SCALED    
 MV0044* NAVD 88     -      1371.887  (meters)    4500.93   (feet)  ADJUSTED  
 MV0044  ___________________________________________________________________
 MV0044  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 MV0044  DYNAMIC HT  -        1370.931 (meters)    4497.80  (feet)  COMP
 MV0044  MODELED GRAV-     979,878.6   (mgal)                       NAVD 88
 MV0044
 MV0044  VERT ORDER  -  FIRST     CLASS II
 MV0044
 MV0044.The horizontal coordinates were scaled from a topographic map and have
 MV0044.an estimated accuracy of +/- 6 seconds.
 MV0044
 MV0044.The orthometric height was determined by differential leveling
 MV0044.and adjusted by the National Geodetic Survey in June 1991..
 MV0044
 MV0044.The geoid height was determined by GEOID03.
 MV0044
 MV0044.The dynamic height is computed by dividing the NAVD 88
 MV0044.geopotential number by the normal gravity value computed on the
 MV0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0044.degrees latitude (g = 980.6199 gals.).
 MV0044
 MV0044.The modeled gravity was interpolated from observed gravity values.
 MV0044
 MV0044;                    North         East    Units  Estimated Accuracy
 MV0044;SPC NV W     - 4,794,560.      768,610.      MT  (+/- 180 meters Scaled)
 MV0044
 MV0044                          SUPERSEDED SURVEY CONTROL
 MV0044
 MV0044  NGVD 29 (??/??/92) 1370.705  (m)         4497.05   (f) ADJ UNCH    1 2
 MV0044
 MV0044.Superseded values are not recommended for survey control.
 MV0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0044.See file dsdata.txt to determine how the superseded data were derived.
 MV0044
 MV0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG373414(NAD 83)
 MV0044_MARKER: DB = BENCH MARK DISK
 MV0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0044_STAMPING: K 67 U934
 MV0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0044+STABILITY: SURFACE MOTION
 MV0044
 MV0044  HISTORY     - Date     Condition        Report By
 MV0044  HISTORY     - 1934     MONUMENTED       CGS
 MV0044
 MV0044                          STATION DESCRIPTION
 MV0044
 MV0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0044'24.3 MI SW FROM DENIO.
 MV0044'DENIO, HUMBOLDT COUNTY, NEVADA, 3.0 MILES SOUTH OF, THENCE 21.3 MILES
 MV0044'WEST ALONG STATE HIGHWAY 8A, 13.8 MILES EAST OF THE CEDARVILLE
 MV0044'JUNCTION, 1300 FEET SOUTHEAST OF HIGHWAY 8A, 278 FEET WEST OF ROAD
 MV0044'FORK, 41 FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY, 37 FEET
 MV0044'SOUTH OF THE CENTERLINE OF A DIRT ROAD.  A STANDARD DISK, STAMPED K 67
 MV0044'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0066 ***********************************************************************
 MV0066  DESIGNATION -  K 68
 MV0066  PID         -  MV0066
 MV0066  STATE/COUNTY-  NV/HUMBOLDT
 MV0066  USGS QUAD   -  NEW YORK PEAK (1990)
 MV0066
 MV0066                         *CURRENT SURVEY CONTROL
 MV0066  ___________________________________________________________________
 MV0066* NAD 83(1986)-  41 35 55.     (N)    118 51 33.     (W)     SCALED    
 MV0066* NAVD 88     -      1476.877  (meters)    4845.39   (feet)  ADJUSTED  
 MV0066  ___________________________________________________________________
 MV0066  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 MV0066  DYNAMIC HT  -        1475.793 (meters)    4841.83  (feet)  COMP
 MV0066  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 MV0066
 MV0066  VERT ORDER  -  SECOND    CLASS 0
 MV0066
 MV0066.The horizontal coordinates were scaled from a topographic map and have
 MV0066.an estimated accuracy of +/- 6 seconds.
 MV0066
 MV0066.The orthometric height was determined by differential leveling
 MV0066.and adjusted by the National Geodetic Survey in June 1991..
 MV0066
 MV0066.The geoid height was determined by GEOID03.
 MV0066
 MV0066.The dynamic height is computed by dividing the NAVD 88
 MV0066.geopotential number by the normal gravity value computed on the
 MV0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0066.degrees latitude (g = 980.6199 gals.).
 MV0066
 MV0066.The modeled gravity was interpolated from observed gravity values.
 MV0066
 MV0066;                    North         East    Units  Estimated Accuracy
 MV0066;SPC NV W     - 4,760,160.      777,010.      MT  (+/- 180 meters Scaled)
 MV0066
 MV0066                          SUPERSEDED SURVEY CONTROL
 MV0066
 MV0066  NGVD 29 (??/??/92) 1475.749  (m)         4841.69   (f) ADJ UNCH    2 0
 MV0066
 MV0066.Superseded values are not recommended for survey control.
 MV0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0066.See file dsdata.txt to determine how the superseded data were derived.
 MV0066
 MV0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG450068(NAD 83)
 MV0066_MARKER: DB = BENCH MARK DISK
 MV0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0066_STAMPING: K 68 1934
 MV0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0066+STABILITY: SURFACE MOTION
 MV0066
 MV0066  HISTORY     - Date     Condition        Report By
 MV0066  HISTORY     - 1934     MONUMENTED       CGS
 MV0066
 MV0066                          STATION DESCRIPTION
 MV0066
 MV0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0066'13.3 MI NW FROM LEONARD CREEK RANCH.
 MV0066'13.3 MILES NORTHWEST ALONG THE ROAD LEADING TO DENIO, NEVADA, FROM THE
 MV0066'SCHOOLHOUSE AT LEONARD CREEK RANCH, HUMBOLDT COUNTY, EAST OF THE SOUTH
 MV0066'GATE TO A MEADOW, 40 FEET EAST OF THE CENTERLINE OF THE ROAD, AND IN
 MV0066'LINE WITH A FENCE.  A STANDARD DISK, STAMPED K 68 1934 AND SET IN THE
 MV0066'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0438 ***********************************************************************
 LS0438  DESIGNATION -  K 71
 LS0438  PID         -  LS0438
 LS0438  STATE/COUNTY-  NV/WASHOE
 LS0438  USGS QUAD   -  SAND PASS (1980)
 LS0438
 LS0438                         *CURRENT SURVEY CONTROL
 LS0438  ___________________________________________________________________
 LS0438* NAD 83(1986)-  40 15 18.     (N)    119 45 38.     (W)     SCALED    
 LS0438* NAVD 88     -      1262.519  (meters)    4142.11   (feet)  POSTED    
 LS0438  ___________________________________________________________________
 LS0438  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 LS0438  DYNAMIC HT  -        1261.530 (meters)    4138.87  (feet)  COMP
 LS0438  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 LS0438
 LS0438  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0438
 LS0438.The horizontal coordinates were scaled from a topographic map and have
 LS0438.an estimated accuracy of +/- 6 seconds.
 LS0438
 LS0438.The orthometric height was determined by differential leveling
 LS0438.and adjusted by the National Geodetic Survey in 1992..
 LS0438.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0438.rate of 0.0 thru 1.0 mm/km.
 LS0438
 LS0438.The geoid height was determined by GEOID03.
 LS0438
 LS0438.The dynamic height is computed by dividing the NAVD 88
 LS0438.geopotential number by the normal gravity value computed on the
 LS0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0438.degrees latitude (g = 980.6199 gals.).
 LS0438
 LS0438.The modeled gravity was interpolated from observed gravity values.
 LS0438
 LS0438;                    North         East    Units  Estimated Accuracy
 LS0438;SPC NV W     - 4,611,590.      699,860.      MT  (+/- 180 meters Scaled)
 LS0438
 LS0438                          SUPERSEDED SURVEY CONTROL
 LS0438
 LS0438  NGVD 29 (??/??/92) 1261.508  (m)         4138.80   (f) ADJ UNCH    2 0
 LS0438
 LS0438.Superseded values are not recommended for survey control.
 LS0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0438.See file dsdata.txt to determine how the superseded data were derived.
 LS0438
 LS0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE652597(NAD 83)
 LS0438_MARKER: DB = BENCH MARK DISK
 LS0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0438_STAMPING: K 71 1934
 LS0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0438+STABILITY: SURFACE MOTION
 LS0438
 LS0438  HISTORY     - Date     Condition        Report By
 LS0438  HISTORY     - 1934     MONUMENTED       CGS
 LS0438  HISTORY     - 1945     GOOD             NGS
 LS0438
 LS0438                          STATION DESCRIPTION
 LS0438
 LS0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0438'0.9 MI NE FROM SAND PASS.
 LS0438'0.9 MILE NORTHEAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION
 LS0438'AT SAND PASS, WASHOE COUNTY, 27 FEET SOUTHEAST OF MILEPOST 395, AND 36
 LS0438'FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED K 71 1934 AND
 LS0438'SET IN THE TOP OF A CONCRETE POST.
 LS0438
 LS0438                          STATION RECOVERY (1945)
 LS0438
 LS0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 LS0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0345 ***********************************************************************
 LS0345  DESIGNATION -  K 72
 LS0345  PID         -  LS0345
 LS0345  STATE/COUNTY-  NV/HUMBOLDT
 LS0345  USGS QUAD   -  SULPHUR (1981)
 LS0345
 LS0345                         *CURRENT SURVEY CONTROL
 LS0345  ___________________________________________________________________
 LS0345* NAD 83(1986)-  40 52 25.     (N)    118 44 13.     (W)     SCALED    
 LS0345* NAVD 88     -      1231.789  (meters)    4041.29   (feet)  ADJUSTED  
 LS0345  ___________________________________________________________________
 LS0345  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 LS0345  DYNAMIC HT  -        1230.886 (meters)    4038.33  (feet)  COMP
 LS0345  MODELED GRAV-     979,848.6   (mgal)                       NAVD 88
 LS0345
 LS0345  VERT ORDER  -  SECOND    CLASS 0
 LS0345
 LS0345.The horizontal coordinates were scaled from a topographic map and have
 LS0345.an estimated accuracy of +/- 6 seconds.
 LS0345
 LS0345.The orthometric height was determined by differential leveling
 LS0345.and adjusted by the National Geodetic Survey in June 1991..
 LS0345
 LS0345.The geoid height was determined by GEOID03.
 LS0345
 LS0345.The dynamic height is computed by dividing the NAVD 88
 LS0345.geopotential number by the normal gravity value computed on the
 LS0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0345.degrees latitude (g = 980.6199 gals.).
 LS0345
 LS0345.The modeled gravity was interpolated from observed gravity values.
 LS0345
 LS0345;                    North         East    Units  Estimated Accuracy
 LS0345;SPC NV W     - 4,679,620.      787,050.      MT  (+/- 180 meters Scaled)
 LS0345
 LS0345                          SUPERSEDED SURVEY CONTROL
 LS0345
 LS0345  NGVD 29 (??/??/92) 1230.789  (m)         4038.01   (f) ADJ UNCH    2 0
 LS0345
 LS0345.Superseded values are not recommended for survey control.
 LS0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0345.See file dsdata.txt to determine how the superseded data were derived.
 LS0345
 LS0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF536261(NAD 83)
 LS0345_MARKER: DB = BENCH MARK DISK
 LS0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0345_STAMPING: K 72 1934
 LS0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0345+STABILITY: SURFACE MOTION
 LS0345
 LS0345  HISTORY     - Date     Condition        Report By
 LS0345  HISTORY     - 1934     MONUMENTED       CGS
 LS0345  HISTORY     - 1975     MARK NOT FOUND   NGS
 LS0345
 LS0345                          STATION DESCRIPTION
 LS0345
 LS0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0345'IN SULPHUR.
 LS0345'AT SULPHUR, HUMBOLDT COUNTY, ON THE WESTERN PACIFIC RAILROAD, 110 FEET
 LS0345'NORTHEAST OF THE STATION, 15 FEET NORTH OF THE THIRTEENTH POLE WEST OF
 LS0345'MILEPOST 475, AND 69 FEET NORTH OF THE  NEAREST RAIL OF THE MAIN
 LS0345'TRACK.  A STANDARD DISK, STAMPED K 72 1934 AND SET IN THE TOP OF A
 LS0345'CONCRETE POST.
 LS0345
 LS0345                          STATION RECOVERY (1975)
 LS0345
 LS0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LS0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0362 ***********************************************************************
 LS0362  DESIGNATION -  K 73
 LS0362  PID         -  LS0362
 LS0362  STATE/COUNTY-  NV/PERSHING
 LS0362  USGS QUAD   -  PLACERITES (1981)
 LS0362
 LS0362                         *CURRENT SURVEY CONTROL
 LS0362  ___________________________________________________________________
 LS0362* NAD 83(1986)-  40 42 27.     (N)    118 37 53.     (W)     SCALED    
 LS0362* NAVD 88     -      1459.871  (meters)    4789.59   (feet)  ADJUSTED  
 LS0362  ___________________________________________________________________
 LS0362  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 LS0362  DYNAMIC HT  -        1458.730 (meters)    4785.85  (feet)  COMP
 LS0362  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 LS0362
 LS0362  VERT ORDER  -  SECOND    CLASS 0
 LS0362
 LS0362.The horizontal coordinates were scaled from a topographic map and have
 LS0362.an estimated accuracy of +/- 6 seconds.
 LS0362
 LS0362.The orthometric height was determined by differential leveling
 LS0362.and adjusted by the National Geodetic Survey in June 1991..
 LS0362
 LS0362.The geoid height was determined by GEOID03.
 LS0362
 LS0362.The dynamic height is computed by dividing the NAVD 88
 LS0362.geopotential number by the normal gravity value computed on the
 LS0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0362.degrees latitude (g = 980.6199 gals.).
 LS0362
 LS0362.The modeled gravity was interpolated from observed gravity values.
 LS0362
 LS0362;                    North         East    Units  Estimated Accuracy
 LS0362;SPC NV W     - 4,661,170.      795,940.      MT  (+/- 180 meters Scaled)
 LS0362
 LS0362                          SUPERSEDED SURVEY CONTROL
 LS0362
 LS0362  NGVD 29 (??/??/92) 1458.844  (m)         4786.22   (f) ADJ UNCH    2 0
 LS0362
 LS0362.Superseded values are not recommended for survey control.
 LS0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0362.See file dsdata.txt to determine how the superseded data were derived.
 LS0362
 LS0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF621075(NAD 83)
 LS0362_MARKER: DB = BENCH MARK DISK
 LS0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0362_STAMPING: K 73 1934
 LS0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0362+STABILITY: SURFACE MOTION
 LS0362
 LS0362  HISTORY     - Date     Condition        Report By
 LS0362  HISTORY     - 1934     MONUMENTED       CGS
 LS0362
 LS0362                          STATION DESCRIPTION
 LS0362
 LS0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0362'16.9 MI SE FROM SULPHUR.
 LS0362'IN PERSHING COUNTY, 16.9 MILES SOUTHEAST ALONG THE LOVELOCK ROAD FROM
 LS0362'THE WESTERN PACIFIC RAILROAD STATION AT SULPHUR, HUMBOLDT COUNTY, 45
 LS0362'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 12 FEET EAST OF AN OLD
 LS0362'ROADBED.  A STANDARD DISK, STAMPED K 73 1934 AND SET IN THE TOP OF A
 LS0362'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0103 ***********************************************************************
 LS0103  DESIGNATION -  K 74
 LS0103  PID         -  LS0103
 LS0103  STATE/COUNTY-  NV/HUMBOLDT
 LS0103  USGS QUAD   -  GASKELL (1982)
 LS0103
 LS0103                         *CURRENT SURVEY CONTROL
 LS0103  ___________________________________________________________________
 LS0103* NAD 83(1986)-  40 56 25.     (N)    118 12 30.     (W)     SCALED    
 LS0103* NAVD 88     -      1273.553  (meters)    4178.32   (feet)  POSTED    
 LS0103  ___________________________________________________________________
 LS0103  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 LS0103  DYNAMIC HT  -        1272.600 (meters)    4175.19  (feet)  COMP
 LS0103  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 LS0103
 LS0103  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0103
 LS0103.The horizontal coordinates were scaled from a topographic map and have
 LS0103.an estimated accuracy of +/- 6 seconds.
 LS0103
 LS0103.The orthometric height was determined by differential leveling
 LS0103.and adjusted by the National Geodetic Survey in 1992..
 LS0103.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0103.rate of 0.0 thru 1.0 mm/km.
 LS0103
 LS0103.The geoid height was determined by GEOID03.
 LS0103
 LS0103.The dynamic height is computed by dividing the NAVD 88
 LS0103.geopotential number by the normal gravity value computed on the
 LS0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0103.degrees latitude (g = 980.6199 gals.).
 LS0103
 LS0103.The modeled gravity was interpolated from observed gravity values.
 LS0103
 LS0103;                    North         East    Units  Estimated Accuracy
 LS0103;SPC NV W     - 4,687,080.      831,580.      MT  (+/- 180 meters Scaled)
 LS0103
 LS0103                          SUPERSEDED SURVEY CONTROL
 LS0103
 LS0103  NGVD 29 (??/??/92) 1272.530  (m)         4174.96   (f) ADJ UNCH    2 0
 LS0103
 LS0103.Superseded values are not recommended for survey control.
 LS0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0103.See file dsdata.txt to determine how the superseded data were derived.
 LS0103
 LS0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF982328(NAD 83)
 LS0103_MARKER: DB = BENCH MARK DISK
 LS0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0103_STAMPING: K 74 1934
 LS0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0103+STABILITY: SURFACE MOTION
 LS0103
 LS0103  HISTORY     - Date     Condition        Report By
 LS0103  HISTORY     - 1934     MONUMENTED       CGS
 LS0103
 LS0103                          STATION DESCRIPTION
 LS0103
 LS0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0103'2.2 MI E FROM VENADA.
 LS0103'2.2 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE SECTION
 LS0103'HOUSE AT VENADA, HUMBOLDT COUNTY, 75 FEET EAST OF MILEPOST 506, AND 38
 LS0103'FEET NORTH OF THE NEAREST RAIL.  A STANDARD DISK, STAMPED K 74 1934
 LS0103'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0001 ***********************************************************************
 LS0001  DESIGNATION -  K 7=4246.1
 LS0001  PID         -  LS0001
 LS0001  STATE/COUNTY-  NV/PERSHING
 LS0001  USGS QUAD   -  RYE PATCH RES SOUTH (1971)
 LS0001
 LS0001                         *CURRENT SURVEY CONTROL
 LS0001  ___________________________________________________________________
 LS0001* NAD 83(1986)-  40 30 12.     (N)    118 17 39.     (W)     SCALED    
 LS0001* NAVD 88     -      1295.327  (meters)    4249.75   (feet)  POSTED    
 LS0001  ___________________________________________________________________
 LS0001  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 LS0001  DYNAMIC HT  -        1294.290 (meters)    4246.35  (feet)  COMP
 LS0001  MODELED GRAV-     979,783.2   (mgal)                       NAVD 88
 LS0001
 LS0001  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0001
 LS0001.The horizontal coordinates were scaled from a topographic map and have
 LS0001.an estimated accuracy of +/- 6 seconds.
 LS0001
 LS0001.The orthometric height was determined by differential leveling
 LS0001.and adjusted by the National Geodetic Survey in 1992..
 LS0001.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0001.rate of 0.0 thru 1.0 mm/km.
 LS0001
 LS0001.The geoid height was determined by GEOID03.
 LS0001
 LS0001.The dynamic height is computed by dividing the NAVD 88
 LS0001.geopotential number by the normal gravity value computed on the
 LS0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0001.degrees latitude (g = 980.6199 gals.).
 LS0001
 LS0001.The modeled gravity was interpolated from observed gravity values.
 LS0001
 LS0001;                    North         East    Units  Estimated Accuracy
 LS0001;SPC NV W     - 4,638,540.      824,510.      MT  (+/- 180 meters Scaled)
 LS0001
 LS0001                          SUPERSEDED SURVEY CONTROL
 LS0001
 LS0001.No superseded survey control is available for this station.
 LS0001
 LS0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE903844(NAD 83)
 LS0001_MARKER: B = BOLT
 LS0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0001_SP_SET: CULVERT
 LS0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0001
 LS0001  HISTORY     - Date     Condition        Report By
 LS0001  HISTORY     - UNK      MONUMENTED       SPRR
 LS0001  HISTORY     - 1953     MARK NOT FOUND   NGS
 LS0001
 LS0001                          STATION DESCRIPTION
 LS0001
 LS0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LS0001'2.9 MI S FROM VALERY.
 LS0001'ABOUT 2.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LS0001'THE STATION AT VALERY, PERSHING COUNTY, AT MILEAGE 369.7, AT CULVERT
 LS0001'369 A UNDER THE EAST-BOUND TRACK, AND IN THE TOP OF THE EAST HEAD
 LS0001'WALL.  THE TOP OF A ROUND-HEADED IRON BOLT.  NOTE-- THE HEAD WALL OF
 LS0001'THE CULVERT DESCRIBED WAS BURIED UNDER 4 FEET OF FILL WHEN THE TRACK
 LS0001'WAS RAISED.  THE MARK IS PROBABLY STILL IN PLACE BUT I WAS UNABLE TO
 LS0001'RECOVER IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0208 ***********************************************************************
 MU0208  DESIGNATION -  K 75
 MU0208  PID         -  MU0208
 MU0208  STATE/COUNTY-  NV/HUMBOLDT
 MU0208  USGS QUAD   -  RED HOUSE FLAT EAST (1980)
 MU0208
 MU0208                         *CURRENT SURVEY CONTROL
 MU0208  ___________________________________________________________________
 MU0208* NAD 83(1986)-  41 07 05.     (N)    117 07 44.     (W)     SCALED    
 MU0208* NAVD 88     -      1390.871  (meters)    4563.22   (feet)  POSTED    
 MU0208  ___________________________________________________________________
 MU0208  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 MU0208  DYNAMIC HT  -        1389.830 (meters)    4559.80  (feet)  COMP
 MU0208  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 MU0208
 MU0208  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MU0208
 MU0208.The horizontal coordinates were scaled from a topographic map and have
 MU0208.an estimated accuracy of +/- 6 seconds.
 MU0208
 MU0208.The orthometric height was determined by differential leveling
 MU0208.and adjusted by the National Geodetic Survey in 1992..
 MU0208.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MU0208.rate of 2.1 thru 3.0 mm/km.
 MU0208
 MU0208.The geoid height was determined by GEOID03.
 MU0208
 MU0208.The dynamic height is computed by dividing the NAVD 88
 MU0208.geopotential number by the normal gravity value computed on the
 MU0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0208.degrees latitude (g = 980.6199 gals.).
 MU0208
 MU0208.The modeled gravity was interpolated from observed gravity values.
 MU0208
 MU0208;                    North         East    Units  Estimated Accuracy
 MU0208;SPC NV W     - 4,707,780.      922,140.      MT  (+/- 180 meters Scaled)
 MU0208
 MU0208                          SUPERSEDED SURVEY CONTROL
 MU0208
 MU0208  NGVD 29 (??/??/92) 1389.874  (m)         4559.94   (f) ADJ UNCH    2 0
 MU0208
 MU0208.Superseded values are not recommended for survey control.
 MU0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0208.See file dsdata.txt to determine how the superseded data were derived.
 MU0208
 MU0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF891518(NAD 83)
 MU0208_MARKER: DB = BENCH MARK DISK
 MU0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0208_SP_SET: CONCRETE POST
 MU0208_STAMPING: K 75 1934
 MU0208_MARK LOGO: CGS   
 MU0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0208+STABILITY: SURFACE MOTION
 MU0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0208+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1974
 MU0208
 MU0208  HISTORY     - Date     Condition        Report By
 MU0208  HISTORY     - 1934     MONUMENTED       CGS
 MU0208  HISTORY     - 19741212 GOOD             USGS
 MU0208
 MU0208                          STATION DESCRIPTION
 MU0208
 MU0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0208'19.8 MI SW FROM MIDAS.
 MU0208'19.8 MILES SOUTHWEST OF MIDAS POST OFFICE 54 FEET SOUTHEAST OF CENTER
 MU0208'LINE OF ROAD FROM GOLCONDA TO MIDAS.  AT TOP OF RIDGE AND ON FENCE
 MU0208'LINE.
 MU0208
 MU0208                          STATION RECOVERY (1974)
 MU0208
 MU0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MU0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0096 ***********************************************************************
 MU0096  DESIGNATION -  K 76
 MU0096  PID         -  MU0096
 MU0096  STATE/COUNTY-  NV/ELKO
 MU0096  USGS QUAD   -  CHINA CAMP (1970)
 MU0096
 MU0096                         *CURRENT SURVEY CONTROL
 MU0096  ___________________________________________________________________
 MU0096* NAD 83(1986)-  41 12 02.     (N)    116 23 02.     (W)     SCALED    
 MU0096* NAVD 88     -      1786.645  (meters)    5861.68   (feet)  POSTED    
 MU0096  ___________________________________________________________________
 MU0096  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 MU0096  DYNAMIC HT  -        1785.170 (meters)    5856.85  (feet)  COMP
 MU0096  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 MU0096
 MU0096  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0096
 MU0096.The horizontal coordinates were scaled from a topographic map and have
 MU0096.an estimated accuracy of +/- 6 seconds.
 MU0096
 MU0096.The orthometric height was determined by differential leveling
 MU0096.and adjusted by the National Geodetic Survey in 1992..
 MU0096.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0096.rate of 0.0 thru 1.0 mm/km.
 MU0096
 MU0096.The geoid height was determined by GEOID03.
 MU0096
 MU0096.The dynamic height is computed by dividing the NAVD 88
 MU0096.geopotential number by the normal gravity value computed on the
 MU0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0096.degrees latitude (g = 980.6199 gals.).
 MU0096
 MU0096.The modeled gravity was interpolated from observed gravity values.
 MU0096
 MU0096;                    North         East    Units  Estimated Accuracy
 MU0096;SPC NV E     - 8,716,230.      132,860.      MT  (+/- 180 meters Scaled)
 MU0096
 MU0096                          SUPERSEDED SURVEY CONTROL
 MU0096
 MU0096  NGVD 29 (??/??/92) 1785.497  (m)         5857.92   (f) ADJ UNCH    2 0
 MU0096
 MU0096.Superseded values are not recommended for survey control.
 MU0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0096.See file dsdata.txt to determine how the superseded data were derived.
 MU0096
 MU0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF516612(NAD 83)
 MU0096_MARKER: DB = BENCH MARK DISK
 MU0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0096_STAMPING: K-76 1934
 MU0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0096+STABILITY: SURFACE MOTION
 MU0096
 MU0096  HISTORY     - Date     Condition        Report By
 MU0096  HISTORY     - 1934     MONUMENTED       CGS
 MU0096  HISTORY     - 1969     MARK NOT FOUND   USGS
 MU0096
 MU0096                          STATION DESCRIPTION
 MU0096
 MU0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0096'14.6 MI SW FROM TUSCARORA.
 MU0096'14.6 MILES SOUTHWEST OF TUSCARORA MAIN STREET 110 FEET SOUTHWEST OF
 MU0096'BRIDGE OVER DRY CREEK BED.  95 FEET SOUTHEAST OF WHERE ROAD CROSSES
 MU0096'THROU DRY CREEK BED.  33 FEET SOUTH OF CENTER LINE OF ROAD FROM MIDAS
 MU0096'TO TUSCARORA, AND AT OUTSIDE OF CURVE.
 MU0096
 MU0096                          STATION RECOVERY (1969)
 MU0096
 MU0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MU0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0142 ***********************************************************************
 LR0142  DESIGNATION -  K 77
 LR0142  PID         -  LR0142
 LR0142  STATE/COUNTY-  NV/EUREKA
 LR0142  USGS QUAD   -  MINERAL HILL NW (1986)
 LR0142
 LR0142                         *CURRENT SURVEY CONTROL
 LR0142  ___________________________________________________________________
 LR0142* NAD 83(1986)-  40 14 35.     (N)    116 08 51.     (W)     SCALED    
 LR0142* NAVD 88     -      1611.975  (meters)    5288.62   (feet)  ADJUSTED  
 LR0142  ___________________________________________________________________
 LR0142  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 LR0142  DYNAMIC HT  -        1610.495 (meters)    5283.77  (feet)  COMP
 LR0142  MODELED GRAV-     979,651.7   (mgal)                       NAVD 88
 LR0142
 LR0142  VERT ORDER  -  SECOND    CLASS 0
 LR0142
 LR0142.The horizontal coordinates were scaled from a topographic map and have
 LR0142.an estimated accuracy of +/- 6 seconds.
 LR0142
 LR0142.The orthometric height was determined by differential leveling
 LR0142.and adjusted by the National Geodetic Survey in June 1991..
 LR0142
 LR0142.The geoid height was determined by GEOID03.
 LR0142
 LR0142.The dynamic height is computed by dividing the NAVD 88
 LR0142.geopotential number by the normal gravity value computed on the
 LR0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0142.degrees latitude (g = 980.6199 gals.).
 LR0142
 LR0142.The modeled gravity was interpolated from observed gravity values.
 LR0142
 LR0142;                    North         East    Units  Estimated Accuracy
 LR0142;SPC NV E     - 8,609,750.      152,000.      MT  (+/- 180 meters Scaled)
 LR0142
 LR0142                          SUPERSEDED SURVEY CONTROL
 LR0142
 LR0142  NGVD 29 (??/??/92) 1610.825  (m)         5284.85   (f) ADJ UNCH    2 0
 LR0142
 LR0142.Superseded values are not recommended for survey control.
 LR0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0142.See file dsdata.txt to determine how the superseded data were derived.
 LR0142
 LR0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE725550(NAD 83)
 LR0142_MARKER: DB = BENCH MARK DISK
 LR0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0142_STAMPING: K 77 1934
 LR0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0142+STABILITY: SURFACE MOTION
 LR0142
 LR0142  HISTORY     - Date     Condition        Report By
 LR0142  HISTORY     - 1934     MONUMENTED       CGS
 LR0142
 LR0142                          STATION DESCRIPTION
 LR0142
 LR0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0142'16.8 MI N FROM ALPHA.
 LR0142'ABOUT 16.8 MILES NORTH ALONG THE ROAD LEADING TO PALISADE FROM ALPHA,
 LR0142'EUREKA COUNTY, AND 36 FEET WEST OF THE CENTER LINE OF THE ROAD.  A
 LR0142'STANDARD DISK, STAMPED K 77 1934 AND SET IN THE TOP OF A CONCRETE
 LR0142'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0043 ***********************************************************************
 KQ0043  DESIGNATION -  K 78
 KQ0043  PID         -  KQ0043
 KQ0043  STATE/COUNTY-  NV/EUREKA
 KQ0043  USGS QUAD   -  TONKIN SUMMIT (1986)
 KQ0043
 KQ0043                         *CURRENT SURVEY CONTROL
 KQ0043  ___________________________________________________________________
 KQ0043* NAD 83(1986)-  39 56 19.     (N)    116 24 39.     (W)     SCALED    
 KQ0043* NAVD 88     -      1887.764  (meters)    6193.44   (feet)  ADJUSTED  
 KQ0043  ___________________________________________________________________
 KQ0043  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 KQ0043  DYNAMIC HT  -        1885.948 (meters)    6187.48  (feet)  COMP
 KQ0043  MODELED GRAV-     979,596.4   (mgal)                       NAVD 88
 KQ0043
 KQ0043  VERT ORDER  -  SECOND    CLASS 0
 KQ0043
 KQ0043.The horizontal coordinates were scaled from a topographic map and have
 KQ0043.an estimated accuracy of +/- 6 seconds.
 KQ0043
 KQ0043.The orthometric height was determined by differential leveling
 KQ0043.and adjusted by the National Geodetic Survey in June 1991..
 KQ0043
 KQ0043.The geoid height was determined by GEOID03.
 KQ0043
 KQ0043.The dynamic height is computed by dividing the NAVD 88
 KQ0043.geopotential number by the normal gravity value computed on the
 KQ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0043.degrees latitude (g = 980.6199 gals.).
 KQ0043
 KQ0043.The modeled gravity was interpolated from observed gravity values.
 KQ0043
 KQ0043;                    North         East    Units  Estimated Accuracy
 KQ0043;SPC NV E     - 8,576,130.      129,280.      MT  (+/- 180 meters Scaled)
 KQ0043
 KQ0043                          SUPERSEDED SURVEY CONTROL
 KQ0043
 KQ0043  NGVD 29 (??/??/92) 1886.532  (m)         6189.40   (f) ADJ UNCH    2 0
 KQ0043
 KQ0043.Superseded values are not recommended for survey control.
 KQ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0043.See file dsdata.txt to determine how the superseded data were derived.
 KQ0043
 KQ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE503211(NAD 83)
 KQ0043_MARKER: DB = BENCH MARK DISK
 KQ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0043_STAMPING: K 78 1934
 KQ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0043+STABILITY: SURFACE MOTION
 KQ0043
 KQ0043  HISTORY     - Date     Condition        Report By
 KQ0043  HISTORY     - 1934     MONUMENTED       CGS
 KQ0043  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 KQ0043  HISTORY     - 19830701 MARK NOT FOUND   USGS
 KQ0043
 KQ0043                          STATION DESCRIPTION
 KQ0043
 KQ0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KQ0043'IN TONKIN.
 KQ0043'AT TONKIN, EUREKA COUNTY, ABOUT 265 FEET EAST OF THE SCHOOLHOUSE, 75
 KQ0043'FEET NORTHEAST OF A ROAD LEADING TO THE TONKIN RANCH, AT THE BOTTOM OF
 KQ0043'THE GRADE WHERE THE ROAD ENTERS A VALLEY, 25 FEET NORTH OF THE CENTER
 KQ0043'LINE OF THE ROAD TO TONKIN, AND 2 FEET SOUTHEAST OF A FENCE LINE. A
 KQ0043'STANDARD DISK, STAMPED K 78 1934 AND SET IN THE TOP OF A CONCRETE
 KQ0043'POST.
 KQ0043
 KQ0043                          STATION RECOVERY (1983)
 KQ0043
 KQ0043'RECOVERY NOTE BY US POWER SQUADRON 1983 (WMH)
 KQ0043'MARK NOT FOUND.
 KQ0043
 KQ0043                          STATION RECOVERY (1983)
 KQ0043
 KQ0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (WMH)
 KQ0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0130 ***********************************************************************
 KQ0130  DESIGNATION -  K 79
 KQ0130  PID         -  KQ0130
 KQ0130  STATE/COUNTY-  NV/LANDER
 KQ0130  USGS QUAD   -  GRASS VALLEY RANCH (1986)
 KQ0130
 KQ0130                         *CURRENT SURVEY CONTROL
 KQ0130  ___________________________________________________________________
 KQ0130* NAD 83(1986)-  39 39 49.     (N)    116 48 45.     (W)     SCALED    
 KQ0130* NAVD 88     -      1830.418  (meters)    6005.30   (feet)  ADJUSTED  
 KQ0130  ___________________________________________________________________
 KQ0130  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 KQ0130  DYNAMIC HT  -        1828.595 (meters)    5999.32  (feet)  COMP
 KQ0130  MODELED GRAV-     979,565.8   (mgal)                       NAVD 88
 KQ0130
 KQ0130  VERT ORDER  -  SECOND    CLASS 0
 KQ0130
 KQ0130.The horizontal coordinates were scaled from a topographic map and have
 KQ0130.an estimated accuracy of +/- 6 seconds.
 KQ0130
 KQ0130.The orthometric height was determined by differential leveling
 KQ0130.and adjusted by the National Geodetic Survey in June 1991..
 KQ0130
 KQ0130.The geoid height was determined by GEOID03.
 KQ0130
 KQ0130.The dynamic height is computed by dividing the NAVD 88
 KQ0130.geopotential number by the normal gravity value computed on the
 KQ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0130.degrees latitude (g = 980.6199 gals.).
 KQ0130
 KQ0130.The modeled gravity was interpolated from observed gravity values.
 KQ0130
 KQ0130;                    North         East    Units  Estimated Accuracy
 KQ0130;SPC NV C     - 6,545,280.      487,490.      MT  (+/- 180 meters Scaled)
 KQ0130
 KQ0130                          SUPERSEDED SURVEY CONTROL
 KQ0130
 KQ0130  NGVD 29 (??/??/92) 1829.143  (m)         6001.11   (f) ADJ UNCH    2 0
 KQ0130
 KQ0130.Superseded values are not recommended for survey control.
 KQ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0130.See file dsdata.txt to determine how the superseded data were derived.
 KQ0130
 KQ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND160904(NAD 83)
 KQ0130_MARKER: DB = BENCH MARK DISK
 KQ0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0130_STAMPING: K 79 1934
 KQ0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0130+STABILITY: SURFACE MOTION
 KQ0130
 KQ0130  HISTORY     - Date     Condition        Report By
 KQ0130  HISTORY     - 1934     MONUMENTED       CGS
 KQ0130  HISTORY     - 1955     GOOD             USGS
 KQ0130
 KQ0130                          STATION DESCRIPTION
 KQ0130
 KQ0130'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0130'24.1 MI NE FROM AUSTIN.
 KQ0130'LANDER COUNTY COURTHOUSE, IN AUSTIN, ABOUT 5.4 MILES E OF ALONG U.S.
 KQ0130'HIGHWAY 50, THENCE ABOUT 18.7 MILES N ALONG STATE HIGHWAY 21, ABOUT
 KQ0130'1.4 MILES NE OF THE FORK LEADING TO THE GRASS VALLEY RANCH, AND 34
 KQ0130'FEET W OF THE CENTER OF THE ROAD.  A STANDARD DISK, STAMPED K 79 1934
 KQ0130'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0564 ***********************************************************************
 KR0564  DESIGNATION -  K 8
 KR0564  PID         -  KR0564
 KR0564  STATE/COUNTY-  NV/CHURCHILL
 KR0564  USGS QUAD   -  HAZEN (1985)
 KR0564
 KR0564                         *CURRENT SURVEY CONTROL
 KR0564  ___________________________________________________________________
 KR0564* NAD 83(1986)-  39 34 07.     (N)    119 01 32.     (W)     SCALED    
 KR0564* NAVD 88     -      1221.997  (meters)    4009.17   (feet)  ADJUSTED  
 KR0564  ___________________________________________________________________
 KR0564  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KR0564  DYNAMIC HT  -        1220.961 (meters)    4005.77  (feet)  COMP
 KR0564  MODELED GRAV-     979,736.7   (mgal)                       NAVD 88
 KR0564
 KR0564  VERT ORDER  -  FIRST     CLASS II
 KR0564
 KR0564.The horizontal coordinates were scaled from a topographic map and have
 KR0564.an estimated accuracy of +/- 6 seconds.
 KR0564
 KR0564.The orthometric height was determined by differential leveling
 KR0564.and adjusted by the National Geodetic Survey in June 1991..
 KR0564
 KR0564.The geoid height was determined by GEOID03.
 KR0564
 KR0564.The dynamic height is computed by dividing the NAVD 88
 KR0564.geopotential number by the normal gravity value computed on the
 KR0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0564.degrees latitude (g = 980.6199 gals.).
 KR0564
 KR0564.The modeled gravity was interpolated from observed gravity values.
 KR0564
 KR0564;                    North         East    Units  Estimated Accuracy
 KR0564;SPC NV W     - 4,534,810.      762,000.      MT  (+/- 180 meters Scaled)
 KR0564
 KR0564                          SUPERSEDED SURVEY CONTROL
 KR0564
 KR0564  NGVD 29 (??/??/92) 1221.06   (m)         4006.1    (f) COMPUTED    1 2
 KR0564
 KR0564.Superseded values are not recommended for survey control.
 KR0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0564.See file dsdata.txt to determine how the superseded data were derived.
 KR0564
 KR0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD260818(NAD 83)
 KR0564_MARKER: B = BOLT
 KR0564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0564_SP_SET: ABUTMENT
 KR0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0564
 KR0564  HISTORY     - Date     Condition        Report By
 KR0564  HISTORY     - UNK      MONUMENTED       SPRR
 KR0564  HISTORY     - 1953     MARK NOT FOUND   NGS
 KR0564
 KR0564                          STATION DESCRIPTION
 KR0564
 KR0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0564'1.3 MI E FROM HAZEN.
 KR0564'HAZEN, 100 METERS EAST OF EAST END OF SIDING, ON TOP SURFACE OF EAST
 KR0564'ABUTMENT OF RAILROAD BRIDGE 289 A.  TOP OF ROUNDHEADED IRON BOLT.
 KR0564'NOTE-- NO BOLT COULD BE FOUND IN THE ABUTMENT OF THE BRIDGE DESCRIBED.
 KR0564'THE BRIDGE MAY HAVE BEEN RAISED AND THE BOLT COVERED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0282 ***********************************************************************
 MU0282  DESIGNATION -  K 80 RESET
 MU0282  PID         -  MU0282
 MU0282  STATE/COUNTY-  NV/HUMBOLDT
 MU0282  USGS QUAD   -  WILLOW CREEK RANCH (1991)
 MU0282
 MU0282                         *CURRENT SURVEY CONTROL
 MU0282  ___________________________________________________________________
 MU0282* NAD 83(1986)-  41 43 12.     (N)    117 46 12.     (W)     SCALED    
 MU0282* NAVD 88     -      1330.72   (meters)    4365.9    (feet)  RESET     
 MU0282  ___________________________________________________________________
 MU0282  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 MU0282
 MU0282  VERT ORDER  -  THIRD
 MU0282
 MU0282.The horizontal coordinates were scaled from a topographic map and have
 MU0282.an estimated accuracy of +/- 6 seconds.
 MU0282
 MU0282.The orthometric height was computed from unverified reset data.
 MU0282
 MU0282.The geoid height was determined by GEOID03.
 MU0282
 MU0282;                    North         East    Units  Estimated Accuracy
 MU0282;SPC NV W     - 4,773,920.      867,670.      MT  (+/- 180 meters Scaled)
 MU0282
 MU0282                          SUPERSEDED SURVEY CONTROL
 MU0282
 MU0282.No superseded survey control is available for this station.
 MU0282
 MU0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG359189(NAD 83)
 MU0282_MARKER: DD = SURVEY DISK
 MU0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MU0282_SP_SET: CULVERT
 MU0282_STAMPING: K 80 RESET 1959
 MU0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0282
 MU0282  HISTORY     - Date     Condition        Report By
 MU0282  HISTORY     - 1959     MONUMENTED       NVDH
 MU0282  HISTORY     - 1961     GOOD             NGS
 MU0282
 MU0282                          STATION DESCRIPTION
 MU0282
 MU0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MU0282'10.4 MI N FROM OROVADA.
 MU0282'THIS MARK IS LOCATED 10.4 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE
 MU0282'POST OFFICE AT OROVADA, 60 FEET WEST OF THE HIGHWAY CENTERLINE, AT
 MU0282'STA. C 548+69.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0256 ***********************************************************************
 LR0256  DESIGNATION -  K 82
 LR0256  PID         -  LR0256
 LR0256  STATE/COUNTY-  NV/EUREKA
 LR0256  USGS QUAD   -  THE GEYSERS (1985)
 LR0256
 LR0256                         *CURRENT SURVEY CONTROL
 LR0256  ___________________________________________________________________
 LR0256* NAD 83(1986)-  40 32 10.     (N)    116 30 36.     (W)     SCALED    
 LR0256* NAVD 88     -      1443.887  (meters)    4737.15   (feet)  ADJUSTED  
 LR0256  ___________________________________________________________________
 LR0256  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 LR0256  DYNAMIC HT  -        1442.705 (meters)    4733.27  (feet)  COMP
 LR0256  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 LR0256
 LR0256  VERT ORDER  -  SECOND    CLASS 0
 LR0256
 LR0256.The horizontal coordinates were scaled from a topographic map and have
 LR0256.an estimated accuracy of +/- 6 seconds.
 LR0256
 LR0256.The orthometric height was determined by differential leveling
 LR0256.and adjusted by the National Geodetic Survey in June 1991..
 LR0256
 LR0256.The geoid height was determined by GEOID03.
 LR0256
 LR0256.The dynamic height is computed by dividing the NAVD 88
 LR0256.geopotential number by the normal gravity value computed on the
 LR0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0256.degrees latitude (g = 980.6199 gals.).
 LR0256
 LR0256.The modeled gravity was interpolated from observed gravity values.
 LR0256
 LR0256;                    North         East    Units  Estimated Accuracy
 LR0256;SPC NV E     - 8,642,550.      121,500.      MT  (+/- 180 meters Scaled)
 LR0256
 LR0256                          SUPERSEDED SURVEY CONTROL
 LR0256
 LR0256  NGVD 29 (??/??/92) 1442.803  (m)         4733.60   (f) ADJ UNCH    2 0
 LR0256
 LR0256.Superseded values are not recommended for survey control.
 LR0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0256.See file dsdata.txt to determine how the superseded data were derived.
 LR0256
 LR0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE414873(NAD 83)
 LR0256_MARKER: DB = BENCH MARK DISK
 LR0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0256_STAMPING: K 82 1934
 LR0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0256+STABILITY: SURFACE MOTION
 LR0256
 LR0256  HISTORY     - Date     Condition        Report By
 LR0256  HISTORY     - 1934     MONUMENTED       CGS
 LR0256  HISTORY     - 1957     GOOD             USGS
 LR0256  HISTORY     - 1983     MARK NOT FOUND   USGS
 LR0256
 LR0256                          STATION DESCRIPTION
 LR0256
 LR0256'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 LR0256'4.6 MI SW FROM BEOWAWE.
 LR0256'ABOUT 4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE SOUTHERN
 LR0256'PACIFIC CO. RAILROAD STATION AT BEOWAWE, EUREKA COUNTY, ABOUT 2500
 LR0256'FEET NORTHEAST OF A ROAD FORK SOUTHEAST, 59 FEET NORTHWEST OF THE
 LR0256'HIGHWAY, ABOUT 30 FEET SOUTHEAST OF AN OLD ROAD.  A STANDARD DISK
 LR0256'STAMPED K 82 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 LR0256'FOOT ABOVE GROUND SURFACE.
 LR0256
 LR0256                          STATION RECOVERY (1983)
 LR0256
 LR0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0112 ***********************************************************************
 LR0112  DESIGNATION -  K 87
 LR0112  PID         -  LR0112
 LR0112  STATE/COUNTY-  NV/EUREKA
 LR0112  USGS QUAD   -  BOBS FLAT (1986)
 LR0112
 LR0112                         *CURRENT SURVEY CONTROL
 LR0112  ___________________________________________________________________
 LR0112* NAD 83(1986)-  40 39 49.     (N)    116 25 17.     (W)     SCALED    
 LR0112* NAVD 88     -      1562.082  (meters)    5124.93   (feet)  ADJUSTED  
 LR0112  ___________________________________________________________________
 LR0112  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 LR0112  DYNAMIC HT  -        1560.796 (meters)    5120.71  (feet)  COMP
 LR0112  MODELED GRAV-     979,746.5   (mgal)                       NAVD 88
 LR0112
 LR0112  VERT ORDER  -  FIRST     CLASS II
 LR0112
 LR0112.The horizontal coordinates were scaled from a topographic map and have
 LR0112.an estimated accuracy of +/- 6 seconds.
 LR0112
 LR0112.The orthometric height was determined by differential leveling
 LR0112.and adjusted by the National Geodetic Survey in June 1991..
 LR0112
 LR0112.The geoid height was determined by GEOID03.
 LR0112
 LR0112.The dynamic height is computed by dividing the NAVD 88
 LR0112.geopotential number by the normal gravity value computed on the
 LR0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0112.degrees latitude (g = 980.6199 gals.).
 LR0112
 LR0112.The modeled gravity was interpolated from observed gravity values.
 LR0112
 LR0112;                    North         East    Units  Estimated Accuracy
 LR0112;SPC NV E     - 8,656,630.      129,140.      MT  (+/- 180 meters Scaled)
 LR0112
 LR0112                          SUPERSEDED SURVEY CONTROL
 LR0112
 LR0112  NGVD 29 (??/??/92) 1560.969  (m)         5121.28   (f) ADJ UNCH    1 2
 LR0112
 LR0112.Superseded values are not recommended for survey control.
 LR0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0112.See file dsdata.txt to determine how the superseded data were derived.
 LR0112
 LR0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF489015(NAD 83)
 LR0112_MARKER: DB = BENCH MARK DISK
 LR0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0112_STAMPING: K 87 1958
 LR0112_MARK LOGO: CGS   
 LR0112_PROJECTION: PROJECTING 6 CENTIMETERS
 LR0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0112+STABILITY: SURFACE MOTION
 LR0112
 LR0112  HISTORY     - Date     Condition        Report By
 LR0112  HISTORY     - 1958     MONUMENTED       CGS
 LR0112  HISTORY     - 1984     GOOD             NGS
 LR0112
 LR0112                          STATION DESCRIPTION
 LR0112
 LR0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0112'6.5 MI SE FROM DUNPHY.
 LR0112'6.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE SOUTHERN PACIFIC
 LR0112'RAILROAD OVERPASS AT DUNPHY, 103.0 FEET NORTH OF THE CENTERLINE OF THE
 LR0112'HIGHWAY, 6.1 FEET SOUTH OF A FENCE LINE, 6.9 FEET EAST OF A WITNESS
 LR0112'POST, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND
 LR0112'SURFACE, AND ABOUT 7 FEET HIGHER THAN THE HIGHWAY.
 LR0112
 LR0112                          STATION RECOVERY (1984)
 LR0112
 LR0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0112'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  28.5 KM
 LR0112'(17.85 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF STATE
 LR0112'HIGHWAY 278 AT CARLIN, ON TOP OF THE EAST END OF A LONG LOW CUT BANK,
 LR0112'0.17 KM (0.1 MI) EAST OF MILEPOST 262, 35.9 METERS (118 FT) NORTH OF
 LR0112'THE WEST BOUND HIGHWAY CENTERLINE, 27.1 METERS (89 FT) SOUTH-SOUTHWEST
 LR0112'OF THE WEST END OF A WOODEN BRACE IN THE RIGHT OF WAY FENCE AND
 LR0112'25.0 METERS (82 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 LR0112'THE MARK IS 2.1 METERS  E FROM A WITNESS POST.
 LR0112'THE MARK IS 2.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0919 ***********************************************************************
 LR0919  DESIGNATION -  KAM
 LR0919  PID         -  LR0919
 LR0919  STATE/COUNTY-  NV/LANDER
 LR0919  USGS QUAD   -  ARGENTA (1985)
 LR0919
 LR0919                         *CURRENT SURVEY CONTROL
 LR0919  ___________________________________________________________________
 LR0919* NAD 83(1994)-  40 42 06.78860(N)    116 45 01.46363(W)     ADJUSTED  
 LR0919* NAVD 88     -      1424.2    (meters)    4673.     (feet)  VERTCON   
 LR0919  ___________________________________________________________________
 LR0919  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 LR0919  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 LR0919
 LR0919  HORZ ORDER  -  SECOND
 LR0919
 LR0919.The horizontal coordinates were established by classical geodetic methods
 LR0919.and adjusted by the National Geodetic Survey in June 1998..
 LR0919
 LR0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0919
 LR0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0919
 LR0919.The geoid height was determined by GEOID03.
 LR0919
 LR0919;                    North         East     Units Scale Factor Converg.
 LR0919;SPC NV C     - 6,660,546.376   492,923.587   MT  0.99990062   -0 03 16.6
 LR0919;SPC NV C     -21,852,142.57  1,617,200.14   sFT  0.99990062   -0 03 16.6
 LR0919;SPC NV E     - 8,661,198.079   101,375.824   MT  1.00001969   -0 45 40.1
 LR0919;SPC NV E     -28,415,947.36    332,597.18   sFT  1.00001969   -0 45 40.1
 LR0919;UTM  11      - 4,505,694.357   521,085.494   MT  0.99960547   +0 09 46.0
 LR0919
 LR0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0919!SPC NV C     -   0.99977976  x   0.99990062  =   0.99968040
 LR0919!SPC NV E     -   0.99977976  x   1.00001969  =   0.99979944
 LR0919!UTM  11      -   0.99977976  x   0.99960547  =   0.99938531
 LR0919
 LR0919|---------------------------------------------------------------------|
 LR0919| PID    Reference Object                     Distance      Geod. Az  |
 LR0919|                                                           dddmmss.s |
 LR0919| DD6102 KAM RM 1                             24.031 METERS 03057     |
 LR0919| DD6103 KAM RM 2                             40.134 METERS 17945     |
 LR0919|---------------------------------------------------------------------|
 LR0919
 LR0919                          SUPERSEDED SURVEY CONTROL
 LR0919
 LR0919  NAD 83(1986)-  40 42 06.79057(N)    116 45 01.45232(W) AD(       ) 2
 LR0919  NAD 27      -  40 42 07.11200(N)    116 44 58.11000(W) AD(       ) 2
 LR0919  NGVD 29 (07/19/86) 1423.2    (m)         4669.     (f) VERT ANG       
 LR0919
 LR0919.Superseded values are not recommended for survey control.
 LR0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0919.See file dsdata.txt to determine how the superseded data were derived.
 LR0919
 LR0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF2108505694(NAD 83)
 LR0919_MARKER: DS = TRIANGULATION STATION DISK
 LR0919_SETTING: 80 = SET IN A BOULDER
 LR0919_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LR0919
 LR0919  HISTORY     - Date     Condition        Report By
 LR0919  HISTORY     - 1958     MONUMENTED       CGS
 LR0919
 LR0919                          STATION DESCRIPTION
 LR0919
 LR0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0919'THE STATION IS ABOUT 9-1/2 MILES NORTHEAST OF BATTLE MOUNTAIN
 LR0919'AND 3 MILES NORTHWEST OF ARGENTA, ALONG THE EASTERN EDGE OF A
 LR0919'BALD BENCH WHICH LEADS UP TO THE HIGHER ELEVATIONS TO THE
 LR0919'NORTHWEST.  ABOUT 0.15 MILE NORTHWEST OF THE TELEPHONE LINE AND
 LR0919'ROAD.
 LR0919'
 LR0919'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 LR0919'8A IN BATTLE MOUNTAIN, GO EAST ON U.S. HIGHWAY 40 FOR 1 BLOCK.
 LR0919'TURN LEFT ACROSS RAILROAD TRACKS (ON EAST SIDE OF DEPOT)
 LR0919'AND GO NORTHERLY ON GRAVELED ROAD FOR 3.8 MILES TO A T-ROAD
 LR0919'JUNCTION.  TURN RIGHT, EAST, ON GRAVELED ROAD FOR 2.1 MILES
 LR0919'TO GATES AND RAILROAD CROSSING.  CROSS THE TRACKS AND FOLLOW
 LR0919'ROAD EASTERLY (AROUND NORTH SIDE OF CORRALS AND SHEEP SHEDS)
 LR0919'FOR 1.8 MILES TO SUMMIT OF ROAD PASS OVER POINT OF LAVA
 LR0919'RIDGE, CONTINUE NORTHEAST ON ROUGH ROAD GENERALLY FOLLOWING
 LR0919'THE TELEPHONE LINE FOR 4.7 MILES TO A DIM FORK.  KEEP LEFT
 LR0919'FORK, MAIN ROAD, FOR 0.05 MILE, THEN TURN LEFT, NORTHWEST,
 LR0919'CROSSCOUNTRY FOR 0.1 MILE TO TOP OF BENCH.  BEAR RIGHT,
 LR0919'NORTHEAST, FOR 0.1 MILE TO HIGH POINT AND STATION.
 LR0919'
 LR0919'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 LR0919'IN DRILL HOLES IN EMBEDDED BOULDERS.
 LR0919'
 LR0919'THE STATION MARK, STAMPED KAM 1958, PROJECTS ABOUT 1 FOOT AND
 LR0919'IS 11 FEET WEST-NORTHWEST OF A WITNESS POST.
 LR0919'
 LR0919'REFERENCE MARK 1, STAMPED KAM NO 1 1958, PROJECTS ABOUT 1 FOOT.
 LR0919'
 LR0919'REFERENCE MARK 2, STAMPED KAM NO 2 1958, PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0328 ***********************************************************************
 HP0328  DESIGNATION -  KANE
 HP0328  PID         -  HP0328
 HP0328  STATE/COUNTY-  NV/LINCOLN
 HP0328  USGS QUAD   -  SUNFLOWER MTN (1969)
 HP0328
 HP0328                         *CURRENT SURVEY CONTROL
 HP0328  ___________________________________________________________________
 HP0328* NAD 83(1994)-  37 06 30.43782(N)    114 42 23.36940(W)     ADJUSTED  
 HP0328* NAVD 88     -      1657.8    (meters)    5439.     (feet)  VERTCON   
 HP0328  ___________________________________________________________________
 HP0328  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 HP0328  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 HP0328
 HP0328  HORZ ORDER  -  FIRST
 HP0328
 HP0328.The horizontal coordinates were established by classical geodetic methods
 HP0328.and adjusted by the National Geodetic Survey in June 1998..
 HP0328
 HP0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0328
 HP0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0328
 HP0328.The geoid height was determined by GEOID03.
 HP0328
 HP0328;                    North         East     Units Scale Factor Converg.
 HP0328;SPC NV E     - 8,262,022.453   277,931.206   MT  0.99997479   +0 31 44.6
 HP0328;SPC NV E     -27,106,318.66    911,845.97   sFT  0.99997479   +0 31 44.6
 HP0328;UTM  11      - 4,109,365.354   703,792.105   MT  1.00011164   +1 23 03.2
 HP0328
 HP0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0328!SPC NV E     -   0.99974391  x   0.99997479  =   0.99971871
 HP0328!UTM  11      -   0.99974391  x   1.00011164  =   0.99985552
 HP0328
 HP0328:                Primary Azimuth Mark                     Grid Az
 HP0328:SPC NV E     -  LOS ANGELES SALT LK AWY BN 36            068 56 13.8
 HP0328:UTM  11      -  LOS ANGELES SALT LK AWY BN 36            068 04 55.2
 HP0328
 HP0328|---------------------------------------------------------------------|
 HP0328| PID    Reference Object                     Distance      Geod. Az  |
 HP0328|                                                           dddmmss.s |
 HP0328| HO0635 LOS ANGELES SALT LK AWY BN 36       APPROX.74.9 KM 0692758.4 |
 HP0328| DD6105 KANE RM 1                             6.102 METERS 07131     |
 HP0328| GR1833 NORTH MORMON                        APPROX.23.6 KM 1290548.6 |
 HP0328| DD6106 KANE RM 2                            11.818 METERS 16025     |
 HP0328| GR1900 LOS ANGELES SALT LK AWY BN 31A      APPROX.49.8 KM 1602731.4 |
 HP0328| GR1903 LOS ANGELES SALT LAKE AIRWAY BEACON APPROX.63.0 KM 1801844.2 |
 HP0328| GR1883 LOS ANGELES SALT LK AWY BCN 28      APPROX.74.2 KM 1884743.5 |
 HP0328| DD6104 KANE AZ MK                                         2815306.9 |
 HP0328|---------------------------------------------------------------------|
 HP0328
 HP0328                          SUPERSEDED SURVEY CONTROL
 HP0328
 HP0328  NAD 83(1994)-  37 06 30.43705(N)    114 42 23.36774(W) AD(       ) 1
 HP0328  NAD 83(1992)-  37 06 30.43260(N)    114 42 23.36669(W) AD(       ) 1
 HP0328  NAD 83(1986)-  37 06 30.43080(N)    114 42 23.36631(W) AD(       ) 1
 HP0328  NAD 27      -  37 06 30.54200(N)    114 42 20.37700(W) AD(       ) 1
 HP0328  NGVD 29 (07/19/86) 1657.0    (m)         5436.     (f) VERT ANG       
 HP0328
 HP0328.Superseded values are not recommended for survey control.
 HP0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0328.See file dsdata.txt to determine how the superseded data were derived.
 HP0328
 HP0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB0379209365(NAD 83)
 HP0328_MARKER: DS = TRIANGULATION STATION DISK
 HP0328_SETTING: 80 = SET IN A BOULDER
 HP0328_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HP0328
 HP0328  HISTORY     - Date     Condition        Report By
 HP0328  HISTORY     - 1944     MONUMENTED       CGS
 HP0328  HISTORY     - 1969     GOOD             USGS
 HP0328
 HP0328                          STATION DESCRIPTION
 HP0328
 HP0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0328'STATION IS LOCATED ABOUT 12 MILES WSW OF CARP, 21 MILES SW
 HP0328'OF ELGIN, AND 16 MILES BY ROAD NE OF U.S. HIGHWAY 93 UP KANE
 HP0328'SPRINGS WASH.  IT IS ON THE W END AND HIGHEST POINT OF A
 HP0328'PROMINENT ROCKY RIM WHOSE SUMMIT IS COVERED BY A SLIGHT
 HP0328'GROWTH OF PINON WHICH ARE THE FIRST NOTICEABLE TREES N OF THE
 HP0328'BARREN ERODED HILLS TO THE S ALONG THE SAME RIDGE.
 HP0328'
 HP0328'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 HP0328'IN A BOULDER FLUSH WITH THE GENERAL SURFACE.  IT IS STAMPED
 HP0328'KANE 1944.
 HP0328'
 HP0328'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH IN
 HP0328'DRILL HOLE IN A BOULDER.  IT IS 18 INCHES LOWER IN ELEVATION
 HP0328'THAN STATION MARK.  STAMPED KANE NO 1 1944.
 HP0328'
 HP0328'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET FLUSH IN
 HP0328'DRILL HOLE IN A BOULDER.  IT IS 12 FEET LOWER IN ELEVATION
 HP0328'THAN STATION MARK AND IS STAMPED KANE NO 2 1944.
 HP0328'
 HP0328'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A 10-INCH ROUND
 HP0328'CONCRETE POST AND IS STAMPED KANE 1944.  IT IS 15 FEET SSE
 HP0328'OF THE CENTER LINE OF VALLEY ROAD, 5 FEET NNW OF A WITNESS
 HP0328'POST, AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 HP0328'
 HP0328'TO REACH STATION FROM MOAPA, GO NW ON U.S. HIGHWAY 93 FOR
 HP0328'30.2 MILES TO BLADED ROAD ON RIGHT.  FOLLOW THIS ROAD UP
 HP0328'KANE SPRINGS WASH 6.8 MILES TO WHERE TRACKS LEAVE MAIN WASH
 HP0328'ON LEFT.  FOLLOW TRACKS, WHICH BECOME A BLADED ROAD UPON
 HP0328'LEAVING WASH, NE UP VALLEY PARALLEL TO WASH FOR 6.9 MILES
 HP0328'AND CROSS A SANDY WASH.  CONTINUE 0.4 MILE TO AZIMUTH MARK
 HP0328'ON RIGHT.  TURN RIGHT HERE, CROSS COUNTRY (E) APPROXIMATELY
 HP0328'1.5 MILES TO END OF TRUCK TRAVEL AT PLACE WHERE WASH COMES
 HP0328'OUT OF HILLS JUST ABOUT W OF THE HIGHEST POINT ON RIM WHICH
 HP0328'IS THE STATION SITE.  FROM END OF TRUCK TRAVEL FOLLOW UP
 HP0328'MAIN WASH ABOUT 1/2 MILE, TAKE LEFT-HAND WASH A SHORT
 HP0328'DISTANCE TO HEAD OF WASH IN SLIGHT SADDLE, PASSING JUST TO
 HP0328'RIGHT (S) OF GREY HILL (GREY GRANITE LEDGES STANDING ON
 HP0328'EDGE).  CROSS SMALL WASH AND FOLLOW UP CREST OF FIRST
 HP0328'RIDGE TO RIGHT OF WASH AND GREY HILL TO POINT WHERE IT
 HP0328'CONNECTS TO MAIN RIM OVER SOLID GRANITE BEDROCK.  BEAR
 HP0328'TO LEFT ALONG THE SOLID GRANITE SURFACE AND GO ON TOP OF
 HP0328'THE MAIN RIM IN SADDLE BETWEEN THE STATION SITE
 HP0328'AND FIRST RED ROCKY KNOB ALONG THE RIM, THENCE LEFT
 HP0328'APPROXIMATELY 300 YARDS TO HIGHEST POINT AND STATION SITE --
 HP0328'OR KEEP STRAIGHT AHEAD UP CREST OF RIDGE WHERE IT
 HP0328'CONNECTS TO MAIN RIM, THENCE LEFT TO STATION SITE.
 HP0328'
 HP0328'HEIGHT OF LIGHT ABOVE STATION MARK - 0.24 METER.
 HP0328
 HP0328                          STATION RECOVERY (1969)
 HP0328
 HP0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HP0328'ALL MARKS IN GOOD CONDITION.
 HP0328'
 HP0328'REACHED BY HELICOPTER.
 HP0328'
 HP0328'TO REACH DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2963 ***********************************************************************
 AB2963  DESIGNATION -  KATE
 AB2963  PID         -  AB2963
 AB2963  STATE/COUNTY-  NV/LYON
 AB2963  USGS QUAD   -  FLOWERY PEAK (1994)
 AB2963
 AB2963                         *CURRENT SURVEY CONTROL
 AB2963  ___________________________________________________________________
 AB2963* NAD 83(1994)-  39 16 11.05218(N)    119 37 07.86483(W)     ADJUSTED  
 AB2963* NAVD 88     -      1866.5    (meters)    6124.     (feet)  VERTCON   
 AB2963  ___________________________________________________________________
 AB2963  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 AB2963  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AB2963
 AB2963  HORZ ORDER  -  THIRD
 AB2963
 AB2963.The horizontal coordinates were established by classical geodetic methods
 AB2963.and adjusted by the National Geodetic Survey in June 1998..
 AB2963
 AB2963.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2963
 AB2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2963
 AB2963.The geoid height was determined by GEOID03.
 AB2963
 AB2963;                    North         East     Units Scale Factor Converg.
 AB2963;SPC NV W     - 4,502,052.268   710,646.342   MT  0.99999827   -0 39 19.8
 AB2963;SPC NV W     -14,770,483.15  2,331,512.21   sFT  0.99999827   -0 39 19.8
 AB2963;UTM  11      - 4,349,979.674   274,076.804   MT  1.00022850   -1 39 30.1
 AB2963
 AB2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2963!SPC NV W     -   0.99971105  x   0.99999827  =   0.99970932
 AB2963!UTM  11      -   0.99971105  x   1.00022850  =   0.99993948
 AB2963
 AB2963                          SUPERSEDED SURVEY CONTROL
 AB2963
 AB2963  NAD 83(1992)-  39 16 11.05645(N)    119 37 07.85777(W) AD(       ) 3
 AB2963  NGVD 29 (04/11/94) 1865.4    (m)         6120.     (f) VERT ANG       
 AB2963
 AB2963.Superseded values are not recommended for survey control.
 AB2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2963.See file dsdata.txt to determine how the superseded data were derived.
 AB2963
 AB2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7407749980(NAD 83)
 AB2963_MARKER: N = NAIL
 AB2963_SETTING: 66 = SET IN ROCK OUTCROP
 AB2963
 AB2963  HISTORY     - Date     Condition        Report By
 AB2963  HISTORY     - 1935     MONUMENTED       USGS
 AB2963
 AB2963                          STATION DESCRIPTION
 AB2963
 AB2963'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 AB2963'LOCATED ABOUT 1.5 MI. E OF SILVER CITY ON A VERY SHARP POINTED HILL
 AB2963'CALLED KATE PEAK.
 AB2963'TO REACH FROM SILVER CITY, TAKE RD E AT CENTER OF TOWN PAST SILVER
 AB2963'CITY CEMETERY AND DRIVE 1.2 MI. TO FOOT OF CANYON LEADING TO PEAK.
 AB2963'WALK 0.2 MI. UP CANYON TO STATION.
 AB2963'STATION MARK--COPPER NAIL AND WASHER CEMENTED IN FLAT ROCK ON TOP OF
 AB2963'LARGE PILE OF BOULDERS.
 AB2963'REFERENCE MARK NO. 1--CHISELED CROSS ON FLAT ROCK, 16.45 FT. FROM
 AB2963'STATION MARK.
 AB2963'REFERENCE MARK NO. 2--CHISELED CROSS ON LARGE BOULDER, 10.30 FT. FROM
 AB2963'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1764 ***********************************************************************
 KR1764  DESIGNATION -  KATO RADIO TOWER
 KR1764  PID         -  KR1764
 KR1764  STATE/COUNTY-  NV/WASHOE
 KR1764  USGS QUAD   -  RENO (1982)
 KR1764
 KR1764                         *CURRENT SURVEY CONTROL
 KR1764  ___________________________________________________________________
 KR1764* NAD 83(1994)-  39 32 16.31978(N)    119 47 35.33277(W)     ADJUSTED  
 KR1764* NAVD 88     -                                                        
 KR1764  ___________________________________________________________________
 KR1764  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 KR1764  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR1764
 KR1764  HORZ ORDER  -  THIRD
 KR1764
 KR1764.The horizontal coordinates were established by classical geodetic methods
 KR1764.and adjusted by the National Geodetic Survey in June 1998..
 KR1764
 KR1764
 KR1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1764
 KR1764.The geoid height was determined by GEOID03.
 KR1764
 KR1764;                    North         East     Units Scale Factor Converg.
 KR1764;SPC NV W     - 4,532,005.795   696,005.111   MT  1.00003311   -0 46 12.8
 KR1764;SPC NV W     -14,868,755.68  2,283,476.77   sFT  1.00003311   -0 46 12.8
 KR1764;UTM  11      - 4,380,193.241   259,960.040   MT  1.00030946   -1 46 44.2
 KR1764
 KR1764                          SUPERSEDED SURVEY CONTROL
 KR1764
 KR1764  NAD 83(1992)-  39 32 16.32317(N)    119 47 35.32714(W) AD(       ) 4
 KR1764  NAD 83(1986)-  39 32 16.32204(N)    119 47 35.31954(W) AD(       ) 4
 KR1764  NAD 27      -  39 32 16.64100(N)    119 47 31.63300(W) AD(       ) 3
 KR1764
 KR1764.Superseded values are not recommended for survey control.
 KR1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1764.See file dsdata.txt to determine how the superseded data were derived.
 KR1764
 KR1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5996080193(NAD 83)
 KR1764
 KR1764  HISTORY     - Date     Condition        Report By
 KR1764  HISTORY     - 1947     MONUMENTED       CGS
 KR1764  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KR1764  HISTORY     - 20030919 GOOD             USPSQD
 KR1764
 KR1764                          STATION DESCRIPTION
 KR1764
 KR1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 KR1764'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF RENO IN THE
 KR1764'SOUTHEAST 1/4 OF SECTION 1, T 19 N, R 19 E.
 KR1764'
 KR1764'THIS IS A SINGLE TOWER.
 KR1764'
 KR1764'STATION WAS NOT VISITED.
 KR1764
 KR1764                          STATION RECOVERY (1967)
 KR1764
 KR1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 KR1764'THIS STATION HAS BEEN DESTROYED, TOWER WAS TORN DOWN AND
 KR1764'REBUILT ABOUT ONE MILE EAST OF THE OLD POSITION.
 KR1764'
 KR1764'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN RENO, NEVADA
 KR1764
 KR1764                          STATION RECOVERY (2003)
 KR1764
 KR1764'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 KR1764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0262 ***********************************************************************
 MT0262  DESIGNATION -  KAW
 MT0262  PID         -  MT0262
 MT0262  STATE/COUNTY-  NV/ELKO
 MT0262  USGS QUAD   -  WELLS (1982)
 MT0262
 MT0262                         *CURRENT SURVEY CONTROL
 MT0262  ___________________________________________________________________
 MT0262* NAD 83(1994)-  41 05 56.02749(N)    114 55 17.80732(W)     ADJUSTED  
 MT0262* NAVD 88     -      1777.271  (meters)    5830.93   (feet)  ADJUSTED  
 MT0262  ___________________________________________________________________
 MT0262  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 MT0262  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 MT0262  DYNAMIC HT  -        1775.779 (meters)    5826.03  (feet)  COMP
 MT0262  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 MT0262
 MT0262  HORZ ORDER  -  SECOND
 MT0262  VERT ORDER  -  SECOND    CLASS 0
 MT0262
 MT0262.The horizontal coordinates were established by classical geodetic methods
 MT0262.and adjusted by the National Geodetic Survey in June 1998..
 MT0262
 MT0262.The orthometric height was determined by differential leveling
 MT0262.and adjusted by the National Geodetic Survey in June 1991..
 MT0262
 MT0262.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0262
 MT0262.The geoid height was determined by GEOID03.
 MT0262
 MT0262.The dynamic height is computed by dividing the NAVD 88
 MT0262.geopotential number by the normal gravity value computed on the
 MT0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0262.degrees latitude (g = 980.6199 gals.).
 MT0262
 MT0262.The modeled gravity was interpolated from observed gravity values.
 MT0262
 MT0262;                    North         East     Units Scale Factor Converg.
 MT0262;SPC NV E     - 8,704,838.438   255,585.262   MT  0.99993801   +0 26 06.0
 MT0262;SPC NV E     -28,559,124.11    838,532.65   sFT  0.99993801   +0 26 06.0
 MT0262;UTM  11      - 4,551,817.093   674,539.259   MT  0.99997495   +1 21 59.7
 MT0262
 MT0262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0262!SPC NV E     -   0.99972399  x   0.99993801  =   0.99966202
 MT0262!UTM  11      -   0.99972399  x   0.99997495  =   0.99969895
 MT0262
 MT0262|---------------------------------------------------------------------|
 MT0262| PID    Reference Object                     Distance      Geod. Az  |
 MT0262|                                                           dddmmss.s |
 MT0262| MT0260 KAW RM 1                              9.806 METERS 08822     |
 MT0262| MT0261 KAW RM 2                              9.978 METERS 20632     |
 MT0262| MT0252 TOWN                                APPROX. 6.5 KM 2713448.5 |
 MT0262|---------------------------------------------------------------------|
 MT0262
 MT0262                          SUPERSEDED SURVEY CONTROL
 MT0262
 MT0262  NAD 83(1994)-  41 05 56.02764(N)    114 55 17.80601(W) AD(       ) 2
 MT0262  NAD 83(1986)-  41 05 56.02461(N)    114 55 17.80174(W) AD(       ) 2
 MT0262  NAD 27      -  41 05 56.30500(N)    114 55 14.64835(W) AD(       ) 2
 MT0262  NGVD 29 (??/??/92) 1776.087  (m)         5827.05   (f) ADJ UNCH    2 0
 MT0262
 MT0262.Superseded values are not recommended for survey control.
 MT0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0262.See file dsdata.txt to determine how the superseded data were derived.
 MT0262
 MT0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF7453951817(NAD 83)
 MT0262_MARKER: DS = TRIANGULATION STATION DISK
 MT0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0262_STAMPING: KAW 1957
 MT0262_MARK LOGO: CGS   
 MT0262_PROJECTION: PROJECTING 10 CENTIMETERS
 MT0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0262+STABILITY: SURFACE MOTION
 MT0262
 MT0262  HISTORY     - Date     Condition        Report By
 MT0262  HISTORY     - 1957     MONUMENTED       CGS
 MT0262  HISTORY     - 1957     GOOD             CGS
 MT0262  HISTORY     - 1963     SEE DESCRIPTION  USAF
 MT0262  HISTORY     - 1984     GOOD             NGS
 MT0262
 MT0262                          STATION DESCRIPTION
 MT0262
 MT0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0262'THE STATION IS LOCATED ABOUT 2 MILES EAST OF WELLS AND ABOUT
 MT0262'150 YARDS SOUTH OF U.S. HIGHWAY 40.  IT IS ON THE SUMMIT OF A
 MT0262'VERY SLIGHT RISE.
 MT0262'
 MT0262'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 93 AND 40 IN THE
 MT0262'EAST EDGE OF WELLS, GO EASTERLY ON U.S. HIGHWAY 40 FOR 1.8
 MT0262'MILES TO A DIM SIDE ROAD RIGHT.  TURN RIGHT (SOUTH) AND GO
 MT0262'ABOUT 25 YARDS TO A TRACK ROAD LEFT.  TURN LEFT (EAST) AND
 MT0262'GO 0.1 MILE TO THE END OF A DRAINAGE DITCH.  TURN RIGHT (SOUTH)
 MT0262'AND GO 0.05 MILE TO THE STATION.
 MT0262'
 MT0262'THE STATION MARK, STAMPED KAW 1957, IS A STANDARD BRONZE DISK
 MT0262'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 1 INCH.
 MT0262'THE MARK IS ABOUT 100 YARDS SOUTH OF THE TELEPHONE LINE, 136
 MT0262'FEET SOUTHEAST OF THE NEAREST POINT OF THE DRAINAGE DITCH,
 MT0262'AND 9 FEET NORTH-NORTHEAST OF A WHITE WITNESS POST.
 MT0262'
 MT0262'REFERENCE MARK NO. 1, STAMPED KAW NO 1 1957, IS A STANDARD
 MT0262'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 MT0262'1 INCH.
 MT0262'
 MT0262'REFERENCE MARK NO. 2, STAMPED KAW NO 2 1957, IS A STANDARD
 MT0262'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 MT0262'4 INCHES.
 MT0262
 MT0262                          STATION RECOVERY (1957)
 MT0262
 MT0262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MT0262'2.9 MI E FROM WELLS.
 MT0262'2.8 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0262'AVE. AND U.S. HIGHWAY 40 AT WELLS, THENCE 0.1 MILE SOUTH OF HIGHWAY,
 MT0262'0.05 MILE NORTH OF POWER LINE RUNNING EAST-WEST, 0.05 MILE SOUTH OF A
 MT0262'TELEPHONE LINE RUNNING EAST-WEST, 32.2 FEET WEST OF R.M. 1, 32.7 FEET
 MT0262'NORTH OF R.M. 2, 8.5 FEET NORTH OF WITNESS POST, SET IN A ROUND
 MT0262'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 MT0262
 MT0262                          STATION RECOVERY (1963)
 MT0262
 MT0262'RECOVERY NOTE BY US AIR FORCE 1963
 MT0262'STATION RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTION ADEQUATE.
 MT0262
 MT0262                          STATION RECOVERY (1984)
 MT0262
 MT0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0262'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.  ADD
 MT0262'ALSO 3.15 KM (1.95 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS
 MT0262'BRIDGE OVER US HIGHWAY 93 AT WELLS.
 MT0262'THE MARK IS 2.5 METERS  N FROM A WITNESS POST.
 MT0262'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1012 ***********************************************************************
 HQ1012  DESIGNATION -  KAW
 HQ1012  PID         -  HQ1012
 HQ1012  STATE/COUNTY-  NV/NYE
 HQ1012  USGS QUAD   -  DEAD HORSE FLAT (1963)
 HQ1012
 HQ1012                         *CURRENT SURVEY CONTROL
 HQ1012  ___________________________________________________________________
 HQ1012* NAD 83(1994)-  37 22 12.14287(N)    116 17 00.47014(W)     ADJUSTED  
 HQ1012* NAVD 88     -      2221.4    (meters)    7288.     (feet)  VERTCON   
 HQ1012  ___________________________________________________________________
 HQ1012  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 HQ1012  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 HQ1012
 HQ1012  HORZ ORDER  -  THIRD
 HQ1012
 HQ1012.The horizontal coordinates were established by classical geodetic methods
 HQ1012.and adjusted by the National Geodetic Survey in June 1998..
 HQ1012
 HQ1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1012
 HQ1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1012
 HQ1012.The geoid height was determined by GEOID03.
 HQ1012
 HQ1012;                    North         East     Units Scale Factor Converg.
 HQ1012;SPC NV C     - 6,290,759.880   533,940.185   MT  0.99991418   +0 13 57.3
 HQ1012;SPC NV C     -20,638,934.71  1,751,768.76   sFT  0.99991418   +0 13 57.3
 HQ1012;UTM  11      - 4,136,164.159   563,444.720   MT  0.99964958   +0 26 05.7
 HQ1012
 HQ1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1012!SPC NV C     -   0.99965559  x   0.99991418  =   0.99956980
 HQ1012!UTM  11      -   0.99965559  x   0.99964958  =   0.99930529
 HQ1012
 HQ1012:                Primary Azimuth Mark                     Grid Az
 HQ1012:SPC NV C     -  KAW AZ MK                                048 19 18.3
 HQ1012:UTM  11      -  KAW AZ MK                                048 07 09.9
 HQ1012
 HQ1012|---------------------------------------------------------------------|
 HQ1012| PID    Reference Object                     Distance      Geod. Az  |
 HQ1012|                                                           dddmmss.s |
 HQ1012| DD6107 KAW AZ MK                                          0483315.6 |
 HQ1012| DD6108 KAW RM 1                              7.621 METERS 07455     |
 HQ1012| DD6109 KAW RM 2                              7.303 METERS 14757     |
 HQ1012|---------------------------------------------------------------------|
 HQ1012
 HQ1012                          SUPERSEDED SURVEY CONTROL
 HQ1012
 HQ1012  NAD 83(1986)-  37 22 12.13940(N)    116 17 00.47791(W) AD(       ) 3
 HQ1012  NAD 27      -  37 22 12.33500(N)    116 16 57.32500(W) AD(       ) 3
 HQ1012  NGVD 29 (03/11/99) 2220.2    (m)         7284.     (f) VERT ANG       
 HQ1012
 HQ1012.Superseded values are not recommended for survey control.
 HQ1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1012.See file dsdata.txt to determine how the superseded data were derived.
 HQ1012
 HQ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB6344536164(NAD 83)
 HQ1012_MARKER: DS = TRIANGULATION STATION DISK
 HQ1012_SETTING: 66 = SET IN ROCK OUTCROP
 HQ1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ1012+STABILITY: POSITION/ELEVATION WELL
 HQ1012
 HQ1012  HISTORY     - Date     Condition        Report By
 HQ1012  HISTORY     - 1950     MONUMENTED       CGS
 HQ1012  HISTORY     - 1952     GOOD             AMS
 HQ1012  HISTORY     - 1962     GOOD             USGS
 HQ1012
 HQ1012                          STATION DESCRIPTION
 HQ1012
 HQ1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ1012'THE STATION IS LOCATED ON THE SOUTHERN END AND ON THE WEST SIDE
 HQ1012'OF KAWICH VALLEY, ABOUT 71 MILES SOUTHEAST OF TONOPAH, ABOUT
 HQ1012'20 MILES WEST SOUTHWEST OF WHITE BLOTCH SPRINGS AND ABOUT
 HQ1012'12 MILES DUE SOUTH OF THE ABANDONED MINING CAMP AT GOLD REED.
 HQ1012'THE MARK IS ON THE HIGHEST POINT OF THE MOUNTAIN, SET IN BEDROCK
 HQ1012'THAT IS FLUSH WITH THE GROUND SURFACE.  THE MARK IS 30 FEET
 HQ1012'NORTHWEST OF A 4 FOOT CAIRN AND 6 FEET EAST OF THE WEST EDGE
 HQ1012'OF THE MOUNTAIN.  THE MARK IS STAMPED KAW 1950.
 HQ1012'
 HQ1012'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 HQ1012'STATION MARK.  IT IS SET IN BEDROCK THAT PROJECTS ABOUT 8 INCHES
 HQ1012'ABOVE THE GROUND.  THE MARK IS STAMPED KAW NO 1 1950.
 HQ1012'
 HQ1012'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 HQ1012'STATION MARK.  IT IS SET IN BEDROCK THAT IS FLUSH WITH THE
 HQ1012'GROUND SURFACE ON THE EAST SIDE AND PROJECTS ABOUT 8 INCHES ON
 HQ1012'THE WEST SIDE OF THE ROCK.  THE MARK IS STAMPED KAW NO 2 1950.
 HQ1012'
 HQ1012'THE AZIMUTH MARK IS A BRONZE DISK WELDED TO THE TOP OF A 2
 HQ1012'INCH SOIL PIPE THAT PROJECTS ABOUT 4 INCHES.  IT IS 25 PACES
 HQ1012'SOUTHWEST OF A LARGE MOUND OF DIRT, ABOUT 18 FEET WEST OF
 HQ1012'A TRACK ROAD AND 3.5 FEET SOUTHEAST OF A 4 X 4 WITNESS POST.  THE
 HQ1012'MARK IS STAMPED KAW 1950.
 HQ1012'
 HQ1012'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 95 AND 6 IN TONOPAH
 HQ1012'BY GOING EASTERLY ON U.S. HIGHWAY 6 FOR 12.0 MILES TO A PAVED ROAD
 HQ1012'RIGHT.  TURN RIGHT AND FOLLOW THE PAVED ROAD FOR 22.8 MILES TO
 HQ1012'A DRY LAKE.  CROSS THE LAKE BED, THEN CONTINUE ALONG THE PAVED
 HQ1012'ROAD FOR 8.1 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 2.0
 HQ1012'MILES TO THE END OF THE PAVED ROAD AT AN OLD BUILDING ON THE LEFT
 HQ1012'AND A DUGOUT ON THE RIGHT.  FOLLOW THE MAIN BLADED ROAD FOR 7.9
 HQ1012'MILES TO A FORK.  TAKE THE LEFT FORK AND GO 8.7 MILES TO THE
 HQ1012'SUMMIT OF A PASS.  CONTINUE ALONG THE BLADED ROAD FOR 10.9 MILES TO A
 HQ1012'ROAD RIGHT AT SIGN TONOPAH 72.  THIS IS AT THE NORTHWEST SIDE OF THE
 HQ1012'BUILDINGS AND WATER HOLE KNOWN AS CEDAR CORRAL CAMP.  TURN
 HQ1012'RIGHT AND FOLLOW ROAD FOR 8.55 MILES TO A Y FORK.  TAKE
 HQ1012'THE LEFT FORK AND GO 5.8 MILES TO A Y FORK.  TAKE THE
 HQ1012'RIGHT FORK, STRAIGHT AHEAD, AND GO 3.55 MILES TO A SMALL
 HQ1012'DRY LAKE BED.  GO IN A SOUTHWESTERLY DIRECTION FOR 0.35
 HQ1012'MILE TO A ROAD RIGHT.  (THIS IS AT THE SOUTHWEST EDGE OF THE
 HQ1012'FIRST SMALL DRY LAKE BED).  TURN RIGHT AND CONTINUE IN A
 HQ1012'SOUTHERLY DIRECTION FOR 0.35 MILE TO A WATER HOLE ON THE RIGHT
 HQ1012'(WEST).  CONTINUE SOUTHERLY FOR 0.35 MILE TO A LARGE DRY LAKE BED.
 HQ1012'HEAD DUE SOUTH AND GO 2.15 MILES TO THE SOUTH EDGE OF THE
 HQ1012'LAKE BED.  CONTINUE ROAD FOR 1.35 MILES TO A Y FORK.
 HQ1012'TAKE THE LEFT FORK, STRAIGHT AHEAD, AND GO 0.75 MILE TO A
 HQ1012'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 2.05 MILES TO A
 HQ1012'DIAGONAL CROSSROAD AND THE AZIMUTH MARK, AS DESCRIBED ABOVE.
 HQ1012'(AT THIS POINT THE ROAD IS PARTIALLY CLOSED BY PILES OF DIRT).
 HQ1012'STATION BEARS 230 DEGREES TRUE.  LEAVE THE ROAD AND DRIVE WESTERLY
 HQ1012'FOR 3.65 MILES CROSS COUNTRY TO THE BASE OF RIDGE.  THENCE
 HQ1012'DRIVE UP RIDGE FOR 1.0 MILE TO END OF TRUCK TRAVEL.  FROM HERE
 HQ1012'PACK NORTHWESTERLY ALONG TOP OF RIDGE TO HIGHEST POINT AND
 HQ1012'STATION.  A 4 WHEEL DRIVE VEHICLE IS NEEDED FOR THE LAST MILE.
 HQ1012'A 50 MINUTE PACK.
 HQ1012
 HQ1012                          STATION RECOVERY (1952)
 HQ1012
 HQ1012'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ1012'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN GOOD
 HQ1012'CONDITION.
 HQ1012'
 HQ1012'THE STATION IS LOCATED ON HIGHEST POINT OF A RIDGE AT THE
 HQ1012'POINT WHERE THE RIDGE LINE FROM SE TURNS TO NNW.  125 FEET NW
 HQ1012'OF SE END OF LINE OF ROCK OUTCROP WHICH IS ON THE RIDGE TOP.
 HQ1012'200 FEET SSE OF A SMALL SADDLE.
 HQ1012'
 HQ1012'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 HQ1012'OUTCROPPING BEDROCK, FLUSH WITH THE SURROUNDINGS AND IS STAMPED
 HQ1012'KAW 1950.
 HQ1012
 HQ1012                          STATION RECOVERY (1962)
 HQ1012
 HQ1012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HQ1012'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37116-2, STATION 1003.
 HQ1012'STATION REACHED BY HELICOPTER. STATION MARK--A STANDARD DISK
 HQ1012'STAMPED---KAW 1950---, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 HQ1012'FLUSH WITH THE SURROUNDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0260 ***********************************************************************
 MT0260  DESIGNATION -  KAW RM 1
 MT0260  PID         -  MT0260
 MT0260  STATE/COUNTY-  NV/ELKO
 MT0260  USGS QUAD   -  WELLS (1982)
 MT0260
 MT0260                         *CURRENT SURVEY CONTROL
 MT0260  ___________________________________________________________________
 MT0260* NAD 83(1986)-  41 05 56.     (N)    114 55 18.     (W)     SCALED    
 MT0260* NAVD 88     -      1777.172  (meters)    5830.61   (feet)  ADJUSTED  
 MT0260  ___________________________________________________________________
 MT0260  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 MT0260  DYNAMIC HT  -        1775.681 (meters)    5825.71  (feet)  COMP
 MT0260  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 MT0260
 MT0260  VERT ORDER  -  SECOND    CLASS 0
 MT0260
 MT0260.The horizontal coordinates were scaled from a topographic map and have
 MT0260.an estimated accuracy of +/- 6 seconds.
 MT0260
 MT0260.The orthometric height was determined by differential leveling
 MT0260.and adjusted by the National Geodetic Survey in June 1991..
 MT0260
 MT0260.The geoid height was determined by GEOID03.
 MT0260
 MT0260.The dynamic height is computed by dividing the NAVD 88
 MT0260.geopotential number by the normal gravity value computed on the
 MT0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0260.degrees latitude (g = 980.6199 gals.).
 MT0260
 MT0260.The modeled gravity was interpolated from observed gravity values.
 MT0260
 MT0260;                    North         East    Units  Estimated Accuracy
 MT0260;SPC NV E     - 8,704,840.      255,580.      MT  (+/- 180 meters Scaled)
 MT0260
 MT0260                          SUPERSEDED SURVEY CONTROL
 MT0260
 MT0260  NGVD 29 (??/??/92) 1775.989  (m)         5826.72   (f) ADJ UNCH    2 0
 MT0260
 MT0260.Superseded values are not recommended for survey control.
 MT0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0260.See file dsdata.txt to determine how the superseded data were derived.
 MT0260
 MT0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF745518(NAD 83)
 MT0260_MARKER: DR = REFERENCE MARK DISK
 MT0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0260_STAMPING: KAW NO 1 1957
 MT0260_MARK LOGO: CGS   
 MT0260_PROJECTION: PROJECTING 10 CENTIMETERS
 MT0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0260+STABILITY: SURFACE MOTION
 MT0260
 MT0260  HISTORY     - Date     Condition        Report By
 MT0260  HISTORY     - 1957     MONUMENTED       CGS
 MT0260  HISTORY     - 1984     GOOD             NGS
 MT0260
 MT0260                          STATION DESCRIPTION
 MT0260
 MT0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0260'2.9 MI E FROM WELLS.
 MT0260'2.8 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0260'AVE. AND U.S. HIGHWAY 40 AT WELLS, THENCE 0.1 MILE SOUTH OF HIGHWAY,
 MT0260'0.05 MILE NORTH OF POWER LINE RUNNING EAST-WEST, 0.05 MILE SOUTH OF A
 MT0260'TELEPHONE LINE RUNNING EAST-WEST, 32.2 FEET EAST OF STATION MARK, SET
 MT0260'IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 MT0260
 MT0260                          STATION RECOVERY (1984)
 MT0260
 MT0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0260'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.  ADD
 MT0260'ALSO 3.15 KM (1.95 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS
 MT0260'BRIDGE OVER US HIGHWAY 93 AT WELLS.
 MT0260'THE MARK IS 7.6 METERS  E FROM A WITNESS POST.
 MT0260'THE MARK IS 0.1 M BELOW STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0261 ***********************************************************************
 MT0261  DESIGNATION -  KAW RM 2
 MT0261  PID         -  MT0261
 MT0261  STATE/COUNTY-  NV/ELKO
 MT0261  USGS QUAD   -  WELLS (1982)
 MT0261
 MT0261                         *CURRENT SURVEY CONTROL
 MT0261  ___________________________________________________________________
 MT0261* NAD 83(1986)-  41 05 56.     (N)    114 55 18.     (W)     SCALED    
 MT0261* NAVD 88     -      1777.058  (meters)    5830.23   (feet)  ADJUSTED  
 MT0261  ___________________________________________________________________
 MT0261  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 MT0261  DYNAMIC HT  -        1775.566 (meters)    5825.34  (feet)  COMP
 MT0261  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 MT0261
 MT0261  VERT ORDER  -  SECOND    CLASS 0
 MT0261
 MT0261.The horizontal coordinates were scaled from a topographic map and have
 MT0261.an estimated accuracy of +/- 6 seconds.
 MT0261
 MT0261.The orthometric height was determined by differential leveling
 MT0261.and adjusted by the National Geodetic Survey in June 1991..
 MT0261
 MT0261.The geoid height was determined by GEOID03.
 MT0261
 MT0261.The dynamic height is computed by dividing the NAVD 88
 MT0261.geopotential number by the normal gravity value computed on the
 MT0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0261.degrees latitude (g = 980.6199 gals.).
 MT0261
 MT0261.The modeled gravity was interpolated from observed gravity values.
 MT0261
 MT0261;                    North         East    Units  Estimated Accuracy
 MT0261;SPC NV E     - 8,704,840.      255,580.      MT  (+/- 180 meters Scaled)
 MT0261
 MT0261                          SUPERSEDED SURVEY CONTROL
 MT0261
 MT0261  NGVD 29 (??/??/92) 1775.874  (m)         5826.35   (f) ADJ UNCH    2 0
 MT0261
 MT0261.Superseded values are not recommended for survey control.
 MT0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0261.See file dsdata.txt to determine how the superseded data were derived.
 MT0261
 MT0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF745518(NAD 83)
 MT0261_MARKER: DR = REFERENCE MARK DISK
 MT0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0261_STAMPING: KAW NO 2 1957
 MT0261_MARK LOGO: CGS   
 MT0261_PROJECTION: PROJECTING 20 CENTIMETERS
 MT0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0261+STABILITY: SURFACE MOTION
 MT0261
 MT0261  HISTORY     - Date     Condition        Report By
 MT0261  HISTORY     - 1957     MONUMENTED       CGS
 MT0261  HISTORY     - 1984     GOOD             NGS
 MT0261
 MT0261                          STATION DESCRIPTION
 MT0261
 MT0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0261'2.9 MI E FROM WELLS.
 MT0261'2.8 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0261'AVE. AND U.S. HIGHWAY 40 AT WELLS, THENCE 0.1 MILE SOUTH OF HIGHWAY,
 MT0261'0.05 MILE NORTH OF POWER LINE RUNNING EAST-WEST, 0.05 MILE SOUTH OF A
 MT0261'TELEPHONE LINE RUNNING EAST-WEST, 32.7 FEET SOUTH OF STATION MARK, SET
 MT0261'IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 MT0261
 MT0261                          STATION RECOVERY (1984)
 MT0261
 MT0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0261'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.  ADD
 MT0261'ALSO 3.15 KM (1.95 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS
 MT0261'BRIDGE OVER US HIGHWAY 93 AT WELLS.
 MT0261'THE MARK IS 7.3 METERS  S FROM A WITNESS POST.
 MT0261'THE MARK IS 0.15 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1003 ***********************************************************************
 HQ1003  DESIGNATION -  KAWICH 2
 HQ1003  PID         -  HQ1003
 HQ1003  STATE/COUNTY-  NV/NYE
 HQ1003  USGS QUAD   -  KAWICH PEAK (1987)
 HQ1003
 HQ1003                         *CURRENT SURVEY CONTROL
 HQ1003  ___________________________________________________________________
 HQ1003* NAD 83(1994)-  37 57 41.89010(N)    116 27 41.99338(W)     ADJUSTED  
 HQ1003* NAVD 88     -      2867.0    (meters)    9406.     (feet)  VERTCON   
 HQ1003  ___________________________________________________________________
 HQ1003  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 HQ1003  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 HQ1003
 HQ1003  HORZ ORDER  -  SECOND
 HQ1003
 HQ1003.The horizontal coordinates were established by classical geodetic methods
 HQ1003.and adjusted by the National Geodetic Survey in June 1998..
 HQ1003
 HQ1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1003
 HQ1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1003
 HQ1003.The geoid height was determined by GEOID03.
 HQ1003
 HQ1003;                    North         East     Units Scale Factor Converg.
 HQ1003;SPC NV C     - 6,356,365.635   518,013.400   MT  0.99990400   +0 07 34.0
 HQ1003;SPC NV C     -20,854,176.25  1,699,515.63   sFT  0.99990400   +0 07 34.0
 HQ1003;SPC NV E     - 8,356,709.723   122,820.787   MT  0.99997334   -0 32 25.1
 HQ1003;SPC NV E     -27,416,971.82    402,954.53   sFT  0.99997334   -0 32 25.1
 HQ1003;UTM  11      - 4,201,695.143   547,289.172   MT  0.99962754   +0 19 52.2
 HQ1003
 HQ1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1003!SPC NV C     -   0.99955418  x   0.99990400  =   0.99945822
 HQ1003!SPC NV E     -   0.99955418  x   0.99997334  =   0.99952753
 HQ1003!UTM  11      -   0.99955418  x   0.99962754  =   0.99918188
 HQ1003
 HQ1003:                Primary Azimuth Mark                     Grid Az
 HQ1003:SPC NV C     -  RAWHIDE                                  006 27 10.2
 HQ1003:SPC NV E     -  RAWHIDE                                  007 07 09.3
 HQ1003:UTM  11      -  RAWHIDE                                  006 14 52.0
 HQ1003
 HQ1003|---------------------------------------------------------------------|
 HQ1003| PID    Reference Object                     Distance      Geod. Az  |
 HQ1003|                                                           dddmmss.s |
 HQ1003| JQ0575 RAWHIDE                             APPROX.37.4 KM 0063444.2 |
 HQ1003| DD6111 KAWICH 2 RM 2                         5.537 METERS 08004     |
 HQ1003| DD6112 KAWICH 2 RM 3                         1.209 METERS 24143     |
 HQ1003| DD6110 KAWICH 2 RM 1                         4.522 METERS 34506     |
 HQ1003|---------------------------------------------------------------------|
 HQ1003
 HQ1003                          SUPERSEDED SURVEY CONTROL
 HQ1003
 HQ1003  NAD 83(1986)-  37 57 41.88703(N)    116 27 42.00055(W) AD(       ) 2
 HQ1003  NAD 27      -  37 57 42.11361(N)    116 27 38.80453(W) AD(       ) 2
 HQ1003  NGVD 29 (07/19/86) 2865.6    (m)         9402.     (f) VERT ANG       
 HQ1003
 HQ1003.Superseded values are not recommended for survey control.
 HQ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1003.See file dsdata.txt to determine how the superseded data were derived.
 HQ1003
 HQ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC4728901695(NAD 83)
 HQ1003_MARKER: DD = SURVEY DISK
 HQ1003_SETTING: 66 = SET IN ROCK OUTCROP
 HQ1003
 HQ1003  HISTORY     - Date     Condition        Report By
 HQ1003  HISTORY     - 1967     MONUMENTED       USGS
 HQ1003
 HQ1003                          STATION DESCRIPTION
 HQ1003
 HQ1003'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DWR)
 HQ1003'LOCATED ABOUT 42 MI. ESE. OF TONOPAH.  14 MI. S. OF U.S. HIGHWAY
 HQ1003'6.  6 MI. WSW. OF REVEILLE MILL.  6 MI. NE. OF STINKING SPRING.  ON
 HQ1003'THE TOP OF THE HIGHEST PEAK OF THE KAWICH RANGE.
 HQ1003'
 HQ1003'REACHED BY HELICOPTER.
 HQ1003'
 HQ1003'STATION MARK--STANDARD ALUMINUM TABLET STAMPED KAWICH 2 1967
 HQ1003'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 HQ1003'
 HQ1003'REFERENCE MARK NO. 1--BRONZE REFERENCE MARK TABLET STAMPED
 HQ1003'NO 1 1967 CEMENTED IN DRILL HOLE IN LARGE BOULDER.
 HQ1003'
 HQ1003'REFERENCE MARK NO. 2--BRONZE REFERENCE MARK TABLET STAMPED
 HQ1003'NO 2 1967 CEMENTED IN DRILL HOLE IN LARGE BOULDER.
 HQ1003'
 HQ1003'REFERENCE MARK NO. 3--BRONZE BENCH MARK TABLET NOT STAMPED
 HQ1003'CEMENTED IN DRILL HOLE IN TOP OF SHARP RIDGE ON A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2964 ***********************************************************************
 AB2964  DESIGNATION -  KAYO
 AB2964  PID         -  AB2964
 AB2964  STATE/COUNTY-  NV/WASHOE
 AB2964  USGS QUAD   -  VIRGINIA CITY (1994)
 AB2964
 AB2964                         *CURRENT SURVEY CONTROL
 AB2964  ___________________________________________________________________
 AB2964* NAD 83(1994)-  39 20 36.08892(N)    119 41 07.00873(W)     ADJUSTED  
 AB2964* NAVD 88     -      2104.2    (meters)    6904.     (feet)  VERTCON   
 AB2964  ___________________________________________________________________
 AB2964  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 AB2964  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AB2964
 AB2964  HORZ ORDER  -  THIRD
 AB2964
 AB2964.The horizontal coordinates were established by classical geodetic methods
 AB2964.and adjusted by the National Geodetic Survey in June 1998..
 AB2964
 AB2964.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2964
 AB2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2964
 AB2964.The geoid height was determined by GEOID03.
 AB2964
 AB2964;                    North         East     Units Scale Factor Converg.
 AB2964;SPC NV W     - 4,510,292.977   705,013.721   MT  1.00001105   -0 41 55.1
 AB2964;SPC NV W     -14,797,519.54  2,313,032.52   sFT  1.00001105   -0 41 55.1
 AB2964;UTM  11      - 4,358,319.777   268,588.082   MT  1.00025940   -1 42 11.3
 AB2964
 AB2964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2964!SPC NV W     -   0.99967376  x   1.00001105  =   0.99968480
 AB2964!UTM  11      -   0.99967376  x   1.00025940  =   0.99993307
 AB2964
 AB2964                          SUPERSEDED SURVEY CONTROL
 AB2964
 AB2964  NAD 83(1992)-  39 20 36.09334(N)    119 41 07.00352(W) AD(       ) 3
 AB2964  NGVD 29 (04/11/94) 2103.0    (m)         6900.     (f) VERT ANG       
 AB2964
 AB2964.Superseded values are not recommended for survey control.
 AB2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2964.See file dsdata.txt to determine how the superseded data were derived.
 AB2964
 AB2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6858858320(NAD 83)
 AB2964_MARKER: DS = TRIANGULATION STATION DISK
 AB2964
 AB2964  HISTORY     - Date     Condition        Report By
 AB2964  HISTORY     - 1935     MONUMENTED       USGS
 AB2964
 AB2964                          STATION DESCRIPTION
 AB2964
 AB2964'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 AB2964'LOCATED ABOUT 5.0 MI. SE OF STEAMBOUT SPRINGS, ON CENTER ONE OF THREE
 AB2964'PEAKS.
 AB2964'TO REACH FROM VIRGINIA CITY, DRIVE TO FOOT OF GIEGAR GRADE, ABOUT 10.0
 AB2964'MI., TAKE RD SE TO STEVENSON RANCH, WALK S ABOUT 2.0 MI. UP RIDGE TO
 AB2964'STATION.
 AB2964'STATION MARK--STANDARD TABLET STAMPED---KAYO 1935--- CEMENTED IN ROCK
 AB2964'OUTCROP.
 AB2964'REFERENCE MARK NO. 1--CHISELED CROSS ON BOULDER 18.35 FT. FROM STATION
 AB2964'MARK.
 AB2964'REFERENCE MARK NO. 2--CHISELED CROSS ON BOULDER 10.48 FT. FROM STATION
 AB2964'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0069 ***********************************************************************
 LQ0069  FBN         -  This is a Federal Base Network Control Station.
 LQ0069  DESIGNATION -  KEG
 LQ0069  PID         -  LQ0069
 LQ0069  STATE/COUNTY-  NV/ELKO
 LQ0069  USGS QUAD   -  HARDY CREEK (1982)
 LQ0069
 LQ0069                         *CURRENT SURVEY CONTROL
 LQ0069  ___________________________________________________________________
 LQ0069* NAD 83(1999)-  40 59 04.87165(N)    114 25 14.94939(W)     ADJUSTED  
 LQ0069* NAVD 88     -      1761.007  (meters)    5777.57   (feet)  ADJUSTED  
 LQ0069  ___________________________________________________________________
 LQ0069  EPOCH DATE  -        1999.37
 LQ0069  X           -  -1,994,007.958 (meters)                     COMP
 LQ0069  Y           -  -4,391,523.834 (meters)                     COMP
 LQ0069  Z           -   4,162,283.200 (meters)                     COMP
 LQ0069  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 LQ0069  ELLIP HEIGHT-        1743.70  (meters)          (05/16/00) GPS OBS
 LQ0069  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 LQ0069  DYNAMIC HT  -        1759.502 (meters)    5772.63  (feet)  COMP
 LQ0069  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 LQ0069
 LQ0069  HORZ ORDER  -  A
 LQ0069  VERT ORDER  -  SECOND    CLASS 0
 LQ0069  ELLP ORDER  -  FOURTH    CLASS I
 LQ0069
 LQ0069.The horizontal coordinates were established by GPS observations
 LQ0069.and adjusted by the National Geodetic Survey in May 2000..
 LQ0069.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 LQ0069.DATUM ITEM on the data sheet items page.
 LQ0069.The horizontal coordinates are valid at the epoch date displayed above.
 LQ0069.The epoch date for horizontal control is a decimal equivalence
 LQ0069.of Year/Month/Day.
 LQ0069
 LQ0069.The orthometric height was determined by differential leveling
 LQ0069.and adjusted by the National Geodetic Survey in June 1991..
 LQ0069
 LQ0069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LQ0069
 LQ0069.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0069
 LQ0069.The ellipsoidal height was determined by GPS observations
 LQ0069.and is referenced to NAD 83.
 LQ0069
 LQ0069.The geoid height was determined by GEOID03.
 LQ0069
 LQ0069.The dynamic height is computed by dividing the NAVD 88
 LQ0069.geopotential number by the normal gravity value computed on the
 LQ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0069.degrees latitude (g = 980.6199 gals.).
 LQ0069
 LQ0069.The modeled gravity was interpolated from observed gravity values.
 LQ0069
 LQ0069;                    North         East     Units Scale Factor Converg.
 LQ0069;SPC NV E     - 8,692,596.061   297,822.138   MT  1.00001774   +0 45 45.0
 LQ0069;SPC NV E     -28,518,958.91    977,104.80   sFT  1.00001774   +0 45 45.0
 LQ0069;UTM  11      - 4,540,261.209   716,973.621   MT  1.00017946   +1 41 32.0
 LQ0069
 LQ0069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0069!SPC NV E     -   0.99972656  x   1.00001774  =   0.99974429
 LQ0069!UTM  11      -   0.99972656  x   1.00017946  =   0.99990597
 LQ0069
 LQ0069|---------------------------------------------------------------------|
 LQ0069| PID    Reference Object                     Distance      Geod. Az  |
 LQ0069|                                                           dddmmss.s |
 LQ0069| LQ0070 KEG RM 1                              7.209 METERS 13512     |
 LQ0069| LQ0071 KEG RM 2                              7.714 METERS 19744     |
 LQ0069| MT0754 JON                                 APPROX. 7.7 KM 2924221.5 |
 LQ0069|---------------------------------------------------------------------|
 LQ0069
 LQ0069                          SUPERSEDED SURVEY CONTROL
 LQ0069
 LQ0069  NAD 83(1994)-  40 59 04.87054(N)    114 25 14.94626(W) AD(       ) B
 LQ0069  ELLIP H (03/30/95) 1743.75   (m)                       GP(       ) 4 1
 LQ0069  NAD 83(1986)-  40 59 04.86423(N)    114 25 14.94334(W) AD(       ) 2
 LQ0069  NAD 27      -  40 59 05.13049(N)    114 25 11.85413(W) AD(       ) 2
 LQ0069  NAVD 88 (03/30/95) 1761.01   (m)         5777.6    (f) LEVELING    3  
 LQ0069  NGVD 29 (??/??/92) 1759.87   (m)         5773.8    (f) COMPUTED    2 0
 LQ0069
 LQ0069.Superseded values are not recommended for survey control.
 LQ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0069.See file dsdata.txt to determine how the superseded data were derived.
 LQ0069
 LQ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF1697440261(NAD 83)
 LQ0069_MARKER: DS = TRIANGULATION STATION DISK
 LQ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0069_STAMPING: KEG 1957
 LQ0069_MARK LOGO: CGS   
 LQ0069_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LQ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0069+STABILITY: SURFACE MOTION
 LQ0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0069+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1999
 LQ0069
 LQ0069  HISTORY     - Date     Condition        Report By
 LQ0069  HISTORY     - 1957     MONUMENTED       CGS
 LQ0069  HISTORY     - 1957     GOOD             CGS
 LQ0069  HISTORY     - 19940103 GOOD             NGS
 LQ0069  HISTORY     - 19981215 GOOD             NGS
 LQ0069  HISTORY     - 19990614 GOOD             NGS
 LQ0069
 LQ0069                          STATION DESCRIPTION
 LQ0069
 LQ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0069'THE STATION IS 4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 40
 LQ0069'FROM OASIS, 77 PACES NORTHEAST OF THE CENTER LINE OF THE
 LQ0069'HIGHWAY AND 19 FEET SOUTHWEST OF THE TELEPHONE LINE.
 LQ0069'
 LQ0069'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 LQ0069'CONCRETE CYLINDERS.
 LQ0069'
 LQ0069'THE STATION MARK, STAMPED KEG 1957, PROJECTS ABOUT 2 INCHES AND
 LQ0069'IS 7 FEET EAST-NORTHEAST OF A WITNESS POST.
 LQ0069'
 LQ0069'REFERENCE MARK 1, STAMPED KEG NO 1 1957, PROJECTS ABOUT 3
 LQ0069'INCHES.  IT IS 19 FEET SOUTHWEST OF THE TELEPHONE LINE AND ABOUT
 LQ0069'THE SAME ELEVATION AS THE STATION.
 LQ0069'
 LQ0069'REFERENCE MARK 2, STAMPED KEG NO 2 1957, PROJECTS ABOUT 3 INCHES
 LQ0069'AND IS ALSO ABOUT THE SAME ELEVATION AS THE STATION.
 LQ0069
 LQ0069                          STATION RECOVERY (1957)
 LQ0069
 LQ0069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0069'4.6 MI SE FROM OASIS.
 LQ0069'4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 251.0 FEET NORTH
 LQ0069'OF CENTERLINE OF HIGHWAY, 20.0 FEET SOUTH OF TELEPHONE LINE, 23.6 FEET
 LQ0069'WEST OF R.M. 1, 25.4 FEET NORTH OF R.M. 2, 7.6 FEET NORTHEAST OF
 LQ0069'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE
 LQ0069'GROUND SURFACE.
 LQ0069
 LQ0069                          STATION RECOVERY (1994)
 LQ0069
 LQ0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 LQ0069'STATION IS LOCATED ABOUT 45 KM (27.95 MI) NORTHWEST OF WENDOVER, 7 KM
 LQ0069'(4.35 MI) SOUTHEAST OF THE MONTELL-OASIS INTERCHANGE (EXIT 378) OF
 LQ0069'INTERSTATE HIGHWAY 80, 6.4 KM (3.95 MI) NORTHWEST OF THE SHAFTER
 LQ0069'INTERCHANGE (EXIT 387), AT MILE 383.5, ALONG A TRACK ROAD FOR A
 LQ0069'TRANSCONTINENTAL CABLE LINE THAT PARALLELS THE HIGHWAY, IN SOUTH
 LQ0069'CENTRAL SECTION 20, T 36 N, R 67 E.  OWNERSHIP--US BUREAU OF LAND
 LQ0069'MANAGEMENT. TO REACH FROM THE OVERPASS AT THE JUNCTION OF HIGHWAY 80
 LQ0069'AND STATE HIGHWAY 233 (EXIT 378), ABOUT 50 KM (31.05 MI) NORTHWEST OF
 LQ0069'WENDOVER, GO SOUTHEAST ON HIGHWAY 80 FOR 5.19 KM (3.20 MI) TO A BRIDGE
 LQ0069'OVER A RAILROAD TRACK.  CONTINUE AHEAD FOR 1.61 KM (1.00 MI) TO
 LQ0069'MILEPOST 383.  CONTINUE AHEAD FOR 0.93 KM (0.55 MI) TO A DIM MEDIAN
 LQ0069'CROSSOVER. TURN LEFT, THEN RETURN NORTHWEST ON HIGHWAY FOR 85 M (278.9
 LQ0069'FT) TO THE STATION ON THE RIGHT.  PACK NORTHEAST, CROSSING FENCE, FOR
 LQ0069'ABOUT 70 M (229.7 FT) TO THE STATION. STATION MARK IS SET IN THE TOP
 LQ0069'OF A 25-CM ROUND CONCRETE POST PROJECTING 3 CM.  IT IS 79.0 M (259.2
 LQ0069'FT) NORTHEAST OF THE CENTER OF THE WESTBOUND LANES, 17.9 M (58.7 FT)
 LQ0069'NORTHEAST OF THE RIGHT-OF-WAY FENCE, 0.8 M (2.6 FT) SOUTHEAST OF A
 LQ0069'FIBERGLASS WITNESS POST, 2.2 M (7.2 FT) EAST-NORTHEAST OF A WOOD
 LQ0069'WITNESS POST, 3 M (9.8 FT) SOUTHWEST OF THE TRACK ROAD CENTER, AND
 LQ0069'21.1 M (69.2 FT) WEST OF AN UNDERGROUND CABLE WITNESS POST. DESCRIBED
 LQ0069'BY G.R.HEID
 LQ0069
 LQ0069                          STATION RECOVERY (1998)
 LQ0069
 LQ0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 LQ0069'RECOVERED AS DESCRIBED.
 LQ0069
 LQ0069                          STATION RECOVERY (1999)
 LQ0069
 LQ0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 LQ0069'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0070 ***********************************************************************
 LQ0070  DESIGNATION -  KEG RM 1
 LQ0070  PID         -  LQ0070
 LQ0070  STATE/COUNTY-  NV/ELKO
 LQ0070  USGS QUAD   -  HARDY CREEK (1982)
 LQ0070
 LQ0070                         *CURRENT SURVEY CONTROL
 LQ0070  ___________________________________________________________________
 LQ0070* NAD 83(1986)-  40 59 05.     (N)    114 25 14.     (W)     SCALED    
 LQ0070* NAVD 88     -      1761.127  (meters)    5777.96   (feet)  ADJUSTED  
 LQ0070  ___________________________________________________________________
 LQ0070  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 LQ0070  DYNAMIC HT  -        1759.621 (meters)    5773.02  (feet)  COMP
 LQ0070  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 LQ0070
 LQ0070  VERT ORDER  -  SECOND    CLASS 0
 LQ0070
 LQ0070.The horizontal coordinates were scaled from a topographic map and have
 LQ0070.an estimated accuracy of +/- 6 seconds.
 LQ0070
 LQ0070.The orthometric height was determined by differential leveling
 LQ0070.and adjusted by the National Geodetic Survey in June 1991..
 LQ0070
 LQ0070.The geoid height was determined by GEOID03.
 LQ0070
 LQ0070.The dynamic height is computed by dividing the NAVD 88
 LQ0070.geopotential number by the normal gravity value computed on the
 LQ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0070.degrees latitude (g = 980.6199 gals.).
 LQ0070
 LQ0070.The modeled gravity was interpolated from observed gravity values.
 LQ0070
 LQ0070;                    North         East    Units  Estimated Accuracy
 LQ0070;SPC NV E     - 8,692,600.      297,840.      MT  (+/- 180 meters Scaled)
 LQ0070
 LQ0070                          SUPERSEDED SURVEY CONTROL
 LQ0070
 LQ0070  NGVD 29 (??/??/92) 1759.990  (m)         5774.23   (f) ADJ UNCH    2 0
 LQ0070
 LQ0070.Superseded values are not recommended for survey control.
 LQ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0070.See file dsdata.txt to determine how the superseded data were derived.
 LQ0070
 LQ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF169402(NAD 83)
 LQ0070_MARKER: DR = REFERENCE MARK DISK
 LQ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0070_STAMPING: KEG NO 1 1957
 LQ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0070+STABILITY: SURFACE MOTION
 LQ0070
 LQ0070  HISTORY     - Date     Condition        Report By
 LQ0070  HISTORY     - 1957     MONUMENTED       CGS
 LQ0070
 LQ0070                          STATION DESCRIPTION
 LQ0070
 LQ0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0070'4.6 MI SE FROM OASIS.
 LQ0070'4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 250.0 FEET NORTH
 LQ0070'OF CENTERLINE OF HIGHWAY, 21.0 FEET SOUTH OF TELEPHONE POLE LINE, 23.6
 LQ0070'FEET EAST OF STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 3
 LQ0070'INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0071 ***********************************************************************
 LQ0071  DESIGNATION -  KEG RM 2
 LQ0071  PID         -  LQ0071
 LQ0071  STATE/COUNTY-  NV/ELKO
 LQ0071  USGS QUAD   -  HARDY CREEK (1982)
 LQ0071
 LQ0071                         *CURRENT SURVEY CONTROL
 LQ0071  ___________________________________________________________________
 LQ0071* NAD 83(1986)-  40 59 05.     (N)    114 25 14.     (W)     SCALED    
 LQ0071* NAVD 88     -      1760.996  (meters)    5777.53   (feet)  ADJUSTED  
 LQ0071  ___________________________________________________________________
 LQ0071  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 LQ0071  DYNAMIC HT  -        1759.491 (meters)    5772.60  (feet)  COMP
 LQ0071  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 LQ0071
 LQ0071  VERT ORDER  -  SECOND    CLASS 0
 LQ0071
 LQ0071.The horizontal coordinates were scaled from a topographic map and have
 LQ0071.an estimated accuracy of +/- 6 seconds.
 LQ0071
 LQ0071.The orthometric height was determined by differential leveling
 LQ0071.and adjusted by the National Geodetic Survey in June 1991..
 LQ0071
 LQ0071.The geoid height was determined by GEOID03.
 LQ0071
 LQ0071.The dynamic height is computed by dividing the NAVD 88
 LQ0071.geopotential number by the normal gravity value computed on the
 LQ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0071.degrees latitude (g = 980.6199 gals.).
 LQ0071
 LQ0071.The modeled gravity was interpolated from observed gravity values.
 LQ0071
 LQ0071;                    North         East    Units  Estimated Accuracy
 LQ0071;SPC NV E     - 8,692,600.      297,840.      MT  (+/- 180 meters Scaled)
 LQ0071
 LQ0071                          SUPERSEDED SURVEY CONTROL
 LQ0071
 LQ0071  NGVD 29 (??/??/92) 1759.860  (m)         5773.81   (f) ADJ UNCH    2 0
 LQ0071
 LQ0071.Superseded values are not recommended for survey control.
 LQ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0071.See file dsdata.txt to determine how the superseded data were derived.
 LQ0071
 LQ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF169402(NAD 83)
 LQ0071_MARKER: DR = REFERENCE MARK DISK
 LQ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0071_STAMPING: KEG NO 2 1957
 LQ0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0071+STABILITY: SURFACE MOTION
 LQ0071
 LQ0071  HISTORY     - Date     Condition        Report By
 LQ0071  HISTORY     - 1957     MONUMENTED       CGS
 LQ0071
 LQ0071                          STATION DESCRIPTION
 LQ0071
 LQ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0071'4.6 MI SE FROM OASIS.
 LQ0071'4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 226.0 FEET NORTH
 LQ0071'OF CENTERLINE OF HIGHWAY, 43.0 FEET SOUTH OF TELEPHONE POLE LINE, 25.4
 LQ0071'FEET SOUTH OF STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 3
 LQ0071'INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0424 ***********************************************************************
 MU0424  DESIGNATION -  KELL
 MU0424  PID         -  MU0424
 MU0424  STATE/COUNTY-  NV/HUMBOLDT
 MU0424  USGS QUAD   -  RED HOUSE FLAT WEST (1988)
 MU0424
 MU0424                         *CURRENT SURVEY CONTROL
 MU0424  ___________________________________________________________________
 MU0424* NAD 83(1994)-  41 01 56.64469(N)    117 19 20.75976(W)     ADJUSTED  
 MU0424* NAVD 88     -      1351.2    (meters)    4433.     (feet)  VERTCON   
 MU0424  ___________________________________________________________________
 MU0424  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 MU0424  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 MU0424
 MU0424  HORZ ORDER  -  SECOND
 MU0424
 MU0424.The horizontal coordinates were established by classical geodetic methods
 MU0424.and adjusted by the National Geodetic Survey in June 1998..
 MU0424
 MU0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0424
 MU0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0424
 MU0424.The geoid height was determined by GEOID03.
 MU0424
 MU0424;                    North         East     Units Scale Factor Converg.
 MU0424;SPC NV W     - 4,698,009.478   906,024.688   MT  1.00003831   +0 49 40.2
 MU0424;SPC NV W     -15,413,386.10  2,972,516.00   sFT  1.00003831   +0 49 40.2
 MU0424;UTM  11      - 4,542,403.990   472,896.132   MT  0.99960904   -0 12 42.0
 MU0424
 MU0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0424!SPC NV W     -   0.99979123  x   1.00003831  =   0.99982953
 MU0424!UTM  11      -   0.99979123  x   0.99960904  =   0.99940035
 MU0424
 MU0424|---------------------------------------------------------------------|
 MU0424| PID    Reference Object                     Distance      Geod. Az  |
 MU0424|                                                           dddmmss.s |
 MU0424| CD7772 KELL RM 1                            10.989 METERS 13625     |
 MU0424| CD7773 KELL RM 2                             9.218 METERS 22344     |
 MU0424| CD7771 KELL AZ MK                                         2914352.6 |
 MU0424|---------------------------------------------------------------------|
 MU0424
 MU0424                          SUPERSEDED SURVEY CONTROL
 MU0424
 MU0424  NAD 83(1986)-  41 01 56.64868(N)    117 19 20.75635(W) AD(       ) 2
 MU0424  NAD 27      -  41 01 56.99830(N)    117 19 17.33300(W) AD(       ) 2
 MU0424  NGVD 29 (07/19/86) 1350.2    (m)         4430.     (f) VERT ANG       
 MU0424
 MU0424.Superseded values are not recommended for survey control.
 MU0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0424.See file dsdata.txt to determine how the superseded data were derived.
 MU0424
 MU0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF7289642404(NAD 83)
 MU0424_MARKER: DS = TRIANGULATION STATION DISK
 MU0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0424
 MU0424  HISTORY     - Date     Condition        Report By
 MU0424  HISTORY     - 1958     MONUMENTED       CGS
 MU0424
 MU0424                          STATION DESCRIPTION
 MU0424
 MU0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 MU0424'THE STATION IS LOCATED AIRLINE ABOUT 4 MILES NORTHWEST OF THE
 MU0424'ABANDONED RAILROAD STATION AT RED HOUSE, 12-1/4 MILES EAST-NORTHEAST
 MU0424'OF GOLCONDA, AND 3-1/2 MILES NORTH OF THE WESTERN PACIFIC
 MU0424'RAILROAD BRIDGE ACROSS THE HUMBOLDT RIVER, ON A LOW, SANDY,
 MU0424'SAGEBRUSH COVERED KNOLL ABOUT 0.3 MILE SOUTHEAST OF STATE
 MU0424'HIGHWAY 18.
 MU0424'
 MU0424'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GOLCONDA,
 MU0424'GO SOUTHEAST 0.1 MILE ON A GRAVEL ROAD TO THE PAVEMENT.  TURN
 MU0424'RIGHT (SOUTHWEST) AND GO 0.4 MILE TO THE INTERSECTION WITH
 MU0424'U.S. HIGHWAY 40.  TURN LEFT (SOUTHEAST) ON THE HIGHWAY AND
 MU0424'CONTINUE 2.1 MILES TO A SIDE ROAD ON THE LEFT (STATE HIGHWAY
 MU0424'18).  TURN LEFT AND GO NORTHEASTERLY 9.4 MILES TO A GRAVEL
 MU0424'CROSSROAD.  THE AZIMUTH MARK IS SOUTH OF THE INTERSECTION.
 MU0424'TURN RIGHT (SOUTHEAST) AND GO 0.5 MILE ALONG THE SOUTH SIDE OF
 MU0424'THE LOW HILL, THENCE LEFT (NORTH) ONTO THE KNOLL, CONTINUING
 MU0424'0.4 MILE TO THE STATION NEAR ITS NORTHWEST END.
 MU0424'
 MU0424'THE STATION MARK IS A STANDARD DISK STAMPED KELL 1958 CEMENTED
 MU0424'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 MU0424'4 INCHES ABOVE GROUND.  IT IS 6 FEET SOUTH OF A WITNESS POST.
 MU0424'
 MU0424'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KELL NO
 MU0424'1 1958 CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE
 MU0424'MONUMENT PROJECTING FIVE INCHES ABOVE GROUND.  IT IS AT THE
 MU0424'SAME ELEVATION AS THE STATION MARK.
 MU0424'
 MU0424'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KELL NO 2
 MU0424'1958 CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MU0424'PROJECTING FOUR INCHES ABOVE GROUND.  IT IS AT THE SAME
 MU0424'ELEVATION AS THE STATION.
 MU0424'
 MU0424'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KELL 1958 CEMENTED
 MU0424'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 3
 MU0424'INCHES ABOVE GROUND.  IT IS 34.7 FEET SOUTHEAST OF THE CENTERLINE
 MU0424'OF STATE HIGHWAY 18, AND 24.9 FEET SOUTHWEST OF THE APPROXIMATE
 MU0424'CENTER OF A GRAVEL CROSSROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0510 ***********************************************************************
 HP0510  DESIGNATION -  KELLY
 HP0510  PID         -  HP0510
 HP0510  STATE/COUNTY-  NV/LINCOLN
 HP0510  USGS QUAD   -  PAPOOSE RANGE (1989)
 HP0510
 HP0510                         *CURRENT SURVEY CONTROL
 HP0510  ___________________________________________________________________
 HP0510* NAD 83(1994)-  37 08 11.96372(N)    115 45 18.71841(W)     ADJUSTED  
 HP0510* NAVD 88     -      1513.3    (meters)    4965.     (feet)  VERTCON   
 HP0510  ___________________________________________________________________
 HP0510  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 HP0510  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 HP0510
 HP0510  HORZ ORDER  -  THIRD
 HP0510
 HP0510.The horizontal coordinates were established by classical geodetic methods
 HP0510.and adjusted by the National Geodetic Survey in June 1998..
 HP0510
 HP0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0510
 HP0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0510
 HP0510.The geoid height was determined by GEOID03.
 HP0510
 HP0510;                    North         East     Units Scale Factor Converg.
 HP0510;SPC NV E     - 8,264,805.990   184,730.842   MT  0.99990287   -0 06 13.5
 HP0510;SPC NV E     -27,115,450.99    606,071.10   sFT  0.99990287   -0 06 13.5
 HP0510;UTM  11      - 4,110,757.448   610,561.299   MT  0.99975058   +0 45 05.7
 HP0510
 HP0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0510!SPC NV E     -   0.99976664  x   0.99990287  =   0.99966954
 HP0510!UTM  11      -   0.99976664  x   0.99975058  =   0.99951728
 HP0510
 HP0510|---------------------------------------------------------------------|
 HP0510| PID    Reference Object                     Distance      Geod. Az  |
 HP0510|                                                           dddmmss.s |
 HP0510| CS8790 KELLY RM 2                            5.730 METERS 01317     |
 HP0510| CS8789 KELLY RM 1                            4.231 METERS 20900     |
 HP0510|---------------------------------------------------------------------|
 HP0510
 HP0510                          SUPERSEDED SURVEY CONTROL
 HP0510
 HP0510  NAD 83(1986)-  37 08 11.96466(N)    115 45 18.72200(W) AD(       ) 3
 HP0510  NGVD 29 (02/14/94) 1512.4    (m)         4962.     (f) VERT ANG       
 HP0510
 HP0510.Superseded values are not recommended for survey control.
 HP0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0510.See file dsdata.txt to determine how the superseded data were derived.
 HP0510
 HP0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB1056110757(NAD 83)
 HP0510_MARKER: DS = TRIANGULATION STATION DISK
 HP0510_SETTING: 66 = SET IN ROCK OUTCROP
 HP0510_SP_SET: SET IN BEDROCK
 HP0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0510+STABILITY: POSITION/ELEVATION WELL
 HP0510
 HP0510  HISTORY     - Date     Condition        Report By
 HP0510  HISTORY     - 1959     MONUMENTED       USGS
 HP0510  HISTORY     - 1962     GOOD             USGS
 HP0510
 HP0510                          STATION DESCRIPTION
 HP0510
 HP0510'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HP0510'LOCATED ABOUT 22 MI S. OF PROMINENT, BALD-TOPPED MTN. KNOWN AS
 HP0510'BALD MTN.  ABOUT 20.5 MI NW. OF SOUTH TIP OF YUCCA LAKE.  ON LOW,
 HP0510'ROCKY RIDGE.
 HP0510'
 HP0510'REACHED BY HELICOPTER.
 HP0510'
 HP0510'STATION MARK--STANDARD TABLET STAMPED---KELLY 1959---, CEMENTED IN
 HP0510'SOLID ROCK.
 HP0510'
 HP0510'RM 1--STANDARD RM TABLET STAMPED---NO 1 1959---, CEMENTED IN SOLID
 HP0510'ROCK.
 HP0510'
 HP0510'RM 2--STANDARD RM TABLET STAMPED---NO 2 1959---, CEMENTED IN SOLID
 HP0510'ROCK.
 HP0510
 HP0510                          STATION RECOVERY (1962)
 HP0510
 HP0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HP0510'LOCATED BOUT 22 MI. S. OF PROMINENT BALD TOP MOUNTAIN KNOWN AS --BALD
 HP0510'MOUNTAIN--, ABOUT 20.5 MI. NW. OF THE S. TIP OF YUCCA LAKE, ON A LOW
 HP0510'ROCKY RIDGE. REACHED BY HELICOPTER. STATION MARK--STANDARD TABLET
 HP0510'STAMPED---KELLY 1959--- CEMENTED IN SOLID ROCK. REFERENCE MARK NO.
 HP0510'1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1 1959--- CEMENTED IN
 HP0510'SOLID ROCK, 13.88 FT. FROM STATION MARK IN DIRECTI 29 DEGREES 00
 HP0510'MINUTES. REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET
 HP0510'STAMPED---NO 2 1959--- CEMENTED IN SOLID ROCK, 18.80 FT. FROM STATION
 HP0510'MARK IN DIRECTI 193 DEGREES 17 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1344 ***********************************************************************
 KR1344  DESIGNATION -  KELLY RM 1
 KR1344  PID         -  KR1344
 KR1344  STATE/COUNTY-  NV/WASHOE
 KR1344  USGS QUAD   -  RENO (1982)
 KR1344
 KR1344                         *CURRENT SURVEY CONTROL
 KR1344  ___________________________________________________________________
 KR1344* NAD 83(1986)-  39 33 09.     (N)    119 47 04.     (W)     SCALED    
 KR1344* NAVD 88     -      1398.319  (meters)    4587.65   (feet)  ADJUSTED  
 KR1344  ___________________________________________________________________
 KR1344  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KR1344  DYNAMIC HT  -        1397.047 (meters)    4583.48  (feet)  COMP
 KR1344  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 KR1344
 KR1344  VERT ORDER  -  FIRST     CLASS II
 KR1344
 KR1344.The horizontal coordinates were scaled from a topographic map and have
 KR1344.an estimated accuracy of +/- 6 seconds.
 KR1344
 KR1344.The orthometric height was determined by differential leveling
 KR1344.and adjusted by the National Geodetic Survey in June 1991..
 KR1344
 KR1344.The geoid height was determined by GEOID03.
 KR1344
 KR1344.The dynamic height is computed by dividing the NAVD 88
 KR1344.geopotential number by the normal gravity value computed on the
 KR1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1344.degrees latitude (g = 980.6199 gals.).
 KR1344
 KR1344.The modeled gravity was interpolated from observed gravity values.
 KR1344
 KR1344;                    North         East    Units  Estimated Accuracy
 KR1344;SPC NV W     - 4,533,620.      696,780.      MT  (+/- 180 meters Scaled)
 KR1344
 KR1344                          SUPERSEDED SURVEY CONTROL
 KR1344
 KR1344  NGVD 29 (??/??/92) 1397.245  (m)         4584.13   (f) ADJ UNCH    1 2
 KR1344
 KR1344.Superseded values are not recommended for survey control.
 KR1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1344.See file dsdata.txt to determine how the superseded data were derived.
 KR1344
 KR1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD607817(NAD 83)
 KR1344_MARKER: DR = REFERENCE MARK DISK
 KR1344_SETTING: 80 = SET IN A BOULDER
 KR1344_STAMPING: KELLY NO 1 1946
 KR1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1344+STABILITY: SURFACE MOTION
 KR1344
 KR1344  HISTORY     - Date     Condition        Report By
 KR1344  HISTORY     - 1946     MONUMENTED       CGS
 KR1344  HISTORY     - 1947     GOOD             NGS
 KR1344  HISTORY     - 1971     GOOD             NGS
 KR1344
 KR1344                          STATION DESCRIPTION
 KR1344
 KR1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KR1344'1.55 MI NW FROM SPARKS.
 KR1344'ABOUT 0.8 MILE NORTH ALONG SULLIVAN LANE FROM ITS INTERSECTION WITH I
 KR1344'STREET AT SPARKS, THENCE 0.6 MILE WEST ALONG WEDEKIND ROAD, THENCE
 KR1344'0.15 MILE NORTHWEST ALONG A DIM ROAD LEADING TO THE HIGHEST POINT OF A
 KR1344'HILL IN THE VICINITY, 24.2 FEET EAST OF TRIANGULATION STATION KELLY,
 KR1344'SET VERTICALLY IN THE WEST FACE OF A SMALL BOULDER PROJECTING 0.9 FOOT
 KR1344'ABOVE THE GROUND.
 KR1344
 KR1344                          STATION RECOVERY (1971)
 KR1344
 KR1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KR1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0822 ***********************************************************************
 LR0822  DESIGNATION -  KEMP
 LR0822  PID         -  LR0822
 LR0822  STATE/COUNTY-  NV/HUMBOLDT
 LR0822  USGS QUAD   -  BROOKS SPRING (1981)
 LR0822
 LR0822                         *CURRENT SURVEY CONTROL
 LR0822  ___________________________________________________________________
 LR0822* NAD 83(1994)-  40 51 37.69451(N)    117 21 55.22774(W)     ADJUSTED  
 LR0822* NAVD 88     -      1401.3    (meters)    4597.     (feet)  VERTCON   
 LR0822  ___________________________________________________________________
 LR0822  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 LR0822  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 LR0822
 LR0822  HORZ ORDER  -  SECOND
 LR0822
 LR0822.The horizontal coordinates were established by classical geodetic methods
 LR0822.and adjusted by the National Geodetic Survey in June 1998..
 LR0822
 LR0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0822
 LR0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0822
 LR0822.The geoid height was determined by GEOID03.
 LR0822
 LR0822;                    North         East     Units Scale Factor Converg.
 LR0822;SPC NV W     - 4,678,866.135   902,682.667   MT  1.00002973   +0 47 48.9
 LR0822;SPC NV W     -15,350,579.98  2,961,551.38   sFT  1.00002973   +0 47 48.9
 LR0822;UTM  11      - 4,523,332.396   469,209.525   MT  0.99961167   -0 14 20.5
 LR0822
 LR0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0822!SPC NV W     -   0.99978342  x   1.00002973  =   0.99981314
 LR0822!UTM  11      -   0.99978342  x   0.99961167  =   0.99939517
 LR0822
 LR0822|---------------------------------------------------------------------|
 LR0822| PID    Reference Object                     Distance      Geod. Az  |
 LR0822|                                                           dddmmss.s |
 LR0822| DB8035 KEMP RM 1                             7.270 METERS 08051     |
 LR0822| DB8036 KEMP RM 2                             6.622 METERS 30923     |
 LR0822| LR0827 OSGOOD                              APPROX. 5.6 KM 3101614.1 |
 LR0822|---------------------------------------------------------------------|
 LR0822
 LR0822                          SUPERSEDED SURVEY CONTROL
 LR0822
 LR0822  NAD 83(1986)-  40 51 37.69870(N)    117 21 55.22462(W) AD(       ) 2
 LR0822  NAD 27      -  40 51 38.04520(N)    117 21 51.80300(W) AD(       ) 2
 LR0822  NGVD 29 (07/19/86) 1400.3    (m)         4594.     (f) VERT ANG       
 LR0822
 LR0822.Superseded values are not recommended for survey control.
 LR0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0822.See file dsdata.txt to determine how the superseded data were derived.
 LR0822
 LR0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF6921023332(NAD 83)
 LR0822_MARKER: DS = TRIANGULATION STATION DISK
 LR0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0822_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LR0822
 LR0822  HISTORY     - Date     Condition        Report By
 LR0822  HISTORY     - 1958     MONUMENTED       CGS
 LR0822
 LR0822                          STATION DESCRIPTION
 LR0822
 LR0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0822'THE STATION IS 15 MILES WEST-NORTWEST OF VALMY, 9 MILES
 LR0822'SOUTHEAST OF GOLCINDA, 4 MILES SOUTHWEST OF THE EASTERN APPROACH
 LR0822'TO THE GOLCONDA GRADE, ON U.S. HIGHWAY 40 AND 0.7 MILE NORTHWEST
 LR0822'OF THE ROAD ALONG THE WEST SIDE OF THE VALLEY.  IT IS ON THE
 LR0822'FIRST LOW, SAGE BRUSH COVERED, BENCH WEST OF THE ROAD.
 LR0822'
 LR0822'TO REACH THE STATION FROM VALMY GO NORTHWEST ON U.S. HIGHWAY 40
 LR0822'FOR 11.4 MILES TO THE FOOT OF THE GOLCONDA GRADE AND A SIDE
 LR0822'ROAD LEFT.  FOLLOW THE DIRT ROAD SOUTH AND SOUTHWEST FOR 3.8
 LR0822'MILES TO A SMALL CABIN ON THE RIGHT, CONTINUE ON THE MAIN
 LR0822'TRAVELED ROAD FOR 0.7 MILE.  HERE TURN RIGHT, NORTHWEST, AND
 LR0822'FOLLOWING THE DIM TRACKS FOR 0.7 MILE UP ONTO THE FIRST SAGE
 LR0822'BRUSH COVERED BENCH TO THE STATION AS DESCRIBED ABOVE.
 LR0822'
 LR0822'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 LR0822'CYLINDRICAL CONCRETE POSTS AND STAMPED KEMP 1958 WITH THE
 LR0822'REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0847 ***********************************************************************
 LR0847  DESIGNATION -  KENNEDY
 LR0847  PID         -  LR0847
 LR0847  STATE/COUNTY-  NV/PERSHING
 LR0847  USGS QUAD   -  SOU HILLS (1990)
 LR0847
 LR0847                         *CURRENT SURVEY CONTROL
 LR0847  ___________________________________________________________________
 LR0847* NAD 83(1994)-  40 14 48.84369(N)    117 44 33.28822(W)     ADJUSTED  
 LR0847* NAVD 88     -      1759.4    (meters)    5772.     (feet)  VERTCON   
 LR0847  ___________________________________________________________________
 LR0847  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 LR0847  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 LR0847
 LR0847  HORZ ORDER  -  SECOND
 LR0847
 LR0847.The horizontal coordinates were established by classical geodetic methods
 LR0847.and adjusted by the National Geodetic Survey in June 1998..
 LR0847
 LR0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0847
 LR0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0847
 LR0847.The geoid height was determined by GEOID03.
 LR0847
 LR0847;                    North         East     Units Scale Factor Converg.
 LR0847;SPC NV W     - 4,610,363.924   871,529.192   MT  0.99996296   +0 32 35.6
 LR0847;SPC NV W     -15,125,835.64  2,859,342.02   sFT  0.99996296   +0 32 35.6
 LR0847;UTM  11      - 4,455,425.838   436,842.178   MT  0.99964910   -0 28 47.2
 LR0847
 LR0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0847!SPC NV W     -   0.99972745  x   0.99996296  =   0.99969042
 LR0847!UTM  11      -   0.99972745  x   0.99964910  =   0.99937665
 LR0847
 LR0847|---------------------------------------------------------------------|
 LR0847| PID    Reference Object                     Distance      Geod. Az  |
 LR0847|                                                           dddmmss.s |
 LR0847| DB8039 KENNEDY RM 2                          8.106 METERS 00122     |
 LR0847| LR0843 AIRWAY BCN 32 SW OF BATTLE MTN      APPROX.21.5 KM 0690736.9 |
 LR0847| DB8037 KENNEDY AZ MK                                      0842528.2 |
 LR0847| DB8038 KENNEDY RM 1                          9.145 METERS 09109     |
 LR0847| LR0848 AIRWAY BCN 30 35 MI E LOVELOCK      APPROX. 7.0 KM 2291500.7 |
 LR0847|---------------------------------------------------------------------|
 LR0847
 LR0847                          SUPERSEDED SURVEY CONTROL
 LR0847
 LR0847  NAD 83(1986)-  40 14 48.84643(N)    117 44 33.28103(W) AD(       ) 2
 LR0847  NAD 27      -  40 14 49.16100(N)    117 44 29.84150(W) AD(       ) 2
 LR0847  NGVD 29 (07/19/86) 1758.4    (m)         5769.     (f) VERT ANG       
 LR0847
 LR0847.Superseded values are not recommended for survey control.
 LR0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0847.See file dsdata.txt to determine how the superseded data were derived.
 LR0847
 LR0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME3684255426(NAD 83)
 LR0847_MARKER: DS = TRIANGULATION STATION DISK
 LR0847_SETTING: 66 = SET IN ROCK OUTCROP
 LR0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0847
 LR0847  HISTORY     - Date     Condition        Report By
 LR0847  HISTORY     - 1958     MONUMENTED       CGS
 LR0847  HISTORY     - 1958     GOOD             CGS
 LR0847
 LR0847                          STATION DESCRIPTION
 LR0847
 LR0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0847'THE STATION IS LOCATED AIRLINE ABOUT 39 MILES EAST OF LOVELOCK,
 LR0847'33 MILES SOUTH-SOUTHEAST OF MILL CITY AND 5 MILES NORTHEAST
 LR0847'OF DAGO PASS.  IT IS ON A LONE, ROCKY HILL ON THE WEST SIDE
 LR0847'OF DIXIE VALLEY, AT THE EAST END OF GRANITE MOUNTAIN.
 LR0847'
 LR0847'TO REACH THE STATION FROM THE POST OFFICE IN BATTLE MOUNTAIN
 LR0847'GO NORTHWEST ON U.S. HIGHWAY 40 FOR 0.05 MILE TO JUNCTION
 LR0847'WITH STATE HIGHWAY 8A.  TURN LEFT AND GO SOUTHWEST ON HIGHWAY
 LR0847'8A FOR 12.0 MILES TO A PAVED SIDE ROAD ON THE RIGHT.  TURN
 LR0847'RIGHT AND GO SOUTHWEST FOR 2.4 MILES TO THE END OF THE PAVEMENT
 LR0847'AT A FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST FOR 6.05 MILES
 LR0847'TO A WINDMILL AND CORRAL ON THE RIGHT.  CONTINUE SOUTHWEST ON
 LR0847'THE MAIN ROAD FOR 8.85 MILES TO A FORK AT A SIGN SAVEL BUFFALO
 LR0847'RANCH.  TAKE THE LEFT FORK AND CONTINUE SOUTHWESTERLY ON THE
 LR0847'MAIN ROAD FOR 8.65 MILES TO THE SUMMIT OF DACIES PASS AND AN
 LR0847'ABANDONED AIRWAY BEACON ABOUT 200 YARDS EAST.  CONTINUE ON
 LR0847'THE MAIN ROAD, SOUTHWESTERLY, FOR 10.4 MILES TO A FORK
 LR0847'LEADING TO A RANCH.  KEEP THE RIGHT FORK, STRAIGHT AHEAD,
 LR0847'ON A WINDING ROAD, FOR 3.4 MILES TO A BRICK TELEPHONE COMPANY
 LR0847'BUILDING.  FOLLOW THE MAIN ROAD SOUTH FOR 1.9 MILES TO A
 LR0847'SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD ALONG A POWER LINE,
 LR0847'SOUTHWEST, FOR 2.1 MILES TO A GRADED SIDE ROAD RIGHT.  TURN
 LR0847'RIGHT AND GO NORTHWEST FOR 6.85 MILES TO AN INTERSECTION.
 LR0847'CONTINUE WEST FOR 2.75 MILES TO A REVERSE FORK RIGHT.
 LR0847'TURN SHARP RIGHT AND GO NORTH FOR 3.7 MILES TO THE AZIMUTH MARK
 LR0847'ON THE LEFT.  CONTINUE NORTH FOR 0.55 MILE TO A REVERSE
 LR0847'FORK LEFT.  TURN SHARP LEFT AND FOLLOW TRACK ROAD
 LR0847'WESTERLY FOR 1.8 MILES TO A DIM FORK.  TAKE THE LEFT FORK AND GO
 LR0847'WEST ABOUT 0.1 MILE TO THE END OF TRUCK TRAVEL FOR A
 LR0847'CONVENTIONAL DRIVE VEHICLE.  USING A 4-WHEEL DRIVE TRUCK, TURN
 LR0847'LEFT ACROSS A SMALL WASH AND WORK YOUR WAY SOUTHERLY AND THEN
 LR0847'EASTERLY UP AND ALONG THE RIDGE LEADING TO THE STATION FOR
 LR0847'0.55 MILE TO THE END OF TRUCK TRAVEL.  PACK EAST ABOUT
 LR0847'300 YARDS TO THE HIGHEST POINT AND THE STATION.
 LR0847'
 LR0847'THE STATION MARK IS A STANDARD DISK STAMPED KENNEDY 1958
 LR0847'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 LR0847'FLUSH WITH THE GROUND.
 LR0847'
 LR0847'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED KENNEDY
 LR0847'NO 1 1958 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 LR0847'AND PROJECTS ABOUT 2-1/2 FEET.  IT IS ABOUT 5-1/2 FEET LOWER
 LR0847'THAN THE STATION MARK.
 LR0847'
 LR0847'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED KENNEDY
 LR0847'NO 2 1958 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 LR0847'AND PROJECTS ABOUT 2-1/2 FEET.  IT IS ABOUT 1 FOOT HIGHER THAN
 LR0847'THE STATION MARK.
 LR0847'
 LR0847'AZIMUTH MARK IS A STANDARD DISK STAMPED KENNEDY 1958 CEMENTED
 LR0847'IN A DRILL HOLE IN A LARGE OUTCROPPING BOULDER, AND PROJECTS
 LR0847'10 INCHES.  IT IS 2 FEET NORTH OF A CAIRN AND ABOUT 40 FEET
 LR0847'WEST OF THE CENTERLINE OF A DIRT ROAD.
 LR0847
 LR0847                          STATION RECOVERY (1958)
 LR0847
 LR0847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0847'STATION MARK--A STANDARD DISK STAMPED---KENNEDY 1958---CEMENTED
 LR0847'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 LR0847'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0491 ***********************************************************************
 LQ0491  DESIGNATION -  KENO
 LQ0491  PID         -  LQ0491
 LQ0491  STATE/COUNTY-  NV/ELKO
 LQ0491  USGS QUAD   -  ELKO WEST (1975)
 LQ0491
 LQ0491                         *CURRENT SURVEY CONTROL
 LQ0491  ___________________________________________________________________
 LQ0491* NAD 83(1994)-  40 50 18.65153(N)    115 47 09.64722(W)     ADJUSTED  
 LQ0491* NAVD 88     -      1609.563  (meters)    5280.71   (feet)  ADJUSTED  
 LQ0491  ___________________________________________________________________
 LQ0491  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 LQ0491  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 LQ0491  DYNAMIC HT  -        1608.205 (meters)    5276.25  (feet)  COMP
 LQ0491  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 LQ0491
 LQ0491  HORZ ORDER  -  SECOND
 LQ0491  VERT ORDER  -  FIRST     CLASS II
 LQ0491
 LQ0491.The horizontal coordinates were established by classical geodetic methods
 LQ0491.and adjusted by the National Geodetic Survey in June 1998..
 LQ0491
 LQ0491.The orthometric height was determined by differential leveling
 LQ0491.and adjusted by the National Geodetic Survey in June 1991..
 LQ0491
 LQ0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0491
 LQ0491.The geoid height was determined by GEOID03.
 LQ0491
 LQ0491.The dynamic height is computed by dividing the NAVD 88
 LQ0491.geopotential number by the normal gravity value computed on the
 LQ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0491.degrees latitude (g = 980.6199 gals.).
 LQ0491
 LQ0491.The modeled gravity was interpolated from observed gravity values.
 LQ0491
 LQ0491;                    North         East     Units Scale Factor Converg.
 LQ0491;SPC NV E     - 8,675,733.788   182,907.652   MT  0.99990359   -0 07 57.1
 LQ0491;SPC NV E     -28,463,636.60    600,089.52   sFT  0.99990359   -0 07 57.1
 LQ0491;UTM  11      - 4,521,539.970   602,348.061   MT  0.99972893   +0 47 38.1
 LQ0491
 LQ0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0491!SPC NV E     -   0.99975051  x   0.99990359  =   0.99965412
 LQ0491!UTM  11      -   0.99975051  x   0.99972893  =   0.99947950
 LQ0491
 LQ0491|---------------------------------------------------------------------|
 LQ0491| PID    Reference Object                     Distance      Geod. Az  |
 LQ0491|                                                           dddmmss.s |
 LQ0491| LQ0492 KENO RM 1                            11.490 METERS 00646     |
 LQ0491| LQ0734 ELKO RADIO STATION KELK TOWER       APPROX. 3.1 KM 0793812.1 |
 LQ0491| LQ0439 ELKO AIRPORT                        APPROX. 1.3 KM 1441403.2 |
 LQ0491| LQ0490 KENO RM 2                             9.083 METERS 23057     |
 LQ0491|---------------------------------------------------------------------|
 LQ0491
 LQ0491                          SUPERSEDED SURVEY CONTROL
 LQ0491
 LQ0491  NAD 83(1986)-  40 50 18.65443(N)    115 47 09.64062(W) AD(       ) 2
 LQ0491  NAD 27      -  40 50 18.93510(N)    115 47 06.39560(W) AD(       ) 2
 LQ0491  NGVD 29 (07/19/86) 1608.42   (m)         5277.0    (f) LEVELING    3  
 LQ0491
 LQ0491.Superseded values are not recommended for survey control.
 LQ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0491.See file dsdata.txt to determine how the superseded data were derived.
 LQ0491
 LQ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0234821540(NAD 83)
 LQ0491_MARKER: DS = TRIANGULATION STATION DISK
 LQ0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0491_SP_SET: CONCRETE POST
 LQ0491_STAMPING: KENO 1957
 LQ0491_MARK LOGO: CGS   
 LQ0491_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0491+STABILITY: SURFACE MOTION
 LQ0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0491+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1988
 LQ0491
 LQ0491  HISTORY     - Date     Condition        Report By
 LQ0491  HISTORY     - 1957     MONUMENTED       CGS
 LQ0491  HISTORY     - 1957     GOOD             CGS
 LQ0491  HISTORY     - 1964     GOOD             CGS
 LQ0491  HISTORY     - 1964     GOOD             NGS
 LQ0491  HISTORY     - 1977     GOOD             NGS
 LQ0491  HISTORY     - 1983     GOOD             NGS
 LQ0491  HISTORY     - 19840601 GOOD             NGS
 LQ0491  HISTORY     - 19880616 GOOD             NGS
 LQ0491
 LQ0491                          STATION DESCRIPTION
 LQ0491
 LQ0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0491'THE STATION IS ABOUT 1-1/4 MILES NORTHWEST OF THE CENTER OF
 LQ0491'ELKO, ALONG THE WEST SIDE OF THE CITY LIMITS AND NEAR THE
 LQ0491'NORTHWEST CORNER AND CLOSE TO THE LINE PROPOSED FOR THE NEW
 LQ0491'U.S. HIGHWAY 40 BY-PASS.  IT IS NEAR THE SOUTH END OF A
 LQ0491'GRASSY BENCH ABOUT 100 YARDS SOUTH OF A TELEPHONE LINE.
 LQ0491'
 LQ0491'TO REACH FROM THE INTERSECTION OF FIFTH AND IDAHO STREETS IN
 LQ0491'ELKO, GO SOUTHWEST ON U.S. HIGHWAY 40 FOR 0.8 MILE TO THE
 LQ0491'JUNCTION WITH STATE HIGHWAY 11.  TURN RIGHT ON STATE HIGHWAY
 LQ0491'11 AND GO 0.5 MILE TO A TRACK ROAD RIGHT, JUST AFTER CROSSING
 LQ0491'A CATTLE GUARD.  TURN RIGHT AND FOLLOW THE TRACK ROAD NORTHERLY
 LQ0491'FOR 0.6 MILE TO THE TOP AT THE SOUTH SIDE OF THE BENCH AND THE
 LQ0491'STATION SITE.
 LQ0491'
 LQ0491'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 LQ0491'SET IN CONCRETE CYLINDERS.
 LQ0491'
 LQ0491'THE STATION MARK, STAMPED KENO 1957, PROJECTS ABOUT 4 INCHES
 LQ0491'AND IS 15 FEET NORTH-NORTHEAST OF A WITNESS POST.
 LQ0491'
 LQ0491'REFERENCE MARK 1, STAMPED KENO NO 1 1957, PROJECTS ABOUT 4
 LQ0491'INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 LQ0491'
 LQ0491'REFERENCE MARK 2, STAMPED KENO NO 2 1957, PROJECTS ABOUT 2
 LQ0491'INCHES AND IS ALSO ABOUT THE SAME ELEVATION AS THE STATION.
 LQ0491
 LQ0491                          STATION RECOVERY (1957)
 LQ0491
 LQ0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0491'1.1 MI NW FROM ELKO.
 LQ0491'0.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0491'IDAHO STREETS AT ELKO, THENCE 1.0 MILE NORTH ON STATE ROUTE 11, 0.4
 LQ0491'MILE NORTHEAST OF HIGHWAY, ON TOP OF A GRASSY HILL, 0.1 MILE SOUTH OF
 LQ0491'TELEPHONE LINES, 37.7 FEET SOUTH OF R.M. 1, 29.8 FEET EAST OF R.M. 2,
 LQ0491'14.1 FEET NORTHEAST OF WITNESS POST, SET IN A ROUND CONCRETE POST
 LQ0491'PROJECTING 5 INCHES ABOVE GROUND SURFACE.
 LQ0491
 LQ0491                          STATION RECOVERY (1964)
 LQ0491
 LQ0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ALM)
 LQ0491'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 LQ0491'THE 1957 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 LQ0491
 LQ0491                          STATION RECOVERY (1964)
 LQ0491
 LQ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LQ0491'RECOVERED IN GOOD CONDITION.
 LQ0491
 LQ0491                          STATION RECOVERY (1977)
 LQ0491
 LQ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EEE)
 LQ0491'RECOVERED AS DESCRIBED.
 LQ0491'
 LQ0491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WESTERN EDGE OF
 LQ0491'ELKO NEVADA.
 LQ0491
 LQ0491                          STATION RECOVERY (1983)
 LQ0491
 LQ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DMM)
 LQ0491'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 LQ0491'
 LQ0491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.25 MILES
 LQ0491'NORTHWEST OF ELKO.
 LQ0491
 LQ0491                          STATION RECOVERY (1984)
 LQ0491
 LQ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 LQ0491'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 0.5 KM (0.3 MI)
 LQ0491'NORTHWEST ALONG STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80
 LQ0491'AT ELKO, THENCE 0.5 KM (0.3 MI) NORTHEAST ALONG A PAVED A ROAD, THENCE
 LQ0491'0.5 KM (0.3 MI) EAST ALONG A GRAVEL ROAD TO THE TOP OF THE RIDGE AND
 LQ0491'THE STATION.  A DISK SET INTO THE TOP OF A CONCRETE POST PROJECTING 5
 LQ0491'CM. ABOUT LEVEL WITH THE ROAD.  0.0 M NORTH FROM A WITNESS POST.
 LQ0491
 LQ0491                          STATION RECOVERY (1988)
 LQ0491
 LQ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LQ0491'STATION IS ON A SAND HILL BLUFF ON NNW SIDE OF INTERSTATE ROUTE 80 ON
 LQ0491'NW SIDE OF ELKO, NV.  STATION IS 2.04 AIRLINE KMWNW OF ELKO COUNTY
 LQ0491'COURT HOUSE.  TO ACCESS FROM EXIT 301 OF INTERSTATE 80, GO NW ON NV
 LQ0491'ROUTE 225 (MOUNTAIN CITY HWY).  GO 0.3 KM (0.20 MI) AND TURN NORTH
 LQ0491'(RIGHT) ONTO ARGENT AVE.  GO 0.24 KM (0.15 MI) AND TURN RIGHT ONTO
 LQ0491'DIRT ROAD.  GO 0.16 KM (0.10 MI) MILES.  BEAR RIGHT AND GO 0.19 KM
 LQ0491'(0.10 MI) MILES.  BEAR RIGHT AND GO 0.16 KM (0.10 MI) TO STATION.
 LQ0491'STATION IS ON AN ELLIPTICAL CONCRETE POST, EXTENDING 0.1 M (0.3 FT)
 LQ0491'ABOVE GROUND LEVEL.  STATION IS 11.5 M (37.7 FT) SOUTH OF RM 1 AND 9.1
 LQ0491'M (29.9 FT) EAST OF RM 2.  AREA IS CRISS-CROSSED BY NUMEROUS
 LQ0491'OFF-ROAD-VEHICLE TRAILS.  CHISELED ARROW POINTS NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0492 ***********************************************************************
 LQ0492  DESIGNATION -  KENO RM 1
 LQ0492  PID         -  LQ0492
 LQ0492  STATE/COUNTY-  NV/ELKO
 LQ0492  USGS QUAD   -  ELKO WEST (1975)
 LQ0492
 LQ0492                         *CURRENT SURVEY CONTROL
 LQ0492  ___________________________________________________________________
 LQ0492* NAD 83(1986)-  40 50 18.     (N)    115 47 09.     (W)     SCALED    
 LQ0492* NAVD 88     -      1609.584  (meters)    5280.78   (feet)  ADJUSTED  
 LQ0492  ___________________________________________________________________
 LQ0492  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 LQ0492  DYNAMIC HT  -        1608.225 (meters)    5276.32  (feet)  COMP
 LQ0492  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 LQ0492
 LQ0492  VERT ORDER  -  SECOND    CLASS 0
 LQ0492
 LQ0492.The horizontal coordinates were scaled from a topographic map and have
 LQ0492.an estimated accuracy of +/- 6 seconds.
 LQ0492
 LQ0492.The orthometric height was determined by differential leveling
 LQ0492.and adjusted by the National Geodetic Survey in June 1991..
 LQ0492
 LQ0492.The geoid height was determined by GEOID03.
 LQ0492
 LQ0492.The dynamic height is computed by dividing the NAVD 88
 LQ0492.geopotential number by the normal gravity value computed on the
 LQ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0492.degrees latitude (g = 980.6199 gals.).
 LQ0492
 LQ0492.The modeled gravity was interpolated from observed gravity values.
 LQ0492
 LQ0492;                    North         East    Units  Estimated Accuracy
 LQ0492;SPC NV E     - 8,675,710.      182,920.      MT  (+/- 180 meters Scaled)
 LQ0492
 LQ0492                          SUPERSEDED SURVEY CONTROL
 LQ0492
 LQ0492  NGVD 29 (??/??/92) 1608.445  (m)         5277.04   (f) ADJ UNCH    2 0
 LQ0492
 LQ0492.Superseded values are not recommended for survey control.
 LQ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0492.See file dsdata.txt to determine how the superseded data were derived.
 LQ0492
 LQ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF023215(NAD 83)
 LQ0492_MARKER: DR = REFERENCE MARK DISK
 LQ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0492_STAMPING: KENO NO 1 1957
 LQ0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0492+STABILITY: SURFACE MOTION
 LQ0492
 LQ0492  HISTORY     - Date     Condition        Report By
 LQ0492  HISTORY     - 1957     MONUMENTED       CGS
 LQ0492
 LQ0492                          STATION DESCRIPTION
 LQ0492
 LQ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0492'1.1 MI NW FROM ELKO.
 LQ0492'0.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0492'IDAHO STREETS AT ELKO, THENCE 1.0 MILE NORTH ON STATE ROUTE 11, 0.4
 LQ0492'MILE NORTHEAST OF HIGHWAY, ON TOP OF A GRASSY HILL, 0.1 MILE SOUTH OF
 LQ0492'TELEPHONE LINES, 37.7 FEET NORTH OF STATION MARK, SET IN A ROUND
 LQ0492'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0490 ***********************************************************************
 LQ0490  DESIGNATION -  KENO RM 2
 LQ0490  PID         -  LQ0490
 LQ0490  STATE/COUNTY-  NV/ELKO
 LQ0490  USGS QUAD   -  ELKO WEST (1975)
 LQ0490
 LQ0490                         *CURRENT SURVEY CONTROL
 LQ0490  ___________________________________________________________________
 LQ0490* NAD 83(1986)-  40 50 18.     (N)    115 47 09.     (W)     SCALED    
 LQ0490* NAVD 88     -      1609.476  (meters)    5280.42   (feet)  ADJUSTED  
 LQ0490  ___________________________________________________________________
 LQ0490  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 LQ0490  DYNAMIC HT  -        1608.117 (meters)    5275.96  (feet)  COMP
 LQ0490  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 LQ0490
 LQ0490  VERT ORDER  -  SECOND    CLASS 0
 LQ0490
 LQ0490.The horizontal coordinates were scaled from a topographic map and have
 LQ0490.an estimated accuracy of +/- 6 seconds.
 LQ0490
 LQ0490.The orthometric height was determined by differential leveling
 LQ0490.and adjusted by the National Geodetic Survey in June 1991..
 LQ0490
 LQ0490.The geoid height was determined by GEOID03.
 LQ0490
 LQ0490.The dynamic height is computed by dividing the NAVD 88
 LQ0490.geopotential number by the normal gravity value computed on the
 LQ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0490.degrees latitude (g = 980.6199 gals.).
 LQ0490
 LQ0490.The modeled gravity was interpolated from observed gravity values.
 LQ0490
 LQ0490;                    North         East    Units  Estimated Accuracy
 LQ0490;SPC NV E     - 8,675,710.      182,920.      MT  (+/- 180 meters Scaled)
 LQ0490
 LQ0490                          SUPERSEDED SURVEY CONTROL
 LQ0490
 LQ0490  NGVD 29 (??/??/92) 1608.337  (m)         5276.69   (f) ADJ UNCH    2 0
 LQ0490
 LQ0490.Superseded values are not recommended for survey control.
 LQ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0490.See file dsdata.txt to determine how the superseded data were derived.
 LQ0490
 LQ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF023215(NAD 83)
 LQ0490_MARKER: DR = REFERENCE MARK DISK
 LQ0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0490_STAMPING: KENO NO 2 1957
 LQ0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0490+STABILITY: SURFACE MOTION
 LQ0490
 LQ0490  HISTORY     - Date     Condition        Report By
 LQ0490  HISTORY     - 1957     MONUMENTED       CGS
 LQ0490
 LQ0490                          STATION DESCRIPTION
 LQ0490
 LQ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0490'1.1 MI NW FROM ELKO.
 LQ0490'0.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0490'IDAHO STREETS AT ELKO, THENCE 1.0 MILE NORTH ON STATE ROUTE 11, 0.4
 LQ0490'MILE NORTHEAST OF HIGHWAY, ON TOP OF A GRASSY HILL, 0.1 MILE SOUTH OF
 LQ0490'TELEPHONE LINES, 29.8 FEET WEST OF STATION MARK, SET IN A ROUND
 LQ0490'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0306 ***********************************************************************
 KP0306  DESIGNATION -  KERN
 KP0306  PID         -  KP0306
 KP0306  STATE/COUNTY-  NV/WHITE PINE
 KP0306  USGS QUAD   -  BLUE MASS CANYON (1986)
 KP0306
 KP0306                         *CURRENT SURVEY CONTROL
 KP0306  ___________________________________________________________________
 KP0306* NAD 83(1994)-  39 42 27.18985(N)    114 13 07.73158(W)     ADJUSTED  
 KP0306* NAVD 88     -      2936.6    (meters)    9634.     (feet)  VERTCON   
 KP0306  ___________________________________________________________________
 KP0306  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 KP0306  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 KP0306
 KP0306  HORZ ORDER  -  FIRST
 KP0306
 KP0306.The horizontal coordinates were established by classical geodetic methods
 KP0306.and adjusted by the National Geodetic Survey in June 1998..
 KP0306
 KP0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0306
 KP0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0306
 KP0306.The geoid height was determined by GEOID03.
 KP0306
 KP0306;                    North         East     Units Scale Factor Converg.
 KP0306;SPC NV E     - 8,551,034.948   317,007.454   MT  1.00006850   +0 52 18.7
 KP0306;SPC NV E     -28,054,520.49  1,040,048.62   sFT  1.00006850   +0 52 18.7
 KP0306;SPC UT C     - 2,156,106.648   266,901.471   MT  0.99990128   -1 44 29.8
 KP0306;UTM  11      - 4,398,997.831   738,428.216   MT  1.00029994   +1 46 39.5
 KP0306
 KP0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0306!SPC NV E     -   0.99954252  x   1.00006850  =   0.99961099
 KP0306!SPC UT C     -   0.99954252  x   0.99990128  =   0.99944385
 KP0306!UTM  11      -   0.99954252  x   1.00029994  =   0.99984233
 KP0306
 KP0306|---------------------------------------------------------------------|
 KP0306| PID    Reference Object                     Distance      Geod. Az  |
 KP0306|                                                           dddmmss.s |
 KP0306| DD6114 KERN RM 1                             7.726 METERS 04346     |
 KP0306| DD6113 KERN AZ MK                                         2875033.3 |
 KP0306| DD6115 KERN RM 2                             4.623 METERS 30632     |
 KP0306|---------------------------------------------------------------------|
 KP0306
 KP0306                          SUPERSEDED SURVEY CONTROL
 KP0306
 KP0306  NAD 83(1994)-  39 42 27.18942(N)    114 13 07.73152(W) AD(       ) 1
 KP0306  NAD 83(1986)-  39 42 27.18394(N)    114 13 07.73332(W) AD(       ) 1
 KP0306  NAD 27      -  39 42 27.39500(N)    114 13 04.71600(W) AD(       ) 1
 KP0306  NGVD 29 (07/19/86) 2935.2    (m)         9630.     (f) VERT ANG       
 KP0306
 KP0306.Superseded values are not recommended for survey control.
 KP0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0306.See file dsdata.txt to determine how the superseded data were derived.
 KP0306
 KP0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD3842898998(NAD 83)
 KP0306_MARKER: DS = TRIANGULATION STATION DISK
 KP0306_SETTING: 66 = SET IN ROCK OUTCROP
 KP0306_SP_SET: PARTIALLY EXPOSED BEDROCK
 KP0306
 KP0306  HISTORY     - Date     Condition        Report By
 KP0306  HISTORY     - 1944     MONUMENTED       CGS
 KP0306  HISTORY     - 1959     GOOD             USGS
 KP0306
 KP0306                          STATION DESCRIPTION
 KP0306
 KP0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 KP0306'STATION IS ON THE NW END OF A PROMINENT RIDGE AT THE NW END OF
 KP0306'THE KERN MOUNTAINS.  IT IS ABOUT 4 MILES N OF MIKE SPRINGS AND
 KP0306'THE MINE MILL, ABOUT 45 MILES NE OF ELY, ABOUT 25 MILES E OF
 KP0306'SCHELLBOURNE, AND ABOUT NNE OF THE ELDRIDGE RANCH.
 KP0306'
 KP0306'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK ABOUT
 KP0306'FLUSH WITH THE SURROUNDING SURFACE.  IT IS STAMPED KERN 1944.
 KP0306'
 KP0306'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 KP0306'PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE.  IT IS AT ABOUT
 KP0306'THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED KERN
 KP0306'NO 1 1944.
 KP0306'
 KP0306'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 KP0306'PROJECTING ABOUT 2 INCHES.  IT IS AT ABOUT THE SAME ELEVATION AS
 KP0306'THE STATION MARK AND IS STAMPED KERN NO 2 1944.
 KP0306'
 KP0306'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 KP0306'BEDROCK AND IS STAMPED KERN 1944.  IT IS ON LARGE OUTCROP
 KP0306'(MENTIONED BELOW) AND 2 FEET E OF A SMALL CAIRN.
 KP0306'
 KP0306'TO REACH STATION FROM MAJORS PLACE AT THE JUNCTION OF U.S.
 KP0306'HIGHWAY 93 AND U.S. HIGHWAY 6 ABOUT 26 MILES SE OF ELY, GO
 KP0306'ENE ON U.S. HIGHWAY 6 FOR 16.1 MILES TO A ROAD LEADING TO THE
 KP0306'LEFT (THIS ROAD IS IN A SMALL CUT), TURN LEFT AND FOLLOW
 KP0306'THE MAIN ROAD N, ON THE E SIDE OF THE VALLEY, FOR 16 MILES
 KP0306'TO THE ELDRIDGE RANCH.  CONTINUE N ON MAIN-TRAVELED ROAD FOR
 KP0306'14.3 MILES TO TRACK ROAD LEADING TO THE RIGHT, TURN RIGHT AND
 KP0306'CONTINUE FOR 1.3 MILES TO A BLADED ROAD COMING IN FROM THE
 KP0306'LEFT OR NW AND FOLLOW BLADED ROAD 9.4 MILES TO MIKE SPRINGS.
 KP0306'MIKE SPRINGS IS A SMALL MINING CAMP AND A MILL.  A SMALL
 KP0306'CABIN IS ON THE RIGHT OF THE ROAD AND A TRACK ROAD LEADS
 KP0306'TO THE LEFT.  TURN LEFT AND FOLLOW TRACK ROAD FOR 0.8 MILE TO A
 KP0306'FORK, TAKE LEFT FORK, CROSS A WASH AND CONTINUE FOR 2.0
 KP0306'MILES TO A SAGE-COVERED AREA OPPOSITE A CORRAL,
 KP0306'CONTINUE FOR 0.1 MILE AND TAKE LEFT DIM TRACK ROAD, CROSS
 KP0306'WASH TO THE RIGHT SIDE AND CONTINUE FOR 0.15 MILE, TAKE
 KP0306'LEFT FORK AND CROSS WASH AND CONTINUE ALONG THE LEFT
 KP0306'SIDE OF THE WASH FOR 0.5 MILE TO THE END OF TRUCK TRAVEL.
 KP0306'FROM HERE HIKE TO THE LEFT UP OVER THE BARE KNOLL TO THE TOP OF
 KP0306'THE MAIN DIVIDE, THENCE TO THE LEFT OR NW ALONG THE RIDGE TO
 KP0306'WITHIN ABOUT A QUARTER OF A MILE OF THE POINT WHERE A
 KP0306'RIDGE COMES IN FROM THE LEFT AND MEETS THE THE MAIN
 KP0306'RIDGE AND WHERE A PROMINENT ROCK OUTCROP, WITH A SHEER
 KP0306'50-FOOT DROP TO THE LEFT, APPEARS ON THE LEFT RIDGE.  THE
 KP0306'STATION IS AT THIS POINT, NOT ON THE HIGHEST POINT OF
 KP0306'THE RIDGE, AND IS 20 FEET SSE OF A LARGE AND PROMINENT GROUP
 KP0306'OF BOULDERS ON WHICH HAS BEEN BUILT A 3-FOOT CAIRN.
 KP0306
 KP0306                          STATION RECOVERY (1959)
 KP0306
 KP0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KP0306'RECOVERED IN GOOD CONDITION.
 KP0306'
 KP0306'STATION MARK--STANDARD USC AND GS TABLET, STAMPED ---KERN 1944---, SET
 KP0306'IN BEDROCK, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0486 ***********************************************************************
 LQ0486  DESIGNATION -  KEY
 LQ0486  PID         -  LQ0486
 LQ0486  STATE/COUNTY-  NV/ELKO
 LQ0486  USGS QUAD   -  ELKO WEST (1975)
 LQ0486
 LQ0486                         *CURRENT SURVEY CONTROL
 LQ0486  ___________________________________________________________________
 LQ0486* NAD 83(1994)-  40 48 45.17540(N)    115 49 43.35496(W)     ADJUSTED  
 LQ0486* NAVD 88     -      1575.329  (meters)    5168.39   (feet)  ADJUSTED  
 LQ0486  ___________________________________________________________________
 LQ0486  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 LQ0486  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 LQ0486  DYNAMIC HT  -        1574.010 (meters)    5164.06  (feet)  COMP
 LQ0486  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 LQ0486
 LQ0486  HORZ ORDER  -  SECOND
 LQ0486  VERT ORDER  -  SECOND    CLASS 0
 LQ0486
 LQ0486.The horizontal coordinates were established by classical geodetic methods
 LQ0486.and adjusted by the National Geodetic Survey in June 1998..
 LQ0486
 LQ0486.The orthometric height was determined by differential leveling
 LQ0486.and adjusted by the National Geodetic Survey in June 1991..
 LQ0486
 LQ0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0486
 LQ0486.The geoid height was determined by GEOID03.
 LQ0486
 LQ0486.The dynamic height is computed by dividing the NAVD 88
 LQ0486.geopotential number by the normal gravity value computed on the
 LQ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0486.degrees latitude (g = 980.6199 gals.).
 LQ0486
 LQ0486.The modeled gravity was interpolated from observed gravity values.
 LQ0486
 LQ0486;                    North         East     Units Scale Factor Converg.
 LQ0486;SPC NV E     - 8,672,859.786   179,298.896   MT  0.99990527   -0 09 37.4
 LQ0486;SPC NV E     -28,454,207.48    588,249.79   sFT  0.99990527   -0 09 37.4
 LQ0486;UTM  11      - 4,518,608.536   598,786.876   MT  0.99972011   +0 45 56.2
 LQ0486
 LQ0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0486!SPC NV E     -   0.99975588  x   0.99990527  =   0.99966118
 LQ0486!UTM  11      -   0.99975588  x   0.99972011  =   0.99947606
 LQ0486
 LQ0486|---------------------------------------------------------------------|
 LQ0486| PID    Reference Object                     Distance      Geod. Az  |
 LQ0486|                                                           dddmmss.s |
 LQ0486| LQ0484 KEY RM 1                             10.450 METERS 18146     |
 LQ0486| LQ0485 KEY RM 2                              8.837 METERS 26640     |
 LQ0486| LQ0767 MIKE                                APPROX. 7.2 KM 2982744.2 |
 LQ0486|---------------------------------------------------------------------|
 LQ0486
 LQ0486                          SUPERSEDED SURVEY CONTROL
 LQ0486
 LQ0486  NAD 83(1986)-  40 48 45.17887(N)    115 49 43.34796(W) AD(       ) 2
 LQ0486  NAD 27      -  40 48 45.46030(N)    115 49 40.10180(W) AD(       ) 2
 LQ0486  NGVD 29 (??/??/92) 1574.19   (m)         5164.7    (f) COMPUTED    2 0
 LQ0486
 LQ0486.Superseded values are not recommended for survey control.
 LQ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0486.See file dsdata.txt to determine how the superseded data were derived.
 LQ0486
 LQ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF9878718609(NAD 83)
 LQ0486_MARKER: DS = TRIANGULATION STATION DISK
 LQ0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0486_STAMPING: KEY 1957
 LQ0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0486+STABILITY: SURFACE MOTION
 LQ0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0486+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002
 LQ0486
 LQ0486  HISTORY     - Date     Condition        Report By
 LQ0486  HISTORY     - 1957     MONUMENTED       CGS
 LQ0486  HISTORY     - 1957     GOOD             CGS
 LQ0486  HISTORY     - 1964     GOOD             NGS
 LQ0486  HISTORY     - 1969     GOOD             CGS
 LQ0486  HISTORY     - 1977     GOOD             NGS
 LQ0486  HISTORY     - 20020108 GOOD             NVGS
 LQ0486
 LQ0486                          STATION DESCRIPTION
 LQ0486
 LQ0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0486'THE STATION IS ON THE NORTHWEST END AND HIGH POINT OF A GRASSY
 LQ0486'BENCH ABOUT 3-1/2 MILES SOUTHWEST OF THE CENTER OF ELKO, 1/2
 LQ0486'MILE NORTH OF U.S. HIGHWAY 40 AND 1 MILE WEST-SOUTHWEST OF THE
 LQ0486'DRIVE-IN THEATER.  IT IS 283 FEET (SLOPE) WEST OF A RUNWAY
 LQ0486'GUIDE BEACON THAT IS ON THE PROLONGATION OF THE LANDING STRIP
 LQ0486'OF THE ELKO AIRPORT.
 LQ0486'
 LQ0486'TO REACH FROM THE TRAFFIC SIGNAL ON U.S. HIGHWAY 40 AT FIFTH
 LQ0486'AND IDAHO STREETS IN ELKO, GO SOUTHWEST ON U.S. HIGHWAY 40
 LQ0486'FOR 3.1 MILES TO AN IRON GATE ON THE RIGHT, JUST BEYOND THE
 LQ0486'DRIVE-IN THEATER.  TURN RIGHT THROUGH GATE AND FOLLOW THE
 LQ0486'BLADED ROAD NORTHERLY FOR 0.25 MILE TO A FORK AT THE NORTHWEST
 LQ0486'CORNER OF THE THEATER GROUNDS.  TAKE LEFT FORK AND GO 0.4 MILE
 LQ0486'TO A FORK ABOUT 0.1 MILE SOUTH OF A WINDMILL.  TAKE LEFT FORK
 LQ0486'AND GO SOUTH-SOUTHWEST FOR 0.5 MILE TO THE RUNWAY GUIDE
 LQ0486'BEACON, THENCE WEST FOR 283 FEET TO THE STATION SITE.
 LQ0486'
 LQ0486'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 LQ0486'DISKS SET IN CONCRETE CYLINDERS.
 LQ0486'
 LQ0486'THE STATION MARK, STAMPED KEY 1957, PROJECTS ABOUT 3 INCHES
 LQ0486'AND IS 20-1/2 FEET NORTHEAST OF A WITNESS POST.
 LQ0486'
 LQ0486'REFERENCE MARK 1, STAMPED KEY NO 1 1957, PROJECTS ABOUT 3
 LQ0486'INCHES AND IS NEAR THE SOUTHEAST EDGE OF THE BLUFF.
 LQ0486'
 LQ0486'REFERENCE MARK 2, STAMPED KEY NO 2 1957, PROJECTS ABOUT 5
 LQ0486'INCHES AND IS NEAR THE NORTHWEST EDGE OF THE BLUFF.
 LQ0486
 LQ0486                          STATION RECOVERY (1957)
 LQ0486
 LQ0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0486'3.7 MI SW FROM ELKO.
 LQ0486'3.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0486'IDAHO STREETS AT ELKO, 0.4 MILE NORTHWEST OF HIGHWAY, 283 FEET WEST OF
 LQ0486'A RUNWAY GUIDE BEACON, 34.3 FEET NORTH OF R.M. 1, 29 FEET WEST OF R.M.
 LQ0486'2, 20.1 FEET EAST OF WITNESS POST, SET IN A ROUND CONCRETE POST
 LQ0486'PROJECTING 5 INCHES ABOVE GROUND SURFACE.
 LQ0486
 LQ0486                          STATION RECOVERY (1964)
 LQ0486
 LQ0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LQ0486'RECOVERED IN GOOD CONDITION.
 LQ0486
 LQ0486                          STATION RECOVERY (1969)
 LQ0486
 LQ0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DLW)
 LQ0486'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 LQ0486'HORIZONTAL CONTROL DATA SUPPLIMENT DATED JULY 1966.  LISTED
 LQ0486'AS STATION 1024.
 LQ0486'
 LQ0486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 LQ0486'WEST SOUTHWEST OF ELKO
 LQ0486
 LQ0486                          STATION RECOVERY (1977)
 LQ0486
 LQ0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 LQ0486'THE STATION AND RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
 LQ0486'DESCRIBED EXCEPT THAT THE RUNWAY GUIDE BEACON HAS BEEN REMOVED.
 LQ0486'
 LQ0486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES WSW
 LQ0486'OF ELKO.
 LQ0486
 LQ0486                          STATION RECOVERY (2002)
 LQ0486
 LQ0486'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 LQ0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0484 ***********************************************************************
 LQ0484  DESIGNATION -  KEY RM 1
 LQ0484  PID         -  LQ0484
 LQ0484  STATE/COUNTY-  NV/ELKO
 LQ0484  USGS QUAD   -  ELKO WEST (1975)
 LQ0484
 LQ0484                         *CURRENT SURVEY CONTROL
 LQ0484  ___________________________________________________________________
 LQ0484* NAD 83(1986)-  40 48 45.     (N)    115 49 43.     (W)     SCALED    
 LQ0484* NAVD 88     -      1574.990  (meters)    5167.28   (feet)  ADJUSTED  
 LQ0484  ___________________________________________________________________
 LQ0484  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 LQ0484  DYNAMIC HT  -        1573.671 (meters)    5162.95  (feet)  COMP
 LQ0484  MODELED GRAV-     979,732.2   (mgal)                       NAVD 88
 LQ0484
 LQ0484  VERT ORDER  -  SECOND    CLASS 0
 LQ0484
 LQ0484.The horizontal coordinates were scaled from a topographic map and have
 LQ0484.an estimated accuracy of +/- 6 seconds.
 LQ0484
 LQ0484.The orthometric height was determined by differential leveling
 LQ0484.and adjusted by the National Geodetic Survey in June 1991..
 LQ0484
 LQ0484.The geoid height was determined by GEOID03.
 LQ0484
 LQ0484.The dynamic height is computed by dividing the NAVD 88
 LQ0484.geopotential number by the normal gravity value computed on the
 LQ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0484.degrees latitude (g = 980.6199 gals.).
 LQ0484
 LQ0484.The modeled gravity was interpolated from observed gravity values.
 LQ0484
 LQ0484;                    North         East    Units  Estimated Accuracy
 LQ0484;SPC NV E     - 8,672,850.      179,310.      MT  (+/- 180 meters Scaled)
 LQ0484
 LQ0484                          SUPERSEDED SURVEY CONTROL
 LQ0484
 LQ0484  NGVD 29 (??/??/92) 1573.856  (m)         5163.56   (f) ADJ UNCH    2 0
 LQ0484
 LQ0484.Superseded values are not recommended for survey control.
 LQ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0484.See file dsdata.txt to determine how the superseded data were derived.
 LQ0484
 LQ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF987186(NAD 83)
 LQ0484_MARKER: DR = REFERENCE MARK DISK
 LQ0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0484_STAMPING: KEY NO 1 1957
 LQ0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0484+STABILITY: SURFACE MOTION
 LQ0484
 LQ0484  HISTORY     - Date     Condition        Report By
 LQ0484  HISTORY     - 1957     MONUMENTED       CGS
 LQ0484
 LQ0484                          STATION DESCRIPTION
 LQ0484
 LQ0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0484'3.7 MI SW FROM ELKO.
 LQ0484'3.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0484'IDAHO STREETS AT ELKO, 0.4 MILE NORTHWEST OF HIGHWAY, 283 FEET WEST OF
 LQ0484'A RUNWAY GUIDE BEACON, 34.3 FEET SOUTH OF STATION MARK, SET IN A ROUND
 LQ0484'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0485 ***********************************************************************
 LQ0485  DESIGNATION -  KEY RM 2
 LQ0485  PID         -  LQ0485
 LQ0485  STATE/COUNTY-  NV/ELKO
 LQ0485  USGS QUAD   -  ELKO WEST (1975)
 LQ0485
 LQ0485                         *CURRENT SURVEY CONTROL
 LQ0485  ___________________________________________________________________
 LQ0485* NAD 83(1986)-  40 48 45.     (N)    115 49 43.     (W)     SCALED    
 LQ0485* NAVD 88     -      1574.875  (meters)    5166.90   (feet)  ADJUSTED  
 LQ0485  ___________________________________________________________________
 LQ0485  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 LQ0485  DYNAMIC HT  -        1573.556 (meters)    5162.57  (feet)  COMP
 LQ0485  MODELED GRAV-     979,732.2   (mgal)                       NAVD 88
 LQ0485
 LQ0485  VERT ORDER  -  SECOND    CLASS 0
 LQ0485
 LQ0485.The horizontal coordinates were scaled from a topographic map and have
 LQ0485.an estimated accuracy of +/- 6 seconds.
 LQ0485
 LQ0485.The orthometric height was determined by differential leveling
 LQ0485.and adjusted by the National Geodetic Survey in June 1991..
 LQ0485
 LQ0485.The geoid height was determined by GEOID03.
 LQ0485
 LQ0485.The dynamic height is computed by dividing the NAVD 88
 LQ0485.geopotential number by the normal gravity value computed on the
 LQ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0485.degrees latitude (g = 980.6199 gals.).
 LQ0485
 LQ0485.The modeled gravity was interpolated from observed gravity values.
 LQ0485
 LQ0485;                    North         East    Units  Estimated Accuracy
 LQ0485;SPC NV E     - 8,672,850.      179,310.      MT  (+/- 180 meters Scaled)
 LQ0485
 LQ0485                          SUPERSEDED SURVEY CONTROL
 LQ0485
 LQ0485  NGVD 29 (??/??/92) 1573.741  (m)         5163.18   (f) ADJ UNCH    2 0
 LQ0485
 LQ0485.Superseded values are not recommended for survey control.
 LQ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0485.See file dsdata.txt to determine how the superseded data were derived.
 LQ0485
 LQ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF987186(NAD 83)
 LQ0485_MARKER: DR = REFERENCE MARK DISK
 LQ0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0485_STAMPING: KEY NO 2 1957
 LQ0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0485+STABILITY: SURFACE MOTION
 LQ0485
 LQ0485  HISTORY     - Date     Condition        Report By
 LQ0485  HISTORY     - 1957     MONUMENTED       CGS
 LQ0485
 LQ0485                          STATION DESCRIPTION
 LQ0485
 LQ0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0485'3.7 MI SW FROM ELKO.
 LQ0485'3.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0485'IDAHO STREETS AT ELKO, 0.4 MILE NORTHWEST OF HIGHWAY, 283 FEET WEST OF
 LQ0485'A RUNWAY GUIDE BEACON, 29 FEET EAST OF STATION MARK, SET IN A ROUND
 LQ0485'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0826 ***********************************************************************
 GR0826  DESIGNATION -  KIM
 GR0826  PID         -  GR0826
 GR0826  STATE/COUNTY-  NV/CLARK
 GR0826  USGS QUAD   -  MOAPA EAST (1983)
 GR0826
 GR0826                         *CURRENT SURVEY CONTROL
 GR0826  ___________________________________________________________________
 GR0826* NAD 83(1994)-  36 37 44.80830(N)    114 36 29.04161(W)     ADJUSTED  
 GR0826* NAVD 88     -       537.962  (meters)    1764.96   (feet)  ADJUSTED  
 GR0826  ___________________________________________________________________
 GR0826  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 GR0826  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0826  DYNAMIC HT  -         537.450 (meters)    1763.28  (feet)  COMP
 GR0826  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 GR0826
 GR0826  HORZ ORDER  -  SECOND
 GR0826  VERT ORDER  -  FIRST     CLASS II
 GR0826
 GR0826.The horizontal coordinates were established by classical geodetic methods
 GR0826.and adjusted by the National Geodetic Survey in June 1998..
 GR0826
 GR0826.The orthometric height was determined by differential leveling
 GR0826.and adjusted by the National Geodetic Survey in June 1991..
 GR0826
 GR0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0826
 GR0826.The geoid height was determined by GEOID03.
 GR0826
 GR0826.The dynamic height is computed by dividing the NAVD 88
 GR0826.geopotential number by the normal gravity value computed on the
 GR0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0826.degrees latitude (g = 980.6199 gals.).
 GR0826
 GR0826.The modeled gravity was interpolated from observed gravity values.
 GR0826
 GR0826;                    North         East     Units Scale Factor Converg.
 GR0826;SPC NV E     - 8,208,915.889   287,222.390   MT  0.99999370   +0 34 54.9
 GR0826;SPC NV E     -26,932,084.88    942,328.79   sFT  0.99999370   +0 34 54.9
 GR0826;UTM  11      - 4,056,394.425   713,872.053   MT  1.00016357   +1 25 39.5
 GR0826
 GR0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0826!SPC NV E     -   0.99991983  x   0.99999370  =   0.99991353
 GR0826!UTM  11      -   0.99991983  x   1.00016357  =   1.00008339
 GR0826
 GR0826|---------------------------------------------------------------------|
 GR0826| PID    Reference Object                     Distance      Geod. Az  |
 GR0826|                                                           dddmmss.s |
 GR0826| GR0825 KIM RM 1                              8.354 METERS 00852     |
 GR0826| GR0827 KIM RM 2                              7.357 METERS 12956     |
 GR0826| CC5481 KIM WP                                3.271 METERS 27603     |
 GR0826| GR1905 AUK                                 APPROX. 5.7 KM 3350849.2 |
 GR0826|---------------------------------------------------------------------|
 GR0826
 GR0826                          SUPERSEDED SURVEY CONTROL
 GR0826
 GR0826  NAD 83(1994)-  36 37 44.80791(N)    114 36 29.03965(W) AD(       ) 2
 GR0826  NAD 83(1992)-  36 37 44.80727(N)    114 36 29.04033(W) AD(       ) 2
 GR0826  NAD 83(1986)-  36 37 44.80141(N)    114 36 29.03340(W) AD(       ) 2
 GR0826  NAD 27      -  36 37 44.90000(N)    114 36 26.07100(W) AD(       ) 2
 GR0826  NGVD 29 (??/??/92)  537.315  (m)         1762.84   (f) ADJ UNCH    1 2
 GR0826
 GR0826.Superseded values are not recommended for survey control.
 GR0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0826.See file dsdata.txt to determine how the superseded data were derived.
 GR0826
 GR0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1387256394(NAD 83)
 GR0826_MARKER: DS = TRIANGULATION STATION DISK
 GR0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0826_STAMPING: KIM 1957
 GR0826_MARK LOGO: CGS   
 GR0826_PROJECTION: PROJECTING 3 CENTIMETERS
 GR0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0826+STABILITY: SURFACE MOTION
 GR0826
 GR0826  HISTORY     - Date     Condition        Report By
 GR0826  HISTORY     - 1957     MONUMENTED       CGS
 GR0826  HISTORY     - 1957     GOOD             CGS
 GR0826  HISTORY     - 1972     GOOD             USE
 GR0826  HISTORY     - 19790223 GOOD             USGS
 GR0826  HISTORY     - 1983     GOOD             NGS
 GR0826
 GR0826                          STATION DESCRIPTION
 GR0826
 GR0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR0826'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF GLENDALE, ON
 GR0826'THE SOUTHEAST SIDE OF U.S. HIGHWAY 91.
 GR0826'
 GR0826'TO REACH FROM GLENDALE, GO SOUTHWEST ON U.S. HIGHWAY 91 FOR
 GR0826'3.2 MILES TO THE STATION ON LEFT.
 GR0826'
 GR0826'THE STATION MARK, STAMPED KIM 1957, IS A STANDARD BRONZE DISK
 GR0826'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 GR0826'215 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 10.73
 GR0826'FEET EAST OF A WHITE WITNESS POST.
 GR0826'
 GR0826'REFERENCE MARK NO. 1, STAMPED KIM NO 1 1957, IS A STANDARD
 GR0826'BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 GR0826'INCHES.
 GR0826'
 GR0826'REFERENCE MARK NO. 2, STAMPED KIM NO 2 1957, IS A STANDARD BRONZE
 GR0826'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 GR0826
 GR0826                          STATION RECOVERY (1957)
 GR0826
 GR0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GR0826'3.3 MI SW FROM GLENDALE.
 GR0826'3.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE STANDARD SERVICE
 GR0826'STATION IN GLENDALE, IN T 15 S, R 66 E, NORTHEAST CORNER OF SECTION
 GR0826'16, 218 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 10.9 FEET
 GR0826'EAST OF WITNESS POST, SET IN TOP OF A CONCRETE POST AND PROJECTING 0.1
 GR0826'FOOT.
 GR0826
 GR0826                          STATION RECOVERY (1972)
 GR0826
 GR0826'RECOVERY NOTE BY US ENGINEERS 1972 (JLS)
 GR0826'KIM 1957-RECOVERED IN GOOD CONDITION.
 GR0826'
 GR0826'BOTH REFERENCE MARKS ARE IN GOOD CONDITION.
 GR0826'
 GR0826'NEW TO REACH BELOW.
 GR0826'
 GR0826'TO REACH FROM GLENDALE CHEVRON STATION, GO SOUTHWEST ON INTERSTATE
 GR0826'15 FOR 3.1 MILES TO STATION IN CENTER MEDIAN.  IT IS 200 FEET
 GR0826'SOUTH OF SOUTHBOUND LANE AND 70 FEET NORTH OF NORTHBOUND LANE.
 GR0826
 GR0826                          STATION RECOVERY (1979)
 GR0826
 GR0826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RBF)
 GR0826'RECOVERED IN GOOD CONDITION.
 GR0826
 GR0826                          STATION RECOVERY (1983)
 GR0826
 GR0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0826'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0826'5.05 KM (3.15 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST END
 GR0826'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 1.2 KM (0.7 MI)
 GR0826'SOUTHWEST OF THE HIGHWAY OVERPASS OVER HIDDEN VALLEY ROAD, AT MILEPOST
 GR0826'88, 66.4 METERS (218 FT) SOUTHEAST OF THE SOUTH BOUND CENTERLINE, 43.9
 GR0826'METERS (144 FT) WEST-NORTHWEST ACROSS THE NORTH BOUND LANES FROM THE
 GR0826'MILEPOST, 27.1 METERS (89 FT) NORTHWEST OF THE NORTH BOUND CENTERLINE,
 GR0826'8.3 METERS (27.5 FT) SOUTH OF RM 1, 7.3 METERS (24 FT) NORTHWEST OF RM
 GR0826'2.
 GR0826'THE MARK IS 3.2 METERS  E FROM A WITNESS POST.
 GR0826'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0825 ***********************************************************************
 GR0825  DESIGNATION -  KIM RM 1
 GR0825  PID         -  GR0825
 GR0825  STATE/COUNTY-  NV/CLARK
 GR0825  USGS QUAD   -  MOAPA EAST (1983)
 GR0825
 GR0825                         *CURRENT SURVEY CONTROL
 GR0825  ___________________________________________________________________
 GR0825* NAD 83(1986)-  36 37 45.     (N)    114 36 29.     (W)     SCALED    
 GR0825* NAVD 88     -       537.580  (meters)    1763.71   (feet)  POSTED    
 GR0825  ___________________________________________________________________
 GR0825  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0825  DYNAMIC HT  -         537.070 (meters)    1762.04  (feet)  COMP
 GR0825  MODELED GRAV-     979,663.4   (mgal)                       NAVD 88
 GR0825
 GR0825  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0825
 GR0825.The horizontal coordinates were scaled from a topographic map and have
 GR0825.an estimated accuracy of +/- 6 seconds.
 GR0825
 GR0825.The orthometric height was determined by differential leveling
 GR0825.and adjusted by the National Geodetic Survey in 1992..
 GR0825.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0825.rate of 2.1 thru 3.0 mm/km.
 GR0825
 GR0825.The geoid height was determined by GEOID03.
 GR0825
 GR0825.The dynamic height is computed by dividing the NAVD 88
 GR0825.geopotential number by the normal gravity value computed on the
 GR0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0825.degrees latitude (g = 980.6199 gals.).
 GR0825
 GR0825.The modeled gravity was interpolated from observed gravity values.
 GR0825
 GR0825;                    North         East    Units  Estimated Accuracy
 GR0825;SPC NV E     - 8,208,920.      287,220.      MT  (+/- 180 meters Scaled)
 GR0825
 GR0825                          SUPERSEDED SURVEY CONTROL
 GR0825
 GR0825  NGVD 29 (??/??/92)  536.932  (m)         1761.58   (f) ADJ UNCH    2 0
 GR0825
 GR0825.Superseded values are not recommended for survey control.
 GR0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0825.See file dsdata.txt to determine how the superseded data were derived.
 GR0825
 GR0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA138564(NAD 83)
 GR0825_MARKER: DR = REFERENCE MARK DISK
 GR0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0825_STAMPING: KIM NO 1 1957
 GR0825_MARK LOGO: CGS   
 GR0825_PROJECTION: PROJECTING 3 CENTIMETERS
 GR0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0825+STABILITY: SURFACE MOTION
 GR0825
 GR0825  HISTORY     - Date     Condition        Report By
 GR0825  HISTORY     - 1957     MONUMENTED       CGS
 GR0825  HISTORY     - 19790223 GOOD             USGS
 GR0825  HISTORY     - 1983     GOOD             NGS
 GR0825
 GR0825                          STATION DESCRIPTION
 GR0825
 GR0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0825'3.3 MI SW FROM GLENDALE.
 GR0825'3.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE STANDARD SERVICE
 GR0825'STATION IN GLENDALE, IN T 15 S, R 66 E, NORTHEAST CORNER SECTION 16,
 GR0825'202 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 27.4 FEET NORTH
 GR0825'OF THE STATION MARK, SET IN TOP OF A CONCRETE POST AND PROJECTING 0.1
 GR0825'FOOT ABOVE THE GROUND.
 GR0825
 GR0825                          STATION RECOVERY (1979)
 GR0825
 GR0825'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RBF)
 GR0825'RECOVERED IN GOOD CONDITION.
 GR0825
 GR0825                          STATION RECOVERY (1983)
 GR0825
 GR0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0825'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0825'5.05 KM (3.15 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST END
 GR0825'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 1.2 KM (0.7 MI)
 GR0825'SOUTHWEST OF THE HIGHWAY OVERPASS OVER HIDDEN VALLEY ROAD, AT MILEPOST
 GR0825'88, 61.5 METERS (202 FT) SOUTHEAST OF THE SOUTH BOUND CENTERLINE, 43.3
 GR0825'METERS (142 FT) NORTHWEST ACROSS THE NORTH BOUND LANES FROM THE
 GR0825'MILEPOST, 32.0 METERS (105 FT) NORTHWEST OF THE NORTH BOUND
 GR0825'CENTERLINE, 13.7 METERS (45 FT) NORTH-NORTHWEST OF RM 2, 8.3 METERS
 GR0825'(27.5 FT) NORTH OF THE STATION.
 GR0825'THE MARK IS 9.0 METERS  NE FROM A WITNESS POST.
 GR0825'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0827 ***********************************************************************
 GR0827  DESIGNATION -  KIM RM 2
 GR0827  PID         -  GR0827
 GR0827  STATE/COUNTY-  NV/CLARK
 GR0827  USGS QUAD   -  MOAPA EAST (1983)
 GR0827
 GR0827                         *CURRENT SURVEY CONTROL
 GR0827  ___________________________________________________________________
 GR0827* NAD 83(1986)-  36 37 45.     (N)    114 36 29.     (W)     SCALED    
 GR0827* NAVD 88     -       537.966  (meters)    1764.98   (feet)  POSTED    
 GR0827  ___________________________________________________________________
 GR0827  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GR0827  DYNAMIC HT  -         537.450 (meters)    1763.28  (feet)  COMP
 GR0827  MODELED GRAV-     979,663.4   (mgal)                       NAVD 88
 GR0827
 GR0827  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0827
 GR0827.The horizontal coordinates were scaled from a topographic map and have
 GR0827.an estimated accuracy of +/- 6 seconds.
 GR0827
 GR0827.The orthometric height was determined by differential leveling
 GR0827.and adjusted by the National Geodetic Survey in 1992..
 GR0827.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0827.rate of 0.0 thru 1.0 mm/km.
 GR0827
 GR0827.The geoid height was determined by GEOID03.
 GR0827
 GR0827.The dynamic height is computed by dividing the NAVD 88
 GR0827.geopotential number by the normal gravity value computed on the
 GR0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0827.degrees latitude (g = 980.6199 gals.).
 GR0827
 GR0827.The modeled gravity was interpolated from observed gravity values.
 GR0827
 GR0827;                    North         East    Units  Estimated Accuracy
 GR0827;SPC NV E     - 8,208,920.      287,220.      MT  (+/- 180 meters Scaled)
 GR0827
 GR0827                          SUPERSEDED SURVEY CONTROL
 GR0827
 GR0827  NGVD 29 (??/??/92)  537.318  (m)         1762.85   (f) ADJ UNCH    2 0
 GR0827
 GR0827.Superseded values are not recommended for survey control.
 GR0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0827.See file dsdata.txt to determine how the superseded data were derived.
 GR0827
 GR0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA138564(NAD 83)
 GR0827_MARKER: DR = REFERENCE MARK DISK
 GR0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0827_STAMPING: KIM NO 2 1957
 GR0827_MARK LOGO: CGS   
 GR0827_PROJECTION: FLUSH
 GR0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0827+STABILITY: SURFACE MOTION
 GR0827
 GR0827  HISTORY     - Date     Condition        Report By
 GR0827  HISTORY     - 1957     MONUMENTED       CGS
 GR0827  HISTORY     - 19790223 GOOD             USGS
 GR0827  HISTORY     - 1983     GOOD             NGS
 GR0827
 GR0827                          STATION DESCRIPTION
 GR0827
 GR0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0827'3.3 MI SW FROM GLENDALE.
 GR0827'3.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE STANDARD SERVICE
 GR0827'STATION IN GLENDALE, IN T 15 S, R 66 E, NORTHEAST CORNER SECTION 16,
 GR0827'242 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 24.1 FEET
 GR0827'SOUTHEAST OF STATION MARK, SET IN TOP OF A CONCRETE POST FLUSH WITH
 GR0827'THE GROUND.
 GR0827
 GR0827                          STATION RECOVERY (1979)
 GR0827
 GR0827'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RBF)
 GR0827'RECOVERED IN GOOD CONDITION.
 GR0827
 GR0827                          STATION RECOVERY (1983)
 GR0827
 GR0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0827'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0827'5.05 KM (3.15 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST END
 GR0827'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 1.2 KM (0.7 MI)
 GR0827'SOUTHWEST OF THE HIGHWAY OVERPASS OVER HIDDEN VALLEY ROAD, AT MILEPOST
 GR0827'88, 73.7 METERS (242 FT) SOUTHEAST OF THE SOUTH BOUND CENTERLINE, 37.3
 GR0827'METERS (122.5 FT) WEST ACROSS THE NORTH BOUND LANES FROM THE MILEPOST,
 GR0827'19.8 METERS (65 FT) NORTHWEST OF THE NORTH BOUND CENTERLINE, 13.7
 GR0827'METERS (45 FT) SOUTH-SOUTHEAST OF RM 1, 7.3 METERS (24 FT) SOUTHEAST
 GR0827'OF THE STATION.
 GR0827'THE MARK IS 9.9 METERS  SE FROM A WITNESS POST.
 GR0827'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0287 ***********************************************************************
 MV0287  DESIGNATION -  KING
 MV0287  PID         -  MV0287
 MV0287  STATE/COUNTY-  NV/HUMBOLDT
 MV0287  USGS QUAD   -  DISASTER PEAK (1991)
 MV0287
 MV0287                         *CURRENT SURVEY CONTROL
 MV0287  ___________________________________________________________________
 MV0287* NAD 83(1994)-  41 53 09.29525(N)    118 10 44.27973(W)     ADJUSTED  
 MV0287* NAVD 88     -      2071.5    (meters)    6796.     (feet)  VERTCON   
 MV0287  ___________________________________________________________________
 MV0287  LAPLACE CORR-           8.98  (seconds)                    DEFLEC99
 MV0287  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 MV0287
 MV0287  HORZ ORDER  -  FIRST
 MV0287
 MV0287.The horizontal coordinates were established by classical geodetic methods
 MV0287.and adjusted by the National Geodetic Survey in June 1998..
 MV0287
 MV0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0287
 MV0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0287
 MV0287.The geoid height was determined by GEOID03.
 MV0287
 MV0287;                    North         East     Units Scale Factor Converg.
 MV0287;SPC NV W     - 4,792,106.772   833,558.542   MT  0.99991385   +0 16 11.9
 MV0287;SPC NV W     -15,722,103.63  2,734,766.65   sFT  0.99991385   +0 16 11.9
 MV0287;SPC OR S     -    27,025.991 1,692,645.289   MT  1.00014258   +1 35 16.5
 MV0287;SPC OR S     -    88,667.95  5,553,298.19   iFT  1.00014258   +1 35 16.5
 MV0287;UTM  11      - 4,637,781.605   402,185.821   MT  0.99971773   -0 47 13.9
 MV0287
 MV0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0287!SPC NV W     -   0.99967822  x   0.99991385  =   0.99959210
 MV0287!SPC OR S     -   0.99967822  x   1.00014258  =   0.99982075
 MV0287!UTM  11      -   0.99967822  x   0.99971773  =   0.99939604
 MV0287
 MV0287|---------------------------------------------------------------------|
 MV0287| PID    Reference Object                     Distance      Geod. Az  |
 MV0287|                                                           dddmmss.s |
 MV0287| CD7785 KING RM 2                             9.991 METERS 18702     |
 MV0287| CD7783 KING AZ MK                                         2521544.4 |
 MV0287| CD7784 KING RM 1                            10.967 METERS 29342     |
 MV0287|---------------------------------------------------------------------|
 MV0287
 MV0287                          SUPERSEDED SURVEY CONTROL
 MV0287
 MV0287  NAD 83(1991)-  41 53 09.29570(N)    118 10 44.27987(W) AD(       ) 1
 MV0287  NAD 83(1986)-  41 53 09.30291(N)    118 10 44.27811(W) AD(       ) 1
 MV0287  NAD 27      -  41 53 09.67500(N)    118 10 40.71000(W) AD(       ) 1
 MV0287  NGVD 29 (07/19/86) 2070.3    (m)         6792.     (f) VERT ANG       
 MV0287
 MV0287.Superseded values are not recommended for survey control.
 MV0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0287.See file dsdata.txt to determine how the superseded data were derived.
 MV0287
 MV0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG0218637782(NAD 83)
 MV0287_MARKER: DS = TRIANGULATION STATION DISK
 MV0287_SETTING: 80 = SET IN A BOULDER
 MV0287_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MV0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0287
 MV0287  HISTORY     - Date     Condition        Report By
 MV0287  HISTORY     - 1956     MONUMENTED       CGS
 MV0287  HISTORY     - 1960     GOOD             USGS
 MV0287
 MV0287                          STATION DESCRIPTION
 MV0287
 MV0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MV0287'THE STATION IS ON A HIGH HILL ON THE NORTHEAST SIDE OF THE KING
 MV0287'RIVER VALLEY.  ABOUT 7-1/2 MILES SOUTH OF THE OREGON-NEVADA
 MV0287'STATE LINE, 22 MILES EAST-SOUTHEAST OF DENIO, NEVADA AND 28
 MV0287'MILES WEST-SOUTHWEST OF MC DERMITT, NEVADA.
 MV0287'
 MV0287'TO REACH FROM THE OROVADA, NEVADA POST OFFICE AND STORE ON U.S.
 MV0287'HIGHWAY 95, GO WEST, NORTH AND NORTHWEST ON MAIN TRAVELED GRADED
 MV0287'ROAD (AS PER SIGN KING RIVER 40) FOR 23.8 MILES TO A FORK.  THIS
 MV0287'IS JUST AFTER PASSING SOME BURNED RANCH BUILDINGS ON THE SOUTH
 MV0287'SIDE OF THE ROAD.  TURN RIGHT, NORTH, ON GRADED ROAD FOR 8.9
 MV0287'MILES TO WHERE ROAD CURVES TO THE LEFT, WEST, AND A FORK.
 MV0287'THERE IS A RANCH ABOUT 0.2 MILE NORTHEAST OF THIS POINT.  TAKE
 MV0287'RIGHT FORK, NORTH, ALONG THE WEST SIDE OF A FENCE, FOR 1.1
 MV0287'MILES TO A FORK.  TAKE LEFT FORK, MAIN ROAD, FOR 1.8 MILES TO
 MV0287'A FORK, TAKE RIGHT FORK, NORTHEAST FOR 2.2 MILES TO A DIM
 MV0287'CROSSROAD.  TURN RIGHT, EAST, ON TRACK ROAD AND FOLLOW UP THE SIDE
 MV0287'OF A CANYON FOR 1.0 MILE TO A SWITCHBACK LEADING NORTHEAST
 MV0287'TO AN OLD MINE.  KEEP RIGHT FORK (4-WHEEL DRIVE VEHICLE
 MV0287'REQUIRED FROM HERE) UP HILL, SOUTHWEST TO A SADDLE.* TO
 MV0287'REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT, WEST,
 MV0287'OVER A LOW HILL, DOWN TO ANOTHER SADDLE, THENCE CONTINUE
 MV0287'WEST ABOUT HALF WAY UP A HIGHER HILL (A TOTAL DISTANCE OF
 MV0287'0.2 MILE) TO THE MARK ON THE NORTHEAST SIDE OF THE HILL.*
 MV0287'TO REACH THE STATION FROM ABOVE SADDLE, TURN SHARP LEFT AND
 MV0287'FOLLOW ALONG THE TOP OF THE RIDGE, NORTHEAST, FOR 0.2 MILE TO
 MV0287'THE BASE OF A STEEP HILL AND THE END OF TRUCK TRAVEL.  PACK
 MV0287'NORTHEAST UP STEEP HILL TO NEAR ITS SUMMIT, THENCE EAST
 MV0287'AND NORTHEAST TO A HIGHER HILL AND TO A SHORT RIDGE THAT RUNS
 MV0287'NORTH AND SOUTH AND THE STATION ON THE SUMMIT OF A HUGE PILE
 MV0287'OF BOULDERS.  THIS IS ABOUT A 1-HOUR PACK.
 MV0287'
 MV0287'NOTE--THE ORIGINAL MARKS WERE SET AND MARKED IN 1950, HOWEVER,
 MV0287'NO OBSERVATIONS WERE MADE TO OR FROM THE STATION THAT YEAR.
 MV0287'
 MV0287'THE STAMPING ON THE STATION AND REFERENCE MARKS 1 AND 2 WAS
 MV0287'CHANGED TO READ 1956 INSTEAD OF 1950.  THE AZIMUTH MARK SET IN
 MV0287'1950 WAS NOT RECOVERED.  A NEW ONE WAS ESTABLISHED.
 MV0287'
 MV0287'THE STATION AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN
 MV0287'DRILL HOLES IN BOULDERS.
 MV0287'
 MV0287'THE STATION MARK, STAMPED KING 1956, IS IN A BOULDER PROJECTING
 MV0287'ABOUT 8 INCHES AND ON THE HIGHEST POINT IN THE VICINITY.
 MV0287'
 MV0287'REFERENCE MARK 1, STAMPED KING NO 1 1956, IS IN A BOULDER
 MV0287'PROJECTING ABOUT 2 FEET AND ABOUT 10 FEET LOWER THAN THE
 MV0287'STATION.
 MV0287'
 MV0287'REFERENCE MARK 2, STAMPED KING NO 2 1956, IS IN A BOULDER
 MV0287'PROJECTING ABOUT 8 INCHES AND ABOUT 8 FEET LOWER THAN THE
 MV0287'STATION.
 MV0287'
 MV0287'THE AZIMUTH MARK, STAMPED KING 1956, IS IN A FLAT ROCK
 MV0287'PROJECTING 2 INCHES AND 3 FEET WEST OF A WITNESS POST.  IT IS
 MV0287'ABOUT 15 FEET LOWER THAN THE TOP OF THE HILL.
 MV0287
 MV0287                          STATION RECOVERY (1960)
 MV0287
 MV0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MV0287'RECOVERED AS DESCRIBED.  RM OBSERVATIONS AGREE WITH NGS.
 MV0287'
 MV0287'NEW TO REACH FOLLOWS--TO REACH FROM POST OFFICE AT OROVADA, GO
 MV0287'8.15 MI W. ON GRAVEL RD. AS PER SIGN KINGS RIVER TO RD. FORK.
 MV0287'TURN RIGHT (N.) 5.5 MI TO Y-FORK.  GO LEFT W. 9.85 MI PASSING OLD
 MV0287'RANCH TO S. OF RD. TO RD. FORK.  GO RIGHT (N.) 8.85 MI TO T-RD.,
 MV0287'CONTINUE STRAIGHT AHEAD 0.5 MI, PASS THROUGH GATE ON
 MV0287'MAIN-TRAVELED RD. 0.3 MI, PASS THROUGH GATE 2.7 MI TO Y-RD.  TURN
 MV0287'RIGHT 0.8 MI TO GATE AT STOCK TANK, PASS THROUGH GATE 0.5 MI TO
 MV0287'CORRAL (4-WHEEL DRIVE NEEDED FROM THIS POINT), PASS THROUGH GATE
 MV0287'ON SOUTH SIDE OF CORRAL 4.4 MI TO Y-RD. NEAR SUMMIT OF LONG
 MV0287'CLIMB.  TURN RIGHT 1.2 MI TO Y-RD. AT SALT LICK.  KEEP RIGHT 1 MI
 MV0287'TO SMALL GRASSY MEADOW.  LEAVE RD. AND DRIVE SW. UP RIDGE KEEPING
 MV0287'RIGHT OF SMALL TOP 0.7 MI TO SADDLE AND END OF TRUCK TRAVEL.  HIKE
 MV0287'W. TO SECOND TOP AND STATION.  ABOUT A 5-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0894 ***********************************************************************
 GS0894  DESIGNATION -  KING
 GS0894  PID         -  GS0894
 GS0894  STATE/COUNTY-  NV/NYE
 GS0894  USGS QUAD   -  FRANKLIN WELL (1987)
 GS0894
 GS0894                         *CURRENT SURVEY CONTROL
 GS0894  ___________________________________________________________________
 GS0894* NAD 83(1994)-  36 24 31.89580(N)    116 22 56.53130(W)     ADJUSTED  
 GS0894* NAVD 88     -       658.     (meters)    2159.     (feet)  SCALED    
 GS0894  ___________________________________________________________________
 GS0894  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 GS0894  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 GS0894
 GS0894  HORZ ORDER  -  THIRD
 GS0894
 GS0894.The horizontal coordinates were established by classical geodetic methods
 GS0894.and adjusted by the National Geodetic Survey in June 1998..
 GS0894
 GS0894.The orthometric height was scaled from a topographic map.
 GS0894
 GS0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0894
 GS0894.The geoid height was determined by GEOID03.
 GS0894
 GS0894;                    North         East     Units Scale Factor Converg.
 GS0894;SPC NV C     - 6,184,071.725   525,497.768   MT  0.99990801   +0 10 07.5
 GS0894;SPC NV C     -20,288,908.65  1,724,070.59   sFT  0.99990801   +0 10 07.5
 GS0894;SPC CA 4     -   622,541.082 2,234,749.612   MT  0.99994790   +1 33 41.9
 GS0894;SPC CA 4     - 2,042,453.53  7,331,841.02   sFT  0.99994790   +1 33 41.9
 GS0894;UTM  11      - 4,029,475.710   555,377.108   MT  0.99963778   +0 21 59.8
 GS0894
 GS0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0894!SPC NV C     -   0.99990126  x   0.99990801  =   0.99980928
 GS0894!SPC CA 4     -   0.99990126  x   0.99994790  =   0.99984916
 GS0894!UTM  11      -   0.99990126  x   0.99963778  =   0.99953907
 GS0894
 GS0894:                Primary Azimuth Mark                     Grid Az
 GS0894:SPC NV C     -  VON SCHMIDT 475 MI POST                  226 20 00.0
 GS0894:SPC CA 4     -  VON SCHMIDT 475 MI POST                  224 56 25.6
 GS0894:UTM  11      -  VON SCHMIDT 475 MI POST                  226 08 07.7
 GS0894
 GS0894|---------------------------------------------------------------------|
 GS0894| PID    Reference Object                     Distance      Geod. Az  |
 GS0894|                                                           dddmmss.s |
 GS0894| GS0889 VON SCHMIDT 475 MI POST             APPROX. 0.6 KM 2263007.5 |
 GS0894| GS0891 VON SCHMIDT 474 MI POST             APPROX. 1.8 KM 2924426.5 |
 GS0894|---------------------------------------------------------------------|
 GS0894
 GS0894                          SUPERSEDED SURVEY CONTROL
 GS0894
 GS0894  NAD 83(1992)-  36 24 31.89598(N)    116 22 56.53115(W) AD(1991.35) 3
 GS0894  NAD 83(1992)-  36 24 31.89606(N)    116 22 56.53221(W) AD(       ) 3
 GS0894  NAD 83(1986)-  36 24 31.88609(N)    116 22 56.53432(W) AD(       ) 3
 GS0894  NAD 27      -  36 24 32.05600(N)    116 22 53.37200(W) AD(       ) 3
 GS0894
 GS0894.Superseded values are not recommended for survey control.
 GS0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0894.See file dsdata.txt to determine how the superseded data were derived.
 GS0894
 GS0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA5537729476(NAD 83)
 GS0894
 GS0894  HISTORY     - Date     Condition        Report By
 GS0894  HISTORY     - 1895     MONUMENTED       CGS
 GS0894
 GS0894                          STATION DESCRIPTION
 GS0894
 GS0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 GS0894'DRILL HOLE IN STONE ON A SAND HILL COVERED WITH DWARF MESQUITE--THE
 GS0894'NEAREST TO LINE BETWEEN T 101 AND T 102 (N. BASE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0530 ***********************************************************************
 KQ0530  DESIGNATION -  KING
 KQ0530  PID         -  KQ0530
 KQ0530  STATE/COUNTY-  NV/LANDER
 KQ0530  USGS QUAD   -  SIMPSON PARK CANYON (1989)
 KQ0530
 KQ0530                         *CURRENT SURVEY CONTROL
 KQ0530  ___________________________________________________________________
 KQ0530* NAD 83(1994)-  39 28 28.72006(N)    116 57 34.84566(W)     ADJUSTED  
 KQ0530* NAVD 88     -      2505.3    (meters)    8219.     (feet)  VERTCON   
 KQ0530  ___________________________________________________________________
 KQ0530  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 KQ0530  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 KQ0530
 KQ0530  HORZ ORDER  -  FIRST
 KQ0530
 KQ0530.The horizontal coordinates were established by classical geodetic methods
 KQ0530.and adjusted by the National Geodetic Survey in June 1998..
 KQ0530
 KQ0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0530
 KQ0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0530
 KQ0530.The geoid height was determined by GEOID03.
 KQ0530
 KQ0530;                    North         East     Units Scale Factor Converg.
 KQ0530;SPC NV C     - 6,524,329.237   474,790.322   MT  0.99990782   -0 11 10.6
 KQ0530;SPC NV C     -21,405,236.84  1,557,707.91   sFT  0.99990782   -0 11 10.6
 KQ0530;UTM  11      - 4,369,451.316   503,467.989   MT  0.99960015   +0 01 32.3
 KQ0530
 KQ0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0530!SPC NV C     -   0.99961050  x   0.99990782  =   0.99951836
 KQ0530!UTM  11      -   0.99961050  x   0.99960015  =   0.99921081
 KQ0530
 KQ0530|---------------------------------------------------------------------|
 KQ0530| PID    Reference Object                     Distance      Geod. Az  |
 KQ0530|                                                           dddmmss.s |
 KQ0530| DD6117 KING RM 1                             7.733 METERS 04121     |
 KQ0530| DD6116 KING AZ MK                                         1582354.7 |
 KQ0530| DD6118 KING RM 2                             6.135 METERS 22647     |
 KQ0530|---------------------------------------------------------------------|
 KQ0530
 KQ0530                          SUPERSEDED SURVEY CONTROL
 KQ0530
 KQ0530  NAD 83(1986)-  39 28 28.72120(N)    116 57 34.83574(W) AD(       ) 1
 KQ0530  NAD 27      -  39 28 28.98700(N)    116 57 31.52600(W) AD(       ) 1
 KQ0530  NGVD 29 (07/19/86) 2504.0    (m)         8215.     (f) VERT ANG       
 KQ0530
 KQ0530.Superseded values are not recommended for survey control.
 KQ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0530.See file dsdata.txt to determine how the superseded data were derived.
 KQ0530
 KQ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND0346869451(NAD 83)
 KQ0530_MARKER: DS = TRIANGULATION STATION DISK
 KQ0530_SETTING: 80 = SET IN A BOULDER
 KQ0530_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KQ0530
 KQ0530  HISTORY     - Date     Condition        Report By
 KQ0530  HISTORY     - 1954     MONUMENTED       CGS
 KQ0530
 KQ0530                          STATION DESCRIPTION
 KQ0530
 KQ0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0530'THE STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF AUSTIN
 KQ0530'AND 2 MILES NORTHEAST OF U.S. HIGHWAY 50, ON A CONE-SHAPED
 KQ0530'MOUNTAIN PARTIALLY COVERED WITH BOULDERS AND BURNED OVER TIMBER.
 KQ0530'IT IS THE HIGHEST POINT IN THE VICINITY.
 KQ0530'
 KQ0530'TO REACH FROM THE POST OFFICE IN AUSTIN, FOLLOW U.S. HIGHWAY
 KQ0530'50 EAST AND SOUTHEAST FOR 5.2 MILES TO SIGN GRASS VALLEY 25-CORTEZ
 KQ0530'58 ON THE RIGHT AND THE GRASS VALLEY ROAD ON THE LEFT.  CONTINUE
 KQ0530'ON U.S. HIGHWAY 50 FOR 3.1 MILES TO A CULVERT AND A SIDE ROAD
 KQ0530'LEFT.  LEAVE THE HIGHWAY, GO EASTERLY ON DIRT ROAD FOR 0.2 MILE
 KQ0530'TO A WIRE GATE.  PASS THROUGH GATE AND GO NORTHERLY FOR 0.35
 KQ0530'MILE TO A FORK, KEEP RIGHT FORK FOR 0.4 MILE TO ANOTHER FORK.
 KQ0530'TAKE LEFT FORK, NORTHERLY, ON THE MAIN ROAD, FOR 1.5 MILES TO
 KQ0530'A WASH AND AN OLD ROCK FIRE PLACE AND CHIMNEY ON THE NORTH
 KQ0530'SIDE OF THE WASH.  THE AZIMUTH MARK IS ABOUT 75 YARDS
 KQ0530'SOUTH-SOUTHWEST OF THE OLD FIRE PLACE.  FROM THE AZIMUTH MARK, GO
 KQ0530'WEST (ON THE SOUTH SIDE OF THE WASH) FOR 0.4 MILE, CROSS THE
 KQ0530'WASH AND GO NORTHWESTERLY TOWARDS THE BASE OF THE
 KQ0530'MOUNTAIN, FOR 0.5 MILE TO THE END OF TRUCK TRAVEL.  PACK
 KQ0530'NORTHWEST TO THE HIGHEST POINT AND THE STATION.  THIS IS
 KQ0530'A 45 MINUTE PACK.
 KQ0530'
 KQ0530'THE STATION AND ALL MARKS ARE STANDARD DISKS CEMENTED IN A DRILL
 KQ0530'HOLES IN BOULDERS.
 KQ0530'
 KQ0530'THE STATION MARK, STAMPED KING 1954, IS IN A SMALL BOULDER
 KQ0530'PROJECTING ABOUT 6 INCHES.  IT IS 11 FEET NORTH-NORTHEAST OF A
 KQ0530'5-FOOT HIGH CAIRN.
 KQ0530'
 KQ0530'REFERENCE MARK 1, STAMPED KING NO 1 1954, IS IN A BOULDER
 KQ0530'PROJECTING ABOUT 2 FEET AND ABOUT 5 FEET LOWER THAN THE STATION.
 KQ0530'
 KQ0530'REFERENCE MARK 2, STAMPED KING NO 2 1954, IS IN A BOULDER
 KQ0530'PROJECTING ABOUT 4 INCHES AND ABOUT 6 INCHES LOWER THAN THE
 KQ0530'STATION.
 KQ0530'
 KQ0530'THE AZIMUTH MARK, STAMPED KING 1954, IS IN A LARGE BOULDER
 KQ0530'PROJECTING ABOUT 4 FEET ABOVE THE GROUND.  IT IS ON THE EAST
 KQ0530'SLOPE OF THE HILL, 40 PACES WEST OF THE DIRT ROAD AND ABOUT
 KQ0530'75 YARDS SOUTH-SOUTHWEST OF THE OLD ROCK FIRE PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9157 ***********************************************************************
 AH9157  DESIGNATION -  KING LEAR
 AH9157  PID         -  AH9157
 AH9157  STATE/COUNTY-  NV/HUMBOLDT
 AH9157  USGS QUAD   -  KING LEAR PEAK (1990)
 AH9157
 AH9157                         *CURRENT SURVEY CONTROL
 AH9157  ___________________________________________________________________
 AH9157* NAD 83(1994)-  41 12 07.68322(N)    118 33 16.79541(W)     ADJUSTED  
 AH9157* NAVD 88     -      2721.0    (meters)    8927.     (feet)  VERTCON   
 AH9157  ___________________________________________________________________
 AH9157  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 AH9157  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 AH9157
 AH9157  HORZ ORDER  -  THIRD
 AH9157
 AH9157.The horizontal coordinates were established by classical geodetic methods
 AH9157.and adjusted by the National Geodetic Survey in March 1999..
 AH9157
 AH9157.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9157
 AH9157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9157
 AH9157.The geoid height was determined by GEOID03.
 AH9157
 AH9157;                    North         East     Units Scale Factor Converg.
 AH9157;SPC NV W     - 4,716,091.932   802,404.358   MT  0.99990007   +0 01 08.0
 AH9157;SPC NV W     -15,472,711.61  2,632,554.96   sFT  0.99990007   +0 01 08.0
 AH9157;UTM  11      - 4,562,361.357   369,648.375   MT  0.99980912   -1 01 27.2
 AH9157
 AH9157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9157!SPC NV W     -   0.99957663  x   0.99990007  =   0.99947674
 AH9157!UTM  11      -   0.99957663  x   0.99980912  =   0.99938583
 AH9157
 AH9157                          SUPERSEDED SURVEY CONTROL
 AH9157
 AH9157  NGVD 29 (03/31/99) 2719.8    (m)         8923.     (f) VERT ANG       
 AH9157
 AH9157.Superseded values are not recommended for survey control.
 AH9157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9157.See file dsdata.txt to determine how the superseded data were derived.
 AH9157
 AH9157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF6964862361(NAD 83)
 AH9157_MARKER: DS = TRIANGULATION STATION DISK
 AH9157_SETTING: 66 = SET IN ROCK OUTCROP
 AH9157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9157+STABILITY: POSITION/ELEVATION WELL
 AH9157
 AH9157  HISTORY     - Date     Condition        Report By
 AH9157  HISTORY     - 1965     MONUMENTED       USGS
 AH9157
 AH9157                          STATION DESCRIPTION
 AH9157
 AH9157'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH9157'LOCATED ABOUT 25 MI. NNE OF SULPHUR, ABOUT 22 MI. NNW OF JUNGO, ABOUT
 AH9157'8 MI. S OF JACKSON CREEK RANCH, ON KING LEAR PEAK OF THE JACKSON MTNS.
 AH9157'STATION REACHED BY HELICOPTER. STATION MARK--STANDARD TABLET
 AH9157'STAMPED---KING LEAR 1965---CEMENTED IN DRILL HOLE IN SOLID ROCK.
 AH9157'REFERENCE MARK NO. 1--STANDARD TABLET CEMENTED IN DRILL HOLE IN SOLID
 AH9157'ROCK, 2.5 FT LOWER THAN STATION MARK, 19.90 FT. FROM STATION MARK IN
 AH9157'DIRECTI 51 DEGREE 28 MINUTE. REFERENCE MARK NO. 2--STANDARD TABLET
 AH9157'CEMENTED IN DRILL HOLE IN SOLID ROCK, 15.74 FT FROM STATION MARK, 1
 AH9157'FT. LOWER AND IN DIRECTI 213 DEGREE 33 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0306 ***********************************************************************
 MV0306  DESIGNATION -  KING LEAR PEAK CAIRN
 MV0306  PID         -  MV0306
 MV0306  STATE/COUNTY-  NV/HUMBOLDT
 MV0306  USGS QUAD   -  KING LEAR PEAK (1990)
 MV0306
 MV0306                         *CURRENT SURVEY CONTROL
 MV0306  ___________________________________________________________________
 MV0306* NAD 83(1994)-  41 12 08.73482(N)    118 33 16.82451(W)     ADJUSTED  
 MV0306* NAVD 88     -                                                        
 MV0306  ___________________________________________________________________
 MV0306  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 MV0306  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 MV0306
 MV0306  HORZ ORDER  -  THIRD
 MV0306
 MV0306.The horizontal coordinates were established by classical geodetic methods
 MV0306.and adjusted by the National Geodetic Survey in June 1998..
 MV0306
 MV0306
 MV0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0306
 MV0306.The geoid height was determined by GEOID03.
 MV0306
 MV0306;                    North         East     Units Scale Factor Converg.
 MV0306;SPC NV W     - 4,716,124.370   802,403.670   MT  0.99990007   +0 01 08.0
 MV0306;SPC NV W     -15,472,818.04  2,632,552.71   sFT  0.99990007   +0 01 08.0
 MV0306;UTM  11      - 4,562,393.799   369,648.277   MT  0.99980912   -1 01 27.3
 MV0306
 MV0306                          SUPERSEDED SURVEY CONTROL
 MV0306
 MV0306  NAD 83(1986)-  41 12 08.74350(N)    118 33 16.82582(W) AD(       ) 4
 MV0306  NAD 27      -  41 12 09.09800(N)    118 33 13.25300(W) AD(       ) 3
 MV0306
 MV0306.Superseded values are not recommended for survey control.
 MV0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0306.See file dsdata.txt to determine how the superseded data were derived.
 MV0306
 MV0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF6964862394(NAD 83)
 MV0306_MARKER: 72 = CAIRN
 MV0306
 MV0306  HISTORY     - Date     Condition        Report By
 MV0306  HISTORY     - 1935     FIRST OBSERVED   CGS
 MV0306
 MV0306                          STATION DESCRIPTION
 MV0306
 MV0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 MV0306'STATION IS ON THE HIGHEST PART OF THE JACKSON MOUNTAINS,
 MV0306'ABOUT THE CENTRAL PART OF ITS LENGTH, THIS RANGE MARKING THE
 MV0306'E BOUNDARY OF BLACK ROCK DESERT.  A SMALL ROCK CAIRN ATOP THE
 MV0306'HIGHEST POINT OF THIS PEAK WAS LOCATED BY INTERSECTION, PROBABLY
 MV0306'SECOND ORDER ACCURACY.
 MV0306'
 MV0306'THIS STATION NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1030 ***********************************************************************
 AI1030  DESIGNATION -  KINGSTON
 AI1030  PID         -  AI1030
 AI1030  STATE/COUNTY-  NV/LANDER
 AI1030  USGS QUAD   -  KINGSTON (1988)
 AI1030
 AI1030                         *CURRENT SURVEY CONTROL
 AI1030  ___________________________________________________________________
 AI1030* NAD 83(1994)-  39 14 36.45122(N)    117 01 34.85789(W)     ADJUSTED  
 AI1030* NAVD 88     -      1726.6    (meters)    5665.     (feet)  VERTCON   
 AI1030  ___________________________________________________________________
 AI1030  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 AI1030  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 AI1030
 AI1030  HORZ ORDER  -  THIRD
 AI1030
 AI1030.The horizontal coordinates were established by classical geodetic methods
 AI1030.and adjusted by the National Geodetic Survey in March 1999..
 AI1030
 AI1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1030
 AI1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1030
 AI1030.The geoid height was determined by GEOID03.
 AI1030
 AI1030;                    North         East     Units Scale Factor Converg.
 AI1030;SPC NV C     - 6,498,685.687   468,952.100   MT  0.99991187   -0 13 39.2
 AI1030;SPC NV C     -21,321,104.62  1,538,553.68   sFT  0.99991187   -0 13 39.2
 AI1030;UTM  11      - 4,343,794.350   497,726.198   MT  0.99960006   -0 01 00.0
 AI1030
 AI1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1030!SPC NV C     -   0.99973266  x   0.99991187  =   0.99964456
 AI1030!UTM  11      -   0.99973266  x   0.99960006  =   0.99933283
 AI1030
 AI1030                          SUPERSEDED SURVEY CONTROL
 AI1030
 AI1030  NGVD 29 (03/11/99) 1725.4    (m)         5661.     (f) VERT ANG       
 AI1030
 AI1030.Superseded values are not recommended for survey control.
 AI1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1030.See file dsdata.txt to determine how the superseded data were derived.
 AI1030
 AI1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD9772643794(NAD 83)
 AI1030_MARKER: DS = TRIANGULATION STATION DISK
 AI1030_SETTING: 66 = SET IN ROCK OUTCROP
 AI1030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1030+STABILITY: POSITION/ELEVATION WELL
 AI1030
 AI1030  HISTORY     - Date     Condition        Report By
 AI1030  HISTORY     - 1965     MONUMENTED       USGS
 AI1030
 AI1030                          STATION DESCRIPTION
 AI1030
 AI1030'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AI1030'LOCATED ABOUT 17 MI S OF AUSTIN, 183 FT NE OF A STEEL DRUM MAIL-BOX,
 AI1030'106 FT N OF CENTER OF A DIRT RD AND 61.2 FT E OF CENTER OF STATE
 AI1030'HIGHWAY 8A, ON W SIDE OF SMOKEY VALLEY. TO REACH FROM COUNTY
 AI1030'COURTHOUSE IN AUSTIN, DRIVE E ON US HIGHWAY 50 FOR 11.7 MI TO JCT WITH
 AI1030'STATE HIGHWAY 8A, TURN RIGHT FOR 12.0 MI TO DIRT CROSS ROADS AND
 AI1030'STATION ON LEFT. STATION MARK--STANDARD TABLET STAMPED---KINGSTON
 AI1030'1955---CEMENTED IN TOP OF LARGE, BURIED BOULDER. REFERENCE MARK NO.
 AI1030'1--STANDARD TABLET CEMENTED IN TOP OF BURIED BOULDER, 29.65 FT FROM
 AI1030'STATION MARK IN DIRECTI 220 DEGREE 04 MINUTE. REFERENCE MARK NO.
 AI1030'2--STANDARD TABLET CEMENTED IN TOP OF BURIED BOULDER, 30.39 FT FROM
 AI1030'STATION MARK IN DIRECTI 311 DEGREE 59 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1328 ***********************************************************************
 JR1328  DESIGNATION -  KINKHEAD GLO
 JR1328  PID         -  JR1328
 JR1328  STATE/COUNTY-  NV/MINERAL
 JR1328  USGS QUAD   -  KINKAID (1979)
 JR1328
 JR1328                         *CURRENT SURVEY CONTROL
 JR1328  ___________________________________________________________________
 JR1328* NAD 83(1994)-  38 33 16.92089(N)    118 27 55.63435(W)     ADJUSTED  
 JR1328* NAVD 88     -      1371.8    (meters)    4501.     (feet)  VERTCON   
 JR1328  ___________________________________________________________________
 JR1328  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 JR1328  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 JR1328
 JR1328  HORZ ORDER  -  THIRD
 JR1328
 JR1328.The horizontal coordinates were established by classical geodetic methods
 JR1328.and adjusted by the National Geodetic Survey in June 1998..
 JR1328
 JR1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1328
 JR1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1328
 JR1328.The geoid height was determined by GEOID03.
 JR1328
 JR1328;                    North         East     Units Scale Factor Converg.
 JR1328;SPC NV W     - 4,422,176.744   810,274.134   MT  0.99990130   +0 04 24.5
 JR1328;SPC NV W     -14,508,424.87  2,658,374.39   sFT  0.99990130   +0 04 24.5
 JR1328;UTM  11      - 4,268,380.975   372,309.089   MT  0.99980079   -0 54 48.5
 JR1328
 JR1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1328!SPC NV W     -   0.99978869  x   0.99990130  =   0.99969001
 JR1328!UTM  11      -   0.99978869  x   0.99980079  =   0.99958952
 JR1328
 JR1328:                Primary Azimuth Mark                     Grid Az
 JR1328:SPC NV W     -  RYAN                                     003 49 26.2
 JR1328:UTM  11      -  RYAN                                     004 48 39.2
 JR1328
 JR1328|---------------------------------------------------------------------|
 JR1328| PID    Reference Object                     Distance      Geod. Az  |
 JR1328|                                                           dddmmss.s |
 JR1328| JR0939 RYAN                                APPROX.13.2 KM 0035350.7 |
 JR1328|---------------------------------------------------------------------|
 JR1328
 JR1328                          SUPERSEDED SURVEY CONTROL
 JR1328
 JR1328  NAD 83(1992)-  38 33 16.92219(N)    118 27 55.63411(W) AD(       ) 3
 JR1328  NGVD 29 (06/01/94) 1370.7    (m)         4497.     (f) VERT ANG       
 JR1328
 JR1328.Superseded values are not recommended for survey control.
 JR1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1328.See file dsdata.txt to determine how the superseded data were derived.
 JR1328
 JR1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC7230968381(NAD 83)
 JR1328_MARKER: DD = SURVEY DISK
 JR1328_SETTING: 0 = UNSPECIFIED SETTING
 JR1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1328
 JR1328  HISTORY     - Date     Condition        Report By
 JR1328  HISTORY     - 1953     MONUMENTED       USGS
 JR1328
 JR1328                          STATION DESCRIPTION
 JR1328
 JR1328'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JR1328'DESCRIBED BY NV PLANNING DEPARTMENT, 1953 AS FOLLOWS.
 JR1328'
 JR1328'STATION IS GLO PIPE CORNER (MARKED 1/4 STONE AT PIPE) FOR E. 1/4
 JR1328'SECTION 13, T8N R31E (HNB BOUNDARY).
 JR1328'
 JR1328'FROM INTERSECTION OF STATE HWY. 31 AND U.S. HWY. 95 IN HAWTHORNE,
 JR1328'GO EASTERLY ALONG U.S. HWY. 95 FOR APPROXIMATELY 8.5 MI. TO POWER
 JR1328'LINE, TURN LEFT ALONG POWER LINE FOR 0.3 MI., TURN LEFT ACROSS
 JR1328'COUNTRY 225 FT. TO STATION.
 JR1328'
 JR1328'STATION MARK--STANDARD GLO BRSS CAP 1/4 CORNER STAMPED----S13-1/4
 JR1328'S18 T8N R31E NAD----PROJECTING 1 FT. ABOVE GROUND.
 JR1328'
 JR1328'RMS--NONE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0366 ***********************************************************************
 KP0366  DESIGNATION -  KINSEY
 KP0366  PID         -  KP0366
 KP0366  STATE/COUNTY-  NV/WHITE PINE
 KP0366  USGS QUAD   -  STEPTOE (1982)
 KP0366
 KP0366                         *CURRENT SURVEY CONTROL
 KP0366  ___________________________________________________________________
 KP0366* NAD 83(1994)-  39 33 13.74769(N)    114 45 44.65361(W)     ADJUSTED  
 KP0366* NAVD 88     -      1890.0    (meters)    6201.     (feet)  VERTCON   
 KP0366  ___________________________________________________________________
 KP0366  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 KP0366  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 KP0366
 KP0366  HORZ ORDER  -  THIRD
 KP0366
 KP0366.The horizontal coordinates were established by classical geodetic methods
 KP0366.and adjusted by the National Geodetic Survey in June 1998..
 KP0366
 KP0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0366
 KP0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0366
 KP0366.The geoid height was determined by GEOID03.
 KP0366
 KP0366;                    North         East     Units Scale Factor Converg.
 KP0366;SPC NV E     - 8,533,399.596   270,549.876   MT  0.99996126   +0 31 22.1
 KP0366;SPC NV E     -27,996,661.84    887,629.05   sFT  0.99996126   +0 31 22.1
 KP0366;UTM  11      - 4,380,628.580   692,247.200   MT  1.00005505   +1 25 31.2
 KP0366
 KP0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0366!SPC NV E     -   0.99970670  x   0.99996126  =   0.99966797
 KP0366!UTM  11      -   0.99970670  x   1.00005505  =   0.99976173
 KP0366
 KP0366:                Primary Azimuth Mark                     Grid Az
 KP0366:SPC NV E     -  KINSEY AZ MK                             000 57 20.9
 KP0366:UTM  11      -  KINSEY AZ MK                             000 03 11.8
 KP0366
 KP0366|---------------------------------------------------------------------|
 KP0366| PID    Reference Object                     Distance      Geod. Az  |
 KP0366|                                                           dddmmss.s |
 KP0366| DD6119 KINSEY AZ MK                                       0012843.0 |
 KP0366| KP0347 MCGILL COPPER CO N STACK            APPROX.16.0 KM 1822800.6 |
 KP0366| DD6120 KINSEY RM 1                          12.959 METERS 22903     |
 KP0366| DD6121 KINSEY RM 2                          14.183 METERS 30750     |
 KP0366|---------------------------------------------------------------------|
 KP0366
 KP0366                          SUPERSEDED SURVEY CONTROL
 KP0366
 KP0366  NAD 83(1994)-  39 33 13.74688(N)    114 45 44.65390(W) AD(       ) 3
 KP0366  NAD 83(1986)-  39 33 13.74429(N)    114 45 44.65221(W) AD(       ) 3
 KP0366  NAD 27      -  39 33 13.96821(N)    114 45 41.58709(W) AD(       ) 3
 KP0366  NGVD 29 (07/19/86) 1888.8    (m)         6197.     (f) VERT ANG       
 KP0366
 KP0366.Superseded values are not recommended for survey control.
 KP0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0366.See file dsdata.txt to determine how the superseded data were derived.
 KP0366
 KP0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD9224780629(NAD 83)
 KP0366_MARKER: DS = TRIANGULATION STATION DISK
 KP0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0366
 KP0366  HISTORY     - Date     Condition        Report By
 KP0366  HISTORY     - 1967     MONUMENTED       CGS
 KP0366
 KP0366                          STATION DESCRIPTION
 KP0366
 KP0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0366'THE STATION IS LOCATED ABOUT 11 MILES NORTH OF MC GILL AND ON
 KP0366'THE EAST SIDE OF U.S. HIGHWAY 93.  ALTERNATE 50.
 KP0366'
 KP0366'TO REACH THE STATION FROM THE POST OFFICE IN MC GILL, GO NORTH
 KP0366'ON U.S. HIGHWAY 93.  ALTERNATE 50 FOR 5.45 MILES TO A PAVED
 KP0366'SIDE ROAD RIGHT AT A SIGN DUCK CREEK.  CONTINUE NORTH ON U.S.
 KP0366'HIGHWAY 93.  ALTERNATE 50 FOR 5.25 MILES TO THE STATION ON THE
 KP0366'RIGHT AS DESCRIBED.
 KP0366'
 KP0366'THE STATION MARK IS A STANDARD DISK STAMPED KINSEY 1967, SET
 KP0366'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.  IT
 KP0366'IS 135 FEET EAST OF THE CENTER OF THE HIGHWAY AND 3.6 FEET NORTH
 KP0366'OF THE WITNESS POST.
 KP0366'
 KP0366'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KINSEY NO 1 1967,
 KP0366'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
 KP0366'IT IS 99 FEET EAST OF THE CENTER OF THE HIGHWAY AND 39.5
 KP0366'FEET SOUTHWEST OF THE WITNESS POST.
 KP0366'
 KP0366'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KINSEY NO 2 1967,
 KP0366'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
 KP0366'IT IS 99 FEET EAST OF THE CENTER OF THE HIGHWAY AND 48.2 FEET
 KP0366'NORTHWEST OF THE WITNESS POST.
 KP0366'
 KP0366'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KINSEY 1967, CEMENTED
 KP0366'IN A DRILL HOLE IN THE EAST END OF A SMALL CONCRETE CULVERT.
 KP0366'IT IS 23 FEET EAST OF THE CENTER OF THE HIGHWAY AND 4.3 FEET
 KP0366'NORTHEAST OF A ROAD SHOULDER WARNING POST.
 KP0366'
 KP0366'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 KP0366'U.S. HIGHWAY 93.  ALTERNATE 50 FOR 1.0 MILE TO THE CONCRETE
 KP0366'CULVERT AND THE MARK ON THE RIGHT AS DESCRIBED.
 KP0366'
 KP0366'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0875 ***********************************************************************
 HQ0875  DESIGNATION -  KLONDIKE
 HQ0875  PID         -  HQ0875
 HQ0875  STATE/COUNTY-  NV/ESMERALDA
 HQ0875  USGS QUAD   -  KLONDIKE (1982)
 HQ0875
 HQ0875                         *CURRENT SURVEY CONTROL
 HQ0875  ___________________________________________________________________
 HQ0875* NAD 83(1994)-  37 57 21.53599(N)    117 15 13.48148(W)     ADJUSTED  
 HQ0875* NAVD 88     -      1809.0    (meters)    5935.     (feet)  VERTCON   
 HQ0875  ___________________________________________________________________
 HQ0875  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 HQ0875  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 HQ0875
 HQ0875  HORZ ORDER  -  THIRD
 HQ0875
 HQ0875.The horizontal coordinates were established by classical geodetic methods
 HQ0875.and adjusted by the National Geodetic Survey in June 1998..
 HQ0875
 HQ0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0875
 HQ0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0875
 HQ0875.The geoid height was determined by GEOID03.
 HQ0875
 HQ0875;                    North         East     Units Scale Factor Converg.
 HQ0875;SPC NV W     - 4,356,552.228   916,841.691   MT  1.00006809   +0 49 04.3
 HQ0875;SPC NV W     -14,293,121.77  3,008,004.78   sFT  1.00006809   +0 49 04.3
 HQ0875;SPC NV C     - 6,355,880.882   448,409.609   MT  0.99993277   -0 21 39.9
 HQ0875;SPC NV C     -20,852,585.86  1,471,157.19   sFT  0.99993277   -0 21 39.9
 HQ0875;UTM  11      - 4,200,961.534   477,708.552   MT  0.99960612   -0 09 21.8
 HQ0875
 HQ0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0875!SPC NV W     -   0.99972020  x   1.00006809  =   0.99978827
 HQ0875!SPC NV C     -   0.99972020  x   0.99993277  =   0.99965299
 HQ0875!UTM  11      -   0.99972020  x   0.99960612  =   0.99932643
 HQ0875
 HQ0875:                Primary Azimuth Mark                     Grid Az
 HQ0875:SPC NV W     -  KLONDIKE AZ MK                           013 51 06.1
 HQ0875:SPC NV C     -  KLONDIKE AZ MK                           015 01 50.3
 HQ0875:UTM  11      -  KLONDIKE AZ MK                           014 49 32.2
 HQ0875
 HQ0875|---------------------------------------------------------------------|
 HQ0875| PID    Reference Object                     Distance      Geod. Az  |
 HQ0875|                                                           dddmmss.s |
 HQ0875| DB1979 KLONDIKE AZ MK                                     0144010.4 |
 HQ0875| DB1980 KLONDIKE RM 1                         4.335 METERS 08352     |
 HQ0875| DB1981 KLONDIKE RM 2                         4.149 METERS 26125     |
 HQ0875|---------------------------------------------------------------------|
 HQ0875
 HQ0875                          SUPERSEDED SURVEY CONTROL
 HQ0875
 HQ0875  NAD 83(1992)-  37 57 21.53311(N)    117 15 13.48838(W) AD(       ) 3
 HQ0875  NAD 83(1986)-  37 57 21.53464(N)    117 15 13.49022(W) AD(       ) 3
 HQ0875  NAD 27      -  37 57 21.77800(N)    117 15 10.19700(W) AD(       ) 3
 HQ0875  NGVD 29 (07/19/86) 1807.8    (m)         5931.     (f) VERT ANG       
 HQ0875
 HQ0875.Superseded values are not recommended for survey control.
 HQ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0875.See file dsdata.txt to determine how the superseded data were derived.
 HQ0875
 HQ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC7770900962(NAD 83)
 HQ0875_MARKER: DS = TRIANGULATION STATION DISK
 HQ0875_SETTING: 80 = SET IN A BOULDER
 HQ0875_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HQ0875
 HQ0875  HISTORY     - Date     Condition        Report By
 HQ0875  HISTORY     - 1950     MONUMENTED       CGS
 HQ0875  HISTORY     - 1952     GOOD             CGS
 HQ0875
 HQ0875                          STATION DESCRIPTION
 HQ0875
 HQ0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0875'THE STATION IS LOCATED ABOUT 17 MILES NORTH OF GOLDFIELD,
 HQ0875'ABOUT 8 MILES SOUTH SOUTHWEST OF TONOPAH AND ABOUT 1/4 MILE
 HQ0875'WEST OF U.S. HIGHWAY 95.  IT IS ON THE HIGHEST ONE OF AN
 HQ0875'ISOLATED GROUP OF LOW MOUNTAINS.  THE PEAK ON WHICH THE STATION
 HQ0875'IS LOCATED IS CAPPED BY A LARGE BOULDER ON WHICH IS BUILT A
 HQ0875'CAIRN.  THE STATION MARK IS 2.59 METERS NORTH OF THE CAIRN,
 HQ0875'SET IN THE TOP OF A BOULDER THAT PROJECTS ABOUT 14 INCHES ABOVE
 HQ0875'THE SURFACE.  THE MARK IS STAMPED KLONDIKE 1950.
 HQ0875'
 HQ0875'REFERENCE MARK NUMBER 1 IS STAMPED KLONDIKE NO 1 1950.  IT IS
 HQ0875'SET IN THE TOP OF A BOULDER THAT PROJECTS ABOUT 3 FEET ABOVE
 HQ0875'THE SURFACE.  THE MARK IS ABOUT 1 FOOT LOWER THAN THE STATION
 HQ0875'MARK.
 HQ0875'
 HQ0875'REFERENCE MARK NUMBER 2 IS STAMPED KLONDIKE NO 2 1950.  IT IS
 HQ0875'SET IN THE TOP OF A BOULDER THAT PROJECTS ABOUT 2 FEET ABOVE
 HQ0875'THE GROUND SURFACE.  THE MARK IS ABOUT 3 FEET LOWER THAN THE
 HQ0875'STATION MARK.
 HQ0875'
 HQ0875'THE AZIMUTH MARK IS LOCATED ENROUTE TO THE STATION, ON THE
 HQ0875'SOUTHEAST SLOPE OF A LOW KNOLL, 30 PACES EAST OF AND ABOUT
 HQ0875'8 FEET HIGHER THAN THE CENTERLINE OF U.S. HIGHWAY 95, 20 PACES
 HQ0875'SOUTHEAST OF THE HIGHEST POINT OF THE KNOLL AND 6 FEET NORTH
 HQ0875'OF A 4 X 4 INCH WITNESS POST.  THE MARK IS STAMPED KLONDIKE 1950.
 HQ0875'IT IS SET IN BEDROCK THAT PROJECTS ABOUT 4 INCHES ABOVE THE
 HQ0875'GROUND SURFACE.
 HQ0875'
 HQ0875'THE STATION IS REACHED FROM THE POST OFFICE IN TONOPAH BY GOING
 HQ0875'SOUTH ON U.S. HIGHWAY 95 FOR 8.1 MILES TO A POINT WHERE THE
 HQ0875'HIGHWAY PASSES THROUGH A CUT IN A LOW KNOLL AND THE AZIMUTH
 HQ0875'AS DESCRIBED ABOVE.  CONTINUE SOUTH ON U.S. HIGHWAY 95 FOR 0.65
 HQ0875'MILE.  TURN RIGHT (WEST), LEAVING THE HIGHWAY, AND CONTINUE
 HQ0875'CROSS COUNTRY TRAVEL FOR 0.2 MILE TO THE END OF TRUCK TRAVEL
 HQ0875'AT THE BASE OF THE STATION HILL.  PACK WESTERLY TO THE HIGHEST
 HQ0875'POINT AND THE STATION AS DESCRIBED ABOVE.  A 30 MINUTE PACK.
 HQ0875
 HQ0875                          STATION RECOVERY (1952)
 HQ0875
 HQ0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (AMS)
 HQ0875'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN
 HQ0875'GOOD CONDITION.
 HQ0875'
 HQ0875'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GROUP OF
 HQ0875'LOW MOUNTAINS, 10 FEET NW OF AND 4 FEET LOWER THAN THE TOP
 HQ0875'CENTER OF A LARGE BOULDER WHICH IS THE HIGHEST POINT ON THE
 HQ0875'PEAK.  16 FEET SE OF A LARGE OUTCROPPING BOULDER WHICH JUTS
 HQ0875'OUT AT THE NW POINT OF THE TOP OF THE PEAK.
 HQ0875'
 HQ0875'THE STATION MARK IS A STANDR DISK SET IN A DRILL HOLE IN A
 HQ0875'BOULDER, FLUSH WITH SURROUNDING ROCK AND STAMPED KLONDIKE
 HQ0875'1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0876 ***********************************************************************
 HQ0876  DESIGNATION -  KLONDIKE CAIRN
 HQ0876  PID         -  HQ0876
 HQ0876  STATE/COUNTY-  NV/ESMERALDA
 HQ0876  USGS QUAD   -  KLONDIKE (1982)
 HQ0876
 HQ0876                         *CURRENT SURVEY CONTROL
 HQ0876  ___________________________________________________________________
 HQ0876* NAD 83(1994)-  37 57 21.46618(N)    117 15 13.42247(W)     ADJUSTED  
 HQ0876* NAVD 88     -      1809.     (meters)    5935.     (feet)  SCALED    
 HQ0876  ___________________________________________________________________
 HQ0876  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 HQ0876  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 HQ0876
 HQ0876  HORZ ORDER  -  THIRD
 HQ0876
 HQ0876.The horizontal coordinates were established by classical geodetic methods
 HQ0876.and adjusted by the National Geodetic Survey in June 1998..
 HQ0876
 HQ0876.The orthometric height was scaled from a topographic map.
 HQ0876
 HQ0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0876
 HQ0876.The geoid height was determined by GEOID03.
 HQ0876
 HQ0876;                    North         East     Units Scale Factor Converg.
 HQ0876;SPC NV W     - 4,356,550.096   916,843.162   MT  1.00006810   +0 49 04.3
 HQ0876;SPC NV W     -14,293,114.77  3,008,009.61   sFT  1.00006810   +0 49 04.3
 HQ0876;SPC NV C     - 6,355,878.721   448,411.036   MT  0.99993277   -0 21 39.9
 HQ0876;SPC NV C     -20,852,578.77  1,471,161.87   sFT  0.99993277   -0 21 39.9
 HQ0876;UTM  11      - 4,200,959.378   477,709.986   MT  0.99960612   -0 09 21.8
 HQ0876
 HQ0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0876!SPC NV W     -   0.99972017  x   1.00006810  =   0.99978825
 HQ0876!SPC NV C     -   0.99972017  x   0.99993277  =   0.99965296
 HQ0876!UTM  11      -   0.99972017  x   0.99960612  =   0.99932640
 HQ0876
 HQ0876                          SUPERSEDED SURVEY CONTROL
 HQ0876
 HQ0876  NAD 83(1992)-  37 57 21.46330(N)    117 15 13.42937(W) AD(       ) 4
 HQ0876  NAD 83(1986)-  37 57 21.46483(N)    117 15 13.43121(W) AD(       ) 4
 HQ0876  NAD 27      -  37 57 21.70800(N)    117 15 10.13800(W) AD(       ) 3
 HQ0876
 HQ0876.Superseded values are not recommended for survey control.
 HQ0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0876.See file dsdata.txt to determine how the superseded data were derived.
 HQ0876
 HQ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC7771000959(NAD 83)
 HQ0876_MARKER: 72 = CAIRN
 HQ0876
 HQ0876  HISTORY     - Date     Condition        Report By
 HQ0876  HISTORY     - 1950     FIRST OBSERVED   CGS
 HQ0876
 HQ0876                          STATION DESCRIPTION
 HQ0876
 HQ0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HQ0876'STATION KLONDIKE IS LOCATED ABOUT 17 MILES NORTH OF GOLDFIELD,
 HQ0876'ABOUT 8 MILES SOUTH SOUTHWEST OF TONOPAH AND ABOUT 1/4 MILE
 HQ0876'WEST OF U.S. HIGHWAY 95.  IT IS ON THE HIGHEST ONE OF AN
 HQ0876'ISOLATED GROUP OF LOW MOUNTAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0846 ***********************************************************************
 MT0846  DESIGNATION -  KLONDYKE
 MT0846  PID         -  MT0846
 MT0846  STATE/COUNTY-  NV/ELKO
 MT0846  USGS QUAD   -  BEARPAW MOUNTAIN (1986)
 MT0846
 MT0846                         *CURRENT SURVEY CONTROL
 MT0846  ___________________________________________________________________
 MT0846* NAD 83(1994)-  41 54 48.58114(N)    115 32 13.53593(W)     ADJUSTED  
 MT0846* NAVD 88     -      2524.1    (meters)    8281.     (feet)  VERTCON   
 MT0846  ___________________________________________________________________
 MT0846  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 MT0846  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 MT0846
 MT0846  HORZ ORDER  -  FIRST
 MT0846
 MT0846.The horizontal coordinates were established by classical geodetic methods
 MT0846.and adjusted by the National Geodetic Survey in June 1998..
 MT0846
 MT0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0846
 MT0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0846
 MT0846.The geoid height was determined by GEOID03.
 MT0846
 MT0846;                    North         East     Units Scale Factor Converg.
 MT0846;SPC NV E     - 8,795,091.719   203,835.822   MT  0.99990018   +0 01 51.2
 MT0846;SPC NV E     -28,855,230.08    668,751.36   sFT  0.99990018   +0 01 51.2
 MT0846;SPC ID W     -    27,435.095   817,662.179   MT  0.99993717   +0 08 32.0
 MT0846;UTM  11      - 4,641,206.451   621,319.847   MT  0.99978111   +0 58 38.5
 MT0846
 MT0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0846!SPC NV E     -   0.99960677  x   0.99990018  =   0.99950699
 MT0846!SPC ID W     -   0.99960677  x   0.99993717  =   0.99954397
 MT0846!UTM  11      -   0.99960677  x   0.99978111  =   0.99938797
 MT0846
 MT0846:                Primary Azimuth Mark                     Grid Az
 MT0846:SPC NV E     -  CAIRN 10 MILES NW OF JARBIDGE            025 51 54.0
 MT0846:SPC ID W     -  CAIRN 10 MILES NW OF JARBIDGE            025 45 13.2
 MT0846:UTM  11      -  CAIRN 10 MILES NW OF JARBIDGE            024 55 06.7
 MT0846
 MT0846|---------------------------------------------------------------------|
 MT0846| PID    Reference Object                     Distance      Geod. Az  |
 MT0846|                                                           dddmmss.s |
 MT0846| MT0848 CAIRN 10 MILES NW OF JARBIDGE       APPROX. 0.7 KM 0255345.2 |
 MT0846| DD6123 KLONDYKE RM 1                         5.446 METERS 10907     |
 MT0846| DD6124 KLONDYKE RM 2                         3.214 METERS 16140     |
 MT0846| DD6122 KLONDYKE AZ MK                                     3232328.7 |
 MT0846|---------------------------------------------------------------------|
 MT0846
 MT0846                          SUPERSEDED SURVEY CONTROL
 MT0846
 MT0846  NAD 83(1986)-  41 54 48.57656(N)    115 32 13.53228(W) AD(       ) 1
 MT0846  NAD 27      -  41 54 48.92562(N)    115 32 10.25606(W) AD(       ) 1
 MT0846  NGVD 29 (07/19/86) 2522.8    (m)         8277.     (f) VERT ANG       
 MT0846
 MT0846.Superseded values are not recommended for survey control.
 MT0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0846.See file dsdata.txt to determine how the superseded data were derived.
 MT0846
 MT0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG2132041206(NAD 83)
 MT0846_MARKER: DS = TRIANGULATION STATION DISK
 MT0846_SETTING: 66 = SET IN ROCK OUTCROP
 MT0846_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 MT0846
 MT0846  HISTORY     - Date     Condition        Report By
 MT0846  HISTORY     - 1948     MONUMENTED       CGS
 MT0846
 MT0846                          STATION DESCRIPTION
 MT0846
 MT0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 MT0846'THE STATION IS ABOUT 8 MILES NORTHWEST OF JARBIDGE, 12 MILES
 MT0846'SOUTHWEST OF MURPHYS HOT SPRINGS ON THE WESTERLY ONE OF TWO
 MT0846'PEAKS ON THE EAST END OF A LONG EAST-WEST RIDGE ON THE NORTH
 MT0846'END OF THE COPPER MOUNTAINS.
 MT0846'
 MT0846'TO REACH THE STATION FROM MURPHYS HOT SPRINGS GO SOUTHERLY TOWARDS
 MT0846'JARBIDGE FOR 5.7 MILES TO A FORK.  TURN RIGHT ACROSS BRIDGE
 MT0846'AND UP STEEP GRADE FOR 2.5 MILES TO THE LARIOS RANCH.  TURN
 MT0846'RIGHT ACROSS CATTLE GUARD AND ON THE ELKO ROAD ANC CONTINUE FOR
 MT0846'9.3 MILES TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE FOR
 MT0846'0.8 MILE TO A WHITE FOREST SERVICE GATE.  PASS THROUGH GATE
 MT0846'AND GO 1.4 MILES TO SUMMIT OF HILL AND TRACK ROAD LEFT,
 MT0846'SOUTHERLY.  (AZIMUTH MARK, BM H 12, ON THE LEFT), TURN LEFT
 MT0846'ON TRACK ROAD AND GO 1.8 MILES KEEPING MAIN TRACKS TOWARDS AN
 MT0846'ASPEN GROVE AND HIGH GRASSY HILL, TO THE FOOT OF GRASSY HILL
 MT0846'AND END OF TRUCK TRAVEL.  PACK UP STEEP GRASSY HILL TO
 MT0846'CREST OF RIDGE, TURN LEFT AND FOLLOW ALONG CREST OF HILL
 MT0846'FOR ABOUT 1 MILE TO STATION.
 MT0846'
 MT0846'THE MARK IS A STANDARD BRONZE DISK SET IN BEDROCK FLUSH WITH
 MT0846'THE GROUND ABOUT 15 FEET WEST OF THE HIGHEST POINT OF THE
 MT0846'HILL.  IT IS STAMPED KLONDYKE 1947.
 MT0846'
 MT0846'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET
 MT0846'IN OUTCROP PROJECTING ABOUT 8 INCHES, AND IS ABOUT 1 FOOT
 MT0846'LOWER THAN THE STATION.  IT IS STAMPED KLONDYKE NO 1 1947.
 MT0846'
 MT0846'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK
 MT0846'SET IN OUTCROP FLUSH WITH THE GROUND SURFACE, AND IS ABOUT 2 FEET
 MT0846'LOWER THAN THE STATION.  IT IS STAMPED KLONDYKE NO 2 1947.
 MT0846'
 MT0846'THE AZIMUTH MARK IS A STANDARD BRONZE BENCH MARK OF THE U.S.
 MT0846'GEOLOGICAL SURVEY SET IN A RED BOULDER PROJECTING ABOUT 8 INCHES,
 MT0846'AND IS ABOUT 18 FEET SOUTH OF MAIN ROAD AND 20 FEET EAST OF THE
 MT0846'TRACK ROAD ON THE WAY TO THE STATION.  IT IS STAMPED H 12 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0643 ***********************************************************************
 MT0643  DESIGNATION -  KNIGHT
 MT0643  PID         -  MT0643
 MT0643  STATE/COUNTY-  NV/ELKO
 MT0643  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0643
 MT0643                         *CURRENT SURVEY CONTROL
 MT0643  ___________________________________________________________________
 MT0643* NAD 83(1994)-  41 59 06.22653(N)    115 29 42.09834(W)     ADJUSTED  
 MT0643* NAVD 88     -      1940.944  (meters)    6367.91   (feet)  ADJUSTED  
 MT0643  ___________________________________________________________________
 MT0643  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 MT0643  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 MT0643  DYNAMIC HT  -        1939.461 (meters)    6363.05  (feet)  COMP
 MT0643  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 MT0643
 MT0643  HORZ ORDER  -  THIRD
 MT0643  VERT ORDER  -  SECOND    CLASS 0
 MT0643
 MT0643.The horizontal coordinates were established by classical geodetic methods
 MT0643.and adjusted by the National Geodetic Survey in June 1998..
 MT0643
 MT0643.The orthometric height was determined by differential leveling
 MT0643.and adjusted by the National Geodetic Survey in June 1991..
 MT0643
 MT0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0643
 MT0643.The geoid height was determined by GEOID03.
 MT0643
 MT0643.The dynamic height is computed by dividing the NAVD 88
 MT0643.geopotential number by the normal gravity value computed on the
 MT0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0643.degrees latitude (g = 980.6199 gals.).
 MT0643
 MT0643.The modeled gravity was interpolated from observed gravity values.
 MT0643
 MT0643;                    North         East     Units Scale Factor Converg.
 MT0643;SPC NV E     - 8,803,042.902   207,317.200   MT  0.99990066   +0 03 32.7
 MT0643;SPC NV E     -28,881,316.59    680,173.18   sFT  0.99990066   +0 03 32.7
 MT0643;SPC ID W     -    35,393.332   821,128.219   MT  0.99993882   +0 10 14.0
 MT0643;UTM  11      - 4,649,213.179   624,668.936   MT  0.99979125   +1 00 24.7
 MT0643
 MT0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0643!SPC NV E     -   0.99969819  x   0.99990066  =   0.99959888
 MT0643!SPC ID W     -   0.99969819  x   0.99993882  =   0.99963702
 MT0643!UTM  11      -   0.99969819  x   0.99979125  =   0.99948950
 MT0643
 MT0643|---------------------------------------------------------------------|
 MT0643| PID    Reference Object                     Distance      Geod. Az  |
 MT0643|                                                           dddmmss.s |
 MT0643| MT0641 KNIGHT RM 1                          10.196 METERS 18629     |
 MT0643| MT0642 KNIGHT RM 2                           5.060 METERS 25951     |
 MT0643|---------------------------------------------------------------------|
 MT0643
 MT0643                          SUPERSEDED SURVEY CONTROL
 MT0643
 MT0643  NAD 83(1992)-  41 59 06.22350(N)    115 29 42.09536(W) AD(       ) 3
 MT0643  NGVD 29 (??/??/92) 1939.753  (m)         6364.01   (f) ADJ UNCH    2 0
 MT0643
 MT0643.Superseded values are not recommended for survey control.
 MT0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0643.See file dsdata.txt to determine how the superseded data were derived.
 MT0643
 MT0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG2466949213(NAD 83)
 MT0643_MARKER: DS = TRIANGULATION STATION DISK
 MT0643_SETTING: 66 = SET IN ROCK OUTCROP
 MT0643_SP_SET: LAVA OUTCROP
 MT0643_STAMPING: KNIGHT R.S. 1935
 MT0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0643+STABILITY: POSITION/ELEVATION WELL
 MT0643
 MT0643  HISTORY     - Date     Condition        Report By
 MT0643  HISTORY     - 1935     MONUMENTED       USGS
 MT0643  HISTORY     - 1939     GOOD             USGS
 MT0643  HISTORY     - 1951     GOOD             NGS
 MT0643  HISTORY     - 1957     GOOD             USGS
 MT0643  HISTORY     - 1974     GOOD             USGS
 MT0643
 MT0643                          STATION DESCRIPTION
 MT0643
 MT0643'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 MT0643'LOCATED 16 MI NE. OF ROWLAND POST OFFICE, 0.8 MI NE. OF GEORGE
 MT0643'KNIGHT RANCH, 0.5 MI N. OF ROWLAND-JARBIDGE RD., T47N, R57E.  IN
 MT0643'SOUTHEAST 1/4 SECTION 2, ON HIGHEST POINT OF ROCK-RIMMED MESA
 MT0643'LYING N. OF RD., ABOUT 70 FT BACK FROM RIM OF MESA.
 MT0643'
 MT0643'TO REACH FROM ROWLAND POST OFFICE, DRIVE 2 MI SE. TO NORTH FORK
 MT0643'JARBIDGE RD.  TURN LEFT 14 MI NE. TO FIRST RD. SUMMIT E. OF
 MT0643'GEORGE KNIGHT RANCH.  FOLLOW DIM RD. N. (LEFT) UP RIDGE TO HIGHEST
 MT0643'POINT OF MESA.
 MT0643'
 MT0643'STATION MARK--STANDARD BRONZE TABLET STAMPED---KNIGHT RS 1935---,
 MT0643'CEMENTED IN SOLID ROCK UNDER SMALL CAIRN.
 MT0643'
 MT0643'RM 1--STANDARD BRONZE RM TABLET STAMPED---KNIGHT NO 1 1935---,
 MT0643'CEMENTED IN SOLID ROCK.
 MT0643'
 MT0643'RM 2--STANDARD BRONZE RM TABLET STAMPED---KNIGHT NO 2 1935---,
 MT0643'CEMENTED IN SOLID ROCK.
 MT0643
 MT0643                          STATION RECOVERY (1939)
 MT0643
 MT0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1939
 MT0643'RECOVERED AS DESCRIBED BY USGS.
 MT0643
 MT0643                          STATION RECOVERY (1951)
 MT0643
 MT0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 MT0643'18.0 MI NW FROM JARBIDGE.
 MT0643'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0643'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0643'THENCE 7.8 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0643'CREEK RANGER STATION, 0.6 MILES NORTHWEST CROSS COUNTRY FROM BENCH
 MT0643'MARK H 15 (USGS), 0.35 MILES NORTHEAST CROSS COUNTRY FROM BENCH MARK D
 MT0643'322, ON THE TOP OF AND APPROXIMATELY 175 YARDS WEST OF THE EAST END OF
 MT0643'A ROCKY RIDGE, 100 FEET SOUTHEAST OF THE HIGHEST POINT OF THE RIDGE,
 MT0643'IN THE TOP OF A RED-COLORED LAVA OUTCROP, 33.3 FEET NORTH OF KNIGHT R.
 MT0643'M. 1 (USGS), 16.5 FEET EAST OF KNIGHT R.M. 2 (USGS), 0.6 FEET NORTH OF
 MT0643'THE NORTH EDGE OF A 5-FOOT HIGH CAIRN, AND SET ABOUT LEVEL WITH THE
 MT0643'GROUND.
 MT0643
 MT0643                          STATION RECOVERY (1957)
 MT0643
 MT0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MT0643'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 MT0643
 MT0643                          STATION RECOVERY (1974)
 MT0643
 MT0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MT0643'RECOVERED AS DESCRIBED BY USGS.  CAIRN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0809 ***********************************************************************
 MT0809  DESIGNATION -  KNIGHT CAIRN
 MT0809  PID         -  MT0809
 MT0809  STATE/COUNTY-  NV/ELKO
 MT0809  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0809
 MT0809                         *CURRENT SURVEY CONTROL
 MT0809  ___________________________________________________________________
 MT0809* NAD 83(1994)-  41 59 06.22486(N)    115 29 42.09762(W)     ADJUSTED  
 MT0809* NAVD 88     -                                                        
 MT0809  ___________________________________________________________________
 MT0809  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 MT0809  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 MT0809
 MT0809  HORZ ORDER  -  THIRD
 MT0809
 MT0809.The horizontal coordinates were established by classical geodetic methods
 MT0809.and adjusted by the National Geodetic Survey in June 1998..
 MT0809
 MT0809
 MT0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0809
 MT0809.The geoid height was determined by GEOID03.
 MT0809
 MT0809;                    North         East     Units Scale Factor Converg.
 MT0809;SPC NV E     - 8,803,042.851   207,317.217   MT  0.99990066   +0 03 32.7
 MT0809;SPC NV E     -28,881,316.42    680,173.24   sFT  0.99990066   +0 03 32.7
 MT0809;SPC ID W     -    35,393.280   821,128.236   MT  0.99993882   +0 10 14.0
 MT0809;UTM  11      - 4,649,213.128   624,668.954   MT  0.99979125   +1 00 24.7
 MT0809
 MT0809                          SUPERSEDED SURVEY CONTROL
 MT0809
 MT0809  NAD 83(1986)-  41 59 06.22350(N)    115 29 42.09536(W) AD(       ) 4
 MT0809  NAD 27      -  41 59 06.56973(N)    115 29 38.82354(W) AD(       ) 3
 MT0809
 MT0809.Superseded values are not recommended for survey control.
 MT0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0809.See file dsdata.txt to determine how the superseded data were derived.
 MT0809
 MT0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG2466949213(NAD 83)
 MT0809_MARKER: 72 = CAIRN
 MT0809
 MT0809  HISTORY     - Date     Condition        Report By
 MT0809  HISTORY     - 1948     FIRST OBSERVED   CGS
 MT0809
 MT0809                          STATION DESCRIPTION
 MT0809
 MT0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 MT0809'THE STATION IS ABOUT 13 MILES NORTHWEST OF JARBIDGE 12
 MT0809'MILES WEST OF MURPHY HOT SPRINGS, AND IS NEAR THE NEVADA-IDAHO
 MT0809'STATE LINE, ON THE SOUTH END OF A MESA.
 MT0809'
 MT0809'THE OBJECT INTERSECTED WAS A POLE IN THE TOP OF A CAIRN ABOUT
 MT0809'8 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0641 ***********************************************************************
 MT0641  DESIGNATION -  KNIGHT RM 1
 MT0641  PID         -  MT0641
 MT0641  STATE/COUNTY-  NV/ELKO
 MT0641  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0641
 MT0641                         *CURRENT SURVEY CONTROL
 MT0641  ___________________________________________________________________
 MT0641* NAD 83(1986)-  41 59 05.     (N)    115 29 43.     (W)     SCALED    
 MT0641* NAVD 88     -      1940.929  (meters)    6367.86   (feet)  ADJUSTED  
 MT0641  ___________________________________________________________________
 MT0641  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 MT0641  DYNAMIC HT  -        1939.445 (meters)    6363.00  (feet)  COMP
 MT0641  MODELED GRAV-     979,787.7   (mgal)                       NAVD 88
 MT0641
 MT0641  VERT ORDER  -  SECOND    CLASS 0
 MT0641
 MT0641.The horizontal coordinates were scaled from a topographic map and have
 MT0641.an estimated accuracy of +/- 6 seconds.
 MT0641
 MT0641.The orthometric height was determined by differential leveling
 MT0641.and adjusted by the National Geodetic Survey in June 1991..
 MT0641
 MT0641.The geoid height was determined by GEOID03.
 MT0641
 MT0641.The dynamic height is computed by dividing the NAVD 88
 MT0641.geopotential number by the normal gravity value computed on the
 MT0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0641.degrees latitude (g = 980.6199 gals.).
 MT0641
 MT0641.The modeled gravity was interpolated from observed gravity values.
 MT0641
 MT0641;                    North         East    Units  Estimated Accuracy
 MT0641;SPC NV E     - 8,803,010.      207,300.      MT  (+/- 180 meters Scaled)
 MT0641
 MT0641                          SUPERSEDED SURVEY CONTROL
 MT0641
 MT0641  NGVD 29 (??/??/92) 1939.736  (m)         6363.95   (f) ADJ UNCH    2 0
 MT0641
 MT0641.Superseded values are not recommended for survey control.
 MT0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0641.See file dsdata.txt to determine how the superseded data were derived.
 MT0641
 MT0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG246491(NAD 83)
 MT0641_MARKER: DD = SURVEY DISK
 MT0641_SETTING: 66 = SET IN ROCK OUTCROP
 MT0641_SP_SET: LAVA OUTCROP
 MT0641_STAMPING: KNIGHT NO. 1 1935
 MT0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0641+STABILITY: POSITION/ELEVATION WELL
 MT0641
 MT0641  HISTORY     - Date     Condition        Report By
 MT0641  HISTORY     - 1935     MONUMENTED       USGS
 MT0641  HISTORY     - 1951     GOOD             NGS
 MT0641
 MT0641                          STATION DESCRIPTION
 MT0641
 MT0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0641'18.0 MI NW FROM JARBIDGE.
 MT0641'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0641'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0641'THENCE 7.8 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND GOLD CREEK
 MT0641'RANGER STATION, 0.6 MILES NORTHWEST CROSS COUNTRY FROM BENCH MARK H 15
 MT0641'(USGS), 0.35 MILES NORTHEAST CROSS COUNTRY FROM BENCH MARK D 322, ON
 MT0641'THE TOP OF AND APPROXIMATELY 175 YARDS WEST OF THE EAST END OF A ROCKY
 MT0641'RIDGE, 100 FEET SOUTHEAST OF THE HIGHEST POINT OF THE RIDGE, IN THE
 MT0641'TOP OF A RED-COLORED LAVA OUTCROP, 32.9 FEET SOUTHEAST OF KNIGHT R. M.
 MT0641'2, 33.3 FEET SOUTH OF TRIANGULATION STATION KNIGHT (USGS), 28.9 FEET
 MT0641'SOUTH OF THE SOUTH EDGE OF A CAIRN, ABOUT LEVEL WITH THE GROUND.
 MT0641'NOTE-- THE REFERENCE MARK DISK IS SLANTING BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0642 ***********************************************************************
 MT0642  DESIGNATION -  KNIGHT RM 2
 MT0642  PID         -  MT0642
 MT0642  STATE/COUNTY-  NV/ELKO
 MT0642  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0642
 MT0642                         *CURRENT SURVEY CONTROL
 MT0642  ___________________________________________________________________
 MT0642* NAD 83(1986)-  41 59 07.     (N)    115 29 43.     (W)     SCALED    
 MT0642* NAVD 88     -      1941.013  (meters)    6368.14   (feet)  ADJUSTED  
 MT0642  ___________________________________________________________________
 MT0642  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 MT0642  DYNAMIC HT  -        1939.530 (meters)    6363.27  (feet)  COMP
 MT0642  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 MT0642
 MT0642  VERT ORDER  -  SECOND    CLASS 0
 MT0642
 MT0642.The horizontal coordinates were scaled from a topographic map and have
 MT0642.an estimated accuracy of +/- 6 seconds.
 MT0642
 MT0642.The orthometric height was determined by differential leveling
 MT0642.and adjusted by the National Geodetic Survey in June 1991..
 MT0642
 MT0642.The geoid height was determined by GEOID03.
 MT0642
 MT0642.The dynamic height is computed by dividing the NAVD 88
 MT0642.geopotential number by the normal gravity value computed on the
 MT0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0642.degrees latitude (g = 980.6199 gals.).
 MT0642
 MT0642.The modeled gravity was interpolated from observed gravity values.
 MT0642
 MT0642;                    North         East    Units  Estimated Accuracy
 MT0642;SPC NV E     - 8,803,070.      207,300.      MT  (+/- 180 meters Scaled)
 MT0642
 MT0642                          SUPERSEDED SURVEY CONTROL
 MT0642
 MT0642  NGVD 29 (??/??/92) 1939.821  (m)         6364.23   (f) ADJ UNCH    2 0
 MT0642
 MT0642.Superseded values are not recommended for survey control.
 MT0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0642.See file dsdata.txt to determine how the superseded data were derived.
 MT0642
 MT0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG246492(NAD 83)
 MT0642_MARKER: DD = SURVEY DISK
 MT0642_SETTING: 66 = SET IN ROCK OUTCROP
 MT0642_SP_SET: LAVA OUTCROP
 MT0642_STAMPING: KNIGHT NO. 2 1935
 MT0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0642+STABILITY: POSITION/ELEVATION WELL
 MT0642
 MT0642  HISTORY     - Date     Condition        Report By
 MT0642  HISTORY     - 1935     MONUMENTED       USGS
 MT0642  HISTORY     - 1951     GOOD             NGS
 MT0642
 MT0642                          STATION DESCRIPTION
 MT0642
 MT0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0642'18.0 MI NW FROM JARBIDGE.
 MT0642'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0642'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0642'THENCE 7.8 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0642'CREEK RANGER STATION, 0.6 MILES NORTHWEST CROSS COUNTRY FROM BENCH
 MT0642'MARK H 15 (USGS), 0.35 MILES NORTHEAST CROSS COUNTRY FROM BENCH MARK D
 MT0642'322, ON THE TOP OF AND APPROXIMATELY 175 YARDS WEST OF THE EAST END OF
 MT0642'A ROCKY RIDGE, 100 FEET SOUTHEAST OF THE HIGHEST POINT OF THE RIDGE,
 MT0642'IN THE TOP OF A RED-COLORED LAVA OUTCROP, 32.9 FEET NORTHWEST OF
 MT0642'KNIGHT R.M. 1 (USGS), 16.5 FEET WEST OF TRIANGULATION STATION KNIGHT
 MT0642'(USGS), 12.2 FEET WEST OF THE WEST EDGE OF A CAIRN, AND SET ABOUT
 MT0642'LEVEL WITH THE GROUND.  NOTE-- THE REFERENCE MARK DISK IS SLANTING
 MT0642'SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1052 ***********************************************************************
 HQ1052  DESIGNATION -  KNOB
 HQ1052  PID         -  HQ1052
 HQ1052  STATE/COUNTY-  NV/NYE
 HQ1052  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ1052
 HQ1052                         *CURRENT SURVEY CONTROL
 HQ1052  ___________________________________________________________________
 HQ1052* NAD 83(1994)-  37 50 35.63561(N)    116 47 43.53828(W)     ADJUSTED  
 HQ1052* NAVD 88     -      1693.3    (meters)    5555.     (feet)  VERTCON   
 HQ1052  ___________________________________________________________________
 HQ1052  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 HQ1052  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ1052
 HQ1052  HORZ ORDER  -  FIRST
 HQ1052
 HQ1052.The horizontal coordinates were established by classical geodetic methods
 HQ1052.and adjusted by the National Geodetic Survey in June 1998..
 HQ1052
 HQ1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1052
 HQ1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1052
 HQ1052.The geoid height was determined by GEOID03.
 HQ1052
 HQ1052;                    North         East     Units Scale Factor Converg.
 HQ1052;SPC NV C     - 6,343,212.727   488,667.735   MT  0.99990158   -0 04 44.4
 HQ1052;SPC NV C     -20,811,023.76  1,603,237.39   sFT  0.99990158   -0 04 44.4
 HQ1052;UTM  11      - 4,188,441.243   517,999.113   MT  0.99960399   +0 07 31.8
 HQ1052
 HQ1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1052!SPC NV C     -   0.99973833  x   0.99990158  =   0.99963993
 HQ1052!UTM  11      -   0.99973833  x   0.99960399  =   0.99934242
 HQ1052
 HQ1052:                Primary Azimuth Mark                     Grid Az
 HQ1052:SPC NV C     -  FORK                                     082 48 48.0
 HQ1052:UTM  11      -  FORK                                     082 36 31.8
 HQ1052
 HQ1052|---------------------------------------------------------------------|
 HQ1052| PID    Reference Object                     Distance      Geod. Az  |
 HQ1052|                                                           dddmmss.s |
 HQ1052| HQ0008 FORK                                APPROX. 4.3 KM 0824403.6 |
 HQ1052| DD6125 KNOB RM 1                            10.162 METERS 21405     |
 HQ1052| DD6126 KNOB RM 2                             6.111 METERS 29702     |
 HQ1052|---------------------------------------------------------------------|
 HQ1052
 HQ1052                          SUPERSEDED SURVEY CONTROL
 HQ1052
 HQ1052  NAD 83(1992)-  37 50 35.63243(N)    116 47 43.54656(W) AD(       ) 1
 HQ1052  NAD 83(1986)-  37 50 35.63236(N)    116 47 43.54649(W) AD(       ) 1
 HQ1052  NAD 27      -  37 50 35.86001(N)    116 47 40.31147(W) AD(       ) 1
 HQ1052  NGVD 29 (07/19/86) 1692.2    (m)         5552.     (f) VERT ANG       
 HQ1052
 HQ1052.Superseded values are not recommended for survey control.
 HQ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1052.See file dsdata.txt to determine how the superseded data were derived.
 HQ1052
 HQ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB1799988441(NAD 83)
 HQ1052_MARKER: DS = TRIANGULATION STATION DISK
 HQ1052_SETTING: 66 = SET IN ROCK OUTCROP
 HQ1052
 HQ1052  HISTORY     - Date     Condition        Report By
 HQ1052  HISTORY     - 1968     MONUMENTED       CGS
 HQ1052
 HQ1052                          STATION DESCRIPTION
 HQ1052
 HQ1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ1052'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS ABOUT
 HQ1052'30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4-1/2 MILES
 HQ1052'NORTH-NORTHWEST OF THE TEST RANGE HEADQUARTERS AND 4 MILES
 HQ1052'SOUTHWEST OF THE MAIN GUARD GATE, KNOWN AS POINT ABLE, ON A LOW
 HQ1052'ROCKY KNOLL.
 HQ1052'
 HQ1052'TO REACH THE STATION FROM THE POINT ABLE, GO WEST AND SOUTH ON
 HQ1052'GRAVELED ROAD FOR 1.55 MILES TO STATION CONTRAVES 19 ON THE
 HQ1052'LEFT.  CONTINUE SOUTHWEST ON THE GRAVELED ROAD FOR 0.75 MILE
 HQ1052'TO STATION MIDOT 10 ON THE LEFT.  CONTINUE AHEAD ON A TRACK
 HQ1052'ROAD FOR 0.25 MILE TO A FORK.  KEEP LEFT FORK, SOUTHWEST, FOR
 HQ1052'0.15 MILE TO THE SOUTH EDGE OF A BLADED AREA AND A DIM TRACK
 HQ1052'ROAD LEFT.  TURN LEFT, SOUTH AND SOUTHWEST, ON DIM TRACK ROAD
 HQ1052'FOR 1.0 MILE TO A LOW SADDLE BETWEEN 2 KNOLLS.  BEAR LEFT, ON
 HQ1052'DIM TRACK ROAD, FOR 0.1 MILE TO THE TOP OF THE ROCKY KNOLL
 HQ1052'AND THE STATION.  A 4-WHEEL DRIVE VEHICLE IS NEEDED FOR THE
 HQ1052'LAST 0.1 MILE.
 HQ1052'
 HQ1052'THE STATION MARK IS A STANDARD DISK, STAMPED KNOB 1968, CEMENTED
 HQ1052'IN A DRILL HOLE IN BEDROCK OUTCROP ABOUT 2 FOOT ACROSS AND
 HQ1052'PROJECTING ABOUT 3 INCHES.  IT IS 6.3 FEET SOUTH OF A METAL
 HQ1052'WITNESS POST.
 HQ1052'
 HQ1052'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KNOB NO 1 1968,
 HQ1052'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 HQ1052'GROUND SURFACE.  IT IS 39 FEET SOUTHWEST OF THE METAL WITNESS
 HQ1052'POST.
 HQ1052'
 HQ1052'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KNOB NO 2 1968,
 HQ1052'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 HQ1052'GROUND SURFACE.  IT IS 18 FEET NORTHWEST OF THE METAL WITNESS
 HQ1052'POST.
 HQ1052'
 HQ1052'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1304 ***********************************************************************
 JR1304  DESIGNATION -  KNOB
 JR1304  PID         -  JR1304
 JR1304  STATE/COUNTY-  NV/LYON
 JR1304  USGS QUAD   -  YERINGTON SE (1986)
 JR1304
 JR1304                         *CURRENT SURVEY CONTROL
 JR1304  ___________________________________________________________________
 JR1304* NAD 83(1994)-  38 46 18.71882(N)    119 03 29.21036(W)     ADJUSTED  
 JR1304* NAVD 88     -      1717.1    (meters)    5634.     (feet)  VERTCON   
 JR1304  ___________________________________________________________________
 JR1304  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 JR1304  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 JR1304
 JR1304  HORZ ORDER  -  THIRD
 JR1304
 JR1304.The horizontal coordinates were established by classical geodetic methods
 JR1304.and adjusted by the National Geodetic Survey in June 1998..
 JR1304
 JR1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1304
 JR1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1304
 JR1304.The geoid height was determined by GEOID03.
 JR1304
 JR1304;                    North         East     Units Scale Factor Converg.
 JR1304;SPC NV W     - 4,446,382.196   758,743.736   MT  0.99992095   -0 17 50.4
 JR1304;SPC NV W     -14,587,838.92  2,489,311.74   sFT  0.99992095   -0 17 50.4
 JR1304;UTM  11      - 4,293,472.267   321,205.046   MT  0.99999367   -1 17 21.0
 JR1304
 JR1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1304!SPC NV W     -   0.99973454  x   0.99992095  =   0.99965552
 JR1304!UTM  11      -   0.99973454  x   0.99999367  =   0.99972822
 JR1304
 JR1304                          SUPERSEDED SURVEY CONTROL
 JR1304
 JR1304  NAD 83(1992)-  38 46 18.72273(N)    119 03 29.19743(W) AD(       ) 3
 JR1304  NGVD 29 (03/15/94) 1716.0    (m)         5630.     (f) VERT ANG       
 JR1304
 JR1304.Superseded values are not recommended for survey control.
 JR1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1304.See file dsdata.txt to determine how the superseded data were derived.
 JR1304
 JR1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC2120593472(NAD 83)
 JR1304_MARKER: DS = TRIANGULATION STATION DISK
 JR1304_SETTING: 80 = SET IN A BOULDER
 JR1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR1304+STABILITY: SURFACE MOTION
 JR1304
 JR1304  HISTORY     - Date     Condition        Report By
 JR1304  HISTORY     - 1955     MONUMENTED       USGS
 JR1304  HISTORY     - 1957     GOOD             USGS
 JR1304
 JR1304                          STATION DESCRIPTION
 JR1304
 JR1304'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JR1304'LOCATED ON LOW HILL OVERLOOKING EAST WALKER RIVER JUST E. OF
 JR1304'ABANDONED RANCH HOUSE, THE ONLY ONE IN VICINITY.
 JR1304'
 JR1304'TO REACH FROM JCT. OF STATE HWY. 3 AND U.S. HWY. 95A IN
 JR1304'YERINGTON, DRIVE 10.4 MI S. ON STATE HWY. 3 TO WHERE HWY. TURNS
 JR1304'W. AND JCT. E. TO WALKER RANCHES RD.  TURN E. ON WALKER RANCHES
 JR1304'RD. 5.9 MI TO OLD ABANDONED RANCH LEFT.  THEN DUE E. CROSS-COUNTRY
 JR1304'WITH 4-WHEEL DRIVE ABOUT 1.6 MI TO END OF RD.  HIKE E. TO TOP AND
 JR1304'STATION.
 JR1304'
 JR1304'STATION MARK--STANDARD TABLET STAMPED---KNOB 1955---, CEMENTED IN
 JR1304'BOULDER PROJECTING 5 INCHES.
 JR1304
 JR1304                          STATION RECOVERY (1957)
 JR1304
 JR1304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JR1304'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 JR1304'ADD TO LOCATED--15 MI S. AND 6 MI E. OF YERINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3579 ***********************************************************************
 DF3579  DESIGNATION -  KNOB
 DF3579  PID         -  DF3579
 DF3579  STATE/COUNTY-  NV/LINCOLN
 DF3579  USGS QUAD   -  URSINE (1972)
 DF3579
 DF3579                         *CURRENT SURVEY CONTROL
 DF3579  ___________________________________________________________________
 DF3579* NAD 83(1994)-  37 54 28.28674(N)    114 08 20.04062(W)     ADJUSTED  
 DF3579* NAVD 88     -      2225.2    (meters)    7301.     (feet)  VERTCON   
 DF3579  ___________________________________________________________________
 DF3579  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 DF3579  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 DF3579
 DF3579  HORZ ORDER  -  THIRD
 DF3579
 DF3579.The horizontal coordinates were established by classical geodetic methods
 DF3579.and adjusted by the National Geodetic Survey in January 2003..
 DF3579
 DF3579.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF3579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF3579
 DF3579.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3579
 DF3579.The geoid height was determined by GEOID03.
 DF3579
 DF3579;                    North         East     Units Scale Factor Converg.
 DF3579;SPC NV E     - 8,351,361.027   327,017.323   MT  1.00009865   +0 53 15.2
 DF3579;SPC NV E     -27,399,423.64  1,072,889.33   sFT  1.00009865   +0 53 15.2
 DF3579;UTM  11      - 4,199,452.094   751,536.755   MT  1.00037935   +1 45 31.5
 DF3579
 DF3579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3579!SPC NV E     -   0.99965453  x   1.00009865  =   0.99975314
 DF3579!UTM  11      -   0.99965453  x   1.00037935  =   1.00003375
 DF3579
 DF3579                          SUPERSEDED SURVEY CONTROL
 DF3579
 DF3579  NGVD 29 (01/13/03) 2223.9    (m)         7296.     (f) VERT ANG       
 DF3579
 DF3579.Superseded values are not recommended for survey control.
 DF3579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3579.See file dsdata.txt to determine how the superseded data were derived.
 DF3579
 DF3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB5153799452(NAD 83)
 DF3579_MARKER: DD = SURVEY DISK
 DF3579_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DF3579_STAMPING: KNOB 1972
 DF3579_MARK LOGO: USGS  
 DF3579_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF3579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF3579+STABILITY: SURFACE MOTION
 DF3579
 DF3579  HISTORY     - Date     Condition        Report By
 DF3579  HISTORY     - 1972     MONUMENTED       USGS
 DF3579
 DF3579                          STATION DESCRIPTION
 DF3579
 DF3579'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DF3579'LOCATED ABOUT 5.0 MI S AND 4 MI E OF URSINE, NEVADA, AOUT 1.0 MI S OF
 DF3579'DEER LODGE CANYON, ON A LARGE ROCK OUTCROP ON TOP OF A N-S RIDGE.
 DF3579'REACHED BY HELICOPTER. TO REACH FROM THE COUNTY COURTHOUSE IN PIOCHE,
 DF3579'DRIVE W FOR 0.3 MI TO JCT OF US HIGHWAY 93 AND RD TO URSINE, DRIVE E
 DF3579'ALONG RD URSINE FOR 4.1 MI TO A T-JCT, TURN S ON OILED RD FOR 5.0 MI
 DF3579'AND RD JCT, KEEP LEFT FORK AND CONTINUE FOR 3.4 MI TO END OF PAVEMENT
 DF3579'AT RESERVOIR, CONTINUE ON DIRT RD FOR 3.35 MI TO RD FK, TAKE RIGHT
 DF3579'FORK UPHILL FOR 0.4 MI TO Y-RD, KEEP RIGHT AND UPHILL FOR 2.1 MI TO RD
 DF3579'FK, KEEP RIGHT FOR 1.35 MI TO USGS BM---6066 1915 12---ON LEFT,
 DF3579'CONTINUE AHEAD FOR 0.3 MI TO STATION---DEER---NGS, CONTINUE STRAIGHT
 DF3579'AHEAD FOR 2.3 MI TO A Y-FK, TURN RIGHT AND GO 0.1 MI PASSING THRU
 DF3579'GATE, CONTINUE FOR 0.2 MI TO A Y-FK, TURN LEFT AND FOLLOW JEEP RD FOR
 DF3579'2.1 MI, TURN LEFT ACROSS COUN- TRY FOR 0.6 MI TO END OF TRUCK TRAVEL.
 DF3579'PACK E UPHILL TO LARGE ROCK OUTCROP AND STATION.  A 40 MINUTE PACK.
 DF3579'STATION MARK STANDARD TABLET STAMPED--KNOB 1972---SET IN A ROCK
 DF3579'OUTCROP.  REFERENCE MARK NO. 1--STANDARD TABLET SET IN A ROCK OUTCROP
 DF3579'0.6 FT BELOW STATION MARK, 22.60 FT FROM STATION MARK.  REFERENCE MARK
 DF3579'NO. 2--STANDARD TABLET SET IN A LARGE ROCK 2.5 FT BELOW STATION MARK,
 DF3579'26.11 FT FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0751 ***********************************************************************
 LQ0751  DESIGNATION -  KNOBY
 LQ0751  PID         -  LQ0751
 LQ0751  STATE/COUNTY-  NV/ELKO
 LQ0751  USGS QUAD   -  KITTRIDGE SPRINGS (1982)
 LQ0751
 LQ0751                         *CURRENT SURVEY CONTROL
 LQ0751  ___________________________________________________________________
 LQ0751* NAD 83(1994)-  40 56 16.80187(N)    115 45 14.45479(W)     ADJUSTED  
 LQ0751* NAVD 88     -      1941.0    (meters)    6368.     (feet)  VERTCON   
 LQ0751  ___________________________________________________________________
 LQ0751  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 LQ0751  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 LQ0751
 LQ0751  HORZ ORDER  -  SECOND
 LQ0751
 LQ0751.The horizontal coordinates were established by classical geodetic methods
 LQ0751.and adjusted by the National Geodetic Survey in June 1998..
 LQ0751
 LQ0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0751
 LQ0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0751
 LQ0751.The geoid height was determined by GEOID03.
 LQ0751
 LQ0751;                    North         East     Units Scale Factor Converg.
 LQ0751;SPC NV E     - 8,686,775.058   185,627.634   MT  0.99990254   -0 06 42.6
 LQ0751;SPC NV E     -28,499,861.17    609,013.33   sFT  0.99990254   -0 06 42.6
 LQ0751;UTM  11      - 4,532,621.923   604,888.545   MT  0.99973541   +0 48 59.4
 LQ0751
 LQ0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0751!SPC NV E     -   0.99969850  x   0.99990254  =   0.99960107
 LQ0751!UTM  11      -   0.99969850  x   0.99973541  =   0.99943399
 LQ0751
 LQ0751|---------------------------------------------------------------------|
 LQ0751| PID    Reference Object                     Distance      Geod. Az  |
 LQ0751|                                                           dddmmss.s |
 LQ0751| DD6127 KNOBY RM 1                           12.567 METERS 03153     |
 LQ0751| LQ0740 OSINO                               APPROX. 9.1 KM 0594418.8 |
 LQ0751| DD6128 KNOBY RM 2                           11.234 METERS 11511     |
 LQ0751|---------------------------------------------------------------------|
 LQ0751
 LQ0751                          SUPERSEDED SURVEY CONTROL
 LQ0751
 LQ0751  NAD 83(1986)-  40 56 16.80336(N)    115 45 14.44780(W) AD(       ) 2
 LQ0751  NAD 27      -  40 56 17.09360(N)    115 45 11.20410(W) AD(       ) 2
 LQ0751  NGVD 29 (03/11/99) 1939.8    (m)         6364.     (f) VERT ANG       
 LQ0751
 LQ0751.Superseded values are not recommended for survey control.
 LQ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0751.See file dsdata.txt to determine how the superseded data were derived.
 LQ0751
 LQ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0488932622(NAD 83)
 LQ0751_MARKER: DS = TRIANGULATION STATION DISK
 LQ0751_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0751+STABILITY: POSITION/ELEVATION WELL
 LQ0751
 LQ0751  HISTORY     - Date     Condition        Report By
 LQ0751  HISTORY     - 1957     MONUMENTED       CGS
 LQ0751  HISTORY     - 1961     GOOD             USGS
 LQ0751
 LQ0751                          STATION DESCRIPTION
 LQ0751
 LQ0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0751'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF ELKO AND ABOUT
 LQ0751'4 MILES NORTHWEST OF U.S. HIGHWAY 40.  IT IS ON THE TOP OF
 LQ0751'A HIGH CONICAL HILL WHICH IS REDDISH IN COLOR AND HAS LARGE
 LQ0751'ROCK OUTCROPS ON THE SOUTH SIDE.
 LQ0751'
 LQ0751'TO REACH FROM THE COURTHOUSE IN ELKO, GO NORTHEAST ON U.S. HIGHWAY
 LQ0751'40 FOR 7.0 MILES TO A WIRE GATE ON THE LEFT WHICH IS ABOUT
 LQ0751'0.1 MILE NORTHEAST OF SOME RANCH BUILDINGS.  TURN LEFT THROUGH
 LQ0751'GATE AND GO NORTHERLY ON DIRT ROAD FOR 2.4 MILES TO A FORK
 LQ0751'AT A SMALL CREEK.  KEEP RIGHT AND CONTINUE NORTHERLY ON DIRT ROAD
 LQ0751'FOR 1.6 MILES TO A FORK.  TURN LEFT (WEST) UP GRADE AND GO 0.35
 LQ0751'MILE TO A LOW SADDLE.  CONTINUE WEST FOR 0.05 MILE THEN BEAR
 LQ0751'LEFT (SOUTHWEST) UP SLOPE OF HILL FOR 0.55 MILE TO STATION ON
 LQ0751'LEFT.  A 4-WHEEL DRIVE VEHICLE CAN BE DRIVEN TO WITHIN ABOUT
 LQ0751'50 FEET OF THE STATION.  A 2-WHEEL DRIVE VEHICLE CAN BE
 LQ0751'DRIVEN TO WITHIN ABOUT 0.1 MILE OF THE STATION.
 LQ0751'
 LQ0751'THE STATION MARK, STAMPED KNOBY 1957, IS A STANDARD BRONZE
 LQ0751'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK WHICH
 LQ0751'PROJECTS ABOUT 4 FEET ON THE NORTH AND EAST SIDES AND ABOUT 30
 LQ0751'FEET ON THE WEST AND SOUTH SIDES.  IT IS 76 FEET SOUTH OF THE
 LQ0751'HIGHEST POINT OF THE HILL AND ABOUT 10 FEET EAST OF THE STEEP
 LQ0751'WEST SLOPE.
 LQ0751'
 LQ0751'REFERENCE MARK NO. 1, STAMPED KNOBY NO 1 1957, IS A STANDARD
 LQ0751'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK
 LQ0751'WHICH PROJECTS ABOUT 3 FEET.  IT IS ABOUT 35 FEET SOUTH
 LQ0751'OF THE HIGHEST POINT OF THE HILL AND IS ABOUT 1 FOOT HIGHER
 LQ0751'THAN THE STATION MARK.
 LQ0751'
 LQ0751'REFERENCE MARK NO. 2, STAMPED KNOBY NO 2 1957, IS A STANDARD
 LQ0751'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK WHICH
 LQ0751'PROJECTS ABOUT 4 FEET.  IT IS ABOUT 5 FEET LOWER THAN THE
 LQ0751'STATION MARK.
 LQ0751
 LQ0751                          STATION RECOVERY (1961)
 LQ0751
 LQ0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LQ0751'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-4 STATION 1012.
 LQ0751'STATION MARK--STANDARD DISC STAMPED---KNOBY 1957---CEMENTED IN A DRILL
 LQ0751'HOLE IN OUTCROPPING ROCK WHICH PROJECTS ABOUT 4 FEET ON THE NORTH AND
 LQ0751'EAST SIDES AND ABOUT 30 FEET ON THE WEST AND SOUTH SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1162 ***********************************************************************
 JR1162  DESIGNATION -  KNOLL
 JR1162  PID         -  JR1162
 JR1162  STATE/COUNTY-  NV/DOUGLAS
 JR1162  USGS QUAD   -  TOPAZ LAKE (1988)
 JR1162
 JR1162                         *CURRENT SURVEY CONTROL
 JR1162  ___________________________________________________________________
 JR1162* NAD 83(1994)-  38 43 05.05710(N)    119 35 16.49315(W)     ADJUSTED  
 JR1162* NAVD 88     -      2244.     (meters)    7362.     (feet)  SCALED    
 JR1162  ___________________________________________________________________
 JR1162  LAPLACE CORR-          -7.02  (seconds)                    DEFLEC99
 JR1162  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 JR1162
 JR1162  HORZ ORDER  -  THIRD
 JR1162
 JR1162.The horizontal coordinates were established by classical geodetic methods
 JR1162.and adjusted by the National Geodetic Survey in June 1998..
 JR1162
 JR1162.The orthometric height was scaled from a topographic map.
 JR1162
 JR1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1162
 JR1162.The geoid height was determined by GEOID03.
 JR1162
 JR1162;                    North         East     Units Scale Factor Converg.
 JR1162;SPC NV W     - 4,440,782.999   712,640.186   MT  0.99999395   -0 37 42.2
 JR1162;SPC NV W     -14,569,468.89  2,338,053.68   sFT  0.99999395   -0 37 42.2
 JR1162;SPC CA 2     -   619,495.353 2,209,738.679   MT  0.99993502   +1 31 14.7
 JR1162;SPC CA 2     - 2,032,461.00  7,249,784.32   sFT  0.99993502   +1 31 14.7
 JR1162;SPC CA 3     -   746,566.979 2,079,327.680   MT  1.00007165   +0 33 30.3
 JR1162;SPC CA 3     - 2,449,361.83  6,821,927.56   sFT  1.00007165   +0 33 30.3
 JR1162;UTM  11      - 4,288,670.900   275,004.537   MT  1.00022343   -1 37 09.8
 JR1162
 JR1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1162!SPC NV W     -   0.99965184  x   0.99999395  =   0.99964579
 JR1162!SPC CA 2     -   0.99965184  x   0.99993502  =   0.99958688
 JR1162!SPC CA 3     -   0.99965184  x   1.00007165  =   0.99972346
 JR1162!UTM  11      -   0.99965184  x   1.00022343  =   0.99987519
 JR1162
 JR1162:                Primary Azimuth Mark                     Grid Az
 JR1162:SPC NV W     -  GOLD HILL                                055 42 06.0
 JR1162:SPC CA 2     -  GOLD HILL                                053 33 09.1
 JR1162:SPC CA 3     -  GOLD HILL                                054 30 53.5
 JR1162:UTM  11      -  GOLD HILL                                056 41 33.6
 JR1162
 JR1162|---------------------------------------------------------------------|
 JR1162| PID    Reference Object                     Distance      Geod. Az  |
 JR1162|                                                           dddmmss.s |
 JR1162| JR1164 GOLD HILL                           APPROX. 4.5 KM 0550423.8 |
 JR1162|---------------------------------------------------------------------|
 JR1162
 JR1162                          SUPERSEDED SURVEY CONTROL
 JR1162
 JR1162  NAD 83(1992)-  38 43 05.05711(N)    119 35 16.49306(W) AD(       ) 3
 JR1162  NAD 83(1986)-  38 43 05.01296(N)    119 35 16.47582(W) AD(       ) 3
 JR1162  NAD 27      -  38 43 05.19800(N)    119 35 12.62700(W) AD(       ) 3
 JR1162
 JR1162.Superseded values are not recommended for survey control.
 JR1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1162.See file dsdata.txt to determine how the superseded data were derived.
 JR1162
 JR1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC7500588671(NAD 83)
 JR1162
 JR1162  HISTORY     - Date     Condition        Report By
 JR1162  HISTORY     - 1894     MONUMENTED       CGS
 JR1162
 JR1162                          STATION DESCRIPTION
 JR1162
 JR1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (CHS)
 JR1162'THIS STATION IS LOCATED ON THE FIRST RIDGE W OF WALKER VALLEY
 JR1162'AND E OF THE HEAD OF BRYANT CREEK CANYON, AND ABOUT A MILE
 JR1162'E OF MAIN DIVIDE.  IT IS ABOUT 2 MILES S OF MOUNTAIN HOUSE
 JR1162'AND IS REACHED FROM THERE BY TRAIL TO FLAT ON TOP OF MOUNTAIN,
 JR1162'THENCE S ACROSS FLAT AND UP GENTLE ASCENT ABOUT 1/2 MILE TO
 JR1162'STATION.
 JR1162'
 JR1162'STATION IS MARKED BY A HOLE DRILLED IN ROCK PROJECTING ABOVE
 JR1162'GROUND, A POLE WAS ERECTED ON SAME, AND A STONE CAIRN 5 FEET
 JR1162'HIGH WITH 4-FOOT BASE WAS BUILT AROUND POLE.  LAND AT STATION
 JR1162'IS SOMEWHAT ROCKY AND IS COVERED WITH SAGEBRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1786 ***********************************************************************
 KR1786  DESIGNATION -  KNOLL
 KR1786  PID         -  KR1786
 KR1786  STATE/COUNTY-  NV/WASHOE
 KR1786  USGS QUAD   -  VERDI (1982)
 KR1786
 KR1786                         *CURRENT SURVEY CONTROL
 KR1786  ___________________________________________________________________
 KR1786* NAD 83(1994)-  39 30 26.36722(N)    119 58 31.48579(W)     ADJUSTED  
 KR1786* NAVD 88     -      1602.5    (meters)    5258.     (feet)  VERTCON   
 KR1786  ___________________________________________________________________
 KR1786  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 KR1786  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 KR1786
 KR1786  HORZ ORDER  -  SECOND
 KR1786
 KR1786.The horizontal coordinates were established by classical geodetic methods
 KR1786.and adjusted by the National Geodetic Survey in June 1998..
 KR1786
 KR1786.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1786
 KR1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1786
 KR1786.The geoid height was determined by GEOID03.
 KR1786
 KR1786;                    North         East     Units Scale Factor Converg.
 KR1786;SPC NV W     - 4,528,841.467   680,284.761   MT  1.00007640   -0 53 08.6
 KR1786;SPC NV W     -14,858,374.05  2,231,900.92   sFT  1.00007640   -0 53 08.6
 KR1786;SPC CA 2     -   706,265.328 2,174,098.864   MT  0.99994182   +1 16 35.2
 KR1786;SPC CA 2     - 2,317,138.83  7,132,856.02   sFT  0.99994182   +1 16 35.2
 KR1786;UTM  11      - 4,377,305.206   244,181.656   MT  1.00040582   -1 53 38.1
 KR1786;UTM  10      - 4,377,446.193   760,046.996   MT  1.00043268   +1 55 30.9
 KR1786
 KR1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1786!SPC NV W     -   0.99975235  x   1.00007640  =   0.99982874
 KR1786!SPC CA 2     -   0.99975235  x   0.99994182  =   0.99969419
 KR1786!UTM  11      -   0.99975235  x   1.00040582  =   1.00015807
 KR1786!UTM  10      -   0.99975235  x   1.00043268  =   1.00018493
 KR1786
 KR1786:                Primary Azimuth Mark                     Grid Az
 KR1786:SPC NV W     -  RANCH HILL                               101 13 48.7
 KR1786:SPC CA 2     -  RANCH HILL                               099 04 04.9
 KR1786:UTM  11      -  RANCH HILL                               102 14 18.2
 KR1786:UTM  10      -  RANCH HILL                               098 25 09.2
 KR1786
 KR1786|---------------------------------------------------------------------|
 KR1786| PID    Reference Object                     Distance      Geod. Az  |
 KR1786|                                                           dddmmss.s |
 KR1786| KR1780 RANCH HILL                          APPROX. 4.4 KM 1002040.1 |
 KR1786| DB8044 KNOLL RM 1                           15.323 METERS 16651     |
 KR1786| KR1785 KNOLL RM IRON PIPE                   12.053 METERS 31658     |
 KR1786|---------------------------------------------------------------------|
 KR1786
 KR1786                          SUPERSEDED SURVEY CONTROL
 KR1786
 KR1786  NAD 83(1992)-  39 30 26.36763(N)    119 58 31.48464(W) AD(       ) 2
 KR1786  NAD 83(1986)-  39 30 26.36453(N)    119 58 31.48261(W) AD(       ) 2
 KR1786  NAD 27      -  39 30 26.69040(N)    119 58 27.76500(W) AD(       ) 2
 KR1786  NGVD 29 (07/19/86) 1601.4    (m)         5254.     (f) VERT ANG       
 KR1786
 KR1786.Superseded values are not recommended for survey control.
 KR1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1786.See file dsdata.txt to determine how the superseded data were derived.
 KR1786
 KR1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4418277305(NAD 83)
 KR1786_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1786_SETTING: 80 = SET IN A BOULDER
 KR1786_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1786
 KR1786  HISTORY     - Date     Condition        Report By
 KR1786  HISTORY     - 1958     MONUMENTED       CGS
 KR1786
 KR1786                          STATION DESCRIPTION
 KR1786
 KR1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1786'THE STATION IS ON THE SUMMIT OF A SHARP KNOLL ABOUT 1 MILE
 KR1786'SOUTH-SOUTHEAST OF VERDI, 3/4 MILE SOUTH OF THE CRIS GASTON
 KR1786'RANCH BUILDINGS AND 1/4 MILE SOUTH OF THE STEAMBOAT DITCH
 KR1786'(CANAL) WHERE IT GOES AROUND THE NORTH SIDE OF THE STATION HILL.
 KR1786'
 KR1786'TO REACH FROM THE RAILROAD DEPOT IN VERDI, GO SOUTH AND SOUTHEAST
 KR1786'ON THE DIRT ROAD PARALLELING THE RAILROAD FOR 0.8 MILE TO A
 KR1786'FORK LEADING UP ONTO THE BENCH AND TO THE CRIS GASTON RANCH,
 KR1786'A DISTANCE OF 0.2 MILE.  PASS THROUGH THE STEEL GATE WEST OF
 KR1786'THE BARN AND GO 75 YARDS TO THE END OF A BOARD FENCE AND THE
 KR1786'END OF A SHED, TURN RIGHT AND GO ABOUT 50 YARDS TO THE CROSSING
 KR1786'OF A SMALL IRRIGATION DITCH, TURN LEFT AND GO ALONG THE
 KR1786'EAST END OF THE FIELD FOR 0.25 MILE TO A FENCE AND GATE ABOUT
 KR1786'150 YARDS NORTHWEST OF THE FENCE CORNER.  CONTINUE THROUGH
 KR1786'THE GATE AND FOLLOW THE ROAD SOUTH AND SOUTHEAST FOR 0.3 MILE
 KR1786'TO THE CANAL.  CROSSING THE BRIDGE GO TO THE LEFT AT THE
 KR1786'T-ROAD INTERSECTION FOR 0.3 MILE TO THE INTERSECTION OF TWO
 KR1786'LARGE WASHES.  TURN LEFT DOWN THE FIRST AND CROSSING THE
 KR1786'SECOND WASH GO SOUTHEAST THEN EAST ACROSS COUNTRY TO THE TOP
 KR1786'OF THE PROMINENT KNOLL AND THE STATION SITE.  A
 KR1786'4-WHEEL DRIVE VEHICLE IS REQUIRED FOR THE LAST 0.4 MILE.
 KR1786'
 KR1786'THE STATION AND REFERENCE MARK 1 ARE STANDARD DISKS CEMENTED
 KR1786'IN DRILL HOLES IN EMBEDDED BOULDERS AND STAMPED KNOLL 1958 WITH
 KR1786'THE REFERENCE MARK FURTHER STAMPED NO 1.
 KR1786'
 KR1786'REFERENCE MARK 2 IS A 3/4-INCH IRON PIPE DRIVEN FLUSH WITH THE
 KR1786'GROUND ON THE NORTHWEST BROW OF THE STATION HILL.  NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0367 ***********************************************************************
 HP0367  DESIGNATION -  KNOLL
 HP0367  PID         -  HP0367
 HP0367  STATE/COUNTY-  NV/LINCOLN
 HP0367  USGS QUAD   -  ALAMO (1980)
 HP0367
 HP0367                         *CURRENT SURVEY CONTROL
 HP0367  ___________________________________________________________________
 HP0367* NAD 83(1994)-  37 21 04.90463(N)    115 09 16.44020(W)     ADJUSTED  
 HP0367* NAVD 88     -      1148.6    (meters)    3768.     (feet)  VERTCON   
 HP0367  ___________________________________________________________________
 HP0367  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 HP0367  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HP0367
 HP0367  HORZ ORDER  -  THIRD
 HP0367
 HP0367.The horizontal coordinates were established by classical geodetic methods
 HP0367.and adjusted by the National Geodetic Survey in June 1998..
 HP0367
 HP0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0367
 HP0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0367
 HP0367.The geoid height was determined by GEOID03.
 HP0367
 HP0367;                    North         East     Units Scale Factor Converg.
 HP0367;SPC NV E     - 8,288,704.540   237,985.199   MT  0.99991777   +0 15 36.5
 HP0367;SPC NV E     -27,193,858.14    780,789.77   sFT  0.99991777   +0 15 36.5
 HP0367;UTM  11      - 4,135,448.602   663,448.294   MT  0.99992909   +1 07 11.5
 HP0367
 HP0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0367!SPC NV E     -   0.99982380  x   0.99991777  =   0.99974158
 HP0367!UTM  11      -   0.99982380  x   0.99992909  =   0.99975290
 HP0367
 HP0367|---------------------------------------------------------------------|
 HP0367| PID    Reference Object                     Distance      Geod. Az  |
 HP0367|                                                           dddmmss.s |
 HP0367| DD6133 KNOLL RM 1                           15.963 METERS 16538     |
 HP0367| DD6134 KNOLL RM 2                           14.323 METERS 30825     |
 HP0367| HP0368 CORRAL                              APPROX. 6.2 KM 3450920.1 |
 HP0367|---------------------------------------------------------------------|
 HP0367
 HP0367                          SUPERSEDED SURVEY CONTROL
 HP0367
 HP0367  NAD 83(1994)-  37 21 04.90139(N)    115 09 16.43885(W) AD(       ) 3
 HP0367  NAD 83(1992)-  37 21 04.89719(N)    115 09 16.43706(W) AD(       ) 3
 HP0367  NAD 83(1986)-  37 21 04.89690(N)    115 09 16.43729(W) AD(       ) 3
 HP0367  NAD 27      -  37 21 05.02967(N)    115 09 13.37980(W) AD(       ) 3
 HP0367  NGVD 29 (07/19/86) 1147.7    (m)         3765.     (f) VERT ANG       
 HP0367
 HP0367.Superseded values are not recommended for survey control.
 HP0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0367.See file dsdata.txt to determine how the superseded data were derived.
 HP0367
 HP0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB6344835449(NAD 83)
 HP0367_MARKER: DD = SURVEY DISK
 HP0367_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HP0367+WITH SETTING: INFORMATION.
 HP0367_SP_SET: PREFABRICATED CONCRETE POST
 HP0367
 HP0367  HISTORY     - Date     Condition        Report By
 HP0367  HISTORY     - 1969     MONUMENTED       USGS
 HP0367
 HP0367                          STATION DESCRIPTION
 HP0367
 HP0367'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 HP0367'LOCATED ABOUT 9 MI. S. OF ASH SPRINGS.  ABOUT 1 MI. S. OF
 HP0367'ALAMO.  ABOUT 0.25 MI. W. OF U.S. 93, 150 FT. ABOVE THE
 HP0367'HIGHWAY ON A PROMINENT ROCKY TOP.
 HP0367'
 HP0367'TO REACH FROM THE STANDARD SERVICE STATION AT ALAMO DRIVE
 HP0367'S. ON U.S. 93 FOR 0.6 MI. TO A DIRT RD. ON THE RIGHT.  TURN
 HP0367'RIGHT (W) AND FOLLOW DIRT RD. FOR ABOUT 0.3 MI. SW. TO A SADDLE
 HP0367'AND END OF TRUCK TRAVEL.  PACK S. UP RIDGE TO STATION AT
 HP0367'HIGHEST POINT.  ABOUT 10 MINUTE PACK.
 HP0367'
 HP0367'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED KNOLL 1969
 HP0367'ON A COPPERWELD ROD DRIVEN FLUSH WITH THE GROUND.
 HP0367'
 HP0367'REFERENCE MARK NO. 1--A STANDARD USGS BRASS REFERENCE MARK TABLET
 HP0367'STAMPED RM NO 1 1969 CEMENTED IN A DRILL HOLE IN BOULDER.
 HP0367'
 HP0367'REFERENCE MARK NO. 2--A STANDARD USGS BRASS REFERENCE MARK
 HP0367'TABLET STAMPED RM NO 2 1969 CEMENTED IN A DRILL HOLE IN
 HP0367'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0783 ***********************************************************************
 MT0783  DESIGNATION -  KNOLL
 MT0783  PID         -  MT0783
 MT0783  STATE/COUNTY-  NV/ELKO
 MT0783  USGS QUAD   -  KNOLL MOUNTAIN (1968)
 MT0783
 MT0783                         *CURRENT SURVEY CONTROL
 MT0783  ___________________________________________________________________
 MT0783* NAD 83(1994)-  41 37 09.97021(N)    114 37 56.01727(W)     ADJUSTED  
 MT0783* NAVD 88     -      2671.     (meters)    8763.     (feet)  SCALED    
 MT0783  ___________________________________________________________________
 MT0783  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 MT0783  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 MT0783
 MT0783  HORZ ORDER  -  SECOND
 MT0783
 MT0783.The horizontal coordinates were established by classical geodetic methods
 MT0783.and adjusted by the National Geodetic Survey in June 1998..
 MT0783
 MT0783.The orthometric height was scaled from a topographic map.
 MT0783
 MT0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0783
 MT0783.The geoid height was determined by GEOID03.
 MT0783
 MT0783;                    North         East     Units Scale Factor Converg.
 MT0783;SPC NV E     - 8,762,870.187   279,260.161   MT  0.99997728   +0 37 54.3
 MT0783;SPC NV E     -28,749,516.61    916,206.04   sFT  0.99997728   +0 37 54.3
 MT0783;UTM  11      - 4,610,232.090   697,264.085   MT  1.00007889   +1 34 23.3
 MT0783
 MT0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0783!SPC NV E     -   0.99958367  x   0.99997728  =   0.99956096
 MT0783!UTM  11      -   0.99958367  x   1.00007889  =   0.99966252
 MT0783
 MT0783                          SUPERSEDED SURVEY CONTROL
 MT0783
 MT0783  NAD 83(1994)-  41 37 09.96955(N)    114 37 56.01596(W) AD(       ) 2
 MT0783  NAD 83(1986)-  41 37 09.96679(N)    114 37 56.01184(W) AD(       ) 2
 MT0783  NAD 27      -  41 37 10.26692(N)    114 37 52.89075(W) AD(       ) 2
 MT0783
 MT0783.Superseded values are not recommended for survey control.
 MT0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0783.See file dsdata.txt to determine how the superseded data were derived.
 MT0783
 MT0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG9726410232(NAD 83)
 MT0783_MARKER: Z = SEE DESCRIPTION
 MT0783_SETTING: 0 = UNSPECIFIED SETTING
 MT0783_PROJECTION: FLUSH
 MT0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0783
 MT0783  HISTORY     - Date     Condition        Report By
 MT0783  HISTORY     - 1957     MONUMENTED       USGS
 MT0783  HISTORY     - 1967     SEE DESCRIPTION  USGS
 MT0783
 MT0783                          STATION DESCRIPTION
 MT0783
 MT0783'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MT0783'SEE STATION KNOLL 2 USGS
 MT0783
 MT0783                          STATION RECOVERY (1967)
 MT0783
 MT0783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0783'LOCATED ABOUT 16.0 MI. SE. OF CONTACT, ON THE HIGHEST POINT OF KNOLL
 MT0783'MOUNTAIN.
 MT0783'STATION REACHED BY HELICOPTER.
 MT0783'STATION MARK--STANDARD TABLET---STAMPED---KNOLL 2 1967 FASTENED ON TOP
 MT0783'OF A COPPERWELD ROD FLUSH WITH THE GROUND.
 MT0783'REFERENCE MARK NO. 1 STANDARD REFERENCE MARK TABLET---STAMPED---NO
 MT0783'1--- SET IN CEMENT, 15.38 FT. FROM STATION MARK.
 MT0783'REFERENCE MARK NO. 2 STANDARD REFERENCE MARK TABLET---STAMPED-- -NO
 MT0783'2--- SET IN CEMENT, 16.84 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1866 ***********************************************************************
 KR1866  DESIGNATION -  KNOLL
 KR1866  PID         -  KR1866
 KR1866  STATE/COUNTY-  NV/WASHOE
 KR1866  USGS QUAD   -  RENO NW (1982)
 KR1866
 KR1866                         *CURRENT SURVEY CONTROL
 KR1866  ___________________________________________________________________
 KR1866* NAD 83(1994)-  39 40 56.32908(N)    119 56 47.64212(W)     ADJUSTED  
 KR1866* NAVD 88     -      1724.7    (meters)    5658.     (feet)  VERTCON   
 KR1866  ___________________________________________________________________
 KR1866  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 KR1866  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 KR1866
 KR1866  HORZ ORDER  -  THIRD
 KR1866
 KR1866.The horizontal coordinates were established by classical geodetic methods
 KR1866.and adjusted by the National Geodetic Survey in June 1998..
 KR1866
 KR1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1866
 KR1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1866
 KR1866.The geoid height was determined by GEOID03.
 KR1866
 KR1866;                    North         East     Units Scale Factor Converg.
 KR1866;SPC NV W     - 4,548,231.138   683,060.155   MT  1.00006831   -0 52 14.0
 KR1866;SPC NV W     -14,921,988.33  2,241,006.53   sFT  1.00006831   -0 52 14.0
 KR1866;SPC CA 2     -   725,743.665 2,176,139.992   MT  0.99996901   +1 17 40.6
 KR1866;SPC CA 2     - 2,381,044.01  7,139,552.62   sFT  0.99996901   +1 17 40.6
 KR1866;SPC CA 1     -   540,816.101 2,176,161.070   MT  1.00009511   +1 20 33.7
 KR1866;SPC CA 1     - 1,774,327.49  7,139,621.78   sFT  1.00009511   +1 20 33.7
 KR1866;UTM  11      - 4,396,649.199   247,299.424   MT  1.00038626   -1 52 56.9
 KR1866;UTM  10      - 4,396,955.947   761,867.055   MT  1.00044434   +1 57 02.9
 KR1866
 KR1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1866!SPC NV W     -   0.99973322  x   1.00006831  =   0.99980151
 KR1866!SPC CA 2     -   0.99973322  x   0.99996901  =   0.99970224
 KR1866!SPC CA 1     -   0.99973322  x   1.00009511  =   0.99982831
 KR1866!UTM  11      -   0.99973322  x   1.00038626  =   1.00011938
 KR1866!UTM  10      -   0.99973322  x   1.00044434  =   1.00017744
 KR1866
 KR1866|---------------------------------------------------------------------|
 KR1866| PID    Reference Object                     Distance      Geod. Az  |
 KR1866|                                                           dddmmss.s |
 KR1866| CS7116 KNOLL RM 1                           10.287 METERS 21846     |
 KR1866| CS7117 KNOLL RM 2                            6.416 METERS 31029     |
 KR1866|---------------------------------------------------------------------|
 KR1866
 KR1866                          SUPERSEDED SURVEY CONTROL
 KR1866
 KR1866  NAD 83(1992)-  39 40 56.33054(N)    119 56 47.64117(W) AD(       ) 3
 KR1866  NAD 83(1986)-  39 40 56.33279(N)    119 56 47.63933(W) AD(       ) 3
 KR1866  NGVD 29 (10/14/92) 1723.5    (m)         5655.     (f) VERT ANG       
 KR1866
 KR1866.Superseded values are not recommended for survey control.
 KR1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1866.See file dsdata.txt to determine how the superseded data were derived.
 KR1866
 KR1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4729996649(NAD 83)
 KR1866_MARKER: DS = TRIANGULATION STATION DISK
 KR1866_SETTING: 80 = SET IN A BOULDER
 KR1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1866+STABILITY: SURFACE MOTION
 KR1866
 KR1866  HISTORY     - Date     Condition        Report By
 KR1866  HISTORY     - 1948     MONUMENTED       USGS
 KR1866  HISTORY     - 1967     GOOD             USGS
 KR1866
 KR1866                          STATION DESCRIPTION
 KR1866
 KR1866'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 KR1866'LOCATED ABOUT 11 MI NW. OF RENO, 3 MI W. OF RENO AIR BASE, 2.8 MI
 KR1866'E. OF HWY. 395 AND RR. X-ING.  ON LOW NORTHEAST END OF RIDGE.
 KR1866'
 KR1866'SEE 1967 RECOVERY FOR TO REACH.
 KR1866'
 KR1866'STATION MARK--STANDARD TABLET STAMPED---KNOLL 1948---, CEMENTED IN
 KR1866'2-FT BOULDER 6 INCHES ABOVE GROUND.
 KR1866'
 KR1866'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN 5-FT
 KR1866'BOULDER 3 FT ABOVE GROUND.
 KR1866'
 KR1866'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN 8-FT
 KR1866'BOULDER 4 FT ABOVE GROUND.
 KR1866
 KR1866                          STATION RECOVERY (1967)
 KR1866
 KR1866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1866'RECOVERED AS DESCRIBED BY USGS IN 1948.  ALL MARKS IN GOOD
 KR1866'CONDITION.
 KR1866'
 KR1866'TO REACH FROM JCT. OF U.S. HWY. 395 AND RED ROCK RD. N. OF RENO,
 KR1866'TURN RIGHT (N.) ON RED ROCK RD. 3.4 MI TO X-RD.  TURN LEFT 0.8
 KR1866'MI.  TURN RIGHT 0.8 MI TO FORK.  TAKE LEFT FORK 0.5 MI JUST BEFORE
 KR1866'SADDLE.  TURN LEFT CROSS-COUNTRY (4-WHEEL DRIVE) 0.7 MI TO HIGHEST
 KR1866'TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0782 ***********************************************************************
 MT0782  DESIGNATION -  KNOLL 2
 MT0782  PID         -  MT0782
 MT0782  STATE/COUNTY-  NV/ELKO
 MT0782  USGS QUAD   -  KNOLL MOUNTAIN (1968)
 MT0782
 MT0782                         *CURRENT SURVEY CONTROL
 MT0782  ___________________________________________________________________
 MT0782* NAD 83(1994)-  41 37 09.97439(N)    114 37 56.08638(W)     ADJUSTED  
 MT0782* NAVD 88     -      2671.3    (meters)    8764.     (feet)  VERTCON   
 MT0782  ___________________________________________________________________
 MT0782  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 MT0782  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 MT0782
 MT0782  HORZ ORDER  -  SECOND
 MT0782
 MT0782.The horizontal coordinates were established by classical geodetic methods
 MT0782.and adjusted by the National Geodetic Survey in June 1998..
 MT0782
 MT0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0782
 MT0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0782
 MT0782.The geoid height was determined by GEOID03.
 MT0782
 MT0782;                    North         East     Units Scale Factor Converg.
 MT0782;SPC NV E     - 8,762,870.298   279,258.560   MT  0.99997728   +0 37 54.2
 MT0782;SPC NV E     -28,749,516.97    916,200.79   sFT  0.99997728   +0 37 54.2
 MT0782;UTM  11      - 4,610,232.175   697,262.482   MT  1.00007888   +1 34 23.2
 MT0782
 MT0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0782!SPC NV E     -   0.99958367  x   0.99997728  =   0.99956096
 MT0782!UTM  11      -   0.99958367  x   1.00007888  =   0.99966251
 MT0782
 MT0782|---------------------------------------------------------------------|
 MT0782| PID    Reference Object                     Distance      Geod. Az  |
 MT0782|                                                           dddmmss.s |
 MT0782| DD6129 KNOLL RM 1                            4.728 METERS 01629     |
 MT0782| MT0724 CAVE                                APPROX.20.1 KM 0382218.4 |
 MT0782| DD6130 KNOLL RM 2                            6.696 METERS 08347     |
 MT0782| MT0783 KNOLL                                 1.605 METERS 09436     |
 MT0782| DD6131 KNOLL 2 RM 3                         12.182 METERS 20257     |
 MT0782| DD6132 KNOLL 2 RM 4                         10.800 METERS 26657     |
 MT0782|---------------------------------------------------------------------|
 MT0782
 MT0782                          SUPERSEDED SURVEY CONTROL
 MT0782
 MT0782  NAD 83(1994)-  41 37 09.97373(N)    114 37 56.08507(W) AD(       ) 2
 MT0782  NAD 83(1986)-  41 37 09.97097(N)    114 37 56.08095(W) AD(       ) 2
 MT0782  NAD 27      -  41 37 10.27110(N)    114 37 52.95985(W) AD(       ) 2
 MT0782  NGVD 29 (07/19/86) 2670.0    (m)         8760.     (f) VERT ANG       
 MT0782
 MT0782.Superseded values are not recommended for survey control.
 MT0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0782.See file dsdata.txt to determine how the superseded data were derived.
 MT0782
 MT0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG9726210232(NAD 83)
 MT0782_MARKER: Z = SEE DESCRIPTION
 MT0782_SETTING: 0 = UNSPECIFIED SETTING
 MT0782
 MT0782  HISTORY     - Date     Condition        Report By
 MT0782  HISTORY     - 1967     MONUMENTED       USGS
 MT0782
 MT0782                          STATION DESCRIPTION
 MT0782
 MT0782'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (SHS)
 MT0782'LOCATED ABOUT 39 MI. NE. OF WELLS.  12 MI. SE. OF CONTACT.  ON
 MT0782'THE HIGHEST POINT OF KNOLL MOUNTAIN.
 MT0782'
 MT0782'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 93, ABOUT 1
 MT0782'MI. E. OF WELLS.  GO N. ON HIGHWAY 93 FOR 43.1 MI. TO GRAVEL RD.
 MT0782'E. (KNOLL CREEK RD.).  TURN RIGHT AND FOLLOW GRAVEL RD. 9.1 MI.
 MT0782'TO RD. FORK.  TAKE RIGHT FORK FOR 0.6 MI. TO RD. FORK.  TAKE LEFT
 MT0782'FORK FOR 1.6 MI. TO RD. FORK.  TAKE RIGHT FORK AND GO 0.6 MI. TO
 MT0782'CABIN ON LEFT.  CONTINUE 0.5 MI. UP CANYON TO A SWITCHBACK.
 MT0782'MAKE A SHARP RIGHT TURN ON THE SWITCHBACK AND GO 0.4 MI. SE.
 MT0782'AROUND MOUNTAIN TO SADDLE.  AT SADDLE TURN S. ALONG THE RIDGE
 MT0782'AND THE W.  SIDE OF A FENCE FOR 1.4 MI. TO THE HIGHEST TOP AND
 MT0782'STATION.  (4 WHEEL DRIVE REQUIRED FOR LAST 1.4 MI.)
 MT0782'
 MT0782'STATION MARK--STANDARD TABLET STAMPED KNOLL 2 1967 FASTENED ON
 MT0782'TOP OF A COPPERWELD ROD FLUSH WITH THE GROUND.
 MT0782'
 MT0782'REFERENCE NO. 1--A STANDARD USGS BRASS REFERENCE MARK STAMPED
 MT0782'NO 1 1957 SET IN CEMENT, 0.5 FT. BELOW KNOLL 2 1967.
 MT0782'
 MT0782'REFERENCE NO. 2--A STANDARD USGS BRASS REFERENCE MARK STAMPED NO 2
 MT0782'1957 SET IN CEMENT, 0.8 FT. BELOW KNOLL 2 1967.
 MT0782'
 MT0782'REFERENCE NO. 3--A STANDARD REFERENCE MARK TABLET STAMPED RM 3
 MT0782'1967 FASTENED ON TOP OF A COPPERWELD ROD FLUSH WITH THE GROUND.
 MT0782'
 MT0782'REFERENCE MARK NO. 4--A STANDARD REFERENCE MARK TABLET STAMPED
 MT0782'R.M. 4 1967 FASTENED ON TOP OF A COPPERWELD ROD FLUSH WITH THE
 MT0782'GROUND.
 MT0782'
 MT0782'NOTE--STATION KNOLL 1957 WAS RECOVERED ONLY AFTER COMPUTING A
 MT0782'POSITION FOR KNOLL 1967.  OLD STATION WAS BURIED UNDER ABOUT 4
 MT0782'INCHES OF CRUMBLED ROCK AND DIRT AND IS NEXT TO A FENCEPOST.
 MT0782'APPEARS TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1785 ***********************************************************************
 KR1785  DESIGNATION -  KNOLL RM IRON PIPE
 KR1785  PID         -  KR1785
 KR1785  STATE/COUNTY-  NV/WASHOE
 KR1785  USGS QUAD   -  VERDI (1982)
 KR1785
 KR1785                         *CURRENT SURVEY CONTROL
 KR1785  ___________________________________________________________________
 KR1785* NAD 83(1994)-  39 30 26.65289(N)    119 58 31.83009(W)     ADJUSTED  
 KR1785* NAVD 88     -      1602.     (meters)    5256.     (feet)  SCALED    
 KR1785  ___________________________________________________________________
 KR1785  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 KR1785  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 KR1785
 KR1785  HORZ ORDER  -  SECOND
 KR1785
 KR1785.The horizontal coordinates were established by classical geodetic methods
 KR1785.and adjusted by the National Geodetic Survey in June 1998..
 KR1785
 KR1785.The orthometric height was scaled from a topographic map.
 KR1785
 KR1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1785
 KR1785.The geoid height was determined by GEOID03.
 KR1785
 KR1785;                    North         East     Units Scale Factor Converg.
 KR1785;SPC NV W     - 4,528,850.404   680,276.672   MT  1.00007642   -0 53 08.8
 KR1785;SPC NV W     -14,858,403.37  2,231,874.38   sFT  1.00007642   -0 53 08.8
 KR1785;SPC CA 2     -   706,273.952 2,174,090.444   MT  0.99994183   +1 16 35.0
 KR1785;SPC CA 2     - 2,317,167.12  7,132,828.40   sFT  0.99994183   +1 16 35.0
 KR1785;UTM  11      - 4,377,314.287   244,173.723   MT  1.00040587   -1 53 38.3
 KR1785;UTM  10      - 4,377,454.726   760,038.475   MT  1.00043262   +1 55 30.7
 KR1785
 KR1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1785!SPC NV W     -   0.99975242  x   1.00007642  =   0.99982882
 KR1785!SPC CA 2     -   0.99975242  x   0.99994183  =   0.99969426
 KR1785!UTM  11      -   0.99975242  x   1.00040587  =   1.00015819
 KR1785!UTM  10      -   0.99975242  x   1.00043262  =   1.00018493
 KR1785
 KR1785                          SUPERSEDED SURVEY CONTROL
 KR1785
 KR1785  NAD 83(1992)-  39 30 26.65330(N)    119 58 31.82894(W) AD(       ) 2
 KR1785  NAD 83(1986)-  39 30 26.65019(N)    119 58 31.82691(W) AD(       ) 2
 KR1785  NAD 27      -  39 30 26.97610(N)    119 58 28.10930(W) AD(       ) 2
 KR1785
 KR1785.Superseded values are not recommended for survey control.
 KR1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1785.See file dsdata.txt to determine how the superseded data were derived.
 KR1785
 KR1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4417477314(NAD 83)
 KR1785
 KR1785  HISTORY     - Date     Condition        Report By
 KR1785  HISTORY     - 1958     MONUMENTED       CGS
 KR1785
 KR1785                          STATION DESCRIPTION
 KR1785
 KR1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR1785'SEE STATION KNOLL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0504 ***********************************************************************
 MV0504  DESIGNATION -  KNOT
 MV0504  PID         -  MV0504
 MV0504  STATE/COUNTY-  NV/HUMBOLDT
 MV0504  USGS QUAD   -  KNOTT CREEK (1990)
 MV0504
 MV0504                         *CURRENT SURVEY CONTROL
 MV0504  ___________________________________________________________________
 MV0504* NAD 83(1994)-  41 38 54.63969(N)    118 48 39.21629(W)     ADJUSTED  
 MV0504* NAVD 88     -      2232.6    (meters)    7325.     (feet)  VERTCON   
 MV0504  ___________________________________________________________________
 MV0504  LAPLACE CORR-           9.87  (seconds)                    DEFLEC99
 MV0504  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 MV0504
 MV0504  HORZ ORDER  -  THIRD
 MV0504
 MV0504.The horizontal coordinates were established by classical geodetic methods
 MV0504.and adjusted by the National Geodetic Survey in June 1998..
 MV0504
 MV0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0504
 MV0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0504
 MV0504.The geoid height was determined by GEOID03.
 MV0504
 MV0504;                    North         East     Units Scale Factor Converg.
 MV0504;SPC NV W     - 4,765,687.155   781,044.967   MT  0.99990442   -0 09 04.4
 MV0504;SPC NV W     -15,635,425.27  2,562,478.36   sFT  0.99990442   -0 09 04.4
 MV0504;UTM  11      - 4,612,335.988   349,200.645   MT  0.99987985   -1 12 13.2
 MV0504
 MV0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0504!SPC NV W     -   0.99965311  x   0.99990442  =   0.99955757
 MV0504!UTM  11      -   0.99965311  x   0.99987985  =   0.99953300
 MV0504
 MV0504|---------------------------------------------------------------------|
 MV0504| PID    Reference Object                     Distance      Geod. Az  |
 MV0504|                                                           dddmmss.s |
 MV0504| CS5031 KNOT RM 1                             4.770 METERS 06224     |
 MV0504| MV0507 MOON                                APPROX. 8.0 KM 1493924.0 |
 MV0504| CS5032 KNOT RM 2                             3.096 METERS 15228     |
 MV0504|---------------------------------------------------------------------|
 MV0504
 MV0504                          SUPERSEDED SURVEY CONTROL
 MV0504
 MV0504  NAD 83(1986)-  41 38 54.64289(N)    118 48 39.21655(W) AD(       ) 3
 MV0504  NGVD 29 (11/16/90) 2231.4    (m)         7321.     (f) VERT ANG       
 MV0504
 MV0504.Superseded values are not recommended for survey control.
 MV0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0504.See file dsdata.txt to determine how the superseded data were derived.
 MV0504
 MV0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG4920112336(NAD 83)
 MV0504_MARKER: DS = TRIANGULATION STATION DISK
 MV0504_SETTING: 66 = SET IN ROCK OUTCROP
 MV0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0504+STABILITY: POSITION/ELEVATION WELL
 MV0504
 MV0504  HISTORY     - Date     Condition        Report By
 MV0504  HISTORY     - 1964     MONUMENTED       USGS
 MV0504
 MV0504                          STATION DESCRIPTION
 MV0504
 MV0504'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MV0504'LOCATED ABOUT 30 MI. SW OF DENIO, 5 MI. SE OF KNOT CREEK RANCH, ON A
 MV0504'HIGH ROCKY TOP ON THE W SIDE OF THE PINE FOREST RANGE. REACHED BY
 MV0504'HELICOPTER. STATION MARK--STANDARD TABLET STAMPED---KNOT
 MV0504'1964---CEMENTED IN DRILL HOLE IN BEDROCK. REFERENCE MARK NO.
 MV0504'1--STANDARD TABLET CEMENTED IN DRILL HOLE IN BED- ROCK, 15.65 FT. FROM
 MV0504'STATION MARK IN DIRECTI 242 DEGREE 24 MINUTE. REFERENCE MARK NO.
 MV0504'2--STANDARD TABLET CEMENTED IN DRILL HOLE IN BED- ROCK, 10.16 FT. FROM
 MV0504'STATION MARK IN DIRECTI 332 DEGREE 28 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0992 ***********************************************************************
 GR0992  DESIGNATION -  KNOT RM 1
 GR0992  PID         -  GR0992
 GR0992  STATE/COUNTY-  NV/CLARK
 GR0992  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0992
 GR0992                         *CURRENT SURVEY CONTROL
 GR0992  ___________________________________________________________________
 GR0992* NAD 83(1986)-  36 14 41.     (N)    115 04 51.     (W)     SCALED    
 GR0992* NAVD 88     -       587.746  (meters)    1928.30   (feet)  POSTED    
 GR0992  ___________________________________________________________________
 GR0992  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 GR0992  DYNAMIC HT  -         587.150 (meters)    1926.34  (feet)  COMP
 GR0992  MODELED GRAV-     979,593.6   (mgal)                       NAVD 88
 GR0992
 GR0992  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0992
 GR0992.The horizontal coordinates were scaled from a topographic map and have
 GR0992.an estimated accuracy of +/- 6 seconds.
 GR0992
 GR0992.The orthometric height was determined by differential leveling
 GR0992.and adjusted by the National Geodetic Survey in 1992..
 GR0992.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0992.rate of 4.1 thru 8.0 mm/km.
 GR0992
 GR0992.The geoid height was determined by GEOID03.
 GR0992
 GR0992.The dynamic height is computed by dividing the NAVD 88
 GR0992.geopotential number by the normal gravity value computed on the
 GR0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0992.degrees latitude (g = 980.6199 gals.).
 GR0992
 GR0992.The modeled gravity was interpolated from observed gravity values.
 GR0992
 GR0992;                    North         East    Units  Estimated Accuracy
 GR0992;SPC NV E     - 8,165,940.      245,160.      MT  (+/- 180 meters Scaled)
 GR0992
 GR0992                          SUPERSEDED SURVEY CONTROL
 GR0992
 GR0992  NGVD 29 (??/??/92)  587.104  (m)         1926.19   (f) ADJ UNCH    2 0
 GR0992
 GR0992.Superseded values are not recommended for survey control.
 GR0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0992.See file dsdata.txt to determine how the superseded data were derived.
 GR0992
 GR0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA724128(NAD 83)
 GR0992_MARKER: DR = REFERENCE MARK DISK
 GR0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0992_STAMPING: KNOT NO 1 1957
 GR0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0992+STABILITY: SURFACE MOTION
 GR0992
 GR0992  HISTORY     - Date     Condition        Report By
 GR0992  HISTORY     - 1957     MONUMENTED       CGS
 GR0992
 GR0992                          STATION DESCRIPTION
 GR0992
 GR0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0992'5.0 MI NE FROM NORTH LAS VEGAS.
 GR0992'5.8 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0992'NORTH LAS VEGAS TO GRADED SIDE ROAD WEST JUST NORTHEAST OF A MOBILGAS
 GR0992'STATION, THENCE WEST ON GRADED ROAD 1.6 MILES, THENCE 0.3 MILE NORTH
 GR0992'ON TRACK ROAD TO MARK, 40.6 FEET EAST OF STATION, SET IN SQUARE
 GR0992'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0994 ***********************************************************************
 GR0994  DESIGNATION -  KNOT RM 2
 GR0994  PID         -  GR0994
 GR0994  STATE/COUNTY-  NV/CLARK
 GR0994  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0994
 GR0994                         *CURRENT SURVEY CONTROL
 GR0994  ___________________________________________________________________
 GR0994* NAD 83(1986)-  36 14 41.     (N)    115 04 51.     (W)     SCALED    
 GR0994* NAVD 88     -       587.249  (meters)    1926.67   (feet)  POSTED    
 GR0994  ___________________________________________________________________
 GR0994  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 GR0994  DYNAMIC HT  -         586.650 (meters)    1924.70  (feet)  COMP
 GR0994  MODELED GRAV-     979,593.6   (mgal)                       NAVD 88
 GR0994
 GR0994  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0994
 GR0994.The horizontal coordinates were scaled from a topographic map and have
 GR0994.an estimated accuracy of +/- 6 seconds.
 GR0994
 GR0994.The orthometric height was determined by differential leveling
 GR0994.and adjusted by the National Geodetic Survey in 1992..
 GR0994.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0994.rate of 4.1 thru 8.0 mm/km.
 GR0994
 GR0994.The geoid height was determined by GEOID03.
 GR0994
 GR0994.The dynamic height is computed by dividing the NAVD 88
 GR0994.geopotential number by the normal gravity value computed on the
 GR0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0994.degrees latitude (g = 980.6199 gals.).
 GR0994
 GR0994.The modeled gravity was interpolated from observed gravity values.
 GR0994
 GR0994;                    North         East    Units  Estimated Accuracy
 GR0994;SPC NV E     - 8,165,940.      245,160.      MT  (+/- 180 meters Scaled)
 GR0994
 GR0994                          SUPERSEDED SURVEY CONTROL
 GR0994
 GR0994  NGVD 29 (??/??/92)  586.608  (m)         1924.56   (f) ADJ UNCH    2 0
 GR0994
 GR0994.Superseded values are not recommended for survey control.
 GR0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0994.See file dsdata.txt to determine how the superseded data were derived.
 GR0994
 GR0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA724128(NAD 83)
 GR0994_MARKER: DR = REFERENCE MARK DISK
 GR0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0994_STAMPING: KNOT NO 2 1957
 GR0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0994+STABILITY: SURFACE MOTION
 GR0994
 GR0994  HISTORY     - Date     Condition        Report By
 GR0994  HISTORY     - 1957     MONUMENTED       CGS
 GR0994
 GR0994                          STATION DESCRIPTION
 GR0994
 GR0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0994'5.0 MI NE FROM NORTH LAS VEGAS.
 GR0994'5.8 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0994'NORTH LAS VEGAS TO GRADED SIDE ROAD WEST, JUST NORTHEAST OF A MOBILGAS
 GR0994'STATION, THENCE WEST ON GRADED ROAD 1.6 MILES, THENCE 0.3 MILE NORTH
 GR0994'ON TRACK ROAD TO MARK, 39.7 FEET WEST OF STATION, SET IN A SQUARE
 GR0994'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0493 ***********************************************************************
 KQ0493  DESIGNATION -  KOBEH
 KQ0493  PID         -  KQ0493
 KQ0493  STATE/COUNTY-  NV/EUREKA
 KQ0493  USGS QUAD   -  BARTINE RANCH NE (1986)
 KQ0493
 KQ0493                         *CURRENT SURVEY CONTROL
 KQ0493  ___________________________________________________________________
 KQ0493* NAD 83(1994)-  39 43 33.09152(N)    116 20 05.87992(W)     ADJUSTED  
 KQ0493* NAVD 88     -      1988.3    (meters)    6523.     (feet)  VERTCON   
 KQ0493  ___________________________________________________________________
 KQ0493  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 KQ0493  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 KQ0493
 KQ0493  HORZ ORDER  -  SECOND
 KQ0493
 KQ0493.The horizontal coordinates were established by classical geodetic methods
 KQ0493.and adjusted by the National Geodetic Survey in June 1998..
 KQ0493
 KQ0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0493
 KQ0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0493
 KQ0493.The geoid height was determined by GEOID03.
 KQ0493
 KQ0493;                    North         East     Units Scale Factor Converg.
 KQ0493;SPC NV E     - 8,552,447.152   135,565.298   MT  0.99995110   -0 28 49.4
 KQ0493;SPC NV E     -28,059,153.70    444,767.15   sFT  0.99995110   -0 28 49.4
 KQ0493;UTM  11      - 4,397,542.344   556,993.642   MT  0.99963999   +0 25 30.2
 KQ0493
 KQ0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0493!SPC NV E     -   0.99969139  x   0.99995110  =   0.99964251
 KQ0493!UTM  11      -   0.99969139  x   0.99963999  =   0.99933149
 KQ0493
 KQ0493:                Primary Azimuth Mark                     Grid Az
 KQ0493:SPC NV E     -  LONE                                     155 45 49.3
 KQ0493:UTM  11      -  LONE                                     154 51 29.7
 KQ0493
 KQ0493|---------------------------------------------------------------------|
 KQ0493| PID    Reference Object                     Distance      Geod. Az  |
 KQ0493|                                                           dddmmss.s |
 KQ0493| KQ0494 LONE                                APPROX.15.5 KM 1551659.9 |
 KQ0493| DD6135 KOBEH RM 1                            9.829 METERS 17610     |
 KQ0493| DD6136 KOBEH RM 2                            9.975 METERS 33724     |
 KQ0493|---------------------------------------------------------------------|
 KQ0493
 KQ0493                          SUPERSEDED SURVEY CONTROL
 KQ0493
 KQ0493  NAD 83(1986)-  39 43 33.08743(N)    116 20 05.87444(W) AD(       ) 2
 KQ0493  NAD 27      -  39 43 33.36200(N)    116 20 02.62200(W) AD(       ) 2
 KQ0493  NGVD 29 (07/19/86) 1987.0    (m)         6519.     (f) VERT ANG       
 KQ0493
 KQ0493.Superseded values are not recommended for survey control.
 KQ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0493.See file dsdata.txt to determine how the superseded data were derived.
 KQ0493
 KQ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND5699497542(NAD 83)
 KQ0493_MARKER: DS = TRIANGULATION STATION DISK
 KQ0493_SETTING: 80 = SET IN A BOULDER
 KQ0493_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KQ0493
 KQ0493  HISTORY     - Date     Condition        Report By
 KQ0493  HISTORY     - 1954     MONUMENTED       CGS
 KQ0493
 KQ0493                          STATION DESCRIPTION
 KQ0493
 KQ0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0493'THE STATION IS LOCATED ON THE SUMMIT OF A LOW HILL THAT LIES
 KQ0493'ABOUT 1-1/2 MILES, AIR LINE, SOUTHWEST OF A RANCH HOUSE, ABOUT
 KQ0493'9 MILES, AIR LINE, NORTH-NORTHWEST OF THE LONE T MINE, ABOUT
 KQ0493'24 MILES, AIR LINE, NORTH-NORTHWEST OF EUREKA, AND ABOUT 13 MILES,
 KQ0493'AIR LINE, NORTH OF U.S. HIGHWAY 50.
 KQ0493'
 KQ0493'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA GO NORTH
 KQ0493'AND WEST ON U.S. HIGHWAY 50 FOR 14.9 MILES TO A SIDE ROAD RIGHT.
 KQ0493'TURN RIGHT, NORTH, AS PER SIGN ROBERTS CREEK AND GO 13.5 MILES TO
 KQ0493'A RANCH HOUSE ON THE RIGHT.  CONTINUE, WEST, THROUGH THE
 KQ0493'RANCH YARD TO A SMALL CULVERT AND A ROAD FORK.  TAKE THE LEFT
 KQ0493'FORK, SOUTHWEST, AND GO 2.8 MILES TO B.M. GWM 9 (USGS) ON
 KQ0493'THE RIGHT.  TURN RIGHT, NORTHWEST, AND GO CROSS COUNTRY FOR 0.5
 KQ0493'MILE TO THE SUMMIT OF THE LOW HILL AND THE STATION.
 KQ0493'
 KQ0493'THE STATION, AND REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL
 KQ0493'HOLES IN BOULDERS.
 KQ0493'
 KQ0493'THE STATION DISK, STAMPED KOBEH 1954, IS 30 FEET NORTH OF A
 KQ0493'LONE PINON PINE TREE. THE BOULDER PROJECTS 2 INCHES.
 KQ0493'
 KQ0493'REFERENCE MARK 1, STAMPED KOBEH NO 1 1954, IS 3 FEET NORTHEAST
 KQ0493'OF THE LONE PINON TREE, AND ABOUT THE SAME ELEVATION AS THE
 KQ0493'STATION.  THE BOULDER PROJECTS 2 INCHES.
 KQ0493'
 KQ0493'REFERENCE MARK 2, STAMPED KOBEH NO 2 1954, IS ABOUT 1 FOOT
 KQ0493'LOWER THAN THE STATION.  THE BOULDER PROJECTS 2 INCHES.
 KQ0493'
 KQ0493'B.M. GWM 9 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 KQ0493'MARK DISK, STAMPED GWM 9 1946 6412, AND SET IN A DRILL HOLE IN
 KQ0493'A LARGE ROCK OUTCROP.  IT IS 51 FEET NORTH OF THE CENTER LINE
 KQ0493'OF THE ROAD, AND 2 FEET SOUTH OF A 2-FOOT CAIRN.  THE OUTCROP
 KQ0493'PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0155 ***********************************************************************
 LS0155  DESIGNATION -  KODAK
 LS0155  PID         -  LS0155
 LS0155  STATE/COUNTY-  NV/PERSHING
 LS0155  USGS QUAD   -  LOVELOCK (1987)
 LS0155
 LS0155                         *CURRENT SURVEY CONTROL
 LS0155  ___________________________________________________________________
 LS0155* NAD 83(1994)-  40 12 45.23556(N)    118 25 17.05109(W)     ADJUSTED  
 LS0155* NAVD 88     -      1225.312  (meters)    4020.04   (feet)  ADJUSTED  
 LS0155  ___________________________________________________________________
 LS0155  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 LS0155  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 LS0155  DYNAMIC HT  -        1224.320 (meters)    4016.79  (feet)  COMP
 LS0155  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 LS0155
 LS0155  HORZ ORDER  -  SECOND
 LS0155  VERT ORDER  -  SECOND    CLASS 0
 LS0155
 LS0155.The horizontal coordinates were established by classical geodetic methods
 LS0155.and adjusted by the National Geodetic Survey in June 1998..
 LS0155
 LS0155.The orthometric height was determined by differential leveling
 LS0155.and adjusted by the National Geodetic Survey in June 1991..
 LS0155
 LS0155.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0155
 LS0155.The geoid height was determined by GEOID03.
 LS0155
 LS0155.The dynamic height is computed by dividing the NAVD 88
 LS0155.geopotential number by the normal gravity value computed on the
 LS0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0155.degrees latitude (g = 980.6199 gals.).
 LS0155
 LS0155.The modeled gravity was interpolated from observed gravity values.
 LS0155
 LS0155;                    North         East     Units Scale Factor Converg.
 LS0155;SPC NV W     - 4,606,225.208   813,783.501   MT  0.99990234   +0 06 16.4
 LS0155;SPC NV W     -15,112,257.20  2,669,888.04   sFT  0.99990234   +0 06 16.4
 LS0155;UTM  11      - 4,452,319.104   379,044.425   MT  0.99978010   -0 55 04.1
 LS0155
 LS0155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0155!SPC NV W     -   0.99981138  x   0.99990234  =   0.99971374
 LS0155!UTM  11      -   0.99981138  x   0.99978010  =   0.99959152
 LS0155
 LS0155:                Primary Azimuth Mark                     Grid Az
 LS0155:SPC NV W     -  COLADO 2                                 045 06 30.0
 LS0155:UTM  11      -  COLADO 2                                 046 07 50.5
 LS0155
 LS0155|---------------------------------------------------------------------|
 LS0155| PID    Reference Object                     Distance      Geod. Az  |
 LS0155|                                                           dddmmss.s |
 LS0155| LS0587 COLADO 2                            APPROX. 4.4 KM 0451246.4 |
 LS0155| LS0154 KODAK RM 1                            9.261 METERS 21045     |
 LS0155| LS0156 KODAK RM 2                           11.675 METERS 28911     |
 LS0155|---------------------------------------------------------------------|
 LS0155
 LS0155                          SUPERSEDED SURVEY CONTROL
 LS0155
 LS0155  NAD 83(1986)-  40 12 45.24273(N)    118 25 17.04637(W) AD(       ) 2
 LS0155  NAD 27      -  40 12 45.57130(N)    118 25 13.52440(W) AD(       ) 2
 LS0155  NGVD 29 (??/??/92) 1224.34   (m)         4016.9    (f) COMPUTED    2 0
 LS0155
 LS0155.Superseded values are not recommended for survey control.
 LS0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0155.See file dsdata.txt to determine how the superseded data were derived.
 LS0155
 LS0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE7904452319(NAD 83)
 LS0155_MARKER: DS = TRIANGULATION STATION DISK
 LS0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0155_STAMPING: KODAK 1957
 LS0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0155+STABILITY: SURFACE MOTION
 LS0155
 LS0155  HISTORY     - Date     Condition        Report By
 LS0155  HISTORY     - 1957     MONUMENTED       CGS
 LS0155  HISTORY     - 1957     GOOD             CGS
 LS0155  HISTORY     - 1972     GOOD             NGS
 LS0155
 LS0155                          STATION DESCRIPTION
 LS0155
 LS0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0155'THE STATION IS ABOUT 4 MILES NORTHEAST OF THE CENTER OF LOVELOCK,
 LS0155'1 MILE EAST OF U.S. HIGHWAY 40 AND 95 AND 3/4 MILE SOUTH OF
 LS0155'THE RAILROAD SIDEING AT KODAK.  IT IS ALONG THE SOUTHWEST
 LS0155'EDGE OF A FLAT GRAVEL BAR ABOUT 200 YARDS NORTHWEST OF A LARGE
 LS0155'GRAVEL PIT, ON THE EAST SIDE OF THE HUMBOLDT RIVER AND ABOUT
 LS0155'0.35 MILE EAST-SOUTHEAST FROM A CATTLE GUARD WHICH IS JUST
 LS0155'BELOW A DAM ON THE RIVER.
 LS0155'
 LS0155'TO REACH FROM THE TRAFFIC SIGNAL ON U.S. HIGHWAY 40 IN LOVELOCK
 LS0155'(1/2 BLOCK EAST OF THE POST OFFICE), GO NORTHERLY ON U.S.
 LS0155'HIGHWAY 40 AND 95 FOR 3.1 MILES TO A CROSSROAD.  TURN RIGHT,
 LS0155'CROSSING RAILROAD TRACKS AND GO EAST FOR 0.8 MILE TO FORKS
 LS0155'JUST AFTER PASSING OVER A CATTLE GUARD JUST BELOW THE DAM.
 LS0155'TAKE RIGHT FORK, SOUTH FOR 0.2 MILE TO FORK, KEEP RIGHT FORK
 LS0155'FOR 0.15 MILE, THENCE TURN RIGHT OFF ROAD AND FOLLOW TRACKS
 LS0155'WEST FOR ABOUT 100 YARDS TO THE STATION.
 LS0155'
 LS0155'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 LS0155'SET IN CONCRETE CYLINDERS.
 LS0155'
 LS0155'THE STATION MARK, STAMPED KODAK 1957, PROJECTS ABOUT 8 INCHES.
 LS0155'IT IS 300 FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVEL
 LS0155'ROAD AND 8-1/2 FEET EAST OF A WITNESS POST.
 LS0155'
 LS0155'REFERENCE MARK 1, STAMPED KODAK NO 1 1957, PROJECTS ABOUT
 LS0155'3 INCHES.
 LS0155'
 LS0155'REFERENCE MARK 2, STAMPED KODAK NO 2 1957, IS FLUSH WITH THE
 LS0155'GROUND.
 LS0155
 LS0155                          STATION RECOVERY (1957)
 LS0155
 LS0155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LS0155'3.9 MI NE FROM LOVELOCK.
 LS0155'0.7 MILE NORTHEAST ALONG SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 LS0155'LOVELOCK, THENCE 0.8 MILE EAST ALONG PAVED ROAD TO LOVELOCK AIRPORT,
 LS0155'THENCE 2.4 MILES NORTH ALONG DIRT ROAD, 332.0 FEET WEST OF CENTER OF
 LS0155'DIRT ROAD, 30.4 FEET NORTH OF R.M. 1, 38.3 FEET EAST OF R.M. 2, 8.3
 LS0155'FEET NORTHEAST OF WITNESS POST, SET IN A ROUND CONCRETE POST
 LS0155'PROJECTING 5 INCHES ABOVE GROUND SURFACE.
 LS0155
 LS0155                          STATION RECOVERY (1972)
 LS0155
 LS0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LS0155'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LS0155'AND FOUND IN GOOD CONDITION.  THE ANGLES AND DISTANCES TO THE
 LS0155'MARKS CHECK THE 1957 DATA.  THE ROUTE TO THE STATION IS ADEQUATE.
 LS0155'
 LS0155'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LS0155'
 LS0155'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 LS0155'NORTHEAST OF LOVELOCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0154 ***********************************************************************
 LS0154  DESIGNATION -  KODAK RM 1
 LS0154  PID         -  LS0154
 LS0154  STATE/COUNTY-  NV/PERSHING
 LS0154  USGS QUAD   -  LOVELOCK (1987)
 LS0154
 LS0154                         *CURRENT SURVEY CONTROL
 LS0154  ___________________________________________________________________
 LS0154* NAD 83(1986)-  40 12 45.     (N)    118 25 17.     (W)     SCALED    
 LS0154* NAVD 88     -      1225.217  (meters)    4019.73   (feet)  ADJUSTED  
 LS0154  ___________________________________________________________________
 LS0154  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 LS0154  DYNAMIC HT  -        1224.226 (meters)    4016.48  (feet)  COMP
 LS0154  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 LS0154
 LS0154  VERT ORDER  -  SECOND    CLASS 0
 LS0154
 LS0154.The horizontal coordinates were scaled from a topographic map and have
 LS0154.an estimated accuracy of +/- 6 seconds.
 LS0154
 LS0154.The orthometric height was determined by differential leveling
 LS0154.and adjusted by the National Geodetic Survey in June 1991..
 LS0154
 LS0154.The geoid height was determined by GEOID03.
 LS0154
 LS0154.The dynamic height is computed by dividing the NAVD 88
 LS0154.geopotential number by the normal gravity value computed on the
 LS0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0154.degrees latitude (g = 980.6199 gals.).
 LS0154
 LS0154.The modeled gravity was interpolated from observed gravity values.
 LS0154
 LS0154;                    North         East    Units  Estimated Accuracy
 LS0154;SPC NV W     - 4,606,220.      813,790.      MT  (+/- 180 meters Scaled)
 LS0154
 LS0154                          SUPERSEDED SURVEY CONTROL
 LS0154
 LS0154  NGVD 29 (??/??/92) 1224.25   (m)         4016.6    (f) COMPUTED    2 0
 LS0154
 LS0154.Superseded values are not recommended for survey control.
 LS0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0154.See file dsdata.txt to determine how the superseded data were derived.
 LS0154
 LS0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE790523(NAD 83)
 LS0154_MARKER: DR = REFERENCE MARK DISK
 LS0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0154_STAMPING: KODAK NO 1 1957
 LS0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0154+STABILITY: SURFACE MOTION
 LS0154
 LS0154  HISTORY     - Date     Condition        Report By
 LS0154  HISTORY     - 1957     MONUMENTED       CGS
 LS0154
 LS0154                          STATION DESCRIPTION
 LS0154
 LS0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0154'3.9 MI NE FROM LOVELOCK.
 LS0154'0.7 MILE NORTHEAST ALONG SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 LS0154'LOVELOCK, THENCE 0.8 MILE EAST ALONG PAVED ROAD TO LOVELOCK AIRPORT,
 LS0154'THENCE 2.4 MILES NORTH ALONG DIRT ROAD, 334.0 FEET WEST OF CENTER OF
 LS0154'DIRT ROAD, 30.4 FEET SOUTH OF STATION MARK, SET IN A ROUND CONCRETE
 LS0154'POST PROJECTING 2 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0156 ***********************************************************************
 LS0156  DESIGNATION -  KODAK RM 2
 LS0156  PID         -  LS0156
 LS0156  STATE/COUNTY-  NV/PERSHING
 LS0156  USGS QUAD   -  LOVELOCK (1987)
 LS0156
 LS0156                         *CURRENT SURVEY CONTROL
 LS0156  ___________________________________________________________________
 LS0156* NAD 83(1986)-  40 12 45.     (N)    118 25 17.     (W)     SCALED    
 LS0156* NAVD 88     -      1224.996  (meters)    4019.01   (feet)  ADJUSTED  
 LS0156  ___________________________________________________________________
 LS0156  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 LS0156  DYNAMIC HT  -        1224.005 (meters)    4015.76  (feet)  COMP
 LS0156  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 LS0156
 LS0156  VERT ORDER  -  SECOND    CLASS 0
 LS0156
 LS0156.The horizontal coordinates were scaled from a topographic map and have
 LS0156.an estimated accuracy of +/- 6 seconds.
 LS0156
 LS0156.The orthometric height was determined by differential leveling
 LS0156.and adjusted by the National Geodetic Survey in June 1991..
 LS0156
 LS0156.The geoid height was determined by GEOID03.
 LS0156
 LS0156.The dynamic height is computed by dividing the NAVD 88
 LS0156.geopotential number by the normal gravity value computed on the
 LS0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0156.degrees latitude (g = 980.6199 gals.).
 LS0156
 LS0156.The modeled gravity was interpolated from observed gravity values.
 LS0156
 LS0156;                    North         East    Units  Estimated Accuracy
 LS0156;SPC NV W     - 4,606,220.      813,790.      MT  (+/- 180 meters Scaled)
 LS0156
 LS0156                          SUPERSEDED SURVEY CONTROL
 LS0156
 LS0156  NGVD 29 (??/??/92) 1224.02   (m)         4015.8    (f) COMPUTED    2 0
 LS0156
 LS0156.Superseded values are not recommended for survey control.
 LS0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0156.See file dsdata.txt to determine how the superseded data were derived.
 LS0156
 LS0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE790523(NAD 83)
 LS0156_MARKER: DR = REFERENCE MARK DISK
 LS0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0156_STAMPING: KODAK NO 2 1957
 LS0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0156+STABILITY: SURFACE MOTION
 LS0156
 LS0156  HISTORY     - Date     Condition        Report By
 LS0156  HISTORY     - 1957     MONUMENTED       CGS
 LS0156
 LS0156                          STATION DESCRIPTION
 LS0156
 LS0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0156'3.9 MI NE FROM LOVELOCK.
 LS0156'0.7 MILE NORTHEAST ALONG SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 LS0156'LOVELOCK, THENCE 0.8 MILE EAST ALONG PAVED ROAD TO LOVELOCK AIRPORT,
 LS0156'THENCE 2.4 MILES NORTH ALONG DIRT ROAD, 371.0 FEET WEST OF CENTER OF
 LS0156'DIRT ROAD, 38.3 FEET WEST OF STATION MARK, SET IN A ROUND CONCRETE
 LS0156'POST PROJECTING 2 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1747 ***********************************************************************
 KR1747  DESIGNATION -  KOH RADIO TOWER
 KR1747  PID         -  KR1747
 KR1747  STATE/COUNTY-  NV/WASHOE
 KR1747  USGS QUAD   -  VISTA (1982)
 KR1747
 KR1747                         *CURRENT SURVEY CONTROL
 KR1747  ___________________________________________________________________
 KR1747* NAD 83(1994)-  39 32 35.51395(N)    119 42 50.14693(W)     ADJUSTED  
 KR1747* NAVD 88     -                                                        
 KR1747  ___________________________________________________________________
 KR1747  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 KR1747  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KR1747
 KR1747  HORZ ORDER  -  THIRD
 KR1747
 KR1747.The horizontal coordinates were established by classical geodetic methods
 KR1747.and adjusted by the National Geodetic Survey in June 1998..
 KR1747
 KR1747
 KR1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1747
 KR1747.The geoid height was determined by GEOID03.
 KR1747
 KR1747;                    North         East     Units Scale Factor Converg.
 KR1747;SPC NV W     - 4,532,509.166   702,822.277   MT  1.00001623   -0 43 11.5
 KR1747;SPC NV W     -14,870,407.16  2,305,842.75   sFT  1.00001623   -0 43 11.5
 KR1747;UTM  11      - 4,380,576.620   266,786.818   MT  1.00026968   -1 43 43.1
 KR1747
 KR1747                          SUPERSEDED SURVEY CONTROL
 KR1747
 KR1747  NAD 83(1992)-  39 32 35.51898(N)    119 42 50.14357(W) AD(       ) 4
 KR1747  NAD 83(1986)-  39 32 35.51912(N)    119 42 50.13586(W) AD(       ) 4
 KR1747  NAD 27      -  39 32 35.83400(N)    119 42 46.46100(W) AD(       ) 3
 KR1747
 KR1747.Superseded values are not recommended for survey control.
 KR1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1747.See file dsdata.txt to determine how the superseded data were derived.
 KR1747
 KR1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6678780577(NAD 83)
 KR1747_MARKER: 43 = RADIO/TV TOWER
 KR1747
 KR1747  HISTORY     - Date     Condition        Report By
 KR1747  HISTORY     - 1947     FIRST OBSERVED   CGS
 KR1747  HISTORY     - 1967     GOOD             CGS
 KR1747  HISTORY     - 1971     GOOD             NGS
 KR1747  HISTORY     - 1982     GOOD             NGS
 KR1747
 KR1747                          STATION DESCRIPTION
 KR1747
 KR1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 KR1747'THE STATION IS LOCATED ABOUT 2 MILES EAST OF SPARKS IN THE
 KR1747'NORTHWEST 1/4 OF SECTION 2, T 19 N, R 20 E.
 KR1747'
 KR1747'THERE ARE TWO TOWERS SUPPORTING AN ANTENNA, ONE BEING IN A
 KR1747'SOUTHERLY DIRECTION FROM THE OTHER.
 KR1747'
 KR1747'THE STATION WAS NOT VISITED.
 KR1747
 KR1747                          STATION RECOVERY (1967)
 KR1747
 KR1747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 KR1747'THIS STATION WAS RECOVERED.  THE STATION IS LOCATED ABOUT
 KR1747'2 MILES EAST OF SPARKS IN THE NORTHWEST 1/4 OF SECTION 2,
 KR1747'T 19 N, R 20 E.  THERE ARE TWO SELF SUPPORTING TOWERS WITH THE
 KR1747'FOUR BASE LEGS ABOUT 50 FT. APART AND TAPERING TO A PEAK AT
 KR1747'THE TOP.  THE TOWERS ARE ABOUT 300 FEET ABOVE THE GROUND.
 KR1747'THE SOUTH TOWER IS ABOUT 400 FT. NORTH OF PRATER WAY, AND
 KR1747'THEY ARE ABOUT 300 FT. APART.
 KR1747'
 KR1747'THERE IS NO ANTENNA BETWEEN THE TOWERS AND THE MANAGER OF THE
 KR1747'STATION SAID THAT THERE NEVER HAS BEEN.
 KR1747'
 KR1747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 KR1747'EAST OF SPARKS, NEVADA
 KR1747
 KR1747                          STATION RECOVERY (1971)
 KR1747
 KR1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KR1747'THE TWO KOH RADIO TOWERS WERE RECOVERED AS DESCRIBED IN
 KR1747'1947.  OBSERVATIONS TAKEN FROM STATION VAN METER NGS 1934 INDICATE
 KR1747'THE POSITION IS ON THE SOUTH 1 OF THE 2 TOWERS.
 KR1747'
 KR1747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KR1747'2 MILES EAST OF SPARKS.
 KR1747
 KR1747                          STATION RECOVERY (1982)
 KR1747
 KR1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RMM)
 KR1747'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 KR1747'E. P. JR. IN 1967.
 KR1747'
 KR1747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST OF
 KR1747'SPARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1213 ***********************************************************************
 KR1213  DESIGNATION -  KOYA
 KR1213  PID         -  KR1213
 KR1213  STATE/COUNTY-  NV/WASHOE
 KR1213  USGS QUAD   -  RENO (1982)
 KR1213
 KR1213                         *CURRENT SURVEY CONTROL
 KR1213  ___________________________________________________________________
 KR1213* NAD 83(1986)-  39 31 12.     (N)    119 50 03.     (W)     SCALED    
 KR1213* NAVD 88     -      1381.036  (meters)    4530.95   (feet)  ADJUSTED  
 KR1213  ___________________________________________________________________
 KR1213  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 KR1213  DYNAMIC HT  -        1379.765 (meters)    4526.78  (feet)  COMP
 KR1213  MODELED GRAV-     979,659.0   (mgal)                       NAVD 88
 KR1213
 KR1213  VERT ORDER  -  FIRST     CLASS II
 KR1213
 KR1213.The horizontal coordinates were scaled from a topographic map and have
 KR1213.an estimated accuracy of +/- 6 seconds.
 KR1213
 KR1213.The orthometric height was determined by differential leveling
 KR1213.and adjusted by the National Geodetic Survey in June 1991..
 KR1213
 KR1213.The geoid height was determined by GEOID03.
 KR1213
 KR1213.The dynamic height is computed by dividing the NAVD 88
 KR1213.geopotential number by the normal gravity value computed on the
 KR1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1213.degrees latitude (g = 980.6199 gals.).
 KR1213
 KR1213.The modeled gravity was interpolated from observed gravity values.
 KR1213
 KR1213;                    North         East    Units  Estimated Accuracy
 KR1213;SPC NV W     - 4,530,070.      692,450.      MT  (+/- 180 meters Scaled)
 KR1213
 KR1213                          SUPERSEDED SURVEY CONTROL
 KR1213
 KR1213  NGVD 29 (??/??/92) 1379.946  (m)         4527.37   (f) ADJ UNCH    1 2
 KR1213
 KR1213.Superseded values are not recommended for survey control.
 KR1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1213.See file dsdata.txt to determine how the superseded data were derived.
 KR1213
 KR1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD563783(NAD 83)
 KR1213_MARKER: DS = TRIANGULATION STATION DISK
 KR1213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1213_SP_SET: CONCRETE BASE
 KR1213_STAMPING: KOYA 1947
 KR1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1213
 KR1213  HISTORY     - Date     Condition        Report By
 KR1213  HISTORY     - 1947     MONUMENTED       CGS
 KR1213  HISTORY     - 1967     GOOD             USGS
 KR1213
 KR1213                          STATION DESCRIPTION
 KR1213
 KR1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KR1213'IN RENO.
 KR1213'ABOUT 0.4 MILE WEST ALONG AN ASPHALT ROAD FROM THE INTERSECTION OF
 KR1213'VERDI ROAD AND RIVERSIDE AVENUE AT RENO, AT IDEWILD PARK, 24.0 FEET
 KR1213'NORTH OF THE CENTER LINE OF AN ASPHALT ROAD ON THE WEST SIDE OF THE
 KR1213'PARK 21.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LOG TYPE
 KR1213'BUILDING WHICH WAS FORMERLY OCCUPIED BY THE CCC AND IS NOW USED BY THE
 KR1213'CITY OF RENO PLANNING COMMISSION, SET IN THE TOP OF A CONCRETE BASE
 KR1213'AND IN THE CENTER OF THE BASE SUPPORTING THE STEEL RADIO TOWER FOR
 KR1213'STATION KOYA AND 0.4 FOOT ABOVE THE GROUND.
 KR1213
 KR1213                          STATION RECOVERY (1967)
 KR1213
 KR1213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1771 ***********************************************************************
 KR1771  DESIGNATION -  KOYA NORTH RADIO TOWER
 KR1771  PID         -  KR1771
 KR1771  STATE/COUNTY-  NV/WASHOE
 KR1771  USGS QUAD   -  RENO (1982)
 KR1771
 KR1771                         *CURRENT SURVEY CONTROL
 KR1771  ___________________________________________________________________
 KR1771* NAD 83(1994)-  39 31 13.66767(N)    119 50 03.01648(W)     ADJUSTED  
 KR1771* NAVD 88     -                                                        
 KR1771  ___________________________________________________________________
 KR1771  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 KR1771  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 KR1771
 KR1771  HORZ ORDER  -  THIRD
 KR1771
 KR1771.The horizontal coordinates were established by classical geodetic methods
 KR1771.and adjusted by the National Geodetic Survey in June 1998..
 KR1771
 KR1771
 KR1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1771
 KR1771.The geoid height was determined by GEOID03.
 KR1771
 KR1771;                    North         East     Units Scale Factor Converg.
 KR1771;SPC NV W     - 4,530,121.894   692,451.822   MT  1.00004236   -0 47 45.8
 KR1771;SPC NV W     -14,862,574.91  2,271,819.02   sFT  1.00004236   -0 47 45.8
 KR1771;SPC CA 2     -   708,003.611 2,186,207.554   MT  0.99994354   +1 21 55.8
 KR1771;SPC CA 2     - 2,322,841.85  7,172,582.62   sFT  0.99994354   +1 21 55.8
 KR1771;UTM  11      - 4,378,371.660   256,373.129   MT  1.00033083   -1 48 15.9
 KR1771
 KR1771                          SUPERSEDED SURVEY CONTROL
 KR1771
 KR1771  NAD 83(1992)-  39 31 13.67018(N)    119 50 03.01032(W) AD(       ) 4
 KR1771  NAD 83(1986)-  39 31 13.66886(N)    119 50 03.00169(W) AD(       ) 4
 KR1771  NAD 27      -  39 31 13.99000(N)    119 49 59.30900(W) AD(       ) 3
 KR1771
 KR1771.Superseded values are not recommended for survey control.
 KR1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1771.See file dsdata.txt to determine how the superseded data were derived.
 KR1771
 KR1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5637378372(NAD 83)
 KR1771
 KR1771  HISTORY     - Date     Condition        Report By
 KR1771  HISTORY     - 1947     MONUMENTED       CGS
 KR1771
 KR1771                          STATION DESCRIPTION
 KR1771
 KR1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 KR1771'THE NORTH STEEL RADIO TOWER OF STATION KOYA, HEIGHT 85 FEET,
 KR1771'AT IDLEWILD PARK, IN THE NORTHEAST CORNER OF THE PARK STRIP
 KR1771'SURROUNDING THE CITY BUILDING WHICH ARE OCCUPIED BY THE STATE
 KR1771'PLANNING BOARD AND THE U.S. GRAZING SERVICE.  THE TOWER HAS A
 KR1771'CONCRETE BASE.  IT IS 33 FEET SOUTH OF THE CENTER OF A GRAVELED
 KR1771'EAST -WEST ROAD AND 24 FEET WEST OF THE CENTER OF A NARROW
 KR1771'NORTH AND SOUTH GRAVELED DRIVE.
 KR1771'
 KR1771'TOWER LOCATED BY INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1770 ***********************************************************************
 KR1770  DESIGNATION -  KOYA SOUTH RADIO TOWER
 KR1770  PID         -  KR1770
 KR1770  STATE/COUNTY-  NV/WASHOE
 KR1770  USGS QUAD   -  RENO (1982)
 KR1770
 KR1770                         *CURRENT SURVEY CONTROL
 KR1770  ___________________________________________________________________
 KR1770* NAD 83(1994)-  39 31 11.18313(N)    119 50 03.07292(W)     ADJUSTED  
 KR1770* NAVD 88     -                                                        
 KR1770  ___________________________________________________________________
 KR1770  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 KR1770  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 KR1770
 KR1770  HORZ ORDER  -  THIRD
 KR1770
 KR1770.The horizontal coordinates were established by classical geodetic methods
 KR1770.and adjusted by the National Geodetic Survey in June 1998..
 KR1770
 KR1770
 KR1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1770
 KR1770.The geoid height was determined by GEOID03.
 KR1770
 KR1770;                    North         East     Units Scale Factor Converg.
 KR1770;SPC NV W     - 4,530,045.292   692,449.410   MT  1.00004237   -0 47 45.8
 KR1770;SPC NV W     -14,862,323.60  2,271,811.11   sFT  1.00004237   -0 47 45.8
 KR1770;SPC CA 2     -   707,926.981 2,186,208.032   MT  0.99994345   +1 21 55.7
 KR1770;SPC CA 2     - 2,322,590.44  7,172,584.18   sFT  0.99994345   +1 21 55.7
 KR1770;UTM  11      - 4,378,295.091   256,369.368   MT  1.00033085   -1 48 15.9
 KR1770
 KR1770                          SUPERSEDED SURVEY CONTROL
 KR1770
 KR1770  NAD 83(1992)-  39 31 11.18564(N)    119 50 03.06669(W) AD(       ) 4
 KR1770  NAD 83(1986)-  39 31 11.18426(N)    119 50 03.05747(W) AD(       ) 4
 KR1770  NAD 27      -  39 31 11.50600(N)    119 49 59.36500(W) AD(       ) 3
 KR1770
 KR1770.Superseded values are not recommended for survey control.
 KR1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1770.See file dsdata.txt to determine how the superseded data were derived.
 KR1770
 KR1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5636978295(NAD 83)
 KR1770_MARKER: Z = SEE DESCRIPTION
 KR1770_SETTING: 0 = UNSPECIFIED SETTING
 KR1770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1770
 KR1770  HISTORY     - Date     Condition        Report By
 KR1770  HISTORY     - 1947     MONUMENTED       CGS
 KR1770  HISTORY     - 1967     SEE DESCRIPTION  USGS
 KR1770  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KR1770  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1770
 KR1770                          STATION DESCRIPTION
 KR1770
 KR1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 KR1770'STANDARD COAST AND GEODETIC SURVEY DISK, CEMENTED INTO THE
 KR1770'CONCRETE BASE OF THE SOUTH RADIO TOWER OF STATION KOYA.  DISK
 KR1770'IS SET DIRECTLY BELOW THE TOP OF THE TOWER.  IT IS ACROSS THE
 KR1770'GRAVELED ROAD FROM THE OLD HOME DAIRY, 20 FEET SOUTH OF THE
 KR1770'CENTER LINE OF THE ROAD AND 18 FEET FROM THE CORNER OF THE
 KR1770'CITY BUILDING OCCUPIED BY THE STATE PLANNING BOARD.
 KR1770'
 KR1770'THIS STATION IS LOCATED BY INTERSECTION.
 KR1770
 KR1770                          STATION RECOVERY (1967)
 KR1770
 KR1770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1770'STATION DESTROYED
 KR1770'
 KR1770'FOUND AS DESCRIBED BY C AND GS EXCEPT THE RADIO TOWER THAT
 KR1770'HAS BEEN INTERSECTED FOR POSITION HAS BEEN REMOVED.  THE
 KR1770'CONCRETE BASE OF THE TOWER IS IN PLACE.
 KR1770'
 KR1770'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.6
 KR1770'MI. W ON IDLEWILD DRIVE FROM BOOTH BR IN IDLEWILD PARK
 KR1770
 KR1770                          STATION RECOVERY (1970)
 KR1770
 KR1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KR1770'THIS STATION WAS REPORTED IN THE WAY OF ROAD CONSTRUCTION
 KR1770'BY MR. MILLARD REED, CITY ENGINEERING DEPARTMENT, RENO, NEVADA.
 KR1770'THE DISK SET IN THE BASE OF THIS RADIO TOWER WAS RECEIVED IN
 KR1770'THIS OFFICE 7/6/70.  STATION SHOULD BE LISTED AS DESTROYED.
 KR1770
 KR1770                          STATION RECOVERY (2003)
 KR1770
 KR1770'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1768 ***********************************************************************
 KR1768  DESIGNATION -  KRNP POLICE RADIO TOWER
 KR1768  PID         -  KR1768
 KR1768  STATE/COUNTY-  NV/WASHOE
 KR1768  USGS QUAD   -  RENO (1982)
 KR1768
 KR1768                         *CURRENT SURVEY CONTROL
 KR1768  ___________________________________________________________________
 KR1768* NAD 83(1994)-  39 31 16.14220(N)    119 50 03.34927(W)     ADJUSTED  
 KR1768* NAVD 88     -                                                        
 KR1768  ___________________________________________________________________
 KR1768  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 KR1768  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 KR1768
 KR1768  HORZ ORDER  -  THIRD
 KR1768
 KR1768.The horizontal coordinates were established by classical geodetic methods
 KR1768.and adjusted by the National Geodetic Survey in June 1998..
 KR1768
 KR1768
 KR1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1768
 KR1768.The geoid height was determined by GEOID03.
 KR1768
 KR1768;                    North         East     Units Scale Factor Converg.
 KR1768;SPC NV W     - 4,530,198.315   692,444.934   MT  1.00004238   -0 47 46.0
 KR1768;SPC NV W     -14,862,825.64  2,271,796.42   sFT  1.00004238   -0 47 46.0
 KR1768;SPC CA 2     -   708,079.712 2,186,197.790   MT  0.99994363   +1 21 55.5
 KR1768;SPC CA 2     - 2,323,091.52  7,172,550.58   sFT  0.99994363   +1 21 55.5
 KR1768;UTM  11      - 4,378,448.213   256,367.586   MT  1.00033086   -1 48 16.2
 KR1768
 KR1768                          SUPERSEDED SURVEY CONTROL
 KR1768
 KR1768  NAD 83(1992)-  39 31 16.14470(N)    119 50 03.34318(W) AD(       ) 4
 KR1768  NAD 83(1986)-  39 31 16.14351(N)    119 50 03.33466(W) AD(       ) 4
 KR1768  NAD 27      -  39 31 16.46700(N)    119 49 59.64400(W) AD(       ) 3
 KR1768
 KR1768.Superseded values are not recommended for survey control.
 KR1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1768.See file dsdata.txt to determine how the superseded data were derived.
 KR1768
 KR1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5636878448(NAD 83)
 KR1768
 KR1768  HISTORY     - Date     Condition        Report By
 KR1768  HISTORY     - 1947     MONUMENTED       CGS
 KR1768  HISTORY     - 1954     SEE DESCRIPTION  CGS
 KR1768
 KR1768                          STATION DESCRIPTION
 KR1768
 KR1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 KR1768'IN IDLEWILD PARK, IN THE LARGE FINCED IN AREA NORTH OF THE
 KR1768'PARK STRIP SURROUNDING THE BUILDINGS OCCUPIED BY THE U.S.
 KR1768'GRAZING SERVICE AND THE NEVADA STATE PLANNING BOARD, THE TOWER
 KR1768'IS DIRECTLY SOUTH OF THE EAST END OF THE PARK RECREATION
 KR1768'BUILDING AND IS ABOUT 100 FEET FROM THE EAST-WEST FENCE WHICH
 KR1768'PASSES SOUTH OF THE BUILDING.  THE TOWER IS 142 FEET IN
 KR1768'HEIGHT AND HAS RED DANGER LIGHTS NEAR ITS BASE, HALF WAY UP
 KR1768'THE TOWER AND ONE SUCH LIGHT ON THE EXTREME TOP OF THE TOWER.
 KR1768'OBSERVATIONS FOR THE LOCATION WERE ALL TAKEN ON THE TOP RED
 KR1768'LIGHT.  THE TOWER IS PAINTED RED AND WHITE.  AND RESET ON
 KR1768'THREE CONCRETE SUPPORTS.  IT WAS LOCATED BY INTERSECTION.
 KR1768
 KR1768                          STATION RECOVERY (1954)
 KR1768
 KR1768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WTJ)
 KR1768'RECOVERED AS DESCRIBED.  CORRECT IDENTIFICATION OF RADIO
 KR1768'STATION IS KOA303 1634 KC. OPERATED BY RENO POLICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1796 ***********************************************************************
 GR1796  DESIGNATION -  KYLE
 GR1796  PID         -  GR1796
 GR1796  STATE/COUNTY-  NV/CLARK
 GR1796  USGS QUAD   -  GRAPEVINE SPRING (1974)
 GR1796
 GR1796                         *CURRENT SURVEY CONTROL
 GR1796  ___________________________________________________________________
 GR1796* NAD 83(1994)-  36 20 59.77317(N)    115 29 00.06400(W)     ADJUSTED  
 GR1796* NAVD 88     -      1752.9    (meters)    5751.     (feet)  VERTCON   
 GR1796  ___________________________________________________________________
 GR1796  LAPLACE CORR-         -12.79  (seconds)                    DEFLEC99
 GR1796  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 GR1796
 GR1796  HORZ ORDER  -  THIRD
 GR1796
 GR1796.The horizontal coordinates were established by classical geodetic methods
 GR1796.and adjusted by the National Geodetic Survey in June 1998..
 GR1796
 GR1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1796
 GR1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1796
 GR1796.The geoid height was determined by GEOID03.
 GR1796
 GR1796;                    North         East     Units Scale Factor Converg.
 GR1796;SPC NV E     - 8,177,501.026   208,973.875   MT  0.99990099   +0 03 33.3
 GR1796;SPC NV E     -26,829,017.95    685,608.45   sFT  0.99990099   +0 03 33.3
 GR1796;UTM  11      - 4,023,830.454   636,090.283   MT  0.99982819   +0 53 56.7
 GR1796
 GR1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1796!SPC NV E     -   0.99972908  x   0.99990099  =   0.99963009
 GR1796!UTM  11      -   0.99972908  x   0.99982819  =   0.99955731
 GR1796
 GR1796:                Primary Azimuth Mark                     Grid Az
 GR1796:SPC NV E     -  EDGE                                     309 16 57.7
 GR1796:UTM  11      -  EDGE                                     308 26 34.3
 GR1796
 GR1796|---------------------------------------------------------------------|
 GR1796| PID    Reference Object                     Distance      Geod. Az  |
 GR1796|                                                           dddmmss.s |
 GR1796| GR1789 EDGE                                APPROX. 4.9 KM 3092031.0 |
 GR1796|---------------------------------------------------------------------|
 GR1796
 GR1796                          SUPERSEDED SURVEY CONTROL
 GR1796
 GR1796  NAD 83(1992)-  36 20 59.77767(N)    115 29 00.06739(W) AD(       ) 3
 GR1796  NAD 83(1992)-  36 20 59.77621(N)    115 29 00.06752(W) AD(       ) 3
 GR1796  NAD 83(1986)-  36 20 59.77048(N)    115 29 00.05848(W) AD(       ) 3
 GR1796  NGVD 29 (05/01/88) 1752.1    (m)         5748.     (f) VERT ANG       
 GR1796
 GR1796.Superseded values are not recommended for survey control.
 GR1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1796.See file dsdata.txt to determine how the superseded data were derived.
 GR1796
 GR1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA3609023830(NAD 83)
 GR1796_MARKER: DS = TRIANGULATION STATION DISK
 GR1796_SETTING: 66 = SET IN ROCK OUTCROP
 GR1796_SP_SET: SET IN BEDROCK
 GR1796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1796+STABILITY: POSITION/ELEVATION WELL
 GR1796
 GR1796  HISTORY     - Date     Condition        Report By
 GR1796  HISTORY     - 1950     MONUMENTED       USGS
 GR1796
 GR1796                          STATION DESCRIPTION
 GR1796
 GR1796'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GR1796'LOCATED ABOUT 27 MI NW. OF LAS VEGAS, 11 MI SW. OF CORN SPRINGS,
 GR1796'5 MI N. OF KYLE CANYON RD.  ON HIGHEST POINT OF LOW, BARE TOP
 GR1796'NEAR CENTER OF N.-S. RIDGE, FIRST TO W. OF LAS VEGAS VALLEY.
 GR1796'
 GR1796'TO REACH BY HELICOPTER FROM LAS VEGAS LAND AT STATION.
 GR1796'
 GR1796'STATION MARK--STANDARD TABLET STAMPED---KYLE 1950---, CEMENTED IN
 GR1796'SOLID ROCK.
 GR1796'
 GR1796'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN SOLID ROCK.
 GR1796'
 GR1796'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0853 ***********************************************************************
 KR0853  DESIGNATION -  L 1
 KR0853  PID         -  KR0853
 KR0853  STATE/COUNTY-  NV/LYON
 KR0853  USGS QUAD   -  WABUSKA (1993)
 KR0853
 KR0853                         *CURRENT SURVEY CONTROL
 KR0853  ___________________________________________________________________
 KR0853* NAD 83(1986)-  39 07 40.     (N)    119 08 07.     (W)     SCALED    
 KR0853* NAVD 88     -      1314.12   (+/-2cm)    4311.4    (feet)  VERTCON   
 KR0853  ___________________________________________________________________
 KR0853  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 KR0853
 KR0853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0853
 KR0853.The horizontal coordinates were scaled from a topographic map and have
 KR0853.an estimated accuracy of +/- 6 seconds.
 KR0853
 KR0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0853.The vertical order pertains to the NGVD 29 superseded value.
 KR0853
 KR0853.The geoid height was determined by GEOID03.
 KR0853
 KR0853;                    North         East    Units  Estimated Accuracy
 KR0853;SPC NV W     - 4,485,930.      752,280.      MT  (+/- 180 meters Scaled)
 KR0853
 KR0853                          SUPERSEDED SURVEY CONTROL
 KR0853
 KR0853  NGVD 29 (??/??/92) 1313.117  (m)         4308.12   (f) ADJ UNCH    2 0
 KR0853
 KR0853.Superseded values are not recommended for survey control.
 KR0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0853.See file dsdata.txt to determine how the superseded data were derived.
 KR0853
 KR0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD154331(NAD 83)
 KR0853_MARKER: DD = SURVEY DISK
 KR0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0853_STAMPING: 1-1-1.
 KR0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0853+STABILITY: SURFACE MOTION
 KR0853
 KR0853  HISTORY     - Date     Condition        Report By
 KR0853  HISTORY     - UNK      MONUMENTED       CGS
 KR0853  HISTORY     - 1951     GOOD             NGS
 KR0853  HISTORY     - 1984     MARK NOT FOUND   USGS
 KR0853  HISTORY     - 1984     MARK NOT FOUND   USGS
 KR0853
 KR0853                          STATION DESCRIPTION
 KR0853
 KR0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0853'2.4 MI E FROM WABUSKA.
 KR0853'1.0 MILES SOUTH ALONG U. S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 KR0853'COMPANY RAILROAD STATION AT WABUSKA, THENCE 2.4 MILES EAST ALONG A
 KR0853'DIRT ROAD LEADING TO THE MASON VALLEY RANCH, 0.1 MILES EAST OF A GATE,
 KR0853'14 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 2.5 FEET SOUTHWEST
 KR0853'OF A FENCE CORNER, 2 FEET EAST OF A WITNESS POST, AND SET IN THE TOP
 KR0853'OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 KR0853
 KR0853                          STATION RECOVERY (1984)
 KR0853
 KR0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0853'MARK NOT FOUND.
 KR0853
 KR0853                          STATION RECOVERY (1984)
 KR0853
 KR0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0852 ***********************************************************************
 KR0852  DESIGNATION -  L 1 A
 KR0852  PID         -  KR0852
 KR0852  STATE/COUNTY-  NV/LYON
 KR0852  USGS QUAD   -  WABUSKA (1993)
 KR0852
 KR0852                         *CURRENT SURVEY CONTROL
 KR0852  ___________________________________________________________________
 KR0852* NAD 83(1986)-  39 07 41.     (N)    119 08 23.     (W)     SCALED    
 KR0852* NAVD 88     -      1314.09   (+/-2cm)    4311.3    (feet)  VERTCON   
 KR0852  ___________________________________________________________________
 KR0852  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 KR0852
 KR0852  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0852
 KR0852.The horizontal coordinates were scaled from a topographic map and have
 KR0852.an estimated accuracy of +/- 6 seconds.
 KR0852
 KR0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0852.The vertical order pertains to the NGVD 29 superseded value.
 KR0852
 KR0852.The geoid height was determined by GEOID03.
 KR0852
 KR0852;                    North         East    Units  Estimated Accuracy
 KR0852;SPC NV W     - 4,485,960.      751,890.      MT  (+/- 180 meters Scaled)
 KR0852
 KR0852                          SUPERSEDED SURVEY CONTROL
 KR0852
 KR0852  NGVD 29 (??/??/92) 1313.088  (m)         4308.02   (f) ADJ UNCH    2 0
 KR0852
 KR0852.Superseded values are not recommended for survey control.
 KR0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0852.See file dsdata.txt to determine how the superseded data were derived.
 KR0852
 KR0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD150331(NAD 83)
 KR0852_MARKER: DD = SURVEY DISK
 KR0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0852_STAMPING: 1-1-2.
 KR0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0852+STABILITY: SURFACE MOTION
 KR0852
 KR0852  HISTORY     - Date     Condition        Report By
 KR0852  HISTORY     - UNK      MONUMENTED       CGS
 KR0852  HISTORY     - 1951     GOOD             NGS
 KR0852
 KR0852                          STATION DESCRIPTION
 KR0852
 KR0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0852'2.2 MI E FROM WABUSKA.
 KR0852'1.0 MILES SOUTH ALONG U. S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 KR0852'COMPANY RAILROAD STATION AT WABUSKA, THENCE 2.2 MILES EAST ALONG A
 KR0852'DIRT ROAD LEADING TO THE MASON VALLEY RANCH, 0.5 MILES EAST OF A WHITE
 KR0852'FARM HOUSE, 1.05 MILES WEST OF A WOODEN GATE ACROSS THE ROAD, 13.5
 KR0852'FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 1.5 FEET SOUTH OF A
 KR0852'WIRE FENCE, 2 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 KR0852'CONCRETE POST PROJECTING 0.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1012 ***********************************************************************
 KR1012  DESIGNATION -  L 10
 KR1012  PID         -  KR1012
 KR1012  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1012  USGS QUAD   -  NEW EMPIRE (1994)
 KR1012
 KR1012                         *CURRENT SURVEY CONTROL
 KR1012  ___________________________________________________________________
 KR1012* NAD 83(1986)-  39 11 22.     (N)    119 39 43.     (W)     SCALED    
 KR1012* NAVD 88     -      1428.57   (+/-2cm)    4686.9    (feet)  VERTCON   
 KR1012  ___________________________________________________________________
 KR1012  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KR1012
 KR1012  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1012
 KR1012.The horizontal coordinates were scaled from a topographic map and have
 KR1012.an estimated accuracy of +/- 6 seconds.
 KR1012
 KR1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1012.The vertical order pertains to the NGVD 29 superseded value.
 KR1012
 KR1012.The geoid height was determined by GEOID03.
 KR1012
 KR1012;                    North         East    Units  Estimated Accuracy
 KR1012;SPC NV W     - 4,493,180.      706,820.      MT  (+/- 180 meters Scaled)
 KR1012
 KR1012                          SUPERSEDED SURVEY CONTROL
 KR1012
 KR1012  NGVD 29 (??/??/92) 1427.479  (m)         4683.32   (f) ADJ UNCH    1 2
 KR1012
 KR1012.Superseded values are not recommended for survey control.
 KR1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1012.See file dsdata.txt to determine how the superseded data were derived.
 KR1012
 KR1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD700411(NAD 83)
 KR1012_MARKER: B = BOLT
 KR1012_SETTING: 66 = SET IN ROCK OUTCROP
 KR1012_SP_SET: OUTCROP
 KR1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1012+STABILITY: POSITION/ELEVATION WELL
 KR1012
 KR1012  HISTORY     - Date     Condition        Report By
 KR1012  HISTORY     - UNK      MONUMENTED       CGS
 KR1012  HISTORY     - 1953     GOOD             NGS
 KR1012
 KR1012                          STATION DESCRIPTION
 KR1012
 KR1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR1012'8.2 MI E FROM CARSON CITY.
 KR1012'6.2 MILES NORTHEAST ALONG U. S. HIGHWAY 50 FROM THE POST OFFICE AT
 KR1012'CARSON CITY, THENCE 2.0 MILES SOUTHEAST ALONG THE ABANDONED VIRGINIA
 KR1012'AND TRUCKEE RAILROAD, AT THE SOUTH END OF A LARGE BLACK SHALE OUTCROP,
 KR1012'SET VERTICALLY IN THE EAST FACE, 14 FEET WEST OF THE CENTER LINE OF
 KR1012'THE RAILROAD BED, MARKED BY THE WHITE PAINTED LETTERS BM, AND ABOUT 3
 KR1012'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0340 ***********************************************************************
 JR0340  DESIGNATION -  L 10
 JR0340  PID         -  JR0340
 JR0340  STATE/COUNTY-  NV/LYON
 JR0340  USGS QUAD   -  YERINGTON (1986)
 JR0340
 JR0340                         *CURRENT SURVEY CONTROL
 JR0340  ___________________________________________________________________
 JR0340* NAD 83(1986)-  38 59 49.     (N)    119 09 23.     (W)     SCALED    
 JR0340* NAVD 88     -      1335.63   (+/-2cm)    4382.0    (feet)  VERTCON   
 JR0340  ___________________________________________________________________
 JR0340  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 JR0340
 JR0340  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0340
 JR0340.The horizontal coordinates were scaled from a topographic map and have
 JR0340.an estimated accuracy of +/- 6 seconds.
 JR0340
 JR0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0340.The vertical order pertains to the NGVD 29 superseded value.
 JR0340
 JR0340.The geoid height was determined by GEOID03.
 JR0340
 JR0340;                    North         East    Units  Estimated Accuracy
 JR0340;SPC NV W     - 4,471,420.      750,360.      MT  (+/- 180 meters Scaled)
 JR0340
 JR0340                          SUPERSEDED SURVEY CONTROL
 JR0340
 JR0340  NGVD 29 (??/??/92) 1334.601  (m)         4378.60   (f) ADJ UNCH    2 0
 JR0340
 JR0340.Superseded values are not recommended for survey control.
 JR0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0340.See file dsdata.txt to determine how the superseded data were derived.
 JR0340
 JR0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD132186(NAD 83)
 JR0340_MARKER: DB = BENCH MARK DISK
 JR0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0340_STAMPING: 1 10 1
 JR0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0340+STABILITY: SURFACE MOTION
 JR0340
 JR0340  HISTORY     - Date     Condition        Report By
 JR0340  HISTORY     - UNK      MONUMENTED       CGS
 JR0340  HISTORY     - 1951     GOOD             NGS
 JR0340  HISTORY     - 1984     MARK NOT FOUND   USGS
 JR0340
 JR0340                          STATION DESCRIPTION
 JR0340
 JR0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0340'1 MI NE FROM YERINGTON.
 JR0340'1.0 MILES NORTHEAST ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE
 JR0340'IN YERINGTON, 0.15 MILES EAST OF THE ENTRANCE TO THE AIRPORT,
 JR0340'90 FEET EAST OF THE CENTER OF A DIRT ROAD LEADING SOUTH TO
 JR0340'YERINGTON, 39 FEET SOUTH OF THE CENTER OF HIGHWAY 95, 18 FEET
 JR0340'EAST OF THE EAST END OF A WIRE GATE, 1.5 FEET EAST OF A WITNESS
 JR0340'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FEET
 JR0340'ABOVE THE GROUND.
 JR0340
 JR0340                          STATION RECOVERY (1984)
 JR0340
 JR0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JR0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0567 ***********************************************************************
 LR0567  DESIGNATION -  L 100
 LR0567  PID         -  LR0567
 LR0567  STATE/COUNTY-  NV/PERSHING
 LR0567  USGS QUAD   -  SONOMA CANYON (1983)
 LR0567
 LR0567                         *CURRENT SURVEY CONTROL
 LR0567  ___________________________________________________________________
 LR0567* NAD 83(1986)-  40 45 15.     (N)    117 42 44.     (W)     SCALED    
 LR0567* NAVD 88     -      1395.832  (meters)    4579.49   (feet)  ADJUSTED  
 LR0567  ___________________________________________________________________
 LR0567  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 LR0567  DYNAMIC HT  -        1394.721 (meters)    4575.85  (feet)  COMP
 LR0567  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 LR0567
 LR0567  VERT ORDER  -  SECOND    CLASS 0
 LR0567
 LR0567.The horizontal coordinates were scaled from a topographic map and have
 LR0567.an estimated accuracy of +/- 6 seconds.
 LR0567
 LR0567.The orthometric height was determined by differential leveling
 LR0567.and adjusted by the National Geodetic Survey in June 1991..
 LR0567
 LR0567.The geoid height was determined by GEOID03.
 LR0567
 LR0567.The dynamic height is computed by dividing the NAVD 88
 LR0567.geopotential number by the normal gravity value computed on the
 LR0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0567.degrees latitude (g = 980.6199 gals.).
 LR0567
 LR0567.The modeled gravity was interpolated from observed gravity values.
 LR0567
 LR0567;                    North         East    Units  Estimated Accuracy
 LR0567;SPC NV W     - 4,666,710.      873,560.      MT  (+/- 180 meters Scaled)
 LR0567
 LR0567                          SUPERSEDED SURVEY CONTROL
 LR0567
 LR0567  NGVD 29 (??/??/92) 1394.758  (m)         4575.97   (f) ADJ UNCH    2 0
 LR0567
 LR0567.Superseded values are not recommended for survey control.
 LR0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0567.See file dsdata.txt to determine how the superseded data were derived.
 LR0567
 LR0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF398117(NAD 83)
 LR0567_MARKER: DB = BENCH MARK DISK
 LR0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0567_STAMPING: L 100 1958
 LR0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0567+STABILITY: SURFACE MOTION
 LR0567
 LR0567  HISTORY     - Date     Condition        Report By
 LR0567  HISTORY     - 1958     MONUMENTED       CGS
 LR0567  HISTORY     - 1970     GOOD             NGS
 LR0567
 LR0567                          STATION DESCRIPTION
 LR0567
 LR0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0567'10.85 MI NW FROM LEACH HOT SPRINGS.
 LR0567'10.85 MILES NORTHWEST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, 60
 LR0567'FEET EAST OF THE CENTER OF THE Y JUNCTION OF A DIRT ROAD EAST, 39 FEET
 LR0567'NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 26 FEET SOUTH OF THE
 LR0567'CENTER LINE OF THE DIRT ROAD, 1.7 FEET NORTHWEST OF A WITNESS POST,
 LR0567'ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LR0567'POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
 LR0567
 LR0567                          STATION RECOVERY (1970)
 LR0567
 LR0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LR0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0443 ***********************************************************************
 LR0443  DESIGNATION -  L 101
 LR0443  PID         -  LR0443
 LR0443  STATE/COUNTY-  NV/PERSHING
 LR0443  USGS QUAD   -  MT TOBIN (1990)
 LR0443
 LR0443                         *CURRENT SURVEY CONTROL
 LR0443  ___________________________________________________________________
 LR0443* NAD 83(1986)-  40 27 07.     (N)    117 36 01.     (W)     SCALED    
 LR0443* NAVD 88     -      1461.331  (meters)    4794.38   (feet)  ADJUSTED  
 LR0443  ___________________________________________________________________
 LR0443  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 LR0443  DYNAMIC HT  -        1460.117 (meters)    4790.40  (feet)  COMP
 LR0443  MODELED GRAV-     979,743.8   (mgal)                       NAVD 88
 LR0443
 LR0443  VERT ORDER  -  SECOND    CLASS 0
 LR0443
 LR0443.The horizontal coordinates were scaled from a topographic map and have
 LR0443.an estimated accuracy of +/- 6 seconds.
 LR0443
 LR0443.The orthometric height was determined by differential leveling
 LR0443.and adjusted by the National Geodetic Survey in June 1991..
 LR0443
 LR0443.The geoid height was determined by GEOID03.
 LR0443
 LR0443.The dynamic height is computed by dividing the NAVD 88
 LR0443.geopotential number by the normal gravity value computed on the
 LR0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0443.degrees latitude (g = 980.6199 gals.).
 LR0443
 LR0443.The modeled gravity was interpolated from observed gravity values.
 LR0443
 LR0443;                    North         East    Units  Estimated Accuracy
 LR0443;SPC NV W     - 4,633,260.      883,380.      MT  (+/- 180 meters Scaled)
 LR0443
 LR0443                          SUPERSEDED SURVEY CONTROL
 LR0443
 LR0443  NGVD 29 (??/??/92) 1460.245  (m)         4790.82   (f) ADJ UNCH    2 0
 LR0443
 LR0443.Superseded values are not recommended for survey control.
 LR0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0443.See file dsdata.txt to determine how the superseded data were derived.
 LR0443
 LR0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME491780(NAD 83)
 LR0443_MARKER: DB = BENCH MARK DISK
 LR0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0443_STAMPING: L 101 1958
 LR0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0443+STABILITY: SURFACE MOTION
 LR0443
 LR0443  HISTORY     - Date     Condition        Report By
 LR0443  HISTORY     - 1958     MONUMENTED       CGS
 LR0443  HISTORY     - 1968     GOOD             NGS
 LR0443
 LR0443                          STATION DESCRIPTION
 LR0443
 LR0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0443'10.9 MI SE FROM LEACH HOT SPRINGS.
 LR0443'10.9 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, ON
 LR0443'THE TOP OF A RISE, 34 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.3
 LR0443'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 LR0443'THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
 LR0443
 LR0443                          STATION RECOVERY (1968)
 LR0443
 LR0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LR0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0467 ***********************************************************************
 LR0467  DESIGNATION -  L 102
 LR0467  PID         -  LR0467
 LR0467  STATE/COUNTY-  NV/PERSHING
 LR0467  USGS QUAD   -  SOU HILLS (1990)
 LR0467
 LR0467                         *CURRENT SURVEY CONTROL
 LR0467  ___________________________________________________________________
 LR0467* NAD 83(1986)-  40 08 47.     (N)    117 40 12.     (W)     SCALED    
 LR0467* NAVD 88     -      1199.671  (meters)    3935.92   (feet)  ADJUSTED  
 LR0467  ___________________________________________________________________
 LR0467  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 LR0467  DYNAMIC HT  -        1198.715 (meters)    3932.78  (feet)  COMP
 LR0467  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 LR0467
 LR0467  VERT ORDER  -  SECOND    CLASS 0
 LR0467
 LR0467.The horizontal coordinates were scaled from a topographic map and have
 LR0467.an estimated accuracy of +/- 6 seconds.
 LR0467
 LR0467.The orthometric height was determined by differential leveling
 LR0467.and adjusted by the National Geodetic Survey in June 1991..
 LR0467
 LR0467.The geoid height was determined by GEOID03.
 LR0467
 LR0467.The dynamic height is computed by dividing the NAVD 88
 LR0467.geopotential number by the normal gravity value computed on the
 LR0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0467.degrees latitude (g = 980.6199 gals.).
 LR0467
 LR0467.The modeled gravity was interpolated from observed gravity values.
 LR0467
 LR0467;                    North         East    Units  Estimated Accuracy
 LR0467;SPC NV W     - 4,599,270.      877,820.      MT  (+/- 180 meters Scaled)
 LR0467
 LR0467                          SUPERSEDED SURVEY CONTROL
 LR0467
 LR0467  NGVD 29 (??/??/92) 1198.694  (m)         3932.72   (f) ADJ UNCH    2 0
 LR0467
 LR0467.Superseded values are not recommended for survey control.
 LR0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0467.See file dsdata.txt to determine how the superseded data were derived.
 LR0467
 LR0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME429442(NAD 83)
 LR0467_MARKER: DB = BENCH MARK DISK
 LR0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0467_STAMPING: L 102 1958
 LR0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0467+STABILITY: SURFACE MOTION
 LR0467
 LR0467  HISTORY     - Date     Condition        Report By
 LR0467  HISTORY     - 1958     MONUMENTED       CGS
 LR0467
 LR0467                          STATION DESCRIPTION
 LR0467
 LR0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0467'5.8 MI S FROM PARIS RANCH.
 LR0467'2.25 MILES SOUTH ALONG A GRAVEL ROAD FROM PARIS RANCH, THENCE 3.55
 LR0467'MILES SOUTH ALONG A GRAVEL ROAD, AT A SUMMIT, ON THE OUTSIDE OF A
 LR0467'CURVE, 43 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET
 LR0467'SOUTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD,
 LR0467'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE
 LR0467'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0475 ***********************************************************************
 LR0475  DESIGNATION -  L 103
 LR0475  PID         -  LR0475
 LR0475  STATE/COUNTY-  NV/PERSHING
 LR0475  USGS QUAD   -  SOU HOT SPRINGS (1990)
 LR0475
 LR0475                         *CURRENT SURVEY CONTROL
 LR0475  ___________________________________________________________________
 LR0475* NAD 83(1986)-  40 04 23.     (N)    117 43 31.     (W)     SCALED    
 LR0475* NAVD 88     -      1092.123  (meters)    3583.07   (feet)  ADJUSTED  
 LR0475  ___________________________________________________________________
 LR0475  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 LR0475  DYNAMIC HT  -        1091.252 (meters)    3580.22  (feet)  COMP
 LR0475  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 LR0475
 LR0475  VERT ORDER  -  SECOND    CLASS 0
 LR0475
 LR0475.The horizontal coordinates were scaled from a topographic map and have
 LR0475.an estimated accuracy of +/- 6 seconds.
 LR0475
 LR0475.The orthometric height was determined by differential leveling
 LR0475.and adjusted by the National Geodetic Survey in June 1991..
 LR0475
 LR0475.The geoid height was determined by GEOID03.
 LR0475
 LR0475.The dynamic height is computed by dividing the NAVD 88
 LR0475.geopotential number by the normal gravity value computed on the
 LR0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0475.degrees latitude (g = 980.6199 gals.).
 LR0475
 LR0475.The modeled gravity was interpolated from observed gravity values.
 LR0475
 LR0475;                    North         East    Units  Estimated Accuracy
 LR0475;SPC NV W     - 4,591,080.      873,190.      MT  (+/- 180 meters Scaled)
 LR0475
 LR0475                          SUPERSEDED SURVEY CONTROL
 LR0475
 LR0475  NGVD 29 (??/??/92) 1091.165  (m)         3579.93   (f) ADJ UNCH    2 0
 LR0475
 LR0475.Superseded values are not recommended for survey control.
 LR0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0475.See file dsdata.txt to determine how the superseded data were derived.
 LR0475
 LR0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME381361(NAD 83)
 LR0475_MARKER: DB = BENCH MARK DISK
 LR0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0475_STAMPING: L 103 1958
 LR0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0475+STABILITY: SURFACE MOTION
 LR0475
 LR0475  HISTORY     - Date     Condition        Report By
 LR0475  HISTORY     - 1958     MONUMENTED       CGS
 LR0475
 LR0475                          STATION DESCRIPTION
 LR0475
 LR0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0475'11.5 MI NE FROM BOYER RANCH.
 LR0475'11.5 MILES NORTHEAST ALONG A DIRT ROAD FROM BOYER RANCH, AT THE EAST
 LR0475'CORNER OF A FENCE AROUND THE ABANDONED SEVEN DEVILS RANCH, 46 FEET
 LR0475'SOUTH OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET NORTH OF A FENCE
 LR0475'CORNER POST, 1.8 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 LR0475'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LR0475'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0057 ***********************************************************************
 KR0057  DESIGNATION -  L 104
 KR0057  PID         -  KR0057
 KR0057  STATE/COUNTY-  NV/CHURCHILL
 KR0057  USGS QUAD   -  DIXIE HOT SPRINGS (1990)
 KR0057
 KR0057                         *CURRENT SURVEY CONTROL
 KR0057  ___________________________________________________________________
 KR0057* NAD 83(1986)-  39 49 27.     (N)    118 01 36.     (W)     SCALED    
 KR0057* NAVD 88     -      1058.615  (meters)    3473.14   (feet)  ADJUSTED  
 KR0057  ___________________________________________________________________
 KR0057  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 KR0057  DYNAMIC HT  -        1057.760 (meters)    3470.33  (feet)  COMP
 KR0057  MODELED GRAV-     979,783.1   (mgal)                       NAVD 88
 KR0057
 KR0057  VERT ORDER  -  SECOND    CLASS 0
 KR0057
 KR0057.The horizontal coordinates were scaled from a topographic map and have
 KR0057.an estimated accuracy of +/- 6 seconds.
 KR0057
 KR0057.The orthometric height was determined by differential leveling
 KR0057.and adjusted by the National Geodetic Survey in June 1991..
 KR0057
 KR0057.The geoid height was determined by GEOID03.
 KR0057
 KR0057.The dynamic height is computed by dividing the NAVD 88
 KR0057.geopotential number by the normal gravity value computed on the
 KR0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0057.degrees latitude (g = 980.6199 gals.).
 KR0057
 KR0057.The modeled gravity was interpolated from observed gravity values.
 KR0057
 KR0057;                    North         East    Units  Estimated Accuracy
 KR0057;SPC NV W     - 4,563,240.      847,650.      MT  (+/- 180 meters Scaled)
 KR0057
 KR0057                          SUPERSEDED SURVEY CONTROL
 KR0057
 KR0057  NGVD 29 (??/??/92) 1057.676  (m)         3470.06   (f) ADJ UNCH    2 0
 KR0057
 KR0057.Superseded values are not recommended for survey control.
 KR0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0057.See file dsdata.txt to determine how the superseded data were derived.
 KR0057
 KR0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME121087(NAD 83)
 KR0057_MARKER: DB = BENCH MARK DISK
 KR0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0057_STAMPING: L 104 1958
 KR0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0057+STABILITY: SURFACE MOTION
 KR0057
 KR0057  HISTORY     - Date     Condition        Report By
 KR0057  HISTORY     - 1958     MONUMENTED       CGS
 KR0057
 KR0057                          STATION DESCRIPTION
 KR0057
 KR0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0057'14.35 MI N FROM DIXIE VALLEY.
 KR0057'1.5 MILES WEST ALONG A GRAVEL ROAD FROM THE DIXIE SCHOOL AT DIXIE
 KR0057'VALLEY, THENCE 12.85 MILES NORTH ALONG A DIRT ROAD, 14.45 MILES
 KR0057'SOUTHWEST OF BOYER RANCH, IN THE Y FORMED BY THE JUNCTION OF A DIRT
 KR0057'ROAD NORTH-NORTHWEST, 180 FEET NORTH OF THE CENTER OF THE JUNCTION, 25
 KR0057'FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 22 FEET EAST OF THE
 KR0057'CENTER LINE OF THE DIRT ROAD NORTH-NORTHWEST, 2.3 FEET SOUTH OF A
 KR0057'WITNESS POST, ABOUT LEVEL WITH THE MAIN ROAD, AND SET IN THE TOP OF A
 KR0057'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0483 ***********************************************************************
 LR0483  DESIGNATION -  L 105
 LR0483  PID         -  LR0483
 LR0483  STATE/COUNTY-  NV/PERSHING
 LR0483  USGS QUAD   -  LOGAN PEAK (1990)
 LR0483
 LR0483                         *CURRENT SURVEY CONTROL
 LR0483  ___________________________________________________________________
 LR0483* NAD 83(1986)-  40 05 51.     (N)    117 59 47.     (W)     SCALED    
 LR0483* NAVD 88     -      1256.110  (meters)    4121.09   (feet)  ADJUSTED  
 LR0483  ___________________________________________________________________
 LR0483  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 LR0483  DYNAMIC HT  -        1255.083 (meters)    4117.72  (feet)  COMP
 LR0483  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 LR0483
 LR0483  VERT ORDER  -  SECOND    CLASS 0
 LR0483
 LR0483.The horizontal coordinates were scaled from a topographic map and have
 LR0483.an estimated accuracy of +/- 6 seconds.
 LR0483
 LR0483.The orthometric height was determined by differential leveling
 LR0483.and adjusted by the National Geodetic Survey in June 1991..
 LR0483
 LR0483.The geoid height was determined by GEOID03.
 LR0483
 LR0483.The dynamic height is computed by dividing the NAVD 88
 LR0483.geopotential number by the normal gravity value computed on the
 LR0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0483.degrees latitude (g = 980.6199 gals.).
 LR0483
 LR0483.The modeled gravity was interpolated from observed gravity values.
 LR0483
 LR0483;                    North         East    Units  Estimated Accuracy
 LR0483;SPC NV W     - 4,593,600.      850,050.      MT  (+/- 180 meters Scaled)
 LR0483
 LR0483                          SUPERSEDED SURVEY CONTROL
 LR0483
 LR0483  NGVD 29 (??/??/92) 1255.119  (m)         4117.84   (f) ADJ UNCH    2 0
 LR0483
 LR0483.Superseded values are not recommended for survey control.
 LR0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0483.See file dsdata.txt to determine how the superseded data were derived.
 LR0483
 LR0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME150390(NAD 83)
 LR0483_MARKER: DB = BENCH MARK DISK
 LR0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0483_STAMPING: L 105 1958
 LR0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0483+STABILITY: SURFACE MOTION
 LR0483
 LR0483  HISTORY     - Date     Condition        Report By
 LR0483  HISTORY     - 1958     MONUMENTED       CGS
 LR0483
 LR0483                          STATION DESCRIPTION
 LR0483
 LR0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0483'23.8 MI SW FROM PARIS RANCH.
 LR0483'2.25 MILES SOUTH ALONG A DIRT ROAD FROM PARIS RANCH, THENCE 21.55
 LR0483'MILES WEST AND SOUTHWEST ALONG A GRAVEL ROAD.  0.2 MILE WEST OF THE
 LR0483'WEST END OF A PROMINENT CURVE, ON TOP OF A SLIGHT RISE, 35 FEET NORTH
 LR0483'OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A WITNESS POST, ABOUT
 LR0483'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LR0483'1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0434 ***********************************************************************
 LR0434  DESIGNATION -  L 106
 LR0434  PID         -  LR0434
 LR0434  STATE/COUNTY-  NV/LANDER
 LR0434  USGS QUAD   -  MC COY NE (1990)
 LR0434
 LR0434                         *CURRENT SURVEY CONTROL
 LR0434  ___________________________________________________________________
 LR0434* NAD 83(1986)-  40 29 41.     (N)    117 04 12.     (W)     SCALED    
 LR0434* NAVD 88     -      1404.522  (meters)    4608.00   (feet)  ADJUSTED  
 LR0434  ___________________________________________________________________
 LR0434  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 LR0434  DYNAMIC HT  -        1403.361 (meters)    4604.19  (feet)  COMP
 LR0434  MODELED GRAV-     979,749.5   (mgal)                       NAVD 88
 LR0434
 LR0434  VERT ORDER  -  FIRST     CLASS II
 LR0434
 LR0434.The horizontal coordinates were scaled from a topographic map and have
 LR0434.an estimated accuracy of +/- 6 seconds.
 LR0434
 LR0434.The orthometric height was determined by differential leveling
 LR0434.and adjusted by the National Geodetic Survey in June 1991..
 LR0434
 LR0434.The geoid height was determined by GEOID03.
 LR0434
 LR0434.The dynamic height is computed by dividing the NAVD 88
 LR0434.geopotential number by the normal gravity value computed on the
 LR0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0434.degrees latitude (g = 980.6199 gals.).
 LR0434
 LR0434.The modeled gravity was interpolated from observed gravity values.
 LR0434
 LR0434;                    North         East    Units  Estimated Accuracy
 LR0434;SPC NV C     - 6,637,620.      465,810.      MT  (+/- 180 meters Scaled)
 LR0434
 LR0434                          SUPERSEDED SURVEY CONTROL
 LR0434
 LR0434  NGVD 29 (??/??/92) 1403.442  (m)         4604.46   (f) ADJ UNCH    1 2
 LR0434
 LR0434.Superseded values are not recommended for survey control.
 LR0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0434.See file dsdata.txt to determine how the superseded data were derived.
 LR0434
 LR0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME940826(NAD 83)
 LR0434_MARKER: DB = BENCH MARK DISK
 LR0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0434_SP_SET: CONCRETE POST
 LR0434_STAMPING: L 106 1958
 LR0434_MARK LOGO: CGS   
 LR0434_PROJECTION: PROJECTING 15 CENTIMETERS
 LR0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0434+STABILITY: SURFACE MOTION
 LR0434
 LR0434  HISTORY     - Date     Condition        Report By
 LR0434  HISTORY     - 1958     MONUMENTED       CGS
 LR0434  HISTORY     - 1985     GOOD             NGS
 LR0434
 LR0434                          STATION DESCRIPTION
 LR0434
 LR0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0434'13.1 MI SW FROM BATTLE MOUNTAIN.
 LR0434'13.1 MILES SOUTHWEST ALONG STATE HIGHWAY 8-A FROM THE T JUNCTION OF
 LR0434'U.S. HIGHWAY 40 AT BATTLE MOUNTAIN, 57 FEET NORTHEAST OF THE CENTER OF
 LR0434'THE T JUNCTION OF A DIRT ROAD LEADING EAST TO A GRAVEL PIT, 53 FEET
 LR0434'EAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET NORTH OF THE CENTER
 LR0434'LINE OF THE DIRT ROAD, 1.8 FEET WEST OF A WITNESS POST, ABOUT 2 1/2
 LR0434'FEET LOWER THAN THE HIGHWAY, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 LR0434'TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
 LR0434
 LR0434                          STATION RECOVERY (1985)
 LR0434
 LR0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LR0434'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  20.08 KM
 LR0434'(12.48 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE AT
 LR0434'BATTLE MTN, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A DIRT ROAD
 LR0434'LEADING EAST TO A GRAVEL PIT, 0.80 KM (0.50 MI) NORTH OF MILEPOST 105,
 LR0434'0.94 KM (0.58 MI) SOUTH OF A TELEPHONE LINE CROSSING, 16.5 METERS
 LR0434'(54 FT) EAST OF THE HIGHWAY CENTERLINE AND 10.7 METERS (35 FT) NORTH
 LR0434'OF THE CENTER OF THE ROAD.
 LR0434'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 LR0434'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0389 ***********************************************************************
 LR0389  DESIGNATION -  L 107
 LR0389  PID         -  LR0389
 LR0389  STATE/COUNTY-  NV/PERSHING
 LR0389  USGS QUAD   -  CHERRY CREEK NE (1981)
 LR0389
 LR0389                         *CURRENT SURVEY CONTROL
 LR0389  ___________________________________________________________________
 LR0389* NAD 83(1986)-  40 37 36.     (N)    117 19 52.     (W)     SCALED    
 LR0389* NAVD 88     -      1511.020  (meters)    4957.40   (feet)  ADJUSTED  
 LR0389  ___________________________________________________________________
 LR0389  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 LR0389  DYNAMIC HT  -        1509.781 (meters)    4953.34  (feet)  COMP
 LR0389  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 LR0389
 LR0389  VERT ORDER  -  SECOND    CLASS 0
 LR0389
 LR0389.The horizontal coordinates were scaled from a topographic map and have
 LR0389.an estimated accuracy of +/- 6 seconds.
 LR0389
 LR0389.The orthometric height was determined by differential leveling
 LR0389.and adjusted by the National Geodetic Survey in June 1991..
 LR0389
 LR0389.The geoid height was determined by GEOID03.
 LR0389
 LR0389.The dynamic height is computed by dividing the NAVD 88
 LR0389.geopotential number by the normal gravity value computed on the
 LR0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0389.degrees latitude (g = 980.6199 gals.).
 LR0389
 LR0389.The modeled gravity was interpolated from observed gravity values.
 LR0389
 LR0389;                    North         East    Units  Estimated Accuracy
 LR0389;SPC NV W     - 4,652,950.      905,940.      MT  (+/- 180 meters Scaled)
 LR0389
 LR0389                          SUPERSEDED SURVEY CONTROL
 LR0389
 LR0389  NGVD 29 (??/??/92) 1509.932  (m)         4953.84   (f) ADJ UNCH    2 0
 LR0389
 LR0389.Superseded values are not recommended for survey control.
 LR0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0389.See file dsdata.txt to determine how the superseded data were derived.
 LR0389
 LR0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME719973(NAD 83)
 LR0389_MARKER: DB = BENCH MARK DISK
 LR0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0389_STAMPING: L 107 1958
 LR0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0389+STABILITY: SURFACE MOTION
 LR0389
 LR0389  HISTORY     - Date     Condition        Report By
 LR0389  HISTORY     - 1958     MONUMENTED       CGS
 LR0389
 LR0389                          STATION DESCRIPTION
 LR0389
 LR0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0389'6.0 MI E FROM SMELSER PASS.
 LR0389'5.0 MILES EAST ALONG A DIRT ROAD FROM SMELSER PASS, THENCE 1.0 MILE
 LR0389'SOUTH ALONG A DIRT ROAD, 1.0 MILE NORTH OF THE INTERSECTION OF A
 LR0389'NORTHWEST-SOUTHEAST DIRT ROAD, ABOUT 50 YARDS NORTH OF A DEEP DIP, 24
 LR0389'FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A WITNESS
 LR0389'POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 LR0389'CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0084 ***********************************************************************
 MT0084  DESIGNATION -  L 108
 MT0084  PID         -  MT0084
 MT0084  STATE/COUNTY-  NV/ELKO
 MT0084  USGS QUAD   -  DELANO PEAK (1989)
 MT0084
 MT0084                         *CURRENT SURVEY CONTROL
 MT0084  ___________________________________________________________________
 MT0084* NAD 83(1986)-  41 32 34.     (N)    114 21 11.     (W)     SCALED    
 MT0084* NAVD 88     -      1627.273  (meters)    5338.81   (feet)  ADJUSTED  
 MT0084  ___________________________________________________________________
 MT0084  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 MT0084  DYNAMIC HT  -        1626.042 (meters)    5334.77  (feet)  COMP
 MT0084  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 MT0084
 MT0084  VERT ORDER  -  SECOND    CLASS 0
 MT0084
 MT0084.The horizontal coordinates were scaled from a topographic map and have
 MT0084.an estimated accuracy of +/- 6 seconds.
 MT0084
 MT0084.The orthometric height was determined by differential leveling
 MT0084.and adjusted by the National Geodetic Survey in June 1991..
 MT0084
 MT0084.The geoid height was determined by GEOID03.
 MT0084
 MT0084.The dynamic height is computed by dividing the NAVD 88
 MT0084.geopotential number by the normal gravity value computed on the
 MT0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0084.degrees latitude (g = 980.6199 gals.).
 MT0084
 MT0084.The modeled gravity was interpolated from observed gravity values.
 MT0084
 MT0084;                    North         East    Units  Estimated Accuracy
 MT0084;SPC NV E     - 8,754,650.      302,650.      MT  (+/- 180 meters Scaled)
 MT0084
 MT0084                          SUPERSEDED SURVEY CONTROL
 MT0084
 MT0084  NGVD 29 (??/??/92) 1626.157  (m)         5335.15   (f) ADJ UNCH    2 0
 MT0084
 MT0084.Superseded values are not recommended for survey control.
 MT0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0084.See file dsdata.txt to determine how the superseded data were derived.
 MT0084
 MT0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG207023(NAD 83)
 MT0084_MARKER: DB = BENCH MARK DISK
 MT0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0084_STAMPING: L 108 1958
 MT0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0084+STABILITY: SURFACE MOTION
 MT0084
 MT0084  HISTORY     - Date     Condition        Report By
 MT0084  HISTORY     - 1958     MONUMENTED       CGS
 MT0084
 MT0084                          STATION DESCRIPTION
 MT0084
 MT0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0084'25.8 MI NW FROM MONTELLO.
 MT0084'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE AT
 MT0084'MONTELLO, THENCE 25.65 MILES NORTH AND NORTHWEST ALONG A GRAVEL ROAD,
 MT0084'0.2 MILE NORTHWEST OF THE Y JUNCTION OF A TRACK ROAD SOUTH, IN LINE
 MT0084'WITH A ROW OF TELEPHONE POLES, 44 FEET SOUTHWEST OF THE CENTER LINE OF
 MT0084'THE ROAD, 90 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 85 1/2 FEET
 MT0084'SOUTHEAST OF A TELEPHONE POLE, 2.0 FEET NORTHEAST OF A WITNESS POST, 3
 MT0084'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MT0084'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0131 ***********************************************************************
 FS0131  DESIGNATION -  L 109
 FS0131  PID         -  FS0131
 FS0131  STATE/COUNTY-  NV/CLARK
 FS0131  USGS QUAD   -  KEYHOLE CANYON (1984)
 FS0131
 FS0131                         *CURRENT SURVEY CONTROL
 FS0131  ___________________________________________________________________
 FS0131* NAD 83(1986)-  35 42 21.     (N)    114 57 42.     (W)     SCALED    
 FS0131* NAVD 88     -       724.193  (meters)    2375.96   (feet)  POSTED    
 FS0131  ___________________________________________________________________
 FS0131  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FS0131  DYNAMIC HT  -         723.410 (meters)    2373.39  (feet)  COMP
 FS0131  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 FS0131
 FS0131  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0131
 FS0131.The horizontal coordinates were scaled from a topographic map and have
 FS0131.an estimated accuracy of +/- 6 seconds.
 FS0131
 FS0131.The orthometric height was determined by differential leveling
 FS0131.and adjusted by the National Geodetic Survey in 1992..
 FS0131.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0131.rate of 0.0 thru 1.0 mm/km.
 FS0131
 FS0131.The geoid height was determined by GEOID03.
 FS0131
 FS0131.The dynamic height is computed by dividing the NAVD 88
 FS0131.geopotential number by the normal gravity value computed on the
 FS0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0131.degrees latitude (g = 980.6199 gals.).
 FS0131
 FS0131.The modeled gravity was interpolated from observed gravity values.
 FS0131
 FS0131;                    North         East    Units  Estimated Accuracy
 FS0131;SPC NV E     - 8,106,210.      256,250.      MT  (+/- 180 meters Scaled)
 FS0131
 FS0131                          SUPERSEDED SURVEY CONTROL
 FS0131
 FS0131  NGVD 29 (??/??/92)  723.442  (m)         2373.49   (f) ADJ UNCH    1 1
 FS0131
 FS0131.Superseded values are not recommended for survey control.
 FS0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0131.See file dsdata.txt to determine how the superseded data were derived.
 FS0131
 FS0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV844532(NAD 83)
 FS0131_MARKER: DB = BENCH MARK DISK
 FS0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0131_STAMPING: L 109 1934
 FS0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0131+STABILITY: SURFACE MOTION
 FS0131
 FS0131  HISTORY     - Date     Condition        Report By
 FS0131  HISTORY     - 1934     MONUMENTED       CGS
 FS0131  HISTORY     - 1949     GOOD             NGS
 FS0131  HISTORY     - 1963     GOOD             NGS
 FS0131
 FS0131                          STATION DESCRIPTION
 FS0131
 FS0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0131'18.5 MI N FROM SEARCHLIGHT.
 FS0131'18.5 MILES NORTH ALONG OLD STATE HIGHWAY 5 FROM THE POST OFFICE
 FS0131'AT SEARCHLIGHT, ABOUT 166 YARDS NORTH OF A POINT WHERE THE HIGHWAY
 FS0131'CROSSES A 3-FOOT DITCH, 147 FEET WEST OF THE CENTER LINE OF U.S.
 FS0131'HIGHWAY 95, 138 FEET SOUTHEAST OF A RIGHT-OF-WAY MARKER POST, 33
 FS0131'FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, 2.7 FEET NORTH
 FS0131'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE OLD HIGHWAY, AND
 FS0131'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 FS0131'GROUND.
 FS0131
 FS0131                          STATION RECOVERY (1963)
 FS0131
 FS0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0387 ***********************************************************************
 KR0387  DESIGNATION -  L 11
 KR0387  PID         -  KR0387
 KR0387  STATE/COUNTY-  NV/MINERAL
 KR0387  USGS QUAD   -  WEBER DAM (1987)
 KR0387
 KR0387                         *CURRENT SURVEY CONTROL
 KR0387  ___________________________________________________________________
 KR0387* NAD 83(1986)-  39 00 02.     (N)    118 52 21.     (W)     SCALED    
 KR0387* NAVD 88     -      1319.76   (+/-2cm)    4329.9    (feet)  VERTCON   
 KR0387  ___________________________________________________________________
 KR0387  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 KR0387
 KR0387  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0387
 KR0387.The horizontal coordinates were scaled from a topographic map and have
 KR0387.an estimated accuracy of +/- 6 seconds.
 KR0387
 KR0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0387.The vertical order pertains to the NGVD 29 superseded value.
 KR0387
 KR0387.The geoid height was determined by GEOID03.
 KR0387
 KR0387;                    North         East    Units  Estimated Accuracy
 KR0387;SPC NV W     - 4,471,700.      774,950.      MT  (+/- 180 meters Scaled)
 KR0387
 KR0387                          SUPERSEDED SURVEY CONTROL
 KR0387
 KR0387  NGVD 29 (??/??/92) 1318.694  (m)         4326.42   (f) ADJ UNCH    1 2
 KR0387
 KR0387.Superseded values are not recommended for survey control.
 KR0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0387.See file dsdata.txt to determine how the superseded data were derived.
 KR0387
 KR0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD378185(NAD 83)
 KR0387_MARKER: DB = BENCH MARK DISK
 KR0387_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0387_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0387_STAMPING: L 11 1915 4326.468
 KR0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0387
 KR0387  HISTORY     - Date     Condition        Report By
 KR0387  HISTORY     - 1915     MONUMENTED       CGS
 KR0387  HISTORY     - 1953     GOOD             NGS
 KR0387
 KR0387                          STATION DESCRIPTION
 KR0387
 KR0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0387'5.2 MI NW FROM SCHURZ.
 KR0387'5.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0387'THE STATION AT SCHURZ, 5 1/2 FEET SOUTHWEST OF MILEPOLE 349, 292.6
 KR0387'FEET NORTHWEST OF THE CENTER OF THE SOUTHWEST END OF 36-INCH
 KR0387'CORRUGATED METAL PIPE CULVERT 349.09, 23.2 FEET SOUTHWEST OF THE
 KR0387'SOUTHWEST RAIL, 2.7 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH
 KR0387'THE TRACK, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.7
 KR0387'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0875 ***********************************************************************
 KR0875  DESIGNATION -  L 11 1
 KR0875  PID         -  KR0875
 KR0875  STATE/COUNTY-  NV/LYON
 KR0875  USGS QUAD   -  HINKSON SLOUGH (1987)
 KR0875
 KR0875                         *CURRENT SURVEY CONTROL
 KR0875  ___________________________________________________________________
 KR0875* NAD 83(1986)-  39 00 57.     (N)    119 07 20.     (W)     SCALED    
 KR0875* NAVD 88     -      1330.65   (+/-2cm)    4365.6    (feet)  VERTCON   
 KR0875  ___________________________________________________________________
 KR0875  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 KR0875
 KR0875  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0875
 KR0875.The horizontal coordinates were scaled from a topographic map and have
 KR0875.an estimated accuracy of +/- 6 seconds.
 KR0875
 KR0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0875.The vertical order pertains to the NGVD 29 superseded value.
 KR0875
 KR0875.The geoid height was determined by GEOID03.
 KR0875
 KR0875;                    North         East    Units  Estimated Accuracy
 KR0875;SPC NV W     - 4,473,490.      753,330.      MT  (+/- 180 meters Scaled)
 KR0875
 KR0875                          SUPERSEDED SURVEY CONTROL
 KR0875
 KR0875  NGVD 29 (??/??/92) 1329.63   (m)         4362.3    (f) COMPUTED    2 0
 KR0875
 KR0875.Superseded values are not recommended for survey control.
 KR0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0875.See file dsdata.txt to determine how the superseded data were derived.
 KR0875
 KR0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD162206(NAD 83)
 KR0875_MARKER: DD = SURVEY DISK
 KR0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0875_STAMPING: 1. 11. 1.
 KR0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0875+STABILITY: SURFACE MOTION
 KR0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0875+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2001
 KR0875
 KR0875  HISTORY     - Date     Condition        Report By
 KR0875  HISTORY     - UNK      MONUMENTED       CGS
 KR0875  HISTORY     - 1951     GOOD             NGS
 KR0875  HISTORY     - 20010112 GOOD             NVGS
 KR0875
 KR0875                          STATION DESCRIPTION
 KR0875
 KR0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0875'4.1 MI NE FROM YERINGTON.
 KR0875'4.1 MILES NORTHEAST ALONG U. S. HIGHWAY 95 FROM THE COURTHOUSE IN
 KR0875'YERINGTON, 110 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING, 45
 KR0875'FEET WEST OF THE CENTER OF THE HIGHWAY, 2.5 FEET EAST OF A WIRE FENCE,
 KR0875'2.5 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 KR0875'POST PROJECTING 0.5 FEET ABOVE THE GROUND.
 KR0875
 KR0875                          STATION RECOVERY (2001)
 KR0875
 KR0875'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR0875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0876 ***********************************************************************
 KR0876  DESIGNATION -  L 11 A
 KR0876  PID         -  KR0876
 KR0876  STATE/COUNTY-  NV/LYON
 KR0876  USGS QUAD   -  HINKSON SLOUGH (1987)
 KR0876
 KR0876                         *CURRENT SURVEY CONTROL
 KR0876  ___________________________________________________________________
 KR0876* NAD 83(1986)-  39 01 10.     (N)    119 07 19.     (W)     SCALED    
 KR0876* NAVD 88     -      1330.95   (+/-2cm)    4366.6    (feet)  VERTCON   
 KR0876  ___________________________________________________________________
 KR0876  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 KR0876
 KR0876  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0876
 KR0876.The horizontal coordinates were scaled from a topographic map and have
 KR0876.an estimated accuracy of +/- 6 seconds.
 KR0876
 KR0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0876.The vertical order pertains to the NGVD 29 superseded value.
 KR0876
 KR0876.The geoid height was determined by GEOID03.
 KR0876
 KR0876;                    North         East    Units  Estimated Accuracy
 KR0876;SPC NV W     - 4,473,900.      753,360.      MT  (+/- 180 meters Scaled)
 KR0876
 KR0876                          SUPERSEDED SURVEY CONTROL
 KR0876
 KR0876  NGVD 29 (??/??/92) 1329.93   (m)         4363.3    (f) COMPUTED    2 0
 KR0876
 KR0876.Superseded values are not recommended for survey control.
 KR0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0876.See file dsdata.txt to determine how the superseded data were derived.
 KR0876
 KR0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD162210(NAD 83)
 KR0876_MARKER: DD = SURVEY DISK
 KR0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0876_STAMPING: 1. 11. 2.
 KR0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0876+STABILITY: SURFACE MOTION
 KR0876
 KR0876  HISTORY     - Date     Condition        Report By
 KR0876  HISTORY     - UNK      MONUMENTED       CGS
 KR0876  HISTORY     - 1951     GOOD             NGS
 KR0876  HISTORY     - 1984     GOOD             USGS
 KR0876  HISTORY     - 1984     GOOD             USGS
 KR0876
 KR0876                          STATION DESCRIPTION
 KR0876
 KR0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0876'4.3 MI NE FROM YERINGTON.
 KR0876'4.3 MILES NORTHEAST ALONG U. S. HIGHWAY 95 FROM THE COURTHOUSE IN
 KR0876'YERINGTON, 0.4 MILES SOUTH OF A SHARP CURVE IN THE HIGHWAY, 37.5 FEET
 KR0876'WEST OF THE CENTER OF THE HIGHWAY, ON THE EAST BANK OF A DEEP CANAL,
 KR0876'ONE FOOT EAST OF A WIRE FENCE, AND SET IN THE TOP OF A CONCRETE POST
 KR0876'PROJECTING 0.7 FEET ABOVE THE GROUND.
 KR0876
 KR0876                          STATION RECOVERY (1984)
 KR0876
 KR0876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0876'4.3 MILES NORTHEAST ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE AT
 KR0876'YERINGTON, 2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 95 FROM THE COURT
 KR0876'FROM THE COURTHOUSE AT YERINGTON, LYON COUNTY, THENCE 1.4 NORTH ALONG
 KR0876'PAVED ROAD (OLD HIGHWAY 95), 0.4 MILE SOUTH OF A SHARP CURVE IN THE
 KR0876'ROAD, 37.5 FEET WEST OF THE CENTERLINE OF THE ROAD, ON THE EAST BANK
 KR0876'OF A DEEP CANAL, AND 1 FOOT EAST OF A WIRE FENCE. A STATE SURVEY
 KR0876'STANDARD DISK STAMPED '1 11 2' AND SET IN THE TOP OF A CONCRETE POST
 KR0876'PROJECTING 0.7 FOOT ABOVE GROUND.
 KR0876
 KR0876                          STATION RECOVERY (1984)
 KR0876
 KR0876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0876'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE AT
 KR0876'YERINGTON, 2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 95 FROM THE
 KR0876'COURTHOUSE AT YERINGTON, LYON COUNTY, THENCE 1.2 MILES NORTH ALONG
 KR0876'PAVED ROAD, (OLD HIGHWAY 95), AT A ROAD INTERSECTION, 110 FEET
 KR0876'NORTHWEST OF THE CENTER OF THE INTERSECTION, 45 FEET WEST OF THE
 KR0876'CENTERLINE OF THE HIGHWAY, 2.5 FEET EAST OF A WIRE FENCE, AND 2.5
 KR0876'FEET SOUTH OF A WHITE WOODEN WITNESS POST. A STATE SURVEY STANDARD
 KR0876'DISK, STAMPED '1 11 1' AND SET IN THE TOP OF A CONCRETE POST
 KR0876'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0791 ***********************************************************************
 FS0791  DESIGNATION -  L 110
 FS0791  PID         -  FS0791
 FS0791  STATE/COUNTY-  NV/CLARK
 FS0791  USGS QUAD   -  CRESCENT PEAK (1984)
 FS0791
 FS0791                         *CURRENT SURVEY CONTROL
 FS0791  ___________________________________________________________________
 FS0791* NAD 83(1986)-  35 29 25.     (N)    115 10 25.     (W)     SCALED    
 FS0791* NAVD 88     -      1309.532  (meters)    4296.36   (feet)  POSTED    
 FS0791  ___________________________________________________________________
 FS0791  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FS0791  DYNAMIC HT  -        1307.960 (meters)    4291.20  (feet)  COMP
 FS0791  MODELED GRAV-     979,384.8   (mgal)                       NAVD 88
 FS0791
 FS0791  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0791
 FS0791.The horizontal coordinates were scaled from a topographic map and have
 FS0791.an estimated accuracy of +/- 6 seconds.
 FS0791
 FS0791.The orthometric height was determined by differential leveling
 FS0791.and adjusted by the National Geodetic Survey in 1992..
 FS0791.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0791.rate of 1.1 thru 2.0 mm/km.
 FS0791
 FS0791.The geoid height was determined by GEOID03.
 FS0791
 FS0791.The dynamic height is computed by dividing the NAVD 88
 FS0791.geopotential number by the normal gravity value computed on the
 FS0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0791.degrees latitude (g = 980.6199 gals.).
 FS0791
 FS0791.The modeled gravity was interpolated from observed gravity values.
 FS0791
 FS0791;                    North         East    Units  Estimated Accuracy
 FS0791;SPC NV E     - 8,082,200.      237,180.      MT  (+/- 180 meters Scaled)
 FS0791
 FS0791                          SUPERSEDED SURVEY CONTROL
 FS0791
 FS0791  NGVD 29 (??/??/92) 1308.66   (m)         4293.5    (f) COMPUTED    1 2
 FS0791
 FS0791.Superseded values are not recommended for survey control.
 FS0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0791.See file dsdata.txt to determine how the superseded data were derived.
 FS0791
 FS0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV656289(NAD 83)
 FS0791_MARKER: DB = BENCH MARK DISK
 FS0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0791_STAMPING: L 110 1934
 FS0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0791+STABILITY: SURFACE MOTION
 FS0791
 FS0791  HISTORY     - Date     Condition        Report By
 FS0791  HISTORY     - 1934     MONUMENTED       CGS
 FS0791  HISTORY     - 1949     GOOD             NGS
 FS0791  HISTORY     - 1981     MARK NOT FOUND   USGS
 FS0791
 FS0791                          STATION DESCRIPTION
 FS0791
 FS0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0791'5.5 MI E FROM NIPTON.
 FS0791'2.7 MILES EAST ALONG A COUNTY GRADED ROAD FROM THE UNION PACIFIC
 FS0791'RAILROAD STATION AT NIPTON, THENCE 2.8 MILES EAST ALONG NEVADA
 FS0791'STATE HIGHWAY 68, 0.25 MILE EAST OF THE JUNCTION OF A DIRT
 FS0791'ROAD LEADING NORTH TO THE SUPRISE MINE, ABOUT 35 YARDS NORTH
 FS0791'OF THE BASE OF A ROCK CLIFF, 29 FEET SOUTH OF THE CENTER LINE
 FS0791'OF THE HIGHWAY, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 FS0791'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 FS0791
 FS0791                          STATION RECOVERY (1981)
 FS0791
 FS0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FS0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0124 ***********************************************************************
 HP0124  DESIGNATION -  L 115
 HP0124  PID         -  HP0124
 HP0124  STATE/COUNTY-  NV/LINCOLN
 HP0124  USGS QUAD   -  SEAMAN WASH (1980)
 HP0124
 HP0124                         *CURRENT SURVEY CONTROL
 HP0124  ___________________________________________________________________
 HP0124* NAD 83(1986)-  37 47 18.     (N)    115 10 26.     (W)     SCALED    
 HP0124* NAVD 88     -      1423.313  (meters)    4669.65   (feet)  ADJUSTED  
 HP0124  ___________________________________________________________________
 HP0124  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 HP0124  DYNAMIC HT  -        1421.776 (meters)    4664.61  (feet)  COMP
 HP0124  MODELED GRAV-     979,500.4   (mgal)                       NAVD 88
 HP0124
 HP0124  VERT ORDER  -  SECOND    CLASS 0
 HP0124
 HP0124.The horizontal coordinates were scaled from a topographic map and have
 HP0124.an estimated accuracy of +/- 6 seconds.
 HP0124
 HP0124.The orthometric height was determined by differential leveling
 HP0124.and adjusted by the National Geodetic Survey in June 1991..
 HP0124
 HP0124.The geoid height was determined by GEOID03.
 HP0124
 HP0124.The dynamic height is computed by dividing the NAVD 88
 HP0124.geopotential number by the normal gravity value computed on the
 HP0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0124.degrees latitude (g = 980.6199 gals.).
 HP0124
 HP0124.The modeled gravity was interpolated from observed gravity values.
 HP0124
 HP0124;                    North         East    Units  Estimated Accuracy
 HP0124;SPC NV E     - 8,337,190.      236,060.      MT  (+/- 180 meters Scaled)
 HP0124
 HP0124                          SUPERSEDED SURVEY CONTROL
 HP0124
 HP0124  NGVD 29 (??/??/92) 1422.319  (m)         4666.39   (f) ADJ UNCH    2 0
 HP0124
 HP0124.Superseded values are not recommended for survey control.
 HP0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0124.See file dsdata.txt to determine how the superseded data were derived.
 HP0124
 HP0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB607839(NAD 83)
 HP0124_MARKER: DB = BENCH MARK DISK
 HP0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0124_STAMPING: L 115 1934
 HP0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0124+STABILITY: SURFACE MOTION
 HP0124
 HP0124  HISTORY     - Date     Condition        Report By
 HP0124  HISTORY     - 1934     MONUMENTED       CGS
 HP0124  HISTORY     - 1970     GOOD             USGS
 HP0124
 HP0124                          STATION DESCRIPTION
 HP0124
 HP0124'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HP0124'23.2 MI NW FROM HIKO.
 HP0124'ABOUT 18.7 MILES NORTH ON NEVADA HIGHWAY 38 FROM THE JUNCTION OF U. S.
 HP0124'HIGHWAY 93 AND NEVADA HIGHWAY 38.  THENCE 4.5 MILES NORTHWEST ALONG
 HP0124'THE OLD ABANDONED ROAD UP SEAMANS WASH.  AT THE FOOT OF THE EAST WALL
 HP0124'OF A GULCH AND 40 FEET EAST OF THE CENTER LINE OF THE OLD ROAD. A
 HP0124'STANDARD DISK STAMPED L 115 1934 AND SET IN THE TOP OF A CONCRETE
 HP0124'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0099 ***********************************************************************
 JP0099  DESIGNATION -  L 116
 JP0099  PID         -  JP0099
 JP0099  STATE/COUNTY-  NV/NYE
 JP0099  USGS QUAD   -  SUNNYSIDE NW (1969)
 JP0099
 JP0099                         *CURRENT SURVEY CONTROL
 JP0099  ___________________________________________________________________
 JP0099* NAD 83(1986)-  38 22 30.     (N)    115 10 04.     (W)     SCALED    
 JP0099* NAVD 88     -      1591.820  (meters)    5222.50   (feet)  ADJUSTED  
 JP0099  ___________________________________________________________________
 JP0099  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 JP0099  DYNAMIC HT  -        1590.108 (meters)    5216.88  (feet)  COMP
 JP0099  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 JP0099
 JP0099  VERT ORDER  -  SECOND    CLASS 0
 JP0099
 JP0099.The horizontal coordinates were scaled from a topographic map and have
 JP0099.an estimated accuracy of +/- 6 seconds.
 JP0099
 JP0099.The orthometric height was determined by differential leveling
 JP0099.and adjusted by the National Geodetic Survey in June 1991..
 JP0099
 JP0099.The geoid height was determined by GEOID03.
 JP0099
 JP0099.The dynamic height is computed by dividing the NAVD 88
 JP0099.geopotential number by the normal gravity value computed on the
 JP0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0099.degrees latitude (g = 980.6199 gals.).
 JP0099
 JP0099.The modeled gravity was interpolated from observed gravity values.
 JP0099
 JP0099;                    North         East    Units  Estimated Accuracy
 JP0099;SPC NV C     - 6,403,290.      630,970.      MT  (+/- 180 meters Scaled)
 JP0099
 JP0099                          SUPERSEDED SURVEY CONTROL
 JP0099
 JP0099  NGVD 29 (??/??/92) 1590.712  (m)         5218.86   (f) ADJ UNCH    2 0
 JP0099
 JP0099.Superseded values are not recommended for survey control.
 JP0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0099.See file dsdata.txt to determine how the superseded data were derived.
 JP0099
 JP0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC600490(NAD 83)
 JP0099_MARKER: DB = BENCH MARK DISK
 JP0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0099_STAMPING: L 116
 JP0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0099+STABILITY: SURFACE MOTION
 JP0099
 JP0099  HISTORY     - Date     Condition        Report By
 JP0099  HISTORY     - UNK      MONUMENTED       CGS
 JP0099  HISTORY     - 1969     GOOD             USGS
 JP0099
 JP0099                          STATION DESCRIPTION
 JP0099
 JP0099'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JP0099'38.8 MI S FROM PRESTON.
 JP0099'IN NYE COUNTY, ABOUT 38.8 MILES SOUTH ALONG THE ROAD LEADING TO ADAVEN
 JP0099'(SHARP) FROM PRESTON, WHITE PINE COUNTY, ABOUT 2 MILES SOUTHWEST OF
 JP0099'HOT CREEK CAMPGROUND, ON THE WEST SIDE AND NEAR THE NORTH END OF A
 JP0099'PROMINENT MOUNTAIN, ON THE ROAD TO FOREST MOON RANCH, ABOUT 1 MILE
 JP0099'SOUTH OF THE MAIN ROAD TO ADAVEN, ABOUT 0.6 MILE NORTH OF THE GATE TO
 JP0099'RANCH HEADQUARTERS, AND 40 FEET EAST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1268 ***********************************************************************
 GR1268  DESIGNATION -  L 117
 GR1268  PID         -  GR1268
 GR1268  STATE/COUNTY-  NV/CLARK
 GR1268  USGS QUAD   -  QUARTZ PEAK NW (1982)
 GR1268
 GR1268                         *CURRENT SURVEY CONTROL
 GR1268  ___________________________________________________________________
 GR1268* NAD 83(1986)-  36 57 16.     (N)    115 37 45.     (W)     SCALED    
 GR1268* NAVD 88     -      1148.598  (meters)    3768.36   (feet)  ADJUSTED  
 GR1268  ___________________________________________________________________
 GR1268  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 GR1268  DYNAMIC HT  -        1147.357 (meters)    3764.29  (feet)  COMP
 GR1268  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 GR1268
 GR1268  VERT ORDER  -  SECOND    CLASS 0
 GR1268
 GR1268.The horizontal coordinates were scaled from a topographic map and have
 GR1268.an estimated accuracy of +/- 6 seconds.
 GR1268
 GR1268.The orthometric height was determined by differential leveling
 GR1268.and adjusted by the National Geodetic Survey in June 1991..
 GR1268
 GR1268.The geoid height was determined by GEOID03.
 GR1268
 GR1268.The dynamic height is computed by dividing the NAVD 88
 GR1268.geopotential number by the normal gravity value computed on the
 GR1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1268.degrees latitude (g = 980.6199 gals.).
 GR1268
 GR1268.The modeled gravity was interpolated from observed gravity values.
 GR1268
 GR1268;                    North         East    Units  Estimated Accuracy
 GR1268;SPC NV E     - 8,244,570.      195,920.      MT  (+/- 180 meters Scaled)
 GR1268
 GR1268                          SUPERSEDED SURVEY CONTROL
 GR1268
 GR1268  NGVD 29 (??/??/92) 1147.703  (m)         3765.42   (f) ADJ UNCH    2 0
 GR1268
 GR1268.Superseded values are not recommended for survey control.
 GR1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1268.See file dsdata.txt to determine how the superseded data were derived.
 GR1268
 GR1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA220906(NAD 83)
 GR1268_MARKER: DB = BENCH MARK DISK
 GR1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1268_STAMPING: L 117 1934
 GR1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1268+STABILITY: SURFACE MOTION
 GR1268
 GR1268  HISTORY     - Date     Condition        Report By
 GR1268  HISTORY     - 1934     MONUMENTED       CGS
 GR1268
 GR1268                          STATION DESCRIPTION
 GR1268
 GR1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GR1268'28 MI S FROM GROOM.
 GR1268'ABOUT 37 FT. EAST OF CENTER-LINE OF ROAD RUNNING FROM GROOM TO INDIAN
 GR1268'SPRINGS.  A STANDARD U.S. COAST AND GEODETIC SURVEY STANDARD DISK,
 GR1268'STAMPED L 117 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0062 ***********************************************************************
 JP0062  DESIGNATION -  L 118
 JP0062  PID         -  JP0062
 JP0062  STATE/COUNTY-  NV/WHITE PINE
 JP0062  USGS QUAD   -  BADGER HOLE SPRING (1978)
 JP0062
 JP0062                         *CURRENT SURVEY CONTROL
 JP0062  ___________________________________________________________________
 JP0062* NAD 83(1986)-  38 57 07.     (N)    115 07 49.     (W)     SCALED    
 JP0062* NAVD 88     -      1802.054  (meters)    5912.24   (feet)  ADJUSTED  
 JP0062  ___________________________________________________________________
 JP0062  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 JP0062  DYNAMIC HT  -        1800.149 (meters)    5905.99  (feet)  COMP
 JP0062  MODELED GRAV-     979,506.8   (mgal)                       NAVD 88
 JP0062
 JP0062  VERT ORDER  -  FIRST     CLASS II
 JP0062
 JP0062.The horizontal coordinates were scaled from a topographic map and have
 JP0062.an estimated accuracy of +/- 6 seconds.
 JP0062
 JP0062.The orthometric height was determined by differential leveling
 JP0062.and adjusted by the National Geodetic Survey in June 1991..
 JP0062
 JP0062.The geoid height was determined by GEOID03.
 JP0062
 JP0062.The dynamic height is computed by dividing the NAVD 88
 JP0062.geopotential number by the normal gravity value computed on the
 JP0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0062.degrees latitude (g = 980.6199 gals.).
 JP0062
 JP0062.The modeled gravity was interpolated from observed gravity values.
 JP0062
 JP0062;                    North         East    Units  Estimated Accuracy
 JP0062;SPC NV E     - 8,466,360.      239,270.      MT  (+/- 180 meters Scaled)
 JP0062
 JP0062                          SUPERSEDED SURVEY CONTROL
 JP0062
 JP0062  NGVD 29 (??/??/92) 1800.845  (m)         5908.27   (f) ADJ UNCH    1 2
 JP0062
 JP0062.Superseded values are not recommended for survey control.
 JP0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0062.See file dsdata.txt to determine how the superseded data were derived.
 JP0062
 JP0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD620131(NAD 83)
 JP0062_MARKER: DB = BENCH MARK DISK
 JP0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0062_STAMPING: L 118 1934
 JP0062_MARK LOGO: CGS   
 JP0062_PROJECTION: PROJECTING 20 CENTIMETERS
 JP0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0062+STABILITY: SURFACE MOTION
 JP0062
 JP0062  HISTORY     - Date     Condition        Report By
 JP0062  HISTORY     - 1934     MONUMENTED       CGS
 JP0062  HISTORY     - 1937     GOOD             NGS
 JP0062  HISTORY     - 1984     GOOD             NGS
 JP0062
 JP0062                          STATION DESCRIPTION
 JP0062
 JP0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0062'5 MI NW FROM PRESTON.
 JP0062'ABOUT 5 MILES NORTHWEST ALONG THE ROAD LEADING TO THE BARNES RANCH
 JP0062'FROM PRESTON, WHITE PINE COUNTY, ABOUT 1 MILE NORTHEAST OF THE BARNES
 JP0062'RANCH, AT A NORTH-AND-SOUTH ROAD CROSSING, ABOUT 102 FEET NORTH OF THE
 JP0062'MAIN ROAD, ABOUT 47.5 FEET EAST OF THE CENTER LINE OF THE
 JP0062'NORTH-AND-SOUTH ROAD, AND 34 FEET WEST OF THE CORNER OF SECTIONS 28,
 JP0062'29, AND 33, T. 12 AND 13 N., R. 61 E. A STANDARD DISK, STAMPED L 118
 JP0062'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JP0062
 JP0062                          STATION RECOVERY (1937)
 JP0062
 JP0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 JP0062'RECOVERED IN GOOD CONDITION.
 JP0062
 JP0062                          STATION RECOVERY (1984)
 JP0062
 JP0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JP0062'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JP0062'40.1 KM (24.9 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0062'STATE HIGHWAY 379 AT CURRANT, THENCE 0.3 KM (0.2 MI) NORTHEAST ALONG A
 JP0062'DIRT ROAD, THENCE 1.8 KM (1.15 MI) SOUTHEAST ALONG A DIRT ROAD, IN THE
 JP0062'NORTHEAST CORNER OF THE T JUNCTION OF A TRACK ROAD LEADING NORTH,
 JP0062'31.1 METERS (102 FT) NORTHEAST OF THE CENTER OF THE ROAD, 14.3 METERS
 JP0062'(47.5 FT) EAST OF THE CENTER OF A TRACK ROAD AND 10.3 METERS (34 FT)
 JP0062'WEST OF A SECTION CORNER.
 JP0062'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 JP0062'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0545 ***********************************************************************
 JR0545  DESIGNATION -  L 119
 JR0545  PID         -  JR0545
 JR0545  STATE/COUNTY-  NV/DOUGLAS
 JR0545  USGS QUAD   -  GARDNERVILLE (1982)
 JR0545
 JR0545                         *CURRENT SURVEY CONTROL
 JR0545  ___________________________________________________________________
 JR0545* NAD 83(1986)-  38 54 06.     (N)    119 42 14.     (W)     SCALED    
 JR0545* NAVD 88     -      1480.34   (+/-2cm)    4856.7    (feet)  VERTCON   
 JR0545  ___________________________________________________________________
 JR0545  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 JR0545
 JR0545  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0545
 JR0545.The horizontal coordinates were scaled from a topographic map and have
 JR0545.an estimated accuracy of +/- 6 seconds.
 JR0545
 JR0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0545.The vertical order pertains to the NGVD 29 superseded value.
 JR0545
 JR0545.The geoid height was determined by GEOID03.
 JR0545
 JR0545;                    North         East    Units  Estimated Accuracy
 JR0545;SPC NV W     - 4,461,280.      702,800.      MT  (+/- 180 meters Scaled)
 JR0545
 JR0545                          SUPERSEDED SURVEY CONTROL
 JR0545
 JR0545  NGVD 29 (??/??/92) 1479.206  (m)         4853.03   (f) ADJ UNCH    2 0
 JR0545
 JR0545.Superseded values are not recommended for survey control.
 JR0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0545.See file dsdata.txt to determine how the superseded data were derived.
 JR0545
 JR0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD655093(NAD 83)
 JR0545_MARKER: DB = BENCH MARK DISK
 JR0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0545_STAMPING: L 119 1934
 JR0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0545+STABILITY: SURFACE MOTION
 JR0545
 JR0545  HISTORY     - Date     Condition        Report By
 JR0545  HISTORY     - 1934     MONUMENTED       CGS
 JR0545  HISTORY     - 1951     GOOD             NGS
 JR0545
 JR0545                          STATION DESCRIPTION
 JR0545
 JR0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0545'4 MI SE FROM GARDNERVILLE.
 JR0545'ABOUT 4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE DOUGLAS
 JR0545'COUNTY HIGH SCHOOL, AT A T JUNCTION OF A PRIVATE ROAD LEADING
 JR0545'NORTHEAST TO A RANCH HOUSE, 43 FEET NORTHWEST OF THE CENTER LINE OF
 JR0545'THE PRIVATE ROAD, 37.4 FEET NORTHEAST OF THE CENTER LINE OF THE
 JR0545'HIGHWAY, 29 1/2 FEET NORTHWEST OF POWER LINE POLE NO. 7808, 2.4 FEET
 JR0545'SOUTHWEST OF A FENCE, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT ONE
 JR0545'FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JR0545'PROJECTING 0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0879 ***********************************************************************
 KR0879  DESIGNATION -  L 12
 KR0879  PID         -  KR0879
 KR0879  STATE/COUNTY-  NV/LYON
 KR0879  USGS QUAD   -  HINKSON SLOUGH (1987)
 KR0879
 KR0879                         *CURRENT SURVEY CONTROL
 KR0879  ___________________________________________________________________
 KR0879* NAD 83(1986)-  39 01 36.     (N)    119 05 49.     (W)     SCALED    
 KR0879* NAVD 88     -      1327.51   (+/-2cm)    4355.3    (feet)  VERTCON   
 KR0879  ___________________________________________________________________
 KR0879  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 KR0879
 KR0879  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0879
 KR0879.The horizontal coordinates were scaled from a topographic map and have
 KR0879.an estimated accuracy of +/- 6 seconds.
 KR0879
 KR0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0879.The vertical order pertains to the NGVD 29 superseded value.
 KR0879
 KR0879.The geoid height was determined by GEOID03.
 KR0879
 KR0879;                    North         East    Units  Estimated Accuracy
 KR0879;SPC NV W     - 4,474,680.      755,530.      MT  (+/- 180 meters Scaled)
 KR0879
 KR0879                          SUPERSEDED SURVEY CONTROL
 KR0879
 KR0879  NGVD 29 (??/??/92) 1326.49   (m)         4352.0    (f) COMPUTED    2 0
 KR0879
 KR0879.Superseded values are not recommended for survey control.
 KR0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0879.See file dsdata.txt to determine how the superseded data were derived.
 KR0879
 KR0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD184218(NAD 83)
 KR0879_MARKER: DD = SURVEY DISK
 KR0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0879_STAMPING: 1. 12. 1.
 KR0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0879+STABILITY: SURFACE MOTION
 KR0879
 KR0879  HISTORY     - Date     Condition        Report By
 KR0879  HISTORY     - UNK      MONUMENTED       CGS
 KR0879  HISTORY     - 1951     GOOD             NGS
 KR0879  HISTORY     - 1984     GOOD             USGS
 KR0879  HISTORY     - 1984     MARK NOT FOUND   USGS
 KR0879
 KR0879                          STATION DESCRIPTION
 KR0879
 KR0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0879'6.1 MI NE FROM YERINGTON.
 KR0879'6.1 MILES NORTHEAST ALONG U. S. HIGHWAY 95 FROM THE COURTHOUSE IN
 KR0879'YERINGTON, 0.2 MILES EAST OF A WHITE FARM HOUSE, AT A T JUNCTION OF
 KR0879'THE ROAD, 38.5 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAY
 KR0879'AND A GRAVEL ROAD LEADING NORTH, 10.5 FEET EAST OF THE EAST END OF A
 KR0879'WIRE GATE, 1.5 FEET EAST OF A WITNESS POST, 1.2 FEET NORTH OF A FENCE
 KR0879'LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FEET ABOVE
 KR0879'THE GROUND.
 KR0879
 KR0879                          STATION RECOVERY (1984)
 KR0879
 KR0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0879'6.1 MILES NORTHEAST ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE AT
 KR0879'YERINGTON, 2.9 MILES NORTHEAST ALONG U.S.HIGHWAY 95 FROM THE
 KR0879'COURTHOUSE AT YERINGTON, LYON COUNTY, THENCE 3.2 MILES NORTHEAST
 KR0879'ALONG PAVED ROAD (OLD HIGHWAY 95). 0.2 MILE EAST OF A WHITE
 KR0879'FARMHOUSE, AT THE T-JUNCTION OF A GRAVEL ROAD LEADING NORTH, 38.5
 KR0879'FEET SOUTH OF THE CENTER OF THE JUCNTION, 10.5 FEET EAST OF THE EAST
 KR0879'END OF A WIRE GATE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 KR0879'1.2 FEET NORTH OF A FENCE LINE. A STATE SURVEY STANDARD DISK, STAMPED
 KR0879''1 12 1' AND SET IN THE TOP OF A CONCRETE POST. PROJECTING 0.8 FOOT
 KR0879'ABOVE THE GROUND.
 KR0879
 KR0879                          STATION RECOVERY (1984)
 KR0879
 KR0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0772 ***********************************************************************
 JR0772  DESIGNATION -  L 12
 JR0772  PID         -  JR0772
 JR0772  STATE/COUNTY-  NV/MINERAL
 JR0772  USGS QUAD   -  LUNING (1980)
 JR0772
 JR0772                         *CURRENT SURVEY CONTROL
 JR0772  ___________________________________________________________________
 JR0772* NAD 83(1986)-  38 31 55.     (N)    118 13 38.     (W)     SCALED    
 JR0772* NAVD 88     -      1389.38   (+/-2cm)    4558.3    (feet)  VERTCON   
 JR0772  ___________________________________________________________________
 JR0772  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 JR0772
 JR0772  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0772
 JR0772.The horizontal coordinates were scaled from a topographic map and have
 JR0772.an estimated accuracy of +/- 6 seconds.
 JR0772
 JR0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0772.The vertical order pertains to the NGVD 29 superseded value.
 JR0772
 JR0772.The geoid height was determined by GEOID03.
 JR0772
 JR0772;                    North         East    Units  Estimated Accuracy
 JR0772;SPC NV W     - 4,419,700.      831,050.      MT  (+/- 180 meters Scaled)
 JR0772
 JR0772                          SUPERSEDED SURVEY CONTROL
 JR0772
 JR0772  NGVD 29 (??/??/92) 1388.241  (m)         4554.59   (f) ADJ UNCH    1 2
 JR0772
 JR0772.Superseded values are not recommended for survey control.
 JR0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0772.See file dsdata.txt to determine how the superseded data were derived.
 JR0772
 JR0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC930655(NAD 83)
 JR0772_MARKER: P = PIPE CAP
 JR0772_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0772_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0772_STAMPING: L 12 1907 4554.637
 JR0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0772
 JR0772  HISTORY     - Date     Condition        Report By
 JR0772  HISTORY     - 1907     MONUMENTED       USGS
 JR0772  HISTORY     - 1953     GOOD             NGS
 JR0772  HISTORY     - 1985     GOOD             NGS
 JR0772
 JR0772                          STATION DESCRIPTION
 JR0772
 JR0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0772'3.2 MI NW FROM LUNING.
 JR0772'3.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0772'FROM THE STATION AT LUNING, ONE POLE SOUTHEAST OF MILEPOLE 405,
 JR0772'35.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 9 1/2 FEET WEST OF
 JR0772'A TELEPHONE POLE, 1.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 JR0772'1/2 FOOT HIGHER THAN THE TRACK, AND RIVETED ON TOP OF A 3
 JR0772'1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
 JR0772
 JR0772                          STATION RECOVERY (1985)
 JR0772
 JR0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JR0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0881 ***********************************************************************
 KR0881  DESIGNATION -  L 12 A
 KR0881  PID         -  KR0881
 KR0881  STATE/COUNTY-  NV/LYON
 KR0881  USGS QUAD   -  HINKSON SLOUGH (1987)
 KR0881
 KR0881                         *CURRENT SURVEY CONTROL
 KR0881  ___________________________________________________________________
 KR0881* NAD 83(1986)-  39 01 36.     (N)    119 05 35.     (W)     SCALED    
 KR0881* NAVD 88     -      1328.02   (+/-2cm)    4357.0    (feet)  VERTCON   
 KR0881  ___________________________________________________________________
 KR0881  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 KR0881
 KR0881  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0881
 KR0881.The horizontal coordinates were scaled from a topographic map and have
 KR0881.an estimated accuracy of +/- 6 seconds.
 KR0881
 KR0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0881.The vertical order pertains to the NGVD 29 superseded value.
 KR0881
 KR0881.The geoid height was determined by GEOID03.
 KR0881
 KR0881;                    North         East    Units  Estimated Accuracy
 KR0881;SPC NV W     - 4,474,680.      755,870.      MT  (+/- 180 meters Scaled)
 KR0881
 KR0881                          SUPERSEDED SURVEY CONTROL
 KR0881
 KR0881  NGVD 29 (??/??/92) 1327.00   (m)         4353.7    (f) COMPUTED    2 0
 KR0881
 KR0881.Superseded values are not recommended for survey control.
 KR0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0881.See file dsdata.txt to determine how the superseded data were derived.
 KR0881
 KR0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD188218(NAD 83)
 KR0881_MARKER: DD = SURVEY DISK
 KR0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0881_STAMPING: 1. 12. 2.
 KR0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0881+STABILITY: SURFACE MOTION
 KR0881
 KR0881  HISTORY     - Date     Condition        Report By
 KR0881  HISTORY     - UNK      MONUMENTED       CGS
 KR0881  HISTORY     - 1951     GOOD             NGS
 KR0881
 KR0881                          STATION DESCRIPTION
 KR0881
 KR0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0881'6.3 MI NE FROM YERINGTON.
 KR0881'6.3 MILES NORTHEAST ALONG U. S. HIGHWAY 95 FROM THE COURTHOUSE IN
 KR0881'YERINGTON, ABOUT 120 FEET EAST OF BENCH MARK U 202, 102 FEET NORTHEAST
 KR0881'OF THE NORTHEAST CORNER OF A WHITE FARM HOUSE, 50 FEET EAST OF POWER
 KR0881'LINE POLE NO. 29604, 38 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 KR0881'HIGHWAY, 1.7 FEET NORTH OF A WIRE FENCE, AND SET IN THE TOP OF A
 KR0881'CONCRETE POST PROJECTING 0.7 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0413 ***********************************************************************
 JR0413  DESIGNATION -  L 120
 JR0413  PID         -  JR0413
 JR0413  STATE/COUNTY-  NV/LYON
 JR0413  USGS QUAD   -  NYE CANYON (1988)
 JR0413
 JR0413                         *CURRENT SURVEY CONTROL
 JR0413  ___________________________________________________________________
 JR0413* NAD 83(1986)-  38 36 04.     (N)    119 14 07.     (W)     SCALED    
 JR0413* NAVD 88     -      1837.27   (+/-2cm)    6027.8    (feet)  VERTCON   
 JR0413  ___________________________________________________________________
 JR0413  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 JR0413
 JR0413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0413
 JR0413.The horizontal coordinates were scaled from a topographic map and have
 JR0413.an estimated accuracy of +/- 6 seconds.
 JR0413
 JR0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0413.The vertical order pertains to the NGVD 29 superseded value.
 JR0413
 JR0413.The geoid height was determined by GEOID03.
 JR0413
 JR0413;                    North         East    Units  Estimated Accuracy
 JR0413;SPC NV W     - 4,427,520.      743,210.      MT  (+/- 180 meters Scaled)
 JR0413
 JR0413                          SUPERSEDED SURVEY CONTROL
 JR0413
 JR0413  NGVD 29 (??/??/92) 1835.988  (m)         6023.57   (f) ADJ UNCH    2 0
 JR0413
 JR0413.Superseded values are not recommended for survey control.
 JR0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0413.See file dsdata.txt to determine how the superseded data were derived.
 JR0413
 JR0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC053748(NAD 83)
 JR0413_MARKER: DB = BENCH MARK DISK
 JR0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0413_STAMPING: L 120 1934
 JR0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0413+STABILITY: SURFACE MOTION
 JR0413
 JR0413  HISTORY     - Date     Condition        Report By
 JR0413  HISTORY     - 1934     MONUMENTED       CGS
 JR0413  HISTORY     - 1949     GOOD             NGS
 JR0413
 JR0413                          STATION DESCRIPTION
 JR0413
 JR0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JR0413'14.1 MI S FROM WELLINGTON.
 JR0413'14.1 MILES SOUTH ALONG STATE HIGHWAY 22 FROM WELLINGTON, LYON
 JR0413'COUNTY, 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND NEAR
 JR0413'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 120 1934
 JR0413'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0255 ***********************************************************************
 JP0255  DESIGNATION -  L 121
 JP0255  PID         -  JP0255
 JP0255  STATE/COUNTY-  NV/NYE
 JP0255  USGS QUAD   -  DUCKWATER (1990)
 JP0255
 JP0255                         *CURRENT SURVEY CONTROL
 JP0255  ___________________________________________________________________
 JP0255* NAD 83(1986)-  38 52 37.     (N)    115 39 09.     (W)     SCALED    
 JP0255* NAVD 88     -      1591.017  (meters)    5219.86   (feet)  ADJUSTED  
 JP0255  ___________________________________________________________________
 JP0255  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 JP0255  DYNAMIC HT  -        1589.367 (meters)    5214.45  (feet)  COMP
 JP0255  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 JP0255
 JP0255  VERT ORDER  -  SECOND    CLASS 0
 JP0255
 JP0255.The horizontal coordinates were scaled from a topographic map and have
 JP0255.an estimated accuracy of +/- 6 seconds.
 JP0255
 JP0255.The orthometric height was determined by differential leveling
 JP0255.and adjusted by the National Geodetic Survey in June 1991..
 JP0255
 JP0255.The geoid height was determined by GEOID03.
 JP0255
 JP0255.The dynamic height is computed by dividing the NAVD 88
 JP0255.geopotential number by the normal gravity value computed on the
 JP0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0255.degrees latitude (g = 980.6199 gals.).
 JP0255
 JP0255.The modeled gravity was interpolated from observed gravity values.
 JP0255
 JP0255;                    North         East    Units  Estimated Accuracy
 JP0255;SPC NV C     - 6,458,430.      588,000.      MT  (+/- 180 meters Scaled)
 JP0255
 JP0255                          SUPERSEDED SURVEY CONTROL
 JP0255
 JP0255  NGVD 29 (??/??/92) 1589.845  (m)         5216.02   (f) ADJ UNCH    2 0
 JP0255
 JP0255.Superseded values are not recommended for survey control.
 JP0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0255.See file dsdata.txt to determine how the superseded data were derived.
 JP0255
 JP0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD168039(NAD 83)
 JP0255_MARKER: DB = BENCH MARK DISK
 JP0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0255_STAMPING: L 121 1934
 JP0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0255+STABILITY: SURFACE MOTION
 JP0255
 JP0255  HISTORY     - Date     Condition        Report By
 JP0255  HISTORY     - 1934     MONUMENTED       CGS
 JP0255  HISTORY     - 1963     GOOD             USGS
 JP0255
 JP0255                          STATION DESCRIPTION
 JP0255
 JP0255'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JP0255'1.9 MI S FROM DUCKWATER.
 JP0255'1.9 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JP0255'DUCKWATER, NYE COUNTY DUCKWATER SCHOOL, 2.2 MILES SOUTH AND EAST OF
 JP0255'ALONG STATE HIGHWAY 20.  42 FEET SOUTH AND 4 FEET ABOVE CENTERLINE OF
 JP0255'THE HIGHWAY.  A STANDARD DISK, STAMPED L 121 1934 AND SET IN THE TOP
 JP0255'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0280 ***********************************************************************
 KQ0280  DESIGNATION -  L 126
 KQ0280  PID         -  KQ0280
 KQ0280  STATE/COUNTY-  NV/NYE
 KQ0280  USGS QUAD   -  EAST OF MILLETT RANC (1988)
 KQ0280
 KQ0280                         *CURRENT SURVEY CONTROL
 KQ0280  ___________________________________________________________________
 KQ0280* NAD 83(1986)-  39 07 00.     (N)    117 06 27.     (W)     SCALED    
 KQ0280* NAVD 88     -      1693.313  (meters)    5555.48   (feet)  ADJUSTED  
 KQ0280  ___________________________________________________________________
 KQ0280  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 KQ0280  DYNAMIC HT  -        1691.560 (meters)    5549.73  (feet)  COMP
 KQ0280  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 KQ0280
 KQ0280  VERT ORDER  -  SECOND    CLASS 0
 KQ0280
 KQ0280.The horizontal coordinates were scaled from a topographic map and have
 KQ0280.an estimated accuracy of +/- 6 seconds.
 KQ0280
 KQ0280.The orthometric height was determined by differential leveling
 KQ0280.and adjusted by the National Geodetic Survey in June 1991..
 KQ0280
 KQ0280.The geoid height was determined by GEOID03.
 KQ0280
 KQ0280.The dynamic height is computed by dividing the NAVD 88
 KQ0280.geopotential number by the normal gravity value computed on the
 KQ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0280.degrees latitude (g = 980.6199 gals.).
 KQ0280
 KQ0280.The modeled gravity was interpolated from observed gravity values.
 KQ0280
 KQ0280;                    North         East    Units  Estimated Accuracy
 KQ0280;SPC NV C     - 6,484,640.      461,880.      MT  (+/- 180 meters Scaled)
 KQ0280
 KQ0280                          SUPERSEDED SURVEY CONTROL
 KQ0280
 KQ0280  NGVD 29 (??/??/92) 1692.098  (m)         5551.49   (f) ADJ UNCH    2 0
 KQ0280
 KQ0280.Superseded values are not recommended for survey control.
 KQ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0280.See file dsdata.txt to determine how the superseded data were derived.
 KQ0280
 KQ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD907297(NAD 83)
 KQ0280_MARKER: DB = BENCH MARK DISK
 KQ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0280_STAMPING: L 126 1934
 KQ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0280+STABILITY: SURFACE MOTION
 KQ0280
 KQ0280  HISTORY     - Date     Condition        Report By
 KQ0280  HISTORY     - 1934     MONUMENTED       CGS
 KQ0280  HISTORY     - 1955     GOOD             USGS
 KQ0280  HISTORY     - 1984     GOOD             USGS
 KQ0280
 KQ0280                          STATION DESCRIPTION
 KQ0280
 KQ0280'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0280'33.8 MI SE FROM AUSTIN.
 KQ0280'ABOUT 11.8 MILES E. ALONG U.S. HIGHWAY 50 FROM LANDER COUNTY
 KQ0280'COURTHOUSE IN AUSTIN, THENCE 13.8 MILES S. ALONG STATE HIGHWAY 8A,
 KQ0280'THENCE LEFT AND ALONG AN ABANDONED SECTION OF THE HIGHWAY 8.2 MILES.
 KQ0280'ABOUT 2.0 MILES NORTH OF THE OLD GENDRON RANCH AND 24 FT. WEST OF THE
 KQ0280'OLD HIGHWAY.  A STANDARD DISK STAMPED L 126 1934 SET IN THE TOP OF A
 KQ0280'CONCRETE POST PROJECTING 0.9 FT.
 KQ0280
 KQ0280                          STATION RECOVERY (1984)
 KQ0280
 KQ0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KQ0280'FROM THE COUNTY COURTHOUSE IN AUSTIN, 11.8 MILES SOUTHEAST ON U.S. 50
 KQ0280'TO JUNCTION WITH NEVADA 376. SOUTH ON NEVADA 376 FOR 21.3 MILES TO
 KQ0280'T-ROAD EAST. EAST ON GRAVEL ROAD FOR 0.3 MILES TO CROSS ROADS WITH
 KQ0280'OLD HIGHWAY. SOUTH ON OLD HIGHWAY FOR 0.6 MILES TO BM. TABLET IS 21
 KQ0280'FEET WEST OF CENTERLINE OF OLD HIGHWAY. BENCH MARK IS A STANDARD DISK
 KQ0280'STAMPED, 'L 126 1934' AND SET IN THE TOP OF A CEMENT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0105 ***********************************************************************
 JQ0105  DESIGNATION -  L 127
 JQ0105  PID         -  JQ0105
 JQ0105  STATE/COUNTY-  NV/NYE
 JQ0105  USGS QUAD   -  BELMONT WEST (1980)
 JQ0105
 JQ0105                         *CURRENT SURVEY CONTROL
 JQ0105  ___________________________________________________________________
 JQ0105* NAD 83(1986)-  38 31 22.     (N)    116 58 54.     (W)     SCALED    
 JQ0105* NAVD 88     -      2083.483  (meters)    6835.56   (feet)  ADJUSTED  
 JQ0105  ___________________________________________________________________
 JQ0105  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 JQ0105  DYNAMIC HT  -        2081.114 (meters)    6827.79  (feet)  COMP
 JQ0105  MODELED GRAV-     979,416.8   (mgal)                       NAVD 88
 JQ0105
 JQ0105  VERT ORDER  -  SECOND    CLASS 0
 JQ0105
 JQ0105.The horizontal coordinates were scaled from a topographic map and have
 JQ0105.an estimated accuracy of +/- 6 seconds.
 JQ0105
 JQ0105.The orthometric height was determined by differential leveling
 JQ0105.and adjusted by the National Geodetic Survey in June 1991..
 JQ0105
 JQ0105.The geoid height was determined by GEOID03.
 JQ0105
 JQ0105.The dynamic height is computed by dividing the NAVD 88
 JQ0105.geopotential number by the normal gravity value computed on the
 JQ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0105.degrees latitude (g = 980.6199 gals.).
 JQ0105
 JQ0105.The modeled gravity was interpolated from observed gravity values.
 JQ0105
 JQ0105;                    North         East    Units  Estimated Accuracy
 JQ0105;SPC NV C     - 6,418,670.      472,530.      MT  (+/- 180 meters Scaled)
 JQ0105
 JQ0105                          SUPERSEDED SURVEY CONTROL
 JQ0105
 JQ0105  NGVD 29 (??/??/92) 2082.174  (m)         6831.27   (f) ADJ UNCH    2 0
 JQ0105
 JQ0105.Superseded values are not recommended for survey control.
 JQ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0105.See file dsdata.txt to determine how the superseded data were derived.
 JQ0105
 JQ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC015638(NAD 83)
 JQ0105_MARKER: DB = BENCH MARK DISK
 JQ0105_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0105_SP_SET: ROCK OUTCROP
 JQ0105_STAMPING: L 127 1934
 JQ0105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0105+STABILITY: POSITION/ELEVATION WELL
 JQ0105
 JQ0105  HISTORY     - Date     Condition        Report By
 JQ0105  HISTORY     - 1934     MONUMENTED       CGS
 JQ0105  HISTORY     - 1968     GOOD             NGS
 JQ0105
 JQ0105                          STATION DESCRIPTION
 JQ0105
 JQ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0105'6.0 MI E FROM MANHATTAN.
 JQ0105'ABOUT 6.0 MILES EAST ALONG THE ROAD LEADING TO BELMONT FROM THE
 JQ0105'SCHOOLHOUSE AT MANHATTAN, NYE COUNTY, ABOUT 0.6 MILE WEST OF THE EXIT
 JQ0105'FROM A WASH AND THE ENTRANCE TO A VALLEY AT A ROAD FORK, ABOUT 0.3
 JQ0105'MILE EAST OF A CABIN SOUTH OF THE ROAD, 112 FEET NORTH OF THE ROAD, IN
 JQ0105'THE TOP OF A GRAY ROCK OUTCROP, 4 FEET BELOW A PINION STUMP IN A
 JQ0105'CREVICE, AND ABOUT 3 FEET HIGHER THAN THE NORTH BANK OF A STREAM BED.
 JQ0105'A STANDARD DISK, STAMPED L 127 1934.
 JQ0105
 JQ0105                          STATION RECOVERY (1968)
 JQ0105
 JQ0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JQ0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0088 ***********************************************************************
 JQ0088  DESIGNATION -  L 128
 JQ0088  PID         -  JQ0088
 JQ0088  STATE/COUNTY-  NV/NYE
 JQ0088  USGS QUAD   -  BELMONT WEST (1980)
 JQ0088
 JQ0088                         *CURRENT SURVEY CONTROL
 JQ0088  ___________________________________________________________________
 JQ0088* NAD 83(1986)-  38 34 22.     (N)    116 54 21.     (W)     SCALED    
 JQ0088* NAVD 88     -      2099.643  (meters)    6888.58   (feet)  ADJUSTED  
 JQ0088  ___________________________________________________________________
 JQ0088  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 JQ0088  DYNAMIC HT  -        2097.231 (meters)    6880.67  (feet)  COMP
 JQ0088  MODELED GRAV-     979,404.2   (mgal)                       NAVD 88
 JQ0088
 JQ0088  VERT ORDER  -  SECOND    CLASS 0
 JQ0088
 JQ0088.The horizontal coordinates were scaled from a topographic map and have
 JQ0088.an estimated accuracy of +/- 6 seconds.
 JQ0088
 JQ0088.The orthometric height was determined by differential leveling
 JQ0088.and adjusted by the National Geodetic Survey in June 1991..
 JQ0088
 JQ0088.The geoid height was determined by GEOID03.
 JQ0088
 JQ0088.The dynamic height is computed by dividing the NAVD 88
 JQ0088.geopotential number by the normal gravity value computed on the
 JQ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0088.degrees latitude (g = 980.6199 gals.).
 JQ0088
 JQ0088.The modeled gravity was interpolated from observed gravity values.
 JQ0088
 JQ0088;                    North         East    Units  Estimated Accuracy
 JQ0088;SPC NV C     - 6,424,200.      479,160.      MT  (+/- 180 meters Scaled)
 JQ0088
 JQ0088                          SUPERSEDED SURVEY CONTROL
 JQ0088
 JQ0088  NGVD 29 (??/??/92) 2098.306  (m)         6884.19   (f) ADJ UNCH    2 0
 JQ0088
 JQ0088.Superseded values are not recommended for survey control.
 JQ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0088.See file dsdata.txt to determine how the superseded data were derived.
 JQ0088
 JQ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC082693(NAD 83)
 JQ0088_MARKER: DB = BENCH MARK DISK
 JQ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0088_STAMPING: L 128 1934
 JQ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0088+STABILITY: SURFACE MOTION
 JQ0088
 JQ0088  HISTORY     - Date     Condition        Report By
 JQ0088  HISTORY     - 1934     MONUMENTED       CGS
 JQ0088  HISTORY     - 1968     GOOD             NGS
 JQ0088
 JQ0088                          STATION DESCRIPTION
 JQ0088
 JQ0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0088'2.4 MI S FROM BELMONT.
 JQ0088'ABOUT 2.4 MILES SOUTH ALONG THE ROAD LEADING TO MANHATTAN FROM
 JQ0088'BELMONT, NYE COUNTY, ABOUT 100 YARDS NORTHEAST OF THE FIRST SHARP
 JQ0088'GRANITE OUTCROP WEST OF THE ROAD, AT A POINT WHERE THE ROAD FOLLOWS A
 JQ0088'WASH BETWEEN TWO GRANITE OUTCROPS, 62 FEET EAST OF THE CENTER LINE OF
 JQ0088'THE ROAD, AND BENEATH THE EAST SIDE OF THE OUTCROP.  A STANDARD DISK,
 JQ0088'STAMPED L 128 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JQ0088
 JQ0088                          STATION RECOVERY (1968)
 JQ0088
 JQ0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JQ0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0063 ***********************************************************************
 JQ0063  DESIGNATION -  L 129
 JQ0063  PID         -  JQ0063
 JQ0063  STATE/COUNTY-  NV/NYE
 JQ0063  USGS QUAD   -  BLUE JAY SPRING (1980)
 JQ0063
 JQ0063                         *CURRENT SURVEY CONTROL
 JQ0063  ___________________________________________________________________
 JQ0063* NAD 83(1994)-  38 29 51.90900(N)    116 16 15.75959(W)     ADJUSTED  
 JQ0063* NAVD 88     -      1683.208  (meters)    5522.32   (feet)  ADJUSTED  
 JQ0063  ___________________________________________________________________
 JQ0063  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 JQ0063  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 JQ0063  DYNAMIC HT  -        1681.365 (meters)    5516.28  (feet)  COMP
 JQ0063  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 JQ0063
 JQ0063  HORZ ORDER  -  SECOND
 JQ0063  VERT ORDER  -  SECOND    CLASS 0
 JQ0063
 JQ0063.The horizontal coordinates were established by classical geodetic methods
 JQ0063.and adjusted by the National Geodetic Survey in June 1998..
 JQ0063
 JQ0063.The orthometric height was determined by differential leveling
 JQ0063.and adjusted by the National Geodetic Survey in June 1991..
 JQ0063
 JQ0063.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0063
 JQ0063.The geoid height was determined by GEOID03.
 JQ0063
 JQ0063.The dynamic height is computed by dividing the NAVD 88
 JQ0063.geopotential number by the normal gravity value computed on the
 JQ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0063.degrees latitude (g = 980.6199 gals.).
 JQ0063
 JQ0063.The modeled gravity was interpolated from observed gravity values.
 JQ0063
 JQ0063;                    North         East     Units Scale Factor Converg.
 JQ0063;SPC NV C     - 6,415,923.385   534,508.914   MT  0.99991466   +0 14 46.6
 JQ0063;SPC NV C     -21,049,575.31  1,753,634.66   sFT  0.99991466   +0 14 46.6
 JQ0063;SPC NV E     - 8,416,073.327   140,012.875   MT  0.99994430   -0 25 41.2
 JQ0063;SPC NV E     -27,611,733.91    459,358.91   sFT  0.99994430   -0 25 41.2
 JQ0063;UTM  11      - 4,261,295.758   563,565.749   MT  0.99964976   +0 27 13.6
 JQ0063
 JQ0063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0063!SPC NV C     -   0.99973967  x   0.99991466  =   0.99965435
 JQ0063!SPC NV E     -   0.99973967  x   0.99994430  =   0.99968398
 JQ0063!UTM  11      -   0.99973967  x   0.99964976  =   0.99938952
 JQ0063
 JQ0063|---------------------------------------------------------------------|
 JQ0063| PID    Reference Object                     Distance      Geod. Az  |
 JQ0063|                                                           dddmmss.s |
 JQ0063| DC9769 L 129 RM 2                           16.048 METERS 02848     |
 JQ0063| JQ0567 8 JCO ET                            APPROX. 4.9 KM 1090858.1 |
 JQ0063| DC9768 L 129 RM 1                           18.028 METERS 29323     |
 JQ0063|---------------------------------------------------------------------|
 JQ0063
 JQ0063                          SUPERSEDED SURVEY CONTROL
 JQ0063
 JQ0063  NAD 83(1986)-  38 29 51.90558(N)    116 16 15.76187(W) AD(       ) 2
 JQ0063  NAD 27      -  38 29 52.14717(N)    116 16 12.56343(W) AD(       ) 2
 JQ0063  NGVD 29 (??/??/92) 1682.038  (m)         5518.49   (f) ADJ UNCH    2 0
 JQ0063
 JQ0063.Superseded values are not recommended for survey control.
 JQ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0063.See file dsdata.txt to determine how the superseded data were derived.
 JQ0063
 JQ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC6356661296(NAD 83)
 JQ0063_MARKER: DB = BENCH MARK DISK
 JQ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0063_STAMPING: L 129 1934
 JQ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0063+STABILITY: SURFACE MOTION
 JQ0063
 JQ0063  HISTORY     - Date     Condition        Report By
 JQ0063  HISTORY     - 1934     MONUMENTED       CGS
 JQ0063  HISTORY     - 1967     GOOD             CGS
 JQ0063
 JQ0063                          STATION DESCRIPTION
 JQ0063
 JQ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0063'4.1 MI E FROM HOT CREEK RANCH.
 JQ0063'ABOUT 4.1 MILES EAST ALONG THE ROAD LEADING TO SANDY SUMMIT FROM THE
 JQ0063'WILLIAMS RANCH HOUSE AT HOT CREEK RANCH, NYE COUNTY, ABOUT 0.7 MILE
 JQ0063'EAST OF A BRIDGE OVER A WASH, AND 19 FEET NORTH OF THE CENTER LINE OF
 JQ0063'THE ROAD.  A STANDARD DISK, STAMPED L 129 1934 AND SET IN THE TOP OF A
 JQ0063'CONCRETE POST.
 JQ0063
 JQ0063                          STATION RECOVERY (1967)
 JQ0063
 JQ0063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (TES)
 JQ0063'LOCATED ABOUT 21 MI. N. AND 6.5 MI. E. OF WARM SPRINGS,
 JQ0063'NEVADA.  ABOUT 1 MI. S. AND 4 MI. E. OF HOT CREEK RANCH.  200
 JQ0063'FT. N. OF A WELL TRAVELED DIRT RD.  20 FT. N. OF AN OLD TRACK
 JQ0063'RD., ON A VERY LOW SAGEBRUSH-COVERED N.-S. RUNNING RIDGE, IN HOT
 JQ0063'CREEK VALLEY.
 JQ0063'
 JQ0063'TO REACH FROM WARM SPRINGS, NEVADA DRIVE NE. ALONG U.S. HIGHWAY
 JQ0063'6 FOR 20.3 MI. TO NEVADA HIGHWAY DEPARTMENT ROADSIDE REST AREA
 JQ0063'ON RIGHT (E.).  OPPOSITE ROADSIDE REST AREA IS A DIRT RD. W. AND A
 JQ0063'SIGN HOT CREEK 12 MILES.  FOLLOW THIS RD. W. AND N.-W. FOR 2.9
 JQ0063'MI. TO A RD. FORK.  TAKE MAIN-TRAVELED RD. TO LEFT (W.) FOR 4.2
 JQ0063'MI., THENCE N. CROSS-COUNTRY FOR 200 FT. TO STATION MARK.
 JQ0063'
 JQ0063'STATION MARK--A STANDARD USC AND GS BENCH MARK DISK STAMPED L
 JQ0063'129 1934 SET IN A CONCRETE POST ABOUT 1 FT. ABOVE THE GROUND.
 JQ0063'
 JQ0063'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 JQ0063'STAMPED NO 1 1967 ON TOP OF A COPPER-COATED ROD FLUSH WITH THE
 JQ0063'GROUND SURROUNDED BY A 6-1/2 IN. PLASTIC PIPE PROJECTING 0.1 FT.
 JQ0063'
 JQ0063'REFERENCE MARK NO. 2--A STANDARD U.S.GS REFERENCE MARK TABLET
 JQ0063'STAMPED NO 2 1967 ON TOP OF A COPPER-COATED ROD SET FLUSH WITH
 JQ0063'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0244 ***********************************************************************
 JR0244  DESIGNATION -  L 13
 JR0244  PID         -  JR0244
 JR0244  STATE/COUNTY-  NV/MINERAL
 JR0244  USGS QUAD   -  BASALT (1982)
 JR0244
 JR0244                         *CURRENT SURVEY CONTROL
 JR0244  ___________________________________________________________________
 JR0244* NAD 83(1986)-  38 00 24.     (N)    118 16 14.     (W)     SCALED    
 JR0244* NAVD 88     -      1933.72   (+/-2cm)    6344.2    (feet)  VERTCON   
 JR0244  ___________________________________________________________________
 JR0244  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 JR0244
 JR0244  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0244
 JR0244.The horizontal coordinates were scaled from a topographic map and have
 JR0244.an estimated accuracy of +/- 6 seconds.
 JR0244
 JR0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0244.The vertical order pertains to the NGVD 29 superseded value.
 JR0244
 JR0244.The geoid height was determined by GEOID03.
 JR0244
 JR0244;                    North         East    Units  Estimated Accuracy
 JR0244;SPC NV W     - 4,361,390.      827,470.      MT  (+/- 180 meters Scaled)
 JR0244
 JR0244                          SUPERSEDED SURVEY CONTROL
 JR0244
 JR0244  NGVD 29 (??/??/92) 1932.393  (m)         6339.86   (f) ADJ UNCH    1 2
 JR0244
 JR0244.Superseded values are not recommended for survey control.
 JR0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0244.See file dsdata.txt to determine how the superseded data were derived.
 JR0244
 JR0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC884073(NAD 83)
 JR0244_MARKER: DD = SURVEY DISK
 JR0244_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JR0244_SP_SET: UNSPECIFIED ROCK
 JR0244_STAMPING: 6339.859 1913
 JR0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0244
 JR0244  HISTORY     - Date     Condition        Report By
 JR0244  HISTORY     - 1913     MONUMENTED       USGS
 JR0244  HISTORY     - 1955     MARK NOT FOUND   NGS
 JR0244
 JR0244                          STATION DESCRIPTION
 JR0244
 JR0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0244'AT BASALT.
 JR0244'AT BASALT, MINERAL COUNTY, 80 FEET SOUTH OF THE SOUTHERN PACIFIC
 JR0244'CO. RAILROAD STATION, 400 FEET NORTH OF THE WATER TANK, 55 FEET
 JR0244'WEST OF THE TRACK, AND IN A ROCK ABOUT 7 INCHES ABOVE GROUND.
 JR0244'A GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6339.859 1913.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0885 ***********************************************************************
 KR0885  DESIGNATION -  L 13
 KR0885  PID         -  KR0885
 KR0885  STATE/COUNTY-  NV/LYON
 KR0885  USGS QUAD   -  HINKSON SLOUGH (1987)
 KR0885
 KR0885                         *CURRENT SURVEY CONTROL
 KR0885  ___________________________________________________________________
 KR0885* NAD 83(1986)-  39 01 45.     (N)    119 03 04.     (W)     SCALED    
 KR0885* NAVD 88     -      1345.12   (+/-2cm)    4413.1    (feet)  VERTCON   
 KR0885  ___________________________________________________________________
 KR0885  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 KR0885
 KR0885  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0885
 KR0885.The horizontal coordinates were scaled from a topographic map and have
 KR0885.an estimated accuracy of +/- 6 seconds.
 KR0885
 KR0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0885.The vertical order pertains to the NGVD 29 superseded value.
 KR0885
 KR0885.The geoid height was determined by GEOID03.
 KR0885
 KR0885;                    North         East    Units  Estimated Accuracy
 KR0885;SPC NV W     - 4,474,940.      759,500.      MT  (+/- 180 meters Scaled)
 KR0885
 KR0885                          SUPERSEDED SURVEY CONTROL
 KR0885
 KR0885  NGVD 29 (??/??/92) 1344.083  (m)         4409.71   (f) ADJ UNCH    2 0
 KR0885
 KR0885.Superseded values are not recommended for survey control.
 KR0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0885.See file dsdata.txt to determine how the superseded data were derived.
 KR0885
 KR0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD224220(NAD 83)
 KR0885_MARKER: DB = BENCH MARK DISK
 KR0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0885_STAMPING: 1 13 1
 KR0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0885+STABILITY: SURFACE MOTION
 KR0885
 KR0885  HISTORY     - Date     Condition        Report By
 KR0885  HISTORY     - UNK      MONUMENTED       CGS
 KR0885  HISTORY     - 1935     GOOD             NGS
 KR0885  HISTORY     - 1984     MARK NOT FOUND   USGS
 KR0885  HISTORY     - 1984     MARK NOT FOUND   USGS
 KR0885
 KR0885                          STATION DESCRIPTION
 KR0885
 KR0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KR0885'8.3 MI SE FROM YERINGTON.
 KR0885'8.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 95 FROM THE COURTHOUSE AT
 KR0885'YERINGTON, LYON COUNTY, AND 20 FEET SOUTH OF THE CENTER LINE OF THE
 KR0885'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 1 13 1 AND SET IN THE
 KR0885'TOP OF A CONCRETE POST.
 KR0885
 KR0885                          STATION RECOVERY (1984)
 KR0885
 KR0885'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0885'MARK NOT FOUND.
 KR0885
 KR0885                          STATION RECOVERY (1984)
 KR0885
 KR0885'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0289 ***********************************************************************
 HQ0289  DESIGNATION -  L 130 RESET
 HQ0289  PID         -  HQ0289
 HQ0289  STATE/COUNTY-  NV/ESMERALDA
 HQ0289  USGS QUAD   -  SYLVANIA MTS (1987)
 HQ0289
 HQ0289                         *CURRENT SURVEY CONTROL
 HQ0289  ___________________________________________________________________
 HQ0289* NAD 83(1986)-  37 27 23.     (N)    117 42 54.     (W)     SCALED    
 HQ0289* NAVD 88     -      1844.33   (meters)    6050.9    (feet)  RESET     
 HQ0289  ___________________________________________________________________
 HQ0289  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 HQ0289
 HQ0289  VERT ORDER  -  THIRD
 HQ0289
 HQ0289.The horizontal coordinates were scaled from a topographic map and have
 HQ0289.an estimated accuracy of +/- 6 seconds.
 HQ0289
 HQ0289.The orthometric height was computed from unverified reset data.
 HQ0289
 HQ0289.The geoid height was determined by GEOID03.
 HQ0289
 HQ0289;                    North         East    Units  Estimated Accuracy
 HQ0289;SPC NV W     - 4,300,630.      876,820.      MT  (+/- 180 meters Scaled)
 HQ0289
 HQ0289                          SUPERSEDED SURVEY CONTROL
 HQ0289
 HQ0289.No superseded survey control is available for this station.
 HQ0289
 HQ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB367457(NAD 83)
 HQ0289_MARKER: DB = BENCH MARK DISK
 HQ0289_SETTING: 0 = UNSPECIFIED SETTING
 HQ0289_STAMPING: L 130 RESET 1958
 HQ0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0289
 HQ0289  HISTORY     - Date     Condition        Report By
 HQ0289  HISTORY     - 1958     MONUMENTED       NVDH
 HQ0289
 HQ0289                          STATION DESCRIPTION
 HQ0289
 HQ0289'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1958
 HQ0289'12.1 MI E FROM OASIS.
 HQ0289'IN ESMERALDA COUNTY, NEVADA, 12.1 MILES EAST ALONG THE ROAD
 HQ0289'LEADING TO GOLDFIELD, NEVADA, FROM OASIS, MONO COUNTY,
 HQ0289'CALIFORNIA, 148 FEET NORTHWEST OF THE END OF A 2 FT BY 50 FT
 HQ0289'CORRUGATED METAL PIPE CULVERT 47.40 FEET LEFT OF THE CENTERLINE
 HQ0289'AT HIGHWAY STATION A 403 + 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0403 ***********************************************************************
 JQ0403  DESIGNATION -  L 131
 JQ0403  PID         -  JQ0403
 JQ0403  STATE/COUNTY-  NV/NYE
 JQ0403  USGS QUAD   -  GABBS (1988)
 JQ0403
 JQ0403                         *CURRENT SURVEY CONTROL
 JQ0403  ___________________________________________________________________
 JQ0403* NAD 83(1986)-  38 50 18.     (N)    117 56 53.     (W)     SCALED    
 JQ0403* NAVD 88     -      1396.445  (meters)    4581.50   (feet)  ADJUSTED  
 JQ0403  ___________________________________________________________________
 JQ0403  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 JQ0403  DYNAMIC HT  -        1395.085 (meters)    4577.04  (feet)  COMP
 JQ0403  MODELED GRAV-     979,605.9   (mgal)                       NAVD 88
 JQ0403
 JQ0403  VERT ORDER  -  FIRST     CLASS II
 JQ0403
 JQ0403.The horizontal coordinates were scaled from a topographic map and have
 JQ0403.an estimated accuracy of +/- 6 seconds.
 JQ0403
 JQ0403.The orthometric height was determined by differential leveling
 JQ0403.and adjusted by the National Geodetic Survey in June 1991..
 JQ0403
 JQ0403.The geoid height was determined by GEOID03.
 JQ0403
 JQ0403.The dynamic height is computed by dividing the NAVD 88
 JQ0403.geopotential number by the normal gravity value computed on the
 JQ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0403.degrees latitude (g = 980.6199 gals.).
 JQ0403
 JQ0403.The modeled gravity was interpolated from observed gravity values.
 JQ0403
 JQ0403;                    North         East    Units  Estimated Accuracy
 JQ0403;SPC NV C     - 6,454,430.      388,760.      MT  (+/- 180 meters Scaled)
 JQ0403
 JQ0403                          SUPERSEDED SURVEY CONTROL
 JQ0403
 JQ0403  NGVD 29 (??/??/92) 1395.447  (m)         4578.23   (f) ADJ UNCH    1 2
 JQ0403
 JQ0403.Superseded values are not recommended for survey control.
 JQ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0403.See file dsdata.txt to determine how the superseded data were derived.
 JQ0403
 JQ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC177992(NAD 83)
 JQ0403_MARKER: DB = BENCH MARK DISK
 JQ0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0403_STAMPING: L 131 1934
 JQ0403_MARK LOGO: CGS   
 JQ0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0403+STABILITY: SURFACE MOTION
 JQ0403
 JQ0403  HISTORY     - Date     Condition        Report By
 JQ0403  HISTORY     - 1934     MONUMENTED       CGS
 JQ0403  HISTORY     - 1955     GOOD             NGS
 JQ0403  HISTORY     - 1984     GOOD             NGS
 JQ0403
 JQ0403                          STATION DESCRIPTION
 JQ0403
 JQ0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JQ0403'2.9 MI SW FROM GABBS.
 JQ0403'0.4 MILE SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS, THENCE
 JQ0403'2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 23, THENCE 0.2 MILE NORTHWEST
 JQ0403'ACROSS COUNTRY, 0.4 MILE SOUTHWEST OF THE EL RANCHO BAR, ALONG AN
 JQ0403'ABANDONED TRACK ROAD, 23 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 JQ0403'ROAD, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 JQ0403'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 JQ0403'GROUND.
 JQ0403
 JQ0403                          STATION RECOVERY (1984)
 JQ0403
 JQ0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0403'RECOVERED IN GOOD CONDITION.  NOTE--STATE HIGHWAY 23 IS NOW STATE
 JQ0403'HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0050 ***********************************************************************
 JR0050  DESIGNATION -  L 132
 JR0050  PID         -  JR0050
 JR0050  STATE/COUNTY-  NV/MINERAL
 JR0050  USGS QUAD   -  COREY PEAK (1989)
 JR0050
 JR0050                         *CURRENT SURVEY CONTROL
 JR0050  ___________________________________________________________________
 JR0050* NAD 83(1986)-  38 24 13.     (N)    118 46 48.     (W)     SCALED    
 JR0050* NAVD 88     -      2227.62   (+/-2cm)    7308.4    (feet)  VERTCON   
 JR0050  ___________________________________________________________________
 JR0050  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 JR0050
 JR0050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0050
 JR0050.The horizontal coordinates were scaled from a topographic map and have
 JR0050.an estimated accuracy of +/- 6 seconds.
 JR0050
 JR0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0050.The vertical order pertains to the NGVD 29 superseded value.
 JR0050
 JR0050.The geoid height was determined by GEOID03.
 JR0050
 JR0050;                    North         East    Units  Estimated Accuracy
 JR0050;SPC NV W     - 4,405,420.      782,820.      MT  (+/- 180 meters Scaled)
 JR0050
 JR0050                          SUPERSEDED SURVEY CONTROL
 JR0050
 JR0050  NGVD 29 (??/??/92) 2226.250  (m)         7303.96   (f) ADJ UNCH    2 0
 JR0050
 JR0050.Superseded values are not recommended for survey control.
 JR0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0050.See file dsdata.txt to determine how the superseded data were derived.
 JR0050
 JR0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC445520(NAD 83)
 JR0050_MARKER: DB = BENCH MARK DISK
 JR0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0050_STAMPING: L 132 1934
 JR0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0050+STABILITY: SURFACE MOTION
 JR0050
 JR0050  HISTORY     - Date     Condition        Report By
 JR0050  HISTORY     - 1934     MONUMENTED       CGS
 JR0050  HISTORY     - 1940     GOOD             NGS
 JR0050
 JR0050                          STATION DESCRIPTION
 JR0050
 JR0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0050'14.4 MI SW FROM HAWTHORNE.
 JR0050'14.4 MILES SOUTHWEST ALONG THE ROAD LEADING TO BRIDGEPORT,
 JR0050'CALIFORNIA, FROM HAWTHORNE, MINERAL COUNTY, 24 FEET EAST OF THE
 JR0050'CENTERLINE OF THE ROAD, AND NEAR A WHITE WOODEN WITNESS POST.
 JR0050'A STANDARD DISK, STAMPED L 132 1934 AND SET IN THE TOP OF A
 JR0050'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR0254 ***********************************************************************
 HR0254  DESIGNATION -  L 133
 HR0254  PID         -  HR0254
 HR0254  STATE/COUNTY-  NV/MINERAL
 HR0254  USGS QUAD   -  TRUMAN MEADOWS (1994)
 HR0254
 HR0254                         *CURRENT SURVEY CONTROL
 HR0254  ___________________________________________________________________
 HR0254* NAD 83(1986)-  37 56 00.     (N)    118 23 40.     (W)     SCALED    
 HR0254* NAVD 88     -      1916.086  (meters)    6286.36   (feet)  ADJUSTED  
 HR0254  ___________________________________________________________________
 HR0254  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 HR0254  DYNAMIC HT  -        1913.835 (meters)    6278.97  (feet)  COMP
 HR0254  MODELED GRAV-     979,386.3   (mgal)                       NAVD 88
 HR0254
 HR0254  VERT ORDER  -  FIRST     CLASS II
 HR0254
 HR0254.The horizontal coordinates were scaled from a topographic map and have
 HR0254.an estimated accuracy of +/- 6 seconds.
 HR0254
 HR0254.The orthometric height was determined by differential leveling
 HR0254.and adjusted by the National Geodetic Survey in June 1991..
 HR0254
 HR0254.The geoid height was determined by GEOID03.
 HR0254
 HR0254.The dynamic height is computed by dividing the NAVD 88
 HR0254.geopotential number by the normal gravity value computed on the
 HR0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0254.degrees latitude (g = 980.6199 gals.).
 HR0254
 HR0254.The modeled gravity was interpolated from observed gravity values.
 HR0254
 HR0254;                    North         East    Units  Estimated Accuracy
 HR0254;SPC NV W     - 4,353,220.      816,600.      MT  (+/- 180 meters Scaled)
 HR0254
 HR0254                          SUPERSEDED SURVEY CONTROL
 HR0254
 HR0254  NGVD 29 (??/??/92) 1914.742  (m)         6281.95   (f) ADJ UNCH    1 2
 HR0254
 HR0254.Superseded values are not recommended for survey control.
 HR0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0254.See file dsdata.txt to determine how the superseded data were derived.
 HR0254
 HR0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB774993(NAD 83)
 HR0254_MARKER: DB = BENCH MARK DISK
 HR0254_SETTING: 80 = SET IN A BOULDER
 HR0254_SP_SET: BOULDER
 HR0254_STAMPING: L 133 1955
 HR0254_MARK LOGO: CGS   
 HR0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0254+STABILITY: SURFACE MOTION
 HR0254
 HR0254  HISTORY     - Date     Condition        Report By
 HR0254  HISTORY     - 1955     MONUMENTED       CGS
 HR0254  HISTORY     - 1986     GOOD             NGS
 HR0254
 HR0254                          STATION DESCRIPTION
 HR0254
 HR0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HR0254'5.6 MI SW FROM MT MONTGOMERY.
 HR0254'5.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE BAR AND CAFE AT
 HR0254'MT. MONTGOMERY, ON THE SUMMIT OF A LOW FLAT RIDGE, IN THE TOP OF
 HR0254'A BURIED OBLONG GRANITE BOULDER, 136.1 FEET NORTH OF THE CENTER
 HR0254'OF THE NORTHWEST END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT,
 HR0254'133.2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET
 HR0254'NORTH OF A LARGE WHITE BOULDER, 8.7 FEET SOUTHWEST OF A WITNESS
 HR0254'POST, AND ABOUT 7 FEET LOWER THAN THE HIGHWAY.
 HR0254
 HR0254                          STATION RECOVERY (1986)
 HR0254
 HR0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0254'RECOVERED IN GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE EXCEPT
 HR0254'ADD--0.6 METER (2.0 FT) SOUTHEAST OF A NEW WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0381 ***********************************************************************
 HQ0381  DESIGNATION -  L 134
 HQ0381  PID         -  HQ0381
 HQ0381  STATE/COUNTY-  NV/ESMERALDA
 HQ0381  USGS QUAD   -  MC MAHON RIDGE (1987)
 HQ0381
 HQ0381                         *CURRENT SURVEY CONTROL
 HQ0381  ___________________________________________________________________
 HQ0381* NAD 83(1986)-  37 50 10.     (N)    117 14 28.     (W)     SCALED    
 HQ0381* NAVD 88     -      1546.238  (meters)    5072.95   (feet)  ADJUSTED  
 HQ0381  ___________________________________________________________________
 HQ0381  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HQ0381  DYNAMIC HT  -        1544.550 (meters)    5067.41  (feet)  COMP
 HQ0381  MODELED GRAV-     979,483.8   (mgal)                       NAVD 88
 HQ0381
 HQ0381  VERT ORDER  -  FIRST     CLASS II
 HQ0381
 HQ0381.The horizontal coordinates were scaled from a topographic map and have
 HQ0381.an estimated accuracy of +/- 6 seconds.
 HQ0381
 HQ0381.The orthometric height was determined by differential leveling
 HQ0381.and adjusted by the National Geodetic Survey in June 1991..
 HQ0381
 HQ0381.The geoid height was determined by GEOID03.
 HQ0381
 HQ0381.The dynamic height is computed by dividing the NAVD 88
 HQ0381.geopotential number by the normal gravity value computed on the
 HQ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0381.degrees latitude (g = 980.6199 gals.).
 HQ0381
 HQ0381.The modeled gravity was interpolated from observed gravity values.
 HQ0381
 HQ0381;                    North         East    Units  Estimated Accuracy
 HQ0381;SPC NV W     - 4,343,260.      918,140.      MT  (+/- 180 meters Scaled)
 HQ0381
 HQ0381                          SUPERSEDED SURVEY CONTROL
 HQ0381
 HQ0381  NGVD 29 (??/??/92) 1545.131  (m)         5069.32   (f) ADJ UNCH    1 2
 HQ0381
 HQ0381.Superseded values are not recommended for survey control.
 HQ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0381.See file dsdata.txt to determine how the superseded data were derived.
 HQ0381
 HQ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB787876(NAD 83)
 HQ0381_MARKER: DB = BENCH MARK DISK
 HQ0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0381_SP_SET: CULVERT
 HQ0381_STAMPING: L 134 1955
 HQ0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0381
 HQ0381  HISTORY     - Date     Condition        Report By
 HQ0381  HISTORY     - 1955     MONUMENTED       CGS
 HQ0381  HISTORY     - 1983     MARK NOT FOUND   NGS
 HQ0381
 HQ0381                          STATION DESCRIPTION
 HQ0381
 HQ0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0381'9.1 MI N FROM GOLDFIELD.
 HQ0381'9.1 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0381'AT GOLDFIELD, AT 24-INCH CORRUGATED METAL PIPE CULVERT 476 + 60,
 HQ0381'IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL,
 HQ0381'ABOUT 175 YARDS SOUTH OF THE SOUTH END OF A HIGHWAY CUT, 33.4
 HQ0381'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET
 HQ0381'LOWER THAN THE HIGHWAY.
 HQ0381
 HQ0381                          STATION RECOVERY (1983)
 HQ0381
 HQ0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0381'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0847 ***********************************************************************
 HQ0847  DESIGNATION -  L 134 RESET
 HQ0847  PID         -  HQ0847
 HQ0847  STATE/COUNTY-  NV/ESMERALDA
 HQ0847  USGS QUAD   -  MC MAHON RIDGE (1987)
 HQ0847
 HQ0847                         *CURRENT SURVEY CONTROL
 HQ0847  ___________________________________________________________________
 HQ0847* NAD 83(1986)-  37 50 02.     (N)    117 14 27.     (W)     SCALED    
 HQ0847* NAVD 88     -      1544.860  (meters)    5068.43   (feet)  ADJUSTED  
 HQ0847  ___________________________________________________________________
 HQ0847  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HQ0847  DYNAMIC HT  -        1543.172 (meters)    5062.89  (feet)  COMP
 HQ0847  MODELED GRAV-     979,482.9   (mgal)                       NAVD 88
 HQ0847
 HQ0847  VERT ORDER  -  FIRST     CLASS II
 HQ0847
 HQ0847.The horizontal coordinates were scaled from a topographic map and have
 HQ0847.an estimated accuracy of +/- 6 seconds.
 HQ0847
 HQ0847.The orthometric height was determined by differential leveling
 HQ0847.and adjusted by the National Geodetic Survey in June 1991..
 HQ0847
 HQ0847.The geoid height was determined by GEOID03.
 HQ0847
 HQ0847.The dynamic height is computed by dividing the NAVD 88
 HQ0847.geopotential number by the normal gravity value computed on the
 HQ0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0847.degrees latitude (g = 980.6199 gals.).
 HQ0847
 HQ0847.The modeled gravity was interpolated from observed gravity values.
 HQ0847
 HQ0847;                    North         East    Units  Estimated Accuracy
 HQ0847;SPC NV W     - 4,343,020.      918,170.      MT  (+/- 180 meters Scaled)
 HQ0847
 HQ0847                          SUPERSEDED SURVEY CONTROL
 HQ0847
 HQ0847  NGVD 29 (05/01/91) 1543.749  (m)         5064.78   (f) ADJUSTED    1 2
 HQ0847
 HQ0847.Superseded values are not recommended for survey control.
 HQ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0847.See file dsdata.txt to determine how the superseded data were derived.
 HQ0847
 HQ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB788874(NAD 83)
 HQ0847_MARKER: DB = BENCH MARK DISK
 HQ0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0847_SP_SET: CONCRETE POST
 HQ0847_STAMPING: L 134 RESET 1979
 HQ0847_MARK LOGO: NGS   
 HQ0847_PROJECTION: FLUSH
 HQ0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0847+STABILITY: SURFACE MOTION
 HQ0847
 HQ0847  HISTORY     - Date     Condition        Report By
 HQ0847  HISTORY     - 1979     MONUMENTED       NGS
 HQ0847  HISTORY     - 1983     GOOD             NGS
 HQ0847
 HQ0847                          STATION DESCRIPTION
 HQ0847
 HQ0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0847'14.6 KM (9.1 MI) NORTH FROM GOLDFIELD.
 HQ0847'14.6 KM (9.1 MI) NORTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0847'GOLDFIELD, 1.3 KM (0.8 MI) SOUTH OF A ROAD LEADING WEST, 0.3 KM (0.2
 HQ0847'MI) SOUTHEAST UP A WASH FROM AN ABANDON RAILROAD ABUTMENT, 48.1 METERS
 HQ0847'(158 FT) WEST OF THE HIGHWAY CENTERLINE, 15.5 METERS (51 FT) WEST OF
 HQ0847'THE WEST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT AND BETWEEN
 HQ0847'TWO WITNESS POSTS.
 HQ0847'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0590 ***********************************************************************
 HQ0590  DESIGNATION -  L 135
 HQ0590  PID         -  HQ0590
 HQ0590  STATE/COUNTY-  NV/NYE
 HQ0590  USGS QUAD   -  STONEWALL PASS (1968)
 HQ0590
 HQ0590                         *CURRENT SURVEY CONTROL
 HQ0590  ___________________________________________________________________
 HQ0590* NAD 83(1986)-  37 27 32.     (N)    117 08 37.     (W)     SCALED    
 HQ0590* NAVD 88     -      1423.11   (+/-2cm)    4669.0    (feet)  VERTCON   
 HQ0590  ___________________________________________________________________
 HQ0590  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 HQ0590
 HQ0590  VERT ORDER  -  FIRST     CLASS II (See Below)
 HQ0590
 HQ0590.The horizontal coordinates were scaled from a topographic map and have
 HQ0590.an estimated accuracy of +/- 6 seconds.
 HQ0590
 HQ0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0590.The vertical order pertains to the NGVD 29 superseded value.
 HQ0590
 HQ0590.The geoid height was determined by GEOID03.
 HQ0590
 HQ0590;                    North         East    Units  Estimated Accuracy
 HQ0590;SPC NV C     - 6,300,660.      457,810.      MT  (+/- 180 meters Scaled)
 HQ0590
 HQ0590                          SUPERSEDED SURVEY CONTROL
 HQ0590
 HQ0590  NGVD 29 (??/??/92) 1422.04   (m)         4665.5    (f) COMPUTED    1 2
 HQ0590
 HQ0590.Superseded values are not recommended for survey control.
 HQ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0590.See file dsdata.txt to determine how the superseded data were derived.
 HQ0590
 HQ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB872457(NAD 83)
 HQ0590_MARKER: DB = BENCH MARK DISK
 HQ0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0590_STAMPING: L 135 1955
 HQ0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0590+STABILITY: SURFACE MOTION
 HQ0590
 HQ0590  HISTORY     - Date     Condition        Report By
 HQ0590  HISTORY     - 1955     MONUMENTED       CGS
 HQ0590
 HQ0590                          STATION DESCRIPTION
 HQ0590
 HQ0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0590'22.1 MI S FROM GOLDFIELD.
 HQ0590'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE
 HQ0590'AT GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD,
 HQ0590'THENCE 16.5 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS
 HQ0590'AND TONOPAH RAILROAD, 62 1/2 FEET WEST OF AND ACROSS A TRACK
 HQ0590'ROAD FROM THE CENTER LINE OF THE RAILROAD BED, 2.3 FEET EAST
 HQ0590'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE RAILROAD BED, AND
 HQ0590'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 HQ0590'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0123 ***********************************************************************
 GR0123  DESIGNATION -  L 136
 GR0123  PID         -  GR0123
 GR0123  STATE/COUNTY-  NV/CLARK
 GR0123  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0123
 GR0123                         *CURRENT SURVEY CONTROL
 GR0123  ___________________________________________________________________
 GR0123* NAD 83(1986)-  36 46 20.     (N)    114 09 10.     (W)     SCALED    
 GR0123* NAVD 88     -       484.202  (meters)    1588.59   (feet)  POSTED    
 GR0123  ___________________________________________________________________
 GR0123  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 GR0123  DYNAMIC HT  -         483.730 (meters)    1587.04  (feet)  COMP
 GR0123  MODELED GRAV-     979,644.5   (mgal)                       NAVD 88
 GR0123
 GR0123  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0123
 GR0123.The horizontal coordinates were scaled from a topographic map and have
 GR0123.an estimated accuracy of +/- 6 seconds.
 GR0123
 GR0123.The orthometric height was determined by differential leveling
 GR0123.and adjusted by the National Geodetic Survey in 1992..
 GR0123.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0123.rate of 0.0 thru 1.0 mm/km.
 GR0123
 GR0123.The geoid height was determined by GEOID03.
 GR0123
 GR0123.The dynamic height is computed by dividing the NAVD 88
 GR0123.geopotential number by the normal gravity value computed on the
 GR0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0123.degrees latitude (g = 980.6199 gals.).
 GR0123
 GR0123.The modeled gravity was interpolated from observed gravity values.
 GR0123
 GR0123;                    North         East    Units  Estimated Accuracy
 GR0123;SPC NV E     - 8,225,310.      327,710.      MT  (+/- 180 meters Scaled)
 GR0123
 GR0123                          SUPERSEDED SURVEY CONTROL
 GR0123
 GR0123  NGVD 29 (??/??/92)  483.514  (m)         1586.33   (f) ADJ UNCH    2 0
 GR0123
 GR0123.Superseded values are not recommended for survey control.
 GR0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0123.See file dsdata.txt to determine how the superseded data were derived.
 GR0123
 GR0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA541733(NAD 83)
 GR0123_MARKER: DD = SURVEY DISK
 GR0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0123_SP_SET: CONCRETE BLOCK
 GR0123_STAMPING: SEE TEXT
 GR0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0123
 GR0123  HISTORY     - Date     Condition        Report By
 GR0123  HISTORY     - 1957     MONUMENTED       NVDH
 GR0123  HISTORY     - 1957     GOOD             NGS
 GR0123  HISTORY     - 1982     GOOD             NGS
 GR0123
 GR0123                          STATION DESCRIPTION
 GR0123
 GR0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0123'4.55 MI W FROM MESQUITE.
 GR0123'4.55 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0123'MESQUITE, 90 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 20
 GR0123'FEET ABOVE THE ROAD SURFACE AND 2.6 FEET NORTH OF A ROUND BLACK AND
 GR0123'WHITE IRON REFERENCE POST.  A STANDARD DISK SET IN A ROUND CONCRETE
 GR0123'BLOCK FLUSH WITH THE GROUND.  STAMPED DIST 90 FT STA F 359 + 83.22 PC
 GR0123'ANGLE 65 O RT L 136 1957 ELEV 1586.67.
 GR0123
 GR0123                          STATION RECOVERY (1982)
 GR0123
 GR0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0123'9.0 KM (5.6 MI) SOUTHWEST ALONG I-15 FROM THE BRIDGE OVER HILLSIDE
 GR0123'ROAD AT MESQUITE 0.25 KM (0.15 MI) NORTHEAST OF M.P 117. AT SOUTHEAST
 GR0123'OF A LONG STEEL GUARD RAIL. 27.4 M (90.0 FT) SOUTH CENTERLINE OF
 GR0123'NORTHBOUND LANES OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0154 ***********************************************************************
 GR0154  DESIGNATION -  L 137
 GR0154  PID         -  GR0154
 GR0154  STATE/COUNTY-  NV/CLARK
 GR0154  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0154
 GR0154                         *CURRENT SURVEY CONTROL
 GR0154  ___________________________________________________________________
 GR0154* NAD 83(1986)-  36 46 19.     (N)    114 14 08.     (W)     SCALED    
 GR0154* NAVD 88     -       555.892  (meters)    1823.79   (feet)  POSTED    
 GR0154  ___________________________________________________________________
 GR0154  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 GR0154  DYNAMIC HT  -         555.350 (meters)    1822.01  (feet)  COMP
 GR0154  MODELED GRAV-     979,638.7   (mgal)                       NAVD 88
 GR0154
 GR0154  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0154
 GR0154.The horizontal coordinates were scaled from a topographic map and have
 GR0154.an estimated accuracy of +/- 6 seconds.
 GR0154
 GR0154.The orthometric height was determined by differential leveling
 GR0154.and adjusted by the National Geodetic Survey in 1992..
 GR0154.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0154.rate of 0.0 thru 1.0 mm/km.
 GR0154
 GR0154.The geoid height was determined by GEOID03.
 GR0154
 GR0154.The dynamic height is computed by dividing the NAVD 88
 GR0154.geopotential number by the normal gravity value computed on the
 GR0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0154.degrees latitude (g = 980.6199 gals.).
 GR0154
 GR0154.The modeled gravity was interpolated from observed gravity values.
 GR0154
 GR0154;                    North         East    Units  Estimated Accuracy
 GR0154;SPC NV E     - 8,225,170.      320,320.      MT  (+/- 180 meters Scaled)
 GR0154
 GR0154                          SUPERSEDED SURVEY CONTROL
 GR0154
 GR0154  NGVD 29 (??/??/92)  555.200  (m)         1821.52   (f) ADJ UNCH    2 0
 GR0154
 GR0154.Superseded values are not recommended for survey control.
 GR0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0154.See file dsdata.txt to determine how the superseded data were derived.
 GR0154
 GR0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA467731(NAD 83)
 GR0154_MARKER: DD = SURVEY DISK
 GR0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0154_STAMPING: SEE TEXT
 GR0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0154+STABILITY: SURFACE MOTION
 GR0154
 GR0154  HISTORY     - Date     Condition        Report By
 GR0154  HISTORY     - 1957     MONUMENTED       NVDH
 GR0154  HISTORY     - 1957     GOOD             NGS
 GR0154  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0154
 GR0154                          STATION DESCRIPTION
 GR0154
 GR0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0154'10.15 MI W FROM MESQUITE.
 GR0154'10.15 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0154'MESQUITE TO THE JUNCTION WITH A T ROAD SOUTH TO RIVERSIDE, 200 FEET
 GR0154'NORTH OF THE CENTER LINE OF THE HIGHWAY, 150 FEET NORTH OF M 137, 2.6
 GR0154'FEET EAST OF A 4 X 4 RIGHT-OF-WAY POST AND IN THE NORTH RIGHT-OF-WAY
 GR0154'FENCE LINE, SET IN A CONCRETE POST FLUSH WITH THE GROUND.  STAMPED
 GR0154'DIST 200 FT STA F 101 + 00 PC ANGLE 90 O L 137 1957 ELEV 1821.50.
 GR0154
 GR0154                          STATION RECOVERY (1982)
 GR0154
 GR0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0179 ***********************************************************************
 GR0179  DESIGNATION -  L 138
 GR0179  PID         -  GR0179
 GR0179  STATE/COUNTY-  NV/CLARK
 GR0179  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0179
 GR0179                         *CURRENT SURVEY CONTROL
 GR0179  ___________________________________________________________________
 GR0179* NAD 83(1986)-  36 46 17.     (N)    114 18 18.     (W)     SCALED    
 GR0179* NAVD 88     -       654.648  (meters)    2147.79   (feet)  ADJUSTED  
 GR0179  ___________________________________________________________________
 GR0179  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 GR0179  DYNAMIC HT  -         654.001 (meters)    2145.67  (feet)  COMP
 GR0179  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 GR0179
 GR0179  VERT ORDER  -  FIRST     CLASS II
 GR0179
 GR0179.The horizontal coordinates were scaled from a topographic map and have
 GR0179.an estimated accuracy of +/- 6 seconds.
 GR0179
 GR0179.The orthometric height was determined by differential leveling
 GR0179.and adjusted by the National Geodetic Survey in June 1991..
 GR0179
 GR0179.The geoid height was determined by GEOID03.
 GR0179
 GR0179.The dynamic height is computed by dividing the NAVD 88
 GR0179.geopotential number by the normal gravity value computed on the
 GR0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0179.degrees latitude (g = 980.6199 gals.).
 GR0179
 GR0179.The modeled gravity was interpolated from observed gravity values.
 GR0179
 GR0179;                    North         East    Units  Estimated Accuracy
 GR0179;SPC NV E     - 8,225,020.      314,120.      MT  (+/- 180 meters Scaled)
 GR0179
 GR0179                          SUPERSEDED SURVEY CONTROL
 GR0179
 GR0179  NGVD 29 (??/??/92)  653.952  (m)         2145.51   (f) ADJ UNCH    1 2
 GR0179
 GR0179.Superseded values are not recommended for survey control.
 GR0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0179.See file dsdata.txt to determine how the superseded data were derived.
 GR0179
 GR0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA405729(NAD 83)
 GR0179_MARKER: DD = SURVEY DISK
 GR0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0179_SP_SET: CONCRETE BLOCK
 GR0179_STAMPING: SEE TEXT
 GR0179_MARK LOGO: NVDH  
 GR0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0179
 GR0179  HISTORY     - Date     Condition        Report By
 GR0179  HISTORY     - 1957     MONUMENTED       NVDH
 GR0179  HISTORY     - 1957     GOOD             NGS
 GR0179  HISTORY     - 1982     GOOD             NGS
 GR0179
 GR0179                          STATION DESCRIPTION
 GR0179
 GR0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0179'14.15 MI SW FROM MESQUITE.
 GR0179'14.15 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0179'OFFICE IN MESQUITE, ABOUT 14.0 MILES EAST FROM THE JUNCTION WITH STATE
 GR0179'ROUTE 12, 150.04 FEET SOUTH OF THE NORTH ROAD RIGHT-OF-WAY MARKER
 GR0179'POST, 49.96 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 GR0179'DISK SET IN A ROUND CONCRETE BLOCK SET FLUSH AND ABOUT 20 INCHES IN
 GR0179'DIAMETER.  STAMPED 49.96 STA X 638 + 82.24 POT ANGLE 90 O L 138 1957.
 GR0179
 GR0179                          STATION RECOVERY (1982)
 GR0179
 GR0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0179'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0179'27.5 KM (17.2 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR0179'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 0.4 KM (0.25 MI)
 GR0179'NORTHEAST OF MILEPOST 108, 15.2 METERS (50 FT) NORTHWEST OF THE NORTH
 GR0179'BOUND CENTERLINE, 66.8 METERS (219 FT) SOUTHWEST OF THE NORTHWEST END
 GR0179'OF A 36 INCH CORRUGATED METAL PIPE CULVERT, 30.5 METERS (100 FT)
 GR0179'NORTHWEST ACROSS THE HIGHWAY FROM BM M 138 NHD.
 GR0179'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 GR0179'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0206 ***********************************************************************
 GR0206  DESIGNATION -  L 139
 GR0206  PID         -  GR0206
 GR0206  STATE/COUNTY-  NV/CLARK
 GR0206  USGS QUAD   -  OVERTON NW (1983)
 GR0206
 GR0206                         *CURRENT SURVEY CONTROL
 GR0206  ___________________________________________________________________
 GR0206* NAD 83(1986)-  36 44 52.     (N)    114 24 26.     (W)     SCALED    
 GR0206* NAVD 88     -       618.242  (meters)    2028.35   (feet)  POSTED    
 GR0206  ___________________________________________________________________
 GR0206  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 GR0206  DYNAMIC HT  -         617.640 (meters)    2026.37  (feet)  COMP
 GR0206  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 GR0206
 GR0206  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0206
 GR0206.The horizontal coordinates were scaled from a topographic map and have
 GR0206.an estimated accuracy of +/- 6 seconds.
 GR0206
 GR0206.The orthometric height was determined by differential leveling
 GR0206.and adjusted by the National Geodetic Survey in 1992..
 GR0206.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0206.rate of 4.1 thru 8.0 mm/km.
 GR0206
 GR0206.The geoid height was determined by GEOID03.
 GR0206
 GR0206.The dynamic height is computed by dividing the NAVD 88
 GR0206.geopotential number by the normal gravity value computed on the
 GR0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0206.degrees latitude (g = 980.6199 gals.).
 GR0206
 GR0206.The modeled gravity was interpolated from observed gravity values.
 GR0206
 GR0206;                    North         East    Units  Estimated Accuracy
 GR0206;SPC NV E     - 8,222,290.      305,020.      MT  (+/- 180 meters Scaled)
 GR0206
 GR0206                          SUPERSEDED SURVEY CONTROL
 GR0206
 GR0206  NGVD 29 (??/??/92)  617.548  (m)         2026.07   (f) ADJ UNCH    2 0
 GR0206
 GR0206.Superseded values are not recommended for survey control.
 GR0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0206.See file dsdata.txt to determine how the superseded data were derived.
 GR0206
 GR0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA314700(NAD 83)
 GR0206_MARKER: DD = SURVEY DISK
 GR0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0206_STAMPING: SEE TEXT
 GR0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0206+STABILITY: SURFACE MOTION
 GR0206
 GR0206  HISTORY     - Date     Condition        Report By
 GR0206  HISTORY     - 1957     MONUMENTED       NVDH
 GR0206  HISTORY     - 1957     GOOD             NGS
 GR0206  HISTORY     - 1979     GOOD             USGS
 GR0206
 GR0206                          STATION DESCRIPTION
 GR0206
 GR0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0206'19.85 MI SW FROM MESQUITE.
 GR0206'19.85 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0206'OFFICE IN MESQUITE, 8.3 MILES EASTERLY FROM THE JUNCTION WITH STATE
 GR0206'ROUTE 12, 149.93 FEET NORTH OF THE SOUTH ROAD RIGHT-OF-WAY MARKER
 GR0206'POST, 50.07 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A
 GR0206'CONCRETE POST FLUSH WITH THE GROUND.  STAMPED DIST 50.07 STA D 329 +
 GR0206'96.81 POT ANGLE 90 O ELEV 2026.064 L 139 1957.
 GR0206
 GR0206                          STATION RECOVERY (1979)
 GR0206
 GR0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0206'JUNCTION OF INTERSTATE 15 AND STATE ROUTE 12. 8.3 MILES NE ALONG
 GR0206'INTERSTATE 15. 50 FT SOUTH OF CENTERLINE OF THE NORTH BOUND LANE. A
 GR0206'NEVADA HIGHWAY DEPT. TABLET STAMPED DIST 50.07 STA D 329 + 96.81 POT
 GR0206'ANGLE 90 DEG ELEV 2026.064 L 139 1957 AND SET IN A CONCRETE POST
 GR0206'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0278 ***********************************************************************
 JQ0278  DESIGNATION -  L 14
 JQ0278  PID         -  JQ0278
 JQ0278  STATE/COUNTY-  NV/ESMERALDA
 JQ0278  USGS QUAD   -  BLAIR JUNCTION (1968)
 JQ0278
 JQ0278                         *CURRENT SURVEY CONTROL
 JQ0278  ___________________________________________________________________
 JQ0278* NAD 83(1994)-  38 00 33.27812(N)    117 46 44.92578(W)     ADJUSTED  
 JQ0278* NAVD 88     -      1469.665  (meters)    4821.73   (feet)  ADJUSTED  
 JQ0278  ___________________________________________________________________
 JQ0278  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 JQ0278  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 JQ0278  DYNAMIC HT  -        1468.080 (meters)    4816.53  (feet)  COMP
 JQ0278  MODELED GRAV-     979,499.6   (mgal)                       NAVD 88
 JQ0278
 JQ0278  HORZ ORDER  -  SECOND
 JQ0278  VERT ORDER  -  FIRST     CLASS II
 JQ0278
 JQ0278.The horizontal coordinates were established by classical geodetic methods
 JQ0278.and adjusted by the National Geodetic Survey in June 1998..
 JQ0278
 JQ0278.The orthometric height was determined by differential leveling
 JQ0278.and adjusted by the National Geodetic Survey in June 1991..
 JQ0278
 JQ0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0278
 JQ0278.The geoid height was determined by GEOID03.
 JQ0278
 JQ0278.The dynamic height is computed by dividing the NAVD 88
 JQ0278.geopotential number by the normal gravity value computed on the
 JQ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0278.degrees latitude (g = 980.6199 gals.).
 JQ0278
 JQ0278.The modeled gravity was interpolated from observed gravity values.
 JQ0278
 JQ0278;                    North         East     Units Scale Factor Converg.
 JQ0278;SPC NV W     - 4,361,934.756   870,618.385   MT  0.99996140   +0 29 42.8
 JQ0278;SPC NV W     -14,310,780.95  2,856,353.82   sFT  0.99996140   +0 29 42.8
 JQ0278;UTM  11      - 4,207,127.046   431,601.132   MT  0.99965762   -0 28 47.3
 JQ0278
 JQ0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0278!SPC NV W     -   0.99977344  x   0.99996140  =   0.99973485
 JQ0278!UTM  11      -   0.99977344  x   0.99965762  =   0.99943114
 JQ0278
 JQ0278                          SUPERSEDED SURVEY CONTROL
 JQ0278
 JQ0278  NAD 83(1992)-  38 00 33.27553(N)    117 46 44.92513(W) AD(       ) 2
 JQ0278  NAD 83(1986)-  38 00 33.27561(N)    117 46 44.92281(W) AD(       ) 2
 JQ0278  NAD 27      -  38 00 33.52400(N)    117 46 41.56300(W) AD(       ) 2
 JQ0278  NGVD 29 (??/??/92) 1468.534  (m)         4818.02   (f) ADJ UNCH    1 2
 JQ0278
 JQ0278.Superseded values are not recommended for survey control.
 JQ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0278.See file dsdata.txt to determine how the superseded data were derived.
 JQ0278
 JQ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC3160107127(NAD 83)
 JQ0278_MARKER: DB = BENCH MARK DISK
 JQ0278_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JQ0278_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JQ0278_STAMPING: L 14 4818.137
 JQ0278_MARK LOGO: CGS   
 JQ0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0278
 JQ0278  HISTORY     - Date     Condition        Report By
 JQ0278  HISTORY     - 1950     MONUMENTED       CGS
 JQ0278  HISTORY     - 1953     GOOD             NGS
 JQ0278  HISTORY     - 1958     GOOD             NGS
 JQ0278  HISTORY     - 1984     GOOD             NGS
 JQ0278
 JQ0278                          STATION DESCRIPTION
 JQ0278
 JQ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JQ0278'STATION BLAIR IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 95 AND
 JQ0278'6 AND STATE HIGHWAY 47 BY GOING SOUTH ON STATE HIGHWAY 47 FOR 0.7
 JQ0278'MILE TO A ROAD RIGHT JUST BEFORE REACHING THE ABANDONED
 JQ0278'RAILROAD BED.  TURN RIGHT AND GO 0.3 MILE ALONG DIRT ROAD TO
 JQ0278'STATION BLAIR AS DESCRIBED ABOVE.  A DRIVE STATION.
 JQ0278'
 JQ0278'BENCH MARK L-14 IS STAMPED 4818.137.  IT IS ABOUT 15 PACES NORTH
 JQ0278'OF THE ABANDONED RAILROAD BED.  IT IS A BRONZE CAP ATTACHED TO
 JQ0278'THE TOP OF A SECTION OF 3-1/2 INCH IRON PIPE THAT PROJECTS ABOUT
 JQ0278'5 INCHES ABOVE THE GROUND SURFACE.  THE MARK IS 0.269 METERS
 JQ0278'LOWER THAN THE STATION MARK.
 JQ0278
 JQ0278                          STATION RECOVERY (1953)
 JQ0278
 JQ0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 JQ0278'7.4 MI E FROM COALDALE.
 JQ0278'6.3 MILES EAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF THE
 JQ0278'HIGHWAYS AT COALDALE, THENCE 0.8 MILE SOUTH ALONG STATE HIGHWAY 47,
 JQ0278'THENCE 0.3 MILE WEST ALONG AN ABANDONED RAILROAD BED, 135.3 FEET
 JQ0278'SOUTHWEST OF BLAIR R.M. 1, 122.3 FEET SOUTHWEST OF TRIANGULATION
 JQ0278'STATION BLAIR, 76 1/2 FEET NORTH OF THE CENTER LINE OF THE RAILROAD
 JQ0278'BED, 1.8 FEET EAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 JQ0278'RAILROAD BED, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE WHICH IS
 JQ0278'ENCASED IN CONCRETE AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 JQ0278
 JQ0278                          STATION RECOVERY (1958)
 JQ0278
 JQ0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JQ0278'RECOVERED IN GOOD CONDITION.
 JQ0278
 JQ0278                          STATION RECOVERY (1984)
 JQ0278
 JQ0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0334 ***********************************************************************
 JR0334  DESIGNATION -  L 14 A
 JR0334  PID         -  JR0334
 JR0334  STATE/COUNTY-  NV/LYON
 JR0334  USGS QUAD   -  YERINGTON (1986)
 JR0334
 JR0334                         *CURRENT SURVEY CONTROL
 JR0334  ___________________________________________________________________
 JR0334* NAD 83(1986)-  38 58 33.     (N)    119 09 46.     (W)     SCALED    
 JR0334* NAVD 88     -      1338.49   (+/-2cm)    4391.4    (feet)  VERTCON   
 JR0334  ___________________________________________________________________
 JR0334  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 JR0334
 JR0334  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0334
 JR0334.The horizontal coordinates were scaled from a topographic map and have
 JR0334.an estimated accuracy of +/- 6 seconds.
 JR0334
 JR0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0334.The vertical order pertains to the NGVD 29 superseded value.
 JR0334
 JR0334.The geoid height was determined by GEOID03.
 JR0334
 JR0334;                    North         East    Units  Estimated Accuracy
 JR0334;SPC NV W     - 4,469,080.      749,790.      MT  (+/- 180 meters Scaled)
 JR0334
 JR0334                          SUPERSEDED SURVEY CONTROL
 JR0334
 JR0334  NGVD 29 (??/??/92) 1337.457  (m)         4387.97   (f) ADJ UNCH    2 0
 JR0334
 JR0334.Superseded values are not recommended for survey control.
 JR0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0334.See file dsdata.txt to determine how the superseded data were derived.
 JR0334
 JR0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD126163(NAD 83)
 JR0334_MARKER: DD = SURVEY DISK
 JR0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0334_STAMPING: 1 14 2
 JR0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0334+STABILITY: SURFACE MOTION
 JR0334
 JR0334  HISTORY     - Date     Condition        Report By
 JR0334  HISTORY     - UNK      MONUMENTED       NVGS
 JR0334  HISTORY     - 1951     GOOD             NGS
 JR0334
 JR0334                          STATION DESCRIPTION
 JR0334
 JR0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0334'0.7 MI S FROM YERINGTON.
 JR0334'0.7 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE IN
 JR0334'YERINGTON, 0.25 MILES SOUTH OF THE SOUTH CITY LIMITS OF THE
 JR0334'CITY, 55.5 FEET SOUTH OF A TELEPHONE POLE, 26 1/2 FEET EAST OF
 JR0334'THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTH OF THE CENTER
 JR0334'LINE OF THE PROLONGATION OF A DRIVEWAY LEADING NORTH TO THE BAR
 JR0334'S RANCH, 2.2 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY,
 JR0334'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE
 JR0334'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0237 ***********************************************************************
 GR0237  DESIGNATION -  L 140
 GR0237  PID         -  GR0237
 GR0237  STATE/COUNTY-  NV/CLARK
 GR0237  USGS QUAD   -  OVERTON NW (1983)
 GR0237
 GR0237                         *CURRENT SURVEY CONTROL
 GR0237  ___________________________________________________________________
 GR0237* NAD 83(1986)-  36 41 43.     (N)    114 29 56.     (W)     SCALED    
 GR0237* NAVD 88     -       627.181  (meters)    2057.68   (feet)  POSTED    
 GR0237  ___________________________________________________________________
 GR0237  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 GR0237  DYNAMIC HT  -         626.570 (meters)    2055.67  (feet)  COMP
 GR0237  MODELED GRAV-     979,639.0   (mgal)                       NAVD 88
 GR0237
 GR0237  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0237
 GR0237.The horizontal coordinates were scaled from a topographic map and have
 GR0237.an estimated accuracy of +/- 6 seconds.
 GR0237
 GR0237.The orthometric height was determined by differential leveling
 GR0237.and adjusted by the National Geodetic Survey in 1992..
 GR0237.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0237.rate of 0.0 thru 1.0 mm/km.
 GR0237
 GR0237.The geoid height was determined by GEOID03.
 GR0237
 GR0237.The dynamic height is computed by dividing the NAVD 88
 GR0237.geopotential number by the normal gravity value computed on the
 GR0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0237.degrees latitude (g = 980.6199 gals.).
 GR0237
 GR0237.The modeled gravity was interpolated from observed gravity values.
 GR0237
 GR0237;                    North         East    Units  Estimated Accuracy
 GR0237;SPC NV E     - 8,216,360.      296,900.      MT  (+/- 180 meters Scaled)
 GR0237
 GR0237                          SUPERSEDED SURVEY CONTROL
 GR0237
 GR0237  NGVD 29 (??/??/92)  626.506  (m)         2055.46   (f) ADJ UNCH    2 0
 GR0237
 GR0237.Superseded values are not recommended for survey control.
 GR0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0237.See file dsdata.txt to determine how the superseded data were derived.
 GR0237
 GR0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA234639(NAD 83)
 GR0237_MARKER: DD = SURVEY DISK
 GR0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0237_STAMPING: SEE TEXT
 GR0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0237+STABILITY: SURFACE MOTION
 GR0237
 GR0237  HISTORY     - Date     Condition        Report By
 GR0237  HISTORY     - 1957     MONUMENTED       NVDH
 GR0237  HISTORY     - 1957     GOOD             NGS
 GR0237  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0237
 GR0237                          STATION DESCRIPTION
 GR0237
 GR0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0237'26.05 MI SW FROM MESQUITE.
 GR0237'26.05 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0237'OFFICE IN MESQUITE, 2.1 MILES EAST FROM THE JUNCTION OF STATE ROUTE
 GR0237'12, AT THE JUNCTION OF THE OLD AND NEW HIGHWAY 91, 150.06 FEET NORTH
 GR0237'OF THE SOUTH RIGHT-OF-WAY MARKER POST, 49.94 FEET SOUTH OF THE CENTER
 GR0237'LINE OF NEW HIGHWAY, SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 GR0237'STAMPED DIST 49.94 STA D 0 + 00.00 PC N 1078 + 11.44 POT ANGLE 90 O L
 GR0237'140 1957.
 GR0237
 GR0237                          STATION RECOVERY (1982)
 GR0237
 GR0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0483 ***********************************************************************
 LQ0483  DESIGNATION -  L 141
 LQ0483  PID         -  LQ0483
 LQ0483  STATE/COUNTY-  NV/ELKO
 LQ0483  USGS QUAD   -  ELKO WEST (1975)
 LQ0483
 LQ0483                         *CURRENT SURVEY CONTROL
 LQ0483  ___________________________________________________________________
 LQ0483* NAD 83(1986)-  40 48 25.     (N)    115 50 02.     (W)     SCALED    
 LQ0483* NAVD 88     -      1560.025  (meters)    5118.18   (feet)  ADJUSTED  
 LQ0483  ___________________________________________________________________
 LQ0483  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 LQ0483  DYNAMIC HT  -        1558.722 (meters)    5113.91  (feet)  COMP
 LQ0483  MODELED GRAV-     979,734.5   (mgal)                       NAVD 88
 LQ0483
 LQ0483  VERT ORDER  -  SECOND    CLASS 0
 LQ0483
 LQ0483.The horizontal coordinates were scaled from a topographic map and have
 LQ0483.an estimated accuracy of +/- 6 seconds.
 LQ0483
 LQ0483.The orthometric height was determined by differential leveling
 LQ0483.and adjusted by the National Geodetic Survey in June 1991..
 LQ0483
 LQ0483.The geoid height was determined by GEOID03.
 LQ0483
 LQ0483.The dynamic height is computed by dividing the NAVD 88
 LQ0483.geopotential number by the normal gravity value computed on the
 LQ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0483.degrees latitude (g = 980.6199 gals.).
 LQ0483
 LQ0483.The modeled gravity was interpolated from observed gravity values.
 LQ0483
 LQ0483;                    North         East    Units  Estimated Accuracy
 LQ0483;SPC NV E     - 8,672,240.      178,860.      MT  (+/- 180 meters Scaled)
 LQ0483
 LQ0483                          SUPERSEDED SURVEY CONTROL
 LQ0483
 LQ0483  NGVD 29 (??/??/92) 1558.896  (m)         5114.48   (f) ADJ UNCH    2 0
 LQ0483
 LQ0483.Superseded values are not recommended for survey control.
 LQ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0483.See file dsdata.txt to determine how the superseded data were derived.
 LQ0483
 LQ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF983179(NAD 83)
 LQ0483_MARKER: DB = BENCH MARK DISK
 LQ0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0483_STAMPING: L 141 1957
 LQ0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0483+STABILITY: SURFACE MOTION
 LQ0483
 LQ0483  HISTORY     - Date     Condition        Report By
 LQ0483  HISTORY     - 1957     MONUMENTED       CGS
 LQ0483  HISTORY     - 1964     GOOD             NGS
 LQ0483
 LQ0483                          STATION DESCRIPTION
 LQ0483
 LQ0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0483'4.1 MI SW FROM ELKO.
 LQ0483'4.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0483'IDAHO STREETS AT ELKO, 0.4 MILE NORTHWEST OF HIGHWAY, ON TOP OF A
 LQ0483'MESA, AND BETWEEN TRIANGULATION STATIONS KEY AND AVENEL, 166 FEET WEST
 LQ0483'OF A NORTH-SOUTH FENCE LINE, 4.9 FEET SOUTH OF WITNESS POST, SET IN A
 LQ0483'ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 LQ0483
 LQ0483                          STATION RECOVERY (1964)
 LQ0483
 LQ0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LQ0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0484 ***********************************************************************
 MT0484  DESIGNATION -  L 142
 MT0484  PID         -  MT0484
 MT0484  STATE/COUNTY-  NV/ELKO
 MT0484  USGS QUAD   -  DEETH (1967)
 MT0484
 MT0484                         *CURRENT SURVEY CONTROL
 MT0484  ___________________________________________________________________
 MT0484* NAD 83(1986)-  41 03 35.     (N)    115 18 28.     (W)     SCALED    
 MT0484* NAVD 88     -      1625.204  (meters)    5332.02   (feet)  ADJUSTED  
 MT0484  ___________________________________________________________________
 MT0484  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 MT0484  DYNAMIC HT  -        1623.853 (meters)    5327.59  (feet)  COMP
 MT0484  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 MT0484
 MT0484  VERT ORDER  -  FIRST     CLASS II
 MT0484
 MT0484.The horizontal coordinates were scaled from a topographic map and have
 MT0484.an estimated accuracy of +/- 6 seconds.
 MT0484
 MT0484.The orthometric height was determined by differential leveling
 MT0484.and adjusted by the National Geodetic Survey in June 1991..
 MT0484
 MT0484.The geoid height was determined by GEOID03.
 MT0484
 MT0484.The dynamic height is computed by dividing the NAVD 88
 MT0484.geopotential number by the normal gravity value computed on the
 MT0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0484.degrees latitude (g = 980.6199 gals.).
 MT0484
 MT0484.The modeled gravity was interpolated from observed gravity values.
 MT0484
 MT0484;                    North         East    Units  Estimated Accuracy
 MT0484;SPC NV E     - 8,700,310.      223,160.      MT  (+/- 180 meters Scaled)
 MT0484
 MT0484                          SUPERSEDED SURVEY CONTROL
 MT0484
 MT0484  NGVD 29 (??/??/92) 1624.026  (m)         5328.16   (f) ADJ UNCH    1 2
 MT0484
 MT0484.Superseded values are not recommended for survey control.
 MT0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0484.See file dsdata.txt to determine how the superseded data were derived.
 MT0484
 MT0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF421467(NAD 83)
 MT0484_MARKER: DB = BENCH MARK DISK
 MT0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0484_STAMPING: L 142 1957
 MT0484_MARK LOGO: CGS   
 MT0484_PROJECTION: PROJECTING 6 CENTIMETERS
 MT0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0484+STABILITY: SURFACE MOTION
 MT0484
 MT0484  HISTORY     - Date     Condition        Report By
 MT0484  HISTORY     - 1957     MONUMENTED       CGS
 MT0484  HISTORY     - 1984     GOOD             NGS
 MT0484
 MT0484                          STATION DESCRIPTION
 MT0484
 MT0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0484'1.8 MI SW FROM DEETH.
 MT0484'0.6 MILE WEST ON A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 MT0484'STATION AT DEETH, THENCE 1.3 MILE SOUTHWEST ON U.S. HIGHWAY 40, 65
 MT0484'FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 6.1 FEET SOUTHEAST ON
 MT0484'NORTHEAST-SOUTHWEST FENCELINE, 9 FEET SOUTHWEST OF WITNESS POST, ABOUT
 MT0484'5 FEET HIGHER THAN THE HIGHWAY, SET IN A ROUND CONCRETE POST
 MT0484'PROJECTING 5 INCHES ABOVE GROUND SURFACE.
 MT0484
 MT0484                          STATION RECOVERY (1984)
 MT0484
 MT0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0484'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.15 KM
 MT0484'(0.1 MI) NORTH ALONG A DIRT ROAD FROM THE POST OFFICE IN DEETH, THENCE
 MT0484'0.8 KM (0.5 MI) SOUTHWEST ALONG A DIRT ROAD, THENCE 2.25 KM (1.4 MI)
 MT0484'WEST ALONG OLD US HIGHWAY 40, 3.0 KM (1.9 MI) EAST OF THE ABANDON
 MT0484'JUNCTION OF INTERSTATE 80, AT THE SOUTHWEST END OF A LONG LOW DIRT
 MT0484'CUT, 19.8 METERS (65 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 MT0484'1.8 METERS (6 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 MT0484'THE MARK IS 2.0 METERS  SE FROM A WITNESS POST.
 MT0484'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0298 ***********************************************************************
 MT0298  DESIGNATION -  L 143
 MT0298  PID         -  MT0298
 MT0298  STATE/COUNTY-  NV/ELKO
 MT0298  USGS QUAD   -  PEQUOP SUMMIT (1982)
 MT0298
 MT0298                         *CURRENT SURVEY CONTROL
 MT0298  ___________________________________________________________________
 MT0298* NAD 83(1986)-  41 04 15.     (N)    114 37 03.     (W)     SCALED    
 MT0298* NAVD 88     -      1929.417  (meters)    6330.10   (feet)  ADJUSTED  
 MT0298  ___________________________________________________________________
 MT0298  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 MT0298  DYNAMIC HT  -        1927.771 (meters)    6324.70  (feet)  COMP
 MT0298  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 MT0298
 MT0298  VERT ORDER  -  SECOND    CLASS 0
 MT0298
 MT0298.The horizontal coordinates were scaled from a topographic map and have
 MT0298.an estimated accuracy of +/- 6 seconds.
 MT0298
 MT0298.The orthometric height was determined by differential leveling
 MT0298.and adjusted by the National Geodetic Survey in June 1991..
 MT0298
 MT0298.The geoid height was determined by GEOID03.
 MT0298
 MT0298.The dynamic height is computed by dividing the NAVD 88
 MT0298.geopotential number by the normal gravity value computed on the
 MT0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0298.degrees latitude (g = 980.6199 gals.).
 MT0298
 MT0298.The modeled gravity was interpolated from observed gravity values.
 MT0298
 MT0298;                    North         East    Units  Estimated Accuracy
 MT0298;SPC NV E     - 8,701,960.      281,170.      MT  (+/- 180 meters Scaled)
 MT0298
 MT0298                          SUPERSEDED SURVEY CONTROL
 MT0298
 MT0298  NGVD 29 (??/??/92) 1928.250  (m)         6326.27   (f) ADJ UNCH    2 0
 MT0298
 MT0298.Superseded values are not recommended for survey control.
 MT0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0298.See file dsdata.txt to determine how the superseded data were derived.
 MT0298
 MT0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF001493(NAD 83)
 MT0298_MARKER: DB = BENCH MARK DISK
 MT0298_SETTING: 80 = SET IN A BOULDER
 MT0298_STAMPING: L 143 1957
 MT0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0298+STABILITY: SURFACE MOTION
 MT0298
 MT0298  HISTORY     - Date     Condition        Report By
 MT0298  HISTORY     - 1957     MONUMENTED       CGS
 MT0298
 MT0298                          STATION DESCRIPTION
 MT0298
 MT0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0298'19.55 MI E FROM WELLS.
 MT0298'19.55 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0298'AVE. AND U.S. HIGHWAY 40 AT WELLS, 56.0 FEET NORTH OF CENTER LINE OF
 MT0298'THE HIGHWAY, 38.6 FEET EAST OF THE NORTHEAST END OF A CONCRETE CULVERT
 MT0298'ON THE NORTH SIDE OF HIGHWAY, SET IN A BOULDER ABOUT 5 FEET HIGHER
 MT0298'THAN THE HIGHWAY MARKED WITH (B.M.) PAINTED ON BOULDER FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0063 ***********************************************************************
 LS0063  DESIGNATION -  L 145
 LS0063  PID         -  LS0063
 LS0063  STATE/COUNTY-  NV/PERSHING
 LS0063  USGS QUAD   -  IMLAY (1987)
 LS0063
 LS0063                         *CURRENT SURVEY CONTROL
 LS0063  ___________________________________________________________________
 LS0063* NAD 83(1986)-  40 39 16.     (N)    118 09 27.     (W)     SCALED    
 LS0063* NAVD 88     -      1291.008  (meters)    4235.58   (feet)  ADJUSTED  
 LS0063  ___________________________________________________________________
 LS0063  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 LS0063  DYNAMIC HT  -        1290.006 (meters)    4232.29  (feet)  COMP
 LS0063  MODELED GRAV-     979,803.7   (mgal)                       NAVD 88
 LS0063
 LS0063  VERT ORDER  -  FIRST     CLASS II
 LS0063
 LS0063.The horizontal coordinates were scaled from a topographic map and have
 LS0063.an estimated accuracy of +/- 6 seconds.
 LS0063
 LS0063.The orthometric height was determined by differential leveling
 LS0063.and adjusted by the National Geodetic Survey in June 1991..
 LS0063.WARNING-Repeat measurements at this control monument indicate possible
 LS0063.vertical movement.
 LS0063
 LS0063.The geoid height was determined by GEOID03.
 LS0063
 LS0063.The dynamic height is computed by dividing the NAVD 88
 LS0063.geopotential number by the normal gravity value computed on the
 LS0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0063.degrees latitude (g = 980.6199 gals.).
 LS0063
 LS0063.The modeled gravity was interpolated from observed gravity values.
 LS0063
 LS0063;                    North         East    Units  Estimated Accuracy
 LS0063;SPC NV W     - 4,655,360.      836,010.      MT  (+/- 180 meters Scaled)
 LS0063
 LS0063                          SUPERSEDED SURVEY CONTROL
 LS0063
 LS0063  NGVD 29 (??/??/92) 1289.989  (m)         4232.24   (f) ADJ UNCH    1 2
 LS0063
 LS0063.Superseded values are not recommended for survey control.
 LS0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0063.See file dsdata.txt to determine how the superseded data were derived.
 LS0063
 LS0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF021010(NAD 83)
 LS0063_MARKER: DB = BENCH MARK DISK
 LS0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0063_SP_SET: CONCRETE POST
 LS0063_STAMPING: L 145 1957
 LS0063_MARK LOGO: CGS   
 LS0063_PROJECTION: PROJECTING 5 CENTIMETERS
 LS0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0063+STABILITY: SURFACE MOTION
 LS0063
 LS0063  HISTORY     - Date     Condition        Report By
 LS0063  HISTORY     - 1957     MONUMENTED       CGS
 LS0063  HISTORY     - 1978     GOOD             NGS
 LS0063  HISTORY     - 1986     GOOD             NGS
 LS0063
 LS0063                          STATION DESCRIPTION
 LS0063
 LS0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0063'0.5 MI SW FROM IMLAY.
 LS0063'0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE LITTLE NEVADA BAR
 LS0063'AND CAFE AT IMLAY, 45.0 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 3.2
 LS0063'FEET SOUTHWEST OF WITNESS POST, SET IN A ROUND CONCRETE POST
 LS0063'PROJECTING 6 INCHES ABOVE GROUND SURFACE.
 LS0063
 LS0063                          STATION RECOVERY (1978)
 LS0063
 LS0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LS0063'0.65 MI SOUTHWEST ALONG THE NORTHWEST FRONTAGE ROAD OF INTERSTATE
 LS0063'HIGHWAY 80, 49.7 FT NORTHEAST OF TELEPHONE POLE 4763, 45.2 FT
 LS0063'NORTHWEST OF THE CENTERLINE OF THE ROAD, 15.8 FT SOUTHEAST OF A FENCE
 LS0063'LINE, 1.3 FT SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 LS0063'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FT ABOVE
 LS0063'THE GROUND.
 LS0063
 LS0063                          STATION RECOVERY (1986)
 LS0063
 LS0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0063'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.0 KM (0.6
 LS0063'MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 145)
 LS0063'IN IMLAY, 44.2 METERS (145 FT) NORTHWEST OF THE CENTERLINE OF THE
 LS0063'WESTBOUND LANES, 35.7 METERS (117 FT) NORTHWEST OF MILEPOST 145,
 LS0063'15.1 METERS (49.5 FT) NORTHEAST OF TELEPHONE POLE 4763, 13.7 METERS
 LS0063'(45.0 FT) NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD, 4.7 METERS
 LS0063'(15.5 FT) SOUTHEAST OF A FENCE.
 LS0063'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LS0063'THE MARK IS ABOVE LEVEL WITH THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0209 ***********************************************************************
 FS0209  DESIGNATION -  L 146
 FS0209  PID         -  FS0209
 FS0209  STATE/COUNTY-  NV/CLARK
 FS0209  USGS QUAD   -  JEAN (1989)
 FS0209
 FS0209                         *CURRENT SURVEY CONTROL
 FS0209  ___________________________________________________________________
 FS0209* NAD 83(1986)-  35 47 05.     (N)    115 19 14.     (W)     SCALED    
 FS0209* NAVD 88     -       871.23   (+/-2cm)    2858.4    (feet)  VERTCON   
 FS0209  ___________________________________________________________________
 FS0209  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 FS0209
 FS0209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0209
 FS0209.The horizontal coordinates were scaled from a topographic map and have
 FS0209.an estimated accuracy of +/- 6 seconds.
 FS0209
 FS0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0209.The vertical order pertains to the NGVD 29 superseded value.
 FS0209
 FS0209.The geoid height was determined by GEOID03.
 FS0209
 FS0209;                    North         East    Units  Estimated Accuracy
 FS0209;SPC NV E     - 8,114,820.      223,760.      MT  (+/- 180 meters Scaled)
 FS0209
 FS0209                          SUPERSEDED SURVEY CONTROL
 FS0209
 FS0209  NGVD 29 (??/??/92)  870.440  (m)         2855.77   (f) ADJ UNCH    2 0
 FS0209
 FS0209.Superseded values are not recommended for survey control.
 FS0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0209.See file dsdata.txt to determine how the superseded data were derived.
 FS0209
 FS0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV517613(NAD 83)
 FS0209_MARKER: DB = BENCH MARK DISK
 FS0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0209_STAMPING: L 146 1958
 FS0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0209+STABILITY: SURFACE MOTION
 FS0209
 FS0209  HISTORY     - Date     Condition        Report By
 FS0209  HISTORY     - 1958     MONUMENTED       CGS
 FS0209
 FS0209                          STATION DESCRIPTION
 FS0209
 FS0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0209'0.4 MI N FROM JEAN.
 FS0209'0.45 MILE NORTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 FS0209'HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN, 93.0 FEET SOUTHEAST OF
 FS0209'THE CENTER LINE OF THE HIGHWAY, 4.4 FEET SOUTHWEST OF A CONCRETE
 FS0209'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING ABOUT 6
 FS0209'INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1165 ***********************************************************************
 KR1165  DESIGNATION -  L 147
 KR1165  PID         -  KR1165
 KR1165  STATE/COUNTY-  NV/WASHOE
 KR1165  USGS QUAD   -  VERDI (1982)
 KR1165
 KR1165                         *CURRENT SURVEY CONTROL
 KR1165  ___________________________________________________________________
 KR1165* NAD 83(1986)-  39 31 05.     (N)    119 52 46.     (W)     SCALED    
 KR1165* NAVD 88     -      1475.322  (meters)    4840.29   (feet)  ADJUSTED  
 KR1165  ___________________________________________________________________
 KR1165  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 KR1165  DYNAMIC HT  -        1473.957 (meters)    4835.81  (feet)  COMP
 KR1165  MODELED GRAV-     979,649.9   (mgal)                       NAVD 88
 KR1165
 KR1165  VERT ORDER  -  SECOND    CLASS 0
 KR1165
 KR1165.The horizontal coordinates were scaled from a topographic map and have
 KR1165.an estimated accuracy of +/- 6 seconds.
 KR1165
 KR1165.The orthometric height was determined by differential leveling
 KR1165.and adjusted by the National Geodetic Survey in June 1991..
 KR1165
 KR1165.The geoid height was determined by GEOID03.
 KR1165
 KR1165.The dynamic height is computed by dividing the NAVD 88
 KR1165.geopotential number by the normal gravity value computed on the
 KR1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1165.degrees latitude (g = 980.6199 gals.).
 KR1165
 KR1165.The modeled gravity was interpolated from observed gravity values.
 KR1165
 KR1165;                    North         East    Units  Estimated Accuracy
 KR1165;SPC NV W     - 4,529,910.      688,560.      MT  (+/- 180 meters Scaled)
 KR1165
 KR1165                          SUPERSEDED SURVEY CONTROL
 KR1165
 KR1165  NGVD 29 (??/??/92) 1474.216  (m)         4836.66   (f) ADJ UNCH    2 0
 KR1165
 KR1165.Superseded values are not recommended for survey control.
 KR1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1165.See file dsdata.txt to determine how the superseded data were derived.
 KR1165
 KR1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD524782(NAD 83)
 KR1165_MARKER: DB = BENCH MARK DISK
 KR1165_SETTING: 80 = SET IN A BOULDER
 KR1165_STAMPING: L 147 1958
 KR1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1165+STABILITY: SURFACE MOTION
 KR1165
 KR1165  HISTORY     - Date     Condition        Report By
 KR1165  HISTORY     - 1958     MONUMENTED       CGS
 KR1165
 KR1165                          STATION DESCRIPTION
 KR1165
 KR1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR1165'2.05 MI E FROM LAWTON.
 KR1165'FROM LAWTON GO NORTH AND EAST ALONG A DIRT ROAD FOR 0.35 MILE TO A T
 KR1165'ROAD AT MESA PARK, THEN 0.05 MILE NORTH TO POWER LINE ROAD, THEN 1.65
 KR1165'MILE EAST, 47.0 FEET NORTH OF POWER POLE NO. 51279, 20.0 FEET NORTH OF
 KR1165'CENTER OF DIRT ROAD, 4.7 FEET EAST OF A CONCRETE WITNESS POST, SET IN
 KR1165'A DRILL HOLE IN A BOULDER PROJECTING 2 FEET ABOVE GROUND SURFACE. THIS
 KR1165'MARK IS LOCATED NEAR THE PROPOSED HIGHWAY ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0247 ***********************************************************************
 FS0247  DESIGNATION -  L 150
 FS0247  PID         -  FS0247
 FS0247  STATE/COUNTY-  NV/CLARK
 FS0247  USGS QUAD   -  ROACH (1985)
 FS0247
 FS0247                         *CURRENT SURVEY CONTROL
 FS0247  ___________________________________________________________________
 FS0247* NAD 83(1986)-  35 41 13.     (N)    115 21 02.     (W)     SCALED    
 FS0247* NAVD 88     -       796.464  (meters)    2613.07   (feet)  POSTED    
 FS0247  ___________________________________________________________________
 FS0247  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FS0247  DYNAMIC HT  -         795.590 (meters)    2610.20  (feet)  COMP
 FS0247  MODELED GRAV-     979,509.7   (mgal)                       NAVD 88
 FS0247
 FS0247  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0247
 FS0247.The horizontal coordinates were scaled from a topographic map and have
 FS0247.an estimated accuracy of +/- 6 seconds.
 FS0247
 FS0247.The orthometric height was determined by differential leveling
 FS0247.and adjusted by the National Geodetic Survey in 1992..
 FS0247.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0247.rate of 1.1 thru 2.0 mm/km.
 FS0247
 FS0247.The geoid height was determined by GEOID03.
 FS0247
 FS0247.The dynamic height is computed by dividing the NAVD 88
 FS0247.geopotential number by the normal gravity value computed on the
 FS0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0247.degrees latitude (g = 980.6199 gals.).
 FS0247
 FS0247.The modeled gravity was interpolated from observed gravity values.
 FS0247
 FS0247;                    North         East    Units  Estimated Accuracy
 FS0247;SPC NV E     - 8,103,960.      221,070.      MT  (+/- 180 meters Scaled)
 FS0247
 FS0247                          SUPERSEDED SURVEY CONTROL
 FS0247
 FS0247  NGVD 29 (??/??/92)  795.684  (m)         2610.51   (f) ADJ UNCH    1 2
 FS0247
 FS0247.Superseded values are not recommended for survey control.
 FS0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0247.See file dsdata.txt to determine how the superseded data were derived.
 FS0247
 FS0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV492504(NAD 83)
 FS0247_MARKER: DB = BENCH MARK DISK
 FS0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0247_STAMPING: L 150 1935
 FS0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0247+STABILITY: SURFACE MOTION
 FS0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0247+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 FS0247
 FS0247  HISTORY     - Date     Condition        Report By
 FS0247  HISTORY     - 1935     MONUMENTED       CGS
 FS0247  HISTORY     - 1949     GOOD             NGS
 FS0247  HISTORY     - 1970     GOOD             NGS
 FS0247  HISTORY     - 20011019 GOOD             NVGS
 FS0247
 FS0247                          STATION DESCRIPTION
 FS0247
 FS0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0247'6.5 MI S FROM JEAN.
 FS0247'6.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0247'AT JEAN, AT THE EAST EDGE OF ROACH DRY LAKE, 12 1/2 RAILS SOUTH
 FS0247'AND ACROSS THE TRACKS FROM BORAX ONE MILE SIGN, 5 1/2 FEET WEST
 FS0247'OF THE 10TH POLE SOUTH OF MILE POLE 295, 7 RAILS NORTH OF
 FS0247'SIGNAL 294.7, 64.2 FEET WEST OF THE WEST RAIL, 2.0 FEET NORTH
 FS0247'OF A WITNESS POST, ABOUT 5 1/2 FEET LOWER THAN THE TRACK, AND
 FS0247'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 FS0247'GROUND.
 FS0247
 FS0247                          STATION RECOVERY (1970)
 FS0247
 FS0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FS0247'RECOVERED IN GOOD CONDITION.
 FS0247
 FS0247                          STATION RECOVERY (2001)
 FS0247
 FS0247'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 FS0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0337 ***********************************************************************
 GS0337  DESIGNATION -  L 16
 GS0337  PID         -  GS0337
 GS0337  STATE/COUNTY-  NV/NYE
 GS0337  USGS QUAD   -  BEATTY MTN (1987)
 GS0337
 GS0337                         *CURRENT SURVEY CONTROL
 GS0337  ___________________________________________________________________
 GS0337* NAD 83(1986)-  36 55 42.     (N)    116 44 08.     (W)     SCALED    
 GS0337* NAVD 88     -      1036.315  (meters)    3399.98   (feet)  POSTED    
 GS0337  ___________________________________________________________________
 GS0337  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 GS0337  DYNAMIC HT  -        1035.230 (meters)    3396.42  (feet)  COMP
 GS0337  MODELED GRAV-     979,545.0   (mgal)                       NAVD 88
 GS0337
 GS0337  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GS0337
 GS0337.The horizontal coordinates were scaled from a topographic map and have
 GS0337.an estimated accuracy of +/- 6 seconds.
 GS0337
 GS0337.The orthometric height was determined by differential leveling
 GS0337.and adjusted by the National Geodetic Survey in 1992..
 GS0337.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GS0337.rate of 0.0 thru 1.0 mm/km.
 GS0337
 GS0337.The geoid height was determined by GEOID03.
 GS0337
 GS0337.The dynamic height is computed by dividing the NAVD 88
 GS0337.geopotential number by the normal gravity value computed on the
 GS0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0337.degrees latitude (g = 980.6199 gals.).
 GS0337
 GS0337.The modeled gravity was interpolated from observed gravity values.
 GS0337
 GS0337;                    North         East    Units  Estimated Accuracy
 GS0337;SPC NV C     - 6,241,680.      493,860.      MT  (+/- 180 meters Scaled)
 GS0337
 GS0337                          SUPERSEDED SURVEY CONTROL
 GS0337
 GS0337  NGVD 29 (??/??/??) 1035.403  (m)         3396.98   (f) ADJUSTED    1 2
 GS0337
 GS0337.Superseded values are not recommended for survey control.
 GS0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0337.See file dsdata.txt to determine how the superseded data were derived.
 GS0337
 GS0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA235869(NAD 83)
 GS0337_MARKER: DB = BENCH MARK DISK
 GS0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0337_STAMPING: 3396.985
 GS0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0337+STABILITY: SURFACE MOTION
 GS0337
 GS0337  HISTORY     - Date     Condition        Report By
 GS0337  HISTORY     - UNK      MONUMENTED       CGS
 GS0337  HISTORY     - 1954     GOOD             USGS
 GS0337  HISTORY     - 1983     MARK NOT FOUND   NGS
 GS0337  HISTORY     - 1983     MARK NOT FOUND   USGS
 GS0337
 GS0337                          STATION DESCRIPTION
 GS0337
 GS0337'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GS0337'2 MI N FROM BEATTY.
 GS0337'ABOUT 2 MILES NORTH ALONG U.S. HIGHWAY 95 FROM BEATTY, NYE
 GS0337'COUNTY, ABOUT 200 FEET SOUTH OF A DIM-ROAD INTERSECTION, AND
 GS0337'45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 GS0337'STAMPED 3396.985 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GS0337'10 INCHES ABOVE GROUND.
 GS0337
 GS0337                          STATION RECOVERY (1983)
 GS0337
 GS0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0337'NOT RECOVERED.
 GS0337
 GS0337                          STATION RECOVERY (1983)
 GS0337
 GS0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 GS0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0070 ***********************************************************************
 GR0070  DESIGNATION -  L 160
 GR0070  PID         -  GR0070
 GR0070  STATE/COUNTY-  NV/CLARK
 GR0070  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0070
 GR0070                         *CURRENT SURVEY CONTROL
 GR0070  ___________________________________________________________________
 GR0070* NAD 83(1986)-  36 45 32.     (N)    114 15 06.     (W)     SCALED    
 GR0070* NAVD 88     -       598.766  (meters)    1964.45   (feet)  POSTED    
 GR0070  ___________________________________________________________________
 GR0070  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GR0070  DYNAMIC HT  -         598.180 (meters)    1962.53  (feet)  COMP
 GR0070  MODELED GRAV-     979,629.2   (mgal)                       NAVD 88
 GR0070
 GR0070  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0070
 GR0070.The horizontal coordinates were scaled from a topographic map and have
 GR0070.an estimated accuracy of +/- 6 seconds.
 GR0070
 GR0070.The orthometric height was determined by differential leveling
 GR0070.and adjusted by the National Geodetic Survey in 1992..
 GR0070.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0070.rate of 2.1 thru 3.0 mm/km.
 GR0070
 GR0070.The geoid height was determined by GEOID03.
 GR0070
 GR0070.The dynamic height is computed by dividing the NAVD 88
 GR0070.geopotential number by the normal gravity value computed on the
 GR0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0070.degrees latitude (g = 980.6199 gals.).
 GR0070
 GR0070.The modeled gravity was interpolated from observed gravity values.
 GR0070
 GR0070;                    North         East    Units  Estimated Accuracy
 GR0070;SPC NV E     - 8,223,700.      318,900.      MT  (+/- 180 meters Scaled)
 GR0070
 GR0070                          SUPERSEDED SURVEY CONTROL
 GR0070
 GR0070  NGVD 29 (??/??/92)  598.074  (m)         1962.18   (f) ADJ UNCH    1 1
 GR0070
 GR0070.Superseded values are not recommended for survey control.
 GR0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0070.See file dsdata.txt to determine how the superseded data were derived.
 GR0070
 GR0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA453716(NAD 83)
 GR0070_MARKER: DB = BENCH MARK DISK
 GR0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0070_STAMPING: L 160 1935
 GR0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0070+STABILITY: SURFACE MOTION
 GR0070
 GR0070  HISTORY     - Date     Condition        Report By
 GR0070  HISTORY     - 1935     MONUMENTED       CGS
 GR0070  HISTORY     - 1957     GOOD             NGS
 GR0070
 GR0070                          STATION DESCRIPTION
 GR0070
 GR0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0070'9.4 MI W FROM BUNKERVILLE.
 GR0070'9.4 MILES WEST ALONG U. S. HIGHWAY 91 FROM BUNKERVILLE, CLARK COUNTY,
 GR0070'0.4 MILE NORTHEAST OF THE SUMMIT OF THE GRADE AT THE EAST EDGE OF
 GR0070'MORMON MESA, 95 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6
 GR0070'FEET WEST OF THE BANK OF A CUT IN THE HIGHWAY, AND 3 FEET NORTH OF A
 GR0070'5-INCH TRIANGULAR CONCRETE POST PROJECTING 2 FEET ABOVE THE GROUND. A
 GR0070'STANDARD DISK, STAMPED L 160 1935 AND SET IN THE TOP OF A CONCRETE
 GR0070'POST PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0701 ***********************************************************************
 GR0701  DESIGNATION -  L 161
 GR0701  PID         -  GR0701
 GR0701  STATE/COUNTY-  NV/CLARK
 GR0701  USGS QUAD   -  UTE (1983)
 GR0701
 GR0701                         *CURRENT SURVEY CONTROL
 GR0701  ___________________________________________________________________
 GR0701* NAD 83(1986)-  36 31 32.     (N)    114 44 28.     (W)     SCALED    
 GR0701* NAVD 88     -       606.611  (meters)    1990.19   (feet)  ADJUSTED  
 GR0701  ___________________________________________________________________
 GR0701  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 GR0701  DYNAMIC HT  -         606.009 (meters)    1988.21  (feet)  COMP
 GR0701  MODELED GRAV-     979,620.5   (mgal)                       NAVD 88
 GR0701
 GR0701  VERT ORDER  -  FIRST     CLASS I
 GR0701
 GR0701.The horizontal coordinates were scaled from a topographic map and have
 GR0701.an estimated accuracy of +/- 6 seconds.
 GR0701
 GR0701.The orthometric height was determined by differential leveling
 GR0701.and adjusted by the National Geodetic Survey in June 1991..
 GR0701
 GR0701.The geoid height was determined by GEOID03.
 GR0701
 GR0701.The dynamic height is computed by dividing the NAVD 88
 GR0701.geopotential number by the normal gravity value computed on the
 GR0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0701.degrees latitude (g = 980.6199 gals.).
 GR0701
 GR0701.The modeled gravity was interpolated from observed gravity values.
 GR0701
 GR0701;                    North         East    Units  Estimated Accuracy
 GR0701;SPC NV E     - 8,197,310.      275,420.      MT  (+/- 180 meters Scaled)
 GR0701
 GR0701                          SUPERSEDED SURVEY CONTROL
 GR0701
 GR0701  NGVD 29 (??/??/92)  605.919  (m)         1987.92   (f) ADJ UNCH    1 1
 GR0701
 GR0701.Superseded values are not recommended for survey control.
 GR0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0701.See file dsdata.txt to determine how the superseded data were derived.
 GR0701
 GR0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA022446(NAD 83)
 GR0701_MARKER: DB = BENCH MARK DISK
 GR0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0701_STAMPING: L 161 1935
 GR0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0701+STABILITY: SURFACE MOTION
 GR0701
 GR0701  HISTORY     - Date     Condition        Report By
 GR0701  HISTORY     - 1935     MONUMENTED       CGS
 GR0701  HISTORY     - 1949     GOOD             NGS
 GR0701  HISTORY     - 1970     GOOD             NGS
 GR0701  HISTORY     - 1982     GOOD             NGS
 GR0701
 GR0701                          STATION DESCRIPTION
 GR0701
 GR0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0701'12.6 MI SW FROM MOAPA.
 GR0701'12.6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0701'AT MOAPA, AT THE NORTH END OF A CUT AND THE SOUTH END OF A FILL, 89
 GR0701'1/2 FEET EAST OF AND ACROSS THE TRACKS FROM THE 14TH POLE SOUTH OF
 GR0701'MILEPOLE 371, 43.3 FEET EAST OF THE EAST RAIL, 4.2 FEET NORTH OF A
 GR0701'TELEPHONE POLE, 3.6 FEET SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT
 GR0701'LEVEL WITH THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 GR0701'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 GR0701
 GR0701                          STATION RECOVERY (1970)
 GR0701
 GR0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GR0701'RECOVERED IN GOOD CONDITION.
 GR0701
 GR0701                          STATION RECOVERY (1982)
 GR0701
 GR0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0276 ***********************************************************************
 GR0276  DESIGNATION -  L 163
 GR0276  PID         -  GR0276
 GR0276  STATE/COUNTY-  NV/CLARK
 GR0276  USGS QUAD   -  OVERTON BEACH (1983)
 GR0276
 GR0276                         *CURRENT SURVEY CONTROL
 GR0276  ___________________________________________________________________
 GR0276* NAD 83(1986)-  36 28 33.     (N)    114 18 49.     (W)     SCALED    
 GR0276* NAVD 88     -       432.536  (meters)    1419.08   (feet)  POSTED    
 GR0276  ___________________________________________________________________
 GR0276  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 GR0276  DYNAMIC HT  -         432.110 (meters)    1417.68  (feet)  COMP
 GR0276  MODELED GRAV-     979,646.8   (mgal)                       NAVD 88
 GR0276
 GR0276  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0276
 GR0276.The horizontal coordinates were scaled from a topographic map and have
 GR0276.an estimated accuracy of +/- 6 seconds.
 GR0276
 GR0276.The orthometric height was determined by differential leveling
 GR0276.and adjusted by the National Geodetic Survey in 1992..
 GR0276.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0276.rate of 1.1 thru 2.0 mm/km.
 GR0276
 GR0276.The geoid height was determined by GEOID03.
 GR0276
 GR0276.The dynamic height is computed by dividing the NAVD 88
 GR0276.geopotential number by the normal gravity value computed on the
 GR0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0276.degrees latitude (g = 980.6199 gals.).
 GR0276
 GR0276.The modeled gravity was interpolated from observed gravity values.
 GR0276
 GR0276;                    North         East    Units  Estimated Accuracy
 GR0276;SPC NV E     - 8,192,220.      313,780.      MT  (+/- 180 meters Scaled)
 GR0276
 GR0276                          SUPERSEDED SURVEY CONTROL
 GR0276
 GR0276  NGVD 29 (??/??/92)  431.880  (m)         1416.93   (f) ADJ UNCH    1 1
 GR0276
 GR0276.Superseded values are not recommended for survey control.
 GR0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0276.See file dsdata.txt to determine how the superseded data were derived.
 GR0276
 GR0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA406400(NAD 83)
 GR0276_MARKER: DB = BENCH MARK DISK
 GR0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0276_STAMPING: L 163 1935
 GR0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0276+STABILITY: SURFACE MOTION
 GR0276
 GR0276  HISTORY     - Date     Condition        Report By
 GR0276  HISTORY     - 1935     MONUMENTED       CGS
 GR0276  HISTORY     - 1950     GOOD             NGS
 GR0276
 GR0276                          STATION DESCRIPTION
 GR0276
 GR0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0276'39.2 MI S FROM RIVERSIDE.
 GR0276'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0276'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0276'THENCE 12.1 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GR0276'FERRY ROAD, 31 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.1 FEET
 GR0276'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 GR0276'OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0013 ***********************************************************************
 GR0013  DESIGNATION -  L 164
 GR0013  PID         -  GR0013
 GR0013  STATE/COUNTY-  NV/CLARK
 GR0013  USGS QUAD   -  OVERTON (1983)
 GR0013
 GR0013                         *CURRENT SURVEY CONTROL
 GR0013  ___________________________________________________________________
 GR0013* NAD 83(1986)-  36 33 17.     (N)    114 23 28.     (W)     SCALED    
 GR0013* NAVD 88     -       565.319  (meters)    1854.72   (feet)  POSTED    
 GR0013  ___________________________________________________________________
 GR0013  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GR0013  DYNAMIC HT  -         564.760 (meters)    1852.88  (feet)  COMP
 GR0013  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 GR0013
 GR0013  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0013
 GR0013.The horizontal coordinates were scaled from a topographic map and have
 GR0013.an estimated accuracy of +/- 6 seconds.
 GR0013
 GR0013.The orthometric height was determined by differential leveling
 GR0013.and adjusted by the National Geodetic Survey in 1992..
 GR0013.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0013.rate of 0.0 thru 1.0 mm/km.
 GR0013
 GR0013.The geoid height was determined by GEOID03.
 GR0013
 GR0013.The dynamic height is computed by dividing the NAVD 88
 GR0013.geopotential number by the normal gravity value computed on the
 GR0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0013.degrees latitude (g = 980.6199 gals.).
 GR0013
 GR0013.The modeled gravity was interpolated from observed gravity values.
 GR0013
 GR0013;                    North         East    Units  Estimated Accuracy
 GR0013;SPC NV E     - 8,200,880.      306,730.      MT  (+/- 180 meters Scaled)
 GR0013
 GR0013                          SUPERSEDED SURVEY CONTROL
 GR0013
 GR0013  NGVD 29 (??/??/92)  564.661  (m)         1852.56   (f) ADJ UNCH    1 1
 GR0013
 GR0013.Superseded values are not recommended for survey control.
 GR0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0013.See file dsdata.txt to determine how the superseded data were derived.
 GR0013
 GR0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA334486(NAD 83)
 GR0013_MARKER: DB = BENCH MARK DISK
 GR0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0013_STAMPING: L 164 1935
 GR0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0013+STABILITY: SURFACE MOTION
 GR0013
 GR0013  HISTORY     - Date     Condition        Report By
 GR0013  HISTORY     - 1935     MONUMENTED       CGS
 GR0013  HISTORY     - 1950     GOOD             NGS
 GR0013  HISTORY     - 1979     GOOD             USGS
 GR0013
 GR0013                          STATION DESCRIPTION
 GR0013
 GR0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0013'6.4 MI NE FROM OVERTON.
 GR0013'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT OVERTON,
 GR0013'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3 MILES NORTH
 GR0013'ALONG A GRADED ROAD, THENCE 2.7 MILES NORTHEAST ALONG A TRACK ROAD,
 GR0013'THENCE 2.1 MILES SOUTHEAST ACROSS MORMON MESA, 12 FEET EAST OF THE
 GR0013'CENTER LINE OF A DIM TRACK ROAD, 3.3 FEET NORTHWEST OF A WITNESS POST,
 GR0013'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GR0013'PROJECTING 1.0 FOOT ABOVE THE GROUND.
 GR0013
 GR0013                          STATION RECOVERY (1979)
 GR0013
 GR0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0013'OVERTON POST OFFICE, 4 MI NORTH AND EAST ALONG ROAD TO MORMON MESA.
 GR0013'THENCE 2.4 MI SE ALONG TRACK RD ON MORMON MESA, .4 MI E CROSS COUNTRY
 GR0013'OF TRACK RD, 3.3 FT NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 GR0013'CONCRETE POST. STANDARD TABLET STAMPED L 164 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0015 ***********************************************************************
 FS0015  DESIGNATION -  L 166
 FS0015  PID         -  FS0015
 FS0015  STATE/COUNTY-  NV/CLARK
 FS0015  USGS QUAD   -  BOULDER CITY NW (1983)
 FS0015
 FS0015                         *CURRENT SURVEY CONTROL
 FS0015  ___________________________________________________________________
 FS0015* NAD 83(1986)-  35 55 31.     (N)    114 55 11.     (W)     SCALED    
 FS0015* NAVD 88     -       538.597  (meters)    1767.05   (feet)  POSTED    
 FS0015  ___________________________________________________________________
 FS0015  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FS0015  DYNAMIC HT  -         538.040 (meters)    1765.22  (feet)  COMP
 FS0015  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 FS0015
 FS0015  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0015
 FS0015.The horizontal coordinates were scaled from a topographic map and have
 FS0015.an estimated accuracy of +/- 6 seconds.
 FS0015
 FS0015.The orthometric height was determined by differential leveling
 FS0015.and adjusted by the National Geodetic Survey in 1992..
 FS0015.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0015.rate of 0.0 thru 1.0 mm/km.
 FS0015
 FS0015.The geoid height was determined by GEOID03.
 FS0015
 FS0015.The dynamic height is computed by dividing the NAVD 88
 FS0015.geopotential number by the normal gravity value computed on the
 FS0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0015.degrees latitude (g = 980.6199 gals.).
 FS0015
 FS0015.The modeled gravity was interpolated from observed gravity values.
 FS0015
 FS0015;                    North         East    Units  Estimated Accuracy
 FS0015;SPC NV E     - 8,130,580.      259,880.      MT  (+/- 180 meters Scaled)
 FS0015
 FS0015                          SUPERSEDED SURVEY CONTROL
 FS0015
 FS0015  NGVD 29 (??/??/92)  537.892  (m)         1764.73   (f) ADJ UNCH    1 1
 FS0015
 FS0015.Superseded values are not recommended for survey control.
 FS0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0015.See file dsdata.txt to determine how the superseded data were derived.
 FS0015
 FS0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV876776(NAD 83)
 FS0015_MARKER: DB = BENCH MARK DISK
 FS0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0015_STAMPING: L 166 1935
 FS0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0015+STABILITY: SURFACE MOTION
 FS0015
 FS0015  HISTORY     - Date     Condition        Report By
 FS0015  HISTORY     - 1935     MONUMENTED       CGS
 FS0015  HISTORY     - 1949     GOOD             NGS
 FS0015  HISTORY     - 1963     GOOD             NGS
 FS0015
 FS0015                          STATION DESCRIPTION
 FS0015
 FS0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0015'3.4 MI S FROM ALUNITE.
 FS0015'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE JUNCTION OF U.S.
 FS0015'HIGHWAY 93 AT ALUNITE, THENCE 1.7 MILES SOUTH ALONG OLD
 FS0015'ABANDONED STATE HIGHWAY 5, AT THE NORTHEAST SIDE OF A BORROW
 FS0015'PIT, ABOUT 0.35 MILE NORTH OF A DWELLING, ABOUT 0.2 MILE WEST
 FS0015'OF U.S. HIGHWAY 95, 45 FEET EAST OF THE CENTER LINE OF THE
 FS0015'HIGHWAY, 3.0 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP
 FS0015'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FS0015
 FS0015                          STATION RECOVERY (1963)
 FS0015
 FS0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0034 ***********************************************************************
 FS0034  DESIGNATION -  L 167
 FS0034  PID         -  FS0034
 FS0034  STATE/COUNTY-  NV/CLARK
 FS0034  USGS QUAD   -  BOULDER CITY (1983)
 FS0034
 FS0034                         *CURRENT SURVEY CONTROL
 FS0034  ___________________________________________________________________
 FS0034* NAD 83(1986)-  35 58 31.     (N)    114 50 41.     (W)     SCALED    
 FS0034* NAVD 88     -       756.123  (meters)    2480.71   (feet)  POSTED    
 FS0034  ___________________________________________________________________
 FS0034  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FS0034  DYNAMIC HT  -         755.330 (meters)    2478.11  (feet)  COMP
 FS0034  MODELED GRAV-     979,556.1   (mgal)                       NAVD 88
 FS0034
 FS0034  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0034
 FS0034.The horizontal coordinates were scaled from a topographic map and have
 FS0034.an estimated accuracy of +/- 6 seconds.
 FS0034
 FS0034.The orthometric height was determined by differential leveling
 FS0034.and adjusted by the National Geodetic Survey in 1992..
 FS0034.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0034.rate of 2.1 thru 3.0 mm/km.
 FS0034
 FS0034.The geoid height was determined by GEOID03.
 FS0034
 FS0034.The dynamic height is computed by dividing the NAVD 88
 FS0034.geopotential number by the normal gravity value computed on the
 FS0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0034.degrees latitude (g = 980.6199 gals.).
 FS0034
 FS0034.The modeled gravity was interpolated from observed gravity values.
 FS0034
 FS0034;                    North         East    Units  Estimated Accuracy
 FS0034;SPC NV E     - 8,136,180.      266,610.      MT  (+/- 180 meters Scaled)
 FS0034
 FS0034                          SUPERSEDED SURVEY CONTROL
 FS0034
 FS0034  NGVD 29 (??/??/92)  755.404  (m)         2478.35   (f) ADJ UNCH    1 1
 FS0034
 FS0034.Superseded values are not recommended for survey control.
 FS0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0034.See file dsdata.txt to determine how the superseded data were derived.
 FS0034
 FS0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV943833(NAD 83)
 FS0034_MARKER: DB = BENCH MARK DISK
 FS0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0034_STAMPING: L 167 1935
 FS0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0034+STABILITY: SURFACE MOTION
 FS0034
 FS0034  HISTORY     - Date     Condition        Report By
 FS0034  HISTORY     - 1935     MONUMENTED       CGS
 FS0034  HISTORY     - 1950     GOOD             NGS
 FS0034  HISTORY     - 1963     GOOD             NGS
 FS0034  HISTORY     - 1981     MARK NOT FOUND   NGS
 FS0034
 FS0034                          STATION DESCRIPTION
 FS0034
 FS0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0034'0.8 MI SW FROM BOULDER CITY.
 FS0034'IN BOULDER CITY, 0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 93 FROM
 FS0034'THE U.S. BUREAU OF RECLAMATION ADMINISTRATION BUILDING, IN A
 FS0034'TRIANGLE FORMED BY THE JUNCTION OF A TRUCK ROUTE BYPASSING BOULDER
 FS0034'CITY, 110.2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 38.3
 FS0034'FEET EAST OF THE NORTHEAST CORNER OF A MOBLIS GAS STATION, 38.1
 FS0034'FEET SOUTHWEST OF THE CENTER LINE OF THE EAST LEG OF THE
 FS0034'TRIANGLE, SURROUNDD BY FIVE 4-INCH CONCRETE-FLLED IRON PIPES
 FS0034'PAINTED RED, 2.5 FEET SOUTH OF A WITNESS POST, AND SET IN THE
 FS0034'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FS0034
 FS0034                          STATION RECOVERY (1963)
 FS0034
 FS0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0034'RECOVERED IN GOOD CONDITION.
 FS0034
 FS0034                          STATION RECOVERY (1981)
 FS0034
 FS0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0034'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0453 ***********************************************************************
 GR0453  DESIGNATION -  L 168
 GR0453  PID         -  GR0453
 GR0453  STATE/COUNTY-  NV/CLARK
 GR0453  USGS QUAD   -  GOVERNMENT WASH (1970)
 GR0453
 GR0453                         *CURRENT SURVEY CONTROL
 GR0453  ___________________________________________________________________
 GR0453* NAD 83(1986)-  36 13 26.     (N)    114 47 02.     (W)     SCALED    
 GR0453* NAVD 88     -       675.362  (meters)    2215.75   (feet)  POSTED    
 GR0453  ___________________________________________________________________
 GR0453  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 GR0453  DYNAMIC HT  -         674.690 (meters)    2213.55  (feet)  COMP
 GR0453  MODELED GRAV-     979,610.0   (mgal)                       NAVD 88
 GR0453
 GR0453  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0453
 GR0453.The horizontal coordinates were scaled from a topographic map and have
 GR0453.an estimated accuracy of +/- 6 seconds.
 GR0453
 GR0453.The orthometric height was determined by differential leveling
 GR0453.and adjusted by the National Geodetic Survey in 1992..
 GR0453.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0453.rate of 0.0 thru 1.0 mm/km.
 GR0453
 GR0453.The geoid height was determined by GEOID03.
 GR0453
 GR0453.The dynamic height is computed by dividing the NAVD 88
 GR0453.geopotential number by the normal gravity value computed on the
 GR0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0453.degrees latitude (g = 980.6199 gals.).
 GR0453
 GR0453.The modeled gravity was interpolated from observed gravity values.
 GR0453
 GR0453;                    North         East    Units  Estimated Accuracy
 GR0453;SPC NV E     - 8,163,810.      271,870.      MT  (+/- 180 meters Scaled)
 GR0453
 GR0453                          SUPERSEDED SURVEY CONTROL
 GR0453
 GR0453  NGVD 29 (??/??/92)  674.67   (m)         2213.5    (f) COMPUTED    1 1
 GR0453
 GR0453.Superseded values are not recommended for survey control.
 GR0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0453.See file dsdata.txt to determine how the superseded data were derived.
 GR0453
 GR0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA991110(NAD 83)
 GR0453_MARKER: DB = BENCH MARK DISK
 GR0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0453_STAMPING: L 168 1935
 GR0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0453+STABILITY: SURFACE MOTION
 GR0453
 GR0453  HISTORY     - Date     Condition        Report By
 GR0453  HISTORY     - 1935     MONUMENTED       CGS
 GR0453  HISTORY     - 1950     GOOD             NGS
 GR0453  HISTORY     - 1963     MARK NOT FOUND   NGS
 GR0453
 GR0453                          STATION DESCRIPTION
 GR0453
 GR0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0453'24.7 MI E FROM LAS VEGAS.
 GR0453'10.0 MILES NORTHEAST ALONG U.S. HIGHWAY 93 FROM THE UNION PACIFIC
 GR0453'RAILROAD STATION AT LAS VEGAS, THENCE 14.7 MILES EAST ALONG A DIRT
 GR0453'ROAD, 29 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A WASH, 17 FEET
 GR0453'SOUTH OF THE CENTER LINE OF THE ROAD, 2.4 FEET SOUTH OF A WITNESS
 GR0453'POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 GR0453'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 GR0453
 GR0453                          STATION RECOVERY (1963)
 GR0453
 GR0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1101 ***********************************************************************
 GR1101  DESIGNATION -  L 169
 GR1101  PID         -  GR1101
 GR1101  STATE/COUNTY-  NV/CLARK
 GR1101  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1101
 GR1101                         *CURRENT SURVEY CONTROL
 GR1101  ___________________________________________________________________
 GR1101* NAD 83(1986)-  36 10 36.     (N)    115 08 32.     (W)     SCALED    
 GR1101* NAVD 88     -       614.51   (+/-2cm)    2016.1    (feet)  VERTCON   
 GR1101  ___________________________________________________________________
 GR1101  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR1101
 GR1101  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1101
 GR1101.The horizontal coordinates were scaled from a topographic map and have
 GR1101.an estimated accuracy of +/- 6 seconds.
 GR1101
 GR1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1101.The vertical order pertains to the NGVD 29 superseded value.
 GR1101
 GR1101.The geoid height was determined by GEOID03.
 GR1101
 GR1101;                    North         East    Units  Estimated Accuracy
 GR1101;SPC NV E     - 8,158,360.      239,680.      MT  (+/- 180 meters Scaled)
 GR1101
 GR1101                          SUPERSEDED SURVEY CONTROL
 GR1101
 GR1101  NGVD 29 (??/??/92)  613.879  (m)         2014.03   (f) ADJ UNCH    1 2
 GR1101
 GR1101.Superseded values are not recommended for survey control.
 GR1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1101.See file dsdata.txt to determine how the superseded data were derived.
 GR1101
 GR1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA670051(NAD 83)
 GR1101_MARKER: DB = BENCH MARK DISK
 GR1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1101_STAMPING: L 169 1935
 GR1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1101+STABILITY: SURFACE MOTION
 GR1101
 GR1101  HISTORY     - Date     Condition        Report By
 GR1101  HISTORY     - 1935     MONUMENTED       CGS
 GR1101  HISTORY     - 1963     GOOD             NGS
 GR1101  HISTORY     - 1980     MARK NOT FOUND   NGS
 GR1101
 GR1101                          STATION DESCRIPTION
 GR1101
 GR1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1101'IN LAS VEGAS.
 GR1101'AT LAS VEGAS, 0.4 MILE NORTH ALONG MAIN STREET (US HIGHWAY 95) FROM
 GR1101'THE UNION PACIFIC RAILROAD STATION, 70 YARDS SOUTH OF THE INTERSECTION
 GR1101'OF U.S. HIGHWAYS 95 AND 91, 10.2 FEET EAST OF THE EAST CURB OF MAIN
 GR1101'STREET, 11.8 FEET WEST OF THE NORTHWEST CORNER OF THE BELL SECOND HAND
 GR1101'FURNITURE STORE (512 MAIN STREET), 3.2 FEET NORTHEAST OF THE SOUTHWEST
 GR1101'CORNER OF AN ASPHALT PARKING LOT, 1.0 FOOT SOUTHEAST OF A 1 1/2-INCH
 GR1101'IRON PIPE SUPPORTING A FREE PARKING SIGN, ABOUT 1/2 FOOT HIGHER THAN
 GR1101'THE STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 GR1101'ABOVE THE ASPHALT PARKING LOT.
 GR1101
 GR1101                          STATION RECOVERY (1980)
 GR1101
 GR1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1101'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED ON
 GR1101'THIS DATE.  THE STREETS AND HIGHWAY HAVE BEEN WIDENED AND THE MARK
 GR1101'WAS DESTROYED OR COVERED WITH ASPHALT OR CONCRETE PAVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0348 ***********************************************************************
 JR0348  DESIGNATION -  L 17
 JR0348  PID         -  JR0348
 JR0348  STATE/COUNTY-  NV/LYON
 JR0348  USGS QUAD   -  YERINGTON NE (1986)
 JR0348
 JR0348                         *CURRENT SURVEY CONTROL
 JR0348  ___________________________________________________________________
 JR0348* NAD 83(1986)-  38 56 23.     (N)    119 06 20.     (W)     SCALED    
 JR0348* NAVD 88     -      1363.18   (+/-2cm)    4472.4    (feet)  VERTCON   
 JR0348  ___________________________________________________________________
 JR0348  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JR0348
 JR0348  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0348
 JR0348.The horizontal coordinates were scaled from a topographic map and have
 JR0348.an estimated accuracy of +/- 6 seconds.
 JR0348
 JR0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0348.The vertical order pertains to the NGVD 29 superseded value.
 JR0348
 JR0348.The geoid height was determined by GEOID03.
 JR0348
 JR0348;                    North         East    Units  Estimated Accuracy
 JR0348;SPC NV W     - 4,465,040.      754,730.      MT  (+/- 180 meters Scaled)
 JR0348
 JR0348                          SUPERSEDED SURVEY CONTROL
 JR0348
 JR0348  NGVD 29 (??/??/92) 1362.135  (m)         4468.94   (f) ADJ UNCH    2 0
 JR0348
 JR0348.Superseded values are not recommended for survey control.
 JR0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0348.See file dsdata.txt to determine how the superseded data were derived.
 JR0348
 JR0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD175121(NAD 83)
 JR0348_MARKER: DD = SURVEY DISK
 JR0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0348_STAMPING: 1 17 1
 JR0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0348+STABILITY: SURFACE MOTION
 JR0348
 JR0348  HISTORY     - Date     Condition        Report By
 JR0348  HISTORY     - UNK      MONUMENTED       NVGS
 JR0348  HISTORY     - 1951     GOOD             NGS
 JR0348
 JR0348                          STATION DESCRIPTION
 JR0348
 JR0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0348'6.6 MI SE FROM YERINGTON.
 JR0348'0.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0348'YERINGTON, THENCE 1.2 MILES EAST ALONG A PAVED ROAD, THENCE 3.1
 JR0348'MILES SOUTH ALONG A GRAVEL ROAD, THENCE 2.1 MILES EAST ALONG
 JR0348'A GRAVEL ROAD, 82 FEET WEST OF POWER LINE POLE NO. 46635, 30
 JR0348'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FEET SOUTH OF A
 JR0348'WIRE FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JR0348'CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0347 ***********************************************************************
 JR0347  DESIGNATION -  L 17 A
 JR0347  PID         -  JR0347
 JR0347  STATE/COUNTY-  NV/LYON
 JR0347  USGS QUAD   -  YERINGTON NE (1986)
 JR0347
 JR0347                         *CURRENT SURVEY CONTROL
 JR0347  ___________________________________________________________________
 JR0347* NAD 83(1986)-  38 56 24.     (N)    119 06 39.     (W)     SCALED    
 JR0347* NAVD 88     -      1361.02   (+/-2cm)    4465.3    (feet)  VERTCON   
 JR0347  ___________________________________________________________________
 JR0347  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JR0347
 JR0347  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0347
 JR0347.The horizontal coordinates were scaled from a topographic map and have
 JR0347.an estimated accuracy of +/- 6 seconds.
 JR0347
 JR0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0347.The vertical order pertains to the NGVD 29 superseded value.
 JR0347
 JR0347.The geoid height was determined by GEOID03.
 JR0347
 JR0347;                    North         East    Units  Estimated Accuracy
 JR0347;SPC NV W     - 4,465,070.      754,270.      MT  (+/- 180 meters Scaled)
 JR0347
 JR0347                          SUPERSEDED SURVEY CONTROL
 JR0347
 JR0347  NGVD 29 (??/??/92) 1359.968  (m)         4461.83   (f) ADJ UNCH    2 0
 JR0347
 JR0347.Superseded values are not recommended for survey control.
 JR0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0347.See file dsdata.txt to determine how the superseded data were derived.
 JR0347
 JR0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD170122(NAD 83)
 JR0347_MARKER: DD = SURVEY DISK
 JR0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0347_STAMPING: 1 17 2
 JR0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0347+STABILITY: SURFACE MOTION
 JR0347
 JR0347  HISTORY     - Date     Condition        Report By
 JR0347  HISTORY     - UNK      MONUMENTED       NVGS
 JR0347  HISTORY     - 1951     GOOD             NGS
 JR0347
 JR0347                          STATION DESCRIPTION
 JR0347
 JR0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0347'6.3 MI SE FROM YERINGTON.
 JR0347'0.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0347'YERINGTON, THENCE 1.2 MILES EAST ALONG A PAVED ROAD, THENCE
 JR0347'3.1 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.8 MILES EAST
 JR0347'ALONG A GRAVEL ROAD, 84 FEET EAST OF POWER LINE POLE NO. 46630,
 JR0347'25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A
 JR0347'WIRE FENCE, ABOUT ONE FOOT LOWER THAN THE ROAD, AND SET IN
 JR0347'THE TOP OF A CONCRETE POST PROJECTING 1.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0163 ***********************************************************************
 FS0163  DESIGNATION -  L 170
 FS0163  PID         -  FS0163
 FS0163  STATE/COUNTY-  NV/CLARK
 FS0163  USGS QUAD   -  SLOAN (1989)
 FS0163
 FS0163                         *CURRENT SURVEY CONTROL
 FS0163  ___________________________________________________________________
 FS0163* NAD 83(1986)-  35 56 28.     (N)    115 12 08.     (W)     SCALED    
 FS0163* NAVD 88     -       848.366  (meters)    2783.35   (feet)  POSTED    
 FS0163  ___________________________________________________________________
 FS0163  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FS0163  DYNAMIC HT  -         847.470 (meters)    2780.41  (feet)  COMP
 FS0163  MODELED GRAV-     979,552.0   (mgal)                       NAVD 88
 FS0163
 FS0163  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0163
 FS0163.The horizontal coordinates were scaled from a topographic map and have
 FS0163.an estimated accuracy of +/- 6 seconds.
 FS0163
 FS0163.The orthometric height was determined by differential leveling
 FS0163.and adjusted by the National Geodetic Survey in 1992..
 FS0163.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0163.rate of 1.1 thru 2.0 mm/km.
 FS0163
 FS0163.The geoid height was determined by GEOID03.
 FS0163
 FS0163.The dynamic height is computed by dividing the NAVD 88
 FS0163.geopotential number by the normal gravity value computed on the
 FS0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0163.degrees latitude (g = 980.6199 gals.).
 FS0163
 FS0163.The modeled gravity was interpolated from observed gravity values.
 FS0163
 FS0163;                    North         East    Units  Estimated Accuracy
 FS0163;SPC NV E     - 8,132,200.      234,390.      MT  (+/- 180 meters Scaled)
 FS0163
 FS0163                          SUPERSEDED SURVEY CONTROL
 FS0163
 FS0163  NGVD 29 (??/??/92)  847.615  (m)         2780.88   (f) ADJ UNCH    1 2
 FS0163
 FS0163.Superseded values are not recommended for survey control.
 FS0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0163.See file dsdata.txt to determine how the superseded data were derived.
 FS0163
 FS0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV621789(NAD 83)
 FS0163_MARKER: DB = BENCH MARK DISK
 FS0163_SETTING: 66 = SET IN ROCK OUTCROP
 FS0163_SP_SET: ROCK LEDGE
 FS0163_STAMPING: L 170 1935
 FS0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS0163+STABILITY: POSITION/ELEVATION WELL
 FS0163
 FS0163  HISTORY     - Date     Condition        Report By
 FS0163  HISTORY     - 1935     MONUMENTED       CGS
 FS0163  HISTORY     - 1949     GOOD             NGS
 FS0163  HISTORY     - 19870401 MARK NOT FOUND   USPSQD
 FS0163
 FS0163                          STATION DESCRIPTION
 FS0163
 FS0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0163'15.1 MI N FROM JEAN.
 FS0163'15.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0163'AT JEAN, ABOUT 180 FEET NORTHEAST OF THE NORTHEAST END OF AN
 FS0163'ABANDONED RAILROAD TUNNEL, 80 FEET NORTHEAST OF MILE POLE 316,
 FS0163'IN THE TOP OF A ROCK LEDGE AT THE SOUTHWEST END OF A CUT, 63.5
 FS0163'FEET NORTHWEST OF THE NORTHWEST RAIL, 12 FEET NORTHWEST OF THE
 FS0163'OLD ABANDONED RAILROAD BED, AND ABOUT LEVEL WITH THE TRACK.
 FS0163
 FS0163                          STATION RECOVERY (1987)
 FS0163
 FS0163'RECOVERY NOTE BY US POWER SQUADRON 1987 (PI)
 FS0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0629 ***********************************************************************
 GR0629  DESIGNATION -  L 171
 GR0629  PID         -  GR0629
 GR0629  STATE/COUNTY-  NV/CLARK
 GR0629  USGS QUAD   -  APEX (1986)
 GR0629
 GR0629                         *CURRENT SURVEY CONTROL
 GR0629  ___________________________________________________________________
 GR0629* NAD 83(1986)-  36 22 01.     (N)    114 53 50.     (W)     SCALED    
 GR0629* NAVD 88     -       702.141  (meters)    2303.61   (feet)  ADJUSTED  
 GR0629  ___________________________________________________________________
 GR0629  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GR0629  DYNAMIC HT  -         701.433 (meters)    2301.28  (feet)  COMP
 GR0629  MODELED GRAV-     979,600.9   (mgal)                       NAVD 88
 GR0629
 GR0629  VERT ORDER  -  FIRST     CLASS II
 GR0629
 GR0629.The horizontal coordinates were scaled from a topographic map and have
 GR0629.an estimated accuracy of +/- 6 seconds.
 GR0629
 GR0629.The orthometric height was determined by differential leveling
 GR0629.and adjusted by the National Geodetic Survey in June 1991..
 GR0629
 GR0629.The geoid height was determined by GEOID03.
 GR0629
 GR0629.The dynamic height is computed by dividing the NAVD 88
 GR0629.geopotential number by the normal gravity value computed on the
 GR0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0629.degrees latitude (g = 980.6199 gals.).
 GR0629
 GR0629.The modeled gravity was interpolated from observed gravity values.
 GR0629
 GR0629;                    North         East    Units  Estimated Accuracy
 GR0629;SPC NV E     - 8,179,600.      261,570.      MT  (+/- 180 meters Scaled)
 GR0629
 GR0629                          SUPERSEDED SURVEY CONTROL
 GR0629
 GR0629  NGVD 29 (??/??/92)  701.405  (m)         2301.19   (f) ADJ UNCH    1 2
 GR0629
 GR0629.Superseded values are not recommended for survey control.
 GR0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0629.See file dsdata.txt to determine how the superseded data were derived.
 GR0629
 GR0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA886267(NAD 83)
 GR0629_MARKER: DB = BENCH MARK DISK
 GR0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0629_STAMPING: L 171 1935
 GR0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0629+STABILITY: SURFACE MOTION
 GR0629
 GR0629  HISTORY     - Date     Condition        Report By
 GR0629  HISTORY     - 1935     MONUMENTED       CGS
 GR0629  HISTORY     - 1957     GOOD             NGS
 GR0629  HISTORY     - 1963     GOOD             NGS
 GR0629  HISTORY     - 1983     MARK NOT FOUND   NGS
 GR0629
 GR0629                          STATION DESCRIPTION
 GR0629
 GR0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0629'21.4 MI NE FROM LAS VEGAS.
 GR0629'21.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0629'AT LAS VEGAS, AT THE NORTH END OF A LONG CUT, 26 FEET SOUTH OF THE 2ND
 GR0629'POLE NORTH OF MILEPOST 355, ABOUT 75 YARDS SOUTH OF CENTER LINE OF
 GR0629'U.S. HIGHWAY 91, 48 FEET WEST OF THE WEST RAIL, 2.8 FEET SOUTHEAST OF
 GR0629'A WITNESS POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND. SET IN THE TOP
 GR0629'OF A CONCRETE POST.
 GR0629
 GR0629                          STATION RECOVERY (1963)
 GR0629
 GR0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0629'RECOVERED IN GOOD CONDITION.
 GR0629
 GR0629                          STATION RECOVERY (1983)
 GR0629
 GR0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0629'NOT RECOVERED, HEAVY GRADING IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0472 ***********************************************************************
 GR0472  DESIGNATION -  L 173
 GR0472  PID         -  GR0472
 GR0472  STATE/COUNTY-  NV/CLARK
 GR0472  USGS QUAD   -  CALLVILLE BAY (1983)
 GR0472
 GR0472                         *CURRENT SURVEY CONTROL
 GR0472  ___________________________________________________________________
 GR0472* NAD 83(1986)-  36 11 54.     (N)    114 41 01.     (W)     SCALED    
 GR0472* NAVD 88     -       516.380  (meters)    1694.16   (feet)  POSTED    
 GR0472  ___________________________________________________________________
 GR0472  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 GR0472  DYNAMIC HT  -         515.880 (meters)    1692.52  (feet)  COMP
 GR0472  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 GR0472
 GR0472  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0472
 GR0472.The horizontal coordinates were scaled from a topographic map and have
 GR0472.an estimated accuracy of +/- 6 seconds.
 GR0472
 GR0472.The orthometric height was determined by differential leveling
 GR0472.and adjusted by the National Geodetic Survey in 1992..
 GR0472.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0472.rate of 0.0 thru 1.0 mm/km.
 GR0472
 GR0472.The geoid height was determined by GEOID03.
 GR0472
 GR0472.The dynamic height is computed by dividing the NAVD 88
 GR0472.geopotential number by the normal gravity value computed on the
 GR0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0472.degrees latitude (g = 980.6199 gals.).
 GR0472
 GR0472.The modeled gravity was interpolated from observed gravity values.
 GR0472
 GR0472;                    North         East    Units  Estimated Accuracy
 GR0472;SPC NV E     - 8,161,050.      280,910.      MT  (+/- 180 meters Scaled)
 GR0472
 GR0472                          SUPERSEDED SURVEY CONTROL
 GR0472
 GR0472  NGVD 29 (??/??/92)  515.704  (m)         1691.94   (f) ADJ UNCH    1 1
 GR0472
 GR0472.Superseded values are not recommended for survey control.
 GR0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0472.See file dsdata.txt to determine how the superseded data were derived.
 GR0472
 GR0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA082084(NAD 83)
 GR0472_MARKER: DB = BENCH MARK DISK
 GR0472_SETTING: 80 = SET IN A BOULDER
 GR0472_SP_SET: BOULDER
 GR0472_STAMPING: L 173 1935
 GR0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0472+STABILITY: SURFACE MOTION
 GR0472
 GR0472  HISTORY     - Date     Condition        Report By
 GR0472  HISTORY     - 1935     MONUMENTED       CGS
 GR0472  HISTORY     - 1950     GOOD             NGS
 GR0472  HISTORY     - 1963     GOOD             NGS
 GR0472  HISTORY     - 1979     GOOD             USGS
 GR0472
 GR0472                          STATION DESCRIPTION
 GR0472
 GR0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0472'10.8 MI NW FROM MOUTH OF BOULDER WASH.
 GR0472'10.8 MILES NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0472'WASH, IN THE TOP OF A WHITE BOULDER, AT THE APPROXIMATE CENTER OF A
 GR0472'WIDE WASH, ABOUT 125 YARDS SOUTHEAST OF THE JUNCTION OF TWO LARGE
 GR0472'WASHES, 25 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE MAIN
 GR0472'CHANNEL OF THE WASH, ABOUT 2 1/2 FEET HIGHER THAN THE BED OF THE WASH,
 GR0472'AND MARKED BY THE WHITE PAINTED LETTERS BM.
 GR0472
 GR0472                          STATION RECOVERY (1963)
 GR0472
 GR0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0472'RECOVERED IN GOOD CONDITION.
 GR0472
 GR0472                          STATION RECOVERY (1979)
 GR0472
 GR0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0472'STATE RT. 167 (NORTH SHORE ROAD) AND CALLVILLE WASH. 0.3 MI. NORTH IN
 GR0472'CALLVILLE WASH. ABOUT 300 FT. EAST OF THE JUNCTION OF TWO WASHES. A
 GR0472'STANDARD USC AND GS TABLET STAMPED L 173 1935 AND SET IN THE TOP OF A
 GR0472'3 FT. HIGH WHITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0552 ***********************************************************************
 GR0552  DESIGNATION -  L 174
 GR0552  PID         -  GR0552
 GR0552  STATE/COUNTY-  NV/CLARK
 GR0552  USGS QUAD   -  HOOVER DAM (1997)
 GR0552
 GR0552                         *CURRENT SURVEY CONTROL
 GR0552  ___________________________________________________________________
 GR0552* NAD 83(1986)-  36 00 53.     (N)    114 44 25.     (W)     SCALED    
 GR0552* NAVD 88     -       206.365  (meters)     677.05   (feet)  POSTED    
 GR0552  ___________________________________________________________________
 GR0552  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0552  DYNAMIC HT  -         206.160 (meters)     676.38  (feet)  COMP
 GR0552  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 GR0552
 GR0552  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0552
 GR0552.The horizontal coordinates were scaled from a topographic map and have
 GR0552.an estimated accuracy of +/- 6 seconds.
 GR0552
 GR0552.The orthometric height was determined by differential leveling
 GR0552.and adjusted by the National Geodetic Survey in 1992..
 GR0552.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0552.rate of 2.1 thru 3.0 mm/km.
 GR0552
 GR0552.The geoid height was determined by GEOID03.
 GR0552
 GR0552.The dynamic height is computed by dividing the NAVD 88
 GR0552.geopotential number by the normal gravity value computed on the
 GR0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0552.degrees latitude (g = 980.6199 gals.).
 GR0552
 GR0552.The modeled gravity was interpolated from observed gravity values.
 GR0552
 GR0552;                    North         East    Units  Estimated Accuracy
 GR0552;SPC NV E     - 8,140,630.      275,990.      MT  (+/- 180 meters Scaled)
 GR0552
 GR0552                          SUPERSEDED SURVEY CONTROL
 GR0552
 GR0552  NGVD 29 (??/??/92)  205.674  (m)          674.78   (f) ADJ UNCH    1 1
 GR0552
 GR0552.Superseded values are not recommended for survey control.
 GR0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0552.See file dsdata.txt to determine how the superseded data were derived.
 GR0552
 GR0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV036879(NAD 83)
 GR0552_MARKER: DB = BENCH MARK DISK
 GR0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0552_SP_SET: PLATFORM LEDGE
 GR0552_STAMPING: L 174 1935
 GR0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0552
 GR0552  HISTORY     - Date     Condition        Report By
 GR0552  HISTORY     - 1935     MONUMENTED       CGS
 GR0552  HISTORY     - 1950     GOOD             NGS
 GR0552  HISTORY     - 1963     GOOD             NGS
 GR0552  HISTORY     - 1990     GOOD             USPSQD
 GR0552
 GR0552                          STATION DESCRIPTION
 GR0552
 GR0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0552'IN HOOVER DAM.
 GR0552'AT THE BOTTOM OF HOOVER DAM, AT THE SOUTHWEST (DOWNSTREAM) END OF THE
 GR0552'NEVADA RAMP, IN THE TOP OF A LEDGE OF THE TRANSFORMER PLATFORM, 2.5
 GR0552'FEET NORTHEAST OF THE SOUTHWEST END, AND 1.8 FEET ABOVE THE RAMP
 GR0552'FLOOR.
 GR0552
 GR0552                          STATION RECOVERY (1963)
 GR0552
 GR0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0552'RECOVERED IN GOOD CONDITION.
 GR0552
 GR0552                          STATION RECOVERY (1990)
 GR0552
 GR0552'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0339 ***********************************************************************
 GR0339  DESIGNATION -  L 175
 GR0339  PID         -  GR0339
 GR0339  STATE/COUNTY-  NV/CLARK
 GR0339  USGS QUAD   -  GARRETT BUTTE (1984)
 GR0339
 GR0339                         *CURRENT SURVEY CONTROL
 GR0339  ___________________________________________________________________
 GR0339* NAD 83(1986)-  36 12 37.     (N)    114 15 10.     (W)     SCALED    
 GR0339* NAVD 88     -       942.985  (meters)    3093.78   (feet)  POSTED    
 GR0339  ___________________________________________________________________
 GR0339  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 GR0339  DYNAMIC HT  -         942.000 (meters)    3090.55  (feet)  COMP
 GR0339  MODELED GRAV-     979,560.7   (mgal)                       NAVD 88
 GR0339
 GR0339  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0339
 GR0339.The horizontal coordinates were scaled from a topographic map and have
 GR0339.an estimated accuracy of +/- 6 seconds.
 GR0339
 GR0339.The orthometric height was determined by differential leveling
 GR0339.and adjusted by the National Geodetic Survey in 1992..
 GR0339.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0339.rate of 0.0 thru 1.0 mm/km.
 GR0339
 GR0339.The geoid height was determined by GEOID03.
 GR0339
 GR0339.The dynamic height is computed by dividing the NAVD 88
 GR0339.geopotential number by the normal gravity value computed on the
 GR0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0339.degrees latitude (g = 980.6199 gals.).
 GR0339
 GR0339.The modeled gravity was interpolated from observed gravity values.
 GR0339
 GR0339;                    North         East    Units  Estimated Accuracy
 GR0339;SPC NV E     - 8,162,820.      319,640.      MT  (+/- 180 meters Scaled)
 GR0339
 GR0339                          SUPERSEDED SURVEY CONTROL
 GR0339
 GR0339  NGVD 29 (??/??/92)  942.263  (m)         3091.41   (f) ADJ UNCH    1 1
 GR0339
 GR0339.Superseded values are not recommended for survey control.
 GR0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0339.See file dsdata.txt to determine how the superseded data were derived.
 GR0339
 GR0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA469107(NAD 83)
 GR0339_MARKER: DB = BENCH MARK DISK
 GR0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0339_STAMPING: L 175 1935
 GR0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0339+STABILITY: SURFACE MOTION
 GR0339
 GR0339  HISTORY     - Date     Condition        Report By
 GR0339  HISTORY     - 1935     MONUMENTED       CGS
 GR0339  HISTORY     - 1950     GOOD             NGS
 GR0339
 GR0339                          STATION DESCRIPTION
 GR0339
 GR0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0339'8.7 MI N FROM LAKE SHORE MINE.
 GR0339'8.7 MILES NORTH ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, ON THE TOP
 GR0339'OF A RIDGE, AT THE SUMMIT OF TWO GRADES, 18 FEET WEST OF THE CENTER
 GR0339'LINE OF THE ROAD, 14 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 GR0339'RIDGE, 2.9 FEET EAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN
 GR0339'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 GR0339'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0317 ***********************************************************************
 HQ0317  DESIGNATION -  L 179
 HQ0317  PID         -  HQ0317
 HQ0317  STATE/COUNTY-  NV/ESMERALDA
 HQ0317  USGS QUAD   -  LIDA WASH NW (1987)
 HQ0317
 HQ0317                         *CURRENT SURVEY CONTROL
 HQ0317  ___________________________________________________________________
 HQ0317* NAD 83(1986)-  37 42 26.     (N)    117 39 22.     (W)     SCALED    
 HQ0317* NAVD 88     -      1325.106  (meters)    4347.45   (feet)  ADJUSTED  
 HQ0317  ___________________________________________________________________
 HQ0317  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 HQ0317  DYNAMIC HT  -        1323.670 (meters)    4342.74  (feet)  COMP
 HQ0317  MODELED GRAV-     979,501.6   (mgal)                       NAVD 88
 HQ0317
 HQ0317  VERT ORDER  -  SECOND    CLASS 0
 HQ0317
 HQ0317.The horizontal coordinates were scaled from a topographic map and have
 HQ0317.an estimated accuracy of +/- 6 seconds.
 HQ0317
 HQ0317.The orthometric height was determined by differential leveling
 HQ0317.and adjusted by the National Geodetic Survey in June 1991..
 HQ0317
 HQ0317.The geoid height was determined by GEOID03.
 HQ0317
 HQ0317.The dynamic height is computed by dividing the NAVD 88
 HQ0317.geopotential number by the normal gravity value computed on the
 HQ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0317.degrees latitude (g = 980.6199 gals.).
 HQ0317
 HQ0317.The modeled gravity was interpolated from observed gravity values.
 HQ0317
 HQ0317;                    North         East    Units  Estimated Accuracy
 HQ0317;SPC NV W     - 4,328,520.      881,760.      MT  (+/- 180 meters Scaled)
 HQ0317
 HQ0317                          SUPERSEDED SURVEY CONTROL
 HQ0317
 HQ0317  NGVD 29 (??/??/92) 1324.028  (m)         4343.92   (f) ADJ UNCH    2 0
 HQ0317
 HQ0317.Superseded values are not recommended for survey control.
 HQ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0317.See file dsdata.txt to determine how the superseded data were derived.
 HQ0317
 HQ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB421735(NAD 83)
 HQ0317_MARKER: DB = BENCH MARK DISK
 HQ0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0317_STAMPING: L 179 1958
 HQ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0317+STABILITY: SURFACE MOTION
 HQ0317
 HQ0317  HISTORY     - Date     Condition        Report By
 HQ0317  HISTORY     - 1958     MONUMENTED       CGS
 HQ0317  HISTORY     - 1985     GOOD             USGS
 HQ0317
 HQ0317                          STATION DESCRIPTION
 HQ0317
 HQ0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0317'3.6 MI S FROM SILVER PEAK.
 HQ0317'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE SUBSTATION
 HQ0317'AT SILVER PEAK, THENCE 3.1 MILES SOUTH ALONG A DIRT ROAD, 0.05
 HQ0317'MILE NORTH OF THE T JUNCTION OF A DIRT ROAD WEST, 180 FEET
 HQ0317'SOUTHWEST OF THE CENTER OF THE Y JUNCTION OF A FORMER ALIGNMENT
 HQ0317'OF THE ROAD, 42 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.0
 HQ0317'FEET SOUTH OF A WITNESS POST, LEVEL WITH THE ROADS, AND SET IN
 HQ0317'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 HQ0317
 HQ0317                          STATION RECOVERY (1985)
 HQ0317
 HQ0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HQ0317'FROM THE SUBSTATION AT SILVER PEAK, GO SOUTHWEST ALONG STATE HWY. 265
 HQ0317'FOR 0.5 MILES TO END OF HIGHWAY AT A THREE WAY INTERSECTION, TAKE
 HQ0317'LEFT FORK AND GO 0.35 MILES TO A 'Y' INTERSECTION TAKE RIGHT FORK AND
 HQ0317'GO 2.7 MILES SOUTH TO BENCH MARK 0.1 MILE NORTH OF A 'T' JUNCTION
 HQ0317'WITH A DIRT ROAD WEST, 42 FEET WEST OF THE CENTERLINE OF THE ROAD,
 HQ0317'3.0 FEET SOUTH OF A WITNESS POST, 1.0 FOOT HIGHER THEN THE ROAD, AND
 HQ0317'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 HQ0317'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0343 ***********************************************************************
 JR0343  DESIGNATION -  L 18
 JR0343  PID         -  JR0343
 JR0343  STATE/COUNTY-  NV/LYON
 JR0343  USGS QUAD   -  YERINGTON (1986)
 JR0343
 JR0343                         *CURRENT SURVEY CONTROL
 JR0343  ___________________________________________________________________
 JR0343* NAD 83(1986)-  38 54 37.     (N)    119 08 43.     (W)     SCALED    
 JR0343* NAVD 88     -      1356.30   (+/-2cm)    4449.8    (feet)  VERTCON   
 JR0343  ___________________________________________________________________
 JR0343  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 JR0343
 JR0343  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0343
 JR0343.The horizontal coordinates were scaled from a topographic map and have
 JR0343.an estimated accuracy of +/- 6 seconds.
 JR0343
 JR0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0343.The vertical order pertains to the NGVD 29 superseded value.
 JR0343
 JR0343.The geoid height was determined by GEOID03.
 JR0343
 JR0343;                    North         East    Units  Estimated Accuracy
 JR0343;SPC NV W     - 4,461,790.      751,260.      MT  (+/- 180 meters Scaled)
 JR0343
 JR0343                          SUPERSEDED SURVEY CONTROL
 JR0343
 JR0343  NGVD 29 (??/??/92) 1355.246  (m)         4446.34   (f) ADJ UNCH    2 0
 JR0343
 JR0343.Superseded values are not recommended for survey control.
 JR0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0343.See file dsdata.txt to determine how the superseded data were derived.
 JR0343
 JR0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD139090(NAD 83)
 JR0343_MARKER: DD = SURVEY DISK
 JR0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0343_STAMPING: 1 18 1
 JR0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0343+STABILITY: SURFACE MOTION
 JR0343
 JR0343  HISTORY     - Date     Condition        Report By
 JR0343  HISTORY     - UNK      MONUMENTED       NVGS
 JR0343  HISTORY     - 1951     GOOD             NGS
 JR0343
 JR0343                          STATION DESCRIPTION
 JR0343
 JR0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0343'6.5 MI S FROM YERINGTON.
 JR0343'0.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0343'YERINGTON, THENCE 1.2 MILES EAST ALONG A PAVED ROAD, THENCE 5.1
 JR0343'MILES SOUTH ALONG A GRAVEL ROAD, 1.1 MILES NORTH OF THE JUNCTION OF
 JR0343'STATE HIGHWAY 3, 79 FEET SOUTHWEST OF A T JUNCTION OF A GRAVELED
 JR0343'ROAD, 60 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 JR0343'37 FEET WEST OF A FENCE CORNER, 25 FEET SOUTH OF THE CENTER LINE
 JR0343'OF THE EAST AND WEST ROAD, 2 FEET WEST OF A WITNESS POST, AND
 JR0343'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FEET ABOVE
 JR0343'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0694 ***********************************************************************
 LR0694  DESIGNATION -  L 18
 LR0694  PID         -  LR0694
 LR0694  STATE/COUNTY-  NV/HUMBOLDT
 LR0694  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0694
 LR0694                         *CURRENT SURVEY CONTROL
 LR0694  ___________________________________________________________________
 LR0694* NAD 83(1986)-  40 58 39.     (N)    117 44 23.     (W)     SCALED    
 LR0694* NAVD 88     -      1306.671  (meters)    4286.97   (feet)  ADJUSTED  
 LR0694  ___________________________________________________________________
 LR0694  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 LR0694  DYNAMIC HT  -        1305.693 (meters)    4283.76  (feet)  COMP
 LR0694  MODELED GRAV-     979,830.9   (mgal)                       NAVD 88
 LR0694
 LR0694  VERT ORDER  -  FIRST     CLASS II
 LR0694
 LR0694.The horizontal coordinates were scaled from a topographic map and have
 LR0694.an estimated accuracy of +/- 6 seconds.
 LR0694
 LR0694.The orthometric height was determined by differential leveling
 LR0694.and adjusted by the National Geodetic Survey in June 1991..
 LR0694
 LR0694.The geoid height was determined by GEOID03.
 LR0694
 LR0694.The dynamic height is computed by dividing the NAVD 88
 LR0694.geopotential number by the normal gravity value computed on the
 LR0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0694.degrees latitude (g = 980.6199 gals.).
 LR0694
 LR0694.The modeled gravity was interpolated from observed gravity values.
 LR0694
 LR0694;                    North         East    Units  Estimated Accuracy
 LR0694;SPC NV W     - 4,691,490.      871,000.      MT  (+/- 180 meters Scaled)
 LR0694
 LR0694                          SUPERSEDED SURVEY CONTROL
 LR0694
 LR0694.No superseded survey control is available for this station.
 LR0694
 LR0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF377365(NAD 83)
 LR0694_MARKER: DB = BENCH MARK DISK
 LR0694_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LR0694_STAMPING: L 18 1931 4283.367
 LR0694_MARK LOGO: CGS   
 LR0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0694+STABILITY: POSITION/ELEVATION WELL
 LR0694
 LR0694  HISTORY     - Date     Condition        Report By
 LR0694  HISTORY     - 1931     MONUMENTED       CGS
 LR0694  HISTORY     - 1953     GOOD             NGS
 LR0694  HISTORY     - 1984     GOOD             NGS
 LR0694
 LR0694                          STATION DESCRIPTION
 LR0694
 LR0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0694'IN WINNEMUCCA.
 LR0694'AT WINNEMUCCA, AT THE WESTERN PACIFIC RAILROAD STATION, SET VERTICALLY
 LR0694'IN THE NORTHWEST CONCRETE WALL, 6.0 FEET NORTHEAST OF THE NORTHEAST
 LR0694'SIDE OF THE ENTRANCE TO THE WOMENS WAITING ROOM, AND 4.2 FEET ABOVE
 LR0694'THE CONCRETE WALK.
 LR0694
 LR0694                          STATION RECOVERY (1984)
 LR0694
 LR0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0694'RECOVERED IN GOOD CONDITION, EXCEPT WESTERN UNION IS NOW UNION
 LR0694'PACIFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0329 ***********************************************************************
 JR0329  DESIGNATION -  L 18 A
 JR0329  PID         -  JR0329
 JR0329  STATE/COUNTY-  NV/LYON
 JR0329  USGS QUAD   -  YERINGTON (1986)
 JR0329
 JR0329                         *CURRENT SURVEY CONTROL
 JR0329  ___________________________________________________________________
 JR0329* NAD 83(1986)-  38 54 38.     (N)    119 09 00.     (W)     SCALED    
 JR0329* NAVD 88     -      1355.51   (+/-2cm)    4447.2    (feet)  VERTCON   
 JR0329  ___________________________________________________________________
 JR0329  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 JR0329
 JR0329  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0329
 JR0329.The horizontal coordinates were scaled from a topographic map and have
 JR0329.an estimated accuracy of +/- 6 seconds.
 JR0329
 JR0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0329.The vertical order pertains to the NGVD 29 superseded value.
 JR0329
 JR0329.The geoid height was determined by GEOID03.
 JR0329
 JR0329;                    North         East    Units  Estimated Accuracy
 JR0329;SPC NV W     - 4,461,820.      750,860.      MT  (+/- 180 meters Scaled)
 JR0329
 JR0329                          SUPERSEDED SURVEY CONTROL
 JR0329
 JR0329  NGVD 29 (??/??/92) 1354.462  (m)         4443.76   (f) ADJ UNCH    2 0
 JR0329
 JR0329.Superseded values are not recommended for survey control.
 JR0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0329.See file dsdata.txt to determine how the superseded data were derived.
 JR0329
 JR0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD135090(NAD 83)
 JR0329_MARKER: DD = SURVEY DISK
 JR0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0329_STAMPING: 1 18 2
 JR0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0329+STABILITY: SURFACE MOTION
 JR0329
 JR0329  HISTORY     - Date     Condition        Report By
 JR0329  HISTORY     - UNK      MONUMENTED       NVGS
 JR0329  HISTORY     - 1951     GOOD             NGS
 JR0329
 JR0329                          STATION DESCRIPTION
 JR0329
 JR0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0329'6.8 MI S FROM YERINGTON.
 JR0329'0.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0329'YERINGTON, THENCE 1.2 MILES EAST ALONG A PAVED ROAD, THENCE 5.1
 JR0329'MILES SOUTH ALONG A GRAVEL ROAD, THENCE 0.3 MILES WEST ALONG A
 JR0329'GRAVEL ROAD, 37 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 JR0329'A SMALL BRIDGE OVER AN IRRIGATION CANAL, 26 1/2 FEET SOUTH OF
 JR0329'THE CENTER LINE OF THE ROAD, 1.4 FEET NORTH OF A WIRE FENCE,
 JR0329'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE
 JR0329'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0325 ***********************************************************************
 HQ0325  DESIGNATION -  L 180
 HQ0325  PID         -  HQ0325
 HQ0325  STATE/COUNTY-  NV/ESMERALDA
 HQ0325  USGS QUAD   -  LIDA WASH SW (1987)
 HQ0325
 HQ0325                         *CURRENT SURVEY CONTROL
 HQ0325  ___________________________________________________________________
 HQ0325* NAD 83(1986)-  37 36 33.     (N)    117 42 44.     (W)     SCALED    
 HQ0325* NAVD 88     -      1475.637  (meters)    4841.32   (feet)  ADJUSTED  
 HQ0325  ___________________________________________________________________
 HQ0325  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 HQ0325  DYNAMIC HT  -        1473.990 (meters)    4835.92  (feet)  COMP
 HQ0325  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 HQ0325
 HQ0325  VERT ORDER  -  SECOND    CLASS 0
 HQ0325
 HQ0325.The horizontal coordinates were scaled from a topographic map and have
 HQ0325.an estimated accuracy of +/- 6 seconds.
 HQ0325
 HQ0325.The orthometric height was determined by differential leveling
 HQ0325.and adjusted by the National Geodetic Survey in June 1991..
 HQ0325
 HQ0325.The geoid height was determined by GEOID03.
 HQ0325
 HQ0325.The dynamic height is computed by dividing the NAVD 88
 HQ0325.geopotential number by the normal gravity value computed on the
 HQ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0325.degrees latitude (g = 980.6199 gals.).
 HQ0325
 HQ0325.The modeled gravity was interpolated from observed gravity values.
 HQ0325
 HQ0325;                    North         East    Units  Estimated Accuracy
 HQ0325;SPC NV W     - 4,317,590.      876,910.      MT  (+/- 180 meters Scaled)
 HQ0325
 HQ0325                          SUPERSEDED SURVEY CONTROL
 HQ0325
 HQ0325  NGVD 29 (??/??/92) 1474.530  (m)         4837.69   (f) ADJ UNCH    2 0
 HQ0325
 HQ0325.Superseded values are not recommended for survey control.
 HQ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0325.See file dsdata.txt to determine how the superseded data were derived.
 HQ0325
 HQ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB371626(NAD 83)
 HQ0325_MARKER: DB = BENCH MARK DISK
 HQ0325_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0325_SP_SET: ROCK OUTCROP
 HQ0325_STAMPING: L 180 1958
 HQ0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0325+STABILITY: POSITION/ELEVATION WELL
 HQ0325
 HQ0325  HISTORY     - Date     Condition        Report By
 HQ0325  HISTORY     - 1958     MONUMENTED       CGS
 HQ0325  HISTORY     - 1985     GOOD             USGS
 HQ0325
 HQ0325                          STATION DESCRIPTION
 HQ0325
 HQ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0325'11 MI SW FROM SILVER PEAK.
 HQ0325'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE SUBSTATION
 HQ0325'AT SILVER PEAK, THENCE 10.5 MILES SOUTHWEST ALONG A DIRT ROAD,
 HQ0325'0.3 MILE SOUTHWEST OF THE Y JUNCTION OF A DIRT ROAD WEST, 41
 HQ0325'YARDS WEST OF THE CROSSING OF AN EAST-WEST WASH, 80 FEET
 HQ0325'NORTHWEST AND ACROSS THE WASH FROM THE CENTER LINE OF THE ROAD,
 HQ0325'IN THE TOP OF A 2-BY 3 1/2-FOOT GRAY GRANITE OUTCROP WHICH
 HQ0325'PROJECTS 1.0 FOOT ABOVE THE GROUND, 102 FEET WEST OF A 2-BY
 HQ0325'3-FOOT BOULDER, AND LEVEL WITH THE ROAD.
 HQ0325
 HQ0325                          STATION RECOVERY (1985)
 HQ0325
 HQ0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HQ0325'FROM THE SUBSTATION AT SILVER PEAK, GO SOUTHWEST ALONG STATE HWY. 265
 HQ0325'FOR 0.5 MILES TO END OF HIGHWAY AT A THREE WAY INTERSECTION, TAKE
 HQ0325'LEFT FORK AND GO 0.35 MILES TO A 'Y' INTERSECTION, TAKE RIGHT FORK
 HQ0325'AND GO 10.35 MILES SOUTH OF BENCH MARK 0.3 MILE SOUTHWEST OF THE 'Y'
 HQ0325'JUNCTION OF A DIRT ROAD WEST, 41 YARDS WEST OF THE CROSSING OF AN
 HQ0325'EAST-WEST WASH, 80 FEET NORTHWEST AND ACROSS THE WASH FROM THE
 HQ0325'CENTERLINE OF THE ROAD, IN THE TOP OF A 2 X 3 1/2 FOOT TAN GRAINTE
 HQ0325'BOULDER WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, 102 FEET WEST OF A
 HQ0325'2 X 3 FOOT BOULDER, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0040 ***********************************************************************
 LQ0040  DESIGNATION -  L 182
 LQ0040  PID         -  LQ0040
 LQ0040  STATE/COUNTY-  NV/ELKO
 LQ0040  USGS QUAD   -  PILOT (1982)
 LQ0040
 LQ0040                         *CURRENT SURVEY CONTROL
 LQ0040  ___________________________________________________________________
 LQ0040* NAD 83(1986)-  40 46 56.     (N)    114 10 53.     (W)     SCALED    
 LQ0040* NAVD 88     -      1494.580  (meters)    4903.47   (feet)  ADJUSTED  
 LQ0040  ___________________________________________________________________
 LQ0040  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 LQ0040  DYNAMIC HT  -        1493.387 (meters)    4899.55  (feet)  COMP
 LQ0040  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 LQ0040
 LQ0040  VERT ORDER  -  SECOND    CLASS 0
 LQ0040
 LQ0040.The horizontal coordinates were scaled from a topographic map and have
 LQ0040.an estimated accuracy of +/- 6 seconds.
 LQ0040
 LQ0040.The orthometric height was determined by differential leveling
 LQ0040.and adjusted by the National Geodetic Survey in June 1991..
 LQ0040
 LQ0040.The geoid height was determined by GEOID03.
 LQ0040
 LQ0040.The dynamic height is computed by dividing the NAVD 88
 LQ0040.geopotential number by the normal gravity value computed on the
 LQ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0040.degrees latitude (g = 980.6199 gals.).
 LQ0040
 LQ0040.The modeled gravity was interpolated from observed gravity values.
 LQ0040
 LQ0040;                    North         East    Units  Estimated Accuracy
 LQ0040;SPC NV E     - 8,670,410.      318,330.      MT  (+/- 180 meters Scaled)
 LQ0040
 LQ0040                          SUPERSEDED SURVEY CONTROL
 LQ0040
 LQ0040  NGVD 29 (??/??/92) 1493.576  (m)         4900.17   (f) ADJ UNCH    2 0
 LQ0040
 LQ0040.Superseded values are not recommended for survey control.
 LQ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0040.See file dsdata.txt to determine how the superseded data were derived.
 LQ0040
 LQ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF378184(NAD 83)
 LQ0040_MARKER: DB = BENCH MARK DISK
 LQ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0040_STAMPING: L 182 1958
 LQ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0040+STABILITY: SURFACE MOTION
 LQ0040
 LQ0040  HISTORY     - Date     Condition        Report By
 LQ0040  HISTORY     - 1958     MONUMENTED       CGS
 LQ0040
 LQ0040                          STATION DESCRIPTION
 LQ0040
 LQ0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0040'12.6 MI W FROM WENDOVER, UT.
 LQ0040'12.6 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE
 LQ0040'UTAH-NEVADA STATE LINE AT WENDOVER, ON THE TOP OF A SMALL RISE, 51.4
 LQ0040'FEET NORTHEAST OF THE NORTHEAST RAIL, 166 1/2 FEET NORTHWEST AND
 LQ0040'ACROSS THE TRACK FROM MILEPOST 793, 98 1/2 FEET NORTHEAST AND ACROSS
 LQ0040'THE TRACK FROM THE 1ST POLE NORTHWEST OF THE MILEPOST, 72 FEET
 LQ0040'SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD, 2.7 FEET NORTHWEST OF A
 LQ0040'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 LQ0040'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0159 ***********************************************************************
 LQ0159  DESIGNATION -  L 183
 LQ0159  PID         -  LQ0159
 LQ0159  STATE/COUNTY-  NV/ELKO
 LQ0159  USGS QUAD   -  FERGUSON MTN (1980)
 LQ0159
 LQ0159                         *CURRENT SURVEY CONTROL
 LQ0159  ___________________________________________________________________
 LQ0159* NAD 83(1986)-  40 29 52.     (N)    114 09 11.     (W)     SCALED    
 LQ0159* NAVD 88     -      1568.980  (meters)    5147.56   (feet)  ADJUSTED  
 LQ0159  ___________________________________________________________________
 LQ0159  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 LQ0159  DYNAMIC HT  -        1567.655 (meters)    5143.21  (feet)  COMP
 LQ0159  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 LQ0159
 LQ0159  VERT ORDER  -  SECOND    CLASS 0
 LQ0159
 LQ0159.The horizontal coordinates were scaled from a topographic map and have
 LQ0159.an estimated accuracy of +/- 6 seconds.
 LQ0159
 LQ0159.The orthometric height was determined by differential leveling
 LQ0159.and adjusted by the National Geodetic Survey in June 1991..
 LQ0159
 LQ0159.The geoid height was determined by GEOID03.
 LQ0159
 LQ0159.The dynamic height is computed by dividing the NAVD 88
 LQ0159.geopotential number by the normal gravity value computed on the
 LQ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0159.degrees latitude (g = 980.6199 gals.).
 LQ0159
 LQ0159.The modeled gravity was interpolated from observed gravity values.
 LQ0159
 LQ0159;                    North         East    Units  Estimated Accuracy
 LQ0159;SPC NV E     - 8,638,860.      321,240.      MT  (+/- 180 meters Scaled)
 LQ0159
 LQ0159                          SUPERSEDED SURVEY CONTROL
 LQ0159
 LQ0159  NGVD 29 (??/??/92) 1567.919  (m)         5144.08   (f) ADJ UNCH    2 0
 LQ0159
 LQ0159.Superseded values are not recommended for survey control.
 LQ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0159.See file dsdata.txt to determine how the superseded data were derived.
 LQ0159
 LQ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE412869(NAD 83)
 LQ0159_MARKER: DB = BENCH MARK DISK
 LQ0159_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0159_SP_SET: GRANITE OUTCROP
 LQ0159_STAMPING: L 183 1958
 LQ0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0159+STABILITY: POSITION/ELEVATION WELL
 LQ0159
 LQ0159  HISTORY     - Date     Condition        Report By
 LQ0159  HISTORY     - 1958     MONUMENTED       CGS
 LQ0159
 LQ0159                          STATION DESCRIPTION
 LQ0159
 LQ0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0159'17.85 MI S FROM WENDOVER, UT.
 LQ0159'17.85 MILES SOUTH ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE JUNCTION OF
 LQ0159'U.S. HIGHWAY 40 AT WENDOVER, ON THE OUTSIDE OF A CURVE, ON AN OUTCROP
 LQ0159'COVERED RIDGE, IN THE TOP OF A 4 1/2- BY 9 1/2-FOOT GRANITE OUTCROP
 LQ0159'WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 127 FEET EAST OF THE
 LQ0159'CENTER LINE OF THE HIGHWAY, AND ABOUT 4 1/2 FEET HIGHER THAN THE
 LQ0159'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0045 ***********************************************************************
 JQ0045  DESIGNATION -  L 184
 JQ0045  PID         -  JQ0045
 JQ0045  STATE/COUNTY-  NV/NYE
 JQ0045  USGS QUAD   -  WARM SPRINGS (1968)
 JQ0045
 JQ0045                         *CURRENT SURVEY CONTROL
 JQ0045  ___________________________________________________________________
 JQ0045* NAD 83(1986)-  38 11 57.     (N)    116 16 45.     (W)     SCALED    
 JQ0045* NAVD 88     -      1600.260  (meters)    5250.19   (feet)  ADJUSTED  
 JQ0045  ___________________________________________________________________
 JQ0045  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 JQ0045  DYNAMIC HT  -        1598.511 (meters)    5244.45  (feet)  COMP
 JQ0045  MODELED GRAV-     979,480.3   (mgal)                       NAVD 88
 JQ0045
 JQ0045  VERT ORDER  -  SECOND    CLASS 0
 JQ0045
 JQ0045.The horizontal coordinates were scaled from a topographic map and have
 JQ0045.an estimated accuracy of +/- 6 seconds.
 JQ0045
 JQ0045.The orthometric height was determined by differential leveling
 JQ0045.and adjusted by the National Geodetic Survey in June 1991..
 JQ0045
 JQ0045.The geoid height was determined by GEOID03.
 JQ0045
 JQ0045.The dynamic height is computed by dividing the NAVD 88
 JQ0045.geopotential number by the normal gravity value computed on the
 JQ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0045.degrees latitude (g = 980.6199 gals.).
 JQ0045
 JQ0045.The modeled gravity was interpolated from observed gravity values.
 JQ0045
 JQ0045;                    North         East    Units  Estimated Accuracy
 JQ0045;SPC NV C     - 6,382,780.      533,940.      MT  (+/- 180 meters Scaled)
 JQ0045
 JQ0045                          SUPERSEDED SURVEY CONTROL
 JQ0045
 JQ0045  NGVD 29 (??/??/92) 1599.156  (m)         5246.56   (f) ADJ UNCH    2 0
 JQ0045
 JQ0045.Superseded values are not recommended for survey control.
 JQ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0045.See file dsdata.txt to determine how the superseded data were derived.
 JQ0045
 JQ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC631281(NAD 83)
 JQ0045_MARKER: DB = BENCH MARK DISK
 JQ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0045_STAMPING: L 184 1958
 JQ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0045+STABILITY: SURFACE MOTION
 JQ0045
 JQ0045  HISTORY     - Date     Condition        Report By
 JQ0045  HISTORY     - 1958     MONUMENTED       CGS
 JQ0045
 JQ0045                          STATION DESCRIPTION
 JQ0045
 JQ0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JQ0045'4.85 MI E FROM WARM SPRINGS.
 JQ0045'4.85 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S.
 JQ0045'HIGHWAY 6 AT WARM SPRINGS, NEAR A 36-INCH CORRUGATED METAL PIPE
 JQ0045'CULVERT UNDER THE HIGHWAY, 309 FEET WEST OF THE CENTER OF THE NORTH
 JQ0045'END OF THE CULVERT, 90 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 JQ0045'1.7 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 JQ0045'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 JQ0045'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0165 ***********************************************************************
 JP0165  DESIGNATION -  L 185
 JP0165  PID         -  JP0165
 JP0165  STATE/COUNTY-  NV/NYE
 JP0165  USGS QUAD   -  BIG CREEK RANCH (1985)
 JP0165
 JP0165                         *CURRENT SURVEY CONTROL
 JP0165  ___________________________________________________________________
 JP0165* NAD 83(1986)-  38 13 32.     (N)    115 46 42.     (W)     SCALED    
 JP0165* NAVD 88     -      1503.505  (meters)    4932.75   (feet)  ADJUSTED  
 JP0165  ___________________________________________________________________
 JP0165  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 JP0165  DYNAMIC HT  -        1501.887 (meters)    4927.44  (feet)  COMP
 JP0165  MODELED GRAV-     979,501.0   (mgal)                       NAVD 88
 JP0165
 JP0165  VERT ORDER  -  SECOND    CLASS 0
 JP0165
 JP0165.The horizontal coordinates were scaled from a topographic map and have
 JP0165.an estimated accuracy of +/- 6 seconds.
 JP0165
 JP0165.The orthometric height was determined by differential leveling
 JP0165.and adjusted by the National Geodetic Survey in June 1991..
 JP0165
 JP0165.The geoid height was determined by GEOID03.
 JP0165
 JP0165.The dynamic height is computed by dividing the NAVD 88
 JP0165.geopotential number by the normal gravity value computed on the
 JP0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0165.degrees latitude (g = 980.6199 gals.).
 JP0165
 JP0165.The modeled gravity was interpolated from observed gravity values.
 JP0165
 JP0165;                    North         East    Units  Estimated Accuracy
 JP0165;SPC NV C     - 6,386,010.      577,780.      MT  (+/- 180 meters Scaled)
 JP0165
 JP0165                          SUPERSEDED SURVEY CONTROL
 JP0165
 JP0165  NGVD 29 (??/??/92) 1502.430  (m)         4929.22   (f) ADJ UNCH    2 0
 JP0165
 JP0165.Superseded values are not recommended for survey control.
 JP0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0165.See file dsdata.txt to determine how the superseded data were derived.
 JP0165
 JP0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC069315(NAD 83)
 JP0165_MARKER: DB = BENCH MARK DISK
 JP0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0165_STAMPING: L 185 1958
 JP0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0165+STABILITY: SURFACE MOTION
 JP0165
 JP0165  HISTORY     - Date     Condition        Report By
 JP0165  HISTORY     - 1958     MONUMENTED       CGS
 JP0165
 JP0165                          STATION DESCRIPTION
 JP0165
 JP0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0165'3.25 MI SW FROM NYALA.
 JP0165'3.25 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0165'NYALA, 0.45 MILE SOUTHWEST OF THE CROSSING OF A CREEK, 98 FEET EAST OF
 JP0165'THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH TO BIG CREEK,
 JP0165'87 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 109 FEET
 JP0165'NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 73 FEET EAST OF A POST
 JP0165'SUPPORTING A BIG CREEK SIGN, 1.3 FEET NORTHWEST OF A WITNESS POST,
 JP0165'ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 JP0165'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0142 ***********************************************************************
 JP0142  DESIGNATION -  L 186
 JP0142  PID         -  JP0142
 JP0142  STATE/COUNTY-  NV/NYE
 JP0142  USGS QUAD   -  BULLWHACKER SPRINGS (1990)
 JP0142
 JP0142                         *CURRENT SURVEY CONTROL
 JP0142  ___________________________________________________________________
 JP0142* NAD 83(1986)-  38 26 45.     (N)    115 33 49.     (W)     SCALED    
 JP0142* NAVD 88     -      1463.802  (meters)    4802.49   (feet)  ADJUSTED  
 JP0142  ___________________________________________________________________
 JP0142  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 JP0142  DYNAMIC HT  -        1462.288 (meters)    4797.52  (feet)  COMP
 JP0142  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 JP0142
 JP0142  VERT ORDER  -  SECOND    CLASS 0
 JP0142
 JP0142.The horizontal coordinates were scaled from a topographic map and have
 JP0142.an estimated accuracy of +/- 6 seconds.
 JP0142
 JP0142.The orthometric height was determined by differential leveling
 JP0142.and adjusted by the National Geodetic Survey in June 1991..
 JP0142
 JP0142.The geoid height was determined by GEOID03.
 JP0142
 JP0142.The dynamic height is computed by dividing the NAVD 88
 JP0142.geopotential number by the normal gravity value computed on the
 JP0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0142.degrees latitude (g = 980.6199 gals.).
 JP0142
 JP0142.The modeled gravity was interpolated from observed gravity values.
 JP0142
 JP0142;                    North         East    Units  Estimated Accuracy
 JP0142;SPC NV C     - 6,410,660.      596,290.      MT  (+/- 180 meters Scaled)
 JP0142
 JP0142                          SUPERSEDED SURVEY CONTROL
 JP0142
 JP0142  NGVD 29 (??/??/92) 1462.747  (m)         4799.03   (f) ADJ UNCH    2 0
 JP0142
 JP0142.Superseded values are not recommended for survey control.
 JP0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0142.See file dsdata.txt to determine how the superseded data were derived.
 JP0142
 JP0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC253562(NAD 83)
 JP0142_MARKER: DB = BENCH MARK DISK
 JP0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0142_STAMPING: L 186 1958
 JP0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0142+STABILITY: SURFACE MOTION
 JP0142
 JP0142  HISTORY     - Date     Condition        Report By
 JP0142  HISTORY     - 1958     MONUMENTED       CGS
 JP0142
 JP0142                          STATION DESCRIPTION
 JP0142
 JP0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0142'16.35 MI NE FROM NYALA.
 JP0142'ABOUT 16.35 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SHARP
 JP0142'RANCHHOUSE AT NYALA, 0.1 MILE SOUTH OF A CURVE AND A DEEP WASH, ON THE
 JP0142'TOP OF A LOW GRADE, 34 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 1/2
 JP0142'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP
 JP0142'OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0190 ***********************************************************************
 JP0190  DESIGNATION -  L 187
 JP0190  PID         -  JP0190
 JP0190  STATE/COUNTY-  NV/NYE
 JP0190  USGS QUAD   -  EDS WELL (1985)
 JP0190
 JP0190                         *CURRENT SURVEY CONTROL
 JP0190  ___________________________________________________________________
 JP0190* NAD 83(1986)-  38 03 46.     (N)    115 59 25.     (W)     SCALED    
 JP0190* NAVD 88     -      1506.817  (meters)    4943.62   (feet)  ADJUSTED  
 JP0190  ___________________________________________________________________
 JP0190  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 JP0190  DYNAMIC HT  -        1505.169 (meters)    4938.21  (feet)  COMP
 JP0190  MODELED GRAV-     979,483.6   (mgal)                       NAVD 88
 JP0190
 JP0190  VERT ORDER  -  SECOND    CLASS 0
 JP0190
 JP0190.The horizontal coordinates were scaled from a topographic map and have
 JP0190.an estimated accuracy of +/- 6 seconds.
 JP0190
 JP0190.The orthometric height was determined by differential leveling
 JP0190.and adjusted by the National Geodetic Survey in June 1991..
 JP0190
 JP0190.The geoid height was determined by GEOID03.
 JP0190
 JP0190.The dynamic height is computed by dividing the NAVD 88
 JP0190.geopotential number by the normal gravity value computed on the
 JP0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0190.degrees latitude (g = 980.6199 gals.).
 JP0190
 JP0190.The modeled gravity was interpolated from observed gravity values.
 JP0190
 JP0190;                    North         East    Units  Estimated Accuracy
 JP0190;SPC NV C     - 6,367,790.      559,350.      MT  (+/- 180 meters Scaled)
 JP0190
 JP0190                          SUPERSEDED SURVEY CONTROL
 JP0190
 JP0190  NGVD 29 (??/??/92) 1505.762  (m)         4940.15   (f) ADJ UNCH    2 0
 JP0190
 JP0190.Superseded values are not recommended for survey control.
 JP0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0190.See file dsdata.txt to determine how the superseded data were derived.
 JP0190
 JP0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC885132(NAD 83)
 JP0190_MARKER: DB = BENCH MARK DISK
 JP0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0190_STAMPING: L 187 1958
 JP0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0190+STABILITY: SURFACE MOTION
 JP0190
 JP0190  HISTORY     - Date     Condition        Report By
 JP0190  HISTORY     - 1958     MONUMENTED       CGS
 JP0190
 JP0190                          STATION DESCRIPTION
 JP0190
 JP0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0190'12.1 MI NE FROM REED MAINTENANCE STA..
 JP0190'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED MAINTENANCE
 JP0190'STATION, THENCE 2.1 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 9.7
 JP0190'MILES NORTH ALONG A DIRT ROAD, 53 FEET WEST OF THE CENTER LINE OF THE
 JP0190'ROAD, 2.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JP0190'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 JP0190'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0086 ***********************************************************************
 JP0086  DESIGNATION -  L 188
 JP0086  PID         -  JP0086
 JP0086  STATE/COUNTY-  NV/NYE
 JP0086  USGS QUAD   -  CURRANT (1990)
 JP0086
 JP0086                         *CURRENT SURVEY CONTROL
 JP0086  ___________________________________________________________________
 JP0086* NAD 83(1986)-  38 37 44.     (N)    115 29 50.     (W)     SCALED    
 JP0086* NAVD 88     -      1493.798  (meters)    4900.90   (feet)  ADJUSTED  
 JP0086  ___________________________________________________________________
 JP0086  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 JP0086  DYNAMIC HT  -        1492.257 (meters)    4895.85  (feet)  COMP
 JP0086  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 JP0086
 JP0086  VERT ORDER  -  SECOND    CLASS 0
 JP0086
 JP0086.The horizontal coordinates were scaled from a topographic map and have
 JP0086.an estimated accuracy of +/- 6 seconds.
 JP0086
 JP0086.The orthometric height was determined by differential leveling
 JP0086.and adjusted by the National Geodetic Survey in June 1991..
 JP0086
 JP0086.The geoid height was determined by GEOID03.
 JP0086
 JP0086.The dynamic height is computed by dividing the NAVD 88
 JP0086.geopotential number by the normal gravity value computed on the
 JP0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0086.degrees latitude (g = 980.6199 gals.).
 JP0086
 JP0086.The modeled gravity was interpolated from observed gravity values.
 JP0086
 JP0086;                    North         East    Units  Estimated Accuracy
 JP0086;SPC NV C     - 6,431,050.      601,820.      MT  (+/- 180 meters Scaled)
 JP0086
 JP0086                          SUPERSEDED SURVEY CONTROL
 JP0086
 JP0086  NGVD 29 (??/??/92) 1492.700  (m)         4897.30   (f) ADJ UNCH    2 0
 JP0086
 JP0086.Superseded values are not recommended for survey control.
 JP0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0086.See file dsdata.txt to determine how the superseded data were derived.
 JP0086
 JP0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC308766(NAD 83)
 JP0086_MARKER: DB = BENCH MARK DISK
 JP0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0086_STAMPING: L 188 1958
 JP0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0086+STABILITY: SURFACE MOTION
 JP0086
 JP0086  HISTORY     - Date     Condition        Report By
 JP0086  HISTORY     - 1958     MONUMENTED       CGS
 JP0086
 JP0086                          STATION DESCRIPTION
 JP0086
 JP0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0086'8.0 MI S FROM CURRANT.
 JP0086'ABOUT 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 JP0086'STATE HIGHWAY 20 AT CURRANT, THENCE 7.9 MILES SOUTH ALONG A GRAVEL
 JP0086'ROAD, AT THE JUNCTION OF A DIM TRACK ROAD EAST, 0.3 MILE SOUTH OF THE
 JP0086'INTERSECTION OF A NORTHWEST-SOUTHEAST TRACK ROAD, 109 FEET NORTHEAST
 JP0086'OF THE CENTER OF THE JUNCTION, 60 FEET EAST OF THE CENTER LINE OF THE
 JP0086'ROAD, 73 FEET NORTH OF THE CENTER LINE OF A WASH, 2 FEET WEST OF A
 JP0086'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD AND IN THE TOP OF A
 JP0086'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0124 ***********************************************************************
 JP0124  DESIGNATION -  L 189
 JP0124  PID         -  JP0124
 JP0124  STATE/COUNTY-  NV/NYE
 JP0124  USGS QUAD   -  WATER GAP EAST (1985)
 JP0124
 JP0124                         *CURRENT SURVEY CONTROL
 JP0124  ___________________________________________________________________
 JP0124* NAD 83(1986)-  38 02 29.     (N)    115 22 16.     (W)     SCALED    
 JP0124* NAVD 88     -      1555.190  (meters)    5102.32   (feet)  ADJUSTED  
 JP0124  ___________________________________________________________________
 JP0124  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 JP0124  DYNAMIC HT  -        1553.512 (meters)    5096.81  (feet)  COMP
 JP0124  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 JP0124
 JP0124  VERT ORDER  -  SECOND    CLASS 0
 JP0124
 JP0124.The horizontal coordinates were scaled from a topographic map and have
 JP0124.an estimated accuracy of +/- 6 seconds.
 JP0124
 JP0124.The orthometric height was determined by differential leveling
 JP0124.and adjusted by the National Geodetic Survey in June 1991..
 JP0124
 JP0124.The geoid height was determined by GEOID03.
 JP0124
 JP0124.The dynamic height is computed by dividing the NAVD 88
 JP0124.geopotential number by the normal gravity value computed on the
 JP0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0124.degrees latitude (g = 980.6199 gals.).
 JP0124
 JP0124.The modeled gravity was interpolated from observed gravity values.
 JP0124
 JP0124;                    North         East    Units  Estimated Accuracy
 JP0124;SPC NV C     - 6,365,990.      613,720.      MT  (+/- 180 meters Scaled)
 JP0124
 JP0124                          SUPERSEDED SURVEY CONTROL
 JP0124
 JP0124  NGVD 29 (??/??/92) 1554.149  (m)         5098.90   (f) ADJ UNCH    2 0
 JP0124
 JP0124.Superseded values are not recommended for survey control.
 JP0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0124.See file dsdata.txt to determine how the superseded data were derived.
 JP0124
 JP0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC429116(NAD 83)
 JP0124_MARKER: DB = BENCH MARK DISK
 JP0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0124_STAMPING: L 189 1958
 JP0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0124+STABILITY: SURFACE MOTION
 JP0124
 JP0124  HISTORY     - Date     Condition        Report By
 JP0124  HISTORY     - 1958     MONUMENTED       CGS
 JP0124  HISTORY     - 1981     GOOD             USGS
 JP0124
 JP0124                          STATION DESCRIPTION
 JP0124
 JP0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0124'13.6 MI SE FROM SHARP.
 JP0124'0.1 MILE NORTHEAST ALONG A DIRT ROAD FROM THE UHLAJDE RANCHHOUSE AT
 JP0124'SHARP, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 13.3 MILES
 JP0124'SOUTHEAST ALONG A DIRT ROAD LEADING TO PIOCHE, AT THE Y JUNCTION OF A
 JP0124'DIRT ROAD SOUTHEAST TO HIKO, 48 1/2 FEET SOUTHEAST OF THE CENTER LINE
 JP0124'OF THE ROAD LEADING TO PIOCHE, 46 FEET NORTHEAST OF THE CENTER LINE OF
 JP0124'THE ROAD LEADING TO HIKO, 172 FEET EAST OF THE CENTER OF THE JUNCTION,
 JP0124'72 FEET EAST OF A 2-INCH IRON PIPE SUPPORTING ROAD SIGNS, 2.0 FEET
 JP0124'SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JP0124'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JP0124
 JP0124                          STATION RECOVERY (1981)
 JP0124
 JP0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JP0124'0.1 MILE NORTHEAST ALONG A DIRT ROAD FROM THE UHLAJDE RANCHHOUSE AT
 JP0124'SHARP, ABOUT 50.0 MILES WEST AND NORTH ON NEVADA HWY. 318 FROM THE
 JP0124'JCT. OF U.S HIGHWAY 93 AND STATE HWY. 318 TO A SIGN POINTING TO
 JP0124'BRISTOL WELLS (EAST) AT A CROSS RD., THENCE 17.1 MILES SW ALONG A
 JP0124'GRADED DIRT RD. TO A CROSS RD., THENCE 4.9 MILES SW ALONG A GRADED
 JP0124'DIRT RD. TO RD. JCT. WITH NE SW GRADED DIRT RD., THENCE 0.4 MI. SW
 JP0124'ALONG GRADED DIRT RD. TO A CATTLE GUARD, THENCE 0.4 MI. TOY-JCT., 205
 JP0124'FEET NE OF Y-JCT., 46 FEET SE OF CENTERLINE OF RD. LEADING TO PIOCHE,
 JP0124'75 FEET SW OF DIRECTIONAL SIGN, 46 FEET NE OF CENTERLINE OF RD.
 JP0124'LEADING TO HIKO, 2.0 FEET SOUTHEAST OF WITNESS POST, AND SET IN A
 JP0124'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0010 ***********************************************************************
 MV0010  DESIGNATION -  L 19
 MV0010  PID         -  MV0010
 MV0010  STATE/COUNTY-  NV/HUMBOLDT
 MV0010  USGS QUAD   -  SOD HOUSE (1982)
 MV0010
 MV0010                         *CURRENT SURVEY CONTROL
 MV0010  ___________________________________________________________________
 MV0010* NAD 83(1986)-  41 25 15.     (N)    118 05 35.     (W)     SCALED    
 MV0010* NAVD 88     -      1257.899  (meters)    4126.96   (feet)  ADJUSTED  
 MV0010  ___________________________________________________________________
 MV0010  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 MV0010  DYNAMIC HT  -        1257.031 (meters)    4124.11  (feet)  COMP
 MV0010  MODELED GRAV-     979,889.9   (mgal)                       NAVD 88
 MV0010
 MV0010  VERT ORDER  -  FIRST     CLASS II
 MV0010
 MV0010.The horizontal coordinates were scaled from a topographic map and have
 MV0010.an estimated accuracy of +/- 6 seconds.
 MV0010
 MV0010.The orthometric height was determined by differential leveling
 MV0010.and adjusted by the National Geodetic Survey in June 1991..
 MV0010
 MV0010.The geoid height was determined by GEOID03.
 MV0010
 MV0010.The dynamic height is computed by dividing the NAVD 88
 MV0010.geopotential number by the normal gravity value computed on the
 MV0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0010.degrees latitude (g = 980.6199 gals.).
 MV0010
 MV0010.The modeled gravity was interpolated from observed gravity values.
 MV0010
 MV0010;                    North         East    Units  Estimated Accuracy
 MV0010;SPC NV W     - 4,740,490.      840,980.      MT  (+/- 180 meters Scaled)
 MV0010
 MV0010                          SUPERSEDED SURVEY CONTROL
 MV0010
 MV0010  NGVD 29 (??/??/92) 1256.832  (m)         4123.46   (f) ADJ UNCH    1 2
 MV0010
 MV0010.Superseded values are not recommended for survey control.
 MV0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0010.See file dsdata.txt to determine how the superseded data were derived.
 MV0010
 MV0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF086860(NAD 83)
 MV0010_MARKER: DB = BENCH MARK DISK
 MV0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0010_STAMPING: 4123.358 L 19 1931
 MV0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0010+STABILITY: SURFACE MOTION
 MV0010
 MV0010  HISTORY     - Date     Condition        Report By
 MV0010  HISTORY     - 1931     MONUMENTED       CGS
 MV0010  HISTORY     - 1934     GOOD             NGS
 MV0010
 MV0010                          STATION DESCRIPTION
 MV0010
 MV0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MV0010'46.6 MI N FROM WINNEMUCCA.
 MV0010'46.6 MILES NORTH ALONG THE HIGHWAY FROM WINNEMUCCA, HUMBOLDT COUNTY,
 MV0010'ON THE DENIO HIGHWAY, 2.0 MILES NORTHWEST OF SOD HOUSE, AND 27 FEET
 MV0010'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 MV0010'4123.358 L 19 1931 AND SET IN THE  OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0325 ***********************************************************************
 JR0325  DESIGNATION -  L 19
 JR0325  PID         -  JR0325
 JR0325  STATE/COUNTY-  NV/LYON
 JR0325  USGS QUAD   -  YERINGTON (1986)
 JR0325
 JR0325                         *CURRENT SURVEY CONTROL
 JR0325  ___________________________________________________________________
 JR0325* NAD 83(1986)-  38 52 54.     (N)    119 08 39.     (W)     SCALED    
 JR0325* NAVD 88     -      1364.76   (+/-2cm)    4477.6    (feet)  VERTCON   
 JR0325  ___________________________________________________________________
 JR0325  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 JR0325
 JR0325  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0325
 JR0325.The horizontal coordinates were scaled from a topographic map and have
 JR0325.an estimated accuracy of +/- 6 seconds.
 JR0325
 JR0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0325.The vertical order pertains to the NGVD 29 superseded value.
 JR0325
 JR0325.The geoid height was determined by GEOID03.
 JR0325
 JR0325;                    North         East    Units  Estimated Accuracy
 JR0325;SPC NV W     - 4,458,610.      751,340.      MT  (+/- 180 meters Scaled)
 JR0325
 JR0325                          SUPERSEDED SURVEY CONTROL
 JR0325
 JR0325  NGVD 29 (??/??/92) 1363.709  (m)         4474.10   (f) ADJ UNCH    2 0
 JR0325
 JR0325.Superseded values are not recommended for survey control.
 JR0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0325.See file dsdata.txt to determine how the superseded data were derived.
 JR0325
 JR0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD140058(NAD 83)
 JR0325_MARKER: DB = BENCH MARK DISK
 JR0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0325_STAMPING: 1 19 1
 JR0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0325+STABILITY: SURFACE MOTION
 JR0325
 JR0325  HISTORY     - Date     Condition        Report By
 JR0325  HISTORY     - UNK      MONUMENTED       NVGS
 JR0325  HISTORY     - 1951     GOOD             NGS
 JR0325  HISTORY     - 1957     MARK NOT FOUND   NGS
 JR0325
 JR0325                          STATION DESCRIPTION
 JR0325
 JR0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0325'7.8 MI S FROM YERINGTON.
 JR0325'0.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0325'YERINGTON, THENCE 7.6 MILES SOUTH ALONG STATE HIGHWAY 3, ABOUT
 JR0325'90 YARDS SOUTH OF A WHITE FARM HOUSE, 55 FEET SOUTH OF THE CENTER
 JR0325'LINE OF A GRAVEL ROAD LEADING EAST, 22 FEET SOUTHEAST OF THE
 JR0325'SOUTH END OF THE EAST CONCRETE HEADWALL OF A DOUBLE CONCRETE CULVERT,
 JR0325'21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.6 FEET WEST OF
 JR0325'A WIRE FENCE, ABOUT 1/2-FOOT LOWER THAN THE HIGHWAY, AND SET IN THE
 JR0325'TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE THE GROUND.
 JR0325'NOTE-- THE POST HAS BEEN CHIPPED SOMEWHAT, BUT IS SOLID.
 JR0325
 JR0325                          STATION RECOVERY (1957)
 JR0325
 JR0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 JR0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0324 ***********************************************************************
 JR0324  DESIGNATION -  L 19 A
 JR0324  PID         -  JR0324
 JR0324  STATE/COUNTY-  NV/LYON
 JR0324  USGS QUAD   -  YERINGTON (1986)
 JR0324
 JR0324                         *CURRENT SURVEY CONTROL
 JR0324  ___________________________________________________________________
 JR0324* NAD 83(1986)-  38 52 43.     (N)    119 08 39.     (W)     SCALED    
 JR0324* NAVD 88     -      1364.16   (+/-2cm)    4475.6    (feet)  VERTCON   
 JR0324  ___________________________________________________________________
 JR0324  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 JR0324
 JR0324  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0324
 JR0324.The horizontal coordinates were scaled from a topographic map and have
 JR0324.an estimated accuracy of +/- 6 seconds.
 JR0324
 JR0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0324.The vertical order pertains to the NGVD 29 superseded value.
 JR0324
 JR0324.The geoid height was determined by GEOID03.
 JR0324
 JR0324;                    North         East    Units  Estimated Accuracy
 JR0324;SPC NV W     - 4,458,270.      751,340.      MT  (+/- 180 meters Scaled)
 JR0324
 JR0324                          SUPERSEDED SURVEY CONTROL
 JR0324
 JR0324  NGVD 29 (??/??/92) 1363.107  (m)         4472.13   (f) ADJ UNCH    2 0
 JR0324
 JR0324.Superseded values are not recommended for survey control.
 JR0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0324.See file dsdata.txt to determine how the superseded data were derived.
 JR0324
 JR0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD140054(NAD 83)
 JR0324_MARKER: DD = SURVEY DISK
 JR0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0324_STAMPING: 1 19 2
 JR0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0324+STABILITY: SURFACE MOTION
 JR0324
 JR0324  HISTORY     - Date     Condition        Report By
 JR0324  HISTORY     - UNK      MONUMENTED       NVGS
 JR0324  HISTORY     - 1951     GOOD             NGS
 JR0324
 JR0324                          STATION DESCRIPTION
 JR0324
 JR0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0324'8 MI S FROM YERINGTON.
 JR0324'0.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0324'YERINGTON, THENCE 7.8 MILES SOUTH ALONG STATE HIGHWAY 3, 48
 JR0324'FEET NORTH OF THE NORTH END OF CONCRETE HIGHWAY BRIDGE NO. B
 JR0324'144 OVER A STREAM, 19 1/2-FEET EAST OF THE CENTER LINE OF THE
 JR0324'HIGHWAY, 28 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD
 JR0324'LEADING EAST TO A FARM HOUSE, 2 FEET SOUTH OF A WITNESS POST,
 JR0324'11 FEET NORTH OF THE APPROXIMATE CENTER OF AN IRRIGATION CANAL,
 JR0324'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FEET ABOVE
 JR0324'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0256 ***********************************************************************
 LQ0256  DESIGNATION -  L 190
 LQ0256  PID         -  LQ0256
 LQ0256  STATE/COUNTY-  NV/WHITE PINE
 LQ0256  USGS QUAD   -  GOSHUTE LAKE SOUTH (1982)
 LQ0256
 LQ0256                         *CURRENT SURVEY CONTROL
 LQ0256  ___________________________________________________________________
 LQ0256* NAD 83(1986)-  40 03 17.     (N)    114 37 47.     (W)     SCALED    
 LQ0256* NAVD 88     -      1822.292  (meters)    5978.64   (feet)  ADJUSTED  
 LQ0256  ___________________________________________________________________
 LQ0256  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 LQ0256  DYNAMIC HT  -        1820.556 (meters)    5972.94  (feet)  COMP
 LQ0256  MODELED GRAV-     979,608.3   (mgal)                       NAVD 88
 LQ0256
 LQ0256  VERT ORDER  -  SECOND    CLASS 0
 LQ0256
 LQ0256.The horizontal coordinates were scaled from a topographic map and have
 LQ0256.an estimated accuracy of +/- 6 seconds.
 LQ0256
 LQ0256.The orthometric height was determined by differential leveling
 LQ0256.and adjusted by the National Geodetic Survey in June 1991..
 LQ0256
 LQ0256.The geoid height was determined by GEOID03.
 LQ0256
 LQ0256.The dynamic height is computed by dividing the NAVD 88
 LQ0256.geopotential number by the normal gravity value computed on the
 LQ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0256.degrees latitude (g = 980.6199 gals.).
 LQ0256
 LQ0256.The modeled gravity was interpolated from observed gravity values.
 LQ0256
 LQ0256;                    North         East    Units  Estimated Accuracy
 LQ0256;SPC NV E     - 8,589,120.      281,360.      MT  (+/- 180 meters Scaled)
 LQ0256
 LQ0256                          SUPERSEDED SURVEY CONTROL
 LQ0256
 LQ0256  NGVD 29 (??/??/92) 1821.131  (m)         5974.83   (f) ADJ UNCH    2 0
 LQ0256
 LQ0256.Superseded values are not recommended for survey control.
 LQ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0256.See file dsdata.txt to determine how the superseded data were derived.
 LQ0256
 LQ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE021365(NAD 83)
 LQ0256_MARKER: DB = BENCH MARK DISK
 LQ0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0256_STAMPING: L 190 1958
 LQ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0256+STABILITY: SURFACE MOTION
 LQ0256
 LQ0256  HISTORY     - Date     Condition        Report By
 LQ0256  HISTORY     - 1958     MONUMENTED       CGS
 LQ0256
 LQ0256                          STATION DESCRIPTION
 LQ0256
 LQ0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0256'1.05 MI SW FROM LAGES STATION.
 LQ0256'1.05 MILES SOUTH ALONG U. S. HIGHWAY 93 AND 50 ALTERNATE FROM THE
 LQ0256'JUNCTION OF U. S. HIGHWAY 93 AT LAGES STATION, 58 FEET SOUTHEAST OF
 LQ0256'THE CENTER LINE OF THE HIGHWAY (MEASURED FROM THE CENTER OF THE
 LQ0256'JUNCTION OF A TRACK ROAD SOUTH), 23 FEET EAST OF THE CENTER LINE OF
 LQ0256'THE ROAD, 2 FEET EAST OF A CAIRN, ABOUT LEVEL WITH THE HIGHWAY, AND
 LQ0256'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 LQ0256'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0175 ***********************************************************************
 LQ0175  DESIGNATION -  L 191
 LQ0175  PID         -  LQ0175
 LQ0175  STATE/COUNTY-  NV/ELKO
 LQ0175  USGS QUAD   -  WHITE HORSE PASS (1972)
 LQ0175
 LQ0175                         *CURRENT SURVEY CONTROL
 LQ0175  ___________________________________________________________________
 LQ0175* NAD 83(1986)-  40 21 41.     (N)    114 13 27.     (W)     SCALED    
 LQ0175* NAVD 88     -      1819.187  (meters)    5968.45   (feet)  ADJUSTED  
 LQ0175  ___________________________________________________________________
 LQ0175  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 LQ0175  DYNAMIC HT  -        1817.566 (meters)    5963.13  (feet)  COMP
 LQ0175  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 LQ0175
 LQ0175  VERT ORDER  -  SECOND    CLASS 0
 LQ0175
 LQ0175.The horizontal coordinates were scaled from a topographic map and have
 LQ0175.an estimated accuracy of +/- 6 seconds.
 LQ0175
 LQ0175.The orthometric height was determined by differential leveling
 LQ0175.and adjusted by the National Geodetic Survey in June 1991..
 LQ0175
 LQ0175.The geoid height was determined by GEOID03.
 LQ0175
 LQ0175.The dynamic height is computed by dividing the NAVD 88
 LQ0175.geopotential number by the normal gravity value computed on the
 LQ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0175.degrees latitude (g = 980.6199 gals.).
 LQ0175
 LQ0175.The modeled gravity was interpolated from observed gravity values.
 LQ0175
 LQ0175;                    North         East    Units  Estimated Accuracy
 LQ0175;SPC NV E     - 8,623,620.      315,440.      MT  (+/- 180 meters Scaled)
 LQ0175
 LQ0175                          SUPERSEDED SURVEY CONTROL
 LQ0175
 LQ0175  NGVD 29 (??/??/92) 1818.077  (m)         5964.81   (f) ADJ UNCH    2 0
 LQ0175
 LQ0175.Superseded values are not recommended for survey control.
 LQ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0175.See file dsdata.txt to determine how the superseded data were derived.
 LQ0175
 LQ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE357715(NAD 83)
 LQ0175_MARKER: DB = BENCH MARK DISK
 LQ0175_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0175_SP_SET: OUTCROP
 LQ0175_STAMPING: L 191 1958
 LQ0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0175+STABILITY: POSITION/ELEVATION WELL
 LQ0175
 LQ0175  HISTORY     - Date     Condition        Report By
 LQ0175  HISTORY     - 1958     MONUMENTED       CGS
 LQ0175
 LQ0175                          STATION DESCRIPTION
 LQ0175
 LQ0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0175'17.9 MI NE FROM BOONE SPRINGS.
 LQ0175'17.9 MILES NORTHEAST ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE UTOCO
 LQ0175'SERVICE STATION AT BOONE SPRINGS, 72 FEET SOUTHWEST OF THE NORTHEAST
 LQ0175'END OF A ROCK CUT, IN THE TOP OF A 12-FOOT LONG BY 4-FOOT HIGH
 LQ0175'OUTCROP, 25 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 LQ0175'ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0332 ***********************************************************************
 MT0332  DESIGNATION -  L 192
 MT0332  PID         -  MT0332
 MT0332  STATE/COUNTY-  NV/ELKO
 MT0332  USGS QUAD   -  WINE CUP RANCH NE (1980)
 MT0332
 MT0332                         *CURRENT SURVEY CONTROL
 MT0332  ___________________________________________________________________
 MT0332* NAD 83(1986)-  41 29 18.     (N)    114 33 52.     (W)     SCALED    
 MT0332* NAVD 88     -      1644.053  (meters)    5393.86   (feet)  ADJUSTED  
 MT0332  ___________________________________________________________________
 MT0332  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 MT0332  DYNAMIC HT  -        1642.779 (meters)    5389.68  (feet)  COMP
 MT0332  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 MT0332
 MT0332  VERT ORDER  -  SECOND    CLASS 0
 MT0332
 MT0332.The horizontal coordinates were scaled from a topographic map and have
 MT0332.an estimated accuracy of +/- 6 seconds.
 MT0332
 MT0332.The orthometric height was determined by differential leveling
 MT0332.and adjusted by the National Geodetic Survey in June 1991..
 MT0332
 MT0332.The geoid height was determined by GEOID03.
 MT0332
 MT0332.The dynamic height is computed by dividing the NAVD 88
 MT0332.geopotential number by the normal gravity value computed on the
 MT0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0332.degrees latitude (g = 980.6199 gals.).
 MT0332
 MT0332.The modeled gravity was interpolated from observed gravity values.
 MT0332
 MT0332;                    North         East    Units  Estimated Accuracy
 MT0332;SPC NV E     - 8,748,380.      285,080.      MT  (+/- 180 meters Scaled)
 MT0332
 MT0332                          SUPERSEDED SURVEY CONTROL
 MT0332
 MT0332  NGVD 29 (??/??/92) 1642.912  (m)         5390.12   (f) ADJ UNCH    2 0
 MT0332
 MT0332.Superseded values are not recommended for survey control.
 MT0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0332.See file dsdata.txt to determine how the superseded data were derived.
 MT0332
 MT0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF033958(NAD 83)
 MT0332_MARKER: DB = BENCH MARK DISK
 MT0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0332_STAMPING: L 192 1958
 MT0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0332+STABILITY: SURFACE MOTION
 MT0332
 MT0332  HISTORY     - Date     Condition        Report By
 MT0332  HISTORY     - 1958     MONUMENTED       CGS
 MT0332
 MT0332                          STATION DESCRIPTION
 MT0332
 MT0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0332'13.0 MI NE FROM WILKINS.
 MT0332'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0332'POST AT WILKINS, THENCE 12.3 MILES SOUTHEAST, EAST AND NORTHEAST ALONG
 MT0332'A GRAVEL ROAD, 0.3 MILE NORTHEAST OF THE Y JUNCTION OF A DIRT ROAD
 MT0332'NORTH, ON THE SOUTHWEST SIDE OF A HILL WHICH PROJECTS ABOUT 20 FEET
 MT0332'ABOVE THE ROAD, IN LINE WITH A ROW OF TELEPHONE POLES, 44 FEET
 MT0332'NORTHWEST OF THE CENTER LINE OF THE ROAD, 122 FEET SOUTHWEST OF A
 MT0332'TELEPHONE POLE WHICH IS AT THE APPROXIMATE CENTER OF THE SOUTHEAST
 MT0332'SLOPE OF THE HILL, 31 FEET NORTHEAST OF A TELEPHONE POLE, 2.3 FEET
 MT0332'SOUTHEAST OF A WITNESS POST, 3 FEET HIGHER THAN THE ROAD, AND SET IN
 MT0332'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0277 ***********************************************************************
 MU0277  DESIGNATION -  L 196
 MU0277  PID         -  MU0277
 MU0277  STATE/COUNTY-  NV/HUMBOLDT
 MU0277  USGS QUAD   -  SOUTH OF MC DERMITT (1991)
 MU0277
 MU0277                         *CURRENT SURVEY CONTROL
 MU0277  ___________________________________________________________________
 MU0277* NAD 83(1986)-  41 48 07.     (N)    117 44 03.     (W)     SCALED    
 MU0277* NAVD 88     -      1344.120  (meters)    4409.83   (feet)  ADJUSTED  
 MU0277  ___________________________________________________________________
 MU0277  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 MU0277  DYNAMIC HT  -        1343.179 (meters)    4406.75  (feet)  COMP
 MU0277  MODELED GRAV-     979,876.4   (mgal)                       NAVD 88
 MU0277
 MU0277  VERT ORDER  -  SECOND    CLASS 0
 MU0277
 MU0277.The horizontal coordinates were scaled from a topographic map and have
 MU0277.an estimated accuracy of +/- 6 seconds.
 MU0277
 MU0277.The orthometric height was determined by differential leveling
 MU0277.and adjusted by the National Geodetic Survey in June 1991..
 MU0277
 MU0277.The geoid height was determined by GEOID03.
 MU0277
 MU0277.The dynamic height is computed by dividing the NAVD 88
 MU0277.geopotential number by the normal gravity value computed on the
 MU0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0277.degrees latitude (g = 980.6199 gals.).
 MU0277
 MU0277.The modeled gravity was interpolated from observed gravity values.
 MU0277
 MU0277;                    North         East    Units  Estimated Accuracy
 MU0277;SPC NV W     - 4,783,050.      870,570.      MT  (+/- 180 meters Scaled)
 MU0277
 MU0277                          SUPERSEDED SURVEY CONTROL
 MU0277
 MU0277  NGVD 29 (??/??/92) 1342.980  (m)         4406.09   (f) ADJ UNCH    2 0
 MU0277
 MU0277.Superseded values are not recommended for survey control.
 MU0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0277.See file dsdata.txt to determine how the superseded data were derived.
 MU0277
 MU0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG390280(NAD 83)
 MU0277_MARKER: DB = BENCH MARK DISK
 MU0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MU0277_SP_SET: CULVERT
 MU0277_STAMPING: L 196 1963
 MU0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0277
 MU0277  HISTORY     - Date     Condition        Report By
 MU0277  HISTORY     - 1963     MONUMENTED       CGS
 MU0277
 MU0277                          STATION DESCRIPTION
 MU0277
 MU0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0277'14.0 MI S FROM MCDERMITT.
 MU0277'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0277'LINE AT MCDERMITT, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 MU0277'HEAD WALL OF A PIPE CULVERT, 153 FEET SOUTH OF THE CENTER OF THE
 MU0277'JUNCTION OF BUCKSKIN ROAD EAST, 26 FEET EAST OF THE CENTER LINE OF THE
 MU0277'HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0158 ***********************************************************************
 MU0158  DESIGNATION -  L 197
 MU0158  PID         -  MU0158
 MU0158  STATE/COUNTY-  NV/HUMBOLDT
 MU0158  USGS QUAD   -  BLACK RIDGE (1980)
 MU0158
 MU0158                         *CURRENT SURVEY CONTROL
 MU0158  ___________________________________________________________________
 MU0158* NAD 83(1986)-  41 44 40.     (N)    117 29 30.     (W)     SCALED    
 MU0158* NAVD 88     -      1906.400  (meters)    6254.58   (feet)  ADJUSTED  
 MU0158  ___________________________________________________________________
 MU0158  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 MU0158  DYNAMIC HT  -        1904.916 (meters)    6249.71  (feet)  COMP
 MU0158  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 MU0158
 MU0158  VERT ORDER  -  SECOND    CLASS 0
 MU0158
 MU0158.The horizontal coordinates were scaled from a topographic map and have
 MU0158.an estimated accuracy of +/- 6 seconds.
 MU0158
 MU0158.The orthometric height was determined by differential leveling
 MU0158.and adjusted by the National Geodetic Survey in June 1991..
 MU0158
 MU0158.The geoid height was determined by GEOID03.
 MU0158
 MU0158.The dynamic height is computed by dividing the NAVD 88
 MU0158.geopotential number by the normal gravity value computed on the
 MU0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0158.degrees latitude (g = 980.6199 gals.).
 MU0158
 MU0158.The modeled gravity was interpolated from observed gravity values.
 MU0158
 MU0158;                    North         East    Units  Estimated Accuracy
 MU0158;SPC NV W     - 4,776,890.      890,800.      MT  (+/- 180 meters Scaled)
 MU0158
 MU0158                          SUPERSEDED SURVEY CONTROL
 MU0158
 MU0158  NGVD 29 (??/??/92) 1905.168  (m)         6250.54   (f) ADJ UNCH    2 0
 MU0158
 MU0158.Superseded values are not recommended for survey control.
 MU0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0158.See file dsdata.txt to determine how the superseded data were derived.
 MU0158
 MU0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG591215(NAD 83)
 MU0158_MARKER: DB = BENCH MARK DISK
 MU0158_SETTING: 80 = SET IN A BOULDER
 MU0158_STAMPING: L 197 1963
 MU0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0158+STABILITY: SURFACE MOTION
 MU0158
 MU0158  HISTORY     - Date     Condition        Report By
 MU0158  HISTORY     - 1963     MONUMENTED       CGS
 MU0158
 MU0158                          STATION DESCRIPTION
 MU0158
 MU0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0158'31.75 MI SE FROM MCDERMITT.
 MU0158'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0158'LINE AT MCDERMITT, THENCE 17.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0158'THENCE 0.6 MILE NORTHEAST ALONG A DIRT ROAD, 0.5 MILE SOUTH OF THE
 MU0158'CROSSING OF SIARD CREEK AND THE JUNCTION OF SIARD AND MARTIN CREEKS,
 MU0158'90 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 45 YARDS SOUTHWEST
 MU0158'OF THE SOUTHWEST BANK OF SIARD CREEK CANYON, IN THE TOP OF A 3- BY
 MU0158'4-FOOT BOULDER WHICH IS IN A NEST OF BOULDERS, 4.5 FEET SOUTHWEST OF A
 MU0158'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0182 ***********************************************************************
 MU0182  DESIGNATION -  L 198
 MU0182  PID         -  MU0182
 MU0182  STATE/COUNTY-  NV/HUMBOLDT
 MU0182  USGS QUAD   -  MAIDEN BUTTE (1980)
 MU0182
 MU0182                         *CURRENT SURVEY CONTROL
 MU0182  ___________________________________________________________________
 MU0182* NAD 83(1986)-  41 49 02.     (N)    117 12 45.     (W)     SCALED    
 MU0182* NAVD 88     -      1830.681  (meters)    6006.16   (feet)  ADJUSTED  
 MU0182  ___________________________________________________________________
 MU0182  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 MU0182  DYNAMIC HT  -        1829.284 (meters)    6001.58  (feet)  COMP
 MU0182  MODELED GRAV-     979,794.3   (mgal)                       NAVD 88
 MU0182
 MU0182  VERT ORDER  -  SECOND    CLASS 0
 MU0182
 MU0182.The horizontal coordinates were scaled from a topographic map and have
 MU0182.an estimated accuracy of +/- 6 seconds.
 MU0182
 MU0182.The orthometric height was determined by differential leveling
 MU0182.and adjusted by the National Geodetic Survey in June 1991..
 MU0182
 MU0182.The geoid height was determined by GEOID03.
 MU0182
 MU0182.The dynamic height is computed by dividing the NAVD 88
 MU0182.geopotential number by the normal gravity value computed on the
 MU0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0182.degrees latitude (g = 980.6199 gals.).
 MU0182
 MU0182.The modeled gravity was interpolated from observed gravity values.
 MU0182
 MU0182;                    North         East    Units  Estimated Accuracy
 MU0182;SPC NV W     - 4,785,310.      913,890.      MT  (+/- 180 meters Scaled)
 MU0182
 MU0182                          SUPERSEDED SURVEY CONTROL
 MU0182
 MU0182  NGVD 29 (??/??/92) 1829.473  (m)         6002.20   (f) ADJ UNCH    2 0
 MU0182
 MU0182.Superseded values are not recommended for survey control.
 MU0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0182.See file dsdata.txt to determine how the superseded data were derived.
 MU0182
 MU0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG823295(NAD 83)
 MU0182_MARKER: DB = BENCH MARK DISK
 MU0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0182_STAMPING: L 198 1963
 MU0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0182+STABILITY: SURFACE MOTION
 MU0182
 MU0182  HISTORY     - Date     Condition        Report By
 MU0182  HISTORY     - 1963     MONUMENTED       CGS
 MU0182
 MU0182                          STATION DESCRIPTION
 MU0182
 MU0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0182'54.25 MI E FROM MCDERMITT.
 MU0182'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0182'LINE AT MCDERMITT, THENCE 17.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0182'THENCE 20.2 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.9 MILES NORTH
 MU0182'ALONG A DIRT ROAD, 0.75 MILE NORTH OF CALICO SPRINGS, 43 FEET EAST OF
 MU0182'THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTHWEST OF A WITNESS POST,
 MU0182'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MU0182'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0361 ***********************************************************************
 LQ0361  DESIGNATION -  L 199
 LQ0361  PID         -  LQ0361
 LQ0361  STATE/COUNTY-  NV/ELKO
 LQ0361  USGS QUAD   -  CEDAR RIDGE (1985)
 LQ0361
 LQ0361                         *CURRENT SURVEY CONTROL
 LQ0361  ___________________________________________________________________
 LQ0361* NAD 83(1986)-  40 23 09.     (N)    115 50 07.     (W)     SCALED    
 LQ0361* NAVD 88     -      1819.010  (meters)    5967.87   (feet)  ADJUSTED  
 LQ0361  ___________________________________________________________________
 LQ0361  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 LQ0361  DYNAMIC HT  -        1817.361 (meters)    5962.46  (feet)  COMP
 LQ0361  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 LQ0361
 LQ0361  VERT ORDER  -  SECOND    CLASS 0
 LQ0361
 LQ0361.The horizontal coordinates were scaled from a topographic map and have
 LQ0361.an estimated accuracy of +/- 6 seconds.
 LQ0361
 LQ0361.The orthometric height was determined by differential leveling
 LQ0361.and adjusted by the National Geodetic Survey in June 1991..
 LQ0361
 LQ0361.The geoid height was determined by GEOID03.
 LQ0361
 LQ0361.The dynamic height is computed by dividing the NAVD 88
 LQ0361.geopotential number by the normal gravity value computed on the
 LQ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0361.degrees latitude (g = 980.6199 gals.).
 LQ0361
 LQ0361.The modeled gravity was interpolated from observed gravity values.
 LQ0361
 LQ0361;                    North         East    Units  Estimated Accuracy
 LQ0361;SPC NV E     - 8,625,480.      178,610.      MT  (+/- 180 meters Scaled)
 LQ0361
 LQ0361                          SUPERSEDED SURVEY CONTROL
 LQ0361
 LQ0361  NGVD 29 (??/??/92) 1817.876  (m)         5964.15   (f) ADJ UNCH    2 0
 LQ0361
 LQ0361.Superseded values are not recommended for survey control.
 LQ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0361.See file dsdata.txt to determine how the superseded data were derived.
 LQ0361
 LQ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE988712(NAD 83)
 LQ0361_MARKER: DB = BENCH MARK DISK
 LQ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0361_STAMPING: L 199 1963
 LQ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0361+STABILITY: SURFACE MOTION
 LQ0361
 LQ0361  HISTORY     - Date     Condition        Report By
 LQ0361  HISTORY     - 1963     MONUMENTED       CGS
 LQ0361
 LQ0361                          STATION DESCRIPTION
 LQ0361
 LQ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0361'10.5 MI W FROM JIGGS.
 LQ0361'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0361'JIGGS, THENCE 10.2 MILES WEST ALONG THE LITTLE PORTER CREEK ROAD, 0.65
 LQ0361'MILE WEST OF THE OLD PORTER RANCH, 25 FEET SOUTH OF THE CENTER LINE OF
 LQ0361'THE ROAD, 82.6 FEET NORTH OF A FENCE, 1.7 FEET WEST OF A WITNESS POST,
 LQ0361'ABOUT 1 FOOT HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST
 LQ0361'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0850 ***********************************************************************
 KR0850  DESIGNATION -  L 2
 KR0850  PID         -  KR0850
 KR0850  STATE/COUNTY-  NV/LYON
 KR0850  USGS QUAD   -  WABUSKA (1993)
 KR0850
 KR0850                         *CURRENT SURVEY CONTROL
 KR0850  ___________________________________________________________________
 KR0850* NAD 83(1986)-  39 07 42.     (N)    119 10 50.     (W)     SCALED    
 KR0850* NAVD 88     -      1312.90   (+/-2cm)    4307.4    (feet)  VERTCON   
 KR0850  ___________________________________________________________________
 KR0850  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 KR0850
 KR0850  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0850
 KR0850.The horizontal coordinates were scaled from a topographic map and have
 KR0850.an estimated accuracy of +/- 6 seconds.
 KR0850
 KR0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0850.The vertical order pertains to the NGVD 29 superseded value.
 KR0850
 KR0850.The geoid height was determined by GEOID03.
 KR0850
 KR0850;                    North         East    Units  Estimated Accuracy
 KR0850;SPC NV W     - 4,486,010.      748,360.      MT  (+/- 180 meters Scaled)
 KR0850
 KR0850                          SUPERSEDED SURVEY CONTROL
 KR0850
 KR0850  NGVD 29 (??/??/92) 1311.900  (m)         4304.13   (f) ADJ UNCH    2 0
 KR0850
 KR0850.Superseded values are not recommended for survey control.
 KR0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0850.See file dsdata.txt to determine how the superseded data were derived.
 KR0850
 KR0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD115332(NAD 83)
 KR0850_MARKER: DD = SURVEY DISK
 KR0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0850_STAMPING: 1-2-1.
 KR0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0850+STABILITY: SURFACE MOTION
 KR0850
 KR0850  HISTORY     - Date     Condition        Report By
 KR0850  HISTORY     - UNK      MONUMENTED       CGS
 KR0850  HISTORY     - 1951     GOOD             NGS
 KR0850  HISTORY     - 1984     MARK NOT FOUND   USGS
 KR0850
 KR0850                          STATION DESCRIPTION
 KR0850
 KR0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0850'1.0 MI S FROM WABUSKA.
 KR0850'1.0 MILES SOUTH ALONG U. S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 KR0850'COMPANY RAILROAD STATION AT WABUSKA, AT A ROAD CROSSING OF AN EAST TO
 KR0850'WEST GRAVEL ROAD, 78 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD
 KR0850'LEADING EAST TO THE MASON VALLEY RANCH, 28 FEET EAST OF THE CENTER
 KR0850'LINE OF HIGHWAY 95, 1.6 FEET SOUTH OF A WITNESS POST, 1.6 FEET WEST OF
 KR0850'A WIRE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9
 KR0850'FEET ABOVE THE GROUND.
 KR0850
 KR0850                          STATION RECOVERY (1984)
 KR0850
 KR0850'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0052 ***********************************************************************
 HP0052  DESIGNATION -  L 2
 HP0052  PID         -  HP0052
 HP0052  STATE/COUNTY-  NV/LINCOLN
 HP0052  USGS QUAD   -  ELGIN NE (1980)
 HP0052
 HP0052                         *CURRENT SURVEY CONTROL
 HP0052  ___________________________________________________________________
 HP0052* NAD 83(1986)-  37 29 45.     (N)    114 35 17.     (W)     SCALED    
 HP0052* NAVD 88     -      1229.889  (meters)    4035.06   (feet)  POSTED    
 HP0052  ___________________________________________________________________
 HP0052  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 HP0052  DYNAMIC HT  -        1228.560 (meters)    4030.70  (feet)  COMP
 HP0052  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 HP0052
 HP0052  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0052
 HP0052.The horizontal coordinates were scaled from a topographic map and have
 HP0052.an estimated accuracy of +/- 6 seconds.
 HP0052
 HP0052.The orthometric height was determined by differential leveling
 HP0052.and adjusted by the National Geodetic Survey in 1992..
 HP0052.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0052.rate of 1.1 thru 2.0 mm/km.
 HP0052
 HP0052.The geoid height was determined by GEOID03.
 HP0052
 HP0052.The dynamic height is computed by dividing the NAVD 88
 HP0052.geopotential number by the normal gravity value computed on the
 HP0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0052.degrees latitude (g = 980.6199 gals.).
 HP0052
 HP0052.The modeled gravity was interpolated from observed gravity values.
 HP0052
 HP0052;                    North         East    Units  Estimated Accuracy
 HP0052;SPC NV E     - 8,305,120.      288,010.      MT  (+/- 180 meters Scaled)
 HP0052
 HP0052                          SUPERSEDED SURVEY CONTROL
 HP0052
 HP0052  NGVD 29 (??/??/92) 1228.910  (m)         4031.85   (f) ADJ UNCH    1 2
 HP0052
 HP0052.Superseded values are not recommended for survey control.
 HP0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0052.See file dsdata.txt to determine how the superseded data were derived.
 HP0052
 HP0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB132526(NAD 83)
 HP0052_MARKER: Z = SEE DESCRIPTION
 HP0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0052+STABILITY: SURFACE MOTION
 HP0052
 HP0052  HISTORY     - Date     Condition        Report By
 HP0052  HISTORY     - UNK      MONUMENTED       CGS
 HP0052  HISTORY     - 1950     GOOD             NGS
 HP0052
 HP0052                          STATION DESCRIPTION
 HP0052
 HP0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HP0052'IN STINE.
 HP0052'AT STINE, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD, 410 FEET
 HP0052'NORTH OF THE STATION SIGN, OPPOSITE THE POWER PLANT OF THE DELAMAR
 HP0052'MINE, 88 FEET EAST OF THE CENTER LINE OF THE MAIN TRACK, 6 FEET
 HP0052'OUTSIDE THE RIGHT-OF-WAY FENCE, 7 FEET NORTH OF AN ANGLE IN THE FENCE
 HP0052'LINE, AT THE FOOT OF THE WHITE CLIFFS, AND 46 FEET HIGHER THAN THE
 HP0052'TRACK.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST, NEAR
 HP0052'THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0849 ***********************************************************************
 KR0849  DESIGNATION -  L 2 A
 KR0849  PID         -  KR0849
 KR0849  STATE/COUNTY-  NV/LYON
 KR0849  USGS QUAD   -  WABUSKA (1993)
 KR0849
 KR0849                         *CURRENT SURVEY CONTROL
 KR0849  ___________________________________________________________________
 KR0849* NAD 83(1986)-  39 07 53.     (N)    119 10 50.     (W)     SCALED    
 KR0849* NAVD 88     -      1312.88   (+/-2cm)    4307.3    (feet)  VERTCON   
 KR0849  ___________________________________________________________________
 KR0849  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 KR0849
 KR0849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0849
 KR0849.The horizontal coordinates were scaled from a topographic map and have
 KR0849.an estimated accuracy of +/- 6 seconds.
 KR0849
 KR0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0849.The vertical order pertains to the NGVD 29 superseded value.
 KR0849
 KR0849.The geoid height was determined by GEOID03.
 KR0849
 KR0849;                    North         East    Units  Estimated Accuracy
 KR0849;SPC NV W     - 4,486,350.      748,370.      MT  (+/- 180 meters Scaled)
 KR0849
 KR0849                          SUPERSEDED SURVEY CONTROL
 KR0849
 KR0849  NGVD 29 (??/??/92) 1311.88   (m)         4304.1    (f) COMPUTED    2 0
 KR0849
 KR0849.Superseded values are not recommended for survey control.
 KR0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0849.See file dsdata.txt to determine how the superseded data were derived.
 KR0849
 KR0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD115336(NAD 83)
 KR0849_MARKER: DD = SURVEY DISK
 KR0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0849_STAMPING: 1-2-2.
 KR0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0849+STABILITY: SURFACE MOTION
 KR0849
 KR0849  HISTORY     - Date     Condition        Report By
 KR0849  HISTORY     - UNK      MONUMENTED       CGS
 KR0849  HISTORY     - 1951     GOOD             NGS
 KR0849
 KR0849                          STATION DESCRIPTION
 KR0849
 KR0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0849'0.8 MI S FROM WABUSKA.
 KR0849'0.8 MILES SOUTH ALONG U. S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 KR0849'COMPANY RAILROAD STATION AT WABUSKA, ABOUT 35 YARDS SOUTH OF AN EAST
 KR0849'TO WEST IRRIGATION CANAL, 0.2 MILES NORTH OF THE JUNCTION OF THE
 KR0849'HIGHWAY AND A DIRT ROAD LEADING EAST TO THE MASON VALLEY RANCH, 74
 KR0849'FEET EAST AND ACROSS THE HIGHWAY FROM POLE NO. 899, 36 FEET EAST OF
 KR0849'THE CENTER LINE OF HIGHWAY 95, 1.6 FEET WEST OF A WIRE FENCE, 2 FEET
 KR0849'NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 KR0849'PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0035 ***********************************************************************
 MV0035  DESIGNATION -  L 20
 MV0035  PID         -  MV0035
 MV0035  STATE/COUNTY-  NV/HUMBOLDT
 MV0035  USGS QUAD   -  WILDER CREEK RANCH (1990)
 MV0035
 MV0035                         *CURRENT SURVEY CONTROL
 MV0035  ___________________________________________________________________
 MV0035* NAD 83(1986)-  41 53 49.     (N)    118 37 02.     (W)     SCALED    
 MV0035* NAVD 88     -      1354.100  (meters)    4442.58   (feet)  POSTED    
 MV0035  ___________________________________________________________________
 MV0035  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 MV0035  DYNAMIC HT  -        1353.200 (meters)    4439.62  (feet)  COMP
 MV0035  MODELED GRAV-     979,909.0   (mgal)                       NAVD 88
 MV0035
 MV0035  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MV0035
 MV0035.The horizontal coordinates were scaled from a topographic map and have
 MV0035.an estimated accuracy of +/- 6 seconds.
 MV0035
 MV0035.The orthometric height was determined by differential leveling
 MV0035.and adjusted by the National Geodetic Survey in 1992..
 MV0035.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MV0035.rate of 1.1 thru 2.0 mm/km.
 MV0035
 MV0035.The geoid height was determined by GEOID03.
 MV0035
 MV0035.The dynamic height is computed by dividing the NAVD 88
 MV0035.geopotential number by the normal gravity value computed on the
 MV0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0035.degrees latitude (g = 980.6199 gals.).
 MV0035
 MV0035.The modeled gravity was interpolated from observed gravity values.
 MV0035
 MV0035;                    North         East    Units  Estimated Accuracy
 MV0035;SPC NV W     - 4,793,250.      797,190.      MT  (+/- 180 meters Scaled)
 MV0035
 MV0035                          SUPERSEDED SURVEY CONTROL
 MV0035
 MV0035  NGVD 29 (??/??/92) 1352.953  (m)         4438.81   (f) ADJ UNCH    1 2
 MV0035
 MV0035.Superseded values are not recommended for survey control.
 MV0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0035.See file dsdata.txt to determine how the superseded data were derived.
 MV0035
 MV0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG658395(NAD 83)
 MV0035_MARKER: DB = BENCH MARK DISK
 MV0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0035_STAMPING: 4438.836 L 20 1931
 MV0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0035+STABILITY: SURFACE MOTION
 MV0035
 MV0035  HISTORY     - Date     Condition        Report By
 MV0035  HISTORY     - 1931     MONUMENTED       CGS
 MV0035  HISTORY     - 1934     GOOD             NGS
 MV0035
 MV0035                          STATION DESCRIPTION
 MV0035
 MV0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MV0035'6.5 MI SE FROM DENIO, OR.
 MV0035'IN HUMBOLDT COUNTY, NEVADA, 6.5 MILES SOUTHEAST ALONG THE HIGHWAY FROM
 MV0035'DENIO, HARNEY COUNTY, OREGON, AND 51 FEET EAST OF THE CENTERLINE OF
 MV0035'THE HIGHWAY.  A STANDARD DISK, STAMPED 4438.836 L 20 1931 AND SET IN
 MV0035'THE TOP OF A CONCRETE POST.  NOTE-- 1200 FEET W OF CENTERLINE OF HWY,
 MV0035'288 FEET N OF DIM ROAD, 52 FEET E OF OLD HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0369 ***********************************************************************
 JR0369  DESIGNATION -  L 20
 JR0369  PID         -  JR0369
 JR0369  STATE/COUNTY-  NV/LYON
 JR0369  USGS QUAD   -  YERINGTON SE (1986)
 JR0369
 JR0369                         *CURRENT SURVEY CONTROL
 JR0369  ___________________________________________________________________
 JR0369* NAD 83(1986)-  38 50 44.     (N)    119 06 30.     (W)     SCALED    
 JR0369* NAVD 88     -      1393.06   (+/-2cm)    4570.4    (feet)  VERTCON   
 JR0369  ___________________________________________________________________
 JR0369  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 JR0369
 JR0369  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0369
 JR0369.The horizontal coordinates were scaled from a topographic map and have
 JR0369.an estimated accuracy of +/- 6 seconds.
 JR0369
 JR0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0369.The vertical order pertains to the NGVD 29 superseded value.
 JR0369
 JR0369.The geoid height was determined by GEOID03.
 JR0369
 JR0369;                    North         East    Units  Estimated Accuracy
 JR0369;SPC NV W     - 4,454,590.      754,430.      MT  (+/- 180 meters Scaled)
 JR0369
 JR0369                          SUPERSEDED SURVEY CONTROL
 JR0369
 JR0369  NGVD 29 (??/??/92) 1392.005  (m)         4566.94   (f) ADJ UNCH    2 0
 JR0369
 JR0369.Superseded values are not recommended for survey control.
 JR0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0369.See file dsdata.txt to determine how the superseded data were derived.
 JR0369
 JR0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD170017(NAD 83)
 JR0369_MARKER: DB = BENCH MARK DISK
 JR0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0369_STAMPING: 1 20 1
 JR0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0369+STABILITY: SURFACE MOTION
 JR0369
 JR0369  HISTORY     - Date     Condition        Report By
 JR0369  HISTORY     - UNK      MONUMENTED       NVGS
 JR0369  HISTORY     - 1951     GOOD             NGS
 JR0369
 JR0369                          STATION DESCRIPTION
 JR0369
 JR0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0369'12.2 MI S FROM YERINGTON.
 JR0369'0.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0369'YERINGTON, THENCE 10.0 MILES SOUTH ALONG STATE HIGHWAY 3, THENCE
 JR0369'2.0 MILES EAST ALONG A GRAVEL ROAD, ABOUT 200 YARDS EAST OF A
 JR0369'CATTLE GUARD, AT THE WEST END OF AND ON THE OUTSIDE OF A SHARP
 JR0369'CURVE, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 6.6 FEET
 JR0369'EAST OF A TELEPHONE POLE, ABOUT 2 FEET HIGHER THAN THE ROAD,
 JR0369'1.7 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 JR0369'CONCRETE POST PROJECTING 0.8 FEET ABOVE THE GROUND.  NOTE-- THE
 JR0369'MARK CAN BE MOVED BY KICKING THE POST IN WHICH IT IS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0367 ***********************************************************************
 JR0367  DESIGNATION -  L 20 A
 JR0367  PID         -  JR0367
 JR0367  STATE/COUNTY-  NV/LYON
 JR0367  USGS QUAD   -  YERINGTON SE (1986)
 JR0367
 JR0367                         *CURRENT SURVEY CONTROL
 JR0367  ___________________________________________________________________
 JR0367* NAD 83(1986)-  38 50 42.     (N)    119 06 49.     (W)     SCALED    
 JR0367* NAVD 88     -      1390.51   (+/-2cm)    4562.0    (feet)  VERTCON   
 JR0367  ___________________________________________________________________
 JR0367  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 JR0367
 JR0367  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0367
 JR0367.The horizontal coordinates were scaled from a topographic map and have
 JR0367.an estimated accuracy of +/- 6 seconds.
 JR0367
 JR0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0367.The vertical order pertains to the NGVD 29 superseded value.
 JR0367
 JR0367.The geoid height was determined by GEOID03.
 JR0367
 JR0367;                    North         East    Units  Estimated Accuracy
 JR0367;SPC NV W     - 4,454,530.      753,970.      MT  (+/- 180 meters Scaled)
 JR0367
 JR0367                          SUPERSEDED SURVEY CONTROL
 JR0367
 JR0367  NGVD 29 (??/??/92) 1389.446  (m)         4558.54   (f) ADJ UNCH    2 0
 JR0367
 JR0367.Superseded values are not recommended for survey control.
 JR0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0367.See file dsdata.txt to determine how the superseded data were derived.
 JR0367
 JR0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD165016(NAD 83)
 JR0367_MARKER: DB = BENCH MARK DISK
 JR0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0367_STAMPING: 1 20 2
 JR0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0367+STABILITY: SURFACE MOTION
 JR0367
 JR0367  HISTORY     - Date     Condition        Report By
 JR0367  HISTORY     - UNK      MONUMENTED       NVGS
 JR0367  HISTORY     - 1951     POOR             NGS
 JR0367
 JR0367                          STATION DESCRIPTION
 JR0367
 JR0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0367'11.9 MI S FROM YERINGTON.
 JR0367'0.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0367'YERINGTON, THENCE 10.0 MILES SOUTH ALONG STATE HIGHWAY 3, THENCE
 JR0367'1.7 MILES EAST ALONG A GRAVEL ROAD, ABOUT 200 YARDS WEST OF A
 JR0367'CATTLE GUARD, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JR0367'7 FEET EAST OF A TELEPHONE POLE, 25 FEET EAST OF A WITNESS
 JR0367'POST, ABOUT 2 1/2-FEET HIGHER THAN THE ROAD, AND SET IN THE TOP
 JR0367'OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND.
 JR0367'NOTE-- THE MARK APPEARS TO BE BROKEN OFF UNDER THE GROUNDS
 JR0367'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0796 ***********************************************************************
 KR0796  DESIGNATION -  L 200
 KR0796  PID         -  KR0796
 KR0796  STATE/COUNTY-  NV/LYON
 KR0796  USGS QUAD   -  MISFITS FLAT (1985)
 KR0796
 KR0796                         *CURRENT SURVEY CONTROL
 KR0796  ___________________________________________________________________
 KR0796* NAD 83(1986)-  39 20 14.     (N)    119 26 22.     (W)     SCALED    
 KR0796* NAVD 88     -      1314.56   (+/-2cm)    4312.9    (feet)  VERTCON   
 KR0796  ___________________________________________________________________
 KR0796  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 KR0796
 KR0796  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0796
 KR0796.The horizontal coordinates were scaled from a topographic map and have
 KR0796.an estimated accuracy of +/- 6 seconds.
 KR0796
 KR0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0796.The vertical order pertains to the NGVD 29 superseded value.
 KR0796
 KR0796.The geoid height was determined by GEOID03.
 KR0796
 KR0796;                    North         East    Units  Estimated Accuracy
 KR0796;SPC NV W     - 4,509,380.      726,200.      MT  (+/- 180 meters Scaled)
 KR0796
 KR0796                          SUPERSEDED SURVEY CONTROL
 KR0796
 KR0796  NGVD 29 (??/??/92) 1313.543  (m)         4309.52   (f) ADJ UNCH    2 0
 KR0796
 KR0796.Superseded values are not recommended for survey control.
 KR0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0796.See file dsdata.txt to determine how the superseded data were derived.
 KR0796
 KR0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD897570(NAD 83)
 KR0796_MARKER: DB = BENCH MARK DISK
 KR0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0796_STAMPING: L 200 1935
 KR0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0796+STABILITY: SURFACE MOTION
 KR0796
 KR0796  HISTORY     - Date     Condition        Report By
 KR0796  HISTORY     - 1935     MONUMENTED       CGS
 KR0796
 KR0796                          STATION DESCRIPTION
 KR0796
 KR0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0796'11.1 MI NE FROM DAYTON.
 KR0796'11.1 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 50.  80.7 FEET SOUTHEAST
 KR0796'OF SOUTH HEADWALL OF CONCRETE CULVERT, 49.1 FEET SOUTH OF CENTERLINE
 KR0796'OF U.S. HIGHWAY NO. 50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0578 ***********************************************************************
 JR0578  DESIGNATION -  L 201
 JR0578  PID         -  JR0578
 JR0578  STATE/COUNTY-  NV/DOUGLAS
 JR0578  USGS QUAD   -  TOPAZ LAKE (1988)
 JR0578
 JR0578                         *CURRENT SURVEY CONTROL
 JR0578  ___________________________________________________________________
 JR0578* NAD 83(1986)-  38 41 15.     (N)    119 32 52.     (W)     SCALED    
 JR0578* NAVD 88     -      1561.33   (+/-2cm)    5122.5    (feet)  VERTCON   
 JR0578  ___________________________________________________________________
 JR0578  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 JR0578
 JR0578  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0578
 JR0578.The horizontal coordinates were scaled from a topographic map and have
 JR0578.an estimated accuracy of +/- 6 seconds.
 JR0578
 JR0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0578.The vertical order pertains to the NGVD 29 superseded value.
 JR0578
 JR0578.The geoid height was determined by GEOID03.
 JR0578
 JR0578;                    North         East    Units  Estimated Accuracy
 JR0578;SPC NV W     - 4,437,350.      716,100.      MT  (+/- 180 meters Scaled)
 JR0578
 JR0578                          SUPERSEDED SURVEY CONTROL
 JR0578
 JR0578  NGVD 29 (??/??/92) 1560.117  (m)         5118.48   (f) ADJ UNCH    2 0
 JR0578
 JR0578.Superseded values are not recommended for survey control.
 JR0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0578.See file dsdata.txt to determine how the superseded data were derived.
 JR0578
 JR0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC784851(NAD 83)
 JR0578_MARKER: DB = BENCH MARK DISK
 JR0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0578_STAMPING: L 201 1935
 JR0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0578+STABILITY: SURFACE MOTION
 JR0578
 JR0578  HISTORY     - Date     Condition        Report By
 JR0578  HISTORY     - 1935     MONUMENTED       CGS
 JR0578  HISTORY     - 1956     MARK NOT FOUND   NGS
 JR0578
 JR0578                          STATION DESCRIPTION
 JR0578
 JR0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JR0578'4 MI S FROM HOLBROOK.
 JR0578'4.0 MILES SOUTH ALONG U.S. HIGHWAY 395 FROM HOLBROOK, DOUGLAS
 JR0578'COUNTY, ABOUT 200 YARDS NORTH OF THE NEVADA-CALIFORNIA STATE
 JR0578'LINE, AT THE WEST SIDE OF THE NORTH END OF TOPAZ LAKE, 49.2 FEET
 JR0578'NORTHWEST OF THE NORTHWEST CORNER OF CARSON TOPAZ LAKE LODGE,
 JR0578'AND 45.1 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 JR0578'DISK, STAMPED L 201 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0331 ***********************************************************************
 JR0331  DESIGNATION -  L 202
 JR0331  PID         -  JR0331
 JR0331  STATE/COUNTY-  NV/LYON
 JR0331  USGS QUAD   -  YERINGTON (1986)
 JR0331
 JR0331                         *CURRENT SURVEY CONTROL
 JR0331  ___________________________________________________________________
 JR0331* NAD 83(1986)-  38 55 56.     (N)    119 09 48.     (W)     SCALED    
 JR0331* NAVD 88     -      1348.15   (+/-2cm)    4423.1    (feet)  VERTCON   
 JR0331  ___________________________________________________________________
 JR0331  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 JR0331
 JR0331  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0331
 JR0331.The horizontal coordinates were scaled from a topographic map and have
 JR0331.an estimated accuracy of +/- 6 seconds.
 JR0331
 JR0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0331.The vertical order pertains to the NGVD 29 superseded value.
 JR0331
 JR0331.The geoid height was determined by GEOID03.
 JR0331
 JR0331;                    North         East    Units  Estimated Accuracy
 JR0331;SPC NV W     - 4,464,240.      749,710.      MT  (+/- 180 meters Scaled)
 JR0331
 JR0331                          SUPERSEDED SURVEY CONTROL
 JR0331
 JR0331  NGVD 29 (??/??/92) 1347.093  (m)         4419.59   (f) ADJ UNCH    2 0
 JR0331
 JR0331.Superseded values are not recommended for survey control.
 JR0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0331.See file dsdata.txt to determine how the superseded data were derived.
 JR0331
 JR0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD124114(NAD 83)
 JR0331_MARKER: DB = BENCH MARK DISK
 JR0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0331_STAMPING: L 202 1935
 JR0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0331+STABILITY: SURFACE MOTION
 JR0331
 JR0331  HISTORY     - Date     Condition        Report By
 JR0331  HISTORY     - 1935     MONUMENTED       CGS
 JR0331
 JR0331                          STATION DESCRIPTION
 JR0331
 JR0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0331'3.8 MI S FROM YERINGTON.
 JR0331'3.8 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 JR0331'YERINGTON, LYON COUNTY, AT A ROAD INTERSECTION, 39 FEET SOUTHWEST
 JR0331'OF THE CENTER OF THE INTERSECTION, 32 FEET WEST OF THE CENTERLINE
 JR0331'OF THE HIGHWAY, 4 FEET WEST OF THE CORNER OF A SECTIONLINE FENCE,
 JR0331'AND 3 FEET EAST OF POWER POLE 12376.  A STANDARD DISK, STAMPED
 JR0331'L 202 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1058 ***********************************************************************
 KR1058  DESIGNATION -  L 208
 KR1058  PID         -  KR1058
 KR1058  STATE/COUNTY-  NV/WASHOE
 KR1058  USGS QUAD   -  MARLETTE LAKE (1992)
 KR1058
 KR1058                         *CURRENT SURVEY CONTROL
 KR1058  ___________________________________________________________________
 KR1058* NAD 83(1986)-  39 09 06.     (N)    119 55 37.     (W)     SCALED    
 KR1058* NAVD 88     -      2028.57   (+/-2cm)    6655.4    (feet)  VERTCON   
 KR1058  ___________________________________________________________________
 KR1058  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KR1058
 KR1058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1058
 KR1058.The horizontal coordinates were scaled from a topographic map and have
 KR1058.an estimated accuracy of +/- 6 seconds.
 KR1058
 KR1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1058.The vertical order pertains to the NGVD 29 superseded value.
 KR1058
 KR1058.The geoid height was determined by GEOID03.
 KR1058
 KR1058;                    North         East    Units  Estimated Accuracy
 KR1058;SPC NV W     - 4,489,290.      683,870.      MT  (+/- 180 meters Scaled)
 KR1058
 KR1058                          SUPERSEDED SURVEY CONTROL
 KR1058
 KR1058  NGVD 29 (??/??/92) 2027.284  (m)         6651.18   (f) ADJ UNCH    2 0
 KR1058
 KR1058.Superseded values are not recommended for survey control.
 KR1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1058.See file dsdata.txt to determine how the superseded data were derived.
 KR1058
 KR1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD470376(NAD 83)
 KR1058_MARKER: DB = BENCH MARK DISK
 KR1058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1058_SP_SET: CULVERT
 KR1058_STAMPING: L 208 1935
 KR1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1058+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 KR1058
 KR1058  HISTORY     - Date     Condition        Report By
 KR1058  HISTORY     - 1935     MONUMENTED       CGS
 KR1058  HISTORY     - 1941     GOOD             NGS
 KR1058  HISTORY     - 20030908 GOOD             USPSQD
 KR1058
 KR1058                          STATION DESCRIPTION
 KR1058
 KR1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KR1058'17.6 MI SW FROM CARSON CITY.
 KR1058'IN WASHOE COUNTY, 17.6 MILES SOUTHWEST OF CARSON CITY, OMRSBY COUNTY.
 KR1058'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 3.4 MILES
 KR1058'SOUTH ALONG U.S. HIGHWAY 395, THENCE 10.1 MILES WEST ALONG U.S.
 KR1058'HIGHWAY 50, AND 4.1 MILES NORTH ALONG STATE HIGHWAY 28.  IT IS ON THE
 KR1058'ROUGH ROCKY SHORE OF LAKE TAHOE, ON A STEEP SOUTHWEST SLOPE COVERED
 KR1058'WITH LARGE BOULDERS, AT THE SOUTHEAST SIDE OF A DRY DRAW, DIRECTLY
 KR1058'ACROSS THE DRAW FROM A NEST OF EIGHT LARGE BOULDERS, AT THE NORTHWEST
 KR1058'END OF A BORROW PIT ON THE NORTHEAST SIDE OF THE HIGHWAY, 66 FEET
 KR1058'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 56 FEET NORTHEAST OF THE
 KR1058'CENTER OF THE NORTHEAST HEADWALL OF AN 18-INCH CONCRETE CULVERT, IN
 KR1058'THE TOP OF A PARTIALLY BURIED BOULDER, AND ABOUT 4 FEET ABOVE THE
 KR1058'PAVEMENT.  A STANDARD DISK, STAMPED L 208 1935.
 KR1058
 KR1058                          STATION RECOVERY (2003)
 KR1058
 KR1058'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1089 ***********************************************************************
 KR1089  DESIGNATION -  L 209
 KR1089  PID         -  KR1089
 KR1089  STATE/COUNTY-  NV/DOUGLAS
 KR1089  USGS QUAD   -  MC TARNAHAN HILL (1994)
 KR1089
 KR1089                         *CURRENT SURVEY CONTROL
 KR1089  ___________________________________________________________________
 KR1089* NAD 83(1986)-  39 02 17.     (N)    119 40 07.     (W)     SCALED    
 KR1089* NAVD 88     -      1615.41   (+/-2cm)    5299.9    (feet)  VERTCON   
 KR1089  ___________________________________________________________________
 KR1089  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 KR1089
 KR1089  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1089
 KR1089.The horizontal coordinates were scaled from a topographic map and have
 KR1089.an estimated accuracy of +/- 6 seconds.
 KR1089
 KR1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1089.The vertical order pertains to the NGVD 29 superseded value.
 KR1089
 KR1089.The geoid height was determined by GEOID03.
 KR1089
 KR1089;                    North         East    Units  Estimated Accuracy
 KR1089;SPC NV W     - 4,476,380.      706,050.      MT  (+/- 180 meters Scaled)
 KR1089
 KR1089                          SUPERSEDED SURVEY CONTROL
 KR1089
 KR1089  NGVD 29 (??/??/92) 1614.254  (m)         5296.10   (f) ADJ UNCH    2 0
 KR1089
 KR1089.Superseded values are not recommended for survey control.
 KR1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1089.See file dsdata.txt to determine how the superseded data were derived.
 KR1089
 KR1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD690243(NAD 83)
 KR1089_MARKER: DB = BENCH MARK DISK
 KR1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1089_STAMPING: L 209 1935
 KR1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1089+STABILITY: SURFACE MOTION
 KR1089
 KR1089  HISTORY     - Date     Condition        Report By
 KR1089  HISTORY     - 1935     MONUMENTED       CGS
 KR1089  HISTORY     - 1968     GOOD             USGS
 KR1089
 KR1089                          STATION DESCRIPTION
 KR1089
 KR1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR1089'7.8 MI E FROM STEWART.
 KR1089'IN DOUGLASS COUNTY, 7.8 MILES EAST ALONG THE WABUSKA ROAD FROM THE
 KR1089'POST OFFICE AT STEWART, ORMSBY COUNTY, AT THE CROSSING OF A CANYON
 KR1089'FROM THE WEST, AT A GROUP OF SMALL CEDAR TREES, 28 FEET NORTHWEST OF
 KR1089'THE CENTER OF FOUR CEDAR TREES GROWING TOGETHER, AND 13 FEET SOUTH OF
 KR1089'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED L 209 1935 AND
 KR1089'SET IN THE TOP OF A CONCRETE POST.
 KR1089
 KR1089                          STATION RECOVERY (1968)
 KR1089
 KR1089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0319 ***********************************************************************
 JR0319  DESIGNATION -  L 21 A
 JR0319  PID         -  JR0319
 JR0319  STATE/COUNTY-  NV/LYON
 JR0319  USGS QUAD   -  WILSON CANYON (1986)
 JR0319
 JR0319                         *CURRENT SURVEY CONTROL
 JR0319  ___________________________________________________________________
 JR0319* NAD 83(1986)-  38 50 16.     (N)    119 09 03.     (W)     SCALED    
 JR0319* NAVD 88     -      1386.88   (+/-2cm)    4550.1    (feet)  VERTCON   
 JR0319  ___________________________________________________________________
 JR0319  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 JR0319
 JR0319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0319
 JR0319.The horizontal coordinates were scaled from a topographic map and have
 JR0319.an estimated accuracy of +/- 6 seconds.
 JR0319
 JR0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0319.The vertical order pertains to the NGVD 29 superseded value.
 JR0319
 JR0319.The geoid height was determined by GEOID03.
 JR0319
 JR0319;                    North         East    Units  Estimated Accuracy
 JR0319;SPC NV W     - 4,453,740.      750,730.      MT  (+/- 180 meters Scaled)
 JR0319
 JR0319                          SUPERSEDED SURVEY CONTROL
 JR0319
 JR0319  NGVD 29 (??/??/92) 1385.804  (m)         4546.59   (f) ADJ UNCH    2 0
 JR0319
 JR0319.Superseded values are not recommended for survey control.
 JR0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0319.See file dsdata.txt to determine how the superseded data were derived.
 JR0319
 JR0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD133009(NAD 83)
 JR0319_MARKER: DD = SURVEY DISK
 JR0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0319_STAMPING: 1 21 2
 JR0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0319+STABILITY: SURFACE MOTION
 JR0319
 JR0319  HISTORY     - Date     Condition        Report By
 JR0319  HISTORY     - UNK      MONUMENTED       NVGS
 JR0319  HISTORY     - 1951     GOOD             NGS
 JR0319
 JR0319                          STATION DESCRIPTION
 JR0319
 JR0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0319'11 MI S FROM YERINGTON.
 JR0319'0.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0319'YERINGTON, THENCE 10.8 MILES SOUTH ALONG STATE HIGHWAY 3, 0.2
 JR0319'MILES WEST OF A SHARP CURVE IN THE HIGHWAY, AT THE NORTH EDGE
 JR0319'OF A LONG LINE OF COTTONWOOD TREES, 29 1/2 FEET SOUTH OF THE
 JR0319'CENTER LINE OF THE HIGHWAY, 8 FEET SOUTHEAST OF A TELEPHONE
 JR0319'POLE, 2 FEET EAST OF A WITNESS POST, 1.5 FEET NORTH OF A WIRE
 JR0319'FENCE, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN
 JR0319'THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0824 ***********************************************************************
 KR0824  DESIGNATION -  L 210
 KR0824  PID         -  KR0824
 KR0824  STATE/COUNTY-  NV/DOUGLAS
 KR0824  USGS QUAD   -  MOUNT COMO (1993)
 KR0824
 KR0824                         *CURRENT SURVEY CONTROL
 KR0824  ___________________________________________________________________
 KR0824* NAD 83(1986)-  39 03 20.     (N)    119 25 07.     (W)     SCALED    
 KR0824* NAVD 88     -      1652.38   (+/-2cm)    5421.2    (feet)  VERTCON   
 KR0824  ___________________________________________________________________
 KR0824  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 KR0824
 KR0824  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0824
 KR0824.The horizontal coordinates were scaled from a topographic map and have
 KR0824.an estimated accuracy of +/- 6 seconds.
 KR0824
 KR0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0824.The vertical order pertains to the NGVD 29 superseded value.
 KR0824
 KR0824.The geoid height was determined by GEOID03.
 KR0824
 KR0824;                    North         East    Units  Estimated Accuracy
 KR0824;SPC NV W     - 4,478,100.      727,710.      MT  (+/- 180 meters Scaled)
 KR0824
 KR0824                          SUPERSEDED SURVEY CONTROL
 KR0824
 KR0824  NGVD 29 (??/??/92) 1651.236  (m)         5417.43   (f) ADJ UNCH    2 0
 KR0824
 KR0824.Superseded values are not recommended for survey control.
 KR0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0824.See file dsdata.txt to determine how the superseded data were derived.
 KR0824
 KR0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD907257(NAD 83)
 KR0824_MARKER: DB = BENCH MARK DISK
 KR0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0824_STAMPING: L-210 1935
 KR0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0824+STABILITY: SURFACE MOTION
 KR0824
 KR0824  HISTORY     - Date     Condition        Report By
 KR0824  HISTORY     - 1935     MONUMENTED       CGS
 KR0824  HISTORY     - 1984     MARK NOT FOUND   USGS
 KR0824
 KR0824                          STATION DESCRIPTION
 KR0824
 KR0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0824'19.5 MI W FROM WABUSKA.
 KR0824'19.5 MILES WEST BY ROAD.  ALONG OLD COUNTY ROAD BETWEEN WABUSKA AND
 KR0824'CARSON CITY.  TO REACH FROM POST OFFICE GO ABOUT 4.5 MILES NORTHWEST
 KR0824'ALONG ROAD WHICH PARALLELS THE CARSON AND COLORADO RAILROAD TO A POINT
 KR0824'0.5 MILE NORTHWEST OF MILE POST 324.  THENCE, SOUTHWESTWARD 15.0 MILES
 KR0824'ALONG CHURCHILL CANYON ROAD.  MARK IS ON FLOOR OF CANYON AT POINT
 KR0824'WHERE ROAD FROM WABUSKA TURNS FROM SOUTH TO SOUTHWEST (RIGHT). MARK IS
 KR0824'IN THE ANGLE MADE BY THE INTERSECTION OF TWO ROADS, 87 FEET SOUTH OF
 KR0824'THE CENTER OF THE INTERSECTION, AND 14 FEET WEST OF THE CENTER LINE OF
 KR0824'THE MOST EASTERLY ROAD.  MARK IS IN THE TOP OF A 6 INCH VITRIFIED TILE
 KR0824'PIPE FILLED WITH CONCRETE.
 KR0824
 KR0824                          STATION RECOVERY (1984)
 KR0824
 KR0824'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0389 ***********************************************************************
 JR0389  DESIGNATION -  L 211
 JR0389  PID         -  JR0389
 JR0389  STATE/COUNTY-  NV/LYON
 JR0389  USGS QUAD   -  PINE NUT VALLEY (1986)
 JR0389
 JR0389                         *CURRENT SURVEY CONTROL
 JR0389  ___________________________________________________________________
 JR0389* NAD 83(1986)-  38 53 58.     (N)    119 24 39.     (W)     SCALED    
 JR0389* NAVD 88     -      1421.17   (+/-2cm)    4662.6    (feet)  VERTCON   
 JR0389  ___________________________________________________________________
 JR0389  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 JR0389
 JR0389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0389
 JR0389.The horizontal coordinates were scaled from a topographic map and have
 JR0389.an estimated accuracy of +/- 6 seconds.
 JR0389
 JR0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0389.The vertical order pertains to the NGVD 29 superseded value.
 JR0389
 JR0389.The geoid height was determined by GEOID03.
 JR0389
 JR0389;                    North         East    Units  Estimated Accuracy
 JR0389;SPC NV W     - 4,460,760.      728,220.      MT  (+/- 180 meters Scaled)
 JR0389
 JR0389                          SUPERSEDED SURVEY CONTROL
 JR0389
 JR0389  NGVD 29 (??/??/92) 1420.045  (m)         4658.93   (f) ADJ UNCH    2 0
 JR0389
 JR0389.Superseded values are not recommended for survey control.
 JR0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0389.See file dsdata.txt to determine how the superseded data were derived.
 JR0389
 JR0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD909083(NAD 83)
 JR0389_MARKER: DB = BENCH MARK DISK
 JR0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0389_STAMPING: L 211 1935
 JR0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0389+STABILITY: SURFACE MOTION
 JR0389
 JR0389  HISTORY     - Date     Condition        Report By
 JR0389  HISTORY     - 1935     MONUMENTED       CGS
 JR0389  HISTORY     - 1970     GOOD             NGS
 JR0389
 JR0389                          STATION DESCRIPTION
 JR0389
 JR0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0389'12.2 MI N FROM WELLINGTON.
 JR0389'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 JR0389'WELLINGTON, LYON COUNTY, THENCE 11.2 MILES NORTH ALONG A GRAVEL
 JR0389'ROAD LEADING TO ARTESIA, AT SIMPSON, AT THE TOP OF THE FIRST
 JR0389'HILL NORTH OF HOT SPRINGS HOTEL, 0.1 MILE NORTH OF THE HOTEL,
 JR0389'30 FEET EAST OF THE MAIN ENTRANCE TO THE SWIMMING POOL, 54 FEET
 JR0389'WEST OF THE CENTERLINE OF THE ROAD, AND 6 FEET NORTH OF A SMALL
 JR0389'FOOTBRIDGE TO THE POOL.  A STANDARD DISK, STAMPED L 211 1935
 JR0389'AND SET IN THE TOP OF A CONCRETE POST.
 JR0389
 JR0389                          STATION RECOVERY (1970)
 JR0389
 JR0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JR0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0144 ***********************************************************************
 JR0144  DESIGNATION -  L 212
 JR0144  PID         -  JR0144
 JR0144  STATE/COUNTY-  NV/LYON
 JR0144  USGS QUAD   -  MITCHELL SPRING (1989)
 JR0144
 JR0144                         *CURRENT SURVEY CONTROL
 JR0144  ___________________________________________________________________
 JR0144* NAD 83(1986)-  38 33 33.     (N)    118 57 56.     (W)     SCALED    
 JR0144* NAVD 88     -      1552.06   (+/-2cm)    5092.1    (feet)  VERTCON   
 JR0144  ___________________________________________________________________
 JR0144  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 JR0144
 JR0144  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0144
 JR0144.The horizontal coordinates were scaled from a topographic map and have
 JR0144.an estimated accuracy of +/- 6 seconds.
 JR0144
 JR0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0144.The vertical order pertains to the NGVD 29 superseded value.
 JR0144
 JR0144.The geoid height was determined by GEOID03.
 JR0144
 JR0144;                    North         East    Units  Estimated Accuracy
 JR0144;SPC NV W     - 4,422,740.      766,690.      MT  (+/- 180 meters Scaled)
 JR0144
 JR0144                          SUPERSEDED SURVEY CONTROL
 JR0144
 JR0144  NGVD 29 (??/??/92) 1550.866  (m)         5088.13   (f) ADJ UNCH    2 0
 JR0144
 JR0144.Superseded values are not recommended for survey control.
 JR0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0144.See file dsdata.txt to determine how the superseded data were derived.
 JR0144
 JR0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC287696(NAD 83)
 JR0144_MARKER: DB = BENCH MARK DISK
 JR0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0144_STAMPING: L 212 1935
 JR0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0144+STABILITY: SURFACE MOTION
 JR0144
 JR0144  HISTORY     - Date     Condition        Report By
 JR0144  HISTORY     - 1935     MONUMENTED       CGS
 JR0144  HISTORY     - 1940     GOOD             NGS
 JR0144
 JR0144                          STATION DESCRIPTION
 JR0144
 JR0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0144'1 MI SE FROM WICHMAN.
 JR0144'1.0 MILES NORTH OF MORGAN RANCH, 0.5 MILE SOUTHWEST OF EAST
 JR0144'WALKER RIVER, IN GROUP OF THREE COTTONWOOD TREES WHICH AREA IN
 JR0144'LINE EAST AND WEST AND ABOUT 8 FEET APART, AT CURVE IN ROAD.  3.0
 JR0144'FEET NORTH OF NORTH EDGE OF ROAD, AND 0.2 FEET NORTH OF FENCE
 JR0144'RUNNING EAST AND WEST.  STANDARD TABLET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0132 ***********************************************************************
 JR0132  DESIGNATION -  L 213
 JR0132  PID         -  JR0132
 JR0132  STATE/COUNTY-  NV/MINERAL
 JR0132  USGS QUAD   -  COPPER CANYON (1988)
 JR0132
 JR0132                         *CURRENT SURVEY CONTROL
 JR0132  ___________________________________________________________________
 JR0132* NAD 83(1986)-  38 44 07.     (N)    118 50 17.     (W)     SCALED    
 JR0132* NAVD 88     -      2240.27   (+/-2cm)    7350.0    (feet)  VERTCON   
 JR0132  ___________________________________________________________________
 JR0132  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 JR0132
 JR0132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0132
 JR0132.The horizontal coordinates were scaled from a topographic map and have
 JR0132.an estimated accuracy of +/- 6 seconds.
 JR0132
 JR0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0132.The vertical order pertains to the NGVD 29 superseded value.
 JR0132
 JR0132.The geoid height was determined by GEOID03.
 JR0132
 JR0132;                    North         East    Units  Estimated Accuracy
 JR0132;SPC NV W     - 4,442,250.      777,860.      MT  (+/- 180 meters Scaled)
 JR0132
 JR0132                          SUPERSEDED SURVEY CONTROL
 JR0132
 JR0132  NGVD 29 (??/??/92) 2239.041  (m)         7345.92   (f) ADJ UNCH    2 0
 JR0132
 JR0132.Superseded values are not recommended for survey control.
 JR0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0132.See file dsdata.txt to determine how the superseded data were derived.
 JR0132
 JR0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC402890(NAD 83)
 JR0132_MARKER: DB = BENCH MARK DISK
 JR0132_SETTING: 80 = SET IN A BOULDER
 JR0132_SP_SET: BOULDER
 JR0132_STAMPING: L-213 1935
 JR0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0132+STABILITY: SURFACE MOTION
 JR0132
 JR0132  HISTORY     - Date     Condition        Report By
 JR0132  HISTORY     - 1935     MONUMENTED       CGS
 JR0132  HISTORY     - 19840508 GOOD             USGS
 JR0132
 JR0132                          STATION DESCRIPTION
 JR0132
 JR0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0132'21.4 MI SW FROM SCHURZ.
 JR0132'21.4 MILES SOUTHWEST BY ROAD AND TRAIL.  ALONG OLD PACK TRAIL
 JR0132'BETWEEN WALKER LAKE AND WALKER RIVER.  TO REACH FROM POST
 JR0132'OFFICE GO 16.0 MILES SOUTHWEST ALONG STATE HIGHWAYS 1A AND 3
 JR0132'TO COPPER CANYON, THENCE, TURN RIGHT AND GO 5.4 MILES WEST
 JR0132'UP CANYON.  MARK IS ON A VERY STEEP NORTHEASTERLY SLOPE, 0.5
 JR0132'MILE SOUTHEAST OF THE SUMMIT OF MOUNTAIN, 8.0 FEET WEST OF THE
 JR0132'CENTER LINE OF PACK TRAIL, AND IN THE TOP OF A 1500 POUND BOULDER
 JR0132'WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND.
 JR0132
 JR0132                          STATION RECOVERY (1984)
 JR0132
 JR0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RBR)
 JR0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0280 ***********************************************************************
 KR0280  DESIGNATION -  L 214 RESET
 KR0280  PID         -  KR0280
 KR0280  STATE/COUNTY-  NV/MINERAL
 KR0280  USGS QUAD   -  WEBER DAM (1987)
 KR0280
 KR0280                         *CURRENT SURVEY CONTROL
 KR0280  ___________________________________________________________________
 KR0280* NAD 83(1986)-  39 01 21.     (N)    118 48 01.     (W)     SCALED    
 KR0280* NAVD 88     -      1347.88   (+/-2cm)    4422.2    (feet)  VERTCON   
 KR0280  ___________________________________________________________________
 KR0280  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 KR0280
 KR0280  VERT ORDER  -  THIRD (See Below)
 KR0280
 KR0280.The horizontal coordinates were scaled from a topographic map and have
 KR0280.an estimated accuracy of +/- 6 seconds.
 KR0280
 KR0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0280.The vertical order pertains to the NGVD 29 superseded value.
 KR0280
 KR0280.The geoid height was determined by GEOID03.
 KR0280
 KR0280;                    North         East    Units  Estimated Accuracy
 KR0280;SPC NV W     - 4,474,120.      781,220.      MT  (+/- 180 meters Scaled)
 KR0280
 KR0280                          SUPERSEDED SURVEY CONTROL
 KR0280
 KR0280  NGVD 29 (07/31/00) 1346.83   (m)         4418.7    (f) RESET       3  
 KR0280
 KR0280.Superseded values are not recommended for survey control.
 KR0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0280.See file dsdata.txt to determine how the superseded data were derived.
 KR0280
 KR0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD441208(NAD 83)
 KR0280_MARKER: DD = SURVEY DISK
 KR0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0280_STAMPING: L 214 RESET 1962
 KR0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0280+STABILITY: SURFACE MOTION
 KR0280
 KR0280  HISTORY     - Date     Condition        Report By
 KR0280  HISTORY     - 1962     MONUMENTED       NVDH
 KR0280  HISTORY     - 1964     GOOD             NGS
 KR0280  HISTORY     - 1966     MARK NOT FOUND   NGS
 KR0280
 KR0280                          STATION DESCRIPTION
 KR0280
 KR0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KR0280'5.1 MI N FROM SCHURZ.
 KR0280'ABOUT 5.1 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE CROSSING OF THE
 KR0280'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ.  67.0 FEET WEST OF THE
 KR0280'CENTERLINE OF THE HIGHWAY ENGINEERS STATION B 325+75, 3 FEET EAST OF A
 KR0280'WITNESS POST ABOUT 3 FEET HIGH AND SET IN THE TOP OF A CONCRETE POST
 KR0280'LEVEL WITH THE GROUND.
 KR0280
 KR0280                          STATION RECOVERY (1966)
 KR0280
 KR0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KR0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0374 ***********************************************************************
 JR0374  DESIGNATION -  L 217
 JR0374  PID         -  JR0374
 JR0374  STATE/COUNTY-  NV/LYON
 JR0374  USGS QUAD   -  YERINGTON SE (1986)
 JR0374
 JR0374                         *CURRENT SURVEY CONTROL
 JR0374  ___________________________________________________________________
 JR0374* NAD 83(1986)-  38 48 48.     (N)    119 02 50.     (W)     SCALED    
 JR0374* NAVD 88     -      1404.90   (+/-2cm)    4609.2    (feet)  VERTCON   
 JR0374  ___________________________________________________________________
 JR0374  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 JR0374
 JR0374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0374
 JR0374.The horizontal coordinates were scaled from a topographic map and have
 JR0374.an estimated accuracy of +/- 6 seconds.
 JR0374
 JR0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0374.The vertical order pertains to the NGVD 29 superseded value.
 JR0374
 JR0374.The geoid height was determined by GEOID03.
 JR0374
 JR0374;                    North         East    Units  Estimated Accuracy
 JR0374;SPC NV W     - 4,450,980.      759,710.      MT  (+/- 180 meters Scaled)
 JR0374
 JR0374                          SUPERSEDED SURVEY CONTROL
 JR0374
 JR0374  NGVD 29 (??/??/92) 1403.813  (m)         4605.68   (f) ADJ UNCH    2 0
 JR0374
 JR0374.Superseded values are not recommended for survey control.
 JR0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0374.See file dsdata.txt to determine how the superseded data were derived.
 JR0374
 JR0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC222980(NAD 83)
 JR0374_MARKER: DB = BENCH MARK DISK
 JR0374_SETTING: 66 = SET IN ROCK OUTCROP
 JR0374_SP_SET: ROCK OUTCROP
 JR0374_STAMPING: L 217 1935
 JR0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0374+STABILITY: POSITION/ELEVATION WELL
 JR0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JR0374+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2001
 JR0374
 JR0374  HISTORY     - Date     Condition        Report By
 JR0374  HISTORY     - 1935     MONUMENTED       CGS
 JR0374  HISTORY     - 1949     GOOD             NGS
 JR0374  HISTORY     - 20010112 GOOD             NVGS
 JR0374
 JR0374                          STATION DESCRIPTION
 JR0374
 JR0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JR0374'18.2 MI SE FROM YERINGTON.
 JR0374'11.0 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 JR0374'AT YERINGTON, LYON COUNTY, THENCE 3.8 MILES EAST ALONG A GRADED
 JR0374'ROAD LEADING TO A ROAD JUNCTION 0.1 MILE EAST OF A BRIDGE
 JR0374'OVER EAST WALKER RIVER, AND THENCE 3.4 MILES SOUTHEAST ALONG
 JR0374'THE EAST WALKER ROAD, ON THE SOUTH SLOPE OF A BARREN ROCKY HILL
 JR0374'EXTENDING NEARLY TO THE RIVER, ABOUT 200 FEET NORTHEAST OF THE
 JR0374'RIVER, 63 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND IN
 JR0374'THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED L 217 1935.
 JR0374
 JR0374                          STATION RECOVERY (2001)
 JR0374
 JR0374'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 JR0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0361 ***********************************************************************
 JR0361  DESIGNATION -  L 22
 JR0361  PID         -  JR0361
 JR0361  STATE/COUNTY-  NV/LYON
 JR0361  USGS QUAD   -  YERINGTON (1986)
 JR0361
 JR0361                         *CURRENT SURVEY CONTROL
 JR0361  ___________________________________________________________________
 JR0361* NAD 83(1986)-  38 53 21.     (N)    119 11 08.     (W)     SCALED    
 JR0361* NAVD 88     -      1354.47   (+/-2cm)    4443.8    (feet)  VERTCON   
 JR0361  ___________________________________________________________________
 JR0361  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 JR0361
 JR0361  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0361
 JR0361.The horizontal coordinates were scaled from a topographic map and have
 JR0361.an estimated accuracy of +/- 6 seconds.
 JR0361
 JR0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0361.The vertical order pertains to the NGVD 29 superseded value.
 JR0361
 JR0361.The geoid height was determined by GEOID03.
 JR0361
 JR0361;                    North         East    Units  Estimated Accuracy
 JR0361;SPC NV W     - 4,459,470.      747,760.      MT  (+/- 180 meters Scaled)
 JR0361
 JR0361                          SUPERSEDED SURVEY CONTROL
 JR0361
 JR0361  NGVD 29 (??/??/92) 1353.387  (m)         4440.24   (f) ADJ UNCH    2 0
 JR0361
 JR0361.Superseded values are not recommended for survey control.
 JR0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0361.See file dsdata.txt to determine how the superseded data were derived.
 JR0361
 JR0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD104067(NAD 83)
 JR0361_MARKER: DD = SURVEY DISK
 JR0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0361_STAMPING: 1 22 1
 JR0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0361+STABILITY: SURFACE MOTION
 JR0361
 JR0361  HISTORY     - Date     Condition        Report By
 JR0361  HISTORY     - UNK      MONUMENTED       NVGS
 JR0361  HISTORY     - 1951     GOOD             NGS
 JR0361
 JR0361                          STATION DESCRIPTION
 JR0361
 JR0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0361'4.3 MI S FROM MASON.
 JR0361'4.3 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 JR0361'MASON, 0.1 MILES SOUTHEAST OF NORDYKE, 185 FEET EAST OF A T
 JR0361'JUNCTION OF A GRAVEL ROAD LEADING EAST, AT THE SOUTH EDGE OF A
 JR0361'PIGPEN, 142 FEET WEST OF THE CENTER OF A 28-INCH CORRUGATED
 JR0361'METAL PIPE CULVERT, 28.5 FEET WEST OF POWER LINE POLE NO. 48397,
 JR0361'25 FEET NORTH OF A GRAVEL ROAD LEADING EAST, 1 FOOT SOUTH OF A
 JR0361'WIRE FENCE, 2 FEET EAST OF A WITNESS POST, AND SET IN THE
 JR0361'TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1202 ***********************************************************************
 KR1202  DESIGNATION -  L 22
 KR1202  PID         -  KR1202
 KR1202  STATE/COUNTY-  NV/WASHOE
 KR1202  USGS QUAD   -  RENO (1982)
 KR1202
 KR1202                         *CURRENT SURVEY CONTROL
 KR1202  ___________________________________________________________________
 KR1202* NAD 83(1986)-  39 34 58.     (N)    119 49 47.     (W)     SCALED    
 KR1202* NAVD 88     -      1531.320  (meters)    5024.01   (feet)  ADJUSTED  
 KR1202  ___________________________________________________________________
 KR1202  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 KR1202  DYNAMIC HT  -        1529.916 (meters)    5019.40  (feet)  COMP
 KR1202  MODELED GRAV-     979,656.1   (mgal)                       NAVD 88
 KR1202
 KR1202  VERT ORDER  -  SECOND    CLASS 0
 KR1202
 KR1202.The horizontal coordinates were scaled from a topographic map and have
 KR1202.an estimated accuracy of +/- 6 seconds.
 KR1202
 KR1202.The orthometric height was determined by differential leveling
 KR1202.and adjusted by the National Geodetic Survey in June 1991..
 KR1202
 KR1202.The geoid height was determined by GEOID03.
 KR1202
 KR1202.The dynamic height is computed by dividing the NAVD 88
 KR1202.geopotential number by the normal gravity value computed on the
 KR1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1202.degrees latitude (g = 980.6199 gals.).
 KR1202
 KR1202.The modeled gravity was interpolated from observed gravity values.
 KR1202
 KR1202;                    North         East    Units  Estimated Accuracy
 KR1202;SPC NV W     - 4,537,040.      692,930.      MT  (+/- 180 meters Scaled)
 KR1202
 KR1202                          SUPERSEDED SURVEY CONTROL
 KR1202
 KR1202  NGVD 29 (??/??/92) 1530.177  (m)         5020.26   (f) ADJ UNCH    2 0
 KR1202
 KR1202.Superseded values are not recommended for survey control.
 KR1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1202.See file dsdata.txt to determine how the superseded data were derived.
 KR1202
 KR1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD569852(NAD 83)
 KR1202_MARKER: DB = BENCH MARK DISK
 KR1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1202+STABILITY: SURFACE MOTION
 KR1202
 KR1202  HISTORY     - Date     Condition        Report By
 KR1202  HISTORY     - UNK      MONUMENTED       CGS
 KR1202  HISTORY     - 1932     GOOD             NGS
 KR1202  HISTORY     - 1941     GOOD             NGS
 KR1202  HISTORY     - 1984     MARK NOT FOUND   USGS
 KR1202  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1202
 KR1202                          STATION DESCRIPTION
 KR1202
 KR1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KR1202'6.7 MI NW FROM RENO.
 KR1202'75 FT. NORTH OF WESTERN PACIFIC R.R. TRACK.  60 FT WEST OF MILE POST
 KR1202'26 AT EAST END OF CURVE AROUND HILL.
 KR1202
 KR1202                          STATION RECOVERY (1941)
 KR1202
 KR1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KR1202'RECOVERED IN GOOD CONDITION.
 KR1202
 KR1202                          STATION RECOVERY (1984)
 KR1202
 KR1202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR1202'MARK NOT FOUND.
 KR1202
 KR1202                          STATION RECOVERY (2003)
 KR1202
 KR1202'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0310 ***********************************************************************
 JQ0310  DESIGNATION -  L 23
 JQ0310  PID         -  JQ0310
 JQ0310  STATE/COUNTY-  NV/MINERAL
 JQ0310  USGS QUAD   -  BETTLES WELL (1980)
 JQ0310
 JQ0310                         *CURRENT SURVEY CONTROL
 JQ0310  ___________________________________________________________________
 JQ0310* NAD 83(1986)-  38 26 45.     (N)    118 00 00.     (W)     SCALED    
 JQ0310* NAVD 88     -      1714.625  (meters)    5625.40   (feet)  ADJUSTED  
 JQ0310  ___________________________________________________________________
 JQ0310  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 JQ0310  DYNAMIC HT  -        1712.795 (meters)    5619.39  (feet)  COMP
 JQ0310  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 JQ0310
 JQ0310  VERT ORDER  -  FIRST     CLASS II
 JQ0310
 JQ0310.The horizontal coordinates were scaled from a topographic map and have
 JQ0310.an estimated accuracy of +/- 6 seconds.
 JQ0310
 JQ0310.The orthometric height was determined by differential leveling
 JQ0310.and adjusted by the National Geodetic Survey in June 1991..
 JQ0310
 JQ0310.The geoid height was determined by GEOID03.
 JQ0310
 JQ0310.The dynamic height is computed by dividing the NAVD 88
 JQ0310.geopotential number by the normal gravity value computed on the
 JQ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0310.degrees latitude (g = 980.6199 gals.).
 JQ0310
 JQ0310.The modeled gravity was interpolated from observed gravity values.
 JQ0310
 JQ0310;                    North         East    Units  Estimated Accuracy
 JQ0310;SPC NV W     - 4,410,250.      850,920.      MT  (+/- 180 meters Scaled)
 JQ0310
 JQ0310                          SUPERSEDED SURVEY CONTROL
 JQ0310
 JQ0310  NGVD 29 (??/??/92) 1713.427  (m)         5621.47   (f) ADJ UNCH    1 2
 JQ0310
 JQ0310.Superseded values are not recommended for survey control.
 JQ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0310.See file dsdata.txt to determine how the superseded data were derived.
 JQ0310
 JQ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC127557(NAD 83)
 JQ0310_MARKER: DB = BENCH MARK DISK
 JQ0310_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0310_SP_SET: ROCK
 JQ0310_STAMPING: 5621.432 L 23 1933
 JQ0310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0310+STABILITY: POSITION/ELEVATION WELL
 JQ0310
 JQ0310  HISTORY     - Date     Condition        Report By
 JQ0310  HISTORY     - 1933     MONUMENTED       CGS
 JQ0310  HISTORY     - 1934     GOOD             NGS
 JQ0310  HISTORY     - 1984     GOOD             NGS
 JQ0310
 JQ0310                          STATION DESCRIPTION
 JQ0310
 JQ0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0310'7.9 MI NE FROM MINA.
 JQ0310'7.9 MILES NORTHEAST ALONG THE ROAD TO BATTLES WELL FROM THE SOUTHERN
 JQ0310'PACIFIC CO. RAILROAD STATION AT MINA, MINERAL COUNTY, 120 FEET
 JQ0310'NORTHWEST OF A SMALL HILL ON THE SIDE OF THE ROAD, 77 FEET NORTH OF
 JQ0310'THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A FLAT BLACK ROCK.  A
 JQ0310'STANDARD DISK, STAMPED 5621.432 L 23 1933.
 JQ0310
 JQ0310                          STATION RECOVERY (1984)
 JQ0310
 JQ0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0359 ***********************************************************************
 JR0359  DESIGNATION -  L 23 A
 JR0359  PID         -  JR0359
 JR0359  STATE/COUNTY-  NV/LYON
 JR0359  USGS QUAD   -  YERINGTON (1986)
 JR0359
 JR0359                         *CURRENT SURVEY CONTROL
 JR0359  ___________________________________________________________________
 JR0359* NAD 83(1986)-  38 55 15.     (N)    119 11 36.     (W)     SCALED    
 JR0359* NAVD 88     -      1353.48   (+/-2cm)    4440.5    (feet)  VERTCON   
 JR0359  ___________________________________________________________________
 JR0359  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 JR0359
 JR0359  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0359
 JR0359.The horizontal coordinates were scaled from a topographic map and have
 JR0359.an estimated accuracy of +/- 6 seconds.
 JR0359
 JR0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0359.The vertical order pertains to the NGVD 29 superseded value.
 JR0359
 JR0359.The geoid height was determined by GEOID03.
 JR0359
 JR0359;                    North         East    Units  Estimated Accuracy
 JR0359;SPC NV W     - 4,462,990.      747,100.      MT  (+/- 180 meters Scaled)
 JR0359
 JR0359                          SUPERSEDED SURVEY CONTROL
 JR0359
 JR0359  NGVD 29 (??/??/92) 1352.406  (m)         4437.02   (f) ADJ UNCH    2 0
 JR0359
 JR0359.Superseded values are not recommended for survey control.
 JR0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0359.See file dsdata.txt to determine how the superseded data were derived.
 JR0359
 JR0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD098102(NAD 83)
 JR0359_MARKER: DD = SURVEY DISK
 JR0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0359_STAMPING: 1-2 3-2
 JR0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0359+STABILITY: SURFACE MOTION
 JR0359
 JR0359  HISTORY     - Date     Condition        Report By
 JR0359  HISTORY     - UNK      MONUMENTED       NVGS
 JR0359  HISTORY     - 1951     GOOD             NGS
 JR0359  HISTORY     - 1970     GOOD             NGS
 JR0359
 JR0359                          STATION DESCRIPTION
 JR0359
 JR0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0359'2.1 MI S FROM MASON.
 JR0359'2.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 JR0359'MASON, 0.35 MILES NORTH OF A SMALL FRAME HOUSE, 0.15 MILES
 JR0359'NORTH OF A T JUNCTION OF A DIRT ROAD LEADING EAST, 25 FEET
 JR0359'NORTH OF A TELEPHONE POLE, 23 FEET EAST OF THE CENTER LINE
 JR0359'OF THE HIGHWAY, 2 FEET SOUTH OF A WITNESS POST, AND SET IN
 JR0359'THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
 JR0359
 JR0359                          STATION RECOVERY (1970)
 JR0359
 JR0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JR0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0327 ***********************************************************************
 JQ0327  DESIGNATION -  L 25
 JQ0327  PID         -  JQ0327
 JQ0327  STATE/COUNTY-  NV/MINERAL
 JQ0327  USGS QUAD   -  DICALITE SUMMIT (1980)
 JQ0327
 JQ0327                         *CURRENT SURVEY CONTROL
 JQ0327  ___________________________________________________________________
 JQ0327* NAD 83(1986)-  38 29 09.     (N)    117 51 08.     (W)     SCALED    
 JQ0327* NAVD 88     -      1923.682  (meters)    6311.28   (feet)  ADJUSTED  
 JQ0327  ___________________________________________________________________
 JQ0327  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 JQ0327  DYNAMIC HT  -        1921.561 (meters)    6304.32  (feet)  COMP
 JQ0327  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 JQ0327
 JQ0327  VERT ORDER  -  FIRST     CLASS II
 JQ0327
 JQ0327.The horizontal coordinates were scaled from a topographic map and have
 JQ0327.an estimated accuracy of +/- 6 seconds.
 JQ0327
 JQ0327.The orthometric height was determined by differential leveling
 JQ0327.and adjusted by the National Geodetic Survey in June 1991..
 JQ0327
 JQ0327.The geoid height was determined by GEOID03.
 JQ0327
 JQ0327.The dynamic height is computed by dividing the NAVD 88
 JQ0327.geopotential number by the normal gravity value computed on the
 JQ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0327.degrees latitude (g = 980.6199 gals.).
 JQ0327
 JQ0327.The modeled gravity was interpolated from observed gravity values.
 JQ0327
 JQ0327;                    North         East    Units  Estimated Accuracy
 JQ0327;SPC NV W     - 4,414,780.      863,780.      MT  (+/- 180 meters Scaled)
 JQ0327
 JQ0327                          SUPERSEDED SURVEY CONTROL
 JQ0327
 JQ0327  NGVD 29 (??/??/92) 1922.414  (m)         6307.12   (f) ADJ UNCH    1 2
 JQ0327
 JQ0327.Superseded values are not recommended for survey control.
 JQ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0327.See file dsdata.txt to determine how the superseded data were derived.
 JQ0327
 JQ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC256600(NAD 83)
 JQ0327_MARKER: DB = BENCH MARK DISK
 JQ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0327_STAMPING: 6307.094 L 25 1933
 JQ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0327+STABILITY: SURFACE MOTION
 JQ0327
 JQ0327  HISTORY     - Date     Condition        Report By
 JQ0327  HISTORY     - 1933     MONUMENTED       CGS
 JQ0327  HISTORY     - 1934     GOOD             NGS
 JQ0327
 JQ0327                          STATION DESCRIPTION
 JQ0327
 JQ0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0327'17.5 MI NE FROM MINA.
 JQ0327'17.5 MILES NORTHEAST ALONG THE ROAD TO CLOVERDALE RANCH FROM MINA,
 JQ0327'MINERAL COUNTY, AND 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A
 JQ0327'STANDARD DISK, STAMPED 6307.094 L 25 1933 AND SET IN THE TOP OF A
 JQ0327'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0108 ***********************************************************************
 JQ0108  DESIGNATION -  L 26
 JQ0108  PID         -  JQ0108
 JQ0108  STATE/COUNTY-  NV/NYE
 JQ0108  USGS QUAD   -  CORRAL WASH (1979)
 JQ0108
 JQ0108                         *CURRENT SURVEY CONTROL
 JQ0108  ___________________________________________________________________
 JQ0108* NAD 83(1986)-  38 59 19.     (N)    117 28 36.     (W)     SCALED    
 JQ0108* NAVD 88     -      2033.569  (meters)    6671.80   (feet)  ADJUSTED  
 JQ0108  ___________________________________________________________________
 JQ0108  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 JQ0108  DYNAMIC HT  -        2031.325 (meters)    6664.44  (feet)  COMP
 JQ0108  MODELED GRAV-     979,451.7   (mgal)                       NAVD 88
 JQ0108
 JQ0108  VERT ORDER  -  FIRST     CLASS II
 JQ0108
 JQ0108.The horizontal coordinates were scaled from a topographic map and have
 JQ0108.an estimated accuracy of +/- 6 seconds.
 JQ0108
 JQ0108.The orthometric height was determined by differential leveling
 JQ0108.and adjusted by the National Geodetic Survey in June 1991..
 JQ0108
 JQ0108.The geoid height was determined by GEOID03.
 JQ0108
 JQ0108.The dynamic height is computed by dividing the NAVD 88
 JQ0108.geopotential number by the normal gravity value computed on the
 JQ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0108.degrees latitude (g = 980.6199 gals.).
 JQ0108
 JQ0108.The modeled gravity was interpolated from observed gravity values.
 JQ0108
 JQ0108;                    North         East    Units  Estimated Accuracy
 JQ0108;SPC NV C     - 6,470,650.      429,830.      MT  (+/- 180 meters Scaled)
 JQ0108
 JQ0108                          SUPERSEDED SURVEY CONTROL
 JQ0108
 JQ0108  NGVD 29 (??/??/92) 2032.17   (m)         6667.2    (f) COMPUTED    1 2
 JQ0108
 JQ0108.Superseded values are not recommended for survey control.
 JQ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0108.See file dsdata.txt to determine how the superseded data were derived.
 JQ0108
 JQ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD587156(NAD 83)
 JQ0108_MARKER: DB = BENCH MARK DISK
 JQ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0108_STAMPING: 6667.152 L 26 1933
 JQ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0108+STABILITY: SURFACE MOTION
 JQ0108
 JQ0108  HISTORY     - Date     Condition        Report By
 JQ0108  HISTORY     - 1933     MONUMENTED       CGS
 JQ0108  HISTORY     - 1934     GOOD             NGS
 JQ0108
 JQ0108                          STATION DESCRIPTION
 JQ0108
 JQ0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0108'7.2 MI NE FROM IONE.
 JQ0108'7.2 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM IONE, NYE COUNTY, 0.3
 JQ0108'MILE SOUTHWEST OF A ROAD JUNCTION, AND 26 FEET SOUTH OF THE CENTERLINE
 JQ0108'OF THE HIGHWAY.  A STANDARD DISK, STAMPED 6667.152 L 26 1933 AND SET
 JQ0108'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0418 ***********************************************************************
 LR0418  DESIGNATION -  L 28
 LR0418  PID         -  LR0418
 LR0418  STATE/COUNTY-  NV/LANDER
 LR0418  USGS QUAD   -  REDROCK SPRING (1990)
 LR0418
 LR0418                         *CURRENT SURVEY CONTROL
 LR0418  ___________________________________________________________________
 LR0418* NAD 83(1986)-  40 20 36.     (N)    117 04 28.     (W)     SCALED    
 LR0418* NAVD 88     -      1451.333  (meters)    4761.58   (feet)  ADJUSTED  
 LR0418  ___________________________________________________________________
 LR0418  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 LR0418  DYNAMIC HT  -        1450.109 (meters)    4757.57  (feet)  COMP
 LR0418  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 LR0418
 LR0418  VERT ORDER  -  FIRST     CLASS II
 LR0418
 LR0418.The horizontal coordinates were scaled from a topographic map and have
 LR0418.an estimated accuracy of +/- 6 seconds.
 LR0418
 LR0418.The orthometric height was determined by differential leveling
 LR0418.and adjusted by the National Geodetic Survey in June 1991..
 LR0418
 LR0418.The geoid height was determined by GEOID03.
 LR0418
 LR0418.The dynamic height is computed by dividing the NAVD 88
 LR0418.geopotential number by the normal gravity value computed on the
 LR0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0418.degrees latitude (g = 980.6199 gals.).
 LR0418
 LR0418.The modeled gravity was interpolated from observed gravity values.
 LR0418
 LR0418;                    North         East    Units  Estimated Accuracy
 LR0418;SPC NV C     - 6,620,810.      465,360.      MT  (+/- 180 meters Scaled)
 LR0418
 LR0418                          SUPERSEDED SURVEY CONTROL
 LR0418
 LR0418  NGVD 29 (??/??/92) 1450.245  (m)         4758.01   (f) ADJ UNCH    1 2
 LR0418
 LR0418.Superseded values are not recommended for survey control.
 LR0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0418.See file dsdata.txt to determine how the superseded data were derived.
 LR0418
 LR0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME936658(NAD 83)
 LR0418_MARKER: DB = BENCH MARK DISK
 LR0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0418_STAMPING: 4757.746 L 28 1933
 LR0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0418+STABILITY: SURFACE MOTION
 LR0418
 LR0418  HISTORY     - Date     Condition        Report By
 LR0418  HISTORY     - 1933     MONUMENTED       CGS
 LR0418  HISTORY     - 1934     GOOD             NGS
 LR0418
 LR0418                          STATION DESCRIPTION
 LR0418
 LR0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LR0418'22.0 MI S FROM BATTLE MOUNTAIN.
 LR0418'22.0 MILES SOUTH ALONG THE NEVADA CENTRAL RAILROAD FROM BATTLE
 LR0418'MOUNTAIN, LANDER COUNTY, AT MILEPOST 22, AND 29 FEET EAST OF THE
 LR0418'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 4757.746 L 28 1933
 LR0418'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0009 ***********************************************************************
 LQ0009  DESIGNATION -  L 29
 LQ0009  PID         -  LQ0009
 LQ0009  STATE/COUNTY-  NV/ELKO
 LQ0009  USGS QUAD   -  SHAFTER (1971)
 LQ0009
 LQ0009                         *CURRENT SURVEY CONTROL
 LQ0009  ___________________________________________________________________
 LQ0009* NAD 83(1986)-  40 48 20.     (N)    114 27 20.     (W)     SCALED    
 LQ0009* NAVD 88     -      1703.365  (meters)    5588.46   (feet)  ADJUSTED  
 LQ0009  ___________________________________________________________________
 LQ0009  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 LQ0009  DYNAMIC HT  -        1701.903 (meters)    5583.66  (feet)  COMP
 LQ0009  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 LQ0009
 LQ0009  VERT ORDER  -  FIRST     CLASS II
 LQ0009
 LQ0009.The horizontal coordinates were scaled from a topographic map and have
 LQ0009.an estimated accuracy of +/- 6 seconds.
 LQ0009
 LQ0009.The orthometric height was determined by differential leveling
 LQ0009.and adjusted by the National Geodetic Survey in June 1991..
 LQ0009
 LQ0009.The geoid height was determined by GEOID03.
 LQ0009
 LQ0009.The dynamic height is computed by dividing the NAVD 88
 LQ0009.geopotential number by the normal gravity value computed on the
 LQ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0009.degrees latitude (g = 980.6199 gals.).
 LQ0009
 LQ0009.The modeled gravity was interpolated from observed gravity values.
 LQ0009
 LQ0009;                    North         East    Units  Estimated Accuracy
 LQ0009;SPC NV E     - 8,672,670.      295,160.      MT  (+/- 180 meters Scaled)
 LQ0009
 LQ0009                          SUPERSEDED SURVEY CONTROL
 LQ0009
 LQ0009  NGVD 29 (??/??/92) 1702.263  (m)         5584.84   (f) ADJ UNCH    1 2
 LQ0009
 LQ0009.Superseded values are not recommended for survey control.
 LQ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0009.See file dsdata.txt to determine how the superseded data were derived.
 LQ0009
 LQ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF146202(NAD 83)
 LQ0009_MARKER: DB = BENCH MARK DISK
 LQ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0009_STAMPING: 5584.841 L 29 1933
 LQ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0009+STABILITY: SURFACE MOTION
 LQ0009
 LQ0009  HISTORY     - Date     Condition        Report By
 LQ0009  HISTORY     - 1933     MONUMENTED       CGS
 LQ0009
 LQ0009                          STATION DESCRIPTION
 LQ0009
 LQ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0009'3.5 MI S FROM SHAFTER.
 LQ0009'ABOUT 3.5 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM SHAFTER,
 LQ0009'ELKO COUNTY, 3 FEET SOUTH OF MILEPOST 22, AND 47 FEET WEST OF THE
 LQ0009'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 5584.841 L 29 1933
 LQ0009'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 14 INCHES ABOVE
 LQ0009'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0314 ***********************************************************************
 KR0314  DESIGNATION -  L 293 RESET
 KR0314  PID         -  KR0314
 KR0314  STATE/COUNTY-  NV/CHURCHILL
 KR0314  USGS QUAD   -  SOUTH OF FALLON (1985)
 KR0314
 KR0314                         *CURRENT SURVEY CONTROL
 KR0314  ___________________________________________________________________
 KR0314* NAD 83(1986)-  39 16 19.     (N)    118 46 28.     (W)     SCALED    
 KR0314* NAVD 88     -      1198.55   (+/-2cm)    3932.2    (feet)  VERTCON   
 KR0314  ___________________________________________________________________
 KR0314  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 KR0314
 KR0314  VERT ORDER  -  THIRD (See Below)
 KR0314
 KR0314.The horizontal coordinates were scaled from a topographic map and have
 KR0314.an estimated accuracy of +/- 6 seconds.
 KR0314
 KR0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0314.The vertical order pertains to the NGVD 29 superseded value.
 KR0314
 KR0314.The geoid height was determined by GEOID03.
 KR0314
 KR0314;                    North         East    Units  Estimated Accuracy
 KR0314;SPC NV W     - 4,501,800.      783,510.      MT  (+/- 180 meters Scaled)
 KR0314
 KR0314                          SUPERSEDED SURVEY CONTROL
 KR0314
 KR0314  NGVD 29 (07/31/00) 1197.56   (m)         3929.0    (f) RESET       3  
 KR0314
 KR0314.Superseded values are not recommended for survey control.
 KR0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0314.See file dsdata.txt to determine how the superseded data were derived.
 KR0314
 KR0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD469484(NAD 83)
 KR0314_MARKER: DD = SURVEY DISK
 KR0314_SETTING: 0 = UNSPECIFIED SETTING
 KR0314_STAMPING: L 293 RESET 1962
 KR0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0314
 KR0314  HISTORY     - Date     Condition        Report By
 KR0314  HISTORY     - 1962     MONUMENTED       NVDH
 KR0314  HISTORY     - 1963     GOOD             NGS
 KR0314
 KR0314                          STATION DESCRIPTION
 KR0314
 KR0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KR0314'14.1 MI S FROM FALLON.
 KR0314'14.1 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT FALLON,
 KR0314'ABOUT 75 YARDS SOUTH OF THE NORTH EDGE OF A BARREN ALKALI FLAT, 58.8
 KR0314'FEET LEFT OF THE CENTERLINE OF THE HIGHWAY STATION B - 1295+41, ABOUT
 KR0314'1 FOOT HIGHER THAN THE HIGHWAY.  NO WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0781 ***********************************************************************
 JR0781  DESIGNATION -  L 294
 JR0781  PID         -  JR0781
 JR0781  STATE/COUNTY-  NV/MINERAL
 JR0781  USGS QUAD   -  MURPHYS WELL (1980)
 JR0781
 JR0781                         *CURRENT SURVEY CONTROL
 JR0781  ___________________________________________________________________
 JR0781* NAD 83(1986)-  38 57 59.     (N)    118 20 18.     (W)     SCALED    
 JR0781* NAVD 88     -      1315.18   (+/-2cm)    4314.9    (feet)  VERTCON   
 JR0781  ___________________________________________________________________
 JR0781  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 JR0781
 JR0781  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0781
 JR0781.The horizontal coordinates were scaled from a topographic map and have
 JR0781.an estimated accuracy of +/- 6 seconds.
 JR0781
 JR0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0781.The vertical order pertains to the NGVD 29 superseded value.
 JR0781
 JR0781.The geoid height was determined by GEOID03.
 JR0781
 JR0781;                    North         East    Units  Estimated Accuracy
 JR0781;SPC NV W     - 4,467,900.      821,230.      MT  (+/- 180 meters Scaled)
 JR0781
 JR0781                          SUPERSEDED SURVEY CONTROL
 JR0781
 JR0781  NGVD 29 (??/??/92) 1314.125  (m)         4311.43   (f) ADJ UNCH    1 2
 JR0781
 JR0781.Superseded values are not recommended for survey control.
 JR0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0781.See file dsdata.txt to determine how the superseded data were derived.
 JR0781
 JR0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD840138(NAD 83)
 JR0781_MARKER: DB = BENCH MARK DISK
 JR0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0781_STAMPING: L 294 1940
 JR0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0781+STABILITY: SURFACE MOTION
 JR0781
 JR0781  HISTORY     - Date     Condition        Report By
 JR0781  HISTORY     - 1940     MONUMENTED       CGS
 JR0781  HISTORY     - 1955     GOOD             NGS
 JR0781
 JR0781                          STATION DESCRIPTION
 JR0781
 JR0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0781'4.7 MI SE FROM RAWHIDE.
 JR0781'2.9 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE GRUTT
 JR0781'BROTHERS MINING COMPANY OFFICE AT RAWHIDE, THENCE 1.8 MILES
 JR0781'SOUTHEAST ALONG A GRADED ROAD ALONG THE NORTHEAST SIDE OF A
 JR0781'WIDE DRY WASH, 0.45 MILE SOUTHEAST OF THE INTERSECTION OF A GRADED
 JR0781'ROAD, 0.2 MILE SOUTHEAST OF THE CROSSING OF A POWER LINE, 15
 JR0781'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 JR0781'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JR0781'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 JR0781'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0812 ***********************************************************************
 JR0812  DESIGNATION -  L 295
 JR0812  PID         -  JR0812
 JR0812  STATE/COUNTY-  NV/NYE
 JR0812  USGS QUAD   -  MOUNT ANNIE SE (1979)
 JR0812
 JR0812                         *CURRENT SURVEY CONTROL
 JR0812  ___________________________________________________________________
 JR0812* NAD 83(1986)-  38 49 56.     (N)    118 01 35.     (W)     SCALED    
 JR0812* NAVD 88     -      1378.11   (+/-2cm)    4521.3    (feet)  VERTCON   
 JR0812  ___________________________________________________________________
 JR0812  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 JR0812
 JR0812  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0812
 JR0812.The horizontal coordinates were scaled from a topographic map and have
 JR0812.an estimated accuracy of +/- 6 seconds.
 JR0812
 JR0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0812.The vertical order pertains to the NGVD 29 superseded value.
 JR0812
 JR0812.The geoid height was determined by GEOID03.
 JR0812
 JR0812;                    North         East    Units  Estimated Accuracy
 JR0812;SPC NV C     - 6,453,850.      381,940.      MT  (+/- 180 meters Scaled)
 JR0812
 JR0812                          SUPERSEDED SURVEY CONTROL
 JR0812
 JR0812  NGVD 29 (??/??/92) 1377.087  (m)         4517.99   (f) ADJ UNCH    1 2
 JR0812
 JR0812.Superseded values are not recommended for survey control.
 JR0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0812.See file dsdata.txt to determine how the superseded data were derived.
 JR0812
 JR0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC109986(NAD 83)
 JR0812_MARKER: DB = BENCH MARK DISK
 JR0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0812_STAMPING: L 295 1940
 JR0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0812+STABILITY: SURFACE MOTION
 JR0812
 JR0812  HISTORY     - Date     Condition        Report By
 JR0812  HISTORY     - 1940     MONUMENTED       CGS
 JR0812  HISTORY     - 1955     GOOD             NGS
 JR0812
 JR0812                          STATION DESCRIPTION
 JR0812
 JR0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0812'8 MI SW FROM GABBS.
 JR0812'0.4 MILE SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 JR0812'THENCE 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 23, THENCE 3.4
 JR0812'MILES NORTHWEST ALONG A NARROW DIRT ROAD, 225 1/2 FEET WEST OF THE
 JR0812'APPROXIMATE CENTER OF A SMALL DRY WASH, 21 FEET SOUTH OF THE
 JR0812'CENTER LINE OF THE ROAD, 1.6 FEET NORTH OF A WITNESS POST, ABOUT
 JR0812'1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JR0812'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0235 ***********************************************************************
 KR0235  DESIGNATION -  L 297
 KR0235  PID         -  KR0235
 KR0235  STATE/COUNTY-  NV/CHURCHILL
 KR0235  USGS QUAD   -  GRIMES POINT (1985)
 KR0235
 KR0235                         *CURRENT SURVEY CONTROL
 KR0235  ___________________________________________________________________
 KR0235* NAD 83(1986)-  39 24 24.     (N)    118 42 12.     (W)     SCALED    
 KR0235* NAVD 88     -      1198.053  (meters)    3930.61   (feet)  ADJUSTED  
 KR0235  ___________________________________________________________________
 KR0235  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 KR0235  DYNAMIC HT  -        1197.008 (meters)    3927.18  (feet)  COMP
 KR0235  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 KR0235
 KR0235  VERT ORDER  -  FIRST     CLASS II
 KR0235
 KR0235.The horizontal coordinates were scaled from a topographic map and have
 KR0235.an estimated accuracy of +/- 6 seconds.
 KR0235
 KR0235.The orthometric height was determined by differential leveling
 KR0235.and adjusted by the National Geodetic Survey in June 1991..
 KR0235
 KR0235.The geoid height was determined by GEOID03.
 KR0235
 KR0235.The dynamic height is computed by dividing the NAVD 88
 KR0235.geopotential number by the normal gravity value computed on the
 KR0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0235.degrees latitude (g = 980.6199 gals.).
 KR0235
 KR0235.The modeled gravity was interpolated from observed gravity values.
 KR0235
 KR0235;                    North         East    Units  Estimated Accuracy
 KR0235;SPC NV W     - 4,516,750.      789,670.      MT  (+/- 180 meters Scaled)
 KR0235
 KR0235                          SUPERSEDED SURVEY CONTROL
 KR0235
 KR0235  NGVD 29 (??/??/92) 1197.103  (m)         3927.50   (f) ADJ UNCH    1 2
 KR0235
 KR0235.Superseded values are not recommended for survey control.
 KR0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0235.See file dsdata.txt to determine how the superseded data were derived.
 KR0235
 KR0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD533632(NAD 83)
 KR0235_MARKER: DB = BENCH MARK DISK
 KR0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0235_STAMPING: L 297 1945
 KR0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0235+STABILITY: SURFACE MOTION
 KR0235
 KR0235  HISTORY     - Date     Condition        Report By
 KR0235  HISTORY     - 1945     MONUMENTED       CGS
 KR0235  HISTORY     - 1955     GOOD             NGS
 KR0235  HISTORY     - 1967     MARK NOT FOUND   NGS
 KR0235
 KR0235                          STATION DESCRIPTION
 KR0235
 KR0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0235'IN FALLON NAAS.
 KR0235'AT FALLON NAVAL AUXILIARY AIR STATION, ABOUT 125 YARDS SOUTHWEST OF
 KR0235'THE CONTROL TOWER, AT THE T JUNCTION OF 3RD. AND B STREETS, IN LINE
 KR0235'WITH THE PROLONGATION OF THE CENTER LINE OF C STREET, AT THE WEST EDGE
 KR0235'OF THE SERVICE VEHICLE PARKING LOT, 57.5 FEET EAST OF THE CENTER LINE
 KR0235'OF 3RD. STREET, 10.3 FEET EAST OF THE EAST EDGE OF A CONCRETE PLATFORM
 KR0235'(FORMERLY THE BASE FOR A FLAGPOLE) SUPPORTING A MOBILE 3-INCH GUN
 KR0235'RELIC, ABOUT LEVEL WITH THE STREETS, AND SET IN THE TOP OF A CONCRETE
 KR0235'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KR0235
 KR0235                          STATION RECOVERY (1967)
 KR0235
 KR0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KR0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0211 ***********************************************************************
 LS0211  DESIGNATION -  L 298
 LS0211  PID         -  LS0211
 LS0211  STATE/COUNTY-  NV/PERSHING
 LS0211  USGS QUAD   -  BUENA VISTA HILLS NORTH (1987)
 LS0211
 LS0211                         *CURRENT SURVEY CONTROL
 LS0211  ___________________________________________________________________
 LS0211* NAD 83(1986)-  40 05 32.     (N)    118 09 38.     (W)     SCALED    
 LS0211* NAVD 88     -      1258.772  (meters)    4129.82   (feet)  ADJUSTED  
 LS0211  ___________________________________________________________________
 LS0211  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 LS0211  DYNAMIC HT  -        1257.761 (meters)    4126.50  (feet)  COMP
 LS0211  MODELED GRAV-     979,779.1   (mgal)                       NAVD 88
 LS0211
 LS0211  VERT ORDER  -  SECOND    CLASS 0
 LS0211
 LS0211.The horizontal coordinates were scaled from a topographic map and have
 LS0211.an estimated accuracy of +/- 6 seconds.
 LS0211
 LS0211.The orthometric height was determined by differential leveling
 LS0211.and adjusted by the National Geodetic Survey in June 1991..
 LS0211
 LS0211.The geoid height was determined by GEOID03.
 LS0211
 LS0211.The dynamic height is computed by dividing the NAVD 88
 LS0211.geopotential number by the normal gravity value computed on the
 LS0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0211.degrees latitude (g = 980.6199 gals.).
 LS0211
 LS0211.The modeled gravity was interpolated from observed gravity values.
 LS0211
 LS0211;                    North         East    Units  Estimated Accuracy
 LS0211;SPC NV W     - 4,592,940.      836,050.      MT  (+/- 180 meters Scaled)
 LS0211
 LS0211                          SUPERSEDED SURVEY CONTROL
 LS0211
 LS0211  NGVD 29 (??/??/92) 1257.806  (m)         4126.65   (f) ADJ UNCH    2 0
 LS0211
 LS0211.Superseded values are not recommended for survey control.
 LS0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0211.See file dsdata.txt to determine how the superseded data were derived.
 LS0211
 LS0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME010386(NAD 83)
 LS0211_MARKER: DB = BENCH MARK DISK
 LS0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0211_STAMPING: L 298 1945
 LS0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0211+STABILITY: SURFACE MOTION
 LS0211
 LS0211  HISTORY     - Date     Condition        Report By
 LS0211  HISTORY     - 1945     MONUMENTED       CGS
 LS0211  HISTORY     - 1958     GOOD             NGS
 LS0211  HISTORY     - 1982     GOOD             USGS
 LS0211
 LS0211                          STATION DESCRIPTION
 LS0211
 LS0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LS0211'24.25 MI SE FROM LOVELOCK.
 LS0211'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0211'STREET AT LOVELOCK, THENCE 17.75 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 LS0211'THENCE 0.25 MILE NORTH ALONG A GRAVEL ROAD.  AT THE SITE OF THE
 LS0211'ABANDONED HUMBOLDT INTERMEDIATE FIELD, ABOUT 750 FEET SOUTHEAST OF THE
 LS0211'CROSSING OF A NARROW NORTH-SOUTH GRAVEL ROAD AND A TELEPHONE LINE, AT
 LS0211'THE WEST SIDE OF THE FIELD, ABOUT 500 FEET SOUTH OF A RIGHT-ANGLE TURN
 LS0211'OF THE TELEPHONE LINE, 2 FEET EAST OF A WITNESS POST, AND SET IN THE
 LS0211'TOP OF A CONCRETE POST PROJECTING ABOVE THE GROUND.
 LS0211
 LS0211                          STATION RECOVERY (1982)
 LS0211
 LS0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LS0211'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0211'STREET AT LOVELOCK, 6.8 MILES NORTHEAST ALONG BUSINESS I-80 FROM THE
 LS0211'JUNCTION. OF MAIN ST. AT LOVELOCK, THENCE 13.9 MILES EAST ALONG STATE
 LS0211'HIGHWAY 857 TOWARDS COAL CANYTON TO ROAD JUNCTION SOUTHEAST THENCE
 LS0211'2.85 MILES SOUTHEAST ALONG GRADED DIRT ROAD. TO X-RDS. THENCE 0.2
 LS0211'MILE NORTH ALONG A GRADED DIRT ROAD, ABOUT 750 FEET SOUTHEAST OF THE
 LS0211'CROSSING OF A NARROW NORTH-SOUTH ROAD AND A TELEPONE LINE, AT THE
 LS0211'WEST SIDE OF AN OLD FIELD, ABOUT 500 FEET SOUTH OF A RIGHT-ANGLE TURN
 LS0211'OF THE TELEPHONE LINE, AND SET IN THE TOP OF A CONCRETE POST AND
 LS0211'STAMPED 'L 298 1945'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0135 ***********************************************************************
 MT0135  DESIGNATION -  L 3
 MT0135  PID         -  MT0135
 MT0135  STATE/COUNTY-  NV/ELKO
 MT0135  USGS QUAD   -  MONTELLO (1967)
 MT0135
 MT0135                         *CURRENT SURVEY CONTROL
 MT0135  ___________________________________________________________________
 MT0135* NAD 83(1986)-  41 17 16.     (N)    114 08 40.     (W)     SCALED    
 MT0135* NAVD 88     -      1470.306  (meters)    4823.83   (feet)  ADJUSTED  
 MT0135  ___________________________________________________________________
 MT0135  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 MT0135  DYNAMIC HT  -        1469.167 (meters)    4820.09  (feet)  COMP
 MT0135  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 MT0135
 MT0135  VERT ORDER  -  FIRST     CLASS II
 MT0135
 MT0135.The horizontal coordinates were scaled from a topographic map and have
 MT0135.an estimated accuracy of +/- 6 seconds.
 MT0135
 MT0135.The orthometric height was determined by differential leveling
 MT0135.and adjusted by the National Geodetic Survey in June 1991..
 MT0135
 MT0135.The geoid height was determined by GEOID03.
 MT0135
 MT0135.The dynamic height is computed by dividing the NAVD 88
 MT0135.geopotential number by the normal gravity value computed on the
 MT0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0135.degrees latitude (g = 980.6199 gals.).
 MT0135
 MT0135.The modeled gravity was interpolated from observed gravity values.
 MT0135
 MT0135;                    North         East    Units  Estimated Accuracy
 MT0135;SPC NV E     - 8,726,600.      320,520.      MT  (+/- 180 meters Scaled)
 MT0135
 MT0135                          SUPERSEDED SURVEY CONTROL
 MT0135
 MT0135  NGVD 29 (??/??/92) 1469.201  (m)         4820.20   (f) ADJ UNCH    1 2
 MT0135
 MT0135.Superseded values are not recommended for survey control.
 MT0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0135.See file dsdata.txt to determine how the superseded data were derived.
 MT0135
 MT0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF391746(NAD 83)
 MT0135_MARKER: P = PIPE CAP
 MT0135_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0135_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MT0135_STAMPING: L 3 4820.204
 MT0135_MARK LOGO: CGS   
 MT0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0135
 MT0135  HISTORY     - Date     Condition        Report By
 MT0135  HISTORY     - 1911     MONUMENTED       CGS
 MT0135  HISTORY     - 1953     GOOD             NGS
 MT0135  HISTORY     - 1984     GOOD             NGS
 MT0135
 MT0135                          STATION DESCRIPTION
 MT0135
 MT0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0135'3.1 MI NE FROM MONTELLO.
 MT0135'3.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0135'THE STATION AT MONTELLO, 121 1/2 FEET WEST OF MILEPOLE 665, 182.0 FEET
 MT0135'NORTHWEST OF THE NORTHWEST RAIL OF THE WEST-BOUND TRACK, 28 FEET
 MT0135'SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 3.1 FEET SOUTHEAST OF
 MT0135'A FENCE, 1.0 FOOT SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 MT0135'THE TRACK, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4
 MT0135'FOOT ABOVE THE GROUND.
 MT0135
 MT0135                          STATION RECOVERY (1984)
 MT0135
 MT0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0135'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.15 KM
 MT0135'(3.2 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MT0135'OFFICE AT MONTELLO, 55.5 METERS (182 FT) NORTHWEST OF THE NORTHWEST
 MT0135'RAIL, 37.0 METERS (121.5 FT) NORTHWEST OF MILEPOLE 665, 8.5 METERS
 MT0135'(28 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD AND 0.9 METER (3 FT)
 MT0135'SOUTHEAST OF THE RIGHT OF WAY FENCE.  A SHALLOW-SET PIPE PROJECTING 15
 MT0135'CENTIMETERS.
 MT0135'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MT0135'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0220 ***********************************************************************
 LQ0220  DESIGNATION -  L 30
 LQ0220  PID         -  LQ0220
 LQ0220  STATE/COUNTY-  NV/ELKO
 LQ0220  USGS QUAD   -  GOSHUTE LAKE NORTH (1982)
 LQ0220
 LQ0220                         *CURRENT SURVEY CONTROL
 LQ0220  ___________________________________________________________________
 LQ0220* NAD 83(1986)-  40 12 38.     (N)    114 42 56.     (W)     SCALED    
 LQ0220* NAVD 88     -      1782.445  (meters)    5847.90   (feet)  ADJUSTED  
 LQ0220  ___________________________________________________________________
 LQ0220  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 LQ0220  DYNAMIC HT  -        1780.787 (meters)    5842.47  (feet)  COMP
 LQ0220  MODELED GRAV-     979,632.2   (mgal)                       NAVD 88
 LQ0220
 LQ0220  VERT ORDER  -  FIRST     CLASS II
 LQ0220
 LQ0220.The horizontal coordinates were scaled from a topographic map and have
 LQ0220.an estimated accuracy of +/- 6 seconds.
 LQ0220
 LQ0220.The orthometric height was determined by differential leveling
 LQ0220.and adjusted by the National Geodetic Survey in June 1991..
 LQ0220
 LQ0220.The geoid height was determined by GEOID03.
 LQ0220
 LQ0220.The dynamic height is computed by dividing the NAVD 88
 LQ0220.geopotential number by the normal gravity value computed on the
 LQ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0220.degrees latitude (g = 980.6199 gals.).
 LQ0220
 LQ0220.The modeled gravity was interpolated from observed gravity values.
 LQ0220
 LQ0220;                    North         East    Units  Estimated Accuracy
 LQ0220;SPC NV E     - 8,606,350.      273,870.      MT  (+/- 180 meters Scaled)
 LQ0220
 LQ0220                          SUPERSEDED SURVEY CONTROL
 LQ0220
 LQ0220  NGVD 29 (??/??/92) 1781.292  (m)         5844.12   (f) ADJ UNCH    1 2
 LQ0220
 LQ0220.Superseded values are not recommended for survey control.
 LQ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0220.See file dsdata.txt to determine how the superseded data were derived.
 LQ0220
 LQ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE944536(NAD 83)
 LQ0220_MARKER: DB = BENCH MARK DISK
 LQ0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0220_STAMPING: 5844.122 L 30 1933
 LQ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0220+STABILITY: SURFACE MOTION
 LQ0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0220+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 LQ0220
 LQ0220  HISTORY     - Date     Condition        Report By
 LQ0220  HISTORY     - 1933     MONUMENTED       CGS
 LQ0220  HISTORY     - 20051201 GOOD             NVGS
 LQ0220
 LQ0220                          STATION DESCRIPTION
 LQ0220
 LQ0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0220'5.0 MI S FROM CURRIE.
 LQ0220'ABOUT 5.0 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM CURRIE,
 LQ0220'ELKO COUNTY, ABOUT 100 FEET NORTHEAST OF MILEPOST 68, 52 FEET
 LQ0220'NORTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN
 LQ0220'THE TRACK.  A STANDARD DISK, STAMPED 5844.122 L 30 1933 AND SET IN THE
 LQ0220'TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 LQ0220
 LQ0220                          STATION RECOVERY (2005)
 LQ0220
 LQ0220'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2005 (DRH)
 LQ0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1414 ***********************************************************************
 GR1414  DESIGNATION -  L 301
 GR1414  PID         -  GR1414
 GR1414  STATE/COUNTY-  NV/CLARK
 GR1414  USGS QUAD   -  MOAPA WEST (1983)
 GR1414
 GR1414                         *CURRENT SURVEY CONTROL
 GR1414  ___________________________________________________________________
 GR1414* NAD 83(1994)-  36 43 30.24798(N)    114 42 38.75243(W)     ADJUSTED  
 GR1414* NAVD 88     -       543.934  (meters)    1784.56   (feet)  ADJUSTED  
 GR1414  ___________________________________________________________________
 GR1414  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 GR1414  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 GR1414  DYNAMIC HT  -         543.417 (meters)    1782.86  (feet)  COMP
 GR1414  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 GR1414
 GR1414  HORZ ORDER  -  SECOND
 GR1414  VERT ORDER  -  SECOND    CLASS 0
 GR1414
 GR1414.The horizontal coordinates were established by classical geodetic methods
 GR1414.and adjusted by the National Geodetic Survey in June 1998..
 GR1414
 GR1414.The orthometric height was determined by differential leveling
 GR1414.and adjusted by the National Geodetic Survey in June 1991..
 GR1414
 GR1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1414
 GR1414.The geoid height was determined by GEOID03.
 GR1414
 GR1414.The dynamic height is computed by dividing the NAVD 88
 GR1414.geopotential number by the normal gravity value computed on the
 GR1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1414.degrees latitude (g = 980.6199 gals.).
 GR1414
 GR1414.The modeled gravity was interpolated from observed gravity values.
 GR1414
 GR1414;                    North         East     Units Scale Factor Converg.
 GR1414;SPC NV E     - 8,219,475.138   277,940.619   MT  0.99997482   +0 31 18.5
 GR1414;SPC NV E     -26,966,728.02    911,876.85   sFT  0.99997482   +0 31 18.5
 GR1414;UTM  11      - 4,066,816.985   704,433.805   MT  1.00011491   +1 22 09.8
 GR1414
 GR1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1414!SPC NV E     -   0.99991884  x   0.99997482  =   0.99989366
 GR1414!UTM  11      -   0.99991884  x   1.00011491  =   1.00003374
 GR1414
 GR1414                          SUPERSEDED SURVEY CONTROL
 GR1414
 GR1414  NAD 83(1994)-  36 43 30.24746(N)    114 42 38.75044(W) AD(       ) 2
 GR1414  NAD 83(1992)-  36 43 30.24651(N)    114 42 38.75086(W) AD(       ) 2
 GR1414  NAD 83(1986)-  36 43 30.24047(N)    114 42 38.74438(W) AD(       ) 2
 GR1414  NAD 27      -  36 43 30.35000(N)    114 42 35.77000(W) AD(       ) 2
 GR1414  NGVD 29 (??/??/92)  543.28   (m)         1782.4    (f) COMPUTED    2 0
 GR1414
 GR1414.Superseded values are not recommended for survey control.
 GR1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1414.See file dsdata.txt to determine how the superseded data were derived.
 GR1414
 GR1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0443466817(NAD 83)
 GR1414_MARKER: DB = BENCH MARK DISK
 GR1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1414_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GR1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1414+STABILITY: SURFACE MOTION
 GR1414
 GR1414  HISTORY     - Date     Condition        Report By
 GR1414  HISTORY     - 1944     MONUMENTED       CGS
 GR1414
 GR1414                          STATION DESCRIPTION
 GR1414
 GR1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 GR1414'BENCH MARK L 301 IS SET IN A SQUARE CONCRETE POST PROJECTING
 GR1414'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 3 FEET NW OF CONCRETE
 GR1414'WITNESS POST, 19 FEET SE OF DIM TRACK ROAD, AND 49 FEET NE
 GR1414'OF CENTER LINE OF U.S. HIGHWAY 93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0195 ***********************************************************************
 HP0195  DESIGNATION -  L 304
 HP0195  PID         -  HP0195
 HP0195  STATE/COUNTY-  NV/LINCOLN
 HP0195  USGS QUAD   -  LOWER PAHRANAGAT LAKE SW (1980)
 HP0195
 HP0195                         *CURRENT SURVEY CONTROL
 HP0195  ___________________________________________________________________
 HP0195* NAD 83(1986)-  37 06 50.     (N)    115 11 44.     (W)     SCALED    
 HP0195* NAVD 88     -      1165.898  (meters)    3825.12   (feet)  ADJUSTED  
 HP0195  ___________________________________________________________________
 HP0195  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 HP0195  DYNAMIC HT  -        1164.648 (meters)    3821.02  (feet)  COMP
 HP0195  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 HP0195
 HP0195  VERT ORDER  -  SECOND    CLASS 0
 HP0195
 HP0195.The horizontal coordinates were scaled from a topographic map and have
 HP0195.an estimated accuracy of +/- 6 seconds.
 HP0195
 HP0195.The orthometric height was determined by differential leveling
 HP0195.and adjusted by the National Geodetic Survey in June 1991..
 HP0195
 HP0195.The geoid height was determined by GEOID03.
 HP0195
 HP0195.The dynamic height is computed by dividing the NAVD 88
 HP0195.geopotential number by the normal gravity value computed on the
 HP0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0195.degrees latitude (g = 980.6199 gals.).
 HP0195
 HP0195.The modeled gravity was interpolated from observed gravity values.
 HP0195
 HP0195;                    North         East    Units  Estimated Accuracy
 HP0195;SPC NV E     - 8,262,340.      234,460.      MT  (+/- 180 meters Scaled)
 HP0195
 HP0195                          SUPERSEDED SURVEY CONTROL
 HP0195
 HP0195  NGVD 29 (??/??/92) 1165.017  (m)         3822.23   (f) ADJ UNCH    2 0
 HP0195
 HP0195.Superseded values are not recommended for survey control.
 HP0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0195.See file dsdata.txt to determine how the superseded data were derived.
 HP0195
 HP0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB603090(NAD 83)
 HP0195_MARKER: DB = BENCH MARK DISK
 HP0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0195_SP_SET: CONCRETE POST
 HP0195_STAMPING: L 304 1941
 HP0195_MARK LOGO: CGS   
 HP0195_MAGNETIC: N = NO MAGNETIC MATERIAL
 HP0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0195+STABILITY: SURFACE MOTION
 HP0195
 HP0195  HISTORY     - Date     Condition        Report By
 HP0195  HISTORY     - 1941     MONUMENTED       CGS
 HP0195  HISTORY     - 1954     GOOD             NGS
 HP0195  HISTORY     - 19930309 GOOD             LOCENG
 HP0195
 HP0195                          STATION DESCRIPTION
 HP0195
 HP0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0195'12.0 MI SE FROM ALAMO.
 HP0195'ABOUT 12.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0195'AT ALAMO, LINCOLN COUNTY, THENCE ABOUT 11.0 MILES SOUTH ALONG A ROAD
 HP0195'LEADING TO THE CROSSING OF U.S. HIGHWAY 95, ABOUT 3.0 MILES SOUTHWEST
 HP0195'OF THE SUMMIT OF A MOUNTAIN PASS, ABOUT 200.0 FEET EAST OF THE
 HP0195'INTERSECTION OF TWO SMALL WASHES, 52.0 FEET SOUTHEAST OF THE CENTER
 HP0195'LINE OF THE ROAD, 3.0 FEET WEST OF A TRIANGULAR CONCRETE POST
 HP0195'PROJECTING ABOUT 2.0 FEET ABOVE GROUND, AND ABOUT 3.0 FEET HIGHER THAN
 HP0195'THE ROAD.  A STANDARD DISK, STAMPED L 304 1941 AND SET IN THE TOP OF A
 HP0195'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 HP0195
 HP0195                          STATION RECOVERY (1954)
 HP0195
 HP0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 HP0195'RECOVERED IN GOOD CONDITION.
 HP0195
 HP0195                          STATION RECOVERY (1993)
 HP0195
 HP0195'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 HP0195'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 HP0195'(3.3 FT) WEST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1288 ***********************************************************************
 GR1288  DESIGNATION -  L 305
 GR1288  PID         -  GR1288
 GR1288  STATE/COUNTY-  NV/CLARK
 GR1288  USGS QUAD   -  INDIAN SPRINGS SE (1982)
 GR1288
 GR1288                         *CURRENT SURVEY CONTROL
 GR1288  ___________________________________________________________________
 GR1288* NAD 83(1986)-  36 36 45.     (N)    115 30 05.     (W)     SCALED    
 GR1288* NAVD 88     -       924.889  (meters)    3034.41   (feet)  ADJUSTED  
 GR1288  ___________________________________________________________________
 GR1288  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 GR1288  DYNAMIC HT  -         923.910 (meters)    3031.19  (feet)  COMP
 GR1288  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 GR1288
 GR1288  VERT ORDER  -  SECOND    CLASS 0
 GR1288
 GR1288.The horizontal coordinates were scaled from a topographic map and have
 GR1288.an estimated accuracy of +/- 6 seconds.
 GR1288
 GR1288.The orthometric height was determined by differential leveling
 GR1288.and adjusted by the National Geodetic Survey in June 1991..
 GR1288
 GR1288.The geoid height was determined by GEOID03.
 GR1288
 GR1288.The dynamic height is computed by dividing the NAVD 88
 GR1288.geopotential number by the normal gravity value computed on the
 GR1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1288.degrees latitude (g = 980.6199 gals.).
 GR1288
 GR1288.The modeled gravity was interpolated from observed gravity values.
 GR1288
 GR1288;                    North         East    Units  Estimated Accuracy
 GR1288;SPC NV E     - 8,206,630.      207,330.      MT  (+/- 180 meters Scaled)
 GR1288
 GR1288                          SUPERSEDED SURVEY CONTROL
 GR1288
 GR1288  NGVD 29 (??/??/92)  924.108  (m)         3031.84   (f) ADJ UNCH    2 0
 GR1288
 GR1288.Superseded values are not recommended for survey control.
 GR1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1288.See file dsdata.txt to determine how the superseded data were derived.
 GR1288
 GR1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA340529(NAD 83)
 GR1288_MARKER: DB = BENCH MARK DISK
 GR1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1288_SP_SET: CONCRETE POST
 GR1288_STAMPING: L 305 1941
 GR1288_MARK LOGO: CGS   
 GR1288_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1288+STABILITY: SURFACE MOTION
 GR1288
 GR1288  HISTORY     - Date     Condition        Report By
 GR1288  HISTORY     - 1941     MONUMENTED       CGS
 GR1288  HISTORY     - 1973     GOOD             USGS
 GR1288  HISTORY     - 19920623 GOOD             LOCENG
 GR1288
 GR1288                          STATION DESCRIPTION
 GR1288
 GR1288'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR1288'14.5 MI E FROM INDIAN SPRINGS.
 GR1288'ABOUT 6.6 MI SE. ALONG U.S. HWY. 95 FROM POST OFFICE AT INDIAN SPRINGS
 GR1288'TO RD. JCT. LEADING NE., THENCE 1.3 MI NE. TO JCT. OF TRACK RD. ALONG
 GR1288'NE. SIDE OF DISMANTLED RR., THENCE 1.0 MI ESE. ALONG TRACK RD., THENCE
 GR1288'1.7 MI NE. ALONG TRACK RD. TO A LINE OF WRECKED VEHICLES AT SW. EDGE
 GR1288'OF DRY LAKE, THENCE 3.9 MI NNE. ACROSS COUNTRY ON DRY LAKE BED. IN
 GR1288'N.-CENTRAL PORTION OF DRY LAKE BED.  A STD. USC AND GS DISK, STAMPED L
 GR1288'305 1941, SET IN TOP OF A CONC. POST PROJECTING 0.7 FT. NOTE-- MARK
 GR1288'LIES WITHIN BOUNDARY OF NELLIS AIR FORCE RANGE.
 GR1288
 GR1288                          STATION RECOVERY (1992)
 GR1288
 GR1288'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 GR1288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1206 ***********************************************************************
 KR1206  DESIGNATION -  L 306
 KR1206  PID         -  KR1206
 KR1206  STATE/COUNTY-  NV/WASHOE
 KR1206  USGS QUAD   -  RENO (1982)
 KR1206
 KR1206                         *CURRENT SURVEY CONTROL
 KR1206  ___________________________________________________________________
 KR1206* NAD 83(1986)-  39 31 36.     (N)    119 49 22.     (W)     SCALED    
 KR1206* NAVD 88     -      1377.944  (meters)    4520.80   (feet)  ADJUSTED  
 KR1206  ___________________________________________________________________
 KR1206  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 KR1206  DYNAMIC HT  -        1376.687 (meters)    4516.68  (feet)  COMP
 KR1206  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 KR1206
 KR1206  VERT ORDER  -  FIRST     CLASS I
 KR1206
 KR1206.The horizontal coordinates were scaled from a topographic map and have
 KR1206.an estimated accuracy of +/- 6 seconds.
 KR1206
 KR1206.The orthometric height was determined by differential leveling
 KR1206.and adjusted by the National Geodetic Survey in June 1991..
 KR1206
 KR1206.The geoid height was determined by GEOID03.
 KR1206
 KR1206.The dynamic height is computed by dividing the NAVD 88
 KR1206.geopotential number by the normal gravity value computed on the
 KR1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1206.degrees latitude (g = 980.6199 gals.).
 KR1206
 KR1206.The modeled gravity was interpolated from observed gravity values.
 KR1206
 KR1206;                    North         East    Units  Estimated Accuracy
 KR1206;SPC NV W     - 4,530,800.      693,440.      MT  (+/- 180 meters Scaled)
 KR1206
 KR1206                          SUPERSEDED SURVEY CONTROL
 KR1206
 KR1206  NGVD 29 (??/??/92) 1376.863  (m)         4517.26   (f) ADJ UNCH    1 1
 KR1206
 KR1206.Superseded values are not recommended for survey control.
 KR1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1206.See file dsdata.txt to determine how the superseded data were derived.
 KR1206
 KR1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD573790(NAD 83)
 KR1206_MARKER: DB = BENCH MARK DISK
 KR1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1206_STAMPING: L 306 1947
 KR1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1206+STABILITY: SURFACE MOTION
 KR1206
 KR1206  HISTORY     - Date     Condition        Report By
 KR1206  HISTORY     - 1947     MONUMENTED       CGS
 KR1206  HISTORY     - 1969     GOOD             NGS
 KR1206
 KR1206                          STATION DESCRIPTION
 KR1206
 KR1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1206'0.65 MI W FROM RENO.
 KR1206'0.65 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1206'STATION AT RENO, AT THE CROSSING OF WASHINGTON STREET, 17.7 FEET SOUTH
 KR1206'OF THE SOUTH RAIL OF THE WESTBOUND TRACK, 44 FEET EAST OF THE CENTER
 KR1206'LINE OF THE STREET, 16.5 FEET SOUTHWEST OF A SWITCH STAND, 3 1/2 FEET
 KR1206'EAST OF THE NORTHWEST CORNER OF A CYCLONE FENCE, 15.8 FEET EAST OF THE
 KR1206'SOUTHEAST CORNER OF THE CONCRETE BASE OF THE CROSSING SIGNAL LIGHT,
 KR1206'1.3 FEET NORTH OF A FENCE, 1.0 FOOT WEST OF A WITNESS POST, ABOUT
 KR1206'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KR1206'THE GROUND.  SEC 12, T 19N, R 19E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1221 ***********************************************************************
 KR1221  DESIGNATION -  L 307
 KR1221  PID         -  KR1221
 KR1221  STATE/COUNTY-  NV/WASHOE
 KR1221  USGS QUAD   -  RENO (1982)
 KR1221
 KR1221                         *CURRENT SURVEY CONTROL
 KR1221  ___________________________________________________________________
 KR1221* NAD 83(1986)-  39 30 06.     (N)    119 48 46.     (W)     SCALED    
 KR1221* NAVD 88     -      1380.042  (meters)    4527.69   (feet)  ADJUSTED  
 KR1221  ___________________________________________________________________
 KR1221  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 KR1221  DYNAMIC HT  -        1378.777 (meters)    4523.54  (feet)  COMP
 KR1221  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 KR1221
 KR1221  VERT ORDER  -  FIRST     CLASS II
 KR1221
 KR1221.The horizontal coordinates were scaled from a topographic map and have
 KR1221.an estimated accuracy of +/- 6 seconds.
 KR1221
 KR1221.The orthometric height was determined by differential leveling
 KR1221.and adjusted by the National Geodetic Survey in June 1991..
 KR1221
 KR1221.The geoid height was determined by GEOID03.
 KR1221
 KR1221.The dynamic height is computed by dividing the NAVD 88
 KR1221.geopotential number by the normal gravity value computed on the
 KR1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1221.degrees latitude (g = 980.6199 gals.).
 KR1221
 KR1221.The modeled gravity was interpolated from observed gravity values.
 KR1221
 KR1221;                    North         East    Units  Estimated Accuracy
 KR1221;SPC NV W     - 4,528,010.      694,260.      MT  (+/- 180 meters Scaled)
 KR1221
 KR1221                          SUPERSEDED SURVEY CONTROL
 KR1221
 KR1221  NGVD 29 (??/??/92) 1378.960  (m)         4524.14   (f) ADJ UNCH    1 2
 KR1221
 KR1221.Superseded values are not recommended for survey control.
 KR1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1221.See file dsdata.txt to determine how the superseded data were derived.
 KR1221
 KR1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD581762(NAD 83)
 KR1221_MARKER: DB = BENCH MARK DISK
 KR1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1221_STAMPING: L 307 1947
 KR1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1221+STABILITY: SURFACE MOTION
 KR1221
 KR1221  HISTORY     - Date     Condition        Report By
 KR1221  HISTORY     - 1947     MONUMENTED       CGS
 KR1221  HISTORY     - 20030803 MARK NOT FOUND   USPSQD
 KR1221
 KR1221                          STATION DESCRIPTION
 KR1221
 KR1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KR1221'IN RENO.
 KR1221'AT RENO, AT THE NORTHEAST CORNER OF THE WASHOE COUNTY GOLF COURSE,
 KR1221'50.4 FEET WEST OF THE CENTER LINE OF PLUMAS STREET, 30.9 FEET SOUTH OF
 KR1221'THE CENTER LINE OF URBAN AVENUE, 2.0 FEET SOUTH OF THE NORTH BOUNDARY
 KR1221'FENCE AND AT A CORNER FENCE POST.  SET IN THE TOP OF A CONCRETE POST
 KR1221'PROJECTING 0.4 FOOT ABOVE THE GROUND AND ABOUT 1.4 FEET LOWER THAN THE
 KR1221'SURFACE OF URBAN AVENUE.
 KR1221
 KR1221                          STATION RECOVERY (2003)
 KR1221
 KR1221'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0117 ***********************************************************************
 KP0117  DESIGNATION -  L 31
 KP0117  PID         -  KP0117
 KP0117  STATE/COUNTY-  NV/WHITE PINE
 KP0117  USGS QUAD   -  STEPTOE (1982)
 KP0117
 KP0117                         *CURRENT SURVEY CONTROL
 KP0117  ___________________________________________________________________
 KP0117* NAD 83(1986)-  39 32 50.     (N)    114 50 16.     (W)     SCALED    
 KP0117* NAVD 88     -      1829.874  (meters)    6003.51   (feet)  ADJUSTED  
 KP0117  ___________________________________________________________________
 KP0117  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 KP0117  DYNAMIC HT  -        1827.964 (meters)    5997.25  (feet)  COMP
 KP0117  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 KP0117
 KP0117  VERT ORDER  -  FIRST     CLASS II
 KP0117
 KP0117.The horizontal coordinates were scaled from a topographic map and have
 KP0117.an estimated accuracy of +/- 6 seconds.
 KP0117
 KP0117.The orthometric height was determined by differential leveling
 KP0117.and adjusted by the National Geodetic Survey in June 1991..
 KP0117
 KP0117.The geoid height was determined by GEOID03.
 KP0117
 KP0117.The dynamic height is computed by dividing the NAVD 88
 KP0117.geopotential number by the normal gravity value computed on the
 KP0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0117.degrees latitude (g = 980.6199 gals.).
 KP0117
 KP0117.The modeled gravity was interpolated from observed gravity values.
 KP0117
 KP0117;                    North         East    Units  Estimated Accuracy
 KP0117;SPC NV E     - 8,532,610.      264,080.      MT  (+/- 180 meters Scaled)
 KP0117
 KP0117                          SUPERSEDED SURVEY CONTROL
 KP0117
 KP0117  NGVD 29 (??/??/92) 1828.636  (m)         5999.45   (f) ADJ UNCH    1 2
 KP0117
 KP0117.Superseded values are not recommended for survey control.
 KP0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0117.See file dsdata.txt to determine how the superseded data were derived.
 KP0117
 KP0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD857797(NAD 83)
 KP0117_MARKER: DB = BENCH MARK DISK
 KP0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0117_STAMPING: 5999.450 L 31 1933
 KP0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0117+STABILITY: SURFACE MOTION
 KP0117
 KP0117  HISTORY     - Date     Condition        Report By
 KP0117  HISTORY     - 1933     MONUMENTED       CGS
 KP0117  HISTORY     - 1934     GOOD             NGS
 KP0117
 KP0117                          STATION DESCRIPTION
 KP0117
 KP0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0117'24.7 MI S FROM CHERRY CREEK.
 KP0117'ABOUT 24.7 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM THE
 KP0117'STATION AT CHERRY CREEK, WHITE PINE COUNTY, 94 FEET EAST OF MILEPOST
 KP0117'116, AND ABOUT 45 FEET EAST OF THE CENTER LINE OF THE TRACK.  A
 KP0117'STANDARD DISK, STAMPED 5999.450 L 31 1933 AND SET IN THE TOP OF A
 KP0117'CONCRETE POST PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 KP0117
 KP0117                          STATION RECOVERY (1934)
 KP0117
 KP0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0059 ***********************************************************************
 HP0059  DESIGNATION -  L 311
 HP0059  PID         -  HP0059
 HP0059  STATE/COUNTY-  NV/LINCOLN
 HP0059  USGS QUAD   -  PAHRANAGAT WASH (1980)
 HP0059
 HP0059                         *CURRENT SURVEY CONTROL
 HP0059  ___________________________________________________________________
 HP0059* NAD 83(1986)-  37 04 32.     (N)    114 59 23.     (W)     SCALED    
 HP0059* NAVD 88     -       808.507  (meters)    2652.58   (feet)  ADJUSTED  
 HP0059  ___________________________________________________________________
 HP0059  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 HP0059  DYNAMIC HT  -         807.698 (meters)    2649.92  (feet)  COMP
 HP0059  MODELED GRAV-     979,605.3   (mgal)                       NAVD 88
 HP0059
 HP0059  VERT ORDER  -  SECOND    CLASS 0
 HP0059
 HP0059.The horizontal coordinates were scaled from a topographic map and have
 HP0059.an estimated accuracy of +/- 6 seconds.
 HP0059
 HP0059.The orthometric height was determined by differential leveling
 HP0059.and adjusted by the National Geodetic Survey in June 1991..
 HP0059
 HP0059.The geoid height was determined by GEOID03.
 HP0059
 HP0059.The dynamic height is computed by dividing the NAVD 88
 HP0059.geopotential number by the normal gravity value computed on the
 HP0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0059.degrees latitude (g = 980.6199 gals.).
 HP0059
 HP0059.The modeled gravity was interpolated from observed gravity values.
 HP0059
 HP0059;                    North         East    Units  Estimated Accuracy
 HP0059;SPC NV E     - 8,258,180.      252,780.      MT  (+/- 180 meters Scaled)
 HP0059
 HP0059                          SUPERSEDED SURVEY CONTROL
 HP0059
 HP0059  NGVD 29 (??/??/92)  807.750  (m)         2650.09   (f) ADJ UNCH    2 0
 HP0059
 HP0059.Superseded values are not recommended for survey control.
 HP0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0059.See file dsdata.txt to determine how the superseded data were derived.
 HP0059
 HP0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB787051(NAD 83)
 HP0059_MARKER: DB = BENCH MARK DISK
 HP0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HP0059_SP_SET: CULVERT
 HP0059_STAMPING: L 311 1941
 HP0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0059
 HP0059  HISTORY     - Date     Condition        Report By
 HP0059  HISTORY     - 1941     MONUMENTED       CGS
 HP0059  HISTORY     - 1969     MARK NOT FOUND   USGS
 HP0059
 HP0059                          STATION DESCRIPTION
 HP0059
 HP0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0059'24.0 MI SE FROM ALAMO.
 HP0059'24.0 MILES SOUTHEAST OF, ALONG U.S. HIGHWAY NO. 93 TO REACH FROM POST
 HP0059'OFFICE AT ALAMO.  GO 15.3 MILES SOUTHEASTERLY ALONG U.S. HIGHWAY NO.
 HP0059'93 TO THE EAST END OF LOWER PAHRANAGAT LAKE, THENCE, CONTINUE ALONG
 HP0059'U.S. HIGHWAY NO. 93 8.7 MILES TO THE SITE OF BENCH MARK.  BENCH MARK
 HP0059'IS ABOUT 150.0 FEET NORTH OF A LOW GRAVEL RIDGE, 100.0 FEET SOUTH OF A
 HP0059'SMALL KNOLL COVERED WITH REDDISH AND WHITE BOULDERS, AND IN THE TOP OF
 HP0059'THE NORTH WINGWALL OF THE EAST HEADWALL OF A 30-INCH PIPE HIGHWAY
 HP0059'CULVERT.  IT IS ABOUT 2.0 FEET BELOW THE TOP OF THE PAVEMENT.
 HP0059
 HP0059                          STATION RECOVERY (1969)
 HP0059
 HP0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HP0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0172 ***********************************************************************
 HP0172  DESIGNATION -  L 312
 HP0172  PID         -  HP0172
 HP0172  STATE/COUNTY-  NV/LINCOLN
 HP0172  USGS QUAD   -  ALAMO (1980)
 HP0172
 HP0172                         *CURRENT SURVEY CONTROL
 HP0172  ___________________________________________________________________
 HP0172* NAD 83(1986)-  37 20 27.     (N)    115 08 50.     (W)     SCALED    
 HP0172* NAVD 88     -      1042.188  (meters)    3419.25   (feet)  ADJUSTED  
 HP0172  ___________________________________________________________________
 HP0172  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 HP0172  DYNAMIC HT  -        1041.096 (meters)    3415.66  (feet)  COMP
 HP0172  MODELED GRAV-     979,548.7   (mgal)                       NAVD 88
 HP0172
 HP0172  VERT ORDER  -  SECOND    CLASS 0
 HP0172
 HP0172.The horizontal coordinates were scaled from a topographic map and have
 HP0172.an estimated accuracy of +/- 6 seconds.
 HP0172
 HP0172.The orthometric height was determined by differential leveling
 HP0172.and adjusted by the National Geodetic Survey in June 1991..
 HP0172
 HP0172.The geoid height was determined by GEOID03.
 HP0172
 HP0172.The dynamic height is computed by dividing the NAVD 88
 HP0172.geopotential number by the normal gravity value computed on the
 HP0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0172.degrees latitude (g = 980.6199 gals.).
 HP0172
 HP0172.The modeled gravity was interpolated from observed gravity values.
 HP0172
 HP0172;                    North         East    Units  Estimated Accuracy
 HP0172;SPC NV E     - 8,287,540.      238,640.      MT  (+/- 180 meters Scaled)
 HP0172
 HP0172                          SUPERSEDED SURVEY CONTROL
 HP0172
 HP0172  NGVD 29 (??/??/92) 1041.312  (m)         3416.37   (f) ADJ UNCH    2 0
 HP0172
 HP0172.Superseded values are not recommended for survey control.
 HP0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0172.See file dsdata.txt to determine how the superseded data were derived.
 HP0172
 HP0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB641342(NAD 83)
 HP0172_MARKER: DB = BENCH MARK DISK
 HP0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HP0172_SP_SET: CULVERT
 HP0172_STAMPING: L 312 1941
 HP0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0172
 HP0172  HISTORY     - Date     Condition        Report By
 HP0172  HISTORY     - 1941     MONUMENTED       CGS
 HP0172  HISTORY     - 1968     MARK NOT FOUND   USGS
 HP0172
 HP0172                          STATION DESCRIPTION
 HP0172
 HP0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0172'2.0 MI SE FROM ALAMO.
 HP0172'ABOUT 2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0172'AT ALAMO, LINCOLN COUNTY, AT THE OUTSIDE OF A CURVE, AT THE WEST BASE
 HP0172'OF A SMALL ROCKY HILL, AT A CULVERT, IN THE TOP OF THE NORTH WING WALL
 HP0172'OF THE EAST CONCRETE HEAD WALL, 16.0 FEET EAST OF THE CENTER LINE OF
 HP0172'THE HIGHWAY, AND ABOUT 2.0 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 HP0172'DISK, STAMPED L 312 1941.
 HP0172
 HP0172                          STATION RECOVERY (1968)
 HP0172
 HP0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HP0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0868 ***********************************************************************
 GR0868  DESIGNATION -  L 313
 GR0868  PID         -  GR0868
 GR0868  STATE/COUNTY-  NV/CLARK
 GR0868  USGS QUAD   -  DEAD HORSE RIDGE (1982)
 GR0868
 GR0868                         *CURRENT SURVEY CONTROL
 GR0868  ___________________________________________________________________
 GR0868* NAD 83(1986)-  36 50 48.     (N)    115 17 14.     (W)     SCALED    
 GR0868* NAVD 88     -      1458.082  (meters)    4783.72   (feet)  ADJUSTED  
 GR0868  ___________________________________________________________________
 GR0868  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 GR0868  DYNAMIC HT  -        1456.450 (meters)    4778.37  (feet)  COMP
 GR0868  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 GR0868
 GR0868  VERT ORDER  -  SECOND    CLASS 0
 GR0868
 GR0868.The horizontal coordinates were scaled from a topographic map and have
 GR0868.an estimated accuracy of +/- 6 seconds.
 GR0868
 GR0868.The orthometric height was determined by differential leveling
 GR0868.and adjusted by the National Geodetic Survey in June 1991..
 GR0868
 GR0868.The geoid height was determined by GEOID03.
 GR0868
 GR0868.The dynamic height is computed by dividing the NAVD 88
 GR0868.geopotential number by the normal gravity value computed on the
 GR0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0868.degrees latitude (g = 980.6199 gals.).
 GR0868
 GR0868.The modeled gravity was interpolated from observed gravity values.
 GR0868
 GR0868;                    North         East    Units  Estimated Accuracy
 GR0868;SPC NV E     - 8,232,650.      226,410.      MT  (+/- 180 meters Scaled)
 GR0868
 GR0868                          SUPERSEDED SURVEY CONTROL
 GR0868
 GR0868  NGVD 29 (??/??/92) 1457.172  (m)         4780.74   (f) ADJ UNCH    2 0
 GR0868
 GR0868.Superseded values are not recommended for survey control.
 GR0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0868.See file dsdata.txt to determine how the superseded data were derived.
 GR0868
 GR0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA527792(NAD 83)
 GR0868_MARKER: DB = BENCH MARK DISK
 GR0868_SETTING: 66 = SET IN ROCK OUTCROP
 GR0868_SP_SET: ROCK OUTCROP
 GR0868_STAMPING: L 313 1941
 GR0868_MARK LOGO: CGS   
 GR0868_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR0868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0868+STABILITY: POSITION/ELEVATION WELL
 GR0868
 GR0868  HISTORY     - Date     Condition        Report By
 GR0868  HISTORY     - 1941     MONUMENTED       CGS
 GR0868  HISTORY     - 1973     GOOD             USGS
 GR0868  HISTORY     - 19930309 GOOD             LOCENG
 GR0868
 GR0868                          STATION DESCRIPTION
 GR0868
 GR0868'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR0868'43.0 MI S FROM ALAMO.
 GR0868'ABOUT 12.0 MI SSE ALONG U.S.HWY 93 FROM THE POST OFFICE AT ALAMO,
 GR0868'THENCE 16.6 MI SW ALONG GRADED RD TO THE JCT OF AN ABANDONED RD,
 GR0868'THENCE 8.6 MI SSW ALONG ABANDONED RD TO Y-RD, THENCE 5.8 MI SOUTH ON
 GR0868'BLADED RD, 34 FT EAST OF THE CENTERLINE OF THE RD, IN THE WEST END OF
 GR0868'A 15 FT LONE QUARTZ OUTCROP, ABOUT 3 FT LOWER THAN THE TOP OF THE
 GR0868'OUTCROP AND 3.3 FT HIGHER THAN THE RD. A STD DISK STAMPED L 313 1941.
 GR0868
 GR0868                          STATION RECOVERY (1993)
 GR0868
 GR0868'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 GR0868'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 GR0868'(3.3 FT) WEST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1097 ***********************************************************************
 GR1097  DESIGNATION -  L 314
 GR1097  PID         -  GR1097
 GR1097  STATE/COUNTY-  NV/CLARK
 GR1097  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1097
 GR1097                         *CURRENT SURVEY CONTROL
 GR1097  ___________________________________________________________________
 GR1097* NAD 83(1986)-  36 00 39.     (N)    115 14 06.     (W)     SCALED    
 GR1097* NAVD 88     -       762.734  (meters)    2502.40   (feet)  POSTED    
 GR1097  ___________________________________________________________________
 GR1097  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR1097  DYNAMIC HT  -         761.940 (meters)    2499.80  (feet)  COMP
 GR1097  MODELED GRAV-     979,563.2   (mgal)                       NAVD 88
 GR1097
 GR1097  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR1097
 GR1097.The horizontal coordinates were scaled from a topographic map and have
 GR1097.an estimated accuracy of +/- 6 seconds.
 GR1097
 GR1097.The orthometric height was determined by differential leveling
 GR1097.and adjusted by the National Geodetic Survey in 1992..
 GR1097.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR1097.rate of 1.1 thru 2.0 mm/km.
 GR1097
 GR1097.The geoid height was determined by GEOID03.
 GR1097
 GR1097.The dynamic height is computed by dividing the NAVD 88
 GR1097.geopotential number by the normal gravity value computed on the
 GR1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1097.degrees latitude (g = 980.6199 gals.).
 GR1097
 GR1097.The modeled gravity was interpolated from observed gravity values.
 GR1097
 GR1097;                    North         East    Units  Estimated Accuracy
 GR1097;SPC NV E     - 8,139,930.      231,400.      MT  (+/- 180 meters Scaled)
 GR1097
 GR1097                          SUPERSEDED SURVEY CONTROL
 GR1097
 GR1097  NGVD 29 (??/??/92)  762.000  (m)         2499.99   (f) ADJ UNCH    1 2
 GR1097
 GR1097.Superseded values are not recommended for survey control.
 GR1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1097.See file dsdata.txt to determine how the superseded data were derived.
 GR1097
 GR1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV590865(NAD 83)
 GR1097_MARKER: DB = BENCH MARK DISK
 GR1097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR1097_SP_SET: ABUTMENT
 GR1097_STAMPING: L 314 1949
 GR1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1097
 GR1097  HISTORY     - Date     Condition        Report By
 GR1097  HISTORY     - 1949     MONUMENTED       CGS
 GR1097  HISTORY     - 1957     GOOD             NGS
 GR1097  HISTORY     - 1963     GOOD             NGS
 GR1097  HISTORY     - 1980     MARK NOT FOUND   NGS
 GR1097  HISTORY     - 19961123 MARK NOT FOUND   USPSQD
 GR1097
 GR1097                          STATION DESCRIPTION
 GR1097
 GR1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR1097'12.2 MI S FROM LAS VEGAS.
 GR1097'12.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1097'LAS VEGAS, AT T 22 S, R 60 E, NEAR CENTER OF NORTH HALF OF SECTION 26,
 GR1097'ABOUT 0.45 MILE SOUTH OF THE STATION HOUSE AT ARDEN, ABOUT 2 POLES
 GR1097'NORTH OF MILEPOST 322, AT CONCRETE BRIDGE 322.06, SET IN TOP OF THE
 GR1097'WEST END OF THE NORTH ABUTMENT, 7.6 FEET WEST OF THE WEST RAIL OF THE
 GR1097'MAIN TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 GR1097
 GR1097                          STATION RECOVERY (1963)
 GR1097
 GR1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR1097'RECOVERED IN GOOD CONDITION.
 GR1097
 GR1097                          STATION RECOVERY (1980)
 GR1097
 GR1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1097'THE DISK HAS BEEN REMOVED FROM THE ABUTMENT.
 GR1097
 GR1097                          STATION RECOVERY (1996)
 GR1097
 GR1097'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0872 ***********************************************************************
 FS0872  DESIGNATION -  L 315
 FS0872  PID         -  FS0872
 FS0872  STATE/COUNTY-  NV/CLARK
 FS0872  USGS QUAD   -  BOULDER CITY (1983)
 FS0872
 FS0872                         *CURRENT SURVEY CONTROL
 FS0872  ___________________________________________________________________
 FS0872* NAD 83(1986)-  35 58 17.     (N)    114 50 58.     (W)     SCALED    
 FS0872* NAVD 88     -       748.460  (meters)    2455.57   (feet)  ADJUSTED  
 FS0872  ___________________________________________________________________
 FS0872  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FS0872  DYNAMIC HT  -         747.673 (meters)    2452.99  (feet)  COMP
 FS0872  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 FS0872
 FS0872  VERT ORDER  -  FIRST     CLASS I
 FS0872
 FS0872.The horizontal coordinates were scaled from a topographic map and have
 FS0872.an estimated accuracy of +/- 6 seconds.
 FS0872
 FS0872.The orthometric height was determined by differential leveling
 FS0872.and adjusted by the National Geodetic Survey in June 1991..
 FS0872
 FS0872.The geoid height was determined by GEOID03.
 FS0872
 FS0872.The dynamic height is computed by dividing the NAVD 88
 FS0872.geopotential number by the normal gravity value computed on the
 FS0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0872.degrees latitude (g = 980.6199 gals.).
 FS0872
 FS0872.The modeled gravity was interpolated from observed gravity values.
 FS0872
 FS0872;                    North         East    Units  Estimated Accuracy
 FS0872;SPC NV E     - 8,135,750.      266,190.      MT  (+/- 180 meters Scaled)
 FS0872
 FS0872                          SUPERSEDED SURVEY CONTROL
 FS0872
 FS0872  NGVD 29 (??/??/92)  747.738  (m)         2453.20   (f) ADJ UNCH    1 1
 FS0872
 FS0872.Superseded values are not recommended for survey control.
 FS0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0872.See file dsdata.txt to determine how the superseded data were derived.
 FS0872
 FS0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV939829(NAD 83)
 FS0872_MARKER: DB = BENCH MARK DISK
 FS0872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0872_SP_SET: CONCRETE DOOR
 FS0872_STAMPING: L 315 1950
 FS0872_MARK LOGO: CGS   
 FS0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0872
 FS0872  HISTORY     - Date     Condition        Report By
 FS0872  HISTORY     - 1950     MONUMENTED       CGS
 FS0872  HISTORY     - 1963     GOOD             NGS
 FS0872  HISTORY     - 1981     GOOD             NGS
 FS0872
 FS0872                          STATION DESCRIPTION
 FS0872
 FS0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FS0872'1.2 MI SW FROM BOULDER CITY.
 FS0872'1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 93 FROM THE U.S. BUREAU OF
 FS0872'RECLAMATION ADMINISTRATION BUILDING AT BOULDER CITY, AT BOULDER
 FS0872'CITY AIRPORT, AT THE DESERT SKYWAYS HANGAR, 20.2 FEET SOUTHEAST
 FS0872'OF THE EAST CORNER, IN THE TOP OF THE EAST CONCRETE DOOR STOP,
 FS0872'AND 1.8 FEET ABOVE THE GROUND.
 FS0872
 FS0872                          STATION RECOVERY (1963)
 FS0872
 FS0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0872'RECOVERED IN GOOD CONDITION.
 FS0872
 FS0872                          STATION RECOVERY (1981)
 FS0872
 FS0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1076 ***********************************************************************
 KR1076  DESIGNATION -  L 316
 KR1076  PID         -  KR1076
 KR1076  STATE/COUNTY-  NV/ELKO
 KR1076  USGS QUAD   -  GENOA (1994)
 KR1076
 KR1076                         *CURRENT SURVEY CONTROL
 KR1076  ___________________________________________________________________
 KR1076* NAD 83(1986)-  39 07 03.     (N)    119 46 05.     (W)     SCALED    
 KR1076* NAVD 88     -      1445.85   (+/-2cm)    4743.6    (feet)  VERTCON   
 KR1076  ___________________________________________________________________
 KR1076  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 KR1076
 KR1076  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1076
 KR1076.The horizontal coordinates were scaled from a topographic map and have
 KR1076.an estimated accuracy of +/- 6 seconds.
 KR1076
 KR1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1076.The vertical order pertains to the NGVD 29 superseded value.
 KR1076
 KR1076.The geoid height was determined by GEOID03.
 KR1076
 KR1076;                    North         East    Units  Estimated Accuracy
 KR1076;SPC NV E     - 8,492,990.    -,161,920.      MT  (+/- 180 meters Scaled)
 KR1076
 KR1076                          SUPERSEDED SURVEY CONTROL
 KR1076
 KR1076  NGVD 29 (??/??/92) 1444.715  (m)         4739.87   (f) ADJ UNCH    2 0
 KR1076
 KR1076.Superseded values are not recommended for survey control.
 KR1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1076.See file dsdata.txt to determine how the superseded data were derived.
 KR1076
 KR1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD606334(NAD 83)
 KR1076_MARKER: DB = BENCH MARK DISK
 KR1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1076_STAMPING: L 316
 KR1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1076+STABILITY: SURFACE MOTION
 KR1076
 KR1076  HISTORY     - Date     Condition        Report By
 KR1076  HISTORY     - UNK      MONUMENTED       CGS
 KR1076  HISTORY     - 1970     GOOD             USGS
 KR1076
 KR1076                          STATION DESCRIPTION
 KR1076
 KR1076'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KR1076'0.5 MI SE FROM OWYHEE.
 KR1076'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE GRADE SCHOOL AT
 KR1076'OWYHEE.  2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE POST
 KR1076'OFFICE AT OWYHEE.  AT A CATTLE GUARD AND NORTH-SOUTH FENCE LINE.  31
 KR1076'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  19 FEET NORTH OF THE
 KR1076'NORTHWEST CORNER OF THE CATTLE GUARD.  4 FEET WEST OF THE NORTH-SOUTH
 KR1076'FENCE LINE.  ABOUT 2 FEET HIGHER THAN THE HIGHWAY OPPOSITE THE BENCH
 KR1076'MARK.  SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE THE
 KR1076'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0149 ***********************************************************************
 LS0149  DESIGNATION -  L 317
 LS0149  PID         -  LS0149
 LS0149  STATE/COUNTY-  NV/PERSHING
 LS0149  USGS QUAD   -  WEST OF LOVELOCK (1987)
 LS0149
 LS0149                         *CURRENT SURVEY CONTROL
 LS0149  ___________________________________________________________________
 LS0149* NAD 83(1986)-  40 08 24.     (N)    118 30 08.     (W)     SCALED    
 LS0149* NAVD 88     -      1205.223  (meters)    3954.14   (feet)  ADJUSTED  
 LS0149  ___________________________________________________________________
 LS0149  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 LS0149  DYNAMIC HT  -        1204.259 (meters)    3950.97  (feet)  COMP
 LS0149  MODELED GRAV-     979,784.8   (mgal)                       NAVD 88
 LS0149
 LS0149  VERT ORDER  -  FIRST     CLASS II
 LS0149
 LS0149.The horizontal coordinates were scaled from a topographic map and have
 LS0149.an estimated accuracy of +/- 6 seconds.
 LS0149
 LS0149.The orthometric height was determined by differential leveling
 LS0149.and adjusted by the National Geodetic Survey in June 1991..
 LS0149.WARNING-Repeat measurements at this control monument indicate possible
 LS0149.vertical movement.
 LS0149
 LS0149.The geoid height was determined by GEOID03.
 LS0149
 LS0149.The dynamic height is computed by dividing the NAVD 88
 LS0149.geopotential number by the normal gravity value computed on the
 LS0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0149.degrees latitude (g = 980.6199 gals.).
 LS0149
 LS0149.The modeled gravity was interpolated from observed gravity values.
 LS0149
 LS0149;                    North         East    Units  Estimated Accuracy
 LS0149;SPC NV W     - 4,598,160.      806,910.      MT  (+/- 180 meters Scaled)
 LS0149
 LS0149                          SUPERSEDED SURVEY CONTROL
 LS0149
 LS0149  NGVD 29 (??/??/92) 1204.308  (m)         3951.13   (f) ADJ UNCH    1 2
 LS0149
 LS0149.Superseded values are not recommended for survey control.
 LS0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0149.See file dsdata.txt to determine how the superseded data were derived.
 LS0149
 LS0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE720443(NAD 83)
 LS0149_MARKER: DB = BENCH MARK DISK
 LS0149_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LS0149_SP_SET: HEADWALL
 LS0149_STAMPING: L 317 1951
 LS0149_MARK LOGO: CGS   
 LS0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0149+STABILITY: SURFACE MOTION
 LS0149
 LS0149  HISTORY     - Date     Condition        Report By
 LS0149  HISTORY     - 1951     MONUMENTED       CGS
 LS0149  HISTORY     - 1957     GOOD             NGS
 LS0149  HISTORY     - 1986     GOOD             NGS
 LS0149
 LS0149                          STATION DESCRIPTION
 LS0149
 LS0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LS0149'3.15 MI SW FROM LOVELOCK.
 LS0149'3.15 MILES SOUTHWEST ALONG THE RAILROAD TRACKS FROM THE SOUTHERN
 LS0149'PACIFIC STATION IN LOVELOCK, AT RAILROAD BRIDGE NO. 341.21, 200 FEET
 LS0149'SOUTHEAST OF U.S. HIGHWAY 40, 0.2 MILE NORTHEAST OF MILEPOLE NO. 341,
 LS0149'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL
 LS0149'OF THE BRIDGE OVER A CANAL, 320.5 FEET NORTHEAST OF A SIGN END OF ONE
 LS0149'MILE DOUBLE TRACK, 18 FOOT NORTHWEST OF THE NORTHWEST RAIL OF THE
 LS0149'SOUTHWEST-BOUND TRACK, 7.7 FEET NORTHWEST OF A 2 FOOT BY 6 FOOT SIGN,
 LS0149'1.0 FEET SOUTHWEST OF THE SOUTHWEST OF THE NORTHEAST END OF THE
 LS0149'CONCRETE HEADWALL, AND SET ABOUT 4 FEET LOWER THAN THE TOP OF THE
 LS0149'TRACKS.
 LS0149
 LS0149                          STATION RECOVERY (1957)
 LS0149
 LS0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0149'RECOVERED IN GOOD CONDITION.
 LS0149
 LS0149                          STATION RECOVERY (1986)
 LS0149
 LS0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0149'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 LS0149'MI) SOUTHWEST ALONG CORNELL AVENUE FROM THE INTERSECTION OF MAIN
 LS0149'STREET IN LOVELOCK, THENCE 3.9 KM (2.4 MI) SOUTHWEST ALONG LOWER
 LS0149'VALLEY ROAD (OLD US HIGHWAY 40), 0.13 KM (0.08 MI) NORTHEAST OF
 LS0149'MILEPOST 14, IN TOP AND 0.3 METER (1.0 FT) SOUTHWEST OF THE NORTHEAST
 LS0149'END OF THE NORTHWEST CONCRETE HEADWALL OF THE SOUTHERN PACIFIC COMPANY
 LS0149'RAILRO BRIDGE 341.21, 100.4 METERS (329.5 FT) SOUTHEAST OF THE
 LS0149'CENTERLINE THE OLD HIGHWAY, 2.1 METERS (7.0 FT) NORTHWEST OF THE
 LS0149'NORTHWEST RAIL OF THE NORTHWEST 1 OF 2 SETS OF RAILROAD TRACKS.
 LS0149'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0048 ***********************************************************************
 MU0048  DESIGNATION -  L 318
 MU0048  PID         -  MU0048
 MU0048  STATE/COUNTY-  NV/ELKO
 MU0048  USGS QUAD   -  OWYHEE (1971)
 MU0048
 MU0048                         *CURRENT SURVEY CONTROL
 MU0048  ___________________________________________________________________
 MU0048* NAD 83(1986)-  41 55 31.     (N)    116 04 23.     (W)     SCALED    
 MU0048* NAVD 88     -      1663.970  (meters)    5459.21   (feet)  ADJUSTED  
 MU0048  ___________________________________________________________________
 MU0048  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 MU0048  DYNAMIC HT  -        1662.764 (meters)    5455.25  (feet)  COMP
 MU0048  MODELED GRAV-     979,838.9   (mgal)                       NAVD 88
 MU0048
 MU0048  VERT ORDER  -  SECOND    CLASS 0
 MU0048
 MU0048.The horizontal coordinates were scaled from a topographic map and have
 MU0048.an estimated accuracy of +/- 6 seconds.
 MU0048
 MU0048.The orthometric height was determined by differential leveling
 MU0048.and adjusted by the National Geodetic Survey in June 1991..
 MU0048
 MU0048.The geoid height was determined by GEOID03.
 MU0048
 MU0048.The dynamic height is computed by dividing the NAVD 88
 MU0048.geopotential number by the normal gravity value computed on the
 MU0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0048.degrees latitude (g = 980.6199 gals.).
 MU0048
 MU0048.The modeled gravity was interpolated from observed gravity values.
 MU0048
 MU0048;                    North         East    Units  Estimated Accuracy
 MU0048;SPC NV E     - 8,796,520.      159,380.      MT  (+/- 180 meters Scaled)
 MU0048
 MU0048                          SUPERSEDED SURVEY CONTROL
 MU0048
 MU0048  NGVD 29 (??/??/92) 1662.800  (m)         5455.37   (f) ADJ UNCH    2 0
 MU0048
 MU0048.Superseded values are not recommended for survey control.
 MU0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0048.See file dsdata.txt to determine how the superseded data were derived.
 MU0048
 MU0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG768418(NAD 83)
 MU0048_MARKER: DB = BENCH MARK DISK
 MU0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0048_STAMPING: L 318 1951
 MU0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0048+STABILITY: SURFACE MOTION
 MU0048
 MU0048  HISTORY     - Date     Condition        Report By
 MU0048  HISTORY     - 1951     MONUMENTED       CGS
 MU0048
 MU0048                          STATION DESCRIPTION
 MU0048
 MU0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MU0048'2.3 MI SE FROM OWYHEE.
 MU0048'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE GRADE SCHOOL AT
 MU0048'OWYHEE, THENCE 1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 11A, AT A
 MU0048'CATTLE GUARD, 30 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 20
 MU0048'1/2 FEET SOUTH OF THE CENTER OF A DRAINAGE DITCH, 19.2 FEET NORTH OF
 MU0048'THE NORTHWEST CORNER OF THE CATTLE GUARD, 2.0 FEET WEST OF A NORTH AND
 MU0048'SOUTH FENCE LINE, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 MU0048'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MU0048'0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0589 ***********************************************************************
 MT0589  DESIGNATION -  L 319
 MT0589  PID         -  MT0589
 MT0589  STATE/COUNTY-  NV/ELKO
 MT0589  USGS QUAD   -  MERRITT MOUNTAIN (1986)
 MT0589
 MT0589                         *CURRENT SURVEY CONTROL
 MT0589  ___________________________________________________________________
 MT0589* NAD 83(1986)-  41 46 26.     (N)    115 47 25.     (W)     SCALED    
 MT0589* NAVD 88     -      1988.593  (meters)    6524.24   (feet)  ADJUSTED  
 MT0589  ___________________________________________________________________
 MT0589  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 MT0589  DYNAMIC HT  -        1986.991 (meters)    6518.99  (feet)  COMP
 MT0589  MODELED GRAV-     979,745.4   (mgal)                       NAVD 88
 MT0589
 MT0589  VERT ORDER  -  SECOND    CLASS 0
 MT0589
 MT0589.The horizontal coordinates were scaled from a topographic map and have
 MT0589.an estimated accuracy of +/- 6 seconds.
 MT0589
 MT0589.The orthometric height was determined by differential leveling
 MT0589.and adjusted by the National Geodetic Survey in June 1991..
 MT0589
 MT0589.The geoid height was determined by GEOID03.
 MT0589
 MT0589.The dynamic height is computed by dividing the NAVD 88
 MT0589.geopotential number by the normal gravity value computed on the
 MT0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0589.degrees latitude (g = 980.6199 gals.).
 MT0589
 MT0589.The modeled gravity was interpolated from observed gravity values.
 MT0589
 MT0589;                    North         East    Units  Estimated Accuracy
 MT0589;SPC NV E     - 8,779,610.      182,800.      MT  (+/- 180 meters Scaled)
 MT0589
 MT0589                          SUPERSEDED SURVEY CONTROL
 MT0589
 MT0589  NGVD 29 (??/??/92) 1987.322  (m)         6520.07   (f) ADJ UNCH    2 0
 MT0589
 MT0589.Superseded values are not recommended for survey control.
 MT0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0589.See file dsdata.txt to determine how the superseded data were derived.
 MT0589
 MT0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG005253(NAD 83)
 MT0589_MARKER: DB = BENCH MARK DISK
 MT0589_SETTING: 66 = SET IN ROCK OUTCROP
 MT0589_SP_SET: SET IN ROCK OUTCROP
 MT0589_STAMPING: L 319 1951
 MT0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0589+STABILITY: POSITION/ELEVATION WELL
 MT0589
 MT0589  HISTORY     - Date     Condition        Report By
 MT0589  HISTORY     - 1951     MONUMENTED       CGS
 MT0589
 MT0589                          STATION DESCRIPTION
 MT0589
 MT0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0589'13.3 MI E FROM MOUNTAIN CITY.
 MT0589'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0589'MOUNTAIN CITY, THENCE 12.3 MILES EAST ALONG A GRAVEL ROAD, 0.5 MILES
 MT0589'SOUTHWEST OF A T ROAD JUNCTION OF A ROAD LEADING EAST TO THE GOLD
 MT0589'CREEK RANGER STATION AND JARBIDGE, 317 1/2 FEET EAST OF A Y JUNCTION
 MT0589'OF A ROAD LEADING SOUTH, IN THE TOP OF THE NORTHEAST EDGE OF A LARGE,
 MT0589'LONE OUTCROP, 51 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT
 MT0589'2 1/2 FEET HIGHER THAN THE ROAD, AND MARKED WITH WHITE PAINTED LETTERS
 MT0589'B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0163 ***********************************************************************
 KP0163  DESIGNATION -  L 32
 KP0163  PID         -  KP0163
 KP0163  STATE/COUNTY-  NV/WHITE PINE
 KP0163  USGS QUAD   -  PRESTON RESERVOIR (1990)
 KP0163
 KP0163                         *CURRENT SURVEY CONTROL
 KP0163  ___________________________________________________________________
 KP0163* NAD 83(1986)-  39 04 56.     (N)    115 04 41.     (W)     SCALED    
 KP0163* NAVD 88     -      1887.247  (meters)    6191.74   (feet)  ADJUSTED  
 KP0163  ___________________________________________________________________
 KP0163  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 KP0163  DYNAMIC HT  -        1885.233 (meters)    6185.14  (feet)  COMP
 KP0163  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 KP0163
 KP0163  VERT ORDER  -  FIRST     CLASS II
 KP0163
 KP0163.The horizontal coordinates were scaled from a topographic map and have
 KP0163.an estimated accuracy of +/- 6 seconds.
 KP0163
 KP0163.The orthometric height was determined by differential leveling
 KP0163.and adjusted by the National Geodetic Survey in June 1991..
 KP0163
 KP0163.The geoid height was determined by GEOID03.
 KP0163
 KP0163.The dynamic height is computed by dividing the NAVD 88
 KP0163.geopotential number by the normal gravity value computed on the
 KP0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0163.degrees latitude (g = 980.6199 gals.).
 KP0163
 KP0163.The modeled gravity was interpolated from observed gravity values.
 KP0163
 KP0163;                    North         East    Units  Estimated Accuracy
 KP0163;SPC NV E     - 8,480,850.      243,720.      MT  (+/- 180 meters Scaled)
 KP0163
 KP0163                          SUPERSEDED SURVEY CONTROL
 KP0163
 KP0163  NGVD 29 (??/??/92) 1886.013  (m)         6187.69   (f) ADJ UNCH    1 2
 KP0163
 KP0163.Superseded values are not recommended for survey control.
 KP0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0163.See file dsdata.txt to determine how the superseded data were derived.
 KP0163
 KP0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD662276(NAD 83)
 KP0163_MARKER: DB = BENCH MARK DISK
 KP0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0163_STAMPING: 6187.694 L 32 1933
 KP0163_MARK LOGO: CGS   
 KP0163_PROJECTION: PROJECTING 15 CENTIMETERS
 KP0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0163+STABILITY: SURFACE MOTION
 KP0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0163+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 KP0163
 KP0163  HISTORY     - Date     Condition        Report By
 KP0163  HISTORY     - 1933     MONUMENTED       CGS
 KP0163  HISTORY     - 1934     GOOD             NGS
 KP0163  HISTORY     - 1984     GOOD             NGS
 KP0163  HISTORY     - 20020802 GOOD             NVGS
 KP0163  HISTORY     - 20060914 GOOD             NVGS
 KP0163
 KP0163                          STATION DESCRIPTION
 KP0163
 KP0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0163'17.5 MI SW FROM ELY.
 KP0163'ABOUT 17.5 MILES SOUTHWEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4
 KP0163'FROM ELY, WHITE PINE COUNTY, ABOUT 39 FEET EAST OF THE CENTER LINE OF
 KP0163'THE OLD HIGHWAY.  A STANDARD DISK, STAMPED 6187.694 L 32 1933 AND SET
 KP0163'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 KP0163
 KP0163                          STATION RECOVERY (1934)
 KP0163
 KP0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0163'RECOVERED IN GOOD CONDITION.
 KP0163
 KP0163                          STATION RECOVERY (1984)
 KP0163
 KP0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0163'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 KP0163'28.5 KM (17.7 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 KP0163'US HIGHWAY 93 AT ELY, 0.4 KM (0.25 MI) NORTHEAST OF MILEPOST 20,
 KP0163'21.8 METERS (71.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE AND
 KP0163'39.3 METERS (129 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 KP0163'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 KP0163'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 KP0163
 KP0163                          STATION RECOVERY (2002)
 KP0163
 KP0163'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 KP0163'RECOVERED IN GOOD CONDITION.
 KP0163
 KP0163                          STATION RECOVERY (2006)
 KP0163
 KP0163'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2006 (DRH)
 KP0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0358 ***********************************************************************
 JR0358  DESIGNATION -  L 320
 JR0358  PID         -  JR0358
 JR0358  STATE/COUNTY-  NV/LYON
 JR0358  USGS QUAD   -  YERINGTON (1986)
 JR0358
 JR0358                         *CURRENT SURVEY CONTROL
 JR0358  ___________________________________________________________________
 JR0358* NAD 83(1986)-  38 56 05.     (N)    119 11 33.     (W)     SCALED    
 JR0358* NAVD 88     -      1351.90   (+/-2cm)    4435.4    (feet)  VERTCON   
 JR0358  ___________________________________________________________________
 JR0358  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 JR0358
 JR0358  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0358
 JR0358.The horizontal coordinates were scaled from a topographic map and have
 JR0358.an estimated accuracy of +/- 6 seconds.
 JR0358
 JR0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0358.The vertical order pertains to the NGVD 29 superseded value.
 JR0358
 JR0358.The geoid height was determined by GEOID03.
 JR0358
 JR0358;                    North         East    Units  Estimated Accuracy
 JR0358;SPC NV W     - 4,464,530.      747,190.      MT  (+/- 180 meters Scaled)
 JR0358
 JR0358                          SUPERSEDED SURVEY CONTROL
 JR0358
 JR0358  NGVD 29 (??/??/92) 1350.830  (m)         4431.85   (f) ADJ UNCH    2 0
 JR0358
 JR0358.Superseded values are not recommended for survey control.
 JR0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0358.See file dsdata.txt to determine how the superseded data were derived.
 JR0358
 JR0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD099118(NAD 83)
 JR0358_MARKER: DB = BENCH MARK DISK
 JR0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0358_STAMPING: L 320 1951
 JR0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0358+STABILITY: SURFACE MOTION
 JR0358
 JR0358  HISTORY     - Date     Condition        Report By
 JR0358  HISTORY     - 1951     MONUMENTED       CGS
 JR0358  HISTORY     - 1984     MARK NOT FOUND   USGS
 JR0358
 JR0358                          STATION DESCRIPTION
 JR0358
 JR0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JR0358'1 MI S FROM MASON.
 JR0358'1.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 JR0358'MASON, AT A POINT WHERE THE ROAD CROSSES OVER AN OLD RAILROAD
 JR0358'BED, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH AND A DIRT
 JR0358'ROAD LEADING WEST, 55 FET SOUTHWEST OF A TELEPHONE POLE, 40
 JR0358'FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A
 JR0358'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JR0358'0.6 FEET ABOVE THE GROUND.
 JR0358
 JR0358                          STATION RECOVERY (1984)
 JR0358
 JR0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JR0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0555 ***********************************************************************
 KR0555  DESIGNATION -  L 321
 KR0555  PID         -  KR0555
 KR0555  STATE/COUNTY-  NV/CHURCHILL
 KR0555  USGS QUAD   -  SODA LAKE WEST (1985)
 KR0555
 KR0555                         *CURRENT SURVEY CONTROL
 KR0555  ___________________________________________________________________
 KR0555* NAD 83(1986)-  39 30 49.     (N)    118 56 22.     (W)     SCALED    
 KR0555* NAVD 88     -      1228.348  (meters)    4030.01   (feet)  ADJUSTED  
 KR0555  ___________________________________________________________________
 KR0555  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 KR0555  DYNAMIC HT  -        1227.289 (meters)    4026.53  (feet)  COMP
 KR0555  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 KR0555
 KR0555  VERT ORDER  -  FIRST     CLASS II
 KR0555
 KR0555.The horizontal coordinates were scaled from a topographic map and have
 KR0555.an estimated accuracy of +/- 6 seconds.
 KR0555
 KR0555.The orthometric height was determined by differential leveling
 KR0555.and adjusted by the National Geodetic Survey in June 1991..
 KR0555.WARNING-Repeat measurements at this control monument indicate possible
 KR0555.vertical movement.
 KR0555
 KR0555.The geoid height was determined by GEOID03.
 KR0555
 KR0555.The dynamic height is computed by dividing the NAVD 88
 KR0555.geopotential number by the normal gravity value computed on the
 KR0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0555.degrees latitude (g = 980.6199 gals.).
 KR0555
 KR0555.The modeled gravity was interpolated from observed gravity values.
 KR0555
 KR0555;                    North         East    Units  Estimated Accuracy
 KR0555;SPC NV W     - 4,528,680.      769,380.      MT  (+/- 180 meters Scaled)
 KR0555
 KR0555                          SUPERSEDED SURVEY CONTROL
 KR0555
 KR0555  NGVD 29 (??/??/92) 1227.389  (m)         4026.86   (f) ADJ UNCH    1 2
 KR0555
 KR0555.Superseded values are not recommended for survey control.
 KR0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0555.See file dsdata.txt to determine how the superseded data were derived.
 KR0555
 KR0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD332755(NAD 83)
 KR0555_MARKER: DB = BENCH MARK DISK
 KR0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0555_SP_SET: CONCRETE POST
 KR0555_STAMPING: L 321 1951
 KR0555_MARK LOGO: CGS   
 KR0555_PROJECTION: PROJECTING 30 CENTIMETERS
 KR0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0555+STABILITY: SURFACE MOTION
 KR0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0555+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 KR0555
 KR0555  HISTORY     - Date     Condition        Report By
 KR0555  HISTORY     - 1951     MONUMENTED       CGS
 KR0555  HISTORY     - 1986     GOOD             NGS
 KR0555  HISTORY     - 20011030 GOOD             NVGS
 KR0555  HISTORY     - 20050124 GOOD             NGS
 KR0555
 KR0555                          STATION DESCRIPTION
 KR0555
 KR0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR0555'9.2 MI NW FROM FALLON.
 KR0555'9.2 MILES NORTHWEST ALONG THE U. S. HIGHWAY 95 AND 50 FROM THE POST
 KR0555'OFFICE AT FALLON, AT A Y JUNCTION OF THE HIGHWAY, 89 FEET NORTH OF THE
 KR0555'CENTER LINE OF THE HIGHWAY, 51.5 FEET SOUTH OF THE CENTER LINE OF THE
 KR0555'RAILROAD TRACK, 7 FEET SOUTHEAST OF TELEPHONE POLE NO. 295, 2.5 FEET
 KR0555'WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 KR0555'PROJECTING 0.8 FEET ABOVE THE GROUND.
 KR0555
 KR0555                          STATION RECOVERY (1986)
 KR0555
 KR0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0555'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.40 KM (0.25
 KR0555'MI) NORTH ALONG US ALTERNATE HIGHWAY 95 AND US ALTERNATE HIGHWAY 50
 KR0555'FROM THE POST OFFICE IN FERNLEY, THENCE 29.9 KM (18.6 MI) EASTERLY
 KR0555'ALONG US ALTERNATE HIGHWAY 50, NEAR THE NORTHWEST CORNER OF A TRIANGLE
 KR0555'FORMED BY THE JUNCTION OF US ALTERNATE HIGHWAY 50 AND US HIGHWAY 50,
 KR0555'ABOUT 30 METERS (100 FT) NORTHWEST OF MILEPOST 295, 27.1 METERS (89
 KR0555'FT) NORTHEAST OF THE CENTERLINE OF US ALTERNATE HIGHWAY 50, 14.6
 KR0555'METERS (48 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC
 KR0555'COMPANY RAILROAD.
 KR0555'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KR0555'THE MARK IS 0.6 M BELOW THE RAILROAD.
 KR0555
 KR0555                          STATION RECOVERY (2001)
 KR0555
 KR0555'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR0555'RECOVERED IN GOOD CONDITION.
 KR0555
 KR0555                          STATION RECOVERY (2005)
 KR0555
 KR0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 KR0555'RAILROAD IS NOW PART OF UNION PACIFIC SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0405 ***********************************************************************
 MT0405  DESIGNATION -  L 322
 MT0405  PID         -  MT0405
 MT0405  STATE/COUNTY-  NV/ELKO
 MT0405  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0405
 MT0405                         *CURRENT SURVEY CONTROL
 MT0405  ___________________________________________________________________
 MT0405* NAD 83(1986)-  41 59 23.     (N)    115 24 43.     (W)     SCALED    
 MT0405* NAVD 88     -      1638.019  (meters)    5374.07   (feet)  ADJUSTED  
 MT0405  ___________________________________________________________________
 MT0405  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 MT0405  DYNAMIC HT  -        1636.785 (meters)    5370.02  (feet)  COMP
 MT0405  MODELED GRAV-     979,811.2   (mgal)                       NAVD 88
 MT0405
 MT0405  VERT ORDER  -  SECOND    CLASS 0
 MT0405
 MT0405.The horizontal coordinates were scaled from a topographic map and have
 MT0405.an estimated accuracy of +/- 6 seconds.
 MT0405
 MT0405.The orthometric height was determined by differential leveling
 MT0405.and adjusted by the National Geodetic Survey in June 1991..
 MT0405
 MT0405.The geoid height was determined by GEOID03.
 MT0405
 MT0405.The dynamic height is computed by dividing the NAVD 88
 MT0405.geopotential number by the normal gravity value computed on the
 MT0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0405.degrees latitude (g = 980.6199 gals.).
 MT0405
 MT0405.The modeled gravity was interpolated from observed gravity values.
 MT0405
 MT0405;                    North         East    Units  Estimated Accuracy
 MT0405;SPC NV E     - 8,803,570.      214,200.      MT  (+/- 180 meters Scaled)
 MT0405
 MT0405                          SUPERSEDED SURVEY CONTROL
 MT0405
 MT0405  NGVD 29 (??/??/92) 1636.834  (m)         5370.18   (f) ADJ UNCH    2 0
 MT0405
 MT0405.Superseded values are not recommended for survey control.
 MT0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0405.See file dsdata.txt to determine how the superseded data were derived.
 MT0405
 MT0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG315498(NAD 83)
 MT0405_MARKER: DB = BENCH MARK DISK
 MT0405_SETTING: 80 = SET IN A BOULDER
 MT0405_STAMPING: L 322 1951
 MT0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0405+STABILITY: SURFACE MOTION
 MT0405
 MT0405  HISTORY     - Date     Condition        Report By
 MT0405  HISTORY     - 1951     MONUMENTED       CGS
 MT0405
 MT0405                          STATION DESCRIPTION
 MT0405
 MT0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0405'8.7 MI N FROM JARBIDGE.
 MT0405'8.7 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE IN JARBIDGE,
 MT0405'0.6 MILES SOUTH OF THE IDAHO STATE LINE, SET IN THE TOP OF THE EAST
 MT0405'ONE OF TWO LARGE BOULDERS AT THE JARBIDGE RIVER, 14 1/2 FEET SOUTHWEST
 MT0405'OF THE CENTER LINE OF THE ROAD, ABOUT 10 FEET ABOVE THE WATER, 7.0
 MT0405'FEET EAST OF THE WEST EDGE OF THE BOULDER, 4.0 FEET SOUTHWEST OF AN
 MT0405'18-INCH CEDAR TREE MARKED WITH A WHITE TRIANGLE PAINTED BLAZE, ABOUT
 MT0405'ONE FOOT LOWER THAN THE ROAD, AND MARKED WITH WHITE PAINTED LETTERS B
 MT0405'M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0975 ***********************************************************************
 KR0975  DESIGNATION -  L 323
 KR0975  PID         -  KR0975
 KR0975  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0975  USGS QUAD   -  CARSON CITY (1994)
 KR0975
 KR0975                         *CURRENT SURVEY CONTROL
 KR0975  ___________________________________________________________________
 KR0975* NAD 83(1986)-  39 11 34.     (N)    119 45 17.     (W)     SCALED    
 KR0975* NAVD 88     -      1432.73   (+/-2cm)    4700.5    (feet)  VERTCON   
 KR0975  ___________________________________________________________________
 KR0975  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KR0975
 KR0975  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0975
 KR0975.The horizontal coordinates were scaled from a topographic map and have
 KR0975.an estimated accuracy of +/- 6 seconds.
 KR0975
 KR0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0975.The vertical order pertains to the NGVD 29 superseded value.
 KR0975
 KR0975.The geoid height was determined by GEOID03.
 KR0975
 KR0975;                    North         East    Units  Estimated Accuracy
 KR0975;SPC NV W     - 4,493,650.      698,810.      MT  (+/- 180 meters Scaled)
 KR0975
 KR0975                          SUPERSEDED SURVEY CONTROL
 KR0975
 KR0975  NGVD 29 (??/??/92) 1431.62   (m)         4696.9    (f) COMPUTED    1 2
 KR0975
 KR0975.Superseded values are not recommended for survey control.
 KR0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0975.See file dsdata.txt to determine how the superseded data were derived.
 KR0975
 KR0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD620417(NAD 83)
 KR0975_MARKER: DD = SURVEY DISK
 KR0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0975_STAMPING: L 323
 KR0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0975+STABILITY: SURFACE MOTION
 KR0975
 KR0975  HISTORY     - Date     Condition        Report By
 KR0975  HISTORY     - UNK      MONUMENTED       NVDH
 KR0975  HISTORY     - 1953     GOOD             NGS
 KR0975
 KR0975                          STATION DESCRIPTION
 KR0975
 KR0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0975'2.1 MI NE FROM CARSON CITY.
 KR0975'1.0 MILE NORTH ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT CARSON
 KR0975'CITY, THENCE 1.1 MILES NORTHEAST ALONG AN ASPHALT ROAD, ABOUT 0.1 MILE
 KR0975'SOUTHWEST OF CARSON HOT SPRINGS, 80 YARDS NORTHEAST OF BENCH MARK Q
 KR0975'316, 169 FEET WEST OF THE CENTER OF THE NORTH END OF A 24-INCH
 KR0975'CORRUGATED METAL PIPE CULVERT, 29.4 FEET NORTH OF THE CENTER LINE OF
 KR0975'THE ROAD, 6 1/2 FEET EAST OF A RIGHT-OF-WAY MARKER, ABOUT 3 FEET LOWER
 KR0975'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 KR0975'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0011 ***********************************************************************
 MT0011  DESIGNATION -  L 323
 MT0011  PID         -  MT0011
 MT0011  STATE/COUNTY-  NV/ELKO
 MT0011  USGS QUAD   -  STRATTON SPRING (1989)
 MT0011
 MT0011                         *CURRENT SURVEY CONTROL
 MT0011  ___________________________________________________________________
 MT0011* NAD 83(1986)-  41 57 08.     (N)    114 21 55.     (W)     SCALED    
 MT0011* NAVD 88     -      1781.244  (meters)    5843.96   (feet)  ADJUSTED  
 MT0011  ___________________________________________________________________
 MT0011  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 MT0011  DYNAMIC HT  -        1779.924 (meters)    5839.63  (feet)  COMP
 MT0011  MODELED GRAV-     979,818.1   (mgal)                       NAVD 88
 MT0011
 MT0011  VERT ORDER  -  SECOND    CLASS 0
 MT0011
 MT0011.The horizontal coordinates were scaled from a topographic map and have
 MT0011.an estimated accuracy of +/- 6 seconds.
 MT0011
 MT0011.The orthometric height was determined by differential leveling
 MT0011.and adjusted by the National Geodetic Survey in June 1991..
 MT0011
 MT0011.The geoid height was determined by GEOID03.
 MT0011
 MT0011.The dynamic height is computed by dividing the NAVD 88
 MT0011.geopotential number by the normal gravity value computed on the
 MT0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0011.degrees latitude (g = 980.6199 gals.).
 MT0011
 MT0011.The modeled gravity was interpolated from observed gravity values.
 MT0011
 MT0011;                    North         East    Units  Estimated Accuracy
 MT0011;SPC NV E     - 8,800,110.      300,980.      MT  (+/- 180 meters Scaled)
 MT0011
 MT0011                          SUPERSEDED SURVEY CONTROL
 MT0011
 MT0011  NGVD 29 (??/??/92) 1780.095  (m)         5840.19   (f) ADJ UNCH    2 0
 MT0011
 MT0011.Superseded values are not recommended for survey control.
 MT0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0011.See file dsdata.txt to determine how the superseded data were derived.
 MT0011
 MT0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG183478(NAD 83)
 MT0011_MARKER: DB = BENCH MARK DISK
 MT0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0011_STAMPING: L 323 1951
 MT0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0011+STABILITY: SURFACE MOTION
 MT0011
 MT0011  HISTORY     - Date     Condition        Report By
 MT0011  HISTORY     - 1951     MONUMENTED       CGS
 MT0011
 MT0011                          STATION DESCRIPTION
 MT0011
 MT0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0011'23 MI NE FROM SAN JACINTO.
 MT0011'23 MILES NORTHEAST, AT THE BOTTOM OF A GRADE ON THE OUTSIDE OF A SHARP
 MT0011'CURVE, AT THE Y JUNCTIONS OF A TRACK ROAD LEADING EAST AND ANOTHER
 MT0011'TRACK ROAD LEADING SOUTH THROUGH A FENCE, AT A RIGHT ANGLE IN THE
 MT0011'FENCE, 30 1/2 FEET WEST OF THE APPROXIMATE CENTER OF A WIRE GATE
 MT0011'ACROSS THE TRACK ROAD LEADING SOUTH, 3.7 FEET NORTHEAST OF A FENCE
 MT0011'CORNER POST, 2.3 FEET SOUTH OF A WITNESS POST, AND ABOUT LEVEL WITH
 MT0011'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MT0011'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1111 ***********************************************************************
 KR1111  DESIGNATION -  L 323
 KR1111  PID         -  KR1111
 KR1111  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1111  USGS QUAD   -  CARSON CITY (1994)
 KR1111
 KR1111                         *CURRENT SURVEY CONTROL
 KR1111  ___________________________________________________________________
 KR1111* NAD 83(1986)-  39 09 04.     (N)    119 46 00.     (W)     SCALED    
 KR1111* NAVD 88     -      1419.45   (+/-2cm)    4657.0    (feet)  VERTCON   
 KR1111  ___________________________________________________________________
 KR1111  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 KR1111
 KR1111  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1111
 KR1111.The horizontal coordinates were scaled from a topographic map and have
 KR1111.an estimated accuracy of +/- 6 seconds.
 KR1111
 KR1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1111.The vertical order pertains to the NGVD 29 superseded value.
 KR1111
 KR1111.The geoid height was determined by GEOID03.
 KR1111
 KR1111;                    North         East    Units  Estimated Accuracy
 KR1111;SPC NV W     - 4,489,040.      697,720.      MT  (+/- 180 meters Scaled)
 KR1111
 KR1111                          SUPERSEDED SURVEY CONTROL
 KR1111
 KR1111  NGVD 29 (??/??/92) 1418.32   (m)         4653.3    (f) COMPUTED    1 2
 KR1111
 KR1111.Superseded values are not recommended for survey control.
 KR1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1111.See file dsdata.txt to determine how the superseded data were derived.
 KR1111
 KR1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD609371(NAD 83)
 KR1111_MARKER: DB = BENCH MARK DISK
 KR1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1111_STAMPING: L 323 1951
 KR1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1111+STABILITY: SURFACE MOTION
 KR1111
 KR1111  HISTORY     - Date     Condition        Report By
 KR1111  HISTORY     - 1951     MONUMENTED       CGS
 KR1111  HISTORY     - 1969     GOOD             NGS
 KR1111  HISTORY     - 20030908 MARK NOT FOUND   USPSQD
 KR1111
 KR1111                          STATION DESCRIPTION
 KR1111
 KR1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR1111'0.8 MI S FROM CARSON CITY.
 KR1111'ABOUT 0.8 MILES SOUTH ALONG U. S. HIGHWAY 395 FROM THE STATE CAPITOL
 KR1111'AT CARSON CITY, 73.2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 27
 KR1111'FEET SOUTH OF A T IN A FENCE LINE, 26 FEET EAST OF THE EAST EDGE OF AN
 KR1111'ASPHALT SIDEWALK, 3 FEET NORTH OF TELEGRAPH POLE NO. 15, 2.2 FEET WEST
 KR1111'OF A WIRE FENCE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT ONE FOOT
 KR1111'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KR1111'PROJECTING 0.1 FEET ABOVE THE GROUND.
 KR1111
 KR1111                          STATION RECOVERY (1969)
 KR1111
 KR1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KR1111'RECOVERED IN GOOD CONDITION.
 KR1111
 KR1111                          STATION RECOVERY (2003)
 KR1111
 KR1111'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1111'DESCRIPTION INADAQUATE. NO REFERENCE MARKS FOUND. ROAD WIDNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0483 ***********************************************************************
 JR0483  DESIGNATION -  L 324
 JR0483  PID         -  JR0483
 JR0483  STATE/COUNTY-  NV/DOUGLAS
 JR0483  USGS QUAD   -  MINDEN (1982)
 JR0483
 JR0483                         *CURRENT SURVEY CONTROL
 JR0483  ___________________________________________________________________
 JR0483* NAD 83(1986)-  38 56 54.     (N)    119 50 31.     (W)     SCALED    
 JR0483* NAVD 88     -      1451.70   (+/-2cm)    4762.8    (feet)  VERTCON   
 JR0483  ___________________________________________________________________
 JR0483  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 JR0483
 JR0483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0483
 JR0483.The horizontal coordinates were scaled from a topographic map and have
 JR0483.an estimated accuracy of +/- 6 seconds.
 JR0483
 JR0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0483.The vertical order pertains to the NGVD 29 superseded value.
 JR0483
 JR0483.The geoid height was determined by GEOID03.
 JR0483
 JR0483;                    North         East    Units  Estimated Accuracy
 JR0483;SPC NV W     - 4,466,620.      690,900.      MT  (+/- 180 meters Scaled)
 JR0483
 JR0483                          SUPERSEDED SURVEY CONTROL
 JR0483
 JR0483  NGVD 29 (??/??/92) 1450.529  (m)         4758.94   (f) ADJ UNCH    2 0
 JR0483
 JR0483.Superseded values are not recommended for survey control.
 JR0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0483.See file dsdata.txt to determine how the superseded data were derived.
 JR0483
 JR0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD537148(NAD 83)
 JR0483_MARKER: DD = SURVEY DISK
 JR0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0483_STAMPING: L 324
 JR0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0483+STABILITY: SURFACE MOTION
 JR0483
 JR0483  HISTORY     - Date     Condition        Report By
 JR0483  HISTORY     - UNK      MONUMENTED       NVDH
 JR0483  HISTORY     - 1951     GOOD             NGS
 JR0483
 JR0483                          STATION DESCRIPTION
 JR0483
 JR0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0483'4 MI S FROM GENOA.
 JR0483'4.0 MILES SOUTH ALONG FOOTHILL ROAD FROM THE GENERAL STORE IN
 JR0483'GENOA, 0.4 MILES NORTH OF BENCH MARK B 324, 0.1 MILES NORTH OF
 JR0483'A DEEP WASH RUNNING EAST AND WEST, ON THE TOP OF A SMALL RISE,
 JR0483'ABOUT 0.1 MILES SOUTHWEST OF A RANCH HOUSE SURROUNDED BY TREES,
 JR0483'0.15 MILES SOUTH OF A DRIVEWAY LEADING EAST TO A RANCH, 34 1/2
 JR0483'FEET EAST OF THE CENTER LINE OF THE ROAD, 5.7 FEET WEST OF A
 JR0483'HIGHWAY DEPARTMENT WOODEN POST, ABOUT 2 1/2 FEET HIGHER THAN THE
 JR0483'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JR0483'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0614 ***********************************************************************
 MT0614  DESIGNATION -  L 326
 MT0614  PID         -  MT0614
 MT0614  STATE/COUNTY-  NV/ELKO
 MT0614  USGS QUAD   -  BIG TABLE (1986)
 MT0614
 MT0614                         *CURRENT SURVEY CONTROL
 MT0614  ___________________________________________________________________
 MT0614* NAD 83(1986)-  41 54 59.     (N)    115 40 07.     (W)     SCALED    
 MT0614* NAVD 88     -      1633.906  (meters)    5360.57   (feet)  ADJUSTED  
 MT0614  ___________________________________________________________________
 MT0614  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 MT0614  DYNAMIC HT  -        1632.715 (meters)    5356.67  (feet)  COMP
 MT0614  MODELED GRAV-     979,835.8   (mgal)                       NAVD 88
 MT0614
 MT0614  VERT ORDER  -  SECOND    CLASS 0
 MT0614
 MT0614.The horizontal coordinates were scaled from a topographic map and have
 MT0614.an estimated accuracy of +/- 6 seconds.
 MT0614
 MT0614.The orthometric height was determined by differential leveling
 MT0614.and adjusted by the National Geodetic Survey in June 1991..
 MT0614
 MT0614.The geoid height was determined by GEOID03.
 MT0614
 MT0614.The dynamic height is computed by dividing the NAVD 88
 MT0614.geopotential number by the normal gravity value computed on the
 MT0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0614.degrees latitude (g = 980.6199 gals.).
 MT0614
 MT0614.The modeled gravity was interpolated from observed gravity values.
 MT0614
 MT0614;                    North         East    Units  Estimated Accuracy
 MT0614;SPC NV E     - 8,795,420.      192,930.      MT  (+/- 180 meters Scaled)
 MT0614
 MT0614                          SUPERSEDED SURVEY CONTROL
 MT0614
 MT0614  NGVD 29 (??/??/92) 1632.745  (m)         5356.76   (f) ADJ UNCH    2 0
 MT0614
 MT0614.Superseded values are not recommended for survey control.
 MT0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0614.See file dsdata.txt to determine how the superseded data were derived.
 MT0614
 MT0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG104413(NAD 83)
 MT0614_MARKER: DB = BENCH MARK DISK
 MT0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0614_STAMPING: L 326 1951
 MT0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0614+STABILITY: SURFACE MOTION
 MT0614
 MT0614  HISTORY     - Date     Condition        Report By
 MT0614  HISTORY     - 1951     MONUMENTED       CGS
 MT0614
 MT0614                          STATION DESCRIPTION
 MT0614
 MT0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0614'31.7 MI W FROM JARBIDGE.
 MT0614'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0614'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0614'THENCE 21.5 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0614'CREEK RANGER STATION, 0.55 MILES NORTHEAST OF THE BRUNEAU RIVER, AT
 MT0614'THE SUMMIT OF A STEEP GRADE, AT THE SOUTH CORNER OF A TRIANGLE FORMED
 MT0614'BY THE Y JUNCTION OF A DIRT ROAD LEADING NORTH TO ROWLAND, 60.4 FEET
 MT0614'SOUTH OF A SIGN READING JARBIDGE 27 - ROWLAND 3 IN., 24 1/2 FEET
 MT0614'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET NORTHWEST OF A
 MT0614'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 MT0614'FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0036 ***********************************************************************
 MT0036  DESIGNATION -  L 327
 MT0036  PID         -  MT0036
 MT0036  STATE/COUNTY-  NV/ELKO
 MT0036  USGS QUAD   -  NILE SPRING (1989)
 MT0036
 MT0036                         *CURRENT SURVEY CONTROL
 MT0036  ___________________________________________________________________
 MT0036* NAD 83(1986)-  41 54 46.     (N)    114 06 35.     (W)     SCALED    
 MT0036* NAVD 88     -      1581.368  (meters)    5188.20   (feet)  ADJUSTED  
 MT0036  ___________________________________________________________________
 MT0036  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 MT0036  DYNAMIC HT  -        1580.243 (meters)    5184.51  (feet)  COMP
 MT0036  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 MT0036
 MT0036  VERT ORDER  -  SECOND    CLASS 0
 MT0036
 MT0036.The horizontal coordinates were scaled from a topographic map and have
 MT0036.an estimated accuracy of +/- 6 seconds.
 MT0036
 MT0036.The orthometric height was determined by differential leveling
 MT0036.and adjusted by the National Geodetic Survey in June 1991..
 MT0036
 MT0036.The geoid height was determined by GEOID03.
 MT0036
 MT0036.The dynamic height is computed by dividing the NAVD 88
 MT0036.geopotential number by the normal gravity value computed on the
 MT0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0036.degrees latitude (g = 980.6199 gals.).
 MT0036
 MT0036.The modeled gravity was interpolated from observed gravity values.
 MT0036
 MT0036;                    North         East    Units  Estimated Accuracy
 MT0036;SPC NV E     - 8,796,060.      322,250.      MT  (+/- 180 meters Scaled)
 MT0036
 MT0036                          SUPERSEDED SURVEY CONTROL
 MT0036
 MT0036  NGVD 29 (??/??/92) 1580.278  (m)         5184.63   (f) ADJ UNCH    2 0
 MT0036
 MT0036.Superseded values are not recommended for survey control.
 MT0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0036.See file dsdata.txt to determine how the superseded data were derived.
 MT0036
 MT0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG397441(NAD 83)
 MT0036_MARKER: DB = BENCH MARK DISK
 MT0036_SETTING: 80 = SET IN A BOULDER
 MT0036_STAMPING: L 327 1951
 MT0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0036+STABILITY: SURFACE MOTION
 MT0036
 MT0036  HISTORY     - Date     Condition        Report By
 MT0036  HISTORY     - 1951     MONUMENTED       CGS
 MT0036
 MT0036                          STATION DESCRIPTION
 MT0036
 MT0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0036'26.0 MI NW FROM GROUSE CREEK.
 MT0036'3.4 MILES NORTH, 15.6 MILES NORTHWEST, 2.5 MILES NORTHWEST, 4.5 MILES
 MT0036'SOUTHWEST, 0.55 MILE NORTHWEST OF A RANCH ON TROUT CREEK, AND ABOUT
 MT0036'230 FEET SOUTHWEST OF A POINT WHERE THE ROAD PASSES THRU A WOODEN GATE
 MT0036'IN A FENCE LINE, ON THE EAST SLOPE AND NEAR THE EAST BASE OF A
 MT0036'PROMINENT BOULDER COVERED HILL, 270 FEET SOUTHEAST OF THE CENTER OF
 MT0036'THE INTERSECTION OF THE ROAD AND A PROMINENT WASH WHICH CROSSES IT,
 MT0036'212 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND SET IN THE TOP OF
 MT0036'THE NORTHWEST EDGE OF THE NORTHEAST ONE OF A GROUP OF LARGE GRANITE
 MT0036'BOULDERS, AND ABOUT 14 FEET HIGHER THAN THE ROAD, AND 3 FEET HIGHER
 MT0036'THAN THE GROUND AND MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0128 ***********************************************************************
 GS0128  DESIGNATION -  L 328
 GS0128  PID         -  GS0128
 GS0128  STATE/COUNTY-  NV/NYE
 GS0128  USGS QUAD   -  CANE SPRING (1986)
 GS0128
 GS0128                         *CURRENT SURVEY CONTROL
 GS0128  ___________________________________________________________________
 GS0128* NAD 83(1986)-  36 46 55.     (N)    116 00 40.     (W)     SCALED    
 GS0128* NAVD 88     -       979.456  (meters)    3213.43   (feet)  ADJUSTED  
 GS0128  ___________________________________________________________________
 GS0128  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 GS0128  DYNAMIC HT  -         978.412 (meters)    3210.01  (feet)  COMP
 GS0128  MODELED GRAV-     979,533.2   (mgal)                       NAVD 88
 GS0128
 GS0128  VERT ORDER  -  SECOND    CLASS 0
 GS0128
 GS0128.The horizontal coordinates were scaled from a topographic map and have
 GS0128.an estimated accuracy of +/- 6 seconds.
 GS0128
 GS0128.The orthometric height was determined by differential leveling
 GS0128.and adjusted by the National Geodetic Survey in June 1991..
 GS0128
 GS0128.The geoid height was determined by GEOID03.
 GS0128
 GS0128.The dynamic height is computed by dividing the NAVD 88
 GS0128.geopotential number by the normal gravity value computed on the
 GS0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0128.degrees latitude (g = 980.6199 gals.).
 GS0128
 GS0128.The modeled gravity was interpolated from observed gravity values.
 GS0128
 GS0128;                    North         East    Units  Estimated Accuracy
 GS0128;SPC NV C     - 6,225,630.      558,510.      MT  (+/- 180 meters Scaled)
 GS0128
 GS0128                          SUPERSEDED SURVEY CONTROL
 GS0128
 GS0128  NGVD 29 (??/??/??)  978.600  (m)         3210.62   (f) ADJUSTED    2 0
 GS0128
 GS0128.Superseded values are not recommended for survey control.
 GS0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0128.See file dsdata.txt to determine how the superseded data were derived.
 GS0128
 GS0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA882711(NAD 83)
 GS0128_MARKER: DB = BENCH MARK DISK
 GS0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0128_STAMPING: L 328 1952
 GS0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0128+STABILITY: SURFACE MOTION
 GS0128
 GS0128  HISTORY     - Date     Condition        Report By
 GS0128  HISTORY     - 1952     MONUMENTED       CGS
 GS0128
 GS0128                          STATION DESCRIPTION
 GS0128
 GS0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0128'9.8 MI NW FROM MERCURY.
 GS0128'0.15 MILE WEST ALONG RANGER AVENUE FROM THE POST OFFICE AT
 GS0128'MERCURY, THENCE 2.6 MILES NORTH ALONG THE MERCURY HIGHWAY, THENCE
 GS0128'7.05 MILES NORTHWEST ALONG THE MERCURY HIGHWAY, 190 FEET
 GS0128'NORTHEAST OF A TELEPHONE POLE, 74 FEET SOUTHWEST OF THE CENTER
 GS0128'LINE OF THE HIGHWAY, 3.5 FEET EAST OF A WITNESS POST, SET IN THE
 GS0128'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GS0128'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0426 ***********************************************************************
 HQ0426  DESIGNATION -  L 329
 HQ0426  PID         -  HQ0426
 HQ0426  STATE/COUNTY-  NV/NYE
 HQ0426  USGS QUAD   -  YUCCA FLAT (1986)
 HQ0426
 HQ0426                         *CURRENT SURVEY CONTROL
 HQ0426  ___________________________________________________________________
 HQ0426* NAD 83(1986)-  37 06 51.     (N)    116 02 41.     (W)     SCALED    
 HQ0426* NAVD 88     -      1276.623  (meters)    4188.39   (feet)  ADJUSTED  
 HQ0426  ___________________________________________________________________
 HQ0426  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 HQ0426  DYNAMIC HT  -        1275.221 (meters)    4183.79  (feet)  COMP
 HQ0426  MODELED GRAV-     979,488.2   (mgal)                       NAVD 88
 HQ0426
 HQ0426  VERT ORDER  -  SECOND    CLASS 0
 HQ0426
 HQ0426.The horizontal coordinates were scaled from a topographic map and have
 HQ0426.an estimated accuracy of +/- 6 seconds.
 HQ0426
 HQ0426.The orthometric height was determined by differential leveling
 HQ0426.and adjusted by the National Geodetic Survey in June 1991..
 HQ0426
 HQ0426.The geoid height was determined by GEOID03.
 HQ0426
 HQ0426.The dynamic height is computed by dividing the NAVD 88
 HQ0426.geopotential number by the normal gravity value computed on the
 HQ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0426.degrees latitude (g = 980.6199 gals.).
 HQ0426
 HQ0426.The modeled gravity was interpolated from observed gravity values.
 HQ0426
 HQ0426;                    North         East    Units  Estimated Accuracy
 HQ0426;SPC NV C     - 6,262,480.      555,270.      MT  (+/- 180 meters Scaled)
 HQ0426
 HQ0426                          SUPERSEDED SURVEY CONTROL
 HQ0426
 HQ0426  NGVD 29 (??/??/92) 1275.679  (m)         4185.29   (f) ADJ UNCH    2 0
 HQ0426
 HQ0426.Superseded values are not recommended for survey control.
 HQ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0426.See file dsdata.txt to determine how the superseded data were derived.
 HQ0426
 HQ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB848079(NAD 83)
 HQ0426_MARKER: DB = BENCH MARK DISK
 HQ0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0426_STAMPING: L 329 1952
 HQ0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0426+STABILITY: SURFACE MOTION
 HQ0426
 HQ0426  HISTORY     - Date     Condition        Report By
 HQ0426  HISTORY     - 1952     MONUMENTED       CGS
 HQ0426  HISTORY     - 1984     GOOD             USGS
 HQ0426
 HQ0426                          STATION DESCRIPTION
 HQ0426
 HQ0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0426'12.6 MI N FROM YUCCA PASS.
 HQ0426'12.55 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT
 HQ0426'OF YUCCA PASS, AT A JUNCTION WITH A GRAVELED ROAD LEADING
 HQ0426'NORTHWEST, AT THE WEST EDGE OF A SMALL ASPHALT COVERED CLEARING,
 HQ0426'76 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET NORTH
 HQ0426'OF THE EXTENDED CENTER LINE OF A ROAD LEADING NORTHWEST, 1.8
 HQ0426'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HQ0426'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 HQ0426
 HQ0426                          STATION RECOVERY (1984)
 HQ0426
 HQ0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0426'14 MILES NORTH OF YUCCA PASS, 13.7 MILES NORTH ALONG MERCURY HIGHWAY
 HQ0426'FROM THE SUMMIT OF YUCCA PASS (ENTRANCE TO CP 1) TO A Y-ROAD. TAKE
 HQ0426'ROAD 2.1 MILES TO A CROSSROADS. TURN RIGHT IN (SOUTH) ONTO AN OLD
 HQ0426'PAVED ROAD 0.6 MILES TO AN OLD TRACK ROAD EAST. BM IS 75 FEET EAST OF
 HQ0426'THE PAVED ROAD, 50 FEET NORTH OF THE TRACK ROAD, A STANDARD TABLET
 HQ0426'SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0226 ***********************************************************************
 JP0226  DESIGNATION -  L 33
 JP0226  PID         -  JP0226
 JP0226  STATE/COUNTY-  NV/NYE
 JP0226  USGS QUAD   -  BLUE EAGLE SPRINGS N (1990)
 JP0226
 JP0226                         *CURRENT SURVEY CONTROL
 JP0226  ___________________________________________________________________
 JP0226* NAD 83(1986)-  38 39 47.     (N)    115 33 35.     (W)     SCALED    
 JP0226* NAVD 88     -      1465.399  (meters)    4807.73   (feet)  POSTED    
 JP0226  ___________________________________________________________________
 JP0226  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 JP0226  DYNAMIC HT  -        1463.870 (meters)    4802.71  (feet)  COMP
 JP0226  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 JP0226
 JP0226  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0226
 JP0226.The horizontal coordinates were scaled from a topographic map and have
 JP0226.an estimated accuracy of +/- 6 seconds.
 JP0226
 JP0226.The orthometric height was determined by differential leveling
 JP0226.and adjusted by the National Geodetic Survey in 1992..
 JP0226.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0226.rate of 0.0 thru 1.0 mm/km.
 JP0226
 JP0226.The geoid height was determined by GEOID03.
 JP0226
 JP0226.The dynamic height is computed by dividing the NAVD 88
 JP0226.geopotential number by the normal gravity value computed on the
 JP0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0226.degrees latitude (g = 980.6199 gals.).
 JP0226
 JP0226.The modeled gravity was interpolated from observed gravity values.
 JP0226
 JP0226;                    North         East    Units  Estimated Accuracy
 JP0226;SPC NV C     - 6,434,780.      596,340.      MT  (+/- 180 meters Scaled)
 JP0226
 JP0226                          SUPERSEDED SURVEY CONTROL
 JP0226
 JP0226  NGVD 29 (??/??/92) 1464.271  (m)         4804.03   (f) ADJ UNCH    1 2
 JP0226
 JP0226.Superseded values are not recommended for survey control.
 JP0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0226.See file dsdata.txt to determine how the superseded data were derived.
 JP0226
 JP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC253803(NAD 83)
 JP0226_MARKER: DB = BENCH MARK DISK
 JP0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0226_STAMPING: 4804.029 L 33 1933
 JP0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0226+STABILITY: SURFACE MOTION
 JP0226
 JP0226  HISTORY     - Date     Condition        Report By
 JP0226  HISTORY     - 1933     MONUMENTED       CGS
 JP0226  HISTORY     - 1937     GOOD             NGS
 JP0226
 JP0226                          STATION DESCRIPTION
 JP0226
 JP0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JP0226'7.2 MI SW FROM CURRANT.
 JP0226'ABOUT 7.2 MILES SOUTHWEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JP0226'CURRANT, NYE COUNTY, AND ABOUT 50 FEET NORTHWEST OF THE CENTER LINE OF
 JP0226'THE OLD HIGHWAY.  A STANDARD DISK, STAMPED 4804.029 L 33 1933 AND SET
 JP0226'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 JP0226
 JP0226                          STATION RECOVERY (1937)
 JP0226
 JP0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 JP0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0456 ***********************************************************************
 HQ0456  DESIGNATION -  L 330
 HQ0456  PID         -  HQ0456
 HQ0456  STATE/COUNTY-  NV/NYE
 HQ0456  USGS QUAD   -  SPRINGDALE NE (1986)
 HQ0456
 HQ0456                         *CURRENT SURVEY CONTROL
 HQ0456  ___________________________________________________________________
 HQ0456* NAD 83(1986)-  37 13 09.     (N)    116 48 11.     (W)     SCALED    
 HQ0456* NAVD 88     -      1465.488  (meters)    4808.02   (feet)  ADJUSTED  
 HQ0456  ___________________________________________________________________
 HQ0456  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 HQ0456  DYNAMIC HT  -        1463.834 (meters)    4802.60  (feet)  COMP
 HQ0456  MODELED GRAV-     979,451.5   (mgal)                       NAVD 88
 HQ0456
 HQ0456  VERT ORDER  -  SECOND    CLASS 0
 HQ0456
 HQ0456.The horizontal coordinates were scaled from a topographic map and have
 HQ0456.an estimated accuracy of +/- 6 seconds.
 HQ0456
 HQ0456.The orthometric height was determined by differential leveling
 HQ0456.and adjusted by the National Geodetic Survey in June 1991..
 HQ0456
 HQ0456.The geoid height was determined by GEOID03.
 HQ0456
 HQ0456.The dynamic height is computed by dividing the NAVD 88
 HQ0456.geopotential number by the normal gravity value computed on the
 HQ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0456.degrees latitude (g = 980.6199 gals.).
 HQ0456
 HQ0456.The modeled gravity was interpolated from observed gravity values.
 HQ0456
 HQ0456;                    North         East    Units  Estimated Accuracy
 HQ0456;SPC NV C     - 6,273,960.      487,900.      MT  (+/- 180 meters Scaled)
 HQ0456
 HQ0456                          SUPERSEDED SURVEY CONTROL
 HQ0456
 HQ0456.No superseded survey control is available for this station.
 HQ0456
 HQ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB174192(NAD 83)
 HQ0456_MARKER: DB = BENCH MARK DISK
 HQ0456_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0456_SP_SET: ROCK OUTCROP
 HQ0456_STAMPING: L 330 1952
 HQ0456_MARK LOGO: CGS   
 HQ0456_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0456+STABILITY: POSITION/ELEVATION WELL
 HQ0456
 HQ0456  HISTORY     - Date     Condition        Report By
 HQ0456  HISTORY     - 1952     MONUMENTED       CGS
 HQ0456  HISTORY     - 19920623 GOOD             LOCENG
 HQ0456
 HQ0456                          STATION DESCRIPTION
 HQ0456
 HQ0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0456'25.4 MI NW FROM BEATTY.
 HQ0456'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST
 HQ0456'OFFICE AT BEATTY, THENCE 6.75 MILES NORTH ALONG A WINDING TRACK
 HQ0456'ROAD, 24 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 1 FOOT
 HQ0456'ABOVE THE GROUND, SET IN THE TOP OF A 2X3 FOOT ROCK OUTCROP.
 HQ0456
 HQ0456                          STATION RECOVERY (1992)
 HQ0456
 HQ0456'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0480 ***********************************************************************
 HQ0480  DESIGNATION -  L 331
 HQ0480  PID         -  HQ0480
 HQ0480  STATE/COUNTY-  NV/NYE
 HQ0480  USGS QUAD   -  TOLICHA PEAK NE (1986)
 HQ0480
 HQ0480                         *CURRENT SURVEY CONTROL
 HQ0480  ___________________________________________________________________
 HQ0480* NAD 83(1986)-  37 23 48.     (N)    116 47 50.     (W)     SCALED    
 HQ0480* NAVD 88     -      1659.569  (meters)    5444.77   (feet)  ADJUSTED  
 HQ0480  ___________________________________________________________________
 HQ0480  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 HQ0480  DYNAMIC HT  -        1657.672 (meters)    5438.55  (feet)  COMP
 HQ0480  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 HQ0480
 HQ0480  VERT ORDER  -  SECOND    CLASS 0
 HQ0480
 HQ0480.The horizontal coordinates were scaled from a topographic map and have
 HQ0480.an estimated accuracy of +/- 6 seconds.
 HQ0480
 HQ0480.The orthometric height was determined by differential leveling
 HQ0480.and adjusted by the National Geodetic Survey in June 1991..
 HQ0480
 HQ0480.The geoid height was determined by GEOID03.
 HQ0480
 HQ0480.The dynamic height is computed by dividing the NAVD 88
 HQ0480.geopotential number by the normal gravity value computed on the
 HQ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0480.degrees latitude (g = 980.6199 gals.).
 HQ0480
 HQ0480.The modeled gravity was interpolated from observed gravity values.
 HQ0480
 HQ0480;                    North         East    Units  Estimated Accuracy
 HQ0480;SPC NV C     - 6,293,650.      488,440.      MT  (+/- 180 meters Scaled)
 HQ0480
 HQ0480                          SUPERSEDED SURVEY CONTROL
 HQ0480
 HQ0480.No superseded survey control is available for this station.
 HQ0480
 HQ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB179388(NAD 83)
 HQ0480_MARKER: DB = BENCH MARK DISK
 HQ0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0480_SP_SET: CONCRETE POST
 HQ0480_STAMPING: L 331 1952
 HQ0480_MARK LOGO: CGS   
 HQ0480_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0480+STABILITY: SURFACE MOTION
 HQ0480
 HQ0480  HISTORY     - Date     Condition        Report By
 HQ0480  HISTORY     - 1952     MONUMENTED       CGS
 HQ0480  HISTORY     - 19930328 GOOD             LOCENG
 HQ0480
 HQ0480                          STATION DESCRIPTION
 HQ0480
 HQ0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0480'38.8 MI N FROM BEATTY.
 HQ0480'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST
 HQ0480'OFFICE AT BEATTY, THENCE 12.75 MILES NORTH ALONG A WINDING TRACK
 HQ0480'ROAD, THENCE 0.15 MILE NORTHWEST ALONG A TRACK ROAD, THENCE
 HQ0480'0.75 MILE NORTHEAST ALONG A TRACK ROAD, THENCE 6.45 MILES
 HQ0480'NORTH ALONG A TRACK ROAD, 53 FEET EAST OF THE CENTER LINE OF A
 HQ0480'TRACK ROAD, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 HQ0480'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 HQ0480
 HQ0480                          STATION RECOVERY (1993)
 HQ0480
 HQ0480'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 HQ0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0251 ***********************************************************************
 HQ0251  DESIGNATION -  L 332
 HQ0251  PID         -  HQ0251
 HQ0251  STATE/COUNTY-  NV/NYE
 HQ0251  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0251
 HQ0251                         *CURRENT SURVEY CONTROL
 HQ0251  ___________________________________________________________________
 HQ0251* NAD 83(1986)-  37 42 54.     (N)    116 41 27.     (W)     SCALED    
 HQ0251* NAVD 88     -      1637.109  (meters)    5371.08   (feet)  ADJUSTED  
 HQ0251  ___________________________________________________________________
 HQ0251  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 HQ0251  DYNAMIC HT  -        1635.258 (meters)    5365.01  (feet)  COMP
 HQ0251  MODELED GRAV-     979,441.6   (mgal)                       NAVD 88
 HQ0251
 HQ0251  VERT ORDER  -  FIRST     CLASS II
 HQ0251
 HQ0251.The horizontal coordinates were scaled from a topographic map and have
 HQ0251.an estimated accuracy of +/- 6 seconds.
 HQ0251
 HQ0251.The orthometric height was determined by differential leveling
 HQ0251.and adjusted by the National Geodetic Survey in June 1991..
 HQ0251
 HQ0251.The geoid height was determined by GEOID03.
 HQ0251
 HQ0251.The dynamic height is computed by dividing the NAVD 88
 HQ0251.geopotential number by the normal gravity value computed on the
 HQ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0251.degrees latitude (g = 980.6199 gals.).
 HQ0251
 HQ0251.The modeled gravity was interpolated from observed gravity values.
 HQ0251
 HQ0251;                    North         East    Units  Estimated Accuracy
 HQ0251;SPC NV C     - 6,328,970.      497,870.      MT  (+/- 180 meters Scaled)
 HQ0251
 HQ0251                          SUPERSEDED SURVEY CONTROL
 HQ0251
 HQ0251.No superseded survey control is available for this station.
 HQ0251
 HQ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB272742(NAD 83)
 HQ0251_MARKER: DB = BENCH MARK DISK
 HQ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0251_STAMPING: L 332 1952
 HQ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0251+STABILITY: SURFACE MOTION
 HQ0251
 HQ0251  HISTORY     - Date     Condition        Report By
 HQ0251  HISTORY     - 1952     MONUMENTED       CGS
 HQ0251  HISTORY     - 1968     GOOD             NGS
 HQ0251
 HQ0251                          STATION DESCRIPTION
 HQ0251
 HQ0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0251'14.6 MI SE FROM TONOPAH TEST RANGE.
 HQ0251'8.2 MILES SOUTH ALONG AN ASPHALT ROAD FROM POINT ABLE AT TONOPAH
 HQ0251'TEST RANGE, THENCE 2.4 MILES EAST ALONG A GRAVELED ROAD, THENCE
 HQ0251'0.45 MILE SOUTHEAST ALONG A TRACK ROAD, THENCE 3.5 MILES SOUTH
 HQ0251'ALONG A DIRT ROAD, 0.25 MILE NORTH OF THE JUNCTION OF AN EAST-WEST
 HQ0251'ROAD, ABOUT 0.15 MILE SOUTHWEST OF PEDRO TARGET, 0.1 MILE WEST
 HQ0251'OF A LONE POLE IN A DRY LAKE BED, 120 FEET EAST OF THE CENTER
 HQ0251'LINE OF THE ROAD, 2.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 HQ0251'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HQ0251'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0105 ***********************************************************************
 GS0105  DESIGNATION -  L 333
 GS0105  PID         -  GS0105
 GS0105  STATE/COUNTY-  NV/NYE
 GS0105  USGS QUAD   -  STRIPED HILLS (1983)
 GS0105
 GS0105                         *CURRENT SURVEY CONTROL
 GS0105  ___________________________________________________________________
 GS0105* NAD 83(1986)-  36 44 22.     (N)    116 21 18.     (W)     SCALED    
 GS0105* NAVD 88     -       928.661  (meters)    3046.78   (feet)  ADJUSTED  
 GS0105  ___________________________________________________________________
 GS0105  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 GS0105  DYNAMIC HT  -         927.699 (meters)    3043.63  (feet)  COMP
 GS0105  MODELED GRAV-     979,565.1   (mgal)                       NAVD 88
 GS0105
 GS0105  VERT ORDER  -  SECOND    CLASS 0
 GS0105
 GS0105.The horizontal coordinates were scaled from a topographic map and have
 GS0105.an estimated accuracy of +/- 6 seconds.
 GS0105
 GS0105.The orthometric height was determined by differential leveling
 GS0105.and adjusted by the National Geodetic Survey in June 1991..
 GS0105
 GS0105.The geoid height was determined by GEOID03.
 GS0105
 GS0105.The dynamic height is computed by dividing the NAVD 88
 GS0105.geopotential number by the normal gravity value computed on the
 GS0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0105.degrees latitude (g = 980.6199 gals.).
 GS0105
 GS0105.The modeled gravity was interpolated from observed gravity values.
 GS0105
 GS0105;                    North         East    Units  Estimated Accuracy
 GS0105;SPC NV C     - 6,220,760.      527,830.      MT  (+/- 180 meters Scaled)
 GS0105
 GS0105                          SUPERSEDED SURVEY CONTROL
 GS0105
 GS0105  NGVD 29 (??/??/??)  927.812  (m)         3044.00   (f) ADJUSTED    2 0
 GS0105
 GS0105.Superseded values are not recommended for survey control.
 GS0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0105.See file dsdata.txt to determine how the superseded data were derived.
 GS0105
 GS0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA575661(NAD 83)
 GS0105_MARKER: DB = BENCH MARK DISK
 GS0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0105_STAMPING: L 333 1952
 GS0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0105+STABILITY: SURFACE MOTION
 GS0105
 GS0105  HISTORY     - Date     Condition        Report By
 GS0105  HISTORY     - 1952     MONUMENTED       CGS
 GS0105
 GS0105                          STATION DESCRIPTION
 GS0105
 GS0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0105'7.4 MI N FROM LATHROP WELLS.
 GS0105'0.1 MILE WEST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF ITS
 GS0105'Y JUNCTION WITH STATE HIGHWAY 29 AT LATHROP WELLS, THENCE 4.9
 GS0105'MILES NORTH ALONG A TRACK ROAD, THENCE 2.4 MILES NORTH ALONG
 GS0105'A SANDY WASH, 66 FEET WEST OF THE CENTER LINE OF A SANDY WASH,
 GS0105'2.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GS0105'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0448 ***********************************************************************
 HQ0448  DESIGNATION -  L 334
 HQ0448  PID         -  HQ0448
 HQ0448  STATE/COUNTY-  NV/NYE
 HQ0448  USGS QUAD   -  TIPPIPAH SPRING (1986)
 HQ0448
 HQ0448                         *CURRENT SURVEY CONTROL
 HQ0448  ___________________________________________________________________
 HQ0448* NAD 83(1986)-  37 01 59.     (N)    116 11 38.     (W)     SCALED    
 HQ0448* NAVD 88     -      1588.575  (meters)    5211.85   (feet)  ADJUSTED  
 HQ0448  ___________________________________________________________________
 HQ0448  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 HQ0448  DYNAMIC HT  -        1586.714 (meters)    5205.74  (feet)  COMP
 HQ0448  MODELED GRAV-     979,403.6   (mgal)                       NAVD 88
 HQ0448
 HQ0448  VERT ORDER  -  SECOND    CLASS 0
 HQ0448
 HQ0448.The horizontal coordinates were scaled from a topographic map and have
 HQ0448.an estimated accuracy of +/- 6 seconds.
 HQ0448
 HQ0448.The orthometric height was determined by differential leveling
 HQ0448.and adjusted by the National Geodetic Survey in June 1991..
 HQ0448
 HQ0448.The geoid height was determined by GEOID03.
 HQ0448
 HQ0448.The dynamic height is computed by dividing the NAVD 88
 HQ0448.geopotential number by the normal gravity value computed on the
 HQ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0448.degrees latitude (g = 980.6199 gals.).
 HQ0448
 HQ0448.The modeled gravity was interpolated from observed gravity values.
 HQ0448
 HQ0448;                    North         East    Units  Estimated Accuracy
 HQ0448;SPC NV C     - 6,253,400.      542,060.      MT  (+/- 180 meters Scaled)
 HQ0448
 HQ0448                          SUPERSEDED SURVEY CONTROL
 HQ0448
 HQ0448  NGVD 29 (??/??/92) 1587.534  (m)         5208.43   (f) ADJ UNCH    2 0
 HQ0448
 HQ0448.Superseded values are not recommended for survey control.
 HQ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0448.See file dsdata.txt to determine how the superseded data were derived.
 HQ0448
 HQ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA716988(NAD 83)
 HQ0448_MARKER: DB = BENCH MARK DISK
 HQ0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0448_STAMPING: L 334 1952
 HQ0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0448+STABILITY: SURFACE MOTION
 HQ0448
 HQ0448  HISTORY     - Date     Condition        Report By
 HQ0448  HISTORY     - 1952     MONUMENTED       CGS
 HQ0448
 HQ0448                          STATION DESCRIPTION
 HQ0448
 HQ0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0448'1 MI SE FROM TIPPIPAH SPRINGS.
 HQ0448'1.0 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0448'AT TIPPIPAH SPRINGS, 38 FEET SOUTHWEST OF THE CENTER LINE OF
 HQ0448'THE ROAD, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 HQ0448'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0502 ***********************************************************************
 HQ0502  DESIGNATION -  L 335
 HQ0502  PID         -  HQ0502
 HQ0502  STATE/COUNTY-  NV/NYE
 HQ0502  USGS QUAD   -  AMMONIA TANKS (1961)
 HQ0502
 HQ0502                         *CURRENT SURVEY CONTROL
 HQ0502  ___________________________________________________________________
 HQ0502* NAD 83(1986)-  37 07 33.     (N)    116 18 02.     (W)     SCALED    
 HQ0502* NAVD 88     -      1579.917  (meters)    5183.44   (feet)  ADJUSTED  
 HQ0502  ___________________________________________________________________
 HQ0502  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 HQ0502  DYNAMIC HT  -        1578.085 (meters)    5177.43  (feet)  COMP
 HQ0502  MODELED GRAV-     979,415.8   (mgal)                       NAVD 88
 HQ0502
 HQ0502  VERT ORDER  -  SECOND    CLASS 0
 HQ0502
 HQ0502.The horizontal coordinates were scaled from a topographic map and have
 HQ0502.an estimated accuracy of +/- 6 seconds.
 HQ0502
 HQ0502.The orthometric height was determined by differential leveling
 HQ0502.and adjusted by the National Geodetic Survey in June 1991..
 HQ0502
 HQ0502.The geoid height was determined by GEOID03.
 HQ0502
 HQ0502.The dynamic height is computed by dividing the NAVD 88
 HQ0502.geopotential number by the normal gravity value computed on the
 HQ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0502.degrees latitude (g = 980.6199 gals.).
 HQ0502
 HQ0502.The modeled gravity was interpolated from observed gravity values.
 HQ0502
 HQ0502;                    North         East    Units  Estimated Accuracy
 HQ0502;SPC NV C     - 6,263,650.      532,530.      MT  (+/- 180 meters Scaled)
 HQ0502
 HQ0502                          SUPERSEDED SURVEY CONTROL
 HQ0502
 HQ0502  NGVD 29 (??/??/92) 1578.873  (m)         5180.02   (f) ADJ UNCH    2 0
 HQ0502
 HQ0502.Superseded values are not recommended for survey control.
 HQ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0502.See file dsdata.txt to determine how the superseded data were derived.
 HQ0502
 HQ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB621090(NAD 83)
 HQ0502_MARKER: DB = BENCH MARK DISK
 HQ0502_SETTING: 80 = SET IN A BOULDER
 HQ0502_SP_SET: BOULDER
 HQ0502_STAMPING: L 335 1952
 HQ0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0502+STABILITY: SURFACE MOTION
 HQ0502
 HQ0502  HISTORY     - Date     Condition        Report By
 HQ0502  HISTORY     - 1952     MONUMENTED       CGS
 HQ0502
 HQ0502                          STATION DESCRIPTION
 HQ0502
 HQ0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0502'11.8 MI W FROM TIPPIPAH SPRINGS.
 HQ0502'11.75 MILES WEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0502'AT TIPPIPAH SPRINGS, 16 FEET WEST OF THE CENTER LINE OF THE
 HQ0502'ROAD, SET IN THE TOP OF A LARGE GRANITE BOULDER WHICH HAS THE
 HQ0502'LETTERS BM PAINTED ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0131 ***********************************************************************
 HQ0131  DESIGNATION -  L 336
 HQ0131  PID         -  HQ0131
 HQ0131  STATE/COUNTY-  NV/NYE
 HQ0131  USGS QUAD   -  REEDS RANCH (1987)
 HQ0131
 HQ0131                         *CURRENT SURVEY CONTROL
 HQ0131  ___________________________________________________________________
 HQ0131* NAD 83(1986)-  37 53 56.     (N)    116 46 15.     (W)     SCALED    
 HQ0131* NAVD 88     -      1637.105  (meters)    5371.07   (feet)  ADJUSTED  
 HQ0131  ___________________________________________________________________
 HQ0131  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 HQ0131  DYNAMIC HT  -        1635.278 (meters)    5365.07  (feet)  COMP
 HQ0131  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 HQ0131
 HQ0131  VERT ORDER  -  FIRST     CLASS II
 HQ0131
 HQ0131.The horizontal coordinates were scaled from a topographic map and have
 HQ0131.an estimated accuracy of +/- 6 seconds.
 HQ0131
 HQ0131.The orthometric height was determined by differential leveling
 HQ0131.and adjusted by the National Geodetic Survey in June 1991..
 HQ0131
 HQ0131.The geoid height was determined by GEOID03.
 HQ0131
 HQ0131.The dynamic height is computed by dividing the NAVD 88
 HQ0131.geopotential number by the normal gravity value computed on the
 HQ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0131.degrees latitude (g = 980.6199 gals.).
 HQ0131
 HQ0131.The modeled gravity was interpolated from observed gravity values.
 HQ0131
 HQ0131;                    North         East    Units  Estimated Accuracy
 HQ0131;SPC NV C     - 6,349,390.      490,840.      MT  (+/- 180 meters Scaled)
 HQ0131
 HQ0131                          SUPERSEDED SURVEY CONTROL
 HQ0131
 HQ0131.No superseded survey control is available for this station.
 HQ0131
 HQ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB201946(NAD 83)
 HQ0131_MARKER: DB = BENCH MARK DISK
 HQ0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0131_SP_SET: CONCRETE POST
 HQ0131_STAMPING: L 336 1952
 HQ0131_MARK LOGO: CGS   
 HQ0131_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0131+STABILITY: SURFACE MOTION
 HQ0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HQ0131+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 HQ0131
 HQ0131  HISTORY     - Date     Condition        Report By
 HQ0131  HISTORY     - 1952     MONUMENTED       CGS
 HQ0131  HISTORY     - 1968     GOOD             NGS
 HQ0131  HISTORY     - 19920623 GOOD             LOCENG
 HQ0131  HISTORY     - 20041005 GOOD             ORBITE
 HQ0131
 HQ0131                          STATION DESCRIPTION
 HQ0131
 HQ0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0131'1 MI NW FROM TONOPAH TEST RANGE.
 HQ0131'0.95 MILE NORTHWEST ALONG AN ASPHALT ROAD FROM POINT ABLE AT
 HQ0131'TONOPAH TEST RANGE, 0.95 MILE NORTHWEST OF BENCH MARK Q 372,
 HQ0131'AT A SMALL RISE IN THE ROAD, 76 FEET NORTHEAST OF THE CENTER
 HQ0131'LINE OF THE ROAD, 3.1 FEET NORTHWEST OF A WITNESS POST, ABOUT
 HQ0131'1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HQ0131'POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 HQ0131
 HQ0131                          STATION RECOVERY (1992)
 HQ0131
 HQ0131'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0131'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 HQ0131'(3.3 FT) NORTH OF STATION.
 HQ0131
 HQ0131                          STATION RECOVERY (2004)
 HQ0131
 HQ0131'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 HQ0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0397 ***********************************************************************
 HQ0397  DESIGNATION -  L 337
 HQ0397  PID         -  HQ0397
 HQ0397  STATE/COUNTY-  NV/NYE
 HQ0397  USGS QUAD   -  WEST OF QUARTZITE MOUNTAIN (1988)
 HQ0397
 HQ0397                         *CURRENT SURVEY CONTROL
 HQ0397  ___________________________________________________________________
 HQ0397* NAD 83(1986)-  37 36 50.     (N)    116 27 42.     (W)     SCALED    
 HQ0397* NAVD 88     -      1616.796  (meters)    5304.44   (feet)  ADJUSTED  
 HQ0397  ___________________________________________________________________
 HQ0397  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 HQ0397  DYNAMIC HT  -        1614.961 (meters)    5298.42  (feet)  COMP
 HQ0397  MODELED GRAV-     979,438.6   (mgal)                       NAVD 88
 HQ0397
 HQ0397  VERT ORDER  -  SECOND    CLASS 0
 HQ0397
 HQ0397.The horizontal coordinates were scaled from a topographic map and have
 HQ0397.an estimated accuracy of +/- 6 seconds.
 HQ0397
 HQ0397.The orthometric height was determined by differential leveling
 HQ0397.and adjusted by the National Geodetic Survey in June 1991..
 HQ0397
 HQ0397.The geoid height was determined by GEOID03.
 HQ0397
 HQ0397.The dynamic height is computed by dividing the NAVD 88
 HQ0397.geopotential number by the normal gravity value computed on the
 HQ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0397.degrees latitude (g = 980.6199 gals.).
 HQ0397
 HQ0397.The modeled gravity was interpolated from observed gravity values.
 HQ0397
 HQ0397;                    North         East    Units  Estimated Accuracy
 HQ0397;SPC NV C     - 6,317,770.      518,100.      MT  (+/- 180 meters Scaled)
 HQ0397
 HQ0397                          SUPERSEDED SURVEY CONTROL
 HQ0397
 HQ0397.No superseded survey control is available for this station.
 HQ0397
 HQ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB475631(NAD 83)
 HQ0397_MARKER: DB = BENCH MARK DISK
 HQ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0397_SP_SET: CONCRETE POST
 HQ0397_STAMPING: L 337 1952
 HQ0397_MARK LOGO: CGS   
 HQ0397_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0397+STABILITY: SURFACE MOTION
 HQ0397
 HQ0397  HISTORY     - Date     Condition        Report By
 HQ0397  HISTORY     - 1952     MONUMENTED       CGS
 HQ0397  HISTORY     - 19920623 GOOD             LOCENG
 HQ0397
 HQ0397                          STATION DESCRIPTION
 HQ0397
 HQ0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0397'10.1 MI SE FROM MELLAN.
 HQ0397'10.1 MILES SOUTHEAST ALONG A DIRT ROAD FROM A LARGE GRANITE
 HQ0397'KNOLL AT MELLAN, 53 FEET NORTHEAST OF THE CENTER LINE OF THE
 HQ0397'ROAD, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 HQ0397'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 HQ0397
 HQ0397                          STATION RECOVERY (1992)
 HQ0397
 HQ0397'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0562 ***********************************************************************
 HQ0562  DESIGNATION -  L 338
 HQ0562  PID         -  HQ0562
 HQ0562  STATE/COUNTY-  NV/NYE
 HQ0562  USGS QUAD   -  LAMBS POND (1987)
 HQ0562
 HQ0562                         *CURRENT SURVEY CONTROL
 HQ0562  ___________________________________________________________________
 HQ0562* NAD 83(1986)-  37 36 33.     (N)    116 14 05.     (W)     SCALED    
 HQ0562* NAVD 88     -      1745.734  (meters)    5727.46   (feet)  ADJUSTED  
 HQ0562  ___________________________________________________________________
 HQ0562  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 HQ0562  DYNAMIC HT  -        1743.721 (meters)    5720.86  (feet)  COMP
 HQ0562  MODELED GRAV-     979,415.3   (mgal)                       NAVD 88
 HQ0562
 HQ0562  VERT ORDER  -  SECOND    CLASS 0
 HQ0562
 HQ0562.The horizontal coordinates were scaled from a topographic map and have
 HQ0562.an estimated accuracy of +/- 6 seconds.
 HQ0562
 HQ0562.The orthometric height was determined by differential leveling
 HQ0562.and adjusted by the National Geodetic Survey in June 1991..
 HQ0562
 HQ0562.The geoid height was determined by GEOID03.
 HQ0562
 HQ0562.The dynamic height is computed by dividing the NAVD 88
 HQ0562.geopotential number by the normal gravity value computed on the
 HQ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0562.degrees latitude (g = 980.6199 gals.).
 HQ0562
 HQ0562.The modeled gravity was interpolated from observed gravity values.
 HQ0562
 HQ0562;                    North         East    Units  Estimated Accuracy
 HQ0562;SPC NV C     - 6,317,320.      538,140.      MT  (+/- 180 meters Scaled)
 HQ0562
 HQ0562                          SUPERSEDED SURVEY CONTROL
 HQ0562
 HQ0562.No superseded survey control is available for this station.
 HQ0562
 HQ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB675627(NAD 83)
 HQ0562_MARKER: DB = BENCH MARK DISK
 HQ0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0562_STAMPING: L 338 1952
 HQ0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0562+STABILITY: SURFACE MOTION
 HQ0562
 HQ0562  HISTORY     - Date     Condition        Report By
 HQ0562  HISTORY     - 1952     MONUMENTED       CGS
 HQ0562
 HQ0562                          STATION DESCRIPTION
 HQ0562
 HQ0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0562'11.4 MI SW FROM REED.
 HQ0562'11.4 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0562'AT REED, 59 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 HQ0562'3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0562'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1226 ***********************************************************************
 KR1226  DESIGNATION -  L 339
 KR1226  PID         -  KR1226
 KR1226  STATE/COUNTY-  NV/STOREY
 KR1226  USGS QUAD   -  PATRICK (1980)
 KR1226
 KR1226                         *CURRENT SURVEY CONTROL
 KR1226  ___________________________________________________________________
 KR1226* NAD 83(1986)-  39 33 38.     (N)    119 31 01.     (W)     SCALED    
 KR1226* NAVD 88     -      1305.672  (meters)    4283.69   (feet)  ADJUSTED  
 KR1226  ___________________________________________________________________
 KR1226  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 KR1226  DYNAMIC HT  -        1304.489 (meters)    4279.81  (feet)  COMP
 KR1226  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 KR1226
 KR1226  VERT ORDER  -  FIRST     CLASS I
 KR1226
 KR1226.The horizontal coordinates were scaled from a topographic map and have
 KR1226.an estimated accuracy of +/- 6 seconds.
 KR1226
 KR1226.The orthometric height was determined by differential leveling
 KR1226.and adjusted by the National Geodetic Survey in June 1991..
 KR1226
 KR1226.The geoid height was determined by GEOID03.
 KR1226
 KR1226.The dynamic height is computed by dividing the NAVD 88
 KR1226.geopotential number by the normal gravity value computed on the
 KR1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1226.degrees latitude (g = 980.6199 gals.).
 KR1226
 KR1226.The modeled gravity was interpolated from observed gravity values.
 KR1226
 KR1226;                    North         East    Units  Estimated Accuracy
 KR1226;SPC NV W     - 4,534,240.      719,770.      MT  (+/- 180 meters Scaled)
 KR1226
 KR1226                          SUPERSEDED SURVEY CONTROL
 KR1226
 KR1226  NGVD 29 (??/??/92) 1304.609  (m)         4280.20   (f) ADJ UNCH    1 1
 KR1226
 KR1226.Superseded values are not recommended for survey control.
 KR1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1226.See file dsdata.txt to determine how the superseded data were derived.
 KR1226
 KR1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD837820(NAD 83)
 KR1226_MARKER: DB = BENCH MARK DISK
 KR1226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1226_SP_SET: ABUTMENT
 KR1226_STAMPING: L 339 1953
 KR1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1226
 KR1226  HISTORY     - Date     Condition        Report By
 KR1226  HISTORY     - 1953     MONUMENTED       CGS
 KR1226  HISTORY     - 1969     GOOD             NGS
 KR1226
 KR1226                          STATION DESCRIPTION
 KR1226
 KR1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1226'13.45 MI E FROM SPARKS.
 KR1226'13.45 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1226'MCCARRAN BOULEVARD OVERPASS AT SPARKS, 0.15 MILE EAST OF THE CROSSING
 KR1226'OF A PRIVATE ROAD, 8 1/2 POLES EAST OF MILEPOLE 260, AT THE CROSSING
 KR1226'OF A POWER LINE, IN THE TOP AND 1.8 FEET NORTH OF THE SOUTH END OF THE
 KR1226'EAST STONE ABUTMENT OF BRIDGE 260.26, 7.6 FEET SOUTH OF THE SOUTH
 KR1226'RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.  SEC 33, T 20N, R 22E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0013 ***********************************************************************
 JQ0013  DESIGNATION -  L 34
 JQ0013  PID         -  JQ0013
 JQ0013  STATE/COUNTY-  NV/NYE
 JQ0013  USGS QUAD   -  PALISADE MESA (1980)
 JQ0013
 JQ0013                         *CURRENT SURVEY CONTROL
 JQ0013  ___________________________________________________________________
 JQ0013* NAD 83(1986)-  38 24 57.     (N)    116 12 28.     (W)     SCALED    
 JQ0013* NAVD 88     -      1680.252  (meters)    5512.63   (feet)  ADJUSTED  
 JQ0013  ___________________________________________________________________
 JQ0013  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 JQ0013  DYNAMIC HT  -        1678.424 (meters)    5506.63  (feet)  COMP
 JQ0013  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 JQ0013
 JQ0013  VERT ORDER  -  FIRST     CLASS II
 JQ0013
 JQ0013.The horizontal coordinates were scaled from a topographic map and have
 JQ0013.an estimated accuracy of +/- 6 seconds.
 JQ0013
 JQ0013.The orthometric height was determined by differential leveling
 JQ0013.and adjusted by the National Geodetic Survey in June 1991..
 JQ0013
 JQ0013.The geoid height was determined by GEOID03.
 JQ0013
 JQ0013.The dynamic height is computed by dividing the NAVD 88
 JQ0013.geopotential number by the normal gravity value computed on the
 JQ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0013.degrees latitude (g = 980.6199 gals.).
 JQ0013
 JQ0013.The modeled gravity was interpolated from observed gravity values.
 JQ0013
 JQ0013;                    North         East    Units  Estimated Accuracy
 JQ0013;SPC NV C     - 6,406,860.      540,070.      MT  (+/- 180 meters Scaled)
 JQ0013
 JQ0013                          SUPERSEDED SURVEY CONTROL
 JQ0013
 JQ0013  NGVD 29 (??/??/92) 1679.117  (m)         5508.90   (f) ADJ UNCH    1 2
 JQ0013
 JQ0013.Superseded values are not recommended for survey control.
 JQ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0013.See file dsdata.txt to determine how the superseded data were derived.
 JQ0013
 JQ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC691522(NAD 83)
 JQ0013_MARKER: DB = BENCH MARK DISK
 JQ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0013_STAMPING: 5508.903 L 34 1933
 JQ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0013+STABILITY: SURFACE MOTION
 JQ0013
 JQ0013  HISTORY     - Date     Condition        Report By
 JQ0013  HISTORY     - 1933     MONUMENTED       CGS
 JQ0013  HISTORY     - 1934     GOOD             NGS
 JQ0013
 JQ0013                          STATION DESCRIPTION
 JQ0013
 JQ0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0013'18.5 MI NE FROM WARM SPRINGS.
 JQ0013'18.5 MILES NORTHEAST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM WARM
 JQ0013'SPRINGS, NYE COUNTY, AND ABOUT 45 FEET NORTHWEST OF THE CENTERLINE OF
 JQ0013'THE HIGHWAY.  A STANDARD DISK, STAMPED 5508.903 AND SET IN THE TOP OF
 JQ0013'A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 JQ0013
 JQ0013                          STATION RECOVERY (1934)
 JQ0013
 JQ0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JQ0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0565 ***********************************************************************
 KR0565  DESIGNATION -  L 340
 KR0565  PID         -  KR0565
 KR0565  STATE/COUNTY-  NV/CHURCHILL
 KR0565  USGS QUAD   -  HAZEN (1985)
 KR0565
 KR0565                         *CURRENT SURVEY CONTROL
 KR0565  ___________________________________________________________________
 KR0565* NAD 83(1986)-  39 34 04.     (N)    119 01 49.     (W)     SCALED    
 KR0565* NAVD 88     -      1222.193  (meters)    4009.81   (feet)  ADJUSTED  
 KR0565  ___________________________________________________________________
 KR0565  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KR0565  DYNAMIC HT  -        1221.157 (meters)    4006.41  (feet)  COMP
 KR0565  MODELED GRAV-     979,737.2   (mgal)                       NAVD 88
 KR0565
 KR0565  VERT ORDER  -  FIRST     CLASS II
 KR0565
 KR0565.The horizontal coordinates were scaled from a topographic map and have
 KR0565.an estimated accuracy of +/- 6 seconds.
 KR0565
 KR0565.The orthometric height was determined by differential leveling
 KR0565.and adjusted by the National Geodetic Survey in June 1991..
 KR0565
 KR0565.The geoid height was determined by GEOID03.
 KR0565
 KR0565.The dynamic height is computed by dividing the NAVD 88
 KR0565.geopotential number by the normal gravity value computed on the
 KR0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0565.degrees latitude (g = 980.6199 gals.).
 KR0565
 KR0565.The modeled gravity was interpolated from observed gravity values.
 KR0565
 KR0565;                    North         East    Units  Estimated Accuracy
 KR0565;SPC NV W     - 4,534,720.      761,600.      MT  (+/- 180 meters Scaled)
 KR0565
 KR0565                          SUPERSEDED SURVEY CONTROL
 KR0565
 KR0565  NGVD 29 (??/??/92) 1221.242  (m)         4006.69   (f) ADJ UNCH    1 2
 KR0565
 KR0565.Superseded values are not recommended for survey control.
 KR0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0565.See file dsdata.txt to determine how the superseded data were derived.
 KR0565
 KR0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD256817(NAD 83)
 KR0565_MARKER: DB = BENCH MARK DISK
 KR0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0565_STAMPING: L 340 1953
 KR0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0565+STABILITY: SURFACE MOTION
 KR0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0565+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 KR0565
 KR0565  HISTORY     - Date     Condition        Report By
 KR0565  HISTORY     - 1953     MONUMENTED       CGS
 KR0565  HISTORY     - 20011030 GOOD             NVGS
 KR0565
 KR0565                          STATION DESCRIPTION
 KR0565
 KR0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0565'1.0 MI E FROM HAZEN.
 KR0565'1.0 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0565'STATION AT HAZEN, AT THE CROSSING OF A DIRT ROAD, 50.5 FEET NORTH OF
 KR0565'THE NORTH RAIL OF THE MAIN TRACK, 49 1/2 FEET EAST OF THE CENTER LINE
 KR0565'OF THE ROAD, 7 FEET EAST OF MILEPOLE 289, 1.9 FEET WEST OF A WITNESS
 KR0565'POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 KR0565'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KR0565
 KR0565                          STATION RECOVERY (2001)
 KR0565
 KR0565'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0419 ***********************************************************************
 KR0419  DESIGNATION -  L 341
 KR0419  PID         -  KR0419
 KR0419  STATE/COUNTY-  NV/CHURCHILL
 KR0419  USGS QUAD   -  OCALA (1986)
 KR0419
 KR0419                         *CURRENT SURVEY CONTROL
 KR0419  ___________________________________________________________________
 KR0419* NAD 83(1986)-  39 54 05.     (N)    118 44 45.     (W)     SCALED    
 KR0419* NAVD 88     -      1184.89   (+/-2cm)    3887.4    (feet)  VERTCON   
 KR0419  ___________________________________________________________________
 KR0419  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 KR0419
 KR0419  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0419
 KR0419.The horizontal coordinates were scaled from a topographic map and have
 KR0419.an estimated accuracy of +/- 6 seconds.
 KR0419
 KR0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0419.The vertical order pertains to the NGVD 29 superseded value.
 KR0419
 KR0419.The geoid height was determined by GEOID03.
 KR0419
 KR0419;                    North         East    Units  Estimated Accuracy
 KR0419;SPC NV W     - 4,571,680.      786,110.      MT  (+/- 180 meters Scaled)
 KR0419
 KR0419                          SUPERSEDED SURVEY CONTROL
 KR0419
 KR0419  NGVD 29 (??/??/92) 1183.992  (m)         3884.48   (f) ADJ UNCH    1 2
 KR0419
 KR0419.Superseded values are not recommended for survey control.
 KR0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0419.See file dsdata.txt to determine how the superseded data were derived.
 KR0419
 KR0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE507182(NAD 83)
 KR0419_MARKER: DB = BENCH MARK DISK
 KR0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0419_STAMPING: L 341 1953
 KR0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0419+STABILITY: SURFACE MOTION
 KR0419
 KR0419  HISTORY     - Date     Condition        Report By
 KR0419  HISTORY     - 1953     MONUMENTED       CGS
 KR0419
 KR0419                          STATION DESCRIPTION
 KR0419
 KR0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0419'7.1 MI N FROM PARRAN.
 KR0419'7.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0419'WATER TANK AT PARRAN, 191 1/2 FEET EAST OF AND ACROSS THE TRACKS FROM
 KR0419'MILEPOLE 319, 100 FEET SOUTH OF A HAND SWITCH, 99.5 FEET SOUTHEAST OF
 KR0419'THE SOUTHEAST RAIL, 90.8 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 KR0419'CONCRETE BASE OF ELECTRIC SIGNAL 3190, 1.6 FEET SOUTHEAST OF THE
 KR0419'RIGHT-OF-WAY FENCE, 1.9 FEET SOUTHWEST OF A WITNESS POST, ABOUT 5 FEET
 KR0419'LOWER THAN THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 KR0419'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0002 ***********************************************************************
 LS0002  DESIGNATION -  L 342
 LS0002  PID         -  LS0002
 LS0002  STATE/COUNTY-  NV/PERSHING
 LS0002  USGS QUAD   -  RYE PATCH RES SOUTH (1971)
 LS0002
 LS0002                         *CURRENT SURVEY CONTROL
 LS0002  ___________________________________________________________________
 LS0002* NAD 83(1986)-  40 30 12.     (N)    118 17 39.     (W)     SCALED    
 LS0002* NAVD 88     -      1293.514  (meters)    4243.80   (feet)  ADJUSTED  
 LS0002  ___________________________________________________________________
 LS0002  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 LS0002  DYNAMIC HT  -        1292.482 (meters)    4240.42  (feet)  COMP
 LS0002  MODELED GRAV-     979,783.2   (mgal)                       NAVD 88
 LS0002
 LS0002  VERT ORDER  -  FIRST     CLASS II
 LS0002
 LS0002.The horizontal coordinates were scaled from a topographic map and have
 LS0002.an estimated accuracy of +/- 6 seconds.
 LS0002
 LS0002.The orthometric height was determined by differential leveling
 LS0002.and adjusted by the National Geodetic Survey in June 1991..
 LS0002
 LS0002.The geoid height was determined by GEOID03.
 LS0002
 LS0002.The dynamic height is computed by dividing the NAVD 88
 LS0002.geopotential number by the normal gravity value computed on the
 LS0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0002.degrees latitude (g = 980.6199 gals.).
 LS0002
 LS0002.The modeled gravity was interpolated from observed gravity values.
 LS0002
 LS0002;                    North         East    Units  Estimated Accuracy
 LS0002;SPC NV W     - 4,638,540.      824,510.      MT  (+/- 180 meters Scaled)
 LS0002
 LS0002                          SUPERSEDED SURVEY CONTROL
 LS0002
 LS0002  NGVD 29 (??/??/92) 1292.53   (m)         4240.6    (f) COMPUTED    1 2
 LS0002
 LS0002.Superseded values are not recommended for survey control.
 LS0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0002.See file dsdata.txt to determine how the superseded data were derived.
 LS0002
 LS0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE903844(NAD 83)
 LS0002_MARKER: DB = BENCH MARK DISK
 LS0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LS0002_SP_SET: ABUTMENT
 LS0002_STAMPING: L 342 1953
 LS0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LS0002
 LS0002  HISTORY     - Date     Condition        Report By
 LS0002  HISTORY     - 1953     MONUMENTED       CGS
 LS0002
 LS0002                          STATION DESCRIPTION
 LS0002
 LS0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0002'4.0 MI N FROM RYE PATCH.
 LS0002'4.0 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0002'SIDING SIGN AT RYE PATCH, 2 1/2 POLES NORTH OF MILEPOLE 370, AT A
 LS0002'WOODEN BRIDGE UNDER THE WEST TRACK, IN THE TOP OF THE EAST END OF THE
 LS0002'NORTH CONCRETE ABUTMENT, 7.6 FEET EAST OF THE EAST RAIL OF THE WEST
 LS0002'TRACK, AND ABOUT 1 1/2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0034 ***********************************************************************
 LS0034  DESIGNATION -  L 343
 LS0034  PID         -  LS0034
 LS0034  STATE/COUNTY-  NV/PERSHING
 LS0034  USGS QUAD   -  COSGRAVE (1982)
 LS0034
 LS0034                         *CURRENT SURVEY CONTROL
 LS0034  ___________________________________________________________________
 LS0034* NAD 83(1986)-  40 46 14.     (N)    118 01 31.     (W)     SCALED    
 LS0034* NAVD 88     -      1299.958  (meters)    4264.95   (feet)  ADJUSTED  
 LS0034  ___________________________________________________________________
 LS0034  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 LS0034  DYNAMIC HT  -        1298.965 (meters)    4261.69  (feet)  COMP
 LS0034  MODELED GRAV-     979,815.2   (mgal)                       NAVD 88
 LS0034
 LS0034  VERT ORDER  -  FIRST     CLASS II
 LS0034
 LS0034.The horizontal coordinates were scaled from a topographic map and have
 LS0034.an estimated accuracy of +/- 6 seconds.
 LS0034
 LS0034.The orthometric height was determined by differential leveling
 LS0034.and adjusted by the National Geodetic Survey in June 1991..
 LS0034
 LS0034.The geoid height was determined by GEOID03.
 LS0034
 LS0034.The dynamic height is computed by dividing the NAVD 88
 LS0034.geopotential number by the normal gravity value computed on the
 LS0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0034.degrees latitude (g = 980.6199 gals.).
 LS0034
 LS0034.The modeled gravity was interpolated from observed gravity values.
 LS0034
 LS0034;                    North         East    Units  Estimated Accuracy
 LS0034;SPC NV W     - 4,668,320.      847,110.      MT  (+/- 180 meters Scaled)
 LS0034
 LS0034                          SUPERSEDED SURVEY CONTROL
 LS0034
 LS0034  NGVD 29 (??/??/92) 1298.978  (m)         4261.73   (f) ADJ UNCH    1 2
 LS0034
 LS0034.Superseded values are not recommended for survey control.
 LS0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0034.See file dsdata.txt to determine how the superseded data were derived.
 LS0034
 LS0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF134137(NAD 83)
 LS0034_MARKER: DB = BENCH MARK DISK
 LS0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0034_STAMPING: L 343 1953
 LS0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0034+STABILITY: SURFACE MOTION
 LS0034
 LS0034  HISTORY     - Date     Condition        Report By
 LS0034  HISTORY     - 1953     MONUMENTED       CGS
 LS0034
 LS0034                          STATION DESCRIPTION
 LS0034
 LS0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0034'2.0 MI S FROM COSGRAVE.
 LS0034'2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0034'WATER TANK AT COSGRAVE, AT THE WEST CORNER OF AN OFFSET IN A FENCE,
 LS0034'200 1/2 FEET NORTHEAST OF AND ACROSS THE TRACK FROM THE 8TH. POLE
 LS0034'NORTH OF MILEPOLE 395, 83.0 FEET EAST OF THE EAST RAIL, 6.9 FEET NORTH
 LS0034'OF THE FENCE CORNER, 1.5 FEET WEST OF THE FENCE, 2.0 FEET SOUTH OF A
 LS0034'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 LS0034'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0615 ***********************************************************************
 LR0615  DESIGNATION -  L 344
 LR0615  PID         -  LR0615
 LR0615  STATE/COUNTY-  NV/HUMBOLDT
 LR0615  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0615
 LR0615                         *CURRENT SURVEY CONTROL
 LR0615  ___________________________________________________________________
 LR0615* NAD 83(1986)-  40 58 17.     (N)    117 45 13.     (W)     SCALED    
 LR0615* NAVD 88     -      1304.670  (meters)    4280.40   (feet)  ADJUSTED  
 LR0615  ___________________________________________________________________
 LR0615  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 LR0615  DYNAMIC HT  -        1303.697 (meters)    4277.21  (feet)  COMP
 LR0615  MODELED GRAV-     979,833.2   (mgal)                       NAVD 88
 LR0615
 LR0615  VERT ORDER  -  FIRST     CLASS II
 LR0615
 LR0615.The horizontal coordinates were scaled from a topographic map and have
 LR0615.an estimated accuracy of +/- 6 seconds.
 LR0615
 LR0615.The orthometric height was determined by differential leveling
 LR0615.and adjusted by the National Geodetic Survey in June 1991..
 LR0615
 LR0615.The geoid height was determined by GEOID03.
 LR0615
 LR0615.The dynamic height is computed by dividing the NAVD 88
 LR0615.geopotential number by the normal gravity value computed on the
 LR0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0615.degrees latitude (g = 980.6199 gals.).
 LR0615
 LR0615.The modeled gravity was interpolated from observed gravity values.
 LR0615
 LR0615;                    North         East    Units  Estimated Accuracy
 LR0615;SPC NV W     - 4,690,800.      869,830.      MT  (+/- 180 meters Scaled)
 LR0615
 LR0615                          SUPERSEDED SURVEY CONTROL
 LR0615
 LR0615  NGVD 29 (??/??/92) 1303.644  (m)         4277.04   (f) ADJ UNCH    1 2
 LR0615
 LR0615.Superseded values are not recommended for survey control.
 LR0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0615.See file dsdata.txt to determine how the superseded data were derived.
 LR0615
 LR0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF365358(NAD 83)
 LR0615_MARKER: DB = BENCH MARK DISK
 LR0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0615_STAMPING: L 344 1953
 LR0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0615+STABILITY: SURFACE MOTION
 LR0615
 LR0615  HISTORY     - Date     Condition        Report By
 LR0615  HISTORY     - 1953     MONUMENTED       CGS
 LR0615  HISTORY     - 1977     MARK NOT FOUND   USGS
 LR0615
 LR0615                          STATION DESCRIPTION
 LR0615
 LR0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0615'0.9 MI SW FROM WINNEMUCCA.
 LR0615'0.9 MILE SOUTHWEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION
 LR0615'AT WINNEMUCCA, 12 FEET SOUTHWEST OF THE 19TH POLE SOUTHWEST OF
 LR0615'MILEPOLE 532, 88 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED
 LR0615'ROAD, 39.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 LR0615'22.1 FEET WEST OF A HAND SWITCH, 10.6 FEET NORTHWEST OF THE WEST
 LR0615'CORNER OF THE CONCRETE BASE FOR A DISPATCHERS TELEPHONE BOOTH, 1.6
 LR0615'FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND SET
 LR0615'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LR0615
 LR0615                          STATION RECOVERY (1977)
 LR0615
 LR0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LR0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0286 ***********************************************************************
 LR0286  DESIGNATION -  L 345
 LR0286  PID         -  LR0286
 LR0286  STATE/COUNTY-  NV/HUMBOLDT
 LR0286  USGS QUAD   -  IRON POINT (1965)
 LR0286
 LR0286                         *CURRENT SURVEY CONTROL
 LR0286  ___________________________________________________________________
 LR0286* NAD 83(1986)-  40 59 59.     (N)    117 20 41.     (W)     SCALED    
 LR0286* NAVD 88     -      1336.248  (meters)    4384.01   (feet)  ADJUSTED  
 LR0286  ___________________________________________________________________
 LR0286  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 LR0286  DYNAMIC HT  -        1335.255 (meters)    4380.75  (feet)  COMP
 LR0286  MODELED GRAV-     979,834.1   (mgal)                       NAVD 88
 LR0286
 LR0286  VERT ORDER  -  FIRST     CLASS II
 LR0286
 LR0286.The horizontal coordinates were scaled from a topographic map and have
 LR0286.an estimated accuracy of +/- 6 seconds.
 LR0286
 LR0286.The orthometric height was determined by differential leveling
 LR0286.and adjusted by the National Geodetic Survey in June 1991..
 LR0286
 LR0286.The geoid height was determined by GEOID03.
 LR0286
 LR0286.The dynamic height is computed by dividing the NAVD 88
 LR0286.geopotential number by the normal gravity value computed on the
 LR0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0286.degrees latitude (g = 980.6199 gals.).
 LR0286
 LR0286.The modeled gravity was interpolated from observed gravity values.
 LR0286
 LR0286;                    North         East    Units  Estimated Accuracy
 LR0286;SPC NV W     - 4,694,350.      904,200.      MT  (+/- 180 meters Scaled)
 LR0286
 LR0286                          SUPERSEDED SURVEY CONTROL
 LR0286
 LR0286  NGVD 29 (??/??/92) 1335.238  (m)         4380.69   (f) ADJ UNCH    1 2
 LR0286
 LR0286.Superseded values are not recommended for survey control.
 LR0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0286.See file dsdata.txt to determine how the superseded data were derived.
 LR0286
 LR0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF710387(NAD 83)
 LR0286_MARKER: DB = BENCH MARK DISK
 LR0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0286_STAMPING: L 345 1953
 LR0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0286+STABILITY: SURFACE MOTION
 LR0286
 LR0286  HISTORY     - Date     Condition        Report By
 LR0286  HISTORY     - 1953     MONUMENTED       CGS
 LR0286
 LR0286                          STATION DESCRIPTION
 LR0286
 LR0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0286'5.6 MI NW FROM IRON POINT.
 LR0286'5.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0286'THE SIDING SIGN AT IRON POINT, 119 FEET EAST OF AND ACROSS THE TRACK
 LR0286'FROM THE 19TH. POLE NORTHEAST OF MILEPOLE 442, ON THE NORTHEAST SIDE
 LR0286'OF A GROUP OF BLACK BOULDERS, 61 FEET SOUTHEAST OF AND ACROSS THE
 LR0286'TRACK FROM A 79 SIGN, 45.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 47
 LR0286'FEET NORTHEAST OF THE NORTHEAST END OF A WIRE GATE, 1.8 FEET NORTHWEST
 LR0286'OF A FENCE, 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER
 LR0286'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 LR0286'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0272 ***********************************************************************
 LR0272  DESIGNATION -  L 346
 LR0272  PID         -  LR0272
 LR0272  STATE/COUNTY-  NV/LANDER
 LR0272  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0272
 LR0272                         *CURRENT SURVEY CONTROL
 LR0272  ___________________________________________________________________
 LR0272* NAD 83(1986)-  40 39 05.     (N)    116 56 46.     (W)     SCALED    
 LR0272* NAVD 88     -      1374.244  (meters)    4508.67   (feet)  ADJUSTED  
 LR0272  ___________________________________________________________________
 LR0272  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 LR0272  DYNAMIC HT  -        1373.142 (meters)    4505.05  (feet)  COMP
 LR0272  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 LR0272
 LR0272  VERT ORDER  -  FIRST     CLASS II
 LR0272
 LR0272.The horizontal coordinates were scaled from a topographic map and have
 LR0272.an estimated accuracy of +/- 6 seconds.
 LR0272
 LR0272.The orthometric height was determined by differential leveling
 LR0272.and adjusted by the National Geodetic Survey in June 1991..
 LR0272
 LR0272.The geoid height was determined by GEOID03.
 LR0272
 LR0272.The dynamic height is computed by dividing the NAVD 88
 LR0272.geopotential number by the normal gravity value computed on the
 LR0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0272.degrees latitude (g = 980.6199 gals.).
 LR0272
 LR0272.The modeled gravity was interpolated from observed gravity values.
 LR0272
 LR0272;                    North         East    Units  Estimated Accuracy
 LR0272;SPC NV C     - 6,654,970.      476,370.      MT  (+/- 180 meters Scaled)
 LR0272
 LR0272                          SUPERSEDED SURVEY CONTROL
 LR0272
 LR0272.No superseded survey control is available for this station.
 LR0272
 LR0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF045000(NAD 83)
 LR0272_MARKER: DB = BENCH MARK DISK
 LR0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0272_STAMPING: L 346 1953
 LR0272_MARK LOGO: CGS   
 LR0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0272+STABILITY: SURFACE MOTION
 LR0272
 LR0272  HISTORY     - Date     Condition        Report By
 LR0272  HISTORY     - 1953     MONUMENTED       CGS
 LR0272  HISTORY     - 1984     GOOD             NGS
 LR0272
 LR0272                          STATION DESCRIPTION
 LR0272
 LR0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0272'0.8 MI NW FROM BATTLE MOUNTAIN.
 LR0272'0.8 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0272'THE STATION AT BATTLE MOUNTAIN, 100 1/2 FEET SOUTHWEST OF AND ACROSS
 LR0272'THE TRACK FROM MILEPOLE 475, 8 RAILS NORTHWEST OF SEMAPHORE 4753,
 LR0272'111.9 FEET NORTHEAST OF A FENCE, 45.8 FEET SOUTHWEST OF THE SOUTHWEST
 LR0272'RAIL, 5 FEET NORTHWEST OF TELEGRAPH POLE 28C WITH A 10-FOOT WHITE
 LR0272'PAINTED SECTION, 2.2 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 1/2
 LR0272'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 LR0272'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LR0272
 LR0272                          STATION RECOVERY (1984)
 LR0272
 LR0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0094 ***********************************************************************
 MT0094  DESIGNATION -  L 347
 MT0094  PID         -  MT0094
 MT0094  STATE/COUNTY-  NV/ELKO
 MT0094  USGS QUAD   -  VALLEY PASS (1976)
 MT0094
 MT0094                         *CURRENT SURVEY CONTROL
 MT0094  ___________________________________________________________________
 MT0094* NAD 83(1986)-  41 09 52.     (N)    114 28 17.     (W)     SCALED    
 MT0094* NAVD 88     -      1849.437  (meters)    6067.69   (feet)  ADJUSTED  
 MT0094  ___________________________________________________________________
 MT0094  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 MT0094  DYNAMIC HT  -        1847.887 (meters)    6062.61  (feet)  COMP
 MT0094  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 MT0094
 MT0094  VERT ORDER  -  FIRST     CLASS II
 MT0094
 MT0094.The horizontal coordinates were scaled from a topographic map and have
 MT0094.an estimated accuracy of +/- 6 seconds.
 MT0094
 MT0094.The orthometric height was determined by differential leveling
 MT0094.and adjusted by the National Geodetic Survey in June 1991..
 MT0094
 MT0094.The geoid height was determined by GEOID03.
 MT0094
 MT0094.The dynamic height is computed by dividing the NAVD 88
 MT0094.geopotential number by the normal gravity value computed on the
 MT0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0094.degrees latitude (g = 980.6199 gals.).
 MT0094
 MT0094.The modeled gravity was interpolated from observed gravity values.
 MT0094
 MT0094;                    North         East    Units  Estimated Accuracy
 MT0094;SPC NV E     - 8,712,500.      293,310.      MT  (+/- 180 meters Scaled)
 MT0094
 MT0094                          SUPERSEDED SURVEY CONTROL
 MT0094
 MT0094  NGVD 29 (??/??/92) 1848.280  (m)         6063.90   (f) ADJ UNCH    1 2
 MT0094
 MT0094.Superseded values are not recommended for survey control.
 MT0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0094.See file dsdata.txt to determine how the superseded data were derived.
 MT0094
 MT0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF121600(NAD 83)
 MT0094_MARKER: DB = BENCH MARK DISK
 MT0094_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MT0094+WITH SETTING: PAVEMENT
 MT0094_STAMPING: L 347 1953
 MT0094_MARK LOGO: CGS   
 MT0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0094+STABILITY: SURFACE MOTION
 MT0094
 MT0094  HISTORY     - Date     Condition        Report By
 MT0094  HISTORY     - 1953     MONUMENTED       CGS
 MT0094  HISTORY     - 1984     GOOD             NGS
 MT0094
 MT0094                          STATION DESCRIPTION
 MT0094
 MT0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0094'1.1 MI NW FROM VALLEY PASS.
 MT0094'1.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0094'THE STATION AT VALLEY PASS, AT THE NORTHWEST END OF VALLEY PASS
 MT0094'SIDING, AT A WATER TANK, IN THE TOP OF THE WEST CORNER OF THE CONCRETE
 MT0094'FOUNDATION FOR THE NORTH LEG, 94.2 FEET NORTHEAST OF THE NORTHEAST
 MT0094'RAIL OF THE MAIN TRACK, 0.3 FOOT WEST OF THE WEST EDGE OF THE LEG, AND
 MT0094'ABOUT 1 FOOT LOWER THAN THE TRACK.
 MT0094
 MT0094                          STATION RECOVERY (1984)
 MT0094
 MT0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0094'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.25 KM
 MT0094'(13.9 MI) SOUTHWEST ALONG STATE HIGHWAY 233 FROM THE POST OFFICE AT
 MT0094'MONTELLO, THENCE 12.45 KM (7.8 MI) NORTHWEST ALONG THE SOUTHERN
 MT0094'PACIFIC RAILROAD, IN TOP OF THE WEST CORNER OF THE NORTHEAST ONE OF
 MT0094'TWO NORTHWEST LEGS FOR THE WATER TOWER AT THE NORTHWEST END OF THE
 MT0094'VALLEY PASS SIDING, 0.5 KM (0.3 MI) NORTHWEST OF MILEPOLE 640,
 MT0094'28.6 METERS (94 FT) NORTHEAST OF THE NORTHEAST RAIL.
 MT0094'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0141 ***********************************************************************
 MT0141  DESIGNATION -  L 348
 MT0141  PID         -  MT0141
 MT0141  STATE/COUNTY-  NV/ELKO
 MT0141  USGS QUAD   -  TECOMA (1976)
 MT0141
 MT0141                         *CURRENT SURVEY CONTROL
 MT0141  ___________________________________________________________________
 MT0141* NAD 83(1986)-  41 19 36.     (N)    114 04 10.     (W)     SCALED    
 MT0141* NAVD 88     -      1465.894  (meters)    4809.35   (feet)  ADJUSTED  
 MT0141  ___________________________________________________________________
 MT0141  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 MT0141  DYNAMIC HT  -        1464.779 (meters)    4805.70  (feet)  COMP
 MT0141  MODELED GRAV-     979,811.4   (mgal)                       NAVD 88
 MT0141
 MT0141  VERT ORDER  -  FIRST     CLASS II
 MT0141
 MT0141.The horizontal coordinates were scaled from a topographic map and have
 MT0141.an estimated accuracy of +/- 6 seconds.
 MT0141
 MT0141.The orthometric height was determined by differential leveling
 MT0141.and adjusted by the National Geodetic Survey in June 1991..
 MT0141
 MT0141.The geoid height was determined by GEOID03.
 MT0141
 MT0141.The dynamic height is computed by dividing the NAVD 88
 MT0141.geopotential number by the normal gravity value computed on the
 MT0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0141.degrees latitude (g = 980.6199 gals.).
 MT0141
 MT0141.The modeled gravity was interpolated from observed gravity values.
 MT0141
 MT0141;                    North         East    Units  Estimated Accuracy
 MT0141;SPC NV E     - 8,731,030.      326,730.      MT  (+/- 180 meters Scaled)
 MT0141
 MT0141                          SUPERSEDED SURVEY CONTROL
 MT0141
 MT0141  NGVD 29 (??/??/92) 1464.813  (m)         4805.81   (f) ADJ UNCH    1 2
 MT0141
 MT0141.Superseded values are not recommended for survey control.
 MT0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0141.See file dsdata.txt to determine how the superseded data were derived.
 MT0141
 MT0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF452791(NAD 83)
 MT0141_MARKER: DB = BENCH MARK DISK
 MT0141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0141_STAMPING: L 348 1953
 MT0141_MARK LOGO: CGS   
 MT0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0141+STABILITY: SURFACE MOTION
 MT0141
 MT0141  HISTORY     - Date     Condition        Report By
 MT0141  HISTORY     - 1953     MONUMENTED       CGS
 MT0141  HISTORY     - 1984     GOOD             NGS
 MT0141
 MT0141                          STATION DESCRIPTION
 MT0141
 MT0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0141'7.8 MI NE FROM MONTELLO.
 MT0141'7.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0141'THE STATION AT MONTELLO, 11 1/2 POLES SOUTHWEST OF MILEPOLE 670, AT
 MT0141'36-INCH CONCRETE PIPE CULVERT 669.74, IN THE TOP OF THE NORTHEAST END
 MT0141'OF THE SOUTHEAST CONCRETE HEAD WALL, 12.5 FEET SOUTHEAST OF THE
 MT0141'SOUTHEAST RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
 MT0141
 MT0141                          STATION RECOVERY (1984)
 MT0141
 MT0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0141'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.85 KM
 MT0141'(8.05 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MT0141'OFFICE AT MONTELLO, IN TOP OF AND 1.0 METER (3.5 FT) SOUTHWEST OF THE
 MT0141'NORTHEAST END OF THE SOUTHEAST HEADWALL FOR A 36-INCH CONCRETE PIPE
 MT0141'CULVERT 669.74, 3.8 METERS (12.5 FT) SOUTHEAST OF THE SOUTHEAST RAIL.
 MT0141'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0298 ***********************************************************************
 JQ0298  DESIGNATION -  L 349
 JQ0298  PID         -  JQ0298
 JQ0298  STATE/COUNTY-  NV/ESMERALDA
 JQ0298  USGS QUAD   -  GILBERT SE (1968)
 JQ0298
 JQ0298                         *CURRENT SURVEY CONTROL
 JQ0298  ___________________________________________________________________
 JQ0298* NAD 83(1986)-  38 07 04.     (N)    117 35 35.     (W)     SCALED    
 JQ0298* NAVD 88     -      1459.285  (meters)    4787.67   (feet)  ADJUSTED  
 JQ0298  ___________________________________________________________________
 JQ0298  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 JQ0298  DYNAMIC HT  -        1457.748 (meters)    4782.63  (feet)  COMP
 JQ0298  MODELED GRAV-     979,525.0   (mgal)                       NAVD 88
 JQ0298
 JQ0298  VERT ORDER  -  FIRST     CLASS II
 JQ0298
 JQ0298.The horizontal coordinates were scaled from a topographic map and have
 JQ0298.an estimated accuracy of +/- 6 seconds.
 JQ0298
 JQ0298.The orthometric height was determined by differential leveling
 JQ0298.and adjusted by the National Geodetic Survey in June 1991..
 JQ0298
 JQ0298.The geoid height was determined by GEOID03.
 JQ0298
 JQ0298.The dynamic height is computed by dividing the NAVD 88
 JQ0298.geopotential number by the normal gravity value computed on the
 JQ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0298.degrees latitude (g = 980.6199 gals.).
 JQ0298
 JQ0298.The modeled gravity was interpolated from observed gravity values.
 JQ0298
 JQ0298;                    North         East    Units  Estimated Accuracy
 JQ0298;SPC NV W     - 4,374,140.      886,830.      MT  (+/- 180 meters Scaled)
 JQ0298
 JQ0298                          SUPERSEDED SURVEY CONTROL
 JQ0298
 JQ0298  NGVD 29 (??/??/92) 1458.190  (m)         4784.08   (f) ADJ UNCH    1 2
 JQ0298
 JQ0298.Superseded values are not recommended for survey control.
 JQ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0298.See file dsdata.txt to determine how the superseded data were derived.
 JQ0298
 JQ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC480190(NAD 83)
 JQ0298_MARKER: DB = BENCH MARK DISK
 JQ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0298_STAMPING: L 349 1953
 JQ0298_MARK LOGO: CGS   
 JQ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0298+STABILITY: SURFACE MOTION
 JQ0298
 JQ0298  HISTORY     - Date     Condition        Report By
 JQ0298  HISTORY     - 1953     MONUMENTED       CGS
 JQ0298  HISTORY     - 1984     GOOD             NGS
 JQ0298
 JQ0298                          STATION DESCRIPTION
 JQ0298
 JQ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0298'19.2 MI E FROM COALDALE.
 JQ0298'19.2 MILES EAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF THE
 JQ0298'HIGHWAYS AT COALDALE, AT THE CROSSING OF A TELEPHONE LINE, 51 FEET
 JQ0298'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET SOUTHWEST OF A
 JQ0298'TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 2.7 FEET NORTHEAST OF A
 JQ0298'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 JQ0298'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 JQ0298
 JQ0298                          STATION RECOVERY (1984)
 JQ0298
 JQ0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0076 ***********************************************************************
 JQ0076  DESIGNATION -  L 35
 JQ0076  PID         -  JQ0076
 JQ0076  STATE/COUNTY-  NV/NYE
 JQ0076  USGS QUAD   -  YELLOW CONE (1986)
 JQ0076
 JQ0076                         *CURRENT SURVEY CONTROL
 JQ0076  ___________________________________________________________________
 JQ0076* NAD 83(1986)-  38 07 15.     (N)    116 47 47.     (W)     SCALED    
 JQ0076* NAVD 88     -      1838.885  (meters)    6033.08   (feet)  ADJUSTED  
 JQ0076  ___________________________________________________________________
 JQ0076  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 JQ0076  DYNAMIC HT  -        1836.827 (meters)    6026.32  (feet)  COMP
 JQ0076  MODELED GRAV-     979,444.3   (mgal)                       NAVD 88
 JQ0076
 JQ0076  VERT ORDER  -  FIRST     CLASS II
 JQ0076
 JQ0076.The horizontal coordinates were scaled from a topographic map and have
 JQ0076.an estimated accuracy of +/- 6 seconds.
 JQ0076
 JQ0076.The orthometric height was determined by differential leveling
 JQ0076.and adjusted by the National Geodetic Survey in June 1991..
 JQ0076
 JQ0076.The geoid height was determined by GEOID03.
 JQ0076
 JQ0076.The dynamic height is computed by dividing the NAVD 88
 JQ0076.geopotential number by the normal gravity value computed on the
 JQ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0076.degrees latitude (g = 980.6199 gals.).
 JQ0076
 JQ0076.The modeled gravity was interpolated from observed gravity values.
 JQ0076
 JQ0076;                    North         East    Units  Estimated Accuracy
 JQ0076;SPC NV C     - 6,374,020.      488,630.      MT  (+/- 180 meters Scaled)
 JQ0076
 JQ0076                          SUPERSEDED SURVEY CONTROL
 JQ0076
 JQ0076  NGVD 29 (??/??/92) 1837.731  (m)         6029.29   (f) ADJ UNCH    1 2
 JQ0076
 JQ0076.Superseded values are not recommended for survey control.
 JQ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0076.See file dsdata.txt to determine how the superseded data were derived.
 JQ0076
 JQ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC178192(NAD 83)
 JQ0076_MARKER: DB = BENCH MARK DISK
 JQ0076_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0076_SP_SET: OUTCROP
 JQ0076_STAMPING: 6029.374 L 35 1933
 JQ0076_MARK LOGO: CGS   
 JQ0076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0076+STABILITY: POSITION/ELEVATION WELL
 JQ0076
 JQ0076  HISTORY     - Date     Condition        Report By
 JQ0076  HISTORY     - 1933     MONUMENTED       CGS
 JQ0076  HISTORY     - 1934     GOOD             NGS
 JQ0076  HISTORY     - 1982     GOOD             USGS
 JQ0076  HISTORY     - 1984     GOOD             NGS
 JQ0076
 JQ0076                          STATION DESCRIPTION
 JQ0076
 JQ0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0076'8.8 MI W FROM CLARK STATION.
 JQ0076'ABOUT 8.8 MILES WEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JQ0076'CLARK STATION, NYE COUNTY, 66 FEET NORTH OF THE CENTER LINE OF THE
 JQ0076'HIGHWAY, AND IN THE TOP OF A WHITE DEVITRIFIED ANDESITIC GLASS
 JQ0076'OUTCROP.  A STANDARD DISK, STAMPED 6029.374 L 35 1933.
 JQ0076
 JQ0076                          STATION RECOVERY (1934)
 JQ0076
 JQ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JQ0076'RECOVERED IN GOOD CONDITION.
 JQ0076
 JQ0076                          STATION RECOVERY (1982)
 JQ0076
 JQ0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JQ0076'BENCH MARK IS LOCATED 25.7 MILES EAST ALONG US HIGHWAY 6 FROM THE US
 JQ0076'POST OFFICE IN TONOPAH, NEVADA, ABOUT 19 METERS SOUTH OF THE CENTER
 JQ0076'HIGHWAY 6 SET IN THE TOP OF A ROCK OUTCROP ON THE SOUTH EDGE OF A
 JQ0076'SMALL DRAW.
 JQ0076
 JQ0076                          STATION RECOVERY (1984)
 JQ0076
 JQ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0076'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0076'39.85 KM (24.9 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0076'HIGHWAY 95 AT TONOPAH, IN TOP OF THE SOUTH EDGE OF A 9 BY 15 FOOT
 JQ0076'WHITE SHALE OUTCROP PROJECTING 6 FEET ABOVE THE EAST EDGE OF A DRY
 JQ0076'WASH, 0.7 KM (0.45 MI) WEST OF MILEPOST 27, 20.9 METERS (68.5 FT)
 JQ0076'SOUTHWEST OF THE HIGHWAY CENTERLINE, 9.0 METERS (29.5 FT) SOUTHWEST OF
 JQ0076'THE SOUTHWEST END OF A 30-INCH CORRUGATED METAL PIPE CULVERT.
 JQ0076'THE MARK IS 1.5 METERS  NE FROM A WITNESS POST.
 JQ0076'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0259 ***********************************************************************
 JQ0259  DESIGNATION -  L 350
 JQ0259  PID         -  JQ0259
 JQ0259  STATE/COUNTY-  NV/ESMERALDA
 JQ0259  USGS QUAD   -  COALDALE (1980)
 JQ0259
 JQ0259                         *CURRENT SURVEY CONTROL
 JQ0259  ___________________________________________________________________
 JQ0259* NAD 83(1986)-  38 05 37.     (N)    117 55 12.     (W)     SCALED    
 JQ0259* NAVD 88     -      1385.026  (meters)    4544.04   (feet)  ADJUSTED  
 JQ0259  ___________________________________________________________________
 JQ0259  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 JQ0259  DYNAMIC HT  -        1383.558 (meters)    4539.22  (feet)  COMP
 JQ0259  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 JQ0259
 JQ0259  VERT ORDER  -  FIRST     CLASS II
 JQ0259
 JQ0259.The horizontal coordinates were scaled from a topographic map and have
 JQ0259.an estimated accuracy of +/- 6 seconds.
 JQ0259
 JQ0259.The orthometric height was determined by differential leveling
 JQ0259.and adjusted by the National Geodetic Survey in June 1991..
 JQ0259
 JQ0259.The geoid height was determined by GEOID03.
 JQ0259
 JQ0259.The dynamic height is computed by dividing the NAVD 88
 JQ0259.geopotential number by the normal gravity value computed on the
 JQ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0259.degrees latitude (g = 980.6199 gals.).
 JQ0259
 JQ0259.The modeled gravity was interpolated from observed gravity values.
 JQ0259
 JQ0259;                    North         East    Units  Estimated Accuracy
 JQ0259;SPC NV W     - 4,371,200.      858,180.      MT  (+/- 180 meters Scaled)
 JQ0259
 JQ0259                          SUPERSEDED SURVEY CONTROL
 JQ0259
 JQ0259  NGVD 29 (??/??/92) 1383.923  (m)         4540.42   (f) ADJ UNCH    1 2
 JQ0259
 JQ0259.Superseded values are not recommended for survey control.
 JQ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0259.See file dsdata.txt to determine how the superseded data were derived.
 JQ0259
 JQ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC193166(NAD 83)
 JQ0259_MARKER: DB = BENCH MARK DISK
 JQ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0259_STAMPING: L 350 1953
 JQ0259_MARK LOGO: CGS   
 JQ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0259+STABILITY: SURFACE MOTION
 JQ0259
 JQ0259  HISTORY     - Date     Condition        Report By
 JQ0259  HISTORY     - 1953     MONUMENTED       CGS
 JQ0259  HISTORY     - 1984     GOOD             NGS
 JQ0259
 JQ0259                          STATION DESCRIPTION
 JQ0259
 JQ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0259'4.8 MI NW FROM COALDALE.
 JQ0259'4.8 MILES NORTHWEST ALONG U. S. HIGHWAY 95 FROM THE JUNCTION OF U. S.
 JQ0259'HIGHWAY 6 AT COALDALE, AT THE T JUNCTION OF A TRACK ROAD LEADING
 JQ0259'NORTHEAST, 87 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 72
 JQ0259'FEET SOUTHWEST OF THE CENTER LINE OF THE ABANDONED RAILROAD BED, 67.5
 JQ0259'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.8 FEET NORTHWEST
 JQ0259'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 JQ0259'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JQ0259
 JQ0259                          STATION RECOVERY (1984)
 JQ0259
 JQ0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0210 ***********************************************************************
 LR0210  DESIGNATION -  L 351
 LR0210  PID         -  LR0210
 LR0210  STATE/COUNTY-  NV/LANDER
 LR0210  USGS QUAD   -  STONY POINT (1985)
 LR0210
 LR0210                         *CURRENT SURVEY CONTROL
 LR0210  ___________________________________________________________________
 LR0210* NAD 83(1986)-  40 39 03.     (N)    116 45 48.     (W)     SCALED    
 LR0210* NAVD 88     -      1386.099  (meters)    4547.56   (feet)  ADJUSTED  
 LR0210  ___________________________________________________________________
 LR0210  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 LR0210  DYNAMIC HT  -        1385.000 (meters)    4543.95  (feet)  COMP
 LR0210  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 LR0210
 LR0210  VERT ORDER  -  FIRST     CLASS II
 LR0210
 LR0210.The horizontal coordinates were scaled from a topographic map and have
 LR0210.an estimated accuracy of +/- 6 seconds.
 LR0210
 LR0210.The orthometric height was determined by differential leveling
 LR0210.and adjusted by the National Geodetic Survey in June 1991..
 LR0210
 LR0210.The geoid height was determined by GEOID03.
 LR0210
 LR0210.The dynamic height is computed by dividing the NAVD 88
 LR0210.geopotential number by the normal gravity value computed on the
 LR0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0210.degrees latitude (g = 980.6199 gals.).
 LR0210
 LR0210.The modeled gravity was interpolated from observed gravity values.
 LR0210
 LR0210;                    North         East    Units  Estimated Accuracy
 LR0210;SPC NV C     - 6,654,880.      491,830.      MT  (+/- 180 meters Scaled)
 LR0210
 LR0210                          SUPERSEDED SURVEY CONTROL
 LR0210
 LR0210  NGVD 29 (??/??/92) 1385.051  (m)         4544.12   (f) ADJ UNCH    1 2
 LR0210
 LR0210.Superseded values are not recommended for survey control.
 LR0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0210.See file dsdata.txt to determine how the superseded data were derived.
 LR0210
 LR0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF200000(NAD 83)
 LR0210_MARKER: DB = BENCH MARK DISK
 LR0210_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LR0210_STAMPING: L 351 1953
 LR0210_MARK LOGO: CGS   
 LR0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0210+STABILITY: SURFACE MOTION
 LR0210
 LR0210  HISTORY     - Date     Condition        Report By
 LR0210  HISTORY     - 1953     MONUMENTED       CGS
 LR0210  HISTORY     - 1984     GOOD             NGS
 LR0210
 LR0210                          STATION DESCRIPTION
 LR0210
 LR0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0210'10.9 MI E FROM BATTLE MOUNTAIN.
 LR0210'10.9 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0210'STATION AT BATTLE MOUNTAIN, 0.2 MILE (6-1/4 POLES) SOUTHWEST OF
 LR0210'MILEPOLE 487, AT 24-INCH CONCRETE PIPE CULVERT 486.81, IN THE TOP OF
 LR0210'THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL, 15.4 FEET
 LR0210'SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 4 FEET LOWER THAN THE
 LR0210'TRACK.
 LR0210
 LR0210                          STATION RECOVERY (1984)
 LR0210
 LR0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0009 ***********************************************************************
 LR0009  DESIGNATION -  L 352
 LR0009  PID         -  LR0009
 LR0009  STATE/COUNTY-  NV/EUREKA
 LR0009  USGS QUAD   -  BEOWAWE (1986)
 LR0009
 LR0009                         *CURRENT SURVEY CONTROL
 LR0009  ___________________________________________________________________
 LR0009* NAD 83(1986)-  40 34 22.     (N)    116 26 29.     (W)     SCALED    
 LR0009* NAVD 88     -      1437.085  (meters)    4714.84   (feet)  ADJUSTED  
 LR0009  ___________________________________________________________________
 LR0009  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 LR0009  DYNAMIC HT  -        1435.913 (meters)    4710.99  (feet)  COMP
 LR0009  MODELED GRAV-     979,759.1   (mgal)                       NAVD 88
 LR0009
 LR0009  VERT ORDER  -  FIRST     CLASS II
 LR0009
 LR0009.The horizontal coordinates were scaled from a topographic map and have
 LR0009.an estimated accuracy of +/- 6 seconds.
 LR0009
 LR0009.The orthometric height was determined by differential leveling
 LR0009.and adjusted by the National Geodetic Survey in June 1991..
 LR0009
 LR0009.The geoid height was determined by GEOID03.
 LR0009
 LR0009.The dynamic height is computed by dividing the NAVD 88
 LR0009.geopotential number by the normal gravity value computed on the
 LR0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0009.degrees latitude (g = 980.6199 gals.).
 LR0009
 LR0009.The modeled gravity was interpolated from observed gravity values.
 LR0009
 LR0009;                    North         East    Units  Estimated Accuracy
 LR0009;SPC NV E     - 8,646,560.      127,350.      MT  (+/- 180 meters Scaled)
 LR0009
 LR0009                          SUPERSEDED SURVEY CONTROL
 LR0009
 LR0009  NGVD 29 (??/??/92) 1436.009  (m)         4711.31   (f) ADJ UNCH    1 2
 LR0009
 LR0009.Superseded values are not recommended for survey control.
 LR0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0009.See file dsdata.txt to determine how the superseded data were derived.
 LR0009
 LR0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE472914(NAD 83)
 LR0009_MARKER: DB = BENCH MARK DISK
 LR0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LR0009_SP_SET: SEMAPHORE SIGNAL
 LR0009_STAMPING: L 352 1953
 LR0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0009
 LR0009  HISTORY     - Date     Condition        Report By
 LR0009  HISTORY     - 1953     MONUMENTED       CGS
 LR0009
 LR0009                          STATION DESCRIPTION
 LR0009
 LR0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0009'2.5 MI SE FROM BEOWAWE.
 LR0009'2.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0009'THE STATION AT BEOWAWE, 0.4 MILE (12-1/3 POLES) WEST OF MILEPOLE 511,
 LR0009'AT 48-INCH CAST IRON PIPE CULVERT 510.67, IN THE TOP OF THE WEST END
 LR0009'OF THE SOUTH CONCRETE HEAD WALL, 109.2 FEET SOUTHEAST OF THE SOUTHEAST
 LR0009'CORNER OF THE CONCRETE BASE OF SEMAPHORE SIGNAL 5107, 12.4 FEET SOUTH
 LR0009'OF THE SOUTH RAIL, AND ABOUT 5 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0027 ***********************************************************************
 LR0027  DESIGNATION -  L 353
 LR0027  PID         -  LR0027
 LR0027  STATE/COUNTY-  NV/EUREKA
 LR0027  USGS QUAD   -  PALISADE (1985)
 LR0027
 LR0027                         *CURRENT SURVEY CONTROL
 LR0027  ___________________________________________________________________
 LR0027* NAD 83(1986)-  40 36 59.     (N)    116 11 45.     (W)     SCALED    
 LR0027* NAVD 88     -      1476.856  (meters)    4845.32   (feet)  ADJUSTED  
 LR0027  ___________________________________________________________________
 LR0027  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 LR0027  DYNAMIC HT  -        1475.644 (meters)    4841.34  (feet)  COMP
 LR0027  MODELED GRAV-     979,752.1   (mgal)                       NAVD 88
 LR0027
 LR0027  VERT ORDER  -  FIRST     CLASS II
 LR0027
 LR0027.The horizontal coordinates were scaled from a topographic map and have
 LR0027.an estimated accuracy of +/- 6 seconds.
 LR0027
 LR0027.The orthometric height was determined by differential leveling
 LR0027.and adjusted by the National Geodetic Survey in June 1991..
 LR0027
 LR0027.The geoid height was determined by GEOID03.
 LR0027
 LR0027.The dynamic height is computed by dividing the NAVD 88
 LR0027.geopotential number by the normal gravity value computed on the
 LR0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0027.degrees latitude (g = 980.6199 gals.).
 LR0027
 LR0027.The modeled gravity was interpolated from observed gravity values.
 LR0027
 LR0027;                    North         East    Units  Estimated Accuracy
 LR0027;SPC NV E     - 8,651,230.      148,180.      MT  (+/- 180 meters Scaled)
 LR0027
 LR0027                          SUPERSEDED SURVEY CONTROL
 LR0027
 LR0027  NGVD 29 (??/??/92) 1475.774  (m)         4841.77   (f) ADJ UNCH    1 2
 LR0027
 LR0027.Superseded values are not recommended for survey control.
 LR0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0027.See file dsdata.txt to determine how the superseded data were derived.
 LR0027
 LR0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE680964(NAD 83)
 LR0027_MARKER: DB = BENCH MARK DISK
 LR0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0027_SP_SET: ABUTMENT
 LR0027_STAMPING: L 353 1953
 LR0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0027
 LR0027  HISTORY     - Date     Condition        Report By
 LR0027  HISTORY     - 1953     MONUMENTED       CGS
 LR0027
 LR0027                          STATION DESCRIPTION
 LR0027
 LR0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0027'IN PALISADE.
 LR0027'AT PALISADE, 0.2 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY
 LR0027'RAILROAD FROM THE STATION, AT THE CROSSING OF A GRAVELED ROAD, AT
 LR0027'SMALL BRIDGE 525.92, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 LR0027'CONCRETE ABUTMENT, 50 1/2 FEET EAST OF THE CENTER OF THE CROSSING,
 LR0027'45.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND ABOUT
 LR0027'2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0463 ***********************************************************************
 LQ0463  DESIGNATION -  L 354
 LQ0463  PID         -  LQ0463
 LQ0463  STATE/COUNTY-  NV/ELKO
 LQ0463  USGS QUAD   -  RYNDON (1982)
 LQ0463
 LQ0463                         *CURRENT SURVEY CONTROL
 LQ0463  ___________________________________________________________________
 LQ0463* NAD 83(1986)-  40 56 13.     (N)    115 34 46.     (W)     SCALED    
 LQ0463* NAVD 88     -      1577.425  (meters)    5175.27   (feet)  ADJUSTED  
 LQ0463  ___________________________________________________________________
 LQ0463  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 LQ0463  DYNAMIC HT  -        1576.126 (meters)    5171.01  (feet)  COMP
 LQ0463  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 LQ0463
 LQ0463  VERT ORDER  -  FIRST     CLASS II
 LQ0463
 LQ0463.The horizontal coordinates were scaled from a topographic map and have
 LQ0463.an estimated accuracy of +/- 6 seconds.
 LQ0463
 LQ0463.The orthometric height was determined by differential leveling
 LQ0463.and adjusted by the National Geodetic Survey in June 1991..
 LQ0463
 LQ0463.The geoid height was determined by GEOID03.
 LQ0463
 LQ0463.The dynamic height is computed by dividing the NAVD 88
 LQ0463.geopotential number by the normal gravity value computed on the
 LQ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0463.degrees latitude (g = 980.6199 gals.).
 LQ0463
 LQ0463.The modeled gravity was interpolated from observed gravity values.
 LQ0463
 LQ0463;                    North         East    Units  Estimated Accuracy
 LQ0463;SPC NV E     - 8,686,640.      200,330.      MT  (+/- 180 meters Scaled)
 LQ0463
 LQ0463                          SUPERSEDED SURVEY CONTROL
 LQ0463
 LQ0463  NGVD 29 (??/??/92) 1576.282  (m)         5171.52   (f) ADJ UNCH    1 2
 LQ0463
 LQ0463.Superseded values are not recommended for survey control.
 LQ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0463.See file dsdata.txt to determine how the superseded data were derived.
 LQ0463
 LQ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF195327(NAD 83)
 LQ0463_MARKER: DB = BENCH MARK DISK
 LQ0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0463_SP_SET: FOUNDATION
 LQ0463_STAMPING: L 354 1953
 LQ0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0463
 LQ0463  HISTORY     - Date     Condition        Report By
 LQ0463  HISTORY     - 1953     MONUMENTED       CGS
 LQ0463  HISTORY     - 1961     MARK NOT FOUND   USGS
 LQ0463
 LQ0463                          STATION DESCRIPTION
 LQ0463
 LQ0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LQ0463'7.4 MI W FROM HALLECK.
 LQ0463'7.4 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LQ0463'STATION AT HALLECK, AT THE SOUTHEAST END OF TUNNEL 4, IN THE TOP OF
 LQ0463'THE CONCRETE FOUNDATION OF THE NORTHEAST CONCRETE WALL OF THE TUNNEL
 LQ0463'LINING, 6.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.3 FEET SOUTHEAST
 LQ0463'OF THE SOUTHEAST END OF THE LINING, AND ABOUT 1 FOOT LOWER THAN THE
 LQ0463'TOP OF THE RAIL.
 LQ0463
 LQ0463                          STATION RECOVERY (1961)
 LQ0463
 LQ0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LQ0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0425 ***********************************************************************
 MT0425  DESIGNATION -  L 355
 MT0425  PID         -  MT0425
 MT0425  STATE/COUNTY-  NV/ELKO
 MT0425  USGS QUAD   -  TABOR FLATS (1976)
 MT0425
 MT0425                         *CURRENT SURVEY CONTROL
 MT0425  ___________________________________________________________________
 MT0425* NAD 83(1986)-  41 07 38.     (N)    115 08 09.     (W)     SCALED    
 MT0425* NAVD 88     -      1673.732  (meters)    5491.24   (feet)  ADJUSTED  
 MT0425  ___________________________________________________________________
 MT0425  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 MT0425  DYNAMIC HT  -        1672.336 (meters)    5486.66  (feet)  COMP
 MT0425  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 MT0425
 MT0425  VERT ORDER  -  FIRST     CLASS II
 MT0425
 MT0425.The horizontal coordinates were scaled from a topographic map and have
 MT0425.an estimated accuracy of +/- 6 seconds.
 MT0425
 MT0425.The orthometric height was determined by differential leveling
 MT0425.and adjusted by the National Geodetic Survey in June 1991..
 MT0425
 MT0425.The geoid height was determined by GEOID03.
 MT0425
 MT0425.The dynamic height is computed by dividing the NAVD 88
 MT0425.geopotential number by the normal gravity value computed on the
 MT0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0425.degrees latitude (g = 980.6199 gals.).
 MT0425
 MT0425.The modeled gravity was interpolated from observed gravity values.
 MT0425
 MT0425;                    North         East    Units  Estimated Accuracy
 MT0425;SPC NV E     - 8,707,870.      237,570.      MT  (+/- 180 meters Scaled)
 MT0425
 MT0425                          SUPERSEDED SURVEY CONTROL
 MT0425
 MT0425  NGVD 29 (??/??/92) 1672.554  (m)         5487.37   (f) ADJ UNCH    1 2
 MT0425
 MT0425.Superseded values are not recommended for survey control.
 MT0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0425.See file dsdata.txt to determine how the superseded data were derived.
 MT0425
 MT0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF564545(NAD 83)
 MT0425_MARKER: DB = BENCH MARK DISK
 MT0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0425_STAMPING: L 355 1953
 MT0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0425+STABILITY: SURFACE MOTION
 MT0425
 MT0425  HISTORY     - Date     Condition        Report By
 MT0425  HISTORY     - 1953     MONUMENTED       CGS
 MT0425
 MT0425                          STATION DESCRIPTION
 MT0425
 MT0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0425'8.3 MI NE FROM DEETH.
 MT0425'8.3 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0425'THE STATION AT DEETH, 148 1/2 FEET SOUTH OF AND ACROSS THE TRACK FROM
 MT0425'MILEPOLE 598, NEAR THE EAST END AND ON THE SOUTH BANK OF A CUT, 65.4
 MT0425'FEET SOUTH OF THE SOUTH RAIL OF THE WESTERN PACIFIC TRACK, 59.0 FEET
 MT0425'NORTHWEST OF THE WEST END OF A WIRE GATE, 13.6 FEET NORTH OF A FENCE,
 MT0425'IN LINE WITH A ROW OF POLES, 2 1/2 FEET EAST OF TELEGRAPH POLE F 20,
 MT0425'1.6 FEET WEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE TRACK,
 MT0425'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MT0425'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0951 ***********************************************************************
 KR0951  DESIGNATION -  L 357
 KR0951  PID         -  KR0951
 KR0951  STATE/COUNTY-  NV/WASHOE
 KR0951  USGS QUAD   -  WASHOE CITY (1994)
 KR0951
 KR0951                         *CURRENT SURVEY CONTROL
 KR0951  ___________________________________________________________________
 KR0951* NAD 83(1986)-  39 16 17.     (N)    119 50 26.     (W)     SCALED    
 KR0951* NAVD 88     -      1544.28   (+/-2cm)    5066.5    (feet)  VERTCON   
 KR0951  ___________________________________________________________________
 KR0951  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 KR0951
 KR0951  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0951
 KR0951.The horizontal coordinates were scaled from a topographic map and have
 KR0951.an estimated accuracy of +/- 6 seconds.
 KR0951
 KR0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0951.The vertical order pertains to the NGVD 29 superseded value.
 KR0951
 KR0951.The geoid height was determined by GEOID03.
 KR0951
 KR0951;                    North         East    Units  Estimated Accuracy
 KR0951;SPC NV W     - 4,502,480.      691,520.      MT  (+/- 180 meters Scaled)
 KR0951
 KR0951                          SUPERSEDED SURVEY CONTROL
 KR0951
 KR0951  NGVD 29 (??/??/92) 1543.112  (m)         5062.69   (f) ADJ UNCH    1 2
 KR0951
 KR0951.Superseded values are not recommended for survey control.
 KR0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0951.See file dsdata.txt to determine how the superseded data were derived.
 KR0951
 KR0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD549507(NAD 83)
 KR0951_MARKER: DB = BENCH MARK DISK
 KR0951_SETTING: 80 = SET IN A BOULDER
 KR0951_STAMPING: L 357 1953
 KR0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0951+STABILITY: SURFACE MOTION
 KR0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0951+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2003
 KR0951
 KR0951  HISTORY     - Date     Condition        Report By
 KR0951  HISTORY     - 1953     MONUMENTED       CGS
 KR0951  HISTORY     - 20030901 GOOD             USPSQD
 KR0951
 KR0951                          STATION DESCRIPTION
 KR0951
 KR0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0951'8.9 MI NW FROM CARSON CITY.
 KR0951'8.9 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR0951'CARSON CITY, 9.9 MILES SOUTHWEST OF STEAMBOAT, AT THE MAIN ENTRANCE TO
 KR0951'THE FLYING ME RANCH, IN THE TOP OF AND NEAR THE NORTHWEST EDGE OF A 4-
 KR0951'BY 4-FOOT EMBEDDED BOULDER UNDER A BOARD FENCE, 53 1/2 FEET SOUTH OF
 KR0951'THE CENTER LINE OF THE DRIVEWAY, 39.9 FEET EAST OF THE CENTER LINE OF
 KR0951'THE HIGHWAY, 27 1/2 FEET SOUTH OF AN IRRIGATION PUMP, 0.7 FOOT WEST OF
 KR0951'THE FENCE, 5.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 KR0951'HIGHWAY, AND ABOUT 1 FOOT ABOVE THE GROUND.
 KR0951
 KR0951                          STATION RECOVERY (2003)
 KR0951
 KR0951'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0951'CORRECTION TO DIRECTIONS. HIGHWAY NOW NV429. COORDINATES ARE N39 16
 KR0951'17.6 W119 50 27.0. TAKEN WITH GARMIN 168 IN WAAS MODE, DOP 1.3, 9
 KR0951'SATALITES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1033 ***********************************************************************
 KR1033  DESIGNATION -  L 358
 KR1033  PID         -  KR1033
 KR1033  STATE/COUNTY-  NV/LYON
 KR1033  USGS QUAD   -  MISFITS FLAT (1985)
 KR1033
 KR1033                         *CURRENT SURVEY CONTROL
 KR1033  ___________________________________________________________________
 KR1033* NAD 83(1986)-  39 17 22.     (N)    119 29 52.     (W)     SCALED    
 KR1033* NAVD 88     -      1306.98   (+/-2cm)    4288.0    (feet)  VERTCON   
 KR1033  ___________________________________________________________________
 KR1033  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KR1033
 KR1033  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1033
 KR1033.The horizontal coordinates were scaled from a topographic map and have
 KR1033.an estimated accuracy of +/- 6 seconds.
 KR1033
 KR1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1033.The vertical order pertains to the NGVD 29 superseded value.
 KR1033
 KR1033.The geoid height was determined by GEOID03.
 KR1033
 KR1033;                    North         East    Units  Estimated Accuracy
 KR1033;SPC NV W     - 4,504,130.      721,120.      MT  (+/- 180 meters Scaled)
 KR1033
 KR1033                          SUPERSEDED SURVEY CONTROL
 KR1033
 KR1033  NGVD 29 (??/??/92) 1305.946  (m)         4284.59   (f) ADJ UNCH    1 2
 KR1033
 KR1033.Superseded values are not recommended for survey control.
 KR1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1033.See file dsdata.txt to determine how the superseded data were derived.
 KR1033
 KR1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD845518(NAD 83)
 KR1033_MARKER: DB = BENCH MARK DISK
 KR1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1033_STAMPING: L 358 1953
 KR1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1033+STABILITY: SURFACE MOTION
 KR1033
 KR1033  HISTORY     - Date     Condition        Report By
 KR1033  HISTORY     - 1953     MONUMENTED       CGS
 KR1033
 KR1033                          STATION DESCRIPTION
 KR1033
 KR1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR1033'6.5 MI NE FROM DAYTON.
 KR1033'1.6 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT DAYTON,
 KR1033'THENCE 4.9 MILES NORTHEAST ALONG THE ABANDONED SOUTHERN PACIFIC
 KR1033'COMPANY RAILROAD BED, ABOUT 0.5 MILE NORTHEAST OF THE CROSSING OF A
 KR1033'TELEPHONE LINE, 0.1 MILE SOUTHWEST OF A LOW ROCKY HILL, 25 FEET
 KR1033'NORTHWEST OF THE CENTER LINE OF THE RAILROAD BED, 1.0 FOOT SOUTHEAST
 KR1033'OF A FENCE, 1.8 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 KR1033'THAN THE RAILROAD BED, AND SET IN THE TOP OF A CONCRETE POST
 KR1033'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0252 ***********************************************************************
 JR0252  DESIGNATION -  L 359
 JR0252  PID         -  JR0252
 JR0252  STATE/COUNTY-  NV/MINERAL
 JR0252  USGS QUAD   -  BELLEVILLE (1982)
 JR0252
 JR0252                         *CURRENT SURVEY CONTROL
 JR0252  ___________________________________________________________________
 JR0252* NAD 83(1986)-  38 14 22.     (N)    118 08 17.     (W)     SCALED    
 JR0252* NAVD 88     -      1457.014  (meters)    4780.22   (feet)  ADJUSTED  
 JR0252  ___________________________________________________________________
 JR0252  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 JR0252  DYNAMIC HT  -        1455.489 (meters)    4775.22  (feet)  COMP
 JR0252  MODELED GRAV-     979,531.6   (mgal)                       NAVD 88
 JR0252
 JR0252  VERT ORDER  -  FIRST     CLASS II
 JR0252
 JR0252.The horizontal coordinates were scaled from a topographic map and have
 JR0252.an estimated accuracy of +/- 6 seconds.
 JR0252
 JR0252.The orthometric height was determined by differential leveling
 JR0252.and adjusted by the National Geodetic Survey in June 1991..
 JR0252
 JR0252.The geoid height was determined by GEOID03.
 JR0252
 JR0252.The dynamic height is computed by dividing the NAVD 88
 JR0252.geopotential number by the normal gravity value computed on the
 JR0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0252.degrees latitude (g = 980.6199 gals.).
 JR0252
 JR0252.The modeled gravity was interpolated from observed gravity values.
 JR0252
 JR0252;                    North         East    Units  Estimated Accuracy
 JR0252;SPC NV W     - 4,387,270.      838,980.      MT  (+/- 180 meters Scaled)
 JR0252
 JR0252                          SUPERSEDED SURVEY CONTROL
 JR0252
 JR0252  NGVD 29 (??/??/92) 1455.869  (m)         4776.46   (f) ADJ UNCH    1 2
 JR0252
 JR0252.Superseded values are not recommended for survey control.
 JR0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0252.See file dsdata.txt to determine how the superseded data were derived.
 JR0252
 JR0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC004329(NAD 83)
 JR0252_MARKER: DB = BENCH MARK DISK
 JR0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0252_SP_SET: CONCRETE POST
 JR0252_STAMPING: L 359 1953
 JR0252_MARK LOGO: CGS   
 JR0252_PROJECTION: PROJECTING 10 CENTIMETERS
 JR0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0252+STABILITY: SURFACE MOTION
 JR0252
 JR0252  HISTORY     - Date     Condition        Report By
 JR0252  HISTORY     - 1953     MONUMENTED       CGS
 JR0252  HISTORY     - 1986     GOOD             NGS
 JR0252
 JR0252                          STATION DESCRIPTION
 JR0252
 JR0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0252'12.4 MI S FROM MINA.
 JR0252'9.4 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 JR0252'COMPANY RAILROAD STATION AT MINA, THENCE 3.0 MILES SOUTHWEST
 JR0252'ALONG A GRAVELED ROAD ON AN ABANDONED SOUTHERN PACIFIC COMPANY
 JR0252'RAILROAD BED, 50 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JR0252'2.9 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 JR0252'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JR0252'0.4 FOOT ABOVE THE GROUND.
 JR0252
 JR0252                          STATION RECOVERY (1986)
 JR0252
 JR0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0252'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.2 KM (8.2
 JR0252'MI) SOUTH ALONG US HIGHWAY 95 FROM THE FIRE STATION IN MINA, THENCE
 JR0252'4.9 KM (3.0 MI) SOUTHWEST ALONG STATE HIGHWAY 360, 0.22 KM (0.14 MI)
 JR0252'EAST OF MILEPOST 20, 120.1 METERS (394 FT) SOUTHEAST OF THE
 JR0252'CENTERLINE OF THE HIGHWAY, 14.9 METERS (49.0 FT) SOUTH OF THE CENTER
 JR0252'OF A TRACK ROAD.
 JR0252'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 JR0252'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0031 ***********************************************************************
 KP0031  DESIGNATION -  L 36
 KP0031  PID         -  KP0031
 KP0031  STATE/COUNTY-  NV/WHITE PINE
 KP0031  USGS QUAD   -  SACRAMENTO PASS (1987)
 KP0031
 KP0031                         *CURRENT SURVEY CONTROL
 KP0031  ___________________________________________________________________
 KP0031* NAD 83(1986)-  39 09 38.     (N)    114 21 13.     (W)     SCALED    
 KP0031* NAVD 88     -      2064.791  (meters)    6774.24   (feet)  ADJUSTED  
 KP0031  ___________________________________________________________________
 KP0031  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 KP0031  DYNAMIC HT  -        2062.553 (meters)    6766.89  (feet)  COMP
 KP0031  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 KP0031
 KP0031  VERT ORDER  -  FIRST     CLASS II
 KP0031
 KP0031.The horizontal coordinates were scaled from a topographic map and have
 KP0031.an estimated accuracy of +/- 6 seconds.
 KP0031
 KP0031.The orthometric height was determined by differential leveling
 KP0031.and adjusted by the National Geodetic Survey in June 1991..
 KP0031
 KP0031.The geoid height was determined by GEOID03.
 KP0031
 KP0031.The dynamic height is computed by dividing the NAVD 88
 KP0031.geopotential number by the normal gravity value computed on the
 KP0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0031.degrees latitude (g = 980.6199 gals.).
 KP0031
 KP0031.The modeled gravity was interpolated from observed gravity values.
 KP0031
 KP0031;                    North         East    Units  Estimated Accuracy
 KP0031;SPC NV E     - 8,490,140.      306,280.      MT  (+/- 180 meters Scaled)
 KP0031
 KP0031                          SUPERSEDED SURVEY CONTROL
 KP0031
 KP0031  NGVD 29 (??/??/92) 2063.532  (m)         6770.10   (f) ADJ UNCH    1 2
 KP0031
 KP0031.Superseded values are not recommended for survey control.
 KP0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0031.See file dsdata.txt to determine how the superseded data were derived.
 KP0031
 KP0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD286379(NAD 83)
 KP0031_MARKER: DB = BENCH MARK DISK
 KP0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0031_STAMPING: L 36 1934
 KP0031_MARK LOGO: CGS   
 KP0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0031+STABILITY: SURFACE MOTION
 KP0031
 KP0031  HISTORY     - Date     Condition        Report By
 KP0031  HISTORY     - 1934     MONUMENTED       CGS
 KP0031  HISTORY     - 1959     GOOD             NGS
 KP0031  HISTORY     - 1984     GOOD             NGS
 KP0031
 KP0031                          STATION DESCRIPTION
 KP0031
 KP0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KP0031'17.6 MI NW FROM BAKER.
 KP0031'17.6 MILES NORTHWEST ALONG U.S. HIGHWAY 6 AND 50 FROM THE GARAGE AT
 KP0031'BAKER, 1700 FEET SOUTHEAST OF A COMBINATION TAVERN AND GAS STATION, ON
 KP0031'THE NORTH SIDE OF THE HIGHWAY, 450 FEET SOUTHEAST OF A DEVELOPED
 KP0031'SPRING, ON THE NORTH SIDE OF A DIRT ROAD THAT FORMERLY WAS THE HIGHWAY
 KP0031'AND ON THE SOUTH SIDE OF A DIRT ROAD THAT LEADS NORTHEAST INTO A
 KP0031'CANYON, AND 650 FEET FROM THE JUNCTION OF THIS LAST ROAD WITH THE
 KP0031'PAVED HIGHWAY.
 KP0031
 KP0031                          STATION RECOVERY (1984)
 KP0031
 KP0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0031'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.7 KM
 KP0031'(5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0031'OFFICE AT BAKER, THENCE 19.4 KM (12.1 MI) WEST ALONG US HIGHWAYS 6 AND
 KP0031'50, THENCE 0.2 KM (0.1 MI) EAST ALONG A TRACK ROAD, IN THE WEST CORNER
 KP0031'OF THE T JUNCTION OF A DIRT ROAD LEADING SOUTH, 2.7 METERS (9 FT)
 KP0031'SOUTH OF THE CENTER OF THE TRACK ROAD AND 12.9 METERS (42.5 FT) EAST
 KP0031'OF THE CENTER OF THE ROAD LEADING SOUTH.
 KP0031'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 KP0031'THE MARK IS 0.15 M ABOVE THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0259 ***********************************************************************
 JR0259  DESIGNATION -  L 360
 JR0259  PID         -  JR0259
 JR0259  STATE/COUNTY-  NV/MINERAL
 JR0259  USGS QUAD   -  BELLEVILLE (1982)
 JR0259
 JR0259                         *CURRENT SURVEY CONTROL
 JR0259  ___________________________________________________________________
 JR0259* NAD 83(1986)-  38 12 23.     (N)    118 11 21.     (W)     SCALED    
 JR0259* NAVD 88     -      1603.446  (meters)    5260.64   (feet)  ADJUSTED  
 JR0259  ___________________________________________________________________
 JR0259  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 JR0259  DYNAMIC HT  -        1601.716 (meters)    5254.96  (feet)  COMP
 JR0259  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 JR0259
 JR0259  VERT ORDER  -  FIRST     CLASS II
 JR0259
 JR0259.The horizontal coordinates were scaled from a topographic map and have
 JR0259.an estimated accuracy of +/- 6 seconds.
 JR0259
 JR0259.The orthometric height was determined by differential leveling
 JR0259.and adjusted by the National Geodetic Survey in June 1991..
 JR0259
 JR0259.The geoid height was determined by GEOID03.
 JR0259
 JR0259.The dynamic height is computed by dividing the NAVD 88
 JR0259.geopotential number by the normal gravity value computed on the
 JR0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0259.degrees latitude (g = 980.6199 gals.).
 JR0259
 JR0259.The modeled gravity was interpolated from observed gravity values.
 JR0259
 JR0259;                    North         East    Units  Estimated Accuracy
 JR0259;SPC NV W     - 4,383,580.      834,520.      MT  (+/- 180 meters Scaled)
 JR0259
 JR0259                          SUPERSEDED SURVEY CONTROL
 JR0259
 JR0259  NGVD 29 (??/??/92) 1602.239  (m)         5256.68   (f) ADJ UNCH    1 2
 JR0259
 JR0259.Superseded values are not recommended for survey control.
 JR0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0259.See file dsdata.txt to determine how the superseded data were derived.
 JR0259
 JR0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC958293(NAD 83)
 JR0259_MARKER: DB = BENCH MARK DISK
 JR0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0259_STAMPING: L 360 1953
 JR0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0259+STABILITY: SURFACE MOTION
 JR0259
 JR0259  HISTORY     - Date     Condition        Report By
 JR0259  HISTORY     - 1953     MONUMENTED       CGS
 JR0259  HISTORY     - 1955     GOOD             NGS
 JR0259  HISTORY     - 1967     POOR             NGS
 JR0259  HISTORY     - 1986     MARK NOT FOUND   NGS
 JR0259
 JR0259                          STATION DESCRIPTION
 JR0259
 JR0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0259'15.6 MI S FROM MINA.
 JR0259'8.6 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 JR0259'COMPANY RAILROAD STATION AT MINA, THENCE 7.0 MILES SOUTHWEST
 JR0259'ALONG STATE HIGHWAY 10, ALONG AN ABANDONED SOUTHERN PACIFIC
 JR0259'COMPANY RAILROAD BED, 0.9 MILE SOUTHWEST OF THE FORMER SITE
 JR0259'OF BELLEVILLE STATION AT B.M. F 13, 153.2 FEET SOUTHEAST OF THE
 JR0259'CENTER LINE OF THE HIGHWAY, 31 1/2 FEET SOUTHEAST OF THE
 JR0259'CENTER LINE OF THE RAILROAD BED, 2.5 FEET NORTH OF A WITNESS
 JR0259'POST, ABOUT 3 FEET HIGER THAN THE RAILROAD BED, ABOUT LEVEL
 JR0259'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JR0259'0.5 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 10 HAS BEEN
 JR0259'REBUILT SINCE THIS MARK WAS ESTABLISHED IN 1953.
 JR0259
 JR0259                          STATION RECOVERY (1967)
 JR0259
 JR0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JR0259'MARK RECOVERED IN POOR CONDITION.
 JR0259
 JR0259                          STATION RECOVERY (1986)
 JR0259
 JR0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0259'NOT RECOVERED.  A BROKEN CONCRETE POST AND WITNESS POST WERE FOUND AT
 JR0259'THE DESCRIBED LOCATION, BUT THE DISK WAS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0164 ***********************************************************************
 JR0164  DESIGNATION -  L 362
 JR0164  PID         -  JR0164
 JR0164  STATE/COUNTY-  NV/MINERAL
 JR0164  USGS QUAD   -  GILLIS CANYON (1988)
 JR0164
 JR0164                         *CURRENT SURVEY CONTROL
 JR0164  ___________________________________________________________________
 JR0164* NAD 83(1986)-  38 49 29.     (N)    118 42 13.     (W)     SCALED    
 JR0164* NAVD 88     -      1266.02   (+/-2cm)    4153.6    (feet)  VERTCON   
 JR0164  ___________________________________________________________________
 JR0164  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 JR0164
 JR0164  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0164
 JR0164.The horizontal coordinates were scaled from a topographic map and have
 JR0164.an estimated accuracy of +/- 6 seconds.
 JR0164
 JR0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0164.The vertical order pertains to the NGVD 29 superseded value.
 JR0164
 JR0164.The geoid height was determined by GEOID03.
 JR0164
 JR0164;                    North         East    Units  Estimated Accuracy
 JR0164;SPC NV W     - 4,452,150.      789,560.      MT  (+/- 180 meters Scaled)
 JR0164
 JR0164                          SUPERSEDED SURVEY CONTROL
 JR0164
 JR0164  NGVD 29 (??/??/92) 1264.936  (m)         4150.04   (f) ADJ UNCH    1 2
 JR0164
 JR0164.Superseded values are not recommended for survey control.
 JR0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0164.See file dsdata.txt to determine how the superseded data were derived.
 JR0164
 JR0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC521987(NAD 83)
 JR0164_MARKER: DB = BENCH MARK DISK
 JR0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0164_STAMPING: L 362 1953
 JR0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0164+STABILITY: SURFACE MOTION
 JR0164
 JR0164  HISTORY     - Date     Condition        Report By
 JR0164  HISTORY     - 1953     MONUMENTED       CGS
 JR0164
 JR0164                          STATION DESCRIPTION
 JR0164
 JR0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0164'11.8 MI SE FROM SCHURZ.
 JR0164'11.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0164'FROM THE STATION AT SCHURZ, 103 1/2 FEET NORTHEAST OF AND ACROSS
 JR0164'THE TRACK FROM MILEPOLE 366, 154 FEET SOUTHEAST OF THE EAST
 JR0164'CORNER OF A 4- BY 3-FOOT WOODEN BOX CULVERT 365.98, 75.7 FEET
 JR0164'NORTHEAST OF THE NORTHEAST RAIL, 16 1/2 FEET NORTHEAST OF THE
 JR0164'CENTER LINE OF THE CENTER LINE OF A GRADED ROAD, 2.5 FEET SOUTHWEST
 JR0164'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN
 JR0164'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0447 ***********************************************************************
 GR0447  DESIGNATION -  L 363
 GR0447  PID         -  GR0447
 GR0447  STATE/COUNTY-  NV/CLARK
 GR0447  USGS QUAD   -  GOVERNMENT WASH (1970)
 GR0447
 GR0447                         *CURRENT SURVEY CONTROL
 GR0447  ___________________________________________________________________
 GR0447* NAD 83(1986)-  36 13 20.     (N)    114 51 19.     (W)     SCALED    
 GR0447* NAVD 88     -       550.469  (meters)    1806.00   (feet)  POSTED    
 GR0447  ___________________________________________________________________
 GR0447  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 GR0447  DYNAMIC HT  -         549.930 (meters)    1804.23  (feet)  COMP
 GR0447  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 GR0447
 GR0447  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0447
 GR0447.The horizontal coordinates were scaled from a topographic map and have
 GR0447.an estimated accuracy of +/- 6 seconds.
 GR0447
 GR0447.The orthometric height was determined by differential leveling
 GR0447.and adjusted by the National Geodetic Survey in 1992..
 GR0447.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0447.rate of 0.0 thru 1.0 mm/km.
 GR0447
 GR0447.The geoid height was determined by GEOID03.
 GR0447
 GR0447.The dynamic height is computed by dividing the NAVD 88
 GR0447.geopotential number by the normal gravity value computed on the
 GR0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0447.degrees latitude (g = 980.6199 gals.).
 GR0447
 GR0447.The modeled gravity was interpolated from observed gravity values.
 GR0447
 GR0447;                    North         East    Units  Estimated Accuracy
 GR0447;SPC NV E     - 8,163,570.      265,450.      MT  (+/- 180 meters Scaled)
 GR0447
 GR0447                          SUPERSEDED SURVEY CONTROL
 GR0447
 GR0447  NGVD 29 (??/??/92)  549.794  (m)         1803.78   (f) ADJ UNCH    1 2
 GR0447
 GR0447.Superseded values are not recommended for survey control.
 GR0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0447.See file dsdata.txt to determine how the superseded data were derived.
 GR0447
 GR0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA927107(NAD 83)
 GR0447_MARKER: DB = BENCH MARK DISK
 GR0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0447_STAMPING: L 363 1963
 GR0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0447+STABILITY: SURFACE MOTION
 GR0447
 GR0447  HISTORY     - Date     Condition        Report By
 GR0447  HISTORY     - 1963     MONUMENTED       CGS
 GR0447
 GR0447                          STATION DESCRIPTION
 GR0447
 GR0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0447'11.0 MI S FROM APEX SIDING.
 GR0447'9.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM APEX SIDING, THENCE 1.4
 GR0447'MILES EAST ALONG A TRACK ROAD, AT THE SOUTH END OF A CURVE, 19 FEET
 GR0447'EAST OF THE CENTER LINE OF THE ROAD, 90 FEET SOUTH OF THE CENTER OF
 GR0447'THE CURVE, 2.8 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 GR0447'THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 GR0447'SUDDEN REFUSAL AT A DEPTH OF 14 FEET.  THE UPPER  PORTION OF THE ROD
 GR0447'IS ENCASED IN A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0689 ***********************************************************************
 GR0689  DESIGNATION -  L 364
 GR0689  PID         -  GR0689
 GR0689  STATE/COUNTY-  NV/CLARK
 GR0689  USGS QUAD   -  HENDERSON (1983)
 GR0689
 GR0689                         *CURRENT SURVEY CONTROL
 GR0689  ___________________________________________________________________
 GR0689* NAD 83(1986)-  36 02 18.     (N)    114 58 50.     (W)     SCALED    
 GR0689* NAVD 88     -       573.914  (meters)    1882.92   (feet)  ADJUSTED  
 GR0689  ___________________________________________________________________
 GR0689  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0689  DYNAMIC HT  -         573.329 (meters)    1881.00  (feet)  COMP
 GR0689  MODELED GRAV-     979,595.3   (mgal)                       NAVD 88
 GR0689
 GR0689  VERT ORDER  -  FIRST     CLASS II
 GR0689
 GR0689.The horizontal coordinates were scaled from a topographic map and have
 GR0689.an estimated accuracy of +/- 6 seconds.
 GR0689
 GR0689.The orthometric height was determined by differential leveling
 GR0689.and adjusted by the National Geodetic Survey in June 1991..
 GR0689
 GR0689.The geoid height was determined by GEOID03.
 GR0689
 GR0689.The dynamic height is computed by dividing the NAVD 88
 GR0689.geopotential number by the normal gravity value computed on the
 GR0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0689.degrees latitude (g = 980.6199 gals.).
 GR0689
 GR0689.The modeled gravity was interpolated from observed gravity values.
 GR0689
 GR0689;                    North         East    Units  Estimated Accuracy
 GR0689;SPC NV E     - 8,143,090.      254,320.      MT  (+/- 180 meters Scaled)
 GR0689
 GR0689                          SUPERSEDED SURVEY CONTROL
 GR0689
 GR0689  NGVD 29 (??/??/92)  573.201  (m)         1880.58   (f) ADJ UNCH    1 2
 GR0689
 GR0689.Superseded values are not recommended for survey control.
 GR0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0689.See file dsdata.txt to determine how the superseded data were derived.
 GR0689
 GR0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV819900(NAD 83)
 GR0689_MARKER: DB = BENCH MARK DISK
 GR0689_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0689_SP_SET: CULVERT
 GR0689_STAMPING: L 364 1963
 GR0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0689
 GR0689  HISTORY     - Date     Condition        Report By
 GR0689  HISTORY     - 1963     MONUMENTED       CGS
 GR0689  HISTORY     - 1980     GOOD             NGS
 GR0689
 GR0689                          STATION DESCRIPTION
 GR0689
 GR0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0689'0.2 MI SE FROM HENDERSON.
 GR0689'0.2 MILE SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE ROSE DE LIMA
 GR0689'HOSPITAL AT HENDERSON, 0.15 MILE SOUTHEAST OF THE JUNCTION OF VAGAS
 GR0689'WASH HIGHWAY, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 GR0689'CONCRETE HEAD WALL OF 18-INCH PIPE CULVERT 675+69 UNDER THE SOUTHWEST
 GR0689'TRAFFIC LANES OF THE HIGHWAY, 27 FEET NORTHEAST OF THE CENTER LINE OF
 GR0689'THE SOUTHWEST TRAFFIC LANES OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER
 GR0689'THEN THE HIGHWAY.
 GR0689
 GR0689                          STATION RECOVERY (1980)
 GR0689
 GR0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR0689'20.9 KILOMETERS (13.0 MILES) SOUTHEAST ALONG U. S. HIGHWAY 93 AND 95
 GR0689'FROM THE UNION PACIFIC RAILROAD STATION (UNION PLAZA HOTEL) IN LAS
 GR0689'VEGAS, 0.2 KILOMETER (0.15 MILE) SOUTHEAST OF LAKE MEAD DRIVE, SET IN
 GR0689'TOP OF THE NORTHEAST HEADWALL OF A 0.4-METER METAL PIPE CULVERT UNDER
 GR0689'THE SOUTHBOUND LANES OF THE HIGHWAY, 10.0 METERS (33 FEET) SOUTHWEST
 GR0689'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY AND 0.3
 GR0689'METER (1 FOOT) SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.
 GR0689'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0910 ***********************************************************************
 GR0910  DESIGNATION -  L 365
 GR0910  PID         -  GR0910
 GR0910  STATE/COUNTY-  NV/CLARK
 GR0910  USGS QUAD   -  VALLEY (1982)
 GR0910
 GR0910                         *CURRENT SURVEY CONTROL
 GR0910  ___________________________________________________________________
 GR0910* NAD 83(1986)-  36 15 55.     (N)    115 04 49.     (W)     SCALED    
 GR0910* NAVD 88     -       601.409  (meters)    1973.12   (feet)  ADJUSTED  
 GR0910  ___________________________________________________________________
 GR0910  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 GR0910  DYNAMIC HT  -         600.792 (meters)    1971.10  (feet)  COMP
 GR0910  MODELED GRAV-     979,589.1   (mgal)                       NAVD 88
 GR0910  OBS GRAVITY -     979,588.8   (mgal)                       GRAV_OBS
 GR0910
 GR0910  VERT ORDER  -  FIRST     CLASS II
 GR0910
 GR0910.The horizontal coordinates were scaled from a topographic map and have
 GR0910.an estimated accuracy of +/- 6 seconds.
 GR0910
 GR0910.The orthometric height was determined by differential leveling
 GR0910.and adjusted by the National Geodetic Survey in June 1991..
 GR0910
 GR0910.The geoid height was determined by GEOID03.
 GR0910
 GR0910.The dynamic height is computed by dividing the NAVD 88
 GR0910.geopotential number by the normal gravity value computed on the
 GR0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0910.degrees latitude (g = 980.6199 gals.).
 GR0910
 GR0910.The modeled gravity was interpolated from observed gravity values.
 GR0910.The observed gravity was obtained from relative gravimeter ties
 GR0910.to the IGSN71 gravity network.
 GR0910
 GR0910;                    North         East    Units  Estimated Accuracy
 GR0910;SPC NV E     - 8,168,220.      245,200.      MT  (+/- 180 meters Scaled)
 GR0910
 GR0910                          SUPERSEDED SURVEY CONTROL
 GR0910
 GR0910  NGVD 29 (??/??/92)  600.699  (m)         1970.79   (f) ADJ UNCH    1 2
 GR0910
 GR0910.Superseded values are not recommended for survey control.
 GR0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0910.See file dsdata.txt to determine how the superseded data were derived.
 GR0910
 GR0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA724150(NAD 83)
 GR0910_MARKER: DB = BENCH MARK DISK
 GR0910_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GR0910_SP_SET: 15 FEET
 GR0910_STAMPING: L 365 1963
 GR0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0910
 GR0910  HISTORY     - Date     Condition        Report By
 GR0910  HISTORY     - 1963     MONUMENTED       CGS
 GR0910  HISTORY     - 1980     GOOD             NGS
 GR0910
 GR0910                          STATION DESCRIPTION
 GR0910
 GR0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0910'7.9 MI NE FROM LAS VEGAS.
 GR0910'7.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0910'AT LAS VEGAS, 5 POLES SOUTHWEST OF MILEPOLE 342, 7.0 FEET SOUTHEAST OF
 GR0910'THE SOUTHEAST RAIL, 38.7 FEET SOUTH OF THE SOUTHEAST END OF THE
 GR0910'SOUTHWEST CONCRETE ABUTMENT OF BRIDGE 341.84, 55.6 FEET SOUTH OF BENCH
 GR0910'MARK P 303, 3.5 FEET SOUTHEAST OF A TELEPHONE POLE, 2.0 FEET SOUTHWEST
 GR0910'OF A WITNESS POST, 4.0 FEET NORTHEAST OF A FENCE CORNER, ABOUT 7 FEET
 GR0910'LOWER THAN THE TRACK.  A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 GR0910'ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 15 FEET. THE UPPER PORTION
 GR0910'OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 GR0910'GROUND.
 GR0910
 GR0910                          STATION RECOVERY (1980)
 GR0910
 GR0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1061 ***********************************************************************
 GR1061  DESIGNATION -  L 366
 GR1061  PID         -  GR1061
 GR1061  STATE/COUNTY-  NV/CLARK
 GR1061  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1061
 GR1061                         *CURRENT SURVEY CONTROL
 GR1061  ___________________________________________________________________
 GR1061* NAD 83(1986)-  36 08 19.     (N)    115 10 09.     (W)     SCALED    
 GR1061* NAVD 88     -       632.14   (+/-2cm)    2073.9    (feet)  VERTCON   
 GR1061  ___________________________________________________________________
 GR1061  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GR1061
 GR1061  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1061
 GR1061.The horizontal coordinates were scaled from a topographic map and have
 GR1061.an estimated accuracy of +/- 6 seconds.
 GR1061
 GR1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1061.The vertical order pertains to the NGVD 29 superseded value.
 GR1061
 GR1061.The geoid height was determined by GEOID03.
 GR1061
 GR1061;                    North         East    Units  Estimated Accuracy
 GR1061;SPC NV E     - 8,154,130.      237,270.      MT  (+/- 180 meters Scaled)
 GR1061
 GR1061                          SUPERSEDED SURVEY CONTROL
 GR1061
 GR1061  NGVD 29 (??/??/92)  631.509  (m)         2071.88   (f) ADJ UNCH    1 2
 GR1061
 GR1061.Superseded values are not recommended for survey control.
 GR1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1061.See file dsdata.txt to determine how the superseded data were derived.
 GR1061
 GR1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA647008(NAD 83)
 GR1061_MARKER: DB = BENCH MARK DISK
 GR1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1061_STAMPING: L 366 1963
 GR1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1061+STABILITY: SURFACE MOTION
 GR1061
 GR1061  HISTORY     - Date     Condition        Report By
 GR1061  HISTORY     - 1963     MONUMENTED       CGS
 GR1061  HISTORY     - 1980     MARK NOT FOUND   NGS
 GR1061  HISTORY     - 19961120 MARK NOT FOUND   USPSQD
 GR1061
 GR1061                          STATION DESCRIPTION
 GR1061
 GR1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1061'2.6 MI S FROM LAS VEGAS.
 GR1061'2.6 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1061'LAS VEGAS, 3/4 TELEPHONES POLES NORTH OF CULVERT 331.61, 22.8 FEET
 GR1061'SOUTHEAST OF THE SOUTHEAST RAIL, 139 FEET NORTHEAST OF THE CENTER OF
 GR1061'THE SOUTHEAST END OF THE CULVERT, 1.5 FEET NORTHEAST OF A TELEPHONE
 GR1061'POLE, 1.9 FEET SOUTHWEST OF A WITNESS POST, ABOUT 6 FEET LOWER THAN
 GR1061'THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 GR1061'GRADUAL REFUSAL AT A DEPTH OF 13 FEET.   THE UPPER PORTION OF THE ROD
 GR1061'IS ENCASED IN A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 GR1061
 GR1061                          STATION RECOVERY (1980)
 GR1061
 GR1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1061'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 GR1061
 GR1061                          STATION RECOVERY (1996)
 GR1061
 GR1061'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1217 ***********************************************************************
 GR1217  DESIGNATION -  L 367
 GR1217  PID         -  GR1217
 GR1217  STATE/COUNTY-  NV/CLARK
 GR1217  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1217
 GR1217                         *CURRENT SURVEY CONTROL
 GR1217  ___________________________________________________________________
 GR1217* NAD 83(1986)-  36 09 34.     (N)    115 13 36.     (W)     SCALED    
 GR1217* NAVD 88     -       702.11   (+/-2cm)    2303.5    (feet)  VERTCON   
 GR1217  ___________________________________________________________________
 GR1217  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 GR1217
 GR1217  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1217
 GR1217.The horizontal coordinates were scaled from a topographic map and have
 GR1217.an estimated accuracy of +/- 6 seconds.
 GR1217
 GR1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1217.The vertical order pertains to the NGVD 29 superseded value.
 GR1217
 GR1217.The geoid height was determined by GEOID03.
 GR1217
 GR1217;                    North         East    Units  Estimated Accuracy
 GR1217;SPC NV E     - 8,156,420.      232,090.      MT  (+/- 180 meters Scaled)
 GR1217
 GR1217                          SUPERSEDED SURVEY CONTROL
 GR1217
 GR1217  NGVD 29 (??/??/92)  701.477  (m)         2301.43   (f) ADJ UNCH    1 2
 GR1217
 GR1217.Superseded values are not recommended for survey control.
 GR1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1217.See file dsdata.txt to determine how the superseded data were derived.
 GR1217
 GR1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA595030(NAD 83)
 GR1217_MARKER: DB = BENCH MARK DISK
 GR1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1217_STAMPING: L 367 1963
 GR1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1217+STABILITY: SURFACE MOTION
 GR1217
 GR1217  HISTORY     - Date     Condition        Report By
 GR1217  HISTORY     - 1963     MONUMENTED       CGS
 GR1217  HISTORY     - 19870410 MARK NOT FOUND   USPSQD
 GR1217  HISTORY     - 19961120 MARK NOT FOUND   USPSQD
 GR1217
 GR1217                          STATION DESCRIPTION
 GR1217
 GR1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1217'5.1 MI W FROM LAS VEGAS.
 GR1217'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1217'LAS VEGAS, THENCE 4.1 MILES WEST ALONG CHARLESTON BOULEVARD, AT THE
 GR1217'JUNCTION OF CARPENTER DRIVE, 32 FEET NORTH OF THE CENTER LINE OF THE
 GR1217'BOULEVARD, 133 FEET WEST OF THE CENTER LINE OF THE DRIVE, 1.8 FEET
 GR1217'NORTHWEST OF THE CENTER OF A FIRE HYDRANT, 0.5 FOOT NORTH OF THE NORTH
 GR1217'EDGE OF SIDEWALK, ABOUT 1/2 FOOT HIGHER THAN THE BOULEVARD, AND SET IN
 GR1217'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 GR1217
 GR1217                          STATION RECOVERY (1987)
 GR1217
 GR1217'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 GR1217'MARK NOT FOUND.
 GR1217
 GR1217                          STATION RECOVERY (1996)
 GR1217
 GR1217'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0972 ***********************************************************************
 GR0972  DESIGNATION -  L 368
 GR0972  PID         -  GR0972
 GR0972  STATE/COUNTY-  NV/CLARK
 GR0972  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0972
 GR0972                         *CURRENT SURVEY CONTROL
 GR0972  ___________________________________________________________________
 GR0972* NAD 83(1986)-  36 11 44.     (N)    115 04 51.     (W)     SCALED    
 GR0972* NAVD 88     -       550.49   (+/-2cm)    1806.1    (feet)  VERTCON   
 GR0972  ___________________________________________________________________
 GR0972  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GR0972
 GR0972  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0972
 GR0972.The horizontal coordinates were scaled from a topographic map and have
 GR0972.an estimated accuracy of +/- 6 seconds.
 GR0972
 GR0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0972.The vertical order pertains to the NGVD 29 superseded value.
 GR0972
 GR0972.The geoid height was determined by GEOID03.
 GR0972
 GR0972;                    North         East    Units  Estimated Accuracy
 GR0972;SPC NV E     - 8,160,480.      245,190.      MT  (+/- 180 meters Scaled)
 GR0972
 GR0972                          SUPERSEDED SURVEY CONTROL
 GR0972
 GR0972  NGVD 29 (??/??/92)  549.815  (m)         1803.85   (f) ADJ UNCH    1 2
 GR0972
 GR0972.Superseded values are not recommended for survey control.
 GR0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0972.See file dsdata.txt to determine how the superseded data were derived.
 GR0972
 GR0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA725073(NAD 83)
 GR0972_MARKER: DB = BENCH MARK DISK
 GR0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0972_STAMPING: L 368 1963
 GR0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0972+STABILITY: SURFACE MOTION
 GR0972
 GR0972  HISTORY     - Date     Condition        Report By
 GR0972  HISTORY     - 1963     MONUMENTED       CGS
 GR0972  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR0972
 GR0972                          STATION DESCRIPTION
 GR0972
 GR0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0972'2.8 MI E FROM NORTH LAS VEGAS.
 GR0972'2.8 MILES EAST ALONG LAKE MEAD BOULEVARD FROM THE JUNCTION OF LAS
 GR0972'VEGAS BOULEVARD AT NORTH LAS VEGAS, AT THE INTERSECTION OF LAMB
 GR0972'BOULEVARD, 27 FEET SOUTH OF THE CENTER LINE OF LAKE MEAD BOULEVARD,
 GR0972'197 FEET WEST OF THE CENTER LINE OF LAMB BOULEVARD, 31 FEET WEST OF
 GR0972'THE WEST ONE OF TWO DRIVEWAYS SOUTH TO A HOUSE, 1 1/2 FEET WEST OF
 GR0972'POWER POLE 4267, 1.9 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER
 GR0972'THAN THE BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GR0972'0.4 FOOT ABOVE THE GROUND.
 GR0972
 GR0972                          STATION RECOVERY (1996)
 GR0972
 GR0972'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0956 ***********************************************************************
 GR0956  DESIGNATION -  L 369
 GR0956  PID         -  GR0956
 GR0956  STATE/COUNTY-  NV/CLARK
 GR0956  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0956
 GR0956                         *CURRENT SURVEY CONTROL
 GR0956  ___________________________________________________________________
 GR0956* NAD 83(1986)-  36 14 24.     (N)    115 06 58.     (W)     SCALED    
 GR0956* NAVD 88     -       587.80   (+/-2cm)    1928.5    (feet)  VERTCON   
 GR0956  ___________________________________________________________________
 GR0956  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GR0956
 GR0956  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0956
 GR0956.The horizontal coordinates were scaled from a topographic map and have
 GR0956.an estimated accuracy of +/- 6 seconds.
 GR0956
 GR0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0956.The vertical order pertains to the NGVD 29 superseded value.
 GR0956
 GR0956.The geoid height was determined by GEOID03.
 GR0956
 GR0956;                    North         East    Units  Estimated Accuracy
 GR0956;SPC NV E     - 8,165,400.      241,990.      MT  (+/- 180 meters Scaled)
 GR0956
 GR0956                          SUPERSEDED SURVEY CONTROL
 GR0956
 GR0956  NGVD 29 (??/??/92)  587.123  (m)         1926.25   (f) ADJ UNCH    1 2
 GR0956
 GR0956.Superseded values are not recommended for survey control.
 GR0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0956.See file dsdata.txt to determine how the superseded data were derived.
 GR0956
 GR0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA692122(NAD 83)
 GR0956_MARKER: DB = BENCH MARK DISK
 GR0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0956_STAMPING: L 369 1963
 GR0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0956+STABILITY: SURFACE MOTION
 GR0956
 GR0956  HISTORY     - Date     Condition        Report By
 GR0956  HISTORY     - 1963     MONUMENTED       CGS
 GR0956  HISTORY     - 19870725 MARK NOT FOUND   LOCSUR
 GR0956  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR0956
 GR0956                          STATION DESCRIPTION
 GR0956
 GR0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0956'6.15 MI NE FROM LAS VEGAS.
 GR0956'5.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0956'AT LAS VEGAS, THENCE 0.55 MILE WEST ALONG CRAIG ROAD, 157 FEET EAST OF
 GR0956'CENTER OF THE JUNCTION OF 25TH STREET SOUTH, 22 1/2 FEET NORTH OF THE
 GR0956'CENTER LINE OF THE ROAD, 1 1/2 FEET EAST OF A POWER POLE, 1.7 FEET
 GR0956'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP
 GR0956'OF A 5/8-INCH COPPER COATED ROD DRIVEN TO SUDDEN REFUSAL AT A DEPTH OF
 GR0956'24 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 GR0956'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 GR0956
 GR0956                          STATION RECOVERY (1987)
 GR0956
 GR0956'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GR0956'MARK NOT FOUND.
 GR0956
 GR0956                          STATION RECOVERY (1996)
 GR0956
 GR0956'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0054 ***********************************************************************
 LQ0054  DESIGNATION -  L 37
 LQ0054  PID         -  LQ0054
 LQ0054  STATE/COUNTY-  NV/ELKO
 LQ0054  USGS QUAD   -  SILVER ZONE PASS (1982)
 LQ0054
 LQ0054                         *CURRENT SURVEY CONTROL
 LQ0054  ___________________________________________________________________
 LQ0054* NAD 83(1986)-  40 55 04.     (N)    114 19 17.     (W)     SCALED    
 LQ0054* NAVD 88     -      1780.534  (meters)    5841.64   (feet)  ADJUSTED  
 LQ0054  ___________________________________________________________________
 LQ0054  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 LQ0054  DYNAMIC HT  -        1779.045 (meters)    5836.75  (feet)  COMP
 LQ0054  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 LQ0054
 LQ0054  VERT ORDER  -  SECOND    CLASS 0
 LQ0054
 LQ0054.The horizontal coordinates were scaled from a topographic map and have
 LQ0054.an estimated accuracy of +/- 6 seconds.
 LQ0054
 LQ0054.The orthometric height was determined by differential leveling
 LQ0054.and adjusted by the National Geodetic Survey in June 1991..
 LQ0054
 LQ0054.The geoid height was determined by GEOID03.
 LQ0054
 LQ0054.The dynamic height is computed by dividing the NAVD 88
 LQ0054.geopotential number by the normal gravity value computed on the
 LQ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0054.degrees latitude (g = 980.6199 gals.).
 LQ0054
 LQ0054.The modeled gravity was interpolated from observed gravity values.
 LQ0054
 LQ0054;                    North         East    Units  Estimated Accuracy
 LQ0054;SPC NV E     - 8,685,280.      306,300.      MT  (+/- 180 meters Scaled)
 LQ0054
 LQ0054                          SUPERSEDED SURVEY CONTROL
 LQ0054
 LQ0054  NGVD 29 (??/??/92) 1779.438  (m)         5838.04   (f) ADJ UNCH    2 0
 LQ0054
 LQ0054.Superseded values are not recommended for survey control.
 LQ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0054.See file dsdata.txt to determine how the superseded data were derived.
 LQ0054
 LQ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF255330(NAD 83)
 LQ0054_MARKER: DB = BENCH MARK DISK
 LQ0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LQ0054_SP_SET: OVERPASS
 LQ0054_STAMPING: L 37 1934
 LQ0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0054
 LQ0054  HISTORY     - Date     Condition        Report By
 LQ0054  HISTORY     - 1934     MONUMENTED       CGS
 LQ0054  HISTORY     - 1971     GOOD             USGS
 LQ0054
 LQ0054                          STATION DESCRIPTION
 LQ0054
 LQ0054'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 LQ0054'8.3 MI E FROM SHAFTER.
 LQ0054'8.3 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 LQ0054'AT SHAFTER, ELKO COUNTY, ABOUT 1000 FEET EAST OF MILEPOST 774, AT A
 LQ0054'HIGHWAY OVERPASS, ON THE SOUTH FACE OF THE NORTH BRIDGE PIER AND SET
 LQ0054'VERTICALLY ABOUT 2 FEET ABOVE THE TRACK, 9 FEET NORTH OF THE CENTER
 LQ0054'LINE OF THE TRACK.  A STANDARD DISK, STAMPED L 37 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1036 ***********************************************************************
 GR1036  DESIGNATION -  L 370 RESET
 GR1036  PID         -  GR1036
 GR1036  STATE/COUNTY-  NV/CLARK
 GR1036  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1036
 GR1036                         *CURRENT SURVEY CONTROL
 GR1036  ___________________________________________________________________
 GR1036* NAD 83(1986)-  36 06 02.     (N)    115 08 40.     (W)     SCALED    
 GR1036* NAVD 88     -       623.67   (+/-2cm)    2046.2    (feet)  VERTCON   
 GR1036  ___________________________________________________________________
 GR1036  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GR1036
 GR1036  VERT ORDER  -  THIRD (See Below)
 GR1036
 GR1036.The horizontal coordinates were scaled from a topographic map and have
 GR1036.an estimated accuracy of +/- 6 seconds.
 GR1036
 GR1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1036.The vertical order pertains to the NGVD 29 superseded value.
 GR1036
 GR1036.The geoid height was determined by GEOID03.
 GR1036
 GR1036;                    North         East    Units  Estimated Accuracy
 GR1036;SPC NV E     - 8,149,920.      239,520.      MT  (+/- 180 meters Scaled)
 GR1036
 GR1036                          SUPERSEDED SURVEY CONTROL
 GR1036
 GR1036  NGVD 29 (07/31/00)  623.01   (m)         2044.0    (f) RESET       3  
 GR1036
 GR1036.Superseded values are not recommended for survey control.
 GR1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1036.See file dsdata.txt to determine how the superseded data were derived.
 GR1036
 GR1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV670966(NAD 83)
 GR1036_MARKER: DB = BENCH MARK DISK
 GR1036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR1036_SP_SET: BULWARK
 GR1036_STAMPING: L 370 RESET 1966
 GR1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1036
 GR1036  HISTORY     - Date     Condition        Report By
 GR1036  HISTORY     - 1966     MONUMENTED       CGS
 GR1036  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GR1036
 GR1036                          STATION DESCRIPTION
 GR1036
 GR1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GR1036'6.2 MI W FROM EAST LAS VEGAS.
 GR1036'0.55 MILE NORTHWEST TOWARD LAS VEGAS ALONG U.S. HIGHWAY 93 FROM THE
 GR1036'POST OFFICE IN EAST LAS VEGAS, THENCE WEST ALONG TROPICANA AVENUE FOR
 GR1036'5.65 MILES TO THE EAST ENTRANCE OF THE PARADISE ELEMETARY SCHOOL (0.3
 GR1036'MILE EAST OF THE JUNCTION OF PARADISE ROAD), 136.3 FEET SOUTH OF THE
 GR1036'CENTER OF TROPICANA AVENUE, 14.6 FEET NORTH OF THE NUMBER 2 CLASSROOM
 GR1036'DOOR-KNOB, 10.8 FEET WEST OF THE CENTER OF THE EAST ENTRANCE INTO THE
 GR1036'SCHOOL, CEMENTED IN A DRILL HOLE, FLUSH WITH THE TOP, OF A 6 FEET IN
 GR1036'LENGTH BY 2 FEET WIDE CONCRETE BULWARK THAT PROJECTS 1.4 FEET ABOVE
 GR1036'THE CONCRETE ENTRANCE WALK.
 GR1036
 GR1036                          STATION RECOVERY (1990)
 GR1036
 GR1036'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0273 ***********************************************************************
 KR0273  DESIGNATION -  L 371
 KR0273  PID         -  KR0273
 KR0273  STATE/COUNTY-  NV/CHURCHILL
 KR0273  USGS QUAD   -  FALLON (1985)
 KR0273
 KR0273                         *CURRENT SURVEY CONTROL
 KR0273  ___________________________________________________________________
 KR0273* NAD 83(1986)-  39 29 17.     (N)    118 50 39.     (W)     SCALED    
 KR0273* NAVD 88     -      1214.577  (meters)    3984.82   (feet)  ADJUSTED  
 KR0273  ___________________________________________________________________
 KR0273  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR0273  DYNAMIC HT  -        1213.537 (meters)    3981.41  (feet)  COMP
 KR0273  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 KR0273
 KR0273  VERT ORDER  -  FIRST     CLASS II
 KR0273
 KR0273.The horizontal coordinates were scaled from a topographic map and have
 KR0273.an estimated accuracy of +/- 6 seconds.
 KR0273
 KR0273.The orthometric height was determined by differential leveling
 KR0273.and adjusted by the National Geodetic Survey in June 1991..
 KR0273
 KR0273.The geoid height was determined by GEOID03.
 KR0273
 KR0273.The dynamic height is computed by dividing the NAVD 88
 KR0273.geopotential number by the normal gravity value computed on the
 KR0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0273.degrees latitude (g = 980.6199 gals.).
 KR0273
 KR0273.The modeled gravity was interpolated from observed gravity values.
 KR0273
 KR0273;                    North         East    Units  Estimated Accuracy
 KR0273;SPC NV W     - 4,525,810.      777,560.      MT  (+/- 180 meters Scaled)
 KR0273
 KR0273                          SUPERSEDED SURVEY CONTROL
 KR0273
 KR0273  NGVD 29 (??/??/92) 1213.623  (m)         3981.69   (f) ADJ UNCH    1 2
 KR0273
 KR0273.Superseded values are not recommended for survey control.
 KR0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0273.See file dsdata.txt to determine how the superseded data were derived.
 KR0273
 KR0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD414725(NAD 83)
 KR0273_MARKER: DB = BENCH MARK DISK
 KR0273_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KR0273_SP_SET: 37 FT.
 KR0273_STAMPING: L 371 1967
 KR0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0273
 KR0273  HISTORY     - Date     Condition        Report By
 KR0273  HISTORY     - 1967     MONUMENTED       CGS
 KR0273
 KR0273                          STATION DESCRIPTION
 KR0273
 KR0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KR0273'3.45 MI W FROM FALLON.
 KR0273'ABOUT 3.45 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0273'THE STATION AT FALLON, IN SECTION 28, T 19 N, R 28 E, 0.5 MILE WEST OF
 KR0273'A CROSSING OF THE RAILROAD AND A ROAD, 0.3 MILE EAST OF MILEPOST
 KR0273'NUMBER 300, 45 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 44 FEET
 KR0273'NORTHWEST OF THE NORTH END OF A 36-INCH CORRUGATED METAL CULVERT, 19
 KR0273'FEET WEST OF THE WEST BANK OF AN IRRIGATION DITCH, 1 1/2 FEET SOUTH OF
 KR0273'A FENCE, 0.9 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 KR0273'LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 KR0273'THAT IS DRIVEN TO A DEPTH OF 37 FEET AND IS ENCASED IN A 5-INCH IRON
 KR0273'PIPE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0340 ***********************************************************************
 KR0340  DESIGNATION -  L 372
 KR0340  PID         -  KR0340
 KR0340  STATE/COUNTY-  NV/CHURCHILL
 KR0340  USGS QUAD   -  FALLON (1985)
 KR0340
 KR0340                         *CURRENT SURVEY CONTROL
 KR0340  ___________________________________________________________________
 KR0340* NAD 83(1986)-  39 25 28.     (N)    118 46 52.     (W)     SCALED    
 KR0340* NAVD 88     -      1206.986  (meters)    3959.92   (feet)  ADJUSTED  
 KR0340  ___________________________________________________________________
 KR0340  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 KR0340  DYNAMIC HT  -        1205.937 (meters)    3956.48  (feet)  COMP
 KR0340  MODELED GRAV-     979,716.6   (mgal)                       NAVD 88
 KR0340
 KR0340  VERT ORDER  -  FIRST     CLASS II
 KR0340
 KR0340.The horizontal coordinates were scaled from a topographic map and have
 KR0340.an estimated accuracy of +/- 6 seconds.
 KR0340
 KR0340.The orthometric height was determined by differential leveling
 KR0340.and adjusted by the National Geodetic Survey in June 1991..
 KR0340
 KR0340.The geoid height was determined by GEOID03.
 KR0340
 KR0340.The dynamic height is computed by dividing the NAVD 88
 KR0340.geopotential number by the normal gravity value computed on the
 KR0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0340.degrees latitude (g = 980.6199 gals.).
 KR0340
 KR0340.The modeled gravity was interpolated from observed gravity values.
 KR0340
 KR0340;                    North         East    Units  Estimated Accuracy
 KR0340;SPC NV W     - 4,518,730.      782,970.      MT  (+/- 180 meters Scaled)
 KR0340
 KR0340                          SUPERSEDED SURVEY CONTROL
 KR0340
 KR0340  NGVD 29 (??/??/92) 1206.021  (m)         3956.75   (f) ADJ UNCH    1 2
 KR0340
 KR0340.Superseded values are not recommended for survey control.
 KR0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0340.See file dsdata.txt to determine how the superseded data were derived.
 KR0340
 KR0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD466653(NAD 83)
 KR0340_MARKER: DB = BENCH MARK DISK
 KR0340_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0340_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0340_STAMPING: L 372 1967
 KR0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0340
 KR0340  HISTORY     - Date     Condition        Report By
 KR0340  HISTORY     - 1967     MONUMENTED       CGS
 KR0340
 KR0340                          STATION DESCRIPTION
 KR0340
 KR0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KR0340'3.75 MI S FROM FALLON.
 KR0340'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0340'FROM THE CITY HALL AT FALLON, THENCE 3.7 MILES SOUTH ALONG U.S.
 KR0340'HIGHWAY 95, IN SECTION 18, T 18 N, R 29 E, AT THE JUNCTION OF A LARGE
 KR0340'IRRIGATION CANAL AND A SMALL IRRIGATION DITCH WHICH LEADS EAST, 49
 KR0340'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET WEST OF THE WEST
 KR0340'BANK OF THE LARGE IRRIGATION CANAL, 5 1/2 FEET SOUTH OF POWER POLE
 KR0340'NUMBER 1378D, 0.8 FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 KR0340'BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER
 KR0340'COATED ROAD THAT IS DRIVEN TO A DEPTH OF 49 1/2 FEET AND IS ENCASED IN
 KR0340'A 5-INCH IRON PIPE ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0179 ***********************************************************************
 HQ0179  DESIGNATION -  L 373
 HQ0179  PID         -  HQ0179
 HQ0179  STATE/COUNTY-  NV/NYE
 HQ0179  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0179
 HQ0179                         *CURRENT SURVEY CONTROL
 HQ0179  ___________________________________________________________________
 HQ0179* NAD 83(1986)-  37 47 20.     (N)    116 45 19.     (W)     SCALED    
 HQ0179* NAVD 88     -      1682.383  (meters)    5519.62   (feet)  ADJUSTED  
 HQ0179  ___________________________________________________________________
 HQ0179  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 HQ0179  DYNAMIC HT  -        1680.495 (meters)    5513.42  (feet)  COMP
 HQ0179  MODELED GRAV-     979,448.0   (mgal)                       NAVD 88
 HQ0179
 HQ0179  VERT ORDER  -  FIRST     CLASS II
 HQ0179
 HQ0179.The horizontal coordinates were scaled from a topographic map and have
 HQ0179.an estimated accuracy of +/- 6 seconds.
 HQ0179
 HQ0179.The orthometric height was determined by differential leveling
 HQ0179.and adjusted by the National Geodetic Survey in June 1991..
 HQ0179
 HQ0179.The geoid height was determined by GEOID03.
 HQ0179
 HQ0179.The dynamic height is computed by dividing the NAVD 88
 HQ0179.geopotential number by the normal gravity value computed on the
 HQ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0179.degrees latitude (g = 980.6199 gals.).
 HQ0179
 HQ0179.The modeled gravity was interpolated from observed gravity values.
 HQ0179
 HQ0179;                    North         East    Units  Estimated Accuracy
 HQ0179;SPC NV C     - 6,337,180.      492,200.      MT  (+/- 180 meters Scaled)
 HQ0179
 HQ0179                          SUPERSEDED SURVEY CONTROL
 HQ0179
 HQ0179.No superseded survey control is available for this station.
 HQ0179
 HQ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB215824(NAD 83)
 HQ0179_MARKER: DB = BENCH MARK DISK
 HQ0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0179_SP_SET: WATER TOWER LEG FOUNDATION
 HQ0179_STAMPING: L 373 1968
 HQ0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0179
 HQ0179  HISTORY     - Date     Condition        Report By
 HQ0179  HISTORY     - 1968     MONUMENTED       CGS
 HQ0179
 HQ0179                          STATION DESCRIPTION
 HQ0179
 HQ0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0179'7.1 MI S FROM TONOPAH TEST RANGE.
 HQ0179'7.1 MILES SOUTH ALONG AN ASPHALT ROAD FROM POINT ABLE AT TONOPAH
 HQ0179'TEST RANGE, AT THE C.P. COMPLEX, IN THE TOP OF THE WEST CORNER
 HQ0179'OF THE CONCRETE FOUNDATION OF THE NORTHWEST STEEL LEG OF AN
 HQ0179'ELEVATED WATER TOWER, AND 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1253 ***********************************************************************
 KR1253  DESIGNATION -  L 374
 KR1253  PID         -  KR1253
 KR1253  STATE/COUNTY-  NV/WASHOE
 KR1253  USGS QUAD   -  VISTA (1982)
 KR1253
 KR1253                         *CURRENT SURVEY CONTROL
 KR1253  ___________________________________________________________________
 KR1253* NAD 83(1986)-  39 31 31.     (N)    119 41 58.     (W)     SCALED    
 KR1253* NAVD 88     -      1341.160  (meters)    4400.12   (feet)  ADJUSTED  
 KR1253  ___________________________________________________________________
 KR1253  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KR1253  DYNAMIC HT  -        1339.972 (meters)    4396.22  (feet)  COMP
 KR1253  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 KR1253
 KR1253  VERT ORDER  -  FIRST     CLASS I
 KR1253
 KR1253.The horizontal coordinates were scaled from a topographic map and have
 KR1253.an estimated accuracy of +/- 6 seconds.
 KR1253
 KR1253.The orthometric height was determined by differential leveling
 KR1253.and adjusted by the National Geodetic Survey in June 1991..
 KR1253
 KR1253.The geoid height was determined by GEOID03.
 KR1253
 KR1253.The dynamic height is computed by dividing the NAVD 88
 KR1253.geopotential number by the normal gravity value computed on the
 KR1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1253.degrees latitude (g = 980.6199 gals.).
 KR1253
 KR1253.The modeled gravity was interpolated from observed gravity values.
 KR1253
 KR1253;                    North         East    Units  Estimated Accuracy
 KR1253;SPC NV W     - 4,530,500.      704,040.      MT  (+/- 180 meters Scaled)
 KR1253
 KR1253                          SUPERSEDED SURVEY CONTROL
 KR1253
 KR1253  NGVD 29 (??/??/92) 1340.12   (m)         4396.7    (f) COMPUTED    1 1
 KR1253
 KR1253.Superseded values are not recommended for survey control.
 KR1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1253.See file dsdata.txt to determine how the superseded data were derived.
 KR1253
 KR1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD679785(NAD 83)
 KR1253_MARKER: DB = BENCH MARK DISK
 KR1253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1253_SP_SET: FOUNDATION
 KR1253_STAMPING: L 374 1969
 KR1253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1253
 KR1253  HISTORY     - Date     Condition        Report By
 KR1253  HISTORY     - 1969     MONUMENTED       CGS
 KR1253
 KR1253                          STATION DESCRIPTION
 KR1253
 KR1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KR1253'2.2 MI E FROM SPARKS.
 KR1253'2.2 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1253'MCCARRAN BOULEVARD OVERPASS AT SPARKS, AT VISTA, AT THE CROSSING OF
 KR1253'KLEPPE ROAD, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 KR1253'FOUNDATION OF A STEEL CATTLEGUARD, 60.6 FEET NORTH OF THE NORTH RAIL
 KR1253'OF THE NORTH TRACK, 140 FEET NORTHWEST AND ACROSS THE TRACK FROM
 KR1253'MILEPOLE 249, 19 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 KR1253'WEST OF THE NORTHWEST CORNER OF THE STEEL FRAME OF THE CATTLEGUARD,
 KR1253'AND ABOUT LEVEL WITH THE TRACK.  SECTION 11, T 19N, R 20E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0655 ***********************************************************************
 MT0655  DESIGNATION -  L 38
 MT0655  PID         -  MT0655
 MT0655  STATE/COUNTY-  NV/ELKO
 MT0655  USGS QUAD   -  WELLS (1982)
 MT0655
 MT0655                         *CURRENT SURVEY CONTROL
 MT0655  ___________________________________________________________________
 MT0655* NAD 83(1994)-  41 01 04.46267(N)    114 58 31.80872(W)     ADJUSTED  
 MT0655* NAVD 88     -      1763.555  (meters)    5785.93   (feet)  ADJUSTED  
 MT0655  ___________________________________________________________________
 MT0655  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 MT0655  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 MT0655  DYNAMIC HT  -        1762.065 (meters)    5781.04  (feet)  COMP
 MT0655  MODELED GRAV-     979,716.4   (mgal)                       NAVD 88
 MT0655
 MT0655  HORZ ORDER  -  THIRD
 MT0655  VERT ORDER  -  SECOND    CLASS 0
 MT0655
 MT0655.The horizontal coordinates were established by classical geodetic methods
 MT0655.and adjusted by the National Geodetic Survey in June 1998..
 MT0655.No horizontal observational check was made to the station.
 MT0655
 MT0655.The orthometric height was determined by differential leveling
 MT0655.and adjusted by the National Geodetic Survey in June 1991..
 MT0655
 MT0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0655
 MT0655.The geoid height was determined by GEOID03.
 MT0655
 MT0655.The dynamic height is computed by dividing the NAVD 88
 MT0655.geopotential number by the normal gravity value computed on the
 MT0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0655.degrees latitude (g = 980.6199 gals.).
 MT0655
 MT0655.The modeled gravity was interpolated from observed gravity values.
 MT0655
 MT0655;                    North         East     Units Scale Factor Converg.
 MT0655;SPC NV E     - 8,695,811.925   251,121.146   MT  0.99993215   +0 23 56.1
 MT0655;SPC NV E     -28,529,509.62    823,886.63   sFT  0.99993215   +0 23 56.1
 MT0655;UTM  11      - 4,542,718.971   670,222.238   MT  0.99995663   +1 19 44.3
 MT0655
 MT0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0655!SPC NV E     -   0.99972616  x   0.99993215  =   0.99965833
 MT0655!UTM  11      -   0.99972616  x   0.99995663  =   0.99968281
 MT0655
 MT0655                          SUPERSEDED SURVEY CONTROL
 MT0655
 MT0655  NAD 83(1994)-  41 01 04.46212(N)    114 58 31.80569(W) AD(       ) 3
 MT0655  NAD 83(1986)-  41 01 04.45973(N)    114 58 31.80334(W) AD(       ) 3
 MT0655  NAD 27      -  41 01 04.73599(N)    114 58 28.63771(W) AD(       ) 3
 MT0655  NGVD 29 (??/??/92) 1762.378  (m)         5782.07   (f) ADJ UNCH    2 0
 MT0655
 MT0655.Superseded values are not recommended for survey control.
 MT0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0655.See file dsdata.txt to determine how the superseded data were derived.
 MT0655
 MT0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF7022242719(NAD 83)
 MT0655_MARKER: Z = SEE DESCRIPTION
 MT0655_SETTING: 0 = UNSPECIFIED SETTING
 MT0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0655
 MT0655  HISTORY     - Date     Condition        Report By
 MT0655  HISTORY     - 1965     MONUMENTED       CGS
 MT0655
 MT0655                          STATION DESCRIPTION
 MT0655
 MT0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 MT0655'STATION IS ABOUT 6-1/2 MILES SOUTH OF WELLS, 1/2 MILE WEST OF
 MT0655'U.S. HIGHWAY 93 AND ALONG THE EAST SIDE OF THE WESTERN PACIFIC
 MT0655'RAILROAD.
 MT0655'
 MT0655'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND
 MT0655'93 IN THE EAST EDGE OF WELLS, GO SOUTH ON U.S. HIGHWAY 93 FOR
 MT0655'5.6 MILES TO A PAVED SIDE ROAD RIGHT AND SIGN CLOVER VALLEY.
 MT0655'TURN RIGHT AND GO WEST FOR 0.7 MILE TO A RAILROAD CROSSING.
 MT0655'(THE AZIMUTH MARK IS 0.2 MILE NORTH ALONG THE EAST SIDE OF THE
 MT0655'RAILROAD TRACKS) TURN LEFT AND GO SOUTH ALONG THE EAST SIDE OF
 MT0655'RAILROAD TRACKS FOR 0.35 MILE TO MILE POST 724 AND THE STATION.
 MT0655'
 MT0655'STATION IS A STANDARD COAST AND GEODETIC SURVEY BENCH MARK DISK
 MT0655'STAMPED L 38 1934.  IT IS SET IN THE TOP OF A 10 INCH ROUND
 MT0655'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 61 FEET EAST
 MT0655'OF THE EAST RAL OF THE RAILROAD TRACKS AND 51 FEET SOUTH OF A
 MT0655'WITNESS POST .
 MT0655'
 MT0655'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BOAZ
 MT0655'TO BENCH MARK L 38 1934.  THE DISTANCE IS 54.48 FEET OR 16.605
 MT0655'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0093 ***********************************************************************
 KR0093  DESIGNATION -  L 381
 KR0093  PID         -  KR0093
 KR0093  STATE/COUNTY-  NV/CHURCHILL
 KR0093  USGS QUAD   -  WEST GATE (1972)
 KR0093
 KR0093                         *CURRENT SURVEY CONTROL
 KR0093  ___________________________________________________________________
 KR0093* NAD 83(1986)-  39 17 17.     (N)    118 01 16.     (W)     SCALED    
 KR0093* NAVD 88     -      1407.111  (meters)    4616.50   (feet)  ADJUSTED  
 KR0093  ___________________________________________________________________
 KR0093  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 KR0093  DYNAMIC HT  -        1405.798 (meters)    4612.19  (feet)  COMP
 KR0093  MODELED GRAV-     979,645.2   (mgal)                       NAVD 88
 KR0093
 KR0093  VERT ORDER  -  FIRST     CLASS II
 KR0093
 KR0093.The horizontal coordinates were scaled from a topographic map and have
 KR0093.an estimated accuracy of +/- 6 seconds.
 KR0093
 KR0093.The orthometric height was determined by differential leveling
 KR0093.and adjusted by the National Geodetic Survey in June 1991..
 KR0093
 KR0093.The geoid height was determined by GEOID03.
 KR0093
 KR0093.The dynamic height is computed by dividing the NAVD 88
 KR0093.geopotential number by the normal gravity value computed on the
 KR0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0093.degrees latitude (g = 980.6199 gals.).
 KR0093
 KR0093.The modeled gravity was interpolated from observed gravity values.
 KR0093
 KR0093;                    North         East    Units  Estimated Accuracy
 KR0093;SPC NV W     - 4,503,730.      848,500.      MT  (+/- 180 meters Scaled)
 KR0093
 KR0093                          SUPERSEDED SURVEY CONTROL
 KR0093
 KR0093  NGVD 29 (??/??/92) 1406.098  (m)         4613.17   (f) ADJ UNCH    1 2
 KR0093
 KR0093.Superseded values are not recommended for survey control.
 KR0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0093.See file dsdata.txt to determine how the superseded data were derived.
 KR0093
 KR0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD119492(NAD 83)
 KR0093_MARKER: DB = BENCH MARK DISK
 KR0093_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KR0093_SP_SET: CULVERT HEADWALL
 KR0093_STAMPING: L 381 1955
 KR0093_MARK LOGO: CGS   
 KR0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0093+STABILITY: SURFACE MOTION
 KR0093
 KR0093  HISTORY     - Date     Condition        Report By
 KR0093  HISTORY     - 1955     MONUMENTED       CGS
 KR0093  HISTORY     - 1967     GOOD             NGS
 KR0093  HISTORY     - 1984     GOOD             NGS
 KR0093  HISTORY     - 1986     GOOD             NGS
 KR0093
 KR0093                          STATION DESCRIPTION
 KR0093
 KR0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0093'7.8 MI W FROM EASTGATE.
 KR0093'ABOUT 5.95 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION
 KR0093'AT EASTGATE, THENCE 1.85 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 50, IN
 KR0093'SECTION 33, T 17 N, R 35 E, 0.3 MILE SOUTH OF NEW U.S. HIGHWAY 50, 0.2
 KR0093'MILE EAST OF THE INTERSECTION OF OLD U.S. HIGHWAY 50 AND STATE HIGHWAY
 KR0093'23 AT MIDDLEGATE, 0.05 MILE EAST OF THE JUNCTION OF OLD U.S. HIGHWAY
 KR0093'50 AND OLD STATE HIGHWAY 23, 17 1/2 FEET SOUTH OF THE CENTER LINE OF
 KR0093'OLD U.S. HIGHWAY 50, SET IN THE TOP OF THE EAST END OF THE SOUTH
 KR0093'CONCRETE HEAD WALL OF A TRIPLE CHANNEL 5- X 7-FOOT CONCRETE CULVERT,
 KR0093'5.0 FEET SOUTH OF A WOODEN WITNESS POST, AND ABOUT 3 FEET BELOW THE
 KR0093'LEVEL OF THE OLD HIGHWAY.
 KR0093
 KR0093                          STATION RECOVERY (1984)
 KR0093
 KR0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KR0093'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM
 KR0093'(4.9 MI) WEST ALONG STATE HIGHWAY 722 FROM THE SERVICE STATION AND BAR
 KR0093'AT EASTGATE, THENCE 1.6 KM (1.0 MI) WEST ALONG US HIGHWAY 50, THENCE
 KR0093'3.0 KM (1.9 MI) SOUTHWEST ALONG OLD US HIGHWAY 50, IN TOP OF THE EAST
 KR0093'END OF THE SOUTH HEADWALL FOR A 5 BY 7 FOOT BOX CULVERT, 0.46 KM
 KR0093'(0.3 MI) EAST OF THE JUNCTION OF STATE HIGHWAY 361, 5.3 METERS
 KR0093'(17.5 FT) SOUTH OF THE HIGHWAY CENTERLINE.
 KR0093'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 KR0093
 KR0093                          STATION RECOVERY (1986)
 KR0093
 KR0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0177 ***********************************************************************
 KR0177  DESIGNATION -  L 382
 KR0177  PID         -  KR0177
 KR0177  STATE/COUNTY-  NV/MINERAL
 KR0177  USGS QUAD   -  BROKEN HILLS (1980)
 KR0177
 KR0177                         *CURRENT SURVEY CONTROL
 KR0177  ___________________________________________________________________
 KR0177* NAD 83(1986)-  39 03 53.     (N)    118 02 25.     (W)     SCALED    
 KR0177* NAVD 88     -      1590.934  (meters)    5219.59   (feet)  ADJUSTED  
 KR0177  ___________________________________________________________________
 KR0177  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 KR0177  DYNAMIC HT  -        1589.366 (meters)    5214.44  (feet)  COMP
 KR0177  MODELED GRAV-     979,586.0   (mgal)                       NAVD 88
 KR0177
 KR0177  VERT ORDER  -  FIRST     CLASS II
 KR0177
 KR0177.The horizontal coordinates were scaled from a topographic map and have
 KR0177.an estimated accuracy of +/- 6 seconds.
 KR0177
 KR0177.The orthometric height was determined by differential leveling
 KR0177.and adjusted by the National Geodetic Survey in June 1991..
 KR0177
 KR0177.The geoid height was determined by GEOID03.
 KR0177
 KR0177.The dynamic height is computed by dividing the NAVD 88
 KR0177.geopotential number by the normal gravity value computed on the
 KR0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0177.degrees latitude (g = 980.6199 gals.).
 KR0177
 KR0177.The modeled gravity was interpolated from observed gravity values.
 KR0177
 KR0177;                    North         East    Units  Estimated Accuracy
 KR0177;SPC NV W     - 4,478,920.      847,000.      MT  (+/- 180 meters Scaled)
 KR0177
 KR0177                          SUPERSEDED SURVEY CONTROL
 KR0177
 KR0177  NGVD 29 (??/??/92) 1589.828  (m)         5215.96   (f) ADJ UNCH    1 2
 KR0177
 KR0177.Superseded values are not recommended for survey control.
 KR0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0177.See file dsdata.txt to determine how the superseded data were derived.
 KR0177
 KR0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD100244(NAD 83)
 KR0177_MARKER: DB = BENCH MARK DISK
 KR0177_SETTING: 66 = SET IN ROCK OUTCROP
 KR0177_SP_SET: ROCK OUTCROP
 KR0177_STAMPING: L 382 1955
 KR0177_MARK LOGO: CGS   
 KR0177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0177+STABILITY: POSITION/ELEVATION WELL
 KR0177
 KR0177  HISTORY     - Date     Condition        Report By
 KR0177  HISTORY     - 1955     MONUMENTED       CGS
 KR0177  HISTORY     - 1984     GOOD             NGS
 KR0177
 KR0177                          STATION DESCRIPTION
 KR0177
 KR0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0177'15.6 MI N FROM GABBS.
 KR0177'0.3 MILE NORTHEAST ALONG BROADWAY FROM THE POST OFFICE AT GABBS,
 KR0177'THENCE 15.3 MILES NORTH ALONG STATE HIGHWAY 23, 0.6 MILE SOUTH OF THE
 KR0177'MINERAL-CHURCHILL COUNTY LINE, 0.5 MILE NORTH OF THE NORTHWEST CORNER
 KR0177'OF A TRIANGLE FORMED BY THE JUNCTION OF A GRADED ROAD LEADING EAST TO
 KR0177'BROKEN HILLS, IN THE TOP OF A LONE 8- BY 16-FOOT OUTCROP PROJECTING 4
 KR0177'1/2 FEET ABOVE THE GROUND, 74 FEET EAST OF THE CENTER LINE OF THE
 KR0177'HIGHWAY, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
 KR0177
 KR0177                          STATION RECOVERY (1984)
 KR0177
 KR0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KR0177'RECOVERED IN GOOD CONDITION.  NOTE--STATE HIGHWAY 23 IS NOW STATE
 KR0177'HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0126 ***********************************************************************
 KR0126  DESIGNATION -  L 383
 KR0126  PID         -  KR0126
 KR0126  STATE/COUNTY-  NV/CHURCHILL
 KR0126  USGS QUAD   -  FRENCHMAN (1980)
 KR0126
 KR0126                         *CURRENT SURVEY CONTROL
 KR0126  ___________________________________________________________________
 KR0126* NAD 83(1986)-  39 16 41.     (N)    118 16 46.     (W)     SCALED    
 KR0126* NAVD 88     -      1269.355  (meters)    4164.54   (feet)  ADJUSTED  
 KR0126  ___________________________________________________________________
 KR0126  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 KR0126  DYNAMIC HT  -        1268.185 (meters)    4160.70  (feet)  COMP
 KR0126  MODELED GRAV-     979,662.0   (mgal)                       NAVD 88
 KR0126
 KR0126  VERT ORDER  -  FIRST     CLASS II
 KR0126
 KR0126.The horizontal coordinates were scaled from a topographic map and have
 KR0126.an estimated accuracy of +/- 6 seconds.
 KR0126
 KR0126.The orthometric height was determined by differential leveling
 KR0126.and adjusted by the National Geodetic Survey in June 1991..
 KR0126.WARNING-Repeat measurements at this control monument indicate possible
 KR0126.vertical movement.
 KR0126
 KR0126.The geoid height was determined by GEOID03.
 KR0126
 KR0126.The dynamic height is computed by dividing the NAVD 88
 KR0126.geopotential number by the normal gravity value computed on the
 KR0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0126.degrees latitude (g = 980.6199 gals.).
 KR0126
 KR0126.The modeled gravity was interpolated from observed gravity values.
 KR0126
 KR0126;                    North         East    Units  Estimated Accuracy
 KR0126;SPC NV W     - 4,502,510.      826,220.      MT  (+/- 180 meters Scaled)
 KR0126
 KR0126                          SUPERSEDED SURVEY CONTROL
 KR0126
 KR0126  NGVD 29 (??/??/92) 1268.345  (m)         4161.23   (f) ADJ UNCH    1 2
 KR0126
 KR0126.Superseded values are not recommended for survey control.
 KR0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0126.See file dsdata.txt to determine how the superseded data were derived.
 KR0126
 KR0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD896484(NAD 83)
 KR0126_MARKER: DB = BENCH MARK DISK
 KR0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0126_SP_SET: CONCRETE POST
 KR0126_STAMPING: L 383 1955
 KR0126_MARK LOGO: CGS   
 KR0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0126+STABILITY: SURFACE MOTION
 KR0126
 KR0126  HISTORY     - Date     Condition        Report By
 KR0126  HISTORY     - 1955     MONUMENTED       CGS
 KR0126  HISTORY     - 1967     GOOD             NGS
 KR0126  HISTORY     - 1986     GOOD             NGS
 KR0126
 KR0126                          STATION DESCRIPTION
 KR0126
 KR0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0126'0.4 MI W FROM FRENCHMAN STATION.
 KR0126'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0126'FRENCHMAN STATION, IN SECTION 4, T 16 N, R 33 E, 65 1/2 FEET SOUTH OF
 KR0126'THE CENTER LINE OF THE HIGHWAY, 0.1 MILE EAST OF BENCH MARK M 383
 KR0126'1955, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 KR0126'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 KR0126'PROJECTS 6 INCHES.
 KR0126
 KR0126                          STATION RECOVERY (1986)
 KR0126
 KR0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0233 ***********************************************************************
 KQ0233  DESIGNATION -  L 384
 KQ0233  PID         -  KQ0233
 KQ0233  STATE/COUNTY-  NV/LANDER
 KQ0233  USGS QUAD   -  GANDOLFO CANYON (1980)
 KQ0233
 KQ0233                         *CURRENT SURVEY CONTROL
 KQ0233  ___________________________________________________________________
 KQ0233* NAD 83(1986)-  39 25 17.     (N)    117 15 41.     (W)     SCALED    
 KQ0233* NAVD 88     -      1760.880  (meters)    5777.15   (feet)  ADJUSTED  
 KQ0233  ___________________________________________________________________
 KQ0233  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 KQ0233  DYNAMIC HT  -        1759.098 (meters)    5771.31  (feet)  COMP
 KQ0233  MODELED GRAV-     979,552.7   (mgal)                       NAVD 88
 KQ0233
 KQ0233  VERT ORDER  -  FIRST     CLASS II
 KQ0233
 KQ0233.The horizontal coordinates were scaled from a topographic map and have
 KQ0233.an estimated accuracy of +/- 6 seconds.
 KQ0233
 KQ0233.The orthometric height was determined by differential leveling
 KQ0233.and adjusted by the National Geodetic Survey in June 1991..
 KQ0233
 KQ0233.The geoid height was determined by GEOID03.
 KQ0233
 KQ0233.The dynamic height is computed by dividing the NAVD 88
 KQ0233.geopotential number by the normal gravity value computed on the
 KQ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0233.degrees latitude (g = 980.6199 gals.).
 KQ0233
 KQ0233.The modeled gravity was interpolated from observed gravity values.
 KQ0233
 KQ0233;                    North         East    Units  Estimated Accuracy
 KQ0233;SPC NV C     - 6,518,550.      448,790.      MT  (+/- 180 meters Scaled)
 KQ0233
 KQ0233                          SUPERSEDED SURVEY CONTROL
 KQ0233
 KQ0233  NGVD 29 (??/??/92) 1759.643  (m)         5773.10   (f) ADJ UNCH    1 2
 KQ0233
 KQ0233.Superseded values are not recommended for survey control.
 KQ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0233.See file dsdata.txt to determine how the superseded data were derived.
 KQ0233
 KQ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD775635(NAD 83)
 KQ0233_MARKER: DB = BENCH MARK DISK
 KQ0233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KQ0233_SP_SET: CULVERT HEADWALL
 KQ0233_STAMPING: L 384 1955
 KQ0233_MARK LOGO: CGS   
 KQ0233_MAGNETIC: N = NO MAGNETIC MATERIAL
 KQ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0233+STABILITY: SURFACE MOTION
 KQ0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KQ0233+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 KQ0233
 KQ0233  HISTORY     - Date     Condition        Report By
 KQ0233  HISTORY     - 1955     MONUMENTED       CGS
 KQ0233  HISTORY     - 1985     GOOD             NGS
 KQ0233  HISTORY     - 20040521 GOOD             NGS
 KQ0233
 KQ0233                          STATION DESCRIPTION
 KQ0233
 KQ0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0233'12.1 MI SW FROM AUSTIN.
 KQ0233'12.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0233'AT AUSTIN, AT A 24-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF
 KQ0233'THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL, 24.0 FEET
 KQ0233'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER
 KQ0233'THAN THE HIGHWAY.
 KQ0233
 KQ0233                          STATION RECOVERY (1985)
 KQ0233
 KQ0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0233'RECOVERED IN GOOD CONDITION.  NEW ROUTE TO BM FOLLOWS.  5.1 KM
 KQ0233'(3.2 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0233'AUSTIN, THENCE 14.88 KM (9.25 MI) SOUTHWEST ALONG STATE HIGHWAY 722.
 KQ0233
 KQ0233                          STATION RECOVERY (2004)
 KQ0233
 KQ0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 KQ0233'5.1 KM WESTERLY ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE IN
 KQ0233'AUSTIN, THENCE 15.1 KM SOUTHWESTERLY ALONG STATE HIGHWAY 722, IN TOP
 KQ0233'OF AND NEAR THE NORTHEAST END OF  THE NORTHWEST CONCRETE HEADWALL OF A
 KQ0233'CULVERT UNDER THE HIGHWAY, NEAR MILEPOST  32.15, 7.3 M SOUTHEAST OF
 KQ0233'THE HIGHWAY CENTERLINE, AND 0.6 M BELOW THE LEVEL OF THE  HIGHWAY.
 KQ0233'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0153 ***********************************************************************
 KQ0153  DESIGNATION -  L 385
 KQ0153  PID         -  KQ0153
 KQ0153  STATE/COUNTY-  NV/LANDER
 KQ0153  USGS QUAD   -  VIGUS BUTTE (1982)
 KQ0153
 KQ0153                         *CURRENT SURVEY CONTROL
 KQ0153  ___________________________________________________________________
 KQ0153* NAD 83(1986)-  39 32 51.     (N)    117 08 51.     (W)     SCALED    
 KQ0153* NAVD 88     -      1727.462  (meters)    5667.51   (feet)  ADJUSTED  
 KQ0153  ___________________________________________________________________
 KQ0153  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 KQ0153  DYNAMIC HT  -        1725.751 (meters)    5661.90  (feet)  COMP
 KQ0153  MODELED GRAV-     979,575.3   (mgal)                       NAVD 88
 KQ0153
 KQ0153  VERT ORDER  -  FIRST     CLASS II
 KQ0153
 KQ0153.The horizontal coordinates were scaled from a topographic map and have
 KQ0153.an estimated accuracy of +/- 6 seconds.
 KQ0153
 KQ0153.The orthometric height was determined by differential leveling
 KQ0153.and adjusted by the National Geodetic Survey in June 1991..
 KQ0153
 KQ0153.The geoid height was determined by GEOID03.
 KQ0153
 KQ0153.The dynamic height is computed by dividing the NAVD 88
 KQ0153.geopotential number by the normal gravity value computed on the
 KQ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0153.degrees latitude (g = 980.6199 gals.).
 KQ0153
 KQ0153.The modeled gravity was interpolated from observed gravity values.
 KQ0153
 KQ0153;                    North         East    Units  Estimated Accuracy
 KQ0153;SPC NV C     - 6,532,490.      458,670.      MT  (+/- 180 meters Scaled)
 KQ0153
 KQ0153                          SUPERSEDED SURVEY CONTROL
 KQ0153
 KQ0153  NGVD 29 (??/??/92) 1726.232  (m)         5663.48   (f) ADJ UNCH    1 2
 KQ0153
 KQ0153.Superseded values are not recommended for survey control.
 KQ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0153.See file dsdata.txt to determine how the superseded data were derived.
 KQ0153
 KQ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD873775(NAD 83)
 KQ0153_MARKER: DB = BENCH MARK DISK
 KQ0153_SETTING: 80 = SET IN A BOULDER
 KQ0153_STAMPING: L 385 1955
 KQ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0153+STABILITY: SURFACE MOTION
 KQ0153
 KQ0153  HISTORY     - Date     Condition        Report By
 KQ0153  HISTORY     - 1955     MONUMENTED       CGS
 KQ0153
 KQ0153                          STATION DESCRIPTION
 KQ0153
 KQ0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0153'9.0 MI N FROM AUSTIN.
 KQ0153'3.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0153'AUSTIN, THENCE 5.8 MILES NORTH ALONG THE ABANDONED NEVADA CENTRAL
 KQ0153'RAILROAD BED, ABOUT 0.4 MILE SOUTHWEST OF THE WHITAKER RANCH
 KQ0153'HEADQUARTERS BUILDING, ON THE EAST SLOPE OF A ROCK-COVERED RIDGE, IN
 KQ0153'THE CENTER OF A 9- BY 12-FOOT BOULDER PROJECTING 2 FEET ABOVE THE
 KQ0153'GROUND, 25 1/2 FEET WEST OF THE CENTER LINE OF THE RAILROAD BED, AND
 KQ0153'ABOUT 9 1/2 FEET HIGHER THAN THE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0087 ***********************************************************************
 KR0087  DESIGNATION -  L 386
 KR0087  PID         -  KR0087
 KR0087  STATE/COUNTY-  NV/CHURCHILL
 KR0087  USGS QUAD   -  PIROUETTE MTN (1972)
 KR0087
 KR0087                         *CURRENT SURVEY CONTROL
 KR0087  ___________________________________________________________________
 KR0087* NAD 83(1986)-  39 25 37.     (N)    118 09 13.     (W)     SCALED    
 KR0087* NAVD 88     -      1219.507  (meters)    4001.00   (feet)  ADJUSTED  
 KR0087  ___________________________________________________________________
 KR0087  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 KR0087  DYNAMIC HT  -        1218.423 (meters)    3997.44  (feet)  COMP
 KR0087  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 KR0087
 KR0087  VERT ORDER  -  FIRST     CLASS II
 KR0087
 KR0087.The horizontal coordinates were scaled from a topographic map and have
 KR0087.an estimated accuracy of +/- 6 seconds.
 KR0087
 KR0087.The orthometric height was determined by differential leveling
 KR0087.and adjusted by the National Geodetic Survey in June 1991..
 KR0087
 KR0087.The geoid height was determined by GEOID03.
 KR0087
 KR0087.The dynamic height is computed by dividing the NAVD 88
 KR0087.geopotential number by the normal gravity value computed on the
 KR0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0087.degrees latitude (g = 980.6199 gals.).
 KR0087
 KR0087.The modeled gravity was interpolated from observed gravity values.
 KR0087
 KR0087;                    North         East    Units  Estimated Accuracy
 KR0087;SPC NV W     - 4,519,080.      837,000.      MT  (+/- 180 meters Scaled)
 KR0087
 KR0087                          SUPERSEDED SURVEY CONTROL
 KR0087
 KR0087  NGVD 29 (??/??/92) 1218.488  (m)         3997.66   (f) ADJ UNCH    1 2
 KR0087
 KR0087.Superseded values are not recommended for survey control.
 KR0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0087.See file dsdata.txt to determine how the superseded data were derived.
 KR0087
 KR0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD007647(NAD 83)
 KR0087_MARKER: DB = BENCH MARK DISK
 KR0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0087_STAMPING: L 386 1955
 KR0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0087+STABILITY: SURFACE MOTION
 KR0087
 KR0087  HISTORY     - Date     Condition        Report By
 KR0087  HISTORY     - 1955     MONUMENTED       CGS
 KR0087  HISTORY     - 1972     GOOD             USGS
 KR0087
 KR0087                          STATION DESCRIPTION
 KR0087
 KR0087'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KR0087'15.8 MI NE FROM FRENCHMEN STATION.
 KR0087'5.8 MI. EAST ALONG US HWY 50 FROM THE SERVICE STATION AT FRENCHMEN
 KR0087'STATION, THENCE 9.9 MI. NORTH (TOWARDS DIXIE VALLEY) ALONG THE NEW
 KR0087'COUNTY GRADED ROAD, THENCE 0.1 MI. EAST (CROSS COUNTY) TO BENCH MARK.
 KR0087'BENCH MARK IS 405 FT. EAST OF THE NEW COUNTY ROAD AND 45 FT. EAST AND
 KR0087'LEVEL WITH THE OLD COUNTY ROAD.  SET IN THE TOP OF A CONCRETE POST
 KR0087'WHICH PROJECTS 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0027 ***********************************************************************
 KR0027  DESIGNATION -  L 387
 KR0027  PID         -  KR0027
 KR0027  STATE/COUNTY-  NV/CHURCHILL
 KR0027  USGS QUAD   -  COX CANYON (1969)
 KR0027
 KR0027                         *CURRENT SURVEY CONTROL
 KR0027  ___________________________________________________________________
 KR0027* NAD 83(1986)-  39 40 30.     (N)    118 15 18.     (W)     SCALED    
 KR0027* NAVD 88     -      1809.012  (meters)    5935.07   (feet)  ADJUSTED  
 KR0027  ___________________________________________________________________
 KR0027  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 KR0027  DYNAMIC HT  -        1807.316 (meters)    5929.50  (feet)  COMP
 KR0027  MODELED GRAV-     979,624.1   (mgal)                       NAVD 88
 KR0027
 KR0027  VERT ORDER  -  FIRST     CLASS II
 KR0027
 KR0027.The horizontal coordinates were scaled from a topographic map and have
 KR0027.an estimated accuracy of +/- 6 seconds.
 KR0027
 KR0027.The orthometric height was determined by differential leveling
 KR0027.and adjusted by the National Geodetic Survey in June 1991..
 KR0027
 KR0027.The geoid height was determined by GEOID03.
 KR0027
 KR0027.The dynamic height is computed by dividing the NAVD 88
 KR0027.geopotential number by the normal gravity value computed on the
 KR0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0027.degrees latitude (g = 980.6199 gals.).
 KR0027
 KR0027.The modeled gravity was interpolated from observed gravity values.
 KR0027
 KR0027;                    North         East    Units  Estimated Accuracy
 KR0027;SPC NV W     - 4,546,580.      828,170.      MT  (+/- 180 meters Scaled)
 KR0027
 KR0027                          SUPERSEDED SURVEY CONTROL
 KR0027
 KR0027  NGVD 29 (??/??/92) 1807.949  (m)         5931.58   (f) ADJ UNCH    1 2
 KR0027
 KR0027.Superseded values are not recommended for survey control.
 KR0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0027.See file dsdata.txt to determine how the superseded data were derived.
 KR0027
 KR0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD923924(NAD 83)
 KR0027_MARKER: DB = BENCH MARK DISK
 KR0027_SETTING: 66 = SET IN ROCK OUTCROP
 KR0027_SP_SET: ROCK OUTCROP
 KR0027_STAMPING: L 387 1955
 KR0027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0027+STABILITY: POSITION/ELEVATION WELL
 KR0027
 KR0027  HISTORY     - Date     Condition        Report By
 KR0027  HISTORY     - 1955     MONUMENTED       CGS
 KR0027
 KR0027                          STATION DESCRIPTION
 KR0027
 KR0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0027'7.2 MI NE FROM DESERT WELL.
 KR0027'1.1 MILES NORTHEAST ALONG A TRACK ROAD FROM DESERT WELL, THENCE 2.0
 KR0027'MILES NORTHEAST ALONG A COUNTY GRADED ROAD, THENCE 1.4 MILES SOUTHEAST
 KR0027'ALONG A GRADED ROAD, THENCE 2.2 MILES SOUTHEAST ALONG A TRACK ROAD,
 KR0027'THENCE 0.5 MILE NORTHEAST ALONG AN OLD TRAIL, IN THE TOP OF AN OUTCROP
 KR0027'PROJECTING 1.0 FOOT ABOVE THE GROUND AND MARKED BY THE WHITE PAINTED
 KR0027'LETTERS BM ON THE SOUTH FACE OF THE OUTCROP, ABOUT 40 YARDS SOUTHWEST
 KR0027'OF THE TOP OF A RISE, ABOUT 15 YARDS SOUTHEAST OF THE SOUTHEAST EDGE
 KR0027'OF A WASH (AT THE TOP OF WASH), 24 FEET WEST OF THE CENTER LINE OF THE
 KR0027'TRAIL, AND ABOUT LEVEL WITH THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0321 ***********************************************************************
 KR0321  DESIGNATION -  L 388
 KR0321  PID         -  KR0321
 KR0321  STATE/COUNTY-  NV/CHURCHILL
 KR0321  USGS QUAD   -  SOUTH OF FALLON (1985)
 KR0321
 KR0321                         *CURRENT SURVEY CONTROL
 KR0321  ___________________________________________________________________
 KR0321* NAD 83(1986)-  39 20 52.     (N)    118 46 53.     (W)     SCALED    
 KR0321* NAVD 88     -      1197.98   (+/-2cm)    3930.4    (feet)  VERTCON   
 KR0321  ___________________________________________________________________
 KR0321  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 KR0321
 KR0321  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0321
 KR0321.The horizontal coordinates were scaled from a topographic map and have
 KR0321.an estimated accuracy of +/- 6 seconds.
 KR0321
 KR0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0321.The vertical order pertains to the NGVD 29 superseded value.
 KR0321
 KR0321.The geoid height was determined by GEOID03.
 KR0321
 KR0321;                    North         East    Units  Estimated Accuracy
 KR0321;SPC NV W     - 4,510,220.      782,930.      MT  (+/- 180 meters Scaled)
 KR0321
 KR0321                          SUPERSEDED SURVEY CONTROL
 KR0321
 KR0321  NGVD 29 (??/??/92) 1197.009  (m)         3927.19   (f) ADJ UNCH    1 2
 KR0321
 KR0321.Superseded values are not recommended for survey control.
 KR0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0321.See file dsdata.txt to determine how the superseded data were derived.
 KR0321
 KR0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD464568(NAD 83)
 KR0321_MARKER: DB = BENCH MARK DISK
 KR0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0321_SP_SET: CULVERT
 KR0321_STAMPING: L 388 1955
 KR0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0321
 KR0321  HISTORY     - Date     Condition        Report By
 KR0321  HISTORY     - 1955     MONUMENTED       CGS
 KR0321  HISTORY     - 1967     GOOD             NGS
 KR0321
 KR0321                          STATION DESCRIPTION
 KR0321
 KR0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0321'9.0 MI S FROM FALLON.
 KR0321'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0321'FROM THE CITY HALL AT FALLON, THENCE 8.95 MILES SOUTH ALONG U.S.
 KR0321'HIGHWAY 95, IN SECTION 7, T 17 N, R 29 E, 0.25 MILE SOUTH OF THE
 KR0321'JUNCTION OF THE HIGHWAY AND PASTURE ROAD, AT THE JUNCTION OF THE
 KR0321'HIGHWAY AND A GRAVELED ROAD WHICH LEADS EAST, 68 FEET EAST OF THE
 KR0321'CENTER LINE OF THE HIGHWAY, 10 1/2 FEET NORTH OF THE CENTER LINE OF
 KR0321'THE GRAVELED ROAD, SET IN THE TOP OF THE WEST END OF THE NORTH
 KR0321'CONCRETE HEAD WALL OF A 4- X 5 1/2-FOOT CONCRETE CULVERT WHICH IS
 KR0321'UNDER THE GRAVELED ROAD AND IS DATED 1946, AND ABOUT LEVEL WITH THE
 KR0321'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0035 ***********************************************************************
 KR0035  DESIGNATION -  L 389
 KR0035  PID         -  KR0035
 KR0035  STATE/COUNTY-  NV/CHURCHILL
 KR0035  USGS QUAD   -  COX CANYON (1969)
 KR0035
 KR0035                         *CURRENT SURVEY CONTROL
 KR0035  ___________________________________________________________________
 KR0035* NAD 83(1986)-  39 40 04.     (N)    118 19 40.     (W)     SCALED    
 KR0035* NAVD 88     -      1206.039  (meters)    3956.81   (feet)  ADJUSTED  
 KR0035  ___________________________________________________________________
 KR0035  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 KR0035  DYNAMIC HT  -        1205.025 (meters)    3953.49  (feet)  COMP
 KR0035  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 KR0035
 KR0035  VERT ORDER  -  FIRST     CLASS II
 KR0035
 KR0035.The horizontal coordinates were scaled from a topographic map and have
 KR0035.an estimated accuracy of +/- 6 seconds.
 KR0035
 KR0035.The orthometric height was determined by differential leveling
 KR0035.and adjusted by the National Geodetic Survey in June 1991..
 KR0035
 KR0035.The geoid height was determined by GEOID03.
 KR0035
 KR0035.The dynamic height is computed by dividing the NAVD 88
 KR0035.geopotential number by the normal gravity value computed on the
 KR0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0035.degrees latitude (g = 980.6199 gals.).
 KR0035
 KR0035.The modeled gravity was interpolated from observed gravity values.
 KR0035
 KR0035;                    North         East    Units  Estimated Accuracy
 KR0035;SPC NV W     - 4,545,760.      821,930.      MT  (+/- 180 meters Scaled)
 KR0035
 KR0035                          SUPERSEDED SURVEY CONTROL
 KR0035
 KR0035  NGVD 29 (??/??/92) 1205.091  (m)         3953.70   (f) ADJ UNCH    1 2
 KR0035
 KR0035.Superseded values are not recommended for survey control.
 KR0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0035.See file dsdata.txt to determine how the superseded data were derived.
 KR0035
 KR0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD861917(NAD 83)
 KR0035_MARKER: DB = BENCH MARK DISK
 KR0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0035_STAMPING: L 389 1955
 KR0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0035+STABILITY: SURFACE MOTION
 KR0035
 KR0035  HISTORY     - Date     Condition        Report By
 KR0035  HISTORY     - 1955     MONUMENTED       CGS
 KR0035
 KR0035                          STATION DESCRIPTION
 KR0035
 KR0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0035'1.1 MI NE FROM DESERT WELL.
 KR0035'1.1 MILES NORTHEAST ALONG A TRACK ROAD FROM DESERT WELL, 172 FEET
 KR0035'SOUTH OF THE CENTER OF THE Y JUNCTION OF A COUNTY GRADED ROAD LEADING
 KR0035'SOUTH, 52 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD, 44 1/2 FEET
 KR0035'SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD, 2.0 FEET NORTH OF A
 KR0035'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 KR0035'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- SLANTING
 KR0035'DISK.  ROD HELD OVER LETTER H OF WORD BENCH AND M OF WORD MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0336 ***********************************************************************
 MT0336  DESIGNATION -  L 39
 MT0336  PID         -  MT0336
 MT0336  STATE/COUNTY-  NV/ELKO
 MT0336  USGS QUAD   -  HARRIS CANYON (1982)
 MT0336
 MT0336                         *CURRENT SURVEY CONTROL
 MT0336  ___________________________________________________________________
 MT0336* NAD 83(1986)-  41 33 49.     (N)    114 47 54.     (W)     SCALED    
 MT0336* NAVD 88     -      1749.495  (meters)    5739.80   (feet)  ADJUSTED  
 MT0336  ___________________________________________________________________
 MT0336  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 MT0336  DYNAMIC HT  -        1748.113 (meters)    5735.27  (feet)  COMP
 MT0336  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 MT0336
 MT0336  VERT ORDER  -  SECOND    CLASS 0
 MT0336
 MT0336.The horizontal coordinates were scaled from a topographic map and have
 MT0336.an estimated accuracy of +/- 6 seconds.
 MT0336
 MT0336.The orthometric height was determined by differential leveling
 MT0336.and adjusted by the National Geodetic Survey in June 1991..
 MT0336
 MT0336.The geoid height was determined by GEOID03.
 MT0336
 MT0336.The dynamic height is computed by dividing the NAVD 88
 MT0336.geopotential number by the normal gravity value computed on the
 MT0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0336.degrees latitude (g = 980.6199 gals.).
 MT0336
 MT0336.The modeled gravity was interpolated from observed gravity values.
 MT0336
 MT0336;                    North         East    Units  Estimated Accuracy
 MT0336;SPC NV E     - 8,756,530.      265,470.      MT  (+/- 180 meters Scaled)
 MT0336
 MT0336                          SUPERSEDED SURVEY CONTROL
 MT0336
 MT0336  NGVD 29 (??/??/92) 1748.308  (m)         5735.91   (f) ADJ UNCH    2 0
 MT0336
 MT0336.Superseded values are not recommended for survey control.
 MT0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0336.See file dsdata.txt to determine how the superseded data were derived.
 MT0336
 MT0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG835036(NAD 83)
 MT0336_MARKER: DB = BENCH MARK DISK
 MT0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0336_STAMPING: L-39 1934
 MT0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0336+STABILITY: SURFACE MOTION
 MT0336
 MT0336  HISTORY     - Date     Condition        Report By
 MT0336  HISTORY     - 1934     MONUMENTED       CGS
 MT0336
 MT0336                          STATION DESCRIPTION
 MT0336
 MT0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0336'9.9 MI S FROM HENRY.
 MT0336'9.9 MILES SOUTH OF O.S.L. RR WATER TANK AT HENRY 55 FEET EAST OF MILE
 MT0336'POST 85.  2 FEET WEST OF RIGHT-OF-WAY FENCE LINE.  AT THE EAST EDGE OF
 MT0336'COUNTRY ROAD.  52 FEET WEST OF THE OREGON SHORT LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0108 ***********************************************************************
 KQ0108  DESIGNATION -  L 390
 KQ0108  PID         -  KQ0108
 KQ0108  STATE/COUNTY-  NV/LANDER
 KQ0108  USGS QUAD   -  BIRCH CREEK RANCH (1989)
 KQ0108
 KQ0108                         *CURRENT SURVEY CONTROL
 KQ0108  ___________________________________________________________________
 KQ0108* NAD 83(1986)-  39 20 35.     (N)    116 58 49.     (W)     SCALED    
 KQ0108* NAVD 88     -      1782.733  (meters)    5848.85   (feet)  ADJUSTED  
 KQ0108  ___________________________________________________________________
 KQ0108  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 KQ0108  DYNAMIC HT  -        1780.897 (meters)    5842.83  (feet)  COMP
 KQ0108  MODELED GRAV-     979,534.2   (mgal)                       NAVD 88
 KQ0108
 KQ0108  VERT ORDER  -  SECOND    CLASS 0
 KQ0108
 KQ0108.The horizontal coordinates were scaled from a topographic map and have
 KQ0108.an estimated accuracy of +/- 6 seconds.
 KQ0108
 KQ0108.The orthometric height was determined by differential leveling
 KQ0108.and adjusted by the National Geodetic Survey in June 1991..
 KQ0108
 KQ0108.The geoid height was determined by GEOID03.
 KQ0108
 KQ0108.The dynamic height is computed by dividing the NAVD 88
 KQ0108.geopotential number by the normal gravity value computed on the
 KQ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0108.degrees latitude (g = 980.6199 gals.).
 KQ0108
 KQ0108.The modeled gravity was interpolated from observed gravity values.
 KQ0108
 KQ0108;                    North         East    Units  Estimated Accuracy
 KQ0108;SPC NV C     - 6,509,730.      472,970.      MT  (+/- 180 meters Scaled)
 KQ0108
 KQ0108                          SUPERSEDED SURVEY CONTROL
 KQ0108
 KQ0108  NGVD 29 (??/??/92) 1781.470  (m)         5844.71   (f) ADJ UNCH    2 0
 KQ0108
 KQ0108.Superseded values are not recommended for survey control.
 KQ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0108.See file dsdata.txt to determine how the superseded data were derived.
 KQ0108
 KQ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND017548(NAD 83)
 KQ0108_MARKER: DB = BENCH MARK DISK
 KQ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0108_STAMPING: L 390 1955
 KQ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0108+STABILITY: SURFACE MOTION
 KQ0108
 KQ0108  HISTORY     - Date     Condition        Report By
 KQ0108  HISTORY     - 1955     MONUMENTED       CGS
 KQ0108
 KQ0108                          STATION DESCRIPTION
 KQ0108
 KQ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0108'16.0 MI SE FROM AUSTIN.
 KQ0108'11.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0108'AT AUSTIN, THENCE 4.9 MILES SOUTHWEST ALONG A GRAVELED ROAD (FORMER
 KQ0108'STATE HIGHWAY 8 A), 1.0 MILE SOUTHWEST OF BIRCH CREEK RANCH, 120.1
 KQ0108'FEET SOUTH AND ACROSS THE ROAD FROM T.B.M. 9-5852.9 (USGS), 31 FEET
 KQ0108'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.2 FEET NORTHWEST OF A
 KQ0108'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 KQ0108'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0131 ***********************************************************************
 MU0131  DESIGNATION -  L 391
 MU0131  PID         -  MU0131
 MU0131  STATE/COUNTY-  NV/ELKO
 MU0131  USGS QUAD   -  STAR VALLEY RIDGE SE (1973)
 MU0131
 MU0131                         *CURRENT SURVEY CONTROL
 MU0131  ___________________________________________________________________
 MU0131* NAD 83(1986)-  41 47 29.     (N)    116 52 26.     (W)     SCALED    
 MU0131* NAVD 88     -      1603.321  (meters)    5260.23   (feet)  ADJUSTED  
 MU0131  ___________________________________________________________________
 MU0131  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 MU0131  DYNAMIC HT  -        1602.164 (meters)    5256.43  (feet)  COMP
 MU0131  MODELED GRAV-     979,844.3   (mgal)                       NAVD 88
 MU0131
 MU0131  VERT ORDER  -  SECOND    CLASS 0
 MU0131
 MU0131.The horizontal coordinates were scaled from a topographic map and have
 MU0131.an estimated accuracy of +/- 6 seconds.
 MU0131
 MU0131.The orthometric height was determined by differential leveling
 MU0131.and adjusted by the National Geodetic Survey in June 1991..
 MU0131
 MU0131.The geoid height was determined by GEOID03.
 MU0131
 MU0131.The dynamic height is computed by dividing the NAVD 88
 MU0131.geopotential number by the normal gravity value computed on the
 MU0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0131.degrees latitude (g = 980.6199 gals.).
 MU0131
 MU0131.The modeled gravity was interpolated from observed gravity values.
 MU0131
 MU0131;                    North         East    Units  Estimated Accuracy
 MU0131;SPC NV E     - 8,782,340.       92,740.      MT  (+/- 180 meters Scaled)
 MU0131
 MU0131                          SUPERSEDED SURVEY CONTROL
 MU0131
 MU0131  NGVD 29 (??/??/92) 1602.216  (m)         5256.60   (f) ADJ UNCH    2 0
 MU0131
 MU0131.Superseded values are not recommended for survey control.
 MU0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0131.See file dsdata.txt to determine how the superseded data were derived.
 MU0131
 MU0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG104266(NAD 83)
 MU0131_MARKER: DB = BENCH MARK DISK
 MU0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0131_STAMPING: L 391 1963
 MU0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0131+STABILITY: SURFACE MOTION
 MU0131
 MU0131  HISTORY     - Date     Condition        Report By
 MU0131  HISTORY     - 1963     MONUMENTED       CGS
 MU0131
 MU0131                          STATION DESCRIPTION
 MU0131
 MU0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0131'37.5 MI NW FROM I L RANCH.
 MU0131'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0131'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 18.9 MILES NORTHWEST
 MU0131'ALONG A DIRT ROAD, THENCE 1.15 MILES NORTHWEST ALONG A DIRT ROAD, 44
 MU0131'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 4.1 FEET SOUTHEAST OF A
 MU0131'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MU0131'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0155 ***********************************************************************
 MU0155  DESIGNATION -  L 392
 MU0155  PID         -  MU0155
 MU0155  STATE/COUNTY-  NV/ELKO
 MU0155  USGS QUAD   -  DESERT RANCH (1974)
 MU0155
 MU0155                         *CURRENT SURVEY CONTROL
 MU0155  ___________________________________________________________________
 MU0155* NAD 83(1986)-  41 40 37.     (N)    116 30 48.     (W)     SCALED    
 MU0155* NAVD 88     -      1584.164  (meters)    5197.38   (feet)  ADJUSTED  
 MU0155  ___________________________________________________________________
 MU0155  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 MU0155  DYNAMIC HT  -        1582.992 (meters)    5193.53  (feet)  COMP
 MU0155  MODELED GRAV-     979,827.4   (mgal)                       NAVD 88
 MU0155
 MU0155  VERT ORDER  -  SECOND    CLASS 0
 MU0155
 MU0155.The horizontal coordinates were scaled from a topographic map and have
 MU0155.an estimated accuracy of +/- 6 seconds.
 MU0155
 MU0155.The orthometric height was determined by differential leveling
 MU0155.and adjusted by the National Geodetic Survey in June 1991..
 MU0155
 MU0155.The geoid height was determined by GEOID03.
 MU0155
 MU0155.The dynamic height is computed by dividing the NAVD 88
 MU0155.geopotential number by the normal gravity value computed on the
 MU0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0155.degrees latitude (g = 980.6199 gals.).
 MU0155
 MU0155.The modeled gravity was interpolated from observed gravity values.
 MU0155
 MU0155;                    North         East    Units  Estimated Accuracy
 MU0155;SPC NV E     - 8,769,240.      122,570.      MT  (+/- 180 meters Scaled)
 MU0155
 MU0155                          SUPERSEDED SURVEY CONTROL
 MU0155
 MU0155  NGVD 29 (??/??/92) 1583.042  (m)         5193.70   (f) ADJ UNCH    2 0
 MU0155
 MU0155.Superseded values are not recommended for survey control.
 MU0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0155.See file dsdata.txt to determine how the superseded data were derived.
 MU0155
 MU0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG405140(NAD 83)
 MU0155_MARKER: DB = BENCH MARK DISK
 MU0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0155_STAMPING: L 392 1963
 MU0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0155+STABILITY: SURFACE MOTION
 MU0155
 MU0155  HISTORY     - Date     Condition        Report By
 MU0155  HISTORY     - 1963     MONUMENTED       CGS
 MU0155
 MU0155                          STATION DESCRIPTION
 MU0155
 MU0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0155'13.5 MI NW FROM I L RANCH.
 MU0155'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0155'THENCE 9.45 MILES NORTH ALONG A DIRT ROAD, 50 FEET SOUTHWEST OF THE
 MU0155'CENTER LINE OF THE ROAD, 2.5 FEET EAST OF A WITNESS POST, ABOUT 1 1/2
 MU0155'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MU0155'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0074 ***********************************************************************
 MU0074  DESIGNATION -  L 393
 MU0074  PID         -  MU0074
 MU0074  STATE/COUNTY-  NV/ELKO
 MU0074  USGS QUAD   -  CORNUCOPIA RIDGE (1987)
 MU0074
 MU0074                         *CURRENT SURVEY CONTROL
 MU0074  ___________________________________________________________________
 MU0074* NAD 83(1986)-  41 35 52.     (N)    116 18 45.     (W)     SCALED    
 MU0074* NAVD 88     -      1618.076  (meters)    5308.64   (feet)  ADJUSTED  
 MU0074  ___________________________________________________________________
 MU0074  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 MU0074  DYNAMIC HT  -        1616.858 (meters)    5304.64  (feet)  COMP
 MU0074  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 MU0074
 MU0074  VERT ORDER  -  SECOND    CLASS 0
 MU0074
 MU0074.The horizontal coordinates were scaled from a topographic map and have
 MU0074.an estimated accuracy of +/- 6 seconds.
 MU0074
 MU0074.The orthometric height was determined by differential leveling
 MU0074.and adjusted by the National Geodetic Survey in June 1991..
 MU0074
 MU0074.The geoid height was determined by GEOID03.
 MU0074
 MU0074.The dynamic height is computed by dividing the NAVD 88
 MU0074.geopotential number by the normal gravity value computed on the
 MU0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0074.degrees latitude (g = 980.6199 gals.).
 MU0074
 MU0074.The modeled gravity was interpolated from observed gravity values.
 MU0074
 MU0074;                    North         East    Units  Estimated Accuracy
 MU0074;SPC NV E     - 8,760,290.      139,220.      MT  (+/- 180 meters Scaled)
 MU0074
 MU0074                          SUPERSEDED SURVEY CONTROL
 MU0074
 MU0074  NGVD 29 (??/??/92) 1616.942  (m)         5304.92   (f) ADJ UNCH    2 0
 MU0074
 MU0074.Superseded values are not recommended for survey control.
 MU0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0074.See file dsdata.txt to determine how the superseded data were derived.
 MU0074
 MU0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG572053(NAD 83)
 MU0074_MARKER: DB = BENCH MARK DISK
 MU0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MU0074_SP_SET: BRIDGE
 MU0074_STAMPING: L 393 1963
 MU0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0074
 MU0074  HISTORY     - Date     Condition        Report By
 MU0074  HISTORY     - 1963     MONUMENTED       CGS
 MU0074
 MU0074                          STATION DESCRIPTION
 MU0074
 MU0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0074'6.2 MI E FROM I L RANCH.
 MU0074'6.2 MILES EAST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0074'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A BRIDGE
 MU0074'OVER THE WEST SPILLWAY OF DEEP CREEK RESERVOIR, 9 FEET WEST OF THE
 MU0074'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0387 ***********************************************************************
 LQ0387  DESIGNATION -  L 394
 LQ0387  PID         -  LQ0387
 LQ0387  STATE/COUNTY-  NV/ELKO
 LQ0387  USGS QUAD   -  HARRISON PASS (1985)
 LQ0387
 LQ0387                         *CURRENT SURVEY CONTROL
 LQ0387  ___________________________________________________________________
 LQ0387* NAD 83(1986)-  40 19 04.     (N)    115 31 58.     (W)     SCALED    
 LQ0387* NAVD 88     -      2057.443  (meters)    6750.13   (feet)  ADJUSTED  
 LQ0387  ___________________________________________________________________
 LQ0387  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 LQ0387  DYNAMIC HT  -        2055.427 (meters)    6743.51  (feet)  COMP
 LQ0387  MODELED GRAV-     979,571.9   (mgal)                       NAVD 88
 LQ0387
 LQ0387  VERT ORDER  -  SECOND    CLASS 0
 LQ0387
 LQ0387.The horizontal coordinates were scaled from a topographic map and have
 LQ0387.an estimated accuracy of +/- 6 seconds.
 LQ0387
 LQ0387.The orthometric height was determined by differential leveling
 LQ0387.and adjusted by the National Geodetic Survey in June 1991..
 LQ0387
 LQ0387.The geoid height was determined by GEOID03.
 LQ0387
 LQ0387.The dynamic height is computed by dividing the NAVD 88
 LQ0387.geopotential number by the normal gravity value computed on the
 LQ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0387.degrees latitude (g = 980.6199 gals.).
 LQ0387
 LQ0387.The modeled gravity was interpolated from observed gravity values.
 LQ0387
 LQ0387;                    North         East    Units  Estimated Accuracy
 LQ0387;SPC NV E     - 8,617,900.      204,300.      MT  (+/- 180 meters Scaled)
 LQ0387
 LQ0387                          SUPERSEDED SURVEY CONTROL
 LQ0387
 LQ0387  NGVD 29 (??/??/92) 2056.192  (m)         6746.02   (f) ADJ UNCH    2 0
 LQ0387
 LQ0387.Superseded values are not recommended for survey control.
 LQ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0387.See file dsdata.txt to determine how the superseded data were derived.
 LQ0387
 LQ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE246640(NAD 83)
 LQ0387_MARKER: DB = BENCH MARK DISK
 LQ0387_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0387_SP_SET: MASSIVE OUTCROP
 LQ0387_STAMPING: L 394 1963
 LQ0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0387+STABILITY: POSITION/ELEVATION WELL
 LQ0387
 LQ0387  HISTORY     - Date     Condition        Report By
 LQ0387  HISTORY     - 1963     MONUMENTED       CGS
 LQ0387  HISTORY     - 1982     MARK NOT FOUND   USGS
 LQ0387
 LQ0387                          STATION DESCRIPTION
 LQ0387
 LQ0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0387'12.35 MI SE FROM JIGGS.
 LQ0387'3.3 MILES SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0387'JIGGS, THENCE 9.05 MILES SOUTHEAST ALONG THE HARRISON PASS ROAD, IN
 LQ0387'THE TOP OF THE WEST EDGE OF A MASSIVE OUTCROP, 134 FEET SOUTH AND
 LQ0387'ACROSS A CREEK FROM THE CENTER LINE OF THE ROAD, 7.0 FEET EAST OF A
 LQ0387'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE GROUND AND ABOUT LEVEL
 LQ0387'WITH THE ROAD.
 LQ0387
 LQ0387                          STATION RECOVERY (1982)
 LQ0387
 LQ0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LQ0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0326 ***********************************************************************
 LQ0326  DESIGNATION -  L 395
 LQ0326  PID         -  LQ0326
 LQ0326  STATE/COUNTY-  NV/ELKO
 LQ0326  USGS QUAD   -  WEST OF DELCER BUTTE (1984)
 LQ0326
 LQ0326                         *CURRENT SURVEY CONTROL
 LQ0326  ___________________________________________________________________
 LQ0326* NAD 83(1986)-  40 24 23.     (N)    115 12 00.     (W)     SCALED    
 LQ0326* NAVD 88     -      1845.169  (meters)    6053.69   (feet)  ADJUSTED  
 LQ0326  ___________________________________________________________________
 LQ0326  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 LQ0326  DYNAMIC HT  -        1843.455 (meters)    6048.07  (feet)  COMP
 LQ0326  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 LQ0326
 LQ0326  VERT ORDER  -  SECOND    CLASS 0
 LQ0326
 LQ0326.The horizontal coordinates were scaled from a topographic map and have
 LQ0326.an estimated accuracy of +/- 6 seconds.
 LQ0326
 LQ0326.The orthometric height was determined by differential leveling
 LQ0326.and adjusted by the National Geodetic Survey in June 1991..
 LQ0326
 LQ0326.The geoid height was determined by GEOID03.
 LQ0326
 LQ0326.The dynamic height is computed by dividing the NAVD 88
 LQ0326.geopotential number by the normal gravity value computed on the
 LQ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0326.degrees latitude (g = 980.6199 gals.).
 LQ0326
 LQ0326.The modeled gravity was interpolated from observed gravity values.
 LQ0326
 LQ0326;                    North         East    Units  Estimated Accuracy
 LQ0326;SPC NV E     - 8,627,800.      232,540.      MT  (+/- 180 meters Scaled)
 LQ0326
 LQ0326                          SUPERSEDED SURVEY CONTROL
 LQ0326
 LQ0326  NGVD 29 (??/??/92) 1843.991  (m)         6049.83   (f) ADJ UNCH    2 0
 LQ0326
 LQ0326.Superseded values are not recommended for survey control.
 LQ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0326.See file dsdata.txt to determine how the superseded data were derived.
 LQ0326
 LQ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE527744(NAD 83)
 LQ0326_MARKER: DB = BENCH MARK DISK
 LQ0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0326_STAMPING: L 395 1963
 LQ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0326+STABILITY: SURFACE MOTION
 LQ0326
 LQ0326  HISTORY     - Date     Condition        Report By
 LQ0326  HISTORY     - 1963     MONUMENTED       CGS
 LQ0326
 LQ0326                          STATION DESCRIPTION
 LQ0326
 LQ0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0326'25.7 MI E FROM RUBY VALLEY.
 LQ0326'8.0 MILES SOUTH ALONG A ROAD FROM THE ROCK HOUSE RANCH AT RUBY VALLEY,
 LQ0326'THENCE 17.7 MILES EAST AND NORTHEAST ALONG A ROAD, 23 FEET SOUTHEAST
 LQ0326'OF THE CENTER LINE OF THE ROAD, 1.7 FEET NORTHWEST OF A WITNESS POST,
 LQ0326'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LQ0326'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0235 ***********************************************************************
 LQ0235  DESIGNATION -  L 396
 LQ0235  PID         -  LQ0235
 LQ0235  STATE/COUNTY-  NV/ELKO
 LQ0235  USGS QUAD   -  PALOMINO WELL (1984)
 LQ0235
 LQ0235                         *CURRENT SURVEY CONTROL
 LQ0235  ___________________________________________________________________
 LQ0235* NAD 83(1986)-  40 22 34.     (N)    114 52 36.     (W)     SCALED    
 LQ0235* NAVD 88     -      1944.079  (meters)    6378.20   (feet)  ADJUSTED  
 LQ0235  ___________________________________________________________________
 LQ0235  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 LQ0235  DYNAMIC HT  -        1942.268 (meters)    6372.26  (feet)  COMP
 LQ0235  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 LQ0235
 LQ0235  VERT ORDER  -  SECOND    CLASS 0
 LQ0235
 LQ0235.The horizontal coordinates were scaled from a topographic map and have
 LQ0235.an estimated accuracy of +/- 6 seconds.
 LQ0235
 LQ0235.The orthometric height was determined by differential leveling
 LQ0235.and adjusted by the National Geodetic Survey in June 1991..
 LQ0235
 LQ0235.The geoid height was determined by GEOID03.
 LQ0235
 LQ0235.The dynamic height is computed by dividing the NAVD 88
 LQ0235.geopotential number by the normal gravity value computed on the
 LQ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0235.degrees latitude (g = 980.6199 gals.).
 LQ0235
 LQ0235.The modeled gravity was interpolated from observed gravity values.
 LQ0235
 LQ0235;                    North         East    Units  Estimated Accuracy
 LQ0235;SPC NV E     - 8,624,610.      260,010.      MT  (+/- 180 meters Scaled)
 LQ0235
 LQ0235                          SUPERSEDED SURVEY CONTROL
 LQ0235
 LQ0235  NGVD 29 (??/??/92) 1942.900  (m)         6374.33   (f) ADJ UNCH    2 0
 LQ0235
 LQ0235.Superseded values are not recommended for survey control.
 LQ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0235.See file dsdata.txt to determine how the superseded data were derived.
 LQ0235
 LQ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE802716(NAD 83)
 LQ0235_MARKER: DB = BENCH MARK DISK
 LQ0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0235_STAMPING: L 396 1963
 LQ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0235+STABILITY: SURFACE MOTION
 LQ0235
 LQ0235  HISTORY     - Date     Condition        Report By
 LQ0235  HISTORY     - 1963     MONUMENTED       CGS
 LQ0235
 LQ0235                          STATION DESCRIPTION
 LQ0235
 LQ0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0235'11.75 MI NW FROM CURRIE.
 LQ0235'4.95 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE RAILROAD CROSSING
 LQ0235'AT CURRIE, THENCE 6.8 MILES NORTHWEST ALONG A ROAD, 28 FEET SOUTHWEST
 LQ0235'OF THE CENTER LINE OF THE ROAD, 1.9 FEET NORTHEAST OF A WITNESS POST,
 LQ0235'ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LQ0235'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0208 ***********************************************************************
 MV0208  DESIGNATION -  L 397
 MV0208  PID         -  MV0208
 MV0208  STATE/COUNTY-  NV/WASHOE
 MV0208  USGS QUAD   -  RYE CREEK (1966)
 MV0208
 MV0208                         *CURRENT SURVEY CONTROL
 MV0208  ___________________________________________________________________
 MV0208* NAD 83(1986)-  41 56 30.     (N)    119 35 30.     (W)     SCALED    
 MV0208* NAVD 88     -      1766.999  (meters)    5797.23   (feet)  ADJUSTED  
 MV0208  ___________________________________________________________________
 MV0208  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 MV0208  DYNAMIC HT  -        1765.671 (meters)    5792.87  (feet)  COMP
 MV0208  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 MV0208
 MV0208  VERT ORDER  -  SECOND    CLASS 0
 MV0208
 MV0208.The horizontal coordinates were scaled from a topographic map and have
 MV0208.an estimated accuracy of +/- 6 seconds.
 MV0208
 MV0208.The orthometric height was determined by differential leveling
 MV0208.and adjusted by the National Geodetic Survey in June 1991..
 MV0208
 MV0208.The geoid height was determined by GEOID03.
 MV0208
 MV0208.The dynamic height is computed by dividing the NAVD 88
 MV0208.geopotential number by the normal gravity value computed on the
 MV0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0208.degrees latitude (g = 980.6199 gals.).
 MV0208
 MV0208.The modeled gravity was interpolated from observed gravity values.
 MV0208
 MV0208;                    North         East    Units  Estimated Accuracy
 MV0208;SPC NV W     - 4,798,710.      716,390.      MT  (+/- 180 meters Scaled)
 MV0208
 MV0208                          SUPERSEDED SURVEY CONTROL
 MV0208
 MV0208  NGVD 29 (??/??/92) 1765.739  (m)         5793.10   (f) ADJ UNCH    2 0
 MV0208
 MV0208.Superseded values are not recommended for survey control.
 MV0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0208.See file dsdata.txt to determine how the superseded data were derived.
 MV0208
 MV0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG851465(NAD 83)
 MV0208_MARKER: DB = BENCH MARK DISK
 MV0208_SETTING: 80 = SET IN A BOULDER
 MV0208_SP_SET: BOULDER
 MV0208_STAMPING: L 397 1965
 MV0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0208+STABILITY: SURFACE MOTION
 MV0208
 MV0208  HISTORY     - Date     Condition        Report By
 MV0208  HISTORY     - 1965     MONUMENTED       CGS
 MV0208
 MV0208                          STATION DESCRIPTION
 MV0208
 MV0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0208'4.65 MI W FROM IXL RANCH.
 MV0208'0.45 MILE SOUTH ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0208'THENCE 4.2 MILES WEST ALONG A ROAD, ABOUT 0.5 MILE SOUTHEAST OF A
 MV0208'SMALL LAKE, ON THE SOUTHWEST SLOPE OF A NORTHWEST-SOUTHEAST RIDGE, IN
 MV0208'THE TOP OF A 3- BY 2-FOOT BOULDER PROJECTING ABOUT 3 FEET ABOVE THE
 MV0208'GROUND, 12 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 189 FEET
 MV0208'SOUTH-SOUTHWEST OF A LARGE CEDAR TREE, AND ABOUT 2 FEET LOWER THAN THE
 MV0208'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0115 ***********************************************************************
 MV0115  DESIGNATION -  L 398
 MV0115  PID         -  MV0115
 MV0115  STATE/COUNTY-  NV/WASHOE
 MV0115  USGS QUAD   -  CATNIP CANYON (1966)
 MV0115
 MV0115                         *CURRENT SURVEY CONTROL
 MV0115  ___________________________________________________________________
 MV0115* NAD 83(1986)-  41 54 14.     (N)    119 28 22.     (W)     SCALED    
 MV0115* NAVD 88     -      1788.955  (meters)    5869.26   (feet)  ADJUSTED  
 MV0115  ___________________________________________________________________
 MV0115  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 MV0115  DYNAMIC HT  -        1787.608 (meters)    5864.84  (feet)  COMP
 MV0115  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 MV0115
 MV0115  VERT ORDER  -  SECOND    CLASS 0
 MV0115
 MV0115.The horizontal coordinates were scaled from a topographic map and have
 MV0115.an estimated accuracy of +/- 6 seconds.
 MV0115
 MV0115.The orthometric height was determined by differential leveling
 MV0115.and adjusted by the National Geodetic Survey in June 1991..
 MV0115
 MV0115.The geoid height was determined by GEOID03.
 MV0115
 MV0115.The dynamic height is computed by dividing the NAVD 88
 MV0115.geopotential number by the normal gravity value computed on the
 MV0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0115.degrees latitude (g = 980.6199 gals.).
 MV0115
 MV0115.The modeled gravity was interpolated from observed gravity values.
 MV0115
 MV0115;                    North         East    Units  Estimated Accuracy
 MV0115;SPC NV W     - 4,794,410.      726,210.      MT  (+/- 180 meters Scaled)
 MV0115
 MV0115                          SUPERSEDED SURVEY CONTROL
 MV0115
 MV0115  NGVD 29 (??/??/92) 1787.711  (m)         5865.18   (f) ADJ UNCH    2 0
 MV0115
 MV0115.Superseded values are not recommended for survey control.
 MV0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0115.See file dsdata.txt to determine how the superseded data were derived.
 MV0115
 MV0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG948420(NAD 83)
 MV0115_MARKER: DB = BENCH MARK DISK
 MV0115_SETTING: 80 = SET IN A BOULDER
 MV0115_SP_SET: BOULDER
 MV0115_STAMPING: L 398 1965
 MV0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0115+STABILITY: SURFACE MOTION
 MV0115
 MV0115  HISTORY     - Date     Condition        Report By
 MV0115  HISTORY     - 1965     MONUMENTED       CGS
 MV0115
 MV0115                          STATION DESCRIPTION
 MV0115
 MV0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0115'5.1 MI SE FROM IXL RANCH.
 MV0115'4.8 MILES SOUTHEAST ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0115'THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 34A, ON THE INSIDE OF A
 MV0115'CURVE, IN THE TOP OF A 5- BY 3-FOOT BOULDER WHICH PROJECTS ABOUT 1
 MV0115'FOOT ABOVE THE GROUND, 73 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 MV0115'HIGHWAY, 208 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST END OF A
 MV0115'CULVERT, 3.0 FEET WEST-NORTHWEST OF A WITNESS POST, AND ABOUT 5 FEET
 MV0115'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1314 ***********************************************************************
 GR1314  DESIGNATION -  L 399
 GR1314  PID         -  GR1314
 GR1314  STATE/COUNTY-  NV/CLARK
 GR1314  USGS QUAD   -  LAS VEGAS NE (1984)
 GR1314
 GR1314                         *CURRENT SURVEY CONTROL
 GR1314  ___________________________________________________________________
 GR1314* NAD 83(1986)-  36 07 34.     (N)    115 04 44.     (W)     SCALED    
 GR1314* NAVD 88     -       545.785  (meters)    1790.63   (feet)  ADJUSTED  
 GR1314  ___________________________________________________________________
 GR1314  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GR1314  DYNAMIC HT  -         545.234 (meters)    1788.82  (feet)  COMP
 GR1314  MODELED GRAV-     979,606.6   (mgal)                       NAVD 88
 GR1314
 GR1314  VERT ORDER  -  FIRST     CLASS II
 GR1314
 GR1314.The horizontal coordinates were scaled from a topographic map and have
 GR1314.an estimated accuracy of +/- 6 seconds.
 GR1314
 GR1314.The orthometric height was determined by differential leveling
 GR1314.and adjusted by the National Geodetic Survey in June 1991..
 GR1314
 GR1314.The geoid height was determined by GEOID03.
 GR1314
 GR1314.The dynamic height is computed by dividing the NAVD 88
 GR1314.geopotential number by the normal gravity value computed on the
 GR1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1314.degrees latitude (g = 980.6199 gals.).
 GR1314
 GR1314.The modeled gravity was interpolated from observed gravity values.
 GR1314
 GR1314;                    North         East    Units  Estimated Accuracy
 GR1314;SPC NV E     - 8,152,780.      245,410.      MT  (+/- 180 meters Scaled)
 GR1314
 GR1314                          SUPERSEDED SURVEY CONTROL
 GR1314
 GR1314.No superseded survey control is available for this station.
 GR1314
 GR1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV728996(NAD 83)
 GR1314_MARKER: DB = BENCH MARK DISK
 GR1314_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1314_SP_SET: STAINLESS STEEL ROD
 GR1314_STAMPING: L 399 1980
 GR1314_PROJECTION: FLUSH
 GR1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1314_ROD/PIPE-DEPTH: 7.0  meters
 GR1314
 GR1314  HISTORY     - Date     Condition        Report By
 GR1314  HISTORY     - 1980     MONUMENTED       NGS
 GR1314
 GR1314                          STATION DESCRIPTION
 GR1314
 GR1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GR1314'7.8 KM SE FROM LAS VEGAS.
 GR1314'7.8 KILOMETERS (4.85 MILES) SOUTHEAST ALONG FREMONT STREET (U. S.
 GR1314'HIGHWAY 93) FROM THE UNION PACIFIC RAILROAD STATION IN LAS VEGAS,
 GR1314'0.6 KILOMETER (0.35 MILE) SOUTHEAST OF DESERT INN ROAD, AT THE
 GR1314'ENTRANCE TO THE KOA KAMPGROUND AT 4315 EAST FREMONT STREET, 15.8
 GR1314'METERS (52 FEET) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 GR1314'OF THE HIGHWAY, 82.8 METERS (272 FEET) NORTHWEST OF A YELLOW FIRE
 GR1314'HYDRANT, 12.2 METERS (40 FEET) SOUTHEAST OF THE CENTER OF THE
 GR1314'ENTRANCE TO THE KOA KAMPGROUND, 2.1 METERS (7 FEET) SOUTHWEST OF THE
 GR1314'SOUTHWEST END OF A CONCRETE BLOCK FENCE AND 0.9 METER (2.8 FEET)
 GR1314'SOUTHEAST OF A POWER POLE.
 GR1314'THE MARK IS 0.9 METERS  NW FROM A WITNESS POST.
 GR1314'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0195 ***********************************************************************
 MT0195  DESIGNATION -  L 4
 MT0195  PID         -  MT0195
 MT0195  STATE/COUNTY-  NV/ELKO
 MT0195  USGS QUAD   -  WELLS (1982)
 MT0195
 MT0195                         *CURRENT SURVEY CONTROL
 MT0195  ___________________________________________________________________
 MT0195* NAD 83(1986)-  41 05 54.     (N)    114 56 26.     (W)     SCALED    
 MT0195* NAVD 88     -      1741.368  (meters)    5713.14   (feet)  ADJUSTED  
 MT0195  ___________________________________________________________________
 MT0195  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 MT0195  DYNAMIC HT  -        1739.910 (meters)    5708.35  (feet)  COMP
 MT0195  MODELED GRAV-     979,725.4   (mgal)                       NAVD 88
 MT0195
 MT0195  VERT ORDER  -  FIRST     CLASS II
 MT0195
 MT0195.The horizontal coordinates were scaled from a topographic map and have
 MT0195.an estimated accuracy of +/- 6 seconds.
 MT0195
 MT0195.The orthometric height was determined by differential leveling
 MT0195.and adjusted by the National Geodetic Survey in June 1991..
 MT0195
 MT0195.The geoid height was determined by GEOID03.
 MT0195
 MT0195.The dynamic height is computed by dividing the NAVD 88
 MT0195.geopotential number by the normal gravity value computed on the
 MT0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0195.degrees latitude (g = 980.6199 gals.).
 MT0195
 MT0195.The modeled gravity was interpolated from observed gravity values.
 MT0195
 MT0195;                    North         East    Units  Estimated Accuracy
 MT0195;SPC NV E     - 8,704,760.      254,000.      MT  (+/- 180 meters Scaled)
 MT0195
 MT0195                          SUPERSEDED SURVEY CONTROL
 MT0195
 MT0195  NGVD 29 (??/??/92) 1740.199  (m)         5709.30   (f) ADJ UNCH    1 2
 MT0195
 MT0195.Superseded values are not recommended for survey control.
 MT0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0195.See file dsdata.txt to determine how the superseded data were derived.
 MT0195
 MT0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF729517(NAD 83)
 MT0195_MARKER: P = PIPE CAP
 MT0195_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0195_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MT0195_STAMPING: L 4 1911
 MT0195_MARK LOGO: CGS   
 MT0195_PROJECTION: PROJECTING 20 CENTIMETERS
 MT0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0195_ROD/PIPE-DEPTH: 1.0  meters
 MT0195
 MT0195  HISTORY     - Date     Condition        Report By
 MT0195  HISTORY     - 1911     MONUMENTED       CGS
 MT0195  HISTORY     - 1953     GOOD             NGS
 MT0195  HISTORY     - 1984     GOOD             NGS
 MT0195
 MT0195                          STATION DESCRIPTION
 MT0195
 MT0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0195'1.5 MI SE FROM WELLS.
 MT0195'1.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0195'THE STATION AT WELLS, 12 RAILS EAST OF SEMAPHORES 6089 AND 6090, 4 1/2
 MT0195'FEET SOUTH OF MILEPOLE 609, 51.3 FEET NORTH OF THE NORTH RAIL, 1.5
 MT0195'FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACKS, AND
 MT0195'SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE
 MT0195'GROUND.
 MT0195
 MT0195                          STATION RECOVERY (1984)
 MT0195
 MT0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0195'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.4 KM
 MT0195'(0.85 MI) EAST ALONG INTERSTATE 80 FROM THE HIGHWAY OVERPASS BRIDGE
 MT0195'OVER US HIGHWAY 93 AT WELLS, 0.4 KM (0.25 MI) WEST OF MILEPOST 353, IN
 MT0195'THE NORTH RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD, 97.8 METERS
 MT0195'(321 FT) NORTH ACROSS THE TRACKS FROM THE WEST BOUND HIGHWAY
 MT0195'CENTERLINE, 15.5 METERS (51 FT) NORTH OF THE NORTH RAIL AND
 MT0195'12.2 METERS (40 FT) NORTH OF RAILROAD MILEPOLE 609.
 MT0195'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 MT0195'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0455 ***********************************************************************
 MT0455  DESIGNATION -  L 40
 MT0455  PID         -  MT0455
 MT0455  STATE/COUNTY-  NV/ELKO
 MT0455  USGS QUAD   -  HOT SPRINGS CREEK (1980)
 MT0455
 MT0455                         *CURRENT SURVEY CONTROL
 MT0455  ___________________________________________________________________
 MT0455* NAD 83(1986)-  41 20 27.     (N)    115 21 48.     (W)     SCALED    
 MT0455* NAVD 88     -      1991.793  (meters)    6534.74   (feet)  ADJUSTED  
 MT0455  ___________________________________________________________________
 MT0455  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 MT0455  DYNAMIC HT  -        1990.096 (meters)    6529.17  (feet)  COMP
 MT0455  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 MT0455
 MT0455  VERT ORDER  -  SECOND    CLASS 0
 MT0455
 MT0455.The horizontal coordinates were scaled from a topographic map and have
 MT0455.an estimated accuracy of +/- 6 seconds.
 MT0455
 MT0455.The orthometric height was determined by differential leveling
 MT0455.and adjusted by the National Geodetic Survey in June 1991..
 MT0455
 MT0455.The geoid height was determined by GEOID03.
 MT0455
 MT0455.The dynamic height is computed by dividing the NAVD 88
 MT0455.geopotential number by the normal gravity value computed on the
 MT0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0455.degrees latitude (g = 980.6199 gals.).
 MT0455
 MT0455.The modeled gravity was interpolated from observed gravity values.
 MT0455
 MT0455;                    North         East    Units  Estimated Accuracy
 MT0455;SPC NV E     - 8,731,520.      218,410.      MT  (+/- 180 meters Scaled)
 MT0455
 MT0455                          SUPERSEDED SURVEY CONTROL
 MT0455
 MT0455  NGVD 29 (??/??/92) 1990.527  (m)         6530.59   (f) ADJ UNCH    2 0
 MT0455
 MT0455.Superseded values are not recommended for survey control.
 MT0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0455.See file dsdata.txt to determine how the superseded data were derived.
 MT0455
 MT0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF369778(NAD 83)
 MT0455_MARKER: DB = BENCH MARK DISK
 MT0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0455_STAMPING: L-40 1934
 MT0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0455+STABILITY: SURFACE MOTION
 MT0455
 MT0455  HISTORY     - Date     Condition        Report By
 MT0455  HISTORY     - 1934     MONUMENTED       CGS
 MT0455  HISTORY     - 1967     GOOD             USGS
 MT0455
 MT0455                          STATION DESCRIPTION
 MT0455
 MT0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0455'22.2 MI S FROM CHARLESTON.
 MT0455'22.2 MILES SOUTH OF PUMTY RANCH HOUSE AT CHARLESTON 440 FEET NORTHEAST
 MT0455'OF AN OLD ABANDONED LOG FARM HOUSE.  60 FEET EAST OF SMALL CREEK BED.
 MT0455'48 FEET WEST OF THE CENTERLINE OF ROAD.
 MT0455
 MT0455                          STATION RECOVERY (1967)
 MT0455
 MT0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0439 ***********************************************************************
 GS0439  DESIGNATION -  L 405
 GS0439  PID         -  GS0439
 GS0439  STATE/COUNTY-  NV/NYE
 GS0439  USGS QUAD   -  SOUTH OF AMARGOSA VALLEY (1984)
 GS0439
 GS0439                         *CURRENT SURVEY CONTROL
 GS0439  ___________________________________________________________________
 GS0439* NAD 83(1986)-  36 37 04.     (N)    116 24 16.     (W)     SCALED    
 GS0439* NAVD 88     -       786.933  (meters)    2581.80   (feet)  ADJUSTED  
 GS0439  ___________________________________________________________________
 GS0439  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 GS0439  DYNAMIC HT  -         786.132 (meters)    2579.17  (feet)  COMP
 GS0439  MODELED GRAV-     979,588.7   (mgal)                       NAVD 88
 GS0439
 GS0439  VERT ORDER  -  FIRST     CLASS II
 GS0439
 GS0439.The horizontal coordinates were scaled from a topographic map and have
 GS0439.an estimated accuracy of +/- 6 seconds.
 GS0439
 GS0439.The orthometric height was determined by differential leveling
 GS0439.and adjusted by the National Geodetic Survey in June 1991..
 GS0439
 GS0439.The geoid height was determined by GEOID03.
 GS0439
 GS0439.The dynamic height is computed by dividing the NAVD 88
 GS0439.geopotential number by the normal gravity value computed on the
 GS0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0439.degrees latitude (g = 980.6199 gals.).
 GS0439
 GS0439.The modeled gravity was interpolated from observed gravity values.
 GS0439
 GS0439;                    North         East    Units  Estimated Accuracy
 GS0439;SPC NV C     - 6,207,250.      523,460.      MT  (+/- 180 meters Scaled)
 GS0439
 GS0439                          SUPERSEDED SURVEY CONTROL
 GS0439
 GS0439  NGVD 29 (05/01/91)  786.127  (m)         2579.15   (f) ADJUSTED    1 2
 GS0439
 GS0439.Superseded values are not recommended for survey control.
 GS0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0439.See file dsdata.txt to determine how the superseded data were derived.
 GS0439
 GS0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA532526(NAD 83)
 GS0439_MARKER: I = METAL ROD
 GS0439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0439_SP_SET: STAINLESS STEEL ROD
 GS0439_STAMPING: L 405 1982
 GS0439_MARK LOGO: NGS   
 GS0439_PROJECTION: PROJECTING 3 CENTIMETERS
 GS0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0439_ROD/PIPE-DEPTH: 1.5  meters
 GS0439
 GS0439  HISTORY     - Date     Condition        Report By
 GS0439  HISTORY     - 1982     MONUMENTED       NGS
 GS0439
 GS0439                          STATION DESCRIPTION
 GS0439
 GS0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0439'3.1 KM(1.9 MI) SOUTH FROM LATHROP WELLS.
 GS0439'3.1 KM (1.9 MI) SOUTH ALONG STATE HIGHWAY 373 FROM THE JUNCTION OF US
 GS0439'HIGHWAY 95 AT LATHROP WELLS, 0.6 KM (0.4 MI) NORTH OF MILEPOST 14,
 GS0439'36.7 METERS (120.5 FT) WEST OF A POWER LINE POLE.
 GS0439'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 GS0439'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1379 ***********************************************************************
 GR1379  DESIGNATION -  L 406
 GR1379  PID         -  GR1379
 GR1379  STATE/COUNTY-  NV/CLARK
 GR1379  USGS QUAD   -  MOAPA EAST (1983)
 GR1379
 GR1379                         *CURRENT SURVEY CONTROL
 GR1379  ___________________________________________________________________
 GR1379* NAD 83(1986)-  36 39 40.     (N)    114 34 23.     (W)     SCALED    
 GR1379* NAVD 88     -       468.738  (meters)    1537.85   (feet)  ADJUSTED  
 GR1379  ___________________________________________________________________
 GR1379  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 GR1379  DYNAMIC HT  -         468.299 (meters)    1536.41  (feet)  COMP
 GR1379  MODELED GRAV-     979,682.1   (mgal)                       NAVD 88
 GR1379
 GR1379  VERT ORDER  -  FIRST     CLASS II
 GR1379
 GR1379.The horizontal coordinates were scaled from a topographic map and have
 GR1379.an estimated accuracy of +/- 6 seconds.
 GR1379
 GR1379.The orthometric height was determined by differential leveling
 GR1379.and adjusted by the National Geodetic Survey in June 1991..
 GR1379
 GR1379.The geoid height was determined by GEOID03.
 GR1379
 GR1379.The dynamic height is computed by dividing the NAVD 88
 GR1379.geopotential number by the normal gravity value computed on the
 GR1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1379.degrees latitude (g = 980.6199 gals.).
 GR1379
 GR1379.The modeled gravity was interpolated from observed gravity values.
 GR1379
 GR1379;                    North         East    Units  Estimated Accuracy
 GR1379;SPC NV E     - 8,212,500.      290,320.      MT  (+/- 180 meters Scaled)
 GR1379
 GR1379                          SUPERSEDED SURVEY CONTROL
 GR1379
 GR1379.No superseded survey control is available for this station.
 GR1379
 GR1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA169600(NAD 83)
 GR1379_MARKER: DB = BENCH MARK DISK
 GR1379_SETTING: 66 = SET IN ROCK OUTCROP
 GR1379_SP_SET: ROCK OUTCROP
 GR1379_STAMPING: L 406 1983
 GR1379_MARK LOGO: NGS   
 GR1379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1379+STABILITY: POSITION/ELEVATION WELL
 GR1379
 GR1379  HISTORY     - Date     Condition        Report By
 GR1379  HISTORY     - 1983     MONUMENTED       NGS
 GR1379
 GR1379                          STATION DESCRIPTION
 GR1379
 GR1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1379'0.2 KM (0.1 MI) SW FROM GLENDALE.
 GR1379'0.25 KM (0.15 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST END
 GR1379'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, IN TOP OF THE
 GR1379'SOUTHWEST END OF A 2 BY 3 FOOT SHELF IN A MASSIVE LIMESTONE OUTCROP ON
 GR1379'THE EAST CORNER OF THE JUNCTION OF THE NORTH BOUND OFF RAMP TO
 GR1379'GLENDALE, 0.08 KM (0.05 MI) SOUTHWEST OF MILEPOST 91, 44.8 METERS (147
 GR1379'FT) SOUTHEAST OF THE NORTH BOUND CENTERLINE, 41.7 METERS (137 FT)
 GR1379'NORTHEAST OF THE CENTER OF THE OFF RAMP ROAD, 25.7 METERS (84.5 FT)
 GR1379'SOUTHEAST OF THE SOUTHEAST END OF A 36 INCH CORRUGATED METAL PIPE
 GR1379'CULVERT, 19.9 METERS (65.5 FT) SOUTHWEST OF AND 7.6 METERS (25 FT)
 GR1379'BELOW A FENCE CORNER POST FOR AN OFFSET IN THE RIGHT OF WAY FENCE, 0.6
 GR1379'METER (2 FT) NORTHWEST OF THE EXTENDED NORTHEAST-SOUTHWEST RIGHT OF
 GR1379'WAY FENCE.
 GR1379'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 GR1379'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1345 ***********************************************************************
 GR1345  DESIGNATION -  L 407
 GR1345  PID         -  GR1345
 GR1345  STATE/COUNTY-  NV/CLARK
 GR1345  USGS QUAD   -  INDIAN SPRINGS SE (1982)
 GR1345
 GR1345                         *CURRENT SURVEY CONTROL
 GR1345  ___________________________________________________________________
 GR1345* NAD 83(1986)-  36 33 40.     (N)    115 36 43.     (W)     SCALED    
 GR1345* NAVD 88     -       984.214  (meters)    3229.04   (feet)  ADJUSTED  
 GR1345  ___________________________________________________________________
 GR1345  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 GR1345  DYNAMIC HT  -         983.166 (meters)    3225.60  (feet)  COMP
 GR1345  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 GR1345
 GR1345  VERT ORDER  -  FIRST     CLASS II
 GR1345
 GR1345.The horizontal coordinates were scaled from a topographic map and have
 GR1345.an estimated accuracy of +/- 6 seconds.
 GR1345
 GR1345.The orthometric height was determined by differential leveling
 GR1345.and adjusted by the National Geodetic Survey in June 1991..
 GR1345
 GR1345.The geoid height was determined by GEOID03.
 GR1345
 GR1345.The dynamic height is computed by dividing the NAVD 88
 GR1345.geopotential number by the normal gravity value computed on the
 GR1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1345.degrees latitude (g = 980.6199 gals.).
 GR1345
 GR1345.The modeled gravity was interpolated from observed gravity values.
 GR1345
 GR1345;                    North         East    Units  Estimated Accuracy
 GR1345;SPC NV E     - 8,200,930.      197,440.      MT  (+/- 180 meters Scaled)
 GR1345
 GR1345                          SUPERSEDED SURVEY CONTROL
 GR1345
 GR1345  NGVD 29 (05/01/91)  983.410  (m)         3226.40   (f) ADJUSTED    1 2
 GR1345
 GR1345.Superseded values are not recommended for survey control.
 GR1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1345.See file dsdata.txt to determine how the superseded data were derived.
 GR1345
 GR1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA242470(NAD 83)
 GR1345_MARKER: I = METAL ROD
 GR1345_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1345_SP_SET: STAINLESS STEEL ROD
 GR1345_STAMPING: L 407 1983
 GR1345_MARK LOGO: NGS   
 GR1345_PROJECTION: FLUSH
 GR1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1345_ROD/PIPE-DEPTH: 4.8  meters
 GR1345
 GR1345  HISTORY     - Date     Condition        Report By
 GR1345  HISTORY     - 1983     MONUMENTED       NGS
 GR1345
 GR1345                          STATION DESCRIPTION
 GR1345
 GR1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1345'5.5 KM (3.4 MI) SE FROM INDIAN SPRINGS.
 GR1345'5.5 KM (3.45 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 GR1345'INDIAN SPRINGS, 65.5 METERS (215 FT) EAST OF MILEPOST 116, 36.7 METERS
 GR1345'(120.5 FT) NORTHEAST OF THE NORTH BOUND CENTERLINE, 51.5 METERS (169
 GR1345'FT) NORTH OF THE NORTHWEST END OF THE NORTHEAST HEADWALL FOR A 30-INCH
 GR1345'CORRUGATED METAL PIPE CULVERT.
 GR1345'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 GR1345'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0454 ***********************************************************************
 GS0454  DESIGNATION -  L 408
 GS0454  PID         -  GS0454
 GS0454  STATE/COUNTY-  NV/NYE
 GS0454  USGS QUAD   -  POINT OF ROCKS (1984)
 GS0454
 GS0454                         *CURRENT SURVEY CONTROL
 GS0454  ___________________________________________________________________
 GS0454* NAD 83(1986)-  36 33 43.     (N)    116 05 56.     (W)     SCALED    
 GS0454* NAVD 88     -       865.093  (meters)    2838.23   (feet)  ADJUSTED  
 GS0454  ___________________________________________________________________
 GS0454  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 GS0454  DYNAMIC HT  -         864.203 (meters)    2835.31  (feet)  COMP
 GS0454  MODELED GRAV-     979,574.1   (mgal)                       NAVD 88
 GS0454
 GS0454  VERT ORDER  -  FIRST     CLASS II
 GS0454
 GS0454.The horizontal coordinates were scaled from a topographic map and have
 GS0454.an estimated accuracy of +/- 6 seconds.
 GS0454
 GS0454.The orthometric height was determined by differential leveling
 GS0454.and adjusted by the National Geodetic Survey in June 1991..
 GS0454
 GS0454.The geoid height was determined by GEOID03.
 GS0454
 GS0454.The dynamic height is computed by dividing the NAVD 88
 GS0454.geopotential number by the normal gravity value computed on the
 GS0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0454.degrees latitude (g = 980.6199 gals.).
 GS0454
 GS0454.The modeled gravity was interpolated from observed gravity values.
 GS0454
 GS0454;                    North         East    Units  Estimated Accuracy
 GS0454;SPC NV C     - 6,201,170.      550,820.      MT  (+/- 180 meters Scaled)
 GS0454
 GS0454                          SUPERSEDED SURVEY CONTROL
 GS0454
 GS0454  NGVD 29 (05/01/91)  864.288  (m)         2835.58   (f) ADJUSTED    1 2
 GS0454
 GS0454.Superseded values are not recommended for survey control.
 GS0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0454.See file dsdata.txt to determine how the superseded data were derived.
 GS0454
 GS0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA806466(NAD 83)
 GS0454_MARKER: DB = BENCH MARK DISK
 GS0454_SETTING: 66 = SET IN ROCK OUTCROP
 GS0454_SP_SET: ROCK OUTCROP
 GS0454_STAMPING: L 408 1983
 GS0454_MARK LOGO: NGS   
 GS0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0454
 GS0454  HISTORY     - Date     Condition        Report By
 GS0454  HISTORY     - 1983     MONUMENTED       NGS
 GS0454
 GS0454                          STATION DESCRIPTION
 GS0454
 GS0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0454'28.6 KM (17.9 MI) SE FROM LATHROP WELLS.
 GS0454'28.6 KM (17.9 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0454'STATE HIGHWAY 373 IN LATHROP WELLS, IN A SMALL SHELF OF BASALT OUTCROP
 GS0454'OF A 20 BY 15 FOOT ROCK, 0.6 KM (0.4 MI) SOUTHWEST OF MILEPOST 12,
 GS0454'2.15 KM (1.35 MI) SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 160, 58.5
 GS0454'METERS (192 FT) NORTH OF THE HIGHWAY CENTERLINE, 60.0 METERS (197 FT)
 GS0454'NORTHEAST OF THE NORTHEAST END OF A 5 BY 8 FOOT CONCRETE BOX CULVERT,
 GS0454'4.6 METERS (15 FT) SOUTHWEST OF THE SOUTHWEST ONE OF TWO WOODEN FENCE
 GS0454'BRACES.
 GS0454'THE MARK IS 0.45 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0502 ***********************************************************************
 GS0502  DESIGNATION -  L 409
 GS0502  PID         -  GS0502
 GS0502  STATE/COUNTY-  NV/NYE
 GS0502  USGS QUAD   -  BEATTY MTN (1987)
 GS0502
 GS0502                         *CURRENT SURVEY CONTROL
 GS0502  ___________________________________________________________________
 GS0502* NAD 83(1986)-  36 56 48.     (N)    116 42 59.     (W)     SCALED    
 GS0502* NAVD 88     -      1055.355  (meters)    3462.44   (feet)  ADJUSTED  
 GS0502  ___________________________________________________________________
 GS0502  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GS0502  DYNAMIC HT  -        1054.236 (meters)    3458.77  (feet)  COMP
 GS0502  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 GS0502
 GS0502  VERT ORDER  -  FIRST     CLASS II
 GS0502
 GS0502.The horizontal coordinates were scaled from a topographic map and have
 GS0502.an estimated accuracy of +/- 6 seconds.
 GS0502
 GS0502.The orthometric height was determined by differential leveling
 GS0502.and adjusted by the National Geodetic Survey in June 1991..
 GS0502
 GS0502.The geoid height was determined by GEOID03.
 GS0502
 GS0502.The dynamic height is computed by dividing the NAVD 88
 GS0502.geopotential number by the normal gravity value computed on the
 GS0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0502.degrees latitude (g = 980.6199 gals.).
 GS0502
 GS0502.The modeled gravity was interpolated from observed gravity values.
 GS0502
 GS0502;                    North         East    Units  Estimated Accuracy
 GS0502;SPC NV C     - 6,243,710.      495,570.      MT  (+/- 180 meters Scaled)
 GS0502
 GS0502                          SUPERSEDED SURVEY CONTROL
 GS0502
 GS0502  NGVD 29 (05/01/91) 1054.426  (m)         3459.40   (f) ADJUSTED    1 2
 GS0502
 GS0502.Superseded values are not recommended for survey control.
 GS0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0502.See file dsdata.txt to determine how the superseded data were derived.
 GS0502
 GS0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA252889(NAD 83)
 GS0502_MARKER: I = METAL ROD
 GS0502_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GS0502+WITH SETTING: INFORMATION.
 GS0502_SP_SET: STAINLESS STEEL ROD
 GS0502_STAMPING: L 409 1983
 GS0502_MARK LOGO: NGS   
 GS0502_PROJECTION: FLUSH
 GS0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0502_ROD/PIPE-DEPTH: 2.3  meters
 GS0502
 GS0502  HISTORY     - Date     Condition        Report By
 GS0502  HISTORY     - 1983     MONUMENTED       NGS
 GS0502
 GS0502                          STATION DESCRIPTION
 GS0502
 GS0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0502'5.7 KM (3.5 MI) NORTH FROM BEATTY.
 GS0502'5.7 KM (3.55 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 GS0502'HIGHWAY 374 IN BEATTY, 1.5 KM (0.95 MI) NORTH OF THE T-JUNCTION OF A
 GS0502'DIRT ROAD LEADING TO FRANS STAR RANCH, 0.45 KM (0.3 MI) NORTH OF THE
 GS0502'CROSSING OF BEATTY WASH AND MILEPOST 63, 0.1 KM (0.05 MI) SOUTHWEST OF
 GS0502'THE SOUTHWEST END OF A CURVE, 36.9 METERS (121 FT) SOUTHEAST OF THE
 GS0502'HIGHWAY CENTERLINE, 58.2 METERS (191 FT) SOUTH OF THE SOUTHEAST END OF
 GS0502'A 36-INCH CORRUGATED METAL PIPE CULVERT, 37.2 METERS (122 FT) WEST OF
 GS0502'A TELEPHONE POLE, 35.9 METERS (118 FT) NORTH-NORTHWEST OF A TELEPHONE
 GS0502'POLE, 3.0 METERS (10 FT) SOUTH OF THE CENTER OF A TRACK ROAD.
 GS0502'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 GS0502'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0394 ***********************************************************************
 MT0394  DESIGNATION -  L 41
 MT0394  PID         -  MT0394
 MT0394  STATE/COUNTY-  NV/ELKO
 MT0394  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0394
 MT0394                         *CURRENT SURVEY CONTROL
 MT0394  ___________________________________________________________________
 MT0394* NAD 83(1986)-  41 56 57.     (N)    115 25 01.     (W)     SCALED    
 MT0394* NAVD 88     -      1710.181  (meters)    5610.82   (feet)  ADJUSTED  
 MT0394  ___________________________________________________________________
 MT0394  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 MT0394  DYNAMIC HT  -        1708.841 (meters)    5606.42  (feet)  COMP
 MT0394  MODELED GRAV-     979,779.1   (mgal)                       NAVD 88
 MT0394
 MT0394  VERT ORDER  -  SECOND    CLASS 0
 MT0394
 MT0394.The horizontal coordinates were scaled from a topographic map and have
 MT0394.an estimated accuracy of +/- 6 seconds.
 MT0394
 MT0394.The orthometric height was determined by differential leveling
 MT0394.and adjusted by the National Geodetic Survey in June 1991..
 MT0394
 MT0394.The geoid height was determined by GEOID03.
 MT0394
 MT0394.The dynamic height is computed by dividing the NAVD 88
 MT0394.geopotential number by the normal gravity value computed on the
 MT0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0394.degrees latitude (g = 980.6199 gals.).
 MT0394
 MT0394.The modeled gravity was interpolated from observed gravity values.
 MT0394
 MT0394;                    North         East    Units  Estimated Accuracy
 MT0394;SPC NV E     - 8,799,070.      213,800.      MT  (+/- 180 meters Scaled)
 MT0394
 MT0394                          SUPERSEDED SURVEY CONTROL
 MT0394
 MT0394  NGVD 29 (??/??/92) 1708.954  (m)         5606.79   (f) ADJ UNCH    2 0
 MT0394
 MT0394.Superseded values are not recommended for survey control.
 MT0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0394.See file dsdata.txt to determine how the superseded data were derived.
 MT0394
 MT0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG312453(NAD 83)
 MT0394_MARKER: DB = BENCH MARK DISK
 MT0394_SETTING: 80 = SET IN A BOULDER
 MT0394_STAMPING: L 41 1934
 MT0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0394+STABILITY: SURFACE MOTION
 MT0394
 MT0394  HISTORY     - Date     Condition        Report By
 MT0394  HISTORY     - 1934     MONUMENTED       CGS
 MT0394  HISTORY     - 1951     GOOD             NGS
 MT0394
 MT0394                          STATION DESCRIPTION
 MT0394
 MT0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0394'5.9 MI N FROM JARBIDGE.
 MT0394'NEW DESCRIPTION, 5.9 MILES NORTH ALONG A GRAVEL ROAD FROM THE
 MT0394'SCHOOLHOUSE AT JARBIDGE, 0.55 MILES SOUTH OF A SMALL STREAM WHICH
 MT0394'PASSES UNDER THE ROAD AT THE CENTER OF A CURVE AND FLOWS INTO THE
 MT0394'JARBIDGE RIVER, 0.15 MILES NORTH OF A LONE 26-INCH COTTONWOOD TREE
 MT0394'GROWING ON THE EAST BANK OF THE RIVER AND THE WEST EDGE OF THE ROAD,
 MT0394'ON THE EAST BANK OF THE JARBIDGE RIVER, 40.4 FEET NORTH OF A LONE
 MT0394'18-INCH CEDAR TREE LEANING OVER THE RIVER, 13.0 FEET WEST OF THE
 MT0394'CENTER LINE OF THE ROAD, IN THE TOP OF A LARGE BOULDER WHICH IS
 MT0394'PARTIALLY COVERED BY DIRT AND GRAVEL FROM THE EDGE OF THE ROAD, ABOUT
 MT0394'5 FEET ABOVE THE WATER LEVEL, AND SET ABOUT 2 FEET LOWER THAN THE
 MT0394'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0856 ***********************************************************************
 HQ0856  DESIGNATION -  L 410
 HQ0856  PID         -  HQ0856
 HQ0856  STATE/COUNTY-  NV/ESMERALDA
 HQ0856  USGS QUAD   -  KLONDIKE (1982)
 HQ0856
 HQ0856                         *CURRENT SURVEY CONTROL
 HQ0856  ___________________________________________________________________
 HQ0856* NAD 83(1986)-  37 59 08.     (N)    117 16 23.     (W)     SCALED    
 HQ0856* NAVD 88     -      1660.134  (meters)    5446.62   (feet)  ADJUSTED  
 HQ0856  ___________________________________________________________________
 HQ0856  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 HQ0856  DYNAMIC HT  -        1658.299 (meters)    5440.60  (feet)  COMP
 HQ0856  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 HQ0856
 HQ0856  VERT ORDER  -  FIRST     CLASS II
 HQ0856
 HQ0856.The horizontal coordinates were scaled from a topographic map and have
 HQ0856.an estimated accuracy of +/- 6 seconds.
 HQ0856
 HQ0856.The orthometric height was determined by differential leveling
 HQ0856.and adjusted by the National Geodetic Survey in June 1991..
 HQ0856
 HQ0856.The geoid height was determined by GEOID03.
 HQ0856
 HQ0856.The dynamic height is computed by dividing the NAVD 88
 HQ0856.geopotential number by the normal gravity value computed on the
 HQ0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0856.degrees latitude (g = 980.6199 gals.).
 HQ0856
 HQ0856.The modeled gravity was interpolated from observed gravity values.
 HQ0856
 HQ0856;                    North         East    Units  Estimated Accuracy
 HQ0856;SPC NV W     - 4,359,810.      915,100.      MT  (+/- 180 meters Scaled)
 HQ0856
 HQ0856                          SUPERSEDED SURVEY CONTROL
 HQ0856
 HQ0856  NGVD 29 (05/01/91) 1658.954  (m)         5442.75   (f) ADJUSTED    1 2
 HQ0856
 HQ0856.Superseded values are not recommended for survey control.
 HQ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0856.See file dsdata.txt to determine how the superseded data were derived.
 HQ0856
 HQ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC760042(NAD 83)
 HQ0856_MARKER: I = METAL ROD
 HQ0856_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HQ0856_STAMPING: L 410 1983
 HQ0856_MARK LOGO: NGS   
 HQ0856_PROJECTION: FLUSH
 HQ0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0856_ROD/PIPE-DEPTH: 1.5  meters
 HQ0856
 HQ0856  HISTORY     - Date     Condition        Report By
 HQ0856  HISTORY     - 1983     MONUMENTED       NGS
 HQ0856
 HQ0856                          STATION DESCRIPTION
 HQ0856
 HQ0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0856'10.6 KM (6.6 MI) SOUTH FROM TONOPAH.
 HQ0856'10.6 KM (6.6 MI) SOUTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 HQ0856'HIGHWAY 6 IN TONOPAH, AT THE NORTH END OF A SHORT FILL, 0.2 KM (0.1
 HQ0856'MI) EAST ACROSS COUNTRY FROM A POWER LINE ROAD, 0.3 KM (0.2 MI) SOUTH
 HQ0856'OF A POWER LINE CROSSING, 67.6 METERS (222 FT) WEST OF THE HIGHWAY
 HQ0856'CENTERLINE, 0.9 METER (3 FT) EAST OF THE RIGHT-OF-WAY FENCE.
 HQ0856'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 HQ0856'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0321 ***********************************************************************
 MU0321  DESIGNATION -  L 411
 MU0321  PID         -  MU0321
 MU0321  STATE/COUNTY-  NV/ELKO
 MU0321  USGS QUAD   -  THE POINT (1971)
 MU0321
 MU0321                         *CURRENT SURVEY CONTROL
 MU0321  ___________________________________________________________________
 MU0321* NAD 83(1986)-  41 59 48.     (N)    116 07 57.     (W)     SCALED    
 MU0321* NAVD 88     -      1631.412  (meters)    5352.39   (feet)  ADJUSTED  
 MU0321  ___________________________________________________________________
 MU0321  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 MU0321  DYNAMIC HT  -        1630.251 (meters)    5348.58  (feet)  COMP
 MU0321  MODELED GRAV-     979,852.8   (mgal)                       NAVD 88
 MU0321
 MU0321  VERT ORDER  -  FIRST     CLASS II
 MU0321
 MU0321.The horizontal coordinates were scaled from a topographic map and have
 MU0321.an estimated accuracy of +/- 6 seconds.
 MU0321
 MU0321.The orthometric height was determined by differential leveling
 MU0321.and adjusted by the National Geodetic Survey in June 1991..
 MU0321
 MU0321.The geoid height was determined by GEOID03.
 MU0321
 MU0321.The dynamic height is computed by dividing the NAVD 88
 MU0321.geopotential number by the normal gravity value computed on the
 MU0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0321.degrees latitude (g = 980.6199 gals.).
 MU0321
 MU0321.The modeled gravity was interpolated from observed gravity values.
 MU0321
 MU0321;                    North         East    Units  Estimated Accuracy
 MU0321;SPC NV E     - 8,804,470.      154,500.      MT  (+/- 180 meters Scaled)
 MU0321
 MU0321                          SUPERSEDED SURVEY CONTROL
 MU0321
 MU0321.No superseded survey control is available for this station.
 MU0321
 MU0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG718497(NAD 83)
 MU0321_MARKER: DV = VERTICAL CONTROL DISK
 MU0321_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0321_SP_SET: STAINLESS STEEL ROD
 MU0321_STAMPING: L 411 1983
 MU0321_MARK LOGO: NGS   
 MU0321_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0321+STABILITY: POSITION/ELEVATION WELL
 MU0321
 MU0321  HISTORY     - Date     Condition        Report By
 MU0321  HISTORY     - 1983     MONUMENTED       NGS
 MU0321  HISTORY     - 19840601 GOOD             NGS
 MU0321
 MU0321                          STATION DESCRIPTION
 MU0321
 MU0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0321'LOCATION--6.5 KM (4.0 MI) NORTH OF OWYHEE. 6.5 KM (4.0 MI) NORTH ALONG
 MU0321'STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, 0.2 KM (0.1 MI) SOUTHEAST
 MU0321'OF THE NEVADA-IDAHO STATE LINE, 0.2 KM (0.1 MI) SOUTH OF THE TRIBAL
 MU0321'HEADQUATERS BUILDING, AT THE T JUNCTION OF A ROAD LEADING WEST, 30.5 M
 MU0321'(100 FT) WEST OF THE HIGHWAY CENTERLINE, 11.7 M (38.5 FT) SOUTH OF THE
 MU0321'CENTER OF THE ROAD AND 1.3 KM (4.5 FT) SOUTH OF A POWER POLE.  A
 MU0321'STAINLESS STEEL ROD SET TO THE DEPTH OF 16.0 M ENCASED IN A PIPE FLUSH
 MU0321'WITH THE GROUND.  0.3 M BELOW THE HIGHWAY.  0.8 M NORTH FROM A WITNESS
 MU0321'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0807 ***********************************************************************
 HQ0807  DESIGNATION -  L 412
 HQ0807  PID         -  HQ0807
 HQ0807  STATE/COUNTY-  NV/NYE
 HQ0807  USGS QUAD   -  SCOTTYS JUNCTION (1968)
 HQ0807
 HQ0807                         *CURRENT SURVEY CONTROL
 HQ0807  ___________________________________________________________________
 HQ0807* NAD 83(1986)-  37 16 24.     (N)    117 01 40.     (W)     SCALED    
 HQ0807* NAVD 88     -      1219.876  (meters)    4002.21   (feet)  ADJUSTED  
 HQ0807  ___________________________________________________________________
 HQ0807  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 HQ0807  DYNAMIC HT  -        1218.553 (meters)    3997.87  (feet)  COMP
 HQ0807  MODELED GRAV-     979,504.7   (mgal)                       NAVD 88
 HQ0807
 HQ0807  VERT ORDER  -  FIRST     CLASS II
 HQ0807
 HQ0807.The horizontal coordinates were scaled from a topographic map and have
 HQ0807.an estimated accuracy of +/- 6 seconds.
 HQ0807
 HQ0807.The orthometric height was determined by differential leveling
 HQ0807.and adjusted by the National Geodetic Survey in June 1991..
 HQ0807
 HQ0807.The geoid height was determined by GEOID03.
 HQ0807
 HQ0807.The dynamic height is computed by dividing the NAVD 88
 HQ0807.geopotential number by the normal gravity value computed on the
 HQ0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0807.degrees latitude (g = 980.6199 gals.).
 HQ0807
 HQ0807.The modeled gravity was interpolated from observed gravity values.
 HQ0807
 HQ0807;                    North         East    Units  Estimated Accuracy
 HQ0807;SPC NV C     - 6,280,020.      467,980.      MT  (+/- 180 meters Scaled)
 HQ0807
 HQ0807                          SUPERSEDED SURVEY CONTROL
 HQ0807
 HQ0807  NGVD 29 (05/01/91) 1218.858  (m)         3998.87   (f) ADJUSTED    1 2
 HQ0807
 HQ0807.Superseded values are not recommended for survey control.
 HQ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0807.See file dsdata.txt to determine how the superseded data were derived.
 HQ0807
 HQ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB975251(NAD 83)
 HQ0807_MARKER: I = METAL ROD
 HQ0807_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HQ0807_SP_SET: STAINLESS STEEL ROD
 HQ0807_STAMPING: L 412 1983
 HQ0807_MARK LOGO: NGS   
 HQ0807_PROJECTION: FLUSH
 HQ0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0807_ROD/PIPE-DEPTH: 7.3  meters
 HQ0807
 HQ0807  HISTORY     - Date     Condition        Report By
 HQ0807  HISTORY     - 1983     MONUMENTED       NGS
 HQ0807
 HQ0807                          STATION DESCRIPTION
 HQ0807
 HQ0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0807'53.2 KM (33.2 MI) NORTH FROM BEATTY.
 HQ0807'53.2 KM (33.25 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 HQ0807'STATE HIGHWAY 374 IN BEATTY, 3.55 KM (2.2 MI) SOUTHEAST OF THE
 HQ0807'T-JUNCTION OF STATE HIGHWAY 267 AND SCOTTYS JUNCTION, 100.6 METERS
 HQ0807'(330 FT) WEST OF MILEPOST 94, 60.3 METERS (198 FT) SOUTHWEST OF THE
 HQ0807'HIGHWAY CENTERLINE, 123.1 METERS (404 FT) SOUTHWEST ACROSS THE HIGHWAY
 HQ0807'FROM TRIANGULATION STATION SAROBATUS, 29.5 METERS (97 FT) NORTH OF THE
 HQ0807'CENTER OF A DIRT ROAD LEADING WEST, 8.4 METERS (27.5 FT) SOUTHEAST OF
 HQ0807'THE CENTER OF A DIRT ROAD, 4.6 METERS (15.5 FT) NORTHWEST OF THE
 HQ0807'EXTENDED CENTER OF A DIRT ROAD LEADING NORTHEAST, 3.1 METERS (10.5 FT)
 HQ0807'EAST-NORTHEAST OF A POWER POLE, 0.9 METER (3 FT) NORTHEAST OF THE
 HQ0807'RIGHT-OF-WAY FENCE.
 HQ0807'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 HQ0807'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0343 ***********************************************************************
 MU0343  DESIGNATION -  L 413
 MU0343  PID         -  MU0343
 MU0343  STATE/COUNTY-  NV/ELKO
 MU0343  USGS QUAD   -  DEEP CREEK (1987)
 MU0343
 MU0343                         *CURRENT SURVEY CONTROL
 MU0343  ___________________________________________________________________
 MU0343* NAD 83(1986)-  41 33 33.     (N)    116 10 27.     (W)     SCALED    
 MU0343* NAVD 88     -      1717.496  (meters)    5634.82   (feet)  ADJUSTED  
 MU0343  ___________________________________________________________________
 MU0343  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 MU0343  DYNAMIC HT  -        1716.146 (meters)    5630.39  (feet)  COMP
 MU0343  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 MU0343
 MU0343  VERT ORDER  -  FIRST     CLASS II
 MU0343
 MU0343.The horizontal coordinates were scaled from a topographic map and have
 MU0343.an estimated accuracy of +/- 6 seconds.
 MU0343
 MU0343.The orthometric height was determined by differential leveling
 MU0343.and adjusted by the National Geodetic Survey in June 1991..
 MU0343
 MU0343.The geoid height was determined by GEOID03.
 MU0343
 MU0343.The dynamic height is computed by dividing the NAVD 88
 MU0343.geopotential number by the normal gravity value computed on the
 MU0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0343.degrees latitude (g = 980.6199 gals.).
 MU0343
 MU0343.The modeled gravity was interpolated from observed gravity values.
 MU0343
 MU0343;                    North         East    Units  Estimated Accuracy
 MU0343;SPC NV E     - 8,755,910.      150,720.      MT  (+/- 180 meters Scaled)
 MU0343
 MU0343                          SUPERSEDED SURVEY CONTROL
 MU0343
 MU0343.No superseded survey control is available for this station.
 MU0343
 MU0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG688011(NAD 83)
 MU0343_MARKER: I = METAL ROD
 MU0343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0343_SP_SET: STAINLESS STEEL ROD
 MU0343_STAMPING: L 413 1983
 MU0343_MARK LOGO: NGS   
 MU0343_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0343
 MU0343  HISTORY     - Date     Condition        Report By
 MU0343  HISTORY     - 1983     MONUMENTED       NGS
 MU0343  HISTORY     - 19840601 GOOD             NGS
 MU0343
 MU0343                          STATION DESCRIPTION
 MU0343
 MU0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0343'LOCATION--58.6 KM (36.6 MI) SOUTH OF OWYHEE. 0.7 KM (0.45 MI) SOUTH
 MU0343'ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE 57.9 KM
 MU0343'(36.2 MI) SOUTH ALONG STATE HIGHWAY 11, AT A TRACK ROAD LEADING NORTH
 MU0343'TO THE LIME MTN. MINE, 14.0 M (46 FT) NORTH OF THE HIGHWAY CENTERLINE,
 MU0343'57.3 M (187 FT) EAST OF A TELEPHONE POLE WITH A GUY WIRE ATTACHED AND
 MU0343'27.4 M (90 FT) WEST OF THE CENTER OF THE TRACK ROAD.  A STAINLESS
 MU0343'STEEL ROD SET TO THE DEPTH OF 4.8 M ENCASED IN A PIPE PROJECTING 3 CM.
 MU0343'0.6 M ABOVE THE HIGHWAY.  0.5 M SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0368 ***********************************************************************
 MU0368  DESIGNATION -  L 414
 MU0368  PID         -  MU0368
 MU0368  STATE/COUNTY-  NV/ELKO
 MU0368  USGS QUAD   -  WATER PIPE CANYON (1987)
 MU0368
 MU0368                         *CURRENT SURVEY CONTROL
 MU0368  ___________________________________________________________________
 MU0368* NAD 83(1986)-  41 15 18.     (N)    116 04 35.     (W)     SCALED    
 MU0368* NAVD 88     -      1864.740  (meters)    6117.90   (feet)  ADJUSTED  
 MU0368  ___________________________________________________________________
 MU0368  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 MU0368  DYNAMIC HT  -        1863.188 (meters)    6112.81  (feet)  COMP
 MU0368  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 MU0368
 MU0368  VERT ORDER  -  FIRST     CLASS II
 MU0368
 MU0368.The horizontal coordinates were scaled from a topographic map and have
 MU0368.an estimated accuracy of +/- 6 seconds.
 MU0368
 MU0368.The orthometric height was determined by differential leveling
 MU0368.and adjusted by the National Geodetic Survey in June 1991..
 MU0368
 MU0368.The geoid height was determined by GEOID03.
 MU0368
 MU0368.The dynamic height is computed by dividing the NAVD 88
 MU0368.geopotential number by the normal gravity value computed on the
 MU0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0368.degrees latitude (g = 980.6199 gals.).
 MU0368
 MU0368.The modeled gravity was interpolated from observed gravity values.
 MU0368
 MU0368;                    North         East    Units  Estimated Accuracy
 MU0368;SPC NV E     - 8,722,080.      158,680.      MT  (+/- 180 meters Scaled)
 MU0368
 MU0368                          SUPERSEDED SURVEY CONTROL
 MU0368
 MU0368.No superseded survey control is available for this station.
 MU0368
 MU0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF773674(NAD 83)
 MU0368_MARKER: I = METAL ROD
 MU0368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0368_SP_SET: STAINLESS STEEL ROD
 MU0368_STAMPING: L 414 1983
 MU0368_MARK LOGO: NGS   
 MU0368_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0368
 MU0368  HISTORY     - Date     Condition        Report By
 MU0368  HISTORY     - 1983     MONUMENTED       NGS
 MU0368  HISTORY     - 19840601 GOOD             NGS
 MU0368
 MU0368                          STATION DESCRIPTION
 MU0368
 MU0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0368'LOCATION--15.4 KM (9.6 MI) SE OF TUSCARORA. 15.4 KM (9.6 MI) SOUTHEAST
 MU0368'ALONG ELKO ROAD FROM THE POST OFFICE IN TUSCARORA, 0.2 KM (0.15 MI)
 MU0368'NORTHWEST OF MILEPOST 15, 11.3 M (37 FT) SOUTH OF THE HIGHWAY
 MU0368'CENTERLINE AND 5.8 M (19 FT) NORTH OF THE RIGHT OF WAY FENCE.  A
 MU0368'STAINLESS STEEL ROD SET TO THE DEPTH OF 11.0 M ENCASED IN A PIPE FLUSH
 MU0368'WITH THE GROUND.  0.6 M ABOVE THE HIGHWAY.  0.4 M NORTH FROM A WITNESS
 MU0368'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0552 ***********************************************************************
 LQ0552  DESIGNATION -  L 415
 LQ0552  PID         -  LQ0552
 LQ0552  STATE/COUNTY-  NV/ELKO
 LQ0552  USGS QUAD   -  KITTRIDGE SPRINGS (1982)
 LQ0552
 LQ0552                         *CURRENT SURVEY CONTROL
 LQ0552  ___________________________________________________________________
 LQ0552* NAD 83(1986)-  40 58 22.     (N)    115 52 14.     (W)     SCALED    
 LQ0552* NAVD 88     -      1918.654  (meters)    6294.78   (feet)  ADJUSTED  
 LQ0552  ___________________________________________________________________
 LQ0552  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 LQ0552  DYNAMIC HT  -        1916.992 (meters)    6289.33  (feet)  COMP
 LQ0552  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 LQ0552
 LQ0552  VERT ORDER  -  FIRST     CLASS II
 LQ0552
 LQ0552.The horizontal coordinates were scaled from a topographic map and have
 LQ0552.an estimated accuracy of +/- 6 seconds.
 LQ0552
 LQ0552.The orthometric height was determined by differential leveling
 LQ0552.and adjusted by the National Geodetic Survey in June 1991..
 LQ0552
 LQ0552.The geoid height was determined by GEOID03.
 LQ0552
 LQ0552.The dynamic height is computed by dividing the NAVD 88
 LQ0552.geopotential number by the normal gravity value computed on the
 LQ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0552.degrees latitude (g = 980.6199 gals.).
 LQ0552
 LQ0552.The modeled gravity was interpolated from observed gravity values.
 LQ0552
 LQ0552;                    North         East    Units  Estimated Accuracy
 LQ0552;SPC NV E     - 8,690,660.      175,830.      MT  (+/- 180 meters Scaled)
 LQ0552
 LQ0552                          SUPERSEDED SURVEY CONTROL
 LQ0552
 LQ0552.No superseded survey control is available for this station.
 LQ0552
 LQ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF950363(NAD 83)
 LQ0552_MARKER: I = METAL ROD
 LQ0552_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LQ0552_SP_SET: STAINLESS STEEL ROD
 LQ0552_STAMPING: L 415 1983
 LQ0552_MARK LOGO: NGS   
 LQ0552_MAGNETIC: I = MARKER IS A STEEL ROD
 LQ0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0552
 LQ0552  HISTORY     - Date     Condition        Report By
 LQ0552  HISTORY     - 1983     MONUMENTED       NGS
 LQ0552  HISTORY     - 19840601 GOOD             NGS
 LQ0552
 LQ0552                          STATION DESCRIPTION
 LQ0552
 LQ0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 LQ0552'LOCATION--22.2 KM (13.7 MI) NORTH OF ELKO. 22.2 KM (13.75 MI) NORTH
 LQ0552'ALONG STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80 AT ELKO,
 LQ0552'0.8 KM (0.5 MI) NORTH OF MILEPOST 41, 25.6 M (84 FT) WEST OF THE
 LQ0552'HIGHWAY CENTERLINE AND 13.4 M (44 FT) SOUTH OF A 20-FOOT DROP OFF.  A
 LQ0552'STAINLESS STEEL ROD SET TO THE DEPTH OF 7.3 M ENCASED IN A PIPE FLUSH
 LQ0552'WITH THE GROUND.  0.4 M ABOVE THE HIGHWAY.  0.9 M NORTH FROM A WITNESS
 LQ0552'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0510 ***********************************************************************
 GS0510  DESIGNATION -  L 416
 GS0510  PID         -  GS0510
 GS0510  STATE/COUNTY-  NV/NYE
 GS0510  USGS QUAD   -  GOLD CENTER (1988)
 GS0510
 GS0510                         *CURRENT SURVEY CONTROL
 GS0510  ___________________________________________________________________
 GS0510* NAD 83(1986)-  36 51 34.     (N)    116 50 44.     (W)     SCALED    
 GS0510* NAVD 88     -      1042.005  (meters)    3418.64   (feet)  ADJUSTED  
 GS0510  ___________________________________________________________________
 GS0510  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GS0510  DYNAMIC HT  -        1040.929 (meters)    3415.11  (feet)  COMP
 GS0510  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 GS0510
 GS0510  VERT ORDER  -  FIRST     CLASS II
 GS0510
 GS0510.The horizontal coordinates were scaled from a topographic map and have
 GS0510.an estimated accuracy of +/- 6 seconds.
 GS0510
 GS0510.The orthometric height was determined by differential leveling
 GS0510.and adjusted by the National Geodetic Survey in June 1991..
 GS0510
 GS0510.The geoid height was determined by GEOID03.
 GS0510
 GS0510.The dynamic height is computed by dividing the NAVD 88
 GS0510.geopotential number by the normal gravity value computed on the
 GS0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0510.degrees latitude (g = 980.6199 gals.).
 GS0510
 GS0510.The modeled gravity was interpolated from observed gravity values.
 GS0510
 GS0510;                    North         East    Units  Estimated Accuracy
 GS0510;SPC NV C     - 6,234,050.      484,050.      MT  (+/- 180 meters Scaled)
 GS0510
 GS0510                          SUPERSEDED SURVEY CONTROL
 GS0510
 GS0510  NGVD 29 (05/01/91) 1041.095  (m)         3415.66   (f) ADJUSTED    1 2
 GS0510
 GS0510.Superseded values are not recommended for survey control.
 GS0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0510.See file dsdata.txt to determine how the superseded data were derived.
 GS0510
 GS0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA137792(NAD 83)
 GS0510_MARKER: I = METAL ROD
 GS0510_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0510_SP_SET: STAINLESS STEEL ROD
 GS0510_STAMPING: L 416 1983
 GS0510_MARK LOGO: NGS   
 GS0510_PROJECTION: FLUSH
 GS0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0510_ROD/PIPE-DEPTH: 4.2  meters
 GS0510
 GS0510  HISTORY     - Date     Condition        Report By
 GS0510  HISTORY     - 1983     MONUMENTED       NGS
 GS0510
 GS0510                          STATION DESCRIPTION
 GS0510
 GS0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0510'9.9 KM (6.2 MI) SW FROM BEATTY.
 GS0510'9.9 KM (6.2 MI) SOUTHWEST ALONG STATE HIGHWAY 374 FROM ITS JUNCTION
 GS0510'WITH US HIGHWAY 95 IN BEATTY, IN THE NORTHWEST CORNER OF THE
 GS0510'INTERSECTION OF LEADFIELD ROAD, 0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST
 GS0510'3, 20.8 METERS (68.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE AND
 GS0510'25.9 METERS (85 FT) NORTH OF THE CENTER OF THE ROAD.
 GS0510'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 GS0510'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0455 ***********************************************************************
 JQ0455  DESIGNATION -  L 417
 JQ0455  PID         -  JQ0455
 JQ0455  STATE/COUNTY-  NV/NYE
 JQ0455  USGS QUAD   -  STONE CABIN RANCH NE (1986)
 JQ0455
 JQ0455                         *CURRENT SURVEY CONTROL
 JQ0455  ___________________________________________________________________
 JQ0455* NAD 83(1986)-  38 09 07.     (N)    116 33 37.     (W)     SCALED    
 JQ0455* NAVD 88     -      1740.360  (meters)    5709.83   (feet)  ADJUSTED  
 JQ0455  ___________________________________________________________________
 JQ0455  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 JQ0455  DYNAMIC HT  -        1738.407 (meters)    5703.42  (feet)  COMP
 JQ0455  MODELED GRAV-     979,446.1   (mgal)                       NAVD 88
 JQ0455
 JQ0455  VERT ORDER  -  FIRST     CLASS II
 JQ0455
 JQ0455.The horizontal coordinates were scaled from a topographic map and have
 JQ0455.an estimated accuracy of +/- 6 seconds.
 JQ0455
 JQ0455.The orthometric height was determined by differential leveling
 JQ0455.and adjusted by the National Geodetic Survey in June 1991..
 JQ0455
 JQ0455.The geoid height was determined by GEOID03.
 JQ0455
 JQ0455.The dynamic height is computed by dividing the NAVD 88
 JQ0455.geopotential number by the normal gravity value computed on the
 JQ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0455.degrees latitude (g = 980.6199 gals.).
 JQ0455
 JQ0455.The modeled gravity was interpolated from observed gravity values.
 JQ0455
 JQ0455;                    North         East    Units  Estimated Accuracy
 JQ0455;SPC NV C     - 6,377,470.      509,320.      MT  (+/- 180 meters Scaled)
 JQ0455
 JQ0455                          SUPERSEDED SURVEY CONTROL
 JQ0455
 JQ0455.No superseded survey control is available for this station.
 JQ0455
 JQ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC385227(NAD 83)
 JQ0455_MARKER: I = METAL ROD
 JQ0455_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0455_SP_SET: STAINLESS STEEL ROD
 JQ0455_STAMPING: L 417 1984
 JQ0455_MARK LOGO: NGS   
 JQ0455_PROJECTION: FLUSH
 JQ0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0455+STABILITY: POSITION/ELEVATION WELL
 JQ0455_ROD/PIPE-DEPTH: 7.3  meters
 JQ0455
 JQ0455  HISTORY     - Date     Condition        Report By
 JQ0455  HISTORY     - 1984     MONUMENTED       NGS
 JQ0455
 JQ0455                          STATION DESCRIPTION
 JQ0455
 JQ0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0455'18.3 KM (11.4 MI) WEST FROM WARM SPRINGS.
 JQ0455'18.35 KM (11.45 MI) WEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0455'STATE HIGHWAY 375 AT WARM SPRINGS, 21.3 METERS (70 FT) SOUTH OF THE
 JQ0455'HIGHWAY CENTERLINE, 28.4 METERS (93.5 FT) SOUTHEAST OF THE EAST END OF
 JQ0455'THE SOUTH HEADWALL FOR AN 18-INCH CORRUGATED METAL PIPE CULVERT AND
 JQ0455'27.7 METERS (91 FT) SOUTHWEST OF MILEPOST 40.
 JQ0455'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 JQ0455'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0480 ***********************************************************************
 JQ0480  DESIGNATION -  L 418
 JQ0480  PID         -  JQ0480
 JQ0480  STATE/COUNTY-  NV/NYE
 JQ0480  USGS QUAD   -  LUNAR CRATER (1967)
 JQ0480
 JQ0480                         *CURRENT SURVEY CONTROL
 JQ0480  ___________________________________________________________________
 JQ0480* NAD 83(1986)-  38 28 22.     (N)    116 07 09.     (W)     SCALED    
 JQ0480* NAVD 88     -      1810.777  (meters)    5940.86   (feet)  ADJUSTED  
 JQ0480  ___________________________________________________________________
 JQ0480  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 JQ0480  DYNAMIC HT  -        1808.781 (meters)    5934.31  (feet)  COMP
 JQ0480  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 JQ0480
 JQ0480  VERT ORDER  -  FIRST     CLASS II
 JQ0480
 JQ0480.The horizontal coordinates were scaled from a topographic map and have
 JQ0480.an estimated accuracy of +/- 6 seconds.
 JQ0480
 JQ0480.The orthometric height was determined by differential leveling
 JQ0480.and adjusted by the National Geodetic Survey in June 1991..
 JQ0480
 JQ0480.The geoid height was determined by GEOID03.
 JQ0480
 JQ0480.The dynamic height is computed by dividing the NAVD 88
 JQ0480.geopotential number by the normal gravity value computed on the
 JQ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0480.degrees latitude (g = 980.6199 gals.).
 JQ0480
 JQ0480.The modeled gravity was interpolated from observed gravity values.
 JQ0480
 JQ0480;                    North         East    Units  Estimated Accuracy
 JQ0480;SPC NV C     - 6,413,220.      547,770.      MT  (+/- 180 meters Scaled)
 JQ0480
 JQ0480                          SUPERSEDED SURVEY CONTROL
 JQ0480
 JQ0480.No superseded survey control is available for this station.
 JQ0480
 JQ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC768586(NAD 83)
 JQ0480_MARKER: I = METAL ROD
 JQ0480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0480_SP_SET: STAINLESS STEEL ROD
 JQ0480_STAMPING: L 418 1984
 JQ0480_MARK LOGO: NGS   
 JQ0480_PROJECTION: FLUSH
 JQ0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0480_ROD/PIPE-DEPTH: 7.3  meters
 JQ0480
 JQ0480  HISTORY     - Date     Condition        Report By
 JQ0480  HISTORY     - 1984     MONUMENTED       NGS
 JQ0480
 JQ0480                          STATION DESCRIPTION
 JQ0480
 JQ0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0480'38.9 KM (24.3 MI) NE FROM WARM SPRINGS.
 JQ0480'38.9 KM (24.3 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0480'STATE HIGHWAY 375 AT WARM SPRINGS, 2.0 KM (1.25 MI) SOUTHWEST OF THE
 JQ0480'MOORE STATION ROAD, 0.15 KM (0.1 MI) NORTHEAST OF MILEPOST 75 AND
 JQ0480'26.5 METERS (87 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE.
 JQ0480'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 JQ0480'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0300 ***********************************************************************
 JP0300  DESIGNATION -  L 419
 JP0300  PID         -  JP0300
 JP0300  STATE/COUNTY-  NV/NYE
 JP0300  USGS QUAD   -  CURRANT (1990)
 JP0300
 JP0300                         *CURRENT SURVEY CONTROL
 JP0300  ___________________________________________________________________
 JP0300* NAD 83(1986)-  38 44 50.     (N)    115 28 06.     (W)     SCALED    
 JP0300* NAVD 88     -      1595.102  (meters)    5233.26   (feet)  ADJUSTED  
 JP0300  ___________________________________________________________________
 JP0300  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 JP0300  DYNAMIC HT  -        1593.460 (meters)    5227.88  (feet)  COMP
 JP0300  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 JP0300
 JP0300  VERT ORDER  -  FIRST     CLASS II
 JP0300
 JP0300.The horizontal coordinates were scaled from a topographic map and have
 JP0300.an estimated accuracy of +/- 6 seconds.
 JP0300
 JP0300.The orthometric height was determined by differential leveling
 JP0300.and adjusted by the National Geodetic Survey in June 1991..
 JP0300
 JP0300.The geoid height was determined by GEOID03.
 JP0300
 JP0300.The dynamic height is computed by dividing the NAVD 88
 JP0300.geopotential number by the normal gravity value computed on the
 JP0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0300.degrees latitude (g = 980.6199 gals.).
 JP0300
 JP0300.The modeled gravity was interpolated from observed gravity values.
 JP0300
 JP0300;                    North         East    Units  Estimated Accuracy
 JP0300;SPC NV C     - 6,444,220.      604,170.      MT  (+/- 180 meters Scaled)
 JP0300
 JP0300                          SUPERSEDED SURVEY CONTROL
 JP0300
 JP0300.No superseded survey control is available for this station.
 JP0300
 JP0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC331898(NAD 83)
 JP0300_MARKER: DB = BENCH MARK DISK
 JP0300_SETTING: 66 = SET IN ROCK OUTCROP
 JP0300_SP_SET: ROCK OUTCROP
 JP0300_STAMPING: L 419 1984
 JP0300_MARK LOGO: NGS   
 JP0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0300+STABILITY: POSITION/ELEVATION WELL
 JP0300
 JP0300  HISTORY     - Date     Condition        Report By
 JP0300  HISTORY     - 1984     MONUMENTED       NGS
 JP0300
 JP0300                          STATION DESCRIPTION
 JP0300
 JP0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0300'0.5 KM (0.3 MI) NE FROM CURRANT.
 JP0300'0.55 KM (0.35 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0300'STATE HIGHWAY 379 AT CURRANT, IN TOP OF AND 1.2 METERS (4 FT)
 JP0300'SOUTHEAST OF THE NORTHWEST EDGE OF A 25 BY 30 FOOT LIMESTONE OUTCROP
 JP0300'PROJECTING 4 FEET ABOVE THE SURFACE OF THE GROUND, 0.65 KM (0.4 MI)
 JP0300'NORTHEAST OF MILEPOST 118, 27.3 METERS (89.5 FT) NORTHWEST OF THE
 JP0300'HIGHWAY CENTERLINE, 3.6 METERS (12 FT) NORTHWEST OF THE CENTER OF A
 JP0300'DRY WASH AND 1.2 METERS (4 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE
 JP0300'OUTCROP.
 JP0300'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 JP0300'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0058 ***********************************************************************
 KP0058  DESIGNATION -  L 42
 KP0058  PID         -  KP0058
 KP0058  STATE/COUNTY-  NV/WHITE PINE
 KP0058  USGS QUAD   -  CONNORS PASS (1993)
 KP0058
 KP0058                         *CURRENT SURVEY CONTROL
 KP0058  ___________________________________________________________________
 KP0058* NAD 83(1986)-  39 03 19.     (N)    114 43 41.     (W)     SCALED    
 KP0058* NAVD 88     -      2091.138  (meters)    6860.68   (feet)  ADJUSTED  
 KP0058  ___________________________________________________________________
 KP0058  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 KP0058  DYNAMIC HT  -        2088.783 (meters)    6852.95  (feet)  COMP
 KP0058  MODELED GRAV-     979,427.0   (mgal)                       NAVD 88
 KP0058
 KP0058  VERT ORDER  -  FIRST     CLASS II
 KP0058
 KP0058.The horizontal coordinates were scaled from a topographic map and have
 KP0058.an estimated accuracy of +/- 6 seconds.
 KP0058
 KP0058.The orthometric height was determined by differential leveling
 KP0058.and adjusted by the National Geodetic Survey in June 1991..
 KP0058
 KP0058.The geoid height was determined by GEOID03.
 KP0058
 KP0058.The dynamic height is computed by dividing the NAVD 88
 KP0058.geopotential number by the normal gravity value computed on the
 KP0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0058.degrees latitude (g = 980.6199 gals.).
 KP0058
 KP0058.The modeled gravity was interpolated from observed gravity values.
 KP0058
 KP0058;                    North         East    Units  Estimated Accuracy
 KP0058;SPC NV E     - 8,478,080.      274,030.      MT  (+/- 180 meters Scaled)
 KP0058
 KP0058                          SUPERSEDED SURVEY CONTROL
 KP0058
 KP0058  NGVD 29 (??/??/92) 2089.801  (m)         6856.29   (f) ADJ UNCH    1 2
 KP0058
 KP0058.Superseded values are not recommended for survey control.
 KP0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0058.See file dsdata.txt to determine how the superseded data were derived.
 KP0058
 KP0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD965253(NAD 83)
 KP0058_MARKER: DB = BENCH MARK DISK
 KP0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KP0058_SP_SET: CULVERT
 KP0058_STAMPING: L 42 1934
 KP0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KP0058
 KP0058  HISTORY     - Date     Condition        Report By
 KP0058  HISTORY     - 1934     MONUMENTED       CGS
 KP0058  HISTORY     - 1957     GOOD             NGS
 KP0058  HISTORY     - 1984     MARK NOT FOUND   NGS
 KP0058
 KP0058                          STATION DESCRIPTION
 KP0058
 KP0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KP0058'17.1 MI SE FROM ELY.
 KP0058'17.1 MILES SOUTHEAST ALONG  U.S. HIGHWAY 6 FROM THE COUNTY COURTHOUSE
 KP0058'AT ELY, 115 FEET NORTH OF A CONCRETE CULVERT, AND 54 FEET WEST OF THE
 KP0058'CENTERLINE OF THE HIGHWAY.  NOTE-- THIS MARK IS LOCATED ALONG THE OLD
 KP0058'HIGHWAY AND NOT THE NEW.
 KP0058
 KP0058                          STATION RECOVERY (1984)
 KP0058
 KP0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0058'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0212 ***********************************************************************
 KP0212  DESIGNATION -  L 420
 KP0212  PID         -  KP0212
 KP0212  STATE/COUNTY-  NV/WHITE PINE
 KP0212  USGS QUAD   -  PRESTON RESERVOIR (1990)
 KP0212
 KP0212                         *CURRENT SURVEY CONTROL
 KP0212  ___________________________________________________________________
 KP0212* NAD 83(1986)-  39 01 05.     (N)    115 06 49.     (W)     SCALED    
 KP0212* NAVD 88     -      1840.972  (meters)    6039.92   (feet)  ADJUSTED  
 KP0212  ___________________________________________________________________
 KP0212  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 KP0212  DYNAMIC HT  -        1839.015 (meters)    6033.50  (feet)  COMP
 KP0212  MODELED GRAV-     979,499.3   (mgal)                       NAVD 88
 KP0212
 KP0212  VERT ORDER  -  FIRST     CLASS II
 KP0212
 KP0212.The horizontal coordinates were scaled from a topographic map and have
 KP0212.an estimated accuracy of +/- 6 seconds.
 KP0212
 KP0212.The orthometric height was determined by differential leveling
 KP0212.and adjusted by the National Geodetic Survey in June 1991..
 KP0212
 KP0212.The geoid height was determined by GEOID03.
 KP0212
 KP0212.The dynamic height is computed by dividing the NAVD 88
 KP0212.geopotential number by the normal gravity value computed on the
 KP0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0212.degrees latitude (g = 980.6199 gals.).
 KP0212
 KP0212.The modeled gravity was interpolated from observed gravity values.
 KP0212
 KP0212;                    North         East    Units  Estimated Accuracy
 KP0212;SPC NV E     - 8,473,710.      240,680.      MT  (+/- 180 meters Scaled)
 KP0212
 KP0212                          SUPERSEDED SURVEY CONTROL
 KP0212
 KP0212.No superseded survey control is available for this station.
 KP0212
 KP0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD633204(NAD 83)
 KP0212_MARKER: DB = BENCH MARK DISK
 KP0212_SETTING: 66 = SET IN ROCK OUTCROP
 KP0212_SP_SET: ROCK OUTCROP
 KP0212_STAMPING: L 420 1984
 KP0212_MARK LOGO: NGS   
 KP0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0212+STABILITY: POSITION/ELEVATION WELL
 KP0212
 KP0212  HISTORY     - Date     Condition        Report By
 KP0212  HISTORY     - 1984     MONUMENTED       NGS
 KP0212
 KP0212                          STATION DESCRIPTION
 KP0212
 KP0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0212'36.8 KM (22.9 MI) SW FROM ELY.
 KP0212'36.8 KM (22.9 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 KP0212'US HIGHWAY 93 AT ELY, IN TOP OF AND 1.3 METERS (4 FT) SOUTHWEST OF THE
 KP0212'NORTHEAST END OF A 7 BY 9 FOOT FLAT TOP PORTION OF RHYOLITE OUTCROP
 KP0212'FLUSH WITH THE SURFACE OF THE GROUND, AT THE NORTHEAST END OF A
 KP0212'BEDROCK CUT, 2.5 KM (1.55 MI) NORTHEAST OF THE JUNCTION OF STATE
 KP0212'HIGHWAY 318, 0.7 KM (0.45 MI) NORTHEAST OF MILEPOST 15, 11.1 METERS
 KP0212'(36.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE AND 50.6 METERS (166 FT)
 KP0212'SOUTHEAST OF THE CENTER OF THE OLD HIGHWAY BED.
 KP0212'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 KP0212'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0582 ***********************************************************************
 LQ0582  DESIGNATION -  L 421
 LQ0582  PID         -  LQ0582
 LQ0582  STATE/COUNTY-  NV/ELKO
 LQ0582  USGS QUAD   -  GRINDSTONE MTN (1985)
 LQ0582
 LQ0582                         *CURRENT SURVEY CONTROL
 LQ0582  ___________________________________________________________________
 LQ0582* NAD 83(1986)-  40 42 52.     (N)    115 59 21.     (W)     SCALED    
 LQ0582* NAVD 88     -      1523.876  (meters)    4999.58   (feet)  ADJUSTED  
 LQ0582  ___________________________________________________________________
 LQ0582  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 LQ0582  DYNAMIC HT  -        1522.627 (meters)    4995.49  (feet)  COMP
 LQ0582  MODELED GRAV-     979,751.9   (mgal)                       NAVD 88
 LQ0582
 LQ0582  VERT ORDER  -  FIRST     CLASS II
 LQ0582
 LQ0582.The horizontal coordinates were scaled from a topographic map and have
 LQ0582.an estimated accuracy of +/- 6 seconds.
 LQ0582
 LQ0582.The orthometric height was determined by differential leveling
 LQ0582.and adjusted by the National Geodetic Survey in June 1991..
 LQ0582
 LQ0582.The geoid height was determined by GEOID03.
 LQ0582
 LQ0582.The dynamic height is computed by dividing the NAVD 88
 LQ0582.geopotential number by the normal gravity value computed on the
 LQ0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0582.degrees latitude (g = 980.6199 gals.).
 LQ0582
 LQ0582.The modeled gravity was interpolated from observed gravity values.
 LQ0582
 LQ0582;                    North         East    Units  Estimated Accuracy
 LQ0582;SPC NV E     - 8,662,020.      165,710.      MT  (+/- 180 meters Scaled)
 LQ0582
 LQ0582                          SUPERSEDED SURVEY CONTROL
 LQ0582
 LQ0582.No superseded survey control is available for this station.
 LQ0582
 LQ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF853075(NAD 83)
 LQ0582_MARKER: DB = BENCH MARK DISK
 LQ0582_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LQ0582_SP_SET: ABUTMENT
 LQ0582_STAMPING: L 421 1984
 LQ0582_MARK LOGO: NGS   
 LQ0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0582
 LQ0582  HISTORY     - Date     Condition        Report By
 LQ0582  HISTORY     - 1984     MONUMENTED       NGS
 LQ0582
 LQ0582                          STATION DESCRIPTION
 LQ0582
 LQ0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LQ0582'13.1 KM (8.2 MI) NE FROM CARLIN.
 LQ0582'11.35 KM (7.1 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE HIGH
 LQ0582'SCHOOL AT CARLIN, THENCE 1.8 KM (1.1 MI) NORTHEAST ALONG INTERSTATE
 LQ0582'80, IN TOP OF THE CONCRETE GUARD RAIL ATTACHED TO THE ABUTMENT AND
 LQ0582'4.1 METERS (13.5 FT) WEST OF THE EAST END OF THE NORTH CONCRETE GUARD
 LQ0582'RAIL FOR THE WEST BOUND HIGHWAY BRIDGE OVER THE HUMBOLDT RIVER,
 LQ0582'7.6 METERS (25 FT) NORTH OF THE WEST BOUND HIGHWAY CENTERLINE.
 LQ0582'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0576 ***********************************************************************
 LQ0576  DESIGNATION -  L 422
 LQ0576  PID         -  LQ0576
 LQ0576  STATE/COUNTY-  NV/ELKO
 LQ0576  USGS QUAD   -  RYNDON (1982)
 LQ0576
 LQ0576                         *CURRENT SURVEY CONTROL
 LQ0576  ___________________________________________________________________
 LQ0576* NAD 83(1986)-  40 57 00.     (N)    115 35 21.     (W)     SCALED    
 LQ0576* NAVD 88     -      1585.270  (meters)    5201.01   (feet)  ADJUSTED  
 LQ0576  ___________________________________________________________________
 LQ0576  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 LQ0576  DYNAMIC HT  -        1583.969 (meters)    5196.74  (feet)  COMP
 LQ0576  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 LQ0576
 LQ0576  VERT ORDER  -  FIRST     CLASS II
 LQ0576
 LQ0576.The horizontal coordinates were scaled from a topographic map and have
 LQ0576.an estimated accuracy of +/- 6 seconds.
 LQ0576
 LQ0576.The orthometric height was determined by differential leveling
 LQ0576.and adjusted by the National Geodetic Survey in June 1991..
 LQ0576
 LQ0576.The geoid height was determined by GEOID03.
 LQ0576
 LQ0576.The dynamic height is computed by dividing the NAVD 88
 LQ0576.geopotential number by the normal gravity value computed on the
 LQ0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0576.degrees latitude (g = 980.6199 gals.).
 LQ0576
 LQ0576.The modeled gravity was interpolated from observed gravity values.
 LQ0576
 LQ0576;                    North         East    Units  Estimated Accuracy
 LQ0576;SPC NV E     - 8,688,090.      199,510.      MT  (+/- 180 meters Scaled)
 LQ0576
 LQ0576                          SUPERSEDED SURVEY CONTROL
 LQ0576
 LQ0576.No superseded survey control is available for this station.
 LQ0576
 LQ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF187341(NAD 83)
 LQ0576_MARKER: I = METAL ROD
 LQ0576_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LQ0576_SP_SET: STAINLESS STEEL ROD
 LQ0576_STAMPING: L 422 1984
 LQ0576_MARK LOGO: NGS   
 LQ0576_PROJECTION: FLUSH
 LQ0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0576_ROD/PIPE-DEPTH: 6.1  meters
 LQ0576
 LQ0576  HISTORY     - Date     Condition        Report By
 LQ0576  HISTORY     - 1984     MONUMENTED       NGS
 LQ0576
 LQ0576                          STATION DESCRIPTION
 LQ0576
 LQ0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LQ0576'21.0 KM (13.1 MI) NE FROM ELKO.
 LQ0576'14.15 KM (8.85 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE
 LQ0576'COURTHOUSE AT ELKO, THENCE 6.9 KM (4.3 MI) NORTHEAST ALONG INTERSTATE
 LQ0576'80, 0.4 KM (0.25 MI) EAST OF THE RYNDON INTERCHANGE, 44.5 METERS
 LQ0576'(146 FT) NORTH OF THE WEST BOUND HIGHWAY CENTERLINE, 59.7 METERS
 LQ0576'(196 FT) NORTHEAST OF MILEPOST 315, 36.9 METERS (121 FT) NORTH OF THE
 LQ0576'WEST BOUND OFF RAMP, 3.9 METERS (13 FT) SOUTHWEST OF A TELEPHONE POLE,
 LQ0576'0.9 METER (3 FT) WEST OF THE EAST END OF A STEEL PIPE BRACE IN THE
 LQ0576'RIGHT OF WAY FENCE AND 0.5 METER (1.5 FT) SOUTH OF THE RIGHT OF WAY
 LQ0576'FENCE.
 LQ0576'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 LQ0576'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0693 ***********************************************************************
 MT0693  DESIGNATION -  L 423
 MT0693  PID         -  MT0693
 MT0693  STATE/COUNTY-  NV/ELKO
 MT0693  USGS QUAD   -  HOLBORN (1968)
 MT0693
 MT0693                         *CURRENT SURVEY CONTROL
 MT0693  ___________________________________________________________________
 MT0693* NAD 83(1986)-  41 10 18.     (N)    114 41 59.     (W)     SCALED    
 MT0693* NAVD 88     -      1855.991  (meters)    6089.20   (feet)  ADJUSTED  
 MT0693  ___________________________________________________________________
 MT0693  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 MT0693  DYNAMIC HT  -        1854.413 (meters)    6084.02  (feet)  COMP
 MT0693  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 MT0693
 MT0693  VERT ORDER  -  FIRST     CLASS II
 MT0693
 MT0693.The horizontal coordinates were scaled from a topographic map and have
 MT0693.an estimated accuracy of +/- 6 seconds.
 MT0693
 MT0693.The orthometric height was determined by differential leveling
 MT0693.and adjusted by the National Geodetic Survey in June 1991..
 MT0693
 MT0693.The geoid height was determined by GEOID03.
 MT0693
 MT0693.The dynamic height is computed by dividing the NAVD 88
 MT0693.geopotential number by the normal gravity value computed on the
 MT0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0693.degrees latitude (g = 980.6199 gals.).
 MT0693
 MT0693.The modeled gravity was interpolated from observed gravity values.
 MT0693
 MT0693;                    North         East    Units  Estimated Accuracy
 MT0693;SPC NV E     - 8,713,090.      274,140.      MT  (+/- 180 meters Scaled)
 MT0693
 MT0693                          SUPERSEDED SURVEY CONTROL
 MT0693
 MT0693.No superseded survey control is available for this station.
 MT0693
 MT0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF929603(NAD 83)
 MT0693_MARKER: I = METAL ROD
 MT0693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0693_SP_SET: STAINLESS STEEL ROD
 MT0693_STAMPING: L 423 1984
 MT0693_MARK LOGO: NGS   
 MT0693_PROJECTION: FLUSH
 MT0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0693_ROD/PIPE-DEPTH: 6.1  meters
 MT0693
 MT0693  HISTORY     - Date     Condition        Report By
 MT0693  HISTORY     - 1984     MONUMENTED       NGS
 MT0693
 MT0693                          STATION DESCRIPTION
 MT0693
 MT0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MT0693'25.8 KM (16.1 MI) NE FROM WELLS.
 MT0693'13.45 KM (8.45 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE
 MT0693'OVER US HIGHWAY 93 AT WELLS, THENCE 0.15 KM (0.1 MI) NORTH ALONG MOOR
 MT0693'SUMMIT ROAD, THENCE 12.2 KM (7.6 MI) NORTHEAST ALONG MOOR-COBRE ROAD,
 MT0693'2.55 KM (1.6 MI) NORTHEAST OF THE CROSSING OF INDEPENDENCE CREEK,
 MT0693'18.4 METERS (60.5 FT) NORTHWEST OF THE CENTER OF THE ROAD.
 MT0693'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 MT0693'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0383 ***********************************************************************
 MU0383  DESIGNATION -  L 424
 MU0383  PID         -  MU0383
 MU0383  STATE/COUNTY-  NV/HUMBOLDT
 MU0383  USGS QUAD   -  CHINA GARDEN (1983)
 MU0383
 MU0383                         *CURRENT SURVEY CONTROL
 MU0383  ___________________________________________________________________
 MU0383* NAD 83(1986)-  41 09 52.     (N)    117 40 56.     (W)     SCALED    
 MU0383* NAVD 88     -      1379.619  (meters)    4526.30   (feet)  ADJUSTED  
 MU0383  ___________________________________________________________________
 MU0383  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 MU0383  DYNAMIC HT  -        1378.607 (meters)    4522.98  (feet)  COMP
 MU0383  MODELED GRAV-     979,842.4   (mgal)                       NAVD 88
 MU0383
 MU0383  VERT ORDER  -  FIRST     CLASS II
 MU0383
 MU0383.The horizontal coordinates were scaled from a topographic map and have
 MU0383.an estimated accuracy of +/- 6 seconds.
 MU0383
 MU0383.The orthometric height was determined by differential leveling
 MU0383.and adjusted by the National Geodetic Survey in June 1991..
 MU0383
 MU0383.The geoid height was determined by GEOID03.
 MU0383
 MU0383.The dynamic height is computed by dividing the NAVD 88
 MU0383.geopotential number by the normal gravity value computed on the
 MU0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0383.degrees latitude (g = 980.6199 gals.).
 MU0383
 MU0383.The modeled gravity was interpolated from observed gravity values.
 MU0383
 MU0383;                    North         East    Units  Estimated Accuracy
 MU0383;SPC NV W     - 4,712,300.      875,620.      MT  (+/- 180 meters Scaled)
 MU0383
 MU0383                          SUPERSEDED SURVEY CONTROL
 MU0383
 MU0383.No superseded survey control is available for this station.
 MU0383
 MU0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF427572(NAD 83)
 MU0383_MARKER: I = METAL ROD
 MU0383_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0383_SP_SET: STAINLESS STEEL ROD
 MU0383_STAMPING: L 424 1984
 MU0383_MARK LOGO: NGS   
 MU0383_PROJECTION: FLUSH
 MU0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0383_ROD/PIPE-DEPTH: 7.3  meters
 MU0383
 MU0383  HISTORY     - Date     Condition        Report By
 MU0383  HISTORY     - 1984     MONUMENTED       NGS
 MU0383
 MU0383                          STATION DESCRIPTION
 MU0383
 MU0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0383'22.2 KM (13.8 MI) NORTH FROM WINNEMUCCA.
 MU0383'22.22 KM (13.81 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0383'WINNEMUCCA, IN THE NORTHEAST CORNER OF THE T JUNCTION OF DUTCH FLAT
 MU0383'ROAD, AT A POWER LINE CROSSING, 0.46 KM (0.29 MI) SOUTH OF MILEPOST
 MU0383'14, 30.3 METERS (99.5 FT) EAST OF THE HIGHWAY CENTERLINE, 19.5 METERS
 MU0383'(64 FT) NORTH OF THE NORTH END OF A STEEL CATTLE GUARD, 12.8 METERS
 MU0383'(42 FT) NORTH OF A FENCE T JUNCTION AND 0.5 METER (1.5 FT) WEST OF THE
 MU0383'RIGHT OF WAY FENCE.
 MU0383'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 MU0383'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0407 ***********************************************************************
 MU0407  DESIGNATION -  L 425
 MU0407  PID         -  MU0407
 MU0407  STATE/COUNTY-  NV/HUMBOLDT
 MU0407  USGS QUAD   -  GALLAGHER FLAT (1982)
 MU0407
 MU0407                         *CURRENT SURVEY CONTROL
 MU0407  ___________________________________________________________________
 MU0407* NAD 83(1986)-  41 24 14.     (N)    117 54 13.     (W)     SCALED    
 MU0407* NAVD 88     -      1259.887  (meters)    4133.48   (feet)  ADJUSTED  
 MU0407  ___________________________________________________________________
 MU0407  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 MU0407  DYNAMIC HT  -        1258.993 (meters)    4130.55  (feet)  COMP
 MU0407  MODELED GRAV-     979,870.1   (mgal)                       NAVD 88
 MU0407
 MU0407  VERT ORDER  -  FIRST     CLASS II
 MU0407
 MU0407.The horizontal coordinates were scaled from a topographic map and have
 MU0407.an estimated accuracy of +/- 6 seconds.
 MU0407
 MU0407.The orthometric height was determined by differential leveling
 MU0407.and adjusted by the National Geodetic Survey in June 1991..
 MU0407
 MU0407.The geoid height was determined by GEOID03.
 MU0407
 MU0407.The dynamic height is computed by dividing the NAVD 88
 MU0407.geopotential number by the normal gravity value computed on the
 MU0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0407.degrees latitude (g = 980.6199 gals.).
 MU0407
 MU0407.The modeled gravity was interpolated from observed gravity values.
 MU0407
 MU0407;                    North         East    Units  Estimated Accuracy
 MU0407;SPC NV W     - 4,738,720.      856,830.      MT  (+/- 180 meters Scaled)
 MU0407
 MU0407                          SUPERSEDED SURVEY CONTROL
 MU0407
 MU0407.No superseded survey control is available for this station.
 MU0407
 MU0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF244839(NAD 83)
 MU0407_MARKER: I = METAL ROD
 MU0407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0407_SP_SET: STAINLESS STEEL ROD
 MU0407_STAMPING: L 425 1984
 MU0407_MARK LOGO: NGS   
 MU0407_PROJECTION: FLUSH
 MU0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0407_ROD/PIPE-DEPTH: 12.2 meters
 MU0407
 MU0407  HISTORY     - Date     Condition        Report By
 MU0407  HISTORY     - 1984     MONUMENTED       NGS
 MU0407
 MU0407                          STATION DESCRIPTION
 MU0407
 MU0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0407'61.1 KM (38.0 MI) NORTH FROM WINNEMUCCA.
 MU0407'50.93 KM (31.65 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0407'WINNEMUCCA, THENCE 10.19 KM (6.33 MI) WEST ALONG STATE HIGHWAY 140, AT
 MU0407'A TRIPLE POST WOODEN BRACE IN THE RIGHT OF WAY FENCE, 1.17 KM
 MU0407'(0.73 MI) WEST OF A HIGH TENSION POWER LINE CROSSING, 0.50 KM
 MU0407'(0.31 MI) WEST OF MILEPOST 6, 61.0 METERS (200 FT) NORTH OF THE
 MU0407'HIGHWAY CENTERLINE, 6.2 METERS (20.5 FT) EAST OF THE EAST POST FOR THE
 MU0407'BRACE IN THE RIGHT OF WAY FENCE AND 0.3 METER (1 FT) SOUTH OF THE
 MU0407'RIGHT OF WAY FENCE.
 MU0407'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 MU0407'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0727 ***********************************************************************
 LR0727  DESIGNATION -  L 426
 LR0727  PID         -  LR0727
 LR0727  STATE/COUNTY-  NV/HUMBOLDT
 LR0727  USGS QUAD   -  VALMY (1981)
 LR0727
 LR0727                         *CURRENT SURVEY CONTROL
 LR0727  ___________________________________________________________________
 LR0727* NAD 83(1986)-  40 50 44.     (N)    117 12 11.     (W)     SCALED    
 LR0727* NAVD 88     -      1364.592  (meters)    4477.00   (feet)  ADJUSTED  
 LR0727  ___________________________________________________________________
 LR0727  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 LR0727  DYNAMIC HT  -        1363.541 (meters)    4473.55  (feet)  COMP
 LR0727  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 LR0727
 LR0727  VERT ORDER  -  FIRST     CLASS II
 LR0727
 LR0727.The horizontal coordinates were scaled from a topographic map and have
 LR0727.an estimated accuracy of +/- 6 seconds.
 LR0727
 LR0727.The orthometric height was determined by differential leveling
 LR0727.and adjusted by the National Geodetic Survey in June 1991..
 LR0727
 LR0727.The geoid height was determined by GEOID03.
 LR0727
 LR0727.The dynamic height is computed by dividing the NAVD 88
 LR0727.geopotential number by the normal gravity value computed on the
 LR0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0727.degrees latitude (g = 980.6199 gals.).
 LR0727
 LR0727.The modeled gravity was interpolated from observed gravity values.
 LR0727
 LR0727;                    North         East    Units  Estimated Accuracy
 LR0727;SPC NV W     - 4,677,410.      916,390.      MT  (+/- 180 meters Scaled)
 LR0727
 LR0727                          SUPERSEDED SURVEY CONTROL
 LR0727
 LR0727.No superseded survey control is available for this station.
 LR0727
 LR0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF828216(NAD 83)
 LR0727_MARKER: DB = BENCH MARK DISK
 LR0727_SETTING: 66 = SET IN ROCK OUTCROP
 LR0727_SP_SET: ROCK OUTCROP
 LR0727_STAMPING: L 426 1984
 LR0727_MARK LOGO: NGS   
 LR0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0727+STABILITY: POSITION/ELEVATION WELL
 LR0727
 LR0727  HISTORY     - Date     Condition        Report By
 LR0727  HISTORY     - 1984     MONUMENTED       NGS
 LR0727
 LR0727                          STATION DESCRIPTION
 LR0727
 LR0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0727'9.2 KM (5.7 MI) NW FROM VALMY.
 LR0727'8.85 KM (5.55 MI) NORTHWEST ALONG INTERSTATE 80 FROM THE HIGHWAY
 LR0727'OVERPASS BRIDGE AT VALMY, THENCE 0.35 KM (0.2 MI) SOUTHWEST ACROSS
 LR0727'COUNTRY, IN TOP OF A SMALL SHELF AT THE BASE OF THE CENTER ONE OF
 LR0727'THREE MASSIVE LIMESTONE OUTCROPS, ON THE NORTH END OF LONE TREE HILL,
 LR0727'35.3 METERS (116 FT) SOUTH OF THE CENTER OF A DIM TRACK ROAD AND
 LR0727'2.4 METERS (8 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE OUTCROP.
 LR0727'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 LR0727'THE MARK IS 1.2 M ABOVE THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0246 ***********************************************************************
 KP0246  DESIGNATION -  L 427
 KP0246  PID         -  KP0246
 KP0246  STATE/COUNTY-  NV/WHITE PINE
 KP0246  USGS QUAD   -  COMINS LAKE (1978)
 KP0246
 KP0246                         *CURRENT SURVEY CONTROL
 KP0246  ___________________________________________________________________
 KP0246* NAD 83(1986)-  39 07 44.     (N)    114 46 54.     (W)     SCALED    
 KP0246* NAVD 88     -      2006.440  (meters)    6582.80   (feet)  ADJUSTED  
 KP0246  ___________________________________________________________________
 KP0246  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 KP0246  DYNAMIC HT  -        2004.216 (meters)    6575.50  (feet)  COMP
 KP0246  MODELED GRAV-     979,448.0   (mgal)                       NAVD 88
 KP0246
 KP0246  VERT ORDER  -  FIRST     CLASS II
 KP0246
 KP0246.The horizontal coordinates were scaled from a topographic map and have
 KP0246.an estimated accuracy of +/- 6 seconds.
 KP0246
 KP0246.The orthometric height was determined by differential leveling
 KP0246.and adjusted by the National Geodetic Survey in June 1991..
 KP0246
 KP0246.The geoid height was determined by GEOID03.
 KP0246
 KP0246.The dynamic height is computed by dividing the NAVD 88
 KP0246.geopotential number by the normal gravity value computed on the
 KP0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0246.degrees latitude (g = 980.6199 gals.).
 KP0246
 KP0246.The modeled gravity was interpolated from observed gravity values.
 KP0246
 KP0246;                    North         East    Units  Estimated Accuracy
 KP0246;SPC NV E     - 8,486,210.      269,310.      MT  (+/- 180 meters Scaled)
 KP0246
 KP0246                          SUPERSEDED SURVEY CONTROL
 KP0246
 KP0246.No superseded survey control is available for this station.
 KP0246
 KP0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD917334(NAD 83)
 KP0246_MARKER: I = METAL ROD
 KP0246_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0246_SP_SET: STAINLESS STEEL ROD
 KP0246_STAMPING: L 427 1984
 KP0246_MARK LOGO: NGS   
 KP0246_PROJECTION: FLUSH
 KP0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0246_ROD/PIPE-DEPTH: 8.4  meters
 KP0246
 KP0246  HISTORY     - Date     Condition        Report By
 KP0246  HISTORY     - 1984     MONUMENTED       NGS
 KP0246
 KP0246                          STATION DESCRIPTION
 KP0246
 KP0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0246'15.3 KM (9.5 MI) SE FROM ELY.
 KP0246'15.3 KM (9.55 MI) SOUTHEAST ALONG US HIGHWAYS 6, 93 AND 50 FROM THE
 KP0246'JUNCTION OF US HIGHWAYS 6 AND 93 AT ELY, IN THE SOUTH CORNER OF THE T
 KP0246'JUNCTION OF A DIRT ROAD LEADING SOUTHWEST TO A WINDMILL, 5.5 KM
 KP0246'(3.3 MI) NORTHWEST OF THE T JUNCTION OF A ROAD LEADING SOUTHWEST TO
 KP0246'THE WARD CHARCOAL OVENS STATE PARK, 0.7 KM (0.45 MI) SOUTHEAST OF
 KP0246'MILEPOST 48, 60.8 METERS (199.5 FT) SOUTHWEST OF THE HIGHWAY
 KP0246'CENTERLINE, 59.7 METERS (196 FT) SOUTHEAST OF THE CENTER OF THE ROAD,
 KP0246'17.7 METERS (58 FT) WEST OF A SECTION CORNER POST, 3.5 METERS
 KP0246'(11.5 FT) SOUTHEAST OF THE NORTHWEST FENCE CORNER AT A SHORT RIGHT OF
 KP0246'WAY FENCE AND 0.3 METER (1 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 KP0246'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 KP0246'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0273 ***********************************************************************
 KP0273  DESIGNATION -  L 428
 KP0273  PID         -  KP0273
 KP0273  STATE/COUNTY-  NV/WHITE PINE
 KP0273  USGS QUAD   -  HOGUM (1987)
 KP0273
 KP0273                         *CURRENT SURVEY CONTROL
 KP0273  ___________________________________________________________________
 KP0273* NAD 83(1986)-  39 04 47.     (N)    114 26 42.     (W)     SCALED    
 KP0273* NAVD 88     -      1770.257  (meters)    5807.92   (feet)  ADJUSTED  
 KP0273  ___________________________________________________________________
 KP0273  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 KP0273  DYNAMIC HT  -        1768.381 (meters)    5801.76  (feet)  COMP
 KP0273  MODELED GRAV-     979,505.4   (mgal)                       NAVD 88
 KP0273
 KP0273  VERT ORDER  -  FIRST     CLASS II
 KP0273
 KP0273.The horizontal coordinates were scaled from a topographic map and have
 KP0273.an estimated accuracy of +/- 6 seconds.
 KP0273
 KP0273.The orthometric height was determined by differential leveling
 KP0273.and adjusted by the National Geodetic Survey in June 1991..
 KP0273
 KP0273.The geoid height was determined by GEOID03.
 KP0273
 KP0273.The dynamic height is computed by dividing the NAVD 88
 KP0273.geopotential number by the normal gravity value computed on the
 KP0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0273.degrees latitude (g = 980.6199 gals.).
 KP0273
 KP0273.The modeled gravity was interpolated from observed gravity values.
 KP0273
 KP0273;                    North         East    Units  Estimated Accuracy
 KP0273;SPC NV E     - 8,481,070.      298,490.      MT  (+/- 180 meters Scaled)
 KP0273
 KP0273                          SUPERSEDED SURVEY CONTROL
 KP0273
 KP0273.No superseded survey control is available for this station.
 KP0273
 KP0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD210287(NAD 83)
 KP0273_MARKER: I = METAL ROD
 KP0273_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0273_SP_SET: STAINLESS STEEL ROD
 KP0273_STAMPING: L 428 1984
 KP0273_MARK LOGO: NGS   
 KP0273_PROJECTION: FLUSH
 KP0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0273_ROD/PIPE-DEPTH: 3.6  meters
 KP0273
 KP0273  HISTORY     - Date     Condition        Report By
 KP0273  HISTORY     - 1984     MONUMENTED       NGS
 KP0273
 KP0273                          STATION DESCRIPTION
 KP0273
 KP0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0273'44.3 KM (27.7 MI) WEST FROM BAKER.
 KP0273'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0273'OFFICE AT BAKER, THENCE 35.65 KM (22.15 MI) WEST ALONG US HIGHWAYS 6
 KP0273'AND 50, 1.15 KM (0.7 MI) NORTHEAST OF THE Y JUNCTION OF OSCEOLA ROAD,
 KP0273'0.7 KM (0.45 MI) NORTH OF MILEPOST 73, 60.3 METERS (198 FT) NORTHWEST
 KP0273'OF THE HIGHWAY CENTERLINE, 55.1 METERS (181 FT) NORTHWEST OF THE
 KP0273'NORTHEAST END OF THE NORTHWEST HEADWALL FOR A 24-INCH CORRUGATED METAL
 KP0273'PIPE CULVERT AND 0.7 METERS (2.5 FT) SOUTHEAST OF THE RIGHT OF WAY
 KP0273'FENCE.
 KP0273'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 KP0273'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0299 ***********************************************************************
 KP0299  DESIGNATION -  L 429
 KP0299  PID         -  KP0299
 KP0299  STATE/COUNTY-  NV/WHITE PINE
 KP0299  USGS QUAD   -  LEHMAN CAVES (1986)
 KP0299
 KP0299                         *CURRENT SURVEY CONTROL
 KP0299  ___________________________________________________________________
 KP0299* NAD 83(1986)-  39 01 40.     (N)    114 08 07.     (W)     SCALED    
 KP0299* NAVD 88     -      1639.775  (meters)    5379.83   (feet)  ADJUSTED  
 KP0299  ___________________________________________________________________
 KP0299  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 KP0299  DYNAMIC HT  -        1638.086 (meters)    5374.29  (feet)  COMP
 KP0299  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 KP0299
 KP0299  VERT ORDER  -  FIRST     CLASS II
 KP0299
 KP0299.The horizontal coordinates were scaled from a topographic map and have
 KP0299.an estimated accuracy of +/- 6 seconds.
 KP0299
 KP0299.The orthometric height was determined by differential leveling
 KP0299.and adjusted by the National Geodetic Survey in June 1991..
 KP0299
 KP0299.The geoid height was determined by GEOID03.
 KP0299
 KP0299.The dynamic height is computed by dividing the NAVD 88
 KP0299.geopotential number by the normal gravity value computed on the
 KP0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0299.degrees latitude (g = 980.6199 gals.).
 KP0299
 KP0299.The modeled gravity was interpolated from observed gravity values.
 KP0299
 KP0299;                    North         East    Units  Estimated Accuracy
 KP0299;SPC NV E     - 8,475,680.      325,380.      MT  (+/- 180 meters Scaled)
 KP0299
 KP0299                          SUPERSEDED SURVEY CONTROL
 KP0299
 KP0299.No superseded survey control is available for this station.
 KP0299
 KP0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD479237(NAD 83)
 KP0299_MARKER: I = METAL ROD
 KP0299_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KP0299+WITH SETTING: INFORMATION.
 KP0299_SP_SET: SHALLOW SET METAL ROD
 KP0299_STAMPING: L 429 1984
 KP0299_MARK LOGO: NGS   
 KP0299_PROJECTION: FLUSH
 KP0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0299+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 KP0299_ROD/PIPE-DEPTH: 1.2  meters
 KP0299
 KP0299  HISTORY     - Date     Condition        Report By
 KP0299  HISTORY     - 1984     MONUMENTED       NGS
 KP0299  HISTORY     - 20020802 GOOD             NVGS
 KP0299
 KP0299                          STATION DESCRIPTION
 KP0299
 KP0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0299'2.2 KM (1.4 MI) NW FROM BAKER.
 KP0299'2.25 KM (1.4 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0299'OFFICE AT BAKER, 0.75 KM (0.45 MI) NORTHWEST OF MILEPOST 7, 0.5 KM
 KP0299'(0.3 MI) SOUTHEAST OF THE T JUNCTION OF A PAVED ROAD LEADING
 KP0299'NORTHEAST, 13.5 METERS (44.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 KP0299'1.8 METERS (6 FT) WEST OF THE SOUTHEAST END OF A BRACE IN THE RIGHT OF
 KP0299'WAY FENCE AND 1.5 METERS (5 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 KP0299'NOTE-ROD SET TO 4 FEET IMBEDDED REFUSAL.
 KP0299'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 KP0299'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 KP0299
 KP0299                          STATION RECOVERY (2002)
 KP0299
 KP0299'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 KP0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0146 ***********************************************************************
 KP0146  DESIGNATION -  L 43
 KP0146  PID         -  KP0146
 KP0146  STATE/COUNTY-  NV/WHITE PINE
 KP0146  USGS QUAD   -  SAMMYS SPRINGS (1990)
 KP0146
 KP0146                         *CURRENT SURVEY CONTROL
 KP0146  ___________________________________________________________________
 KP0146* NAD 83(1986)-  39 22 32.     (N)    115 17 45.     (W)     SCALED    
 KP0146* NAVD 88     -      1965.018  (meters)    6446.90   (feet)  ADJUSTED  
 KP0146  ___________________________________________________________________
 KP0146  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 KP0146  DYNAMIC HT  -        1962.935 (meters)    6440.06  (feet)  COMP
 KP0146  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 KP0146
 KP0146  VERT ORDER  -  FIRST     CLASS II
 KP0146
 KP0146.The horizontal coordinates were scaled from a topographic map and have
 KP0146.an estimated accuracy of +/- 6 seconds.
 KP0146
 KP0146.The orthometric height was determined by differential leveling
 KP0146.and adjusted by the National Geodetic Survey in June 1991..
 KP0146
 KP0146.The geoid height was determined by GEOID03.
 KP0146
 KP0146.The dynamic height is computed by dividing the NAVD 88
 KP0146.geopotential number by the normal gravity value computed on the
 KP0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0146.degrees latitude (g = 980.6199 gals.).
 KP0146
 KP0146.The modeled gravity was interpolated from observed gravity values.
 KP0146
 KP0146;                    North         East    Units  Estimated Accuracy
 KP0146;SPC NV E     - 8,513,330.      224,770.      MT  (+/- 180 meters Scaled)
 KP0146
 KP0146                          SUPERSEDED SURVEY CONTROL
 KP0146
 KP0146  NGVD 29 (??/??/92) 1963.72   (m)         6442.6    (f) COMPUTED    1 2
 KP0146
 KP0146.Superseded values are not recommended for survey control.
 KP0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0146.See file dsdata.txt to determine how the superseded data were derived.
 KP0146
 KP0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD467598(NAD 83)
 KP0146_MARKER: DB = BENCH MARK DISK
 KP0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0146_STAMPING: L 43 1934
 KP0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0146+STABILITY: SURFACE MOTION
 KP0146
 KP0146  HISTORY     - Date     Condition        Report By
 KP0146  HISTORY     - 1934     MONUMENTED       CGS
 KP0146  HISTORY     - 1964     POOR             NGS
 KP0146
 KP0146                          STATION DESCRIPTION
 KP0146
 KP0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0146'27.1 MI W FROM LANE.
 KP0146'27.1 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE PUBLIC SCHOOL AT LANE,
 KP0146'WHITE PINE COUNTY, AND 50 FEET NORTH THE CENTERLINE OF THE HIGHWAY. A
 KP0146'STANDARD DISK, STAMPED L 43 1934 AND SET IN THE TOP OF A CONCRETE
 KP0146'POST.  NOTE-- THE POST HAS BEEN BROKEN OFF, AND THE DISK FOUND.
 KP0146
 KP0146                          STATION RECOVERY (1964)
 KP0146
 KP0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KP0146'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0254 ***********************************************************************
 MV0254  DESIGNATION -  L 430
 MV0254  PID         -  MV0254
 MV0254  STATE/COUNTY-  NV/HUMBOLDT
 MV0254  USGS QUAD   -  QUINN RIVER CROSSING (1990)
 MV0254
 MV0254                         *CURRENT SURVEY CONTROL
 MV0254  ___________________________________________________________________
 MV0254* NAD 83(1986)-  41 35 50.     (N)    118 25 42.     (W)     SCALED    
 MV0254* NAVD 88     -      1265.419  (meters)    4151.63   (feet)  ADJUSTED  
 MV0254  ___________________________________________________________________
 MV0254  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 MV0254  DYNAMIC HT  -        1264.570 (meters)    4148.84  (feet)  COMP
 MV0254  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 MV0254
 MV0254  VERT ORDER  -  FIRST     CLASS II
 MV0254
 MV0254.The horizontal coordinates were scaled from a topographic map and have
 MV0254.an estimated accuracy of +/- 6 seconds.
 MV0254
 MV0254.The orthometric height was determined by differential leveling
 MV0254.and adjusted by the National Geodetic Survey in June 1991..
 MV0254
 MV0254.The geoid height was determined by GEOID03.
 MV0254
 MV0254.The dynamic height is computed by dividing the NAVD 88
 MV0254.geopotential number by the normal gravity value computed on the
 MV0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0254.degrees latitude (g = 980.6199 gals.).
 MV0254
 MV0254.The modeled gravity was interpolated from observed gravity values.
 MV0254
 MV0254;                    North         East    Units  Estimated Accuracy
 MV0254;SPC NV W     - 4,759,980.      812,920.      MT  (+/- 180 meters Scaled)
 MV0254
 MV0254                          SUPERSEDED SURVEY CONTROL
 MV0254
 MV0254.No superseded survey control is available for this station.
 MV0254
 MV0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG809060(NAD 83)
 MV0254_MARKER: DB = BENCH MARK DISK
 MV0254_SETTING: 66 = SET IN ROCK OUTCROP
 MV0254_SP_SET: ROCK OUTCROP
 MV0254_STAMPING: L 430 1984
 MV0254_MARK LOGO: NGS   
 MV0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0254+STABILITY: POSITION/ELEVATION WELL
 MV0254
 MV0254  HISTORY     - Date     Condition        Report By
 MV0254  HISTORY     - 1984     MONUMENTED       NGS
 MV0254
 MV0254                          STATION DESCRIPTION
 MV0254
 MV0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0254'49.9 KM (31.0 MI) SE FROM DENIO.
 MV0254'49.32 KM (30.65 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0254'OFFICE AT DENIO, THENCE 0.61 KM (0.38 MI) NORTH ALONG NINEMILE ROAD,
 MV0254'IN TOP OF AND 0.6 METER (2 FT) EAST OF THE WEST EDGE OF A 10 BY 10
 MV0254'FOOT PORTION OF CONGLOMERATE OUTCROP PROJECTING 3 FEET FROM THE WEST
 MV0254'SLOPE OF A LONG RIDGE RUNNING NORTH AND SOUTH, BETWEEN TWO PROMINENT
 MV0254'HILLS, ABOUT 0.2 MILE NORTHEAST OF A POWER SUB-STATION, 59.7 METERS
 MV0254'(196 FT) NORTHWEST OF THE CENTER OF THE ROAD.
 MV0254'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MV0254'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0278 ***********************************************************************
 MV0278  DESIGNATION -  L 431
 MV0278  PID         -  MV0278
 MV0278  STATE/COUNTY-  NV/HUMBOLDT
 MV0278  USGS QUAD   -  WILDER CREEK RANCH (1990)
 MV0278
 MV0278                         *CURRENT SURVEY CONTROL
 MV0278  ___________________________________________________________________
 MV0278* NAD 83(1986)-  41 55 01.     (N)    118 36 57.     (W)     SCALED    
 MV0278* NAVD 88     -      1326.443  (meters)    4351.84   (feet)  ADJUSTED  
 MV0278  ___________________________________________________________________
 MV0278  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 MV0278  DYNAMIC HT  -        1325.570 (meters)    4348.97  (feet)  COMP
 MV0278  MODELED GRAV-     979,918.7   (mgal)                       NAVD 88
 MV0278
 MV0278  VERT ORDER  -  FIRST     CLASS II
 MV0278
 MV0278.The horizontal coordinates were scaled from a topographic map and have
 MV0278.an estimated accuracy of +/- 6 seconds.
 MV0278
 MV0278.The orthometric height was determined by differential leveling
 MV0278.and adjusted by the National Geodetic Survey in June 1991..
 MV0278
 MV0278.The geoid height was determined by GEOID03.
 MV0278
 MV0278.The dynamic height is computed by dividing the NAVD 88
 MV0278.geopotential number by the normal gravity value computed on the
 MV0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0278.degrees latitude (g = 980.6199 gals.).
 MV0278
 MV0278.The modeled gravity was interpolated from observed gravity values.
 MV0278
 MV0278;                    North         East    Units  Estimated Accuracy
 MV0278;SPC NV W     - 4,795,470.      797,300.      MT  (+/- 180 meters Scaled)
 MV0278
 MV0278                          SUPERSEDED SURVEY CONTROL
 MV0278
 MV0278.No superseded survey control is available for this station.
 MV0278
 MV0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG660418(NAD 83)
 MV0278_MARKER: I = METAL ROD
 MV0278_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0278_SP_SET: STAINLESS STEEL ROD
 MV0278_STAMPING: L 431 1984
 MV0278_MARK LOGO: NGS   
 MV0278_PROJECTION: FLUSH
 MV0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0278_ROD/PIPE-DEPTH: 7.3  meters
 MV0278
 MV0278  HISTORY     - Date     Condition        Report By
 MV0278  HISTORY     - 1984     MONUMENTED       NGS
 MV0278
 MV0278                          STATION DESCRIPTION
 MV0278
 MV0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0278'8.7 KM (5.4 MI) SE FROM DENIO.
 MV0278'8.66 KM (5.38 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0278'OFFICE AT DENIO, 0.17 KM (0.11 MI) NORTH OF MILEPOST 63, 32.6 METERS
 MV0278'(107 FT) EAST OF THE HIGHWAY CENTERLINE, 64.9 METERS (213 FT)
 MV0278'NORTHWEST OF POWER POLE C 225 WITH A GUY WIRE ATTACHED, 35.0 METERS
 MV0278'(115 FT) EAST-NORTHEAST OF THE EAST END OF A CATTLE GUARD AND
 MV0278'2.3 METERS (7.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 MV0278'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 MV0278'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0373 ***********************************************************************
 KQ0373  DESIGNATION -  L 432
 KQ0373  PID         -  KQ0373
 KQ0373  STATE/COUNTY-  NV/CHURCHILL
 KQ0373  USGS QUAD   -  CARROLL SUMMIT (1969)
 KQ0373
 KQ0373                         *CURRENT SURVEY CONTROL
 KQ0373  ___________________________________________________________________
 KQ0373* NAD 83(1986)-  39 15 49.     (N)    117 43 36.     (W)     SCALED    
 KQ0373* NAVD 88     -      2273.507  (meters)    7459.00   (feet)  ADJUSTED  
 KQ0373  ___________________________________________________________________
 KQ0373  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 KQ0373  DYNAMIC HT  -        2271.050 (meters)    7450.94  (feet)  COMP
 KQ0373  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 KQ0373
 KQ0373  VERT ORDER  -  FIRST     CLASS II
 KQ0373
 KQ0373.The horizontal coordinates were scaled from a topographic map and have
 KQ0373.an estimated accuracy of +/- 6 seconds.
 KQ0373
 KQ0373.The orthometric height was determined by differential leveling
 KQ0373.and adjusted by the National Geodetic Survey in June 1991..
 KQ0373
 KQ0373.The geoid height was determined by GEOID03.
 KQ0373
 KQ0373.The dynamic height is computed by dividing the NAVD 88
 KQ0373.geopotential number by the normal gravity value computed on the
 KQ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0373.degrees latitude (g = 980.6199 gals.).
 KQ0373
 KQ0373.The modeled gravity was interpolated from observed gravity values.
 KQ0373
 KQ0373;                    North         East    Units  Estimated Accuracy
 KQ0373;SPC NV W     - 4,501,210.      873,930.      MT  (+/- 180 meters Scaled)
 KQ0373
 KQ0373                          SUPERSEDED SURVEY CONTROL
 KQ0373
 KQ0373.No superseded survey control is available for this station.
 KQ0373
 KQ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD373462(NAD 83)
 KQ0373_MARKER: DB = BENCH MARK DISK
 KQ0373_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0373_SP_SET: ROCK OUTCROP
 KQ0373_STAMPING: L 432 1984
 KQ0373_MARK LOGO: NGS   
 KQ0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0373+STABILITY: POSITION/ELEVATION WELL
 KQ0373
 KQ0373  HISTORY     - Date     Condition        Report By
 KQ0373  HISTORY     - 1984     MONUMENTED       NGS
 KQ0373
 KQ0373                          STATION DESCRIPTION
 KQ0373
 KQ0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KQ0373'IN CARROLL SUMMIT.
 KQ0373'AT CARROLL SUMMIT, VERTICALLY IN THE NORTHWEST FACE OF THE SOUTHEAST
 KQ0373'GRAY ROCK CUT, 7.3 METERS (24 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 KQ0373'84.1 METERS (276 FT) NORTHEAST OF MILEPOST 16.62, 51.2 METERS (168 FT)
 KQ0373'SOUTHWEST OF A LANDER COUNTY LINE MARKER AND 29.0 METERS (95 FT)
 KQ0373'SOUTHWEST OF THE NORTHEAST END OF THE CUT.
 KQ0373'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0907 ***********************************************************************
 JR0907  DESIGNATION -  L 433
 JR0907  PID         -  JR0907
 JR0907  STATE/COUNTY-  NV/MINERAL
 JR0907  USGS QUAD   -  LUNING (1980)
 JR0907
 JR0907                         *CURRENT SURVEY CONTROL
 JR0907  ___________________________________________________________________
 JR0907* NAD 83(1986)-  38 34 26.     (N)    118 10 24.     (W)     SCALED    
 JR0907* NAVD 88     -      1520.828  (meters)    4989.58   (feet)  ADJUSTED  
 JR0907  ___________________________________________________________________
 JR0907  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 JR0907  DYNAMIC HT  -        1519.266 (meters)    4984.46  (feet)  COMP
 JR0907  MODELED GRAV-     979,548.7   (mgal)                       NAVD 88
 JR0907
 JR0907  VERT ORDER  -  FIRST     CLASS II
 JR0907
 JR0907.The horizontal coordinates were scaled from a topographic map and have
 JR0907.an estimated accuracy of +/- 6 seconds.
 JR0907
 JR0907.The orthometric height was determined by differential leveling
 JR0907.and adjusted by the National Geodetic Survey in June 1991..
 JR0907
 JR0907.The geoid height was determined by GEOID03.
 JR0907
 JR0907.The dynamic height is computed by dividing the NAVD 88
 JR0907.geopotential number by the normal gravity value computed on the
 JR0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0907.degrees latitude (g = 980.6199 gals.).
 JR0907
 JR0907.The modeled gravity was interpolated from observed gravity values.
 JR0907
 JR0907;                    North         East    Units  Estimated Accuracy
 JR0907;SPC NV W     - 4,424,380.      835,730.      MT  (+/- 180 meters Scaled)
 JR0907
 JR0907                          SUPERSEDED SURVEY CONTROL
 JR0907
 JR0907.No superseded survey control is available for this station.
 JR0907
 JR0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC977701(NAD 83)
 JR0907_MARKER: I = METAL ROD
 JR0907_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JR0907_SP_SET: STAINLESS STEEL ROD
 JR0907_STAMPING: L 433 1984
 JR0907_MARK LOGO: NGS   
 JR0907_PROJECTION: FLUSH
 JR0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0907_ROD/PIPE-DEPTH: 9.8  meters
 JR0907
 JR0907  HISTORY     - Date     Condition        Report By
 JR0907  HISTORY     - 1984     MONUMENTED       NGS
 JR0907
 JR0907                          STATION DESCRIPTION
 JR0907
 JR0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JR0907'8.1 KM (5.1 MI) NORTH FROM LUNING.
 JR0907'1.3 KM (0.8 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 JR0907'POST OFFICE AT LUNING, THENCE 6.8 KM (4.25 MI) NORTH ALONG STATE
 JR0907'HIGHWAY 361, IN THE NORTHEAST CORNER OF THE Y JUNCTION OF A DIRT ROAD
 JR0907'LEADING NORTHEAST, 0.6 KM (0.4 MI) NORTH OF MILEPOST 4, 38.1 METERS
 JR0907'(125 FT) EAST OF THE HIGHWAY CENTERLINE AND 15.8 METERS (52 FT)
 JR0907'NORTHWEST OF THE CENTER OF THE DIRT ROAD.
 JR0907'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 JR0907'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0384 ***********************************************************************
 KQ0384  DESIGNATION -  L 434
 KQ0384  PID         -  KQ0384
 KQ0384  STATE/COUNTY-  NV/LANDER
 KQ0384  USGS QUAD   -  YANKEE BLADE (1982)
 KQ0384
 KQ0384                         *CURRENT SURVEY CONTROL
 KQ0384  ___________________________________________________________________
 KQ0384* NAD 83(1986)-  39 30 50.     (N)    117 05 34.     (W)     SCALED    
 KQ0384* NAVD 88     -      1854.125  (meters)    6083.08   (feet)  ADJUSTED  
 KQ0384  ___________________________________________________________________
 KQ0384  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 KQ0384  DYNAMIC HT  -        1852.219 (meters)    6076.82  (feet)  COMP
 KQ0384  MODELED GRAV-     979,533.7   (mgal)                       NAVD 88
 KQ0384
 KQ0384  VERT ORDER  -  FIRST     CLASS II
 KQ0384
 KQ0384.The horizontal coordinates were scaled from a topographic map and have
 KQ0384.an estimated accuracy of +/- 6 seconds.
 KQ0384
 KQ0384.The orthometric height was determined by differential leveling
 KQ0384.and adjusted by the National Geodetic Survey in June 1991..
 KQ0384
 KQ0384.The geoid height was determined by GEOID03.
 KQ0384
 KQ0384.The dynamic height is computed by dividing the NAVD 88
 KQ0384.geopotential number by the normal gravity value computed on the
 KQ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0384.degrees latitude (g = 980.6199 gals.).
 KQ0384
 KQ0384.The modeled gravity was interpolated from observed gravity values.
 KQ0384
 KQ0384;                    North         East    Units  Estimated Accuracy
 KQ0384;SPC NV C     - 6,528,730.      463,360.      MT  (+/- 180 meters Scaled)
 KQ0384
 KQ0384                          SUPERSEDED SURVEY CONTROL
 KQ0384
 KQ0384.No superseded survey control is available for this station.
 KQ0384
 KQ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD920738(NAD 83)
 KQ0384_MARKER: I = METAL ROD
 KQ0384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KQ0384_SP_SET: STAINLESS STEEL ROD
 KQ0384_STAMPING: L 434 1985
 KQ0384_MARK LOGO: NGS   
 KQ0384_PROJECTION: FLUSH
 KQ0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KQ0384_ROD/PIPE-DEPTH: 18.3 meters
 KQ0384
 KQ0384  HISTORY     - Date     Condition        Report By
 KQ0384  HISTORY     - 1985     MONUMENTED       NGS
 KQ0384
 KQ0384                          STATION DESCRIPTION
 KQ0384
 KQ0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0384'3.2 KM (2.0 MI) NORTH FROM AUSTIN.
 KQ0384'1.56 KM (0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0384'AT AUSTIN, THENCE 1.64 KM (1.02 MI) NORTH ALONG STATE HIGHWAY 305, IN
 KQ0384'THE SOUTH CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING NORTHWEST TO
 KQ0384'THE CITY DUMP, 0.27 KM (0.17 MI) SOUTHEAST OF MILEPOST 32, 37.5 METERS
 KQ0384'(123 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 32.3 METERS (106 FT)
 KQ0384'SOUTH OF THE SOUTHEAST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT
 KQ0384'UNDER THE DIRT ROAD AND 31.1 METERS (102 FT) SOUTHEAST OF THE CENTER
 KQ0384'OF THE DIRT ROAD.
 KQ0384'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 KQ0384'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0401 ***********************************************************************
 KQ0401  DESIGNATION -  L 435
 KQ0401  PID         -  KQ0401
 KQ0401  STATE/COUNTY-  NV/LANDER
 KQ0401  USGS QUAD   -  VIGUS BUTTE NW (1969)
 KQ0401
 KQ0401                         *CURRENT SURVEY CONTROL
 KQ0401  ___________________________________________________________________
 KQ0401* NAD 83(1986)-  39 44 53.     (N)    117 08 57.     (W)     SCALED    
 KQ0401* NAVD 88     -      1675.355  (meters)    5496.56   (feet)  ADJUSTED  
 KQ0401  ___________________________________________________________________
 KQ0401  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 KQ0401  DYNAMIC HT  -        1673.745 (meters)    5491.28  (feet)  COMP
 KQ0401  MODELED GRAV-     979,606.4   (mgal)                       NAVD 88
 KQ0401
 KQ0401  VERT ORDER  -  FIRST     CLASS II
 KQ0401
 KQ0401.The horizontal coordinates were scaled from a topographic map and have
 KQ0401.an estimated accuracy of +/- 6 seconds.
 KQ0401
 KQ0401.The orthometric height was determined by differential leveling
 KQ0401.and adjusted by the National Geodetic Survey in June 1991..
 KQ0401
 KQ0401.The geoid height was determined by GEOID03.
 KQ0401
 KQ0401.The dynamic height is computed by dividing the NAVD 88
 KQ0401.geopotential number by the normal gravity value computed on the
 KQ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0401.degrees latitude (g = 980.6199 gals.).
 KQ0401
 KQ0401.The modeled gravity was interpolated from observed gravity values.
 KQ0401
 KQ0401;                    North         East    Units  Estimated Accuracy
 KQ0401;SPC NV C     - 6,554,750.      458,650.      MT  (+/- 180 meters Scaled)
 KQ0401
 KQ0401                          SUPERSEDED SURVEY CONTROL
 KQ0401
 KQ0401.No superseded survey control is available for this station.
 KQ0401
 KQ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD872998(NAD 83)
 KQ0401_MARKER: I = METAL ROD
 KQ0401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KQ0401_SP_SET: STAINLESS STEEL ROD
 KQ0401_STAMPING: L 435 1985
 KQ0401_MARK LOGO: NGS   
 KQ0401_PROJECTION: FLUSH
 KQ0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KQ0401_ROD/PIPE-DEPTH: 3.3  meters
 KQ0401
 KQ0401  HISTORY     - Date     Condition        Report By
 KQ0401  HISTORY     - 1985     MONUMENTED       NGS
 KQ0401
 KQ0401                          STATION DESCRIPTION
 KQ0401
 KQ0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0401'31.6 KM (19.6 MI) NORTH FROM AUSTIN.
 KQ0401'1.56 KM (0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0401'AT AUSTIN, THENCE 30.05 KM (18.68 MI) NORTH ALONG STATE HIGHWAY 305,
 KQ0401'NEAR A CATTLE GUARD, 0.68 KM (0.42 MI) NORTHEAST OF MILEPOST 49,
 KQ0401'31.7 METERS (104 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 66.1 METERS
 KQ0401'(217 FT) NORTH OF THE WEST END OF A 18-INCH CORRUGATED METAL PIPE
 KQ0401'CULVERT, 29.3 METERS (96 FT) WEST OF THE WEST CORNER OF A STEEL CATTLE
 KQ0401'GUARD AND 14.3 METERS (47 FT) SOUTHWEST OF A NORTHWEST-SOUTHEAST
 KQ0401'FENCE.
 KQ0401'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 KQ0401'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0770 ***********************************************************************
 LR0770  DESIGNATION -  L 436
 LR0770  PID         -  LR0770
 LR0770  STATE/COUNTY-  NV/LANDER
 LR0770  USGS QUAD   -  MOSS CREEK (1990)
 LR0770
 LR0770                         *CURRENT SURVEY CONTROL
 LR0770  ___________________________________________________________________
 LR0770* NAD 83(1986)-  40 08 56.     (N)    117 06 55.     (W)     SCALED    
 LR0770* NAVD 88     -      1472.398  (meters)    4830.69   (feet)  ADJUSTED  
 LR0770  ___________________________________________________________________
 LR0770  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 LR0770  DYNAMIC HT  -        1471.096 (meters)    4826.42  (feet)  COMP
 LR0770  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 LR0770
 LR0770  VERT ORDER  -  FIRST     CLASS II
 LR0770
 LR0770.The horizontal coordinates were scaled from a topographic map and have
 LR0770.an estimated accuracy of +/- 6 seconds.
 LR0770
 LR0770.The orthometric height was determined by differential leveling
 LR0770.and adjusted by the National Geodetic Survey in June 1991..
 LR0770
 LR0770.The geoid height was determined by GEOID03.
 LR0770
 LR0770.The dynamic height is computed by dividing the NAVD 88
 LR0770.geopotential number by the normal gravity value computed on the
 LR0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0770.degrees latitude (g = 980.6199 gals.).
 LR0770
 LR0770.The modeled gravity was interpolated from observed gravity values.
 LR0770
 LR0770;                    North         East    Units  Estimated Accuracy
 LR0770;SPC NV C     - 6,599,240.      461,780.      MT  (+/- 180 meters Scaled)
 LR0770
 LR0770                          SUPERSEDED SURVEY CONTROL
 LR0770
 LR0770.No superseded survey control is available for this station.
 LR0770
 LR0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME901442(NAD 83)
 LR0770_MARKER: I = METAL ROD
 LR0770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0770_SP_SET: STAINLESS STEEL ROD
 LR0770_STAMPING: L 436 1985
 LR0770_MARK LOGO: NGS   
 LR0770_PROJECTION: FLUSH
 LR0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0770_ROD/PIPE-DEPTH: 8.5  meters
 LR0770
 LR0770  HISTORY     - Date     Condition        Report By
 LR0770  HISTORY     - 1985     MONUMENTED       NGS
 LR0770
 LR0770                          STATION DESCRIPTION
 LR0770
 LR0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LR0770'59.8 KM (37.2 MI) SOUTH FROM BATTLE MTN.
 LR0770'59.84 KM (37.19 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0770'AT BATTLE MTN, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A DIRT
 LR0770'ROAD LEADING WEST TO FISH CREEK BASIN, 0.36 KM (0.23 MI) SOUTHWEST OF
 LR0770'MILEPOST 81, 60.4 METERS (198 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 LR0770'27.4 METERS (90 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A STEEL
 LR0770'CATTLE GUARD, 22.0 METERS (72 FT) SOUTHWEST OF A POWER LINE T JUNCTION
 LR0770'POLE 452 WITH TWO GUY WIRES AND 0.8 METER (2.5 FT) SOUTHEAST OF THE
 LR0770'RIGHT OF WAY FENCE.
 LR0770'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 LR0770'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1420 ***********************************************************************
 KR1420  DESIGNATION -  L 439
 KR1420  PID         -  KR1420
 KR1420  STATE/COUNTY-  NV/CHURCHILL
 KR1420  USGS QUAD   -  GRIMES POINT (1985)
 KR1420
 KR1420                         *CURRENT SURVEY CONTROL
 KR1420  ___________________________________________________________________
 KR1420* NAD 83(1986)-  39 28 27.     (N)    118 44 49.     (W)     SCALED    
 KR1420* NAVD 88     -      1205.049  (meters)    3953.56   (feet)  ADJUSTED  
 KR1420  ___________________________________________________________________
 KR1420  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 KR1420  DYNAMIC HT  -        1204.010 (meters)    3950.16  (feet)  COMP
 KR1420  MODELED GRAV-     979,723.1   (mgal)                       NAVD 88
 KR1420
 KR1420  VERT ORDER  -  FIRST     CLASS II
 KR1420
 KR1420.The horizontal coordinates were scaled from a topographic map and have
 KR1420.an estimated accuracy of +/- 6 seconds.
 KR1420
 KR1420.The orthometric height was determined by differential leveling
 KR1420.and adjusted by the National Geodetic Survey in June 1991..
 KR1420
 KR1420.The geoid height was determined by GEOID03.
 KR1420
 KR1420.The dynamic height is computed by dividing the NAVD 88
 KR1420.geopotential number by the normal gravity value computed on the
 KR1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1420.degrees latitude (g = 980.6199 gals.).
 KR1420
 KR1420.The modeled gravity was interpolated from observed gravity values.
 KR1420
 KR1420;                    North         East    Units  Estimated Accuracy
 KR1420;SPC NV W     - 4,524,250.      785,920.      MT  (+/- 180 meters Scaled)
 KR1420
 KR1420                          SUPERSEDED SURVEY CONTROL
 KR1420
 KR1420.No superseded survey control is available for this station.
 KR1420
 KR1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD497708(NAD 83)
 KR1420_MARKER: I = METAL ROD
 KR1420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1420_SP_SET: STAINLESS STEEL ROD
 KR1420_STAMPING: L 439 1986
 KR1420_MARK LOGO: NGS   
 KR1420_PROJECTION: FLUSH
 KR1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1420+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1991
 KR1420_ROD/PIPE-DEPTH: 14.6 meters
 KR1420
 KR1420  HISTORY     - Date     Condition        Report By
 KR1420  HISTORY     - 1986     MONUMENTED       NGS
 KR1420  HISTORY     - 19910806 GOOD             NGS
 KR1420  HISTORY     - 20051009 GOOD             GEOCAC
 KR1420
 KR1420                          STATION DESCRIPTION
 KR1420
 KR1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1420'2.9 KM (1.8 MI) EAST FROM FALLON.
 KR1420'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 KR1420'0.24 KM (0.15 MI) SOUTH ALONG US HIGHWAY 95 (MAIN STREET) FROM THE
 KR1420'POST OFFICE IN FALLON, THENCE 2.7 KM (1.65 MI) EAST ALONG US HIGHWAY
 KR1420'50, 0.89 KM (0.55 MI) EAST OF CEMETARY ROAD, AT A WIRE GATE LEADING
 KR1420'SOUTH TO A PASTURE, 13.4 METERS (44 FT) SOUTH OF THE CENTERLINE OF THE
 KR1420'HIGHWAY, 14.0 METERS (46 FT) WEST OF THE CENTER OF THE WIRE GATE, 11.3
 KR1420'METERS (37 FT) EAST OF A POWERLINE POLE, 0.9 METER (3.0 FT) NORTH OF
 KR1420'A RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KR1420'5-INCH LOGO CAP.
 KR1420'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KR1420
 KR1420                          STATION RECOVERY (1991)
 KR1420
 KR1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KR1420'2.7 KM (1.7 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL IN
 KR1420'FALLON, 0.8 KM (0.5 MI) EAST OF THE INTERSECTION OF CEMETERY ROAD,
 KR1420'14.0 M (45.9 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE,
 KR1420'13.4 M (44.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 11.3 M (37.1
 KR1420'FT) EAST OF A UTILITY POLE, 0.9 M (3.0 FT) NORTH OF A FENCE, 0.9 M
 KR1420'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A
 KR1420'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 KR1420'LOGO CAP.
 KR1420
 KR1420                          STATION RECOVERY (2005)
 KR1420
 KR1420'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR1420'OBSERVED GPSR COORDINATES N 39 28 29.28, W 118 44 49.80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0180 ***********************************************************************
 KP0180  DESIGNATION -  L 44
 KP0180  PID         -  KP0180
 KP0180  STATE/COUNTY-  NV/EUREKA
 KP0180  USGS QUAD   -  PINTO SUMMIT (1990)
 KP0180
 KP0180                         *CURRENT SURVEY CONTROL
 KP0180  ___________________________________________________________________
 KP0180* NAD 83(1986)-  39 28 27.     (N)    115 56 41.     (W)     SCALED    
 KP0180* NAVD 88     -      2129.405  (meters)    6986.22   (feet)  ADJUSTED  
 KP0180  ___________________________________________________________________
 KP0180  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 KP0180  DYNAMIC HT  -        2127.145 (meters)    6978.81  (feet)  COMP
 KP0180  MODELED GRAV-     979,488.9   (mgal)                       NAVD 88
 KP0180
 KP0180  VERT ORDER  -  FIRST     CLASS II
 KP0180
 KP0180.The horizontal coordinates were scaled from a topographic map and have
 KP0180.an estimated accuracy of +/- 6 seconds.
 KP0180
 KP0180.The orthometric height was determined by differential leveling
 KP0180.and adjusted by the National Geodetic Survey in June 1991..
 KP0180
 KP0180.The geoid height was determined by GEOID03.
 KP0180
 KP0180.The dynamic height is computed by dividing the NAVD 88
 KP0180.geopotential number by the normal gravity value computed on the
 KP0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0180.degrees latitude (g = 980.6199 gals.).
 KP0180
 KP0180.The modeled gravity was interpolated from observed gravity values.
 KP0180
 KP0180;                    North         East    Units  Estimated Accuracy
 KP0180;SPC NV E     - 8,524,300.      168,910.      MT  (+/- 180 meters Scaled)
 KP0180
 KP0180                          SUPERSEDED SURVEY CONTROL
 KP0180
 KP0180  NGVD 29 (??/??/92) 2128.062  (m)         6981.82   (f) ADJ UNCH    1 2
 KP0180
 KP0180.Superseded values are not recommended for survey control.
 KP0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0180.See file dsdata.txt to determine how the superseded data were derived.
 KP0180
 KP0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND907699(NAD 83)
 KP0180_MARKER: DB = BENCH MARK DISK
 KP0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0180_STAMPING: L 44 1934
 KP0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0180+STABILITY: SURFACE MOTION
 KP0180
 KP0180  HISTORY     - Date     Condition        Report By
 KP0180  HISTORY     - 1934     MONUMENTED       CGS
 KP0180  HISTORY     - 1937     GOOD             NGS
 KP0180  HISTORY     - 19870624 MARK NOT FOUND   USPSQD
 KP0180
 KP0180                          STATION DESCRIPTION
 KP0180
 KP0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 KP0180'3.2 MI SE FROM EUREKA.
 KP0180'3.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KP0180'AT EUREKA, 1.7 MILES NORTHWEST OF THE SUMMIT OF A HILL, 78 FEET NORTH
 KP0180'OF THE SOUTH END OF A CUT, ON A FLAT, 42 FEET EAST OF THE CENTERLINE
 KP0180'OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 KP0180'DISK, STAMPED L 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KP0180
 KP0180                          STATION RECOVERY (1987)
 KP0180
 KP0180'RECOVERY NOTE BY US POWER SQUADRON 1987 (CDL)
 KP0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1443 ***********************************************************************
 KR1443  DESIGNATION -  L 441
 KR1443  PID         -  KR1443
 KR1443  STATE/COUNTY-  NV/CHURCHILL
 KR1443  USGS QUAD   -  DESERT PEAK (1986)
 KR1443
 KR1443                         *CURRENT SURVEY CONTROL
 KR1443  ___________________________________________________________________
 KR1443* NAD 83(1986)-  39 51 15.     (N)    118 55 20.     (W)     SCALED    
 KR1443* NAVD 88     -      1280.640  (meters)    4201.57   (feet)  ADJUSTED  
 KR1443  ___________________________________________________________________
 KR1443  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 KR1443  DYNAMIC HT  -        1279.574 (meters)    4198.07  (feet)  COMP
 KR1443  MODELED GRAV-     979,749.1   (mgal)                       NAVD 88
 KR1443
 KR1443  VERT ORDER  -  FIRST     CLASS II
 KR1443
 KR1443.The horizontal coordinates were scaled from a topographic map and have
 KR1443.an estimated accuracy of +/- 6 seconds.
 KR1443
 KR1443.The orthometric height was determined by differential leveling
 KR1443.and adjusted by the National Geodetic Survey in June 1991..
 KR1443
 KR1443.The geoid height was determined by GEOID03.
 KR1443
 KR1443.The dynamic height is computed by dividing the NAVD 88
 KR1443.geopotential number by the normal gravity value computed on the
 KR1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1443.degrees latitude (g = 980.6199 gals.).
 KR1443
 KR1443.The modeled gravity was interpolated from observed gravity values.
 KR1443
 KR1443;                    North         East    Units  Estimated Accuracy
 KR1443;SPC NV W     - 4,566,480.      771,000.      MT  (+/- 180 meters Scaled)
 KR1443
 KR1443                          SUPERSEDED SURVEY CONTROL
 KR1443
 KR1443.No superseded survey control is available for this station.
 KR1443
 KR1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE355133(NAD 83)
 KR1443_MARKER: I = METAL ROD
 KR1443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1443_SP_SET: STAINLESS STEEL ROD
 KR1443_STAMPING: L 441 1986
 KR1443_MARK LOGO: NGS   
 KR1443_PROJECTION: FLUSH
 KR1443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1443_ROD/PIPE-DEPTH: 3.3  meters
 KR1443
 KR1443  HISTORY     - Date     Condition        Report By
 KR1443  HISTORY     - 1986     MONUMENTED       NGS
 KR1443
 KR1443                          STATION DESCRIPTION
 KR1443
 KR1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1443'41.1 KM (25.55 MI) NE FROM FERNLEY.
 KR1443'3.8 KM (2.4 MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST
 KR1443'OFFICE IN FERNLEY, THENCE 37.3 KM (23.2 MI) NORTHEAST ALONG I-80, 36.6
 KR1443'METERS (120 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES,
 KR1443'29.3 METERS (96.0 FT) NORTHWEST OF MILE POST 72, 22.9 METERS (75.0 FT)
 KR1443'SOUTHEAST OF POWERPOLE NUMBER 2180, 21.3 METERS (70.0 FT) SOUTHEAST OF
 KR1443'A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KR1443'CAP.
 KR1443'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KR1443'THE MARK IS 0.9 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0481 ***********************************************************************
 LS0481  DESIGNATION -  L 442
 LS0481  PID         -  LS0481
 LS0481  STATE/COUNTY-  NV/PERSHING
 LS0481  USGS QUAD   -  OREANA (1987)
 LS0481
 LS0481                         *CURRENT SURVEY CONTROL
 LS0481  ___________________________________________________________________
 LS0481* NAD 83(1986)-  40 18 53.     (N)    118 19 40.     (W)     SCALED    
 LS0481* NAVD 88     -      1280.945  (meters)    4202.57   (feet)  ADJUSTED  
 LS0481  ___________________________________________________________________
 LS0481  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 LS0481  DYNAMIC HT  -        1279.921 (meters)    4199.21  (feet)  COMP
 LS0481  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 LS0481
 LS0481  VERT ORDER  -  FIRST     CLASS II
 LS0481
 LS0481.The horizontal coordinates were scaled from a topographic map and have
 LS0481.an estimated accuracy of +/- 6 seconds.
 LS0481
 LS0481.The orthometric height was determined by differential leveling
 LS0481.and adjusted by the National Geodetic Survey in June 1991..
 LS0481
 LS0481.The geoid height was determined by GEOID03.
 LS0481
 LS0481.The dynamic height is computed by dividing the NAVD 88
 LS0481.geopotential number by the normal gravity value computed on the
 LS0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0481.degrees latitude (g = 980.6199 gals.).
 LS0481
 LS0481.The modeled gravity was interpolated from observed gravity values.
 LS0481
 LS0481;                    North         East    Units  Estimated Accuracy
 LS0481;SPC NV W     - 4,617,590.      821,720.      MT  (+/- 180 meters Scaled)
 LS0481
 LS0481                          SUPERSEDED SURVEY CONTROL
 LS0481
 LS0481.No superseded survey control is available for this station.
 LS0481
 LS0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE871635(NAD 83)
 LS0481_MARKER: I = METAL ROD
 LS0481_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LS0481_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LS0481_STAMPING: L 442 1986
 LS0481_MARK LOGO: NGS   
 LS0481_PROJECTION: FLUSH
 LS0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LS0481+STABILITY: POSITION/ELEVATION WELL
 LS0481_ROD/PIPE-DEPTH: 9.7  meters
 LS0481_SLEEVE-DEPTH  : 6.1 meters
 LS0481
 LS0481  HISTORY     - Date     Condition        Report By
 LS0481  HISTORY     - 1986     MONUMENTED       NGS
 LS0481
 LS0481                          STATION DESCRIPTION
 LS0481
 LS0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LS0481'3.4 KM (2.1 MI) SW FROM OREANA.
 LS0481'0.6 KM (0.4 MI) NORTHEAST ALONG THE LOVELOCK-UNIONVILLE ROAD FROM THE
 LS0481'INTERSTATE HIGHWAY 80 OVERPASS IN OREANA, THENCE 2.8 KM (1.7 MI)
 LS0481'SOUTHWEST ALONG THE OLD US HIGHWAY 40, NEAR A HIGH TENSION POWER LINE
 LS0481'CROSSING, 16.8 METERS (55.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LS0481'HIGHWAY, 25.9 METERS (85.0 FT) NORTHWEST OF THE CENTER OF THE FIRST
 LS0481'STEEL TOWER SOUTHEAST OF THE HIGHWAY, 2.9 METERS (9.5 FT) NORTHWEST OF
 LS0481'THE BASE OF THE NORTHWEST 1 OF 4 GUY WIRES, 1.4 METERS (4.5 FT)
 LS0481'NORTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5
 LS0481'INCH LOGO CAP.
 LS0481'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LS0481'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR1248 ***********************************************************************
 HR1248  DESIGNATION -  L 443
 HR1248  PID         -  HR1248
 HR1248  STATE/COUNTY-  NV/MINERAL
 HR1248  USGS QUAD   -  MT MONTGOMERY (1994)
 HR1248
 HR1248                         *CURRENT SURVEY CONTROL
 HR1248  ___________________________________________________________________
 HR1248* NAD 83(1986)-  37 59 53.     (N)    118 17 07.     (W)     SCALED    
 HR1248* NAVD 88     -      1992.490  (meters)    6537.03   (feet)  ADJUSTED  
 HR1248  ___________________________________________________________________
 HR1248  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 HR1248  DYNAMIC HT  -        1990.141 (meters)    6529.32  (feet)  COMP
 HR1248  MODELED GRAV-     979,379.6   (mgal)                       NAVD 88
 HR1248
 HR1248  VERT ORDER  -  FIRST     CLASS II
 HR1248
 HR1248.The horizontal coordinates were scaled from a topographic map and have
 HR1248.an estimated accuracy of +/- 6 seconds.
 HR1248
 HR1248.The orthometric height was determined by differential leveling
 HR1248.and adjusted by the National Geodetic Survey in June 1991..
 HR1248
 HR1248.The geoid height was determined by GEOID03.
 HR1248
 HR1248.The dynamic height is computed by dividing the NAVD 88
 HR1248.geopotential number by the normal gravity value computed on the
 HR1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1248.degrees latitude (g = 980.6199 gals.).
 HR1248
 HR1248.The modeled gravity was interpolated from observed gravity values.
 HR1248
 HR1248;                    North         East    Units  Estimated Accuracy
 HR1248;SPC NV W     - 4,360,430.      826,180.      MT  (+/- 180 meters Scaled)
 HR1248
 HR1248                          SUPERSEDED SURVEY CONTROL
 HR1248
 HR1248.No superseded survey control is available for this station.
 HR1248
 HR1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC871063(NAD 83)
 HR1248_MARKER: DB = BENCH MARK DISK
 HR1248_SETTING: 80 = SET IN A BOULDER
 HR1248_SP_SET: BOULDER
 HR1248_STAMPING: L 443 1986
 HR1248_MARK LOGO: NGS   
 HR1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR1248+STABILITY: SURFACE MOTION
 HR1248
 HR1248  HISTORY     - Date     Condition        Report By
 HR1248  HISTORY     - 1986     MONUMENTED       NGS
 HR1248
 HR1248                          STATION DESCRIPTION
 HR1248
 HR1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HR1248'4.0 KM (2.5 MI) NE FROM MOUNT MONTGOMERY.
 HR1248'4.0 KM (2.5 MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN
 HR1248'MOUNT MONTGOMERY, 0.09 KM (0.06 MI) SOUTHWEST OF MILEPOST 11, AT THE
 HR1248'NORTHEAST END OF A LONG HIGHWAY FILL, 30.2 METERS (99.0 FT) SOUTHEAST
 HR1248'OF THE CENTERLINE OF THE HIGHWAY, 7.5 METERS (24.5 FT) WEST OF THE
 HR1248'CENTER OF A TRACK ROAD, 5.6 METERS (18.5 FT) SOUTHWEST OF A POWER
 HR1248'POLE, IN TOP AND 0.3 METER (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF
 HR1248'AN 0.5- BY 1.0-METER BOULDER PROJECTING 15 CM.
 HR1248'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 HR1248'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1814 ***********************************************************************
 KR1814  DESIGNATION -  L 446
 KR1814  PID         -  KR1814
 KR1814  STATE/COUNTY-  NV/CHURCHILL
 KR1814  USGS QUAD   -  GRIMES POINT (1985)
 KR1814
 KR1814                         *CURRENT SURVEY CONTROL
 KR1814  ___________________________________________________________________
 KR1814* NAD 83(1986)-  39 24 07.     (N)    118 39 40.     (W)     SCALED    
 KR1814* NAVD 88     -      1196.694  (meters)    3926.15   (feet)  ADJUSTED  
 KR1814  ___________________________________________________________________
 KR1814  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 KR1814  DYNAMIC HT  -        1195.658 (meters)    3922.75  (feet)  COMP
 KR1814  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 KR1814
 KR1814  VERT ORDER  -  FIRST     CLASS II
 KR1814
 KR1814.The horizontal coordinates were scaled from a topographic map and have
 KR1814.an estimated accuracy of +/- 6 seconds.
 KR1814
 KR1814.The orthometric height was determined by differential leveling
 KR1814.and adjusted by the National Geodetic Survey in October 1991..
 KR1814
 KR1814.The geoid height was determined by GEOID03.
 KR1814
 KR1814.The dynamic height is computed by dividing the NAVD 88
 KR1814.geopotential number by the normal gravity value computed on the
 KR1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1814.degrees latitude (g = 980.6199 gals.).
 KR1814
 KR1814.The modeled gravity was interpolated from observed gravity values.
 KR1814
 KR1814;                    North         East    Units  Estimated Accuracy
 KR1814;SPC NV W     - 4,516,220.      793,300.      MT  (+/- 180 meters Scaled)
 KR1814
 KR1814                          SUPERSEDED SURVEY CONTROL
 KR1814
 KR1814.No superseded survey control is available for this station.
 KR1814
 KR1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD569626(NAD 83)
 KR1814_MARKER: DB = BENCH MARK DISK
 KR1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1814_SP_SET: CONCRETE POST
 KR1814_STAMPING: L 446 1991
 KR1814_MARK LOGO: USN   
 KR1814_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1814+STABILITY: SURFACE MOTION
 KR1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1814+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2006
 KR1814
 KR1814  HISTORY     - Date     Condition        Report By
 KR1814  HISTORY     - 1991     MONUMENTED       NGS
 KR1814  HISTORY     - 20060707 GOOD             GEOCAC
 KR1814
 KR1814                          STATION DESCRIPTION
 KR1814
 KR1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1814'16.5 KM (10.3 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR1814'IN FALLON, THENCE 0.9 KM (0.6 MI) WESTERLY ALONG A GRAVELED AND PAVED
 KR1814'ROAD, 31.6 M (103.7 FT) NORTH-NORTHWEST OF THE CENTER OF A GRAVELED
 KR1814'ROAD, 22.4 M (73.5 FT) SOUTHEAST OF A SIGN (DANGER ROAD CLOSED DO NOT
 KR1814'ENTER), 19.0 M (62.3 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD,
 KR1814'0.6 M (2.0 FT) WEST-NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS
 KR1814'FLUSH WITH THE GROUND SURFACE.
 KR1814
 KR1814                          STATION RECOVERY (2006)
 KR1814
 KR1814'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR1814'OBSERVED GPSR COORDINATES N 39 24 06.78, W 118 39 39.36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0231 ***********************************************************************
 KQ0231  DESIGNATION -  L 45
 KQ0231  PID         -  KQ0231
 KQ0231  STATE/COUNTY-  NV/LANDER
 KQ0231  USGS QUAD   -  WEST OF AUSTIN (1988)
 KQ0231
 KQ0231                         *CURRENT SURVEY CONTROL
 KQ0231  ___________________________________________________________________
 KQ0231* NAD 83(1986)-  39 25 51.     (N)    117 14 42.     (W)     SCALED    
 KQ0231* NAVD 88     -      1754.542  (meters)    5756.36   (feet)  ADJUSTED  
 KQ0231  ___________________________________________________________________
 KQ0231  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 KQ0231  DYNAMIC HT  -        1752.768 (meters)    5750.54  (feet)  COMP
 KQ0231  MODELED GRAV-     979,553.9   (mgal)                       NAVD 88
 KQ0231
 KQ0231  VERT ORDER  -  FIRST     CLASS II
 KQ0231
 KQ0231.The horizontal coordinates were scaled from a topographic map and have
 KQ0231.an estimated accuracy of +/- 6 seconds.
 KQ0231
 KQ0231.The orthometric height was determined by differential leveling
 KQ0231.and adjusted by the National Geodetic Survey in June 1991..
 KQ0231
 KQ0231.The geoid height was determined by GEOID03.
 KQ0231
 KQ0231.The dynamic height is computed by dividing the NAVD 88
 KQ0231.geopotential number by the normal gravity value computed on the
 KQ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0231.degrees latitude (g = 980.6199 gals.).
 KQ0231
 KQ0231.The modeled gravity was interpolated from observed gravity values.
 KQ0231
 KQ0231;                    North         East    Units  Estimated Accuracy
 KQ0231;SPC NV C     - 6,519,580.      450,210.      MT  (+/- 180 meters Scaled)
 KQ0231
 KQ0231                          SUPERSEDED SURVEY CONTROL
 KQ0231
 KQ0231  NGVD 29 (??/??/92) 1753.247  (m)         5752.11   (f) ADJ UNCH    1 2
 KQ0231
 KQ0231.Superseded values are not recommended for survey control.
 KQ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0231.See file dsdata.txt to determine how the superseded data were derived.
 KQ0231
 KQ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD789646(NAD 83)
 KQ0231_MARKER: DB = BENCH MARK DISK
 KQ0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0231_STAMPING: L 45 1934
 KQ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0231+STABILITY: SURFACE MOTION
 KQ0231
 KQ0231  HISTORY     - Date     Condition        Report By
 KQ0231  HISTORY     - 1934     MONUMENTED       CGS
 KQ0231  HISTORY     - 1955     MARK NOT FOUND   NGS
 KQ0231
 KQ0231                          STATION DESCRIPTION
 KQ0231
 KQ0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0231'11.0 MI SW FROM AUSTIN.
 KQ0231'11.0 MILES SOUTHWEST OF LANDER COUNTY COURTHOUSE AT AUSTIN.  117 FT.
 KQ0231'NORTHEAST OF FENCE CORNER .63 FT. NORTH OF CENTER LINE OF U.S. HIGHWAY
 KQ0231'50.  STANDARD DISK IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0333 ***********************************************************************
 KQ0333  DESIGNATION -  L 46
 KQ0333  PID         -  KQ0333
 KQ0333  STATE/COUNTY-  NV/CHURCHILL
 KQ0333  USGS QUAD   -  EASTGATE (1969)
 KQ0333
 KQ0333                         *CURRENT SURVEY CONTROL
 KQ0333  ___________________________________________________________________
 KQ0333* NAD 83(1986)-  39 18 19.     (N)    117 52 46.     (W)     SCALED    
 KQ0333* NAVD 88     -      1558.486  (meters)    5113.13   (feet)  ADJUSTED  
 KQ0333  ___________________________________________________________________
 KQ0333  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 KQ0333  DYNAMIC HT  -        1556.966 (meters)    5108.15  (feet)  COMP
 KQ0333  MODELED GRAV-     979,597.2   (mgal)                       NAVD 88
 KQ0333
 KQ0333  VERT ORDER  -  FIRST     CLASS II
 KQ0333
 KQ0333.The horizontal coordinates were scaled from a topographic map and have
 KQ0333.an estimated accuracy of +/- 6 seconds.
 KQ0333
 KQ0333.The orthometric height was determined by differential leveling
 KQ0333.and adjusted by the National Geodetic Survey in June 1991..
 KQ0333
 KQ0333.The geoid height was determined by GEOID03.
 KQ0333
 KQ0333.The dynamic height is computed by dividing the NAVD 88
 KQ0333.geopotential number by the normal gravity value computed on the
 KQ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0333.degrees latitude (g = 980.6199 gals.).
 KQ0333
 KQ0333.The modeled gravity was interpolated from observed gravity values.
 KQ0333
 KQ0333;                    North         East    Units  Estimated Accuracy
 KQ0333;SPC NV W     - 4,505,720.      860,710.      MT  (+/- 180 meters Scaled)
 KQ0333
 KQ0333                          SUPERSEDED SURVEY CONTROL
 KQ0333
 KQ0333  NGVD 29 (??/??/92) 1557.438  (m)         5109.69   (f) ADJ UNCH    1 2
 KQ0333
 KQ0333.Superseded values are not recommended for survey control.
 KQ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0333.See file dsdata.txt to determine how the superseded data were derived.
 KQ0333
 KQ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD241510(NAD 83)
 KQ0333_MARKER: DB = BENCH MARK DISK
 KQ0333_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0333_SP_SET: SET IN ROCK OUTCROP
 KQ0333_STAMPING: L 46 1934
 KQ0333_MARK LOGO: CGS   
 KQ0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0333+STABILITY: POSITION/ELEVATION WELL
 KQ0333
 KQ0333  HISTORY     - Date     Condition        Report By
 KQ0333  HISTORY     - 1934     MONUMENTED       CGS
 KQ0333  HISTORY     - 1967     GOOD             NGS
 KQ0333  HISTORY     - 1984     GOOD             NGS
 KQ0333
 KQ0333                          STATION DESCRIPTION
 KQ0333
 KQ0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KQ0333'IN EASTGATE.
 KQ0333'AT EASTGATE, ALONG U.S. HIGHWAY 50, IN SECTION 25, T 17 N, R 36 E, 250
 KQ0333'1/2 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A
 KQ0333'SERVICE STATION, 103 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 KQ0333'SET IN THE TOP OF THE NORTH END OF A ROCK OUTCROP WHICH PROJECTS 6
 KQ0333'INCHES, 94 1/2 FEET SOUTH OF THE NORTHEAST END OF THE SOUTHEAST
 KQ0333'CONCRETE GUARD RAIL OF HIGHWAY BRIDGE NUMBER B 105, 42 FEET EAST OF
 KQ0333'THE MOST EASTERLY OF 4 LARGE COTTONWOOD TREES, 11 FEET SOUTH OF THE
 KQ0333'CENTER LINE OF A SMALL IRRIGATION DITCH, AND ABOUT LEVEL WITH THE
 KQ0333'HIGHWAY.
 KQ0333
 KQ0333                          STATION RECOVERY (1984)
 KQ0333
 KQ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0333'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0333'722.  ADD 2.3 METERS (7.5 FT) SOUTH OF THE NORTH END OF THE OUTCROP
 KQ0333'AND 0.6 METER (2 FT) EAST OF THE WEST EDGE OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0233 ***********************************************************************
 KR0233  DESIGNATION -  L 47 RESET
 KR0233  PID         -  KR0233
 KR0233  STATE/COUNTY-  NV/CHURCHILL
 KR0233  USGS QUAD   -  GRIMES POINT (1985)
 KR0233
 KR0233                         *CURRENT SURVEY CONTROL
 KR0233  ___________________________________________________________________
 KR0233* NAD 83(1986)-  39 24 07.     (N)    118 42 23.     (W)     SCALED    
 KR0233* NAVD 88     -      1197.970  (meters)    3930.34   (feet)  ADJUSTED  
 KR0233  ___________________________________________________________________
 KR0233  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 KR0233  DYNAMIC HT  -        1196.924 (meters)    3926.91  (feet)  COMP
 KR0233  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 KR0233
 KR0233  VERT ORDER  -  FIRST     CLASS II
 KR0233
 KR0233.The horizontal coordinates were scaled from a topographic map and have
 KR0233.an estimated accuracy of +/- 6 seconds.
 KR0233
 KR0233.The orthometric height was determined by differential leveling
 KR0233.and adjusted by the National Geodetic Survey in October 1991..
 KR0233
 KR0233.The geoid height was determined by GEOID03.
 KR0233
 KR0233.The dynamic height is computed by dividing the NAVD 88
 KR0233.geopotential number by the normal gravity value computed on the
 KR0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0233.degrees latitude (g = 980.6199 gals.).
 KR0233
 KR0233.The modeled gravity was interpolated from observed gravity values.
 KR0233
 KR0233;                    North         East    Units  Estimated Accuracy
 KR0233;SPC NV W     - 4,516,230.      789,400.      MT  (+/- 180 meters Scaled)
 KR0233
 KR0233                          SUPERSEDED SURVEY CONTROL
 KR0233
 KR0233  NAVD 88 (06/15/91) 1197.982  (m)         3930.38   (f) UNKNOWN     1 2
 KR0233  NGVD 29 (??/??/92) 1197.016  (m)         3927.21   (f) ADJ UNCH    1 2
 KR0233
 KR0233.Superseded values are not recommended for survey control.
 KR0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0233.See file dsdata.txt to determine how the superseded data were derived.
 KR0233
 KR0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD530627(NAD 83)
 KR0233_MARKER: DB = BENCH MARK DISK
 KR0233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KR0233_SP_SET: HEADWALL
 KR0233_STAMPING: L 47 RESET 1955
 KR0233_MARK LOGO: CGS   
 KR0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0233+STABILITY: SURFACE MOTION
 KR0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KR0233+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1991
 KR0233
 KR0233  HISTORY     - Date     Condition        Report By
 KR0233  HISTORY     - 1955     MONUMENTED       CGS
 KR0233  HISTORY     - 1967     GOOD             NGS
 KR0233  HISTORY     - 19910807 GOOD             NGS
 KR0233
 KR0233                          STATION DESCRIPTION
 KR0233
 KR0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0233'8.75 MI SE FROM FALLON.
 KR0233'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0233'FROM THE CITY HALL AT FALLON, THENCE 0.25 MILE SOUTH ALONG SHERMAN
 KR0233'STREET, THENCE 0.2 MILE EAST ALONG STILLWATER AVENUE, THENCE 4.8 MILES
 KR0233'SOUTH AND 3.0 MILES EAST ALONG A PAVED ROAD WHICH WAS FORMERLY U.S.
 KR0233'HIGHWAY 50 ALTERNATE, IN SECTION 26, T 18 N, R 29 E, AT THE SOUTH GATE
 KR0233'OF THE FALLON NAVAL AIR STATION, 26 1/2 FEET SOUTH OF THE CENTER LINE
 KR0233'OF THE PAVED ROAD, 78 FEET WEST OF THE EXTENDED CENTER LINE OF THE
 KR0233'ROAD LEADING NORTH TO THE AIR STATION, 45 FEET EAST OF THE CENTER LINE
 KR0233'OF A PAVED ROAD LEADING SOUTH, SET IN THE TOP OF THE EAST END OF THE
 KR0233'SOUTH HEAD WALL OF A LARGE CONCRETE CULVERT UNDER THE EAST-WEST PAVED
 KR0233'ROAD, 24 1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF A GUARD HOUSE, AND
 KR0233'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 KR0233
 KR0233                          STATION RECOVERY (1991)
 KR0233
 KR0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KR0233'12.2 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR0233'IN FALLON, THENCE 5.1 KM (3.2 MI) WESTERLY ALONG WILDES ROAD, THENCE
 KR0233'5.1 KM (3.2 MI) SOUTHERLY ALONG PASTURE ROAD, THENCE 1.6 KM (1.0 MI)
 KR0233'EASTERLY ALONG BERNEY ROAD, IN TOP OF AND 1.2 M (3.9 FT) WEST OF THE
 KR0233'EAST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD,
 KR0233'13.5 M (44.3 FT) EAST OF THE CENTER OF BEACH ROAD, 7.7 M (25.3 FT)
 KR0233'SOUTH OF THE CENTERLINE OF THE ROAD, AND 0.3 M (1.0 FT) BELOW THE
 KR0233'LEVEL OF BERNEY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0172 ***********************************************************************
 MV0172  DESIGNATION -  L 48
 MV0172  PID         -  MV0172
 MV0172  STATE/COUNTY-  NV/WASHOE
 MV0172  USGS QUAD   -  VYA (1980)
 MV0172
 MV0172                         *CURRENT SURVEY CONTROL
 MV0172  ___________________________________________________________________
 MV0172* NAD 83(1986)-  41 35 02.     (N)    119 47 05.     (W)     SCALED    
 MV0172* NAVD 88     -      1697.343  (meters)    5568.70   (feet)  ADJUSTED  
 MV0172  ___________________________________________________________________
 MV0172  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 MV0172  DYNAMIC HT  -        1696.040 (meters)    5564.42  (feet)  COMP
 MV0172  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 MV0172
 MV0172  VERT ORDER  -  FIRST     CLASS II
 MV0172
 MV0172.The horizontal coordinates were scaled from a topographic map and have
 MV0172.an estimated accuracy of +/- 6 seconds.
 MV0172
 MV0172.The orthometric height was determined by differential leveling
 MV0172.and adjusted by the National Geodetic Survey in June 1991..
 MV0172
 MV0172.The geoid height was determined by GEOID03.
 MV0172
 MV0172.The dynamic height is computed by dividing the NAVD 88
 MV0172.geopotential number by the normal gravity value computed on the
 MV0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0172.degrees latitude (g = 980.6199 gals.).
 MV0172
 MV0172.The modeled gravity was interpolated from observed gravity values.
 MV0172
 MV0172;                    North         East    Units  Estimated Accuracy
 MV0172;SPC NV W     - 4,759,180.      699,830.      MT  (+/- 180 meters Scaled)
 MV0172
 MV0172                          SUPERSEDED SURVEY CONTROL
 MV0172
 MV0172  NGVD 29 (??/??/92) 1696.126  (m)         5564.71   (f) ADJ UNCH    1 2
 MV0172
 MV0172.Superseded values are not recommended for survey control.
 MV0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0172.See file dsdata.txt to determine how the superseded data were derived.
 MV0172
 MV0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG678073(NAD 83)
 MV0172_MARKER: DB = BENCH MARK DISK
 MV0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0172_STAMPING: L 48 1934
 MV0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0172+STABILITY: SURFACE MOTION
 MV0172
 MV0172  HISTORY     - Date     Condition        Report By
 MV0172  HISTORY     - 1934     MONUMENTED       CGS
 MV0172  HISTORY     - 1941     GOOD             NGS
 MV0172
 MV0172                          STATION DESCRIPTION
 MV0172
 MV0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0172'3.3 MI E FROM VYA.
 MV0172'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY 8 A FROM THE VYA HIGHWAY
 MV0172'JUNCTION ABOUT 1 MILE SOUTHEAST OF VYA, WASHOE COUNTY, AT THE TOP OF A
 MV0172'RIDGE, ON THE EAST SIDE, AND 48 FEET NORTH OF THE CENTER LINE OF THE
 MV0172'HIGHWAY.  A STANDARD DISK, STAMPED L 48 1934 AND SET IN THE TOP OF A
 MV0172'CONCRETE POST.
 MV0172
 MV0172                          STATION RECOVERY (1941)
 MV0172
 MV0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MV0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0193 ***********************************************************************
 MV0193  DESIGNATION -  L 49
 MV0193  PID         -  MV0193
 MV0193  STATE/COUNTY-  NV/WASHOE
 MV0193  USGS QUAD   -  MOSQUITO VALLEY (1966)
 MV0193
 MV0193                         *CURRENT SURVEY CONTROL
 MV0193  ___________________________________________________________________
 MV0193* NAD 83(1986)-  41 45 07.     (N)    119 52 06.     (W)     SCALED    
 MV0193* NAVD 88     -      1691.669  (meters)    5550.08   (feet)  POSTED    
 MV0193  ___________________________________________________________________
 MV0193  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 MV0193  DYNAMIC HT  -        1690.400 (meters)    5545.92  (feet)  COMP
 MV0193  MODELED GRAV-     979,809.9   (mgal)                       NAVD 88
 MV0193
 MV0193  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 MV0193
 MV0193.The horizontal coordinates were scaled from a topographic map and have
 MV0193.an estimated accuracy of +/- 6 seconds.
 MV0193
 MV0193.The orthometric height was determined by differential leveling
 MV0193.and adjusted by the National Geodetic Survey in 1992..
 MV0193.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 MV0193.rate of 4.1 thru 8.0 mm/km.
 MV0193
 MV0193.The geoid height was determined by GEOID03.
 MV0193
 MV0193.The dynamic height is computed by dividing the NAVD 88
 MV0193.geopotential number by the normal gravity value computed on the
 MV0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0193.degrees latitude (g = 980.6199 gals.).
 MV0193
 MV0193.The modeled gravity was interpolated from observed gravity values.
 MV0193
 MV0193;                    North         East    Units  Estimated Accuracy
 MV0193;SPC NV W     - 4,777,950.      693,130.      MT  (+/- 180 meters Scaled)
 MV0193
 MV0193                          SUPERSEDED SURVEY CONTROL
 MV0193
 MV0193  NGVD 29 (??/??/92) 1690.332  (m)         5545.70   (f) ADJ UNCH    2 0
 MV0193
 MV0193.Superseded values are not recommended for survey control.
 MV0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0193.See file dsdata.txt to determine how the superseded data were derived.
 MV0193
 MV0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG615262(NAD 83)
 MV0193_MARKER: DB = BENCH MARK DISK
 MV0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0193_STAMPING: L 49 1934
 MV0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0193+STABILITY: SURFACE MOTION
 MV0193
 MV0193  HISTORY     - Date     Condition        Report By
 MV0193  HISTORY     - 1934     MONUMENTED       CGS
 MV0193
 MV0193                          STATION DESCRIPTION
 MV0193
 MV0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0193'IN SEVIER RANCH.
 MV0193'AT SEVIER RANCH, WASHOE COUNTY, ON THE ROAD LEADING TO POWELL RANCH,
 MV0193'CALIFORNIA ABOUT 0.4 MILE EAST OF THE RANCH HOUSE, 30 FEET WEST OF THE
 MV0193'CENTER LINE OF THE ROAD, 18 FEET NORTH OF THE CENTER LINE OF A LANE
 MV0193'LEADING TO THE HOUSE, AND INSIDE OF THE FENCE.  A STANDARD DISK,
 MV0193'STAMPED L 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0860 ***********************************************************************
 KR0860  DESIGNATION -  L 5 A
 KR0860  PID         -  KR0860
 KR0860  STATE/COUNTY-  NV/LYON
 KR0860  USGS QUAD   -  MASON BUTTE (1993)
 KR0860
 KR0860                         *CURRENT SURVEY CONTROL
 KR0860  ___________________________________________________________________
 KR0860* NAD 83(1986)-  39 04 13.     (N)    119 11 07.     (W)     SCALED    
 KR0860* NAVD 88     -      1324.65   (+/-2cm)    4346.0    (feet)  VERTCON   
 KR0860  ___________________________________________________________________
 KR0860  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 KR0860
 KR0860  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0860
 KR0860.The horizontal coordinates were scaled from a topographic map and have
 KR0860.an estimated accuracy of +/- 6 seconds.
 KR0860
 KR0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0860.The vertical order pertains to the NGVD 29 superseded value.
 KR0860
 KR0860.The geoid height was determined by GEOID03.
 KR0860
 KR0860;                    North         East    Units  Estimated Accuracy
 KR0860;SPC NV W     - 4,479,570.      747,910.      MT  (+/- 180 meters Scaled)
 KR0860
 KR0860                          SUPERSEDED SURVEY CONTROL
 KR0860
 KR0860  NGVD 29 (??/??/92) 1323.640  (m)         4342.64   (f) ADJ UNCH    2 0
 KR0860
 KR0860.Superseded values are not recommended for survey control.
 KR0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0860.See file dsdata.txt to determine how the superseded data were derived.
 KR0860
 KR0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD109268(NAD 83)
 KR0860_MARKER: DD = SURVEY DISK
 KR0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0860_STAMPING: 1- 5- 2.
 KR0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0860+STABILITY: SURFACE MOTION
 KR0860
 KR0860  HISTORY     - Date     Condition        Report By
 KR0860  HISTORY     - UNK      MONUMENTED       CGS
 KR0860  HISTORY     - 1951     GOOD             NGS
 KR0860
 KR0860                          STATION DESCRIPTION
 KR0860
 KR0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0860'5.1 MI S FROM WABUSKA.
 KR0860'4.9 MILES SOUTH ALONG U. S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 KR0860'COMPANY RAILROAD STATION AT WABUSKA, THENCE 0.2 MILES WEST ALONG A
 KR0860'DIRT ROAD LEADING WEST TO THE CAMPBELL RANCH, ABOUT 100 YARDS
 KR0860'NORTHWEST OF A GROUP OF FARM BUILDINGS AND A CORRAL, 28 FEET NORTH OF
 KR0860'THE CENTER LINE OF THE ROAD, 9 FEET SOUTH OF THE SOUTH BANK OF AN
 KR0860'IRRIGATION CANAL, 5 FEET SOUTH OF A WIRE FENCE, 1.5 FEET WEST OF A
 KR0860'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 KR0860'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0427 ***********************************************************************
 LQ0427  DESIGNATION -  L 5 RESET
 LQ0427  PID         -  LQ0427
 LQ0427  STATE/COUNTY-  NV/ELKO
 LQ0427  USGS QUAD   -  HUNTER (1982)
 LQ0427
 LQ0427                         *CURRENT SURVEY CONTROL
 LQ0427  ___________________________________________________________________
 LQ0427* NAD 83(1986)-  40 45 55.     (N)    115 55 14.     (W)     SCALED    
 LQ0427* NAVD 88     -      1526.71   (meters)    5008.9    (feet)  RESET     
 LQ0427  ___________________________________________________________________
 LQ0427  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 LQ0427
 LQ0427  VERT ORDER  -  THIRD
 LQ0427
 LQ0427.The horizontal coordinates were scaled from a topographic map and have
 LQ0427.an estimated accuracy of +/- 6 seconds.
 LQ0427
 LQ0427.The orthometric height was computed from unverified reset data.
 LQ0427
 LQ0427.The geoid height was determined by GEOID03.
 LQ0427
 LQ0427;                    North         East    Units  Estimated Accuracy
 LQ0427;SPC NV E     - 8,667,640.      171,530.      MT  (+/- 180 meters Scaled)
 LQ0427
 LQ0427                          SUPERSEDED SURVEY CONTROL
 LQ0427
 LQ0427.No superseded survey control is available for this station.
 LQ0427
 LQ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF911132(NAD 83)
 LQ0427_MARKER: DB = BENCH MARK DISK
 LQ0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LQ0427_SP_SET: CONCRETE BASE
 LQ0427_STAMPING: L 5 RESET 1970
 LQ0427_MARK LOGO: NGS   
 LQ0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0427
 LQ0427  HISTORY     - Date     Condition        Report By
 LQ0427  HISTORY     - 1970     MONUMENTED       NGS
 LQ0427  HISTORY     - 1984     GOOD             NGS
 LQ0427
 LQ0427                          STATION DESCRIPTION
 LQ0427
 LQ0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LQ0427'9.5 MI SW FROM ELKO.
 LQ0427'9.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LQ0427'THE STATION AT ELKO, 0.5 MILE NORTHEAST OF MILE POST 546, SET IN A
 LQ0427'DRILL HOLE IN THE CONCRETE BASE SUPPORTING A RAILROAD SIGNAL, ABOUT
 LQ0427'150 FEET NORTH OF THE CORRAL AND FEED PEN AT THE HUNTER BANKS RANCH,
 LQ0427'36 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 4 OVER 25, 10 FEET
 LQ0427'NORTHWEST OF THE NORTHWEST RAIL.
 LQ0427
 LQ0427                          STATION RECOVERY (1984)
 LQ0427
 LQ0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0427'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 LQ0427'NEW DESCRIPTION FOLLOWS.  6.15 KM (3.85 MI) SOUTHWEST ALONG OLD US
 LQ0427'HIGHWAY 40 (IDAHO STREET) FROM THE COURTHOUSE AT ELKO, THENCE 9.65 KM
 LQ0427'(6.05 MI) SOUTHWEST ALONG INTERSTATE 80, THENCE 0.1 KM (0.05 MI)
 LQ0427'SOUTHEAST ACROSS THE FRONTAGE ROAD, IN TOP OF THE NORTHEAST EDGE OF A
 LQ0427'CONCRETE FOUNDATION FOR A SMALL SIGNAL FOR THE SOUTHERN PACIFIC
 LQ0427'RAILROAD, 3.0 METERS (10 FT) NORTHWEST OF THE NORTHWEST RAIL.
 LQ0427'NOTE--MARK IS INACCESSIBLE DUE TO A SIGNAL LIGHT.
 LQ0427'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0078 ***********************************************************************
 GR0078  DESIGNATION -  L 51
 GR0078  PID         -  GR0078
 GR0078  STATE/COUNTY-  NV/CLARK
 GR0078  USGS QUAD   -  RIVERSIDE (1983)
 GR0078
 GR0078                         *CURRENT SURVEY CONTROL
 GR0078  ___________________________________________________________________
 GR0078* NAD 83(1986)-  36 44 58.     (N)    114 10 02.     (W)     SCALED    
 GR0078* NAVD 88     -       486.495  (meters)    1596.11   (feet)  ADJUSTED  
 GR0078  ___________________________________________________________________
 GR0078  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 GR0078  DYNAMIC HT  -         486.023 (meters)    1594.56  (feet)  COMP
 GR0078  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 GR0078
 GR0078  VERT ORDER  -  FIRST     CLASS I
 GR0078
 GR0078.The horizontal coordinates were scaled from a topographic map and have
 GR0078.an estimated accuracy of +/- 6 seconds.
 GR0078
 GR0078.The orthometric height was determined by differential leveling
 GR0078.and adjusted by the National Geodetic Survey in June 1991..
 GR0078
 GR0078.The geoid height was determined by GEOID03.
 GR0078
 GR0078.The dynamic height is computed by dividing the NAVD 88
 GR0078.geopotential number by the normal gravity value computed on the
 GR0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0078.degrees latitude (g = 980.6199 gals.).
 GR0078
 GR0078.The modeled gravity was interpolated from observed gravity values.
 GR0078
 GR0078;                    North         East    Units  Estimated Accuracy
 GR0078;SPC NV E     - 8,222,760.      326,450.      MT  (+/- 180 meters Scaled)
 GR0078
 GR0078                          SUPERSEDED SURVEY CONTROL
 GR0078
 GR0078  NGVD 29 (??/??/92)  485.808  (m)         1593.86   (f) ADJ UNCH    1 1
 GR0078
 GR0078.Superseded values are not recommended for survey control.
 GR0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0078.See file dsdata.txt to determine how the superseded data were derived.
 GR0078
 GR0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA529708(NAD 83)
 GR0078_MARKER: DB = BENCH MARK DISK
 GR0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0078_STAMPING: L 51 1934
 GR0078_MARK LOGO: CGS   
 GR0078_PROJECTION: PROJECTING 30 CENTIMETERS
 GR0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0078+STABILITY: SURFACE MOTION
 GR0078
 GR0078  HISTORY     - Date     Condition        Report By
 GR0078  HISTORY     - 1934     MONUMENTED       CGS
 GR0078  HISTORY     - 1946     GOOD             NGS
 GR0078  HISTORY     - 1982     GOOD             NGS
 GR0078  HISTORY     - 1982     GOOD             NGS
 GR0078  HISTORY     - 19951007 GOOD             USPSQD
 GR0078
 GR0078                          STATION DESCRIPTION
 GR0078
 GR0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GR0078'2.6 MI W FROM BUNKERVILLE.
 GR0078'2.6 MILES WEST ALONG U. S. HIGHWAY 91 FROM BUNKERVILLE, CLARK COUNTY,
 GR0078'ON THE TOP OF A SMALL RIDGE BETWEEN A DEEP WASH AND A SMALL WASH, 70
 GR0078'FEET WEST OF A PIPE CULVERT, 48 FEET NORTH OF THE CENTERLINE OF THE
 GR0078'HIGHWAY, 3 FEET SOUTH OF A 5-INCH TRIANGULAR CONCRETE POST PROJECTING
 GR0078'2 FEET ABOVE THE GROUND, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A
 GR0078'STANDARD DISK, STAMPED L 51 1934 AND SET IN THE TOP OF A CONCRETE POST
 GR0078'PROJECTING 0.8 FOOT ABOVE GROUND.
 GR0078
 GR0078                          STATION RECOVERY (1946)
 GR0078
 GR0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 GR0078'RECOVERED IN GOOD CONDITION.
 GR0078
 GR0078                          STATION RECOVERY (1982)
 GR0078
 GR0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0078'RECOVERED IN GOOD CONDITION. THE 1934 DESCRIPTION IS ADEQUATE EXCEPT
 GR0078'HIGHWAY 91 IS NOW STATE HIGHWAY 170 AND MILEAGE IS FROM MAIN STREET IN
 GR0078'BUNKERVILLE.
 GR0078'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 GR0078'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 GR0078
 GR0078                          STATION RECOVERY (1982)
 GR0078
 GR0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0078'RECOVERED IN GOOD CONDITION.
 GR0078
 GR0078                          STATION RECOVERY (1995)
 GR0078
 GR0078'RECOVERY NOTE BY US POWER SQUADRON 1995
 GR0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0535 ***********************************************************************
 MT0535  DESIGNATION -  L 52
 MT0535  PID         -  MT0535
 MT0535  STATE/COUNTY-  NV/ELKO
 MT0535  USGS QUAD   -  DINNER STATION (1971)
 MT0535
 MT0535                         *CURRENT SURVEY CONTROL
 MT0535  ___________________________________________________________________
 MT0535* NAD 83(1986)-  41 02 50.     (N)    115 51 20.     (W)     SCALED    
 MT0535* NAVD 88     -      1843.733  (meters)    6048.98   (feet)  ADJUSTED  
 MT0535  ___________________________________________________________________
 MT0535  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 MT0535  DYNAMIC HT  -        1842.160 (meters)    6043.82  (feet)  COMP
 MT0535  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 MT0535
 MT0535  VERT ORDER  -  FIRST     CLASS II
 MT0535
 MT0535.The horizontal coordinates were scaled from a topographic map and have
 MT0535.an estimated accuracy of +/- 6 seconds.
 MT0535
 MT0535.The orthometric height was determined by differential leveling
 MT0535.and adjusted by the National Geodetic Survey in June 1991..
 MT0535
 MT0535.The geoid height was determined by GEOID03.
 MT0535
 MT0535.The dynamic height is computed by dividing the NAVD 88
 MT0535.geopotential number by the normal gravity value computed on the
 MT0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0535.degrees latitude (g = 980.6199 gals.).
 MT0535
 MT0535.The modeled gravity was interpolated from observed gravity values.
 MT0535
 MT0535;                    North         East    Units  Estimated Accuracy
 MT0535;SPC NV E     - 8,698,930.      177,120.      MT  (+/- 180 meters Scaled)
 MT0535
 MT0535                          SUPERSEDED SURVEY CONTROL
 MT0535
 MT0535  NGVD 29 (??/??/92) 1842.544  (m)         6045.08   (f) ADJ UNCH    1 2
 MT0535
 MT0535.Superseded values are not recommended for survey control.
 MT0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0535.See file dsdata.txt to determine how the superseded data were derived.
 MT0535
 MT0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF961446(NAD 83)
 MT0535_MARKER: DB = BENCH MARK DISK
 MT0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0535_SP_SET: CONCRETE POST
 MT0535_STAMPING: L 52 1934
 MT0535_MARK LOGO: CGS   
 MT0535_MAGNETIC: N = NO MAGNETIC MATERIAL
 MT0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0535+STABILITY: SURFACE MOTION
 MT0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MT0535+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 MT0535
 MT0535  HISTORY     - Date     Condition        Report By
 MT0535  HISTORY     - 1934     MONUMENTED       CGS
 MT0535  HISTORY     - 1971     GOOD             USGS
 MT0535  HISTORY     - 19840601 GOOD             NGS
 MT0535  HISTORY     - 20011019 GOOD             NVGS
 MT0535
 MT0535                          STATION DESCRIPTION
 MT0535
 MT0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0535'17.6 MI NW FROM ELKO.
 MT0535'17.6 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE COUNTY COURTHOUSE
 MT0535'AT ELKO, ELKO COUNTY, 3.8 MILES SOUTHEAST OF PARKS RANCH, 0.6 MILE
 MT0535'NORTHWEST OF THE DIVERGENCE OF A ROW OF POLES, 0.2 MILE NORTH OF THE
 MT0535'SOUTH END OF A STRAIGHT STRETCH OF LEVEL HIGHWAY, 0.3 MILE WEST OF A
 MT0535'CREEK BED, 300 FEET FROM THE SOUTH END OF A CRESCENT-SHAPED HILL, 22
 MT0535'FEET WEST OF THE HIGHWAY, AND 33 FEET WEST OF THE CENTERLINE OF THE
 MT0535'HIGHWAY.  A STANDARD DISK, STAMPED L 52 1934 AND SET IN THE TOP OF A
 MT0535'CONCRETE POST.
 MT0535
 MT0535                          STATION RECOVERY (1971)
 MT0535
 MT0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MT0535'RECOVERED IN GOOD CONDITION.
 MT0535
 MT0535                          STATION RECOVERY (1984)
 MT0535
 MT0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MT0535'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 31.5 KM (19.6
 MT0535'MI) NORTH ALONG STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80
 MT0535'AT ELKO, THENCE 1.1 KM (0.7 MI) SOUTHEAST ALONG A GRAVEL ROAD TO A Y
 MT0535'JUNCTION, 10.0 M (33 FT) WEST OF THE CENTER OF THE ROAD.  A DISK SET
 MT0535'INTO THE TOP OF A CONCRETE POST PROJECTING 20 CM.  0.3 M ABOVE THE
 MT0535'ROAD.  0.3 M EAST FROM A WITNESS POST.
 MT0535
 MT0535                          STATION RECOVERY (2001)
 MT0535
 MT0535'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 MT0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0003 ***********************************************************************
 MU0003  DESIGNATION -  L 53
 MU0003  PID         -  MU0003
 MU0003  STATE/COUNTY-  NV/ELKO
 MU0003  USGS QUAD   -  DEEP CREEK (1987)
 MU0003
 MU0003                         *CURRENT SURVEY CONTROL
 MU0003  ___________________________________________________________________
 MU0003* NAD 83(1986)-  41 33 32.     (N)    116 10 28.     (W)     SCALED    
 MU0003* NAVD 88     -      1717.187  (meters)    5633.80   (feet)  ADJUSTED  
 MU0003  ___________________________________________________________________
 MU0003  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 MU0003  DYNAMIC HT  -        1715.837 (meters)    5629.38  (feet)  COMP
 MU0003  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 MU0003
 MU0003  VERT ORDER  -  FIRST     CLASS II
 MU0003
 MU0003.The horizontal coordinates were scaled from a topographic map and have
 MU0003.an estimated accuracy of +/- 6 seconds.
 MU0003
 MU0003.The orthometric height was determined by differential leveling
 MU0003.and adjusted by the National Geodetic Survey in June 1991..
 MU0003
 MU0003.The geoid height was determined by GEOID03.
 MU0003
 MU0003.The dynamic height is computed by dividing the NAVD 88
 MU0003.geopotential number by the normal gravity value computed on the
 MU0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0003.degrees latitude (g = 980.6199 gals.).
 MU0003
 MU0003.The modeled gravity was interpolated from observed gravity values.
 MU0003
 MU0003;                    North         East    Units  Estimated Accuracy
 MU0003;SPC NV E     - 8,755,880.      150,690.      MT  (+/- 180 meters Scaled)
 MU0003
 MU0003                          SUPERSEDED SURVEY CONTROL
 MU0003
 MU0003  NGVD 29 (??/??/92) 1716.002  (m)         5629.92   (f) ADJ UNCH    1 2
 MU0003
 MU0003.Superseded values are not recommended for survey control.
 MU0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0003.See file dsdata.txt to determine how the superseded data were derived.
 MU0003
 MU0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG688011(NAD 83)
 MU0003_MARKER: DB = BENCH MARK DISK
 MU0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0003_STAMPING: L 53 1934
 MU0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0003+STABILITY: SURFACE MOTION
 MU0003
 MU0003  HISTORY     - Date     Condition        Report By
 MU0003  HISTORY     - 1934     MONUMENTED       CGS
 MU0003
 MU0003                          STATION DESCRIPTION
 MU0003
 MU0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0003'15.5 MI S FROM WHITE ROCK.
 MU0003'15.5 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ZUBIETTAS STORE AT WHITE
 MU0003'ROCK, ELKO COUNTY, 1.7 MILES WEST OF THE STATION AT DEEP CREEK, AT THE
 MU0003'JUNCTION WITH THE ROAD LEADING TO THE LIME MOUNTAIN MINE, 48 FEET
 MU0003'NORTH OF THE NORTHWEST END OF A CORRUGATED-IRON PIPE CULVERT, 72 FEET
 MU0003'NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING TO THE MINE, AND 51
 MU0003'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 MU0003'STAMPED L 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0079 ***********************************************************************
 HP0079  DESIGNATION -  L 57
 HP0079  PID         -  HP0079
 HP0079  STATE/COUNTY-  NV/LINCOLN
 HP0079  USGS QUAD   -  PAHROC SPRING SE (1980)
 HP0079
 HP0079                         *CURRENT SURVEY CONTROL
 HP0079  ___________________________________________________________________
 HP0079* NAD 83(1986)-  37 37 10.     (N)    114 48 10.     (W)     SCALED    
 HP0079* NAVD 88     -      1511.531  (meters)    4959.08   (feet)  ADJUSTED  
 HP0079  ___________________________________________________________________
 HP0079  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 HP0079  DYNAMIC HT  -        1509.874 (meters)    4953.64  (feet)  COMP
 HP0079  MODELED GRAV-     979,480.3   (mgal)                       NAVD 88
 HP0079
 HP0079  VERT ORDER  -  FIRST     CLASS II
 HP0079
 HP0079.The horizontal coordinates were scaled from a topographic map and have
 HP0079.an estimated accuracy of +/- 6 seconds.
 HP0079
 HP0079.The orthometric height was determined by differential leveling
 HP0079.and adjusted by the National Geodetic Survey in June 1991..
 HP0079
 HP0079.The geoid height was determined by GEOID03.
 HP0079
 HP0079.The dynamic height is computed by dividing the NAVD 88
 HP0079.geopotential number by the normal gravity value computed on the
 HP0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0079.degrees latitude (g = 980.6199 gals.).
 HP0079
 HP0079.The modeled gravity was interpolated from observed gravity values.
 HP0079
 HP0079;                    North         East    Units  Estimated Accuracy
 HP0079;SPC NV E     - 8,318,660.      268,910.      MT  (+/- 180 meters Scaled)
 HP0079
 HP0079                          SUPERSEDED SURVEY CONTROL
 HP0079
 HP0079  NGVD 29 (??/??/92) 1510.520  (m)         4955.76   (f) ADJ UNCH    1 2
 HP0079
 HP0079.Superseded values are not recommended for survey control.
 HP0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0079.See file dsdata.txt to determine how the superseded data were derived.
 HP0079
 HP0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB939658(NAD 83)
 HP0079_MARKER: DB = BENCH MARK DISK
 HP0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HP0079_SP_SET: MONUMENT
 HP0079_STAMPING: L 57 1934
 HP0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0079
 HP0079  HISTORY     - Date     Condition        Report By
 HP0079  HISTORY     - 1934     MONUMENTED       CGS
 HP0079  HISTORY     - 1954     GOOD             NGS
 HP0079
 HP0079                          STATION DESCRIPTION
 HP0079
 HP0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HP0079'18.3 MI W FROM CALIENTE.
 HP0079'ABOUT 17.2 MILES WEST ALONG U. S. HIGHWAY 93 FROM THE SCHOOLHOUSE IN
 HP0079'CALIENTE, THEN 0.2 MILE NORTH ALONG A POWERLINE TO THE OLD HIGHWAY,
 HP0079'THEN 1.1 MILE WEST ALONG THE OLD HIGHWAY AND 31 FEET SOUTH OF THE
 HP0079'CENTERLINE, A STANDARD BENCH MARK DISK STAMPED AS NOTED SET IN A
 HP0079'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0149 ***********************************************************************
 HP0149  DESIGNATION -  L 58
 HP0149  PID         -  HP0149
 HP0149  STATE/COUNTY-  NV/LINCOLN
 HP0149  USGS QUAD   -  CRESCENT RESERVOIR (1983)
 HP0149
 HP0149                         *CURRENT SURVEY CONTROL
 HP0149  ___________________________________________________________________
 HP0149* NAD 83(1986)-  37 26 38.     (N)    115 28 09.     (W)     SCALED    
 HP0149* NAVD 88     -      1369.780  (meters)    4494.02   (feet)  ADJUSTED  
 HP0149  ___________________________________________________________________
 HP0149  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 HP0149  DYNAMIC HT  -        1368.280 (meters)    4489.10  (feet)  COMP
 HP0149  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 HP0149
 HP0149  VERT ORDER  -  FIRST     CLASS II
 HP0149
 HP0149.The horizontal coordinates were scaled from a topographic map and have
 HP0149.an estimated accuracy of +/- 6 seconds.
 HP0149
 HP0149.The orthometric height was determined by differential leveling
 HP0149.and adjusted by the National Geodetic Survey in June 1991..
 HP0149
 HP0149.The geoid height was determined by GEOID03.
 HP0149
 HP0149.The dynamic height is computed by dividing the NAVD 88
 HP0149.geopotential number by the normal gravity value computed on the
 HP0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0149.degrees latitude (g = 980.6199 gals.).
 HP0149
 HP0149.The modeled gravity was interpolated from observed gravity values.
 HP0149
 HP0149;                    North         East    Units  Estimated Accuracy
 HP0149;SPC NV E     - 8,298,890.      210,100.      MT  (+/- 180 meters Scaled)
 HP0149
 HP0149                          SUPERSEDED SURVEY CONTROL
 HP0149
 HP0149  NGVD 29 (??/??/92) 1368.802  (m)         4490.81   (f) ADJ UNCH    1 2
 HP0149
 HP0149.Superseded values are not recommended for survey control.
 HP0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0149.See file dsdata.txt to determine how the superseded data were derived.
 HP0149
 HP0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB354452(NAD 83)
 HP0149_MARKER: DB = BENCH MARK DISK
 HP0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0149_STAMPING: L 58 1934
 HP0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0149+STABILITY: SURFACE MOTION
 HP0149
 HP0149  HISTORY     - Date     Condition        Report By
 HP0149  HISTORY     - 1934     MONUMENTED       CGS
 HP0149  HISTORY     - 1965     GOOD             NGS
 HP0149  HISTORY     - 1977     GOOD             USGS
 HP0149
 HP0149                          STATION DESCRIPTION
 HP0149
 HP0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0149'18.2 MI W FROM CRYSTAL SPRINGS.
 HP0149'18.2 MILES WEST ALONG STATE HIGHWAY 25 FROM CRYSTAL SPRINGS, LINCOLN
 HP0149'COUNTY, 14.7 MILES EAST OF TIMPAHUTE SUMMIT, AND 45 FEET EAST OF THE
 HP0149'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 58 1934 AND SET
 HP0149'IN THE TOP OF A CONCRETE POST.
 HP0149
 HP0149                          STATION RECOVERY (1965)
 HP0149
 HP0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HP0149'RECOVERED IN GOOD CONDITION.
 HP0149
 HP0149                          STATION RECOVERY (1977)
 HP0149
 HP0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HP0149'CRYSTAL SPRINGS, 18.2 MI W. OF, ALONG STATE HWY 25, THENCE 0.25 MI.
 HP0149'SW (CROSS COUNTY) TO THE OLD HIGHWAY ALIGNMENT, 45 FT. NE OF THE OF
 HP0149'THE OLD ALIGNMENT. A STANDARD DISK, STAMPED L 58 1934 AND SET IN TOP
 HP0149'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0542 ***********************************************************************
 HQ0542  DESIGNATION -  L 59
 HQ0542  PID         -  HQ0542
 HQ0542  STATE/COUNTY-  NV/NYE
 HQ0542  USGS QUAD   -  REVEILLE PEAK SE (1987)
 HQ0542
 HQ0542                         *CURRENT SURVEY CONTROL
 HQ0542  ___________________________________________________________________
 HQ0542* NAD 83(1986)-  37 45 14.     (N)    116 06 42.     (W)     SCALED    
 HQ0542* NAVD 88     -      1698.311  (meters)    5571.88   (feet)  ADJUSTED  
 HQ0542  ___________________________________________________________________
 HQ0542  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 HQ0542  DYNAMIC HT  -        1696.375 (meters)    5565.52  (feet)  COMP
 HQ0542  MODELED GRAV-     979,430.1   (mgal)                       NAVD 88
 HQ0542
 HQ0542  VERT ORDER  -  FIRST     CLASS II
 HQ0542
 HQ0542.The horizontal coordinates were scaled from a topographic map and have
 HQ0542.an estimated accuracy of +/- 6 seconds.
 HQ0542
 HQ0542.The orthometric height was determined by differential leveling
 HQ0542.and adjusted by the National Geodetic Survey in June 1991..
 HQ0542
 HQ0542.The geoid height was determined by GEOID03.
 HQ0542
 HQ0542.The dynamic height is computed by dividing the NAVD 88
 HQ0542.geopotential number by the normal gravity value computed on the
 HQ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0542.degrees latitude (g = 980.6199 gals.).
 HQ0542
 HQ0542.The modeled gravity was interpolated from observed gravity values.
 HQ0542
 HQ0542;                    North         East    Units  Estimated Accuracy
 HQ0542;SPC NV C     - 6,333,430.      548,910.      MT  (+/- 180 meters Scaled)
 HQ0542
 HQ0542                          SUPERSEDED SURVEY CONTROL
 HQ0542
 HQ0542  NGVD 29 (??/??/92) 1697.220  (m)         5568.30   (f) ADJ UNCH    1 2
 HQ0542
 HQ0542.Superseded values are not recommended for survey control.
 HQ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0542.See file dsdata.txt to determine how the superseded data were derived.
 HQ0542
 HQ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB782788(NAD 83)
 HQ0542_MARKER: DB = BENCH MARK DISK
 HQ0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0542_STAMPING: L 59 1934
 HQ0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0542+STABILITY: SURFACE MOTION
 HQ0542
 HQ0542  HISTORY     - Date     Condition        Report By
 HQ0542  HISTORY     - 1934     MONUMENTED       CGS
 HQ0542  HISTORY     - 1958     GOOD             NGS
 HQ0542
 HQ0542                          STATION DESCRIPTION
 HQ0542
 HQ0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HQ0542'1 MI E FROM REED RANCH.
 HQ0542'0.95 MILE EAST ALONG A DIRT ROAD (FORMER STATE HIGHWAY 25) FROM
 HQ0542'THE REED RANCHHOUSE, 58 FEET SOUTH OF THE CENTER LINE OF THE
 HQ0542'ROAD, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 HQ0542'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0
 HQ0542'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0863 ***********************************************************************
 KR0863  DESIGNATION -  L 6
 KR0863  PID         -  KR0863
 KR0863  STATE/COUNTY-  NV/LYON
 KR0863  USGS QUAD   -  MASON BUTTE (1993)
 KR0863
 KR0863                         *CURRENT SURVEY CONTROL
 KR0863  ___________________________________________________________________
 KR0863* NAD 83(1986)-  39 04 11.     (N)    119 13 30.     (W)     SCALED    
 KR0863* NAVD 88     -      1326.60   (+/-2cm)    4352.4    (feet)  VERTCON   
 KR0863  ___________________________________________________________________
 KR0863  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 KR0863
 KR0863  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0863
 KR0863.The horizontal coordinates were scaled from a topographic map and have
 KR0863.an estimated accuracy of +/- 6 seconds.
 KR0863
 KR0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0863.The vertical order pertains to the NGVD 29 superseded value.
 KR0863
 KR0863.The geoid height was determined by GEOID03.
 KR0863
 KR0863;                    North         East    Units  Estimated Accuracy
 KR0863;SPC NV W     - 4,479,530.      744,480.      MT  (+/- 180 meters Scaled)
 KR0863
 KR0863                          SUPERSEDED SURVEY CONTROL
 KR0863
 KR0863  NGVD 29 (??/??/92) 1325.571  (m)         4348.98   (f) ADJ UNCH    2 0
 KR0863
 KR0863.Superseded values are not recommended for survey control.
 KR0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0863.See file dsdata.txt to determine how the superseded data were derived.
 KR0863
 KR0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD075268(NAD 83)
 KR0863_MARKER: DD = SURVEY DISK
 KR0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0863_STAMPING: 1- 6- 1.
 KR0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0863+STABILITY: SURFACE MOTION
 KR0863
 KR0863  HISTORY     - Date     Condition        Report By
 KR0863  HISTORY     - UNK      MONUMENTED       CGS
 KR0863  HISTORY     - 1951     GOOD             NGS
 KR0863
 KR0863                          STATION DESCRIPTION
 KR0863
 KR0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0863'7.3 MI SW FROM WABUSKA.
 KR0863'4.9 MILES SOUTH ALONG U. S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 KR0863'COMPANY RAILROAD STATION AT WABUSKA, THENCE 2.4 MILES WEST ALONG A
 KR0863'DIRT ROAD LEADING TO THE CAMPBELL RANCH, AT A T JUNCTION OF THE ROADS,
 KR0863'0.2 MILES SOUTHEAST OF TWO GRAY TIN BUILDINGS, 140 FEET SOUTHEAST OF A
 KR0863'SHARP CURVE IN THE ROAD, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KR0863'1.8 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 KR0863'PROJECTING 0.7 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0862 ***********************************************************************
 KR0862  DESIGNATION -  L 6 A
 KR0862  PID         -  KR0862
 KR0862  STATE/COUNTY-  NV/LYON
 KR0862  USGS QUAD   -  MASON BUTTE (1993)
 KR0862
 KR0862                         *CURRENT SURVEY CONTROL
 KR0862  ___________________________________________________________________
 KR0862* NAD 83(1986)-  39 04 11.     (N)    119 13 12.     (W)     SCALED    
 KR0862* NAVD 88     -      1322.27   (+/-2cm)    4338.1    (feet)  VERTCON   
 KR0862  ___________________________________________________________________
 KR0862  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 KR0862
 KR0862  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0862
 KR0862.The horizontal coordinates were scaled from a topographic map and have
 KR0862.an estimated accuracy of +/- 6 seconds.
 KR0862
 KR0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0862.The vertical order pertains to the NGVD 29 superseded value.
 KR0862
 KR0862.The geoid height was determined by GEOID03.
 KR0862
 KR0862;                    North         East    Units  Estimated Accuracy
 KR0862;SPC NV W     - 4,479,530.      744,910.      MT  (+/- 180 meters Scaled)
 KR0862
 KR0862                          SUPERSEDED SURVEY CONTROL
 KR0862
 KR0862  NGVD 29 (??/??/92) 1321.243  (m)         4334.78   (f) ADJ UNCH    2 0
 KR0862
 KR0862.Superseded values are not recommended for survey control.
 KR0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0862.See file dsdata.txt to determine how the superseded data were derived.
 KR0862
 KR0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD079268(NAD 83)
 KR0862_MARKER: DD = SURVEY DISK
 KR0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0862_STAMPING: 1-6-2.
 KR0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0862+STABILITY: SURFACE MOTION
 KR0862
 KR0862  HISTORY     - Date     Condition        Report By
 KR0862  HISTORY     - UNK      MONUMENTED       CGS
 KR0862  HISTORY     - 1951     GOOD             NGS
 KR0862  HISTORY     - 1983     MARK NOT FOUND   USGS
 KR0862
 KR0862                          STATION DESCRIPTION
 KR0862
 KR0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0862'7.0 MI SW FROM WABUSKA.
 KR0862'4.9 MILES SOUTH ALONG U. S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 KR0862'COMPANY RAILROAD STATION AT WABUSKA, THENCE 2.1 MILES WEST ALONG A
 KR0862'DIRT ROAD LEADING TO THE CAMPBELL RANCH, 0.15 MILES WEST OF A T
 KR0862'JUNCTION OF THE ROAD, 34 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2
 KR0862'FEET WEST OF A WITNESS POST, 0.3 MILES WEST OF A POWER LINE RUNNING
 KR0862'NORTH AND SOUTH AND WHICH CROSSES THE ROAD, AND SET IN THE TOP OF A
 KR0862'CONCRETE POST PROJECTING 0.8 FEET ABOVE THE GROUND.
 KR0862
 KR0862                          STATION RECOVERY (1983)
 KR0862
 KR0862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KR0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0268 ***********************************************************************
 HP0268  DESIGNATION -  L 60
 HP0268  PID         -  HP0268
 HP0268  STATE/COUNTY-  NV/LINCOLN
 HP0268  USGS QUAD   -  WHITE BLOTCH SPRINGS (1988)
 HP0268
 HP0268                         *CURRENT SURVEY CONTROL
 HP0268  ___________________________________________________________________
 HP0268* NAD 83(1986)-  37 33 20.     (N)    115 56 40.     (W)     SCALED    
 HP0268* NAVD 88     -      1620.418  (meters)    5316.32   (feet)  ADJUSTED  
 HP0268  ___________________________________________________________________
 HP0268  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 HP0268  DYNAMIC HT  -        1618.568 (meters)    5310.25  (feet)  COMP
 HP0268  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 HP0268
 HP0268  VERT ORDER  -  SECOND    CLASS 0
 HP0268
 HP0268.The horizontal coordinates were scaled from a topographic map and have
 HP0268.an estimated accuracy of +/- 6 seconds.
 HP0268
 HP0268.The orthometric height was determined by differential leveling
 HP0268.and adjusted by the National Geodetic Survey in June 1991..
 HP0268
 HP0268.The geoid height was determined by GEOID03.
 HP0268
 HP0268.The dynamic height is computed by dividing the NAVD 88
 HP0268.geopotential number by the normal gravity value computed on the
 HP0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0268.degrees latitude (g = 980.6199 gals.).
 HP0268
 HP0268.The modeled gravity was interpolated from observed gravity values.
 HP0268
 HP0268;                    North         East    Units  Estimated Accuracy
 HP0268;SPC NV E     - 8,311,340.      168,100.      MT  (+/- 180 meters Scaled)
 HP0268
 HP0268                          SUPERSEDED SURVEY CONTROL
 HP0268
 HP0268  NGVD 29 (??/??/92) 1619.355  (m)         5312.83   (f) ADJ UNCH    2 0
 HP0268
 HP0268.Superseded values are not recommended for survey control.
 HP0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0268.See file dsdata.txt to determine how the superseded data were derived.
 HP0268
 HP0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB932570(NAD 83)
 HP0268_MARKER: DB = BENCH MARK DISK
 HP0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0268_STAMPING: L 60 1934
 HP0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0268+STABILITY: SURFACE MOTION
 HP0268
 HP0268  HISTORY     - Date     Condition        Report By
 HP0268  HISTORY     - 1934     MONUMENTED       CGS
 HP0268
 HP0268                          STATION DESCRIPTION
 HP0268
 HP0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0268'21.3 MI N FROM GROOM.
 HP0268'21.3 MILES NORTH ALONG THE SAND SPRINGS ROAD FROM GROOM, LINCOLN
 HP0268'COUNTY ABOUT 1.1 MILES SOUTH OF A ROAD JUNCTION, AND 41 FEET EAST OF
 HP0268'THE CENTER LINE OF THE ROAD.  A STANDARD DISK STAMPED L 60 1934 AND
 HP0268'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0011 ***********************************************************************
 KP0011  DESIGNATION -  L 61
 KP0011  PID         -  KP0011
 KP0011  STATE/COUNTY-  NV/WHITE PINE
 KP0011  USGS QUAD   -  TIPPETT (1986)
 KP0011
 KP0011                         *CURRENT SURVEY CONTROL
 KP0011  ___________________________________________________________________
 KP0011* NAD 83(1986)-  39 52 09.     (N)    114 20 57.     (W)     SCALED    
 KP0011* NAVD 88     -      1728.331  (meters)    5670.37   (feet)  ADJUSTED  
 KP0011  ___________________________________________________________________
 KP0011  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 KP0011  DYNAMIC HT  -        1726.656 (meters)    5664.87  (feet)  COMP
 KP0011  MODELED GRAV-     979,596.4   (mgal)                       NAVD 88
 KP0011
 KP0011  VERT ORDER  -  FIRST     CLASS II
 KP0011
 KP0011.The horizontal coordinates were scaled from a topographic map and have
 KP0011.an estimated accuracy of +/- 6 seconds.
 KP0011
 KP0011.The orthometric height was determined by differential leveling
 KP0011.and adjusted by the National Geodetic Survey in June 1991..
 KP0011
 KP0011.The geoid height was determined by GEOID03.
 KP0011
 KP0011.The dynamic height is computed by dividing the NAVD 88
 KP0011.geopotential number by the normal gravity value computed on the
 KP0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0011.degrees latitude (g = 980.6199 gals.).
 KP0011
 KP0011.The modeled gravity was interpolated from observed gravity values.
 KP0011
 KP0011;                    North         East    Units  Estimated Accuracy
 KP0011;SPC NV E     - 8,568,820.      305,580.      MT  (+/- 180 meters Scaled)
 KP0011
 KP0011                          SUPERSEDED SURVEY CONTROL
 KP0011
 KP0011  NGVD 29 (??/??/92) 1727.160  (m)         5666.52   (f) ADJ UNCH    1 2
 KP0011
 KP0011.Superseded values are not recommended for survey control.
 KP0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0011.See file dsdata.txt to determine how the superseded data were derived.
 KP0011
 KP0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQE267166(NAD 83)
 KP0011_MARKER: DB = BENCH MARK DISK
 KP0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0011_STAMPING: L 61 1934
 KP0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0011+STABILITY: SURFACE MOTION
 KP0011
 KP0011  HISTORY     - Date     Condition        Report By
 KP0011  HISTORY     - 1934     MONUMENTED       CGS
 KP0011
 KP0011                          STATION DESCRIPTION
 KP0011
 KP0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0011'IN TIPPETT.
 KP0011'AT TIPPETT, WHITE PINE COUNTY, ALONG STATE HIGHWAY 2, ABOUT 85 FEET
 KP0011'SOUTHWEST OF A GASOLINE PUMP, 45 FEET NORTHWEST OF THE ENTRANCE TO
 KP0011'TIPPETTS RANCH, AND 38 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KP0011'HIGHWAY.  A STANDARD DISK, STAMPED L 61 1934 AND SET IN THE TOP OF A
 KP0011'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0020 ***********************************************************************
 HP0020  DESIGNATION -  L 62
 HP0020  PID         -  HP0020
 HP0020  STATE/COUNTY-  NV/LINCOLN
 HP0020  USGS QUAD   -  INDIAN COVE (1972)
 HP0020
 HP0020                         *CURRENT SURVEY CONTROL
 HP0020  ___________________________________________________________________
 HP0020* NAD 83(1986)-  37 44 11.     (N)    114 26 20.     (W)     SCALED    
 HP0020* NAVD 88     -      1416.785  (meters)    4648.24   (feet)  ADJUSTED  
 HP0020  ___________________________________________________________________
 HP0020  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 HP0020  DYNAMIC HT  -        1415.231 (meters)    4643.14  (feet)  COMP
 HP0020  MODELED GRAV-     979,483.6   (mgal)                       NAVD 88
 HP0020
 HP0020  VERT ORDER  -  SECOND    CLASS 0
 HP0020
 HP0020.The horizontal coordinates were scaled from a topographic map and have
 HP0020.an estimated accuracy of +/- 6 seconds.
 HP0020
 HP0020.The orthometric height was determined by differential leveling
 HP0020.and adjusted by the National Geodetic Survey in June 1991..
 HP0020
 HP0020.The geoid height was determined by GEOID03.
 HP0020
 HP0020.The dynamic height is computed by dividing the NAVD 88
 HP0020.geopotential number by the normal gravity value computed on the
 HP0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0020.degrees latitude (g = 980.6199 gals.).
 HP0020
 HP0020.The modeled gravity was interpolated from observed gravity values.
 HP0020
 HP0020;                    North         East    Units  Estimated Accuracy
 HP0020;SPC NV E     - 8,331,960.      300,870.      MT  (+/- 180 meters Scaled)
 HP0020
 HP0020                          SUPERSEDED SURVEY CONTROL
 HP0020
 HP0020  NGVD 29 (??/??/92) 1415.719  (m)         4644.74   (f) ADJ UNCH    2 0
 HP0020
 HP0020.Superseded values are not recommended for survey control.
 HP0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0020.See file dsdata.txt to determine how the superseded data were derived.
 HP0020
 HP0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB256796(NAD 83)
 HP0020_MARKER: DB = BENCH MARK DISK
 HP0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0020_STAMPING: E 62 1934
 HP0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0020+STABILITY: SURFACE MOTION
 HP0020
 HP0020  HISTORY     - Date     Condition        Report By
 HP0020  HISTORY     - 1934     MONUMENTED       CGS
 HP0020  HISTORY     - 1972     GOOD             USGS
 HP0020
 HP0020                          STATION DESCRIPTION
 HP0020
 HP0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0020'9.7 MI N FROM CALIENTE.
 HP0020'9.7 MILES NORTH ALONG THE LOS ANGELES AND SALT LAKE RAILROAD FROM
 HP0020'CALIENTE, LINCOLN COUNTY, OPPOSITE THE THIRD POLE SOUTH OF MILEPOST
 HP0020'10, 40 FEET NORTH OF THE NORTH BANK OF A DRY DITCH, 90 FEET WEST OF
 HP0020'THE CENTERLINE OF THE TRACK, AND 2 FEET EAST OF A FENCE LINE.  A
 HP0020'STANDARD DISK, STAMPED L 62 1934 AND SET IN THE TOP OF A CONCRETE
 HP0020'POST.
 HP0020
 HP0020                          STATION RECOVERY (1972)
 HP0020
 HP0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HP0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0020 ***********************************************************************
 JP0020  DESIGNATION -  L 63
 JP0020  PID         -  JP0020
 JP0020  STATE/COUNTY-  NV/LINCOLN
 JP0020  USGS QUAD   -  PONY SPRINGS (1973)
 JP0020
 JP0020                         *CURRENT SURVEY CONTROL
 JP0020  ___________________________________________________________________
 JP0020* NAD 83(1986)-  38 20 27.     (N)    114 36 47.     (W)     SCALED    
 JP0020* NAVD 88     -      1850.696  (meters)    6071.83   (feet)  ADJUSTED  
 JP0020  ___________________________________________________________________
 JP0020  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 JP0020  DYNAMIC HT  -        1848.630 (meters)    6065.05  (feet)  COMP
 JP0020  MODELED GRAV-     979,446.8   (mgal)                       NAVD 88
 JP0020
 JP0020  VERT ORDER  -  SECOND    CLASS 0
 JP0020
 JP0020.The horizontal coordinates were scaled from a topographic map and have
 JP0020.an estimated accuracy of +/- 6 seconds.
 JP0020
 JP0020.The orthometric height was determined by differential leveling
 JP0020.and adjusted by the National Geodetic Survey in June 1991..
 JP0020
 JP0020.The geoid height was determined by GEOID03.
 JP0020
 JP0020.The dynamic height is computed by dividing the NAVD 88
 JP0020.geopotential number by the normal gravity value computed on the
 JP0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0020.degrees latitude (g = 980.6199 gals.).
 JP0020
 JP0020.The modeled gravity was interpolated from observed gravity values.
 JP0020
 JP0020;                    North         East    Units  Estimated Accuracy
 JP0020;SPC NV E     - 8,398,880.      284,820.      MT  (+/- 180 meters Scaled)
 JP0020
 JP0020                          SUPERSEDED SURVEY CONTROL
 JP0020
 JP0020  NGVD 29 (??/??/92) 1849.475  (m)         6067.82   (f) ADJ UNCH    2 0
 JP0020
 JP0020.Superseded values are not recommended for survey control.
 JP0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0020.See file dsdata.txt to determine how the superseded data were derived.
 JP0020
 JP0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC086463(NAD 83)
 JP0020_MARKER: DB = BENCH MARK DISK
 JP0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0020_STAMPING: L 63 1934
 JP0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0020+STABILITY: SURFACE MOTION
 JP0020
 JP0020  HISTORY     - Date     Condition        Report By
 JP0020  HISTORY     - 1934     MONUMENTED       CGS
 JP0020  HISTORY     - 1973     MARK NOT FOUND   USGS
 JP0020
 JP0020                          STATION DESCRIPTION
 JP0020
 JP0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0020'31.0 MI N FROM PIOCHE.
 JP0020'31.0 MILES NORTH ALONG U. S. HIGHWAY 93 FROM PIOCHE, LINCOLN COUNTY,
 JP0020'AT STATION A 96+10, AND 60 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 JP0020'A STANDARD DISK, STAMPED L 63 1934 AND SET IN THE TOP OF A CONCRETE
 JP0020'POST.
 JP0020
 JP0020                          STATION RECOVERY (1973)
 JP0020
 JP0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JP0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0044 ***********************************************************************
 JP0044  DESIGNATION -  L 64
 JP0044  PID         -  JP0044
 JP0044  STATE/COUNTY-  NV/WHITE PINE
 JP0044  USGS QUAD   -  NORTH SPRING POINT (1973)
 JP0044
 JP0044                         *CURRENT SURVEY CONTROL
 JP0044  ___________________________________________________________________
 JP0044* NAD 83(1986)-  38 59 20.     (N)    114 32 13.     (W)     SCALED    
 JP0044* NAVD 88     -      1862.948  (meters)    6112.02   (feet)  ADJUSTED  
 JP0044  ___________________________________________________________________
 JP0044  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 JP0044  DYNAMIC HT  -        1860.928 (meters)    6105.39  (feet)  COMP
 JP0044  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 JP0044
 JP0044  VERT ORDER  -  SECOND    CLASS 0
 JP0044
 JP0044.The horizontal coordinates were scaled from a topographic map and have
 JP0044.an estimated accuracy of +/- 6 seconds.
 JP0044
 JP0044.The orthometric height was determined by differential leveling
 JP0044.and adjusted by the National Geodetic Survey in June 1991..
 JP0044
 JP0044.The geoid height was determined by GEOID03.
 JP0044
 JP0044.The dynamic height is computed by dividing the NAVD 88
 JP0044.geopotential number by the normal gravity value computed on the
 JP0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0044.degrees latitude (g = 980.6199 gals.).
 JP0044
 JP0044.The modeled gravity was interpolated from observed gravity values.
 JP0044
 JP0044;                    North         East    Units  Estimated Accuracy
 JP0044;SPC NV E     - 8,470,890.      290,650.      MT  (+/- 180 meters Scaled)
 JP0044
 JP0044                          SUPERSEDED SURVEY CONTROL
 JP0044
 JP0044  NGVD 29 (??/??/92) 1861.679  (m)         6107.86   (f) ADJ UNCH    2 0
 JP0044
 JP0044.Superseded values are not recommended for survey control.
 JP0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0044.See file dsdata.txt to determine how the superseded data were derived.
 JP0044
 JP0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD133184(NAD 83)
 JP0044_MARKER: DB = BENCH MARK DISK
 JP0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0044_STAMPING: L 64 1934
 JP0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0044+STABILITY: SURFACE MOTION
 JP0044
 JP0044  HISTORY     - Date     Condition        Report By
 JP0044  HISTORY     - 1934     MONUMENTED       CGS
 JP0044  HISTORY     - 1973     GOOD             USGS
 JP0044
 JP0044                          STATION DESCRIPTION
 JP0044
 JP0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0044'31.4 MI S FROM ELY.
 JP0044'31.4 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM ELY, WHITE PINE COUNTY,
 JP0044'1.0 MILE NORTH OF THE SOUTH END OF FEDERAL AID PROJECT 94 D, 35 YARDS
 JP0044'NORTHEAST OF THE EAST END OF A 15-INCH IRON CULVERT, AND 55 FEET EAST
 JP0044'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 64 1934
 JP0044'AND SET IN THE TOP OF A CONCRETE POST.
 JP0044
 JP0044                          STATION RECOVERY (1973)
 JP0044
 JP0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JP0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0451 ***********************************************************************
 LS0451  DESIGNATION -  L 65
 LS0451  PID         -  LS0451
 LS0451  STATE/COUNTY-  NV/WASHOE
 LS0451  USGS QUAD   -  HILLSIDE SPRING (1981)
 LS0451
 LS0451                         *CURRENT SURVEY CONTROL
 LS0451  ___________________________________________________________________
 LS0451* NAD 83(1986)-  40 57 48.     (N)    119 44 57.     (W)     SCALED    
 LS0451* NAVD 88     -      1469.049  (meters)    4819.70   (feet)  ADJUSTED  
 LS0451  ___________________________________________________________________
 LS0451  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 LS0451  DYNAMIC HT  -        1467.897 (meters)    4815.93  (feet)  COMP
 LS0451  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 LS0451
 LS0451  VERT ORDER  -  SECOND    CLASS 0
 LS0451
 LS0451.The horizontal coordinates were scaled from a topographic map and have
 LS0451.an estimated accuracy of +/- 6 seconds.
 LS0451
 LS0451.The orthometric height was determined by differential leveling
 LS0451.and adjusted by the National Geodetic Survey in June 1991..
 LS0451
 LS0451.The geoid height was determined by GEOID03.
 LS0451
 LS0451.The dynamic height is computed by dividing the NAVD 88
 LS0451.geopotential number by the normal gravity value computed on the
 LS0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0451.degrees latitude (g = 980.6199 gals.).
 LS0451
 LS0451.The modeled gravity was interpolated from observed gravity values.
 LS0451
 LS0451;                    North         East    Units  Estimated Accuracy
 LS0451;SPC NV W     - 4,690,230.      701,870.      MT  (+/- 180 meters Scaled)
 LS0451
 LS0451                          SUPERSEDED SURVEY CONTROL
 LS0451
 LS0451  NGVD 29 (??/??/92) 1467.930  (m)         4816.03   (f) ADJ UNCH    2 0
 LS0451
 LS0451.Superseded values are not recommended for survey control.
 LS0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0451.See file dsdata.txt to determine how the superseded data were derived.
 LS0451
 LS0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF686383(NAD 83)
 LS0451_MARKER: DB = BENCH MARK DISK
 LS0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0451_STAMPING: L 65 1934
 LS0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0451+STABILITY: SURFACE MOTION
 LS0451
 LS0451  HISTORY     - Date     Condition        Report By
 LS0451  HISTORY     - 1934     MONUMENTED       CGS
 LS0451  HISTORY     - 1975     MARK NOT FOUND   USGS
 LS0451
 LS0451                          STATION DESCRIPTION
 LS0451
 LS0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0451'34.9 MI SE FROM EAGLEVILLE, CALIFORNIA.
 LS0451'34.9 MILES SOUTHEAST OF EAGLEVILLE GRAMMAR SCHOOL 0.3 MILES EAST OF
 LS0451'SOUTH ROAD TO ZORRA VISTA RANCH.  110 FEET EAST OF FENCE CORNER.  30
 LS0451'FEET NORTH OF CENTERLINE OF ROAD FROM EAGLEVILLE TO GERLACH.  7 FEET
 LS0451'SOUTH OF FENCE LINE.
 LS0451
 LS0451                          STATION RECOVERY (1975)
 LS0451
 LS0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LS0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0151 ***********************************************************************
 MV0151  DESIGNATION -  L 66
 MV0151  PID         -  MV0151
 MV0151  STATE/COUNTY-  NV/WASHOE
 MV0151  USGS QUAD   -  YELLOW HILLS WEST (1980)
 MV0151
 MV0151                         *CURRENT SURVEY CONTROL
 MV0151  ___________________________________________________________________
 MV0151* NAD 83(1986)-  41 23 33.     (N)    119 24 53.     (W)     SCALED    
 MV0151* NAVD 88     -      1573.295  (meters)    5161.72   (feet)  ADJUSTED  
 MV0151  ___________________________________________________________________
 MV0151  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 MV0151  DYNAMIC HT  -        1572.028 (meters)    5157.56  (feet)  COMP
 MV0151  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 MV0151
 MV0151  VERT ORDER  -  SECOND    CLASS 0
 MV0151
 MV0151.The horizontal coordinates were scaled from a topographic map and have
 MV0151.an estimated accuracy of +/- 6 seconds.
 MV0151
 MV0151.The orthometric height was determined by differential leveling
 MV0151.and adjusted by the National Geodetic Survey in June 1991..
 MV0151
 MV0151.The geoid height was determined by GEOID03.
 MV0151
 MV0151.The dynamic height is computed by dividing the NAVD 88
 MV0151.geopotential number by the normal gravity value computed on the
 MV0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0151.degrees latitude (g = 980.6199 gals.).
 MV0151
 MV0151.The modeled gravity was interpolated from observed gravity values.
 MV0151
 MV0151;                    North         East    Units  Estimated Accuracy
 MV0151;SPC NV W     - 4,737,570.      730,470.      MT  (+/- 180 meters Scaled)
 MV0151
 MV0151                          SUPERSEDED SURVEY CONTROL
 MV0151
 MV0151  NGVD 29 (??/??/92) 1572.063  (m)         5157.68   (f) ADJ UNCH    2 0
 MV0151
 MV0151.Superseded values are not recommended for survey control.
 MV0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0151.See file dsdata.txt to determine how the superseded data were derived.
 MV0151
 MV0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF981851(NAD 83)
 MV0151_MARKER: DB = BENCH MARK DISK
 MV0151_SETTING: 66 = SET IN ROCK OUTCROP
 MV0151_SP_SET: ROCK OUTCROP
 MV0151_STAMPING: L 66 1934
 MV0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0151+STABILITY: POSITION/ELEVATION WELL
 MV0151
 MV0151  HISTORY     - Date     Condition        Report By
 MV0151  HISTORY     - 1934     MONUMENTED       CGS
 MV0151  HISTORY     - 1937     GOOD             NGS
 MV0151
 MV0151                          STATION DESCRIPTION
 MV0151
 MV0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0151'18.8 MI NW FROM SOLDIER MEADOWS RANCH.
 MV0151'IN WASHOE COUNTY, 18.8 MILES NORTHWEST ALONG THE HIGH ROCK LAKE ROAD
 MV0151'FROM THE RANCHHOUSE AT SOLDIER MEADOWS RANCH, HUMBOLDT COUNTY, 0.7
 MV0151'MILE NORTH OF THE MOUTH OF YELLOW ROCK CANYON, ON THE SOUTH SIDE OF A
 MV0151'RIDGE, 150 FEET NORTH OF THE ROAD AT THE BOTTOM OF THE CANYON, 30 FEET
 MV0151'EAST OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A LAVA ROCK OUTCROP,
 MV0151'AND ABOUT 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED L 66
 MV0151'1934.
 MV0151
 MV0151                          STATION RECOVERY (1937)
 MV0151
 MV0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 MV0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0045 ***********************************************************************
 MV0045  DESIGNATION -  L 67
 MV0045  PID         -  MV0045
 MV0045  STATE/COUNTY-  NV/HUMBOLDT
 MV0045  USGS QUAD   -  THOUSAND CREEK GORGE (1990)
 MV0045
 MV0045                         *CURRENT SURVEY CONTROL
 MV0045  ___________________________________________________________________
 MV0045* NAD 83(1986)-  41 54 08.     (N)    118 55 26.     (W)     SCALED    
 MV0045* NAVD 88     -      1326.913  (meters)    4353.38   (feet)  ADJUSTED  
 MV0045  ___________________________________________________________________
 MV0045  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 MV0045  DYNAMIC HT  -        1325.995 (meters)    4350.37  (feet)  COMP
 MV0045  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 MV0045
 MV0045  VERT ORDER  -  FIRST     CLASS II
 MV0045
 MV0045.The horizontal coordinates were scaled from a topographic map and have
 MV0045.an estimated accuracy of +/- 6 seconds.
 MV0045
 MV0045.The orthometric height was determined by differential leveling
 MV0045.and adjusted by the National Geodetic Survey in June 1991..
 MV0045
 MV0045.The geoid height was determined by GEOID03.
 MV0045
 MV0045.The dynamic height is computed by dividing the NAVD 88
 MV0045.geopotential number by the normal gravity value computed on the
 MV0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0045.degrees latitude (g = 980.6199 gals.).
 MV0045
 MV0045.The modeled gravity was interpolated from observed gravity values.
 MV0045
 MV0045;                    North         East    Units  Estimated Accuracy
 MV0045;SPC NV W     - 4,793,900.      771,740.      MT  (+/- 180 meters Scaled)
 MV0045
 MV0045                          SUPERSEDED SURVEY CONTROL
 MV0045
 MV0045  NGVD 29 (??/??/92) 1325.742  (m)         4349.54   (f) ADJ UNCH    1 2
 MV0045
 MV0045.Superseded values are not recommended for survey control.
 MV0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0045.See file dsdata.txt to determine how the superseded data were derived.
 MV0045
 MV0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG404407(NAD 83)
 MV0045_MARKER: DB = BENCH MARK DISK
 MV0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0045_STAMPING: L 67 1934
 MV0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0045+STABILITY: SURFACE MOTION
 MV0045
 MV0045  HISTORY     - Date     Condition        Report By
 MV0045  HISTORY     - 1934     MONUMENTED       CGS
 MV0045
 MV0045                          STATION DESCRIPTION
 MV0045
 MV0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0045'22.0 MI SW FROM DENIO.
 MV0045'DENIO, HUMBOLDT COUNTY, NEVADA, 3.0 MILES SOUTH OF THENCE 19.0 MILES
 MV0045'WEST ALONG STATE HIGHWAY 8A, 16.1 MILES EAST OF THE CENTERLINE
 MV0045'JUNCTION, 72 FEET NORTH OF THE CENTERLINE OF HIGHWAY 8A.  A STANDARD
 MV0045'DISK, STAMPED L 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0067 ***********************************************************************
 MV0067  DESIGNATION -  L 68
 MV0067  PID         -  MV0067
 MV0067  STATE/COUNTY-  NV/HUMBOLDT
 MV0067  USGS QUAD   -  NEW YORK PEAK (1990)
 MV0067
 MV0067                         *CURRENT SURVEY CONTROL
 MV0067  ___________________________________________________________________
 MV0067* NAD 83(1986)-  41 35 40.     (N)    118 49 55.     (W)     SCALED    
 MV0067* NAVD 88     -      1543.788  (meters)    5064.91   (feet)  ADJUSTED  
 MV0067  ___________________________________________________________________
 MV0067  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 MV0067  DYNAMIC HT  -        1542.643 (meters)    5061.15  (feet)  COMP
 MV0067  MODELED GRAV-     979,827.2   (mgal)                       NAVD 88
 MV0067
 MV0067  VERT ORDER  -  SECOND    CLASS 0
 MV0067
 MV0067.The horizontal coordinates were scaled from a topographic map and have
 MV0067.an estimated accuracy of +/- 6 seconds.
 MV0067
 MV0067.The orthometric height was determined by differential leveling
 MV0067.and adjusted by the National Geodetic Survey in June 1991..
 MV0067
 MV0067.The geoid height was determined by GEOID03.
 MV0067
 MV0067.The dynamic height is computed by dividing the NAVD 88
 MV0067.geopotential number by the normal gravity value computed on the
 MV0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0067.degrees latitude (g = 980.6199 gals.).
 MV0067
 MV0067.The modeled gravity was interpolated from observed gravity values.
 MV0067
 MV0067;                    North         East    Units  Estimated Accuracy
 MV0067;SPC NV W     - 4,759,690.      779,270.      MT  (+/- 180 meters Scaled)
 MV0067
 MV0067                          SUPERSEDED SURVEY CONTROL
 MV0067
 MV0067  NGVD 29 (??/??/92) 1542.650  (m)         5061.18   (f) ADJ UNCH    2 0
 MV0067
 MV0067.Superseded values are not recommended for survey control.
 MV0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0067.See file dsdata.txt to determine how the superseded data were derived.
 MV0067
 MV0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG473063(NAD 83)
 MV0067_MARKER: DB = BENCH MARK DISK
 MV0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0067_STAMPING: L 68 1934
 MV0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0067+STABILITY: SURFACE MOTION
 MV0067
 MV0067  HISTORY     - Date     Condition        Report By
 MV0067  HISTORY     - 1934     MONUMENTED       CGS
 MV0067
 MV0067                          STATION DESCRIPTION
 MV0067
 MV0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0067'11.8 MI NW FROM LEONARD CREEK RANCH.
 MV0067'11.8 MILES NORTHWEST ALONG THE ROAD LEADING TO DENIO, OREGON, FROM THE
 MV0067'SCHOOLHOUSE AT LEONARD CREEK RANCH, HUMBOLDT COUNTY, ON THE TOP OF A
 MV0067'RIDGE BETWEEN THE COVE RANCH AND A MEADOW, AND 42 FEET WEST OF THE
 MV0067'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED L 68 1934 AND SET IN
 MV0067'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0400 ***********************************************************************
 LS0400  DESIGNATION -  L 69
 LS0400  PID         -  LS0400
 LS0400  STATE/COUNTY-  NV/PERSHING
 LS0400  USGS QUAD   -  TREGO (1980)
 LS0400
 LS0400                         *CURRENT SURVEY CONTROL
 LS0400  ___________________________________________________________________
 LS0400* NAD 83(1986)-  40 48 28.     (N)    119 13 07.     (W)     SCALED    
 LS0400* NAVD 88     -      1191.018  (meters)    3907.53   (feet)  ADJUSTED  
 LS0400  ___________________________________________________________________
 LS0400  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 LS0400  DYNAMIC HT  -        1190.156 (meters)    3904.70  (feet)  COMP
 LS0400  MODELED GRAV-     979,860.3   (mgal)                       NAVD 88
 LS0400
 LS0400  VERT ORDER  -  SECOND    CLASS 0
 LS0400
 LS0400.The horizontal coordinates were scaled from a topographic map and have
 LS0400.an estimated accuracy of +/- 6 seconds.
 LS0400
 LS0400.The orthometric height was determined by differential leveling
 LS0400.and adjusted by the National Geodetic Survey in June 1991..
 LS0400
 LS0400.The geoid height was determined by GEOID03.
 LS0400
 LS0400.The dynamic height is computed by dividing the NAVD 88
 LS0400.geopotential number by the normal gravity value computed on the
 LS0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0400.degrees latitude (g = 980.6199 gals.).
 LS0400
 LS0400.The modeled gravity was interpolated from observed gravity values.
 LS0400
 LS0400;                    North         East    Units  Estimated Accuracy
 LS0400;SPC NV W     - 4,672,500.      746,400.      MT  (+/- 180 meters Scaled)
 LS0400
 LS0400                          SUPERSEDED SURVEY CONTROL
 LS0400
 LS0400  NGVD 29 (??/??/92) 1190.069  (m)         3904.42   (f) ADJ UNCH    2 0
 LS0400
 LS0400.Superseded values are not recommended for survey control.
 LS0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0400.See file dsdata.txt to determine how the superseded data were derived.
 LS0400
 LS0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF128197(NAD 83)
 LS0400_MARKER: DB = BENCH MARK DISK
 LS0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0400_STAMPING: L 69 1934
 LS0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0400+STABILITY: SURFACE MOTION
 LS0400
 LS0400  HISTORY     - Date     Condition        Report By
 LS0400  HISTORY     - 1934     MONUMENTED       CGS
 LS0400  HISTORY     - 1975     MARK NOT FOUND   USGS
 LS0400
 LS0400                          STATION DESCRIPTION
 LS0400
 LS0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0400'12.7 MI NE FROM GERLACH.
 LS0400'12.7 MILES NORTHEAST OF WESTERN PACIFIC RR STATION 36 FEET NORTHWEST
 LS0400'OF CENTER OF THE JUNCTION WITH A ROAD TO SOLDIER MEADOWS AND ROAD
 LS0400'NORTH TO A MINE.
 LS0400
 LS0400                          STATION RECOVERY (1975)
 LS0400
 LS0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LS0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0867 ***********************************************************************
 KR0867  DESIGNATION -  L 7
 KR0867  PID         -  KR0867
 KR0867  STATE/COUNTY-  NV/LYON
 KR0867  USGS QUAD   -  MASON BUTTE (1993)
 KR0867
 KR0867                         *CURRENT SURVEY CONTROL
 KR0867  ___________________________________________________________________
 KR0867* NAD 83(1986)-  39 01 34.     (N)    119 10 52.     (W)     SCALED    
 KR0867* NAVD 88     -      1330.14   (+/-2cm)    4364.0    (feet)  VERTCON   
 KR0867  ___________________________________________________________________
 KR0867  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 KR0867
 KR0867  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0867
 KR0867.The horizontal coordinates were scaled from a topographic map and have
 KR0867.an estimated accuracy of +/- 6 seconds.
 KR0867
 KR0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0867.The vertical order pertains to the NGVD 29 superseded value.
 KR0867
 KR0867.The geoid height was determined by GEOID03.
 KR0867
 KR0867;                    North         East    Units  Estimated Accuracy
 KR0867;SPC NV W     - 4,474,670.      748,240.      MT  (+/- 180 meters Scaled)
 KR0867
 KR0867                          SUPERSEDED SURVEY CONTROL
 KR0867
 KR0867  NGVD 29 (??/??/92) 1329.12   (m)         4360.6    (f) COMPUTED    2 0
 KR0867
 KR0867.Superseded values are not recommended for survey control.
 KR0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0867.See file dsdata.txt to determine how the superseded data were derived.
 KR0867
 KR0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD111219(NAD 83)
 KR0867_MARKER: DB = BENCH MARK DISK
 KR0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0867_STAMPING: 1- 7- 1.
 KR0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0867+STABILITY: SURFACE MOTION
 KR0867
 KR0867  HISTORY     - Date     Condition        Report By
 KR0867  HISTORY     - UNK      MONUMENTED       CGS
 KR0867  HISTORY     - 1951     GOOD             NGS
 KR0867
 KR0867                          STATION DESCRIPTION
 KR0867
 KR0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0867'4.1 MI N FROM YERINGTON.
 KR0867'4.1 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE COURTHOUSE IN
 KR0867'YERINGTON, AT THE T JUNCTION OF A GRAVEL ROAD LEADING WEST, 62.3 FEET
 KR0867'NORTH OF THE NORTH END OF A STEEL GATE, 49 FEET EAST OF THE CENTER
 KR0867'LINE OF THE HIGHWAY, 34 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 KR0867'LEADING WEST (MEASURED FROM THE PROLONGATION OF ITS CENTER LINE), 7.5
 KR0867'FEET SOUTH OF POWER LINE POLE NO. 11741, 1.7 FEET SOUTH OF A WITNESS
 KR0867'POST, 1.0 FEET WEST OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY,
 KR0867'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FEET ABOVE THE
 KR0867'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0872 ***********************************************************************
 KR0872  DESIGNATION -  L 7 A
 KR0872  PID         -  KR0872
 KR0872  STATE/COUNTY-  NV/LYON
 KR0872  USGS QUAD   -  MASON BUTTE (1993)
 KR0872
 KR0872                         *CURRENT SURVEY CONTROL
 KR0872  ___________________________________________________________________
 KR0872* NAD 83(1986)-  39 01 20.     (N)    119 10 53.     (W)     SCALED    
 KR0872* NAVD 88     -      1331.67   (+/-2cm)    4369.0    (feet)  VERTCON   
 KR0872  ___________________________________________________________________
 KR0872  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 KR0872
 KR0872  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0872
 KR0872.The horizontal coordinates were scaled from a topographic map and have
 KR0872.an estimated accuracy of +/- 6 seconds.
 KR0872
 KR0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0872.The vertical order pertains to the NGVD 29 superseded value.
 KR0872
 KR0872.The geoid height was determined by GEOID03.
 KR0872
 KR0872;                    North         East    Units  Estimated Accuracy
 KR0872;SPC NV W     - 4,474,240.      748,210.      MT  (+/- 180 meters Scaled)
 KR0872
 KR0872                          SUPERSEDED SURVEY CONTROL
 KR0872
 KR0872  NGVD 29 (??/??/92) 1330.65   (m)         4365.6    (f) COMPUTED    2 0
 KR0872
 KR0872.Superseded values are not recommended for survey control.
 KR0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0872.See file dsdata.txt to determine how the superseded data were derived.
 KR0872
 KR0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD111215(NAD 83)
 KR0872_MARKER: DD = SURVEY DISK
 KR0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0872_STAMPING: 1-7-2.
 KR0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0872+STABILITY: SURFACE MOTION
 KR0872
 KR0872  HISTORY     - Date     Condition        Report By
 KR0872  HISTORY     - UNK      MONUMENTED       CGS
 KR0872  HISTORY     - 1951     GOOD             NGS
 KR0872
 KR0872                          STATION DESCRIPTION
 KR0872
 KR0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0872'3.8 MI N FROM YERINGTON.
 KR0872'3.8 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE COURTHOUSE IN
 KR0872'YERINGTON, 0.3 MILES SOUTH OF THE T JUNCTION OF THE ROAD, ABOUT 300
 KR0872'YARDS SOUTHEAST OF A FARM HOUSE, 49 FEET EAST OF THE CENTER LINE OF
 KR0872'THE HIGHWAY, 8 FEET SOUTH OF A TELEPHONE POLE, 2 FEET NORTH OF A
 KR0872'WITNESS POST, ABOUT 0.1 MILE WEST OF THE CENTER ONE OF THREE LOW
 KR0872'ROCK-COVERED HILLS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KR0872'0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0144 ***********************************************************************
 MV0144  DESIGNATION -  L 70
 MV0144  PID         -  MV0144
 MV0144  STATE/COUNTY-  NV/HUMBOLDT
 MV0144  USGS QUAD   -  MUD MEADOW (1980)
 MV0144
 MV0144                         *CURRENT SURVEY CONTROL
 MV0144  ___________________________________________________________________
 MV0144* NAD 83(1986)-  41 20 21.     (N)    119 14 29.     (W)     SCALED    
 MV0144* NAVD 88     -      1412.199  (meters)    4633.19   (feet)  ADJUSTED  
 MV0144  ___________________________________________________________________
 MV0144  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 MV0144  DYNAMIC HT  -        1411.156 (meters)    4629.77  (feet)  COMP
 MV0144  MODELED GRAV-     979,836.0   (mgal)                       NAVD 88
 MV0144
 MV0144  VERT ORDER  -  SECOND    CLASS 0
 MV0144
 MV0144.The horizontal coordinates were scaled from a topographic map and have
 MV0144.an estimated accuracy of +/- 6 seconds.
 MV0144
 MV0144.The orthometric height was determined by differential leveling
 MV0144.and adjusted by the National Geodetic Survey in June 1991..
 MV0144
 MV0144.The geoid height was determined by GEOID03.
 MV0144
 MV0144.The dynamic height is computed by dividing the NAVD 88
 MV0144.geopotential number by the normal gravity value computed on the
 MV0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0144.degrees latitude (g = 980.6199 gals.).
 MV0144
 MV0144.The modeled gravity was interpolated from observed gravity values.
 MV0144
 MV0144;                    North         East    Units  Estimated Accuracy
 MV0144;SPC NV W     - 4,731,520.      744,930.      MT  (+/- 180 meters Scaled)
 MV0144
 MV0144                          SUPERSEDED SURVEY CONTROL
 MV0144
 MV0144  NGVD 29 (??/??/92) 1411.096  (m)         4629.57   (f) ADJ UNCH    2 0
 MV0144
 MV0144.Superseded values are not recommended for survey control.
 MV0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0144.See file dsdata.txt to determine how the superseded data were derived.
 MV0144
 MV0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF124788(NAD 83)
 MV0144_MARKER: DB = BENCH MARK DISK
 MV0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MV0144_SP_SET: DRAW
 MV0144_STAMPING: L 70 1934
 MV0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0144
 MV0144  HISTORY     - Date     Condition        Report By
 MV0144  HISTORY     - 1934     MONUMENTED       CGS
 MV0144  HISTORY     - 1937     GOOD             NGS
 MV0144
 MV0144                          STATION DESCRIPTION
 MV0144
 MV0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0144'5.8 MI W FROM SOLDIER MEADOWS RANCH.
 MV0144'5.8 MILES WEST ALONG THE HIGH ROCK LAKE ROAD FROM THE RANCHHOUSE AT
 MV0144'SOLDIER MEADOWS RANCH, HUMBOLDT COUNTY, ON THE WEST SIDE OF A DRAW, 30
 MV0144'FEET NORTH OF THE CENTERLINE OF THE ROAD, 15 FEET NORTH OF A 3-FOOT
 MV0144'CAIRN, AND IN A POINTED GRANITE BOULDER.  A STANDARD DISK, STAMPED L
 MV0144'70 1934.
 MV0144
 MV0144                          STATION RECOVERY (1937)
 MV0144
 MV0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 MV0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0439 ***********************************************************************
 LS0439  DESIGNATION -  L 71
 LS0439  PID         -  LS0439
 LS0439  STATE/COUNTY-  NV/WASHOE
 LS0439  USGS QUAD   -  SAND PASS (1980)
 LS0439
 LS0439                         *CURRENT SURVEY CONTROL
 LS0439  ___________________________________________________________________
 LS0439* NAD 83(1986)-  40 15 34.     (N)    119 46 33.     (W)     SCALED    
 LS0439* NAVD 88     -      1276.913  (meters)    4189.34   (feet)  POSTED    
 LS0439  ___________________________________________________________________
 LS0439  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 LS0439  DYNAMIC HT  -        1275.910 (meters)    4186.05  (feet)  COMP
 LS0439  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 LS0439
 LS0439  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0439
 LS0439.The horizontal coordinates were scaled from a topographic map and have
 LS0439.an estimated accuracy of +/- 6 seconds.
 LS0439
 LS0439.The orthometric height was determined by differential leveling
 LS0439.and adjusted by the National Geodetic Survey in 1992..
 LS0439.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0439.rate of 0.0 thru 1.0 mm/km.
 LS0439
 LS0439.The geoid height was determined by GEOID03.
 LS0439
 LS0439.The dynamic height is computed by dividing the NAVD 88
 LS0439.geopotential number by the normal gravity value computed on the
 LS0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0439.degrees latitude (g = 980.6199 gals.).
 LS0439
 LS0439.The modeled gravity was interpolated from observed gravity values.
 LS0439
 LS0439;                    North         East    Units  Estimated Accuracy
 LS0439;SPC NV W     - 4,612,100.      698,560.      MT  (+/- 180 meters Scaled)
 LS0439
 LS0439                          SUPERSEDED SURVEY CONTROL
 LS0439
 LS0439  NGVD 29 (??/??/92) 1275.901  (m)         4186.02   (f) ADJ UNCH    2 0
 LS0439
 LS0439.Superseded values are not recommended for survey control.
 LS0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0439.See file dsdata.txt to determine how the superseded data were derived.
 LS0439
 LS0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE639602(NAD 83)
 LS0439_MARKER: DB = BENCH MARK DISK
 LS0439_SETTING: 66 = SET IN ROCK OUTCROP
 LS0439_SP_SET: ROCK CUT
 LS0439_STAMPING: L 71 1934
 LS0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LS0439+STABILITY: POSITION/ELEVATION WELL
 LS0439
 LS0439  HISTORY     - Date     Condition        Report By
 LS0439  HISTORY     - 1934     MONUMENTED       CGS
 LS0439  HISTORY     - 1945     GOOD             NGS
 LS0439
 LS0439                          STATION DESCRIPTION
 LS0439
 LS0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0439'0.2 MI E FROM SAND PASS.
 LS0439'0.2 MILE EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LS0439'SAND PASS, WASHOE COUNTY, 450 FEET NORTHEAST OF MILEPOST 394, AT THE
 LS0439'WEST END OF A ROCK CUT, 8 FEET NORTH OF THE NORTH RAIL, AND IN A LEDGE
 LS0439'OF ROCK.  A STANDARD DISK, STAMPED L 71 1934.
 LS0439
 LS0439                          STATION RECOVERY (1945)
 LS0439
 LS0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 LS0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0347 ***********************************************************************
 LS0347  DESIGNATION -  L 72
 LS0347  PID         -  LS0347
 LS0347  STATE/COUNTY-  NV/HUMBOLDT
 LS0347  USGS QUAD   -  FLOKA (1982)
 LS0347
 LS0347                         *CURRENT SURVEY CONTROL
 LS0347  ___________________________________________________________________
 LS0347* NAD 83(1986)-  40 52 55.     (N)    118 42 17.     (W)     SCALED    
 LS0347* NAVD 88     -      1248.536  (meters)    4096.24   (feet)  POSTED    
 LS0347  ___________________________________________________________________
 LS0347  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 LS0347  DYNAMIC HT  -        1247.610 (meters)    4093.20  (feet)  COMP
 LS0347  MODELED GRAV-     979,840.5   (mgal)                       NAVD 88
 LS0347
 LS0347  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0347
 LS0347.The horizontal coordinates were scaled from a topographic map and have
 LS0347.an estimated accuracy of +/- 6 seconds.
 LS0347
 LS0347.The orthometric height was determined by differential leveling
 LS0347.and adjusted by the National Geodetic Survey in 1992..
 LS0347.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0347.rate of 0.0 thru 1.0 mm/km.
 LS0347
 LS0347.The geoid height was determined by GEOID03.
 LS0347
 LS0347.The dynamic height is computed by dividing the NAVD 88
 LS0347.geopotential number by the normal gravity value computed on the
 LS0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0347.degrees latitude (g = 980.6199 gals.).
 LS0347
 LS0347.The modeled gravity was interpolated from observed gravity values.
 LS0347
 LS0347;                    North         East    Units  Estimated Accuracy
 LS0347;SPC NV W     - 4,680,540.      789,770.      MT  (+/- 180 meters Scaled)
 LS0347
 LS0347                          SUPERSEDED SURVEY CONTROL
 LS0347
 LS0347  NGVD 29 (??/??/92) 1247.523  (m)         4092.91   (f) ADJ UNCH    2 0
 LS0347
 LS0347.Superseded values are not recommended for survey control.
 LS0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0347.See file dsdata.txt to determine how the superseded data were derived.
 LS0347
 LS0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF563270(NAD 83)
 LS0347_MARKER: DB = BENCH MARK DISK
 LS0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0347_STAMPING: L 72 1934
 LS0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0347+STABILITY: SURFACE MOTION
 LS0347
 LS0347  HISTORY     - Date     Condition        Report By
 LS0347  HISTORY     - 1934     MONUMENTED       CGS
 LS0347
 LS0347                          STATION DESCRIPTION
 LS0347
 LS0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0347'1.8 MI E FROM SULPHUR.
 LS0347'1.8 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LS0347'SULPHUR, HUMBOLDT COUNTY, 0.2 MILE EAST OF THE SULPHUR MINE RAILROAD
 LS0347'LOADING PLATFORM, 125 FEET SOUTHWEST OF  THE EIGHTEENTH POLE WEST OF
 LS0347'MILEPOST 477, AND 54 FEET SOUTH OF THE NEAREST RAIL.  A STANDARD DISK,
 LS0347'STAMPED L 72 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0363 ***********************************************************************
 LS0363  DESIGNATION -  L 73
 LS0363  PID         -  LS0363
 LS0363  STATE/COUNTY-  NV/PERSHING
 LS0363  USGS QUAD   -  PLACERITES (1981)
 LS0363
 LS0363                         *CURRENT SURVEY CONTROL
 LS0363  ___________________________________________________________________
 LS0363* NAD 83(1986)-  40 40 44.     (N)    118 38 44.     (W)     SCALED    
 LS0363* NAVD 88     -      1423.975  (meters)    4671.82   (feet)  ADJUSTED  
 LS0363  ___________________________________________________________________
 LS0363  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 LS0363  DYNAMIC HT  -        1422.859 (meters)    4668.16  (feet)  COMP
 LS0363  MODELED GRAV-     979,791.6   (mgal)                       NAVD 88
 LS0363
 LS0363  VERT ORDER  -  SECOND    CLASS 0
 LS0363
 LS0363.The horizontal coordinates were scaled from a topographic map and have
 LS0363.an estimated accuracy of +/- 6 seconds.
 LS0363
 LS0363.The orthometric height was determined by differential leveling
 LS0363.and adjusted by the National Geodetic Survey in June 1991..
 LS0363
 LS0363.The geoid height was determined by GEOID03.
 LS0363
 LS0363.The dynamic height is computed by dividing the NAVD 88
 LS0363.geopotential number by the normal gravity value computed on the
 LS0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0363.degrees latitude (g = 980.6199 gals.).
 LS0363
 LS0363.The modeled gravity was interpolated from observed gravity values.
 LS0363
 LS0363;                    North         East    Units  Estimated Accuracy
 LS0363;SPC NV W     - 4,657,990.      794,740.      MT  (+/- 180 meters Scaled)
 LS0363
 LS0363                          SUPERSEDED SURVEY CONTROL
 LS0363
 LS0363  NGVD 29 (??/??/92) 1422.954  (m)         4668.47   (f) ADJ UNCH    2 0
 LS0363
 LS0363.Superseded values are not recommended for survey control.
 LS0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0363.See file dsdata.txt to determine how the superseded data were derived.
 LS0363
 LS0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF609044(NAD 83)
 LS0363_MARKER: DB = BENCH MARK DISK
 LS0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0363_STAMPING: L 73 1934
 LS0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0363+STABILITY: SURFACE MOTION
 LS0363
 LS0363  HISTORY     - Date     Condition        Report By
 LS0363  HISTORY     - 1934     MONUMENTED       CGS
 LS0363
 LS0363                          STATION DESCRIPTION
 LS0363
 LS0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0363'19.0 MI SE FROM SULPHUR.
 LS0363'IN PERSHING COUNTY, 19.0 MILES SOUTHEAST ALONG THE LOVELOCK ROAD FROM
 LS0363'THE WESTERN PACIFIC RAILROAD STATION AT SULPHUR, HUMBOLDT COUNTY, AT
 LS0363'THE JUNCTION OF A ROAD LEADING TO THE SUPERIOR MINING CAMP, 48 FEET
 LS0363'WEST OF THE CENTERLINE OF THE MAIN ROAD, AND 42 FEET SOUTH OF THE
 LS0363'CENTERLINE OF THE CAMP ROAD.  A STANDARD DISK, STAMPED L 73 1934 AND
 LS0363'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0104 ***********************************************************************
 LS0104  DESIGNATION -  L 74
 LS0104  PID         -  LS0104
 LS0104  STATE/COUNTY-  NV/HUMBOLDT
 LS0104  USGS QUAD   -  GASKELL (1982)
 LS0104
 LS0104                         *CURRENT SURVEY CONTROL
 LS0104  ___________________________________________________________________
 LS0104* NAD 83(1986)-  40 56 40.     (N)    118 10 41.     (W)     SCALED    
 LS0104* NAVD 88     -      1277.553  (meters)    4191.44   (feet)  POSTED    
 LS0104  ___________________________________________________________________
 LS0104  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 LS0104  DYNAMIC HT  -        1276.600 (meters)    4188.31  (feet)  COMP
 LS0104  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 LS0104
 LS0104  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0104
 LS0104.The horizontal coordinates were scaled from a topographic map and have
 LS0104.an estimated accuracy of +/- 6 seconds.
 LS0104
 LS0104.The orthometric height was determined by differential leveling
 LS0104.and adjusted by the National Geodetic Survey in 1992..
 LS0104.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0104.rate of 0.0 thru 1.0 mm/km.
 LS0104
 LS0104.The geoid height was determined by GEOID03.
 LS0104
 LS0104.The dynamic height is computed by dividing the NAVD 88
 LS0104.geopotential number by the normal gravity value computed on the
 LS0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0104.degrees latitude (g = 980.6199 gals.).
 LS0104
 LS0104.The modeled gravity was interpolated from observed gravity values.
 LS0104
 LS0104;                    North         East    Units  Estimated Accuracy
 LS0104;SPC NV W     - 4,687,560.      834,120.      MT  (+/- 180 meters Scaled)
 LS0104
 LS0104                          SUPERSEDED SURVEY CONTROL
 LS0104
 LS0104  NGVD 29 (??/??/92) 1276.533  (m)         4188.09   (f) ADJ UNCH    2 0
 LS0104
 LS0104.Superseded values are not recommended for survey control.
 LS0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0104.See file dsdata.txt to determine how the superseded data were derived.
 LS0104
 LS0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF008332(NAD 83)
 LS0104_MARKER: DB = BENCH MARK DISK
 LS0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0104_STAMPING: L 74 1934
 LS0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0104+STABILITY: SURFACE MOTION
 LS0104
 LS0104  HISTORY     - Date     Condition        Report By
 LS0104  HISTORY     - 1934     MONUMENTED       CGS
 LS0104  HISTORY     - 1977     MARK NOT FOUND   USGS
 LS0104
 LS0104                          STATION DESCRIPTION
 LS0104
 LS0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0104'3.8 MI E FROM VENADA.
 LS0104'3.8 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE SECTION
 LS0104'HOUSE AT VENADA, HUMBOLDT COUNTY, 0.3 MILE WEST OF THE SIDING AT
 LS0104'GASKELL, 15 FEET WEST OF MILEPOST 508, AND 48 FEET NORTH OF THE
 LS0104'NEAREST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED L 74 1934
 LS0104'AND SET IN THE TOP OF A CONCRETE POST.
 LS0104
 LS0104                          STATION RECOVERY (1977)
 LS0104
 LS0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LS0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0140 ***********************************************************************
 LS0140  DESIGNATION -  L 7=4251.9
 LS0140  PID         -  LS0140
 LS0140  STATE/COUNTY-  NV/PERSHING
 LS0140  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0140
 LS0140                         *CURRENT SURVEY CONTROL
 LS0140  ___________________________________________________________________
 LS0140* NAD 83(1986)-  40 28 20.     (N)    118 17 34.     (W)     SCALED    
 LS0140* NAVD 88     -      1297.119  (meters)    4255.63   (feet)  ADJUSTED  
 LS0140  ___________________________________________________________________
 LS0140  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 LS0140  DYNAMIC HT  -        1296.080 (meters)    4252.22  (feet)  COMP
 LS0140  MODELED GRAV-     979,779.5   (mgal)                       NAVD 88
 LS0140
 LS0140  VERT ORDER  -  FIRST     CLASS II
 LS0140
 LS0140.The horizontal coordinates were scaled from a topographic map and have
 LS0140.an estimated accuracy of +/- 6 seconds.
 LS0140
 LS0140.The orthometric height was determined by differential leveling
 LS0140.and adjusted by the National Geodetic Survey in June 1991..
 LS0140
 LS0140.The geoid height was determined by GEOID03.
 LS0140
 LS0140.The dynamic height is computed by dividing the NAVD 88
 LS0140.geopotential number by the normal gravity value computed on the
 LS0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0140.degrees latitude (g = 980.6199 gals.).
 LS0140
 LS0140.The modeled gravity was interpolated from observed gravity values.
 LS0140
 LS0140;                    North         East    Units  Estimated Accuracy
 LS0140;SPC NV W     - 4,635,080.      824,640.      MT  (+/- 180 meters Scaled)
 LS0140
 LS0140                          SUPERSEDED SURVEY CONTROL
 LS0140
 LS0140  NGVD 29 (??/??/92) 1296.13   (m)         4252.4    (f) COMPUTED    1 2
 LS0140
 LS0140.Superseded values are not recommended for survey control.
 LS0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0140.See file dsdata.txt to determine how the superseded data were derived.
 LS0140
 LS0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE904809(NAD 83)
 LS0140_MARKER: B = BOLT
 LS0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LS0140_SP_SET: ABUTMENT
 LS0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LS0140
 LS0140  HISTORY     - Date     Condition        Report By
 LS0140  HISTORY     - UNK      MONUMENTED       SPRR
 LS0140  HISTORY     - 1953     GOOD             NGS
 LS0140
 LS0140                          STATION DESCRIPTION
 LS0140
 LS0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LS0140'1.8 MI N FROM RYE PATCH.
 LS0140'1.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0140'SIDING SIGN AT RYE PATCH, AT WOODEN BRIDGE 367.71, IN THE TOP OF THE
 LS0140'EAST END OF THE NORTH CONCRETE ABUTMENT, 7.2 FEET EAST OF THE EAST
 LS0140'RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0209 ***********************************************************************
 MU0209  DESIGNATION -  L 75
 MU0209  PID         -  MU0209
 MU0209  STATE/COUNTY-  NV/HUMBOLDT
 MU0209  USGS QUAD   -  THE KNOLLS (1980)
 MU0209
 MU0209                         *CURRENT SURVEY CONTROL
 MU0209  ___________________________________________________________________
 MU0209* NAD 83(1986)-  41 07 38.     (N)    117 05 33.     (W)     SCALED    
 MU0209* NAVD 88     -      1413.686  (meters)    4638.07   (feet)  POSTED    
 MU0209  ___________________________________________________________________
 MU0209  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 MU0209  DYNAMIC HT  -        1412.630 (meters)    4634.60  (feet)  COMP
 MU0209  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 MU0209
 MU0209  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MU0209
 MU0209.The horizontal coordinates were scaled from a topographic map and have
 MU0209.an estimated accuracy of +/- 6 seconds.
 MU0209
 MU0209.The orthometric height was determined by differential leveling
 MU0209.and adjusted by the National Geodetic Survey in 1992..
 MU0209.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MU0209.rate of 2.1 thru 3.0 mm/km.
 MU0209
 MU0209.The geoid height was determined by GEOID03.
 MU0209
 MU0209.The dynamic height is computed by dividing the NAVD 88
 MU0209.geopotential number by the normal gravity value computed on the
 MU0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0209.degrees latitude (g = 980.6199 gals.).
 MU0209
 MU0209.The modeled gravity was interpolated from observed gravity values.
 MU0209
 MU0209;                    North         East    Units  Estimated Accuracy
 MU0209;SPC NV W     - 4,708,840.      925,180.      MT  (+/- 180 meters Scaled)
 MU0209
 MU0209                          SUPERSEDED SURVEY CONTROL
 MU0209
 MU0209  NGVD 29 (??/??/92) 1412.686  (m)         4634.79   (f) ADJ UNCH    2 0
 MU0209
 MU0209.Superseded values are not recommended for survey control.
 MU0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0209.See file dsdata.txt to determine how the superseded data were derived.
 MU0209
 MU0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF922528(NAD 83)
 MU0209_MARKER: DB = BENCH MARK DISK
 MU0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0209_STAMPING: L-75 1934
 MU0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0209+STABILITY: SURFACE MOTION
 MU0209
 MU0209  HISTORY     - Date     Condition        Report By
 MU0209  HISTORY     - 1934     MONUMENTED       CGS
 MU0209  HISTORY     - 1975     GOOD             USGS
 MU0209
 MU0209                          STATION DESCRIPTION
 MU0209
 MU0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0209'17.8 MI SW FROM MIDAS.
 MU0209'17.8 MILES SOUTHWEST OF MIDAS POST OFFICE 48 FEET SOUTHEAST OF CENTER
 MU0209'LINE OF ROAD FROM GOLCONDA TO MIDAS.
 MU0209
 MU0209                          STATION RECOVERY (1975)
 MU0209
 MU0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MU0209'IN HUMBOLDT COUNTY, 18.3 MI. SW ALONG STATE HWY 18 TOWARD GOLCONDA
 MU0209'FROM THE P.O. IN MIDAS, ELKO COUNTY. 46 FT. SE OF THE CENTERLINE OF
 MU0209'STATE HWY 18. A STANDARD DISK STAMPED L 75 1934 AND SET IN THE TOP OF
 MU0209'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0097 ***********************************************************************
 MU0097  DESIGNATION -  L 76
 MU0097  PID         -  MU0097
 MU0097  STATE/COUNTY-  NV/ELKO
 MU0097  USGS QUAD   -  SUGARLOAF BUTTE (1970)
 MU0097
 MU0097                         *CURRENT SURVEY CONTROL
 MU0097  ___________________________________________________________________
 MU0097* NAD 83(1986)-  41 12 33.     (N)    116 20 55.     (W)     SCALED    
 MU0097* NAVD 88     -      1829.139  (meters)    6001.10   (feet)  POSTED    
 MU0097  ___________________________________________________________________
 MU0097  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 MU0097  DYNAMIC HT  -        1827.600 (meters)    5996.05  (feet)  COMP
 MU0097  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 MU0097
 MU0097  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0097
 MU0097.The horizontal coordinates were scaled from a topographic map and have
 MU0097.an estimated accuracy of +/- 6 seconds.
 MU0097
 MU0097.The orthometric height was determined by differential leveling
 MU0097.and adjusted by the National Geodetic Survey in 1992..
 MU0097.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0097.rate of 0.0 thru 1.0 mm/km.
 MU0097
 MU0097.The geoid height was determined by GEOID03.
 MU0097
 MU0097.The dynamic height is computed by dividing the NAVD 88
 MU0097.geopotential number by the normal gravity value computed on the
 MU0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0097.degrees latitude (g = 980.6199 gals.).
 MU0097
 MU0097.The modeled gravity was interpolated from observed gravity values.
 MU0097
 MU0097;                    North         East    Units  Estimated Accuracy
 MU0097;SPC NV E     - 8,717,160.      135,820.      MT  (+/- 180 meters Scaled)
 MU0097
 MU0097                          SUPERSEDED SURVEY CONTROL
 MU0097
 MU0097  NGVD 29 (??/??/92) 1827.966  (m)         5997.25   (f) ADJ UNCH    2 0
 MU0097
 MU0097.Superseded values are not recommended for survey control.
 MU0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0097.See file dsdata.txt to determine how the superseded data were derived.
 MU0097
 MU0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF546621(NAD 83)
 MU0097_MARKER: DB = BENCH MARK DISK
 MU0097_SETTING: 0 = UNSPECIFIED SETTING
 MU0097_STAMPING: L 76 1934
 MU0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0097
 MU0097  HISTORY     - Date     Condition        Report By
 MU0097  HISTORY     - 1934     MONUMENTED       CGS
 MU0097  HISTORY     - 1969     GOOD             USGS
 MU0097
 MU0097                          STATION DESCRIPTION
 MU0097
 MU0097'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MU0097'12.4 MI SW FROM TUSCARORA.
 MU0097'12.4 MILES SOUTHWEST ALONG THE MIDAS ROAD FROM TUSCARORA 1.1 MILES
 MU0097'SOUTHEAST ALONG MAIN ROAD FROM THE MAIN STREET JUNCTION IN TUSCARORA
 MU0097'TO STATE ROUTE 18.  THENCE WESTERLY 11.7 MILES ALONG STATE ROUTE 18.
 MU0097'THE TABLET IS 70 FT. SOUTHEAST OF THE PRESENT ROAD AND IS 1.5 FT.
 MU0097'NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0144 ***********************************************************************
 LR0144  DESIGNATION -  L 77
 LR0144  PID         -  LR0144
 LR0144  STATE/COUNTY-  NV/EUREKA
 LR0144  USGS QUAD   -  MINERAL HILL NW (1986)
 LR0144
 LR0144                         *CURRENT SURVEY CONTROL
 LR0144  ___________________________________________________________________
 LR0144* NAD 83(1986)-  40 12 33.     (N)    116 10 43.     (W)     SCALED    
 LR0144* NAVD 88     -      1630.546  (meters)    5349.55   (feet)  ADJUSTED  
 LR0144  ___________________________________________________________________
 LR0144  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 LR0144  DYNAMIC HT  -        1629.040 (meters)    5344.61  (feet)  COMP
 LR0144  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 LR0144
 LR0144  VERT ORDER  -  SECOND    CLASS 0
 LR0144
 LR0144.The horizontal coordinates were scaled from a topographic map and have
 LR0144.an estimated accuracy of +/- 6 seconds.
 LR0144
 LR0144.The orthometric height was determined by differential leveling
 LR0144.and adjusted by the National Geodetic Survey in June 1991..
 LR0144
 LR0144.The geoid height was determined by GEOID03.
 LR0144
 LR0144.The dynamic height is computed by dividing the NAVD 88
 LR0144.geopotential number by the normal gravity value computed on the
 LR0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0144.degrees latitude (g = 980.6199 gals.).
 LR0144
 LR0144.The modeled gravity was interpolated from observed gravity values.
 LR0144
 LR0144;                    North         East    Units  Estimated Accuracy
 LR0144;SPC NV E     - 8,606,010.      149,330.      MT  (+/- 180 meters Scaled)
 LR0144
 LR0144                          SUPERSEDED SURVEY CONTROL
 LR0144
 LR0144  NGVD 29 (??/??/92) 1629.387  (m)         5345.75   (f) ADJ UNCH    2 0
 LR0144
 LR0144.Superseded values are not recommended for survey control.
 LR0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0144.See file dsdata.txt to determine how the superseded data were derived.
 LR0144
 LR0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE699512(NAD 83)
 LR0144_MARKER: DB = BENCH MARK DISK
 LR0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0144_STAMPING: L 77 1934
 LR0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0144+STABILITY: SURFACE MOTION
 LR0144
 LR0144  HISTORY     - Date     Condition        Report By
 LR0144  HISTORY     - 1934     MONUMENTED       CGS
 LR0144  HISTORY     - 19831031 MARK NOT FOUND   USGS
 LR0144  HISTORY     - 19831031 MARK NOT FOUND   USPSQD
 LR0144
 LR0144                          STATION DESCRIPTION
 LR0144
 LR0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0144'14.0 MI N FROM ALPHA.
 LR0144'ABOUT 14.0 MILES NORTH ALONG THE ROAD LEADING TO PALISADE FROM ALPHA,
 LR0144'EUREKA COUNTY, ABOUT 1.5 MILES SOUTH OF THE SIDING AT BLACKBURN, AND
 LR0144'40 FEET WEST OF THE NEAREST RAIL OF THE EUREKA NEVADA RAILWAY.  A
 LR0144'STANDARD DISK, STAMPED L 77 1934 AND SET IN THE TOP OF A CONCRETE
 LR0144'POST.
 LR0144
 LR0144                          STATION RECOVERY (1983)
 LR0144
 LR0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (CDL)
 LR0144'MARK NOT FOUND.
 LR0144
 LR0144                          STATION RECOVERY (1983)
 LR0144
 LR0144'RECOVERY NOTE BY US POWER SQUADRON 1983 (CDL)
 LR0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0044 ***********************************************************************
 KQ0044  DESIGNATION -  L 78
 KQ0044  PID         -  KQ0044
 KQ0044  STATE/COUNTY-  NV/EUREKA
 KQ0044  USGS QUAD   -  TONKIN SUMMIT (1986)
 KQ0044
 KQ0044                         *CURRENT SURVEY CONTROL
 KQ0044  ___________________________________________________________________
 KQ0044* NAD 83(1986)-  39 54 39.     (N)    116 24 37.     (W)     SCALED    
 KQ0044* NAVD 88     -      1981.888  (meters)    6502.24   (feet)  ADJUSTED  
 KQ0044  ___________________________________________________________________
 KQ0044  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 KQ0044  DYNAMIC HT  -        1979.944 (meters)    6495.87  (feet)  COMP
 KQ0044  MODELED GRAV-     979,573.9   (mgal)                       NAVD 88
 KQ0044
 KQ0044  VERT ORDER  -  SECOND    CLASS 0
 KQ0044
 KQ0044.The horizontal coordinates were scaled from a topographic map and have
 KQ0044.an estimated accuracy of +/- 6 seconds.
 KQ0044
 KQ0044.The orthometric height was determined by differential leveling
 KQ0044.and adjusted by the National Geodetic Survey in June 1991..
 KQ0044
 KQ0044.The geoid height was determined by GEOID03.
 KQ0044
 KQ0044.The dynamic height is computed by dividing the NAVD 88
 KQ0044.geopotential number by the normal gravity value computed on the
 KQ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0044.degrees latitude (g = 980.6199 gals.).
 KQ0044
 KQ0044.The modeled gravity was interpolated from observed gravity values.
 KQ0044
 KQ0044;                    North         East    Units  Estimated Accuracy
 KQ0044;SPC NV E     - 8,573,040.      129,300.      MT  (+/- 180 meters Scaled)
 KQ0044
 KQ0044                          SUPERSEDED SURVEY CONTROL
 KQ0044
 KQ0044  NGVD 29 (??/??/92) 1980.627  (m)         6498.11   (f) ADJ UNCH    2 0
 KQ0044
 KQ0044.Superseded values are not recommended for survey control.
 KQ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0044.See file dsdata.txt to determine how the superseded data were derived.
 KQ0044
 KQ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE504180(NAD 83)
 KQ0044_MARKER: DB = BENCH MARK DISK
 KQ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0044_STAMPING: L 78 1934
 KQ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0044+STABILITY: SURFACE MOTION
 KQ0044
 KQ0044  HISTORY     - Date     Condition        Report By
 KQ0044  HISTORY     - 1934     MONUMENTED       CGS
 KQ0044
 KQ0044                          STATION DESCRIPTION
 KQ0044
 KQ0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KQ0044'2.0 MI SW FROM TONKIN.
 KQ0044'ABOUT 2.0 MILES SOUTHWEST ALONG THE ROAD TO THE FORK OF ROADS LEADING
 KQ0044'TO EUREKA AND TO BAUMANN RANCH FROM TONKIN, EUREKA COUNTY, ABOUT 0.4
 KQ0044'MILE NORTHEAST OF THE ROAD CROSSING TONKIN CREEK, ON THE TOP OF THE
 KQ0044'SECOND RIDGE SOUTH OF TONKIN, AND 37 FEET NORTH OF THE CENTER LINE OF
 KQ0044'THE ROAD.  A STANDARD DISK, STAMPED L 78 1934 AND SET IN THE TOP OF A
 KQ0044'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0871 ***********************************************************************
 KR0871  DESIGNATION -  L 8 A
 KR0871  PID         -  KR0871
 KR0871  STATE/COUNTY-  NV/LYON
 KR0871  USGS QUAD   -  MASON BUTTE (1993)
 KR0871
 KR0871                         *CURRENT SURVEY CONTROL
 KR0871  ___________________________________________________________________
 KR0871* NAD 83(1986)-  39 01 21.     (N)    119 13 08.     (W)     SCALED    
 KR0871* NAVD 88     -      1340.52   (+/-2cm)    4398.0    (feet)  VERTCON   
 KR0871  ___________________________________________________________________
 KR0871  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 KR0871
 KR0871  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0871
 KR0871.The horizontal coordinates were scaled from a topographic map and have
 KR0871.an estimated accuracy of +/- 6 seconds.
 KR0871
 KR0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0871.The vertical order pertains to the NGVD 29 superseded value.
 KR0871
 KR0871.The geoid height was determined by GEOID03.
 KR0871
 KR0871;                    North         East    Units  Estimated Accuracy
 KR0871;SPC NV W     - 4,474,290.      744,970.      MT  (+/- 180 meters Scaled)
 KR0871
 KR0871                          SUPERSEDED SURVEY CONTROL
 KR0871
 KR0871  NGVD 29 (??/??/92) 1339.478  (m)         4394.60   (f) ADJ UNCH    2 0
 KR0871
 KR0871.Superseded values are not recommended for survey control.
 KR0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0871.See file dsdata.txt to determine how the superseded data were derived.
 KR0871
 KR0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD079216(NAD 83)
 KR0871_MARKER: DB = BENCH MARK DISK
 KR0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0871_STAMPING: 1-8-2.
 KR0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0871+STABILITY: SURFACE MOTION
 KR0871
 KR0871  HISTORY     - Date     Condition        Report By
 KR0871  HISTORY     - UNK      MONUMENTED       CGS
 KR0871  HISTORY     - 1951     GOOD             NGS
 KR0871  HISTORY     - 1970     GOOD             NGS
 KR0871
 KR0871                          STATION DESCRIPTION
 KR0871
 KR0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0871'6.4 MI NW FROM YERINGTON.
 KR0871'4.1 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE COURTHOUSE IN
 KR0871'YERINGTON, THENCE 2.1 MILES WEST ALONG A DIRT ROAD, THENCE 0.2 MILES
 KR0871'ALONG AN ELECTRIC POWER LINE, 200 FEET WEST OF A DIRT ROAD RUNNING
 KR0871'NORTH AND SOUTH, 24 FEET EAST OF THE CENTER OF A TRACK ROAD, 8.4 FEET
 KR0871'NORTH OF POWER LINE POLE NO. 15828, 2 FEET SOUTH OF A WITNESS POST,
 KR0871'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FEET ABOVE THE
 KR0871'GROUND.
 KR0871
 KR0871                          STATION RECOVERY (1970)
 KR0871
 KR0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KR0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0280 ***********************************************************************
 MU0280  DESIGNATION -  L 80
 MU0280  PID         -  MU0280
 MU0280  STATE/COUNTY-  NV/HUMBOLDT
 MU0280  USGS QUAD   -  WILLOW CREEK RANCH (1991)
 MU0280
 MU0280                         *CURRENT SURVEY CONTROL
 MU0280  ___________________________________________________________________
 MU0280* NAD 83(1986)-  41 44 57.     (N)    117 45 26.     (W)     SCALED    
 MU0280* NAVD 88     -      1346.102  (meters)    4416.34   (feet)  ADJUSTED  
 MU0280  ___________________________________________________________________
 MU0280  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 MU0280  DYNAMIC HT  -        1345.172 (meters)    4413.29  (feet)  COMP
 MU0280  MODELED GRAV-     979,885.3   (mgal)                       NAVD 88
 MU0280
 MU0280  VERT ORDER  -  SECOND    CLASS 0
 MU0280
 MU0280.The horizontal coordinates were scaled from a topographic map and have
 MU0280.an estimated accuracy of +/- 6 seconds.
 MU0280
 MU0280.The orthometric height was determined by differential leveling
 MU0280.and adjusted by the National Geodetic Survey in June 1991..
 MU0280
 MU0280.The geoid height was determined by GEOID03.
 MU0280
 MU0280.The dynamic height is computed by dividing the NAVD 88
 MU0280.geopotential number by the normal gravity value computed on the
 MU0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0280.degrees latitude (g = 980.6199 gals.).
 MU0280
 MU0280.The modeled gravity was interpolated from observed gravity values.
 MU0280
 MU0280;                    North         East    Units  Estimated Accuracy
 MU0280;SPC NV W     - 4,777,170.      868,710.      MT  (+/- 180 meters Scaled)
 MU0280
 MU0280                          SUPERSEDED SURVEY CONTROL
 MU0280
 MU0280  NGVD 29 (??/??/92) 1344.982  (m)         4412.66   (f) ADJ UNCH    2 0
 MU0280
 MU0280.Superseded values are not recommended for survey control.
 MU0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0280.See file dsdata.txt to determine how the superseded data were derived.
 MU0280
 MU0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG370222(NAD 83)
 MU0280_MARKER: DB = BENCH MARK DISK
 MU0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0280_STAMPING: L 80 1934
 MU0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0280+STABILITY: SURFACE MOTION
 MU0280
 MU0280  HISTORY     - Date     Condition        Report By
 MU0280  HISTORY     - 1934     MONUMENTED       CGS
 MU0280
 MU0280                          STATION DESCRIPTION
 MU0280
 MU0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0280'12.6 MI N FROM OROVADA.
 MU0280'12.6 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 MU0280'OROVADA, HUMBOLDT COUNTY, 100 FEET SOUTH OF A CULVERT, 50 FEET EAST OF
 MU0280'THE CENTERLINE OF THE HIGHWAY, AND SURROUNDED BY SAGEBRUSH.  A
 MU0280'STANDARD DISK, STAMPED L 80 1934 AND SET IN THE TOP OF A CONCRETE
 MU0280'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0123 ***********************************************************************
 LR0123  DESIGNATION -  L 82
 LR0123  PID         -  LR0123
 LR0123  STATE/COUNTY-  NV/EUREKA
 LR0123  USGS QUAD   -  BEOWAWE (1986)
 LR0123
 LR0123                         *CURRENT SURVEY CONTROL
 LR0123  ___________________________________________________________________
 LR0123* NAD 83(1986)-  40 33 40.     (N)    116 29 17.     (W)     SCALED    
 LR0123* NAVD 88     -      1437.376  (meters)    4715.79   (feet)  ADJUSTED  
 LR0123  ___________________________________________________________________
 LR0123  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 LR0123  DYNAMIC HT  -        1436.203 (meters)    4711.94  (feet)  COMP
 LR0123  MODELED GRAV-     979,758.6   (mgal)                       NAVD 88
 LR0123
 LR0123  VERT ORDER  -  SECOND    CLASS 0
 LR0123
 LR0123.The horizontal coordinates were scaled from a topographic map and have
 LR0123.an estimated accuracy of +/- 6 seconds.
 LR0123
 LR0123.The orthometric height was determined by differential leveling
 LR0123.and adjusted by the National Geodetic Survey in June 1991..
 LR0123
 LR0123.The geoid height was determined by GEOID03.
 LR0123
 LR0123.The dynamic height is computed by dividing the NAVD 88
 LR0123.geopotential number by the normal gravity value computed on the
 LR0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0123.degrees latitude (g = 980.6199 gals.).
 LR0123
 LR0123.The modeled gravity was interpolated from observed gravity values.
 LR0123
 LR0123;                    North         East    Units  Estimated Accuracy
 LR0123;SPC NV E     - 8,645,310.      123,390.      MT  (+/- 180 meters Scaled)
 LR0123
 LR0123                          SUPERSEDED SURVEY CONTROL
 LR0123
 LR0123  NGVD 29 (??/??/92) 1436.294  (m)         4712.24   (f) ADJ UNCH    2 0
 LR0123
 LR0123.Superseded values are not recommended for survey control.
 LR0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0123.See file dsdata.txt to determine how the superseded data were derived.
 LR0123
 LR0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE433901(NAD 83)
 LR0123_MARKER: DB = BENCH MARK DISK
 LR0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0123_STAMPING: L-82 1934
 LR0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0123+STABILITY: SURFACE MOTION
 LR0123
 LR0123  HISTORY     - Date     Condition        Report By
 LR0123  HISTORY     - 1934     MONUMENTED       CGS
 LR0123  HISTORY     - 1983     MARK NOT FOUND   USGS
 LR0123
 LR0123                          STATION DESCRIPTION
 LR0123
 LR0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0123'2.5 MI SW FROM BEOWAWE.
 LR0123'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE SOUTHERN PACIFIC
 LR0123'CO. RAILROAD STATION AT BEOWAWE, EUREKA COUNTY, AND 40 FEET EAST OF
 LR0123'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK STAMPED L 82 1934 AND
 LR0123'SET IN THE TOP OF A CONCRETE POST.
 LR0123
 LR0123                          STATION RECOVERY (1983)
 LR0123
 LR0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0107 ***********************************************************************
 LR0107  DESIGNATION -  L 87
 LR0107  PID         -  LR0107
 LR0107  STATE/COUNTY-  NV/EUREKA
 LR0107  USGS QUAD   -  BOBS FLAT (1986)
 LR0107
 LR0107                         *CURRENT SURVEY CONTROL
 LR0107  ___________________________________________________________________
 LR0107* NAD 83(1986)-  40 39 25.     (N)    116 24 00.     (W)     SCALED    
 LR0107* NAVD 88     -      1548.923  (meters)    5081.76   (feet)  ADJUSTED  
 LR0107  ___________________________________________________________________
 LR0107  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 LR0107  DYNAMIC HT  -        1547.641 (meters)    5077.55  (feet)  COMP
 LR0107  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 LR0107
 LR0107  VERT ORDER  -  FIRST     CLASS II
 LR0107
 LR0107.The horizontal coordinates were scaled from a topographic map and have
 LR0107.an estimated accuracy of +/- 6 seconds.
 LR0107
 LR0107.The orthometric height was determined by differential leveling
 LR0107.and adjusted by the National Geodetic Survey in June 1991..
 LR0107.WARNING-Repeat measurements at this control monument indicate possible
 LR0107.vertical movement.
 LR0107
 LR0107.The geoid height was determined by GEOID03.
 LR0107
 LR0107.The dynamic height is computed by dividing the NAVD 88
 LR0107.geopotential number by the normal gravity value computed on the
 LR0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0107.degrees latitude (g = 980.6199 gals.).
 LR0107
 LR0107.The modeled gravity was interpolated from observed gravity values.
 LR0107
 LR0107;                    North         East    Units  Estimated Accuracy
 LR0107;SPC NV E     - 8,655,870.      130,940.      MT  (+/- 180 meters Scaled)
 LR0107
 LR0107                          SUPERSEDED SURVEY CONTROL
 LR0107
 LR0107  NGVD 29 (??/??/92) 1547.793  (m)         5078.05   (f) ADJ UNCH    1 2
 LR0107
 LR0107.Superseded values are not recommended for survey control.
 LR0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0107.See file dsdata.txt to determine how the superseded data were derived.
 LR0107
 LR0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF507008(NAD 83)
 LR0107_MARKER: DB = BENCH MARK DISK
 LR0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0107_STAMPING: L 87 1958
 LR0107_MARK LOGO: CGS   
 LR0107_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0107+STABILITY: SURFACE MOTION
 LR0107
 LR0107  HISTORY     - Date     Condition        Report By
 LR0107  HISTORY     - 1958     MONUMENTED       CGS
 LR0107  HISTORY     - 1984     GOOD             NGS
 LR0107
 LR0107                          STATION DESCRIPTION
 LR0107
 LR0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0107'7.7 MI SE FROM DUNPHY.
 LR0107'7.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE SOUTHERN PACIFIC
 LR0107'RAILROAD OVERPASS AT DUNPHY, 108.0 FEET NORTH OF THE CENTERLINE OF THE
 LR0107'HIGHWAY, 2.6 FEET SOUTH OF A FENCE LINE, 5.0 FEET WEST OF A WITNESS
 LR0107'POST, SET IN A ROUND CONCRETE POST, AND ABOUT 2 FEET HIGHER THAN THE
 LR0107'HIGHWAY.
 LR0107
 LR0107                          STATION RECOVERY (1984)
 LR0107
 LR0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0107'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  26.65 KM
 LR0107'(16.6 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF STATE
 LR0107'HIGHWAY 278 AT CARLIN, 0.55 KM (0.35 MI) SOUTHEAST OF MILEPOST 263,
 LR0107'36.7 METERS (120.5 FT) NORTHEAST OF THE WEST BOUND HIGHWAY CENTERLINE,
 LR0107'24.1 METERS (82.5 FT) WEST OF THE NORTHWEST END OF A WOODEN BRACE IN
 LR0107'THE RIGHT OF WAY FENCE AND 24.4 METERS (80 FT) SOUTHEAST OF THE RIGHT
 LR0107'OF WAY FENCE.
 LR0107'THE MARK IS 1.5 METERS  NW FROM A WITNESS POST.
 LR0107'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0381 ***********************************************************************
 JR0381  DESIGNATION -  L 9
 JR0381  PID         -  JR0381
 JR0381  STATE/COUNTY-  NV/LYON
 JR0381  USGS QUAD   -  YERINGTON (1986)
 JR0381
 JR0381                         *CURRENT SURVEY CONTROL
 JR0381  ___________________________________________________________________
 JR0381* NAD 83(1986)-  38 59 00.     (N)    119 10 50.     (W)     SCALED    
 JR0381* NAVD 88     -      1344.34   (+/-2cm)    4410.6    (feet)  VERTCON   
 JR0381  ___________________________________________________________________
 JR0381  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 JR0381
 JR0381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0381
 JR0381.The horizontal coordinates were scaled from a topographic map and have
 JR0381.an estimated accuracy of +/- 6 seconds.
 JR0381
 JR0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0381.The vertical order pertains to the NGVD 29 superseded value.
 JR0381
 JR0381.The geoid height was determined by GEOID03.
 JR0381
 JR0381;                    North         East    Units  Estimated Accuracy
 JR0381;SPC NV W     - 4,469,920.      748,260.      MT  (+/- 180 meters Scaled)
 JR0381
 JR0381                          SUPERSEDED SURVEY CONTROL
 JR0381
 JR0381  NGVD 29 (??/??/92) 1343.301  (m)         4407.15   (f) ADJ UNCH    2 0
 JR0381
 JR0381.Superseded values are not recommended for survey control.
 JR0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0381.See file dsdata.txt to determine how the superseded data were derived.
 JR0381
 JR0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD111171(NAD 83)
 JR0381_MARKER: DB = BENCH MARK DISK
 JR0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0381_STAMPING: 1 9 1
 JR0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0381+STABILITY: SURFACE MOTION
 JR0381
 JR0381  HISTORY     - Date     Condition        Report By
 JR0381  HISTORY     - UNK      MONUMENTED       NVGS
 JR0381  HISTORY     - 1951     GOOD             NGS
 JR0381
 JR0381                          STATION DESCRIPTION
 JR0381
 JR0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0381'1.2 MI W FROM YERINGTON.
 JR0381'1.2 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0381'YERINGTON, 0.1 MILES WEST OF A SHARP CURVE IN THE HIGHWAY,
 JR0381'ABOUT 150 YARDS SOUTH OF THE SOUTH CORNER OF A WIRE FENCE AROUND
 JR0381'A TEXACO GAS PLANT, 0.8 MILES SOUTH OF BENCH MARK J 320, 57
 JR0381'FEET SOUTHEAST OF A ROAD RUNNING NORTH AND SOUTH, 6.2 FEET
 JR0381'NORTHWEST OF A TELEPHONE POLE, 2 FEET WEST OF A WITNESS POST,
 JR0381'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FEET ABOVE
 JR0381'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0354 ***********************************************************************
 JR0354  DESIGNATION -  L 9 A
 JR0354  PID         -  JR0354
 JR0354  STATE/COUNTY-  NV/LYON
 JR0354  USGS QUAD   -  YERINGTON (1986)
 JR0354
 JR0354                         *CURRENT SURVEY CONTROL
 JR0354  ___________________________________________________________________
 JR0354* NAD 83(1986)-  38 58 52.     (N)    119 11 05.     (W)     SCALED    
 JR0354* NAVD 88     -      1341.04   (+/-2cm)    4399.7    (feet)  VERTCON   
 JR0354  ___________________________________________________________________
 JR0354  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 JR0354
 JR0354  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0354
 JR0354.The horizontal coordinates were scaled from a topographic map and have
 JR0354.an estimated accuracy of +/- 6 seconds.
 JR0354
 JR0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0354.The vertical order pertains to the NGVD 29 superseded value.
 JR0354
 JR0354.The geoid height was determined by GEOID03.
 JR0354
 JR0354;                    North         East    Units  Estimated Accuracy
 JR0354;SPC NV W     - 4,469,670.      747,900.      MT  (+/- 180 meters Scaled)
 JR0354
 JR0354                          SUPERSEDED SURVEY CONTROL
 JR0354
 JR0354  NGVD 29 (??/??/92) 1339.998  (m)         4396.31   (f) ADJ UNCH    2 0
 JR0354
 JR0354.Superseded values are not recommended for survey control.
 JR0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0354.See file dsdata.txt to determine how the superseded data were derived.
 JR0354
 JR0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD107169(NAD 83)
 JR0354_MARKER: DD = SURVEY DISK
 JR0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0354_STAMPING: 1 9 2
 JR0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0354+STABILITY: SURFACE MOTION
 JR0354
 JR0354  HISTORY     - Date     Condition        Report By
 JR0354  HISTORY     - UNK      MONUMENTED       NVGS
 JR0354  HISTORY     - 1951     GOOD             NGS
 JR0354
 JR0354                          STATION DESCRIPTION
 JR0354
 JR0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0354'1.4 MI W FROM YERINGTON.
 JR0354'1.2 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE AT
 JR0354'YERINGTON, THENCE 0.25 MILES SOUTH ALONG A GRVEL ROAD LEADING
 JR0354'TO MASON, ABOUT 200 YARDS SOUTH OF THE Y JUNCTION OF A ROAD
 JR0354'LEADING NORTH TO OIL STORAGE YARDS, 54 FEET WEST OF THE CENTER
 JR0354'OF THE ROAD, 49 FEET EAST OF THE CENER OF AN OLD RAILROAD BED,
 JR0354'2.5 FEET SOUTH OF A WITNESS POST, 0.15 MILES NORTH OF A Y
 JR0354'JUNCTION OF A ROAD LEADING WEST TO A SAND PIT, AND SET IN
 JR0354'THE TOP OF A CONCRETE POST PROJECTING 1.1 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1797 ***********************************************************************
 GR1797  DESIGNATION -  LA MADRE
 GR1797  PID         -  GR1797
 GR1797  STATE/COUNTY-  NV/CLARK
 GR1797  USGS QUAD   -  LA MADRE MTN (1982)
 GR1797
 GR1797                         *CURRENT SURVEY CONTROL
 GR1797  ___________________________________________________________________
 GR1797* NAD 83(1994)-  36 12 44.89498(N)    115 27 32.41858(W)     ADJUSTED  
 GR1797* NAVD 88     -      2485.6    (meters)    8155.     (feet)  VERTCON   
 GR1797  ___________________________________________________________________
 GR1797  LAPLACE CORR-         -11.69  (seconds)                    DEFLEC99
 GR1797  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 GR1797
 GR1797  HORZ ORDER  -  THIRD
 GR1797
 GR1797.The horizontal coordinates were established by classical geodetic methods
 GR1797.and adjusted by the National Geodetic Survey in June 1998..
 GR1797
 GR1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1797
 GR1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1797
 GR1797.The geoid height was determined by GEOID03.
 GR1797
 GR1797;                    North         East     Units Scale Factor Converg.
 GR1797;SPC NV E     - 8,162,251.249   211,178.624   MT  0.99990154   +0 04 24.4
 GR1797;SPC NV E     -26,778,985.97    692,841.87   sFT  0.99990154   +0 04 24.4
 GR1797;UTM  11      - 4,008,615.623   638,517.783   MT  0.99983641   +0 54 37.9
 GR1797
 GR1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1797!SPC NV E     -   0.99961419  x   0.99990154  =   0.99951576
 GR1797!UTM  11      -   0.99961419  x   0.99983641  =   0.99945066
 GR1797
 GR1797:                Primary Azimuth Mark                     Grid Az
 GR1797:SPC NV E     -  WILSON                                   189 36 25.3
 GR1797:UTM  11      -  WILSON                                   188 46 11.8
 GR1797
 GR1797|---------------------------------------------------------------------|
 GR1797| PID    Reference Object                     Distance      Geod. Az  |
 GR1797|                                                           dddmmss.s |
 GR1797| GR1809 WILSON                              APPROX.13.4 KM 1894049.7 |
 GR1797|---------------------------------------------------------------------|
 GR1797
 GR1797                          SUPERSEDED SURVEY CONTROL
 GR1797
 GR1797  NAD 83(1992)-  36 12 44.89758(N)    115 27 32.42364(W) AD(       ) 3
 GR1797  NAD 83(1992)-  36 12 44.89407(N)    115 27 32.42195(W) AD(       ) 3
 GR1797  NAD 83(1986)-  36 12 44.89121(N)    115 27 32.41711(W) AD(       ) 3
 GR1797  NGVD 29 (05/01/88) 2484.7    (m)         8152.     (f) VERT ANG       
 GR1797
 GR1797.Superseded values are not recommended for survey control.
 GR1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1797.See file dsdata.txt to determine how the superseded data were derived.
 GR1797
 GR1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA3851808616(NAD 83)
 GR1797_MARKER: DS = TRIANGULATION STATION DISK
 GR1797_SETTING: 66 = SET IN ROCK OUTCROP
 GR1797_SP_SET: SET IN BEDROCK
 GR1797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1797+STABILITY: POSITION/ELEVATION WELL
 GR1797
 GR1797  HISTORY     - Date     Condition        Report By
 GR1797  HISTORY     - 1950     MONUMENTED       USGS
 GR1797
 GR1797                          STATION DESCRIPTION
 GR1797
 GR1797'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GR1797'LOCATED ABOUT 21 MI WNW. OF LAS VEGAS, 11 MI N. OF WILSONS RANCH,
 GR1797'6 MI S. OF KYLE CANYON RD.  ON NORTHEAST AND HIGHEST OF DOUBLE
 GR1797'TOP ON LA MADRE MTN.
 GR1797'
 GR1797'REACHED BY HELICOPTER FROM LAS VEGAS LANDING ON BENCH ON NORTH
 GR1797'SIDE OF LA MADRE MTN. AND CLIMBING S. UP MAIN N.-S. RIDGE TO TOP
 GR1797'AND STATION.  ABOUT A 2-1/2 HOUR PACK.
 GR1797'
 GR1797'STATION MARK--STANDARD TABLET STAMPED---LA MADRE 1950---, CEMENTED
 GR1797'IN SOLID ROCK.
 GR1797'
 GR1797'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN SOLID ROCK.
 GR1797'
 GR1797'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1868 ***********************************************************************
 GR1868  DESIGNATION -  LA MESA
 GR1868  PID         -  GR1868
 GR1868  STATE/COUNTY-  NV/CLARK
 GR1868  USGS QUAD   -  GOVERNMENT WASH (1970)
 GR1868
 GR1868                         *CURRENT SURVEY CONTROL
 GR1868  ___________________________________________________________________
 GR1868* NAD 83(1994)-  36 09 24.26335(N)    114 45 55.88358(W)     ADJUSTED  
 GR1868* NAVD 88     -       674.7    (meters)    2214.     (feet)  VERTCON   
 GR1868  ___________________________________________________________________
 GR1868  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 GR1868  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GR1868
 GR1868  HORZ ORDER  -  FIRST
 GR1868
 GR1868.The horizontal coordinates were established by classical geodetic methods
 GR1868.and adjusted by the National Geodetic Survey in June 1998..
 GR1868
 GR1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1868
 GR1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1868
 GR1868.The geoid height was determined by GEOID03.
 GR1868
 GR1868;                    North         East     Units Scale Factor Converg.
 GR1868;SPC NV E     - 8,156,370.503   273,583.995   MT  0.99996669   +0 28 57.1
 GR1868;SPC NV E     -26,759,692.23    897,583.49   sFT  0.99996669   +0 28 57.1
 GR1868;UTM  11      - 4,003,646.580   701,004.431   MT  1.00009784   +1 19 07.6
 GR1868
 GR1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1868!SPC NV E     -   0.99989851  x   0.99996669  =   0.99986520
 GR1868!UTM  11      -   0.99989851  x   1.00009784  =   0.99999634
 GR1868
 GR1868|---------------------------------------------------------------------|
 GR1868| PID    Reference Object                     Distance      Geod. Az  |
 GR1868|                                                           dddmmss.s |
 GR1868| CC5506 LA MESA RM 1                          6.900 METERS 01310     |
 GR1868| GR1839 MUDDY PEAK                          APPROX.15.5 KM 0193845.6 |
 GR1868| GR1867 LA MESA CAIRN                         6.096 METERS 23501     |
 GR1868| CC5507 LA MESA RM 2                          5.620 METERS 31659     |
 GR1868| CC5508 LA MESA RM 3 AZIMUTH                               3445220.2 |
 GR1868|---------------------------------------------------------------------|
 GR1868
 GR1868                          SUPERSEDED SURVEY CONTROL
 GR1868
 GR1868  NAD 83(1992)-  36 09 24.26370(N)    114 45 55.88364(W) AD(       ) 1
 GR1868  NAD 83(1992)-  36 09 24.26354(N)    114 45 55.88373(W) AD(       ) 1
 GR1868  NAD 83(1986)-  36 09 24.24993(N)    114 45 55.86824(W) AD(       ) 1
 GR1868  NAD 27      -  36 09 24.32900(N)    114 45 52.92000(W) AD(       ) 1
 GR1868  NGVD 29 (07/19/86)  674.0    (m)         2211.     (f) VERT ANG       
 GR1868
 GR1868.Superseded values are not recommended for survey control.
 GR1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1868.See file dsdata.txt to determine how the superseded data were derived.
 GR1868
 GR1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0100403647(NAD 83)
 GR1868_MARKER: DS = TRIANGULATION STATION DISK
 GR1868_SETTING: 66 = SET IN ROCK OUTCROP
 GR1868
 GR1868  HISTORY     - Date     Condition        Report By
 GR1868  HISTORY     - 1934     MONUMENTED       CGS
 GR1868  HISTORY     - 1935     GOOD             CGS
 GR1868  HISTORY     - 1948     GOOD             USGS
 GR1868  HISTORY     - 1951     GOOD             USGS
 GR1868
 GR1868                          STATION DESCRIPTION
 GR1868
 GR1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 GR1868'STATION IS ON THE SE AND HIGHEST POINT OF THE LARGE FLAT-TOPPED
 GR1868'MESA THAT LIES BETWEEN THE LAS VEGAS AND THE COLLVILLE WASHES,
 GR1868'AT A POINT ABOUT 5 MILES NW OF THE PRESENT BANK OF THE COLORADO
 GR1868'RIVER.  IT IS ABOUT 10 MILES N OF BOULDER DAM.
 GR1868'
 GR1868'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GR1868'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GR1868'
 GR1868'REACHED FROM LAS VEGAS AS FOLLOWS--GO N ON U.S. HIGHWAY 91
 GR1868'FOR 10 MILES (SIGN, LAS VEGAS 10, GLENDALE 39).  TURN RIGHT
 GR1868'(E) ON DIRT ROAD AND GO 4.3 MILES.  TAKE RIGHT FORK AND GO
 GR1868'0.4 MILE.  KEEP LEFT ON MAIN-TRAVELED ROAD AND GO 3.2 MILES.
 GR1868'TAKE LEFT FORK AND GO 12.5 MILES.  CONTINUE STRAIGHT AHEAD
 GR1868'DOWN WASH (SIGN, FT. COLLVILLE).  GO 1.5 MILES, TURN RIGHT
 GR1868'OUT OF MAIN WASH INTO BRANCH WASH THAT RUNS W, GO 0.2 MILE
 GR1868'AND TAKE RIGHT WASH, GO 0.7 MILE AND TAKE LEFT WASH, GO 0.2
 GR1868'MILE AND ASCEND LEFT BANK OF WASH, FOLLOW THE TOP OF THE LOW
 GR1868'RIDGE W, THEN S ABOUT 1 MILE TO END OF TRUCK TRAVEL.  ONLY A
 GR1868'GOOD TRUCK CAN GET OUT OF WASH.  THE STATION CAN BE SEEN
 GR1868'TO THE S FROM THE TOP OF THE LOW RIDGE, AND IS ABOUT 2-1/2
 GR1868'MILES S OF WHERE YOU LEAVE THE WASH.  IT IS A 2-HOUR PACK
 GR1868'FROM WASH OR 1-1/4 HOURS FROM NEARER POINT.
 GR1868
 GR1868                          STATION RECOVERY (1935)
 GR1868
 GR1868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 GR1868'STATION WAS FOUND AS PREVIOUSLY DESCRIBED AND FOUND TO BE
 GR1868'IN GOOD CONDITION.  STATION WAS BUILT AND DESCRIBED IN 1934
 GR1868'BY CHAS. PIERCE.
 GR1868
 GR1868                          STATION RECOVERY (1948)
 GR1868
 GR1868'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 GR1868'RECOVERED IN GOOD CONDITION.
 GR1868
 GR1868                          STATION RECOVERY (1951)
 GR1868
 GR1868'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1867 ***********************************************************************
 GR1867  DESIGNATION -  LA MESA CAIRN
 GR1867  PID         -  GR1867
 GR1867  STATE/COUNTY-  NV/CLARK
 GR1867  USGS QUAD   -  GOVERNMENT WASH (1970)
 GR1867
 GR1867                         *CURRENT SURVEY CONTROL
 GR1867  ___________________________________________________________________
 GR1867* NAD 83(1994)-  36 09 24.14995(N)    114 45 56.08339(W)     ADJUSTED  
 GR1867* NAVD 88     -       675.     (meters)    2215.     (feet)  SCALED    
 GR1867  ___________________________________________________________________
 GR1867  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 GR1867  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GR1867
 GR1867  HORZ ORDER  -  THIRD
 GR1867
 GR1867.The horizontal coordinates were established by classical geodetic methods
 GR1867.and adjusted by the National Geodetic Survey in June 1998..
 GR1867
 GR1867.The orthometric height was scaled from a topographic map.
 GR1867
 GR1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1867
 GR1867.The geoid height was determined by GEOID03.
 GR1867
 GR1867;                    North         East     Units Scale Factor Converg.
 GR1867;SPC NV E     - 8,156,366.966   273,579.030   MT  0.99996669   +0 28 57.0
 GR1867;SPC NV E     -26,759,680.62    897,567.20   sFT  0.99996669   +0 28 57.0
 GR1867;SPC AZ W     -   572,396.500   121,977.806   MT  1.00003619   -0 35 57.2
 GR1867;SPC AZ W     - 1,877,941.27    400,189.65   iFT  1.00003619   -0 35 57.2
 GR1867;UTM  11      - 4,003,642.970   700,999.518   MT  1.00009782   +1 19 07.5
 GR1867
 GR1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1867!SPC NV E     -   0.99989851  x   0.99996669  =   0.99986520
 GR1867!SPC AZ W     -   0.99989851  x   1.00003619  =   0.99993470
 GR1867!UTM  11      -   0.99989851  x   1.00009782  =   0.99999632
 GR1867
 GR1867                          SUPERSEDED SURVEY CONTROL
 GR1867
 GR1867  NAD 83(1994)-  36 09 24.15030(N)    114 45 56.08345(W) AD(       ) 4
 GR1867  NAD 83(1992)-  36 09 24.15030(N)    114 45 56.08345(W) AD(       ) 4
 GR1867  NAD 83(1992)-  36 09 24.15014(N)    114 45 56.08354(W) AD(       ) 4
 GR1867  NAD 83(1986)-  36 09 24.13654(N)    114 45 56.06805(W) AD(       ) 4
 GR1867  NAD 27      -  36 09 24.21600(N)    114 45 53.12000(W) AD(       ) 3
 GR1867
 GR1867.Superseded values are not recommended for survey control.
 GR1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1867.See file dsdata.txt to determine how the superseded data were derived.
 GR1867
 GR1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0100003643(NAD 83)
 GR1867_MARKER: 72 = CAIRN
 GR1867
 GR1867  HISTORY     - Date     Condition        Report By
 GR1867  HISTORY     - 1935     FIRST OBSERVED   CGS
 GR1867
 GR1867                          STATION DESCRIPTION
 GR1867
 GR1867'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0190 ***********************************************************************
 FS0190  DESIGNATION -  LABEL
 FS0190  PID         -  FS0190
 FS0190  STATE/COUNTY-  NV/CLARK
 FS0190  USGS QUAD   -  SLOAN (1989)
 FS0190
 FS0190                         *CURRENT SURVEY CONTROL
 FS0190  ___________________________________________________________________
 FS0190* NAD 83(1994)-  35 52 49.83223(N)    115 13 36.04382(W)     ADJUSTED  
 FS0190* NAVD 88     -       947.060  (meters)    3107.15   (feet)  POSTED    
 FS0190  ___________________________________________________________________
 FS0190  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 FS0190  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0190  DYNAMIC HT  -         946.030 (meters)    3103.77  (feet)  COMP
 FS0190  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 FS0190
 FS0190  HORZ ORDER  -  SECOND
 FS0190  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0190
 FS0190.The horizontal coordinates were established by classical geodetic methods
 FS0190.and adjusted by the National Geodetic Survey in June 1998..
 FS0190
 FS0190.The orthometric height was determined by differential leveling
 FS0190.and adjusted by the National Geodetic Survey in 1992..
 FS0190.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0190.rate of 0.0 thru 1.0 mm/km.
 FS0190
 FS0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0190
 FS0190.The geoid height was determined by GEOID03.
 FS0190
 FS0190.The dynamic height is computed by dividing the NAVD 88
 FS0190.geopotential number by the normal gravity value computed on the
 FS0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0190.degrees latitude (g = 980.6199 gals.).
 FS0190
 FS0190.The modeled gravity was interpolated from observed gravity values.
 FS0190
 FS0190;                    North         East     Units Scale Factor Converg.
 FS0190;SPC NV E     - 8,125,472.067   232,202.571   MT  0.99991277   +0 12 32.5
 FS0190;SPC NV E     -26,658,319.61    761,817.94   sFT  0.99991277   +0 12 32.5
 FS0190;UTM  11      - 3,972,147.413   660,074.047   MT  0.99991575   +1 02 22.4
 FS0190
 FS0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0190!SPC NV E     -   0.99985578  x   0.99991277  =   0.99976856
 FS0190!UTM  11      -   0.99985578  x   0.99991575  =   0.99977154
 FS0190
 FS0190|---------------------------------------------------------------------|
 FS0190| PID    Reference Object                     Distance      Geod. Az  |
 FS0190|                                                           dddmmss.s |
 FS0190| FS0189 LABEL RM 1                           11.686 METERS 04627     |
 FS0190| FS0188 LABEL RM 2                           11.105 METERS 12806     |
 FS0190| FS1179 ERIE                                APPROX. 2.3 KM 2195039.6 |
 FS0190|---------------------------------------------------------------------|
 FS0190
 FS0190                          SUPERSEDED SURVEY CONTROL
 FS0190
 FS0190  NAD 83(1992)-  35 52 49.82817(N)    115 13 36.04458(W) AD(1991.35) 2
 FS0190  NAD 83(1992)-  35 52 49.82829(N)    115 13 36.04932(W) AD(       ) 2
 FS0190  NAD 83(1992)-  35 52 49.82699(N)    115 13 36.04856(W) AD(       ) 2
 FS0190  NAD 83(1986)-  35 52 49.82583(N)    115 13 36.03825(W) AD(       ) 2
 FS0190  NAD 27      -  35 52 49.90630(N)    115 13 33.06560(W) AD(       ) 2
 FS0190  NGVD 29 (??/??/92)  946.261  (m)         3104.52   (f) ADJ UNCH    2 0
 FS0190
 FS0190.Superseded values are not recommended for survey control.
 FS0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0190.See file dsdata.txt to determine how the superseded data were derived.
 FS0190
 FS0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6007472147(NAD 83)
 FS0190_MARKER: DS = TRIANGULATION STATION DISK
 FS0190_SETTING: 80 = SET IN A BOULDER
 FS0190_SP_SET: BOULDER
 FS0190_STAMPING: LABEL 1958
 FS0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0190+STABILITY: SURFACE MOTION
 FS0190
 FS0190  HISTORY     - Date     Condition        Report By
 FS0190  HISTORY     - 1958     MONUMENTED       CGS
 FS0190  HISTORY     - 1958     GOOD             CGS
 FS0190  HISTORY     - 1960     SEE DESCRIPTION  CGS
 FS0190  HISTORY     - 1968     SEE DESCRIPTION  CGS
 FS0190
 FS0190                          STATION DESCRIPTION
 FS0190
 FS0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS0190'THE STATION IS 4.0 MILES SOUTHWEST OF SLOAN SERVICE STATION,
 FS0190'0.1 MILE EAST OF U.S. HIGHWAY 91 AND ON THE SUMMIT OF A FLAT
 FS0190'BENCH WHERE THE HIGHWAY PASSES OVER THE RIDGE.
 FS0190'
 FS0190'TO REACH FROM SLOAN SREVICE STATION GO SOUTHWEST ON U.S. 91
 FS0190'FOR 4.1 MILES TO POINT JUST NORTH OF CUT THROUGH THE RIDGE HERE
 FS0190'TURN LEFT AND GO SOUTH-SOUTHEAST FOR 0.1 MILE TO THE SUMMIT
 FS0190'OF THE RIDGE AND STATION SITE.  THE STATION IS 9 FEET SOUTHWEST
 FS0190'OF A CONCRETE WITNESS POST.
 FS0190'
 FS0190'THE STATION MARK IS A STANDARD DISK AS IS THE UNDERGROUND MARK
 FS0190'AND BOTH STAMPED LABEL 1958.  THE UNDERGROUND MARK IS SET IN
 FS0190'CONCRETE IN A DEPRESSION IN BEDROCK AND THE SURFACE MARK IS
 FS0190'SET IN A DRILL HOLE IN A BURIED BOULDER PROJECTING 4 INCHES.
 FS0190'
 FS0190'REFERENCE MARK 1 IS A STANDARD DISK SET IN A CONCRETE CYLINDER
 FS0190'PROJECTING 3 INCHES AND STAMPED LABEL NO 1 1958.
 FS0190'
 FS0190'REFERENCE MARK 2 IS A STANDARD DISK SET FLUSH IN THE TOP OF AN
 FS0190'IRREGULAR MASS OF CONCRETE FLUSH WITH THE SURROUNDING SURFACE
 FS0190'AND STAMPED LABEL NO 2 1958.
 FS0190
 FS0190                          STATION RECOVERY (1958)
 FS0190
 FS0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FS0190'4 MI SW FROM SLOAN.
 FS0190'4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE SLOAN SERVICE
 FS0190'STATION AND CAFE, THENCE 0.05 MILE SOUTHEAST OF HIGHWAY, 95.0
 FS0190'FEET SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY POST, 38.46 FEET
 FS0190'SOUTHWEST OF R.M. 1, 36.5 FEET NORTHWEST OF R.M. 2, 8.5 FEET
 FS0190'WEST OF A CONCRETE WITNESS POST, SET IN A DRILL HOLE IN A BURIED
 FS0190'BOULDER PROJECTING ABOUT 3 INCHES ABOVE GROUND SURFACE.
 FS0190
 FS0190                          STATION RECOVERY (1960)
 FS0190
 FS0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (MKM)
 FS0190'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT IT IS
 FS0190'NOW LOCATED NEAR OLD HIGHWAY 91.  A FOUR-LANE FREEWAY HAS BEEN
 FS0190'CONSTRUCTED ABOUT 0.2 MILE WEST OF THE STATION.
 FS0190'
 FS0190'R.M. NO. 1 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FS0190'
 FS0190'R.M. NO. 2 WAS SEARCHED FOR AND NOT RECOVERED.
 FS0190
 FS0190                          STATION RECOVERY (1968)
 FS0190
 FS0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WFF)
 FS0190'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 FS0190'FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NO 2 WHICH WAS NOT
 FS0190'RECOVERED.
 FS0190'
 FS0190'THE DESCRIPTION TO REACH THE STATION WAS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0189 ***********************************************************************
 FS0189  DESIGNATION -  LABEL RM 1
 FS0189  PID         -  FS0189
 FS0189  STATE/COUNTY-  NV/CLARK
 FS0189  USGS QUAD   -  SLOAN (1989)
 FS0189
 FS0189                         *CURRENT SURVEY CONTROL
 FS0189  ___________________________________________________________________
 FS0189* NAD 83(1986)-  35 52 51.     (N)    115 13 36.     (W)     SCALED    
 FS0189* NAVD 88     -       947.058  (meters)    3107.14   (feet)  POSTED    
 FS0189  ___________________________________________________________________
 FS0189  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0189  DYNAMIC HT  -         946.030 (meters)    3103.77  (feet)  COMP
 FS0189  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 FS0189
 FS0189  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0189
 FS0189.The horizontal coordinates were scaled from a topographic map and have
 FS0189.an estimated accuracy of +/- 6 seconds.
 FS0189
 FS0189.The orthometric height was determined by differential leveling
 FS0189.and adjusted by the National Geodetic Survey in 1992..
 FS0189.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0189.rate of 0.0 thru 1.0 mm/km.
 FS0189
 FS0189.The geoid height was determined by GEOID03.
 FS0189
 FS0189.The dynamic height is computed by dividing the NAVD 88
 FS0189.geopotential number by the normal gravity value computed on the
 FS0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0189.degrees latitude (g = 980.6199 gals.).
 FS0189
 FS0189.The modeled gravity was interpolated from observed gravity values.
 FS0189
 FS0189;                    North         East    Units  Estimated Accuracy
 FS0189;SPC NV E     - 8,125,510.      232,200.      MT  (+/- 180 meters Scaled)
 FS0189
 FS0189                          SUPERSEDED SURVEY CONTROL
 FS0189
 FS0189  NGVD 29 (??/??/92)  946.260  (m)         3104.52   (f) ADJ UNCH    2 0
 FS0189
 FS0189.Superseded values are not recommended for survey control.
 FS0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0189.See file dsdata.txt to determine how the superseded data were derived.
 FS0189
 FS0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV600721(NAD 83)
 FS0189_MARKER: DB = BENCH MARK DISK
 FS0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0189_STAMPING: LABEL NO 1 1958
 FS0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0189+STABILITY: SURFACE MOTION
 FS0189
 FS0189  HISTORY     - Date     Condition        Report By
 FS0189  HISTORY     - 1958     MONUMENTED       CGS
 FS0189
 FS0189                          STATION DESCRIPTION
 FS0189
 FS0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0189'4 MI SW FROM SLOAN.
 FS0189'4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE SLOAN SERVICE
 FS0189'STATION AND CAFE, THENCE 0.05 MILE SOUTHEAST OF HIGHWAY, 123.0
 FS0189'FEET SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY POST, 38.46 FEET
 FS0189'NORTHEAST OF STATION MARK, SET IN A ROUND CONCRETE POST
 FS0189'PROJECTING ABOUT 4 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0188 ***********************************************************************
 FS0188  DESIGNATION -  LABEL RM 2
 FS0188  PID         -  FS0188
 FS0188  STATE/COUNTY-  NV/CLARK
 FS0188  USGS QUAD   -  SLOAN (1989)
 FS0188
 FS0188                         *CURRENT SURVEY CONTROL
 FS0188  ___________________________________________________________________
 FS0188* NAD 83(1986)-  35 52 51.     (N)    115 13 36.     (W)     SCALED    
 FS0188* NAVD 88     -       947.185  (meters)    3107.56   (feet)  POSTED    
 FS0188  ___________________________________________________________________
 FS0188  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0188  DYNAMIC HT  -         946.160 (meters)    3104.19  (feet)  COMP
 FS0188  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 FS0188
 FS0188  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0188
 FS0188.The horizontal coordinates were scaled from a topographic map and have
 FS0188.an estimated accuracy of +/- 6 seconds.
 FS0188
 FS0188.The orthometric height was determined by differential leveling
 FS0188.and adjusted by the National Geodetic Survey in 1992..
 FS0188.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0188.rate of 0.0 thru 1.0 mm/km.
 FS0188
 FS0188.The geoid height was determined by GEOID03.
 FS0188
 FS0188.The dynamic height is computed by dividing the NAVD 88
 FS0188.geopotential number by the normal gravity value computed on the
 FS0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0188.degrees latitude (g = 980.6199 gals.).
 FS0188
 FS0188.The modeled gravity was interpolated from observed gravity values.
 FS0188
 FS0188;                    North         East    Units  Estimated Accuracy
 FS0188;SPC NV E     - 8,125,510.      232,200.      MT  (+/- 180 meters Scaled)
 FS0188
 FS0188                          SUPERSEDED SURVEY CONTROL
 FS0188
 FS0188  NGVD 29 (??/??/92)  946.387  (m)         3104.94   (f) ADJ UNCH    2 0
 FS0188
 FS0188.Superseded values are not recommended for survey control.
 FS0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0188.See file dsdata.txt to determine how the superseded data were derived.
 FS0188
 FS0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV600721(NAD 83)
 FS0188_MARKER: DR = REFERENCE MARK DISK
 FS0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0188_STAMPING: LABEL NO 2 1958
 FS0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0188+STABILITY: SURFACE MOTION
 FS0188
 FS0188  HISTORY     - Date     Condition        Report By
 FS0188  HISTORY     - 1958     MONUMENTED       CGS
 FS0188
 FS0188                          STATION DESCRIPTION
 FS0188
 FS0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0188'4 MI SW FROM SLOAN.
 FS0188'4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE SLOAN SERVICE
 FS0188'STATION AND CAFE, THENCE 0.05 MILE SOUTHEAST OF HIGHWAY, 128.0
 FS0188'FEET SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY POST, 36.5 FEET
 FS0188'SOUTHEAST OF STATION MARK, SET IN A SQUARE CONCRETE POST FLUSH
 FS0188'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0398 ***********************************************************************
 KQ0398  DESIGNATION -  LADIDA
 KQ0398  PID         -  KQ0398
 KQ0398  STATE/COUNTY-  NV/LANDER
 KQ0398  USGS QUAD   -  VIGUS BUTTE NW (1969)
 KQ0398
 KQ0398                         *CURRENT SURVEY CONTROL
 KQ0398  ___________________________________________________________________
 KQ0398* NAD 83(1994)-  39 41 54.09956(N)    117 10 15.68334(W)     ADJUSTED  
 KQ0398* NAVD 88     -      1728.188  (meters)    5669.90   (feet)  ADJUSTED  
 KQ0398  ___________________________________________________________________
 KQ0398  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 KQ0398  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 KQ0398  DYNAMIC HT  -        1726.507 (meters)    5664.38  (feet)  COMP
 KQ0398  MODELED GRAV-     979,592.5   (mgal)                       NAVD 88
 KQ0398
 KQ0398  HORZ ORDER  -  SECOND
 KQ0398  VERT ORDER  -  FIRST     CLASS II
 KQ0398
 KQ0398.The horizontal coordinates were established by classical geodetic methods
 KQ0398.and adjusted by the National Geodetic Survey in June 1998..
 KQ0398
 KQ0398.The orthometric height was determined by differential leveling
 KQ0398.and adjusted by the National Geodetic Survey in June 1991..
 KQ0398
 KQ0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0398
 KQ0398.The geoid height was determined by GEOID03.
 KQ0398
 KQ0398.The dynamic height is computed by dividing the NAVD 88
 KQ0398.geopotential number by the normal gravity value computed on the
 KQ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0398.degrees latitude (g = 980.6199 gals.).
 KQ0398
 KQ0398.The modeled gravity was interpolated from observed gravity values.
 KQ0398
 KQ0398;                    North         East     Units Scale Factor Converg.
 KQ0398;SPC NV C     - 6,549,245.882   456,746.368   MT  0.99992303   -0 19 19.8
 KQ0398;SPC NV C     -21,486,984.20  1,498,508.71   sFT  0.99992303   -0 19 19.8
 KQ0398;UTM  11      - 4,394,293.090   485,337.480   MT  0.99960265   -0 06 33.3
 KQ0398
 KQ0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0398!SPC NV C     -   0.99973237  x   0.99992303  =   0.99965542
 KQ0398!UTM  11      -   0.99973237  x   0.99960265  =   0.99933512
 KQ0398
 KQ0398:                Primary Azimuth Mark                     Grid Az
 KQ0398:SPC NV C     -  LADIDA AZ MK                             004 30 05.9
 KQ0398:UTM  11      -  LADIDA AZ MK                             004 17 19.4
 KQ0398
 KQ0398|---------------------------------------------------------------------|
 KQ0398| PID    Reference Object                     Distance      Geod. Az  |
 KQ0398|                                                           dddmmss.s |
 KQ0398| DB1987 LADIDA AZ MK                                       0041046.1 |
 KQ0398| DB1988 LADIDA RM 1                           5.249 METERS 04328     |
 KQ0398| KQ0438 AUSTIN STOKES CASTLE                APPROX.24.0 KM 1605822.9 |
 KQ0398| DB1989 LADIDA RM 2                           5.861 METERS 18040     |
 KQ0398|---------------------------------------------------------------------|
 KQ0398
 KQ0398                          SUPERSEDED SURVEY CONTROL
 KQ0398
 KQ0398  NAD 83(1986)-  39 41 54.10033(N)    117 10 15.67209(W) AD(       ) 2
 KQ0398  NAD 27      -  39 41 54.38370(N)    117 10 12.32750(W) AD(       ) 2
 KQ0398  NGVD 29 (07/19/86) 1727.2    (m)         5667.     (f) VERT ANG       
 KQ0398
 KQ0398.Superseded values are not recommended for survey control.
 KQ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0398.See file dsdata.txt to determine how the superseded data were derived.
 KQ0398
 KQ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD8533794293(NAD 83)
 KQ0398_MARKER: DS = TRIANGULATION STATION DISK
 KQ0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0398_SP_SET: CONCRETE POST
 KQ0398_STAMPING: LADIDA 1958
 KQ0398_MARK LOGO: CGS   
 KQ0398_PROJECTION: PROJECTING 20 CENTIMETERS
 KQ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0398+STABILITY: SURFACE MOTION
 KQ0398
 KQ0398  HISTORY     - Date     Condition        Report By
 KQ0398  HISTORY     - 1958     MONUMENTED       CGS
 KQ0398  HISTORY     - 1985     GOOD             NGS
 KQ0398
 KQ0398                          STATION DESCRIPTION
 KQ0398
 KQ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KQ0398'THE STATION IS LOCATED AIRLINE ABOUT 14 MILES NORTH-NORTHWEST
 KQ0398'OF AUSTIN, 67-1/2 MILES SOUTH-SOUTHWEST OF BATTLE MOUNTAIN
 KQ0398'IN THE REESE RIVER VALLEY ON A LOW RIDGE ABOUT 1-1/2 MILES
 KQ0398'EAST OF THE RIVER.
 KQ0398'
 KQ0398'TO REACH THE STATION FROM THE U.S. POST OFFICE IN AUSTIN
 KQ0398'GO WEST ON U.S. HIGHWAY 50 FOR 0.9 MILE TO THE JUNCTION WITH
 KQ0398'STATE HIGHWAY 8A ON THE RIGHT.  TURN RIGHT AND GO NORTH
 KQ0398'17.1 MILES TO A SHALLOW CUT THROUGH A GRAVEL RIDGE AND A
 KQ0398'DIRT SIDE ROAD ON THE LEFT JUST BEYOND.  TURN SHARP LEFT
 KQ0398'AND GO 100 YARDS SOUTH ON THE LOW RIDGE TO THE STATION.
 KQ0398'
 KQ0398'THE STATION MARK IS A STANDARD DISK STAMPED LADIDA 1958
 KQ0398'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CONCRETE CYLINDER
 KQ0398'PROJECTING 8 INCHES ABOVE THE GROUND.  IT IS 4.2 FEET WEST OF A
 KQ0398'WITNESS POST, 51.8 FEET WEST OF THE CENTERLINE OF THE
 KQ0398'HIGHWAY AND 110 FEET EAST OF THE EAST EDGE OF A GRAVEL
 KQ0398'PIT.
 KQ0398'
 KQ0398'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LADIDA
 KQ0398'NO 1 1958 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 KQ0398'CYLINDER PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 40.9
 KQ0398'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT THE
 KQ0398'SAME ELEVATION AS THE STATION.
 KQ0398'
 KQ0398'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LADIDA
 KQ0398'NO 2 1958 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 KQ0398'CYLINDER PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 50.5
 KQ0398'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT THE
 KQ0398'SAME ELEVATION AS THE STATION.
 KQ0398'
 KQ0398'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LADIDA 1958
 KQ0398'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CONCRETE CYLINDER
 KQ0398'PROJECTING 8 INCHES ABOVE THE GROUND.  IT IS ABOUT 66.5 FEET
 KQ0398'WEST OF THE CENTERLINE OF THE HIGHWAY.  TO REACH THE AZIMUTH
 KQ0398'MARK FROM THE STATION CONTINUE NORTH ON STATE HIGHWAY 8A FOR
 KQ0398'0.6 MILE TO A SHALLOW CUT THROUGH A GRAVEL RIDGE AND MARK
 KQ0398'ON TOP OF THE WEST BANK.
 KQ0398
 KQ0398                          STATION RECOVERY (1985)
 KQ0398
 KQ0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0398'25.7 KM (16.0 MI) NORTH FROM AUSTIN.
 KQ0398'1.56 KM (0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0398'AT AUSTIN, THENCE 24.12 KM (15.0 MI) NORTH ALONG STATE HIGHWAY 305, AT
 KQ0398'THE TOP OF A CUT NEAR THE CREST OF A GRADE, 0.40 KM (0.25 MI) SOUTH OF
 KQ0398'MILEPOST 46, 16.0 METERS (52.5 FT) WEST OF THE HIGHWAY CENTERLINE,
 KQ0398'57.9 METERS (190 FT) SOUTH OF THE NORTH END OF THE CUT AND 5.3 METERS
 KQ0398'(17.4 FT) SOUTHWEST OF RM 1.
 KQ0398'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 KQ0398'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0877 ***********************************************************************
 MT0877  DESIGNATION -  LAFTER
 MT0877  PID         -  MT0877
 MT0877  STATE/COUNTY-  NV/ELKO
 MT0877  USGS QUAD   -  TULE VALLEY (1972)
 MT0877
 MT0877                         *CURRENT SURVEY CONTROL
 MT0877  ___________________________________________________________________
 MT0877* NAD 83(1994)-  41 20 06.24397(N)    115 44 15.73382(W)     ADJUSTED  
 MT0877* NAVD 88     -      2041.6    (meters)    6698.     (feet)  VERTCON   
 MT0877  ___________________________________________________________________
 MT0877  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 MT0877  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 MT0877
 MT0877  HORZ ORDER  -  THIRD
 MT0877
 MT0877.The horizontal coordinates were established by classical geodetic methods
 MT0877.and adjusted by the National Geodetic Survey in June 1998..
 MT0877
 MT0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0877
 MT0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0877
 MT0877.The geoid height was determined by GEOID03.
 MT0877
 MT0877;                    North         East     Units Scale Factor Converg.
 MT0877;SPC NV E     - 8,730,865.036   187,079.295   MT  0.99990205   -0 06 07.0
 MT0877;SPC NV E     -28,644,513.04    613,775.99   sFT  0.99990205   -0 06 07.0
 MT0877;UTM  11      - 4,576,722.361   605,622.708   MT  0.99973730   +0 50 01.6
 MT0877
 MT0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0877!SPC NV E     -   0.99968260  x   0.99990205  =   0.99958468
 MT0877!UTM  11      -   0.99968260  x   0.99973730  =   0.99941998
 MT0877
 MT0877|---------------------------------------------------------------------|
 MT0877| PID    Reference Object                     Distance      Geod. Az  |
 MT0877|                                                           dddmmss.s |
 MT0877| CS8467 LAFTER RM 1                           3.597 METERS 18525     |
 MT0877| CS8468 LAFTER RM 2                           3.481 METERS 31312     |
 MT0877|---------------------------------------------------------------------|
 MT0877
 MT0877                          SUPERSEDED SURVEY CONTROL
 MT0877
 MT0877  NAD 83(1986)-  41 20 06.24167(N)    115 44 15.72586(W) AD(       ) 3
 MT0877  NGVD 29 (11/02/93) 2040.4    (m)         6694.     (f) VERT ANG       
 MT0877
 MT0877.Superseded values are not recommended for survey control.
 MT0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0877.See file dsdata.txt to determine how the superseded data were derived.
 MT0877
 MT0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF0562376722(NAD 83)
 MT0877_MARKER: Z = SEE DESCRIPTION
 MT0877_SETTING: 0 = UNSPECIFIED SETTING
 MT0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0877
 MT0877  HISTORY     - Date     Condition        Report By
 MT0877  HISTORY     - UNK      MONUMENTED
 MT0877  HISTORY     - 1971     GOOD             USGS
 MT0877
 MT0877                          STATION DESCRIPTION
 MT0877
 MT0877'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 MT0877'RECOVERED AS DESCRIBED BY USFS.
 MT0877'
 MT0877'LOCATED 43 MI NW. OF WELLS, ABOUT 39 MI N. OF ELKO, ABOUT 3 MI
 MT0877'NE. OF VERY PROMINENT BEND IN NORTH FORK HUMBOLDT RIVER.  ON
 MT0877'HIGHEST POINT OF LOW RIDGE.
 MT0877'
 MT0877'TO REACH FROM ELKO AT JCT. OF U.S. HWY. 40 AND STATE HWY. 51,
 MT0877'DRIVE 42.6 MI N. ON STATE HWY. 51 TO GRADED RD. RIGHT ABOUT 0.5
 MT0877'MI N. OF HAYSTACK RANCH.  TURN RIGHT ON GRADED RD. CROSSING
 MT0877'HUMBOLDT RIVER 4.8 MI TO RD. FORK.  TAKE RIGHT FORK 0.9 MI TO
 MT0877'TRACK RD. RIGHT.  TAKE TRACK RD. 0.5 MI TO CENTER OF PROMINENT
 MT0877'SADDLE AND END OF TRUCK TRAVEL.  PACK SW. ALONG DRAIN TO HIGH
 MT0877'RIDGE, THEN S. ALONG RIDGE TOP TO HIGHEST POINT AND STATION.  A
 MT0877'30-MINUTE PACK.
 MT0877'
 MT0877'STATION MARK--USFS DISK STAMPED---LAFTER 1960---, ON 1-INCH IRON
 MT0877'PIPE PROJECTING 1.7 FT.
 MT0877'
 MT0877'RM 1--1-1/2 INCH USFS RM CAP STAMPED---RM---, ON COPPER-COATED ROD
 MT0877'DRIVEN IN GROUND AT APPROXIMATE 45 DEGREE ANGLE SLOPING TOWARD
 MT0877'STATION MARK, PROJECTING 0.5 FT.
 MT0877'
 MT0877'RM 2--1-1/2 INCH USFS RM CAP STAMPED---RM 2---, ON COPPER-COATED
 MT0877'ROD PROJECTING 0.7 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0655 ***********************************************************************
 LQ0655  FBN         -  This is a Federal Base Network Control Station.
 LQ0655  DESIGNATION -  LAGES
 LQ0655  PID         -  LQ0655
 LQ0655  STATE/COUNTY-  NV/WHITE PINE
 LQ0655  USGS QUAD   -  LAGES STATION (1982)
 LQ0655
 LQ0655                         *CURRENT SURVEY CONTROL
 LQ0655  ___________________________________________________________________
 LQ0655* NAD 83(1999)-  40 03 28.69308(N)    114 37 28.49076(W)     ADJUSTED  
 LQ0655* NAVD 88     -      1826.0    (meters)    5991.     (feet)  GPS OBS   
 LQ0655  ___________________________________________________________________
 LQ0655  EPOCH DATE  -        1999.37
 LQ0655  X           -  -2,037,499.779 (meters)                     COMP
 LQ0655  Y           -  -4,445,245.954 (meters)                     COMP
 LQ0655  Z           -   4,084,077.137 (meters)                     COMP
 LQ0655  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 LQ0655  ELLIP HEIGHT-        1806.86  (meters)          (05/16/00) GPS OBS
 LQ0655  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 LQ0655
 LQ0655  HORZ ORDER  -  A
 LQ0655  ELLP ORDER  -  FOURTH    CLASS I
 LQ0655
 LQ0655.The horizontal coordinates were established by GPS observations
 LQ0655.and adjusted by the National Geodetic Survey in May 2000..
 LQ0655.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 LQ0655.DATUM ITEM on the data sheet items page.
 LQ0655.The horizontal coordinates are valid at the epoch date displayed above.
 LQ0655.The epoch date for horizontal control is a decimal equivalence
 LQ0655.of Year/Month/Day.
 LQ0655
 LQ0655.The orthometric height was determined by GPS observations and a
 LQ0655.high-resolution geoid model.
 LQ0655
 LQ0655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LQ0655
 LQ0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0655
 LQ0655.The ellipsoidal height was determined by GPS observations
 LQ0655.and is referenced to NAD 83.
 LQ0655
 LQ0655.The geoid height was determined by GEOID03.
 LQ0655
 LQ0655;                    North         East     Units Scale Factor Converg.
 LQ0655;SPC NV E     - 8,589,488.979   281,794.788   MT  0.99998234   +0 37 01.4
 LQ0655;SPC NV E     -28,180,681.76    924,521.73   sFT  0.99998234   +0 37 01.4
 LQ0655;UTM  11      - 4,436,895.106   702,603.587   MT  1.00010535   +1 31 45.3
 LQ0655
 LQ0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0655!SPC NV E     -   0.99971663  x   0.99998234  =   0.99969897
 LQ0655!UTM  11      -   0.99971663  x   1.00010535  =   0.99982195
 LQ0655
 LQ0655|---------------------------------------------------------------------|
 LQ0655| PID    Reference Object                     Distance      Geod. Az  |
 LQ0655|                                                           dddmmss.s |
 LQ0655| DD6137 LAGES RM 1                            9.079 METERS 08625     |
 LQ0655| LQ0256 L 190                                              2312305.2 |
 LQ0655| DD6138 LAGES RM 2                            7.883 METERS 35040     |
 LQ0655|---------------------------------------------------------------------|
 LQ0655
 LQ0655                          SUPERSEDED SURVEY CONTROL
 LQ0655
 LQ0655  NAD 83(1994)-  40 03 28.69175(N)    114 37 28.48811(W) AD(       ) B
 LQ0655  ELLIP H (03/30/95) 1806.96   (m)                       GP(       ) 4 1
 LQ0655  NAD 83(1986)-  40 03 28.68638(N)    114 37 28.48799(W) AD(       ) 2
 LQ0655  NAD 27      -  40 03 28.92897(N)    114 37 25.41533(W) AD(       ) 2
 LQ0655  NGVD 29 (07/19/86) 1824.68   (m)         5986.5    (f) LEVELING    3  
 LQ0655
 LQ0655.Superseded values are not recommended for survey control.
 LQ0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0655.See file dsdata.txt to determine how the superseded data were derived.
 LQ0655
 LQ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE0260436895(NAD 83)
 LQ0655_MARKER: DS = TRIANGULATION STATION DISK
 LQ0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0655_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0655_STAMPING: LAGES 1965
 LQ0655_MARK LOGO: CGS   
 LQ0655_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LQ0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0655+STABILITY: SURFACE MOTION
 LQ0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0655+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 LQ0655
 LQ0655  HISTORY     - Date     Condition        Report By
 LQ0655  HISTORY     - 1965     MONUMENTED       CGS
 LQ0655  HISTORY     - 19940207 GOOD             NGS
 LQ0655  HISTORY     - 19981208 GOOD             NGS
 LQ0655  HISTORY     - 19990610 GOOD             NGS
 LQ0655  HISTORY     - 20051201 GOOD             NVGS
 LQ0655
 LQ0655                          STATION DESCRIPTION
 LQ0655
 LQ0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0655'STATION IS LOCATED AIRLINE, ABOUT 20 MILES SOUTH-SOUTHEAST OF
 LQ0655'CURRIE, 0.7 MILE SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 93
 LQ0655'AND U.S. HIGHWAY 50 ALTERNATE AND IS ON THE SOUTHEAST RIGHT-OF-WAY
 LQ0655'OF THE HIGHWAY.
 LQ0655'
 LQ0655'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 93 AND 50
 LQ0655'ALTERNATE, GO SOUTH WEST ON U.S. HIGHWAYS 93 AND 50 ALTERNATE
 LQ0655'FOR 0.75 MILE TO THE STATION ON THE LEFT.  CONTINUE SOUTHWEST
 LQ0655'ON THE HIGHWAY FOR 0.35 MILE TO BENCH MARK L 190 (AZIMUTH MARK)
 LQ0655'ON THE LEFT.
 LQ0655'
 LQ0655'STATION MARK IS A STANDARD DISK, STAMPED LAGES 1965, SET IN THE
 LQ0655'TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 LQ0655'THE SURFACE OF THE GROUND.  IT IS 102 FEET SOUTHEAST OF THE
 LQ0655'CENTER OF U.S. HIGHWAYS 93 AND 50 ALTERNATE AND IS 25.5 FEET
 LQ0655'SOUTH OF A WITNESS POST.
 LQ0655'
 LQ0655'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAGES NO 1 1965, SET
 LQ0655'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 10
 LQ0655'INCHES ABOVE THE GROUND SURFACE.  IT IS 116 FEET SOUTHEAST OF THE
 LQ0655'CENTER OF THE HIGHWAY, 27.5 FEET EAST OF THE WITNESS POST AND
 LQ0655'ABOUT THE SAME ELEVATION AS THE STATION.
 LQ0655'
 LQ0655'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LAGES NO 2 1965,
 LQ0655'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 3
 LQ0655'INCHES ABOVE THE GROUND SURFACE.  IT IS 76 FEET SOUTHEAST OF
 LQ0655'THE CENTER OF THE HIGHWAY, 16.4 FEET NORTHWEST OF THE WITNESS
 LQ0655'POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 LQ0655'
 LQ0655'AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED L 190 1958,
 LQ0655'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 LQ0655'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 58 FEET SOUTHEAST OF
 LQ0655'THE CENTER OF THE HIGHWAY AND 2 FEET EAST OF A SMALL CAIRN.
 LQ0655'
 LQ0655'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LQ0655
 LQ0655                          STATION RECOVERY (1994)
 LQ0655
 LQ0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 LQ0655'STATION MARK IS LOCATED ABOUT 90 KM (55.90 MI) SOUTHWEST OF WENDOVER,
 LQ0655'94 KM (58.40 MI) NORTH-NORTHEAST OF ELY, 1.2 KM (0.75 MI) SOUTHWEST OF
 LQ0655'THE JUNCTION OF US HIGHWAYS 93 AND 93 ALTERNATE AT LAGES JUNCTION, ON
 LQ0655'THE RIGHT-OF-WAY OF HIGHWAY 93, AT MILE 112, IN LOW BRUSH, IN OPEN
 LQ0655'RANGE, IN EAST CENTRAL SECTION 9, T 25 N, R 65 E.  OWNERSHIP--STATE
 LQ0655'DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE JUNCTION OF HIGHWAYS
 LQ0655'93 AND 93 ALTERNATE, GO SOUTHWEST ON HIGHWAY 93 FOR 1.18 KM (0.75 MI)
 LQ0655'TO A SLIGHT RISE AND LOW BANK AND THE STATION ON THE LEFT. STATION
 LQ0655'MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST PROJECTING 4 CM
 LQ0655'ABOVE GROUND.  IT IS 30.2 M (99.1 FT) SOUTHEAST OF, AND 0.5 M (1.6 FT)
 LQ0655'HIGHER THAN THE HIGHWAY CENTER, 3.5 M (11.5 FT) SOUTH-SOUTHWEST OF OF
 LQ0655'A METAL WITNESS POST, 26.9 M (88.3 FT) EAST-SOUTHEAST OF MILEPOST 112,
 LQ0655'AND 31.0 M (101.7 FT) NORTH-NORTHWEST OF A METAL RIGHT-OF-WAY POST.
 LQ0655
 LQ0655                          STATION RECOVERY (1998)
 LQ0655
 LQ0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 LQ0655'RECOVERED AS DESCRIBED.
 LQ0655
 LQ0655                          STATION RECOVERY (1999)
 LQ0655
 LQ0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 LQ0655'RECOVERED AS DESCRIBED.
 LQ0655
 LQ0655                          STATION RECOVERY (2005)
 LQ0655
 LQ0655'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2005 (DRH)
 LQ0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1607 ***********************************************************************
 KR1607  DESIGNATION -  LAHONTAN
 KR1607  PID         -  KR1607
 KR1607  STATE/COUNTY-  NV/CHURCHILL
 KR1607  USGS QUAD   -  LAHONTAN DAM (1985)
 KR1607
 KR1607                         *CURRENT SURVEY CONTROL
 KR1607  ___________________________________________________________________
 KR1607* NAD 83(1994)-  39 24 27.78197(N)    119 00 54.43419(W)     ADJUSTED  
 KR1607* NAVD 88     -      1638.1    (meters)    5374.     (feet)  VERTCON   
 KR1607  ___________________________________________________________________
 KR1607  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 KR1607  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 KR1607
 KR1607  HORZ ORDER  -  FIRST
 KR1607
 KR1607.The horizontal coordinates were established by classical geodetic methods
 KR1607.and adjusted by the National Geodetic Survey in June 1998..
 KR1607
 KR1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1607
 KR1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1607
 KR1607.The geoid height was determined by GEOID03.
 KR1607
 KR1607;                    North         East     Units Scale Factor Converg.
 KR1607;SPC NV W     - 4,516,947.425   762,815.085   MT  0.99991702   -0 16 26.8
 KR1607;SPC NV W     -14,819,351.68  2,502,669.16   sFT  0.99991702   -0 16 26.8
 KR1607;UTM  11      - 4,363,960.268   326,506.009   MT  0.99997061   -1 16 46.5
 KR1607
 KR1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1607!SPC NV W     -   0.99974690  x   0.99991702  =   0.99966394
 KR1607!UTM  11      -   0.99974690  x   0.99997061  =   0.99971752
 KR1607
 KR1607|---------------------------------------------------------------------|
 KR1607| PID    Reference Object                     Distance      Geod. Az  |
 KR1607|                                                           dddmmss.s |
 KR1607| DB8053 LAHONTAN RM 2                         3.523 METERS 06720     |
 KR1607| KR1606 BM                                    5.179 METERS 14325     |
 KR1607| DB8051 LAHONTAN AZ MK                                     3235134.3 |
 KR1607| DB8052 LAHONTAN RM 1                         5.451 METERS 35207     |
 KR1607|---------------------------------------------------------------------|
 KR1607
 KR1607                          SUPERSEDED SURVEY CONTROL
 KR1607
 KR1607  NAD 83(1992)-  39 24 27.78922(N)    119 00 54.42118(W) AD(       ) 1
 KR1607  NAD 83(1986)-  39 24 27.79219(N)    119 00 54.42082(W) AD(       ) 1
 KR1607  NAD 27      -  39 24 28.09000(N)    119 00 50.84800(W) AD(       ) 1
 KR1607  NGVD 29 (07/19/86) 1637.1    (m)         5371.     (f) VERT ANG       
 KR1607
 KR1607.Superseded values are not recommended for survey control.
 KR1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1607.See file dsdata.txt to determine how the superseded data were derived.
 KR1607
 KR1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD2650663960(NAD 83)
 KR1607_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1607_SETTING: 66 = SET IN ROCK OUTCROP
 KR1607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1607
 KR1607  HISTORY     - Date     Condition        Report By
 KR1607  HISTORY     - 1951     MONUMENTED       CGS
 KR1607  HISTORY     - 1956     GOOD             USGS
 KR1607
 KR1607                          STATION DESCRIPTION
 KR1607
 KR1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1607'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF FALLON AND
 KR1607'ABOUT 5 MILES SOUTHEAST OF LAHONTAN DAM.  IT IS ON THE NORTH END
 KR1607'AND NEAR THE HIGHEST POINT OF THE MOUNTAIN.
 KR1607'
 KR1607'REACHED FROM THE POST OFFICE IN FALLON BY DRIVING SOUTH FOR 1
 KR1607'BLOCK TO THE INTERSECTION OF U.S. HIGHWAY 50.  TURN RIGHT (WEST)
 KR1607'AND FOLLOW U.S. HIGHWAY 50 FOR 9.4 MILES TO JUNCTION.  TAKE
 KR1607'LEFT FORK (HIGHWAY 50) AND CONTINUE FOR 7.4 MILES TO A ROAD LEFT
 KR1607'AND SIGN LAHONTAN DAM.  TURN LEFT AND FOLLOW THE ROAD TOWARD
 KR1607'THE DAM FOR 0.3 MILE TO THE EAST END OF THE DAM AND THE AZIMUTH
 KR1607'MARK.  CONTINUE BY TAKING THE RIGHT FORK OF THREE FOR 0.6 MILE
 KR1607'TO A FORK.  TAKE THE RIGHT FORK AND GO 0.55 MILE TO A FORK.
 KR1607'TAKE THE LEFT FORK FOR 0.05 MILE TO A FORK.  TAKE THE LEFT FORK
 KR1607'AND FOLLOW THE MAIN TRAVELED ROAD FOR 0.55 MILE TO A FORK.
 KR1607'TAKE THE LEFT FORK AND GO 0.6 MILE TO A FORK.  TAKE THE
 KR1607'LEFT FORK AND GO 0.8 MILE TO A SHALLOW WASH CROSSING THE
 KR1607'ROAD.  TURN LEFT (UP WASH) AND FOLLOW THE WASH AND DIM
 KR1607'TRACKS FOR 2.15 MILES.  TURN LEFT AND FOLLOW DIM TRACKS TOWARD
 KR1607'THE SOUTH END OF MOUNTAIN (KEEPING TO THE LEFT OF 2 LOW KNOLLS)
 KR1607'AND CONTINUE FOR 1.3 MILES TO THE END OF TRUCK TRAVEL ON THE
 KR1607'SIDE OF THE HILL.  PACK NORTH TO THE TOP OF THE HILL
 KR1607'THENCE CONTINUE IN A NORTHERLY DIRECTION FOR ABOUT 0.5
 KR1607'MILE TO THE HIGHEST POINT AND THE STATION.  A 30-MINUTE
 KR1607'PACK.
 KR1607'
 KR1607'THE STATION MARK IS APPROXIMATELY 100 YARDS NORTH OF THE
 KR1607'HIGHEST POINT OF THE MOUNTAIN.  IT IS A STANDARD STATION MARK
 KR1607'DISK SET IN BEDROCK THAT PROJECTS 1 FOOT ABOVE THE GROUND.  THE
 KR1607'MARK IS STAMPED LAHONTAN 1951.
 KR1607'
 KR1607'REFERENCE MARK NUMBER 1 IS APPROXIMATELY 18 INCHES LOWER THAN THE
 KR1607'STATION.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 KR1607'BOULDER THAT PROJECTS ABOUT 18 INCHES.  THE MARK IS STAMPED
 KR1607'LAHONTAN NO 1 1951.
 KR1607'
 KR1607'REFERENCE MARK NUMBER 2 IS APPROXIMATELY 18 INCHES HIGHER THAN
 KR1607'THE STATION.  IT IS A BRONZE REFERENCE MARK DISK SET IN THE TOP
 KR1607'OF A BOULDER THAT PROJECTS 2 FEET.  THE MARK IS STAMPED LAHONTAN
 KR1607'NO 2 1951.
 KR1607'
 KR1607'A COPPER PLUG WITH A SMALL BALL ON ITS TOP IS LOCATED ON THE
 KR1607'HIGHEST POINT OF THE NORTH END OF THE MOUNTAIN.  IT IS SET IN THE
 KR1607'TOP OF A BOULDER THAT PROJECTS ABOUT 1 FOOT.  THE COPPER PLUG
 KR1607'HAS THE LETTERS U.S.G.S. B.M. CAST IN THE TOP.
 KR1607'
 KR1607'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO THE STATION.
 KR1607'THE MARK, A STANDARD AZIMUTH MARK DISK, IS SET IN THE TOP OF
 KR1607'EAST POST OF THE NORTHEAST GUARD RAIL.  THE POST PROJECTS
 KR1607'ABOUT 4 FEET AND IS MARKED BY A 4 X 4 INCH WITNESS POST WIRED
 KR1607'TO THE CONCRETE POST.  THE MARK IS STAMPED LAHONTAN 1951.
 KR1607
 KR1607                          STATION RECOVERY (1956)
 KR1607
 KR1607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KR1607'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0811 ***********************************************************************
 LR0811  DESIGNATION -  LAHU
 LR0811  PID         -  LR0811
 LR0811  STATE/COUNTY-  NV/LANDER
 LR0811  USGS QUAD   -  SNOW GULCH (1984)
 LR0811
 LR0811                         *CURRENT SURVEY CONTROL
 LR0811  ___________________________________________________________________
 LR0811* NAD 83(1994)-  40 38 20.97582(N)    117 00 57.00163(W)     ADJUSTED  
 LR0811* NAVD 88     -      1454.7    (meters)    4773.     (feet)  VERTCON   
 LR0811  ___________________________________________________________________
 LR0811  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 LR0811  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 LR0811
 LR0811  HORZ ORDER  -  SECOND
 LR0811
 LR0811.The horizontal coordinates were established by classical geodetic methods
 LR0811.and adjusted by the National Geodetic Survey in June 1998..
 LR0811
 LR0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0811
 LR0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0811
 LR0811.The geoid height was determined by GEOID03.
 LR0811
 LR0811;                    North         East     Units Scale Factor Converg.
 LR0811;SPC NV C     - 6,653,636.768   470,466.057   MT  0.99991073   -0 13 38.7
 LR0811;SPC NV C     -21,829,473.30  1,543,520.72   sFT  0.99991073   -0 13 38.7
 LR0811;SPC NV W     - 4,654,759.547   932,587.759   MT  1.00011632   +1 01 15.8
 LR0811;SPC NV W     -15,271,490.28  3,059,665.01   sFT  1.00011632   +1 01 15.8
 LR0811;UTM  11      - 4,498,701.771   498,661.119   MT  0.99960002   -0 00 37.1
 LR0811
 LR0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0811!SPC NV C     -   0.99977506  x   0.99991073  =   0.99968581
 LR0811!SPC NV W     -   0.99977506  x   1.00011632  =   0.99989136
 LR0811!UTM  11      -   0.99977506  x   0.99960002  =   0.99937517
 LR0811
 LR0811|---------------------------------------------------------------------|
 LR0811| PID    Reference Object                     Distance      Geod. Az  |
 LR0811|                                                           dddmmss.s |
 LR0811| DB8054 LAHU RM 1                            20.083 METERS 01329     |
 LR0811| LR0273 M 346                               APPROX. 6.3 KM 0890337.4 |
 LR0811| LR0810 T32N R44E SECS 15 16 21 22           27.737 METERS 12105     |
 LR0811|---------------------------------------------------------------------|
 LR0811
 LR0811                          SUPERSEDED SURVEY CONTROL
 LR0811
 LR0811  NAD 83(1986)-  40 38 20.97961(N)    117 00 56.99799(W) AD(       ) 2
 LR0811  NAD 27      -  40 38 21.30270(N)    117 00 53.62470(W) AD(       ) 2
 LR0811  NGVD 29 (07/19/86) 1453.6    (m)         4769.     (f) VERT ANG       
 LR0811
 LR0811.Superseded values are not recommended for survey control.
 LR0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0811.See file dsdata.txt to determine how the superseded data were derived.
 LR0811
 LR0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME9866198702(NAD 83)
 LR0811_MARKER: DS = TRIANGULATION STATION DISK
 LR0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0811
 LR0811  HISTORY     - Date     Condition        Report By
 LR0811  HISTORY     - 1958     MONUMENTED       CGS
 LR0811
 LR0811                          STATION DESCRIPTION
 LR0811
 LR0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0811'THE STATION IS ABOUT 4 MILES WEST OF THE CENTER OF BATTLE
 LR0811'MOUNTAIN ALONG THE EAST SIDE OF A ROAD LEADING TO AN OLD MINE
 LR0811'AND CABIN ON THE HIGHER ELEVATIONS TO THE SOUTH.  THE STATION
 LR0811'SITE IS JUST WEST OF THE SECTION CORNER MARKER WHICH IS AT
 LR0811'THE SOUTHEAST CORNER OF THE HUMBOLDT COUNTY LINE AS IT JOINS
 LR0811'THE LANDER COUNTY LINE.
 LR0811'
 LR0811'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 LR0811'8A IN BATTLE MOUNTAIN, GO SOUTH ON HIGHWAY 8A FOR 0.2 MILE
 LR0811'TO FIFTH STREET.  TURN RIGHT AND FOLLOW FIFTH STREET AND ITS
 LR0811'PROLONGATION, WEST, FOR 1.1 MILES TO FORK AND ROAD LEADING
 LR0811'TO RANCH HOUSE.  CONTINUE STRAIGHT AHEAD ON RIGHT FORK FOR
 LR0811'1.3 MILES TO FORK.  KEEP RIGHT FORK STRAIGHT AHEAD FOR 1.3
 LR0811'MILES TO CROSSROAD.  TURN LEFT, SOUTHERLY, FOR 0.4 MILE TO
 LR0811'ANOTHER CROSSROAD, KEEP STRAIGHT AHEAD FOR 0.2 MILE, THEN
 LR0811'LEAVE ROAD AND TURN LEFT, SOUTHEAST FOR 0.05 MILE TO STATION
 LR0811'JUST NORTHWEST OF A WASHED-OUT TRACK ROAD AND ON THE SOUTH
 LR0811'SIDE OF SOME SHALLOW DIGGINGS.
 LR0811'
 LR0811'THE STATION, UNDERGROUND AND REFERENCE MARK 1 ARE STANDARD DISKS
 LR0811'SET IN CONCRETE POSTS PROJECTING ABOUT 3 INCHES.  THE STATION
 LR0811'MARK IS STAMPED LAHU 1958 WITH THE REFERENCE MARK FURTHER STAMPED
 LR0811'NO 1.
 LR0811'
 LR0811'THE STATION MARK IS 24 FEET NORTHWEST OF THE CENTER OF THE OLD
 LR0811'TRACK ROAD AND 9 FEET WEST OF A METAL WITNESS POST.
 LR0811'
 LR0811'THE SECTION CORNER MARKER IS AN IRON PIPE WITH CAP PROJECTING
 LR0811'ABOUT 1 FOOT.  STAMPED T 32 N, R 44 E, S 16, S 15, S 21, S 22,
 LR0811'1914.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0955 ***********************************************************************
 KR0955  DESIGNATION -  LAKE
 KR0955  PID         -  KR0955
 KR0955  STATE/COUNTY-  NV/WASHOE
 KR0955  USGS QUAD   -  CARSON CITY (1994)
 KR0955
 KR0955                         *CURRENT SURVEY CONTROL
 KR0955  ___________________________________________________________________
 KR0955* NAD 83(1994)-  39 14 47.50472(N)    119 49 30.81257(W)     ADJUSTED  
 KR0955* NAVD 88     -      1548.08   (+/-2cm)    5079.0    (feet)  VERTCON   
 KR0955  ___________________________________________________________________
 KR0955  LAPLACE CORR-          -8.82  (seconds)                    DEFLEC99
 KR0955  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KR0955
 KR0955  HORZ ORDER  -  FIRST
 KR0955  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0955
 KR0955.The horizontal coordinates were established by classical geodetic methods
 KR0955.and adjusted by the National Geodetic Survey in June 1998..
 KR0955
 KR0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0955.The vertical order pertains to the NGVD 29 superseded value.
 KR0955
 KR0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0955
 KR0955.The geoid height was determined by GEOID03.
 KR0955
 KR0955;                    North         East     Units Scale Factor Converg.
 KR0955;SPC NV W     - 4,499,699.938   692,802.677   MT  1.00004145   -0 47 08.8
 KR0955;SPC NV W     -14,762,765.55  2,272,970.12   sFT  1.00004145   -0 47 08.8
 KR0955;SPC CA 2     -   677,619.900 2,187,704.182   MT  0.99991865   +1 22 16.1
 KR0955;SPC CA 2     - 2,223,157.96  7,177,492.80   sFT  0.99991865   +1 22 16.1
 KR0955;UTM  11      - 4,347,939.425   256,190.051   MT  1.00033197   -1 47 17.8
 KR0955
 KR0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0955!SPC NV W     -   0.99976095  x   1.00004145  =   0.99980239
 KR0955!SPC CA 2     -   0.99976095  x   0.99991865  =   0.99967962
 KR0955!UTM  11      -   0.99976095  x   1.00033197  =   1.00009284
 KR0955
 KR0955|---------------------------------------------------------------------|
 KR0955| PID    Reference Object                     Distance      Geod. Az  |
 KR0955|                                                           dddmmss.s |
 KR0955| KR0954 LAKE RM 1                            19.883 METERS 01327     |
 KR0955| KR0956 LAKE RM 2                            15.294 METERS 10135     |
 KR0955| DB8055 LAKE AZ MK                                         1494903.8 |
 KR0955|---------------------------------------------------------------------|
 KR0955
 KR0955                          SUPERSEDED SURVEY CONTROL
 KR0955
 KR0955  NAD 83(1992)-  39 14 47.51001(N)    119 49 30.80518(W) AD(       ) 1
 KR0955  NAD 83(1986)-  39 14 47.50034(N)    119 49 30.79180(W) AD(       ) 1
 KR0955  NAD 27      -  39 14 47.82400(N)    119 49 27.12000(W) AD(       ) 1
 KR0955  NGVD 29 (??/??/92) 1546.930  (m)         5075.22   (f) ADJ UNCH    1 2
 KR0955
 KR0955.Superseded values are not recommended for survey control.
 KR0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0955.See file dsdata.txt to determine how the superseded data were derived.
 KR0955
 KR0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5619047939(NAD 83)
 KR0955_MARKER: DS = TRIANGULATION STATION DISK
 KR0955_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KR0955_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 KR0955_STAMPING: LAKE 1951
 KR0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0955
 KR0955  HISTORY     - Date     Condition        Report By
 KR0955  HISTORY     - 1951     MONUMENTED       CGS
 KR0955  HISTORY     - 1953     SEE DESCRIPTION  CGS
 KR0955  HISTORY     - 1953     GOOD             NGS
 KR0955  HISTORY     - 1954     GOOD             USGS
 KR0955  HISTORY     - 1970     SEE DESCRIPTION  USGS
 KR0955  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR0955
 KR0955                          STATION DESCRIPTION
 KR0955
 KR0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR0955'THE STATION IS LOCATED ABOUT 6 MILES AIR LINE NORTH-NORTHWEST
 KR0955'OF CARSON CITY AND IN THE WASHOE VALLEY.  IT IS 40 FEET
 KR0955'SOUTHWEST OF A FENCE, 30 FEET NORTHEAST OF THE CENTER LINE OF
 KR0955'U.S. HIGHWAY 395, AND 6 FEET NORTHEAST OF THE GUARD RAIL.
 KR0955'
 KR0955'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 395 IN
 KR0955'CARSON CITY, GO NORTH ON U.S. HIGHWAY 395 FOR 5.8 MILES TO A
 KR0955'PAVED ROAD LEFT AND THE AZIMUTH MARK.  CONTINUE ON THE HIGHWAY
 KR0955'FOR 0.95 MILE TO THE STATION ON THE RIGHT.  A DRIVE STATION.
 KR0955'
 KR0955'THE STATION MARK IS A STANDARD STATION MARK DISK SET IN AN
 KR0955'IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 1 FOOT BELOW THE
 KR0955'SURFACE OF THE GROUND.  THE MARK IS STAMPED LAKE 1951.
 KR0955'
 KR0955'REFERENCE MARK NUMBER 1 IS ABOUT THE SAME ELEVATION AS THE
 KR0955'STATION.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 KR0955'OF A SQUARE BLOCK OF CONCRETE WHICH IS FLUSH WITH THE GROUND.
 KR0955'IT IS 10 FEET SOUTH OF A GATE AND 5 FEET SOUTHWEST OF A FENCE.
 KR0955'THE MARK IS STAMPED LAKE NO 1 1951.
 KR0955'
 KR0955'REFERENCE MARK NUMBER 2 IS ABOUT THE SAME ELEVATION AS THE
 KR0955'STATION.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 KR0955'OF A SQUARE CONCRETE BLOCK WHICH IS FLUSH WITH THE GROUND.  IT
 KR0955'IS 10 FEET SOUTHWEST OF A FENCE AND 6 FEET NORTH OF A HIGH
 KR0955'LINE POLE.  THE MARK IS STAMPED LAKE NO 2 1951.
 KR0955'
 KR0955'THE AZIMUTH MARK IS LOCATED 35 FEET WEST OF THE CENTER LINE
 KR0955'OF U.S. HIGHWAY 395, 22 FEET SOUTH OF THE CENTER OF A PAVED
 KR0955'ROAD, AND 16 INCHES SOUTHEAST OF A TELEPHONE LINE POLE.  IT IS
 KR0955'A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE
 KR0955'CYLINDER WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  THE MARK
 KR0955'IS STAMPED LAKE 1951.
 KR0955
 KR0955                          STATION RECOVERY (1953)
 KR0955
 KR0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EWR)
 KR0955'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 KR0955
 KR0955                          STATION RECOVERY (1953)
 KR0955
 KR0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 KR0955'6.9 MI NW FROM CARSON CITY.
 KR0955'6.9 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR0955'CARSON CITY, ABOUT 15 YARDS SOUTHEAST OF THE CENTER OF AN S CURVE, AT
 KR0955'THE CROSSING OF A POWER LINE, 58 FEET SOUTHEAST OF THE NORTHWEST END
 KR0955'OF A STEEL GUARDRAIL, 55 1/2 FEET WEST OF POWER LINE POLE 28532, 28.5
 KR0955'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5.7 FEET NORTHEAST
 KR0955'OF THE GUARDRAIL, 3.6 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT
 KR0955'LOWER THAN THE HIGHWAY, 1.0 FOOT UNDERGROUND, AND IN THE TOP OF THE
 KR0955'CONCRETE SURFACE OF AN OLD HIGHWAY BED.
 KR0955
 KR0955                          STATION RECOVERY (1954)
 KR0955
 KR0955'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KR0955'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.  INTERSECTED
 KR0955'ONLY.
 KR0955
 KR0955                          STATION RECOVERY (1970)
 KR0955
 KR0955'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JEK)
 KR0955'STATION PROBABLY DESTROYED IN HWY. WIDENING.
 KR0955
 KR0955                          STATION RECOVERY (2003)
 KR0955
 KR0955'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR0955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1166 ***********************************************************************
 JR1166  DESIGNATION -  LAKE
 JR1166  PID         -  JR1166
 JR1166  STATE/COUNTY-  NV/DOUGLAS
 JR1166  USGS QUAD   -  TOPAZ LAKE (1988)
 JR1166
 JR1166                         *CURRENT SURVEY CONTROL
 JR1166  ___________________________________________________________________
 JR1166* NAD 83(1994)-  38 42 29.75505(N)    119 32 18.18475(W)     ADJUSTED  
 JR1166* NAVD 88     -      1833.     (meters)    6014.     (feet)  SCALED    
 JR1166  ___________________________________________________________________
 JR1166  LAPLACE CORR-          -7.37  (seconds)                    DEFLEC99
 JR1166  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 JR1166
 JR1166  HORZ ORDER  -  THIRD
 JR1166
 JR1166.The horizontal coordinates were established by classical geodetic methods
 JR1166.and adjusted by the National Geodetic Survey in June 1998..
 JR1166
 JR1166.The orthometric height was scaled from a topographic map.
 JR1166
 JR1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1166
 JR1166.The geoid height was determined by GEOID03.
 JR1166
 JR1166;                    North         East     Units Scale Factor Converg.
 JR1166;SPC NV W     - 4,439,648.419   716,936.136   MT  0.99998494   -0 35 50.2
 JR1166;SPC NV W     -14,565,746.52  2,352,147.97   sFT  0.99998494   -0 35 50.2
 JR1166;SPC CA 2     -   618,522.729 2,214,073.921   MT  0.99993613   +1 33 07.1
 JR1166;SPC CA 2     - 2,029,269.99  7,264,007.52   sFT  0.99993613   +1 33 07.1
 JR1166;SPC CA 3     -   745,521.506 2,083,646.549   MT  1.00006876   +0 35 19.4
 JR1166;SPC CA 3     - 2,445,931.81  6,836,097.05   sFT  1.00006876   +0 35 19.4
 JR1166;UTM  11      - 4,287,461.930   279,281.174   MT  1.00019995   -1 35 16.9
 JR1166
 JR1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1166!SPC NV W     -   0.99971632  x   0.99998494  =   0.99970126
 JR1166!SPC CA 2     -   0.99971632  x   0.99993613  =   0.99965247
 JR1166!SPC CA 3     -   0.99971632  x   1.00006876  =   0.99978506
 JR1166!UTM  11      -   0.99971632  x   1.00019995  =   0.99991621
 JR1166
 JR1166:                Primary Azimuth Mark                     Grid Az
 JR1166:SPC NV W     -  T 27                                     150 23 43.3
 JR1166:SPC CA 2     -  T 27                                     148 14 46.0
 JR1166:SPC CA 3     -  T 27                                     149 12 33.7
 JR1166:UTM  11      -  T 27                                     151 23 10.0
 JR1166
 JR1166|---------------------------------------------------------------------|
 JR1166| PID    Reference Object                     Distance      Geod. Az  |
 JR1166|                                                           dddmmss.s |
 JR1166| JR1080 T 27                                APPROX. 7.3 KM 1494753.1 |
 JR1166|---------------------------------------------------------------------|
 JR1166
 JR1166                          SUPERSEDED SURVEY CONTROL
 JR1166
 JR1166  NAD 83(1992)-  38 42 29.75514(N)    119 32 18.18460(W) AD(       ) 3
 JR1166  NAD 83(1986)-  38 42 29.71137(N)    119 32 18.16608(W) AD(       ) 3
 JR1166  NAD 27      -  38 42 29.90700(N)    119 32 14.34300(W) AD(       ) 3
 JR1166
 JR1166.Superseded values are not recommended for survey control.
 JR1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1166.See file dsdata.txt to determine how the superseded data were derived.
 JR1166
 JR1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC7928187462(NAD 83)
 JR1166
 JR1166  HISTORY     - Date     Condition        Report By
 JR1166  HISTORY     - 1894     MONUMENTED       CGS
 JR1166  HISTORY     - 1940     SEE DESCRIPTION  USFS
 JR1166
 JR1166                          STATION DESCRIPTION
 JR1166
 JR1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (CHS)
 JR1166'STATION IS ON THE HIGHEST OF THE LOW RIDGES NE OF ALKALI
 JR1166'LAKE.  GROUND AT STATION IS ROCKY AND ALMOST BARE OF VEGETATION.
 JR1166'STATION IS ON THE HIGHEST PART OF THE RIDGE AND IS MARKED
 JR1166'BY A HOLE DRILLED IN THE ROCK.  A STONE CAIRN IS BUILT ON
 JR1166'SAME.
 JR1166'
 JR1166'STATION IS ABOUT 4 MILES FROM MOUNTAIN HOUSE AND IS ON THE
 JR1166'RICKEY RANCH ABOUT 1 MILE E FROM CARSON CITY-COALSVILLE
 JR1166'STAGE ROAD.
 JR1166
 JR1166                          STATION RECOVERY (1940)
 JR1166
 JR1166'RECOVERY NOTE BY US FOREST SERVICE 1940
 JR1166'RECOVERED IN GOOD CONDITION.  STATION MARK IS A 5/8-INCH DRILL
 JR1166'HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1511 ***********************************************************************
 KR1511  DESIGNATION -  LAKE
 KR1511  PID         -  KR1511
 KR1511  STATE/COUNTY-  NV/CHURCHILL
 KR1511  USGS QUAD   -  DIAMOND CANYON (1972)
 KR1511
 KR1511                         *CURRENT SURVEY CONTROL
 KR1511  ___________________________________________________________________
 KR1511* NAD 83(1994)-  39 29 24.11083(N)    118 29 34.50161(W)     ADJUSTED  
 KR1511* NAVD 88     -      1262.7    (meters)    4143.     (feet)  VERTCON   
 KR1511  ___________________________________________________________________
 KR1511  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 KR1511  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 KR1511
 KR1511  HORZ ORDER  -  SECOND
 KR1511
 KR1511.The horizontal coordinates were established by classical geodetic methods
 KR1511.and adjusted by the National Geodetic Survey in June 1998..
 KR1511
 KR1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1511
 KR1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1511
 KR1511.The geoid height was determined by GEOID03.
 KR1511
 KR1511;                    North         East     Units Scale Factor Converg.
 KR1511;SPC NV W     - 4,526,000.250   807,777.342   MT  0.99990074   +0 03 27.0
 KR1511;SPC NV W     -14,849,052.49  2,650,182.83   sFT  0.99990074   +0 03 27.0
 KR1511;UTM  11      - 4,372,221.909   371,619.314   MT  0.99980292   -0 56 58.3
 KR1511
 KR1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1511!SPC NV W     -   0.99980573  x   0.99990074  =   0.99970649
 KR1511!UTM  11      -   0.99980573  x   0.99980292  =   0.99960869
 KR1511
 KR1511|---------------------------------------------------------------------|
 KR1511| PID    Reference Object                     Distance      Geod. Az  |
 KR1511|                                                           dddmmss.s |
 KR1511| DB1993 LAKE RM 1                            23.318 METERS 00122     |
 KR1511| DB1992 LAKE AZ MK                                         0171337.7 |
 KR1511| DB1994 LAKE RM 2                            14.123 METERS 28839     |
 KR1511|---------------------------------------------------------------------|
 KR1511
 KR1511                          SUPERSEDED SURVEY CONTROL
 KR1511
 KR1511  NAD 83(1986)-  39 29 24.11420(N)    118 29 34.50029(W) AD(       ) 2
 KR1511  NAD 27      -  39 29 24.40220(N)    118 29 30.99460(W) AD(       ) 2
 KR1511  NGVD 29 (07/19/86) 1261.7    (m)         4139.     (f) VERT ANG       
 KR1511
 KR1511.Superseded values are not recommended for survey control.
 KR1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1511.See file dsdata.txt to determine how the superseded data were derived.
 KR1511
 KR1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD7161972222(NAD 83)
 KR1511_MARKER: DS = TRIANGULATION STATION DISK
 KR1511_SETTING: 80 = SET IN A BOULDER
 KR1511_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1511
 KR1511  HISTORY     - Date     Condition        Report By
 KR1511  HISTORY     - 1958     MONUMENTED       CGS
 KR1511
 KR1511                          STATION DESCRIPTION
 KR1511
 KR1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 KR1511'THE STATION IS LOCATED AIRLINE ABOUT 15-1/2 MILES EAST OF FALLON,
 KR1511'10-1/2 MILES NORTHEAST OF SALT WELL JUNCTION, 2-1/2 MILES
 KR1511'SOUTHEAST OF STILLWATER AND 3/4 MILE EAST OF A LARGE LAKE AND
 KR1511'ON THE HIGHEST POINT OF A LONE, LOW ROCKY HILL.
 KR1511'
 KR1511'TO REACH THE STATION FROM THE U.S. POST OFFICE IN STILLWATER
 KR1511'GO EAST ON A GRAVEL ROAD FOR 1.5 MILES TO A SIDE ROAD ON THE
 KR1511'LEFT.  CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 0.4 MILE TO
 KR1511'FISH AND WILDLIKE SERVICE BUILDINGS ON THE RIGHT.  CONTINUE
 KR1511'STRAIGHT AHEAD CROSSING OVER IRRIGATION DITCH AND FOLLOW
 KR1511'MAIN ROAD FOR 1.5 MILES TO A FORK.  TAKE RIGHT FORK AND GO
 KR1511'EASTERLY CROSSING OVER CATTLE GUARD FOR 0.65 MILE TO A FORK.
 KR1511'TAKE LEFT FORK AND GO EAST 0.1 MILE TO A FORK.  TAKE RIGHT
 KR1511'FORK AND GO SOUTHEAST FOR 0.3 MILE TO A FORK.  TAKE RIGHT FORK
 KR1511'AND GO SOUTHEAST FOR 1.2 MILES TO THREE FORKS.  TAKE THE
 KR1511'CENTER ONE AND GO SOUTHEAST FOR 0.3 MILE TO A FORK.  TAKE
 KR1511'RIGHT FORK AND GO SOUTHWEST FOR 0.15 MILE TO A CROSSROAD.
 KR1511'CONTINUE STRAIGHT AHEAD FOR 1.05 MILES TO A FORK AND THE AZIMUTH
 KR1511'MARK ON THE LEFT.  TAKE RIGHT FORK AND GO SOUTH FOR 0.8
 KR1511'MILE TO THE END OF TRUCK TRAVEL AND THE WEST SIDE OF THE
 KR1511'STATION HILL.  PACK EAST UP SLOPE TO THE HIGHEST POINT AND
 KR1511'THE STATION.  A 10 MINUTE PACK.
 KR1511'
 KR1511'THE STATION MARK IS A STANDARD DISK STAMPED LAKE 1958 CEMENTED
 KR1511'IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 3 INCHES ABOVE
 KR1511'THE GROUND.
 KR1511'
 KR1511'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED LAKE NO 1 1958
 KR1511'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 4
 KR1511'INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION AS THE
 KR1511'STATION.
 KR1511'
 KR1511'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED LAKE NO 2 1958
 KR1511'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2
 KR1511'INCHES ABOVE THE GROUND AND IS ABOUT 1 FOOT LOWER THAN THE
 KR1511'STATION.
 KR1511'
 KR1511'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAKE 1958 CEMENTED
 KR1511'IN A DRILL HOLE IN A SMALL BOULDER THAT IS FLUSH WITH THE GROUND.
 KR1511'IT IS LOCATED 20 FEET SOUTHEAST OF A TRACK ROAD AND 75 FEET
 KR1511'SOUTH-SOUTHWEST FROM THE CENTER OF THE FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0383 ***********************************************************************
 MV0383  DESIGNATION -  LAKE
 MV0383  PID         -  MV0383
 MV0383  STATE/COUNTY-  NV/WASHOE
 MV0383  USGS QUAD   -  MASSACRE LAKE (1982)
 MV0383
 MV0383                         *CURRENT SURVEY CONTROL
 MV0383  ___________________________________________________________________
 MV0383* NAD 83(1994)-  41 40 02.00439(N)    119 32 13.90510(W)     ADJUSTED  
 MV0383* NAVD 88     -      2001.36   (+/-2cm)    6566.1    (feet)  VERTCON   
 MV0383  ___________________________________________________________________
 MV0383  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 MV0383  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 MV0383
 MV0383  HORZ ORDER  -  SECOND
 MV0383  VERT ORDER  -  THIRD ? (See Below)
 MV0383
 MV0383.The horizontal coordinates were established by classical geodetic methods
 MV0383.and adjusted by the National Geodetic Survey in June 1998..
 MV0383
 MV0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0383.The vertical order pertains to the NGVD 29 superseded value.
 MV0383
 MV0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0383
 MV0383.The geoid height was determined by GEOID03.
 MV0383
 MV0383;                    North         East     Units Scale Factor Converg.
 MV0383;SPC NV W     - 4,768,179.838   720,568.863   MT  0.99997762   -0 38 03.0
 MV0383;SPC NV W     -15,643,603.35  2,364,066.34   sFT  0.99997762   -0 38 03.0
 MV0383;UTM  11      - 4,615,939.702   288,776.114   MT  1.00014906   -1 41 14.5
 MV0383
 MV0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0383!SPC NV W     -   0.99968944  x   0.99997762  =   0.99966707
 MV0383!UTM  11      -   0.99968944  x   1.00014906  =   0.99983845
 MV0383
 MV0383:                Primary Azimuth Mark                     Grid Az
 MV0383:SPC NV W     -  CORRAL                                   315 08 49.5
 MV0383:UTM  11      -  CORRAL                                   316 12 01.0
 MV0383
 MV0383|---------------------------------------------------------------------|
 MV0383| PID    Reference Object                     Distance      Geod. Az  |
 MV0383|                                                           dddmmss.s |
 MV0383| MV0380 CORRAL                              APPROX.16.1 KM 3143046.5 |
 MV0383|---------------------------------------------------------------------|
 MV0383
 MV0383                          SUPERSEDED SURVEY CONTROL
 MV0383
 MV0383  NAD 83(1992)-  41 40 02.00480(N)    119 32 13.90527(W) AD(       ) 2
 MV0383  NAD 83(1986)-  41 40 02.00605(N)    119 32 13.90609(W) AD(       ) 2
 MV0383  NAD 27      -  41 40 02.38623(N)    119 32 10.16191(W) AD(       ) 2
 MV0383  NGVD 29 (07/19/86) 2000.10   (m)         6562.0    (f) LEVELING    3  
 MV0383
 MV0383.Superseded values are not recommended for survey control.
 MV0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0383.See file dsdata.txt to determine how the superseded data were derived.
 MV0383
 MV0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG8877615940(NAD 83)
 MV0383_MARKER: DD = SURVEY DISK
 MV0383_SETTING: 80 = SET IN A BOULDER
 MV0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0383+STABILITY: SURFACE MOTION
 MV0383
 MV0383  HISTORY     - Date     Condition        Report By
 MV0383  HISTORY     - 1966     MONUMENTED       USGS
 MV0383
 MV0383                          STATION DESCRIPTION
 MV0383
 MV0383'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DER)
 MV0383'LOCATED ABOUT 18 MI. (AIRLINE) ENE. OF VYA.  ABOUT 13 MI. SSE. OF
 MV0383'THE SHELDON NATIONAL ANTELOPE REFUGE HEADQUARTERS.  ABOUT 2.5
 MV0383'MI. E. OF THE E. EDGE OF MASSACRE LAKE.  ON A SHARP ROCKY TOP
 MV0383'OVERLOOKING MASSACRE LAKE TO THE W.
 MV0383'
 MV0383'REACHED BY HELICOPTER.
 MV0383'
 MV0383'STATION MARK--STANDARD TABLET STAMPED LAKE 1966 CEMENTED IN TOP
 MV0383'OF BOULDER.
 MV0383'
 MV0383'REFERENCE MARKS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0366 ***********************************************************************
 HP0366  DESIGNATION -  LAKE
 HP0366  PID         -  HP0366
 HP0366  STATE/COUNTY-  NV/LINCOLN
 HP0366  USGS QUAD   -  ALAMO SE (1980)
 HP0366
 HP0366                         *CURRENT SURVEY CONTROL
 HP0366  ___________________________________________________________________
 HP0366* NAD 83(1994)-  37 17 06.70942(N)    115 06 49.02111(W)     ADJUSTED  
 HP0366* NAVD 88     -      1111.6    (meters)    3647.     (feet)  VERTCON   
 HP0366  ___________________________________________________________________
 HP0366  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 HP0366  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 HP0366
 HP0366  HORZ ORDER  -  SECOND
 HP0366
 HP0366.The horizontal coordinates were established by classical geodetic methods
 HP0366.and adjusted by the National Geodetic Survey in June 1998..
 HP0366
 HP0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0366
 HP0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0366
 HP0366.The geoid height was determined by GEOID03.
 HP0366
 HP0366;                    North         East     Units Scale Factor Converg.
 HP0366;SPC NV E     - 8,281,379.198   241,649.524   MT  0.99992136   +0 17 04.4
 HP0366;SPC NV E     -27,169,824.92    792,811.81   sFT  0.99992136   +0 17 04.4
 HP0366;UTM  11      - 4,128,178.899   667,222.106   MT  0.99994447   +1 08 34.8
 HP0366
 HP0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0366!SPC NV E     -   0.99982963  x   0.99992136  =   0.99975100
 HP0366!UTM  11      -   0.99982963  x   0.99994447  =   0.99977411
 HP0366
 HP0366|---------------------------------------------------------------------|
 HP0366| PID    Reference Object                     Distance      Geod. Az  |
 HP0366|                                                           dddmmss.s |
 HP0366| DD6144 LAKE RM 1                            17.042 METERS 18616     |
 HP0366| DD6145 LAKE RM 2                            13.229 METERS 29856     |
 HP0366| HP0367 KNOLL                               APPROX. 8.2 KM 3334233.7 |
 HP0366|---------------------------------------------------------------------|
 HP0366
 HP0366                          SUPERSEDED SURVEY CONTROL
 HP0366
 HP0366  NAD 83(1994)-  37 17 06.70668(N)    115 06 49.01944(W) AD(       ) 2
 HP0366  NAD 83(1992)-  37 17 06.70226(N)    115 06 49.01799(W) AD(       ) 2
 HP0366  NAD 83(1986)-  37 17 06.70178(N)    115 06 49.01806(W) AD(       ) 2
 HP0366  NAD 27      -  37 17 06.83545(N)    115 06 45.97130(W) AD(       ) 2
 HP0366  NGVD 29 (07/19/86) 1110.7    (m)         3644.     (f) VERT ANG       
 HP0366
 HP0366.Superseded values are not recommended for survey control.
 HP0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0366.See file dsdata.txt to determine how the superseded data were derived.
 HP0366
 HP0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB6722228179(NAD 83)
 HP0366_MARKER: DD = SURVEY DISK
 HP0366_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HP0366+WITH SETTING: INFORMATION.
 HP0366_SP_SET: PREFABRICATED CONCRETE POST
 HP0366
 HP0366  HISTORY     - Date     Condition        Report By
 HP0366  HISTORY     - 1969     MONUMENTED       USGS
 HP0366
 HP0366                          STATION DESCRIPTION
 HP0366
 HP0366'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 HP0366'LOCATED ABOUT 13.3 MI. (AIRLINE) SSE. OF ASH SPRINGS.  6.2
 HP0366'MI. SSE. OF ALAMO.  0.5 MI. E. OF THE PAHRANAGAT WILDLIFE REFUGE
 HP0366'HEADQUARTERS.  ON THE HIGHEST POINT OF A LOW HILL.  ON THE E.
 HP0366'SIDE OF U.S. HIGHWAY 93.
 HP0366'
 HP0366'TO REACH FROM THE STANDARD SERVICE STATION IN ALAMO DRIVE S. ON
 HP0366'U.S. HIGHWAY 93 FOR 6.9 MI. TO A DIRT RD. ON LEFT (0.1 MI. S. OF
 HP0366'WILDLIFE REFUGE HEADQUARTERS RD. ON RIGHT).  TURN LEFT (E) FOR 100
 HP0366'FT. TO RD. FORK.  TAKE LEFT FORK (N) AND FOLLOW
 HP0366'ROUGH BLADED RD. FOR 1.0 MI. TO TOP AND STATION MARK.
 HP0366'
 HP0366'STATION MARK--A STANDARD USGS TABLET STAMPED LAKE 1969 ON
 HP0366'COPPERWELD ROD WITH PROTECTIVE COLLAR.
 HP0366'
 HP0366'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 HP0366'STAMPED NO 1 1969 CEMENTED IN DRILL HOLE IN ROCK, 2.9 FT. BELOW
 HP0366'STATION MARK.
 HP0366'
 HP0366'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 HP0366'STAMPED NO 2 1969 CEMENTED IN DRILL HOLE IN ROCK, 1.5 FT. BELOW
 HP0366'STATION MARK.
 HP0366'
 HP0366'AZIMUTH MARK IS CENTERLINE 10 FT. CAIRN NEAR STATION ALAMO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0376 ***********************************************************************
 JP0376  FBN         -  This is a Federal Base Network Control Station.
 JP0376  DESIGNATION -  LAKE
 JP0376  PID         -  JP0376
 JP0376  STATE/COUNTY-  NV/WHITE PINE
 JP0376  USGS QUAD   -  MILK RANCH SPRING (1978)
 JP0376
 JP0376                         *CURRENT SURVEY CONTROL
 JP0376  ___________________________________________________________________
 JP0376* NAD 83(1999)-  38 32 26.12676(N)    114 39 05.86953(W)     ADJUSTED  
 JP0376* NAVD 88     -      1834.     (meters)    6017.     (feet)  GPS OBS   
 JP0376  ___________________________________________________________________
 JP0376  EPOCH DATE  -        1999.37
 JP0376  X           -  -2,084,115.106 (meters)                     COMP
 JP0376  Y           -  -4,541,285.912 (meters)                     COMP
 JP0376  Z           -   3,953,683.559 (meters)                     COMP
 JP0376  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 JP0376  ELLIP HEIGHT-        1811.77  (meters)          (05/16/00) GPS OBS
 JP0376  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 JP0376
 JP0376  HORZ ORDER  -  A
 JP0376  ELLP ORDER  -  FOURTH    CLASS I
 JP0376
 JP0376.The horizontal coordinates were established by GPS observations
 JP0376.and adjusted by the National Geodetic Survey in May 2000..
 JP0376.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 JP0376.DATUM ITEM on the data sheet items page.
 JP0376.The horizontal coordinates are valid at the epoch date displayed above.
 JP0376.The epoch date for horizontal control is a decimal equivalence
 JP0376.of Year/Month/Day.
 JP0376
 JP0376.The orthometric height was determined by GPS observations and a
 JP0376.high-resolution geoid model.
 JP0376.No vertical observational check was made to the station.
 JP0376
 JP0376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JP0376
 JP0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0376
 JP0376.The ellipsoidal height was determined by GPS observations
 JP0376.and is referenced to NAD 83.
 JP0376
 JP0376.The geoid height was determined by GEOID03.
 JP0376
 JP0376;                    North         East     Units Scale Factor Converg.
 JP0376;SPC NV E     - 8,421,015.552   281,222.076   MT  0.99998122   +0 34 50.0
 JP0376;SPC NV E     -27,627,948.52    922,642.76   sFT  0.99998122   +0 34 50.0
 JP0376;UTM  11      - 4,268,411.677   704,670.806   MT  1.00011589   +1 27 49.3
 JP0376
 JP0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0376!SPC NV E     -   0.99971581  x   0.99998122  =   0.99969703
 JP0376!UTM  11      -   0.99971581  x   1.00011589  =   0.99983166
 JP0376
 JP0376:                Primary Azimuth Mark                     Grid Az
 JP0376:SPC NV E     -  LAKE AZ MK RESET                         359 34 02.2
 JP0376:UTM  11      -  LAKE AZ MK RESET                         358 41 02.9
 JP0376
 JP0376|---------------------------------------------------------------------|
 JP0376| PID    Reference Object                     Distance      Geod. Az  |
 JP0376|                                                           dddmmss.s |
 JP0376| DD6141 LAKE AZ MK RESET                                   0000852.2 |
 JP0376| DD6142 LAKE RM 1                            15.294 METERS 16849     |
 JP0376| DD6143 LAKE RM 2                            14.652 METERS 25921     |
 JP0376| DD6140 LAKE AZ MK                                         3582124.1 |
 JP0376|---------------------------------------------------------------------|
 JP0376
 JP0376                          SUPERSEDED SURVEY CONTROL
 JP0376
 JP0376  NAD 83(1994)-  38 32 26.12564(N)    114 39 05.86750(W) AD(       ) B
 JP0376  ELLIP H (03/30/95) 1811.89   (m)                       GP(       ) 4 1
 JP0376  NAD 83(1986)-  38 32 26.11307(N)    114 39 05.87623(W) AD(       ) 1
 JP0376  NAD 27      -  38 32 26.28300(N)    114 39 02.87600(W) AD(       ) 1
 JP0376  NGVD 29 (07/19/86) 1833.4    (m)         6015.     (f) VERT ANG       
 JP0376
 JP0376.Superseded values are not recommended for survey control.
 JP0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0376.See file dsdata.txt to determine how the superseded data were derived.
 JP0376
 JP0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC0467168412(NAD 83)
 JP0376_MARKER: DS = TRIANGULATION STATION DISK
 JP0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0376_STAMPING: LAKE 1944
 JP0376_MARK LOGO: CGS   
 JP0376_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JP0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0376+STABILITY: SURFACE MOTION
 JP0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0376+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1999
 JP0376
 JP0376  HISTORY     - Date     Condition        Report By
 JP0376  HISTORY     - 1944     MONUMENTED       CGS
 JP0376  HISTORY     - 1959     GOOD             NVDH
 JP0376  HISTORY     - 1965     GOOD             USGS
 JP0376  HISTORY     - 1973     GOOD             USGS
 JP0376  HISTORY     - 1973     GOOD             USGS
 JP0376  HISTORY     - 19940207 GOOD             NGS
 JP0376  HISTORY     - 19981209 GOOD             NGS
 JP0376  HISTORY     - 19990607 GOOD             NGS
 JP0376
 JP0376                          STATION DESCRIPTION
 JP0376
 JP0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 JP0376'STATION IS LOCATED ABOUT 50 MILES (AIR LINE) SSE OF ELY, ABOUT
 JP0376'43 MILES (AIR LINE) NNW OF PIOCHE, 16.1 MILES (BY ROAD) N
 JP0376'OF PONY SPRINGS, AND 7.4 MILES (BY ROAD) S OF THE NEVADA
 JP0376'HIGHWAY MAINTENANCE STATION AT GEYSER.
 JP0376'
 JP0376'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 JP0376'POST PROJECTING ABOUT 8 INCHES AND IS STAMPED LAKE 1944.
 JP0376'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.  STATION
 JP0376'IS ALONG U.S. HIGHWAY 93, 0.1 MILE N OF A DIM TRACK ROAD
 JP0376'WHICH GOES E ACROSS THE SAGE FLATS.  IT IS ON SAGE FLATS, 251.6
 JP0376'FEET SSW OF THE SW CORNER OF HIGHWAY CULVERT A318+48, 145.6
 JP0376'FEET NNW OF A HIGHWAY SIGN READING CAUTION CATTLE GRAZING,
 JP0376'81.5 FEET W OF THE CENTER LINE OF U.S. HIGHWAY 93, AND 10.1
 JP0376'FEET W OF A 4-INCH-SQUARE WHITE WITNESS POST.
 JP0376'
 JP0376'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 JP0376'CONCRETE POST PROJECTING ABOUT 3 INCHES.  IT IS ABOUT 10
 JP0376'INCHES LOWER IN ELEVATION THAN THE STATION MARK AND IS STAMPED
 JP0376'LAKE NO 1 1944.
 JP0376'
 JP0376'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 JP0376'CONCRETE POST PROJECTING ABOUT 1 INCH.  IT IS AT ABOUT THE
 JP0376'SAME ELEVATION AS THE STATION MARK AND IS STAMPED LAKE NO 2
 JP0376'1944.
 JP0376'
 JP0376'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE S END OF THE
 JP0376'W HEAD WALL OF CONCRETE HIGHWAY CULVERT A338+07.  IT IS 15.8
 JP0376'FEET W OF THE CENTER LINE OF U.S. HIGHWAY 93, 4.7 FEET S OF
 JP0376'THE POST WHICH MARKS THE CULVERT, AND IS SET FLUSH IN THE TOP
 JP0376'OF THE CULVERT.  IT IS STAMPED LAKE 1944.
 JP0376
 JP0376                          STATION RECOVERY (1959)
 JP0376
 JP0376'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1959
 JP0376'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 JP0376'TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS SET AND THE OLD
 JP0376'MARK DESTROYED IN ORDER TO REMOVE THE MARK FROM AREA OF PENDING
 JP0376'HIGHWAY CONSTRUCTION.
 JP0376'
 JP0376'THE NEW AZIMUTH MARK IS A STANDARD DISK, STAMPED LAKE 1944
 JP0376'RESET 1959 AND SET IN A CONCRETE POST.
 JP0376'
 JP0376'OLD DESCRIPTION IS ADEQUATE IN ALL OTHER RESPECTS.
 JP0376
 JP0376                          STATION RECOVERY (1965)
 JP0376
 JP0376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JP0376'RECOVERED AS DESCRIBED BY NGS IN 1944 IN DESCRIPTION LIST 38 114
 JP0376'4, STATION 1005.
 JP0376
 JP0376                          STATION RECOVERY (1973)
 JP0376
 JP0376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JAH)
 JP0376'STATION IS ALONG U.S. HIGHWAY 93, 0.1 MILE N OF A DIRT SIDE
 JP0376'ROAD EAST WHICH GOES TO A GRAVEL PIT.  IT IS ON SAGE FLATS
 JP0376'3.2 MILES SOUTH OF THE ROAD TO CAVE VALLEY, 81.5 FEET W OF
 JP0376'THE CENTERLINE OF U.S. HIGHWAY 93
 JP0376
 JP0376                          STATION RECOVERY (1973)
 JP0376
 JP0376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JP0376'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 JP0376'
 JP0376'NEW LOCATED FOLLOWS--LOCATED ALONG U.S. HWY. 93, 3.2 MI S. OF
 JP0376'RD. TO CAVE VALLEY, 0.1 MI N. OF DIRT SIDE RD. E. TO GRAVEL PIT,
 JP0376'81.5 FT W. OF CENTERLINE OF U.S. HWY. 93.  ON SAGE FLATS.
 JP0376
 JP0376                          STATION RECOVERY (1994)
 JP0376
 JP0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 JP0376'STATION IS LOCATED ABOUT 88 KM (54.70 MI) SOUTHEAST OF ELY, 56 KM
 JP0376'(34.80 MI) SOUTH OF THE JUNCTION OF US HIGHWAYS 6, 50 AND 93 (MAJORS
 JP0376'PLACE), 25 KM (15.55 MI) NORTH OF PONY SPRINGS, ALONG US HIGHWAY 93,
 JP0376'ON THE RIGHT-OF-WAY, AT MILE 163.4, IN LOW BRUSH, ON A LOW RISE, IN
 JP0376'THE NORTHWEST 1/4 OF SECTION 23, T 8 N, R 65 E. OWNERSHIP--STATE
 JP0376'DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE FORK AT THE JUNCTION
 JP0376'OF US HIGHWAYS 6, 50 AND 93, GO SOUTHEAST ON HIGHWAY 93 FOR 43.36 KM
 JP0376'(26.95 MI) TO THE WHITE PINE-LINCOLN COUNTY LINE.  CONTINUE AHEAD FOR
 JP0376'10.26 KM (6.35 MI) TO A ROAD RIGHT LEADING TO CAVE VALLEY.  CONTINUE
 JP0376'AHEAD FOR 5.03 KM (3.10 MI) TO THE TOP OF THE GRADE AND THE STATION ON
 JP0376'THE RIGHT. STATION MARK IS A DISK SET IN THE TOP OF A 30-CM SQUARE
 JP0376'CONCRETE POST PROJECTING 20 CM ABOVE GROUND.  IT IS 24.8 M (81.4 FT)
 JP0376'WEST OF, AND 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY CENTER, 1.1 M (3.6
 JP0376'FT) SOUTH OF A FIBERGLASS WITNESS POST, 5.5 M (18.0 FT) EAST OF THE
 JP0376'EAST EDGE OF A DRAINAGE DITCH, AND 36.8 M (120.7 FT) EAST OF THE
 JP0376'RIGHT-OF-WAY FENCE.
 JP0376
 JP0376                          STATION RECOVERY (1998)
 JP0376
 JP0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 JP0376'RECOVERED AS DESCRIBED.
 JP0376
 JP0376                          STATION RECOVERY (1999)
 JP0376
 JP0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 JP0376'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0670 ***********************************************************************
 LS0670  DESIGNATION -  LAKE
 LS0670  PID         -  LS0670
 LS0670  STATE/COUNTY-  NV/WASHOE
 LS0670  USGS QUAD   -  PYRAMID SW (1974)
 LS0670
 LS0670                         *CURRENT SURVEY CONTROL
 LS0670  ___________________________________________________________________
 LS0670* NAD 83(1994)-  40 05 42.78683(N)    119 41 43.95335(W)     ADJUSTED  
 LS0670* NAVD 88     -      1177.0    (meters)    3862.     (feet)  VERTCON   
 LS0670  ___________________________________________________________________
 LS0670  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 LS0670  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 LS0670
 LS0670  HORZ ORDER  -  THIRD
 LS0670
 LS0670.The horizontal coordinates were established by classical geodetic methods
 LS0670.and adjusted by the National Geodetic Survey in June 1998..
 LS0670
 LS0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0670
 LS0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0670
 LS0670.The geoid height was determined by GEOID03.
 LS0670
 LS0670;                    North         East     Units Scale Factor Converg.
 LS0670;SPC NV W     - 4,593,776.893   705,164.669   MT  1.00001068   -0 42 59.0
 LS0670;SPC NV W     -15,071,416.36  2,313,527.75   sFT  1.00001068   -0 42 59.0
 LS0670;UTM  11      - 4,441,808.346   270,214.593   MT  1.00025005   -1 44 12.7
 LS0670
 LS0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0670!SPC NV W     -   0.99981907  x   1.00001068  =   0.99982975
 LS0670!UTM  11      -   0.99981907  x   1.00025005  =   1.00006907
 LS0670
 LS0670|---------------------------------------------------------------------|
 LS0670| PID    Reference Object                     Distance      Geod. Az  |
 LS0670|                                                           dddmmss.s |
 LS0670| CS7119 LAKE RM 2                            17.709 METERS 02106     |
 LS0670| CS7118 LAKE RM 1                            27.450 METERS 15337     |
 LS0670|---------------------------------------------------------------------|
 LS0670
 LS0670                          SUPERSEDED SURVEY CONTROL
 LS0670
 LS0670  NAD 83(1992)-  40 05 42.79088(N)    119 41 43.95395(W) AD(       ) 3
 LS0670  NAD 83(1990)-  40 05 42.79447(N)    119 41 43.94543(W) AD(       ) 3
 LS0670  NGVD 29 (10/14/92) 1176.1    (m)         3859.     (f) VERT ANG       
 LS0670
 LS0670.Superseded values are not recommended for survey control.
 LS0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0670.See file dsdata.txt to determine how the superseded data were derived.
 LS0670
 LS0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE7021541808(NAD 83)
 LS0670_MARKER: DS = TRIANGULATION STATION DISK
 LS0670_SETTING: 66 = SET IN ROCK OUTCROP
 LS0670_SP_SET: SET IN BEDROCK
 LS0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LS0670+STABILITY: POSITION/ELEVATION WELL
 LS0670
 LS0670  HISTORY     - Date     Condition        Report By
 LS0670  HISTORY     - 1963     MONUMENTED       USGS
 LS0670
 LS0670                          STATION DESCRIPTION
 LS0670
 LS0670'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LS0670'LOCATED ABOUT 11.5 MI ESE. OF FLANIGAN, ABOUT 11 MI NNW. OF
 LS0670'SUTCLIFFE.  ON POINT BETWEEN PYRAMID RANCH AND OLD WATER TANK ON
 LS0670'SOUTHERN PACIFIC RR. KNOWN AS BIG CANYON.
 LS0670'
 LS0670'TO REACH FROM SUTCLIFFE, DRIVE 12.3 MI N. ON COUNTY RD. TOWARD
 LS0670'FLANIGAN TO WIDE CURVE W.  TURN RIGHT CROSS-COUNTRY 0.1 MI TO
 LS0670'SERIES OF ROCK LEDGES AND STATION MARK.
 LS0670'
 LS0670'STATION MARK--STANDARD TABLET STAMPED---LAKE 1963---, IN BEDROCK.
 LS0670'
 LS0670'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, IN BEDROCK.
 LS0670'
 LS0670'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1999 ***********************************************************************
 GR1999  DESIGNATION -  LAKE
 GR1999  PID         -  GR1999
 GR1999  STATE/COUNTY-  NV/NYE
 GR1999  USGS QUAD   -  PLUTONIUM VALLEY (1986)
 GR1999
 GR1999                         *CURRENT SURVEY CONTROL
 GR1999  ___________________________________________________________________
 GR1999* NAD 83(1994)-  36 58 53.14592(N)    115 58 44.87684(W)     ADJUSTED  
 GR1999* NAVD 88     -      1381.5    (meters)    4532.     (feet)  VERTCON   
 GR1999  ___________________________________________________________________
 GR1999  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 GR1999  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 GR1999
 GR1999  HORZ ORDER  -  THIRD
 GR1999
 GR1999.The horizontal coordinates were established by classical geodetic methods
 GR1999.and adjusted by the National Geodetic Survey in June 1998..
 GR1999
 GR1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1999
 GR1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1999
 GR1999.The geoid height was determined by GEOID03.
 GR1999
 GR1999;                    North         East     Units Scale Factor Converg.
 GR1999;SPC NV C     - 6,247,787.891   561,207.738   MT  0.99994614   +0 24 49.0
 GR1999;SPC NV C     -20,497,950.77  1,841,229.05   sFT  0.99994614   +0 24 49.0
 GR1999;UTM  11      - 4,093,299.217   590,856.205   MT  0.99970169   +0 36 50.9
 GR1999
 GR1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1999!SPC NV C     -   0.99978741  x   0.99994614  =   0.99973357
 GR1999!UTM  11      -   0.99978741  x   0.99970169  =   0.99948917
 GR1999
 GR1999|---------------------------------------------------------------------|
 GR1999| PID    Reference Object                     Distance      Geod. Az  |
 GR1999|                                                           dddmmss.s |
 GR1999| CS8791 LAKE RM 1                             9.077 METERS 05107     |
 GR1999| CS8792 LAKE RM 2                             7.708 METERS 17413     |
 GR1999|---------------------------------------------------------------------|
 GR1999
 GR1999                          SUPERSEDED SURVEY CONTROL
 GR1999
 GR1999  NAD 83(1992)-  36 58 53.14853(N)    115 58 44.88301(W) AD(       ) 3
 GR1999  NGVD 29 (02/14/94) 1380.6    (m)         4530.     (f) VERT ANG       
 GR1999
 GR1999.Superseded values are not recommended for survey control.
 GR1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1999.See file dsdata.txt to determine how the superseded data were derived.
 GR1999
 GR1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA9085693299(NAD 83)
 GR1999_MARKER: DS = TRIANGULATION STATION DISK
 GR1999_SETTING: 80 = SET IN A BOULDER
 GR1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1999+STABILITY: SURFACE MOTION
 GR1999
 GR1999  HISTORY     - Date     Condition        Report By
 GR1999  HISTORY     - 1959     MONUMENTED       USGS
 GR1999
 GR1999                          STATION DESCRIPTION
 GR1999
 GR1999'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GR1999'LOCATED ABOUT 0.75 MI NE. OF NORTHEAST END OF YUCCA LAKE.  ON
 GR1999'SMALL, SLIGHTLY SLOPING HILL.
 GR1999'
 GR1999'REACHED BY HELICOPTER.
 GR1999'
 GR1999'STATION MARK--STANDARD TABLET STAMPED---LAKE 1959---, SET IN ROCK
 GR1999'IN PLACE.
 GR1999'
 GR1999'RM 1--STANDARD RM TABLET STAMPED---NO 1 1959---, SET IN ROCK IN
 GR1999'PLACE.
 GR1999'
 GR1999'RM 2--STANDARD RM TABLET STAMPED---NO 2 1959---, SET IN ROCK IN
 GR1999'PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0958 ***********************************************************************
 KR0958  DESIGNATION -  LAKE AZ MK
 KR0958  PID         -  KR0958
 KR0958  STATE/COUNTY-  NV/WASHOE
 KR0958  USGS QUAD   -  CARSON CITY (1994)
 KR0958
 KR0958                         *CURRENT SURVEY CONTROL
 KR0958  ___________________________________________________________________
 KR0958* NAD 83(1986)-  39 14 04.     (N)    119 48 59.     (W)     SCALED    
 KR0958* NAVD 88     -      1542.18   (+/-2cm)    5059.6    (feet)  VERTCON   
 KR0958  ___________________________________________________________________
 KR0958  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR0958
 KR0958  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0958
 KR0958.The horizontal coordinates were scaled from a topographic map and have
 KR0958.an estimated accuracy of +/- 6 seconds.
 KR0958
 KR0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0958.The vertical order pertains to the NGVD 29 superseded value.
 KR0958
 KR0958.The geoid height was determined by GEOID03.
 KR0958
 KR0958;                    North         East    Units  Estimated Accuracy
 KR0958;SPC NV W     - 4,498,350.      693,550.      MT  (+/- 180 meters Scaled)
 KR0958
 KR0958                          SUPERSEDED SURVEY CONTROL
 KR0958
 KR0958  NGVD 29 (??/??/92) 1541.032  (m)         5055.87   (f) ADJ UNCH    1 2
 KR0958
 KR0958.Superseded values are not recommended for survey control.
 KR0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0958.See file dsdata.txt to determine how the superseded data were derived.
 KR0958
 KR0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD569465(NAD 83)
 KR0958_MARKER: DZ = AZIMUTH MARK DISK
 KR0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0958_STAMPING: LAKE 1951
 KR0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0958+STABILITY: SURFACE MOTION
 KR0958
 KR0958  HISTORY     - Date     Condition        Report By
 KR0958  HISTORY     - 1951     MONUMENTED       CGS
 KR0958  HISTORY     - 1953     GOOD             NGS
 KR0958  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR0958
 KR0958                          STATION DESCRIPTION
 KR0958
 KR0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0958'6.0 MI NW FROM CARSON CITY.
 KR0958'6.0 MILES NORTHWEST ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR0958'CARSON CITY, AT THE T JUNCTION OF AN ASPHALT ROAD LEADING SOUTHWEST,
 KR0958'33.8 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 26 1/2 FEET
 KR0958'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 6.5 FEET EAST OF A FENCE
 KR0958'CORNER POST, 4.4 FEET NORTHEAST OF A FENCE, 2.2 FEET SOUTHEAST OF A
 KR0958'TELEGRAPH POLE, 2.4 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT
 KR0958'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KR0958'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KR0958
 KR0958                          STATION RECOVERY (2003)
 KR0958
 KR0958'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0958'HIGHWAY NOW NV429.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0134 ***********************************************************************
 JP0134  DESIGNATION -  LAKE AZ MK
 JP0134  PID         -  JP0134
 JP0134  STATE/COUNTY-  NV/NYE
 JP0134  USGS QUAD   -  BLUE EAGLE SPRINGS (1990)
 JP0134
 JP0134                         *CURRENT SURVEY CONTROL
 JP0134  ___________________________________________________________________
 JP0134* NAD 83(1986)-  38 31 22.     (N)    115 32 36.     (W)     SCALED    
 JP0134* NAVD 88     -      1454.695  (meters)    4772.61   (feet)  ADJUSTED  
 JP0134  ___________________________________________________________________
 JP0134  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 JP0134  DYNAMIC HT  -        1453.200 (meters)    4767.71  (feet)  COMP
 JP0134  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 JP0134
 JP0134  VERT ORDER  -  SECOND    CLASS 0
 JP0134
 JP0134.The horizontal coordinates were scaled from a topographic map and have
 JP0134.an estimated accuracy of +/- 6 seconds.
 JP0134
 JP0134.The orthometric height was determined by differential leveling
 JP0134.and adjusted by the National Geodetic Survey in June 1991..
 JP0134
 JP0134.The geoid height was determined by GEOID03.
 JP0134
 JP0134.The dynamic height is computed by dividing the NAVD 88
 JP0134.geopotential number by the normal gravity value computed on the
 JP0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0134.degrees latitude (g = 980.6199 gals.).
 JP0134
 JP0134.The modeled gravity was interpolated from observed gravity values.
 JP0134
 JP0134;                    North         East    Units  Estimated Accuracy
 JP0134;SPC NV C     - 6,419,230.      597,950.      MT  (+/- 180 meters Scaled)
 JP0134
 JP0134                          SUPERSEDED SURVEY CONTROL
 JP0134
 JP0134  NGVD 29 (??/??/92) 1453.63   (m)         4769.1    (f) COMPUTED    2 0
 JP0134
 JP0134.Superseded values are not recommended for survey control.
 JP0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0134.See file dsdata.txt to determine how the superseded data were derived.
 JP0134
 JP0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC269648(NAD 83)
 JP0134_MARKER: DZ = AZIMUTH MARK DISK
 JP0134_SETTING: 80 = SET IN A BOULDER
 JP0134_STAMPING: LAKE 1939
 JP0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0134+STABILITY: SURFACE MOTION
 JP0134
 JP0134  HISTORY     - Date     Condition        Report By
 JP0134  HISTORY     - 1939     MONUMENTED       CGS
 JP0134  HISTORY     - 1958     GOOD             NGS
 JP0134
 JP0134                          STATION DESCRIPTION
 JP0134
 JP0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JP0134'15.95 MI S FROM CURRANT.
 JP0134'ABOUT 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 JP0134'STATE HIGHWAY 20 AT CURRANT, THENCE 15.85 MILES SOUTH ALONG A GRAVEL
 JP0134'ROAD, 0.2 MILE NORTH OF THE JAMES G. SHARP RANCHHOUSE, ON THE WEST
 JP0134'SLOPE OF A HILL AND IN THE TOP OF A SMALL EMBEDDED BOULDER THAT
 JP0134'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 42 FEET EAST OF THE CENTER
 JP0134'LINE OF THE ROAD AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1329 ***********************************************************************
 JR1329  DESIGNATION -  LAKE GLO
 JR1329  PID         -  JR1329
 JR1329  STATE/COUNTY-  NV/MINERAL
 JR1329  USGS QUAD   -  GILLIS CANYON (1988)
 JR1329
 JR1329                         *CURRENT SURVEY CONTROL
 JR1329  ___________________________________________________________________
 JR1329* NAD 83(1994)-  38 45 52.05054(N)    118 40 09.63816(W)     ADJUSTED  
 JR1329* NAVD 88     -      1249.5    (meters)    4099.     (feet)  VERTCON   
 JR1329  ___________________________________________________________________
 JR1329  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 JR1329  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 JR1329
 JR1329  HORZ ORDER  -  THIRD
 JR1329
 JR1329.The horizontal coordinates were established by classical geodetic methods
 JR1329.and adjusted by the National Geodetic Survey in June 1998..
 JR1329
 JR1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1329
 JR1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1329
 JR1329.The geoid height was determined by GEOID03.
 JR1329
 JR1329;                    North         East     Units Scale Factor Converg.
 JR1329;SPC NV W     - 4,445,456.392   792,525.318   MT  0.99990069   -0 03 13.9
 JR1329;SPC NV W     -14,584,801.51  2,600,143.48   sFT  0.99990069   -0 03 13.9
 JR1329;UTM  11      - 4,291,961.906   354,966.068   MT  0.99985903   -1 02 43.4
 JR1329
 JR1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1329!SPC NV W     -   0.99980790  x   0.99990069  =   0.99970861
 JR1329!UTM  11      -   0.99980790  x   0.99985903  =   0.99966695
 JR1329
 JR1329:                Primary Azimuth Mark                     Grid Az
 JR1329:SPC NV W     -  MOUNT GRANT                              206 19 48.1
 JR1329:UTM  11      -  MOUNT GRANT                              207 19 17.6
 JR1329
 JR1329|---------------------------------------------------------------------|
 JR1329| PID    Reference Object                     Distance      Geod. Az  |
 JR1329|                                                           dddmmss.s |
 JR1329| JR1054 MOUNT GRANT                         APPROX.24.0 KM 2061634.2 |
 JR1329|---------------------------------------------------------------------|
 JR1329
 JR1329                          SUPERSEDED SURVEY CONTROL
 JR1329
 JR1329  NAD 83(1992)-  38 45 52.05645(N)    118 40 09.64508(W) AD(       ) 3
 JR1329  NGVD 29 (06/01/94) 1248.4    (m)         4096.     (f) VERT ANG       
 JR1329
 JR1329.Superseded values are not recommended for survey control.
 JR1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1329.See file dsdata.txt to determine how the superseded data were derived.
 JR1329
 JR1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC5496691962(NAD 83)
 JR1329_MARKER: Z = SEE DESCRIPTION
 JR1329_SETTING: 0 = UNSPECIFIED SETTING
 JR1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1329
 JR1329  HISTORY     - Date     Condition        Report By
 JR1329  HISTORY     - UNK      MONUMENTED
 JR1329  HISTORY     - 1963     GOOD             USGS
 JR1329
 JR1329                          STATION DESCRIPTION
 JR1329
 JR1329'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JR1329'LOCATED 17.5 MI. N. OF HAWTHORNE, 1.2 MI. S. OF NOLAN AND ON A WIDE
 JR1329'SAGE-COVERED SLOPE W. OF A RAILROAD AND ON THE E. SIDE OF WALKER LAKE.
 JR1329'
 JR1329'TO REACH FROM THORNE, NEVADA, RAILROAD CROSSING, TAKE RD. TO LEFT
 JR1329'(NW.) ALONG RAILROAD TRACKS FOR 0.4 MI. TO Y-RD., CONTINUE ON MAIN
 JR1329'RD. TO LEFT FOR 5.2 MI. TO Y-RD., CONTINUE ON MAIN RD. TO RIGHT FOR
 JR1329'9 MI. TO RD. AND RAILROAD CROSSING, CONTINUE ON FOR 0.4 MI., TAKE
 JR1329'SHARP LEFT TURN OFF RD. TOWARD WALKER LAKE FOR 0.2 MI. TO STATION.
 JR1329'
 JR1329'STATION MARK--A STANDARD GLO BRASS CAP STAMPED----S5 S6 S31 S32
 JR1329'T10-10-1/2 N R30E 1934----ON AN IRON PIPE IN A CAIRN, PROJECTING
 JR1329'2.1 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8980 ***********************************************************************
 AA8980  DESIGNATION -  LAKE RESET
 AA8980  PID         -  AA8980
 AA8980  STATE/COUNTY-  NV/NYE
 AA8980  USGS QUAD   -  BLUE EAGLE SPRINGS (1990)
 AA8980
 AA8980                         *CURRENT SURVEY CONTROL
 AA8980  ___________________________________________________________________
 AA8980* NAD 83(1994)-  38 30 53.04965(N)    115 32 46.43114(W)     ADJUSTED  
 AA8980* NAVD 88     -      1457.     (meters)    4780.     (feet)  SCALED    
 AA8980  ___________________________________________________________________
 AA8980  LAPLACE CORR-          10.68  (seconds)                    DEFLEC99
 AA8980  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 AA8980
 AA8980  HORZ ORDER  -  FIRST
 AA8980
 AA8980.The horizontal coordinates were established by classical geodetic methods
 AA8980.and adjusted by the National Geodetic Survey in June 1998..
 AA8980
 AA8980.The orthometric height was scaled from a topographic map.
 AA8980
 AA8980.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8980
 AA8980.The geoid height was determined by GEOID03.
 AA8980
 AA8980;                    North         East     Units Scale Factor Converg.
 AA8980;SPC NV C     - 6,418,329.278   597,710.439   MT  1.00001754   +0 41 52.0
 AA8980;SPC NV C     -21,057,468.64  1,960,988.33   sFT  1.00001754   +0 41 52.0
 AA8980;UTM  11      - 4,263,929.962   626,742.830   MT  0.99979782   +0 54 19.5
 AA8980
 AA8980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8980!SPC NV C     -   0.99977508  x   1.00001754  =   0.99979261
 AA8980!UTM  11      -   0.99977508  x   0.99979782  =   0.99957294
 AA8980
 AA8980:                Primary Azimuth Mark                     Grid Az
 AA8980:SPC NV C     -  LAKE AZ MK                               013 11 34.5
 AA8980:UTM  11      -  LAKE AZ MK                               012 59 07.0
 AA8980
 AA8980|---------------------------------------------------------------------|
 AA8980| PID    Reference Object                     Distance      Geod. Az  |
 AA8980|                                                           dddmmss.s |
 AA8980| DD6139 LAKE AZ MK                                         0135326.5 |
 AA8980| JP0135 LAKE RM 1                            25.666 METERS 10000     |
 AA8980| JP0137 LAKE RM 2                            34.095 METERS 17310     |
 AA8980| JP0406 LOCKE                               APPROX.23.9 KM 2783427.0 |
 AA8980|---------------------------------------------------------------------|
 AA8980
 AA8980                          SUPERSEDED SURVEY CONTROL
 AA8980
 AA8980  NAD 83(1986)-  38 30 53.04319(N)    115 32 46.43157(W) AD(       ) 1
 AA8980
 AA8980.Superseded values are not recommended for survey control.
 AA8980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8980.See file dsdata.txt to determine how the superseded data were derived.
 AA8980
 AA8980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC2674363930(NAD 83)
 AA8980_MARKER: DS = TRIANGULATION STATION DISK
 AA8980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA8980_STAMPING: LAKE 1939 1968
 AA8980_PROJECTION: PROJECTING 7 CENTIMETERS
 AA8980
 AA8980  HISTORY     - Date     Condition        Report By
 AA8980  HISTORY     - 1968     MONUMENTED       CGS
 AA8980  HISTORY     - 1968     SEE DESCRIPTION  CGS
 AA8980
 AA8980                          STATION DESCRIPTION
 AA8980
 AA8980'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 AA8980'THE AZIMUTH MARK, REFERENCE MARKS 1 AND 2, AND THE UNDERGROUND
 AA8980'STATION MARK, WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AA8980'THE SURFACE STATION MARK WAS LAYING ON TOP OF THE GROUND SURFACE.
 AA8980'THE STATION IS ON TOP OF A SANDY KNOLL AND THE WIND HAS MOVED THE
 AA8980'SAND AWAY FROM AROUND THE MARK, LETTING IT FALL OVER.  THE
 AA8980'UNDERGROUND MARK WAS ONLY ABOUT 1 FOOT BELOW THE GROUND SURFACE,
 AA8980'SO THE POINT WAS HELD AND THE UNDERGROUND MARK LOWERED ABOUT 3
 AA8980'1/2 FEET AND A NEW SURFACE MARK SET.  A NEW DESCRIPTION FOLLOWS.
 AA8980'
 AA8980'THE STATION IS LOCATED ABOUT 26 MILES NORTH-NORTHEAST OF NYALA, 17
 AA8980'MILES SOUTH-SOUTHWEST OF CURRANT, IN RAILROAD VALLEY, ON A LOW
 AA8980'SANDY KNOLL.
 AA8980'
 AA8980'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 AA8980'HIGHWAY 20 IN CURRANT, GO SOUTHWEST ON U.S. HIGHWAY 6 FOR 11.6 MILES
 AA8980'TO AN ASPHALT ROAD LEFT AND A SIGN PENNINGTON WELLS WESTERN OIL
 AA8980'LANDS INC.  TURN LEFT, SOUTHEAST, FOR 6.65 MILES TO THE END OF THE
 AA8980'ASPHALT ROAD AT A T INTERSECTION.  TURN RIGHT, SOUTH, ON GRAVELED
 AA8980'ROAD FOR 6.5 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 AA8980'SOUTH ON THE GRAVELED ROAD FOR 0.25 MILE TO A RANCH.  CONTINUE
 AA8980'SOUTH ON GRAVELED ROAD FOR 0.5 MILE TO A DIM TRACK ROAD RIGHT.
 AA8980'TURN RIGHT, WEST, FOR ABOUT 100 YARDS TO THE TOP OF A LOW SANDY
 AA8980'KNOLL AND THE STATION.  A FOUR-WHEEL DRIVE VEHICLE NEEDED TO
 AA8980'REACH THE TOP OF THE SANDY KNOLL.
 AA8980'
 AA8980'THE STATION MARK IS A STANDARD DISK, STAMPED LAKE 1939 1968, SET
 AA8980'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 AA8980'ABOVE THE GROUND SURFACE.  IT IS 12 INCHES IN DIAMETER AND 6 FEET
 AA8980'SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 AA8980'
 AA8980'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAKE NO 1 1939, SET
 AA8980'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AA8980'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 83-1/2 FEET
 AA8980'EAST-SOUTHEAST OF THE METAL WITNESS POST.
 AA8980'
 AA8980'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LAKE NO 2 1939, SET IN
 AA8980'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AA8980'10 INCHES ABOVE THE GROUND SURFACE.  IT IS 117 FEET SOUTH OF THE
 AA8980'METAL WITNESS POST.
 AA8980'
 AA8980'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LAKE 1939, CEMENTED
 AA8980'IN A DRILL HOLE IN A SMALL BOULDER WHICH PROJECTS ABOUT 1 FOOT.
 AA8980'IT IS 40 FEET EAST OF THE CENTER OF THE ROAD AND 4-1/2 FEET SOUTH
 AA8980'OF A WOODEN WITNESS POST.
 AA8980'
 AA8980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES
 AA8980'SOUTH-SOUTHWEST OF CURRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0954 ***********************************************************************
 KR0954  DESIGNATION -  LAKE RM 1
 KR0954  PID         -  KR0954
 KR0954  STATE/COUNTY-  NV/WASHOE
 KR0954  USGS QUAD   -  CARSON CITY (1994)
 KR0954
 KR0954                         *CURRENT SURVEY CONTROL
 KR0954  ___________________________________________________________________
 KR0954* NAD 83(1986)-  39 14 47.     (N)    119 49 31.     (W)     SCALED    
 KR0954* NAVD 88     -      1547.95   (+/-2cm)    5078.6    (feet)  VERTCON   
 KR0954  ___________________________________________________________________
 KR0954  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KR0954
 KR0954  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0954
 KR0954.The horizontal coordinates were scaled from a topographic map and have
 KR0954.an estimated accuracy of +/- 6 seconds.
 KR0954
 KR0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0954.The vertical order pertains to the NGVD 29 superseded value.
 KR0954
 KR0954.The geoid height was determined by GEOID03.
 KR0954
 KR0954;                    North         East    Units  Estimated Accuracy
 KR0954;SPC NV W     - 4,499,680.      692,800.      MT  (+/- 180 meters Scaled)
 KR0954
 KR0954                          SUPERSEDED SURVEY CONTROL
 KR0954
 KR0954  NGVD 29 (??/??/92) 1546.801  (m)         5074.80   (f) ADJ UNCH    1 2
 KR0954
 KR0954.Superseded values are not recommended for survey control.
 KR0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0954.See file dsdata.txt to determine how the superseded data were derived.
 KR0954
 KR0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD561479(NAD 83)
 KR0954_MARKER: DR = REFERENCE MARK DISK
 KR0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0954_STAMPING: LAKE NO 1 1951
 KR0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0954+STABILITY: SURFACE MOTION
 KR0954
 KR0954  HISTORY     - Date     Condition        Report By
 KR0954  HISTORY     - 1951     MONUMENTED       CGS
 KR0954  HISTORY     - 1953     GOOD             NGS
 KR0954
 KR0954                          STATION DESCRIPTION
 KR0954
 KR0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0954'6.9 MI NW FROM CARSON CITY.
 KR0954'6.9 MILES NORTHWEST ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR0954'CARSON CITY, AT ABOUT THE CENTER OF AN S CURVE, AT THE CROSSING OF A
 KR0954'POWER LINE, 85.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 KR0954'65.2 FEET NORTH OF TRIANGULATION STATION LAKE, 10 1/2 FEET SOUTH OF
 KR0954'THE SOUTHEAST END OF A STEEL GATE, 5.0 FEET SOUTHWEST OF A FENCE, 1.8
 KR0954'FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 KR0954'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 KR0954'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0135 ***********************************************************************
 JP0135  DESIGNATION -  LAKE RM 1
 JP0135  PID         -  JP0135
 JP0135  STATE/COUNTY-  NV/NYE
 JP0135  USGS QUAD   -  BLUE EAGLE SPRINGS (1990)
 JP0135
 JP0135                         *CURRENT SURVEY CONTROL
 JP0135  ___________________________________________________________________
 JP0135* NAD 83(1986)-  38 30 53.     (N)    115 32 45.     (W)     SCALED    
 JP0135* NAVD 88     -      1456.012  (meters)    4776.93   (feet)  ADJUSTED  
 JP0135  ___________________________________________________________________
 JP0135  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 JP0135  DYNAMIC HT  -        1454.516 (meters)    4772.02  (feet)  COMP
 JP0135  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 JP0135
 JP0135  VERT ORDER  -  SECOND    CLASS 0
 JP0135
 JP0135.The horizontal coordinates were scaled from a topographic map and have
 JP0135.an estimated accuracy of +/- 6 seconds.
 JP0135
 JP0135.The orthometric height was determined by differential leveling
 JP0135.and adjusted by the National Geodetic Survey in June 1991..
 JP0135
 JP0135.The geoid height was determined by GEOID03.
 JP0135
 JP0135.The dynamic height is computed by dividing the NAVD 88
 JP0135.geopotential number by the normal gravity value computed on the
 JP0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0135.degrees latitude (g = 980.6199 gals.).
 JP0135
 JP0135.The modeled gravity was interpolated from observed gravity values.
 JP0135
 JP0135;                    North         East    Units  Estimated Accuracy
 JP0135;SPC NV C     - 6,418,330.      597,750.      MT  (+/- 180 meters Scaled)
 JP0135
 JP0135                          SUPERSEDED SURVEY CONTROL
 JP0135
 JP0135  NGVD 29 (??/??/92) 1454.95   (m)         4773.4    (f) COMPUTED    2 0
 JP0135
 JP0135.Superseded values are not recommended for survey control.
 JP0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0135.See file dsdata.txt to determine how the superseded data were derived.
 JP0135
 JP0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC267639(NAD 83)
 JP0135_MARKER: DR = REFERENCE MARK DISK
 JP0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0135_STAMPING: LAKE NO 1 1939
 JP0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0135+STABILITY: SURFACE MOTION
 JP0135
 JP0135  HISTORY     - Date     Condition        Report By
 JP0135  HISTORY     - 1939     MONUMENTED       CGS
 JP0135  HISTORY     - 1958     GOOD             NGS
 JP0135
 JP0135                          STATION DESCRIPTION
 JP0135
 JP0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JP0135'16.55 MI S FROM CURRANT.
 JP0135'ABOUT 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 JP0135'STATE HIGHWAY 20 AT CURRANT, THENCE 16.45 MILES SOUTH ALONG A GRAVEL
 JP0135'ROAD, 0.4 MILE SOUTH OF THE JAMES G. SHARP RANCHHOUSE, AT THE JUNCTION
 JP0135'OF A DIM TRACK ROAD SOUTHWEST, 84.38 FEET EAST OF LAKE TRIANGLATION
 JP0135'STATION, 120.60 FEET NORTH OF REFERENCE MARK NUMBER 2, 267 FEET WEST
 JP0135'OF THE CENTER LINE OF THE ROAD, ABOUT 5 FEET LOWER THAN THE STATION
 JP0135'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0956 ***********************************************************************
 KR0956  DESIGNATION -  LAKE RM 2
 KR0956  PID         -  KR0956
 KR0956  STATE/COUNTY-  NV/WASHOE
 KR0956  USGS QUAD   -  CARSON CITY (1994)
 KR0956
 KR0956                         *CURRENT SURVEY CONTROL
 KR0956  ___________________________________________________________________
 KR0956* NAD 83(1986)-  39 14 47.     (N)    119 49 31.     (W)     SCALED    
 KR0956* NAVD 88     -      1547.53   (+/-2cm)    5077.2    (feet)  VERTCON   
 KR0956  ___________________________________________________________________
 KR0956  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KR0956
 KR0956  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0956
 KR0956.The horizontal coordinates were scaled from a topographic map and have
 KR0956.an estimated accuracy of +/- 6 seconds.
 KR0956
 KR0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0956.The vertical order pertains to the NGVD 29 superseded value.
 KR0956
 KR0956.The geoid height was determined by GEOID03.
 KR0956
 KR0956;                    North         East    Units  Estimated Accuracy
 KR0956;SPC NV W     - 4,499,680.      692,800.      MT  (+/- 180 meters Scaled)
 KR0956
 KR0956                          SUPERSEDED SURVEY CONTROL
 KR0956
 KR0956  NGVD 29 (??/??/92) 1546.381  (m)         5073.42   (f) ADJ UNCH    1 2
 KR0956
 KR0956.Superseded values are not recommended for survey control.
 KR0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0956.See file dsdata.txt to determine how the superseded data were derived.
 KR0956
 KR0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD561479(NAD 83)
 KR0956_MARKER: DR = REFERENCE MARK DISK
 KR0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0956_STAMPING: LAKE NO 2 1951
 KR0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0956+STABILITY: SURFACE MOTION
 KR0956
 KR0956  HISTORY     - Date     Condition        Report By
 KR0956  HISTORY     - 1951     MONUMENTED       CGS
 KR0956  HISTORY     - 1953     GOOD             NGS
 KR0956  HISTORY     - 19990713 MARK NOT FOUND   USPSQD
 KR0956
 KR0956                          STATION DESCRIPTION
 KR0956
 KR0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0956'6.9 MI NW FROM CARSON CITY.
 KR0956'6.9 MILES NORTHWEST ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR0956'CARSON CITY, ABOUT 30 YARDS SOUTHEAST OF THE CENTER OF AN S CURVE, AT
 KR0956'THE CROSSING OF A POWER LINE, 56.8 FEET NORTHEAST OF THE CENTER LINE
 KR0956'OF THE HIGHWAY, 50.2 FEET EAST OF TRIANGULATION STATION LAKE, 13.2
 KR0956'FEET SOUTHWEST OF A FENCE, 7 FEET NORTHWEST OF A POWER LINE POLE NO.
 KR0956'28532 WITH 4 GUY WIRES, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET
 KR0956'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 KR0956
 KR0956                          STATION RECOVERY (1999)
 KR0956
 KR0956'RECOVERY NOTE BY US POWER SQUADRON 1999
 KR0956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0137 ***********************************************************************
 JP0137  DESIGNATION -  LAKE RM 2
 JP0137  PID         -  JP0137
 JP0137  STATE/COUNTY-  NV/NYE
 JP0137  USGS QUAD   -  BLUE EAGLE SPRINGS (1990)
 JP0137
 JP0137                         *CURRENT SURVEY CONTROL
 JP0137  ___________________________________________________________________
 JP0137* NAD 83(1986)-  38 30 51.     (N)    115 32 45.     (W)     SCALED    
 JP0137* NAVD 88     -      1455.420  (meters)    4774.99   (feet)  ADJUSTED  
 JP0137  ___________________________________________________________________
 JP0137  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 JP0137  DYNAMIC HT  -        1453.924 (meters)    4770.08  (feet)  COMP
 JP0137  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 JP0137
 JP0137  VERT ORDER  -  SECOND    CLASS 0
 JP0137
 JP0137.The horizontal coordinates were scaled from a topographic map and have
 JP0137.an estimated accuracy of +/- 6 seconds.
 JP0137
 JP0137.The orthometric height was determined by differential leveling
 JP0137.and adjusted by the National Geodetic Survey in June 1991..
 JP0137
 JP0137.The geoid height was determined by GEOID03.
 JP0137
 JP0137.The dynamic height is computed by dividing the NAVD 88
 JP0137.geopotential number by the normal gravity value computed on the
 JP0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0137.degrees latitude (g = 980.6199 gals.).
 JP0137
 JP0137.The modeled gravity was interpolated from observed gravity values.
 JP0137
 JP0137;                    North         East    Units  Estimated Accuracy
 JP0137;SPC NV C     - 6,418,270.      597,750.      MT  (+/- 180 meters Scaled)
 JP0137
 JP0137                          SUPERSEDED SURVEY CONTROL
 JP0137
 JP0137  NGVD 29 (??/??/92) 1454.36   (m)         4771.5    (f) COMPUTED    2 0
 JP0137
 JP0137.Superseded values are not recommended for survey control.
 JP0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0137.See file dsdata.txt to determine how the superseded data were derived.
 JP0137
 JP0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC267638(NAD 83)
 JP0137_MARKER: DR = REFERENCE MARK DISK
 JP0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0137_STAMPING: LAKE NO 2 1939
 JP0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0137+STABILITY: SURFACE MOTION
 JP0137
 JP0137  HISTORY     - Date     Condition        Report By
 JP0137  HISTORY     - 1939     MONUMENTED       CGS
 JP0137  HISTORY     - 1958     GOOD             NGS
 JP0137
 JP0137                          STATION DESCRIPTION
 JP0137
 JP0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JP0137'16.55 MI S FROM CURRANT.
 JP0137'ABOUT 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 JP0137'STATE HIGHWAY 20 AT CURRANT, THENCE 16.45 MILES SOUTH ALONG A GRAVEL
 JP0137'ROAD, 0.4 MILE SOUTH OF THE JAMES G. SHARP RANCHHOUSE, AT THE JUNCTION
 JP0137'OF A DIM TRACK ROAD SOUTHWEST, 111.81 FEET SOUTHEAST OF LAKE
 JP0137'TRIANGULATION STATION, 129 FEET NORTHWEST OF THE CENTER LINE OF THE
 JP0137'TRACK ROAD, ABOUT 6 FEET LOWER THAN THE STATION AND IN THE TOP OF A
 JP0137'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1239 ***********************************************************************
 JR1239  DESIGNATION -  LAKE TAHOE AZIMUTH STA
 JR1239  PID         -  JR1239
 JR1239  STATE/COUNTY-  NV/DOUGLAS
 JR1239  USGS QUAD   -  SOUTH LAKE TAHOE (1992)
 JR1239
 JR1239                         *CURRENT SURVEY CONTROL
 JR1239  ___________________________________________________________________
 JR1239* NAD 83(1994)-  38 58 01.49791(N)    119 56 57.54692(W)     ADJUSTED  
 JR1239* NAVD 88     -      1900.     (meters)    6234.     (feet)  SCALED    
 JR1239  ___________________________________________________________________
 JR1239  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 JR1239  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 JR1239
 JR1239  HORZ ORDER  -  THIRD
 JR1239
 JR1239.The horizontal coordinates were established by classical geodetic methods
 JR1239.and adjusted by the National Geodetic Survey in June 1998..
 JR1239
 JR1239.The orthometric height was scaled from a topographic map.
 JR1239
 JR1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1239
 JR1239.The geoid height was determined by GEOID03.
 JR1239
 JR1239;                    North         East     Units Scale Factor Converg.
 JR1239;SPC NV W     - 4,468,832.036   681,624.269   MT  1.00007250   -0 51 32.9
 JR1239;SPC NV W     -14,661,493.10  2,236,295.62   sFT  1.00007250   -0 51 32.9
 JR1239;SPC CA 2     -   646,357.976 2,177,695.564   MT  0.99991677   +1 17 34.4
 JR1239;SPC CA 2     - 2,120,592.79  7,144,656.20   sFT  0.99991677   +1 17 34.4
 JR1239;UTM  11      - 4,317,261.688   244,471.213   MT  1.00040409   -1 51 20.7
 JR1239;UTM  10      - 4,317,551.185   764,312.577   MT  1.00046033   +1 55 10.6
 JR1239
 JR1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1239!SPC NV W     -   0.99970572  x   1.00007250  =   0.99977820
 JR1239!SPC CA 2     -   0.99970572  x   0.99991677  =   0.99962251
 JR1239!UTM  11      -   0.99970572  x   1.00040409  =   1.00010969
 JR1239!UTM  10      -   0.99970572  x   1.00046033  =   1.00016591
 JR1239
 JR1239|---------------------------------------------------------------------|
 JR1239| PID    Reference Object                     Distance      Geod. Az  |
 JR1239|                                                           dddmmss.s |
 JR1239| JR1249 INITIAL STONE                       326.454 METERS 18151     |
 JR1239| JR1245 LOG                                 APPROX. 2.2 KM 2074544.0 |
 JR1239| JR1241 PINE                                APPROX. 3.7 KM 2274623.5 |
 JR1239| JR1244 MERIDIAN 120 DEGREES                APPROX. 5.2 KM 2371847.0 |
 JR1239| JS3918 TALLAC 1893 AZ MK                   APPROX. 9.3 KM 2513400.5 |
 JR1239|---------------------------------------------------------------------|
 JR1239
 JR1239                          SUPERSEDED SURVEY CONTROL
 JR1239
 JR1239  NAD 83(1992)-  38 58 01.49783(N)    119 56 57.54687(W) AD(       ) 3
 JR1239  NAD 83(1986)-  38 58 01.47845(N)    119 56 57.51413(W) AD(       ) 3
 JR1239  NAD 27      -  38 58 01.80900(N)    119 56 53.87200(W) AD(       ) 3
 JR1239
 JR1239.Superseded values are not recommended for survey control.
 JR1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1239.See file dsdata.txt to determine how the superseded data were derived.
 JR1239
 JR1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4447117262(NAD 83)
 JR1239_MARKER: Z = SEE DESCRIPTION
 JR1239_SETTING: 0 = UNSPECIFIED SETTING
 JR1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1239
 JR1239  HISTORY     - Date     Condition        Report By
 JR1239  HISTORY     - 1893     MONUMENTED       CGS
 JR1239
 JR1239                          STATION DESCRIPTION
 JR1239
 JR1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (CHS)
 JR1239'STATION IS LOCATED ABOUT 975 M. N OF LAKE SHORE STONE, 50
 JR1239'M. N OF SMALLS (OR AVERILLS) CREEK, 13 IN. FROM THE BLUFF
 JR1239'LINE ON THE LAKE SHORE.  STATION IS MARKED BY A COPPER BOLT
 JR1239'IN THE TOP OF A BRICK PIER WITH A STONE FOUNDATION.  THE PIER,
 JR1239'WHICH IS LAID IN PORTLAND CEMENT, IS 26-IN. SQUARE AT THE
 JR1239'TOP AND RISES 4 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0742 ***********************************************************************
 LQ0742  DESIGNATION -  LAMOILLE
 LQ0742  PID         -  LQ0742
 LQ0742  STATE/COUNTY-  NV/ELKO
 LQ0742  USGS QUAD   -  NOON ROCK (1990)
 LQ0742
 LQ0742                         *CURRENT SURVEY CONTROL
 LQ0742  ___________________________________________________________________
 LQ0742* NAD 83(1994)-  40 43 29.01802(N)    115 32 36.87539(W)     ADJUSTED  
 LQ0742* NAVD 88     -      1770.3    (meters)    5808.     (feet)  VERTCON   
 LQ0742  ___________________________________________________________________
 LQ0742  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 LQ0742  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 LQ0742
 LQ0742  HORZ ORDER  -  FIRST
 LQ0742
 LQ0742.The horizontal coordinates were established by classical geodetic methods
 LQ0742.and adjusted by the National Geodetic Survey in June 1998..
 LQ0742
 LQ0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0742
 LQ0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0742
 LQ0742.The geoid height was determined by GEOID03.
 LQ0742
 LQ0742;                    North         East     Units Scale Factor Converg.
 LQ0742;SPC NV E     - 8,663,080.022   203,358.491   MT  0.99990014   +0 01 33.4
 LQ0742;SPC NV E     -28,422,121.71    667,185.32   sFT  0.99990014   +0 01 33.4
 LQ0742;UTM  11      - 4,509,219.935   622,997.624   MT  0.99978621   +0 57 01.2
 LQ0742
 LQ0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0742!SPC NV E     -   0.99972528  x   0.99990014  =   0.99962544
 LQ0742!UTM  11      -   0.99972528  x   0.99978621  =   0.99951155
 LQ0742
 LQ0742|---------------------------------------------------------------------|
 LQ0742| PID    Reference Object                     Distance      Geod. Az  |
 LQ0742|                                                           dddmmss.s |
 LQ0742| DD6147 LAMOILLE RM 1                        15.195 METERS 02615     |
 LQ0742| DD6148 LAMOILLE RM 2                        10.563 METERS 10940     |
 LQ0742| LQ0693 RUBY DOME CAIRN                     APPROX.12.8 KM 1531435.8 |
 LQ0742| DD6146 LAMOILLE AZ MK                                     2683231.7 |
 LQ0742|---------------------------------------------------------------------|
 LQ0742
 LQ0742                          SUPERSEDED SURVEY CONTROL
 LQ0742
 LQ0742  NAD 83(1986)-  40 43 29.02275(N)    115 32 36.86766(W) AD(       ) 1
 LQ0742  NAD 27      -  40 43 29.28500(N)    115 32 33.64700(W) AD(       ) 1
 LQ0742  NGVD 29 (03/11/99) 1769.1    (m)         5804.     (f) VERT ANG       
 LQ0742
 LQ0742.Superseded values are not recommended for survey control.
 LQ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0742.See file dsdata.txt to determine how the superseded data were derived.
 LQ0742
 LQ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF2299809220(NAD 83)
 LQ0742_MARKER: DS = TRIANGULATION STATION DISK
 LQ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0742_SP_SET: SQUARE CONCRETE MONUMENT
 LQ0742_STAMPING: LAMOILLE 1947
 LQ0742_MARK LOGO: CGS   
 LQ0742_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0742+STABILITY: SURFACE MOTION
 LQ0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0742+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1992
 LQ0742
 LQ0742  HISTORY     - Date     Condition        Report By
 LQ0742  HISTORY     - 1947     MONUMENTED       CGS
 LQ0742  HISTORY     - 1947     GOOD             CGS
 LQ0742  HISTORY     - 1961     GOOD             USGS
 LQ0742  HISTORY     - 19920703 GOOD             NGS
 LQ0742
 LQ0742                          STATION DESCRIPTION
 LQ0742
 LQ0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0742'STATION IS ABOUT 17 MILE ESE OF ELKO, NEVADA, ABOUT 4 MILES
 LQ0742'WEST OF THE SMALL SETTLEMENT OF LAMOILLE AND ON A LOW RIDGE
 LQ0742'THAT IS ABOUT 150 FEET HIGHER THAN THE ROAD AND ABOUT 150 YARDS
 LQ0742'NORTH OF THE NEW BLACKTOP HIGHWAY.
 LQ0742'
 LQ0742'STATION MARK IS STANDARD DISK SET IN 12 X 12 INCH CONCRETE
 LQ0742'MONUMENT WHICH PROJECTS 5 INCHES ABOVE THE SURROUNDING GROUND.
 LQ0742'THERE IS A SUBSURFACE MARK, DIRECTLY UNDER AND THE
 LQ0742'MARKS ARE STAMPED LAMOILLE 1947.
 LQ0742'
 LQ0742'REFERENCE MARK NO 1 IS A 12 X 12 INCH CONCRETE
 LQ0742'MONUMENT WITH THE STANDARD DISK SET IN THE TOP AND CENTER,
 LQ0742'STAMPED LAMOILLE NO 1 1947, THE MONUMENT PROJECTS ABOUT 4
 LQ0742'INCHES ABOVE THE SURROUNDING GROUND AND IS ABOUT THE SAME LEVEL
 LQ0742'AS THE STATION.
 LQ0742'
 LQ0742'REFERENCE MARK NO. 2 IS A 12 X 12 INCH CONCRETE
 LQ0742'MONUMENT WITH THE STANDARD DISK SET IN THE TOP AND CENTER AND
 LQ0742'STAMPED LAMOILLE NO 2 1947, THE MONUMENT PROJECTS ABOUT 6
 LQ0742'INCHES ABOVE THE SURROUNDING GROUND AND IS ABOUT THE SAME
 LQ0742'LEVEL AS THE STATION.
 LQ0742'
 LQ0742'AZIMUTH MARK IS A 12 X 12 INCH CONCRETE MONUMENT
 LQ0742'WITH THE STANDARD DISK SET IN THE TOP AND CENTER AND STAMPED
 LQ0742'LAMOILLE 1947, IT IS ABOUT 1.2 MILE WEST OF THE STATION ALONG
 LQ0742'THE NEW BLACKTOP HIGHWAY, 36 FEET WEST OF THE NW END OF
 LQ0742'A GALVANIZED CULVERT, 35 FEET NW OF THE CENTERLINE OF THE
 LQ0742'HIGHWAY, AND 1 FOOT SOUTHEAST OF A BARB-WIRE FENCE.  IT
 LQ0742'PROJECTS ABOUT 5 INCHES AND IS ABOUT ONE FOOT HIGHER THAN THE
 LQ0742'CENTER OF THE HIGHWAY.
 LQ0742'
 LQ0742'TO REACH FROM THE INTERSECTION OF IDAHO ST. (U.S. 40) AND
 LQ0742'5TH ST. IN ELKO, NEVADA GO E ON 5TH ST. ACROSSED THE TRACKS
 LQ0742'AND RIVER BRIDGE AND THENCE ONTO THE NEW BLACKTOP ROAD FOR
 LQ0742'ABOUT 7 MILES TO THE JIGGS ROAD ON THE RIGHT.  CONTINUE
 LQ0742'STRAIGHT AHEAD ON THE BLACKTOP FOR ABOUT 8 MILES TO THE AZIMUTH
 LQ0742'MARK ON THE LEFT AS DESCRIBED.  CONTINUE FOR 1.2 MILES TO THE
 LQ0742'STATION ON THE LEFT AS DESCRIBED-BUT IN ORDER TO DRIVE TO
 LQ0742'THE STATION WITH OUT TAKING FENCES DOWN ONE MUST DRIVE ABOUT
 LQ0742'THREE MILES AROUND, TO DO SO CONTINUE E ON THE HIGHWAY FOR
 LQ0742'0.85 MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT AND GO
 LQ0742'THROUGH THE GATE ONTO A TRACK ROAD, GO ABOUT 1/2 MILE TO
 LQ0742'THE POWERLINE.  TURN LEFT AND FOLLOW UNDER THE POWER LINE
 LQ0742'FOR ABOUT 3/4 MILE TO A CREEK CROSSING.  CROSS THE CREEK
 LQ0742'AND THEN BEAR LEFT BACK TO THE HIGHWAY FENCE THENCE WEST TO
 LQ0742'THE STATION AS DESCRIBED.
 LQ0742
 LQ0742                          STATION RECOVERY (1947)
 LQ0742
 LQ0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LQ0742'RECOVERED IN GOOD CONDITION.
 LQ0742
 LQ0742                          STATION RECOVERY (1961)
 LQ0742
 LQ0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LQ0742'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-4 STATION 1050.
 LQ0742'STATION MARK--STANDARD DISC STAMPED---LAMOILLE  1947---SET IN 12X12
 LQ0742'INCH CONCRETE MONUMENT WHICH PROJECTS 5 INCHES ABOVE GROUND.
 LQ0742
 LQ0742                          STATION RECOVERY (1992)
 LQ0742
 LQ0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LQ0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0806 ***********************************************************************
 LR0806  DESIGNATION -  LAMP
 LR0806  PID         -  LR0806
 LR0806  STATE/COUNTY-  NV/HUMBOLDT
 LR0806  USGS QUAD   -  VALMY (1981)
 LR0806
 LR0806                         *CURRENT SURVEY CONTROL
 LR0806  ___________________________________________________________________
 LR0806* NAD 83(1994)-  40 46 43.57832(N)    117 12 35.75718(W)     ADJUSTED  
 LR0806* NAVD 88     -      1642.5    (meters)    5389.     (feet)  VERTCON   
 LR0806  ___________________________________________________________________
 LR0806  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 LR0806  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 LR0806
 LR0806  HORZ ORDER  -  SECOND
 LR0806
 LR0806.The horizontal coordinates were established by classical geodetic methods
 LR0806.and adjusted by the National Geodetic Survey in June 1998..
 LR0806
 LR0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0806
 LR0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0806
 LR0806.The geoid height was determined by GEOID03.
 LR0806
 LR0806;                    North         East     Units Scale Factor Converg.
 LR0806;SPC NV W     - 4,669,987.829   915,926.883   MT  1.00006536   +0 53 49.6
 LR0806;SPC NV W     -15,321,451.74  3,005,003.45   sFT  1.00006536   +0 53 49.6
 LR0806;SPC NV C     - 6,669,222.252   454,144.221   MT  0.99992587   -0 21 17.4
 LR0806;SPC NV C     -21,880,606.67  1,489,971.50   sFT  0.99992587   -0 21 17.4
 LR0806;UTM  11      - 4,514,220.297   482,285.444   MT  0.99960386   -0 08 13.6
 LR0806
 LR0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0806!SPC NV W     -   0.99974561  x   1.00006536  =   0.99981095
 LR0806!SPC NV C     -   0.99974561  x   0.99992587  =   0.99967150
 LR0806!UTM  11      -   0.99974561  x   0.99960386  =   0.99934957
 LR0806
 LR0806:                Primary Azimuth Mark                     Grid Az
 LR0806:SPC NV W     -  STONE                                    018 04 17.0
 LR0806:SPC NV C     -  STONE                                    019 19 24.0
 LR0806:UTM  11      -  STONE                                    019 06 20.2
 LR0806
 LR0806|---------------------------------------------------------------------|
 LR0806| PID    Reference Object                     Distance      Geod. Az  |
 LR0806|                                                           dddmmss.s |
 LR0806| LR0366 STONE                               APPROX. 6.8 KM 0185806.6 |
 LR0806| DB8056 LAMP RM 1                            16.243 METERS 28818     |
 LR0806| DB8057 LAMP RM 2                            21.069 METERS 31642     |
 LR0806|---------------------------------------------------------------------|
 LR0806
 LR0806                          SUPERSEDED SURVEY CONTROL
 LR0806
 LR0806  NAD 83(1986)-  40 46 43.58250(N)    117 12 35.75476(W) AD(       ) 2
 LR0806  NAD 27      -  40 46 43.92110(N)    117 12 32.35660(W) AD(       ) 2
 LR0806  NGVD 29 (07/19/86) 1641.4    (m)         5385.     (f) VERT ANG       
 LR0806
 LR0806.Superseded values are not recommended for survey control.
 LR0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0806.See file dsdata.txt to determine how the superseded data were derived.
 LR0806
 LR0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF8228514220(NAD 83)
 LR0806_MARKER: DS = TRIANGULATION STATION DISK
 LR0806_SETTING: 80 = SET IN A BOULDER
 LR0806_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LR0806
 LR0806  HISTORY     - Date     Condition        Report By
 LR0806  HISTORY     - 1958     MONUMENTED       CGS
 LR0806  HISTORY     - 1970     GOOD             NGS
 LR0806
 LR0806                          STATION DESCRIPTION
 LR0806
 LR0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0806'THE STATION IS ABOUT 4-1/2 MILES WEST AND 1/2 MILE SOUTH OF
 LR0806'VALMY, ALONG THE MAIN RIDGE THAT EXTENDS SOUTH FROM THE LONE
 LR0806'BUTTE WHICH IS ALONG THE SOUTH SIDE OF U.S. HIGHWAY 40 ABOUT
 LR0806'5 MILES NORTHWEST OF VALMY.  THERE ARE A SERIES OF HILLS EXTENDING
 LR0806'SOUTH FROM THE BUTTE AND THE STATION IS ON THE CREST OF A ROUNDED
 LR0806'HILL ABOUT 3 MILES SOUTH OF THE LONE BUTTE AND 1-1/2 MILES TO
 LR0806'THE NORTHEAST OF THE HIGHER ELEVATION OF THIS GROUP.
 LR0806'
 LR0806'TO REACH FROM VALMY, GO NORTHWEST ON U.S. HIGHWAY 40 FOR 5.4
 LR0806'MILES TO A SIDE ROAD LEFT (0.45 MILE NORTHWEST FROM THE
 LR0806'JUNCTION WITH ELLISON RANCH ROAD).  TURN LEFT, SOUTH (ON ROAD
 LR0806'AT THE NORTHWEST SIDE OF THE LONE BUTTE) FOR 0.35 MILE TO
 LR0806'FORK.  KEEP MAIN ROAD, LEFT FORK, SOUTHWESTERLY, FOR 2.15
 LR0806'MILES TO DIM TRACKS LEFT.  TURN LEFT AND FOLLOW TRACKS
 LR0806'CORSSCOUNTRY, SOUTHEASTERLY, (TOWARDS NORTH BATTLE PEAK)
 LR0806'UP A FLAT SAGE DRAW BETWEEN TWO RANGES AND ALONG THE CREST OF
 LR0806'THE MAIN RIDGE, FOR 3.45 MILES TO TOP OF HILL AND STATION.
 LR0806'A 4-WHEEL DRIVE VEHICLE REQUIRED.
 LR0806'
 LR0806'THE STATION MARK, STAMPED LAMP 1958, IS A STANDARD DISK
 LR0806'CEMENTED IN A DRILL HOLE IN A BOULDER AND BURIED IN A MASS OF
 LR0806'CONCRETE FLUSH WITH THE GROUND.
 LR0806'
 LR0806'THE REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILL
 LR0806'HOLES IN OUTCROPPING ROCK ABOUT FLUSH WITH THE GROUND.  STAMPED
 LR0806'LAMP 1958, NO 1 AND NO 2 RESPECTIVELY.
 LR0806
 LR0806                          STATION RECOVERY (1970)
 LR0806
 LR0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LR0806'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LR0806'AS DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW ROUTE TO THE
 LR0806'STATION FOLLOWS.
 LR0806'
 LR0806'TO REACH THE STATION FROM THE POST OFFICE IN VALMY, GO SOUTH
 LR0806'FOR 0.1 MILE PASSING UNDER INTERSTATE HIGHWAY 80.  TURN RIGHT
 LR0806'ALONG THE FRONTAGE AND GO WEST AND SOUTH FOR 3.7 MILES TO A
 LR0806'POWER LINE ROAD JUST BEFORE REACHING THE VALMY MICRO WAVE
 LR0806'STATION.  TURN RIGHT ALONG THE GRADED ROAD FOR 2.0 MILES
 LR0806'TO THE TOP OF A RIDGE.  TURN LEFT ACROSS COUNTRY FOLLOWING
 LR0806'THE MAIN RIDGE FOR 1.5 MILES TO THE STATION.  A 2-WHEEL DRIVE
 LR0806'VEHICLE CAN FOLLOW THIS ROUTE.
 LR0806'
 LR0806'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LR0806'
 LR0806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 LR0806'SOUTHWEST OF VALMY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0813 ***********************************************************************
 LR0813  DESIGNATION -  LAN
 LR0813  PID         -  LR0813
 LR0813  STATE/COUNTY-  NV/LANDER
 LR0813  USGS QUAD   -  ANTLER PEAK (1984)
 LR0813
 LR0813                         *CURRENT SURVEY CONTROL
 LR0813  ___________________________________________________________________
 LR0813* NAD 83(1994)-  40 30 27.19764(N)    117 14 42.32174(W)     ADJUSTED  
 LR0813* NAVD 88     -      1445.3    (meters)    4742.     (feet)  VERTCON   
 LR0813  ___________________________________________________________________
 LR0813  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 LR0813  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 LR0813
 LR0813  HORZ ORDER  -  THIRD
 LR0813
 LR0813.The horizontal coordinates were established by classical geodetic methods
 LR0813.and adjusted by the National Geodetic Survey in June 1998..
 LR0813
 LR0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0813
 LR0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0813
 LR0813.The geoid height was determined by GEOID03.
 LR0813
 LR0813;                    North         East     Units Scale Factor Converg.
 LR0813;SPC NV C     - 6,639,126.178   450,978.672   MT  0.99992957   -0 22 32.6
 LR0813;SPC NV C     -21,781,866.47  1,479,585.86   sFT  0.99992957   -0 22 32.6
 LR0813;SPC NV W     - 4,639,825.881   913,417.511   MT  1.00005829   +0 52 09.6
 LR0813;SPC NV W     -15,222,495.41  2,996,770.62   sFT  1.00005829   +0 52 09.6
 LR0813;UTM  11      - 4,484,122.173   479,234.952   MT  0.99960531   -0 09 33.1
 LR0813
 LR0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0813!SPC NV C     -   0.99977660  x   0.99992957  =   0.99970619
 LR0813!SPC NV W     -   0.99977660  x   1.00005829  =   0.99983488
 LR0813!UTM  11      -   0.99977660  x   0.99960531  =   0.99938200
 LR0813
 LR0813|---------------------------------------------------------------------|
 LR0813| PID    Reference Object                     Distance      Geod. Az  |
 LR0813|                                                           dddmmss.s |
 LR0813| DB8059 LAN RM 1                             18.980 METERS 08325     |
 LR0813| DB8058 LAN AZ MK                                          0972403.0 |
 LR0813| DB8060 LAN RM 2                             18.640 METERS 17538     |
 LR0813| LR0843 AIRWAY BCN 32 SW OF BATTLE MTN      APPROX.30.8 KM 2261325.7 |
 LR0813|---------------------------------------------------------------------|
 LR0813
 LR0813                          SUPERSEDED SURVEY CONTROL
 LR0813
 LR0813  NAD 83(1986)-  40 30 27.20081(N)    117 14 42.31574(W) AD(       ) 3
 LR0813  NAD 27      -  40 30 27.51920(N)    117 14 38.92740(W) AD(       ) 3
 LR0813  NGVD 29 (07/19/86) 1444.2    (m)         4738.     (f) VERT ANG       
 LR0813
 LR0813.Superseded values are not recommended for survey control.
 LR0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0813.See file dsdata.txt to determine how the superseded data were derived.
 LR0813
 LR0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME7923584122(NAD 83)
 LR0813_MARKER: DS = TRIANGULATION STATION DISK
 LR0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0813
 LR0813  HISTORY     - Date     Condition        Report By
 LR0813  HISTORY     - 1958     MONUMENTED       CGS
 LR0813
 LR0813                          STATION DESCRIPTION
 LR0813
 LR0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0813'THE STATION IS LOCATED ABOUT 19 MILES AIRLINE SOUTHWEST OF BATTLE
 LR0813'MOUNTAIN, 2-1/2 MILES AIRLINE EAST OF WHERE THE PERSHING AND
 LR0813'HUMBOLDT COUNTY LINE INTERSECTS WITH THE LANDER COUNTY LINE
 LR0813'ON A LOW, FLAT RIDGE AT THE NORTHEAST EDGE OF BUFFALO VALLEY.
 LR0813'
 LR0813'TO REACH THE STATION FROM THE POST OFFICE AT BATTLE MOUNTAIN GO
 LR0813'NORTHWEST ONE BLOCK TO AN INTERSECTION.  TURN LEFT AND SO
 LR0813'SOUTHWEST ON STATE HIGHWAY 8A FOR 11.5 MILES TO A SIDE ROAD ON
 LR0813'THE RIGHT AND A SIGN BUFFALO VALLEY ROAD.  TURN RIGHT ON PAVED
 LR0813'ROAD AND GO WEST FOR 2.3 MILES TO A FORKS.  KEEP THE RIGHT FORK
 LR0813'AND GO 1.45 MILES TO A FORKS.  TAKE THE LEFT FORK, STRAIGHT
 LR0813'AHEAD FOR 1.1 MILES TO A FORKS.  KEEP THE LEFT FORK, STRAIGHT
 LR0813'AHEAD, FOR 0.15 MILE TO A FORKS.  TAKE THE LEFT FORK OFF THE
 LR0813'MAIN TRAVELED ROAD FOR 1.15 MILES TO A SIDE ROAD ON THE
 LR0813'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A FORKS.
 LR0813'KEEP THE RIGHT FORK AND GO WESTERLY FOR 0.25 MILE TO A
 LR0813'SIDE ROAD ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.35
 LR0813'MILE TO A REVERSE FORK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD
 LR0813'FOR 1.2 MILES TO A FORKS AND A BEACH MARK.  TAKE THE RIGHT
 LR0813'FORK, STRAIGHT AHEAD, FOR 1.45 MILES TO A FORKS.  KEEP THE
 LR0813'RIGHT FOR 1.15 MILES TO THE AZIMUTH MARK ON THE LEFT.
 LR0813'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO THE STATION ON THE
 LR0813'RIGHT.
 LR0813'
 LR0813'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED LAN 1958
 LR0813'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 LR0813'PROJECTS 4 INCHES ABOVE GROUND LEVEL AND 9 FEET NORTHWEST OF A
 LR0813'WITNESS POST.
 LR0813'
 LR0813'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 LR0813'LAN NO 1 1958 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 LR0813'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND LEVEL.
 LR0813'
 LR0813'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 LR0813'LAN NO 2 1958 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 LR0813'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND LEVEL.
 LR0813'
 LR0813'THE AZMUTH MARK IS A STANDARD BRONZE DISK STAMPED LAN 1958
 LR0813'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, 24 FEET
 LR0813'SOUTH OF THE MAIN ROAD LEADING TO THE STATION AND IS FLUSH WITH
 LR0813'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0591 ***********************************************************************
 KR0591  DESIGNATION -  LANAC
 KR0591  PID         -  KR0591
 KR0591  STATE/COUNTY-  NV/LYON
 KR0591  USGS QUAD   -  FERNLEY WEST (1985)
 KR0591
 KR0591                         *CURRENT SURVEY CONTROL
 KR0591  ___________________________________________________________________
 KR0591* NAD 83(1994)-  39 37 00.03515(N)    119 17 27.50320(W)     ADJUSTED  
 KR0591* NAVD 88     -      1280.418  (meters)    4200.84   (feet)  ADJUSTED  
 KR0591  ___________________________________________________________________
 KR0591  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 KR0591  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR0591  DYNAMIC HT  -        1279.313 (meters)    4197.21  (feet)  COMP
 KR0591  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 KR0591
 KR0591  HORZ ORDER  -  SECOND
 KR0591  VERT ORDER  -  SECOND    CLASS 0
 KR0591
 KR0591.The horizontal coordinates were established by classical geodetic methods
 KR0591.and adjusted by the National Geodetic Survey in June 1998..
 KR0591
 KR0591.The orthometric height was determined by differential leveling
 KR0591.and adjusted by the National Geodetic Survey in June 1991..
 KR0591
 KR0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0591
 KR0591.The geoid height was determined by GEOID03.
 KR0591
 KR0591.The dynamic height is computed by dividing the NAVD 88
 KR0591.geopotential number by the normal gravity value computed on the
 KR0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0591.degrees latitude (g = 980.6199 gals.).
 KR0591
 KR0591.The modeled gravity was interpolated from observed gravity values.
 KR0591
 KR0591;                    North         East     Units Scale Factor Converg.
 KR0591;SPC NV W     - 4,540,295.164   739,241.161   MT  0.99994544   -0 27 04.5
 KR0591;SPC NV W     -14,895,951.72  2,425,327.04   sFT  0.99994544   -0 27 04.5
 KR0591;UTM  11      - 4,387,721.203   303,344.234   MT  1.00007616   -1 27 40.7
 KR0591
 KR0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0591!SPC NV W     -   0.99980294  x   0.99994544  =   0.99974839
 KR0591!UTM  11      -   0.99980294  x   1.00007616  =   0.99987908
 KR0591
 KR0591|---------------------------------------------------------------------|
 KR0591| PID    Reference Object                     Distance      Geod. Az  |
 KR0591|                                                           dddmmss.s |
 KR0591| KR0590 LANAC RM 1                           10.511 METERS 02911     |
 KR0591| KR0589 X 339                                68.400 METERS 06855     |
 KR0591| KR1582 BEACON 216 2 MILES OF FERNLEY       APPROX. 0.9 KM 1742729.8 |
 KR0591| KR0592 IN 001/1 X 17 6                      10.669 METERS 30619     |
 KR0591|---------------------------------------------------------------------|
 KR0591
 KR0591                          SUPERSEDED SURVEY CONTROL
 KR0591
 KR0591  NAD 83(1992)-  39 37 00.04151(N)    119 17 27.49092(W) AD(       ) 2
 KR0591  NAD 83(1986)-  39 37 00.04103(N)    119 17 27.48243(W) AD(       ) 2
 KR0591  NAD 27      -  39 37 00.35440(N)    119 17 23.87200(W) AD(       ) 2
 KR0591  NGVD 29 (??/??/92) 1279.443  (m)         4197.64   (f) ADJ UNCH    2 0
 KR0591
 KR0591.Superseded values are not recommended for survey control.
 KR0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0591.See file dsdata.txt to determine how the superseded data were derived.
 KR0591
 KR0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0334487721(NAD 83)
 KR0591_MARKER: DS = TRIANGULATION STATION DISK
 KR0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0591_STAMPING: LANAC 1958
 KR0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0591+STABILITY: SURFACE MOTION
 KR0591
 KR0591  HISTORY     - Date     Condition        Report By
 KR0591  HISTORY     - 1958     MONUMENTED       CGS
 KR0591  HISTORY     - 1958     GOOD             CGS
 KR0591
 KR0591                          STATION DESCRIPTION
 KR0591
 KR0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR0591'THE STATION IS 2.5 MILES WEST-NORTHWEST OF FERNLEY, 1.5 MILE
 KR0591'SOUTH-SOUTHWEST OF WADSWORTH, ON THE NORTH BANK OF THE CANAL
 KR0591'WHERE THE CANAL PASSES AROUND THE NORTH END OF THE RIDGE.  IT
 KR0591'IS 100 FEET SOUTH OF THE RAILROAD AND ABOUT 25 FEET HIGHER,
 KR0591'10 FEET SOUTH OF THE CENTER OF THE ROAD WHICH IS ON THE TOP
 KR0591'OF THE LEVEE, 7 FEET EAST OF A WHITE WITNESS POST, 6 FEET NORTH
 KR0591'OF THE NORTH BANK OF THE CANAL.  THE CANAL AT THIS POINT IS
 KR0591'LINED WITH CONCRETE ONLY WHERE IT PASSES ARROUND THE END OF
 KR0591'THE RIDGE.
 KR0591'
 KR0591'THE STATION MARK AND REFERENCE MARK NO 1 ARE STANDARD DISKS
 KR0591'SET IN SQUARE CONCRETE POSTS AND STAMPED LANAC 1958 WITH THE
 KR0591'REFERENCE MARK FURTHER STAMPED NO 1.
 KR0591'
 KR0591'REFERENCE MARK NO 2 IS A NEVADA HIGHWAY DEPARTMENT MONUMENT
 KR0591'SET IN THE TOP OF A CYLINDRICAL POST AND STAMPED IN001/1X 17-6 BM.
 KR0591'IT IS 10 FEET NORTH OF THE CENTER LINE OF THE ROAD AND 3
 KR0591'FEET SOUTH OF AN IRON WITNESS POST.
 KR0591'
 KR0591'A U.S.C. AND G.S. BENCH MARK X339 1953 IS APPROXIMATELY 224
 KR0591'FEET FROM THE STATION AND ABOUT 25 FEET LOWER THAN THE
 KR0591'STATION BETWEEN THE BASE OF THE LEVEE AND THE RAILROAD TRACK
 KR0591'AND 3 FEET WEST OF A WHITE WITNESS POST.
 KR0591'
 KR0591'TO REACH FROM THE FERNLEY POST OFFICE GO WEST ON U.S. HIGHWAY
 KR0591'40 TO A POINT WHERE THE HIGHWAY TURNS NORTH UNDER THE RAILROAD
 KR0591'AND THE MAIN STREET OF FERNLEY CONTINUES STRAIGHT AHEAD, WEST,
 KR0591'FOR 0.5 MILE.  CONTINUE STRAIGHT AHEAD ON THE BLACK TOP FOR 1.3
 KR0591'MILES ALONG THE NORTH SIDE OF THE CANAL LEVEE TO A POINT WHERE
 KR0591'THE ROAD TURNS UP ONTO THE TOP OF THE LEVEE, CONTINUE WEST ALONG
 KR0591'THE TOP OF THE LEVEE FOR 0.6 MILE TO A BEND IN THE CANAL AND
 KR0591'THE STATION ON THE LEFT.
 KR0591
 KR0591                          STATION RECOVERY (1958)
 KR0591
 KR0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KR0591'2.4 MI SW FROM FERNLEY.
 KR0591'0.5 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT FERNLEY TO
 KR0591'A CURVE IN HIGHWAY THENCE 1.9 MILES SOUTHWEST ALONG A PAVED AND GRAVEL
 KR0591'ROAD, 34.49 FEET SOUTHWEST OF R.M. 1, 35.0 FEET SOUTHEAST OF 1X17-6
 KR0591'(NHD), 10.0 FEET SOUTH OF GRAVEL ROAD, 7.0 FEET EAST OF A WITNESS
 KR0591'POST, 6.0 FEET NORTH OF CANAL BANK, SET IN A SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0590 ***********************************************************************
 KR0590  DESIGNATION -  LANAC RM 1
 KR0590  PID         -  KR0590
 KR0590  STATE/COUNTY-  NV/STOREY
 KR0590  USGS QUAD   -  FERNLEY WEST (1985)
 KR0590
 KR0590                         *CURRENT SURVEY CONTROL
 KR0590  ___________________________________________________________________
 KR0590* NAD 83(1986)-  39 37 00.     (N)    119 17 27.     (W)     SCALED    
 KR0590* NAVD 88     -      1279.615  (meters)    4198.20   (feet)  ADJUSTED  
 KR0590  ___________________________________________________________________
 KR0590  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR0590  DYNAMIC HT  -        1278.512 (meters)    4194.58  (feet)  COMP
 KR0590  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 KR0590
 KR0590  VERT ORDER  -  FIRST     CLASS I
 KR0590
 KR0590.The horizontal coordinates were scaled from a topographic map and have
 KR0590.an estimated accuracy of +/- 6 seconds.
 KR0590
 KR0590.The orthometric height was determined by differential leveling
 KR0590.and adjusted by the National Geodetic Survey in June 1991..
 KR0590.WARNING-Repeat measurements at this control monument indicate possible
 KR0590.vertical movement.
 KR0590
 KR0590.The geoid height was determined by GEOID03.
 KR0590
 KR0590.The dynamic height is computed by dividing the NAVD 88
 KR0590.geopotential number by the normal gravity value computed on the
 KR0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0590.degrees latitude (g = 980.6199 gals.).
 KR0590
 KR0590.The modeled gravity was interpolated from observed gravity values.
 KR0590
 KR0590;                    North         East    Units  Estimated Accuracy
 KR0590;SPC NV W     - 4,540,290.      739,250.      MT  (+/- 180 meters Scaled)
 KR0590
 KR0590                          SUPERSEDED SURVEY CONTROL
 KR0590
 KR0590  NGVD 29 (??/??/92) 1278.638  (m)         4195.00   (f) ADJ UNCH    1 1
 KR0590
 KR0590.Superseded values are not recommended for survey control.
 KR0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0590.See file dsdata.txt to determine how the superseded data were derived.
 KR0590
 KR0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD033877(NAD 83)
 KR0590_MARKER: DB = BENCH MARK DISK
 KR0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0590_STAMPING: LANAC NO 1 1958
 KR0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0590+STABILITY: SURFACE MOTION
 KR0590
 KR0590  HISTORY     - Date     Condition        Report By
 KR0590  HISTORY     - 1958     MONUMENTED       CGS
 KR0590  HISTORY     - 1969     GOOD             NGS
 KR0590
 KR0590                          STATION DESCRIPTION
 KR0590
 KR0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR0590'2.15 MI W FROM FERNLEY.
 KR0590'2.15 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0590'STATION AT FERNLEY, 2 POLES WEST AND ACROSS THE TRACK FROM MILEPOLE
 KR0590'274, 91.4 FEET SOUTH OF THE SOUTH RAIL, 201.6 FEET WEST-SOUTHWEST OF
 KR0590'BENCH MARK X 339, 31 1/2 FEET SOUTHWEST OF A TELEPHONE POLE WITH A GUY
 KR0590'WIRE, 24 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD ALONG THE NORTH
 KR0590'SIDE OF THE TRUCKEE CANAL, 36.0 FEET NORTH AND ACROSS THE ROAD FROM
 KR0590'THE NORTH CONCRETE LINING OF THE CANAL, 46.0 FEET EAST OF BENCH MARK
 KR0590'17-6 (NHD), 46.1 FEET EAST OF A WITNESS POST, ABOUT 30 FEET HIGHER
 KR0590'THAN THE TRACK, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP
 KR0590'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. SECTION 9, T
 KR0590'20N, R 24E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0917 ***********************************************************************
 LR0917  DESIGNATION -  LAND
 LR0917  PID         -  LR0917
 LR0917  STATE/COUNTY-  NV/LANDER
 LR0917  USGS QUAD   -  MULE CANYON (1985)
 LR0917
 LR0917                         *CURRENT SURVEY CONTROL
 LR0917  ___________________________________________________________________
 LR0917* NAD 83(1994)-  40 33 45.91745(N)    116 41 44.41267(W)     ADJUSTED  
 LR0917* NAVD 88     -      1881.1    (meters)    6172.     (feet)  VERTCON   
 LR0917  ___________________________________________________________________
 LR0917  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 LR0917  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 LR0917
 LR0917  HORZ ORDER  -  FIRST
 LR0917
 LR0917.The horizontal coordinates were established by classical geodetic methods
 LR0917.and adjusted by the National Geodetic Survey in June 1998..
 LR0917
 LR0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0917
 LR0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0917
 LR0917.The geoid height was determined by GEOID03.
 LR0917
 LR0917;                    North         East     Units Scale Factor Converg.
 LR0917;SPC NV C     - 6,645,094.913   497,543.975   MT  0.99990007   -0 01 07.9
 LR0917;SPC NV C     -21,801,448.89  1,632,358.86   sFT  0.99990007   -0 01 07.9
 LR0917;UTM  11      - 4,490,265.041   525,763.013   MT  0.99960817   +0 11 52.4
 LR0917
 LR0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0917!SPC NV C     -   0.99970814  x   0.99990007  =   0.99960824
 LR0917!UTM  11      -   0.99970814  x   0.99960817  =   0.99931642
 LR0917
 LR0917|---------------------------------------------------------------------|
 LR0917| PID    Reference Object                     Distance      Geod. Az  |
 LR0917|                                                           dddmmss.s |
 LR0917| LR0897 WAWE                                               07812     |
 LR0917| DD6150 LAND RM 1                            12.169 METERS 11126     |
 LR0917| LR0833 ALKALI                              APPROX.46.3 KM 2491244.1 |
 LR0917| DD6149 LAND AZ MK                                         2511050.0 |
 LR0917| DD6151 LAND RM 2                            27.866 METERS 33437     |
 LR0917|---------------------------------------------------------------------|
 LR0917
 LR0917                          SUPERSEDED SURVEY CONTROL
 LR0917
 LR0917  NAD 83(1986)-  40 33 45.92126(N)    116 41 44.40630(W) AD(       ) 1
 LR0917  NAD 27      -  40 33 46.23018(N)    116 41 41.07846(W) AD(       ) 1
 LR0917  NGVD 29 (07/19/86) 1880.0    (m)         6168.     (f) VERT ANG       
 LR0917
 LR0917.Superseded values are not recommended for survey control.
 LR0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0917.See file dsdata.txt to determine how the superseded data were derived.
 LR0917
 LR0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE2576390265(NAD 83)
 LR0917_MARKER: DD = SURVEY DISK
 LR0917_SETTING: 0 = UNSPECIFIED SETTING
 LR0917
 LR0917  HISTORY     - Date     Condition        Report By
 LR0917  HISTORY     - 1974     MONUMENTED       DMA
 LR0917  HISTORY     - 1976     GOOD             DMA
 LR0917
 LR0917                          STATION DESCRIPTION
 LR0917
 LR0917'DESCRIBED BY DEFENSE MAP AGENCY 1974
 LR0917'THE STATION IS LOCATED 13.8 MILES, AIRLINE, EAST-SOUTHEAST OF BATTLE
 LR0917'MOUNTAIN, 7.1 MILES SOUTH OF U.S. HIGHWAY 40, AND 0.35 MILE NORTH OF
 LR0917'A MICROWAVE FACILITY.
 LR0917'
 LR0917'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND STATE ROUTE
 LR0917'8-A IN BATTLE MOUNTAIN, GO EAST ON ROUTE 40 FOR 2.6 MILES TO AN EXIT
 LR0917'ON THE RIGHT AND SIGN--LANDER COUNTY AIRPORT, TURN RIGHT AND GO 1.4
 LR0917'MILES EASTERLY ON FRONTAGE ROAD TO THE ENTRANCE TO THE AIRPORT,
 LR0917'KEEP LEFT AND GO 4.4 MILES ALONG FRONTAGE ROAD TO AN INTERSECTION,
 LR0917'TURN RIGHT AND GO SOUTHEAST FOR 4.6 MILES TO A ROAD LEFT, KEEP
 LR0917'RIGHT AND GO 0.4 MILE TO A FORK, KEEP LEFT AND GO 1.5 MILES TO A
 LR0917'LARGE BOULDER ON THE LEFT AND THE AZIMUTH MARK, CONTINUE EASTERLY
 LR0917'UPGRADE FOR 2.5 MILES TO A MICROWAVE FACILITY, KEEP LEFT AND GO
 LR0917'NORTHERLY ON ROAD FOR 0.25 MILE TO A POWERLINE CROSSING THE SADDLE,
 LR0917'GO NORTHERLY UPGRADE FOR 0.15 MILE TO PROMINENT KNOLL ON THE SADDLE
 LR0917'AND THE STATION SITE.  A TWO-WHEEL DRIVE STATION.
 LR0917'
 LR0917'THE STATION MARK IS A DEFENSE MAPPING AGENCY DISK SET IN THE TOP OF A
 LR0917'CONCRETE POST 0.4 FOOT BELOW THE GROUND SURFACE AND IS STAMPED--LAND
 LR0917'TOPO. CENTER 1974.  IT IS LOCATED 39.1 FEET WEST-NORTHWEST OF AN
 LR0917'ANTENNA POLE--27.9 FEET NORTHEAST OF A POWER POLE THAT HAS A
 LR0917'CONTROL BOX MOUNTED ON IT, AND 27.7 FEET SOUTHEAST OF THE SOUTHEAST
 LR0917'CORNER OF A CONCRETE FOUNDATION.  THE UNDERGROUND MARK IS SET 4
 LR0917'FEET BELOW THE SURFACE MARK AND IS STAMPED THE SAME AS THE SURFACE
 LR0917'MARK.
 LR0917'
 LR0917'REFERENCE MARK 1, IS A DEFENSE MAPPING AGENCY DISK SET IN A DRILL
 LR0917'HOLE IN THE CONCRETE BASE OF AN ANTENNA.  IT IS STAMPED--LAND R.M.
 LR0917'NO. 1 TOPO. CENTER 1974.  IT IS LOCATED 39.08 FEET EAST-SOUTHEAST
 LR0917'OF THE STATION.
 LR0917'
 LR0917'REFERENCE MARK 2, IS A DEFENSE MAPPING AGENCY DISK SET IN A DRILL
 LR0917'HOLE IN THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION
 LR0917'THAT PROJECTS 2 FEET ABOVE THE GROUND.  IT IS STAMPED--LAND R.M.
 LR0917'NO.  2 TOPO. CENTER 1974.  IT IS LOCATED 27.79 FEET NORTHWEST OF THE
 LR0917'STATION.
 LR0917'
 LR0917'AZIMUTH MARK, IS A DEFENSE MAPPING AGENCY DISK SET IN A DRILL HOLE
 LR0917'IN TOP OF A LARGE BOULDER PROJECTING ABOUT 4 FEET ABOVE THE GROUND.
 LR0917'IT IS STAMPED--LAND AZ. MK. TOPO. CENTER 1974.  IT IS 20 FEET NORTH
 LR0917'OF THE CENTERLINE OF THE ROAD.
 LR0917
 LR0917                          STATION RECOVERY (1976)
 LR0917
 LR0917'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (LWL)
 LR0917'THE STATION MARK, RMS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 LR0917'THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.  THE 1974 TO
 LR0917'REACH IS NO LONGER VALID.  A NEW TO REACH FOLLOWS--TO REACH FROM
 LR0917'THE INTERSECTION OF U. S. ROUTE NO. 40 AND STATE ROUTE 8 A AT THE
 LR0917'RAILROAD STATION IN BATTLE MTN.  PROCEED EAST ON U. S. 40 FOR 2.6
 LR0917'MILES.  TURN RIGHT (SOUTH) THEN IMMEDIATELY LEFT (EAST) ON FRONTAGE
 LR0917'ROAD AS PER SIGN LANDER COUNTY AIRPORT.  CONTINUE EAST 5.8 MILES.
 LR0917'TURN RIGHT (SOUTHEAST) AND GO 0.95 MILE TO A REVERSE Y ON THE
 LR0917'LEFT.  CONTINUE STRAIGHT (SOUTHEAST) 2.3 MILES TO A FORK.  BEAR
 LR0917'LEFT (SOUTHEAST) UNDER POWER LINE AND GO 1.5 MILES.  TURN LEFT (EAST)
 LR0917'AT CULVERT AND GO 1.65 MILES TO A REVERSE Y FROM THE RIGHT.
 LR0917'CONTINUE STRAIGHT (EAST) 2.15 MILES TO THE MICROWAVE FACILITY.
 LR0917'BEAR LEFT AND CONTINUE 0.25 MILE TO AND INTERSECTION WITH
 LR0917'PIPELINE CROSSING.  CONTINUE STRAIGHT (NORTHWEST) UPGRADE FOR
 LR0917'0.1 MILE TO LAST POWER POLE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0935 ***********************************************************************
 LR0935  DESIGNATION -  LANDER
 LR0935  PID         -  LR0935
 LR0935  STATE/COUNTY-  NV/LANDER
 LR0935  USGS QUAD   -  IZZENHOOD RANCH (1965)
 LR0935
 LR0935                         *CURRENT SURVEY CONTROL
 LR0935  ___________________________________________________________________
 LR0935* NAD 83(1994)-  40 59 29.37728(N)    116 59 20.53892(W)     ADJUSTED  
 LR0935* NAVD 88     -      1419.5    (meters)    4657.     (feet)  VERTCON   
 LR0935  ___________________________________________________________________
 LR0935  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 LR0935  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 LR0935
 LR0935  HORZ ORDER  -  FIRST
 LR0935
 LR0935.The horizontal coordinates were established by classical geodetic methods
 LR0935.and adjusted by the National Geodetic Survey in June 1998..
 LR0935
 LR0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0935
 LR0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0935
 LR0935.The geoid height was determined by GEOID03.
 LR0935
 LR0935;                    North         East     Units Scale Factor Converg.
 LR0935;SPC NV C     - 6,692,751.078   472,876.384   MT  0.99990905   -0 12 41.3
 LR0935;SPC NV C     -21,957,800.83  1,551,428.60   sFT  0.99990905   -0 12 41.3
 LR0935;UTM  11      - 4,537,812.839   500,921.990   MT  0.99960001   +0 00 25.9
 LR0935
 LR0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0935!SPC NV C     -   0.99978048  x   0.99990905  =   0.99968955
 LR0935!UTM  11      -   0.99978048  x   0.99960001  =   0.99938058
 LR0935
 LR0935|---------------------------------------------------------------------|
 LR0935| PID    Reference Object                     Distance      Geod. Az  |
 LR0935|                                                           dddmmss.s |
 LR0935| DD6154 LANDER RM 2                          22.707 METERS 06916     |
 LR0935| MU0423 GETCHEL MINE STACK                  APPROX.33.6 KM 3183559.2 |
 LR0935| DD6153 LANDER RM 1                          19.338 METERS 33927     |
 LR0935| DD6152 LANDER AZ MK                                       3435829.4 |
 LR0935|---------------------------------------------------------------------|
 LR0935
 LR0935                          SUPERSEDED SURVEY CONTROL
 LR0935
 LR0935  NAD 83(1986)-  40 59 29.38193(N)    116 59 20.53533(W) AD(       ) 1
 LR0935  NAD 27      -  40 59 29.72200(N)    116 59 17.15000(W) AD(       ) 1
 LR0935  NGVD 29 (07/19/86) 1418.5    (m)         4654.     (f) VERT ANG       
 LR0935
 LR0935.Superseded values are not recommended for survey control.
 LR0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0935.See file dsdata.txt to determine how the superseded data were derived.
 LR0935
 LR0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF0092237813(NAD 83)
 LR0935_MARKER: DS = TRIANGULATION STATION DISK
 LR0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0935+STABILITY: SURFACE MOTION
 LR0935
 LR0935  HISTORY     - Date     Condition        Report By
 LR0935  HISTORY     - 1934     MONUMENTED       CGS
 LR0935  HISTORY     - 1940     GOOD             CGS
 LR0935  HISTORY     - 1958     GOOD             CGS
 LR0935  HISTORY     - 1964     GOOD             USGS
 LR0935
 LR0935                          STATION DESCRIPTION
 LR0935
 LR0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 LR0935'STATION IS 26.5 MILES BY ROAD N OF BATTLE MOUNTAIN, AND ABOUT 2
 LR0935'MILES SE OF THE NW CORNER OF LANDER COUNTY, AND 45 FEET W OF THE
 LR0935'ROAD.
 LR0935'
 LR0935'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LR0935'BRONZE DISKS SET IN CONCRETE.
 LR0935'
 LR0935'REFERENCE MARK NO. 3, AZIMUTH MARK, IS 1/3 MILE N, JUST E OF
 LR0935'THE ROAD, ON FIRST SLIGHT BANK.
 LR0935'
 LR0935'REACHED FROM BATTLE MOUNTAIN AS FOLLOWS--TAKE THE FIRST STREET
 LR0935'GOING NE, JUST SE OF THE DEPOT.  GO 4.8 MILES, TAKE LEFT FORK, GO
 LR0935'0.8 MILE, ARRIVING AT THE DEPOT OF NORTH BATTLE MOUNTAIN, CROSS
 LR0935'THE TRACKS AND CONTINUE ON THE MAIN-TRAVELED ROAD 2.9 MILES, TAKE
 LR0935'THE RIGHT FORK AND GO 10.1 MILES, TAKE THE LEFT FORK AND GO
 LR0935'1.0 MILE TO A RANCH, CONTINUE 0.05 MILE AND TAKE THE LEFT FORK
 LR0935'AND GO 6.8 MILES TO THE STATION.  (A DRIVE STATION).
 LR0935
 LR0935                          STATION RECOVERY (1940)
 LR0935
 LR0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LR0935'STATION IS LOCATED ABOUT 24 MILES N OF BATTLE MOUNTAIN, 7 MILES
 LR0935'NW OF IZZENHOOD RANCH, AND ABOUT 2 MILES SE OF THE NW CORNER OF
 LR0935'LANDER COUNTY, AND 45 FEET W OF A WELL-TRAVELED TRACK ROAD IN T
 LR0935'36 N, R 44 E.  ORIGINAL DESCRIPTION WAS CORRECT BUT DUE TO
 LR0935'CHANGE IN ROADS A NEW DESCRIPTION IS GIVEN.
 LR0935'
 LR0935'STATION, AZIMUTH AND REFERENCE MARK NO. 2 WERE FOUND AS DESCRIBED.
 LR0935'
 LR0935'REFERENCE MARK NO. 1 WAS DAMAGED AND THE DISK WAS REPLACED IN A
 LR0935'NEW POST IN EXACTLY THE SAME POSITION AS ORIGINAL MARK.
 LR0935'
 LR0935'REACHED FROM BUTTE MOUNTAIN BY TAKING GRAVEL ROAD N 5.9 MILES
 LR0935'TO NORTH BATTLE MOUNTAIN, CONTINUE N ON MAIN ROAD 13.9 MILES
 LR0935'TO FORK, TAKE LEFT FORK 1.0 MILE TO IZZENHOOD RANCH GATE, KEEP
 LR0935'STRAIGHT AHEAD 0.05 MILE, THENCE LEFT FORK AT GOLD CIRCLE SIGN
 LR0935'AND FOLLOW MAIN ROAD NW 7.2 MILES TO SLIGHT RISE AND STATION ON
 LR0935'LEFT OF ROAD.
 LR0935'
 LR0935'R.M. 1, R.M. 2 DIRECTIONS DO NOT AGREE WITH THE 1934 VALUES.
 LR0935
 LR0935                          STATION RECOVERY (1958)
 LR0935
 LR0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0935'STATION RECOVERED AS DESCRIBED.  STATION MARK, REFERENCE MARK
 LR0935'NUMBER 2 AND THE AZIMTUH MARK ARE IN GOOD CONDITION.  REFERENCE
 LR0935'MARK NUMBER 1 HAS STARTED TO DETERIORATE SO A NEW CAP OF CEMENT
 LR0935'WAS PUT ON.  THE MARK WAS NOT MOVED.  A COMPLETE DESCRIPTION
 LR0935'FOLLOWS.
 LR0935'
 LR0935'STATION IS LOCATED, AIRLINE, ABOUT 26-1/2 MILES EAST NORTHEAST
 LR0935'OF GOLCONDA, 24 MILES NORTH OF BATTLE MOUNTAIN, 7 MILES NORTHWEST
 LR0935'OF THE IZZENHOOD RANCH AND ABOUT 2 MILES SOUTHEAST OF THE NORTHWEST
 LR0935'CORNER OF LANDER COUNTY.
 LR0935'
 LR0935'STATION IS REACHED AS FOLLOWS.  FROM THE RAILROAD CROSSING JUST
 LR0935'EAST OF THE DEPOT IN BATTLE MOUNTAIN, GO NORTHEAST AND NORTH ON
 LR0935'A GRAVELED ROAD FOR 5.6 MILES TO THE RAILROAD CROSSING IN NORTH
 LR0935'BATTLE MOUNTAIN.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 13.5
 LR0935'MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.7 MILE TO THE
 LR0935'INTERSECTION OF THE 25 MILE RANCH ROAD.  CONTINUE WESTERLY FOR
 LR0935'0.4 MILE TO AN ARCHED GATE ENTRANCE TO IZZENHOOD RANCH.  KEEP
 LR0935'STRAIGHT AHEAD ON THE MIDDLE ONE OF THREE MAIN ROADS, WESTERLY
 LR0935'THEN NORTHWEST, FOR 3.9 MILES TO THE SUMMIT OF A SMALL
 LR0935'RISE AND THE STATION ON THE LEFT.
 LR0935'
 LR0935'STATION MARK, STAMPED LANDER 1934, IS A STANDARD DISK SET IN THE
 LR0935'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 12 INCHES.
 LR0935'IT IS 45.2 FEET WEST OF THE CENTERLINE OF THE ROAD.
 LR0935'
 LR0935'REFERENCE MARK NUMBER 1, STAMPED LANDER NO 1 1934, IS A STANDARD
 LR0935'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 LR0935'PROJECTS 2 INCHES AND IS AT THE SAME ELEVATION AS THE STATION MARK.
 LR0935'
 LR0935'REFERENCE MARK NUMBER 2, STAMPED LANDER NO 2 1934, IS A STANDARD
 LR0935'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 LR0935'PROJECTS 12 INCHES AND IS AT THE SAME ELEVATION AS THE STATION
 LR0935'MARK.
 LR0935'
 LR0935'REFERENCE MARK NUMBER 3, STAMPED LANDER 1934, IS A STANDARD DISK
 LR0935'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 LR0935'12 INCHES.  TO REACH FROM THE STATION, GO NORTH FOR 0.1 MILE,
 LR0935'TAKE THE LEFT FORK AND GO 0.2 MILE TO THE AZIMUTH MARK WHICH IS
 LR0935'REFERENCE MARK NUMBER 3.  IT IS 50 FEET EAST OF THE CENTERLINE
 LR0935'OF THE ROAD.
 LR0935'
 LR0935'HEIGHT OF STAND--1.16 M.
 LR0935
 LR0935                          STATION RECOVERY (1964)
 LR0935
 LR0935'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LR0935'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40116-4, STATION 1023.
 LR0935'NOTE BY USGS, 1964--RM NO. 1 WAS FOUND SOMEWHAT CRACKED AND CHIPPED
 LR0935'AROUND THE CEMENT CAP.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH
 LR0935'MARK. STATION MARK--A STANDARD DISK STAMPEDD65-LANDER 1934---, SET IN
 LR0935'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0441 ***********************************************************************
 KQ0441  DESIGNATION -  LANDER HILL 2
 KQ0441  PID         -  KQ0441
 KQ0441  STATE/COUNTY-  NV/LANDER
 KQ0441  USGS QUAD   -  AUSTIN (1988)
 KQ0441
 KQ0441                         *CURRENT SURVEY CONTROL
 KQ0441  ___________________________________________________________________
 KQ0441* NAD 83(1994)-  39 29 45.67783(N)    117 02 42.14881(W)     ADJUSTED  
 KQ0441* NAVD 88     -      2457.8    (meters)    8064.     (feet)  VERTCON   
 KQ0441  ___________________________________________________________________
 KQ0441  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 KQ0441  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 KQ0441
 KQ0441  HORZ ORDER  -  SECOND
 KQ0441
 KQ0441.The horizontal coordinates were established by classical geodetic methods
 KQ0441.and adjusted by the National Geodetic Survey in June 1998..
 KQ0441
 KQ0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0441
 KQ0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0441
 KQ0441.The geoid height was determined by GEOID03.
 KQ0441
 KQ0441;                    North         East     Units Scale Factor Converg.
 KQ0441;SPC NV C     - 6,526,729.759   467,456.055   MT  0.99991304   -0 14 26.4
 KQ0441;SPC NV C     -21,413,112.55  1,533,645.41   sFT  0.99991304   -0 14 26.4
 KQ0441;UTM  11      - 4,371,823.953   496,127.170   MT  0.99960018   -0 01 43.1
 KQ0441
 KQ0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0441!SPC NV C     -   0.99961795  x   0.99991304  =   0.99953102
 KQ0441!UTM  11      -   0.99961795  x   0.99960018  =   0.99921828
 KQ0441
 KQ0441|---------------------------------------------------------------------|
 KQ0441| PID    Reference Object                     Distance      Geod. Az  |
 KQ0441|                                                           dddmmss.s |
 KQ0441| DB1998 LANDER HILL 2 RM 1                    9.486 METERS 01930     |
 KQ0441| DB1999 LANDER HILL 2 RM 2                    5.017 METERS 09906     |
 KQ0441| DB1997 LANDER HILL 2 AZ MK                                1115154.9 |
 KQ0441| KQ0434 AUSTIN LETTER A                     APPROX. 2.5 KM 2481113.6 |
 KQ0441|---------------------------------------------------------------------|
 KQ0441
 KQ0441                          SUPERSEDED SURVEY CONTROL
 KQ0441
 KQ0441  NAD 83(1986)-  39 29 45.67957(N)    117 02 42.13820(W) AD(       ) 2
 KQ0441  NAD 27      -  39 29 45.94800(N)    117 02 38.81800(W) AD(       ) 2
 KQ0441  NGVD 29 (07/19/86) 2456.5    (m)         8059.     (f) VERT ANG       
 KQ0441
 KQ0441.Superseded values are not recommended for survey control.
 KQ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0441.See file dsdata.txt to determine how the superseded data were derived.
 KQ0441
 KQ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD9612771824(NAD 83)
 KQ0441_MARKER: DS = TRIANGULATION STATION DISK
 KQ0441_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0441
 KQ0441  HISTORY     - Date     Condition        Report By
 KQ0441  HISTORY     - 1954     MONUMENTED       CGS
 KQ0441
 KQ0441                          STATION DESCRIPTION
 KQ0441
 KQ0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0441'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT
 KQ0441'HILL ABOUT 1 MILE NORTHEAST OF AUSTIN AND LOCALLY KNOWN AS MT.
 KQ0441'PROMETHEUS.
 KQ0441'
 KQ0441'TO REACH FROM THE POST OFFICE IN AUSTIN, GO EAST ON U.S. HIGHWAY
 KQ0441'50 FOR 3.1 MILES TO A TRACK ROAD LEFT.  TURN LEFT, NORTH, AND
 KQ0441'GO 0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.65 MILE TO
 KQ0441'THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON THE ROAD FOR 0.2
 KQ0441'MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.1 MILE.  HERE TURN
 KQ0441'LEFT, WEST, AND PICK WAY UP SLOPE FOR ABOUT 0.8 MILE TO THE
 KQ0441'HIGHEST POINT AND STATION.  THIS IS A DRIVE STATION WITH A
 KQ0441'4-WHEEL DRIVE VEHICLE.
 KQ0441'
 KQ0441'THE STATION MARK, A STANDARD DISK STAMPED LANDER HILL 2 1954,
 KQ0441'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 KQ0441'ABOUT 4 INCHES ABOUT THE GROUND.
 KQ0441'
 KQ0441'REFERENCE MARK 1, A STANDARD DISK STAMPED LANDER HILL 2 NO 1 1954,
 KQ0441'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 KQ0441'10 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE
 KQ0441'STATION.
 KQ0441'
 KQ0441'REFERENCE MARK 2, A STANDARD DISK STAMPED LANDER HILL 2 NO 2
 KQ0441'1954, IS SET IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH
 KQ0441'THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 KQ0441'
 KQ0441'THE AZIMUTH MARK, A STANDARD DISK STAMPED LANDER HILL 2 1954,
 KQ0441'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 KQ0441'3-1/2 FEET ABOVE THE GROUND.  IT IS 27 FEET SOUTH OF THE CENTER
 KQ0441'OF THE TRACK ROAD AND 2 FEET WEST OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0879 ***********************************************************************
 LR0879  DESIGNATION -  LANG SYNE
 LR0879  PID         -  LR0879
 LR0879  STATE/COUNTY-  NV/PERSHING
 LR0879  USGS QUAD   -  DUN GLEN PEAK (1982)
 LR0879
 LR0879                         *CURRENT SURVEY CONTROL
 LR0879  ___________________________________________________________________
 LR0879* NAD 83(1994)-  40 48 03.41081(N)    117 53 32.51260(W)     ADJUSTED  
 LR0879* NAVD 88     -      2269.7    (meters)    7447.     (feet)  VERTCON   
 LR0879  ___________________________________________________________________
 LR0879  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 LR0879  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 LR0879
 LR0879  HORZ ORDER  -  FIRST
 LR0879
 LR0879.The horizontal coordinates were established by classical geodetic methods
 LR0879.and adjusted by the National Geodetic Survey in June 1998..
 LR0879
 LR0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0879
 LR0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0879
 LR0879.The geoid height was determined by GEOID03.
 LR0879
 LR0879;                    North         East     Units Scale Factor Converg.
 LR0879;SPC NV W     - 4,671,772.348   858,303.703   MT  0.99994183   +0 27 05.5
 LR0879;SPC NV W     -15,327,306.45  2,815,951.40   sFT  0.99994183   +0 27 05.5
 LR0879;UTM  11      - 4,517,043.777   424,724.992   MT  0.99966974   -0 34 59.3
 LR0879
 LR0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0879!SPC NV W     -   0.99964735  x   0.99994183  =   0.99958920
 LR0879!UTM  11      -   0.99964735  x   0.99966974  =   0.99931720
 LR0879
 LR0879|---------------------------------------------------------------------|
 LR0879| PID    Reference Object                     Distance      Geod. Az  |
 LR0879|                                                           dddmmss.s |
 LR0879| DB8064 LANG SYNE RM 1                        3.150 METERS 01502     |
 LR0879| DB8065 LANG SYNE RM 2                        5.522 METERS 25316     |
 LR0879| DB8063 LANG SYNE AZ MK                                    3504617.7 |
 LR0879|---------------------------------------------------------------------|
 LR0879
 LR0879                          SUPERSEDED SURVEY CONTROL
 LR0879
 LR0879  NAD 83(1986)-  40 48 03.41660(N)    117 53 32.50519(W) AD(       ) 1
 LR0879  NAD 27      -  40 48 03.76100(N)    117 53 29.01800(W) AD(       ) 1
 LR0879  NGVD 29 (07/19/86) 2268.6    (m)         7443.     (f) VERT ANG       
 LR0879
 LR0879.Superseded values are not recommended for survey control.
 LR0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0879.See file dsdata.txt to determine how the superseded data were derived.
 LR0879
 LR0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF2472517044(NAD 83)
 LR0879_MARKER: DB = BENCH MARK DISK
 LR0879_SETTING: 66 = SET IN ROCK OUTCROP
 LR0879_SP_SET: DRILL HOLE IN BEDROCK OUTCROP
 LR0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0879
 LR0879  HISTORY     - Date     Condition        Report By
 LR0879  HISTORY     - 1938     MONUMENTED       USGS
 LR0879  HISTORY     - 1940     GOOD             CGS
 LR0879  HISTORY     - 1957     GOOD             CGS
 LR0879  HISTORY     - 1958     GOOD             CGS
 LR0879
 LR0879                          STATION DESCRIPTION
 LR0879
 LR0879'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 LR0879'STATION MARK--A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED---LANG
 LR0879'SYNE 7430 VABM---SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING
 LR0879'BEDROCK.
 LR0879
 LR0879                          STATION RECOVERY (1940)
 LR0879
 LR0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LR0879'STATION IS LOCATED ABOUT 14 MILES SW OF WINNEMUCCA, AND ABOUT
 LR0879'12 MILES NE OF MILL CITY ON HIGHEST PEAK NEAR THE N END OF THE
 LR0879'E HUMBOLDT RANGE.  THERE IS A PEAK KNOWN AS AULD LANG SYNE
 LR0879'4 MILES TO THE S.  STATION PEAK IS SHOWN ON MAPS AS GLEN
 LR0879'PEAK.
 LR0879'
 LR0879'STATION IS MARKED BY A STANDARD U.S.G.S. BRONZE DISK SET IN
 LR0879'BEDROCK ON HIGHEST PART OF HILL, ABOUT 8 FEET W OF THE E EDGE
 LR0879'OF RIDGE.  IT IS STAMPED LANG SYNE 7430 FEET NA BM.
 LR0879'
 LR0879'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S BRONZE DISK SET
 LR0879'IN BEDROCK, ABOUT 10 FEET NNE OF STATION AND ABOUT 2 FEET
 LR0879'LOWER THAN STATION.  IT IS STAMPED LANG SYNE.
 LR0879'
 LR0879'REFERENCE MARK NO. 2 IS A STANDARD U.S.G.S. BRONZE DISK SET
 LR0879'IN BEDROCK, ABOUT 18 FEET WSW OF STATION, AND ABOUT 4 FEET
 LR0879'LOWER THAN STATION.  IT IS STAMPED LANG SYNE.
 LR0879'
 LR0879'DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE TAKEN TO THE
 LR0879'TIP OF THE ARROW ON THE REFERENCE MARKS, THERE BEING NO
 LR0879'CENTER MARK ON THE ARROWS ON THE DISKS.
 LR0879'
 LR0879'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK ABOUT
 LR0879'0.2 MILE N OF STATION ON SMALL LEDGE ON TOP OF RIDGE, AND
 LR0879'ABOUT 40 FEET LOWER IN ELEVATION.  MARK STAMPED LANG SYNE 1940.
 LR0879'
 LR0879'STATION IS REACHED FROM THE INTERSECTION OF MAIN STREET AND U.S.
 LR0879'HIGHWAY 40 IN WINNEMUCCA BY GOING SW ON U.S. HIGHWAY 40
 LR0879'FOR 20.6 MILES TO A TRAIL ROAD LEADING LEFT, SE, AT SIGN
 LR0879'LANG SYNE MINES 9 MILES, FOLLOW DIRT ROAD, SE, FOR 5.1 MILES
 LR0879'TO CROSSROADS AND SIGN ON LEFT IMLAY.  TURN LEFT, N AND FOLLOW
 LR0879'MAIN-TRAVELED ROAD FOR 3.3 MILES TO FORKS AND SIGNS LANG SYNE
 LR0879'MINES 1/4 - AUBURN MINES 3 MILES, TAKE LEFT FORK, AUBURN MINE
 LR0879'ROAD, FOR 1.1 MILES TO FORKS, TAKE LEFT FORK ON DIM ROAD THROUGH
 LR0879'BRUSH, N, FOR 1.2 MILES TO SADDLE, TURN RIGHT UP RIDGE,
 LR0879'PICKING UP ROAD IN SIDE HILL CUT AND FOLLOW AROUND N SIDE OF
 LR0879'RIDGE, THENCE ALONG RIDGE FOR 1.3 MILES TO END OF TRUCK
 LR0879'TRAVEL AT S BASE OF HIGH ROCKY PEAK TO THE N.  STATION IS
 LR0879'VISIBLE ABOUT 3/4 MILE TO THE NW.  PACK TOWARD STATION,
 LR0879'CROSSING FIRST SMALL GULLY AND RIDGE BEYOND, THENCE BEAR
 LR0879'RIGHT, KEEPING ABOUT LEVEL ALONG SLOPE E OF MAIN
 LR0879'CANYON, CROSS CANYON AT END OF ROCK DIKE, THENCE BEAR
 LR0879'LEFT UP STEEL SLOPE TO STATION.  (3/4-HOUR PACK).
 LR0879
 LR0879                          STATION RECOVERY (1957)
 LR0879
 LR0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LR0879'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED
 LR0879'IN GOOD CONDITION.  DIFFERENCES IN MEASURE OF DISTANCES AND
 LR0879'DIRECTIONS TO RESPECTIVE MARKS ARE NOTED BELOW, THAT TO THE
 LR0879'AZIMUTH MARK TO BE PARTICULARILY NOTED.
 LR0879'
 LR0879'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--FROM THE
 LR0879'MILL CITY TURN-OFF ON U.S. HIGHWAY 40, CONTINUE HIGHWAY 40
 LR0879'NORTHEAST 6.9 MILES TO A SIDE ROAD ON THE RIGHT AT A CATTLE
 LR0879'GUARD.  TURN RIGHT, EAST, OVER CATTLE GUARD AND GO 1.4 MILE TO
 LR0879'CROSS ROAD AND KEEP STRAIGHT (E) 3.7 MILES TO T-ROAD.  TURN
 LR0879'LEFT (NE) AND CONTINUE 3.6 MILES AND AT SIDE ROAD TO RIGHT
 LR0879'KEEP STRAIGHT AHEAD 0.9 MILE AND PASS WINDMILL, CONTINUE
 LR0879'0.2 MILE WHEN TURN LEFT (N), GO 0.1 MILE TO FORK, KEEP LEFT
 LR0879'FORK (N) AND GO 2.4 MILES TO END OF ROAD ON SOUTHSIDE OF
 LR0879'ROCKY POINT AND END OF TRUCK TRAVEL.  FROM HERE PACK
 LR0879'NORTHWEST TO CREST OF RIDGE, THENCE WEST TO SADDL AND
 LR0879'THEN TO TOP OF A N-S RIDGE, AND THENCE SOUTH TO STATION ON
 LR0879'SE END OF RIDGE.  1 HOUR BACK PACK.
 LR0879
 LR0879                          STATION RECOVERY (1958)
 LR0879
 LR0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0879'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED, A BETTER
 LR0879'ROUTE WAS FOUND.  A COMPLETE DESCRIPTION FOLLOWS--
 LR0879'
 LR0879'THE STATION IS LOCATED ABOUT 14 MILES AIRLINE, SOUTHWEST OF
 LR0879'WINNEMUCCA, 12 MILES AIRLINE, NORTHEAST OF MILL CITY, ON THE
 LR0879'HIGHEST POINT OF THE NORTHERN END OF THE EAST HUMBOLDT RANGE.
 LR0879'THE STATION PEAK IS KNOWN LOCALLY AS DUN GLEN PEAK.
 LR0879'
 LR0879'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 LR0879'NEVADA STATE HIGHWAY 50, ONE MILE SOUTHWEST OF MILL CITY, GO
 LR0879'NORTHEASTERLY ON U.S. HIGHWAY 40 FOR 1.8 MIILES TO A SIDEROAD
 LR0879'ON THE RIGHT.  TURN RIGHT ACROSS A CATTLE GUARD, AND GO
 LR0879'0.05 MILE TO A FORK.  KEEP THE LEFT FORK FOR 0.55 MILE TO
 LR0879'A FORK.  KEEP THE LEFT FORK AND FOLLOW THE MAIN ROAD EASTERLY
 LR0879'FOR 6.3 MILES TO AN INTERSECTION.  TURN RIGHT AND CONTINUE
 LR0879'NORTHEAST UP THE CANYON FOR 4.4 MILES TO AN INTERSECTION.
 LR0879'KEEP STRAIGHT AHEAD FOR 0.15 MILE TO A CROSS ROAD.  TURN LEFT
 LR0879'AND GO 0.15 MILE TO A FORK.  KEEP THE LEFT FORK AND GO
 LR0879'NORTHERLY FOR 2.2 MILES TO THE END OF TRUCK TRAVEL AT THE BASE
 LR0879'OF A PEAK.  (THE STATION LIES WEST AND ACROSS A CANYON FROM
 LR0879'THIS POINT).  PACK ALONG THE LEFT SIDE OF THE RIDGE, KEEPING
 LR0879'ABOUT THE SAME ELEVATION, TO A SADDLE AT THE HEAD OF THE
 LR0879'CANYON.  FROM THE SADDLE CONTINUE WESTERLY AND SOUTHERLY
 LR0879'ALONG THE LEFT SIDE OF THE RIDGE TO THE SECOND SADDLE AND A
 LR0879'ROCKY LEDGE OUTCROPPING, AND THE AZIMUTH MARK.  FROM THIS
 LR0879'POINT PACK SOUTHERLY ABOUT 0.2 MILE TO THE TOP F THE RIDGE
 LR0879'AND THE STATION.  PACKING TIME ABOUT 1/2 HOUR.
 LR0879'
 LR0879'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK,
 LR0879'SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING BEDROCK.  THE
 LR0879'MARK IS STAMPED LANG SYNE 7430 VABM, AND IS 8 FEET WEST OF THE
 LR0879'EAST EDGE OF A 30 FOOT LEDGE, ON THE HIGHEST POINT OF A PROMINENT
 LR0879'OUTCROPPING.
 LR0879'
 LR0879'REFERENCE MARK NUMBER ONE IS A U.S. GEOLOGICAL SURVEY REFERENCE
 LR0879'DISK STAMPED LANG SYNE, SET IN CEMENT IN A DRILL HOLE N
 LR0879'OUTCROPPING BEDROCK.
 LR0879'
 LR0879'REFERENCE MARK NUMBER TWO IS A U.S. GEOLOGICAL SURVEY REFERENCE
 LR0879'DISK STAMPED LANG SYNE, SET IN CEMENT IN A DRILL HOLE IN
 LR0879'OUTCROPPING BEDROCK.
 LR0879'
 LR0879'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED LANG SYNE
 LR0879'1940, SET IN CEMENT IN A DRILL HOLE IN AN OUTCROPPING LEDGE,
 LR0879'ABOUT 0.2 MILE NORTH AND ABOUT 40 FEET LOWER IN ELEVATION THAN
 LR0879'THE STATION.
 LR0879'
 LR0879'NOTE--1940 MEASUREMENTS WERE TO THE POINT OF THE ARROW ON EACH
 LR0879'MARK, EVIDENTLY POINTINGS WERE TAKEN TO THE SAME POINT.
 LR0879'
 LR0879'1958 MEASUREMENTS WERE TAKEN TO THE POINT OF THE ARROWS, BUT
 LR0879'POINTINGS WERE TO THE CENTER OF BOTH DISKS.  R.M. NO. 1 IS
 LR0879'TO CLOSE OF FOCUS PROPERTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3641 ***********************************************************************
 DH3641  SACS        -  This is a Secondary Airport Control Station.
 DH3641  DESIGNATION -  LAS A
 DH3641  PID         -  DH3641
 DH3641  STATE/COUNTY-  NV/CLARK
 DH3641  USGS QUAD   -  LAS VEGAS SW (1984)
 DH3641
 DH3641                         *CURRENT SURVEY CONTROL
 DH3641  ___________________________________________________________________
 DH3641* NAD 83(1994)-  36 04 18.48970(N)    115 09 48.74549(W)     ADJUSTED  
 DH3641* NAVD 88     -       661.75   (meters)    2171.1    (feet)  GPS OBS   
 DH3641  ___________________________________________________________________
 DH3641  X           -  -2,194,825.248 (meters)                     COMP
 DH3641  Y           -  -4,671,955.573 (meters)                     COMP
 DH3641  Z           -   3,735,007.488 (meters)                     COMP
 DH3641  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 DH3641  ELLIP HEIGHT-         633.74  (meters)          (05/30/05) GPS OBS
 DH3641  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DH3641
 DH3641  HORZ ORDER  -  FIRST
 DH3641  ELLP ORDER  -  FOURTH    CLASS II
 DH3641
 DH3641.This mark is at Mccarran Intl Airport (LAS)
 DH3641
 DH3641.The horizontal coordinates were established by GPS observations
 DH3641.and adjusted by the National Geodetic Survey in May 2005..
 DH3641
 DH3641.The orthometric height was determined by GPS observations and a
 DH3641.high-resolution geoid model.
 DH3641
 DH3641.GPS derived orthometric heights for airport stations designated as
 DH3641.PACS or SACS are published to 2 decimal places.  This maintains
 DH3641.centimeter relative accuracy between the PACS and SACS.  It does
 DH3641.not indicate centimeter accuracy relative to other marks which are
 DH3641.part of the NAVD 88 network.
 DH3641
 DH3641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3641
 DH3641.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3641
 DH3641.The ellipsoidal height was determined by GPS observations
 DH3641.and is referenced to NAD 83.
 DH3641
 DH3641.The geoid height was determined by GEOID03.
 DH3641
 DH3641;                    North         East     Units Scale Factor Converg.
 DH3641;SPC NV E     - 8,146,718.440   237,812.060   MT  0.99991761   +0 14 49.8
 DH3641;SPC NV E     -26,728,025.42    780,221.73   sFT  0.99991761   +0 14 49.8
 DH3641;UTM  11      - 3,993,473.280   665,374.327   MT  0.99993699   +1 04 53.6
 DH3641
 DH3641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3641!SPC NV E     -   0.99990055  x   0.99991761  =   0.99981816
 DH3641!UTM  11      -   0.99990055  x   0.99993699  =   0.99983754
 DH3641
 DH3641                          SUPERSEDED SURVEY CONTROL
 DH3641
 DH3641.No superseded survey control is available for this station.
 DH3641
 DH3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6537493473(NAD 83)
 DH3641_MARKER: DH = HORIZONTAL CONTROL DISK
 DH3641_SETTING: 0 = UNSPECIFIED SETTING
 DH3641_SP_SET: INGRND CONCRETE ELECTRICAL VAULT
 DH3641_STAMPING: LAS A 2005
 DH3641_MARK LOGO: NGS   
 DH3641_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3641+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005
 DH3641
 DH3641  HISTORY     - Date     Condition        Report By
 DH3641  HISTORY     - 20050321 MONUMENTED       NGS
 DH3641
 DH3641                          STATION DESCRIPTION
 DH3641
 DH3641'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (DLA)
 DH3641'THE STATION IS LOCATED AT MCCARRAN INTERNATIONAL AIRPORT IN LAS VEGAS,
 DH3641'NV, SW OF  RUNWAY END 7R. AT LEAST 48 HOURS IN ADVANCE, YOU WILL NEED
 DH3641'TO CALL JEFF SULLIVAN AIRSIDE  OPERATIONS, AT 702-261-5348 TO ARRANGE
 DH3641'FOR AN ESCORT AND TO GAIN ACCESS ONTO THE FIELD.   TO REACH FROM THE
 DH3641'OVERPASS AT THE JUNCTION OF TROPICANA AVE AND INTERSTATE HIGHWAY  15
 DH3641'(EXIT 37), GO EAST ON TROPICANA AVE FOR 2.5 MILES TO THE INTERSECTION
 DH3641'OF MARYLAND PKWY.  TURN RIGHT AND GO SOUTH ON MARYLAND PKWY FOR 1.0
 DH3641'MILES TO THE INTERSECTION OF  RUSSELL ROAD. TURN RIGHT AND GO WEST ON
 DH3641'RUSSELL ROAD FOR 0.3 MILES TO JUNCTION OF  KELLY LANE ON THE LEFT.
 DH3641'TURN LEFT AND GO SOUTH ON KELLY LANE FOR 0.2 MILES TO SOUTH  GATE.
 DH3641' 
 DH3641'AT SOUTH GATE YOU WILL MEET YOUR ESCORT. FROM HERE, FOLLOW THE SERVICE
 DH3641'ROAD SOUTH  FOR 0.2 MILES, THEN EAST 1.3 MILES, PARALLEL TO RUNWAY
 DH3641'25R, THEN SOUTH 0.5 MILES, ACROSS  RUNWAYS 25R AND 25L APPROACHES,
 DH3641'THEN WEST 2.5 MILES, PARALLEL TO RUNWAY 25L TO THE  STATION ON THE
 DH3641'RIGHT.   THE STATION IS A DISK SET IN-THE NE COMER OF A SQUARE 5 FOOT
 DH3641'BY 5 FOOT CONCRETE IN  GROUND ELECTRICAL VAULT WITH A METAL ACCESS
 DH3641'LID. IT IS APPROXIMATELY 900 FEET SW OF  RUNWAY END 7R, 38.5 FEET
 DH3641'NORTH OF THE CENTERLINE OF THE SERVICE ROAD, 31.5 FEET SW OF  THE WEST
 DH3641'END OF AN ASOS WEATHER STATION, AND 25.0 FEET SE OF A 4 FOOT BY 4.5
 DH3641'FOOT ABOVE  GROUND ELECTRICAL BOX.
 DH3641' 
 DH3641'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 DH3641'(SACS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3642 ***********************************************************************
 DH3642  SACS        -  This is a Secondary Airport Control Station.
 DH3642  DESIGNATION -  LAS C
 DH3642  PID         -  DH3642
 DH3642  STATE/COUNTY-  NV/CLARK
 DH3642  USGS QUAD   -  LAS VEGAS SW (1984)
 DH3642
 DH3642                         *CURRENT SURVEY CONTROL
 DH3642  ___________________________________________________________________
 DH3642* NAD 83(1994)-  36 05 56.78686(N)    115 09 08.14585(W)     ADJUSTED  
 DH3642* NAVD 88     -       630.34   (meters)    2068.0    (feet)  GPS OBS   
 DH3642  ___________________________________________________________________
 DH3642  X           -  -2,193,136.287 (meters)                     COMP
 DH3642  Y           -  -4,670,749.053 (meters)                     COMP
 DH3642  Z           -   3,737,437.676 (meters)                     COMP
 DH3642  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 DH3642  ELLIP HEIGHT-         602.31  (meters)          (05/30/05) GPS OBS
 DH3642  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DH3642
 DH3642  HORZ ORDER  -  FIRST
 DH3642  ELLP ORDER  -  FOURTH    CLASS II
 DH3642
 DH3642.This mark is at Mccarran Intl Airport (LAS)
 DH3642
 DH3642.The horizontal coordinates were established by GPS observations
 DH3642.and adjusted by the National Geodetic Survey in May 2005..
 DH3642
 DH3642.The orthometric height was determined by GPS observations and a
 DH3642.high-resolution geoid model.
 DH3642
 DH3642.GPS derived orthometric heights for airport stations designated as
 DH3642.PACS or SACS are published to 2 decimal places.  This maintains
 DH3642.centimeter relative accuracy between the PACS and SACS.  It does
 DH3642.not indicate centimeter accuracy relative to other marks which are
 DH3642.part of the NAVD 88 network.
 DH3642
 DH3642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3642
 DH3642.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3642
 DH3642.The ellipsoidal height was determined by GPS observations
 DH3642.and is referenced to NAD 83.
 DH3642
 DH3642.The geoid height was determined by GEOID03.
 DH3642
 DH3642;                    North         East     Units Scale Factor Converg.
 DH3642;SPC NV E     - 8,149,752.358   238,814.457   MT  0.99991856   +0 15 14.3
 DH3642;SPC NV E     -26,737,979.19    783,510.43   sFT  0.99991856   +0 15 14.3
 DH3642;UTM  11      - 3,996,521.541   666,332.442   MT  0.99994090   +1 05 20.1
 DH3642
 DH3642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3642!SPC NV E     -   0.99990548  x   0.99991856  =   0.99982405
 DH3642!UTM  11      -   0.99990548  x   0.99994090  =   0.99984638
 DH3642
 DH3642                          SUPERSEDED SURVEY CONTROL
 DH3642
 DH3642.No superseded survey control is available for this station.
 DH3642
 DH3642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6633296522(NAD 83)
 DH3642_MARKER: DH = HORIZONTAL CONTROL DISK
 DH3642_SETTING: 0 = UNSPECIFIED SETTING
 DH3642_SP_SET: INGRND CONCRETE ELECTRICAL VAULT
 DH3642_STAMPING: LAS C 2005
 DH3642_MARK LOGO: NGS   
 DH3642_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3642+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 DH3642
 DH3642  HISTORY     - Date     Condition        Report By
 DH3642  HISTORY     - 20050322 MONUMENTED       NGS
 DH3642
 DH3642                          STATION DESCRIPTION
 DH3642
 DH3642'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (DLA)
 DH3642'THE STATION IS LOCATED AT MCCARRAN INTERNATIONAL AIRPORT IN LAS VEGAS,
 DH3642'NV, NE OF  RUNWAY END 19L. AT LEAST 48 HOURS IN ADVANCE, YOU WILL NEED
 DH3642'TO CALL JEFF SULLIVAN,  AIRSIDE OPERATIONS, AT 702-261-5348 TO ARRANGE
 DH3642'FOR AN ESCORT AND TO GAIN ACCESS ONTO  THE FIELD.   TO REACH FROM THE
 DH3642'OVERPASS AT THE JUNCTION OF TROPICANA AVE AND INTERSTATE HIGHWAY  15
 DH3642'(EXIT 37), GO EAST ON TROPICANA AVE FOR 2.5 MILES TO THE INTERSECTION
 DH3642'OF MARYLAND PKWY.  TURN RIGHT AND GO SOUTH ON MARYLAND PKWY FOR 1.0
 DH3642'MILES TO THE INTERSECTION OF  RUSSELL ROAD. TURN RIGHT AND GO WEST ON
 DH3642'RUSSELL ROAD FOR 0.3 MILES TO THE JUNCTION OF  KELLY LANE ON THE LEFT.
 DH3642'TURN LEFT AND GO SOUTH ON KELLY LANE FOR 0.2 MILES TO SOUTH  GATE.
 DH3642' 
 DH3642'AT SOUTH GATE YOU WILL MEET YOUR ESCORT. FROM HERE, FOLLOW THE SERVICE
 DH3642'ROAD SOUTH  FOR 0.3 MILES, THEN WESTERLY APPROXIMATELY 0.7 MILES AND
 DH3642'NORTHERLY APPROXIMATELY 1.3  MILES, AROUND THE TERMINAL RAMP AREA TO
 DH3642'GATE 53 ON THE RIGHT AND THE STATION ON THE  LEFT.
 DH3642' 
 DH3642'THE STATION IS A DISK SET IN THE NE COMER OF A 4 FOOT BY 7 FOOT
 DH3642'CONCRETE IN GROUND  ELECTRICAL VAULT WITH A METAL ACCESS LID. IT IS
 DH3642'APPROXIMATELY 450 FEET NE OF RUNWAY END  19L, 155.0 FEET EAST OF THE
 DH3642'EAST EDGE OF THE 19L BLAST PAD, 57.0 FEET WEST OF THE  CENTERLINE OF
 DH3642'THE SERVICE ROAD AND 7.0 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE
 DH3642'ROAD LEADING TO GATE 53.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1924 ***********************************************************************
 GR1924  DESIGNATION -  LAS VEGAS AIR BASE TK BCN 26 B
 GR1924  PID         -  GR1924
 GR1924  STATE/COUNTY-  NV/CLARK
 GR1924  USGS QUAD   -  LAS VEGAS NE (1984)
 GR1924
 GR1924                         *CURRENT SURVEY CONTROL
 GR1924  ___________________________________________________________________
 GR1924* NAD 83(1994)-  36 14 27.99671(N)    115 02 36.43494(W)     ADJUSTED  
 GR1924* NAVD 88     -                                                        
 GR1924  ___________________________________________________________________
 GR1924  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 GR1924  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GR1924
 GR1924  HORZ ORDER  -  THIRD
 GR1924
 GR1924.The horizontal coordinates were established by classical geodetic methods
 GR1924.and adjusted by the National Geodetic Survey in June 1998..
 GR1924
 GR1924
 GR1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1924
 GR1924.The geoid height was determined by GEOID03.
 GR1924
 GR1924;                    North         East     Units Scale Factor Converg.
 GR1924;SPC NV E     - 8,165,556.838   248,524.258   MT  0.99992900   +0 19 09.0
 GR1924;SPC NV E     -26,789,831.06    815,366.67   sFT  0.99992900   +0 19 09.0
 GR1924;UTM  11      - 4,012,466.661   675,810.867   MT  0.99998085   +1 09 25.1
 GR1924
 GR1924                          SUPERSEDED SURVEY CONTROL
 GR1924
 GR1924  NAD 83(1994)-  36 14 27.99716(N)    115 02 36.43780(W) AD(       ) 4
 GR1924  NAD 83(1992)-  36 14 27.99843(N)    115 02 36.43879(W) AD(       ) 4
 GR1924  NAD 83(1992)-  36 14 27.99753(N)    115 02 36.43917(W) AD(       ) 4
 GR1924  NAD 83(1986)-  36 14 27.98726(N)    115 02 36.42001(W) AD(       ) 4
 GR1924  NAD 27      -  36 14 28.09200(N)    115 02 33.41700(W) AD(       ) 3
 GR1924
 GR1924.Superseded values are not recommended for survey control.
 GR1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1924.See file dsdata.txt to determine how the superseded data were derived.
 GR1924
 GR1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA7581112467(NAD 83)
 GR1924_MARKER: 51 = TANK
 GR1924
 GR1924  HISTORY     - Date     Condition        Report By
 GR1924  HISTORY     - 1947     FIRST OBSERVED   CGS
 GR1924  HISTORY     - 1956     GOOD             CGS
 GR1924  HISTORY     - 1957     GOOD             CGS
 GR1924  HISTORY     - 1959     GOOD             CGS
 GR1924  HISTORY     - 1973     GOOD             NGS
 GR1924  HISTORY     - 1983     GOOD             NGS
 GR1924
 GR1924                          STATION DESCRIPTION
 GR1924
 GR1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 GR1924'THE STATION IS LOCATED AT THE CENTER OF THE LAS VEGAS ARMY
 GR1924'AIRBASE, ABOUT 7 MILES, AIRLINE, NORTHEAST OF THE CITY OF LAS
 GR1924'VEGAS AND ABOUT 6/10 MILE SOUTH OF U.S. HIGHWAYS NO. 91 AND
 GR1924'NO. 93.
 GR1924'
 GR1924'THE STATION IS A STANDARD CIVIL AERONAUTICS ADMINISTRATION
 GR1924'ROTATING BEACON ON THE TOP AND CENTER OF A WATER TANK WHICH
 GR1924'IS APPROXIMATELY 125 FEET HIGH.  IT IS A CYLINDRICAL STEEL
 GR1924'TANK SUPPORTED BY 8 STEEL LEGS.  THE WHOLE STRUCTURE IS PAINTED
 GR1924'YELLOW AND BLACK.  THE BEACON FLASHES WHITE AND GREEN.  IT IS
 GR1924'50 YARDS SOUTHWEST OF THE INTERSECTION OF D STREET AND 8TH
 GR1924'STREET.
 GR1924'
 GR1924'TO REACH FROM THE MAIN ADMINISTRATION BUILDING AT MC CARRAN FIELD
 GR1924'GO SOUTH 50 YDS, PASS THROUGH A GATE THENCE TURN RIGHT ON
 GR1924'ACCESS ROAD AND GO WESTERLY 0.4 MILE TO F STREET.  TURN LEFT
 GR1924'ON F STREET AND GO 0.25 MILE TO 8TH STREET.  TURN RIGHT ON
 GR1924'8TH STREET AND GO WESTERLY 0.1 MILE TO D STREET.  TURN LEFT
 GR1924'ON D STREET AND GO SOUTHERLY 0.05 MILE TO STATION ON RIGHT.
 GR1924
 GR1924                          STATION RECOVERY (1956)
 GR1924
 GR1924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 GR1924'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE AIRFIELD
 GR1924'IS NOW NELLIS AIRFORCE BASE.
 GR1924
 GR1924                          STATION RECOVERY (1957)
 GR1924
 GR1924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR1924'THE STATION WAS FOUND AND RECOVERED AS DESCRIBED AND THE
 GR1924'GENERAL LOCATION WAS FOUND TO BE ADEQUATE.  THE AIRBASE IF NO
 GR1924'LONGER KNOWN AS MC CARRAN FIELD.  IT IS NOW U.S. AIR FORCE
 GR1924'PROPERTY AND CALLED NELLIS AIR FORCE BASE.
 GR1924'
 GR1924'THE STATION IS A ROTATING AIRWAYS BEACON ON THE TOP AND CENTER
 GR1924'OF A WATER TANK.  THE TANK IS SUPPORTED BY AN 8 LEGGED STRUCTURE
 GR1924'WITH AN OVERALL HEIGHT OF ABOUT 125 FEET.  THE STRUCTURE
 GR1924'IS PAINTED AN ALTERNATE RED AND WHITE AND THE WATER TANK IN
 GR1924'RED AND WHITE CHECKERED DESIGN.
 GR1924'
 GR1924'TO REACH FROM THE WEST AND MAIN GATE TO NELLIS AIR FORCE BASE,
 GR1924'GO SOUTHEAST ON 3RD AVENUE FOR 0.4 MILE TO D STREET, TURN RIGHT
 GR1924'ON D STREET FOR 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GR1924
 GR1924                          STATION RECOVERY (1959)
 GR1924
 GR1924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GR1924'INTERSECTION STATION RECOVERED AS DESCRIBED BY RFL IN 1957
 GR1924'RECOVERY NOTE.
 GR1924
 GR1924                          STATION RECOVERY (1973)
 GR1924
 GR1924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 GR1924'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 GR1924'AS DESCRIBED.
 GR1924'
 GR1924'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 GR1924'NE OF LAS VEGAS.
 GR1924
 GR1924                          STATION RECOVERY (1983)
 GR1924
 GR1924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAH)
 GR1924'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GR1924'
 GR1924'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.0 MILES NORTHEAST
 GR1924'OF LAS VEGAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1959 ***********************************************************************
 GR1959  DESIGNATION -  LAS VEGAS CHARLESTON HTS TANK
 GR1959  PID         -  GR1959
 GR1959  STATE/COUNTY-  NV/CLARK
 GR1959  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1959
 GR1959                         *CURRENT SURVEY CONTROL
 GR1959  ___________________________________________________________________
 GR1959* NAD 83(1994)-  36 09 42.34215(N)    115 13 27.67166(W)     ADJUSTED  
 GR1959* NAVD 88     -                                                        
 GR1959  ___________________________________________________________________
 GR1959  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 GR1959  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 GR1959
 GR1959  HORZ ORDER  -  THIRD
 GR1959
 GR1959.The horizontal coordinates were established by classical geodetic methods
 GR1959.and adjusted by the National Geodetic Survey in June 1998..
 GR1959
 GR1959
 GR1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1959
 GR1959.The geoid height was determined by GEOID03.
 GR1959
 GR1959;                    North         East     Units Scale Factor Converg.
 GR1959;SPC NV E     - 8,156,677.540   232,297.574   MT  0.99991285   +0 12 42.6
 GR1959;SPC NV E     -26,760,699.56    762,129.62   sFT  0.99991285   +0 12 42.6
 GR1959;UTM  11      - 4,003,351.037   659,715.189   MT  0.99991431   +1 02 52.7
 GR1959
 GR1959                          SUPERSEDED SURVEY CONTROL
 GR1959
 GR1959  NAD 83(1994)-  36 09 42.34280(N)    115 13 27.67636(W) AD(       ) 4
 GR1959  NAD 83(1992)-  36 09 42.34260(N)    115 13 27.67733(W) AD(       ) 4
 GR1959  NAD 83(1992)-  36 09 42.34106(N)    115 13 27.67732(W) AD(       ) 4
 GR1959  NAD 83(1986)-  36 09 42.33642(N)    115 13 27.65891(W) AD(       ) 4
 GR1959  NAD 27      -  36 09 42.45200(N)    115 13 24.65200(W) AD(       ) 3
 GR1959
 GR1959.Superseded values are not recommended for survey control.
 GR1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1959.See file dsdata.txt to determine how the superseded data were derived.
 GR1959
 GR1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA5971503351(NAD 83)
 GR1959_MARKER: 51 = TANK
 GR1959
 GR1959  HISTORY     - Date     Condition        Report By
 GR1959  HISTORY     - 1957     FIRST OBSERVED   CGS
 GR1959  HISTORY     - 19670401 MARK NOT FOUND   USGS
 GR1959  HISTORY     - 1975     GOOD             NGS
 GR1959  HISTORY     - 1976     GOOD             NGS
 GR1959
 GR1959                          STATION DESCRIPTION
 GR1959
 GR1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR1959'LOCATED ABOUT 5 MILES WEST OF DOWNTOWN LAS VEGAS, AND ABOUT
 GR1959'7 MILES NORTHWEST OF MC CARRAN FIELD.  IT IS A SIX LEGGED STEEL
 GR1959'STRUCTURE PAINTED SILVER, AND IS 130 FEET IN HEIGHT, AND HAS A
 GR1959'CAPACITY OF 300,000 GALLONS.  THE POINT OF INTERSECTION IS THE
 GR1959'TOP AND CENTER OF THE VENT PIPE THAT IS ON TOP OF THE TANK.
 GR1959'
 GR1959'TO REACH FROM THE JUNCTION OF SOUTH MAIN STREET AND CHARLESTON
 GR1959'BLVD., GO WEST ON CHARLESTON BLVD. FOR 2.85 MILES TO DECATUR
 GR1959'BLVD., TURN RIGHT, NORTH, AND GO FOR 0.25 MILES TO EVERGREEN AVE.,
 GR1959'TURN LEFT, WEST, AND GO 1.0 MILE TO END OF PAVEMENT, TURN LEFT,
 GR1959'SOUTH, AND GO 0.1 TO TANK.
 GR1959
 GR1959                          STATION RECOVERY (1967)
 GR1959
 GR1959'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (RGS)
 GR1959'MARK NOT FOUND.
 GR1959
 GR1959                          STATION RECOVERY (1975)
 GR1959
 GR1959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HBA)
 GR1959'STATION RECOVERED AS DESCRIBED.
 GR1959'
 GR1959'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST
 GR1959'OF DOWNTOWN LAS VEGAS.
 GR1959
 GR1959                          STATION RECOVERY (1976)
 GR1959
 GR1959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (FBM)
 GR1959'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GR1959'
 GR1959'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST
 GR1959'DOWNTOWN LAS VEGAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1947 ***********************************************************************
 GR1947  DESIGNATION -  LAS VEGAS CITY WATER TANK 1
 GR1947  PID         -  GR1947
 GR1947  STATE/COUNTY-  NV/CLARK
 GR1947  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1947
 GR1947                         *CURRENT SURVEY CONTROL
 GR1947  ___________________________________________________________________
 GR1947* NAD 83(1994)-  36 10 11.37296(N)    115 09 05.03991(W)     ADJUSTED  
 GR1947* NAVD 88     -                                                        
 GR1947  ___________________________________________________________________
 GR1947  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 GR1947  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GR1947
 GR1947  HORZ ORDER  -  THIRD
 GR1947
 GR1947.The horizontal coordinates were established by classical geodetic methods
 GR1947.and adjusted by the National Geodetic Survey in June 1998..
 GR1947
 GR1947
 GR1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1947
 GR1947.The geoid height was determined by GEOID03.
 GR1947
 GR1947;                    North         East     Units Scale Factor Converg.
 GR1947;SPC NV E     - 8,157,599.001   238,857.261   MT  0.99991860   +0 15 17.7
 GR1947;SPC NV E     -26,763,722.72    783,650.86   sFT  0.99991860   +0 15 17.7
 GR1947;UTM  11      - 4,004,368.148   666,260.805   MT  0.99994060   +1 05 28.5
 GR1947
 GR1947                          SUPERSEDED SURVEY CONTROL
 GR1947
 GR1947  NAD 83(1994)-  36 10 11.37350(N)    115 09 05.04400(W) AD(       ) 4
 GR1947  NAD 83(1992)-  36 10 11.37361(N)    115 09 05.04498(W) AD(       ) 4
 GR1947  NAD 83(1992)-  36 10 11.37232(N)    115 09 05.04504(W) AD(       ) 4
 GR1947  NAD 83(1986)-  36 10 11.36585(N)    115 09 05.02698(W) AD(       ) 4
 GR1947  NAD 27      -  36 10 11.47600(N)    115 09 02.02300(W) AD(       ) 3
 GR1947
 GR1947.Superseded values are not recommended for survey control.
 GR1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1947.See file dsdata.txt to determine how the superseded data were derived.
 GR1947
 GR1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6626104368(NAD 83)
 GR1947
 GR1947  HISTORY     - Date     Condition        Report By
 GR1947  HISTORY     - 1956     MONUMENTED       CGS
 GR1947  HISTORY     - 1960     SEE DESCRIPTION  CGS
 GR1947
 GR1947                          STATION DESCRIPTION
 GR1947
 GR1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 GR1947'THE STATION IS LOCATED AT THE UNION PACIFIC RAILROAD REPAIR
 GR1947'SHOPS AND FREIGHT YARDS IN LAS VEGAS.  IT IS ABOUT 0.3 MILE
 GR1947'SOUTHWEST OF THE RAILROAD DEPOT.
 GR1947'
 GR1947'IT IS A 6-LEGGED STEEL STRUCTURE THAT IS PAINTED SILVER.  THE
 GR1947'POINT USED IS THE CENTER OF THE TOP OF THE RED LIGHT WHICH
 GR1947'IS SECURED TO THE CENTER OF THE ROOF.
 GR1947
 GR1947                          STATION RECOVERY (1960)
 GR1947
 GR1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (MKM)
 GR1947'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1957 ***********************************************************************
 GR1957  DESIGNATION -  LAS VEGAS CITY WATER TANK 2
 GR1957  PID         -  GR1957
 GR1957  STATE/COUNTY-  NV/CLARK
 GR1957  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1957
 GR1957                         *CURRENT SURVEY CONTROL
 GR1957  ___________________________________________________________________
 GR1957* NAD 83(1994)-  36 09 34.96417(N)    115 11 47.05417(W)     ADJUSTED  
 GR1957* NAVD 88     -                                                        
 GR1957  ___________________________________________________________________
 GR1957  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 GR1957  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GR1957
 GR1957  HORZ ORDER  -  THIRD
 GR1957
 GR1957.The horizontal coordinates were established by classical geodetic methods
 GR1957.and adjusted by the National Geodetic Survey in June 1998..
 GR1957
 GR1957
 GR1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1957
 GR1957.The geoid height was determined by GEOID03.
 GR1957
 GR1957;                    North         East     Units Scale Factor Converg.
 GR1957;SPC NV E     - 8,156,459.810   234,813.101   MT  0.99991493   +0 13 41.9
 GR1957;SPC NV E     -26,759,985.23    770,382.65   sFT  0.99991493   +0 13 41.9
 GR1957;UTM  11      - 4,003,170.038   662,233.638   MT  0.99992430   +1 03 51.9
 GR1957
 GR1957                          SUPERSEDED SURVEY CONTROL
 GR1957
 GR1957  NAD 83(1994)-  36 09 34.96470(N)    115 11 47.05863(W) AD(       ) 4
 GR1957  NAD 83(1992)-  36 09 34.96469(N)    115 11 47.05963(W) AD(       ) 4
 GR1957  NAD 83(1992)-  36 09 34.96324(N)    115 11 47.05963(W) AD(       ) 4
 GR1957  NAD 83(1986)-  36 09 34.95808(N)    115 11 47.04150(W) AD(       ) 4
 GR1957  NAD 27      -  36 09 35.07100(N)    115 11 44.03400(W) AD(       ) 3
 GR1957
 GR1957.Superseded values are not recommended for survey control.
 GR1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1957.See file dsdata.txt to determine how the superseded data were derived.
 GR1957
 GR1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6223403170(NAD 83)
 GR1957
 GR1957  HISTORY     - Date     Condition        Report By
 GR1957  HISTORY     - 1956     MONUMENTED       CGS
 GR1957  HISTORY     - 1957     SEE DESCRIPTION  CGS
 GR1957
 GR1957                          STATION DESCRIPTION
 GR1957
 GR1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 GR1957'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF LAS VEGAS,
 GR1957'NORTHEAST OF THE INTERSECTION OF BEDFORD DRIVE AND CHARLESTON
 GR1957'BLVD.  IT IS A 6-LEGGED STEEL STRUCTURE THAT IS PAINTED SILVER
 GR1957'AND IS APPROXIMATELY 150 FEET HIGH.  THE POINT OF INTERSECTION
 GR1957'IS THE TOP AND CENTER OF THE VENT THAT IS ON THE TOP OF THE TANK.
 GR1957
 GR1957                          STATION RECOVERY (1957)
 GR1957
 GR1957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR1957'LOCATED ABOUT 3 MILES WEST OF DOWNTOWN LAS VEGAS, AND ABOUT
 GR1957'6 MILES NORTH-NORTHWEST OF MC CARRAN FIELD.  IT IS A 6 LEGGED
 GR1957'STEEL STRUCTURE PAINTED SILVER, AND HAS A CAPACITY OF 300,000
 GR1957'GALLONS AND IS 130 FEET HIGH.  THE POINT OF INTERSECTION
 GR1957'IS THE TOP AND CENTER OF THE VENT PIPE THAT IS ON TOP OF THE
 GR1957'TANK.  ACCORDING TO THE LAS VEGAS VALLEY WATER DISTRICT,
 GR1957'OWNERS OF THE TANK, IT IS KNOWN AS THE HYDE PARK WATER TANK.
 GR1957'TO REACH FROM THE JUNCTION OF SOUTH MAIN STREET AND CHARLESTON
 GR1957'BLVD., GO WEST ON CHARLESTON BLVD. FOR 2.4 MILES TO THE TANK
 GR1957'ON THE NORTH SIDE OF CHARLESTON BLVD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1949 ***********************************************************************
 GR1949  DESIGNATION -  LAS VEGAS KENO FM RADIO TOWER
 GR1949  PID         -  GR1949
 GR1949  STATE/COUNTY-  NV/CLARK
 GR1949  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1949
 GR1949                         *CURRENT SURVEY CONTROL
 GR1949  ___________________________________________________________________
 GR1949* NAD 83(1994)-  36 08 17.81071(N)    115 09 42.44078(W)     ADJUSTED  
 GR1949* NAVD 88     -                                                        
 GR1949  ___________________________________________________________________
 GR1949  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 GR1949  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GR1949
 GR1949  HORZ ORDER  -  THIRD
 GR1949
 GR1949.The horizontal coordinates were established by classical geodetic methods
 GR1949.and adjusted by the National Geodetic Survey in June 1998..
 GR1949
 GR1949
 GR1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1949
 GR1949.The geoid height was determined by GEOID03.
 GR1949
 GR1949;                    North         East     Units Scale Factor Converg.
 GR1949;SPC NV E     - 8,154,094.914   237,937.829   MT  0.99991773   +0 14 55.0
 GR1949;SPC NV E     -26,752,226.40    780,634.36   sFT  0.99991773   +0 14 55.0
 GR1949;UTM  11      - 4,000,850.946   665,392.580   MT  0.99993706   +1 05 03.5
 GR1949
 GR1949                          SUPERSEDED SURVEY CONTROL
 GR1949
 GR1949  NAD 83(1994)-  36 08 17.81104(N)    115 09 42.44502(W) AD(       ) 4
 GR1949  NAD 83(1992)-  36 08 17.81108(N)    115 09 42.44579(W) AD(       ) 4
 GR1949  NAD 83(1992)-  36 08 17.80976(N)    115 09 42.44568(W) AD(       ) 4
 GR1949  NAD 83(1986)-  36 08 17.80427(N)    115 09 42.42838(W) AD(       ) 4
 GR1949  NAD 27      -  36 08 17.91200(N)    115 09 39.42800(W) AD(       ) 3
 GR1949
 GR1949.Superseded values are not recommended for survey control.
 GR1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1949.See file dsdata.txt to determine how the superseded data were derived.
 GR1949
 GR1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6539300851(NAD 83)
 GR1949
 GR1949  HISTORY     - Date     Condition        Report By
 GR1949  HISTORY     - 1947     MONUMENTED       CGS
 GR1949  HISTORY     - 1956     SEE DESCRIPTION  CGS
 GR1949  HISTORY     - 1967     SEE DESCRIPTION  USGS
 GR1949
 GR1949                          STATION DESCRIPTION
 GR1949
 GR1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 GR1949'THE STATION IS LOCATED AT THE KENO RADIO STATION IN THE SOUTHERN
 GR1949'PART OF THE CITY OF LAS VEGAS, ABOUT 75 YARDS NORTHWEST OF
 GR1949'U.S. HIGHWAY NO. 91, 1/2 MILE SOUTHWEST OF STATION MEADOWS,
 GR1949'AND 200 YARDS SOUTH-SOUTHWEST OF EL RANCHO VEGAS.
 GR1949'
 GR1949'THE STATION CONSISTS OF A SQUARE STEEL TOWER 162 FEET HIGH,
 GR1949'IS 10 FEET SQUARE AT THE BASE AND TAPERS TO 20 INCHES AT THE
 GR1949'TOP.  IT IS 30 FEET NORTHWEST OF THE BROADCASTING STATION.
 GR1949'
 GR1949'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 GR1949'(U.S. HIGHWAY NO. 91) AND CHARLESTON BOULEVARD GO SOUTH ON
 GR1949'MAIN STREET 1.25 MILES TO THE STATION ON THE RIGHT.
 GR1949
 GR1949                          STATION RECOVERY (1956)
 GR1949
 GR1949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 GR1949'TOWER TAKEN DOWN IN 1955, STATION LOST.
 GR1949
 GR1949                          STATION RECOVERY (1967)
 GR1949
 GR1949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GR1949'STATION DESTROYED.
 GR1949'
 GR1949'TOWER HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1950 ***********************************************************************
 GR1950  DESIGNATION -  LAS VEGAS KENO RADIO TOWER
 GR1950  PID         -  GR1950
 GR1950  STATE/COUNTY-  NV/CLARK
 GR1950  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1950
 GR1950                         *CURRENT SURVEY CONTROL
 GR1950  ___________________________________________________________________
 GR1950* NAD 83(1994)-  36 08 19.70696(N)    115 09 47.85576(W)     ADJUSTED  
 GR1950* NAVD 88     -                                                        
 GR1950  ___________________________________________________________________
 GR1950  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 GR1950  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GR1950
 GR1950  HORZ ORDER  -  THIRD
 GR1950
 GR1950.The horizontal coordinates were established by classical geodetic methods
 GR1950.and adjusted by the National Geodetic Survey in June 1998..
 GR1950
 GR1950
 GR1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1950
 GR1950.The geoid height was determined by GEOID03.
 GR1950
 GR1950;                    North         East     Units Scale Factor Converg.
 GR1950;SPC NV E     - 8,154,152.770   237,802.205   MT  0.99991760   +0 14 51.8
 GR1950;SPC NV E     -26,752,416.21    780,189.40   sFT  0.99991760   +0 14 51.8
 GR1950;UTM  11      - 4,000,906.819   665,256.125   MT  0.99993650   +1 05 00.4
 GR1950
 GR1950                          SUPERSEDED SURVEY CONTROL
 GR1950
 GR1950  NAD 83(1994)-  36 08 19.70732(N)    115 09 47.86007(W) AD(       ) 4
 GR1950  NAD 83(1992)-  36 08 19.70733(N)    115 09 47.86082(W) AD(       ) 4
 GR1950  NAD 83(1992)-  36 08 19.70601(N)    115 09 47.86072(W) AD(       ) 4
 GR1950  NAD 83(1986)-  36 08 19.70049(N)    115 09 47.84343(W) AD(       ) 4
 GR1950  NAD 27      -  36 08 19.80800(N)    115 09 44.84300(W) AD(       ) 3
 GR1950
 GR1950.Superseded values are not recommended for survey control.
 GR1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1950.See file dsdata.txt to determine how the superseded data were derived.
 GR1950
 GR1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6525600907(NAD 83)
 GR1950
 GR1950  HISTORY     - Date     Condition        Report By
 GR1950  HISTORY     - 1947     MONUMENTED       CGS
 GR1950  HISTORY     - 1950     SEE DESCRIPTION  CGS
 GR1950  HISTORY     - 1956     SEE DESCRIPTION  CGS
 GR1950  HISTORY     - 1963     SEE DESCRIPTION  CGS
 GR1950  HISTORY     - 1967     SEE DESCRIPTION  USGS
 GR1950
 GR1950                          STATION DESCRIPTION
 GR1950
 GR1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 GR1950'THE STATION IS LOCATED IN THE SOUTHERN PORTION OF THE CITY
 GR1950'OF LAS VEGAS NEAR THE KENO RADIO STATION, 1/2 MILE SOUTHWEST
 GR1950'OF STATION MEADOWS, 275 YDS. NORTHWEST OF U.S. HIGHWAY NO.
 GR1950'91, AND ABOUT 275 YARDS SOUTHWEST OF EL RANCHO VEGAS.
 GR1950'
 GR1950'THE STATION CONSISTS OF A 1 FOOT TRIANGULAR STEEL MAST WHICH IS
 GR1950'203 FEET HIGH AND IS PAINTED ALTERNATELY RED AND WHITE.  IT
 GR1950'RESTS ON A 3 FOOT SQUARE CONCRETE BASE WHICH PROJECTS 4 INCHES
 GR1950'ABOVE THE SURFACE OF THE GROUND.  THERE IS A RED WARNING
 GR1950'LIGHT ON TOP.
 GR1950'
 GR1950'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 GR1950'(U.S. HIGHWAY NO. 91) AND CHARLESTON BOULEVARD GO SOUTHERLY
 GR1950'ON MAIN STREET FOR 1.25 MILES TO THE KENO RADIO STATION.
 GR1950
 GR1950                          STATION RECOVERY (1950)
 GR1950
 GR1950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HJB)
 GR1950'RECOVERED - DESCRIPTION ADEQUATE.
 GR1950'
 GR1950'TWO ADDITIONAL TOWERS, SAME HEIGHT, ARE TO BE ERECTED BY ABOUT
 GR1950'JUNE 30, 1950.  ONE WILL BE LOCATED APPROX. 225 FT. NW OF THE
 GR1950'PRESENT TOWER, AND THE OTHER APPROX. 225 FT. SE OF THE PRESENT
 GR1950'TOWER.
 GR1950
 GR1950                          STATION RECOVERY (1956)
 GR1950
 GR1950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 GR1950'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE TWO ADDITIONAL
 GR1950'TOWERS MENTIONED IN THE 1950 RECOVERY HAVE BEEN ERECTED.
 GR1950'THE CENTER TOWER IS THE ORIGINAL TOWER.
 GR1950
 GR1950                          STATION RECOVERY (1963)
 GR1950
 GR1950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 GR1950'THIS STATION HAS BEEN DESTROYED.
 GR1950
 GR1950                          STATION RECOVERY (1967)
 GR1950
 GR1950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GR1950'STATION DISMANTLED.
 GR1950'
 GR1950'TOWER HAS BEEN DISMANTLED.
 GR1950'
 GR1950'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LAS VEGAS,
 GR1950'SOUTHERN POSITION OF THE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1123 ***********************************************************************
 GR1123  DESIGNATION -  LAS VEGAS N BASE 2
 GR1123  PID         -  GR1123
 GR1123  STATE/COUNTY-  NV/CLARK
 GR1123  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1123
 GR1123                         *CURRENT SURVEY CONTROL
 GR1123  ___________________________________________________________________
 GR1123* NAD 83(1994)-  36 11 17.00348(N)    115 12 20.30088(W)     ADJUSTED  
 GR1123* NAVD 88     -       672.07   (+/-2cm)    2204.9    (feet)  VERTCON   
 GR1123  ___________________________________________________________________
 GR1123  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 GR1123  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GR1123
 GR1123  HORZ ORDER  -  SECOND
 GR1123  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1123
 GR1123.The horizontal coordinates were established by classical geodetic methods
 GR1123.and adjusted by the National Geodetic Survey in June 1998..
 GR1123.No horizontal observational check was made to the station.
 GR1123
 GR1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1123.The vertical order pertains to the NGVD 29 superseded value.
 GR1123
 GR1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1123
 GR1123.The geoid height was determined by GEOID03.
 GR1123
 GR1123;                    North         East     Units Scale Factor Converg.
 GR1123;SPC NV E     - 8,159,601.386   233,969.945   MT  0.99991421   +0 13 22.8
 GR1123;SPC NV E     -26,770,292.21    767,616.39   sFT  0.99991421   +0 13 22.8
 GR1123;UTM  11      - 4,006,298.996   661,344.706   MT  0.99992076   +1 03 34.9
 GR1123
 GR1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1123!SPC NV E     -   0.99989890  x   0.99991421  =   0.99981312
 GR1123!UTM  11      -   0.99989890  x   0.99992076  =   0.99981967
 GR1123
 GR1123|---------------------------------------------------------------------|
 GR1123| PID    Reference Object                     Distance      Geod. Az  |
 GR1123|                                                           dddmmss.s |
 GR1123| GR1121 LAS VEGAS N BASE RM 1                25.454 METERS 06753     |
 GR1123| GR1953 FREMONT                             APPROX. 5.9 KM 1084519.7 |
 GR1123| GR1963 LAS VEGAS N BASE 3                   48.981 METERS 15959     |
 GR1123| GR1957 LAS VEGAS CITY WATER TANK 2         APPROX. 3.3 KM 1651158.4 |
 GR1123| GR1125 LAS VEGAS N BASE RM 2                60.853 METERS 19938     |
 GR1123| GR1959 LAS VEGAS CHARLESTON HTS TANK       APPROX. 3.4 KM 2095929.3 |
 GR1123| GR1124 LAS VEGAS N BASE RM 3                27.388 METERS 25953     |
 GR1123| GR1122 LAS VEGAS N BASE                     48.031 METERS 28845     |
 GR1123|---------------------------------------------------------------------|
 GR1123
 GR1123                          SUPERSEDED SURVEY CONTROL
 GR1123
 GR1123  NAD 83(1994)-  36 11 17.00419(N)    115 12 20.30531(W) AD(       ) 2
 GR1123  NAD 83(1992)-  36 11 17.00412(N)    115 12 20.30645(W) AD(       ) 2
 GR1123  NAD 83(1992)-  36 11 17.00263(N)    115 12 20.30660(W) AD(       ) 2
 GR1123  NAD 83(1986)-  36 11 16.99721(N)    115 12 20.28859(W) AD(       ) 2
 GR1123  NAD 27      -  36 11 17.11400(N)    115 12 17.27800(W) AD(       ) 2
 GR1123  NGVD 29 (??/??/92)  671.442  (m)         2202.89   (f) ADJ UNCH    1 2
 GR1123
 GR1123.Superseded values are not recommended for survey control.
 GR1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1123.See file dsdata.txt to determine how the superseded data were derived.
 GR1123
 GR1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6134506299(NAD 83)
 GR1123_MARKER: DS = TRIANGULATION STATION DISK
 GR1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1123_STAMPING: LAS VEGAS N BASE 2 1963
 GR1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1123+STABILITY: SURFACE MOTION
 GR1123
 GR1123  HISTORY     - Date     Condition        Report By
 GR1123  HISTORY     - 1963     MONUMENTED       CGS
 GR1123  HISTORY     - 1963     GOOD             CGS
 GR1123  HISTORY     - 19670301 MARK NOT FOUND   USGS
 GR1123  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR1123
 GR1123                          STATION DESCRIPTION
 GR1123
 GR1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAA)
 GR1123'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF LAS VEGAS,
 GR1123'NEVADA ON THE SOUTHEAST CORNER OF VEGAS DRIVE AND DECATUR
 GR1123'BLVD.  1.2 MILES WEST OF U.S. HIGHWAY 95, 3.5 MILES WEST-NORTHWEST
 GR1123'OF THE UNION PACIFIC RAILROAD DEPOT, 5.0 MILES NORTHWEST OF
 GR1123'THE CENTRAL SECTION OF LAS VEGAS AND ON PROPERTY OF THE U.S.
 GR1123'DEPARTMENT OF AGRICULTURE.
 GR1123'
 GR1123'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD DEPOT,
 GR1123'GO NORTHEAST ON MAIN STREET FOR 0.4 MILE TO THE JUNCTION
 GR1123'OF U.S. HIGHWAY 95, TURN LEFT, THROUGH AN UNDERPASS AND FOLLOW
 GR1123'HIGHWAY 95 FOR 1.85 MILES TO WHERE HIGHWAY 95 TURNS RIGHT,
 GR1123'TURN RIGHT AND CONTINUE ON HIGHWAY 95 FOR 0.95 MILE TO A SIDE
 GR1123'ROAD WEST AND SIGN LAS VEGAS PUBLIC GOLF COURSE.  TURN LEFT
 GR1123'AND GO WEST FOR 1.15 MILES TO THE STATION ON THE LEFT AS
 GR1123'DESCRIBED.
 GR1123'
 GR1123'THE STATION MARK IS A STANDARD DISK STAMPED LAS VEGAS N BASE
 GR1123'2 1963, SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 GR1123'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.2 FEET SOUTH OF A
 GR1123'STANDARD METAL WITNESS POST AND MARKER, 34.0 FEET SOUTH OF THE
 GR1123'CENTERLINE OF VEGAS DRIVE, 50.0 FEET WEST OF THE APPROXIMATE
 GR1123'CENTER OF A GRAVELED DRIVEWAY AND 149.0 FEET EAST OF THE
 GR1123'CENTER LINE OF DECATUR BLVD.
 GR1123'
 GR1123'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LAS VEGAS N BASE
 GR1123'NO 1 1947, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 GR1123'5 INCHES BELOW THE GROUND SURFACE.  IT IS 20.0 FEET SOUTH OF
 GR1123'THE CENTER LINE OF VEGAS DRIVE, 30.0 FEET NORTH OF AN EAST AND
 GR1123'WEST FENCE LINE, 44.0 FEET EAST OF THE APPROXIMATE CENTER
 GR1123'OF A GRAVELED ROAD, 2.0 FEET EAST OF A TELEPHONE CABLE POLE AND
 GR1123'83.5 FEET EAST-NORTHEAST OF THE WITNESS POST.
 GR1123'
 GR1123'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LAS VEGAS N BASE
 GR1123'NO 2 1947, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH
 GR1123'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 3.0 FEET
 GR1123'WEST OF A POWERLINE POLE NUMBER 29182, 24.7 FEET WEST-NORTHWEST
 GR1123'OF THE NORTHWEST CORNER OF A HOUSE AND 26.0 FEET NORTH OF
 GR1123'THE NORTHEAST CORNER OF A HOUSE.
 GR1123'
 GR1123'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LAS VEGAS N BASE
 GR1123'NO 3 1947 1956, SET IN TOP OF A SQUARE CONCRETE MONUMENT
 GR1123'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 47.5 FEET
 GR1123'SOUTH-SOUTHWEST OF A POWERLINE POLE AND TRANSFORMER, 60.0 FEET
 GR1123'EAST OF CENTER LINE DECATUR BLVD.  63.0 FEET SOUTH OF THE
 GR1123'CENTER LINE OF VEGAS DRIVE, 89.9 FEET WEST-SOUTHWEST OF THE
 GR1123'WITNESS POST AND 89.4 FEET SOUTHEAST OF THE CENTER OF
 GR1123'INTERSECTION OF VEGAS DRIVE AND DECATURE BLVD.
 GR1123'
 GR1123'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GR1123
 GR1123                          STATION RECOVERY (1963)
 GR1123
 GR1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GR1123'4.45 MI NW FROM LAS VEGAS.
 GR1123'3.3 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1123'RAILROAD STATION AT LAS VEGAS, THENCE 1.15 MILES WEST ALONG VEGAS
 GR1123'DRIVE, AT THE INTERSECTION OF DECATUR BOULEVARD, 48 FEET SOUTH OF THE
 GR1123'CENTER LINE OF THE DRIVE, 149 FEET EAST OF THE CENTER LINE OF THE
 GR1123'BOULEVARD, 89.78 FEET EAST-NORTHEAST OF LAS VEGAS N BASE R.M. 3, 34
 GR1123'FEET WEST OF THE CENTER LINE OF A GRAVELED DRIVEWAY LEADING SOUTH, 1.2
 GR1123'FEET SOUTH OF A WITNESS POST, 74 FEET EAST-SOUTHEAST OF POWER LINE
 GR1123'POLE 32019 WITH 2 TRANSFORMERS, ABOUT LEVEL WITH THE DRIVE, AND SET IN
 GR1123'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 GR1123
 GR1123                          STATION RECOVERY (1967)
 GR1123
 GR1123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (SGS)
 GR1123'MARK NOT FOUND.
 GR1123
 GR1123                          STATION RECOVERY (1996)
 GR1123
 GR1123'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1963 ***********************************************************************
 GR1963  DESIGNATION -  LAS VEGAS N BASE 3
 GR1963  PID         -  GR1963
 GR1963  STATE/COUNTY-  NV/CLARK
 GR1963  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1963
 GR1963                         *CURRENT SURVEY CONTROL
 GR1963  ___________________________________________________________________
 GR1963* NAD 83(1994)-  36 11 15.51037(N)    115 12 19.62983(W)     ADJUSTED  
 GR1963* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 GR1963  ___________________________________________________________________
 GR1963  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 GR1963  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GR1963
 GR1963  HORZ ORDER  -  SECOND
 GR1963
 GR1963.The horizontal coordinates were established by classical geodetic methods
 GR1963.and adjusted by the National Geodetic Survey in June 1998..
 GR1963.No horizontal observational check was made to the station.
 GR1963
 GR1963.The orthometric height was scaled from a topographic map.
 GR1963
 GR1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1963
 GR1963.The geoid height was determined by GEOID03.
 GR1963
 GR1963;                    North         East     Units Scale Factor Converg.
 GR1963;SPC NV E     - 8,159,555.434   233,986.889   MT  0.99991423   +0 13 23.2
 GR1963;SPC NV E     -26,770,141.45    767,671.98   sFT  0.99991423   +0 13 23.2
 GR1963;UTM  11      - 4,006,253.296   661,362.320   MT  0.99992083   +1 03 35.2
 GR1963
 GR1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1963!SPC NV E     -   0.99989897  x   0.99991423  =   0.99981321
 GR1963!UTM  11      -   0.99989897  x   0.99992083  =   0.99981981
 GR1963
 GR1963:                Primary Azimuth Mark                     Grid Az
 GR1963:SPC NV E     -  LAS VEGAS CITY WATER TANK 2              165 03 22.3
 GR1963:UTM  11      -  LAS VEGAS CITY WATER TANK 2              164 13 10.3
 GR1963
 GR1963|---------------------------------------------------------------------|
 GR1963| PID    Reference Object                     Distance      Geod. Az  |
 GR1963|                                                           dddmmss.s |
 GR1963| GR1957 LAS VEGAS CITY WATER TANK 2         APPROX. 3.2 KM 1651645.5 |
 GR1963| GR1959 LAS VEGAS CHARLESTON HTS TANK       APPROX. 3.3 KM 2103809.1 |
 GR1963| GR1125 LAS VEGAS N BASE RM 2                38.862 METERS 25310     |
 GR1963| GR1124 LAS VEGAS N BASE RM 3                60.290 METERS 31327     |
 GR1963| GR1123 LAS VEGAS N BASE 2                   48.981 METERS 33959     |
 GR1963|---------------------------------------------------------------------|
 GR1963
 GR1963                          SUPERSEDED SURVEY CONTROL
 GR1963
 GR1963  NAD 83(1994)-  36 11 15.51107(N)    115 12 19.63427(W) AD(       ) 2
 GR1963  NAD 83(1992)-  36 11 15.51100(N)    115 12 19.63540(W) AD(       ) 2
 GR1963  NAD 83(1992)-  36 11 15.50951(N)    115 12 19.63555(W) AD(       ) 2
 GR1963  NAD 83(1986)-  36 11 15.50409(N)    115 12 19.61755(W) AD(       ) 2
 GR1963  NAD 27      -  36 11 15.62080(N)    115 12 16.60710(W) AD(       ) 2
 GR1963
 GR1963.Superseded values are not recommended for survey control.
 GR1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1963.See file dsdata.txt to determine how the superseded data were derived.
 GR1963
 GR1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6136206253(NAD 83)
 GR1963_MARKER: DS = TRIANGULATION STATION DISK
 GR1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1963
 GR1963  HISTORY     - Date     Condition        Report By
 GR1963  HISTORY     - 1964     MONUMENTED       CGS
 GR1963  HISTORY     - 1980     GOOD             NGS
 GR1963
 GR1963                          STATION DESCRIPTION
 GR1963
 GR1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (HEM)
 GR1963'THE STATION IS IN THE LAWN OF A WHITE, RED SHINGLED ROOF, HOUSE
 GR1963'THAT SETS IN THE NORTHEAST CORNER OF THE INTERSECTION FORMED
 GR1963'BY DECATUR BLVD. AND LAS VEGAS DRIVE IN LAS VEGAS, NEVADA.
 GR1963'
 GR1963'PREVIOUS DESCRIPTIONS OF LAS VEGAS N. BASE, 1947, 56.63 ARE
 GR1963'ADEQUATE FOR REACHING THE GENERAL LOCALE.  AFTER ARRIVING AT THE
 GR1963'STATIONS GENERAL LOCATION (DECATUR BLVD. AND LAS VEGAS DRIVE), THE
 GR1963'STATION IS 43.6 FEET S.W. OF THE WHITE HOUSE DESCRIBED ABOVE,
 GR1963'16.7 FEET N.W. OF A 14 INCH DIAMETER TREE AND 83.8 FEET N.E. OF A
 GR1963'WHITE, RED ROOFED BLDG. WITH A BROWN STRIPE THAT IS PRESENTLY
 GR1963'OCCUPIED BY THE U.S. FISH AND WILDLIFE SERVICE.
 GR1963'
 GR1963'LAS VEGAS N. BASE 2, 1963, R.M. NO. 2, 1947, AND R.M. NO. 3, 1947,
 GR1963'56 WERE RECOVERED IN GOOD CONDITION.  HOWEVER, LAS VEGAS N. BASE
 GR1963'2, 1963 AND R.M. NO. 3, 1947, 56 WILL BE DESTROYED IN THE GRADING
 GR1963'THAT IS NOW TAKING PLACE.  R.M. NO. 2, 1947, WILL BE COVERED BY SIX
 GR1963'TO TEN INCHES OF FILL, BUT WILL BE OTHERWISE UNDISTURBED.
 GR1963'
 GR1963'LAS VEGAS N. BASE 3, 1964, WAS RELOCATED BY CLOSING THE TRIANGLE
 GR1963'FORMED BY LAS VEGAS N. BASE 2, 1963, R.M. NO. 3, 1947, 56 AND
 GR1963'LAS VEGAS N. BASE 3, 1964.  EIGHT POSITIONS OF THE CIRCLE (WITH
 GR1963'A FIVE SECOND REJECTION LIMIT) WERE USED AND A TRIANGLE
 GR1963'CLOSURE OF 01.7 INCH WAS OBTAINED.  DISTANCES WERE MEASURED
 GR1963'FROM N. BASE 3 TO N. BASE 2 AND R.M. NO. 2 AND 3.  A 300 FOOT
 GR1963'NON-STANDARDIZED STEEL TAPE WAS USED FOR THE MEASUREMENTS.
 GR1963'
 GR1963'CUTS WERE TAKEN FROM N. BASE 3 TO LANDMARK TOWER (A PROMINENT,
 GR1963'ALTHOUGH UNFINISHED, HOTEL ON PARADISE RD. IN LAS VEGAS), TWO
 GR1963'SILVER WATER TANKS (THE ONLY ONES VISIBLE FROM THE STATION),
 GR1963'AND TO R.M. NO. 2, 1947.
 GR1963'
 GR1963'THE STATION IS MARKED WITH A STANDARD BRONZE DISK STAMPED LAS VEGAS
 GR1963'N. BASE 3, 1964, SET IN A CONCRETE MONUMENT 1 FOOT X 1 FOOT THAT
 GR1963'IS FLUSH WITH THE GROUND.  THERE IS A FAINT B STAMPED ON
 GR1963'THE DISK UNDER THE DATE.
 GR1963'
 GR1963'NO NEW REFERENCE MARKS WERE SET.
 GR1963
 GR1963                          STATION RECOVERY (1980)
 GR1963
 GR1963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 GR1963'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 3 AND 4 WERE
 GR1963'RECOVERED IN GOOD CONDITION.
 GR1963'
 GR1963'STATION OCCUPIED FOR ASTRO PURPOSES ONLY.
 GR1963'
 GR1963'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF LAS VEGAS, 3.5
 GR1963'MILES NORTHWEST OF THE UNION PACIFIC RAILROAD DEPOT, AT THE SOUTHEAST
 GR1963'CORNER OF THE INTERSECTION OF DECATUR BLVD. AND VEGAS DRIVE AND ON
 GR1963'THE PROPERTY OF THE U.S. FISH AND WILDLIFE SERVICE, DEPARTMENT OF
 GR1963'INTERIOR.
 GR1963'
 GR1963'TO REACH THE STATION FROM THE JUNCTION OF LAS VEGAS FREEWAY (U.S.
 GR1963'HIGHWAY 95) AND DECATUR BLVD. IN THE NORTHWEST PART OF LAS VEGAS, GO
 GR1963'NORTH ON DECATUR BLVD 1.0 MILE TO THE STATION ON THE RIGHT, ABOUT 250
 GR1963'FEET SOUTHEAST OF THE INTERSECTION OF DECATUR BLVD. AND VEGAS DRIVE,
 GR1963'IN A FENCED-IN AREA AND 84 FEET NORTHEAST OF THE U.S. FISH AND
 GR1963'WILDLIFE SERVICE OFFICE BUILDING.
 GR1963'
 GR1963'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 GR1963'STAMPED---LAS VEGAS N BASE 3 1964---SET INTO THE TOP OF A SQUARE
 GR1963'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE RECESSED 5 CM (2 INCHES)
 GR1963'BELOW THE GROUND LOCATED 24.45 METERS (83.5 FEET) NE FROM NORTHEAST
 GR1963'CORNER OF OFFICE BUILDING, 13.26 METERS (43.5 FEET) W FROM NORTHWEST
 GR1963'CORNER OF HOUSE, 5.18 METERS (17.0 FEET) NNW FROM CENTER OF ELM TREE
 GR1963'24 INCHES IN DIAMETER, AND 3.35 METERS (11.0 FEET) E FROM THE
 GR1963'EASTERN EDGE OF ASPHALT DRIVEWAY.
 GR1963'
 GR1963'REFERENCE MARK NO. 3 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 GR1963'NOS) DISK STAMPED---LAS VEGAS NB 3 NO 3 1964---CEMENTED IN A DRILL
 GR1963'HOLE IN THE SOUTHWEST CORNER OF A CONCRETE BASEMENT RETAINING WALL AT
 GR1963'SOUTHWEST CORNER OF A FRAME HOUSE AND FLUSH WITH THE SURFACE.
 GR1963'
 GR1963'REFERENCE MARK NO. 4 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 GR1963'NOS) DISK STAMPED---LAS VEGAS NB 3 NO 4 1964---CEMENTED IN A DRILL
 GR1963'HOLE IN THE NORTHEAST CORNER OF CONCRETE STEP AT THE EAST ENTRANCE TO
 GR1963'U.S. FISH AND WILDLIFE SERVICE OFFICE BUILDING, FLUSH WITH TOP STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1121 ***********************************************************************
 GR1121  DESIGNATION -  LAS VEGAS N BASE RM 1
 GR1121  PID         -  GR1121
 GR1121  STATE/COUNTY-  NV/CLARK
 GR1121  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1121
 GR1121                         *CURRENT SURVEY CONTROL
 GR1121  ___________________________________________________________________
 GR1121* NAD 83(1986)-  36 11 17.     (N)    115 12 18.     (W)     SCALED    
 GR1121* NAVD 88     -       671.47   (+/-2cm)    2203.0    (feet)  VERTCON   
 GR1121  ___________________________________________________________________
 GR1121  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GR1121
 GR1121  VERT ORDER  -  FIRST     CLASS I (See Below)
 GR1121
 GR1121.The horizontal coordinates were scaled from a topographic map and have
 GR1121.an estimated accuracy of +/- 6 seconds.
 GR1121
 GR1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1121.The vertical order pertains to the NGVD 29 superseded value.
 GR1121
 GR1121.The geoid height was determined by GEOID03.
 GR1121
 GR1121;                    North         East    Units  Estimated Accuracy
 GR1121;SPC NV E     - 8,159,600.      234,030.      MT  (+/- 180 meters Scaled)
 GR1121
 GR1121                          SUPERSEDED SURVEY CONTROL
 GR1121
 GR1121  NGVD 29 (??/??/92)  670.850  (m)         2200.95   (f) ADJ UNCH    1 1
 GR1121
 GR1121.Superseded values are not recommended for survey control.
 GR1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1121.See file dsdata.txt to determine how the superseded data were derived.
 GR1121
 GR1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA614063(NAD 83)
 GR1121_MARKER: DR = REFERENCE MARK DISK
 GR1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1121_STAMPING: LAS VEGAS N BASE NO 1 1947
 GR1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1121+STABILITY: SURFACE MOTION
 GR1121
 GR1121  HISTORY     - Date     Condition        Report By
 GR1121  HISTORY     - 1947     MONUMENTED       CGS
 GR1121  HISTORY     - 1963     GOOD             NGS
 GR1121  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR1121
 GR1121                          STATION DESCRIPTION
 GR1121
 GR1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1121'4.45 MI NW FROM LAS VEGAS.
 GR1121'3.3 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1121'RAILROAD STATION AT LAS VEGAS, THENCE 1.15 MILES WEST ALONG VEGAS
 GR1121'DRIVE, 20 FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 83.35 FEET
 GR1121'EAST-NORTHEAST OF THE STATION, 44 FEET EAST OF THE CENTER LINE OF A
 GR1121'GRAVELED DRIVEWAY LEADING SOUTH, 39 FEET NORTHEAST OF A FENCE CORNER,
 GR1121'30.3 FEET NORTH OF A FENCE, 4.1 FEET SOUTH OF THE SOUTH CURB OF THE
 GR1121'DRIVE, 2.0 FEET EAST OF TELEPHONE POLE 3796, ABOUT LEVEL WITH THE
 GR1121'DRIVE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 GR1121'THE GROUND.
 GR1121
 GR1121                          STATION RECOVERY (1996)
 GR1121
 GR1121'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1124 ***********************************************************************
 GR1124  DESIGNATION -  LAS VEGAS N BASE RM 3
 GR1124  PID         -  GR1124
 GR1124  STATE/COUNTY-  NV/CLARK
 GR1124  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1124
 GR1124                         *CURRENT SURVEY CONTROL
 GR1124  ___________________________________________________________________
 GR1124* NAD 83(1986)-  36 11 17.     (N)    115 12 22.     (W)     SCALED    
 GR1124* NAVD 88     -       671.94   (+/-2cm)    2204.5    (feet)  VERTCON   
 GR1124  ___________________________________________________________________
 GR1124  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GR1124
 GR1124  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1124
 GR1124.The horizontal coordinates were scaled from a topographic map and have
 GR1124.an estimated accuracy of +/- 6 seconds.
 GR1124
 GR1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1124.The vertical order pertains to the NGVD 29 superseded value.
 GR1124
 GR1124.The geoid height was determined by GEOID03.
 GR1124
 GR1124;                    North         East    Units  Estimated Accuracy
 GR1124;SPC NV E     - 8,159,600.      233,930.      MT  (+/- 180 meters Scaled)
 GR1124
 GR1124                          SUPERSEDED SURVEY CONTROL
 GR1124
 GR1124  NGVD 29 (??/??/92)  671.317  (m)         2202.48   (f) ADJ UNCH    1 2
 GR1124
 GR1124.Superseded values are not recommended for survey control.
 GR1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1124.See file dsdata.txt to determine how the superseded data were derived.
 GR1124
 GR1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA613062(NAD 83)
 GR1124_MARKER: DR = REFERENCE MARK DISK
 GR1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1124_STAMPING: LAS VEGAS N BASE 1947 1956
 GR1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1124+STABILITY: SURFACE MOTION
 GR1124
 GR1124  HISTORY     - Date     Condition        Report By
 GR1124  HISTORY     - 1956     MONUMENTED       CGS
 GR1124  HISTORY     - 1963     GOOD             NGS
 GR1124  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR1124
 GR1124                          STATION DESCRIPTION
 GR1124
 GR1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1124'4.45 MI NW FROM LAS VEGAS.
 GR1124'3.3 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1124'RAILROAD STATION AT LAS VEGAS, THENCE 1.15 MILES WEST ALONG VEGAS
 GR1124'DRIVE, 89.78 FEET WEST-SOUTHWEST OF THE STATION, 63 FEET SOUTH OF THE
 GR1124'CENTER LINE OF THE DRIVE, 60 FEET EAST OF THE CENTER LINE OF THE
 GR1124'BOULDEVARD, 47 FEET SOUTH-SOUTHWEST OF POWER LINE POLE 32019 WITH 2
 GR1124'TRANSFORMERS, 43 1/2 FEET EAST-SOUTHEAST OF A POST SUPPORTING STREET
 GR1124'NAMES AND STOP SIGN, ABOUT 1/2 FOOT LOWER THAN THE DRIVE, AND SET IN
 GR1124'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GR1124
 GR1124                          STATION RECOVERY (1996)
 GR1124
 GR1124'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1125 ***********************************************************************
 GR1125  DESIGNATION -  LAS VEGAS N BASE RM 2
 GR1125  PID         -  GR1125
 GR1125  STATE/COUNTY-  NV/CLARK
 GR1125  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1125
 GR1125                         *CURRENT SURVEY CONTROL
 GR1125  ___________________________________________________________________
 GR1125* NAD 83(1986)-  36 11 16.     (N)    115 12 21.     (W)     SCALED    
 GR1125* NAVD 88     -       672.01   (+/-2cm)    2204.8    (feet)  VERTCON   
 GR1125  ___________________________________________________________________
 GR1125  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GR1125
 GR1125  VERT ORDER  -  FIRST     CLASS I (See Below)
 GR1125
 GR1125.The horizontal coordinates were scaled from a topographic map and have
 GR1125.an estimated accuracy of +/- 6 seconds.
 GR1125
 GR1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1125.The vertical order pertains to the NGVD 29 superseded value.
 GR1125
 GR1125.The geoid height was determined by GEOID03.
 GR1125
 GR1125;                    North         East    Units  Estimated Accuracy
 GR1125;SPC NV E     - 8,159,570.      233,950.      MT  (+/- 180 meters Scaled)
 GR1125
 GR1125                          SUPERSEDED SURVEY CONTROL
 GR1125
 GR1125  NGVD 29 (??/??/92)  671.392  (m)         2202.73   (f) ADJ UNCH    1 1
 GR1125
 GR1125.Superseded values are not recommended for survey control.
 GR1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1125.See file dsdata.txt to determine how the superseded data were derived.
 GR1125
 GR1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA613062(NAD 83)
 GR1125_MARKER: DR = REFERENCE MARK DISK
 GR1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1125_STAMPING: LAS VEGAS N BASE NO 2 1947
 GR1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1125+STABILITY: SURFACE MOTION
 GR1125
 GR1125  HISTORY     - Date     Condition        Report By
 GR1125  HISTORY     - 1947     MONUMENTED       CGS
 GR1125  HISTORY     - 1963     GOOD             NGS
 GR1125
 GR1125                          STATION DESCRIPTION
 GR1125
 GR1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1125'4.45 MI NW FROM LAS VEGAS.
 GR1125'3.3 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1125'RAILROAD STATION AT LAS VEGAS, THENCE 1.15 MILES WEST ALONG VEGAS
 GR1125'DRIVE, 237 FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 80 FEET EAST OF
 GR1125'THE CENTER LINE OF DECATUR BOULEVARD, 199.85 FEET SOUTH-SOUTHWEST OF
 GR1125'THE STATION, 174.35 FEET SOUTH-SOUTHEAST OF R.M.3 24.9 FEET
 GR1125'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, 3.0 FEET WEST OF
 GR1125'POWER LINE POLE 29182, ABOUT LEVEL WITH THE BOULEVARD, AND SET IN THE
 GR1125'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1929 ***********************************************************************
 GR1929  DESIGNATION -  LAS VEGAS RAD TWR 206 LQ RANGE
 GR1929  PID         -  GR1929
 GR1929  STATE/COUNTY-  NV/CLARK
 GR1929  USGS QUAD   -  LAS VEGAS NE (1984)
 GR1929
 GR1929                         *CURRENT SURVEY CONTROL
 GR1929  ___________________________________________________________________
 GR1929* NAD 83(1994)-  36 12 58.72978(N)    115 03 55.75736(W)     ADJUSTED  
 GR1929* NAVD 88     -                                                        
 GR1929  ___________________________________________________________________
 GR1929  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 GR1929  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 GR1929
 GR1929  HORZ ORDER  -  THIRD
 GR1929
 GR1929.The horizontal coordinates were established by classical geodetic methods
 GR1929.and adjusted by the National Geodetic Survey in June 1998..
 GR1929
 GR1929
 GR1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1929
 GR1929.The geoid height was determined by GEOID03.
 GR1929
 GR1929;                    North         East     Units Scale Factor Converg.
 GR1929;SPC NV E     - 8,162,794.786   246,558.525   MT  0.99992670   +0 18 21.5
 GR1929;SPC NV E     -26,780,769.23    808,917.43   sFT  0.99992670   +0 18 21.5
 GR1929;UTM  11      - 4,009,676.034   673,885.624   MT  0.99997256   +1 08 35.8
 GR1929
 GR1929                          SUPERSEDED SURVEY CONTROL
 GR1929
 GR1929  NAD 83(1994)-  36 12 58.73086(N)    115 03 55.76061(W) AD(       ) 4
 GR1929  NAD 83(1992)-  36 12 58.73128(N)    115 03 55.76146(W) AD(       ) 4
 GR1929  NAD 83(1992)-  36 12 58.73028(N)    115 03 55.76182(W) AD(       ) 4
 GR1929  NAD 83(1986)-  36 12 58.72038(N)    115 03 55.74337(W) AD(       ) 4
 GR1929  NAD 27      -  36 12 58.82500(N)    115 03 52.74100(W) AD(       ) 3
 GR1929
 GR1929.Superseded values are not recommended for survey control.
 GR1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1929.See file dsdata.txt to determine how the superseded data were derived.
 GR1929
 GR1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA7388609676(NAD 83)
 GR1929
 GR1929  HISTORY     - Date     Condition        Report By
 GR1929  HISTORY     - 1947     MONUMENTED       CGS
 GR1929  HISTORY     - 1950     SEE DESCRIPTION  CGS
 GR1929  HISTORY     - 1956     SEE DESCRIPTION  CGS
 GR1929  HISTORY     - 1990     GOOD             USPSQD
 GR1929
 GR1929                          STATION DESCRIPTION
 GR1929
 GR1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 GR1929'THE STATION IS LOCATED 5-1/2 MILES NORTHEAST OF THE UNION
 GR1929'PACIFIC DEPOT IN LAS VEGAS, ABOUT 2-1/2 MILES SOUTH-SOUTH WEST
 GR1929'OF THE CENTER OF THE LAS VEGAS ARMY AIRBASE, AND 2 MILES
 GR1929'SOUTHWEST OF STATION LVAAF.
 GR1929'
 GR1929'THE STATION IS THE CENTER ONE OF FIVE TOWERS AND IS A FOUR
 GR1929'SIDED STRUCTURE WHICH IS APPROXIMATELY 125 FEET HIGH, IS 8
 GR1929'FEET SQUARE AT THE BASE AND TAPERS TO 2 SQUARE FEET AT THE
 GR1929'TOP.  IT IS PAINTED ALTERNATELY RED AND WHITE.  THIS TOWER
 GR1929'CAN BE DESTINGUISHED FROM THE OTHER IN THAT THE OTHERS ARE
 GR1929'SPOTTED IN A SQUARE AROUND IT AND IT HAS NO RED WARNING LIGHT
 GR1929'ON TOP AS THE OTHERS.  THE STATION IS ON THE SOUTH SIDE OF
 GR1929'A SMALL BRICK BUILDING WHICH IS CENTRALLY LOCATED BETWEEN
 GR1929'THE TOWERS.
 GR1929'
 GR1929'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD DEPOT
 GR1929'IN LAS VEGAS GO NORTHEAST ON MAIN STREET (U.S. HIGHWAY NO. 91
 GR1929'AND NO. 93) FOR 4.4 MILES.  TURN RIGHT ONTO A GRAVELED ROAD
 GR1929'AND GO 1.45 MILES TO CROSSROADS.  TURN RIGHT AND GO 0.05
 GR1929'MILE TO THE STATION.
 GR1929
 GR1929                          STATION RECOVERY (1950)
 GR1929
 GR1929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HJB)
 GR1929'RECOVERED - DESCRIPTION ADEQUATE.
 GR1929
 GR1929                          STATION RECOVERY (1956)
 GR1929
 GR1929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 GR1929'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GR1929
 GR1929                          STATION RECOVERY (1990)
 GR1929
 GR1929'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1951 ***********************************************************************
 GR1951  DESIGNATION -  LAS VEGAS TV STATION KLAS MAST
 GR1951  PID         -  GR1951
 GR1951  STATE/COUNTY-  NV/CLARK
 GR1951  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1951
 GR1951                         *CURRENT SURVEY CONTROL
 GR1951  ___________________________________________________________________
 GR1951* NAD 83(1994)-  36 07 51.15747(N)    115 09 47.46492(W)     ADJUSTED  
 GR1951* NAVD 88     -                                                        
 GR1951  ___________________________________________________________________
 GR1951  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 GR1951  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GR1951
 GR1951  HORZ ORDER  -  THIRD
 GR1951
 GR1951.The horizontal coordinates were established by classical geodetic methods
 GR1951.and adjusted by the National Geodetic Survey in June 1998..
 GR1951
 GR1951
 GR1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1951
 GR1951.The geoid height was determined by GEOID03.
 GR1951
 GR1951;                    North         East     Units Scale Factor Converg.
 GR1951;SPC NV E     - 8,153,272.922   237,815.781   MT  0.99991761   +0 14 51.8
 GR1951;SPC NV E     -26,749,529.58    780,233.94   sFT  0.99991761   +0 14 51.8
 GR1951;UTM  11      - 4,000,027.246   665,282.531   MT  0.99993661   +1 04 59.8
 GR1951
 GR1951                          SUPERSEDED SURVEY CONTROL
 GR1951
 GR1951  NAD 83(1994)-  36 07 51.15760(N)    115 09 47.46931(W) AD(       ) 4
 GR1951  NAD 83(1992)-  36 07 51.15766(N)    115 09 47.46996(W) AD(       ) 4
 GR1951  NAD 83(1992)-  36 07 51.15635(N)    115 09 47.46982(W) AD(       ) 4
 GR1951  NAD 83(1986)-  36 07 51.15096(N)    115 09 47.45282(W) AD(       ) 4
 GR1951  NAD 27      -  36 07 51.25800(N)    115 09 44.45700(W) AD(       ) 3
 GR1951
 GR1951.Superseded values are not recommended for survey control.
 GR1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1951.See file dsdata.txt to determine how the superseded data were derived.
 GR1951
 GR1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6528300027(NAD 83)
 GR1951_MARKER: 42 = RADIO/TV MAST
 GR1951
 GR1951  HISTORY     - Date     Condition        Report By
 GR1951  HISTORY     - 1957     FIRST OBSERVED   CGS
 GR1951  HISTORY     - 1959     GOOD             CGS
 GR1951  HISTORY     - 1975     GOOD             NGS
 GR1951  HISTORY     - 1990     GOOD             USPSQD
 GR1951  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1951
 GR1951                          STATION DESCRIPTION
 GR1951
 GR1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR1951'LOCATED ABOUT 3 MILES SOUTHWEST OF DOWNTOWN LAS VEGAS, 3-1/2
 GR1951'MILES NORTH OF MC CARREN FIELD, AND ABOUT 1/4 MILE EAST OF U.S.
 GR1951'HIGHWAY 91.  IT IS A 3 LEGGED STEEL STRUCTURE PAINTED RED AND WHITE
 GR1951'AND HAS A FLASHING RED BEACON LIGHT ON TOP.  IT IS 238 FEET IN
 GR1951'HEIGHT.  THE POINT OF INTERSECTION IS THE TOP AND CENTER OF THE
 GR1951'BEACON LIGHT.  TO REACH FROM THE JUNCTION OF BOND ROAD AND U.S.
 GR1951'HIGHWAY 91 AT THE TROPICANA HOTEL, GO NORTH ON U.S. HIGHWAY 91
 GR1951'FOR 2.15 MILES TO DESERT INN ROAD, TURN RIGHT (EAST) AD GO
 GR1951'0.05 MILES TO A FORK, TAKE LEFT FORK AND GO 0.05 MILES TO
 GR1951'MAST.
 GR1951
 GR1951                          STATION RECOVERY (1959)
 GR1951
 GR1951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GR1951'STATION RECOVERED IN GOOD CONDITION.
 GR1951
 GR1951                          STATION RECOVERY (1975)
 GR1951
 GR1951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HBA)
 GR1951'STATION RECOVERED AS DESCRIBED.
 GR1951'
 GR1951'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SW OF
 GR1951'DOWNTOWN LAS VEGAS.
 GR1951
 GR1951                          STATION RECOVERY (1990)
 GR1951
 GR1951'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1951'RECOVERED IN GOOD CONDITION.
 GR1951
 GR1951                          STATION RECOVERY (1996)
 GR1951
 GR1951'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1946 ***********************************************************************
 GR1946  DESIGNATION -  LAS VEGAS UPRR SHOPS CONC STK
 GR1946  PID         -  GR1946
 GR1946  STATE/COUNTY-  NV/CLARK
 GR1946  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1946
 GR1946                         *CURRENT SURVEY CONTROL
 GR1946  ___________________________________________________________________
 GR1946* NAD 83(1994)-  36 10 12.56722(N)    115 09 04.25949(W)     ADJUSTED  
 GR1946* NAVD 88     -                                                        
 GR1946  ___________________________________________________________________
 GR1946  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 GR1946  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GR1946
 GR1946  HORZ ORDER  -  THIRD
 GR1946
 GR1946.The horizontal coordinates were established by classical geodetic methods
 GR1946.and adjusted by the National Geodetic Survey in June 1998..
 GR1946
 GR1946
 GR1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1946
 GR1946.The geoid height was determined by GEOID03.
 GR1946
 GR1946;                    North         East     Units Scale Factor Converg.
 GR1946;SPC NV E     - 8,157,635.895   238,876.599   MT  0.99991862   +0 15 18.2
 GR1946;SPC NV E     -26,763,843.77    783,714.31   sFT  0.99991862   +0 15 18.2
 GR1946;UTM  11      - 4,004,405.321   666,279.604   MT  0.99994068   +1 05 29.0
 GR1946
 GR1946                          SUPERSEDED SURVEY CONTROL
 GR1946
 GR1946  NAD 83(1994)-  36 10 12.56779(N)    115 09 04.26361(W) AD(       ) 4
 GR1946  NAD 83(1992)-  36 10 12.56790(N)    115 09 04.26459(W) AD(       ) 4
 GR1946  NAD 83(1992)-  36 10 12.56662(N)    115 09 04.26465(W) AD(       ) 4
 GR1946  NAD 83(1986)-  36 10 12.55998(N)    115 09 04.24655(W) AD(       ) 4
 GR1946  NAD 27      -  36 10 12.66900(N)    115 09 01.24200(W) AD(       ) 3
 GR1946
 GR1946.Superseded values are not recommended for survey control.
 GR1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1946.See file dsdata.txt to determine how the superseded data were derived.
 GR1946
 GR1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6628004405(NAD 83)
 GR1946
 GR1946  HISTORY     - Date     Condition        Report By
 GR1946  HISTORY     - 1947     MONUMENTED       CGS
 GR1946
 GR1946                          STATION DESCRIPTION
 GR1946
 GR1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 GR1946'THE STATION IS LOCATED IN LAS VEGAS, 3/10 MILE WEST OF THE
 GR1946'UNION PACIFIC RAILROAD DEPOT AND ABOUT 6/10 MILE NORTHWEST OF
 GR1946'THE CENTER OF THE BUSINESS DISTRICT.
 GR1946'
 GR1946'THE STATION IS A CONCRETE STACK WHICH IS 126 FEET HIGH, IS
 GR1946'12 FEET IN DIAMETER AT THE BASE AND 6 FEET IN DIAMETER AT THE TOP.
 GR1946'IT IS AT THE NORTHWEST CORNER OF THE POWER PLANT AT THE
 GR1946'RAILROAD SHOPS, AND 50 FEET WEST OF A BLACK METAL STACK OF
 GR1946'APPROXIMATELY THE SAME HEIGHT.
 GR1946'
 GR1946'TO REACH THE STATION FROM THE UNION PACIFIC DEPOT GO NORTHEAST
 GR1946'ON MAIN STREET 0.1 MILE.  TURN LEFT, CROSS RAILROAD TRACKS,
 GR1946'AND THENCE TURN LEFT AGAIN.  FOLLOW THE MAIN-TRAVELED-ROAD
 GR1946'WESTERLY 0.35 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1826 ***********************************************************************
 AJ1826  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ1826  DESIGNATION -  LAS VEGAS VALLEY CORS ARP
 AJ1826  CORS_ID     -  LVWD
 AJ1826  PID         -  AJ1826
 AJ1826  STATE/COUNTY-  NV/CLARK
 AJ1826  USGS QUAD   -  LAS VEGAS NW (1983)
 AJ1826
 AJ1826                         *CURRENT SURVEY CONTROL
 AJ1826  ___________________________________________________________________
 AJ1826* NAD 83(CORS)-  36 09 34.02656(N)    115 11 28.79700(W)     ADJUSTED  
 AJ1826* NAVD 88     -                                                        
 AJ1826  ___________________________________________________________________
 AJ1826  EPOCH DATE  -        2002.00
 AJ1826  X           -  -2,194,650.503 (meters)                     COMP
 AJ1826  Y           -  -4,665,701.645 (meters)                     COMP
 AJ1826  Z           -   3,742,864.141 (meters)                     COMP
 AJ1826  ELLIP HEIGHT-         632.40  (meters)          (03/??/02) GPS OBS
 AJ1826  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AJ1826
 AJ1826  HORZ ORDER  -  SPECIAL (CORS)
 AJ1826  ELLP ORDER  -  SPECIAL (CORS)
 AJ1826
 AJ1826.ITRF positions are available for this station.
 AJ1826.The coordinates were established by GPS observations
 AJ1826.and adjusted by the National Geodetic Survey in March 2002..
 AJ1826.The coordinates are valid at the epoch date displayed above.
 AJ1826.The epoch date for horizontal control is a decimal equivalence
 AJ1826.of Year/Month/Day.
 AJ1826
 AJ1826
 AJ1826.The PID for the CORS L1 Phase Center is DF9316.
 AJ1826
 AJ1826.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ1826
 AJ1826.The ellipsoidal height was determined by GPS observations
 AJ1826.and is referenced to NAD 83.
 AJ1826
 AJ1826.The geoid height was determined by GEOID03.
 AJ1826
 AJ1826;                    North         East     Units Scale Factor Converg.
 AJ1826;SPC NV E     - 8,156,432.743   235,269.511   MT  0.99991532   +0 13 52.7
 AJ1826;SPC NV E     -26,759,896.42    771,880.05   sFT  0.99991532   +0 13 52.7
 AJ1826
 AJ1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1826!SPC NV E     -   0.99990076  x   0.99991532  =   0.99981609
 AJ1826
 AJ1826                          SUPERSEDED SURVEY CONTROL
 AJ1826
 AJ1826  NAD 83(CORS)-  36 09 34.02655(N)    115 11 28.79699(W) AD(1997.00) c
 AJ1826  ELLIP H (03/??/01)  632.40   (m)                       GP(1997.00) c c
 AJ1826
 AJ1826.Superseded values are not recommended for survey control.
 AJ1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1826.See file dsdata.txt to determine how the superseded data were derived.
 AJ1826
 AJ1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6269003150(NAD 83)
 AJ1826_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ1826
 AJ1826                          STATION DESCRIPTION
 AJ1826
 AJ1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ1826'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ1826'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ1826'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ1826'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ1826'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9316 ***********************************************************************
 DF9316  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9316  DESIGNATION -  LAS VEGAS VALLEY CORS L1 PHASE CENTER
 DF9316  CORS_ID     -  LVWD
 DF9316  PID         -  DF9316
 DF9316  STATE/COUNTY-  NV/CLARK
 DF9316  USGS QUAD   -  LAS VEGAS NW (1983)
 DF9316
 DF9316                         *CURRENT SURVEY CONTROL
 DF9316  ___________________________________________________________________
 DF9316* NAD 83(CORS)-  36 09 34.02657(N)    115 11 28.79698(W)     ADJUSTED  
 DF9316* NAVD 88     -                                                        
 DF9316  ___________________________________________________________________
 DF9316  EPOCH DATE  -        2002.00
 DF9316  X           -  -2,194,650.527 (meters)                     COMP
 DF9316  Y           -  -4,665,701.696 (meters)                     COMP
 DF9316  Z           -   3,742,864.183 (meters)                     COMP
 DF9316  ELLIP HEIGHT-         632.47  (meters)          (03/??/02) GPS OBS
 DF9316  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DF9316
 DF9316  HORZ ORDER  -  SPECIAL (CORS)
 DF9316  ELLP ORDER  -  SPECIAL (CORS)
 DF9316
 DF9316.ITRF positions are available for this station.
 DF9316.The coordinates were established by GPS observations
 DF9316.and adjusted by the National Geodetic Survey in March 2002..
 DF9316.The coordinates are valid at the epoch date displayed above.
 DF9316.The epoch date for horizontal control is a decimal equivalence
 DF9316.of Year/Month/Day.
 DF9316
 DF9316
 DF9316.The PID for the CORS ARP is AJ1826.
 DF9316
 DF9316.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9316
 DF9316.The ellipsoidal height was determined by GPS observations
 DF9316.and is referenced to NAD 83.
 DF9316
 DF9316.The geoid height was determined by GEOID03.
 DF9316
 DF9316;                    North         East     Units Scale Factor Converg.
 DF9316;SPC NV E     - 8,156,432.743   235,269.511   MT  0.99991532   +0 13 52.7
 DF9316;SPC NV E     -26,759,896.42    771,880.05   sFT  0.99991532   +0 13 52.7
 DF9316
 DF9316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9316!SPC NV E     -   0.99990075  x   0.99991532  =   0.99981607
 DF9316
 DF9316                          SUPERSEDED SURVEY CONTROL
 DF9316
 DF9316  NAD 83(CORS)-  36 09 34.02656(N)    115 11 28.79697(W) AD(1997.00) c
 DF9316  ELLIP H (03/??/01)  632.47   (m)                       GP(1997.00) c c
 DF9316
 DF9316.Superseded values are not recommended for survey control.
 DF9316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9316.See file dsdata.txt to determine how the superseded data were derived.
 DF9316
 DF9316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6269003150(NAD 83)
 DF9316_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF9316
 DF9316                          STATION DESCRIPTION
 DF9316
 DF9316'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF9316'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF9316'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF9316'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF9316'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF9316'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0622 ***********************************************************************
 JQ0622  DESIGNATION -  LAST
 JQ0622  PID         -  JQ0622
 JQ0622  STATE/COUNTY-  NV/NYE
 JQ0622  USGS QUAD   -  GRANTSVILLE (1988)
 JQ0622
 JQ0622                         *CURRENT SURVEY CONTROL
 JQ0622  ___________________________________________________________________
 JQ0622* NAD 83(1994)-  38 45 30.30966(N)    117 32 58.54436(W)     ADJUSTED  
 JQ0622* NAVD 88     -      2869.2    (meters)    9413.     (feet)  VERTCON   
 JQ0622  ___________________________________________________________________
 JQ0622  LAPLACE CORR-           7.57  (seconds)                    DEFLEC99
 JQ0622  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 JQ0622
 JQ0622  HORZ ORDER  -  THIRD
 JQ0622
 JQ0622.The horizontal coordinates were established by classical geodetic methods
 JQ0622.and adjusted by the National Geodetic Survey in June 1998..
 JQ0622
 JQ0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0622
 JQ0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0622
 JQ0622.The geoid height was determined by GEOID03.
 JQ0622
 JQ0622;                    North         East     Units Scale Factor Converg.
 JQ0622;SPC NV C     - 6,445,152.706   423,262.642   MT  0.99997249   -0 33 10.0
 JQ0622;SPC NV C     -21,145,471.84  1,388,654.18   sFT  0.99997249   -0 33 10.0
 JQ0622;UTM  11      - 4,290,112.056   452,247.982   MT  0.99962808   -0 20 38.7
 JQ0622
 JQ0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0622!SPC NV C     -   0.99955363  x   0.99997249  =   0.99952613
 JQ0622!UTM  11      -   0.99955363  x   0.99962808  =   0.99918187
 JQ0622
 JQ0622                          SUPERSEDED SURVEY CONTROL
 JQ0622
 JQ0622  NAD 83(1992)-  38 45 30.31764(N)    117 32 58.54628(W) AD(       ) 3
 JQ0622  NAD 83(1986)-  38 45 30.31678(N)    117 32 58.54548(W) AD(       ) 3
 JQ0622  NGVD 29 (03/27/92) 2867.7    (m)         9408.     (f) VERT ANG       
 JQ0622
 JQ0622.Superseded values are not recommended for survey control.
 JQ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0622.See file dsdata.txt to determine how the superseded data were derived.
 JQ0622
 JQ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC5224890112(NAD 83)
 JQ0622_MARKER: DS = TRIANGULATION STATION DISK
 JQ0622_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0622_SP_SET: SET IN ROCK OUTCROP
 JQ0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0622+STABILITY: POSITION/ELEVATION WELL
 JQ0622
 JQ0622  HISTORY     - Date     Condition        Report By
 JQ0622  HISTORY     - 1946     MONUMENTED       USGS
 JQ0622
 JQ0622                          STATION DESCRIPTION
 JQ0622
 JQ0622'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 JQ0622'LOCATED ABOUT 6 MI. S. OF GRANTSVILLE, ON HIGHEST POINT OF SOUTHERN
 JQ0622'PORTION OF SHOSHONE MOUNTAINS, ON FLAT-TOPPED PEAK.
 JQ0622'
 JQ0622'TO REACH FROM REESE RIVER POST OFFICE (RANGER STATION), FOLLOW RD.
 JQ0622'UP REESE RIVER VALLEY AND ON TO INDIAN VALLEY FOR 16.2 MI. TO FS
 JQ0622'RD. MAINTENANCE BUILDINGS, CONTINUE ON FOR 2.1 MI. TO DIM RD. WHICH
 JQ0622'TURNS OFF TO RIGHT, FOLLOW THIS RD. FOR 0.5 MI. TO END AT MOUTH OF
 JQ0622'CANYON, LEAVE TRUCK AND FOLLOW UP CANYON ABOUT 1 MI. TO POINT WHERE
 JQ0622'CANYON FORKS, THENCE FOLLOW UP RIDGE TO RIGHT TO TOP AND STATION.
 JQ0622'A 1-1/2 HOUR PACK.
 JQ0622'
 JQ0622'STATION REACHED BY HELICOPTER IN 1963.
 JQ0622'
 JQ0622'STATION MARK--STANDARD TABLET STAMPE---LAST CHANCE 1946---, CEMENTED
 JQ0622'IN SOLID ROCK.
 JQ0622'
 JQ0622'RM NO. 1--STANDARD REFERENCE MARK TABLET CEMENTED IN SOLID ROCK.
 JQ0622'
 JQ0622'RM NO. 2--STANDARD REFERENCE MARK TABLET CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0091 ***********************************************************************
 GS0091  DESIGNATION -  LATHROP
 GS0091  PID         -  GS0091
 GS0091  STATE/COUNTY-  NV/NYE
 GS0091  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0091
 GS0091                         *CURRENT SURVEY CONTROL
 GS0091  ___________________________________________________________________
 GS0091* NAD 83(1999)-  36 38 30.68540(N)    116 24 10.20240(W)     ADJUSTED  
 GS0091* NAVD 88     -       808.831  (meters)    2653.64   (feet)  ADJUSTED  
 GS0091  ___________________________________________________________________
 GS0091  EPOCH DATE  -        1999.37
 GS0091  X           -  -2,278,732.966 (meters)                     COMP
 GS0091  Y           -  -4,589,907.734 (meters)                     COMP
 GS0091  Z           -   3,786,043.100 (meters)                     COMP
 GS0091  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 GS0091  ELLIP HEIGHT-         780.79  (meters)          (01/14/04) GPS OBS
 GS0091  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GS0091  DYNAMIC HT  -         808.005 (meters)    2650.93  (feet)  COMP
 GS0091  MODELED GRAV-     979,584.1   (mgal)                       NAVD 88
 GS0091
 GS0091  HORZ ORDER  -  B
 GS0091  VERT ORDER  -  FIRST     CLASS II
 GS0091  ELLP ORDER  -  THIRD     CLASS II
 GS0091
 GS0091.The horizontal coordinates were established by GPS observations
 GS0091.and adjusted by the National Geodetic Survey in January 2004..
 GS0091.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 GS0091.DATUM ITEM on the data sheet items page.
 GS0091.The horizontal coordinates are valid at the epoch date displayed above.
 GS0091.The epoch date for horizontal control is a decimal equivalence
 GS0091.of Year/Month/Day.
 GS0091
 GS0091.The orthometric height was determined by differential leveling
 GS0091.and adjusted by the National Geodetic Survey in June 1991..
 GS0091
 GS0091.Photographs are available for this station.
 GS0091
 GS0091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GS0091
 GS0091.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0091
 GS0091.The ellipsoidal height was determined by GPS observations
 GS0091.and is referenced to NAD 83.
 GS0091
 GS0091.The geoid height was determined by GEOID03.
 GS0091
 GS0091.The dynamic height is computed by dividing the NAVD 88
 GS0091.geopotential number by the normal gravity value computed on the
 GS0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0091.degrees latitude (g = 980.6199 gals.).
 GS0091
 GS0091.The modeled gravity was interpolated from observed gravity values.
 GS0091
 GS0091;                    North         East     Units Scale Factor Converg.
 GS0091;SPC NV C     - 6,209,919.412   523,591.535   MT  0.99990685   +0 09 26.9
 GS0091;SPC NV C     -20,373,710.60  1,717,816.56   sFT  0.99990685   +0 09 26.9
 GS0091;UTM  11      - 4,055,309.638   553,381.923   MT  0.99963511   +0 21 23.1
 GS0091
 GS0091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0091!SPC NV C     -   0.99987748  x   0.99990685  =   0.99978434
 GS0091!UTM  11      -   0.99987748  x   0.99963511  =   0.99951263
 GS0091
 GS0091|---------------------------------------------------------------------|
 GS0091| PID    Reference Object                     Distance      Geod. Az  |
 GS0091|                                                           dddmmss.s |
 GS0091| GS0092 LATHROP RM 1                         12.809 METERS 18321     |
 GS0091| GS0089 LATHROP AZ MK                                      2971702.6 |
 GS0091| GS0090 LATHROP RM 2                         13.497 METERS 29942     |
 GS0091|---------------------------------------------------------------------|
 GS0091
 GS0091                          SUPERSEDED SURVEY CONTROL
 GS0091
 GS0091  NAD 83(1994)-  36 38 30.68359(N)    116 24 10.19718(W) AD(       ) 2
 GS0091  NAD 83(1992)-  36 38 30.67307(N)    116 24 10.19824(W) AD(1991.35) 2
 GS0091  NAD 83(1992)-  36 38 30.67645(N)    116 24 10.19663(W) AD(       ) 2
 GS0091  NAD 83(1986)-  36 38 30.67248(N)    116 24 10.20144(W) AD(       ) 2
 GS0091  NAD 27      -  36 38 30.83600(N)    116 24 07.02800(W) AD(       ) 2
 GS0091  NAVD 88 (01/14/04)  808.83   (m)         2653.6    (f) LEVELING    3  
 GS0091  NGVD 29 (05/01/91)  808.020  (m)         2650.98   (f) ADJUSTED    1 2
 GS0091
 GS0091.Superseded values are not recommended for survey control.
 GS0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0091.See file dsdata.txt to determine how the superseded data were derived.
 GS0091
 GS0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA5338255310(NAD 83)
 GS0091_MARKER: DS = TRIANGULATION STATION DISK
 GS0091_SETTING: 66 = SET IN ROCK OUTCROP
 GS0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0091_STAMPING: LATHROP 1949
 GS0091_MARK LOGO: CGS   
 GS0091_PROJECTION: PROJECTING 20 CENTIMETERS
 GS0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0091+STABILITY: POSITION/ELEVATION WELL
 GS0091
 GS0091  HISTORY     - Date     Condition        Report By
 GS0091  HISTORY     - 1949     MONUMENTED       CGS
 GS0091  HISTORY     - 1952     SEE DESCRIPTION  CGS
 GS0091  HISTORY     - 1952     GOOD             NGS
 GS0091  HISTORY     - 1959     GOOD             USGS
 GS0091  HISTORY     - 1968     SEE DESCRIPTION  CGS
 GS0091  HISTORY     - 1969     SEE DESCRIPTION  CGS
 GS0091  HISTORY     - 1982     GOOD             NGS
 GS0091
 GS0091                          STATION DESCRIPTION
 GS0091
 GS0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0091'THE STATION IS LOCATED NEAR THE INNER ANGLE OF THE INTERSECTION
 GS0091'OF THE RUNWAYS OF THE AIRFIELD AT LATHROP WELLS, ABOUT 30
 GS0091'MILES SOUTHEAST OF BEATTY, 0.2 MILE WEST OF THE FILLING STATION
 GS0091'IN LATHROP WELLS AND 0.1 MILE WEST OF THE Y-INTERSECTION OF
 GS0091'U.S. HIGHWAY NO. 95 AND STATE HIGHWAY NO. 29.  THE MARK IS 74
 GS0091'FEET WEST OF THE INSIDE ANGLE OF THE INTERSECTION OF THE RUNWAYS,
 GS0091'28-1/2 FEET NORTHWEST OF THE WINDSOCK, AND IS STAMPED
 GS0091'LATHROP 1949.
 GS0091'
 GS0091'REFERENCE MARK NO. 1 IS 74 FEET NORTHWEST OF THE NORTH EDGE OF
 GS0091'THE EAST-WEST RUNWAY, 35-1/2 FEET WEST OF THE WINDSOCK AND IS
 GS0091'STAMPED LATHROP NO 1 1949.
 GS0091'
 GS0091'REFERENCE MARK NO. 2 IS 33 FEET WEST OF THE WEST EDGE OF THE
 GS0091'NORTH-SOUTH RUNWAY AND IS STAMPED LATHROP NO 2 1949.
 GS0091'
 GS0091'THE AZIMUTH MARK IS SET FLUSH IN AN ABUTMENT ON THE WEST SIDE
 GS0091'OF U.S. HIGHWAY NO. 95, ABOUT 1 MILE NORTHWEST OF THE HIGHWAY
 GS0091'JUNCTION AT LATHROP.  IT IS 17.4 FEET SOUTHWEST OF THE CENTERLINE
 GS0091'OF HIGHWAY 95, 6 FEET SOUTH OF A STATE HIGHWAY WITNESS POST, 1
 GS0091'FOOT LOWER THAN THE HIGHWAY AND 6 INCHES FROM THE SOUTHEAST END OF
 GS0091'THE ABUTMENT.  IT IS A STANDARD DISK STAMPED LATHROP 1949.
 GS0091'
 GS0091'TO REACH THE STATION FROM THE POST OFFICE IN BEATTY, GO
 GS0091'SOUTHEASTERLY ON U.S. HIGHWAY NO. 95 FOR 30 MILES TO THE JUNCTION
 GS0091'OF HIGHWAY 95 WITH HIGHWAY 29, HERE GO SOUTHWEST ON HIGHWAY
 GS0091'29 FOR 0.1 MILE TO A BLADED ROAD, RIGHT, LEADING TO THE AIRFIELD.
 GS0091'TAKE BLADED ROAD FOR 0.1 MILE, CROSS AIRSTRIP, TO STATION SITE
 GS0091'NEAR THE WINDSOCK.
 GS0091
 GS0091                          STATION RECOVERY (1952)
 GS0091
 GS0091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 GS0091'0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE EAST FORK
 GS0091'OF ITS Y JUNCTION WITH U.S. HIGHWAY 95 AT LATHROP WELLS, THENCE
 GS0091'0.1 MILE WEST ACROSS COUNTRY, AT THE NORTHEAST CORNER OF AN
 GS0091'ABANDONED AIRPORT, 101 FEET SOUTH OF THE CENTER LINE OF AN
 GS0091'EAST AND WEST RUNWAY, 136 FEET WEST OF THE CENTER LINE OF A
 GS0091'NORTH AND SOUTH RUNWAY, 3.3 FEET SOUTHEAST OF A WITNESS POST,
 GS0091'A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 GS0091'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED LATHROP
 GS0091'1949.
 GS0091'
 GS0091'LATHROP R.M. 1 IS AT THE NORTHEAST CORNER OF AN ABANDONED
 GS0091'AIRPORT, 136 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 GS0091'RUNWAY, 42.0 FEET SOUTH OF TRIANGULATION STATION LATHROP 1949,
 GS0091'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 GS0091'PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED LATHROP NO 1 1949.
 GS0091'
 GS0091'LATHROP R.M. 2 IS AT THE NORTHEAST CORNER OF AN ABANDONED
 GS0091'AIRPORT, 92 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 GS0091'RUNWAY, 44.3 FEET NORTHWEST OF TRIANGULATION STATION LATHROP 1949,
 GS0091'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 GS0091'PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED LATHROP NO 2 1949.
 GS0091'
 GS0091'LATHROP 1949 AZIMUTH IS 1.2 MILES WEST ALONG U.S. HIGHWAY
 GS0091'95 FROM THE EAST FORK OF ITS Y JUNCTION WITH STATE HIGHWAY
 GS0091'29 AT LATHROP WELLS, 18 FEET SOUTH OF THE CENTER LINE OF THE
 GS0091'HIGHWAY, AN AZIMUTH MARK DISK SET IN THE TOP OF THE EAST END
 GS0091'OF THE SOUTH HEADWALL OF A 16 INCH PIPE CULVERT, STAMPED
 GS0091'LATHROP 1949.
 GS0091
 GS0091                          STATION RECOVERY (1952)
 GS0091
 GS0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GS0091'0.4 MI SW FROM LATHROP WELLS.
 GS0091'0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE EAST FORK OF
 GS0091'ITS Y JUNCTION WITH U.S. HIGHWAY 95 AT LATHROP WELLS, THENCE
 GS0091'0.1 MILE WEST ACROSS COUNTRY, AT THE NORTHEAST CORNER OF AN
 GS0091'ABANDONED AIRPORT, 101 FEET SOUTH OF THE CENTER LINE OF AN EAST
 GS0091'AND WEST RUNWAY, 138 FEET WEST OF THE CENTER LINE OF A NORTH AND
 GS0091'SOUTH RUNWAY, 3.3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 GS0091'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GS0091
 GS0091                          STATION RECOVERY (1959)
 GS0091
 GS0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GS0091'DESCRIPTION AND POSITION LISTED IN NGS QUAD 36116-1, STATION 1007.
 GS0091'STATION MARK--A TRIANGULATION STATION DISK STAMPED---LATHROP 1949---,
 GS0091'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FEET ABOVE THE
 GS0091'GROUND.
 GS0091
 GS0091                          STATION RECOVERY (1968)
 GS0091
 GS0091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CND)
 GS0091'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 GS0091'CONDITION.  DUE TO CHANGES, A COMPLETE DESCRIPTION FOLLOWS--
 GS0091'
 GS0091'THE STATION IS LOCATED ON THE NORTH PART OF THE AIRPORT AT
 GS0091'LATHROP WELLS AND ABOUT 1/4 MILE WEST OF THE JUNCTION OF U.S.
 GS0091'HIGHWAY 95 AND STATE HIGHWAY 29.
 GS0091'
 GS0091'TO REACH THE STATION FROM THE EAST FORK OF THE Y-JUNCTION OF
 GS0091'U.S. HIGHWAY 95 AND STATE HIGHWAY 29 IN LATHROP WELLS, GO SOUTH
 GS0091'ON STATE HIGHWAY 29 FOR 0.2 MILE TO THE SOUTH FORK OF THE
 GS0091'Y-JUNCTION OF THE HIGHWAYS.  TURN RIGHT AND GO WEST, ACROSS
 GS0091'COUNTRY, FOR 0.1 MILE TO THE STATION.
 GS0091'
 GS0091'TO REACH THE AZIMUTH MARK FROM THE EAST FORK OF THE Y-JUNCTION
 GS0091'MENTIONED ABOVE, GO WEST ON U.S. HIGHWAY 95 FOR 1.2 MILES TO A
 GS0091'CULVERT AND THE MARK ON THE LEFT.
 GS0091'
 GS0091'THE STATION MARK, STAMPED LATHROP 1949, IS A STANDARD DISK
 GS0091'SET IN THE TOP OF A SQUARE, CONCRETE POST THAT PROJECTS 0.5
 GS0091'FOOT.  IT IS 136 FEET WEST OF THE CENTER OF A RUNWAY, 101 FEET
 GS0091'SOUTH OF THE CENTER OF A RUNWAY AND 3.3 FEET SOUTHEAST OF A
 GS0091'WITNESS POST.  (NOTES 1A AND 7A)
 GS0091'
 GS0091'REFERENCE MARK NO. 1, STAMPED LATHROP NO 1 1949, IS A STANDARD
 GS0091'DISK SET IN THE TOP OF A SQUARE, CONCRETE POST THAT PROJECTS
 GS0091'0.5 FOOT.  IT IS 136 FEET WEST OF THE CENTER OF A RUNWAY.
 GS0091'(NOTE 11A)
 GS0091'
 GS0091'REFERENCE MARK NO. 2, STAMPED LATHROP NO 2 1968, IS A STANDARD
 GS0091'DISK SET IN THE TOP OF A SQUARE, CONCRETE POST THAT PROJECTS
 GS0091'0.4 FOOT.  IT IS 92 FEET SOUTH OF THE CENTER OF A RUNWAY.
 GS0091'(NOTE 11A)
 GS0091'
 GS0091'THE AZIMUTH MARK, STAMPED LATHROP 1949, IS A STANDARD DISK
 GS0091'CEMENTED IN A DRILL HOLE IN THE EAST END OF THE SOUTH HEADWALL
 GS0091'OF A CONCRETE CULVERT.
 GS0091'
 GS0091'STATION WAS VISITED BY A LIGHTKEEPER ONLY.
 GS0091
 GS0091                          STATION RECOVERY (1969)
 GS0091
 GS0091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 GS0091'THE STATION WAS RECOVERED AS DESCRIBED.
 GS0091'
 GS0091'THIS STATION WAS VISITED BY A LIGHTKEEPER ONLY.
 GS0091'
 GS0091'STATION VISITED BY A LIGHTKEEPER ONLY.
 GS0091'
 GS0091'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WEST
 GS0091'EDGE OF LATHROP WELLS
 GS0091
 GS0091                          STATION RECOVERY (1982)
 GS0091
 GS0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GS0091'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GS0091'0.25 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 373 FROM THE JUNCTION OF
 GS0091'US HIGHWAY 95 AT LATHROP WELLS, THENCE 0.2 KM (0.1 MI) WEST ALONG A
 GS0091'DIRT ROAD AND AN EAST-WEST AIRPORT RUNWAY,  30.8 METERS (101 FT) SOUTH
 GS0091'OF THE CENTERLINE OF THE EAST-WEST RUNWAY, 41.5 METERS (136 FT) WEST
 GS0091'OF THE CENTER OF THE NORTH-SOUTH RUNWAY, 12.8 METERS (42 FT) NORTH OF
 GS0091'RM 1, 13.6 METERS (44.5 FT) EAST-SOUTHEAST OF RM 2.
 GS0091'THE MARK IS 0.7 METERS  N FROM A WITNESS POST.
 GS0091'THE MARK IS 0.3 M ABOVE THE E-W RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0089 ***********************************************************************
 GS0089  DESIGNATION -  LATHROP AZ MK
 GS0089  PID         -  GS0089
 GS0089  STATE/COUNTY-  NV/NYE
 GS0089  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0089
 GS0089                         *CURRENT SURVEY CONTROL
 GS0089  ___________________________________________________________________
 GS0089* NAD 83(1986)-  36 38 54.     (N)    116 25 05.     (W)     SCALED    
 GS0089* NAVD 88     -       812.141  (meters)    2664.50   (feet)  ADJUSTED  
 GS0089  ___________________________________________________________________
 GS0089  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GS0089  DYNAMIC HT  -         811.312 (meters)    2661.78  (feet)  COMP
 GS0089  MODELED GRAV-     979,584.7   (mgal)                       NAVD 88
 GS0089
 GS0089  VERT ORDER  -  SECOND    CLASS 0
 GS0089
 GS0089.The horizontal coordinates were scaled from a topographic map and have
 GS0089.an estimated accuracy of +/- 6 seconds.
 GS0089
 GS0089.The orthometric height was determined by differential leveling
 GS0089.and adjusted by the National Geodetic Survey in June 1991..
 GS0089
 GS0089.The geoid height was determined by GEOID03.
 GS0089
 GS0089.The dynamic height is computed by dividing the NAVD 88
 GS0089.geopotential number by the normal gravity value computed on the
 GS0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0089.degrees latitude (g = 980.6199 gals.).
 GS0089
 GS0089.The modeled gravity was interpolated from observed gravity values.
 GS0089
 GS0089;                    North         East    Units  Estimated Accuracy
 GS0089;SPC NV C     - 6,210,630.      522,230.      MT  (+/- 180 meters Scaled)
 GS0089
 GS0089                          SUPERSEDED SURVEY CONTROL
 GS0089
 GS0089  NGVD 29 (??/??/??)  811.331  (m)         2661.84   (f) ADJUSTED    2 0
 GS0089
 GS0089.Superseded values are not recommended for survey control.
 GS0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0089.See file dsdata.txt to determine how the superseded data were derived.
 GS0089
 GS0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA520560(NAD 83)
 GS0089_MARKER: DZ = AZIMUTH MARK DISK
 GS0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GS0089_SP_SET: HEADWALL
 GS0089_STAMPING: LATHROP 1949
 GS0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0089
 GS0089  HISTORY     - Date     Condition        Report By
 GS0089  HISTORY     - 1949     MONUMENTED       CGS
 GS0089  HISTORY     - 1952     GOOD             NGS
 GS0089  HISTORY     - 1983     MARK NOT FOUND   NGS
 GS0089
 GS0089                          STATION DESCRIPTION
 GS0089
 GS0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GS0089'1.2 MI W FROM LATHROP WELLS.
 GS0089'1.2 MILES WEST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF ITS Y
 GS0089'JUNCTION WITH STATE HIGHWAY 29 AT LATHROP WELLS, 18 FEET SOUTH
 GS0089'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST
 GS0089'END OF THE SOUTH HEADWALL OF A 16 INCH PIPE CULVERT.
 GS0089
 GS0089                          STATION RECOVERY (1983)
 GS0089
 GS0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0089'NOT RECOVERED.  HEADWALL TORN OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0092 ***********************************************************************
 GS0092  DESIGNATION -  LATHROP RM 1
 GS0092  PID         -  GS0092
 GS0092  STATE/COUNTY-  NV/NYE
 GS0092  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0092
 GS0092                         *CURRENT SURVEY CONTROL
 GS0092  ___________________________________________________________________
 GS0092* NAD 83(1986)-  36 38 31.     (N)    116 24 10.     (W)     SCALED    
 GS0092* NAVD 88     -       808.748  (meters)    2653.37   (feet)  ADJUSTED  
 GS0092  ___________________________________________________________________
 GS0092  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GS0092  DYNAMIC HT  -         807.921 (meters)    2650.65  (feet)  COMP
 GS0092  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 GS0092
 GS0092  VERT ORDER  -  FIRST     CLASS II
 GS0092
 GS0092.The horizontal coordinates were scaled from a topographic map and have
 GS0092.an estimated accuracy of +/- 6 seconds.
 GS0092
 GS0092.The orthometric height was determined by differential leveling
 GS0092.and adjusted by the National Geodetic Survey in June 1991..
 GS0092
 GS0092.Photographs are available for this station.
 GS0092
 GS0092.The geoid height was determined by GEOID03.
 GS0092
 GS0092.The dynamic height is computed by dividing the NAVD 88
 GS0092.geopotential number by the normal gravity value computed on the
 GS0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0092.degrees latitude (g = 980.6199 gals.).
 GS0092
 GS0092.The modeled gravity was interpolated from observed gravity values.
 GS0092
 GS0092;                    North         East    Units  Estimated Accuracy
 GS0092;SPC NV C     - 6,209,930.      523,600.      MT  (+/- 180 meters Scaled)
 GS0092
 GS0092                          SUPERSEDED SURVEY CONTROL
 GS0092
 GS0092  NGVD 29 (05/01/91)  807.937  (m)         2650.71   (f) ADJUSTED    1 2
 GS0092
 GS0092.Superseded values are not recommended for survey control.
 GS0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0092.See file dsdata.txt to determine how the superseded data were derived.
 GS0092
 GS0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA533553(NAD 83)
 GS0092_MARKER: DR = REFERENCE MARK DISK
 GS0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0092_STAMPING: LATHROP NO 1 1949
 GS0092_MARK LOGO: CGS   
 GS0092_PROJECTION: PROJECTING 10 CENTIMETERS
 GS0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0092+STABILITY: SURFACE MOTION
 GS0092
 GS0092  HISTORY     - Date     Condition        Report By
 GS0092  HISTORY     - 1949     MONUMENTED       CGS
 GS0092  HISTORY     - 1952     GOOD             NGS
 GS0092  HISTORY     - 1982     GOOD             NGS
 GS0092
 GS0092                          STATION DESCRIPTION
 GS0092
 GS0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GS0092'0.4 MI SW FROM LATHROP WELLS.
 GS0092'0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE EAST FORK OF
 GS0092'ITS Y JUNCTION WITH U.S. HIGHWAY 95 AT LATHROP WELLS, THENCE
 GS0092'0.1 MILE WEST ACROSS COUNTRY, AT THE NORTHEAST CORNER OF AN
 GS0092'ABANDONED AIRPORT, 136 FEET WEST OF THE CENTER LINE OF A NORTH
 GS0092'AND SOUTH RUNWAY, 42.0 FEET SOUTH OF TRIANGULATION STATION
 GS0092'LATHROP 1949, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GS0092'0.5 FOOT ABOVE THE GROUND.
 GS0092
 GS0092                          STATION RECOVERY (1982)
 GS0092
 GS0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GS0092'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GS0092'0.25 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 373 FROM THE JUNCTION OF
 GS0092'US HIGHWAY 95 AT LATHROP WELLS, THENCE 0.2 KM (0.1 MI) WEST ALONG A
 GS0092'DIRT ROAD AND AN EAST-WEST RUNWAY, 43.6 METERS (143 FT) SOUTH OF THE
 GS0092'CENTERLINE OF THE EAST-WEST RUNWAY, 41.5 METERS (136 FT) WEST OF THE
 GS0092'CENTERLINE OF THE NORTH-SOUTH RUNWAY, 22.3 METERS (73 FT) SOUTHEAST OF
 GS0092'RM 2, 12.8 METERS (42.0 FT) SOUTH OF THE STATION.
 GS0092'THE MARK IS 12.2 METERS  S FROM A WITNESS POST.
 GS0092'THE MARK IS 0.3 M ABOVE THE E-W RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0090 ***********************************************************************
 GS0090  DESIGNATION -  LATHROP RM 2
 GS0090  PID         -  GS0090
 GS0090  STATE/COUNTY-  NV/NYE
 GS0090  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0090
 GS0090                         *CURRENT SURVEY CONTROL
 GS0090  ___________________________________________________________________
 GS0090* NAD 83(1986)-  36 38 31.     (N)    116 24 10.     (W)     SCALED    
 GS0090* NAVD 88     -       808.917  (meters)    2653.92   (feet)  ADJUSTED  
 GS0090  ___________________________________________________________________
 GS0090  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GS0090  DYNAMIC HT  -         808.091 (meters)    2651.21  (feet)  COMP
 GS0090  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 GS0090
 GS0090  VERT ORDER  -  FIRST     CLASS II
 GS0090
 GS0090.The horizontal coordinates were scaled from a topographic map and have
 GS0090.an estimated accuracy of +/- 6 seconds.
 GS0090
 GS0090.The orthometric height was determined by differential leveling
 GS0090.and adjusted by the National Geodetic Survey in June 1991..
 GS0090
 GS0090.Photographs are available for this station.
 GS0090
 GS0090.The geoid height was determined by GEOID03.
 GS0090
 GS0090.The dynamic height is computed by dividing the NAVD 88
 GS0090.geopotential number by the normal gravity value computed on the
 GS0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0090.degrees latitude (g = 980.6199 gals.).
 GS0090
 GS0090.The modeled gravity was interpolated from observed gravity values.
 GS0090
 GS0090;                    North         East    Units  Estimated Accuracy
 GS0090;SPC NV C     - 6,209,930.      523,600.      MT  (+/- 180 meters Scaled)
 GS0090
 GS0090                          SUPERSEDED SURVEY CONTROL
 GS0090
 GS0090  NGVD 29 (05/01/91)  808.106  (m)         2651.26   (f) ADJUSTED    1 2
 GS0090
 GS0090.Superseded values are not recommended for survey control.
 GS0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0090.See file dsdata.txt to determine how the superseded data were derived.
 GS0090
 GS0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA533553(NAD 83)
 GS0090_MARKER: DR = REFERENCE MARK DISK
 GS0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0090_STAMPING: LATHROP NO 2 1949
 GS0090_MARK LOGO: CGS   
 GS0090_PROJECTION: PROJECTING 20 CENTIMETERS
 GS0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0090+STABILITY: SURFACE MOTION
 GS0090
 GS0090  HISTORY     - Date     Condition        Report By
 GS0090  HISTORY     - 1949     MONUMENTED       CGS
 GS0090  HISTORY     - 1952     GOOD             NGS
 GS0090  HISTORY     - 1982     GOOD             NGS
 GS0090
 GS0090                          STATION DESCRIPTION
 GS0090
 GS0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GS0090'0.4 MI SW FROM LATHROP WELLS.
 GS0090'0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE EAST FORK OF
 GS0090'ITS Y JUNCTION WITH U.S. HIGHWAY 95 AT LATHROP WELLS, THENCE
 GS0090'0.1 MILE WEST ACROSS COUNTRY, AT THE NORTHEAST CORNER OF AN
 GS0090'ABANDONED AIRPORT, 92 FEET SOUTH OF THE CENTER LINE OF AN EAST
 GS0090'AND WEST RUNWAY, 44.3 FEET NORTHWEST OF TRIANGULATION STATION
 GS0090'LATHROP 1949, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GS0090'0.4 FOOT ABOVE THE GROUND.
 GS0090
 GS0090                          STATION RECOVERY (1982)
 GS0090
 GS0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GS0090'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GS0090'0.25 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 373 FROM THE JUNCTION OF
 GS0090'US HIGHWAY 95 AT LATHROP WELLS, THENCE 0.2 KM (0.1 MI) WEST ALONG A
 GS0090'DIRT ROAD AND AN EAST-WEST AIRPORT RUNWAY, 27.5 METERS (90.2 FT) SOUTH
 GS0090'OF THE CENTERLINE OF THE EAST-WEST RUNWAY, 55 METERS (180.5 FT) WEST
 GS0090'OF THE CENTERLINE OF THE NORTH-SOUTH RUNWAY, 13.5 METERS (44.3 FT)
 GS0090'WEST-NORTHWEST OF THE STATION, 22.3 METERS (73 FT) NORTHWEST OF RM1.
 GS0090'THE MARK IS 13.7 METERS  WNW FROM A WITNESS POST.
 GS0090'THE MARK IS 0.3 M ABOVE THE E-W RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR2588 ***********************************************************************
 HR2588  DESIGNATION -  LAVA
 HR2588  PID         -  HR2588
 HR2588  STATE/COUNTY-  NV/MINERAL
 HR2588  USGS QUAD   -  TRUMAN MEADOWS (1994)
 HR2588
 HR2588                         *CURRENT SURVEY CONTROL
 HR2588  ___________________________________________________________________
 HR2588* NAD 83(1994)-  37 56 17.43180(N)    118 26 31.51437(W)     ADJUSTED  
 HR2588* NAVD 88     -      2155.     (meters)    7070.     (feet)  SCALED    
 HR2588  ___________________________________________________________________
 HR2588  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 HR2588  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 HR2588
 HR2588  HORZ ORDER  -  THIRD
 HR2588
 HR2588.The horizontal coordinates were established by classical geodetic methods
 HR2588.and adjusted by the National Geodetic Survey in June 1998..
 HR2588
 HR2588.The orthometric height was scaled from a topographic map.
 HR2588
 HR2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2588
 HR2588.The geoid height was determined by GEOID03.
 HR2588
 HR2588;                    North         East     Units Scale Factor Converg.
 HR2588;SPC NV W     - 4,353,751.455   812,415.154   MT  0.99990190   +0 05 12.6
 HR2588;SPC NV W     -14,283,932.90  2,665,398.72   sFT  0.99990190   +0 05 12.6
 HR2588;SPC CA 3     -   661,599.732 2,180,876.746   MT  0.99993449   +1 15 35.7
 HR2588;SPC CA 3     - 2,170,598.45  7,155,093.12   sFT  0.99993449   +1 15 35.7
 HR2588;UTM  11      - 4,199,936.074   373,279.068   MT  0.99979778   -0 53 12.2
 HR2588
 HR2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2588!SPC NV W     -   0.99966580  x   0.99990190  =   0.99956773
 HR2588!SPC CA 3     -   0.99966580  x   0.99993449  =   0.99960031
 HR2588!UTM  11      -   0.99966580  x   0.99979778  =   0.99946365
 HR2588
 HR2588:                Primary Azimuth Mark                     Grid Az
 HR2588:SPC NV W     -  WHITE MOUNTAINS N PEAK                   145 45 29.0
 HR2588:SPC CA 3     -  WHITE MOUNTAINS N PEAK                   144 35 05.9
 HR2588:UTM  11      -  WHITE MOUNTAINS N PEAK                   146 43 53.8
 HR2588
 HR2588|---------------------------------------------------------------------|
 HR2588| PID    Reference Object                     Distance      Geod. Az  |
 HR2588|                                                           dddmmss.s |
 HR2588| HR2579 WHITE MOUNTAINS N PEAK              APPROX.13.4 KM 1455041.6 |
 HR2588| HR2598 WHITE MTN N BASE                    APPROX. 3.1 KM 1622331.6 |
 HR2588| HR2603 STONE MONUMENT                      APPROX. 3.4 KM 1683848.0 |
 HR2588| HR2582 BENTON RAILROAD STATION             APPROX.13.6 KM 1922254.6 |
 HR2588|---------------------------------------------------------------------|
 HR2588
 HR2588                          SUPERSEDED SURVEY CONTROL
 HR2588
 HR2588  NAD 83(1992)-  37 56 17.41837(N)    118 26 31.51580(W) AD(       ) 3
 HR2588  NAD 83(1986)-  37 56 17.42268(N)    118 26 31.49837(W) AD(       ) 3
 HR2588  NAD 27      -  37 56 17.68100(N)    118 26 28.09000(W) AD(       ) 3
 HR2588
 HR2588.Superseded values are not recommended for survey control.
 HR2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2588.See file dsdata.txt to determine how the superseded data were derived.
 HR2588
 HR2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB7327999936(NAD 83)
 HR2588
 HR2588  HISTORY     - Date     Condition        Report By
 HR2588  HISTORY     - 1895     MONUMENTED       CGS
 HR2588  HISTORY     - 1940     SEE DESCRIPTION  USFS
 HR2588
 HR2588                          STATION DESCRIPTION
 HR2588
 HR2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HR2588'STATION IS ON THE N SIDE OF THE CARSON AND COLORADO RAILROAD
 HR2588'VALLEY, ABOUT 2-1/2 MILES E OF THE BOUNDARY.  IT IS ON A HIGH
 HR2588'LAVA PEAK, THE HIGHEST OF THE FIRST HIGH RANGE N OF AND OVERLOOKING
 HR2588'THE VALLEY, AND 1/2 MILE E OF THE WAGON ROAD TO COLUMBUS.
 HR2588'
 HR2588'STATION IS NOT ON THE HIGHEST PART OF THE HILL, WHICH IS VERY
 HR2588'ROUGH AND ROCKY, BUT 75 YARDS TO THE W ON A SMALL FLAT SPOT JUST
 HR2588'BETWEEN THE ROUGH MASSES OF LAVA WHICH IS CLEAR OF TREES.  THE
 HR2588'HIGHEST POINT OF THE HILL IS COVERED WITH NUT PINE.
 HR2588'
 HR2588'ROAD FROM BERTRANDS RANCH OVER THE HILLS IS 1/3 MILE N OF
 HR2588'STATION.
 HR2588
 HR2588                          STATION RECOVERY (1940)
 HR2588
 HR2588'RECOVERY NOTE BY US FOREST SERVICE 1940
 HR2588'RECOVERED IN GOOD CONDITION.  DRILL HOLE AND POST OF OLD SIGNAL
 HR2588'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1521 ***********************************************************************
 KR1521  DESIGNATION -  LAVA
 KR1521  PID         -  KR1521
 KR1521  STATE/COUNTY-  NV/CHURCHILL
 KR1521  USGS QUAD   -  ALLEN SPRINGS (1987)
 KR1521
 KR1521                         *CURRENT SURVEY CONTROL
 KR1521  ___________________________________________________________________
 KR1521* NAD 83(1994)-  39 14 46.86870(N)    118 43 22.26795(W)     ADJUSTED  
 KR1521* NAVD 88     -      1512.0    (meters)    4961.     (feet)  VERTCON   
 KR1521  ___________________________________________________________________
 KR1521  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 KR1521  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 KR1521
 KR1521  HORZ ORDER  -  FIRST
 KR1521
 KR1521.The horizontal coordinates were established by classical geodetic methods
 KR1521.and adjusted by the National Geodetic Survey in June 1998..
 KR1521
 KR1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1521
 KR1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1521
 KR1521.The geoid height was determined by GEOID03.
 KR1521
 KR1521;                    North         East     Units Scale Factor Converg.
 KR1521;SPC NV W     - 4,498,954.543   787,957.206   MT  0.99990179   -0 05 17.8
 KR1521;SPC NV W     -14,760,320.03  2,585,156.27   sFT  0.99990179   -0 05 17.8
 KR1521;UTM  11      - 4,345,529.517   351,329.394   MT  0.99987215   -1 05 24.6
 KR1521
 KR1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1521!SPC NV W     -   0.99976669  x   0.99990179  =   0.99966851
 KR1521!UTM  11      -   0.99976669  x   0.99987215  =   0.99963887
 KR1521
 KR1521|---------------------------------------------------------------------|
 KR1521| PID    Reference Object                     Distance      Geod. Az  |
 KR1521|                                                           dddmmss.s |
 KR1521| DB2004 LAVA RM 1                             7.737 METERS 09106     |
 KR1521| KR1522 LAVA CAIRN POLE CENTER                9.000 METERS 15151     |
 KR1521| DB2003 LAVA AZ MK                                         2964934.2 |
 KR1521| DB2005 LAVA RM 2                             9.616 METERS 31538     |
 KR1521|---------------------------------------------------------------------|
 KR1521
 KR1521                          SUPERSEDED SURVEY CONTROL
 KR1521
 KR1521  NAD 83(1986)-  39 14 46.87596(N)    118 43 22.26084(W) AD(       ) 1
 KR1521  NAD 27      -  39 14 47.16400(N)    118 43 18.73600(W) AD(       ) 1
 KR1521  NGVD 29 (07/19/86) 1511.0    (m)         4957.     (f) VERT ANG       
 KR1521
 KR1521.Superseded values are not recommended for survey control.
 KR1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1521.See file dsdata.txt to determine how the superseded data were derived.
 KR1521
 KR1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD5132945530(NAD 83)
 KR1521_MARKER: DS = TRIANGULATION STATION DISK
 KR1521_SETTING: 66 = SET IN ROCK OUTCROP
 KR1521
 KR1521  HISTORY     - Date     Condition        Report By
 KR1521  HISTORY     - 1953     MONUMENTED       CGS
 KR1521  HISTORY     - 1955     GOOD             CGS
 KR1521
 KR1521                          STATION DESCRIPTION
 KR1521
 KR1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 KR1521'THE STATION IS ABOUT 14 MILES SOUTH OF FALLON ON THE HIGHEST
 KR1521'POINT OF ONE OF SEVERAL LAVA ROCK COVERED HILLS IN THE VICINITY.
 KR1521'IT IS ON THE SOUTHEAST PART OF THE NORTH END OF A LONG RIDGE
 KR1521'RUNNING IN A NORTH-SOUTH DIRECTION AND ONE WHICH OVERLOOKS
 KR1521'A LARGE VALLEY TO THE NORTH.  THERE ARE SEVERAL POINTS ON THE
 KR1521'STATION HILL THAT ARE ONLY SLIGHTLY LOWER IN ELEVATION THAN
 KR1521'THE STATION SITE.
 KR1521'
 KR1521'TO REACH FROM THE POST OFFICE IN FALLON, GO SOUTH FOR 1 BLOCK
 KR1521'TO U.S. HIGHWAY 95.  GO SOUTH ON U.S. HIGHWAY 95 FOR 16.7 MILES
 KR1521'TO A TRACK ROAD LEFT JUST BEFORE REACHING THE CREST OF THE
 KR1521'HIGHWAY HILL.  TURN LEFT, EASTERLY, ON TRACK ROAD FOR 1 MILE
 KR1521'TO A CROSSROAD JUST AFTER PASSING TO THE RIGHT OF A LIGHT
 KR1521'COLORED, LONE ROCKY HILL.  CONTINUE EASTERLY FROM THE CROSSROAD
 KR1521'TOWARDS THE HIGH DARK COLORED NORTH-SOUTH RIDGE FOR 0.5 MILE TO
 KR1521'THE END OF TRUCK TRAVEL.  FROM HERE, PACK EAST TO THE TOP OF
 KR1521'THE RIDGE.  THENCE NORTH AND NORTHEAST TO THE HIGHEST PART
 KR1521'OF THE HILL, A LARGE CAIRN AND THE STATION.  ABOUT A
 KR1521'40-MINUTE PACK.
 KR1521'
 KR1521'THE STATION AND ALL MARKS ARE STANDARD DISKS CEMENTED IN DRILL
 KR1521'HOLES IN OUTCROPPING LAVA ROCK.
 KR1521'
 KR1521'THE STATION MARK, STAMPED LAVA 1953, PROJECTS ABOUT 8 INCHES
 KR1521'ABOVE THE GROUND.  IT IS 29.5 FEET NORTH-NORTHWEST OF A LARGE CAIRN
 KR1521'ABOUT 6 FEET HIGH AND ABOUT 4 FEET IN DIAMETER AT THE BASE.
 KR1521'
 KR1521'REFERENCE MARK 1, STAMPED LAVA NO 1 1953, PROJECTS ABOUT 8
 KR1521'INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS
 KR1521'THE STATION.
 KR1521'
 KR1521'REFERENCE MARK 2, STAMPED LAVA NO 2 1953, PROJECTS ABOUT 1 FOOT
 KR1521'ABOVE THE GROUND AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 KR1521'
 KR1521'THE AZIMUTH MARK IS ON THE ROCKY-TOPPED POINT ABOUT 1/4 MILE
 KR1521'WEST-NORTHWEST OF THE STATION.  IT IS 5 FEET NORTH OF A 2-FOOT
 KR1521'HIGH CAIRN AND ABOUT 20 FEET EAST OF THE WEST RIM OF THE
 KR1521'POINT.  THE MARK IS IN A ROCK THAT PROJECTS ABOUT 2 FEET ON
 KR1521'THE NORTH SIDE AND IS FLUSH ON THE SOUTH SIDE.  IT IS STAMPED
 KR1521'LAVA 1953.
 KR1521
 KR1521                          STATION RECOVERY (1955)
 KR1521
 KR1521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KR1521'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED AND WERE
 KR1521'FOUND TO BE IN GOOD CONDITION WITH NO VISABLE MOVEMENT AT THE
 KR1521'STATION.  THE DESCRIPTION IS ADEQUATE.
 KR1521'
 KR1521'A DISCREPANCY WAS NOTED IN THE DIRECTION TO REFERENCE MARK 1
 KR1521'AND THE AZIMUTH MARK.  THE CURRENT OBSERVATIONS TO THE AZIMUTH
 KR1521'MARK WERE VERIFIED.
 KR1521'
 KR1521'A DIFFERENCE IN DISTANCE TO REFERENCE MARK 2 WAS NOTED.
 KR1521'
 KR1521'OBSERVATIONS MADE FROM A 1.43 METER TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1798 ***********************************************************************
 GR1798  DESIGNATION -  LAVA
 GR1798  PID         -  GR1798
 GR1798  STATE/COUNTY-  NV/CLARK
 GR1798  USGS QUAD   -  AZURE RIDGE (1983)
 GR1798
 GR1798                         *CURRENT SURVEY CONTROL
 GR1798  ___________________________________________________________________
 GR1798* NAD 83(1994)-  36 21 41.81228(N)    114 03 07.04307(W)     ADJUSTED  
 GR1798* NAVD 88     -       853.6    (meters)    2801.     (feet)  VERTCON   
 GR1798  ___________________________________________________________________
 GR1798  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 GR1798  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 GR1798
 GR1798  HORZ ORDER  -  THIRD
 GR1798
 GR1798.The horizontal coordinates were established by classical geodetic methods
 GR1798.and adjusted by the National Geodetic Survey in June 1998..
 GR1798
 GR1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1798
 GR1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1798
 GR1798.The geoid height was determined by GEOID03.
 GR1798
 GR1798;                    North         East     Units Scale Factor Converg.
 GR1798;SPC NV E     - 8,179,881.104   337,432.642   MT  1.00013264   +0 54 29.0
 GR1798;SPC NV E     -26,836,826.59  1,107,060.26   sFT  1.00013264   +0 54 29.0
 GR1798;SPC AZ W     -   594,696.637   186,261.102   MT  0.99994238   -0 10 44.5
 GR1798;SPC AZ W     - 1,951,104.45    611,092.85   iFT  0.99994238   -0 10 44.5
 GR1798;UTM  11      - 4,028,094.671   764,516.811   MT  1.00046217   +1 44 55.9
 GR1798;UTM  12      - 4,028,384.455   226,156.891   MT  1.00052405   -1 48 38.0
 GR1798
 GR1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1798!SPC NV E     -   0.99987023  x   1.00013264  =   1.00000285
 GR1798!SPC AZ W     -   0.99987023  x   0.99994238  =   0.99981261
 GR1798!UTM  11      -   0.99987023  x   1.00046217  =   1.00033234
 GR1798!UTM  12      -   0.99987023  x   1.00052405  =   1.00039421
 GR1798
 GR1798:                Primary Azimuth Mark                     Grid Az
 GR1798:SPC NV E     -  LINE                                     357 01 20.7
 GR1798:SPC AZ W     -  LINE                                     358 06 34.2
 GR1798:UTM  11      -  LINE                                     356 10 53.8
 GR1798:UTM  12      -  LINE                                     359 44 27.7
 GR1798
 GR1798|---------------------------------------------------------------------|
 GR1798| PID    Reference Object                     Distance      Geod. Az  |
 GR1798|                                                           dddmmss.s |
 GR1798| GR1834 LINE                                APPROX.14.6 KM 3575549.7 |
 GR1798|---------------------------------------------------------------------|
 GR1798
 GR1798                          SUPERSEDED SURVEY CONTROL
 GR1798
 GR1798  NAD 83(1994)-  36 21 41.81226(N)    114 03 07.04304(W) AD(       ) 3
 GR1798  NAD 83(1992)-  36 21 41.81229(N)    114 03 07.04318(W) AD(       ) 3
 GR1798  NAD 83(1986)-  36 21 41.80573(N)    114 03 07.04064(W) AD(       ) 3
 GR1798  NGVD 29 (05/01/88)  852.9    (m)         2798.     (f) VERT ANG       
 GR1798
 GR1798.Superseded values are not recommended for survey control.
 GR1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1798.See file dsdata.txt to determine how the superseded data were derived.
 GR1798
 GR1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6451728095(NAD 83)
 GR1798_MARKER: DS = TRIANGULATION STATION DISK
 GR1798_SETTING: 66 = SET IN ROCK OUTCROP
 GR1798_SP_SET: SET IN BEDROCK
 GR1798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1798+STABILITY: POSITION/ELEVATION WELL
 GR1798
 GR1798  HISTORY     - Date     Condition        Report By
 GR1798  HISTORY     - 1951     MONUMENTED       USGS
 GR1798
 GR1798                          STATION DESCRIPTION
 GR1798
 GR1798'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GR1798'LOCATED ABOUT 29 MI SE. OF OVERTON.  NEAR NEVADA-ARIZONA STATE
 GR1798'LINE, ON NORTHWEST AND HIGHEST POINT OF LARGE, LAVA MESA.
 GR1798'
 GR1798'REACHED BY HELICOPTER FROM OVERTON LANDING AT STATION.
 GR1798'
 GR1798'TO REACH BY TRUCK FROM RIVERSIDE, DRIVE E. ON U.S. HWY. 91 ACROSS
 GR1798'BRIDGE TO GRAVEL RD.  TURN RIGHT AND FOLLOW GRAVELED RD. 20.5 MI
 GR1798'TO Y-JCT. N.  TAKE RIGHT FORK AND DRIVE 9.1 MI TO Y-JCT. NW.
 GR1798'TURN LEFT AND DRIVE 2.3 MI TO STATION BM V 178.  GO 3.4 MI ESE. TO
 GR1798'DIM RD. TURNING S.  FOLLOW DIM RD. 1 MI TO BASE OF MOUNTAIN AND
 GR1798'END OF TRUCK TRAVEL.  CLIMB S. TO HIGHEST POINT AND STATION.
 GR1798'
 GR1798'STATION MARK--STANDARD TABLET STAMPED---LAVA 1951---, CEMENTED IN
 GR1798'SOLID ROCK.
 GR1798'
 GR1798'RM 1--STANDARD RM TABLET STAMPED---LAVA NO 1 1951---, CEMENTED IN
 GR1798'SOLID ROCK.
 GR1798'
 GR1798'RM 2--STANDARD RM TABLET STAMPED---LAVA NO 2 1951---, CEMENTED IN
 GR1798'SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0671 ***********************************************************************
 LS0671  DESIGNATION -  LAVA
 LS0671  PID         -  LS0671
 LS0671  STATE/COUNTY-  NV/PERSHING
 LS0671  USGS QUAD   -  EAGLE ROCK SPRING (1980)
 LS0671
 LS0671                         *CURRENT SURVEY CONTROL
 LS0671  ___________________________________________________________________
 LS0671* NAD 83(1994)-  40 33 05.43992(N)    119 05 43.29615(W)     ADJUSTED  
 LS0671* NAVD 88     -      1772.0    (meters)    5814.     (feet)  VERTCON   
 LS0671  ___________________________________________________________________
 LS0671  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 LS0671  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 LS0671
 LS0671  HORZ ORDER  -  THIRD
 LS0671
 LS0671.The horizontal coordinates were established by classical geodetic methods
 LS0671.and adjusted by the National Geodetic Survey in June 1998..
 LS0671
 LS0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0671
 LS0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0671
 LS0671.The geoid height was determined by GEOID03.
 LS0671
 LS0671;                    North         East     Units Scale Factor Converg.
 LS0671;SPC NV W     - 4,643,972.045   756,634.103   MT  0.99992314   -0 19 58.4
 LS0671;SPC NV W     -15,236,098.28  2,482,390.39   sFT  0.99992314   -0 19 58.4
 LS0671;UTM  11      - 4,491,082.131   322,581.738   MT  0.99998747   -1 21 45.4
 LS0671
 LS0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0671!SPC NV W     -   0.99972563  x   0.99992314  =   0.99964879
 LS0671!UTM  11      -   0.99972563  x   0.99998747  =   0.99971311
 LS0671
 LS0671|---------------------------------------------------------------------|
 LS0671| PID    Reference Object                     Distance      Geod. Az  |
 LS0671|                                                           dddmmss.s |
 LS0671| CS7120 LAVA RM 1                             8.379 METERS 20846     |
 LS0671| CS7121 LAVA RM 2                             8.324 METERS 31609     |
 LS0671|---------------------------------------------------------------------|
 LS0671
 LS0671                          SUPERSEDED SURVEY CONTROL
 LS0671
 LS0671  NAD 83(1992)-  40 33 05.44381(N)    119 05 43.29810(W) AD(       ) 3
 LS0671  NAD 83(1986)-  40 33 05.44235(N)    119 05 43.30058(W) AD(       ) 3
 LS0671  NGVD 29 (10/14/92) 1771.0    (m)         5810.     (f) VERT ANG       
 LS0671
 LS0671.Superseded values are not recommended for survey control.
 LS0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0671.See file dsdata.txt to determine how the superseded data were derived.
 LS0671
 LS0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE2258291082(NAD 83)
 LS0671_MARKER: DS = TRIANGULATION STATION DISK
 LS0671_SETTING: 80 = SET IN A BOULDER
 LS0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0671+STABILITY: SURFACE MOTION
 LS0671
 LS0671  HISTORY     - Date     Condition        Report By
 LS0671  HISTORY     - 1963     MONUMENTED       USGS
 LS0671  HISTORY     - 1975     GOOD             USGS
 LS0671  HISTORY     - 1975     GOOD             USGS
 LS0671
 LS0671                          STATION DESCRIPTION
 LS0671
 LS0671'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LS0671'LOCATED ABOUT 15 MI SE. OF GERLACH, 13 MI E. OF EMPIRE.  ON N.-S.
 LS0671'RIDGE.
 LS0671'
 LS0671'SEE 1975 RECOVERY FOR TO REACH. (PH 1768)
 LS0671'
 LS0671'STATION MARK--STANDARD TABLET STAMPED---LAVA 1963---, IN ROCK IN
 LS0671'PLACE.
 LS0671'
 LS0671'RM 1--STANDARD RM TABLET STAMPED---RM NO 1 1963---.
 LS0671'
 LS0671'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---.
 LS0671
 LS0671                          STATION RECOVERY (1975)
 LS0671
 LS0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LS0671'RECOVERED AS DESCRIBED BY USGS IN 1963.
 LS0671
 LS0671                          STATION RECOVERY (1975)
 LS0671
 LS0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LS0671'DESCRIBED BY USGS.  RM 2 NOT FOUND.
 LS0671'
 LS0671'TO REACH FROM POST OFFICE IN GERLACH, DRIVE 3.5 MI S. ON STATE
 LS0671'HWY. 34.  TURN LEFT ON STATE HWY. 48 (UNSURFACED AND UNMARKED)
 LS0671'12.2 MI TO T-RD. JCT. OF STATE HWYS. 48 AND 49.  TURN RIGHT ON
 LS0671'HWY. 49 17.3 MI S. TO DIM X-RD.  TURN LEFT FOLLOWING DIM RD. E.
 LS0671'0.5 MI TO T-RD.  TURN LEFT 2.4 MI N.  LEAVE RD. AND DRIVE 0.6 MI
 LS0671'NE. TO FOOT OF SOUTHWEST SPUR OF HILL (4-WHEEL DRIVE REQUIRED
 LS0671'FROM HERE), FOLLOW RIDGE 1.0 MI TO TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0985 ***********************************************************************
 LR0985  DESIGNATION -  LAVA
 LR0985  PID         -  LR0985
 LR0985  STATE/COUNTY-  NV/LANDER
 LR0985  USGS QUAD   -  WATTS (1990)
 LR0985
 LR0985                         *CURRENT SURVEY CONTROL
 LR0985  ___________________________________________________________________
 LR0985* NAD 83(1994)-  40 13 06.21415(N)    117 09 36.92891(W)     ADJUSTED  
 LR0985* NAVD 88     -      1805.9    (meters)    5925.     (feet)  VERTCON   
 LR0985  ___________________________________________________________________
 LR0985  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 LR0985  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 LR0985
 LR0985  HORZ ORDER  -  THIRD
 LR0985
 LR0985.The horizontal coordinates were established by classical geodetic methods
 LR0985.and adjusted by the National Geodetic Survey in June 1998..
 LR0985
 LR0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0985
 LR0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0985
 LR0985.The geoid height was determined by GEOID03.
 LR0985
 LR0985;                    North         East     Units Scale Factor Converg.
 LR0985;SPC NV C     - 6,606,976.480   457,989.030   MT  0.99992172   -0 19 07.4
 LR0985;SPC NV C     -21,676,388.67  1,502,585.68   sFT  0.99992172   -0 19 07.4
 LR0985;UTM  11      - 4,452,009.457   486,364.099   MT  0.99960229   -0 06 12.5
 LR0985
 LR0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0985!SPC NV C     -   0.99972014  x   0.99992172  =   0.99964188
 LR0985!UTM  11      -   0.99972014  x   0.99960229  =   0.99932254
 LR0985
 LR0985                          SUPERSEDED SURVEY CONTROL
 LR0985
 LR0985  NAD 83(1986)-  40 13 06.21736(N)    117 09 36.92140(W) AD(       ) 3
 LR0985  NGVD 29 (07/11/94) 1804.7    (m)         5921.     (f) VERT ANG       
 LR0985
 LR0985.Superseded values are not recommended for survey control.
 LR0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0985.See file dsdata.txt to determine how the superseded data were derived.
 LR0985
 LR0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME8636452009(NAD 83)
 LR0985_MARKER: DS = TRIANGULATION STATION DISK
 LR0985_SETTING: 0 = UNSPECIFIED SETTING
 LR0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0985
 LR0985  HISTORY     - Date     Condition        Report By
 LR0985  HISTORY     - 1937     MONUMENTED       USGS
 LR0985
 LR0985                          STATION DESCRIPTION
 LR0985
 LR0985'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 LR0985'LOCATED 31 MI. S. OF BATTLE MOUNTAIN AND 1.5 MI. W. OF NEVADA CENTRAL
 LR0985'RR. (NARROW GUAGE), ON A PROMINENT RIDGE OF THE FOOTHILLS.  THE
 LR0985'TOP EXTENDS ABOUT 300 YDS. N. AND S. AND THERE ARE MANY ROCK OUTCROPS
 LR0985'ON IT.  THE STATION IS ON THE HIGHEST PART AT THE MIDDLE.
 LR0985'
 LR0985'TO REACH FROM BATTLE MOUNTAIN, DRIVE S. ON STATE HIGHWAY 8A FOR 37.7
 LR0985'MI. TO A T-RD. JUNCTION AND SIGN (ELLISON RANCHING CO.), TURN RIGHT
 LR0985'AND GO 4.1 MI. TO A CROSSROAD, TURN RIGHT THROUGH WOODEN GATE AND GO
 LR0985'0.2 MI., TURN LEFT THROUGH ANOTHER WOODEN GATE AND FOLLOW AROUND
 LR0985'CORAL FENCE FOR 0.3 MI., TURN LEFT THROUGH TWO WIRE GATES AND GO
 LR0985'0.4 MI. TO A RD. FORK, TAKE LEFT FORK AND GO 1.2 MI. ON TRACK RD.,
 LR0985'TURN RIGHT CROSS COUNTRY FOR 0.6 MI. TO A LOW KNOLL IN BOTTOM, FIND
 LR0985'DIM TRACKS ON KNOLL AND FOLLOW N. UP CANYON FOR 0.8 MI. AND END OF
 LR0985'TRUCK TRAVEL.  PACK NE. TO HIGHEST PART OF ROCKY RIDGE AND STATION.
 LR0985'ABOUT A 30 MINUTE PACK.
 LR0985'
 LR0985'STATION MARK--STANDARD TABLET STAMPED----LAVA 1937----CEMENTED IN ROCK
 LR0985'IN PLACE.
 LR0985'
 LR0985'REFERENCE MARK NO. 1--STANDARD RM TABLET STAMPED----1----CEMENTED IN
 LR0985'ROCK IN PLACE, 19.45 FT. FROM STATION MARK 81 DEGREES 00 MINUTES.
 LR0985'
 LR0985'REFERENCE MARK NO. 2--STANDARD RM TABLET STAMPED----2----CEMENTED IN
 LR0985'ROCK IN PLACE, 27.76 FT. FROM STATION MARK 150 DEGREES 05 MINUTES.
 LR0985'
 LR0985'CAIRN IS CENTERED OVER STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0697 ***********************************************************************
 LS0697  DESIGNATION -  LAVA
 LS0697  PID         -  LS0697
 LS0697  STATE/COUNTY-  NV/PERSHING
 LS0697  USGS QUAD   -  FITTING (1987)
 LS0697
 LS0697                         *CURRENT SURVEY CONTROL
 LS0697  ___________________________________________________________________
 LS0697* NAD 83(1994)-  40 16 08.81503(N)    118 01 51.74592(W)     ADJUSTED  
 LS0697* NAVD 88     -      1277.5    (meters)    4191.     (feet)  VERTCON   
 LS0697  ___________________________________________________________________
 LS0697  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 LS0697  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 LS0697
 LS0697  HORZ ORDER  -  THIRD
 LS0697
 LS0697.The horizontal coordinates were established by classical geodetic methods
 LS0697.and adjusted by the National Geodetic Survey in June 1998..
 LS0697
 LS0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0697
 LS0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0697
 LS0697.The geoid height was determined by GEOID03.
 LS0697
 LS0697;                    North         East     Units Scale Factor Converg.
 LS0697;SPC NV W     - 4,612,637.595   846,972.169   MT  0.99992715   +0 21 25.2
 LS0697;SPC NV W     -15,133,295.18  2,778,774.52   sFT  0.99992715   +0 21 25.2
 LS0697;UTM  11      - 4,458,136.944   412,336.372   MT  0.99969460   -0 39 59.3
 LS0697
 LS0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0697!SPC NV W     -   0.99980310  x   0.99992715  =   0.99973026
 LS0697!UTM  11      -   0.99980310  x   0.99969460  =   0.99949776
 LS0697
 LS0697                          SUPERSEDED SURVEY CONTROL
 LS0697
 LS0697  NAD 83(1986)-  40 16 08.81918(N)    118 01 51.73796(W) AD(       ) 3
 LS0697  NGVD 29 (07/11/94) 1276.5    (m)         4188.     (f) VERT ANG       
 LS0697
 LS0697.Superseded values are not recommended for survey control.
 LS0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0697.See file dsdata.txt to determine how the superseded data were derived.
 LS0697
 LS0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME1233658137(NAD 83)
 LS0697_MARKER: DS = TRIANGULATION STATION DISK
 LS0697_SETTING: 0 = UNSPECIFIED SETTING
 LS0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0697
 LS0697  HISTORY     - Date     Condition        Report By
 LS0697  HISTORY     - 1953     MONUMENTED       USGS
 LS0697
 LS0697                          STATION DESCRIPTION
 LS0697
 LS0697'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LS0697'LOCATED ABOUT 17 MI. EO OF OREANA, 14.5 MI. SE. OF UNIONVILLE, 2100
 LS0697'FT. E. OF RD. ON A RISE.
 LS0697'
 LS0697'TO REACH FROM LOVELOCK POST OFFICE, DRIVE E. FOR 1 BLOCK TO U.S.
 LS0697'HIGHWAY 40, TURN LEFT (N.) AND FOLLOW U.S. HIGHWAY 40 ANOTHER 13.5
 LS0697'MI., TURN RIGHT AND FOLLOW MAIN RD. NE. FOR 14.7 MI., TAKE RIGHT FORK
 LS0697'0.5 MI., TURN RIGHT 2.8 MI., TAKE LEFT FORK 3 MI., TURN LEFT ALONG
 LS0697'DIM TRACK RD. 0.4 MI. TO STATION.
 LS0697'
 LS0697'STATION MARK--STANDARD TABLET STAMPED----LAVA 1953----CEMENTED IN
 LS0697'LARGE ROCK BURIED FLUSH WITH GROUND.
 LS0697'
 LS0697'REFERENCE MARK NO. 1--STANDARD RM TABLET STAMPED----NO 1 1953---
 LS0697'CEMENTED IN ROCK BURIED FLUSH WITH GROUND, 40.81 FT. FROM STATION
 LS0697'MARK 247 DEGREES 25 MINUTES.
 LS0697'
 LS0697'REFERENCE MARK NO. 2--STANDARD RM TABLET STAMPED----NO 2 1953---
 LS0697'CEMENTED IN ROCK BURIED FLUSH WITH GROUND, 64.78 FT. FROM STATION
 LS0697'MARK 161 DEGREES 01 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1522 ***********************************************************************
 KR1522  DESIGNATION -  LAVA CAIRN POLE CENTER
 KR1522  PID         -  KR1522
 KR1522  STATE/COUNTY-  NV/CHURCHILL
 KR1522  USGS QUAD   -  ALLEN SPRINGS (1987)
 KR1522
 KR1522                         *CURRENT SURVEY CONTROL
 KR1522  ___________________________________________________________________
 KR1522* NAD 83(1994)-  39 14 46.61139(N)    118 43 22.09084(W)     ADJUSTED  
 KR1522* NAVD 88     -      1510.     (meters)    4954.     (feet)  SCALED    
 KR1522  ___________________________________________________________________
 KR1522  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 KR1522  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 KR1522
 KR1522  HORZ ORDER  -  THIRD
 KR1522
 KR1522.The horizontal coordinates were established by classical geodetic methods
 KR1522.and adjusted by the National Geodetic Survey in June 1998..
 KR1522
 KR1522.The orthometric height was scaled from a topographic map.
 KR1522
 KR1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1522
 KR1522.The geoid height was determined by GEOID03.
 KR1522
 KR1522;                    North         East     Units Scale Factor Converg.
 KR1522;SPC NV W     - 4,498,946.602   787,961.440   MT  0.99990178   -0 05 17.7
 KR1522;SPC NV W     -14,760,293.98  2,585,170.16   sFT  0.99990178   -0 05 17.7
 KR1522;UTM  11      - 4,345,521.504   351,333.488   MT  0.99987214   -1 05 24.5
 KR1522
 KR1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1522!SPC NV W     -   0.99976701  x   0.99990178  =   0.99966881
 KR1522!UTM  11      -   0.99976701  x   0.99987214  =   0.99963918
 KR1522
 KR1522                          SUPERSEDED SURVEY CONTROL
 KR1522
 KR1522  NAD 83(1986)-  39 14 46.61865(N)    118 43 22.08374(W) AD(       ) 4
 KR1522  NAD 27      -  39 14 46.90000(N)    118 43 18.56000(W) AD(       ) 3
 KR1522
 KR1522.Superseded values are not recommended for survey control.
 KR1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1522.See file dsdata.txt to determine how the superseded data were derived.
 KR1522
 KR1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD5133345522(NAD 83)
 KR1522_MARKER: 72 = CAIRN
 KR1522
 KR1522  HISTORY     - Date     Condition        Report By
 KR1522  HISTORY     - 1953     FIRST OBSERVED   CGS
 KR1522
 KR1522                          STATION DESCRIPTION
 KR1522
 KR1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR1522'TO REACH FROM THE POST OFFICE IN FALLON, GO SOUTH FOR 1 BLOCK
 KR1522'TO U.S. HIGHWAY 95.  GO SOUTH ON U.S. HIGHWAY 95 FOR 16.7 MILES
 KR1522'TO A TRACK ROAD LEFT JUST BEFORE REACHING THE CREST OF THE
 KR1522'HIGHWAY HILL.  TURN LEFT, EASTERLY, ON TRACK ROAD FOR 1 MILE
 KR1522'TO A CROSSROAD JUST AFTER PASSING TO THE RIGHT OF A LIGHT
 KR1522'COLORED, LONE ROCKY HILL.  CONTINUE EASTERLY FROM THE CROSSROAD
 KR1522'TOWARDS THE HIGH DARK COLORED NORTH-SOUTH RIDGE FOR 0.5 MILE TO
 KR1522'THE END OF TRUCK TRAVEL.  FROM HERE, PACK EAST TO THE TOP OF
 KR1522'THE RIDGE.  THENCE NORTH AND NORTHEAST TO THE HIGHEST PART
 KR1522'OF THE HILL, AND A LARGE CAIRN.  ABOUT A
 KR1522'40-MINUTE PACK.
 KR1522'
 KR1522'PRE-EARTHQUAKE POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0836 ***********************************************************************
 MT0836  DESIGNATION -  LAVISTA
 MT0836  PID         -  MT0836
 MT0836  STATE/COUNTY-  NV/ELKO
 MT0836  USGS QUAD   -  HOT SPRINGS CREEK (1980)
 MT0836
 MT0836                         *CURRENT SURVEY CONTROL
 MT0836  ___________________________________________________________________
 MT0836* NAD 83(1994)-  41 19 12.04533(N)    115 19 46.25053(W)     ADJUSTED  
 MT0836* NAVD 88     -      2194.6    (meters)    7200.     (feet)  VERTCON   
 MT0836  ___________________________________________________________________
 MT0836  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 MT0836  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 MT0836
 MT0836  HORZ ORDER  -  SECOND
 MT0836
 MT0836.The horizontal coordinates were established by classical geodetic methods
 MT0836.and adjusted by the National Geodetic Survey in June 1998..
 MT0836
 MT0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0836
 MT0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0836
 MT0836.The geoid height was determined by GEOID03.
 MT0836
 MT0836;                    North         East     Units Scale Factor Converg.
 MT0836;SPC NV E     - 8,729,212.752   221,249.396   MT  0.99990556   +0 10 03.3
 MT0836;SPC NV E     -28,639,092.17    725,882.39   sFT  0.99990556   +0 10 03.3
 MT0836;UTM  11      - 4,575,628.395   639,811.305   MT  0.99984057   +1 06 11.3
 MT0836
 MT0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0836!SPC NV E     -   0.99965855  x   0.99990556  =   0.99956415
 MT0836!UTM  11      -   0.99965855  x   0.99984057  =   0.99949918
 MT0836
 MT0836:                Primary Azimuth Mark                     Grid Az
 MT0836:SPC NV E     -  STAR                                     002 21 13.3
 MT0836:UTM  11      -  STAR                                     001 25 05.3
 MT0836
 MT0836|---------------------------------------------------------------------|
 MT0836| PID    Reference Object                     Distance      Geod. Az  |
 MT0836|                                                           dddmmss.s |
 MT0836| MT0835 STAR                                APPROX.10.3 KM 0023116.6 |
 MT0836| DD6156 LAVISTA RM 2                          4.777 METERS 15205     |
 MT0836| DD6155 LAVISTA RM 1                          8.298 METERS 32530     |
 MT0836|---------------------------------------------------------------------|
 MT0836
 MT0836                          SUPERSEDED SURVEY CONTROL
 MT0836
 MT0836  NAD 83(1994)-  41 19 12.04268(N)    115 19 46.24556(W) AD(       ) 2
 MT0836  NAD 83(1986)-  41 19 12.04228(N)    115 19 46.24515(W) AD(       ) 2
 MT0836  NAD 27      -  41 19 12.34111(N)    115 19 43.02370(W) AD(       ) 2
 MT0836  NGVD 29 (07/19/86) 2193.4    (m)         7196.     (f) VERT ANG       
 MT0836
 MT0836.Superseded values are not recommended for survey control.
 MT0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0836.See file dsdata.txt to determine how the superseded data were derived.
 MT0836
 MT0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF3981175628(NAD 83)
 MT0836_MARKER: DD = SURVEY DISK
 MT0836_SETTING: 66 = SET IN ROCK OUTCROP
 MT0836_SP_SET: PARTIALLY EXPOSED BEDROCK
 MT0836
 MT0836  HISTORY     - Date     Condition        Report By
 MT0836  HISTORY     - 1967     MONUMENTED       USGS
 MT0836
 MT0836                          STATION DESCRIPTION
 MT0836
 MT0836'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JAB)
 MT0836'LOCATED ABOUT 18 MI. N. OF.  3 MI. W. OF DEETH.  ABOUT 4 MI. W. OF
 MT0836'THE MALA VISTA RANCH.  ON A ROCKY TOP.  (A SLIGHTLY HIGHER TOP IS
 MT0836'W. ABOUT 0.5 MI.)
 MT0836'
 MT0836'TO REACH FROM THE POST OFFICE AT DEETH, GO N. ACROSS RR. TRACKS
 MT0836'ON THE JARBIDGE RD. FOR 9 MI. TO A Y-RD.  TAKE RIGHT FORK FOR 10.15
 MT0836'MI. TO A DIM T-RD. W. (LEFT).  (T-RD. IS 0.25 MI. S. OF MAIN GATE
 MT0836'OF MALA VISTA RANCH).  TURN W. (LEFT) AND GO 4 MI. ON THE WILLIAMS
 MT0836'GRADE RD. (A LOCAL NAME) TO THE TOP OF A RIDGE LINE AND FENCE
 MT0836'WITH GATE.  STAY ON THE SE. SIDE OF FENCE AND TURN LEFT (SW)
 MT0836'FOLLOWING A DIM TRACK RD. ALONG FENCELINE FOR 1.5 MI. TO A RIDGE
 MT0836'LINE AT POINT WHERE FENCE BLOCKS VEHICLE TRAVEL.  TURN S. AND
 MT0836'PROCEED ACROSS LOW PORTION OF SADDLE FOR 0.25 MI. TO END OF
 MT0836'TRUCK TRAVEL.  STATION IS APPROXIMATELY 500 FT. S. OF THE HIGHEST
 MT0836'ROCK OUTCROP ON A TABLE LIKE PORTION.
 MT0836'
 MT0836'STATION MARK--A STANDARD TABLET STAMPED LAVISTA 1967 SET IN ROCK.
 MT0836'
 MT0836'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 MT0836'NO 1 SET IN A ROCK.
 MT0836'
 MT0836'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 MT0836'NO 2 SET IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0679 ***********************************************************************
 LR0679  DESIGNATION -  LAX
 LR0679  PID         -  LR0679
 LR0679  STATE/COUNTY-  NV/HUMBOLDT
 LR0679  USGS QUAD   -  POLE CREEK (1983)
 LR0679
 LR0679                         *CURRENT SURVEY CONTROL
 LR0679  ___________________________________________________________________
 LR0679* NAD 83(1994)-  40 59 20.85168(N)    117 32 48.57104(W)     ADJUSTED  
 LR0679* NAVD 88     -      1333.468  (meters)    4374.89   (feet)  ADJUSTED  
 LR0679  ___________________________________________________________________
 LR0679  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 LR0679  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 LR0679  DYNAMIC HT  -        1332.464 (meters)    4371.59  (feet)  COMP
 LR0679  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 LR0679
 LR0679  HORZ ORDER  -  SECOND
 LR0679  VERT ORDER  -  FIRST     CLASS II
 LR0679
 LR0679.The horizontal coordinates were established by classical geodetic methods
 LR0679.and adjusted by the National Geodetic Survey in June 1998..
 LR0679
 LR0679.The orthometric height was determined by differential leveling
 LR0679.and adjusted by the National Geodetic Survey in June 1991..
 LR0679
 LR0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0679
 LR0679.The geoid height was determined by GEOID03.
 LR0679
 LR0679.The dynamic height is computed by dividing the NAVD 88
 LR0679.geopotential number by the normal gravity value computed on the
 LR0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0679.degrees latitude (g = 980.6199 gals.).
 LR0679
 LR0679.The modeled gravity was interpolated from observed gravity values.
 LR0679
 LR0679;                    North         East     Units Scale Factor Converg.
 LR0679;SPC NV W     - 4,692,955.511   887,213.080   MT  0.99999359   +0 40 47.7
 LR0679;SPC NV W     -15,396,804.87  2,910,798.25   sFT  0.99999359   +0 40 47.7
 LR0679;UTM  11      - 4,537,693.858   454,003.499   MT  0.99962604   -0 21 31.2
 LR0679
 LR0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0679!SPC NV W     -   0.99979405  x   0.99999359  =   0.99978764
 LR0679!UTM  11      -   0.99979405  x   0.99962604  =   0.99942017
 LR0679
 LR0679|---------------------------------------------------------------------|
 LR0679| PID    Reference Object                     Distance      Geod. Az  |
 LR0679|                                                           dddmmss.s |
 LR0679| LR0680 LAX RM 1                             12.238 METERS 17912     |
 LR0679| DB8084 HIGHWAY 40 ROW POST=LAX RM 2         28.998 METERS 25104     |
 LR0679| MU0430 BLISS                               APPROX. 5.0 KM 3191314.9 |
 LR0679|---------------------------------------------------------------------|
 LR0679
 LR0679                          SUPERSEDED SURVEY CONTROL
 LR0679
 LR0679  NAD 83(1986)-  40 59 20.85596(N)    117 32 48.56695(W) AD(       ) 2
 LR0679  NAD 27      -  40 59 21.20580(N)    117 32 45.11880(W) AD(       ) 2
 LR0679  NGVD 29 (??/??/92) 1332.443  (m)         4371.52   (f) ADJ UNCH    1 2
 LR0679
 LR0679.Superseded values are not recommended for survey control.
 LR0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0679.See file dsdata.txt to determine how the superseded data were derived.
 LR0679
 LR0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF5400337694(NAD 83)
 LR0679_MARKER: DS = TRIANGULATION STATION DISK
 LR0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0679_STAMPING: LAX 1958
 LR0679_MARK LOGO: CGS   
 LR0679_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0679+STABILITY: SURFACE MOTION
 LR0679
 LR0679  HISTORY     - Date     Condition        Report By
 LR0679  HISTORY     - 1958     MONUMENTED       CGS
 LR0679  HISTORY     - 1958     GOOD             CGS
 LR0679  HISTORY     - 1984     GOOD             NGS
 LR0679
 LR0679                          STATION DESCRIPTION
 LR0679
 LR0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0679'THE STATION IS 4.2 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM
 LR0679'THE CROSSROAD INTERSECTION AT GOLCONDA (AT TEXACO SERVICE STATION),
 LR0679'IN PASTURE LAND ABOUT 75 YARDS NORTHEAST OF THE HIGHWAY AND
 LR0679'95 FEET EAST-NORTHEAST OF A FENCE CORNER AT A JOG IN THE
 LR0679'FENCE LINE.
 LR0679'
 LR0679'THE STATION, UNDERGROUND AND REFERENCE MARK 1 ARE STANDARD
 LR0679'DISKS SET IN CONCRETE POSTS.
 LR0679'
 LR0679'THE STATION MARK, STAMPED LAX 1958, PROJECTS ABOUT 3 INCHES
 LR0679'AND IS 6 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 LR0679'
 LR0679'REFERENCE MARK 1, STAMPED LAX NO 1 1958, PROJECTS ABOUT 1 INCH.
 LR0679'
 LR0679'REFERENCE MARK 2 IS A HIGHWAY RIGHT-OF-WAY MARK, A 6-INCH
 LR0679'SQUARE CONCRETE POST WITH BRASS PIN IN THE CENTER TOP AND
 LR0679'PROJECTS ABOUT 10 INCHES.  IT IS AT THE SOUTHEAST EDGE OF THE
 LR0679'FENCE CORNER AT JOG IN FENCE LINE AND IS MARKED BY A RIGHT-OF-WAY
 LR0679'4 BY 4-INCH WOODEN POST ABOUT 3 FEET HIGH.
 LR0679
 LR0679                          STATION RECOVERY (1958)
 LR0679
 LR0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0679'4.1 MI NW FROM GOLCONDA.
 LR0679'4.1 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT
 LR0679'GOLCONDA, 279.0 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY, 95.0 FEET
 LR0679'NORTHEAST OF A FENCE CORNER, 40.14 FEET NORTH OF R.M. 1, 6.0 FEET
 LR0679'SOUTHWEST OF A METAL WITNESS POST, SET IN A ROUND CONCRETE POST
 LR0679'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LR0679
 LR0679                          STATION RECOVERY (1984)
 LR0679
 LR0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0679'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.75 KM
 LR0679'(4.2 MI) NORTHWEST ALONG INTERSTATE 80 FROM THE MORRISON AVENUE
 LR0679'OVERPASS BRIDGE AT GOLCONDA, 0.24 KM (0.15 MI) SOUTHEAST OF MILEPOST
 LR0679'190, 60.6 METERS (199 FT) NORTHEAST OF THE WEST BOUND HIGHWAY
 LR0679'CENTERLINE, 35.0 METERS (115 FT) NORTHWEST OF THE NORTHWEST END OF A
 LR0679'WOODEN BRACE IN THE RIGHT OF WAY FENCE, 12.2 METERS (40 FT) NORTH OF
 LR0679'RM 1 AND 0.3 METER (1 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 LR0679'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 LR0679'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0680 ***********************************************************************
 LR0680  DESIGNATION -  LAX RM 1
 LR0680  PID         -  LR0680
 LR0680  STATE/COUNTY-  NV/HUMBOLDT
 LR0680  USGS QUAD   -  POLE CREEK (1983)
 LR0680
 LR0680                         *CURRENT SURVEY CONTROL
 LR0680  ___________________________________________________________________
 LR0680* NAD 83(1986)-  40 59 21.     (N)    117 32 48.     (W)     SCALED    
 LR0680* NAVD 88     -      1333.571  (meters)    4375.22   (feet)  ADJUSTED  
 LR0680  ___________________________________________________________________
 LR0680  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 LR0680  DYNAMIC HT  -        1332.568 (meters)    4371.93  (feet)  COMP
 LR0680  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 LR0680
 LR0680  VERT ORDER  -  SECOND    CLASS 0
 LR0680
 LR0680.The horizontal coordinates were scaled from a topographic map and have
 LR0680.an estimated accuracy of +/- 6 seconds.
 LR0680
 LR0680.The orthometric height was determined by differential leveling
 LR0680.and adjusted by the National Geodetic Survey in June 1991..
 LR0680
 LR0680.The geoid height was determined by GEOID03.
 LR0680
 LR0680.The dynamic height is computed by dividing the NAVD 88
 LR0680.geopotential number by the normal gravity value computed on the
 LR0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0680.degrees latitude (g = 980.6199 gals.).
 LR0680
 LR0680.The modeled gravity was interpolated from observed gravity values.
 LR0680
 LR0680;                    North         East    Units  Estimated Accuracy
 LR0680;SPC NV W     - 4,692,960.      887,230.      MT  (+/- 180 meters Scaled)
 LR0680
 LR0680                          SUPERSEDED SURVEY CONTROL
 LR0680
 LR0680  NGVD 29 (??/??/92) 1332.547  (m)         4371.86   (f) ADJ UNCH    2 0
 LR0680
 LR0680.Superseded values are not recommended for survey control.
 LR0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0680.See file dsdata.txt to determine how the superseded data were derived.
 LR0680
 LR0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF540376(NAD 83)
 LR0680_MARKER: DR = REFERENCE MARK DISK
 LR0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0680_STAMPING: LAX NO 1 1958
 LR0680_MARK LOGO: CGS   
 LR0680_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0680+STABILITY: SURFACE MOTION
 LR0680
 LR0680  HISTORY     - Date     Condition        Report By
 LR0680  HISTORY     - 1958     MONUMENTED       CGS
 LR0680  HISTORY     - 1984     GOOD             NGS
 LR0680
 LR0680                          STATION DESCRIPTION
 LR0680
 LR0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0680'4.1 MI NW FROM GOLCONDA.
 LR0680'4.1 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE BUS DEPOT AT
 LR0680'GOLCONDA, 266.0 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY, 91.0 FEET
 LR0680'EAST OF A FENCE CORNER, 40.14 FEET SOUTH OF STATION MARK, SET IN A
 LR0680'ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 LR0680
 LR0680                          STATION RECOVERY (1984)
 LR0680
 LR0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0680'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0680'NEW DESCRIPTION FOLLOWS.  6.75 KM (4.2 MI) NORTHWEST ALONG INTERSTATE
 LR0680'80 FROM THE MORRISON AVENUE OVERPASS BRIDGE AT GOLCONDA, 0.24 KM
 LR0680'(0.15 MI) SOUTHEAST OF MILEPOST 190, 53.9 METERS (177 FT) NORTHEAST OF
 LR0680'THE WEST BOUND HIGHWAY CENTERLINE, 12.2 METERS (40 FT) SOUTH OF THE
 LR0680'STATION AND 7.0 METERS (23 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 LR0680'THE MARK IS 12.3 METERS  S FROM A WITNESS POST.
 LR0680'THE MARK IS ABOVE LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3465 ***********************************************************************
 AA3465  CBN         -  This is a Cooperative Base Network Control Station.
 AA3465  DESIGNATION -  LDW 60
 AA3465  PID         -  AA3465
 AA3465  STATE/COUNTY-  NV/NYE
 AA3465  USGS QUAD   -  BLACK SPRING (1980)
 AA3465
 AA3465                         *CURRENT SURVEY CONTROL
 AA3465  ___________________________________________________________________
 AA3465* NAD 83(1999)-  38 31 22.59135(N)    117 38 08.44133(W)     ADJUSTED  
 AA3465* NAVD 88     -      1745.2    (meters)    5726.     (feet)  GPS OBS   
 AA3465  ___________________________________________________________________
 AA3465  EPOCH DATE  -        1999.37
 AA3465  X           -  -2,318,232.452 (meters)                     COMP
 AA3465  Y           -  -4,427,652.272 (meters)                     COMP
 AA3465  Z           -   3,952,094.157 (meters)                     COMP
 AA3465  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AA3465  ELLIP HEIGHT-        1721.19  (meters)          (10/30/00) GPS OBS
 AA3465  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AA3465
 AA3465  HORZ ORDER  -  B
 AA3465  ELLP ORDER  -  FOURTH    CLASS II
 AA3465
 AA3465.The horizontal coordinates were established by GPS observations
 AA3465.and adjusted by the National Geodetic Survey in October 2000..
 AA3465.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3465.DATUM ITEM on the data sheet items page.
 AA3465.The horizontal coordinates are valid at the epoch date displayed above.
 AA3465.The epoch date for horizontal control is a decimal equivalence
 AA3465.of Year/Month/Day.
 AA3465
 AA3465.The orthometric height was determined by GPS observations and a
 AA3465.high-resolution geoid model.
 AA3465
 AA3465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3465
 AA3465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3465
 AA3465.The ellipsoidal height was determined by GPS observations
 AA3465.and is referenced to NAD 83.
 AA3465
 AA3465.The geoid height was determined by GEOID03.
 AA3465
 AA3465;                    North         East     Units Scale Factor Converg.
 AA3465;SPC NV C     - 6,419,090.177   415,504.804   MT  0.99998789   -0 36 12.8
 AA3465;SPC NV C     -21,059,965.02  1,363,202.01   sFT  0.99998789   -0 36 12.8
 AA3465;UTM  11      - 4,264,030.573   444,587.546   MT  0.99963781   -0 23 45.3
 AA3465
 AA3465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3465!SPC NV C     -   0.99973001  x   0.99998789  =   0.99971790
 AA3465!UTM  11      -   0.99973001  x   0.99963781  =   0.99936792
 AA3465
 AA3465                          SUPERSEDED SURVEY CONTROL
 AA3465
 AA3465  NAD 83(1994)-  38 31 22.58979(N)    117 38 08.43889(W) AD(       ) B
 AA3465  ELLIP H (03/30/95) 1721.26   (m)                       GP(       ) 4 1
 AA3465
 AA3465.Superseded values are not recommended for survey control.
 AA3465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3465.See file dsdata.txt to determine how the superseded data were derived.
 AA3465
 AA3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC4458864031(NAD 83)
 AA3465_MARKER: DD = SURVEY DISK
 AA3465_SETTING: 66 = SET IN ROCK OUTCROP
 AA3465_STAMPING: LDW 60 5722 1974
 AA3465_MARK LOGO: USGS  
 AA3465_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3465+STABILITY: POSITION/ELEVATION WELL
 AA3465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3465+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1994
 AA3465
 AA3465  HISTORY     - Date     Condition        Report By
 AA3465  HISTORY     - 1974     MONUMENTED       USGS
 AA3465  HISTORY     - 19940621 GOOD             NVBMG
 AA3465
 AA3465                          STATION DESCRIPTION
 AA3465
 AA3465'DESCRIBED BY NEVADA BUREAU OF MINES AND GEOLOGY 1994
 AA3465'THE STATION IS LOCATED ABOUT 45 KM (27.95 MI) SOUTHEAST OF GABBS AND
 AA3465'61 KM (37.90 MI) NORTHWEST OF TONAPAH IN THE ROYSTON HILLS. TO REACH
 AA3465'THE STATION FROM GABBS, GO SOUTHWEST ON STATE ROUTE 361 FOR 5.5 KM
 AA3465'(3.40 MI) TO THE JUNCTION OF POLE LINE ROAD.  TURN LEFT AND GO
 AA3465'SOUTHEAST ON POLE LINE ROAD FOR 29.7 KM (18.45 MI) TO THE JUNCTION OF
 AA3465'IONE VALLEY ROAD. CONTINUE STRAIGHT AHEAD ON POLE LINE ROAD FOR 17.6
 AA3465'KM (10.95 MI) TO ROAD INTERSECTION AT DOUBLE POLE NUMBER 504E.  TURN
 AA3465'RIGHT AND GO 2.43 KM (1.50 MI) TO THE STATION ON THE LEFT IN A WASH.
 AA3465'THE STATION IS A STANDARD DISK SET IN A LOW BEDROCK OUTCROP IN A WASH
 AA3465'ON THE SOUTHEAST SIDE ON THE ROAD.  IT IS 0.61 M (2.00 FT) SOUTH OF A
 AA3465'LEANING WOODEN WITNESS POST. DESCRIBED BY NEVADA BUREAU OF MINES AND
 AA3465'GEOLOGY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0354 ***********************************************************************
 MV0354  DESIGNATION -  LEADVILLE
 MV0354  PID         -  MV0354
 MV0354  STATE/COUNTY-  NV/WASHOE
 MV0354  USGS QUAD   -  LEADVILLE (1980)
 MV0354
 MV0354                         *CURRENT SURVEY CONTROL
 MV0354  ___________________________________________________________________
 MV0354* NAD 83(1994)-  41 06 36.99049(N)    119 25 55.02124(W)     ADJUSTED  
 MV0354* NAVD 88     -      2352.     (meters)    7717.     (feet)  SCALED    
 MV0354  ___________________________________________________________________
 MV0354  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 MV0354  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 MV0354
 MV0354  HORZ ORDER  -  FIRST
 MV0354
 MV0354.The horizontal coordinates were established by classical geodetic methods
 MV0354.and adjusted by the National Geodetic Survey in June 1998..
 MV0354
 MV0354.The orthometric height was scaled from a topographic map.
 MV0354
 MV0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0354
 MV0354.The geoid height was determined by GEOID03.
 MV0354
 MV0354;                    North         East     Units Scale Factor Converg.
 MV0354;SPC NV W     - 4,706,238.025   728,727.352   MT  0.99996250   -0 33 28.8
 MV0354;SPC NV W     -15,440,382.59  2,390,832.99   sFT  0.99996250   -0 33 28.8
 MV0354;UTM  11      - 4,553,849.102   295,802.104   MT  1.00011321   -1 35 58.5
 MV0354
 MV0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0354!SPC NV W     -   0.99963453  x   0.99996250  =   0.99959705
 MV0354!UTM  11      -   0.99963453  x   1.00011321  =   0.99974770
 MV0354
 MV0354|---------------------------------------------------------------------|
 MV0354| PID    Reference Object                     Distance      Geod. Az  |
 MV0354|                                                           dddmmss.s |
 MV0354| CD7840 LEADVILLE RM 1                        8.728 METERS 03515     |
 MV0354| CD7841 LEADVILLE RM 2                        4.321 METERS 13617     |
 MV0354| CD7839 LEADVILLE AZ MK                                    3162715.9 |
 MV0354|---------------------------------------------------------------------|
 MV0354
 MV0354                          SUPERSEDED SURVEY CONTROL
 MV0354
 MV0354  NAD 83(1992)-  41 06 36.99370(N)    119 25 55.03118(W) AD(       ) 1
 MV0354  NAD 83(1986)-  41 06 36.99783(N)    119 25 55.03551(W) AD(       ) 1
 MV0354  NAD 27      -  41 06 37.36800(N)    119 25 51.35000(W) AD(       ) 1
 MV0354
 MV0354.Superseded values are not recommended for survey control.
 MV0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0354.See file dsdata.txt to determine how the superseded data were derived.
 MV0354
 MV0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF9580253849(NAD 83)
 MV0354_MARKER: Z = SEE DESCRIPTION
 MV0354_SETTING: 0 = UNSPECIFIED SETTING
 MV0354
 MV0354  HISTORY     - Date     Condition        Report By
 MV0354  HISTORY     - 1940     MONUMENTED       CGS
 MV0354
 MV0354                          STATION DESCRIPTION
 MV0354
 MV0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MV0354'STATION IS LOCATED ABOUT 33 MILES N OF GERLACH AND ABOUT 2-1/2
 MV0354'MILES WSW OF OGLE SWINGLES RANCH (LEADVILLE), ON THE SUMMIT
 MV0354'OF A FLAT-TOPPED MOUNTAIN RIDGE LYING BETWEEN THE OLD TOWN
 MV0354'SITE OF LEADVILLE (AT THE MINE) AND GRASS VALLEY RANCH.  THERE
 MV0354'ARE TWO PEAKS JUST ACROSS THE VALLEY TO THE S AND E, ABOUT
 MV0354'1-1/2 MILES THAT ARE OF ABOUT THE SAME ELEVATION.  THE STATION
 MV0354'IS ON THE SOUTHERN PART OF THE HILL, ABOUT 150 YARDS S OF A
 MV0354'ROUND, SMOOTH BUMP OF ABOUT THE SAME ELEVATION, AND 1/4 MILE
 MV0354'WNW OF ANOTHER ROCKY POINT, SLIGHTLY LOWER.
 MV0354'
 MV0354'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 MV0354'IN DRILL HOLES IN BOULDERS.
 MV0354'
 MV0354'AZIMUTH MARK, A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 MV0354'IN OUTCROPPING BEDROCK, AND IS LOCATED 0.6 MILE NW OF THE
 MV0354'STATION, ACROSS THE VALLEY ON THE E SIDE OF THE RIDGE, IN THE
 MV0354'LARGEST GROUP OF ROCKS, PROJECTING ABOUT 2 FEET ABOVE THE
 MV0354'GROUND.  IT IS ABOUT 50 FEET BELOW STATION LEVEL.
 MV0354'
 MV0354'STATION IS REACHED FROM THE POST OFFICE IN GERLACH BY GOING
 MV0354'E ON THE MAIN STREET 0.2 MILE AND TAKING THE LEFT FORK WHICH
 MV0354'LEADS E ACROSS THE DRY LAKE.  FOLLOW THE MAIN TRACKS, E BY N,
 MV0354'9.0 MILES TO FORK AT SIGN LEADVILLE-GRASS VALLEY, TAKE LEFT
 MV0354'FORK, GO 0.75 MILE AND TURN LEFT AROUND POINT OF LOW RIDGE,
 MV0354'GO 0.6 MILE, ROAD COMES IN FROM THE LEFT.  (IN WET WEATHER,
 MV0354'GO WESTERLY ON MAIN STREET 0.5 MILE, TAKE RIGHT FORK AND
 MV0354'FOLLOW THE MAIN ROAD ALONG THE FOOTHILLS ON THE N SIDE OF THE
 MV0354'LAKE 11.3 MILES TO THE LAST POINT MENTIONED ABOVE.) FOLLOW
 MV0354'THE MAIN-TRAVELED ROAD TO LEADVILLE, WHICH IS OGLE SWINGLES
 MV0354'RANCH (SIGNS ARE POSTED ALONG THE ROAD), 30.3 MILES TO THE
 MV0354'RANCH.  CONTINUE ON MAIN-TRAVELED ROAD TOWARD EAGLEVILLE
 MV0354'FOR 9.8 MILES AND TURN LEFT ON TRACK ROAD JUST BEFORE
 MV0354'REACHING A CATTLE GUARD.  FOLLOW TRACK ROAD 6.9 MILES AND
 MV0354'TAKE LEFT FORK, GO 2.3 MILES AND TAKE THE LEFT FORK AT
 MV0354'FENCE CORNER.  GRASS VALLEY RANCH HEADQUARTERS ARE 0.25
 MV0354'MILE TO THE RIGHT.  FOLLOW THE DIM TRACK ROAD 0.25 MILE AND
 MV0354'TAKE RIGHT FORK, GO 0.25 MILE AND CROSS THE WASH JUST
 MV0354'ABOVE WHERE THE OLD TRACKS ARE WASHED OUT, PICK UP THE
 MV0354'DIM TRACKS AND FOLLOW THEM 1.4 MILES TO THE CREST OF THE
 MV0354'FIRST DIVIDE, AND TAKE THE LEFT FORK, GO NORTHERLY 0.9
 MV0354'MILE AND CROSS DRAW, BARE OF SAGE BRUSH, CONTINUE ON DIM
 MV0354'TRACKS, HEADING TOWARD A SPRING AND WATER TROUGH AT THE
 MV0354'BASE OF STEEP HILL TO THE NE, 0.65 MILE.  FROM THE SPRING,
 MV0354'THE STATION LIES ABOUT 2.25 MILES, AIRLINE, DUE E (TRUCK
 MV0354'WITH COMPOUND GEAR CAN BE DRIVEN TO STATION BY TOPPING THE
 MV0354'RIDGE TO THE N OF THE SPRING AND THEN GOING
 MV0354'SOUTHEASTERLY TO THE STATION, ABOUT 3.5 MILES FROM THE SPRING.)
 MV0354'THERE IS A DIM TRACK ROAD 1/4 MILE W OF THE STATION, ITS
 MV0354'SOURCE COULD NOT BE DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0733 ***********************************************************************
 LQ0733  DESIGNATION -  LEBERRSKI
 LQ0733  PID         -  LQ0733
 LQ0733  STATE/COUNTY-  NV/ELKO
 LQ0733  USGS QUAD   -  BOYD RESERVOIR (1978)
 LQ0733
 LQ0733                         *CURRENT SURVEY CONTROL
 LQ0733  ___________________________________________________________________
 LQ0733* NAD 83(1994)-  40 47 09.25559(N)    115 30 04.20588(W)     ADJUSTED  
 LQ0733* NAVD 88     -      1759.9    (meters)    5774.     (feet)  VERTCON   
 LQ0733  ___________________________________________________________________
 LQ0733  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 LQ0733  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 LQ0733
 LQ0733  HORZ ORDER  -  FIRST
 LQ0733
 LQ0733.The horizontal coordinates were established by classical geodetic methods
 LQ0733.and adjusted by the National Geodetic Survey in June 1998..
 LQ0733
 LQ0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0733
 LQ0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0733
 LQ0733.The geoid height was determined by GEOID03.
 LQ0733
 LQ0733;                    North         East     Units Scale Factor Converg.
 LQ0733;SPC NV E     - 8,669,875.498   206,934.598   MT  0.99990059   +0 03 13.2
 LQ0733;SPC NV E     -28,444,416.53    678,917.93   sFT  0.99990059   +0 03 13.2
 LQ0733;UTM  11      - 4,516,071.509   626,463.188   MT  0.99979685   +0 58 45.2
 LQ0733
 LQ0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0733!SPC NV E     -   0.99972691  x   0.99990059  =   0.99962753
 LQ0733!UTM  11      -   0.99972691  x   0.99979685  =   0.99952381
 LQ0733
 LQ0733|---------------------------------------------------------------------|
 LQ0733| PID    Reference Object                     Distance      Geod. Az  |
 LQ0733|                                                           dddmmss.s |
 LQ0733| DD6158 LEBERRSKI RM 1                       12.058 METERS 11159     |
 LQ0733| LQ0691 CONICAL PEAK EAST OF RUBY DOME      APPROX.18.4 KM 1710839.1 |
 LQ0733| LQ0693 RUBY DOME CAIRN                     APPROX.18.4 KM 1731059.5 |
 LQ0733| DD6157 LEBERRSKI AZ MK                                    1772446.0 |
 LQ0733| DD6159 LEBERRSKI RM 2                       11.711 METERS 18842     |
 LQ0733|---------------------------------------------------------------------|
 LQ0733
 LQ0733                          SUPERSEDED SURVEY CONTROL
 LQ0733
 LQ0733  NAD 83(1986)-  40 47 09.25735(N)    115 30 04.20040(W) AD(       ) 1
 LQ0733  NAD 27      -  40 47 09.52304(N)    115 30 00.97650(W) AD(       ) 1
 LQ0733  NGVD 29 (03/11/99) 1758.7    (m)         5770.     (f) VERT ANG       
 LQ0733
 LQ0733.Superseded values are not recommended for survey control.
 LQ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0733.See file dsdata.txt to determine how the superseded data were derived.
 LQ0733
 LQ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF2646316072(NAD 83)
 LQ0733_MARKER: DS = TRIANGULATION STATION DISK
 LQ0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0733+STABILITY: SURFACE MOTION
 LQ0733
 LQ0733  HISTORY     - Date     Condition        Report By
 LQ0733  HISTORY     - 1947     MONUMENTED       CGS
 LQ0733  HISTORY     - 1961     GOOD             USGS
 LQ0733  HISTORY     - 1961     GOOD             USGS
 LQ0733  HISTORY     - 1965     GOOD             CGS
 LQ0733
 LQ0733                          STATION DESCRIPTION
 LQ0733
 LQ0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0733'STATION IS ABOUT 18 MILES EAST OF ELKO, NEVADA, ON A ROUNDED
 LQ0733'KNOLL OR RIDGE THAT OVERLOOKS THE VALLEY TO THE NW, ABOUT
 LQ0733'1.0 MILE N OF A MAIN DIRT ROAD AND ABOUT 150 YARDS E OF A
 LQ0733'TRACK ROAD THAT CIRCLES THE KNOLL ALONG THE SOUTH AND WEST.
 LQ0733'
 LQ0733'STATION MARK PROJECTS ABOUT 4 INCHES ABOVE THE IMMEDIATE GROUND
 LQ0733'SURFACE AND IS STAMPED, LEBERRSKI 1947.
 LQ0733'
 LQ0733'REFERENCE MARK NO 1 PROJECTS ABOUT 4 INCHES ABOVE THE
 LQ0733'IMMEDIATE GROUND SURFACE IS ABOUT 40 FEET ESE OF STATION, ABOUT
 LQ0733'SAME LEVEL, AND STAMPED LEBERRSKI NO 1 1947.
 LQ0733'
 LQ0733'REFERENCE MARK NO 2 PROJECTS ABOUT 4 INCHES ABOVE
 LQ0733'THE IMMEDIATE GROUND LEVEL, IS ABOUT 39 FEET SOUTH OF THE
 LQ0733'STATION, ABOUT THE SAME LEVEL AS THE STATION AND IS STAMPED
 LQ0733'LEBERRSKI NO 2 1947.
 LQ0733'
 LQ0733'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION AND
 LQ0733'ABOUT 75 FEET WEST OF THE CENTERLINE OF A TRACK ROAD AND ON
 LQ0733'THE NE SLOPE OF A SMALL KNOLL, ALSO ABOUT 150 YARDS NE OF THE
 LQ0733'CENTER OF THE HIGHEST POINT OF THE KNOLL, IT PROJECTS ABOUT
 LQ0733'4 INCHES ABOVE THE IMMEDIATE GROUND LEVEL AND IS STAMPED
 LQ0733'LEBERRSKI 1947.
 LQ0733'
 LQ0733'REACHED FROM THE INTERSECTION OF IDAHO ST. (U.S. 40) AND
 LQ0733'5TH ST. IN ELKO, GO E ON 5TH ST., CROSSING TRACKS AND RIVER
 LQ0733'BRIDGE THENCE ONTO A PAVED HIGHWAY FOR ABOUT 7.0 MILES TO
 LQ0733'THE ROAD LEADING TO JIGGS ON THE RIGHT.  CONTINUE STRAIGHT
 LQ0733'AHEAD FOR 3.5 MILES TO A GRAVEL ROAD LEFT.  TURN LEFT, CROSSING
 LQ0733'ABANDONED ROAD AND GO 3.8 MILES TO A FORK.  KEEP LEFT FOR
 LQ0733'3.0 MILES TO THE LEBERRSKI RANCH.  CONTINUE STRAIGHT AHEAD
 LQ0733'TO THE TOP OF THE HILL 0.5 MILE TO TRACK ROAD LEFT.  TURN
 LQ0733'LEFT AND GO 0.4 MILE TO AZIMUTH MARK ON THE LEFT AS
 LQ0733'DESCRIBED.  CONTINUE FOR 0.2 MILE TO SMALL DRAW ON THE RIGHT
 LQ0733'JUST AFTER GOING AROUND A SHARP CURVE AND THEN HEADING
 LQ0733'WEST.  TURN NORTH OFF THE ROAD UP THE DRAW AND GO 0.2 MILE
 LQ0733'TO THE HIGHEST POINT AND STATION.
 LQ0733'
 LQ0733'NOTE--ANY TRUCK TO STATION.
 LQ0733
 LQ0733                          STATION RECOVERY (1961)
 LQ0733
 LQ0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LQ0733'STATION FOUND IN GOOD CONDITION.  NEW REACH TO DESCRIPTION--BEGINNING
 LQ0733'AT THE POINT LEBERRISKI RANCH, CONTINUE UP HILL FOR 0.2
 LQ0733'MILES TO ROAD FORKS, TAKE LEFT FORK UP HILL FOR 0.6 MILES
 LQ0733'TO A DIM ROAD, ON TOP OF RIDGE, TURN LEFT FOR 0.4 MILES TO
 LQ0733'AZIMUTH MARK, 75 FEET LEFT, WEST, OF CENTERLINE OF DIM ROAD,
 LQ0733'CONTINUE ON ROAD FOR 0.1 MILES TO WIRE GATE, CONTINUE THROUGH
 LQ0733'GATE FOR 0.1 MILES, TURN RIGHT OFF ROAD UP HILL FOR 0.1 MILES
 LQ0733'TO TOP OF HILL AND STATION.
 LQ0733
 LQ0733                          STATION RECOVERY (1961)
 LQ0733
 LQ0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LQ0733'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-4 STATION 1051. NEW
 LQ0733'TO REACH FOLLOWS-- BEGINNING AT THE POINT---LEBERRSKI RANCH---IN OLD
 LQ0733'DESCRIPTION, THIS RANCH IS NOW KNOWN AS---BELLINGER RANCH---, CONTINUE
 LQ0733'UPHILL ON MAIN RD FOR 0.2 MI  TO A RD FORK, TAKE LEFT FORK UPHILL FOR
 LQ0733'0.6 MI TO A DIM RD LEFT, ON TOP OF RIDGE, TURN LEFT---N---AND DRIVE
 LQ0733'0.4 MI TO THE AZIMUTH MARK, 75 FT W OF RD, CONTINUE ON DIM RD FOR 0.1
 LQ0733'MI TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE ON WINDING RD FOR
 LQ0733'0.1 MI, TURN OFF RD ---RIGHT---, UPHILL TO HIGHEST POINT OF HILL FOR
 LQ0733'0.1 MI TO STATION. STATION MARK--STANDARD DISC STAMPED---LEBERRSKI
 LQ0733'1947---PROJECTS ABOUT 4 INCHES ABOVE GROUND, AND SET IN TOP OF SQUARE
 LQ0733'CONCRETE POST.
 LQ0733
 LQ0733                          STATION RECOVERY (1965)
 LQ0733
 LQ0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0733'STATION MARK, REFERENCE MARK 1 AND AZIMUTH MARK WERE RECOVERED
 LQ0733'AND FOUND TO BE IN GOOD CONDITION.  THE CORNERS OF THE MONUMENT
 LQ0733'OF REFERENCE MARK 2 HAVE BEEN BROKEN OFF, THE DISK IS STILL
 LQ0733'SECURE.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO THE REFERENCE
 LQ0733'MARKS, A DIFFERENCE IN THE DIRECTION WAS FOUND TO REFERENCE
 LQ0733'MARK 1 AND THE AZIMUTH MARK.
 LQ0733'
 LQ0733'A NEW DESCRIPTION FOLLOWS--
 LQ0733'
 LQ0733'STATION IS LOCATED ABOUT 15 MILES SOUTH OF U.S. HIGHWAY 40,
 LQ0733'ABOUT 14 MILES EAST-SOUTHEAST OF ELKO AND ABOUT 4 MILES
 LQ0733'NORTH-NORTHWEST OF LAMOVILLE ON THE HIGHEST POINT OF A LONG
 LQ0733'GRASSY RIDGE.
 LQ0733'
 LQ0733'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 LQ0733'46 IN ELKO, GO SOUTH EAST ON STATE HIGHWAY 46 FOR 6.7 MILES
 LQ0733'TO WHERE HIGHWAY TURNS SOUTH, CONTINUE STRAIGHT AHEAD, EAST
 LQ0733'FOR 3.4 MILES TO A SIDE ROAD LEFT AND SIGN LAMOILLE LOWER
 LQ0733'LAMOILLE, TURN LEFT AND FOLLOW GRAVEL ROAD FOR 3.8 MILES
 LQ0733'TO A SIDE RIGHT, CONTINUE FOR 3.8 MILES TO FORK AND SIGN
 LQ0733'RUBY MOUNTAIN HEREFORDS, TURN LEFT AND FOLLOW MAIN ROAD FOR
 LQ0733'0.3 MILE TO A REVERSE FORK, CONTINUE ON MAIN ROAD FOR 0.25
 LQ0733'MILE TO A TRACK SIDE ROAD LEFT, TURN LEFT AND FOLLOW TRACK
 LQ0733'FOR 0.45 MILE TO AZIMUTH MARK ON LEFT, CONTINUE ON TRACK
 LQ0733'ROAD FOR 0.15 MILE TO GATE, PASS THROUGH GATE AND CONTINUE
 LQ0733'FOR 0.1 MILE TO A SMALL DRAW ON RIGHT, TURN RIGHT AND
 LQ0733'FOLLOW DRAW UP HILL TO HIGHEST POINT AND STATION.
 LQ0733'
 LQ0733'STATION MARK, A STANDARD DISK STAMPED LEBERRSKI 1947, IS SET
 LQ0733'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LQ0733'THE MARK IS 7.7 FEET SOUTHEAST OF WITNESS POST.
 LQ0733'
 LQ0733'REFERENCE MARK 1, A STANDARD DISK STAMPED LEBERRSKI NO 1
 LQ0733'1947, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LQ0733'4 INCHES.  THE MARK IS 45.0 FEET EAST OF WITNESS POST.
 LQ0733'
 LQ0733'REFERENCE MARK 2, A STANDARD DISK STAMPED LEBERRSKI NO 2
 LQ0733'1947, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 LQ0733'THE MARK IS 45.3 FEET SOUTH OF WITNESS POST.
 LQ0733'
 LQ0733'AZIMUTH MARK, A STANDARD DISK STAMPED LEBERRSKI 1947, IS SET
 LQ0733'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES
 LQ0733'THE MARK IS 82 FEET WEST OF TRACK ROAD AND 1.7 FEET
 LQ0733'NORTHWEST OF WITNESS POST.
 LQ0733'
 LQ0733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 LQ0733'NORTH-NORTHWEST OF LAMOVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1201 ***********************************************************************
 JR1201  DESIGNATION -  LEDGE
 JR1201  PID         -  JR1201
 JR1201  STATE/COUNTY-  NV/DOUGLAS
 JR1201  USGS QUAD   -  MINDEN (1982)
 JR1201
 JR1201                         *CURRENT SURVEY CONTROL
 JR1201  ___________________________________________________________________
 JR1201* NAD 83(1994)-  38 57 02.19750(N)    119 52 29.69371(W)     ADJUSTED  
 JR1201* NAVD 88     -      2469.3    (meters)    8101.     (feet)  VERTCON   
 JR1201  ___________________________________________________________________
 JR1201  LAPLACE CORR-         -14.94  (seconds)                    DEFLEC99
 JR1201  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 JR1201
 JR1201  HORZ ORDER  -  THIRD
 JR1201
 JR1201.The horizontal coordinates were established by classical geodetic methods
 JR1201.and adjusted by the National Geodetic Survey in June 1998..
 JR1201
 JR1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1201
 JR1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1201
 JR1201.The geoid height was determined by GEOID03.
 JR1201
 JR1201;                    North         East     Units Scale Factor Converg.
 JR1201;SPC NV W     - 4,466,909.390   688,046.376   MT  1.00005429   -0 48 43.3
 JR1201;SPC NV W     -14,655,185.22  2,257,365.49   sFT  1.00005429   -0 48 43.3
 JR1201;SPC CA 2     -   644,678.078 2,184,184.387   MT  0.99991740   +1 20 23.3
 JR1201;SPC CA 2     - 2,115,081.33  7,165,944.94   sFT  0.99991740   +1 20 23.3
 JR1201;UTM  11      - 4,315,227.001   250,860.963   MT  1.00036438   -1 48 29.7
 JR1201
 JR1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1201!SPC NV W     -   0.99961653  x   1.00005429  =   0.99967080
 JR1201!SPC CA 2     -   0.99961653  x   0.99991740  =   0.99953397
 JR1201!UTM  11      -   0.99961653  x   1.00036438  =   0.99998077
 JR1201
 JR1201:                Primary Azimuth Mark                     Grid Az
 JR1201:SPC NV W     -  T 7                                      211 14 41.6
 JR1201:SPC CA 2     -  T 7                                      209 05 35.0
 JR1201:UTM  11      -  T 7                                      212 14 28.0
 JR1201
 JR1201|---------------------------------------------------------------------|
 JR1201| PID    Reference Object                     Distance      Geod. Az  |
 JR1201|                                                           dddmmss.s |
 JR1201| JR1265 T 7                                 APPROX. 3.2 KM 2102558.3 |
 JR1201|---------------------------------------------------------------------|
 JR1201
 JR1201                          SUPERSEDED SURVEY CONTROL
 JR1201
 JR1201  NAD 83(1992)-  38 57 02.19765(N)    119 52 29.69354(W) AD(       ) 3
 JR1201  NAD 83(1986)-  38 57 02.17691(N)    119 52 29.66300(W) AD(       ) 3
 JR1201  NAD 27      -  38 57 02.49670(N)    119 52 26.02412(W) AD(       ) 3
 JR1201  NGVD 29 (07/19/86) 2468.0    (m)         8097.     (f) VERT ANG       
 JR1201
 JR1201.Superseded values are not recommended for survey control.
 JR1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1201.See file dsdata.txt to determine how the superseded data were derived.
 JR1201
 JR1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5086115227(NAD 83)
 JR1201
 JR1201  HISTORY     - Date     Condition        Report By
 JR1201  HISTORY     - 1894     MONUMENTED       CGS
 JR1201
 JR1201                          STATION DESCRIPTION
 JR1201
 JR1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (CHS)
 JR1201'THIS STATION IS ABOUT 1-3/4 MILES E FROM STATION EAST PEAK
 JR1201'BUT IS NOT VISIBLE FROM IT, STATION BOULDER BEING DIRECTLY
 JR1201'IN LINE.  STATION IS ON THE EASTERN ONE OF TWO ROCKY HILLS,
 JR1201'ON THE S SIDE OF THE STREAM THAT FLOWS FROM THE SMALL LAKE
 JR1201'AT THE FOOT OF STATION BOULDER.
 JR1201'
 JR1201'THE POINT IS AN ISOLATED ONE AND IS COMPOSED ALMOST ENTIRELY
 JR1201'OF LARGE ROCKS AND BOULDERS.  STATION IS ON ONE OF THESE
 JR1201'BOULDERS AND IS MARKED BY A HOLE DRILLED IN THE ROCK.  IT
 JR1201'IS ON THE HIGHEST PART OF THE HILL BUT NOT THE HIGHEST ROCK,
 JR1201'THERE NOT BEING ROOM ENOUGH ON THAT TO SET UP THE INSTRUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1967 ***********************************************************************
 GR1967  DESIGNATION -  LEE
 GR1967  PID         -  GR1967
 GR1967  STATE/COUNTY-  NV/CLARK
 GR1967  USGS QUAD   -  GRIFFITH PEAK (1984)
 GR1967
 GR1967                         *CURRENT SURVEY CONTROL
 GR1967  ___________________________________________________________________
 GR1967* NAD 83(1994)-  36 08 18.49567(N)    115 41 24.26163(W)     ADJUSTED  
 GR1967* NAVD 88     -      1902.0    (meters)    6240.     (feet)  VERTCON   
 GR1967  ___________________________________________________________________
 GR1967  LAPLACE CORR-          10.04  (seconds)                    DEFLEC99
 GR1967  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 GR1967
 GR1967  HORZ ORDER  -  FIRST
 GR1967
 GR1967.The horizontal coordinates were established by classical geodetic methods
 GR1967.and adjusted by the National Geodetic Survey in June 1998..
 GR1967
 GR1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1967
 GR1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1967
 GR1967.The geoid height was determined by GEOID03.
 GR1967
 GR1967;                    North         East     Units Scale Factor Converg.
 GR1967;SPC NV E     - 8,154,038.997   190,393.799   MT  0.99990114   -0 03 46.6
 GR1967;SPC NV E     -26,752,042.94    624,650.32   sFT  0.99990114   -0 03 46.6
 GR1967;UTM  11      - 4,000,101.701   617,857.053   MT  0.99977115   +0 46 21.4
 GR1967
 GR1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1967!SPC NV E     -   0.99970572  x   0.99990114  =   0.99960689
 GR1967!UTM  11      -   0.99970572  x   0.99977115  =   0.99947693
 GR1967
 GR1967|---------------------------------------------------------------------|
 GR1967| PID    Reference Object                     Distance      Geod. Az  |
 GR1967|                                                           dddmmss.s |
 GR1967| CC5544 LEE RM                               12.430 METERS 08613     |
 GR1967| FS1336 KINGSTON                            APPROX.47.3 KM 2070117.0 |
 GR1967|---------------------------------------------------------------------|
 GR1967
 GR1967                          SUPERSEDED SURVEY CONTROL
 GR1967
 GR1967  NAD 83(1992)-  36 08 18.49680(N)    115 41 24.25906(W) AD(1991.35) 1
 GR1967  NAD 83(1992)-  36 08 18.49552(N)    115 41 24.25935(W) AD(       ) 1
 GR1967  NAD 83(1986)-  36 08 18.48943(N)    115 41 24.26077(W) AD(       ) 1
 GR1967  NAD 27      -  36 08 18.61100(N)    115 41 21.20400(W) AD(       ) 1
 GR1967  NGVD 29 (07/19/86) 1901.1    (m)         6237.     (f) VERT ANG       
 GR1967
 GR1967.Superseded values are not recommended for survey control.
 GR1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1967.See file dsdata.txt to determine how the superseded data were derived.
 GR1967
 GR1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA1785700102(NAD 83)
 GR1967_MARKER: DD = SURVEY DISK
 GR1967_SETTING: 66 = SET IN ROCK OUTCROP
 GR1967
 GR1967  HISTORY     - Date     Condition        Report By
 GR1967  HISTORY     - 1926     MONUMENTED       CGS
 GR1967  HISTORY     - 1969     GOOD             USGS
 GR1967
 GR1967                          STATION DESCRIPTION
 GR1967
 GR1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (WM)
 GR1967'ABOUT 12 MILES (AIR LINE) E OF THE MANSE RANCH IN PAHRUMP VALLEY,
 GR1967'ON ONE OF THE SPURS OF THE CHARLESTON RANGE OF MOUNTAINS.
 GR1967'
 GR1967'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 GR1967'OUTCROPPING ROCKS.
 GR1967'
 GR1967'REACHED FROM MANSE BY FOLLOWING MAIN ROAD SOUTHWARD 1-1/2 MILES
 GR1967'TO FORK AND SIGNBOARD.  TAKE LEFT HAND ROAD 100 YARDS TO FIRST
 GR1967'FORK.  TAKE LEFT HAND ROAD AND FOLLOW IN AN EASTERLY DIRECTION.
 GR1967'AFTER PASSING GATE IN DRIFT FENCE 11 MILES FROM MANSE, TAKE
 GR1967'RIGHT HAND ROAD LEADING TO THE LEE RANCH.  FOLLOW ABOUT 4 MILES
 GR1967'TO WHERE ROAD WINDS AROUND THE BASE OF THE MOUNTAIN TO THE
 GR1967'MOUNTAIN TO THE S.  STATION IS ON THE W END OF A RIDGE, WHICH
 GR1967'APPEARS TO BE A CONICAL HILL FROM THE VALLEY, AND LIES ABOUT 1
 GR1967'MILE S OF AND 1200 FEET ELEVATION ABOVE THE ROAD, 2 MILES SE
 GR1967'OF THE STATION, ACROSS A SADDLE, THE RIDGE RISES 600 FEET
 GR1967'HIGHER.  THE RIDGE IS COVERED WITH A SCATTERING GROWTH OF
 GR1967'JUNIPER, SOME OF WHICH WAS CUT TO CLEAR LINES.
 GR1967
 GR1967                          STATION RECOVERY (1969)
 GR1967
 GR1967'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GR1967'THE STATION MARK AND REFERENCE MARK WERE RECOVERED AS DESCRIBED IN
 GR1967'GOOD CONDITION.  HOWEVER DUE TO NUMBEROUS CHANGES A NEW DESCRIPTION
 GR1967'FOLLOWS--
 GR1967'
 GR1967'THE STATION IS LOCATED, AIRLINE, 17 MILES EAST-SOUTHEAST OF PAHRUMP,
 GR1967'NEVADA, 9 MILES SOUTH OF CHARLESTON PEAK AND ON ONE OF THE SPURS OF
 GR1967'THE CHARLESTON RANGE OF MOUNTAINS.
 GR1967'
 GR1967'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 16 AND 52
 GR1967'IN PAHRUMP, NEVADA GO SOUTHEASTERLY ON STATE ROUTE 16 FOR 9.5 MILES
 GR1967'TO A SIGN TROUT CANYON AND A SIDE ROAD LEFT, TURN LEFT AND GO
 GR1967'EASTERLY FOR 5.0 MILES TO A DRAIN, CONTINUE EASTERLY FOR 2.3
 GR1967'MILES, TURN SOUTH AND CONTINUE FOR 0.5 MILE TO A DRAIN (FROM HERE
 GR1967'THE STATION CAN BE SEEN AT 90 DEGREES MAGNETIC BEARING) CONTINUE
 GR1967'SOUTHERLY FOR 0.35 MILE TO THE END OF TRUCK TRAVEL AT THE
 GR1967'EXTREME WEST END OF A RIDGE.  FROM HERE PACK EASTERLY UP RIDGE LINE
 GR1967'FOR 1-1/2 MILE TO THE STATION , ABOUT A 1 TO 1-1/2 HOUR PACK.
 GR1967'
 GR1967'THE STATION IS MARKED BY A USC AND GS TRIANGULATION STATION DISK SET
 GR1967'IN OUTCROPPING BEDROCK.  THE DISK IS UNSTAMPED.  IT IS 3 FEET EAST
 GR1967'OF A 3 FEET HIGH ROCK CAIRN AND 18 FEET WEST OF A ROCK CIRCLE.
 GR1967'
 GR1967'REFERENCE MARK IS A USC AND GS REFERENCE MARK DISK SET IN OUTCROPPING
 GR1967'BEDROCK.  THE DISK IS UNSTAMPED.  IT IS 12.430 METERS EAST OF THE
 GR1967'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9111 ***********************************************************************
 AH9111  DESIGNATION -  LEE
 AH9111  PID         -  AH9111
 AH9111  STATE/COUNTY-  NV/CHURCHILL
 AH9111  USGS QUAD   -  BYERS CANYON (1990)
 AH9111
 AH9111                         *CURRENT SURVEY CONTROL
 AH9111  ___________________________________________________________________
 AH9111* NAD 83(1994)-  39 41 07.23213(N)    117 48 24.73431(W)     ADJUSTED  
 AH9111* NAVD 88     -      2697.8    (meters)    8851.     (feet)  VERTCON   
 AH9111  ___________________________________________________________________
 AH9111  LAPLACE CORR-           8.85  (seconds)                    DEFLEC99
 AH9111  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AH9111
 AH9111  HORZ ORDER  -  THIRD
 AH9111
 AH9111.The horizontal coordinates were established by classical geodetic methods
 AH9111.and adjusted by the National Geodetic Survey in February 1999..
 AH9111
 AH9111.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9111
 AH9111.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9111
 AH9111.The geoid height was determined by GEOID03.
 AH9111
 AH9111;                    North         East     Units Scale Factor Converg.
 AH9111;SPC NV W     - 4,547,967.162   866,602.201   MT  0.99995459   +0 29 45.0
 AH9111;SPC NV W     -14,921,122.26  2,843,177.39   sFT  0.99995459   +0 29 45.0
 AH9111;UTM  11      - 4,393,145.350   430,810.248   MT  0.99965894   -0 30 55.0
 AH9111
 AH9111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9111!SPC NV W     -   0.99958048  x   0.99995459  =   0.99953509
 AH9111!UTM  11      -   0.99958048  x   0.99965894  =   0.99923956
 AH9111
 AH9111                          SUPERSEDED SURVEY CONTROL
 AH9111
 AH9111  NGVD 29 (02/26/99) 2696.6    (m)         8847.     (f) VERT ANG       
 AH9111
 AH9111.Superseded values are not recommended for survey control.
 AH9111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9111.See file dsdata.txt to determine how the superseded data were derived.
 AH9111
 AH9111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD3081093145(NAD 83)
 AH9111_MARKER: DS = TRIANGULATION STATION DISK
 AH9111_SETTING: 66 = SET IN ROCK OUTCROP
 AH9111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9111+STABILITY: POSITION/ELEVATION WELL
 AH9111
 AH9111  HISTORY     - Date     Condition        Report By
 AH9111  HISTORY     - 1965     MONUMENTED       USGS
 AH9111
 AH9111                          STATION DESCRIPTION
 AH9111
 AH9111'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH9111'LOCATED ABOUT 42 MI. (AIRLINE) WNW. OF AUSTIN, ABOUT 37.5 MI. NE. OF
 AH9111'FRENCHMAN, ABOUT 26.5 MI. N. OF EASTGATE, ON A HIGH PROMINENT CONICAL
 AH9111'PEAK IN THE CLAN ALPINE MOUNTAINS. STATION REACHED BY HELICOPTER.
 AH9111'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED---LEE 1965---
 AH9111'CEMENTED IN DRILL HOLE IN ROCK OUTCROP. REFERENCE MARK NO. 1--A
 AH9111'STANDARD TABLET STAMPED---NO 1 1965--- CEMENTED IN DRILL HOLE IN LARGE
 AH9111'BOULDER, 12.07 FT. FROM STATION MARK IN DIRECT 256 DEGREES 42 MINUTES
 AH9111'AND 2.5 FT. LOWER. REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---NO
 AH9111'2 1965--- CEMENTED IN DRILL HOLE IN LARGE BOULDER, 15.53 FT. FROM
 AH9111'STATION MARK IN DIRECT 352 DEGREES 46 MINUTES AND 2.4 FT. LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9364 ***********************************************************************
 AH9364  DESIGNATION -  LEE
 AH9364  PID         -  AH9364
 AH9364  STATE/COUNTY-  NV/ELKO
 AH9364  USGS QUAD   -  LAMOILLE (1990)
 AH9364
 AH9364                         *CURRENT SURVEY CONTROL
 AH9364  ___________________________________________________________________
 AH9364* NAD 83(1994)-  40 37 33.49194(N)    115 29 23.70512(W)     ADJUSTED  
 AH9364* NAVD 88     -      3361.8    (meters)   11030.     (feet)  VERTCON   
 AH9364  ___________________________________________________________________
 AH9364  LAPLACE CORR-          12.73  (seconds)                    DEFLEC99
 AH9364  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 AH9364
 AH9364  HORZ ORDER  -  THIRD
 AH9364
 AH9364.The horizontal coordinates were established by classical geodetic methods
 AH9364.and adjusted by the National Geodetic Survey in March 1999..
 AH9364
 AH9364.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9364
 AH9364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9364
 AH9364.The geoid height was determined by GEOID03.
 AH9364
 AH9364;                    North         East     Units Scale Factor Converg.
 AH9364;SPC NV E     - 8,652,117.795   207,902.981   MT  0.99990077   +0 03 39.0
 AH9364;SPC NV E     -28,386,156.47    682,095.03   sFT  0.99990077   +0 03 39.0
 AH9364;UTM  11      - 4,498,333.540   627,717.696   MT  0.99980078   +0 59 00.1
 AH9364
 AH9364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9364!SPC NV E     -   0.99947577  x   0.99990077  =   0.99937659
 AH9364!UTM  11      -   0.99947577  x   0.99980078  =   0.99927666
 AH9364
 AH9364                          SUPERSEDED SURVEY CONTROL
 AH9364
 AH9364  NGVD 29 (03/11/99) 3360.4    (m)        11025.     (f) VERT ANG       
 AH9364
 AH9364.Superseded values are not recommended for survey control.
 AH9364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9364.See file dsdata.txt to determine how the superseded data were derived.
 AH9364
 AH9364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE2771898334(NAD 83)
 AH9364_MARKER: DS = TRIANGULATION STATION DISK
 AH9364_SETTING: 66 = SET IN ROCK OUTCROP
 AH9364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9364+STABILITY: POSITION/ELEVATION WELL
 AH9364
 AH9364  HISTORY     - Date     Condition        Report By
 AH9364  HISTORY     - 1929     MONUMENTED       USGS
 AH9364
 AH9364                          STATION DESCRIPTION
 AH9364
 AH9364'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 AH9364'LOCATED ABOUT 8 MI NE OF LEE POST OFFICE, AND 0.75 MI W OF RUBY DOME
 AH9364'AND 250 FT LOWER AT SUMMIT OF MOUNTAIN BETWEEN HEADS OF LEE AND WELSH
 AH9364'CREEKS ON W SIDE OF RUBY MOUNTAINS. STATION MARK--STANDARD TABLET
 AH9364'STAMPED---LGS 1929 LEE 1961---SET IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0926 ***********************************************************************
 GS0926  DESIGNATION -  LEES
 GS0926  PID         -  GS0926
 GS0926  STATE/COUNTY-  NV/NYE
 GS0926  USGS QUAD   -  ASHTON (1987)
 GS0926
 GS0926                         *CURRENT SURVEY CONTROL
 GS0926  ___________________________________________________________________
 GS0926* NAD 83(1994)-  36 37 51.18490(N)    116 39 43.39052(W)     ADJUSTED  
 GS0926* NAVD 88     -      1101.5    (meters)    3614.     (feet)  VERTCON   
 GS0926  ___________________________________________________________________
 GS0926  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 GS0926  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GS0926
 GS0926  HORZ ORDER  -  SECOND
 GS0926
 GS0926.The horizontal coordinates were established by classical geodetic methods
 GS0926.and adjusted by the National Geodetic Survey in June 1998..
 GS0926
 GS0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0926
 GS0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0926
 GS0926.The geoid height was determined by GEOID03.
 GS0926
 GS0926;                    North         East     Units Scale Factor Converg.
 GS0926;SPC NV C     - 6,208,669.515   500,412.612   MT  0.99990000   +0 00 09.9
 GS0926;SPC NV C     -20,369,609.90  1,641,770.38   sFT  0.99990000   +0 00 09.9
 GS0926;SPC CA 4     -   646,523.052 2,209,073.143   MT  0.99994077   +1 23 41.2
 GS0926;SPC CA 4     - 2,121,134.38  7,247,600.80   sFT  0.99994077   +1 23 41.2
 GS0926;UTM  11      - 4,053,979.650   530,213.975   MT  0.99961125   +0 12 05.9
 GS0926
 GS0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0926!SPC NV C     -   0.99983156  x   0.99990000  =   0.99973157
 GS0926!SPC CA 4     -   0.99983156  x   0.99994077  =   0.99977234
 GS0926!UTM  11      -   0.99983156  x   0.99961125  =   0.99944287
 GS0926
 GS0926:                Primary Azimuth Mark                     Grid Az
 GS0926:SPC NV C     -  ASHTON                                   021 01 01.0
 GS0926:SPC CA 4     -  ASHTON                                   019 37 29.7
 GS0926:UTM  11      -  ASHTON                                   020 49 05.0
 GS0926
 GS0926|---------------------------------------------------------------------|
 GS0926| PID    Reference Object                     Distance      Geod. Az  |
 GS0926|                                                           dddmmss.s |
 GS0926| GS0479 ASHTON                              APPROX.10.6 KM 0210110.9 |
 GS0926| CC5547 LEES RM 2                             5.729 METERS 23156     |
 GS0926| CC5546 LEES RM 1                             5.482 METERS 35859     |
 GS0926|---------------------------------------------------------------------|
 GS0926
 GS0926                          SUPERSEDED SURVEY CONTROL
 GS0926
 GS0926  NAD 83(1992)-  36 37 51.17700(N)    116 39 43.39599(W) AD(1991.35) 2
 GS0926  NAD 83(1992)-  36 37 51.17417(N)    116 39 43.39375(W) AD(       ) 2
 GS0926  NAD 83(1986)-  36 37 51.17565(N)    116 39 43.39711(W) AD(       ) 2
 GS0926  NAD 27      -  36 37 51.33800(N)    116 39 40.20300(W) AD(       ) 2
 GS0926  NGVD 29 (07/19/86) 1100.7    (m)         3611.     (f) VERT ANG       
 GS0926
 GS0926.Superseded values are not recommended for survey control.
 GS0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0926.See file dsdata.txt to determine how the superseded data were derived.
 GS0926
 GS0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA3021453980(NAD 83)
 GS0926_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GS0926_SETTING: 80 = SET IN A BOULDER
 GS0926_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GS0926
 GS0926  HISTORY     - Date     Condition        Report By
 GS0926  HISTORY     - 1949     MONUMENTED       CGS
 GS0926
 GS0926                          STATION DESCRIPTION
 GS0926
 GS0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0926'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE WESTERN
 GS0926'END OF A SMALL RANGE OF MOUNTAINS WHICH IS LOCATED ABOUT 20
 GS0926'MILES SOUTHEAST OF BEATTY, 15 MILES WEST OF LATHROP WELLS,
 GS0926'6 MILES SOUTHWEST OF U.S. HIGHWAY 95, AND 2 MILES NORTHEAST
 GS0926'OF THE CALIFORNIA-NEVADA STATE LINE.  THE STATION MARK IS 30
 GS0926'FEET FROM THE MOST WESTERLY POINT OF THE RIDGE, 20 FEET FROM
 GS0926'THE SOUTHERN SLOPE OF THE RIDGE AND 10 FEET FROM THE NORTHERN
 GS0926'SLOPE OF THE RIDGE.  IT IS A STANDARD DISK SET IN OUTCROPPING
 GS0926'BEDROCK.  IT IS STAMPED LEES 1949.
 GS0926'
 GS0926'REFERENCE MARK NO. 1 IS SET IN OUTCROPPING BEDROCK.  IT IS
 GS0926'ONE FOOT BELOW THE LEVEL OF THE STATION MARK.  IT IS STAMPED
 GS0926'LEES NO 1 1949.
 GS0926'
 GS0926'REFERENCE MARK NO. 2 IS SET IN OUTCROPPING BEDROCK.  IT IS
 GS0926'1.7 FEET BELOW THE LEVEL OF THE STATION MARK.  IT IS STAMPED
 GS0926'LEES NO 2 1949.
 GS0926'
 GS0926'STATION ASHTON WILL SERVE AS AN AZIMUTH MARK.
 GS0926'
 GS0926'TO REACH FROM BEATTY AT JUNCTION OF U.S. HIGHWAY 95 AND STATE
 GS0926'HIGHWAY 58, GO SOUTH 14.0 MILES TO A DIRT CROSSROAD.  TURN
 GS0926'RIGHT OFF U.S. HIGHWAY 95 AND TAKE BLADED ROAD WESTWARD FOR
 GS0926'2.3 MILES TO A Y FORK AT AN OLD RAILROAD BED.  AFTER CROSSING
 GS0926'RAILROAD BED CONTINUE WEST 2.35 MILES TO A CROSSROAD.  KEEP
 GS0926'STRAIGHT AHEAD, WEST, FOR 2.1 MILES TO A Y FORK.  TAKE LEFT
 GS0926'FORK, SOUTHWEST, FOR 0.45 MILE.  AGAIN KEEP LEFT FORK OF Y
 GS0926'TRACKS FOR 0.8 MILE TO ANOTHER Y FORK OF TRACKS.  AT Y FORKS
 GS0926'OF TRACKS KEEP TRACKS TO RIGHT AND TOWARDS HILL, WOUTHEAST,
 GS0926'PASSING THROUGH SANDY WASH WHERE JUST ON LEFT IS AN OLD
 GS0926'SHAFT.  FOLLOW TRACKS IN A SOUTHERLY DIRECTION UP RIDGE.  END
 GS0926'OF TRUCK TRAVEL IS HIGH UP ON RIDGE.  STATION IS IN
 GS0926'BEARING 122 DEG TRUE.  FROM END OF TRUCK TRAVEL PACK UP
 GS0926'SLOPE AND RIDGES TO THE HIGHEST POINT AND THE STATION.  A
 GS0926'30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0318 ***********************************************************************
 KP0318  DESIGNATION -  LEHMAN
 KP0318  PID         -  KP0318
 KP0318  STATE/COUNTY-  NV/WHITE PINE
 KP0318  USGS QUAD   -  LEHMAN CAVES (1986)
 KP0318
 KP0318                         *CURRENT SURVEY CONTROL
 KP0318  ___________________________________________________________________
 KP0318* NAD 83(1994)-  39 01 13.43921(N)    114 11 17.02100(W)     ADJUSTED  
 KP0318* NAVD 88     -      1923.2    (meters)    6310.     (feet)  VERTCON   
 KP0318  ___________________________________________________________________
 KP0318  LAPLACE CORR-          -8.81  (seconds)                    DEFLEC99
 KP0318  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 KP0318
 KP0318  HORZ ORDER  -  SECOND
 KP0318
 KP0318.The horizontal coordinates were established by classical geodetic methods
 KP0318.and adjusted by the National Geodetic Survey in June 1998..
 KP0318
 KP0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0318
 KP0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0318
 KP0318.The geoid height was determined by GEOID03.
 KP0318
 KP0318;                    North         East     Units Scale Factor Converg.
 KP0318;SPC NV E     - 8,474,789.291   320,823.096   MT  1.00007970   +0 52 42.8
 KP0318;SPC NV E     -27,804,371.20  1,052,567.11   sFT  1.00007970   +0 52 42.8
 KP0318;SPC UT C     - 2,079,776.711   267,245.043   MT  0.99999908   -1 43 18.9
 KP0318;UTM  11      - 4,322,803.111   743,441.222   MT  1.00032980   +1 46 16.5
 KP0318
 KP0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0318!SPC NV E     -   0.99970154  x   1.00007970  =   0.99978122
 KP0318!SPC UT C     -   0.99970154  x   0.99999908  =   0.99970062
 KP0318!UTM  11      -   0.99970154  x   1.00032980  =   1.00003125
 KP0318
 KP0318:                Primary Azimuth Mark                     Grid Az
 KP0318:SPC NV E     -  LEHMAN AZ MK                             223 05 26.4
 KP0318:SPC UT C     -  LEHMAN AZ MK                             225 41 28.1
 KP0318:UTM  11      -  LEHMAN AZ MK                             222 11 52.7
 KP0318
 KP0318|---------------------------------------------------------------------|
 KP0318| PID    Reference Object                     Distance      Geod. Az  |
 KP0318|                                                           dddmmss.s |
 KP0318| DD6160 LEHMAN AZ MK                                       2235809.2 |
 KP0318| DD6161 LEHMAN RM 1                           8.660 METERS 22531     |
 KP0318| DD6162 LEHMAN RM 2                          11.970 METERS 30417     |
 KP0318|---------------------------------------------------------------------|
 KP0318
 KP0318                          SUPERSEDED SURVEY CONTROL
 KP0318
 KP0318  NAD 83(1994)-  39 01 13.43919(N)    114 11 17.02101(W) AD(       ) 2
 KP0318  NAD 83(1986)-  39 01 13.43514(N)    114 11 17.02498(W) AD(       ) 2
 KP0318  NAD 27      -  39 01 13.62830(N)    114 11 14.04560(W) AD(       ) 2
 KP0318  NGVD 29 (07/19/86) 1922.0    (m)         6306.     (f) VERT ANG       
 KP0318
 KP0318.Superseded values are not recommended for survey control.
 KP0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0318.See file dsdata.txt to determine how the superseded data were derived.
 KP0318
 KP0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD4344122803(NAD 83)
 KP0318_MARKER: DS = TRIANGULATION STATION DISK
 KP0318_SETTING: 66 = SET IN ROCK OUTCROP
 KP0318
 KP0318  HISTORY     - Date     Condition        Report By
 KP0318  HISTORY     - 1957     MONUMENTED       CGS
 KP0318  HISTORY     - 1972     GOOD             LOCSUR
 KP0318
 KP0318                          STATION DESCRIPTION
 KP0318
 KP0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 KP0318'THE STATION IS LOCATED AIRLINE, ABOUT 9 MILES NORTHWEST OF
 KP0318'GARRISON, ABOUT 4 MILES WEST-NORTHWEST OF BAKER AND ABOUT 1-1/2
 KP0318'MILES EAST OF LEHMAN CAVE, ON A LOW, ROCKY HILL.
 KP0318'
 KP0318'THE STATION IS A STANDARD DISK STAMPED LEHMAN 1957 SET IN A
 KP0318'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6 INCHES
 KP0318'ABOVE THE GROUND.  IT IS 5 FEET EAST OF A SMALL CAIRN.
 KP0318'
 KP0318'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LEHMAN NO
 KP0318'1 1957 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 KP0318'FLUSH WITH THE GROUND AND IS ABOUT 2 FEET HIGHER THAN THE
 KP0318'STATION.
 KP0318'
 KP0318'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LEHMAN NO
 KP0318'2 1957 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 KP0318'ABOUT 1 FOOT ABOVE THE GROUND AND IS ABOUT 18 INCHES LOWER THAN
 KP0318'THE STATION.
 KP0318'
 KP0318'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEHMAN 1957 SET IN
 KP0318'A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 8 INCHES
 KP0318'ABOVE THE GROUND.  IT IS ABOUT 100 YARDS NORTH OF A FENCE
 KP0318'CORNER, 69 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD WHICH
 KP0318'LEADS TO LEHMAN CAVE AND 4 FEET NORTHWEST OF A MEDIUM SIZED
 KP0318'CAIRN.
 KP0318'
 KP0318'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON
 KP0318'THE PAVED ROAD TOWARDS LEHMAN CAVE FOR 0.65 MILE TO A CAIRN ON
 KP0318'THE LEFT, EAST SIDE AND THE AZIMUTH MARK.
 KP0318'
 KP0318'TO REACH THE STATION FROM THE POST OFFICE IN BAKER, GO WESTERLY
 KP0318'ON THE PAVED ROAD TOWARDS LEHMAN CAVE FOR 3.4 MILES TO A SIDE
 KP0318'ROAD ON THE RIGHT, NORTH SIDE AND THE END OF TRUCK TRAVEL.
 KP0318'PACK NORTH UP THE HILL SIDE TO THE TOP, A SMALL CAIRN AND THE
 KP0318'STATION.  THIS IS ABOUT A 5 MINUTE PACK.
 KP0318'
 KP0318'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
 KP0318
 KP0318                          STATION RECOVERY (1972)
 KP0318
 KP0318'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (MAL)
 KP0318'RECOVERED BY GREAT BASIN AERIAL SERVICES.
 KP0318'
 KP0318'LEHMAN-GOOD AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR2530 ***********************************************************************
 HR2530  DESIGNATION -  LEIDY
 HR2530  PID         -  HR2530
 HR2530  STATE/COUNTY-  NV/ESMERALDA
 HR2530  USGS QUAD   -  DYER (1994)
 HR2530
 HR2530                         *CURRENT SURVEY CONTROL
 HR2530  ___________________________________________________________________
 HR2530* NAD 83(1994)-  37 42 58.40466(N)    118 02 57.25146(W)     ADJUSTED  
 HR2530* NAVD 88     -      1476.     (meters)    4843.     (feet)  SCALED    
 HR2530  ___________________________________________________________________
 HR2530  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 HR2530  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 HR2530
 HR2530  HORZ ORDER  -  THIRD
 HR2530
 HR2530.The horizontal coordinates were established by classical geodetic methods
 HR2530.and adjusted by the National Geodetic Survey in June 1998..
 HR2530
 HR2530.The orthometric height was scaled from a topographic map.
 HR2530
 HR2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2530
 HR2530.The geoid height was determined by GEOID03.
 HR2530
 HR2530;                    North         East     Units Scale Factor Converg.
 HR2530;SPC NV W     - 4,329,243.607   847,086.693   MT  0.99992730   +0 19 36.3
 HR2530;SPC NV W     -14,203,526.73  2,779,150.26   sFT  0.99992730   +0 19 36.3
 HR2530;SPC CA 3     -   637,806.465 2,216,043.458   MT  0.99992936   +1 30 01.6
 HR2530;SPC CA 3     - 2,092,536.71  7,270,469.25   sFT  0.99992936   +1 30 01.6
 HR2530;UTM  11      - 4,174,848.213   407,524.678   MT  0.99970533   -0 38 30.9
 HR2530
 HR2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2530!SPC NV W     -   0.99977246  x   0.99992730  =   0.99969977
 HR2530!SPC CA 3     -   0.99977246  x   0.99992936  =   0.99970183
 HR2530!UTM  11      -   0.99977246  x   0.99970533  =   0.99947785
 HR2530
 HR2530:                Primary Azimuth Mark                     Grid Az
 HR2530:SPC NV W     -  MCBRIDES POST                            198 06 57.1
 HR2530:SPC CA 3     -  MCBRIDES POST                            196 56 31.8
 HR2530:UTM  11      -  MCBRIDES POST                            199 05 04.3
 HR2530
 HR2530|---------------------------------------------------------------------|
 HR2530| PID    Reference Object                     Distance      Geod. Az  |
 HR2530|                                                           dddmmss.s |
 HR2530| HR2533 MCBRIDES POST                       APPROX. 9.4 KM 1982633.4 |
 HR2530| HR2531 T 67                                APPROX. 7.8 KM 2292616.7 |
 HR2530|---------------------------------------------------------------------|
 HR2530
 HR2530                          SUPERSEDED SURVEY CONTROL
 HR2530
 HR2530  NAD 83(1992)-  37 42 58.39966(N)    118 02 57.25007(W) AD(       ) 3
 HR2530  NAD 83(1986)-  37 42 58.40968(N)    118 02 57.24270(W) AD(       ) 3
 HR2530  NAD 27      -  37 42 58.62300(N)    118 02 53.90000(W) AD(       ) 3
 HR2530
 HR2530.Superseded values are not recommended for survey control.
 HR2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2530.See file dsdata.txt to determine how the superseded data were derived.
 HR2530
 HR2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB0752574848(NAD 83)
 HR2530
 HR2530  HISTORY     - Date     Condition        Report By
 HR2530  HISTORY     - 1895     MONUMENTED       CGS
 HR2530  HISTORY     - 1962     SEE DESCRIPTION  USGS
 HR2530
 HR2530                          STATION DESCRIPTION
 HR2530
 HR2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HR2530'STATION IS ON THE S SIDE OF FISH LAKE VALLEY JUST AS THE GROUND
 HR2530'BEGINS TO RISE TO THE FOOTHILLS, ABOUT A MILE FROM THE LEIDY
 HR2530'RANCH, DIRECTLY SE FROM THE LANE TO THE RANCH.
 HR2530'
 HR2530'STATION IS MARKED BY DRILL HOLE IN LARGE LAVA BOULDER.
 HR2530
 HR2530                          STATION RECOVERY (1962)
 HR2530
 HR2530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HR2530'STATION WAS FOUND IN GOOD CONDITION.  IT IS A DRILL HOLE IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0317 ***********************************************************************
 HP0317  DESIGNATION -  LEITH
 HP0317  PID         -  HP0317
 HP0317  STATE/COUNTY-  NV/LINCOLN
 HP0317  USGS QUAD   -  BLUE NOSE PEAK (1973)
 HP0317
 HP0317                         *CURRENT SURVEY CONTROL
 HP0317  ___________________________________________________________________
 HP0317* NAD 83(1994)-  37 12 25.03834(N)    114 21 52.07605(W)     ADJUSTED  
 HP0317* NAVD 88     -      1604.5    (meters)    5264.     (feet)  VERTCON   
 HP0317  ___________________________________________________________________
 HP0317  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 HP0317  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 HP0317
 HP0317  HORZ ORDER  -  FIRST
 HP0317
 HP0317.The horizontal coordinates were established by classical geodetic methods
 HP0317.and adjusted by the National Geodetic Survey in June 1998..
 HP0317
 HP0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0317
 HP0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0317
 HP0317.The geoid height was determined by GEOID03.
 HP0317
 HP0317;                    North         East     Units Scale Factor Converg.
 HP0317;SPC NV E     - 8,273,289.104   308,190.101   MT  1.00004414   +0 44 13.6
 HP0317;SPC NV E     -27,143,282.67  1,011,120.36   sFT  1.00004414   +0 44 13.6
 HP0317;UTM  11      - 4,121,085.068   733,884.774   MT  1.00027390   +1 35 39.9
 HP0317
 HP0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0317!SPC NV E     -   0.99975221  x   1.00004414  =   0.99979634
 HP0317!UTM  11      -   0.99975221  x   1.00027390  =   1.00002604
 HP0317
 HP0317|---------------------------------------------------------------------|
 HP0317| PID    Reference Object                     Distance      Geod. Az  |
 HP0317|                                                           dddmmss.s |
 HP0317| DD6164 LEITH RM 1                            5.835 METERS 06129     |
 HP0317| DD6163 LEITH AZ MK                                        1751137.5 |
 HP0317| DD6165 LEITH RM 2                            4.011 METERS 31607     |
 HP0317|---------------------------------------------------------------------|
 HP0317
 HP0317                          SUPERSEDED SURVEY CONTROL
 HP0317
 HP0317  NAD 83(1994)-  37 12 25.03743(N)    114 21 52.07512(W) AD(       ) 1
 HP0317  NAD 83(1992)-  37 12 25.03416(N)    114 21 52.07486(W) AD(       ) 1
 HP0317  NAD 83(1986)-  37 12 25.03261(N)    114 21 52.07426(W) AD(       ) 1
 HP0317  NAD 27      -  37 12 25.13900(N)    114 21 49.12300(W) AD(       ) 1
 HP0317  NGVD 29 (07/19/86) 1603.6    (m)         5261.     (f) VERT ANG       
 HP0317
 HP0317.Superseded values are not recommended for survey control.
 HP0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0317.See file dsdata.txt to determine how the superseded data were derived.
 HP0317
 HP0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB3388521085(NAD 83)
 HP0317_MARKER: DS = TRIANGULATION STATION DISK
 HP0317_SETTING: 66 = SET IN ROCK OUTCROP
 HP0317_SP_SET: PARTIALLY EXPOSED BEDROCK
 HP0317
 HP0317  HISTORY     - Date     Condition        Report By
 HP0317  HISTORY     - 1944     MONUMENTED       CGS
 HP0317
 HP0317                          STATION DESCRIPTION
 HP0317
 HP0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0317'STATION IS APPROXIMATELY 39 MILES NNE OF MOAPA, APPROXIMATELY
 HP0317'9 MILES (AIR LINE) NE OF CARP, AND APPROXIMATELY 7 MILES
 HP0317'(AIR LINE) SE OF THE LEITH SIDING ON THE UNION PACIFIC RAILROAD
 HP0317'IN THE MEADOW VALLEY WASH.  IT IS ON THE SUMMIT OF A PROMINENT,
 HP0317'BALD, ROUND MOUNTAIN WHICH IS THE FIRST HIGH MOUNTAIN N OF
 HP0317'CARP IN THE RANGE ALONG THE E SIDE OF MEADOW VALLEY WASH.
 HP0317'
 HP0317'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 HP0317'WITH THE GROUND.  IT IS STAMPED LEITH 1944 AND IS 20 FEET
 HP0317'SW OF THE HIGHEST POINT OF THE MOUNTAIN.
 HP0317'
 HP0317'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0317'WHICH PROJECTS 22 INCHES (APPROXIMATELY) ABOVE THE GROUND.
 HP0317'IT IS ON THE HIGHEST POINT OF THE MOUNTAIN AND IS STAMPED
 HP0317'LEITH NO 1 1944.
 HP0317'
 HP0317'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0317'WHICH PROJECTS APPROXIMATELY 20 INCHES ABOVE THE GROUND.
 HP0317'IT IS APPROXIMATELY 4 INCHES LOWER THAN THE STATION MARK
 HP0317'AND IS STAMPED LEITH NO 2 1944.
 HP0317'
 HP0317'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER 44
 HP0317'BY 30 BY 34 INCHES AND IS 7 FEET W OF A 5-FOOT CAIRN.  IT
 HP0317'IS STAMPED LEITH 1944 AND IS ON THE RIDGE LEADING TO THE
 HP0317'STATION.
 HP0317'
 HP0317'TO REACH STATION FROM CARP, GO N ON ROAD UP THE MEADOW VALLEY
 HP0317'WASH FOR 3.3 MILES TO STATION CLAUDE AND THE JUNCTION OF
 HP0317'THE HILL ROAD AND THE CANYON ROAD.  TURN RIGHT HERE AND GO
 HP0317'E ACROSS THE WASH 0.4 MILE TO A FENCE CORNER ON THE RIGHT,
 HP0317'TURN RIGHT HERE AND GO S AND E ON A TRACK ROAD THAT LEADS
 HP0317'OUT OVER THE HILLS 4.9 MILES.  TAKE THE LEFT FORK NEAR THE
 HP0317'TOP OF THE PASS AND CONTINUE E 1.0 MILE, THEN TURN LEFT OFF
 HP0317'THE ROAD AND GO N CROSS COUNTRY 2.5 MILES TO END OF TRUCK
 HP0317'TRAVEL.  FROM HERE PACK N, HEADING TOWARD THE HIGHEST PEAK,
 HP0317'PASSING INTO THE MAIN WASH ALONG STOCK TRAILS TO A FORK IN
 HP0317'THE WASH AT THE BASE OF THE PEAK.  CONTINUE 1/2 MILE UP THE
 HP0317'DIVIDE TO THE PEAK AND THE STATION.
 HP0317'
 HP0317'HEIGHT OF LIGHT ABOVE STATION MARK - 0.3 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1867 ***********************************************************************
 KR1867  DESIGNATION -  LEMMON
 KR1867  PID         -  KR1867
 KR1867  STATE/COUNTY-  NV/WASHOE
 KR1867  USGS QUAD   -  BEDELL FLAT (1980)
 KR1867
 KR1867                         *CURRENT SURVEY CONTROL
 KR1867  ___________________________________________________________________
 KR1867* NAD 83(1994)-  39 46 44.69256(N)    119 51 11.97216(W)     ADJUSTED  
 KR1867* NAVD 88     -      2192.4    (meters)    7193.     (feet)  VERTCON   
 KR1867  ___________________________________________________________________
 KR1867  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 KR1867  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 KR1867
 KR1867  HORZ ORDER  -  THIRD
 KR1867
 KR1867.The horizontal coordinates were established by classical geodetic methods
 KR1867.and adjusted by the National Geodetic Survey in June 1998..
 KR1867
 KR1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1867
 KR1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1867
 KR1867.The geoid height was determined by GEOID03.
 KR1867
 KR1867;                    North         East     Units Scale Factor Converg.
 KR1867;SPC NV W     - 4,558,857.226   691,211.026   MT  1.00004566   -0 48 45.6
 KR1867;SPC NV W     -14,956,850.75  2,267,748.17   sFT  1.00004566   -0 48 45.6
 KR1867;UTM  11      - 4,407,132.723   255,639.396   MT  1.00033519   -1 49 35.6
 KR1867
 KR1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1867!SPC NV W     -   0.99965989  x   1.00004566  =   0.99970554
 KR1867!UTM  11      -   0.99965989  x   1.00033519  =   0.99999497
 KR1867
 KR1867|---------------------------------------------------------------------|
 KR1867| PID    Reference Object                     Distance      Geod. Az  |
 KR1867|                                                           dddmmss.s |
 KR1867| CS7122 LEMMON RM 1                           8.336 METERS 17849     |
 KR1867| CS7123 LEMMON RM 2                           5.288 METERS 27811     |
 KR1867|---------------------------------------------------------------------|
 KR1867
 KR1867                          SUPERSEDED SURVEY CONTROL
 KR1867
 KR1867  NAD 83(1992)-  39 46 44.69526(N)    119 51 11.97184(W) AD(       ) 3
 KR1867  NAD 83(1986)-  39 46 44.70082(N)    119 51 11.96643(W) AD(       ) 3
 KR1867  NGVD 29 (10/14/92) 2191.2    (m)         7189.     (f) VERT ANG       
 KR1867
 KR1867.Superseded values are not recommended for survey control.
 KR1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1867.See file dsdata.txt to determine how the superseded data were derived.
 KR1867
 KR1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE5563907133(NAD 83)
 KR1867_MARKER: DS = TRIANGULATION STATION DISK
 KR1867_SETTING: 80 = SET IN A BOULDER
 KR1867_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KR1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1867+STABILITY: SURFACE MOTION
 KR1867
 KR1867  HISTORY     - Date     Condition        Report By
 KR1867  HISTORY     - 1948     MONUMENTED       USGS
 KR1867  HISTORY     - 1956     GOOD             USGS
 KR1867  HISTORY     - 1976     GOOD             USGS
 KR1867
 KR1867                          STATION DESCRIPTION
 KR1867
 KR1867'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 KR1867'DESCRIBED BY NSHD IN 1946.  THEIR LOCATED FOLLOWS.
 KR1867'
 KR1867'LOCATED ABOUT 9 MI N. OF LEMMON VALLEY AIR BASE N. OF RENO.  ON
 KR1867'HIGHEST SUMMIT OF MOUNTAIN.
 KR1867'
 KR1867'SEE 1976 RECOVERY FOR TO REACH.
 KR1867'
 KR1867'STATION MARK--STANDARD TABLET STAMPED---LEMMON 1948---, CEMENTED IN
 KR1867'DRILL HOLE.  (REPLACES 1946 INTERSECTED DRILL HOLE STATION LEMON
 KR1867'CAIRN NHD)
 KR1867'
 KR1867'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN 2-1/2 FT
 KR1867'BOULDER, 1 FT ABOVE GROUND.
 KR1867'
 KR1867'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN 4-FT
 KR1867'BOULDER, 6 INCHES ABOVE GROUND.
 KR1867
 KR1867                          STATION RECOVERY (1956)
 KR1867
 KR1867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KR1867'RECOVERED AS DESCRIBED BY NSHD.  ALL MARKS IN GOOD CONDITION.
 KR1867
 KR1867                          STATION RECOVERY (1976)
 KR1867
 KR1867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KR1867'RECOVERED AS DESCRIBED BY NSHD.  ALL MARKS IN GOOD CONDITION.
 KR1867'
 KR1867'TO REACH FROM INTERSECTION OF LEMMON DRIVE AND MILITARY RD. IN
 KR1867'LEMMON VALLEY, DRIVE 4.45 MI NE. THEN NW. ON LEMMON DRIVE TO
 KR1867'INTERSECTION OF IDAHO DRIVE.  TURN RIGHT FOLLOWING IDAHO DRIVE
 KR1867'1.45 MI N. TO X-RD. AND END OF IDAHO DRIVE.  KEEP STRAIGHT AHEAD
 KR1867'ON MAIN TRACK RD. 6.95 MI TO Y-RD.  TURN LEFT ON TRACK RD. 1.0 MI
 KR1867'NW. TO Y-RD. LEFT NEAR SADDLE.  TURN LEFT ON JEEP TRAIL ABOUT 2.5
 KR1867'MI TO END OF TRUCK TRAVEL ON HIGH RIDGE OF MOUNTAIN.  PACK S.
 KR1867'ALONG RIDGE TO HIGHEST POINT OF MOUNTAIN AND STATION.  A
 KR1867'20-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1922 ***********************************************************************
 GR1922  DESIGNATION -  LEN
 GR1922  PID         -  GR1922
 GR1922  STATE/COUNTY-  NV/CLARK
 GR1922  USGS QUAD   -  VALLEY (1982)
 GR1922
 GR1922                         *CURRENT SURVEY CONTROL
 GR1922  ___________________________________________________________________
 GR1922* NAD 83(1994)-  36 15 09.38145(N)    115 02 25.13393(W)     ADJUSTED  
 GR1922* NAVD 88     -       584.4    (meters)    1917.     (feet)  VERTCON   
 GR1922  ___________________________________________________________________
 GR1922  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 GR1922  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GR1922
 GR1922  HORZ ORDER  -  SECOND
 GR1922
 GR1922.The horizontal coordinates were established by classical geodetic methods
 GR1922.and adjusted by the National Geodetic Survey in June 1998..
 GR1922
 GR1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1922
 GR1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1922
 GR1922.The geoid height was determined by GEOID03.
 GR1922
 GR1922;                    North         East     Units Scale Factor Converg.
 GR1922;SPC NV E     - 8,166,833.915   248,799.261   MT  0.99992933   +0 19 16.0
 GR1922;SPC NV E     -26,794,020.94    816,268.91   sFT  0.99992933   +0 19 16.0
 GR1922;UTM  11      - 4,013,747.690   676,067.178   MT  0.99998196   +1 09 32.9
 GR1922
 GR1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1922!SPC NV E     -   0.99991266  x   0.99992933  =   0.99984200
 GR1922!UTM  11      -   0.99991266  x   0.99998196  =   0.99989462
 GR1922
 GR1922|---------------------------------------------------------------------|
 GR1922| PID    Reference Object                     Distance      Geod. Az  |
 GR1922|                                                           dddmmss.s |
 GR1922| CC5548 LEN RM 1                             10.869 METERS 06709     |
 GR1922| CC5549 LEN RM 2                             11.475 METERS 15052     |
 GR1922| GR1924 LAS VEGAS AIR BASE TK BCN 26 B      APPROX. 1.3 KM 1922824.4 |
 GR1922|---------------------------------------------------------------------|
 GR1922
 GR1922                          SUPERSEDED SURVEY CONTROL
 GR1922
 GR1922  NAD 83(1994)-  36 15 09.38180(N)    115 02 25.13650(W) AD(       ) 2
 GR1922  NAD 83(1992)-  36 15 09.38336(N)    115 02 25.13772(W) AD(       ) 2
 GR1922  NAD 83(1992)-  36 15 09.38255(N)    115 02 25.13806(W) AD(       ) 2
 GR1922  NAD 83(1986)-  36 15 09.37280(N)    115 02 25.11848(W) AD(       ) 2
 GR1922  NAD 27      -  36 15 09.47900(N)    115 02 22.11400(W) AD(       ) 2
 GR1922  NGVD 29 (07/19/86)  583.7    (m)         1915.     (f) VERT ANG       
 GR1922
 GR1922.Superseded values are not recommended for survey control.
 GR1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1922.See file dsdata.txt to determine how the superseded data were derived.
 GR1922
 GR1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA7606713748(NAD 83)
 GR1922_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GR1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1922
 GR1922  HISTORY     - Date     Condition        Report By
 GR1922  HISTORY     - 1957     MONUMENTED       CGS
 GR1922  HISTORY     - 1981     GOOD             LOCENG
 GR1922  HISTORY     - 1983     GOOD             USE
 GR1922
 GR1922                          STATION DESCRIPTION
 GR1922
 GR1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR1922'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF LAS VEGAS
 GR1922'AND ABOUT 1/4 MILE NORTHWEST OF U.S. HIGHWAY 91.
 GR1922'
 GR1922'TO REACH FROM THE POST OFFICE IN NORTH LAS VEGAS, GO NORTHEAST
 GR1922'ON U.S. HIGHWAY 91 FOR 6.1 MILES TO A SIDE ROAD LEFT AT SIGN
 GR1922'MILITARY ROAD NO TRESPASSING.  TURN LEFT (NORTHWEST) AND GO ABOUT
 GR1922'50 FEET TO A GRADED ROAD RIGHT.  TURN RIGHT (NORTH) AND GO 0.7
 GR1922'MILE TO STATION ON RIGHT.
 GR1922'
 GR1922'THE STATION MARK, STAMPED LEN 1957, IS A STANDARD BRONZE DISK
 GR1922'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 93
 GR1922'FEET NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD, 91 FEET
 GR1922'SOUTHWEST OF A POWER POLE WHICH IS THE CENTER POLE OF THREE,
 GR1922'15 FEET SOUTHEAST OF THE CENTERLINE OF THE GRADED ROAD, AND 8
 GR1922'FEET SOUTHWEST OF A WHITE WITNESS POST.
 GR1922'
 GR1922'REFERENCE MARK NO. 1, STAMPED LEN NO 1 1957, IS A STANDARD BRONZE
 GR1922'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 GR1922'
 GR1922'REFERENCE MARK NO. 2, STAMPED LEN NO 2 1957, IS A STANDARD
 GR1922'BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 GR1922
 GR1922                          STATION RECOVERY (1981)
 GR1922
 GR1922'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (DLH)
 GR1922'STATION RECOVERED IN GOOD CONDITON.
 GR1922'
 GR1922'RM 1 HAS BEEN DISTURBED MOVED OFF LINE.
 GR1922'
 GR1922'RM 2 RECOVERED IN GOOD CONDITION.
 GR1922
 GR1922                          STATION RECOVERY (1983)
 GR1922
 GR1922'RECOVERY NOTE BY US ENGINEERS 1983 (DRT)
 GR1922'LEN 1957 RECOVERED IN GOOD CONDITON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0809 ***********************************************************************
 LR0809  DESIGNATION -  LENA
 LR0809  PID         -  LR0809
 LR0809  STATE/COUNTY-  NV/HUMBOLDT
 LR0809  USGS QUAD   -  SNOW GULCH (1984)
 LR0809
 LR0809                         *CURRENT SURVEY CONTROL
 LR0809  ___________________________________________________________________
 LR0809* NAD 83(1994)-  40 42 28.83820(N)    117 06 04.19732(W)     ADJUSTED  
 LR0809* NAVD 88     -      1621.8    (meters)    5321.     (feet)  VERTCON   
 LR0809  ___________________________________________________________________
 LR0809  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 LR0809  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 LR0809
 LR0809  HORZ ORDER  -  SECOND
 LR0809
 LR0809.The horizontal coordinates were established by classical geodetic methods
 LR0809.and adjusted by the National Geodetic Survey in June 1998..
 LR0809
 LR0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0809
 LR0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0809
 LR0809.The geoid height was determined by GEOID03.
 LR0809
 LR0809;                    North         East     Units Scale Factor Converg.
 LR0809;SPC NV W     - 4,662,279.732   925,240.714   MT  1.00009301   +0 58 00.5
 LR0809;SPC NV W     -15,296,162.75  3,035,560.58   sFT  1.00009301   +0 58 00.5
 LR0809;SPC NV C     - 6,661,313.887   463,286.093   MT  0.99991659   -0 17 00.2
 LR0809;SPC NV C     -21,854,660.64  1,519,964.46   sFT  0.99991659   -0 17 00.2
 LR0809;UTM  11      - 4,506,349.214   491,454.354   MT  0.99960090   -0 03 57.5
 LR0809
 LR0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0809!SPC NV W     -   0.99974884  x   1.00009301  =   0.99984183
 LR0809!SPC NV C     -   0.99974884  x   0.99991659  =   0.99966545
 LR0809!UTM  11      -   0.99974884  x   0.99960090  =   0.99934984
 LR0809
 LR0809:                Primary Azimuth Mark                     Grid Az
 LR0809:SPC NV W     -  BATTLE MTN NW BASE                       016 55 16.3
 LR0809:SPC NV C     -  BATTLE MTN NW BASE                       018 10 17.0
 LR0809:UTM  11      -  BATTLE MTN NW BASE                       017 57 14.3
 LR0809
 LR0809|---------------------------------------------------------------------|
 LR0809| PID    Reference Object                     Distance      Geod. Az  |
 LR0809|                                                           dddmmss.s |
 LR0809| LR0312 BATTLE MTN NW BASE                  APPROX. 5.7 KM 0175316.8 |
 LR0809| DB8090 LENA RM 1                             7.601 METERS 06742     |
 LR0809| DB8091 LENA RM 2                             6.879 METERS 24506     |
 LR0809|---------------------------------------------------------------------|
 LR0809
 LR0809                          SUPERSEDED SURVEY CONTROL
 LR0809
 LR0809  NAD 83(1986)-  40 42 28.84313(N)    117 06 04.19411(W) AD(       ) 2
 LR0809  NAD 27      -  40 42 29.17240(N)    117 06 00.81050(W) AD(       ) 2
 LR0809  NGVD 29 (07/19/86) 1620.7    (m)         5317.     (f) VERT ANG       
 LR0809
 LR0809.Superseded values are not recommended for survey control.
 LR0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0809.See file dsdata.txt to determine how the superseded data were derived.
 LR0809
 LR0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF9145406349(NAD 83)
 LR0809_MARKER: DS = TRIANGULATION STATION DISK
 LR0809_SETTING: 80 = SET IN A BOULDER
 LR0809_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LR0809
 LR0809  HISTORY     - Date     Condition        Report By
 LR0809  HISTORY     - 1958     MONUMENTED       CGS
 LR0809  HISTORY     - 1990     GOOD             USPSQD
 LR0809
 LR0809                          STATION DESCRIPTION
 LR0809
 LR0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0809'THE STATION IS ABOUT 6 MILES SOUTH-SOUTHEAST OF VALMY, 9-1/2
 LR0809'MILES NORTHWEST OF BATTLE MOUNTAIN AND 3 MILES SOUTHWEST
 LR0809'OF U.S. HIGHWAY 40, ON THE SUMMIT OF ONE OF THE LOW FOOTHILLS
 LR0809'ON THE NORTHEAST SIDE OF NORTH BATTLE PEAK.  THE HILL IS ON THE
 LR0809'SOUTH END OF THE RIDGE AND IS DETACHED FROM THE HIGHER ELEVATIONS
 LR0809'TO THE SOUTH AND SOUTHWEST BY A SADDLE.
 LR0809'
 LR0809'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 LR0809'8A IN BATTLE MOUNTAIN, GO NORTHWEST ON U.S. HIGHWAY 40 FOR 8.8
 LR0809'MILES TO JUNCTION WITH THE 25 MILE RANCH ROAD.  CONTINUE
 LR0809'ON HIGHWAY FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 LR0809'FOLLOW MAIN ROAD SOUTHWESTERLY FOR 1.0 MILE TO FORK.  TAKE
 LR0809'LEFT FORK, SOUTHERLY FOR 1.7 MILES.  LEAVE ROAD, TURN RIGHT,
 LR0809'WESTERLY AND GO 0.15 MILE, CROSSING ONE LARGE WASH AND THEN
 LR0809'INTO WASH AT BASE OF HILL.  TURN LEFT UP WASH FOR 0.05 MILE,
 LR0809'THENCE BEAR RIGHT UP STEEP RIDGE, WESTERLY FOR 0.4 MILE TO
 LR0809'SUMMIT AND STATION.  A 4-WHEEL DRIVE VEHICLE REQUIRED.
 LR0809'
 LR0809'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 LR0809'IN DRILL HOLES IN EMBEDDED BOULDERS.  THE STATION MARK IS STAMPED
 LR0809'LENA 1958 WITH THE REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2
 LR0809'RESPECTIVELY.
 LR0809
 LR0809                          STATION RECOVERY (1990)
 LR0809
 LR0809'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDO)
 LR0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1157 ***********************************************************************
 AI1157  DESIGNATION -  LEO
 AI1157  PID         -  AI1157
 AI1157  STATE/COUNTY-  NV/NYE
 AI1157  USGS QUAD   -  TOPOPAH SPRING NW (1961)
 AI1157
 AI1157                         *CURRENT SURVEY CONTROL
 AI1157  ___________________________________________________________________
 AI1157* NAD 83(1994)-  36 59 07.65207(N)    116 23 44.43207(W)     ADJUSTED  
 AI1157* NAVD 88     -      1889.3    (meters)    6198.     (feet)  VERTCON   
 AI1157  ___________________________________________________________________
 AI1157  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AI1157  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AI1157
 AI1157  HORZ ORDER  -  THIRD
 AI1157
 AI1157.The horizontal coordinates were established by classical geodetic methods
 AI1157.and adjusted by the National Geodetic Survey in March 1999..
 AI1157
 AI1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI1157
 AI1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1157
 AI1157.The geoid height was determined by GEOID03.
 AI1157
 AI1157;                    North         East     Units Scale Factor Converg.
 AI1157;SPC NV C     - 6,248,048.428   524,123.575   MT  0.99990717   +0 09 46.9
 AI1157;SPC NV C     -20,498,805.55  1,719,562.10   sFT  0.99990717   +0 09 46.9
 AI1157;UTM  11      - 4,093,429.918   553,780.926   MT  0.99963563   +0 21 48.9
 AI1157
 AI1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1157!SPC NV C     -   0.99970782  x   0.99990717  =   0.99961502
 AI1157!UTM  11      -   0.99970782  x   0.99963563  =   0.99934356
 AI1157
 AI1157                          SUPERSEDED SURVEY CONTROL
 AI1157
 AI1157  NGVD 29 (03/11/99) 1888.2    (m)         6195.     (f) VERT ANG       
 AI1157
 AI1157.Superseded values are not recommended for survey control.
 AI1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1157.See file dsdata.txt to determine how the superseded data were derived.
 AI1157
 AI1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA5378193430(NAD 83)
 AI1157_MARKER: DS = TRIANGULATION STATION DISK
 AI1157_SETTING: 66 = SET IN ROCK OUTCROP
 AI1157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1157+STABILITY: POSITION/ELEVATION WELL
 AI1157
 AI1157  HISTORY     - Date     Condition        Report By
 AI1157  HISTORY     - 1959     MONUMENTED       CGS
 AI1157
 AI1157                          STATION DESCRIPTION
 AI1157
 AI1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AI1157'LOCATED 24 MI. N. OF LATHROP WELLS, 7.5 MI. NW. OF TOPOPAH SPRINGS,
 AI1157'1.5 MI. W. OF FORTY MILE CANYON, AT THE HEAD OF BEATTY WASH ON A LARGE
 AI1157'ROUND TOP. STATION REACHED BY HELICOPTER. STATION MARK--H AND N DISK
 AI1157'STAMPED---LEO 1959--- CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0305 ***********************************************************************
 MV0305  DESIGNATION -  LEONARD
 MV0305  PID         -  MV0305
 MV0305  STATE/COUNTY-  NV/HUMBOLDT
 MV0305  USGS QUAD   -  LEONARD CR SLOUGH NORTH (1980)
 MV0305
 MV0305                         *CURRENT SURVEY CONTROL
 MV0305  ___________________________________________________________________
 MV0305* NAD 83(1994)-  41 28 18.26265(N)    118 42 58.24528(W)     ADJUSTED  
 MV0305* NAVD 88     -      1305.4    (meters)    4283.     (feet)  VERTCON   
 MV0305  ___________________________________________________________________
 MV0305  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 MV0305  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 MV0305
 MV0305  HORZ ORDER  -  FIRST
 MV0305
 MV0305.The horizontal coordinates were established by classical geodetic methods
 MV0305.and adjusted by the National Geodetic Survey in June 1998..
 MV0305
 MV0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0305
 MV0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0305
 MV0305.The geoid height was determined by GEOID03.
 MV0305
 MV0305;                    North         East     Units Scale Factor Converg.
 MV0305;SPC NV W     - 4,746,039.551   788,904.163   MT  0.99990151   -0 05 16.7
 MV0305;SPC NV W     -15,570,964.76  2,588,263.07   sFT  0.99990151   -0 05 16.7
 MV0305;UTM  11      - 4,592,548.310   356,697.998   MT  0.99985272   -1 08 12.2
 MV0305
 MV0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0305!SPC NV W     -   0.99979853  x   0.99990151  =   0.99970006
 MV0305!UTM  11      -   0.99979853  x   0.99985272  =   0.99965128
 MV0305
 MV0305:                Primary Azimuth Mark                     Grid Az
 MV0305:SPC NV W     -  LEONARD AZ MK                            037 51 53.7
 MV0305:UTM  11      -  LEONARD AZ MK                            038 54 49.2
 MV0305
 MV0305|---------------------------------------------------------------------|
 MV0305| PID    Reference Object                     Distance      Geod. Az  |
 MV0305|                                                           dddmmss.s |
 MV0305| CD7842 LEONARD AZ MK                                      0374637.0 |
 MV0305| MV0322 SENTINEL PEAK CAIRN                 APPROX. 9.7 KM 0385612.1 |
 MV0305| CD7843 LEONARD RM 1                          8.239 METERS 04529     |
 MV0305| CD7844 LEONARD RM 2                          5.523 METERS 15537     |
 MV0305| MV0304 WINDMILL 3 MI S LEONARD RANCH       APPROX. 0.9 KM 1585249.5 |
 MV0305|---------------------------------------------------------------------|
 MV0305
 MV0305                          SUPERSEDED SURVEY CONTROL
 MV0305
 MV0305  NAD 83(1986)-  41 28 18.27085(N)    118 42 58.24367(W) AD(       ) 1
 MV0305  NAD 27      -  41 28 18.63500(N)    118 42 54.63300(W) AD(       ) 1
 MV0305  NGVD 29 (11/16/90) 1304.4    (m)         4280.     (f) VERT ANG       
 MV0305
 MV0305.Superseded values are not recommended for survey control.
 MV0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0305.See file dsdata.txt to determine how the superseded data were derived.
 MV0305
 MV0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF5669892548(NAD 83)
 MV0305_MARKER: DS = TRIANGULATION STATION DISK
 MV0305_SETTING: 66 = SET IN ROCK OUTCROP
 MV0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0305+STABILITY: POSITION/ELEVATION WELL
 MV0305
 MV0305  HISTORY     - Date     Condition        Report By
 MV0305  HISTORY     - 1935     MONUMENTED       CGS
 MV0305  HISTORY     - 1972     GOOD             USGS
 MV0305
 MV0305                          STATION DESCRIPTION
 MV0305
 MV0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 MV0305'STATION IS ON THE EXTREME END OF THE LAVA BENCH, ON THE S
 MV0305'END OF THE RANGE THAT EXTENDS S FROM THE PINE MOUNTAINS INTO
 MV0305'THE BLACK ROCK DESERT, 3 MILES, AIRLINE, S OF THE LEONARD
 MV0305'CREEK RANCH, AND S OF THE ROAD THAT LEADS TO THE RANCH FROM
 MV0305'THE E.
 MV0305'
 MV0305'STATION MARK IS A STANDARD BRONZE DISK IN A DRILL HOLE IN
 MV0305'OUTCROPPING BEDROCK.  REFERENCE AND
 MV0305'AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 MV0305'
 MV0305'REACHED FROM THE LEONARD CREEK RANCH AS FOLLOWS--GO W OVER
 MV0305'THE HILL THEN S ON THE MAIN ROAD 1.2 MILES.  TAKE THE LEFT
 MV0305'FORK AND GO 1.6 MILES TO THE OLD CROSSROADS.  TURN LEFT AND
 MV0305'GO E 1.6 MILES TO THE DIVIDE.  TURN RIGHT AND GO ALONG THE
 MV0305'RIDGE 0.2 MILE TO THE END OF TRUCK TRAVEL.  FROM THE END
 MV0305'OF TRUCK TRAVEL CLIMB S TO THE HIGHEST POINT OF THE KNOLL
 MV0305'AND THE STATION.  5 MINUTES PACK.
 MV0305'
 MV0305'AZIMUTH MARK IS ON THE HIGHEST POINT OF THE FIRST RAISE
 MV0305'ACROSS THE ROAD 1.0 MILE N OF THE STATION.
 MV0305
 MV0305                          STATION RECOVERY (1972)
 MV0305
 MV0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MV0305'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41118-3 STATION 1006.
 MV0305'STATION MARK--STANDARD DISC IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0588 ***********************************************************************
 LQ0588  DESIGNATION -  LEPPY
 LQ0588  PID         -  LQ0588
 LQ0588  STATE/COUNTY-  NV/ELKO
 LQ0588  USGS QUAD   -  LEPPY PEAK (1982)
 LQ0588
 LQ0588                         *CURRENT SURVEY CONTROL
 LQ0588  ___________________________________________________________________
 LQ0588* NAD 83(1994)-  40 46 56.06785(N)    114 04 18.72354(W)     ADJUSTED  
 LQ0588* NAVD 88     -      2047.9    (meters)    6719.     (feet)  VERTCON   
 LQ0588  ___________________________________________________________________
 LQ0588  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 LQ0588  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 LQ0588
 LQ0588  HORZ ORDER  -  FIRST
 LQ0588
 LQ0588.The horizontal coordinates were established by classical geodetic methods
 LQ0588.and adjusted by the National Geodetic Survey in June 1998..
 LQ0588
 LQ0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0588
 LQ0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0588
 LQ0588.The geoid height was determined by GEOID03.
 LQ0588
 LQ0588;                    North         East     Units Scale Factor Converg.
 LQ0588;SPC NV E     - 8,670,564.747   327,574.496   MT  1.00010026   +0 59 14.6
 LQ0588;SPC NV E     -28,446,677.84  1,074,717.33   sFT  1.00010026   +0 59 14.6
 LQ0588;SPC UT C     - 2,275,010.131   282,927.038   MT  1.00003559   -1 38 50.9
 LQ0588;UTM  11      - 4,518,710.181   747,085.092   MT  1.00035151   +1 54 48.9
 LQ0588;UTM  12      - 4,519,125.436   240,784.386   MT  1.00042712   -2 00 27.4
 LQ0588
 LQ0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0588!SPC NV E     -   0.99968169  x   1.00010026  =   0.99978192
 LQ0588!SPC UT C     -   0.99968169  x   1.00003559  =   0.99971727
 LQ0588!UTM  11      -   0.99968169  x   1.00035151  =   1.00003309
 LQ0588!UTM  12      -   0.99968169  x   1.00042712  =   1.00010868
 LQ0588
 LQ0588|---------------------------------------------------------------------|
 LQ0588| PID    Reference Object                     Distance      Geod. Az  |
 LQ0588|                                                           dddmmss.s |
 LQ0588| DD6167 LEPPY RM 1                            6.469 METERS 03812     |
 LQ0588| LP0580 WENDOVER RAD RNG CENTER MAST        APPROX.10.7 KM 1290506.4 |
 LQ0588| LQ0601 AIRWAY BCN 51 3 MI W WENDOVER       APPROX. 5.3 KM 2063754.3 |
 LQ0588| LQ0120 LEPPY AZ MK                                        2153631.7 |
 LQ0588| DD6168 LEPPY RM 2                            7.820 METERS 21738     |
 LQ0588|---------------------------------------------------------------------|
 LQ0588
 LQ0588                          SUPERSEDED SURVEY CONTROL
 LQ0588
 LQ0588  NAD 83(1994)-  40 46 56.06781(N)    114 04 18.72350(W) AD(       ) 1
 LQ0588  NAD 83(1986)-  40 46 56.06064(N)    114 04 18.71714(W) AD(       ) 1
 LQ0588  NAD 27      -  40 46 56.31485(N)    114 04 15.67767(W) AD(       ) 1
 LQ0588  NGVD 29 (07/19/86) 2046.9    (m)         6716.     (f) VERT ANG       
 LQ0588
 LQ0588.Superseded values are not recommended for survey control.
 LQ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0588.See file dsdata.txt to determine how the superseded data were derived.
 LQ0588
 LQ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4708518710(NAD 83)
 LQ0588_MARKER: DS = TRIANGULATION STATION DISK
 LQ0588_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0588_SP_SET: PARTIALLY EXPOSED BEDROCK
 LQ0588
 LQ0588  HISTORY     - Date     Condition        Report By
 LQ0588  HISTORY     - 1940     MONUMENTED       CGS
 LQ0588  HISTORY     - 1957     GOOD             CGS
 LQ0588
 LQ0588                          STATION DESCRIPTION
 LQ0588
 LQ0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LQ0588'STATION IS LOCATED ABOUT 3 MILES NW OF WENDOVER, UTAH, ON A
 LQ0588'SHARP, ROUND PEAK THAT RISES SHARPLY ABOVE THE DIVIDING RIDGE,
 LQ0588'NEAR THE SOUTHEASTERN END OF A PROMINENT RANGE OF HILLS, KNOWN
 LQ0588'AS THE LEPPY MOUNTAINS.
 LQ0588'
 LQ0588'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK
 LQ0588'ON HIGHEST POINT OF HILL, STAMPED LEPPY 1940.
 LQ0588'
 LQ0588'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK
 LQ0588'ABOUT 21 FEET NE OF STATION AND ABOUT 5 FEET LOWER THAN STATION,
 LQ0588'STAMPED LEPPY NO. 1 1940.
 LQ0588'
 LQ0588'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK
 LQ0588'ABOUT 26 FEET SW OF STATION AND ABOUT 4 FEET LOWER IN ELEVATION.
 LQ0588'STAMPED LEPPY NO. 2 1940.
 LQ0588'
 LQ0588'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK, ABOUT
 LQ0588'5 MILES SW OF STATION AND ABOUT 800 FEET LOWER IN ELEVATION,
 LQ0588'MARK STAMPED LEPPY 1940.  TO REACH AZIMUTH MARK FROM THE JUNCTION
 LQ0588'OF U.S. HIGHWAYS 40 AND 50, 1 MILE W OF WENDOVER, UTAH, FOLLOW
 LQ0588'U.S. HIGHWAY 40 W FOR 2.8 MILES TO A DIRT ROAD, LEADING RIGHT,
 LQ0588'N, OFF MAIN HIGHWAY, FOLLOW THIS DIRT ROAD FOR 0.05 MILE.
 LQ0588'AZIMUTH MARK SET IN ROCK OUTCROP 53 FEET E OF THE CENTER
 LQ0588'OF THE ROAD.  10-1/2 FEET E OF TELEPHONE POLE.  MARK PROJECTS
 LQ0588'ABOUT 2 FEET ABOVE THE GROUND.
 LQ0588'
 LQ0588'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 50, 1 MILE
 LQ0588'W OF WENDOVER, UTAH, BY FOLLOWING U.S. HIGHWAY 40 W FOR 0.3
 LQ0588'MILE TO DIRT ROAD LEADING RIGHT, TURN RIGHT, N, FOLLOW DIRT
 LQ0588'ROAD FOR 3.2 MILES TO A DRAW ON LEFT, W, TURN LEFT, W, UP
 LQ0588'DRAW FOR 0.1 MILE OR AS FAR AS TRUCK CAN BE DRIVEN.  PACK UP
 LQ0588'DRAW TO HIGHEST POINT AND STATION.  (1-HOUR PACK.)
 LQ0588
 LQ0588                          STATION RECOVERY (1957)
 LQ0588
 LQ0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0588'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 LQ0588'WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LQ0588'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0120 ***********************************************************************
 LQ0120  DESIGNATION -  LEPPY AZ MK
 LQ0120  PID         -  LQ0120
 LQ0120  STATE/COUNTY-  NV/ELKO
 LQ0120  USGS QUAD   -  WENDOVER (1972)
 LQ0120
 LQ0120                         *CURRENT SURVEY CONTROL
 LQ0120  ___________________________________________________________________
 LQ0120* NAD 83(1986)-  40 44 50.     (N)    114 06 18.     (W)     SCALED    
 LQ0120* NAVD 88     -      1510.338  (meters)    4955.17   (feet)  ADJUSTED  
 LQ0120  ___________________________________________________________________
 LQ0120  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 LQ0120  DYNAMIC HT  -        1509.141 (meters)    4951.24  (feet)  COMP
 LQ0120  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 LQ0120
 LQ0120  VERT ORDER  -  SECOND    CLASS 0
 LQ0120
 LQ0120.The horizontal coordinates were scaled from a topographic map and have
 LQ0120.an estimated accuracy of +/- 6 seconds.
 LQ0120
 LQ0120.The orthometric height was determined by differential leveling
 LQ0120.and adjusted by the National Geodetic Survey in June 1991..
 LQ0120
 LQ0120.The geoid height was determined by GEOID03.
 LQ0120
 LQ0120.The dynamic height is computed by dividing the NAVD 88
 LQ0120.geopotential number by the normal gravity value computed on the
 LQ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0120.degrees latitude (g = 980.6199 gals.).
 LQ0120
 LQ0120.The modeled gravity was interpolated from observed gravity values.
 LQ0120
 LQ0120;                    North         East    Units  Estimated Accuracy
 LQ0120;SPC NV E     - 8,666,630.      324,840.      MT  (+/- 180 meters Scaled)
 LQ0120
 LQ0120                          SUPERSEDED SURVEY CONTROL
 LQ0120
 LQ0120  NGVD 29 (??/??/92) 1509.35   (m)         4951.9    (f) COMPUTED    2 0
 LQ0120
 LQ0120.Superseded values are not recommended for survey control.
 LQ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0120.See file dsdata.txt to determine how the superseded data were derived.
 LQ0120
 LQ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF444147(NAD 83)
 LQ0120_MARKER: DZ = AZIMUTH MARK DISK
 LQ0120_SETTING: 80 = SET IN A BOULDER
 LQ0120_SP_SET: BOULDER
 LQ0120_STAMPING: LEPPY 1940
 LQ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0120+STABILITY: SURFACE MOTION
 LQ0120
 LQ0120  HISTORY     - Date     Condition        Report By
 LQ0120  HISTORY     - 1940     MONUMENTED       CGS
 LQ0120  HISTORY     - 1957     GOOD             NGS
 LQ0120  HISTORY     - 1958     GOOD             NGS
 LQ0120
 LQ0120                          STATION DESCRIPTION
 LQ0120
 LQ0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LQ0120'2.9 MI W FROM WENDOVER, UT.
 LQ0120'2.9 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0120'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, 191.0 FEET EAST
 LQ0120'OF CENTERLINE OF HIGHWAY, 11.0 FEET EAST OF TELEPHONE POLE AND UNDER
 LQ0120'TELEPHONE LINE, 95.0 FEET SOUTHWEST OF CENTER OF GRADED ROAD, SET IN A
 LQ0120'BOULDER 8 INCHES ABOVE GROUND SURFACE.
 LQ0120
 LQ0120                          STATION RECOVERY (1958)
 LQ0120
 LQ0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1586 ***********************************************************************
 KR1586  DESIGNATION -  LEVEE
 KR1586  PID         -  KR1586
 KR1586  STATE/COUNTY-  NV/STOREY
 KR1586  USGS QUAD   -  FERNLEY WEST (1985)
 KR1586
 KR1586                         *CURRENT SURVEY CONTROL
 KR1586  ___________________________________________________________________
 KR1586* NAD 83(1994)-  39 35 10.62835(N)    119 22 17.19182(W)     ADJUSTED  
 KR1586* NAVD 88     -      1281.1    (meters)    4203.     (feet)  VERTCON   
 KR1586  ___________________________________________________________________
 KR1586  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 KR1586  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 KR1586
 KR1586  HORZ ORDER  -  SECOND
 KR1586
 KR1586.The horizontal coordinates were established by classical geodetic methods
 KR1586.and adjusted by the National Geodetic Survey in June 1998..
 KR1586
 KR1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1586
 KR1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1586
 KR1586.The geoid height was determined by GEOID03.
 KR1586
 KR1586;                    North         East     Units Scale Factor Converg.
 KR1586;SPC NV W     - 4,536,978.755   732,302.323   MT  0.99995641   -0 30 08.0
 KR1586;SPC NV W     -14,885,071.13  2,402,561.87   sFT  0.99995641   -0 30 08.0
 KR1586;UTM  11      - 4,384,527.135   296,347.033   MT  1.00011065   -1 30 42.1
 KR1586
 KR1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1586!SPC NV W     -   0.99980281  x   0.99995641  =   0.99975923
 KR1586!UTM  11      -   0.99980281  x   1.00011065  =   0.99991343
 KR1586
 KR1586:                Primary Azimuth Mark                     Grid Az
 KR1586:SPC NV W     -  SPLIT                                    052 18 40.9
 KR1586:UTM  11      -  SPLIT                                    053 19 15.0
 KR1586
 KR1586|---------------------------------------------------------------------|
 KR1586| PID    Reference Object                     Distance      Geod. Az  |
 KR1586|                                                           dddmmss.s |
 KR1586| KR1585 SPLIT                               APPROX. 2.4 KM 0514832.9 |
 KR1586| DB8094 LEVEE RM 1                            6.847 METERS 11403     |
 KR1586| DB8095 LEVEE RM 2                            9.937 METERS 26330     |
 KR1586|---------------------------------------------------------------------|
 KR1586
 KR1586                          SUPERSEDED SURVEY CONTROL
 KR1586
 KR1586  NAD 83(1992)-  39 35 10.63472(N)    119 22 17.18156(W) AD(       ) 2
 KR1586  NAD 83(1986)-  39 35 10.63514(N)    119 22 17.17157(W) AD(       ) 2
 KR1586  NAD 27      -  39 35 10.94960(N)    119 22 13.54880(W) AD(       ) 2
 KR1586  NGVD 29 (07/19/86) 1280.1    (m)         4200.     (f) VERT ANG       
 KR1586
 KR1586.Superseded values are not recommended for survey control.
 KR1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1586.See file dsdata.txt to determine how the superseded data were derived.
 KR1586
 KR1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD9634784527(NAD 83)
 KR1586_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1586_SETTING: 66 = SET IN ROCK OUTCROP
 KR1586
 KR1586  HISTORY     - Date     Condition        Report By
 KR1586  HISTORY     - 1958     MONUMENTED       CGS
 KR1586
 KR1586                          STATION DESCRIPTION
 KR1586
 KR1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1586'THE STATION IS 7 MILES WEST-SOUTHWEST OF WADSWORTH, 4 MILES
 KR1586'EAST OF CLARKS STATION (EAGLE-PICHER-MILL), 0.5 MILE UP STREAM
 KR1586'FROM A RAILROAD BRIDGE AND A WOODEN BRIDGE CROSSING THE TRUCKEE
 KR1586'RIVER, ON THE SOUTH BANK OF THE TRUCKEE RIVER 70 FEET NORTH
 KR1586'OF THE CANAL AND 50 FEET ABOVE THE RIVER NEAR A SLIGHT BEND
 KR1586'IN THE RIVER WHERE THE TELEPHONE LINE CROSSES THE CANAL.
 KR1586'
 KR1586'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL
 KR1586'HOLES IN BOULDERS AND STAMPED LEVEE 1958 WITH THE REFERENCE
 KR1586'MARKS FURTHER STAMPED NO. 1 AND NO. 2 RESPECTIVELY.
 KR1586'
 KR1586'TO REACH THE STATION FROM THE POST OFFICE IN WADSWORTH GO
 KR1586'WEST AND SOUTHWEST ON U.S. HIGHWAY 40 FOR 6.2 MILES TO THE
 KR1586'BRIDGES MENTIONED ABOVE.  THIS IS THE ONLY POINT WHERE THE RIVER
 KR1586'CAN BE CROSSED BETWEEN WADSWORTH AND CLARKS STATION
 KR1586'(EAGLE-PICHER MILL), TURN LEFT DOWN TOWARDS THE RIVER, CROSSING
 KR1586'THE RIVER ABOUT 100 YARDS ABOVE THE RAILROAD BRIDGE AND GO ABOUT
 KR1586'75 YARDS TO A FORK, TAKE THE RIGHT FORK UP ONTO THE CANAL
 KR1586'BANK AND GO 0.5 MILE TO THE STATION DESCRIBED ABOVE.  A 2
 KR1586'WHEEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0928 ***********************************************************************
 LR0928  DESIGNATION -  LEW
 LR0928  PID         -  LR0928
 LR0928  STATE/COUNTY-  NV/LANDER
 LR0928  USGS QUAD   -  BLOSSOM SPRING (1985)
 LR0928
 LR0928                         *CURRENT SURVEY CONTROL
 LR0928  ___________________________________________________________________
 LR0928* NAD 83(1994)-  40 30 01.67160(N)    116 59 56.05443(W)     ADJUSTED  
 LR0928* NAVD 88     -      1396.3    (meters)    4581.     (feet)  VERTCON   
 LR0928  ___________________________________________________________________
 LR0928  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 LR0928  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 LR0928
 LR0928  HORZ ORDER  -  SECOND
 LR0928
 LR0928.The horizontal coordinates were established by classical geodetic methods
 LR0928.and adjusted by the National Geodetic Survey in June 1998..
 LR0928
 LR0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0928
 LR0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0928
 LR0928.The geoid height was determined by GEOID03.
 LR0928
 LR0928;                    North         East     Units Scale Factor Converg.
 LR0928;SPC NV C     - 6,638,231.184   471,839.969   MT  0.99990976   -0 12 56.8
 LR0928;SPC NV C     -21,778,930.14  1,548,028.30   sFT  0.99990976   -0 12 56.8
 LR0928;UTM  11      - 4,483,306.273   500,092.867   MT  0.99960000   +0 00 02.6
 LR0928
 LR0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0928!SPC NV C     -   0.99978427  x   0.99990976  =   0.99969405
 LR0928!UTM  11      -   0.99978427  x   0.99960000  =   0.99938436
 LR0928
 LR0928|---------------------------------------------------------------------|
 LR0928| PID    Reference Object                     Distance      Geod. Az  |
 LR0928|                                                           dddmmss.s |
 LR0928| DD6170 LEW RM 1                             14.660 METERS 02058     |
 LR0928| LR0923 AIRPORT BN LANDER AP BATTLE MT      APPROX.16.0 KM 0411702.4 |
 LR0928| LR0915 AIRWAY BEACON 36 ESE BATTLE MT      APPROX.26.6 KM 0744617.1 |
 LR0928| DD6171 LEW RM 2                             14.125 METERS 10801     |
 LR0928| DD6169 LEW AZ MK                                          1985342.7 |
 LR0928|---------------------------------------------------------------------|
 LR0928
 LR0928                          SUPERSEDED SURVEY CONTROL
 LR0928
 LR0928  NAD 83(1986)-  40 30 01.67506(N)    116 59 56.04856(W) AD(       ) 2
 LR0928  NAD 27      -  40 30 01.98620(N)    116 59 52.68510(W) AD(       ) 2
 LR0928  NGVD 29 (07/19/86) 1395.2    (m)         4577.     (f) VERT ANG       
 LR0928
 LR0928.Superseded values are not recommended for survey control.
 LR0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0928.See file dsdata.txt to determine how the superseded data were derived.
 LR0928
 LR0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE0009383306(NAD 83)
 LR0928_MARKER: DS = TRIANGULATION STATION DISK
 LR0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0928
 LR0928  HISTORY     - Date     Condition        Report By
 LR0928  HISTORY     - 1958     MONUMENTED       CGS
 LR0928  HISTORY     - 1971     GOOD             NGS
 LR0928
 LR0928                          STATION DESCRIPTION
 LR0928
 LR0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0928'THE STATION IS LOCATED, AIRLINE, ABOUT 10-1/2 MILES SOUTH-SOUTHWEST
 LR0928'OF BATTLE MOUNTAIN, ABOUT 3-1/2 MILES EAST OF STATE HIGHWAY 8A
 LR0928'AND IN THE REESE RIVER VALLEY SAGE FLATS.
 LR0928'
 LR0928'TO REACH THE STATION FROM THE POST OFFICE IN BATTLE MOUNTAIN
 LR0928'GO NORTHWEST ON U.S. HIGHWAY 40 FOR 0.05 MILE TO JUNCTION WITH
 LR0928'STATE HIGHWAY 8A ON THE LEFT.  TURN LEFT AND GO SOUTHWESTERLY ON
 LR0928'STATE HIGHWAY 8A FOR 12.0 MILES TO A FORK.  TAKE THE LEFT FORK
 LR0928'AND CONTINUE SOUTHERLY ON STATE HIGHWAY 8A FOR 3.4 MILES TO A
 LR0928'DIRT CROSSROAD AND SIGN CHIARA RANCH POINTING TO THE RIGHT.
 LR0928'TURN LEFT AND GO EAST FOR 0.8 MILE TO A CROSSROAD.  CONTINUE
 LR0928'STRAIGHT AHEAD, EASTERLY, FOR 1.55 MILES TO AN ABANDONED
 LR0928'RAILROAD ROADBED AND TELEPHONE LINE.  TURN LEFT AND GO
 LR0928'NORTH-NORTHEAST ALONG THE WESTERN SIDE OF THE RAILROAD ROADBED, ON A
 LR0928'TRACK ROAD, FOR 1.05 MILES TO BM S 28 ON THE LEFT.  CONTINUE
 LR0928'STRAIGHT AHEAD 1.05 MILES TO A DIM TRACK CROSSROAD AND
 LR0928'THE AZIMUTH MARK ON THE RIGHT IN THE CENTER OF THE ABANDONED
 LR0928'RAILROAD ROADBED.  CONTINUE STRAIGHT AHEAD 0.35 MILE TO THE
 LR0928'STATION ON THE RIGHT.
 LR0928'
 LR0928'THE STATION MARK IS A STANDARD DISK STAMPED LEW 1958 SET IN
 LR0928'THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE MONUMENT, AND PROJECTS
 LR0928'2 INCHES.  IT IS 7.5 FEET NORTH-NORTHWEST OF A STANDARD WITNESS
 LR0928'POST, 46.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF AN ABANDONED
 LR0928'RAILROAD EMBANKMENT AND 15.5 FEET EAST-NORTHEAST OF A TELEPHONE
 LR0928'LINE.
 LR0928'
 LR0928'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED LEW 1958 NO 1
 LR0928'SET IN THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE MONUMENT,
 LR0928'AND PROJECTS 2 INCHES.  IT IS 48.5 FEET WEST-SOUTHWEST OF THE
 LR0928'CENTERLINE OF AN ABANDONED RAILROAD EMBANKMENT, 13.5 FEET
 LR0928'EAST-NORTHEAST OF A TELEPHONE LINE, AND IS ABOUT 1 FOOT HIGHER
 LR0928'IN ELEVATION THAN THE STATION.
 LR0928'
 LR0928'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED LEW 1958 NO
 LR0928'2 SET IN THE TOP OF A 10-INCH SQUARE TOPPED CONCRETE MONUMENT,
 LR0928'AND PROJECTS 2 INCHES.  IT IS ON THE CENTERLINE OF AN ABANDONED
 LR0928'RAILROAD EMBANKMENT AND IS ABOUT 1 FOOT HIGHER IN ELEVATION
 LR0928'THAN THE STATION.
 LR0928'
 LR0928'U.S. GEOLOGICAL SURVEY BENCH MARK IS A SMALL, WHITE-PAINTED CROSS
 LR0928'ON THE NORTH SIDE OF A SQUARE-CUT TELEPHONE POLE, AND IS 5.2
 LR0928'FEET ABOVE THE GROUND.  THERE IS A 2 BY 4-INCH METAL PLAQUE
 LR0928'READING BENCH MARK U.S. GEOLOGICAL SURVEY PRELIMINARY ELEVATION
 LR0928'FEET PLEASE DO NOT DISTURB THIS MARK, STAMPED 4583.6 1940,
 LR0928'NAILED WITH THE BOTTOM OF THE PLAQUE 0.625 FOOT ABOVE THE CENTER
 LR0928'OF THE CROSS.
 LR0928'
 LR0928'AZIMUTH MARK IS A STNADARD DISK STAMPED LEW 1958 SET IN THE TOP
 LR0928'OF A 10-INCH SQUARE TOPPED CONCRETE MONUMENT, AND PROJECTS
 LR0928'2 INCHES.  IT IS ON THE INTERSECTION OF THE CENTERLINES OF AN
 LR0928'ABANDONED RAILROAD ROADBED AND A DIM TRACK ROAD CROSSING IT.
 LR0928
 LR0928                          STATION RECOVERY (1971)
 LR0928
 LR0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JVT)
 LR0928'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 LR0928'RECOVERED AS DESCRIBED.
 LR0928'
 LR0928'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10-1/2 MILES
 LR0928'SOUTH-SOUTHWEST OF BATTLE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0745 ***********************************************************************
 MT0745  DESIGNATION -  LEWIS
 MT0745  PID         -  MT0745
 MT0745  STATE/COUNTY-  NV/ELKO
 MT0745  USGS QUAD   -  MONTELLO CANYON (1976)
 MT0745
 MT0745                         *CURRENT SURVEY CONTROL
 MT0745  ___________________________________________________________________
 MT0745* NAD 83(1994)-  41 16 28.54098(N)    114 21 35.79037(W)     ADJUSTED  
 MT0745* NAVD 88     -      2405.1    (meters)    7891.     (feet)  VERTCON   
 MT0745  ___________________________________________________________________
 MT0745  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 MT0745  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 MT0745
 MT0745  HORZ ORDER  -  FIRST
 MT0745
 MT0745.The horizontal coordinates were established by classical geodetic methods
 MT0745.and adjusted by the National Geodetic Survey in June 1998..
 MT0745
 MT0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0745
 MT0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0745
 MT0745.The geoid height was determined by GEOID03.
 MT0745
 MT0745;                    North         East     Units Scale Factor Converg.
 MT0745;SPC NV E     - 8,724,859.969   302,492.685   MT  1.00002924   +0 48 25.6
 MT0745;SPC NV E     -28,624,811.41    992,428.08   sFT  1.00002924   +0 48 25.6
 MT0745;UTM  11      - 4,572,602.256   721,119.192   MT  1.00020177   +1 44 32.2
 MT0745
 MT0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0745!SPC NV E     -   0.99962548  x   1.00002924  =   0.99965471
 MT0745!UTM  11      -   0.99962548  x   1.00020177  =   0.99982717
 MT0745
 MT0745:                Primary Azimuth Mark                     Grid Az
 MT0745:SPC NV E     -  MONTELLO SOU PAC RR WATER TANK           095 09 41.9
 MT0745:UTM  11      -  MONTELLO SOU PAC RR WATER TANK           094 13 35.3
 MT0745
 MT0745|---------------------------------------------------------------------|
 MT0745| PID    Reference Object                     Distance      Geod. Az  |
 MT0745|                                                           dddmmss.s |
 MT0745| MT0735 MONTELLO SOU PAC RR WATER TANK      APPROX.14.2 KM 0955807.5 |
 MT0745| MT0734 MONTELLO LARGE ELEV BLACK TANK      APPROX.14.2 KM 0960435.8 |
 MT0745| DD6172 LEWIS AZ MK                                        1282835.2 |
 MT0745| DD6173 LEWIS RM 1                           27.543 METERS 19245     |
 MT0745| DD6174 LEWIS RM 2                           10.820 METERS 27036     |
 MT0745|---------------------------------------------------------------------|
 MT0745
 MT0745                          SUPERSEDED SURVEY CONTROL
 MT0745
 MT0745  NAD 83(1994)-  41 16 28.54065(N)    114 21 35.79019(W) AD(       ) 1
 MT0745  NAD 83(1986)-  41 16 28.53569(N)    114 21 35.78590(W) AD(       ) 1
 MT0745  NAD 27      -  41 16 28.81164(N)    114 21 32.70581(W) AD(       ) 1
 MT0745  NGVD 29 (07/19/86) 2403.9    (m)         7887.     (f) VERT ANG       
 MT0745
 MT0745.Superseded values are not recommended for survey control.
 MT0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0745.See file dsdata.txt to determine how the superseded data were derived.
 MT0745
 MT0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF2111972602(NAD 83)
 MT0745_MARKER: Z = SEE DESCRIPTION
 MT0745_SETTING: 0 = UNSPECIFIED SETTING
 MT0745
 MT0745  HISTORY     - Date     Condition        Report By
 MT0745  HISTORY     - 1940     MONUMENTED       CGS
 MT0745  HISTORY     - 1947     SEE DESCRIPTION  CGS
 MT0745  HISTORY     - 1967     SEE DESCRIPTION  USGS
 MT0745
 MT0745                          STATION DESCRIPTION
 MT0745
 MT0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0745'STATION IS LOCATED ABOUT 9 MILES W OF MONTELLO, AND 11 MILES
 MT0745'NNE OF COBRE, ON SUMMIT OF A BARE MOUNTAIN, WHICH IS THE
 MT0745'HIGHEST POINT IN THE IMMEDIATE VICINITY.
 MT0745'
 MT0745'STATION MARK IS A STANDARD BRONZE DISK SET IN A BOULDER,
 MT0745'FLUSH WITH THE GROUND, ON HIGHEST POINT OF HILL.  STAMPED
 MT0745'LEWIS 1940.
 MT0745'
 MT0745'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A BOULDER,
 MT0745'FLUSH WITH THE GROUND, SSW OF STATION, ABOUT 10 FEET LOWER
 MT0745'THAN STATION.  STAMPED LEWIS NO. 1 1940.
 MT0745'
 MT0745'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A BOULDER,
 MT0745'FLUSH WITH THE GROUND, ABOUT 35 FEET W OF STATION AND ABOUT
 MT0745'2 FEET LOWER IN ELEVATION.  STAMPED LEWIS NO. 2 1940.
 MT0745'
 MT0745'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK ABOUT
 MT0745'1/4 MILE SE OF STATION ON CREST OF HILL TO THE SE.  MARK IS
 MT0745'ABOUT 100 FEET LOWR THAN STATION.  STAMPED LEWIS 1940.
 MT0745'
 MT0745'REACHED FROM THE POST OFFICE IN MONTELLO, BY GOING WESTERLY
 MT0745'0.15 MILE, OR TWO BLOCKS.  TURN RIGHT AND FOLLOW MAIN ROAD
 MT0745'NW FOR 1.3 MILES TO FORKS.  TAKE LEFT FORK FOR 2.7 MILES TO
 MT0745'WHERE ROAD ENTERS WASH.  TURN RIGHT UP WASH FOR 5.1 MILES
 MT0745'TO RANCH BUILDINGS ON RIGHT.  CONTINUE STRAIGHT AHED FOR 2.1
 MT0745'MILES TO A TRACK ROAD LEADING RIGHT AT BOARD GATE ON LEFT.
 MT0745'TURN RIGHT ON TRACK ROAD FOR 0.5 MILE TO FORKS.  TAKE RIGHT
 MT0745'FORK UP MAIN CANYON FOR 1.1 MILES TO END OF DIM TRACK ROAD.
 MT0745'CONTINUE UP MAIN CANYON IN A NE DIRECTION FOR 1.5 MILES
 MT0745'TO HIGHEST POINT AND STATION.  (DRIVE STATION.)
 MT0745
 MT0745                          STATION RECOVERY (1947)
 MT0745
 MT0745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0745'THE STATION IS LOCATED ABOUT 9 MILES, AIRLINE, WEST OF MONTELLO,
 MT0745'AND 11 MILES, NORTH-NORTHEAST OF COBRE, ON THE SUMMIT OF A BARREN
 MT0745'MOUNTAIN WHICH IS ON THE WESTERN SIDE OF THE VALLEY IN WHICH
 MT0745'THE TOW OF MONTELLO LIES.  THERE IS A SLIGHTLY HIGHER POINT
 MT0745'ABOUT 3/4 MILE WEST.
 MT0745'
 MT0745'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 MT0745'GOOD CONDITION.  IT IS A STANDARD DISK CEMENTED IN A BOULDER
 MT0745'WHICH IS 8 INCHES BY 8 INCHES AND IS FLUSH WITH THE SURFACE
 MT0745'OF THE GROUND.  IT IS ON THE HIGHEST POINT OF THE HILL.  IS
 MT0745'STAMPED LEWIS 1940.
 MT0745'
 MT0745'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED AND FOUND
 MT0745'TO BE IN GOOD CONDITION.  IT IS A STANDARD DISK CEMENTED IN A
 MT0745'DRILL HOLE IN THE TOP OF A BOULDER WHICH PROJECTS 4 INCHES
 MT0745'ABOVE THE SURFACE OF THE GROUND ON THE SOUTH SIDE AND IS FLUSH
 MT0745'ON THE NORTH SIDE.  IT IS ABOUT 10 FEET LOWER THAN THE STATION
 MT0745'AND IS STAMPED LEWIS NO 1 1940.
 MT0745'
 MT0745'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED AND FOUND TO BE
 MT0745'IN GOOD CONDITION.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 MT0745'HOLE IN THE TOP OF A BOULDER WHICH IS 8 INCHES BY 6 INCHES AND
 MT0745'IS FLUSH WITH THE SURFACE OF THE GROUND.  IS 3 FEET LOWER
 MT0745'THAN THE STATION AND IS STAMPED LEWIS NO 2 1940.
 MT0745'
 MT0745'THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MT0745'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 MT0745'BEDROCK.  IT IS ABOUT 2/10 MILE EAST-SOUTHEAST OF STATION AND
 MT0745'APPROXIMATELY 100 FEET LOWER.  IS STAMPED LEWIS 1940.
 MT0745'
 MT0745'TO REACH THE STATION FROM THE POST OFFICE IN MONTELLO GO SOUTHWEST
 MT0745'0.15 MILE.  TURN RIGHT, AND GO WESTERLY ON A TRACK ROAD 1.3
 MT0745'MILES TO FORKS.  TAKE THE LEFT FORK 2.7 MILES TO WHERE THE
 MT0745'ROAD ENTERS A WASH.  TURN RIGHT UP WASH FOR 5.1 MILES TO
 MT0745'RANCH BUILDINS ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 2.1
 MT0745'MILES TO A TRACK ROAD LEADING RIGHT AT A BOARD GATE IN WIRE
 MT0745'FENCE ON LEFT.  TURN RIGHT ON TRACK ROAD FOR 0.5 MILE TO
 MT0745'FORKS.  TAKE RIGHT FORK UP MAIN CANYON FOR 1.1 MILE TO THE
 MT0745'END OF DIM TRACKS.  CONTINUE UP MAIN CANYON IN A
 MT0745'NORTHEASTERLY DIRECTION FOR 1.5 MILES TO THE HIGHEST POINT
 MT0745'AND STATION.  A DRIVE STATION WITH COMPOUND GEAR.
 MT0745
 MT0745                          STATION RECOVERY (1967)
 MT0745
 MT0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (BAR)
 MT0745'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0738 ***********************************************************************
 LQ0738  DESIGNATION -  LGS
 LQ0738  PID         -  LQ0738
 LQ0738  STATE/COUNTY-  NV/ELKO
 LQ0738  USGS QUAD   -  OSINO (1982)
 LQ0738
 LQ0738                         *CURRENT SURVEY CONTROL
 LQ0738  ___________________________________________________________________
 LQ0738* NAD 83(1994)-  40 53 39.84195(N)    115 37 48.66370(W)     ADJUSTED  
 LQ0738* NAVD 88     -      2288.7    (meters)    7509.     (feet)  VERTCON   
 LQ0738  ___________________________________________________________________
 LQ0738  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 LQ0738  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 LQ0738
 LQ0738  HORZ ORDER  -  FIRST
 LQ0738
 LQ0738.The horizontal coordinates were established by classical geodetic methods
 LQ0738.and adjusted by the National Geodetic Survey in June 1998..
 LQ0738
 LQ0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0738
 LQ0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0738
 LQ0738.The geoid height was determined by GEOID03.
 LQ0738
 LQ0738;                    North         East     Units Scale Factor Converg.
 LQ0738;SPC NV E     - 8,681,920.695   196,052.290   MT  0.99990019   -0 01 50.4
 LQ0738;SPC NV E     -28,483,934.81    643,214.89   sFT  0.99990019   -0 01 50.4
 LQ0738;UTM  11      - 4,527,937.733   615,388.856   MT  0.99976388   +0 53 48.7
 LQ0738
 LQ0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0738!SPC NV E     -   0.99964401  x   0.99990019  =   0.99954424
 LQ0738!UTM  11      -   0.99964401  x   0.99976388  =   0.99940798
 LQ0738
 LQ0738|---------------------------------------------------------------------|
 LQ0738| PID    Reference Object                     Distance      Geod. Az  |
 LQ0738|                                                           dddmmss.s |
 LQ0738| LQ0739 ELKO MTN TV PIC INC MICROWAVE        37.520 METERS 04831     |
 LQ0738| DD6176 LGS RM 1                             15.054 METERS 06205     |
 LQ0738| LQ0689 VERDI PEAK                          APPROX.40.0 KM 1370753.5 |
 LQ0738| LQ0691 CONICAL PEAK EAST OF RUBY DOME      APPROX.33.2 KM 1553158.6 |
 LQ0738| LQ0693 RUBY DOME CAIRN                     APPROX.33.0 KM 1563622.8 |
 LQ0738| LQ0732 ROADSIDE                            APPROX. 8.0 KM 1640355.0 |
 LQ0738| DD6177 LGS RM 2                             15.503 METERS 21414     |
 LQ0738| LQ0763 ELKO WESTERN PACIFIC RR TANK        APPROX.14.2 KM 2374016.9 |
 LQ0738| LQ0749 AIRWAY BN 40 RENO TO SALT LAKE      APPROX.35.0 KM 2383743.7 |
 LQ0738| LQ0758 ELKO RADIO RANGE CENTER TOWER       APPROX.13.7 KM 2431728.2 |
 LQ0738| LQ0741 LGS 2                                28.115 METERS 24759     |
 LQ0738| LQ0737 AIRWAY BN 42 RENO TO SALT LAKE      APPROX. 7.5 KM 2633411.0 |
 LQ0738| DD5264 A STATION                             7.800 METERS 32214     |
 LQ0738|---------------------------------------------------------------------|
 LQ0738
 LQ0738                          SUPERSEDED SURVEY CONTROL
 LQ0738
 LQ0738  NAD 83(1986)-  40 53 39.84352(N)    115 37 48.65830(W) AD(       ) 1
 LQ0738  NAD 27      -  40 53 40.12700(N)    115 37 45.42100(W) AD(       ) 1
 LQ0738  NGVD 29 (07/19/86) 2287.5    (m)         7505.     (f) VERT ANG       
 LQ0738
 LQ0738.Superseded values are not recommended for survey control.
 LQ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0738.See file dsdata.txt to determine how the superseded data were derived.
 LQ0738
 LQ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF1538927938(NAD 83)
 LQ0738_MARKER: DB = BENCH MARK DISK
 LQ0738_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0738+STABILITY: POSITION/ELEVATION WELL
 LQ0738
 LQ0738  HISTORY     - Date     Condition        Report By
 LQ0738  HISTORY     - 1929     MONUMENTED       USGS
 LQ0738  HISTORY     - 1957     GOOD             CGS
 LQ0738  HISTORY     - 1961     GOOD             USGS
 LQ0738  HISTORY     - 1973     GOOD             NGS
 LQ0738
 LQ0738                          STATION DESCRIPTION
 LQ0738
 LQ0738'DESCRIBED BY US GEOLOGICAL SURVEY 1929 (FAR)
 LQ0738'THE STATION IS ON THE SUMMIT OF A HIGH SHARP PROMINENT MOUNTAIN,
 LQ0738'8-1/2 MILES AIRLINE, EAST-NORTHEAST OF ELKO, AND 3-3/4 MILES,
 LQ0738'AIRLINE, SOUTH OF U.S. HIGHWAY NO. 40.  THIS IS THE HIGHEST
 LQ0738'MOUNTAIN IN THE VICINITY AND CAN EASILY BE DISTINGUISHED FROM
 LQ0738'ELKO.
 LQ0738'
 LQ0738'THE STATION MARK IS A STANDARD USGS BENCH MARK DISK CEMENTED
 LQ0738'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS 10 INCHES
 LQ0738'LONG, 6 INCHES WIDE, AND PROJECTS 4 INCHES ABOVE THE SURFACE
 LQ0738'OF THE GROUND.  IT IS STAMPED LGS 1929.
 LQ0738'
 LQ0738'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN IN DRILL
 LQ0738'HOLE IN OUTCROPPING BEDROCK WHICH IS 6 INCHES LONG, 3 INCHES
 LQ0738'WIDE, AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 LQ0738'IT IS 6 INCHES LOWER THAN THE STATION MARK AND IS STAMPED LGS
 LQ0738'USGS NO 1 1947
 LQ0738'
 LQ0738'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 LQ0738'HOLE IN A BOULDER WHICH IS 24 INCHES LONG, 8 INCHES WIDE,
 LQ0738'PROJECTS 8 INCHES ON THE SOUTH SIDE, AND IS FLUSH WITH THE
 LQ0738'SURFACE OF THE GROUND ON THE NORTH SIDE.  IT IS 3 FEET LOWER
 LQ0738'THAN THE STATION MARK AND IS STAMPED LGS USGS NO 2 1947.
 LQ0738'
 LQ0738'THE AZIMUTH MARK IS A STANDARD GLO BRONZE CAP ON THE TOP OF
 LQ0738'A 2-1/2 INCH IRON PIPE WHICH PROJECTS 12 INCHES ABOVE THE
 LQ0738'SURFACE OF THE GROUND.  IT IS 20 FEET WEST OF A NORTH-SOUTH
 LQ0738'ROAD (ENROUTE TO THE STATION) AND IS STAMPED R56E R57E S13
 LQ0738'S14 S18 S24 T34N 1915.
 LQ0738'
 LQ0738'TO REACH THE STATION FROM THE INTERSECTION OF IDAHO STREET
 LQ0738'AND 5TH STREET IN ELKO GO SOUTHEAST ON 5TH STREET 0.3 MILE TO
 LQ0738'A BRIDGE.  CONTINUE SOUTH AND EAST ON THE BLACK TOP ROAD FOR
 LQ0738'6.5 MILES TO A GRADED DIRT ROAD RIGHT.  CONTINUE ON THE BLACK
 LQ0738'TOP HIGHWAY FOR 1.5 MILE TO A BLADED ROAD ON THE LEFT.  TURN
 LQ0738'LEFT ONTO THE BLADED ROAD AND GO NORTH AND EAST 3.7 MILES
 LQ0738'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE 1.3 MILES TO A FORK
 LQ0738'AND A WINDMILL AND WATERING TROUGH ON THE RIGHT.  TAKE THE
 LQ0738'LEFT FORK WESTERLY 5.1 MILES TO A SIDE ROAD RIGHT (TRACK).
 LQ0738'CONTINUE NORTHERLY FOR 0.25 MILES TO FORKS AT A STOCK
 LQ0738'WATERING TANK.  TAKE THE RIGHT FORK NORTHERLY UP A RIDGE FOR
 LQ0738'1.2 MILES TO THE HIGHEST POINT AND STATION.  NOTE--THE LAST
 LQ0738'0.6 MILE THE ROAD IS VERY DIM.  A FOUR-WHEEL DRIVE TRUCK
 LQ0738'SHOULD BE USED FOR THE LAST 1.2 MILES.
 LQ0738
 LQ0738                          STATION RECOVERY (1957)
 LQ0738
 LQ0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0738'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 LQ0738'IN GOOD CONDITION.  A SLIGHT DIFFERENCE IN THE DIRECTIONS
 LQ0738'TO THE REFERENCE MARKS WERE FOUND.  THE DISTANCES CHECKED THE
 LQ0738'1947 DATA.  THE GLO MARK (AZIMUTH) WAS FOUND AND IN GOOD
 LQ0738'CONDITION BUT NO OBSERVATIONS WERE MADE ON IT THIS DATE.
 LQ0738'
 LQ0738'THE C.A.A. HAS ERECTED TWO BUILDINGS AND TWO SETS OF ELEVATED
 LQ0738'ANTENNAS ON THE NORTHEAST SIDE OF THE STATION SITE.  THIS IS
 LQ0738'KNOWN AS ELKO RADIO HI-SITE.  THESE INSTALLATIONS OBSTRUCT THE
 LQ0738'VIEW FROM THE STATION IN THAT DIRECTION.  THERE IS ALSO A
 LQ0738'TELEVISION MICRO-WAVE RELAY STATION (POWER POLE WITH DISK-SHAPED
 LQ0738'ANTENNA ABOUT 25 FEET ABOVE THE GROUND) ON THE NORTHWEST
 LQ0738'SIDE OF THE NORTHEAST ONE OF THE TWO C.A.A. BUILDINGS.
 LQ0738'
 LQ0738'THE ORIGINAL DESCRIPTION IS ADEQUATE, HOWEVER, DUE TO A NEW
 LQ0738'ROAD LEADING TO THE STATION, THE COMPLETE ROUTE IS AS FOLLOWS--
 LQ0738'
 LQ0738'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 LQ0738'46 IN ELKO (FIFTH AND IDAHO STREETS), GO SOUTHEAST ON STATE
 LQ0738'HIGHWAY 46 FOR 8.2 MILES TO THE JUNCTION WITH THE LAMOILLE
 LQ0738'HIGHWAY.  KEEP STRAIGHT AHEAD, SOUTHEAST, ON THE PAVED ROAD
 LQ0738'TOWARDS LAMOILLE, FOR 1.4 MILES TO A T-ROAD LEFT AT SIGN
 LQ0738'POYDS.  TURN LEFT ON GRAVEL ROAD AND GO NORTHEASTERLY FOR 5.3
 LQ0738'MILES TO A FORK ON THE LEFT SIDE OF A WINDMILL AND WATER TANKS.
 LQ0738'TAKE LEFT FORK AND FOLLOW THE MAIN TRAVELED BLADED ROAD,
 LQ0738'NORTHWESTERLY, NORTH, THENCE EASTERLY UP WINDING MOUNTAIN
 LQ0738'ROAD FOR 7.3 MILES TO THE SUMMIT AND STATION SITE.
 LQ0738'
 LQ0738'THE STATION MARK IS 63 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LQ0738'OF THE RED-TOPPED C.A.A. BUILDING.
 LQ0738'
 LQ0738'REFERENCE MARK 1 IS 21.5 FEET SOUTHEAST AND 7.8 FEET SOUTHWEST
 LQ0738'OF THE NORTHWEST FENCE CORNER OF THE ENCLOSURE AROUND THE C.A.A.
 LQ0738'INSTALLATIONS.
 LQ0738
 LQ0738                          STATION RECOVERY (1961)
 LQ0738
 LQ0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LQ0738'LOCATED ON THE SUMMIT OF A HIGH SHARP PROMINENT MOUNTAIN, 8.5 MI NE OF
 LQ0738'ELKO. TO REACH FROM THE JUNCTION OF US HIGHWAY 40  AND STATE HIGHWAY
 LQ0738'46 IN ELKO---FIFTH AND IDAHO STREETS---, GO SE ON STATE HIGHWAY 46 FOR
 LQ0738'8.2 MI TO THE JUNCTION WITH THE LAMOILLE HIGHWAY. KEEP STRAIGHT AHEAD,
 LQ0738'ON THE PAVED RD TOWARD LAMOILLE, FOR 1.4 MI TO A T-RD LEFT AT SIGN---
 LQ0738'POYDS---.  TURN LEFT ON GRAVEL RD AND GO NORTHEASTERLY FOR 5.3 MI TO A
 LQ0738'FORK ON THE LEFT SIDE OF A WINDMILL AND WATER TANKS.  TAKE LEFT FORK
 LQ0738'AND FOLLOW THE MAIN TRAVELED BLADED RD, NORTHWESTERLY, THENCE EASTERLY
 LQ0738'UP WINDING MOUNTAIN RD FOR 7.3 MI TO THE SUMMIT AND STATION SITE.
 LQ0738'STATION MARK--STANDARD BENCH MARK TAB CEMENTED IN BEDROCK STAMPED---
 LQ0738'---LGS 1929 RESET 1961---.  STATION MARK WAS RESET FROM EXISTING NGS
 LQ0738'REFERENCE MARKS. REFERENCE MARK NO. 1--STANDARD TABLET CEMENTED IN
 LQ0738'ROCK, 49.40 FT FROM STATION MARK IN DIRECTI 242 DEGREE 02 MINUTE.
 LQ0738'REFERENCE MARK NO. 2--STANDARD TABLET CEMENTED IN ROCK, 50.84 FT FROM
 LQ0738'STATION MARK IN DIRECTI 34 DEGREE 16 MINUTE.
 LQ0738
 LQ0738                          STATION RECOVERY (1973)
 LQ0738
 LQ0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 LQ0738'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 LQ0738'MARK WERE RECOVERED IN THE DESCRIBED AREAS IN GOOD CONDITION.
 LQ0738'THE STATION MARK WAS RESET ON POSITION BY THE USGS IN 1961.
 LQ0738'THE ANGLES AND DISTANCES TO THE REFERENCES MARKS CHECKED THE
 LQ0738'1947 DATA.  OWING TO PLANNED CONSTRUCTION OF A NEW FAA FACILITY
 LQ0738'THE STATION WAS MOVED TO A NEARBY LOCATION AT THIS TIME.
 LQ0738'
 LQ0738'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LQ0738'
 LQ0738'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2
 LQ0738'MILES EAST-NORTHEAST OF ELKO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0741 ***********************************************************************
 LQ0741  DESIGNATION -  LGS 2
 LQ0741  PID         -  LQ0741
 LQ0741  STATE/COUNTY-  NV/ELKO
 LQ0741  USGS QUAD   -  OSINO (1982)
 LQ0741
 LQ0741                         *CURRENT SURVEY CONTROL
 LQ0741  ___________________________________________________________________
 LQ0741* NAD 83(1994)-  40 53 39.50020(N)    115 37 49.77714(W)     ADJUSTED  
 LQ0741* NAVD 88     -      2288.0    (meters)    7507.     (feet)  VERTCON   
 LQ0741  ___________________________________________________________________
 LQ0741  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 LQ0741  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 LQ0741
 LQ0741  HORZ ORDER  -  SECOND
 LQ0741
 LQ0741.The horizontal coordinates were established by classical geodetic methods
 LQ0741.and adjusted by the National Geodetic Survey in June 1998..
 LQ0741.No horizontal observational check was made to the station.
 LQ0741
 LQ0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0741
 LQ0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0741
 LQ0741.The geoid height was determined by GEOID03.
 LQ0741
 LQ0741;                    North         East     Units Scale Factor Converg.
 LQ0741;SPC NV E     - 8,681,910.167   196,026.224   MT  0.99990019   -0 01 51.1
 LQ0741;SPC NV E     -28,483,900.27    643,129.37   sFT  0.99990019   -0 01 51.1
 LQ0741;UTM  11      - 4,527,926.787   615,362.967   MT  0.99976380   +0 53 48.0
 LQ0741
 LQ0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0741!SPC NV E     -   0.99964412  x   0.99990019  =   0.99954435
 LQ0741!UTM  11      -   0.99964412  x   0.99976380  =   0.99940801
 LQ0741
 LQ0741|---------------------------------------------------------------------|
 LQ0741| PID    Reference Object                     Distance      Geod. Az  |
 LQ0741|                                                           dddmmss.s |
 LQ0741| LQ0738 LGS                                  28.115 METERS 06759     |
 LQ0741| DD6175 T34N R56 57E SECS 13 14 18 24                      1635207.1 |
 LQ0741| DD6178 LGS 2 RM 3                            4.230 METERS 17659     |
 LQ0741| DD6179 LGS 2 RM 4                            5.053 METERS 29336     |
 LQ0741|---------------------------------------------------------------------|
 LQ0741
 LQ0741                          SUPERSEDED SURVEY CONTROL
 LQ0741
 LQ0741  NAD 83(1986)-  40 53 39.50177(N)    115 37 49.77174(W) AD(       ) 2
 LQ0741  NAD 27      -  40 53 39.78523(N)    115 37 46.53440(W) AD(       ) 2
 LQ0741  NGVD 29 (07/19/86) 2286.8    (m)         7503.     (f) VERT ANG       
 LQ0741
 LQ0741.Superseded values are not recommended for survey control.
 LQ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0741.See file dsdata.txt to determine how the superseded data were derived.
 LQ0741
 LQ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF1536327927(NAD 83)
 LQ0741_MARKER: DD = SURVEY DISK
 LQ0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0741
 LQ0741  HISTORY     - Date     Condition        Report By
 LQ0741  HISTORY     - 1973     MONUMENTED       USGS
 LQ0741
 LQ0741                          STATION DESCRIPTION
 LQ0741
 LQ0741'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (CN)
 LQ0741'THE STATION IS LOCATED ON TOP OF A PROMINENT MOUNTAIN WHICH
 LQ0741'IS 8-1/2 MILES EAST-NORTHEAST OF ELKO.
 LQ0741'
 LQ0741'THE STATION MARK IS A STANDARD DISK STAMPED, LGS USGS 2 1973.
 LQ0741'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT
 LQ0741'FLUSH WITH THE GROUND SURFACE.  IT IS 13 FEET EAST OF THE
 LQ0741'DOORWAY OF A STEEL BUILDING, 12 FEET NORTHWEST OF THE NORTHWEST
 LQ0741'CORNER OF A CONCRETE BUILDING AND WILL BE ABOUT LEVEL WITH THE
 LQ0741'HIGHEST PART OF HILL AFTER THE PLANED CONSTRUCTION IS COMPLETE.
 LQ0741'
 LQ0741'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, LGS USGS 2 NO 3
 LQ0741'1973.  IT IS SET IN A DRILL HOLE IN TOP OF A 3 FOOT OUTCROP
 LQ0741'WHICH PROJECTS ABOUT 4 INCHES.  IT IS 15 FEET WEST OF THE
 LQ0741'DOORWAY OF A CONCRETE BUILDING AND 15 FEET SOUTHEAST OF THE
 LQ0741'DOORWAY OF A STEEL BUILDING.
 LQ0741'
 LQ0741'THE AZIMUTH MARK IS A GLO SECTION CORNER STAMPED, T34N R56E
 LQ0741'R57E S13 S24 S18 S19 1915.  THE MARK IS SET ON TOP OF A STEEL
 LQ0741'PIPE WHICH PROJECTS ABOUT 1 FOOT.
 LQ0741'
 LQ0741'TO REACH THE STATION FROM THE INTERSECTION OF 5TH AND IDAHO
 LQ0741'STREETS IN ELKO, GO SOUTHEAST ON NEVADA HIGHWAY 46 (5TH STREET)
 LQ0741'FOR 8.2 MILES TO JUNCTION WITH LANOILLE HIGHWAY, CONTINUE
 LQ0741'SOUTHEAST ON THE MAIN ROAD FOR 1.4 MILES TO A GRADED SIDE ROAD
 LQ0741'LEFT.  TURN LEFT ON GRADED ROAD FOR 3.7 MILES TO THE AZIMUTH
 LQ0741'MARK ON THE LEFT AT A FENCE CORNER, CONTINUE AHEAD FOR 1.3
 LQ0741'MILES TO A FORK AT A WIND MILL.  TAKE THE LEFT FORK FOR ABOUT
 LQ0741'7-1/2 MILES TO THE TOP OF THE MOUNTAIN AND THE STATION.
 LQ0741'
 LQ0741'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0292 ***********************************************************************
 MT0292  DESIGNATION -  LID
 MT0292  PID         -  MT0292
 MT0292  STATE/COUNTY-  NV/ELKO
 MT0292  USGS QUAD   -  PEQUOP SUMMIT SW (1980)
 MT0292
 MT0292                         *CURRENT SURVEY CONTROL
 MT0292  ___________________________________________________________________
 MT0292* NAD 83(1994)-  41 04 44.89952(N)    114 40 51.40426(W)     ADJUSTED  
 MT0292* NAVD 88     -      1777.666  (meters)    5832.23   (feet)  ADJUSTED  
 MT0292  ___________________________________________________________________
 MT0292  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 MT0292  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 MT0292  DYNAMIC HT  -        1776.178 (meters)    5827.34  (feet)  COMP
 MT0292  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 MT0292
 MT0292  HORZ ORDER  -  SECOND
 MT0292  VERT ORDER  -  SECOND    CLASS 0
 MT0292
 MT0292.The horizontal coordinates were established by classical geodetic methods
 MT0292.and adjusted by the National Geodetic Survey in June 1998..
 MT0292
 MT0292.The orthometric height was determined by differential leveling
 MT0292.and adjusted by the National Geodetic Survey in June 1991..
 MT0292
 MT0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0292
 MT0292.The geoid height was determined by GEOID03.
 MT0292
 MT0292.The dynamic height is computed by dividing the NAVD 88
 MT0292.geopotential number by the normal gravity value computed on the
 MT0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0292.degrees latitude (g = 980.6199 gals.).
 MT0292
 MT0292.The modeled gravity was interpolated from observed gravity values.
 MT0292
 MT0292;                    North         East     Units Scale Factor Converg.
 MT0292;SPC NV E     - 8,702,825.815   275,824.525   MT  0.99997074   +0 35 34.8
 MT0292;SPC NV E     -28,552,521.03    904,934.30   sFT  0.99997074   +0 35 34.8
 MT0292;UTM  11      - 4,550,133.642   694,809.916   MT  1.00006710   +1 31 27.6
 MT0292
 MT0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0292!SPC NV E     -   0.99972390  x   0.99997074  =   0.99969465
 MT0292!UTM  11      -   0.99972390  x   1.00006710  =   0.99979099
 MT0292
 MT0292:                Primary Azimuth Mark                     Grid Az
 MT0292:SPC NV E     -  OVER                                     277 30 52.1
 MT0292:UTM  11      -  OVER                                     276 34 59.3
 MT0292
 MT0292|---------------------------------------------------------------------|
 MT0292| PID    Reference Object                     Distance      Geod. Az  |
 MT0292|                                                           dddmmss.s |
 MT0292| MT0764 OVER                                APPROX. 9.8 KM 2780626.9 |
 MT0292| MT0291 LID RM 1                             40.565 METERS 35804     |
 MT0292| MT0290 LID RM 2                             81.174 METERS 35805     |
 MT0292|---------------------------------------------------------------------|
 MT0292
 MT0292                          SUPERSEDED SURVEY CONTROL
 MT0292
 MT0292  NAD 83(1994)-  41 04 44.89910(N)    114 40 51.40372(W) AD(       ) 2
 MT0292  NAD 83(1986)-  41 04 44.89559(N)    114 40 51.40014(W) AD(       ) 2
 MT0292  NAD 27      -  41 04 45.17158(N)    114 40 48.27997(W) AD(       ) 2
 MT0292  NGVD 29 (??/??/92) 1776.514  (m)         5828.45   (f) ADJ UNCH    2 0
 MT0292
 MT0292.Superseded values are not recommended for survey control.
 MT0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0292.See file dsdata.txt to determine how the superseded data were derived.
 MT0292
 MT0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF9481050134(NAD 83)
 MT0292_MARKER: DS = TRIANGULATION STATION DISK
 MT0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0292_STAMPING: LID 1957
 MT0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0292+STABILITY: SURFACE MOTION
 MT0292
 MT0292  HISTORY     - Date     Condition        Report By
 MT0292  HISTORY     - 1957     MONUMENTED       CGS
 MT0292  HISTORY     - 1957     GOOD             CGS
 MT0292  HISTORY     - 1968     GOOD             NGS
 MT0292
 MT0292                          STATION DESCRIPTION
 MT0292
 MT0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0292'THE STATION IS 14.5 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE
 MT0292'JUNCTION OF U.S. HIGHWAYS 40 AND 93 IN SOUTHEAST WELLS.  6.3
 MT0292'MILES WEST FROM PEQUOP SUMMIT, ABOUT 0.75 MILE WEST OF THE
 MT0292'TELEPHONE BUILDING AT THE FOOT OF PEQUOP GRADE, 0.1 MILE SOUTH
 MT0292'OF U.S. HIGHWAY 40 AND ON THE SUMMIT OF A FLAT SAGE-COVERED
 MT0292'BENCH IN THE SOUTHWEST ANGLE OF THE Y-FORK JUNCTION OF THE
 MT0292'OLD PAVED ROAD AND THE J. MYERS ROAD.
 MT0292'
 MT0292'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 93 IN
 MT0292'SOUTHEAST WELLS, GO EASTERLY ON U.S. HIGHWAY 40 FOR 14.5
 MT0292'MILES TO THE J. MYERS ROAD ON THE RIGHT (AS PER SIGN).  TURN
 MT0292'RIGHT AND GO SOUTH AND SOUTHEAST FOR 0.1 MILE TO A Y-FORK AND
 MT0292'THE STATION IN THE SOUTHWEST ANGLE OF THIS INTERSECTION.
 MT0292'
 MT0292'THE STATION MARK, STAMPED LID 1957, IS A STANDARD DISK SET IN
 MT0292'A CONCRETE CYLINDER PROJECTING ABOUT 10 INCHES ABOVE THE
 MT0292'GROUND.  IT IS 41 FEET SOUTH OF THE CENTER OF THE OLD
 MT0292'PAVEMENT, 38 FEET SOUTHWEST OF THE CENTER OF THE Y-FORK
 MT0292'INTERSECTION AND 8 FEET NORTH OF A WITNESS POST.
 MT0292'
 MT0292'THE UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE
 MT0292'IN A DRILL HOLE IN BEDROCK 22 INCHES BELOW THE GROUND SURFACE.
 MT0292'
 MT0292'THE REFERENCE MARKS ARE HIGHWAY RIGHT-OF-WAY MARKERS.  THEY
 MT0292'ARE 6-INCH SQUARE PRE-CAST CONCRETE POSTS PROJECTING ABOUT 8
 MT0292'INCHES, WITH BRASS PINS IN THE CENTER TOP.  EACH MARK IS 1
 MT0292'FOOT WEST OF A 4-INCH SQUARE CONCRETE POST ABOUT 4 FEET HIGH.
 MT0292
 MT0292                          STATION RECOVERY (1957)
 MT0292
 MT0292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MT0292'16.1 MI E FROM WELLS.
 MT0292'16.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0292'AVE. AND U.S. HIGHWAY 40 AT WELLS, 324.0 FEET SOUTH OF CENTER LINE OF
 MT0292'THE HIGHWAY, 133.1 FEET SOUTH OF R.M. 1, 266.5 FEET SOUTH OF R.M. 2,
 MT0292'7.6 FEET NORTH OF WITNESS POST, SET IN A ROUND CONCRETE POST
 MT0292'PROJECTING 8 INCHES ABOVE GROUND SURFACE.
 MT0292
 MT0292                          STATION RECOVERY (1968)
 MT0292
 MT0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MT0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0291 ***********************************************************************
 MT0291  DESIGNATION -  LID RM 1
 MT0291  PID         -  MT0291
 MT0291  STATE/COUNTY-  NV/ELKO
 MT0291  USGS QUAD   -  PEQUOP SUMMIT SW (1980)
 MT0291
 MT0291                         *CURRENT SURVEY CONTROL
 MT0291  ___________________________________________________________________
 MT0291* NAD 83(1986)-  41 04 46.     (N)    114 40 51.     (W)     SCALED    
 MT0291* NAVD 88     -      1778.231  (meters)    5834.08   (feet)  ADJUSTED  
 MT0291  ___________________________________________________________________
 MT0291  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 MT0291  DYNAMIC HT  -        1776.743 (meters)    5829.20  (feet)  COMP
 MT0291  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 MT0291
 MT0291  VERT ORDER  -  SECOND    CLASS 0
 MT0291
 MT0291.The horizontal coordinates were scaled from a topographic map and have
 MT0291.an estimated accuracy of +/- 6 seconds.
 MT0291
 MT0291.The orthometric height was determined by differential leveling
 MT0291.and adjusted by the National Geodetic Survey in June 1991..
 MT0291
 MT0291.The geoid height was determined by GEOID03.
 MT0291
 MT0291.The dynamic height is computed by dividing the NAVD 88
 MT0291.geopotential number by the normal gravity value computed on the
 MT0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0291.degrees latitude (g = 980.6199 gals.).
 MT0291
 MT0291.The modeled gravity was interpolated from observed gravity values.
 MT0291
 MT0291;                    North         East    Units  Estimated Accuracy
 MT0291;SPC NV E     - 8,702,860.      275,830.      MT  (+/- 180 meters Scaled)
 MT0291
 MT0291                          SUPERSEDED SURVEY CONTROL
 MT0291
 MT0291  NGVD 29 (??/??/92) 1777.079  (m)         5830.30   (f) ADJ UNCH    2 0
 MT0291
 MT0291.Superseded values are not recommended for survey control.
 MT0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0291.See file dsdata.txt to determine how the superseded data were derived.
 MT0291
 MT0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF948501(NAD 83)
 MT0291_MARKER: Z = SEE DESCRIPTION
 MT0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0291+STABILITY: SURFACE MOTION
 MT0291
 MT0291  HISTORY     - Date     Condition        Report By
 MT0291  HISTORY     - 1957     MONUMENTED       NVDH
 MT0291  HISTORY     - 1957     GOOD             NGS
 MT0291  HISTORY     - 1968     GOOD             USGS
 MT0291
 MT0291                          STATION DESCRIPTION
 MT0291
 MT0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MT0291'16.1 MI E FROM WELLS.
 MT0291'16.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0291'AVE. AND U.S. HIGHWAY 40 AT WELLS, 191.0 FEET SOUTH OF CENTER LINE OF
 MT0291'THE HIGHWAY, 58.0 FEET SOUTH OF TELEPHONE LINE, 133.1 FEET NORTH OF
 MT0291'STATION MARK, A BRASS PIN SET IN A SQUARE CONCRETE POST PROJECTING 5
 MT0291'INCHES ABOVE GROUND SURFACE.
 MT0291
 MT0291                          STATION RECOVERY (1968)
 MT0291
 MT0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0290 ***********************************************************************
 MT0290  DESIGNATION -  LID RM 2
 MT0290  PID         -  MT0290
 MT0290  STATE/COUNTY-  NV/ELKO
 MT0290  USGS QUAD   -  PEQUOP SUMMIT SW (1980)
 MT0290
 MT0290                         *CURRENT SURVEY CONTROL
 MT0290  ___________________________________________________________________
 MT0290* NAD 83(1986)-  41 04 48.     (N)    114 40 51.     (W)     SCALED    
 MT0290* NAVD 88     -      1778.468  (meters)    5834.86   (feet)  ADJUSTED  
 MT0290  ___________________________________________________________________
 MT0290  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 MT0290  DYNAMIC HT  -        1776.979 (meters)    5829.97  (feet)  COMP
 MT0290  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 MT0290
 MT0290  VERT ORDER  -  SECOND    CLASS 0
 MT0290
 MT0290.The horizontal coordinates were scaled from a topographic map and have
 MT0290.an estimated accuracy of +/- 6 seconds.
 MT0290
 MT0290.The orthometric height was determined by differential leveling
 MT0290.and adjusted by the National Geodetic Survey in June 1991..
 MT0290
 MT0290.The geoid height was determined by GEOID03.
 MT0290
 MT0290.The dynamic height is computed by dividing the NAVD 88
 MT0290.geopotential number by the normal gravity value computed on the
 MT0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0290.degrees latitude (g = 980.6199 gals.).
 MT0290
 MT0290.The modeled gravity was interpolated from observed gravity values.
 MT0290
 MT0290;                    North         East    Units  Estimated Accuracy
 MT0290;SPC NV E     - 8,702,920.      275,830.      MT  (+/- 180 meters Scaled)
 MT0290
 MT0290                          SUPERSEDED SURVEY CONTROL
 MT0290
 MT0290  NGVD 29 (??/??/92) 1777.316  (m)         5831.08   (f) ADJ UNCH    2 0
 MT0290
 MT0290.Superseded values are not recommended for survey control.
 MT0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0290.See file dsdata.txt to determine how the superseded data were derived.
 MT0290
 MT0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF948502(NAD 83)
 MT0290_MARKER: Z = SEE DESCRIPTION
 MT0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0290+STABILITY: SURFACE MOTION
 MT0290
 MT0290  HISTORY     - Date     Condition        Report By
 MT0290  HISTORY     - 1957     MONUMENTED       NVDH
 MT0290  HISTORY     - 1957     GOOD             NGS
 MT0290  HISTORY     - 1968     GOOD             USGS
 MT0290
 MT0290                          STATION DESCRIPTION
 MT0290
 MT0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MT0290'16.1 MI E FROM WELLS.
 MT0290'16.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0290'AVE. AND U.S. HIGHWAY 40 AT WELLS, 78.0 FEET SOUTH OF CENTER LINE OF
 MT0290'THE HIGHWAY, 78.5 FEET NORTH OF TELEPHONE LINE, 266.5 FEET NORTH OF
 MT0290'STATION MARK, A BRASS PIN SET IN A SQUARE CONCRETE POST PROJECTING 5
 MT0290'INCHES ABOVE GROUND SURFACE.
 MT0290
 MT0290                          STATION RECOVERY (1968)
 MT0290
 MT0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0365 ***********************************************************************
 HQ0365  DESIGNATION -  LIDA
 HQ0365  PID         -  HQ0365
 HQ0365  STATE/COUNTY-  NV/ESMERALDA
 HQ0365  USGS QUAD   -  RALSTON (1988)
 HQ0365
 HQ0365                         *CURRENT SURVEY CONTROL
 HQ0365  ___________________________________________________________________
 HQ0365* NAD 83(1994)-  37 30 08.49457(N)    117 11 04.16428(W)     ADJUSTED  
 HQ0365* NAVD 88     -      1432.447  (meters)    4699.62   (feet)  ADJUSTED  
 HQ0365  ___________________________________________________________________
 HQ0365  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 HQ0365  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 HQ0365  DYNAMIC HT  -        1430.879 (meters)    4694.48  (feet)  COMP
 HQ0365  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 HQ0365
 HQ0365  HORZ ORDER  -  THIRD
 HQ0365  VERT ORDER  -  FIRST     CLASS II
 HQ0365
 HQ0365.The horizontal coordinates were established by classical geodetic methods
 HQ0365.and adjusted by the National Geodetic Survey in June 1998..
 HQ0365
 HQ0365.The orthometric height was determined by differential leveling
 HQ0365.and adjusted by the National Geodetic Survey in June 1991..
 HQ0365
 HQ0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0365
 HQ0365.The geoid height was determined by GEOID03.
 HQ0365
 HQ0365.The dynamic height is computed by dividing the NAVD 88
 HQ0365.geopotential number by the normal gravity value computed on the
 HQ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0365.degrees latitude (g = 980.6199 gals.).
 HQ0365
 HQ0365.The modeled gravity was interpolated from observed gravity values.
 HQ0365
 HQ0365;                    North         East     Units Scale Factor Converg.
 HQ0365;SPC NV W     - 4,306,294.414   923,680.286   MT  1.00008836   +0 51 06.2
 HQ0365;SPC NV W     -14,128,234.26  3,030,441.07   sFT  1.00008836   +0 51 06.2
 HQ0365;SPC NV C     - 6,305,501.111   454,217.092   MT  0.99992581   -0 18 54.9
 HQ0365;SPC NV C     -20,687,298.23  1,490,210.58   sFT  0.99992581   -0 18 54.9
 HQ0365;UTM  11      - 4,150,619.105   483,693.414   MT  0.99960328   -0 06 44.3
 HQ0365
 HQ0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0365!SPC NV W     -   0.99977938  x   1.00008836  =   0.99986772
 HQ0365!SPC NV C     -   0.99977938  x   0.99992581  =   0.99970520
 HQ0365!UTM  11      -   0.99977938  x   0.99960328  =   0.99938274
 HQ0365
 HQ0365:                Primary Azimuth Mark                     Grid Az
 HQ0365:SPC NV W     -  SAYET                                    139 01 45.1
 HQ0365:SPC NV C     -  SAYET                                    140 11 46.2
 HQ0365:UTM  11      -  SAYET                                    139 59 35.6
 HQ0365
 HQ0365|---------------------------------------------------------------------|
 HQ0365| PID    Reference Object                     Distance      Geod. Az  |
 HQ0365|                                                           dddmmss.s |
 HQ0365| HQ0588 SAYET                               APPROX. 4.5 KM 1395251.3 |
 HQ0365| HQ0585 LIDA AZ MK                                         1702600.6 |
 HQ0365| HQ0364 LIDA RM 1                            11.825 METERS 21614     |
 HQ0365| DB2020 HIGHWAY 95 STA 220+31.47 47.88        8.561 METERS 26014     |
 HQ0365| HQ0366 LIDA RM 2                             9.222 METERS 31017     |
 HQ0365|---------------------------------------------------------------------|
 HQ0365
 HQ0365                          SUPERSEDED SURVEY CONTROL
 HQ0365
 HQ0365  NAD 83(1992)-  37 30 08.49323(N)    117 11 04.16400(W) AD(       ) 3
 HQ0365  NAD 83(1986)-  37 30 08.49509(N)    117 11 04.16562(W) AD(       ) 3
 HQ0365  NAD 27      -  37 30 08.73800(N)    117 11 00.89300(W) AD(       ) 3
 HQ0365  NGVD 29 (05/01/91) 1431.375  (m)         4696.10   (f) ADJUSTED    1 2
 HQ0365
 HQ0365.Superseded values are not recommended for survey control.
 HQ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0365.See file dsdata.txt to determine how the superseded data were derived.
 HQ0365
 HQ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB8369350619(NAD 83)
 HQ0365_MARKER: DS = TRIANGULATION STATION DISK
 HQ0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0365_SP_SET: CONCRETE POST
 HQ0365_STAMPING: LIDA 1949
 HQ0365_MARK LOGO: CGS   
 HQ0365_PROJECTION: PROJECTING 15 CENTIMETERS
 HQ0365_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0365+STABILITY: SURFACE MOTION
 HQ0365
 HQ0365  HISTORY     - Date     Condition        Report By
 HQ0365  HISTORY     - 1950     MONUMENTED       CGS
 HQ0365  HISTORY     - 1955     GOOD             CGS
 HQ0365  HISTORY     - 1955     GOOD             NGS
 HQ0365  HISTORY     - 1970     GOOD             NGS
 HQ0365  HISTORY     - 1973     GOOD             NGS
 HQ0365  HISTORY     - 1983     GOOD             NGS
 HQ0365  HISTORY     - 19920623 GOOD             LOCENG
 HQ0365
 HQ0365                          STATION DESCRIPTION
 HQ0365
 HQ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0365'THE STATION IS LOCATED AT THE INTERSECTION OF U.S. HIGHWAY 95
 HQ0365'AND NEVADA STATE HIGHWAY 3, ABOUT 15 MILES BY ROAD SOUTH OF THE
 HQ0365'COUNTY COURT HOUSE IN GOLDFIELD AND ABOUT 14 MILES BY ROAD
 HQ0365'NORTHEAST OF GOLD POINT.  IT IS 76 FEET EAST NORTHEAST OF THE
 HQ0365'CENTER OF THE INTERSECTION, 17 PACES EAST SOUTHEAST OF A SIGN
 HQ0365'POST GOLDFIELD 15, TONOPAH 41, BEATTY 51, LAS VEGAS 165,
 HQ0365'AND 18 INCHES WEST OF A 4 X 4 INCH WITNESS POST.  THE MARK
 HQ0365'PROJECTS ABOUT 2 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 HQ0365'STAMPED LIDA 1949.
 HQ0365'
 HQ0365'REFERENCE MARK NUMBER 1 IS APPROXIMATELY THE SAME ELEVATION AS
 HQ0365'THE STATION.  IT IS 17 PACES EAST OF THE CENTER OF U.S. HIGHWAY
 HQ0365'95.  THE MARK PROJECTS ABOUT 1 INCH ABOVE THE SURROUNDING
 HQ0365'SURFACE AND IS STAMPED LIDA NO 1 1949.
 HQ0365'
 HQ0365'REFERENCE MARK NUMBER 2 IS APPROXIMATELY THE SAME ELEVATION
 HQ0365'AS THE STATION.  IT IS SET FLUSH WITH THE SURROUNDING SURFACE,
 HQ0365'ABOUT 11 PACES EAST OF A SIGN POST AND IS STAMPED LIDA NO 2
 HQ0365'1949.
 HQ0365'
 HQ0365'THE AZIMUTH MARK IS LOCATED ALONG U.S. HIGHWAY 95, SET IN THE
 HQ0365'TOP OF THE NORTH END OF THE WEST ABUTMENT OF A CONCRETE CULVERT,
 HQ0365'8 FEET EAST OF A 4 X 4 INCH WITNESS POST.  THE MARK IS STAMPED
 HQ0365'LIDA 1949.
 HQ0365
 HQ0365                          STATION RECOVERY (1955)
 HQ0365
 HQ0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 HQ0365'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED IN
 HQ0365'GOOD CONDITION AS DESCRIBED.
 HQ0365
 HQ0365                          STATION RECOVERY (1955)
 HQ0365
 HQ0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 HQ0365'20.7 MI S FROM GOLDFIELD.
 HQ0365'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE AT
 HQ0365'GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD, THENCE
 HQ0365'13.3 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS AND
 HQ0365'TONOPAH RAILROAD, THENCE 1.1 MILES NORTHWEST ALONG A TRACK ROAD,
 HQ0365'THENCE 0.2 MILE NORTH ALONG U.S. HIGHWAY 95, 75 1/2 FEET EAST
 HQ0365'OF THE CENTER OF THE Y JUNCTION OF STATE HIGHWAY 3 LEADING
 HQ0365'SOUTHWEST, 49.3 FEET EAST OF THE SOUTH 4- BY 4-INCH WOODEN LEG
 HQ0365'OF A GOLDFIELD 15 TONOPAH 41 BEATTY 51 LAS VEGAS 165 SIGN, 38.8
 HQ0365'FEET NORTHEAST OF LIDA R.M. 1, 30.2 FEET SOUTHEAST OF LIDA
 HQ0365'R.M. 2, 3.2 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH
 HQ0365'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HQ0365'0.1 FOOT ABOVE THE GROUND.  THIS MARK MAY ALSO BE REACHED BY
 HQ0365'GOING 15 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY
 HQ0365'COURTHOUSE IN GOLDFIELD TO THE JUNCTION OF STATE HIGHWAY 3.
 HQ0365
 HQ0365                          STATION RECOVERY (1970)
 HQ0365
 HQ0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HQ0365'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 HQ0365'RECOVERED AND FOUND IN GOOD CONDITION.  THE MARKS ALL HAVE
 HQ0365'A WEATHERED APPEARENCE.  DUE TO PLANNED HIGHWAY CONSTRUCTION
 HQ0365'IN THE AREA A NEW AZIMUTH MARK WAS ESTABLISHED AND THE OLD ONE
 HQ0365'DESTROYED.
 HQ0365'
 HQ0365'THE STATION IS LOCATED ALONG THE EAST SIDE OF THE T-INTERSECTION
 HQ0365'FORMED BY U.S. HIGHWAY 95 AND STATE HIGHWAY 3.  14 MILES
 HQ0365'EAST OF GOLD POINT.
 HQ0365'
 HQ0365'TO REACH THE STATION FROM THE COURT HOUSE IN GOLDFIELD GO
 HQ0365'SOUTH ALONG U.S. HIGHWAY 95 FOR ABOUT 15 MILES TO THE INTERSECTION
 HQ0365'OF STATE HIGHWAY 3 AND THE STATION ON THE LEFT.
 HQ0365'
 HQ0365'THE STATION MARK IS A 12 X 12 INCH CONCRETE MONUMENT WHICH
 HQ0365'PROJECTS 1 INCH.  IT IS 77 FEET EAST OF THE CENTER OF THE
 HQ0365'HIGHWAY INTERSECTION, 32 FEET SOUTHEAST A PAINTED HIGHWAY
 HQ0365'6 X 6 INCH POST, 26 FEET SOUTH OF A DRAINAGE DITCH AND 4
 HQ0365'FEET SOUTH OF A WITNESS POST.  THE MARK IS STAMPED LIDA 1949.
 HQ0365'
 HQ0365'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, LIDA NO 1 1949.
 HQ0365'IT IS 47 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET
 HQ0365'NORTHEAST OF THE WITNESS POST AND 24-1/2 FEET NORTHEAST OF
 HQ0365'A HIGHWAY SIGN.
 HQ0365'
 HQ0365'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, LIDA NO 2 1949.
 HQ0365'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 HQ0365'PROJECTS ABOUT 1 INCH.  IT IS 57 FEET EAST OF THE CENTER LINE
 HQ0365'OF HIGHWAY 95 AND 6 FEET EAST OF A 6 X 6 INCH POST.
 HQ0365'
 HQ0365'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED,
 HQ0365'4647 262AM 1965.  IT IS SET IN THE TOP OF A 6 X 6 INCH
 HQ0365'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.  IT IS 79 FEET
 HQ0365'NORTH OF THE CENTER LINE OF STATE HIGHWAY 3, 118 FEET SOUTHEAST
 HQ0365'OF A POWER POLE WITH NO NUMBER AND 3 FEET WEST OF A WITNESS
 HQ0365'POST.  THE MARK IS 1.0 MILE WEST OF THE STATION.
 HQ0365'
 HQ0365'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HQ0365'
 HQ0365'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14-1/2
 HQ0365'MILES SOUTH OF GOLDFIELD
 HQ0365
 HQ0365                          STATION RECOVERY (1973)
 HQ0365
 HQ0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 HQ0365'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK (26EAM
 HQ0365'USGS) WERE RECOVERED AS DESCRIBED.  CONSTRUCTION ALONG U.S.
 HQ0365'HIGHWAY 95 DESTROYED REFERENCE MARK 1.  A HIGHWAY MARK WAS
 HQ0365'ESTABLISHED FOR REFERENCE MARK 3 AT THIS TIME.
 HQ0365'
 HQ0365'REFERENCE MARK 3 IS A NEVADA HIGHWAY DEPARTMENT DISK STAMPED,
 HQ0365'C220+31.47 (DIST) 47.88 (ANGLE) 90.  IT IS SET IN TOP OF A
 HQ0365'18 INCH CONCRETE MONUMENT WITH WITNESS POST PROJECTING FROM
 HQ0365'THE MONUMENT.  THE MARK IS 49 FEET EAST OF THE CENTER OF THE
 HQ0365'INTERSECTION OF U.S. 95 AND NEVADA HIGHWAY 3, 18 FEET SOUTHEAST
 HQ0365'OF A HIGHWAY SIGN.
 HQ0365'
 HQ0365'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HQ0365'
 HQ0365'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13-1/2 MILES
 HQ0365'SOUTH OF GOLDFIELD
 HQ0365
 HQ0365                          STATION RECOVERY (1983)
 HQ0365
 HQ0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0365'23.5 KM (14.6 MI) SOUTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0365'GOLDFIELD, AT THE T-JUNCTION OF STATE HIGHWAY 266 LEADING SOUTHWEST,
 HQ0365'24.3 METERS (80 FT) EAST OF THE HIGHWAY CENTERLINE, 18.2 METERS (60
 HQ0365'FT) SOUTH OF THE EXTENDED CENTERLINE OF STATE HIGHWAY 266, 9.1 METERS
 HQ0365'(30 FT) SOUTHEAST OF RM 2, 7.6 METERS (25 FT) WEST OF A DITCH.
 HQ0365'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 HQ0365'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HQ0365
 HQ0365                          STATION RECOVERY (1992)
 HQ0365
 HQ0365'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0585 ***********************************************************************
 HQ0585  DESIGNATION -  LIDA AZ MK
 HQ0585  PID         -  HQ0585
 HQ0585  STATE/COUNTY-  NV/ESMERALDA
 HQ0585  USGS QUAD   -  STONEWALL PASS (1968)
 HQ0585
 HQ0585                         *CURRENT SURVEY CONTROL
 HQ0585  ___________________________________________________________________
 HQ0585* NAD 83(1986)-  37 29 49.     (N)    117 11 01.     (W)     SCALED    
 HQ0585* NAVD 88     -      1424.382  (meters)    4673.16   (feet)  ADJUSTED  
 HQ0585  ___________________________________________________________________
 HQ0585  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 HQ0585  DYNAMIC HT  -        1422.824 (meters)    4668.05  (feet)  COMP
 HQ0585  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 HQ0585
 HQ0585  VERT ORDER  -  FIRST     CLASS II
 HQ0585
 HQ0585.The horizontal coordinates were scaled from a topographic map and have
 HQ0585.an estimated accuracy of +/- 6 seconds.
 HQ0585
 HQ0585.The orthometric height was determined by differential leveling
 HQ0585.and adjusted by the National Geodetic Survey in June 1991..
 HQ0585
 HQ0585.The geoid height was determined by GEOID03.
 HQ0585
 HQ0585.The dynamic height is computed by dividing the NAVD 88
 HQ0585.geopotential number by the normal gravity value computed on the
 HQ0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0585.degrees latitude (g = 980.6199 gals.).
 HQ0585
 HQ0585.The modeled gravity was interpolated from observed gravity values.
 HQ0585
 HQ0585;                    North         East    Units  Estimated Accuracy
 HQ0585;SPC NV W     - 4,305,700.      923,770.      MT  (+/- 180 meters Scaled)
 HQ0585
 HQ0585                          SUPERSEDED SURVEY CONTROL
 HQ0585
 HQ0585  NGVD 29 (??/??/92) 1423.31   (m)         4669.6    (f) COMPUTED    1 2
 HQ0585
 HQ0585.Superseded values are not recommended for survey control.
 HQ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0585.See file dsdata.txt to determine how the superseded data were derived.
 HQ0585
 HQ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB837500(NAD 83)
 HQ0585_MARKER: DZ = AZIMUTH MARK DISK
 HQ0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0585_SP_SET: CULVERT
 HQ0585_STAMPING: LIDA 1949
 HQ0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0585
 HQ0585  HISTORY     - Date     Condition        Report By
 HQ0585  HISTORY     - 1949     MONUMENTED       CGS
 HQ0585  HISTORY     - 1955     GOOD             NGS
 HQ0585
 HQ0585                          STATION DESCRIPTION
 HQ0585
 HQ0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HQ0585'20.7 MI S FROM GOLDFIELD.
 HQ0585'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE
 HQ0585'AT GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD,
 HQ0585'THENCE 13.8 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS
 HQ0585'AND TONOPAH RAILROAD, THENCE 1.1 MILES NORTHWEST ALONG A TRACK
 HQ0585'ROAD, THENCE 0.2 MILE SOUTH ALONG U.S. HIGHWAY 95, 0.4 MILE
 HQ0585'SOUTH OF LIDA TRIANGULATION STATION, AT 18-INCH CORRUGATED
 HQ0585'METAL PIPE CULVERT C 199+00, IN THE TOP OF THE NORTH END OF THE
 HQ0585'WEST CONCRETE HEAD WALL, 21.6 FEET WEST OF THE CENTER LINE OF
 HQ0585'THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.  THIS
 HQ0585'MARK MAY ALSO BE REACHED BY GOING ABOUT 15 1/2 MILES SOUTH
 HQ0585'ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE IN GOLDFIELD
 HQ0585'TO A POINT 0.4 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0364 ***********************************************************************
 HQ0364  DESIGNATION -  LIDA RM 1
 HQ0364  PID         -  HQ0364
 HQ0364  STATE/COUNTY-  NV/ESMERALDA
 HQ0364  USGS QUAD   -  RALSTON (1988)
 HQ0364
 HQ0364                         *CURRENT SURVEY CONTROL
 HQ0364  ___________________________________________________________________
 HQ0364* NAD 83(1986)-  37 30 09.     (N)    117 11 02.     (W)     SCALED    
 HQ0364* NAVD 88     -      1432.317  (meters)    4699.19   (feet)  ADJUSTED  
 HQ0364  ___________________________________________________________________
 HQ0364  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 HQ0364  DYNAMIC HT  -        1430.749 (meters)    4694.05  (feet)  COMP
 HQ0364  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 HQ0364
 HQ0364  VERT ORDER  -  FIRST     CLASS II
 HQ0364
 HQ0364.The horizontal coordinates were scaled from a topographic map and have
 HQ0364.an estimated accuracy of +/- 6 seconds.
 HQ0364
 HQ0364.The orthometric height was determined by differential leveling
 HQ0364.and adjusted by the National Geodetic Survey in June 1991..
 HQ0364
 HQ0364.The geoid height was determined by GEOID03.
 HQ0364
 HQ0364.The dynamic height is computed by dividing the NAVD 88
 HQ0364.geopotential number by the normal gravity value computed on the
 HQ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0364.degrees latitude (g = 980.6199 gals.).
 HQ0364
 HQ0364.The modeled gravity was interpolated from observed gravity values.
 HQ0364
 HQ0364;                    North         East    Units  Estimated Accuracy
 HQ0364;SPC NV W     - 4,306,310.      923,730.      MT  (+/- 180 meters Scaled)
 HQ0364
 HQ0364                          SUPERSEDED SURVEY CONTROL
 HQ0364
 HQ0364  NGVD 29 (??/??/92) 1431.247  (m)         4695.68   (f) ADJ UNCH    1 2
 HQ0364
 HQ0364.Superseded values are not recommended for survey control.
 HQ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0364.See file dsdata.txt to determine how the superseded data were derived.
 HQ0364
 HQ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB837506(NAD 83)
 HQ0364_MARKER: DR = REFERENCE MARK DISK
 HQ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0364_STAMPING: LIDA NO 1 1949
 HQ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0364+STABILITY: SURFACE MOTION
 HQ0364
 HQ0364  HISTORY     - Date     Condition        Report By
 HQ0364  HISTORY     - 1949     MONUMENTED       CGS
 HQ0364  HISTORY     - 1955     GOOD             NGS
 HQ0364
 HQ0364                          STATION DESCRIPTION
 HQ0364
 HQ0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HQ0364'20.7 MI S FROM GOLDFIELD.
 HQ0364'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE AT
 HQ0364'GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD, THENCE
 HQ0364'13.8 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS AND
 HQ0364'TONOPAH RAILROAD, THENCE 1.1 MILES NORTHWEST ALONG A TRACK ROAD,
 HQ0364'THENCE 0.2 MILE NORTH ALONG U.S. HIGHWAY 95, 52 1/2 FEET EAST
 HQ0364'OF THE CENTER OF THE Y JUNCTION OF STATE HIGHWAY 3 LEADING
 HQ0364'SOUTHWEST, 50.6 FEET SOUTH OF LIDA R.M. 2, 43.2 FEET SOUTHEAST
 HQ0364'OF THE SOUTH ONE OF A GROUP OF 4- BY 4-INCH POSTS SUPPORTING A
 HQ0364'GOLDFIELD 15 TONOPAH 41 BEATTY 51 LAS VEGAS 165 SIGN, 38.8 FEET
 HQ0364'SOUTHWEST OF TRIANGULATION STATION LIDA, ABOUT LEVEL WITH THE
 HQ0364'HIGHWAY, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE
 HQ0364'POST.  THIS MARK MAY ALSO BE REACHED BY GOING 15 MILES SOUTH
 HQ0364'ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE IN GOLDFIELD
 HQ0364'TO THE JUNCTION OF STATE HIGHWAY 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0366 ***********************************************************************
 HQ0366  DESIGNATION -  LIDA RM 2
 HQ0366  PID         -  HQ0366
 HQ0366  STATE/COUNTY-  NV/ESMERALDA
 HQ0366  USGS QUAD   -  RALSTON (1988)
 HQ0366
 HQ0366                         *CURRENT SURVEY CONTROL
 HQ0366  ___________________________________________________________________
 HQ0366* NAD 83(1986)-  37 30 09.     (N)    117 11 03.     (W)     SCALED    
 HQ0366* NAVD 88     -      1432.495  (meters)    4699.78   (feet)  ADJUSTED  
 HQ0366  ___________________________________________________________________
 HQ0366  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 HQ0366  DYNAMIC HT  -        1430.926 (meters)    4694.63  (feet)  COMP
 HQ0366  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 HQ0366
 HQ0366  VERT ORDER  -  FIRST     CLASS II
 HQ0366
 HQ0366.The horizontal coordinates were scaled from a topographic map and have
 HQ0366.an estimated accuracy of +/- 6 seconds.
 HQ0366
 HQ0366.The orthometric height was determined by differential leveling
 HQ0366.and adjusted by the National Geodetic Survey in June 1991..
 HQ0366
 HQ0366.The geoid height was determined by GEOID03.
 HQ0366
 HQ0366.The dynamic height is computed by dividing the NAVD 88
 HQ0366.geopotential number by the normal gravity value computed on the
 HQ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0366.degrees latitude (g = 980.6199 gals.).
 HQ0366
 HQ0366.The modeled gravity was interpolated from observed gravity values.
 HQ0366
 HQ0366;                    North         East    Units  Estimated Accuracy
 HQ0366;SPC NV W     - 4,306,310.      923,710.      MT  (+/- 180 meters Scaled)
 HQ0366
 HQ0366                          SUPERSEDED SURVEY CONTROL
 HQ0366
 HQ0366  NGVD 29 (??/??/92) 1431.425  (m)         4696.27   (f) ADJ UNCH    1 2
 HQ0366
 HQ0366.Superseded values are not recommended for survey control.
 HQ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0366.See file dsdata.txt to determine how the superseded data were derived.
 HQ0366
 HQ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB837506(NAD 83)
 HQ0366_MARKER: DR = REFERENCE MARK DISK
 HQ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0366_SP_SET: CONCRETE POST
 HQ0366_STAMPING: LIDA NO 1 1949
 HQ0366_MARK LOGO: CGS   
 HQ0366_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0366+STABILITY: SURFACE MOTION
 HQ0366
 HQ0366  HISTORY     - Date     Condition        Report By
 HQ0366  HISTORY     - 1949     MONUMENTED       CGS
 HQ0366  HISTORY     - 1955     GOOD             NGS
 HQ0366  HISTORY     - 19920623 GOOD             LOCENG
 HQ0366
 HQ0366                          STATION DESCRIPTION
 HQ0366
 HQ0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HQ0366'20.7 MI S FROM GOLDFIELD.
 HQ0366'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE AT
 HQ0366'GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD, THENCE
 HQ0366'13.8 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS AND
 HQ0366'TONOPAH RAILROAD, THENCE 1.1 MILES NORTHWEST ALONG A TRACK ROAD,
 HQ0366'THENCE 0.2 MILE NORTH ALONG U.S. HIGHWAY 95, 60 FEET NORTHEAST
 HQ0366'OF THE CENTER OF THE Y JUNCTION OF STATE HIGHWAY 3 LEADING
 HQ0366'SOUTHEAST, 50.6 FEET NORTH OF LIDA R.M. 1, 31 FEET NORTHEAST OF
 HQ0366'THE NORTH 4- BY 4-INCH WOODEN LEG OF A GOLDFIELD 15 TONOPAH 41
 HQ0366'BEATTY 51 LAS VEGAS 165 SIGN, 30.2 FEET NORTHWEST OF
 HQ0366'TRIANGULATION STATION LIDA, ABOUT LEVEL WITH THE HIGHWAY, FLUSH
 HQ0366'WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.  THIS
 HQ0366'MARK MAY ALSO BE REACHED BY GOING 15 MILES SOUTH ALONG U.S.
 HQ0366'HIGHWAY 95 FROM THE COUNTY COURTHOUSE IN GOLDFIELD TO THE
 HQ0366'JUNCTION OF STATE HIGHWAY 3.
 HQ0366
 HQ0366                          STATION RECOVERY (1992)
 HQ0366
 HQ0366'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1397 ***********************************************************************
 FS1397  DESIGNATION -  LIGHT
 FS1397  PID         -  FS1397
 FS1397  STATE/COUNTY-  NV/CLARK
 FS1397  USGS QUAD   -  SEARCHLIGHT (1989)
 FS1397
 FS1397                         *CURRENT SURVEY CONTROL
 FS1397  ___________________________________________________________________
 FS1397* NAD 83(1994)-  35 29 23.37574(N)    114 54 28.64579(W)     ADJUSTED  
 FS1397* NAVD 88     -      1319.7    (meters)    4330.     (feet)  VERTCON   
 FS1397  ___________________________________________________________________
 FS1397  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 FS1397  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FS1397
 FS1397  HORZ ORDER  -  THIRD
 FS1397
 FS1397.The horizontal coordinates were established by classical geodetic methods
 FS1397.and adjusted by the National Geodetic Survey in June 1998..
 FS1397
 FS1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1397
 FS1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1397
 FS1397.The geoid height was determined by GEOID03.
 FS1397
 FS1397;                    North         East     Units Scale Factor Converg.
 FS1397;SPC NV E     - 8,082,279.890   261,278.532   MT  0.99994626   +0 23 31.6
 FS1397;SPC NV E     -26,516,613.27    857,211.32   sFT  0.99994626   +0 23 31.6
 FS1397;UTM  11      - 3,929,377.081   689,771.631   MT  1.00004382   +1 12 53.7
 FS1397
 FS1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1397!SPC NV E     -   0.99979741  x   0.99994626  =   0.99974368
 FS1397!UTM  11      -   0.99979741  x   1.00004382  =   0.99984122
 FS1397
 FS1397|---------------------------------------------------------------------|
 FS1397| PID    Reference Object                     Distance      Geod. Az  |
 FS1397|                                                           dddmmss.s |
 FS1397| CS5979 LIGHT RM 2                            4.161 METERS 07440     |
 FS1397| CS5978 LIGHT RM 1                            4.310 METERS 29059     |
 FS1397|---------------------------------------------------------------------|
 FS1397
 FS1397                          SUPERSEDED SURVEY CONTROL
 FS1397
 FS1397  NAD 83(1992)-  35 29 23.37416(N)    114 54 28.64220(W) AD(1991.35) 3
 FS1397  NAD 83(1992)-  35 29 23.37321(N)    114 54 28.64361(W) AD(       ) 3
 FS1397  NAD 83(1992)-  35 29 23.37476(N)    114 54 28.64715(W) AD(       ) 3
 FS1397  NAD 83(1986)-  35 29 23.37574(N)    114 54 28.63510(W) AD(       ) 3
 FS1397  NGVD 29 (05/21/91) 1318.9    (m)         4327.     (f) VERT ANG       
 FS1397
 FS1397.Superseded values are not recommended for survey control.
 FS1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1397.See file dsdata.txt to determine how the superseded data were derived.
 FS1397
 FS1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV8977229377(NAD 83)
 FS1397_MARKER: DS = TRIANGULATION STATION DISK
 FS1397_SETTING: 80 = SET IN A BOULDER
 FS1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1397+STABILITY: SURFACE MOTION
 FS1397
 FS1397  HISTORY     - Date     Condition        Report By
 FS1397  HISTORY     - 1957     MONUMENTED       USGS
 FS1397  HISTORY     - 1958     GOOD             USGS
 FS1397
 FS1397                          STATION DESCRIPTION
 FS1397
 FS1397'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FS1397'LOCATED ABOUT 2 MI N. OF SEARCHLIGHT, 0.6 MI E. OF U.S. HWY. 95.
 FS1397'ON MOST NORTHEASTERLY TOP OF SMALL GROUP OF HILLS.
 FS1397'
 FS1397'TO REACH FROM SEARCHLIGHT POST OFFICE, DRIVE 2.4 MI N. ON U.S.
 FS1397'HWY. 95 TO DIRT RD. RIGHT.  TURN RIGHT 0.2 MI TO Y-FORKS.  TAKE
 FS1397'RIGHT FORK 0.2 MI TO Y-FORKS.  TAKE RIGHT FORK 0.2 MI TO Y-FORKS.
 FS1397'TAKE RIGHT FORK 0.2 MI.  BEAR RIGHT S. CROSS-COUNTRY ABOUT 0.2 MI
 FS1397'TOWARD TOP.  PACK S. TO TOP AND STATION.  ABOUT A 15-MINUTE PACK.
 FS1397'
 FS1397'STATION MARK--STANDARD TABLET STAMPED---LIGHT 1957---, IN TOP OF
 FS1397'SMALL BOULDER PROJECTING 0.8 FT.
 FS1397'
 FS1397'RM 1--STANDARD RM TABLET STAMPED---NO 1 1957---, IN TOP OF LARGE
 FS1397'BOULDER, 4.6 FT LOWER THAN STATION MARK.
 FS1397'
 FS1397'RM 2--STANDARD RM TABLET STAMPED---NO 2 1957---, IN TOP OF LARGE
 FS1397'BOULDER.
 FS1397
 FS1397                          STATION RECOVERY (1958)
 FS1397
 FS1397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FS1397'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0568 ***********************************************************************
 LS0568  DESIGNATION -  LIME
 LS0568  PID         -  LS0568
 LS0568  STATE/COUNTY-  NV/PERSHING
 LS0568  USGS QUAD   -  ROCHESTER (1987)
 LS0568
 LS0568                         *CURRENT SURVEY CONTROL
 LS0568  ___________________________________________________________________
 LS0568* NAD 83(1994)-  40 19 38.76708(N)    118 11 45.98779(W)     ADJUSTED  
 LS0568* NAVD 88     -      2134.5    (meters)    7003.     (feet)  VERTCON   
 LS0568  ___________________________________________________________________
 LS0568  LAPLACE CORR-           6.87  (seconds)                    DEFLEC99
 LS0568  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 LS0568
 LS0568  HORZ ORDER  -  SECOND
 LS0568
 LS0568.The horizontal coordinates were established by classical geodetic methods
 LS0568.and adjusted by the National Geodetic Survey in June 1998..
 LS0568
 LS0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0568
 LS0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0568
 LS0568.The geoid height was determined by GEOID03.
 LS0568
 LS0568;                    North         East     Units Scale Factor Converg.
 LS0568;SPC NV W     - 4,619,038.446   832,904.957   MT  0.99991332   +0 15 02.1
 LS0568;SPC NV W     -15,154,295.30  2,732,622.35   sFT  0.99991332   +0 15 02.1
 LS0568;UTM  11      - 4,464,786.804   398,388.731   MT  0.99972709   -0 46 26.9
 LS0568
 LS0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0568!SPC NV W     -   0.99966869  x   0.99991332  =   0.99958204
 LS0568!UTM  11      -   0.99966869  x   0.99972709  =   0.99939587
 LS0568
 LS0568|---------------------------------------------------------------------|
 LS0568| PID    Reference Object                     Distance      Geod. Az  |
 LS0568|                                                           dddmmss.s |
 LS0568| DB8104 LIME RM 1                             7.869 METERS 09905     |
 LS0568| DB8103 LIME AZ MK                                         1552311.4 |
 LS0568| LS0572 AIRWAY BCN 28 ESE LOVELOCK          APPROX.28.0 KM 1772717.0 |
 LS0568| LS0567 VA 6994                               1.831 METERS 21023     |
 LS0568|---------------------------------------------------------------------|
 LS0568
 LS0568                          SUPERSEDED SURVEY CONTROL
 LS0568
 LS0568  NAD 83(1986)-  40 19 38.77520(N)    118 11 45.98292(W) AD(       ) 2
 LS0568  NAD 27      -  40 19 39.10030(N)    118 11 42.47760(W) AD(       ) 2
 LS0568  NGVD 29 (07/19/86) 2133.4    (m)         6999.     (f) VERT ANG       
 LS0568
 LS0568.Superseded values are not recommended for survey control.
 LS0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0568.See file dsdata.txt to determine how the superseded data were derived.
 LS0568
 LS0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE9838964787(NAD 83)
 LS0568_MARKER: DS = TRIANGULATION STATION DISK
 LS0568_SETTING: 66 = SET IN ROCK OUTCROP
 LS0568_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 LS0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0568
 LS0568  HISTORY     - Date     Condition        Report By
 LS0568  HISTORY     - 1958     MONUMENTED       CGS
 LS0568  HISTORY     - 1958     GOOD             CGS
 LS0568
 LS0568                          STATION DESCRIPTION
 LS0568
 LS0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0568'THE STATION IS LOCATED, AIRLINE, ABOUT 18 MILES NORTHEAST OF
 LS0568'LOVELOCK, 7 MILES EAST OF OREANA AND 1 MILE NORTH OF LIMERICK
 LS0568'CANYON ROAD.  IT IS ON THE HIGHEST POINT OF LONE MOUNTAIN,
 LS0568'IN THE HUMBOLDT RANGE.
 LS0568'
 LS0568'TO REACH THE STATION FROM THE POST OFFICE IN LOVELOCK GO EAST
 LS0568'ON MAIN STREET FOR 1 BLOCK TO A TRAFFIC LIGHT AND JUNCTION
 LS0568'WITH U.S. HIGHWAYS 40 AND 95.  TURN LEFT AND GO NORTHEASTERLY,
 LS0568'TOWARDS WINNEMUCCA, ON U.S. HIGHWAYS 40 AND 95 FOR 13.55 MILES
 LS0568'TO A CROSSROAD AT THE NORTHERN SIDE OF THE SMALL VILLAGE OF
 LS0568'OREANA AT A SIGN UNIONVILLE VIA SPRING VALLEY ROCHESTER ON
 LS0568'THE RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 LS0568'0.2 MILE TO A FORK.  TAKE THE RIGHT FORK, STRAIGHT AHEAD,
 LS0568'AND GO EAST 1.25 MILES TO A FORK.  TAKE THE RIGHT FORK,
 LS0568'STRAIGHT AHEAD, AND CONTINUE EAST 0.9 MILE TO A FORK.  TAKE THE
 LS0568'LEFT FORK AT A SIGN AMERICAN CANYON MINES AND GO EAST 0.4
 LS0568'MILE TO A FORK.  TAKE THE RIGHT FORK, UP THE CANYON, AND
 LS0568'GO EASTERLY 4.6 MILES TO THE AZIMUTH MARK ON THE LEFT.
 LS0568'CONTINUE ON EAST FOR 0.15 MILE TO A FORK AT A SIGN AMERICAN
 LS0568'CANYON MINES.  TAKE THE LEFT FORK AND GO NORTHEAST 1.25 MILES
 LS0568'TO A CROSSROADS AT THE SUMMIT OF THE ROAD IN A SADDLE ON
 LS0568'THE RIDGE.  TURN LEFT AND FOLLOW TRACK ROAD UP RIDGE,
 LS0568'NORTHWESTERLY, FOR 0.65 MILE TO A DIM SIDEROAD LEFT IN A
 LS0568'SADDLE ON THE RIDGE.  TURN LEFT, ONTO CONNECTING RIDGE, AND
 LS0568'FOLLOW DIM TRACK ROAD WESTERLY ALONG TOP OF RIDGE FOR
 LS0568'0.9 MILE TO THE END OF TRUCK TRAVEL.  ABOUT 25 YARDS BEYOND
 LS0568'THIS POINT THERE IS A SMALL CAIRN ON THE RIGHT, NORTH,
 LS0568'SIDE OF A WELL-DEFINED COW PATH.  PACK ALONG THIS COW PATH UP
 LS0568'THE RIDGE ABOUT 250 YARDS TO A POINT WHERE IT VEERS TO THE
 LS0568'RIGHT, NORTH, SIDE OF THE RIDGE ABOUT 100 YARDS BELOW A
 LS0568'LARGE MASS OF RIM-ROCK.  FOLLOW THE COW PATH WESTERLY
 LS0568'AROUND THE SIDE OF THE RIDGE, GRADUALLY ASCENDING TO THE
 LS0568'TOP, THENCE ALONG THE RIDGE, FOR A TOTAL DISTANCE OF ABOUT
 LS0568'1 MILE, TO THE HIGHEST POINT AND THE STATION AT THE
 LS0568'WESTERN END OF THE RIDGE.
 LS0568'
 LS0568'THE STATION MARK IS A STANDARD DISK STAMPED LIME 1958 CEMENTED
 LS0568'IN A DEPRESSION IN A LARGE MASS OF STRATIFIED BEDROCK.  IT IS
 LS0568'ABOUT 24 FEET NORTH-NORTHWEST OF THE HIGHEST POINT OF THE
 LS0568'MASS OF BEDROCK, ABOUT 3 FEET LOWER THAN THE HIGHEST POINT,
 LS0568'AND IS ABOUT 6 INCHES LOWER THAN THE ROCK IMMEDIATELY SURROUNDING
 LS0568'THE DISK.
 LS0568'
 LS0568'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED LIME NO 1
 LS0568'1958 CEMENTED IN A DRILL HOLE IN A LARGE MASS OF STRATIFIED
 LS0568'BEDROCK, AND PROJECTS ABOUT 4 FEET.  IT IS 3 FEET SOUTH OF
 LS0568'A SMALL CAIRN, AND IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 LS0568'STATION.
 LS0568'
 LS0568'REFERENCE MARK NUMBER 2 IS A STANDARD U.S. GEOLOGICAL SURVEY
 LS0568'BENCH MARK DISK STAMPED VA 6994 6994VA 1916 CEMENTED IN A
 LS0568'DEPRESSION IN THE SAME LARGE MASS OF STRATIFIED BEDROCK AS THE
 LS0568'STATION.  IT IS ABOUT 8 INCHES LOWER THAN THE ROCK IMMEDIATELY
 LS0568'SURROUNDING THE DISK, AND IS ABOUT 6 INCHES LOWER IN ELEVATION
 LS0568'THAN THE STATION.
 LS0568'
 LS0568'AZIMUTH MARK IS A STANDARD DISK STAMPED LIME 1958 CEMENTED IN
 LS0568'A DRILL HOLE IN A LARGE OUTCROPPING BOULDER, AND PROJECTS
 LS0568'ABOUT 3 FEET.  IT IS 10 FEET WEST OF A CAIRN, ABOUT 80 FEET
 LS0568'NORTHWEST OF TWO 6X6-INCH MINING CLAIM STAKES AND ABOUT 50
 LS0568'YARDS NORTH OF CENTERLINE OF THE ROAD LEADING TO THE STATION.
 LS0568'
 LS0568'PACKING TIME--1/2 HOUR.
 LS0568
 LS0568                          STATION RECOVERY (1958)
 LS0568
 LS0568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LS0568'STATION MARK--A STANDARD DISK STAMPED---LIME 1958---CEMENTED IN A
 LS0568'DEPRESSION IN A LARGE MASS OF STRATIFIED BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0469 ***********************************************************************
 KP0469  DESIGNATION -  LIMESTONE
 KP0469  PID         -  KP0469
 KP0469  STATE/COUNTY-  NV/WHITE PINE
 KP0469  USGS QUAD   -  INDIAN GARDEN MTN (1990)
 KP0469
 KP0469                         *CURRENT SURVEY CONTROL
 KP0469  ___________________________________________________________________
 KP0469* NAD 83(1994)-  39 05 20.43423(N)    115 24 04.00373(W)     ADJUSTED  
 KP0469* NAVD 88     -      2853.4    (meters)    9362.     (feet)  VERTCON   
 KP0469  ___________________________________________________________________
 KP0469  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 KP0469  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 KP0469
 KP0469  HORZ ORDER  -  THIRD
 KP0469
 KP0469.The horizontal coordinates were established by classical geodetic methods
 KP0469.and adjusted by the National Geodetic Survey in June 1998..
 KP0469
 KP0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0469
 KP0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0469
 KP0469.The geoid height was determined by GEOID03.
 KP0469
 KP0469;                    North         East     Units Scale Factor Converg.
 KP0469;SPC NV E     - 8,481,494.817   215,763.799   MT  0.99990306   +0 06 53.6
 KP0469;SPC NV E     -27,826,370.91    707,885.06   sFT  0.99990306   +0 06 53.6
 KP0469;UTM  11      - 4,327,870.866   638,280.588   MT  0.99983545   +1 00 29.9
 KP0469
 KP0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0469!SPC NV E     -   0.99955579  x   0.99990306  =   0.99945889
 KP0469!UTM  11      -   0.99955579  x   0.99983545  =   0.99939131
 KP0469
 KP0469|---------------------------------------------------------------------|
 KP0469| PID    Reference Object                     Distance      Geod. Az  |
 KP0469|                                                           dddmmss.s |
 KP0469| CS8741 LIMESTONE RM 2                        3.716 METERS 09414     |
 KP0469| CS8740 LIMESTONE RM 1                        4.136 METERS 18814     |
 KP0469|---------------------------------------------------------------------|
 KP0469
 KP0469                          SUPERSEDED SURVEY CONTROL
 KP0469
 KP0469  NAD 83(1994)-  39 05 20.42962(N)    115 24 04.00345(W) AD(       ) 3
 KP0469  NAD 83(1986)-  39 05 20.42924(N)    115 24 04.00289(W) AD(       ) 3
 KP0469  NGVD 29 (01/04/94) 2852.0    (m)         9357.     (f) VERT ANG       
 KP0469
 KP0469.Superseded values are not recommended for survey control.
 KP0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0469.See file dsdata.txt to determine how the superseded data were derived.
 KP0469
 KP0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD3828127871(NAD 83)
 KP0469_MARKER: DS = TRIANGULATION STATION DISK
 KP0469_SETTING: 66 = SET IN ROCK OUTCROP
 KP0469_SP_SET: SET IN BEDROCK
 KP0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0469+STABILITY: POSITION/ELEVATION WELL
 KP0469
 KP0469  HISTORY     - Date     Condition        Report By
 KP0469  HISTORY     - 1947     MONUMENTED       USGS
 KP0469
 KP0469                          STATION DESCRIPTION
 KP0469
 KP0469'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 KP0469'LOCATED ABOUT 3.0 MI N. AND 3.0 MI W. OF ELLISON CREEK RANGER
 KP0469'STATION.  ON HIGHEST POINT OF EAST ONE OF THREE LIMESTONE N.-S.
 KP0469'RIDGES, WEST ONE OF RIDGES IS HIGHEST RIDGE.
 KP0469'
 KP0469'TO REACH FROM ELLISON CREEK RANGER STATION, DRIVE 1000 FT S.
 KP0469'TURN RIGHT THROUGH PASTURE GATE 0.3 MI PASSING THROUGH SECOND
 KP0469'GATE.  TURN RIGHT ON RD. TOWARD SAGE HEN SPRING 5.4 MI.  CLIMB
 KP0469'RIDGE TO W. THENCE S. ALONG SUMMIT TO HIGHEST POINT AND STATION.
 KP0469'ABOUT A 1-1/4 HOUR PACK.
 KP0469'
 KP0469'STATION MARK--STANDARD TABLET STAMPED---LIMESTONE 1947---, CEMENTED
 KP0469'IN BEDROCK.
 KP0469'
 KP0469'RM 1--STANDARD RM TABLET STAMPED---LIMESTONE NO 1---, CEMENTED IN
 KP0469'BEDROCK.
 KP0469'
 KP0469'RM 2--STANDARD RM TABLET STAMPED---LIMESTONE NO 2---, CEMENTED IN
 KP0469'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR2000 ***********************************************************************
 GR2000  DESIGNATION -  LIN
 GR2000  PID         -  GR2000
 GR2000  STATE/COUNTY-  NV/LINCOLN
 GR2000  USGS QUAD   -  AYSEES PEAK (1973)
 GR2000
 GR2000                         *CURRENT SURVEY CONTROL
 GR2000  ___________________________________________________________________
 GR2000* NAD 83(1994)-  36 53 03.36305(N)    115 50 39.22369(W)     ADJUSTED  
 GR2000* NAVD 88     -      1508.7    (meters)    4950.     (feet)  VERTCON   
 GR2000  ___________________________________________________________________
 GR2000  LAPLACE CORR-           8.61  (seconds)                    DEFLEC99
 GR2000  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 GR2000
 GR2000  HORZ ORDER  -  THIRD
 GR2000
 GR2000.The horizontal coordinates were established by classical geodetic methods
 GR2000.and adjusted by the National Geodetic Survey in June 1998..
 GR2000
 GR2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR2000
 GR2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR2000
 GR2000.The geoid height was determined by GEOID03.
 GR2000
 GR2000;                    North         East     Units Scale Factor Converg.
 GR2000;SPC NV E     - 8,236,817.150   176,744.412   MT  0.99990666   -0 09 23.7
 GR2000;SPC NV E     -27,023,624.27    579,868.96   sFT  0.99990666   -0 09 23.7
 GR2000;UTM  11      - 4,082,657.448   602,993.594   MT  0.99973068   +0 41 37.5
 GR2000
 GR2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR2000!SPC NV E     -   0.99976745  x   0.99990666  =   0.99967413
 GR2000!UTM  11      -   0.99976745  x   0.99973068  =   0.99949819
 GR2000
 GR2000|---------------------------------------------------------------------|
 GR2000| PID    Reference Object                     Distance      Geod. Az  |
 GR2000|                                                           dddmmss.s |
 GR2000| CS8793 LIN RM 1                              6.206 METERS 25553     |
 GR2000| CS8794 LIN RM 2                              3.871 METERS 32858     |
 GR2000|---------------------------------------------------------------------|
 GR2000
 GR2000                          SUPERSEDED SURVEY CONTROL
 GR2000
 GR2000  NAD 83(1992)-  36 53 03.36480(N)    115 50 39.23311(W) AD(       ) 3
 GR2000  NGVD 29 (02/14/94) 1507.8    (m)         4947.     (f) VERT ANG       
 GR2000
 GR2000.Superseded values are not recommended for survey control.
 GR2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR2000.See file dsdata.txt to determine how the superseded data were derived.
 GR2000
 GR2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA0299482657(NAD 83)
 GR2000_MARKER: DS = TRIANGULATION STATION DISK
 GR2000_SETTING: 66 = SET IN ROCK OUTCROP
 GR2000_SP_SET: SET IN BEDROCK
 GR2000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR2000+STABILITY: POSITION/ELEVATION WELL
 GR2000
 GR2000  HISTORY     - Date     Condition        Report By
 GR2000  HISTORY     - 1959     MONUMENTED       USGS
 GR2000
 GR2000                          STATION DESCRIPTION
 GR2000
 GR2000'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GR2000'LOCATED ABOUT 23 MI NW. OF INDIAN SPRINGS, ABOUT 17.5 MI NE. OF
 GR2000'MERCURY.  ON FIRST SMALL TOP E. OF MOUTH OF NYE CANYON.
 GR2000'
 GR2000'REACHED BY HELICOPTER.
 GR2000'
 GR2000'STATION MARK--STANDARD TABLET STAMPED---LIN 1959---, CEMENTED IN
 GR2000'SOLID ROCK.
 GR2000'
 GR2000'RM 1--STANDARD RM TABLET STAMPED---NO 1 1959---, CEMENTED IN SOLID
 GR2000'ROCK.
 GR2000'
 GR2000'RM 2--STANDARD RM TABLET STAMPED---NO 2 1959---, CEMENTED IN SOLID
 GR2000'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0223 ***********************************************************************
 JP0223  DESIGNATION -  LINCOLN
 JP0223  PID         -  JP0223
 JP0223  STATE/COUNTY-  NV/NYE
 JP0223  USGS QUAD   -  GOAT RANCH WELL (1985)
 JP0223
 JP0223                         *CURRENT SURVEY CONTROL
 JP0223  ___________________________________________________________________
 JP0223* NAD 83(1994)-  38 10 19.23841(N)    115 54 30.26874(W)     ADJUSTED  
 JP0223* NAVD 88     -      1556.213  (meters)    5105.68   (feet)  ADJUSTED  
 JP0223  ___________________________________________________________________
 JP0223  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 JP0223  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 JP0223  DYNAMIC HT  -        1554.525 (meters)    5100.14  (feet)  COMP
 JP0223  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 JP0223
 JP0223  HORZ ORDER  -  FIRST
 JP0223  VERT ORDER  -  SECOND    CLASS 0
 JP0223
 JP0223.The horizontal coordinates were established by classical geodetic methods
 JP0223.and adjusted by the National Geodetic Survey in June 1998..
 JP0223
 JP0223.The orthometric height was determined by differential leveling
 JP0223.and adjusted by the National Geodetic Survey in June 1991..
 JP0223
 JP0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0223
 JP0223.The geoid height was determined by GEOID03.
 JP0223
 JP0223.The dynamic height is computed by dividing the NAVD 88
 JP0223.geopotential number by the normal gravity value computed on the
 JP0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0223.degrees latitude (g = 980.6199 gals.).
 JP0223
 JP0223.The modeled gravity was interpolated from observed gravity values.
 JP0223
 JP0223;                    North         East     Units Scale Factor Converg.
 JP0223;SPC NV C     - 6,379,966.281   566,437.683   MT  0.99995434   +0 28 07.1
 JP0223;SPC NV C     -20,931,606.04  1,858,387.63   sFT  0.99995434   +0 28 07.1
 JP0223;SPC NV E     - 8,379,744.511   171,517.526   MT  0.99990999   -0 12 03.3
 JP0223;SPC NV E     -27,492,545.12    562,720.42   sFT  0.99990999   -0 12 03.3
 JP0223;UTM  11      - 4,225,463.196   595,615.953   MT  0.99971259   +0 40 28.9
 JP0223
 JP0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0223!SPC NV C     -   0.99975969  x   0.99995434  =   0.99971404
 JP0223!SPC NV E     -   0.99975969  x   0.99990999  =   0.99966970
 JP0223!UTM  11      -   0.99975969  x   0.99971259  =   0.99947235
 JP0223
 JP0223|---------------------------------------------------------------------|
 JP0223| PID    Reference Object                     Distance      Geod. Az  |
 JP0223|                                                           dddmmss.s |
 JP0223| JP0222 LINCOLN RM 1                         17.085 METERS 01410     |
 JP0223| DD6180 LINCOLN AZ MK                                      2161222.0 |
 JP0223| JP0221 LINCOLN RM 2                         28.415 METERS 26714     |
 JP0223|---------------------------------------------------------------------|
 JP0223
 JP0223                          SUPERSEDED SURVEY CONTROL
 JP0223
 JP0223  NAD 83(1986)-  38 10 19.23259(N)    115 54 30.27351(W) AD(       ) 1
 JP0223  NAD 27      -  38 10 19.47100(N)    115 54 27.12400(W) AD(       ) 1
 JP0223  NGVD 29 (??/??/92) 1555.138  (m)         5102.15   (f) ADJ UNCH    2 0
 JP0223
 JP0223.Superseded values are not recommended for survey control.
 JP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0223.See file dsdata.txt to determine how the superseded data were derived.
 JP0223
 JP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC9561625463(NAD 83)
 JP0223_MARKER: DS = TRIANGULATION STATION DISK
 JP0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0223_STAMPING: LINCOLN 1938
 JP0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0223+STABILITY: SURFACE MOTION
 JP0223
 JP0223  HISTORY     - Date     Condition        Report By
 JP0223  HISTORY     - 1939     MONUMENTED       CGS
 JP0223  HISTORY     - 1958     GOOD             NGS
 JP0223
 JP0223                          STATION DESCRIPTION
 JP0223
 JP0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0223'STATION IS IN RAILROAD VALLEY 10.6 MILES BY ROAD WSW OF NYALA,
 JP0223'10.4 MILES NE OF OLD STONE HOUSE WHICH LIES 6.0 MILES FROM TWIN
 JP0223'SPRINGS ON THE TWIN SPRINGS-CEDAR PIPE LINE RANCH ROAD, ABOUT
 JP0223'30 METERS NW OF THE FORK WHERE THE OLD MIDLAND TRAIL (ROAD TO
 JP0223'EDS WELL) AND THE ROAD WHICH RUNS UP THE CENTER OF RAILROAD
 JP0223'VALLEY JOIN.
 JP0223'
 JP0223'STATION IS STANDARD DISK, STAMPED LINCOLN 1938, SET IN 8-INCH
 JP0223'CONCRETE POST, PROJECTING 4 INCHES.
 JP0223'BAROMETRIC ELEVATION, 5,340 FEET.  ALL OBJECTS VISIBLE FROM
 JP0223'GROUND.  UNDERGROUND STATION MARK IS A STANDARD BRONZE DISK
 JP0223'SET IN CONCRETE.
 JP0223'
 JP0223'REFERENCE MARK NO. 1 IS STANDARD DISK, STAMPED LINCOLN 1 1938,
 JP0223'SET IN 8-INCH CONCRETE POST,  PROJECTING
 JP0223'4 INCHES AND IS ON THE SAME LEVEL AS THE STATION.
 JP0223'
 JP0223'REFERENCE MARK NO. 2 IS STANDARD DISK, STAMPED LINCOLN 2 1938,
 JP0223'SET IN 8-INCH CONCRETE POST, PROJECTING
 JP0223'4 INCHES AND ON THE SAME LEVEL AS THE STATION.
 JP0223'
 JP0223'AZIMUTH MARK IS STANDARD DISK, STAMPED LINCOLN 1938, SET
 JP0223'IN 10-INCH CONCRETE POST, PROJECTING
 JP0223'6 INCHES AND ABOUT 20 FEET ABOVE THE STATION.  AZIMUTH MARK IS ON
 JP0223'A SLIGHT GRAVEL-COVERED RISE TO THE SW.  THERE ARE FEW NATURAL
 JP0223'IDENTIFYING OBJECTS IN THE VICINITY OF THE AZIMUTH MARK.
 JP0223'
 JP0223'A 4 X 4-INCH REDWOOD STAKE, PAINTED WHITE, PROTRUDING 2.0 FEET
 JP0223'IS SET 1.385 METERS (4.54 FEET) NNW OF THE STATION.
 JP0223'
 JP0223'TO REACH FROM NYALA GO WSW ON THE ROAD WHICH GOES TO TWIN
 JP0223'SPRINGS FOR 10.6 MILES.  THE STATION IS OFF THE ROAD TO THE
 JP0223'RIGHT (NW) ABOUT 10 MILES.  THERE ARE NO IDENTIFYING NATURAL
 JP0223'FEATURES IN THE IMMEDIATE VICINITY.  THE NYALA-TWIN SPRINGS ROAD
 JP0223'IS STATE HIGHWAY 20.
 JP0223'
 JP0223'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 JP0223
 JP0223                          STATION RECOVERY (1958)
 JP0223
 JP0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JP0223'26.35 MI E FROM WARM SPRINGS.
 JP0223'15.5 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S.
 JP0223'HIGHWAY 6 AT WARM SPRINGS, THENCE 8.5 MILES NORTHEAST ALONG A DIRT
 JP0223'ROAD, THENCE 2.35 MILES EAST ALONG A TRACK ROAD, 80 FEET WEST OF THE
 JP0223'CENTER OF THE JUNCTION OF A NORTHEAST-SOUTHWEST TRACK ROAD, 22 FEET
 JP0223'NORTH OF THE CENTER LINE OF THE TRACK ROAD WEST, 51 FEET NORTHWEST AND
 JP0223'ACROSS THE TRACK ROAD WEST FROM THE CENTER LINE OF THE
 JP0223'NORTHEAST-SOUTHWEST TRACK ROAD, 56.03 FEET SOUTH OF REFERENCE MARK
 JP0223'LINCOLN NO. 1, 2.8 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 JP0223'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 JP0223'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1221 ***********************************************************************
 FS1221  DESIGNATION -  LINCOLN
 FS1221  PID         -  FS1221
 FS1221  STATE/COUNTY-  NV/CLARK
 FS1221  USGS QUAD   -  GOODSPRINGS (1989)
 FS1221
 FS1221                         *CURRENT SURVEY CONTROL
 FS1221  ___________________________________________________________________
 FS1221* NAD 83(1994)-  35 46 01.85705(N)    115 23 34.62122(W)     ADJUSTED  
 FS1221* NAVD 88     -       919.8    (meters)    3018.     (feet)  VERTCON   
 FS1221  ___________________________________________________________________
 FS1221  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 FS1221  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FS1221
 FS1221  HORZ ORDER  -  THIRD
 FS1221
 FS1221.The horizontal coordinates were established by classical geodetic methods
 FS1221.and adjusted by the National Geodetic Survey in June 1998..
 FS1221
 FS1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1221
 FS1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1221
 FS1221.The geoid height was determined by GEOID03.
 FS1221
 FS1221;                    North         East     Units Scale Factor Converg.
 FS1221;SPC NV E     - 8,112,857.078   217,214.234   MT  0.99990365   +0 06 40.6
 FS1221;SPC NV E     -26,616,931.93    712,643.70   sFT  0.99990365   +0 06 40.6
 FS1221;UTM  11      - 3,959,317.058   645,270.178   MT  0.99986005   +0 56 22.1
 FS1221
 FS1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1221!SPC NV E     -   0.99986008  x   0.99990365  =   0.99976374
 FS1221!UTM  11      -   0.99986008  x   0.99986005  =   0.99972015
 FS1221
 FS1221                          SUPERSEDED SURVEY CONTROL
 FS1221
 FS1221  NAD 83(1992)-  35 46 01.85124(N)    115 23 34.61979(W) AD(1991.35) 3
 FS1221  NAD 83(1992)-  35 46 01.85330(N)    115 23 34.62148(W) AD(       ) 3
 FS1221  NAD 83(1992)-  35 46 01.85200(N)    115 23 34.62422(W) AD(       ) 3
 FS1221  NAD 83(1986)-  35 46 01.85490(N)    115 23 34.61603(W) AD(       ) 3
 FS1221  NAD 27      -  35 46 01.93190(N)    115 23 31.63740(W) AD(       ) 3
 FS1221  NGVD 29 (07/19/86)  919.0    (m)         3015.     (f) VERT ANG       
 FS1221
 FS1221.Superseded values are not recommended for survey control.
 FS1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1221.See file dsdata.txt to determine how the superseded data were derived.
 FS1221
 FS1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV4527059317(NAD 83)
 FS1221_MARKER: Z = SEE DESCRIPTION
 FS1221_SETTING: 0 = UNSPECIFIED SETTING
 FS1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1221
 FS1221  HISTORY     - Date     Condition        Report By
 FS1221  HISTORY     - 1958     MONUMENTED       CGS
 FS1221
 FS1221                          STATION DESCRIPTION
 FS1221
 FS1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS1221'THE STATION IS 4.0 MILES WEST OF JEAN, NEVADA ON THE NORTH
 FS1221'SIDE OF A GRADED DIRT ROAD AT A DIM FORKS AND ABOUT 1-1/2
 FS1221'MILES EAST OF THE LINCOLN MINES.  IT IS IN THE SANDY FLAT
 FS1221'AND THE APPARENT BOTTOM OF A GREAT WASH EAST OF THE MOUNTAIN
 FS1221'RANGE.
 FS1221'
 FS1221'TO REACH FROM JEAN GO SOUTH ON U.S. HIGHWAY 91 FOR 0.2 MILE
 FS1221'TO POINT ABOUT 0.1 MILE NORTH OF THE NEVADA STATE HIGHWAY CHECKING
 FS1221'STATION WHERE A GRADED DIRT ROAD LEADS RIGHT, WEST.  FOLLOW
 FS1221'THE ROAD WEST FOR 4.0 MILES TO DIM FORKS AND STATION ON THE
 FS1221'RIGHT.
 FS1221'
 FS1221'THE STATION MARK IS A STANDARD USGS BRONZE CAP ON A 4 INCH
 FS1221'IRON PIPE WHICH PROJECTS 15 INCHES AND IS STAMPED 3014 1915
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0724 ***********************************************************************
 JP0724  DESIGNATION -  LINCOLN
 JP0724  PID         -  JP0724
 JP0724  STATE/COUNTY-  NV/WHITE PINE
 JP0724  USGS QUAD   -  WHEELER PEAK (1990)
 JP0724
 JP0724                         *CURRENT SURVEY CONTROL
 JP0724  ___________________________________________________________________
 JP0724* NAD 83(1994)-  38 52 58.10399(N)    114 17 49.21263(W)     ADJUSTED  
 JP0724* NAVD 88     -      3538.2    (meters)   11608.     (feet)  VERTCON   
 JP0724  ___________________________________________________________________
 JP0724  LAPLACE CORR-           7.84  (seconds)                    DEFLEC99
 JP0724  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 JP0724
 JP0724  HORZ ORDER  -  THIRD
 JP0724
 JP0724.The horizontal coordinates were established by classical geodetic methods
 JP0724.and adjusted by the National Geodetic Survey in June 1998..
 JP0724
 JP0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0724
 JP0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0724
 JP0724.The geoid height was determined by GEOID03.
 JP0724
 JP0724;                    North         East     Units Scale Factor Converg.
 JP0724;SPC NV E     - 8,459,376.141   311,604.559   MT  1.00005333   +0 48 27.2
 JP0724;SPC NV E     -27,753,803.22  1,022,322.62   sFT  1.00005333   +0 48 27.2
 JP0724;UTM  11      - 4,307,244.737   734,461.441   MT  1.00027697   +1 41 51.1
 JP0724
 JP0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0724!SPC NV E     -   0.99944838  x   1.00005333  =   0.99950168
 JP0724!UTM  11      -   0.99944838  x   1.00027697  =   0.99972520
 JP0724
 JP0724                          SUPERSEDED SURVEY CONTROL
 JP0724
 JP0724  NAD 83(1994)-  38 52 58.10392(N)    114 17 49.21262(W) AD(       ) 3
 JP0724  NAD 83(1986)-  38 52 58.09909(N)    114 17 49.21741(W) AD(       ) 3
 JP0724  NGVD 29 (05/20/94) 3536.6    (m)        11603.     (f) VERT ANG       
 JP0724
 JP0724.Superseded values are not recommended for survey control.
 JP0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0724.See file dsdata.txt to determine how the superseded data were derived.
 JP0724
 JP0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD3446107245(NAD 83)
 JP0724_MARKER: DS = TRIANGULATION STATION DISK
 JP0724_SETTING: 0 = UNSPECIFIED SETTING
 JP0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0724
 JP0724  HISTORY     - Date     Condition        Report By
 JP0724  HISTORY     - 1946     MONUMENTED       USGS
 JP0724
 JP0724                          STATION DESCRIPTION
 JP0724
 JP0724'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 JP0724'LOCATED ABOUT 18.0 MI. SE. OF MAJORS PLACE AND ABOUT 7.0 MI. S. OF
 JP0724'WHEELER PEAK, ALONG THE MAIN DIVIDE OF THE SNAKE RANGE AT THE HEADS
 JP0724'OF LINCOLN CREEK ON THE W. AND N. FORK OF BIG WASH ON THE E.
 JP0724'
 JP0724'TO REACH FROM MAJORS PLACE AT THE JUNCTION OF U.S. HIGHWAYS 93 AND 6,
 JP0724'GO S. ALONG HIGHWAY 93 FOR 6.9 MI. TO RD. FKS. E., TURN E. AND
 JP0724'CONTINUE ALONG MAIN-TRAVELED RD. E. AND S. FOR 14.4 MI. TO ABANDONED
 JP0724'TUNGSTEN MILL, CONTINUE 5.5 MI. S. ALONG POOR RD. TO RD. FKS. E. AND
 JP0724'SIGN --MURPHY WASH--, TURN LEFT (E.) AND DRIVE UP MURPHYS WASH FOR
 JP0724'8.5 MI. TO END OF RD., FROM END OF RD. PACK E. AND N. ALONG BLAZED
 JP0724'FOREST SERVICE TRAIL, WHICH FOLLOWS ALONG TOP OF RIDGE BETWEEN JOHNS
 JP0724'WASH AND DECATHON CANYON, FOR ABOUT 4.5 MI. TO TOP OF MAIN DIVIDE,
 JP0724'THENCE N. ALONG MAIN DIVIDE ABOUT 1.0 MI. TO HIGHEST POINT AND
 JP0724'STATION.
 JP0724'
 JP0724'STATION MARK  STANDARD TABLET--STAMPED LINCOLN 1946--CEMENTED IN
 JP0724'ROCK OUTCROP.
 JP0724'
 JP0724'REFERENCE MARK NO. 1--STANDARD R.M. TABLET--STAMPED NO 1--.
 JP0724'CEMENTED IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3580 ***********************************************************************
 DF3580  DESIGNATION -  LINCOLN MINE 14
 DF3580  PID         -  DF3580
 DF3580  STATE/COUNTY-  NV/LINCOLN
 DF3580  USGS QUAD   -  WHITE BLOTCH SPRINGS NE (1987)
 DF3580
 DF3580                         *CURRENT SURVEY CONTROL
 DF3580  ___________________________________________________________________
 DF3580* NAD 83(1994)-  37 44 38.76470(N)    115 45 20.18778(W)     ADJUSTED  
 DF3580* NAVD 88     -      1476.1    (meters)    4843.     (feet)  VERTCON   
 DF3580  ___________________________________________________________________
 DF3580  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DF3580  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 DF3580
 DF3580  HORZ ORDER  -  THIRD
 DF3580
 DF3580.The horizontal coordinates were established by classical geodetic methods
 DF3580.and adjusted by the National Geodetic Survey in January 2003..
 DF3580
 DF3580.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF3580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF3580
 DF3580.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3580
 DF3580.The geoid height was determined by GEOID03.
 DF3580
 DF3580;                    North         East     Units Scale Factor Converg.
 DF3580;SPC NV E     - 8,332,217.203   184,817.802   MT  0.99990284   -0 06 19.6
 DF3580;SPC NV E     -27,336,615.94    606,356.41   sFT  0.99990284   -0 06 19.6
 DF3580;UTM  11      - 4,178,152.001   609,635.052   MT  0.99974805   +0 45 42.5
 DF3580
 DF3580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3580!SPC NV E     -   0.99977236  x   0.99990284  =   0.99967522
 DF3580!UTM  11      -   0.99977236  x   0.99974805  =   0.99952047
 DF3580
 DF3580                          SUPERSEDED SURVEY CONTROL
 DF3580
 DF3580  NGVD 29 (01/13/03) 1475.1    (m)         4840.     (f) VERT ANG       
 DF3580
 DF3580.Superseded values are not recommended for survey control.
 DF3580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3580.See file dsdata.txt to determine how the superseded data were derived.
 DF3580
 DF3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB0963578152(NAD 83)
 DF3580_MARKER: Z = SEE DESCRIPTION
 DF3580_SETTING: 66 = SET IN ROCK OUTCROP
 DF3580_MARK LOGO: USGS  
 DF3580_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF3580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF3580+STABILITY: POSITION/ELEVATION WELL
 DF3580
 DF3580  HISTORY     - Date     Condition        Report By
 DF3580  HISTORY     - 1963     MONUMENTED       USGS
 DF3580
 DF3580                          STATION DESCRIPTION
 DF3580
 DF3580'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DF3580'LOCATED ABOUT 32 MI NW OF CRYSTAL SPRINGS, NEVADA, ABOUT 20 MI NW OF
 DF3580'MT IRISH, AND ABOUT 10 MI NW OF COYOTE PEAK ON A SMALL ROCKY POINT IN
 DF3580'THE APPROXIMATE CENTER OF PENOYER VALLEY.  STATION REACHED BY
 DF3580'HELICOPTER.  STATION MARK--TOP OF A 1 INCH DRILL STEEL CEMENTED IN
 DF3580'ROCK OUTCROP AND PROTRUDING 1.1 FT ABOVE GROUND.  REFERENCE MARK NO.
 DF3580'1--STANDARD TABLET CEMENTED IN ROCK OUTCROP, 16.04 FT FROM STATION
 DF3580'MARK,AND 3.7 FT BELOW STATION MARK.  REFERENCE MARK NO. 2--STANDARD
 DF3580'TABLET CEMENTED IN ROCK OUTCROP, 20.02 FT FROM STATION MARK AND 2.9 FT
 DF3580'BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0222 ***********************************************************************
 JP0222  DESIGNATION -  LINCOLN RM 1
 JP0222  PID         -  JP0222
 JP0222  STATE/COUNTY-  NV/NYE
 JP0222  USGS QUAD   -  GOAT RANCH WELL (1985)
 JP0222
 JP0222                         *CURRENT SURVEY CONTROL
 JP0222  ___________________________________________________________________
 JP0222* NAD 83(1986)-  38 10 19.     (N)    115 54 30.     (W)     SCALED    
 JP0222* NAVD 88     -      1555.876  (meters)    5104.57   (feet)  ADJUSTED  
 JP0222  ___________________________________________________________________
 JP0222  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 JP0222  DYNAMIC HT  -        1554.187 (meters)    5099.03  (feet)  COMP
 JP0222  MODELED GRAV-     979,489.7   (mgal)                       NAVD 88
 JP0222
 JP0222  VERT ORDER  -  SECOND    CLASS 0
 JP0222
 JP0222.The horizontal coordinates were scaled from a topographic map and have
 JP0222.an estimated accuracy of +/- 6 seconds.
 JP0222
 JP0222.The orthometric height was determined by differential leveling
 JP0222.and adjusted by the National Geodetic Survey in June 1991..
 JP0222
 JP0222.The geoid height was determined by GEOID03.
 JP0222
 JP0222.The dynamic height is computed by dividing the NAVD 88
 JP0222.geopotential number by the normal gravity value computed on the
 JP0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0222.degrees latitude (g = 980.6199 gals.).
 JP0222
 JP0222.The modeled gravity was interpolated from observed gravity values.
 JP0222
 JP0222;                    North         East    Units  Estimated Accuracy
 JP0222;SPC NV C     - 6,379,960.      566,440.      MT  (+/- 180 meters Scaled)
 JP0222
 JP0222                          SUPERSEDED SURVEY CONTROL
 JP0222
 JP0222  NGVD 29 (??/??/92) 1554.800  (m)         5101.04   (f) ADJ UNCH    2 0
 JP0222
 JP0222.Superseded values are not recommended for survey control.
 JP0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0222.See file dsdata.txt to determine how the superseded data were derived.
 JP0222
 JP0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC956254(NAD 83)
 JP0222_MARKER: DR = REFERENCE MARK DISK
 JP0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0222_STAMPING: LINCOLN NO. 1 1938
 JP0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0222+STABILITY: SURFACE MOTION
 JP0222
 JP0222  HISTORY     - Date     Condition        Report By
 JP0222  HISTORY     - 1938     MONUMENTED       CGS
 JP0222  HISTORY     - 1958     GOOD             NGS
 JP0222
 JP0222                          STATION DESCRIPTION
 JP0222
 JP0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JP0222'26.35 MI E FROM WARM SPRINGS.
 JP0222'15.5 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S.
 JP0222'HIGHWAY 6 AT WARM SPRINGS, THENCE 8.5 MILES NORTHEAST ALONG A DIRT
 JP0222'ROAD, THENCE 2.35 MILES EAST ALONG A TRACK ROAD, 88 1/2 FEET NORTHWEST
 JP0222'OF THE CENTER OF THE JUNCTION OF A NORTHEAST-SOUTHWEST TRACK ROAD, 71
 JP0222'1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, ABOUT LEVEL WITH
 JP0222'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 JP0222'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0221 ***********************************************************************
 JP0221  DESIGNATION -  LINCOLN RM 2
 JP0221  PID         -  JP0221
 JP0221  STATE/COUNTY-  NV/NYE
 JP0221  USGS QUAD   -  GOAT RANCH WELL (1985)
 JP0221
 JP0221                         *CURRENT SURVEY CONTROL
 JP0221  ___________________________________________________________________
 JP0221* NAD 83(1986)-  38 10 19.     (N)    115 54 30.     (W)     SCALED    
 JP0221* NAVD 88     -      1555.860  (meters)    5104.52   (feet)  ADJUSTED  
 JP0221  ___________________________________________________________________
 JP0221  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 JP0221  DYNAMIC HT  -        1554.171 (meters)    5098.98  (feet)  COMP
 JP0221  MODELED GRAV-     979,489.7   (mgal)                       NAVD 88
 JP0221
 JP0221  VERT ORDER  -  SECOND    CLASS 0
 JP0221
 JP0221.The horizontal coordinates were scaled from a topographic map and have
 JP0221.an estimated accuracy of +/- 6 seconds.
 JP0221
 JP0221.The orthometric height was determined by differential leveling
 JP0221.and adjusted by the National Geodetic Survey in June 1991..
 JP0221
 JP0221.The geoid height was determined by GEOID03.
 JP0221
 JP0221.The dynamic height is computed by dividing the NAVD 88
 JP0221.geopotential number by the normal gravity value computed on the
 JP0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0221.degrees latitude (g = 980.6199 gals.).
 JP0221
 JP0221.The modeled gravity was interpolated from observed gravity values.
 JP0221
 JP0221;                    North         East    Units  Estimated Accuracy
 JP0221;SPC NV C     - 6,379,960.      566,440.      MT  (+/- 180 meters Scaled)
 JP0221
 JP0221                          SUPERSEDED SURVEY CONTROL
 JP0221
 JP0221  NGVD 29 (??/??/92) 1554.784  (m)         5100.99   (f) ADJ UNCH    2 0
 JP0221
 JP0221.Superseded values are not recommended for survey control.
 JP0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0221.See file dsdata.txt to determine how the superseded data were derived.
 JP0221
 JP0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC956254(NAD 83)
 JP0221_MARKER: DR = REFERENCE MARK DISK
 JP0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0221_STAMPING: LINCOLN NO 2 1938
 JP0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0221+STABILITY: SURFACE MOTION
 JP0221
 JP0221  HISTORY     - Date     Condition        Report By
 JP0221  HISTORY     - 1938     MONUMENTED       CGS
 JP0221  HISTORY     - 1958     GOOD             NGS
 JP0221
 JP0221                          STATION DESCRIPTION
 JP0221
 JP0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JP0221'26.35 MI E FROM WARM SPRINGS.
 JP0221'15.5 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S.
 JP0221'HIGHWAY 6 AT WARM SPRINGS, THENCE 8.5 MILES NORTHEAST ALONG A DIRT
 JP0221'ROAD, THENCE 2.35 MILES EAST ALONG A TRACK ROAD, AT THE JUNCTION OF A
 JP0221'NORTHEAST-SOUTHWEST TRACK ROAD, 29 FEET NORTH OF THE CENTER LINE OF
 JP0221'THE ROAD WEST, 93.21 FEET WEST-SOUTHWEST OF TRIANGULATION STATION
 JP0221'LINCOLN, 121.96 FEET SOUTHWEST OF REFERENCE MARK LINCOLN NO. 1 AND IN
 JP0221'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1834 ***********************************************************************
 GR1834  DESIGNATION -  LINE
 GR1834  PID         -  GR1834
 GR1834  STATE/COUNTY-  NV/CLARK
 GR1834  USGS QUAD   -  ST THOMAS GAP (1984)
 GR1834
 GR1834                         *CURRENT SURVEY CONTROL
 GR1834  ___________________________________________________________________
 GR1834* NAD 83(1994)-  36 29 33.55623(N)    114 03 28.15526(W)     ADJUSTED  
 GR1834* NAVD 88     -      1700.3    (meters)    5578.     (feet)  VERTCON   
 GR1834  ___________________________________________________________________
 GR1834  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 GR1834  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 GR1834
 GR1834  HORZ ORDER  -  THIRD
 GR1834
 GR1834.The horizontal coordinates were established by classical geodetic methods
 GR1834.and adjusted by the National Geodetic Survey in June 1998..
 GR1834
 GR1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1834
 GR1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1834
 GR1834.The geoid height was determined by GEOID03.
 GR1834
 GR1834;                    North         East     Units Scale Factor Converg.
 GR1834;SPC NV E     - 8,194,413.963   336,676.346   MT  1.00013008   +0 54 26.6
 GR1834;SPC NV E     -26,884,506.48  1,104,578.98   sFT  1.00013008   +0 54 26.6
 GR1834;SPC AZ W     -   609,238.496   185,781.181   MT  0.99994270   -0 10 59.0
 GR1834;SPC AZ W     - 1,998,813.96    609,518.31   iFT  0.99994270   -0 10 59.0
 GR1834;UTM  11      - 4,042,619.602   763,546.695   MT  1.00045583   +1 45 02.8
 GR1834;UTM  12      - 4,042,942.551   226,091.805   MT  1.00052446   -1 49 10.8
 GR1834
 GR1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1834!SPC NV E     -   0.99973731  x   1.00013008  =   0.99986735
 GR1834!SPC AZ W     -   0.99973731  x   0.99994270  =   0.99968002
 GR1834!UTM  11      -   0.99973731  x   1.00045583  =   1.00019302
 GR1834!UTM  12      -   0.99973731  x   1.00052446  =   1.00026163
 GR1834
 GR1834:                Primary Azimuth Mark                     Grid Az
 GR1834:SPC NV E     -  334 M                                    014 50 43.9
 GR1834:SPC AZ W     -  334 M                                    015 56 09.5
 GR1834:UTM  11      -  334 M                                    014 00 07.7
 GR1834:UTM  12      -  334 M                                    017 34 21.3
 GR1834
 GR1834|---------------------------------------------------------------------|
 GR1834| PID    Reference Object                     Distance      Geod. Az  |
 GR1834|                                                           dddmmss.s |
 GR1834| CC5553 334 M                                              0154510.5 |
 GR1834| CC5555 LINE RM 2                             3.771 METERS 03115     |
 GR1834| CC5554 LINE RM 1                             3.760 METERS 24454     |
 GR1834|---------------------------------------------------------------------|
 GR1834
 GR1834                          SUPERSEDED SURVEY CONTROL
 GR1834
 GR1834  NAD 83(1994)-  36 29 33.55616(N)    114 03 28.15522(W) AD(       ) 3
 GR1834  NAD 83(1992)-  36 29 33.55620(N)    114 03 28.15533(W) AD(       ) 3
 GR1834  NAD 83(1986)-  36 29 33.55014(N)    114 03 28.15529(W) AD(       ) 3
 GR1834  NAD 27      -  36 29 33.62900(N)    114 03 25.28800(W) AD(       ) 3
 GR1834  NGVD 29 (07/19/86) 1699.6    (m)         5576.     (f) VERT ANG       
 GR1834
 GR1834.Superseded values are not recommended for survey control.
 GR1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1834.See file dsdata.txt to determine how the superseded data were derived.
 GR1834
 GR1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6354742620(NAD 83)
 GR1834_MARKER: DS = TRIANGULATION STATION DISK
 GR1834_SETTING: 66 = SET IN ROCK OUTCROP
 GR1834_SP_SET: SET IN BEDROCK
 GR1834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1834+STABILITY: POSITION/ELEVATION WELL
 GR1834
 GR1834  HISTORY     - Date     Condition        Report By
 GR1834  HISTORY     - 1951     MONUMENTED       USGS
 GR1834  HISTORY     - 1953     GOOD             USGS
 GR1834
 GR1834                          STATION DESCRIPTION
 GR1834
 GR1834'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GR1834'LOCATED ABOUT 25 MI ESE. OF OVERTON, 17 MI NNW. OF MOUTH OF GRAND
 GR1834'WASH.  NEAR STATE LINE BETWEEN NEVADA AND ARIZONA, ON PROMINENT
 GR1834'TOP AT SOUTH END OF VIRGIN RANGE, SOUTHERNMOST TOP IN VICINITY.
 GR1834'
 GR1834'REACHED BY HELICOPTER FROM OVERTON LANDING AT STATION.
 GR1834'
 GR1834'STATION MARK--STANDARD TABLET STAMPED---LINE 1951---, CEMENTED IN
 GR1834'SOLID ROCK.
 GR1834'
 GR1834'RM 1--STANDARD RM TABLET STAMPED---NO 1 1951---, CEMENTED IN SOLID
 GR1834'ROCK OUTCROP.
 GR1834'
 GR1834'RM 2--STANDARD RM TABLET STAMPED---NO 2 1951---, CEMENTED IN ROCK
 GR1834'OUTCROP.
 GR1834
 GR1834                          STATION RECOVERY (1953)
 GR1834
 GR1834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (LGT)
 GR1834'THE STATION IS ABOUT 21.0 MILES, AIRLINE, SOUTH OF MESQUITE,
 GR1834'ABOUT 3 MILES SOUTH-SOUTHEAST OF THE MAIN ROAD CROSSING THE
 GR1834'RIDGE SOUTH OF VIRGIN PEAK AND CONTINUING INTO GRAND WASH,
 GR1834'ABOUT 2 MILES SOUTH OF A RANCH HOME SURROUNDED BY TREES,
 GR1834'ABOUT 0.5 MILE WEST OF THE NEVADA-ARIZONA STATE LINE, AND ON
 GR1834'A HIGH SHARP ROCKY PEAK WITH A SHEER CLIFF TO THE NORTH.
 GR1834'THIS PEAK IS THE HIGHEST POINT OF A RIDGE EXTENDING
 GR1834'SOUTH-SOUTHEAST FROM VIRGIN PEAK.
 GR1834'
 GR1834'TO REACH FROM THE POST OFFICE IN MESQUITE, GO 10.3 MILES
 GR1834'SOUTHERLY ON U.S. HIGHWAY 91 TO A GRAVEL ROAD LEFT AND SIGN
 GR1834'GRAND WASH 59 JUST BEFORE REACHING THE BRIDGE OVER VIRGIN
 GR1834'RIVER.  TURN LEFT 0.3 MILE TO A FORK AND SIGN GRAND GULCH -
 GR1834'JUANITA SPRINGS.  KEEP LEFT ON MAIN ROAD 8.8 MILES SOUTH AND EAST
 GR1834'TO A FORK AND SIGN GRAND GULCH AT THE TOP OF THE GRADE.
 GR1834'KEEP RIGHT 0.95 MILE SOUTH TO A FORK.  KEEP LEFT ON MAIN
 GR1834'ROAD 2.2 MILES TO A FORK.  KEEP LEFT ON MAIN ROAD SOUTH
 GR1834'AND EAST 7.3 MILES TO A FORK.  TURN LEFT ON MAIN ROAD 5.15
 GR1834'MILES EAST OVER A PASS AND DOWN GRADE TO A FORK.  KEEP
 GR1834'RIGHT, PASSING A RANCH HOME ON THE LEFT, 0.85 MILE TO A WIRE
 GR1834'GATE IN THE NEVADA-ARIZONA STATE-LINE FENCE.  (334 M
 GR1834'(GLO) IS ABOUT 25 YARDS SOUTH OF THIS GATE).  PASS
 GR1834'THROUGH THE GATE AND GO 0.5 MILE TO A FORK.  KEEP RIGHT 0.4
 GR1834'MILE TO A STEEL WATER TROUGH.  TURN RIGHT AND DRIVE ACROSS
 GR1834'COUNTRY TOWARD THE HIGH PEAK WITH THE CLIFF FACING
 GR1834'NORTH FOR 0.7 MILE TO THE STATE-LINE FENCE NEAR A CORRAL
 GR1834'AND WATER TROUGH AND THE END OF TRUCK TRAVEL.  PACK
 GR1834'ALONG A TRAIL WINDING UP THE MOUNTAIN TO A POINT UNDER
 GR1834'THE CLIFF.  TURN LEFT OFF OF THE TRAIL TO THE FOOT OF A ROCK
 GR1834'SLIDE.  TURN RIGHT AND CLIMB THE SLIDE TO THE TOP AND THE
 GR1834'STATION.  A 1-1/2-HOUR PACK.
 GR1834'
 GR1834'THE STATION IS A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GR1834'DISK STAMPED LINE 1951.  IT IS CEMENTED IN A DRILL HOLE IN
 GR1834'EXPOSED BEDROCK PROJECTING 8 INCHES.
 GR1834'
 GR1834'REFERENCE MARK 1 IS A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GR1834'DISK STAMPED 1951 NO 1.  IT IS CEMENTED IN A DRILL HOLE IN
 GR1834'EXPOSED BEDROCK PROJECTING 12 INCHES.
 GR1834'
 GR1834'REFERENCE MARK 2 IS A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GR1834'DISK STAMPED 1951 NO 2.  IT IS CEMENTED IN A DRILL HOLE IN
 GR1834'EXPOSED BEDROCK PROJECTING 2 INCHES.
 GR1834'
 GR1834'334 M (GLO) IS A GENERAL LAND OFFICE STANDARD CAP STAMPED
 GR1834'334 M NEV-ARI 1932.  IT IS BRAZED TO THE TOP OF A 2-INCH
 GR1834'PIPE PROJECTING 12 INCHES.  IT IS 25 YARDS SOUTH OF A WIRE
 GR1834'GATE, 2 FEET WEST OF THE NEVADA-ARIZONA STATE-LINE FENCE,
 GR1834'AND 2 FEET SOUTH OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0487 ***********************************************************************
 KQ0487  DESIGNATION -  LITORA
 KQ0487  PID         -  KQ0487
 KQ0487  STATE/COUNTY-  NV/CHURCHILL
 KQ0487  USGS QUAD   -  COW CANYON (1990)
 KQ0487
 KQ0487                         *CURRENT SURVEY CONTROL
 KQ0487  ___________________________________________________________________
 KQ0487* NAD 83(1994)-  39 44 14.00940(N)    117 57 59.46914(W)     ADJUSTED  
 KQ0487* NAVD 88     -      1081.0    (meters)    3547.     (feet)  VERTCON   
 KQ0487  ___________________________________________________________________
 KQ0487  LAPLACE CORR-           5.89  (seconds)                    DEFLEC99
 KQ0487  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 KQ0487
 KQ0487  HORZ ORDER  -  FIRST
 KQ0487
 KQ0487.The horizontal coordinates were established by classical geodetic methods
 KQ0487.and adjusted by the National Geodetic Survey in June 1998..
 KQ0487
 KQ0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0487
 KQ0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0487
 KQ0487.The geoid height was determined by GEOID03.
 KQ0487
 KQ0487;                    North         East     Units Scale Factor Converg.
 KQ0487;SPC NV W     - 4,553,620.794   852,868.385   MT  0.99993440   +0 23 39.5
 KQ0487;SPC NV W     -14,939,670.89  2,798,119.03   sFT  0.99993440   +0 23 39.5
 KQ0487;UTM  11      - 4,399,038.976   417,182.112   MT  0.99968444   -0 37 04.4
 KQ0487
 KQ0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0487!SPC NV W     -   0.99983411  x   0.99993440  =   0.99976852
 KQ0487!UTM  11      -   0.99983411  x   0.99968444  =   0.99951860
 KQ0487
 KQ0487|---------------------------------------------------------------------|
 KQ0487| PID    Reference Object                     Distance      Geod. Az  |
 KQ0487|                                                           dddmmss.s |
 KQ0487| DB2022 LITORA RM 1                          11.888 METERS 09745     |
 KQ0487| DB2023 LITORA RM 2                          13.629 METERS 17943     |
 KQ0487| DB2021 LITORA AZ MK                                       1820057.4 |
 KQ0487|---------------------------------------------------------------------|
 KQ0487
 KQ0487                          SUPERSEDED SURVEY CONTROL
 KQ0487
 KQ0487  NAD 83(1986)-  39 44 14.01547(N)    117 57 59.45955(W) AD(       ) 1
 KQ0487  NAD 27      -  39 44 14.31397(N)    117 57 55.99758(W) AD(       ) 1
 KQ0487  NGVD 29 (07/19/86) 1080.0    (m)         3543.     (f) VERT ANG       
 KQ0487
 KQ0487.Superseded values are not recommended for survey control.
 KQ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0487.See file dsdata.txt to determine how the superseded data were derived.
 KQ0487
 KQ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD1718299039(NAD 83)
 KQ0487_MARKER: DS = TRIANGULATION STATION DISK
 KQ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0487+STABILITY: SURFACE MOTION
 KQ0487
 KQ0487  HISTORY     - Date     Condition        Report By
 KQ0487  HISTORY     - 1958     MONUMENTED       CGS
 KQ0487  HISTORY     - 1965     GOOD             USGS
 KQ0487  HISTORY     - 1966     GOOD             CGS
 KQ0487
 KQ0487                          STATION DESCRIPTION
 KQ0487
 KQ0487'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 KQ0487'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-4, STATION 1003.
 KQ0487'STATION REACHED BY HELICOPTER. STATION MARK--A STANDARD DISK
 KQ0487'STAMPED---LITORA 1958--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 KQ0487'THAT IS ABOUT 12 INCHES IN DIAMETER AND PROJECTS ABOUT 12 INCHES ABOVE
 KQ0487'THE GROUND.
 KQ0487
 KQ0487                          STATION RECOVERY (1966)
 KQ0487
 KQ0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KQ0487'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 KQ0487'RECOVERED AS DESCRIBED BY W.R.H. IN 1958 AND FOUND IN GOOD
 KQ0487'CONDITION.  DUE TO ROAD CHANGES, FOLLOWING IS A NEW AND COMPLETE
 KQ0487'DESCRIPTION.
 KQ0487'
 KQ0487'STATION IS LOCATED ABOUT 6 MILES EAST-NORTHEAST OF THE DIXIE
 KQ0487'VALLEY SETTLEMENT, 2-1/2 MILES EAST OF THE SOUTH END OF THE HUMBOLDT
 KQ0487'SALT MARSH AND 3/4 MILE WEST OF THE ROAD WHICH RUNS ALONG THE
 KQ0487'EAST SIDE OF THE DIXIE VALLEY.
 KQ0487'
 KQ0487'TO REACH FROM FRENCHMAN STATION, WHICH IS ABOUT 35 MILES EAST OF
 KQ0487'FALLON, GO EAST ON U.S. HIGHWAY 50 FOR 5.75 MILES TO A GRAVEL SIDE
 KQ0487'ROAD LEFT AND SIGN DIXIE VALLEY, TURN LEFT AND GO NORTH ON A
 KQ0487'GRAVEL ROAD FOR 14.8 MILES TO A CATTLEGUARD, CONTINUE NORTH ON THE
 KQ0487'ROAD FOR 3.0 MILES TO A 3-WAY FORK, KEEP LEFT AND CONTINUE NORTH
 KQ0487'ON THE ROAD FOR 9.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 KQ0487'GO EAST ON A BLADED ROAD FOR 3.3 MILES TO A CROSSROAD, TURN
 KQ0487'LEFT AND GO NORTH ON A BLADED ROAD FOR 1.6 MILES TO A SIDE ROAD
 KQ0487'RIGHT, TURN RIGHT AND GO EAST ON A BLADED ROAD FOR 1.0 MILE TO A
 KQ0487'CROSSROAD, CONTINUE EAST ON THE ROAD FOR 1.0 MILE TO A T-ROAD, TURN
 KQ0487'RIGHT AND GO SOUTH FOR 0.15 MILE TO A FORK, TAKE THE LEFT
 KQ0487'FORK AND GO EAST AND NORTH ON A DIRT ROAD FOR 2.2 MILES TO
 KQ0487'A FORK, TAKE THE LEFT FORK AND GO 1.45 MILES TO A REVERSE
 KQ0487'FORK ON THE LEFT, CONTINUE ON THE ROAD FOR 0.9 MILE TO A
 KQ0487'REVERSE FORK, CONTINUE ON THE ROAD FOR 1.4 MILES TO A DIM TRACK
 KQ0487'ROAD LEFT, TURN LEFT AND GO WEST ON THE DIM TRACK ROAD FOR 0.6
 KQ0487'MILE TO THE CREST OF A LOW BENCH AND THE AZIMUTH MARK ON THE
 KQ0487'LEFT, BEAR RIGHT AND GO NORTH ALONG THE CREST FOR 0.4 MILE TO
 KQ0487'THE STATION AS DESCRIBED.
 KQ0487'
 KQ0487'STATION MARK IS A STANDARD DISK, STAMPED LITORA 1958, SET IN THE
 KQ0487'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 FOOT
 KQ0487'ABOVE THE GROUND SURFACE.  IT IS 5 FEET NORTH-NORTHWEST OF A
 KQ0487'WITNESS POST.
 KQ0487'
 KQ0487'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LITORA NO 1 1958,
 KQ0487'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 6
 KQ0487'INCHES ABOVE THE GROUND SURFACE.  IT IS 35.9 FEET EAST OF THE
 KQ0487'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 KQ0487'
 KQ0487'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LITORA NO 2 1958,
 KQ0487'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KQ0487'ABOUT 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 40.3 FEET SOUTH OF
 KQ0487'THE WITNESS POST AND THE SAME ELEVATION AS THE STATION.
 KQ0487'
 KQ0487'AZIMUTH MARK IS A STANDARD DISK, STAMPED LITORA 1958, SET IN THE
 KQ0487'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 KQ0487'
 KQ0487'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KQ0487'6 MILES EAST-NORTHEAST DIXIE SETTLEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0562 ***********************************************************************
 KQ0562  DESIGNATION -  LITTLE
 KQ0562  PID         -  KQ0562
 KQ0562  STATE/COUNTY-  NV/NYE
 KQ0562  USGS QUAD   -  EAST OF SNOWBALL RAN (1990)
 KQ0562
 KQ0562                         *CURRENT SURVEY CONTROL
 KQ0562  ___________________________________________________________________
 KQ0562* NAD 83(1994)-  39 03 55.17281(N)    116 00 18.65874(W)     ADJUSTED  
 KQ0562* NAVD 88     -      2134.6    (meters)    7003.     (feet)  VERTCON   
 KQ0562  ___________________________________________________________________
 KQ0562  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 KQ0562  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 KQ0562
 KQ0562  HORZ ORDER  -  THIRD
 KQ0562
 KQ0562.The horizontal coordinates were established by classical geodetic methods
 KQ0562.and adjusted by the National Geodetic Survey in June 1998..
 KQ0562
 KQ0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0562
 KQ0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0562
 KQ0562.The geoid height was determined by GEOID03.
 KQ0562
 KQ0562;                    North         East     Units Scale Factor Converg.
 KQ0562;SPC NV C     - 6,479,058.230   557,243.764   MT  0.99994034   +0 25 00.8
 KQ0562;SPC NV C     -21,256,710.21  1,828,223.92   sFT  0.99994034   +0 25 00.8
 KQ0562;UTM  11      - 4,324,496.789   586,064.582   MT  0.99969120   +0 37 37.1
 KQ0562
 KQ0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0562!SPC NV C     -   0.99966859  x   0.99994034  =   0.99960895
 KQ0562!UTM  11      -   0.99966859  x   0.99969120  =   0.99935989
 KQ0562
 KQ0562                          SUPERSEDED SURVEY CONTROL
 KQ0562
 KQ0562  NAD 83(1986)-  39 03 55.17061(N)    116 00 18.65828(W) AD(       ) 3
 KQ0562  NGVD 29 (04/13/94) 2133.3    (m)         6999.     (f) VERT ANG       
 KQ0562
 KQ0562.Superseded values are not recommended for survey control.
 KQ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0562.See file dsdata.txt to determine how the superseded data were derived.
 KQ0562
 KQ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND8606524497(NAD 83)
 KQ0562_MARKER: DD = SURVEY DISK
 KQ0562_SETTING: 0 = UNSPECIFIED SETTING
 KQ0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0562
 KQ0562  HISTORY     - Date     Condition        Report By
 KQ0562  HISTORY     - 1955     MONUMENTED       USGS
 KQ0562
 KQ0562                          STATION DESCRIPTION
 KQ0562
 KQ0562'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0562'LOCATED ABOUT 35 MI. SW. OF EUREKA, 20 MI. NW. OF DUCKWATER, ON E.
 KQ0562'SIDE OF LITTLE SMOKEY VALLEY, ON A SMALL TOP.
 KQ0562'
 KQ0562'TO REACH FROM EUREKA POST OFFICE, DRIVE S. ON U.S. HIGHWAY 50 FOR
 KQ0562'9.4 MI. TO DIRT Y-RD., TURN RIGHT (S.) 8.1 MI. TO Y-RD., TAKE RIGHT
 KQ0562'FORK (S.) 0.2 MI. TO Y-RD., TURN LEFT (S.) 0.6 MI. TO Y-RD., TAKE
 KQ0562'LEFT FORK (S.) 5.3 MI. TO Y-RD., TURN RIGHT (S.) 1.8 MI. TO Y-RDS.,
 KQ0562'GO STRAIGHT AHEAD (S.) 0.5 MI. TO CROSSROADS, GO STRAIGHT AHEAD (S.)
 KQ0562'0.7 MI. TO CROSSROADS, GO STRAIGHT AHEAD (S.) 4 MI. TO Y-RD., TURN
 KQ0562'LEFT (S.) 0.2 MI. TO Y-RD., GO LEFT (SE.) 1.3 MI. TO Y-RD., GO LEFT
 KQ0562'(SE.) 0.5 MI., TURN LEFT (E.) ACROSS COUNTRY 0.5 MI. TO BASE OF HILL.
 KQ0562'PACK E. TO HIGHEST PART OF TOP AND STATION.  ABOUT A 20 MINUTE PACK.
 KQ0562'
 KQ0562'STATION MARK A STANDARD USGS ALUMINUM TABLET STAMPED----LITTLE---,
 KQ0562'CEMENTED IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1398 ***********************************************************************
 FS1398  DESIGNATION -  LITTLE DEVIL
 FS1398  PID         -  FS1398
 FS1398  STATE/COUNTY-  NV/CLARK
 FS1398  USGS QUAD   -  STATE LINE PASS (1985)
 FS1398
 FS1398                         *CURRENT SURVEY CONTROL
 FS1398  ___________________________________________________________________
 FS1398* NAD 83(1994)-  35 44 15.61454(N)    115 29 30.73578(W)     ADJUSTED  
 FS1398* NAVD 88     -      1705.5    (meters)    5595.     (feet)  VERTCON   
 FS1398  ___________________________________________________________________
 FS1398  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 FS1398  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 FS1398
 FS1398  HORZ ORDER  -  THIRD
 FS1398
 FS1398.The horizontal coordinates were established by classical geodetic methods
 FS1398.and adjusted by the National Geodetic Survey in June 1998..
 FS1398
 FS1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1398
 FS1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1398
 FS1398.The geoid height was determined by GEOID03.
 FS1398
 FS1398;                    North         East     Units Scale Factor Converg.
 FS1398;SPC NV E     - 8,109,570.081   208,272.975   MT  0.99990084   +0 03 12.3
 FS1398;SPC NV E     -26,606,147.84    683,308.92   sFT  0.99990084   +0 03 12.3
 FS1398;SPC CA 5     -   751,060.770 2,226,881.142   MT  1.00007033   +1 25 46.8
 FS1398;SPC CA 5     - 2,464,105.21  7,306,025.88   sFT  1.00007033   +1 25 46.8
 FS1398;UTM  11      - 3,955,901.409   636,377.858   MT  0.99982919   +0 52 51.6
 FS1398
 FS1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1398!SPC NV E     -   0.99973681  x   0.99990084  =   0.99963768
 FS1398!SPC CA 5     -   0.99973681  x   1.00007033  =   0.99980713
 FS1398!UTM  11      -   0.99973681  x   0.99982919  =   0.99956605
 FS1398
 FS1398|---------------------------------------------------------------------|
 FS1398| PID    Reference Object                     Distance      Geod. Az  |
 FS1398|                                                           dddmmss.s |
 FS1398| CS5980 LITTLE DEVIL RM 1                     3.703 METERS 11631     |
 FS1398| CS5981 LITTLE DEVIL RM 2                     2.697 METERS 19749     |
 FS1398|---------------------------------------------------------------------|
 FS1398
 FS1398                          SUPERSEDED SURVEY CONTROL
 FS1398
 FS1398  NAD 83(1992)-  35 44 15.61292(N)    115 29 30.73609(W) AD(1991.35) 3
 FS1398  NAD 83(1992)-  35 44 15.61147(N)    115 29 30.73568(W) AD(       ) 3
 FS1398  NAD 83(1992)-  35 44 15.60977(N)    115 29 30.73823(W) AD(       ) 3
 FS1398  NAD 83(1986)-  35 44 15.61771(N)    115 29 30.72368(W) AD(       ) 3
 FS1398  NGVD 29 (05/21/91) 1704.7    (m)         5593.     (f) VERT ANG       
 FS1398
 FS1398.Superseded values are not recommended for survey control.
 FS1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1398.See file dsdata.txt to determine how the superseded data were derived.
 FS1398
 FS1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV3637855901(NAD 83)
 FS1398_MARKER: DS = TRIANGULATION STATION DISK
 FS1398_SETTING: 66 = SET IN ROCK OUTCROP
 FS1398_SP_SET: SET IN ROCK OUTCROP
 FS1398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1398+STABILITY: POSITION/ELEVATION WELL
 FS1398
 FS1398  HISTORY     - Date     Condition        Report By
 FS1398  HISTORY     - 1958     MONUMENTED       USGS
 FS1398
 FS1398                          STATION DESCRIPTION
 FS1398
 FS1398'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FS1398'LOCATED ABOUT 10 MI SW. OF JEAN, 3.5 MI NW. OF DIABLO GRANDE.  AT
 FS1398'HIGHEST POINT OF PROMINENT TOP KNOWN LOCALLY AS LITTLE DEVIL
 FS1398'PEAK.
 FS1398'
 FS1398'REACHED BY HELICOPTER.
 FS1398'
 FS1398'STATION MARK--STANDARD TABLET STAMPED---LITTLE DEVIL 1958---,
 FS1398'CEMENTED IN ROCK OUTCROP.
 FS1398'
 FS1398'RM 1--COPPER NAIL AND WASHER CEMENTED IN ROCK OUTCROP.
 FS1398'
 FS1398'RM 2--COPPER NAIL AND WASHER CEMENTED IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0289 ***********************************************************************
 HP0289  DESIGNATION -  LITTLE MOUNTAIN
 HP0289  PID         -  HP0289
 HP0289  STATE/COUNTY-  NV/LINCOLN
 HP0289  USGS QUAD   -  MOSEY MTN (1972)
 HP0289
 HP0289                         *CURRENT SURVEY CONTROL
 HP0289  ___________________________________________________________________
 HP0289* NAD 83(1994)-  37 39 23.74541(N)    114 19 45.54493(W)     ADJUSTED  
 HP0289* NAVD 88     -      2075.8    (meters)    6810.     (feet)  VERTCON   
 HP0289  ___________________________________________________________________
 HP0289  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 HP0289  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 HP0289
 HP0289  HORZ ORDER  -  FIRST
 HP0289
 HP0289.The horizontal coordinates were established by classical geodetic methods
 HP0289.and adjusted by the National Geodetic Survey in June 1998..
 HP0289
 HP0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0289
 HP0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0289
 HP0289.The geoid height was determined by GEOID03.
 HP0289
 HP0289;                    North         East     Units Scale Factor Converg.
 HP0289;SPC NV E     - 8,323,231.713   310,646.073   MT  1.00005075   +0 45 58.3
 HP0289;SPC NV E     -27,307,136.05  1,019,177.99   sFT  1.00005075   +0 45 58.3
 HP0289;UTM  11      - 4,171,070.527   735,589.750   MT  1.00028369   +1 37 56.4
 HP0289
 HP0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0289!SPC NV E     -   0.99967810  x   1.00005075  =   0.99972883
 HP0289!UTM  11      -   0.99967810  x   1.00028369  =   0.99996170
 HP0289
 HP0289|---------------------------------------------------------------------|
 HP0289| PID    Reference Object                     Distance      Geod. Az  |
 HP0289|                                                           dddmmss.s |
 HP0289| DD6185 LITTLE MOUNTAIN RM 1                  7.219 METERS 05111     |
 HP0289| DD6186 LITTLE MOUNTAIN RM 2                  5.476 METERS 20123     |
 HP0289| DD6184 LITTLE MOUNTAIN AZ MK                              2812101.9 |
 HP0289| HP0297 PANACA WATER TANK                   APPROX.16.1 KM 3412001.1 |
 HP0289| HP0294 PANACA L PAINTED ON HILLSIDE        APPROX.17.9 KM 3572948.2 |
 HP0289|---------------------------------------------------------------------|
 HP0289
 HP0289                          SUPERSEDED SURVEY CONTROL
 HP0289
 HP0289  NAD 83(1994)-  37 39 23.74552(N)    114 19 45.54492(W) AD(       ) 1
 HP0289  NAD 83(1986)-  37 39 23.73755(N)    114 19 45.54449(W) AD(       ) 1
 HP0289  NAD 27      -  37 39 23.85600(N)    114 19 42.59400(W) AD(       ) 1
 HP0289  NGVD 29 (07/19/86) 2074.6    (m)         6806.     (f) VERT ANG       
 HP0289
 HP0289.Superseded values are not recommended for survey control.
 HP0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0289.See file dsdata.txt to determine how the superseded data were derived.
 HP0289
 HP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB3559071071(NAD 83)
 HP0289_MARKER: DS = TRIANGULATION STATION DISK
 HP0289_SETTING: 66 = SET IN ROCK OUTCROP
 HP0289_SP_SET: PARTIALLY EXPOSED BEDROCK
 HP0289_STAMPING: LITTLE MTN 1944
 HP0289_MARK LOGO: CGS   
 HP0289_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0289+STABILITY: POSITION/ELEVATION WELL
 HP0289
 HP0289  HISTORY     - Date     Condition        Report By
 HP0289  HISTORY     - 1944     MONUMENTED       CGS
 HP0289  HISTORY     - 1954     GOOD             CGS
 HP0289  HISTORY     - 1972     GOOD             USGS
 HP0289
 HP0289                          STATION DESCRIPTION
 HP0289
 HP0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0289'STATION IS ABOUT 9 MILES (AIR LINE) E OF A HIGHWAY IN MEADOW
 HP0289'VALLEY WASH, ABOUT 1-1/2 MILES N OF THE CALIENTO-BEAVER DAM
 HP0289'ROAD, ON THE HIGHEST POINT NEAR THE N END OF LITTLE MOUNTAIN,
 HP0289'A PROMINENT AND LONE MOUNTAIN RISING OUT OF THE FLATS.  IT
 HP0289'IS ABOUT 11 MILES SE OF PANACA AND ABOUT 12 MILES NE OF CALIENTE.
 HP0289'THERE IS A HEAVILY BRUSHED MOUNTAIN CONSIDERABLE HIGHER LYING
 HP0289'ABOUT 4 MILES SE.
 HP0289'
 HP0289'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK PROJECTING
 HP0289'ABOUT 12 INCHES ABOVE THE GROUND.  IT IS STAMPED LITTLE MTN
 HP0289'1944 AND IS ON THE HIGHEST PORTION OF MOUNTAIN AMONG THICK
 HP0289'SCRUB CEDARS.
 HP0289'
 HP0289'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0289'PROJECTING ABOUT 12 INCHES ABOVE THE GROUND.  IT IS STAMPED
 HP0289'LITTLE MTN NO 1 1944.
 HP0289'
 HP0289'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0289'PROJECTING ABOUT 12 INCHES ABOVE THE GROUND.  IT IS STAMPED
 HP0289'LITTLE MTN NO 2 1944.
 HP0289'
 HP0289'AZIMUTH MARK IS A BRONZE REFERENCE DISK SET FLUSH IN A BOULDER
 HP0289'1 FOOT NE OF SMALL ROCK CAIRN.  IT IS LOCATED ON A ROCKY POINT.
 HP0289'STAMPED LITTLE MTN 1944.
 HP0289'
 HP0289'TO REACH STATION FROM CALIENTE, GO N ON U.S. HIGHWAY 93 FROM
 HP0289'THE MAIN CROSSING FOR 2.9 MILES, TURN RIGHT OFF THE HIGHWAY
 HP0289'ONTO A GRADED ROAD, CROSS TRACKS AND GO GENERALLY E 1.9 MILES,
 HP0289'TAKE LEFT FORK AND CONTINUE ON MAIN-TRAVELED ROAD FOR 8.0 MILES
 HP0289'TO A DIM TRACK ROAD LEADING OFF TO LEFT.  TAKE DIM TRACK ROAD
 HP0289'AND GO E DOWN INTO WASH AND THEN N TO TOP OF SMALL RIDGE 0.4
 HP0289'MILE AND T-JUNCTION.  GO LEFT AND CONTINUE DOWN INTO NEXT WASH
 HP0289'AND FOLLOW TRACKS NNW 1.6 MILES, THEN TURN RIGHT OUT OF WASH
 HP0289'AND GO E, FOLLOWING DIM TRACK ROAD, 1.5 MILES TO THE END OF
 HP0289'TRUCK TRAVEL NEAR THE W BASE OF THE MOUNTAIN.  FROM END OF
 HP0289'TRUCK TRAVEL PACK ENE UP SLOPE ABOUT 1/3 MILE TO THE TOP AND
 HP0289'STATION.  A 1/2-HOUR PACK.
 HP0289'
 HP0289'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HP0289
 HP0289                          STATION RECOVERY (1954)
 HP0289
 HP0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 HP0289'RECOVERED.  THE STATION, REFERENCE MARKS, AND AZIMUTH MARK
 HP0289'WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 HP0289
 HP0289                          STATION RECOVERY (1972)
 HP0289
 HP0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HP0289'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37114-1 STATION 1014.
 HP0289'STATION MARK--BRONZE DISC STAMPED---LITTLE MTN 1944---SET IN BEDROCK
 HP0289'PROJECTING ABOUT 12 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1821 ***********************************************************************
 GR1821  DESIGNATION -  LITTLE VIRGIN CAIRN
 GR1821  PID         -  GR1821
 GR1821  STATE/COUNTY-  NV/CLARK
 GR1821  USGS QUAD   -  OVERTON SE (1983)
 GR1821
 GR1821                         *CURRENT SURVEY CONTROL
 GR1821  ___________________________________________________________________
 GR1821* NAD 83(1994)-  36 33 35.99290(N)    114 17 01.82780(W)     ADJUSTED  
 GR1821* NAVD 88     -                                                        
 GR1821  ___________________________________________________________________
 GR1821  LAPLACE CORR-          10.37  (seconds)                    DEFLEC99
 GR1821  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 GR1821
 GR1821  HORZ ORDER  -  THIRD
 GR1821
 GR1821.The horizontal coordinates were established by classical geodetic methods
 GR1821.and adjusted by the National Geodetic Survey in June 1998..
 GR1821
 GR1821
 GR1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1821
 GR1821.The geoid height was determined by GEOID03.
 GR1821
 GR1821;                    North         East     Units Scale Factor Converg.
 GR1821;SPC NV E     - 8,201,589.837   316,324.349   MT  1.00006666   +0 46 26.9
 GR1821;SPC NV E     -26,908,049.32  1,037,807.47   sFT  1.00006666   +0 46 26.9
 GR1821;UTM  11      - 4,049,496.938   743,085.203   MT  1.00032807   +1 37 07.4
 GR1821
 GR1821                          SUPERSEDED SURVEY CONTROL
 GR1821
 GR1821  NAD 83(1994)-  36 33 35.99250(N)    114 17 01.82618(W) AD(       ) 4
 GR1821  NAD 83(1992)-  36 33 35.99105(N)    114 17 01.82655(W) AD(       ) 4
 GR1821  NAD 83(1986)-  36 33 35.98883(N)    114 17 01.82291(W) AD(       ) 4
 GR1821  NAD 27      -  36 33 36.07500(N)    114 16 58.92900(W) AD(       ) 3
 GR1821
 GR1821.Superseded values are not recommended for survey control.
 GR1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1821.See file dsdata.txt to determine how the superseded data were derived.
 GR1821
 GR1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA4308549497(NAD 83)
 GR1821_MARKER: 72 = CAIRN
 GR1821
 GR1821  HISTORY     - Date     Condition        Report By
 GR1821  HISTORY     - 1944     FIRST OBSERVED   CGS
 GR1821
 GR1821                          STATION DESCRIPTION
 GR1821
 GR1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 GR1821'LOCATED BY AIR LINE DISTANCES ABOUT 20 MILES ESE OF MOAPA,
 GR1821'10 MILES E OF OVERTON, AND 11 MILES ESE OF VIRGIN MOUNTAIN.
 GR1821'IT IS A LARGE CAIRN OF THE LOS ANGELES CITY SURVEY, LOCATED
 GR1821'ON A LOW SHARP PEAK OF THE RANGE OF HILLS ABOUT THE S AND W
 GR1821'SIDES OF VIRGIN MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1693 ***********************************************************************
 KR1693  DESIGNATION -  LIVE
 KR1693  PID         -  KR1693
 KR1693  STATE/COUNTY-  NV/DOUGLAS
 KR1693  USGS QUAD   -  GLENBROOK (1992)
 KR1693
 KR1693                         *CURRENT SURVEY CONTROL
 KR1693  ___________________________________________________________________
 KR1693* NAD 83(1994)-  39 06 22.56408(N)    119 57 38.35158(W)     ADJUSTED  
 KR1693* NAVD 88     -      1911.     (meters)    6270.     (feet)  SCALED    
 KR1693  ___________________________________________________________________
 KR1693  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KR1693  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 KR1693
 KR1693  HORZ ORDER  -  THIRD
 KR1693
 KR1693.The horizontal coordinates were established by classical geodetic methods
 KR1693.and adjusted by the National Geodetic Survey in June 1998..
 KR1693
 KR1693.The orthometric height was scaled from a topographic map.
 KR1693
 KR1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1693
 KR1693.The geoid height was determined by GEOID03.
 KR1693
 KR1693;                    North         East     Units Scale Factor Converg.
 KR1693;SPC NV W     - 4,484,298.008   680,875.951   MT  1.00007468   -0 52 07.9
 KR1693;SPC NV W     -14,712,234.38  2,233,840.52   sFT  1.00007468   -0 52 07.9
 KR1693;SPC CA 2     -   661,782.467 2,176,366.875   MT  0.99991474   +1 17 08.7
 KR1693;SPC CA 2     - 2,171,197.98  7,140,296.99   sFT  0.99991474   +1 17 08.7
 KR1693;UTM  11      - 4,332,743.486   243,992.261   MT  1.00040708   -1 52 06.5
 KR1693;UTM  10      - 4,332,968.470   762,813.672   MT  1.00045057   +1 55 05.5
 KR1693
 KR1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1693!SPC NV W     -   0.99970399  x   1.00007468  =   0.99977865
 KR1693!SPC CA 2     -   0.99970399  x   0.99991474  =   0.99961875
 KR1693!UTM  11      -   0.99970399  x   1.00040708  =   1.00011095
 KR1693!UTM  10      -   0.99970399  x   1.00045057  =   1.00015442
 KR1693
 KR1693                          SUPERSEDED SURVEY CONTROL
 KR1693
 KR1693  NAD 83(1992)-  39 06 22.55899(N)    119 57 38.34999(W) AD(       ) 3
 KR1693  NAD 83(1986)-  39 06 22.55146(N)    119 57 38.32162(W) AD(       ) 3
 KR1693  NAD 27      -  39 06 22.87500(N)    119 57 34.65500(W) AD(       ) 3
 KR1693
 KR1693.Superseded values are not recommended for survey control.
 KR1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1693.See file dsdata.txt to determine how the superseded data were derived.
 KR1693
 KR1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4399232743(NAD 83)
 KR1693_MARKER: Z = SEE DESCRIPTION
 KR1693_SETTING: 0 = UNSPECIFIED SETTING
 KR1693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1693
 KR1693  HISTORY     - Date     Condition        Report By
 KR1693  HISTORY     - 1922     MONUMENTED       CGS
 KR1693
 KR1693                          STATION DESCRIPTION
 KR1693
 KR1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FLP)
 KR1693'ON A LARGE, ANGULAR BOULDER NEAR THE WESTERN EXTREMITY OF
 KR1693'DEADMANS POINT, ON THE EAST SHORE OF LAKE TAHOE, SLIGHTLY
 KR1693'BACK FROM THE SHORE LINE AND AT AN ELEVATION OF 25 OR 30 FEET
 KR1693'ABOVE THE SURFACE OF THE LAKE.  THE BOULDER WAS WHITEWASHED IN
 KR1693'1922 AND FORMED THE MOST PROMINENT AND USEFUL SIGNAL OF THE
 KR1693'SURVEYS OF THAT SEASON.  THE STATION IS MARKED BY A
 KR1693'TRIANGULATION DISK STATION MARK, CEMENTED INTO A DRILL HOLE
 KR1693'NEAR THE UPPER, OFF SHORE ANGLE OF THE BOULDER, AND STAMPED
 KR1693'LIVE 1922.  IT IS APPROXIMATELY 33 METERS HORIZONTALLY
 KR1693'DISTANT, SOUTH AND EAST, FROM THE U.S. RECLAMATION SERVICE
 KR1693'SHORE LINE STATION NO. 101.  THE ANGLE AT STATION NO. 101
 KR1693'FROM NEV ON OBSERVATORY POINT TO LIVE IS APPROXIMATELY 137
 KR1693'DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0673 ***********************************************************************
 LQ0673  DESIGNATION -  LIZA
 LQ0673  PID         -  LQ0673
 LQ0673  STATE/COUNTY-  NV/ELKO
 LQ0673  USGS QUAD   -  SPRUCE WELL (1986)
 LQ0673
 LQ0673                         *CURRENT SURVEY CONTROL
 LQ0673  ___________________________________________________________________
 LQ0673* NAD 83(1994)-  40 31 43.33785(N)    114 56 48.86691(W)     ADJUSTED  
 LQ0673* NAVD 88     -      1917.9    (meters)    6292.     (feet)  VERTCON   
 LQ0673  ___________________________________________________________________
 LQ0673  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 LQ0673  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 LQ0673
 LQ0673  HORZ ORDER  -  THIRD
 LQ0673
 LQ0673.The horizontal coordinates were established by classical geodetic methods
 LQ0673.and adjusted by the National Geodetic Survey in June 1998..
 LQ0673
 LQ0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0673
 LQ0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0673
 LQ0673.The geoid height was determined by GEOID03.
 LQ0673
 LQ0673;                    North         East     Units Scale Factor Converg.
 LQ0673;SPC NV E     - 8,641,508.418   253,920.178   MT  0.99993578   +0 24 48.9
 LQ0673;SPC NV E     -28,351,348.87    833,069.78   sFT  0.99993578   +0 24 48.9
 LQ0673;UTM  11      - 4,488,466.105   673,898.138   MT  0.99997225   +1 20 04.2
 LQ0673
 LQ0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0673!SPC NV E     -   0.99970212  x   0.99993578  =   0.99963791
 LQ0673!UTM  11      -   0.99970212  x   0.99997225  =   0.99967437
 LQ0673
 LQ0673:                Primary Azimuth Mark                     Grid Az
 LQ0673:SPC NV E     -  HIGHWAY 93 STA C 80+77.40                131 23 37.2
 LQ0673:UTM  11      -  HIGHWAY 93 STA C 80+77.40                130 28 21.9
 LQ0673
 LQ0673|---------------------------------------------------------------------|
 LQ0673| PID    Reference Object                     Distance      Geod. Az  |
 LQ0673|                                                           dddmmss.s |
 LQ0673| DD6187 HIGHWAY 93 STA C 80+77.40                          1314826.1 |
 LQ0673| DD6188 LIZA RM 1                             5.621 METERS 19321     |
 LQ0673| DD6189 LIZA RM 2                             7.143 METERS 27215     |
 LQ0673|---------------------------------------------------------------------|
 LQ0673
 LQ0673                          SUPERSEDED SURVEY CONTROL
 LQ0673
 LQ0673  NAD 83(1994)-  40 31 43.33672(N)    114 56 48.86412(W) AD(       ) 3
 LQ0673  NAD 83(1986)-  40 31 43.33389(N)    114 56 48.86228(W) AD(       ) 3
 LQ0673  NAD 27      -  40 31 43.59458(N)    114 56 45.73093(W) AD(       ) 3
 LQ0673  NGVD 29 (07/19/86) 1916.7    (m)         6288.     (f) VERT ANG       
 LQ0673
 LQ0673.Superseded values are not recommended for survey control.
 LQ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0673.See file dsdata.txt to determine how the superseded data were derived.
 LQ0673
 LQ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE7389888466(NAD 83)
 LQ0673_MARKER: DS = TRIANGULATION STATION DISK
 LQ0673_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0673
 LQ0673  HISTORY     - Date     Condition        Report By
 LQ0673  HISTORY     - 1965     MONUMENTED       CGS
 LQ0673
 LQ0673                          STATION DESCRIPTION
 LQ0673
 LQ0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0673'THE STATION IS ON THE HIGHEST PART OF A SMALL PROMINENT RIDGE
 LQ0673'ALONG THE WEST SIDE OF U.S. HIGHWAY 93.  IT IS ABOUT 56 MILES
 LQ0673'AIRLINE SOUTH OF WELLS, 27 MILES NORTHWEST OF CURRIE AND ABOUT
 LQ0673'0.2 MILE WEST OF THE HIGHWAY.
 LQ0673'
 LQ0673'TO REACH THE STATION FROM CURRIE GO NORTH ALONG U.S. HIGHWAY
 LQ0673'93 FOR 4.7 MILES TO A SIDE ROAD LEFT AND SIGN BUTTE VALLEY,
 LQ0673'CONTINUE NORTH ALONG THE HIGHWAY FOR 11.35 MILES TO ANOTHER
 LQ0673'SIDE ROAD LEFT AND SIGN BUTTE VALLEY.  CONTINUE NORTH FOR 5.5
 LQ0673'MILES TO A SMALL RIDGE ON THE LEFT.  CONTINUE NORTH FOR ABOUT
 LQ0673'0.2 MILE TO A DIM SIDE ROAD LEFT.  TURN LEFT FOR ABOUT 0.15
 LQ0673'MILE, BEAR LEFT SOUTHWEST ACROSS SAGEBRUSH TO THE BASE OF THE
 LQ0673'RIDGE AND END OF TRUCK TRAVEL.  PACK SOUTH TO THE HIGHEST PART OF
 LQ0673'THE RIDGE AND THE STATION.
 LQ0673'
 LQ0673'THE STATION MARK IS A STANDARD DISK STAMPED LIZA 1965.  IT
 LQ0673'IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK ON THE HIGHEST
 LQ0673'PART OF THE RIDGE.  IT IS 4-1/2 FEET WEST OF THE WITNESS
 LQ0673'POST.
 LQ0673'
 LQ0673'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LIZA NO 1 1965.
 LQ0673'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH
 LQ0673'PROJECTS ABOUT 6 INCHES.  IT IS 18-1/2 FEET SOUTH OF THE
 LQ0673'WITNESS POST.
 LQ0673'
 LQ0673'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LIZA NO 2 1965.
 LQ0673'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH
 LQ0673'PROJECTS 2 INCHES.  IT IS 22.5 FEET EAST OF THE WITNESS POST.
 LQ0673'
 LQ0673'THE AZIMUTH MARK IS SET AT A SIDE ROAD LEFT 0.8 MILE BEFORE
 LQ0673'REACHING THE RIDGE ALONG THE HIGHWAY.  IT IS A NEVADA DEPT.
 LQ0673'OF HIGHWAYS DISK STAMPED C-80+77.40 DIST. 60.36 ANGLE 80.
 LQ0673'IT IS SET IN THE TOP OF A 18 INCH MASS OF CONCRETE WHICH
 LQ0673'PROJECTS 4 INCHES.  IT IS 59-1/2 FEET SOUTHWEST OF THE CENTER
 LQ0673'LINE OF THE HIGHWAY, 71 FEET SOUTH OF THE CENTER OF THE
 LQ0673'TRACK ROAD AND 1 FOOT SOUTHEAST OF THE WITNESS POST.
 LQ0673'
 LQ0673'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1306 ***********************************************************************
 JR1306  DESIGNATION -  LOBDELL
 JR1306  PID         -  JR1306
 JR1306  STATE/COUNTY-  NV/LYON
 JR1306  USGS QUAD   -  MOUNT ETNA (1988)
 JR1306
 JR1306                         *CURRENT SURVEY CONTROL
 JR1306  ___________________________________________________________________
 JR1306* NAD 83(1994)-  38 41 07.94749(N)    119 11 05.48238(W)     ADJUSTED  
 JR1306* NAVD 88     -      2506.8    (meters)    8224.     (feet)  VERTCON   
 JR1306  ___________________________________________________________________
 JR1306  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 JR1306  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 JR1306
 JR1306  HORZ ORDER  -  THIRD
 JR1306
 JR1306.The horizontal coordinates were established by classical geodetic methods
 JR1306.and adjusted by the National Geodetic Survey in June 1998..
 JR1306
 JR1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1306
 JR1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1306
 JR1306.The geoid height was determined by GEOID03.
 JR1306
 JR1306;                    North         East     Units Scale Factor Converg.
 JR1306;SPC NV W     - 4,436,864.812   747,667.398   MT  0.99993371   -0 22 33.6
 JR1306;SPC NV W     -14,556,613.97  2,452,972.12   sFT  0.99993371   -0 22 33.6
 JR1306;UTM  11      - 4,284,147.011   309,964.733   MT  1.00004473   -1 21 57.8
 JR1306
 JR1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1306!SPC NV W     -   0.99961069  x   0.99993371  =   0.99954442
 JR1306!UTM  11      -   0.99961069  x   1.00004473  =   0.99965540
 JR1306
 JR1306|---------------------------------------------------------------------|
 JR1306| PID    Reference Object                     Distance      Geod. Az  |
 JR1306|                                                           dddmmss.s |
 JR1306| CS8838 LOBDELL RM 1                          2.789 METERS 04711     |
 JR1306| CS8839 LOBDELL RM 2                          2.134 METERS 31222     |
 JR1306|---------------------------------------------------------------------|
 JR1306
 JR1306                          SUPERSEDED SURVEY CONTROL
 JR1306
 JR1306  NAD 83(1992)-  38 41 07.95025(N)    119 11 05.47354(W) AD(       ) 3
 JR1306  NGVD 29 (03/15/94) 2505.5    (m)         8220.     (f) VERT ANG       
 JR1306
 JR1306.Superseded values are not recommended for survey control.
 JR1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1306.See file dsdata.txt to determine how the superseded data were derived.
 JR1306
 JR1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC0996584147(NAD 83)
 JR1306_MARKER: DS = TRIANGULATION STATION DISK
 JR1306_SETTING: 80 = SET IN A BOULDER
 JR1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR1306+STABILITY: SURFACE MOTION
 JR1306
 JR1306  HISTORY     - Date     Condition        Report By
 JR1306  HISTORY     - 1957     MONUMENTED       USGS
 JR1306
 JR1306                          STATION DESCRIPTION
 JR1306
 JR1306'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JR1306'LOCATED ABOUT 21 MI S. OF YERINGTON, 3.5 MI W. OF ABANDONED
 JR1306'MINING TOWN OF PINE GROVE.
 JR1306'
 JR1306'TO REACH FROM INTERSECTION OF U.S. HWY. 95A AND STATE HWY. 3 IN
 JR1306'YERINGTON, DRIVE 10.4 MI S. TO RD. JCT. LEFT TO EAST WALKER
 JR1306'RANCHES.  TAKE EAST WALKER RANCHES RD. 10 MI S. TO RD. JCT. TO
 JR1306'PINE GROVE.  TURN RIGHT 5.4 MI TO PINE GROVE, CONTINUE UP CANYON 1
 JR1306'MI TO RD. JCT.  TURN RIGHT 1.1 MI TO RD. JCT.  TURN RIGHT 1.4 MI
 JR1306'TO RD. JCT.  TURN RIGHT 1 MI TO RD. JCT. AT TOP OF HILL.  TURN
 JR1306'LEFT 1.3 MI TO SADDLE.  PACK WAY LEFT CROSS-COUNTRY AND UPHILL
 JR1306'ABOUT 0.5 MI TO NORTHERNMOST HIGHEST POINT AND STATION.
 JR1306'
 JR1306'STATION MARK--STANDARD TABLET STAMPED---LOBDELL 1957---, IN ROCK.
 JR1306'
 JR1306'RM 1--STANDARD RM TABLET STAMPED---NO 1---, IN ROCK.
 JR1306'
 JR1306'RM 2--STANDARD RM TABLET STAMPED---NO 2---, IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1750 ***********************************************************************
 KR1750  DESIGNATION -  LOCK
 KR1750  PID         -  KR1750
 KR1750  STATE/COUNTY-  NV/STOREY
 KR1750  USGS QUAD   -  VISTA (1982)
 KR1750
 KR1750                         *CURRENT SURVEY CONTROL
 KR1750  ___________________________________________________________________
 KR1750* NAD 83(1994)-  39 30 11.91290(N)    119 38 26.34447(W)     ADJUSTED  
 KR1750* NAVD 88     -      1504.7    (meters)    4937.     (feet)  VERTCON   
 KR1750  ___________________________________________________________________
 KR1750  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 KR1750  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR1750
 KR1750  HORZ ORDER  -  SECOND
 KR1750
 KR1750.The horizontal coordinates were established by classical geodetic methods
 KR1750.and adjusted by the National Geodetic Survey in June 1998..
 KR1750
 KR1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1750
 KR1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1750
 KR1750.The geoid height was determined by GEOID03.
 KR1750
 KR1750;                    North         East     Units Scale Factor Converg.
 KR1750;SPC NV W     - 4,528,004.174   709,068.882   MT  1.00000177   -0 40 21.5
 KR1750;SPC NV W     -14,855,627.03  2,326,336.82   sFT  1.00000177   -0 40 21.5
 KR1750;UTM  11      - 4,375,961.279   272,954.679   MT  1.00023473   -1 40 49.8
 KR1750
 KR1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1750!SPC NV W     -   0.99976776  x   1.00000177  =   0.99976953
 KR1750!UTM  11      -   0.99976776  x   1.00023473  =   1.00000243
 KR1750
 KR1750|---------------------------------------------------------------------|
 KR1750| PID    Reference Object                     Distance      Geod. Az  |
 KR1750|                                                           dddmmss.s |
 KR1750| DB8112 LOCK RM 1                             8.751 METERS 02327     |
 KR1750| KR1740 TANG RESET                          APPROX. 3.4 KM 0414509.4 |
 KR1750| DB8113 LOCK RM 2                             3.841 METERS 11651     |
 KR1750| KR1752 AIRWAY BCN 19 5 MI E OF SPARKS      APPROX. 3.3 KM 3362025.8 |
 KR1750|---------------------------------------------------------------------|
 KR1750
 KR1750                          SUPERSEDED SURVEY CONTROL
 KR1750
 KR1750  NAD 83(1992)-  39 30 11.91872(N)    119 38 26.33940(W) AD(       ) 2
 KR1750  NAD 83(1986)-  39 30 11.91967(N)    119 38 26.33017(W) AD(       ) 2
 KR1750  NAD 27      -  39 30 12.23310(N)    119 38 22.66500(W) AD(       ) 2
 KR1750  NGVD 29 (07/19/86) 1503.7    (m)         4933.     (f) VERT ANG       
 KR1750
 KR1750.Superseded values are not recommended for survey control.
 KR1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1750.See file dsdata.txt to determine how the superseded data were derived.
 KR1750
 KR1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7295575961(NAD 83)
 KR1750_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KR1750_SETTING: 80 = SET IN A BOULDER
 KR1750_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1750
 KR1750  HISTORY     - Date     Condition        Report By
 KR1750  HISTORY     - 1958     MONUMENTED       CGS
 KR1750  HISTORY     - 1975     SEE DESCRIPTION  USGS
 KR1750  HISTORY     - 1977     SEE DESCRIPTION  LOCSUR
 KR1750  HISTORY     - 1978     SEE DESCRIPTION  NGS
 KR1750
 KR1750                          STATION DESCRIPTION
 KR1750
 KR1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1750'THE STATION IS ABOUT 6-1/2 MILES EAST-SOUTHEAST OF SPARKS ON
 KR1750'THE SOUTH SIDE OF U.S. HIGHWAY 40 ABOUT 3/4 MILE SOUTHEAST OF
 KR1750'THE BRIDGE OVER THE TRUCKEE RIVER.  IT IS ON THE SUMMIT OF
 KR1750'A GRASS-COVERED HIGH HILL ON THE SOUTHWEST END OF THE RIDGE.
 KR1750'A BLADED ROAD GOES UP THE CANYON ALONG THE WEST AND SOUTH SIDES
 KR1750'OF THE HILL.
 KR1750'
 KR1750'TO REACH FROM THE ROAD JUNCTION LEADING SOUTH OFF U.S. HIGHWAY
 KR1750'40 TO THE BRIDGE ACROSS THE TRUCKEE RIVER (THIS JUNCTION BEING
 KR1750'6.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE FIRST NATIONAL
 KR1750'BANK IN SPARKS, WHICH IS BETWEEN 10TH AND 11TH STREETS), GO
 KR1750'SOUTH FOR 0.25 MILE TO BRIDGE ACROSS THE RIVER, CONTINUE SOUTH
 KR1750'AND SOUTHEAST ON MAIN ROAD FOR 1.95 MILES TO FORK, TAKE LEFT
 KR1750'FORK, EAST, FOR 0.1 MILE TO CREEK CROSSING.  CROSS THE CREEK
 KR1750'AND GO 0.4 MILE TO RANCH BUILDINGS.  TURN SHARP LEFT (JUST
 KR1750'BEFORE REACHING HOUSE) AND FOLLOW TRACK ROAD NORTHEAST AND EAST
 KR1750'FOR 0.25 MILE TO FORK, TAKE LEFT FORK AND FOLLOW WINDING ROAD
 KR1750'FOR 0.45 MILE TO FORK.  TAKE LEFT FORK, NORTHEAST AND NORTH,
 KR1750'FOR 0.35 MILE TO TOP OF MESA AND AT POINT WHERE YOU LEAVE
 KR1750'THE MAIN TRACK ROAD.  TURN LEFT ON DIM TRACKS AND GO WEST FOR
 KR1750'0.75 MILE TO THE BOTTOM OF A DEEP DRAW.  BEAR RIGHT, NORTH, UP
 KR1750'DRAW FOR 0.2 MILE, THEN LEFT, WEST, ON FLAT BASIN FOR 0.2 MILE
 KR1750'TO POINT OF RIDGE.  GO UP STEEP RIDGE, NORTHWEST AND WEST, FOR
 KR1750'0.4 MILE TO TOP OF RIDGE, THENCE BEAR LEFT, SOUTHWEST, FOR 0.1 MILE
 KR1750'TO SUMMIT AND STATION.  A 4-WHEEL DRIVE VEHICLE
 KR1750'REQUIRED.
 KR1750'
 KR1750'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN
 KR1750'DRILL HOLES IN SMALL BOULDERS.
 KR1750'
 KR1750'THE STATION MARK, STAMPED LOCK 1958, IS IN A BOULDER PROJECTING
 KR1750'ABOUT 8 INCHES ON THE EAST SIDE, AND IS 9-1/2 FEET NORTHEAST
 KR1750'OF A WITNESS POST.
 KR1750'
 KR1750'REFERENCE MARK 1, STAMPED LOCK NO 1 1958, IS ABOUT FLUSH WITH
 KR1750'THE GROUND.
 KR1750'
 KR1750'REFERENCE MARK 2, STAMPED LOCK NO 2 1958, IS IN A BOULDER
 KR1750'PROJECTING ABOUT 8 INCHES ON THE EAST SIDE.  BOTH MARKS ARE
 KR1750'ABOUT THE SAME ELEVATION AS THE STATION.
 KR1750
 KR1750                          STATION RECOVERY (1975)
 KR1750
 KR1750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JAB)
 KR1750'THIS STATION WAS DESTROYED.  THE RMS WERE FOUND AND THE ROCK THE
 KR1750'STATION WAS SET.  IT APPEARS SOMEONE REMOVED THE MARK.  I BELIEVE
 KR1750'THE MARK COULD BE RESET IN THE ORIGINAL POSITION.
 KR1750
 KR1750                          STATION RECOVERY (1977)
 KR1750
 KR1750'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 KR1750'RECOVERED BY RON COOPER - LAND SURVEYING.
 KR1750'
 KR1750'FOUND EVIDENCE OF REMAINS--CONCRETE CHIPS AROUND BOULDER IN WHICH
 KR1750'THE MONUMENT WAS ESTABLISHED, VERIFY WITH REF. MONUMENTS THAT
 KR1750'REMAIN IN GOOD CONDITION.
 KR1750
 KR1750                          STATION RECOVERY (1978)
 KR1750
 KR1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KR1750'THE STATION MARK DISK WAS FOUND TO HAVE BEEN REMOVED FROM THE ROCK
 KR1750'IT WAS IN BUT THE DRILL HOLE IN WHICH THE MARK WAS SET WAS INTACT
 KR1750'SO THE HOLE WAS DEEPENED AND A NEW STATION MARK WAS SET IN IT IN
 KR1750'THE SAME EXACT POSITION ON THIS DATE.  REFERENCE MARKS 1 AND 2
 KR1750'WERE RECOVERED IN GOOD CONDITION AND THE DISTANCES AND DIRECTIONS
 KR1750'FROM THE STATION MARK TO THE REFERENCE MARKS MEASURED ON THIS
 KR1750'DATE AGREED WITH THE 1958 MEASUREMENTS.  THE 1958 DESCRIPTION IS
 KR1750'ADEQUATE WITH THE FOLLOWING ADDITIONS--
 KR1750'
 KR1750'THE STATION MARK SET ON THIS DATE IS AN NGS HORIZONTAL CONTROL
 KR1750'DISK STAMPED LOCK 1958 1978 CEMENTED IN A DRILL HOLE IN THE
 KR1750'1-1/2X2-FOOT TOP OF A BOULDER PROJECTING 0.5 FOOT ABOVE THE GROUND
 KR1750'AND IS 3.0 FEET EAST OF A WOODEN WITNESS POST.
 KR1750'
 KR1750'REFERENCE MARK 1 IS ABOUT 1-1/2 FEET LOWER THAN THE STATION MARK.
 KR1750'
 KR1750'REFERENCE MARK 2 IS ABOUT 1/2 FOOT LOWER THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0406 ***********************************************************************
 JP0406  DESIGNATION -  LOCKE
 JP0406  PID         -  JP0406
 JP0406  STATE/COUNTY-  NV/NYE
 JP0406  USGS QUAD   -  LOCKES (1980)
 JP0406
 JP0406                         *CURRENT SURVEY CONTROL
 JP0406  ___________________________________________________________________
 JP0406* NAD 83(1994)-  38 32 47.64951(N)    115 49 03.84284(W)     ADJUSTED  
 JP0406* NAVD 88     -      1666.1    (meters)    5466.     (feet)  VERTCON   
 JP0406  ___________________________________________________________________
 JP0406  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 JP0406  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 JP0406
 JP0406  HORZ ORDER  -  FIRST
 JP0406
 JP0406.The horizontal coordinates were established by classical geodetic methods
 JP0406.and adjusted by the National Geodetic Survey in June 1998..
 JP0406
 JP0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0406
 JP0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0406
 JP0406.The geoid height was determined by GEOID03.
 JP0406
 JP0406;                    North         East     Units Scale Factor Converg.
 JP0406;SPC NV C     - 6,421,609.294   574,000.239   MT  0.99996741   +0 31 44.5
 JP0406;SPC NV C     -21,068,229.83  1,883,199.12   sFT  0.99996741   +0 31 44.5
 JP0406;UTM  11      - 4,267,123.278   603,026.310   MT  0.99973071   +0 44 12.5
 JP0406
 JP0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0406!SPC NV C     -   0.99974230  x   0.99996741  =   0.99970972
 JP0406!UTM  11      -   0.99974230  x   0.99973071  =   0.99947308
 JP0406
 JP0406:                Primary Azimuth Mark                     Grid Az
 JP0406:SPC NV C     -  TITUS                                    020 25 02.8
 JP0406:UTM  11      -  TITUS                                    020 12 34.8
 JP0406
 JP0406|---------------------------------------------------------------------|
 JP0406| PID    Reference Object                     Distance      Geod. Az  |
 JP0406|                                                           dddmmss.s |
 JP0406| JP0404 TITUS                               APPROX.13.3 KM 0205647.3 |
 JP0406| JP0234 U 33                                               0723205.6 |
 JP0406| JP0235 V 33                                               1092152.4 |
 JP0406| DD6190 LOCKE RM 1                            7.832 METERS 25829     |
 JP0406| DD6191 LOCKE RM 2                           11.532 METERS 34956     |
 JP0406|---------------------------------------------------------------------|
 JP0406
 JP0406                          SUPERSEDED SURVEY CONTROL
 JP0406
 JP0406  NAD 83(1986)-  38 32 47.64409(N)    115 49 03.84418(W) AD(       ) 1
 JP0406  NAD 27      -  38 32 47.88900(N)    115 49 00.69800(W) AD(       ) 1
 JP0406  NGVD 29 (07/19/86) 1665.0    (m)         5463.     (f) VERT ANG       
 JP0406
 JP0406.Superseded values are not recommended for survey control.
 JP0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0406.See file dsdata.txt to determine how the superseded data were derived.
 JP0406
 JP0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC0302667123(NAD 83)
 JP0406_MARKER: DS = TRIANGULATION STATION DISK
 JP0406_SETTING: 66 = SET IN ROCK OUTCROP
 JP0406
 JP0406  HISTORY     - Date     Condition        Report By
 JP0406  HISTORY     - 1939     MONUMENTED       CGS
 JP0406  HISTORY     - 1963     GOOD             USGS
 JP0406  HISTORY     - 1967     GOOD             USGS
 JP0406  HISTORY     - 1968     GOOD             CGS
 JP0406  HISTORY     - 1969     GOOD             CGS
 JP0406
 JP0406                          STATION DESCRIPTION
 JP0406
 JP0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0406'STATION IS ON THE HIGHEST POINT OF THE HIGHEST OF A GROUP OF
 JP0406'BUTTES W OF LOCKES RANCH AND N OF U.S. HIGHWAY 6.  STATION CAN
 JP0406'BE SEEN FROM LOCKES RANCH, AND IT IS S 60 DEG W.
 JP0406'
 JP0406'STATION IS SET FLUSH WITH THE SURROUNDING ROCK AND IS STAMPED,
 JP0406'LOCKE 1939.  BAROMETRIC ELEVATION, 5,670 FEET.  ALL OBJECTS
 JP0406'SEEN FROM THE GROUND.
 JP0406'
 JP0406'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE SURROUNDING ROCK
 JP0406'ON ABOUT THE SAME LEVEL AS THE STATION, AND IS STAMPED LOCKE
 JP0406'1, 1939.  REFERENCE MARK NO. 2 IS SET FLUSH WITH THE SURROUNDING
 JP0406'ROCK AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE STATION.  IT
 JP0406'IS STAMPED, LOCKE 2 1939.
 JP0406'
 JP0406'AZIMUTH MARK IS 0.2 MILE ENE FROM LOCKES RANCH ON THE S SIDE
 JP0406'OF U.S. HIGHWAY 6, 40 FEET FROM THE CENTER LINE OF THE ROAD.
 JP0406'IT IS A STANDARD BENCH MARK DISK STAMPED, U-33, 1933, AND
 JP0406'IS SET IN A CONCRETE POST 10 INCHES SQUARE WHICH PROJECTS
 JP0406'10 INCHES ABOVE THE GROUND.
 JP0406'
 JP0406'TO REACH FROM LOCKES RANCH GO 1.5 MILES ON U.S. HIGHWAY
 JP0406'6 TOWARD TONOPAH (SW).  TURN RIGHT ON A DIM ROAD JUST SW FROM
 JP0406'U.S.C. AND G.S. BENCH MARK, V-33, 1933 AND IS N 87 DEG W.
 JP0406'FROM THIS POINT, AND FOLLOW THIS ROAD FOR
 JP0406'ABOUT 0.25 MILE.  DRIVE ACROSS COUNTRY TOWARD THE NE BASE OF THE
 JP0406'BUTTE AND UP THE RIDGE IN A SW DIRECTION TO THE SUMMIT AND
 JP0406'STATION.  THE ROAD DISTANCE FROM THE HIGHWAY TO THE STATION IS
 JP0406'1.2 MILES.
 JP0406'
 JP0406'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 JP0406
 JP0406                          STATION RECOVERY (1963)
 JP0406
 JP0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JP0406'RECOVERED AS DESCRIBED BY NGS IN 1939 IN DESCRIPTION LIST 38 115
 JP0406'4, STATION 1009.
 JP0406
 JP0406                          STATION RECOVERY (1967)
 JP0406
 JP0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JP0406'RECOVERED AS DESCRIBED BY NGS.
 JP0406
 JP0406                          STATION RECOVERY (1968)
 JP0406
 JP0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 JP0406'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 JP0406'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED
 JP0406'FOR DUE TO THE LACK OF OLD DATA.  BENCH MARK V 33 WAS USED FOR
 JP0406'THE AZIMUTH MARK.
 JP0406'
 JP0406'STATION IS LOCATED ON THE WEST SIDE OF RAILROAD VALLEY, 24 MILES
 JP0406'SOUTHWEST OF CURRANT, 0.6 MILE NORTH OF U. S. HIGHWAY 6 AND ON A
 JP0406'HIGH BUTTE JUST NORTH OF LOCKES RANCH.
 JP0406'
 JP0406'TO REACH FROM LOCKES RANCH WHICH IS ABOUT 22.0 MILES SOUTHWEST OF
 JP0406'CURRANT, GO SOUTHWEST ON U. S. HIGHWAY 6 FOR 1.6 MILES TO BM V 33
 JP0406'(AZIMUTH MARK) ON THE LEFT, CONTINUE ON THE HIGHWAY FOR 0.05
 JP0406'MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW THE TRACK
 JP0406'ROAD WESTERLY FOR 1.2 MILES TO THE TOP OF A BUTTE AND THE
 JP0406'STATION.
 JP0406'
 JP0406'STATION MARK IS A STANDARD DISK, STAMPED LOCKE 1939, CEMENTED IN
 JP0406'A DRILL HOLE IN THE TOP OF AN OUTCROP WHICH IS FLUSH WITH THE
 JP0406'GROUND SURFACE.  IT IS ABOUT 2 FEET LOWER THAN THE HIGHEST PART OF
 JP0406'THE HILL AND 29 FEET EAST OF THE WEST EDGE OF ROCK LEDGE.
 JP0406'
 JP0406'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOCKE NO 1 1939,
 JP0406'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP.  IT IS ABOUT 2
 JP0406'FEET HIGHER THAN THE STATION MARK AND 4 FEET EAST OF THE WEST EDGE
 JP0406'OF THE ROCK LEDGE.
 JP0406'
 JP0406'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOCKE NO 2 1939,
 JP0406'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP.  IT IS ABOUT
 JP0406'2 FEET LOWER THAN THE STATION AND 6 FEET NORTHEAST OF THE WEST EDGE
 JP0406'OF THE ROCK LEDGE.
 JP0406'
 JP0406'AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED V 33 1933,
 JP0406'SET IN THE TOP OF AN OUTCROP WHICH IS FLUSH ON THE SOUTH SIDE AND
 JP0406'PROJECTS ABOUT 2-1/2 FEET ON THE NORTH SIDE.  IT IS 56 FEET SOUTH
 JP0406'OF THE CENTER OF U. S. HIGHWAY 6.
 JP0406'
 JP0406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--24 MILES SOUTHWEST
 JP0406'OF CURRANT.
 JP0406'
 JP0406'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 FEET.
 JP0406
 JP0406                          STATION RECOVERY (1969)
 JP0406
 JP0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 JP0406'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 JP0406'AS DESCRIBED IN THE 1968 DESCRIPTION.  A DIFFERENCE IN DISTANCE TO
 JP0406'RM 2 WAS FOUND.  SEE NEW DISTANCE BELOW.
 JP0406'
 JP0406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--24 MILES
 JP0406'SOUTHWEST OF CURRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9214 ***********************************************************************
 DE9214  DESIGNATION -  LODGE
 DE9214  PID         -  DE9214
 DE9214  STATE/COUNTY-  NV/LINCOLN
 DE9214  USGS QUAD   -  PANACA SUMMIT (1972)
 DE9214
 DE9214                         *CURRENT SURVEY CONTROL
 DE9214  ___________________________________________________________________
 DE9214* NAD 83(1994)-  37 48 49.29981(N)    114 07 34.80889(W)     ADJUSTED  
 DE9214* NAVD 88     -      2364.1    (meters)    7756.     (feet)  VERTCON   
 DE9214  ___________________________________________________________________
 DE9214  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DE9214  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 DE9214
 DE9214  HORZ ORDER  -  THIRD
 DE9214
 DE9214.The horizontal coordinates were established by classical geodetic methods
 DE9214.and adjusted by the National Geodetic Survey in January 2003..
 DE9214
 DE9214.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE9214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE9214
 DE9214.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9214
 DE9214.The geoid height was determined by GEOID03.
 DE9214
 DE9214;                    North         East     Units Scale Factor Converg.
 DE9214;SPC NV E     - 8,340,926.905   328,285.390   MT  1.00010264   +0 53 36.2
 DE9214;SPC NV E     -27,365,191.02  1,077,049.65   sFT  1.00010264   +0 53 36.2
 DE9214;UTM  11      - 4,189,035.487   752,963.559   MT  1.00038823   +1 45 46.0
 DE9214
 DE9214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9214!SPC NV E     -   0.99963277  x   1.00010264  =   0.99973537
 DE9214!UTM  11      -   0.99963277  x   1.00038823  =   1.00002086
 DE9214
 DE9214                          SUPERSEDED SURVEY CONTROL
 DE9214
 DE9214  NGVD 29 (01/13/03) 2362.8    (m)         7752.     (f) VERT ANG       
 DE9214
 DE9214.Superseded values are not recommended for survey control.
 DE9214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9214.See file dsdata.txt to determine how the superseded data were derived.
 DE9214
 DE9214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB5296489035(NAD 83)
 DE9214_MARKER: DS = TRIANGULATION STATION DISK
 DE9214_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DE9214_STAMPING: LODGE 1972
 DE9214_MARK LOGO: USGS  
 DE9214_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9214+STABILITY: SURFACE MOTION
 DE9214
 DE9214  HISTORY     - Date     Condition        Report By
 DE9214  HISTORY     - 1972     MONUMENTED       USGS
 DE9214
 DE9214                          STATION DESCRIPTION
 DE9214
 DE9214'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DE9214'LOCATED 14.5 MI ENE OF PANACA, NEVADA,  12.8 MI SE OF URSINE, 4.2 MI W
 DE9214'OF THE NEVADA-UTAH STATE LINE, ON SUMMIT OF A SHARP TOP IN SEC 35 OF
 DE9214'UNSURVEYED T1S, R70E.  TO REACH FROM MODENA, UTAH, DRIVE W ALONG STATE
 DE9214'HIGHWAY 25 FOR 27.5 MI TO RD RIGHT, TAKE RIGHT FORK FOR 5.5 MI TO
 DE9214'Y-RD, TAKE RIGHT FORK FOR 1.3 MI TO RD FK, TAKE RIGHT FORK FOR 7.7 MI
 DE9214'TO X-RD, CONTINUE STRAIGHT AHEAD FOR 3.0 MI TO OLD CABIN ON RIGHT,
 DE9214'CONTINUE FOR 0.1 MI TO DIM Y- RD, TAKE LEFT FORK FOR 0.1 MI AND END OF
 DE9214'TRUCK TRAVEL, PACK E UP MAIN DRAIN PASSING FIRST MAINFORK TO RIGHT,
 DE9214'CONTINUE UP LEFT FORK, THENCE UP SIDE DRAINS SE TO TOP OF RIDGE,
 DE9214'THENCE ALONG MAIN RIDGE TO SHARP TOP AT SOUTH END AND STATION.  ABOUT
 DE9214'ONE AND ONE HALF HOUR PACK. HELICOPTER CAN LAND IMMEDIATELY S OF
 DE9214'STATION.  STATION MARK-- STANDARD TABLET STAMPED---LODGE 1972---SET IN
 DE9214'A ROCK OUTCROP FLUSH WITH GROUND.  REFERENCE MARK NO. 1--STANDARD
 DE9214'TABLET SET IN A ROCK OUTCROP, 2.5 FT LOWER THAN STATION MARK, 25.16 FT
 DE9214'FROM STATION MARK.  REFERENCE MARK NO. 2--STANDARD TABLET SET IN A
 DE9214'ROCK OUTCROP, 3.3 FT LOWER THAN STATION MARK, 13.98 FT FROM STATION
 DE9214'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0553 ***********************************************************************
 JQ0553  DESIGNATION -  LODI
 JQ0553  PID         -  JQ0553
 JQ0553  STATE/COUNTY-  NV/NYE
 JQ0553  USGS QUAD   -  DOWNEYVILLE (1988)
 JQ0553
 JQ0553                         *CURRENT SURVEY CONTROL
 JQ0553  ___________________________________________________________________
 JQ0553* NAD 83(1994)-  38 59 52.12356(N)    117 54 49.28818(W)     ADJUSTED  
 JQ0553* NAVD 88     -      1990.2    (meters)    6530.     (feet)  VERTCON   
 JQ0553  ___________________________________________________________________
 JQ0553  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 JQ0553  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 JQ0553
 JQ0553  HORZ ORDER  -  SECOND
 JQ0553
 JQ0553.The horizontal coordinates were established by classical geodetic methods
 JQ0553.and adjusted by the National Geodetic Survey in June 1998..
 JQ0553
 JQ0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0553
 JQ0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0553
 JQ0553.The geoid height was determined by GEOID03.
 JQ0553
 JQ0553;                    North         East     Units Scale Factor Converg.
 JQ0553;SPC NV C     - 6,472,095.424   391,980.434   MT  1.00004363   -0 47 05.3
 JQ0553;SPC NV C     -21,233,866.40  1,286,022.47   sFT  1.00004363   -0 47 05.3
 JQ0553;SPC NV W     - 4,471,568.937   858,004.957   MT  0.99994142   +0 25 17.1
 JQ0553;SPC NV W     -14,670,472.42  2,814,971.26   sFT  0.99994142   +0 25 17.1
 JQ0553;UTM  11      - 4,316,930.809   420,878.738   MT  0.99967708   -0 34 30.0
 JQ0553
 JQ0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0553!SPC NV C     -   0.99969155  x   1.00004363  =   0.99973516
 JQ0553!SPC NV W     -   0.99969155  x   0.99994142  =   0.99963299
 JQ0553!UTM  11      -   0.99969155  x   0.99967708  =   0.99936873
 JQ0553
 JQ0553|---------------------------------------------------------------------|
 JQ0553| PID    Reference Object                     Distance      Geod. Az  |
 JQ0553|                                                           dddmmss.s |
 JQ0553| DB2028 LODI RM 1                             8.636 METERS 13829     |
 JQ0553| DB2029 LODI RM 2                            10.138 METERS 29404     |
 JQ0553| DB2027 LODI AZ MK                                         3435619.2 |
 JQ0553|---------------------------------------------------------------------|
 JQ0553
 JQ0553                          SUPERSEDED SURVEY CONTROL
 JQ0553
 JQ0553  NAD 83(1992)-  38 59 52.14593(N)    117 54 49.25745(W) AD(       ) 2
 JQ0553  NAD 83(1986)-  38 59 52.13899(N)    117 54 49.28437(W) AD(       ) 2
 JQ0553  NAD 27      -  38 59 52.41300(N)    117 54 45.88400(W) AD(       ) 2
 JQ0553  NGVD 29 (07/19/86) 1989.1    (m)         6526.     (f) VERT ANG       
 JQ0553
 JQ0553.Superseded values are not recommended for survey control.
 JQ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0553.See file dsdata.txt to determine how the superseded data were derived.
 JQ0553
 JQ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD2087916931(NAD 83)
 JQ0553_MARKER: DS = TRIANGULATION STATION DISK
 JQ0553_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0553_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JQ0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0553+STABILITY: POSITION/ELEVATION WELL
 JQ0553
 JQ0553  HISTORY     - Date     Condition        Report By
 JQ0553  HISTORY     - 1954     MONUMENTED       USGS
 JQ0553  HISTORY     - 1969     GOOD             USGS
 JQ0553
 JQ0553                          STATION DESCRIPTION
 JQ0553
 JQ0553'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (LSB)
 JQ0553'THE STATION IS ABOUT 26 MILES SOUTH OF EASTGATE, 10 MILES NORTH
 JQ0553'OF GABBS AND 4 MILES EAST OF STATE HIGHWAY 23.  IT IS ON THE HIGHEST
 JQ0553'POINT OF A PROMINENT GROUP OF HILLS.
 JQ0553'
 JQ0553'TO REACH THE STATION FROM THE SERVICE STATION AT EASTGATE, GO
 JQ0553'WEST ON U.S. HIGHWAY 50 FOR 7.8 MILES TO THE JUNCTION OF STATE
 JQ0553'HIGHWAY 23 WITH U.S. HIGHWAY 50.  TURN LEFT ON STATE HIGHWAY 23
 JQ0553'AND GO 16.1 MILES TO A ROAD ON THE LEFT AND A SIGN BROKEN HILLS.
 JQ0553'TURN LEFT AND GO EAST 1.0 MILE TO A FORK.  TAKE THE RIGHT FORK
 JQ0553'AND GO 1.0 MILE TO A FORK AT THE SOUTH EDGE OF THE OLD TOWN OF
 JQ0553'BROKEN HILLS.  TURN LEFT ON THE MAIN TRAVELED ROAD AND GO EAST
 JQ0553'2.4 MILES TO A FORK JUST NORTH OF A MINE.  TAKE THE LEFT FORK
 JQ0553'AND GO 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND GO EAST
 JQ0553'2.1 MILES TO A DIM ROAD ON THE RIGHT AND A BENCH MARK ON THE
 JQ0553'LEFT.  TURN RIGHT AND FOLLOW THE DIM ROAD SOUTH 1.2 MILES TO A
 JQ0553'FORK.  TAKE THE RIGHT FORK AND GO IN A WESTERLY DIRECTION,
 JQ0553'KEEPING TO THE WASHES AND THE ROADS ON THE RIGHT, 2.0 MILES
 JQ0553'TO AN OLD MINE AND THE END OF TRUCK TRAVEL.  PACK SOUTHEAST
 JQ0553'OVER A LOW SADDLE, PASSING THE AZIMUTH MARK, AND DOWN INTO A
 JQ0553'CANYON.  CONTINUE SOUTHEAST UP THE CANYON AND UP THE RIDGE
 JQ0553'ON THE SOUTH SIDE TO THE HIGHEST POINT AND THE STATION.
 JQ0553'
 JQ0553'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 JQ0553'CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH WITH THE TOP
 JQ0553'OF THE PEAK.  IT IS STAMPED LODI 1944.
 JQ0553'
 JQ0553'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 JQ0553'MARK CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH WITH THE
 JQ0553'TOP OF THE PEAK.  IT IS STAMPED NO 1.
 JQ0553'
 JQ0553'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 JQ0553'BEDROCK AND IS FLUSH WITH THE TOP OF THE PEAK.  IT IS STAMPED
 JQ0553'LODI USGS NO 2 1954.
 JQ0553'
 JQ0553'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 JQ0553'IN OUTCROPPING BEDROCK THAT PROJECTS 10 INCHES ABOVE THE GROUND
 JQ0553'AND IS 2 FEET SQUARE.  IT IS STAMPED LODI USGS 1954.  THE MARK IS
 JQ0553'ABOUT 100 YARDS SOUTH OF THE OLD MINE, AT THE END OF TRUCK TRAVEL,
 JQ0553'IN A LOW SADDLE.  THE AZIMUTH MARK IS REACHED ON THE WAY TO THE
 JQ0553'STATION.
 JQ0553'
 JQ0553'A GOOD 4-WHEEL DRIVE TRUCK CAN BE DRIVEN ACROSS THE LOW SADDLE
 JQ0553'AND SOUTHEAST UP THE CANYON FOR A DISTANCE OF ABOUT 0.5 MILE.
 JQ0553'FROM THE OLD MINE IT IS A 2-1/2 HOUR PACK TO THE STATION.
 JQ0553
 JQ0553                          STATION RECOVERY (1969)
 JQ0553
 JQ0553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JQ0553'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38117-4, STATION 1002.
 JQ0553'
 JQ0553'LOCATED ABOUT 9 MI. N. OF GABBS POST OFFICE, ABOUT 4 MI. W. OF FORMER
 JQ0553'LOCATION OF LODI TANKS, ON SUMMIT OF PROMINENT GROUP OF HILLS.
 JQ0553'
 JQ0553'TO REACH FROM JUNCTION OF HWY. 50 AND 23 AT MIDDLEGATE, PROCEED S.
 JQ0553'ON HWY. 23 TOWARD GABBS FOR 26.3 MI. TO T-RD. (NE.), TURN LEFT THENCE
 JQ0553'2.2 MI. NE. ON GRADED RD. TO T-RD. (N.), TURN LEFT THENCE 2.2 MI. N.
 JQ0553'TO RD. FORK (E.), TURN RIGHT (E.) UP DRAIN FOR 0.6 MI. TO SMALL
 JQ0553'RIDGE, TURN LEFT (W.)(4-WHEEL DRIVE REQUIRED) CROSS-COUNTRY 0.4 MI.
 JQ0553'TO LOW SADDLE AND END OF TRUCK TRAVEL.  PACK W. UP RIDGE TO SUMMIT
 JQ0553'AND STATION.  A 15-MINUTE PACK.
 JQ0553'
 JQ0553'STATION MARK--STANDARD USGS TRIANGULATION TABLET STAMPED---LODI
 JQ0553'1944---, CEMENTED IN DRILL HOLE IN BEDROCK FLUSH WITH TOP OF PEAK.
 JQ0553'
 JQ0553'RM NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED---NO 1---,
 JQ0553'CEMENTED IN DRILL HOLE IN BEDROCK ABOUT 2.0 FT. LOWER THAN STATION
 JQ0553'MARK.
 JQ0553'
 JQ0553'RM NO. 2--STANDARD NGS REFERENCE MARK DISK STAMPED---USGS LODI 1954
 JQ0553'NO. 2---, CEMENTED IN DRILL HOLE IN BEDROCK ABOUT 3.0 FT. LOWER THAN
 JQ0553'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1543 ***********************************************************************
 KR1543  DESIGNATION -  LON
 KR1543  PID         -  KR1543
 KR1543  STATE/COUNTY-  NV/CHURCHILL
 KR1543  USGS QUAD   -  OCALA (1986)
 KR1543
 KR1543                         *CURRENT SURVEY CONTROL
 KR1543  ___________________________________________________________________
 KR1543* NAD 83(1994)-  39 59 56.84701(N)    118 40 09.89466(W)     ADJUSTED  
 KR1543* NAVD 88     -      1191.5    (meters)    3909.     (feet)  VERTCON   
 KR1543  ___________________________________________________________________
 KR1543  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 KR1543  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 KR1543
 KR1543  HORZ ORDER  -  SECOND
 KR1543
 KR1543.The horizontal coordinates were established by classical geodetic methods
 KR1543.and adjusted by the National Geodetic Survey in June 1998..
 KR1543
 KR1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1543
 KR1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1543
 KR1543.The geoid height was determined by GEOID03.
 KR1543
 KR1543;                    North         East     Units Scale Factor Converg.
 KR1543;SPC NV W     - 4,582,518.745   792,649.780   MT  0.99990066   -0 03 19.2
 KR1543;SPC NV W     -15,034,480.25  2,600,551.82   sFT  0.99990066   -0 03 19.2
 KR1543;UTM  11      - 4,428,994.675   357,493.855   MT  0.99985001   -1 04 23.7
 KR1543
 KR1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1543!SPC NV W     -   0.99981678  x   0.99990066  =   0.99971746
 KR1543!UTM  11      -   0.99981678  x   0.99985001  =   0.99966682
 KR1543
 KR1543|---------------------------------------------------------------------|
 KR1543| PID    Reference Object                     Distance      Geod. Az  |
 KR1543|                                                           dddmmss.s |
 KR1543| DB2033 LON RM 1                              6.847 METERS 00137     |
 KR1543| DB2034 LON RM 2                              5.636 METERS 09237     |
 KR1543| KR0399 BOUNDARY CTNY HUMBOLDT PERSHING     APPROX. 1.0 KM 2653445.3 |
 KR1543|---------------------------------------------------------------------|
 KR1543
 KR1543                          SUPERSEDED SURVEY CONTROL
 KR1543
 KR1543  NAD 83(1986)-  39 59 56.85390(N)    118 40 09.88904(W) AD(       ) 2
 KR1543  NAD 27      -  39 59 57.17600(N)    118 40 06.34260(W) AD(       ) 2
 KR1543  NGVD 29 (07/19/86) 1190.6    (m)         3906.     (f) VERT ANG       
 KR1543
 KR1543.Superseded values are not recommended for survey control.
 KR1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1543.See file dsdata.txt to determine how the superseded data were derived.
 KR1543
 KR1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE5749428995(NAD 83)
 KR1543_MARKER: DS = TRIANGULATION STATION DISK
 KR1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1543_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KR1543
 KR1543  HISTORY     - Date     Condition        Report By
 KR1543  HISTORY     - 1957     MONUMENTED       CGS
 KR1543
 KR1543                          STATION DESCRIPTION
 KR1543
 KR1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 KR1543'THE STATION IS ABOUT 1-1/4 MILE SSE FROM TOY, A STATION ON
 KR1543'THE SOUTHERN PACIFIC RAILROAD, ON THE CREST OF A LOW SAND RIDGE
 KR1543'ABOUT 200 YARDS WEST FROM THE EDGE OF THE LAKE BED OF TOULON
 KR1543'LAKE, AND 200 YARDS EAST FROM THE TELEPHONE LINE CROSSING THE
 KR1543'LAKE ON A LOW DIKE.  IT IS NEAR THE LINE OF THE BOUNDARY
 KR1543'BETWEEN PERSHING AND CHURCHILL COUNTY.
 KR1543'
 KR1543'REACHED FROM TOY (16 MILES SW OF LOVELOCK VIA U.S. HIGHWAY
 KR1543'40).  CROSSING THE RAILROAD TRACKS GO SOUTH FOR 0.1 MILE WHEN
 KR1543'TURN RIGHT AT EAST END OF SMALL CABINS TO FOLLOW ROAD ALONG
 KR1543'EAST SIDE OF TRACKS SOUTHERLY FOR 0.8 MILE, TAKE LEFT FORK
 KR1543'AT Y-FORKS OF ROAD SSE 0.6 MILE TO SOUTHWEST END OF DIKE WHERE
 KR1543'TELEPHONE LINE BEGINS CROSSING OF LAKE, THENCE CONTINUE ABOUT
 KR1543'200 YARDS AND ONTO THE CREST OF THE LOW SAND RIDGE NEAR EDGE
 KR1543'OF LAKE BED TO STATION.
 KR1543'
 KR1543'ALL MARKS ARE STANDARD DISKS IN CYLINDRICAL CONCRETE POSTS,
 KR1543'STAMPED LON 1957, WITH REFERENCE MARK FURTHER STAMPED NO 1
 KR1543'AND NO 2 RESPECTIVELY.  STATION MARK PROJECTS 6-INCHES ABOVE
 KR1543'GROUND, THE REFERENCE MARK PROJECTING 2-INCHES.  A WITNESS POST
 KR1543'IS 9-FEET SE FROM THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0494 ***********************************************************************
 KQ0494  DESIGNATION -  LONE
 KQ0494  PID         -  KQ0494
 KQ0494  STATE/COUNTY-  NV/EUREKA
 KQ0494  USGS QUAD   -  BARTINE RANCH (1986)
 KQ0494
 KQ0494                         *CURRENT SURVEY CONTROL
 KQ0494  ___________________________________________________________________
 KQ0494* NAD 83(1994)-  39 35 56.47174(N)    116 15 34.23790(W)     ADJUSTED  
 KQ0494* NAVD 88     -      2421.2    (meters)    7944.     (feet)  VERTCON   
 KQ0494  ___________________________________________________________________
 KQ0494  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 KQ0494  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 KQ0494
 KQ0494  HORZ ORDER  -  FIRST
 KQ0494
 KQ0494.The horizontal coordinates were established by classical geodetic methods
 KQ0494.and adjusted by the National Geodetic Survey in June 1998..
 KQ0494
 KQ0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0494
 KQ0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0494
 KQ0494.The geoid height was determined by GEOID03.
 KQ0494
 KQ0494;                    North         East     Units Scale Factor Converg.
 KQ0494;SPC NV E     - 8,538,314.181   141,927.853   MT  0.99994151   -0 25 51.7
 KQ0494;SPC NV E     -28,012,785.78    465,641.63   sFT  0.99994151   -0 25 51.7
 KQ0494;UTM  11      - 4,383,515.771   563,576.456   MT  0.99964976   +0 28 19.2
 KQ0494
 KQ0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0494!SPC NV E     -   0.99962358  x   0.99994151  =   0.99956511
 KQ0494!UTM  11      -   0.99962358  x   0.99964976  =   0.99927347
 KQ0494
 KQ0494|---------------------------------------------------------------------|
 KQ0494| PID    Reference Object                     Distance      Geod. Az  |
 KQ0494|                                                           dddmmss.s |
 KQ0494| AH8007 LONE RM 1                             4.980 METERS 01508     |
 KQ0494| DD6195 LONE AZ MK                                         1711358.7 |
 KQ0494| AH8008 LONE RM 2                             7.013 METERS 20610     |
 KQ0494|---------------------------------------------------------------------|
 KQ0494
 KQ0494                          SUPERSEDED SURVEY CONTROL
 KQ0494
 KQ0494  NAD 83(1986)-  39 35 56.46943(N)    116 15 34.23465(W) AD(       ) 1
 KQ0494  NAD 27      -  39 35 56.73800(N)    116 15 30.99300(W) AD(       ) 1
 KQ0494  NGVD 29 (07/19/86) 2419.9    (m)         7939.     (f) VERT ANG       
 KQ0494
 KQ0494.Superseded values are not recommended for survey control.
 KQ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0494.See file dsdata.txt to determine how the superseded data were derived.
 KQ0494
 KQ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND6357683516(NAD 83)
 KQ0494_MARKER: DD = SURVEY DISK
 KQ0494_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0494_PROJECTION: FLUSH
 KQ0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0494+STABILITY: POSITION/ELEVATION WELL
 KQ0494
 KQ0494  HISTORY     - Date     Condition        Report By
 KQ0494  HISTORY     - 1954     MONUMENTED       CGS
 KQ0494  HISTORY     - 1955     GOOD             USGS
 KQ0494
 KQ0494                          STATION DESCRIPTION
 KQ0494
 KQ0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0494'THE STATION IS LOCATED ON THE SUMMIT OF LONE MOUNTAIN.  IT IS
 KQ0494'ABOUT 17 MILES, AIR LINE, WEST-NORTHWEST OF EUREKA, ABOUT 4
 KQ0494'MILES, AIR LINE, NORTH OF U.S. HIGHWAY 50, AND ABOUT 1-1/2 MILES,
 KQ0494'AIR LINE, SOUTH OF THE LONE T MINE.
 KQ0494'
 KQ0494'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA GO NORTH
 KQ0494'AND WEST ON U.S. HIGHWAY 50 FOR 16.4 MILES TO A SIDE ROAD
 KQ0494'RIGHT.  TURN RIGHT, NORTHWEST, AND GO 0.7 MILE TO A FORK.  TAKE
 KQ0494'THE LEFT FORK AND GO 0.4 MILE TO A FORK.  TAKE THE LEFT FORK AND
 KQ0494'GO 1.2 MILES TO A FORK.  TAKE THE LEFT FORK, WEST, AND GO 0.1
 KQ0494'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON THE ROAD FOR
 KQ0494'0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 1.0 MILE TO A
 KQ0494'SANDY DRAW.  TURN RIGHT, NORTHEASTERLY, AND FOLLOW THE DRAW TO
 KQ0494'ITS END AND ON UP THE HILL SIDE AS FAR AS CAN BE DRIVEN, A
 KQ0494'TOTAL OF 0.5 MILE, TO THE END OF TRUCK TRAVEL.  FROM THE END
 KQ0494'OF TRUCK TRAVEL PACK NORTH UP THE STEEP SLOPE TO THE SUMMIT
 KQ0494'OF THE MOUNTAIN AND THE STATION.  THIS IS A 1/3 HOUR PACK.
 KQ0494'
 KQ0494'THE STATION IS A STANDARD DISK, STAMPED LONE 1954, SET IN A
 KQ0494'DRILL HOLE IN BEDROCK THAT PROJECTS 6 INCHES.
 KQ0494'
 KQ0494'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LONE NO 1 1954, SET
 KQ0494'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 FEET.  IT IS 1 FOOT
 KQ0494'WEST OF A 1-FOOT CAIRN, AND ABOUT 1 FOOT LOWER THAN THE
 KQ0494'STATION.
 KQ0494'
 KQ0494'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LONE NO 2 1954,
 KQ0494'SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 FEET.  IT IS
 KQ0494'15 INCHES LOWER THAN THE STATION.
 KQ0494'
 KQ0494'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LONE 1954, SET IN
 KQ0494'A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.  IT IS 8 FEET
 KQ0494'NORTH OF THE CENTER LINE OF THE ROAD, AND 4 FEET SOUTHWEST OF
 KQ0494'A WITNESS POST.
 KQ0494
 KQ0494                          STATION RECOVERY (1955)
 KQ0494
 KQ0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KQ0494'RECOVERED AS DESCRIBED BY NGS IN 1940 IN DESCRIPTION LIST 39 116 1,
 KQ0494'STATION 1009. RM OBSERVATIONS AGREE WITH NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0845 ***********************************************************************
 MT0845  DESIGNATION -  LONE
 MT0845  PID         -  MT0845
 MT0845  STATE/COUNTY-  NV/ELKO
 MT0845  USGS QUAD   -  REED STATION (1971)
 MT0845
 MT0845                         *CURRENT SURVEY CONTROL
 MT0845  ___________________________________________________________________
 MT0845* NAD 83(1994)-  41 07 35.15210(N)    115 58 34.78192(W)     ADJUSTED  
 MT0845* NAVD 88     -      2678.3    (meters)    8787.     (feet)  VERTCON   
 MT0845  ___________________________________________________________________
 MT0845  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 MT0845  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 MT0845
 MT0845  HORZ ORDER  -  FIRST
 MT0845
 MT0845.The horizontal coordinates were established by classical geodetic methods
 MT0845.and adjusted by the National Geodetic Survey in June 1998..
 MT0845
 MT0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0845
 MT0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0845
 MT0845.The geoid height was determined by GEOID03.
 MT0845
 MT0845;                    North         East     Units Scale Factor Converg.
 MT0845;SPC NV E     - 8,707,759.446   167,001.823   MT  0.99991340   -0 15 30.5
 MT0845;SPC NV E     -28,568,707.45    547,905.15   sFT  0.99991340   -0 15 30.5
 MT0845;UTM  11      - 4,553,297.180   585,928.261   MT  0.99969087   +0 40 24.0
 MT0845
 MT0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0845!SPC NV E     -   0.99958289  x   0.99991340  =   0.99949633
 MT0845!UTM  11      -   0.99958289  x   0.99969087  =   0.99927389
 MT0845
 MT0845|---------------------------------------------------------------------|
 MT0845| PID    Reference Object                     Distance      Geod. Az  |
 MT0845|                                                           dddmmss.s |
 MT0845| DD6193 LONE RM 1                             4.246 METERS 03822     |
 MT0845| LQ0749 AIRWAY BN 40 RENO TO SALT LAKE      APPROX.44.1 KM 1805017.6 |
 MT0845| DD6192 LONE AZ MK                                         1810259.8 |
 MT0845| DD6194 LONE RM 2                             8.909 METERS 24454     |
 MT0845|---------------------------------------------------------------------|
 MT0845
 MT0845                          SUPERSEDED SURVEY CONTROL
 MT0845
 MT0845  NAD 83(1986)-  41 07 35.15341(N)    115 58 34.77299(W) AD(       ) 1
 MT0845  NAD 27      -  41 07 35.46800(N)    115 58 31.48400(W) AD(       ) 1
 MT0845  NGVD 29 (07/19/86) 2677.0    (m)         8783.     (f) VERT ANG       
 MT0845
 MT0845.Superseded values are not recommended for survey control.
 MT0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0845.See file dsdata.txt to determine how the superseded data were derived.
 MT0845
 MT0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF8592853297(NAD 83)
 MT0845_MARKER: DS = TRIANGULATION STATION DISK
 MT0845_SETTING: 80 = SET IN A BOULDER
 MT0845_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MT0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0845
 MT0845  HISTORY     - Date     Condition        Report By
 MT0845  HISTORY     - 1940     MONUMENTED       CGS
 MT0845  HISTORY     - 1956     GOOD             CGS
 MT0845  HISTORY     - 1957     GOOD             USGS
 MT0845  HISTORY     - 1970     GOOD             USGS
 MT0845
 MT0845                          STATION DESCRIPTION
 MT0845
 MT0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0845'THIS STATION IS LOCATED ABOUT 30 MILES NNE OF CARLIN, 22-1/2
 MT0845'MILES NW OF ELKO, AND ABOUT 2 MILES NE OF THE RIP VAN WINKLE
 MT0845'MINE, ON THE HIGHEST POINT OF LONE MOUNTAIN, A ROUGH SAW-TOOTH
 MT0845'PEAK, THE HIGHEST IN THE VICINITY.
 MT0845'
 MT0845'THE STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 MT0845'HOLE IN A HUGE GRANITE BOULDER, ON THE EXTREME E EDGE OF THE
 MT0845'PEAK, AND 4 FEET LOWER THAN HIGHEST POINT.
 MT0845'
 MT0845'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD BRONZE DISKS
 MT0845'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.  THEY ARE IN
 MT0845'BARE LEDGE ROCK AND EASILY LOCATED.
 MT0845'
 MT0845'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 MT0845'HOLE IN BEDROCK, 1/2 MILE S IN SADDLE, IN MOST PROMINENT
 MT0845'ROCK PINNACLE.
 MT0845'
 MT0845'TO REACH FROM ELKO, GO W ON HIGHWAY 40, 0.9 MILE TO FORK, TURN
 MT0845'RIGHT, N, ON TUSCARORA ROAD 24.0 MILES TO FORK, TAKE LEFT
 MT0845'FORK 5.1 MILES TO FORK AND SIGN RIP VAN WINKLE MINE, TAKE LEFT
 MT0845'FORK AND FOLLOW MAIN GRADED ROAD 8.2 MILES TO THE RIP VAN
 MT0845'WINKLE MINE IN A NARROW CANYON, CONTINUE UP CANYON 0.6 MILE
 MT0845'TO WHERE CANYON FORKS, KEEP LEFT HAND CANYON AS FAR AS TRUCK
 MT0845'CAN BE DRIVEN, ABOUT 1/2 MILE.  STATION IS ON THE HIGHEST
 MT0845'POINT TO LEFT OF SADDLE AND DIRECTLY ABOVE A GAP IN THE TWO
 MT0845'MAIN BRUSH PATCHES, WHICH CAN BE SEEN ON THE HILLSIDE ABOVE.
 MT0845'PACK UP THE CANYON TO TOP OF BENCH, THENCE STRAIGHT UP THE
 MT0845'SLIDE ROCK BETWEEN THE TWO BRUSH PATCHES TO HIGHEST POINT AND
 MT0845'STATION.  (1-HOUR PACK).
 MT0845'
 MT0845'A FOUR-FOOT STAND USED.
 MT0845
 MT0845                          STATION RECOVERY (1956)
 MT0845
 MT0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MT0845'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 MT0845'AND WERE IN GOOD CONDITION.
 MT0845'
 MT0845'THE ROUTE TO THE STATION AS PER ORIGINAL DESCRIPTION IS ADEQUATE
 MT0845'WITH THE FOLLOWING EXCEPTIONS--THE HIGHWAY WHICH LEADS NORTH
 MT0845'OF ELKO FOR 24-1/2 MILES IS NOW STATE HIGHWAY NO. 11.  AT THE
 MT0845'TERMINUS OF THIS MILEAGE THE HIGHWAY TURNS LEFT, WEST, TOWARD
 MT0845'TUSCARORA.  THE SIGN RIP VAN WINKLE MINE MENTIONED IN THE
 MT0845'DESCRIPTION HAS BEEN TORN DOWN FROM THE POST.  ONLY THE POST
 MT0845'REMAINS NOW.  AT THE POINT WHERE THE CANYON FORKS, KEEP LEFT
 MT0845'HAND CANYON AND LEFT FORK, STAYING ON WEST SIDE OF A FENCE.
 MT0845'
 MT0845'A 5 FOOT STAND SHOULD BE USED TO OBSERVE LINES TO THE NORTH.
 MT0845'
 MT0845'THE STATION WAS NOT VISITED BY AN OBSERVING UNIT AT THIS TIME.
 MT0845
 MT0845                          STATION RECOVERY (1957)
 MT0845
 MT0845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MT0845'RECOVERED AS DESCRIBED BY NGS.
 MT0845
 MT0845                          STATION RECOVERY (1970)
 MT0845
 MT0845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MT0845'RECOVERED AS DESCRIBED BY NGS.  NEW TO REACH FOLLOWS.
 MT0845'
 MT0845'TO REACH FROM ELKO AT JCT. OF U.S. HWY. 40 AND STATE HWY. 51,
 MT0845'DRIVE 22.8 MI N. ON STATE HWY. 51 TO DIRT RD. W. 0.1 MI S. OF
 MT0845'WHITE PAINTED RANCH HOUSE AND OUT BUILDINGS ON HWY.  GO THROUGH
 MT0845'WIRE GATE FOLLOWING DIRT RD. 1.2 MI TO RD. FORK AT SOUTHWEST
 MT0845'CORNER OF LARGE RESERVOIR.  TAKE RIGHT FORK FOLLOWING
 MT0845'MAIN-TRAVELED RD. UP MASON CREEK 3.8 MI TO RD. FORK.  TAKE RIGHT
 MT0845'FORK 0.2 MI TO RD. FORK.  CONTINUE STRAIGHT AHEAD ON RIGHT FORK
 MT0845'0.5 MI TO RD. FORK.  TAKE RIGHT FORK 0.2 MI TO RD. FORK.  TAKE LEFT
 MT0845'FORK 0.4 MI TO RD. FORK.  TAKE RIGHT FORK 0.2 MI TO JCT. WITH JEEP
 MT0845'TRAIL IN SMALL DRAW.  FOLLOW JEEP TRAIL LEFT UP SIDE OF MOUNTAIN
 MT0845'1.1 MI TO SPRING AND SMALL WATER TANK AND END OF TRUCK TRAVEL.
 MT0845'HIKE UP DRAW ABOUT 0.5 MI TO TOP OF N.-S. RIDGE.  FOLLOW RIDGE N.
 MT0845'ABOUT 0.2 MI TO HIGH PEAK AND STATION.  A 1-HOUR PACK, BUT HIKING
 MT0845'IS EASIER ON EAST SLOPE THEN ON WEST SIDE OF MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0709 ***********************************************************************
 JP0709  DESIGNATION -  LONE
 JP0709  PID         -  JP0709
 JP0709  STATE/COUNTY-  NV/NYE
 JP0709  USGS QUAD   -  FOREST HOME (1990)
 JP0709
 JP0709                         *CURRENT SURVEY CONTROL
 JP0709  ___________________________________________________________________
 JP0709* NAD 83(1994)-  38 16 03.40061(N)    115 17 16.75485(W)     ADJUSTED  
 JP0709* NAVD 88     -      1862.1    (meters)    6109.     (feet)  VERTCON   
 JP0709  ___________________________________________________________________
 JP0709  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 JP0709  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 JP0709
 JP0709  HORZ ORDER  -  THIRD
 JP0709
 JP0709.The horizontal coordinates were established by classical geodetic methods
 JP0709.and adjusted by the National Geodetic Survey in June 1998..
 JP0709
 JP0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0709
 JP0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0709
 JP0709.The geoid height was determined by GEOID03.
 JP0709
 JP0709;                    North         East     Units Scale Factor Converg.
 JP0709;SPC NV C     - 6,391,204.290   620,642.095   MT  1.00007919   +0 51 14.3
 JP0709;SPC NV C     -20,968,476.07  2,036,223.27   sFT  1.00007919   +0 51 14.3
 JP0709;UTM  11      - 4,236,893.749   649,767.509   MT  0.99987624   +1 03 37.8
 JP0709
 JP0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0709!SPC NV C     -   0.99971157  x   1.00007919  =   0.99979073
 JP0709!UTM  11      -   0.99971157  x   0.99987624  =   0.99958784
 JP0709
 JP0709                          SUPERSEDED SURVEY CONTROL
 JP0709
 JP0709  NAD 83(1994)-  38 16 03.39783(N)    115 17 16.75785(W) AD(       ) 3
 JP0709  NAD 83(1986)-  38 16 03.39435(N)    115 17 16.76157(W) AD(       ) 3
 JP0709  NGVD 29 (01/04/94) 1861.0    (m)         6106.     (f) VERT ANG       
 JP0709
 JP0709.Superseded values are not recommended for survey control.
 JP0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0709.See file dsdata.txt to determine how the superseded data were derived.
 JP0709
 JP0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC4976836894(NAD 83)
 JP0709
 JP0709  HISTORY     - Date     Condition        Report By
 JP0709  HISTORY     - UNK      MONUMENTED
 JP0709  HISTORY     - 1963     GOOD             USGS
 JP0709  HISTORY     - 1970     GOOD             USGS
 JP0709
 JP0709                          STATION DESCRIPTION
 JP0709
 JP0709'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JP0709'RECOVERED AS DESCRIBED BY USFS IN 1961.  STATION REACHED BY
 JP0709'HELICOPTER.
 JP0709
 JP0709                          STATION RECOVERY (1970)
 JP0709
 JP0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JP0709'RECOVERED AS DESCRIBED BY USFS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0538 ***********************************************************************
 JQ0538  DESIGNATION -  LONE MOUNTAIN
 JQ0538  PID         -  JQ0538
 JQ0538  STATE/COUNTY-  NV/ESMERALDA
 JQ0538  USGS QUAD   -  LONE MOUNTAIN (1987)
 JQ0538
 JQ0538                         *CURRENT SURVEY CONTROL
 JQ0538  ___________________________________________________________________
 JQ0538* NAD 83(1994)-  38 01 27.59138(N)    117 29 39.88945(W)     ADJUSTED  
 JQ0538* NAVD 88     -      2777.3    (meters)    9112.     (feet)  VERTCON   
 JQ0538  ___________________________________________________________________
 JQ0538  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 JQ0538  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 JQ0538
 JQ0538  HORZ ORDER  -  FIRST
 JQ0538
 JQ0538.The horizontal coordinates were established by classical geodetic methods
 JQ0538.and adjusted by the National Geodetic Survey in June 1998..
 JQ0538
 JQ0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0538
 JQ0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0538
 JQ0538.The geoid height was determined by GEOID03.
 JQ0538
 JQ0538;                    North         East     Units Scale Factor Converg.
 JQ0538;SPC NV W     - 4,363,863.665   895,602.721   MT  1.00001253   +0 40 15.0
 JQ0538;SPC NV W     -14,317,109.37  2,938,323.26   sFT  1.00001253   +0 40 15.0
 JQ0538;SPC NV C     - 6,363,627.387   427,327.617   MT  0.99996502   -0 30 35.7
 JQ0538;SPC NV C     -20,878,000.85  1,401,990.69   sFT  0.99996502   -0 30 35.7
 JQ0538;UTM  11      - 4,208,629.926   456,606.010   MT  0.99962319   -0 18 16.4
 JQ0538
 JQ0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0538!SPC NV W     -   0.99956834  x   1.00001253  =   0.99958087
 JQ0538!SPC NV C     -   0.99956834  x   0.99996502  =   0.99953338
 JQ0538!UTM  11      -   0.99956834  x   0.99962319  =   0.99919169
 JQ0538
 JQ0538:                Primary Azimuth Mark                     Grid Az
 JQ0538:SPC NV W     -  LONE MOUNTAIN RM 3 AZIMUTH               055 48 54.8
 JQ0538:SPC NV C     -  LONE MOUNTAIN RM 3 AZIMUTH               056 59 45.5
 JQ0538:UTM  11      -  LONE MOUNTAIN RM 3 AZIMUTH               056 47 26.2
 JQ0538
 JQ0538|---------------------------------------------------------------------|
 JQ0538| PID    Reference Object                     Distance      Geod. Az  |
 JQ0538|                                                           dddmmss.s |
 JQ0538| DB2037 LONE MOUNTAIN RM 3 AZIMUTH                         0562909.8 |
 JQ0538| JQ0521 TONOPAH GENERAL VIOLET RAY TK       APPROX.23.1 KM 0760849.7 |
 JQ0538| JQ0524 TONOPAH COURTHOUSE                  APPROX.23.5 KM 0772911.3 |
 JQ0538| DB2035 LONE MOUNTAIN RM 1                   12.459 METERS 08856     |
 JQ0538| HQ0994 EMIGRANT PEAK                       APPROX.36.2 KM 2584801.6 |
 JQ0538| DB2036 LONE MOUNTAIN RM 2                    9.856 METERS 33238     |
 JQ0538|---------------------------------------------------------------------|
 JQ0538
 JQ0538                          SUPERSEDED SURVEY CONTROL
 JQ0538
 JQ0538  NAD 83(1986)-  38 01 27.58716(N)    117 29 39.89503(W) AD(       ) 1
 JQ0538  NAD 27      -  38 01 27.83300(N)    117 29 36.56500(W) AD(       ) 1
 JQ0538  NGVD 29 (03/11/99) 2776.1    (m)         9108.     (f) VERT ANG       
 JQ0538
 JQ0538.Superseded values are not recommended for survey control.
 JQ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0538.See file dsdata.txt to determine how the superseded data were derived.
 JQ0538
 JQ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC5660608630(NAD 83)
 JQ0538_MARKER: DS = TRIANGULATION STATION DISK
 JQ0538_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0538_PROJECTION: FLUSH
 JQ0538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0538+STABILITY: POSITION/ELEVATION WELL
 JQ0538
 JQ0538  HISTORY     - Date     Condition        Report By
 JQ0538  HISTORY     - 1880     MONUMENTED       CGS
 JQ0538  HISTORY     - 1902     GOOD             CGS
 JQ0538  HISTORY     - 1933     GOOD             CGS
 JQ0538  HISTORY     - 1950     GOOD             CGS
 JQ0538  HISTORY     - 1952     GOOD             CGS
 JQ0538  HISTORY     - 1962     GOOD             USGS
 JQ0538  HISTORY     - 1962     GOOD             USGS
 JQ0538
 JQ0538                          STATION DESCRIPTION
 JQ0538
 JQ0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1902
 JQ0538'ON THE SUMMIT OF LONE MOUNTAIN.  THE STATION IS MARKED BY A
 JQ0538'COPPER BOLT SET IN A DRILL HOLE IN A SOLID LEDGE OF SLATE.
 JQ0538'THE BOLT IS PROTECTED BY A HOLLOW MASONRY PIER BUILT AROUND
 JQ0538'IT.  THE STATION IS NEARLY SURROUNDED BY A RING WALL OF
 JQ0538'ROCKS ABOUT 4-1/2 METERS IN DIAMETER.  FOUR DRILL HOLES IN
 JQ0538'SOLID ROCK ARE OUTSIDE THE WALL AT THE FOLLOWING DISTANCES
 JQ0538'AND BEARINGS FROM THE STATION.  2.50 METERS, N 76 DEG 23 MIN W.
 JQ0538'2.79 METERS, N 08 DEG 16 MIN E.  4.20 METERS, N 46 DEG 52 MIN E.
 JQ0538'AND 6.58 METERS, S 09 DEG 45 MIN E.  THE VERTICAL CIRCLE
 JQ0538'STATION, NEARLY SURROUNDED BY A SMALL RING WALL OF ROCKS, IS
 JQ0538'21.67 METERS FROM THE STATION N 61 DEG 57 MIN E.
 JQ0538
 JQ0538                          STATION RECOVERY (1933)
 JQ0538
 JQ0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 JQ0538'STATION WAS FOUND AS DESCRIBED AND THE MARK IS IN VERY GOOD
 JQ0538'CONDITION.  THE TOP OF THE PIER HAS FALLEN DOWN, BUT THE
 JQ0538'BASE IS IN GOOD CONDITION.  ONLY ONE OF THE DRILL HOLES WAS
 JQ0538'FOUND, AND IS NO LONGER OF SERVICE AS THE ROCK IS NOT STABLE.
 JQ0538'
 JQ0538'REACHED AS FOLLOWS FROM TONOPAH--GO WEST ON HIGHWAY FOR
 JQ0538'1.2 MILES, TURN LEFT PASSING ALONG THE EAST SIDE GRAVEYARD,
 JQ0538'TURNING RIGHT AT THE SOUTHEAST CORNER OF THE GRAVEYARD, AND
 JQ0538'TAKING THE LEFT FORK JUST AFTER THE TURN, CONTINUE 0.4 MILE
 JQ0538'AND TAKE THE RIGHT FORK, GO 0.2 MILE AND TAKE LEFT FORK,
 JQ0538'THENCE 0.2 MILE AND TAKE RIGHT FORK, FOLLOW MAIN TRAVELLED
 JQ0538'ROAD 8.4 MILES, AT THIS POINT THE ROAD LEADS UP A STREAM BED.
 JQ0538'GO UP THE STREAM BED FOR 0.3 MILE TO A SHACK, TURN LEFT,
 JQ0538'GO 1.2 MILES TAKE THE RIGHT FORK, GO 1.1 MILES TO THE END
 JQ0538'OF TRUCK TRAVEL.  FOLLOW UP THE MAIN CANYON TO A SADDLE IN
 JQ0538'THE MAIN RIDGE OF THE MOUNTAIN, AT THE BEND OF THE
 JQ0538'HORSE-SHOE.  TURN LEFT ALONG THE RIDGE TO THE TOP OF MOUNTAIN
 JQ0538'AND STATION.  ABOUT 2-1/2 HOUR PACK FROM TRUCK.  STATION IS
 JQ0538'ON THE SOUTHWEST END OF THE NEARLY LEVEL RIDGE.
 JQ0538'
 JQ0538'TWO REFERENCE AND ONE AZIMUTH MARKS WERE ESTABLISHED, EACH
 JQ0538'CONSISTING OF A STANDARD BRONZE DISK SET IN OUTCROPPING
 JQ0538'BEDROCK.
 JQ0538
 JQ0538                          STATION RECOVERY (1950)
 JQ0538
 JQ0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RJS)
 JQ0538'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION AND
 JQ0538'AS DESCRIBED IN 1933 EXCEPT FOR A SLIGHT DIFFERENCE
 JQ0538'IN THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS NUMBER
 JQ0538'ONE AND TWO.  A NEW DESCRIPTION IS AS FOLLOWS.
 JQ0538'
 JQ0538'THE STATION IS LOCATED ON THE SOUTHWEST END OF THE SUMMIT OF
 JQ0538'WHAT IS LOCALLY KNOWN AS LONE MOUNTAIN.  IT IS LOCATED ABOUT
 JQ0538'26 MILES AIR LINE NORTH NORTHWEST OF GOLDFIELD, 22 MILES
 JQ0538'AIR LINE EAST OF COALDALE AND 15 MILES AIR LINE WEST OF
 JQ0538'TONOPAH.  THE MARK IS A COPPER BOLT SET IN A DRILL HOLE IN A
 JQ0538'SOLID LEDGE OF SLATE ABOUT 8 INCHES BELOW A SURROUNDING PIER.
 JQ0538'THE PIER IS TRIANGULAR IN SHAPE AND IS ABOUT 12 INCHES HIGH.
 JQ0538'IT HAS A SQUARE HOLE IN THE CENTER IN WHICH IS LOCATED THE
 JQ0538'STATION MARK.  THE STATION IS SURROUNDED BY A ROCK WALL
 JQ0538'4-1/2 METERS IN DIAMETER.
 JQ0538'
 JQ0538'REFERENCE MARK NUMBER 1 IS ABOUT 3 FEET LOWER THAN THE STATION.
 JQ0538'THE OUTCROPPING BEDROCK
 JQ0538'IN WHICH THE MARK IS SET PROJECTS 2 FEET ABOVE THE GROUND.
 JQ0538'THE MARK IS STAMPED LONE MTN. NO. 1 1933.
 JQ0538'
 JQ0538'REFERENCE MARK NUMBER 2 IS ABOUT 7 FEET LOWER THAN THE STATION.
 JQ0538'IHE OUTCROPPING BEDROCK IN
 JQ0538'WHICH THE MARK IS SET PROJECTS 2 FEET ABOVE THE GROUND.
 JQ0538'THE MARK IS STAMPED LONE MTN. NO. 2 1933.
 JQ0538'
 JQ0538'REFERENCE MARK NUMBER 3 (AZIMUTH MARK) IS LOCATED ON A POINT
 JQ0538'THAT IS ABOUT THE SAME ELEVATION AS THE STATION.  THE POINT IS AT
 JQ0538'THE EAST END OF THE STATION RIDGE.
 JQ0538'IHE OUTCROPPING BEDROCK IN WHICH THE MARK IS
 JQ0538'SET PROJECTS 10 INCHES ABOVE THE GROUND.  THE MARK IS STAMPED
 JQ0538'LONE MTN. NO. 3 1933.
 JQ0538'
 JQ0538'TO REACH FROM THE POST OFFICE IN TONOPAH, GO NORTHERLY ON
 JQ0538'U.S. HIGHWAY 95 FOR 0.3 MILE TO A STREET TO THE LEFT.  TURN
 JQ0538'LEFT AND GO 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 JQ0538'0.55 MILE ON THE MAIN TRAVELED ROAD TO A FORK.  TAKE THE
 JQ0538'LEFT FORK 0.35 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD
 JQ0538'FOR 1.2 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.2 MILE
 JQ0538'TO A FORK.  TAKE THE RIGHT FORK AND GO 2.25 MILES TO A FORK.
 JQ0538'TAKE THE RIGHT FORK AND GO 2.65 MILES TO A CROSSROAD.
 JQ0538'CONTINUE STRAIGHT AHEAD FOR 5.1 MILES TO A FORK.  TAKE THE
 JQ0538'RIGHT FORK AND GO 0.6 MILE TO A REVERSE Y.  CONTINUE
 JQ0538'STRAIGHT AHEAD FOR 0.05 MILE TO A FORK.  TAKE THE LEFT
 JQ0538'FORK AND GO 0.5 MILE TO THE END OF TRUCK TRAVEL.  PACK
 JQ0538'WESTERLY UP THE MAIN CANYON (AN OLD TRAIL VISIBLE IN PLACES)
 JQ0538'TO ITS END IN A SADDLE.  TURN LEFT AND PACK UP THE RIDGE
 JQ0538'TO THE SUMMIT AND THE STATION AS DESCRIBED ABOVE.  A 2 HOUR
 JQ0538'PACK.
 JQ0538
 JQ0538                          STATION RECOVERY (1952)
 JQ0538
 JQ0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JQ0538'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 JQ0538'TO BE IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK
 JQ0538'NUMBER 2 WAS SOMEWHAT LARGER THAN THE 1933 MEASUREMENT BUT
 JQ0538'CHECKED CLOSELY WITH THE 1950 MEASUREMENT.  A COMPLETE DESCRIPTION
 JQ0538'FOLLOWS--
 JQ0538'
 JQ0538'THE STATION IS LOCATED ON THE SOUTHWEST END OF THE SUMMIT
 JQ0538'OF LONE MOUNTAIN, ABOUT 26 MILES AIRLINE NORTH-NORTHWEST OF
 JQ0538'GOLDFIELD, ABOUT 22 MILES AIRLINE EAST OF COALDALE, AND
 JQ0538'ABOUT 15 MILES AIRLINE WEST OF TONOPAH.
 JQ0538'
 JQ0538'THE STATION MARK IS A COPPER BOLT CEMENTED IN A DRILL HOLE
 JQ0538'IN A SOLID LEDGE OF SLATE AND IS IN THE CENTER AND AT THE
 JQ0538'BOTTOM OF A SQUARE HOLE IN AN 8-INCH HIGH PIER THAT IS BUILT
 JQ0538'ON THE LEDGE.  A ROCK WALL 4-1/2 METERS IN DIAMETER SURROUNDS
 JQ0538'THE STATION.
 JQ0538'
 JQ0538'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED LONE
 JQ0538'MTN. NO. 1 1933 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 JQ0538'THAT PROJECTS 3 FEET ABOVE THE GROUND AND IS 3 FEET LOWER
 JQ0538'THAN THE STATION.
 JQ0538'
 JQ0538'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED LONE
 JQ0538'MTN. NO. 2 1933 CEMENTED IN A DRILL HOLE IN OUTCROPPING
 JQ0538'BEDROCK THAT PROJECTS 18 INCHES ABOVE THE GROUND AND IS
 JQ0538'8 FEET LOWER THAN THE STATION.
 JQ0538'
 JQ0538'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 JQ0538'LONE MTN. NO. 3 1933 CEMENTED IN A DRILL HOLE IN OUTCROPPING
 JQ0538'BEDROCK THAT PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS LOCATED
 JQ0538'ON THE TOP OF A POINT ON THE NORTHEAST END OF THE SUMMIT OF
 JQ0538'LONE MOUNTAIN AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 JQ0538'
 JQ0538'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH GO
 JQ0538'NORTH ON U.S. HIGHWAY 95 FOR 0.3 MILE TO A STREET ON THE
 JQ0538'LEFT.  TURN LEFT AND GO 0.3 MILE TO A FORK.  TURN LEFT AND
 JQ0538'GO 0.2 MILE TO A FORK.  KEEP STRAIGHT AHEAD, LEFT, AND GO
 JQ0538'0.2 MILE TO A FORK.  KEEP STRAIGHT AHEAD, RIGHT, AND GO 0.4
 JQ0538'MILE TO A FORK.  TURN RIGHT AND GO 0.4 MILE TO A CROSS ROAD.
 JQ0538'KEEP STRAIGHT AHEAD AND GO 0.2 MILE TO A FORK.  TURN LEFT
 JQ0538'AND GO 1.0 MILE TO A FORK.  TURN LEFT AND GO 0.2 MILE TO A
 JQ0538'FORK.  TURN RIGHT AND GO 2.3 MILES TO A FORK.  TURN RIGHT,
 JQ0538'CROSSING AN OLD RAILROAD BED, AND GO 2.8 MILES TO A CROSS
 JQ0538'ROAD.  KEEP STRAIGHT AHEAD AND GO 5.4 MILES TO A FORK.
 JQ0538'TURN RIGHT AND GO 1.1 MILES TO THE END OF THE ROAD.  PACK
 JQ0538'WEST UP THE MAIN CANYON TO A SMALL SADDLE IN A HIGH
 JQ0538'RIDGE.  GO WEST ACROSS A SLOPE TO A LARGE SADDLE, THEN
 JQ0538'WEST UP A RIDGE TO THE HIGHEST POINT AND THE STATION.
 JQ0538'THIS IS ABOUT A 2-1/2-HOUR PACK.
 JQ0538
 JQ0538                          STATION RECOVERY (1962)
 JQ0538
 JQ0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JQ0538'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38117-2, STATION 1003.
 JQ0538'STATION MARK--A COPPER BOLT CEMENTED IN A DRILL HOLE IN A SOLID LEDGE
 JQ0538'OF SLATE AND IS IN THE CENTER AND AT THE BOTTOM OF A SQUARE HOLE IN AN
 JQ0538'8-INCH HIGH PIER THAT IS BUILT ON THE LEDGE.
 JQ0538
 JQ0538                          STATION RECOVERY (1962)
 JQ0538
 JQ0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JQ0538'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38117-2, STATION 1003.
 JQ0538'STATION MARK--A COPPER BOLT CEMENTED IN A DRILL HOLE IN A SOLID LEDGE
 JQ0538'OF SLATE AND IS IN THE CENTER AND AT THE BOTTOM OF A SQUARE HOLE IN AN
 JQ0538'8-INCH HIGH PIER THAT IS BUILT ON THE LEDGE.  A ROCK WALL 4-1/2 METERS
 JQ0538'IN DIAMETER SURROUNDS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1778 ***********************************************************************
 KR1778  DESIGNATION -  LONE TREE
 KR1778  PID         -  KR1778
 KR1778  STATE/COUNTY-  NV/WASHOE
 KR1778  USGS QUAD   -  VERDI (1982)
 KR1778
 KR1778                         *CURRENT SURVEY CONTROL
 KR1778  ___________________________________________________________________
 KR1778* NAD 83(1994)-  39 34 42.04741(N)    119 56 26.94372(W)     ADJUSTED  
 KR1778* NAVD 88     -                                                        
 KR1778  ___________________________________________________________________
 KR1778  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 KR1778  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 KR1778
 KR1778  HORZ ORDER  -  THIRD
 KR1778
 KR1778.The horizontal coordinates were established by classical geodetic methods
 KR1778.and adjusted by the National Geodetic Survey in June 1998..
 KR1778
 KR1778
 KR1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1778
 KR1778.The geoid height was determined by GEOID03.
 KR1778
 KR1778;                    North         East     Units Scale Factor Converg.
 KR1778;SPC NV W     - 4,536,680.988   683,378.911   MT  1.00006740   -0 51 54.0
 KR1778;SPC NV W     -14,884,094.21  2,242,052.31   sFT  1.00006740   -0 51 54.0
 KR1778;SPC CA 2     -   714,215.033 2,176,894.617   MT  0.99995173   +1 17 53.7
 KR1778;SPC CA 2     - 2,343,220.49  7,142,028.42   sFT  0.99995173   +1 17 53.7
 KR1778;UTM  11      - 4,385,091.548   247,414.414   MT  1.00038556   -1 52 28.9
 KR1778;UTM  10      - 4,385,431.070   762,753.669   MT  1.00045009   +1 57 00.8
 KR1778
 KR1778                          SUPERSEDED SURVEY CONTROL
 KR1778
 KR1778  NAD 83(1992)-  39 34 42.05327(N)    119 56 26.94253(W) AD(       ) 4
 KR1778  NAD 83(1986)-  39 34 42.04779(N)    119 56 26.94195(W) AD(       ) 4
 KR1778  NAD 27      -  39 34 42.37000(N)    119 56 23.24000(W) AD(       ) 3
 KR1778
 KR1778.Superseded values are not recommended for survey control.
 KR1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1778.See file dsdata.txt to determine how the superseded data were derived.
 KR1778
 KR1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4741485092(NAD 83)
 KR1778
 KR1778  HISTORY     - Date     Condition        Report By
 KR1778  HISTORY     - 1872     MONUMENTED       CGS
 KR1778
 KR1778                          STATION DESCRIPTION
 KR1778
 KR1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (GD)
 KR1778'A PROMINENT LONE TREE ON THE PEAVINE RIDGE ABOUT 5 MILES IN A
 KR1778'NORTHEASTERLY DIRECTION FROM VERDI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1486 ***********************************************************************
 KR1486  DESIGNATION -  LONEROCK
 KR1486  PID         -  KR1486
 KR1486  STATE/COUNTY-  NV/CHURCHILL
 KR1486  USGS QUAD   -  LONE ROCK (1980)
 KR1486
 KR1486                         *CURRENT SURVEY CONTROL
 KR1486  ___________________________________________________________________
 KR1486* NAD 83(1994)-  39 52 39.27775(N)    118 20 50.79289(W)     ADJUSTED  
 KR1486* NAVD 88     -      1231.8    (meters)    4041.     (feet)  VERT ANG  
 KR1486  ___________________________________________________________________
 KR1486  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 KR1486  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 KR1486
 KR1486  HORZ ORDER  -  FIRST
 KR1486
 KR1486.The horizontal coordinates were established by classical geodetic methods
 KR1486.and adjusted by the National Geodetic Survey in June 1998..
 KR1486
 KR1486.The orthometric height was determined by vertical angle observations.
 KR1486
 KR1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1486
 KR1486.The geoid height was determined by GEOID03.
 KR1486
 KR1486;                    North         East     Units Scale Factor Converg.
 KR1486;SPC NV W     - 4,569,047.392   820,177.550   MT  0.99990501   +0 09 04.5
 KR1486;SPC NV W     -14,990,282.99  2,690,865.85   sFT  0.99990501   +0 09 04.5
 KR1486;UTM  11      - 4,415,038.394   384,775.666   MT  0.99976345   -0 51 50.4
 KR1486
 KR1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1486!SPC NV W     -   0.99981046  x   0.99990501  =   0.99971549
 KR1486!UTM  11      -   0.99981046  x   0.99976345  =   0.99957396
 KR1486
 KR1486:                Primary Azimuth Mark                     Grid Az
 KR1486:SPC NV W     -  AIRWAY BCN 28 ESE LOVELOCK               032 37 52.3
 KR1486:UTM  11      -  AIRWAY BCN 28 ESE LOVELOCK               033 38 47.2
 KR1486
 KR1486|---------------------------------------------------------------------|
 KR1486| PID    Reference Object                     Distance      Geod. Az  |
 KR1486|                                                           dddmmss.s |
 KR1486| LS0572 AIRWAY BCN 28 ESE LOVELOCK          APPROX.26.1 KM 0324656.8 |
 KR1486| DB2039 LONEROCK RM 1                        10.445 METERS 18541     |
 KR1486| KR1556 SAN FRAN SALT LAKE AWY BCN 24       APPROX.44.2 KM 2605155.0 |
 KR1486| DB2040 LONEROCK RM 2                        10.030 METERS 27603     |
 KR1486| KR1542 MIRIAM                              APPROX.36.4 KM 2915737.3 |
 KR1486| DB2038 LONEROCK AZ MK                                     3064100.1 |
 KR1486|---------------------------------------------------------------------|
 KR1486
 KR1486                          SUPERSEDED SURVEY CONTROL
 KR1486
 KR1486  NAD 83(1986)-  39 52 39.28390(N)    118 20 50.78353(W) AD(       ) 1
 KR1486  NAD 27      -  39 52 39.59500(N)    118 20 47.28000(W) AD(       ) 1
 KR1486
 KR1486.Superseded values are not recommended for survey control.
 KR1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1486.See file dsdata.txt to determine how the superseded data were derived.
 KR1486
 KR1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE8477615038(NAD 83)
 KR1486_MARKER: DS = TRIANGULATION STATION DISK
 KR1486_SETTING: 66 = SET IN ROCK OUTCROP
 KR1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1486
 KR1486  HISTORY     - Date     Condition        Report By
 KR1486  HISTORY     - 1935     MONUMENTED       CGS
 KR1486  HISTORY     - 1935     GOOD             CGS
 KR1486
 KR1486                          STATION DESCRIPTION
 KR1486
 KR1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 KR1486'STATION IS LOCATED ON A SMALL BUT VERY PROMINENT BUTTE THAT
 KR1486'RISES FROM THE FLOOR OF CARSON SINK NEAR THE NE CENTRAL PART.
 KR1486'IT IS 35 MILES NE OF FALLON, 23 MILES SE OF LOVELOCK AND 7 MILES
 KR1486'W OF THE EDGE OF STILLWATER RANGE ON THE E SIDE OF THE SINK.
 KR1486'THE BUTTE IS THE ONLY POINT THAT RISES ABOVE THE SINK FLOOR.
 KR1486'
 KR1486'THE STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 KR1486'HOLE IN OUTCROPPING BEDROCK.  REFERENCE
 KR1486'AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING
 KR1486'BEDROCK.
 KR1486'
 KR1486'REACHED FROM STILLWATER AS FOLLOWS--GO E FROM THE STORE AND POST
 KR1486'OFFICE FOR 0.5 MILE.  TAKE LEFT FORK, GO NE 0.7 MILE, TAKE THE
 KR1486'LEFT FORK AT A U.S.G.S. BENCH MARK AND FOLLOW THE MAIN GRADED ROAD
 KR1486'N AND NE FOR 16.0 MILES TO DESERT WELL.  CONTINUE 1 MILE, TURN
 KR1486'LEFT ACROSS COUNTRY TO THE SINK.  DRIVE N ALONG THE SINK 15
 KR1486'MILES TO THE BUTTE.  THE SINK CAN BE DRIVEN ACROSS IN ANY
 KR1486'DIRECTION DURING DRY WEATHER BUT IS IMPASSABLE WHEN WET.
 KR1486'
 KR1486'AZIMUTH MARK IS 1/2 MILE NW OF A PROMINENT LONE ROCK OUTCROP.
 KR1486
 KR1486                          STATION RECOVERY (1935)
 KR1486
 KR1486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KR1486'STATION MARK--A STANDARD BRONZE DISK WEDGED IN DRILL HOLE IN
 KR1486'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1485 ***********************************************************************
 KR1485  DESIGNATION -  LONEROCK 2
 KR1485  PID         -  KR1485
 KR1485  STATE/COUNTY-  NV/CHURCHILL
 KR1485  USGS QUAD   -  LONE ROCK (1980)
 KR1485
 KR1485                         *CURRENT SURVEY CONTROL
 KR1485  ___________________________________________________________________
 KR1485* NAD 83(1994)-  39 52 39.15587(N)    118 20 50.80246(W)     ADJUSTED  
 KR1485* NAVD 88     -      1232.0    (meters)    4042.     (feet)  VERTCON   
 KR1485  ___________________________________________________________________
 KR1485  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 KR1485  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 KR1485
 KR1485  HORZ ORDER  -  SECOND
 KR1485
 KR1485.The horizontal coordinates were established by classical geodetic methods
 KR1485.and adjusted by the National Geodetic Survey in June 1998..
 KR1485
 KR1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1485
 KR1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1485
 KR1485.The geoid height was determined by GEOID03.
 KR1485
 KR1485;                    North         East     Units Scale Factor Converg.
 KR1485;SPC NV W     - 4,569,043.633   820,177.332   MT  0.99990501   +0 09 04.5
 KR1485;SPC NV W     -14,990,270.65  2,690,865.13   sFT  0.99990501   +0 09 04.5
 KR1485;UTM  11      - 4,415,034.640   384,775.382   MT  0.99976345   -0 51 50.4
 KR1485
 KR1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1485!SPC NV W     -   0.99981044  x   0.99990501  =   0.99971546
 KR1485!UTM  11      -   0.99981044  x   0.99976345  =   0.99957393
 KR1485
 KR1485|---------------------------------------------------------------------|
 KR1485| PID    Reference Object                     Distance      Geod. Az  |
 KR1485|                                                           dddmmss.s |
 KR1485| DB2042 LONEROCK 2 RM 2                       9.260 METERS 17445     |
 KR1485| DB2038 LONEROCK AZ MK                                     3064919.6 |
 KR1485| DB2041 LONEROCK 2 RM 1                       5.958 METERS 35034     |
 KR1485|---------------------------------------------------------------------|
 KR1485
 KR1485                          SUPERSEDED SURVEY CONTROL
 KR1485
 KR1485  NAD 83(1986)-  39 52 39.16258(N)    118 20 50.79643(W) AD(       ) 2
 KR1485  NAD 27      -  39 52 39.47010(N)    118 20 47.28300(W) AD(       ) 2
 KR1485  NGVD 29 (07/19/86) 1231.1    (m)         4039.     (f) VERT ANG       
 KR1485
 KR1485.Superseded values are not recommended for survey control.
 KR1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1485.See file dsdata.txt to determine how the superseded data were derived.
 KR1485
 KR1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE8477515035(NAD 83)
 KR1485_MARKER: DS = TRIANGULATION STATION DISK
 KR1485_SETTING: 66 = SET IN ROCK OUTCROP
 KR1485_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 KR1485
 KR1485  HISTORY     - Date     Condition        Report By
 KR1485  HISTORY     - 1958     MONUMENTED       CGS
 KR1485  HISTORY     - 1965     SEE DESCRIPTION  USGS
 KR1485  HISTORY     - 1966     SEE DESCRIPTION  CGS
 KR1485  HISTORY     - 1969     SEE DESCRIPTION  USGS
 KR1485
 KR1485                          STATION DESCRIPTION
 KR1485
 KR1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 KR1485'THE STATION IS LOCATED ON A SMALL BUT VERY PROMINENT BUTTE THAT
 KR1485'RISES FROM THE FLOOR OF CARSON SINK NEAR THE NORTHEAST CENTRAL
 KR1485'PART.  IT IS ABOUT 35 MILES NORTHEAST OF FALLON, ABOUT 23 MILES
 KR1485'SOUTHEAST OF LOVELOCK AND ABOUT 7 MILES WEST OF THE NEAREST POINT
 KR1485'OF THE STILLWATER RANGE ON THE EAST SIDE OF THE SINK.  THE BUTTE
 KR1485'IS THE ONLY POINT THAT RISES ABOVE THE FLOOR OF THE SINK.
 KR1485'
 KR1485'TO REACH THE STATION FROM THE POST OFFICE IN LOVELOCK GO EAST ON
 KR1485'MAIN STREET FOR 0.25 MILE TO AMHURST STREET.  TURN RIGHT AND GO
 KR1485'ON AMHURST STREET FOR 7.3 MILES TO THE END OF THE PAVEMENT.
 KR1485'CONTINUE STRAIGHT 1.0 MILE TO A T-INTERSECTION.  TURN LEFT AND
 KR1485'GO EAST 0.5 MILE TO A POINT WHERE THE ROAD TURNS RIGHT ACROSS AN
 KR1485'IRRIGATION DITCH.  TURN RIGHT AND GO SOUTHEASTERLY 1.45 MILES TO
 KR1485'A FORK.  TAKE THE RIGHT FORK AND GO SOUTHEASTERLY ON THE MAIN
 KR1485'ROAD, OVER THE PASS FROM HUMBOLDT SINK INTO CARSON SINK, FOR
 KR1485'4.45 MILES TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, EASTERLY,
 KR1485'AND GO 2.05 MILES TO A FORK.  TAKE THE RIGHT FORK, ON MAIN
 KR1485'TRACK ROAD ACROSS THE SINK HEADING STRAIGHT FOR THE BUTTE,
 KR1485'FOR 5.65 MILES TO A SIDEROAD RIGHT LEADING THROUGH SOME OLD
 KR1485'BOMBING AND ARTILLERY TARGETS.  AT THIS POINT THE BOULDER IN
 KR1485'WHICH THE AZIMUTH MARK IS SET IS VISIBLE.  IT IS LOCATED 0.5 MILE
 KR1485'SOUTH OF THE ROAD TO THE STATION, AT THE END OF THE
 KR1485'SIDEROAD RIGHT.  CONTINUE ON EAST 0.35 MILE TO A FORK.  TAKE
 KR1485'THE LEFT FORK AND GO EAST 0.3 MILE TO THE END OF TRUCK
 KR1485'TRAVEL AT SOME SAND DUNES.  AT THIS POINT PACK EAST ABOUT
 KR1485'150 YARDS TO THE HIGHEST POINT OF THE BUTTE AND THE STATION.
 KR1485'(NOTE--THIS BUTTE HAS BEEN USED FOR A BOMBING AND ARTILLERY
 KR1485'TARGET AND THERE ARE A LARGE NUMBER OF UNEXPLODED SHELLS
 KR1485'AND BOMBS LYING ABOUT.  THEREFORE, IT IS NOT CONSIDERED
 KR1485'ADVISABLE TO ATTEMPT TO DRIVE BEYOND THIS POINT.)
 KR1485'
 KR1485'THE STATION MARK IS A STANDARD DISK STAMPED LONEROCK 2 1958
 KR1485'CEMENTED IN A DEPRESSION IN THE BEDROCK OF THE TOP OF THE BUTTE.
 KR1485'IT IS ABOUT 30 FEET SOUTH OF THE NORTH END OF THE SHARP RIDGE
 KR1485'THAT COMPRISES THE TOP OF THE BUTTE, AND IS ABOUT 6 INCHES LOWER
 KR1485'THAN THE ROCK IMMEDIATELY SURROUNDING THE DISK.
 KR1485'
 KR1485'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED LONEROCK 2
 KR1485'NO 1 1958 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND
 KR1485'PROJECTS 6 INCHES.  IT IS ON THE EASTERN SLOPE OF A VERY SMALL
 KR1485'SADDLE ON THE NORTHWEST END OF THE BUTTE, AND IS ABOUT 3 FEET
 KR1485'LOWER IN ELEVATION THAN THE STATION.
 KR1485'
 KR1485'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED LONEROCK 2
 KR1485'NO 2 1958 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK IN A VERY
 KR1485'NARROW PORTION OF THE BACKBONE OF THE RIDGE, AND PROJECTS 10
 KR1485'INCHES.  IT IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 KR1485'
 KR1485'AZIMUTH MARK IS A STANDARD DISK STAMPED LONE ROCK 1935 CEMENTED
 KR1485'IN A DRILL HOLE IN A LARGE LONE BOULDER, AND PROJECTS ABOUT 2-1/2
 KR1485'FEET ABOVE THE FLOOR OF THE SINK.  IT IS ABOUT 0.5 MILE SOUTH
 KR1485'OF THE ROAD LEADING TO THE STATION AND ABOUT 0.2 MILE
 KR1485'SOUTH-SOUTHEAST OF SOME OLD BOMBING AND ARTILLERY TARGETS.  IT IS IN
 KR1485'THE ONLY BOULDER VISIBLE ANYWHERE IN THE VICINITY.
 KR1485
 KR1485                          STATION RECOVERY (1965)
 KR1485
 KR1485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KR1485'STATION AND REFERENCE MARKS HAVE BEEN DESTROYED.
 KR1485'
 KR1485'THE BUTTE ON WHICH THE STATION WAS LOCATED IS USED AS A NAVY
 KR1485'BOMBING AND ROCKET TARGET.  THE STATION SITE WAS VISITED BY
 KR1485'HELICOPTER, WHICH THOROUGHLY INSPECTED THE SURFACE OF THE ENTIRE
 KR1485'BUTTE FROM A HOVERING HEIGHT OF 3 TO 5 FEET.  THE AERIAL
 KR1485'BOMBARDMENTS HAVE OBLITERATED ANY SIGN OF THE STATION MARK,
 KR1485'REFERENCE MARK 1, AND REFERENCE MARK 2.
 KR1485'
 KR1485'BECAUSE OF CONTINUING NAVAL BOMBARDMENT IN THIS VICINITY, AND
 KR1485'ALSO BECAUSE OF THE NUMEROUS UNEXPLODED BOMBS LYING AROUND, IT IS
 KR1485'STRONGLY RECOMMENDED THAT FUTURE FIELD PARTIES AVOID VISITING
 KR1485'THIS STATION SITE.
 KR1485
 KR1485                          STATION RECOVERY (1966)
 KR1485
 KR1485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KR1485'THE STATION HAS BEEN DESTROYED BY BOMBING.  THE AZIMUTH MARK WAS
 KR1485'RECOVERED AND FOUND IN GOOD CONDITION.  LONEROCK 3 WAS ESTABLISHED
 KR1485'IN THE NEAR VICINITY AT THIS TIME.
 KR1485'
 KR1485'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--23 MILES
 KR1485'SOUTHEAST OF LOVELOCK
 KR1485
 KR1485                          STATION RECOVERY (1969)
 KR1485
 KR1485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (BAR)
 KR1485'STATION MARK AND BOTH REFERENCE MARKS HAVE BEEN DESTROYED BY
 KR1485'NAVAL BOMBING.  THE AZIMUTH MARK IS STILL IN GOOD CONDITION.
 KR1485'
 KR1485'STATION LOCATED ON A SMALL BUT VERY PROMINENT BUTTE THAT RISES
 KR1485'FROM THE FLOOR OF CARSON SINK NEAR THE NE CENTRAL PART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1487 ***********************************************************************
 KR1487  DESIGNATION -  LONEROCK 3
 KR1487  PID         -  KR1487
 KR1487  STATE/COUNTY-  NV/CHURCHILL
 KR1487  USGS QUAD   -  LONE ROCK (1980)
 KR1487
 KR1487                         *CURRENT SURVEY CONTROL
 KR1487  ___________________________________________________________________
 KR1487* NAD 83(1994)-  39 52 39.17079(N)    118 20 50.81592(W)     ADJUSTED  
 KR1487* NAVD 88     -      1232.7    (meters)    4044.     (feet)  VERTCON   
 KR1487  ___________________________________________________________________
 KR1487  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 KR1487  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 KR1487
 KR1487  HORZ ORDER  -  FIRST
 KR1487
 KR1487.The horizontal coordinates were established by classical geodetic methods
 KR1487.and adjusted by the National Geodetic Survey in June 1998..
 KR1487
 KR1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1487
 KR1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1487
 KR1487.The geoid height was determined by GEOID03.
 KR1487
 KR1487;                    North         East     Units Scale Factor Converg.
 KR1487;SPC NV W     - 4,569,044.092   820,177.011   MT  0.99990501   +0 09 04.5
 KR1487;SPC NV W     -14,990,272.16  2,690,864.08   sFT  0.99990501   +0 09 04.5
 KR1487;UTM  11      - 4,415,035.105   384,775.069   MT  0.99976345   -0 51 50.4
 KR1487
 KR1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1487!SPC NV W     -   0.99981033  x   0.99990501  =   0.99971535
 KR1487!UTM  11      -   0.99981033  x   0.99976345  =   0.99957382
 KR1487
 KR1487:                Primary Azimuth Mark                     Grid Az
 KR1487:SPC NV W     -  LONEROCK AZ MK                           306 39 38.2
 KR1487:UTM  11      -  LONEROCK AZ MK                           307 40 33.1
 KR1487
 KR1487|---------------------------------------------------------------------|
 KR1487| PID    Reference Object                     Distance      Geod. Az  |
 KR1487|                                                           dddmmss.s |
 KR1487| DB2043 LONEROCK AZ MK                                     3064842.7 |
 KR1487|---------------------------------------------------------------------|
 KR1487
 KR1487                          SUPERSEDED SURVEY CONTROL
 KR1487
 KR1487  NAD 83(1986)-  39 52 39.17768(N)    118 20 50.80935(W) AD(       ) 1
 KR1487  NAD 27      -  39 52 39.48855(N)    118 20 47.30598(W) AD(       ) 1
 KR1487  NGVD 29 (07/19/86) 1231.8    (m)         4041.     (f) VERT ANG       
 KR1487
 KR1487.Superseded values are not recommended for survey control.
 KR1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1487.See file dsdata.txt to determine how the superseded data were derived.
 KR1487
 KR1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE8477515035(NAD 83)
 KR1487_MARKER: DS = TRIANGULATION STATION DISK
 KR1487_SETTING: 66 = SET IN ROCK OUTCROP
 KR1487
 KR1487  HISTORY     - Date     Condition        Report By
 KR1487  HISTORY     - 1966     MONUMENTED       CGS
 KR1487
 KR1487                          STATION DESCRIPTION
 KR1487
 KR1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KR1487'THE STATION IS LOCATED ON THE TOP OF A PROMINENT LONE BUTTE WHICH
 KR1487'RISES FROM THE FLOOR OF THE CARSON SINK.  IT IS 35 MILES AIRLINE
 KR1487'NORTHEAST OF FALLON, 23 MILES SOUTHEAST OF LOVELOCK AND 9 MILES
 KR1487'SOUTH OF THE CHURCHILL-PERSHING COUNTY LINE.
 KR1487'
 KR1487'TO REACH THE STATION FROM THE POST OFFICE IN LOVELOCK GO EAST
 KR1487'ALONG MAIN STREET FOR 0.25 MILE TO AMHURST STREET.  TURN RIGHT
 KR1487'AND GO SOUTH FOR 4.9 MILES TO A CROSSROAD.  CONTINUE AHEAD FOR 3.5
 KR1487'MILES TO A T-INTERSECTION.  TURN LEFT ALONG A GOOD GRAVELED ROAD
 KR1487'FOR 0.45 MILE A RIGHT TURN AT AN IRRIGATION DITCH.  TURN RIGHT
 KR1487'AND GO SOUTH FOR 1.45 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 KR1487'FOLLOW THE MAIN ROAD LEADING OVER A PASS FOR 4.55 MILES TO A
 KR1487'CROSSROAD, CONTINUE AHEAD EAST FOR 2.05 MILES TO A FORK.  TAKE
 KR1487'THE RIGHT FORK LEADING ACROSS THE SINK FOR 5.65 MILES TO A
 KR1487'FORK.  THE AZIMUTH MARK IS 0.4 MILE WEST OF THIS POINT IN
 KR1487'A BOULDER.  CONTINUE AHEAD FOR ABOUT 0.4 MILE TO THE BASE OF THE
 KR1487'HILL AND THE END OF TRUCK TRAVEL.  PACK TO THE TOP AND THE
 KR1487'STATION.
 KR1487'
 KR1487'NOTE, THE STATION HILL IS THE TARGET FOR A BOMBING RANGE AND THE
 KR1487'AREA AROUND THE STATION HILL CONTAINS DUD BOMBS, ROCKETS ETC.
 KR1487'
 KR1487'THE STATION MARK IS A STANDARD DISK STAMPED LONEROCK 3 1966.  IT
 KR1487'IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH IS THE
 KR1487'HIGHEST PART OF THE HILL.
 KR1487'
 KR1487'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LONE ROCK 1935.  IT
 KR1487'IS SET IN A DRILL HOLE IN A LONE BOULDER WHICH PROJECTS ABOUT 4
 KR1487'FEET.
 KR1487'
 KR1487'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1093 ***********************************************************************
 JR1093  DESIGNATION -  LONG
 JR1093  PID         -  JR1093
 JR1093  STATE/COUNTY-  NV/MINERAL
 JR1093  USGS QUAD   -  DOME HILL (1989)
 JR1093
 JR1093                         *CURRENT SURVEY CONTROL
 JR1093  ___________________________________________________________________
 JR1093* NAD 83(1994)-  38 22 22.17289(N)    119 02 46.59627(W)     ADJUSTED  
 JR1093* NAVD 88     -      2464.2    (meters)    8085.     (feet)  VERTCON   
 JR1093  ___________________________________________________________________
 JR1093  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 JR1093  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 JR1093
 JR1093  HORZ ORDER  -  THIRD
 JR1093
 JR1093.The horizontal coordinates were established by classical geodetic methods
 JR1093.and adjusted by the National Geodetic Survey in June 1998..
 JR1093
 JR1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1093
 JR1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1093
 JR1093.The geoid height was determined by GEOID03.
 JR1093
 JR1093;                    North         East     Units Scale Factor Converg.
 JR1093;SPC NV W     - 4,402,084.602   759,549.202   MT  0.99992014   -0 17 14.6
 JR1093;SPC NV W     -14,442,505.90  2,491,954.34   sFT  0.99992014   -0 17 14.6
 JR1093;SPC CA 3     -   708,841.395 2,127,028.325   MT  0.99998798   +0 53 24.1
 JR1093;SPC CA 3     - 2,325,590.48  6,978,425.43   sFT  0.99998798   +0 53 24.1
 JR1093;UTM  11      - 4,249,164.135   321,246.924   MT  0.99999352   -1 16 14.2
 JR1093
 JR1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1093!SPC NV W     -   0.99961735  x   0.99992014  =   0.99953752
 JR1093!SPC CA 3     -   0.99961735  x   0.99998798  =   0.99960533
 JR1093!UTM  11      -   0.99961735  x   0.99999352  =   0.99961087
 JR1093
 JR1093|---------------------------------------------------------------------|
 JR1093| PID    Reference Object                     Distance      Geod. Az  |
 JR1093|                                                           dddmmss.s |
 JR1093| CS8840 LONG RM 1                            15.240 METERS 04026     |
 JR1093| CS8841 LONG RM 2                             5.014 METERS 11743     |
 JR1093| JR1009 VON SCHMIDT 281 MI POST             APPROX.10.8 KM 1470753.8 |
 JR1093| JR1094 VON SCHMIDT 278 MI POST             APPROX. 6.2 KM 1591945.2 |
 JR1093| JR1097 T 38 ECCENTRIC                      APPROX. 3.1 KM 2111650.1 |
 JR1093|---------------------------------------------------------------------|
 JR1093
 JR1093                          SUPERSEDED SURVEY CONTROL
 JR1093
 JR1093  NAD 83(1992)-  38 22 22.17222(N)    119 02 46.59656(W) AD(       ) 3
 JR1093  NAD 83(1986)-  38 22 22.16238(N)    119 02 46.59222(W) AD(       ) 3
 JR1093  NAD 27      -  38 22 22.44800(N)    119 02 43.01900(W) AD(       ) 3
 JR1093  NGVD 29 (03/15/94) 2462.8    (m)         8080.     (f) VERT ANG       
 JR1093
 JR1093.Superseded values are not recommended for survey control.
 JR1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1093.See file dsdata.txt to determine how the superseded data were derived.
 JR1093
 JR1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC2124749164(NAD 83)
 JR1093_MARKER: Z = SEE DESCRIPTION
 JR1093_SETTING: 0 = UNSPECIFIED SETTING
 JR1093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1093
 JR1093  HISTORY     - Date     Condition        Report By
 JR1093  HISTORY     - 1894     MONUMENTED       CGS
 JR1093  HISTORY     - 1940     SEE DESCRIPTION  USFS
 JR1093  HISTORY     - 1957     GOOD             USGS
 JR1093
 JR1093                          STATION DESCRIPTION
 JR1093
 JR1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (CHS)
 JR1093'STATION IS ON THE EASTERN EXTREMITY OF A PROMINENT LONG
 JR1093'RIDGE NEARLY LEVEL ON TOP, WHICH FORMS PART OF THE MAIN DIVIDE
 JR1093'BETWEEN THE WEST WALKER RIVER AND BODIE CREEK WATERSHEDS.
 JR1093'
 JR1093'THE SIDES OF THE RIDGE ARE COVERED WITH PINE-NUT TIMBER AND
 JR1093'THE SUMMIT IS ROCKY, THE ROCK BEING OF BASALTIC FORMATION
 JR1093'AND PROJECTING SOMETIMES 10 OR 15 FEET ABOVE THE GENERAL
 JR1093'SURFACE.
 JR1093'
 JR1093'STATION IS MARKED BY A HOLE DRILLED IN THE SOLID ROCK.  A
 JR1093'POLE 5 INCHES IN DIAMETER WAS ERECTED OVER THIS AND A STONE
 JR1093'CAIRN WAS BUILT AROUND SAME.  GROUND AT STATION IS COVERED
 JR1093'WITH NUT-PINE TIMBER.
 JR1093'
 JR1093'STATION IS REACHED FROM GREGORYS RANCH BY FOLLOWING CHENISE
 JR1093'PACK TRAIL UP ROUGH CREEK CANYON 2 MILES AND OVER RIDGES
 JR1093'AND RAVINES TO FOOT OF RIDGE, THENCE UP RIDGE TO N 2 MILES
 JR1093'TO STATION, THE LAST MILE BEING EXCEEDINGLY ROUGH AND ROCKY.
 JR1093
 JR1093                          STATION RECOVERY (1940)
 JR1093
 JR1093'RECOVERY NOTE BY US FOREST SERVICE 1940
 JR1093'PRESENT CONDITION OF MARK IS GOOD.
 JR1093
 JR1093                          STATION RECOVERY (1957)
 JR1093
 JR1093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JR1093'RECOVERED AS DESCRIBED BY NGS.  NEW TO REACH FOLLOWS.
 JR1093'
 JR1093'TO REACH FROM MONO COUNTY COURTHOUSE IN BRIDGEPORT, CA, DRIVE 0.3
 JR1093'MI E. ON U.S. HWY. 395 TO JCT. WITH STATE HWY. 96A.  TURN LEFT
 JR1093'14.2 MI N. ON STATE HWY. 96A TO CA-NV STATE LINE, CONTINUE PAST
 JR1093'STATE LINE (NV STATE HWY. 22) 3.1 MI TO RD. FORKS AND SIGN
 JR1093'HAWTHORNE 38.  TURN RIGHT 2.2 MI E. ON RD. TO HAWTHORNE TO T-RD.
 JR1093'FORK AND SITE OF SONOMA STAGE STATION, CONTINUE STRAIGHT AHEAD 10
 JR1093'MI TO T-RD. FORKS.  TURN RIGHT 4.3 MI S. TO T-RD. FORKS, KEEP
 JR1093'STRAIGHT AHEAD 1.3 MI TO RD. FORKS.  TURN RIGHT 0.7 MI TO END OF
 JR1093'RD.  HIKE N. TO TOP OF SPUR RIDGE THEN W. ALONG SPUR RIDGE TO TOP
 JR1093'OF MAIN DIVIDE AND STATION.  ABOUT A 1-1/4 HOUR PACK.
 JR1093'
 JR1093'STATION MARK--DRILL HOLE IN SOLID ROCK.
 JR1093'
 JR1093'RM 1--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE IN PINON TREE.
 JR1093'
 JR1093'RM 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE IN PINON TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0618 ***********************************************************************
 LS0618  DESIGNATION -  LONG
 LS0618  PID         -  LS0618
 LS0618  STATE/COUNTY-  NV/PERSHING
 LS0618  USGS QUAD   -  SAWTOOTH KNOB (1981)
 LS0618
 LS0618                         *CURRENT SURVEY CONTROL
 LS0618  ___________________________________________________________________
 LS0618* NAD 83(1994)-  40 49 21.37414(N)    118 30 41.50623(W)     ADJUSTED  
 LS0618* NAVD 88     -      1924.6    (meters)    6314.     (feet)  VERTCON   
 LS0618  ___________________________________________________________________
 LS0618  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 LS0618  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 LS0618
 LS0618  HORZ ORDER  -  FIRST
 LS0618
 LS0618.The horizontal coordinates were established by classical geodetic methods
 LS0618.and adjusted by the National Geodetic Survey in June 1998..
 LS0618
 LS0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0618
 LS0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0618
 LS0618.The geoid height was determined by GEOID03.
 LS0618
 LS0618;                    North         East     Units Scale Factor Converg.
 LS0618;SPC NV W     - 4,673,949.818   806,056.791   MT  0.99990045   +0 02 49.0
 LS0618;SPC NV W     -15,334,450.36  2,644,537.99   sFT  0.99990045   +0 02 49.0
 LS0618;UTM  11      - 4,520,163.974   372,535.655   MT  0.99979998   -0 59 17.7
 LS0618
 LS0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0618!SPC NV W     -   0.99970153  x   0.99990045  =   0.99960201
 LS0618!UTM  11      -   0.99970153  x   0.99979998  =   0.99950157
 LS0618
 LS0618:                Primary Azimuth Mark                     Grid Az
 LS0618:SPC NV W     -  JUNGO RAILROAD WATER TANK                046 42 54.1
 LS0618:UTM  11      -  JUNGO RAILROAD WATER TANK                047 45 00.8
 LS0618
 LS0618|---------------------------------------------------------------------|
 LS0618| PID    Reference Object                     Distance      Geod. Az  |
 LS0618|                                                           dddmmss.s |
 LS0618| LS0564 JUNGO RAILROAD WATER TANK           APPROX.15.2 KM 0464543.1 |
 LS0618| DB8133 LONG RM 1                             5.731 METERS 11839     |
 LS0618| DB8134 LONG RM 2                            28.228 METERS 19637     |
 LS0618| DB8132 LONG AZ MK                                         3094955.3 |
 LS0618| LS0617 SAWTOOTH KNOB CAIRN                 APPROX. 5.1 KM 3285908.1 |
 LS0618| LS0619 LONG CAIRN                            2.650 METERS 35058     |
 LS0618|---------------------------------------------------------------------|
 LS0618
 LS0618                          SUPERSEDED SURVEY CONTROL
 LS0618
 LS0618  NAD 83(1986)-  40 49 21.38199(N)    118 30 41.50317(W) AD(       ) 1
 LS0618  NAD 27      -  40 49 21.73300(N)    118 30 37.94300(W) AD(       ) 1
 LS0618  NGVD 29 (07/19/86) 1923.5    (m)         6311.     (f) VERT ANG       
 LS0618
 LS0618.Superseded values are not recommended for survey control.
 LS0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0618.See file dsdata.txt to determine how the superseded data were derived.
 LS0618
 LS0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF7253620164(NAD 83)
 LS0618_MARKER: DS = TRIANGULATION STATION DISK
 LS0618_SETTING: 66 = SET IN ROCK OUTCROP
 LS0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0618
 LS0618  HISTORY     - Date     Condition        Report By
 LS0618  HISTORY     - 1935     MONUMENTED       CGS
 LS0618  HISTORY     - 1935     GOOD             CGS
 LS0618  HISTORY     - 1940     GOOD             CGS
 LS0618  HISTORY     - 1958     GOOD             CGS
 LS0618
 LS0618                          STATION DESCRIPTION
 LS0618
 LS0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 LS0618'STATION IS ON THE N END OF THE MAIN ANTELOPE RANGE, THE HIGHEST
 LS0618'POINT IN THE VICINITY.  IT IS ON THE HIGHEST POINT ON THE
 LS0618'DIVIDE BETWEEN LONG CANYON AND BOX CANYON AND IS ABOUT 3 MILES
 LS0618'SE OF SAWTOOTH PEAK, A PROMINENT CRAG IN THE VICINITY OF THE
 LS0618'ORE-NEVA MINING COMPANY.  THE STATION IS ABOUT 12 MILES ESE
 LS0618'OF SULPHUR AND 5 MILES S OF THE SULPHUR-WINNEMUCCA HIGHWAY.
 LS0618'
 LS0618'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LS0618'IN OUTCROPPING BEDROCK.  REFERENCE AND
 LS0618'AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 LS0618'
 LS0618'REACHED FROM SULPHUR AS FOLLOWS--CROSS TRACKS AT THE STOCK
 LS0618'PENS AND GO E ON THE GRADED ROAD ALONG THE W SIDE OF THE TRACKS,
 LS0618'FOLLOW THE GRADE FOR 3.6 MILES, CONTINUE ON THE MAIN ROAD FOR
 LS0618'1.8 MILES, TAKE THE RIGHT FORK OVER THE HILL, GO 0.8 MILE,
 LS0618'TAKE LEFT FORK, GO 0.5 MILE, TAKE LEFT FORK, GO 3.9 MILES TO
 LS0618'A FORK AND TRIPOD SIGN.  TURN RIGHT AND GO SE 1.0 MILE TO THE
 LS0618'ORE-NEVA MINING COMPANY.  AT THE MINE TURN LEFT ON A DIM ROAD
 LS0618'THAT ENTERS A CANYON.  GO UP THE CANYON 1.8 MILES, TAKE RIGHT
 LS0618'FORK, GO 0.7 MILE, TAKE LEFT FORK, GO 0.6 MILE, TURN LEFT
 LS0618'ACROSS THE WASH AND DRIVE NE UP THE STEEP SLOPES 2.3 MILES
 LS0618'TO THE HIGHEST POINT AND THE STATION.  THE LAST 2.3 MILES IS
 LS0618'CROSS COUNTRY AND VERY HARD GOING.
 LS0618'
 LS0618'THE AZIMUTH MARK IS 1/4 MILE NW IN ROCK OUTCROP ON THE HIGH
 LS0618'POINT.  RAILROAD TANK AT RAILROAD STATION JUNGO IS ALSO A
 LS0618'GOOD AZIMUTH.
 LS0618
 LS0618                          STATION RECOVERY (1935)
 LS0618
 LS0618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 LS0618'ALL MARKS IN GOOD CONDITION.
 LS0618'
 LS0618'STATION MARK--A STANDARD DISK STAMPED---LONG 1935---CEMENTED IN A
 LS0618'DRILL HOLE IN OUTCROPPING BEDROCK.
 LS0618
 LS0618                          STATION RECOVERY (1940)
 LS0618
 LS0618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LS0618'ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LS0618'
 LS0618'STATION IS LOCATED ABOUT 22 MILES NW OF IMLAY, 12 MILES ESE
 LS0618'OF SULPHUR, 9 MILES SW OF JUNGO, AND ABOUT 3 MILES SE OF
 LS0618'SAWTOOTH PEAK WHICH IS A PROMINENT CRAG NEAR THE ORE-NEVA
 LS0618'MINING COMPANY ON THE N END OF THE ANTELOPE RANGE ON THE
 LS0618'HIGHEST POINT OF THE DIVIDE BETWEEN LONG CANYON AND BOX CANYON.
 LS0618'
 LS0618'ROADS HAVE CHANGED AND THE FOLLOWING ROUTE IS NOW USED.
 LS0618'
 LS0618'STATION IS REACHED FROM SULPHUR BY GOING E ON THE JUNGO ROAD
 LS0618'11.8 MILES TO A BLADED ROAD S AT ORE-NEVA SIGN.  THIS POINT
 LS0618'IS 2.3 MILES E OF STATION GOLD BEE.  TURN RIGHT (S) 0.95 MILE
 LS0618'TO ORE-NEVA MINE BUILDINGS ON RIGHT, KEEP LEFT ON ROAD UP
 LS0618'CANYON 1.9 MILES.  THENCE RIGHT FORK 0.25 MILE TO MINE SHACK
 LS0618'AND SMALL SPRING.  CONTINUE UP DRAW 0.35 MILE TO FORK.  THENCE
 LS0618'LEFT FORK 0.1 MILE, THENCE LEFT FORK AGAIN UP MAIN, LEFT-HAND
 LS0618'CANYON 0.6 MILE, AT THIS POINT LEAVE ROAD AND TURN LEFT UP
 LS0618'SAGE-COVERED RIDGE AND FOLLOW HIGHEST RIDGES EASTERLY 2.3
 LS0618'MILES TO THIRD HIGH POINT AND STATION.
 LS0618
 LS0618                          STATION RECOVERY (1958)
 LS0618
 LS0618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0618'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 LS0618'THE ROADS HAVE CHANGED SO A NEW TO REACH IS BEING USED.
 LS0618'
 LS0618'STATION IS LOCATED, AIRLINE, ABOUT 22 MILES NORTHWEST OF IMLAY,
 LS0618'12 MILES EAST-SOUTHEAST OF SULPHUR, 9 MILES SOUTHWEST OF
 LS0618'JUNGO, ON THE NORTH END OF THE ANTELOPE RANGE AND ON THE
 LS0618'HIGHEST POINT OF THE DIVIDE BETWEEN LONG CANYON AND BOX CANYON.
 LS0618'
 LS0618'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD DEPOT IN
 LS0618'IMLAY, GO EASTERLY FOR 0.3 MILE TO U.S. HIGHWAY 40.  TURN RIGHT
 LS0618'AND GO SOUTHWEST ON THE HIGHWAY FOR 1.0 MILE TO THE JUNGO
 LS0618'ROAD JUNCTION.  TURN RIGHT ON THE JUNGO ROAD AND GO NORTHWEST
 LS0618'FOR 0.4 MILE TO A FORK JUST AFTER CROSSING THE RAILROAD TRACKS.
 LS0618'TAKE THE LEFT FORK, NORTHWEST, AND GO 12.3 MILES TO A CROSSROAD.
 LS0618'TURN RIGHT, NORTH-NORTHWEST, AND GO 7.1 MILES TO A CROSSROAD,
 LS0618'CONTINUE FOR 0.2 MILE TO ANOTHER CROSSROAD.  CONTINUE
 LS0618'NORTH-NORTHWEST FOR 1.2 MILES TO A TRACK ROAD ON THE LEFT.  TURN
 LS0618'LEFT ON THE TRACK ROAD AND GO 1.9 MILES TO A DIM TRACK
 LS0618'CROSSROAD.  TURN LEFT, WEST, AND GO 0.8 MILE TO A REVERSE
 LS0618'Y FORK.  CONTINUE STRAIGHT AHEAD, WEST AND SOUTHWEST, UP
 LS0618'LONG CANYON FOR 3.0 MILES TO A SIDE ROAD ON THE RIGHT.
 LS0618'TURN RIGHT, WEST, AND GO 0.6 MILE TO A TRACK SIDE ROAD ON
 LS0618'THE LEFT.  TURN LEFT, WEST, AND GO 1.1 MILES.  AT THIS
 LS0618'POINT THE STATION HILL IS THE HIGHEST POINT ON THE
 LS0618'RIGHT.  TURN RIGHT, CROSS COUNTRY, AND GO 1.2 MILES TO THE
 LS0618'BASE OF THE HILL.  CONTINUE WEST AND NORTH UP THE RIDGE FOR
 LS0618'0.5 MILE TO THE HIGHEST POINT AND THE STATION.  THE GROUND IS
 LS0618'LOOSE AND SANDY ON THE RIDGE AND A FOUR WHEEL DRIVE TRUCK
 LS0618'IS ADVISABLE.
 LS0618'
 LS0618'STATION MARK, STAMPED LONG 1935, IS A STANDARD DISK CEMENTED
 LS0618'IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 12 INCHES IN
 LS0618'DIAMETER AND FLUSH WITH THE GROUND.
 LS0618'
 LS0618'REFERENCE MARK NUMBER 1, STAMPED LONG NO 1 1935, IS A STANDARD
 LS0618'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT
 LS0618'12 INCHES IN DIAMETER, PROJECTING 4 INCHES AND IS ABOUT 12
 LS0618'INCHES LOWER THAN THE STATION.
 LS0618'
 LS0618'REFERENCE MARK NUMBER 2, STAMPED LONG NO 2 1935, IS A STANDARD
 LS0618'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH
 LS0618'WITH THE GROUND AND AT THE SAME ELEVATION AS THE STATION.
 LS0618'
 LS0618'AZIMUTH MARK, STAMPED LONG 1935, IS A STANDARD DISK CEMENTED
 LS0618'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 LS0618'TO REACH FROM THE STATION, GO NORTHWEST FOR 0.25 MILE TO THE
 LS0618'NEXT HIGHEST POINT AND THE AZIMUTH MARK ABOUT 40 FEET NORTH
 LS0618'OF THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0390 ***********************************************************************
 MV0390  DESIGNATION -  LONG
 MV0390  PID         -  MV0390
 MV0390  STATE/COUNTY-  NV/WASHOE
 MV0390  USGS QUAD   -  MOSQUITO VALLEY (1966)
 MV0390
 MV0390                         *CURRENT SURVEY CONTROL
 MV0390  ___________________________________________________________________
 MV0390* NAD 83(1994)-  41 45 21.31170(N)    119 46 48.72834(W)     ADJUSTED  
 MV0390* NAVD 88     -      1759.98   (+/-2cm)    5774.2    (feet)  VERTCON   
 MV0390  ___________________________________________________________________
 MV0390  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 MV0390  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 MV0390
 MV0390  HORZ ORDER  -  THIRD
 MV0390  VERT ORDER  -  THIRD ? (See Below)
 MV0390
 MV0390.The horizontal coordinates were established by classical geodetic methods
 MV0390.and adjusted by the National Geodetic Survey in June 1998..
 MV0390
 MV0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0390.The vertical order pertains to the NGVD 29 superseded value.
 MV0390
 MV0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0390
 MV0390.The geoid height was determined by GEOID03.
 MV0390
 MV0390;                    North         East     Units Scale Factor Converg.
 MV0390;SPC NV W     - 4,778,282.943   700,469.575   MT  1.00002187   -0 47 49.7
 MV0390;SPC NV W     -15,676,749.96  2,298,123.93   sFT  1.00002187   -0 47 49.7
 MV0390;UTM  11      - 4,626,413.015   268,862.052   MT  1.00025747   -1 51 08.3
 MV0390
 MV0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0390!SPC NV W     -   0.99972730  x   1.00002187  =   0.99974917
 MV0390!UTM  11      -   0.99972730  x   1.00025747  =   0.99998470
 MV0390
 MV0390|---------------------------------------------------------------------|
 MV0390| PID    Reference Object                     Distance      Geod. Az  |
 MV0390|                                                           dddmmss.s |
 MV0390| CD7872 LONG RM 1                            14.637 METERS 04758     |
 MV0390| CD7873 LONG RM 2                            13.076 METERS 16031     |
 MV0390| MV0387 BERRY                               APPROX.10.4 KM 2611718.6 |
 MV0390|---------------------------------------------------------------------|
 MV0390
 MV0390                          SUPERSEDED SURVEY CONTROL
 MV0390
 MV0390  NAD 83(1992)-  41 45 21.31141(N)    119 46 48.72849(W) AD(       ) 3
 MV0390  NAD 83(1991)-  41 45 21.31253(N)    119 46 48.73020(W) AD(       ) 3
 MV0390  NAD 83(1986)-  41 45 21.31253(N)    119 46 48.73026(W) AD(       ) 3
 MV0390  NAD 27      -  41 45 21.69307(N)    119 46 44.96053(W) AD(       ) 3
 MV0390  NGVD 29 (07/19/86) 1758.69   (m)         5770.0    (f) LEVELING    3  
 MV0390
 MV0390.Superseded values are not recommended for survey control.
 MV0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0390.See file dsdata.txt to determine how the superseded data were derived.
 MV0390
 MV0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG6886226413(NAD 83)
 MV0390_MARKER: DD = SURVEY DISK
 MV0390_SETTING: 66 = SET IN ROCK OUTCROP
 MV0390_SP_SET: PARTIALLY EXPOSED BEDROCK
 MV0390
 MV0390  HISTORY     - Date     Condition        Report By
 MV0390  HISTORY     - 1966     MONUMENTED       USGS
 MV0390
 MV0390                          STATION DESCRIPTION
 MV0390
 MV0390'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DER)
 MV0390'LOCATED ABOUT 12 MI. NNE. OF VYA.  ABOUT 10 MI. SW. OF
 MV0390'SHELDON NATIONAL ANTELOPE REFUGE HEADQUARTERS.  ABOUT 5 MI. E. OF
 MV0390'THE BERRY BROOKS RANCH.  ON THE N. END OF A LOW, FLAT RIDGE.
 MV0390'
 MV0390'TO REACH FROM THE SHELDON NATIONAL ANTELOPE REFUGE HEADQUARTERS,
 MV0390'DRIVE W. 3.5 MI. TO JUNCTION WITH RD. TO CEDARVILLE,
 MV0390'CALIFORNIA.  TURN LEFT (S.) 1.9 MI. TO T-RD. W.  GO W. 2.7
 MV0390'MI. TO LONE RANCH HOUSE.  BARE S. AND GO 3.2 MI. TO RD. FORK.
 MV0390'TAKE RIGHT FORK SW. 1.5 MI. TO SADDLE.  CONTINUE W. 0.4 MI. TO
 MV0390'RD. FORK.  TAKE LEFT FORK S. 0.3 MI. TO RD. FORK AND DIM
 MV0390'TRACK RD. LEFT (S.) DRIVE 0.3 MI. ON TRACK RD. AT WHICH POINT
 MV0390'LEAVE RD. AND PRECEED E. AND N. ACROSS COUNTRY TO TOP OF
 MV0390'HILL AND STATION.
 MV0390'
 MV0390'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED LONG 1966
 MV0390'SET IN TOP OF ROCK PROJECTING 0.1 FT. ABOVE GROUND.
 MV0390'
 MV0390'REFERENCE MARK NO. 1--A STANDARD USGS ALUMINUM TABLET STAMPED
 MV0390'RM 1 LONG 1966 SET IN BOULDER.
 MV0390'
 MV0390'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED RM 2
 MV0390'LONG 1966 SET IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0371 ***********************************************************************
 KP0371  DESIGNATION -  LONG
 KP0371  PID         -  KP0371
 KP0371  STATE/COUNTY-  NV/WHITE PINE
 KP0371  USGS QUAD   -  NINEMILE WELL NW (1982)
 KP0371
 KP0371                         *CURRENT SURVEY CONTROL
 KP0371  ___________________________________________________________________
 KP0371* NAD 83(1994)-  39 59 31.84456(N)    115 10 16.59976(W)     ADJUSTED  
 KP0371* NAVD 88     -      2498.6    (meters)    8197.     (feet)  VERTCON   
 KP0371  ___________________________________________________________________
 KP0371  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 KP0371  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 KP0371
 KP0371  HORZ ORDER  -  FIRST
 KP0371
 KP0371.The horizontal coordinates were established by classical geodetic methods
 KP0371.and adjusted by the National Geodetic Survey in June 1998..
 KP0371
 KP0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0371
 KP0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0371
 KP0371.The geoid height was determined by GEOID03.
 KP0371
 KP0371;                    North         East     Units Scale Factor Converg.
 KP0371;SPC NV E     - 8,581,825.443   235,187.567   MT  0.99991524   +0 15 53.4
 KP0371;SPC NV E     -28,155,538.97    771,611.21   sFT  0.99991524   +0 15 53.4
 KP0371;UTM  11      - 4,428,490.703   656,121.660   MT  0.99990006   +1 10 31.9
 KP0371
 KP0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0371!SPC NV E     -   0.99961122  x   0.99991524  =   0.99952649
 KP0371!UTM  11      -   0.99961122  x   0.99990006  =   0.99951132
 KP0371
 KP0371|---------------------------------------------------------------------|
 KP0371| PID    Reference Object                     Distance      Geod. Az  |
 KP0371|                                                           dddmmss.s |
 KP0371| DD6197 LONG RM 1                             4.798 METERS 10805     |
 KP0371| DD6196 LONG AZ MK                                         1563615.5 |
 KP0371| DD6198 LONG RM 2                             4.818 METERS 20959     |
 KP0371|---------------------------------------------------------------------|
 KP0371
 KP0371                          SUPERSEDED SURVEY CONTROL
 KP0371
 KP0371  NAD 83(1994)-  39 59 31.84270(N)    115 10 16.59670(W) AD(       ) 1
 KP0371  NAD 83(1986)-  39 59 31.84143(N)    115 10 16.59697(W) AD(       ) 1
 KP0371  NAD 27      -  39 59 32.08655(N)    115 10 13.46989(W) AD(       ) 1
 KP0371  NGVD 29 (03/11/99) 2497.3    (m)         8193.     (f) VERT ANG       
 KP0371
 KP0371.Superseded values are not recommended for survey control.
 KP0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0371.See file dsdata.txt to determine how the superseded data were derived.
 KP0371
 KP0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE5612228491(NAD 83)
 KP0371_MARKER: DS = TRIANGULATION STATION DISK
 KP0371_SETTING: 66 = SET IN ROCK OUTCROP
 KP0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0371+STABILITY: POSITION/ELEVATION WELL
 KP0371
 KP0371  HISTORY     - Date     Condition        Report By
 KP0371  HISTORY     - 1965     MONUMENTED       CGS
 KP0371  HISTORY     - 1966     GOOD             USGS
 KP0371  HISTORY     - 1967     GOOD             CGS
 KP0371
 KP0371                          STATION DESCRIPTION
 KP0371
 KP0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KP0371'STATION IS LOCATED ABOUT 30 MILES SOUTHWEST OF CURRIE, ABOUT
 KP0371'18 MILES WEST-NORTHWEST OF CHERRY CREEK, 10 MILES SOUTH OF
 KP0371'ELKO-WHITE PINE COUNTY LINE, ON THE NORTH END OF BUTTE MOUNTAIN
 KP0371'AND ON A FLAT ROCKY TYPE HILL OF A NORTH-SOUTH RIDGE THAT IS
 KP0371'REDDISH IN APPEARANCE.
 KP0371'
 KP0371'TO REACH FROM THE SMALL COMMUNITY OF CHERRY CREEK, GO WEST THEN
 KP0371'NORTH ON THE MAIN GRAVELED ROAD FOR 7.7 MILES TO A SIDE TRACK
 KP0371'ROAD LEFT, TURN LEFT AND GO WESTERLY FOLLOWING TRACK ROAD FOR
 KP0371'0.85 MILE TO A T ROAD JUNCTION, TURN LEFT AND FOLLOW MAIN
 KP0371'GRAVEL ROAD WEST AND SOUTH FOR 4.9 MILES TO A SIDE ROAD RIGHT
 KP0371'AT WINDMILL ABOUT 0.1 MILE WEST OF THE ROAD, CONTINUE SOUTH ON
 KP0371'THE MAIN ROAD FOR 2.4 MILES TO A TRACK CROSSROAD, TURN RIGHT
 KP0371'AND GO WEST FOLLOWING TRACK ROAD 3.5 MILES TO A CROSSROAD,
 KP0371'CONTINUE WEST FOR 0.7 MILE TO A SIDE ROAD RIGHT, CONTINUE
 KP0371'AHEAD NORTHWESTERLY FOR 2.0 MILES TO A FORK, KEEP RIGHT FORK
 KP0371'AND CROSS SMALL WASH AND GO NORTHERLY UP CANYON FOR 1.4 MILES
 KP0371'(WHICH IS 0.15 MILE BEFORE REACHING SPRING AND OLD CORRAL),
 KP0371'TURN LEFT OFF ROAD AND GO WESTERLY UP RIDGE FOLLOWING DIM
 KP0371'TRACKS, CROSSING ONE BARE RIDGE DOWN INTO CANYON, THENCE BEAR
 KP0371'RIGHT NORTHERLY UP RIDGE KEEPING TO THE LEFT OF WOODED
 KP0371'AREA, THENCE RIGHT EASTERLY TO BASE OF ROCK LEDGE AND
 KP0371'END OF TRUCK TRAVEL FOR THE DISTANCE OF 1.35 MILES.  A
 KP0371'4-WHEEL DRIVE IS NECESSARY.  PACK EASTERLY UP STEEP RIDGE
 KP0371'FOR ABOUT 20 MINUTES TO TOP OF RIDGE AND STATION.
 KP0371'
 KP0371'STATION MARK, A STANDARD DISK STAMPED LONG 1965, IS SET IN
 KP0371'A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 10 INCHES ABOVE
 KP0371'THE GENERAL AREA.  THE MARK IS 6 FEET NORTHEAST OF A CAIRN.
 KP0371'
 KP0371'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED LONG NO 1
 KP0371'1965, IS SET IN A DRILL HOLE IN BEDROCK.  THE MARK IS 19.5
 KP0371'FEET EAST OF CAIRN AND IS ABOUT 2-1/2 FEET LOWER IN ELEVATION
 KP0371'THAN THE STATION MARK.
 KP0371'
 KP0371'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED LONG NO 2
 KP0371'1965, IS SET IN A DRILL HOLE IN BEDROCK.  THE MARK IS 10 FEET
 KP0371'SOUTH OF CAIRN AND ABOUT THE SAME ELEVATION AS STATION.
 KP0371'
 KP0371'AZIMUTH MARK, A STANDARD DISK STAMPED LONG 1965, IS SET IN A
 KP0371'DRILL HOLE IN A 3 BY 5 FOOT BOULDER WHICH PROJECTS ABOUT 18
 KP0371'INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS ABOUT
 KP0371'0.15 MILE SOUTHEAST OF STATION ON RIDGE AND IS 6 FEET NORTHEAST
 KP0371'OF CAIRN.
 KP0371'
 KP0371'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KP0371
 KP0371                          STATION RECOVERY (1966)
 KP0371
 KP0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KP0371'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39115-1 STATION 1003.
 KP0371'STATION MARK--STANDARD DISC STAMPED---LONG 1965---SET IN A DRILL HOLE
 KP0371'IN BEDROCK WHICH PROJECTS ABOUT 10 INCHES ABOVE GROUND.
 KP0371
 KP0371                          STATION RECOVERY (1967)
 KP0371
 KP0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0371'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KP0371'TO BE IN GOOD CONDITION.  A SLIGHT DIFFERENCE WAS FOUND IN
 KP0371'THE DISTANCE TO REFERENCE MARK 2.
 KP0371'
 KP0371'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES
 KP0371'WEST-NORTHWEST OF CHERRY CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2965 ***********************************************************************
 AB2965  DESIGNATION -  LONG
 AB2965  PID         -  AB2965
 AB2965  STATE/COUNTY-  NV/STOREY
 AB2965  USGS QUAD   -  FLOWERY PEAK (1994)
 AB2965
 AB2965                         *CURRENT SURVEY CONTROL
 AB2965  ___________________________________________________________________
 AB2965* NAD 83(1994)-  39 20 08.89331(N)    119 37 13.82179(W)     ADJUSTED  
 AB2965* NAVD 88     -      2092.3    (meters)    6864.     (feet)  VERTCON   
 AB2965  ___________________________________________________________________
 AB2965  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 AB2965  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AB2965
 AB2965  HORZ ORDER  -  THIRD
 AB2965
 AB2965.The horizontal coordinates were established by classical geodetic methods
 AB2965.and adjusted by the National Geodetic Survey in June 1998..
 AB2965
 AB2965.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2965
 AB2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2965
 AB2965.The geoid height was determined by GEOID03.
 AB2965
 AB2965;                    North         East     Units Scale Factor Converg.
 AB2965;SPC NV W     - 4,509,388.250   710,587.662   MT  0.99999840   -0 39 26.9
 AB2965;SPC NV W     -14,794,551.28  2,331,319.69   sFT  0.99999840   -0 39 26.9
 AB2965;UTM  11      - 4,357,317.245   274,146.636   MT  1.00022810   -1 39 42.3
 AB2965
 AB2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2965!SPC NV W     -   0.99967563  x   0.99999840  =   0.99967403
 AB2965!UTM  11      -   0.99967563  x   1.00022810  =   0.99990365
 AB2965
 AB2965                          SUPERSEDED SURVEY CONTROL
 AB2965
 AB2965  NAD 83(1992)-  39 20 08.89744(N)    119 37 13.81470(W) AD(       ) 3
 AB2965  NGVD 29 (04/11/94) 2091.1    (m)         6861.     (f) VERT ANG       
 AB2965
 AB2965.Superseded values are not recommended for survey control.
 AB2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2965.See file dsdata.txt to determine how the superseded data were derived.
 AB2965
 AB2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7414757317(NAD 83)
 AB2965_MARKER: DS = TRIANGULATION STATION DISK
 AB2965
 AB2965  HISTORY     - Date     Condition        Report By
 AB2965  HISTORY     - 1935     MONUMENTED       USGS
 AB2965
 AB2965                          STATION DESCRIPTION
 AB2965
 AB2965'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 AB2965'LOCATED ABOUT 3 MI. NE OF VIRGINIA CITY ON FOURTH PEAK E OF HIGHWAY TO
 AB2965'RENO, ON FLOWEREY RANGE OF MOUNTAINS.
 AB2965'TO REACH FROM VIRGINIA CITY, DRIVE N ON NEVADA STATE HIGHWAY 17, ABOUT
 AB2965'2.5 MI. TO A RD FORK, TAKE DIRT RD E 1.4 MI. TO SHARP BEND IN RD. PACK
 AB2965'S ACROSS FLAT AND ALONG N-S FINGER RIDGE TO SADDLE, GO E FROM SADDLE
 AB2965'OVER ROCKY TOP TO STATION.
 AB2965'STATION MARK--STANDARD TABLET STAMPED---LONG 1935---CEMENTED IN ROCK
 AB2965'OUTCROP.
 AB2965'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET CEMENTED IN ROCK
 AB2965'OUTCROP, 13.40 FT. FROM STATION MARK.
 AB2965'REFERENCE MARK NO. 2--A 1 IN. DRILL HOLE IN ROCK OUTCROP, 16.35 FT.
 AB2965'FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0619 ***********************************************************************
 LS0619  DESIGNATION -  LONG CAIRN
 LS0619  PID         -  LS0619
 LS0619  STATE/COUNTY-  NV/PERSHING
 LS0619  USGS QUAD   -  SAWTOOTH KNOB (1981)
 LS0619
 LS0619                         *CURRENT SURVEY CONTROL
 LS0619  ___________________________________________________________________
 LS0619* NAD 83(1994)-  40 49 21.45898(N)    118 30 41.52398(W)     ADJUSTED  
 LS0619* NAVD 88     -      1925.     (meters)    6316.     (feet)  SCALED    
 LS0619  ___________________________________________________________________
 LS0619  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 LS0619  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 LS0619
 LS0619  HORZ ORDER  -  SECOND
 LS0619
 LS0619.The horizontal coordinates were established by classical geodetic methods
 LS0619.and adjusted by the National Geodetic Survey in June 1998..
 LS0619
 LS0619.The orthometric height was scaled from a topographic map.
 LS0619
 LS0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0619
 LS0619.The geoid height was determined by GEOID03.
 LS0619
 LS0619;                    North         East     Units Scale Factor Converg.
 LS0619;SPC NV W     - 4,673,952.435   806,056.373   MT  0.99990045   +0 02 49.0
 LS0619;SPC NV W     -15,334,458.95  2,644,536.62   sFT  0.99990045   +0 02 49.0
 LS0619;UTM  11      - 4,520,166.597   372,535.284   MT  0.99979998   -0 59 17.7
 LS0619
 LS0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0619!SPC NV W     -   0.99970146  x   0.99990045  =   0.99960194
 LS0619!UTM  11      -   0.99970146  x   0.99979998  =   0.99950150
 LS0619
 LS0619                          SUPERSEDED SURVEY CONTROL
 LS0619
 LS0619  NAD 83(1986)-  40 49 21.46683(N)    118 30 41.52093(W) AD(       ) 2
 LS0619  NAD 27      -  40 49 21.81800(N)    118 30 37.96000(W) AD(       ) 2
 LS0619
 LS0619.Superseded values are not recommended for survey control.
 LS0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0619.See file dsdata.txt to determine how the superseded data were derived.
 LS0619
 LS0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF7253520167(NAD 83)
 LS0619_MARKER: 72 = CAIRN
 LS0619
 LS0619  HISTORY     - Date     Condition        Report By
 LS0619  HISTORY     - 1958     FIRST OBSERVED   CGS
 LS0619
 LS0619                          STATION DESCRIPTION
 LS0619
 LS0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LS0619'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD DEPOT IN
 LS0619'IMLAY, GO EASTERLY FOR 0.3 MILE TO U.S. HIGHWAY 40.  TURN RIGHT
 LS0619'AND GO SOUTHWEST ON THE HIGHWAY FOR 1.0 MILE TO THE JUNGO
 LS0619'ROAD JUNCTION.  TURN RIGHT ON THE JUNGO ROAD AND GO NORTHWEST
 LS0619'FOR 0.4 MILE TO A FORK JUST AFTER CROSSING THE RAILROAD TRACKS.
 LS0619'TAKE THE LEFT FORK, NORTHWEST, AND GO 12.3 MILES TO A CROSSROAD.
 LS0619'TURN RIGHT, NORTH-NORTHWEST, AND GO 7.1 MILES TO A CROSSROAD,
 LS0619'CONTINUE FOR 0.2 MILE TO ANOTHER CROSSROAD.  CONTINUE
 LS0619'NORTH-NORTHWEST FOR 1.2 MILES TO A TRACK ROAD ON THE LEFT.  TURN
 LS0619'LEFT ON THE TRACK ROAD AND GO 1.9 MILES TO A DIM TRACK
 LS0619'CROSSROAD.  TURN LEFT, WEST, AND GO 0.8 MILE TO A REVERSE
 LS0619'Y FORK.  CONTINUE STRAIGHT AHEAD, WEST AND SOUTHWEST, UP
 LS0619'LONG CANYON FOR 3.0 MILES TO A SIDE ROAD ON THE RIGHT.
 LS0619'TURN RIGHT, WEST, AND GO 0.6 MILE TO A TRACK SIDE ROAD ON
 LS0619'THE LEFT.  TURN LEFT, WEST, AND GO 1.1 MILES.  AT THIS
 LS0619'POINT THE STATION HILL IS THE HIGHEST POINT ON THE
 LS0619'RIGHT.  TURN RIGHT, CROSS COUNTRY, AND GO 1.2 MILES TO THE
 LS0619'BASE OF THE HILL.  CONTINUE WEST AND NORTH UP THE RIDGE FOR
 LS0619'0.5 MILE TO THE HIGHEST POINT AND THE STATION.  THE GROUND IS
 LS0619'LOOSE AND SANDY ON THE RIDGE AND A FOUR WHEEL DRIVE TRUCK
 LS0619'IS ADVISABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0726 ***********************************************************************
 LQ0726  DESIGNATION -  LONNI
 LQ0726  PID         -  LQ0726
 LQ0726  STATE/COUNTY-  NV/ELKO
 LQ0726  USGS QUAD   -  EAST OF BAILEY MTN (1985)
 LQ0726
 LQ0726                         *CURRENT SURVEY CONTROL
 LQ0726  ___________________________________________________________________
 LQ0726* NAD 83(1994)-  40 16 40.17113(N)    115 48 08.73794(W)     ADJUSTED  
 LQ0726* NAVD 88     -      1728.7    (meters)    5672.     (feet)  VERTCON   
 LQ0726  ___________________________________________________________________
 LQ0726  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 LQ0726  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 LQ0726
 LQ0726  HORZ ORDER  -  FIRST
 LQ0726
 LQ0726.The horizontal coordinates were established by classical geodetic methods
 LQ0726.and adjusted by the National Geodetic Survey in June 1998..
 LQ0726
 LQ0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0726
 LQ0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0726
 LQ0726.The geoid height was determined by GEOID03.
 LQ0726
 LQ0726;                    North         East     Units Scale Factor Converg.
 LQ0726;SPC NV E     - 8,613,481.352   181,368.629   MT  0.99990427   -0 08 29.9
 LQ0726;SPC NV E     -28,259,396.74    595,040.24   sFT  0.99990427   -0 08 29.9
 LQ0726;UTM  11      - 4,459,281.776   601,810.192   MT  0.99972759   +0 46 27.4
 LQ0726
 LQ0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0726!SPC NV E     -   0.99973195  x   0.99990427  =   0.99963624
 LQ0726!UTM  11      -   0.99973195  x   0.99972759  =   0.99945961
 LQ0726
 LQ0726:                Primary Azimuth Mark                     Grid Az
 LQ0726:SPC NV E     -  LONNI AZ MK                              151 49 35.5
 LQ0726:UTM  11      -  LONNI AZ MK                              150 54 38.2
 LQ0726
 LQ0726|---------------------------------------------------------------------|
 LQ0726| PID    Reference Object                     Distance      Geod. Az  |
 LQ0726|                                                           dddmmss.s |
 LQ0726| DD6199 LONNI AZ MK                                        1514105.6 |
 LQ0726| AH8009 LONNI RM 1                            9.204 METERS 25106     |
 LQ0726| AH8010 LONNI RM 2                            8.337 METERS 35317     |
 LQ0726|---------------------------------------------------------------------|
 LQ0726
 LQ0726                          SUPERSEDED SURVEY CONTROL
 LQ0726
 LQ0726  NAD 83(1986)-  40 16 40.16938(N)    115 48 08.73333(W) AD(       ) 1
 LQ0726  NAD 27      -  40 16 40.42348(N)    115 48 05.51370(W) AD(       ) 1
 LQ0726  NGVD 29 (07/19/86) 1727.6    (m)         5668.     (f) VERT ANG       
 LQ0726
 LQ0726.Superseded values are not recommended for survey control.
 LQ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0726.See file dsdata.txt to determine how the superseded data were derived.
 LQ0726
 LQ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE0181059282(NAD 83)
 LQ0726_MARKER: DS = TRIANGULATION STATION DISK
 LQ0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0726_PROJECTION: FLUSH
 LQ0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0726+STABILITY: SURFACE MOTION
 LQ0726
 LQ0726  HISTORY     - Date     Condition        Report By
 LQ0726  HISTORY     - 1947     MONUMENTED       CGS
 LQ0726  HISTORY     - 1951     GOOD             USGS
 LQ0726  HISTORY     - 1957     GOOD             USGS
 LQ0726  HISTORY     - 1965     GOOD             CGS
 LQ0726
 LQ0726                          STATION DESCRIPTION
 LQ0726
 LQ0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0726'STATION IS ON THE S. WESTERLY AND THE HIGHEST SMALL ROUND
 LQ0726'KNOB OF A SERIES OF ABOUT 7.  IT LIES ABOUT 6 MILES N.W. OF
 LQ0726'THE SADDLER RANCH BUILDINGS.
 LQ0726'
 LQ0726'STATION IS A STANDARD DISK SET IN A BLOCK OF CONCRETE, IT IS
 LQ0726'STAMPED LONNI 1947 AND PROJECTS ABOUT 4 IN ABOVE THE GROUND.
 LQ0726'
 LQ0726'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A BLOCK OF
 LQ0726'CONCRETE AND STAMPED LONNI NO 1 1947.  IT PROJECTS ABOUT 6 IN
 LQ0726'ABOVE THE GROUND, IS ABOUT 30 FEET W.S.W. OF THE STATION AND
 LQ0726'ABOUT THE SAME ELEVATION.
 LQ0726'
 LQ0726'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A BLOCK OF
 LQ0726'CONCRETE AND STAMPED LONNI NO 2 1947.  IT PROJECTS ABOUT 6 IN
 LQ0726'ABOVE THE GROUND.
 LQ0726'
 LQ0726'AZIMUTH MARK IS ABOUT 0.3 MILE S.E. OF THE STATION AND IS A
 LQ0726'STANDARD DISK SET IN A BLOCK OF CONCRETE PROJECTING ABOUT 4 IN
 LQ0726'ABOVE THE GROUND AND IS ABOUT 1-1/2 FEET W.N.W. OF A FENCE
 LQ0726'AND ABOUT 40 FEET N. OF THE POINT OF CURVE OF THE ROUNDED
 LQ0726'FENCE CORNER.  IT IS ABOUT 7 FEET E. OF THE CENTER OF A TRACK
 LQ0726'ROAD AND STAMPED LONNI 1947.
 LQ0726'
 LQ0726'TO REACH FROM JIGGS GO S. ON THE EUREKA ROAD FOR ABOUT 17 MILES
 LQ0726'TO THE SADDLER RANCH BUILDINGS.  CONTINUE S. FOR 1.55 MILES
 LQ0726'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.2 MILE TO A FORK.
 LQ0726'KEEP LEFT FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO 0.2
 LQ0726'MILE TO A WIRE GATE.  PASS THROUGH AND BEAR RIGHT FOR 0.2 MILE,
 LQ0726'CROSSING A LOW EARTHERN DAM.  KEEP STRAIGHT AHEAD ABOUT 0.1
 LQ0726'MILE TO A FORK IN THE TRACK ROAD AND TAKE THE RIGHT HAND ROAD
 LQ0726'FOR 6.7 MILES FOLLOWING ALONG THE W. EDGE OF THE MEADOWS TO
 LQ0726'A FORK.  KEEP RIGHT FOR 1.2 MILES TO THE AZIMUTH MARK AS
 LQ0726'DESCRIBED.  HERE BEAR LEFT TOWARD THE HIGHEST ROUNDED KNOB
 LQ0726'AND PICK WAY THROUGH THE SAGE BRUSH FOR 0.3 MILE TO THE
 LQ0726'STATION AS DESCRIBED.
 LQ0726'
 LQ0726'NOTE--ANY TYPE TRUCK TO THE STATION.
 LQ0726
 LQ0726                          STATION RECOVERY (1951)
 LQ0726
 LQ0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 LQ0726'RECOVERED AS DESCRIBED BY NGS IN 1947 IN DESCRIPTION LIST 40 115 1,
 LQ0726'STATION 1009.
 LQ0726
 LQ0726                          STATION RECOVERY (1957)
 LQ0726
 LQ0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LQ0726'DESCRIPTION AND POSITION LISTED IN NGS 40115-3 STATION 1008. STATION
 LQ0726'MARK--STANDARD DISC STAMPED---LONNI 1947---SET IN A BLOCK OF CONCRETE
 LQ0726'AND PROJECTS 4 INCHES ABOVE GROUND.
 LQ0726
 LQ0726                          STATION RECOVERY (1965)
 LQ0726
 LQ0726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0726'STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION
 LQ0726'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 LQ0726'AND DIRECTION TO ALL MARKS WERE CHECKED.
 LQ0726'
 LQ0726'DUE TO SOME LOCAL CHANGES IN ROADS A NEW TO REACH THE STATION
 LQ0726'FOLLOWS.
 LQ0726'
 LQ0726'TO REACH THE STATION FROM JIGGS, GO SOUTH ON STATE HIGHWAY 46
 LQ0726'FOR 17.5 MILES TO THE SADDLER RANCH BUILDINGS ON BOTH SIDES
 LQ0726'OF THE ROAD, CONTINUE SOUTHERLY ON GRAVEL ROAD FOR 1.55 MILES
 LQ0726'TO A DIM SIDE ROAD RIGHT, JUST BEFORE REACHING FORKS, TURN
 LQ0726'RIGHT, GO WEST ON DIM TRACK ROAD FOR 0.15 MILE TO CROSSROAD,
 LQ0726'TURN LEFT, GO SOUTH FOR 0.05 MILE TO A WIRE GATE, PAS THROUGH
 LQ0726'GATE, CONTINUE SOUTH AND WEST FOLLOWING THE MAIN ROAD WHICH
 LQ0726'CROSSES A LOW EARTHEN DAM FOR 0.45 MILE TO FORK, TAKE RIGHT
 LQ0726'FORK, AND FOLLOW THE MAIN TRAVELED ROAD NORTHWESTERLY ALONG
 LQ0726'WEST SIDE OF FENCE FOR 6.85 MILES TO FORK, TAKE RIGHT FORK
 LQ0726'FOLLOW MAIN ROAD FOR 1.05 MILES TO WIRE GATE, PASS THROUGH
 LQ0726'GATE, CONTINUE AHEAD FOR 0.15 MILE TO THE AZIMUTH MARK ON
 LQ0726'RIGHT AS DESCRIBED BELOW.  PASS THROUGH ANOTHER GATE AT THE
 LQ0726'AZIMUTH MARK NORTHWESTERLY ACROSS SAGE BRUSH FOR 0.3 MILE TO
 LQ0726'TOP OF SMALL ROUND KNOLL AND THE STATION MARK AS
 LQ0726'DESCRIBED.
 LQ0726'
 LQ0726'AZIMUTH MARK IS A STANDARD AZIMUTH DISK SET IN A SQUARE CONCRETE
 LQ0726'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF GROUND
 LQ0726'AND IS STAMPED LONNI 1947.  IT IS 15 FEET SOUTHEAST OF CENTER
 LQ0726'OF WIRE GATE, 9.5 FEET SOUTH OF FENCE CORNER AND 4 FEET EAST
 LQ0726'OF FENCE.
 LQ0726'
 LQ0726'HEIGHT OF LIGHT ABOVE STATION MARK 4.7 FEET.
 LQ0726'
 LQ0726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 LQ0726'SOUTHWEST OF JIGGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0770 ***********************************************************************
 MT0770  DESIGNATION -  LOOKOUT
 MT0770  PID         -  MT0770
 MT0770  STATE/COUNTY-  NV/ELKO
 MT0770  USGS QUAD   -  OXLEY PEAK (1982)
 MT0770
 MT0770                         *CURRENT SURVEY CONTROL
 MT0770  ___________________________________________________________________
 MT0770* NAD 83(1994)-  41 11 14.68948(N)    114 56 00.72151(W)     ADJUSTED  
 MT0770* NAVD 88     -      2278.2    (meters)    7474.     (feet)  VERTCON   
 MT0770  ___________________________________________________________________
 MT0770  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 MT0770  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 MT0770
 MT0770  HORZ ORDER  -  FIRST
 MT0770
 MT0770.The horizontal coordinates were established by classical geodetic methods
 MT0770.and adjusted by the National Geodetic Survey in June 1998..
 MT0770
 MT0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0770
 MT0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0770
 MT0770.The geoid height was determined by GEOID03.
 MT0770
 MT0770;                    North         East     Units Scale Factor Converg.
 MT0770;SPC NV E     - 8,714,660.435   254,510.562   MT  0.99993656   +0 25 40.5
 MT0770;SPC NV E     -28,591,348.44    835,006.74   sFT  0.99993656   +0 25 40.5
 MT0770;UTM  11      - 4,561,620.644   673,304.824   MT  0.99996965   +1 21 40.2
 MT0770
 MT0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0770!SPC NV E     -   0.99964544  x   0.99993656  =   0.99958202
 MT0770!UTM  11      -   0.99964544  x   0.99996965  =   0.99961510
 MT0770
 MT0770|---------------------------------------------------------------------|
 MT0770| PID    Reference Object                     Distance      Geod. Az  |
 MT0770|                                                           dddmmss.s |
 MT0770| DD6201 LOOKOUT RM 1                          7.462 METERS 07338     |
 MT0770| DD6200 LOOKOUT AZ MK                                      1603341.0 |
 MT0770| MT0765 AIRWAY BEACON 46 WELLS AIRPORT      APPROX. 8.1 KM 1762046.5 |
 MT0770| MT0767 WELLS SOUTHERN PAC WATER TANK       APPROX. 8.7 KM 1963842.8 |
 MT0770| MT0818 BEACON 45=BELL TEL MICRO REL TWR KO APPROX.16.2 KM 2343042.9 |
 MT0770| MT0827 B 1 A RESET=AIRWAY BCN 44           APPROX.32.6 KM 2453102.6 |
 MT0770| DD6202 LOOKOUT RM 2                          8.275 METERS 25026     |
 MT0770|---------------------------------------------------------------------|
 MT0770
 MT0770                          SUPERSEDED SURVEY CONTROL
 MT0770
 MT0770  NAD 83(1994)-  41 11 14.68852(N)    114 56 00.71991(W) AD(       ) 1
 MT0770  NAD 83(1986)-  41 11 14.68633(N)    114 56 00.71590(W) AD(       ) 1
 MT0770  NAD 27      -  41 11 14.96967(N)    114 55 57.55845(W) AD(       ) 1
 MT0770  NGVD 29 (07/19/86) 2277.0    (m)         7470.     (f) VERT ANG       
 MT0770
 MT0770.Superseded values are not recommended for survey control.
 MT0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0770.See file dsdata.txt to determine how the superseded data were derived.
 MT0770
 MT0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF7330561621(NAD 83)
 MT0770_MARKER: Z = SEE DESCRIPTION
 MT0770_SETTING: 0 = UNSPECIFIED SETTING
 MT0770
 MT0770  HISTORY     - Date     Condition        Report By
 MT0770  HISTORY     - 1940     MONUMENTED       CGS
 MT0770  HISTORY     - 1957     SEE DESCRIPTION  CGS
 MT0770  HISTORY     - 1967     SEE DESCRIPTION  USGS
 MT0770
 MT0770                          STATION DESCRIPTION
 MT0770
 MT0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0770'STATION IS LOCATED ABOUT 5-1/2 MILES E OF N OF WELLS, ON A
 MT0770'PROMINENT CONICAL PEAK, KNOWN AS THE LOOKOUT.
 MT0770'
 MT0770'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK
 MT0770'ON HIGHEST POINT OF HILL.  STAMPED LOOKOUT 1940.
 MT0770'
 MT0770'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK
 MT0770'ABOUT 24 FEET ENE OF, AND ABOUT 1 FOOT LOWER THAN STATION.
 MT0770'STAMPED LOOKOUT NO. 1 1940.
 MT0770'
 MT0770'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK
 MT0770'ABOUT 27 FEET WSW OF, AND ABOUT 2 FEET HIGHER THAN STATION.
 MT0770'STAMPED LOOKOUT NO. 2 1940.
 MT0770'
 MT0770'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BOULDER ABOUT
 MT0770'2-1/2 MILES SSE OF, AND ABOUT 750 FEET LOWER THAN STATION, 50
 MT0770'YARDS N OF RANCH HOUSE, 27 FEET N OF WELL.  6 FEET N OF FENCE
 MT0770'LINE.  14 FEET E OF FENCE CORNER, AND ABOUT 50 FEET E OF ROAD
 MT0770'LEADING INTO YARD.  THE BOULDER PROJECTS ABOUT 3 INCHES ABOVE
 MT0770'THE GROUND.  MARK STAMPED LOOKOUT 1940.
 MT0770'
 MT0770'REACHED FROM WELLS, BY FOLLOWING U.S. HIGHWAY 40, E, FOR 0.8
 MT0770'MILE TO JUNCTION WITH U.S. HIGHWAY 93.  TURN LEFT, NE ON
 MT0770'U.S. HIGHWAY 93 FOR 4.7 MILES TO A DIRT ROAD LEADING LEFT
 MT0770'UNDER RAILROAD BRIDGE.  FOLLOW THIS ROAD NW FOR 0.15 MILE
 MT0770'TO UNDERPASS.  THENCE LEFT FORK 1.4 MILES TO A RANCH HOUSE
 MT0770'WHICH IS VISIBLE FROM THIS FORK.  TURN RIGHT, PASS THROUGH GATE
 MT0770'IN FENCE W OF HOUSE.  TURN RIGHT, N, ON TRAIL ROAD ALONG
 MT0770'W SIDE OF FENCE FOR 0.3 MILE TO FENCE CORNER.  MAIN TRAIL
 MT0770'TURNS RIGHT AROUND FENCE.  KEEP STRAIGHT AHEAD ABOUT 30 YARDS
 MT0770'ACROSS SHALLOW DRAW.  TURN LEFT.  W, UP RIDGE, CROSS COUNTRY
 MT0770'DIRECTLY TOWARD PEAK FOR ABOUT 1.5 MILES.  PACK W AND N UP
 MT0770'RIDGE TO HIGHEST POINT AND STATION.  (1/2 HOUR PACK.)
 MT0770
 MT0770                          STATION RECOVERY (1957)
 MT0770
 MT0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0770'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 MT0770'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  SLIGHT DIFFERENCES
 MT0770'IN THE DIRECTIONS TO THE REFERENCE MARKS WERE NOTED.  THE
 MT0770'FOLLOWING IS THE BETTER ROUTE TO STATION--
 MT0770'
 MT0770'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 93 IN
 MT0770'SOUTHEAST WELLS, GO NORTHERLY ON U.S. HIGHWAY 93 FOR 4.7 MILES
 MT0770'TO A DIRT ROAD LEADING LEFT UNDER A RAILROAD BRIDGE.  TURN
 MT0770'LEFT, NORTHWEST, FOR 0.15 MILE (PASSING UNDER THE OVERPASS) TO A
 MT0770'FORK.  TAKE LEFT FORK AND GO WEST TOWARDS ABANDONED RANCH
 MT0770'HOUSE FOR 1.3 MILES TO A CATTLE GUARD WHICH IS 0.1 MILE BEFORE
 MT0770'REACHING THE RANCH HOUSE.  NOTE--THE AZIMUTH MARK IS JUST
 MT0770'NORTH OF THE HOUSE AND AS DESCRIBED IN 1940.  FROM THE CATTLE
 MT0770'GUARD, GO NORTH ALONG THE EAST SIDE OF THE FENCE FOR 0.05
 MT0770'MILE TO THE NORTHEAST FENCE CORNER.  CONTINUE NORTH ON
 MT0770'TRACK ROAD FOR 0.35 MILE TO A WIRE GATE IN THE EAST-WEST
 MT0770'FENCE LINE.  GO THROUGH GATE AND CONTINUE CROSS-COUNTRY,
 MT0770'NORTHWESTERLY, ALONG RIDGE FOR 1.3 MILES TO CREST OF RIDGE IN
 MT0770'SADDLE AT WEST BASE OF STATION PEAK.  PACK EASTERLY (ABOUT
 MT0770'20 MINUTES) TO SUMMIT AND STATION.
 MT0770
 MT0770                          STATION RECOVERY (1967)
 MT0770
 MT0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (BAR)
 MT0770'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0961 ***********************************************************************
 GS0961  DESIGNATION -  LOOKOUT PEAK
 GS0961  PID         -  GS0961
 GS0961  STATE/COUNTY-  NV/NYE
 GS0961  USGS QUAD   -  SKULL MOUNTAIN (1983)
 GS0961
 GS0961                         *CURRENT SURVEY CONTROL
 GS0961  ___________________________________________________________________
 GS0961* NAD 83(1994)-  36 51 19.40770(N)    116 10 03.86955(W)     ADJUSTED  
 GS0961* NAVD 88     -      1723.3    (meters)    5654.     (feet)  VERTCON   
 GS0961  ___________________________________________________________________
 GS0961  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 GS0961  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GS0961
 GS0961  HORZ ORDER  -  THIRD
 GS0961
 GS0961.The horizontal coordinates were established by classical geodetic methods
 GS0961.and adjusted by the National Geodetic Survey in June 1998..
 GS0961
 GS0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0961
 GS0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0961
 GS0961.The geoid height was determined by GEOID03.
 GS0961
 GS0961;                    North         East     Units Scale Factor Converg.
 GS0961;SPC NV C     - 6,233,697.304   544,489.829   MT  0.99992438   +0 17 57.3
 GS0961;SPC NV C     -20,451,721.90  1,786,380.38   sFT  0.99992438   +0 17 57.3
 GS0961;UTM  11      - 4,079,153.832   574,191.821   MT  0.99966781   +0 29 57.2
 GS0961
 GS0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0961!SPC NV C     -   0.99973384  x   0.99992438  =   0.99965824
 GS0961!UTM  11      -   0.99973384  x   0.99966781  =   0.99940174
 GS0961
 GS0961                          SUPERSEDED SURVEY CONTROL
 GS0961
 GS0961  NAD 83(1992)-  36 51 19.41512(N)    116 10 03.87561(W) AD(       ) 3
 GS0961  NGVD 29 (02/14/94) 1722.4    (m)         5651.     (f) VERT ANG       
 GS0961
 GS0961.Superseded values are not recommended for survey control.
 GS0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0961.See file dsdata.txt to determine how the superseded data were derived.
 GS0961
 GS0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA7419279154(NAD 83)
 GS0961_MARKER: DS = TRIANGULATION STATION DISK
 GS0961_SETTING: 66 = SET IN ROCK OUTCROP
 GS0961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0961+STABILITY: POSITION/ELEVATION WELL
 GS0961
 GS0961  HISTORY     - Date     Condition        Report By
 GS0961  HISTORY     - 1959     MONUMENTED       USGS
 GS0961  HISTORY     - 1962     GOOD             USGS
 GS0961
 GS0961                          STATION DESCRIPTION
 GS0961
 GS0961'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GS0961'LOCATED ABOUT 16.5 MI NNE. OF MERCURY, ABOUT 10 MI SE. OF SOUTH
 GS0961'END OF YUCCA LAKE, 5.5 MI NW. OF CANE SPRING.  ON MOST EASTERLY OF
 GS0961'DOUBLE-TOPPED MTN. ON SOUTHEAST END OF TOP.
 GS0961'
 GS0961'STATION MARK--STANDARD BRASS TABLET, UNSTAMPED.
 GS0961
 GS0961                          STATION RECOVERY (1962)
 GS0961
 GS0961'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GS0961'LOCATED ABOUT 16.5 MI. NNE. OF MERCURY, 5.5 MI. NW. OF CANE SPRING AND
 GS0961'ABOUT 10.0 MI. SE. OF THE S. END OF YUCCA LAKE ON THE MOST EASTERLY OF
 GS0961'A DOUBLE TOPPED MOUNTAIN ON THE SE. END OF THE TOP. STATION
 GS0961'MARK--BRASS DISK CEMENTED IN ROCK, NOT STAMPED---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0623 ***********************************************************************
 KR0623  DESIGNATION -  LOOSE
 KR0623  PID         -  KR0623
 KR0623  STATE/COUNTY-  NV/WASHOE
 KR0623  USGS QUAD   -  FERNLEY WEST (1985)
 KR0623
 KR0623                         *CURRENT SURVEY CONTROL
 KR0623  ___________________________________________________________________
 KR0623* NAD 83(1994)-  39 37 26.46544(N)    119 15 43.37014(W)     ADJUSTED  
 KR0623* NAVD 88     -      1273.630  (meters)    4178.57   (feet)  ADJUSTED  
 KR0623  ___________________________________________________________________
 KR0623  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 KR0623  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 KR0623  DYNAMIC HT  -        1272.528 (meters)    4174.95  (feet)  COMP
 KR0623  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 KR0623
 KR0623  HORZ ORDER  -  SECOND
 KR0623  VERT ORDER  -  SECOND    CLASS 0
 KR0623
 KR0623.The horizontal coordinates were established by classical geodetic methods
 KR0623.and adjusted by the National Geodetic Survey in June 1998..
 KR0623
 KR0623.The orthometric height was determined by differential leveling
 KR0623.and adjusted by the National Geodetic Survey in June 1991..
 KR0623
 KR0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0623
 KR0623.The geoid height was determined by GEOID03.
 KR0623
 KR0623.The dynamic height is computed by dividing the NAVD 88
 KR0623.geopotential number by the normal gravity value computed on the
 KR0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0623.degrees latitude (g = 980.6199 gals.).
 KR0623
 KR0623.The modeled gravity was interpolated from observed gravity values.
 KR0623
 KR0623;                    North         East     Units Scale Factor Converg.
 KR0623;SPC NV W     - 4,541,091.068   741,730.950   MT  0.99994179   -0 25 58.3
 KR0623;SPC NV W     -14,898,562.95  2,433,495.63   sFT  0.99994179   -0 25 58.3
 KR0623;UTM  11      - 4,388,473.185   305,847.984   MT  1.00006411   -1 26 35.0
 KR0623
 KR0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0623!SPC NV W     -   0.99980401  x   0.99994179  =   0.99974581
 KR0623!UTM  11      -   0.99980401  x   1.00006411  =   0.99986811
 KR0623
 KR0623|---------------------------------------------------------------------|
 KR0623| PID    Reference Object                     Distance      Geod. Az  |
 KR0623|                                                           dddmmss.s |
 KR0623| KR0624 LOOSE RM 1                           10.250 METERS 04630     |
 KR0623| KR1578 TURN NOSE=TURN                      APPROX. 5.7 KM 0844051.2 |
 KR0623| KR1587 IN 001/1 X 17 8                     352.302 METERS 15019     |
 KR0623| KR1582 BEACON 216 2 MILES OF FERNLEY       APPROX. 3.0 KM 2335111.2 |
 KR0623| KR0622 LOOSE RM 2                            7.820 METERS 32201     |
 KR0623|---------------------------------------------------------------------|
 KR0623
 KR0623                          SUPERSEDED SURVEY CONTROL
 KR0623
 KR0623  NAD 83(1992)-  39 37 26.47156(N)    119 15 43.35727(W) AD(       ) 2
 KR0623  NAD 83(1986)-  39 37 26.47076(N)    119 15 43.34937(W) AD(       ) 2
 KR0623  NAD 27      -  39 37 26.78460(N)    119 15 39.74320(W) AD(       ) 2
 KR0623  NGVD 29 (??/??/92) 1272.650  (m)         4175.35   (f) ADJ UNCH    2 0
 KR0623
 KR0623.Superseded values are not recommended for survey control.
 KR0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0623.See file dsdata.txt to determine how the superseded data were derived.
 KR0623
 KR0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0584888473(NAD 83)
 KR0623_MARKER: DS = TRIANGULATION STATION DISK
 KR0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0623_STAMPING: LOOSE 1958
 KR0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0623+STABILITY: SURFACE MOTION
 KR0623
 KR0623  HISTORY     - Date     Condition        Report By
 KR0623  HISTORY     - 1958     MONUMENTED       CGS
 KR0623  HISTORY     - 1958     GOOD             CGS
 KR0623
 KR0623                          STATION DESCRIPTION
 KR0623
 KR0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR0623'THE STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF WADSWORTH AND 2
 KR0623'MILES NORTH-NORTHWEST OF FERNLEY, ON A SANDY FLAT BENCH SPARSELY
 KR0623'COVERED WITH SCRUB BRUSH, ABOUT 1/4 MILE NORTH OF A PROMINENT
 KR0623'SAND DUNE.
 KR0623'
 KR0623'TO REACH FROM THE POST OFFICE IN WADSWORTH, GO SOUTHEAST ON U.S.
 KR0623'HIGHWAY 40 FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT ACROSS
 KR0623'THE RAILROAD TRACKS THEN TAKE THE RIGHT FORK, EASTERLY, ON OLD
 KR0623'ROAD ALONG THE NORTH SIDE OF THE RAILROAD TRACKS FOR 1.2 MILES
 KR0623'TO A POINT ABOUT OPPOSITE THE NORTH END OF THE LARGE SAND DUNE.
 KR0623'TURN LEFT AND GO NORTHERLY ACROSS COUNTRY FOR 0.15 MILE TO THE
 KR0623'STATION SITE.
 KR0623'
 KR0623'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 KR0623'CONCRETE POSTS.
 KR0623'
 KR0623'THE STATION MARK, STAMPED LOOSE 1958, PROJECTS ABOUT 4 INCHES
 KR0623'AND IS 6-1/2 FEET EAST OF A WITNESS POST.
 KR0623'
 KR0623'THE REFERENCE MARKS ARE STAMPED LOOSE 1958 NO 1 AND NO 2
 KR0623'RESPECTIVELY AND PROJECT ABOUT 3 INCHES ABOVE THE GROUND.
 KR0623
 KR0623                          STATION RECOVERY (1958)
 KR0623
 KR0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KR0623'1.65 MI E FROM WADSWORTH.
 KR0623'0.55 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0623'WADSWORTH TO A SIDE ROAD LEFT, THENCE 1.1 MILE EAST ALONG MAIN
 KR0623'TRAVELED ROAD ALONG THE NORTH SIDE OF RAILROAD TRACKS TO A SAND HILL
 KR0623'ON LEFT, 334.0 FEET NORTH OF CENTER OF ROAD, 33.61 FEET SOUTHWEST OF
 KR0623'R.M. 1, 25.65 FEET SOUTHEAST OF R.M. 2, 6.7 FEET NORTHEAST OF A
 KR0623'CONCRETE WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 2
 KR0623'INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0624 ***********************************************************************
 KR0624  DESIGNATION -  LOOSE RM 1
 KR0624  PID         -  KR0624
 KR0624  STATE/COUNTY-  NV/WASHOE
 KR0624  USGS QUAD   -  FERNLEY WEST (1985)
 KR0624
 KR0624                         *CURRENT SURVEY CONTROL
 KR0624  ___________________________________________________________________
 KR0624* NAD 83(1986)-  39 37 26.     (N)    119 15 43.     (W)     SCALED    
 KR0624* NAVD 88     -      1273.439  (meters)    4177.94   (feet)  ADJUSTED  
 KR0624  ___________________________________________________________________
 KR0624  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 KR0624  DYNAMIC HT  -        1272.337 (meters)    4174.33  (feet)  COMP
 KR0624  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 KR0624
 KR0624  VERT ORDER  -  SECOND    CLASS 0
 KR0624
 KR0624.The horizontal coordinates were scaled from a topographic map and have
 KR0624.an estimated accuracy of +/- 6 seconds.
 KR0624
 KR0624.The orthometric height was determined by differential leveling
 KR0624.and adjusted by the National Geodetic Survey in June 1991..
 KR0624
 KR0624.The geoid height was determined by GEOID03.
 KR0624
 KR0624.The dynamic height is computed by dividing the NAVD 88
 KR0624.geopotential number by the normal gravity value computed on the
 KR0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0624.degrees latitude (g = 980.6199 gals.).
 KR0624
 KR0624.The modeled gravity was interpolated from observed gravity values.
 KR0624
 KR0624;                    North         East    Units  Estimated Accuracy
 KR0624;SPC NV W     - 4,541,080.      741,740.      MT  (+/- 180 meters Scaled)
 KR0624
 KR0624                          SUPERSEDED SURVEY CONTROL
 KR0624
 KR0624  NGVD 29 (??/??/92) 1272.459  (m)         4174.73   (f) ADJ UNCH    2 0
 KR0624
 KR0624.Superseded values are not recommended for survey control.
 KR0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0624.See file dsdata.txt to determine how the superseded data were derived.
 KR0624
 KR0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD058884(NAD 83)
 KR0624_MARKER: DR = REFERENCE MARK DISK
 KR0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0624_STAMPING: LOOSE NO 1 1958
 KR0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0624+STABILITY: SURFACE MOTION
 KR0624
 KR0624  HISTORY     - Date     Condition        Report By
 KR0624  HISTORY     - 1958     MONUMENTED       CGS
 KR0624
 KR0624                          STATION DESCRIPTION
 KR0624
 KR0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0624'1.65 MI E FROM WADSWORTH.
 KR0624'0.55 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KR0624'WADSWORTH TO A SIDE ROAD LEFT, THENCE 1.1 MILE EAST ALONG MAIN
 KR0624'TRAVELED ROAD ALONG THE NORTH SIDE OF RAILROAD TRACKS TO A SAND HILL
 KR0624'ON LEFT, 345.0 FEET NORTH OF CENTER OF ROAD, 33.61 FEET NORTHEAST OF
 KR0624'STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE
 KR0624'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0622 ***********************************************************************
 KR0622  DESIGNATION -  LOOSE RM 2
 KR0622  PID         -  KR0622
 KR0622  STATE/COUNTY-  NV/WASHOE
 KR0622  USGS QUAD   -  FERNLEY WEST (1985)
 KR0622
 KR0622                         *CURRENT SURVEY CONTROL
 KR0622  ___________________________________________________________________
 KR0622* NAD 83(1986)-  39 37 26.     (N)    119 15 43.     (W)     SCALED    
 KR0622* NAVD 88     -      1273.369  (meters)    4177.71   (feet)  ADJUSTED  
 KR0622  ___________________________________________________________________
 KR0622  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 KR0622  DYNAMIC HT  -        1272.268 (meters)    4174.10  (feet)  COMP
 KR0622  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 KR0622
 KR0622  VERT ORDER  -  SECOND    CLASS 0
 KR0622
 KR0622.The horizontal coordinates were scaled from a topographic map and have
 KR0622.an estimated accuracy of +/- 6 seconds.
 KR0622
 KR0622.The orthometric height was determined by differential leveling
 KR0622.and adjusted by the National Geodetic Survey in June 1991..
 KR0622
 KR0622.The geoid height was determined by GEOID03.
 KR0622
 KR0622.The dynamic height is computed by dividing the NAVD 88
 KR0622.geopotential number by the normal gravity value computed on the
 KR0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0622.degrees latitude (g = 980.6199 gals.).
 KR0622
 KR0622.The modeled gravity was interpolated from observed gravity values.
 KR0622
 KR0622;                    North         East    Units  Estimated Accuracy
 KR0622;SPC NV W     - 4,541,080.      741,740.      MT  (+/- 180 meters Scaled)
 KR0622
 KR0622                          SUPERSEDED SURVEY CONTROL
 KR0622
 KR0622  NGVD 29 (??/??/92) 1272.389  (m)         4174.50   (f) ADJ UNCH    2 0
 KR0622
 KR0622.Superseded values are not recommended for survey control.
 KR0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0622.See file dsdata.txt to determine how the superseded data were derived.
 KR0622
 KR0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD058884(NAD 83)
 KR0622_MARKER: DR = REFERENCE MARK DISK
 KR0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0622_STAMPING: LOOSE NO 2 1958
 KR0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0622+STABILITY: SURFACE MOTION
 KR0622
 KR0622  HISTORY     - Date     Condition        Report By
 KR0622  HISTORY     - 1958     MONUMENTED       CGS
 KR0622
 KR0622                          STATION DESCRIPTION
 KR0622
 KR0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR0622'1.65 MI E FROM WADSWORTH.
 KR0622'0.55 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT WADSWORTH
 KR0622'TO A SIDE ROAD LEFT, THENCE 1.1 MILE EAST ALONG MAIN TRAVELED ROAD
 KR0622'ALONG THE NORTH SIDE OF RAILROAD TRACKS TO A SAND HILL ON LEFT, 365.0
 KR0622'FEET NORTH CENTER OF ROAD, 25.65 FEET NORTHWEST OF STATION MARK, SET
 KR0622'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1830 ***********************************************************************
 GR1830  DESIGNATION -  LOS ANGELES SALT LK AWY BCN 32
 GR1830  PID         -  GR1830
 GR1830  STATE/COUNTY-  NV/LINCOLN
 GR1830  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR1830
 GR1830                         *CURRENT SURVEY CONTROL
 GR1830  ___________________________________________________________________
 GR1830* NAD 83(1994)-  36 51 23.19481(N)    114 18 00.06767(W)     ADJUSTED  
 GR1830* NAVD 88     -                                                        
 GR1830  ___________________________________________________________________
 GR1830  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 GR1830  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 GR1830
 GR1830  HORZ ORDER  -  THIRD
 GR1830
 GR1830.The horizontal coordinates were established by classical geodetic methods
 GR1830.and adjusted by the National Geodetic Survey in June 1998..
 GR1830
 GR1830
 GR1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1830
 GR1830.The geoid height was determined by GEOID03.
 GR1830
 GR1830;                    North         East     Units Scale Factor Converg.
 GR1830;SPC NV E     - 8,234,466.623   314,435.627   MT  1.00006128   +0 46 11.4
 GR1830;SPC NV E     -27,015,912.58  1,031,610.89   sFT  1.00006128   +0 46 11.4
 GR1830;UTM  11      - 4,082,350.633   740,709.795   MT  1.00031386   +1 37 12.9
 GR1830
 GR1830                          SUPERSEDED SURVEY CONTROL
 GR1830
 GR1830  NAD 83(1994)-  36 51 23.19403(N)    114 18 00.06645(W) AD(       ) 4
 GR1830  NAD 83(1992)-  36 51 23.19317(N)    114 18 00.06733(W) AD(       ) 4
 GR1830  NAD 83(1986)-  36 51 23.18594(N)    114 18 00.06381(W) AD(       ) 4
 GR1830  NAD 27      -  36 51 23.28500(N)    114 17 57.15300(W) AD(       ) 3
 GR1830
 GR1830.Superseded values are not recommended for survey control.
 GR1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1830.See file dsdata.txt to determine how the superseded data were derived.
 GR1830
 GR1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA4071082351(NAD 83)
 GR1830_MARKER: 22 = AIRWAY BEACON
 GR1830
 GR1830  HISTORY     - Date     Condition        Report By
 GR1830  HISTORY     - 1944     FIRST OBSERVED   CGS
 GR1830  HISTORY     - 1957     GOOD             CGS
 GR1830
 GR1830                          STATION DESCRIPTION
 GR1830
 GR1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 GR1830'BEACON IS LOCATED ABOUT 20 MILES (AIR LINE) NE OF GLENDALE
 GR1830'AND IS NEAR THE HIGHEST POINT OF A N-S RIDGE.
 GR1830'
 GR1830'TO REACH FROM STANDARD SERVICE STATION IN GLENDALE, GO NE
 GR1830'ON U.S. HIGHWAY 91 FOR 13.5 MILES TO JUNCTION OF A DIRT ROAD
 GR1830'LEFT, TURN LEFT (N) AND FOLLOW DIRT ROAD TOWARD CARP FOR
 GR1830'3.8 MILES TO TRANSCONTINENTAL TELEPHONE LINE.  TURN RIGHT
 GR1830'(NE) KEEPING TO MAIN BLADED ROAD FOR 6.45 MILES, TURN RIGHT
 GR1830'(S) LEAVING MAIN BLADED ROAD AND FOLLOW MAINTENANCE ROAD
 GR1830'FOR 0.5 MILE TO AIRWAY DIESEL SHED.  FROM THIS POINT CLIMB
 GR1830'SW TO THE SUMMIT OF THE RIDGE AND BEACON.  ABOUT A 15-MINUTE
 GR1830'PACK.
 GR1830
 GR1830                          STATION RECOVERY (1957)
 GR1830
 GR1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1830'STATION WAS NOT VISITED BUT IS STILL LOCATED IN THE SAME
 GR1830'SPOT AS DESCRIBED AND THE DESCRIPTION IS SATISFACTORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1891 ***********************************************************************
 GR1891  DESIGNATION -  LOS ANGELES SALT LK AWY BCN 27
 GR1891  PID         -  GR1891
 GR1891  STATE/COUNTY-  NV/CLARK
 GR1891  USGS QUAD   -  APEX (1986)
 GR1891
 GR1891                         *CURRENT SURVEY CONTROL
 GR1891  ___________________________________________________________________
 GR1891* NAD 83(1994)-  36 19 41.17299(N)    114 56 30.28231(W)     ADJUSTED  
 GR1891* NAVD 88     -                                                        
 GR1891  ___________________________________________________________________
 GR1891  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 GR1891  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 GR1891
 GR1891  HORZ ORDER  -  THIRD
 GR1891
 GR1891.The horizontal coordinates were established by classical geodetic methods
 GR1891.and adjusted by the National Geodetic Survey in June 1998..
 GR1891
 GR1891
 GR1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1891
 GR1891.The geoid height was determined by GEOID03.
 GR1891
 GR1891;                    North         East     Units Scale Factor Converg.
 GR1891;SPC NV E     - 8,175,264.941   257,601.993   MT  0.99994087   +0 22 48.3
 GR1891;SPC NV E     -26,821,681.73    845,149.21   sFT  0.99994087   +0 22 48.3
 GR1891;UTM  11      - 4,022,307.245   684,746.115   MT  1.00002054   +1 13 10.8
 GR1891
 GR1891                          SUPERSEDED SURVEY CONTROL
 GR1891
 GR1891  NAD 83(1994)-  36 19 41.17326(N)    114 56 30.28295(W) AD(       ) 4
 GR1891  NAD 83(1992)-  36 19 41.17551(N)    114 56 30.28490(W) AD(       ) 4
 GR1891  NAD 83(1992)-  36 19 41.17519(N)    114 56 30.28530(W) AD(       ) 4
 GR1891  NAD 83(1986)-  36 19 41.16340(N)    114 56 30.26596(W) AD(       ) 4
 GR1891  NAD 27      -  36 19 41.27100(N)    114 56 27.25300(W) AD(       ) 3
 GR1891
 GR1891.Superseded values are not recommended for survey control.
 GR1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1891.See file dsdata.txt to determine how the superseded data were derived.
 GR1891
 GR1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8474622307(NAD 83)
 GR1891_MARKER: 22 = AIRWAY BEACON
 GR1891
 GR1891  HISTORY     - Date     Condition        Report By
 GR1891  HISTORY     - 1947     FIRST OBSERVED   CGS
 GR1891
 GR1891                          STATION DESCRIPTION
 GR1891
 GR1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 GR1891'THE STATION IS A STANDARD ROTATING CIVIL AERONAUTICS ADMINISTRATION
 GR1891'BEACON ON THE TOP OF A FOUR-LEGGED STEEL TOWER WHICH IS ABOUT
 GR1891'25 FEET HIGH AND IS PAINTED RED AND WHITE.  THE BEACON FLASHES
 GR1891'RED AND WHITE SENDING THE CODE D IN RED.
 GR1891'
 GR1891'THE BEACON IS 16 MILES, AIRLINE, NORTHEAST OF LAS VEGAS AND
 GR1891'2 MILES SOUTHEAST OF DRY LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1900 ***********************************************************************
 GR1900  DESIGNATION -  LOS ANGELES SALT LK AWY BN 31A
 GR1900  PID         -  GR1900
 GR1900  STATE/COUNTY-  NV/CLARK
 GR1900  USGS QUAD   -  MOAPA EAST (1983)
 GR1900
 GR1900                         *CURRENT SURVEY CONTROL
 GR1900  ___________________________________________________________________
 GR1900* NAD 83(1994)-  36 41 06.71369(N)    114 31 12.10259(W)     ADJUSTED  
 GR1900* NAVD 88     -                                                        
 GR1900  ___________________________________________________________________
 GR1900  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 GR1900  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR1900
 GR1900  HORZ ORDER  -  THIRD
 GR1900
 GR1900.The horizontal coordinates were established by classical geodetic methods
 GR1900.and adjusted by the National Geodetic Survey in June 1998..
 GR1900
 GR1900
 GR1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1900
 GR1900.The geoid height was determined by GEOID03.
 GR1900
 GR1900;                    North         East     Units Scale Factor Converg.
 GR1900;SPC NV E     - 8,215,222.963   295,027.364   MT  1.00001122   +0 38 07.0
 GR1900;SPC NV E     -26,952,777.34    967,935.61   sFT  1.00001122   +0 38 07.0
 GR1900;UTM  11      - 4,062,817.261   721,584.419   MT  1.00020495   +1 28 55.9
 GR1900
 GR1900                          SUPERSEDED SURVEY CONTROL
 GR1900
 GR1900  NAD 83(1994)-  36 41 06.71325(N)    114 31 12.10075(W) AD(       ) 4
 GR1900  NAD 83(1992)-  36 41 06.71235(N)    114 31 12.10134(W) AD(       ) 4
 GR1900  NAD 83(1986)-  36 41 06.70599(N)    114 31 12.09613(W) AD(       ) 4
 GR1900  NAD 27      -  36 41 06.79900(N)    114 31 09.15300(W) AD(       ) 3
 GR1900
 GR1900.Superseded values are not recommended for survey control.
 GR1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1900.See file dsdata.txt to determine how the superseded data were derived.
 GR1900
 GR1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2158462817(NAD 83)
 GR1900_MARKER: 53 = ELEVATED TANK
 GR1900
 GR1900  HISTORY     - Date     Condition        Report By
 GR1900  HISTORY     - 1944     FIRST OBSERVED   CGS
 GR1900  HISTORY     - 1954     GOOD             CGS
 GR1900  HISTORY     - 1957     GOOD             CGS
 GR1900  HISTORY     - 1986     GOOD             DMA
 GR1900
 GR1900                          STATION DESCRIPTION
 GR1900
 GR1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 GR1900'BEACON IS LOCATED ABOUT 3.5 MILES (AIR LINE) NE OF GLENDALE,
 GR1900'ON THE W EDGE OF THE MORMON MESA, AND ON THE HIGHEST POINT
 GR1900'OF A SMALL KNOLL WHICH OVERLOOKS GLENDALE AND MOAPA.
 GR1900'
 GR1900'TO REACH FROM THE STANDARD SERVICE STATION IN GLENDALE, GO
 GR1900'NE ON U.S. HIGHWAY 91 FOR 4.1 MILES, TURN LEFT (N) LEAVING
 GR1900'HIGHWAY AND GO 0.1 MILE, THENCE LEFT (W) AND FOLLOW MAINTENANCE
 GR1900'ROAD TO CONCRETE AIRWAY ARROW.  FROM HERE FOLLOW FOOTPATH
 GR1900'FOR 250 YARDS TO SUMMIT OF KNOLL AND STATION.
 GR1900
 GR1900                          STATION RECOVERY (1954)
 GR1900
 GR1900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 GR1900'RECOVERED.  THE STATION WAS RECOVERED AS DESCRIBED.  THE
 GR1900'DESCRIPTION IS ADEQUATE AND COMPLETE.
 GR1900
 GR1900                          STATION RECOVERY (1957)
 GR1900
 GR1900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1900'THE STATION WAS FOUND AS DESCRIBED AND WAS FOUND TO BE SATISFACTORY.
 GR1900
 GR1900                          STATION RECOVERY (1986)
 GR1900
 GR1900'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (JBS)
 GR1900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0315 ***********************************************************************
 HP0315  DESIGNATION -  LOS ANGELES SALT LK AWY BN 34
 HP0315  PID         -  HP0315
 HP0315  STATE/COUNTY-  NV/LINCOLN
 HP0315  USGS QUAD   -  TERRY BENCHES (1980)
 HP0315
 HP0315                         *CURRENT SURVEY CONTROL
 HP0315  ___________________________________________________________________
 HP0315* NAD 83(1994)-  37 05 00.31623(N)    114 06 52.44220(W)     ADJUSTED  
 HP0315* NAVD 88     -                                                        
 HP0315  ___________________________________________________________________
 HP0315  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 HP0315  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 HP0315
 HP0315  HORZ ORDER  -  THIRD
 HP0315
 HP0315.The horizontal coordinates were established by classical geodetic methods
 HP0315.and adjusted by the National Geodetic Survey in June 1998..
 HP0315
 HP0315
 HP0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0315
 HP0315.The geoid height was determined by GEOID03.
 HP0315
 HP0315;                    North         East     Units Scale Factor Converg.
 HP0315;SPC NV E     - 8,259,894.073   330,585.239   MT  1.00011000   +0 53 08.7
 HP0315;SPC NV E     -27,099,335.80  1,084,595.07   sFT  1.00011000   +0 53 08.7
 HP0315;SPC UT S     - 3,049,502.758   267,551.842   MT  1.00002552   -1 36 06.9
 HP0315;UTM  11      - 4,108,022.709   756,483.554   MT  1.00041046   +1 44 26.9
 HP0315
 HP0315                          SUPERSEDED SURVEY CONTROL
 HP0315
 HP0315  NAD 83(1994)-  37 05 00.31620(N)    114 06 52.44212(W) AD(       ) 4
 HP0315  NAD 83(1992)-  37 05 00.31549(N)    114 06 52.44206(W) AD(       ) 4
 HP0315  NAD 83(1986)-  37 05 00.31077(N)    114 06 52.44146(W) AD(       ) 4
 HP0315  NAD 27      -  37 05 00.43300(N)    114 06 49.56400(W) AD(       ) 3
 HP0315
 HP0315.Superseded values are not recommended for survey control.
 HP0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0315.See file dsdata.txt to determine how the superseded data were derived.
 HP0315
 HP0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB5648408023(NAD 83)
 HP0315_MARKER: 22 = AIRWAY BEACON
 HP0315
 HP0315  HISTORY     - Date     Condition        Report By
 HP0315  HISTORY     - 1944     FIRST OBSERVED   CGS
 HP0315  HISTORY     - 1953     GOOD             CGS
 HP0315
 HP0315                          STATION DESCRIPTION
 HP0315
 HP0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0315'BEACON IS LOCATED ABOUT 20 MILES (AIR LINE) N OF MESQUITE,
 HP0315'ABOUT 4.0 MILES W OF THE NEVADA-UTAH STATE LINE, ON THE HIGHEST
 HP0315'POINT OF A ROCKY SEMICIRCULAR RIDGE WHICH IS THE FIRST GROUP
 HP0315'OF HILLS W OF BEAVER DAM WASH.
 HP0315'
 HP0315'TO REACH FROM THE STANDARD SERVICE STATION IN GLENDALE, GO
 HP0315'NE ON U.S. HIGHWAY 91 FOR 13.5 MILES TO JUNCTION OF DIRT ROAD
 HP0315'TO CARP, TURN LEFT AND FOLLOW DIRT ROAD N FOR 3.8 MILES TO
 HP0315'TRANSCONTINENTAL TELEPHONE LINE.  TURN RIGHT AND GO NE ALONG
 HP0315'LINE KEEPING TO MAIN BLADED ROAD FOR 25.5 MILES TO ROAD FORKS
 HP0315'IN A LARGE WASH.  TURN LEFT OUT OF WASH AND BACK ALONG POLE
 HP0315'LINE FOR 3.6 MILES TO FORKS.  TAKE LEFT FORK AND GO N FOR
 HP0315'2.8 MILES TO HOUSE FOR MOTORS OF BEACON POWER PLANT.  FROM
 HP0315'HERE CLIMB NW ALONG ROUGH TRAIL TO SUMMIT AND BEACON.
 HP0315
 HP0315                          STATION RECOVERY (1953)
 HP0315
 HP0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LGT)
 HP0315'THE STATION WAS RECOVERED AND IN GOOD CONDITION.  ADDITIONAL
 HP0315'INFORMATION AND A NEW ROUTE TO THE STATION IS CONTAINED IN
 HP0315'THE FOLLOWING COMPLETE DESCRIPTION.
 HP0315'
 HP0315'THE STATION IS ABOUT 30 MILES WEST OF ST. GEORGE, UTAH, 20
 HP0315'MILES NORTH OF MESQUITE, NEVADA, 17 MILES NORTHWEST OF LITTLEFIELD,
 HP0315'ARIZONA AND 4 MILES WEST OF THE NEVADA-ARIZONA STATE LINE.
 HP0315'IT IS ON THE SUMMIT OF A LOW, RUGGED, LIMESTONE PEAK THAT
 HP0315'LIES AT THE EAST EDGE OF A SMALL RANGE OF HILLS.  THE PEAK
 HP0315'OVERLOOKS THE MESA TO THE EAST AND IS ABOUT 1 MILE EAST OF
 HP0315'THE HIGHER PEAKS TO THE WEST.
 HP0315'
 HP0315'THE STATION IS THE WHITE, REVOLVING LIGHT (CENTER) OF AIRWAY
 HP0315'BEACON 34 (MILFORD-MORMON MESA BEAM).  THE BEACON IS PAINTED
 HP0315'IN RED AND WHITE SECTIONS AND IS 55 FEET HIGH.  FIXED RED
 HP0315'LIGHTS THAT FLASH THE LETTER H IN MORSE CODE ARE ON THE
 HP0315'NORTHEAST AND SOUTHWEST SIDES OF THE PLATFORM AND ABOUT 4
 HP0315'FEET LOWER THAN THE REVOLVING LIGHT.
 HP0315'
 HP0315'TO REACH THE STATION FROM BEAVER DAM LODGE, ARIZONA GO SOUTH
 HP0315'ON U.S. HIGHWAY 91 FOR 0.2 MILE TO THE JUNCTION WITH THE ROAD
 HP0315'TO LITTLEFIELD.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.45 MILE
 HP0315'TO A BLADED, DIRT ROAD ON THE RIGHT.  TURN RIGHT, WEST,
 HP0315'AND GO 4.6 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 HP0315'NORTHERLY ON THE MAIN TRAVELED ROAD FOR 14.3 MILES TO A ROAD
 HP0315'INTERSECTION.  TURN RIGHT, NORTHEAST, AND CONTINUE ON THE
 HP0315'ROAD ALONG THE TELEPHONE LINE FOR 1.45 MILES TO A FORK (DOUBLE
 HP0315'POLE 107 ON RIGHT).  TURN LEFT AND CONTINUE NORTHWEST FOR
 HP0315'2.8 MILES TO THE END OF THE ROAD AT THE BASE OF THE STATION
 HP0315'PEAK.  FROM THE END OF THE ROAD FOLLOW THE TRAIL NORTHWEST
 HP0315'UP THE DRAW FOR 1/2 MILE TO THE BEACON, A 600 FOOT CLIMB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0534 ***********************************************************************
 JQ0534  DESIGNATION -  LOTHROP
 JQ0534  PID         -  JQ0534
 JQ0534  STATE/COUNTY-  NV/NYE
 JQ0534  USGS QUAD   -  TONOPAH (1982)
 JQ0534
 JQ0534                         *CURRENT SURVEY CONTROL
 JQ0534  ___________________________________________________________________
 JQ0534* NAD 83(1994)-  38 01 38.76116(N)    117 10 08.86335(W)     ADJUSTED  
 JQ0534* NAVD 88     -      1866.     (meters)    6122.     (feet)  SCALED    
 JQ0534  ___________________________________________________________________
 JQ0534  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 JQ0534  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 JQ0534
 JQ0534  HORZ ORDER  -  THIRD
 JQ0534
 JQ0534.The horizontal coordinates were established by classical geodetic methods
 JQ0534.and adjusted by the National Geodetic Survey in June 1998..
 JQ0534
 JQ0534.The orthometric height was scaled from a topographic map.
 JQ0534
 JQ0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0534
 JQ0534.The geoid height was determined by GEOID03.
 JQ0534
 JQ0534;                    North         East     Units Scale Factor Converg.
 JQ0534;SPC NV C     - 6,363,767.524   455,888.242   MT  0.99992396   -0 18 34.3
 JQ0534;SPC NV C     -20,878,460.62  1,495,693.34   sFT  0.99992396   -0 18 34.3
 JQ0534;SPC NV W     - 4,364,592.407   924,157.439   MT  1.00008980   +0 52 16.7
 JQ0534;SPC NV W     -14,319,500.26  3,032,006.53   sFT  1.00008980   +0 52 16.7
 JQ0534;UTM  11      - 4,208,872.344   485,156.479   MT  0.99960271   -0 06 15.1
 JQ0534
 JQ0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0534!SPC NV C     -   0.99971119  x   0.99992396  =   0.99963517
 JQ0534!SPC NV W     -   0.99971119  x   1.00008980  =   0.99980096
 JQ0534!UTM  11      -   0.99971119  x   0.99960271  =   0.99931401
 JQ0534
 JQ0534:                Primary Azimuth Mark                     Grid Az
 JQ0534:SPC NV C     -  RALSTON                                  130 18 57.8
 JQ0534:SPC NV W     -  RALSTON                                  129 08 06.8
 JQ0534:UTM  11      -  RALSTON                                  130 06 38.6
 JQ0534
 JQ0534|---------------------------------------------------------------------|
 JQ0534| PID    Reference Object                     Distance      Geod. Az  |
 JQ0534|                                                           dddmmss.s |
 JQ0534| JQ0529 RALSTON                             APPROX. 2.9 KM 1300023.5 |
 JQ0534|---------------------------------------------------------------------|
 JQ0534
 JQ0534                          SUPERSEDED SURVEY CONTROL
 JQ0534
 JQ0534  NAD 83(1986)-  38 01 38.75677(N)    117 10 08.86752(W) AD(       ) 3
 JQ0534  NAD 27      -  38 01 38.99000(N)    117 10 05.57500(W) AD(       ) 3
 JQ0534
 JQ0534.Superseded values are not recommended for survey control.
 JQ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0534.See file dsdata.txt to determine how the superseded data were derived.
 JQ0534
 JQ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC8515608872(NAD 83)
 JQ0534_MARKER: H = DRILL HOLE
 JQ0534_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0534_SP_SET: SET IN BEDROCK
 JQ0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0534+STABILITY: POSITION/ELEVATION WELL
 JQ0534
 JQ0534  HISTORY     - Date     Condition        Report By
 JQ0534  HISTORY     - 1902     MONUMENTED       CGS
 JQ0534  HISTORY     - 1952     GOOD             AMS
 JQ0534
 JQ0534                          STATION DESCRIPTION
 JQ0534
 JQ0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (CHS)
 JQ0534'ABOUT 4 MILES SOUTHEAST OF THE TOWN OF TONOPAH, AT THE EDGE
 JQ0534'OF THE RALSTON DESERT ON THE EAST SIDE OF THE SAN ANTONIO
 JQ0534'RANGE, ON A BLACK SUMMIT SOUTHWEST OF THE WAGON ROAD.  THE
 JQ0534'STATION IS MARKED BY A DRILL HOLE IN A FAST ROCK OVER WHICH
 JQ0534'IS A PILE OF ROCKS ABOUT THE BASE OF THE SIGNAL POLE.
 JQ0534
 JQ0534                          STATION RECOVERY (1952)
 JQ0534
 JQ0534'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 JQ0534'STATION WAS RECOVERED IN GOOD CONDITION.
 JQ0534'
 JQ0534'NO REFERENCE MARKS WERE DESCRIBED FOR THIS STATION.
 JQ0534'
 JQ0534'THE STATION IS LOCATED ON THE CENTRAL AND HIGHEST OF THREE
 JQ0534'TOPS ON A BLACK TOPPED SUMMIT.  92 FEET SOUTH OF A SADDLE.
 JQ0534'8 FEET WEST OF A SHEER DROP.  56 FEET NNE OF A SADDLE.  92
 JQ0534'FEET NNE OF A ROCKY TOP.  69 FEET NE OF AN OUTCROPPING ROCK
 JQ0534'LEDGE.
 JQ0534'
 JQ0534'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO SOUTH ON
 JQ0534'U.S. HIGHWAY 95 FOR 0.9 MILE TO A TRACK ROAD LEFT JUST SOUTH
 JQ0534'OF AN AUTO JUNK YARD.  TURN LEFT AND GO SE ON THE MAIN TRAVELED
 JQ0534'ROAD THROUGH THE JUNK YARDS FOR 0.75 MILE TO A ROAD FORK.  GO
 JQ0534'ON LEFT FORK (SE) ON THE MAIN TRAVELED ROAD TOWARD A PASS FOR
 JQ0534'3.2 MILES TO A POINT AT THE BASE OF A LARGE HILL ON THE RIGHT.
 JQ0534'HERE LEAVE THE ROAD AND PACK SOUTH TO THE HIGHEST POINT ON THE
 JQ0534'HILL AND THE STATION SITE.
 JQ0534'
 JQ0534'THE STATION MARK IS A DRILL HOLE, 3/4 INCH IN DIAMETER, 2-1/2
 JQ0534'INCH DEEP, IN LARGE SOLID ROCK, FLUSH WITH THE SURROUNDING
 JQ0534'ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1658 ***********************************************************************
 KR1658  DESIGNATION -  LOUSE
 KR1658  PID         -  KR1658
 KR1658  STATE/COUNTY-  NV/WASHOE
 KR1658  USGS QUAD   -  STEAMBOAT (1994)
 KR1658
 KR1658                         *CURRENT SURVEY CONTROL
 KR1658  ___________________________________________________________________
 KR1658* NAD 83(1994)-  39 24 35.36346(N)    119 39 52.26173(W)     ADJUSTED  
 KR1658* NAVD 88     -      2092.6    (meters)    6865.     (feet)  VERTCON   
 KR1658  ___________________________________________________________________
 KR1658  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 KR1658  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR1658
 KR1658  HORZ ORDER  -  FIRST
 KR1658
 KR1658.The horizontal coordinates were established by classical geodetic methods
 KR1658.and adjusted by the National Geodetic Survey in June 1998..
 KR1658
 KR1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1658
 KR1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1658
 KR1658.The geoid height was determined by GEOID03.
 KR1658
 KR1658;                    North         East     Units Scale Factor Converg.
 KR1658;SPC NV W     - 4,517,650.017   706,891.854   MT  1.00000670   -0 41 11.2
 KR1658;SPC NV W     -14,821,656.76  2,319,194.36   sFT  1.00000670   -0 41 11.2
 KR1658;UTM  11      - 4,365,644.531   270,595.481   MT  1.00024800   -1 41 32.4
 KR1658
 KR1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1658!SPC NV W     -   0.99967557  x   1.00000670  =   0.99968227
 KR1658!UTM  11      -   0.99967557  x   1.00024800  =   0.99992349
 KR1658
 KR1658|---------------------------------------------------------------------|
 KR1658| PID    Reference Object                     Distance      Geod. Az  |
 KR1658|                                                           dddmmss.s |
 KR1658| DB8146 LOUSE RM 1                            8.470 METERS 10809     |
 KR1658| DB8147 LOUSE RM 2                            9.476 METERS 19104     |
 KR1658| DB8145 LOUSE AZ MK                                        1945641.4 |
 KR1658| KR1736 HUNGRY CAIRN                        APPROX.42.6 KM 3573704.8 |
 KR1658|---------------------------------------------------------------------|
 KR1658
 KR1658                          SUPERSEDED SURVEY CONTROL
 KR1658
 KR1658  NAD 83(1992)-  39 24 35.36780(N)    119 39 52.25404(W) AD(       ) 1
 KR1658  NAD 83(1986)-  39 24 35.36709(N)    119 39 52.24214(W) AD(       ) 1
 KR1658  NAD 27      -  39 24 35.68100(N)    119 39 48.58000(W) AD(       ) 1
 KR1658  NGVD 29 (07/19/86) 2091.5    (m)         6862.     (f) VERT ANG       
 KR1658
 KR1658.Superseded values are not recommended for survey control.
 KR1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1658.See file dsdata.txt to determine how the superseded data were derived.
 KR1658
 KR1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7059565645(NAD 83)
 KR1658_MARKER: DS = TRIANGULATION STATION DISK
 KR1658_SETTING: 66 = SET IN ROCK OUTCROP
 KR1658
 KR1658  HISTORY     - Date     Condition        Report By
 KR1658  HISTORY     - 1946     MONUMENTED       CGS
 KR1658  HISTORY     - 1949     GOOD             USGS
 KR1658  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KR1658  HISTORY     - 1967     GOOD             USGS
 KR1658  HISTORY     - 1967     GOOD             USGS
 KR1658
 KR1658                          STATION DESCRIPTION
 KR1658
 KR1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 KR1658'THE STATION IS LOCATED ON THE SUMMIT OF THE NORTHERN AND
 KR1658'HIGHEST ONE OF TWO PEAKS OF A DOUBLE- PEAKED MOUNTAIN WHICH IS
 KR1658'12 MILES, AIRLINE, SOUTHEAST OF RENO AND 5 MILES EAST OF U.S.
 KR1658'HIGHWAY NO. 395.  THIS IS THE HIGHEST POINT IN THE VICINITY.
 KR1658'
 KR1658'THE STATION MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 KR1658'IN BEDROCK AND IS FLUSH WITH THE GROUND.  IT IS STAMPED LOUSE
 KR1658'1946.
 KR1658'
 KR1658'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL
 KR1658'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 FEET AND
 KR1658'IS 1 FOOT LOWER THAN THE STATION MARK.  IT IS STAMPED LOUSE
 KR1658'NO 1 1946.
 KR1658'
 KR1658'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN A DRILL
 KR1658'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 FEET AND
 KR1658'IS 6 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED LOUSE
 KR1658'NO 2 1946.
 KR1658'
 KR1658'THE AZIMUTH MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 KR1658'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6 FEET ABOVE THE
 KR1658'SURROUNDING AREA.  IT IS ON THE FIRST PROMINENT POINT 0.3 MILE
 KR1658'SOUTH OF THE STATION.  IT IS STAMPED LOUSE 1946.
 KR1658'
 KR1658'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 KR1658'395 AND STATE HIGHWAY NO. 17 GO SOUTH AND EAST ON STATE HIGHWAY
 KR1658'NO. 17 TOWARD VIRGINIA CITY FOR 7.9 MILE TO A DIRT ROAD LEFT
 KR1658'JUST BEFORE ARRIVING AT A SIGN DESIGNATING A COUNTY LINE.  TURN
 KR1658'LEFT AND TAKE THE MAIN TRAVELED ROAD NORTHERLY 1.6 MILE TO
 KR1658'FORKS.  TAKE THE LEFT FORK AND GO 0.6 MILE TO FORKS.  TAKE
 KR1658'THE RIGHT FORK AND GO 0.4 MILE TO FORKS.  TURN SHARP LEFT JUST
 KR1658'BEYOND A WASH CROSSING AND FOLLOW A DIM TRACK ROAD FOR 0.5
 KR1658'MILE TO A POINT WHERE ROAD STARTS TO DROP INTO DRAW.  TURN
 KR1658'RIGHT AND GO NORTHEASTERLY UP RIDGE FOR 0.15 MILE TO THE END OF
 KR1658'TRUCK TRAVEL.  FROM HERE PACK UP RIDGE TO TOP THENCE NORTH
 KR1658'ALONG THE TOP TO THE HIGHEST POINT AND STATION.  A 40
 KR1658'MINUTE PACK.
 KR1658
 KR1658                          STATION RECOVERY (1949)
 KR1658
 KR1658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 KR1658'RECOVERED AS DESCRIBED BY NGS IN 1946 IN DESCRIPTION LIST 39 119
 KR1658'3, STATION 1032.  ALL MARKS IN GOOD CONDITION.
 KR1658
 KR1658                          STATION RECOVERY (1951)
 KR1658
 KR1658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1658'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 KR1658'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 KR1658'
 KR1658'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF RENO ON
 KR1658'A ROCKY AND SPARSELY WOODED PEAK.  THE PEAK IS ON THE STOREY-WASHOE
 KR1658'COUNTY LINE JUST WEST OF LOUSETOWN CREEK.
 KR1658'
 KR1658'TO REACH THE STATION FROM THE POST OFFICE IN VIRGINIA CITY,
 KR1658'GO NORTHERLY ON STATE HIGHWAY 17 FOR 5.75 MILES TO A DIRT ROAD
 KR1658'RIGHT AT COUNTY LINE.  TURN RIGHT, GO EAST AND NORTH 2.2 MILES
 KR1658'TO A ROAD SHARP LEFT.  CONTINUE STRAIGHT AHEAD 0.4 MILE TO A
 KR1658'ROAD SHARP LEFT JUST AFTER CROSSING A WASH.  TURN LEFT, GO 0.5
 KR1658'MILE TO THE TOP OF A RIDGE.  TURN RIGHT OFF ROAD AND GO UP
 KR1658'RIDGE EASTERLY 0.3 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 KR1658'WALK EASTERLY UP RIDGE THEN NORTH TO HIGHEST POINT OF THE PEAK
 KR1658'AND STATION.  A 40-MINUTE PACK.
 KR1658'
 KR1658'THE STATION MARK IS A STANDARD DISK SET IN BEDROCK AS DESCRIBED
 KR1658'BY NOTE 2.  IT PROJECTS ABOUT 6 INCHES AND IS STAMPED LOUSE 1946.
 KR1658'
 KR1658'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN BEDROCK AS
 KR1658'DESCRIBED BY NOTE 12A.  IT PROJECTS ABOUT 18 INCHES, IS ABOUT
 KR1658'3 FEET LOWER THAN THE STATION MARK AND IS STAMPED LOUSE NO
 KR1658'1 1946.
 KR1658'
 KR1658'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN BEDROCK AS
 KR1658'DESCRIBED BY NOTE 12A.  IT PROJECTS ABOUT 2 FEET, IS ABOUT 6
 KR1658'FEET LOWER THAN THE STATION MARK AND IS STAMPED LOUSE NO 2 1946.
 KR1658'
 KR1658'THE AZIMUTH MARK IS A STANDARD DISK SET IN BEDROCK AS DESCRIBED
 KR1658'BY NOTE 17A.  IT IS STAMPED LOUSE 1946.  IT IS SET ON THE HIGHEST
 KR1658'POINT OF A LOW PEAK 0.3 MILE SOUTH OF THE STATION.
 KR1658
 KR1658                          STATION RECOVERY (1967)
 KR1658
 KR1658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1658'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 KR1658
 KR1658                          STATION RECOVERY (1967)
 KR1658
 KR1658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1658'STATION MARK--STANDARD DISC STAMPED---LOUSE 1946---CEMENTED IN A DRILL
 KR1658'HOLE IN BEDROCK AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0581 ***********************************************************************
 LS0581  DESIGNATION -  LOVELOCK
 LS0581  PID         -  LS0581
 LS0581  STATE/COUNTY-  NV/PERSHING
 LS0581  USGS QUAD   -  LOVELOCK (1987)
 LS0581
 LS0581                         *CURRENT SURVEY CONTROL
 LS0581  ___________________________________________________________________
 LS0581* NAD 83(1994)-  40 10 50.76812(N)    118 28 35.06385(W)     ADJUSTED  
 LS0581* NAVD 88     -      1213.     (meters)    3980.     (feet)  SCALED    
 LS0581  ___________________________________________________________________
 LS0581  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 LS0581  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 LS0581
 LS0581  HORZ ORDER  -  SECOND
 LS0581
 LS0581.The horizontal coordinates were established by classical geodetic methods
 LS0581.and adjusted by the National Geodetic Survey in June 1998..
 LS0581
 LS0581.The orthometric height was scaled from a topographic map.
 LS0581
 LS0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0581
 LS0581.The geoid height was determined by GEOID03.
 LS0581
 LS0581;                    North         East     Units Scale Factor Converg.
 LS0581;SPC NV W     - 4,602,687.834   809,105.851   MT  0.99990102   +0 04 08.4
 LS0581;SPC NV W     -15,100,651.67  2,654,541.45   sFT  0.99990102   +0 04 08.4
 LS0581;UTM  11      - 4,448,866.122   374,304.966   MT  0.99979449   -0 57 09.7
 LS0581
 LS0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0581!SPC NV W     -   0.99981334  x   0.99990102  =   0.99971438
 LS0581!UTM  11      -   0.99981334  x   0.99979449  =   0.99960787
 LS0581
 LS0581                          SUPERSEDED SURVEY CONTROL
 LS0581
 LS0581  NAD 83(1986)-  40 10 50.77578(N)    118 28 35.05876(W) AD(       ) 2
 LS0581  NAD 27      -  40 10 51.10000(N)    118 28 31.53000(W) AD(       ) 2
 LS0581
 LS0581.Superseded values are not recommended for survey control.
 LS0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0581.See file dsdata.txt to determine how the superseded data were derived.
 LS0581
 LS0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE7430548866(NAD 83)
 LS0581
 LS0581  HISTORY     - Date     Condition        Report By
 LS0581  HISTORY     - 1935     FIRST OBSERVED   CGS
 LS0581
 LS0581                          STATION DESCRIPTION
 LS0581
 LS0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 LS0581'STATION IS ON PERSHING COUNTY COURTHOUSE ROOF, FRONT RAIL, 12 FEET
 LS0581'S OF FLAG POLE, 13.16 FEET FROM THE S OUTSIDE CORNER, 19.275
 LS0581'FEET FROM THE SW INSIDE CORNER, AND 38.95 FEET FROM THE NW
 LS0581'INSIDE CORNER OF THE BUILDING.
 LS0581'
 LS0581'NO REFERENCE MARKS AND NO AZIMUTH MARK.
 LS0581'
 LS0581'THIS STATION UNOCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0584 ***********************************************************************
 LS0584  DESIGNATION -  LOVELOCK COURTHOUSE DOME
 LS0584  PID         -  LS0584
 LS0584  STATE/COUNTY-  NV/PERSHING
 LS0584  USGS QUAD   -  LOVELOCK (1987)
 LS0584
 LS0584                         *CURRENT SURVEY CONTROL
 LS0584  ___________________________________________________________________
 LS0584* NAD 83(1994)-  40 10 51.11001(N)    118 28 35.56732(W)     ADJUSTED  
 LS0584* NAVD 88     -                                                        
 LS0584  ___________________________________________________________________
 LS0584  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 LS0584  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 LS0584
 LS0584  HORZ ORDER  -  THIRD
 LS0584
 LS0584.The horizontal coordinates were established by classical geodetic methods
 LS0584.and adjusted by the National Geodetic Survey in June 1998..
 LS0584
 LS0584
 LS0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0584
 LS0584.The geoid height was determined by GEOID03.
 LS0584
 LS0584;                    North         East     Units Scale Factor Converg.
 LS0584;SPC NV W     - 4,602,698.363   809,093.929   MT  0.99990102   +0 04 08.0
 LS0584;SPC NV W     -15,100,686.21  2,654,502.33   sFT  0.99990102   +0 04 08.0
 LS0584;UTM  11      - 4,448,876.861   374,293.235   MT  0.99979453   -0 57 10.1
 LS0584
 LS0584                          SUPERSEDED SURVEY CONTROL
 LS0584
 LS0584  NAD 83(1986)-  40 10 51.11655(N)    118 28 35.56307(W) AD(       ) 4
 LS0584  NAD 27      -  40 10 51.44300(N)    118 28 32.03100(W) AD(       ) 3
 LS0584
 LS0584.Superseded values are not recommended for survey control.
 LS0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0584.See file dsdata.txt to determine how the superseded data were derived.
 LS0584
 LS0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE7429348877(NAD 83)
 LS0584_MARKER: 87 = DOME
 LS0584
 LS0584  HISTORY     - Date     Condition        Report By
 LS0584  HISTORY     - 1935     FIRST OBSERVED   CGS
 LS0584
 LS0584                          STATION DESCRIPTION
 LS0584
 LS0584'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0580 ***********************************************************************
 LS0580  DESIGNATION -  LOVELOCK MUNICIPAL TANK
 LS0580  PID         -  LS0580
 LS0580  STATE/COUNTY-  NV/PERSHING
 LS0580  USGS QUAD   -  LOVELOCK (1987)
 LS0580
 LS0580                         *CURRENT SURVEY CONTROL
 LS0580  ___________________________________________________________________
 LS0580* NAD 83(1994)-  40 10 43.21495(N)    118 28 19.08457(W)     ADJUSTED  
 LS0580* NAVD 88     -                                                        
 LS0580  ___________________________________________________________________
 LS0580  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 LS0580  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 LS0580
 LS0580  HORZ ORDER  -  THIRD
 LS0580
 LS0580.The horizontal coordinates were established by classical geodetic methods
 LS0580.and adjusted by the National Geodetic Survey in June 1998..
 LS0580
 LS0580
 LS0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0580
 LS0580.The geoid height was determined by GEOID03.
 LS0580
 LS0580;                    North         East     Units Scale Factor Converg.
 LS0580;SPC NV W     - 4,602,455.352   809,484.141   MT  0.99990111   +0 04 18.7
 LS0580;SPC NV W     -15,099,888.93  2,655,782.55   sFT  0.99990111   +0 04 18.7
 LS0580;UTM  11      - 4,448,626.958   374,679.010   MT  0.99979333   -0 56 59.3
 LS0580
 LS0580                          SUPERSEDED SURVEY CONTROL
 LS0580
 LS0580  NAD 83(1986)-  40 10 43.22152(N)    118 28 19.07962(W) AD(       ) 4
 LS0580  NAD 27      -  40 10 43.55200(N)    118 28 15.55300(W) AD(       ) 3
 LS0580
 LS0580.Superseded values are not recommended for survey control.
 LS0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0580.See file dsdata.txt to determine how the superseded data were derived.
 LS0580
 LS0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE7467948627(NAD 83)
 LS0580_MARKER: 53 = ELEVATED TANK
 LS0580
 LS0580  HISTORY     - Date     Condition        Report By
 LS0580  HISTORY     - 1944     FIRST OBSERVED   CGS
 LS0580  HISTORY     - 1958     GOOD             CGS
 LS0580
 LS0580                          STATION DESCRIPTION
 LS0580
 LS0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 LS0580'TANK IS LOCATED IN THE CITY OF LOVELOCK, 1 BLOCK E OF THE
 LS0580'RAILROAD FROM THE COURTHOUSE, ABOUT 150 FEET SE OF T-INTERSECTION,
 LS0580'105 FEET E OF CENTER LINE OF STREET, 35 FEET N OF CENTER LINE
 LS0580'OF ALLEY, AND 30 FEET E OF THE SE CORNER OF THE CITY GARAGE.
 LS0580'TANK ON STRUCTURAL-STEEL TOWER IS 90 FEET HIGH AND IS PAINTED
 LS0580'ALUMINUM.  CITY OF LOVELOCK IS PAINTED ON THE TANK.
 LS0580
 LS0580                          STATION RECOVERY (1958)
 LS0580
 LS0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ILC)
 LS0580'STATION IS LOCATED IN THE CITY OF LOVELOCK, 1 BLOCK EAST OF
 LS0580'THE RAILROAD TRACKS, 150 FEET SOUTHEAST OF A T INTERSECTION,
 LS0580'105 FEET EAST OF THE CENTERLINE OF THE MAIN STREET, 35 FEET
 LS0580'NORTH OF THE CENTERLINE OF AN ALLEY AND 30 FEET EAST OF THE
 LS0580'SOUTHEAST CORNER OF THE CITY GARAGE.
 LS0580'
 LS0580'THE TANK SITS ON A STRUCTURAL STEEL TOWER, IS 90 FEET HIGH
 LS0580'AND PAINTED ALUMINUM.  CITY OF LOVELOCK IS PAINTED ON THE TANK.
 LS0580'
 LS0580'THE CENTER OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0583 ***********************************************************************
 LS0583  DESIGNATION -  LOVELOCK NORTH BASE
 LS0583  PID         -  LS0583
 LS0583  STATE/COUNTY-  NV/PERSHING
 LS0583  USGS QUAD   -  LOVELOCK (1987)
 LS0583
 LS0583                         *CURRENT SURVEY CONTROL
 LS0583  ___________________________________________________________________
 LS0583* NAD 83(1994)-  40 10 04.75608(N)    118 28 35.42808(W)     ADJUSTED  
 LS0583* NAVD 88     -      1210.78   (+/-2cm)    3972.4    (feet)  VERTCON   
 LS0583  ___________________________________________________________________
 LS0583  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 LS0583  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 LS0583
 LS0583  HORZ ORDER  -  FIRST
 LS0583  VERT ORDER  -  THIRD ? (See Below)
 LS0583
 LS0583.The horizontal coordinates were established by classical geodetic methods
 LS0583.and adjusted by the National Geodetic Survey in June 1998..
 LS0583
 LS0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0583.The vertical order pertains to the NGVD 29 superseded value.
 LS0583
 LS0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0583
 LS0583.The geoid height was determined by GEOID03.
 LS0583
 LS0583;                    North         East     Units Scale Factor Converg.
 LS0583;SPC NV W     - 4,601,268.775   809,098.942   MT  0.99990102   +0 04 08.1
 LS0583;SPC NV W     -15,095,995.97  2,654,518.78   sFT  0.99990102   +0 04 08.1
 LS0583;UTM  11      - 4,447,447.563   374,272.762   MT  0.99979459   -0 57 09.1
 LS0583
 LS0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0583!SPC NV W     -   0.99981369  x   0.99990102  =   0.99971473
 LS0583!UTM  11      -   0.99981369  x   0.99979459  =   0.99960832
 LS0583
 LS0583:                Primary Azimuth Mark                     Grid Az
 LS0583:SPC NV W     -  LOVELOCK MUNICIPAL TANK                  017 59 06.0
 LS0583:UTM  11      -  LOVELOCK MUNICIPAL TANK                  019 00 23.2
 LS0583
 LS0583|---------------------------------------------------------------------|
 LS0583| PID    Reference Object                     Distance      Geod. Az  |
 LS0583|                                                           dddmmss.s |
 LS0583| LS0580 LOVELOCK MUNICIPAL TANK             APPROX. 1.2 KM 0180314.1 |
 LS0583| LS0582 LETTER L ON HILLSIDE                APPROX. 7.5 KM 0712554.8 |
 LS0583| DB8149 LOVELOCK NORTH BASE RM 1             12.753 METERS 07127     |
 LS0583| LS0574 GYPSUM                              APPROX.10.6 KM 0780817.3 |
 LS0583| LS0588 LOVELOCK NORTH BASE 2                 3.452 METERS 12300     |
 LS0583| DB8150 LOVELOCK NORTH BASE AZ MK                          1792419.9 |
 LS0583| LS0586 RAILROAD WTR TK S OF LOVELOCK       APPROX. 1.0 KM 2340506.8 |
 LS0583| DB8148 LOVELOCK NORTH BASE RM 2             13.444 METERS 30409     |
 LS0583| AA3802 LOVELOCK NORTH BASE 2 RM 3           20.423 METERS 33329     |
 LS0583| LS0585 LOVELOCK RAD STA KOB 893 MAST       APPROX. 1.4 KM 3580501.6 |
 LS0583|---------------------------------------------------------------------|
 LS0583
 LS0583                          SUPERSEDED SURVEY CONTROL
 LS0583
 LS0583  NAD 83(1986)-  40 10 04.76352(N)    118 28 35.42243(W) AD(       ) 1
 LS0583  NAD 27      -  40 10 05.09300(N)    118 28 31.89600(W) AD(       ) 1
 LS0583  NGVD 29 (07/19/86) 1209.84   (m)         3969.3    (f) LEVELING    3  
 LS0583
 LS0583.Superseded values are not recommended for survey control.
 LS0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0583.See file dsdata.txt to determine how the superseded data were derived.
 LS0583
 LS0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE7427347448(NAD 83)
 LS0583_MARKER: DS = TRIANGULATION STATION DISK
 LS0583_SETTING: 0 = UNSPECIFIED SETTING
 LS0583
 LS0583  HISTORY     - Date     Condition        Report By
 LS0583  HISTORY     - 1944     MONUMENTED       CGS
 LS0583  HISTORY     - 1951     GOOD             CGS
 LS0583  HISTORY     - 1957     GOOD             CGS
 LS0583  HISTORY     - 1978     GOOD             NGS
 LS0583
 LS0583                          STATION DESCRIPTION
 LS0583
 LS0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 LS0583'THE STATION IS ABOUT 1 MILE S OF LOVELOCK, ON PROPERTY OF THE
 LS0583'B AND B RANCH, W OF THE PAVED COUNTY ROAD LEADING S TOWARD
 LS0583'LOWER VALLEY.  IT IS 81 FEET W OF THE CENTER LINE OF PAVED
 LS0583'ROAD, 37 FEET S OF DIRT ROAD, 10 FEET W OF THE W SIDE OF AN
 LS0583'IRRIGATION DITCH, 15 FEET S OF FENCE, IN OPEN PASTURE LAND.
 LS0583'MARK IS STAMPED NORTH BASE 1944 AND PROJECTS ABOUT 8 INCHES.
 LS0583'
 LS0583'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 LS0583'DISKS SET IN CONCRETE.
 LS0583'
 LS0583'REFERENCE MARK 1 IS IN NE FENCE CORNER, 4 FEET E OF IRRIGATION
 LS0583'DITCH.  IT IS STAMPED NORTH BASE NO 1 1944 AND PROJECTS ABOUT
 LS0583'8 INCHES ABOVE THE GROUND.
 LS0583'
 LS0583'REFERENCE MARK 2 IS 1 FOOT S OF FENCE LINE.  IT IS STAMPED NORTH
 LS0583'BASE NO 2 1944 AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 LS0583'
 LS0583'AZIMUTH MARK IS IN THE SE CORNER OF FIELD.  IT IS 38 FEET W OF
 LS0583'THE CENTER LINE OF THE PAVED ROAD, 2 FEET W AND 2 FEET N OF THE
 LS0583'FENCE CORNER, ON THE E SIDE OF THE IRRIGATION DITCH, AND 3
 LS0583'FEET NW OF A WOODEN WITNESS POST.  IT IS STAMPED NORTH BASE
 LS0583'AND PROJECTS ABOUT 6 INCHES ABOVE GROUND.
 LS0583'
 LS0583'THE L LISTED BELOW IS PAINTED ON A HILLSIDE OVERLOOKING THE
 LS0583'TOWN OF LOVELOCK.  THE POINT OBSERVED IS THE INSIDE CORNER.
 LS0583'
 LS0583'TO REACH STATION FROM THE RAILROAD DEPOT IN LOVELOCK, CROSS
 LS0583'TO THE E SIDE OF THE TRACKS AND TURN RIGHT (S) ON STREET
 LS0583'RUNNING PARALLEL TO THE RAILROAD.  FOLLOW THIS PAVED ROAD S
 LS0583'0.8 MILE TO ROAD LEADING RIGHT AND STATION.
 LS0583'
 LS0583'HEIGHT OF LIGHT ABOVE STATION MARK - 8.0 METERS.
 LS0583
 LS0583                          STATION RECOVERY (1951)
 LS0583
 LS0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 LS0583'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED
 LS0583'IN GOOD CONDITION.
 LS0583'
 LS0583'THE STATION MARK IS 80 FEET W OF THE CENTER LINE OF THE PAVED
 LS0583'ROAD, 37-1/2 FEET S OF THE CENTER LINE OF THE GRAVEL ROAD,
 LS0583'32.3 FEET SW OF THE SW CORNER OF A BRIDGE ACROSS A DITCH,
 LS0583'44.1 FEET SE OF R.M. 2, 2.2 FEET N OF A WITNESS POST, AND ABOUT
 LS0583'LEVEL WITH THE ROADS.  IT IS A STANDARD DISK, STAMPED NORTH
 LS0583'BASE 1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LS0583'0.3 FOOT ABOVE THE GROUND.
 LS0583'
 LS0583'REFERENCE MARK 1 IS 41.9 FEET NE OF THE STATION, 45-1/2 FEET
 LS0583'SW OF THE CENTER OF THE ROAD JUNCTION, 40-1/2 FEET W OF THE
 LS0583'CENTER LINE OF THE PAVED ROAD, 21 FEET S OF THE CENTER LINE OF
 LS0583'THE GRAVEL ROAD, AND 1.0 FEET SW OF A FENCE CORNER POST.  IT
 LS0583'IS A STANDARD DISK, STAMPED NORTH BASE NO 1 AND SET IN THE TOP
 LS0583'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LS0583'
 LS0583'REFERENCE MARK 2 IS 117-1/2 FEET W OF THE CENTER LINE OF THE PAVED
 LS0583'ROAD, 77 FEET W OF R.M. 1, 60.4 FEET W OF THE SW CORNER OF A BRIDGE,
 LS0583'AND 44.1 FEET W OF THE STATION.  IT IS A STANDARD DISK, STAMPED
 LS0583'NORTH BASE NO 2 1944 AND SET IN THE TOP OF A CONCRETE POST
 LS0583'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LS0583'
 LS0583'TO REACH FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION AT
 LS0583'LOVELOCK, GO 0.85 MILE S ALONG A PAVED ROAD TO THE JUNCTION
 LS0583'OF A GRAVEL ROAD.
 LS0583'
 LS0583'THE AZIMUTH MARK IS 0.55 MILE S OF THE STATION, 39-1/2 FEET W OF
 LS0583'THE CENTER LINE OF THE PAVED ROAD, 1.7 FEET W OF A FENCE, 1.8
 LS0583'FEET N OF A FENCE LEADING W, AND 3.5 FEET NW OF A WITNESS POST.
 LS0583'IT IS A STANDARD DISK, STAMPED NORTH BASE 1944 AND SET IN THE
 LS0583'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LS0583'
 LS0583'AT LOVELOCK, ABOUT 0.85 MILE S OF THE SOUTHERN PACIFIC CO.
 LS0583'RAILROAD STATION, AT A T JUNCTION OF A PAVED ROAD AND A GRAVEL
 LS0583'ROAD LEADING W TO AN ALFALFA MILL.
 LS0583
 LS0583                          STATION RECOVERY (1957)
 LS0583
 LS0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0583'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 LS0583'RECOVERED AND IN GOOD CONDITION.
 LS0583'
 LS0583'THE STATION IS ABOUT 0.8 MILE SOUTH OF THE SOUTHERN PACIFIC
 LS0583'RAILROAD STATION IN LOVELOCK, 0.4 MILE SOUTH OF THE INTERSECTION
 LS0583'OF EAST BROADWAY STREET AND SOUTH MERIDIAN ROAD, 80-1/2 FEET
 LS0583'WEST OF THE CENTER LINE OF SOUTH MERIDIAN ROAD, NEAR THE
 LS0583'NORTHEAST CORNER OF STOCK PENS AND ON THE SOUTH SIDE OF A ROAD
 LS0583'LEADING WEST TO AN ALFALFA MILL.
 LS0583'
 LS0583'TO REACH FROM THE RAILROAD STATION IN LOVELOCK, GO SOUTH ON
 LS0583'EAST BROADWAY STREET (ON EAST SIDE OF RAILROAD TRACKS) FOR 0.4
 LS0583'MILE TO A JOG IN THE STREET AND THE INTERSECTION WITH SOUTH
 LS0583'MERIDIAN ROAD.  CONTINUE SOUTH ON SOUTH MERIDIAN ROAD FOR
 LS0583'0.4 MILE TO A T-ROAD RIGHT LEADING WEST TO AN ALFALFA MILL
 LS0583'AND STOCK PENS AND THE STATION JUST SOUTHWEST OF THIS
 LS0583'INTERSECTION.
 LS0583'
 LS0583'THE STATION, STAMPED NORTH BASE 1944, IS FLUSH
 LS0583'WITH THE GROUND.  IT IS 6-1/2 FEET WEST AND 3 FEET NORTH OF
 LS0583'THE NORTHEAST FENCE CORNER OF THE STOCK PENS.
 LS0583'
 LS0583'REFERENCE MARK 1, STAMPED NORTH BASE NO 1 1944, PROJECTS
 LS0583'ABOUT 4 INCHES.  IT IS 1 FOOT SOUTHWEST OF THE NORTHEAST FENCE
 LS0583'CORNER POST, 40 FEET WEST OF THE CENTER LINE OF SOUTH MERIDIAN
 LS0583'ROAD AND 21 FEET SOUTH OF THE CENTER OF THE ROAD LEADING WEST
 LS0583'TO THE ALFALFA MILL.
 LS0583'
 LS0583'REFERENCE MARK 2, STAMPED NORTH BASE NO 2 1944, IS 1
 LS0583'INCH BELOW THE GROUND SURFACE.  IT IS 43 FEET WEST AND 27.8
 LS0583'FEET NORTH OF THE NORTHEAST CORNER OF THE STOCK PENS AND 77
 LS0583'FEET WEST OF REFERENCE MARK 1.
 LS0583'
 LS0583'THE AZIMUTH MARK, STAMPED NORTH BASE 1944, IS AT A T-FENCE
 LS0583'CORNER, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 1-1/2 FEET NORTH
 LS0583'OF THE EAST-WEST FENCE, 40 FEET WEST OF THE CENTER LINE OF
 LS0583'SOUTH MERIDIAN ROAD AND 3 FEET NORTHWEST OF A WITNESS POST.
 LS0583
 LS0583                          STATION RECOVERY (1978)
 LS0583
 LS0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LS0583'LOVELOCK NORTH BASE 2 TRAVERSE.
 LS0583'
 LS0583'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 LS0583'CONDITION AND THE DISTANCE TO REFERENCE MARK 1 MEASURED ON THIS DATE
 LS0583'COMPARED FAVORABLY WITH THE 1957 MEASUREMENT BUT DIFFERED BY 43
 LS0583'MM. FROM THE 1944 MEASUREMENT.  THE DIRECTION TO REFERENCE MARK 1
 LS0583'MEASURED ON THIS DATE COMPARED FAVORABLY WITH THE 1944 AND 1957
 LS0583'MEASUREMENTS.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE NOT
 LS0583'FOUND AND HAVE APPARENTLY BEEN GRADED OUT OF THE GROUND.  THE
 LS0583'STATION MARK WAS IN THE WAY OF ROAD CONSTRUCTION SO A NEW
 LS0583'STATION, LOVELOCK NORTH BASE 2, WAS ESTABLISHED 11 FEET TO THE
 LS0583'EAST-SOUTHEAST, ON LINE WITH AND DIRECTLY AWAY FROM STATION
 LS0583'LOVELOCK POINT NGS 1935, AND THE LOVELOCK NORTH BASE SURFACE
 LS0583'STATION MARK WAS THEN REMOVED.
 LS0583'
 LS0583'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH OF
 LS0583'LOVELOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0588 ***********************************************************************
 LS0588  DESIGNATION -  LOVELOCK NORTH BASE 2
 LS0588  PID         -  LS0588
 LS0588  STATE/COUNTY-  NV/PERSHING
 LS0588  USGS QUAD   -  LOVELOCK (1987)
 LS0588
 LS0588                         *CURRENT SURVEY CONTROL
 LS0588  ___________________________________________________________________
 LS0588* NAD 83(1994)-  40 10 04.69512(N)    118 28 35.30574(W)     ADJUSTED  
 LS0588* NAVD 88     -      1210.83   (+/-2cm)    3972.5    (feet)  VERTCON   
 LS0588  ___________________________________________________________________
 LS0588  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 LS0588  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 LS0588
 LS0588  HORZ ORDER  -  FIRST
 LS0588  VERT ORDER  -  THIRD (See Below)
 LS0588
 LS0588.The horizontal coordinates were established by classical geodetic methods
 LS0588.and adjusted by the National Geodetic Survey in June 1998..
 LS0588
 LS0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0588.The vertical order pertains to the NGVD 29 superseded value.
 LS0588
 LS0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0588
 LS0588.The geoid height was determined by GEOID03.
 LS0588
 LS0588;                    North         East     Units Scale Factor Converg.
 LS0588;SPC NV W     - 4,601,266.898   809,101.839   MT  0.99990102   +0 04 08.1
 LS0588;SPC NV W     -15,095,989.81  2,654,528.28   sFT  0.99990102   +0 04 08.1
 LS0588;UTM  11      - 4,447,445.635   374,275.624   MT  0.99979458   -0 57 09.0
 LS0588
 LS0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0588!SPC NV W     -   0.99981368  x   0.99990102  =   0.99971472
 LS0588!UTM  11      -   0.99981368  x   0.99979458  =   0.99960830
 LS0588
 LS0588:                Primary Azimuth Mark                     Grid Az
 LS0588:SPC NV W     -  LOVELOCK NORTH BASE 2 AZ MK              003 25 57.8
 LS0588:UTM  11      -  LOVELOCK NORTH BASE 2 AZ MK              004 27 14.9
 LS0588
 LS0588|---------------------------------------------------------------------|
 LS0588| PID    Reference Object                     Distance      Geod. Az  |
 LS0588|                                                           dddmmss.s |
 LS0588| AA3803 LOVELOCK NORTH BASE 2 AZ MK                        0033005.9 |
 LS0588| DB8149 LOVELOCK NORTH BASE RM 1             10.946 METERS 05709     |
 LS0588| LS0583 LOVELOCK NORTH BASE                   3.452 METERS 30300     |
 LS0588| AA3802 LOVELOCK NORTH BASE 2 RM 3           11.326 METERS 32913     |
 LS0588|---------------------------------------------------------------------|
 LS0588
 LS0588                          SUPERSEDED SURVEY CONTROL
 LS0588
 LS0588  NAD 83(1986)-  40 10 04.70255(N)    118 28 35.30009(W) AD(       ) 1
 LS0588  NAD 27      -  40 10 05.03203(N)    118 28 31.77366(W) AD(       ) 1
 LS0588  NGVD 29 (07/31/00) 1209.89   (m)         3969.4    (f) RESET       3  
 LS0588
 LS0588.Superseded values are not recommended for survey control.
 LS0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0588.See file dsdata.txt to determine how the superseded data were derived.
 LS0588
 LS0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE7427647446(NAD 83)
 LS0588_MARKER: DH = HORIZONTAL CONTROL DISK
 LS0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0588_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LS0588_STAMPING: LOVELOCK NORTH BASE 2 1978
 LS0588_MARK LOGO: NGS   
 LS0588_MAGNETIC: N = NO MAGNETIC MATERIAL
 LS0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0588+STABILITY: SURFACE MOTION
 LS0588
 LS0588  HISTORY     - Date     Condition        Report By
 LS0588  HISTORY     - 1978     MONUMENTED       NGS
 LS0588  HISTORY     - 19780407 GOOD             NGS
 LS0588
 LS0588                          STATION DESCRIPTION
 LS0588
 LS0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LS0588'THE STATION IS LOCATED ONE MILE SOUTH OF LOVELOCK, ON THE WEST
 LS0588'SIDE OF SOUTH MERIDIAN ROAD, AND SOUTH AND EAST OF THE ACCESS ROAD
 LS0588'TO THE LOVELOCK WASTEWATER TREATMENT PLANT.
 LS0588'
 LS0588'TO REACH THE STATION FROM THE FREMONT COUNTY COURTHOUSE AT LOVELOCK
 LS0588'GO EAST ON MAIN STREET 0.25 MILE TO A T-ROAD.  TURN RIGHT ONTO
 LS0588'AMHERST AVENUE AND GO SOUTHWEST 0.45 MILE TO A LEFT TURN IN THE
 LS0588'ROAD.  TURN LEFT ONTO SOUTH MERIDIAN ROAD AND GO SOUTH 0.05 MILE
 LS0588'TO A CANAL CROSSING AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 LS0588'SOUTH ON THE ROAD 0.3 MILE TO A SIDE ROAD AND THE STATION SITE
 LS0588'ON THE RIGHT.
 LS0588'
 LS0588'THE UNDERGROUND AND SURFACE STATION MARKS ARE NGS HORIZONTAL
 LS0588'CONTROL DISKS STAMPED LOVELOCK NORTH BASE 2 1978.  THE UNDERGROUND
 LS0588'MARK IS SET IN THE TOP OF A BLOCK OF CONCRETE 3.2 FEET BELOW THE
 LS0588'SURFACE OF THE GROUND.  THE SURFACE MARK IS SET IN THE TOP OF A
 LS0588'12-INCH CONCRETE CYLINDER PROJECTING 0.2 FOOT ABOVE THE GROUND
 LS0588'AND IS 70 FEET WEST OF THE CENTERLINE OF SOUTH MERIDIAN ROAD,
 LS0588'31 FEET SOUTHWEST OF THE SOUTH END OF A 7X4-FOOT CONCRETE BOX
 LS0588'CULVERT, 39 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD,
 LS0588'10.3 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 10 FEET
 LS0588'WEST OF THE WEST EDGE OF A DRAINAGE DITCH, AND 3.0 FEET EAST OF A
 LS0588'METAL WITNESS POST.
 LS0588'
 LS0588'REFERENCE MARK 1 IS A C AND GS REFERENCE MARK DISK STAMPED NORTH
 LS0588'BASE NO 1 1944 SET IN THE 12-INCH-SQUARE TOP OF A CONCRETE MONUMENT
 LS0588'PROJECTING 0.3 FOOT ABOVE THE GROUND AND IS 40.8 FEET WEST OF
 LS0588'THE CENTERLINE OF SOUTH MERIDIAN ROAD, 16 FEET SOUTH
 LS0588'OF THE CENTERLINE OF A GRAVELED ROAD, 10.5 FEET EAST-SOUTHEAST
 LS0588'OF THE SOUTH END OF A 7X4-FOOT CONCRETE BOX CULVERT, AND 1 FOOT
 LS0588'SOUTHWEST OF A FENCE CORNER POST.
 LS0588'
 LS0588'REFERENCE MARK 3 IS AN ALUMINUM NGS REFERENCE MARK CAP STAMPED
 LS0588'LOVELOCK NORTH BASE 2 NO 3 1978 SCREWED TO THE TOP OF A CAST
 LS0588'ALUMINUM MONUMENT (WITH INTEGRAL MAGNETS) SET IN CONCRETE.  THE
 LS0588'MARK PROJECTS 0.2 FOOT ABOVE THE GROUND AND IS 113.5 FEET WEST OF
 LS0588'THE CENTERLINE OF SOUTH MERIDIAN ROAD, 19 FEET NORTH OF THE
 LS0588'CENTERLINE OF A GRAVELED ROAD, AND 0.8 FOOT SOUTH OF A FENCE
 LS0588'LINE.
 LS0588'
 LS0588'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF SOUTH MERIDIAN
 LS0588'ROAD AT A CANAL CROSSING UNDER THE ROAD AND IS AN NGS AZIMUTH
 LS0588'MARK DISK STAMPED LOVELOCK NORTH BASE 2 1978 CEMENTED IN A DRILL
 LS0588'HOLE IN THE TOP OF THE SOUTH CONCRETE WING WALL ON THE EAST SIDE
 LS0588'OF THE CANAL CROSSING.  THE MARK IS 39.0 FEET NORTH-NORTHEAST OF
 LS0588'GUYED POWER POLE 3-5, 33.0 FEET EAST OF THE CENTERLINE OF THE
 LS0588'ROAD, 15 FEET SOUTH OF THE CENTERLINE OF THE CANAL, 0.9 FOOT
 LS0588'EAST OF THE SOUTH END OF THE EAST CONCRETE HEADWALL, AND ABOUT
 LS0588'LEVEL WITH THE ROAD.
 LS0588'
 LS0588'NEAREST TOWN--LOVELOCK.
 LS0588
 LS0588                          STATION RECOVERY (1978)
 LS0588
 LS0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LS0588'0.45 MILES (0.72 KM) SOUTHWEST ALONG EAST BROADWAY AVENUE FROM THE
 LS0588'SOUTHERN PACIFIC COMPANY RAILROAD STATION IN LOVELOCK, THENCE 0.35
 LS0588'MILES (0.56 KM) SOUTH ALONG SOUTH MERIDIAN ROAD, AT THE JUNCTION OF A
 LS0588'SIDE ROAD ON THE RIGHT LEADING TO AN ALFALFA MILL AND A SEWAGE
 LS0588'TREATMENT PLANT, 70 FEET (21.3 M) WEST OF THE CENTERLINE OF SOUTH
 LS0588'MERIDIAN ROAD, 39 FEET (11.9 M) SOUTH OF THE CENTERLINE OF A GRAVELED
 LS0588'ROAD, 31 FEET (9.4 M) SOUTHWEST OF THE SOUTH END OF A 7X4 FOOT
 LS0588'CONCRETE BOX CULVERT, 10.3 FEET (3.1 M) EAST OF THE CENTERLINE OF A
 LS0588'GRAVELED ROAD, 10 FEET (3.0 M) WEST OF THE WEST EDGE OF A DRAINAGE
 LS0588'DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3803 ***********************************************************************
 AA3803  DESIGNATION -  LOVELOCK NORTH BASE 2 AZ MK
 AA3803  PID         -  AA3803
 AA3803  STATE/COUNTY-  NV/PERSHING
 AA3803  USGS QUAD   -  LOVELOCK (1987)
 AA3803
 AA3803                         *CURRENT SURVEY CONTROL
 AA3803  ___________________________________________________________________
 AA3803* NAD 83(1986)-  40 10 20.     (N)    118 28 34.     (W)     SCALED    
 AA3803* NAVD 88     -      1212.05   (+/-2cm)    3976.5    (feet)  VERTCON   
 AA3803  ___________________________________________________________________
 AA3803  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AA3803
 AA3803  VERT ORDER  -  THIRD (See Below)
 AA3803
 AA3803.The horizontal coordinates were scaled from a topographic map and have
 AA3803.an estimated accuracy of +/- 6 seconds.
 AA3803
 AA3803.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3803.The vertical order pertains to the NGVD 29 superseded value.
 AA3803
 AA3803.The geoid height was determined by GEOID03.
 AA3803
 AA3803;                    North         East    Units  Estimated Accuracy
 AA3803;SPC NV W     - 4,601,740.      809,130.      MT  (+/- 180 meters Scaled)
 AA3803
 AA3803                          SUPERSEDED SURVEY CONTROL
 AA3803
 AA3803  NGVD 29 (07/31/00) 1211.11   (m)         3973.5    (f) RESET       3  
 AA3803
 AA3803.Superseded values are not recommended for survey control.
 AA3803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3803.See file dsdata.txt to determine how the superseded data were derived.
 AA3803
 AA3803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE743479(NAD 83)
 AA3803_MARKER: DZ = AZIMUTH MARK DISK
 AA3803_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA3803_SP_SET: CANAL WINGWALL
 AA3803_STAMPING: LOVELOCK NORTH BASE 2 1978
 AA3803_MARK LOGO: NGS   
 AA3803_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3803+STABILITY: SURFACE MOTION
 AA3803
 AA3803  HISTORY     - Date     Condition        Report By
 AA3803  HISTORY     - 1978     MONUMENTED       NGS
 AA3803  HISTORY     - 19780406 GOOD             NGS
 AA3803
 AA3803                          STATION DESCRIPTION
 AA3803
 AA3803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AA3803'0.45 MILES (0.72 KM) SOUTHWEST ALONG EAST BROADWAY AVENUE FROM THE
 AA3803'SOUTHERN PACIFIC COMPANY RAILROAD STATION IN LOVELOCK, THENCE 0.05
 AA3803'MILES (0.08 KM) SOUTH ALONG SOUTH MERIDIAN ROAD, IN THE TOP OF THE
 AA3803'WEST END OF THE SOUTH CONCRETE WINGWALL OF THE SOUTH ONE OF TWO
 AA3803'IRRIGATION CANALS RUNNING UNDER THE ROAD, 39.0 FEET (11.9 M)
 AA3803'NORTH-NORTHEAST OF GUYED POWER POLE 3-5, 33.0 FEET (10.1 M) EAST OF
 AA3803'THE CENTERLINE OF THE ROAD, 15 FEET (4.6 M) SOUTH OF THE CENTERLINE OF
 AA3803'THE CANAL, 0.9 FEET (27.4 CM) EAST OF THE SOUTH END OF THE EAST
 AA3803'CONCRETE HEADWALL OF THE CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3802 ***********************************************************************
 AA3802  DESIGNATION -  LOVELOCK NORTH BASE 2 RM 3
 AA3802  PID         -  AA3802
 AA3802  STATE/COUNTY-  NV/PERSHING
 AA3802  USGS QUAD   -  LOVELOCK (1987)
 AA3802
 AA3802                         *CURRENT SURVEY CONTROL
 AA3802  ___________________________________________________________________
 AA3802* NAD 83(1986)-  40 10 05.     (N)    118 28 36.     (W)     SCALED    
 AA3802* NAVD 88     -      1210.86   (+/-2cm)    3972.6    (feet)  VERTCON   
 AA3802  ___________________________________________________________________
 AA3802  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AA3802
 AA3802  VERT ORDER  -  THIRD (See Below)
 AA3802
 AA3802.The horizontal coordinates were scaled from a topographic map and have
 AA3802.an estimated accuracy of +/- 6 seconds.
 AA3802
 AA3802.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3802.The vertical order pertains to the NGVD 29 superseded value.
 AA3802
 AA3802.The geoid height was determined by GEOID03.
 AA3802
 AA3802;                    North         East    Units  Estimated Accuracy
 AA3802;SPC NV W     - 4,601,280.      809,090.      MT  (+/- 180 meters Scaled)
 AA3802
 AA3802                          SUPERSEDED SURVEY CONTROL
 AA3802
 AA3802  NGVD 29 (07/31/00) 1209.92   (m)         3969.5    (f) RESET       3  
 AA3802
 AA3802.Superseded values are not recommended for survey control.
 AA3802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3802.See file dsdata.txt to determine how the superseded data were derived.
 AA3802
 AA3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE742474(NAD 83)
 AA3802_MARKER: Z = SEE DESCRIPTION
 AA3802_SETTING: 0 = UNSPECIFIED SETTING
 AA3802_STAMPING: LOVELOCK NORTH BASE 2 NO 3 1978
 AA3802_MARK LOGO: NGS   
 AA3802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3802
 AA3802  HISTORY     - Date     Condition        Report By
 AA3802  HISTORY     - 1978     MONUMENTED       NGS
 AA3802  HISTORY     - 19780407 GOOD             NGS
 AA3802
 AA3802                          STATION DESCRIPTION
 AA3802
 AA3802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AA3802'0.45 MILES (0.72 KM) SOUTHWEST ALONG EAST BROADWAY AVENUE FROM THE
 AA3802'SOUTHERN PACIFIC COMPANY RAILROAD STATION IN LOVELOCK, THENCE 0.35
 AA3802'MILES (0.56 KM) SOUTH ALONG SOUTH MERIDIAN ROAD, AT THE JUNCTION OF A
 AA3802'SIDE ROAD ON THE RIGHT LEADING TO AN ALFALFA MILL AND A SEWAGE
 AA3802'TREATMENT PLANT, 113.5 FEET (34.6 M) WEST OF THE CENTERLINE OF SOUTH
 AA3802'MERIDIAN ROAD, 77.0 FEET (23.5 M) NORTHWEST OF LOVELOCK NORTH BASE 2,
 AA3802'19 FEET (5.8 M) NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 0.8 FEET
 AA3802'(24.4 CM) SOUTH OF FENCE LINE, AN ALUMINUM CAP SCREWED TO THE TOP OF A
 AA3802'CAST ALUMINUM MONUMENT WITH INTEGRAL MAGNETS SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0601 ***********************************************************************
 LS0601  DESIGNATION -  LOVELOCK POINT
 LS0601  PID         -  LS0601
 LS0601  STATE/COUNTY-  NV/PERSHING
 LS0601  USGS QUAD   -  WEST OF LOVELOCK (1987)
 LS0601
 LS0601                         *CURRENT SURVEY CONTROL
 LS0601  ___________________________________________________________________
 LS0601* NAD 83(1994)-  40 11 41.00021(N)    118 31 48.73728(W)     ADJUSTED  
 LS0601* NAVD 88     -      1425.4    (meters)    4676.     (feet)  VERTCON   
 LS0601  ___________________________________________________________________
 LS0601  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 LS0601  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 LS0601
 LS0601  HORZ ORDER  -  FIRST
 LS0601
 LS0601.The horizontal coordinates were established by classical geodetic methods
 LS0601.and adjusted by the National Geodetic Survey in June 1998..
 LS0601
 LS0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0601
 LS0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0601
 LS0601.The geoid height was determined by GEOID03.
 LS0601
 LS0601;                    North         East     Units Scale Factor Converg.
 LS0601;SPC NV W     - 4,604,232.906   804,523.485   MT  0.99990025   +0 02 03.4
 LS0601;SPC NV W     -15,105,720.79  2,639,507.47   sFT  0.99990025   +0 02 03.4
 LS0601;UTM  11      - 4,450,492.508   369,751.334   MT  0.99980884   -0 59 15.8
 LS0601
 LS0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0601!SPC NV W     -   0.99978002  x   0.99990025  =   0.99968029
 LS0601!UTM  11      -   0.99978002  x   0.99980884  =   0.99958890
 LS0601
 LS0601:                Primary Azimuth Mark                     Grid Az
 LS0601:SPC NV W     -  LETTER L ON HILLSIDE                     092 49 05.5
 LS0601:UTM  11      -  LETTER L ON HILLSIDE                     093 50 24.7
 LS0601
 LS0601|---------------------------------------------------------------------|
 LS0601| PID    Reference Object                     Distance      Geod. Az  |
 LS0601|                                                           dddmmss.s |
 LS0601| LS0582 LETTER L ON HILLSIDE                APPROX.11.7 KM 0925108.9 |
 LS0601| LS0574 GYPSUM                              APPROX.15.0 KM 0925649.1 |
 LS0601| LS0584 LOVELOCK COURTHOUSE DOME            APPROX. 4.8 KM 1083538.2 |
 LS0601| LS0585 LOVELOCK RAD STA KOB 893 MAST       APPROX. 4.8 KM 1085227.9 |
 LS0601| LS0580 LOVELOCK MUNICIPAL TANK             APPROX. 5.3 KM 1094454.3 |
 LS0601| LS0586 RAILROAD WTR TK S OF LOVELOCK       APPROX. 5.2 KM 1332101.1 |
 LS0601| DB8151 LOVELOCK POINT AZ MK                               1671152.0 |
 LS0601| DB8152 LOVELOCK POINT RM 1                   3.134 METERS 17425     |
 LS0601| DB8153 LOVELOCK POINT RM 2                   4.145 METERS 26533     |
 LS0601|---------------------------------------------------------------------|
 LS0601
 LS0601                          SUPERSEDED SURVEY CONTROL
 LS0601
 LS0601  NAD 83(1986)-  40 11 41.00746(N)    118 31 48.73215(W) AD(       ) 1
 LS0601  NAD 27      -  40 11 41.33600(N)    118 31 45.19200(W) AD(       ) 1
 LS0601  NGVD 29 (07/19/86) 1424.5    (m)         4674.     (f) VERT ANG       
 LS0601
 LS0601.Superseded values are not recommended for survey control.
 LS0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0601.See file dsdata.txt to determine how the superseded data were derived.
 LS0601
 LS0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE6975150493(NAD 83)
 LS0601_MARKER: DS = TRIANGULATION STATION DISK
 LS0601_SETTING: 80 = SET IN A BOULDER
 LS0601_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LS0601
 LS0601  HISTORY     - Date     Condition        Report By
 LS0601  HISTORY     - 1935     MONUMENTED       NVGS
 LS0601  HISTORY     - 1944     GOOD             CGS
 LS0601  HISTORY     - 1957     GOOD             CGS
 LS0601  HISTORY     - 1958     GOOD             CGS
 LS0601  HISTORY     - 1978     GOOD             NGS
 LS0601
 LS0601                          STATION DESCRIPTION
 LS0601
 LS0601'DESCRIBED BY NEVADA GEODETIC SURVEY 1935 (CP)
 LS0601'STATION IS ABOUT 3.0 MILES W X N OF LOVELOCK, ON A LONE RED
 LS0601'BUTTE, ON THE S AND HIGHEST PART OF THIS BUTTE, 76 FEET NE
 LS0601'OF THE SW END OF BUTTE.
 LS0601'
 LS0601'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LS0601'IN A BOULDER.  REFERENCE AND AZIMUTH
 LS0601'MARKS ARE STANDARD BRONZE DISKS IN A BOULDER.
 LS0601'
 LS0601'REACHED FROM LOVELOCK GOING W ON MAIN STREET LEADING TO LEFT
 LS0601'OF COURTHOUSE FOR 2.6 MILES, TURN RIGHT AND GO N ON MAIN
 LS0601'ROAD 0.5 MILE.  TURN LEFT OFF MAIN ROAD, GO NW UP STEEP SLOPE
 LS0601'ON TRACK ROAD 0.2 MILE TO SAND PIT ON SE SIDE OF BUTTE.  FROM
 LS0601'HERE, END OF TRUCK TRAVEL, CIRCLE AROUND S SIDE OF INTERVENING
 LS0601'RIDGE STRIKING THE OLD MINE TRACKS AND FOLLOW IN NORTHEASTERLY
 LS0601'DIRECTION AROUND TO NE END OF BUTTE, ASCENDING THE MAIN BUTTE
 LS0601'FROM N SIDE OF TRAIL AND THEN SOUTHWESTERLY ALONG CREST OF
 LS0601'BUTTE TO STATION.  THE SW FACE OF BUTTE CAN BE ASCENDED, BUT
 LS0601'EXTREMELY STEEP.
 LS0601'
 LS0601'STATION MARKED U.S.C. AND G.S. AND S.S. TABLET IN BOULDER.
 LS0601'
 LS0601'AZIMUTH MARK, TABLET IN LARGE BOULDER, 1/3 MILE S BELOW STATION
 LS0601'AT FOOT OF SLOPE.
 LS0601
 LS0601                          STATION RECOVERY (1944)
 LS0601
 LS0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 LS0601'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 LS0601'
 LS0601'STATION MARK IS IN OUTCROPPING BEDROCK AND PROJECTS ABOUT 3
 LS0601'INCHES ABOVE GROUND.  THE DISK IS NOT STAMPED.
 LS0601'
 LS0601'REFERENCE MARK 1 IS ABOUT 6 INCHES LOWER THAN THE STATION.
 LS0601'IT IS SET IN OUTCROPPING BEDROCK AND IS STAMPED LOVELOCK POINT
 LS0601'1935 NO 1.
 LS0601'
 LS0601'REFERENCE MARK 2 IS ABOUT 8 INCHES HIGHER THAN THE STATION.
 LS0601'IT IS SET IN OUTCROPPING BEDROCK AND IS STAMPED LOVELOCK POINT NO
 LS0601'2 1935.
 LS0601'
 LS0601'AZIMUTH MARK IS IN A LARGE ROCK OUTCROP 30 FEET N OF A WHITE
 LS0601'WOODEN WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN CEMENT
 LS0601'IN A DRILL HOLE AND IS STAMPED LOVELOCK POINT 1935.
 LS0601'
 LS0601'TO REACH STATION FROM THE POST OFFICE IN LOVELOCK, GO W ON
 LS0601'PAVED ROAD 2.5 MILES.  THENCE N ON GRADED ROAD 0.4 MILE TO
 LS0601'ROAD LEFT.  TAKE ROAD LEFT FOR 0.25 MILE.  CONTINUE NW ON LEFT
 LS0601'FORK, A TRACK ROAD, 0.15 MILE TO ROAD FORK.  CONTINUE NW 0.25
 LS0601'MILE TO TOP OF LOW DIVIDE.  TURN RIGHT (N) OFF ROAD 0.15 MILE.
 LS0601'FROM THIS POINT PACK UP STEEP SLOPE ABOUT 1/3 MILE NE TO HIGHEST
 LS0601'POINT OF BUTTE AND STATION.
 LS0601'
 LS0601'TO REACH AZIMUTH MARK FROM THE LAST FORKS MENTIONED TURN
 LS0601'RIGHT (N) 0.05 MILE TO PROMINENT ROCK OUTCROP.  FROM THIS
 LS0601'POINT THE MARK IS ABOUT 100 FEET NW IN ANOTHER LARGE ROCK
 LS0601'OUTCROP.
 LS0601
 LS0601                          STATION RECOVERY (1957)
 LS0601
 LS0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0601'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 LS0601'RECOVERED AS DESCRIBED IN 1944 AND IN GOOD CONDITION.
 LS0601
 LS0601                          STATION RECOVERY (1958)
 LS0601
 LS0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0601'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN FAIR
 LS0601'CONDITION.  THE STATION AND REFERENCE MARKS WERE REINFORCED
 LS0601'WITH CEMENT.  THE STATION WAS REACHED FROM ANOTHER WAY AT THIS
 LS0601'TIME.  A COMPLETE DESCRIPTION FOLLOWS.
 LS0601'
 LS0601'STATION IS LOCATED, AIRLINE, ABOUT 3 MILES NORTHWEST OF THE
 LS0601'CENTER OF LOVELOCK, ON A LONE, RED COLORED BUTTE.  IT IS ON THE
 LS0601'SOUTH AND HIGHEST PART OF THE BUTTE.
 LS0601'
 LS0601'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 LS0601'LOVELOCK, GO WEST ON WESTERN STREET FOR 2.5 MILES.  TURN
 LS0601'RIGHT, NORTH, AND GO 0.5 MILE TO A FORK AND A GATE.  TAKE THE
 LS0601'LEFT FORK, THROUGH THE GATE, AND GO WESTERLY, UP THE SLOPE
 LS0601'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT, 0.05 MILE, IN
 LS0601'A LARGE ROCK OUTCROP AT THE FOOT OF THE HILL.  CONTINUE
 LS0601'WESTERLY ON THE MAIN ROAD FOR 0.2 MILE TO A SIDE ROAD ON THE
 LS0601'RIGHT, JUST AFTER PASSING A LARGE CROSS.  TURN RIGHT AND
 LS0601'FOLLOW THE TRACK ROAD FOR ABOUT 0.1 MILE TO THE END OF TRUCK
 LS0601'TRAVEL.  FROM HERE PACK NORTH TO THE TOP OF THE RIDGE THEN
 LS0601'RIGHT UP THE RIDGE TO THE HIGHEST POINT AND THE STATION.
 LS0601'TIME OF PACK IS ABOUT 20 MINUTES.
 LS0601'
 LS0601'STATION MARK, UNSTAMPED, IS A USC AND GS AND STATE SURVEY
 LS0601'BRASS DISK CEMENTED IN A DRILL HOLE IN A BOULDER 2 FEET IN
 LS0601'DIAMETER AND PROJECTING 4 INCHES.  IT IS 76 FEET NORTHEAST
 LS0601'OF THE SOUTHWEST END OF THE BUTTE.
 LS0601'
 LS0601'REFERENCE MARK NUMBER 1, STAMPED LOVELOCK POINT NO 1 1935,
 LS0601'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER 3
 LS0601'FEET IN DIAMETER, PROJECTING 6 INCHES AND 1 FOOT LOWER THAN
 LS0601'THE STATION.
 LS0601'
 LS0601'REFERENCE MARK NUMBER 2, STAMPED LOVELOCK POINT NO 2 1935,
 LS0601'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 LS0601'3 FEET IN DIAMETER, PROJECTING 6 INCHES AND 6 INCHES HIGHER
 LS0601'THAN THE STATION.
 LS0601'
 LS0601'AZIMUTH MARK, STAMPED LOVELOCK POINT 1935, IS A STANDARD DISK
 LS0601'CEMENTED IN A DRILL HOLE IN A LARGE OUTCROPPING OF ROCK ABOUT
 LS0601'50 FEET BY 10 FEET AND PROJECTING 4 FEET.  IT IS MARKED BY A
 LS0601'SMALL CAIRN AND IS 0.05 MILE NORTH OF THE ROAD.
 LS0601
 LS0601                          STATION RECOVERY (1978)
 LS0601
 LS0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LS0601'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2 WERE
 LS0601'RECOVERED IN GOOD CONDITION AND THE PREVIOUS DESCRIPTION ARE
 LS0601'ADEQUATE.
 LS0601'
 LS0601'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHWEST
 LS0601'OF LOVELOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0585 ***********************************************************************
 LS0585  DESIGNATION -  LOVELOCK RAD STA KOB 893 MAST
 LS0585  PID         -  LS0585
 LS0585  STATE/COUNTY-  NV/PERSHING
 LS0585  USGS QUAD   -  LOVELOCK (1987)
 LS0585
 LS0585                         *CURRENT SURVEY CONTROL
 LS0585  ___________________________________________________________________
 LS0585* NAD 83(1994)-  40 10 50.79215(N)    118 28 37.43615(W)     ADJUSTED  
 LS0585* NAVD 88     -                                                        
 LS0585  ___________________________________________________________________
 LS0585  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 LS0585  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 LS0585
 LS0585  HORZ ORDER  -  THIRD
 LS0585
 LS0585.The horizontal coordinates were established by classical geodetic methods
 LS0585.and adjusted by the National Geodetic Survey in June 1998..
 LS0585
 LS0585
 LS0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0585
 LS0585.The geoid height was determined by GEOID03.
 LS0585
 LS0585;                    North         East     Units Scale Factor Converg.
 LS0585;SPC NV W     - 4,602,688.507   809,049.732   MT  0.99990101   +0 04 06.8
 LS0585;SPC NV W     -15,100,653.88  2,654,357.33   sFT  0.99990101   +0 04 06.8
 LS0585;UTM  11      - 4,448,867.796   374,248.874   MT  0.99979466   -0 57 11.3
 LS0585
 LS0585                          SUPERSEDED SURVEY CONTROL
 LS0585
 LS0585  NAD 83(1986)-  40 10 50.79875(N)    118 28 37.43137(W) AD(       ) 4
 LS0585  NAD 27      -  40 10 51.12800(N)    118 28 33.90400(W) AD(       ) 3
 LS0585
 LS0585.Superseded values are not recommended for survey control.
 LS0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0585.See file dsdata.txt to determine how the superseded data were derived.
 LS0585
 LS0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE7424948868(NAD 83)
 LS0585_MARKER: 42 = RADIO/TV MAST
 LS0585
 LS0585  HISTORY     - Date     Condition        Report By
 LS0585  HISTORY     - 1957     FIRST OBSERVED   CGS
 LS0585
 LS0585                          STATION DESCRIPTION
 LS0585
 LS0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0585'A RADIO MAST LOCATED IN THE COURT HOUSE QUADRANGLE ABOUT 70
 LS0585'FEET WEST OF THE BUILDING.  THE RADIO IS UNDER THE JURISDICTION
 LS0585'OF THE SHERIFF OF PERSHING COUNTY, AND OPERATES UNDER THE CALL
 LS0585'KOB-893.  THE TOP OF THE 120 FOOT MAST WAS INTERSECTED, A
 LS0585'TRIANGULAR STRUCTURE 15-INCHES TO THE SIDE SUPPORTED IN A
 LS0585'SQUARE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0579 ***********************************************************************
 LS0579  DESIGNATION -  LOVELOCK SOUTH BASE RESET
 LS0579  PID         -  LS0579
 LS0579  STATE/COUNTY-  NV/PERSHING
 LS0579  USGS QUAD   -  WILDHORSE PASS (1987)
 LS0579
 LS0579                         *CURRENT SURVEY CONTROL
 LS0579  ___________________________________________________________________
 LS0579* NAD 83(1994)-  40 03 23.53735(N)    118 28 36.97210(W)     ADJUSTED  
 LS0579* NAVD 88     -      1192.95   (+/-2cm)    3913.9    (feet)  VERTCON   
 LS0579  ___________________________________________________________________
 LS0579  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 LS0579  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 LS0579
 LS0579  HORZ ORDER  -  FIRST
 LS0579  VERT ORDER  -  THIRD ? (See Below)
 LS0579
 LS0579.The horizontal coordinates were established by classical geodetic methods
 LS0579.and adjusted by the National Geodetic Survey in June 1998..
 LS0579
 LS0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0579.The vertical order pertains to the NGVD 29 superseded value.
 LS0579
 LS0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0579
 LS0579.The geoid height was determined by GEOID03.
 LS0579
 LS0579;                    North         East     Units Scale Factor Converg.
 LS0579;SPC NV W     - 4,588,894.953   809,077.215   MT  0.99990101   +0 04 06.5
 LS0579;SPC NV W     -15,055,399.52  2,654,447.50   sFT  0.99990101   +0 04 06.5
 LS0579;UTM  11      - 4,435,077.402   374,030.739   MT  0.99979535   -0 57 02.2
 LS0579
 LS0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0579!SPC NV W     -   0.99981652  x   0.99990101  =   0.99971755
 LS0579!UTM  11      -   0.99981652  x   0.99979535  =   0.99961190
 LS0579
 LS0579:                Primary Azimuth Mark                     Grid Az
 LS0579:SPC NV W     -  LOVELOCK MUNICIPAL TANK                  001 43 08.1
 LS0579:UTM  11      -  LOVELOCK MUNICIPAL TANK                  002 44 16.8
 LS0579
 LS0579|---------------------------------------------------------------------|
 LS0579| PID    Reference Object                     Distance      Geod. Az  |
 LS0579|                                                           dddmmss.s |
 LS0579| LS0580 LOVELOCK MUNICIPAL TANK             APPROX.13.6 KM 0014714.6 |
 LS0579| DB8154 LOVELOCK SOUTH BASE AZ MK                          0015751.0 |
 LS0579| DB8155 LOVELOCK SOUTH BASE RM 1             22.601 METERS 02517     |
 LS0579| LS0582 LETTER L ON HILLSIDE                APPROX.16.4 KM 0254641.8 |
 LS0579| LS0574 GYPSUM                              APPROX.17.9 KM 0354053.9 |
 LS0579| DB8156 LOVELOCK SOUTH BASE RM 2             29.974 METERS 07950     |
 LS0579| LS0601 LOVELOCK POINT                      APPROX.16.0 KM 3433158.0 |
 LS0579|---------------------------------------------------------------------|
 LS0579
 LS0579                          SUPERSEDED SURVEY CONTROL
 LS0579
 LS0579  NAD 83(1986)-  40 03 23.54455(N)    118 28 36.96531(W) AD(       ) 1
 LS0579  NAD 27      -  40 03 23.86800(N)    118 28 33.43800(W) AD(       ) 1
 LS0579  NGVD 29 (07/19/86) 1192.02   (m)         3910.8    (f) LEVELING    3  
 LS0579
 LS0579.Superseded values are not recommended for survey control.
 LS0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0579.See file dsdata.txt to determine how the superseded data were derived.
 LS0579
 LS0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE7403135077(NAD 83)
 LS0579_MARKER: DS = TRIANGULATION STATION DISK
 LS0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0579_SP_SET: SET IN TOP OF CONCRETE POST
 LS0579_STAMPING: SOUTH BASE 1944 1957
 LS0579_PROJECTION: PROJECTING 7 CENTIMETERS
 LS0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0579
 LS0579  HISTORY     - Date     Condition        Report By
 LS0579  HISTORY     - 1957     MONUMENTED       CGS
 LS0579  HISTORY     - 1969     GOOD             CGS
 LS0579
 LS0579                          STATION DESCRIPTION
 LS0579
 LS0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0579'AT SOME TIME SINCE THE STATION WAS RECOVERED BY J.R.P. IN 1952
 LS0579'THE ORIGINAL CONCRETE POST WITH DISK REMOVED HAD BEEN REPLACED
 LS0579'IN APPROXIMATELY THE OLD POSITION BY PERSONS UNKNOWN.  THIS WAS
 LS0579'REMOVED AND A NEW SURFACE MARK, STANDARD DISK STAMPED SOUTH
 LS0579'BASE 1944 1957, WAS SET IN A 10-INCH SQUARE CONCRETE POST
 LS0579'PROJECTING 3 INCHES.  THE UNDERGROUND MARK WAS FOUND IN GOOD
 LS0579'CONDITION, 26 INCHES UNDER THE SURFACE.  STATION MARK IS ABOUT
 LS0579'98 FEET NORTH OF CENTERLINE OF GRAVELED E-W ROAD, 60.5 FEET
 LS0579'WEST OF CENTERLINE OF N-S ROAD (SOUTH MERIDIAN ROAD), AND 39
 LS0579'FEET WEST OF WIRE RIGHT OF WAY FENCE, 4.5 FEET SOUTH OF WITNESS
 LS0579'POST.
 LS0579'
 LS0579'BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  R.M.
 LS0579'1 IS 32.5 FEET WEST OF CENTERLINE OF N-S ROAD AND 7.5 FEET WEST
 LS0579'OF RIGHT OF WAY FENCE, FLUSH WITH SURFACE OF GROUND.  R.M. 2
 LS0579'IS 35 FEET EAST OF CENTERLINE OF N-S ROAD, NEAR THE EDGE OF
 LS0579'THE WEST BANK OF A LARGE NEW IRRIGATION CANAL, FLUSH WITH THE
 LS0579'GROUND.  IT MAY BE COVERED WITH SPOIL IF THE CANAL IS DREDGED
 LS0579'LATER.  THIS MARK MAY HAVE BEEN DISTURBED SLIGHTLY DURING
 LS0579'CONSTRUCTION OF THE CANAL, AS SOME DIFFERENCE WAS FOUND IN
 LS0579'DISTANCE AND DIRECTION FROM THE STATION MARK.
 LS0579
 LS0579                          STATION RECOVERY (1969)
 LS0579
 LS0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LS0579'NOTE BY USGS, 1969--REFERENCE MARK NO. 1 IS SEARCHED FOR BUT NOT
 LS0579'FOUND.  REFERENCE MARK NO. 2, A STATE SURVEY STANDARD TABLET
 LS0579'STAMPED---STATION NO 11--THE DISTANCE GIVEN BY C AND GS BETWEEN
 LS0579'THIS REFERENCE MARK AND STATION MARK IS 98.34 FT. THIS SHOULD BE
 LS0579'CORRECTED TO 97.34 FT.
 LS0579'
 LS0579'STATION MARK--A STANDARD DISK STAMPED---SOUTH BASE 1944 1957---,
 LS0579'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0357 ***********************************************************************
 LR0357  DESIGNATION -  LOW
 LR0357  PID         -  LR0357
 LR0357  STATE/COUNTY-  NV/HUMBOLDT
 LR0357  USGS QUAD   -  IRON POINT (1965)
 LR0357
 LR0357                         *CURRENT SURVEY CONTROL
 LR0357  ___________________________________________________________________
 LR0357* NAD 83(1994)-  40 52 49.80279(N)    117 15 43.85575(W)     ADJUSTED  
 LR0357* NAVD 88     -      1342.994  (meters)    4406.14   (feet)  ADJUSTED  
 LR0357  ___________________________________________________________________
 LR0357  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 LR0357  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 LR0357  DYNAMIC HT  -        1341.966 (meters)    4402.77  (feet)  COMP
 LR0357  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 LR0357
 LR0357  HORZ ORDER  -  SECOND
 LR0357  VERT ORDER  -  FIRST     CLASS II
 LR0357
 LR0357.The horizontal coordinates were established by classical geodetic methods
 LR0357.and adjusted by the National Geodetic Survey in June 1998..
 LR0357
 LR0357.The orthometric height was determined by differential leveling
 LR0357.and adjusted by the National Geodetic Survey in June 1991..
 LR0357
 LR0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0357
 LR0357.The geoid height was determined by GEOID03.
 LR0357
 LR0357.The dynamic height is computed by dividing the NAVD 88
 LR0357.geopotential number by the normal gravity value computed on the
 LR0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0357.degrees latitude (g = 980.6199 gals.).
 LR0357
 LR0357.The modeled gravity was interpolated from observed gravity values.
 LR0357
 LR0357;                    North         East     Units Scale Factor Converg.
 LR0357;SPC NV W     - 4,681,216.462   911,346.113   MT  1.00005255   +0 51 53.1
 LR0357;SPC NV W     -15,358,291.01  2,989,974.71   sFT  1.00005255   +0 51 53.1
 LR0357;UTM  11      - 4,525,524.730   477,910.292   MT  0.99960601   -0 10 17.7
 LR0357
 LR0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0357!SPC NV W     -   0.99979256  x   1.00005255  =   0.99984510
 LR0357!UTM  11      -   0.99979256  x   0.99960601  =   0.99939866
 LR0357
 LR0357|---------------------------------------------------------------------|
 LR0357| PID    Reference Object                     Distance      Geod. Az  |
 LR0357|                                                           dddmmss.s |
 LR0357| LR0358 LOW RM 1                             14.283 METERS 02759     |
 LR0357| LR0362 HER                                 APPROX. 5.1 KM 1225843.4 |
 LR0357| LR0359 LOW RM 2                             14.542 METERS 28650     |
 LR0357|---------------------------------------------------------------------|
 LR0357
 LR0357                          SUPERSEDED SURVEY CONTROL
 LR0357
 LR0357  NAD 83(1986)-  40 52 49.80622(N)    117 15 43.85259(W) AD(       ) 2
 LR0357  NAD 27      -  40 52 50.15050(N)    117 15 40.44250(W) AD(       ) 2
 LR0357  NGVD 29 (??/??/92) 1341.969  (m)         4402.78   (f) ADJ UNCH    1 2
 LR0357
 LR0357.Superseded values are not recommended for survey control.
 LR0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0357.See file dsdata.txt to determine how the superseded data were derived.
 LR0357
 LR0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF7791025525(NAD 83)
 LR0357_MARKER: DS = TRIANGULATION STATION DISK
 LR0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0357_STAMPING: LOW 1958
 LR0357_MARK LOGO: CGS   
 LR0357_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0357+STABILITY: SURFACE MOTION
 LR0357
 LR0357  HISTORY     - Date     Condition        Report By
 LR0357  HISTORY     - 1958     MONUMENTED       CGS
 LR0357  HISTORY     - 1958     GOOD             CGS
 LR0357  HISTORY     - 1968     GOOD             CGS
 LR0357  HISTORY     - 1984     GOOD             NGS
 LR0357
 LR0357                          STATION DESCRIPTION
 LR0357
 LR0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0357'THE STATION IS 9.45 MILES NORTHWEST ALONG U.S. HIGHWAY 40
 LR0357'FROM VALMY AND 338 FEET RIGHT, NORTH, OF THE CENTER LINE ON
 LR0357'THE HIGHEST GROUND IN THE VICINITY.
 LR0357'
 LR0357'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 LR0357'CYLINDRICAL CONCRETE POSTS EACH PROJECTING ABOUT 3 INCHES
 LR0357'AND STAMPED LOW 1958 WITH THE REFERENCE MARKS FURTHER STAMPED
 LR0357'NO 1 AND NO 2 RESPECTIVELY.  THE STATION IS 5.5 FEET
 LR0357'NORTH-NORTHWEST OF A STEEL WITNESS POST WITH SIGN.
 LR0357'
 LR0357'A 2 WHEEL DRIVE STATION.
 LR0357
 LR0357                          STATION RECOVERY (1958)
 LR0357
 LR0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0357'9.45 MI NW FROM VALMY.
 LR0357'9.45 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LR0357'VALMY, 338.0 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 47.71 FEET EAST
 LR0357'OF R.M. 2, 46.87 FEET SOUTH OF R.M. 1, 5.5 FEET NORTHWEST OF A METAL
 LR0357'WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE
 LR0357'GROUND SURFACE.
 LR0357
 LR0357                          STATION RECOVERY (1968)
 LR0357
 LR0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JY)
 LR0357'GOOD.
 LR0357'
 LR0357'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES W
 LR0357
 LR0357                          STATION RECOVERY (1984)
 LR0357
 LR0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0357'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.4 KM
 LR0357'(9.6 MI) NORTHWEST ALONG INTERSTATE 80 FROM THE HIGHWAY OVERPASS
 LR0357'BRIDGE AT VALMY, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST 208,
 LR0357'37.3 METERS (122.5 FT) NORTHEAST OF THE WEST BOUND HIGHWAY CENTERLINE,
 LR0357'14.5 METERS (47.5 FT) SOUTHEAST OF RM 2, 14.2 METERS (46.5 FT)
 LR0357'SOUTHWEST OF RM 1, 10.0 METERS (33 FT) EAST OF THE SOUTHEAST END OF A
 LR0357'WOODEN BRACE IN THE RIGHT OF WAY FENCE AND 7.4 METERS (24.5 FT)
 LR0357'NORTHEAST OF THE RIGHT OF WAY FENCE.
 LR0357'THE MARK IS 1.7 METERS  N FROM A WITNESS POST.
 LR0357'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0358 ***********************************************************************
 LR0358  DESIGNATION -  LOW RM 1
 LR0358  PID         -  LR0358
 LR0358  STATE/COUNTY-  NV/HUMBOLDT
 LR0358  USGS QUAD   -  IRON POINT (1965)
 LR0358
 LR0358                         *CURRENT SURVEY CONTROL
 LR0358  ___________________________________________________________________
 LR0358* NAD 83(1986)-  40 52 50.     (N)    117 15 43.     (W)     SCALED    
 LR0358* NAVD 88     -      1342.678  (meters)    4405.10   (feet)  ADJUSTED  
 LR0358  ___________________________________________________________________
 LR0358  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 LR0358  DYNAMIC HT  -        1341.650 (meters)    4401.73  (feet)  COMP
 LR0358  MODELED GRAV-     979,812.1   (mgal)                       NAVD 88
 LR0358
 LR0358  VERT ORDER  -  SECOND    CLASS 0
 LR0358
 LR0358.The horizontal coordinates were scaled from a topographic map and have
 LR0358.an estimated accuracy of +/- 6 seconds.
 LR0358
 LR0358.The orthometric height was determined by differential leveling
 LR0358.and adjusted by the National Geodetic Survey in June 1991..
 LR0358
 LR0358.The geoid height was determined by GEOID03.
 LR0358
 LR0358.The dynamic height is computed by dividing the NAVD 88
 LR0358.geopotential number by the normal gravity value computed on the
 LR0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0358.degrees latitude (g = 980.6199 gals.).
 LR0358
 LR0358.The modeled gravity was interpolated from observed gravity values.
 LR0358
 LR0358;                    North         East    Units  Estimated Accuracy
 LR0358;SPC NV W     - 4,681,220.      911,370.      MT  (+/- 180 meters Scaled)
 LR0358
 LR0358                          SUPERSEDED SURVEY CONTROL
 LR0358
 LR0358  NGVD 29 (??/??/92) 1341.653  (m)         4401.74   (f) ADJ UNCH    2 0
 LR0358
 LR0358.Superseded values are not recommended for survey control.
 LR0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0358.See file dsdata.txt to determine how the superseded data were derived.
 LR0358
 LR0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF779255(NAD 83)
 LR0358_MARKER: DR = REFERENCE MARK DISK
 LR0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0358_STAMPING: LOW NO 1 1958
 LR0358_MARK LOGO: CGS   
 LR0358_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0358+STABILITY: SURFACE MOTION
 LR0358
 LR0358  HISTORY     - Date     Condition        Report By
 LR0358  HISTORY     - 1958     MONUMENTED       CGS
 LR0358  HISTORY     - 1984     GOOD             NGS
 LR0358
 LR0358                          STATION DESCRIPTION
 LR0358
 LR0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0358'9.45 MI NW FROM VALMY.
 LR0358'9.45 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LR0358'VALMY, 46.87 FEET NORTH OF STATION MARK, SET IN A ROUND CONCRETE POST
 LR0358'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LR0358
 LR0358                          STATION RECOVERY (1984)
 LR0358
 LR0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0358'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0358'NEW DESCRIPTION FOLLOWS.  15.4 KM (9.6 MI) NORTHWEST ALONG INTERSTATE
 LR0358'80 FROM THE HIGHWAY OVERPASS BRIDGE AT VALMY, 0.7 KM (0.45 MI)
 LR0358'NORTHWEST OF MILEPOST 208, 51.5 METERS (169 FT) NORTHEAST OF THE WEST
 LR0358'BOUND HIGHWAY CENTERLINE, 22.2 METERS (73 FT) EAST OF RM 2,
 LR0358'14.2 METERS (46.5 FT) NORTHEAST OF THE STATION.
 LR0358'THE MARK IS 15.7 METERS  NE FROM A WITNESS POST.
 LR0358'THE MARK IS 0.3 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0359 ***********************************************************************
 LR0359  DESIGNATION -  LOW RM 2
 LR0359  PID         -  LR0359
 LR0359  STATE/COUNTY-  NV/HUMBOLDT
 LR0359  USGS QUAD   -  IRON POINT (1965)
 LR0359
 LR0359                         *CURRENT SURVEY CONTROL
 LR0359  ___________________________________________________________________
 LR0359* NAD 83(1986)-  40 52 50.     (N)    117 15 43.     (W)     SCALED    
 LR0359* NAVD 88     -      1342.657  (meters)    4405.03   (feet)  ADJUSTED  
 LR0359  ___________________________________________________________________
 LR0359  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 LR0359  DYNAMIC HT  -        1341.629 (meters)    4401.66  (feet)  COMP
 LR0359  MODELED GRAV-     979,812.1   (mgal)                       NAVD 88
 LR0359
 LR0359  VERT ORDER  -  SECOND    CLASS 0
 LR0359
 LR0359.The horizontal coordinates were scaled from a topographic map and have
 LR0359.an estimated accuracy of +/- 6 seconds.
 LR0359
 LR0359.The orthometric height was determined by differential leveling
 LR0359.and adjusted by the National Geodetic Survey in June 1991..
 LR0359
 LR0359.The geoid height was determined by GEOID03.
 LR0359
 LR0359.The dynamic height is computed by dividing the NAVD 88
 LR0359.geopotential number by the normal gravity value computed on the
 LR0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0359.degrees latitude (g = 980.6199 gals.).
 LR0359
 LR0359.The modeled gravity was interpolated from observed gravity values.
 LR0359
 LR0359;                    North         East    Units  Estimated Accuracy
 LR0359;SPC NV W     - 4,681,220.      911,370.      MT  (+/- 180 meters Scaled)
 LR0359
 LR0359                          SUPERSEDED SURVEY CONTROL
 LR0359
 LR0359  NGVD 29 (??/??/92) 1341.632  (m)         4401.67   (f) ADJ UNCH    2 0
 LR0359
 LR0359.Superseded values are not recommended for survey control.
 LR0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0359.See file dsdata.txt to determine how the superseded data were derived.
 LR0359
 LR0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF779255(NAD 83)
 LR0359_MARKER: DR = REFERENCE MARK DISK
 LR0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0359_STAMPING: LOW NO 2 1958
 LR0359_MARK LOGO: CGS   
 LR0359_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0359+STABILITY: SURFACE MOTION
 LR0359
 LR0359  HISTORY     - Date     Condition        Report By
 LR0359  HISTORY     - 1958     MONUMENTED       CGS
 LR0359  HISTORY     - 1984     GOOD             NGS
 LR0359
 LR0359                          STATION DESCRIPTION
 LR0359
 LR0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0359'9.45 MI NW FROM VALMY.
 LR0359'9.45 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LR0359'VALMY, 47.71 FEET WEST OF STATION MARK, SET IN A ROUND CONCRETE POST
 LR0359'PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 LR0359
 LR0359                          STATION RECOVERY (1984)
 LR0359
 LR0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0359'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0359'NEW DESCRIPTION FOLLOWS.  15.4 KM (9.6 MI) NORTHWEST ALONG INTERSTATE
 LR0359'80 FROM THE HIGHWAY OVERPASS BRIDGE AT VALMY, 0.7 KM (0.45 MI)
 LR0359'NORTHWEST OF MILEPOST 208, 32.4 METERS (106.5 FT) NORTHEAST OF THE
 LR0359'WEST BOUND HIGHWAY CENTERLINE, 22.2 METERS (73 FT) WEST OF RM 1 AND
 LR0359'14.5 METERS (47.5 FT) NORTHWEST OF THE STATION.
 LR0359'THE MARK IS 15.1 METERS  NW FROM A WITNESS POST.
 LR0359'THE MARK IS 0.3 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0238 ***********************************************************************
 LS0238  DESIGNATION -  LOWER VALLEY
 LS0238  PID         -  LS0238
 LS0238  STATE/COUNTY-  NV/PERSHING
 LS0238  USGS QUAD   -  WILDHORSE PASS (1987)
 LS0238
 LS0238                         *CURRENT SURVEY CONTROL
 LS0238  ___________________________________________________________________
 LS0238* NAD 83(1994)-  40 06 59.95188(N)    118 28 34.15599(W)     ADJUSTED  
 LS0238* NAVD 88     -      1200.290  (meters)    3937.95   (feet)  ADJUSTED  
 LS0238  ___________________________________________________________________
 LS0238  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 LS0238  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 LS0238  DYNAMIC HT  -        1199.321 (meters)    3934.77  (feet)  COMP
 LS0238  MODELED GRAV-     979,777.9   (mgal)                       NAVD 88
 LS0238
 LS0238  HORZ ORDER  -  FIRST
 LS0238  VERT ORDER  -  SECOND    CLASS 0
 LS0238
 LS0238.The horizontal coordinates were established by classical geodetic methods
 LS0238.and adjusted by the National Geodetic Survey in June 1998..
 LS0238
 LS0238.The orthometric height was determined by differential leveling
 LS0238.and adjusted by the National Geodetic Survey in June 1991..
 LS0238
 LS0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0238
 LS0238.The geoid height was determined by GEOID03.
 LS0238
 LS0238.The dynamic height is computed by dividing the NAVD 88
 LS0238.geopotential number by the normal gravity value computed on the
 LS0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0238.degrees latitude (g = 980.6199 gals.).
 LS0238
 LS0238.The modeled gravity was interpolated from observed gravity values.
 LS0238
 LS0238;                    North         East     Units Scale Factor Converg.
 LS0238;SPC NV W     - 4,595,569.331   809,135.913   MT  0.99990103   +0 04 08.6
 LS0238;SPC NV W     -15,077,297.05  2,654,640.07   sFT  0.99990103   +0 04 08.6
 LS0238;UTM  11      - 4,441,748.971   374,208.188   MT  0.99979479   -0 57 04.6
 LS0238
 LS0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0238!SPC NV W     -   0.99981535  x   0.99990103  =   0.99971640
 LS0238!UTM  11      -   0.99981535  x   0.99979479  =   0.99961018
 LS0238
 LS0238:                Primary Azimuth Mark                     Grid Az
 LS0238:SPC NV W     -  LOVELOCK MUNICIPAL TANK                  002 53 42.2
 LS0238:UTM  11      -  LOVELOCK MUNICIPAL TANK                  003 54 55.4
 LS0238
 LS0238|---------------------------------------------------------------------|
 LS0238| PID    Reference Object                     Distance      Geod. Az  |
 LS0238|                                                           dddmmss.s |
 LS0238| LS0580 LOVELOCK MUNICIPAL TANK             APPROX. 6.9 KM 0025750.8 |
 LS0238| DB8161 LOWER VALLEY RM 1                    12.450 METERS 00405     |
 LS0238| LS0582 LETTER L ON HILLSIDE                APPROX.10.7 KM 0410825.1 |
 LS0238| LS0574 GYPSUM                              APPROX.13.0 KM 0524743.6 |
 LS0238| DB8162 LOWER VALLEY RM 3                    17.835 METERS 18137     |
 LS0238| LS0578 STATION 8                            29.636 METERS 28119     |
 LS0238| LS0586 RAILROAD WTR TK S OF LOVELOCK       APPROX. 5.2 KM 3504027.4 |
 LS0238| LS0239 LOWER VALLEY AZ MK                                 3574834.0 |
 LS0238| LS0584 LOVELOCK COURTHOUSE DOME            APPROX. 7.1 KM 3594354.1 |
 LS0238|---------------------------------------------------------------------|
 LS0238
 LS0238                          SUPERSEDED SURVEY CONTROL
 LS0238
 LS0238  NAD 83(1986)-  40 06 59.95882(N)    118 28 34.14980(W) AD(       ) 1
 LS0238  NAD 27      -  40 07 00.28400(N)    118 28 30.62200(W) AD(       ) 1
 LS0238  NGVD 29 (??/??/92) 1199.356  (m)         3934.89   (f) ADJ UNCH    2 0
 LS0238
 LS0238.Superseded values are not recommended for survey control.
 LS0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0238.See file dsdata.txt to determine how the superseded data were derived.
 LS0238
 LS0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE7420841749(NAD 83)
 LS0238_MARKER: DS = TRIANGULATION STATION DISK
 LS0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0238_STAMPING: LOWER VALLEY 1935
 LS0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0238+STABILITY: SURFACE MOTION
 LS0238
 LS0238  HISTORY     - Date     Condition        Report By
 LS0238  HISTORY     - 1935     MONUMENTED       CGS
 LS0238  HISTORY     - 1944     GOOD             CGS
 LS0238  HISTORY     - 1951     GOOD             CGS
 LS0238  HISTORY     - 1951     GOOD             NGS
 LS0238  HISTORY     - 1957     GOOD             CGS
 LS0238  HISTORY     - 1958     GOOD             CGS
 LS0238  HISTORY     - 1983     MARK NOT FOUND   USGS
 LS0238
 LS0238                          STATION DESCRIPTION
 LS0238
 LS0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 LS0238'STATION IS ON THE E SIDE OF THE GRAVEL ROAD WHICH LEADS DUE
 LS0238'S FROM LOVELOCK, AT A POINT 4.3 MILES S OF LOVELOCK, 17 METERS
 LS0238'E OF THE CENTER LINE OF THE ROAD, 3.15 METERS W OF THE FENCE
 LS0238'LINE AND 144 METERS N OF THE CROSS ROAD AT THE SECTION CORNER.
 LS0238'U.S.C. AND G.S. AND S.S.W.M. STATION NO. 8 IS DIRECTLY ACROSS
 LS0238'THE ROAD FROM THE STATION.
 LS0238'
 LS0238'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1 AND WITNESS MARK C AND
 LS0238'GS AND SS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 LS0238'
 LS0238'TO REACH FROM LOVELOCK GO S FROM THE RAILROAD STATION ON THE
 LS0238'ROAD WHICH LEADS S ALONG THE E SIDE OF THE RAILROAD TRACK FOR
 LS0238'4.3 MILES TO THE STATION.
 LS0238'
 LS0238'THE FINIAL ON TOP OF THE RAILROAD WATER TANK (BLACK ELEVATED)
 LS0238'1 MILE S OF LOVELOCK IS A GOOD AZIMUTH MARK.
 LS0238
 LS0238                          STATION RECOVERY (1944)
 LS0238
 LS0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 LS0238'ALL MARKS WERE FOUND IN GOOD CONDITION, INCLUDING AN AZIMUTH
 LS0238'MARK NOT MENTIONED IN THE 1935 DESCRIPTION.  THEY ARE ALL BRONZE
 LS0238'U.S.C. AND G.S. DISKS EXCEPT R.M. 2 WHICH IS A U.S.C. AND G.S. AND
 LS0238'STATE SURVEY DISK.
 LS0238'
 LS0238'THE STATION IS 470 FEET N OF CROSSROADS, 52 FEET E OF CENTER
 LS0238'LINE OF PAVED ROAD, AND 9 FEET W OF E RIGHT-OF-WAY FENCE.
 LS0238'STATION MARK PROJECTS ABOUT 4 INCHES ABOVE GROUND AND IS STAMPED
 LS0238'LOWER VALLEY 1935.
 LS0238'
 LS0238'REFERENCE MARK 1 IS 57 FEET E OF THE CENTER LINE OF PAVED
 LS0238'ROAD AND 7 FEET W OF THE E RIGHT-OF-WAY FENCE.  IT PROJECTS
 LS0238'ABOUT 6 INCHES ABOVE GROUND AND IS STAMPED LOWER VALLEY
 LS0238'NO 1 1935.
 LS0238'
 LS0238'REFERENCE MARK 2 IS 42.3 FEET W OF THE CENTER LINE OF PAVED
 LS0238'ROAD.  IT IS ABOUT 4 INCHES BELOW GROUND LEVEL AND IS STAMPED
 LS0238'STATION 8.
 LS0238'
 LS0238'AZIMUTH MARK IS 47 FEET W OF CENTER LINE OF PAVED ROAD,
 LS0238'49 FEET S OF POWER-TRANSMISSION LINE POLE NO. 9-7-2-1, 10
 LS0238'FEET E OF IRRIGATION DITCH, 4 FEET E OF LINE OF POWER-TRANSMISSION
 LS0238'LINE POLES, AND 2 FEET S OF WHITE WOODEN WITNESS POST.  IT
 LS0238'IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST
 LS0238'WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.  IT IS STAMPED LOWER
 LS0238'VALLEY 1935.
 LS0238'
 LS0238'TO REACH STATION FROM THE RAILROAD STATION IN LOVELOCK, CROSS
 LS0238'TO THE E SIDE OF THE RAILROAD AND TURN RIGHT (S) ON STREET
 LS0238'PARALLELING TRACKS.  FOLLOW THIS PAVED ROAD S 0.4 MILE TO JOG IN
 LS0238'ROAD.  CONTINUE S ON PAVED ROAD 3.9 MILES TO STATION.
 LS0238
 LS0238                          STATION RECOVERY (1951)
 LS0238
 LS0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 LS0238'THE STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION.
 LS0238'REFERENCE MARKS WERE SEARCHED FOR THOROUGHLY BUT NOT RECOVERED.
 LS0238'
 LS0238'THE STATION MARK IS 129 FEET N OF A LONE COTTONWOOD TREE,
 LS0238'54-1/2 FEET E OF THE CENTER LINE OF THE PAVED ROAD, 40 FEET
 LS0238'N OF TELEPHONE POLE NO. 75, AND 4.7 FEET S OF A WITNESS POST.
 LS0238'IT IS A STANDARD STATION-MARK DISK, STAMPED LOWER VALLEY 1935
 LS0238'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LS0238'THE GROUND.
 LS0238'
 LS0238'THE AZIMUTH MARK IS 0.45 MILE NW OF THE STATION, 50 FEET S
 LS0238'OF POWER LINE POLE 97.95, 42 FEET W OF THE CENTER LINE OF THE
 LS0238'ROAD, 8 FEET E OF THE W EDGE OF A DITCH, 2 FEET SOUTH OF A
 LS0238'WITNESS POST, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.  IT IS
 LS0238'A STANDARD AZIMUTH-MARK DISK, STAMPED LOWER VALLEY 1935
 LS0238'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 LS0238'THE GROUND.
 LS0238'
 LS0238'THIS STATION IS LOCATED ABOUT 4-1/2 MILES S ALONG A PAVED
 LS0238'ROAD ON THE E SIDE OF THE SOUTHERN PACIFIC CO. RAILROAD TRACK
 LS0238'FROM THE STATION AT LOVELOCK, 0.1 MILE N OF A ROAD INTERSECTION,
 LS0238'AND ON THE E SIDE OF THE PAVED ROAD.
 LS0238
 LS0238                          STATION RECOVERY (1951)
 LS0238
 LS0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 LS0238'4.5 MI S FROM LOVELOCK.
 LS0238'4.5 MILES SOUTH ALONG A PAVED ROAD ON THE EAST SIDE OF THE TRACKS FROM
 LS0238'THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT LOVELOCK, 0.1 MILE
 LS0238'NORTH OF THE INTERSECTION OF ROADS, 129 FEET NORTH OF A LONE
 LS0238'COTTONWOOD TREE, 54 1/2 FEET EAST OF THE CENTER LINE OF A PAVED ROAD
 LS0238'RUNNING NORTH AND SOUTH, 39.8 FEET NORTH OF TELEPHONE POLE NO. 75, 4.7
 LS0238'FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 LS0238'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LS0238
 LS0238                          STATION RECOVERY (1957)
 LS0238
 LS0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0238'THE STATION, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 LS0238'AND IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND.
 LS0238'REFERENCE MARK NO. 3 WAS ESTABLISHED.  A DIFFERENCE IN THE
 LS0238'DIRECTION AND DISTANCE TO REFERENCE MARK 1 WAS NOTED.
 LS0238'
 LS0238'THE STATION IS ON THE EAST RIGHT-OF-WAY OF MERIDIAN ROAD,
 LS0238'0.1 MILE NORTH OF A CROSSROAD INTERSECTION AND 4.3 MILES
 LS0238'SOUTH ALONG THE PAVED ROAD LEADING SOUTH (ON THE EAST SIDE OF
 LS0238'THE SOUTHERN PACIFIC RAILROAD TRACKS) FROM THE RAILROAD STATION
 LS0238'IN LOVELOCK.
 LS0238'
 LS0238'TO REACH FROM THE RAILROAD STATION IN LOVELOCK, GO SOUTH
 LS0238'ON EAST BROADWAY STREET (ON EAST SIDE OF TRACKS) FOR 0.4
 LS0238'MILE TO A JOG IN THE STREET AND THE INTERSECTION WITH MERIDIAN
 LS0238'ROAD.  CONTINUE SOUTH ON MERIDIAN ROAD FOR 3.5 MILES TO THE
 LS0238'AZIMUTH MARK ON THE RIGHT, THENCE SOUTH FOR 0.4 MILE TO THE
 LS0238'STATION ON THE LEFT SIDE OF THE ROAD.
 LS0238'
 LS0238'THE STATION, STAMPED LOWER VALLEY 1935, PROJECTS ABOUT
 LS0238'6 INCHES.  IT IS 2-1/2 FEET WEST OF THE FENCE LINE, 54 FEET
 LS0238'EAST OF THE APPROXIMATE CENTER LINE OF THE PAVED ROAD AND
 LS0238'4-1/2 FEET SOUTH OF A WITNESS POST.
 LS0238'
 LS0238'REFERENCE MARK 1, STAMPED LOWER VALLEY NO 1 1935, IS
 LS0238'ABOUT 10 INCHES BELOW THE GROUND SURFACE.  IT IS IN THE FIELD
 LS0238'6 INCHES EAST OF THE FENCE LINE.
 LS0238'
 LS0238'REFERENCE MARK 3, STAMPED LOWER VALLEY NO 3 1935, PROJECTS
 LS0238'ABOUT 8 INCHES.  IT IS ON THE EAST RIGHT-OF-WAY, 4 FEET WEST
 LS0238'OF THE FENCE LINE.
 LS0238'
 LS0238'THE AZIMUTH MARK, STAMPED LOWER VALLEY 1935, PROJECTS
 LS0238'ABOUT 1 INCH.  IT IS ON THE RIGHT-OF-WAY 43 FEET WEST OF THE
 LS0238'CENTER LINE OF MERIDIAN ROAD, 22 FEET EAST OF THE FENCE LINE
 LS0238'AND 2 FEET SOUTH OF A WITNESS POST.
 LS0238
 LS0238                          STATION RECOVERY (1958)
 LS0238
 LS0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0238'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 LS0238'A NEW DESCRIPTION FOLLOWS--
 LS0238'
 LS0238'THE STATION IS LOCATED AIRLINE ABOUT 4-1/2 MILES SOUTH OF LOVELOCK,
 LS0238'475 FEET NORTH OF CROSSROADS, 50 FEET EAST OF CENTER LINE OF
 LS0238'PAVED ROAD, 6 FEET WEST OF A NORTH SOUTH FENCE LINE, AND
 LS0238'4 FEET SOUTH OF A WHITE WITNESS POST.
 LS0238'
 LS0238'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LOVELOCK
 LS0238'GO EAST ON MAIN STREET FOR 0.05 MILE TO THE INTERSECTION OF
 LS0238'U.S. HIGHWAY 40.  CONTINUE ON MAIN STREET FOR 0.1 MILE TO THE
 LS0238'RAILROAD TRACKS, CROSS TRACKS AND TURN RIGHT ON PAVED STREET
 LS0238'PARALLELING THE RAILROAD TRACKS FOR 0.4 MILE TO A JOG IN THE
 LS0238'ROAD.  CONTINUE SOUTH ON PAVED ROAD FOR 3.5 MILES TO THE AZIMUTH
 LS0238'MARK ON THE RIGHT.  CONTINUE SOUTH ON PAVED ROAD FOR 0.4 MILE
 LS0238'TO THE STATION ON THE LEFT SIDE OF ROAD.
 LS0238'
 LS0238'THE STATION MARK IS A STANDARD DISK STAMPED LOWER VALLEY 1935
 LS0238'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 LS0238'ABOUT 4 INCHES ABOVE THE GROUND.
 LS0238'
 LS0238'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED LOWER VALLEY
 LS0238'NO 1 1935 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 LS0238'IS 6 INCHES BELOW GROUND LEVEL.  IT IS ABOUT 1 FOOT EAST OF A
 LS0238'NORTH SOUTH FENCE LINE AND 55 FEET EAST OF CENTER LINE OF PAVED
 LS0238'ROAD.
 LS0238'
 LS0238'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED LOWER VALLEY
 LS0238'NO 3 1935 SET IN THE TOP OF ROUND POST THAT IS 10-INCHES
 LS0238'IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 6 FEET WEST OF A NORTH
 LS0238'SOUTH FENCE LINE AND 50 FEET EAST OF CENTER LINE OF PAVED ROAD.
 LS0238'
 LS0238'THE AZIMUTH MARK IS LOCATED 0.4 MILE NORTH OF STATION MARK,
 LS0238'49 FEET SOUTH OF POWER LINE POLE NUMBER 9795, 47 FEET WEST OF
 LS0238'CENTER LINE OF PAVED ROAD, 10 FEET EAST OF IRRIGATION DITCH,
 LS0238'AND 2 FEET SOUTH OF WHITE WITNESS POST.  IT IS A STANDARD
 LS0238'DISK STAMPED LOWER VALLEY 1935 SET IN THE TOP OF A 10-INCH
 LS0238'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 LS0238
 LS0238                          STATION RECOVERY (1983)
 LS0238
 LS0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LS0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0239 ***********************************************************************
 LS0239  DESIGNATION -  LOWER VALLEY AZ MK
 LS0239  PID         -  LS0239
 LS0239  STATE/COUNTY-  NV/PERSHING
 LS0239  USGS QUAD   -  WILDHORSE PASS (1987)
 LS0239
 LS0239                         *CURRENT SURVEY CONTROL
 LS0239  ___________________________________________________________________
 LS0239* NAD 83(1986)-  40 07 22.     (N)    118 28 35.     (W)     SCALED    
 LS0239* NAVD 88     -      1201.741  (meters)    3942.71   (feet)  ADJUSTED  
 LS0239  ___________________________________________________________________
 LS0239  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 LS0239  DYNAMIC HT  -        1200.773 (meters)    3939.54  (feet)  COMP
 LS0239  MODELED GRAV-     979,778.9   (mgal)                       NAVD 88
 LS0239
 LS0239  VERT ORDER  -  SECOND    CLASS 0
 LS0239
 LS0239.The horizontal coordinates were scaled from a topographic map and have
 LS0239.an estimated accuracy of +/- 6 seconds.
 LS0239
 LS0239.The orthometric height was determined by differential leveling
 LS0239.and adjusted by the National Geodetic Survey in June 1991..
 LS0239
 LS0239.The geoid height was determined by GEOID03.
 LS0239
 LS0239.The dynamic height is computed by dividing the NAVD 88
 LS0239.geopotential number by the normal gravity value computed on the
 LS0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0239.degrees latitude (g = 980.6199 gals.).
 LS0239
 LS0239.The modeled gravity was interpolated from observed gravity values.
 LS0239
 LS0239;                    North         East    Units  Estimated Accuracy
 LS0239;SPC NV W     - 4,596,250.      809,120.      MT  (+/- 180 meters Scaled)
 LS0239
 LS0239                          SUPERSEDED SURVEY CONTROL
 LS0239
 LS0239  NGVD 29 (??/??/92) 1200.81   (m)         3939.7    (f) COMPUTED    2 0
 LS0239
 LS0239.Superseded values are not recommended for survey control.
 LS0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0239.See file dsdata.txt to determine how the superseded data were derived.
 LS0239
 LS0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE741424(NAD 83)
 LS0239_MARKER: DZ = AZIMUTH MARK DISK
 LS0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0239_STAMPING: LOWER VALLEY 1935
 LS0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0239+STABILITY: SURFACE MOTION
 LS0239
 LS0239  HISTORY     - Date     Condition        Report By
 LS0239  HISTORY     - 1935     MONUMENTED       CGS
 LS0239  HISTORY     - 1951     GOOD             NGS
 LS0239
 LS0239                          STATION DESCRIPTION
 LS0239
 LS0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0239'3.95 MI S FROM LOVELOCK.
 LS0239'3.95 MILES SOUTH ALONG A PAVED ROAD ON THE EAST SIDE OF THE TRACKS
 LS0239'FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT LOVELOCK, 0.55
 LS0239'MILE NORTH OF A ROAD INTERSECTION, 0.45 MILE NORTHWEST OF THE STATION,
 LS0239'50.2 FEET SOUTH OF POWER LINE POLE NO. 97.95, 42 FEET WEST OF THE
 LS0239'CENTER LINE OF THE PAVED ROAD, 8 FEET EAST OF THE WEST EDGE OF A DITCH
 LS0239'RUNNING NORTH AND SOUTH, 2 FEET SOUTH OF A WITNESS POST, ABOUT 1/2
 LS0239'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LS0239'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0522 ***********************************************************************
 MV0522  DESIGNATION -  LUCKY
 MV0522  PID         -  MV0522
 MV0522  STATE/COUNTY-  NV/HUMBOLDT
 MV0522  USGS QUAD   -  MUSTANG SPRING (1990)
 MV0522
 MV0522                         *CURRENT SURVEY CONTROL
 MV0522  ___________________________________________________________________
 MV0522* NAD 83(1994)-  41 35 29.76202(N)    118 16 48.54057(W)     ADJUSTED  
 MV0522* NAVD 88     -      1772.6    (meters)    5816.     (feet)  VERTCON   
 MV0522  ___________________________________________________________________
 MV0522  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 MV0522  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 MV0522
 MV0522  HORZ ORDER  -  THIRD
 MV0522
 MV0522.The horizontal coordinates were established by classical geodetic methods
 MV0522.and adjusted by the National Geodetic Survey in June 1998..
 MV0522
 MV0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0522
 MV0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0522
 MV0522.The geoid height was determined by GEOID03.
 MV0522
 MV0522;                    North         East     Units Scale Factor Converg.
 MV0522;SPC NV W     - 4,759,386.353   825,276.416   MT  0.99990786   +0 12 04.5
 MV0522;SPC NV W     -15,614,753.39  2,707,594.37   sFT  0.99990786   +0 12 04.5
 MV0522;UTM  11      - 4,605,225.019   393,304.743   MT  0.99974009   -0 50 59.5
 MV0522
 MV0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0522!SPC NV W     -   0.99972520  x   0.99990786  =   0.99963309
 MV0522!UTM  11      -   0.99972520  x   0.99974009  =   0.99946536
 MV0522
 MV0522|---------------------------------------------------------------------|
 MV0522| PID    Reference Object                     Distance      Geod. Az  |
 MV0522|                                                           dddmmss.s |
 MV0522| CS8518 LUCKY RM 2                            6.251 METERS 01803     |
 MV0522| CS8517 LUCKY RM 1                            5.349 METERS 27308     |
 MV0522|---------------------------------------------------------------------|
 MV0522
 MV0522                          SUPERSEDED SURVEY CONTROL
 MV0522
 MV0522  NAD 83(1991)-  41 35 29.76569(N)    118 16 48.53771(W) AD(       ) 3
 MV0522  NGVD 29 (11/09/93) 1771.5    (m)         5812.     (f) VERT ANG       
 MV0522
 MV0522.Superseded values are not recommended for survey control.
 MV0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0522.See file dsdata.txt to determine how the superseded data were derived.
 MV0522
 MV0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG9330505225(NAD 83)
 MV0522_MARKER: DD = SURVEY DISK
 MV0522_SETTING: 66 = SET IN ROCK OUTCROP
 MV0522_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 MV0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0522+STABILITY: POSITION/ELEVATION WELL
 MV0522
 MV0522  HISTORY     - Date     Condition        Report By
 MV0522  HISTORY     - 1960     MONUMENTED       USGS
 MV0522
 MV0522                          STATION DESCRIPTION
 MV0522
 MV0522'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MV0522'LOCATED ABOUT 17.0 MI NW. OF SOD HOUSE, 8.0 MI ENE. OF QUINN
 MV0522'RIVER CROSSING RANCH, ABOUT 8.0 MI S. OF NINE MILE RANCH.  ON
 MV0522'HIGHEST POINT OF HIGHEST TOP NEAR S. END OF RANGE OF HILLS THAT
 MV0522'BORDERS KINGS RIVER VALLEY ON W.
 MV0522'
 MV0522'TO REACH FROM SOD HOUSE ENTRANCE ON STATE HWY. 8A, GO 15.3 MI W.
 MV0522'AND N. TOWARD DENIO TO DIRT RD. RIGHT.  TURN RIGHT 4.6 MI TO
 MV0522'FORKS.  TAKE RIGHT FORK 0.45 MI TO DIM RD. LEFT.  TURN LEFT UP
 MV0522'VALLEY ON DIRT RD. TO END AND X-RDS.  TURN RIGHT 0.5 MI TO
 MV0522'RIGHT-ANGLE TURN IN RD.  TURN LEFT ACROSS WASH, THENCE WORK WAY
 MV0522'E. CROSS-COUNTRY TO BASE OF HIGHEST HILL 0.8 MI AND END OF TRUCK
 MV0522'TRAVEL.  HIKE TO HIGHEST POINT OF TOP AND STATION.  ABOUT A
 MV0522'15-MIN. PACK.
 MV0522'
 MV0522'STATION MARK--STANDARD TABLET STAMPED---LUCKY 1960---, CEMENTED IN
 MV0522'DRILL HOLE IN SOLID ROCK IN PLACE.
 MV0522'
 MV0522'RM 1--STANDARD RM TABLET STAMPED---NO 1 1960---, CEMENTED IN DRILL
 MV0522'HOLE IN SOLID ROCK IN PLACE.
 MV0522'
 MV0522'RM 2--STANDARD RM TABLET STAMPED---NO 2 1960---, CEMENTED IN DRILL
 MV0522'HOLE IN SOLID ROCK IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0351 ***********************************************************************
 JR0351  DESIGNATION -  LUHR
 JR0351  PID         -  JR0351
 JR0351  STATE/COUNTY-  NV/LYON
 JR0351  USGS QUAD   -  YERINGTON (1986)
 JR0351
 JR0351                         *CURRENT SURVEY CONTROL
 JR0351  ___________________________________________________________________
 JR0351* NAD 83(1994)-  38 58 10.04466(N)    119 08 03.03661(W)     ADJUSTED  
 JR0351* NAVD 88     -      1459.72   (+/-2cm)    4789.1    (feet)  VERTCON   
 JR0351  ___________________________________________________________________
 JR0351  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 JR0351  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JR0351
 JR0351  HORZ ORDER  -  THIRD
 JR0351  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0351
 JR0351.The horizontal coordinates were established by classical geodetic methods
 JR0351.and adjusted by the National Geodetic Survey in June 1998..
 JR0351
 JR0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0351.The vertical order pertains to the NGVD 29 superseded value.
 JR0351
 JR0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0351
 JR0351.The geoid height was determined by GEOID03.
 JR0351
 JR0351;                    North         East     Units Scale Factor Converg.
 JR0351;SPC NV W     - 4,468,352.385   752,266.518   MT  0.99992805   -0 20 47.2
 JR0351;SPC NV W     -14,659,919.45  2,468,061.07   sFT  0.99992805   -0 20 47.2
 JR0351;UTM  11      - 4,315,553.344   315,109.429   MT  1.00002095   -1 20 33.3
 JR0351
 JR0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0351!SPC NV W     -   0.99977492  x   0.99992805  =   0.99970299
 JR0351!UTM  11      -   0.99977492  x   1.00002095  =   0.99979586
 JR0351
 JR0351|---------------------------------------------------------------------|
 JR0351| PID    Reference Object                     Distance      Geod. Az  |
 JR0351|                                                           dddmmss.s |
 JR0351| CS8842 LUHR RM 1                            15.057 METERS 08422     |
 JR0351| CS8843 LUHR RM 2                             6.645 METERS 32659     |
 JR0351|---------------------------------------------------------------------|
 JR0351
 JR0351                          SUPERSEDED SURVEY CONTROL
 JR0351
 JR0351  NAD 83(1992)-  38 58 10.04725(N)    119 08 03.01699(W) AD(       ) 3
 JR0351  NGVD 29 (??/??/92) 1458.685  (m)         4785.70   (f) ADJ UNCH    2 0
 JR0351
 JR0351.Superseded values are not recommended for survey control.
 JR0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0351.See file dsdata.txt to determine how the superseded data were derived.
 JR0351
 JR0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD1510915553(NAD 83)
 JR0351_MARKER: DD = SURVEY DISK
 JR0351_SETTING: 80 = SET IN A BOULDER
 JR0351_SP_SET: BOULDER
 JR0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0351+STABILITY: SURFACE MOTION
 JR0351
 JR0351  HISTORY     - Date     Condition        Report By
 JR0351  HISTORY     - UNK      MONUMENTED       NVGS
 JR0351  HISTORY     - 1951     GOOD             NGS
 JR0351  HISTORY     - 1955     GOOD             USGS
 JR0351
 JR0351                          STATION DESCRIPTION
 JR0351
 JR0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0351'3.2 MI SE FROM YERINGTON.
 JR0351'0.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE COURTHOUSE IN
 JR0351'YERINGTON, THENCE 1.2 MILES EAST ALONG AN ASPHALT ROAD, THENCE
 JR0351'1.0 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE 0.4 MILES EAST
 JR0351'ALONG A GRAVEL ROAD TO A CEMETERY, THENCE 0.4 MILES NORTHEAST
 JR0351'UP A MOUNTAIN SLOPE WITH A LARGE LETTER Y WHITEWASHED ON THE
 JR0351'NORTHWEST SIDE AND WHICH IS VISIBLE FROM MOST POINTS AT A
 JR0351'CONSIDERABLE DISTANCE TO THE NORTH AND THE WEST, 40 FEET
 JR0351'NORTHEAST OF THE RIGHT ARM OF THE Y, NEAR THE HIGHEST POINT OF
 JR0351'THE MOUNTAIN, AND SET IN THE TOP OF A SMALL BOULDER PROJECTING
 JR0351'0.3 FEET ABOVE THE GROUND.
 JR0351
 JR0351                          STATION RECOVERY (1955)
 JR0351
 JR0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JR0351'RECOVERED AS DESCRIBED IN CGS LEVEL LINE.  NEW DESCRIPTION
 JR0351'FOLLOWS.
 JR0351'
 JR0351'LOCATED ABOUT 3.5 MI NE. OF MASON, 2 MI SE. OF YERINGTON.  ON
 JR0351'NORTH END OF ROCKY HILLS OVERLOOKING YERINGTON CEMETERY.
 JR0351'YERINGTON HIGH SCHOOL BLOCK Y IS ON WEST FACE OF HILL.
 JR0351'
 JR0351'TO REACH FROM JCT. OF U.S. HWY. 95A AND STATE HWY. 3 IN
 JR0351'YERINGTON, DRIVE 2 MI S. ON STATE HWY. 3 TO X-RDS.  TURN LEFT 1
 JR0351'MI E. TO X-RDS., CONTINUE STRAIGHT AHEAD ON MAIN-TRAVELED RD. 1.6
 JR0351'MI TO RD. FORKS.  TURN LEFT ON TRACK RD. 2.1 MI CROSS-COUNTRY TO
 JR0351'END OF RD. AND STATION.
 JR0351'
 JR0351'STATION MARK--CGS AND NVGS DISK, UNSTAMPED, CEMENTED IN BEDROCK.
 JR0351'
 JR0351'RM 1--STANDARD RM TABLET STAMPED---LUHR NO 1 1955---, CEMENTED IN
 JR0351'GRANITE OUTCROP.
 JR0351'
 JR0351'RM 2--COPPER NAIL AND WASHER LEADED IN DRILL HOLE.
 JR0351'
 JR0351'-STATION MARK DESTROYED AND REPLACED
 JR0351'BY NAIL CEMENTED IN CENTER OF DRILL HOLE.  STATION CAN ALSO BE
 JR0351'REACHED BY FOLLOWING BRIDGE STREET E. TO CEMETERY THEN MAIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0383 ***********************************************************************
 JP0383  DESIGNATION -  LUND
 JP0383  PID         -  JP0383
 JP0383  STATE/COUNTY-  NV/WHITE PINE
 JP0383  USGS QUAD   -  BROWN KNOLL (1977)
 JP0383
 JP0383                         *CURRENT SURVEY CONTROL
 JP0383  ___________________________________________________________________
 JP0383* NAD 83(1994)-  38 49 16.16758(N)    114 55 15.94005(W)     ADJUSTED  
 JP0383* NAVD 88     -      2734.6    (meters)    8972.     (feet)  VERTCON   
 JP0383  ___________________________________________________________________
 JP0383  LAPLACE CORR-           8.33  (seconds)                    DEFLEC99
 JP0383  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 JP0383
 JP0383  HORZ ORDER  -  SECOND
 JP0383
 JP0383.The horizontal coordinates were established by classical geodetic methods
 JP0383.and adjusted by the National Geodetic Survey in June 1998..
 JP0383
 JP0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0383
 JP0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0383
 JP0383.The geoid height was determined by GEOID03.
 JP0383
 JP0383;                    North         East     Units Scale Factor Converg.
 JP0383;SPC NV E     - 8,451,954.856   257,506.034   MT  0.99994071   +0 24 54.6
 JP0383;SPC NV E     -27,729,455.22    844,834.38   sFT  0.99994071   +0 24 54.6
 JP0383;SPC NV C     - 6,453,194.289   651,582.481   MT  1.00018286   +1 05 40.2
 JP0383;SPC NV C     -21,171,854.93  2,137,733.52   sFT  1.00018286   +1 05 40.2
 JP0383;UTM  11      - 4,298,983.626   680,476.935   MT  1.00000110   +1 18 13.0
 JP0383
 JP0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0383!SPC NV E     -   0.99957448  x   0.99994071  =   0.99951521
 JP0383!SPC NV C     -   0.99957448  x   1.00018286  =   0.99975726
 JP0383!UTM  11      -   0.99957448  x   1.00000110  =   0.99957558
 JP0383
 JP0383|---------------------------------------------------------------------|
 JP0383| PID    Reference Object                     Distance      Geod. Az  |
 JP0383|                                                           dddmmss.s |
 JP0383| DD6204 LUND RM 1                             6.248 METERS 02349     |
 JP0383| DD6203 LUND AZ MK                                         0794411.7 |
 JP0383| DD6205 LUND RM 2                             6.294 METERS 13931     |
 JP0383|---------------------------------------------------------------------|
 JP0383
 JP0383                          SUPERSEDED SURVEY CONTROL
 JP0383
 JP0383  NAD 83(1994)-  38 49 16.16703(N)    114 55 15.94061(W) AD(       ) 2
 JP0383  NAD 83(1986)-  38 49 16.16291(N)    114 55 15.94190(W) AD(       ) 2
 JP0383  NAD 27      -  38 49 16.36100(N)    114 55 12.89800(W) AD(       ) 2
 JP0383  NGVD 29 (01/04/94) 2733.2    (m)         8967.     (f) VERT ANG       
 JP0383
 JP0383.Superseded values are not recommended for survey control.
 JP0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0383.See file dsdata.txt to determine how the superseded data were derived.
 JP0383
 JP0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC8047798984(NAD 83)
 JP0383_MARKER: DS = TRIANGULATION STATION DISK
 JP0383_SETTING: 66 = SET IN ROCK OUTCROP
 JP0383_SP_SET: PARTIALLY EXPOSED BEDROCK
 JP0383
 JP0383  HISTORY     - Date     Condition        Report By
 JP0383  HISTORY     - 1944     MONUMENTED       CGS
 JP0383  HISTORY     - 1965     GOOD             USGS
 JP0383  HISTORY     - 1973     GOOD             USGS
 JP0383  HISTORY     - 1973     GOOD             USGS
 JP0383
 JP0383                          STATION DESCRIPTION
 JP0383
 JP0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 JP0383'STATION IS LOCATED ABOUT 28 MILES (AIR LINE) S OF ELY, ABOUT
 JP0383'5 MILES (AIR LINE) E OF THE TOWN OF LUND, ON A LOW PART OF THE
 JP0383'EGAN RANGE THAT DIVIDES THE WHITE RIVER AND STEPTOE VALLEYS.
 JP0383'
 JP0383'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 JP0383'WITH GROUND.  IT IS STAMPED LUND 1944.  IT IS ON THE HIGHEST
 JP0383'POINT OF A KNIFE-LIKE ROCK RIDGE THAT BREAKS OFF SHEER TO
 JP0383'THE W.
 JP0383'
 JP0383'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 JP0383'2 INCHES BELOW THE SURFACE OF THE ROCK.  IT IS STAMPED
 JP0383'LUND NO 1 1944.
 JP0383'
 JP0383'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET FLUSH IN
 JP0383'BEDROCK.  IT IS STAMPED LUND NO 2 1944.
 JP0383'
 JP0383'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK ON THE
 JP0383'W FACE OF THE E BANK OF SECOND LOW SADDLE MENTIONED BELOW.
 JP0383'IT IS STAMPED LUND 1944.
 JP0383'
 JP0383'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND
 JP0383'50 AT EAST ELY, GO S ON U.S. HIGHWAY 6 FOR 5.6 MILES TO A
 JP0383'GRADED ROAD RIGHT JUST N OF A CONCRETE CULVERT.  TURN RIGHT
 JP0383'ON GRADED ROAD AND GO S FOR 10.0 MILES TO A ROAD E LEADING
 JP0383'TO A RANCH HOUSE.  CONTINUE S ON CAVE VALLEY ROAD FOR 14.1
 JP0383'MILES TO A TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW TRACK
 JP0383'ROAD W TOWARD FOOTHILLS FOR 2.5 MILES TO A SMALL POND OF
 JP0383'WATER ON RIGHT.  CONTINUE W FOR 0.5 MILE TO FORKS.  TAKE RIGHT
 JP0383'FORK AND GO 0.95 MILE TO FORK, TAKE RIGHT FORK AND CONTINUE
 JP0383'0.2 MILE TO SHEEP CORRALS IN CANYON AND FORK.  TAKE LEFT
 JP0383'FORK AND GO 0.1 MILE TO WATER TROUGH ON LEFT AND FORKS.
 JP0383'TAKE RIGHT FORK AND GO 0.25 MILE TO TOP OF LOW BARE ROCK
 JP0383'RIDGE.  HERE LEAVE TRUCK AND PACK W ALONG RIDGE SUMMIT FOR
 JP0383'ABOUT 1/2 MILE, TURN LEFT AND CLIMB S UP STEEP
 JP0383'BRUSH-COVERED SLOPE TO SUMMIT, THENCE S ABOUT 300 YARDS
 JP0383'ALONG SUMMIT TO SADDLE JUST N OF VERTICAL WHITE ROCK
 JP0383'CLIFFS.  THERE IS A SMALL ROCK CAIRN ON TOP OF MOST W
 JP0383'CLIFF.  PASS TO RIGHT (N) OF CLIFFS AND DROP DOWN INTO
 JP0383'LOW SADDLE.  FROM HERE STATION LIES ALMOST DUE W, A BARE
 JP0383'ROCK PEAK.  CLIMB UP W SLOPE OF SADDLE OVER LOW
 JP0383'BRUSH-COVERED HILL, THENCE DOWN ACROSS SECOND LOW SADDLE OR
 JP0383'DRAW AND UP ONTO MAIN SUMMIT OF RIDGE.  KEEP W TOWARD
 JP0383'ROCKY POINT, CIRCLE TO LEFT TOWARD S END OF CLIFF.  TURN
 JP0383'RIGHT AND CLIMB UP S SLOPE TO HIGHEST POINT AND STATION.
 JP0383'
 JP0383'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JP0383
 JP0383                          STATION RECOVERY (1965)
 JP0383
 JP0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JP0383'RECOVERED AS DESCRIBED BY NGS IN 1944 IN DESCRIPTION LIST 38 114
 JP0383'4, STATION 1006.
 JP0383
 JP0383                          STATION RECOVERY (1973)
 JP0383
 JP0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (PGJ)
 JP0383'THE STATION WAS RECOVERED.
 JP0383'A NEW LOCATED ABOUT AND
 JP0383'TO REACH DESCRIPTION WAS MADE FOR THIS STATION.
 JP0383
 JP0383                          STATION RECOVERY (1973)
 JP0383
 JP0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JP0383'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 JP0383'
 JP0383'NEW TO REACH FOLLOWS--TO REACH FROM JCT. OF HWYS. 6, 50 AND 93
 JP0383'IN ELY, GO 5.45 MI SE. ON STATE HWY. 93 TO RD. RIGHT.  GO 27.85 MI
 JP0383'SOUTHERLY ON MAIN-TRAVELED GRADED RD. TO RD. RIGHT.  GO NW. THEN
 JP0383'SW. 1.4 MI TO METAL TANK.  TURN LEFT ACROSS DRAIN 3.15 MI SW. AND
 JP0383'W. PASSING THROUGH TWO GATES TO FORK.  TAKE RIGHT FORK 0.55 MI N.
 JP0383'AND NE. TO FORK.  TAKE LEFT FORK 1.55 MI NORTHWESTERLY ON JEEP
 JP0383'TRAIL TO WHERE RD. GOES THROUGH SADDLE.  PACK NNW. CROSSING OVER
 JP0383'EAST END OF E.-W. RIDGE INTO E.-W. DRAIN.  THEN ALONG GRASSY S.
 JP0383'SLOPING MEADOW AND CONTINUE UPHILL TO HIGHEST, WHITISH, ROCKY TOP
 JP0383'AND STATION.  ABOUT A 1-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8164 ***********************************************************************
 AH8164  DESIGNATION -  LUNING
 AH8164  PID         -  AH8164
 AH8164  STATE/COUNTY-  NV/MINERAL
 AH8164  USGS QUAD   -  MINA NW (1982)
 AH8164
 AH8164                         *CURRENT SURVEY CONTROL
 AH8164  ___________________________________________________________________
 AH8164* NAD 83(1994)-  38 26 50.26510(N)    118 12 36.89912(W)     ADJUSTED  
 AH8164* NAVD 88     -      2235.7    (meters)    7335.     (feet)  VERTCON   
 AH8164  ___________________________________________________________________
 AH8164  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 AH8164  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AH8164
 AH8164  HORZ ORDER  -  THIRD
 AH8164
 AH8164.The horizontal coordinates were established by classical geodetic methods
 AH8164.and adjusted by the National Geodetic Survey in February 1999..
 AH8164
 AH8164.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8164
 AH8164.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8164
 AH8164.The geoid height was determined by GEOID03.
 AH8164
 AH8164;                    North         East     Units Scale Factor Converg.
 AH8164;SPC NV W     - 4,410,314.748   832,565.610   MT  0.99991306   +0 13 55.1
 AH8164;SPC NV W     -14,469,507.64  2,731,509.01   sFT  0.99991306   +0 13 55.1
 AH8164;UTM  11      - 4,256,138.921   394,390.141   MT  0.99973735   -0 45 09.3
 AH8164
 AH8164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8164!SPC NV W     -   0.99965317  x   0.99991306  =   0.99956627
 AH8164!UTM  11      -   0.99965317  x   0.99973735  =   0.99939062
 AH8164
 AH8164                          SUPERSEDED SURVEY CONTROL
 AH8164
 AH8164  NGVD 29 (02/26/99) 2234.5    (m)         7331.     (f) VERT ANG       
 AH8164
 AH8164.Superseded values are not recommended for survey control.
 AH8164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8164.See file dsdata.txt to determine how the superseded data were derived.
 AH8164
 AH8164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC9439056139(NAD 83)
 AH8164_MARKER: DS = TRIANGULATION STATION DISK
 AH8164_SETTING: 66 = SET IN ROCK OUTCROP
 AH8164_PROJECTION: FLUSH
 AH8164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8164+STABILITY: POSITION/ELEVATION WELL
 AH8164
 AH8164  HISTORY     - Date     Condition        Report By
 AH8164  HISTORY     - 1967     MONUMENTED       USGS
 AH8164
 AH8164                          STATION DESCRIPTION
 AH8164
 AH8164'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AH8164'LOCATED ABOUT 4.2 MI. S. AND 1.6 MI. W. OF LUNING, ON THE MIDDLE OF
 AH8164'THREE TOPS ON AN ELONGATED RIDGE THAT TRENDS NW.-SE.
 AH8164'TO REACH FROM LUNING POST OFFICE, DRIVE W. ON U.S. HIGHWAY 95 FOR 1
 AH8164'MI. TO A Y-RD. SW., TURN LEFT, SW., AND FOLLOW RD. FOR 3.9 MI. TO A
 AH8164'Y-RD. JUNCTION, TAKE THE RIGHT FORK, STRAIGHT AHEAD, AND DRIVE FOR 1.8
 AH8164'MI. TO Y-RD. JUNCTION, TAKE THE LEFT FORK AND DRIVE 0.4 MI. TO SADDLE
 AH8164'AND END OF TRUCK TRAVEL.  PACK E. UPHILL TO RIDGE, THEN SE. ALONG
 AH8164'RIDGE TO SECOND TOP AND STATION MARK ON HIGHEST POINT OF TOP. A
 AH8164'30-MINUTE PACK.
 AH8164'STATION MARK--STANDARD TABLET STAMPED---LUNING 1967--- CEMENTED IN
 AH8164'ROCK OUTCROP FLUSH WITH GROUND.
 AH8164'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 AH8164'1967--- CEMENTED IN ROCK OUTCROP PROJECTING 2 FT. ABOVE THE GROUND,
 AH8164'11.13 FT. FROM STATION MARK IN DIRECT 359 DEGREES 01 MINUTES.
 AH8164'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 AH8164'1967--- CEMENTED IN ROCK OUTCROP PROJECTING 0.5 FT. ABOVE GROUND,
 AH8164'12.97 FT. FROM STATION MARK IN DIRECT 96 DEGREES 34 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0919 ***********************************************************************
 GR0919  DESIGNATION -  LVAAF AZ MK
 GR0919  PID         -  GR0919
 GR0919  STATE/COUNTY-  NV/CLARK
 GR0919  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0919
 GR0919                         *CURRENT SURVEY CONTROL
 GR0919  ___________________________________________________________________
 GR0919* NAD 83(1986)-  36 14 54.     (N)    115 02 35.     (W)     SCALED    
 GR0919* NAVD 88     -       577.662  (meters)    1895.21   (feet)  POSTED    
 GR0919  ___________________________________________________________________
 GR0919  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR0919  DYNAMIC HT  -         577.080 (meters)    1893.30  (feet)  COMP
 GR0919  MODELED GRAV-     979,599.4   (mgal)                       NAVD 88
 GR0919
 GR0919  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0919
 GR0919.The horizontal coordinates were scaled from a topographic map and have
 GR0919.an estimated accuracy of +/- 6 seconds.
 GR0919
 GR0919.The orthometric height was determined by differential leveling
 GR0919.and adjusted by the National Geodetic Survey in 1992..
 GR0919.No vertical observational check was made to the station.
 GR0919.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0919.was located on a no-check spur therefore a value was not computed.
 GR0919
 GR0919.The geoid height was determined by GEOID03.
 GR0919
 GR0919.The dynamic height is computed by dividing the NAVD 88
 GR0919.geopotential number by the normal gravity value computed on the
 GR0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0919.degrees latitude (g = 980.6199 gals.).
 GR0919
 GR0919.The modeled gravity was interpolated from observed gravity values.
 GR0919
 GR0919;                    North         East    Units  Estimated Accuracy
 GR0919;SPC NV E     - 8,166,360.      248,560.      MT  (+/- 180 meters Scaled)
 GR0919
 GR0919                          SUPERSEDED SURVEY CONTROL
 GR0919
 GR0919  NGVD 29 (??/??/92)  577.036  (m)         1893.16   (f) ADJ UNCH    1 1
 GR0919
 GR0919.Superseded values are not recommended for survey control.
 GR0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0919.See file dsdata.txt to determine how the superseded data were derived.
 GR0919
 GR0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA758132(NAD 83)
 GR0919_MARKER: DZ = AZIMUTH MARK DISK
 GR0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0919_STAMPING: LVAAF 1947
 GR0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0919+STABILITY: SURFACE MOTION
 GR0919
 GR0919  HISTORY     - Date     Condition        Report By
 GR0919  HISTORY     - 1947     MONUMENTED       CGS
 GR0919  HISTORY     - 1950     GOOD             NGS
 GR0919  HISTORY     - 19651209 MARK NOT FOUND   USGS
 GR0919
 GR0919                          STATION DESCRIPTION
 GR0919
 GR0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0919'0.5 MI N FROM LAS VEGAS ARMY AIR FIELD.
 GR0919'0.5 MILE NORTH ALONG U. S. HIGHWAY 91 FROM THE MAIN GATE AT LAS VEGAS
 GR0919'ARMY AIR FIELD, 0.2 MILE NORTH OF B.M. X 296, ABOUT 300 YARDS
 GR0919'NORTHEAST OF THE CENTER LINE OF A PAVED ROAD LEADING NORTHWEST TO THE
 GR0919'LAS VEGAS ARMY AIR FIELD SMALL ARMS AND RIFLE RANGE, ABOUT 143 YARDS
 GR0919'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 145.5 FEET NORTHWEST OF
 GR0919'B.M. T9S R62E (CLARK CO. NEV.), 50 FEET WEST OF THE CENTER LINE OF A
 GR0919'TRACK ROAD LEADING NORTH, AND SET IN THE TOP OF A CONCRETE POST
 GR0919'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 GR0919
 GR0919                          STATION RECOVERY (1965)
 GR0919
 GR0919'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (GLG)
 GR0919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0925 ***********************************************************************
 GR0925  DESIGNATION -  LVAAF RM 1
 GR0925  PID         -  GR0925
 GR0925  STATE/COUNTY-  NV/CLARK
 GR0925  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0925
 GR0925                         *CURRENT SURVEY CONTROL
 GR0925  ___________________________________________________________________
 GR0925* NAD 83(1986)-  36 14 00.     (N)    115 02 35.     (W)     SCALED    
 GR0925* NAVD 88     -       562.640  (meters)    1845.93   (feet)  POSTED    
 GR0925  ___________________________________________________________________
 GR0925  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 GR0925  DYNAMIC HT  -         562.070 (meters)    1844.06  (feet)  COMP
 GR0925  MODELED GRAV-     979,602.5   (mgal)                       NAVD 88
 GR0925
 GR0925  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0925
 GR0925.The horizontal coordinates were scaled from a topographic map and have
 GR0925.an estimated accuracy of +/- 6 seconds.
 GR0925
 GR0925.The orthometric height was determined by differential leveling
 GR0925.and adjusted by the National Geodetic Survey in 1992..
 GR0925.No vertical observational check was made to the station.
 GR0925.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0925.was located on a no-check spur therefore a value was not computed.
 GR0925
 GR0925.The geoid height was determined by GEOID03.
 GR0925
 GR0925.The dynamic height is computed by dividing the NAVD 88
 GR0925.geopotential number by the normal gravity value computed on the
 GR0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0925.degrees latitude (g = 980.6199 gals.).
 GR0925
 GR0925.The modeled gravity was interpolated from observed gravity values.
 GR0925
 GR0925;                    North         East    Units  Estimated Accuracy
 GR0925;SPC NV E     - 8,164,690.      248,570.      MT  (+/- 180 meters Scaled)
 GR0925
 GR0925                          SUPERSEDED SURVEY CONTROL
 GR0925
 GR0925  NGVD 29 (??/??/92)  562.018  (m)         1843.89   (f) ADJ UNCH    1 1
 GR0925
 GR0925.Superseded values are not recommended for survey control.
 GR0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0925.See file dsdata.txt to determine how the superseded data were derived.
 GR0925
 GR0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA758116(NAD 83)
 GR0925_MARKER: DR = REFERENCE MARK DISK
 GR0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0925_STAMPING: LVAAF NO 1 1947
 GR0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0925+STABILITY: SURFACE MOTION
 GR0925
 GR0925  HISTORY     - Date     Condition        Report By
 GR0925  HISTORY     - 1947     MONUMENTED       CGS
 GR0925  HISTORY     - 1950     GOOD             NGS
 GR0925
 GR0925                          STATION DESCRIPTION
 GR0925
 GR0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0925'IN LAS VEGAS ARMY AIR FIELD.
 GR0925'AT LAS VEGAS ARMY AIR FIELD, AT THE EXTREME SOUTH END OF D STREET,
 GR0925'92.8 FEET EAST OF THE CENTER LINE OF THE PROLONGATION OF D STREET,
 GR0925'84.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE MANHOLE, 76.4
 GR0925'FEET EAST OF TRIANGULATION STATION LVAAF, 76 FEET SOUTH OF THE
 GR0925'SOUTHWEST CORNER OF A CONCRETE TAXI STRIP, 24.3 FEET SOUTH OF THE
 GR0925'CENTER LINE OF A PAVED ROAD LEADING EAST ALONG THE SOUTH END OF THE
 GR0925'RUNWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 GR0925'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0926 ***********************************************************************
 GR0926  DESIGNATION -  LVAAF RM 2
 GR0926  PID         -  GR0926
 GR0926  STATE/COUNTY-  NV/CLARK
 GR0926  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0926
 GR0926                         *CURRENT SURVEY CONTROL
 GR0926  ___________________________________________________________________
 GR0926* NAD 83(1986)-  36 14 00.     (N)    115 02 35.     (W)     SCALED    
 GR0926* NAVD 88     -       563.330  (meters)    1848.19   (feet)  POSTED    
 GR0926  ___________________________________________________________________
 GR0926  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 GR0926  DYNAMIC HT  -         562.760 (meters)    1846.32  (feet)  COMP
 GR0926  MODELED GRAV-     979,602.5   (mgal)                       NAVD 88
 GR0926
 GR0926  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0926
 GR0926.The horizontal coordinates were scaled from a topographic map and have
 GR0926.an estimated accuracy of +/- 6 seconds.
 GR0926
 GR0926.The orthometric height was determined by differential leveling
 GR0926.and adjusted by the National Geodetic Survey in 1992..
 GR0926.No vertical observational check was made to the station.
 GR0926.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0926.was located on a no-check spur therefore a value was not computed.
 GR0926
 GR0926.The geoid height was determined by GEOID03.
 GR0926
 GR0926.The dynamic height is computed by dividing the NAVD 88
 GR0926.geopotential number by the normal gravity value computed on the
 GR0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0926.degrees latitude (g = 980.6199 gals.).
 GR0926
 GR0926.The modeled gravity was interpolated from observed gravity values.
 GR0926
 GR0926;                    North         East    Units  Estimated Accuracy
 GR0926;SPC NV E     - 8,164,690.      248,570.      MT  (+/- 180 meters Scaled)
 GR0926
 GR0926                          SUPERSEDED SURVEY CONTROL
 GR0926
 GR0926  NGVD 29 (??/??/92)  562.708  (m)         1846.15   (f) ADJ UNCH    1 1
 GR0926
 GR0926.Superseded values are not recommended for survey control.
 GR0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0926.See file dsdata.txt to determine how the superseded data were derived.
 GR0926
 GR0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA758116(NAD 83)
 GR0926_MARKER: DR = REFERENCE MARK DISK
 GR0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0926_STAMPING: LVAAF NO 2 1947
 GR0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0926+STABILITY: SURFACE MOTION
 GR0926
 GR0926  HISTORY     - Date     Condition        Report By
 GR0926  HISTORY     - 1947     MONUMENTED       CGS
 GR0926  HISTORY     - 1950     GOOD             NGS
 GR0926
 GR0926                          STATION DESCRIPTION
 GR0926
 GR0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0926'IN LAS VEGAS ARMY AIR FIELD.
 GR0926'AT LAS VEGAS ARMY AIR FIELD, AT THE EXTREME SOUTH  END OF D STREET,
 GR0926'73.2 FEET SOUTHWEST OF TRIANGULATION STATION LVAAF, 33 FEET WEST OF
 GR0926'THE CENTER LINE OF THE PROLONGATION OF D STREET, 20 FEET EAST OF THE
 GR0926'APPROXIMATE CENTER OF A DRAINAGE DITCH, AND SET IN THE TOP OF A
 GR0926'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5116 ***********************************************************************
 AI5116  DESIGNATION -  LVWD GPS BASE STATION ARP
 AI5116  PID         -  AI5116
 AI5116  STATE/COUNTY-  NV/CLARK
 AI5116  USGS QUAD   -  LAS VEGAS NW (1983)
 AI5116
 AI5116                         *CURRENT SURVEY CONTROL
 AI5116  ___________________________________________________________________
 AI5116* NAD 83(1999)-  36 09 34.02645(N)    115 11 28.79673(W)     ADJUSTED  
 AI5116* NAVD 88     -       660.4    (meters)    2167.     (feet)  GPS OBS   
 AI5116  ___________________________________________________________________
 AI5116  EPOCH DATE  -        1999.37
 AI5116  X           -  -2,194,650.502 (meters)                     COMP
 AI5116  Y           -  -4,665,701.657 (meters)                     COMP
 AI5116  Z           -   3,742,864.144 (meters)                     COMP
 AI5116  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 AI5116  ELLIP HEIGHT-         632.41  (meters)          (05/16/00) GPS OBS
 AI5116  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AI5116
 AI5116  HORZ ORDER  -  A
 AI5116  ELLP ORDER  -  FOURTH    CLASS I
 AI5116
 AI5116.The horizontal coordinates were established by GPS observations
 AI5116.and adjusted by the National Geodetic Survey in May 2000..
 AI5116.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI5116.DATUM ITEM on the data sheet items page.
 AI5116.The horizontal coordinates are valid at the epoch date displayed above.
 AI5116.The epoch date for horizontal control is a decimal equivalence
 AI5116.of Year/Month/Day.
 AI5116
 AI5116.The orthometric height was determined by GPS observations and a
 AI5116.high-resolution geoid model.
 AI5116
 AI5116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5116
 AI5116.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5116
 AI5116.The ellipsoidal height was determined by GPS observations
 AI5116.and is referenced to NAD 83.
 AI5116
 AI5116.The geoid height was determined by GEOID03.
 AI5116
 AI5116;                    North         East     Units Scale Factor Converg.
 AI5116;SPC NV E     - 8,156,432.740   235,269.517   MT  0.99991532   +0 13 52.7
 AI5116;SPC NV E     -26,759,896.41    771,880.07   sFT  0.99991532   +0 13 52.7
 AI5116;UTM  11      - 4,003,149.630   662,690.406   MT  0.99992613   +1 04 02.7
 AI5116
 AI5116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5116!SPC NV E     -   0.99990076  x   0.99991532  =   0.99981608
 AI5116!UTM  11      -   0.99990076  x   0.99992613  =   0.99982689
 AI5116
 AI5116                          SUPERSEDED SURVEY CONTROL
 AI5116
 AI5116.No superseded survey control is available for this station.
 AI5116
 AI5116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6269003150(NAD 83)
 AI5116_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI5116_SETTING: 0 = UNSPECIFIED SETTING
 AI5116_MARK LOGO: LVDPW 
 AI5116_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5116+STABILITY: SURFACE MOTION
 AI5116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5116+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5116
 AI5116  HISTORY     - Date     Condition        Report By
 AI5116  HISTORY     - 1999     MONUMENTED       LVDPW
 AI5116
 AI5116                          STATION DESCRIPTION
 AI5116
 AI5116'DESCRIBED BY LAS VEGAS DEPARTMENT OF PUBLIC WORKS 1999
 AI5116'THE STATION IS LOCATED WITHIN THE CITY OF LAS VEGAS, NEVADA.  TO REACH
 AI5116'THE STATION FROM THE INTERSECTION OF CHARLESTON BOULEVARD WITH VALLEY
 AI5116'VIEW DRIVE, PROCEED NORTHEASTERLY APPROXIMATELY 300 FEET (91.4 M) TO
 AI5116'THE ROOF OF THE LAS VEGAS VALLEY WATER DISTRICT MAIN OFFICE COMPLEX
 AI5116'LOCATED AT 1001 SOUTH VALLEY VIEW BOULEVARD AND STATION.  THIS IS A
 AI5116'CORS SITE AND THE DATA CAN BE FOUND AT HTTP/WWW.LVVWD.COM/DATA
 AI5116'SHARE/GPS.HTML (THE BLANK BETWEEN DATA AND SHARE SHOULD BE AN
 AI5116'UNDERSCORE) .  THIS PROGRAM DOES NOT ALLOW CHARACTERS LIKE UNDERSCORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0904 ***********************************************************************
 LR0904  DESIGNATION -  LYNN
 LR0904  PID         -  LR0904
 LR0904  STATE/COUNTY-  NV/EUREKA
 LR0904  USGS QUAD   -  RODEO CREEK NE (1968)
 LR0904
 LR0904                         *CURRENT SURVEY CONTROL
 LR0904  ___________________________________________________________________
 LR0904* NAD 83(1994)-  40 53 02.32305(N)    116 18 57.99331(W)     ADJUSTED  
 LR0904* NAVD 88     -      2201.     (meters)    7221.     (feet)  SCALED    
 LR0904  ___________________________________________________________________
 LR0904  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 LR0904  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 LR0904
 LR0904  HORZ ORDER  -  FIRST
 LR0904
 LR0904.The horizontal coordinates were established by classical geodetic methods
 LR0904.and adjusted by the National Geodetic Survey in June 1998..
 LR0904
 LR0904.The orthometric height was scaled from a topographic map.
 LR0904
 LR0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0904
 LR0904.The geoid height was determined by GEOID03.
 LR0904
 LR0904;                    North         East     Units Scale Factor Converg.
 LR0904;SPC NV E     - 8,681,020.862   138,245.711   MT  0.99994692   -0 28 46.7
 LR0904;SPC NV E     -28,480,982.61    453,561.14   sFT  0.99994692   -0 28 46.7
 LR0904;UTM  11      - 4,526,102.793   557,617.196   MT  0.99964086   +0 26 51.5
 LR0904
 LR0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0904!SPC NV E     -   0.99965782  x   0.99994692  =   0.99960476
 LR0904!UTM  11      -   0.99965782  x   0.99964086  =   0.99929881
 LR0904
 LR0904:                Primary Azimuth Mark                     Grid Az
 LR0904:SPC NV E     -  LYNN AZ MK                               014 51 02.6
 LR0904:UTM  11      -  LYNN AZ MK                               013 55 24.4
 LR0904
 LR0904|---------------------------------------------------------------------|
 LR0904| PID    Reference Object                     Distance      Geod. Az  |
 LR0904|                                                           dddmmss.s |
 LR0904| DD6206 LYNN AZ MK                                         0142215.9 |
 LR0904| DD6207 LYNN RM 1                            11.320 METERS 05424     |
 LR0904| DD6208 LYNN RM 2                             8.454 METERS 10622     |
 LR0904| LQ0749 AIRWAY BN 40 RENO TO SALT LAKE      APPROX.32.8 KM 1211900.1 |
 LR0904| LR0914 AIRWAY BN 37A SAN FRAN SALT LK      APPROX.35.8 KM 2065523.0 |
 LR0904|---------------------------------------------------------------------|
 LR0904
 LR0904                          SUPERSEDED SURVEY CONTROL
 LR0904
 LR0904  NAD 83(1986)-  40 53 02.32637(N)    116 18 57.98478(W) AD(       ) 1
 LR0904  NAD 27      -  40 53 02.64100(N)    116 18 54.67500(W) AD(       ) 1
 LR0904
 LR0904.Superseded values are not recommended for survey control.
 LR0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0904.See file dsdata.txt to determine how the superseded data were derived.
 LR0904
 LR0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF5761726103(NAD 83)
 LR0904_MARKER: DS = TRIANGULATION STATION DISK
 LR0904_SETTING: 66 = SET IN ROCK OUTCROP
 LR0904
 LR0904  HISTORY     - Date     Condition        Report By
 LR0904  HISTORY     - 1940     MONUMENTED       CGS
 LR0904
 LR0904                          STATION DESCRIPTION
 LR0904
 LR0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LR0904'STATION IS LOCATED ABOUT 16 MILES NW OF CARLIN, AND ABOUT 16
 LR0904'MILES NE OF DUNPHY, ON A FLAT-TOPPED PEAK, WHICH IS THE
 LR0904'HIGHEST OF SEVERAL HILLS ON THE SOUTHERN END OF A SMALL RANGE
 LR0904'S OF THE LYNN CREEK MINING DISTRICT.
 LR0904'
 LR0904'STATION AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 LR0904'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 LR0904'
 LR0904'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 LR0904'HOLES IN BOULDERS.
 LR0904'
 LR0904'AZIMUTH MARK IS ON THE SW PART OF THE FIRST KNOLL ON THE
 LR0904'RIGHT OF THE SADDLE.  CONTINUE S, GOING DOWN INTO THE SHALLOW
 LR0904'VALLEY, THEN UP TO THE HIGHEST POINT AND STATION.  A 1 1/2-HOUR
 LR0904'PACK FROM THE FORK OF THE CANYON.
 LR0904'
 LR0904'STATION IS REACHED FROM THE CARLIN SCHOOL BUILDING BY GOING
 LR0904'E ON U.S. HIGHWAY 40 FOR 0.45 MILE TO A SIDE ROAD LEFT, SIGN
 LR0904'LYNN 28.  THIS IS AT AN AUTO JUNK YARD ON THE N SIDE OF U.S.
 LR0904'HIGHWAY 40 AND IS N OF THE RAILROAD ICING SHED.  TURN LEFT
 LR0904'ON THE GRADED GRAVEL ROAD AND GO N ON THE MAIN-TRAVELED ROAD
 LR0904'11.65 MILES, CROSS A SMALL STREAM, WOODEN BRIDGE, W OF A
 LR0904'RANCH, AND GO 0.15 MILE, TURN LEFT, SIGN LYNN CREEK, AND
 LR0904'FOLLOW THE MAIN-TRAVELED ROAD 3.75 MILES TO A LAND MARK (AN
 LR0904'ALTERNATE ROAD ABOUT 100 YARDS LONG).  CONTINUE 0.35 MILE
 LR0904'TO A DIM ROAD THAT LEADS SHARP LEFT AND DOWN HILL TO THE
 LR0904'VALLEY.  TURN SHARP LEFT AND GO 0.15 MILE, TURN RIGHT AND
 LR0904'FOLLOW THE TRACK ROAD UP DRAW 1.2 MILES, ROAD COMES IN FROM
 LR0904'LEFT, CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD, GOING UP
 LR0904'CANYON, 1.1 MILES TO THE FORK OF THE MAIN CANYON AND END
 LR0904'OF TRUCK TRAVEL.  FROM THIS POINT, A ROAD LEADS UP THE
 LR0904'LEFT CANYON AND A ROCK LEDGE CAN BE SEEN ABOUT 0.4 MILE
 LR0904'UP CANYON.  AT THE ROCK LEDGE, THE ROAD IS NARROW AND
 LR0904'STEEP AND A TRUCK MAY NOT BE ABLE TO MAKE THE GRADE.
 LR0904'IF POSSIBLE, TRUCK CAN BE DRIVEN ABOUT 1.0 MILE FROM THE
 LR0904'FORK OF THE CANYON.  FROM THE FORK OF THE CANYON, GO SW UP
 LR0904'THE LEFT FORK ABOUT 3/4 MILE, KEEP STRAIGHT AHEAD, LEFT
 LR0904'FORK, OF THIS CANYON, ON TRAIL TO THE TOP OF THE RIDGE
 LR0904'AT ITS HEAD.  PASS TO THE RIGHT OF A LAVA LEDGE, THEN LEFT
 LR0904'ON A DIM TRAIL TO A SADDLE BETWEEN TWO SMALL KNOLLS, A SMALL
 LR0904'ROCK CAIRN ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2966 ***********************************************************************
 AB2966  DESIGNATION -  LYON
 AB2966  PID         -  AB2966
 AB2966  STATE/COUNTY-  NV/LYON
 AB2966  USGS QUAD   -  VIRGINIA CITY (1994)
 AB2966
 AB2966                         *CURRENT SURVEY CONTROL
 AB2966  ___________________________________________________________________
 AB2966* NAD 83(1994)-  39 15 18.82773(N)    119 41 19.65770(W)     ADJUSTED  
 AB2966* NAVD 88     -      2287.     (meters)    7503.     (feet)  SCALED    
 AB2966  ___________________________________________________________________
 AB2966  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 AB2966  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AB2966
 AB2966  HORZ ORDER  -  THIRD
 AB2966
 AB2966.The horizontal coordinates were established by classical geodetic methods
 AB2966.and adjusted by the National Geodetic Survey in June 1998..
 AB2966
 AB2966.The orthometric height was scaled from a topographic map.
 AB2966
 AB2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2966
 AB2966.The geoid height was determined by GEOID03.
 AB2966
 AB2966;                    North         East     Units Scale Factor Converg.
 AB2966;SPC NV W     - 4,500,513.202   704,591.275   MT  1.00001205   -0 41 58.4
 AB2966;SPC NV W     -14,765,433.73  2,311,646.54   sFT  1.00001205   -0 41 58.4
 AB2966;UTM  11      - 4,348,546.463   267,994.267   MT  1.00026280   -1 42 07.8
 AB2966
 AB2966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2966!SPC NV W     -   0.99964508  x   1.00001205  =   0.99965713
 AB2966!UTM  11      -   0.99964508  x   1.00026280  =   0.99990779
 AB2966
 AB2966                          SUPERSEDED SURVEY CONTROL
 AB2966
 AB2966  NAD 83(1992)-  39 15 18.83215(N)    119 41 19.65315(W) AD(       ) 3
 AB2966
 AB2966.Superseded values are not recommended for survey control.
 AB2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2966.See file dsdata.txt to determine how the superseded data were derived.
 AB2966
 AB2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6799448546(NAD 83)
 AB2966_MARKER: N = NAIL
 AB2966_SETTING: 66 = SET IN ROCK OUTCROP
 AB2966
 AB2966  HISTORY     - Date     Condition        Report By
 AB2966  HISTORY     - 1935     MONUMENTED       USGS
 AB2966
 AB2966                          STATION DESCRIPTION
 AB2966
 AB2966'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 AB2966'LOCATED ABOUT HALFWAY UP E SLOPE OF MC CLELLAN MOUNTAIN  NEAR GREY
 AB2966'OUTCROP OF ROCKS OVERLOOKING AMERICAN FLATS.
 AB2966'TO REACH FROM VIRGINIA CITY, DRIVE S 1.9MI., TURN ON AMERICAN FLATS
 AB2966'ROAD TO MOUND HOUSE AND DRIVE ABOUT 3.5 MI. TO SUMMIT.  WALK 0.2 MI.
 AB2966'UP RIDGE TO STATION.
 AB2966'STATION MARK--COPPER NAIL AND WASHER CEMENTED IN BURIED ROCK LEVEL
 AB2966'WITH SURFACE OF GROUND.
 AB2966'REFERENCE MARK NO. 1--CHISELED CROSS ON BOULDER 16.45 FT. FROM STATION
 AB2966'MARK.
 AB2966'REFERENCE MARK NO. 2--CHISELED CROSS ON FLAT BOULDER 27.75 FT. FROM
 AB2966'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1621 ***********************************************************************
 KR1621  DESIGNATION -  LYON PEAK CAIRN
 KR1621  PID         -  KR1621
 KR1621  STATE/COUNTY-  NV/LYON
 KR1621  USGS QUAD   -  COMO (1993)
 KR1621
 KR1621                         *CURRENT SURVEY CONTROL
 KR1621  ___________________________________________________________________
 KR1621* NAD 83(1994)-  39 07 41.01678(N)    119 28 23.52155(W)     ADJUSTED  
 KR1621* NAVD 88     -      2674.     (meters)    8773.     (feet)  SCALED    
 KR1621  ___________________________________________________________________
 KR1621  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 KR1621  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 KR1621
 KR1621  HORZ ORDER  -  THIRD
 KR1621
 KR1621.The horizontal coordinates were established by classical geodetic methods
 KR1621.and adjusted by the National Geodetic Survey in June 1998..
 KR1621
 KR1621.The orthometric height was scaled from a topographic map.
 KR1621
 KR1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1621
 KR1621.The geoid height was determined by GEOID03.
 KR1621
 KR1621;                    North         East     Units Scale Factor Converg.
 KR1621;SPC NV W     - 4,486,190.952   723,060.219   MT  0.99997287   -0 33 41.7
 KR1621;SPC NV W     -14,718,444.82  2,372,240.07   sFT  0.99997287   -0 33 41.7
 KR1621;UTM  11      - 4,333,900.469   286,214.156   MT  1.00016280   -1 33 40.7
 KR1621
 KR1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1621!SPC NV W     -   0.99958439  x   0.99997287  =   0.99955727
 KR1621!UTM  11      -   0.99958439  x   1.00016280  =   0.99974713
 KR1621
 KR1621                          SUPERSEDED SURVEY CONTROL
 KR1621
 KR1621  NAD 83(1992)-  39 07 41.01588(N)    119 28 23.50856(W) AD(       ) 4
 KR1621  NAD 83(1986)-  39 07 41.01412(N)    119 28 23.47901(W) AD(       ) 4
 KR1621  NAD 27      -  39 07 41.32200(N)    119 28 19.88200(W) AD(       ) 3
 KR1621
 KR1621.Superseded values are not recommended for survey control.
 KR1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1621.See file dsdata.txt to determine how the superseded data were derived.
 KR1621
 KR1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8621433900(NAD 83)
 KR1621
 KR1621  HISTORY     - Date     Condition        Report By
 KR1621  HISTORY     - 1951     MONUMENTED       CGS
 KR1621
 KR1621                          STATION DESCRIPTION
 KR1621
 KR1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR1621'SEE STATION SAGE 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0348 ***********************************************************************
 JP0348  DESIGNATION -  LYTLE
 JP0348  PID         -  JP0348
 JP0348  STATE/COUNTY-  NV/LINCOLN
 JP0348  USGS QUAD   -  BUCK WASH WELL (1972)
 JP0348
 JP0348                         *CURRENT SURVEY CONTROL
 JP0348  ___________________________________________________________________
 JP0348* NAD 83(1994)-  38 07 59.40886(N)    114 10 23.22385(W)     ADJUSTED  
 JP0348* NAVD 88     -      1850.3    (meters)    6071.     (feet)  VERTCON   
 JP0348  ___________________________________________________________________
 JP0348  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 JP0348  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 JP0348
 JP0348  HORZ ORDER  -  SECOND
 JP0348
 JP0348.The horizontal coordinates were established by classical geodetic methods
 JP0348.and adjusted by the National Geodetic Survey in June 1998..
 JP0348
 JP0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0348
 JP0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0348
 JP0348.The geoid height was determined by GEOID03.
 JP0348
 JP0348;                    North         East     Units Scale Factor Converg.
 JP0348;SPC NV E     - 8,376,323.199   323,629.018   MT  1.00008818   +0 52 15.3
 JP0348;SPC NV E     -27,481,320.36  1,061,772.87   sFT  1.00008818   +0 52 15.3
 JP0348;SPC UT S     - 3,166,109.384   265,677.686   MT  0.99996981   -1 38 16.0
 JP0348;UTM  11      - 4,224,366.551   747,767.318   MT  1.00035613   +1 44 47.3
 JP0348
 JP0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0348!SPC NV E     -   0.99971325  x   1.00008818  =   0.99980141
 JP0348!SPC UT S     -   0.99971325  x   0.99996981  =   0.99968307
 JP0348!UTM  11      -   0.99971325  x   1.00035613  =   1.00006928
 JP0348
 JP0348|---------------------------------------------------------------------|
 JP0348| PID    Reference Object                     Distance      Geod. Az  |
 JP0348|                                                           dddmmss.s |
 JP0348| DD6209 LYTLE RM 1                            5.482 METERS 09212     |
 JP0348| JP0350 PARSNIP                             APPROX.13.4 KM 2761126.5 |
 JP0348| DD6210 LYTLE RM 2                            6.542 METERS 33045     |
 JP0348|---------------------------------------------------------------------|
 JP0348
 JP0348                          SUPERSEDED SURVEY CONTROL
 JP0348
 JP0348  NAD 83(1994)-  38 07 59.40876(N)    114 10 23.22383(W) AD(       ) 2
 JP0348  NAD 83(1986)-  38 07 59.40030(N)    114 10 23.22662(W) AD(       ) 2
 JP0348  NAD 27      -  38 07 59.53600(N)    114 10 20.29300(W) AD(       ) 2
 JP0348  NGVD 29 (07/19/86) 1849.0    (m)         6066.     (f) VERT ANG       
 JP0348
 JP0348.Superseded values are not recommended for survey control.
 JP0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0348.See file dsdata.txt to determine how the superseded data were derived.
 JP0348
 JP0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC4776724367(NAD 83)
 JP0348_MARKER: DD = SURVEY DISK
 JP0348_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JP0348_STAMPING: S7 S8 1935
 JP0348_MARK LOGO: USGLO 
 JP0348_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JP0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0348
 JP0348  HISTORY     - Date     Condition        Report By
 JP0348  HISTORY     - 1935     MONUMENTED       USGLO
 JP0348  HISTORY     - 1971     POOR             USGS
 JP0348  HISTORY     - 1971     GOOD             USGS
 JP0348
 JP0348                          STATION DESCRIPTION
 JP0348
 JP0348'DESCRIBED BY US GENERAL LAND OFFICE 1935 (EHB)
 JP0348'STATION IS LOCATED ABOUT 21 MILES (AIR LINE) NE OF PIOCHE,
 JP0348'11 MILES (AIR LINE) NNE OF URSINE, ON A LOW N-AND-S RIDGE E
 JP0348'OF A HIGHWAY AND ABOUT 1/4 MILE NE OF THE LYTLE RANCH HOUSE.
 JP0348'
 JP0348'STATION MARK IS A GENERAL LAND OFFICE BRASS CAP STAMPED S7 S8
 JP0348'1935 AND RIVETED TO THE TOP OF A 3/4-INCH IRON PIPE WHICH
 JP0348'PROJECTS ABOUT 12 INCHES ABOVE THE GROUND.  IT IS 50 FEET
 JP0348'E OF THE W RIM OF THE N-AND-S RIDGE, 51 FEET SSE OF A 6-INCH
 JP0348'CEDAR TREE WHICH IS MARKED 1/4 S 7 BT, AND 4 FEET E OF A 2-FOOT
 JP0348'ROCK CAIRN.
 JP0348'
 JP0348'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 JP0348'CYLINDER PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT IS
 JP0348'STAMPED LYTLE NO 1 1944.
 JP0348'
 JP0348'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 JP0348'CYLINDER PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 JP0348'STAMPED LYTLE NO 2 1944.
 JP0348'
 JP0348'TO REACH STATION FROM URSINE, GO N ON MAIN CANYON ROAD FOR 8.2
 JP0348'MILES TO THE OXBOROUGH (FORMERLY FOGLIANI) RANCH.  CONTINUE
 JP0348'STRAIGHT AHEAD ON BLADED ROAD FOR 4.0 MILES TO THE LYTLE RANCH
 JP0348'HOUSE.  CONTINUE N ON BLADED ROAD FOR 0.1 MILE.  FROM HERE
 JP0348'PACK E UP A STEEP HILL FOR ABOUT 200 YARDS TO TOP OF RIDGE
 JP0348'AND STATION.
 JP0348'
 JP0348'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JP0348
 JP0348                          STATION RECOVERY (1971)
 JP0348
 JP0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0348'DIRECTIONS TO R.M.S CHECKED IN 1971
 JP0348'
 JP0348'DISTANCES NOT MEASURED.
 JP0348'
 JP0348'REFERENCE MARKS FOUND IN GOOD CONDITION.  STATION MARK IS IN
 JP0348'CONC. POST WHICH HAS BEEN ERODED AND IS NOT COMPLETELY STABLE.
 JP0348
 JP0348                          STATION RECOVERY (1971)
 JP0348
 JP0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0348'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38114-2 STATION 1003.
 JP0348'STATION MARK--GLO BRASS CAP STAMPED---S7 S8 1935---RIVETED TO THE TOP
 JP0348'OF A 3/4-INCH IRON PIPE WHICH PROJECTS ABOUT 12 INCHES ABOVE GROUND.
 JP0348'STATION MARK IS IN CON WHICH HAS BEEN ERODED AND IS NOT STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1091 ***********************************************************************
 GR1091  DESIGNATION -  M
 GR1091  PID         -  GR1091
 GR1091  STATE/COUNTY-  NV/CLARK
 GR1091  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1091
 GR1091                         *CURRENT SURVEY CONTROL
 GR1091  ___________________________________________________________________
 GR1091* NAD 83(1986)-  36 02 51.     (N)    115 12 51.     (W)     SCALED    
 GR1091* NAVD 88     -       732.735  (meters)    2403.98   (feet)  ADJUSTED  
 GR1091  ___________________________________________________________________
 GR1091  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 GR1091  DYNAMIC HT  -         731.979 (meters)    2401.50  (feet)  COMP
 GR1091  MODELED GRAV-     979,577.6   (mgal)                       NAVD 88
 GR1091
 GR1091  VERT ORDER  -  FIRST     CLASS II
 GR1091
 GR1091.The horizontal coordinates were scaled from a topographic map and have
 GR1091.an estimated accuracy of +/- 6 seconds.
 GR1091
 GR1091.The orthometric height was determined by differential leveling
 GR1091.and adjusted by the National Geodetic Survey in June 1991..
 GR1091
 GR1091.The geoid height was determined by GEOID03.
 GR1091
 GR1091.The dynamic height is computed by dividing the NAVD 88
 GR1091.geopotential number by the normal gravity value computed on the
 GR1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1091.degrees latitude (g = 980.6199 gals.).
 GR1091
 GR1091.The modeled gravity was interpolated from observed gravity values.
 GR1091
 GR1091;                    North         East    Units  Estimated Accuracy
 GR1091;SPC NV E     - 8,144,000.      233,260.      MT  (+/- 180 meters Scaled)
 GR1091
 GR1091                          SUPERSEDED SURVEY CONTROL
 GR1091
 GR1091  NGVD 29 (??/??/92)  732.015  (m)         2401.62   (f) ADJ UNCH    1 2
 GR1091
 GR1091.Superseded values are not recommended for survey control.
 GR1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1091.See file dsdata.txt to determine how the superseded data were derived.
 GR1091
 GR1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV608906(NAD 83)
 GR1091_MARKER: P = PIPE CAP
 GR1091_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1091_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1091
 GR1091  HISTORY     - Date     Condition        Report By
 GR1091  HISTORY     - UNK      MONUMENTED       CGS
 GR1091  HISTORY     - 1949     GOOD             NGS
 GR1091  HISTORY     - 1963     GOOD             NGS
 GR1091  HISTORY     - 1980     GOOD             NGS
 GR1091  HISTORY     - 19961123 MARK NOT FOUND   USPSQD
 GR1091
 GR1091                          STATION DESCRIPTION
 GR1091
 GR1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR1091'9.4 MI S FROM LAS VEGAS.
 GR1091'9.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1091'LAS VEGAS, 23 RAILS NORTH OF CONCRETE BRIDGE 324.65, 57 FEET SOUTHEAST
 GR1091'OF THE 5TH POLE SOUTH OF MILEPOLE 325, 75.8 FEET EAST OF THE EAST
 GR1091'RAIL, ABOUT 3 FEET LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF A
 GR1091'3-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR1091
 GR1091                          STATION RECOVERY (1963)
 GR1091
 GR1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR1091'RECOVERED IN GOOD CONDITION.
 GR1091
 GR1091                          STATION RECOVERY (1980)
 GR1091
 GR1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1091'RECOVERED IN GOOD CONDITION.
 GR1091
 GR1091                          STATION RECOVERY (1996)
 GR1091
 GR1091'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0566 ***********************************************************************
 LR0566  DESIGNATION -  M 100
 LR0566  PID         -  LR0566
 LR0566  STATE/COUNTY-  NV/PERSHING
 LR0566  USGS QUAD   -  SONOMA CANYON (1983)
 LR0566
 LR0566                         *CURRENT SURVEY CONTROL
 LR0566  ___________________________________________________________________
 LR0566* NAD 83(1986)-  40 46 08.     (N)    117 43 02.     (W)     SCALED    
 LR0566* NAVD 88     -      1412.002  (meters)    4632.54   (feet)  ADJUSTED  
 LR0566  ___________________________________________________________________
 LR0566  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 LR0566  DYNAMIC HT  -        1410.882 (meters)    4628.87  (feet)  COMP
 LR0566  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 LR0566
 LR0566  VERT ORDER  -  SECOND    CLASS 0
 LR0566
 LR0566.The horizontal coordinates were scaled from a topographic map and have
 LR0566.an estimated accuracy of +/- 6 seconds.
 LR0566
 LR0566.The orthometric height was determined by differential leveling
 LR0566.and adjusted by the National Geodetic Survey in June 1991..
 LR0566
 LR0566.The geoid height was determined by GEOID03.
 LR0566
 LR0566.The dynamic height is computed by dividing the NAVD 88
 LR0566.geopotential number by the normal gravity value computed on the
 LR0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0566.degrees latitude (g = 980.6199 gals.).
 LR0566
 LR0566.The modeled gravity was interpolated from observed gravity values.
 LR0566
 LR0566;                    North         East    Units  Estimated Accuracy
 LR0566;SPC NV W     - 4,668,340.      873,120.      MT  (+/- 180 meters Scaled)
 LR0566
 LR0566                          SUPERSEDED SURVEY CONTROL
 LR0566
 LR0566  NGVD 29 (??/??/92) 1410.928  (m)         4629.02   (f) ADJ UNCH    2 0
 LR0566
 LR0566.Superseded values are not recommended for survey control.
 LR0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0566.See file dsdata.txt to determine how the superseded data were derived.
 LR0566
 LR0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF394133(NAD 83)
 LR0566_MARKER: DB = BENCH MARK DISK
 LR0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0566_STAMPING: M 100 1958
 LR0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0566+STABILITY: SURFACE MOTION
 LR0566
 LR0566  HISTORY     - Date     Condition        Report By
 LR0566  HISTORY     - 1958     MONUMENTED       CGS
 LR0566
 LR0566                          STATION DESCRIPTION
 LR0566
 LR0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0566'11.9 MI NW FROM LEACH HOT SPRINGS.
 LR0566'11.9 MILES NORTHWEST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, 43
 LR0566'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.7 FEET NORTHWEST OF A
 LR0566'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LR0566'CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0444 ***********************************************************************
 LR0444  DESIGNATION -  M 101
 LR0444  PID         -  LR0444
 LR0444  STATE/COUNTY-  NV/PERSHING
 LR0444  USGS QUAD   -  MT TOBIN (1990)
 LR0444
 LR0444                         *CURRENT SURVEY CONTROL
 LR0444  ___________________________________________________________________
 LR0444* NAD 83(1986)-  40 26 14.     (N)    117 36 16.     (W)     SCALED    
 LR0444* NAVD 88     -      1447.643  (meters)    4749.48   (feet)  ADJUSTED  
 LR0444  ___________________________________________________________________
 LR0444  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 LR0444  DYNAMIC HT  -        1446.445 (meters)    4745.55  (feet)  COMP
 LR0444  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 LR0444
 LR0444  VERT ORDER  -  SECOND    CLASS 0
 LR0444
 LR0444.The horizontal coordinates were scaled from a topographic map and have
 LR0444.an estimated accuracy of +/- 6 seconds.
 LR0444
 LR0444.The orthometric height was determined by differential leveling
 LR0444.and adjusted by the National Geodetic Survey in June 1991..
 LR0444
 LR0444.The geoid height was determined by GEOID03.
 LR0444
 LR0444.The dynamic height is computed by dividing the NAVD 88
 LR0444.geopotential number by the normal gravity value computed on the
 LR0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0444.degrees latitude (g = 980.6199 gals.).
 LR0444
 LR0444.The modeled gravity was interpolated from observed gravity values.
 LR0444
 LR0444;                    North         East    Units  Estimated Accuracy
 LR0444;SPC NV W     - 4,631,620.      883,050.      MT  (+/- 180 meters Scaled)
 LR0444
 LR0444                          SUPERSEDED SURVEY CONTROL
 LR0444
 LR0444  NGVD 29 (??/??/92) 1446.563  (m)         4745.93   (f) ADJ UNCH    2 0
 LR0444
 LR0444.Superseded values are not recommended for survey control.
 LR0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0444.See file dsdata.txt to determine how the superseded data were derived.
 LR0444
 LR0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME487764(NAD 83)
 LR0444_MARKER: DB = BENCH MARK DISK
 LR0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0444_STAMPING: M 101 1958
 LR0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0444+STABILITY: SURFACE MOTION
 LR0444
 LR0444  HISTORY     - Date     Condition        Report By
 LR0444  HISTORY     - 1958     MONUMENTED       CGS
 LR0444
 LR0444                          STATION DESCRIPTION
 LR0444
 LR0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0444'11.85 MI SE FROM LEACH HOT SPRINGS.
 LR0444'11.85 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, ON
 LR0444'THE TOP OF A SLIGHT RISE, 30 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LR0444'1.3 FEET NORTH OF A WITNESS POST PROJECTING 1/2 FOOT ABOVE ROAD, AND
 LR0444'SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE
 LR0444'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0470 ***********************************************************************
 LR0470  DESIGNATION -  M 102
 LR0470  PID         -  LR0470
 LR0470  STATE/COUNTY-  NV/PERSHING
 LR0470  USGS QUAD   -  SOU HOT SPRINGS (1990)
 LR0470
 LR0470                         *CURRENT SURVEY CONTROL
 LR0470  ___________________________________________________________________
 LR0470* NAD 83(1986)-  40 06 54.     (N)    117 39 42.     (W)     SCALED    
 LR0470* NAVD 88     -      1142.518  (meters)    3748.41   (feet)  ADJUSTED  
 LR0470  ___________________________________________________________________
 LR0470  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 LR0470  DYNAMIC HT  -        1141.600 (meters)    3745.40  (feet)  COMP
 LR0470  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 LR0470
 LR0470  VERT ORDER  -  SECOND    CLASS 0
 LR0470
 LR0470.The horizontal coordinates were scaled from a topographic map and have
 LR0470.an estimated accuracy of +/- 6 seconds.
 LR0470
 LR0470.The orthometric height was determined by differential leveling
 LR0470.and adjusted by the National Geodetic Survey in June 1991..
 LR0470
 LR0470.The geoid height was determined by GEOID03.
 LR0470
 LR0470.The dynamic height is computed by dividing the NAVD 88
 LR0470.geopotential number by the normal gravity value computed on the
 LR0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0470.degrees latitude (g = 980.6199 gals.).
 LR0470
 LR0470.The modeled gravity was interpolated from observed gravity values.
 LR0470
 LR0470;                    North         East    Units  Estimated Accuracy
 LR0470;SPC NV W     - 4,595,790.      878,570.      MT  (+/- 180 meters Scaled)
 LR0470
 LR0470                          SUPERSEDED SURVEY CONTROL
 LR0470
 LR0470  NGVD 29 (??/??/92) 1141.540  (m)         3745.20   (f) ADJ UNCH    2 0
 LR0470
 LR0470.Superseded values are not recommended for survey control.
 LR0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0470.See file dsdata.txt to determine how the superseded data were derived.
 LR0470
 LR0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME436407(NAD 83)
 LR0470_MARKER: DB = BENCH MARK DISK
 LR0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0470_STAMPING: M 102 1958
 LR0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0470+STABILITY: SURFACE MOTION
 LR0470
 LR0470  HISTORY     - Date     Condition        Report By
 LR0470  HISTORY     - 1958     MONUMENTED       CGS
 LR0470
 LR0470                          STATION DESCRIPTION
 LR0470
 LR0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0470'8.2 MI S FROM PARIS RANCH.
 LR0470'2.25 MILES SOUTH ALONG A GRAVEL ROAD FROM PARIS RANCH, THENCE 4.2
 LR0470'MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.75 MILES SOUTH ALONG A DIRT
 LR0470'ROAD, AT THE SOUTHWEST EDGE OF A WIDE SHALLOW WASH, ON THE OUTSIDE OF
 LR0470'A SLIGHT CURVE, 24 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.6
 LR0470'FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 LR0470'AND SET IN THE TOP OF A CONCRETE PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0476 ***********************************************************************
 LR0476  DESIGNATION -  M 103
 LR0476  PID         -  LR0476
 LR0476  STATE/COUNTY-  NV/PERSHING
 LR0476  USGS QUAD   -  SOU HOT SPRINGS (1990)
 LR0476
 LR0476                         *CURRENT SURVEY CONTROL
 LR0476  ___________________________________________________________________
 LR0476* NAD 83(1986)-  40 04 10.     (N)    117 44 29.     (W)     SCALED    
 LR0476* NAVD 88     -      1086.096  (meters)    3563.30   (feet)  ADJUSTED  
 LR0476  ___________________________________________________________________
 LR0476  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 LR0476  DYNAMIC HT  -        1085.232 (meters)    3560.47  (feet)  COMP
 LR0476  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 LR0476
 LR0476  VERT ORDER  -  SECOND    CLASS 0
 LR0476
 LR0476.The horizontal coordinates were scaled from a topographic map and have
 LR0476.an estimated accuracy of +/- 6 seconds.
 LR0476
 LR0476.The orthometric height was determined by differential leveling
 LR0476.and adjusted by the National Geodetic Survey in June 1991..
 LR0476
 LR0476.The geoid height was determined by GEOID03.
 LR0476
 LR0476.The dynamic height is computed by dividing the NAVD 88
 LR0476.geopotential number by the normal gravity value computed on the
 LR0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0476.degrees latitude (g = 980.6199 gals.).
 LR0476
 LR0476.The modeled gravity was interpolated from observed gravity values.
 LR0476
 LR0476;                    North         East    Units  Estimated Accuracy
 LR0476;SPC NV W     - 4,590,660.      871,820.      MT  (+/- 180 meters Scaled)
 LR0476
 LR0476                          SUPERSEDED SURVEY CONTROL
 LR0476
 LR0476  NGVD 29 (??/??/92) 1085.141  (m)         3560.17   (f) ADJ UNCH    2 0
 LR0476
 LR0476.Superseded values are not recommended for survey control.
 LR0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0476.See file dsdata.txt to determine how the superseded data were derived.
 LR0476
 LR0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME367357(NAD 83)
 LR0476_MARKER: DB = BENCH MARK DISK
 LR0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0476_STAMPING: M 103 1958
 LR0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0476+STABILITY: SURFACE MOTION
 LR0476
 LR0476  HISTORY     - Date     Condition        Report By
 LR0476  HISTORY     - 1958     MONUMENTED       CGS
 LR0476
 LR0476                          STATION DESCRIPTION
 LR0476
 LR0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0476'10.5 MI NE FROM BOYER RANCH.
 LR0476'10.5 MILES NORTHEAST ALONG A DIRT ROAD FROM BOYER RANCH, 0.3 MILE
 LR0476'SOUTHWEST OF THE Y JUNCTION OF A DIRT ROAD LEADING EAST TO THE
 LR0476'ABANDONED SEVEN DEVILS RANCH, 55 FEET SOUTHEAST OF THE CENTER LINE OF
 LR0476'THE ROAD, 2.5 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 LR0476'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 LR0476'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0507 ***********************************************************************
 LR0507  DESIGNATION -  M 104
 LR0507  PID         -  LR0507
 LR0507  STATE/COUNTY-  NV/PERSHING
 LR0507  USGS QUAD   -  SOU HILLS (1990)
 LR0507
 LR0507                         *CURRENT SURVEY CONTROL
 LR0507  ___________________________________________________________________
 LR0507* NAD 83(1986)-  40 11 25.     (N)    117 41 45.     (W)     SCALED    
 LR0507* NAVD 88     -      1248.694  (meters)    4096.76   (feet)  ADJUSTED  
 LR0507  ___________________________________________________________________
 LR0507  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 LR0507  DYNAMIC HT  -        1247.693 (meters)    4093.47  (feet)  COMP
 LR0507  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 LR0507
 LR0507  VERT ORDER  -  SECOND    CLASS 0
 LR0507
 LR0507.The horizontal coordinates were scaled from a topographic map and have
 LR0507.an estimated accuracy of +/- 6 seconds.
 LR0507
 LR0507.The orthometric height was determined by differential leveling
 LR0507.and adjusted by the National Geodetic Survey in June 1991..
 LR0507
 LR0507.The geoid height was determined by GEOID03.
 LR0507
 LR0507.The dynamic height is computed by dividing the NAVD 88
 LR0507.geopotential number by the normal gravity value computed on the
 LR0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0507.degrees latitude (g = 980.6199 gals.).
 LR0507
 LR0507.The modeled gravity was interpolated from observed gravity values.
 LR0507
 LR0507;                    North         East    Units  Estimated Accuracy
 LR0507;SPC NV W     - 4,604,120.      875,570.      MT  (+/- 180 meters Scaled)
 LR0507
 LR0507                          SUPERSEDED SURVEY CONTROL
 LR0507
 LR0507  NGVD 29 (??/??/92) 1247.704  (m)         4093.51   (f) ADJ UNCH    2 0
 LR0507
 LR0507.Superseded values are not recommended for survey control.
 LR0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0507.See file dsdata.txt to determine how the superseded data were derived.
 LR0507
 LR0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME407491(NAD 83)
 LR0507_MARKER: DB = BENCH MARK DISK
 LR0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0507_STAMPING: M 104 1958
 LR0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0507+STABILITY: SURFACE MOTION
 LR0507
 LR0507  HISTORY     - Date     Condition        Report By
 LR0507  HISTORY     - 1958     MONUMENTED       CGS
 LR0507
 LR0507                          STATION DESCRIPTION
 LR0507
 LR0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0507'2.8 MI SW FROM PARIS RANCH.
 LR0507'2.25 MILES SOUTH ALONG A DIRT ROAD FROM PARIS RANCH, THENCE 0.55 MILE
 LR0507'SOUTHWEST ALONG A GRAVEL ROAD.  ON THE OUTSIDE OF A CURVE, DIRECTLY
 LR0507'SOUTH AND ACROSS THE ROAD FROM THE EAST END OF A CUT BANK, 59 FEET
 LR0507'SOUTH OF THE CENTER LINE OF THE ROAD, 2.3 FEET EAST OF A WITNESS POST,
 LR0507'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LR0507'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0484 ***********************************************************************
 LR0484  DESIGNATION -  M 105
 LR0484  PID         -  LR0484
 LR0484  STATE/COUNTY-  NV/PERSHING
 LR0484  USGS QUAD   -  LOGAN PEAK (1990)
 LR0484
 LR0484                         *CURRENT SURVEY CONTROL
 LR0484  ___________________________________________________________________
 LR0484* NAD 83(1986)-  40 06 16.     (N)    117 58 56.     (W)     SCALED    
 LR0484* NAVD 88     -      1252.300  (meters)    4108.59   (feet)  ADJUSTED  
 LR0484  ___________________________________________________________________
 LR0484  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 LR0484  DYNAMIC HT  -        1251.274 (meters)    4105.22  (feet)  COMP
 LR0484  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 LR0484
 LR0484  VERT ORDER  -  SECOND    CLASS 0
 LR0484
 LR0484.The horizontal coordinates were scaled from a topographic map and have
 LR0484.an estimated accuracy of +/- 6 seconds.
 LR0484
 LR0484.The orthometric height was determined by differential leveling
 LR0484.and adjusted by the National Geodetic Survey in June 1991..
 LR0484
 LR0484.The geoid height was determined by GEOID03.
 LR0484
 LR0484.The dynamic height is computed by dividing the NAVD 88
 LR0484.geopotential number by the normal gravity value computed on the
 LR0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0484.degrees latitude (g = 980.6199 gals.).
 LR0484
 LR0484.The modeled gravity was interpolated from observed gravity values.
 LR0484
 LR0484;                    North         East    Units  Estimated Accuracy
 LR0484;SPC NV W     - 4,594,380.      851,250.      MT  (+/- 180 meters Scaled)
 LR0484
 LR0484                          SUPERSEDED SURVEY CONTROL
 LR0484
 LR0484  NGVD 29 (??/??/92) 1251.308  (m)         4105.33   (f) ADJ UNCH    2 0
 LR0484
 LR0484.Superseded values are not recommended for survey control.
 LR0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0484.See file dsdata.txt to determine how the superseded data were derived.
 LR0484
 LR0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME162398(NAD 83)
 LR0484_MARKER: DB = BENCH MARK DISK
 LR0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0484_STAMPING: M 105 1958
 LR0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0484+STABILITY: SURFACE MOTION
 LR0484
 LR0484  HISTORY     - Date     Condition        Report By
 LR0484  HISTORY     - 1958     MONUMENTED       CGS
 LR0484  HISTORY     - 1968     GOOD             NGS
 LR0484
 LR0484                          STATION DESCRIPTION
 LR0484
 LR0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0484'22.8 MI SW FROM PARIS RANCH.
 LR0484'2.25 MILES SOUTH ALONG A DIRT ROAD FROM PARIS RANCH, THENCE 20.55
 LR0484'MILES WEST AND SOUTHWEST ALONG A GRAVEL ROAD.  0.42 MILE SOUTHWEST OF
 LR0484'THE T JUNCTION OF A GRAVEL ROAD SOUTHEAST, 0.2 MILE NORTHEAST OF A
 LR0484'SMALL STOCK PEN AT A WINDMILL, 36 FEET SOUTHEAST OF THE CENTER LINE OF
 LR0484'THE ROAD, 1 1/2 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 LR0484'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE
 LR0484'THE GROUND.
 LR0484
 LR0484                          STATION RECOVERY (1968)
 LR0484
 LR0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LR0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0435 ***********************************************************************
 LR0435  DESIGNATION -  M 106
 LR0435  PID         -  LR0435
 LR0435  STATE/COUNTY-  NV/LANDER
 LR0435  USGS QUAD   -  MC COY NE (1990)
 LR0435
 LR0435                         *CURRENT SURVEY CONTROL
 LR0435  ___________________________________________________________________
 LR0435* NAD 83(1986)-  40 28 39.     (N)    117 03 53.     (W)     SCALED    
 LR0435* NAVD 88     -      1409.786  (meters)    4625.27   (feet)  ADJUSTED  
 LR0435  ___________________________________________________________________
 LR0435  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 LR0435  DYNAMIC HT  -        1408.613 (meters)    4621.42  (feet)  COMP
 LR0435  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 LR0435
 LR0435  VERT ORDER  -  FIRST     CLASS II
 LR0435
 LR0435.The horizontal coordinates were scaled from a topographic map and have
 LR0435.an estimated accuracy of +/- 6 seconds.
 LR0435
 LR0435.The orthometric height was determined by differential leveling
 LR0435.and adjusted by the National Geodetic Survey in June 1991..
 LR0435
 LR0435.The geoid height was determined by GEOID03.
 LR0435
 LR0435.The dynamic height is computed by dividing the NAVD 88
 LR0435.geopotential number by the normal gravity value computed on the
 LR0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0435.degrees latitude (g = 980.6199 gals.).
 LR0435
 LR0435.The modeled gravity was interpolated from observed gravity values.
 LR0435
 LR0435;                    North         East    Units  Estimated Accuracy
 LR0435;SPC NV C     - 6,635,700.      466,250.      MT  (+/- 180 meters Scaled)
 LR0435
 LR0435                          SUPERSEDED SURVEY CONTROL
 LR0435
 LR0435  NGVD 29 (??/??/92) 1408.699  (m)         4621.71   (f) ADJ UNCH    1 2
 LR0435
 LR0435.Superseded values are not recommended for survey control.
 LR0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0435.See file dsdata.txt to determine how the superseded data were derived.
 LR0435
 LR0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME945807(NAD 83)
 LR0435_MARKER: DB = BENCH MARK DISK
 LR0435_SETTING: 66 = SET IN ROCK OUTCROP
 LR0435_SP_SET: ROCK OUTCROP
 LR0435_STAMPING: M 106 1958
 LR0435_MARK LOGO: CGS   
 LR0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0435+STABILITY: POSITION/ELEVATION WELL
 LR0435
 LR0435  HISTORY     - Date     Condition        Report By
 LR0435  HISTORY     - 1958     MONUMENTED       CGS
 LR0435  HISTORY     - 1985     GOOD             NGS
 LR0435
 LR0435                          STATION DESCRIPTION
 LR0435
 LR0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0435'14.3 MI SW FROM BATTLE MOUNTAIN.
 LR0435'14.3 MILES SOUTHWEST ALONG STATE HIGHWAY 8-A FROM THE T JUNCTION OF
 LR0435'U.S. HIGHWAY 40 AT BATTLE MOUNTAIN, AT A PROMINENT ROCK KNOLL ON THE
 LR0435'WEST SIDE OF THE HIGHWAY, IN THE TOP OF A LEDGE OF LAVA OUTCROP AT THE
 LR0435'EAST SIDE OF THE FORMATION, 336 FEET NORTHWEST OF THE CENTER OF THE Y
 LR0435'JUNCTION OF A DIRT ROAD LEADING NORTHWEST, 123 FEET WEST OF THE CENTER
 LR0435'LINE OF THE HIGHWAY, 135 FEET NORTHEAST OF THE CENTER LINE OF THE
 LR0435'ROAD, ABOUT 9 FEET HIGHER THAN THE HIGHWAY, AND ABOUT 2 1/2 FEET ABOVE
 LR0435'THE GROUND.
 LR0435
 LR0435                          STATION RECOVERY (1985)
 LR0435
 LR0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LR0435'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.04 KM
 LR0435'(13.7 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE AT BATTLE
 LR0435'MTN, IN THE NORTHWEST CORNER OF THE INTERSECTION OF A DIRT ROAD
 LR0435'LEADING NORTHWEST, IN TOP OF AND 1.8 METERS (6 FT) WEST OF THE EAST
 LR0435'EDGE OF A 15 BY 20 FOOT PORTION OF VOLCANIC OUTCROP, 0.46 KM (0.28 MI)
 LR0435'NORTH OF MILEPOST 104, 42.7 METERS (140 FT) WEST OF THE HIGHWAY
 LR0435'CENTERLINE, 101.0 METERS (331 FT) NORTH OF THE CENTER OF THE DIRT ROAD
 LR0435'ROAD AND 26.2 METERS (86 FT) SOUTHEAST OF TELEPHONE POLE 39.
 LR0435'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 LR0435'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0390 ***********************************************************************
 LR0390  DESIGNATION -  M 107
 LR0390  PID         -  LR0390
 LR0390  STATE/COUNTY-  NV/PERSHING
 LR0390  USGS QUAD   -  CHERRY CREEK SE (1981)
 LR0390
 LR0390                         *CURRENT SURVEY CONTROL
 LR0390  ___________________________________________________________________
 LR0390* NAD 83(1986)-  40 36 44.     (N)    117 20 12.     (W)     SCALED    
 LR0390* NAVD 88     -      1521.078  (meters)    4990.40   (feet)  ADJUSTED  
 LR0390  ___________________________________________________________________
 LR0390  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 LR0390  DYNAMIC HT  -        1519.823 (meters)    4986.29  (feet)  COMP
 LR0390  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 LR0390
 LR0390  VERT ORDER  -  SECOND    CLASS 0
 LR0390
 LR0390.The horizontal coordinates were scaled from a topographic map and have
 LR0390.an estimated accuracy of +/- 6 seconds.
 LR0390
 LR0390.The orthometric height was determined by differential leveling
 LR0390.and adjusted by the National Geodetic Survey in June 1991..
 LR0390
 LR0390.The geoid height was determined by GEOID03.
 LR0390
 LR0390.The dynamic height is computed by dividing the NAVD 88
 LR0390.geopotential number by the normal gravity value computed on the
 LR0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0390.degrees latitude (g = 980.6199 gals.).
 LR0390
 LR0390.The modeled gravity was interpolated from observed gravity values.
 LR0390
 LR0390;                    North         East    Units  Estimated Accuracy
 LR0390;SPC NV W     - 4,651,330.      905,490.      MT  (+/- 180 meters Scaled)
 LR0390
 LR0390                          SUPERSEDED SURVEY CONTROL
 LR0390
 LR0390  NGVD 29 (??/??/92) 1519.982  (m)         4986.81   (f) ADJ UNCH    2 0
 LR0390
 LR0390.Superseded values are not recommended for survey control.
 LR0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0390.See file dsdata.txt to determine how the superseded data were derived.
 LR0390
 LR0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME715957(NAD 83)
 LR0390_MARKER: DB = BENCH MARK DISK
 LR0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0390_STAMPING: M 107 1958
 LR0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0390+STABILITY: SURFACE MOTION
 LR0390
 LR0390  HISTORY     - Date     Condition        Report By
 LR0390  HISTORY     - 1958     MONUMENTED       CGS
 LR0390
 LR0390                          STATION DESCRIPTION
 LR0390
 LR0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0390'7.0 MI SE FROM SMELSER PASS.
 LR0390'5.0 MILES EAST ALONG A DIRT ROAD FROM SMELSER PASS, THENCE 2.0 MILES
 LR0390'SOUTH ALONG A DIRT ROAD, AT THE PROPOSED LOCATION FOR TRIANGULATION
 LR0390'STATION PER 1958, 90 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 LR0390'OF A NORTHWEST-SOUTHEAST DIRT ROAD, 64 FEET WEST OF THE CENTER LINE OF
 LR0390'THE DIRT ROAD SOUTH, 2 FEET NORTHEAST OF A WITNESS POST, ABOUT 4 FEET
 LR0390'HIGHER THAN THE INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST
 LR0390'PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0049 ***********************************************************************
 MT0049  DESIGNATION -  M 108
 MT0049  PID         -  MT0049
 MT0049  STATE/COUNTY-  NV/ELKO
 MT0049  USGS QUAD   -  MUSTANG DRAW (1989)
 MT0049
 MT0049                         *CURRENT SURVEY CONTROL
 MT0049  ___________________________________________________________________
 MT0049* NAD 83(1986)-  41 50 45.     (N)    114 17 46.     (W)     SCALED    
 MT0049* NAVD 88     -      1703.774  (meters)    5589.80   (feet)  ADJUSTED  
 MT0049  ___________________________________________________________________
 MT0049  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 MT0049  DYNAMIC HT  -        1702.510 (meters)    5585.65  (feet)  COMP
 MT0049  MODELED GRAV-     979,820.4   (mgal)                       NAVD 88
 MT0049
 MT0049  VERT ORDER  -  SECOND    CLASS 0
 MT0049
 MT0049.The horizontal coordinates were scaled from a topographic map and have
 MT0049.an estimated accuracy of +/- 6 seconds.
 MT0049
 MT0049.The orthometric height was determined by differential leveling
 MT0049.and adjusted by the National Geodetic Survey in June 1991..
 MT0049
 MT0049.The geoid height was determined by GEOID03.
 MT0049
 MT0049.The dynamic height is computed by dividing the NAVD 88
 MT0049.geopotential number by the normal gravity value computed on the
 MT0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0049.degrees latitude (g = 980.6199 gals.).
 MT0049
 MT0049.The modeled gravity was interpolated from observed gravity values.
 MT0049
 MT0049;                    North         East    Units  Estimated Accuracy
 MT0049;SPC NV E     - 8,788,380.      306,900.      MT  (+/- 180 meters Scaled)
 MT0049
 MT0049                          SUPERSEDED SURVEY CONTROL
 MT0049
 MT0049  NGVD 29 (??/??/92) 1702.637  (m)         5586.07   (f) ADJ UNCH    2 0
 MT0049
 MT0049.Superseded values are not recommended for survey control.
 MT0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0049.See file dsdata.txt to determine how the superseded data were derived.
 MT0049
 MT0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG244361(NAD 83)
 MT0049_MARKER: DB = BENCH MARK DISK
 MT0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0049_STAMPING: M 108 1958
 MT0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0049+STABILITY: SURFACE MOTION
 MT0049
 MT0049  HISTORY     - Date     Condition        Report By
 MT0049  HISTORY     - 1958     MONUMENTED       CGS
 MT0049
 MT0049                          STATION DESCRIPTION
 MT0049
 MT0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0049'32.85 MI E FROM SAN JACINTO.
 MT0049'31.9 MILES EAST ALONG A GRAVEL ROAD FROM THE OREGON SHORT LINE
 MT0049'RAILROAD AT SAN JACINTO, THENCE 0.95 MILES SOUTH ALONG A DIRT ROAD,
 MT0049'0.5 MILE SOUTH OF THE CROSSING OF LITTLE GOOSE CREEK, AT A SUMMIT, 32
 MT0049'FEET EAST OF THE CENTER LINE OF THE ROAD, 2.4 FEET WEST OF A WITNESS
 MT0049'POST, LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MT0049'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0134 ***********************************************************************
 FS0134  DESIGNATION -  M 109
 FS0134  PID         -  FS0134
 FS0134  STATE/COUNTY-  NV/CLARK
 FS0134  USGS QUAD   -  KEYHOLE CANYON (1984)
 FS0134
 FS0134                         *CURRENT SURVEY CONTROL
 FS0134  ___________________________________________________________________
 FS0134* NAD 83(1986)-  35 40 36.     (N)    114 57 39.     (W)     SCALED    
 FS0134* NAVD 88     -       804.470  (meters)    2639.33   (feet)  POSTED    
 FS0134  ___________________________________________________________________
 FS0134  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FS0134  DYNAMIC HT  -         803.590 (meters)    2636.44  (feet)  COMP
 FS0134  MODELED GRAV-     979,514.5   (mgal)                       NAVD 88
 FS0134
 FS0134  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0134
 FS0134.The horizontal coordinates were scaled from a topographic map and have
 FS0134.an estimated accuracy of +/- 6 seconds.
 FS0134
 FS0134.The orthometric height was determined by differential leveling
 FS0134.and adjusted by the National Geodetic Survey in 1992..
 FS0134.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0134.rate of 0.0 thru 1.0 mm/km.
 FS0134
 FS0134.The geoid height was determined by GEOID03.
 FS0134
 FS0134.The dynamic height is computed by dividing the NAVD 88
 FS0134.geopotential number by the normal gravity value computed on the
 FS0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0134.degrees latitude (g = 980.6199 gals.).
 FS0134
 FS0134.The modeled gravity was interpolated from observed gravity values.
 FS0134
 FS0134;                    North         East    Units  Estimated Accuracy
 FS0134;SPC NV E     - 8,102,980.      256,350.      MT  (+/- 180 meters Scaled)
 FS0134
 FS0134                          SUPERSEDED SURVEY CONTROL
 FS0134
 FS0134  NGVD 29 (??/??/92)  803.706  (m)         2636.83   (f) ADJ UNCH    1 1
 FS0134
 FS0134.Superseded values are not recommended for survey control.
 FS0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0134.See file dsdata.txt to determine how the superseded data were derived.
 FS0134
 FS0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV845500(NAD 83)
 FS0134_MARKER: DB = BENCH MARK DISK
 FS0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0134_STAMPING: M 109 1934
 FS0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0134+STABILITY: SURFACE MOTION
 FS0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FS0134+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2002
 FS0134
 FS0134  HISTORY     - Date     Condition        Report By
 FS0134  HISTORY     - 1934     MONUMENTED       CGS
 FS0134  HISTORY     - 1949     GOOD             NGS
 FS0134  HISTORY     - 1969     GOOD             NGS
 FS0134  HISTORY     - 20020112 GOOD             JCLS
 FS0134  HISTORY     - 20020112 GOOD             JCLS
 FS0134
 FS0134                          STATION DESCRIPTION
 FS0134
 FS0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0134'16.5 MI N FROM SEARCHLIGHT.
 FS0134'16.5 MILES NORTH ALONG OLD STATE HIGHWAY 5 FROM THE POST OFFICE AT
 FS0134'SEARCHLIGHT, 0.7 MILE NORTH OF THE INTERSECTION OF U.S. HIGHWAY 95,
 FS0134'0.1 MILE SOUTH OF THE Y JUNCTION OF A DIRT ROAD LEADING SOUTHEAST,
 FS0134'ABOUT 78 YARDS WEST OF THE CENTER LINE OF HIGHWAY 95, 119 1/2
 FS0134'FEET NORTHWEST OF A POWER LINE POLE, 33 FEET EAST OF THE CENTER
 FS0134'LINE OF THE OLD HIGHWAY, 2.5 FEET NORTH OF A WITNESS POST, ABOUT
 FS0134'2 FEET HIGHER THAN THE OLD HIGHWAY, AND SET IN THE TOP OF A
 FS0134'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0134
 FS0134                          STATION RECOVERY (1969)
 FS0134
 FS0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0134'RECOVERED IN GOOD CONDITION.
 FS0134
 FS0134                          STATION RECOVERY (2002)
 FS0134
 FS0134'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 FS0134'THIS STATION IS NOW GPSABLE.
 FS0134
 FS0134                          STATION RECOVERY (2002)
 FS0134
 FS0134'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 FS0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0260 ***********************************************************************
 LS0260  DESIGNATION -  M 11
 LS0260  PID         -  LS0260
 LS0260  STATE/COUNTY-  NV/PERSHING
 LS0260  USGS QUAD   -  LOVELOCK (1987)
 LS0260
 LS0260                         *CURRENT SURVEY CONTROL
 LS0260  ___________________________________________________________________
 LS0260* NAD 83(1986)-  40 13 54.     (N)    118 28 35.     (W)     SCALED    
 LS0260* NAVD 88     -      1220.100  (meters)    4002.94   (feet)  ADJUSTED  
 LS0260  ___________________________________________________________________
 LS0260  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 LS0260  DYNAMIC HT  -        1219.125 (meters)    3999.75  (feet)  COMP
 LS0260  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 LS0260
 LS0260  VERT ORDER  -  SECOND    CLASS 0
 LS0260
 LS0260.The horizontal coordinates were scaled from a topographic map and have
 LS0260.an estimated accuracy of +/- 6 seconds.
 LS0260
 LS0260.The orthometric height was determined by differential leveling
 LS0260.and adjusted by the National Geodetic Survey in June 1991..
 LS0260
 LS0260.The geoid height was determined by GEOID03.
 LS0260
 LS0260.The dynamic height is computed by dividing the NAVD 88
 LS0260.geopotential number by the normal gravity value computed on the
 LS0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0260.degrees latitude (g = 980.6199 gals.).
 LS0260
 LS0260.The modeled gravity was interpolated from observed gravity values.
 LS0260
 LS0260;                    North         East    Units  Estimated Accuracy
 LS0260;SPC NV W     - 4,608,340.      809,100.      MT  (+/- 180 meters Scaled)
 LS0260
 LS0260                          SUPERSEDED SURVEY CONTROL
 LS0260
 LS0260  NGVD 29 (??/??/92) 1219.150  (m)         3999.83   (f) ADJ UNCH    2 0
 LS0260
 LS0260.Superseded values are not recommended for survey control.
 LS0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0260.See file dsdata.txt to determine how the superseded data were derived.
 LS0260
 LS0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE744545(NAD 83)
 LS0260_MARKER: DD = SURVEY DISK
 LS0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0260_STAMPING: M - 11
 LS0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0260+STABILITY: SURFACE MOTION
 LS0260
 LS0260  HISTORY     - Date     Condition        Report By
 LS0260  HISTORY     - UNK      MONUMENTED       BOR
 LS0260  HISTORY     - 1951     GOOD             NGS
 LS0260
 LS0260                          STATION DESCRIPTION
 LS0260
 LS0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0260'3.5 MI N FROM LOVELOCK.
 LS0260'3.5 MILES NORTH ALONG CENTRAL STREET FROM THE COURTHOUSE IN LOVELOCK,
 LS0260'AT THE INTERSECTION OF A GRAVEL ROAD LEADING EAST AND A GRAVEL LANE
 LS0260'LEADING WEST TO THE EDWARDS RANCH, 64.4 FEET EAST AND ACROSS THE ROAD
 LS0260'FROM BENCH MARK NO. 3, 42 1/2 FEET NORTHEAST OF THE CENTER OF THE
 LS0260'INTERSECTION, 26 1/2 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD
 LS0260'LEADING EAST, 32 FEET WEST OF THE CENTER LINE OF THE STREET, 1.7 FEET
 LS0260'NORTH OF THE FENCE CORNER POST, 0.6 FOOT WEST OF A NORTH AND SOUTH
 LS0260'FENCE LINE, 1.3 FEET NORTHEAST OF A A WITNESS POST, ABOUT LEVEL WITH
 LS0260'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET
 LS0260'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0204 ***********************************************************************
 JR0204  DESIGNATION -  M 11
 JR0204  PID         -  JR0204
 JR0204  STATE/COUNTY-  NV/MINERAL
 JR0204  USGS QUAD   -  SCHURZ (1988)
 JR0204
 JR0204                         *CURRENT SURVEY CONTROL
 JR0204  ___________________________________________________________________
 JR0204* NAD 83(1986)-  38 58 04.     (N)    118 50 33.     (W)     SCALED    
 JR0204* NAVD 88     -      1261.94   (+/-2cm)    4140.2    (feet)  VERTCON   
 JR0204  ___________________________________________________________________
 JR0204  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JR0204
 JR0204  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0204
 JR0204.The horizontal coordinates were scaled from a topographic map and have
 JR0204.an estimated accuracy of +/- 6 seconds.
 JR0204
 JR0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0204.The vertical order pertains to the NGVD 29 superseded value.
 JR0204
 JR0204.The geoid height was determined by GEOID03.
 JR0204
 JR0204;                    North         East    Units  Estimated Accuracy
 JR0204;SPC NV W     - 4,468,050.      777,540.      MT  (+/- 180 meters Scaled)
 JR0204
 JR0204                          SUPERSEDED SURVEY CONTROL
 JR0204
 JR0204  NGVD 29 (??/??/92) 1260.86   (m)         4136.7    (f) COMPUTED    1 2
 JR0204
 JR0204.Superseded values are not recommended for survey control.
 JR0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0204.See file dsdata.txt to determine how the superseded data were derived.
 JR0204
 JR0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD403148(NAD 83)
 JR0204_MARKER: DB = BENCH MARK DISK
 JR0204_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0204_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0204_STAMPING: M 11 1915 4136.727
 JR0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0204
 JR0204  HISTORY     - Date     Condition        Report By
 JR0204  HISTORY     - 1915     MONUMENTED       CGS
 JR0204  HISTORY     - 1953     GOOD             NGS
 JR0204
 JR0204                          STATION DESCRIPTION
 JR0204
 JR0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0204'2.2 MI NW FROM SCHURZ.
 JR0204'2.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0204'FROM THE STATION AT SCHURZ, 0.1 MILE (4 POLES) SOUTHEAST OF THE
 JR0204'CROSSING OF A GRAVELED ROAD, 7 1/2 FEET SOUTHWEST OF MILEPOLE
 JR0204'352, 355.8 FEET NORTHWEST OF THE WEST CORNER OF A CATTLE GUARD,
 JR0204'25.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.7 FEET NORTHEAST
 JR0204'OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK AND
 JR0204'SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE
 JR0204'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0875 ***********************************************************************
 FS0875  DESIGNATION -  M 110
 FS0875  PID         -  FS0875
 FS0875  STATE/COUNTY-  NV/CLARK
 FS0875  USGS QUAD   -  MC CULLOUGH MOUNTAIN (1989)
 FS0875
 FS0875                         *CURRENT SURVEY CONTROL
 FS0875  ___________________________________________________________________
 FS0875* NAD 83(1986)-  35 30 04.     (N)    115 08 48.     (W)     SCALED    
 FS0875* NAVD 88     -      1423.432  (meters)    4670.04   (feet)  POSTED    
 FS0875  ___________________________________________________________________
 FS0875  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FS0875  DYNAMIC HT  -        1421.690 (meters)    4664.33  (feet)  COMP
 FS0875  MODELED GRAV-     979,361.7   (mgal)                       NAVD 88
 FS0875
 FS0875  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0875
 FS0875.The horizontal coordinates were scaled from a topographic map and have
 FS0875.an estimated accuracy of +/- 6 seconds.
 FS0875
 FS0875.The orthometric height was determined by differential leveling
 FS0875.and adjusted by the National Geodetic Survey in 1992..
 FS0875.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0875.rate of 0.0 thru 1.0 mm/km.
 FS0875
 FS0875.The geoid height was determined by GEOID03.
 FS0875
 FS0875.The dynamic height is computed by dividing the NAVD 88
 FS0875.geopotential number by the normal gravity value computed on the
 FS0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0875.degrees latitude (g = 980.6199 gals.).
 FS0875
 FS0875.The modeled gravity was interpolated from observed gravity values.
 FS0875
 FS0875;                    North         East    Units  Estimated Accuracy
 FS0875;SPC NV E     - 8,083,410.      239,610.      MT  (+/- 180 meters Scaled)
 FS0875
 FS0875                          SUPERSEDED SURVEY CONTROL
 FS0875
 FS0875  NGVD 29 (??/??/92) 1422.53   (m)         4667.1    (f) COMPUTED    1 2
 FS0875
 FS0875.Superseded values are not recommended for survey control.
 FS0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0875.See file dsdata.txt to determine how the superseded data were derived.
 FS0875
 FS0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV680301(NAD 83)
 FS0875_MARKER: DB = BENCH MARK DISK
 FS0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0875_STAMPING: M 110 1934
 FS0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0875+STABILITY: SURFACE MOTION
 FS0875
 FS0875  HISTORY     - Date     Condition        Report By
 FS0875  HISTORY     - 1934     MONUMENTED       CGS
 FS0875  HISTORY     - 1949     GOOD             NGS
 FS0875  HISTORY     - 1981     GOOD             USGS
 FS0875  HISTORY     - 19870217 MARK NOT FOUND   USPSQD
 FS0875
 FS0875                          STATION DESCRIPTION
 FS0875
 FS0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0875'7.4 MI E FROM NIPTON.
 FS0875'2.7 MILES EAST ALONG A COUNTY GRADED ROAD FROM THE UNION PACIFIC
 FS0875'RAILROAD STATION AT NIPTON, THENCE 4.7 MILES EAST ALONG NEVADA
 FS0875'STATE HIGHWAY 68, ABOUT 80 YARDS WEST OF THE APPROXIMATE CENTER
 FS0875'OF A SMALL CURVE IN THE HIGHWAY, 21 FEET SOUTH OF THE CENTER LINE
 FS0875'OF THE HIGHWAY, 3.3 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET
 FS0875'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FS0875'PROJECTING 0.6 FOOT ABOVE GROUND.
 FS0875
 FS0875                          STATION RECOVERY (1981)
 FS0875
 FS0875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FS0875'NIPTON: 7.6 MILES NE ALONG HIGHWAY, AT THIS POINT THERE IS A CUT IN
 FS0875'HILLSIDE TO NORTH WEST AND OLD HIGHWAY BEGINS A CURVE TO NORTH , 55
 FS0875'FEET SOUTHEAST OF CENTERLINE HIGHWAY, ABOUT 40 FEET NE OF CENTER OF
 FS0875'DRAIN, SET IN CONCRETE POST ABOUT 2 FEET LOWER THAN ROAD, A STANDARD
 FS0875'TABLET STAMPED "M 110 1934".
 FS0875
 FS0875                          STATION RECOVERY (1987)
 FS0875
 FS0875'RECOVERY NOTE BY US POWER SQUADRON 1987 (PI)
 FS0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0123 ***********************************************************************
 HP0123  DESIGNATION -  M 115
 HP0123  PID         -  HP0123
 HP0123  STATE/COUNTY-  NV/LINCOLN
 HP0123  USGS QUAD   -  SEAMAN WASH (1980)
 HP0123
 HP0123                         *CURRENT SURVEY CONTROL
 HP0123  ___________________________________________________________________
 HP0123* NAD 83(1986)-  37 48 26.     (N)    115 11 56.     (W)     SCALED    
 HP0123* NAVD 88     -      1480.412  (meters)    4856.98   (feet)  ADJUSTED  
 HP0123  ___________________________________________________________________
 HP0123  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 HP0123  DYNAMIC HT  -        1478.824 (meters)    4851.78  (feet)  COMP
 HP0123  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 HP0123
 HP0123  VERT ORDER  -  SECOND    CLASS 0
 HP0123
 HP0123.The horizontal coordinates were scaled from a topographic map and have
 HP0123.an estimated accuracy of +/- 6 seconds.
 HP0123
 HP0123.The orthometric height was determined by differential leveling
 HP0123.and adjusted by the National Geodetic Survey in June 1991..
 HP0123
 HP0123.The geoid height was determined by GEOID03.
 HP0123
 HP0123.The dynamic height is computed by dividing the NAVD 88
 HP0123.geopotential number by the normal gravity value computed on the
 HP0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0123.degrees latitude (g = 980.6199 gals.).
 HP0123
 HP0123.The modeled gravity was interpolated from observed gravity values.
 HP0123
 HP0123;                    North         East    Units  Estimated Accuracy
 HP0123;SPC NV E     - 8,339,280.      233,850.      MT  (+/- 180 meters Scaled)
 HP0123
 HP0123                          SUPERSEDED SURVEY CONTROL
 HP0123
 HP0123  NGVD 29 (??/??/92) 1479.424  (m)         4853.74   (f) ADJ UNCH    2 0
 HP0123
 HP0123.Superseded values are not recommended for survey control.
 HP0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0123.See file dsdata.txt to determine how the superseded data were derived.
 HP0123
 HP0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB585859(NAD 83)
 HP0123_MARKER: DB = BENCH MARK DISK
 HP0123_SETTING: 66 = SET IN ROCK OUTCROP
 HP0123_SP_SET: SET IN ROCK OUTCROP
 HP0123_STAMPING: M 115 1934
 HP0123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0123+STABILITY: POSITION/ELEVATION WELL
 HP0123
 HP0123  HISTORY     - Date     Condition        Report By
 HP0123  HISTORY     - 1934     MONUMENTED       CGS
 HP0123  HISTORY     - 1970     GOOD             USGS
 HP0123
 HP0123                          STATION DESCRIPTION
 HP0123
 HP0123'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HP0123'25.2 MI NW FROM HIKO.
 HP0123'ABOUT 18.7 MILES NORTH ON NEVADA HIGHWAY 38 FROM THE JUNCTION OF U. S.
 HP0123'HIGHWAY 93 AND NEVADA HIGHWAY 38.  THENCE 6.5 MILES NW UP THE OLD ROAD
 HP0123'UP SEAMANS WASH, EAST OF THE ROAD AND ABOUT 60 FEET EAST OF THE OLD
 HP0123'ROAD AND IN THE TOP OF A ROCK LEDGE.  A STANDARD DISK STAMPED M 115
 HP0123'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0098 ***********************************************************************
 JP0098  DESIGNATION -  M 116
 JP0098  PID         -  JP0098
 JP0098  STATE/COUNTY-  NV/NYE
 JP0098  USGS QUAD   -  SUNNYSIDE NW (1969)
 JP0098
 JP0098                         *CURRENT SURVEY CONTROL
 JP0098  ___________________________________________________________________
 JP0098* NAD 83(1986)-  38 23 50.     (N)    115 08 45.     (W)     SCALED    
 JP0098* NAVD 88     -      1593.363  (meters)    5227.56   (feet)  ADJUSTED  
 JP0098  ___________________________________________________________________
 JP0098  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 JP0098  DYNAMIC HT  -        1591.680 (meters)    5222.04  (feet)  COMP
 JP0098  MODELED GRAV-     979,516.3   (mgal)                       NAVD 88
 JP0098
 JP0098  VERT ORDER  -  SECOND    CLASS 0
 JP0098
 JP0098.The horizontal coordinates were scaled from a topographic map and have
 JP0098.an estimated accuracy of +/- 6 seconds.
 JP0098
 JP0098.The orthometric height was determined by differential leveling
 JP0098.and adjusted by the National Geodetic Survey in June 1991..
 JP0098
 JP0098.The geoid height was determined by GEOID03.
 JP0098
 JP0098.The dynamic height is computed by dividing the NAVD 88
 JP0098.geopotential number by the normal gravity value computed on the
 JP0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0098.degrees latitude (g = 980.6199 gals.).
 JP0098
 JP0098.The modeled gravity was interpolated from observed gravity values.
 JP0098
 JP0098;                    North         East    Units  Estimated Accuracy
 JP0098;SPC NV C     - 6,405,790.      632,850.      MT  (+/- 180 meters Scaled)
 JP0098
 JP0098                          SUPERSEDED SURVEY CONTROL
 JP0098
 JP0098  NGVD 29 (??/??/92) 1592.281  (m)         5224.01   (f) ADJ UNCH    2 0
 JP0098
 JP0098.Superseded values are not recommended for survey control.
 JP0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0098.See file dsdata.txt to determine how the superseded data were derived.
 JP0098
 JP0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC619515(NAD 83)
 JP0098_MARKER: DB = BENCH MARK DISK
 JP0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0098_STAMPING: M 116 1934
 JP0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0098+STABILITY: SURFACE MOTION
 JP0098
 JP0098  HISTORY     - Date     Condition        Report By
 JP0098  HISTORY     - 1934     MONUMENTED       CGS
 JP0098
 JP0098                          STATION DESCRIPTION
 JP0098
 JP0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0098'37.0 MI S FROM PRESTON.
 JP0098'IN NYE COUNTY, ABOUT 37.0 MILES SOUTH ALONG THE ROAD LEADING TO SHARP
 JP0098'FROM PRESTON, WHITE PINE COUNTY, ABOUT 0.5 MILE NORTH OF THE JUNCTION
 JP0098'OF A ROAD LEADING EAST ACROSS THE VALLEY TO HOT CREEK RANCH, AND 30
 JP0098'FEET WEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED M
 JP0098'116 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1269 ***********************************************************************
 GR1269  DESIGNATION -  M 117
 GR1269  PID         -  GR1269
 GR1269  STATE/COUNTY-  NV/CLARK
 GR1269  USGS QUAD   -  QUARTZ PEAK NW (1982)
 GR1269
 GR1269                         *CURRENT SURVEY CONTROL
 GR1269  ___________________________________________________________________
 GR1269* NAD 83(1986)-  36 55 38.     (N)    115 38 03.     (W)     SCALED    
 GR1269* NAVD 88     -      1069.678  (meters)    3509.44   (feet)  ADJUSTED  
 GR1269  ___________________________________________________________________
 GR1269  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 GR1269  DYNAMIC HT  -        1068.539 (meters)    3505.70  (feet)  COMP
 GR1269  MODELED GRAV-     979,530.4   (mgal)                       NAVD 88
 GR1269
 GR1269  VERT ORDER  -  SECOND    CLASS 0
 GR1269
 GR1269.The horizontal coordinates were scaled from a topographic map and have
 GR1269.an estimated accuracy of +/- 6 seconds.
 GR1269
 GR1269.The orthometric height was determined by differential leveling
 GR1269.and adjusted by the National Geodetic Survey in June 1991..
 GR1269
 GR1269.The geoid height was determined by GEOID03.
 GR1269
 GR1269.The dynamic height is computed by dividing the NAVD 88
 GR1269.geopotential number by the normal gravity value computed on the
 GR1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1269.degrees latitude (g = 980.6199 gals.).
 GR1269
 GR1269.The modeled gravity was interpolated from observed gravity values.
 GR1269
 GR1269;                    North         East    Units  Estimated Accuracy
 GR1269;SPC NV E     - 8,241,550.      195,470.      MT  (+/- 180 meters Scaled)
 GR1269
 GR1269                          SUPERSEDED SURVEY CONTROL
 GR1269
 GR1269  NGVD 29 (??/??/92) 1068.807  (m)         3506.58   (f) ADJ UNCH    2 0
 GR1269
 GR1269.Superseded values are not recommended for survey control.
 GR1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1269.See file dsdata.txt to determine how the superseded data were derived.
 GR1269
 GR1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA216876(NAD 83)
 GR1269_MARKER: DB = BENCH MARK DISK
 GR1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1269_SP_SET: CONCRETE POST
 GR1269_STAMPING: M 117 1934
 GR1269_MARK LOGO: CGS   
 GR1269_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1269+STABILITY: SURFACE MOTION
 GR1269
 GR1269  HISTORY     - Date     Condition        Report By
 GR1269  HISTORY     - 1934     MONUMENTED       CGS
 GR1269  HISTORY     - 1963     GOOD             NGS
 GR1269  HISTORY     - 19930823 GOOD             LOCENG
 GR1269
 GR1269                          STATION DESCRIPTION
 GR1269
 GR1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GR1269'24.6 MI N FROM INDIAN SPRINGS.
 GR1269'24.6 MILES NORTH ALONG THE GROOM ROAD FROM INDIAN SPRINGS, AND 45 FEET
 GR1269'WEST OF THE CENTERLINE OF THE ROAD.  A U.S. COAST AND GEODETIC SURVEY
 GR1269'STANDARD DISK, STAMPED M 117 1934 AND SET IN THE TOP OF A CONCRETE
 GR1269'POST.
 GR1269
 GR1269                          STATION RECOVERY (1963)
 GR1269
 GR1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR1269'RECOVERED IN GOOD CONDITION.
 GR1269
 GR1269                          STATION RECOVERY (1993)
 GR1269
 GR1269'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 GR1269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0781 ***********************************************************************
 KR0781  DESIGNATION -  M 118
 KR0781  PID         -  KR0781
 KR0781  STATE/COUNTY-  NV/LYON
 KR0781  USGS QUAD   -  CHURCHILL BUTTE (1985)
 KR0781
 KR0781                         *CURRENT SURVEY CONTROL
 KR0781  ___________________________________________________________________
 KR0781* NAD 83(1986)-  39 17 58.     (N)    119 15 13.     (W)     SCALED    
 KR0781* NAVD 88     -      1283.28   (+/-2cm)    4210.2    (feet)  VERTCON   
 KR0781  ___________________________________________________________________
 KR0781  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 KR0781
 KR0781  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0781
 KR0781.The horizontal coordinates were scaled from a topographic map and have
 KR0781.an estimated accuracy of +/- 6 seconds.
 KR0781
 KR0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0781.The vertical order pertains to the NGVD 29 superseded value.
 KR0781
 KR0781.The geoid height was determined by GEOID03.
 KR0781
 KR0781;                    North         East    Units  Estimated Accuracy
 KR0781;SPC NV W     - 4,505,050.      742,190.      MT  (+/- 180 meters Scaled)
 KR0781
 KR0781                          SUPERSEDED SURVEY CONTROL
 KR0781
 KR0781  NGVD 29 (??/??/92) 1282.287  (m)         4206.97   (f) ADJ UNCH    1 2
 KR0781
 KR0781.Superseded values are not recommended for survey control.
 KR0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0781.See file dsdata.txt to determine how the superseded data were derived.
 KR0781
 KR0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD056524(NAD 83)
 KR0781_MARKER: DB = BENCH MARK DISK
 KR0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0781_STAMPING: M 118 1934
 KR0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0781+STABILITY: SURFACE MOTION
 KR0781
 KR0781  HISTORY     - Date     Condition        Report By
 KR0781  HISTORY     - 1934     MONUMENTED       CGS
 KR0781  HISTORY     - 1952     GOOD             NGS
 KR0781  HISTORY     - 1970     GOOD             NGS
 KR0781
 KR0781                          STATION DESCRIPTION
 KR0781
 KR0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KR0781'2.5 MI NE FROM WEEKS.
 KR0781'AT WEEKS, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, ABOUT 3/4 MILE
 KR0781'NORTHEAST OF FORT CHURCHILL, AT THE SOUTHWEST END OF A SIDING, AT THE
 KR0781'CROSSING OF U.S. HIGHWAY 95A, 90 1/2 FEET NORTHEAST OF THE CENTER LINE
 KR0781'OF THE HIGHWAY, 40.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 40 1/2 FEET
 KR0781'SOUTHWEST OF THE 4TH. POLE NORTHEAST OF MILEPOLE 314, 2.2 FEET
 KR0781'SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND
 KR0781'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 KR0781'GROUND.
 KR0781
 KR0781                          STATION RECOVERY (1970)
 KR0781
 KR0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KR0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0546 ***********************************************************************
 JR0546  DESIGNATION -  M 119
 JR0546  PID         -  JR0546
 JR0546  STATE/COUNTY-  NV/DOUGLAS
 JR0546  USGS QUAD   -  GARDNERVILLE (1982)
 JR0546
 JR0546                         *CURRENT SURVEY CONTROL
 JR0546  ___________________________________________________________________
 JR0546* NAD 83(1986)-  38 52 42.     (N)    119 41 01.     (W)     SCALED    
 JR0546* NAVD 88     -      1535.09   (+/-2cm)    5036.4    (feet)  VERTCON   
 JR0546  ___________________________________________________________________
 JR0546  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 JR0546
 JR0546  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0546
 JR0546.The horizontal coordinates were scaled from a topographic map and have
 JR0546.an estimated accuracy of +/- 6 seconds.
 JR0546
 JR0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0546.The vertical order pertains to the NGVD 29 superseded value.
 JR0546
 JR0546.The geoid height was determined by GEOID03.
 JR0546
 JR0546;                    North         East    Units  Estimated Accuracy
 JR0546;SPC NV W     - 4,458,670.      704,530.      MT  (+/- 180 meters Scaled)
 JR0546
 JR0546                          SUPERSEDED SURVEY CONTROL
 JR0546
 JR0546  NGVD 29 (??/??/92) 1533.940  (m)         5032.60   (f) ADJ UNCH    2 0
 JR0546
 JR0546.Superseded values are not recommended for survey control.
 JR0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0546.See file dsdata.txt to determine how the superseded data were derived.
 JR0546
 JR0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD672066(NAD 83)
 JR0546_MARKER: DB = BENCH MARK DISK
 JR0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0546_STAMPING: M 119 1934
 JR0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0546+STABILITY: SURFACE MOTION
 JR0546
 JR0546  HISTORY     - Date     Condition        Report By
 JR0546  HISTORY     - 1934     MONUMENTED       CGS
 JR0546  HISTORY     - 1957     GOOD             NGS
 JR0546  HISTORY     - 1968     GOOD             NGS
 JR0546
 JR0546                          STATION DESCRIPTION
 JR0546
 JR0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0546'5.8 MI SE FROM GARDNERVILLE.
 JR0546'5.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE
 JR0546'AT GARDNERVILLE, DOUGLAS COUNTY, 0.2 MILE FROM A ROAD FORK
 JR0546'LEADING SOUTH TO AN OLD CONCRETE DAM ON CARSON RIVER, 885 FEET
 JR0546'SOUTHEAST OF THE ROENSTRAW RANCH HOUSE, 215 FEET SOUTHEAST OF
 JR0546'AN OLD CULVERT THAT HAS BEEN TAKEN OUT WHERE A DITCH CROSSED
 JR0546'THE OLD HIGHWAY, 54 FEET EAST OF THE CENTERLINE OF THE OLD
 JR0546'HIGHWAY, AND 27 FEET SOUTHWEST OF A LONE JUNIPER TREE.
 JR0546
 JR0546                          STATION RECOVERY (1968)
 JR0546
 JR0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JR0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0775 ***********************************************************************
 JR0775  DESIGNATION -  M 12
 JR0775  PID         -  JR0775
 JR0775  STATE/COUNTY-  NV/MINERAL
 JR0775  USGS QUAD   -  LUNING (1980)
 JR0775
 JR0775                         *CURRENT SURVEY CONTROL
 JR0775  ___________________________________________________________________
 JR0775* NAD 83(1986)-  38 30 25.     (N)    118 10 47.     (W)     SCALED    
 JR0775* NAVD 88     -      1361.855  (meters)    4468.02   (feet)  ADJUSTED  
 JR0775  ___________________________________________________________________
 JR0775  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 JR0775  DYNAMIC HT  -        1360.472 (meters)    4463.48  (feet)  COMP
 JR0775  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 JR0775
 JR0775  VERT ORDER  -  FIRST     CLASS II
 JR0775
 JR0775.The horizontal coordinates were scaled from a topographic map and have
 JR0775.an estimated accuracy of +/- 6 seconds.
 JR0775
 JR0775.The orthometric height was determined by differential leveling
 JR0775.and adjusted by the National Geodetic Survey in June 1991..
 JR0775
 JR0775.The geoid height was determined by GEOID03.
 JR0775
 JR0775.The dynamic height is computed by dividing the NAVD 88
 JR0775.geopotential number by the normal gravity value computed on the
 JR0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0775.degrees latitude (g = 980.6199 gals.).
 JR0775
 JR0775.The modeled gravity was interpolated from observed gravity values.
 JR0775
 JR0775;                    North         East    Units  Estimated Accuracy
 JR0775;SPC NV W     - 4,416,950.      835,200.      MT  (+/- 180 meters Scaled)
 JR0775
 JR0775                          SUPERSEDED SURVEY CONTROL
 JR0775
 JR0775  NGVD 29 (??/??/92) 1360.719  (m)         4464.29   (f) ADJ UNCH    1 2
 JR0775
 JR0775.Superseded values are not recommended for survey control.
 JR0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0775.See file dsdata.txt to determine how the superseded data were derived.
 JR0775
 JR0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC971627(NAD 83)
 JR0775_MARKER: P = PIPE CAP
 JR0775_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0775_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0775_STAMPING: M 12 1915 4464.295
 JR0775_MARK LOGO: CGS   
 JR0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0775
 JR0775  HISTORY     - Date     Condition        Report By
 JR0775  HISTORY     - 1915     MONUMENTED       CGS
 JR0775  HISTORY     - 1953     GOOD             NGS
 JR0775  HISTORY     - 1984     GOOD             NGS
 JR0775
 JR0775                          STATION DESCRIPTION
 JR0775
 JR0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0775'AT LUNING.
 JR0775'AT LUNING, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 167.7
 JR0775'FEET WEST OF AND ACROSS THE TRACKS FROM THE WEST CORNER OF THE
 JR0775'STATION, 28 1/2 FEET NORTHWEST OF THE 4TH. POLE SOUTHEAST OF
 JR0775'MILEPOLE 408, 28.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 21.8
 JR0775'FEET SOUTH OF THE EAST CORNER OF A SCOOTER SHED, ABOUT LEVEL
 JR0775'WITH THE TRACK, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE
 JR0775'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 JR0775
 JR0775                          STATION RECOVERY (1984)
 JR0775
 JR0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0775'RECOVERED IN GOOD CONDITION.  NOTE--ELEVATION IS STAMPED 4464.295 NOT
 JR0775'4454.295.  ADD 41.5 METERS (136 FT) NORTHEAST OF THE CENTERLINE OF US
 JR0775'HIGHWAY 95 AND 0.5 METER (1.5 FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0414 ***********************************************************************
 JR0414  DESIGNATION -  M 120
 JR0414  PID         -  JR0414
 JR0414  STATE/COUNTY-  NV/LYON
 JR0414  USGS QUAD   -  NYE CANYON (1988)
 JR0414
 JR0414                         *CURRENT SURVEY CONTROL
 JR0414  ___________________________________________________________________
 JR0414* NAD 83(1986)-  38 34 56.     (N)    119 12 55.     (W)     SCALED    
 JR0414* NAVD 88     -      1908.46   (+/-2cm)    6261.3    (feet)  VERTCON   
 JR0414  ___________________________________________________________________
 JR0414  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 JR0414
 JR0414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0414
 JR0414.The horizontal coordinates were scaled from a topographic map and have
 JR0414.an estimated accuracy of +/- 6 seconds.
 JR0414
 JR0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0414.The vertical order pertains to the NGVD 29 superseded value.
 JR0414
 JR0414.The geoid height was determined by GEOID03.
 JR0414
 JR0414;                    North         East    Units  Estimated Accuracy
 JR0414;SPC NV W     - 4,425,410.      744,940.      MT  (+/- 180 meters Scaled)
 JR0414
 JR0414                          SUPERSEDED SURVEY CONTROL
 JR0414
 JR0414  NGVD 29 (??/??/92) 1907.156  (m)         6257.06   (f) ADJ UNCH    2 0
 JR0414
 JR0414.Superseded values are not recommended for survey control.
 JR0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0414.See file dsdata.txt to determine how the superseded data were derived.
 JR0414
 JR0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC070727(NAD 83)
 JR0414_MARKER: DB = BENCH MARK DISK
 JR0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0414_STAMPING: M 120 1934
 JR0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0414+STABILITY: SURFACE MOTION
 JR0414
 JR0414  HISTORY     - Date     Condition        Report By
 JR0414  HISTORY     - 1934     MONUMENTED       CGS
 JR0414  HISTORY     - 1940     GOOD             NGS
 JR0414
 JR0414                          STATION DESCRIPTION
 JR0414
 JR0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0414'16 MI S FROM WELLINGTON.
 JR0414'16.0 MILES SOUTH ALONG STATE HIGHWAY 22 FROM WELLINGTON, LYON
 JR0414'COUNTY, 49 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND NEAR
 JR0414'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED M 120 1934
 JR0414'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0254 ***********************************************************************
 JP0254  DESIGNATION -  M 121
 JP0254  PID         -  JP0254
 JP0254  STATE/COUNTY-  NV/NYE
 JP0254  USGS QUAD   -  BRADSHAW SPRING (1990)
 JP0254
 JP0254                         *CURRENT SURVEY CONTROL
 JP0254  ___________________________________________________________________
 JP0254* NAD 83(1986)-  38 51 39.     (N)    115 37 34.     (W)     SCALED    
 JP0254* NAVD 88     -      1568.955  (meters)    5147.48   (feet)  ADJUSTED  
 JP0254  ___________________________________________________________________
 JP0254  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 JP0254  DYNAMIC HT  -        1567.338 (meters)    5142.17  (feet)  COMP
 JP0254  MODELED GRAV-     979,542.8   (mgal)                       NAVD 88
 JP0254
 JP0254  VERT ORDER  -  SECOND    CLASS 0
 JP0254
 JP0254.The horizontal coordinates were scaled from a topographic map and have
 JP0254.an estimated accuracy of +/- 6 seconds.
 JP0254
 JP0254.The orthometric height was determined by differential leveling
 JP0254.and adjusted by the National Geodetic Survey in June 1991..
 JP0254
 JP0254.The geoid height was determined by GEOID03.
 JP0254
 JP0254.The dynamic height is computed by dividing the NAVD 88
 JP0254.geopotential number by the normal gravity value computed on the
 JP0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0254.degrees latitude (g = 980.6199 gals.).
 JP0254
 JP0254.The modeled gravity was interpolated from observed gravity values.
 JP0254
 JP0254;                    North         East    Units  Estimated Accuracy
 JP0254;SPC NV C     - 6,456,670.      590,310.      MT  (+/- 180 meters Scaled)
 JP0254
 JP0254                          SUPERSEDED SURVEY CONTROL
 JP0254
 JP0254  NGVD 29 (??/??/92) 1567.803  (m)         5143.70   (f) ADJ UNCH    2 0
 JP0254
 JP0254.Superseded values are not recommended for survey control.
 JP0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0254.See file dsdata.txt to determine how the superseded data were derived.
 JP0254
 JP0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD192022(NAD 83)
 JP0254_MARKER: DB = BENCH MARK DISK
 JP0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0254_STAMPING: M 121 1934
 JP0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0254+STABILITY: SURFACE MOTION
 JP0254
 JP0254  HISTORY     - Date     Condition        Report By
 JP0254  HISTORY     - 1934     MONUMENTED       CGS
 JP0254  HISTORY     - 1963     GOOD             USGS
 JP0254
 JP0254                          STATION DESCRIPTION
 JP0254
 JP0254'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JP0254'3.8 MI S FROM DUCKWATER.
 JP0254'3.8 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JP0254'DUCKWATER, NYE COUNTY DUCKWATER SCHOOL, 2.5 MILES SOUTH AND EAST OF
 JP0254'ALONG STATE HIGHWAY 20.  THENCE SOUTHEAST ON OLD GRAVEL ROAD 1.4
 JP0254'MILES.  410 FEET SOUTHEAST OF AN OLD BORROW PIT.  310 FEET NORTHWEST
 JP0254'OF A DIM CROSS ROAD, AND 53 FEET NORTHEAST OF THE CENTERLINE OF THE
 JP0254'OLD HIGHWAY.  A STANDARD DISK.  STAMPED M 121 1934 AND SET IN THE TOP
 JP0254'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0283 ***********************************************************************
 KQ0283  DESIGNATION -  M 126
 KQ0283  PID         -  KQ0283
 KQ0283  STATE/COUNTY-  NV/NYE
 KQ0283  USGS QUAD   -  MILLETT RANCH (1988)
 KQ0283
 KQ0283                         *CURRENT SURVEY CONTROL
 KQ0283  ___________________________________________________________________
 KQ0283* NAD 83(1994)-  39 03 59.77145(N)    117 08 50.02185(W)     ADJUSTED  
 KQ0283* NAVD 88     -      1687.489  (meters)    5536.37   (feet)  ADJUSTED  
 KQ0283  ___________________________________________________________________
 KQ0283  LAPLACE CORR-          -7.60  (seconds)                    DEFLEC99
 KQ0283  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 KQ0283  DYNAMIC HT  -        1685.732 (meters)    5530.61  (feet)  COMP
 KQ0283  MODELED GRAV-     979,527.6   (mgal)                       NAVD 88
 KQ0283
 KQ0283  HORZ ORDER  -  SECOND
 KQ0283  VERT ORDER  -  SECOND    CLASS 0
 KQ0283
 KQ0283.The horizontal coordinates were established by classical geodetic methods
 KQ0283.and adjusted by the National Geodetic Survey in June 1998..
 KQ0283
 KQ0283.The orthometric height was determined by differential leveling
 KQ0283.and adjusted by the National Geodetic Survey in June 1991..
 KQ0283
 KQ0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0283
 KQ0283.The geoid height was determined by GEOID03.
 KQ0283
 KQ0283.The dynamic height is computed by dividing the NAVD 88
 KQ0283.geopotential number by the normal gravity value computed on the
 KQ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0283.degrees latitude (g = 980.6199 gals.).
 KQ0283
 KQ0283.The modeled gravity was interpolated from observed gravity values.
 KQ0283
 KQ0283;                    North         East     Units Scale Factor Converg.
 KQ0283;SPC NV C     - 6,479,101.690   458,413.788   MT  0.99992129   -0 18 10.3
 KQ0283;SPC NV C     -21,256,852.79  1,503,979.24   sFT  0.99992129   -0 18 10.3
 KQ0283;SPC NV E     - 8,480,155.977    64,662.544   MT  1.00012547   -0 59 08.7
 KQ0283;SPC NV E     -27,821,978.40    212,147.03   sFT  1.00012547   -0 59 08.7
 KQ0283;UTM  11      - 4,324,177.965   487,263.202   MT  0.99960200   -0 05 34.0
 KQ0283
 KQ0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0283!SPC NV C     -   0.99973884  x   0.99992129  =   0.99966015
 KQ0283!SPC NV E     -   0.99973884  x   1.00012547  =   0.99986428
 KQ0283!UTM  11      -   0.99973884  x   0.99960200  =   0.99934095
 KQ0283
 KQ0283                          SUPERSEDED SURVEY CONTROL
 KQ0283
 KQ0283  NAD 83(1986)-  39 03 59.77431(N)    117 08 50.01884(W) AD(       ) 2
 KQ0283  NAD 27      -  39 04 00.03312(N)    117 08 46.70354(W) AD(       ) 2
 KQ0283  NGVD 29 (??/??/92) 1686.269  (m)         5532.37   (f) ADJ UNCH    2 0
 KQ0283
 KQ0283.Superseded values are not recommended for survey control.
 KQ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0283.See file dsdata.txt to determine how the superseded data were derived.
 KQ0283
 KQ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD8726324178(NAD 83)
 KQ0283_MARKER: DB = BENCH MARK DISK
 KQ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0283_STAMPING: M 126 1934
 KQ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0283+STABILITY: SURFACE MOTION
 KQ0283
 KQ0283  HISTORY     - Date     Condition        Report By
 KQ0283  HISTORY     - 1967     MONUMENTED       USGS
 KQ0283  HISTORY     - 1971     GOOD             USGS
 KQ0283  HISTORY     - 1984     GOOD             USGS
 KQ0283
 KQ0283                          STATION DESCRIPTION
 KQ0283
 KQ0283'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JAB)
 KQ0283'ABOUT 11.7 MILES SE ALONG U.S. 50 FROM THE COUNTY COURTHOUSE IN
 KQ0283'AUSTIN, LANDER COUNTY, THENCE 23.8 MILES SW ALONG STATE HIGHWAY
 KQ0283'8A, THENCE 0.15 MILES SE TO THE TWIST RANCH (PREV. CENDRON RANCH),
 KQ0283'THENCE 2.1 MILES SW TO A T-JCT, 32 FEET WEST OF CENTERLINE OF
 KQ0283'THE ROAD, 62 FEET SW OF ROAD JCT., AND 34 FEET SOUTH OF MC LEOD,
 KQ0283'1971 (USGS), A STANDARD DISK STAMPED M126 1934 (USC AND GS) AND
 KQ0283'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FEET ABOVE
 KQ0283'GROUND.  MARK IS ALSO 1.3 MILES NORTH OF TURKS RANCH, THENCE
 KQ0283'5.1 MILES NE ALONG STATE HIGHWAY 8A, THENCE 0.3 MILES EAST TO
 KQ0283'A ROAD JCT DESCRIBED ABOVE.
 KQ0283
 KQ0283                          STATION RECOVERY (1971)
 KQ0283
 KQ0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KQ0283'37.75 MI S FROM AUSTIN.
 KQ0283'IN NYE COUNTY, 11.7 MILES SE ALONG U.S. 50 FROM THE COUNTY COURTHOUSE
 KQ0283'IN AUSTIN, LANDER COUNTY, THENCE 23.8 MILES SW ALONG STATE HIGHWAY 8A,
 KQ0283'THENCE 0.15 MILES SE TO THE TWIST RANCH (PREV. CENDRON RANCH), THENCE
 KQ0283'2.1 MILES SOUTHWEST TO A T-JCT, 32 FEET WEST OF CENTERLINE OF THE
 KQ0283'ROAD, 62 SW OF ROAD JCT., AND 34 FEET SOUTH OF MCLEOD, 1971 (USGS), A
 KQ0283'STANDARD DISK STAMPED M 126 1934 (USG AND CS) AND SET IN THE TOP OF A
 KQ0283'CONCRETE POST PROJECTING 1.0 FEET ABOVE GROUND.  MARK IS ALSO 1.3
 KQ0283'MILES NORTH OF TURKS RANCH, THENCE 5.1 MILES NE ALONG STATE HIGHWAY
 KQ0283'8A, THENCE 0.3 MILES EAST TO A RD JCT DESCRIBED ABOVE.
 KQ0283
 KQ0283                          STATION RECOVERY (1984)
 KQ0283
 KQ0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KQ0283'FROM THE COUNTY COURTHOUSE IN AUSTIN, 11.8 MILES SOUTHEAST ON US 50
 KQ0283'TO JUNCTION WITH NEVADA 376, SOUTH ON NEVADA 376 FOR 26.1 MILES TO
 KQ0283'Y-ROAD NORTHEAST, 0.3 MILES NORTHEAST ON TRACK ROAD TO CROSSROADS.
 KQ0283'BENCH MARK IS 66 FEET SOUTH-SOUTHWEST OF CROSSROADS AND 34.15 FEET
 KQ0283'NORTH-NORTHEAST OF STATION, 'MC LEOD 1971'. A STANDARD DISK STAMPED,
 KQ0283''M 126 1934' AND SET IN THE TOP OF CEMENT POST PROJECTING 0.8 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0064 ***********************************************************************
 JQ0064  DESIGNATION -  M 129
 JQ0064  PID         -  JQ0064
 JQ0064  STATE/COUNTY-  NV/NYE
 JQ0064  USGS QUAD   -  PALISADE MESA (1980)
 JQ0064
 JQ0064                         *CURRENT SURVEY CONTROL
 JQ0064  ___________________________________________________________________
 JQ0064* NAD 83(1986)-  38 29 19.     (N)    116 14 11.     (W)     SCALED    
 JQ0064* NAVD 88     -      1681.985  (meters)    5518.31   (feet)  ADJUSTED  
 JQ0064  ___________________________________________________________________
 JQ0064  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 JQ0064  DYNAMIC HT  -        1680.136 (meters)    5512.25  (feet)  COMP
 JQ0064  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 JQ0064
 JQ0064  VERT ORDER  -  SECOND    CLASS 0
 JQ0064
 JQ0064.The horizontal coordinates were scaled from a topographic map and have
 JQ0064.an estimated accuracy of +/- 6 seconds.
 JQ0064
 JQ0064.The orthometric height was determined by differential leveling
 JQ0064.and adjusted by the National Geodetic Survey in June 1991..
 JQ0064
 JQ0064.The geoid height was determined by GEOID03.
 JQ0064
 JQ0064.The dynamic height is computed by dividing the NAVD 88
 JQ0064.geopotential number by the normal gravity value computed on the
 JQ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0064.degrees latitude (g = 980.6199 gals.).
 JQ0064
 JQ0064.The modeled gravity was interpolated from observed gravity values.
 JQ0064
 JQ0064;                    North         East    Units  Estimated Accuracy
 JQ0064;SPC NV C     - 6,414,920.      537,540.      MT  (+/- 180 meters Scaled)
 JQ0064
 JQ0064                          SUPERSEDED SURVEY CONTROL
 JQ0064
 JQ0064  NGVD 29 (??/??/92) 1680.812  (m)         5514.46   (f) ADJ UNCH    2 0
 JQ0064
 JQ0064.Superseded values are not recommended for survey control.
 JQ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0064.See file dsdata.txt to determine how the superseded data were derived.
 JQ0064
 JQ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC665603(NAD 83)
 JQ0064_MARKER: DB = BENCH MARK DISK
 JQ0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0064_STAMPING: M 129 1934
 JQ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0064+STABILITY: SURFACE MOTION
 JQ0064
 JQ0064  HISTORY     - Date     Condition        Report By
 JQ0064  HISTORY     - 1934     MONUMENTED       CGS
 JQ0064  HISTORY     - 1937     GOOD             NGS
 JQ0064
 JQ0064                          STATION DESCRIPTION
 JQ0064
 JQ0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0064'6.1 MI E FROM HOT CREEK RANCH.
 JQ0064'ABOUT 6.1 MILES EAST ALONG THE ROAD LEADING TO SANDY SUMMIT FROM THE
 JQ0064'WILLIAMS RANCH HOUSE AT HOT CREEK RANCH, NYE COUNTY, ABOUT 0.5 MILE
 JQ0064'EAST OF A BRIDGE OVER A CREEK WASH, ABOUT 0.3 MILE WEST OF A SMALL
 JQ0064'KNOLL WHICH THE ROAD SKIRTS, ABOUT 100 YARDS EAST OF A POINT WHERE THE
 JQ0064'ROAD LEAVES THE WASH, AND 23 FEET SOUTH OF THE ROAD.  A STANDARD DISK,
 JQ0064'STAMPED M 129 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JQ0064
 JQ0064                          STATION RECOVERY (1937)
 JQ0064
 JQ0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 JQ0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0882 ***********************************************************************
 JR0882  DESIGNATION -  M 13
 JR0882  PID         -  JR0882
 JR0882  STATE/COUNTY-  NV/MINERAL
 JR0882  USGS QUAD   -  BASALT (1982)
 JR0882
 JR0882                         *CURRENT SURVEY CONTROL
 JR0882  ___________________________________________________________________
 JR0882* NAD 83(1986)-  38 00 14.     (N)    118 17 58.     (W)     SCALED    
 JR0882* NAVD 88     -      1992.24   (+/-2cm)    6536.2    (feet)  VERTCON   
 JR0882  ___________________________________________________________________
 JR0882  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 JR0882
 JR0882  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0882
 JR0882.The horizontal coordinates were scaled from a topographic map and have
 JR0882.an estimated accuracy of +/- 6 seconds.
 JR0882
 JR0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0882.The vertical order pertains to the NGVD 29 superseded value.
 JR0882
 JR0882.The geoid height was determined by GEOID03.
 JR0882
 JR0882;                    North         East    Units  Estimated Accuracy
 JR0882;SPC NV W     - 4,361,070.      824,930.      MT  (+/- 180 meters Scaled)
 JR0882
 JR0882                          SUPERSEDED SURVEY CONTROL
 JR0882
 JR0882  NGVD 29 (??/??/92) 1990.890  (m)         6531.78   (f) ADJ UNCH    1 2
 JR0882
 JR0882.Superseded values are not recommended for survey control.
 JR0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0882.See file dsdata.txt to determine how the superseded data were derived.
 JR0882
 JR0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC859070(NAD 83)
 JR0882_MARKER: DB = BENCH MARK DISK
 JR0882_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0882_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0882_STAMPING: 6531.778
 JR0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0882
 JR0882  HISTORY     - Date     Condition        Report By
 JR0882  HISTORY     - 1915     MONUMENTED       CGS
 JR0882  HISTORY     - 1955     MARK NOT FOUND   NGS
 JR0882
 JR0882                          STATION DESCRIPTION
 JR0882
 JR0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0882'2 MI SW FROM BASALT.
 JR0882'2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO RR FROM BASALT,
 JR0882'MINERAL COUNTY, 26 FEET SOUTH OF THE TRACK, AND IN LINE WITH THE
 JR0882'CROSSING OF A ROW OF POLES LEADING TO MOUNT MONTGOMERY.  A STANDARD
 JR0882'CAP FASTENED ON THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING ABOUT 2
 JR0882'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0287 ***********************************************************************
 HQ0287  DESIGNATION -  M 130
 HQ0287  PID         -  HQ0287
 HQ0287  STATE/COUNTY-  NV/ESMERALDA
 HQ0287  USGS QUAD   -  SYLVANIA MTS (1987)
 HQ0287
 HQ0287                         *CURRENT SURVEY CONTROL
 HQ0287  ___________________________________________________________________
 HQ0287* NAD 83(1986)-  37 28 04.     (N)    117 44 53.     (W)     SCALED    
 HQ0287* NAVD 88     -      1770.576  (meters)    5808.96   (feet)  ADJUSTED  
 HQ0287  ___________________________________________________________________
 HQ0287  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 HQ0287  DYNAMIC HT  -        1768.499 (meters)    5802.15  (feet)  COMP
 HQ0287  MODELED GRAV-     979,394.6   (mgal)                       NAVD 88
 HQ0287
 HQ0287  VERT ORDER  -  SECOND    CLASS 0
 HQ0287
 HQ0287.The horizontal coordinates were scaled from a topographic map and have
 HQ0287.an estimated accuracy of +/- 6 seconds.
 HQ0287
 HQ0287.The orthometric height was determined by differential leveling
 HQ0287.and adjusted by the National Geodetic Survey in June 1991..
 HQ0287
 HQ0287.The geoid height was determined by GEOID03.
 HQ0287
 HQ0287.The dynamic height is computed by dividing the NAVD 88
 HQ0287.geopotential number by the normal gravity value computed on the
 HQ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0287.degrees latitude (g = 980.6199 gals.).
 HQ0287
 HQ0287.The modeled gravity was interpolated from observed gravity values.
 HQ0287
 HQ0287;                    North         East    Units  Estimated Accuracy
 HQ0287;SPC NV W     - 4,301,870.      873,890.      MT  (+/- 180 meters Scaled)
 HQ0287
 HQ0287                          SUPERSEDED SURVEY CONTROL
 HQ0287
 HQ0287  NGVD 29 (??/??/92) 1769.427  (m)         5805.20   (f) ADJ UNCH    2 0
 HQ0287
 HQ0287.Superseded values are not recommended for survey control.
 HQ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0287.See file dsdata.txt to determine how the superseded data were derived.
 HQ0287
 HQ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB338470(NAD 83)
 HQ0287_MARKER: DB = BENCH MARK DISK
 HQ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0287_STAMPING: M 130 1934
 HQ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0287+STABILITY: SURFACE MOTION
 HQ0287
 HQ0287  HISTORY     - Date     Condition        Report By
 HQ0287  HISTORY     - 1934     MONUMENTED       CGS
 HQ0287  HISTORY     - 1939     GOOD             NGS
 HQ0287  HISTORY     - 1984     MARK NOT FOUND   USGS
 HQ0287
 HQ0287                          STATION DESCRIPTION
 HQ0287
 HQ0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 HQ0287'10.1 MI E FROM OASIS.
 HQ0287'IN ESMERALDA COUNTY, NEVADA, 10.1 MILES EAST ALONG THE ROAD
 HQ0287'LEADING TO GOLDFIELD, NEVADA, FROM OASIS, MONO COUNTY,
 HQ0287'CALIFORNIA, AND 30 FEET NORTHWEST OF THE CENTERLINE OF THE
 HQ0287'ROAD.  A STANDARD DISK, STAMPED M 130 1934 AND SET IN THE TOP
 HQ0287'OF A CONCRETE POST.
 HQ0287
 HQ0287                          STATION RECOVERY (1984)
 HQ0287
 HQ0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0405 ***********************************************************************
 JQ0405  DESIGNATION -  M 131
 JQ0405  PID         -  JQ0405
 JQ0405  STATE/COUNTY-  NV/NYE
 JQ0405  USGS QUAD   -  GABBS (1988)
 JQ0405
 JQ0405                         *CURRENT SURVEY CONTROL
 JQ0405  ___________________________________________________________________
 JQ0405* NAD 83(1986)-  38 48 55.     (N)    117 58 00.     (W)     SCALED    
 JQ0405* NAVD 88     -      1394.40   (+/-2cm)    4574.8    (feet)  VERTCON   
 JQ0405  ___________________________________________________________________
 JQ0405  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 JQ0405
 JQ0405  VERT ORDER  -  FIRST     CLASS II (See Below)
 JQ0405
 JQ0405.The horizontal coordinates were scaled from a topographic map and have
 JQ0405.an estimated accuracy of +/- 6 seconds.
 JQ0405
 JQ0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0405.The vertical order pertains to the NGVD 29 superseded value.
 JQ0405
 JQ0405.The geoid height was determined by GEOID03.
 JQ0405
 JQ0405;                    North         East    Units  Estimated Accuracy
 JQ0405;SPC NV C     - 6,451,900.      387,100.      MT  (+/- 180 meters Scaled)
 JQ0405
 JQ0405                          SUPERSEDED SURVEY CONTROL
 JQ0405
 JQ0405  NGVD 29 (??/??/92) 1393.358  (m)         4571.38   (f) ADJ UNCH    1 2
 JQ0405
 JQ0405.Superseded values are not recommended for survey control.
 JQ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0405.See file dsdata.txt to determine how the superseded data were derived.
 JQ0405
 JQ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC160967(NAD 83)
 JQ0405_MARKER: DB = BENCH MARK DISK
 JQ0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0405_STAMPING: M 131 1934
 JQ0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0405+STABILITY: SURFACE MOTION
 JQ0405
 JQ0405  HISTORY     - Date     Condition        Report By
 JQ0405  HISTORY     - 1934     MONUMENTED       CGS
 JQ0405  HISTORY     - 1955     GOOD             NGS
 JQ0405  HISTORY     - 1984     MARK NOT FOUND   NGS
 JQ0405
 JQ0405                          STATION DESCRIPTION
 JQ0405
 JQ0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JQ0405'4.6 MI SW FROM GABBS.
 JQ0405'0.4 MILE SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS, THENCE
 JQ0405'4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 23, 117 FEET SOUTH OF THE
 JQ0405'THIRD POWER LINE POLE NORTHEAST OF THE INTERSECTION OF A ROAD LEADING
 JQ0405'SOUTH TO GOLDYKE AND A TRACK ROAD LEADING NORTHWEST TO HOT SPRING,
 JQ0405'NEAR A WELL SURROUNDED BY WIRE FENCE, 285 1/2 FEET SOUTHEAST OF THE
 JQ0405'CENTER LINE OF THE HIGHWAY, 281.4 FEET EAST OF THE NORTHEAST CORNER OF
 JQ0405'THE SOUTHEAST CONCRETE HEAD WALL OF FOUR 36-INCH CONCRETE PIPE
 JQ0405'CULVERTS UNDER THE HIGHWAY, 15.9 FEET NORTHWEST OF THE NORTH CORNER OF
 JQ0405'A CONCRETE WATER TROUGH, 1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT 3
 JQ0405'1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JQ0405'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JQ0405
 JQ0405                          STATION RECOVERY (1984)
 JQ0405
 JQ0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0405'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0051 ***********************************************************************
 JR0051  DESIGNATION -  M 132
 JR0051  PID         -  JR0051
 JR0051  STATE/COUNTY-  NV/MINERAL
 JR0051  USGS QUAD   -  COREY PEAK (1989)
 JR0051
 JR0051                         *CURRENT SURVEY CONTROL
 JR0051  ___________________________________________________________________
 JR0051* NAD 83(1986)-  38 25 23.     (N)    118 45 57.     (W)     SCALED    
 JR0051* NAVD 88     -      2439.90   (+/-2cm)    8004.9    (feet)  VERTCON   
 JR0051  ___________________________________________________________________
 JR0051  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 JR0051
 JR0051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0051
 JR0051.The horizontal coordinates were scaled from a topographic map and have
 JR0051.an estimated accuracy of +/- 6 seconds.
 JR0051
 JR0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0051.The vertical order pertains to the NGVD 29 superseded value.
 JR0051
 JR0051.The geoid height was determined by GEOID03.
 JR0051
 JR0051;                    North         East    Units  Estimated Accuracy
 JR0051;SPC NV W     - 4,407,570.      784,070.      MT  (+/- 180 meters Scaled)
 JR0051
 JR0051                          SUPERSEDED SURVEY CONTROL
 JR0051
 JR0051  NGVD 29 (??/??/92) 2438.497  (m)         8000.30   (f) ADJ UNCH    2 0
 JR0051
 JR0051.Superseded values are not recommended for survey control.
 JR0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0051.See file dsdata.txt to determine how the superseded data were derived.
 JR0051
 JR0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC458542(NAD 83)
 JR0051_MARKER: DB = BENCH MARK DISK
 JR0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0051_STAMPING: M 132 1934
 JR0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0051+STABILITY: SURFACE MOTION
 JR0051
 JR0051  HISTORY     - Date     Condition        Report By
 JR0051  HISTORY     - 1934     MONUMENTED       CGS
 JR0051  HISTORY     - 1940     GOOD             NGS
 JR0051  HISTORY     - 1955     MARK NOT FOUND   NGS
 JR0051
 JR0051                          STATION DESCRIPTION
 JR0051
 JR0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0051'12.6 MI SW FROM HAWTHORNE.
 JR0051'12.6 MILES SOUTHWEST ALONG THE ROAD LEADING TO BRIDGEPORT,
 JR0051'CALIFORNIA, FROM HAWTHORNE, MINERAL COUNTY, AT THE SUMMIT OF
 JR0051'LUCKY BOY PASS, 58 FEET NORTH OF A POWER POLE, 39 FEET NORTH
 JR0051'OF THE CENTERLINE OF THE ROAD, AND NEAR A WHITE WOODEN WITNESS
 JR0051'POST.  A STANDARD DISK, STAMPED M 132 1934 AND SET IN THE TOP
 JR0051'OF A CONCRETE POST.  NOTE-- THERE IS A LARGE BORROW PIT IN THIS
 JR0051'LOCALITY.
 JR0051
 JR0051                          STATION RECOVERY (1955)
 JR0051
 JR0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 JR0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR0256 ***********************************************************************
 HR0256  DESIGNATION -  M 133
 HR0256  PID         -  HR0256
 HR0256  STATE/COUNTY-  NV/MINERAL
 HR0256  USGS QUAD   -  TRUMAN MEADOWS (1994)
 HR0256
 HR0256                         *CURRENT SURVEY CONTROL
 HR0256  ___________________________________________________________________
 HR0256* NAD 83(1986)-  37 55 33.     (N)    118 24 07.     (W)     SCALED    
 HR0256* NAVD 88     -      1915.626  (meters)    6284.85   (feet)  ADJUSTED  
 HR0256  ___________________________________________________________________
 HR0256  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 HR0256  DYNAMIC HT  -        1913.375 (meters)    6277.46  (feet)  COMP
 HR0256  MODELED GRAV-     979,386.4   (mgal)                       NAVD 88
 HR0256
 HR0256  VERT ORDER  -  FIRST     CLASS II
 HR0256
 HR0256.The horizontal coordinates were scaled from a topographic map and have
 HR0256.an estimated accuracy of +/- 6 seconds.
 HR0256
 HR0256.The orthometric height was determined by differential leveling
 HR0256.and adjusted by the National Geodetic Survey in June 1991..
 HR0256
 HR0256.The geoid height was determined by GEOID03.
 HR0256
 HR0256.The dynamic height is computed by dividing the NAVD 88
 HR0256.geopotential number by the normal gravity value computed on the
 HR0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0256.degrees latitude (g = 980.6199 gals.).
 HR0256
 HR0256.The modeled gravity was interpolated from observed gravity values.
 HR0256
 HR0256;                    North         East    Units  Estimated Accuracy
 HR0256;SPC NV W     - 4,352,390.      815,950.      MT  (+/- 180 meters Scaled)
 HR0256
 HR0256                          SUPERSEDED SURVEY CONTROL
 HR0256
 HR0256  NGVD 29 (??/??/92) 1914.281  (m)         6280.44   (f) ADJ UNCH    1 2
 HR0256
 HR0256.Superseded values are not recommended for survey control.
 HR0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0256.See file dsdata.txt to determine how the superseded data were derived.
 HR0256
 HR0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB767985(NAD 83)
 HR0256_MARKER: DB = BENCH MARK DISK
 HR0256_SETTING: 80 = SET IN A BOULDER
 HR0256_SP_SET: BOULDER
 HR0256_STAMPING: M 133 1955
 HR0256_MARK LOGO: CGS   
 HR0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0256+STABILITY: SURFACE MOTION
 HR0256
 HR0256  HISTORY     - Date     Condition        Report By
 HR0256  HISTORY     - 1955     MONUMENTED       CGS
 HR0256  HISTORY     - 1986     GOOD             NGS
 HR0256
 HR0256                          STATION DESCRIPTION
 HR0256
 HR0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HR0256'6.3 MI SW FROM MT MONTGOMERY.
 HR0256'6.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE BAR AND CAFE AT
 HR0256'MT. MONTGOMERY, AT THE INTERSECTION OF A TRACK ROAD LEADING
 HR0256'NORTHWEST TO THE FORMER SITE OF QUEEN AND A DIRT ROAD LEADING
 HR0256'SOUTHEAST TO QUEEN CANYON, IN THE TOP OF A 3- BY 2-FOOT GRANITE
 HR0256'BOULDER WHICH IS FLUSH WITH THE GROUND, 196 1/2 FEET SOUTHWEST
 HR0256'OF THE CENTER LINE OF THE DIRT ROAD, 127.8 FEET SOUTHEAST OF THE
 HR0256'CENTER LINE OF THE HIGHWAY, 99 FEET NORTHWEST OF TELEPHONE POLE
 HR0256'141061 WITH 1 GUY WIRE, 3.2 FEET SOUTHEAST OF A WITNESS POST, AND
 HR0256'ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 HR0256
 HR0256                          STATION RECOVERY (1986)
 HR0256
 HR0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0383 ***********************************************************************
 HQ0383  DESIGNATION -  M 134
 HQ0383  PID         -  HQ0383
 HQ0383  STATE/COUNTY-  NV/ESMERALDA
 HQ0383  USGS QUAD   -  MC MAHON RIDGE (1987)
 HQ0383
 HQ0383                         *CURRENT SURVEY CONTROL
 HQ0383  ___________________________________________________________________
 HQ0383* NAD 83(1986)-  37 48 27.     (N)    117 14 25.     (W)     SCALED    
 HQ0383* NAVD 88     -      1583.802  (meters)    5196.19   (feet)  ADJUSTED  
 HQ0383  ___________________________________________________________________
 HQ0383  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 HQ0383  DYNAMIC HT  -        1582.056 (meters)    5190.46  (feet)  COMP
 HQ0383  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 HQ0383
 HQ0383  VERT ORDER  -  FIRST     CLASS II
 HQ0383
 HQ0383.The horizontal coordinates were scaled from a topographic map and have
 HQ0383.an estimated accuracy of +/- 6 seconds.
 HQ0383
 HQ0383.The orthometric height was determined by differential leveling
 HQ0383.and adjusted by the National Geodetic Survey in June 1991..
 HQ0383
 HQ0383.The geoid height was determined by GEOID03.
 HQ0383
 HQ0383.The dynamic height is computed by dividing the NAVD 88
 HQ0383.geopotential number by the normal gravity value computed on the
 HQ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0383.degrees latitude (g = 980.6199 gals.).
 HQ0383
 HQ0383.The modeled gravity was interpolated from observed gravity values.
 HQ0383
 HQ0383;                    North         East    Units  Estimated Accuracy
 HQ0383;SPC NV W     - 4,340,090.      918,260.      MT  (+/- 180 meters Scaled)
 HQ0383
 HQ0383                          SUPERSEDED SURVEY CONTROL
 HQ0383
 HQ0383  NGVD 29 (??/??/92) 1582.678  (m)         5192.50   (f) ADJ UNCH    1 2
 HQ0383
 HQ0383.Superseded values are not recommended for survey control.
 HQ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0383.See file dsdata.txt to determine how the superseded data were derived.
 HQ0383
 HQ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB788844(NAD 83)
 HQ0383_MARKER: DB = BENCH MARK DISK
 HQ0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0383_STAMPING: M 134 1955
 HQ0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0383+STABILITY: SURFACE MOTION
 HQ0383
 HQ0383  HISTORY     - Date     Condition        Report By
 HQ0383  HISTORY     - 1955     MONUMENTED       CGS
 HQ0383  HISTORY     - 1983     MARK NOT FOUND   NGS
 HQ0383
 HQ0383                          STATION DESCRIPTION
 HQ0383
 HQ0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0383'7.1 MI N FROM GOLDFIELD.
 HQ0383'7.1 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0383'AT GOLDFILED, ON THE SOUTH END OF A LOW CUT, 291.4 FEET NORTH
 HQ0383'OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF 36-INCH
 HQ0383'CORRUGATED METAL PIPE CULVERT 366 + 70, 87 FEET NORTHEAST OF THE
 HQ0383'APPROXIMATE CENTER OF A DRY WASH, 42.6 FEET WEST OF THE CENTER
 HQ0383'LINE OF THE HIGHWAY, 1.7 FEET EAST OF A WITNESS POST, ABOUT
 HQ0383'2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HQ0383'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HQ0383
 HQ0383                          STATION RECOVERY (1983)
 HQ0383
 HQ0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0383'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0846 ***********************************************************************
 HQ0846  DESIGNATION -  M 134 RESET
 HQ0846  PID         -  HQ0846
 HQ0846  STATE/COUNTY-  NV/ESMERALDA
 HQ0846  USGS QUAD   -  MC MAHON RIDGE (1987)
 HQ0846
 HQ0846                         *CURRENT SURVEY CONTROL
 HQ0846  ___________________________________________________________________
 HQ0846* NAD 83(1986)-  37 48 20.     (N)    117 14 23.     (W)     SCALED    
 HQ0846* NAVD 88     -      1582.794  (meters)    5192.88   (feet)  ADJUSTED  
 HQ0846  ___________________________________________________________________
 HQ0846  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HQ0846  DYNAMIC HT  -        1581.048 (meters)    5187.15  (feet)  COMP
 HQ0846  MODELED GRAV-     979,470.8   (mgal)                       NAVD 88
 HQ0846
 HQ0846  VERT ORDER  -  FIRST     CLASS II
 HQ0846
 HQ0846.The horizontal coordinates were scaled from a topographic map and have
 HQ0846.an estimated accuracy of +/- 6 seconds.
 HQ0846
 HQ0846.The orthometric height was determined by differential leveling
 HQ0846.and adjusted by the National Geodetic Survey in June 1991..
 HQ0846
 HQ0846.The geoid height was determined by GEOID03.
 HQ0846
 HQ0846.The dynamic height is computed by dividing the NAVD 88
 HQ0846.geopotential number by the normal gravity value computed on the
 HQ0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0846.degrees latitude (g = 980.6199 gals.).
 HQ0846
 HQ0846.The modeled gravity was interpolated from observed gravity values.
 HQ0846
 HQ0846;                    North         East    Units  Estimated Accuracy
 HQ0846;SPC NV W     - 4,339,870.      918,310.      MT  (+/- 180 meters Scaled)
 HQ0846
 HQ0846                          SUPERSEDED SURVEY CONTROL
 HQ0846
 HQ0846  NGVD 29 (05/01/91) 1581.668  (m)         5189.19   (f) ADJUSTED    1 2
 HQ0846
 HQ0846.Superseded values are not recommended for survey control.
 HQ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0846.See file dsdata.txt to determine how the superseded data were derived.
 HQ0846
 HQ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB788842(NAD 83)
 HQ0846_MARKER: DB = BENCH MARK DISK
 HQ0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0846_SP_SET: CONCRETE POST
 HQ0846_STAMPING: M 134 RESET 1979
 HQ0846_MARK LOGO: NGS   
 HQ0846_PROJECTION: FLUSH
 HQ0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0846+STABILITY: SURFACE MOTION
 HQ0846
 HQ0846  HISTORY     - Date     Condition        Report By
 HQ0846  HISTORY     - 1979     MONUMENTED       NGS
 HQ0846  HISTORY     - 1983     GOOD             NGS
 HQ0846
 HQ0846                          STATION DESCRIPTION
 HQ0846
 HQ0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0846'11.4 KM (7.1 MI) NORTH FROM GOLDFIELD.
 HQ0846'11.4 KM (7.1 MI) NORTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN
 HQ0846'GOLDFIELD, 0.5 KM (0.3 MI) NORTH OF A BLOCK PIPELINE BUILDING, ACROSS
 HQ0846'THE HIGHWAY FROM THE SOUTH END OF A LONG CUT AND BETWEEN TWO WITNESS
 HQ0846'POSTS, 33.5 METERS (110 FT) WEST OF THE HIGHWAY CENTERLINE.
 HQ0846'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0568 ***********************************************************************
 HQ0568  DESIGNATION -  M 135
 HQ0568  PID         -  HQ0568
 HQ0568  STATE/COUNTY-  NV/NYE
 HQ0568  USGS QUAD   -  BONNIE CLAIRE (1968)
 HQ0568
 HQ0568                         *CURRENT SURVEY CONTROL
 HQ0568  ___________________________________________________________________
 HQ0568* NAD 83(1986)-  37 13 01.     (N)    117 06 33.     (W)     SCALED    
 HQ0568* NAVD 88     -      1207.880  (meters)    3962.85   (feet)  ADJUSTED  
 HQ0568  ___________________________________________________________________
 HQ0568  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 HQ0568  DYNAMIC HT  -        1206.562 (meters)    3958.53  (feet)  COMP
 HQ0568  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 HQ0568
 HQ0568  VERT ORDER  -  FIRST     CLASS II
 HQ0568
 HQ0568.The horizontal coordinates were scaled from a topographic map and have
 HQ0568.an estimated accuracy of +/- 6 seconds.
 HQ0568
 HQ0568.The orthometric height was determined by differential leveling
 HQ0568.and adjusted by the National Geodetic Survey in June 1991..
 HQ0568
 HQ0568.The geoid height was determined by GEOID03.
 HQ0568
 HQ0568.The dynamic height is computed by dividing the NAVD 88
 HQ0568.geopotential number by the normal gravity value computed on the
 HQ0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0568.degrees latitude (g = 980.6199 gals.).
 HQ0568
 HQ0568.The modeled gravity was interpolated from observed gravity values.
 HQ0568
 HQ0568;                    North         East    Units  Estimated Accuracy
 HQ0568;SPC NV C     - 6,273,790.      460,730.      MT  (+/- 180 meters Scaled)
 HQ0568
 HQ0568                          SUPERSEDED SURVEY CONTROL
 HQ0568
 HQ0568.No superseded survey control is available for this station.
 HQ0568
 HQ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB903189(NAD 83)
 HQ0568_MARKER: DB = BENCH MARK DISK
 HQ0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0568_STAMPING: M 135 1955
 HQ0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0568+STABILITY: SURFACE MOTION
 HQ0568
 HQ0568  HISTORY     - Date     Condition        Report By
 HQ0568  HISTORY     - 1955     MONUMENTED       CGS
 HQ0568
 HQ0568                          STATION DESCRIPTION
 HQ0568
 HQ0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0568'39.4 MI S FROM GOLDFIELD.
 HQ0568'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE
 HQ0568'AT GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD,
 HQ0568'THENCE 19.1 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS
 HQ0568'AND TONOPAH RAILROAD, THENCE 14.7 MILES SOUTH ALONG AN ABANDONED
 HQ0568'BED OF THE BULLFROG GOLDFIELD RAILROAD, 0.1 MILE NORTH OF AN
 HQ0568'ABANDONED SPUR, ABOUT 150 YARDS NORTHEAST OF THE NORTHEAST BASE
 HQ0568'OF A MOUNTAIN, 45 FEET NORTHEAST OF THE CENTER LINE OF THE
 HQ0568'RAILROAD BED, 1.5 FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET
 HQ0568'LOWER THAN THE RAILROAD BED, AND SET IN THE TOP OF A CONCRETE
 HQ0568'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  THIS MARK MAY ALSO
 HQ0568'BE REACHED BY GOING 24 MILES NORTHWEST ALONG U.S. HIGHWAY 95
 HQ0568'FROM SPRINGDALE, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 72,
 HQ0568'THENCE 3.0 MILES SOUTHEAST ALONG THE ABANDONED RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0126 ***********************************************************************
 GR0126  DESIGNATION -  M 136
 GR0126  PID         -  GR0126
 GR0126  STATE/COUNTY-  NV/CLARK
 GR0126  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0126
 GR0126                         *CURRENT SURVEY CONTROL
 GR0126  ___________________________________________________________________
 GR0126* NAD 83(1986)-  36 46 17.     (N)    114 09 23.     (W)     SCALED    
 GR0126* NAVD 88     -       473.973  (meters)    1555.03   (feet)  POSTED    
 GR0126  ___________________________________________________________________
 GR0126  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 GR0126  DYNAMIC HT  -         473.510 (meters)    1553.51  (feet)  COMP
 GR0126  MODELED GRAV-     979,645.1   (mgal)                       NAVD 88
 GR0126
 GR0126  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0126
 GR0126.The horizontal coordinates were scaled from a topographic map and have
 GR0126.an estimated accuracy of +/- 6 seconds.
 GR0126
 GR0126.The orthometric height was determined by differential leveling
 GR0126.and adjusted by the National Geodetic Survey in 1992..
 GR0126.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0126.rate of 0.0 thru 1.0 mm/km.
 GR0126
 GR0126.The geoid height was determined by GEOID03.
 GR0126
 GR0126.The dynamic height is computed by dividing the NAVD 88
 GR0126.geopotential number by the normal gravity value computed on the
 GR0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0126.degrees latitude (g = 980.6199 gals.).
 GR0126
 GR0126.The modeled gravity was interpolated from observed gravity values.
 GR0126
 GR0126;                    North         East    Units  Estimated Accuracy
 GR0126;SPC NV E     - 8,225,210.      327,390.      MT  (+/- 180 meters Scaled)
 GR0126
 GR0126                          SUPERSEDED SURVEY CONTROL
 GR0126
 GR0126  NGVD 29 (??/??/92)  473.284  (m)         1552.77   (f) ADJ UNCH    2 0
 GR0126
 GR0126.Superseded values are not recommended for survey control.
 GR0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0126.See file dsdata.txt to determine how the superseded data were derived.
 GR0126
 GR0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA537732(NAD 83)
 GR0126_MARKER: DD = SURVEY DISK
 GR0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0126_SP_SET: CONCRETE BLOCK
 GR0126_STAMPING: SEE TEXT
 GR0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0126
 GR0126  HISTORY     - Date     Condition        Report By
 GR0126  HISTORY     - 1957     MONUMENTED       NVDH
 GR0126  HISTORY     - 1957     GOOD             NGS
 GR0126  HISTORY     - 1982     POOR             NGS
 GR0126
 GR0126                          STATION DESCRIPTION
 GR0126
 GR0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0126'5.0 MI W FROM MESQUITE.
 GR0126'5.0 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0126'100 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.8 FEET NORTH OF A
 GR0126'ROUND BLACK AND WHITE IRON POST.  A STANDARD DISK SET IN A ROUND
 GR0126'CONCRETE BLOCK FLUSH WITH THE GROUND SURFACE.  STAMPED DIST 100 FT STA
 GR0126'F 341 + 59.20 PT ANGLE 90 O M 136 1957 ELEV 1553.12.
 GR0126
 GR0126                          STATION RECOVERY (1982)
 GR0126
 GR0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0126'9.55 KM (5.95 MI) SOUTHWEST ALONG I-15 FROM THE HWY BRIDGE OVER
 GR0126'HILLSIDE ROAD AT MESQUITE, 0.3 KM (0.2 MI) SOUTHWEST OF M.P. 117, AT
 GR0126'THE END OF A LONG HWY FILL ON THE SOUTH WEST BOUND OF A SMALL RAVINE,
 GR0126'30.5 M (100.0 FT) SOUTHEAST CENTERLINE NORTH BOUND HWY LANES, 30.5 M
 GR0126'(100.0 FT) NORTHWEST OF AND 5.8 N (19.0 FT) BELOW BM N 136 NMD, NOTE:
 GR0126'THIS BM IS EXSTREAMLLY LOOSE AND ITS ELEVATION SHOULD BE USED WITH
 GR0126'CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0180 ***********************************************************************
 GR0180  DESIGNATION -  M 138
 GR0180  PID         -  GR0180
 GR0180  STATE/COUNTY-  NV/CLARK
 GR0180  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0180
 GR0180                         *CURRENT SURVEY CONTROL
 GR0180  ___________________________________________________________________
 GR0180* NAD 83(1986)-  36 46 16.     (N)    114 18 18.     (W)     SCALED    
 GR0180* NAVD 88     -       654.238  (meters)    2146.45   (feet)  ADJUSTED  
 GR0180  ___________________________________________________________________
 GR0180  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 GR0180  DYNAMIC HT  -         653.591 (meters)    2144.32  (feet)  COMP
 GR0180  MODELED GRAV-     979,622.7   (mgal)                       NAVD 88
 GR0180
 GR0180  VERT ORDER  -  FIRST     CLASS II
 GR0180
 GR0180.The horizontal coordinates were scaled from a topographic map and have
 GR0180.an estimated accuracy of +/- 6 seconds.
 GR0180
 GR0180.The orthometric height was determined by differential leveling
 GR0180.and adjusted by the National Geodetic Survey in June 1991..
 GR0180
 GR0180.The geoid height was determined by GEOID03.
 GR0180
 GR0180.The dynamic height is computed by dividing the NAVD 88
 GR0180.geopotential number by the normal gravity value computed on the
 GR0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0180.degrees latitude (g = 980.6199 gals.).
 GR0180
 GR0180.The modeled gravity was interpolated from observed gravity values.
 GR0180
 GR0180;                    North         East    Units  Estimated Accuracy
 GR0180;SPC NV E     - 8,224,990.      314,120.      MT  (+/- 180 meters Scaled)
 GR0180
 GR0180                          SUPERSEDED SURVEY CONTROL
 GR0180
 GR0180  NGVD 29 (??/??/92)  653.542  (m)         2144.16   (f) ADJ UNCH    1 2
 GR0180
 GR0180.Superseded values are not recommended for survey control.
 GR0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0180.See file dsdata.txt to determine how the superseded data were derived.
 GR0180
 GR0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA405728(NAD 83)
 GR0180_MARKER: DD = SURVEY DISK
 GR0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0180_SP_SET: CONCRETE BLOCK
 GR0180_STAMPING: SEE TEXT
 GR0180_MARK LOGO: NVDH  
 GR0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0180
 GR0180  HISTORY     - Date     Condition        Report By
 GR0180  HISTORY     - 1957     MONUMENTED       NVDH
 GR0180  HISTORY     - 1957     GOOD             NGS
 GR0180  HISTORY     - 1982     GOOD             NGS
 GR0180
 GR0180                          STATION DESCRIPTION
 GR0180
 GR0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0180'14.15 MI SW FROM MESQUITE.
 GR0180'14.15 MILES WEST AND SOUTHWEST FROM THE POST OFFICE IN MESQUITE, ALONG
 GR0180'U.S. HIGHWAY 91, 14.0 MILES EAST FROM THE JUNCTION WITH STATE ROUTE
 GR0180'12, 149.38 FEET NORTH OF THE SOUTH ROAD RIGHT-OF-WAY MARKER POST,
 GR0180'50.62 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK
 GR0180'SET IN A ROUND CONCRETE BLOCK SET FLUSH WITH THE GROUND SURFACE AND
 GR0180'ABOUT 20 INCHES IN DIAMETER.  STAMPED DIST 50.62 STA X 638 + 82.14 POT
 GR0180'ANGLE 90 O M 138 1957.
 GR0180
 GR0180                          STATION RECOVERY (1982)
 GR0180
 GR0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0180'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0180'27.5 KM (17.2 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR0180'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 0.4 KM (0.25 MI)
 GR0180'NORTHEAST OF MILEPOST 108, 15.4 METERS (50.5 FT) SOUTHEAST OF THE
 GR0180'NORTH BOUND CENTERLINE, 45.7 METERS (150 FT) NORTHWEST OF THE
 GR0180'SOUTHEAST RIGHT OF WAY FENCE, 66.8 METERS (219 FT) SOUTHWEST OF THE
 GR0180'SOUTHEAST END OF A 36 INCH CORRUGATED METAL PIPE CULVERT, 30.5 METERS
 GR0180'(100 FT) SOUTHEAST ACROSS THE HIGHWAY FROM L 138 NHD.
 GR0180'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 GR0180'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0207 ***********************************************************************
 GR0207  DESIGNATION -  M 139
 GR0207  PID         -  GR0207
 GR0207  STATE/COUNTY-  NV/CLARK
 GR0207  USGS QUAD   -  OVERTON NW (1983)
 GR0207
 GR0207                         *CURRENT SURVEY CONTROL
 GR0207  ___________________________________________________________________
 GR0207* NAD 83(1986)-  36 44 45.     (N)    114 24 57.     (W)     SCALED    
 GR0207* NAVD 88     -       616.716  (meters)    2023.34   (feet)  POSTED    
 GR0207  ___________________________________________________________________
 GR0207  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 GR0207  DYNAMIC HT  -         616.120 (meters)    2021.39  (feet)  COMP
 GR0207  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 GR0207
 GR0207  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0207
 GR0207.The horizontal coordinates were scaled from a topographic map and have
 GR0207.an estimated accuracy of +/- 6 seconds.
 GR0207
 GR0207.The orthometric height was determined by differential leveling
 GR0207.and adjusted by the National Geodetic Survey in 1992..
 GR0207.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0207.rate of 2.1 thru 3.0 mm/km.
 GR0207
 GR0207.The geoid height was determined by GEOID03.
 GR0207
 GR0207.The dynamic height is computed by dividing the NAVD 88
 GR0207.geopotential number by the normal gravity value computed on the
 GR0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0207.degrees latitude (g = 980.6199 gals.).
 GR0207
 GR0207.The modeled gravity was interpolated from observed gravity values.
 GR0207
 GR0207;                    North         East    Units  Estimated Accuracy
 GR0207;SPC NV E     - 8,222,060.      304,260.      MT  (+/- 180 meters Scaled)
 GR0207
 GR0207                          SUPERSEDED SURVEY CONTROL
 GR0207
 GR0207  NGVD 29 (??/??/92)  616.027  (m)         2021.08   (f) ADJ UNCH    2 0
 GR0207
 GR0207.Superseded values are not recommended for survey control.
 GR0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0207.See file dsdata.txt to determine how the superseded data were derived.
 GR0207
 GR0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA307697(NAD 83)
 GR0207_MARKER: DD = SURVEY DISK
 GR0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0207_STAMPING: SEE TEXT
 GR0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0207+STABILITY: SURFACE MOTION
 GR0207
 GR0207  HISTORY     - Date     Condition        Report By
 GR0207  HISTORY     - 1957     MONUMENTED       NVDH
 GR0207  HISTORY     - 1957     GOOD             NGS
 GR0207  HISTORY     - 1979     GOOD             USGS
 GR0207
 GR0207                          STATION DESCRIPTION
 GR0207
 GR0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0207'20.3 MI SW FROM MESQUITE.
 GR0207'20.3 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0207'OFFICE IN MESQUITE, 7.85 MILES EASTERLY FROM THE JUNCTION WITH STATE
 GR0207'ROUTE 12, 149.77 FEET SOUTH OF THE NORTH RIGHT-OF-WAY MARKER POST,
 GR0207'50.23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A CONCRETE
 GR0207'POST FLUSH WITH THE GROUND.  STAMPED DIST 50.23 STA D 306 + 95.94 PT
 GR0207'ANGLE 90 O M 139 1957.
 GR0207
 GR0207                          STATION RECOVERY (1979)
 GR0207
 GR0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0207'JUNCTION OF INTERSTATE 15 AND STATE ROUTE 12. 7.8 MILES NE ALONG
 GR0207'INTERSTATE 15. 50 FEET NORTH OF THE CENTERLINE OF THE NORTH BOUND
 GR0207'LANES. A NEVADA HIGHWAY DEPT. TABLET STAMPED DIST 50.23 STA D 306 +
 GR0207'95.94 PT ANGLE 90 DEG M 139 1957 AND SET IN A CONCRETE POST FLUSH
 GR0207'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0247 ***********************************************************************
 LS0247  DESIGNATION -  M 14
 LS0247  PID         -  LS0247
 LS0247  STATE/COUNTY-  NV/PERSHING
 LS0247  USGS QUAD   -  LOVELOCK (1987)
 LS0247
 LS0247                         *CURRENT SURVEY CONTROL
 LS0247  ___________________________________________________________________
 LS0247* NAD 83(1986)-  40 10 21.     (N)    118 28 35.     (W)     SCALED    
 LS0247* NAVD 88     -      1211.727  (meters)    3975.47   (feet)  ADJUSTED  
 LS0247  ___________________________________________________________________
 LS0247  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 LS0247  DYNAMIC HT  -        1210.756 (meters)    3972.29  (feet)  COMP
 LS0247  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 LS0247
 LS0247  VERT ORDER  -  SECOND    CLASS 0
 LS0247
 LS0247.The horizontal coordinates were scaled from a topographic map and have
 LS0247.an estimated accuracy of +/- 6 seconds.
 LS0247
 LS0247.The orthometric height was determined by differential leveling
 LS0247.and adjusted by the National Geodetic Survey in June 1991..
 LS0247
 LS0247.The geoid height was determined by GEOID03.
 LS0247
 LS0247.The dynamic height is computed by dividing the NAVD 88
 LS0247.geopotential number by the normal gravity value computed on the
 LS0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0247.degrees latitude (g = 980.6199 gals.).
 LS0247
 LS0247.The modeled gravity was interpolated from observed gravity values.
 LS0247
 LS0247;                    North         East    Units  Estimated Accuracy
 LS0247;SPC NV W     - 4,601,770.      809,110.      MT  (+/- 180 meters Scaled)
 LS0247
 LS0247                          SUPERSEDED SURVEY CONTROL
 LS0247
 LS0247  NGVD 29 (??/??/92) 1210.789  (m)         3972.40   (f) ADJ UNCH    2 0
 LS0247
 LS0247.Superseded values are not recommended for survey control.
 LS0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0247.See file dsdata.txt to determine how the superseded data were derived.
 LS0247
 LS0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE742479(NAD 83)
 LS0247_MARKER: DD = SURVEY DISK
 LS0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0247_SP_SET: CULVERT
 LS0247_STAMPING: M - 14 1947
 LS0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0247
 LS0247  HISTORY     - Date     Condition        Report By
 LS0247  HISTORY     - 1947     MONUMENTED       BOR
 LS0247  HISTORY     - 1951     GOOD             NGS
 LS0247
 LS0247                          STATION DESCRIPTION
 LS0247
 LS0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0247'0.5 MI S FROM LOVELOCK.
 LS0247'0.5 MILE SOUTH ALONG A PAVED ROAD ON THE EAST SIDE OF THE TRACKS FROM
 LS0247'THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT LOVELOCK, AT THE
 LS0247'SOUTHERN EXTREMITY OF THE LOVELOCK CITY LIMITS, IN THE TOP OF THE
 LS0247'NORTH END OF THE WEST HEADWALL OF THE NORTH ONE OF TWO IRRIGATION
 LS0247'DITCHES LEADING EAST AND WEST, 22 FEET SOUTHWEST OF THE CENTER OF THE
 LS0247'Y JUNCTION OF A PAVED ROAD LEADING NORTHWEST AND A GRAVEL ROAD LEADING
 LS0247'WEST, 14 1/2 FEET WEST OF THE CENTER LINE OF THE PAVED ROAD, 11.8 FEET
 LS0247'SOUTH OF A POWER LINE POLE WITH A GUY WIRE AND WHERE THE POWER LINE
 LS0247'MAKES A T JUNCTION, 0.5 FOOT SOUTH OF THE NORTH END OF THE WEST
 LS0247'CONCRETE HEADWALL, AND SET ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0280 ***********************************************************************
 JQ0280  DESIGNATION -  M 14
 JQ0280  PID         -  JQ0280
 JQ0280  STATE/COUNTY-  NV/ESMERALDA
 JQ0280  USGS QUAD   -  BLAIR JUNCTION (1968)
 JQ0280
 JQ0280                         *CURRENT SURVEY CONTROL
 JQ0280  ___________________________________________________________________
 JQ0280* NAD 83(1986)-  38 00 30.     (N)    117 46 24.     (W)     SCALED    
 JQ0280* NAVD 88     -      1468.881  (meters)    4819.15   (feet)  ADJUSTED  
 JQ0280  ___________________________________________________________________
 JQ0280  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 JQ0280  DYNAMIC HT  -        1467.295 (meters)    4813.95  (feet)  COMP
 JQ0280  MODELED GRAV-     979,498.8   (mgal)                       NAVD 88
 JQ0280
 JQ0280  VERT ORDER  -  FIRST     CLASS II
 JQ0280
 JQ0280.The horizontal coordinates were scaled from a topographic map and have
 JQ0280.an estimated accuracy of +/- 6 seconds.
 JQ0280
 JQ0280.The orthometric height was determined by differential leveling
 JQ0280.and adjusted by the National Geodetic Survey in June 1991..
 JQ0280.WARNING-Repeat measurements at this control monument indicate possible
 JQ0280.vertical movement.
 JQ0280
 JQ0280.The geoid height was determined by GEOID03.
 JQ0280
 JQ0280.The dynamic height is computed by dividing the NAVD 88
 JQ0280.geopotential number by the normal gravity value computed on the
 JQ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0280.degrees latitude (g = 980.6199 gals.).
 JQ0280
 JQ0280.The modeled gravity was interpolated from observed gravity values.
 JQ0280
 JQ0280;                    North         East    Units  Estimated Accuracy
 JQ0280;SPC NV W     - 4,361,840.      871,130.      MT  (+/- 180 meters Scaled)
 JQ0280
 JQ0280                          SUPERSEDED SURVEY CONTROL
 JQ0280
 JQ0280  NGVD 29 (??/??/92) 1467.755  (m)         4815.46   (f) ADJ UNCH    1 2
 JQ0280
 JQ0280.Superseded values are not recommended for survey control.
 JQ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0280.See file dsdata.txt to determine how the superseded data were derived.
 JQ0280
 JQ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC321070(NAD 83)
 JQ0280_MARKER: Z = SEE DESCRIPTION
 JQ0280_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JQ0280+WITH SETTING: PAVEMENT
 JQ0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0280
 JQ0280  HISTORY     - Date     Condition        Report By
 JQ0280  HISTORY     - UNK      MONUMENTED       CGS
 JQ0280  HISTORY     - 1953     GOOD             NGS
 JQ0280  HISTORY     - 1958     GOOD             NGS
 JQ0280  HISTORY     - 1984     GOOD             NGS
 JQ0280
 JQ0280                          STATION DESCRIPTION
 JQ0280
 JQ0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0280'7.1 MI E FROM COALDALE.
 JQ0280'6.3 MILES EAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF THE
 JQ0280'HIGHWAYS AT COALDALE, THENCE 0.8 MILE SOUTH ALONG STATE HIGHWAY 47, AT
 JQ0280'THE CROSSING OF AN ABANDONED RAILROAD BED, AT BLAIR JUNCTION, IN THE
 JQ0280'TOP OF THE SOUTHEAST CORNER OF THE SOUTHWEST ONE OF 12 OLD CONCRETE
 JQ0280'FOUNDATIONS WHICH FORMERLY SUPPORTED A WATER TANK, 173 FEET EAST OF
 JQ0280'THE CENTER LINE OF THE HIGHWAY, 8 1/2 FEET NORTH OF THE CENTER LINE OF
 JQ0280'THE RAILROAD BED, AND ABOUT 1 1/2 FEET HIGHER THAN THE RAILROAD BED.
 JQ0280
 JQ0280                          STATION RECOVERY (1958)
 JQ0280
 JQ0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JQ0280'RECOVERED IN GOOD CONDITION.
 JQ0280
 JQ0280                          STATION RECOVERY (1984)
 JQ0280
 JQ0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0487 ***********************************************************************
 LQ0487  DESIGNATION -  M 141
 LQ0487  PID         -  LQ0487
 LQ0487  STATE/COUNTY-  NV/ELKO
 LQ0487  USGS QUAD   -  ELKO WEST (1975)
 LQ0487
 LQ0487                         *CURRENT SURVEY CONTROL
 LQ0487  ___________________________________________________________________
 LQ0487* NAD 83(1986)-  40 49 17.     (N)    115 48 58.     (W)     SCALED    
 LQ0487* NAVD 88     -      1558.555  (meters)    5113.36   (feet)  ADJUSTED  
 LQ0487  ___________________________________________________________________
 LQ0487  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 LQ0487  DYNAMIC HT  -        1557.250 (meters)    5109.08  (feet)  COMP
 LQ0487  MODELED GRAV-     979,732.6   (mgal)                       NAVD 88
 LQ0487
 LQ0487  VERT ORDER  -  SECOND    CLASS 0
 LQ0487
 LQ0487.The horizontal coordinates were scaled from a topographic map and have
 LQ0487.an estimated accuracy of +/- 6 seconds.
 LQ0487
 LQ0487.The orthometric height was determined by differential leveling
 LQ0487.and adjusted by the National Geodetic Survey in June 1991..
 LQ0487
 LQ0487.The geoid height was determined by GEOID03.
 LQ0487
 LQ0487.The dynamic height is computed by dividing the NAVD 88
 LQ0487.geopotential number by the normal gravity value computed on the
 LQ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0487.degrees latitude (g = 980.6199 gals.).
 LQ0487
 LQ0487.The modeled gravity was interpolated from observed gravity values.
 LQ0487
 LQ0487;                    North         East    Units  Estimated Accuracy
 LQ0487;SPC NV E     - 8,673,840.      180,360.      MT  (+/- 180 meters Scaled)
 LQ0487
 LQ0487                          SUPERSEDED SURVEY CONTROL
 LQ0487
 LQ0487  NGVD 29 (??/??/92) 1557.422  (m)         5109.64   (f) ADJ UNCH    2 0
 LQ0487
 LQ0487.Superseded values are not recommended for survey control.
 LQ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0487.See file dsdata.txt to determine how the superseded data were derived.
 LQ0487
 LQ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF998196(NAD 83)
 LQ0487_MARKER: DB = BENCH MARK DISK
 LQ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0487_STAMPING: M 141 1957
 LQ0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0487+STABILITY: SURFACE MOTION
 LQ0487
 LQ0487  HISTORY     - Date     Condition        Report By
 LQ0487  HISTORY     - 1957     MONUMENTED       CGS
 LQ0487
 LQ0487                          STATION DESCRIPTION
 LQ0487
 LQ0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0487'2.8 MI SW FROM ELKO.
 LQ0487'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0487'IDAHO STREETS AT ELKO, THENCE 0.6 MILE NORTHWEST ACROSS COUNTRY TO TOP
 LQ0487'OF SMALL MESA ON LINE BETWEEN TRIANGULATION STATIONS KEY AND KENO, 0.3
 LQ0487'MILE NORTHEAST OF ELKO MOTOR-VU THEATER, 4.5 FEET SOUTH OF WITNESS
 LQ0487'POST, SET IN A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND
 LQ0487'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0507 ***********************************************************************
 MT0507  DESIGNATION -  M 142
 MT0507  PID         -  MT0507
 MT0507  STATE/COUNTY-  NV/ELKO
 MT0507  USGS QUAD   -  HERDER CREEK (1967)
 MT0507
 MT0507                         *CURRENT SURVEY CONTROL
 MT0507  ___________________________________________________________________
 MT0507* NAD 83(1986)-  41 05 33.     (N)    115 08 56.     (W)     SCALED    
 MT0507* NAVD 88     -      1687.676  (meters)    5536.98   (feet)  ADJUSTED  
 MT0507  ___________________________________________________________________
 MT0507  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 MT0507  DYNAMIC HT  -        1686.281 (meters)    5532.41  (feet)  COMP
 MT0507  MODELED GRAV-     979,737.5   (mgal)                       NAVD 88
 MT0507
 MT0507  VERT ORDER  -  SECOND    CLASS 0
 MT0507
 MT0507.The horizontal coordinates were scaled from a topographic map and have
 MT0507.an estimated accuracy of +/- 6 seconds.
 MT0507
 MT0507.The orthometric height was determined by differential leveling
 MT0507.and adjusted by the National Geodetic Survey in June 1991..
 MT0507
 MT0507.The geoid height was determined by GEOID03.
 MT0507
 MT0507.The dynamic height is computed by dividing the NAVD 88
 MT0507.geopotential number by the normal gravity value computed on the
 MT0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0507.degrees latitude (g = 980.6199 gals.).
 MT0507
 MT0507.The modeled gravity was interpolated from observed gravity values.
 MT0507
 MT0507;                    North         East    Units  Estimated Accuracy
 MT0507;SPC NV E     - 8,704,010.      236,500.      MT  (+/- 180 meters Scaled)
 MT0507
 MT0507                          SUPERSEDED SURVEY CONTROL
 MT0507
 MT0507  NGVD 29 (??/??/92) 1686.490  (m)         5533.09   (f) ADJ UNCH    2 0
 MT0507
 MT0507.Superseded values are not recommended for survey control.
 MT0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0507.See file dsdata.txt to determine how the superseded data were derived.
 MT0507
 MT0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF554506(NAD 83)
 MT0507_MARKER: DB = BENCH MARK DISK
 MT0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0507_STAMPING: M 142 1957
 MT0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0507+STABILITY: SURFACE MOTION
 MT0507
 MT0507  HISTORY     - Date     Condition        Report By
 MT0507  HISTORY     - 1957     MONUMENTED       CGS
 MT0507  HISTORY     - 1984     MARK NOT FOUND   NGS
 MT0507
 MT0507                          STATION DESCRIPTION
 MT0507
 MT0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0507'8.3 MI E FROM DEETH.
 MT0507'0.8 MILE SOUTH ON A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 MT0507'STATION AT DEETH, THENCE 7.5 MILES NORTHEAST ON U.S. HIGHWAY 40, IN
 MT0507'R60E T37N CENTER OF EAST SIDE OF SECTION 13, 102 FEET SOUTHEAST OF
 MT0507'CENTERLINE OF HIGHWAY, 2.8 FEET SOUTHEAST OF NORTHEAST-SOUTHWEST
 MT0507'FENCELINE, 5.1 FEET NORTHWEST OF WITNESS POST, SET IN A ROUND CONCRETE
 MT0507'POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 MT0507
 MT0507                          STATION RECOVERY (1984)
 MT0507
 MT0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0507'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN
 MT0507'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0508 ***********************************************************************
 MT0508  DESIGNATION -  M 142 RESET
 MT0508  PID         -  MT0508
 MT0508  STATE/COUNTY-  NV/ELKO
 MT0508  USGS QUAD   -  HERDER CREEK (1967)
 MT0508
 MT0508                         *CURRENT SURVEY CONTROL
 MT0508  ___________________________________________________________________
 MT0508* NAD 83(1986)-  41 05 34.     (N)    115 08 56.     (W)     SCALED    
 MT0508* NAVD 88     -      1687.528  (meters)    5536.50   (feet)  ADJUSTED  
 MT0508  ___________________________________________________________________
 MT0508  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 MT0508  DYNAMIC HT  -        1686.133 (meters)    5531.92  (feet)  COMP
 MT0508  MODELED GRAV-     979,737.5   (mgal)                       NAVD 88
 MT0508
 MT0508  VERT ORDER  -  FIRST     CLASS II
 MT0508
 MT0508.The horizontal coordinates were scaled from a topographic map and have
 MT0508.an estimated accuracy of +/- 6 seconds.
 MT0508
 MT0508.The orthometric height was determined by differential leveling
 MT0508.and adjusted by the National Geodetic Survey in June 1991..
 MT0508
 MT0508.The geoid height was determined by GEOID03.
 MT0508
 MT0508.The dynamic height is computed by dividing the NAVD 88
 MT0508.geopotential number by the normal gravity value computed on the
 MT0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0508.degrees latitude (g = 980.6199 gals.).
 MT0508
 MT0508.The modeled gravity was interpolated from observed gravity values.
 MT0508
 MT0508;                    North         East    Units  Estimated Accuracy
 MT0508;SPC NV E     - 8,704,040.      236,500.      MT  (+/- 180 meters Scaled)
 MT0508
 MT0508                          SUPERSEDED SURVEY CONTROL
 MT0508
 MT0508.No superseded survey control is available for this station.
 MT0508
 MT0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF554507(NAD 83)
 MT0508_MARKER: DD = SURVEY DISK
 MT0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0508_STAMPING: M 142 RESET 1965
 MT0508_MARK LOGO: CGS   
 MT0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0508+STABILITY: SURFACE MOTION
 MT0508
 MT0508  HISTORY     - Date     Condition        Report By
 MT0508  HISTORY     - 1965     MONUMENTED       NVDH
 MT0508  HISTORY     - 1984     GOOD             NGS
 MT0508
 MT0508                          STATION DESCRIPTION
 MT0508
 MT0508'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1965
 MT0508'8.3 MI E FROM DEETH.
 MT0508'0.8 MILES SOUTH ON A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 MT0508'STATION AT DEETH, THENCE 7.5 MILES NORTHEAST ON U.S. HIGHWAY 40, IN
 MT0508'R60E, T37N, CENTER OF EAST SIDE OF SECTION 13, 102 FEET SOUTHEAST OF
 MT0508'CENTERLINE OF HIGHWAY.  THE RESET MARK IS 96 FEET NORTH OF OLD HIGHWAY
 MT0508'U. S. 40, AND 183 FEET NORTH OF OW 592+80 ON INTERSTATE HIGHWAY 80, 2
 MT0508'FEET SOUTH OF A STEEL WITNESS POST.  SET IN A CONCRETE MONUMENT 10
 MT0508'INCHES IN DIAMETER EXTENDING 0.50 FEET ABOVE GROUND SURFACE.
 MT0508
 MT0508                          STATION RECOVERY (1984)
 MT0508
 MT0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0508'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.75 KM
 MT0508'(11.1 MI) WEST ALONG OLD US HIGHWAY 40 FROM THE INTERSECTION OF US
 MT0508'HIGHWAY 93 AT WELLS, 3.4 KM (2.1 MI) WEST OF THE JUNCTION OF STATE
 MT0508'HIGHWAY 230, ON THE TOP OF A SMALL RISE, 29.2 METERS (96 FT) NORTH OF
 MT0508'THE HIGHWAY CENTERLINE, 3.9 METERS (13 FT) WEST OF THE T JUNCTION OF A
 MT0508'FENCE LINE LEADING NORTH AND 1.2 METERS (4 FT) SOUTH OF THE RIGHT OF
 MT0508'WAY FENCE.
 MT0508'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MT0508'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0299 ***********************************************************************
 MT0299  DESIGNATION -  M 143
 MT0299  PID         -  MT0299
 MT0299  STATE/COUNTY-  NV/ELKO
 MT0299  USGS QUAD   -  PEQUOP SUMMIT (1982)
 MT0299
 MT0299                         *CURRENT SURVEY CONTROL
 MT0299  ___________________________________________________________________
 MT0299* NAD 83(1986)-  41 03 59.     (N)    114 36 17.     (W)     SCALED    
 MT0299* NAVD 88     -      1986.284  (meters)    6516.67   (feet)  ADJUSTED  
 MT0299  ___________________________________________________________________
 MT0299  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 MT0299  DYNAMIC HT  -        1984.573 (meters)    6511.05  (feet)  COMP
 MT0299  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 MT0299
 MT0299  VERT ORDER  -  SECOND    CLASS 0
 MT0299
 MT0299.The horizontal coordinates were scaled from a topographic map and have
 MT0299.an estimated accuracy of +/- 6 seconds.
 MT0299
 MT0299.The orthometric height was determined by differential leveling
 MT0299.and adjusted by the National Geodetic Survey in June 1991..
 MT0299
 MT0299.The geoid height was determined by GEOID03.
 MT0299
 MT0299.The dynamic height is computed by dividing the NAVD 88
 MT0299.geopotential number by the normal gravity value computed on the
 MT0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0299.degrees latitude (g = 980.6199 gals.).
 MT0299
 MT0299.The modeled gravity was interpolated from observed gravity values.
 MT0299
 MT0299;                    North         East    Units  Estimated Accuracy
 MT0299;SPC NV E     - 8,701,480.      282,250.      MT  (+/- 180 meters Scaled)
 MT0299
 MT0299                          SUPERSEDED SURVEY CONTROL
 MT0299
 MT0299  NGVD 29 (??/??/92) 1985.102  (m)         6512.79   (f) ADJ UNCH    2 0
 MT0299
 MT0299.Superseded values are not recommended for survey control.
 MT0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0299.See file dsdata.txt to determine how the superseded data were derived.
 MT0299
 MT0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF012488(NAD 83)
 MT0299_MARKER: DB = BENCH MARK DISK
 MT0299_SETTING: 80 = SET IN A BOULDER
 MT0299_STAMPING: M 143 1957
 MT0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0299+STABILITY: SURFACE MOTION
 MT0299
 MT0299  HISTORY     - Date     Condition        Report By
 MT0299  HISTORY     - 1957     MONUMENTED       CGS
 MT0299
 MT0299                          STATION DESCRIPTION
 MT0299
 MT0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0299'20.3 MI E FROM WELLS.
 MT0299'20.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0299'AVE. AND U.S. HIGHWAY 40 AT WELLS, 83.0 FEET WEST OF CENTER LINE OF
 MT0299'THE HIGHWAY, ABOUT 3 FEET LOWER THAN THE HIGHWAY, SET IN A BOULDER,
 MT0299'MARKED WITH (BM) PAINTED ON BOULDER FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0119 ***********************************************************************
 LQ0119  DESIGNATION -  M 144
 LQ0119  PID         -  LQ0119
 LQ0119  STATE/COUNTY-  NV/ELKO
 LQ0119  USGS QUAD   -  LEPPY PEAK (1982)
 LQ0119
 LQ0119                         *CURRENT SURVEY CONTROL
 LQ0119  ___________________________________________________________________
 LQ0119* NAD 83(1986)-  40 45 06.     (N)    114 06 46.     (W)     SCALED    
 LQ0119* NAVD 88     -      1468.889  (meters)    4819.18   (feet)  ADJUSTED  
 LQ0119  ___________________________________________________________________
 LQ0119  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 LQ0119  DYNAMIC HT  -        1467.718 (meters)    4815.34  (feet)  COMP
 LQ0119  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 LQ0119
 LQ0119  VERT ORDER  -  SECOND    CLASS 0
 LQ0119
 LQ0119.The horizontal coordinates were scaled from a topographic map and have
 LQ0119.an estimated accuracy of +/- 6 seconds.
 LQ0119
 LQ0119.The orthometric height was determined by differential leveling
 LQ0119.and adjusted by the National Geodetic Survey in June 1991..
 LQ0119
 LQ0119.The geoid height was determined by GEOID03.
 LQ0119
 LQ0119.The dynamic height is computed by dividing the NAVD 88
 LQ0119.geopotential number by the normal gravity value computed on the
 LQ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0119.degrees latitude (g = 980.6199 gals.).
 LQ0119
 LQ0119.The modeled gravity was interpolated from observed gravity values.
 LQ0119
 LQ0119;                    North         East    Units  Estimated Accuracy
 LQ0119;SPC NV E     - 8,667,110.      324,180.      MT  (+/- 180 meters Scaled)
 LQ0119
 LQ0119                          SUPERSEDED SURVEY CONTROL
 LQ0119
 LQ0119  NGVD 29 (??/??/92) 1467.892  (m)         4815.91   (f) ADJ UNCH    2 0
 LQ0119
 LQ0119.Superseded values are not recommended for survey control.
 LQ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0119.See file dsdata.txt to determine how the superseded data were derived.
 LQ0119
 LQ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF437152(NAD 83)
 LQ0119_MARKER: DB = BENCH MARK DISK
 LQ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0119_STAMPING: M 144 1957
 LQ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0119+STABILITY: SURFACE MOTION
 LQ0119
 LQ0119  HISTORY     - Date     Condition        Report By
 LQ0119  HISTORY     - 1957     MONUMENTED       CGS
 LQ0119  HISTORY     - 1958     GOOD             NGS
 LQ0119
 LQ0119                          STATION DESCRIPTION
 LQ0119
 LQ0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0119'3.4 MI NW FROM WENDOVER, UT.
 LQ0119'3.4 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0119'HIGHWAY 40 AND 50 ALT. AT THE WEST END OF WENDOVER, 168.0 FEET
 LQ0119'SOUTHWEST OF CENTERLINE OF HIGHWAY, 3.6 FEET NORTHEAST OF WITNESS
 LQ0119'POST, SET IN A ROUND CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND
 LQ0119'SURFACE.
 LQ0119
 LQ0119                          STATION RECOVERY (1958)
 LQ0119
 LQ0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0065 ***********************************************************************
 LS0065  DESIGNATION -  M 145 RESET
 LS0065  PID         -  LS0065
 LS0065  STATE/COUNTY-  NV/PERSHING
 LS0065  USGS QUAD   -  IMLAY (1987)
 LS0065
 LS0065                         *CURRENT SURVEY CONTROL
 LS0065  ___________________________________________________________________
 LS0065* NAD 83(1986)-  40 39 23.     (N)    118 08 55.     (W)     SCALED    
 LS0065* NAVD 88     -      1300.14   (meters)    4265.5    (feet)  RESET     
 LS0065  ___________________________________________________________________
 LS0065  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 LS0065
 LS0065  VERT ORDER  -  THIRD
 LS0065
 LS0065.The horizontal coordinates were scaled from a topographic map and have
 LS0065.an estimated accuracy of +/- 6 seconds.
 LS0065
 LS0065.The orthometric height was computed from unverified reset data.
 LS0065
 LS0065.The geoid height was determined by GEOID03.
 LS0065
 LS0065;                    North         East    Units  Estimated Accuracy
 LS0065;SPC NV W     - 4,655,580.      836,760.      MT  (+/- 180 meters Scaled)
 LS0065
 LS0065                          SUPERSEDED SURVEY CONTROL
 LS0065
 LS0065.No superseded survey control is available for this station.
 LS0065
 LS0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF028012(NAD 83)
 LS0065_MARKER: DD = SURVEY DISK
 LS0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0065_SP_SET: MONUMENT
 LS0065_STAMPING: M 145 RESET 1966
 LS0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0065
 LS0065  HISTORY     - Date     Condition        Report By
 LS0065  HISTORY     - 1966     MONUMENTED       NVDH
 LS0065  HISTORY     - 1983     GOOD             USGS
 LS0065  HISTORY     - 1986     MARK NOT FOUND   NGS
 LS0065
 LS0065                          STATION DESCRIPTION
 LS0065
 LS0065'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1966
 LS0065'IN IMLAY.
 LS0065'AT, IMLAY, ABOUT 500 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 LS0065'LANE OF INTERSTATE HIGHWAY 80 AT STATION OE 468+00.  THE MARK IS SET
 LS0065'IN A 10-INCH ROUND CONCRETE MONUMENT WITH A STEEL WITNESS POST NEARBY.
 LS0065
 LS0065                          STATION RECOVERY (1983)
 LS0065
 LS0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LS0065'A TOTALLY INACCURATE DESCRIPTION WAS SUBMITTED BY THE NEVADA STATE
 LS0065'HIGHWAY DEPT. THE STATION, OF 468.00 CAN ONLY BE RECOVERED BY
 LS0065'SURVEYING FROM STA. 358.00 THEN, ONCE THAT STATION IS ESTABLISHED THE
 LS0065'BENCHMARK IS THE CENTER OF A GAS STATION.
 LS0065
 LS0065                          STATION RECOVERY (1986)
 LS0065
 LS0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0065'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0215 ***********************************************************************
 FS0215  DESIGNATION -  M 146
 FS0215  PID         -  FS0215
 FS0215  STATE/COUNTY-  NV/CLARK
 FS0215  USGS QUAD   -  JEAN (1989)
 FS0215
 FS0215                         *CURRENT SURVEY CONTROL
 FS0215  ___________________________________________________________________
 FS0215* NAD 83(1986)-  35 46 17.     (N)    115 19 47.     (W)     SCALED    
 FS0215* NAVD 88     -       862.71   (+/-2cm)    2830.4    (feet)  VERTCON   
 FS0215  ___________________________________________________________________
 FS0215  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FS0215
 FS0215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0215
 FS0215.The horizontal coordinates were scaled from a topographic map and have
 FS0215.an estimated accuracy of +/- 6 seconds.
 FS0215
 FS0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0215.The vertical order pertains to the NGVD 29 superseded value.
 FS0215
 FS0215.The geoid height was determined by GEOID03.
 FS0215
 FS0215;                    North         East    Units  Estimated Accuracy
 FS0215;SPC NV E     - 8,113,340.      222,930.      MT  (+/- 180 meters Scaled)
 FS0215
 FS0215                          SUPERSEDED SURVEY CONTROL
 FS0215
 FS0215  NGVD 29 (??/??/92)  861.919  (m)         2827.81   (f) ADJ UNCH    2 0
 FS0215
 FS0215.Superseded values are not recommended for survey control.
 FS0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0215.See file dsdata.txt to determine how the superseded data were derived.
 FS0215
 FS0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV509598(NAD 83)
 FS0215_MARKER: DB = BENCH MARK DISK
 FS0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0215_STAMPING: M 146 1958
 FS0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0215+STABILITY: SURFACE MOTION
 FS0215
 FS0215  HISTORY     - Date     Condition        Report By
 FS0215  HISTORY     - 1958     MONUMENTED       CGS
 FS0215
 FS0215                          STATION DESCRIPTION
 FS0215
 FS0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0215'0.7 MI S FROM JEAN.
 FS0215'0.7 MILE SOUTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 FS0215'HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN, 118.0 FEET EAST OF THE
 FS0215'CENTER LINE OF HIGHWAY, 4.3 FEET SOUTHEAST OF A CONCRETE WITNESS
 FS0215'POST, SET IN A ROUND CONCRETE POST PROJECTING ABOUT 3 INCHES
 FS0215'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1931 ***********************************************************************
 KR1931  DESIGNATION -  M 147 RESET
 KR1931  PID         -  KR1931
 KR1931  STATE/COUNTY-  NV/WASHOE
 KR1931  USGS QUAD   -  VERDI (1982)
 KR1931
 KR1931                         *CURRENT SURVEY CONTROL
 KR1931  ___________________________________________________________________
 KR1931* NAD 83(1994)-  39 30 43.51445(N)    119 54 22.74490(W)     ADJUSTED  
 KR1931* NAVD 88     -      1456.15   (meters)    4777.4    (feet)  RESET     
 KR1931  ___________________________________________________________________
 KR1931  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 KR1931  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 KR1931
 KR1931  HORZ ORDER  -  SECOND
 KR1931  VERT ORDER  -  THIRD
 KR1931
 KR1931.The horizontal coordinates were established by classical geodetic methods
 KR1931.and adjusted by the National Geodetic Survey in June 1998..
 KR1931
 KR1931.The orthometric height was computed from unverified reset data.
 KR1931.No vertical observational check was made to the station.
 KR1931
 KR1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1931
 KR1931.The geoid height was determined by GEOID03.
 KR1931
 KR1931;                    North         East     Units Scale Factor Converg.
 KR1931;SPC NV W     - 4,529,280.683   686,234.705   MT  1.00005930   -0 50 30.6
 KR1931;SPC NV W     -14,859,815.04  2,251,421.69   sFT  1.00005930   -0 50 30.6
 KR1931;UTM  11      - 4,377,639.767   250,140.309   MT  1.00036871   -1 51 00.3
 KR1931
 KR1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1931!SPC NV W     -   0.99977533  x   1.00005930  =   0.99983462
 KR1931!UTM  11      -   0.99977533  x   1.00036871  =   1.00014396
 KR1931
 KR1931|---------------------------------------------------------------------|
 KR1931| PID    Reference Object                     Distance      Geod. Az  |
 KR1931|                                                           dddmmss.s |
 KR1931| KR1168 PI 8                                 45.540 METERS 08158     |
 KR1931| KR1171 PI 6X                               APPROX. 1.7 KM 2775347.6 |
 KR1931|---------------------------------------------------------------------|
 KR1931
 KR1931                          SUPERSEDED SURVEY CONTROL
 KR1931
 KR1931  NAD 83(1992)-  39 30 43.51592(N)    119 54 22.74057(W) AD(       ) 2
 KR1931  NAD 83(1986)-  39 30 43.51388(N)    119 54 22.73670(W) AD(       ) 2
 KR1931  NAD 27      -  39 30 43.83800(N)    119 54 19.02990(W) AD(       ) 2
 KR1931  NGVD 29 (07/31/00) 1455.05   (m)         4773.8    (f) RESET       3  
 KR1931
 KR1931.Superseded values are not recommended for survey control.
 KR1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1931.See file dsdata.txt to determine how the superseded data were derived.
 KR1931
 KR1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5014077640(NAD 83)
 KR1931_MARKER: DV = VERTICAL CONTROL DISK
 KR1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1931_SP_SET: CONCRETE POST
 KR1931_STAMPING: M 147 1958 RESET 1982
 KR1931_MARK LOGO: NGS   
 KR1931_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1931+STABILITY: SURFACE MOTION
 KR1931
 KR1931  HISTORY     - Date     Condition        Report By
 KR1931  HISTORY     - 1982     MONUMENTED       NGS
 KR1931  HISTORY     - 19820621 GOOD             NGS
 KR1931
 KR1931                          STATION DESCRIPTION
 KR1931
 KR1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KR1931'TO REACH FROM THE INTERSECTION OF SOUTH VIRGINIA STREET AND 4TH
 KR1931'STREET IN RENO BY GOING WEST ON 4TH STREET 4.8 MILES (7.7 KM) TO MESA
 KR1931'PARK ROAD, TURN RIGHT AND GO 0.3 MILE (0.5 KM) TO MAE ANNE AVENUE,
 KR1931'TURN RIGHT AND GO 0.1 MILE (0.2 KM) TO RAE ANN AVENUE, TURN LEFT AND
 KR1931'GO 0.3 MILE (0.5 KM) TO THE END OF THE ROAD AND THE STATION ON THE
 KR1931'LEFT, 21.2 METERS (69.6 FT) SOUTH FROM A POWER POLE NUMBER 11941,
 KR1931'20.3 METERS (66.6 FT) NORTH-NORTHWEST FROM RM 2, 12.5 METERS (41.0
 KR1931'FT) EAST FROM THE EDGE OF AN IRRIGATION DITCH, 13.0 METERS (42.7 FT)
 KR1931'SOUTH FROM THE CENTER OF A TURN AROUND, 9.7 METERS (31.8 FT)
 KR1931'EAST-NORTHEAST OF RM 2, 9.9 METERS (32.5 FT) WEST FROM A FENCE CORNER
 KR1931'AND 0.8 METERS (2.6 FT) SOUTH FROM A WITNESS POST, SET IN THE TOP OF
 KR1931'A CONCRETE POST RECESSED 10 CM.
 KR1931
 KR1931                          STATION RECOVERY (1982)
 KR1931
 KR1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 KR1931'THE SURFACE MARK MONUMENT WAS FOUND OUT OF THE GROUND.  A NEW SURFACE
 KR1931'MARK WAS ESTABLISHED AT THIS TIME AND 2 REFERENCE MARKS WERE ALSO
 KR1931'ESTABLISHED AT THIS TIME.  THE NEVADA HIGHWAY DEPARTMENT DISK PI-8 WAS
 KR1931'ALSO RECOVERED IN POOR CONDITION ABOUT 2/3 OF THE DISK HAS BEEN
 KR1931'REMOVED BUT THE CENTER OF THE DISK REMAINED.  A MEASUREMENT FROM BM M
 KR1931'147 INDICATES THERE WAS ABOUT A 6 CENTIMETER HORIZONTAL MOVEMENT.
 KR1931'ALTHOUGH ON OTHER NEVADA HIGHWAY DEPARTMENT DISKS OF THIS TYPE THE
 KR1931'HORIZONTAL CONTROL PUNCH MARK CAN APPEAR ANYWHERE ON THE DISK SO
 KR1931'ACTUAL MOVEMENT IS PROBABLY LESS.  THE STATION IS LOCATED IN A
 KR1931'COMMUNITY CALLED MESA PARK.  IT IS ABOUT 8 KM (4.95 MI) WEST OF RENO.
 KR1931'TO REACH THE STATION FROM THE INTERSECTION OF 4TH ST AND N VIRGINIA ST
 KR1931'DRIVE WEST 7.7 KM (4.80 MI) ON 4TH STREET (OLD HIGHWAY 40) TO MESA
 KR1931'PARK ROAD TURN RIGHT ON MESA PARK ROAD AND GO 0.5 KM (0.30 MI) TO MAE
 KR1931'ANNE AVE TURN RIGHT ON MAE ANN AVENUE AND GO 0.2 KM (0.10 MI), TURN
 KR1931'LEFT ON LE RAY STREET.  GO WEST ON LE RAY FOR 0.5 KM (0.30 MI) TO THE
 KR1931'END OF THE ROAD AND STATION ON THE LEFT.
 KR1931' 
 KR1931'STATION IS A STANDARD BENCH MARK DISK STAMPED--M-147 1958 RESET 1982-,
 KR1931'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KR1931'RECESSED 10 CM BELOW THE GROUND,  LOCATED 21.2 M (69.6 FT) S FROM A
 KR1931'POWER POLE NUMBER 11941 12.5 M (41.0 FT) E FROM THE EDGE OF AN OLD
 KR1931'IRRIGATION DITCH 13.0 M (42.7 FT) S FROM THE CENTER OF A TURN AROUND
 KR1931'9.95 M (32.64 FT) W FROM A FENCE CORNER AND 0.80 M (2.62 FT) S FROM A
 KR1931'WITNESS POST.  THE UNDERGROUND MARK IS A BENCH MARK DISK STAMPED--M
 KR1931'147 1958--, SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 M (2.6 FT)
 KR1931'BELOW THE SURFACE.
 KR1931' 
 KR1931'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--M 147 1958 NO 1
 KR1931'1982-, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 KR1931'FLUSH WITH THE GROUND LOCATED 10.5 M (34.4 FT) S FROM THE CENTERLINE
 KR1931'OF ROAD 9.90 M (32.48 FT) E FROM A WITNESS POST 0.85 M (2.79 FT) SE
 KR1931'FROM A FENCE CORNER 0.3 M (1.0 FT) W FROM A FENCE AND 0.2 M (0.7 FT)
 KR1931'LOWER THAN THE STATION.
 KR1931' 
 KR1931'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--M 147 1958 NO 2
 KR1931'1982-, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 KR1931'PROJECTING 3 CM ABOVE THE GROUND LOCATED 9.7 M (31.8 FT) W FROM A
 KR1931'FENCE CORNER 9.0 M (29.5 FT) W FROM A POWER POLE 1.9 M (6.2 FT) SW
 KR1931'FROM A TREE LARGEST IN YARD OF HOUSE AT 8825 0.5 M (1.6 FT) S FROM A
 KR1931'FENCE AND 0.6 M (2.0 FT) HIGHER THAN THE STATION.
 KR1931' 
 KR1931'REFERENCE MARK NO 3 IS A STATE HIGHWAY DISK ABOUT 70 PERCENT DESTROYED
 KR1931'SET IN CONCRETE 0.3 M (1.0 FT) BELOW THE SURFACE OF THE GROUND.  THIS
 KR1931'MARK IS THE REMAINS OF PI-8 NVHD LOCATED 6.4 M (21.0 FT) S FROM THE
 KR1931'CENTERLINE OF A TRACK ROAD 8.0 M (26.2 FT) NE FROM A POWER POLE 2.9 M
 KR1931'(9.5 FT) N FROM A FENCE AND 0.3 M (1.0 FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1932 ***********************************************************************
 KR1932  DESIGNATION -  M 147 RM 1
 KR1932  PID         -  KR1932
 KR1932  STATE/COUNTY-  NV/WASHOE
 KR1932  USGS QUAD   -  VERDI (1982)
 KR1932
 KR1932                         *CURRENT SURVEY CONTROL
 KR1932  ___________________________________________________________________
 KR1932* NAD 83(1986)-  39 30 44.     (N)    119 54 23.     (W)     SCALED    
 KR1932* NAVD 88     -      1455.90   (meters)    4776.6    (feet)  RESET     
 KR1932  ___________________________________________________________________
 KR1932  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 KR1932
 KR1932  VERT ORDER  -  THIRD
 KR1932
 KR1932.The horizontal coordinates were scaled from a topographic map and have
 KR1932.an estimated accuracy of +/- 6 seconds.
 KR1932
 KR1932.The orthometric height was computed from unverified reset data.
 KR1932.No vertical observational check was made to the station.
 KR1932
 KR1932.The geoid height was determined by GEOID03.
 KR1932
 KR1932;                    North         East    Units  Estimated Accuracy
 KR1932;SPC NV W     - 4,529,300.      686,230.      MT  (+/- 180 meters Scaled)
 KR1932
 KR1932                          SUPERSEDED SURVEY CONTROL
 KR1932
 KR1932  NGVD 29 (07/31/00) 1454.81   (m)         4773.0    (f) RESET       3  
 KR1932
 KR1932.Superseded values are not recommended for survey control.
 KR1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1932.See file dsdata.txt to determine how the superseded data were derived.
 KR1932
 KR1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD501776(NAD 83)
 KR1932_MARKER: DR = REFERENCE MARK DISK
 KR1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1932_SP_SET: CONCRETE POST
 KR1932_STAMPING: M 147 1958 NO 1 1982
 KR1932_MARK LOGO: NGS   
 KR1932_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1932+STABILITY: SURFACE MOTION
 KR1932
 KR1932  HISTORY     - Date     Condition        Report By
 KR1932  HISTORY     - 1982     MONUMENTED       NGS
 KR1932
 KR1932                          STATION DESCRIPTION
 KR1932
 KR1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KR1932'FROM THE INTERSECTION OF SOUTH VIRGINIA STREET AND 4TH STREET IN RENO
 KR1932'BY GOING WEST ON 4TH STREET 4.8 MILES (7.7 KM) TO MESA PARK ROAD,
 KR1932'TURN RIGHT AND GO 0.3 MILE (0.5 KM) TO MAE ANNE AVENUE, TURN RIGHT
 KR1932'AND GO 0.1 MILE (0.2 KM) TO RAE ANNE AVENUE, TURN LEFT AND GO 0.3
 KR1932'MILE (0.5 KM) TO THE END OF THE ROAD AND THE MARK ON THE LEFT, 21.9
 KR1932'METERS (71.9 FT) SOUTHEAST OF RM 2, 10.5 SOUTH OF THE CENTERLINE OF
 KR1932'THE ROAD, 9.9 METERS (32.5 FT) EAST FROM A WITNESS POST, 9.7 METERS
 KR1932'(31.8 FT) EAST NORTHEAST FROM BM M 147, 0.85 METERS (2.79 FT)
 KR1932'SOUTHEAST FROM A FENCE CORNER AND 0.3 METERS (1.0 FT) WEST FROM A
 KR1932'FENCE CORNER, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KR1932'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1933 ***********************************************************************
 KR1933  DESIGNATION -  M 147 RM 2
 KR1933  PID         -  KR1933
 KR1933  STATE/COUNTY-  NV/WASHOE
 KR1933  USGS QUAD   -  VERDI (1982)
 KR1933
 KR1933                         *CURRENT SURVEY CONTROL
 KR1933  ___________________________________________________________________
 KR1933* NAD 83(1986)-  39 30 44.     (N)    119 54 23.     (W)     SCALED    
 KR1933* NAVD 88     -      1456.70   (meters)    4779.2    (feet)  RESET     
 KR1933  ___________________________________________________________________
 KR1933  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 KR1933
 KR1933  VERT ORDER  -  THIRD
 KR1933
 KR1933.The horizontal coordinates were scaled from a topographic map and have
 KR1933.an estimated accuracy of +/- 6 seconds.
 KR1933
 KR1933.The orthometric height was computed from unverified reset data.
 KR1933.No vertical observational check was made to the station.
 KR1933
 KR1933.The geoid height was determined by GEOID03.
 KR1933
 KR1933;                    North         East    Units  Estimated Accuracy
 KR1933;SPC NV W     - 4,529,300.      686,230.      MT  (+/- 180 meters Scaled)
 KR1933
 KR1933                          SUPERSEDED SURVEY CONTROL
 KR1933
 KR1933  NGVD 29 (07/31/00) 1455.61   (m)         4775.6    (f) RESET       3  
 KR1933
 KR1933.Superseded values are not recommended for survey control.
 KR1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1933.See file dsdata.txt to determine how the superseded data were derived.
 KR1933
 KR1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD501776(NAD 83)
 KR1933_MARKER: DR = REFERENCE MARK DISK
 KR1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1933_SP_SET: CONCRETE POST
 KR1933_STAMPING: M 147 1958 NO 2 1982
 KR1933_MARK LOGO: NGS   
 KR1933_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1933+STABILITY: SURFACE MOTION
 KR1933
 KR1933  HISTORY     - Date     Condition        Report By
 KR1933  HISTORY     - 1982     MONUMENTED       NGS
 KR1933
 KR1933                          STATION DESCRIPTION
 KR1933
 KR1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KR1933'FROM THE INTERSECTION OF SOUTH VIRGINIA STREET AND 4TH STREET IN RENO
 KR1933'BY GOING WEST ON 4TH STREET 4.8 MILES (7.7 KM) TO MESA PARK ROAD,
 KR1933'TURN RIGHT AND GO 0.3 MILE (0.5 KM) TO MAE ANNE AVENUE, TURN RIGHT
 KR1933'AND GO 0.1 MILE (0.2 KM) TO RAE ANNE AVENUE, TURN LEFT AND GO 0.3
 KR1933'MILE (0.5 KM) TO THE END OF THE ROAD AND THE MARK ON THE RIGHT, 21.95
 KR1933'METERS (72.01 FT) NORTHWEST OF RM 1, 20.3 METERS (66.6 FT)
 KR1933'NORTH-NORTHWEST OF BM M 147, 9.7 METERS (31.8 FT) WEST OF A FENCE
 KR1933'CORNER, 9.0 METERS (29.5 FT) WEST FROM A POWER POLE, 1.9 METERS (6.2
 KR1933'FT) SOUTHWEST FROM A TREE (LARGEST IN YARD OF RESIDENCE AT 8895) ,
 KR1933'AND 0.5 METERS (1.6 FT) SOUTH FROM A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0606 ***********************************************************************
 FS0606  DESIGNATION -  M 148
 FS0606  PID         -  FS0606
 FS0606  STATE/COUNTY-  NV/CLARK
 FS0606  USGS QUAD   -  FOURTH OF JULY MOUNT (1989)
 FS0606
 FS0606                         *CURRENT SURVEY CONTROL
 FS0606  ___________________________________________________________________
 FS0606* NAD 83(1986)-  35 28 17.     (N)    114 52 27.     (W)     SCALED    
 FS0606* NAVD 88     -       991.393  (meters)    3252.60   (feet)  POSTED    
 FS0606  ___________________________________________________________________
 FS0606  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FS0606  DYNAMIC HT  -         990.280 (meters)    3248.94  (feet)  COMP
 FS0606  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 FS0606
 FS0606  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FS0606
 FS0606.The horizontal coordinates were scaled from a topographic map and have
 FS0606.an estimated accuracy of +/- 6 seconds.
 FS0606
 FS0606.The orthometric height was determined by differential leveling
 FS0606.and adjusted by the National Geodetic Survey in 1992..
 FS0606.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FS0606.rate of 2.1 thru 3.0 mm/km.
 FS0606
 FS0606.The geoid height was determined by GEOID03.
 FS0606
 FS0606.The dynamic height is computed by dividing the NAVD 88
 FS0606.geopotential number by the normal gravity value computed on the
 FS0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0606.degrees latitude (g = 980.6199 gals.).
 FS0606
 FS0606.The modeled gravity was interpolated from observed gravity values.
 FS0606
 FS0606;                    North         East    Units  Estimated Accuracy
 FS0606;SPC NV E     - 8,080,260.      264,360.      MT  (+/- 180 meters Scaled)
 FS0606
 FS0606                          SUPERSEDED SURVEY CONTROL
 FS0606
 FS0606  NGVD 29 (??/??/92)  990.588  (m)         3249.95   (f) ADJ UNCH    1 2
 FS0606
 FS0606.Superseded values are not recommended for survey control.
 FS0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0606.See file dsdata.txt to determine how the superseded data were derived.
 FS0606
 FS0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV928273(NAD 83)
 FS0606_MARKER: DB = BENCH MARK DISK
 FS0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0606_STAMPING: M 148 1935
 FS0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0606+STABILITY: SURFACE MOTION
 FS0606
 FS0606  HISTORY     - Date     Condition        Report By
 FS0606  HISTORY     - 1935     MONUMENTED       CGS
 FS0606  HISTORY     - 1949     GOOD             NGS
 FS0606  HISTORY     - 1969     GOOD             NGS
 FS0606
 FS0606                          STATION DESCRIPTION
 FS0606
 FS0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0606'2.7 MI E FROM SEARCHLIGHT.
 FS0606'0.2 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 FS0606'SEARCHLIGHT, THENCE 2.5 MILES EAST ALONG THE COTTONWOOD LANDING
 FS0606'ROAD, 0.5 MILE WEST OF THE JUNCTION OF A DIRT ROAD LEADING
 FS0606'SOUTHWEST TO WHEATLYS WELL, AT THE JUNCTION OF A DIRT ROAD
 FS0606'LEADING SOUTHEAST, 38 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 FS0606'ROAD, 29 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING
 FS0606'SOUTHEAST, 2.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 FS0606'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 FS0606'FOOT ABOVE GROUND.
 FS0606
 FS0606                          STATION RECOVERY (1969)
 FS0606
 FS0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0153 ***********************************************************************
 FS0153  DESIGNATION -  M 149
 FS0153  PID         -  FS0153
 FS0153  STATE/COUNTY-  NV/CLARK
 FS0153  USGS QUAD   -  NELSON SW (1984)
 FS0153
 FS0153                         *CURRENT SURVEY CONTROL
 FS0153  ___________________________________________________________________
 FS0153* NAD 83(1986)-  35 30 21.     (N)    114 55 43.     (W)     SCALED    
 FS0153* NAVD 88     -      1096.205  (meters)    3596.47   (feet)  POSTED    
 FS0153  ___________________________________________________________________
 FS0153  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FS0153  DYNAMIC HT  -        1094.940 (meters)    3592.32  (feet)  COMP
 FS0153  MODELED GRAV-     979,442.7   (mgal)                       NAVD 88
 FS0153
 FS0153  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0153
 FS0153.The horizontal coordinates were scaled from a topographic map and have
 FS0153.an estimated accuracy of +/- 6 seconds.
 FS0153
 FS0153.The orthometric height was determined by differential leveling
 FS0153.and adjusted by the National Geodetic Survey in 1992..
 FS0153.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0153.rate of 0.0 thru 1.0 mm/km.
 FS0153
 FS0153.The geoid height was determined by GEOID03.
 FS0153
 FS0153.The dynamic height is computed by dividing the NAVD 88
 FS0153.geopotential number by the normal gravity value computed on the
 FS0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0153.degrees latitude (g = 980.6199 gals.).
 FS0153
 FS0153.The modeled gravity was interpolated from observed gravity values.
 FS0153
 FS0153;                    North         East    Units  Estimated Accuracy
 FS0153;SPC NV E     - 8,084,040.      259,390.      MT  (+/- 180 meters Scaled)
 FS0153
 FS0153                          SUPERSEDED SURVEY CONTROL
 FS0153
 FS0153  NGVD 29 (??/??/92) 1095.365  (m)         3593.71   (f) ADJ UNCH    1 1
 FS0153
 FS0153.Superseded values are not recommended for survey control.
 FS0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0153.See file dsdata.txt to determine how the superseded data were derived.
 FS0153
 FS0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV878311(NAD 83)
 FS0153_MARKER: DB = BENCH MARK DISK
 FS0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0153_STAMPING: M 149 1935
 FS0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0153+STABILITY: SURFACE MOTION
 FS0153
 FS0153  HISTORY     - Date     Condition        Report By
 FS0153  HISTORY     - 1935     MONUMENTED       CGS
 FS0153  HISTORY     - 1963     GOOD             NGS
 FS0153  HISTORY     - 1969     GOOD             NGS
 FS0153
 FS0153                          STATION DESCRIPTION
 FS0153
 FS0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FS0153'3.3 MI N FROM SEARCHLIGHT.
 FS0153'3.3 MILES NORTH ALONG ABANDONED STATE HIGHWAY 5 FROM THE POST
 FS0153'OFFICE AT SEARCHLIGHT, 0.4 MILE NORTH OF THE JUNCTION OF A PIPE
 FS0153'LINE MAINTENANCE ROAD, AT THE NORTH BASE OF A HILL, 62 FEET WEST OF
 FS0153'THE CENTER LINE OF THE ABANDONED HIGHWAY, 21 FEET WEST OF THE CENTER
 FS0153'LINE OF THE PIPE LINE MAINTENANCE ROAD, 2.6 FEET SOUTH OF A
 FS0153'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET
 FS0153'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 FS0153'GROUND.
 FS0153
 FS0153                          STATION RECOVERY (1969)
 FS0153
 FS0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0633 ***********************************************************************
 HQ0633  DESIGNATION -  M 15
 HQ0633  PID         -  HQ0633
 HQ0633  STATE/COUNTY-  NV/ESMERALDA
 HQ0633  USGS QUAD   -  GOLDFIELD (1987)
 HQ0633
 HQ0633                         *CURRENT SURVEY CONTROL
 HQ0633  ___________________________________________________________________
 HQ0633* NAD 83(1986)-  37 41 57.     (N)    117 11 48.     (W)     SCALED    
 HQ0633* NAVD 88     -      1770.027  (meters)    5807.16   (feet)  ADJUSTED  
 HQ0633  ___________________________________________________________________
 HQ0633  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 HQ0633  DYNAMIC HT  -        1768.036 (meters)    5800.63  (feet)  COMP
 HQ0633  MODELED GRAV-     979,441.6   (mgal)                       NAVD 88
 HQ0633
 HQ0633  VERT ORDER  -  FIRST     CLASS II
 HQ0633
 HQ0633.The horizontal coordinates were scaled from a topographic map and have
 HQ0633.an estimated accuracy of +/- 6 seconds.
 HQ0633
 HQ0633.The orthometric height was determined by differential leveling
 HQ0633.and adjusted by the National Geodetic Survey in June 1991..
 HQ0633
 HQ0633.The geoid height was determined by GEOID03.
 HQ0633
 HQ0633.The dynamic height is computed by dividing the NAVD 88
 HQ0633.geopotential number by the normal gravity value computed on the
 HQ0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0633.degrees latitude (g = 980.6199 gals.).
 HQ0633
 HQ0633.The modeled gravity was interpolated from observed gravity values.
 HQ0633
 HQ0633;                    North         East    Units  Estimated Accuracy
 HQ0633;SPC NV W     - 4,328,120.      922,280.      MT  (+/- 180 meters Scaled)
 HQ0633
 HQ0633                          SUPERSEDED SURVEY CONTROL
 HQ0633
 HQ0633  NGVD 29 (??/??/92) 1768.882  (m)         5803.41   (f) ADJ UNCH    1 2
 HQ0633
 HQ0633.Superseded values are not recommended for survey control.
 HQ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0633.See file dsdata.txt to determine how the superseded data were derived.
 HQ0633
 HQ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB826724(NAD 83)
 HQ0633_MARKER: P = PIPE CAP
 HQ0633_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0633_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0633_STAMPING: 5803.466
 HQ0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0633
 HQ0633  HISTORY     - Date     Condition        Report By
 HQ0633  HISTORY     - UNK      MONUMENTED       USGS
 HQ0633  HISTORY     - 1955     GOOD             NGS
 HQ0633
 HQ0633                          STATION DESCRIPTION
 HQ0633
 HQ0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HQ0633'2.4 MI SE FROM GOLDFIELD.
 HQ0633'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE
 HQ0633'AT GOLDFIELD, THENCE 2.3 MILES SOUTHEAST ALONG A GRADED ROAD,
 HQ0633'ON THE OUTSIDE OF A CURVE, 186 FEET NORTHWEST OF THE NORTHWEST
 HQ0633'END OF A DEEP CUT, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HQ0633'ROAD, 2.4 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 HQ0633'THAN THE ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 HQ0633'PROJECTING 1.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0248 ***********************************************************************
 FS0248  DESIGNATION -  M 150
 FS0248  PID         -  FS0248
 FS0248  STATE/COUNTY-  NV/CLARK
 FS0248  USGS QUAD   -  ROACH (1985)
 FS0248
 FS0248                         *CURRENT SURVEY CONTROL
 FS0248  ___________________________________________________________________
 FS0248* NAD 83(1986)-  35 40 21.     (N)    115 21 13.     (W)     SCALED    
 FS0248* NAVD 88     -       795.958  (meters)    2611.41   (feet)  POSTED    
 FS0248  ___________________________________________________________________
 FS0248  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS0248  DYNAMIC HT  -         795.080 (meters)    2608.53  (feet)  COMP
 FS0248  MODELED GRAV-     979,508.5   (mgal)                       NAVD 88
 FS0248
 FS0248  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0248
 FS0248.The horizontal coordinates were scaled from a topographic map and have
 FS0248.an estimated accuracy of +/- 6 seconds.
 FS0248
 FS0248.The orthometric height was determined by differential leveling
 FS0248.and adjusted by the National Geodetic Survey in 1992..
 FS0248.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0248.rate of 0.0 thru 1.0 mm/km.
 FS0248
 FS0248.The geoid height was determined by GEOID03.
 FS0248
 FS0248.The dynamic height is computed by dividing the NAVD 88
 FS0248.geopotential number by the normal gravity value computed on the
 FS0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0248.degrees latitude (g = 980.6199 gals.).
 FS0248
 FS0248.The modeled gravity was interpolated from observed gravity values.
 FS0248
 FS0248;                    North         East    Units  Estimated Accuracy
 FS0248;SPC NV E     - 8,102,360.      220,800.      MT  (+/- 180 meters Scaled)
 FS0248
 FS0248                          SUPERSEDED SURVEY CONTROL
 FS0248
 FS0248  NGVD 29 (??/??/92)  795.177  (m)         2608.84   (f) ADJ UNCH    1 2
 FS0248
 FS0248.Superseded values are not recommended for survey control.
 FS0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0248.See file dsdata.txt to determine how the superseded data were derived.
 FS0248
 FS0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV490488(NAD 83)
 FS0248_MARKER: DB = BENCH MARK DISK
 FS0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0248_STAMPING: M 150 1935
 FS0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0248+STABILITY: SURFACE MOTION
 FS0248
 FS0248  HISTORY     - Date     Condition        Report By
 FS0248  HISTORY     - 1935     MONUMENTED       CGS
 FS0248  HISTORY     - 1949     GOOD             NGS
 FS0248
 FS0248                          STATION DESCRIPTION
 FS0248
 FS0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0248'7.5 MI S FROM JEAN.
 FS0248'7.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0248'AT JEAN, AT THE EAST EDGE OF ROACH DRY LAKE, 19 FEET WEST OF THE
 FS0248'10TH POLE SOUTH OF MILE POLE 294, 77.9 FEET WEST OF THE WEST
 FS0248'RAIL, ABOUT 6 FEET LOWER THAN THE TRACK, 2.0 FEET SOUTH OF A
 FS0248'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FS0248'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0296 ***********************************************************************
 GS0296  DESIGNATION -  M 16
 GS0296  PID         -  GS0296
 GS0296  STATE/COUNTY-  NV/NYE
 GS0296  USGS QUAD   -  BEATTY (1987)
 GS0296
 GS0296                         *CURRENT SURVEY CONTROL
 GS0296  ___________________________________________________________________
 GS0296* NAD 83(1986)-  36 54 27.     (N)    116 45 23.     (W)     SCALED    
 GS0296* NAVD 88     -      1001.954  (meters)    3287.24   (feet)  POSTED    
 GS0296  ___________________________________________________________________
 GS0296  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 GS0296  DYNAMIC HT  -        1000.920 (meters)    3283.85  (feet)  COMP
 GS0296  MODELED GRAV-     979,565.9   (mgal)                       NAVD 88
 GS0296
 GS0296  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GS0296
 GS0296.The horizontal coordinates were scaled from a topographic map and have
 GS0296.an estimated accuracy of +/- 6 seconds.
 GS0296
 GS0296.The orthometric height was determined by differential leveling
 GS0296.and adjusted by the National Geodetic Survey in 1992..
 GS0296.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GS0296.rate of 1.1 thru 2.0 mm/km.
 GS0296
 GS0296.The geoid height was determined by GEOID03.
 GS0296
 GS0296.The dynamic height is computed by dividing the NAVD 88
 GS0296.geopotential number by the normal gravity value computed on the
 GS0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0296.degrees latitude (g = 980.6199 gals.).
 GS0296
 GS0296.The modeled gravity was interpolated from observed gravity values.
 GS0296
 GS0296;                    North         East    Units  Estimated Accuracy
 GS0296;SPC NV C     - 6,239,370.      492,010.      MT  (+/- 180 meters Scaled)
 GS0296
 GS0296                          SUPERSEDED SURVEY CONTROL
 GS0296
 GS0296  NGVD 29 (??/??/??) 1001.068  (m)         3284.34   (f) ADJUSTED    1 2
 GS0296
 GS0296.Superseded values are not recommended for survey control.
 GS0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0296.See file dsdata.txt to determine how the superseded data were derived.
 GS0296
 GS0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA217846(NAD 83)
 GS0296_MARKER: DB = BENCH MARK DISK
 GS0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0296+STABILITY: SURFACE MOTION
 GS0296
 GS0296  HISTORY     - Date     Condition        Report By
 GS0296  HISTORY     - UNK      MONUMENTED       CGS
 GS0296  HISTORY     - 1952     GOOD             NGS
 GS0296  HISTORY     - 1983     MARK NOT FOUND   NGS
 GS0296
 GS0296                          STATION DESCRIPTION
 GS0296
 GS0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GS0296'AT BEATTY.
 GS0296'AT BEATTY, 55 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 GS0296'95, 34 FEET NORTHWEST OF THE CENTER LINE OF AN OILED ROAD LEADING
 GS0296'SOUTHWEST, 15.4 FEET SOUTHWEST OF THE EAST CORNER OF THE ZUG
 GS0296'BROTHERS BUILDING AND SUPPLY COMPANY BUILDING, 1.8 FEET SOUTHEAST
 GS0296'OF THE SOUTHEAST WALL OF THE BUILDING, SET IN THE TOP OF A
 GS0296'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS
 GS0296'MARK WAS NOT LEVELED OVER BY THIS PARTY.
 GS0296
 GS0296                          STATION RECOVERY (1983)
 GS0296
 GS0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0296'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0241 ***********************************************************************
 LS0241  DESIGNATION -  M 16
 LS0241  PID         -  LS0241
 LS0241  STATE/COUNTY-  NV/PERSHING
 LS0241  USGS QUAD   -  LOVELOCK (1987)
 LS0241
 LS0241                         *CURRENT SURVEY CONTROL
 LS0241  ___________________________________________________________________
 LS0241* NAD 83(1986)-  40 08 37.     (N)    118 28 32.     (W)     SCALED    
 LS0241* NAVD 88     -      1205.650  (meters)    3955.54   (feet)  ADJUSTED  
 LS0241  ___________________________________________________________________
 LS0241  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 LS0241  DYNAMIC HT  -        1204.682 (meters)    3952.36  (feet)  COMP
 LS0241  MODELED GRAV-     979,781.1   (mgal)                       NAVD 88
 LS0241
 LS0241  VERT ORDER  -  SECOND    CLASS 0
 LS0241
 LS0241.The horizontal coordinates were scaled from a topographic map and have
 LS0241.an estimated accuracy of +/- 6 seconds.
 LS0241
 LS0241.The orthometric height was determined by differential leveling
 LS0241.and adjusted by the National Geodetic Survey in June 1991..
 LS0241
 LS0241.The geoid height was determined by GEOID03.
 LS0241
 LS0241.The dynamic height is computed by dividing the NAVD 88
 LS0241.geopotential number by the normal gravity value computed on the
 LS0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0241.degrees latitude (g = 980.6199 gals.).
 LS0241
 LS0241.The modeled gravity was interpolated from observed gravity values.
 LS0241
 LS0241;                    North         East    Units  Estimated Accuracy
 LS0241;SPC NV W     - 4,598,560.      809,180.      MT  (+/- 180 meters Scaled)
 LS0241
 LS0241                          SUPERSEDED SURVEY CONTROL
 LS0241
 LS0241  NGVD 29 (??/??/92) 1204.71   (m)         3952.5    (f) COMPUTED    2 0
 LS0241
 LS0241.Superseded values are not recommended for survey control.
 LS0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0241.See file dsdata.txt to determine how the superseded data were derived.
 LS0241
 LS0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE743447(NAD 83)
 LS0241_MARKER: DD = SURVEY DISK
 LS0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0241_SP_SET: CULVERT
 LS0241_STAMPING: M - 16 1947
 LS0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0241
 LS0241  HISTORY     - Date     Condition        Report By
 LS0241  HISTORY     - 1947     MONUMENTED       BOR
 LS0241  HISTORY     - 1951     GOOD             NGS
 LS0241
 LS0241                          STATION DESCRIPTION
 LS0241
 LS0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0241'2.5 MI S FROM LOVELOCK.
 LS0241'2.5 MILES SOUTH ALONG A PAVED ROAD ON THE EAST SIDE OF THE TRACKS FROM
 LS0241'THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT LOVELOCK, AT THE T
 LS0241'JUNCTION OF A NORTH AND SOUTH ROAD AND A ROAD LEADING WEST, IN THE TOP
 LS0241'OF THE CENTER OF THE EAST CONCRETE HEADWALL OF A BRIDGE OVER AN
 LS0241'IRRIGATION CANAL, 65 FEET NORTHEAST AND ACROSS THE ROAD FROM A LARGE
 LS0241'COTTONWOOD TREE, 29 FEET SOUTHEAST OF THE CENTER OF THE T JUNCTION, 13
 LS0241'1/2 FEET EAST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, AND SET
 LS0241'3.2 FEET SOUTH OF THE NORTH END OF THE WEST CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0072 ***********************************************************************
 GR0072  DESIGNATION -  M 160
 GR0072  PID         -  GR0072
 GR0072  STATE/COUNTY-  NV/CLARK
 GR0072  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0072
 GR0072                         *CURRENT SURVEY CONTROL
 GR0072  ___________________________________________________________________
 GR0072* NAD 83(1986)-  36 45 09.     (N)    114 13 43.     (W)     SCALED    
 GR0072* NAVD 88     -       502.472  (meters)    1648.53   (feet)  ADJUSTED  
 GR0072  ___________________________________________________________________
 GR0072  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GR0072  DYNAMIC HT  -         501.986 (meters)    1646.93  (feet)  COMP
 GR0072  MODELED GRAV-     979,650.0   (mgal)                       NAVD 88
 GR0072  OBS GRAVITY -     979,648.5   (mgal)                       GRAV_OBS
 GR0072
 GR0072  VERT ORDER  -  FIRST     CLASS I
 GR0072
 GR0072.The horizontal coordinates were scaled from a topographic map and have
 GR0072.an estimated accuracy of +/- 6 seconds.
 GR0072
 GR0072.The orthometric height was determined by differential leveling
 GR0072.and adjusted by the National Geodetic Survey in June 1991..
 GR0072
 GR0072.The geoid height was determined by GEOID03.
 GR0072
 GR0072.The dynamic height is computed by dividing the NAVD 88
 GR0072.geopotential number by the normal gravity value computed on the
 GR0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0072.degrees latitude (g = 980.6199 gals.).
 GR0072
 GR0072.The modeled gravity was interpolated from observed gravity values.
 GR0072.The observed gravity was obtained from relative gravimeter ties
 GR0072.to the IGSN71 gravity network.
 GR0072
 GR0072;                    North         East    Units  Estimated Accuracy
 GR0072;SPC NV E     - 8,223,020.      320,970.      MT  (+/- 180 meters Scaled)
 GR0072
 GR0072                          SUPERSEDED SURVEY CONTROL
 GR0072
 GR0072  NGVD 29 (??/??/92)  501.784  (m)         1646.27   (f) ADJ UNCH    1 1
 GR0072
 GR0072.Superseded values are not recommended for survey control.
 GR0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0072.See file dsdata.txt to determine how the superseded data were derived.
 GR0072
 GR0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA474709(NAD 83)
 GR0072_MARKER: DB = BENCH MARK DISK
 GR0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0072_STAMPING: M 160 1935
 GR0072_MARK LOGO: CGS   
 GR0072_PROJECTION: PROJECTING 12 CENTIMETERS
 GR0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0072+STABILITY: SURFACE MOTION
 GR0072
 GR0072  HISTORY     - Date     Condition        Report By
 GR0072  HISTORY     - 1935     MONUMENTED       CGS
 GR0072  HISTORY     - 1957     GOOD             NGS
 GR0072  HISTORY     - 1982     GOOD             NGS
 GR0072  HISTORY     - 1982     GOOD             NGS
 GR0072  HISTORY     - 19951007 GOOD             USPSQD
 GR0072
 GR0072                          STATION DESCRIPTION
 GR0072
 GR0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0072'11.65 MI SW FROM MESQUITE.
 GR0072'10.15 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0072'MESQUITE, THENCE SOUTH 1 MILE ON RIVERSIDE ROAD TO JUNCTION OF
 GR0072'ABANDONED HIGHWAY 91, THENCE SOUTH AND SOUTHEAST 0.5 MILE TO MARK,
 GR0072'50.4 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 2.4 FEET SOUTHEAST OF
 GR0072'CONCRETE WITNESS POST.  SET IN TOP OF SQUARE CONCRETE POST PROJECTING
 GR0072'6 INCHES.
 GR0072
 GR0072                          STATION RECOVERY (1982)
 GR0072
 GR0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0072'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0072'12.0 KM (7.5 MI) SOUTHWEST ALONG STATE HIGHWAY 170 FROM THE JUNCTION
 GR0072'OF MAIN STREET IN BUNKERVILLE, 2.3 KM (1.45 MI) SOUTH OF THE JUNCTION
 GR0072'OF INTERSTATE 15, 2.2 KM (1.35 MI) NORTH OF THE NORTH END OF THE
 GR0072'BRIDGE OVER THE VIRGIN RIVER, AT THE SOUTHEAST END OF A CURVE, 15.4
 GR0072'METERS (50.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.7 METER (2.5
 GR0072'FT) SOUTHEAST OF A 5 INCH TRIANGULAR SHAPED CONCRETE POST.
 GR0072'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 GR0072'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GR0072
 GR0072                          STATION RECOVERY (1982)
 GR0072
 GR0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0072'RECOVERED IN GOOD CONDITION.
 GR0072
 GR0072                          STATION RECOVERY (1995)
 GR0072
 GR0072'RECOVERY NOTE BY US POWER SQUADRON 1995
 GR0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0703 ***********************************************************************
 GR0703  DESIGNATION -  M 161
 GR0703  PID         -  GR0703
 GR0703  STATE/COUNTY-  NV/CLARK
 GR0703  USGS QUAD   -  UTE (1983)
 GR0703
 GR0703                         *CURRENT SURVEY CONTROL
 GR0703  ___________________________________________________________________
 GR0703* NAD 83(1986)-  36 32 17.     (N)    114 43 59.     (W)     SCALED    
 GR0703* NAVD 88     -       603.095  (meters)    1978.65   (feet)  ADJUSTED  
 GR0703  ___________________________________________________________________
 GR0703  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 GR0703  DYNAMIC HT  -         602.497 (meters)    1976.69  (feet)  COMP
 GR0703  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 GR0703
 GR0703  VERT ORDER  -  FIRST     CLASS I
 GR0703
 GR0703.The horizontal coordinates were scaled from a topographic map and have
 GR0703.an estimated accuracy of +/- 6 seconds.
 GR0703
 GR0703.The orthometric height was determined by differential leveling
 GR0703.and adjusted by the National Geodetic Survey in June 1991..
 GR0703.WARNING-Repeat measurements at this control monument indicate possible
 GR0703.vertical movement.
 GR0703
 GR0703.The geoid height was determined by GEOID03.
 GR0703
 GR0703.The dynamic height is computed by dividing the NAVD 88
 GR0703.geopotential number by the normal gravity value computed on the
 GR0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0703.degrees latitude (g = 980.6199 gals.).
 GR0703
 GR0703.The modeled gravity was interpolated from observed gravity values.
 GR0703
 GR0703;                    North         East    Units  Estimated Accuracy
 GR0703;SPC NV E     - 8,198,710.      276,130.      MT  (+/- 180 meters Scaled)
 GR0703
 GR0703                          SUPERSEDED SURVEY CONTROL
 GR0703
 GR0703  NGVD 29 (??/??/92)  602.404  (m)         1976.39   (f) ADJ UNCH    1 1
 GR0703
 GR0703.Superseded values are not recommended for survey control.
 GR0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0703.See file dsdata.txt to determine how the superseded data were derived.
 GR0703
 GR0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA029460(NAD 83)
 GR0703_MARKER: DB = BENCH MARK DISK
 GR0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0703_STAMPING: M 161 1935
 GR0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0703+STABILITY: SURFACE MOTION
 GR0703
 GR0703  HISTORY     - Date     Condition        Report By
 GR0703  HISTORY     - 1935     MONUMENTED       CGS
 GR0703  HISTORY     - 1949     GOOD             NGS
 GR0703  HISTORY     - 1963     GOOD             NGS
 GR0703  HISTORY     - 1982     GOOD             NGS
 GR0703
 GR0703                          STATION DESCRIPTION
 GR0703
 GR0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0703'11.6 MI SW FROM MOAPA.
 GR0703'11.6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0703'AT MOAPA, ACROSS THE TRACKS FROM MILEPOLE 371 1/2, IN LINE WITH A ROW
 GR0703'OF TELEPHONE POLES AND ABOUT MIDWAY BETWEEN TWO POLES, 13 1/2 RAILS
 GR0703'SOUTH OF CONCRETE CULVERT 371.62, 42.8 FEET EAST OF THE EAST RAIL, 3.3
 GR0703'FEET NORTH OF A CONCRETE WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 GR0703'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 GR0703'THE GROUND.
 GR0703
 GR0703                          STATION RECOVERY (1963)
 GR0703
 GR0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0703'RECOVERED IN GOOD CONDITION.
 GR0703
 GR0703                          STATION RECOVERY (1982)
 GR0703
 GR0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0754 ***********************************************************************
 GR0754  DESIGNATION -  M 162
 GR0754  PID         -  GR0754
 GR0754  STATE/COUNTY-  NV/LINCOLN
 GR0754  USGS QUAD   -  FARRIER (1969)
 GR0754
 GR0754                         *CURRENT SURVEY CONTROL
 GR0754  ___________________________________________________________________
 GR0754* NAD 83(1986)-  36 51 30.     (N)    114 39 57.     (W)     SCALED    
 GR0754* NAVD 88     -       562.329  (meters)    1844.91   (feet)  ADJUSTED  
 GR0754  ___________________________________________________________________
 GR0754  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 GR0754  DYNAMIC HT  -         561.795 (meters)    1843.16  (feet)  COMP
 GR0754  MODELED GRAV-     979,664.5   (mgal)                       NAVD 88
 GR0754
 GR0754  VERT ORDER  -  FIRST     CLASS I
 GR0754
 GR0754.The horizontal coordinates were scaled from a topographic map and have
 GR0754.an estimated accuracy of +/- 6 seconds.
 GR0754
 GR0754.The orthometric height was determined by differential leveling
 GR0754.and adjusted by the National Geodetic Survey in June 1991..
 GR0754
 GR0754.The geoid height was determined by GEOID03.
 GR0754
 GR0754.The dynamic height is computed by dividing the NAVD 88
 GR0754.geopotential number by the normal gravity value computed on the
 GR0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0754.degrees latitude (g = 980.6199 gals.).
 GR0754
 GR0754.The modeled gravity was interpolated from observed gravity values.
 GR0754
 GR0754;                    North         East    Units  Estimated Accuracy
 GR0754;SPC NV E     - 8,234,300.      281,810.      MT  (+/- 180 meters Scaled)
 GR0754
 GR0754                          SUPERSEDED SURVEY CONTROL
 GR0754
 GR0754  NGVD 29 (??/??/92)  561.651  (m)         1842.68   (f) ADJ UNCH    1 1
 GR0754
 GR0754.Superseded values are not recommended for survey control.
 GR0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0754.See file dsdata.txt to determine how the superseded data were derived.
 GR0754
 GR0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA080817(NAD 83)
 GR0754_MARKER: DB = BENCH MARK DISK
 GR0754_SETTING: 80 = SET IN A BOULDER
 GR0754_SP_SET: BOULDER
 GR0754_STAMPING: M 162 1935
 GR0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0754+STABILITY: SURFACE MOTION
 GR0754
 GR0754  HISTORY     - Date     Condition        Report By
 GR0754  HISTORY     - 1935     MONUMENTED       CGS
 GR0754  HISTORY     - 1949     GOOD             NGS
 GR0754  HISTORY     - 1963     GOOD             NGS
 GR0754
 GR0754                          STATION DESCRIPTION
 GR0754
 GR0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0754'13.6 MI N FROM MOAPA.
 GR0754'13.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0754'MOAPA, AT THE NORTH END OF A LARGE FLAT, 49 FEET NORTH OF THE 11TH
 GR0754'POLE NORTH OF MILEPOLE 396, 6 RAILS SOUTH OF BLOCK SIGNAL 3964, IN THE
 GR0754'TOP OF THE NORTH EDGE OF A LARGE BOULDER PROJECTING 2 FEET ABOVE THE
 GR0754'GROUND, 40.0 FEET EAST OF THE EAST RAIL, 9.1 FEET WEST OF A
 GR0754'RIGHT-OF-WAY FENCE, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 GR0754
 GR0754                          STATION RECOVERY (1963)
 GR0754
 GR0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0277 ***********************************************************************
 GR0277  DESIGNATION -  M 163
 GR0277  PID         -  GR0277
 GR0277  STATE/COUNTY-  NV/CLARK
 GR0277  USGS QUAD   -  OVERTON BEACH (1983)
 GR0277
 GR0277                         *CURRENT SURVEY CONTROL
 GR0277  ___________________________________________________________________
 GR0277* NAD 83(1986)-  36 28 31.     (N)    114 19 10.     (W)     SCALED    
 GR0277* NAVD 88     -       426.423  (meters)    1399.02   (feet)  POSTED    
 GR0277  ___________________________________________________________________
 GR0277  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 GR0277  DYNAMIC HT  -         426.010 (meters)    1397.67  (feet)  COMP
 GR0277  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 GR0277
 GR0277  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0277
 GR0277.The horizontal coordinates were scaled from a topographic map and have
 GR0277.an estimated accuracy of +/- 6 seconds.
 GR0277
 GR0277.The orthometric height was determined by differential leveling
 GR0277.and adjusted by the National Geodetic Survey in 1992..
 GR0277.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0277.rate of 1.1 thru 2.0 mm/km.
 GR0277
 GR0277.The geoid height was determined by GEOID03.
 GR0277
 GR0277.The dynamic height is computed by dividing the NAVD 88
 GR0277.geopotential number by the normal gravity value computed on the
 GR0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0277.degrees latitude (g = 980.6199 gals.).
 GR0277
 GR0277.The modeled gravity was interpolated from observed gravity values.
 GR0277
 GR0277;                    North         East    Units  Estimated Accuracy
 GR0277;SPC NV E     - 8,192,150.      313,260.      MT  (+/- 180 meters Scaled)
 GR0277
 GR0277                          SUPERSEDED SURVEY CONTROL
 GR0277
 GR0277  NGVD 29 (??/??/92)  425.770  (m)         1396.88   (f) ADJ UNCH    1 1
 GR0277
 GR0277.Superseded values are not recommended for survey control.
 GR0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0277.See file dsdata.txt to determine how the superseded data were derived.
 GR0277
 GR0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA401400(NAD 83)
 GR0277_MARKER: DB = BENCH MARK DISK
 GR0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0277_STAMPING: M 163 1935
 GR0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0277+STABILITY: SURFACE MOTION
 GR0277
 GR0277  HISTORY     - Date     Condition        Report By
 GR0277  HISTORY     - 1935     MONUMENTED       CGS
 GR0277  HISTORY     - 1950     GOOD             NGS
 GR0277
 GR0277                          STATION DESCRIPTION
 GR0277
 GR0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0277'39.5 MI S FROM RIVERSIDE.
 GR0277'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0277'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0277'THENCE 12.4 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCE FERRY
 GR0277'ROAD, ON THE TOP OF A MESA, ABOUT 0.2 MILE EAST OF THE WEST EDGE, 42
 GR0277'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 4.0 FEET SOUTH OF A
 GR0277'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 GR0277'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0014 ***********************************************************************
 GR0014  DESIGNATION -  M 164
 GR0014  PID         -  GR0014
 GR0014  STATE/COUNTY-  NV/CLARK
 GR0014  USGS QUAD   -  OVERTON (1983)
 GR0014
 GR0014                         *CURRENT SURVEY CONTROL
 GR0014  ___________________________________________________________________
 GR0014* NAD 83(1986)-  36 33 39.     (N)    114 23 36.     (W)     SCALED    
 GR0014* NAVD 88     -       568.472  (meters)    1865.06   (feet)  POSTED    
 GR0014  ___________________________________________________________________
 GR0014  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GR0014  DYNAMIC HT  -         567.910 (meters)    1863.22  (feet)  COMP
 GR0014  MODELED GRAV-     979,621.8   (mgal)                       NAVD 88
 GR0014
 GR0014  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0014
 GR0014.The horizontal coordinates were scaled from a topographic map and have
 GR0014.an estimated accuracy of +/- 6 seconds.
 GR0014
 GR0014.The orthometric height was determined by differential leveling
 GR0014.and adjusted by the National Geodetic Survey in 1992..
 GR0014.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0014.rate of 0.0 thru 1.0 mm/km.
 GR0014
 GR0014.The geoid height was determined by GEOID03.
 GR0014
 GR0014.The dynamic height is computed by dividing the NAVD 88
 GR0014.geopotential number by the normal gravity value computed on the
 GR0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0014.degrees latitude (g = 980.6199 gals.).
 GR0014
 GR0014.The modeled gravity was interpolated from observed gravity values.
 GR0014
 GR0014;                    North         East    Units  Estimated Accuracy
 GR0014;SPC NV E     - 8,201,560.      306,520.      MT  (+/- 180 meters Scaled)
 GR0014
 GR0014                          SUPERSEDED SURVEY CONTROL
 GR0014
 GR0014  NGVD 29 (??/??/92)  567.811  (m)         1862.89   (f) ADJ UNCH    1 1
 GR0014
 GR0014.Superseded values are not recommended for survey control.
 GR0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0014.See file dsdata.txt to determine how the superseded data were derived.
 GR0014
 GR0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA332493(NAD 83)
 GR0014_MARKER: DB = BENCH MARK DISK
 GR0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0014_STAMPING: M 164 1935
 GR0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0014+STABILITY: SURFACE MOTION
 GR0014
 GR0014  HISTORY     - Date     Condition        Report By
 GR0014  HISTORY     - 1935     MONUMENTED       CGS
 GR0014  HISTORY     - 1950     GOOD             NGS
 GR0014  HISTORY     - 1970     GOOD             NGS
 GR0014  HISTORY     - 1979     GOOD             USGS
 GR0014
 GR0014                          STATION DESCRIPTION
 GR0014
 GR0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0014'6.0 MI NE FROM OVERTON.
 GR0014'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT OVERTON,
 GR0014'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3 MILES NORTH
 GR0014'ALONG A GRADED ROAD, THENCE 2.7 MILES NORTHEAST ALONG A TRACK ROAD,
 GR0014'THENCE 1.7 MILES SOUTHEAST ACROSS MORMON MESA, ABOUT 100 YARDS
 GR0014'NORTHEAST OF THE WEST RIM, 16 FEET NORTHEAST OF THE CENTER LINE OF A
 GR0014'DIM TRACK ROAD, 4.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 GR0014'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 GR0014'THE GROUND.
 GR0014
 GR0014                          STATION RECOVERY (1970)
 GR0014
 GR0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GR0014'RECOVERED IN GOOD CONDITION.
 GR0014
 GR0014                          STATION RECOVERY (1979)
 GR0014
 GR0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0014'OVERTON POST OFFICE, 4 MI NORTH AND EAST ALONG ROAD TO MORMON MESA.
 GR0014'THENCE 2 MI SE ALONG TRACK RD ON MORMON MESA, 154 FT E OF TRACK RD, 4
 GR0014'FT SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST.
 GR0014'STANDARD TABLET STAMPED M 164 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0041 ***********************************************************************
 GR0041  DESIGNATION -  M 165
 GR0041  PID         -  GR0041
 GR0041  STATE/COUNTY-  NV/CLARK
 GR0041  USGS QUAD   -  OVERTON (1983)
 GR0041
 GR0041                         *CURRENT SURVEY CONTROL
 GR0041  ___________________________________________________________________
 GR0041* NAD 83(1986)-  36 33 39.     (N)    114 28 03.     (W)     SCALED    
 GR0041* NAVD 88     -       402.212  (meters)    1319.59   (feet)  POSTED    
 GR0041  ___________________________________________________________________
 GR0041  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 GR0041  DYNAMIC HT  -         401.820 (meters)    1318.30  (feet)  COMP
 GR0041  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 GR0041
 GR0041  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0041
 GR0041.The horizontal coordinates were scaled from a topographic map and have
 GR0041.an estimated accuracy of +/- 6 seconds.
 GR0041
 GR0041.The orthometric height was determined by differential leveling
 GR0041.and adjusted by the National Geodetic Survey in 1992..
 GR0041.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0041.rate of 0.0 thru 1.0 mm/km.
 GR0041
 GR0041.The geoid height was determined by GEOID03.
 GR0041
 GR0041.The dynamic height is computed by dividing the NAVD 88
 GR0041.geopotential number by the normal gravity value computed on the
 GR0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0041.degrees latitude (g = 980.6199 gals.).
 GR0041
 GR0041.The modeled gravity was interpolated from observed gravity values.
 GR0041
 GR0041;                    North         East    Units  Estimated Accuracy
 GR0041;SPC NV E     - 8,201,480.      299,880.      MT  (+/- 180 meters Scaled)
 GR0041
 GR0041                          SUPERSEDED SURVEY CONTROL
 GR0041
 GR0041  NGVD 29 (??/??/92)  401.552  (m)         1317.43   (f) ADJ UNCH    1 1
 GR0041
 GR0041.Superseded values are not recommended for survey control.
 GR0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0041.See file dsdata.txt to determine how the superseded data were derived.
 GR0041
 GR0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA266491(NAD 83)
 GR0041_MARKER: DB = BENCH MARK DISK
 GR0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0041_STAMPING: M 165 1935
 GR0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0041+STABILITY: SURFACE MOTION
 GR0041
 GR0041  HISTORY     - Date     Condition        Report By
 GR0041  HISTORY     - 1935     MONUMENTED       CGS
 GR0041  HISTORY     - 1949     GOOD             NGS
 GR0041
 GR0041                          STATION DESCRIPTION
 GR0041
 GR0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0041'1.7 MI NW FROM OVERTON.
 GR0041'1.7 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0041'SIGN AT OVERTON, 0.3 MILE SOUTHEAST OF VIRGIN SIDING, ABOUT 109 YARDS
 GR0041'SOUTHEAST OF MILEPOLE 13, 11 1/2 RAILS NORTHWEST OF TRESTLE 13.12,
 GR0041'27.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 11 1/2 FEET SOUTHWEST OF
 GR0041'THE CENTER LINE OF AN OLD ROAD, 3.2 FEET NORTHEAST OF A CONCRETE
 GR0041'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 GR0041'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0018 ***********************************************************************
 FS0018  DESIGNATION -  M 166
 FS0018  PID         -  FS0018
 FS0018  STATE/COUNTY-  NV/CLARK
 FS0018  USGS QUAD   -  BOULDER CITY NW (1983)
 FS0018
 FS0018                         *CURRENT SURVEY CONTROL
 FS0018  ___________________________________________________________________
 FS0018* NAD 83(1986)-  35 53 51.     (N)    114 55 48.     (W)     SCALED    
 FS0018* NAVD 88     -       522.120  (meters)    1712.99   (feet)  POSTED    
 FS0018  ___________________________________________________________________
 FS0018  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FS0018  DYNAMIC HT  -         521.580 (meters)    1711.22  (feet)  COMP
 FS0018  MODELED GRAV-     979,580.3   (mgal)                       NAVD 88
 FS0018
 FS0018  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0018
 FS0018.The horizontal coordinates were scaled from a topographic map and have
 FS0018.an estimated accuracy of +/- 6 seconds.
 FS0018
 FS0018.The orthometric height was determined by differential leveling
 FS0018.and adjusted by the National Geodetic Survey in 1992..
 FS0018.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0018.rate of 0.0 thru 1.0 mm/km.
 FS0018
 FS0018.The geoid height was determined by GEOID03.
 FS0018
 FS0018.The dynamic height is computed by dividing the NAVD 88
 FS0018.geopotential number by the normal gravity value computed on the
 FS0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0018.degrees latitude (g = 980.6199 gals.).
 FS0018
 FS0018.The modeled gravity was interpolated from observed gravity values.
 FS0018
 FS0018;                    North         East    Units  Estimated Accuracy
 FS0018;SPC NV E     - 8,127,500.      258,980.      MT  (+/- 180 meters Scaled)
 FS0018
 FS0018                          SUPERSEDED SURVEY CONTROL
 FS0018
 FS0018  NGVD 29 (??/??/92)  521.417  (m)         1710.68   (f) ADJ UNCH    1 1
 FS0018
 FS0018.Superseded values are not recommended for survey control.
 FS0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0018.See file dsdata.txt to determine how the superseded data were derived.
 FS0018
 FS0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV868745(NAD 83)
 FS0018_MARKER: DB = BENCH MARK DISK
 FS0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0018_STAMPING: M 166 1935
 FS0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0018+STABILITY: SURFACE MOTION
 FS0018
 FS0018  HISTORY     - Date     Condition        Report By
 FS0018  HISTORY     - 1935     MONUMENTED       CGS
 FS0018  HISTORY     - 1949     GOOD             NGS
 FS0018  HISTORY     - 1963     GOOD             NGS
 FS0018
 FS0018                          STATION DESCRIPTION
 FS0018
 FS0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0018'5.5 MI S FROM ALUNITE.
 FS0018'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE JUNCTION OF U.S.
 FS0018'HIGHWAY 93 AT ALUNITE, THENCE 3.8 MILES SOUTH ALONG OLD ABANDONED
 FS0018'STATE HIGHWAY 5, 0.5 MILE NORTHWEST OF THE INTERSECTION OF U.S.
 FS0018'HIGHWAY 95, AT A POINT WHERE THE OLD HIGHWAY CURVES TO THE EAST
 FS0018'AROUND A DRY LAKE, ABOUT 86 YARDS SOUTHEAST OF A STEEL SIGN
 FS0018'READING WARNING TAKE ROAD TO LEFT IN WET WEATHER, 181 FEET
 FS0018'SOUTHEAST OF TELEPHONE POLE KA-20, 87 FEET SOUTHWEST OF THE
 FS0018'CENTER LINE OF THE HIGHWAY, 2.6 FEET NORTH OF A WITNESS POST,
 FS0018'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 FS0018'THE GROUND.
 FS0018
 FS0018                          STATION RECOVERY (1963)
 FS0018
 FS0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0041 ***********************************************************************
 FS0041  DESIGNATION -  M 167
 FS0041  PID         -  FS0041
 FS0041  STATE/COUNTY-  NV/CLARK
 FS0041  USGS QUAD   -  BOULDER CITY (1983)
 FS0041
 FS0041                         *CURRENT SURVEY CONTROL
 FS0041  ___________________________________________________________________
 FS0041* NAD 83(1986)-  35 58 46.     (N)    114 50 09.     (W)     SCALED    
 FS0041* NAVD 88     -       767.049  (meters)    2516.56   (feet)  POSTED    
 FS0041  ___________________________________________________________________
 FS0041  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FS0041  DYNAMIC HT  -         766.250 (meters)    2513.94  (feet)  COMP
 FS0041  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 FS0041
 FS0041  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FS0041
 FS0041.The horizontal coordinates were scaled from a topographic map and have
 FS0041.an estimated accuracy of +/- 6 seconds.
 FS0041
 FS0041.The orthometric height was determined by differential leveling
 FS0041.and adjusted by the National Geodetic Survey in 1992..
 FS0041.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FS0041.rate of 4.1 thru 8.0 mm/km.
 FS0041
 FS0041.The geoid height was determined by GEOID03.
 FS0041
 FS0041.The dynamic height is computed by dividing the NAVD 88
 FS0041.geopotential number by the normal gravity value computed on the
 FS0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0041.degrees latitude (g = 980.6199 gals.).
 FS0041
 FS0041.The modeled gravity was interpolated from observed gravity values.
 FS0041
 FS0041;                    North         East    Units  Estimated Accuracy
 FS0041;SPC NV E     - 8,136,650.      267,410.      MT  (+/- 180 meters Scaled)
 FS0041
 FS0041                          SUPERSEDED SURVEY CONTROL
 FS0041
 FS0041  NGVD 29 (??/??/92)  766.337  (m)         2514.22   (f) ADJ UNCH    1 1
 FS0041
 FS0041.Superseded values are not recommended for survey control.
 FS0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0041.See file dsdata.txt to determine how the superseded data were derived.
 FS0041
 FS0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV951838(NAD 83)
 FS0041_MARKER: DB = BENCH MARK DISK
 FS0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0041_STAMPING: M 167 1935
 FS0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0041+STABILITY: SURFACE MOTION
 FS0041
 FS0041  HISTORY     - Date     Condition        Report By
 FS0041  HISTORY     - 1935     MONUMENTED       CGS
 FS0041  HISTORY     - 1950     GOOD             NGS
 FS0041  HISTORY     - 1963     GOOD             NGS
 FS0041
 FS0041                          STATION DESCRIPTION
 FS0041
 FS0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0041'AT BOULDER CITY.
 FS0041'AT BOULDER CITY, ABOUT 150 YARDS SOUTH ALONG U.S. HIGHWAY 93
 FS0041'FROM THE U.S. BUREAU OF RECLAMATION ADMINISTRATION OFFICE
 FS0041'BUILDING, AT THE INTERSECTION OF COLORADO STREET, AT THE SOUTHWEST
 FS0041'CORNER OF MEMORIAL PARK, 85 FEET NORTH OF THE CENTER LINE OF
 FS0041'THE STREET, 41.4 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 FS0041'14.1 FEET SOUTHEAST OF A STREET LAMP POST, 9.3 FEET EAST OF THE
 FS0041'EAST CURB OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 FS0041'IN THE TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND.
 FS0041
 FS0041                          STATION RECOVERY (1963)
 FS0041
 FS0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0456 ***********************************************************************
 GR0456  DESIGNATION -  M 168
 GR0456  PID         -  GR0456
 GR0456  STATE/COUNTY-  NV/CLARK
 GR0456  USGS QUAD   -  GOVERNMENT WASH (1970)
 GR0456
 GR0456                         *CURRENT SURVEY CONTROL
 GR0456  ___________________________________________________________________
 GR0456* NAD 83(1986)-  36 13 55.     (N)    114 46 16.     (W)     SCALED    
 GR0456* NAVD 88     -       738.209  (meters)    2421.94   (feet)  POSTED    
 GR0456  ___________________________________________________________________
 GR0456  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 GR0456  DYNAMIC HT  -         737.460 (meters)    2419.48  (feet)  COMP
 GR0456  MODELED GRAV-     979,598.3   (mgal)                       NAVD 88
 GR0456
 GR0456  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0456
 GR0456.The horizontal coordinates were scaled from a topographic map and have
 GR0456.an estimated accuracy of +/- 6 seconds.
 GR0456
 GR0456.The orthometric height was determined by differential leveling
 GR0456.and adjusted by the National Geodetic Survey in 1992..
 GR0456.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0456.rate of 0.0 thru 1.0 mm/km.
 GR0456
 GR0456.The geoid height was determined by GEOID03.
 GR0456
 GR0456.The dynamic height is computed by dividing the NAVD 88
 GR0456.geopotential number by the normal gravity value computed on the
 GR0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0456.degrees latitude (g = 980.6199 gals.).
 GR0456
 GR0456.The modeled gravity was interpolated from observed gravity values.
 GR0456
 GR0456;                    North         East    Units  Estimated Accuracy
 GR0456;SPC NV E     - 8,164,710.      273,010.      MT  (+/- 180 meters Scaled)
 GR0456
 GR0456                          SUPERSEDED SURVEY CONTROL
 GR0456
 GR0456  NGVD 29 (??/??/92)  737.512  (m)         2419.65   (f) ADJ UNCH    1 1
 GR0456
 GR0456.Superseded values are not recommended for survey control.
 GR0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0456.See file dsdata.txt to determine how the superseded data were derived.
 GR0456
 GR0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA003119(NAD 83)
 GR0456_MARKER: DB = BENCH MARK DISK
 GR0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0456_STAMPING: M 168 1935
 GR0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0456+STABILITY: SURFACE MOTION
 GR0456
 GR0456  HISTORY     - Date     Condition        Report By
 GR0456  HISTORY     - 1935     MONUMENTED       CGS
 GR0456  HISTORY     - 1963     GOOD             NGS
 GR0456
 GR0456                          STATION DESCRIPTION
 GR0456
 GR0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0456'17.3 MI SE FROM APEX SIDING.
 GR0456'9.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM APEX SIDING, THENCE 7.7
 GR0456'MILES EAST ALONG A TRACK ROAD, 0.1 MILE NORTHEAST OF A POINT WHERE THE
 GR0456'ROAD BEGINS ASCENDING A STEEP GRADE OUT OF A WASH, 128 FEET WEST OF
 GR0456'AND ACROSS THE ROAD FROM A STEEL SIGN, 46 FEET SOUTH OF THE
 GR0456'APPROXIMATE CENTER OF A WASH, 30 FEET NORTH OF THE CENTER LINE OF THE
 GR0456'ROAD, 2.6 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 GR0456'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 GR0456'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1113 ***********************************************************************
 GR1113  DESIGNATION -  M 169
 GR1113  PID         -  GR1113
 GR1113  STATE/COUNTY-  NV/CLARK
 GR1113  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1113
 GR1113                         *CURRENT SURVEY CONTROL
 GR1113  ___________________________________________________________________
 GR1113* NAD 83(1986)-  36 10 37.     (N)    115 09 40.     (W)     SCALED    
 GR1113* NAVD 88     -       627.13   (+/-2cm)    2057.5    (feet)  VERTCON   
 GR1113  ___________________________________________________________________
 GR1113  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1113
 GR1113  VERT ORDER  -  FIRST     CLASS I (See Below)
 GR1113
 GR1113.The horizontal coordinates were scaled from a topographic map and have
 GR1113.an estimated accuracy of +/- 6 seconds.
 GR1113
 GR1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1113.The vertical order pertains to the NGVD 29 superseded value.
 GR1113
 GR1113.The geoid height was determined by GEOID03.
 GR1113
 GR1113;                    North         East    Units  Estimated Accuracy
 GR1113;SPC NV E     - 8,158,390.      237,980.      MT  (+/- 180 meters Scaled)
 GR1113
 GR1113                          SUPERSEDED SURVEY CONTROL
 GR1113
 GR1113  NGVD 29 (??/??/92)  626.509  (m)         2055.47   (f) ADJ UNCH    1 1
 GR1113
 GR1113.Superseded values are not recommended for survey control.
 GR1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1113.See file dsdata.txt to determine how the superseded data were derived.
 GR1113
 GR1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA653051(NAD 83)
 GR1113_MARKER: DB = BENCH MARK DISK
 GR1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1113+STABILITY: SURFACE MOTION
 GR1113
 GR1113  HISTORY     - Date     Condition        Report By
 GR1113  HISTORY     - UNK      MONUMENTED       CGS
 GR1113  HISTORY     - 1963     MARK NOT FOUND   NGS
 GR1113  HISTORY     - 1980     MARK NOT FOUND   NGS
 GR1113
 GR1113                          STATION DESCRIPTION
 GR1113
 GR1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1113'1.5 MI NW FROM LAS VEGAS.
 GR1113'1.5 MILES NORTHWEST ALONG U. S. HIGHWAY 95 FROM THE UNION PACIFIC
 GR1113'RAILROAD STATION AT LAS VEGAS, AT THE T JUNCTION OF A PRIVATE DRIVE
 GR1113'LEADING SOUTH, 47 FEET WEST OF THE CENTERLINE OF THE DRIVE, 35.2 FEET
 GR1113'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 34 FEET WEST OF POWER LINE
 GR1113'POLE 32, 19 FEET WEST OF THE EAST END OF A FENCE, 2.2 FEET WEST OF A
 GR1113'WITNESS POST, 1.0 FOOT NORTH OF A FENCE, ABOUT 1 FOOT LOWER THAN THE
 GR1113'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 GR1113'ABOVE THE GROUND.
 GR1113
 GR1113                          STATION RECOVERY (1980)
 GR1113
 GR1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1113'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THIS MARK IS BELIEVED
 GR1113'DESTROYED DURING CONSTRUCTION OF A SEARS SERVICE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1246 ***********************************************************************
 GR1246  DESIGNATION -  M 17
 GR1246  PID         -  GR1246
 GR1246  STATE/COUNTY-  NV/CLARK
 GR1246  USGS QUAD   -  NIAVI WASH (1984)
 GR1246
 GR1246                         *CURRENT SURVEY CONTROL
 GR1246  ___________________________________________________________________
 GR1246* NAD 83(1986)-  36 34 46.     (N)    115 53 31.     (W)     SCALED    
 GR1246* NAVD 88     -      1090.539  (meters)    3577.88   (feet)  ADJUSTED  
 GR1246  ___________________________________________________________________
 GR1246  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 GR1246  DYNAMIC HT  -        1089.364 (meters)    3574.02  (feet)  COMP
 GR1246  MODELED GRAV-     979,517.2   (mgal)                       NAVD 88
 GR1246
 GR1246  VERT ORDER  -  FIRST     CLASS II
 GR1246
 GR1246.The horizontal coordinates were scaled from a topographic map and have
 GR1246.an estimated accuracy of +/- 6 seconds.
 GR1246
 GR1246.The orthometric height was determined by differential leveling
 GR1246.and adjusted by the National Geodetic Survey in June 1991..
 GR1246
 GR1246.The geoid height was determined by GEOID03.
 GR1246
 GR1246.The dynamic height is computed by dividing the NAVD 88
 GR1246.geopotential number by the normal gravity value computed on the
 GR1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1246.degrees latitude (g = 980.6199 gals.).
 GR1246
 GR1246.The modeled gravity was interpolated from observed gravity values.
 GR1246
 GR1246;                    North         East    Units  Estimated Accuracy
 GR1246;SPC NV E     - 8,203,010.      172,380.      MT  (+/- 180 meters Scaled)
 GR1246
 GR1246                          SUPERSEDED SURVEY CONTROL
 GR1246
 GR1246  NGVD 29 (05/01/91) 1089.703  (m)         3575.13   (f) ADJUSTED    1 2
 GR1246
 GR1246.Superseded values are not recommended for survey control.
 GR1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1246.See file dsdata.txt to determine how the superseded data were derived.
 GR1246
 GR1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA991487(NAD 83)
 GR1246_MARKER: P = PIPE CAP
 GR1246_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1246_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1246_STAMPING: 3575.072 B 102 1907
 GR1246_MARK LOGO: USGS  
 GR1246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1246
 GR1246  HISTORY     - Date     Condition        Report By
 GR1246  HISTORY     - 1907     MONUMENTED       USGS
 GR1246  HISTORY     - 1946     GOOD             NGS
 GR1246  HISTORY     - 1983     GOOD             NGS
 GR1246
 GR1246                          STATION DESCRIPTION
 GR1246
 GR1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 GR1246'12.5 MI W FROM INDIAN SPRINGS.
 GR1246'12.5 MILES WEST ALONG U.S. HIGHWAY 95 FROM INDIAN SPRINGS, 0.2 MILES
 GR1246'EAST OF THE CLARK-NYE COUNTY LINE, AND 45 FEET NORTH OF THE CENTERLINE
 GR1246'OF THE HIGHWAY.  A US GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3575.072
 GR1246'B 102 1907 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 GR1246'3 FEET ABOVE GROUND.
 GR1246
 GR1246                          STATION RECOVERY (1983)
 GR1246
 GR1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR1246'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR1246'20.1 KM (12.55 MI) WEST ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 GR1246'INDIAN SPRINGS, 0.33 KM (0.2 MI) SOUTHEAST OF THE CLARK-NYE COUNTY
 GR1246'LINE, 0.1 KM (0.05 MI) SOUTHEAST OF MILEPOST 132, 12.3 METERS (40.5
 GR1246'FT) NORTHEAST OF THE EAST BOUND CENTERLINE, 20.9 METERS (68.5 FT)
 GR1246'SOUTHWEST OF THE NORTH BOUND CENTERLINE.NOTE--PIPE PROJECTS 46 CM
 GR1246'ABOVE THE GROUND,DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1247 ***********************************************************************
 GR1247  DESIGNATION -  M 17 RESET
 GR1247  PID         -  GR1247
 GR1247  STATE/COUNTY-  NV/NYE
 GR1247  USGS QUAD   -  NIAVI WASH (1984)
 GR1247
 GR1247                         *CURRENT SURVEY CONTROL
 GR1247  ___________________________________________________________________
 GR1247* NAD 83(1986)-  36 34 48.     (N)    115 53 29.     (W)     SCALED    
 GR1247* NAVD 88     -      1088.80   (meters)    3572.2    (feet)  RESET     
 GR1247  ___________________________________________________________________
 GR1247  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 GR1247
 GR1247  VERT ORDER  -  THIRD
 GR1247
 GR1247.The horizontal coordinates were scaled from a topographic map and have
 GR1247.an estimated accuracy of +/- 6 seconds.
 GR1247
 GR1247.The orthometric height was computed from unverified reset data.
 GR1247
 GR1247.The geoid height was determined by GEOID03.
 GR1247
 GR1247;                    North         East    Units  Estimated Accuracy
 GR1247;SPC NV C     - 6,203,300.      569,380.      MT  (+/- 180 meters Scaled)
 GR1247
 GR1247                          SUPERSEDED SURVEY CONTROL
 GR1247
 GR1247.No superseded survey control is available for this station.
 GR1247
 GR1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA991488(NAD 83)
 GR1247_MARKER: P = PIPE CAP
 GR1247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1247_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1247_STAMPING: M 17 RESET 1963
 GR1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1247
 GR1247  HISTORY     - Date     Condition        Report By
 GR1247  HISTORY     - 1963     MONUMENTED       NVDH
 GR1247  HISTORY     - 1966     GOOD             NVDH
 GR1247
 GR1247                          STATION DESCRIPTION
 GR1247
 GR1247'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1966
 GR1247'12.5 MI W FROM INDIAN SPRINGS.
 GR1247'ABOUT 12.5 MILES WEST ALONG U.S. HIGHWAY 95 FROM INDIAN SPRINGS, ABOUT
 GR1247'0.2 MILE EAST OF THE CLARK-NYE COUNTY LINE, 48 FEET NORTH OF THE
 GR1247'CENTER LINE OF THE HIGHWAY, 265 FEET NORTHEAST FROM A U.S. GEOLOGICAL
 GR1247'SURVEY STANDARD CAP STAMPED 3575.072 B 102 1907.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0873 ***********************************************************************
 FS0873  DESIGNATION -  M 170
 FS0873  PID         -  FS0873
 FS0873  STATE/COUNTY-  NV/CLARK
 FS0873  USGS QUAD   -  SLOAN (1989)
 FS0873
 FS0873                         *CURRENT SURVEY CONTROL
 FS0873  ___________________________________________________________________
 FS0873* NAD 83(1986)-  35 56 05.     (N)    115 13 31.     (W)     SCALED    
 FS0873* NAVD 88     -       877.503  (meters)    2878.94   (feet)  POSTED    
 FS0873  ___________________________________________________________________
 FS0873  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FS0873  DYNAMIC HT  -         876.570 (meters)    2875.88  (feet)  COMP
 FS0873  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 FS0873
 FS0873  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0873
 FS0873.The horizontal coordinates were scaled from a topographic map and have
 FS0873.an estimated accuracy of +/- 6 seconds.
 FS0873
 FS0873.The orthometric height was determined by differential leveling
 FS0873.and adjusted by the National Geodetic Survey in 1992..
 FS0873.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0873.rate of 1.1 thru 2.0 mm/km.
 FS0873
 FS0873.The geoid height was determined by GEOID03.
 FS0873
 FS0873.The dynamic height is computed by dividing the NAVD 88
 FS0873.geopotential number by the normal gravity value computed on the
 FS0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0873.degrees latitude (g = 980.6199 gals.).
 FS0873
 FS0873.The modeled gravity was interpolated from observed gravity values.
 FS0873
 FS0873;                    North         East    Units  Estimated Accuracy
 FS0873;SPC NV E     - 8,131,490.      232,310.      MT  (+/- 180 meters Scaled)
 FS0873
 FS0873                          SUPERSEDED SURVEY CONTROL
 FS0873
 FS0873  NGVD 29 (??/??/92)  876.741  (m)         2876.44   (f) ADJ UNCH    1 2
 FS0873
 FS0873.Superseded values are not recommended for survey control.
 FS0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0873.See file dsdata.txt to determine how the superseded data were derived.
 FS0873
 FS0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV600781(NAD 83)
 FS0873_MARKER: DB = BENCH MARK DISK
 FS0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0873_STAMPING: M 170 1935
 FS0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0873+STABILITY: SURFACE MOTION
 FS0873
 FS0873  HISTORY     - Date     Condition        Report By
 FS0873  HISTORY     - 1935     MONUMENTED       CGS
 FS0873  HISTORY     - 1949     GOOD             NGS
 FS0873  HISTORY     - 1960     GOOD             NGS
 FS0873
 FS0873                          STATION DESCRIPTION
 FS0873
 FS0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0873'13.1 MI N FROM JEAN.
 FS0873'13.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0873'AT JEAN, 1.1 MILES SOUTH OF THE STATION AT SLOAN, 21 RAILS SOUTH
 FS0873'OF CONCRETE CULVERT 314.10, 42.8 FEET EAST OF THE EAST RAIL, 5.0
 FS0873'FEET NORTHWEST OF THE FIRST POLE NORTH OF MILE POLE 314, 2.3 FEET
 FS0873'WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET
 FS0873'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 FS0873'GROUND.  NOTE-- SIGNAL POST REFERED TO IN PHOTOSTAT COPY OF
 FS0873'DESCRIPTION DATED NOVEMBER 1940 IS NO LONGER THERE.
 FS0873
 FS0873                          STATION RECOVERY (1960)
 FS0873
 FS0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FS0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0631 ***********************************************************************
 GR0631  DESIGNATION -  M 171
 GR0631  PID         -  GR0631
 GR0631  STATE/COUNTY-  NV/CLARK
 GR0631  USGS QUAD   -  DRY LAKE NW (1986)
 GR0631
 GR0631                         *CURRENT SURVEY CONTROL
 GR0631  ___________________________________________________________________
 GR0631* NAD 83(1986)-  36 22 42.     (N)    114 53 24.     (W)     SCALED    
 GR0631* NAVD 88     -       690.853  (meters)    2266.57   (feet)  ADJUSTED  
 GR0631  ___________________________________________________________________
 GR0631  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 GR0631  DYNAMIC HT  -         690.158 (meters)    2264.29  (feet)  COMP
 GR0631  MODELED GRAV-     979,604.2   (mgal)                       NAVD 88
 GR0631
 GR0631  VERT ORDER  -  FIRST     CLASS I
 GR0631
 GR0631.The horizontal coordinates were scaled from a topographic map and have
 GR0631.an estimated accuracy of +/- 6 seconds.
 GR0631
 GR0631.The orthometric height was determined by differential leveling
 GR0631.and adjusted by the National Geodetic Survey in June 1991..
 GR0631
 GR0631.The geoid height was determined by GEOID03.
 GR0631
 GR0631.The dynamic height is computed by dividing the NAVD 88
 GR0631.geopotential number by the normal gravity value computed on the
 GR0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0631.degrees latitude (g = 980.6199 gals.).
 GR0631
 GR0631.The modeled gravity was interpolated from observed gravity values.
 GR0631
 GR0631;                    North         East    Units  Estimated Accuracy
 GR0631;SPC NV E     - 8,180,870.      262,210.      MT  (+/- 180 meters Scaled)
 GR0631
 GR0631                          SUPERSEDED SURVEY CONTROL
 GR0631
 GR0631  NGVD 29 (??/??/92)  690.121  (m)         2264.17   (f) ADJ UNCH    1 1
 GR0631
 GR0631.Superseded values are not recommended for survey control.
 GR0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0631.See file dsdata.txt to determine how the superseded data were derived.
 GR0631
 GR0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA892279(NAD 83)
 GR0631_MARKER: DB = BENCH MARK DISK
 GR0631_SETTING: 66 = SET IN ROCK OUTCROP
 GR0631_SP_SET: OUTCROP
 GR0631_STAMPING: M 171 1935
 GR0631_MARK LOGO: CGS   
 GR0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0631+STABILITY: POSITION/ELEVATION WELL
 GR0631
 GR0631  HISTORY     - Date     Condition        Report By
 GR0631  HISTORY     - 1935     MONUMENTED       CGS
 GR0631  HISTORY     - 1950     GOOD             NGS
 GR0631  HISTORY     - 1963     GOOD             NGS
 GR0631  HISTORY     - 1981     GOOD             LOCSUR
 GR0631  HISTORY     - 1981     GOOD             LOCSUR
 GR0631  HISTORY     - 1983     GOOD             NGS
 GR0631
 GR0631                          STATION DESCRIPTION
 GR0631
 GR0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0631'22.3 MI NE FROM LAS VEGAS.
 GR0631'22.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0631'AT LAS VEGAS, 15 RAILS NORTH OF CONCRETE CULVERT 355.84, 68 YARDS
 GR0631'SOUTHEAST OF AND ACROSS THE TRACKS FROM MILEPOLE 356, 43 YARDS
 GR0631'SOUTHEAST OF THE GARNET ONE MILE SIGN, IN THE TOP OF AN OUTCROP, 106.0
 GR0631'FEET EAST OF THE EAST RAIL, AND ABOUT 4 FEET HIGHER THAN THE TRACK.
 GR0631
 GR0631                          STATION RECOVERY (1963)
 GR0631
 GR0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0631'RECOVERED IN GOOD CONDITION.
 GR0631
 GR0631                          STATION RECOVERY (1981)
 GR0631
 GR0631'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 GR0631'RECOVERED IN GOOD CONDITION.
 GR0631
 GR0631                          STATION RECOVERY (1981)
 GR0631
 GR0631'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 GR0631'RECOVERED IN GOOD CONDITION.
 GR0631
 GR0631                          STATION RECOVERY (1983)
 GR0631
 GR0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0631'RECOVERED IN GOOD CONDITION. THE 1935 DESCRIPTION IS ADEQUATE.  ADD
 GR0631'19.8 METERS (65 FT) SOUTHEAST OF THE FIRST TELEPHONE POLE SOUTHWEST OF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0488 ***********************************************************************
 GR0488  DESIGNATION -  M 172
 GR0488  PID         -  GR0488
 GR0488  STATE/COUNTY-  NV/CLARK
 GR0488  USGS QUAD   -  BOULDER CANYON (1983)
 GR0488
 GR0488                         *CURRENT SURVEY CONTROL
 GR0488  ___________________________________________________________________
 GR0488* NAD 83(1986)-  36 11 28.     (N)    114 36 31.     (W)     SCALED    
 GR0488* NAVD 88     -       598.504  (meters)    1963.59   (feet)  POSTED    
 GR0488  ___________________________________________________________________
 GR0488  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 GR0488  DYNAMIC HT  -         597.920 (meters)    1961.68  (feet)  COMP
 GR0488  MODELED GRAV-     979,630.4   (mgal)                       NAVD 88
 GR0488
 GR0488  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0488
 GR0488.The horizontal coordinates were scaled from a topographic map and have
 GR0488.an estimated accuracy of +/- 6 seconds.
 GR0488
 GR0488.The orthometric height was determined by differential leveling
 GR0488.and adjusted by the National Geodetic Survey in 1992..
 GR0488.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0488.rate of 0.0 thru 1.0 mm/km.
 GR0488
 GR0488.The geoid height was determined by GEOID03.
 GR0488
 GR0488.The dynamic height is computed by dividing the NAVD 88
 GR0488.geopotential number by the normal gravity value computed on the
 GR0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0488.degrees latitude (g = 980.6199 gals.).
 GR0488
 GR0488.The modeled gravity was interpolated from observed gravity values.
 GR0488
 GR0488;                    North         East    Units  Estimated Accuracy
 GR0488;SPC NV E     - 8,160,320.      287,670.      MT  (+/- 180 meters Scaled)
 GR0488
 GR0488                          SUPERSEDED SURVEY CONTROL
 GR0488
 GR0488  NGVD 29 (??/??/92)  597.814  (m)         1961.33   (f) ADJ UNCH    1 1
 GR0488
 GR0488.Superseded values are not recommended for survey control.
 GR0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0488.See file dsdata.txt to determine how the superseded data were derived.
 GR0488
 GR0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA150077(NAD 83)
 GR0488_MARKER: DB = BENCH MARK DISK
 GR0488_SETTING: 66 = SET IN ROCK OUTCROP
 GR0488_SP_SET: SANDTONE OUTCROP
 GR0488_STAMPING: M 172 1935
 GR0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0488+STABILITY: POSITION/ELEVATION WELL
 GR0488
 GR0488  HISTORY     - Date     Condition        Report By
 GR0488  HISTORY     - 1935     MONUMENTED       CGS
 GR0488  HISTORY     - 1950     GOOD             NGS
 GR0488  HISTORY     - 1963     GOOD             NGS
 GR0488
 GR0488                          STATION DESCRIPTION
 GR0488
 GR0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0488'4.3 MI NW FROM MOUTH OF BOULDER WASH.
 GR0488'4.3 MILES NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0488'WASH, IN A WHITE SANDSTONE OUTCROP ON THE SOUTH SIDE OF THE EAST END
 GR0488'OF A LONG ROCKY RIDGE, 24 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 GR0488'MAIN CHANNEL OF A WASH, 21 FEET SOUTHWEST OF A 15-FOOT-HIGH BOULDER
 GR0488'WHICH IS MARKED BY THE CHISELED LETTERS AND NUMBERS TONY KREAGER
 GR0488'11-24-22 BOULDER CANYON 5 MILES, ABOUT 1/2 FOOT HIGHER THAN THE BED OF
 GR0488'THE WASH, AND MARKED BY THE WHITE PAINTED LETTERS BM.
 GR0488
 GR0488                          STATION RECOVERY (1963)
 GR0488
 GR0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0474 ***********************************************************************
 GR0474  DESIGNATION -  M 173
 GR0474  PID         -  GR0474
 GR0474  STATE/COUNTY-  NV/CLARK
 GR0474  USGS QUAD   -  CALLVILLE BAY (1983)
 GR0474
 GR0474                         *CURRENT SURVEY CONTROL
 GR0474  ___________________________________________________________________
 GR0474* NAD 83(1986)-  36 12 34.     (N)    114 40 10.     (W)     SCALED    
 GR0474* NAVD 88     -       558.203  (meters)    1831.37   (feet)  POSTED    
 GR0474  ___________________________________________________________________
 GR0474  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 GR0474  DYNAMIC HT  -         557.650 (meters)    1829.56  (feet)  COMP
 GR0474  MODELED GRAV-     979,628.7   (mgal)                       NAVD 88
 GR0474
 GR0474  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0474
 GR0474.The horizontal coordinates were scaled from a topographic map and have
 GR0474.an estimated accuracy of +/- 6 seconds.
 GR0474
 GR0474.The orthometric height was determined by differential leveling
 GR0474.and adjusted by the National Geodetic Survey in 1992..
 GR0474.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0474.rate of 0.0 thru 1.0 mm/km.
 GR0474
 GR0474.The geoid height was determined by GEOID03.
 GR0474
 GR0474.The dynamic height is computed by dividing the NAVD 88
 GR0474.geopotential number by the normal gravity value computed on the
 GR0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0474.degrees latitude (g = 980.6199 gals.).
 GR0474
 GR0474.The modeled gravity was interpolated from observed gravity values.
 GR0474
 GR0474;                    North         East    Units  Estimated Accuracy
 GR0474;SPC NV E     - 8,162,300.      282,170.      MT  (+/- 180 meters Scaled)
 GR0474
 GR0474                          SUPERSEDED SURVEY CONTROL
 GR0474
 GR0474  NGVD 29 (??/??/92)  557.519  (m)         1829.13   (f) ADJ UNCH    1 1
 GR0474
 GR0474.Superseded values are not recommended for survey control.
 GR0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0474.See file dsdata.txt to determine how the superseded data were derived.
 GR0474
 GR0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA095096(NAD 83)
 GR0474_MARKER: DB = BENCH MARK DISK
 GR0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0474_STAMPING: M 173 1935
 GR0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0474+STABILITY: SURFACE MOTION
 GR0474
 GR0474  HISTORY     - Date     Condition        Report By
 GR0474  HISTORY     - 1935     MONUMENTED       CGS
 GR0474  HISTORY     - 1950     GOOD             NGS
 GR0474  HISTORY     - 1963     GOOD             NGS
 GR0474  HISTORY     - 1979     GOOD             USGS
 GR0474
 GR0474                          STATION DESCRIPTION
 GR0474
 GR0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0474'9.6 MI NW FROM MOUTH OF BOULDER WASH.
 GR0474'9.6 MILES NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0474'WASH, 50 YARDS NORTHWEST OF AND ACROSS THE ROAD FROM A CAIRN, 48 YARDS
 GR0474'SOUTH OF THE APPROXIMATE CENTER OF THE WEST END OF A LONG LOW GRAVEL
 GR0474'RIDGE, 26 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 22 FEET
 GR0474'SOUTHEAST OF THE APPROXIMATE CENTER OF A SMALL WASH, 3.3 FEET
 GR0474'SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 GR0474'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 GR0474'GROUND.
 GR0474
 GR0474                          STATION RECOVERY (1963)
 GR0474
 GR0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0474'RECOVERED IN GOOD CONDITION.
 GR0474
 GR0474                          STATION RECOVERY (1979)
 GR0474
 GR0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0474'STATE RT. 167 (NORTH SHORE ROAD) AND CALLVILLE WASH. 1.0 MI. NORTH IN
 GR0474'CALLVILLE WASH. THENCE 0.5 MI. EAST ALONG AN ABANDONED ROAD. 150 FT.
 GR0474'NW AND ACROSS THE ROAD FROM A ROCK CAIRN. 26 FT. NORTH OF CENTERLINE
 GR0474'OF OLD ROAD. 3 FT. SE OF A CONCRETE WITNESS POST. A STANDARD USC AND
 GR0474'GS TABLET STAMPED M 173 1935 AND SET IN THE TOP OF A CONCRETE POST
 GR0474'PROJECTING 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0556 ***********************************************************************
 GR0556  DESIGNATION -  M 174
 GR0556  PID         -  GR0556
 GR0556  STATE/COUNTY-  NV/CLARK
 GR0556  USGS QUAD   -  HOOVER DAM (1997)
 GR0556
 GR0556                         *CURRENT SURVEY CONTROL
 GR0556  ___________________________________________________________________
 GR0556* NAD 83(1986)-  36 00 56.     (N)    114 44 21.     (W)     SCALED    
 GR0556* NAVD 88     -       206.370  (meters)     677.07   (feet)  POSTED    
 GR0556  ___________________________________________________________________
 GR0556  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0556  DYNAMIC HT  -         206.170 (meters)     676.41  (feet)  COMP
 GR0556  MODELED GRAV-     979,642.5   (mgal)                       NAVD 88
 GR0556
 GR0556  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0556
 GR0556.The horizontal coordinates were scaled from a topographic map and have
 GR0556.an estimated accuracy of +/- 6 seconds.
 GR0556
 GR0556.The orthometric height was determined by differential leveling
 GR0556.and adjusted by the National Geodetic Survey in 1992..
 GR0556.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0556.rate of 4.1 thru 8.0 mm/km.
 GR0556
 GR0556.The geoid height was determined by GEOID03.
 GR0556
 GR0556.The dynamic height is computed by dividing the NAVD 88
 GR0556.geopotential number by the normal gravity value computed on the
 GR0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0556.degrees latitude (g = 980.6199 gals.).
 GR0556
 GR0556.The modeled gravity was interpolated from observed gravity values.
 GR0556
 GR0556;                    North         East    Units  Estimated Accuracy
 GR0556;SPC NV E     - 8,140,730.      276,090.      MT  (+/- 180 meters Scaled)
 GR0556
 GR0556                          SUPERSEDED SURVEY CONTROL
 GR0556
 GR0556  NGVD 29 (??/??/92)  205.678  (m)          674.80   (f) ADJ UNCH    1 1
 GR0556
 GR0556.Superseded values are not recommended for survey control.
 GR0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0556.See file dsdata.txt to determine how the superseded data were derived.
 GR0556
 GR0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV037880(NAD 83)
 GR0556_MARKER: DB = BENCH MARK DISK
 GR0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0556_SP_SET: RAMP LEDGE
 GR0556_STAMPING: M 174 1935
 GR0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0556
 GR0556  HISTORY     - Date     Condition        Report By
 GR0556  HISTORY     - 1935     MONUMENTED       CGS
 GR0556  HISTORY     - 1950     GOOD             NGS
 GR0556  HISTORY     - 1963     GOOD             NGS
 GR0556  HISTORY     - 1990     GOOD             USPSQD
 GR0556
 GR0556                          STATION DESCRIPTION
 GR0556
 GR0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0556'IN HOOVER DAM.
 GR0556'AT THE BOTTOM OF HOOVER DAM, AT THE NORTHEAST (UPSTREAM) END OF THE
 GR0556'NEVADA RAMP, IN THE TOP OF A LEDGE OF THE TRANSFORMER PLATFORM, 2.2
 GR0556'FEET SOUTHWEST OF THE NORTHEAST END OF UNIT N O, AND 1.6 FEET HIGHER
 GR0556'THAN THE RAMP FLOOR.
 GR0556
 GR0556                          STATION RECOVERY (1963)
 GR0556
 GR0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0556'RECOVERED IN GOOD CONDITION.
 GR0556
 GR0556                          STATION RECOVERY (1990)
 GR0556
 GR0556'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0338 ***********************************************************************
 GR0338  DESIGNATION -  M 175
 GR0338  PID         -  GR0338
 GR0338  STATE/COUNTY-  NV/CLARK
 GR0338  USGS QUAD   -  GARRETT BUTTE (1984)
 GR0338
 GR0338                         *CURRENT SURVEY CONTROL
 GR0338  ___________________________________________________________________
 GR0338* NAD 83(1986)-  36 12 03.     (N)    114 15 10.     (W)     SCALED    
 GR0338* NAVD 88     -       901.960  (meters)    2959.18   (feet)  POSTED    
 GR0338  ___________________________________________________________________
 GR0338  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GR0338  DYNAMIC HT  -         901.020 (meters)    2956.10  (feet)  COMP
 GR0338  MODELED GRAV-     979,564.0   (mgal)                       NAVD 88
 GR0338
 GR0338  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0338
 GR0338.The horizontal coordinates were scaled from a topographic map and have
 GR0338.an estimated accuracy of +/- 6 seconds.
 GR0338
 GR0338.The orthometric height was determined by differential leveling
 GR0338.and adjusted by the National Geodetic Survey in 1992..
 GR0338.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0338.rate of 0.0 thru 1.0 mm/km.
 GR0338
 GR0338.The geoid height was determined by GEOID03.
 GR0338
 GR0338.The dynamic height is computed by dividing the NAVD 88
 GR0338.geopotential number by the normal gravity value computed on the
 GR0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0338.degrees latitude (g = 980.6199 gals.).
 GR0338
 GR0338.The modeled gravity was interpolated from observed gravity values.
 GR0338
 GR0338;                    North         East    Units  Estimated Accuracy
 GR0338;SPC NV E     - 8,161,770.      319,650.      MT  (+/- 180 meters Scaled)
 GR0338
 GR0338                          SUPERSEDED SURVEY CONTROL
 GR0338
 GR0338  NGVD 29 (??/??/92)  901.238  (m)         2956.81   (f) ADJ UNCH    1 1
 GR0338
 GR0338.Superseded values are not recommended for survey control.
 GR0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0338.See file dsdata.txt to determine how the superseded data were derived.
 GR0338
 GR0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA470097(NAD 83)
 GR0338_MARKER: DB = BENCH MARK DISK
 GR0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0338_STAMPING: M 175 1935
 GR0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0338+STABILITY: SURFACE MOTION
 GR0338
 GR0338  HISTORY     - Date     Condition        Report By
 GR0338  HISTORY     - 1935     MONUMENTED       CGS
 GR0338  HISTORY     - 1950     GOOD             NGS
 GR0338
 GR0338                          STATION DESCRIPTION
 GR0338
 GR0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0338'8.0 MI N FROM LAKE SHORE MINE.
 GR0338'8.0 MILES NORTH ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, 0.5 MILE
 GR0338'NORTHEAST OF THE JUNCTION OF A TRACK ROAD LEADING WEST, ON THE INSIDE
 GR0338'OF A CURVE AT A POINT WHERE THE ROAD GOES AROUND A DECOMPOSED GRANITE
 GR0338'HILL, 19 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET EAST
 GR0338'OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN
 GR0338'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0307 ***********************************************************************
 GR0307  DESIGNATION -  M 176
 GR0307  PID         -  GR0307
 GR0307  STATE/COUNTY-  NV/CLARK
 GR0307  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0307
 GR0307                         *CURRENT SURVEY CONTROL
 GR0307  ___________________________________________________________________
 GR0307* NAD 83(1986)-  36 06 00.     (N)    114 09 22.     (W)     SCALED    
 GR0307* NAVD 88     -       437.736  (meters)    1436.14   (feet)  POSTED    
 GR0307  ___________________________________________________________________
 GR0307  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 GR0307  DYNAMIC HT  -         437.300 (meters)    1434.71  (feet)  COMP
 GR0307  MODELED GRAV-     979,634.2   (mgal)                       NAVD 88
 GR0307
 GR0307  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0307
 GR0307.The horizontal coordinates were scaled from a topographic map and have
 GR0307.an estimated accuracy of +/- 6 seconds.
 GR0307
 GR0307.The orthometric height was determined by differential leveling
 GR0307.and adjusted by the National Geodetic Survey in 1992..
 GR0307.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0307.rate of 1.1 thru 2.0 mm/km.
 GR0307
 GR0307.The geoid height was determined by GEOID03.
 GR0307
 GR0307.The dynamic height is computed by dividing the NAVD 88
 GR0307.geopotential number by the normal gravity value computed on the
 GR0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0307.degrees latitude (g = 980.6199 gals.).
 GR0307
 GR0307.The modeled gravity was interpolated from observed gravity values.
 GR0307
 GR0307;                    North         East    Units  Estimated Accuracy
 GR0307;SPC NV E     - 8,150,710.      328,510.      MT  (+/- 180 meters Scaled)
 GR0307
 GR0307                          SUPERSEDED SURVEY CONTROL
 GR0307
 GR0307  NGVD 29 (??/??/92)  437.022  (m)         1433.80   (f) ADJ UNCH    1 1
 GR0307
 GR0307.Superseded values are not recommended for survey control.
 GR0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0307.See file dsdata.txt to determine how the superseded data were derived.
 GR0307
 GR0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV560987(NAD 83)
 GR0307_MARKER: DB = BENCH MARK DISK
 GR0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0307_STAMPING: M 176 1935
 GR0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0307+STABILITY: SURFACE MOTION
 GR0307
 GR0307  HISTORY     - Date     Condition        Report By
 GR0307  HISTORY     - 1935     MONUMENTED       CGS
 GR0307  HISTORY     - 1950     GOOD             NGS
 GR0307
 GR0307                          STATION DESCRIPTION
 GR0307
 GR0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0307'3.8 MI S FROM LAKE SHORE MINE.
 GR0307'3.8 MILES SOUTH ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, IN A WASH
 GR0307'AT THE NORTHEAST BASE OF A HILL, 163 FEET SOUTHWEST OF THE CENTER LINE
 GR0307'OF THE ROAD, 4 1/2 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE WASH,
 GR0307'2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE
 GR0307'BED OF THE WASH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.3
 GR0307'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0318 ***********************************************************************
 HQ0318  DESIGNATION -  M 179
 HQ0318  PID         -  HQ0318
 HQ0318  STATE/COUNTY-  NV/ESMERALDA
 HQ0318  USGS QUAD   -  LIDA WASH NW (1987)
 HQ0318
 HQ0318                         *CURRENT SURVEY CONTROL
 HQ0318  ___________________________________________________________________
 HQ0318* NAD 83(1986)-  37 41 39.     (N)    117 39 49.     (W)     SCALED    
 HQ0318* NAVD 88     -      1318.934  (meters)    4327.20   (feet)  ADJUSTED  
 HQ0318  ___________________________________________________________________
 HQ0318  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 HQ0318  DYNAMIC HT  -        1317.499 (meters)    4322.49  (feet)  COMP
 HQ0318  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 HQ0318
 HQ0318  VERT ORDER  -  SECOND    CLASS 0
 HQ0318
 HQ0318.The horizontal coordinates were scaled from a topographic map and have
 HQ0318.an estimated accuracy of +/- 6 seconds.
 HQ0318
 HQ0318.The orthometric height was determined by differential leveling
 HQ0318.and adjusted by the National Geodetic Survey in June 1991..
 HQ0318
 HQ0318.The geoid height was determined by GEOID03.
 HQ0318
 HQ0318.The dynamic height is computed by dividing the NAVD 88
 HQ0318.geopotential number by the normal gravity value computed on the
 HQ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0318.degrees latitude (g = 980.6199 gals.).
 HQ0318
 HQ0318.The modeled gravity was interpolated from observed gravity values.
 HQ0318
 HQ0318;                    North         East    Units  Estimated Accuracy
 HQ0318;SPC NV W     - 4,327,060.      881,110.      MT  (+/- 180 meters Scaled)
 HQ0318
 HQ0318                          SUPERSEDED SURVEY CONTROL
 HQ0318
 HQ0318  NGVD 29 (??/??/92) 1317.851  (m)         4323.65   (f) ADJ UNCH    2 0
 HQ0318
 HQ0318.Superseded values are not recommended for survey control.
 HQ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0318.See file dsdata.txt to determine how the superseded data were derived.
 HQ0318
 HQ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB414720(NAD 83)
 HQ0318_MARKER: DB = BENCH MARK DISK
 HQ0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0318_STAMPING: M 179 1958
 HQ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0318+STABILITY: SURFACE MOTION
 HQ0318
 HQ0318  HISTORY     - Date     Condition        Report By
 HQ0318  HISTORY     - 1958     MONUMENTED       CGS
 HQ0318  HISTORY     - 1985     GOOD             USGS
 HQ0318
 HQ0318                          STATION DESCRIPTION
 HQ0318
 HQ0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0318'4.6 MI SW FROM SILVER PEAK.
 HQ0318'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE SUBSTATION
 HQ0318'AT SILVER PEAK, THENCE 4.05 MILES SOUTHWEST ALONG A DIRT ROAD,
 HQ0318'0.45 MILE SOUTHWEST OF THE T JUNCTION OF A DIRT ROAD SOUTHEAST,
 HQ0318'0.1 MILE NORTHEAST OF THE T JUNCTION OF A DIRT ROAD NORTHWEST,
 HQ0318'0.35 MILE NORTHEAST OF THE Y JUNCTION OF A DIRT ROAD LEADING
 HQ0318'SOUTH TO A WELL, 36 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HQ0318'ROAD, 2.8 FEET WEST OF A WITNESS POST, LEVEL WITH THE ROAD, AND
 HQ0318'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 HQ0318'GROUND.
 HQ0318
 HQ0318                          STATION RECOVERY (1985)
 HQ0318
 HQ0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HQ0318'FROM THE SUBSTATION AT SILVER PEAK, GO SOUTHWEST ALONG STATE HWY. 265
 HQ0318'FOR 0.5 MILES TO END OF HIGHWAY AT A THREE WAY INTERSECTION, TAKE
 HQ0318'LEFT FORK AND GO 0.35 MILES TO A 'Y' INTERSECTION, TAKE RIGHT FORK
 HQ0318'AND GO 3.7 MILES SOUTH TO BENCH MARK 0.45 MILES SOUTHWEST OF THE 'T'
 HQ0318'JUNCTION OF A DIRT ROAD SOUTHEAST, 0.1 MILE NORTHEAST OF THE 'T'
 HQ0318'JUNCTION OF A DIRT ROAD NORTHWEST, 0.35 MILE NORTHEAST OF THE 'Y'
 HQ0318'JUNCTION OF A DIRT ROAD LEADING SOUTH TO A WELL, 36 FEET SOUTHEAST OF
 HQ0318'THE CENTERLINE OF THE ROAD, 2.8 FEET WEST OF A WITNESS POST, LEVEL
 HQ0318'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 HQ0318'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0237 ***********************************************************************
 LS0237  DESIGNATION -  M 18
 LS0237  PID         -  LS0237
 LS0237  STATE/COUNTY-  NV/PERSHING
 LS0237  USGS QUAD   -  WILDHORSE PASS (1987)
 LS0237
 LS0237                         *CURRENT SURVEY CONTROL
 LS0237  ___________________________________________________________________
 LS0237* NAD 83(1986)-  40 06 55.     (N)    118 28 35.     (W)     SCALED    
 LS0237* NAVD 88     -      1200.273  (meters)    3937.90   (feet)  ADJUSTED  
 LS0237  ___________________________________________________________________
 LS0237  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 LS0237  DYNAMIC HT  -        1199.304 (meters)    3934.72  (feet)  COMP
 LS0237  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 LS0237
 LS0237  VERT ORDER  -  SECOND    CLASS 0
 LS0237
 LS0237.The horizontal coordinates were scaled from a topographic map and have
 LS0237.an estimated accuracy of +/- 6 seconds.
 LS0237
 LS0237.The orthometric height was determined by differential leveling
 LS0237.and adjusted by the National Geodetic Survey in June 1991..
 LS0237
 LS0237.The geoid height was determined by GEOID03.
 LS0237
 LS0237.The dynamic height is computed by dividing the NAVD 88
 LS0237.geopotential number by the normal gravity value computed on the
 LS0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0237.degrees latitude (g = 980.6199 gals.).
 LS0237
 LS0237.The modeled gravity was interpolated from observed gravity values.
 LS0237
 LS0237;                    North         East    Units  Estimated Accuracy
 LS0237;SPC NV W     - 4,595,420.      809,120.      MT  (+/- 180 meters Scaled)
 LS0237
 LS0237                          SUPERSEDED SURVEY CONTROL
 LS0237
 LS0237  NGVD 29 (??/??/92) 1199.34   (m)         3934.8    (f) COMPUTED    2 0
 LS0237
 LS0237.Superseded values are not recommended for survey control.
 LS0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0237.See file dsdata.txt to determine how the superseded data were derived.
 LS0237
 LS0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE741415(NAD 83)
 LS0237_MARKER: DD = SURVEY DISK
 LS0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0237_SP_SET: CULVERT
 LS0237_STAMPING: M - 18 1947
 LS0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0237
 LS0237  HISTORY     - Date     Condition        Report By
 LS0237  HISTORY     - 1947     MONUMENTED       BOR
 LS0237  HISTORY     - 1951     GOOD             NGS
 LS0237
 LS0237                          STATION DESCRIPTION
 LS0237
 LS0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0237'4.6 MI S FROM LOVELOCK.
 LS0237'4.6 MILES SOUTH ALONG A PAVED ROAD ON THE EAST SIDE OF THE TRACKS FROM
 LS0237'THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT LOVELOCK, IN THE TOP
 LS0237'OF THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A TWIN CORRUGATED
 LS0237'METAL PIPE CULVERT ACROSS THE EAST AND WEST GRAVEL ROAD AND AT THE END
 LS0237'OF THE PAVED ROAD LEADING SOUTH WHERE THE PAVED ROAD TURNS WEST, 54
 LS0237'FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF ROADS RUNNING
 LS0237'NORTH AND SOUTH AND EAST AND WEST, 51 1/2 FEET WEST OF THE CENTER LINE
 LS0237'OF THE ROAD LEADING SOUTH, 17 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 LS0237'ROAD LEADING WEST, 10.9 FEET WEST OF A POWER LINE POLE, AND SET ABOUT
 LS0237'LEVEL WITH THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0215 ***********************************************************************
 HQ0215  DESIGNATION -  M 180
 HQ0215  PID         -  HQ0215
 HQ0215  STATE/COUNTY-  NV/ESMERALDA
 HQ0215  USGS QUAD   -  SILVER PEAK (1987)
 HQ0215
 HQ0215                         *CURRENT SURVEY CONTROL
 HQ0215  ___________________________________________________________________
 HQ0215* NAD 83(1986)-  37 47 15.     (N)    117 38 09.     (W)     SCALED    
 HQ0215* NAVD 88     -      1322.425  (meters)    4338.66   (feet)  ADJUSTED  
 HQ0215  ___________________________________________________________________
 HQ0215  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 HQ0215  DYNAMIC HT  -        1321.028 (meters)    4334.07  (feet)  COMP
 HQ0215  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 HQ0215
 HQ0215  VERT ORDER  -  SECOND    CLASS 0
 HQ0215
 HQ0215.The horizontal coordinates were scaled from a topographic map and have
 HQ0215.an estimated accuracy of +/- 6 seconds.
 HQ0215
 HQ0215.The orthometric height was determined by differential leveling
 HQ0215.and adjusted by the National Geodetic Survey in June 1991..
 HQ0215
 HQ0215.The geoid height was determined by GEOID03.
 HQ0215
 HQ0215.The dynamic height is computed by dividing the NAVD 88
 HQ0215.geopotential number by the normal gravity value computed on the
 HQ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0215.degrees latitude (g = 980.6199 gals.).
 HQ0215
 HQ0215.The modeled gravity was interpolated from observed gravity values.
 HQ0215
 HQ0215;                    North         East    Units  Estimated Accuracy
 HQ0215;SPC NV W     - 4,337,440.      883,450.      MT  (+/- 180 meters Scaled)
 HQ0215
 HQ0215                          SUPERSEDED SURVEY CONTROL
 HQ0215
 HQ0215  NGVD 29 (??/??/92) 1321.368  (m)         4335.19   (f) ADJ UNCH    2 0
 HQ0215
 HQ0215.Superseded values are not recommended for survey control.
 HQ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0215.See file dsdata.txt to determine how the superseded data were derived.
 HQ0215
 HQ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB440824(NAD 83)
 HQ0215_MARKER: DB = BENCH MARK DISK
 HQ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0215_STAMPING: M 180 1958
 HQ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0215+STABILITY: SURFACE MOTION
 HQ0215
 HQ0215  HISTORY     - Date     Condition        Report By
 HQ0215  HISTORY     - 1958     MONUMENTED       CGS
 HQ0215
 HQ0215                          STATION DESCRIPTION
 HQ0215
 HQ0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0215'2.2 MI N FROM SILVER PEAK.
 HQ0215'2.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE SUBSTATION AT
 HQ0215'SILVER PEAK, 85 1/2 FEET SOUTHEAST OF THE CENTER OF THE Y
 HQ0215'JUNCTION OF A BLADED ROAD NORTHEAST, 86 FEET EAST OF THE CENTER
 HQ0215'LINE OF THE HIGHWAY, 51 1/2 FEET SOUTHEAST OF THE CENTER LINE
 HQ0215'OF THE BLADED ROAD, 2.4 FEET SOUTHWEST OF A WITNESS POST, 1 1/2
 HQ0215'FEET LOWER THAN THE HIGHWAY, 1 FOOT LOWER THAN THE ROAD, AND SET
 HQ0215'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 HQ0215'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0227 ***********************************************************************
 HQ0227  DESIGNATION -  M 181
 HQ0227  PID         -  HQ0227
 HQ0227  STATE/COUNTY-  NV/ESMERALDA
 HQ0227  USGS QUAD   -  GOAT ISLAND (1987)
 HQ0227
 HQ0227                         *CURRENT SURVEY CONTROL
 HQ0227  ___________________________________________________________________
 HQ0227* NAD 83(1986)-  37 50 18.     (N)    117 30 52.     (W)     SCALED    
 HQ0227* NAVD 88     -      1308.904  (meters)    4294.30   (feet)  ADJUSTED  
 HQ0227  ___________________________________________________________________
 HQ0227  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 HQ0227  DYNAMIC HT  -        1307.532 (meters)    4289.79  (feet)  COMP
 HQ0227  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 HQ0227
 HQ0227  VERT ORDER  -  SECOND    CLASS 0
 HQ0227
 HQ0227.The horizontal coordinates were scaled from a topographic map and have
 HQ0227.an estimated accuracy of +/- 6 seconds.
 HQ0227
 HQ0227.The orthometric height was determined by differential leveling
 HQ0227.and adjusted by the National Geodetic Survey in June 1991..
 HQ0227
 HQ0227.The geoid height was determined by GEOID03.
 HQ0227
 HQ0227.The dynamic height is computed by dividing the NAVD 88
 HQ0227.geopotential number by the normal gravity value computed on the
 HQ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0227.degrees latitude (g = 980.6199 gals.).
 HQ0227
 HQ0227.The modeled gravity was interpolated from observed gravity values.
 HQ0227
 HQ0227;                    North         East    Units  Estimated Accuracy
 HQ0227;SPC NV W     - 4,343,200.      894,080.      MT  (+/- 180 meters Scaled)
 HQ0227
 HQ0227                          SUPERSEDED SURVEY CONTROL
 HQ0227
 HQ0227  NGVD 29 (??/??/92) 1307.851  (m)         4290.84   (f) ADJ UNCH    2 0
 HQ0227
 HQ0227.Superseded values are not recommended for survey control.
 HQ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0227.See file dsdata.txt to determine how the superseded data were derived.
 HQ0227
 HQ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB547880(NAD 83)
 HQ0227_MARKER: DB = BENCH MARK DISK
 HQ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0227_STAMPING: M 181 1958
 HQ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0227+STABILITY: SURFACE MOTION
 HQ0227
 HQ0227  HISTORY     - Date     Condition        Report By
 HQ0227  HISTORY     - 1958     MONUMENTED       CGS
 HQ0227  HISTORY     - 1985     GOOD             USGS
 HQ0227
 HQ0227                          STATION DESCRIPTION
 HQ0227
 HQ0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0227'10.2 MI NE FROM SILVER PEAK.
 HQ0227'2.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE SUBSTATION AT
 HQ0227'SILVER PEAK, THENCE 7.95 MILES NORTHEAST ALONG A DIRT ROAD, 0.55
 HQ0227'MILE WEST OF THE Y JUNCTION OF A DIRT ROAD NORTHEAST TO A MINE,
 HQ0227'116 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF A WASH,
 HQ0227'107 FEET EAST OF THE CENTER OF THE WASH, 30 FEET SOUTH OF THE
 HQ0227'CENTER LINE OF THE ROAD, 2.7 FEET NORTH OF A WITNESS POST, 1/2
 HQ0227'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HQ0227'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HQ0227
 HQ0227                          STATION RECOVERY (1985)
 HQ0227
 HQ0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HQ0227'2.2 MILES NORTH ALONG NEVADA STATE HWY. 265 FROM SUBSTATION AT SILVER
 HQ0227'PEAK TO JCT OF BLADED ROAD NORTHEAST, THENCE 3.45 MILES TO ROAD FK.,
 HQ0227'(TAKE RIGHT FORK) THENCE 3.25 MILES ALONG DIRT ROAD. TO ROAD FORK
 HQ0227'WITH ROAD EAST, (STAY ON MAIN ROAD AROUND FOOT OF MOUNTAIN) THENCE
 HQ0227'.65 MILE TO ROAD FORK WEST, THENCE .65 MILE EAST TO BENCH MARK. 116
 HQ0227'FEET SOUTHEAST OF CROSSING OF A WASH, 107 FEET EAST OF CENTERLINE OF
 HQ0227'WASH, 30 FEET SOUTH OF CENTERLINE OF THE ROAD. 2.7 FEET NORTH OF A
 HQ0227'WITNESS POST, 1/2 FOOT LOWER THEN ROAD AND SET IN TOP OF CONCRETE
 HQ0227'POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0160 ***********************************************************************
 LQ0160  DESIGNATION -  M 183
 LQ0160  PID         -  LQ0160
 LQ0160  STATE/COUNTY-  NV/ELKO
 LQ0160  USGS QUAD   -  FERGUSON MTN (1980)
 LQ0160
 LQ0160                         *CURRENT SURVEY CONTROL
 LQ0160  ___________________________________________________________________
 LQ0160* NAD 83(1986)-  40 29 03.     (N)    114 09 19.     (W)     SCALED    
 LQ0160* NAVD 88     -      1617.867  (meters)    5307.95   (feet)  ADJUSTED  
 LQ0160  ___________________________________________________________________
 LQ0160  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 LQ0160  DYNAMIC HT  -        1616.494 (meters)    5303.45  (feet)  COMP
 LQ0160  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 LQ0160
 LQ0160  VERT ORDER  -  SECOND    CLASS 0
 LQ0160
 LQ0160.The horizontal coordinates were scaled from a topographic map and have
 LQ0160.an estimated accuracy of +/- 6 seconds.
 LQ0160
 LQ0160.The orthometric height was determined by differential leveling
 LQ0160.and adjusted by the National Geodetic Survey in June 1991..
 LQ0160
 LQ0160.The geoid height was determined by GEOID03.
 LQ0160
 LQ0160.The dynamic height is computed by dividing the NAVD 88
 LQ0160.geopotential number by the normal gravity value computed on the
 LQ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0160.degrees latitude (g = 980.6199 gals.).
 LQ0160
 LQ0160.The modeled gravity was interpolated from observed gravity values.
 LQ0160
 LQ0160;                    North         East    Units  Estimated Accuracy
 LQ0160;SPC NV E     - 8,637,350.      321,070.      MT  (+/- 180 meters Scaled)
 LQ0160
 LQ0160                          SUPERSEDED SURVEY CONTROL
 LQ0160
 LQ0160  NGVD 29 (??/??/92) 1616.802  (m)         5304.46   (f) ADJ UNCH    2 0
 LQ0160
 LQ0160.Superseded values are not recommended for survey control.
 LQ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0160.See file dsdata.txt to determine how the superseded data were derived.
 LQ0160
 LQ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE411853(NAD 83)
 LQ0160_MARKER: DB = BENCH MARK DISK
 LQ0160_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0160_SP_SET: OUTCROP
 LQ0160_STAMPING: M 183 1958
 LQ0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0160+STABILITY: POSITION/ELEVATION WELL
 LQ0160
 LQ0160  HISTORY     - Date     Condition        Report By
 LQ0160  HISTORY     - 1958     MONUMENTED       CGS
 LQ0160  HISTORY     - 1969     GOOD             NGS
 LQ0160
 LQ0160                          STATION DESCRIPTION
 LQ0160
 LQ0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0160'18.75 MI S FROM WENDOVER, UT.
 LQ0160'18.75 MILES SOUTH ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE JUNCTION OF
 LQ0160'U.S. HIGHWAY 40 AT WENDOVER, AT THE CROSSING OF A LARGE
 LQ0160'NORTHEAST-SOUTHWEST WASH, NEAR THE NORTH END OF A CUT, IN THE TOP OF A
 LQ0160'3- BY 12-FOOT OUTCROP WHICH PROJECTS 2 FEET ON THE NORTHEAST SIDE AND
 LQ0160'IS FLUSH WITH THE GROUND ON THE SOUTHWEST SIDE, 100 FEET WEST OF THE
 LQ0160'CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 LQ0160
 LQ0160                          STATION RECOVERY (1969)
 LQ0160
 LQ0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LQ0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0046 ***********************************************************************
 JQ0046  DESIGNATION -  M 184
 JQ0046  PID         -  JQ0046
 JQ0046  STATE/COUNTY-  NV/NYE
 JQ0046  USGS QUAD   -  WARM SPRINGS (1968)
 JQ0046
 JQ0046                         *CURRENT SURVEY CONTROL
 JQ0046  ___________________________________________________________________
 JQ0046* NAD 83(1986)-  38 12 03.     (N)    116 15 40.     (W)     SCALED    
 JQ0046* NAVD 88     -      1594.974  (meters)    5232.84   (feet)  ADJUSTED  
 JQ0046  ___________________________________________________________________
 JQ0046  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 JQ0046  DYNAMIC HT  -        1593.238 (meters)    5227.15  (feet)  COMP
 JQ0046  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 JQ0046
 JQ0046  VERT ORDER  -  SECOND    CLASS 0
 JQ0046
 JQ0046.The horizontal coordinates were scaled from a topographic map and have
 JQ0046.an estimated accuracy of +/- 6 seconds.
 JQ0046
 JQ0046.The orthometric height was determined by differential leveling
 JQ0046.and adjusted by the National Geodetic Survey in June 1991..
 JQ0046
 JQ0046.The geoid height was determined by GEOID03.
 JQ0046
 JQ0046.The dynamic height is computed by dividing the NAVD 88
 JQ0046.geopotential number by the normal gravity value computed on the
 JQ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0046.degrees latitude (g = 980.6199 gals.).
 JQ0046
 JQ0046.The modeled gravity was interpolated from observed gravity values.
 JQ0046
 JQ0046;                    North         East    Units  Estimated Accuracy
 JQ0046;SPC NV C     - 6,382,970.      535,520.      MT  (+/- 180 meters Scaled)
 JQ0046
 JQ0046                          SUPERSEDED SURVEY CONTROL
 JQ0046
 JQ0046  NGVD 29 (??/??/92) 1593.878  (m)         5229.25   (f) ADJ UNCH    2 0
 JQ0046
 JQ0046.Superseded values are not recommended for survey control.
 JQ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0046.See file dsdata.txt to determine how the superseded data were derived.
 JQ0046
 JQ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC646283(NAD 83)
 JQ0046_MARKER: DB = BENCH MARK DISK
 JQ0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0046_STAMPING: M 184 1958
 JQ0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0046+STABILITY: SURFACE MOTION
 JQ0046
 JQ0046  HISTORY     - Date     Condition        Report By
 JQ0046  HISTORY     - 1958     MONUMENTED       CGS
 JQ0046
 JQ0046                          STATION DESCRIPTION
 JQ0046
 JQ0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JQ0046'5.8 MI E FROM WARM SPRINGS.
 JQ0046'5.8 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S.
 JQ0046'HIGHWAY 6 AT WARM SPRINGS, 117 FEET NORTH OF THE CENTER LINE OF THE
 JQ0046'HIGHWAY, 118 FEET NORTHWEST OF THE CENTER OF THE NORTH END OF A
 JQ0046'36-INCH CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY, 1.6 FEET
 JQ0046'SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET
 JQ0046'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0166 ***********************************************************************
 JP0166  DESIGNATION -  M 185
 JP0166  PID         -  JP0166
 JP0166  STATE/COUNTY-  NV/NYE
 JP0166  USGS QUAD   -  BIG CREEK RANCH (1985)
 JP0166
 JP0166                         *CURRENT SURVEY CONTROL
 JP0166  ___________________________________________________________________
 JP0166* NAD 83(1986)-  38 13 19.     (N)    115 47 39.     (W)     SCALED    
 JP0166* NAVD 88     -      1493.428  (meters)    4899.69   (feet)  ADJUSTED  
 JP0166  ___________________________________________________________________
 JP0166  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 JP0166  DYNAMIC HT  -        1491.819 (meters)    4894.41  (feet)  COMP
 JP0166  MODELED GRAV-     979,499.9   (mgal)                       NAVD 88
 JP0166
 JP0166  VERT ORDER  -  SECOND    CLASS 0
 JP0166
 JP0166.The horizontal coordinates were scaled from a topographic map and have
 JP0166.an estimated accuracy of +/- 6 seconds.
 JP0166
 JP0166.The orthometric height was determined by differential leveling
 JP0166.and adjusted by the National Geodetic Survey in June 1991..
 JP0166
 JP0166.The geoid height was determined by GEOID03.
 JP0166
 JP0166.The dynamic height is computed by dividing the NAVD 88
 JP0166.geopotential number by the normal gravity value computed on the
 JP0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0166.degrees latitude (g = 980.6199 gals.).
 JP0166
 JP0166.The modeled gravity was interpolated from observed gravity values.
 JP0166
 JP0166;                    North         East    Units  Estimated Accuracy
 JP0166;SPC NV C     - 6,385,600.      576,400.      MT  (+/- 180 meters Scaled)
 JP0166
 JP0166                          SUPERSEDED SURVEY CONTROL
 JP0166
 JP0166  NGVD 29 (??/??/92) 1492.355  (m)         4896.17   (f) ADJ UNCH    2 0
 JP0166
 JP0166.Superseded values are not recommended for survey control.
 JP0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0166.See file dsdata.txt to determine how the superseded data were derived.
 JP0166
 JP0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC055311(NAD 83)
 JP0166_MARKER: DB = BENCH MARK DISK
 JP0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0166_STAMPING: M 185 1958
 JP0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0166+STABILITY: SURFACE MOTION
 JP0166
 JP0166  HISTORY     - Date     Condition        Report By
 JP0166  HISTORY     - 1958     MONUMENTED       CGS
 JP0166
 JP0166                          STATION DESCRIPTION
 JP0166
 JP0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0166'4.05 MI SW FROM NYALA.
 JP0166'4.05 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0166'NYALA, 85 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A DIRT ROAD
 JP0166'LEADING SOUTHEAST TO DEEP CREEK AND DRY CANYON, 57 FEET SOUTHEAST OF
 JP0166'THE CENTER LINE OF THE ROAD, 106 FEET SOUTHWEST OF THE CENTER LINE OF
 JP0166'THE DIRT ROAD, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH
 JP0166'THE ROAD SOUTHWEST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JP0166'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0537 ***********************************************************************
 HQ0537  DESIGNATION -  M 186
 HQ0537  PID         -  HQ0537
 HQ0537  STATE/COUNTY-  NV/NYE
 HQ0537  USGS QUAD   -  REVEILLE PEAK SE (1987)
 HQ0537
 HQ0537                         *CURRENT SURVEY CONTROL
 HQ0537  ___________________________________________________________________
 HQ0537* NAD 83(1986)-  37 45 51.     (N)    116 07 04.     (W)     SCALED    
 HQ0537* NAVD 88     -      1702.327  (meters)    5585.05   (feet)  ADJUSTED  
 HQ0537  ___________________________________________________________________
 HQ0537  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 HQ0537  DYNAMIC HT  -        1700.384 (meters)    5578.68  (feet)  COMP
 HQ0537  MODELED GRAV-     979,428.4   (mgal)                       NAVD 88
 HQ0537
 HQ0537  VERT ORDER  -  SECOND    CLASS 0
 HQ0537
 HQ0537.The horizontal coordinates were scaled from a topographic map and have
 HQ0537.an estimated accuracy of +/- 6 seconds.
 HQ0537
 HQ0537.The orthometric height was determined by differential leveling
 HQ0537.and adjusted by the National Geodetic Survey in June 1991..
 HQ0537
 HQ0537.The geoid height was determined by GEOID03.
 HQ0537
 HQ0537.The dynamic height is computed by dividing the NAVD 88
 HQ0537.geopotential number by the normal gravity value computed on the
 HQ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0537.degrees latitude (g = 980.6199 gals.).
 HQ0537
 HQ0537.The modeled gravity was interpolated from observed gravity values.
 HQ0537
 HQ0537;                    North         East    Units  Estimated Accuracy
 HQ0537;SPC NV C     - 6,334,570.      548,360.      MT  (+/- 180 meters Scaled)
 HQ0537
 HQ0537                          SUPERSEDED SURVEY CONTROL
 HQ0537
 HQ0537  NGVD 29 (??/??/92) 1701.230  (m)         5581.45   (f) ADJ UNCH    2 0
 HQ0537
 HQ0537.Superseded values are not recommended for survey control.
 HQ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0537.See file dsdata.txt to determine how the superseded data were derived.
 HQ0537
 HQ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB777800(NAD 83)
 HQ0537_MARKER: DB = BENCH MARK DISK
 HQ0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0537_SP_SET: CONCRETE POST
 HQ0537_STAMPING: M 186 1958
 HQ0537_MARK LOGO: CGS   
 HQ0537_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0537+STABILITY: SURFACE MOTION
 HQ0537
 HQ0537  HISTORY     - Date     Condition        Report By
 HQ0537  HISTORY     - 1958     MONUMENTED       CGS
 HQ0537  HISTORY     - 1981     GOOD             DMA
 HQ0537  HISTORY     - 19920623 GOOD             LOCENG
 HQ0537
 HQ0537                          STATION DESCRIPTION
 HQ0537
 HQ0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0537'1 MI NE FROM REED RANCH.
 HQ0537'0.95 MILE NORTHEAST ALONG A GRADED DIRT ROAD FROM THE REED
 HQ0537'RANCHHOUSE, 58 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 HQ0537'1.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 HQ0537'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 HQ0537'THE GROUND.
 HQ0537
 HQ0537                          STATION RECOVERY (1981)
 HQ0537
 HQ0537'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981
 HQ0537'RECOVERED IN GOOD CONDITION.
 HQ0537
 HQ0537                          STATION RECOVERY (1992)
 HQ0537
 HQ0537'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0189 ***********************************************************************
 JP0189  DESIGNATION -  M 187
 JP0189  PID         -  JP0189
 JP0189  STATE/COUNTY-  NV/NYE
 JP0189  USGS QUAD   -  EDS WELL (1985)
 JP0189
 JP0189                         *CURRENT SURVEY CONTROL
 JP0189  ___________________________________________________________________
 JP0189* NAD 83(1986)-  38 04 35.     (N)    115 59 20.     (W)     SCALED    
 JP0189* NAVD 88     -      1507.154  (meters)    4944.72   (feet)  ADJUSTED  
 JP0189  ___________________________________________________________________
 JP0189  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 JP0189  DYNAMIC HT  -        1505.511 (meters)    4939.33  (feet)  COMP
 JP0189  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 JP0189
 JP0189  VERT ORDER  -  SECOND    CLASS 0
 JP0189
 JP0189.The horizontal coordinates were scaled from a topographic map and have
 JP0189.an estimated accuracy of +/- 6 seconds.
 JP0189
 JP0189.The orthometric height was determined by differential leveling
 JP0189.and adjusted by the National Geodetic Survey in June 1991..
 JP0189
 JP0189.The geoid height was determined by GEOID03.
 JP0189
 JP0189.The dynamic height is computed by dividing the NAVD 88
 JP0189.geopotential number by the normal gravity value computed on the
 JP0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0189.degrees latitude (g = 980.6199 gals.).
 JP0189
 JP0189.The modeled gravity was interpolated from observed gravity values.
 JP0189
 JP0189;                    North         East    Units  Estimated Accuracy
 JP0189;SPC NV C     - 6,369,300.      559,460.      MT  (+/- 180 meters Scaled)
 JP0189
 JP0189                          SUPERSEDED SURVEY CONTROL
 JP0189
 JP0189  NGVD 29 (??/??/92) 1506.100  (m)         4941.26   (f) ADJ UNCH    2 0
 JP0189
 JP0189.Superseded values are not recommended for survey control.
 JP0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0189.See file dsdata.txt to determine how the superseded data were derived.
 JP0189
 JP0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC886147(NAD 83)
 JP0189_MARKER: DB = BENCH MARK DISK
 JP0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0189_STAMPING: M 187 1958
 JP0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0189+STABILITY: SURFACE MOTION
 JP0189
 JP0189  HISTORY     - Date     Condition        Report By
 JP0189  HISTORY     - 1958     MONUMENTED       CGS
 JP0189
 JP0189                          STATION DESCRIPTION
 JP0189
 JP0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0189'13.05 MI NE FROM REED MAINTENANCE STA..
 JP0189'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM THE REED MAINTENANCE
 JP0189'STATION, THENCE 2.1 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 10.65
 JP0189'MILES NORTH ALONG A DIRT ROAD, 0.5 MILE SOUTH OF A WELL, A WATER TANK
 JP0189'AND A HOUSE, (EDS WELL), 56 FEET SOUTHWEST OF THE CENTER OF THE Y
 JP0189'JUNCTION OF A SHORT TRACK ROAD LEADING AWAY FROM THE MAIN ROAD AND
 JP0189'THEN BACK, 50 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.1 FEET NORTH
 JP0189'OF A WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 JP0189'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0087 ***********************************************************************
 JP0087  DESIGNATION -  M 188
 JP0087  PID         -  JP0087
 JP0087  STATE/COUNTY-  NV/NYE
 JP0087  USGS QUAD   -  BLUE EAGLE MOUNTAIN (1990)
 JP0087
 JP0087                         *CURRENT SURVEY CONTROL
 JP0087  ___________________________________________________________________
 JP0087* NAD 83(1986)-  38 36 51.     (N)    115 29 54.     (W)     SCALED    
 JP0087* NAVD 88     -      1482.809  (meters)    4864.85   (feet)  ADJUSTED  
 JP0087  ___________________________________________________________________
 JP0087  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 JP0087  DYNAMIC HT  -        1481.281 (meters)    4859.84  (feet)  COMP
 JP0087  MODELED GRAV-     979,546.5   (mgal)                       NAVD 88
 JP0087
 JP0087  VERT ORDER  -  SECOND    CLASS 0
 JP0087
 JP0087.The horizontal coordinates were scaled from a topographic map and have
 JP0087.an estimated accuracy of +/- 6 seconds.
 JP0087
 JP0087.The orthometric height was determined by differential leveling
 JP0087.and adjusted by the National Geodetic Survey in June 1991..
 JP0087
 JP0087.The geoid height was determined by GEOID03.
 JP0087
 JP0087.The dynamic height is computed by dividing the NAVD 88
 JP0087.geopotential number by the normal gravity value computed on the
 JP0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0087.degrees latitude (g = 980.6199 gals.).
 JP0087
 JP0087.The modeled gravity was interpolated from observed gravity values.
 JP0087
 JP0087;                    North         East    Units  Estimated Accuracy
 JP0087;SPC NV C     - 6,429,420.      601,750.      MT  (+/- 180 meters Scaled)
 JP0087
 JP0087                          SUPERSEDED SURVEY CONTROL
 JP0087
 JP0087  NGVD 29 (??/??/92) 1481.718  (m)         4861.27   (f) ADJ UNCH    2 0
 JP0087
 JP0087.Superseded values are not recommended for survey control.
 JP0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0087.See file dsdata.txt to determine how the superseded data were derived.
 JP0087
 JP0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC307750(NAD 83)
 JP0087_MARKER: DB = BENCH MARK DISK
 JP0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0087_STAMPING: M 188 1958
 JP0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0087+STABILITY: SURFACE MOTION
 JP0087
 JP0087  HISTORY     - Date     Condition        Report By
 JP0087  HISTORY     - 1958     MONUMENTED       CGS
 JP0087
 JP0087                          STATION DESCRIPTION
 JP0087
 JP0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0087'9.0 MI S FROM CURRANT.
 JP0087'ABOUT 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 JP0087'STATE HIGHWAY 20 AT CURRANT, THENCE 8.9 MILE SOUTH ALONG A GRAVEL
 JP0087'ROAD, 0.3 MILE NORTH OF THE CENTER OF A CURVE, 55 FEET WEST OF THE
 JP0087'CENTER LINE OF THE ROAD, 1 1/2 FEET EAST OF A WITNESS POST, ABOUT 1
 JP0087'FOOT LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 JP0087'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0125 ***********************************************************************
 JP0125  DESIGNATION -  M 189
 JP0125  PID         -  JP0125
 JP0125  STATE/COUNTY-  NV/NYE
 JP0125  USGS QUAD   -  WATER GAP EAST (1985)
 JP0125
 JP0125                         *CURRENT SURVEY CONTROL
 JP0125  ___________________________________________________________________
 JP0125* NAD 83(1986)-  38 02 26.     (N)    115 21 16.     (W)     SCALED    
 JP0125* NAVD 88     -      1545.445  (meters)    5070.35   (feet)  ADJUSTED  
 JP0125  ___________________________________________________________________
 JP0125  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 JP0125  DYNAMIC HT  -        1543.777 (meters)    5064.88  (feet)  COMP
 JP0125  MODELED GRAV-     979,496.0   (mgal)                       NAVD 88
 JP0125
 JP0125  VERT ORDER  -  SECOND    CLASS 0
 JP0125
 JP0125.The horizontal coordinates were scaled from a topographic map and have
 JP0125.an estimated accuracy of +/- 6 seconds.
 JP0125
 JP0125.The orthometric height was determined by differential leveling
 JP0125.and adjusted by the National Geodetic Survey in June 1991..
 JP0125
 JP0125.The geoid height was determined by GEOID03.
 JP0125
 JP0125.The dynamic height is computed by dividing the NAVD 88
 JP0125.geopotential number by the normal gravity value computed on the
 JP0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0125.degrees latitude (g = 980.6199 gals.).
 JP0125
 JP0125.The modeled gravity was interpolated from observed gravity values.
 JP0125
 JP0125;                    North         East    Units  Estimated Accuracy
 JP0125;SPC NV C     - 6,365,920.      615,180.      MT  (+/- 180 meters Scaled)
 JP0125
 JP0125                          SUPERSEDED SURVEY CONTROL
 JP0125
 JP0125  NGVD 29 (??/??/92) 1544.402  (m)         5066.93   (f) ADJ UNCH    2 0
 JP0125
 JP0125.Superseded values are not recommended for survey control.
 JP0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0125.See file dsdata.txt to determine how the superseded data were derived.
 JP0125
 JP0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC444115(NAD 83)
 JP0125_MARKER: DB = BENCH MARK DISK
 JP0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0125_STAMPING: M 189 1958
 JP0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0125+STABILITY: SURFACE MOTION
 JP0125
 JP0125  HISTORY     - Date     Condition        Report By
 JP0125  HISTORY     - 1958     MONUMENTED       CGS
 JP0125  HISTORY     - 1981     GOOD             USGS
 JP0125
 JP0125                          STATION DESCRIPTION
 JP0125
 JP0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0125'14.6 MI SE FROM SHARP.
 JP0125'0.1 MILE NORTHEAST ALONG A DIRT ROAD FROM THE UHLAJDE RANCHHOUSE AT
 JP0125'SHARP, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 14.3 MILES
 JP0125'SOUTHEAST ALONG A DIRT ROAD LEADING TO PIOCHE, 39 FEET NORTHEAST OF
 JP0125'THE CENTER LINE OF THE ROAD, 61 FEET NORTHEAST OF THE CENTER OF THE
 JP0125'JUNCTION OF A ROAD WEST, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 JP0125'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JP0125'FOOT ABOVE THE GROUND.
 JP0125
 JP0125                          STATION RECOVERY (1981)
 JP0125
 JP0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JP0125'0.1 MILE NORTHEAST ALONG A DIRT ROAD FROM THE UHLAJDE ABOUT 50.0
 JP0125'MILES WEST AND NORTH ON NEVADA HWY. 318 FROM THE JCT. OF U.S. HIGHWAY
 JP0125'93 AND STATE HWY. 318 TO A SIGN POINTING TO BRISTOL WELLS (EAST) AT A
 JP0125'CROSS RD., THENCE 17.1 MI. SW ALONG A GRADED DIRT ROAD TO A CROSS
 JP0125'ROAD, THENCE 4.7 MILES SW ALONG A GRADED DIRT ROAD, 0.1 E. OF A CROSS
 JP0125'ROAD, 34 FEET NE OF THE CENTERLINE OF ROAD, 1.7 FEET SOUTH OF A
 JP0125'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 MI.
 JP0125'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0011 ***********************************************************************
 MV0011  DESIGNATION -  M 19
 MV0011  PID         -  MV0011
 MV0011  STATE/COUNTY-  NV/HUMBOLDT
 MV0011  USGS QUAD   -  BOTTLE CREEK SLOUGH NW (1982)
 MV0011
 MV0011                         *CURRENT SURVEY CONTROL
 MV0011  ___________________________________________________________________
 MV0011* NAD 83(1986)-  41 25 36.     (N)    118 07 58.     (W)     SCALED    
 MV0011* NAVD 88     -      1256.423  (meters)    4122.11   (feet)  ADJUSTED  
 MV0011  ___________________________________________________________________
 MV0011  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 MV0011  DYNAMIC HT  -        1255.555 (meters)    4119.27  (feet)  COMP
 MV0011  MODELED GRAV-     979,888.8   (mgal)                       NAVD 88
 MV0011
 MV0011  VERT ORDER  -  FIRST     CLASS II
 MV0011
 MV0011.The horizontal coordinates were scaled from a topographic map and have
 MV0011.an estimated accuracy of +/- 6 seconds.
 MV0011
 MV0011.The orthometric height was determined by differential leveling
 MV0011.and adjusted by the National Geodetic Survey in June 1991..
 MV0011
 MV0011.The geoid height was determined by GEOID03.
 MV0011
 MV0011.The dynamic height is computed by dividing the NAVD 88
 MV0011.geopotential number by the normal gravity value computed on the
 MV0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0011.degrees latitude (g = 980.6199 gals.).
 MV0011
 MV0011.The modeled gravity was interpolated from observed gravity values.
 MV0011
 MV0011;                    North         East    Units  Estimated Accuracy
 MV0011;SPC NV W     - 4,741,120.      837,660.      MT  (+/- 180 meters Scaled)
 MV0011
 MV0011                          SUPERSEDED SURVEY CONTROL
 MV0011
 MV0011  NGVD 29 (??/??/92) 1255.356  (m)         4118.61   (f) ADJ UNCH    1 2
 MV0011
 MV0011.Superseded values are not recommended for survey control.
 MV0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0011.See file dsdata.txt to determine how the superseded data were derived.
 MV0011
 MV0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF053867(NAD 83)
 MV0011_MARKER: DB = BENCH MARK DISK
 MV0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0011_STAMPING: 4118.519 M 19 1931
 MV0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0011+STABILITY: SURFACE MOTION
 MV0011
 MV0011  HISTORY     - Date     Condition        Report By
 MV0011  HISTORY     - 1931     MONUMENTED       CGS
 MV0011  HISTORY     - 1934     GOOD             NGS
 MV0011
 MV0011                          STATION DESCRIPTION
 MV0011
 MV0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MV0011'48.6 MI N FROM WINNEMUCCA.
 MV0011'48.6 MILES NORTH ALONG THE HIGHWAY FROM WINNEMUCCA, HUMBOLDT COUNTY,
 MV0011'ON THE DENIO HIGHWAY, 4.0 MILES NORTHWEST OF SOD HOUSE, AND 33 FEET
 MV0011'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 MV0011'4118.519 M 19 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0257 ***********************************************************************
 LQ0257  DESIGNATION -  M 190
 LQ0257  PID         -  LQ0257
 LQ0257  STATE/COUNTY-  NV/WHITE PINE
 LQ0257  USGS QUAD   -  GOSHUTE LAKE SOUTH (1982)
 LQ0257
 LQ0257                         *CURRENT SURVEY CONTROL
 LQ0257  ___________________________________________________________________
 LQ0257* NAD 83(1986)-  40 02 38.     (N)    114 38 33.     (W)     SCALED    
 LQ0257* NAVD 88     -      1823.210  (meters)    5981.65   (feet)  ADJUSTED  
 LQ0257  ___________________________________________________________________
 LQ0257  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 LQ0257  DYNAMIC HT  -        1821.470 (meters)    5975.94  (feet)  COMP
 LQ0257  MODELED GRAV-     979,606.8   (mgal)                       NAVD 88
 LQ0257
 LQ0257  VERT ORDER  -  SECOND    CLASS 0
 LQ0257
 LQ0257.The horizontal coordinates were scaled from a topographic map and have
 LQ0257.an estimated accuracy of +/- 6 seconds.
 LQ0257
 LQ0257.The orthometric height was determined by differential leveling
 LQ0257.and adjusted by the National Geodetic Survey in June 1991..
 LQ0257
 LQ0257.The geoid height was determined by GEOID03.
 LQ0257
 LQ0257.The dynamic height is computed by dividing the NAVD 88
 LQ0257.geopotential number by the normal gravity value computed on the
 LQ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0257.degrees latitude (g = 980.6199 gals.).
 LQ0257
 LQ0257.The modeled gravity was interpolated from observed gravity values.
 LQ0257
 LQ0257;                    North         East    Units  Estimated Accuracy
 LQ0257;SPC NV E     - 8,587,910.      280,280.      MT  (+/- 180 meters Scaled)
 LQ0257
 LQ0257                          SUPERSEDED SURVEY CONTROL
 LQ0257
 LQ0257  NGVD 29 (??/??/92) 1822.046  (m)         5977.83   (f) ADJ UNCH    2 0
 LQ0257
 LQ0257.Superseded values are not recommended for survey control.
 LQ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0257.See file dsdata.txt to determine how the superseded data were derived.
 LQ0257
 LQ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE011352(NAD 83)
 LQ0257_MARKER: DB = BENCH MARK DISK
 LQ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0257_STAMPING: M 190 1958
 LQ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0257+STABILITY: SURFACE MOTION
 LQ0257
 LQ0257  HISTORY     - Date     Condition        Report By
 LQ0257  HISTORY     - 1958     MONUMENTED       CGS
 LQ0257
 LQ0257                          STATION DESCRIPTION
 LQ0257
 LQ0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0257'2.05 MI SW FROM LAGES STATION.
 LQ0257'2.05 MILES SOUTHWEST ALONG U. S. HIGHWAY 93 AND 50 ALTERNATE FROM THE
 LQ0257'JUNCTION OF U. S. HIGHWAY 93 AT LAGES STATION, 64 FEET EAST OF THE
 LQ0257'CENTER LINE OF THE HIGHWAY, 72 FEET NORTHEAST OF THE CENTER OF THE
 LQ0257'JUNCTION OF A DIRT ROAD EAST, 32 FEET NORTH OF THE CENTER LINE OF THE
 LQ0257'ROAD, 2.2 FEET WEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 LQ0257'HIGHWAY, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LQ0257'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0174 ***********************************************************************
 LQ0174  DESIGNATION -  M 191
 LQ0174  PID         -  LQ0174
 LQ0174  STATE/COUNTY-  NV/ELKO
 LQ0174  USGS QUAD   -  WHITE HORSE PASS (1972)
 LQ0174
 LQ0174                         *CURRENT SURVEY CONTROL
 LQ0174  ___________________________________________________________________
 LQ0174* NAD 83(1986)-  40 22 28.     (N)    114 13 10.     (W)     SCALED    
 LQ0174* NAVD 88     -      1815.106  (meters)    5955.06   (feet)  ADJUSTED  
 LQ0174  ___________________________________________________________________
 LQ0174  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 LQ0174  DYNAMIC HT  -        1813.490 (meters)    5949.76  (feet)  COMP
 LQ0174  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 LQ0174
 LQ0174  VERT ORDER  -  SECOND    CLASS 0
 LQ0174
 LQ0174.The horizontal coordinates were scaled from a topographic map and have
 LQ0174.an estimated accuracy of +/- 6 seconds.
 LQ0174
 LQ0174.The orthometric height was determined by differential leveling
 LQ0174.and adjusted by the National Geodetic Survey in June 1991..
 LQ0174
 LQ0174.The geoid height was determined by GEOID03.
 LQ0174
 LQ0174.The dynamic height is computed by dividing the NAVD 88
 LQ0174.geopotential number by the normal gravity value computed on the
 LQ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0174.degrees latitude (g = 980.6199 gals.).
 LQ0174
 LQ0174.The modeled gravity was interpolated from observed gravity values.
 LQ0174
 LQ0174;                    North         East    Units  Estimated Accuracy
 LQ0174;SPC NV E     - 8,625,080.      315,820.      MT  (+/- 180 meters Scaled)
 LQ0174
 LQ0174                          SUPERSEDED SURVEY CONTROL
 LQ0174
 LQ0174  NGVD 29 (??/??/92) 1813.994  (m)         5951.41   (f) ADJ UNCH    2 0
 LQ0174
 LQ0174.Superseded values are not recommended for survey control.
 LQ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0174.See file dsdata.txt to determine how the superseded data were derived.
 LQ0174
 LQ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE360730(NAD 83)
 LQ0174_MARKER: DB = BENCH MARK DISK
 LQ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0174_STAMPING: M 191 1958
 LQ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0174+STABILITY: SURFACE MOTION
 LQ0174
 LQ0174  HISTORY     - Date     Condition        Report By
 LQ0174  HISTORY     - 1958     MONUMENTED       CGS
 LQ0174
 LQ0174                          STATION DESCRIPTION
 LQ0174
 LQ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0174'18.85 MI NE FROM BOONE SPRINGS.
 LQ0174'18.85 MILES NORTHEAST ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE UTOCO
 LQ0174'SERVICE STATION AT BOONE SPRINGS, AT THE NORTH END OF A CUT, 59 FEET
 LQ0174'WEST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET NORTH OF THE CENTER
 LQ0174'LINE OF A TRACK ROAD, 2.9 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT
 LQ0174'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LQ0174'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0333 ***********************************************************************
 MT0333  DESIGNATION -  M 192
 MT0333  PID         -  MT0333
 MT0333  STATE/COUNTY-  NV/ELKO
 MT0333  USGS QUAD   -  WINE CUP RANCH NE (1980)
 MT0333
 MT0333                         *CURRENT SURVEY CONTROL
 MT0333  ___________________________________________________________________
 MT0333* NAD 83(1986)-  41 29 49.     (N)    114 32 57.     (W)     SCALED    
 MT0333* NAVD 88     -      1638.628  (meters)    5376.07   (feet)  ADJUSTED  
 MT0333  ___________________________________________________________________
 MT0333  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 MT0333  DYNAMIC HT  -        1637.373 (meters)    5371.95  (feet)  COMP
 MT0333  MODELED GRAV-     979,799.7   (mgal)                       NAVD 88
 MT0333
 MT0333  VERT ORDER  -  SECOND    CLASS 0
 MT0333
 MT0333.The horizontal coordinates were scaled from a topographic map and have
 MT0333.an estimated accuracy of +/- 6 seconds.
 MT0333
 MT0333.The orthometric height was determined by differential leveling
 MT0333.and adjusted by the National Geodetic Survey in June 1991..
 MT0333
 MT0333.The geoid height was determined by GEOID03.
 MT0333
 MT0333.The dynamic height is computed by dividing the NAVD 88
 MT0333.geopotential number by the normal gravity value computed on the
 MT0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0333.degrees latitude (g = 980.6199 gals.).
 MT0333
 MT0333.The modeled gravity was interpolated from observed gravity values.
 MT0333
 MT0333;                    North         East    Units  Estimated Accuracy
 MT0333;SPC NV E     - 8,749,350.      286,350.      MT  (+/- 180 meters Scaled)
 MT0333
 MT0333                          SUPERSEDED SURVEY CONTROL
 MT0333
 MT0333  NGVD 29 (??/??/92) 1637.502  (m)         5372.37   (f) ADJ UNCH    2 0
 MT0333
 MT0333.Superseded values are not recommended for survey control.
 MT0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0333.See file dsdata.txt to determine how the superseded data were derived.
 MT0333
 MT0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF045968(NAD 83)
 MT0333_MARKER: DB = BENCH MARK DISK
 MT0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0333_STAMPING: M 192 1958
 MT0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0333+STABILITY: SURFACE MOTION
 MT0333
 MT0333  HISTORY     - Date     Condition        Report By
 MT0333  HISTORY     - 1958     MONUMENTED       CGS
 MT0333
 MT0333                          STATION DESCRIPTION
 MT0333
 MT0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0333'14.0 MI NE FROM WILKINS.
 MT0333'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0333'POST AT WILKINS, THENCE 13.3 MILES SOUTHEAST, EAST AND NORTHEAST ALONG
 MT0333'A GRAVEL ROAD, 0.45 MILE SOUTHWEST OF A CATTLEGUARD, AT THE SOUTHWEST
 MT0333'END OF A CURVE AROUND THE SOUTHEAST SIDE OF A HILL, ABOUT 100 YARDS
 MT0333'NORTH OF A FENCE CORNER, IN LINE WITH THE PROLONGATION OF A
 MT0333'NORTH-SOUTH FENCE, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 MT0333'2.2 FEET NORTHWEST OF A WITNESS POST, 2 1/2 FEET LOWER THAN THE ROAD,
 MT0333'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 MT0333'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0278 ***********************************************************************
 MU0278  DESIGNATION -  M 196
 MU0278  PID         -  MU0278
 MU0278  STATE/COUNTY-  NV/HUMBOLDT
 MU0278  USGS QUAD   -  SOUTH OF MC DERMITT (1991)
 MU0278
 MU0278                         *CURRENT SURVEY CONTROL
 MU0278  ___________________________________________________________________
 MU0278* NAD 83(1986)-  41 47 12.     (N)    117 44 29.     (W)     SCALED    
 MU0278* NAVD 88     -      1341.545  (meters)    4401.39   (feet)  ADJUSTED  
 MU0278  ___________________________________________________________________
 MU0278  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 MU0278  DYNAMIC HT  -        1340.610 (meters)    4398.32  (feet)  COMP
 MU0278  MODELED GRAV-     979,879.7   (mgal)                       NAVD 88
 MU0278
 MU0278  VERT ORDER  -  SECOND    CLASS 0
 MU0278
 MU0278.The horizontal coordinates were scaled from a topographic map and have
 MU0278.an estimated accuracy of +/- 6 seconds.
 MU0278
 MU0278.The orthometric height was determined by differential leveling
 MU0278.and adjusted by the National Geodetic Survey in June 1991..
 MU0278
 MU0278.The geoid height was determined by GEOID03.
 MU0278
 MU0278.The dynamic height is computed by dividing the NAVD 88
 MU0278.geopotential number by the normal gravity value computed on the
 MU0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0278.degrees latitude (g = 980.6199 gals.).
 MU0278
 MU0278.The modeled gravity was interpolated from observed gravity values.
 MU0278
 MU0278;                    North         East    Units  Estimated Accuracy
 MU0278;SPC NV W     - 4,781,350.      869,980.      MT  (+/- 180 meters Scaled)
 MU0278
 MU0278                          SUPERSEDED SURVEY CONTROL
 MU0278
 MU0278  NGVD 29 (??/??/92) 1340.411  (m)         4397.67   (f) ADJ UNCH    2 0
 MU0278
 MU0278.Superseded values are not recommended for survey control.
 MU0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0278.See file dsdata.txt to determine how the superseded data were derived.
 MU0278
 MU0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG383263(NAD 83)
 MU0278_MARKER: DB = BENCH MARK DISK
 MU0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MU0278_SP_SET: CULVERT
 MU0278_STAMPING: M 196 1963
 MU0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0278
 MU0278  HISTORY     - Date     Condition        Report By
 MU0278  HISTORY     - 1963     MONUMENTED       CGS
 MU0278
 MU0278                          STATION DESCRIPTION
 MU0278
 MU0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0278'15.25 MI S FROM MCDERMITT.
 MU0278'15.25 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0278'LINE AT MCDERMITT, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 MU0278'HEAD WALL OF A 24-INCH PIPE CULVERT, 38 FEET EAST OF THE CENTER LINE
 MU0278'OF THE HIGHWAY, AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0159 ***********************************************************************
 MU0159  DESIGNATION -  M 197
 MU0159  PID         -  MU0159
 MU0159  STATE/COUNTY-  NV/HUMBOLDT
 MU0159  USGS QUAD   -  HOLLOWAY MEADOWS (1980)
 MU0159
 MU0159                         *CURRENT SURVEY CONTROL
 MU0159  ___________________________________________________________________
 MU0159* NAD 83(1986)-  41 45 13.     (N)    117 29 08.     (W)     SCALED    
 MU0159* NAVD 88     -      1918.906  (meters)    6295.61   (feet)  ADJUSTED  
 MU0159  ___________________________________________________________________
 MU0159  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 MU0159  DYNAMIC HT  -        1917.413 (meters)    6290.71  (feet)  COMP
 MU0159  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 MU0159
 MU0159  VERT ORDER  -  SECOND    CLASS 0
 MU0159
 MU0159.The horizontal coordinates were scaled from a topographic map and have
 MU0159.an estimated accuracy of +/- 6 seconds.
 MU0159
 MU0159.The orthometric height was determined by differential leveling
 MU0159.and adjusted by the National Geodetic Survey in June 1991..
 MU0159
 MU0159.The geoid height was determined by GEOID03.
 MU0159
 MU0159.The dynamic height is computed by dividing the NAVD 88
 MU0159.geopotential number by the normal gravity value computed on the
 MU0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0159.degrees latitude (g = 980.6199 gals.).
 MU0159
 MU0159.The modeled gravity was interpolated from observed gravity values.
 MU0159
 MU0159;                    North         East    Units  Estimated Accuracy
 MU0159;SPC NV W     - 4,777,920.      891,290.      MT  (+/- 180 meters Scaled)
 MU0159
 MU0159                          SUPERSEDED SURVEY CONTROL
 MU0159
 MU0159  NGVD 29 (??/??/92) 1917.674  (m)         6291.57   (f) ADJ UNCH    2 0
 MU0159
 MU0159.Superseded values are not recommended for survey control.
 MU0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0159.See file dsdata.txt to determine how the superseded data were derived.
 MU0159
 MU0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG596225(NAD 83)
 MU0159_MARKER: DB = BENCH MARK DISK
 MU0159_SETTING: 66 = SET IN ROCK OUTCROP
 MU0159_SP_SET: BEDROCK
 MU0159_STAMPING: M 197 1963
 MU0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0159+STABILITY: POSITION/ELEVATION WELL
 MU0159
 MU0159  HISTORY     - Date     Condition        Report By
 MU0159  HISTORY     - 1963     MONUMENTED       CGS
 MU0159
 MU0159                          STATION DESCRIPTION
 MU0159
 MU0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0159'32.7 MI SE FROM MCDERMITT.
 MU0159'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0159'LINE AT MCDERMITT, THENCE 17.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0159'THENCE 1.55 MILES NORTHEAST ALONG A DIRT ROAD, ON THE OUTSIDE OF A
 MU0159'CURVE, ON A POINT OVERLOOKING THE JUNCTION OF SIARD AND MARTIN CREEKS
 MU0159'AND A RANCH BUILDING, IN THE TOP OF BEDROCK FLUSH WITH THE GROUND, 101
 MU0159'FEET WEST OF THE CENTER LINE OF THE ROAD, 0.45 MILE NORTHEAST OF THE
 MU0159'JUNCTION OF SIARD AND MARTIN CREEKS, AND ABOUT 4 FEET LOWER THAN THE
 MU0159'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0183 ***********************************************************************
 MU0183  DESIGNATION -  M 198
 MU0183  PID         -  MU0183
 MU0183  STATE/COUNTY-  NV/HUMBOLDT
 MU0183  USGS QUAD   -  MAIDEN BUTTE (1980)
 MU0183
 MU0183                         *CURRENT SURVEY CONTROL
 MU0183  ___________________________________________________________________
 MU0183* NAD 83(1986)-  41 49 42.     (N)    117 12 38.     (W)     SCALED    
 MU0183* NAVD 88     -      1823.912  (meters)    5983.95   (feet)  ADJUSTED  
 MU0183  ___________________________________________________________________
 MU0183  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 MU0183  DYNAMIC HT  -        1822.532 (meters)    5979.42  (feet)  COMP
 MU0183  MODELED GRAV-     979,800.7   (mgal)                       NAVD 88
 MU0183
 MU0183  VERT ORDER  -  SECOND    CLASS 0
 MU0183
 MU0183.The horizontal coordinates were scaled from a topographic map and have
 MU0183.an estimated accuracy of +/- 6 seconds.
 MU0183
 MU0183.The orthometric height was determined by differential leveling
 MU0183.and adjusted by the National Geodetic Survey in June 1991..
 MU0183
 MU0183.The geoid height was determined by GEOID03.
 MU0183
 MU0183.The dynamic height is computed by dividing the NAVD 88
 MU0183.geopotential number by the normal gravity value computed on the
 MU0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0183.degrees latitude (g = 980.6199 gals.).
 MU0183
 MU0183.The modeled gravity was interpolated from observed gravity values.
 MU0183
 MU0183;                    North         East    Units  Estimated Accuracy
 MU0183;SPC NV W     - 4,786,540.      914,030.      MT  (+/- 180 meters Scaled)
 MU0183
 MU0183                          SUPERSEDED SURVEY CONTROL
 MU0183
 MU0183  NGVD 29 (??/??/92) 1822.715  (m)         5980.02   (f) ADJ UNCH    2 0
 MU0183
 MU0183.Superseded values are not recommended for survey control.
 MU0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0183.See file dsdata.txt to determine how the superseded data were derived.
 MU0183
 MU0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG825307(NAD 83)
 MU0183_MARKER: DB = BENCH MARK DISK
 MU0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0183_STAMPING: M 198 1963
 MU0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0183+STABILITY: SURFACE MOTION
 MU0183
 MU0183  HISTORY     - Date     Condition        Report By
 MU0183  HISTORY     - 1963     MONUMENTED       CGS
 MU0183
 MU0183                          STATION DESCRIPTION
 MU0183
 MU0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0183'55.15 MI E FROM MCDERMITT.
 MU0183'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0183'LINE AT MCDERMITT, THENCE 17.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0183'THENCE 20.2 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 3.8 MILES NORTH
 MU0183'ALONG A DIRT ROAD, 65 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.5
 MU0183'FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 MU0183'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0360 ***********************************************************************
 LQ0360  DESIGNATION -  M 199
 LQ0360  PID         -  LQ0360
 LQ0360  STATE/COUNTY-  NV/ELKO
 LQ0360  USGS QUAD   -  CEDAR RIDGE (1985)
 LQ0360
 LQ0360                         *CURRENT SURVEY CONTROL
 LQ0360  ___________________________________________________________________
 LQ0360* NAD 83(1986)-  40 23 08.     (N)    115 51 14.     (W)     SCALED    
 LQ0360* NAVD 88     -      1857.396  (meters)    6093.81   (feet)  ADJUSTED  
 LQ0360  ___________________________________________________________________
 LQ0360  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 LQ0360  DYNAMIC HT  -        1855.704 (meters)    6088.26  (feet)  COMP
 LQ0360  MODELED GRAV-     979,648.0   (mgal)                       NAVD 88
 LQ0360
 LQ0360  VERT ORDER  -  SECOND    CLASS 0
 LQ0360
 LQ0360.The horizontal coordinates were scaled from a topographic map and have
 LQ0360.an estimated accuracy of +/- 6 seconds.
 LQ0360
 LQ0360.The orthometric height was determined by differential leveling
 LQ0360.and adjusted by the National Geodetic Survey in June 1991..
 LQ0360
 LQ0360.The geoid height was determined by GEOID03.
 LQ0360
 LQ0360.The dynamic height is computed by dividing the NAVD 88
 LQ0360.geopotential number by the normal gravity value computed on the
 LQ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0360.degrees latitude (g = 980.6199 gals.).
 LQ0360
 LQ0360.The modeled gravity was interpolated from observed gravity values.
 LQ0360
 LQ0360;                    North         East    Units  Estimated Accuracy
 LQ0360;SPC NV E     - 8,625,460.      177,030.      MT  (+/- 180 meters Scaled)
 LQ0360
 LQ0360                          SUPERSEDED SURVEY CONTROL
 LQ0360
 LQ0360  NGVD 29 (??/??/92) 1856.254  (m)         6090.06   (f) ADJ UNCH    2 0
 LQ0360
 LQ0360.Superseded values are not recommended for survey control.
 LQ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0360.See file dsdata.txt to determine how the superseded data were derived.
 LQ0360
 LQ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE972711(NAD 83)
 LQ0360_MARKER: DB = BENCH MARK DISK
 LQ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0360_STAMPING: M 199 1963
 LQ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0360+STABILITY: SURFACE MOTION
 LQ0360
 LQ0360  HISTORY     - Date     Condition        Report By
 LQ0360  HISTORY     - 1963     MONUMENTED       CGS
 LQ0360
 LQ0360                          STATION DESCRIPTION
 LQ0360
 LQ0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0360'11.5 MI W FROM JIGGS.
 LQ0360'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0360'JIGGS, THENCE 11.2 MILES WEST ALONG THE LITTLE PORTER CREEK ROAD, 0.2
 LQ0360'MILE WEST OF A T FENCE JUNCTION, 29 FEET SOUTH OF THE CENTER LINE OF
 LQ0360'THE ROAD, 1.5 FEET NORTH OF A FENCE, 1.9 FEET WEST OF A WITNESS POST,
 LQ0360'1 FOOT HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST
 LQ0360'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0252 ***********************************************************************
 LS0252  DESIGNATION -  M 2
 LS0252  PID         -  LS0252
 LS0252  STATE/COUNTY-  NV/PERSHING
 LS0252  USGS QUAD   -  LOVELOCK (1987)
 LS0252
 LS0252                         *CURRENT SURVEY CONTROL
 LS0252  ___________________________________________________________________
 LS0252* NAD 83(1986)-  40 11 16.     (N)    118 28 33.     (W)     SCALED    
 LS0252* NAVD 88     -      1214.515  (meters)    3984.62   (feet)  ADJUSTED  
 LS0252  ___________________________________________________________________
 LS0252  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 LS0252  DYNAMIC HT  -        1213.541 (meters)    3981.43  (feet)  COMP
 LS0252  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 LS0252
 LS0252  VERT ORDER  -  FIRST     CLASS II
 LS0252
 LS0252.The horizontal coordinates were scaled from a topographic map and have
 LS0252.an estimated accuracy of +/- 6 seconds.
 LS0252
 LS0252.The orthometric height was determined by differential leveling
 LS0252.and adjusted by the National Geodetic Survey in June 1991..
 LS0252
 LS0252.The geoid height was determined by GEOID03.
 LS0252
 LS0252.The dynamic height is computed by dividing the NAVD 88
 LS0252.geopotential number by the normal gravity value computed on the
 LS0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0252.degrees latitude (g = 980.6199 gals.).
 LS0252
 LS0252.The modeled gravity was interpolated from observed gravity values.
 LS0252
 LS0252;                    North         East    Units  Estimated Accuracy
 LS0252;SPC NV W     - 4,603,470.      809,150.      MT  (+/- 180 meters Scaled)
 LS0252
 LS0252                          SUPERSEDED SURVEY CONTROL
 LS0252
 LS0252  NGVD 29 (??/??/92) 1213.567  (m)         3981.51   (f) ADJ UNCH    1 2
 LS0252
 LS0252.Superseded values are not recommended for survey control.
 LS0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0252.See file dsdata.txt to determine how the superseded data were derived.
 LS0252
 LS0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE743496(NAD 83)
 LS0252_MARKER: DD = SURVEY DISK
 LS0252_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LS0252_SP_SET: HEADWALL
 LS0252_STAMPING: M 2 1947 M-2
 LS0252_MARK LOGO: BOR   
 LS0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0252+STABILITY: SURFACE MOTION
 LS0252
 LS0252  HISTORY     - Date     Condition        Report By
 LS0252  HISTORY     - 1947     MONUMENTED       BOR
 LS0252  HISTORY     - 1951     GOOD             NGS
 LS0252  HISTORY     - 1986     GOOD             NGS
 LS0252
 LS0252                          STATION DESCRIPTION
 LS0252
 LS0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0252'0.5 MI N FROM LOVELOCK.
 LS0252'0.5 MILE NORTH ALONG CENTRAL STREET FROM THE COURTHOUSE AT LOVELOCK,
 LS0252'IN THE CENTER OF THE EAST HEADWALL OF A 6-FOOT BOX CONCRETE CULVERT,
 LS0252'63.4 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF
 LS0252'THE SOUTHEAST ONE OF FOUR CONCRETE AND ROCK POSTS FOR THE SIDEWALK,
 LS0252'61.3 FEET NORTH OF POWER LINE POLE NO. 3626 WHERE THE POWER LINE MAKES
 LS0252'A T JUNCTION, 20.3 FEET SOUTHWEST OF POWER LINE POLE NO. 13980 WITH A
 LS0252'GUY WIRE, 15 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, AND SET
 LS0252'ABOUT LEVEL WITH THE ROAD.
 LS0252
 LS0252                          STATION RECOVERY (1986)
 LS0252
 LS0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0252'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.14 KM (0.09
 LS0252'MI) NORTHWEST ALONG MAIN STREET FROM THE INTERSECTION OF CORNELL
 LS0252'AVENUE IN LOVELOCK, THENCE 0.79 KM (0.49 MI) NORTH ALONG CENTRAL
 LS0252'AVENUE, IN TOP AND CENTER OF THE EAST HEADWALL OF A 1.2- BY 1.8-METER
 LS0252'BOX CULVERT FOR A CANAL UNDER THE AVENUE, 5.2 METERS (17.0 FT) EAST OF
 LS0252'THE CENTERLINE OF THE AVENUE.
 LS0252'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0036 ***********************************************************************
 MV0036  DESIGNATION -  M 20
 MV0036  PID         -  MV0036
 MV0036  STATE/COUNTY-  NV/HUMBOLDT
 MV0036  USGS QUAD   -  WILDER CREEK RANCH (1990)
 MV0036
 MV0036                         *CURRENT SURVEY CONTROL
 MV0036  ___________________________________________________________________
 MV0036* NAD 83(1986)-  41 56 08.     (N)    118 37 17.     (W)     SCALED    
 MV0036* NAVD 88     -      1297.753  (meters)    4257.71   (feet)  ADJUSTED  
 MV0036  ___________________________________________________________________
 MV0036  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 MV0036  DYNAMIC HT  -        1296.910 (meters)    4254.95  (feet)  COMP
 MV0036  MODELED GRAV-     979,928.3   (mgal)                       NAVD 88
 MV0036
 MV0036  VERT ORDER  -  FIRST     CLASS II
 MV0036
 MV0036.The horizontal coordinates were scaled from a topographic map and have
 MV0036.an estimated accuracy of +/- 6 seconds.
 MV0036
 MV0036.The orthometric height was determined by differential leveling
 MV0036.and adjusted by the National Geodetic Survey in June 1991..
 MV0036
 MV0036.The geoid height was determined by GEOID03.
 MV0036
 MV0036.The dynamic height is computed by dividing the NAVD 88
 MV0036.geopotential number by the normal gravity value computed on the
 MV0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0036.degrees latitude (g = 980.6199 gals.).
 MV0036
 MV0036.The modeled gravity was interpolated from observed gravity values.
 MV0036
 MV0036;                    North         East    Units  Estimated Accuracy
 MV0036;SPC NV W     - 4,797,540.      796,840.      MT  (+/- 180 meters Scaled)
 MV0036
 MV0036                          SUPERSEDED SURVEY CONTROL
 MV0036
 MV0036  NGVD 29 (??/??/92) 1296.628  (m)         4254.02   (f) ADJ UNCH    1 2
 MV0036
 MV0036.Superseded values are not recommended for survey control.
 MV0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0036.See file dsdata.txt to determine how the superseded data were derived.
 MV0036
 MV0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG655438(NAD 83)
 MV0036_MARKER: DB = BENCH MARK DISK
 MV0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0036_STAMPING: 4254.050 M 20 1931
 MV0036_MARK LOGO: CGS   
 MV0036_PROJECTION: PROJECTING 10 CENTIMETERS
 MV0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0036+STABILITY: SURFACE MOTION
 MV0036
 MV0036  HISTORY     - Date     Condition        Report By
 MV0036  HISTORY     - 1931     MONUMENTED       CGS
 MV0036  HISTORY     - 1934     GOOD             NGS
 MV0036  HISTORY     - 1984     GOOD             NGS
 MV0036
 MV0036                          STATION DESCRIPTION
 MV0036
 MV0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MV0036'4.0 MI SE FROM DENIO, OR.
 MV0036'IN HUMBOLDT COUNTY, NEVADA, 4.0 MILES SOUTHEAST ALONG THE HIGHWAY FROM
 MV0036'DENIO, HARNEY COUNTY, OREGON, AND 49 FEET EAST OF THE CENTERLINE OF
 MV0036'THE HIGHWAY.  A STANDARD DISK, STAMPED 4254.050 M 20 1931 AND SET IN
 MV0036'THE TOP OF A CONCRETE POST.  NOTE-- 150 FEET W OF CENTERLINE OF
 MV0036'POWERLINE ROAD, 58 FEET E OF CENTERLINE OF HWY.
 MV0036
 MV0036                          STATION RECOVERY (1984)
 MV0036
 MV0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MV0036'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.47 KM
 MV0036'(4.02 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST OFFICE AT
 MV0036'DENIO, 0.75 KM (0.47 MI) NORTH OF MILEPOST 64, 1.80 KM (1.12 MI) SOUTH
 MV0036'OF THE T JUNCTION OF STATE HIGHWAY 292, 17.7 METERS (58 FT) EAST OF
 MV0036'THE HIGHWAY CENTERLINE, 62.5 METERS (205 FT) NORTHWEST OF POWER POLE C
 MV0036'20961 AND 45.4 METERS (149 FT) SOUTHEAST OF A HIGHWAY REFLECTOR.
 MV0036'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MV0036'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0233 ***********************************************************************
 LS0233  DESIGNATION -  M 20
 LS0233  PID         -  LS0233
 LS0233  STATE/COUNTY-  NV/PERSHING
 LS0233  USGS QUAD   -  WILDHORSE PASS (1987)
 LS0233
 LS0233                         *CURRENT SURVEY CONTROL
 LS0233  ___________________________________________________________________
 LS0233* NAD 83(1986)-  40 05 07.     (N)    118 28 36.     (W)     SCALED    
 LS0233* NAVD 88     -      1194.929  (meters)    3920.36   (feet)  ADJUSTED  
 LS0233  ___________________________________________________________________
 LS0233  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 LS0233  DYNAMIC HT  -        1193.956 (meters)    3917.17  (feet)  COMP
 LS0233  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 LS0233
 LS0233  VERT ORDER  -  SECOND    CLASS 0
 LS0233
 LS0233.The horizontal coordinates were scaled from a topographic map and have
 LS0233.an estimated accuracy of +/- 6 seconds.
 LS0233
 LS0233.The orthometric height was determined by differential leveling
 LS0233.and adjusted by the National Geodetic Survey in June 1991..
 LS0233
 LS0233.The geoid height was determined by GEOID03.
 LS0233
 LS0233.The dynamic height is computed by dividing the NAVD 88
 LS0233.geopotential number by the normal gravity value computed on the
 LS0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0233.degrees latitude (g = 980.6199 gals.).
 LS0233
 LS0233.The modeled gravity was interpolated from observed gravity values.
 LS0233
 LS0233;                    North         East    Units  Estimated Accuracy
 LS0233;SPC NV W     - 4,592,090.      809,100.      MT  (+/- 180 meters Scaled)
 LS0233
 LS0233                          SUPERSEDED SURVEY CONTROL
 LS0233
 LS0233  NGVD 29 (??/??/92) 1193.99   (m)         3917.3    (f) COMPUTED    2 0
 LS0233
 LS0233.Superseded values are not recommended for survey control.
 LS0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0233.See file dsdata.txt to determine how the superseded data were derived.
 LS0233
 LS0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE741382(NAD 83)
 LS0233_MARKER: DD = SURVEY DISK
 LS0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0233_SP_SET: CULVERT
 LS0233_STAMPING: M - 20
 LS0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0233
 LS0233  HISTORY     - Date     Condition        Report By
 LS0233  HISTORY     - UNK      MONUMENTED       BOR
 LS0233  HISTORY     - 1951     GOOD             NGS
 LS0233
 LS0233                          STATION DESCRIPTION
 LS0233
 LS0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0233'6.7 MI S FROM LOVELOCK.
 LS0233'4.6 MILES SOUTH ALONG A PAVED ROAD ON THE EAST SIDE OF THE TRACKS FROM
 LS0233'THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT LOVELOCK, THENCE 2.1
 LS0233'MILES SOUTH ALONG A GRAVEL ROAD, AT AN INTERSECTION OF ROADS RUNNING
 LS0233'NORTH AND SOUTH AND EAST AND WEST, IN THE TOP OF THE NORTH CONCRETE
 LS0233'HEADWALL OF A CONCRETE BRIDGE OVER AN IRRIGATION DITCH AT AND ACROSS
 LS0233'THE ROAD LEADING WEST, 43.2 FEET NORTHEAST AND ACROSS THE ROAD LEADING
 LS0233'WEST FROM THE NEVADA STATE HIGHWAY DEPARTMENT BENCH MARK, 36 1/2 FEET
 LS0233'NORTHWEST OF THE CENTER OF THE INTERSECTION, 35 1/2 FEET WEST OF THE
 LS0233'CENTER LINE OF THE NORTH AND SOUTH ROAD, 17 1/2 FEET NORTH OF THE
 LS0233'CENTER LINE OF THE ROAD LEADING WEST, 13.3 FEET SOUTHWEST OF A FENCE
 LS0233'CORNER POST, 1.0 FEET EAST OF THE WEST END OF THE NORTH CONCRETE
 LS0233'HEADWALL, AND SET ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0797 ***********************************************************************
 KR0797  DESIGNATION -  M 200
 KR0797  PID         -  KR0797
 KR0797  STATE/COUNTY-  NV/LYON
 KR0797  USGS QUAD   -  MISFITS FLAT (1985)
 KR0797
 KR0797                         *CURRENT SURVEY CONTROL
 KR0797  ___________________________________________________________________
 KR0797* NAD 83(1986)-  39 20 38.     (N)    119 25 23.     (W)     SCALED    
 KR0797* NAVD 88     -      1305.78   (+/-2cm)    4284.0    (feet)  VERTCON   
 KR0797  ___________________________________________________________________
 KR0797  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KR0797
 KR0797  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0797
 KR0797.The horizontal coordinates were scaled from a topographic map and have
 KR0797.an estimated accuracy of +/- 6 seconds.
 KR0797
 KR0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0797.The vertical order pertains to the NGVD 29 superseded value.
 KR0797
 KR0797.The geoid height was determined by GEOID03.
 KR0797
 KR0797;                    North         East    Units  Estimated Accuracy
 KR0797;SPC NV W     - 4,510,110.      727,620.      MT  (+/- 180 meters Scaled)
 KR0797
 KR0797                          SUPERSEDED SURVEY CONTROL
 KR0797
 KR0797  NGVD 29 (??/??/92) 1304.768  (m)         4280.73   (f) ADJ UNCH    2 0
 KR0797
 KR0797.Superseded values are not recommended for survey control.
 KR0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0797.See file dsdata.txt to determine how the superseded data were derived.
 KR0797
 KR0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD911577(NAD 83)
 KR0797_MARKER: DB = BENCH MARK DISK
 KR0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0797_STAMPING: M 200 1935
 KR0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0797+STABILITY: SURFACE MOTION
 KR0797
 KR0797  HISTORY     - Date     Condition        Report By
 KR0797  HISTORY     - 1935     MONUMENTED       CGS
 KR0797
 KR0797                          STATION DESCRIPTION
 KR0797
 KR0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0797'12.1 MI NE FROM DAYTON.
 KR0797'12.1 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 50.  ON LEVEL GROUND JUST
 KR0797'NORTHWEST OF DRY LAKE BED.  432 FEET SOUTH OF POWER LINE POLE NO.
 KR0797'13582.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0577 ***********************************************************************
 JR0577  DESIGNATION -  M 201
 JR0577  PID         -  JR0577
 JR0577  STATE/COUNTY-  NV/DOUGLAS
 JR0577  USGS QUAD   -  TOPAZ LAKE (1988)
 JR0577
 JR0577                         *CURRENT SURVEY CONTROL
 JR0577  ___________________________________________________________________
 JR0577* NAD 83(1986)-  38 42 03.     (N)    119 33 02.     (W)     SCALED    
 JR0577* NAVD 88     -      1635.46   (+/-2cm)    5365.7    (feet)  VERTCON   
 JR0577  ___________________________________________________________________
 JR0577  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 JR0577
 JR0577  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0577
 JR0577.The horizontal coordinates were scaled from a topographic map and have
 JR0577.an estimated accuracy of +/- 6 seconds.
 JR0577
 JR0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0577.The vertical order pertains to the NGVD 29 superseded value.
 JR0577
 JR0577.The geoid height was determined by GEOID03.
 JR0577
 JR0577;                    North         East    Units  Estimated Accuracy
 JR0577;SPC NV W     - 4,438,840.      715,870.      MT  (+/- 180 meters Scaled)
 JR0577
 JR0577                          SUPERSEDED SURVEY CONTROL
 JR0577
 JR0577  NGVD 29 (??/??/92) 1634.240  (m)         5361.67   (f) ADJ UNCH    2 0
 JR0577
 JR0577.Superseded values are not recommended for survey control.
 JR0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0577.See file dsdata.txt to determine how the superseded data were derived.
 JR0577
 JR0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC782866(NAD 83)
 JR0577_MARKER: DB = BENCH MARK DISK
 JR0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0577_STAMPING: M 201 1935
 JR0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0577+STABILITY: SURFACE MOTION
 JR0577
 JR0577  HISTORY     - Date     Condition        Report By
 JR0577  HISTORY     - 1935     MONUMENTED       CGS
 JR0577  HISTORY     - 1956     MARK NOT FOUND   NGS
 JR0577
 JR0577                          STATION DESCRIPTION
 JR0577
 JR0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JR0577'3.1 MI S FROM HOLBROOK.
 JR0577'3.1 MILES SOUTH ALONG U.S. HIGHWAY 395 FROM HOLBROOK, DOUGLAS
 JR0577'COUNTY, 0.1 MILE SOUTH OF THE CROSSING OF A ROAD LEADING TO A
 JR0577'C.C. C. CAMP, NEAR THE SECOND CURVE NORTH OF TOPAZ LAKE, ABOUT 200
 JR0577'YARDS FROM A MOUNTAIN TOP, 36.2 FEET SOUTHWEST OF THE WEST HEADWALL
 JR0577'OF A SMALL CULVERT, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 JR0577'AND SOUTH OF A LARGE EAST-AND-WEST DRAW.  A STANDARD DISK,
 JR0577'STAMPED M 201 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0332 ***********************************************************************
 JR0332  DESIGNATION -  M 202
 JR0332  PID         -  JR0332
 JR0332  STATE/COUNTY-  NV/LYON
 JR0332  USGS QUAD   -  YERINGTON (1986)
 JR0332
 JR0332                         *CURRENT SURVEY CONTROL
 JR0332  ___________________________________________________________________
 JR0332* NAD 83(1986)-  38 56 53.     (N)    119 09 49.     (W)     SCALED    
 JR0332* NAVD 88     -      1344.41   (+/-2cm)    4410.8    (feet)  VERTCON   
 JR0332  ___________________________________________________________________
 JR0332  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 JR0332
 JR0332  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0332
 JR0332.The horizontal coordinates were scaled from a topographic map and have
 JR0332.an estimated accuracy of +/- 6 seconds.
 JR0332
 JR0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0332.The vertical order pertains to the NGVD 29 superseded value.
 JR0332
 JR0332.The geoid height was determined by GEOID03.
 JR0332
 JR0332;                    North         East    Units  Estimated Accuracy
 JR0332;SPC NV W     - 4,465,990.      749,700.      MT  (+/- 180 meters Scaled)
 JR0332
 JR0332                          SUPERSEDED SURVEY CONTROL
 JR0332
 JR0332  NGVD 29 (??/??/92) 1343.360  (m)         4407.34   (f) ADJ UNCH    2 0
 JR0332
 JR0332.Superseded values are not recommended for survey control.
 JR0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0332.See file dsdata.txt to determine how the superseded data were derived.
 JR0332
 JR0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD125132(NAD 83)
 JR0332_MARKER: DB = BENCH MARK DISK
 JR0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0332_STAMPING: M 202 1935
 JR0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0332+STABILITY: SURFACE MOTION
 JR0332
 JR0332  HISTORY     - Date     Condition        Report By
 JR0332  HISTORY     - 1935     MONUMENTED       CGS
 JR0332
 JR0332                          STATION DESCRIPTION
 JR0332
 JR0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0332'2.7 MI S FROM YERINGTON.
 JR0332'2.7 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 JR0332'YERINGTON, LYON COUNTY, 33 FEET WEST OF THE CENTERLINE OF THE
 JR0332'HIGHWAY, 9.8 FEET SOUTH OF A GROUP OF COTTONWOOD TREES, 4 FEET
 JR0332'NORTH OF A WIRE GATE, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 JR0332'A STANDARD DISK, STAMPED M 202 1935 AND SET IN THE TOP OF A
 JR0332'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1059 ***********************************************************************
 KR1059  DESIGNATION -  M 208
 KR1059  PID         -  KR1059
 KR1059  STATE/COUNTY-  NV/WASHOE
 KR1059  USGS QUAD   -  MARLETTE LAKE (1992)
 KR1059
 KR1059                         *CURRENT SURVEY CONTROL
 KR1059  ___________________________________________________________________
 KR1059* NAD 83(1986)-  39 08 32.     (N)    119 55 31.     (W)     SCALED    
 KR1059* NAVD 88     -      2083.83   (+/-2cm)    6836.7    (feet)  VERTCON   
 KR1059  ___________________________________________________________________
 KR1059  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 KR1059
 KR1059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1059
 KR1059.The horizontal coordinates were scaled from a topographic map and have
 KR1059.an estimated accuracy of +/- 6 seconds.
 KR1059
 KR1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1059.The vertical order pertains to the NGVD 29 superseded value.
 KR1059
 KR1059.The geoid height was determined by GEOID03.
 KR1059
 KR1059;                    North         East    Units  Estimated Accuracy
 KR1059;SPC NV W     - 4,488,240.      684,000.      MT  (+/- 180 meters Scaled)
 KR1059
 KR1059                          SUPERSEDED SURVEY CONTROL
 KR1059
 KR1059  NGVD 29 (??/??/92) 2082.551  (m)         6832.50   (f) ADJ UNCH    2 0
 KR1059
 KR1059.Superseded values are not recommended for survey control.
 KR1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1059.See file dsdata.txt to determine how the superseded data were derived.
 KR1059
 KR1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD471366(NAD 83)
 KR1059_MARKER: DB = BENCH MARK DISK
 KR1059_SETTING: 80 = SET IN A BOULDER
 KR1059_STAMPING: M 208 1935
 KR1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1059+STABILITY: SURFACE MOTION
 KR1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1059+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 KR1059
 KR1059  HISTORY     - Date     Condition        Report By
 KR1059  HISTORY     - 1935     MONUMENTED       CGS
 KR1059  HISTORY     - 1941     GOOD             NGS
 KR1059  HISTORY     - 20030908 GOOD             USPSQD
 KR1059
 KR1059                          STATION DESCRIPTION
 KR1059
 KR1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KR1059'16.9 MI SW FROM CARSON CITY.
 KR1059'IN WASHOE COUNTY, 16.9 MILES SOUTHWEST OF CARSON CITY, ORMSBY COUNTY.
 KR1059'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 3.4 MILES
 KR1059'SOUTH ALONG U.S. HIGHWAY 395, THENCE 10.1 MILES WEST ALONG U.S.
 KR1059'HIGHWAY 50, AND 3.4 MILES NORTH ALONG STATE HIGHWAY 28.  IT IS 0.1
 KR1059'MILES NORTHWEST OF A DEEP ROCK CUT, ON A STONY MOUNTAIN SIDE SLOPING
 KR1059'SOUTHWEST TOWARD THE NEW HIGHWAY, MIDWAY BETWEEN THE OLD AND NEW
 KR1059'LOCATIONS OF THE HIGHWAY, IN THE TOP OF THE NORTHEAST END OF AN
 KR1059'EXTREMELY LARGE ROUNDED OBLONG BOULDER, AND ABOUT 6 FEET HIGHER THAN
 KR1059'THE NEW HIGHWAY.  A STANDARD DISK, STAMPED M 208 1935.
 KR1059
 KR1059                          STATION RECOVERY (2003)
 KR1059
 KR1059'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1090 ***********************************************************************
 KR1090  DESIGNATION -  M 209
 KR1090  PID         -  KR1090
 KR1090  STATE/COUNTY-  NV/DOUGLAS
 KR1090  USGS QUAD   -  MC TARNAHAN HILL (1994)
 KR1090
 KR1090                         *CURRENT SURVEY CONTROL
 KR1090  ___________________________________________________________________
 KR1090* NAD 83(1986)-  39 01 38.     (N)    119 39 24.     (W)     SCALED    
 KR1090* NAVD 88     -      1609.43   (+/-2cm)    5280.3    (feet)  VERTCON   
 KR1090  ___________________________________________________________________
 KR1090  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 KR1090
 KR1090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1090
 KR1090.The horizontal coordinates were scaled from a topographic map and have
 KR1090.an estimated accuracy of +/- 6 seconds.
 KR1090
 KR1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1090.The vertical order pertains to the NGVD 29 superseded value.
 KR1090
 KR1090.The geoid height was determined by GEOID03.
 KR1090
 KR1090;                    North         East    Units  Estimated Accuracy
 KR1090;SPC NV W     - 4,475,170.      707,070.      MT  (+/- 180 meters Scaled)
 KR1090
 KR1090                          SUPERSEDED SURVEY CONTROL
 KR1090
 KR1090  NGVD 29 (??/??/92) 1608.267  (m)         5276.46   (f) ADJ UNCH    2 0
 KR1090
 KR1090.Superseded values are not recommended for survey control.
 KR1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1090.See file dsdata.txt to determine how the superseded data were derived.
 KR1090
 KR1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD700231(NAD 83)
 KR1090_MARKER: DB = BENCH MARK DISK
 KR1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1090_STAMPING: M 209 1935
 KR1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1090+STABILITY: SURFACE MOTION
 KR1090
 KR1090  HISTORY     - Date     Condition        Report By
 KR1090  HISTORY     - 1935     MONUMENTED       CGS
 KR1090  HISTORY     - 1968     GOOD             USGS
 KR1090
 KR1090                          STATION DESCRIPTION
 KR1090
 KR1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR1090'8.9 MI E FROM STEWART.
 KR1090'IN DOUGLASS COUNTY, 8.9 MILES EAST ALONG THE WABUSKA ROAD FROM THE
 KR1090'POST OFFICE AT STEWART, ORMSBY COUNTY, AT A WIDE CURVE AROUND THE
 KR1090'SOUTH END OF A HILL, AT A SANDY DRAW, ON THE FLOOR OF A VALLEY ALONG A
 KR1090'DRY WASH, 97 FEET EAST OF A DRY CREEK CROSSING, AND 18 FEET NORTH OF
 KR1090'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED M 209 1935 AND
 KR1090'SET IN THE TOP OF A CONCRETE POST.
 KR1090
 KR1090                          STATION RECOVERY (1968)
 KR1090
 KR1090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0675 ***********************************************************************
 KR0675  DESIGNATION -  M 21
 KR0675  PID         -  KR0675
 KR0675  STATE/COUNTY-  NV/WASHOE
 KR0675  USGS QUAD   -  PAH RAH MTN (1985)
 KR0675
 KR0675                         *CURRENT SURVEY CONTROL
 KR0675  ___________________________________________________________________
 KR0675* NAD 83(1986)-  39 51 28.     (N)    119 28 35.     (W)     SCALED    
 KR0675* NAVD 88     -      1192.575  (meters)    3912.64   (feet)  ADJUSTED  
 KR0675  ___________________________________________________________________
 KR0675  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 KR0675  DYNAMIC HT  -        1191.581 (meters)    3909.38  (feet)  COMP
 KR0675  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 KR0675
 KR0675  VERT ORDER  -  FIRST     CLASS II
 KR0675
 KR0675.The horizontal coordinates were scaled from a topographic map and have
 KR0675.an estimated accuracy of +/- 6 seconds.
 KR0675
 KR0675.The orthometric height was determined by differential leveling
 KR0675.and adjusted by the National Geodetic Survey in June 1991..
 KR0675
 KR0675.The geoid height was determined by GEOID03.
 KR0675
 KR0675.The dynamic height is computed by dividing the NAVD 88
 KR0675.geopotential number by the normal gravity value computed on the
 KR0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0675.degrees latitude (g = 980.6199 gals.).
 KR0675
 KR0675.The modeled gravity was interpolated from observed gravity values.
 KR0675
 KR0675;                    North         East    Units  Estimated Accuracy
 KR0675;SPC NV W     - 4,567,200.      723,590.      MT  (+/- 180 meters Scaled)
 KR0675
 KR0675                          SUPERSEDED SURVEY CONTROL
 KR0675
 KR0675  NGVD 29 (??/??/92) 1191.585  (m)         3909.39   (f) ADJ UNCH    1 2
 KR0675
 KR0675.Superseded values are not recommended for survey control.
 KR0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0675.See file dsdata.txt to determine how the superseded data were derived.
 KR0675
 KR0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE881149(NAD 83)
 KR0675_MARKER: DB = BENCH MARK DISK
 KR0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0675_SP_SET: ABUTMENT
 KR0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0675
 KR0675  HISTORY     - Date     Condition        Report By
 KR0675  HISTORY     - UNK      MONUMENTED       CGS
 KR0675  HISTORY     - 1931     GOOD             NGS
 KR0675  HISTORY     - 1968     GOOD             NGS
 KR0675
 KR0675                          STATION DESCRIPTION
 KR0675
 KR0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 KR0675'9.7 MI S FROM SUTCLIFFE.
 KR0675'ON SOUTHERN PACIFIC RAILROAD, 900 FT. SOUTH OF MILE POST 299, 1000 FT.
 KR0675'SOUTH OF SIDE TRACK HESLIP AND ON TOP OF NORTHEAST ABUTMENT OF BRIDGE
 KR0675'NO. 298D.
 KR0675
 KR0675                          STATION RECOVERY (1968)
 KR0675
 KR0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KR0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0231 ***********************************************************************
 LS0231  DESIGNATION -  M 21
 LS0231  PID         -  LS0231
 LS0231  STATE/COUNTY-  NV/PERSHING
 LS0231  USGS QUAD   -  WILDHORSE PASS (1987)
 LS0231
 LS0231                         *CURRENT SURVEY CONTROL
 LS0231  ___________________________________________________________________
 LS0231* NAD 83(1986)-  40 04 16.     (N)    118 28 36.     (W)     SCALED    
 LS0231* NAVD 88     -      1194.079  (meters)    3917.57   (feet)  ADJUSTED  
 LS0231  ___________________________________________________________________
 LS0231  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 LS0231  DYNAMIC HT  -        1193.107 (meters)    3914.39  (feet)  COMP
 LS0231  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 LS0231
 LS0231  VERT ORDER  -  SECOND    CLASS 0
 LS0231
 LS0231.The horizontal coordinates were scaled from a topographic map and have
 LS0231.an estimated accuracy of +/- 6 seconds.
 LS0231
 LS0231.The orthometric height was determined by differential leveling
 LS0231.and adjusted by the National Geodetic Survey in June 1991..
 LS0231
 LS0231.The geoid height was determined by GEOID03.
 LS0231
 LS0231.The dynamic height is computed by dividing the NAVD 88
 LS0231.geopotential number by the normal gravity value computed on the
 LS0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0231.degrees latitude (g = 980.6199 gals.).
 LS0231
 LS0231.The modeled gravity was interpolated from observed gravity values.
 LS0231
 LS0231;                    North         East    Units  Estimated Accuracy
 LS0231;SPC NV W     - 4,590,510.      809,100.      MT  (+/- 180 meters Scaled)
 LS0231
 LS0231                          SUPERSEDED SURVEY CONTROL
 LS0231
 LS0231  NGVD 29 (??/??/92) 1193.14   (m)         3914.5    (f) COMPUTED    2 0
 LS0231
 LS0231.Superseded values are not recommended for survey control.
 LS0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0231.See file dsdata.txt to determine how the superseded data were derived.
 LS0231
 LS0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE740366(NAD 83)
 LS0231_MARKER: DD = SURVEY DISK
 LS0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0231_SP_SET: CULVERT
 LS0231_STAMPING: M - 21
 LS0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0231
 LS0231  HISTORY     - Date     Condition        Report By
 LS0231  HISTORY     - UNK      MONUMENTED       BOR
 LS0231  HISTORY     - 1951     GOOD             NGS
 LS0231
 LS0231                          STATION DESCRIPTION
 LS0231
 LS0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0231'7.7 MI S FROM LOVELOCK.
 LS0231'4.6 MILES SOUTH ALONG A PAVED ROAD ON THE EAST SIDE OF THE TRACKS FROM
 LS0231'THE SOUTHERN PACIFIC COMPANY RAILROAD STATION IN LOVELOCK, THENCE 3.1
 LS0231'MILES SOUTH ALONG A GRAVEL ROAD, AT A T JUNCTION OF A NORTH AND SOUTH
 LS0231'ROAD AND A ROAD LEADING WEST, IN THE TOP OF THE EAST CONCRETE HEADWALL
 LS0231'OF A BRIDGE ACROSS THE NORTH AND SOUTH ROAD, 87.7 FEET SOUTHEAST AND
 LS0231'ACROSS THE NORTH AND SOUTH ROAD FROM A NEVADA STATE HIGHWAY DEPARTMENT
 LS0231'MARK, 45 FEET SOUTHEAST OF A T JUNCTION OF ROADS, 15.7 FEET SOUTH OF
 LS0231'AN OVERHEAD GUY WIRE OR POLE FOR A POWER LINE, 12 1/2 FEET EAST OF THE
 LS0231'CENTER LINE OF THE NORTH AND SOUTH ROAD, 5.2 FEET SOUTH OF THE NORTH
 LS0231'END OF THE EAST CONCRETE HEADWALL, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0825 ***********************************************************************
 KR0825  DESIGNATION -  M 210
 KR0825  PID         -  KR0825
 KR0825  STATE/COUNTY-  NV/DOUGLAS
 KR0825  USGS QUAD   -  MOUNT COMO (1993)
 KR0825
 KR0825                         *CURRENT SURVEY CONTROL
 KR0825  ___________________________________________________________________
 KR0825* NAD 83(1986)-  39 04 19.     (N)    119 24 34.     (W)     SCALED    
 KR0825* NAVD 88     -      1624.58   (+/-2cm)    5330.0    (feet)  VERTCON   
 KR0825  ___________________________________________________________________
 KR0825  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 KR0825
 KR0825  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0825
 KR0825.The horizontal coordinates were scaled from a topographic map and have
 KR0825.an estimated accuracy of +/- 6 seconds.
 KR0825
 KR0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0825.The vertical order pertains to the NGVD 29 superseded value.
 KR0825
 KR0825.The geoid height was determined by GEOID03.
 KR0825
 KR0825;                    North         East    Units  Estimated Accuracy
 KR0825;SPC NV W     - 4,479,910.      728,520.      MT  (+/- 180 meters Scaled)
 KR0825
 KR0825                          SUPERSEDED SURVEY CONTROL
 KR0825
 KR0825  NGVD 29 (??/??/92) 1623.444  (m)         5326.25   (f) ADJ UNCH    2 0
 KR0825
 KR0825.Superseded values are not recommended for survey control.
 KR0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0825.See file dsdata.txt to determine how the superseded data were derived.
 KR0825
 KR0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD915275(NAD 83)
 KR0825_MARKER: DB = BENCH MARK DISK
 KR0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0825_STAMPING: M-210 1935
 KR0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0825+STABILITY: SURFACE MOTION
 KR0825
 KR0825  HISTORY     - Date     Condition        Report By
 KR0825  HISTORY     - 1935     MONUMENTED       CGS
 KR0825
 KR0825                          STATION DESCRIPTION
 KR0825
 KR0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0825'18.1 MI W FROM WABUSKA.
 KR0825'18.1 MILES WEST BY ROAD.  ALONG OLD COUNTY ROAD BETWEEN WABUSKA AND
 KR0825'CARSON CITY.  TO REACH FROM POST OFFICE GO ABOUT 4.5 MILES NORTHWEST
 KR0825'ALONG ROAD WHICH PARALLELS THE CARSON AND COLORADO RAILROAD TO A POINT
 KR0825'0.5 MILE NORTHWEST OF MILE POST 324.  THENCE, SOUTHWESTWARD 13.6 MILES
 KR0825'ALONG CHURCHILL CANYON ROAD.  MARK IS ON FLAT KNOLL IN VALLEY ABOUT
 KR0825'800 FEET WEST OF THE MOUTH OF LARGE CANYON TO THE NORTHEAST. MARK IS
 KR0825'0.4 MILE SOUTH OF SANDY DRAW, 0.2 MILE NORTH OF ROCK BUTTE ON THE EAST
 KR0825'SIDE OF VALLEY, AND 13 FEET EAST OF THE CENTER LINE OF THE ROAD. MARK
 KR0825'IS IN THE TOP OF A 6 INCH VITRIFIED TILE PIPE FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0143 ***********************************************************************
 JR0143  DESIGNATION -  M 212
 JR0143  PID         -  JR0143
 JR0143  STATE/COUNTY-  NV/LYON
 JR0143  USGS QUAD   -  MITCHELL SPRING (1989)
 JR0143
 JR0143                         *CURRENT SURVEY CONTROL
 JR0143  ___________________________________________________________________
 JR0143* NAD 83(1986)-  38 33 50.     (N)    118 58 42.     (W)     SCALED    
 JR0143* NAVD 88     -      1538.22   (+/-2cm)    5046.6    (feet)  VERTCON   
 JR0143  ___________________________________________________________________
 JR0143  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 JR0143
 JR0143  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0143
 JR0143.The horizontal coordinates were scaled from a topographic map and have
 JR0143.an estimated accuracy of +/- 6 seconds.
 JR0143
 JR0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0143.The vertical order pertains to the NGVD 29 superseded value.
 JR0143
 JR0143.The geoid height was determined by GEOID03.
 JR0143
 JR0143;                    North         East    Units  Estimated Accuracy
 JR0143;SPC NV W     - 4,423,260.      765,580.      MT  (+/- 180 meters Scaled)
 JR0143
 JR0143                          SUPERSEDED SURVEY CONTROL
 JR0143
 JR0143  NGVD 29 (??/??/92) 1537.017  (m)         5042.70   (f) ADJ UNCH    2 0
 JR0143
 JR0143.Superseded values are not recommended for survey control.
 JR0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0143.See file dsdata.txt to determine how the superseded data were derived.
 JR0143
 JR0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC276702(NAD 83)
 JR0143_MARKER: DB = BENCH MARK DISK
 JR0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JR0143_SP_SET: BUILDING
 JR0143_STAMPING: M 212 1935
 JR0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0143
 JR0143  HISTORY     - Date     Condition        Report By
 JR0143  HISTORY     - 1935     MONUMENTED       CGS
 JR0143  HISTORY     - 1940     GOOD             NGS
 JR0143
 JR0143                          STATION DESCRIPTION
 JR0143
 JR0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0143'IN WICHMAN.
 JR0143'IN SOUTH WALL NEAR SOUTHEAST CORNER OF POST OFFICE BUILDING.
 JR0143'3.0 FEET WEST OF POST OFFICE PORCH, 1 FOOT ABOVE GROUND.  MARK
 JR0143'SET VERTICALLY IN DRILL HOLE IN CONCRETE WALL.  STANDARD TABLET
 JR0143'VERTICALLY IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0133 ***********************************************************************
 JR0133  DESIGNATION -  M 213
 JR0133  PID         -  JR0133
 JR0133  STATE/COUNTY-  NV/MINERAL
 JR0133  USGS QUAD   -  COPPER CANYON (1988)
 JR0133
 JR0133                         *CURRENT SURVEY CONTROL
 JR0133  ___________________________________________________________________
 JR0133* NAD 83(1986)-  38 44 05.     (N)    118 49 59.     (W)     SCALED    
 JR0133* NAVD 88     -      2112.38   (+/-2cm)    6930.4    (feet)  VERTCON   
 JR0133  ___________________________________________________________________
 JR0133  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 JR0133
 JR0133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0133
 JR0133.The horizontal coordinates were scaled from a topographic map and have
 JR0133.an estimated accuracy of +/- 6 seconds.
 JR0133
 JR0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0133.The vertical order pertains to the NGVD 29 superseded value.
 JR0133
 JR0133.The geoid height was determined by GEOID03.
 JR0133
 JR0133;                    North         East    Units  Estimated Accuracy
 JR0133;SPC NV W     - 4,442,180.      778,290.      MT  (+/- 180 meters Scaled)
 JR0133
 JR0133                          SUPERSEDED SURVEY CONTROL
 JR0133
 JR0133  NGVD 29 (??/??/92) 2111.158  (m)         6926.36   (f) ADJ UNCH    2 0
 JR0133
 JR0133.Superseded values are not recommended for survey control.
 JR0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0133.See file dsdata.txt to determine how the superseded data were derived.
 JR0133
 JR0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC406889(NAD 83)
 JR0133_MARKER: DB = BENCH MARK DISK
 JR0133_SETTING: 80 = SET IN A BOULDER
 JR0133_SP_SET: BOULDER
 JR0133_STAMPING: M-213 1935
 JR0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0133+STABILITY: SURFACE MOTION
 JR0133
 JR0133  HISTORY     - Date     Condition        Report By
 JR0133  HISTORY     - 1935     MONUMENTED       CGS
 JR0133  HISTORY     - 19840801 GOOD             USGS
 JR0133
 JR0133                          STATION DESCRIPTION
 JR0133
 JR0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0133'20.6 MI SW FROM SCHURZ.
 JR0133'20.6 MILES SOUTHWEST BY ROAD AND TRAIL.  ALONG OLD PACK
 JR0133'TRAIL BETWEEN WALKER LAKE AND WALKER RIVER.  TO REACH FROM
 JR0133'POST OFFICE GO 16.0 MILES SOUTH ALONG STATE HIGHWAYS 1A AND 3
 JR0133'TO COPPER CANYON, THENCE, TURN RIGHT AND GO 4.6 MILES WEST UP
 JR0133'CANYON TO MARK.  ON THE STEEP EASTERLY SLOPE OF MOUNTAIN, AT THE
 JR0133'WEST END OF COPPER CANYON, 1.25 MILES SOUTHEAST OF THE SUMMIT OF
 JR0133'MOUNTAIN, 30 FEET EAST OF THE CENTER LINE OF PACK TRAIL,
 JR0133'IN THE TOP OF LARGE BOULDER WHICH PROJECTS 2 FEET ABOVE THE
 JR0133'GROUND.
 JR0133
 JR0133                          STATION RECOVERY (1984)
 JR0133
 JR0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RCN)
 JR0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0282 ***********************************************************************
 KR0282  DESIGNATION -  M 214
 KR0282  PID         -  KR0282
 KR0282  STATE/COUNTY-  NV/MINERAL
 KR0282  USGS QUAD   -  WEBER DAM (1987)
 KR0282
 KR0282                         *CURRENT SURVEY CONTROL
 KR0282  ___________________________________________________________________
 KR0282* NAD 83(1986)-  39 01 58.     (N)    118 47 57.     (W)     SCALED    
 KR0282* NAVD 88     -      1378.62   (+/-2cm)    4523.0    (feet)  VERTCON   
 KR0282  ___________________________________________________________________
 KR0282  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 KR0282
 KR0282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0282
 KR0282.The horizontal coordinates were scaled from a topographic map and have
 KR0282.an estimated accuracy of +/- 6 seconds.
 KR0282
 KR0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0282.The vertical order pertains to the NGVD 29 superseded value.
 KR0282
 KR0282.The geoid height was determined by GEOID03.
 KR0282
 KR0282;                    North         East    Units  Estimated Accuracy
 KR0282;SPC NV W     - 4,475,260.      781,310.      MT  (+/- 180 meters Scaled)
 KR0282
 KR0282                          SUPERSEDED SURVEY CONTROL
 KR0282
 KR0282  NGVD 29 (??/??/92) 1377.574  (m)         4519.59   (f) ADJ UNCH    2 0
 KR0282
 KR0282.Superseded values are not recommended for survey control.
 KR0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0282.See file dsdata.txt to determine how the superseded data were derived.
 KR0282
 KR0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD442219(NAD 83)
 KR0282_MARKER: DB = BENCH MARK DISK
 KR0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0282_STAMPING: M-214 1935
 KR0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0282+STABILITY: SURFACE MOTION
 KR0282
 KR0282  HISTORY     - Date     Condition        Report By
 KR0282  HISTORY     - 1935     MONUMENTED       CGS
 KR0282  HISTORY     - 1966     MARK NOT FOUND   NGS
 KR0282
 KR0282                          STATION DESCRIPTION
 KR0282
 KR0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0282'5.8 MI N FROM SCHURZ.
 KR0282'5.8 MILES NORTH OF POST OFFICE BY HIGHWAY.  BENCH MARK IS ALONG STATE
 KR0282'HIGHWAY 1A BETWEEN SCHURZ AND FALLON.  BENCH MARK IS ON THE SLOPE OF A
 KR0282'LONG HILL WHICH IS SOUTH OF A LARGE CLIFF, 5.4 MILES NORTH OF WALKER
 KR0282'RIVER BRIDGE, 0.4 MILE SOUTH OF POINT WHERE ROAD CURVES TO THE EAST
 KR0282'THROUGH HILLS, AND 42 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 KR0282
 KR0282                          STATION RECOVERY (1966)
 KR0282
 KR0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KR0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0317 ***********************************************************************
 KR0317  DESIGNATION -  M 215
 KR0317  PID         -  KR0317
 KR0317  STATE/COUNTY-  NV/CHURCHILL
 KR0317  USGS QUAD   -  SOUTH OF FALLON (1985)
 KR0317
 KR0317                         *CURRENT SURVEY CONTROL
 KR0317  ___________________________________________________________________
 KR0317* NAD 83(1986)-  39 18 50.     (N)    118 46 57.     (W)     SCALED    
 KR0317* NAVD 88     -      1193.10   (+/-2cm)    3914.4    (feet)  VERTCON   
 KR0317  ___________________________________________________________________
 KR0317  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 KR0317
 KR0317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0317
 KR0317.The horizontal coordinates were scaled from a topographic map and have
 KR0317.an estimated accuracy of +/- 6 seconds.
 KR0317
 KR0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0317.The vertical order pertains to the NGVD 29 superseded value.
 KR0317
 KR0317.The geoid height was determined by GEOID03.
 KR0317
 KR0317;                    North         East    Units  Estimated Accuracy
 KR0317;SPC NV W     - 4,506,460.      782,830.      MT  (+/- 180 meters Scaled)
 KR0317
 KR0317                          SUPERSEDED SURVEY CONTROL
 KR0317
 KR0317  NGVD 29 (??/??/92) 1192.132  (m)         3911.19   (f) ADJ UNCH    2 0
 KR0317
 KR0317.Superseded values are not recommended for survey control.
 KR0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0317.See file dsdata.txt to determine how the superseded data were derived.
 KR0317
 KR0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD463531(NAD 83)
 KR0317_MARKER: DB = BENCH MARK DISK
 KR0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0317_STAMPING: M-215 1935
 KR0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0317+STABILITY: SURFACE MOTION
 KR0317
 KR0317  HISTORY     - Date     Condition        Report By
 KR0317  HISTORY     - 1935     MONUMENTED       CGS
 KR0317  HISTORY     - 1940     GOOD             NGS
 KR0317  HISTORY     - 1967     MARK NOT FOUND   NGS
 KR0317
 KR0317                          STATION DESCRIPTION
 KR0317
 KR0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KR0317'11.8 MI S FROM FALLON.
 KR0317'LOCATED 11.8 MILES SOUTH OF POST OFFICE IN FALLON AND ON U. S. HWY.
 KR0317'NO. 95.  B.M. IS         IN FLAT COUNTRY WHICH IS GROWN OVER WITH SAGE
 KR0317'BRUSH.  98 FEET NORTHWEST OF WOODEN CULVERT WHICH CROSSES UNDER HWY.
 KR0317'95.  101 FEET WEST OF CENTERLINE OF HWY.95.  A LARGE WOODEN GATE ON
 KR0317'THE EAST SIDE OF HWY. AT THIS POINT.  A STANDARD DISC SET IN THE TOP
 KR0317'OF A CONCRETE POST STAMPED M-215 1935.
 KR0317
 KR0317                          STATION RECOVERY (1967)
 KR0317
 KR0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KR0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0373 ***********************************************************************
 JR0373  DESIGNATION -  M 217
 JR0373  PID         -  JR0373
 JR0373  STATE/COUNTY-  NV/LYON
 JR0373  USGS QUAD   -  YERINGTON SE (1986)
 JR0373
 JR0373                         *CURRENT SURVEY CONTROL
 JR0373  ___________________________________________________________________
 JR0373* NAD 83(1986)-  38 49 07.     (N)    119 03 38.     (W)     SCALED    
 JR0373* NAVD 88     -      1398.24   (+/-2cm)    4587.4    (feet)  VERTCON   
 JR0373  ___________________________________________________________________
 JR0373  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 JR0373
 JR0373  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0373
 JR0373.The horizontal coordinates were scaled from a topographic map and have
 JR0373.an estimated accuracy of +/- 6 seconds.
 JR0373
 JR0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0373.The vertical order pertains to the NGVD 29 superseded value.
 JR0373
 JR0373.The geoid height was determined by GEOID03.
 JR0373
 JR0373;                    North         East    Units  Estimated Accuracy
 JR0373;SPC NV W     - 4,451,570.      758,560.      MT  (+/- 180 meters Scaled)
 JR0373
 JR0373                          SUPERSEDED SURVEY CONTROL
 JR0373
 JR0373  NGVD 29 (??/??/92) 1397.150  (m)         4583.82   (f) ADJ UNCH    2 0
 JR0373
 JR0373.Superseded values are not recommended for survey control.
 JR0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0373.See file dsdata.txt to determine how the superseded data were derived.
 JR0373
 JR0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC211986(NAD 83)
 JR0373_MARKER: DB = BENCH MARK DISK
 JR0373_SETTING: 66 = SET IN ROCK OUTCROP
 JR0373_SP_SET: ROCK OUTCROP
 JR0373_STAMPING: M 217 1935
 JR0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0373+STABILITY: POSITION/ELEVATION WELL
 JR0373
 JR0373  HISTORY     - Date     Condition        Report By
 JR0373  HISTORY     - 1935     MONUMENTED       CGS
 JR0373  HISTORY     - 1949     GOOD             NGS
 JR0373
 JR0373                          STATION DESCRIPTION
 JR0373
 JR0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JR0373'17.1 MI SE FROM YERINGTON.
 JR0373'11.0 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 JR0373'YERINGTON, LYON COUNTY, THENCE 3.8 MILES EAST ALONG A GRADED
 JR0373'ROAD LEADING TO A ROAD JUNCTION 0.1 MILE EAST OF A BRIDGE OVER
 JR0373'EAST WALKER RIVER, AND THENCE 2.3 MILES SOUTHEAST ALONG THE
 JR0373'EAST WALKER ROAD, ABOUT 150 FEET EAST OF THE RIVER BED, ON THE
 JR0373'WEST SLOPE OF A HILL COVERED WITH GRANITE BOULDERS 93 FEET
 JR0373'EAST OF A FENCE, 41 FEET EAST OF THE CENTERLINE OF THE
 JR0373'ROAD, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK,
 JR0373'STAMPED M 217 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0311 ***********************************************************************
 JQ0311  DESIGNATION -  M 23
 JQ0311  PID         -  JQ0311
 JQ0311  STATE/COUNTY-  NV/MINERAL
 JQ0311  USGS QUAD   -  BETTLES WELL (1980)
 JQ0311
 JQ0311                         *CURRENT SURVEY CONTROL
 JQ0311  ___________________________________________________________________
 JQ0311* NAD 83(1986)-  38 27 29.     (N)    117 58 33.     (W)     SCALED    
 JQ0311* NAVD 88     -      1808.370  (meters)    5932.96   (feet)  ADJUSTED  
 JQ0311  ___________________________________________________________________
 JQ0311  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 JQ0311  DYNAMIC HT  -        1806.403 (meters)    5926.51  (feet)  COMP
 JQ0311  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 JQ0311
 JQ0311  VERT ORDER  -  FIRST     CLASS II
 JQ0311
 JQ0311.The horizontal coordinates were scaled from a topographic map and have
 JQ0311.an estimated accuracy of +/- 6 seconds.
 JQ0311
 JQ0311.The orthometric height was determined by differential leveling
 JQ0311.and adjusted by the National Geodetic Survey in June 1991..
 JQ0311
 JQ0311.The geoid height was determined by GEOID03.
 JQ0311
 JQ0311.The dynamic height is computed by dividing the NAVD 88
 JQ0311.geopotential number by the normal gravity value computed on the
 JQ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0311.degrees latitude (g = 980.6199 gals.).
 JQ0311
 JQ0311.The modeled gravity was interpolated from observed gravity values.
 JQ0311
 JQ0311;                    North         East    Units  Estimated Accuracy
 JQ0311;SPC NV W     - 4,411,620.      853,020.      MT  (+/- 180 meters Scaled)
 JQ0311
 JQ0311                          SUPERSEDED SURVEY CONTROL
 JQ0311
 JQ0311  NGVD 29 (??/??/92) 1807.136  (m)         5928.91   (f) ADJ UNCH    1 2
 JQ0311
 JQ0311.Superseded values are not recommended for survey control.
 JQ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0311.See file dsdata.txt to determine how the superseded data were derived.
 JQ0311
 JQ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC148570(NAD 83)
 JQ0311_MARKER: DB = BENCH MARK DISK
 JQ0311_SETTING: 80 = SET IN A BOULDER
 JQ0311_STAMPING: 5928.879 M 23 1933
 JQ0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0311+STABILITY: SURFACE MOTION
 JQ0311
 JQ0311  HISTORY     - Date     Condition        Report By
 JQ0311  HISTORY     - 1933     MONUMENTED       CGS
 JQ0311  HISTORY     - 1934     GOOD             NGS
 JQ0311  HISTORY     - 1975     MARK NOT FOUND   USGS
 JQ0311
 JQ0311                          STATION DESCRIPTION
 JQ0311
 JQ0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0311'9.6 MI NE FROM MINA.
 JQ0311'9.6 MILES NORTHEAST ALONG THE ROAD TO BATTLES WELL FROM THE SOUTHERN
 JQ0311'PACIFIC CO. RAILROAD STATION AT MINA, MINERAL COUNTY, 15 FEET SOUTH OF
 JQ0311'THE ROAD, AND IN THE TOP OF A ROUND-TOPPED BOULDER.  A STANDARD DISK,
 JQ0311'STAMPED 5928.879 M 23 1933.
 JQ0311
 JQ0311                          STATION RECOVERY (1975)
 JQ0311
 JQ0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JQ0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0341 ***********************************************************************
 JQ0341  DESIGNATION -  M 24
 JQ0341  PID         -  JQ0341
 JQ0341  STATE/COUNTY-  NV/NYE
 JQ0341  USGS QUAD   -  GOLDYKE (1979)
 JQ0341
 JQ0341                         *CURRENT SURVEY CONTROL
 JQ0341  ___________________________________________________________________
 JQ0341* NAD 83(1986)-  38 37 46.     (N)    117 49 11.     (W)     SCALED    
 JQ0341* NAVD 88     -      1828.550  (meters)    5999.17   (feet)  ADJUSTED  
 JQ0341  ___________________________________________________________________
 JQ0341  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 JQ0341  DYNAMIC HT  -        1826.589 (meters)    5992.73  (feet)  COMP
 JQ0341  MODELED GRAV-     979,490.4   (mgal)                       NAVD 88
 JQ0341
 JQ0341  VERT ORDER  -  FIRST     CLASS II
 JQ0341
 JQ0341.The horizontal coordinates were scaled from a topographic map and have
 JQ0341.an estimated accuracy of +/- 6 seconds.
 JQ0341
 JQ0341.The orthometric height was determined by differential leveling
 JQ0341.and adjusted by the National Geodetic Survey in June 1991..
 JQ0341
 JQ0341.The geoid height was determined by GEOID03.
 JQ0341
 JQ0341.The dynamic height is computed by dividing the NAVD 88
 JQ0341.geopotential number by the normal gravity value computed on the
 JQ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0341.degrees latitude (g = 980.6199 gals.).
 JQ0341
 JQ0341.The modeled gravity was interpolated from observed gravity values.
 JQ0341
 JQ0341;                    North         East    Units  Estimated Accuracy
 JQ0341;SPC NV C     - 6,431,100.      399,610.      MT  (+/- 180 meters Scaled)
 JQ0341
 JQ0341                          SUPERSEDED SURVEY CONTROL
 JQ0341
 JQ0341  NGVD 29 (??/??/92) 1827.297  (m)         5995.06   (f) ADJ UNCH    1 2
 JQ0341
 JQ0341.Superseded values are not recommended for survey control.
 JQ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0341.See file dsdata.txt to determine how the superseded data were derived.
 JQ0341
 JQ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC286759(NAD 83)
 JQ0341_MARKER: DB = BENCH MARK DISK
 JQ0341_SETTING: 80 = SET IN A BOULDER
 JQ0341_STAMPING: 5995.047 M 24 1933
 JQ0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0341+STABILITY: SURFACE MOTION
 JQ0341
 JQ0341  HISTORY     - Date     Condition        Report By
 JQ0341  HISTORY     - 1933     MONUMENTED       CGS
 JQ0341  HISTORY     - 1934     GOOD             NGS
 JQ0341
 JQ0341                          STATION DESCRIPTION
 JQ0341
 JQ0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0341'4.9 MI N FROM SIMON.
 JQ0341'IN NYE COUNTY, 4.9 MILES NORTH ALONG A ROAD FROM SIMON, MINERAL
 JQ0341'COUNTY, 1.3 MILES NORTH ALONG THE ROAD TO PACTOLUS FROM WARRIOR MINE,
 JQ0341'100 FEET SOUTH OF THE CREST OF A RIDGE, 47 FEET WEST OF THE CENTERLINE
 JQ0341'OF THE ROAD, AND IN THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED
 JQ0341'5995.047 M 24 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0328 ***********************************************************************
 JQ0328  DESIGNATION -  M 25
 JQ0328  PID         -  JQ0328
 JQ0328  STATE/COUNTY-  NV/MINERAL
 JQ0328  USGS QUAD   -  DICALITE SUMMIT (1980)
 JQ0328
 JQ0328                         *CURRENT SURVEY CONTROL
 JQ0328  ___________________________________________________________________
 JQ0328* NAD 83(1986)-  38 29 13.     (N)    117 51 01.     (W)     SCALED    
 JQ0328* NAVD 88     -      1934.806  (meters)    6347.78   (feet)  ADJUSTED  
 JQ0328  ___________________________________________________________________
 JQ0328  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 JQ0328  DYNAMIC HT  -        1932.672 (meters)    6340.77  (feet)  COMP
 JQ0328  MODELED GRAV-     979,456.2   (mgal)                       NAVD 88
 JQ0328
 JQ0328  VERT ORDER  -  FIRST     CLASS II
 JQ0328
 JQ0328.The horizontal coordinates were scaled from a topographic map and have
 JQ0328.an estimated accuracy of +/- 6 seconds.
 JQ0328
 JQ0328.The orthometric height was determined by differential leveling
 JQ0328.and adjusted by the National Geodetic Survey in June 1991..
 JQ0328
 JQ0328.The geoid height was determined by GEOID03.
 JQ0328
 JQ0328.The dynamic height is computed by dividing the NAVD 88
 JQ0328.geopotential number by the normal gravity value computed on the
 JQ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0328.degrees latitude (g = 980.6199 gals.).
 JQ0328
 JQ0328.The modeled gravity was interpolated from observed gravity values.
 JQ0328
 JQ0328;                    North         East    Units  Estimated Accuracy
 JQ0328;SPC NV W     - 4,414,900.      863,950.      MT  (+/- 180 meters Scaled)
 JQ0328
 JQ0328                          SUPERSEDED SURVEY CONTROL
 JQ0328
 JQ0328  NGVD 29 (??/??/92) 1933.536  (m)         6343.61   (f) ADJ UNCH    1 2
 JQ0328
 JQ0328.Superseded values are not recommended for survey control.
 JQ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0328.See file dsdata.txt to determine how the superseded data were derived.
 JQ0328
 JQ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC258601(NAD 83)
 JQ0328_MARKER: DB = BENCH MARK DISK
 JQ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0328_STAMPING: 6343.583 M 25 1933
 JQ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0328+STABILITY: SURFACE MOTION
 JQ0328
 JQ0328  HISTORY     - Date     Condition        Report By
 JQ0328  HISTORY     - 1933     MONUMENTED       CGS
 JQ0328  HISTORY     - 1934     GOOD             NGS
 JQ0328
 JQ0328                          STATION DESCRIPTION
 JQ0328
 JQ0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0328'17.7 MI NE FROM MINA.
 JQ0328'17.7 MILES NORTHEAST ALONG THE ROAD TO CLOVERDALE RANCH FROM MINA,
 JQ0328'MINERAL COUNTY, AND 23 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A
 JQ0328'STANDARD DISK, STAMPED 6343.583 M 25 1933 AND SET IN THE TOP OF A
 JQ0328'CONCRETE POST PROJECTING 1.2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0181 ***********************************************************************
 KQ0181  DESIGNATION -  M 26
 KQ0181  PID         -  KQ0181
 KQ0181  STATE/COUNTY-  NV/LANDER
 KQ0181  USGS QUAD   -  BARRETT CANYON (1988)
 KQ0181
 KQ0181                         *CURRENT SURVEY CONTROL
 KQ0181  ___________________________________________________________________
 KQ0181* NAD 83(1986)-  39 00 50.     (N)    117 27 36.     (W)     SCALED    
 KQ0181* NAVD 88     -      2001.973  (meters)    6568.14   (feet)  ADJUSTED  
 KQ0181  ___________________________________________________________________
 KQ0181  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 KQ0181  DYNAMIC HT  -        1999.751 (meters)    6560.85  (feet)  COMP
 KQ0181  MODELED GRAV-     979,446.8   (mgal)                       NAVD 88
 KQ0181
 KQ0181  VERT ORDER  -  FIRST     CLASS II
 KQ0181
 KQ0181.The horizontal coordinates were scaled from a topographic map and have
 KQ0181.an estimated accuracy of +/- 6 seconds.
 KQ0181
 KQ0181.The orthometric height was determined by differential leveling
 KQ0181.and adjusted by the National Geodetic Survey in June 1991..
 KQ0181
 KQ0181.The geoid height was determined by GEOID03.
 KQ0181
 KQ0181.The dynamic height is computed by dividing the NAVD 88
 KQ0181.geopotential number by the normal gravity value computed on the
 KQ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0181.degrees latitude (g = 980.6199 gals.).
 KQ0181
 KQ0181.The modeled gravity was interpolated from observed gravity values.
 KQ0181
 KQ0181;                    North         East    Units  Estimated Accuracy
 KQ0181;SPC NV C     - 6,473,440.      431,300.      MT  (+/- 180 meters Scaled)
 KQ0181
 KQ0181                          SUPERSEDED SURVEY CONTROL
 KQ0181
 KQ0181  NGVD 29 (??/??/92) 2000.564  (m)         6563.52   (f) ADJ UNCH    1 2
 KQ0181
 KQ0181.Superseded values are not recommended for survey control.
 KQ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0181.See file dsdata.txt to determine how the superseded data were derived.
 KQ0181
 KQ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD601184(NAD 83)
 KQ0181_MARKER: DB = BENCH MARK DISK
 KQ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0181_STAMPING: 6563.432 M 26 1933
 KQ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0181+STABILITY: SURFACE MOTION
 KQ0181
 KQ0181  HISTORY     - Date     Condition        Report By
 KQ0181  HISTORY     - 1933     MONUMENTED       CGS
 KQ0181  HISTORY     - 1955     GOOD             NGS
 KQ0181  HISTORY     - 1968     GOOD             NGS
 KQ0181
 KQ0181                          STATION DESCRIPTION
 KQ0181
 KQ0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0181'9.1 MI W FROM AUSTIN.
 KQ0181'9.1 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE IN AUSTIN,
 KQ0181'LANDER COUNTY, THENCE 33.8 MILES SOUTH ALONG STATE HIGHWAY 21, AT THE
 KQ0181'SOUTH END OF AN ABANDONED LANDING STRIP ALONGSIDE THE HIGHWAY, 26 FEET
 KQ0181'EAST OF THE HIGHWAY AND NEAR A LARGE WHITE POST.  A STANDARD DISK,
 KQ0181'STAMPED 6563.432 M 26 1933 AND SET IN THE TOP OF A CONCRETE POST.
 KQ0181
 KQ0181                          STATION RECOVERY (1968)
 KQ0181
 KQ0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KQ0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0419 ***********************************************************************
 LR0419  DESIGNATION -  M 28
 LR0419  PID         -  LR0419
 LR0419  STATE/COUNTY-  NV/LANDER
 LR0419  USGS QUAD   -  REDROCK SPRING (1990)
 LR0419
 LR0419                         *CURRENT SURVEY CONTROL
 LR0419  ___________________________________________________________________
 LR0419* NAD 83(1986)-  40 22 15.     (N)    117 03 43.     (W)     SCALED    
 LR0419* NAVD 88     -      1461.104  (meters)    4793.64   (feet)  ADJUSTED  
 LR0419  ___________________________________________________________________
 LR0419  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 LR0419  DYNAMIC HT  -        1459.874 (meters)    4789.60  (feet)  COMP
 LR0419  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 LR0419
 LR0419  VERT ORDER  -  FIRST     CLASS II
 LR0419
 LR0419.The horizontal coordinates were scaled from a topographic map and have
 LR0419.an estimated accuracy of +/- 6 seconds.
 LR0419
 LR0419.The orthometric height was determined by differential leveling
 LR0419.and adjusted by the National Geodetic Survey in June 1991..
 LR0419
 LR0419.The geoid height was determined by GEOID03.
 LR0419
 LR0419.The dynamic height is computed by dividing the NAVD 88
 LR0419.geopotential number by the normal gravity value computed on the
 LR0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0419.degrees latitude (g = 980.6199 gals.).
 LR0419
 LR0419.The modeled gravity was interpolated from observed gravity values.
 LR0419
 LR0419;                    North         East    Units  Estimated Accuracy
 LR0419;SPC NV C     - 6,623,860.      466,430.      MT  (+/- 180 meters Scaled)
 LR0419
 LR0419                          SUPERSEDED SURVEY CONTROL
 LR0419
 LR0419  NGVD 29 (??/??/92) 1460.010  (m)         4790.05   (f) ADJ UNCH    1 2
 LR0419
 LR0419.Superseded values are not recommended for survey control.
 LR0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0419.See file dsdata.txt to determine how the superseded data were derived.
 LR0419
 LR0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME947689(NAD 83)
 LR0419_MARKER: DB = BENCH MARK DISK
 LR0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0419_STAMPING: 4789.780 M 28 1933
 LR0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0419+STABILITY: SURFACE MOTION
 LR0419
 LR0419  HISTORY     - Date     Condition        Report By
 LR0419  HISTORY     - 1933     MONUMENTED       CGS
 LR0419  HISTORY     - 1934     GOOD             NGS
 LR0419
 LR0419                          STATION DESCRIPTION
 LR0419
 LR0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LR0419'20.0 MI S FROM BATTLE MOUNTAIN.
 LR0419'20.0 MILES SOUTH ALONG THE NEVADA CENTRAL RAILROAD FROM BATTLE
 LR0419'MOUNTAIN, LANDER COUNTY, 24 FEET SOUTH OF MILEPOST 20, AND 50 FEET
 LR0419'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LR0419'4789.780 M 28 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 LR0419'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0010 ***********************************************************************
 LQ0010  DESIGNATION -  M 29
 LQ0010  PID         -  LQ0010
 LQ0010  STATE/COUNTY-  NV/ELKO
 LQ0010  USGS QUAD   -  SHAFTER (1971)
 LQ0010
 LQ0010                         *CURRENT SURVEY CONTROL
 LQ0010  ___________________________________________________________________
 LQ0010* NAD 83(1986)-  40 46 37.     (N)    114 27 45.     (W)     SCALED    
 LQ0010* NAVD 88     -      1703.154  (meters)    5587.76   (feet)  ADJUSTED  
 LQ0010  ___________________________________________________________________
 LQ0010  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 LQ0010  DYNAMIC HT  -        1701.692 (meters)    5582.97  (feet)  COMP
 LQ0010  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 LQ0010
 LQ0010  VERT ORDER  -  FIRST     CLASS II
 LQ0010
 LQ0010.The horizontal coordinates were scaled from a topographic map and have
 LQ0010.an estimated accuracy of +/- 6 seconds.
 LQ0010
 LQ0010.The orthometric height was determined by differential leveling
 LQ0010.and adjusted by the National Geodetic Survey in June 1991..
 LQ0010
 LQ0010.The geoid height was determined by GEOID03.
 LQ0010
 LQ0010.The dynamic height is computed by dividing the NAVD 88
 LQ0010.geopotential number by the normal gravity value computed on the
 LQ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0010.degrees latitude (g = 980.6199 gals.).
 LQ0010
 LQ0010.The modeled gravity was interpolated from observed gravity values.
 LQ0010
 LQ0010;                    North         East    Units  Estimated Accuracy
 LQ0010;SPC NV E     - 8,669,480.      294,610.      MT  (+/- 180 meters Scaled)
 LQ0010
 LQ0010                          SUPERSEDED SURVEY CONTROL
 LQ0010
 LQ0010  NGVD 29 (??/??/92) 1702.058  (m)         5584.17   (f) ADJ UNCH    1 2
 LQ0010
 LQ0010.Superseded values are not recommended for survey control.
 LQ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0010.See file dsdata.txt to determine how the superseded data were derived.
 LQ0010
 LQ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF141170(NAD 83)
 LQ0010_MARKER: DB = BENCH MARK DISK
 LQ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0010_STAMPING: 5584.169 M 29 1933
 LQ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0010+STABILITY: SURFACE MOTION
 LQ0010
 LQ0010  HISTORY     - Date     Condition        Report By
 LQ0010  HISTORY     - 1933     MONUMENTED       CGS
 LQ0010
 LQ0010                          STATION DESCRIPTION
 LQ0010
 LQ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0010'5.5 MI S FROM SHAFTER.
 LQ0010'ABOUT 5.5 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM SHAFTER,
 LQ0010'ELKO COUNTY, 3 FEET SOUTH OF MILEPOST 24, AND 47 FEET WEST OF THE
 LQ0010'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 5584.169 M 29 1933
 LQ0010'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE
 LQ0010'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0311 ***********************************************************************
 KR0311  DESIGNATION -  M 293
 KR0311  PID         -  KR0311
 KR0311  STATE/COUNTY-  NV/CHURCHILL
 KR0311  USGS QUAD   -  RUSSELL SPIT (1987)
 KR0311
 KR0311                         *CURRENT SURVEY CONTROL
 KR0311  ___________________________________________________________________
 KR0311* NAD 83(1986)-  39 14 49.     (N)    118 45 32.     (W)     SCALED    
 KR0311* NAVD 88     -      1254.31   (+/-2cm)    4115.2    (feet)  VERTCON   
 KR0311  ___________________________________________________________________
 KR0311  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 KR0311
 KR0311  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0311
 KR0311.The horizontal coordinates were scaled from a topographic map and have
 KR0311.an estimated accuracy of +/- 6 seconds.
 KR0311
 KR0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0311.The vertical order pertains to the NGVD 29 superseded value.
 KR0311
 KR0311.The geoid height was determined by GEOID03.
 KR0311
 KR0311;                    North         East    Units  Estimated Accuracy
 KR0311;SPC NV W     - 4,499,030.      784,850.      MT  (+/- 180 meters Scaled)
 KR0311
 KR0311                          SUPERSEDED SURVEY CONTROL
 KR0311
 KR0311  NGVD 29 (??/??/92) 1253.311  (m)         4111.90   (f) ADJ UNCH    1 2
 KR0311
 KR0311.Superseded values are not recommended for survey control.
 KR0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0311.See file dsdata.txt to determine how the superseded data were derived.
 KR0311
 KR0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD482456(NAD 83)
 KR0311_MARKER: DB = BENCH MARK DISK
 KR0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0311_STAMPING: M 293 1940
 KR0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0311+STABILITY: SURFACE MOTION
 KR0311
 KR0311  HISTORY     - Date     Condition        Report By
 KR0311  HISTORY     - 1940     MONUMENTED       CGS
 KR0311  HISTORY     - 1955     GOOD             NGS
 KR0311  HISTORY     - 1965     MARK NOT FOUND   NGS
 KR0311
 KR0311                          STATION DESCRIPTION
 KR0311
 KR0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0311'16.0 MI S FROM FALLON.
 KR0311'16.0 MILES SOUTH ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 KR0311'FALLON, ON A GRADE, AT A SHALLOW CUT BANK, 162.7 FEET SOUTHEAST OF THE
 KR0311'CENTER OF THE NORTHWEST END OF AN 18-INCH CORRUGATED METAL PIPE
 KR0311'CULVERT, 44.2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.9
 KR0311'FOOT EAST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND
 KR0311'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 KR0311'GROUND.
 KR0311
 KR0311                          STATION RECOVERY (1965)
 KR0311
 KR0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KR0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0782 ***********************************************************************
 JR0782  DESIGNATION -  M 294
 JR0782  PID         -  JR0782
 JR0782  STATE/COUNTY-  NV/MINERAL
 JR0782  USGS QUAD   -  MURPHYS WELL (1980)
 JR0782
 JR0782                         *CURRENT SURVEY CONTROL
 JR0782  ___________________________________________________________________
 JR0782* NAD 83(1986)-  38 57 27.     (N)    118 19 32.     (W)     SCALED    
 JR0782* NAVD 88     -      1276.58   (+/-2cm)    4188.2    (feet)  VERTCON   
 JR0782  ___________________________________________________________________
 JR0782  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 JR0782
 JR0782  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0782
 JR0782.The horizontal coordinates were scaled from a topographic map and have
 JR0782.an estimated accuracy of +/- 6 seconds.
 JR0782
 JR0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0782.The vertical order pertains to the NGVD 29 superseded value.
 JR0782
 JR0782.The geoid height was determined by GEOID03.
 JR0782
 JR0782;                    North         East    Units  Estimated Accuracy
 JR0782;SPC NV W     - 4,466,910.      822,340.      MT  (+/- 180 meters Scaled)
 JR0782
 JR0782                          SUPERSEDED SURVEY CONTROL
 JR0782
 JR0782  NGVD 29 (??/??/92) 1275.532  (m)         4184.81   (f) ADJ UNCH    1 2
 JR0782
 JR0782.Superseded values are not recommended for survey control.
 JR0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0782.See file dsdata.txt to determine how the superseded data were derived.
 JR0782
 JR0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD851128(NAD 83)
 JR0782_MARKER: DB = BENCH MARK DISK
 JR0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0782_STAMPING: M 294 1940
 JR0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0782+STABILITY: SURFACE MOTION
 JR0782
 JR0782  HISTORY     - Date     Condition        Report By
 JR0782  HISTORY     - 1940     MONUMENTED       CGS
 JR0782  HISTORY     - 1955     GOOD             NGS
 JR0782
 JR0782                          STATION DESCRIPTION
 JR0782
 JR0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0782'5.6 MI SE FROM RAWHIDE.
 JR0782'2.9 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE GRUTT
 JR0782'BROTHERS MINING COMPANY OFFICE AT RAWHIDE, THENCE 1.8 MILES
 JR0782'SOUTHEAST ALONG A GRADED ROAD ALONG THE NORTHEAST SIDE OF A WIDE
 JR0782'DRY WASH, THENCE 0.9 MILE SOUTHEAST ALONG A NARROW DIRT ROAD,
 JR0782'1.2 MILES NORTHWEST OF THE NORTHWEST EDGE OF A LARGE ALKALI
 JR0782'FLAT, 0.55 MILE NORTHWEST OF THE Y JUNCTION OF A DIM TRACK ROAD
 JR0782'LEADING EAST, 0.4 MILE NORTHWEST OF THE Y JUNCTION OF A TRACK
 JR0782'ROAD LEADING SOUTHWEST, 20 FEET WEST OF THE WEST EDGE OF A SMALL
 JR0782'DRY WASH, 15 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 JR0782'1.9 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 JR0782'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 JR0782'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0884 ***********************************************************************
 JR0884  DESIGNATION -  M 295
 JR0884  PID         -  JR0884
 JR0884  STATE/COUNTY-  NV/NYE
 JR0884  USGS QUAD   -  MOUNT ANNIE SE (1979)
 JR0884
 JR0884                         *CURRENT SURVEY CONTROL
 JR0884  ___________________________________________________________________
 JR0884* NAD 83(1986)-  38 49 28.     (N)    118 00 04.     (W)     SCALED    
 JR0884* NAVD 88     -      1395.173  (meters)    4577.33   (feet)  ADJUSTED  
 JR0884  ___________________________________________________________________
 JR0884  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 JR0884  DYNAMIC HT  -        1393.797 (meters)    4572.82  (feet)  COMP
 JR0884  MODELED GRAV-     979,593.2   (mgal)                       NAVD 88
 JR0884
 JR0884  VERT ORDER  -  FIRST     CLASS II
 JR0884
 JR0884.The horizontal coordinates were scaled from a topographic map and have
 JR0884.an estimated accuracy of +/- 6 seconds.
 JR0884
 JR0884.The orthometric height was determined by differential leveling
 JR0884.and adjusted by the National Geodetic Survey in June 1991..
 JR0884
 JR0884.The geoid height was determined by GEOID03.
 JR0884
 JR0884.The dynamic height is computed by dividing the NAVD 88
 JR0884.geopotential number by the normal gravity value computed on the
 JR0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0884.degrees latitude (g = 980.6199 gals.).
 JR0884
 JR0884.The modeled gravity was interpolated from observed gravity values.
 JR0884
 JR0884;                    North         East    Units  Estimated Accuracy
 JR0884;SPC NV C     - 6,452,960.      384,130.      MT  (+/- 180 meters Scaled)
 JR0884
 JR0884                          SUPERSEDED SURVEY CONTROL
 JR0884
 JR0884.No superseded survey control is available for this station.
 JR0884
 JR0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC130977(NAD 83)
 JR0884_MARKER: DB = BENCH MARK DISK
 JR0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0884_STAMPING: M 295 1940
 JR0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0884+STABILITY: SURFACE MOTION
 JR0884
 JR0884  HISTORY     - Date     Condition        Report By
 JR0884  HISTORY     - 1940     MONUMENTED       CGS
 JR0884  HISTORY     - 1955     GOOD             NGS
 JR0884  HISTORY     - 1984     GOOD             NGS
 JR0884
 JR0884                          STATION DESCRIPTION
 JR0884
 JR0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0884'6.5 MI SW FROM GABBS.
 JR0884'0.4 MILE SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS, THENCE
 JR0884'4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 23, THENCE 1.9 MILES NORTHWEST
 JR0884'ALONG A NARROW DIRT ROAD, 0.2 MILE NORTHWEST OF A SHALLOW DRY WASH, 20
 JR0884'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTHWEST OF A
 JR0884'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 JR0884'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JR0884
 JR0884                          STATION RECOVERY (1984)
 JR0884
 JR0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0884'NOTE--STATE HIGHWAY 23 IS NOW STATE HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0268 ***********************************************************************
 GS0268  DESIGNATION -  M 296
 GS0268  PID         -  GS0268
 GS0268  STATE/COUNTY-  NV/NYE
 GS0268  USGS QUAD   -  LEELAND (1987)
 GS0268
 GS0268                         *CURRENT SURVEY CONTROL
 GS0268  ___________________________________________________________________
 GS0268* NAD 83(1986)-  36 33 58.     (N)    116 34 39.     (W)     SCALED    
 GS0268* NAVD 88     -       722.242  (meters)    2369.56   (feet)  ADJUSTED  
 GS0268  ___________________________________________________________________
 GS0268  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GS0268  DYNAMIC HT  -         721.526 (meters)    2367.21  (feet)  COMP
 GS0268  MODELED GRAV-     979,616.8   (mgal)                       NAVD 88
 GS0268
 GS0268  VERT ORDER  -  FIRST     CLASS II
 GS0268
 GS0268.The horizontal coordinates were scaled from a topographic map and have
 GS0268.an estimated accuracy of +/- 6 seconds.
 GS0268
 GS0268.The orthometric height was determined by differential leveling
 GS0268.and adjusted by the National Geodetic Survey in June 1991..
 GS0268
 GS0268.The geoid height was determined by GEOID03.
 GS0268
 GS0268.The dynamic height is computed by dividing the NAVD 88
 GS0268.geopotential number by the normal gravity value computed on the
 GS0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0268.degrees latitude (g = 980.6199 gals.).
 GS0268
 GS0268.The modeled gravity was interpolated from observed gravity values.
 GS0268
 GS0268;                    North         East    Units  Estimated Accuracy
 GS0268;SPC NV C     - 6,201,490.      507,980.      MT  (+/- 180 meters Scaled)
 GS0268
 GS0268                          SUPERSEDED SURVEY CONTROL
 GS0268
 GS0268  NGVD 29 (??/??/??)  721.455  (m)         2366.97   (f) ADJUSTED    1 2
 GS0268
 GS0268.Superseded values are not recommended for survey control.
 GS0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0268.See file dsdata.txt to determine how the superseded data were derived.
 GS0268
 GS0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA378468(NAD 83)
 GS0268_MARKER: DB = BENCH MARK DISK
 GS0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0268_STAMPING: M 296 1943
 GS0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0268+STABILITY: SURFACE MOTION
 GS0268
 GS0268  HISTORY     - Date     Condition        Report By
 GS0268  HISTORY     - 1943     MONUMENTED       CGS
 GS0268
 GS0268                          STATION DESCRIPTION
 GS0268
 GS0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GS0268'20.8 MI NW FROM DEATH VALLEY JCT.
 GS0268'IN NYE COUNTY, NEVADA, 20.8 MILES NORTHWEST ALONG THE ABANDONED
 GS0268'TONOPAH AND TIDEWATER RAILROAD FROM THE FORMER STATION AT DEATH
 GS0268'VALLEY JUNCTION, INYO COUNTY, CALIFORNIA, AND 60 FEET EAST OF
 GS0268'THE OLD ROADBED.  A STANDARD DISK, STAMPED M 296 1943 AND SET IN
 GS0268'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0117 ***********************************************************************
 LS0117  DESIGNATION -  M 297 RESET
 LS0117  PID         -  LS0117
 LS0117  STATE/COUNTY-  NV/PERSHING
 LS0117  USGS QUAD   -  LOVELOCK (1987)
 LS0117
 LS0117                         *CURRENT SURVEY CONTROL
 LS0117  ___________________________________________________________________
 LS0117* NAD 83(1986)-  40 13 26.     (N)    118 25 42.     (W)     SCALED    
 LS0117* NAVD 88     -      1221.32   (meters)    4006.9    (feet)  RESET     
 LS0117  ___________________________________________________________________
 LS0117  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 LS0117
 LS0117  VERT ORDER  -  THIRD
 LS0117
 LS0117.The horizontal coordinates were scaled from a topographic map and have
 LS0117.an estimated accuracy of +/- 6 seconds.
 LS0117
 LS0117.The orthometric height was computed from unverified reset data.
 LS0117
 LS0117.The geoid height was determined by GEOID03.
 LS0117
 LS0117;                    North         East    Units  Estimated Accuracy
 LS0117;SPC NV W     - 4,607,480.      813,190.      MT  (+/- 180 meters Scaled)
 LS0117
 LS0117                          SUPERSEDED SURVEY CONTROL
 LS0117
 LS0117.No superseded survey control is available for this station.
 LS0117
 LS0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE784535(NAD 83)
 LS0117_MARKER: DD = SURVEY DISK
 LS0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0117_STAMPING: M 297 RESET 1954
 LS0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0117+STABILITY: SURFACE MOTION
 LS0117
 LS0117  HISTORY     - Date     Condition        Report By
 LS0117  HISTORY     - 1954     MONUMENTED       NVDH
 LS0117
 LS0117                          STATION DESCRIPTION
 LS0117
 LS0117'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1954
 LS0117'3.8 MI NE FROM LOVELOCK.
 LS0117'3.8 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LS0117'LOVELOCK, PERSHING COUNTY, NEAR A BRIDGE OVER AN IRRIGATION CANAL, 42
 LS0117'FEET RIGHT (SOUTHEAST) OF THE CENTER LINE OF THE HIGHWAY AT SURVEY
 LS0117'STATION P 210+50.00, AND 2 FEET INSIDE THE RIGHT-OF-WAY LINE.  A
 LS0117'STANDARD DISK, STAMPED M 297 RESET 1954 SET IN THE TOP OF A CONCRETE
 LS0117'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0212 ***********************************************************************
 LS0212  DESIGNATION -  M 298
 LS0212  PID         -  LS0212
 LS0212  STATE/COUNTY-  NV/PERSHING
 LS0212  USGS QUAD   -  BUENA VISTA HILLS NORTH (1987)
 LS0212
 LS0212                         *CURRENT SURVEY CONTROL
 LS0212  ___________________________________________________________________
 LS0212* NAD 83(1986)-  40 05 35.     (N)    118 09 36.     (W)     SCALED    
 LS0212* NAVD 88     -      1259.755  (meters)    4133.05   (feet)  ADJUSTED  
 LS0212  ___________________________________________________________________
 LS0212  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 LS0212  DYNAMIC HT  -        1258.744 (meters)    4129.73  (feet)  COMP
 LS0212  MODELED GRAV-     979,779.1   (mgal)                       NAVD 88
 LS0212
 LS0212  VERT ORDER  -  SECOND    CLASS 0
 LS0212
 LS0212.The horizontal coordinates were scaled from a topographic map and have
 LS0212.an estimated accuracy of +/- 6 seconds.
 LS0212
 LS0212.The orthometric height was determined by differential leveling
 LS0212.and adjusted by the National Geodetic Survey in June 1991..
 LS0212
 LS0212.The geoid height was determined by GEOID03.
 LS0212
 LS0212.The dynamic height is computed by dividing the NAVD 88
 LS0212.geopotential number by the normal gravity value computed on the
 LS0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0212.degrees latitude (g = 980.6199 gals.).
 LS0212
 LS0212.The modeled gravity was interpolated from observed gravity values.
 LS0212
 LS0212;                    North         East    Units  Estimated Accuracy
 LS0212;SPC NV W     - 4,593,030.      836,100.      MT  (+/- 180 meters Scaled)
 LS0212
 LS0212                          SUPERSEDED SURVEY CONTROL
 LS0212
 LS0212  NGVD 29 (??/??/92) 1258.788  (m)         4129.87   (f) ADJ UNCH    2 0
 LS0212
 LS0212.Superseded values are not recommended for survey control.
 LS0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0212.See file dsdata.txt to determine how the superseded data were derived.
 LS0212
 LS0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME011387(NAD 83)
 LS0212_MARKER: DB = BENCH MARK DISK
 LS0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0212_STAMPING: M 298 1945
 LS0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0212+STABILITY: SURFACE MOTION
 LS0212
 LS0212  HISTORY     - Date     Condition        Report By
 LS0212  HISTORY     - 1945     MONUMENTED       CGS
 LS0212  HISTORY     - 1958     GOOD             NGS
 LS0212  HISTORY     - 1982     GOOD             USGS
 LS0212
 LS0212                          STATION DESCRIPTION
 LS0212
 LS0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LS0212'24.25 MI SE FROM LOVELOCK.
 LS0212'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0212'STREET AT LOVELOCK, THENCE 17.75 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 LS0212'THENCE 0.25 MILE NORTH ALONG A GRAVEL ROAD.  AT THE SITE OF THE
 LS0212'ABANDONED HUMBOLDT INTERMEDIATE FIELD, ABOUT 650 FEET SOUTHEAST OF THE
 LS0212'CROSSING OF A NARROW NORTH-SOUTH GRAVEL ROAD AND A TELEPHONE LINE, 8
 LS0212'FEET WEST OF THE EAST SIDE OF A CONCRETE CURB, 6.5 FEET EAST OF A
 LS0212'SAWED-OFF FLAGPOLE SET IN CONCRETE, AND SET IN THE TOP OF A CONCRETE
 LS0212'POST PROJECTING ABOVE THE GROUND.
 LS0212
 LS0212                          STATION RECOVERY (1982)
 LS0212
 LS0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LS0212'6.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF MAIN
 LS0212'STREET AT LOVELOCK 6.8 MILES NORTHEAST ALONG BUSINESS I-80 FROM THE
 LS0212'JCT. OF MAIN ST. AT LOVELOCK, THENCE 13, MILE EAST ALONG STATE
 LS0212'HIGHWAY 857 COAL CANYON TO ROAD. JUCTION SOUTHEAST, THENCE 2.85 MILES
 LS0212'SOUTHEAST ALONG GRADED DIRT RD. TO X-RDS., THENCE 0.2 MILE NORTH
 LS0212'ALONG GRADED DIRT ROAD, ABOUT 650FEET SOUTHEAST OF THE CROSSING OF A
 LS0212'NARROW NORTH-SOUTH GRAVEL RD. AND A TELEPHONE LINE, 8 FEET WEST OF
 LS0212'THE EAST SIDE OF A CONCRETE CURB, 6.5 FEET EAST OF A SAWED-OFF
 LS0212'FLAGPOLE SET IN CONCRETE, AND SET IN THE TOP OF A CONCRETE POST
 LS0212'PROJECTING ABOVE THE GROUND AND STAMPED 'M 298 1945'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0134 ***********************************************************************
 MT0134  DESIGNATION -  M 3
 MT0134  PID         -  MT0134
 MT0134  STATE/COUNTY-  NV/ELKO
 MT0134  USGS QUAD   -  MONTELLO (1967)
 MT0134
 MT0134                         *CURRENT SURVEY CONTROL
 MT0134  ___________________________________________________________________
 MT0134* NAD 83(1986)-  41 16 54.     (N)    114 09 23.     (W)     SCALED    
 MT0134* NAVD 88     -      1472.618  (meters)    4831.41   (feet)  POSTED    
 MT0134  ___________________________________________________________________
 MT0134  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 MT0134  DYNAMIC HT  -        1471.480 (meters)    4827.68  (feet)  COMP
 MT0134  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 MT0134
 MT0134  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MT0134
 MT0134.The horizontal coordinates were scaled from a topographic map and have
 MT0134.an estimated accuracy of +/- 6 seconds.
 MT0134
 MT0134.The orthometric height was determined by differential leveling
 MT0134.and adjusted by the National Geodetic Survey in 1992..
 MT0134.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MT0134.rate of 0.0 thru 1.0 mm/km.
 MT0134
 MT0134.The geoid height was determined by GEOID03.
 MT0134
 MT0134.The dynamic height is computed by dividing the NAVD 88
 MT0134.geopotential number by the normal gravity value computed on the
 MT0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0134.degrees latitude (g = 980.6199 gals.).
 MT0134
 MT0134.The modeled gravity was interpolated from observed gravity values.
 MT0134
 MT0134;                    North         East    Units  Estimated Accuracy
 MT0134;SPC NV E     - 8,725,910.      319,530.      MT  (+/- 180 meters Scaled)
 MT0134
 MT0134                          SUPERSEDED SURVEY CONTROL
 MT0134
 MT0134  NGVD 29 (??/??/92) 1471.517  (m)         4827.80   (f) ADJ UNCH    1 2
 MT0134
 MT0134.Superseded values are not recommended for survey control.
 MT0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0134.See file dsdata.txt to determine how the superseded data were derived.
 MT0134
 MT0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF381739(NAD 83)
 MT0134_MARKER: Z = SEE DESCRIPTION
 MT0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0134+STABILITY: SURFACE MOTION
 MT0134
 MT0134  HISTORY     - Date     Condition        Report By
 MT0134  HISTORY     - UNK      MONUMENTED       CGS
 MT0134  HISTORY     - 1911     GOOD             NGS
 MT0134  HISTORY     - 1953     MARK NOT FOUND   NGS
 MT0134
 MT0134                          STATION DESCRIPTION
 MT0134
 MT0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1911
 MT0134'IN AKBAR.
 MT0134'AKBAR, 9 TELEGRAPH POLES EAST OF MILEPOST 665 WITH TWO SEMAPHORE
 MT0134'TOWERS IN RANGE, 69.2 METERS SOUTH OF MAIN TRACK, 1 METER NORTH OF
 MT0134'SOUTH LINE FENCE, IN TOP OF STONE POST.  BOTTOM OF SQUARE HOLE.
 MT0134
 MT0134                          STATION RECOVERY (1953)
 MT0134
 MT0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 MT0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0221 ***********************************************************************
 LQ0221  DESIGNATION -  M 30
 LQ0221  PID         -  LQ0221
 LQ0221  STATE/COUNTY-  NV/ELKO
 LQ0221  USGS QUAD   -  GOSHUTE LAKE NORTH (1982)
 LQ0221
 LQ0221                         *CURRENT SURVEY CONTROL
 LQ0221  ___________________________________________________________________
 LQ0221* NAD 83(1986)-  40 11 02.     (N)    114 42 09.     (W)     SCALED    
 LQ0221* NAVD 88     -      1782.213  (meters)    5847.14   (feet)  ADJUSTED  
 LQ0221  ___________________________________________________________________
 LQ0221  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 LQ0221  DYNAMIC HT  -        1780.544 (meters)    5841.67  (feet)  COMP
 LQ0221  MODELED GRAV-     979,626.0   (mgal)                       NAVD 88
 LQ0221
 LQ0221  VERT ORDER  -  FIRST     CLASS II
 LQ0221
 LQ0221.The horizontal coordinates were scaled from a topographic map and have
 LQ0221.an estimated accuracy of +/- 6 seconds.
 LQ0221
 LQ0221.The orthometric height was determined by differential leveling
 LQ0221.and adjusted by the National Geodetic Survey in June 1991..
 LQ0221
 LQ0221.The geoid height was determined by GEOID03.
 LQ0221
 LQ0221.The dynamic height is computed by dividing the NAVD 88
 LQ0221.geopotential number by the normal gravity value computed on the
 LQ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0221.degrees latitude (g = 980.6199 gals.).
 LQ0221
 LQ0221.The modeled gravity was interpolated from observed gravity values.
 LQ0221
 LQ0221;                    North         East    Units  Estimated Accuracy
 LQ0221;SPC NV E     - 8,603,400.      275,010.      MT  (+/- 180 meters Scaled)
 LQ0221
 LQ0221                          SUPERSEDED SURVEY CONTROL
 LQ0221
 LQ0221  NGVD 29 (??/??/92) 1781.055  (m)         5843.34   (f) ADJ UNCH    1 2
 LQ0221
 LQ0221.Superseded values are not recommended for survey control.
 LQ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0221.See file dsdata.txt to determine how the superseded data were derived.
 LQ0221
 LQ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE955506(NAD 83)
 LQ0221_MARKER: DB = BENCH MARK DISK
 LQ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0221_STAMPING: 5843.345 M 30 1933
 LQ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0221+STABILITY: SURFACE MOTION
 LQ0221
 LQ0221  HISTORY     - Date     Condition        Report By
 LQ0221  HISTORY     - 1933     MONUMENTED       CGS
 LQ0221
 LQ0221                          STATION DESCRIPTION
 LQ0221
 LQ0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0221'7.0 MI S FROM CURRIE.
 LQ0221'ABOUT 7.0 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM CURRIE,
 LQ0221'ELKO COUNTY, ABOUT 1 MILE NORTH OF THE SIDING AT GOSHUTE, ABOUT 120
 LQ0221'FEET NORTHEAST OF MILEPOST 70, 54 FEET EAST OF THE CENTER LINE OF THE
 LQ0221'TRACK, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LQ0221'STAMPED 5843.345 M 30 1933 AND SET IN THE TOP OF A CONCRETE POST
 LQ0221'PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0790 ***********************************************************************
 GR0790  DESIGNATION -  M 301
 GR0790  PID         -  GR0790
 GR0790  STATE/COUNTY-  NV/CLARK
 GR0790  USGS QUAD   -  MOAPA WEST (1983)
 GR0790
 GR0790                         *CURRENT SURVEY CONTROL
 GR0790  ___________________________________________________________________
 GR0790* NAD 83(1986)-  36 43 54.     (N)    114 43 32.     (W)     SCALED    
 GR0790* NAVD 88     -       553.953  (meters)    1817.43   (feet)  ADJUSTED  
 GR0790  ___________________________________________________________________
 GR0790  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 GR0790  DYNAMIC HT  -         553.427 (meters)    1815.70  (feet)  COMP
 GR0790  MODELED GRAV-     979,665.3   (mgal)                       NAVD 88
 GR0790
 GR0790  VERT ORDER  -  SECOND    CLASS 0
 GR0790
 GR0790.The horizontal coordinates were scaled from a topographic map and have
 GR0790.an estimated accuracy of +/- 6 seconds.
 GR0790
 GR0790.The orthometric height was determined by differential leveling
 GR0790.and adjusted by the National Geodetic Survey in June 1991..
 GR0790
 GR0790.The geoid height was determined by GEOID03.
 GR0790
 GR0790.The dynamic height is computed by dividing the NAVD 88
 GR0790.geopotential number by the normal gravity value computed on the
 GR0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0790.degrees latitude (g = 980.6199 gals.).
 GR0790
 GR0790.The modeled gravity was interpolated from observed gravity values.
 GR0790
 GR0790;                    North         East    Units  Estimated Accuracy
 GR0790;SPC NV E     - 8,220,200.      276,610.      MT  (+/- 180 meters Scaled)
 GR0790
 GR0790                          SUPERSEDED SURVEY CONTROL
 GR0790
 GR0790  NGVD 29 (??/??/92)  553.295  (m)         1815.27   (f) ADJ UNCH    2 0
 GR0790
 GR0790.Superseded values are not recommended for survey control.
 GR0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0790.See file dsdata.txt to determine how the superseded data were derived.
 GR0790
 GR0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA030675(NAD 83)
 GR0790_MARKER: DB = BENCH MARK DISK
 GR0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0790_STAMPING: M 301 1941
 GR0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0790+STABILITY: SURFACE MOTION
 GR0790
 GR0790  HISTORY     - Date     Condition        Report By
 GR0790  HISTORY     - 1941     MONUMENTED       CGS
 GR0790  HISTORY     - 1970     GOOD             NGS
 GR0790  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0790
 GR0790                          STATION DESCRIPTION
 GR0790
 GR0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GR0790'7.0 MI NW FROM MOAPA.
 GR0790'ABOUT 7.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE OVERPASS OVER
 GR0790'THE UNION PACIFIC RAILROAD AT MOAPA, CLARK COUNTY, ABOUT 230.0 FEET
 GR0790'WEST OF THE CROSSING OF THE ROAD LEADING TO THE VEGAS STOCK FARM, ON
 GR0790'THE TOP OF A SMALL GRAVEL KNOLL, 40.0 FEET SOUTHWEST OF THE CENTER
 GR0790'LINE OF THE HIGHWAY, AND 2.5 FEET EAST OF A TRIANGULAR CONCRETE POST
 GR0790'PROJECTING ABOUT 1.8 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED M
 GR0790'301 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6
 GR0790'FOOT ABOVE GROUND.
 GR0790
 GR0790                          STATION RECOVERY (1970)
 GR0790
 GR0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GR0790'RECOVERED IN GOOD CONDITION.
 GR0790
 GR0790                          STATION RECOVERY (1982)
 GR0790
 GR0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0196 ***********************************************************************
 HP0196  DESIGNATION -  M 304
 HP0196  PID         -  HP0196
 HP0196  STATE/COUNTY-  NV/LINCOLN
 HP0196  USGS QUAD   -  LOWER PAHRANAGAT LAKE SW (1980)
 HP0196
 HP0196                         *CURRENT SURVEY CONTROL
 HP0196  ___________________________________________________________________
 HP0196* NAD 83(1986)-  37 06 02.     (N)    115 12 01.     (W)     SCALED    
 HP0196* NAVD 88     -      1130.223  (meters)    3708.07   (feet)  ADJUSTED  
 HP0196  ___________________________________________________________________
 HP0196  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 HP0196  DYNAMIC HT  -        1129.024 (meters)    3704.14  (feet)  COMP
 HP0196  MODELED GRAV-     979,531.4   (mgal)                       NAVD 88
 HP0196
 HP0196  VERT ORDER  -  SECOND    CLASS 0
 HP0196
 HP0196.The horizontal coordinates were scaled from a topographic map and have
 HP0196.an estimated accuracy of +/- 6 seconds.
 HP0196
 HP0196.The orthometric height was determined by differential leveling
 HP0196.and adjusted by the National Geodetic Survey in June 1991..
 HP0196
 HP0196.The geoid height was determined by GEOID03.
 HP0196
 HP0196.The dynamic height is computed by dividing the NAVD 88
 HP0196.geopotential number by the normal gravity value computed on the
 HP0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0196.degrees latitude (g = 980.6199 gals.).
 HP0196
 HP0196.The modeled gravity was interpolated from observed gravity values.
 HP0196
 HP0196;                    North         East    Units  Estimated Accuracy
 HP0196;SPC NV E     - 8,260,860.      234,050.      MT  (+/- 180 meters Scaled)
 HP0196
 HP0196                          SUPERSEDED SURVEY CONTROL
 HP0196
 HP0196  NGVD 29 (??/??/92) 1129.356  (m)         3705.23   (f) ADJ UNCH    2 0
 HP0196
 HP0196.Superseded values are not recommended for survey control.
 HP0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0196.See file dsdata.txt to determine how the superseded data were derived.
 HP0196
 HP0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB599075(NAD 83)
 HP0196_MARKER: DB = BENCH MARK DISK
 HP0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0196_SP_SET: CONCRETE POST
 HP0196_STAMPING: M 304 1941
 HP0196_MARK LOGO: CGS   
 HP0196_MAGNETIC: N = NO MAGNETIC MATERIAL
 HP0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0196+STABILITY: SURFACE MOTION
 HP0196
 HP0196  HISTORY     - Date     Condition        Report By
 HP0196  HISTORY     - 1941     MONUMENTED       CGS
 HP0196  HISTORY     - 19930309 GOOD             LOCENG
 HP0196
 HP0196                          STATION DESCRIPTION
 HP0196
 HP0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0196'12.0 MI SE FROM ALAMO.
 HP0196'ABOUT 12.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0196'AT ALAMO, LINCOLN COUNTY, THENCE ABOUT 12.0 MILES SOUTH ALONG A ROAD
 HP0196'LEADING TO THE CROSSING OF U.S. HIGHWAY 95, 33.0 FEET WEST OF THE
 HP0196'CENTER LINE OF THE ROAD, 3.0 FEET SOUTH OF A TRIANGULAR CONCRETE POST
 HP0196'PROJECTING ABOUT 1.8 FEET ABOVE GROUND, AND ABOUT 1.0 FOOT HIGHER THAN
 HP0196'THE ROAD.  A STANDARD DISK, STAMPED M 304 1941 AND SET IN THE TOP OF A
 HP0196'CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 HP0196
 HP0196                          STATION RECOVERY (1993)
 HP0196
 HP0196'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 HP0196'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 HP0196'(3.3 FT) EAST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1289 ***********************************************************************
 GR1289  DESIGNATION -  M 305
 GR1289  PID         -  GR1289
 GR1289  STATE/COUNTY-  NV/CLARK
 GR1289  USGS QUAD   -  INDIAN SPRINGS SE (1982)
 GR1289
 GR1289                         *CURRENT SURVEY CONTROL
 GR1289  ___________________________________________________________________
 GR1289* NAD 83(1986)-  36 35 56.     (N)    115 30 21.     (W)     SCALED    
 GR1289* NAVD 88     -       924.615  (meters)    3033.51   (feet)  ADJUSTED  
 GR1289  ___________________________________________________________________
 GR1289  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 GR1289  DYNAMIC HT  -         923.635 (meters)    3030.29  (feet)  COMP
 GR1289  MODELED GRAV-     979,541.8   (mgal)                       NAVD 88
 GR1289
 GR1289  VERT ORDER  -  SECOND    CLASS 0
 GR1289
 GR1289.The horizontal coordinates were scaled from a topographic map and have
 GR1289.an estimated accuracy of +/- 6 seconds.
 GR1289
 GR1289.The orthometric height was determined by differential leveling
 GR1289.and adjusted by the National Geodetic Survey in June 1991..
 GR1289
 GR1289.The geoid height was determined by GEOID03.
 GR1289
 GR1289.The dynamic height is computed by dividing the NAVD 88
 GR1289.geopotential number by the normal gravity value computed on the
 GR1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1289.degrees latitude (g = 980.6199 gals.).
 GR1289
 GR1289.The modeled gravity was interpolated from observed gravity values.
 GR1289
 GR1289;                    North         East    Units  Estimated Accuracy
 GR1289;SPC NV E     - 8,205,120.      206,930.      MT  (+/- 180 meters Scaled)
 GR1289
 GR1289                          SUPERSEDED SURVEY CONTROL
 GR1289
 GR1289  NGVD 29 (??/??/92)  923.834  (m)         3030.95   (f) ADJ UNCH    2 0
 GR1289
 GR1289.Superseded values are not recommended for survey control.
 GR1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1289.See file dsdata.txt to determine how the superseded data were derived.
 GR1289
 GR1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA336514(NAD 83)
 GR1289_MARKER: DB = BENCH MARK DISK
 GR1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1289_SP_SET: CONCRETE POST
 GR1289_STAMPING: M 305 1941
 GR1289_MARK LOGO: CGS   
 GR1289_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1289+STABILITY: SURFACE MOTION
 GR1289
 GR1289  HISTORY     - Date     Condition        Report By
 GR1289  HISTORY     - 1941     MONUMENTED       CGS
 GR1289  HISTORY     - 1973     GOOD             USGS
 GR1289  HISTORY     - 19920210 MARK NOT FOUND   LOCENG
 GR1289
 GR1289                          STATION DESCRIPTION
 GR1289
 GR1289'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR1289'13.5 MI E FROM INDIAN SPRINGS.
 GR1289'ABOUT 6.6 MI SE. ALONG U.S. HWY. 95 FROM POST OFFICE AT INDIAN SPRINGS
 GR1289'TO RD. JCT. LEADING NE., THENCE 1.3 MI NE. TO JCT. OF TRACK RD. ALONG
 GR1289'NE. SIDE OF DISMANTLED RR., THENCE 1.0 MI ESE. ALONG TRACK RD., THENCE
 GR1289'1.7 MI NE.  ALONG TRACK RD. TO A LINE OF WRECKED VEHICLES AT SW. EDGED
 GR1289'OF DRY LAKE, THENCE 2.9 MI NNE. ACROSS COUNTRY ON DRY LAKE BED. IN
 GR1289'APPROX. CENTER OF A DRY LAKE THAT IS ABOUT 5 MI LONG N. AND S. 1.9 MI
 GR1289'NE. OF SE.-MOST OF LINE OF 3 WOODEN, RED AND WHITE TOWERS. 3 FT E. OF
 GR1289'A BLEACHED-OUT WOODEN WITNESS POST.  A STD. USC AND GS DISK, STAMPED M
 GR1289'305 1941, SET IN TOP OF A CONC. POST PROJECTING ABOUT 0.7 FT. NOTE--
 GR1289'MARK LIES WITHIN BOUNDARY OF NELLIS AIR FORCE RANGE.
 GR1289
 GR1289                          STATION RECOVERY (1992)
 GR1289
 GR1289'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 GR1289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1309 ***********************************************************************
 KR1309  DESIGNATION -  M 306
 KR1309  PID         -  KR1309
 KR1309  STATE/COUNTY-  NV/WASHOE
 KR1309  USGS QUAD   -  RENO (1982)
 KR1309
 KR1309                         *CURRENT SURVEY CONTROL
 KR1309  ___________________________________________________________________
 KR1309* NAD 83(1986)-  39 31 45.     (N)    119 48 35.     (W)     SCALED    
 KR1309* NAVD 88     -      1370.543  (meters)    4496.52   (feet)  ADJUSTED  
 KR1309  ___________________________________________________________________
 KR1309  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 KR1309  DYNAMIC HT  -        1369.299 (meters)    4492.44  (feet)  COMP
 KR1309  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 KR1309
 KR1309  VERT ORDER  -  FIRST     CLASS I
 KR1309
 KR1309.The horizontal coordinates were scaled from a topographic map and have
 KR1309.an estimated accuracy of +/- 6 seconds.
 KR1309
 KR1309.The orthometric height was determined by differential leveling
 KR1309.and adjusted by the National Geodetic Survey in June 1991..
 KR1309
 KR1309.The geoid height was determined by GEOID03.
 KR1309
 KR1309.The dynamic height is computed by dividing the NAVD 88
 KR1309.geopotential number by the normal gravity value computed on the
 KR1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1309.degrees latitude (g = 980.6199 gals.).
 KR1309
 KR1309.The modeled gravity was interpolated from observed gravity values.
 KR1309
 KR1309;                    North         East    Units  Estimated Accuracy
 KR1309;SPC NV W     - 4,531,060.      694,570.      MT  (+/- 180 meters Scaled)
 KR1309
 KR1309                          SUPERSEDED SURVEY CONTROL
 KR1309
 KR1309  NGVD 29 (??/??/92) 1369.470  (m)         4493.00   (f) ADJ UNCH    1 1
 KR1309
 KR1309.Superseded values are not recommended for survey control.
 KR1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1309.See file dsdata.txt to determine how the superseded data were derived.
 KR1309
 KR1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD585792(NAD 83)
 KR1309_MARKER: DB = BENCH MARK DISK
 KR1309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1309_SP_SET: BUILDING
 KR1309_STAMPING: M 306 1947
 KR1309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1309+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003
 KR1309
 KR1309  HISTORY     - Date     Condition        Report By
 KR1309  HISTORY     - 1947     MONUMENTED       CGS
 KR1309  HISTORY     - 1969     GOOD             NGS
 KR1309  HISTORY     - 20030803 GOOD             USPSQD
 KR1309
 KR1309                          STATION DESCRIPTION
 KR1309
 KR1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1309'IN RENO.
 KR1309'AT RENO, 0.1 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY FROM THE
 KR1309'STATION, SET VERTICALLY IN THE NORTH FACE AND AT THE NORTHWEST CORNER
 KR1309'OF THE SOUTHERN PACIFIC COMPANY FREIGHT OFFICE BUILDING, 0.9 FOOT EAST
 KR1309'OF THE NORTHWEST CORNER, 19.6 FEET SOUTH OF THE SOUTH RAIL OF THE
 KR1309'WESTBOUND TRACK, 393 FEET EAST OF THE EAST CURB OF LAKE STREET, 43 1/2
 KR1309'FEET EAST OF THE EXTENDED CENTER LINE OF EVANS STREET, ABOUT 1 1/2
 KR1309'FEET HIGHER THAN THE SIDEWALK AND TRACK.  SEC 11, T19N, R 19E.
 KR1309
 KR1309                          STATION RECOVERY (2003)
 KR1309
 KR1309'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1223 ***********************************************************************
 KR1223  DESIGNATION -  M 307
 KR1223  PID         -  KR1223
 KR1223  STATE/COUNTY-  NV/WASHOE
 KR1223  USGS QUAD   -  RENO (1982)
 KR1223
 KR1223                         *CURRENT SURVEY CONTROL
 KR1223  ___________________________________________________________________
 KR1223* NAD 83(1986)-  39 30 15.     (N)    119 48 25.     (W)     SCALED    
 KR1223* NAVD 88     -      1364.040  (meters)    4475.19   (feet)  ADJUSTED  
 KR1223  ___________________________________________________________________
 KR1223  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KR1223  DYNAMIC HT  -        1362.793 (meters)    4471.10  (feet)  COMP
 KR1223  MODELED GRAV-     979,665.9   (mgal)                       NAVD 88
 KR1223
 KR1223  VERT ORDER  -  FIRST     CLASS II
 KR1223
 KR1223.The horizontal coordinates were scaled from a topographic map and have
 KR1223.an estimated accuracy of +/- 6 seconds.
 KR1223
 KR1223.The orthometric height was determined by differential leveling
 KR1223.and adjusted by the National Geodetic Survey in June 1991..
 KR1223
 KR1223.The geoid height was determined by GEOID03.
 KR1223
 KR1223.The dynamic height is computed by dividing the NAVD 88
 KR1223.geopotential number by the normal gravity value computed on the
 KR1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1223.degrees latitude (g = 980.6199 gals.).
 KR1223
 KR1223.The modeled gravity was interpolated from observed gravity values.
 KR1223
 KR1223;                    North         East    Units  Estimated Accuracy
 KR1223;SPC NV W     - 4,528,280.      694,770.      MT  (+/- 180 meters Scaled)
 KR1223
 KR1223                          SUPERSEDED SURVEY CONTROL
 KR1223
 KR1223  NGVD 29 (??/??/92) 1362.961  (m)         4471.65   (f) ADJ UNCH    1 2
 KR1223
 KR1223.Superseded values are not recommended for survey control.
 KR1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1223.See file dsdata.txt to determine how the superseded data were derived.
 KR1223
 KR1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD586764(NAD 83)
 KR1223_MARKER: DB = BENCH MARK DISK
 KR1223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1223_SP_SET: BRIDGE
 KR1223_STAMPING: M 307 1947
 KR1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1223
 KR1223  HISTORY     - Date     Condition        Report By
 KR1223  HISTORY     - 1947     MONUMENTED       CGS
 KR1223  HISTORY     - 20030803 POOR             USPSQD
 KR1223
 KR1223                          STATION DESCRIPTION
 KR1223
 KR1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KR1223'IN RENO.
 KR1223'AT RENO, AT THE NORTHEAST CORNER OF THE INTERSECTION OF LAKESIDE DRIVE
 KR1223'AND WALTS DRIVE, ABOUT 300 FEET NORTHWEST OF THE NORTHWEST END OF LAKE
 KR1223'VIRGINIA, 47.3 FEET NORTH OF THE CENTER LINE OF WALTS DRIVE, 45.6 FEET
 KR1223'EAST OF THE CENTER LINE OF LAKESIDE DRIVE, SET ON TOP AND AT THE WEST
 KR1223'END OF THE CONCRETE HEAD WALL OF A BRIDGE OVER AN IRRIGATION CANAL,
 KR1223'1.5 FEET SOUTH OF THE NORTH END OF THE HEAD WALL AND 0.7 FEET ABOVE
 KR1223'THE GROUND.
 KR1223
 KR1223                          STATION RECOVERY (2003)
 KR1223
 KR1223'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1223'ROADS WIDENED, BRIDGE FOUND BUT DISK WAS MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0118 ***********************************************************************
 KP0118  DESIGNATION -  M 31
 KP0118  PID         -  KP0118
 KP0118  STATE/COUNTY-  NV/WHITE PINE
 KP0118  USGS QUAD   -  STEPTOE (1982)
 KP0118
 KP0118                         *CURRENT SURVEY CONTROL
 KP0118  ___________________________________________________________________
 KP0118* NAD 83(1986)-  39 31 06.     (N)    114 50 02.     (W)     SCALED    
 KP0118* NAVD 88     -      1845.534  (meters)    6054.89   (feet)  ADJUSTED  
 KP0118  ___________________________________________________________________
 KP0118  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 KP0118  DYNAMIC HT  -        1843.604 (meters)    6048.56  (feet)  COMP
 KP0118  MODELED GRAV-     979,516.1   (mgal)                       NAVD 88
 KP0118
 KP0118  VERT ORDER  -  FIRST     CLASS II
 KP0118
 KP0118.The horizontal coordinates were scaled from a topographic map and have
 KP0118.an estimated accuracy of +/- 6 seconds.
 KP0118
 KP0118.The orthometric height was determined by differential leveling
 KP0118.and adjusted by the National Geodetic Survey in June 1991..
 KP0118
 KP0118.The geoid height was determined by GEOID03.
 KP0118
 KP0118.The dynamic height is computed by dividing the NAVD 88
 KP0118.geopotential number by the normal gravity value computed on the
 KP0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0118.degrees latitude (g = 980.6199 gals.).
 KP0118
 KP0118.The modeled gravity was interpolated from observed gravity values.
 KP0118
 KP0118;                    North         East    Units  Estimated Accuracy
 KP0118;SPC NV E     - 8,529,410.      264,440.      MT  (+/- 180 meters Scaled)
 KP0118
 KP0118                          SUPERSEDED SURVEY CONTROL
 KP0118
 KP0118  NGVD 29 (??/??/92) 1844.295  (m)         6050.82   (f) ADJ UNCH    1 2
 KP0118
 KP0118.Superseded values are not recommended for survey control.
 KP0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0118.See file dsdata.txt to determine how the superseded data were derived.
 KP0118
 KP0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD862765(NAD 83)
 KP0118_MARKER: DB = BENCH MARK DISK
 KP0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0118_STAMPING: 6050.824 M 31 1933
 KP0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0118+STABILITY: SURFACE MOTION
 KP0118
 KP0118  HISTORY     - Date     Condition        Report By
 KP0118  HISTORY     - 1933     MONUMENTED       CGS
 KP0118  HISTORY     - 1934     GOOD             NGS
 KP0118
 KP0118                          STATION DESCRIPTION
 KP0118
 KP0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0118'26.7 MI S FROM CHERRY CREEK.
 KP0118'ABOUT 26.7 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM THE
 KP0118'STATION AT CHERRY CREEK, WHITE PINE COUNTY, ABOUT 10.5 MILES NORTH OF
 KP0118'MCGILL JUNCTION, 91 FEET EAST OF MILEPOST 118, AND 42 FEET EAST OF THE
 KP0118'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 6050.824 M 31 1933
 KP0118'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE
 KP0118'GROUND.
 KP0118
 KP0118                          STATION RECOVERY (1934)
 KP0118
 KP0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0060 ***********************************************************************
 HP0060  DESIGNATION -  M 311
 HP0060  PID         -  HP0060
 HP0060  STATE/COUNTY-  NV/LINCOLN
 HP0060  USGS QUAD   -  PAHRANAGAT WASH (1980)
 HP0060
 HP0060                         *CURRENT SURVEY CONTROL
 HP0060  ___________________________________________________________________
 HP0060* NAD 83(1986)-  37 05 07.     (N)    114 59 33.     (W)     SCALED    
 HP0060* NAVD 88     -       823.054  (meters)    2700.30   (feet)  ADJUSTED  
 HP0060  ___________________________________________________________________
 HP0060  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 HP0060  DYNAMIC HT  -         822.233 (meters)    2697.61  (feet)  COMP
 HP0060  MODELED GRAV-     979,607.2   (mgal)                       NAVD 88
 HP0060
 HP0060  VERT ORDER  -  SECOND    CLASS 0
 HP0060
 HP0060.The horizontal coordinates were scaled from a topographic map and have
 HP0060.an estimated accuracy of +/- 6 seconds.
 HP0060
 HP0060.The orthometric height was determined by differential leveling
 HP0060.and adjusted by the National Geodetic Survey in June 1991..
 HP0060
 HP0060.The geoid height was determined by GEOID03.
 HP0060
 HP0060.The dynamic height is computed by dividing the NAVD 88
 HP0060.geopotential number by the normal gravity value computed on the
 HP0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0060.degrees latitude (g = 980.6199 gals.).
 HP0060
 HP0060.The modeled gravity was interpolated from observed gravity values.
 HP0060
 HP0060;                    North         East    Units  Estimated Accuracy
 HP0060;SPC NV E     - 8,259,250.      252,530.      MT  (+/- 180 meters Scaled)
 HP0060
 HP0060                          SUPERSEDED SURVEY CONTROL
 HP0060
 HP0060  NGVD 29 (??/??/92)  822.291  (m)         2697.80   (f) ADJ UNCH    2 0
 HP0060
 HP0060.Superseded values are not recommended for survey control.
 HP0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0060.See file dsdata.txt to determine how the superseded data were derived.
 HP0060
 HP0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB784062(NAD 83)
 HP0060_MARKER: DB = BENCH MARK DISK
 HP0060_SETTING: 0 = UNSPECIFIED SETTING
 HP0060_STAMPING: M 311 1941
 HP0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0060
 HP0060  HISTORY     - Date     Condition        Report By
 HP0060  HISTORY     - 1941     MONUMENTED       CGS
 HP0060  HISTORY     - 1971     GOOD             USGS
 HP0060
 HP0060                          STATION DESCRIPTION
 HP0060
 HP0060'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0060'22 MI SW FROM ALAMO.
 HP0060'ABOUT 23.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE
 HP0060'AT ALAMO, LINCOLN COUNTY, ABOUT 7.7 MILES SOUTHEAST OF THE EAST END OF
 HP0060'LOWER PAHARANGAT LAKE, ABOUT 250 FEET NORTH OF A SMALL ROUND HILL, 98
 HP0060'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET NORTH OF A
 HP0060'WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0173 ***********************************************************************
 HP0173  DESIGNATION -  M 312
 HP0173  PID         -  HP0173
 HP0173  STATE/COUNTY-  NV/LINCOLN
 HP0173  USGS QUAD   -  ALAMO (1980)
 HP0173
 HP0173                         *CURRENT SURVEY CONTROL
 HP0173  ___________________________________________________________________
 HP0173* NAD 83(1986)-  37 20 58.     (N)    115 09 03.     (W)     SCALED    
 HP0173* NAVD 88     -      1064.039  (meters)    3490.93   (feet)  ADJUSTED  
 HP0173  ___________________________________________________________________
 HP0173  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HP0173  DYNAMIC HT  -        1062.927 (meters)    3487.29  (feet)  COMP
 HP0173  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 HP0173
 HP0173  VERT ORDER  -  SECOND    CLASS 0
 HP0173
 HP0173.The horizontal coordinates were scaled from a topographic map and have
 HP0173.an estimated accuracy of +/- 6 seconds.
 HP0173
 HP0173.The orthometric height was determined by differential leveling
 HP0173.and adjusted by the National Geodetic Survey in June 1991..
 HP0173
 HP0173.The geoid height was determined by GEOID03.
 HP0173
 HP0173.The dynamic height is computed by dividing the NAVD 88
 HP0173.geopotential number by the normal gravity value computed on the
 HP0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0173.degrees latitude (g = 980.6199 gals.).
 HP0173
 HP0173.The modeled gravity was interpolated from observed gravity values.
 HP0173
 HP0173;                    North         East    Units  Estimated Accuracy
 HP0173;SPC NV E     - 8,288,490.      238,320.      MT  (+/- 180 meters Scaled)
 HP0173
 HP0173                          SUPERSEDED SURVEY CONTROL
 HP0173
 HP0173  NGVD 29 (??/??/92) 1063.165  (m)         3488.07   (f) ADJ UNCH    2 0
 HP0173
 HP0173.Superseded values are not recommended for survey control.
 HP0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0173.See file dsdata.txt to determine how the superseded data were derived.
 HP0173
 HP0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB637352(NAD 83)
 HP0173_MARKER: DB = BENCH MARK DISK
 HP0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0173_STAMPING: M 312 1941
 HP0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0173+STABILITY: SURFACE MOTION
 HP0173
 HP0173  HISTORY     - Date     Condition        Report By
 HP0173  HISTORY     - 1941     MONUMENTED       CGS
 HP0173  HISTORY     - 1968     MARK NOT FOUND   USGS
 HP0173
 HP0173                          STATION DESCRIPTION
 HP0173
 HP0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0173'1.0 MI SE FROM ALAMO.
 HP0173'ABOUT 1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT
 HP0173'ALAMO, LINCOLN COUNTY, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A FARM
 HP0173'ROAD LEADING WEST, ON THE SOUTH SLOPE OF A ROCKY RIDGE, 45.0 FEET
 HP0173'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 15.0 FEET WEST OF THE
 HP0173'CENTER OF A SMALL WASH, 3.0 FEET EAST OF A WHITE WOODEN POST STENCILED
 HP0173'U.S.B.M. AND PROJECTING ABOUT 1.9 FEET ABOVE GROUND, AND ABOUT 2.0
 HP0173'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 312 1941 AND
 HP0173'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 HP0173'GROUND.
 HP0173
 HP0173                          STATION RECOVERY (1968)
 HP0173
 HP0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HP0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0869 ***********************************************************************
 GR0869  DESIGNATION -  M 313
 GR0869  PID         -  GR0869
 GR0869  STATE/COUNTY-  NV/CLARK
 GR0869  USGS QUAD   -  DEAD HORSE RIDGE (1982)
 GR0869
 GR0869                         *CURRENT SURVEY CONTROL
 GR0869  ___________________________________________________________________
 GR0869* NAD 83(1986)-  36 50 14.     (N)    115 17 49.     (W)     SCALED    
 GR0869* NAVD 88     -      1536.759  (meters)    5041.85   (feet)  ADJUSTED  
 GR0869  ___________________________________________________________________
 GR0869  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 GR0869  DYNAMIC HT  -        1535.037 (meters)    5036.20  (feet)  COMP
 GR0869  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 GR0869
 GR0869  VERT ORDER  -  SECOND    CLASS 0
 GR0869
 GR0869.The horizontal coordinates were scaled from a topographic map and have
 GR0869.an estimated accuracy of +/- 6 seconds.
 GR0869
 GR0869.The orthometric height was determined by differential leveling
 GR0869.and adjusted by the National Geodetic Survey in June 1991..
 GR0869
 GR0869.The geoid height was determined by GEOID03.
 GR0869
 GR0869.The dynamic height is computed by dividing the NAVD 88
 GR0869.geopotential number by the normal gravity value computed on the
 GR0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0869.degrees latitude (g = 980.6199 gals.).
 GR0869
 GR0869.The modeled gravity was interpolated from observed gravity values.
 GR0869
 GR0869;                    North         East    Units  Estimated Accuracy
 GR0869;SPC NV E     - 8,231,600.      225,540.      MT  (+/- 180 meters Scaled)
 GR0869
 GR0869                          SUPERSEDED SURVEY CONTROL
 GR0869
 GR0869  NGVD 29 (??/??/92) 1535.852  (m)         5038.87   (f) ADJ UNCH    2 0
 GR0869
 GR0869.Superseded values are not recommended for survey control.
 GR0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0869.See file dsdata.txt to determine how the superseded data were derived.
 GR0869
 GR0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA518781(NAD 83)
 GR0869_MARKER: DB = BENCH MARK DISK
 GR0869_SETTING: 66 = SET IN ROCK OUTCROP
 GR0869_SP_SET: ROCK OUTCROP
 GR0869_STAMPING: M 313 1941
 GR0869_MARK LOGO: CGS   
 GR0869_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0869+STABILITY: POSITION/ELEVATION WELL
 GR0869
 GR0869  HISTORY     - Date     Condition        Report By
 GR0869  HISTORY     - 1941     MONUMENTED       CGS
 GR0869  HISTORY     - 19930309 GOOD             LOCENG
 GR0869
 GR0869                          STATION DESCRIPTION
 GR0869
 GR0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GR0869'36.5 MI NE FROM INDIAN SPRINGS.
 GR0869'TO REACH FROM HIGHWAY PATROL STATION AT INDIAN SPRINGS-- GO 7.0 MILES
 GR0869'SOUTHEAST ALONG U.S. HIGHWAY NO. 95 TO THE INTERSECTION OF ROAD TO
 GR0869'U.S. HIGHWAY NO. 93.  THENCE, GO 16 NORTHEAST ALONG THE ROAD TO AN OLD
 GR0869'ABANDONED RAILROAD GRADE.  THENCE, CONTINUE ALONG THE ROAD TO U.S.
 GR0869'HIGHWAY NO. 93 VIA-- AN OLD SLATE MINE 27.2 MILES TO THE INTERSECTION
 GR0869'OF CORN CREEK ROAD. SUMMIT OF SHEEP MOUNTAIN PASS AND THE SITE OF
 GR0869'BENCH MARK.  BENCH MARK IS AT THE SUMMIT OF SHEEP MOUNTAIN PASS, 75.0
 GR0869'FEET SOUTHEAST OF AND ABOUT 3.0 FEET ABOVE THE CENTERLINE OF THE ROAD
 GR0869'AND SET HORIZONTALLY IN A PROJECTION OF BLACK ROCK OUTCROP AT THE
 GR0869'NORTHWEST BASE OF MOUNTAIN.
 GR0869
 GR0869                          STATION RECOVERY (1993)
 GR0869
 GR0869'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 GR0869'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 2.5 METERS
 GR0869'(8.2 FT) WEST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0165 ***********************************************************************
 FS0165  DESIGNATION -  M 314
 FS0165  PID         -  FS0165
 FS0165  STATE/COUNTY-  NV/CLARK
 FS0165  USGS QUAD   -  SLOAN (1989)
 FS0165
 FS0165                         *CURRENT SURVEY CONTROL
 FS0165  ___________________________________________________________________
 FS0165* NAD 83(1986)-  35 56 38.     (N)    115 13 04.     (W)     SCALED    
 FS0165* NAVD 88     -       863.446  (meters)    2832.82   (feet)  POSTED    
 FS0165  ___________________________________________________________________
 FS0165  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 FS0165  DYNAMIC HT  -         862.530 (meters)    2829.82  (feet)  COMP
 FS0165  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 FS0165
 FS0165  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0165
 FS0165.The horizontal coordinates were scaled from a topographic map and have
 FS0165.an estimated accuracy of +/- 6 seconds.
 FS0165
 FS0165.The orthometric height was determined by differential leveling
 FS0165.and adjusted by the National Geodetic Survey in 1992..
 FS0165.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0165.rate of 1.1 thru 2.0 mm/km.
 FS0165
 FS0165.The geoid height was determined by GEOID03.
 FS0165
 FS0165.The dynamic height is computed by dividing the NAVD 88
 FS0165.geopotential number by the normal gravity value computed on the
 FS0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0165.degrees latitude (g = 980.6199 gals.).
 FS0165
 FS0165.The modeled gravity was interpolated from observed gravity values.
 FS0165
 FS0165;                    North         East    Units  Estimated Accuracy
 FS0165;SPC NV E     - 8,132,510.      232,980.      MT  (+/- 180 meters Scaled)
 FS0165
 FS0165                          SUPERSEDED SURVEY CONTROL
 FS0165
 FS0165  NGVD 29 (??/??/92)  862.690  (m)         2830.34   (f) ADJ UNCH    1 2
 FS0165
 FS0165.Superseded values are not recommended for survey control.
 FS0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0165.See file dsdata.txt to determine how the superseded data were derived.
 FS0165
 FS0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV607791(NAD 83)
 FS0165_MARKER: DB = BENCH MARK DISK
 FS0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0165_STAMPING: M 314 1949
 FS0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0165+STABILITY: SURFACE MOTION
 FS0165
 FS0165  HISTORY     - Date     Condition        Report By
 FS0165  HISTORY     - 1949     MONUMENTED       CGS
 FS0165  HISTORY     - 1969     GOOD             NGS
 FS0165  HISTORY     - 19870401 MARK NOT FOUND   USPSQD
 FS0165
 FS0165                          STATION DESCRIPTION
 FS0165
 FS0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FS0165'14.1 MI N FROM JEAN.
 FS0165'14.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0165'AT JEAN, 1 POLE EAST OF MILE POLE 315, AT SLOAN SIDING, 27.8 FEET
 FS0165'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 3.3 FEET SOUTHWEST
 FS0165'OF THE NORTHWEST CORNER OF THE STATION, 1.4 FEET WEST OF THE
 FS0165'WEST WALL, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP
 FS0165'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 FS0165
 FS0165                          STATION RECOVERY (1969)
 FS0165
 FS0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0165'RECOVERED IN GOOD CONDITION.
 FS0165
 FS0165                          STATION RECOVERY (1987)
 FS0165
 FS0165'RECOVERY NOTE BY US POWER SQUADRON 1987 (PI)
 FS0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0548 ***********************************************************************
 GR0548  DESIGNATION -  M 315
 GR0548  PID         -  GR0548
 GR0548  STATE/COUNTY-  NV/CLARK
 GR0548  USGS QUAD   -  HOOVER DAM (1997)
 GR0548
 GR0548                         *CURRENT SURVEY CONTROL
 GR0548  ___________________________________________________________________
 GR0548* NAD 83(1986)-  36 00 33.     (N)    114 44 36.     (W)     SCALED    
 GR0548* NAVD 88     -       229.305  (meters)     752.31   (feet)  POSTED    
 GR0548  ___________________________________________________________________
 GR0548  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0548  DYNAMIC HT  -         229.080 (meters)     751.57  (feet)  COMP
 GR0548  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 GR0548
 GR0548  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0548
 GR0548.The horizontal coordinates were scaled from a topographic map and have
 GR0548.an estimated accuracy of +/- 6 seconds.
 GR0548
 GR0548.The orthometric height was determined by differential leveling
 GR0548.and adjusted by the National Geodetic Survey in 1992..
 GR0548.No vertical observational check was made to the station.
 GR0548.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0548.was located on a no-check spur therefore a value was not computed.
 GR0548
 GR0548.The geoid height was determined by GEOID03.
 GR0548
 GR0548.The dynamic height is computed by dividing the NAVD 88
 GR0548.geopotential number by the normal gravity value computed on the
 GR0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0548.degrees latitude (g = 980.6199 gals.).
 GR0548
 GR0548.The modeled gravity was interpolated from observed gravity values.
 GR0548
 GR0548;                    North         East    Units  Estimated Accuracy
 GR0548;SPC NV E     - 8,140,010.      275,720.      MT  (+/- 180 meters Scaled)
 GR0548
 GR0548                          SUPERSEDED SURVEY CONTROL
 GR0548
 GR0548  NGVD 29 (??/??/92)  228.614  (m)          750.04   (f) ADJ UNCH    1 1
 GR0548
 GR0548.Superseded values are not recommended for survey control.
 GR0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0548.See file dsdata.txt to determine how the superseded data were derived.
 GR0548
 GR0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV033873(NAD 83)
 GR0548_MARKER: DB = BENCH MARK DISK
 GR0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0548_SP_SET: BRIDGE
 GR0548_STAMPING: M 315 1950
 GR0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0548
 GR0548  HISTORY     - Date     Condition        Report By
 GR0548  HISTORY     - 1950     MONUMENTED       CGS
 GR0548  HISTORY     - 1963     GOOD             NGS
 GR0548
 GR0548                          STATION DESCRIPTION
 GR0548
 GR0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GR0548'0.4 MI SW FROM HOOVER DAM.
 GR0548'0.4 MILE SOUTHWEST ALONG THE LOWER PORTAL ROAD FROM THE SOUTHWEST END
 GR0548'OF THE NEVADA RAMP AT THE BOTTOM OF HOOVER DAM, ABOUT 65 YARDS SOUTH
 GR0548'OF THE SOUTH END OF THE VEHICULAR TUNNEL, AT THE SOUTH END OF A
 GR0548'CONCRETE BRIDGE, IN THE TOP OF THE SOUTH END OF THE WEST CURB, 9 FEET
 GR0548'WEST OF THE CENTER LINE OF THE ROAD, AND 0.7 FOOT HIGHER THAN THE
 GR0548'ROAD.
 GR0548
 GR0548                          STATION RECOVERY (1963)
 GR0548
 GR0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1077 ***********************************************************************
 KR1077  DESIGNATION -  M 316
 KR1077  PID         -  KR1077
 KR1077  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1077  USGS QUAD   -  GENOA (1994)
 KR1077
 KR1077                         *CURRENT SURVEY CONTROL
 KR1077  ___________________________________________________________________
 KR1077* NAD 83(1986)-  39 06 53.     (N)    119 45 47.     (W)     SCALED    
 KR1077* NAVD 88     -      1440.10   (+/-2cm)    4724.7    (feet)  VERTCON   
 KR1077  ___________________________________________________________________
 KR1077  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 KR1077
 KR1077  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1077
 KR1077.The horizontal coordinates were scaled from a topographic map and have
 KR1077.an estimated accuracy of +/- 6 seconds.
 KR1077
 KR1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1077.The vertical order pertains to the NGVD 29 superseded value.
 KR1077
 KR1077.The geoid height was determined by GEOID03.
 KR1077
 KR1077;                    North         East    Units  Estimated Accuracy
 KR1077;SPC NV W     - 4,485,000.      697,980.      MT  (+/- 180 meters Scaled)
 KR1077
 KR1077                          SUPERSEDED SURVEY CONTROL
 KR1077
 KR1077  NGVD 29 (??/??/92) 1438.972  (m)         4721.03   (f) ADJ UNCH    2 0
 KR1077
 KR1077.Superseded values are not recommended for survey control.
 KR1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1077.See file dsdata.txt to determine how the superseded data were derived.
 KR1077
 KR1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD611331(NAD 83)
 KR1077_MARKER: DB = BENCH MARK DISK
 KR1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1077_STAMPING: M 316 1951
 KR1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1077+STABILITY: SURFACE MOTION
 KR1077
 KR1077  HISTORY     - Date     Condition        Report By
 KR1077  HISTORY     - 1951     MONUMENTED       CGS
 KR1077
 KR1077                          STATION DESCRIPTION
 KR1077
 KR1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR1077'IN STEWART.
 KR1077'AT THE STEWART AIRPORT, ALONG THE NORTHEAST EDGE OF A SOUTHEAST AND
 KR1077'NORTHWEST RUNWAY, 0.1 MILES NORTHWEST OF THE MAIN ENTRANCE AND BENCH
 KR1077'MARK N 316, 142.2 FEET WEST OF THE SOUTHWEST CORNER OF THE HANGAR, 1.4
 KR1077'FEET SOUTH OF A FENCE, 2.2 FEET EAST OF A WITNESS POST, AND SET IN THE
 KR1077'TOP OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0049 ***********************************************************************
 MU0049  DESIGNATION -  M 318
 MU0049  PID         -  MU0049
 MU0049  STATE/COUNTY-  NV/ELKO
 MU0049  USGS QUAD   -  OWYHEE (1971)
 MU0049
 MU0049                         *CURRENT SURVEY CONTROL
 MU0049  ___________________________________________________________________
 MU0049* NAD 83(1986)-  41 55 15.     (N)    116 04 04.     (W)     SCALED    
 MU0049* NAVD 88     -      1661.907  (meters)    5452.44   (feet)  ADJUSTED  
 MU0049  ___________________________________________________________________
 MU0049  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 MU0049  DYNAMIC HT  -        1660.704 (meters)    5448.49  (feet)  COMP
 MU0049  MODELED GRAV-     979,839.7   (mgal)                       NAVD 88
 MU0049
 MU0049  VERT ORDER  -  SECOND    CLASS 0
 MU0049
 MU0049.The horizontal coordinates were scaled from a topographic map and have
 MU0049.an estimated accuracy of +/- 6 seconds.
 MU0049
 MU0049.The orthometric height was determined by differential leveling
 MU0049.and adjusted by the National Geodetic Survey in June 1991..
 MU0049
 MU0049.The geoid height was determined by GEOID03.
 MU0049
 MU0049.The dynamic height is computed by dividing the NAVD 88
 MU0049.geopotential number by the normal gravity value computed on the
 MU0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0049.degrees latitude (g = 980.6199 gals.).
 MU0049
 MU0049.The modeled gravity was interpolated from observed gravity values.
 MU0049
 MU0049;                    North         East    Units  Estimated Accuracy
 MU0049;SPC NV E     - 8,796,020.      159,820.      MT  (+/- 180 meters Scaled)
 MU0049
 MU0049                          SUPERSEDED SURVEY CONTROL
 MU0049
 MU0049  NGVD 29 (??/??/92) 1660.742  (m)         5448.62   (f) ADJ UNCH    2 0
 MU0049
 MU0049.Superseded values are not recommended for survey control.
 MU0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0049.See file dsdata.txt to determine how the superseded data were derived.
 MU0049
 MU0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG773414(NAD 83)
 MU0049_MARKER: DB = BENCH MARK DISK
 MU0049_SETTING: 80 = SET IN A BOULDER
 MU0049_STAMPING: M 318 1951
 MU0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0049+STABILITY: SURFACE MOTION
 MU0049
 MU0049  HISTORY     - Date     Condition        Report By
 MU0049  HISTORY     - 1951     MONUMENTED       CGS
 MU0049  HISTORY     - 1970     GOOD             USGS
 MU0049
 MU0049                          STATION DESCRIPTION
 MU0049
 MU0049'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 MU0049'0.5 MI SE FROM OWYHEE.
 MU0049'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE GRADE SCHOOL AT
 MU0049'OWYHEE.  2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE POST
 MU0049'OFFICE AT OWYHEE.  ABOUT 300 FEET NORTHWEST ALONG THE HIGHWAY FROM A
 MU0049'NEARLY VERTICAL ROCK BLUFF ABOUT 150 FEET HIGH.  ABOUT 60 FEET
 MU0049'SOUTHWEST OF A TELEPHONE LINE.  28 FEET NORTHEAST OF THE CENTER LINE
 MU0049'OF THE HIGHWAY.  SET ABOUT 10 FEET HIGHER THAN THE HIGHWAY IN THE TOP
 MU0049'OF THE HIGHEST POINT OF A POINTED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0590 ***********************************************************************
 MT0590  DESIGNATION -  M 319
 MT0590  PID         -  MT0590
 MT0590  STATE/COUNTY-  NV/ELKO
 MT0590  USGS QUAD   -  MERRITT MOUNTAIN (1986)
 MT0590
 MT0590                         *CURRENT SURVEY CONTROL
 MT0590  ___________________________________________________________________
 MT0590* NAD 83(1986)-  41 46 35.     (N)    115 46 52.     (W)     SCALED    
 MT0590* NAVD 88     -      1982.258  (meters)    6503.46   (feet)  ADJUSTED  
 MT0590  ___________________________________________________________________
 MT0590  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 MT0590  DYNAMIC HT  -        1980.660 (meters)    6498.22  (feet)  COMP
 MT0590  MODELED GRAV-     979,745.4   (mgal)                       NAVD 88
 MT0590
 MT0590  VERT ORDER  -  SECOND    CLASS 0
 MT0590
 MT0590.The horizontal coordinates were scaled from a topographic map and have
 MT0590.an estimated accuracy of +/- 6 seconds.
 MT0590
 MT0590.The orthometric height was determined by differential leveling
 MT0590.and adjusted by the National Geodetic Survey in June 1991..
 MT0590
 MT0590.The geoid height was determined by GEOID03.
 MT0590
 MT0590.The dynamic height is computed by dividing the NAVD 88
 MT0590.geopotential number by the normal gravity value computed on the
 MT0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0590.degrees latitude (g = 980.6199 gals.).
 MT0590
 MT0590.The modeled gravity was interpolated from observed gravity values.
 MT0590
 MT0590;                    North         East    Units  Estimated Accuracy
 MT0590;SPC NV E     - 8,779,880.      183,560.      MT  (+/- 180 meters Scaled)
 MT0590
 MT0590                          SUPERSEDED SURVEY CONTROL
 MT0590
 MT0590  NGVD 29 (??/??/92) 1980.984  (m)         6499.28   (f) ADJ UNCH    2 0
 MT0590
 MT0590.Superseded values are not recommended for survey control.
 MT0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0590.See file dsdata.txt to determine how the superseded data were derived.
 MT0590
 MT0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG012256(NAD 83)
 MT0590_MARKER: DB = BENCH MARK DISK
 MT0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0590_STAMPING: M 319 1951
 MT0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0590+STABILITY: SURFACE MOTION
 MT0590
 MT0590  HISTORY     - Date     Condition        Report By
 MT0590  HISTORY     - 1951     MONUMENTED       CGS
 MT0590
 MT0590                          STATION DESCRIPTION
 MT0590
 MT0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0590'13.8 MI E FROM MOUNTAIN CITY.
 MT0590'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0590'MOUNTAIN CITY, THENCE 12.8 MILES EAST ALONG A GRAVEL ROAD, AT A T
 MT0590'JUNCTION OF A ROAD LEADING EAST TO THE GOLD CREEK RANGER STATION AND
 MT0590'JARBIDGE, 25.0 FEET NORTHWEST OF THE CENTER OF THE T JUNCTION, 19 1/2
 MT0590'FEET WEST OF THE CENTER LINE OF THE ROAD, 17.3 FEET NORTH OF A SIGN
 MT0590'READING-- -MOUNTAIN CITY - ELKO - MCDONALD CREEK - GRASMERE, IDAHO,
 MT0590'2.7 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 MT0590'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0164 ***********************************************************************
 KP0164  DESIGNATION -  M 32
 KP0164  PID         -  KP0164
 KP0164  STATE/COUNTY-  NV/WHITE PINE
 KP0164  USGS QUAD   -  PRESTON RESERVOIR (1990)
 KP0164
 KP0164                         *CURRENT SURVEY CONTROL
 KP0164  ___________________________________________________________________
 KP0164* NAD 83(1986)-  39 03 29.     (N)    115 05 21.     (W)     SCALED    
 KP0164* NAVD 88     -      1833.951  (meters)    6016.89   (feet)  ADJUSTED  
 KP0164  ___________________________________________________________________
 KP0164  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 KP0164  DYNAMIC HT  -        1832.000 (meters)    6010.49  (feet)  COMP
 KP0164  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 KP0164
 KP0164  VERT ORDER  -  FIRST     CLASS II
 KP0164
 KP0164.The horizontal coordinates were scaled from a topographic map and have
 KP0164.an estimated accuracy of +/- 6 seconds.
 KP0164
 KP0164.The orthometric height was determined by differential leveling
 KP0164.and adjusted by the National Geodetic Survey in June 1991..
 KP0164
 KP0164.The geoid height was determined by GEOID03.
 KP0164
 KP0164.The dynamic height is computed by dividing the NAVD 88
 KP0164.geopotential number by the normal gravity value computed on the
 KP0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0164.degrees latitude (g = 980.6199 gals.).
 KP0164
 KP0164.The modeled gravity was interpolated from observed gravity values.
 KP0164
 KP0164;                    North         East    Units  Estimated Accuracy
 KP0164;SPC NV E     - 8,478,160.      242,770.      MT  (+/- 180 meters Scaled)
 KP0164
 KP0164                          SUPERSEDED SURVEY CONTROL
 KP0164
 KP0164  NGVD 29 (??/??/92) 1832.729  (m)         6012.88   (f) ADJ UNCH    1 2
 KP0164
 KP0164.Superseded values are not recommended for survey control.
 KP0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0164.See file dsdata.txt to determine how the superseded data were derived.
 KP0164
 KP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD653249(NAD 83)
 KP0164_MARKER: DB = BENCH MARK DISK
 KP0164_SETTING: 66 = SET IN ROCK OUTCROP
 KP0164_SP_SET: ROCK OUTCROP
 KP0164_STAMPING: 6012.878 M 32 1933
 KP0164_MARK LOGO: CGS   
 KP0164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0164+STABILITY: POSITION/ELEVATION WELL
 KP0164
 KP0164  HISTORY     - Date     Condition        Report By
 KP0164  HISTORY     - 1933     MONUMENTED       CGS
 KP0164  HISTORY     - 1934     GOOD             NGS
 KP0164  HISTORY     - 1984     GOOD             NGS
 KP0164
 KP0164                          STATION DESCRIPTION
 KP0164
 KP0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0164'19.3 MI SW FROM ELY.
 KP0164'ABOUT 19.3 MILES SOUTHWEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4
 KP0164'FROM ELY, WHITE PINE COUNTY, ABOUT 1 MILE SOUTHWEST OF A FORK IN THE
 KP0164'ROAD, ON THE NORTH SIDE OF A SHALLOW RAVINE, ABOUT 85 FEET SOUTHEAST
 KP0164'OF THE CENTER LINE OF THE OLD HIGHWAY, AND IN THE TOP OF A LIMESTONE
 KP0164'OUTCROP.  A STANDARD DISK, STAMPED 6012.878 M 32 1933.
 KP0164
 KP0164                          STATION RECOVERY (1934)
 KP0164
 KP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0164'RECOVERED IN GOOD CONDITION.
 KP0164
 KP0164                          STATION RECOVERY (1984)
 KP0164
 KP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0164'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 KP0164'31.2 KM (19.4 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 KP0164'US HIGHWAY 93 AT ELY, IN TOP OF AND 1.5 METERS (5 FT) SOUTHWEST OF THE
 KP0164'NORTHEAST END OF A 12 BY 15 FOOT PORTION OF LIMESTONE OUTCROP, AT THE
 KP0164'SOUTHWEST BASE OF A SMALL HILL, ON THE NORTHEAST SIDE OF A RAVINE,
 KP0164'0.8 KM (0.5 MI) SOUTHWEST OF MILEPOST 19, 131.3 METERS (431 FT)
 KP0164'SOUTHEAST OF THE HIGHWAY CENTERLINE, 68.3 METERS (224 FT) SOUTHEAST OF
 KP0164'TELEPHONE POLE 380, 66.4 METERS (218 FT) SOUTHEAST OF THE RIGHT OF WAY
 KP0164'FENCE AND 2.4 METERS (8 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 KP0164'OUTCROP.
 KP0164'THE MARK IS 1.8 METERS  SE FROM A WITNESS POST.
 KP0164'THE MARK IS 3.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0360 ***********************************************************************
 JR0360  DESIGNATION -  M 320
 JR0360  PID         -  JR0360
 JR0360  STATE/COUNTY-  NV/LYON
 JR0360  USGS QUAD   -  YERINGTON (1986)
 JR0360
 JR0360                         *CURRENT SURVEY CONTROL
 JR0360  ___________________________________________________________________
 JR0360* NAD 83(1986)-  38 54 17.     (N)    119 11 27.     (W)     SCALED    
 JR0360* NAVD 88     -      1357.92   (+/-2cm)    4455.1    (feet)  VERTCON   
 JR0360  ___________________________________________________________________
 JR0360  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JR0360
 JR0360  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0360
 JR0360.The horizontal coordinates were scaled from a topographic map and have
 JR0360.an estimated accuracy of +/- 6 seconds.
 JR0360
 JR0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0360.The vertical order pertains to the NGVD 29 superseded value.
 JR0360
 JR0360.The geoid height was determined by GEOID03.
 JR0360
 JR0360;                    North         East    Units  Estimated Accuracy
 JR0360;SPC NV W     - 4,461,200.      747,310.      MT  (+/- 180 meters Scaled)
 JR0360
 JR0360                          SUPERSEDED SURVEY CONTROL
 JR0360
 JR0360  NGVD 29 (??/??/92) 1356.842  (m)         4451.57   (f) ADJ UNCH    2 0
 JR0360
 JR0360.Superseded values are not recommended for survey control.
 JR0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0360.See file dsdata.txt to determine how the superseded data were derived.
 JR0360
 JR0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD100084(NAD 83)
 JR0360_MARKER: DB = BENCH MARK DISK
 JR0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0360_STAMPING: M 320 1951
 JR0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0360+STABILITY: SURFACE MOTION
 JR0360
 JR0360  HISTORY     - Date     Condition        Report By
 JR0360  HISTORY     - 1951     MONUMENTED       CGS
 JR0360
 JR0360                          STATION DESCRIPTION
 JR0360
 JR0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JR0360'3.2 MI S FROM MASON.
 JR0360'3.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 JR0360'MASON, 0.3 MILES NORTH OF A CATTLE GUARD, AT THE SOUTHWEST
 JR0360'CORNER OF THE Y JUNCTION OF A DIM ROAD LEADING EAST, 47 FEET
 JR0360'WEST OF THE CENTER LINE OF AN OLD RAILROAD BED, 22 FEET EAST
 JR0360'OF THE CENTER LINE OF THE ROAD, 3.5 FEET NORTH OF A TELEPHONE
 JR0360'POLE MARKED (PAINTED) IN WHITE B.M., ABOUT LEVEL WITH THE ROAD,
 JR0360'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FEET
 JR0360'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0328 ***********************************************************************
 LS0328  DESIGNATION -  M 321
 LS0328  PID         -  LS0328
 LS0328  STATE/COUNTY-  NV/PERSHING
 LS0328  USGS QUAD   -  GRANITE POINT (1987)
 LS0328
 LS0328                         *CURRENT SURVEY CONTROL
 LS0328  ___________________________________________________________________
 LS0328* NAD 83(1986)-  40 04 42.     (N)    118 34 29.     (W)     SCALED    
 LS0328* NAVD 88     -      1190.269  (meters)    3905.07   (feet)  ADJUSTED  
 LS0328  ___________________________________________________________________
 LS0328  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 LS0328  DYNAMIC HT  -        1189.309 (meters)    3901.92  (feet)  COMP
 LS0328  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 LS0328
 LS0328  VERT ORDER  -  SECOND    CLASS 0
 LS0328
 LS0328.This mark is at Derby Field Airport (LOL)
 LS0328
 LS0328.The horizontal coordinates were scaled from a topographic map and have
 LS0328.an estimated accuracy of +/- 6 seconds.
 LS0328
 LS0328.The orthometric height was determined by differential leveling
 LS0328.and adjusted by the National Geodetic Survey in June 1991..
 LS0328
 LS0328.The geoid height was determined by GEOID03.
 LS0328
 LS0328.The dynamic height is computed by dividing the NAVD 88
 LS0328.geopotential number by the normal gravity value computed on the
 LS0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0328.degrees latitude (g = 980.6199 gals.).
 LS0328
 LS0328.The modeled gravity was interpolated from observed gravity values.
 LS0328
 LS0328;                    North         East    Units  Estimated Accuracy
 LS0328;SPC NV W     - 4,591,310.      800,730.      MT  (+/- 180 meters Scaled)
 LS0328
 LS0328                          SUPERSEDED SURVEY CONTROL
 LS0328
 LS0328  NGVD 29 (??/??/92) 1189.347  (m)         3902.05   (f) ADJ UNCH    2 0
 LS0328
 LS0328.Superseded values are not recommended for survey control.
 LS0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0328.See file dsdata.txt to determine how the superseded data were derived.
 LS0328
 LS0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE657376(NAD 83)
 LS0328_MARKER: DB = BENCH MARK DISK
 LS0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0328_STAMPING: M 321 1951
 LS0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0328+STABILITY: SURFACE MOTION
 LS0328
 LS0328  HISTORY     - Date     Condition        Report By
 LS0328  HISTORY     - 1951     MONUMENTED       CGS
 LS0328
 LS0328                          STATION DESCRIPTION
 LS0328
 LS0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LS0328'9.6 MI SW FROM LOVELOCK.
 LS0328'8.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LS0328'THE STATION AT LOVELOCK, THENCE 1.1 MILES SOUTHEAST ALONG A GRAVEL
 LS0328'ROAD LEADING TO THE DERBY AIRPORT, AT THE T JUNCTION OF A GRAVEL ROAD
 LS0328'LEADING NORTHEAST, 0.6 MILES NORTHWEST OF THE DERBY AIRPORT, 73 FEET
 LS0328'NORTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD LEADING SOUTHEAST TO
 LS0328'THE AIRPORT, 78.5 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD
 LS0328'LEADING NORTHEAST, 1.2 FEET SOUTHEAST OF A WITNESS POST, AND SET IN
 LS0328'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0367 ***********************************************************************
 MT0367  DESIGNATION -  M 322
 MT0367  PID         -  MT0367
 MT0367  STATE/COUNTY-  NV/ELKO
 MT0367  USGS QUAD   -  EAST OF JACKPOT (1989)
 MT0367
 MT0367                         *CURRENT SURVEY CONTROL
 MT0367  ___________________________________________________________________
 MT0367* NAD 83(1986)-  41 57 09.     (N)    114 31 05.     (W)     SCALED    
 MT0367* NAVD 88     -      1809.241  (meters)    5935.82   (feet)  ADJUSTED  
 MT0367  ___________________________________________________________________
 MT0367  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 MT0367  DYNAMIC HT  -        1807.887 (meters)    5931.38  (feet)  COMP
 MT0367  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 MT0367
 MT0367  VERT ORDER  -  SECOND    CLASS 0
 MT0367
 MT0367.The horizontal coordinates were scaled from a topographic map and have
 MT0367.an estimated accuracy of +/- 6 seconds.
 MT0367
 MT0367.The orthometric height was determined by differential leveling
 MT0367.and adjusted by the National Geodetic Survey in June 1991..
 MT0367
 MT0367.The geoid height was determined by GEOID03.
 MT0367
 MT0367.The dynamic height is computed by dividing the NAVD 88
 MT0367.geopotential number by the normal gravity value computed on the
 MT0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0367.degrees latitude (g = 980.6199 gals.).
 MT0367
 MT0367.The modeled gravity was interpolated from observed gravity values.
 MT0367
 MT0367;                    North         East    Units  Estimated Accuracy
 MT0367;SPC NV E     - 8,799,970.      288,320.      MT  (+/- 180 meters Scaled)
 MT0367
 MT0367                          SUPERSEDED SURVEY CONTROL
 MT0367
 MT0367  NGVD 29 (??/??/92) 1808.089  (m)         5932.04   (f) ADJ UNCH    2 0
 MT0367
 MT0367.Superseded values are not recommended for survey control.
 MT0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0367.See file dsdata.txt to determine how the superseded data were derived.
 MT0367
 MT0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG057474(NAD 83)
 MT0367_MARKER: DB = BENCH MARK DISK
 MT0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0367_STAMPING: M 322 1951
 MT0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0367+STABILITY: SURFACE MOTION
 MT0367
 MT0367  HISTORY     - Date     Condition        Report By
 MT0367  HISTORY     - 1951     MONUMENTED       CGS
 MT0367  HISTORY     - 1969     GOOD             NGS
 MT0367
 MT0367                          STATION DESCRIPTION
 MT0367
 MT0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0367'11.6 MI NE FROM SAN JACINTO.
 MT0367'11.6 MILES NORTHEAST, 0.35 MILE SOUTHWEST OF A PROMINENT DRAIN WHICH
 MT0367'CROSSES THE ROAD AT THE BOTTOM OF TWO SHORT GRADES, AT THE SUMMIT OF A
 MT0367'GRADE, 320 FEET SOUTHWEST OF THE LOWEST POINT IN THE ROAD BETWEEN THE
 MT0367'TWO GRADES, 28 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.2 FEET
 MT0367'EAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 MT0367'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MT0367
 MT0367                          STATION RECOVERY (1969)
 MT0367
 MT0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MT0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0977 ***********************************************************************
 KR0977  DESIGNATION -  M 323
 KR0977  PID         -  KR0977
 KR0977  STATE/COUNTY-  NV/C OF CARSON CITY
 KR0977  USGS QUAD   -  NEW EMPIRE (1994)
 KR0977
 KR0977                         *CURRENT SURVEY CONTROL
 KR0977  ___________________________________________________________________
 KR0977* NAD 83(1986)-  39 11 42.     (N)    119 44 53.     (W)     SCALED    
 KR0977* NAVD 88     -      1439.30   (+/-2cm)    4722.1    (feet)  VERTCON   
 KR0977  ___________________________________________________________________
 KR0977  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KR0977
 KR0977  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0977
 KR0977.The horizontal coordinates were scaled from a topographic map and have
 KR0977.an estimated accuracy of +/- 6 seconds.
 KR0977
 KR0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0977.The vertical order pertains to the NGVD 29 superseded value.
 KR0977
 KR0977.The geoid height was determined by GEOID03.
 KR0977
 KR0977;                    North         East    Units  Estimated Accuracy
 KR0977;SPC NV W     - 4,493,890.      699,390.      MT  (+/- 180 meters Scaled)
 KR0977
 KR0977                          SUPERSEDED SURVEY CONTROL
 KR0977
 KR0977  NGVD 29 (??/??/92) 1438.20   (m)         4718.5    (f) COMPUTED    1 2
 KR0977
 KR0977.Superseded values are not recommended for survey control.
 KR0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0977.See file dsdata.txt to determine how the superseded data were derived.
 KR0977
 KR0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD626420(NAD 83)
 KR0977_MARKER: DD = SURVEY DISK
 KR0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0977_STAMPING: M 323
 KR0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0977+STABILITY: SURFACE MOTION
 KR0977
 KR0977  HISTORY     - Date     Condition        Report By
 KR0977  HISTORY     - UNK      MONUMENTED       NVDH
 KR0977  HISTORY     - 1953     GOOD             NGS
 KR0977
 KR0977                          STATION DESCRIPTION
 KR0977
 KR0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0977'2.6 MI NE FROM CARSON CITY.
 KR0977'1.0 MILE NORTH ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT CARSON
 KR0977'CITY, THENCE 1.4 MILES NORTHEAST ALONG AN ASPHALT ROAD, THENCE 0.2
 KR0977'MILE NORTH ALONG AN ASPHALT ROAD, AT THE CARSON CITY AIRPORT, 0.2 MILE
 KR0977'SOUTH OF THE MAIN HANGAR, BETWEEN THE NEW AND OLD ROAD, 38 1/2 FEET
 KR0977'EAST OF THE CENTER LINE OF THE OLD ROAD, 34 FEET WEST OF THE CENTER
 KR0977'LINE OF THE MAIN ROAD, 6.5 FEET NORTHWEST OF A RIGHT-OF-WAY MARKER,
 KR0977'ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 KR0977'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0012 ***********************************************************************
 MT0012  DESIGNATION -  M 323
 MT0012  PID         -  MT0012
 MT0012  STATE/COUNTY-  NV/ELKO
 MT0012  USGS QUAD   -  STRATTON SPRING (1989)
 MT0012
 MT0012                         *CURRENT SURVEY CONTROL
 MT0012  ___________________________________________________________________
 MT0012* NAD 83(1986)-  41 56 36.     (N)    114 20 58.     (W)     SCALED    
 MT0012* NAVD 88     -      1835.223  (meters)    6021.06   (feet)  ADJUSTED  
 MT0012  ___________________________________________________________________
 MT0012  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 MT0012  DYNAMIC HT  -        1833.844 (meters)    6016.54  (feet)  COMP
 MT0012  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 MT0012
 MT0012  VERT ORDER  -  SECOND    CLASS 0
 MT0012
 MT0012.The horizontal coordinates were scaled from a topographic map and have
 MT0012.an estimated accuracy of +/- 6 seconds.
 MT0012
 MT0012.The orthometric height was determined by differential leveling
 MT0012.and adjusted by the National Geodetic Survey in June 1991..
 MT0012
 MT0012.The geoid height was determined by GEOID03.
 MT0012
 MT0012.The dynamic height is computed by dividing the NAVD 88
 MT0012.geopotential number by the normal gravity value computed on the
 MT0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0012.degrees latitude (g = 980.6199 gals.).
 MT0012
 MT0012.The modeled gravity was interpolated from observed gravity values.
 MT0012
 MT0012;                    North         East    Units  Estimated Accuracy
 MT0012;SPC NV E     - 8,799,140.      302,310.      MT  (+/- 180 meters Scaled)
 MT0012
 MT0012                          SUPERSEDED SURVEY CONTROL
 MT0012
 MT0012  NGVD 29 (??/??/92) 1834.058  (m)         6017.24   (f) ADJ UNCH    2 0
 MT0012
 MT0012.Superseded values are not recommended for survey control.
 MT0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0012.See file dsdata.txt to determine how the superseded data were derived.
 MT0012
 MT0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG197468(NAD 83)
 MT0012_MARKER: DB = BENCH MARK DISK
 MT0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0012_STAMPING: M323 1951
 MT0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0012+STABILITY: SURFACE MOTION
 MT0012
 MT0012  HISTORY     - Date     Condition        Report By
 MT0012  HISTORY     - 1951     MONUMENTED       CGS
 MT0012
 MT0012                          STATION DESCRIPTION
 MT0012
 MT0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0012'24 MI NE FROM SAN JACINTO.
 MT0012'24 MILES NORTHEAST, 0.85 MILE WEST OF THE Y JUNCTION OF A TRACK ROAD
 MT0012'LEADING EAST, 0.1 MILE WEST OF A FENCE CORNER ON THE OUTSIDE OF A
 MT0012'CURVE, 15 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.2 FEET WEST
 MT0012'OF A WITNESS POST, 2 FEET NORTH OF A FENCE, AND ABOUT 1 FOOT HIGHER
 MT0012'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 MT0012'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1073 ***********************************************************************
 KR1073  DESIGNATION -  M 323
 KR1073  PID         -  KR1073
 KR1073  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1073  USGS QUAD   -  GENOA (1994)
 KR1073
 KR1073                         *CURRENT SURVEY CONTROL
 KR1073  ___________________________________________________________________
 KR1073* NAD 83(1986)-  39 06 48.     (N)    119 47 00.     (W)     SCALED    
 KR1073* NAVD 88     -      1475.19   (+/-2cm)    4839.9    (feet)  VERTCON   
 KR1073  ___________________________________________________________________
 KR1073  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 KR1073
 KR1073  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1073
 KR1073.The horizontal coordinates were scaled from a topographic map and have
 KR1073.an estimated accuracy of +/- 6 seconds.
 KR1073
 KR1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1073.The vertical order pertains to the NGVD 29 superseded value.
 KR1073
 KR1073.The geoid height was determined by GEOID03.
 KR1073
 KR1073;                    North         East    Units  Estimated Accuracy
 KR1073;SPC NV W     - 4,484,870.      696,220.      MT  (+/- 180 meters Scaled)
 KR1073
 KR1073                          SUPERSEDED SURVEY CONTROL
 KR1073
 KR1073  NGVD 29 (??/??/92) 1474.04   (m)         4836.1    (f) COMPUTED    2 0
 KR1073
 KR1073.Superseded values are not recommended for survey control.
 KR1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1073.See file dsdata.txt to determine how the superseded data were derived.
 KR1073
 KR1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD593330(NAD 83)
 KR1073_MARKER: DB = BENCH MARK DISK
 KR1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1073_STAMPING: M 323 1951
 KR1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1073+STABILITY: SURFACE MOTION
 KR1073
 KR1073  HISTORY     - Date     Condition        Report By
 KR1073  HISTORY     - 1951     MONUMENTED       CGS
 KR1073
 KR1073                          STATION DESCRIPTION
 KR1073
 KR1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR1073'3.8 MI SW FROM CARSON CITY.
 KR1073'ABOUT 3.1 MILES SOUTH ALONG U. S. HIGHWAY 395 AND 50 FROM THE STATE
 KR1073'CAPITOL AT CARSON CITY, THENCE 0.7 MILES WEST ALONG U. S. HIGHWAY 50,
 KR1073'ON THE SOUTH SLOPE OF A BRUSH-COVERED HILL, AT THE T JUNCTION OF A DIM
 KR1073'TRACK ROAD LEADING SOUTH, 0.2 MILES WEST OF A NORTHEAST AND SOUTHWEST
 KR1073'CROSSROAD, 41.2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 1/2
 KR1073'FEET WEST OF THE CENTER LINE OF THE TRACK ROAD, 1.8 FEET EAST OF A
 KR1073'WITNESS POST, ABOUT 5 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 KR1073'OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0484 ***********************************************************************
 JR0484  DESIGNATION -  M 324
 JR0484  PID         -  JR0484
 JR0484  STATE/COUNTY-  NV/DOUGLAS
 JR0484  USGS QUAD   -  MINDEN (1982)
 JR0484
 JR0484                         *CURRENT SURVEY CONTROL
 JR0484  ___________________________________________________________________
 JR0484* NAD 83(1986)-  38 57 15.     (N)    119 50 20.     (W)     SCALED    
 JR0484* NAVD 88     -      1449.69   (+/-2cm)    4756.2    (feet)  VERTCON   
 JR0484  ___________________________________________________________________
 JR0484  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 JR0484
 JR0484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0484
 JR0484.The horizontal coordinates were scaled from a topographic map and have
 JR0484.an estimated accuracy of +/- 6 seconds.
 JR0484
 JR0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0484.The vertical order pertains to the NGVD 29 superseded value.
 JR0484
 JR0484.The geoid height was determined by GEOID03.
 JR0484
 JR0484;                    North         East    Units  Estimated Accuracy
 JR0484;SPC NV W     - 4,467,260.      691,180.      MT  (+/- 180 meters Scaled)
 JR0484
 JR0484                          SUPERSEDED SURVEY CONTROL
 JR0484
 JR0484  NGVD 29 (??/??/92) 1448.523  (m)         4752.36   (f) ADJ UNCH    2 0
 JR0484
 JR0484.Superseded values are not recommended for survey control.
 JR0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0484.See file dsdata.txt to determine how the superseded data were derived.
 JR0484
 JR0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD539155(NAD 83)
 JR0484_MARKER: DD = SURVEY DISK
 JR0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0484_STAMPING: M 324
 JR0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0484+STABILITY: SURFACE MOTION
 JR0484
 JR0484  HISTORY     - Date     Condition        Report By
 JR0484  HISTORY     - UNK      MONUMENTED       NVDH
 JR0484  HISTORY     - 1951     GOOD             NGS
 JR0484  HISTORY     - 1968     MARK NOT FOUND
 JR0484
 JR0484                          STATION DESCRIPTION
 JR0484
 JR0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0484'3.6 MI S FROM GENOA.
 JR0484'3.6 MILES SOUTH ALONG THE FOOTHILL ROAD FROM THE GENERAL STORE
 JR0484'IN GENOA, AT THE Y JUNCTION OF FOOTHILL ROAD AND A GRAVEL ROAD
 JR0484'LEADING SOUTHEAST THENCE EAST TO CARSON RIVER, ABOUT 150 YARDS
 JR0484'NORTHWEST OF A RANCH HOUSE, NEAR THE NORTH END OF A CUT, 45 YARDS
 JR0484'WEST OF A GRAVEL ROAD LEADING SOUTHWEST, 65 YARDS SOUTH OF THE
 JR0484'Y JUNCTION OF FOOTHILL ROAD AND A GRAVEL ROAD LEADING SOUTHEAST,
 JR0484'40 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 2 1/2
 JR0484'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JR0484'POST FLUSH WITH THE GROUND.
 JR0484
 JR0484                          STATION RECOVERY (1968)
 JR0484
 JR0484'RECOVERED 1968
 JR0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0615 ***********************************************************************
 MT0615  DESIGNATION -  M 326
 MT0615  PID         -  MT0615
 MT0615  STATE/COUNTY-  NV/ELKO
 MT0615  USGS QUAD   -  BIG TABLE (1986)
 MT0615
 MT0615                         *CURRENT SURVEY CONTROL
 MT0615  ___________________________________________________________________
 MT0615* NAD 83(1986)-  41 54 55.     (N)    115 39 37.     (W)     SCALED    
 MT0615* NAVD 88     -      1693.365  (meters)    5555.65   (feet)  ADJUSTED  
 MT0615  ___________________________________________________________________
 MT0615  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 MT0615  DYNAMIC HT  -        1692.126 (meters)    5551.58  (feet)  COMP
 MT0615  MODELED GRAV-     979,830.6   (mgal)                       NAVD 88
 MT0615
 MT0615  VERT ORDER  -  SECOND    CLASS 0
 MT0615
 MT0615.The horizontal coordinates were scaled from a topographic map and have
 MT0615.an estimated accuracy of +/- 6 seconds.
 MT0615
 MT0615.The orthometric height was determined by differential leveling
 MT0615.and adjusted by the National Geodetic Survey in June 1991..
 MT0615
 MT0615.The geoid height was determined by GEOID03.
 MT0615
 MT0615.The dynamic height is computed by dividing the NAVD 88
 MT0615.geopotential number by the normal gravity value computed on the
 MT0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0615.degrees latitude (g = 980.6199 gals.).
 MT0615
 MT0615.The modeled gravity was interpolated from observed gravity values.
 MT0615
 MT0615;                    North         East    Units  Estimated Accuracy
 MT0615;SPC NV E     - 8,795,290.      193,620.      MT  (+/- 180 meters Scaled)
 MT0615
 MT0615                          SUPERSEDED SURVEY CONTROL
 MT0615
 MT0615  NGVD 29 (??/??/92) 1692.204  (m)         5551.84   (f) ADJ UNCH    2 0
 MT0615
 MT0615.Superseded values are not recommended for survey control.
 MT0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0615.See file dsdata.txt to determine how the superseded data were derived.
 MT0615
 MT0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG111412(NAD 83)
 MT0615_MARKER: DB = BENCH MARK DISK
 MT0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0615_STAMPING: M 326 1951
 MT0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0615+STABILITY: SURFACE MOTION
 MT0615
 MT0615  HISTORY     - Date     Condition        Report By
 MT0615  HISTORY     - 1951     MONUMENTED       CGS
 MT0615
 MT0615                          STATION DESCRIPTION
 MT0615
 MT0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0615'31.2 MI W FROM JARBIDGE.
 MT0615'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0615'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0615'THENCE 21.0 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0615'CREEK RANGER STATION, 0.5 MILES EAST OF THE JUNCTION OF A DIRT ROAD
 MT0615'LEADING NORTH TO ROWLAND, ON THE OUTSIDE OF A SLIGHT CURVE, ABOUT 70
 MT0615'YARDS WEST OF THE TOP OF THE STEEPEST PITCH OF A GRADE, 30.0 FEET
 MT0615'SOUTH OF THE CENTER LINE OF A RIDGE IN THE ROAD, 22.0 FEET NORTH OF
 MT0615'THE CENTER LINE OF THE ROAD, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD,
 MT0615'2.2 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 MT0615'POST PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0037 ***********************************************************************
 MT0037  DESIGNATION -  M 327
 MT0037  PID         -  MT0037
 MT0037  STATE/COUNTY-  NV/ELKO
 MT0037  USGS QUAD   -  NILE SPRING (1989)
 MT0037
 MT0037                         *CURRENT SURVEY CONTROL
 MT0037  ___________________________________________________________________
 MT0037* NAD 83(1986)-  41 54 33.     (N)    114 06 08.     (W)     SCALED    
 MT0037* NAVD 88     -      1571.215  (meters)    5154.89   (feet)  ADJUSTED  
 MT0037  ___________________________________________________________________
 MT0037  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 MT0037  DYNAMIC HT  -        1570.099 (meters)    5151.23  (feet)  COMP
 MT0037  MODELED GRAV-     979,856.4   (mgal)                       NAVD 88
 MT0037
 MT0037  VERT ORDER  -  SECOND    CLASS 0
 MT0037
 MT0037.The horizontal coordinates were scaled from a topographic map and have
 MT0037.an estimated accuracy of +/- 6 seconds.
 MT0037
 MT0037.The orthometric height was determined by differential leveling
 MT0037.and adjusted by the National Geodetic Survey in June 1991..
 MT0037
 MT0037.The geoid height was determined by GEOID03.
 MT0037
 MT0037.The dynamic height is computed by dividing the NAVD 88
 MT0037.geopotential number by the normal gravity value computed on the
 MT0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0037.degrees latitude (g = 980.6199 gals.).
 MT0037
 MT0037.The modeled gravity was interpolated from observed gravity values.
 MT0037
 MT0037;                    North         East    Units  Estimated Accuracy
 MT0037;SPC NV E     - 8,795,670.      322,880.      MT  (+/- 180 meters Scaled)
 MT0037
 MT0037                          SUPERSEDED SURVEY CONTROL
 MT0037
 MT0037  NGVD 29 (??/??/92) 1570.127  (m)         5151.32   (f) ADJ UNCH    2 0
 MT0037
 MT0037.Superseded values are not recommended for survey control.
 MT0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0037.See file dsdata.txt to determine how the superseded data were derived.
 MT0037
 MT0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG403437(NAD 83)
 MT0037_MARKER: DB = BENCH MARK DISK
 MT0037_SETTING: 66 = SET IN ROCK OUTCROP
 MT0037_SP_SET: SET IN ROCK OUTCROP
 MT0037_STAMPING: M 327 1951
 MT0037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0037+STABILITY: POSITION/ELEVATION WELL
 MT0037
 MT0037  HISTORY     - Date     Condition        Report By
 MT0037  HISTORY     - 1951     MONUMENTED       CGS
 MT0037
 MT0037                          STATION DESCRIPTION
 MT0037
 MT0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0037'25.5 MI NW FROM GROUSE CREEK.
 MT0037'3.4 MILES NORTH, 15.6 MILES NORTHWEST, 2.5 MILES NORTHWEST, 4 MILES
 MT0037'SOUTHWEST, ABOUT 210 YARDS NORTH OF A RANCHHOUSE, 168 1/2 FEET NORTH
 MT0037'OF THE CENTER LINE OF THE ROAD, ON TOP OF A ROCKY KNOLL, 70 FEET
 MT0037'NORTHWEST OF THE NORTHWEST CORNER OF A CORRAL, 64 1/2 FEET SOUTHWEST
 MT0037'OF THE TOP OF THE SOUTHWEST BANK OF TROUT CREEK, AND SET IN THE TOP OF
 MT0037'A LARGE GRANITE OUTCROP, AND ABOUT 7 FEET HIGHER THAN THE ROAD, AND
 MT0037'ENCIRCLED WITH WHITE PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0129 ***********************************************************************
 GS0129  DESIGNATION -  M 328
 GS0129  PID         -  GS0129
 GS0129  STATE/COUNTY-  NV/NYE
 GS0129  USGS QUAD   -  CANE SPRING (1986)
 GS0129
 GS0129                         *CURRENT SURVEY CONTROL
 GS0129  ___________________________________________________________________
 GS0129* NAD 83(1986)-  36 47 49.     (N)    116 00 48.     (W)     SCALED    
 GS0129* NAVD 88     -       986.755  (meters)    3237.38   (feet)  ADJUSTED  
 GS0129  ___________________________________________________________________
 GS0129  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 GS0129  DYNAMIC HT  -         985.700 (meters)    3233.92  (feet)  COMP
 GS0129  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 GS0129
 GS0129  VERT ORDER  -  SECOND    CLASS 0
 GS0129
 GS0129.The horizontal coordinates were scaled from a topographic map and have
 GS0129.an estimated accuracy of +/- 6 seconds.
 GS0129
 GS0129.The orthometric height was determined by differential leveling
 GS0129.and adjusted by the National Geodetic Survey in June 1991..
 GS0129
 GS0129.The geoid height was determined by GEOID03.
 GS0129
 GS0129.The dynamic height is computed by dividing the NAVD 88
 GS0129.geopotential number by the normal gravity value computed on the
 GS0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0129.degrees latitude (g = 980.6199 gals.).
 GS0129
 GS0129.The modeled gravity was interpolated from observed gravity values.
 GS0129
 GS0129;                    North         East    Units  Estimated Accuracy
 GS0129;SPC NV C     - 6,227,300.      558,300.      MT  (+/- 180 meters Scaled)
 GS0129
 GS0129                          SUPERSEDED SURVEY CONTROL
 GS0129
 GS0129  NGVD 29 (??/??/??)  985.893  (m)         3234.55   (f) ADJUSTED    2 0
 GS0129
 GS0129.Superseded values are not recommended for survey control.
 GS0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0129.See file dsdata.txt to determine how the superseded data were derived.
 GS0129
 GS0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA880728(NAD 83)
 GS0129_MARKER: DB = BENCH MARK DISK
 GS0129_SETTING: 80 = SET IN A BOULDER
 GS0129_SP_SET: BOULDER
 GS0129_STAMPING: M 328 1952
 GS0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0129+STABILITY: SURFACE MOTION
 GS0129
 GS0129  HISTORY     - Date     Condition        Report By
 GS0129  HISTORY     - 1952     MONUMENTED       CGS
 GS0129  HISTORY     - 1952     GOOD             NGS
 GS0129
 GS0129                          STATION DESCRIPTION
 GS0129
 GS0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0129'10.8 MI NW FROM MERCURY.
 GS0129'0.15 MILES WEST ALONG RANGER AVENUE FROM THE POST OFFICE AT
 GS0129'MERCURY, THENCE 2.6 MILES NORTH ALONG THE MERCURY HIGHWAY, THENCE
 GS0129'8.1 MILES NORTHWEST ALONG THE MERCURY HIGHWAY, 0.6 MILE SOUTH
 GS0129'OF A JUNCTION WITH AN OILED ROAD LEADING EAST, 118.5 FEET
 GS0129'NORTHEAST OF A POWER POLE, 77 FEET EAST OF THE CENTER LINE OF
 GS0129'THE HIGHWAY, 3 FEET SOUTH OF A WITNESS POST, 0.1 FOOT ABOVE THE
 GS0129'GROUND, SET IN THE TOP OF A BOULDER.
 GS0129
 GS0129                          STATION RECOVERY (1952)
 GS0129
 GS0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GS0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0423 ***********************************************************************
 HQ0423  DESIGNATION -  M 329
 HQ0423  PID         -  HQ0423
 HQ0423  STATE/COUNTY-  NV/NYE
 HQ0423  USGS QUAD   -  OAK SPRING (1986)
 HQ0423
 HQ0423                         *CURRENT SURVEY CONTROL
 HQ0423  ___________________________________________________________________
 HQ0423* NAD 83(1986)-  37 07 44.     (N)    116 02 17.     (W)     SCALED    
 HQ0423* NAVD 88     -      1286.176  (meters)    4219.73   (feet)  ADJUSTED  
 HQ0423  ___________________________________________________________________
 HQ0423  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 HQ0423  DYNAMIC HT  -        1284.757 (meters)    4215.07  (feet)  COMP
 HQ0423  MODELED GRAV-     979,484.1   (mgal)                       NAVD 88
 HQ0423
 HQ0423  VERT ORDER  -  SECOND    CLASS 0
 HQ0423
 HQ0423.The horizontal coordinates were scaled from a topographic map and have
 HQ0423.an estimated accuracy of +/- 6 seconds.
 HQ0423
 HQ0423.The orthometric height was determined by differential leveling
 HQ0423.and adjusted by the National Geodetic Survey in June 1991..
 HQ0423
 HQ0423.The geoid height was determined by GEOID03.
 HQ0423
 HQ0423.The dynamic height is computed by dividing the NAVD 88
 HQ0423.geopotential number by the normal gravity value computed on the
 HQ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0423.degrees latitude (g = 980.6199 gals.).
 HQ0423
 HQ0423.The modeled gravity was interpolated from observed gravity values.
 HQ0423
 HQ0423;                    North         East    Units  Estimated Accuracy
 HQ0423;SPC NV C     - 6,264,120.      555,850.      MT  (+/- 180 meters Scaled)
 HQ0423
 HQ0423                          SUPERSEDED SURVEY CONTROL
 HQ0423
 HQ0423  NGVD 29 (??/??/92) 1285.224  (m)         4216.61   (f) ADJ UNCH    2 0
 HQ0423
 HQ0423.Superseded values are not recommended for survey control.
 HQ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0423.See file dsdata.txt to determine how the superseded data were derived.
 HQ0423
 HQ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB854096(NAD 83)
 HQ0423_MARKER: DB = BENCH MARK DISK
 HQ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0423_STAMPING: M 329 1952
 HQ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0423+STABILITY: SURFACE MOTION
 HQ0423
 HQ0423  HISTORY     - Date     Condition        Report By
 HQ0423  HISTORY     - 1952     MONUMENTED       CGS
 HQ0423
 HQ0423                          STATION DESCRIPTION
 HQ0423
 HQ0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0423'13.55 MI N FROM YUCCA PASS.
 HQ0423'12.55 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE
 HQ0423'SUMMIT OF YUCCA PASS, THENCE 0.4 MILE NORTH ALONG A GRAVELED ROAD,
 HQ0423'46 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 65 FEET NORTHEAST
 HQ0423'OF THE CENTERLINE OF A DIRT ROAD LEADING SOUTHEAST, 2.7 FEET EAST
 HQ0423'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HQ0423'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0227 ***********************************************************************
 JP0227  DESIGNATION -  M 33
 JP0227  PID         -  JP0227
 JP0227  STATE/COUNTY-  NV/NYE
 JP0227  USGS QUAD   -  BLUE EAGLE SPRINGS N (1990)
 JP0227
 JP0227                         *CURRENT SURVEY CONTROL
 JP0227  ___________________________________________________________________
 JP0227* NAD 83(1986)-  38 38 19.     (N)    115 34 47.     (W)     SCALED    
 JP0227* NAVD 88     -      1456.330  (meters)    4777.98   (feet)  POSTED    
 JP0227  ___________________________________________________________________
 JP0227  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 JP0227  DYNAMIC HT  -        1454.810 (meters)    4772.99  (feet)  COMP
 JP0227  MODELED GRAV-     979,531.9   (mgal)                       NAVD 88
 JP0227
 JP0227  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0227
 JP0227.The horizontal coordinates were scaled from a topographic map and have
 JP0227.an estimated accuracy of +/- 6 seconds.
 JP0227
 JP0227.The orthometric height was determined by differential leveling
 JP0227.and adjusted by the National Geodetic Survey in 1992..
 JP0227.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0227.rate of 0.0 thru 1.0 mm/km.
 JP0227
 JP0227.The geoid height was determined by GEOID03.
 JP0227
 JP0227.The dynamic height is computed by dividing the NAVD 88
 JP0227.geopotential number by the normal gravity value computed on the
 JP0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0227.degrees latitude (g = 980.6199 gals.).
 JP0227
 JP0227.The modeled gravity was interpolated from observed gravity values.
 JP0227
 JP0227;                    North         East    Units  Estimated Accuracy
 JP0227;SPC NV C     - 6,432,040.      594,630.      MT  (+/- 180 meters Scaled)
 JP0227
 JP0227                          SUPERSEDED SURVEY CONTROL
 JP0227
 JP0227  NGVD 29 (??/??/92) 1455.201  (m)         4774.27   (f) ADJ UNCH    1 2
 JP0227
 JP0227.Superseded values are not recommended for survey control.
 JP0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0227.See file dsdata.txt to determine how the superseded data were derived.
 JP0227
 JP0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC236776(NAD 83)
 JP0227_MARKER: DB = BENCH MARK DISK
 JP0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0227_STAMPING: 4774.272 M 33 1933
 JP0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0227+STABILITY: SURFACE MOTION
 JP0227
 JP0227  HISTORY     - Date     Condition        Report By
 JP0227  HISTORY     - 1933     MONUMENTED       CGS
 JP0227
 JP0227                          STATION DESCRIPTION
 JP0227
 JP0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JP0227'9.2 MI SW FROM CURRANT.
 JP0227'ABOUT 9.2 MILES SOUTHWEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JP0227'CURRANT, NYE COUNTY, AND ABOUT 60 FEET SOUTHEAST OF THE CENTER LINE OF
 JP0227'THE OLD HIGHWAY.  A STANDARD DISK, STAMPED 4774.272 M 33 1933 AND SET
 JP0227'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0457 ***********************************************************************
 HQ0457  DESIGNATION -  M 330
 HQ0457  PID         -  HQ0457
 HQ0457  STATE/COUNTY-  NV/NYE
 HQ0457  USGS QUAD   -  SPRINGDALE NE (1986)
 HQ0457
 HQ0457                         *CURRENT SURVEY CONTROL
 HQ0457  ___________________________________________________________________
 HQ0457* NAD 83(1986)-  37 12 23.     (N)    116 48 26.     (W)     SCALED    
 HQ0457* NAVD 88     -      1387.111  (meters)    4550.88   (feet)  ADJUSTED  
 HQ0457  ___________________________________________________________________
 HQ0457  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 HQ0457  DYNAMIC HT  -        1385.553 (meters)    4545.77  (feet)  COMP
 HQ0457  MODELED GRAV-     979,459.3   (mgal)                       NAVD 88
 HQ0457
 HQ0457  VERT ORDER  -  SECOND    CLASS 0
 HQ0457
 HQ0457.The horizontal coordinates were scaled from a topographic map and have
 HQ0457.an estimated accuracy of +/- 6 seconds.
 HQ0457
 HQ0457.The orthometric height was determined by differential leveling
 HQ0457.and adjusted by the National Geodetic Survey in June 1991..
 HQ0457
 HQ0457.The geoid height was determined by GEOID03.
 HQ0457
 HQ0457.The dynamic height is computed by dividing the NAVD 88
 HQ0457.geopotential number by the normal gravity value computed on the
 HQ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0457.degrees latitude (g = 980.6199 gals.).
 HQ0457
 HQ0457.The modeled gravity was interpolated from observed gravity values.
 HQ0457
 HQ0457;                    North         East    Units  Estimated Accuracy
 HQ0457;SPC NV C     - 6,272,540.      487,520.      MT  (+/- 180 meters Scaled)
 HQ0457
 HQ0457                          SUPERSEDED SURVEY CONTROL
 HQ0457
 HQ0457.No superseded survey control is available for this station.
 HQ0457
 HQ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB171177(NAD 83)
 HQ0457_MARKER: DB = BENCH MARK DISK
 HQ0457_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0457_SP_SET: ROCK OUTCROP
 HQ0457_STAMPING: M 330 1952
 HQ0457_MARK LOGO: CGS   
 HQ0457_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0457+STABILITY: POSITION/ELEVATION WELL
 HQ0457
 HQ0457  HISTORY     - Date     Condition        Report By
 HQ0457  HISTORY     - 1952     MONUMENTED       CGS
 HQ0457  HISTORY     - 19920623 GOOD             LOCENG
 HQ0457
 HQ0457                          STATION DESCRIPTION
 HQ0457
 HQ0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0457'24.4 MI NW FROM BEATTY.
 HQ0457'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0457'AT BEATTY, THENCE 5.8 MILES NORTH ALONG A WINDING TRACK ROAD,
 HQ0457'77 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 3.4 FEET NORTH
 HQ0457'OF A WITNESS POST, 0.6 FOOT ABOVE THE GROUND, SET IN THE TOP
 HQ0457'OF A GRANITE OUTCROP.
 HQ0457
 HQ0457                          STATION RECOVERY (1992)
 HQ0457
 HQ0457'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0479 ***********************************************************************
 HQ0479  DESIGNATION -  M 331
 HQ0479  PID         -  HQ0479
 HQ0479  STATE/COUNTY-  NV/NYE
 HQ0479  USGS QUAD   -  TOLICHA PEAK NE (1986)
 HQ0479
 HQ0479                         *CURRENT SURVEY CONTROL
 HQ0479  ___________________________________________________________________
 HQ0479* NAD 83(1986)-  37 24 29.     (N)    116 47 16.     (W)     SCALED    
 HQ0479* NAVD 88     -      1686.616  (meters)    5533.51   (feet)  ADJUSTED  
 HQ0479  ___________________________________________________________________
 HQ0479  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 HQ0479  DYNAMIC HT  -        1684.686 (meters)    5527.17  (feet)  COMP
 HQ0479  MODELED GRAV-     979,426.2   (mgal)                       NAVD 88
 HQ0479
 HQ0479  VERT ORDER  -  SECOND    CLASS 0
 HQ0479
 HQ0479.The horizontal coordinates were scaled from a topographic map and have
 HQ0479.an estimated accuracy of +/- 6 seconds.
 HQ0479
 HQ0479.The orthometric height was determined by differential leveling
 HQ0479.and adjusted by the National Geodetic Survey in June 1991..
 HQ0479
 HQ0479.The geoid height was determined by GEOID03.
 HQ0479
 HQ0479.The dynamic height is computed by dividing the NAVD 88
 HQ0479.geopotential number by the normal gravity value computed on the
 HQ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0479.degrees latitude (g = 980.6199 gals.).
 HQ0479
 HQ0479.The modeled gravity was interpolated from observed gravity values.
 HQ0479
 HQ0479;                    North         East    Units  Estimated Accuracy
 HQ0479;SPC NV C     - 6,294,920.      489,280.      MT  (+/- 180 meters Scaled)
 HQ0479
 HQ0479                          SUPERSEDED SURVEY CONTROL
 HQ0479
 HQ0479.No superseded survey control is available for this station.
 HQ0479
 HQ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB187401(NAD 83)
 HQ0479_MARKER: DB = BENCH MARK DISK
 HQ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0479_SP_SET: CONCRETE POST
 HQ0479_STAMPING: M 331 1952
 HQ0479_MARK LOGO: CGS   
 HQ0479_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0479+STABILITY: SURFACE MOTION
 HQ0479
 HQ0479  HISTORY     - Date     Condition        Report By
 HQ0479  HISTORY     - 1952     MONUMENTED       CGS
 HQ0479  HISTORY     - 19930328 GOOD             LOCENG
 HQ0479
 HQ0479                          STATION DESCRIPTION
 HQ0479
 HQ0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0479'39.8 MI N FROM BEATTY.
 HQ0479'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0479'AT BEATTY, THENCE 12.75 MILES NORTH ALONG A WINDING TRACK ROAD,
 HQ0479'THENCE 0.15 MILE NORTHWEST ALONG A TRACK ROAD, THENCE 0.75 MILE
 HQ0479'NORTHEAST ALONG A TRACK ROAD, THENCE 7.45 MILES NORTH ALONG A
 HQ0479'TRACK ROAD, 0.7 MILE NORTHWEST OF A LONE HILL, 45 FEET WEST
 HQ0479'OF THE CENTER LINE OF A TRACK ROAD, 2 FEET WEST OF A WITNESS
 HQ0479'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 HQ0479'ABOVE THE GROUND.
 HQ0479
 HQ0479                          STATION RECOVERY (1993)
 HQ0479
 HQ0479'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 HQ0479'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE WITNESS POST 1 METER
 HQ0479'(3.3 FT) EAST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0250 ***********************************************************************
 HQ0250  DESIGNATION -  M 332
 HQ0250  PID         -  HQ0250
 HQ0250  STATE/COUNTY-  NV/NYE
 HQ0250  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0250
 HQ0250                         *CURRENT SURVEY CONTROL
 HQ0250  ___________________________________________________________________
 HQ0250* NAD 83(1986)-  37 43 54.     (N)    116 41 34.     (W)     SCALED    
 HQ0250* NAVD 88     -      1638.895  (meters)    5376.94   (feet)  ADJUSTED  
 HQ0250  ___________________________________________________________________
 HQ0250  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 HQ0250  DYNAMIC HT  -        1637.046 (meters)    5370.88  (feet)  COMP
 HQ0250  MODELED GRAV-     979,444.0   (mgal)                       NAVD 88
 HQ0250
 HQ0250  VERT ORDER  -  FIRST     CLASS II
 HQ0250
 HQ0250.The horizontal coordinates were scaled from a topographic map and have
 HQ0250.an estimated accuracy of +/- 6 seconds.
 HQ0250
 HQ0250.The orthometric height was determined by differential leveling
 HQ0250.and adjusted by the National Geodetic Survey in June 1991..
 HQ0250
 HQ0250.The geoid height was determined by GEOID03.
 HQ0250
 HQ0250.The dynamic height is computed by dividing the NAVD 88
 HQ0250.geopotential number by the normal gravity value computed on the
 HQ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0250.degrees latitude (g = 980.6199 gals.).
 HQ0250
 HQ0250.The modeled gravity was interpolated from observed gravity values.
 HQ0250
 HQ0250;                    North         East    Units  Estimated Accuracy
 HQ0250;SPC NV C     - 6,330,820.      497,700.      MT  (+/- 180 meters Scaled)
 HQ0250
 HQ0250                          SUPERSEDED SURVEY CONTROL
 HQ0250
 HQ0250.No superseded survey control is available for this station.
 HQ0250
 HQ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB270760(NAD 83)
 HQ0250_MARKER: DB = BENCH MARK DISK
 HQ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0250_STAMPING: M 332 1952
 HQ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0250+STABILITY: SURFACE MOTION
 HQ0250
 HQ0250  HISTORY     - Date     Condition        Report By
 HQ0250  HISTORY     - 1952     MONUMENTED       CGS
 HQ0250  HISTORY     - 1968     GOOD             NGS
 HQ0250
 HQ0250                          STATION DESCRIPTION
 HQ0250
 HQ0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0250'13.6 MI SE FROM TONOPAH TEST RANGE.
 HQ0250'8.2 MILES SOUTH ALONG AN ASPHALT ROAD FROM POINT ABLE AT TONOPAH
 HQ0250'TEST RANGE, THENCE 2.4 MILES EAST ALONG A GRAVELED ROAD, THENCE
 HQ0250'0.45 MILE SOUTHEAST ALONG A TRACK ROAD, THENCE 2.5 MILES SOUTH
 HQ0250'ALONG A DIRT ROAD, 0.35 MILE WEST OF TRIANGULATION STATION
 HQ0250'RADAR TARGET 7, 60 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HQ0250'2.5 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 HQ0250'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 HQ0250'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0106 ***********************************************************************
 GS0106  DESIGNATION -  M 333
 GS0106  PID         -  GS0106
 GS0106  STATE/COUNTY-  NV/NYE
 GS0106  USGS QUAD   -  JACKASS FLATS (1983)
 GS0106
 GS0106                         *CURRENT SURVEY CONTROL
 GS0106  ___________________________________________________________________
 GS0106* NAD 83(1986)-  36 45 04.     (N)    116 20 48.     (W)     SCALED    
 GS0106* NAVD 88     -       947.428  (meters)    3108.35   (feet)  ADJUSTED  
 GS0106  ___________________________________________________________________
 GS0106  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 GS0106  DYNAMIC HT  -         946.443 (meters)    3105.12  (feet)  COMP
 GS0106  MODELED GRAV-     979,560.3   (mgal)                       NAVD 88
 GS0106
 GS0106  VERT ORDER  -  SECOND    CLASS 0
 GS0106
 GS0106.The horizontal coordinates were scaled from a topographic map and have
 GS0106.an estimated accuracy of +/- 6 seconds.
 GS0106
 GS0106.The orthometric height was determined by differential leveling
 GS0106.and adjusted by the National Geodetic Survey in June 1991..
 GS0106
 GS0106.The geoid height was determined by GEOID03.
 GS0106
 GS0106.The dynamic height is computed by dividing the NAVD 88
 GS0106.geopotential number by the normal gravity value computed on the
 GS0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0106.degrees latitude (g = 980.6199 gals.).
 GS0106
 GS0106.The modeled gravity was interpolated from observed gravity values.
 GS0106
 GS0106;                    North         East    Units  Estimated Accuracy
 GS0106;SPC NV C     - 6,222,060.      528,570.      MT  (+/- 180 meters Scaled)
 GS0106
 GS0106                          SUPERSEDED SURVEY CONTROL
 GS0106
 GS0106  NGVD 29 (??/??/??)  946.574  (m)         3105.55   (f) ADJUSTED    2 0
 GS0106
 GS0106.Superseded values are not recommended for survey control.
 GS0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0106.See file dsdata.txt to determine how the superseded data were derived.
 GS0106
 GS0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA583674(NAD 83)
 GS0106_MARKER: DB = BENCH MARK DISK
 GS0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0106_STAMPING: M 333 1952
 GS0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0106+STABILITY: SURFACE MOTION
 GS0106
 GS0106  HISTORY     - Date     Condition        Report By
 GS0106  HISTORY     - 1952     MONUMENTED       CGS
 GS0106  HISTORY     - 1952     GOOD             NGS
 GS0106
 GS0106                          STATION DESCRIPTION
 GS0106
 GS0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0106'6.4 MI N FROM LATHROP WELLS.
 GS0106'0.1 MILE WEST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF ITS
 GS0106'Y JUNCTION WITH STATE HIGHWAY 29 AT LATHROP WELLS, THENCE 4.9
 GS0106'MILES NORTH ALONG A TRACK ROAD, THENCE 3.4 MILES NORTH ALONG A
 GS0106'SANDY WASH, 73 FEET EAST OF THE CENTER LINE OF THE MAIN WASH, 35
 GS0106'FEET NORTHWEST OF THE CENTER LINE OF A SMALL WASH LEADING
 GS0106'NORTHEAST, 2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GS0106'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GS0106'NOTE-- 75 FEET NORTH-NORTHEAST OF THE INTERSECTION OF THE EAST
 GS0106'EDGE OF A TRACK ROAD AND THE CENTERLINE OF A DRAIN LEADING EAST,
 GS0106'38 FEET WEST-NORTHWEST OF A DRAIN INTERSECTION, 77 FEET EAST OF
 GS0106'THE CENTERLINE OF THE ROAD AT A GRAVEL BAR WHICH IS OPPOSITE A
 GS0106'10-FOOT HIGH LOOSE ROCK CLIFF.
 GS0106
 GS0106                          STATION RECOVERY (1952)
 GS0106
 GS0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GS0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0449 ***********************************************************************
 HQ0449  DESIGNATION -  M 334
 HQ0449  PID         -  HQ0449
 HQ0449  STATE/COUNTY-  NV/NYE
 HQ0449  USGS QUAD   -  TIPPIPAH SPRING (1986)
 HQ0449
 HQ0449                         *CURRENT SURVEY CONTROL
 HQ0449  ___________________________________________________________________
 HQ0449* NAD 83(1986)-  37 01 21.     (N)    116 11 14.     (W)     SCALED    
 HQ0449* NAVD 88     -      1530.454  (meters)    5021.16   (feet)  ADJUSTED  
 HQ0449  ___________________________________________________________________
 HQ0449  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 HQ0449  DYNAMIC HT  -        1528.672 (meters)    5015.32  (feet)  COMP
 HQ0449  MODELED GRAV-     979,413.1   (mgal)                       NAVD 88
 HQ0449
 HQ0449  VERT ORDER  -  SECOND    CLASS 0
 HQ0449
 HQ0449.The horizontal coordinates were scaled from a topographic map and have
 HQ0449.an estimated accuracy of +/- 6 seconds.
 HQ0449
 HQ0449.The orthometric height was determined by differential leveling
 HQ0449.and adjusted by the National Geodetic Survey in June 1991..
 HQ0449
 HQ0449.The geoid height was determined by GEOID03.
 HQ0449
 HQ0449.The dynamic height is computed by dividing the NAVD 88
 HQ0449.geopotential number by the normal gravity value computed on the
 HQ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0449.degrees latitude (g = 980.6199 gals.).
 HQ0449
 HQ0449.The modeled gravity was interpolated from observed gravity values.
 HQ0449
 HQ0449;                    North         East    Units  Estimated Accuracy
 HQ0449;SPC NV C     - 6,252,230.      542,660.      MT  (+/- 180 meters Scaled)
 HQ0449
 HQ0449                          SUPERSEDED SURVEY CONTROL
 HQ0449
 HQ0449  NGVD 29 (??/??/92) 1529.423  (m)         5017.78   (f) ADJ UNCH    2 0
 HQ0449
 HQ0449.Superseded values are not recommended for survey control.
 HQ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0449.See file dsdata.txt to determine how the superseded data were derived.
 HQ0449
 HQ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA722976(NAD 83)
 HQ0449_MARKER: DB = BENCH MARK DISK
 HQ0449_SETTING: 80 = SET IN A BOULDER
 HQ0449_SP_SET: BOULDER
 HQ0449_STAMPING: M 334 1952
 HQ0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0449+STABILITY: SURFACE MOTION
 HQ0449
 HQ0449  HISTORY     - Date     Condition        Report By
 HQ0449  HISTORY     - 1952     MONUMENTED       CGS
 HQ0449
 HQ0449                          STATION DESCRIPTION
 HQ0449
 HQ0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0449'2 MI SE FROM TIPPIPAH SPRINGS.
 HQ0449'2.0 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0449'AT TIPPIPAH SPRINGS, 93 FEET SOUTHWEST OF THE CENTER LINE OF
 HQ0449'THE ROAD, 6 FEET SOUTH OF THE CENTER OF A SMALL DRY WASH, SET
 HQ0449'IN THE TOP OF A LARGE GRANITE BOULDER WHICH HAS THE LETTERS
 HQ0449'BM PAINTED ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0501 ***********************************************************************
 HQ0501  DESIGNATION -  M 335
 HQ0501  PID         -  HQ0501
 HQ0501  STATE/COUNTY-  NV/NYE
 HQ0501  USGS QUAD   -  AMMONIA TANKS (1961)
 HQ0501
 HQ0501                         *CURRENT SURVEY CONTROL
 HQ0501  ___________________________________________________________________
 HQ0501* NAD 83(1986)-  37 08 08.     (N)    116 17 39.     (W)     SCALED    
 HQ0501* NAVD 88     -      1606.441  (meters)    5270.47   (feet)  ADJUSTED  
 HQ0501  ___________________________________________________________________
 HQ0501  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 HQ0501  DYNAMIC HT  -        1604.541 (meters)    5264.23  (feet)  COMP
 HQ0501  MODELED GRAV-     979,392.0   (mgal)                       NAVD 88
 HQ0501
 HQ0501  VERT ORDER  -  SECOND    CLASS 0
 HQ0501
 HQ0501.The horizontal coordinates were scaled from a topographic map and have
 HQ0501.an estimated accuracy of +/- 6 seconds.
 HQ0501
 HQ0501.The orthometric height was determined by differential leveling
 HQ0501.and adjusted by the National Geodetic Survey in June 1991..
 HQ0501
 HQ0501.The geoid height was determined by GEOID03.
 HQ0501
 HQ0501.The dynamic height is computed by dividing the NAVD 88
 HQ0501.geopotential number by the normal gravity value computed on the
 HQ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0501.degrees latitude (g = 980.6199 gals.).
 HQ0501
 HQ0501.The modeled gravity was interpolated from observed gravity values.
 HQ0501
 HQ0501;                    North         East    Units  Estimated Accuracy
 HQ0501;SPC NV C     - 6,264,740.      533,100.      MT  (+/- 180 meters Scaled)
 HQ0501
 HQ0501                          SUPERSEDED SURVEY CONTROL
 HQ0501
 HQ0501  NGVD 29 (??/??/92) 1605.358  (m)         5266.91   (f) ADJ UNCH    2 0
 HQ0501
 HQ0501.Superseded values are not recommended for survey control.
 HQ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0501.See file dsdata.txt to determine how the superseded data were derived.
 HQ0501
 HQ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB626101(NAD 83)
 HQ0501_MARKER: DB = BENCH MARK DISK
 HQ0501_SETTING: 80 = SET IN A BOULDER
 HQ0501_SP_SET: BOULDER
 HQ0501_STAMPING: M 335 1952
 HQ0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0501+STABILITY: SURFACE MOTION
 HQ0501
 HQ0501  HISTORY     - Date     Condition        Report By
 HQ0501  HISTORY     - 1952     MONUMENTED       CGS
 HQ0501
 HQ0501                          STATION DESCRIPTION
 HQ0501
 HQ0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0501'12.5 MI W FROM TIPPIPAH SPRINGS.
 HQ0501'12.5 MILES WEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0501'AT TIPPIPAH SPRINGS, AT THE END OF THE ROAD, AT THE ROAD OF
 HQ0501'A LARGE GRANITE BOULDER, 50 FEET NORTHWEST OF THE CENTER LINE
 HQ0501'OF THE ROAD, 2.7 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A LARGE
 HQ0501'GRANITE BOULDER WHICH HAS THE LETTERS BM PAINTED ON IT, SET
 HQ0501'IN THE TOP OF A LARGE FLAT GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0009 ***********************************************************************
 HQ0009  DESIGNATION -  M 336
 HQ0009  PID         -  HQ0009
 HQ0009  STATE/COUNTY-  NV/NYE
 HQ0009  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0009
 HQ0009                         *CURRENT SURVEY CONTROL
 HQ0009  ___________________________________________________________________
 HQ0009* NAD 83(1986)-  37 50 10.     (N)    116 44 33.     (W)     SCALED    
 HQ0009* NAVD 88     -      1626.732  (meters)    5337.04   (feet)  ADJUSTED  
 HQ0009  ___________________________________________________________________
 HQ0009  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HQ0009  DYNAMIC HT  -        1624.915 (meters)    5331.08  (feet)  COMP
 HQ0009  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 HQ0009
 HQ0009  VERT ORDER  -  SECOND    CLASS 0
 HQ0009
 HQ0009.The horizontal coordinates were scaled from a topographic map and have
 HQ0009.an estimated accuracy of +/- 6 seconds.
 HQ0009
 HQ0009.The orthometric height was determined by differential leveling
 HQ0009.and adjusted by the National Geodetic Survey in June 1991..
 HQ0009
 HQ0009.The geoid height was determined by GEOID03.
 HQ0009
 HQ0009.The dynamic height is computed by dividing the NAVD 88
 HQ0009.geopotential number by the normal gravity value computed on the
 HQ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0009.degrees latitude (g = 980.6199 gals.).
 HQ0009
 HQ0009.The modeled gravity was interpolated from observed gravity values.
 HQ0009
 HQ0009;                    North         East    Units  Estimated Accuracy
 HQ0009;SPC NV C     - 6,342,420.      493,330.      MT  (+/- 180 meters Scaled)
 HQ0009
 HQ0009                          SUPERSEDED SURVEY CONTROL
 HQ0009
 HQ0009.No superseded survey control is available for this station.
 HQ0009
 HQ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB226876(NAD 83)
 HQ0009_MARKER: DB = BENCH MARK DISK
 HQ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0009_STAMPING: M 336 1952
 HQ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0009+STABILITY: SURFACE MOTION
 HQ0009
 HQ0009  HISTORY     - Date     Condition        Report By
 HQ0009  HISTORY     - 1952     MONUMENTED       CGS
 HQ0009  HISTORY     - 1968     GOOD             NGS
 HQ0009
 HQ0009                          STATION DESCRIPTION
 HQ0009
 HQ0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0009'5.2 MI SE FROM TONOPAH TEST RANGE.
 HQ0009'4.15 MILES SOUTH ALONG AN ASPHALT ROAD FROM POINT ABLE AT
 HQ0009'TONOPAH TEST RANGE, THENCE 1.0 MILE NORTHEAST ALONG A GRAVELED
 HQ0009'ROAD, 1.0 MILE NORTHEAST OF TRIANGULATION STATION STATION 2
 HQ0009'ME-16, 0.8 MILE SOUTHWEST OF TRIANGULATION STATION MAIN LAKE,
 HQ0009'AT THE SOUTHWEST EDGE OF A DRY LAKE, 132 FEET NORTHWEST OF THE
 HQ0009'CENTER LINE OF THE ROAD, ABOUT 15 FEET SOUTHWEST OF THE
 HQ0009'SOUTHWEST EDGE OF THE LAKE, 3.1 FEET SOUTH OF A WITNESS POST,
 HQ0009'ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 HQ0009'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0398 ***********************************************************************
 HQ0398  DESIGNATION -  M 337
 HQ0398  PID         -  HQ0398
 HQ0398  STATE/COUNTY-  NV/NYE
 HQ0398  USGS QUAD   -  WEST OF QUARTZITE MOUNTAIN (1988)
 HQ0398
 HQ0398                         *CURRENT SURVEY CONTROL
 HQ0398  ___________________________________________________________________
 HQ0398* NAD 83(1986)-  37 36 17.     (N)    116 26 54.     (W)     SCALED    
 HQ0398* NAVD 88     -      1607.164  (meters)    5272.84   (feet)  ADJUSTED  
 HQ0398  ___________________________________________________________________
 HQ0398  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 HQ0398  DYNAMIC HT  -        1605.342 (meters)    5266.86  (feet)  COMP
 HQ0398  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 HQ0398
 HQ0398  VERT ORDER  -  SECOND    CLASS 0
 HQ0398
 HQ0398.The horizontal coordinates were scaled from a topographic map and have
 HQ0398.an estimated accuracy of +/- 6 seconds.
 HQ0398
 HQ0398.The orthometric height was determined by differential leveling
 HQ0398.and adjusted by the National Geodetic Survey in June 1991..
 HQ0398
 HQ0398.The geoid height was determined by GEOID03.
 HQ0398
 HQ0398.The dynamic height is computed by dividing the NAVD 88
 HQ0398.geopotential number by the normal gravity value computed on the
 HQ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0398.degrees latitude (g = 980.6199 gals.).
 HQ0398
 HQ0398.The modeled gravity was interpolated from observed gravity values.
 HQ0398
 HQ0398;                    North         East    Units  Estimated Accuracy
 HQ0398;SPC NV C     - 6,316,760.      519,280.      MT  (+/- 180 meters Scaled)
 HQ0398
 HQ0398                          SUPERSEDED SURVEY CONTROL
 HQ0398
 HQ0398.No superseded survey control is available for this station.
 HQ0398
 HQ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB486621(NAD 83)
 HQ0398_MARKER: DB = BENCH MARK DISK
 HQ0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0398_SP_SET: CONCRETE POST
 HQ0398_STAMPING: M 337 1952
 HQ0398_MARK LOGO: CGS   
 HQ0398_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0398+STABILITY: SURFACE MOTION
 HQ0398
 HQ0398  HISTORY     - Date     Condition        Report By
 HQ0398  HISTORY     - 1952     MONUMENTED       CGS
 HQ0398  HISTORY     - 19920623 GOOD             LOCENG
 HQ0398
 HQ0398                          STATION DESCRIPTION
 HQ0398
 HQ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0398'11.1 MI SE FROM MELLAN.
 HQ0398'11.1 MILES SOUTHEAST ALONG A DIRT ROAD FROM A LARGE GRANITE
 HQ0398'KNOLL AT MELLAN, 49 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HQ0398'ROAD, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0398'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 HQ0398
 HQ0398                          STATION RECOVERY (1992)
 HQ0398
 HQ0398'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0415 ***********************************************************************
 HQ0415  DESIGNATION -  M 338
 HQ0415  PID         -  HQ0415
 HQ0415  STATE/COUNTY-  NV/NYE
 HQ0415  USGS QUAD   -  QUARTZITE MTN (1988)
 HQ0415
 HQ0415                         *CURRENT SURVEY CONTROL
 HQ0415  ___________________________________________________________________
 HQ0415* NAD 83(1986)-  37 35 15.     (N)    116 15 10.     (W)     SCALED    
 HQ0415* NAVD 88     -      1750.887  (meters)    5744.37   (feet)  ADJUSTED  
 HQ0415  ___________________________________________________________________
 HQ0415  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 HQ0415  DYNAMIC HT  -        1748.869 (meters)    5737.75  (feet)  COMP
 HQ0415  MODELED GRAV-     979,415.6   (mgal)                       NAVD 88
 HQ0415
 HQ0415  VERT ORDER  -  SECOND    CLASS 0
 HQ0415
 HQ0415.The horizontal coordinates were scaled from a topographic map and have
 HQ0415.an estimated accuracy of +/- 6 seconds.
 HQ0415
 HQ0415.The orthometric height was determined by differential leveling
 HQ0415.and adjusted by the National Geodetic Survey in June 1991..
 HQ0415
 HQ0415.The geoid height was determined by GEOID03.
 HQ0415
 HQ0415.The dynamic height is computed by dividing the NAVD 88
 HQ0415.geopotential number by the normal gravity value computed on the
 HQ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0415.degrees latitude (g = 980.6199 gals.).
 HQ0415
 HQ0415.The modeled gravity was interpolated from observed gravity values.
 HQ0415
 HQ0415;                    North         East    Units  Estimated Accuracy
 HQ0415;SPC NV C     - 6,314,900.      536,550.      MT  (+/- 180 meters Scaled)
 HQ0415
 HQ0415                          SUPERSEDED SURVEY CONTROL
 HQ0415
 HQ0415.No superseded survey control is available for this station.
 HQ0415
 HQ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB659603(NAD 83)
 HQ0415_MARKER: DB = BENCH MARK DISK
 HQ0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0415_SP_SET: CONCRETE POST
 HQ0415_STAMPING: M 338 1952
 HQ0415_MARK LOGO: CGS   
 HQ0415_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0415+STABILITY: SURFACE MOTION
 HQ0415
 HQ0415  HISTORY     - Date     Condition        Report By
 HQ0415  HISTORY     - 1952     MONUMENTED       CGS
 HQ0415  HISTORY     - 19920623 GOOD             LOCENG
 HQ0415
 HQ0415                          STATION DESCRIPTION
 HQ0415
 HQ0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0415'13.2 MI SW FROM REED.
 HQ0415'13.15 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE RANCH
 HQ0415'IMPROVEMENTS AT REED, 50 FEET WEST OF THE CENTER LINE OF THE
 HQ0415'ROAD, 4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 HQ0415'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 HQ0415
 HQ0415                          STATION RECOVERY (1992)
 HQ0415
 HQ0415'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0621 ***********************************************************************
 KR0621  DESIGNATION -  M 339
 KR0621  PID         -  KR0621
 KR0621  STATE/COUNTY-  NV/STOREY
 KR0621  USGS QUAD   -  DERBY DAM (1985)
 KR0621
 KR0621                         *CURRENT SURVEY CONTROL
 KR0621  ___________________________________________________________________
 KR0621* NAD 83(1986)-  39 33 42.     (N)    119 29 43.     (W)     SCALED    
 KR0621* NAVD 88     -      1298.262  (meters)    4259.38   (feet)  ADJUSTED  
 KR0621  ___________________________________________________________________
 KR0621  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KR0621  DYNAMIC HT  -        1297.097 (meters)    4255.56  (feet)  COMP
 KR0621  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 KR0621
 KR0621  VERT ORDER  -  FIRST     CLASS I
 KR0621
 KR0621.The horizontal coordinates were scaled from a topographic map and have
 KR0621.an estimated accuracy of +/- 6 seconds.
 KR0621
 KR0621.The orthometric height was determined by differential leveling
 KR0621.and adjusted by the National Geodetic Survey in June 1991..
 KR0621
 KR0621.The geoid height was determined by GEOID03.
 KR0621
 KR0621.The dynamic height is computed by dividing the NAVD 88
 KR0621.geopotential number by the normal gravity value computed on the
 KR0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0621.degrees latitude (g = 980.6199 gals.).
 KR0621
 KR0621.The modeled gravity was interpolated from observed gravity values.
 KR0621
 KR0621;                    North         East    Units  Estimated Accuracy
 KR0621;SPC NV W     - 4,534,350.      721,640.      MT  (+/- 180 meters Scaled)
 KR0621
 KR0621                          SUPERSEDED SURVEY CONTROL
 KR0621
 KR0621  NGVD 29 (??/??/92) 1297.215  (m)         4255.95   (f) ADJ UNCH    1 1
 KR0621
 KR0621.Superseded values are not recommended for survey control.
 KR0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0621.See file dsdata.txt to determine how the superseded data were derived.
 KR0621
 KR0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD856820(NAD 83)
 KR0621_MARKER: DB = BENCH MARK DISK
 KR0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0621_STAMPING: M 339 1953
 KR0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0621+STABILITY: SURFACE MOTION
 KR0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0621+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 KR0621
 KR0621  HISTORY     - Date     Condition        Report By
 KR0621  HISTORY     - 1953     MONUMENTED       CGS
 KR0621  HISTORY     - 1969     GOOD             NGS
 KR0621  HISTORY     - 20011019 GOOD             NVGS
 KR0621
 KR0621                          STATION DESCRIPTION
 KR0621
 KR0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR0621'14.6 MI E FROM SPARKS.
 KR0621'14.6 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0621'MCCARRAN BOULEVARD OVERPASS AT SPARKS, 0.2 MILE EAST OF SEMAPHORE A,
 KR0621'0.25 MILE EAST OF THE WEST END OF A SPUR TRACK, 2 POLES WEST OF A
 KR0621'METAL SIGNAL BOX, 95.6 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 KR0621'80.2 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 43 FEET SOUTH OF A
 KR0621'TELEPHONE POLE, 16 1/2 FEET EAST OF THE WEST END OF A GATE, 1.9 FEET
 KR0621'NORTH OF A FENCE, 1.4 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER
 KR0621'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 KR0621'FOOT ABOVE THE GROUND.  SEC 34, T 20N, R 22E.
 KR0621
 KR0621                          STATION RECOVERY (2001)
 KR0621
 KR0621'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0014 ***********************************************************************
 JQ0014  DESIGNATION -  M 34
 JQ0014  PID         -  JQ0014
 JQ0014  STATE/COUNTY-  NV/NYE
 JQ0014  USGS QUAD   -  PALISADE MESA (1980)
 JQ0014
 JQ0014                         *CURRENT SURVEY CONTROL
 JQ0014  ___________________________________________________________________
 JQ0014* NAD 83(1994)-  38 23 42.50000(N)    116 13 35.36236(W)     ADJUSTED  
 JQ0014* NAVD 88     -      1629.441  (meters)    5345.92   (feet)  ADJUSTED  
 JQ0014  ___________________________________________________________________
 JQ0014  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 JQ0014  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 JQ0014  DYNAMIC HT  -        1627.675 (meters)    5340.13  (feet)  COMP
 JQ0014  MODELED GRAV-     979,487.9   (mgal)                       NAVD 88
 JQ0014
 JQ0014  HORZ ORDER  -  SECOND
 JQ0014  VERT ORDER  -  FIRST     CLASS II
 JQ0014
 JQ0014.The horizontal coordinates were established by classical geodetic methods
 JQ0014.and adjusted by the National Geodetic Survey in June 1998..
 JQ0014
 JQ0014.The orthometric height was determined by differential leveling
 JQ0014.and adjusted by the National Geodetic Survey in June 1991..
 JQ0014
 JQ0014.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0014
 JQ0014.The geoid height was determined by GEOID03.
 JQ0014
 JQ0014.The dynamic height is computed by dividing the NAVD 88
 JQ0014.geopotential number by the normal gravity value computed on the
 JQ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0014.degrees latitude (g = 980.6199 gals.).
 JQ0014
 JQ0014.The modeled gravity was interpolated from observed gravity values.
 JQ0014
 JQ0014;                    North         East     Units Scale Factor Converg.
 JQ0014;SPC NV C     - 6,404,551.475   538,449.715   MT  0.99991820   +0 16 24.2
 JQ0014;SPC NV C     -21,012,265.96  1,766,563.77   sFT  0.99991820   +0 16 24.2
 JQ0014;SPC NV E     - 8,404,655.585   143,819.805   MT  0.99993886   -0 23 58.1
 JQ0014;SPC NV E     -27,574,274.20    471,848.81   sFT  0.99993886   -0 23 58.1
 JQ0014;UTM  11      - 4,249,941.171   567,546.614   MT  0.99965619   +0 28 49.6
 JQ0014
 JQ0014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0014!SPC NV C     -   0.99974815  x   0.99991820  =   0.99966637
 JQ0014!SPC NV E     -   0.99974815  x   0.99993886  =   0.99968702
 JQ0014!UTM  11      -   0.99974815  x   0.99965619  =   0.99940443
 JQ0014
 JQ0014:                Primary Azimuth Mark                     Grid Az
 JQ0014:SPC NV C     -  7 JCO ET                                 048 45 11.0
 JQ0014:SPC NV E     -  7 JCO ET                                 049 25 33.3
 JQ0014:UTM  11      -  7 JCO ET                                 048 32 45.6
 JQ0014
 JQ0014|---------------------------------------------------------------------|
 JQ0014| PID    Reference Object                     Distance      Geod. Az  |
 JQ0014|                                                           dddmmss.s |
 JQ0014| JQ0566 7 JCO ET                            APPROX. 4.9 KM 0490135.2 |
 JQ0014| DC9770 M 34 RM 1                            17.720 METERS 23442     |
 JQ0014| DC9771 M 34 RM 2                            18.700 METERS 32535     |
 JQ0014|---------------------------------------------------------------------|
 JQ0014
 JQ0014                          SUPERSEDED SURVEY CONTROL
 JQ0014
 JQ0014  NAD 83(1986)-  38 23 42.49615(N)    116 13 35.36566(W) AD(       ) 2
 JQ0014  NAD 27      -  38 23 42.72774(N)    116 13 32.18313(W) AD(       ) 2
 JQ0014  NGVD 29 (??/??/92) 1628.317  (m)         5342.24   (f) ADJ UNCH    1 2
 JQ0014
 JQ0014.Superseded values are not recommended for survey control.
 JQ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0014.See file dsdata.txt to determine how the superseded data were derived.
 JQ0014
 JQ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC6754749941(NAD 83)
 JQ0014_MARKER: DB = BENCH MARK DISK
 JQ0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0014_STAMPING: 5342.237 M 34 1933
 JQ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0014+STABILITY: SURFACE MOTION
 JQ0014
 JQ0014  HISTORY     - Date     Condition        Report By
 JQ0014  HISTORY     - 1933     MONUMENTED       CGS
 JQ0014  HISTORY     - 1934     GOOD             NGS
 JQ0014  HISTORY     - 1967     GOOD             CGS
 JQ0014
 JQ0014                          STATION DESCRIPTION
 JQ0014
 JQ0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0014'16.8 MI NE FROM WARM SPRINGS.
 JQ0014'16.8 MILES NORTHEAST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM WARM
 JQ0014'SPRINGS, NYE COUNTY, AND 42 FEET NORTHWEST OF THE CENTERLINE OF THE
 JQ0014'HIGHWAY.  A STANDARD DISK, STAMPED 5342.237 M 34 1933 AND SET IN THE
 JQ0014'TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 JQ0014
 JQ0014                          STATION RECOVERY (1934)
 JQ0014
 JQ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JQ0014'RECOVERED IN GOOD CONDITION.
 JQ0014
 JQ0014                          STATION RECOVERY (1967)
 JQ0014
 JQ0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JAB)
 JQ0014'LOCATED ABOUT 15 MI. N. AND 7.5 MI. E. OF WARM SPRINGS,
 JQ0014'NEVADA.  ABOUT 7 MI. S. AND 6 MI. E. OF HOT CREEK RANCH.  ABOUT
 JQ0014'1.5 MI. NW. OF U.S. HIGHWAY 6 AND 42 FT. NW. OF THE CENTERLINE
 JQ0014'OF THE OLD ABANDONED HIGHWAY, IN HOT CREEK VALLEY.
 JQ0014'
 JQ0014'TO REACH FROM WARM SPRINGS, NEVADA DRIVE NE. ALONG U.S. HIGHWAY
 JQ0014'6 FOR 9.5 MI. TO A T-RD. NW.  TURN LEFT AND FOLLOW DIRT RD. FOR
 JQ0014'200 FT.  TURN RIGHT ALONG TRACK RD. FOR 1.4 MI. TO OLD
 JQ0014'HIGHWAY.  TURN RIGHT ON OLD HIGHWAY AND DRIVE NORTHEASTERLY FOR
 JQ0014'5.05 MI. TO STATION MARK 42 FT. LEFT (W.) OF OLD HIGHWAY.
 JQ0014'
 JQ0014'STATION MARK--A STANDARD USC AND GS BENCH MARK DISK STAMPED
 JQ0014'M 34 1933 ON TOP OF A CONCRETE POST PROJECTING 1/2 FT.
 JQ0014'
 JQ0014'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 JQ0014'STAMPED NO 1 1967 ON A COPPER-COATED ROD FLUSH WITH THE GROUND
 JQ0014'SURROUNDED BY A 6-1/2 IN. PLASTIC PIPE WHICH PROJECTS 0.1 FT.
 JQ0014'
 JQ0014'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 JQ0014'STAMPED NO 2 1967 ON A COPPER-COATED ROD FLUSH WITH THE GROUND
 JQ0014'SURROUNDED BY A 6-1/2 IN. PLASTIC PIPE PROJECTING 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0698 ***********************************************************************
 KR0698  DESIGNATION -  M 340
 KR0698  PID         -  KR0698
 KR0698  STATE/COUNTY-  NV/CHURCHILL
 KR0698  USGS QUAD   -  HAZEN (1985)
 KR0698
 KR0698                         *CURRENT SURVEY CONTROL
 KR0698  ___________________________________________________________________
 KR0698* NAD 83(1986)-  39 32 56.     (N)    119 02 14.     (W)     SCALED    
 KR0698* NAVD 88     -      1224.089  (meters)    4016.03   (feet)  ADJUSTED  
 KR0698  ___________________________________________________________________
 KR0698  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 KR0698  DYNAMIC HT  -        1223.046 (meters)    4012.61  (feet)  COMP
 KR0698  MODELED GRAV-     979,732.9   (mgal)                       NAVD 88
 KR0698
 KR0698  VERT ORDER  -  FIRST     CLASS II
 KR0698
 KR0698.The horizontal coordinates were scaled from a topographic map and have
 KR0698.an estimated accuracy of +/- 6 seconds.
 KR0698
 KR0698.The orthometric height was determined by differential leveling
 KR0698.and adjusted by the National Geodetic Survey in June 1991..
 KR0698
 KR0698.The geoid height was determined by GEOID03.
 KR0698
 KR0698.The dynamic height is computed by dividing the NAVD 88
 KR0698.geopotential number by the normal gravity value computed on the
 KR0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0698.degrees latitude (g = 980.6199 gals.).
 KR0698
 KR0698.The modeled gravity was interpolated from observed gravity values.
 KR0698
 KR0698;                    North         East    Units  Estimated Accuracy
 KR0698;SPC NV W     - 4,532,630.      760,990.      MT  (+/- 180 meters Scaled)
 KR0698
 KR0698                          SUPERSEDED SURVEY CONTROL
 KR0698
 KR0698  NGVD 29 (??/??/92) 1223.142  (m)         4012.93   (f) ADJ UNCH    1 2
 KR0698
 KR0698.Superseded values are not recommended for survey control.
 KR0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0698.See file dsdata.txt to determine how the superseded data were derived.
 KR0698
 KR0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD249796(NAD 83)
 KR0698_MARKER: DB = BENCH MARK DISK
 KR0698_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0698_SP_SET: ABUTMENT
 KR0698_STAMPING: M 340 1953
 KR0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0698
 KR0698  HISTORY     - Date     Condition        Report By
 KR0698  HISTORY     - 1953     MONUMENTED       CGS
 KR0698  HISTORY     - 1967     GOOD             NGS
 KR0698
 KR0698                          STATION DESCRIPTION
 KR0698
 KR0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0698'1.6 MI S FROM HAZEN.
 KR0698'ABOUT 0.4 MILE EAST ALONG THE OVERLAND ROUTE OF THE SOUTHERN PACIFIC
 KR0698'COMPANY RAILROAD FROM THE RAILROAD TOOL HOUSE AT HAZEN, THENCE 1.2
 KR0698'MILES SOUTH ALONG THE MINA BRANCH OF THE SOUTHERN PACIFIC COMPANY
 KR0698'RAILROAD, IN SECTION 35, T 20 N, R 26 E, 7 FEET WEST OF THE WEST RAIL
 KR0698'OF THE TRACK, SET IN THE TOP AND 1.6 FEET EAST OF THE WEST END OF THE
 KR0698'NORTH CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 289.60, AND ABOUT 1
 KR0698'FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0416 ***********************************************************************
 KR0416  DESIGNATION -  M 341
 KR0416  PID         -  KR0416
 KR0416  STATE/COUNTY-  NV/CHURCHILL
 KR0416  USGS QUAD   -  OCALA (1986)
 KR0416
 KR0416                         *CURRENT SURVEY CONTROL
 KR0416  ___________________________________________________________________
 KR0416* NAD 83(1986)-  39 55 21.     (N)    118 43 15.     (W)     SCALED    
 KR0416* NAVD 88     -      1187.02   (+/-2cm)    3894.4    (feet)  VERTCON   
 KR0416  ___________________________________________________________________
 KR0416  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 KR0416
 KR0416  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0416
 KR0416.The horizontal coordinates were scaled from a topographic map and have
 KR0416.an estimated accuracy of +/- 6 seconds.
 KR0416
 KR0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0416.The vertical order pertains to the NGVD 29 superseded value.
 KR0416
 KR0416.The geoid height was determined by GEOID03.
 KR0416
 KR0416;                    North         East    Units  Estimated Accuracy
 KR0416;SPC NV W     - 4,574,020.      788,250.      MT  (+/- 180 meters Scaled)
 KR0416
 KR0416                          SUPERSEDED SURVEY CONTROL
 KR0416
 KR0416  NGVD 29 (??/??/92) 1186.114  (m)         3891.44   (f) ADJ UNCH    1 2
 KR0416
 KR0416.Superseded values are not recommended for survey control.
 KR0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0416.See file dsdata.txt to determine how the superseded data were derived.
 KR0416
 KR0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE529205(NAD 83)
 KR0416_MARKER: DB = BENCH MARK DISK
 KR0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0416_STAMPING: M 341 1953
 KR0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0416+STABILITY: SURFACE MOTION
 KR0416
 KR0416  HISTORY     - Date     Condition        Report By
 KR0416  HISTORY     - 1953     MONUMENTED       CGS
 KR0416
 KR0416                          STATION DESCRIPTION
 KR0416
 KR0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0416'7.4 MI S FROM TOY.
 KR0416'7.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0416'SIDING SIGN AT TOY, 9.1 MILES NORTH OF PARRAN, ABOUT 0.1 MILE
 KR0416'SOUTHWEST OF A WOODEN BRIDGE OVER STATE HIGHWAY 1 A, 99.3 FEET
 KR0416'NORTHWEST OF THE NORTHWEST RAIL, 55 FEET NORTH OF MILEPOLE 321, 1.5
 KR0416'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 1.9 FEET SOUTHWEST OF A
 KR0416'WITNESS POST, ABOUT 8 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 KR0416'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0003 ***********************************************************************
 LS0003  DESIGNATION -  M 342
 LS0003  PID         -  LS0003
 LS0003  STATE/COUNTY-  NV/PERSHING
 LS0003  USGS QUAD   -  RYE PATCH RES SOUTH (1971)
 LS0003
 LS0003                         *CURRENT SURVEY CONTROL
 LS0003  ___________________________________________________________________
 LS0003* NAD 83(1986)-  40 31 06.     (N)    118 17 24.     (W)     SCALED    
 LS0003* NAVD 88     -      1303.778  (meters)    4277.48   (feet)  ADJUSTED  
 LS0003  ___________________________________________________________________
 LS0003  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 LS0003  DYNAMIC HT  -        1302.741 (meters)    4274.08  (feet)  COMP
 LS0003  MODELED GRAV-     979,784.5   (mgal)                       NAVD 88
 LS0003
 LS0003  VERT ORDER  -  FIRST     CLASS II
 LS0003
 LS0003.The horizontal coordinates were scaled from a topographic map and have
 LS0003.an estimated accuracy of +/- 6 seconds.
 LS0003
 LS0003.The orthometric height was determined by differential leveling
 LS0003.and adjusted by the National Geodetic Survey in June 1991..
 LS0003
 LS0003.The geoid height was determined by GEOID03.
 LS0003
 LS0003.The dynamic height is computed by dividing the NAVD 88
 LS0003.geopotential number by the normal gravity value computed on the
 LS0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0003.degrees latitude (g = 980.6199 gals.).
 LS0003
 LS0003.The modeled gravity was interpolated from observed gravity values.
 LS0003
 LS0003;                    North         East    Units  Estimated Accuracy
 LS0003;SPC NV W     - 4,640,200.      824,860.      MT  (+/- 180 meters Scaled)
 LS0003
 LS0003                          SUPERSEDED SURVEY CONTROL
 LS0003
 LS0003  NGVD 29 (??/??/92) 1302.781  (m)         4274.21   (f) ADJ UNCH    1 2
 LS0003
 LS0003.Superseded values are not recommended for survey control.
 LS0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0003.See file dsdata.txt to determine how the superseded data were derived.
 LS0003
 LS0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE907860(NAD 83)
 LS0003_MARKER: DB = BENCH MARK DISK
 LS0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0003_STAMPING: M 342 1953
 LS0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0003+STABILITY: SURFACE MOTION
 LS0003
 LS0003  HISTORY     - Date     Condition        Report By
 LS0003  HISTORY     - 1953     MONUMENTED       CGS
 LS0003
 LS0003                          STATION DESCRIPTION
 LS0003
 LS0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0003'5.1 MI N FROM RYE PATCH.
 LS0003'5.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0003'SIDING SIGN AT RYE PATCH, ON TOP OF THE BANK OF A SHORT CUT BETWEEN
 LS0003'TWO FILLS, 5 1/2 POLES NORTH OF AND ACROSS THE TRACK FROM MILEPOLE
 LS0003'371, 100.5 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 78 FEET NORTH
 LS0003'OF A POWER LINE POLE, 2.9 FEET EAST OF A FENCE, 2.5 FEET SOUTH OF A
 LS0003'WITNESS POST, ABOUT LEVEL WITH THE EAST TRACK, AND SET IN THE TOP OF A
 LS0003'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0035 ***********************************************************************
 LS0035  DESIGNATION -  M 343
 LS0035  PID         -  LS0035
 LS0035  STATE/COUNTY-  NV/PERSHING
 LS0035  USGS QUAD   -  COSGRAVE (1982)
 LS0035
 LS0035                         *CURRENT SURVEY CONTROL
 LS0035  ___________________________________________________________________
 LS0035* NAD 83(1986)-  40 47 01.     (N)    118 01 17.     (W)     SCALED    
 LS0035* NAVD 88     -      1307.929  (meters)    4291.10   (feet)  ADJUSTED  
 LS0035  ___________________________________________________________________
 LS0035  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 LS0035  DYNAMIC HT  -        1306.934 (meters)    4287.83  (feet)  COMP
 LS0035  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 LS0035
 LS0035  VERT ORDER  -  FIRST     CLASS II
 LS0035
 LS0035.The horizontal coordinates were scaled from a topographic map and have
 LS0035.an estimated accuracy of +/- 6 seconds.
 LS0035
 LS0035.The orthometric height was determined by differential leveling
 LS0035.and adjusted by the National Geodetic Survey in June 1991..
 LS0035
 LS0035.The geoid height was determined by GEOID03.
 LS0035
 LS0035.The dynamic height is computed by dividing the NAVD 88
 LS0035.geopotential number by the normal gravity value computed on the
 LS0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0035.degrees latitude (g = 980.6199 gals.).
 LS0035
 LS0035.The modeled gravity was interpolated from observed gravity values.
 LS0035
 LS0035;                    North         East    Units  Estimated Accuracy
 LS0035;SPC NV W     - 4,669,770.      847,430.      MT  (+/- 180 meters Scaled)
 LS0035
 LS0035                          SUPERSEDED SURVEY CONTROL
 LS0035
 LS0035  NGVD 29 (??/??/92) 1306.951  (m)         4287.89   (f) ADJ UNCH    1 2
 LS0035
 LS0035.Superseded values are not recommended for survey control.
 LS0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0035.See file dsdata.txt to determine how the superseded data were derived.
 LS0035
 LS0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF138152(NAD 83)
 LS0035_MARKER: DB = BENCH MARK DISK
 LS0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0035_STAMPING: M 343 1953
 LS0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0035+STABILITY: SURFACE MOTION
 LS0035
 LS0035  HISTORY     - Date     Condition        Report By
 LS0035  HISTORY     - 1953     MONUMENTED       CGS
 LS0035
 LS0035                          STATION DESCRIPTION
 LS0035
 LS0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0035'1.0 MI S FROM COSGRAVE.
 LS0035'1.0 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0035'WATER TANK AT COSGRAVE, 260 1/2 FEET EAST OF AND DIRECTLY ACROSS THE
 LS0035'TRACK FROM THE 8TH. POLE NORTH OF MILEPOLE 396, 182.9 FEET EAST OF THE
 LS0035'EAST RAIL, 1.7 FEET WEST OF A FENCE, 1.9 FEET NORTH OF A WITNESS POST,
 LS0035'ABOUT 1 FOOT HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 LS0035'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0543 ***********************************************************************
 LR0543  DESIGNATION -  M 344
 LR0543  PID         -  LR0543
 LR0543  STATE/COUNTY-  NV/HUMBOLDT
 LR0543  USGS QUAD   -  WINNEMUCCA EAST (1983)
 LR0543
 LR0543                         *CURRENT SURVEY CONTROL
 LR0543  ___________________________________________________________________
 LR0543* NAD 83(1986)-  40 58 36.     (N)    117 43 32.     (W)     SCALED    
 LR0543* NAVD 88     -      1319.886  (meters)    4330.33   (feet)  ADJUSTED  
 LR0543  ___________________________________________________________________
 LR0543  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 LR0543  DYNAMIC HT  -        1318.888 (meters)    4327.05  (feet)  COMP
 LR0543  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 LR0543
 LR0543  VERT ORDER  -  FIRST     CLASS II
 LR0543
 LR0543.The horizontal coordinates were scaled from a topographic map and have
 LR0543.an estimated accuracy of +/- 6 seconds.
 LR0543
 LR0543.The orthometric height was determined by differential leveling
 LR0543.and adjusted by the National Geodetic Survey in June 1991..
 LR0543
 LR0543.The geoid height was determined by GEOID03.
 LR0543
 LR0543.The dynamic height is computed by dividing the NAVD 88
 LR0543.geopotential number by the normal gravity value computed on the
 LR0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0543.degrees latitude (g = 980.6199 gals.).
 LR0543
 LR0543.The modeled gravity was interpolated from observed gravity values.
 LR0543
 LR0543;                    North         East    Units  Estimated Accuracy
 LR0543;SPC NV W     - 4,691,410.      872,190.      MT  (+/- 180 meters Scaled)
 LR0543
 LR0543                          SUPERSEDED SURVEY CONTROL
 LR0543
 LR0543.No superseded survey control is available for this station.
 LR0543
 LR0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF389364(NAD 83)
 LR0543_MARKER: DB = BENCH MARK DISK
 LR0543_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LR0543_STAMPING: M 344 1953
 LR0543_MARK LOGO: CGS   
 LR0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0543
 LR0543  HISTORY     - Date     Condition        Report By
 LR0543  HISTORY     - 1953     MONUMENTED       CGS
 LR0543  HISTORY     - 1984     GOOD             NGS
 LR0543
 LR0543                          STATION DESCRIPTION
 LR0543
 LR0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0543'0.6 MI NE FROM WINNEMUCCA.
 LR0543'0.6 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0543'THE STATION AT WINNEMUCCA, AT A CONCRETE BRIDGE OVER U. S. HIGHWAY 40,
 LR0543'IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT, 32.4 FEET
 LR0543'SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT LEVEL WITH THE TRACK.
 LR0543
 LR0543                          STATION RECOVERY (1984)
 LR0543
 LR0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0543'RECOVERED IN GOOD CONDITION.  US HIGHWAY 40 IS NOW STATE HIGHWAY 289.
 LR0543'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0287 ***********************************************************************
 LR0287  DESIGNATION -  M 345
 LR0287  PID         -  LR0287
 LR0287  STATE/COUNTY-  NV/HUMBOLDT
 LR0287  USGS QUAD   -  IRON POINT (1965)
 LR0287
 LR0287                         *CURRENT SURVEY CONTROL
 LR0287  ___________________________________________________________________
 LR0287* NAD 83(1986)-  40 59 19.     (N)    117 18 56.     (W)     SCALED    
 LR0287* NAVD 88     -      1334.058  (meters)    4376.82   (feet)  ADJUSTED  
 LR0287  ___________________________________________________________________
 LR0287  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 LR0287  DYNAMIC HT  -        1333.062 (meters)    4373.55  (feet)  COMP
 LR0287  MODELED GRAV-     979,831.5   (mgal)                       NAVD 88
 LR0287
 LR0287  VERT ORDER  -  FIRST     CLASS II
 LR0287
 LR0287.The horizontal coordinates were scaled from a topographic map and have
 LR0287.an estimated accuracy of +/- 6 seconds.
 LR0287
 LR0287.The orthometric height was determined by differential leveling
 LR0287.and adjusted by the National Geodetic Survey in June 1991..
 LR0287
 LR0287.The geoid height was determined by GEOID03.
 LR0287
 LR0287.The dynamic height is computed by dividing the NAVD 88
 LR0287.geopotential number by the normal gravity value computed on the
 LR0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0287.degrees latitude (g = 980.6199 gals.).
 LR0287
 LR0287.The modeled gravity was interpolated from observed gravity values.
 LR0287
 LR0287;                    North         East    Units  Estimated Accuracy
 LR0287;SPC NV W     - 4,693,160.      906,670.      MT  (+/- 180 meters Scaled)
 LR0287
 LR0287                          SUPERSEDED SURVEY CONTROL
 LR0287
 LR0287  NGVD 29 (??/??/92) 1333.048  (m)         4373.51   (f) ADJ UNCH    1 2
 LR0287
 LR0287.Superseded values are not recommended for survey control.
 LR0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0287.See file dsdata.txt to determine how the superseded data were derived.
 LR0287
 LR0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF734375(NAD 83)
 LR0287_MARKER: DB = BENCH MARK DISK
 LR0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0287_STAMPING: M 345 1953
 LR0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0287+STABILITY: SURFACE MOTION
 LR0287
 LR0287  HISTORY     - Date     Condition        Report By
 LR0287  HISTORY     - 1953     MONUMENTED       CGS
 LR0287
 LR0287                          STATION DESCRIPTION
 LR0287
 LR0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0287'3.5 MI NW FROM IRON POINT.
 LR0287'3.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0287'THE SIDING SIGN AT IRON POINT, 193 FEET SOUTHWEST OF AND ACROSS THE
 LR0287'TRACK FROM THE 14TH. POLE NORTHWEST OF MILEPOLE 445 (POLE 19B), 140.7
 LR0287'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 56.9 FEET NORTHEAST OF THE
 LR0287'SOUTHWEST CORNER OF AN OFFSET IN A FENCE, 1.6 FEET NORTHWEST OF THE
 LR0287'FENCE, 1.9 FEET NORTHEAST OF A WITNESS POST, ABOUT 6 FEET LOWER THAN
 LR0287'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 LR0287'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0273 ***********************************************************************
 LR0273  DESIGNATION -  M 346
 LR0273  PID         -  LR0273
 LR0273  STATE/COUNTY-  NV/LANDER
 LR0273  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0273
 LR0273                         *CURRENT SURVEY CONTROL
 LR0273  ___________________________________________________________________
 LR0273* NAD 83(1994)-  40 38 24.21615(N)    116 56 30.82030(W)     ADJUSTED  
 LR0273* NAVD 88     -      1376.361  (meters)    4515.61   (feet)  ADJUSTED  
 LR0273  ___________________________________________________________________
 LR0273  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 LR0273  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 LR0273  DYNAMIC HT  -        1375.256 (meters)    4511.99  (feet)  COMP
 LR0273  MODELED GRAV-     979,774.2   (mgal)                       NAVD 88
 LR0273
 LR0273  HORZ ORDER  -  THIRD
 LR0273  VERT ORDER  -  FIRST     CLASS II
 LR0273
 LR0273.The horizontal coordinates were established by classical geodetic methods
 LR0273.and adjusted by the National Geodetic Survey in June 1998..
 LR0273
 LR0273.The orthometric height was determined by differential leveling
 LR0273.and adjusted by the National Geodetic Survey in June 1991..
 LR0273
 LR0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0273
 LR0273.The geoid height was determined by GEOID03.
 LR0273
 LR0273.The dynamic height is computed by dividing the NAVD 88
 LR0273.geopotential number by the normal gravity value computed on the
 LR0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0273.degrees latitude (g = 980.6199 gals.).
 LR0273
 LR0273.The modeled gravity was interpolated from observed gravity values.
 LR0273
 LR0273;                    North         East     Units Scale Factor Converg.
 LR0273;SPC NV C     - 6,653,714.516   476,720.455   MT  0.99990667   -0 10 45.3
 LR0273;SPC NV C     -21,829,728.37  1,564,040.36   sFT  0.99990667   -0 10 45.3
 LR0273;SPC NV W     - 4,654,973.597   938,840.341   MT  1.00013720   +1 04 09.3
 LR0273;SPC NV W     -15,272,192.54  3,080,178.69   sFT  1.00013720   +1 04 09.3
 LR0273;UTM  11      - 4,498,803.185   504,913.247   MT  0.99960030   +0 02 16.2
 LR0273
 LR0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0273!SPC NV C     -   0.99978735  x   0.99990667  =   0.99969404
 LR0273!SPC NV W     -   0.99978735  x   1.00013720  =   0.99992452
 LR0273!UTM  11      -   0.99978735  x   0.99960030  =   0.99938773
 LR0273
 LR0273                          SUPERSEDED SURVEY CONTROL
 LR0273
 LR0273  NAD 83(1986)-  40 38 24.21948(N)    116 56 30.81311(W) AD(       ) 3
 LR0273  NAD 27      -  40 38 24.54120(N)    116 56 27.44820(W) AD(       ) 3
 LR0273  NGVD 29 (??/??/92) 1375.32   (m)         4512.2    (f) COMPUTED    1 2
 LR0273
 LR0273.Superseded values are not recommended for survey control.
 LR0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0273.See file dsdata.txt to determine how the superseded data were derived.
 LR0273
 LR0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE0491398803(NAD 83)
 LR0273_MARKER: DB = BENCH MARK DISK
 LR0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0273_STAMPING: M 346 1953
 LR0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0273+STABILITY: SURFACE MOTION
 LR0273
 LR0273  HISTORY     - Date     Condition        Report By
 LR0273  HISTORY     - 1953     MONUMENTED       CGS
 LR0273  HISTORY     - 1958     GOOD             CGS
 LR0273  HISTORY     - 1958     GOOD             NGS
 LR0273  HISTORY     - 19821220 MARK NOT FOUND   USGS
 LR0273  HISTORY     - 1983     MARK NOT FOUND   USGS
 LR0273  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0273
 LR0273                          STATION DESCRIPTION
 LR0273
 LR0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0273'IN BATTLE MOUNTAIN.
 LR0273'AT THE WEST EDGE OF BATTLE MOUNTAIN, 0.15 MILE WEST ALONG FIFTH STREET
 LR0273'FROM THE INTERSECTION OF HUMBOLDT STREET, AT THE ENTRANCE AND NEAR THE
 LR0273'EAST CORNER OF LEMAIRE AIRPORT, 198.1 FEET EAST OF THE EAST CORNER OF
 LR0273'THE HANGAR, 83 FEET SOUTH OF THE CENTER LINE OF FIFTH STREET, 31 FEET
 LR0273'SOUTHEAST OF THE CENTER LINE OF THE ENTRANCE DRIVEWAY, 2.1 FEET
 LR0273'NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE STREET, AND
 LR0273'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 LR0273'GROUND.
 LR0273
 LR0273                          STATION RECOVERY (1958)
 LR0273
 LR0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0273'THE STATION IS AT THE WEST EDGE OF BATTLE MOUNTAIN AND NEAR
 LR0273'THE EAST END OF LEMAIRE AIRPORT.  (ABANDONED)
 LR0273'
 LR0273'TO REACH FROM THE INTERSECTION OF FIFTH STREET AND HUMBOLDT
 LR0273'STREET AT BATTLE MOUNTAIN, GO WEST ON FIFTH STREET 0.15 MILE
 LR0273'TO THE ENTRANCE OF LEMAIRE AIRPORT AND STATION.  85.0 FEET
 LR0273'SOUTH OF THE CENTERLINE OF FIFTH STREET, 71.0 FEET WEST OF
 LR0273'CINDER TRACK ON THE WEST SIDE OF HIGH SCHOOL, AND 2.0 FEET
 LR0273'NORTHWEST OF A WITNESS POST.
 LR0273'
 LR0273'THE STATION MARK IS A STANDARD BENCH MARK DISK SET IN A ROUND
 LR0273'CONCRETE POST PROJECTING 0.4 FOOT, STAMPED M 346 1953.
 LR0273
 LR0273                          STATION RECOVERY (1958)
 LR0273
 LR0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LR0273'RECOVERED IN GOOD CONDITION.
 LR0273
 LR0273                          STATION RECOVERY (1982)
 LR0273
 LR0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (JEB)
 LR0273'MARK NOT FOUND.
 LR0273
 LR0273                          STATION RECOVERY (1983)
 LR0273
 LR0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LR0273'MARK NOT FOUND.
 LR0273
 LR0273                          STATION RECOVERY (1984)
 LR0273
 LR0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0273'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0097 ***********************************************************************
 MT0097  DESIGNATION -  M 347
 MT0097  PID         -  MT0097
 MT0097  STATE/COUNTY-  NV/ELKO
 MT0097  USGS QUAD   -  VALLEY PASS (1976)
 MT0097
 MT0097                         *CURRENT SURVEY CONTROL
 MT0097  ___________________________________________________________________
 MT0097* NAD 83(1986)-  41 08 48.     (N)    114 26 49.     (W)     SCALED    
 MT0097* NAVD 88     -      1844.240  (meters)    6050.64   (feet)  ADJUSTED  
 MT0097  ___________________________________________________________________
 MT0097  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 MT0097  DYNAMIC HT  -        1842.697 (meters)    6045.58  (feet)  COMP
 MT0097  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 MT0097
 MT0097  VERT ORDER  -  FIRST     CLASS II
 MT0097
 MT0097.The horizontal coordinates were scaled from a topographic map and have
 MT0097.an estimated accuracy of +/- 6 seconds.
 MT0097
 MT0097.The orthometric height was determined by differential leveling
 MT0097.and adjusted by the National Geodetic Survey in June 1991..
 MT0097
 MT0097.The geoid height was determined by GEOID03.
 MT0097
 MT0097.The dynamic height is computed by dividing the NAVD 88
 MT0097.geopotential number by the normal gravity value computed on the
 MT0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0097.degrees latitude (g = 980.6199 gals.).
 MT0097
 MT0097.The modeled gravity was interpolated from observed gravity values.
 MT0097
 MT0097;                    North         East    Units  Estimated Accuracy
 MT0097;SPC NV E     - 8,710,560.      295,390.      MT  (+/- 180 meters Scaled)
 MT0097
 MT0097                          SUPERSEDED SURVEY CONTROL
 MT0097
 MT0097  NGVD 29 (??/??/92) 1843.095  (m)         6046.89   (f) ADJ UNCH    1 2
 MT0097
 MT0097.Superseded values are not recommended for survey control.
 MT0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0097.See file dsdata.txt to determine how the superseded data were derived.
 MT0097
 MT0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF142581(NAD 83)
 MT0097_MARKER: DB = BENCH MARK DISK
 MT0097_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0097_STAMPING: M 347 1953
 MT0097_MARK LOGO: CGS   
 MT0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0097+STABILITY: SURFACE MOTION
 MT0097
 MT0097  HISTORY     - Date     Condition        Report By
 MT0097  HISTORY     - 1953     MONUMENTED       CGS
 MT0097  HISTORY     - 1984     GOOD             NGS
 MT0097
 MT0097                          STATION DESCRIPTION
 MT0097
 MT0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0097'0.7 MI SE FROM VALLEY PASS.
 MT0097'0.7 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0097'THE STATION AT VALLEY PASS, AT 24-INCH CORRUGATED METAL PIPE CULVERT
 MT0097'641.47, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD
 MT0097'WALL, 12.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE EAST-BOUND
 MT0097'TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 MT0097
 MT0097                          STATION RECOVERY (1984)
 MT0097
 MT0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0097'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.25 KM
 MT0097'(13.9 MI) SOUTHWEST ALONG STATE HIGHWAY 233 FROM THE POST OFFICE AT
 MT0097'MONTELLO, THENCE 9.55 KM (5.95 MI) NORTHWEST ALONG THE SOUTHERN
 MT0097'PACIFIC RAILROAD, IN TOP OF AND 0.3 METER (1 FT) SOUTHEAST OF THE
 MT0097'NORTHWEST END OF THE SOUTHWEST HEADWALL FOR AN 18-INCH CONCRETE PIPE
 MT0097'CULVERT, 0.75 KM (0.45 MI) SOUTHEAST OF MILEPOLE 641, 3.8 METERS
 MT0097'(12.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 MT0097'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0142 ***********************************************************************
 MT0142  DESIGNATION -  M 348
 MT0142  PID         -  MT0142
 MT0142  STATE/COUNTY-  NV/ELKO
 MT0142  USGS QUAD   -  TECOMA (1976)
 MT0142
 MT0142                         *CURRENT SURVEY CONTROL
 MT0142  ___________________________________________________________________
 MT0142* NAD 83(1986)-  41 20 06.     (N)    114 03 13.     (W)     SCALED    
 MT0142* NAVD 88     -      1466.150  (meters)    4810.19   (feet)  ADJUSTED  
 MT0142  ___________________________________________________________________
 MT0142  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 MT0142  DYNAMIC HT  -        1465.042 (meters)    4806.56  (feet)  COMP
 MT0142  MODELED GRAV-     979,816.7   (mgal)                       NAVD 88
 MT0142
 MT0142  VERT ORDER  -  FIRST     CLASS II
 MT0142
 MT0142.The horizontal coordinates were scaled from a topographic map and have
 MT0142.an estimated accuracy of +/- 6 seconds.
 MT0142
 MT0142.The orthometric height was determined by differential leveling
 MT0142.and adjusted by the National Geodetic Survey in June 1991..
 MT0142
 MT0142.The geoid height was determined by GEOID03.
 MT0142
 MT0142.The dynamic height is computed by dividing the NAVD 88
 MT0142.geopotential number by the normal gravity value computed on the
 MT0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0142.degrees latitude (g = 980.6199 gals.).
 MT0142
 MT0142.The modeled gravity was interpolated from observed gravity values.
 MT0142
 MT0142;                    North         East    Units  Estimated Accuracy
 MT0142;SPC NV E     - 8,731,980.      328,040.      MT  (+/- 180 meters Scaled)
 MT0142
 MT0142                          SUPERSEDED SURVEY CONTROL
 MT0142
 MT0142  NGVD 29 (??/??/92) 1465.076  (m)         4806.67   (f) ADJ UNCH    1 2
 MT0142
 MT0142.Superseded values are not recommended for survey control.
 MT0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0142.See file dsdata.txt to determine how the superseded data were derived.
 MT0142
 MT0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF465801(NAD 83)
 MT0142_MARKER: DB = BENCH MARK DISK
 MT0142_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0142_STAMPING: M 348 1953
 MT0142_MARK LOGO: CGS   
 MT0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0142+STABILITY: SURFACE MOTION
 MT0142
 MT0142  HISTORY     - Date     Condition        Report By
 MT0142  HISTORY     - 1953     MONUMENTED       CGS
 MT0142  HISTORY     - 1984     GOOD             NGS
 MT0142
 MT0142                          STATION DESCRIPTION
 MT0142
 MT0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0142'8.8 MI NE FROM MONTELLO.
 MT0142'8.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0142'THE STATION AT MONTELLO, 10-3/4 POLES SOUTHWEST OF MILEPOLE 671, AT
 MT0142'36-INCH CONCRETE PIPE CULVERT 670.75, IN THE TOP OF THE NORTHWEST
 MT0142'CONCRETE HEAD WALL, 3.4 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 MT0142'HEAD WALL, 13.9 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 2 FEET
 MT0142'LOWER THAN THE TRACK.
 MT0142
 MT0142                          STATION RECOVERY (1984)
 MT0142
 MT0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0142'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.5 KM
 MT0142'(9.05 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MT0142'OFFICE AT MONTELLO, IN TOP OF AND 1.0 METER (3.5 FT) NORTHEAST OF THE
 MT0142'SOUTHWEST END OF THE NORTHWEST HEADWALL FOR A 36-INCH CONCRETE PIPE
 MT0142'CULVERT 670.75, 1.3 KM (0.8 MI) SOUTHWEST OF THE NEVADA-UTAH STATE
 MT0142'LINE, 4.2 METERS (14 FT) NORTHWEST OF THE NORTHWEST RAIL.
 MT0142'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0077 ***********************************************************************
 JQ0077  DESIGNATION -  M 35
 JQ0077  PID         -  JQ0077
 JQ0077  STATE/COUNTY-  NV/NYE
 JQ0077  USGS QUAD   -  MUD SPRING (1986)
 JQ0077
 JQ0077                         *CURRENT SURVEY CONTROL
 JQ0077  ___________________________________________________________________
 JQ0077* NAD 83(1986)-  38 07 34.     (N)    116 50 01.     (W)     SCALED    
 JQ0077* NAVD 88     -      1811.653  (meters)    5943.73   (feet)  ADJUSTED  
 JQ0077  ___________________________________________________________________
 JQ0077  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 JQ0077  DYNAMIC HT  -        1809.645 (meters)    5937.14  (feet)  COMP
 JQ0077  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 JQ0077
 JQ0077  VERT ORDER  -  FIRST     CLASS II
 JQ0077
 JQ0077.The horizontal coordinates were scaled from a topographic map and have
 JQ0077.an estimated accuracy of +/- 6 seconds.
 JQ0077
 JQ0077.The orthometric height was determined by differential leveling
 JQ0077.and adjusted by the National Geodetic Survey in June 1991..
 JQ0077
 JQ0077.The geoid height was determined by GEOID03.
 JQ0077
 JQ0077.The dynamic height is computed by dividing the NAVD 88
 JQ0077.geopotential number by the normal gravity value computed on the
 JQ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0077.degrees latitude (g = 980.6199 gals.).
 JQ0077
 JQ0077.The modeled gravity was interpolated from observed gravity values.
 JQ0077
 JQ0077;                    North         East    Units  Estimated Accuracy
 JQ0077;SPC NV C     - 6,374,610.      485,360.      MT  (+/- 180 meters Scaled)
 JQ0077
 JQ0077                          SUPERSEDED SURVEY CONTROL
 JQ0077
 JQ0077  NGVD 29 (??/??/92) 1810.497  (m)         5939.94   (f) ADJ UNCH    1 2
 JQ0077
 JQ0077.Superseded values are not recommended for survey control.
 JQ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0077.See file dsdata.txt to determine how the superseded data were derived.
 JQ0077
 JQ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC145198(NAD 83)
 JQ0077_MARKER: DB = BENCH MARK DISK
 JQ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0077_STAMPING: 5940.034 M 35 1933
 JQ0077_MARK LOGO: CGS   
 JQ0077_PROJECTION: PROJECTING 15 CENTIMETERS
 JQ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0077+STABILITY: SURFACE MOTION
 JQ0077
 JQ0077  HISTORY     - Date     Condition        Report By
 JQ0077  HISTORY     - 1933     MONUMENTED       CGS
 JQ0077  HISTORY     - 1934     GOOD             NGS
 JQ0077  HISTORY     - 1982     GOOD             USGS
 JQ0077  HISTORY     - 1984     GOOD             NGS
 JQ0077
 JQ0077                          STATION DESCRIPTION
 JQ0077
 JQ0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0077'10.9 MI W FROM CLARK STATION.
 JQ0077'ABOUT 10.9 MILES WEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JQ0077'CLARK STATION, NYE COUNTY, AND 48 FEET NORTH OF THE CENTER LINE OF THE
 JQ0077'HIGHWAY.  A STANDARD DISK, STAMPED 5940.034 M 35 1933 AND SET IN THE
 JQ0077'TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 JQ0077
 JQ0077                          STATION RECOVERY (1934)
 JQ0077
 JQ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JQ0077'RECOVERED IN GOOD CONDITION.
 JQ0077
 JQ0077                          STATION RECOVERY (1982)
 JQ0077
 JQ0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JQ0077'BENCH MARK IS LOCATED 23.4 MILES EAST ALONG US HIGHWAY 6 FROM THE US
 JQ0077'POST OFFICE IN TONOPAH. BM IS 14.60 METERS NORTH OF CENTER OF US
 JQ0077'HIGHWAY 6.
 JQ0077
 JQ0077                          STATION RECOVERY (1984)
 JQ0077
 JQ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0077'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0077'36.45 KM (22.75 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0077'HIGHWAY 95 AT TONOPAH, 0.85 KM (0.55 MI) WEST OF MILEPOST 25,
 JQ0077'14.6 METERS (48.5 FT) NORTH OF THE HIGHWAY CENTERLINE AND 52.7 METERS
 JQ0077'(173 FT) EAST OF THE WEST END OF A LONG LOW CUT.
 JQ0077'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 JQ0077'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0258 ***********************************************************************
 JQ0258  DESIGNATION -  M 350
 JQ0258  PID         -  JQ0258
 JQ0258  STATE/COUNTY-  NV/ESMERALDA
 JQ0258  USGS QUAD   -  COALDALE (1980)
 JQ0258
 JQ0258                         *CURRENT SURVEY CONTROL
 JQ0258  ___________________________________________________________________
 JQ0258* NAD 83(1986)-  38 06 25.     (N)    117 55 35.     (W)     SCALED    
 JQ0258* NAVD 88     -      1382.675  (meters)    4536.33   (feet)  ADJUSTED  
 JQ0258  ___________________________________________________________________
 JQ0258  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 JQ0258  DYNAMIC HT  -        1381.210 (meters)    4531.52  (feet)  COMP
 JQ0258  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 JQ0258
 JQ0258  VERT ORDER  -  FIRST     CLASS II
 JQ0258
 JQ0258.The horizontal coordinates were scaled from a topographic map and have
 JQ0258.an estimated accuracy of +/- 6 seconds.
 JQ0258
 JQ0258.The orthometric height was determined by differential leveling
 JQ0258.and adjusted by the National Geodetic Survey in June 1991..
 JQ0258
 JQ0258.The geoid height was determined by GEOID03.
 JQ0258
 JQ0258.The dynamic height is computed by dividing the NAVD 88
 JQ0258.geopotential number by the normal gravity value computed on the
 JQ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0258.degrees latitude (g = 980.6199 gals.).
 JQ0258
 JQ0258.The modeled gravity was interpolated from observed gravity values.
 JQ0258
 JQ0258;                    North         East    Units  Estimated Accuracy
 JQ0258;SPC NV W     - 4,372,680.      857,610.      MT  (+/- 180 meters Scaled)
 JQ0258
 JQ0258                          SUPERSEDED SURVEY CONTROL
 JQ0258
 JQ0258  NGVD 29 (??/??/92) 1381.569  (m)         4532.70   (f) ADJ UNCH    1 2
 JQ0258
 JQ0258.Superseded values are not recommended for survey control.
 JQ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0258.See file dsdata.txt to determine how the superseded data were derived.
 JQ0258
 JQ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC187180(NAD 83)
 JQ0258_MARKER: DB = BENCH MARK DISK
 JQ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0258_STAMPING: M 350 1953
 JQ0258_MARK LOGO: CGS   
 JQ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0258+STABILITY: SURFACE MOTION
 JQ0258
 JQ0258  HISTORY     - Date     Condition        Report By
 JQ0258  HISTORY     - 1953     MONUMENTED       CGS
 JQ0258  HISTORY     - 1984     GOOD             NGS
 JQ0258
 JQ0258                          STATION DESCRIPTION
 JQ0258
 JQ0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0258'5.8 MI NW FROM COALDALE.
 JQ0258'5.8 MILES NORTHWEST ALONG U. S. HIGHWAY 95 FROM THE JUNCTION OF U. S.
 JQ0258'HIGHWAY 6 AT COALDALE, 74 1/2 FEET SOUTHWEST OF THE CENTER LINE OF AN
 JQ0258'ABANDONED RAILROAD BED, 65 FEET NORTHEAST OF THE CENTER LINE OF THE
 JQ0258'HIGHWAY, 2.4 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 JQ0258'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 JQ0258'ABOVE THE GROUND.
 JQ0258
 JQ0258                          STATION RECOVERY (1984)
 JQ0258
 JQ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0010 ***********************************************************************
 LR0010  DESIGNATION -  M 352
 LR0010  PID         -  LR0010
 LR0010  STATE/COUNTY-  NV/EUREKA
 LR0010  USGS QUAD   -  BEOWAWE (1986)
 LR0010
 LR0010                         *CURRENT SURVEY CONTROL
 LR0010  ___________________________________________________________________
 LR0010* NAD 83(1986)-  40 34 20.     (N)    116 24 59.     (W)     SCALED    
 LR0010* NAVD 88     -      1441.525  (meters)    4729.40   (feet)  ADJUSTED  
 LR0010  ___________________________________________________________________
 LR0010  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 LR0010  DYNAMIC HT  -        1440.347 (meters)    4725.54  (feet)  COMP
 LR0010  MODELED GRAV-     979,757.7   (mgal)                       NAVD 88
 LR0010
 LR0010  VERT ORDER  -  FIRST     CLASS II
 LR0010
 LR0010.The horizontal coordinates were scaled from a topographic map and have
 LR0010.an estimated accuracy of +/- 6 seconds.
 LR0010
 LR0010.The orthometric height was determined by differential leveling
 LR0010.and adjusted by the National Geodetic Survey in June 1991..
 LR0010
 LR0010.The geoid height was determined by GEOID03.
 LR0010
 LR0010.The dynamic height is computed by dividing the NAVD 88
 LR0010.geopotential number by the normal gravity value computed on the
 LR0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0010.degrees latitude (g = 980.6199 gals.).
 LR0010
 LR0010.The modeled gravity was interpolated from observed gravity values.
 LR0010
 LR0010;                    North         East    Units  Estimated Accuracy
 LR0010;SPC NV E     - 8,646,480.      129,470.      MT  (+/- 180 meters Scaled)
 LR0010
 LR0010                          SUPERSEDED SURVEY CONTROL
 LR0010
 LR0010  NGVD 29 (??/??/92) 1440.448  (m)         4725.87   (f) ADJ UNCH    1 2
 LR0010
 LR0010.Superseded values are not recommended for survey control.
 LR0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0010.See file dsdata.txt to determine how the superseded data were derived.
 LR0010
 LR0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE493914(NAD 83)
 LR0010_MARKER: DB = BENCH MARK DISK
 LR0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0010_SP_SET: ABUTMENT
 LR0010_STAMPING: M 352 1953
 LR0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0010
 LR0010  HISTORY     - Date     Condition        Report By
 LR0010  HISTORY     - 1953     MONUMENTED       CGS
 LR0010
 LR0010                          STATION DESCRIPTION
 LR0010
 LR0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0010'3.8 MI E FROM BEOWAWE.
 LR0010'3.8 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0010'STATION AT BEOWAWE, 21 1/2 FEET SOUTHWEST OF MILEPOLE 512, AT WOODEN
 LR0010'BRIDGE 511.99, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 LR0010'ABUTMENT, 7.6 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT LOWER
 LR0010'THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0036 ***********************************************************************
 LR0036  DESIGNATION -  M 353
 LR0036  PID         -  LR0036
 LR0036  STATE/COUNTY-  NV/ELKO
 LR0036  USGS QUAD   -  CARLIN EAST (1985)
 LR0036
 LR0036                         *CURRENT SURVEY CONTROL
 LR0036  ___________________________________________________________________
 LR0036* NAD 83(1986)-  40 42 45.     (N)    116 06 39.     (W)     SCALED    
 LR0036* NAVD 88     -      1494.460  (meters)    4903.07   (feet)  ADJUSTED  
 LR0036  ___________________________________________________________________
 LR0036  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 LR0036  DYNAMIC HT  -        1493.253 (meters)    4899.11  (feet)  COMP
 LR0036  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 LR0036
 LR0036  VERT ORDER  -  FIRST     CLASS II
 LR0036
 LR0036.The horizontal coordinates were scaled from a topographic map and have
 LR0036.an estimated accuracy of +/- 6 seconds.
 LR0036
 LR0036.The orthometric height was determined by differential leveling
 LR0036.and adjusted by the National Geodetic Survey in June 1991..
 LR0036.WARNING-Repeat measurements at this control monument indicate possible
 LR0036.vertical movement.
 LR0036
 LR0036.The geoid height was determined by GEOID03.
 LR0036
 LR0036.The dynamic height is computed by dividing the NAVD 88
 LR0036.geopotential number by the normal gravity value computed on the
 LR0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0036.degrees latitude (g = 980.6199 gals.).
 LR0036
 LR0036.The modeled gravity was interpolated from observed gravity values.
 LR0036
 LR0036;                    North         East    Units  Estimated Accuracy
 LR0036;SPC NV E     - 8,661,860.      155,430.      MT  (+/- 180 meters Scaled)
 LR0036
 LR0036                          SUPERSEDED SURVEY CONTROL
 LR0036
 LR0036  NGVD 29 (??/??/92) 1493.381  (m)         4899.53   (f) ADJ UNCH    1 2
 LR0036
 LR0036.Superseded values are not recommended for survey control.
 LR0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0036.See file dsdata.txt to determine how the superseded data were derived.
 LR0036
 LR0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF751072(NAD 83)
 LR0036_MARKER: DB = BENCH MARK DISK
 LR0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LR0036_STAMPING: M 353 1953
 LR0036_MARK LOGO: CGS   
 LR0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0036
 LR0036  HISTORY     - Date     Condition        Report By
 LR0036  HISTORY     - 1953     MONUMENTED       CGS
 LR0036  HISTORY     - 1984     GOOD             NGS
 LR0036
 LR0036                          STATION DESCRIPTION
 LR0036
 LR0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0036'IN CARLIN.
 LR0036'AT CARLIN, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 0.1 MILE WEST
 LR0036'OF AND ACROSS THE YARDS FROM THE STATION, AT THE SOUTHERN PACIFIC
 LR0036'COMPANY WATER TANK, IN THE TOP OF THE NORTHEAST CORNER OF THE
 LR0036'NORTHEAST CONCRETE FOUNDATION OF THE NORTHEAST LEG, AND 31.3 FEET WEST
 LR0036'OF THE WEST RAIL OF THE MOST WESTERN TRACK.
 LR0036
 LR0036                          STATION RECOVERY (1984)
 LR0036
 LR0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0036'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM
 LR0036'(0.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 LR0036'STATION IN CARLIN, IN TOP OF THE EAST CORNER OF THE EAST CONCRETE
 LR0036'FOUNDATION FOR THE ABANDON WATER TOWER, 80.3 METERS (263.5 FT)
 LR0036'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST MAIN TRACKS,
 LR0036'85.9 METERS (282 FT) SOUTHEAST OF THE CENTER OF HAMILTON STREET,
 LR0036'69.2 METERS (227 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE ROUND
 LR0036'HOUSE, 1.8 METERS (6 FT) SOUTHWEST OF THE EXTENDED CENTER OF 7 TH
 LR0036'STREET AND 0.3 METER (1 FT) ABOVE THE GROUND.
 LR0036'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0464 ***********************************************************************
 LQ0464  DESIGNATION -  M 354
 LQ0464  PID         -  LQ0464
 LQ0464  STATE/COUNTY-  NV/ELKO
 LQ0464  USGS QUAD   -  RYNDON (1982)
 LQ0464
 LQ0464                         *CURRENT SURVEY CONTROL
 LQ0464  ___________________________________________________________________
 LQ0464* NAD 83(1986)-  40 56 04.     (N)    115 34 18.     (W)     SCALED    
 LQ0464* NAVD 88     -      1577.893  (meters)    5176.80   (feet)  ADJUSTED  
 LQ0464  ___________________________________________________________________
 LQ0464  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 LQ0464  DYNAMIC HT  -        1576.593 (meters)    5172.54  (feet)  COMP
 LQ0464  MODELED GRAV-     979,745.4   (mgal)                       NAVD 88
 LQ0464
 LQ0464  VERT ORDER  -  FIRST     CLASS II
 LQ0464
 LQ0464.The horizontal coordinates were scaled from a topographic map and have
 LQ0464.an estimated accuracy of +/- 6 seconds.
 LQ0464
 LQ0464.The orthometric height was determined by differential leveling
 LQ0464.and adjusted by the National Geodetic Survey in June 1991..
 LQ0464
 LQ0464.The geoid height was determined by GEOID03.
 LQ0464
 LQ0464.The dynamic height is computed by dividing the NAVD 88
 LQ0464.geopotential number by the normal gravity value computed on the
 LQ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0464.degrees latitude (g = 980.6199 gals.).
 LQ0464
 LQ0464.The modeled gravity was interpolated from observed gravity values.
 LQ0464
 LQ0464;                    North         East    Units  Estimated Accuracy
 LQ0464;SPC NV E     - 8,686,370.      200,980.      MT  (+/- 180 meters Scaled)
 LQ0464
 LQ0464                          SUPERSEDED SURVEY CONTROL
 LQ0464
 LQ0464  NGVD 29 (??/??/92) 1576.750  (m)         5173.05   (f) ADJ UNCH    1 2
 LQ0464
 LQ0464.Superseded values are not recommended for survey control.
 LQ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0464.See file dsdata.txt to determine how the superseded data were derived.
 LQ0464
 LQ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF202324(NAD 83)
 LQ0464_MARKER: DB = BENCH MARK DISK
 LQ0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0464_SP_SET: ABUTMENT
 LQ0464_STAMPING: M 354 1953
 LQ0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0464
 LQ0464  HISTORY     - Date     Condition        Report By
 LQ0464  HISTORY     - 1953     MONUMENTED       CGS
 LQ0464
 LQ0464                          STATION DESCRIPTION
 LQ0464
 LQ0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LQ0464'6.9 MI W FROM HALLECK.
 LQ0464'6.9 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LQ0464'STATION AT HALLECK, 4 POLES NORTHWEST OF MILEPOLE 570, AT STEEL TRUSS
 LQ0464'BRIDGE 27 OVER HUMBOLDT RIVER, IN THE TOP OF THE SOUTHWEST END OF THE
 LQ0464'SOUTHEAST CONCRETE ABUTMENT, 6.9 FEET SW OF THE SOUTHWEST RAIL, AND
 LQ0464'ABOUT 2 1/2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0427 ***********************************************************************
 MT0427  DESIGNATION -  M 355
 MT0427  PID         -  MT0427
 MT0427  STATE/COUNTY-  NV/ELKO
 MT0427  USGS QUAD   -  METROPOLIS (1967)
 MT0427
 MT0427                         *CURRENT SURVEY CONTROL
 MT0427  ___________________________________________________________________
 MT0427* NAD 83(1986)-  41 07 59.     (N)    115 05 47.     (W)     SCALED    
 MT0427* NAVD 88     -      1683.338  (meters)    5522.75   (feet)  ADJUSTED  
 MT0427  ___________________________________________________________________
 MT0427  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 MT0427  DYNAMIC HT  -        1681.930 (meters)    5518.13  (feet)  COMP
 MT0427  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 MT0427
 MT0427  VERT ORDER  -  FIRST     CLASS II
 MT0427
 MT0427.The horizontal coordinates were scaled from a topographic map and have
 MT0427.an estimated accuracy of +/- 6 seconds.
 MT0427
 MT0427.The orthometric height was determined by differential leveling
 MT0427.and adjusted by the National Geodetic Survey in June 1991..
 MT0427
 MT0427.The geoid height was determined by GEOID03.
 MT0427
 MT0427.The dynamic height is computed by dividing the NAVD 88
 MT0427.geopotential number by the normal gravity value computed on the
 MT0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0427.degrees latitude (g = 980.6199 gals.).
 MT0427
 MT0427.The modeled gravity was interpolated from observed gravity values.
 MT0427
 MT0427;                    North         East    Units  Estimated Accuracy
 MT0427;SPC NV E     - 8,708,540.      240,880.      MT  (+/- 180 meters Scaled)
 MT0427
 MT0427                          SUPERSEDED SURVEY CONTROL
 MT0427
 MT0427  NGVD 29 (??/??/92) 1682.158  (m)         5518.88   (f) ADJ UNCH    1 2
 MT0427
 MT0427.Superseded values are not recommended for survey control.
 MT0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0427.See file dsdata.txt to determine how the superseded data were derived.
 MT0427
 MT0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF597552(NAD 83)
 MT0427_MARKER: DB = BENCH MARK DISK
 MT0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0427_STAMPING: M 355 1953
 MT0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0427+STABILITY: SURFACE MOTION
 MT0427
 MT0427  HISTORY     - Date     Condition        Report By
 MT0427  HISTORY     - 1953     MONUMENTED       CGS
 MT0427
 MT0427                          STATION DESCRIPTION
 MT0427
 MT0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0427'7.3 MI W FROM WELLS.
 MT0427'7.3 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 MT0427'STATION AT WELLS, 3-1/3 POLES EAST OF MILEPOLE 600, 71.5 FEET SOUTH OF
 MT0427'THE SOUTH RAIL OF THE WESTERN PACIFIC TRACK, 35.2 FEET NORTH OF A
 MT0427'FENCE, 2.7 FEET EAST OF WESTERN PACIFIC MILEPOLE 710, 1.8 FEET WEST OF
 MT0427'A WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACK, AND SET IN THE TOP
 MT0427'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0953 ***********************************************************************
 KR0953  DESIGNATION -  M 357
 KR0953  PID         -  KR0953
 KR0953  STATE/COUNTY-  NV/WASHOE
 KR0953  USGS QUAD   -  WASHOE CITY (1994)
 KR0953
 KR0953                         *CURRENT SURVEY CONTROL
 KR0953  ___________________________________________________________________
 KR0953* NAD 83(1986)-  39 15 29.     (N)    119 50 05.     (W)     SCALED    
 KR0953* NAVD 88     -      1541.88   (+/-2cm)    5058.7    (feet)  VERTCON   
 KR0953  ___________________________________________________________________
 KR0953  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 KR0953
 KR0953  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0953
 KR0953.The horizontal coordinates were scaled from a topographic map and have
 KR0953.an estimated accuracy of +/- 6 seconds.
 KR0953
 KR0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0953.The vertical order pertains to the NGVD 29 superseded value.
 KR0953
 KR0953.The geoid height was determined by GEOID03.
 KR0953
 KR0953;                    North         East    Units  Estimated Accuracy
 KR0953;SPC NV W     - 4,500,990.      692,000.      MT  (+/- 180 meters Scaled)
 KR0953
 KR0953                          SUPERSEDED SURVEY CONTROL
 KR0953
 KR0953  NGVD 29 (??/??/92) 1540.720  (m)         5054.85   (f) ADJ UNCH    1 2
 KR0953
 KR0953.Superseded values are not recommended for survey control.
 KR0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0953.See file dsdata.txt to determine how the superseded data were derived.
 KR0953
 KR0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD554492(NAD 83)
 KR0953_MARKER: DB = BENCH MARK DISK
 KR0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0953_STAMPING: M 357 1953
 KR0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0953+STABILITY: SURFACE MOTION
 KR0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0953+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2003
 KR0953
 KR0953  HISTORY     - Date     Condition        Report By
 KR0953  HISTORY     - 1953     MONUMENTED       CGS
 KR0953  HISTORY     - 20030901 GOOD             USPSQD
 KR0953
 KR0953                          STATION DESCRIPTION
 KR0953
 KR0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0953'7.9 MI NW FROM CARSON CITY.
 KR0953'7.9 MILES NORTHWEST ALONG U. S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR0953'CARSON CITY, IN LINE WITH A ROW OF POWER LINE POLES, 143 1/2 FEET
 KR0953'NORTHWEST OF A T JUNCTION OF FENCE LINES, 97.4 FEET NORTHWEST OF THE
 KR0953'CENTER OF THE SOUTHWEST END OF AN 18-INCH CORRUGATED METAL PIPE
 KR0953'CULVERT, 37.2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4 1/2
 KR0953'FEET SOUTHEAST OF POWER LINE POLE 28554, 3.3 FEET NORTHEAST OF A
 KR0953'FENCE, 2.8 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 KR0953'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 KR0953'ABOVE THE GROUND.
 KR0953
 KR0953                          STATION RECOVERY (2003)
 KR0953
 KR0953'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0953'HIGHWAY NOW NV429.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1024 ***********************************************************************
 KR1024  DESIGNATION -  M 358
 KR1024  PID         -  KR1024
 KR1024  STATE/COUNTY-  NV/LYON
 KR1024  USGS QUAD   -  DAYTON (1993)
 KR1024
 KR1024                         *CURRENT SURVEY CONTROL
 KR1024  ___________________________________________________________________
 KR1024* NAD 83(1986)-  39 14 11.     (N)    119 35 31.     (W)     SCALED    
 KR1024* NAVD 88     -      1332.68   (+/-2cm)    4372.3    (feet)  VERTCON   
 KR1024  ___________________________________________________________________
 KR1024  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KR1024
 KR1024  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1024
 KR1024.The horizontal coordinates were scaled from a topographic map and have
 KR1024.an estimated accuracy of +/- 6 seconds.
 KR1024
 KR1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1024.The vertical order pertains to the NGVD 29 superseded value.
 KR1024
 KR1024.The geoid height was determined by GEOID03.
 KR1024
 KR1024;                    North         East    Units  Estimated Accuracy
 KR1024;SPC NV W     - 4,498,320.      712,930.      MT  (+/- 180 meters Scaled)
 KR1024
 KR1024                          SUPERSEDED SURVEY CONTROL
 KR1024
 KR1024  NGVD 29 (??/??/92) 1331.615  (m)         4368.81   (f) ADJ UNCH    1 2
 KR1024
 KR1024.Superseded values are not recommended for survey control.
 KR1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1024.See file dsdata.txt to determine how the superseded data were derived.
 KR1024
 KR1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD762462(NAD 83)
 KR1024_MARKER: DB = BENCH MARK DISK
 KR1024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1024_SP_SET: CULVERT
 KR1024_STAMPING: M 358 1953
 KR1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1024
 KR1024  HISTORY     - Date     Condition        Report By
 KR1024  HISTORY     - 1953     MONUMENTED       CGS
 KR1024
 KR1024                          STATION DESCRIPTION
 KR1024
 KR1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR1024'IN DAYTON.
 KR1024'AT DAYTON, ALONG U. S. HIGHWAY 50, 0.1 MILE SOUTHEAST OF THE HIGH
 KR1024'SCHOOL, AT CULVERT C 243 OVER A SMALL CREEK, IN THE TOP OF THE
 KR1024'NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL, 25.5 FEET NORTHEAST
 KR1024'OF THE CENTER LINE OF THE HIGHWAY, 22.5 FEET SOUTHEAST OF THE SOUTH
 KR1024'CORNER OF THE DAYTON FIRE STATION, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0254 ***********************************************************************
 JR0254  DESIGNATION -  M 359
 JR0254  PID         -  JR0254
 JR0254  STATE/COUNTY-  NV/MINERAL
 JR0254  USGS QUAD   -  BELLEVILLE (1982)
 JR0254
 JR0254                         *CURRENT SURVEY CONTROL
 JR0254  ___________________________________________________________________
 JR0254* NAD 83(1986)-  38 14 22.     (N)    118 09 19.     (W)     SCALED    
 JR0254* NAVD 88     -      1496.609  (meters)    4910.12   (feet)  ADJUSTED  
 JR0254  ___________________________________________________________________
 JR0254  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 JR0254  DYNAMIC HT  -        1495.034 (meters)    4904.96  (feet)  COMP
 JR0254  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 JR0254
 JR0254  VERT ORDER  -  FIRST     CLASS II
 JR0254
 JR0254.The horizontal coordinates were scaled from a topographic map and have
 JR0254.an estimated accuracy of +/- 6 seconds.
 JR0254
 JR0254.The orthometric height was determined by differential leveling
 JR0254.and adjusted by the National Geodetic Survey in June 1991..
 JR0254
 JR0254.The geoid height was determined by GEOID03.
 JR0254
 JR0254.The dynamic height is computed by dividing the NAVD 88
 JR0254.geopotential number by the normal gravity value computed on the
 JR0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0254.degrees latitude (g = 980.6199 gals.).
 JR0254
 JR0254.The modeled gravity was interpolated from observed gravity values.
 JR0254
 JR0254;                    North         East    Units  Estimated Accuracy
 JR0254;SPC NV W     - 4,387,270.      837,470.      MT  (+/- 180 meters Scaled)
 JR0254
 JR0254                          SUPERSEDED SURVEY CONTROL
 JR0254
 JR0254  NGVD 29 (??/??/92) 1495.449  (m)         4906.32   (f) ADJ UNCH    1 2
 JR0254
 JR0254.Superseded values are not recommended for survey control.
 JR0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0254.See file dsdata.txt to determine how the superseded data were derived.
 JR0254
 JR0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC988330(NAD 83)
 JR0254_MARKER: DB = BENCH MARK DISK
 JR0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0254_SP_SET: CONCRETE POST
 JR0254_STAMPING: M 359 1953
 JR0254_MARK LOGO: CGS   
 JR0254_PROJECTION: PROJECTING 15 CENTIMETERS
 JR0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0254+STABILITY: SURFACE MOTION
 JR0254
 JR0254  HISTORY     - Date     Condition        Report By
 JR0254  HISTORY     - 1953     MONUMENTED       CGS
 JR0254  HISTORY     - 1986     GOOD             NGS
 JR0254  HISTORY     - 1988     GOOD             USPSQD
 JR0254
 JR0254                          STATION DESCRIPTION
 JR0254
 JR0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0254'13.4 MI S FROM MINA.
 JR0254'9.4 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 JR0254'COMPANY RAILROAD STATION AT MINA, THENCE 4.0 MILES WEST ALONG
 JR0254'A GRAVELED ROAD ON AN ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD
 JR0254'BED, 37 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.0
 JR0254'FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER
 JR0254'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JR0254'0.4 FOOT ABOVE THE GROUND.
 JR0254
 JR0254                          STATION RECOVERY (1986)
 JR0254
 JR0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0254'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.2 KM (8.2
 JR0254'MI) SOUTH ALONG US HIGHWAY 95 FROM THE FIRE STATION IN MINA, THENCE
 JR0254'6.4 KM (4.0 MI) SOUTHWEST ALONG STATE HIGHWAY 360, 0.32 KM (0.20 MI)
 JR0254'NORTHEAST OF MILEPOST 19, 50.0 METERS (164 FT) NORTHWEST OF THE
 JR0254'CENTERLINE OF THE HIGHWAY.
 JR0254'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JR0254'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 JR0254
 JR0254                          STATION RECOVERY (1988)
 JR0254
 JR0254'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEW)
 JR0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0032 ***********************************************************************
 KP0032  DESIGNATION -  M 36
 KP0032  PID         -  KP0032
 KP0032  STATE/COUNTY-  NV/WHITE PINE
 KP0032  USGS QUAD   -  SOUTH BASTIAN SPRING (1986)
 KP0032
 KP0032                         *CURRENT SURVEY CONTROL
 KP0032  ___________________________________________________________________
 KP0032* NAD 83(1986)-  39 10 28.     (N)    114 22 58.     (W)     SCALED    
 KP0032* NAVD 88     -      1883.439  (meters)    6179.25   (feet)  ADJUSTED  
 KP0032  ___________________________________________________________________
 KP0032  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 KP0032  DYNAMIC HT  -        1881.455 (meters)    6172.74  (feet)  COMP
 KP0032  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 KP0032
 KP0032  VERT ORDER  -  FIRST     CLASS II
 KP0032
 KP0032.The horizontal coordinates were scaled from a topographic map and have
 KP0032.an estimated accuracy of +/- 6 seconds.
 KP0032
 KP0032.The orthometric height was determined by differential leveling
 KP0032.and adjusted by the National Geodetic Survey in June 1991..
 KP0032
 KP0032.The geoid height was determined by GEOID03.
 KP0032
 KP0032.The dynamic height is computed by dividing the NAVD 88
 KP0032.geopotential number by the normal gravity value computed on the
 KP0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0032.degrees latitude (g = 980.6199 gals.).
 KP0032
 KP0032.The modeled gravity was interpolated from observed gravity values.
 KP0032
 KP0032;                    North         East    Units  Estimated Accuracy
 KP0032;SPC NV E     - 8,491,650.      303,740.      MT  (+/- 180 meters Scaled)
 KP0032
 KP0032                          SUPERSEDED SURVEY CONTROL
 KP0032
 KP0032  NGVD 29 (??/??/92) 1882.231  (m)         6175.29   (f) ADJ UNCH    1 2
 KP0032
 KP0032.Superseded values are not recommended for survey control.
 KP0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0032.See file dsdata.txt to determine how the superseded data were derived.
 KP0032
 KP0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD260393(NAD 83)
 KP0032_MARKER: DB = BENCH MARK DISK
 KP0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0032_STAMPING: M 36 1934
 KP0032_MARK LOGO: CGS   
 KP0032_PROJECTION: PROJECTING 15 CENTIMETERS
 KP0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0032+STABILITY: SURFACE MOTION
 KP0032
 KP0032  HISTORY     - Date     Condition        Report By
 KP0032  HISTORY     - 1934     MONUMENTED       CGS
 KP0032  HISTORY     - 1957     GOOD             NGS
 KP0032  HISTORY     - 1984     GOOD             NGS
 KP0032
 KP0032                          STATION DESCRIPTION
 KP0032
 KP0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KP0032'19.5 MI NW FROM BAKER.
 KP0032'19.5 MILES NORTHWEST ALONG STATE HIGHWAY 73 AND U.S. HIGHWAY 6 FROM
 KP0032'THE GARAGE AT BAKER, 400 FEET EAST OF THE CROSSING OF A DRY WASH, 36
 KP0032'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 30 FEET NORTH OF A
 KP0032'ROCK OUTCROP.  A STANDARD DISK, STAMPED M 36 1934 AND SET IN THE TOP
 KP0032'OF A CONCRETE POST.  NOTE-- THIS MARK IS ALONG THE OLD HIGHWAY.  A NEW
 KP0032'HIGHWAY HAS BEEN BUILT IN THE AREA.
 KP0032
 KP0032                          STATION RECOVERY (1984)
 KP0032
 KP0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0032'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 KP0032'NEW DESCRIPTION FOLLOWS.  8.7 KM (5.45 MI) NORTHWEST ALONG STATE
 KP0032'HIGHWAY 487 FROM THE POST OFFICE IN BAKER, THENCE 22.6 KM (14.1 MI)
 KP0032'WEST ALONG US HIGHWAYS 6 AND 50, 0.3 KM (0.2 MI) EAST OF MILEPOST 81,
 KP0032'159.1 METERS (522 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.0 METERS
 KP0032'(36.O FT) SOUTH OF THE CENTER OF THE OLD HIGHWAY BED AND 9.1 METERS
 KP0032'(30.0 FT) NORTH OF THE NORTH EDGE OF A MASSIVE QUARTZITE OUTCROP.
 KP0032'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 KP0032'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0260 ***********************************************************************
 JR0260  DESIGNATION -  M 360
 JR0260  PID         -  JR0260
 JR0260  STATE/COUNTY-  NV/MINERAL
 JR0260  USGS QUAD   -  BELLEVILLE (1982)
 JR0260
 JR0260                         *CURRENT SURVEY CONTROL
 JR0260  ___________________________________________________________________
 JR0260* NAD 83(1986)-  38 11 30.     (N)    118 11 11.     (W)     SCALED    
 JR0260* NAVD 88     -      1627.281  (meters)    5338.84   (feet)  ADJUSTED  
 JR0260  ___________________________________________________________________
 JR0260  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 JR0260  DYNAMIC HT  -        1625.516 (meters)    5333.05  (feet)  COMP
 JR0260  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 JR0260
 JR0260  VERT ORDER  -  FIRST     CLASS II
 JR0260
 JR0260.The horizontal coordinates were scaled from a topographic map and have
 JR0260.an estimated accuracy of +/- 6 seconds.
 JR0260
 JR0260.The orthometric height was determined by differential leveling
 JR0260.and adjusted by the National Geodetic Survey in June 1991..
 JR0260
 JR0260.The geoid height was determined by GEOID03.
 JR0260
 JR0260.The dynamic height is computed by dividing the NAVD 88
 JR0260.geopotential number by the normal gravity value computed on the
 JR0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0260.degrees latitude (g = 980.6199 gals.).
 JR0260
 JR0260.The modeled gravity was interpolated from observed gravity values.
 JR0260
 JR0260;                    North         East    Units  Estimated Accuracy
 JR0260;SPC NV W     - 4,381,950.      834,770.      MT  (+/- 180 meters Scaled)
 JR0260
 JR0260                          SUPERSEDED SURVEY CONTROL
 JR0260
 JR0260  NGVD 29 (??/??/92) 1626.064  (m)         5334.85   (f) ADJ UNCH    1 2
 JR0260
 JR0260.Superseded values are not recommended for survey control.
 JR0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0260.See file dsdata.txt to determine how the superseded data were derived.
 JR0260
 JR0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC961277(NAD 83)
 JR0260_MARKER: DB = BENCH MARK DISK
 JR0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0260_SP_SET: CONCRETE POST
 JR0260_STAMPING: M 360 1953
 JR0260_MARK LOGO: CGS   
 JR0260_PROJECTION: PROJECTING 15 CENTIMETERS
 JR0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0260+STABILITY: SURFACE MOTION
 JR0260
 JR0260  HISTORY     - Date     Condition        Report By
 JR0260  HISTORY     - 1953     MONUMENTED       CGS
 JR0260  HISTORY     - 1955     GOOD             NGS
 JR0260  HISTORY     - 1967     MARK NOT FOUND   NGS
 JR0260  HISTORY     - 1986     GOOD             NGS
 JR0260
 JR0260                          STATION DESCRIPTION
 JR0260
 JR0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0260'15.7 MI N FROM BASALT.
 JR0260'15.7 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 JR0260'U.S. HIGHWAY 6 AT BASALT, 16.5 MILES SOUTHWEST OF MINA, ON
 JR0260'THE NORTHWEST POINT OF A LOW RIDGE, 137.5 FEET SOUTHWEST OF THE
 JR0260'CENTER LINE OF THE HIGHWAY, 21 FEET EAST OF THE CENTER LINE
 JR0260'OF AN ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED, 2.3
 JR0260'FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 JR0260'RAILROAD BED, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET
 JR0260'IN THE TOP OF A CONCRETE POST PROJECTNG 0.5 FOOT ABOVE THE
 JR0260'GROUND.
 JR0260
 JR0260                          STATION RECOVERY (1967)
 JR0260
 JR0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JR0260'MARK NOT FOUND.
 JR0260
 JR0260                          STATION RECOVERY (1986)
 JR0260
 JR0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0260'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.2 KM (8.2
 JR0260'MI) SOUTH ALONG US HIGHWAY 95 FROM THE FIRE STATION IN MINA, THENCE
 JR0260'13.0 KM (8.1 MI) SOUTHWEST ALONG STATE HIGHWAY 360, 0.13 KM (0.08 MI)
 JR0260'NORTH OF MILEPOST 15, 41.1 METERS (135 FT) WEST OF THE CENTERLINE OF
 JR0260'THE HIGHWAY, 6.7 METERS (22.0 FT) EAST OF THE CENTER OF A TRACK ROAD.
 JR0260'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JR0260'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0771 ***********************************************************************
 KR0771  DESIGNATION -  M 361
 KR0771  PID         -  KR0771
 KR0771  STATE/COUNTY-  NV/LYON
 KR0771  USGS QUAD   -  WABUSKA (1993)
 KR0771
 KR0771                         *CURRENT SURVEY CONTROL
 KR0771  ___________________________________________________________________
 KR0771* NAD 83(1986)-  39 08 21.     (N)    119 09 47.     (W)     SCALED    
 KR0771* NAVD 88     -      1311.44   (+/-2cm)    4302.6    (feet)  VERTCON   
 KR0771  ___________________________________________________________________
 KR0771  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 KR0771
 KR0771  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0771
 KR0771.The horizontal coordinates were scaled from a topographic map and have
 KR0771.an estimated accuracy of +/- 6 seconds.
 KR0771
 KR0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0771.The vertical order pertains to the NGVD 29 superseded value.
 KR0771
 KR0771.The geoid height was determined by GEOID03.
 KR0771
 KR0771;                    North         East    Units  Estimated Accuracy
 KR0771;SPC NV W     - 4,487,210.      749,880.      MT  (+/- 180 meters Scaled)
 KR0771
 KR0771                          SUPERSEDED SURVEY CONTROL
 KR0771
 KR0771  NGVD 29 (??/??/92) 1310.439  (m)         4299.33   (f) ADJ UNCH    1 2
 KR0771
 KR0771.Superseded values are not recommended for survey control.
 KR0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0771.See file dsdata.txt to determine how the superseded data were derived.
 KR0771
 KR0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD130344(NAD 83)
 KR0771_MARKER: DB = BENCH MARK DISK
 KR0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0771_STAMPING: M 361 1953
 KR0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0771+STABILITY: SURFACE MOTION
 KR0771
 KR0771  HISTORY     - Date     Condition        Report By
 KR0771  HISTORY     - 1953     MONUMENTED       CGS
 KR0771
 KR0771                          STATION DESCRIPTION
 KR0771
 KR0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0771'1.0 MI E FROM WABUSKA.
 KR0771'1.0 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0771'STATION AT WABUSKA, 9 1/2 FEET SOUTHWEST OF MILEPOLE 329, 51.7 FEET
 KR0771'SOUTHEAST OF THE SOUTHEAST CORNER OF WOODEN BOX CULVERT 329.00, 25.9
 KR0771'FEET SOUTH OF THE SOUTH RAIL, 2.9 FEET SOUTH OF A FENCE, 2.3 FEET EAST
 KR0771'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE
 KR0771'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0165 ***********************************************************************
 JR0165  DESIGNATION -  M 362
 JR0165  PID         -  JR0165
 JR0165  STATE/COUNTY-  NV/MINERAL
 JR0165  USGS QUAD   -  GILLIS CANYON (1988)
 JR0165
 JR0165                         *CURRENT SURVEY CONTROL
 JR0165  ___________________________________________________________________
 JR0165* NAD 83(1986)-  38 48 40.     (N)    118 41 28.     (W)     SCALED    
 JR0165* NAVD 88     -      1269.69   (+/-2cm)    4165.6    (feet)  VERTCON   
 JR0165  ___________________________________________________________________
 JR0165  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 JR0165
 JR0165  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0165
 JR0165.The horizontal coordinates were scaled from a topographic map and have
 JR0165.an estimated accuracy of +/- 6 seconds.
 JR0165
 JR0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0165.The vertical order pertains to the NGVD 29 superseded value.
 JR0165
 JR0165.The geoid height was determined by GEOID03.
 JR0165
 JR0165;                    North         East    Units  Estimated Accuracy
 JR0165;SPC NV W     - 4,450,640.      790,640.      MT  (+/- 180 meters Scaled)
 JR0165
 JR0165                          SUPERSEDED SURVEY CONTROL
 JR0165
 JR0165  NGVD 29 (??/??/92) 1268.610  (m)         4162.10   (f) ADJ UNCH    1 2
 JR0165
 JR0165.Superseded values are not recommended for survey control.
 JR0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0165.See file dsdata.txt to determine how the superseded data were derived.
 JR0165
 JR0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC531971(NAD 83)
 JR0165_MARKER: DB = BENCH MARK DISK
 JR0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0165_STAMPING: M 362 1953
 JR0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0165+STABILITY: SURFACE MOTION
 JR0165
 JR0165  HISTORY     - Date     Condition        Report By
 JR0165  HISTORY     - 1953     MONUMENTED       CGS
 JR0165  HISTORY     - 1963     GOOD             USGS
 JR0165
 JR0165                          STATION DESCRIPTION
 JR0165
 JR0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0165'13 MI SE FROM SCHURZ.
 JR0165'13.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0165'FROM THE STATION AT SCHURZ, 0.2 MILE (5 POLES) SOUTHEAST OF MILEPOLE
 JR0165'367, 32.5 FEET NORTH OF AND ACROSS THE TRACK AND A GRADED ROAD
 JR0165'FROM A SWITCHSTAND, 106 FEET NORTHEAST OF AND ACROSS THE TRACK
 JR0165'AND THE ROAD FROM A TELEGRAPH POLE, 75.7 FEET NORTHEAST OF THE
 JR0165'NORTHEAST RAIL, 25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 JR0165'3.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 JR0165'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 JR0165'THE GROUND.
 JR0165
 JR0165                          STATION RECOVERY (1963)
 JR0165
 JR0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JR0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0454 ***********************************************************************
 GR0454  DESIGNATION -  M 363
 GR0454  PID         -  GR0454
 GR0454  STATE/COUNTY-  NV/CLARK
 GR0454  USGS QUAD   -  GOVERNMENT WASH (1970)
 GR0454
 GR0454                         *CURRENT SURVEY CONTROL
 GR0454  ___________________________________________________________________
 GR0454* NAD 83(1986)-  36 13 14.     (N)    114 48 09.     (W)     SCALED    
 GR0454* NAVD 88     -       620.469  (meters)    2035.66   (feet)  POSTED    
 GR0454  ___________________________________________________________________
 GR0454  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 GR0454  DYNAMIC HT  -         619.850 (meters)    2033.62  (feet)  COMP
 GR0454  MODELED GRAV-     979,618.6   (mgal)                       NAVD 88
 GR0454
 GR0454  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0454
 GR0454.The horizontal coordinates were scaled from a topographic map and have
 GR0454.an estimated accuracy of +/- 6 seconds.
 GR0454
 GR0454.The orthometric height was determined by differential leveling
 GR0454.and adjusted by the National Geodetic Survey in 1992..
 GR0454.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0454.rate of 0.0 thru 1.0 mm/km.
 GR0454
 GR0454.The geoid height was determined by GEOID03.
 GR0454
 GR0454.The dynamic height is computed by dividing the NAVD 88
 GR0454.geopotential number by the normal gravity value computed on the
 GR0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0454.degrees latitude (g = 980.6199 gals.).
 GR0454
 GR0454.The modeled gravity was interpolated from observed gravity values.
 GR0454
 GR0454;                    North         East    Units  Estimated Accuracy
 GR0454;SPC NV E     - 8,163,420.      270,200.      MT  (+/- 180 meters Scaled)
 GR0454
 GR0454                          SUPERSEDED SURVEY CONTROL
 GR0454
 GR0454  NGVD 29 (??/??/92)  619.783  (m)         2033.40   (f) ADJ UNCH    1 2
 GR0454
 GR0454.Superseded values are not recommended for survey control.
 GR0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0454.See file dsdata.txt to determine how the superseded data were derived.
 GR0454
 GR0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA975106(NAD 83)
 GR0454_MARKER: DB = BENCH MARK DISK
 GR0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0454_STAMPING: M 363 1963
 GR0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0454+STABILITY: SURFACE MOTION
 GR0454
 GR0454  HISTORY     - Date     Condition        Report By
 GR0454  HISTORY     - 1963     MONUMENTED       CGS
 GR0454
 GR0454                          STATION DESCRIPTION
 GR0454
 GR0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0454'15.3 MI S FROM APEX SIDING.
 GR0454'9.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM APEX SIDING, THENCE 5.7
 GR0454'MILES EAST ALONG A TRACK ROAD, 23 1/2 FEET NORTH OF THE CENTER LINE OF
 GR0454'THE ROAD, 19.4 FEET EAST OF BENCH MARK K 168, 2.9 FEET EAST OF A
 GR0454'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, A DISK ON THE TOP OF
 GR0454'A 5/8-INCH COPPER COATED ROAD DRIVEN 13 FEET TO SUDDEN REFUSAL.  THE
 GR0454'UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.9
 GR0454'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0694 ***********************************************************************
 GR0694  DESIGNATION -  M 364
 GR0694  PID         -  GR0694
 GR0694  STATE/COUNTY-  NV/CLARK
 GR0694  USGS QUAD   -  HENDERSON (1983)
 GR0694
 GR0694                         *CURRENT SURVEY CONTROL
 GR0694  ___________________________________________________________________
 GR0694* NAD 83(1986)-  36 01 26.     (N)    114 57 55.     (W)     SCALED    
 GR0694* NAVD 88     -       620.002  (meters)    2034.12   (feet)  ADJUSTED  
 GR0694  ___________________________________________________________________
 GR0694  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR0694  DYNAMIC HT  -         619.367 (meters)    2032.04  (feet)  COMP
 GR0694  MODELED GRAV-     979,588.9   (mgal)                       NAVD 88
 GR0694
 GR0694  VERT ORDER  -  FIRST     CLASS II
 GR0694
 GR0694.The horizontal coordinates were scaled from a topographic map and have
 GR0694.an estimated accuracy of +/- 6 seconds.
 GR0694
 GR0694.The orthometric height was determined by differential leveling
 GR0694.and adjusted by the National Geodetic Survey in June 1991..
 GR0694
 GR0694.The geoid height was determined by GEOID03.
 GR0694
 GR0694.The dynamic height is computed by dividing the NAVD 88
 GR0694.geopotential number by the normal gravity value computed on the
 GR0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0694.degrees latitude (g = 980.6199 gals.).
 GR0694
 GR0694.The modeled gravity was interpolated from observed gravity values.
 GR0694
 GR0694;                    North         East    Units  Estimated Accuracy
 GR0694;SPC NV E     - 8,141,500.      255,700.      MT  (+/- 180 meters Scaled)
 GR0694
 GR0694                          SUPERSEDED SURVEY CONTROL
 GR0694
 GR0694  NGVD 29 (??/??/92)  619.287  (m)         2031.78   (f) ADJ UNCH    1 2
 GR0694
 GR0694.Superseded values are not recommended for survey control.
 GR0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0694.See file dsdata.txt to determine how the superseded data were derived.
 GR0694
 GR0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV833885(NAD 83)
 GR0694_MARKER: DB = BENCH MARK DISK
 GR0694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0694_SP_SET: FOUNDATION
 GR0694_STAMPING: M 364 1963
 GR0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0694
 GR0694  HISTORY     - Date     Condition        Report By
 GR0694  HISTORY     - 1963     MONUMENTED       CGS
 GR0694  HISTORY     - 1980     GOOD             NGS
 GR0694
 GR0694                          STATION DESCRIPTION
 GR0694
 GR0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0694'1.6 MI SE FROM HENDERSON.
 GR0694'1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE ROSE DE. LIMA
 GR0694'HOSPITAL AT HENDERSON, AT THE CROSSING OF A STEEL TOWER POWER
 GR0694'TRANSMISSION LINE, IN THE TOP OF THE EAST SIDE OF THE CONCRETE
 GR0694'FOUNDATION FOR THE EAST STEEL LEG OF TOWER 12 N 4, 122 FEET SOUTHWEST
 GR0694'OF THE CENTER LINE OF THE SOUTHWEST LANES, ABOUT 1 1/2 FEET HIGHER
 GR0694'THAN THE HIGHWAY, AND 0.4 FOOT ABOVE THE GROUND.
 GR0694
 GR0694                          STATION RECOVERY (1980)
 GR0694
 GR0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR0694'23.0 KILOMETERS (14.3 MILES) SOUTHEAST ALONG U. S. HIGHWAY 93 AND 95
 GR0694'FROM THE UNION PACIFIC RAILROAD STATION (UNION PLAZA HOTEL) IN LAS
 GR0694'VEGAS, AT A POWER LINE CROSSING, SET IN THE EAST EDGE OF THE
 GR0694'NORTHEAST LEG OF TOWER 12N4, 37.2 METERS (122 FEET) SOUTHWEST OF THE
 GR0694'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY AND 17.1 METERS
 GR0694'56 FEET) NORTHEAST OF THE CENTERLINE OF HAYNES DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0907 ***********************************************************************
 GR0907  DESIGNATION -  M 365
 GR0907  PID         -  GR0907
 GR0907  STATE/COUNTY-  NV/CLARK
 GR0907  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0907
 GR0907                         *CURRENT SURVEY CONTROL
 GR0907  ___________________________________________________________________
 GR0907* NAD 83(1986)-  36 14 00.     (N)    115 06 47.     (W)     SCALED    
 GR0907* NAVD 88     -       581.849  (meters)    1908.95   (feet)  ADJUSTED  
 GR0907  ___________________________________________________________________
 GR0907  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GR0907  DYNAMIC HT  -         581.251 (meters)    1906.99  (feet)  COMP
 GR0907  MODELED GRAV-     979,588.1   (mgal)                       NAVD 88
 GR0907  OBS GRAVITY -     979,587.3   (mgal)                       GRAV_OBS
 GR0907
 GR0907  VERT ORDER  -  FIRST     CLASS II
 GR0907
 GR0907.The horizontal coordinates were scaled from a topographic map and have
 GR0907.an estimated accuracy of +/- 6 seconds.
 GR0907
 GR0907.The orthometric height was determined by differential leveling
 GR0907.and adjusted by the National Geodetic Survey in June 1991..
 GR0907
 GR0907.The geoid height was determined by GEOID03.
 GR0907
 GR0907.The dynamic height is computed by dividing the NAVD 88
 GR0907.geopotential number by the normal gravity value computed on the
 GR0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0907.degrees latitude (g = 980.6199 gals.).
 GR0907
 GR0907.The modeled gravity was interpolated from observed gravity values.
 GR0907.The observed gravity was obtained from relative gravimeter ties
 GR0907.to the IGSN71 gravity network.
 GR0907
 GR0907;                    North         East    Units  Estimated Accuracy
 GR0907;SPC NV E     - 8,164,660.      242,270.      MT  (+/- 180 meters Scaled)
 GR0907
 GR0907                          SUPERSEDED SURVEY CONTROL
 GR0907
 GR0907  NGVD 29 (??/??/92)  581.162  (m)         1906.70   (f) ADJ UNCH    1 2
 GR0907
 GR0907.Superseded values are not recommended for survey control.
 GR0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0907.See file dsdata.txt to determine how the superseded data were derived.
 GR0907
 GR0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA695114(NAD 83)
 GR0907_MARKER: DB = BENCH MARK DISK
 GR0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0907_STAMPING: M 365 1963
 GR0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0907+STABILITY: SURFACE MOTION
 GR0907
 GR0907  HISTORY     - Date     Condition        Report By
 GR0907  HISTORY     - 1963     MONUMENTED       CGS
 GR0907  HISTORY     - 1980     GOOD             NGS
 GR0907  HISTORY     - 19870720 GOOD             LOCSUR
 GR0907
 GR0907                          STATION DESCRIPTION
 GR0907
 GR0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0907'5.0 MI NE FROM LAS VEGAS.
 GR0907'5.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0907'AT LAS VEGAS, AT WANN SIDING, 179 FEET SOUTH AND ACROSS THE TRACKS
 GR0907'FROM MILEPOLE 339, 43.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 141.2
 GR0907'FEET NORTH OF BENCH MARK Y 170, 1 FOOT NORTHEAST OF A TELEPHONE POLE,
 GR0907'1.9 FEET SOUTHWEST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE
 GR0907'TRACK.  A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 GR0907'SUDDEN REFUSAL AT A DEPTH OF 16 FEET.  THE UPPER PORTION OF THE ROD IS
 GR0907'ENCASED IN A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GR0907
 GR0907                          STATION RECOVERY (1980)
 GR0907
 GR0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR0907'RECOVERED IN GOOD CONDITION.
 GR0907
 GR0907                          STATION RECOVERY (1987)
 GR0907
 GR0907'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GR0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1067 ***********************************************************************
 GR1067  DESIGNATION -  M 366
 GR1067  PID         -  GR1067
 GR1067  STATE/COUNTY-  NV/CLARK
 GR1067  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1067
 GR1067                         *CURRENT SURVEY CONTROL
 GR1067  ___________________________________________________________________
 GR1067* NAD 83(1986)-  36 07 26.     (N)    115 10 44.     (W)     SCALED    
 GR1067* NAVD 88     -       645.885  (meters)    2119.04   (feet)  ADJUSTED  
 GR1067  ___________________________________________________________________
 GR1067  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GR1067  DYNAMIC HT  -         645.225 (meters)    2116.88  (feet)  COMP
 GR1067  MODELED GRAV-     979,589.3   (mgal)                       NAVD 88
 GR1067
 GR1067  VERT ORDER  -  FIRST     CLASS II
 GR1067
 GR1067.The horizontal coordinates were scaled from a topographic map and have
 GR1067.an estimated accuracy of +/- 6 seconds.
 GR1067
 GR1067.The orthometric height was determined by differential leveling
 GR1067.and adjusted by the National Geodetic Survey in June 1991..
 GR1067
 GR1067.The geoid height was determined by GEOID03.
 GR1067
 GR1067.The dynamic height is computed by dividing the NAVD 88
 GR1067.geopotential number by the normal gravity value computed on the
 GR1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1067.degrees latitude (g = 980.6199 gals.).
 GR1067
 GR1067.The modeled gravity was interpolated from observed gravity values.
 GR1067
 GR1067;                    North         East    Units  Estimated Accuracy
 GR1067;SPC NV E     - 8,152,490.      236,410.      MT  (+/- 180 meters Scaled)
 GR1067
 GR1067                          SUPERSEDED SURVEY CONTROL
 GR1067
 GR1067  NGVD 29 (??/??/92)  645.953  (m)         2119.26   (f) ADJ UNCH    1 2
 GR1067
 GR1067.Superseded values are not recommended for survey control.
 GR1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1067.See file dsdata.txt to determine how the superseded data were derived.
 GR1067
 GR1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV638992(NAD 83)
 GR1067_MARKER: DB = BENCH MARK DISK
 GR1067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR1067_SP_SET: CULVERT
 GR1067_STAMPING: M 366 1963
 GR1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1067
 GR1067  HISTORY     - Date     Condition        Report By
 GR1067  HISTORY     - 1963     MONUMENTED       CGS
 GR1067  HISTORY     - 1980     GOOD             NGS
 GR1067
 GR1067                          STATION DESCRIPTION
 GR1067
 GR1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1067'3.8 MI S FROM LAS VEGAS.
 GR1067'3.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1067'LAS VEGAS, 0.2 MILE SOUTHWEST OF THE CROSSING OF SPRING MOUNTAIN ROAD,
 GR1067'9.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN THE TOP OF THE SOUTHWEST
 GR1067'END OF THE SOUTHEAST CONCRETE HEAD WALL OF 36-INCH CONCRETE PIPE
 GR1067'CULVERT 330.39, 0.7 FOOT NORTHEAST OF THE SOUTHWEST END OF THE HEAD
 GR1067'WALL, AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK.
 GR1067
 GR1067                          STATION RECOVERY (1980)
 GR1067
 GR1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1218 ***********************************************************************
 GR1218  DESIGNATION -  M 367
 GR1218  PID         -  GR1218
 GR1218  STATE/COUNTY-  NV/CLARK
 GR1218  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1218
 GR1218                         *CURRENT SURVEY CONTROL
 GR1218  ___________________________________________________________________
 GR1218* NAD 83(1986)-  36 09 32.     (N)    115 14 04.     (W)     SCALED    
 GR1218* NAVD 88     -       714.80   (+/-2cm)    2345.1    (feet)  VERTCON   
 GR1218  ___________________________________________________________________
 GR1218  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 GR1218
 GR1218  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1218
 GR1218.The horizontal coordinates were scaled from a topographic map and have
 GR1218.an estimated accuracy of +/- 6 seconds.
 GR1218
 GR1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1218.The vertical order pertains to the NGVD 29 superseded value.
 GR1218
 GR1218.The geoid height was determined by GEOID03.
 GR1218
 GR1218;                    North         East    Units  Estimated Accuracy
 GR1218;SPC NV E     - 8,156,360.      231,390.      MT  (+/- 180 meters Scaled)
 GR1218
 GR1218                          SUPERSEDED SURVEY CONTROL
 GR1218
 GR1218  NGVD 29 (??/??/92)  714.163  (m)         2343.05   (f) ADJ UNCH    1 2
 GR1218
 GR1218.Superseded values are not recommended for survey control.
 GR1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1218.See file dsdata.txt to determine how the superseded data were derived.
 GR1218
 GR1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA588030(NAD 83)
 GR1218_MARKER: DB = BENCH MARK DISK
 GR1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1218_STAMPING: M 367 1963
 GR1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1218+STABILITY: SURFACE MOTION
 GR1218
 GR1218  HISTORY     - Date     Condition        Report By
 GR1218  HISTORY     - 1963     MONUMENTED       CGS
 GR1218  HISTORY     - 19870410 MARK NOT FOUND   USPSQD
 GR1218  HISTORY     - 19961120 MARK NOT FOUND   USPSQD
 GR1218
 GR1218                          STATION DESCRIPTION
 GR1218
 GR1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1218'5.6 MI W FROM LAS VEGAS.
 GR1218'1.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1218'LAS VEGAS, THENCE 4.6 MILES WEST ALONG CHARLESTON BOULEVARD, 30 FEET
 GR1218'SOUTH OF THE CENTER LINE OF THE BOULEVARD, 11 FEET EAST OF A FENCE
 GR1218'CORNER, 1.0 FOOT NORTH OF A FENCE, 2.0 FEET EAST OF A WITNESS POST,
 GR1218'ABOUT 1 FOOT HIGHER THAN THE BOULEVARD, AND SET IN THE TOP OF A
 GR1218'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GR1218
 GR1218                          STATION RECOVERY (1987)
 GR1218
 GR1218'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 GR1218'MARK NOT FOUND.
 GR1218
 GR1218                          STATION RECOVERY (1996)
 GR1218
 GR1218'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0971 ***********************************************************************
 GR0971  DESIGNATION -  M 368
 GR0971  PID         -  GR0971
 GR0971  STATE/COUNTY-  NV/CLARK
 GR0971  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0971
 GR0971                         *CURRENT SURVEY CONTROL
 GR0971  ___________________________________________________________________
 GR0971* NAD 83(1986)-  36 11 45.     (N)    115 04 17.     (W)     SCALED    
 GR0971* NAVD 88     -       548.13   (+/-2cm)    1798.3    (feet)  VERTCON   
 GR0971  ___________________________________________________________________
 GR0971  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GR0971
 GR0971  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0971
 GR0971.The horizontal coordinates were scaled from a topographic map and have
 GR0971.an estimated accuracy of +/- 6 seconds.
 GR0971
 GR0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0971.The vertical order pertains to the NGVD 29 superseded value.
 GR0971
 GR0971.The geoid height was determined by GEOID03.
 GR0971
 GR0971;                    North         East    Units  Estimated Accuracy
 GR0971;SPC NV E     - 8,160,520.      246,040.      MT  (+/- 180 meters Scaled)
 GR0971
 GR0971                          SUPERSEDED SURVEY CONTROL
 GR0971
 GR0971  NGVD 29 (??/??/92)  547.455  (m)         1796.11   (f) ADJ UNCH    1 2
 GR0971
 GR0971.Superseded values are not recommended for survey control.
 GR0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0971.See file dsdata.txt to determine how the superseded data were derived.
 GR0971
 GR0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA734073(NAD 83)
 GR0971_MARKER: DB = BENCH MARK DISK
 GR0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0971_STAMPING: M 368 1963
 GR0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0971+STABILITY: SURFACE MOTION
 GR0971
 GR0971  HISTORY     - Date     Condition        Report By
 GR0971  HISTORY     - 1963     MONUMENTED       CGS
 GR0971  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR0971
 GR0971                          STATION DESCRIPTION
 GR0971
 GR0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0971'3.3 MI E FROM NORTH LAS VEGAS.
 GR0971'3.3 MILES EAST ALONG LAKE MEAD BOULEVARD FROM THE JUNCTION OF LAS
 GR0971'VEGAS BOULEVARD AT NORTH LAS VEGAS, AT THE JUNCTION OF MARION DRIVE,
 GR0971'24 FEET SOUTH OF THE CENTER LINE OF THE BOULEVARD, 167 FEET WEST OF
 GR0971'THE EXTENDED CENTER LINE OF THE DRIVE, 1 1/2 FEET WEST OF POWER POLE
 GR0971'22081, 1.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 GR0971'BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 GR0971'ABOVE THE GROUND.
 GR0971
 GR0971                          STATION RECOVERY (1996)
 GR0971
 GR0971'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0957 ***********************************************************************
 GR0957  DESIGNATION -  M 369
 GR0957  PID         -  GR0957
 GR0957  STATE/COUNTY-  NV/CLARK
 GR0957  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0957
 GR0957                         *CURRENT SURVEY CONTROL
 GR0957  ___________________________________________________________________
 GR0957* NAD 83(1986)-  36 14 22.     (N)    115 06 28.     (W)     SCALED    
 GR0957* NAVD 88     -       584.960  (meters)    1919.16   (feet)  ADJUSTED  
 GR0957  ___________________________________________________________________
 GR0957  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GR0957  DYNAMIC HT  -         584.360 (meters)    1917.19  (feet)  COMP
 GR0957  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 GR0957
 GR0957  VERT ORDER  -  FIRST     CLASS II
 GR0957
 GR0957.The horizontal coordinates were scaled from a topographic map and have
 GR0957.an estimated accuracy of +/- 6 seconds.
 GR0957
 GR0957.The orthometric height was determined by differential leveling
 GR0957.and adjusted by the National Geodetic Survey in June 1991..
 GR0957
 GR0957.The geoid height was determined by GEOID03.
 GR0957
 GR0957.The dynamic height is computed by dividing the NAVD 88
 GR0957.geopotential number by the normal gravity value computed on the
 GR0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0957.degrees latitude (g = 980.6199 gals.).
 GR0957
 GR0957.The modeled gravity was interpolated from observed gravity values.
 GR0957
 GR0957;                    North         East    Units  Estimated Accuracy
 GR0957;SPC NV E     - 8,165,340.      242,740.      MT  (+/- 180 meters Scaled)
 GR0957
 GR0957                          SUPERSEDED SURVEY CONTROL
 GR0957
 GR0957  NGVD 29 (??/??/92)  584.269  (m)         1916.89   (f) ADJ UNCH    1 2
 GR0957
 GR0957.Superseded values are not recommended for survey control.
 GR0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0957.See file dsdata.txt to determine how the superseded data were derived.
 GR0957
 GR0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA700121(NAD 83)
 GR0957_MARKER: DB = BENCH MARK DISK
 GR0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0957_SP_SET: CULVERT
 GR0957_STAMPING: M 369 1963
 GR0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0957
 GR0957  HISTORY     - Date     Condition        Report By
 GR0957  HISTORY     - 1963     MONUMENTED       CGS
 GR0957  HISTORY     - 1980     GOOD             NGS
 GR0957  HISTORY     - 19870725 SEE DESCRIPTION  LOCSUR
 GR0957  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR0957
 GR0957                          STATION DESCRIPTION
 GR0957
 GR0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0957'5.55 MI NE FROM LAS VEGAS.
 GR0957'5.55 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0957'AT LAS VEGAS, 0.05 MILE SOUTHWEST OF THE CROSSING OF CRAIG ROAD, IN
 GR0957'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF
 GR0957'DOUBLE 36-INCH PIPE CULVERT 339.48, 11.2 FEET SOUTHEAST OF THE
 GR0957'SOUTHEAST RAIL, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 GR0957
 GR0957                          STATION RECOVERY (1980)
 GR0957
 GR0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR0957'RECOVERED IN GOOD CONDITION.
 GR0957
 GR0957                          STATION RECOVERY (1987)
 GR0957
 GR0957'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MG)
 GR0957'RECOVERED AS DESCRIBED.
 GR0957
 GR0957                          STATION RECOVERY (1996)
 GR0957
 GR0957'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0055 ***********************************************************************
 LQ0055  DESIGNATION -  M 37
 LQ0055  PID         -  LQ0055
 LQ0055  STATE/COUNTY-  NV/ELKO
 LQ0055  USGS QUAD   -  SILVER ZONE PASS (1982)
 LQ0055
 LQ0055                         *CURRENT SURVEY CONTROL
 LQ0055  ___________________________________________________________________
 LQ0055* NAD 83(1986)-  40 55 05.     (N)    114 21 39.     (W)     SCALED    
 LQ0055* NAVD 88     -      1770.623  (meters)    5809.12   (feet)  ADJUSTED  
 LQ0055  ___________________________________________________________________
 LQ0055  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 LQ0055  DYNAMIC HT  -        1769.123 (meters)    5804.20  (feet)  COMP
 LQ0055  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 LQ0055
 LQ0055  VERT ORDER  -  SECOND    CLASS 0
 LQ0055
 LQ0055.The horizontal coordinates were scaled from a topographic map and have
 LQ0055.an estimated accuracy of +/- 6 seconds.
 LQ0055
 LQ0055.The orthometric height was determined by differential leveling
 LQ0055.and adjusted by the National Geodetic Survey in June 1991..
 LQ0055
 LQ0055.The geoid height was determined by GEOID03.
 LQ0055
 LQ0055.The dynamic height is computed by dividing the NAVD 88
 LQ0055.geopotential number by the normal gravity value computed on the
 LQ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0055.degrees latitude (g = 980.6199 gals.).
 LQ0055
 LQ0055.The modeled gravity was interpolated from observed gravity values.
 LQ0055
 LQ0055;                    North         East    Units  Estimated Accuracy
 LQ0055;SPC NV E     - 8,685,270.      302,970.      MT  (+/- 180 meters Scaled)
 LQ0055
 LQ0055                          SUPERSEDED SURVEY CONTROL
 LQ0055
 LQ0055  NGVD 29 (??/??/92) 1769.511  (m)         5805.47   (f) ADJ UNCH    2 0
 LQ0055
 LQ0055.Superseded values are not recommended for survey control.
 LQ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0055.See file dsdata.txt to determine how the superseded data were derived.
 LQ0055
 LQ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF222330(NAD 83)
 LQ0055_MARKER: DB = BENCH MARK DISK
 LQ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0055_STAMPING: M 37 1934
 LQ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0055+STABILITY: SURFACE MOTION
 LQ0055
 LQ0055  HISTORY     - Date     Condition        Report By
 LQ0055  HISTORY     - 1934     MONUMENTED       CGS
 LQ0055
 LQ0055                          STATION DESCRIPTION
 LQ0055
 LQ0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LQ0055'6.1 MI E FROM SHAFTER.
 LQ0055'6.1 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 LQ0055'AT SHAFTER, ELKO COUNTY, 164 FEET NORTH OF MILEPOST 772, 114 FEET
 LQ0055'NORTH OF THE CENTERLINE OF THE TRACK, 12 FEET EAST OF TELEPHONE POLE
 LQ0055'844, AND ABOUT 4 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED M
 LQ0055'37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1034 ***********************************************************************
 GR1034  DESIGNATION -  M 370
 GR1034  PID         -  GR1034
 GR1034  STATE/COUNTY-  NV/CLARK
 GR1034  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1034
 GR1034                         *CURRENT SURVEY CONTROL
 GR1034  ___________________________________________________________________
 GR1034* NAD 83(1986)-  36 06 02.     (N)    115 09 19.     (W)     SCALED    
 GR1034* NAVD 88     -       631.79   (+/-2cm)    2072.8    (feet)  VERTCON   
 GR1034  ___________________________________________________________________
 GR1034  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GR1034
 GR1034  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1034
 GR1034.The horizontal coordinates were scaled from a topographic map and have
 GR1034.an estimated accuracy of +/- 6 seconds.
 GR1034
 GR1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1034.The vertical order pertains to the NGVD 29 superseded value.
 GR1034
 GR1034.The geoid height was determined by GEOID03.
 GR1034
 GR1034;                    North         East    Units  Estimated Accuracy
 GR1034;SPC NV E     - 8,149,910.      238,540.      MT  (+/- 180 meters Scaled)
 GR1034
 GR1034                          SUPERSEDED SURVEY CONTROL
 GR1034
 GR1034  NGVD 29 (??/??/92)  631.139  (m)         2070.66   (f) ADJ UNCH    1 2
 GR1034
 GR1034.Superseded values are not recommended for survey control.
 GR1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1034.See file dsdata.txt to determine how the superseded data were derived.
 GR1034
 GR1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV660966(NAD 83)
 GR1034_MARKER: DB = BENCH MARK DISK
 GR1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1034_STAMPING: M 370 1963
 GR1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1034+STABILITY: SURFACE MOTION
 GR1034
 GR1034  HISTORY     - Date     Condition        Report By
 GR1034  HISTORY     - 1963     MONUMENTED       CGS
 GR1034  HISTORY     - 1973     GOOD             NGS
 GR1034  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GR1034  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1034
 GR1034                          STATION DESCRIPTION
 GR1034
 GR1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1034'6.85 MI W FROM EAST LAS VEGAS.
 GR1034'0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT EAST
 GR1034'LAS VEGAS, THENCE 6.3 MILES WEST ALONG TROPICANA AVENUE, 0.35 MILE
 GR1034'WEST OF THE JUNCTION OF PARADISE ROAD, ACROSS THE AVENUE FROM THE
 GR1034'SOUTHEAST CORNER OF THE TROPICANA TRAVEL LODGE MOBIL HOME PARK, 49
 GR1034'FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 127 FEET WEST OF THE
 GR1034'CENTER LINE OF A ROAD SOUTH, 1 1/2 EAST OF POWER POLE 4596 WITH TWO
 GR1034'GUY WIRES, 1.8 FEET WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 GR1034'THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 GR1034'ABOVE THE GROUND.
 GR1034
 GR1034                          STATION RECOVERY (1973)
 GR1034
 GR1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GR1034'RECOVERED IN GOOD CONDITION.
 GR1034
 GR1034                          STATION RECOVERY (1990)
 GR1034
 GR1034'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR1034'MARK NOT FOUND.
 GR1034
 GR1034                          STATION RECOVERY (1996)
 GR1034
 GR1034'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0271 ***********************************************************************
 KR0271  DESIGNATION -  M 371
 KR0271  PID         -  KR0271
 KR0271  STATE/COUNTY-  NV/CHURCHILL
 KR0271  USGS QUAD   -  FALLON (1985)
 KR0271
 KR0271                         *CURRENT SURVEY CONTROL
 KR0271  ___________________________________________________________________
 KR0271* NAD 83(1986)-  39 29 07.     (N)    118 50 05.     (W)     SCALED    
 KR0271* NAVD 88     -      1215.001  (meters)    3986.22   (feet)  ADJUSTED  
 KR0271  ___________________________________________________________________
 KR0271  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR0271  DYNAMIC HT  -        1213.960 (meters)    3982.80  (feet)  COMP
 KR0271  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 KR0271
 KR0271  VERT ORDER  -  FIRST     CLASS II
 KR0271
 KR0271.The horizontal coordinates were scaled from a topographic map and have
 KR0271.an estimated accuracy of +/- 6 seconds.
 KR0271
 KR0271.The orthometric height was determined by differential leveling
 KR0271.and adjusted by the National Geodetic Survey in June 1991..
 KR0271
 KR0271.The geoid height was determined by GEOID03.
 KR0271
 KR0271.The dynamic height is computed by dividing the NAVD 88
 KR0271.geopotential number by the normal gravity value computed on the
 KR0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0271.degrees latitude (g = 980.6199 gals.).
 KR0271
 KR0271.The modeled gravity was interpolated from observed gravity values.
 KR0271
 KR0271;                    North         East    Units  Estimated Accuracy
 KR0271;SPC NV W     - 4,525,500.      778,380.      MT  (+/- 180 meters Scaled)
 KR0271
 KR0271                          SUPERSEDED SURVEY CONTROL
 KR0271
 KR0271  NGVD 29 (??/??/92) 1214.048  (m)         3983.09   (f) ADJ UNCH    1 2
 KR0271
 KR0271.Superseded values are not recommended for survey control.
 KR0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0271.See file dsdata.txt to determine how the superseded data were derived.
 KR0271
 KR0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD422722(NAD 83)
 KR0271_MARKER: DB = BENCH MARK DISK
 KR0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0271_SP_SET: ABUTMENT
 KR0271_STAMPING: M 371 1967
 KR0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0271+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 KR0271
 KR0271  HISTORY     - Date     Condition        Report By
 KR0271  HISTORY     - 1967     MONUMENTED       CGS
 KR0271  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0271  HISTORY     - 20011019 GOOD             NVGS
 KR0271
 KR0271                          STATION DESCRIPTION
 KR0271
 KR0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KR0271'2.8 MI W FROM FALLON.
 KR0271'ABOUT 2.8 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0271'THE STATION AT FALLON, IN SECTION 27, T 19 N, R 28 E, 0.2 MILE EAST OF
 KR0271'A CROSSING OF THE RAILROAD AND A ROAD, 7 FEET NORTH OF THE NORTH RAIL
 KR0271'OF THE TRACK, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 KR0271'ABUTMENT OF A RAILROAD BRIDGE, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KR0271'TRACK.
 KR0271
 KR0271                          STATION RECOVERY (1986)
 KR0271
 KR0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0271'NOT RECOVERED.
 KR0271
 KR0271                          STATION RECOVERY (2001)
 KR0271
 KR0271'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0168 ***********************************************************************
 KR0168  DESIGNATION -  M 372
 KR0168  PID         -  KR0168
 KR0168  STATE/COUNTY-  NV/CHURCHILL
 KR0168  USGS QUAD   -  BELL MOUNTAIN (1972)
 KR0168
 KR0168                         *CURRENT SURVEY CONTROL
 KR0168  ___________________________________________________________________
 KR0168* NAD 83(1986)-  39 09 27.     (N)    118 01 34.     (W)     SCALED    
 KR0168* NAVD 88     -      1713.852  (meters)    5622.86   (feet)  ADJUSTED  
 KR0168  ___________________________________________________________________
 KR0168  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 KR0168  DYNAMIC HT  -        1712.126 (meters)    5617.20  (feet)  COMP
 KR0168  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 KR0168
 KR0168  VERT ORDER  -  FIRST     CLASS II
 KR0168
 KR0168.The horizontal coordinates were scaled from a topographic map and have
 KR0168.an estimated accuracy of +/- 6 seconds.
 KR0168
 KR0168.The orthometric height was determined by differential leveling
 KR0168.and adjusted by the National Geodetic Survey in June 1991..
 KR0168
 KR0168.The geoid height was determined by GEOID03.
 KR0168
 KR0168.The dynamic height is computed by dividing the NAVD 88
 KR0168.geopotential number by the normal gravity value computed on the
 KR0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0168.degrees latitude (g = 980.6199 gals.).
 KR0168
 KR0168.The modeled gravity was interpolated from observed gravity values.
 KR0168
 KR0168;                    North         East    Units  Estimated Accuracy
 KR0168;SPC NV W     - 4,489,230.      848,160.      MT  (+/- 180 meters Scaled)
 KR0168
 KR0168                          SUPERSEDED SURVEY CONTROL
 KR0168
 KR0168.No superseded survey control is available for this station.
 KR0168
 KR0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD113347(NAD 83)
 KR0168_MARKER: DB = BENCH MARK DISK
 KR0168_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KR0168_SP_SET: 13 FT
 KR0168_STAMPING: M 372 1967
 KR0168_MARK LOGO: CGS   
 KR0168_PROJECTION: PROJECTING 12 CENTIMETERS
 KR0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0168_ROD/PIPE-DEPTH: 4.0  meters
 KR0168
 KR0168  HISTORY     - Date     Condition        Report By
 KR0168  HISTORY     - 1967     MONUMENTED       CGS
 KR0168  HISTORY     - 1984     GOOD             NGS
 KR0168
 KR0168                          STATION DESCRIPTION
 KR0168
 KR0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KR0168'17.6 MI SW FROM EASTGATE.
 KR0168'ABOUT 8.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0168'EASTGATE, THENCE 9.4 MILES SOUTH ALONG STATE HIGHWAY 23, 0.15 MILE
 KR0168'NORTH OF A 36-INCH CORRUGATED METAL CULVERT UNDER THE HIGHWAY, 67 FEET
 KR0168'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT EAST OF A METAL
 KR0168'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ON
 KR0168'THE TOP OF A 5/8 INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 KR0168'13 FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 5 INCHES.
 KR0168
 KR0168                          STATION RECOVERY (1984)
 KR0168
 KR0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KR0168'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM
 KR0168'(4.9 MI) WEST ALONG STATE HIGHWAY 722 FROM THE SERVICE STATION AND BAR
 KR0168'AT EASTGATE, THENCE 5.0 KM (3.1 MI) WEST ALONG US HIGHWAY 50, THENCE
 KR0168'15.3 KM (9.5 MI) SOUTH ALONG STATE HIGHWAY 361, 0.2 KM (0.15 MI) NORTH
 KR0168'OF A 36-INCH CORRUGATED METAL PIPE CULVERT, 20.4 METERS (67 FT) SOUTH
 KR0168'OF THE HIGHWAY CENTERLINE AND 0.7 FEET EAST OF A METAL WITNESS POST.
 KR0168'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0178 ***********************************************************************
 HQ0178  DESIGNATION -  M 373
 HQ0178  PID         -  HQ0178
 HQ0178  STATE/COUNTY-  NV/NYE
 HQ0178  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0178
 HQ0178                         *CURRENT SURVEY CONTROL
 HQ0178  ___________________________________________________________________
 HQ0178* NAD 83(1986)-  37 47 20.     (N)    116 45 19.     (W)     SCALED    
 HQ0178* NAVD 88     -      1682.367  (meters)    5519.57   (feet)  ADJUSTED  
 HQ0178  ___________________________________________________________________
 HQ0178  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 HQ0178  DYNAMIC HT  -        1680.479 (meters)    5513.37  (feet)  COMP
 HQ0178  MODELED GRAV-     979,448.0   (mgal)                       NAVD 88
 HQ0178
 HQ0178  VERT ORDER  -  FIRST     CLASS II
 HQ0178
 HQ0178.The horizontal coordinates were scaled from a topographic map and have
 HQ0178.an estimated accuracy of +/- 6 seconds.
 HQ0178
 HQ0178.The orthometric height was determined by differential leveling
 HQ0178.and adjusted by the National Geodetic Survey in June 1991..
 HQ0178
 HQ0178.The geoid height was determined by GEOID03.
 HQ0178
 HQ0178.The dynamic height is computed by dividing the NAVD 88
 HQ0178.geopotential number by the normal gravity value computed on the
 HQ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0178.degrees latitude (g = 980.6199 gals.).
 HQ0178
 HQ0178.The modeled gravity was interpolated from observed gravity values.
 HQ0178
 HQ0178;                    North         East    Units  Estimated Accuracy
 HQ0178;SPC NV C     - 6,337,180.      492,200.      MT  (+/- 180 meters Scaled)
 HQ0178
 HQ0178                          SUPERSEDED SURVEY CONTROL
 HQ0178
 HQ0178.No superseded survey control is available for this station.
 HQ0178
 HQ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB215824(NAD 83)
 HQ0178_MARKER: DB = BENCH MARK DISK
 HQ0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0178_SP_SET: WATER TOWER LEG FOUNDATION
 HQ0178_STAMPING: M 373 1968
 HQ0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0178
 HQ0178  HISTORY     - Date     Condition        Report By
 HQ0178  HISTORY     - 1968     MONUMENTED       CGS
 HQ0178
 HQ0178                          STATION DESCRIPTION
 HQ0178
 HQ0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0178'7.1 MI S FROM TONOPAH TEST RANGE.
 HQ0178'7.1 MILES SOUTH ALONG AN ASPHALT ROAD FROM POINT ABLE AT TONOPAH
 HQ0178'TEST RANGE, AT THE C. P. COMPLEX, IN THE TOP OF THE NORTH CORNER
 HQ0178'OF THE CONCRETE FOUNDATION OF THE NORTHEAST STEEL LEG OF AN
 HQ0178'ELEVATED WATER TOWER, AND ABOUT 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1239 ***********************************************************************
 KR1239  DESIGNATION -  M 374
 KR1239  PID         -  KR1239
 KR1239  STATE/COUNTY-  NV/WASHOE
 KR1239  USGS QUAD   -  VISTA (1982)
 KR1239
 KR1239                         *CURRENT SURVEY CONTROL
 KR1239  ___________________________________________________________________
 KR1239* NAD 83(1986)-  39 30 39.     (N)    119 39 10.     (W)     SCALED    
 KR1239* NAVD 88     -      1338.056  (meters)    4389.94   (feet)  ADJUSTED  
 KR1239  ___________________________________________________________________
 KR1239  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KR1239  DYNAMIC HT  -        1336.869 (meters)    4386.04  (feet)  COMP
 KR1239  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 KR1239
 KR1239  VERT ORDER  -  FIRST     CLASS I
 KR1239
 KR1239.The horizontal coordinates were scaled from a topographic map and have
 KR1239.an estimated accuracy of +/- 6 seconds.
 KR1239
 KR1239.The orthometric height was determined by differential leveling
 KR1239.and adjusted by the National Geodetic Survey in June 1991..
 KR1239
 KR1239.The geoid height was determined by GEOID03.
 KR1239
 KR1239.The dynamic height is computed by dividing the NAVD 88
 KR1239.geopotential number by the normal gravity value computed on the
 KR1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1239.degrees latitude (g = 980.6199 gals.).
 KR1239
 KR1239.The modeled gravity was interpolated from observed gravity values.
 KR1239
 KR1239;                    North         East    Units  Estimated Accuracy
 KR1239;SPC NV W     - 4,528,850.      708,040.      MT  (+/- 180 meters Scaled)
 KR1239
 KR1239                          SUPERSEDED SURVEY CONTROL
 KR1239
 KR1239  NGVD 29 (??/??/92) 1337.02   (m)         4386.5    (f) COMPUTED    1 1
 KR1239
 KR1239.Superseded values are not recommended for survey control.
 KR1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1239.See file dsdata.txt to determine how the superseded data were derived.
 KR1239
 KR1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD719768(NAD 83)
 KR1239_MARKER: DB = BENCH MARK DISK
 KR1239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR1239_SP_SET: PIER
 KR1239_STAMPING: M 374 1969
 KR1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1239+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 KR1239
 KR1239  HISTORY     - Date     Condition        Report By
 KR1239  HISTORY     - 1969     MONUMENTED       CGS
 KR1239  HISTORY     - 20030908 GOOD             USPSQD
 KR1239
 KR1239                          STATION DESCRIPTION
 KR1239
 KR1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KR1239'5.05 MI E FROM SPARKS.
 KR1239'5.05 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1239'MCCARRAN BOULEVARD OVERPASS AT SPARKS, 5 POLES WEST OF MILEPOLE 252,
 KR1239'AT LOCKWOOD ROAD OVERPASS, SET VERTICALLY IN THE NORTH FACE OF THE
 KR1239'FIRST CONCRETE PIER SOUTH OF THE TRACKS, 13.0 FEET SOUTH OF THE SOUTH
 KR1239'RAIL, 2.2 FEET WEST OF THE EAST END OF THE PIER, ABOUT 2 FEET HIGHER
 KR1239'THAN THE TRACK AND 2.5 FEET ABOVE THE GROUND.  SECTION 17, T 19N, R
 KR1239'21E.
 KR1239
 KR1239                          STATION RECOVERY (2003)
 KR1239
 KR1239'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0312 ***********************************************************************
 MT0312  DESIGNATION -  M 38
 MT0312  PID         -  MT0312
 MT0312  STATE/COUNTY-  NV/ELKO
 MT0312  USGS QUAD   -  WELLS (1982)
 MT0312
 MT0312                         *CURRENT SURVEY CONTROL
 MT0312  ___________________________________________________________________
 MT0312* NAD 83(1986)-  41 02 36.     (N)    114 58 41.     (W)     SCALED    
 MT0312* NAVD 88     -      1758.283  (meters)    5768.63   (feet)  ADJUSTED  
 MT0312  ___________________________________________________________________
 MT0312  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 MT0312  DYNAMIC HT  -        1756.799 (meters)    5763.76  (feet)  COMP
 MT0312  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 MT0312
 MT0312  VERT ORDER  -  SECOND    CLASS 0
 MT0312
 MT0312.The horizontal coordinates were scaled from a topographic map and have
 MT0312.an estimated accuracy of +/- 6 seconds.
 MT0312
 MT0312.The orthometric height was determined by differential leveling
 MT0312.and adjusted by the National Geodetic Survey in June 1991..
 MT0312
 MT0312.The geoid height was determined by GEOID03.
 MT0312
 MT0312.The dynamic height is computed by dividing the NAVD 88
 MT0312.geopotential number by the normal gravity value computed on the
 MT0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0312.degrees latitude (g = 980.6199 gals.).
 MT0312
 MT0312.The modeled gravity was interpolated from observed gravity values.
 MT0312
 MT0312;                    North         East    Units  Estimated Accuracy
 MT0312;SPC NV E     - 8,698,630.      250,890.      MT  (+/- 180 meters Scaled)
 MT0312
 MT0312                          SUPERSEDED SURVEY CONTROL
 MT0312
 MT0312  NGVD 29 (??/??/92) 1757.106  (m)         5764.77   (f) ADJ UNCH    2 0
 MT0312
 MT0312.Superseded values are not recommended for survey control.
 MT0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0312.See file dsdata.txt to determine how the superseded data were derived.
 MT0312
 MT0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF699455(NAD 83)
 MT0312_MARKER: DB = BENCH MARK DISK
 MT0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0312_STAMPING: M 38 1934
 MT0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0312+STABILITY: SURFACE MOTION
 MT0312
 MT0312  HISTORY     - Date     Condition        Report By
 MT0312  HISTORY     - 1934     MONUMENTED       CGS
 MT0312  HISTORY     - 1968     MARK NOT FOUND   USGS
 MT0312
 MT0312                          STATION DESCRIPTION
 MT0312
 MT0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0312'5.4 MI E FROM WELLS.
 MT0312'5.4 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 MT0312'AT WELLS, ELKO COUNTY, 87 FEET EAST OF MILEPOST 722, 69 FEET WEST OF
 MT0312'TELEPHONE POLE 168, 42 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 MT0312'AT THE EAST EDGE OF A DIM WAGON ROAD.  A STANDARD DISK, STAMPED M 38
 MT0312'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MT0312
 MT0312                          STATION RECOVERY (1968)
 MT0312
 MT0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0158 ***********************************************************************
 KR0158  DESIGNATION -  M 381
 KR0158  PID         -  KR0158
 KR0158  STATE/COUNTY-  NV/CHURCHILL
 KR0158  USGS QUAD   -  BELL MOUNTAIN (1972)
 KR0158
 KR0158                         *CURRENT SURVEY CONTROL
 KR0158  ___________________________________________________________________
 KR0158* NAD 83(1986)-  39 14 01.     (N)    118 01 02.     (W)     SCALED    
 KR0158* NAVD 88     -      1552.65   (+/-2cm)    5094.0    (feet)  VERTCON   
 KR0158  ___________________________________________________________________
 KR0158  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 KR0158
 KR0158  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0158
 KR0158.The horizontal coordinates were scaled from a topographic map and have
 KR0158.an estimated accuracy of +/- 6 seconds.
 KR0158
 KR0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0158.The vertical order pertains to the NGVD 29 superseded value.
 KR0158
 KR0158.The geoid height was determined by GEOID03.
 KR0158
 KR0158;                    North         East    Units  Estimated Accuracy
 KR0158;SPC NV W     - 4,497,680.      848,870.      MT  (+/- 180 meters Scaled)
 KR0158
 KR0158                          SUPERSEDED SURVEY CONTROL
 KR0158
 KR0158  NGVD 29 (??/??/92) 1551.515  (m)         5090.26   (f) ADJ UNCH    1 2
 KR0158
 KR0158.Superseded values are not recommended for survey control.
 KR0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0158.See file dsdata.txt to determine how the superseded data were derived.
 KR0158
 KR0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD122431(NAD 83)
 KR0158_MARKER: DB = BENCH MARK DISK
 KR0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0158_STAMPING: M 381 1955
 KR0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0158+STABILITY: SURFACE MOTION
 KR0158
 KR0158  HISTORY     - Date     Condition        Report By
 KR0158  HISTORY     - 1955     MONUMENTED       CGS
 KR0158  HISTORY     - 1967     MARK NOT FOUND   NGS
 KR0158  HISTORY     - 1984     MARK NOT FOUND   NGS
 KR0158
 KR0158                          STATION DESCRIPTION
 KR0158
 KR0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0158'11.9 MI SW FROM EASTGATE.
 KR0158'7.9 MILES WEST ALONG U. S. HIGHWAY 50 FROM THE SERVICE STATION AND BAR
 KR0158'AT EASTGATE, THENCE 4.0 MILES SOUTH ALONG STATE HIGHWAY 23, NEAR THE
 KR0158'TOP OF A SMALL RISE, ABOUT 80 YARDS NORTH OF THE APPROXIMATE CENTER OF
 KR0158'A DIP IN THE HIGHWAY AND THE NORTH END OF A BARROW PIT, 41 1/2 FEET
 KR0158'WEST OF THE CENTER LINE OF THE HIGHWAY, 19 1/2 FEET NORTHWEST OF THE
 KR0158'APPROXIMATE CENTER OF A SMALL DRY WASH, 1.7 FEET EAST OF A WITNESS
 KR0158'POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 KR0158'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KR0158
 KR0158                          STATION RECOVERY (1967)
 KR0158
 KR0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KR0158'MARK NOT FOUND.
 KR0158
 KR0158                          STATION RECOVERY (1984)
 KR0158
 KR0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KR0158'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0159 ***********************************************************************
 KR0159  DESIGNATION -  M 381 RESET
 KR0159  PID         -  KR0159
 KR0159  STATE/COUNTY-  NV/CHURCHILL
 KR0159  USGS QUAD   -  BELL MOUNTAIN (1972)
 KR0159
 KR0159                         *CURRENT SURVEY CONTROL
 KR0159  ___________________________________________________________________
 KR0159* NAD 83(1986)-  39 14 02.     (N)    118 01 02.     (W)     SCALED    
 KR0159* NAVD 88     -      1552.856  (meters)    5094.66   (feet)  ADJUSTED  
 KR0159  ___________________________________________________________________
 KR0159  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 KR0159  DYNAMIC HT  -        1551.358 (meters)    5089.75  (feet)  COMP
 KR0159  MODELED GRAV-     979,607.7   (mgal)                       NAVD 88
 KR0159
 KR0159  VERT ORDER  -  FIRST     CLASS II
 KR0159
 KR0159.The horizontal coordinates were scaled from a topographic map and have
 KR0159.an estimated accuracy of +/- 6 seconds.
 KR0159
 KR0159.The orthometric height was determined by differential leveling
 KR0159.and adjusted by the National Geodetic Survey in June 1991..
 KR0159
 KR0159.The geoid height was determined by GEOID03.
 KR0159
 KR0159.The dynamic height is computed by dividing the NAVD 88
 KR0159.geopotential number by the normal gravity value computed on the
 KR0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0159.degrees latitude (g = 980.6199 gals.).
 KR0159
 KR0159.The modeled gravity was interpolated from observed gravity values.
 KR0159
 KR0159;                    North         East    Units  Estimated Accuracy
 KR0159;SPC NV W     - 4,497,710.      848,870.      MT  (+/- 180 meters Scaled)
 KR0159
 KR0159                          SUPERSEDED SURVEY CONTROL
 KR0159
 KR0159.No superseded survey control is available for this station.
 KR0159
 KR0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD122432(NAD 83)
 KR0159_MARKER: DB = BENCH MARK DISK
 KR0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0159_STAMPING: M 381 RESET 1956
 KR0159_MARK LOGO: CGS   
 KR0159_PROJECTION: PROJECTING 10 CENTIMETERS
 KR0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0159+STABILITY: SURFACE MOTION
 KR0159
 KR0159  HISTORY     - Date     Condition        Report By
 KR0159  HISTORY     - 1956     MONUMENTED       CGS
 KR0159  HISTORY     - 1967     GOOD             NGS
 KR0159  HISTORY     - 1984     GOOD             NGS
 KR0159
 KR0159                          STATION DESCRIPTION
 KR0159
 KR0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0159'12.3 MI SW FROM EASTGATE.
 KR0159'ABOUT 8.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0159'EASTGATE, THENCE 4.1 MILES SOUTH ALONG STATE HIGHWAY 23, 128 1/2 FEET
 KR0159'WEST OF THE CENTER LINE OF THE HIGHWAY, 0.9 FOOT SOUTH OF A METAL
 KR0159'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 KR0159'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 KR0159
 KR0159                          STATION RECOVERY (1984)
 KR0159
 KR0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KR0159'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM
 KR0159'(4.9 MI) WEST ALONG STATE HIGHWAY 722 FROM THE SERVICE STATION AND BAR
 KR0159'AT EASTGATE, THENCE 5.0 KM (3.1 MI) WEST ALONG US HIGHWAY 50, THENCE
 KR0159'6.8 KM (4.2 MI) SOUTH ALONG STATE HIGHWAY 361, NEAR THE TOP OF A RISE,
 KR0159'39.2 METERS (128.5 FT) WEST OF THE HIGHWAY CENTERLINE.
 KR0159'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 KR0159'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0410 ***********************************************************************
 JQ0410  DESIGNATION -  M 382
 JQ0410  PID         -  JQ0410
 JQ0410  STATE/COUNTY-  NV/NYE
 JQ0410  USGS QUAD   -  GRANNY GOOSE WELL (1980)
 JQ0410
 JQ0410                         *CURRENT SURVEY CONTROL
 JQ0410  ___________________________________________________________________
 JQ0410* NAD 83(1986)-  38 44 40.     (N)    117 57 40.     (W)     SCALED    
 JQ0410* NAVD 88     -      1607.08   (+/-2cm)    5272.6    (feet)  VERTCON   
 JQ0410  ___________________________________________________________________
 JQ0410  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 JQ0410
 JQ0410  VERT ORDER  -  FIRST     CLASS II (See Below)
 JQ0410
 JQ0410.The horizontal coordinates were scaled from a topographic map and have
 JQ0410.an estimated accuracy of +/- 6 seconds.
 JQ0410
 JQ0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0410.The vertical order pertains to the NGVD 29 superseded value.
 JQ0410
 JQ0410.The geoid height was determined by GEOID03.
 JQ0410
 JQ0410;                    North         East    Units  Estimated Accuracy
 JQ0410;SPC NV C     - 6,444,030.      387,470.      MT  (+/- 180 meters Scaled)
 JQ0410
 JQ0410                          SUPERSEDED SURVEY CONTROL
 JQ0410
 JQ0410  NGVD 29 (??/??/92) 1605.922  (m)         5268.76   (f) ADJ UNCH    1 2
 JQ0410
 JQ0410.Superseded values are not recommended for survey control.
 JQ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0410.See file dsdata.txt to determine how the superseded data were derived.
 JQ0410
 JQ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC164888(NAD 83)
 JQ0410_MARKER: DB = BENCH MARK DISK
 JQ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0410_SP_SET: CONCRETE POST
 JQ0410_STAMPING: M 382 1955
 JQ0410_MARK LOGO: CGS   
 JQ0410_MAGNETIC: N = NO MAGNETIC MATERIAL
 JQ0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0410+STABILITY: SURFACE MOTION
 JQ0410
 JQ0410  HISTORY     - Date     Condition        Report By
 JQ0410  HISTORY     - 1955     MONUMENTED       CGS
 JQ0410  HISTORY     - 19900407 MARK NOT FOUND   LOCENG
 JQ0410
 JQ0410                          STATION DESCRIPTION
 JQ0410
 JQ0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JQ0410'5.8 MI W FROM GOLDYKE.
 JQ0410'5.8 MILES WEST ALONG A GRADED ROAD FROM THE SPRING AT GOLDYKE, ABOUT
 JQ0410'0.2 MILE NORTHWEST OF A SUMMIT, 0.3 MILE SOUTHEAST OF THE T JUNCTION
 JQ0410'OF A TRACK ROAD LEADING SOUTHWEST, 0.15 MILE SOUTHEAST OF THE Y
 JQ0410'JUNCTION OF A DIM TRACK ROAD LEADING SOUTH, 56 FEET SOUTHWEST OF THE
 JQ0410'CENTER LINE OF THE ROAD, 2.2 FEET NORTHEAST OF A WITNESS POST, ABOUT
 JQ0410'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JQ0410'0.5 FOOT ABOVE THE GROUND.
 JQ0410
 JQ0410                          STATION RECOVERY (1990)
 JQ0410
 JQ0410'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 JQ0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0628 ***********************************************************************
 JQ0628  DESIGNATION -  M 382 RESET
 JQ0628  PID         -  JQ0628
 JQ0628  STATE/COUNTY-  NV/NYE
 JQ0628  USGS QUAD   -  GRANNY GOOSE WELL (1980)
 JQ0628
 JQ0628                         *CURRENT SURVEY CONTROL
 JQ0628  ___________________________________________________________________
 JQ0628* NAD 83(1986)-  38 44 40.     (N)    117 57 40.     (W)     SCALED    
 JQ0628* NAVD 88     -      1611.40   (+/-2cm)    5286.7    (feet)  VERTCON   
 JQ0628  ___________________________________________________________________
 JQ0628  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 JQ0628
 JQ0628  VERT ORDER  -  THIRD (See Below)
 JQ0628
 JQ0628.The horizontal coordinates were scaled from a topographic map and have
 JQ0628.an estimated accuracy of +/- 6 seconds.
 JQ0628
 JQ0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0628.The vertical order pertains to the NGVD 29 superseded value.
 JQ0628
 JQ0628.The geoid height was determined by GEOID03.
 JQ0628
 JQ0628;                    North         East    Units  Estimated Accuracy
 JQ0628;SPC NV C     - 6,444,030.      387,470.      MT  (+/- 180 meters Scaled)
 JQ0628
 JQ0628                          SUPERSEDED SURVEY CONTROL
 JQ0628
 JQ0628  NGVD 29 (07/31/00) 1610.24   (m)         5282.9    (f) RESET       3  
 JQ0628
 JQ0628.Superseded values are not recommended for survey control.
 JQ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0628.See file dsdata.txt to determine how the superseded data were derived.
 JQ0628
 JQ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC164888(NAD 83)
 JQ0628_MARKER: DV = VERTICAL CONTROL DISK
 JQ0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0628_SP_SET: CONCRETE POST
 JQ0628_MARK LOGO: NGS   
 JQ0628_MAGNETIC: N = NO MAGNETIC MATERIAL
 JQ0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0628+STABILITY: SURFACE MOTION
 JQ0628
 JQ0628  HISTORY     - Date     Condition        Report By
 JQ0628  HISTORY     - 1990     MONUMENTED       LOCENG
 JQ0628
 JQ0628                          STATION DESCRIPTION
 JQ0628
 JQ0628'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 JQ0628'FROM GABBS POST OFFICE TRAVEL SOUTHWEST ON HIGHWAY 361 FOR 3 MILES,
 JQ0628'TURN LEFT ON ROUTE 89, TRAVEL 4.5 MILES (7.2 KM) TO FMC GOLD ACCESS
 JQ0628'ROAD, TRAVEL 1.8 MILES (2.9 KM) TO MAIN SECURITY GATE, FROM MAIN
 JQ0628'SECURITY GATE TRAVEL EAST 1 MILE (1.6 KM) TO POINT, LOCATED AT SOUTH
 JQ0628'CORNER OF FMC GOLDS PRATT POND ACCESS ROAD, POINT HAS A MAPPING
 JQ0628'BEARING OF S82-02-39W AND 1352.93 FEET (412.37 M) FROM ORIGINAL
 JQ0628'POINT, SET IN TOP OF A CONCRETE POST PROJECTING 24 INCHES ABOVE
 JQ0628'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0125 ***********************************************************************
 KR0125  DESIGNATION -  M 383
 KR0125  PID         -  KR0125
 KR0125  STATE/COUNTY-  NV/CHURCHILL
 KR0125  USGS QUAD   -  FRENCHMAN (1980)
 KR0125
 KR0125                         *CURRENT SURVEY CONTROL
 KR0125  ___________________________________________________________________
 KR0125* NAD 83(1986)-  39 16 41.     (N)    118 16 53.     (W)     SCALED    
 KR0125* NAVD 88     -      1268.949  (meters)    4163.21   (feet)  ADJUSTED  
 KR0125  ___________________________________________________________________
 KR0125  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 KR0125  DYNAMIC HT  -        1267.780 (meters)    4159.37  (feet)  COMP
 KR0125  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 KR0125
 KR0125  VERT ORDER  -  FIRST     CLASS II
 KR0125
 KR0125.The horizontal coordinates were scaled from a topographic map and have
 KR0125.an estimated accuracy of +/- 6 seconds.
 KR0125
 KR0125.The orthometric height was determined by differential leveling
 KR0125.and adjusted by the National Geodetic Survey in June 1991..
 KR0125.WARNING-Repeat measurements at this control monument indicate possible
 KR0125.vertical movement.
 KR0125
 KR0125.The geoid height was determined by GEOID03.
 KR0125
 KR0125.The dynamic height is computed by dividing the NAVD 88
 KR0125.geopotential number by the normal gravity value computed on the
 KR0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0125.degrees latitude (g = 980.6199 gals.).
 KR0125
 KR0125.The modeled gravity was interpolated from observed gravity values.
 KR0125
 KR0125;                    North         East    Units  Estimated Accuracy
 KR0125;SPC NV W     - 4,502,510.      826,050.      MT  (+/- 180 meters Scaled)
 KR0125
 KR0125                          SUPERSEDED SURVEY CONTROL
 KR0125
 KR0125  NGVD 29 (??/??/92) 1267.940  (m)         4159.90   (f) ADJ UNCH    1 2
 KR0125
 KR0125.Superseded values are not recommended for survey control.
 KR0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0125.See file dsdata.txt to determine how the superseded data were derived.
 KR0125
 KR0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD894484(NAD 83)
 KR0125_MARKER: DB = BENCH MARK DISK
 KR0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0125_SP_SET: CONCRETE POST
 KR0125_STAMPING: M 383 1955
 KR0125_MARK LOGO: CGS   
 KR0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0125+STABILITY: SURFACE MOTION
 KR0125
 KR0125  HISTORY     - Date     Condition        Report By
 KR0125  HISTORY     - 1955     MONUMENTED       CGS
 KR0125  HISTORY     - 1967     GOOD             NGS
 KR0125  HISTORY     - 1986     GOOD             NGS
 KR0125
 KR0125                          STATION DESCRIPTION
 KR0125
 KR0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0125'0.5 MI W FROM FRENCHMAN STATION.
 KR0125'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0125'FRENCHMAN STATION, IN SECTION 4, T 16 N, R 33 E, 162 YARDS EAST OF THE
 KR0125'CENTER OF A 3- X 4-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 83 1/2
 KR0125'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.1 MILE WEST OF BENCH
 KR0125'MARK L 383 1955, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 KR0125'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KR0125'WHICH PROJECTS 4 INCHES.
 KR0125
 KR0125                          STATION RECOVERY (1986)
 KR0125
 KR0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0235 ***********************************************************************
 KQ0235  DESIGNATION -  M 384
 KQ0235  PID         -  KQ0235
 KQ0235  STATE/COUNTY-  NV/LANDER
 KQ0235  USGS QUAD   -  GANDOLFO CANYON (1980)
 KQ0235
 KQ0235                         *CURRENT SURVEY CONTROL
 KQ0235  ___________________________________________________________________
 KQ0235* NAD 83(1986)-  39 24 18.     (N)    117 17 27.     (W)     SCALED    
 KQ0235* NAVD 88     -      1771.317  (meters)    5811.40   (feet)  ADJUSTED  
 KQ0235  ___________________________________________________________________
 KQ0235  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 KQ0235  DYNAMIC HT  -        1769.517 (meters)    5805.49  (feet)  COMP
 KQ0235  MODELED GRAV-     979,548.6   (mgal)                       NAVD 88
 KQ0235
 KQ0235  VERT ORDER  -  FIRST     CLASS II
 KQ0235
 KQ0235.The horizontal coordinates were scaled from a topographic map and have
 KQ0235.an estimated accuracy of +/- 6 seconds.
 KQ0235
 KQ0235.The orthometric height was determined by differential leveling
 KQ0235.and adjusted by the National Geodetic Survey in June 1991..
 KQ0235
 KQ0235.The geoid height was determined by GEOID03.
 KQ0235
 KQ0235.The dynamic height is computed by dividing the NAVD 88
 KQ0235.geopotential number by the normal gravity value computed on the
 KQ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0235.degrees latitude (g = 980.6199 gals.).
 KQ0235
 KQ0235.The modeled gravity was interpolated from observed gravity values.
 KQ0235
 KQ0235;                    North         East    Units  Estimated Accuracy
 KQ0235;SPC NV C     - 6,516,740.      446,250.      MT  (+/- 180 meters Scaled)
 KQ0235
 KQ0235                          SUPERSEDED SURVEY CONTROL
 KQ0235
 KQ0235  NGVD 29 (??/??/92) 1770.083  (m)         5807.35   (f) ADJ UNCH    1 2
 KQ0235
 KQ0235.Superseded values are not recommended for survey control.
 KQ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0235.See file dsdata.txt to determine how the superseded data were derived.
 KQ0235
 KQ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD749617(NAD 83)
 KQ0235_MARKER: DB = BENCH MARK DISK
 KQ0235_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KQ0235_SP_SET: CULVERT HEADWALL
 KQ0235_STAMPING: M 384 1955
 KQ0235_MARK LOGO: CGS   
 KQ0235_MAGNETIC: N = NO MAGNETIC MATERIAL
 KQ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0235+STABILITY: SURFACE MOTION
 KQ0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KQ0235+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 KQ0235
 KQ0235  HISTORY     - Date     Condition        Report By
 KQ0235  HISTORY     - 1955     MONUMENTED       CGS
 KQ0235  HISTORY     - 1985     GOOD             NGS
 KQ0235  HISTORY     - 20040521 GOOD             NGS
 KQ0235
 KQ0235                          STATION DESCRIPTION
 KQ0235
 KQ0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0235'14.0 MI SW FROM AUSTIN.
 KQ0235'14.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0235'AT AUSTIN, AT A 24-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP OF
 KQ0235'THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL, 24.3 FEET
 KQ0235'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER
 KQ0235'THAN THE HIGHWAY.
 KQ0235
 KQ0235                          STATION RECOVERY (1985)
 KQ0235
 KQ0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0235'RECOVERED IN GOOD CONDITION.  NEW ROUTE TO BM FOLLOWS.  5.1 KM
 KQ0235'(3.2 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0235'AUSTIN, THENCE 18.02 KM (11.2 MI) SOUTHWEST ALONG STATE HIGHWAY 722.
 KQ0235
 KQ0235                          STATION RECOVERY (2004)
 KQ0235
 KQ0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 KQ0235'5.1 KM WESTERLY ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE IN
 KQ0235'AUSTIN, THENCE 18.2  KM SOUTHWESTERLY ALONG STATE HIGHWAY 722, IN TOP
 KQ0235'OF AND NEAR THE NORTHEAST END OF  THE SOUTHEAST CONCRETE HEADWALL OF A
 KQ0235'CULVERT UNDER THE HIGHWAY, NEAR MILEPOST 30.2,  7.3 M SOUTHEAST OF THE
 KQ0235'HIGHWAY CENTERLINE, AND 0.3 M BELOW THE LEVEL OF THE HIGHWAY.
 KQ0235'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0154 ***********************************************************************
 KQ0154  DESIGNATION -  M 385
 KQ0154  PID         -  KQ0154
 KQ0154  STATE/COUNTY-  NV/LANDER
 KQ0154  USGS QUAD   -  VIGUS BUTTE (1982)
 KQ0154
 KQ0154                         *CURRENT SURVEY CONTROL
 KQ0154  ___________________________________________________________________
 KQ0154* NAD 83(1986)-  39 33 41.     (N)    117 08 51.     (W)     SCALED    
 KQ0154* NAVD 88     -      1724.509  (meters)    5657.83   (feet)  ADJUSTED  
 KQ0154  ___________________________________________________________________
 KQ0154  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 KQ0154  DYNAMIC HT  -        1722.814 (meters)    5652.27  (feet)  COMP
 KQ0154  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 KQ0154
 KQ0154  VERT ORDER  -  FIRST     CLASS II
 KQ0154
 KQ0154.The horizontal coordinates were scaled from a topographic map and have
 KQ0154.an estimated accuracy of +/- 6 seconds.
 KQ0154
 KQ0154.The orthometric height was determined by differential leveling
 KQ0154.and adjusted by the National Geodetic Survey in June 1991..
 KQ0154
 KQ0154.The geoid height was determined by GEOID03.
 KQ0154
 KQ0154.The dynamic height is computed by dividing the NAVD 88
 KQ0154.geopotential number by the normal gravity value computed on the
 KQ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0154.degrees latitude (g = 980.6199 gals.).
 KQ0154
 KQ0154.The modeled gravity was interpolated from observed gravity values.
 KQ0154
 KQ0154;                    North         East    Units  Estimated Accuracy
 KQ0154;SPC NV C     - 6,534,030.      458,680.      MT  (+/- 180 meters Scaled)
 KQ0154
 KQ0154                          SUPERSEDED SURVEY CONTROL
 KQ0154
 KQ0154  NGVD 29 (??/??/92) 1723.291  (m)         5653.83   (f) ADJ UNCH    1 2
 KQ0154
 KQ0154.Superseded values are not recommended for survey control.
 KQ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0154.See file dsdata.txt to determine how the superseded data were derived.
 KQ0154
 KQ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD873790(NAD 83)
 KQ0154_MARKER: DB = BENCH MARK DISK
 KQ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0154_STAMPING: M 385 1955
 KQ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0154+STABILITY: SURFACE MOTION
 KQ0154
 KQ0154  HISTORY     - Date     Condition        Report By
 KQ0154  HISTORY     - 1955     MONUMENTED       CGS
 KQ0154
 KQ0154                          STATION DESCRIPTION
 KQ0154
 KQ0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0154'9.9 MI N FROM AUSTIN.
 KQ0154'3.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0154'AUSTIN, THENCE 6.7 MILES NORTH ALONG THE ABANDONED NEVADA CENTRAL
 KQ0154'RAILROAD BED, ABOUT 0.6 MILE NORTHWEST OF THE WHITAKER RANCH
 KQ0154'HEADQUARTERS BUILDING, ABOUT 270 YARDS WEST OF A WOODEN BRIDGE ACROSS
 KQ0154'REESE RIVER, DIRECTLY ACROSS THE RAILROAD BED FROM THE POINT OF A
 KQ0154'RIDGE, 84.5 FEET SOUTH OF A FENCE WHICH CROSSES THE RAILROAD BED, 18
 KQ0154'FEET EAST OF THE CENTER LINE OF THE RAILROAD BED, 1.8 FEET SOUTH OF A
 KQ0154'WITNESS POST, ABOUT LEVEL WITH THE RAILROAD BED, AND SET IN THE TOP OF
 KQ0154'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0088 ***********************************************************************
 KR0088  DESIGNATION -  M 386
 KR0088  PID         -  KR0088
 KR0088  STATE/COUNTY-  NV/CHURCHILL
 KR0088  USGS QUAD   -  PIROUETTE MTN (1972)
 KR0088
 KR0088                         *CURRENT SURVEY CONTROL
 KR0088  ___________________________________________________________________
 KR0088* NAD 83(1986)-  39 26 26.     (N)    118 09 16.     (W)     SCALED    
 KR0088* NAVD 88     -      1206.376  (meters)    3957.92   (feet)  ADJUSTED  
 KR0088  ___________________________________________________________________
 KR0088  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 KR0088  DYNAMIC HT  -        1205.310 (meters)    3954.42  (feet)  COMP
 KR0088  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 KR0088
 KR0088  VERT ORDER  -  FIRST     CLASS II
 KR0088
 KR0088.The horizontal coordinates were scaled from a topographic map and have
 KR0088.an estimated accuracy of +/- 6 seconds.
 KR0088
 KR0088.The orthometric height was determined by differential leveling
 KR0088.and adjusted by the National Geodetic Survey in June 1991..
 KR0088.WARNING-Repeat measurements at this control monument indicate possible
 KR0088.vertical movement.
 KR0088
 KR0088.The geoid height was determined by GEOID03.
 KR0088
 KR0088.The dynamic height is computed by dividing the NAVD 88
 KR0088.geopotential number by the normal gravity value computed on the
 KR0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0088.degrees latitude (g = 980.6199 gals.).
 KR0088
 KR0088.The modeled gravity was interpolated from observed gravity values.
 KR0088
 KR0088;                    North         East    Units  Estimated Accuracy
 KR0088;SPC NV W     - 4,520,590.      836,920.      MT  (+/- 180 meters Scaled)
 KR0088
 KR0088                          SUPERSEDED SURVEY CONTROL
 KR0088
 KR0088  NGVD 29 (??/??/92) 1205.369  (m)         3954.61   (f) ADJ UNCH    1 2
 KR0088
 KR0088.Superseded values are not recommended for survey control.
 KR0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0088.See file dsdata.txt to determine how the superseded data were derived.
 KR0088
 KR0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD006663(NAD 83)
 KR0088_MARKER: DB = BENCH MARK DISK
 KR0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0088_STAMPING: M 386 1955
 KR0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0088+STABILITY: SURFACE MOTION
 KR0088
 KR0088  HISTORY     - Date     Condition        Report By
 KR0088  HISTORY     - 1955     MONUMENTED       CGS
 KR0088  HISTORY     - 1972     GOOD             USGS
 KR0088  HISTORY     - 1986     GOOD             USPSQD
 KR0088
 KR0088                          STATION DESCRIPTION
 KR0088
 KR0088'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KR0088'16.7 MI NE FROM FRENCHMEN STATION.
 KR0088'5.8 MI. EAST ALONG US HWY 50 FROM THE SERVICE STATION AT FRENCHMEN
 KR0088'STATION, THENCE 10.9 MI. NORTH (TOWARDS DIXIE VALLEY) ALONG THE NEW
 KR0088'COUNTY GRADED ROAD TO BENCH MARK.  BENCH MARK IS 55 FT. EAST AND 0.5
 KR0088'FT. BELOW THE NEW COUNTY ROAD AND 5 FT WEST OF THE FENCE LINE.  SET IN
 KR0088'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FT.
 KR0088
 KR0088                          STATION RECOVERY (1986)
 KR0088
 KR0088'RECOVERY NOTE BY US POWER SQUADRON 1986 (GT)
 KR0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0030 ***********************************************************************
 KR0030  CBN         -  This is a Cooperative Base Network Control Station.
 KR0030  DESIGNATION -  M 387
 KR0030  PID         -  KR0030
 KR0030  STATE/COUNTY-  NV/CHURCHILL
 KR0030  USGS QUAD   -  COX CANYON (1969)
 KR0030
 KR0030                         *CURRENT SURVEY CONTROL
 KR0030  ___________________________________________________________________
 KR0030* NAD 83(1999)-  39 41 18.73709(N)    118 16 10.72522(W)     ADJUSTED  
 KR0030* NAVD 88     -      1457.476  (meters)    4781.74   (feet)  ADJUSTED  
 KR0030  ___________________________________________________________________
 KR0030  EPOCH DATE  -        1999.37
 KR0030  X           -  -2,328,309.053 (meters)                     COMP
 KR0030  Y           -  -4,329,632.611 (meters)                     COMP
 KR0030  Z           -   4,052,349.667 (meters)                     COMP
 KR0030  LAPLACE CORR-          10.87  (seconds)                    DEFLEC99
 KR0030  ELLIP HEIGHT-        1434.09  (meters)          (10/30/00) GPS OBS
 KR0030  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 KR0030  DYNAMIC HT  -        1456.204 (meters)    4777.56  (feet)  COMP
 KR0030  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 KR0030
 KR0030  HORZ ORDER  -  B
 KR0030  VERT ORDER  -  FIRST     CLASS II
 KR0030  ELLP ORDER  -  FOURTH    CLASS II
 KR0030
 KR0030.The horizontal coordinates were established by GPS observations
 KR0030.and adjusted by the National Geodetic Survey in October 2000..
 KR0030.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KR0030.DATUM ITEM on the data sheet items page.
 KR0030.The horizontal coordinates are valid at the epoch date displayed above.
 KR0030.The epoch date for horizontal control is a decimal equivalence
 KR0030.of Year/Month/Day.
 KR0030
 KR0030.The orthometric height was determined by differential leveling
 KR0030.and adjusted by the National Geodetic Survey in June 1991..
 KR0030
 KR0030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KR0030
 KR0030.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0030
 KR0030.The ellipsoidal height was determined by GPS observations
 KR0030.and is referenced to NAD 83.
 KR0030
 KR0030.The geoid height was determined by GEOID03.
 KR0030
 KR0030.The dynamic height is computed by dividing the NAVD 88
 KR0030.geopotential number by the normal gravity value computed on the
 KR0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0030.degrees latitude (g = 980.6199 gals.).
 KR0030
 KR0030.The modeled gravity was interpolated from observed gravity values.
 KR0030
 KR0030;                    North         East     Units Scale Factor Converg.
 KR0030;SPC NV W     - 4,548,080.799   826,905.621   MT  0.99990891   +0 12 01.2
 KR0030;SPC NV W     -14,921,495.09  2,712,939.52   sFT  0.99990891   +0 12 01.2
 KR0030;UTM  11      - 4,393,959.315   391,130.957   MT  0.99974592   -0 48 39.2
 KR0030
 KR0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0030!SPC NV W     -   0.99977507  x   0.99990891  =   0.99968400
 KR0030!UTM  11      -   0.99977507  x   0.99974592  =   0.99952104
 KR0030
 KR0030                          SUPERSEDED SURVEY CONTROL
 KR0030
 KR0030  NAD 83(1994)-  39 41 18.73564(N)    118 16 10.72293(W) AD(       ) B
 KR0030  ELLIP H (03/30/95) 1434.18   (m)                       GP(       ) 4 1
 KR0030  NAVD 88 (03/30/95) 1457.48   (m)         4781.7    (f) LEVELING    3  
 KR0030  NGVD 29 (??/??/92) 1456.49   (m)         4778.5    (f) COMPUTED    1 2
 KR0030
 KR0030.Superseded values are not recommended for survey control.
 KR0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0030.See file dsdata.txt to determine how the superseded data were derived.
 KR0030
 KR0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD9113193959(NAD 83)
 KR0030_MARKER: DB = BENCH MARK DISK
 KR0030_SETTING: 66 = SET IN ROCK OUTCROP
 KR0030_SP_SET: SHALE ROCK
 KR0030_STAMPING: M 387 1955
 KR0030_MARK LOGO: CGS   
 KR0030_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KR0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0030+STABILITY: POSITION/ELEVATION WELL
 KR0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0030+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1994
 KR0030
 KR0030  HISTORY     - Date     Condition        Report By
 KR0030  HISTORY     - 1955     MONUMENTED       CGS
 KR0030  HISTORY     - 19940621 GOOD             NVBMG
 KR0030  HISTORY     - 20060806 GOOD             GEOCAC
 KR0030
 KR0030                          STATION DESCRIPTION
 KR0030
 KR0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0030'5.5 MI NE FROM DESERT WELL.
 KR0030'1.1 MILES NORTHEAST ALONG A TRACK ROAD FROM DESERT WELL, THENCE 2.0
 KR0030'MILES NORTHEAST ALONG A COUNTY GRADED ROAD, THENCE 1.4 MILES SOUTHEAST
 KR0030'ALONG A GRADED ROAD, THENCE 1.0 MILE SOUTHEAST ALONG A TRACK ROAD, AT
 KR0030'THE BASE AND AT THE SOUTHEAST END OF A SMALL RIDGE RUNNING
 KR0030'NORTHWEST-SOUTHEAST, IN THE TOP OF A MASSIVE SHALE ROCK OUTCROP MARKED
 KR0030'BY THE WHITE PAINTED LETTERS BM, 116 FEET NORTHEAST OF THE CENTER OF
 KR0030'THE Y JUNCTION OF A DIM TRACK ROAD LEADING NORTHEAST TO A SMALL FRAME
 KR0030'CABIN, ABOUT 6 FEET HIGHER THAN THE ROAD, AND ABOUT 4 1/2 FEET HIGHER
 KR0030'THAN THE GROUND.  NOTE-- SLANTING DISK.  ROD HELD ON U.S.
 KR0030
 KR0030                          STATION RECOVERY (1994)
 KR0030
 KR0030'RECOVERY NOTE BY NEVADA BUREAU OF MINES AND GEOLOGY 1994
 KR0030'THE STATION IS LOCATED ABOUT 53 KM (32.95 MI) EAST-NORTHEAST OF FALLON
 KR0030'AND 55 KM (34.15 MI) SOUTH-SOUTHEAST OF LOVELOCK, IN COX CANYON,
 KR0030'STILLWATER RANGE.  4WD MAY BE NECESSARY ON COX CANYON ROAD DURING WET
 KR0030'WEATHER OR AFTER HEAVY RUNOFF. TO REACH THE STATION FROM THE
 KR0030'INTERSECTION OF MAINE AND WILLIAMS STREETS IN FALLON, GO EAST ON U.S.
 KR0030'HIGHWAY 50 FOR 7.4 KM (4.60 MI) TO THE JUNCTION OF STATE ROUTE 116
 KR0030'(STILLWATER ROAD).  TURN LEFT AND GO NORTHEAST ON S.R. 116 FOR 18.5 KM
 KR0030'(11.50 MI) TO THE ENTRANCE TO THE STILLWATER WILDLIFE MANAGEMENT AREA.
 KR0030'CONTINUE STRAIGHT AHEAD AND GO 8.9 KM (5.55 MI) TO THE EASTERN
 KR0030'BOUNDARY OF THE WILDLIFE MANAGEMENT AREA.  CONTINUE STRAIGHT AHEAD AND
 KR0030'GO 21.1 KM (13.10 MI) TO THE JUNCTION OF COX CANYON ROAD, MARKED BY A
 KR0030'1 FOOT (0.3 M) HIGH RUSTED METAL OBJECT.  TURN RIGHT AND GO EAST ON
 KR0030'COX CANYON ROAD FOR 2.82 KM (1.75 MI) TO A FORK IN THE ROAD.  BEAR
 KR0030'RIGHT AND CONTINUE UP THE BOTTOM OF THE CANYON FOR 1.19 KM (0.75 MI)
 KR0030'TO THE STATION ON THE LEFT. THE STATION IS A STANDARD DISK SET INTO A
 KR0030'DRILL HOLE IN A BEDROCK OUTCROP ON THE NORTH SIDE OF A WASH 45 M
 KR0030'(147.6 FT) NORTH OF THE ROAD.  IT IS 0.61 M (2.00 FT) WEST OF A 1.2 M
 KR0030'(3.9 FT) HIGH PINYON PINE TREE. DESCRIBED BY NEVADA BUREAU OF MINES
 KR0030'AND GEOLOGY.
 KR0030
 KR0030                          STATION RECOVERY (2006)
 KR0030
 KR0030'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0030'PINYON PINE IS DEAD, BUT STILL VISIBLE.  FADED WHITE FLASH PAINTED ON
 KR0030'ROCK ABOVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0195 ***********************************************************************
 KR0195  DESIGNATION -  M 388
 KR0195  PID         -  KR0195
 KR0195  STATE/COUNTY-  NV/CHURCHILL
 KR0195  USGS QUAD   -  LAHONTAN MTS (1985)
 KR0195
 KR0195                         *CURRENT SURVEY CONTROL
 KR0195  ___________________________________________________________________
 KR0195* NAD 83(1986)-  39 27 19.     (N)    118 31 26.     (W)     SCALED    
 KR0195* NAVD 88     -      1211.440  (meters)    3974.53   (feet)  ADJUSTED  
 KR0195  ___________________________________________________________________
 KR0195  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 KR0195  DYNAMIC HT  -        1210.407 (meters)    3971.14  (feet)  COMP
 KR0195  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 KR0195
 KR0195  VERT ORDER  -  FIRST     CLASS II
 KR0195
 KR0195.The horizontal coordinates were scaled from a topographic map and have
 KR0195.an estimated accuracy of +/- 6 seconds.
 KR0195
 KR0195.The orthometric height was determined by differential leveling
 KR0195.and adjusted by the National Geodetic Survey in June 1991..
 KR0195
 KR0195.The geoid height was determined by GEOID03.
 KR0195
 KR0195.The dynamic height is computed by dividing the NAVD 88
 KR0195.geopotential number by the normal gravity value computed on the
 KR0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0195.degrees latitude (g = 980.6199 gals.).
 KR0195
 KR0195.The modeled gravity was interpolated from observed gravity values.
 KR0195
 KR0195;                    North         East    Units  Estimated Accuracy
 KR0195;SPC NV W     - 4,522,140.      805,120.      MT  (+/- 180 meters Scaled)
 KR0195
 KR0195                          SUPERSEDED SURVEY CONTROL
 KR0195
 KR0195  NGVD 29 (??/??/92) 1210.473  (m)         3971.36   (f) ADJ UNCH    1 2
 KR0195
 KR0195.Superseded values are not recommended for survey control.
 KR0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0195.See file dsdata.txt to determine how the superseded data were derived.
 KR0195
 KR0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD688684(NAD 83)
 KR0195_MARKER: DB = BENCH MARK DISK
 KR0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0195_STAMPING: M 388 1955
 KR0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0195+STABILITY: SURFACE MOTION
 KR0195
 KR0195  HISTORY     - Date     Condition        Report By
 KR0195  HISTORY     - 1955     MONUMENTED       CGS
 KR0195  HISTORY     - 1967     GOOD             NGS
 KR0195  HISTORY     - 20060519 POOR             GEOCAC
 KR0195
 KR0195                          STATION DESCRIPTION
 KR0195
 KR0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0195'7.25 MI S FROM STILLWATER.
 KR0195'ABOUT 1.5 MILES WEST ALONG STILLWATER ROAD FROM BRIDGE NUMBER 293 OVER
 KR0195'A LARGE DRAINAGE DITCH AT STILLWATER, THENCE 1.65 MILES SOUTH ALONG A
 KR0195'DIRT ROAD WHICH PARALLELS THE WEST SIDE OF AN IRRIGATION CANAL, THENCE
 KR0195'0.55 MILE SOUTHEAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTHWEST
 KR0195'SIDE OF AN IRRIGATION CANAL, THENCE 2.0 MILES SOUTH ALONG A DIRT ROAD,
 KR0195'THENCE 1.75 MILES EAST ALONG A DIRT ROAD, IN SECTION 5, T 18 N, R 31
 KR0195'E, AT THE INTERSECTION OF THE NORTH-SOUTH ROAD AND A
 KR0195'NORTHWEST-SOUTHEAST ROAD, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KR0195'NORTHWEST-SOUTHEAST ROAD, 42 FEET WEST OF THE CENTER LINE OF THE
 KR0195'NORTH-SOUTH ROAD, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 KR0195'ABOVE THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 KR0195'WHICH PROJECTS 3 INCHES.
 KR0195
 KR0195                          STATION RECOVERY (2006)
 KR0195
 KR0195'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0195'STATION DISK IS MISSING, BUT IMPRESSION AND SHANK HOLE CLEAR AND
 KR0195'USEABLE IN BASE.  METAL WITNESS POST HAS BEEN REPLACED BY A WOODEN
 KR0195'POST 1.1M SOUTH OF STATION.  OBSERVED GPSR COORDINATES N 39 27 17.94,
 KR0195'W 118 31 26.04.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0034 ***********************************************************************
 KR0034  DESIGNATION -  M 389
 KR0034  PID         -  KR0034
 KR0034  STATE/COUNTY-  NV/CHURCHILL
 KR0034  USGS QUAD   -  COX CANYON (1969)
 KR0034
 KR0034                         *CURRENT SURVEY CONTROL
 KR0034  ___________________________________________________________________
 KR0034* NAD 83(1986)-  39 40 53.     (N)    118 19 12.     (W)     SCALED    
 KR0034* NAVD 88     -      1203.776  (meters)    3949.39   (feet)  ADJUSTED  
 KR0034  ___________________________________________________________________
 KR0034  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 KR0034  DYNAMIC HT  -        1202.766 (meters)    3946.07  (feet)  COMP
 KR0034  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 KR0034
 KR0034  VERT ORDER  -  FIRST     CLASS II
 KR0034
 KR0034.The horizontal coordinates were scaled from a topographic map and have
 KR0034.an estimated accuracy of +/- 6 seconds.
 KR0034
 KR0034.The orthometric height was determined by differential leveling
 KR0034.and adjusted by the National Geodetic Survey in June 1991..
 KR0034
 KR0034.The geoid height was determined by GEOID03.
 KR0034
 KR0034.The dynamic height is computed by dividing the NAVD 88
 KR0034.geopotential number by the normal gravity value computed on the
 KR0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0034.degrees latitude (g = 980.6199 gals.).
 KR0034
 KR0034.The modeled gravity was interpolated from observed gravity values.
 KR0034
 KR0034;                    North         East    Units  Estimated Accuracy
 KR0034;SPC NV W     - 4,547,270.      822,590.      MT  (+/- 180 meters Scaled)
 KR0034
 KR0034                          SUPERSEDED SURVEY CONTROL
 KR0034
 KR0034  NGVD 29 (??/??/92) 1202.83   (m)         3946.3    (f) COMPUTED    1 2
 KR0034
 KR0034.Superseded values are not recommended for survey control.
 KR0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0034.See file dsdata.txt to determine how the superseded data were derived.
 KR0034
 KR0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD868932(NAD 83)
 KR0034_MARKER: DB = BENCH MARK DISK
 KR0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0034_STAMPING: M 389 1955
 KR0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0034+STABILITY: SURFACE MOTION
 KR0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0034+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 KR0034
 KR0034  HISTORY     - Date     Condition        Report By
 KR0034  HISTORY     - 1955     MONUMENTED       CGS
 KR0034  HISTORY     - 1957     GOOD             NGS
 KR0034  HISTORY     - 20060806 GOOD             GEOCAC
 KR0034
 KR0034                          STATION DESCRIPTION
 KR0034
 KR0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0034'2.1 MI NE FROM DESERT WELL.
 KR0034'1.1 MILES NORTHEAST ALONG A TRACK ROAD FROM DESERT WELL, THENCE 1.0
 KR0034'MILE NORTHEAST ALONG A COUNTY GRADED ROAD, 35 1/2 FEET NORTHWEST OF
 KR0034'THE CENTER LINE OF THE ROAD, 2.3 FEET SOUTHEAST OF A WITNESS POST,
 KR0034'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 KR0034'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KR0034
 KR0034                          STATION RECOVERY (1957)
 KR0034
 KR0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KR0034'RECOVERED IN GOOD CONDITION.
 KR0034
 KR0034                          STATION RECOVERY (2006)
 KR0034
 KR0034'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0034'OBSERVED GPSR COORDINATES N 39 40 53.40, W 118 19 11.58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0337 ***********************************************************************
 MT0337  DESIGNATION -  M 39
 MT0337  PID         -  MT0337
 MT0337  STATE/COUNTY-  NV/ELKO
 MT0337  USGS QUAD   -  HARRIS CANYON (1982)
 MT0337
 MT0337                         *CURRENT SURVEY CONTROL
 MT0337  ___________________________________________________________________
 MT0337* NAD 83(1986)-  41 35 30.     (N)    114 48 17.     (W)     SCALED    
 MT0337* NAVD 88     -      1730.918  (meters)    5678.85   (feet)  ADJUSTED  
 MT0337  ___________________________________________________________________
 MT0337  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 MT0337  DYNAMIC HT  -        1729.556 (meters)    5674.39  (feet)  COMP
 MT0337  MODELED GRAV-     979,775.3   (mgal)                       NAVD 88
 MT0337
 MT0337  VERT ORDER  -  SECOND    CLASS 0
 MT0337
 MT0337.The horizontal coordinates were scaled from a topographic map and have
 MT0337.an estimated accuracy of +/- 6 seconds.
 MT0337
 MT0337.The orthometric height was determined by differential leveling
 MT0337.and adjusted by the National Geodetic Survey in June 1991..
 MT0337
 MT0337.The geoid height was determined by GEOID03.
 MT0337
 MT0337.The dynamic height is computed by dividing the NAVD 88
 MT0337.geopotential number by the normal gravity value computed on the
 MT0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0337.degrees latitude (g = 980.6199 gals.).
 MT0337
 MT0337.The modeled gravity was interpolated from observed gravity values.
 MT0337
 MT0337;                    North         East    Units  Estimated Accuracy
 MT0337;SPC NV E     - 8,759,640.      264,910.      MT  (+/- 180 meters Scaled)
 MT0337
 MT0337                          SUPERSEDED SURVEY CONTROL
 MT0337
 MT0337  NGVD 29 (??/??/92) 1729.733  (m)         5674.97   (f) ADJ UNCH    2 0
 MT0337
 MT0337.Superseded values are not recommended for survey control.
 MT0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0337.See file dsdata.txt to determine how the superseded data were derived.
 MT0337
 MT0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG829067(NAD 83)
 MT0337_MARKER: DB = BENCH MARK DISK
 MT0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0337_STAMPING: M-39 1934
 MT0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0337+STABILITY: SURFACE MOTION
 MT0337
 MT0337  HISTORY     - Date     Condition        Report By
 MT0337  HISTORY     - 1934     MONUMENTED       CGS
 MT0337
 MT0337                          STATION DESCRIPTION
 MT0337
 MT0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0337'7.9 MI S FROM HENRY.
 MT0337'7.9 MILES SOUTH OF O.S.L. RR WATER TANK AT HENRY 97 FEET EAST OF MILE
 MT0337'POST 83.  2 FEET EAST OF RIGHT-OF-WAY FENCE LINE.  52 FEET EAST OF THE
 MT0337'CENTERLINE OF OREGON SHORT LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0132 ***********************************************************************
 MU0132  DESIGNATION -  M 391
 MU0132  PID         -  MU0132
 MU0132  STATE/COUNTY-  NV/ELKO
 MU0132  USGS QUAD   -  STAR VALLEY RIDGE SE (1973)
 MU0132
 MU0132                         *CURRENT SURVEY CONTROL
 MU0132  ___________________________________________________________________
 MU0132* NAD 83(1986)-  41 46 31.     (N)    116 52 01.     (W)     SCALED    
 MU0132* NAVD 88     -      1592.840  (meters)    5225.84   (feet)  ADJUSTED  
 MU0132  ___________________________________________________________________
 MU0132  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 MU0132  DYNAMIC HT  -        1591.687 (meters)    5222.06  (feet)  COMP
 MU0132  MODELED GRAV-     979,842.4   (mgal)                       NAVD 88
 MU0132
 MU0132  VERT ORDER  -  SECOND    CLASS 0
 MU0132
 MU0132.The horizontal coordinates were scaled from a topographic map and have
 MU0132.an estimated accuracy of +/- 6 seconds.
 MU0132
 MU0132.The orthometric height was determined by differential leveling
 MU0132.and adjusted by the National Geodetic Survey in June 1991..
 MU0132
 MU0132.The geoid height was determined by GEOID03.
 MU0132
 MU0132.The dynamic height is computed by dividing the NAVD 88
 MU0132.geopotential number by the normal gravity value computed on the
 MU0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0132.degrees latitude (g = 980.6199 gals.).
 MU0132
 MU0132.The modeled gravity was interpolated from observed gravity values.
 MU0132
 MU0132;                    North         East    Units  Estimated Accuracy
 MU0132;SPC NV E     - 8,780,540.       93,290.      MT  (+/- 180 meters Scaled)
 MU0132
 MU0132                          SUPERSEDED SURVEY CONTROL
 MU0132
 MU0132  NGVD 29 (??/??/92) 1591.734  (m)         5222.21   (f) ADJ UNCH    2 0
 MU0132
 MU0132.Superseded values are not recommended for survey control.
 MU0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0132.See file dsdata.txt to determine how the superseded data were derived.
 MU0132
 MU0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG110248(NAD 83)
 MU0132_MARKER: DB = BENCH MARK DISK
 MU0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0132_SP_SET: CONCRETE POST
 MU0132_STAMPING: M 391 1963
 MU0132_MARK LOGO: CGS   
 MU0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0132+STABILITY: SURFACE MOTION
 MU0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0132+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1973
 MU0132
 MU0132  HISTORY     - Date     Condition        Report By
 MU0132  HISTORY     - 1963     MONUMENTED       CGS
 MU0132  HISTORY     - 19730712 GOOD             USGS
 MU0132
 MU0132                          STATION DESCRIPTION
 MU0132
 MU0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0132'36.35 MI NW FROM I L RANCH.
 MU0132'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0132'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 18.9 MILES NORTHWEST
 MU0132'ALONG A DIRT ROAD, 42 FEET WEST OF THE CENTER OF THE JUNCTION OF A
 MU0132'ROAD NORTH-EAST, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 42
 MU0132'FEET WEST OF THE CENTER LINE OF THE ROAD NORTHEAST, 3.3 FEET NORTH OF
 MU0132'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MU0132'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MU0132
 MU0132                          STATION RECOVERY (1973)
 MU0132
 MU0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 MU0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0156 ***********************************************************************
 MU0156  DESIGNATION -  M 392
 MU0156  PID         -  MU0156
 MU0156  STATE/COUNTY-  NV/ELKO
 MU0156  USGS QUAD   -  DESERT RANCH (1974)
 MU0156
 MU0156                         *CURRENT SURVEY CONTROL
 MU0156  ___________________________________________________________________
 MU0156* NAD 83(1986)-  41 39 56.     (N)    116 30 09.     (W)     SCALED    
 MU0156* NAVD 88     -      1591.349  (meters)    5220.95   (feet)  ADJUSTED  
 MU0156  ___________________________________________________________________
 MU0156  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 MU0156  DYNAMIC HT  -        1590.157 (meters)    5217.04  (feet)  COMP
 MU0156  MODELED GRAV-     979,817.7   (mgal)                       NAVD 88
 MU0156
 MU0156  VERT ORDER  -  SECOND    CLASS 0
 MU0156
 MU0156.The horizontal coordinates were scaled from a topographic map and have
 MU0156.an estimated accuracy of +/- 6 seconds.
 MU0156
 MU0156.The orthometric height was determined by differential leveling
 MU0156.and adjusted by the National Geodetic Survey in June 1991..
 MU0156
 MU0156.The geoid height was determined by GEOID03.
 MU0156
 MU0156.The dynamic height is computed by dividing the NAVD 88
 MU0156.geopotential number by the normal gravity value computed on the
 MU0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0156.degrees latitude (g = 980.6199 gals.).
 MU0156
 MU0156.The modeled gravity was interpolated from observed gravity values.
 MU0156
 MU0156;                    North         East    Units  Estimated Accuracy
 MU0156;SPC NV E     - 8,767,960.      123,460.      MT  (+/- 180 meters Scaled)
 MU0156
 MU0156                          SUPERSEDED SURVEY CONTROL
 MU0156
 MU0156  NGVD 29 (??/??/92) 1590.215  (m)         5217.23   (f) ADJ UNCH    2 0
 MU0156
 MU0156.Superseded values are not recommended for survey control.
 MU0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0156.See file dsdata.txt to determine how the superseded data were derived.
 MU0156
 MU0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG414127(NAD 83)
 MU0156_MARKER: DB = BENCH MARK DISK
 MU0156_SETTING: 66 = SET IN ROCK OUTCROP
 MU0156_SP_SET: ROCK OUTCROP
 MU0156_STAMPING: M 392 1963
 MU0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0156+STABILITY: POSITION/ELEVATION WELL
 MU0156
 MU0156  HISTORY     - Date     Condition        Report By
 MU0156  HISTORY     - 1963     MONUMENTED       CGS
 MU0156
 MU0156                          STATION DESCRIPTION
 MU0156
 MU0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0156'12.5 MI NW FROM I L RANCH.
 MU0156'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0156'THENCE 8.45 MILES NORTH ALONG A DIRT ROAD, 193 FEET NORTHEAST OF THE
 MU0156'CENTER OF THE JUNCTION OF A DIRT ROAD NORTHEAST ACROSS CHINO RIVER, IN
 MU0156'THE TOP OF A 10- BY 40-FOOT OUTCROP, 193 FEET NORTHEAST OF THE CENTER
 MU0156'LINE OF THE ROAD, 85 FEET EAST OF THE CENTER LINE OF THE ROAD
 MU0156'NORTHEAST, 6.2 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 5 FEET
 MU0156'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0072 ***********************************************************************
 MU0072  DESIGNATION -  M 393
 MU0072  PID         -  MU0072
 MU0072  STATE/COUNTY-  NV/ELKO
 MU0072  USGS QUAD   -  CORNUCOPIA RIDGE (1987)
 MU0072
 MU0072                         *CURRENT SURVEY CONTROL
 MU0072  ___________________________________________________________________
 MU0072* NAD 83(1986)-  41 35 42.     (N)    116 20 49.     (W)     SCALED    
 MU0072* NAVD 88     -      1651.264  (meters)    5417.52   (feet)  ADJUSTED  
 MU0072  ___________________________________________________________________
 MU0072  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 MU0072  DYNAMIC HT  -        1650.016 (meters)    5413.43  (feet)  COMP
 MU0072  MODELED GRAV-     979,808.4   (mgal)                       NAVD 88
 MU0072
 MU0072  VERT ORDER  -  SECOND    CLASS 0
 MU0072
 MU0072.The horizontal coordinates were scaled from a topographic map and have
 MU0072.an estimated accuracy of +/- 6 seconds.
 MU0072
 MU0072.The orthometric height was determined by differential leveling
 MU0072.and adjusted by the National Geodetic Survey in June 1991..
 MU0072
 MU0072.The geoid height was determined by GEOID03.
 MU0072
 MU0072.The dynamic height is computed by dividing the NAVD 88
 MU0072.geopotential number by the normal gravity value computed on the
 MU0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0072.degrees latitude (g = 980.6199 gals.).
 MU0072
 MU0072.The modeled gravity was interpolated from observed gravity values.
 MU0072
 MU0072;                    North         East    Units  Estimated Accuracy
 MU0072;SPC NV E     - 8,760,000.      136,340.      MT  (+/- 180 meters Scaled)
 MU0072
 MU0072                          SUPERSEDED SURVEY CONTROL
 MU0072
 MU0072  NGVD 29 (??/??/92) 1650.126  (m)         5413.79   (f) ADJ UNCH    2 0
 MU0072
 MU0072.Superseded values are not recommended for survey control.
 MU0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0072.See file dsdata.txt to determine how the superseded data were derived.
 MU0072
 MU0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG544050(NAD 83)
 MU0072_MARKER: DB = BENCH MARK DISK
 MU0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0072_STAMPING: M 393 1963
 MU0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0072+STABILITY: SURFACE MOTION
 MU0072
 MU0072  HISTORY     - Date     Condition        Report By
 MU0072  HISTORY     - 1963     MONUMENTED       CGS
 MU0072
 MU0072                          STATION DESCRIPTION
 MU0072
 MU0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0072'3.7 MI E FROM I L RANCH.
 MU0072'3.7 MILES EAST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0072'0.3 MILE NORTHEAST OF THE JUNCTION OF A TRACK ROAD EAST, 64 FEET EAST
 MU0072'OF THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTHWEST OF A WITNESS POST,
 MU0072'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MU0072'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0388 ***********************************************************************
 LQ0388  DESIGNATION -  M 394
 LQ0388  PID         -  LQ0388
 LQ0388  STATE/COUNTY-  NV/ELKO
 LQ0388  USGS QUAD   -  HARRISON PASS (1985)
 LQ0388
 LQ0388                         *CURRENT SURVEY CONTROL
 LQ0388  ___________________________________________________________________
 LQ0388* NAD 83(1986)-  40 19 20.     (N)    115 31 10.     (W)     SCALED    
 LQ0388* NAVD 88     -      2108.709  (meters)    6918.32   (feet)  ADJUSTED  
 LQ0388  ___________________________________________________________________
 LQ0388  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 LQ0388  DYNAMIC HT  -        2106.652 (meters)    6911.57  (feet)  COMP
 LQ0388  MODELED GRAV-     979,573.6   (mgal)                       NAVD 88
 LQ0388
 LQ0388  VERT ORDER  -  SECOND    CLASS 0
 LQ0388
 LQ0388.The horizontal coordinates were scaled from a topographic map and have
 LQ0388.an estimated accuracy of +/- 6 seconds.
 LQ0388
 LQ0388.The orthometric height was determined by differential leveling
 LQ0388.and adjusted by the National Geodetic Survey in June 1991..
 LQ0388
 LQ0388.The geoid height was determined by GEOID03.
 LQ0388
 LQ0388.The dynamic height is computed by dividing the NAVD 88
 LQ0388.geopotential number by the normal gravity value computed on the
 LQ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0388.degrees latitude (g = 980.6199 gals.).
 LQ0388
 LQ0388.The modeled gravity was interpolated from observed gravity values.
 LQ0388
 LQ0388;                    North         East    Units  Estimated Accuracy
 LQ0388;SPC NV E     - 8,618,390.      205,430.      MT  (+/- 180 meters Scaled)
 LQ0388
 LQ0388                          SUPERSEDED SURVEY CONTROL
 LQ0388
 LQ0388  NGVD 29 (??/??/92) 2107.474  (m)         6914.27   (f) ADJ UNCH    2 0
 LQ0388
 LQ0388.Superseded values are not recommended for survey control.
 LQ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0388.See file dsdata.txt to determine how the superseded data were derived.
 LQ0388
 LQ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE257645(NAD 83)
 LQ0388_MARKER: DB = BENCH MARK DISK
 LQ0388_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0388_SP_SET: OUTCROP
 LQ0388_STAMPING: M 394 1963
 LQ0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0388+STABILITY: POSITION/ELEVATION WELL
 LQ0388
 LQ0388  HISTORY     - Date     Condition        Report By
 LQ0388  HISTORY     - 1963     MONUMENTED       CGS
 LQ0388
 LQ0388                          STATION DESCRIPTION
 LQ0388
 LQ0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0388'13.1 MI SE FROM JIGGS.
 LQ0388'3.3 MILES SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0388'JIGGS, THENCE 9.8 MILES SOUTHEAST ALONG THE HARRISON PASS ROAD, IN THE
 LQ0388'TOP OF A 7 X 19-FOOT OUTCROP PROJECTING 3 1/2 FEET, 49 1/2 FEET
 LQ0388'NORTHWEST OF THE CENTER LINE OF THE ROAD, 57 FEET SOUTHEAST OF A
 LQ0388'FENCE, 3.6 FEET NORTHWEST OF A WITNESS POST AND ABOUT 10 FEET HIGHER
 LQ0388'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0327 ***********************************************************************
 LQ0327  DESIGNATION -  M 395
 LQ0327  PID         -  LQ0327
 LQ0327  STATE/COUNTY-  NV/ELKO
 LQ0327  USGS QUAD   -  WEST OF DELCER BUTTE (1984)
 LQ0327
 LQ0327                         *CURRENT SURVEY CONTROL
 LQ0327  ___________________________________________________________________
 LQ0327* NAD 83(1986)-  40 24 52.     (N)    115 11 24.     (W)     SCALED    
 LQ0327* NAVD 88     -      1845.433  (meters)    6054.56   (feet)  ADJUSTED  
 LQ0327  ___________________________________________________________________
 LQ0327  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 LQ0327  DYNAMIC HT  -        1843.730 (meters)    6048.97  (feet)  COMP
 LQ0327  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 LQ0327
 LQ0327  VERT ORDER  -  SECOND    CLASS 0
 LQ0327
 LQ0327.The horizontal coordinates were scaled from a topographic map and have
 LQ0327.an estimated accuracy of +/- 6 seconds.
 LQ0327
 LQ0327.The orthometric height was determined by differential leveling
 LQ0327.and adjusted by the National Geodetic Survey in June 1991..
 LQ0327
 LQ0327.The geoid height was determined by GEOID03.
 LQ0327
 LQ0327.The dynamic height is computed by dividing the NAVD 88
 LQ0327.geopotential number by the normal gravity value computed on the
 LQ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0327.degrees latitude (g = 980.6199 gals.).
 LQ0327
 LQ0327.The modeled gravity was interpolated from observed gravity values.
 LQ0327
 LQ0327;                    North         East    Units  Estimated Accuracy
 LQ0327;SPC NV E     - 8,628,700.      233,380.      MT  (+/- 180 meters Scaled)
 LQ0327
 LQ0327                          SUPERSEDED SURVEY CONTROL
 LQ0327
 LQ0327  NGVD 29 (??/??/92) 1844.263  (m)         6050.72   (f) ADJ UNCH    2 0
 LQ0327
 LQ0327.Superseded values are not recommended for survey control.
 LQ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0327.See file dsdata.txt to determine how the superseded data were derived.
 LQ0327
 LQ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE535753(NAD 83)
 LQ0327_MARKER: DB = BENCH MARK DISK
 LQ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0327_STAMPING: M 395 1963
 LQ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0327+STABILITY: SURFACE MOTION
 LQ0327
 LQ0327  HISTORY     - Date     Condition        Report By
 LQ0327  HISTORY     - 1963     MONUMENTED       CGS
 LQ0327
 LQ0327                          STATION DESCRIPTION
 LQ0327
 LQ0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0327'26.7 MI E FROM RUBY VALLEY.
 LQ0327'8.0 MILES SOUTH ALONG A ROAD FROM THE ROCK HOUSE RANCH AT RUBY VALLEY,
 LQ0327'THENCE 18.7 MILES EAST AND NORTHEAST ALONG A ROAD, 0.1 MILE NORTHEAST
 LQ0327'OF THE CROSSING OF A DEEP WASH, 22 FEET SOUTHEAST OF THE CENTER LINE
 LQ0327'OF THE ROAD, 1.3 FEET NORTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT
 LQ0327'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LQ0327'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0236 ***********************************************************************
 LQ0236  DESIGNATION -  M 396
 LQ0236  PID         -  LQ0236
 LQ0236  STATE/COUNTY-  NV/ELKO
 LQ0236  USGS QUAD   -  CURRIE GARDENS (1984)
 LQ0236
 LQ0236                         *CURRENT SURVEY CONTROL
 LQ0236  ___________________________________________________________________
 LQ0236* NAD 83(1986)-  40 21 52.     (N)    114 51 48.     (W)     SCALED    
 LQ0236* NAVD 88     -      1960.425  (meters)    6431.83   (feet)  ADJUSTED  
 LQ0236  ___________________________________________________________________
 LQ0236  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 LQ0236  DYNAMIC HT  -        1958.597 (meters)    6425.83  (feet)  COMP
 LQ0236  MODELED GRAV-     979,622.7   (mgal)                       NAVD 88
 LQ0236
 LQ0236  VERT ORDER  -  SECOND    CLASS 0
 LQ0236
 LQ0236.The horizontal coordinates were scaled from a topographic map and have
 LQ0236.an estimated accuracy of +/- 6 seconds.
 LQ0236
 LQ0236.The orthometric height was determined by differential leveling
 LQ0236.and adjusted by the National Geodetic Survey in June 1991..
 LQ0236
 LQ0236.The geoid height was determined by GEOID03.
 LQ0236
 LQ0236.The dynamic height is computed by dividing the NAVD 88
 LQ0236.geopotential number by the normal gravity value computed on the
 LQ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0236.degrees latitude (g = 980.6199 gals.).
 LQ0236
 LQ0236.The modeled gravity was interpolated from observed gravity values.
 LQ0236
 LQ0236;                    North         East    Units  Estimated Accuracy
 LQ0236;SPC NV E     - 8,623,320.      261,150.      MT  (+/- 180 meters Scaled)
 LQ0236
 LQ0236                          SUPERSEDED SURVEY CONTROL
 LQ0236
 LQ0236  NGVD 29 (??/??/92) 1959.247  (m)         6427.96   (f) ADJ UNCH    2 0
 LQ0236
 LQ0236.Superseded values are not recommended for survey control.
 LQ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0236.See file dsdata.txt to determine how the superseded data were derived.
 LQ0236
 LQ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE814704(NAD 83)
 LQ0236_MARKER: DB = BENCH MARK DISK
 LQ0236_SETTING: 80 = SET IN A BOULDER
 LQ0236_SP_SET: BOULDER
 LQ0236_STAMPING: M 396 1963
 LQ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0236+STABILITY: SURFACE MOTION
 LQ0236
 LQ0236  HISTORY     - Date     Condition        Report By
 LQ0236  HISTORY     - 1963     MONUMENTED       CGS
 LQ0236
 LQ0236                          STATION DESCRIPTION
 LQ0236
 LQ0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0236'10.7 MI NW FROM CURRIE.
 LQ0236'4.95 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE RAILROAD CROSSING
 LQ0236'AT CURRIE, THENCE 5.75 MILES NORTHWEST ALONG A ROAD, ON THE NORTHWEST
 LQ0236'SIDE OF A SMALL ROCKY RIDGE, 134 FEET NORTHEAST OF THE CENTER LINE OF
 LQ0236'THE ROAD, 3.8 FEET NORTH OF A WITNESS POST, IN THE TOP OF A SMALL
 LQ0236'EMBEDDED BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, AND ABOUT 6 1/2
 LQ0236'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0207 ***********************************************************************
 MV0207  DESIGNATION -  M 397
 MV0207  PID         -  MV0207
 MV0207  STATE/COUNTY-  NV/WASHOE
 MV0207  USGS QUAD   -  RYE CREEK (1966)
 MV0207
 MV0207                         *CURRENT SURVEY CONTROL
 MV0207  ___________________________________________________________________
 MV0207* NAD 83(1986)-  41 56 48.     (N)    119 34 29.     (W)     SCALED    
 MV0207* NAVD 88     -      1737.739  (meters)    5701.23   (feet)  ADJUSTED  
 MV0207  ___________________________________________________________________
 MV0207  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 MV0207  DYNAMIC HT  -        1736.451 (meters)    5697.01  (feet)  COMP
 MV0207  MODELED GRAV-     979,819.6   (mgal)                       NAVD 88
 MV0207
 MV0207  VERT ORDER  -  SECOND    CLASS 0
 MV0207
 MV0207.The horizontal coordinates were scaled from a topographic map and have
 MV0207.an estimated accuracy of +/- 6 seconds.
 MV0207
 MV0207.The orthometric height was determined by differential leveling
 MV0207.and adjusted by the National Geodetic Survey in June 1991..
 MV0207
 MV0207.The geoid height was determined by GEOID03.
 MV0207
 MV0207.The dynamic height is computed by dividing the NAVD 88
 MV0207.geopotential number by the normal gravity value computed on the
 MV0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0207.degrees latitude (g = 980.6199 gals.).
 MV0207
 MV0207.The modeled gravity was interpolated from observed gravity values.
 MV0207
 MV0207;                    North         East    Units  Estimated Accuracy
 MV0207;SPC NV W     - 4,799,250.      717,800.      MT  (+/- 180 meters Scaled)
 MV0207
 MV0207                          SUPERSEDED SURVEY CONTROL
 MV0207
 MV0207  NGVD 29 (??/??/92) 1736.497  (m)         5697.16   (f) ADJ UNCH    2 0
 MV0207
 MV0207.Superseded values are not recommended for survey control.
 MV0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0207.See file dsdata.txt to determine how the superseded data were derived.
 MV0207
 MV0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG865470(NAD 83)
 MV0207_MARKER: DB = BENCH MARK DISK
 MV0207_SETTING: 66 = SET IN ROCK OUTCROP
 MV0207_SP_SET: BEDROCK
 MV0207_STAMPING: M 397 1965
 MV0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0207+STABILITY: POSITION/ELEVATION WELL
 MV0207
 MV0207  HISTORY     - Date     Condition        Report By
 MV0207  HISTORY     - 1965     MONUMENTED       CGS
 MV0207
 MV0207                          STATION DESCRIPTION
 MV0207
 MV0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0207'3.65 MI W FROM IXL RANCH.
 MV0207'0.45 MILES SOUTH ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0207'THENCE 3.2 MILES WEST ALONG A ROAD, ON THE EAST SLOPE OF A HILL, 0.15
 MV0207'MILE WEST OF THE CROSSING OF A WASH, ABOUT 150 YARDS EAST OF THE CREST
 MV0207'OF THE HILL, IN THE TOP OF BED ROCK AT THE EAST ON OF TWO WASHES, 66
 MV0207'FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET LOWER THAN
 MV0207'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0222 ***********************************************************************
 MV0222  DESIGNATION -  M 398
 MV0222  PID         -  MV0222
 MV0222  STATE/COUNTY-  NV/WASHOE
 MV0222  USGS QUAD   -  LITTLE COLEMAN CANYON (1966)
 MV0222
 MV0222                         *CURRENT SURVEY CONTROL
 MV0222  ___________________________________________________________________
 MV0222* NAD 83(1986)-  41 58 46.     (N)    119 46 20.     (W)     SCALED    
 MV0222* NAVD 88     -      1431.334  (meters)    4695.97   (feet)  ADJUSTED  
 MV0222  ___________________________________________________________________
 MV0222  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 MV0222  DYNAMIC HT  -        1430.334 (meters)    4692.69  (feet)  COMP
 MV0222  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 MV0222
 MV0222  VERT ORDER  -  SECOND    CLASS 0
 MV0222
 MV0222.The horizontal coordinates were scaled from a topographic map and have
 MV0222.an estimated accuracy of +/- 6 seconds.
 MV0222
 MV0222.The orthometric height was determined by differential leveling
 MV0222.and adjusted by the National Geodetic Survey in June 1991..
 MV0222
 MV0222.The geoid height was determined by GEOID03.
 MV0222
 MV0222.The dynamic height is computed by dividing the NAVD 88
 MV0222.geopotential number by the normal gravity value computed on the
 MV0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0222.degrees latitude (g = 980.6199 gals.).
 MV0222
 MV0222.The modeled gravity was interpolated from observed gravity values.
 MV0222
 MV0222;                    North         East    Units  Estimated Accuracy
 MV0222;SPC NV W     - 4,803,100.      701,480.      MT  (+/- 180 meters Scaled)
 MV0222
 MV0222                          SUPERSEDED SURVEY CONTROL
 MV0222
 MV0222  NGVD 29 (??/??/92) 1430.132  (m)         4692.02   (f) ADJ UNCH    2 0
 MV0222
 MV0222.Superseded values are not recommended for survey control.
 MV0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0222.See file dsdata.txt to determine how the superseded data were derived.
 MV0222
 MV0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG703512(NAD 83)
 MV0222_MARKER: DB = BENCH MARK DISK
 MV0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0222_STAMPING: M 398 1965
 MV0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0222+STABILITY: SURFACE MOTION
 MV0222
 MV0222  HISTORY     - Date     Condition        Report By
 MV0222  HISTORY     - 1965     MONUMENTED       CGS
 MV0222
 MV0222                          STATION DESCRIPTION
 MV0222
 MV0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0222'18.85 MI SE FROM ADEL, OR.
 MV0222'2.1 MILES SOUTHWEST ALONG A ROAD FROM THE STORE AT ADEL, THENCE 15.85
 MV0222'MILES SOUTHEAST ALONG A ROAD TO OREGON-NEVADA STATE LINE, THENCE 0.9
 MV0222'MILE SOUTH ALONG NEVADA STATE HIGHWAY 34, 162 FEET SOUTH OF THE CENTER
 MV0222'OF A Y JUNCTION OF A ROAD SOUTHEAST TO COLEMAN RANCH, 30 FEET EAST OF
 MV0222'THE CENTER LINE OF THE HIGHWAY, 3.5 FEET NORTH OF A WITNESS POST,
 MV0222'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MV0222'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1313 ***********************************************************************
 GR1313  DESIGNATION -  M 399
 GR1313  PID         -  GR1313
 GR1313  STATE/COUNTY-  NV/CLARK
 GR1313  USGS QUAD   -  LAS VEGAS NE (1984)
 GR1313
 GR1313                         *CURRENT SURVEY CONTROL
 GR1313  ___________________________________________________________________
 GR1313* NAD 83(1986)-  36 08 10.     (N)    115 05 28.     (W)     SCALED    
 GR1313* NAVD 88     -       553.763  (meters)    1816.80   (feet)  ADJUSTED  
 GR1313  ___________________________________________________________________
 GR1313  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GR1313  DYNAMIC HT  -         553.203 (meters)    1814.97  (feet)  COMP
 GR1313  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 GR1313
 GR1313  VERT ORDER  -  FIRST     CLASS II
 GR1313
 GR1313.The horizontal coordinates were scaled from a topographic map and have
 GR1313.an estimated accuracy of +/- 6 seconds.
 GR1313
 GR1313.The orthometric height was determined by differential leveling
 GR1313.and adjusted by the National Geodetic Survey in June 1991..
 GR1313
 GR1313.The geoid height was determined by GEOID03.
 GR1313
 GR1313.The dynamic height is computed by dividing the NAVD 88
 GR1313.geopotential number by the normal gravity value computed on the
 GR1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1313.degrees latitude (g = 980.6199 gals.).
 GR1313
 GR1313.The modeled gravity was interpolated from observed gravity values.
 GR1313
 GR1313;                    North         East    Units  Estimated Accuracy
 GR1313;SPC NV E     - 8,153,880.      244,300.      MT  (+/- 180 meters Scaled)
 GR1313
 GR1313                          SUPERSEDED SURVEY CONTROL
 GR1313
 GR1313.No superseded survey control is available for this station.
 GR1313
 GR1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA717007(NAD 83)
 GR1313_MARKER: DB = BENCH MARK DISK
 GR1313_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1313_SP_SET: STAINLESS STEEL ROD
 GR1313_STAMPING: M 399 1980
 GR1313_PROJECTION: FLUSH
 GR1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1313_ROD/PIPE-DEPTH: 5.5  meters
 GR1313
 GR1313  HISTORY     - Date     Condition        Report By
 GR1313  HISTORY     - 1980     MONUMENTED       NGS
 GR1313
 GR1313                          STATION DESCRIPTION
 GR1313
 GR1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GR1313'6.4 KM SE FROM LAS VEGAS.
 GR1313'6.4 KILOMETERS (4.0 MILES) SOUTHEAST ALONG FREMONT STREET (U. S.
 GR1313'HIGHWAY 93) FROM THE UNION PACIFIC RAILROAD STATION IN LAS VEGAS,
 GR1313'0.2 KILOMETER (0.1 MILE) NORTHWEST OF SANDHILL ROAD, ON THE PROPERTY
 GR1313'OF THE RANCHO TRAILER VILLAGE, 3850 EAST FREMONT STREET, 6.4 METERS
 GR1313'(21 FEET) SOUTHWEST OF THE SOUTHWEST CURB OF THE SOUTHBOUND LANES OF
 GR1313'FREMONT STREET, 17.1 METERS (56 FEET) NORTHWEST OF THE CENTER OF THE
 GR1313'ENTRANCE TO THE TRAILER PARK, 2.1 METERS (7 FEET) SOUTHEAST OF THE
 GR1313'SOUTHEAST CORNER OF A CYCLONE FENCE, 1.8 METERS (6 FEET) SOUTHWEST
 GR1313'OF TELEPHONE POLE 2754 AND 1.0 METER (3.5 FEET) NORTHWEST OF THE
 GR1313'NORTHWEST END OF A ROW OF BUSHES.
 GR1313'THE MARK IS 0.3 M ABOVE FREMONT STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0190 ***********************************************************************
 MT0190  DESIGNATION -  M 4
 MT0190  PID         -  MT0190
 MT0190  STATE/COUNTY-  NV/ELKO
 MT0190  USGS QUAD   -  WELLS (1982)
 MT0190
 MT0190                         *CURRENT SURVEY CONTROL
 MT0190  ___________________________________________________________________
 MT0190* NAD 83(1986)-  41 06 42.     (N)    114 57 46.     (W)     SCALED    
 MT0190* NAVD 88     -      1716.642  (meters)    5632.02   (feet)  POSTED    
 MT0190  ___________________________________________________________________
 MT0190  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 MT0190  DYNAMIC HT  -        1715.210 (meters)    5627.32  (feet)  COMP
 MT0190  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 MT0190
 MT0190  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MT0190
 MT0190.The horizontal coordinates were scaled from a topographic map and have
 MT0190.an estimated accuracy of +/- 6 seconds.
 MT0190
 MT0190.The orthometric height was determined by differential leveling
 MT0190.and adjusted by the National Geodetic Survey in 1992..
 MT0190.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MT0190.rate of 0.0 thru 1.0 mm/km.
 MT0190
 MT0190.The geoid height was determined by GEOID03.
 MT0190
 MT0190.The dynamic height is computed by dividing the NAVD 88
 MT0190.geopotential number by the normal gravity value computed on the
 MT0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0190.degrees latitude (g = 980.6199 gals.).
 MT0190
 MT0190.The modeled gravity was interpolated from observed gravity values.
 MT0190
 MT0190;                    North         East    Units  Estimated Accuracy
 MT0190;SPC NV E     - 8,706,230.      252,120.      MT  (+/- 180 meters Scaled)
 MT0190
 MT0190                          SUPERSEDED SURVEY CONTROL
 MT0190
 MT0190  NGVD 29 (??/??/92) 1715.496  (m)         5628.26   (f) ADJ UNCH    1 2
 MT0190
 MT0190.Superseded values are not recommended for survey control.
 MT0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0190.See file dsdata.txt to determine how the superseded data were derived.
 MT0190
 MT0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF710531(NAD 83)
 MT0190_MARKER: Z = SEE DESCRIPTION
 MT0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0190+STABILITY: SURFACE MOTION
 MT0190
 MT0190  HISTORY     - Date     Condition        Report By
 MT0190  HISTORY     - UNK      MONUMENTED       CGS
 MT0190  HISTORY     - 1911     GOOD             NGS
 MT0190  HISTORY     - 1953     MARK NOT FOUND   NGS
 MT0190
 MT0190                          STATION DESCRIPTION
 MT0190
 MT0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1911
 MT0190'IN WELLS.
 MT0190'WELLS, 1 METER NORTH OF TELEGRAPH POLE OPPOSITE EAST END OF STATION,
 MT0190'12 METERS NORTH OF MAIN TRACK, IN TOP OF STONE POST, BOTTOM OF SQUARE
 MT0190'HOLE.
 MT0190
 MT0190                          STATION RECOVERY (1953)
 MT0190
 MT0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 MT0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0457 ***********************************************************************
 MT0457  DESIGNATION -  M 40
 MT0457  PID         -  MT0457
 MT0457  STATE/COUNTY-  NV/ELKO
 MT0457  USGS QUAD   -  HOT SPRINGS CREEK (1980)
 MT0457
 MT0457                         *CURRENT SURVEY CONTROL
 MT0457  ___________________________________________________________________
 MT0457* NAD 83(1986)-  41 21 41.     (N)    115 21 41.     (W)     SCALED    
 MT0457* NAVD 88     -      1933.369  (meters)    6343.06   (feet)  ADJUSTED  
 MT0457  ___________________________________________________________________
 MT0457  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 MT0457  DYNAMIC HT  -        1931.740 (meters)    6337.72  (feet)  COMP
 MT0457  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 MT0457
 MT0457  VERT ORDER  -  SECOND    CLASS 0
 MT0457
 MT0457.The horizontal coordinates were scaled from a topographic map and have
 MT0457.an estimated accuracy of +/- 6 seconds.
 MT0457
 MT0457.The orthometric height was determined by differential leveling
 MT0457.and adjusted by the National Geodetic Survey in June 1991..
 MT0457
 MT0457.The geoid height was determined by GEOID03.
 MT0457
 MT0457.The dynamic height is computed by dividing the NAVD 88
 MT0457.geopotential number by the normal gravity value computed on the
 MT0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0457.degrees latitude (g = 980.6199 gals.).
 MT0457
 MT0457.The modeled gravity was interpolated from observed gravity values.
 MT0457
 MT0457;                    North         East    Units  Estimated Accuracy
 MT0457;SPC NV E     - 8,733,800.      218,570.      MT  (+/- 180 meters Scaled)
 MT0457
 MT0457                          SUPERSEDED SURVEY CONTROL
 MT0457
 MT0457  NGVD 29 (??/??/92) 1932.117  (m)         6338.95   (f) ADJ UNCH    2 0
 MT0457
 MT0457.Superseded values are not recommended for survey control.
 MT0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0457.See file dsdata.txt to determine how the superseded data were derived.
 MT0457
 MT0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF370801(NAD 83)
 MT0457_MARKER: DB = BENCH MARK DISK
 MT0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0457_STAMPING: M-40 1934
 MT0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0457+STABILITY: SURFACE MOTION
 MT0457
 MT0457  HISTORY     - Date     Condition        Report By
 MT0457  HISTORY     - 1934     MONUMENTED       CGS
 MT0457  HISTORY     - 1967     GOOD             USGS
 MT0457
 MT0457                          STATION DESCRIPTION
 MT0457
 MT0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0457'20.7 MI S FROM CHARLESTON.
 MT0457'20.7 MILES SOUTH OF PUMTY RANCH HOUSE AT CHARLESTON 84 FEET SOUTHWEST
 MT0457'OF SMALL WOODEN BRIDGE OVER SMALL CREEK.  39 FEET WEST OF THE
 MT0457'CENTERLINE OF ROAD.
 MT0457
 MT0457                          STATION RECOVERY (1967)
 MT0457
 MT0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0440 ***********************************************************************
 GS0440  DESIGNATION -  M 405
 GS0440  PID         -  GS0440
 GS0440  STATE/COUNTY-  NV/NYE
 GS0440  USGS QUAD   -  AMARGOSA VALLEY (1983)
 GS0440
 GS0440                         *CURRENT SURVEY CONTROL
 GS0440  ___________________________________________________________________
 GS0440* NAD 83(1986)-  36 37 48.     (N)    116 24 08.     (W)     SCALED    
 GS0440* NAVD 88     -       796.827  (meters)    2614.26   (feet)  ADJUSTED  
 GS0440  ___________________________________________________________________
 GS0440  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GS0440  DYNAMIC HT  -         796.015 (meters)    2611.59  (feet)  COMP
 GS0440  MODELED GRAV-     979,586.8   (mgal)                       NAVD 88
 GS0440
 GS0440  VERT ORDER  -  FIRST     CLASS II
 GS0440
 GS0440.The horizontal coordinates were scaled from a topographic map and have
 GS0440.an estimated accuracy of +/- 6 seconds.
 GS0440
 GS0440.The orthometric height was determined by differential leveling
 GS0440.and adjusted by the National Geodetic Survey in June 1991..
 GS0440
 GS0440.The geoid height was determined by GEOID03.
 GS0440
 GS0440.The dynamic height is computed by dividing the NAVD 88
 GS0440.geopotential number by the normal gravity value computed on the
 GS0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0440.degrees latitude (g = 980.6199 gals.).
 GS0440
 GS0440.The modeled gravity was interpolated from observed gravity values.
 GS0440
 GS0440;                    North         East    Units  Estimated Accuracy
 GS0440;SPC NV C     - 6,208,600.      523,650.      MT  (+/- 180 meters Scaled)
 GS0440
 GS0440                          SUPERSEDED SURVEY CONTROL
 GS0440
 GS0440  NGVD 29 (05/01/91)  796.019  (m)         2611.61   (f) ADJUSTED    1 2
 GS0440
 GS0440.Superseded values are not recommended for survey control.
 GS0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0440.See file dsdata.txt to determine how the superseded data were derived.
 GS0440
 GS0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA534539(NAD 83)
 GS0440_MARKER: I = METAL ROD
 GS0440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0440_SP_SET: STAINLESS STEEL ROD
 GS0440_STAMPING: M 405 1982
 GS0440_MARK LOGO: NGS   
 GS0440_PROJECTION: FLUSH
 GS0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0440+STABILITY: POSITION/ELEVATION WELL
 GS0440_ROD/PIPE-DEPTH: 4.4  meters
 GS0440
 GS0440  HISTORY     - Date     Condition        Report By
 GS0440  HISTORY     - 1982     MONUMENTED       NGS
 GS0440
 GS0440                          STATION DESCRIPTION
 GS0440
 GS0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0440'1.75 KM(1.1 MI) SOUTH FROM LATHROP WELLS.
 GS0440'1.75 KM (1.1 MI) SOUTH ALONG STATE HIGHWAY 373 FROM THE JUNCTION OF US
 GS0440'HIGHWAY 95 AT LATHROP WELLS, ON THE SOUTHEAST OF THE T JUNCTION OF A
 GS0440'DIRT ROAD LEADING EAST TO A DUMP, 0.35 KM (25 MI) NORTH OF MILEPOST
 GS0440'15, 58.1 METERS (190.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 14.0
 GS0440'METERS (46 FT) SOUTH OF THE CENTER OF THE ROAD, 2.0 METERS (6.5 FT)
 GS0440'NORTH OF A POWER LINE POLE.
 GS0440'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 GS0440'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1380 ***********************************************************************
 GR1380  DESIGNATION -  M 406
 GR1380  PID         -  GR1380
 GR1380  STATE/COUNTY-  NV/CLARK
 GR1380  USGS QUAD   -  MOAPA EAST (1983)
 GR1380
 GR1380                         *CURRENT SURVEY CONTROL
 GR1380  ___________________________________________________________________
 GR1380* NAD 83(1986)-  36 38 59.     (N)    114 35 12.     (W)     SCALED    
 GR1380* NAVD 88     -       510.949  (meters)    1676.34   (feet)  ADJUSTED  
 GR1380  ___________________________________________________________________
 GR1380  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 GR1380  DYNAMIC HT  -         510.467 (meters)    1674.76  (feet)  COMP
 GR1380  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 GR1380
 GR1380  VERT ORDER  -  FIRST     CLASS II
 GR1380
 GR1380.The horizontal coordinates were scaled from a topographic map and have
 GR1380.an estimated accuracy of +/- 6 seconds.
 GR1380
 GR1380.The orthometric height was determined by differential leveling
 GR1380.and adjusted by the National Geodetic Survey in June 1991..
 GR1380
 GR1380.The geoid height was determined by GEOID03.
 GR1380
 GR1380.The dynamic height is computed by dividing the NAVD 88
 GR1380.geopotential number by the normal gravity value computed on the
 GR1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1380.degrees latitude (g = 980.6199 gals.).
 GR1380
 GR1380.The modeled gravity was interpolated from observed gravity values.
 GR1380
 GR1380;                    North         East    Units  Estimated Accuracy
 GR1380;SPC NV E     - 8,211,220.      289,110.      MT  (+/- 180 meters Scaled)
 GR1380
 GR1380                          SUPERSEDED SURVEY CONTROL
 GR1380
 GR1380.No superseded survey control is available for this station.
 GR1380
 GR1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA157587(NAD 83)
 GR1380_MARKER: DB = BENCH MARK DISK
 GR1380_SETTING: 66 = SET IN ROCK OUTCROP
 GR1380_SP_SET: ROCK OUTCROP
 GR1380_STAMPING: M 406 1983
 GR1380_MARK LOGO: NGS   
 GR1380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1380+STABILITY: POSITION/ELEVATION WELL
 GR1380
 GR1380  HISTORY     - Date     Condition        Report By
 GR1380  HISTORY     - 1983     MONUMENTED       NGS
 GR1380
 GR1380                          STATION DESCRIPTION
 GR1380
 GR1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1380'2.0 KM (1.3 MI) SW FROM GLENDALE.
 GR1380'2.05 KM (1.3 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST END
 GR1380'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, IN TOP OF THE
 GR1380'SOUTHWEST END OF A 3 BY 4 FOOT LIMESTONE SHELF AT THE CENTER OF A LOW
 GR1380'BEDROCK CUT, 0.24 KM (0.15 MI) SOUTHWEST OF MILEPOST 90, 12.2 METERS
 GR1380'(40 FT) NORTHWEST OF THE SOUTH BOUND CENTERLINE, 0.45 METER (1.5 FT)
 GR1380'NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK SHELF.
 GR1380'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 GR1380'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1346 ***********************************************************************
 GR1346  DESIGNATION -  M 407
 GR1346  PID         -  GR1346
 GR1346  STATE/COUNTY-  NV/CLARK
 GR1346  USGS QUAD   -  INDIAN SPRINGS (1973)
 GR1346
 GR1346                         *CURRENT SURVEY CONTROL
 GR1346  ___________________________________________________________________
 GR1346* NAD 83(1986)-  36 34 17.     (N)    115 37 47.     (W)     SCALED    
 GR1346* NAVD 88     -       970.915  (meters)    3185.41   (feet)  ADJUSTED  
 GR1346  ___________________________________________________________________
 GR1346  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 GR1346  DYNAMIC HT  -         969.881 (meters)    3182.02  (feet)  COMP
 GR1346  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 GR1346
 GR1346  VERT ORDER  -  FIRST     CLASS II
 GR1346
 GR1346.The horizontal coordinates were scaled from a topographic map and have
 GR1346.an estimated accuracy of +/- 6 seconds.
 GR1346
 GR1346.The orthometric height was determined by differential leveling
 GR1346.and adjusted by the National Geodetic Survey in June 1991..
 GR1346
 GR1346.The geoid height was determined by GEOID03.
 GR1346
 GR1346.The dynamic height is computed by dividing the NAVD 88
 GR1346.geopotential number by the normal gravity value computed on the
 GR1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1346.degrees latitude (g = 980.6199 gals.).
 GR1346
 GR1346.The modeled gravity was interpolated from observed gravity values.
 GR1346
 GR1346;                    North         East    Units  Estimated Accuracy
 GR1346;SPC NV E     - 8,202,070.      195,850.      MT  (+/- 180 meters Scaled)
 GR1346
 GR1346                          SUPERSEDED SURVEY CONTROL
 GR1346
 GR1346  NGVD 29 (05/01/91)  970.108  (m)         3182.76   (f) ADJUSTED    1 2
 GR1346
 GR1346.Superseded values are not recommended for survey control.
 GR1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1346.See file dsdata.txt to determine how the superseded data were derived.
 GR1346
 GR1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA226482(NAD 83)
 GR1346_MARKER: I = METAL ROD
 GR1346_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1346_SP_SET: STAINLESS STEEL ROD
 GR1346_STAMPING: M 407 1983
 GR1346_MARK LOGO: NGS   
 GR1346_PROJECTION: FLUSH
 GR1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1346_ROD/PIPE-DEPTH: 5.8  meters
 GR1346
 GR1346  HISTORY     - Date     Condition        Report By
 GR1346  HISTORY     - 1983     MONUMENTED       NGS
 GR1346
 GR1346                          STATION DESCRIPTION
 GR1346
 GR1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1346'3.8 KM (2.4 MI) SE FROM INDIAN SPRINGS.
 GR1346'3.85 KM (2.4 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 GR1346'INDIAN SPRINGS, 83.2 METERS (273 FT) NORTH OF MILEPOST 117, 39.4
 GR1346'METERS (129.5 FT) NORTHEAST OF THE NORTH BOUND CENTERLINE, 69.8 METERS
 GR1346'(229 FT) EAST OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL FOR A
 GR1346'30-INCH CORRUGATED METAL PIPE CULVERT.
 GR1346'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 GR1346'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0455 ***********************************************************************
 GS0455  DESIGNATION -  M 408
 GS0455  PID         -  GS0455
 GS0455  STATE/COUNTY-  NV/NYE
 GS0455  USGS QUAD   -  SPECTER RANGE SW (1984)
 GS0455
 GS0455                         *CURRENT SURVEY CONTROL
 GS0455  ___________________________________________________________________
 GS0455* NAD 83(1986)-  36 33 56.     (N)    116 07 56.     (W)     SCALED    
 GS0455* NAVD 88     -       859.040  (meters)    2818.37   (feet)  ADJUSTED  
 GS0455  ___________________________________________________________________
 GS0455  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 GS0455  DYNAMIC HT  -         858.158 (meters)    2815.47  (feet)  COMP
 GS0455  MODELED GRAV-     979,576.2   (mgal)                       NAVD 88
 GS0455
 GS0455  VERT ORDER  -  FIRST     CLASS II
 GS0455
 GS0455.The horizontal coordinates were scaled from a topographic map and have
 GS0455.an estimated accuracy of +/- 6 seconds.
 GS0455
 GS0455.The orthometric height was determined by differential leveling
 GS0455.and adjusted by the National Geodetic Survey in June 1991..
 GS0455
 GS0455.The geoid height was determined by GEOID03.
 GS0455
 GS0455.The dynamic height is computed by dividing the NAVD 88
 GS0455.geopotential number by the normal gravity value computed on the
 GS0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0455.degrees latitude (g = 980.6199 gals.).
 GS0455
 GS0455.The modeled gravity was interpolated from observed gravity values.
 GS0455
 GS0455;                    North         East    Units  Estimated Accuracy
 GS0455;SPC NV C     - 6,201,550.      547,840.      MT  (+/- 180 meters Scaled)
 GS0455
 GS0455                          SUPERSEDED SURVEY CONTROL
 GS0455
 GS0455  NGVD 29 (05/01/91)  858.238  (m)         2815.74   (f) ADJUSTED    1 2
 GS0455
 GS0455.Superseded values are not recommended for survey control.
 GS0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0455.See file dsdata.txt to determine how the superseded data were derived.
 GS0455
 GS0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA776470(NAD 83)
 GS0455_MARKER: I = METAL ROD
 GS0455_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0455_SP_SET: STAINLESS STEEL ROD
 GS0455_STAMPING: M 408 1983
 GS0455_MARK LOGO: NGS   
 GS0455_PROJECTION: FLUSH
 GS0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0455_ROD/PIPE-DEPTH: 1.2  meters
 GS0455
 GS0455  HISTORY     - Date     Condition        Report By
 GS0455  HISTORY     - 1983     MONUMENTED       NGS
 GS0455
 GS0455                          STATION DESCRIPTION
 GS0455
 GS0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0455'25.6 KM (16.0 MI) SE FROM LATHROP WELLS.
 GS0455'25.65 KM (16.05 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0455'STATE HIGHWAY 373 IN LATHROP WELLS, 0.8 KM (0.5 MI) SOUTHEAST OF THE
 GS0455'JUNCTION OF STATE HIGHWAY 160, 0.45 KM (0.3 MI) WEST OF MILEPOST 14,
 GS0455'61.0 METERS (200 FT) SOUTH OF THE HIGHWAY CENTERLINE, 19.8 METERS (65
 GS0455'FT) EAST OF THE EAST ONE OF TWO WOODEN FENCE BRACES, 68.3 METERS (224
 GS0455'FT) SOUTHWEST OF THE SOUTHWEST END OF A 30 INCH CORRUGATED METAL PIPE
 GS0455'CULVERT, 0.45 METER (1.5 FT) NORTH OF THE RIGHT OF WAY FENCE.
 GS0455'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 GS0455'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0503 ***********************************************************************
 GS0503  DESIGNATION -  M 409
 GS0503  PID         -  GS0503
 GS0503  STATE/COUNTY-  NV/NYE
 GS0503  USGS QUAD   -  BEATTY MTN (1987)
 GS0503
 GS0503                         *CURRENT SURVEY CONTROL
 GS0503  ___________________________________________________________________
 GS0503* NAD 83(1986)-  36 57 53.     (N)    116 43 07.     (W)     SCALED    
 GS0503* NAVD 88     -      1075.962  (meters)    3530.05   (feet)  ADJUSTED  
 GS0503  ___________________________________________________________________
 GS0503  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 GS0503  DYNAMIC HT  -        1074.823 (meters)    3526.32  (feet)  COMP
 GS0503  MODELED GRAV-     979,536.3   (mgal)                       NAVD 88
 GS0503
 GS0503  VERT ORDER  -  FIRST     CLASS II
 GS0503
 GS0503.The horizontal coordinates were scaled from a topographic map and have
 GS0503.an estimated accuracy of +/- 6 seconds.
 GS0503
 GS0503.The orthometric height was determined by differential leveling
 GS0503.and adjusted by the National Geodetic Survey in June 1991..
 GS0503
 GS0503.The geoid height was determined by GEOID03.
 GS0503
 GS0503.The dynamic height is computed by dividing the NAVD 88
 GS0503.geopotential number by the normal gravity value computed on the
 GS0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0503.degrees latitude (g = 980.6199 gals.).
 GS0503
 GS0503.The modeled gravity was interpolated from observed gravity values.
 GS0503
 GS0503;                    North         East    Units  Estimated Accuracy
 GS0503;SPC NV C     - 6,245,710.      495,380.      MT  (+/- 180 meters Scaled)
 GS0503
 GS0503                          SUPERSEDED SURVEY CONTROL
 GS0503
 GS0503  NGVD 29 (05/01/91) 1075.035  (m)         3527.01   (f) ADJUSTED    1 2
 GS0503
 GS0503.Superseded values are not recommended for survey control.
 GS0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0503.See file dsdata.txt to determine how the superseded data were derived.
 GS0503
 GS0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA250909(NAD 83)
 GS0503_MARKER: I = METAL ROD
 GS0503_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0503_SP_SET: STAINLESS STEEL ROD
 GS0503_STAMPING: M 409 1983
 GS0503_MARK LOGO: NGS   
 GS0503_PROJECTION: FLUSH
 GS0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0503_ROD/PIPE-DEPTH: 9.4  meters
 GS0503
 GS0503  HISTORY     - Date     Condition        Report By
 GS0503  HISTORY     - 1983     MONUMENTED       NGS
 GS0503
 GS0503                          STATION DESCRIPTION
 GS0503
 GS0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0503'7.8 KM (4.8 MI) NORTH FROM BEATTY.
 GS0503'7.8 KM (4.85 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 GS0503'HIGHWAY 374 IN BEATTY, 0.6 KM (0.4 MI) SOUTH OF MILEPOST 65, 14.9
 GS0503'METERS (49 FT) WEST OF THE HIGHWAY CENTERLINE, 121.0 METERS (397 FT)
 GS0503'SOUTH OF THE CENTER OF A RANCH ROAD LEADING WEST, 0.5 METER (1.5 FT)
 GS0503'EAST OF THE RIGHT-OF-WAY FENCE, 2.4 METERS (8 FT) SOUTH OF BM K 16.
 GS0503'THE MARK IS 1.7 METERS  S FROM A WITNESS POST.
 GS0503'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0395 ***********************************************************************
 MT0395  DESIGNATION -  M 41
 MT0395  PID         -  MT0395
 MT0395  STATE/COUNTY-  NV/ELKO
 MT0395  USGS QUAD   -  JARBIDGE NORTH (1986)
 MT0395
 MT0395                         *CURRENT SURVEY CONTROL
 MT0395  ___________________________________________________________________
 MT0395* NAD 83(1986)-  41 58 37.     (N)    115 24 47.     (W)     SCALED    
 MT0395* NAVD 88     -      1665.749  (meters)    5465.04   (feet)  ADJUSTED  
 MT0395  ___________________________________________________________________
 MT0395  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 MT0395  DYNAMIC HT  -        1664.464 (meters)    5460.83  (feet)  COMP
 MT0395  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 MT0395
 MT0395  VERT ORDER  -  SECOND    CLASS 0
 MT0395
 MT0395.The horizontal coordinates were scaled from a topographic map and have
 MT0395.an estimated accuracy of +/- 6 seconds.
 MT0395
 MT0395.The orthometric height was determined by differential leveling
 MT0395.and adjusted by the National Geodetic Survey in June 1991..
 MT0395
 MT0395.The geoid height was determined by GEOID03.
 MT0395
 MT0395.The dynamic height is computed by dividing the NAVD 88
 MT0395.geopotential number by the normal gravity value computed on the
 MT0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0395.degrees latitude (g = 980.6199 gals.).
 MT0395
 MT0395.The modeled gravity was interpolated from observed gravity values.
 MT0395
 MT0395;                    North         East    Units  Estimated Accuracy
 MT0395;SPC NV E     - 8,802,150.      214,110.      MT  (+/- 180 meters Scaled)
 MT0395
 MT0395                          SUPERSEDED SURVEY CONTROL
 MT0395
 MT0395  NGVD 29 (??/??/92) 1664.538  (m)         5461.07   (f) ADJ UNCH    2 0
 MT0395
 MT0395.Superseded values are not recommended for survey control.
 MT0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0395.See file dsdata.txt to determine how the superseded data were derived.
 MT0395
 MT0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG314484(NAD 83)
 MT0395_MARKER: DB = BENCH MARK DISK
 MT0395_SETTING: 80 = SET IN A BOULDER
 MT0395_STAMPING: M 41 1934
 MT0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0395+STABILITY: SURFACE MOTION
 MT0395
 MT0395  HISTORY     - Date     Condition        Report By
 MT0395  HISTORY     - 1934     MONUMENTED       CGS
 MT0395  HISTORY     - 1951     GOOD             NGS
 MT0395
 MT0395                          STATION DESCRIPTION
 MT0395
 MT0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0395'7.8 MI N FROM JARBIDGE.
 MT0395'7.8 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE IN JARBIDGE,
 MT0395'1.5 MILES SOUTH OF THE IDAHO STATE LINE, IN THE TOP OF A LARGE LONE
 MT0395'BOULDER BETWEEN THE ROAD AND THE JARBIDGE RIVER, 0.1 MILES SOUTH OF A
 MT0395'PROMINENT TURNOUT ON THE WEST SIDE OF THE ROAD, ABOUT 25 YARDS
 MT0395'SOUTHEAST OF AND ACROSS THE RIVER FROM A PROMINENT 20-FOOT BY 30-FOOT
 MT0395'FLAT BOULDER, 40 FEET EAST OF THE EAST EDGE OF THE JARBIDGE RIVER, 37
 MT0395'FEET EAST OF A 12-INCH CEDAR TREE, 16 1/2 FEET WEST OF THE CENTER LINE
 MT0395'OF THE ROAD, ABOUT ONE FOOT LOWER THAN THE ROAD, AND MARKED WITH WHITE
 MT0395'PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0855 ***********************************************************************
 HQ0855  DESIGNATION -  M 410
 HQ0855  PID         -  HQ0855
 HQ0855  STATE/COUNTY-  NV/ESMERALDA
 HQ0855  USGS QUAD   -  KLONDIKE (1982)
 HQ0855
 HQ0855                         *CURRENT SURVEY CONTROL
 HQ0855  ___________________________________________________________________
 HQ0855* NAD 83(1986)-  37 58 30.     (N)    117 16 21.     (W)     SCALED    
 HQ0855* NAVD 88     -      1639.405  (meters)    5378.61   (feet)  ADJUSTED  
 HQ0855  ___________________________________________________________________
 HQ0855  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 HQ0855  DYNAMIC HT  -        1637.596 (meters)    5372.68  (feet)  COMP
 HQ0855  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 HQ0855
 HQ0855  VERT ORDER  -  FIRST     CLASS II
 HQ0855
 HQ0855.The horizontal coordinates were scaled from a topographic map and have
 HQ0855.an estimated accuracy of +/- 6 seconds.
 HQ0855
 HQ0855.The orthometric height was determined by differential leveling
 HQ0855.and adjusted by the National Geodetic Survey in June 1991..
 HQ0855
 HQ0855.The geoid height was determined by GEOID03.
 HQ0855
 HQ0855.The dynamic height is computed by dividing the NAVD 88
 HQ0855.geopotential number by the normal gravity value computed on the
 HQ0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0855.degrees latitude (g = 980.6199 gals.).
 HQ0855
 HQ0855.The modeled gravity was interpolated from observed gravity values.
 HQ0855
 HQ0855;                    North         East    Units  Estimated Accuracy
 HQ0855;SPC NV W     - 4,358,640.      915,160.      MT  (+/- 180 meters Scaled)
 HQ0855
 HQ0855                          SUPERSEDED SURVEY CONTROL
 HQ0855
 HQ0855  NGVD 29 (05/01/91) 1638.232  (m)         5374.77   (f) ADJUSTED    1 2
 HQ0855
 HQ0855.Superseded values are not recommended for survey control.
 HQ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0855.See file dsdata.txt to determine how the superseded data were derived.
 HQ0855
 HQ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC760030(NAD 83)
 HQ0855_MARKER: DB = BENCH MARK DISK
 HQ0855_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HQ0855_SP_SET: HEADWALL
 HQ0855_STAMPING: M 410 1983
 HQ0855_MARK LOGO: NGS   
 HQ0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0855
 HQ0855  HISTORY     - Date     Condition        Report By
 HQ0855  HISTORY     - 1983     MONUMENTED       NGS
 HQ0855
 HQ0855                          STATION DESCRIPTION
 HQ0855
 HQ0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0855'11.7 KM (7.3 MI) SOUTH FROM TONOPAH.
 HQ0855'11.7 KM (7.3 MI) SOUTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 HQ0855'HIGHWAY 6 IN TONOPAH, IN TOP OF THE SOUTH END OF THE WEST HEADWALL FOR
 HQ0855'A 6-INCH CONCRETE PIPE CULVERT, 15.8 METERS (52 FT) WEST OF THE
 HQ0855'HIGHWAY CENTERLINE, 0.3 METER (1 FT) NORTH OF THE SOUTH END.
 HQ0855'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0322 ***********************************************************************
 MU0322  DESIGNATION -  M 411
 MU0322  PID         -  MU0322
 MU0322  STATE/COUNTY-  NV/ELKO
 MU0322  USGS QUAD   -  OWYHEE (1971)
 MU0322
 MU0322                         *CURRENT SURVEY CONTROL
 MU0322  ___________________________________________________________________
 MU0322* NAD 83(1986)-  41 58 54.     (N)    116 07 18.     (W)     SCALED    
 MU0322* NAVD 88     -      1632.769  (meters)    5356.84   (feet)  ADJUSTED  
 MU0322  ___________________________________________________________________
 MU0322  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 MU0322  DYNAMIC HT  -        1631.602 (meters)    5353.01  (feet)  COMP
 MU0322  MODELED GRAV-     979,850.0   (mgal)                       NAVD 88
 MU0322
 MU0322  VERT ORDER  -  FIRST     CLASS II
 MU0322
 MU0322.The horizontal coordinates were scaled from a topographic map and have
 MU0322.an estimated accuracy of +/- 6 seconds.
 MU0322
 MU0322.The orthometric height was determined by differential leveling
 MU0322.and adjusted by the National Geodetic Survey in June 1991..
 MU0322
 MU0322.The geoid height was determined by GEOID03.
 MU0322
 MU0322.The dynamic height is computed by dividing the NAVD 88
 MU0322.geopotential number by the normal gravity value computed on the
 MU0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0322.degrees latitude (g = 980.6199 gals.).
 MU0322
 MU0322.The modeled gravity was interpolated from observed gravity values.
 MU0322
 MU0322;                    North         East    Units  Estimated Accuracy
 MU0322;SPC NV E     - 8,802,800.      155,390.      MT  (+/- 180 meters Scaled)
 MU0322
 MU0322                          SUPERSEDED SURVEY CONTROL
 MU0322
 MU0322.No superseded survey control is available for this station.
 MU0322
 MU0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG727481(NAD 83)
 MU0322_MARKER: I = METAL ROD
 MU0322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0322_SP_SET: STAINLESS STEEL ROD
 MU0322_STAMPING: M 411 1983
 MU0322_MARK LOGO: NGS   
 MU0322_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0322
 MU0322  HISTORY     - Date     Condition        Report By
 MU0322  HISTORY     - 1983     MONUMENTED       NGS
 MU0322  HISTORY     - 19840601 GOOD             NGS
 MU0322
 MU0322                          STATION DESCRIPTION
 MU0322
 MU0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0322'LOCATION--4.6 KM (2.8 MI) NORTH OF OWYHEE. 4.6 KM (2.85 MI) NORTH
 MU0322'ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, 0.3 KM (0.25 MI)
 MU0322'SOUTH OF A POWER LINE CROSSING, AT A FENCE CORNER UNDER THE POWER
 MU0322'LINE, 27.7 M (91 FT) WEST OF THE HIGHWAY CENTERLINE, 47.8 M (157 FT)
 MU0322'NORTHWEST OF THE CENTER OF THE T JUNCTION OF A GRAVEL ROAD LEADING
 MU0322'EAST, 1.2 M (4 FT) NORTH OF A POWER POLE AND 0.9 M (3 FT) EAST OF THE
 MU0322'RIGHT OF WAY FENCE.  A STAINLESS STEEL ROD SET TO THE DEPTH OF 3.0 M
 MU0322'ENCASED IN A PIPE FLUSH WITH THE GROUND.  ABOUT LEVEL WITH THE
 MU0322'HIGHWAY.  0.6 M SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0809 ***********************************************************************
 HQ0809  DESIGNATION -  M 412
 HQ0809  PID         -  HQ0809
 HQ0809  STATE/COUNTY-  NV/NYE
 HQ0809  USGS QUAD   -  SCOTTYS JUNCTION (1968)
 HQ0809
 HQ0809                         *CURRENT SURVEY CONTROL
 HQ0809  ___________________________________________________________________
 HQ0809* NAD 83(1986)-  37 17 14.     (N)    117 02 30.     (W)     SCALED    
 HQ0809* NAVD 88     -      1229.499  (meters)    4033.78   (feet)  ADJUSTED  
 HQ0809  ___________________________________________________________________
 HQ0809  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 HQ0809  DYNAMIC HT  -        1228.166 (meters)    4029.41  (feet)  COMP
 HQ0809  MODELED GRAV-     979,504.2   (mgal)                       NAVD 88
 HQ0809
 HQ0809  VERT ORDER  -  FIRST     CLASS II
 HQ0809
 HQ0809.The horizontal coordinates were scaled from a topographic map and have
 HQ0809.an estimated accuracy of +/- 6 seconds.
 HQ0809
 HQ0809.The orthometric height was determined by differential leveling
 HQ0809.and adjusted by the National Geodetic Survey in June 1991..
 HQ0809
 HQ0809.The geoid height was determined by GEOID03.
 HQ0809
 HQ0809.The dynamic height is computed by dividing the NAVD 88
 HQ0809.geopotential number by the normal gravity value computed on the
 HQ0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0809.degrees latitude (g = 980.6199 gals.).
 HQ0809
 HQ0809.The modeled gravity was interpolated from observed gravity values.
 HQ0809
 HQ0809;                    North         East    Units  Estimated Accuracy
 HQ0809;SPC NV C     - 6,281,570.      466,750.      MT  (+/- 180 meters Scaled)
 HQ0809
 HQ0809                          SUPERSEDED SURVEY CONTROL
 HQ0809
 HQ0809  NGVD 29 (05/01/91) 1228.478  (m)         4030.43   (f) ADJUSTED    1 2
 HQ0809
 HQ0809.Superseded values are not recommended for survey control.
 HQ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0809.See file dsdata.txt to determine how the superseded data were derived.
 HQ0809
 HQ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB963267(NAD 83)
 HQ0809_MARKER: I = METAL ROD
 HQ0809_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HQ0809_SP_SET: STAINLESS STEEL ROD
 HQ0809_STAMPING: M 412 1983
 HQ0809_MARK LOGO: NGS   
 HQ0809_PROJECTION: FLUSH
 HQ0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0809_ROD/PIPE-DEPTH: 3.6  meters
 HQ0809
 HQ0809  HISTORY     - Date     Condition        Report By
 HQ0809  HISTORY     - 1983     MONUMENTED       NGS
 HQ0809
 HQ0809                          STATION DESCRIPTION
 HQ0809
 HQ0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0809'55.1 KM (34.4 MI) NORTH FROM BEATTY.
 HQ0809'55.15 KM (34.45 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 HQ0809'STATE HIGHWAY 374 IN BEATTY, 1.6 KM (1.0 MI) SOUTHEAST OF THE
 HQ0809'T-JUNCTION OF STATE HIGHWAY 267 AND SCOTTYS JUNCTION, 0.45 KM (0.3 MI)
 HQ0809'NORTHWEST OF MILEPOST 94, ON THE EXTENDED CENTERLINE OF A PRIVATE ROAD
 HQ0809'LEADING EAST, 60.0 METERS (197 FT) SOUTHWEST OF THE HIGHWAY
 HQ0809'CENTERLINE, 5.8 METERS (19 FT) SOUTHEAST OF THE SOUTHEAST END OF A
 HQ0809'WOODEN BRACE IN THE RIGHT-OF-WAY FENCE, 5.5 METERS (18 FT) SOUTHEAST
 HQ0809'OF THE POWER POLE FOR A Y-JUNCTION OF TWO POWER LINES, 0.6 METER (2
 HQ0809'FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 HQ0809'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 HQ0809'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0344 ***********************************************************************
 MU0344  DESIGNATION -  M 413
 MU0344  PID         -  MU0344
 MU0344  STATE/COUNTY-  NV/ELKO
 MU0344  USGS QUAD   -  DEEP CREEK (1987)
 MU0344
 MU0344                         *CURRENT SURVEY CONTROL
 MU0344  ___________________________________________________________________
 MU0344* NAD 83(1986)-  41 34 02.     (N)    116 09 15.     (W)     SCALED    
 MU0344* NAVD 88     -      1732.844  (meters)    5685.17   (feet)  ADJUSTED  
 MU0344  ___________________________________________________________________
 MU0344  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 MU0344  DYNAMIC HT  -        1731.469 (meters)    5680.66  (feet)  COMP
 MU0344  MODELED GRAV-     979,768.4   (mgal)                       NAVD 88
 MU0344
 MU0344  VERT ORDER  -  FIRST     CLASS II
 MU0344
 MU0344.The horizontal coordinates were scaled from a topographic map and have
 MU0344.an estimated accuracy of +/- 6 seconds.
 MU0344
 MU0344.The orthometric height was determined by differential leveling
 MU0344.and adjusted by the National Geodetic Survey in June 1991..
 MU0344
 MU0344.The geoid height was determined by GEOID03.
 MU0344
 MU0344.The dynamic height is computed by dividing the NAVD 88
 MU0344.geopotential number by the normal gravity value computed on the
 MU0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0344.degrees latitude (g = 980.6199 gals.).
 MU0344
 MU0344.The modeled gravity was interpolated from observed gravity values.
 MU0344
 MU0344;                    North         East    Units  Estimated Accuracy
 MU0344;SPC NV E     - 8,756,790.      152,390.      MT  (+/- 180 meters Scaled)
 MU0344
 MU0344                          SUPERSEDED SURVEY CONTROL
 MU0344
 MU0344.No superseded survey control is available for this station.
 MU0344
 MU0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG705020(NAD 83)
 MU0344_MARKER: I = METAL ROD
 MU0344_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0344_SP_SET: STAINLESS STEEL ROD
 MU0344_STAMPING: M 413 1983
 MU0344_MARK LOGO: NGS   
 MU0344_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0344
 MU0344  HISTORY     - Date     Condition        Report By
 MU0344  HISTORY     - 1983     MONUMENTED       NGS
 MU0344  HISTORY     - 19840601 GOOD             NGS
 MU0344
 MU0344                          STATION DESCRIPTION
 MU0344
 MU0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0344'LOCATION--60.6 KM (37.9 MI) SOUTH OF OWYHEE. 0.7 KM (0.45 MI) SOUTH
 MU0344'ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE 59.9 KM
 MU0344'(37.45 MI) SOUTH ALONG STATE HIGHWAY 11, AT A TELEPHONE LINE CROSSING,
 MU0344'1.0 KM (0.6 MI) WEST OF THE BRIDGE OVER DEEP CREEK, 13.1 M (43 FT)
 MU0344'NORTH OF THE HIGHWAY CENTERLINE, 14.0 M (46 FT) WEST OF A TELEPHONE
 MU0344'POLE WITH A GUY WIRE ATTACHED.  A STAINLESS STEEL ROD SET TO THE DEPTH
 MU0344'OF 9.1 M ENCASED IN A PIPE FLUSH WITH THE GROUND.  0.6 M ABOVE THE
 MU0344'HIGHWAY.  0.6 M SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0369 ***********************************************************************
 MU0369  DESIGNATION -  M 414
 MU0369  PID         -  MU0369
 MU0369  STATE/COUNTY-  NV/ELKO
 MU0369  USGS QUAD   -  STAMPEDE RANCH (1970)
 MU0369
 MU0369                         *CURRENT SURVEY CONTROL
 MU0369  ___________________________________________________________________
 MU0369* NAD 83(1986)-  41 14 54.     (N)    116 03 38.     (W)     SCALED    
 MU0369* NAVD 88     -      1894.689  (meters)    6216.16   (feet)  ADJUSTED  
 MU0369  ___________________________________________________________________
 MU0369  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 MU0369  DYNAMIC HT  -        1893.098 (meters)    6210.94  (feet)  COMP
 MU0369  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 MU0369
 MU0369  VERT ORDER  -  FIRST     CLASS II
 MU0369
 MU0369.The horizontal coordinates were scaled from a topographic map and have
 MU0369.an estimated accuracy of +/- 6 seconds.
 MU0369
 MU0369.The orthometric height was determined by differential leveling
 MU0369.and adjusted by the National Geodetic Survey in June 1991..
 MU0369
 MU0369.The geoid height was determined by GEOID03.
 MU0369
 MU0369.The dynamic height is computed by dividing the NAVD 88
 MU0369.geopotential number by the normal gravity value computed on the
 MU0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0369.degrees latitude (g = 980.6199 gals.).
 MU0369
 MU0369.The modeled gravity was interpolated from observed gravity values.
 MU0369
 MU0369;                    North         East    Units  Estimated Accuracy
 MU0369;SPC NV E     - 8,721,330.      160,000.      MT  (+/- 180 meters Scaled)
 MU0369
 MU0369                          SUPERSEDED SURVEY CONTROL
 MU0369
 MU0369.No superseded survey control is available for this station.
 MU0369
 MU0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF787667(NAD 83)
 MU0369_MARKER: I = METAL ROD
 MU0369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0369_SP_SET: STAINLESS STEEL ROD
 MU0369_STAMPING: M 414 1983
 MU0369_MARK LOGO: NGS   
 MU0369_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0369
 MU0369  HISTORY     - Date     Condition        Report By
 MU0369  HISTORY     - 1983     MONUMENTED       NGS
 MU0369  HISTORY     - 19840601 GOOD             NGS
 MU0369
 MU0369                          STATION DESCRIPTION
 MU0369
 MU0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0369'LOCATION--17.2 KM (10.7 MI) SE OF TUSCARORA. 17.2 KM (10.7 MI)
 MU0369'SOUTHEAST ALONG THE ELKO ROAD FROM THE POST OFFICE AT TUSCARORA, 0.2
 MU0369'KM (0.15 MI) NORTHWEST OF MILEPOST 14, AT A WATER PIPE CAN, 28.6 M (94
 MU0369'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 21.3 M (70 FT) NORTHEAST OF
 MU0369'THE NORTHEAST END OF A 30-INCH CORRUGATED METAL PIPE CULVERT, 4.9 M
 MU0369'(16 FT) EAST OF THE CENTER OF A GRAVEL ROAD LEADING NORTHEAST, 4.9 M
 MU0369'(16 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE AND 2.4 M (8 FT) SOUTHEAST
 MU0369'OF THE SOUTHEAST CORNER OF A CATTLE GUARD.  A STAINLESS STEEL ROD SET
 MU0369'TO THE DEPTH OF 4.6 M ENCASED IN A PIPE FLUSH WITH THE GROUND.  ABOUT
 MU0369'LEVEL WITH THE HIGHWAY.  0.4 M SOUTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0553 ***********************************************************************
 LQ0553  DESIGNATION -  M 415
 LQ0553  PID         -  LQ0553
 LQ0553  STATE/COUNTY-  NV/ELKO
 LQ0553  USGS QUAD   -  KITTRIDGE SPRINGS (1982)
 LQ0553
 LQ0553                         *CURRENT SURVEY CONTROL
 LQ0553  ___________________________________________________________________
 LQ0553* NAD 83(1986)-  40 57 23.     (N)    115 52 26.     (W)     SCALED    
 LQ0553* NAVD 88     -      1938.232  (meters)    6359.02   (feet)  ADJUSTED  
 LQ0553  ___________________________________________________________________
 LQ0553  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 LQ0553  DYNAMIC HT  -        1936.533 (meters)    6353.44  (feet)  COMP
 LQ0553  MODELED GRAV-     979,677.8   (mgal)                       NAVD 88
 LQ0553
 LQ0553  VERT ORDER  -  FIRST     CLASS II
 LQ0553
 LQ0553.The horizontal coordinates were scaled from a topographic map and have
 LQ0553.an estimated accuracy of +/- 6 seconds.
 LQ0553
 LQ0553.The orthometric height was determined by differential leveling
 LQ0553.and adjusted by the National Geodetic Survey in June 1991..
 LQ0553
 LQ0553.The geoid height was determined by GEOID03.
 LQ0553
 LQ0553.The dynamic height is computed by dividing the NAVD 88
 LQ0553.geopotential number by the normal gravity value computed on the
 LQ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0553.degrees latitude (g = 980.6199 gals.).
 LQ0553
 LQ0553.The modeled gravity was interpolated from observed gravity values.
 LQ0553
 LQ0553;                    North         East    Units  Estimated Accuracy
 LQ0553;SPC NV E     - 8,688,840.      175,540.      MT  (+/- 180 meters Scaled)
 LQ0553
 LQ0553                          SUPERSEDED SURVEY CONTROL
 LQ0553
 LQ0553.No superseded survey control is available for this station.
 LQ0553
 LQ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF947345(NAD 83)
 LQ0553_MARKER: I = METAL ROD
 LQ0553_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LQ0553_SP_SET: STAINLESS STEEL ROD
 LQ0553_STAMPING: M 415 1983
 LQ0553_MARK LOGO: NGS   
 LQ0553_MAGNETIC: I = MARKER IS A STEEL ROD
 LQ0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0553
 LQ0553  HISTORY     - Date     Condition        Report By
 LQ0553  HISTORY     - 1983     MONUMENTED       NGS
 LQ0553  HISTORY     - 19840601 GOOD             NGS
 LQ0553
 LQ0553                          STATION DESCRIPTION
 LQ0553
 LQ0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 LQ0553'LOCATION--20.1 KM (12.5 MI) NORTH OF ELKO. 20.1 KM (12.5 MI) NORTH
 LQ0553'ALONG STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80 AT ELKO, AT
 LQ0553'A DIM FIELD ROAD LEADING EAST, 0.4 KM (0.25 MI) NORTH OF MILEPOST 40,
 LQ0553'35.7 M (117 FT) EAST OF THE HIGHWAY CENTERLINE, 4.8 M (16 FT) WEST OF
 LQ0553'THE CENTER OF A WIRE GATE AND 0.3 M (1 FT) WEST OF A FENCE CORNER.  A
 LQ0553'STAINLESS STEEL ROD SET TO THE DEPTH OF 6.1 M ENCASED IN A PIPE FLUSH
 LQ0553'WITH THE GROUND.  0.5 M ABOVE THE HIGHWAY.  0.3 M SOUTH FROM A WITNESS
 LQ0553'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0511 ***********************************************************************
 GS0511  DESIGNATION -  M 416
 GS0511  PID         -  GS0511
 GS0511  STATE/COUNTY-  NV/NYE
 GS0511  USGS QUAD   -  GOLD CENTER (1988)
 GS0511
 GS0511                         *CURRENT SURVEY CONTROL
 GS0511  ___________________________________________________________________
 GS0511* NAD 83(1986)-  36 50 48.     (N)    116 51 40.     (W)     SCALED    
 GS0511* NAVD 88     -      1059.375  (meters)    3475.63   (feet)  ADJUSTED  
 GS0511  ___________________________________________________________________
 GS0511  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GS0511  DYNAMIC HT  -        1058.278 (meters)    3472.03  (feet)  COMP
 GS0511  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 GS0511
 GS0511  VERT ORDER  -  FIRST     CLASS II
 GS0511
 GS0511.The horizontal coordinates were scaled from a topographic map and have
 GS0511.an estimated accuracy of +/- 6 seconds.
 GS0511
 GS0511.The orthometric height was determined by differential leveling
 GS0511.and adjusted by the National Geodetic Survey in June 1991..
 GS0511
 GS0511.The geoid height was determined by GEOID03.
 GS0511
 GS0511.The dynamic height is computed by dividing the NAVD 88
 GS0511.geopotential number by the normal gravity value computed on the
 GS0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0511.degrees latitude (g = 980.6199 gals.).
 GS0511
 GS0511.The modeled gravity was interpolated from observed gravity values.
 GS0511
 GS0511;                    North         East    Units  Estimated Accuracy
 GS0511;SPC NV C     - 6,232,630.      482,660.      MT  (+/- 180 meters Scaled)
 GS0511
 GS0511                          SUPERSEDED SURVEY CONTROL
 GS0511
 GS0511  NGVD 29 (05/01/91) 1058.459  (m)         3472.63   (f) ADJUSTED    1 2
 GS0511
 GS0511.Superseded values are not recommended for survey control.
 GS0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0511.See file dsdata.txt to determine how the superseded data were derived.
 GS0511
 GS0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA123778(NAD 83)
 GS0511_MARKER: I = METAL ROD
 GS0511_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GS0511+WITH SETTING: INFORMATION.
 GS0511_SP_SET: SHALLOW SET METAL ROD
 GS0511_STAMPING: M 416 1983
 GS0511_MARK LOGO: NGS   
 GS0511_PROJECTION: FLUSH
 GS0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0511_ROD/PIPE-DEPTH: 2.3  meters
 GS0511
 GS0511  HISTORY     - Date     Condition        Report By
 GS0511  HISTORY     - 1983     MONUMENTED       NGS
 GS0511
 GS0511                          STATION DESCRIPTION
 GS0511
 GS0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0511'11.9 KM (7.4 MI) SW FROM BEATTY.
 GS0511'11.9 KM (7.45 MI) SOUTHWEST ALONG STATE HIGHWAY 374 FROM ITS JUNCTION
 GS0511'WITH US HIGHWAY 95 IN BEATTY, 2.35 KM (1.5 MI) NORTHEAST OF THE DEATH
 GS0511'VALLEY NATIONAL PARK BOUNDARY, 1.25 KM (0.8 MI) NORTHEAST OF MILEPOST
 GS0511'1, 21.8 METERS (71.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE.
 GS0511'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 GS0511'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0456 ***********************************************************************
 JQ0456  DESIGNATION -  M 417
 JQ0456  PID         -  JQ0456
 JQ0456  STATE/COUNTY-  NV/NYE
 JQ0456  USGS QUAD   -  STONE CABIN RANCH NE (1986)
 JQ0456
 JQ0456                         *CURRENT SURVEY CONTROL
 JQ0456  ___________________________________________________________________
 JQ0456* NAD 83(1986)-  38 09 21.     (N)    116 31 53.     (W)     SCALED    
 JQ0456* NAVD 88     -      1772.368  (meters)    5814.84   (feet)  ADJUSTED  
 JQ0456  ___________________________________________________________________
 JQ0456  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 JQ0456  DYNAMIC HT  -        1770.393 (meters)    5808.36  (feet)  COMP
 JQ0456  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 JQ0456
 JQ0456  VERT ORDER  -  FIRST     CLASS II
 JQ0456
 JQ0456.The horizontal coordinates were scaled from a topographic map and have
 JQ0456.an estimated accuracy of +/- 6 seconds.
 JQ0456
 JQ0456.The orthometric height was determined by differential leveling
 JQ0456.and adjusted by the National Geodetic Survey in June 1991..
 JQ0456
 JQ0456.The geoid height was determined by GEOID03.
 JQ0456
 JQ0456.The dynamic height is computed by dividing the NAVD 88
 JQ0456.geopotential number by the normal gravity value computed on the
 JQ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0456.degrees latitude (g = 980.6199 gals.).
 JQ0456
 JQ0456.The modeled gravity was interpolated from observed gravity values.
 JQ0456
 JQ0456;                    North         East    Units  Estimated Accuracy
 JQ0456;SPC NV C     - 6,377,910.      511,860.      MT  (+/- 180 meters Scaled)
 JQ0456
 JQ0456                          SUPERSEDED SURVEY CONTROL
 JQ0456
 JQ0456.No superseded survey control is available for this station.
 JQ0456
 JQ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC410232(NAD 83)
 JQ0456_MARKER: I = METAL ROD
 JQ0456_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0456_SP_SET: STAINLESS STEEL ROD
 JQ0456_STAMPING: M 417 1984
 JQ0456_MARK LOGO: NGS   
 JQ0456_PROJECTION: FLUSH
 JQ0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0456_ROD/PIPE-DEPTH: 5.2  meters
 JQ0456
 JQ0456  HISTORY     - Date     Condition        Report By
 JQ0456  HISTORY     - 1984     MONUMENTED       NGS
 JQ0456
 JQ0456                          STATION DESCRIPTION
 JQ0456
 JQ0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0456'15.8 KM (9.9 MI) WEST FROM WARM SPRINGS.
 JQ0456'15.85 KM (9.9 MI) WEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 JQ0456'HIGHWAY 375 AT WARM SPRINGS, 0.75 KM (0.45 MI) WEST OF MILEPOST 42,
 JQ0456'65.8 METERS (216 FT) SOUTH OF THE HIGHWAY CENTERLINE AND 5.2 METERS
 JQ0456'(17 FT) WEST OF POWER POLE 1545551E.
 JQ0456'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 JQ0456'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0481 ***********************************************************************
 JQ0481  DESIGNATION -  M 418
 JQ0481  PID         -  JQ0481
 JQ0481  STATE/COUNTY-  NV/NYE
 JQ0481  USGS QUAD   -  LUNAR CRATER (1967)
 JQ0481
 JQ0481                         *CURRENT SURVEY CONTROL
 JQ0481  ___________________________________________________________________
 JQ0481* NAD 83(1986)-  38 29 07.     (N)    116 04 49.     (W)     SCALED    
 JQ0481* NAVD 88     -      1796.658  (meters)    5894.54   (feet)  ADJUSTED  
 JQ0481  ___________________________________________________________________
 JQ0481  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 JQ0481  DYNAMIC HT  -        1794.696 (meters)    5888.10  (feet)  COMP
 JQ0481  MODELED GRAV-     979,472.6   (mgal)                       NAVD 88
 JQ0481
 JQ0481  VERT ORDER  -  FIRST     CLASS II
 JQ0481
 JQ0481.The horizontal coordinates were scaled from a topographic map and have
 JQ0481.an estimated accuracy of +/- 6 seconds.
 JQ0481
 JQ0481.The orthometric height was determined by differential leveling
 JQ0481.and adjusted by the National Geodetic Survey in June 1991..
 JQ0481
 JQ0481.The geoid height was determined by GEOID03.
 JQ0481
 JQ0481.The dynamic height is computed by dividing the NAVD 88
 JQ0481.geopotential number by the normal gravity value computed on the
 JQ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0481.degrees latitude (g = 980.6199 gals.).
 JQ0481
 JQ0481.The modeled gravity was interpolated from observed gravity values.
 JQ0481
 JQ0481;                    North         East    Units  Estimated Accuracy
 JQ0481;SPC NV C     - 6,414,630.      551,160.      MT  (+/- 180 meters Scaled)
 JQ0481
 JQ0481                          SUPERSEDED SURVEY CONTROL
 JQ0481
 JQ0481.No superseded survey control is available for this station.
 JQ0481
 JQ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC802600(NAD 83)
 JQ0481_MARKER: DB = BENCH MARK DISK
 JQ0481_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0481_SP_SET: ROCK OUTCROP
 JQ0481_STAMPING: M 418 1984
 JQ0481_MARK LOGO: NGS   
 JQ0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0481+STABILITY: POSITION/ELEVATION WELL
 JQ0481
 JQ0481  HISTORY     - Date     Condition        Report By
 JQ0481  HISTORY     - 1984     MONUMENTED       NGS
 JQ0481
 JQ0481                          STATION DESCRIPTION
 JQ0481
 JQ0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0481'42.5 KM (26.6 MI) NE FROM WARM SPRINGS.
 JQ0481'42.5 KM (26.6 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0481'STATE HIGHWAY 375 AT WARM SPRINGS, IN TOP OF THE WEST EDGE OF A 3 BY 5
 JQ0481'FOOT PORTION OF RHYOLITE OUTCROP FLUSH WITH THE SURFACE OF THE GROUND,
 JQ0481'AT THE WEST END OF A BEDROCK CUT AND 18.3 METERS (60 FT) SOUTH OF THE
 JQ0481'HIGHWAY CENTERLINE.
 JQ0481'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 JQ0481'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0301 ***********************************************************************
 JP0301  DESIGNATION -  M 419
 JP0301  PID         -  JP0301
 JP0301  STATE/COUNTY-  NV/NYE
 JP0301  USGS QUAD   -  WHITE PINE PEAK (1990)
 JP0301
 JP0301                         *CURRENT SURVEY CONTROL
 JP0301  ___________________________________________________________________
 JP0301* NAD 83(1986)-  38 45 09.     (N)    115 27 18.     (W)     SCALED    
 JP0301* NAVD 88     -      1629.094  (meters)    5344.79   (feet)  ADJUSTED  
 JP0301  ___________________________________________________________________
 JP0301  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 JP0301  DYNAMIC HT  -        1627.349 (meters)    5339.06  (feet)  COMP
 JP0301  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 JP0301
 JP0301  VERT ORDER  -  FIRST     CLASS II
 JP0301
 JP0301.The horizontal coordinates were scaled from a topographic map and have
 JP0301.an estimated accuracy of +/- 6 seconds.
 JP0301
 JP0301.The orthometric height was determined by differential leveling
 JP0301.and adjusted by the National Geodetic Survey in June 1991..
 JP0301
 JP0301.The geoid height was determined by GEOID03.
 JP0301
 JP0301.The dynamic height is computed by dividing the NAVD 88
 JP0301.geopotential number by the normal gravity value computed on the
 JP0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0301.degrees latitude (g = 980.6199 gals.).
 JP0301
 JP0301.The modeled gravity was interpolated from observed gravity values.
 JP0301
 JP0301;                    North         East    Units  Estimated Accuracy
 JP0301;SPC NV C     - 6,444,820.      605,320.      MT  (+/- 180 meters Scaled)
 JP0301
 JP0301                          SUPERSEDED SURVEY CONTROL
 JP0301
 JP0301.No superseded survey control is available for this station.
 JP0301
 JP0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC342904(NAD 83)
 JP0301_MARKER: I = METAL ROD
 JP0301_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JP0301+WITH SETTING: INFORMATION.
 JP0301_SP_SET: SHALLOW SET METAL ROD
 JP0301_STAMPING: M 419 1984
 JP0301_MARK LOGO: NGS   
 JP0301_PROJECTION: FLUSH
 JP0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0301_ROD/PIPE-DEPTH: 2.4  meters
 JP0301
 JP0301  HISTORY     - Date     Condition        Report By
 JP0301  HISTORY     - 1984     MONUMENTED       NGS
 JP0301
 JP0301                          STATION DESCRIPTION
 JP0301
 JP0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0301'1.9 KM (1.2 MI) NE FROM CURRANT.
 JP0301'1.9 KM (1.2 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0301'STATE HIGHWAY 379 AT CURRANT, 0.4 KM (0.25 MI) NORTHEAST OF MILEPOST
 JP0301'119, 17.2 METERS (56.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 JP0301'2.4 METERS (8 FT) NORTHEAST OF THE NORTHEAST GATE POST FOR A PIPE GATE
 JP0301'AND 0.6 METER (2 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 JP0301'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 JP0301'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0059 ***********************************************************************
 KP0059  DESIGNATION -  M 42
 KP0059  PID         -  KP0059
 KP0059  STATE/COUNTY-  NV/WHITE PINE
 KP0059  USGS QUAD   -  CONNORS PASS (1993)
 KP0059
 KP0059                         *CURRENT SURVEY CONTROL
 KP0059  ___________________________________________________________________
 KP0059* NAD 83(1986)-  39 05 00.     (N)    114 44 52.     (W)     SCALED    
 KP0059* NAVD 88     -      2061.073  (meters)    6762.04   (feet)  ADJUSTED  
 KP0059  ___________________________________________________________________
 KP0059  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 KP0059  DYNAMIC HT  -        2058.762 (meters)    6754.45  (feet)  COMP
 KP0059  MODELED GRAV-     979,432.9   (mgal)                       NAVD 88
 KP0059
 KP0059  VERT ORDER  -  FIRST     CLASS II
 KP0059
 KP0059.The horizontal coordinates were scaled from a topographic map and have
 KP0059.an estimated accuracy of +/- 6 seconds.
 KP0059
 KP0059.The orthometric height was determined by differential leveling
 KP0059.and adjusted by the National Geodetic Survey in June 1991..
 KP0059
 KP0059.The geoid height was determined by GEOID03.
 KP0059
 KP0059.The dynamic height is computed by dividing the NAVD 88
 KP0059.geopotential number by the normal gravity value computed on the
 KP0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0059.degrees latitude (g = 980.6199 gals.).
 KP0059
 KP0059.The modeled gravity was interpolated from observed gravity values.
 KP0059
 KP0059;                    North         East    Units  Estimated Accuracy
 KP0059;SPC NV E     - 8,481,180.      272,290.      MT  (+/- 180 meters Scaled)
 KP0059
 KP0059                          SUPERSEDED SURVEY CONTROL
 KP0059
 KP0059  NGVD 29 (??/??/92) 2059.75   (m)         6757.7    (f) COMPUTED    1 2
 KP0059
 KP0059.Superseded values are not recommended for survey control.
 KP0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0059.See file dsdata.txt to determine how the superseded data were derived.
 KP0059
 KP0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD948284(NAD 83)
 KP0059_MARKER: DB = BENCH MARK DISK
 KP0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0059_STAMPING: M-42 1934
 KP0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0059+STABILITY: SURFACE MOTION
 KP0059
 KP0059  HISTORY     - Date     Condition        Report By
 KP0059  HISTORY     - 1934     MONUMENTED       CGS
 KP0059  HISTORY     - 1959     MARK NOT FOUND   USGS
 KP0059
 KP0059                          STATION DESCRIPTION
 KP0059
 KP0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0059'15.0 MI SE FROM ELY.
 KP0059'15.0 MILES SOUTHEAST OF ELY, WHITE PINE CO. COURT HOUSE 48 FEET WEST
 KP0059'OF CENTER LINE OF U.S. HIGHWAY 93. 36 FEET NORTH OF CENTER LINE OF A
 KP0059'ONE WAY ROAD LEADING WEST OFF OF HIGHWAY.
 KP0059
 KP0059                          STATION RECOVERY (1959)
 KP0059
 KP0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KP0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0060 ***********************************************************************
 KP0060  DESIGNATION -  M 42 RESET
 KP0060  PID         -  KP0060
 KP0060  STATE/COUNTY-  NV/WHITE PINE
 KP0060  USGS QUAD   -  CONNORS PASS (1993)
 KP0060
 KP0060                         *CURRENT SURVEY CONTROL
 KP0060  ___________________________________________________________________
 KP0060* NAD 83(1986)-  39 05 00.     (N)    114 44 54.     (W)     SCALED    
 KP0060* NAVD 88     -      2060.79   (+/-2cm)    6761.1    (feet)  VERTCON   
 KP0060  ___________________________________________________________________
 KP0060  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 KP0060
 KP0060  VERT ORDER  -  THIRD (See Below)
 KP0060
 KP0060.The horizontal coordinates were scaled from a topographic map and have
 KP0060.an estimated accuracy of +/- 6 seconds.
 KP0060
 KP0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0060.The vertical order pertains to the NGVD 29 superseded value.
 KP0060
 KP0060.The geoid height was determined by GEOID03.
 KP0060
 KP0060;                    North         East    Units  Estimated Accuracy
 KP0060;SPC NV E     - 8,481,180.      272,240.      MT  (+/- 180 meters Scaled)
 KP0060
 KP0060                          SUPERSEDED SURVEY CONTROL
 KP0060
 KP0060  NGVD 29 (??/??/??) 2059.46   (m)         6756.7    (f) RESET       3  
 KP0060
 KP0060.Superseded values are not recommended for survey control.
 KP0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0060.See file dsdata.txt to determine how the superseded data were derived.
 KP0060
 KP0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD947284(NAD 83)
 KP0060_MARKER: DB = BENCH MARK DISK
 KP0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0060_STAMPING: M 42 RESET 1953
 KP0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0060+STABILITY: SURFACE MOTION
 KP0060
 KP0060  HISTORY     - Date     Condition        Report By
 KP0060  HISTORY     - 1953     MONUMENTED       NVDH
 KP0060  HISTORY     - 1960     GOOD             NGS
 KP0060  HISTORY     - 1984     MARK NOT FOUND   NGS
 KP0060
 KP0060                          STATION DESCRIPTION
 KP0060
 KP0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KP0060'15.0 MI SE FROM ELY.
 KP0060'15.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 6 (AND 93) FROM THE COUNTY
 KP0060'COURTHOUSE AT ELY, WHITE COUNTY, NEAR THE JUNCTION OF A ONE-WAY ROAD
 KP0060'LEADING EAST, AND 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AT
 KP0060'SURVEY STATION X 727+00, SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 KP0060
 KP0060                          STATION RECOVERY (1984)
 KP0060
 KP0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0060'NOT RECOVERED.  DESCRIPTION INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0215 ***********************************************************************
 KP0215  DESIGNATION -  M 420
 KP0215  PID         -  KP0215
 KP0215  STATE/COUNTY-  NV/WHITE PINE
 KP0215  USGS QUAD   -  PRESTON RESERVOIR (1990)
 KP0215
 KP0215                         *CURRENT SURVEY CONTROL
 KP0215  ___________________________________________________________________
 KP0215* NAD 83(1986)-  39 05 44.     (N)    115 04 20.     (W)     SCALED    
 KP0215* NAVD 88     -      1900.213  (meters)    6234.28   (feet)  ADJUSTED  
 KP0215  ___________________________________________________________________
 KP0215  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 KP0215  DYNAMIC HT  -        1898.179 (meters)    6227.61  (feet)  COMP
 KP0215  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 KP0215
 KP0215  VERT ORDER  -  FIRST     CLASS II
 KP0215
 KP0215.The horizontal coordinates were scaled from a topographic map and have
 KP0215.an estimated accuracy of +/- 6 seconds.
 KP0215
 KP0215.The orthometric height was determined by differential leveling
 KP0215.and adjusted by the National Geodetic Survey in June 1991..
 KP0215
 KP0215.The geoid height was determined by GEOID03.
 KP0215
 KP0215.The dynamic height is computed by dividing the NAVD 88
 KP0215.geopotential number by the normal gravity value computed on the
 KP0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0215.degrees latitude (g = 980.6199 gals.).
 KP0215
 KP0215.The modeled gravity was interpolated from observed gravity values.
 KP0215
 KP0215;                    North         East    Units  Estimated Accuracy
 KP0215;SPC NV E     - 8,482,330.      244,210.      MT  (+/- 180 meters Scaled)
 KP0215
 KP0215                          SUPERSEDED SURVEY CONTROL
 KP0215
 KP0215.No superseded survey control is available for this station.
 KP0215
 KP0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD667291(NAD 83)
 KP0215_MARKER: I = METAL ROD
 KP0215_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KP0215+WITH SETTING: INFORMATION.
 KP0215_SP_SET: SHALLOW SET METAL ROD
 KP0215_STAMPING: M 420 1984
 KP0215_MARK LOGO: NGS   
 KP0215_PROJECTION: FLUSH
 KP0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0215_ROD/PIPE-DEPTH: 1.8  meters
 KP0215
 KP0215  HISTORY     - Date     Condition        Report By
 KP0215  HISTORY     - 1984     MONUMENTED       NGS
 KP0215
 KP0215                          STATION DESCRIPTION
 KP0215
 KP0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0215'27.0 KM (16.8 MI) SW FROM ELY.
 KP0215'27.0 KM (16.8 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 KP0215'US HIGHWAY 93 AT ELY, AT THE SOUTHWEST END OF A SHORT LOW CUT, 0.35 KM
 KP0215'(0.2 MI) NORTHEAST OF MILEPOST 21, 59.6 METERS (195.5 FT) NORTHWEST
 KP0215'ACROSS THE OLD HIGHWAY FROM THE HIGHWAY CENTERLINE, 34.9 METERS
 KP0215'(114.5 FT) NORTHWEST OF THE CENTER OF THE OLD HIGHWAY, 2.4 METERS
 KP0215'(8 FT) NORTHEAST OF THE NORTHEAST END OF A WOODEN FENCE BRACE IN THE
 KP0215'RIGHT OF WAY FENCE.
 KP0215'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 KP0215'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0583 ***********************************************************************
 LQ0583  DESIGNATION -  M 421
 LQ0583  PID         -  LQ0583
 LQ0583  STATE/COUNTY-  NV/ELKO
 LQ0583  USGS QUAD   -  GRINDSTONE MTN (1985)
 LQ0583
 LQ0583                         *CURRENT SURVEY CONTROL
 LQ0583  ___________________________________________________________________
 LQ0583* NAD 83(1986)-  40 42 54.     (N)    115 59 41.     (W)     SCALED    
 LQ0583* NAVD 88     -      1523.145  (meters)    4997.18   (feet)  ADJUSTED  
 LQ0583  ___________________________________________________________________
 LQ0583  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 LQ0583  DYNAMIC HT  -        1521.900 (meters)    4993.10  (feet)  COMP
 LQ0583  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 LQ0583
 LQ0583  VERT ORDER  -  FIRST     CLASS II
 LQ0583
 LQ0583.The horizontal coordinates were scaled from a topographic map and have
 LQ0583.an estimated accuracy of +/- 6 seconds.
 LQ0583
 LQ0583.The orthometric height was determined by differential leveling
 LQ0583.and adjusted by the National Geodetic Survey in June 1991..
 LQ0583
 LQ0583.The geoid height was determined by GEOID03.
 LQ0583
 LQ0583.The dynamic height is computed by dividing the NAVD 88
 LQ0583.geopotential number by the normal gravity value computed on the
 LQ0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0583.degrees latitude (g = 980.6199 gals.).
 LQ0583
 LQ0583.The modeled gravity was interpolated from observed gravity values.
 LQ0583
 LQ0583;                    North         East    Units  Estimated Accuracy
 LQ0583;SPC NV E     - 8,662,080.      165,240.      MT  (+/- 180 meters Scaled)
 LQ0583
 LQ0583                          SUPERSEDED SURVEY CONTROL
 LQ0583
 LQ0583.No superseded survey control is available for this station.
 LQ0583
 LQ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF849076(NAD 83)
 LQ0583_MARKER: DB = BENCH MARK DISK
 LQ0583_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LQ0583_SP_SET: ABUTMENT
 LQ0583_STAMPING: M 421 1984
 LQ0583_MARK LOGO: NGS   
 LQ0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0583
 LQ0583  HISTORY     - Date     Condition        Report By
 LQ0583  HISTORY     - 1984     MONUMENTED       NGS
 LQ0583
 LQ0583                          STATION DESCRIPTION
 LQ0583
 LQ0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LQ0583'12.6 KM (7.9 MI) NE FROM CARLIN.
 LQ0583'11.35 KM (7.1 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE HIGH
 LQ0583'SCHOOL AT CARLIN, THENCE 1.25 KM (0.8 MI) NORTHEAST ALONG INTERSTATE
 LQ0583'80, IN TOP OF THE CONCRETE GUARD RAIL ATTACHED TO THE ABUTMENT AND
 LQ0583'4.1 METERS (13.5 FT) EAST OF THE WEST END OF THE NORTH CONCRETE GUARD
 LQ0583'RAIL FOR THE WEST BOUND BRIDGE OVER THE HUMBOLDT RIVER AND 7.6 METERS
 LQ0583'(25 FT) NORTH OF THE WEST BOUND HIGHWAY CENTERLINE.
 LQ0583'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0575 ***********************************************************************
 LQ0575  DESIGNATION -  M 422
 LQ0575  PID         -  LQ0575
 LQ0575  STATE/COUNTY-  NV/ELKO
 LQ0575  USGS QUAD   -  RYNDON (1982)
 LQ0575
 LQ0575                         *CURRENT SURVEY CONTROL
 LQ0575  ___________________________________________________________________
 LQ0575* NAD 83(1986)-  40 56 59.     (N)    115 33 30.     (W)     SCALED    
 LQ0575* NAVD 88     -      1606.920  (meters)    5272.04   (feet)  ADJUSTED  
 LQ0575  ___________________________________________________________________
 LQ0575  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 LQ0575  DYNAMIC HT  -        1605.594 (meters)    5267.69  (feet)  COMP
 LQ0575  MODELED GRAV-     979,742.5   (mgal)                       NAVD 88
 LQ0575
 LQ0575  VERT ORDER  -  FIRST     CLASS II
 LQ0575
 LQ0575.The horizontal coordinates were scaled from a topographic map and have
 LQ0575.an estimated accuracy of +/- 6 seconds.
 LQ0575
 LQ0575.The orthometric height was determined by differential leveling
 LQ0575.and adjusted by the National Geodetic Survey in June 1991..
 LQ0575
 LQ0575.The geoid height was determined by GEOID03.
 LQ0575
 LQ0575.The dynamic height is computed by dividing the NAVD 88
 LQ0575.geopotential number by the normal gravity value computed on the
 LQ0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0575.degrees latitude (g = 980.6199 gals.).
 LQ0575
 LQ0575.The modeled gravity was interpolated from observed gravity values.
 LQ0575
 LQ0575;                    North         East    Units  Estimated Accuracy
 LQ0575;SPC NV E     - 8,688,060.      202,110.      MT  (+/- 180 meters Scaled)
 LQ0575
 LQ0575                          SUPERSEDED SURVEY CONTROL
 LQ0575
 LQ0575.No superseded survey control is available for this station.
 LQ0575
 LQ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF213341(NAD 83)
 LQ0575_MARKER: I = METAL ROD
 LQ0575_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LQ0575_SP_SET: STAINLESS STEEL ROD
 LQ0575_STAMPING: M 422 1984
 LQ0575_MARK LOGO: NGS   
 LQ0575_PROJECTION: FLUSH
 LQ0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0575_ROD/PIPE-DEPTH: 7.3  meters
 LQ0575
 LQ0575  HISTORY     - Date     Condition        Report By
 LQ0575  HISTORY     - 1984     MONUMENTED       NGS
 LQ0575
 LQ0575                          STATION DESCRIPTION
 LQ0575
 LQ0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LQ0575'23.7 KM (14.8 MI) NE FROM ELKO.
 LQ0575'14.15 KM (8.85 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE
 LQ0575'COURTHOUSE AT ELKO, THENCE 9.6 KM (6.0 MI) NORTHEAST ALONG INTERSTATE
 LQ0575'80, 0.65 KM (0.4 MI) WEST OF THE DEVILS GATE INTERCHANGE, 0.55 KM
 LQ0575'(0.35 MI) WEST OF MILEPOST 317, 42.5 METERS (139.5 FT) NORTH OF THE
 LQ0575'WEST BOUND HIGHWAY CENTERLINE, 0.9 METER (3 FT) SOUTHWEST OF THE EAST
 LQ0575'END OF A STEEL BRACE IN THE RIGHT OF WAY FENCE AND 0.6 METER (2 FT)
 LQ0575'SOUTH OF THE RIGHT OF WAY FENCE.
 LQ0575'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 LQ0575'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0692 ***********************************************************************
 MT0692  DESIGNATION -  M 423
 MT0692  PID         -  MT0692
 MT0692  STATE/COUNTY-  NV/ELKO
 MT0692  USGS QUAD   -  HOLBORN (1968)
 MT0692
 MT0692                         *CURRENT SURVEY CONTROL
 MT0692  ___________________________________________________________________
 MT0692* NAD 83(1986)-  41 10 53.     (N)    114 41 13.     (W)     SCALED    
 MT0692* NAVD 88     -      1842.696  (meters)    6045.58   (feet)  ADJUSTED  
 MT0692  ___________________________________________________________________
 MT0692  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 MT0692  DYNAMIC HT  -        1841.128 (meters)    6040.43  (feet)  COMP
 MT0692  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 MT0692
 MT0692  VERT ORDER  -  FIRST     CLASS II
 MT0692
 MT0692.The horizontal coordinates were scaled from a topographic map and have
 MT0692.an estimated accuracy of +/- 6 seconds.
 MT0692
 MT0692.The orthometric height was determined by differential leveling
 MT0692.and adjusted by the National Geodetic Survey in June 1991..
 MT0692
 MT0692.The geoid height was determined by GEOID03.
 MT0692
 MT0692.The dynamic height is computed by dividing the NAVD 88
 MT0692.geopotential number by the normal gravity value computed on the
 MT0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0692.degrees latitude (g = 980.6199 gals.).
 MT0692
 MT0692.The modeled gravity was interpolated from observed gravity values.
 MT0692
 MT0692;                    North         East    Units  Estimated Accuracy
 MT0692;SPC NV E     - 8,714,180.      275,200.      MT  (+/- 180 meters Scaled)
 MT0692
 MT0692                          SUPERSEDED SURVEY CONTROL
 MT0692
 MT0692.No superseded survey control is available for this station.
 MT0692
 MT0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF940614(NAD 83)
 MT0692_MARKER: I = METAL ROD
 MT0692_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0692_SP_SET: STAINLESS STEEL ROD
 MT0692_STAMPING: M 423 1984
 MT0692_MARK LOGO: NGS   
 MT0692_PROJECTION: FLUSH
 MT0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0692_ROD/PIPE-DEPTH: 3.3  meters
 MT0692
 MT0692  HISTORY     - Date     Condition        Report By
 MT0692  HISTORY     - 1984     MONUMENTED       NGS
 MT0692
 MT0692                          STATION DESCRIPTION
 MT0692
 MT0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MT0692'27.3 KM (17.1 MI) NE FROM WELLS.
 MT0692'13.45 KM (8.45 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE
 MT0692'OVER US HIGHWAY 93 AT WELLS, THENCE 0.15 KM (0.1 MI) NORTH ALONG MOOR
 MT0692'SUMMIT ROAD, THENCE 13.7 KM (8.55 MI) NORTHEAST ALONG MOOR-COBRE ROAD,
 MT0692'0.15 KM (0.1 MI) SOUTHWEST OF THE T JUNCTION OF A DIRT ROAD LEADING
 MT0692'NORTHWEST, ON TOP OF A LOW RIDGE, 15.1 METERS (49.5 FT) SOUTHEAST OF
 MT0692'THE CENTER OF THE ROAD.
 MT0692'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 MT0692'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0384 ***********************************************************************
 MU0384  DESIGNATION -  M 424
 MU0384  PID         -  MU0384
 MU0384  STATE/COUNTY-  NV/HUMBOLDT
 MU0384  USGS QUAD   -  CHINA GARDEN (1983)
 MU0384
 MU0384                         *CURRENT SURVEY CONTROL
 MU0384  ___________________________________________________________________
 MU0384* NAD 83(1986)-  41 10 56.     (N)    117 40 44.     (W)     SCALED    
 MU0384* NAVD 88     -      1364.926  (meters)    4478.09   (feet)  ADJUSTED  
 MU0384  ___________________________________________________________________
 MU0384  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 MU0384  DYNAMIC HT  -        1363.932 (meters)    4474.83  (feet)  COMP
 MU0384  MODELED GRAV-     979,847.9   (mgal)                       NAVD 88
 MU0384
 MU0384  VERT ORDER  -  FIRST     CLASS II
 MU0384
 MU0384.The horizontal coordinates were scaled from a topographic map and have
 MU0384.an estimated accuracy of +/- 6 seconds.
 MU0384
 MU0384.The orthometric height was determined by differential leveling
 MU0384.and adjusted by the National Geodetic Survey in June 1991..
 MU0384
 MU0384.The geoid height was determined by GEOID03.
 MU0384
 MU0384.The dynamic height is computed by dividing the NAVD 88
 MU0384.geopotential number by the normal gravity value computed on the
 MU0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0384.degrees latitude (g = 980.6199 gals.).
 MU0384
 MU0384.The modeled gravity was interpolated from observed gravity values.
 MU0384
 MU0384;                    North         East    Units  Estimated Accuracy
 MU0384;SPC NV W     - 4,714,280.      875,880.      MT  (+/- 180 meters Scaled)
 MU0384
 MU0384                          SUPERSEDED SURVEY CONTROL
 MU0384
 MU0384.No superseded survey control is available for this station.
 MU0384
 MU0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF430592(NAD 83)
 MU0384_MARKER: I = METAL ROD
 MU0384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0384_SP_SET: STAINLESS STEEL ROD
 MU0384_STAMPING: M 424 1984
 MU0384_MARK LOGO: NGS   
 MU0384_PROJECTION: FLUSH
 MU0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0384_ROD/PIPE-DEPTH: 7.3  meters
 MU0384
 MU0384  HISTORY     - Date     Condition        Report By
 MU0384  HISTORY     - 1984     MONUMENTED       NGS
 MU0384
 MU0384                          STATION DESCRIPTION
 MU0384
 MU0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0384'24.3 KM (15.1 MI) NORTH FROM WINNEMUCCA.
 MU0384'24.26 KM (15.08 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0384'WINNEMUCCA, AT THE TOP OF A LOW CUT, 30.0 METERS (98.5 FT) EAST OF THE
 MU0384'HIGHWAY CENTERLINE, 43.5 METERS (143.5 FT) SOUTHEAST OF MILEPOST 15,
 MU0384'11.6 METERS (38 FT) NORTH OF THE NORTH WOODEN POST FOR A WOODEN BRACE
 MU0384'IN THE RIGHT OF WAY FENCE AND 0.6 METER (2 FT) WEST OF THE RIGHT OF
 MU0384'WAY FENCE.
 MU0384'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0408 ***********************************************************************
 MU0408  DESIGNATION -  M 425
 MU0408  PID         -  MU0408
 MU0408  STATE/COUNTY-  NV/HUMBOLDT
 MU0408  USGS QUAD   -  GALLAGHER FLAT (1982)
 MU0408
 MU0408                         *CURRENT SURVEY CONTROL
 MU0408  ___________________________________________________________________
 MU0408* NAD 83(1986)-  41 24 19.     (N)    117 55 37.     (W)     SCALED    
 MU0408* NAVD 88     -      1259.069  (meters)    4130.80   (feet)  ADJUSTED  
 MU0408  ___________________________________________________________________
 MU0408  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 MU0408  DYNAMIC HT  -        1258.183 (meters)    4127.89  (feet)  COMP
 MU0408  MODELED GRAV-     979,876.4   (mgal)                       NAVD 88
 MU0408
 MU0408  VERT ORDER  -  FIRST     CLASS II
 MU0408
 MU0408.The horizontal coordinates were scaled from a topographic map and have
 MU0408.an estimated accuracy of +/- 6 seconds.
 MU0408
 MU0408.The orthometric height was determined by differential leveling
 MU0408.and adjusted by the National Geodetic Survey in June 1991..
 MU0408
 MU0408.The geoid height was determined by GEOID03.
 MU0408
 MU0408.The dynamic height is computed by dividing the NAVD 88
 MU0408.geopotential number by the normal gravity value computed on the
 MU0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0408.degrees latitude (g = 980.6199 gals.).
 MU0408
 MU0408.The modeled gravity was interpolated from observed gravity values.
 MU0408
 MU0408;                    North         East    Units  Estimated Accuracy
 MU0408;SPC NV W     - 4,738,860.      854,880.      MT  (+/- 180 meters Scaled)
 MU0408
 MU0408                          SUPERSEDED SURVEY CONTROL
 MU0408
 MU0408.No superseded survey control is available for this station.
 MU0408
 MU0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF225841(NAD 83)
 MU0408_MARKER: I = METAL ROD
 MU0408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0408_SP_SET: STAINLESS STEEL ROD
 MU0408_STAMPING: M 425 1984
 MU0408_MARK LOGO: NGS   
 MU0408_PROJECTION: FLUSH
 MU0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0408_ROD/PIPE-DEPTH: 12.2 meters
 MU0408
 MU0408  HISTORY     - Date     Condition        Report By
 MU0408  HISTORY     - 1984     MONUMENTED       NGS
 MU0408
 MU0408                          STATION DESCRIPTION
 MU0408
 MU0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0408'63.1 KM (39.2 MI) NORTH FROM WINNEMUCCA.
 MU0408'50.93 KM (31.65 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0408'WINNEMUCCA, THENCE 12.15 KM (7.55 MI) WEST ALONG STATE HIGHWAY 140, AT
 MU0408'A WIRE GATE IN THE RIGHT OF WAY FENCE, 0.78 KM (0.48 MI) EAST OF
 MU0408'MILEPOST 8, 60.3 METERS (198 FT) NORTH OF THE HIGHWAY CENTERLINE,
 MU0408'9.3 METERS (30.5 FT) EAST OF THE EAST GATE POST AND 0.5 METER (1.5 FT)
 MU0408'SOUTH OF THE RIGHT OF WAY FENCE.
 MU0408'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 MU0408'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0728 ***********************************************************************
 LR0728  DESIGNATION -  M 426
 LR0728  PID         -  LR0728
 LR0728  STATE/COUNTY-  NV/HUMBOLDT
 LR0728  USGS QUAD   -  VALMY (1981)
 LR0728
 LR0728                         *CURRENT SURVEY CONTROL
 LR0728  ___________________________________________________________________
 LR0728* NAD 83(1986)-  40 50 42.     (N)    117 12 18.     (W)     SCALED    
 LR0728* NAVD 88     -      1374.364  (meters)    4509.06   (feet)  ADJUSTED  
 LR0728  ___________________________________________________________________
 LR0728  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 LR0728  DYNAMIC HT  -        1373.307 (meters)    4505.59  (feet)  COMP
 LR0728  MODELED GRAV-     979,807.2   (mgal)                       NAVD 88
 LR0728
 LR0728  VERT ORDER  -  FIRST     CLASS II
 LR0728
 LR0728.The horizontal coordinates were scaled from a topographic map and have
 LR0728.an estimated accuracy of +/- 6 seconds.
 LR0728
 LR0728.The orthometric height was determined by differential leveling
 LR0728.and adjusted by the National Geodetic Survey in June 1991..
 LR0728
 LR0728.The geoid height was determined by GEOID03.
 LR0728
 LR0728.The dynamic height is computed by dividing the NAVD 88
 LR0728.geopotential number by the normal gravity value computed on the
 LR0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0728.degrees latitude (g = 980.6199 gals.).
 LR0728
 LR0728.The modeled gravity was interpolated from observed gravity values.
 LR0728
 LR0728;                    North         East    Units  Estimated Accuracy
 LR0728;SPC NV W     - 4,677,350.      916,230.      MT  (+/- 180 meters Scaled)
 LR0728
 LR0728                          SUPERSEDED SURVEY CONTROL
 LR0728
 LR0728.No superseded survey control is available for this station.
 LR0728
 LR0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF827215(NAD 83)
 LR0728_MARKER: DB = BENCH MARK DISK
 LR0728_SETTING: 66 = SET IN ROCK OUTCROP
 LR0728_SP_SET: ROCK OUTCROP
 LR0728_STAMPING: M 426 1984
 LR0728_MARK LOGO: NGS   
 LR0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0728+STABILITY: POSITION/ELEVATION WELL
 LR0728
 LR0728  HISTORY     - Date     Condition        Report By
 LR0728  HISTORY     - 1984     MONUMENTED       NGS
 LR0728
 LR0728                          STATION DESCRIPTION
 LR0728
 LR0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0728'9.4 KM (5.9 MI) NW FROM VALMY.
 LR0728'8.85 KM (5.55 MI) NORTHWEST ALONG INTERSTATE 80 FROM THE HIGHWAY
 LR0728'OVERPASS BRIDGE AT VALMY, THENCE 0.55 KM (0.35 MI) SOUTHWEST ACROSS
 LR0728'COUNTRY, IN TOP OF AND 2.0 METERS (6.5 FT) NORTHEAST OF THE SOUTHWEST
 LR0728'END OF A 12 BY 80 FOOT PORTION OF LIMESTONE OUTCROP ON THE NORTHWEST
 LR0728'SLOPE OF THE NORTH END OF LONE TREE HILL, 207.8 METERS (682 FT)
 LR0728'SOUTHWEST OF BENCH MARK L 426 AND 0.15 METER (0.5 FT) SOUTHEAST OF AND
 LR0728'0.3 METER (1 FT) ABOVE THE BASE OF THE OUTCROP.
 LR0728'THE MARK IS 0.15 METERS  NW FROM A WITNESS POST.
 LR0728'THE MARK IS 10.6 M ABOVE THE VALLEY FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0247 ***********************************************************************
 KP0247  DESIGNATION -  M 427
 KP0247  PID         -  KP0247
 KP0247  STATE/COUNTY-  NV/WHITE PINE
 KP0247  USGS QUAD   -  WARD CHARCOAL OVENS (1990)
 KP0247
 KP0247                         *CURRENT SURVEY CONTROL
 KP0247  ___________________________________________________________________
 KP0247* NAD 83(1986)-  39 07 01.     (N)    114 46 19.     (W)     SCALED    
 KP0247* NAVD 88     -      2011.208  (meters)    6598.44   (feet)  ADJUSTED  
 KP0247  ___________________________________________________________________
 KP0247  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 KP0247  DYNAMIC HT  -        2008.973 (meters)    6591.11  (feet)  COMP
 KP0247  MODELED GRAV-     979,444.8   (mgal)                       NAVD 88
 KP0247
 KP0247  VERT ORDER  -  FIRST     CLASS II
 KP0247
 KP0247.The horizontal coordinates were scaled from a topographic map and have
 KP0247.an estimated accuracy of +/- 6 seconds.
 KP0247
 KP0247.The orthometric height was determined by differential leveling
 KP0247.and adjusted by the National Geodetic Survey in June 1991..
 KP0247
 KP0247.The geoid height was determined by GEOID03.
 KP0247
 KP0247.The dynamic height is computed by dividing the NAVD 88
 KP0247.geopotential number by the normal gravity value computed on the
 KP0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0247.degrees latitude (g = 980.6199 gals.).
 KP0247
 KP0247.The modeled gravity was interpolated from observed gravity values.
 KP0247
 KP0247;                    North         East    Units  Estimated Accuracy
 KP0247;SPC NV E     - 8,484,890.      270,170.      MT  (+/- 180 meters Scaled)
 KP0247
 KP0247                          SUPERSEDED SURVEY CONTROL
 KP0247
 KP0247.No superseded survey control is available for this station.
 KP0247
 KP0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD926321(NAD 83)
 KP0247_MARKER: I = METAL ROD
 KP0247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0247_SP_SET: STAINLESS STEEL ROD
 KP0247_STAMPING: M 427 1984
 KP0247_MARK LOGO: NGS   
 KP0247_PROJECTION: FLUSH
 KP0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KP0247+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 KP0247_ROD/PIPE-DEPTH: 6.1  meters
 KP0247
 KP0247  HISTORY     - Date     Condition        Report By
 KP0247  HISTORY     - 1984     MONUMENTED       NGS
 KP0247  HISTORY     - 20020802 GOOD             NVGS
 KP0247
 KP0247                          STATION DESCRIPTION
 KP0247
 KP0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0247'16.9 KM (10.5 MI) SE FROM ELY.
 KP0247'16.9 KM (10.55 MI) SOUTHEAST ALONG US HIGHWAYS 6, 93 AND 50 FROM THE
 KP0247'JUNCTION OF US HIGHWAYS 6 AND 93 AT ELY, IN THE SOUTHWEST CORNER OF
 KP0247'THE Y JUNCTION OF A DIRT ROAD LEADING WEST TO A WINDMILL, 0.7 KM
 KP0247'(0.45 MI) SOUTHEAST OF MILEPOST 49, 60.1 METERS (200.5 FT) SOUTHWEST
 KP0247'OF THE HIGHWAY CENTERLINE, 7.0 METERS (23 FT) SOUTHEAST OF THE CENTER
 KP0247'OF THE ROAD, 1.8 METERS (6 FT) SOUTHEAST OF A FENCE CORNER AND
 KP0247'0.5 METER (1.5 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 KP0247'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 KP0247'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 KP0247
 KP0247                          STATION RECOVERY (2002)
 KP0247
 KP0247'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2002 (DRH)
 KP0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0274 ***********************************************************************
 KP0274  DESIGNATION -  M 428
 KP0274  PID         -  KP0274
 KP0274  STATE/COUNTY-  NV/WHITE PINE
 KP0274  USGS QUAD   -  HOGUM (1987)
 KP0274
 KP0274                         *CURRENT SURVEY CONTROL
 KP0274  ___________________________________________________________________
 KP0274* NAD 83(1986)-  39 06 04.     (N)    114 26 06.     (W)     SCALED    
 KP0274* NAVD 88     -      1812.027  (meters)    5944.96   (feet)  ADJUSTED  
 KP0274  ___________________________________________________________________
 KP0274  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 KP0274  DYNAMIC HT  -        1810.099 (meters)    5938.63  (feet)  COMP
 KP0274  MODELED GRAV-     979,499.7   (mgal)                       NAVD 88
 KP0274
 KP0274  VERT ORDER  -  FIRST     CLASS II
 KP0274
 KP0274.The horizontal coordinates were scaled from a topographic map and have
 KP0274.an estimated accuracy of +/- 6 seconds.
 KP0274
 KP0274.The orthometric height was determined by differential leveling
 KP0274.and adjusted by the National Geodetic Survey in June 1991..
 KP0274
 KP0274.The geoid height was determined by GEOID03.
 KP0274
 KP0274.The dynamic height is computed by dividing the NAVD 88
 KP0274.geopotential number by the normal gravity value computed on the
 KP0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0274.degrees latitude (g = 980.6199 gals.).
 KP0274
 KP0274.The modeled gravity was interpolated from observed gravity values.
 KP0274
 KP0274;                    North         East    Units  Estimated Accuracy
 KP0274;SPC NV E     - 8,483,450.      299,330.      MT  (+/- 180 meters Scaled)
 KP0274
 KP0274                          SUPERSEDED SURVEY CONTROL
 KP0274
 KP0274.No superseded survey control is available for this station.
 KP0274
 KP0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD218311(NAD 83)
 KP0274_MARKER: I = METAL ROD
 KP0274_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KP0274+WITH SETTING: INFORMATION.
 KP0274_SP_SET: SHALLOW SET METAL ROD
 KP0274_STAMPING: M 428 1984
 KP0274_MARK LOGO: NGS   
 KP0274_PROJECTION: FLUSH
 KP0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0274_ROD/PIPE-DEPTH: 1.8  meters
 KP0274
 KP0274  HISTORY     - Date     Condition        Report By
 KP0274  HISTORY     - 1984     MONUMENTED       NGS
 KP0274
 KP0274                          STATION DESCRIPTION
 KP0274
 KP0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0274'41.7 KM (26.0 MI) WEST FROM BAKER.
 KP0274'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0274'OFFICE AT BAKER, THENCE 33.0 KM (20.6 MI) WEST ALONG US HIGHWAYS 6 AND
 KP0274'50, 0.27 KM (0.15 MI) NORTHEAST OF A HIGH TENSION POWER LINE CROSSING,
 KP0274'0.1 KM (0.05 MI) SOUTHWEST OF MILEPOST 75, 21.3 METERS (70 FT)
 KP0274'NORTHWEST OF THE HIGHWAY CENTERLINE, 2.1 METERS (7 FT) NORTHEAST OF
 KP0274'THE SOUTHEAST FENCE CORNER POST FOR AN OFFSET IN THE RIGHT OF WAY
 KP0274'FENCE AND 1.0 METER (3.5 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.  ROD
 KP0274'SET TO 6 FOOT IMBEDDED REFUSAL.
 KP0274'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 KP0274'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0294 ***********************************************************************
 KP0294  DESIGNATION -  M 429
 KP0294  PID         -  KP0294
 KP0294  STATE/COUNTY-  NV/WHITE PINE
 KP0294  USGS QUAD   -  LEHMAN CAVES (1986)
 KP0294
 KP0294                         *CURRENT SURVEY CONTROL
 KP0294  ___________________________________________________________________
 KP0294* NAD 83(1986)-  39 04 36.     (N)    114 10 27.     (W)     SCALED    
 KP0294* NAVD 88     -      1710.395  (meters)    5611.52   (feet)  ADJUSTED  
 KP0294  ___________________________________________________________________
 KP0294  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 KP0294  DYNAMIC HT  -        1708.626 (meters)    5605.72  (feet)  COMP
 KP0294  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 KP0294
 KP0294  VERT ORDER  -  FIRST     CLASS II
 KP0294
 KP0294.The horizontal coordinates were scaled from a topographic map and have
 KP0294.an estimated accuracy of +/- 6 seconds.
 KP0294
 KP0294.The orthometric height was determined by differential leveling
 KP0294.and adjusted by the National Geodetic Survey in June 1991..
 KP0294
 KP0294.The geoid height was determined by GEOID03.
 KP0294
 KP0294.The dynamic height is computed by dividing the NAVD 88
 KP0294.geopotential number by the normal gravity value computed on the
 KP0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0294.degrees latitude (g = 980.6199 gals.).
 KP0294
 KP0294.The modeled gravity was interpolated from observed gravity values.
 KP0294
 KP0294;                    North         East    Units  Estimated Accuracy
 KP0294;SPC NV E     - 8,481,050.      321,930.      MT  (+/- 180 meters Scaled)
 KP0294
 KP0294                          SUPERSEDED SURVEY CONTROL
 KP0294
 KP0294.No superseded survey control is available for this station.
 KP0294
 KP0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD444290(NAD 83)
 KP0294_MARKER: I = METAL ROD
 KP0294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0294_SP_SET: STAINLESS STEEL ROD
 KP0294_STAMPING: M 429 1984
 KP0294_MARK LOGO: NGS   
 KP0294_PROJECTION: FLUSH
 KP0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0294_ROD/PIPE-DEPTH: 6.4  meters
 KP0294
 KP0294  HISTORY     - Date     Condition        Report By
 KP0294  HISTORY     - 1984     MONUMENTED       NGS
 KP0294
 KP0294                          STATION DESCRIPTION
 KP0294
 KP0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0294'9.0 KM (5.6 MI) NORTH FROM BAKER.
 KP0294'8.4 KM (5.25 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0294'OFFICE AT BAKER, THENCE 0.6 KM (0.4 MI) NORTHEAST ALONG A DIRT ROAD,
 KP0294'IN THE WEST CORNER OF THE INTERSECTION OF A DIRT ROAD (OLD STATE ROUTE
 KP0294'73), 0.3 KM (0.2 MI) NORTHEAST OF A ELECTRIC SUB-STATION, 20.9 METERS
 KP0294'(68.5 FT) NORTHWEST OF THE CENTER OF THE ROAD, 23.8 METERS (78.5 FT)
 KP0294'SOUTH OF A FENCE CORNER, 19.9 METERS (65.5 FT) SOUTHEAST OF A FENCE
 KP0294'AND 19.6 METERS (64.5 FT) SOUTHWEST OF THE CENTER OF OLD STATE ROUTE
 KP0294'73.
 KP0294'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 KP0294'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0147 ***********************************************************************
 KP0147  DESIGNATION -  M 43
 KP0147  PID         -  KP0147
 KP0147  STATE/COUNTY-  NV/WHITE PINE
 KP0147  USGS QUAD   -  ILLIPAH (1990)
 KP0147
 KP0147                         *CURRENT SURVEY CONTROL
 KP0147  ___________________________________________________________________
 KP0147* NAD 83(1986)-  39 21 34.     (N)    115 19 37.     (W)     SCALED    
 KP0147* NAVD 88     -      2014.419  (meters)    6608.97   (feet)  ADJUSTED  
 KP0147  ___________________________________________________________________
 KP0147  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 KP0147  DYNAMIC HT  -        2012.283 (meters)    6601.97  (feet)  COMP
 KP0147  MODELED GRAV-     979,495.0   (mgal)                       NAVD 88
 KP0147
 KP0147  VERT ORDER  -  FIRST     CLASS II
 KP0147
 KP0147.The horizontal coordinates were scaled from a topographic map and have
 KP0147.an estimated accuracy of +/- 6 seconds.
 KP0147
 KP0147.The orthometric height was determined by differential leveling
 KP0147.and adjusted by the National Geodetic Survey in June 1991..
 KP0147
 KP0147.The geoid height was determined by GEOID03.
 KP0147
 KP0147.The dynamic height is computed by dividing the NAVD 88
 KP0147.geopotential number by the normal gravity value computed on the
 KP0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0147.degrees latitude (g = 980.6199 gals.).
 KP0147
 KP0147.The modeled gravity was interpolated from observed gravity values.
 KP0147
 KP0147;                    North         East    Units  Estimated Accuracy
 KP0147;SPC NV E     - 8,511,530.      222,100.      MT  (+/- 180 meters Scaled)
 KP0147
 KP0147                          SUPERSEDED SURVEY CONTROL
 KP0147
 KP0147  NGVD 29 (??/??/92) 2013.115  (m)         6604.69   (f) ADJ UNCH    1 2
 KP0147
 KP0147.Superseded values are not recommended for survey control.
 KP0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0147.See file dsdata.txt to determine how the superseded data were derived.
 KP0147
 KP0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD441580(NAD 83)
 KP0147_MARKER: DB = BENCH MARK DISK
 KP0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0147_STAMPING: M 43 1934
 KP0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0147+STABILITY: SURFACE MOTION
 KP0147
 KP0147  HISTORY     - Date     Condition        Report By
 KP0147  HISTORY     - 1934     MONUMENTED       CGS
 KP0147  HISTORY     - 1955     GOOD             NGS
 KP0147  HISTORY     - 19870511 MARK NOT FOUND   USPSQD
 KP0147
 KP0147                          STATION DESCRIPTION
 KP0147
 KP0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KP0147'29.1 MI W FROM LANE.
 KP0147'29.1 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE PUBLIC SCHOOL AT LANE,
 KP0147'0.3 MILE NORTHEAST OF A TWO-STORY RANCH HOUSE, AT THE EAST END OF A
 KP0147'CUT, 32 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 41 FEET NORTH
 KP0147'OF THE EAST END OF A SNOW FENCE.  A STANDARD DISK, STAMPED M 43 1934
 KP0147'AND SET IN THE TOP OF A CONCRETE POST.
 KP0147
 KP0147                          STATION RECOVERY (1987)
 KP0147
 KP0147'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAB)
 KP0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0255 ***********************************************************************
 MV0255  DESIGNATION -  M 430
 MV0255  PID         -  MV0255
 MV0255  STATE/COUNTY-  NV/HUMBOLDT
 MV0255  USGS QUAD   -  QUINN RIVER CROSSING (1990)
 MV0255
 MV0255                         *CURRENT SURVEY CONTROL
 MV0255  ___________________________________________________________________
 MV0255* NAD 83(1986)-  41 36 16.     (N)    118 26 25.     (W)     SCALED    
 MV0255* NAVD 88     -      1259.170  (meters)    4131.13   (feet)  ADJUSTED  
 MV0255  ___________________________________________________________________
 MV0255  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 MV0255  DYNAMIC HT  -        1258.331 (meters)    4128.37  (feet)  COMP
 MV0255  MODELED GRAV-     979,912.5   (mgal)                       NAVD 88
 MV0255
 MV0255  VERT ORDER  -  FIRST     CLASS II
 MV0255
 MV0255.The horizontal coordinates were scaled from a topographic map and have
 MV0255.an estimated accuracy of +/- 6 seconds.
 MV0255
 MV0255.The orthometric height was determined by differential leveling
 MV0255.and adjusted by the National Geodetic Survey in June 1991..
 MV0255
 MV0255.The geoid height was determined by GEOID03.
 MV0255
 MV0255.The dynamic height is computed by dividing the NAVD 88
 MV0255.geopotential number by the normal gravity value computed on the
 MV0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0255.degrees latitude (g = 980.6199 gals.).
 MV0255
 MV0255.The modeled gravity was interpolated from observed gravity values.
 MV0255
 MV0255;                    North         East    Units  Estimated Accuracy
 MV0255;SPC NV W     - 4,760,780.      811,920.      MT  (+/- 180 meters Scaled)
 MV0255
 MV0255                          SUPERSEDED SURVEY CONTROL
 MV0255
 MV0255.No superseded survey control is available for this station.
 MV0255
 MV0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG799068(NAD 83)
 MV0255_MARKER: I = METAL ROD
 MV0255_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0255_SP_SET: STAINLESS STEEL ROD
 MV0255_STAMPING: M 430 1984
 MV0255_MARK LOGO: NGS   
 MV0255_PROJECTION: FLUSH
 MV0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0255_ROD/PIPE-DEPTH: 12.2 meters
 MV0255
 MV0255  HISTORY     - Date     Condition        Report By
 MV0255  HISTORY     - 1984     MONUMENTED       NGS
 MV0255
 MV0255                          STATION DESCRIPTION
 MV0255
 MV0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0255'47.6 KM (29.6 MI) SE FROM DENIO.
 MV0255'47.59 KM (29.58 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0255'OFFICE AT DENIO, 0.57 KM (0.36 MI) NORTHWEST OF MILEPOST 39, SOUTHWEST
 MV0255'AND ACROSS THE HIGHWAY FROM POWER POLE 218, 59.4 METERS (195 FT)
 MV0255'SOUTHWEST OF THE HIGHWAY CENTERLINE AND 1.8 METERS (6 FT) NORTHEAST OF
 MV0255'A WOODEN 4 BY 4 INCH HIGHWAY MARKER.
 MV0255'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 MV0255'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0279 ***********************************************************************
 MV0279  DESIGNATION -  M 431
 MV0279  PID         -  MV0279
 MV0279  STATE/COUNTY-  NV/HUMBOLDT
 MV0279  USGS QUAD   -  DENIO (1990)
 MV0279
 MV0279                         *CURRENT SURVEY CONTROL
 MV0279  ___________________________________________________________________
 MV0279* NAD 83(1986)-  41 57 04.     (N)    118 37 35.     (W)     SCALED    
 MV0279* NAVD 88     -      1286.385  (meters)    4220.41   (feet)  ADJUSTED  
 MV0279  ___________________________________________________________________
 MV0279  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 MV0279  DYNAMIC HT  -        1285.557 (meters)    4217.70  (feet)  COMP
 MV0279  MODELED GRAV-     979,934.2   (mgal)                       NAVD 88
 MV0279
 MV0279  VERT ORDER  -  FIRST     CLASS II
 MV0279
 MV0279.The horizontal coordinates were scaled from a topographic map and have
 MV0279.an estimated accuracy of +/- 6 seconds.
 MV0279
 MV0279.The orthometric height was determined by differential leveling
 MV0279.and adjusted by the National Geodetic Survey in June 1991..
 MV0279
 MV0279.The geoid height was determined by GEOID03.
 MV0279
 MV0279.The dynamic height is computed by dividing the NAVD 88
 MV0279.geopotential number by the normal gravity value computed on the
 MV0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0279.degrees latitude (g = 980.6199 gals.).
 MV0279
 MV0279.The modeled gravity was interpolated from observed gravity values.
 MV0279
 MV0279;                    North         East    Units  Estimated Accuracy
 MV0279;SPC NV W     - 4,799,270.      796,430.      MT  (+/- 180 meters Scaled)
 MV0279
 MV0279                          SUPERSEDED SURVEY CONTROL
 MV0279
 MV0279.No superseded survey control is available for this station.
 MV0279
 MV0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG652456(NAD 83)
 MV0279_MARKER: I = METAL ROD
 MV0279_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0279_SP_SET: STAINLESS STEEL ROD
 MV0279_STAMPING: M 431 1984
 MV0279_MARK LOGO: NGS   
 MV0279_PROJECTION: FLUSH
 MV0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0279_ROD/PIPE-DEPTH: 12.2 meters
 MV0279
 MV0279  HISTORY     - Date     Condition        Report By
 MV0279  HISTORY     - 1984     MONUMENTED       NGS
 MV0279
 MV0279                          STATION DESCRIPTION
 MV0279
 MV0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0279'4.7 KM (2.9 MI) SE FROM DENIO.
 MV0279'4.70 KM (2.92 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0279'OFFICE AT DENIO, AT DENIO JUNCTION, IN THE SOUTHWEST CORNER OF THE T
 MV0279'JUNCTION OF STATE HIGHWAY 292, 0.70 KM (0.44 MI) SOUTH OF MILEPOST 66,
 MV0279'36.9 METERS (121 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 140 AND
 MV0279'29.6 METERS (97 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 292.
 MV0279'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 MV0279'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0374 ***********************************************************************
 KQ0374  DESIGNATION -  M 432
 KQ0374  PID         -  KQ0374
 KQ0374  STATE/COUNTY-  NV/LANDER
 KQ0374  USGS QUAD   -  CARROLL SUMMIT (1969)
 KQ0374
 KQ0374                         *CURRENT SURVEY CONTROL
 KQ0374  ___________________________________________________________________
 KQ0374* NAD 83(1986)-  39 15 11.     (N)    117 40 50.     (W)     SCALED    
 KQ0374* NAVD 88     -      2021.535  (meters)    6632.32   (feet)  ADJUSTED  
 KQ0374  ___________________________________________________________________
 KQ0374  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 KQ0374  DYNAMIC HT  -        2019.379 (meters)    6625.25  (feet)  COMP
 KQ0374  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 KQ0374
 KQ0374  VERT ORDER  -  FIRST     CLASS II
 KQ0374
 KQ0374.The horizontal coordinates were scaled from a topographic map and have
 KQ0374.an estimated accuracy of +/- 6 seconds.
 KQ0374
 KQ0374.The orthometric height was determined by differential leveling
 KQ0374.and adjusted by the National Geodetic Survey in June 1991..
 KQ0374
 KQ0374.The geoid height was determined by GEOID03.
 KQ0374
 KQ0374.The dynamic height is computed by dividing the NAVD 88
 KQ0374.geopotential number by the normal gravity value computed on the
 KQ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0374.degrees latitude (g = 980.6199 gals.).
 KQ0374
 KQ0374.The modeled gravity was interpolated from observed gravity values.
 KQ0374
 KQ0374;                    North         East    Units  Estimated Accuracy
 KQ0374;SPC NV C     - 6,500,180.      412,490.      MT  (+/- 180 meters Scaled)
 KQ0374
 KQ0374                          SUPERSEDED SURVEY CONTROL
 KQ0374
 KQ0374.No superseded survey control is available for this station.
 KQ0374
 KQ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD412450(NAD 83)
 KQ0374_MARKER: DB = BENCH MARK DISK
 KQ0374_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0374_SP_SET: ROCK OUTCROP
 KQ0374_STAMPING: M 432 1984
 KQ0374_MARK LOGO: NGS   
 KQ0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0374+STABILITY: POSITION/ELEVATION WELL
 KQ0374
 KQ0374  HISTORY     - Date     Condition        Report By
 KQ0374  HISTORY     - 1984     MONUMENTED       NGS
 KQ0374
 KQ0374                          STATION DESCRIPTION
 KQ0374
 KQ0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KQ0374'5.7 KM (3.5 MI) EAST FROM CARROLL SUMMIT.
 KQ0374'5.67 KM (3.53 MI) EAST ALONG STATE HIGHWAY 722 FROM THE CARROLL
 KQ0374'SUMMIT, IN THE TOP CENTER OF A 1 BY 1 FOOT LEDGE OF GRAY OUTCROP
 KQ0374'PROJECTING 1 FOOT ABOVE THE BASE OF AND NEAR THE CENTER OF A ROCK CUT,
 KQ0374'0.56 KM (0.35 MI) NORTH OF MILEPOST 4, 5.8 METERS (19 FT) EAST OF THE
 KQ0374'HIGHWAY CENTERLINE AND 21.9 METERS (72 FT) SOUTH OF THE NORTH END OF
 KQ0374'THE CUT.
 KQ0374'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 KQ0374'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0908 ***********************************************************************
 JR0908  DESIGNATION -  M 433
 JR0908  PID         -  JR0908
 JR0908  STATE/COUNTY-  NV/MINERAL
 JR0908  USGS QUAD   -  LUNING (1980)
 JR0908
 JR0908                         *CURRENT SURVEY CONTROL
 JR0908  ___________________________________________________________________
 JR0908* NAD 83(1986)-  38 35 08.     (N)    118 10 18.     (W)     SCALED    
 JR0908* NAVD 88     -      1588.130  (meters)    5210.39   (feet)  ADJUSTED  
 JR0908  ___________________________________________________________________
 JR0908  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 JR0908  DYNAMIC HT  -        1586.495 (meters)    5205.03  (feet)  COMP
 JR0908  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 JR0908
 JR0908  VERT ORDER  -  FIRST     CLASS II
 JR0908
 JR0908.The horizontal coordinates were scaled from a topographic map and have
 JR0908.an estimated accuracy of +/- 6 seconds.
 JR0908
 JR0908.The orthometric height was determined by differential leveling
 JR0908.and adjusted by the National Geodetic Survey in June 1991..
 JR0908
 JR0908.The geoid height was determined by GEOID03.
 JR0908
 JR0908.The dynamic height is computed by dividing the NAVD 88
 JR0908.geopotential number by the normal gravity value computed on the
 JR0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0908.degrees latitude (g = 980.6199 gals.).
 JR0908
 JR0908.The modeled gravity was interpolated from observed gravity values.
 JR0908
 JR0908;                    North         East    Units  Estimated Accuracy
 JR0908;SPC NV W     - 4,425,680.      835,870.      MT  (+/- 180 meters Scaled)
 JR0908
 JR0908                          SUPERSEDED SURVEY CONTROL
 JR0908
 JR0908.No superseded survey control is available for this station.
 JR0908
 JR0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC979714(NAD 83)
 JR0908_MARKER: I = METAL ROD
 JR0908_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JR0908_SP_SET: STAINLESS STEEL ROD
 JR0908_STAMPING: M 433 1984
 JR0908_MARK LOGO: NGS   
 JR0908_PROJECTION: FLUSH
 JR0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0908_ROD/PIPE-DEPTH: 7.3  meters
 JR0908
 JR0908  HISTORY     - Date     Condition        Report By
 JR0908  HISTORY     - 1984     MONUMENTED       NGS
 JR0908
 JR0908                          STATION DESCRIPTION
 JR0908
 JR0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JR0908'9.5 KM (5.9 MI) NORTH FROM LUNING.
 JR0908'1.3 KM (0.8 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 JR0908'POST OFFICE AT LUNING, THENCE 8.1 KM (5.1 MI) NORTH ALONG STATE
 JR0908'HIGHWAY 361, IN THE SOUTHWEST CORNER OF THE Y JUNCTION OF A DIRT ROAD
 JR0908'LEADING NORTHWEST, 0.4 KM (0.3 MI) NORTH OF MILEPOST 5, 44.5 METERS
 JR0908'(146 FT) WEST OF THE HIGHWAY CENTERLINE, 19.5 METERS (64 FT) SOUTHWEST
 JR0908'OF THE CENTER OF THE DIRT ROAD AND 18.3 METERS (60 FT) NORTHEAST OF
 JR0908'THE CENTER OF A DEEP DRAINAGE DITCH.
 JR0908'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 JR0908'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0385 ***********************************************************************
 KQ0385  DESIGNATION -  M 434
 KQ0385  PID         -  KQ0385
 KQ0385  STATE/COUNTY-  NV/LANDER
 KQ0385  USGS QUAD   -  YANKEE BLADE (1982)
 KQ0385
 KQ0385                         *CURRENT SURVEY CONTROL
 KQ0385  ___________________________________________________________________
 KQ0385* NAD 83(1986)-  39 31 39.     (N)    117 06 22.     (W)     SCALED    
 KQ0385* NAVD 88     -      1807.647  (meters)    5930.59   (feet)  ADJUSTED  
 KQ0385  ___________________________________________________________________
 KQ0385  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 KQ0385  DYNAMIC HT  -        1805.811 (meters)    5924.56  (feet)  COMP
 KQ0385  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 KQ0385
 KQ0385  VERT ORDER  -  FIRST     CLASS II
 KQ0385
 KQ0385.The horizontal coordinates were scaled from a topographic map and have
 KQ0385.an estimated accuracy of +/- 6 seconds.
 KQ0385
 KQ0385.The orthometric height was determined by differential leveling
 KQ0385.and adjusted by the National Geodetic Survey in June 1991..
 KQ0385
 KQ0385.The geoid height was determined by GEOID03.
 KQ0385
 KQ0385.The dynamic height is computed by dividing the NAVD 88
 KQ0385.geopotential number by the normal gravity value computed on the
 KQ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0385.degrees latitude (g = 980.6199 gals.).
 KQ0385
 KQ0385.The modeled gravity was interpolated from observed gravity values.
 KQ0385
 KQ0385;                    North         East    Units  Estimated Accuracy
 KQ0385;SPC NV C     - 6,530,250.      462,220.      MT  (+/- 180 meters Scaled)
 KQ0385
 KQ0385                          SUPERSEDED SURVEY CONTROL
 KQ0385
 KQ0385.No superseded survey control is available for this station.
 KQ0385
 KQ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD908753(NAD 83)
 KQ0385_MARKER: I = METAL ROD
 KQ0385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KQ0385_SP_SET: STAINLESS STEEL ROD
 KQ0385_STAMPING: M 434 1985
 KQ0385_MARK LOGO: NGS   
 KQ0385_PROJECTION: FLUSH
 KQ0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KQ0385_ROD/PIPE-DEPTH: 6.1  meters
 KQ0385
 KQ0385  HISTORY     - Date     Condition        Report By
 KQ0385  HISTORY     - 1985     MONUMENTED       NGS
 KQ0385
 KQ0385                          STATION DESCRIPTION
 KQ0385
 KQ0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0385'5.1 KM (3.2 MI) NORTH FROM AUSTIN.
 KQ0385'1.56 KM (0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0385'AT AUSTIN, THENCE 3.53 KM (2.19 MI) NORTH ALONG STATE HIGHWAY 305,
 KQ0385'0.16 KM (0.10 MI) SOUTHEAST OF A HIGH TENSION POWER LINE CROSSING AND
 KQ0385'A Y JUNCTION OF A DIRT ROAD LEADING EAST-SOUTHEAST TO A POWER
 KQ0385'SUB-STATION, 0.20 KM (0.12 MI) NORTHWEST OF THE CREST OF A HILL,
 KQ0385'28.0 METERS (92 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND
 KQ0385'33.5 METERS (110 FT) SOUTH OF MILEPOST 33.
 KQ0385'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 KQ0385'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0402 ***********************************************************************
 KQ0402  DESIGNATION -  M 435
 KQ0402  PID         -  KQ0402
 KQ0402  STATE/COUNTY-  NV/LANDER
 KQ0402  USGS QUAD   -  MANHATTAN MTN (1980)
 KQ0402
 KQ0402                         *CURRENT SURVEY CONTROL
 KQ0402  ___________________________________________________________________
 KQ0402* NAD 83(1986)-  39 45 42.     (N)    117 08 30.     (W)     SCALED    
 KQ0402* NAVD 88     -      1651.312  (meters)    5417.68   (feet)  ADJUSTED  
 KQ0402  ___________________________________________________________________
 KQ0402  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 KQ0402  DYNAMIC HT  -        1649.738 (meters)    5412.52  (feet)  COMP
 KQ0402  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 KQ0402
 KQ0402  VERT ORDER  -  FIRST     CLASS II
 KQ0402
 KQ0402.The horizontal coordinates were scaled from a topographic map and have
 KQ0402.an estimated accuracy of +/- 6 seconds.
 KQ0402
 KQ0402.The orthometric height was determined by differential leveling
 KQ0402.and adjusted by the National Geodetic Survey in June 1991..
 KQ0402
 KQ0402.The geoid height was determined by GEOID03.
 KQ0402
 KQ0402.The dynamic height is computed by dividing the NAVD 88
 KQ0402.geopotential number by the normal gravity value computed on the
 KQ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0402.degrees latitude (g = 980.6199 gals.).
 KQ0402
 KQ0402.The modeled gravity was interpolated from observed gravity values.
 KQ0402
 KQ0402;                    North         East    Units  Estimated Accuracy
 KQ0402;SPC NV C     - 6,556,260.      459,300.      MT  (+/- 180 meters Scaled)
 KQ0402
 KQ0402                          SUPERSEDED SURVEY CONTROL
 KQ0402
 KQ0402.No superseded survey control is available for this station.
 KQ0402
 KQ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME878013(NAD 83)
 KQ0402_MARKER: I = METAL ROD
 KQ0402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KQ0402_SP_SET: STAINLESS STEEL ROD
 KQ0402_STAMPING: M 435 1985
 KQ0402_MARK LOGO: NGS   
 KQ0402_PROJECTION: FLUSH
 KQ0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KQ0402_ROD/PIPE-DEPTH: 3.6  meters
 KQ0402
 KQ0402  HISTORY     - Date     Condition        Report By
 KQ0402  HISTORY     - 1985     MONUMENTED       NGS
 KQ0402
 KQ0402                          STATION DESCRIPTION
 KQ0402
 KQ0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0402'33.3 KM (20.7 MI) NORTH FROM AUSTIN.
 KQ0402'1.56 KM (0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0402'AT AUSTIN, THENCE 31.78 KM (19.75 MI) NORTH ALONG STATE HIGHWAY 305,
 KQ0402'NEAR A FENCE T JUNCTION BETWEEN TWO SMALL CUTS, 0.79 KM (0.49 MI)
 KQ0402'NORTHEAST OF MILEPOST 50, 14.0 METERS (46 FT) SOUTHEAST OF THE HIGHWAY
 KQ0402'CENTERLINE, 30.5 METERS (100 FT) SOUTHWEST OF THE SOUTHWEST END OF THE
 KQ0402'NORTHEAST ONE OF TWO CUTS, 6.9 METERS (22.5 FT) NORTHEAST OF THE FENCE
 KQ0402'T JUNCTION AND 0.9 METER (3 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 KQ0402'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 KQ0402'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0771 ***********************************************************************
 LR0771  DESIGNATION -  M 436
 LR0771  PID         -  LR0771
 LR0771  STATE/COUNTY-  NV/LANDER
 LR0771  USGS QUAD   -  MOSS CREEK (1990)
 LR0771
 LR0771                         *CURRENT SURVEY CONTROL
 LR0771  ___________________________________________________________________
 LR0771* NAD 83(1986)-  40 10 06.     (N)    117 06 11.     (W)     SCALED    
 LR0771* NAVD 88     -      1473.438  (meters)    4834.10   (feet)  ADJUSTED  
 LR0771  ___________________________________________________________________
 LR0771  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 LR0771  DYNAMIC HT  -        1472.138 (meters)    4829.84  (feet)  COMP
 LR0771  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 LR0771
 LR0771  VERT ORDER  -  FIRST     CLASS II
 LR0771
 LR0771.The horizontal coordinates were scaled from a topographic map and have
 LR0771.an estimated accuracy of +/- 6 seconds.
 LR0771
 LR0771.The orthometric height was determined by differential leveling
 LR0771.and adjusted by the National Geodetic Survey in June 1991..
 LR0771
 LR0771.The geoid height was determined by GEOID03.
 LR0771
 LR0771.The dynamic height is computed by dividing the NAVD 88
 LR0771.geopotential number by the normal gravity value computed on the
 LR0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0771.degrees latitude (g = 980.6199 gals.).
 LR0771
 LR0771.The modeled gravity was interpolated from observed gravity values.
 LR0771
 LR0771;                    North         East    Units  Estimated Accuracy
 LR0771;SPC NV C     - 6,601,390.      462,830.      MT  (+/- 180 meters Scaled)
 LR0771
 LR0771                          SUPERSEDED SURVEY CONTROL
 LR0771
 LR0771.No superseded survey control is available for this station.
 LR0771
 LR0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME912464(NAD 83)
 LR0771_MARKER: I = METAL ROD
 LR0771_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0771_SP_SET: STAINLESS STEEL ROD
 LR0771_STAMPING: M 436 1985
 LR0771_MARK LOGO: NGS   
 LR0771_PROJECTION: FLUSH
 LR0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0771_ROD/PIPE-DEPTH: 4.3  meters
 LR0771
 LR0771  HISTORY     - Date     Condition        Report By
 LR0771  HISTORY     - 1985     MONUMENTED       NGS
 LR0771
 LR0771                          STATION DESCRIPTION
 LR0771
 LR0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LR0771'57.4 KM (35.7 MI) SOUTH FROM BATTLE MTN.
 LR0771'57.41 KM (35.68 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0771'AT BATTLE MTN, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A DIM
 LR0771'TRACK ROAD LEADING EAST TO A GRAVEL PIT, 0.43 KM (0.27 MI) NORTHEAST
 LR0771'OF MILEPOST 82, 60.7 METERS (199 FT) SOUTHEAST OF THE HIGHWAY
 LR0771'CENTERLINE, 15.1 METERS (49.5 FT) SOUTHWEST OF THE SOUTHWEST POST FOR
 LR0771'A WIRE GATE AND 0.9 METER (3 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 LR0771'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 LR0771'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1421 ***********************************************************************
 KR1421  DESIGNATION -  M 439
 KR1421  PID         -  KR1421
 KR1421  STATE/COUNTY-  NV/CHURCHILL
 KR1421  USGS QUAD   -  GRIMES POINT (1985)
 KR1421
 KR1421                         *CURRENT SURVEY CONTROL
 KR1421  ___________________________________________________________________
 KR1421* NAD 83(1986)-  39 28 29.     (N)    118 43 05.     (W)     SCALED    
 KR1421* NAVD 88     -      1202.306  (meters)    3944.57   (feet)  ADJUSTED  
 KR1421  ___________________________________________________________________
 KR1421  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 KR1421  DYNAMIC HT  -        1201.274 (meters)    3941.18  (feet)  COMP
 KR1421  MODELED GRAV-     979,726.6   (mgal)                       NAVD 88
 KR1421
 KR1421  VERT ORDER  -  FIRST     CLASS II
 KR1421
 KR1421.The horizontal coordinates were scaled from a topographic map and have
 KR1421.an estimated accuracy of +/- 6 seconds.
 KR1421
 KR1421.The orthometric height was determined by differential leveling
 KR1421.and adjusted by the National Geodetic Survey in June 1991..
 KR1421
 KR1421.The geoid height was determined by GEOID03.
 KR1421
 KR1421.The dynamic height is computed by dividing the NAVD 88
 KR1421.geopotential number by the normal gravity value computed on the
 KR1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1421.degrees latitude (g = 980.6199 gals.).
 KR1421
 KR1421.The modeled gravity was interpolated from observed gravity values.
 KR1421
 KR1421;                    North         East    Units  Estimated Accuracy
 KR1421;SPC NV W     - 4,524,310.      788,410.      MT  (+/- 180 meters Scaled)
 KR1421
 KR1421                          SUPERSEDED SURVEY CONTROL
 KR1421
 KR1421.No superseded survey control is available for this station.
 KR1421
 KR1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD522708(NAD 83)
 KR1421_MARKER: I = METAL ROD
 KR1421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1421_SP_SET: STAINLESS STEEL ROD
 KR1421_STAMPING: M 439 1986
 KR1421_MARK LOGO: NGS   
 KR1421_PROJECTION: FLUSH
 KR1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1421+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1991
 KR1421_ROD/PIPE-DEPTH: 12.2 meters
 KR1421
 KR1421  HISTORY     - Date     Condition        Report By
 KR1421  HISTORY     - 1986     MONUMENTED       NGS
 KR1421  HISTORY     - 19910806 GOOD             NGS
 KR1421  HISTORY     - 20051009 GOOD             GEOCAC
 KR1421
 KR1421                          STATION DESCRIPTION
 KR1421
 KR1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1421'5.6 KM (3.5 MI) EAST FROM FALLON.
 KR1421'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 KR1421'0.24 KM (0.15 MI) SOUTH ALONG US HIGHWAY 95 (MAIN STREET) FROM THE
 KR1421'POST OFFICE IN FALLON, THENCE 5.3 KM (3.3 MI) EASTERLY ALONG US
 KR1421'HIGHWAY 50, 14.6 METERS (48 FT) SOUTH OF THE CENTERLINE OF THE
 KR1421'HIGHWAY, 8.8 METERS (29.0 FT) EAST OF THE CENTERLINE OF A PRIVATE
 KR1421'ENTRANCE ROAD AND WIRE GATE, 0.9 METER (3.0 FT) EAST OF A POWERLINE
 KR1421'POLE, 0.3 METERS (1.0 FT) NORTH OF A FENCE.  NOTE--ACCESS TO DATUM
 KR1421'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KR1421'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KR1421
 KR1421                          STATION RECOVERY (1991)
 KR1421
 KR1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KR1421'5.2 KM (3.2 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL IN
 KR1421'FALLON, 14.6 M (47.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.8
 KR1421'M (28.9 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.9 M
 KR1421'(3.0 FT) EAST OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 KR1421'THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A FENCE, AND 0.3 M (1.0 FT) EAST
 KR1421'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 KR1421'5-INCH LOGO CAP.
 KR1421
 KR1421                          STATION RECOVERY (2005)
 KR1421
 KR1421'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR1421'OBSERVED GPSR COORDINATES N39 28 29.58, W118 43 03.06
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0181 ***********************************************************************
 KP0181  DESIGNATION -  M 44
 KP0181  PID         -  KP0181
 KP0181  STATE/COUNTY-  NV/EUREKA
 KP0181  USGS QUAD   -  PINTO SUMMIT (1990)
 KP0181
 KP0181                         *CURRENT SURVEY CONTROL
 KP0181  ___________________________________________________________________
 KP0181* NAD 83(1986)-  39 29 58.     (N)    115 57 26.     (W)     SCALED    
 KP0181* NAVD 88     -      2017.723  (meters)    6619.81   (feet)  ADJUSTED  
 KP0181  ___________________________________________________________________
 KP0181  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 KP0181  DYNAMIC HT  -        2015.639 (meters)    6612.98  (feet)  COMP
 KP0181  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 KP0181
 KP0181  VERT ORDER  -  FIRST     CLASS II
 KP0181
 KP0181.The horizontal coordinates were scaled from a topographic map and have
 KP0181.an estimated accuracy of +/- 6 seconds.
 KP0181
 KP0181.The orthometric height was determined by differential leveling
 KP0181.and adjusted by the National Geodetic Survey in June 1991..
 KP0181
 KP0181.The geoid height was determined by GEOID03.
 KP0181
 KP0181.The dynamic height is computed by dividing the NAVD 88
 KP0181.geopotential number by the normal gravity value computed on the
 KP0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0181.degrees latitude (g = 980.6199 gals.).
 KP0181
 KP0181.The modeled gravity was interpolated from observed gravity values.
 KP0181
 KP0181;                    North         East    Units  Estimated Accuracy
 KP0181;SPC NV E     - 8,527,110.      167,840.      MT  (+/- 180 meters Scaled)
 KP0181
 KP0181                          SUPERSEDED SURVEY CONTROL
 KP0181
 KP0181  NGVD 29 (??/??/92) 2016.428  (m)         6615.56   (f) ADJ UNCH    1 2
 KP0181
 KP0181.Superseded values are not recommended for survey control.
 KP0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0181.See file dsdata.txt to determine how the superseded data were derived.
 KP0181
 KP0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND896727(NAD 83)
 KP0181_MARKER: DB = BENCH MARK DISK
 KP0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0181_STAMPING: M 44 1934
 KP0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0181+STABILITY: SURFACE MOTION
 KP0181
 KP0181  HISTORY     - Date     Condition        Report By
 KP0181  HISTORY     - 1934     MONUMENTED       CGS
 KP0181  HISTORY     - 1937     GOOD             NGS
 KP0181  HISTORY     - 19870624 MARK NOT FOUND   USPSQD
 KP0181
 KP0181                          STATION DESCRIPTION
 KP0181
 KP0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 KP0181'1.2 MI SE FROM EUREKA.
 KP0181'1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KP0181'AT EUREKA, 0.2 MILE SOUTH OF AN OLD BRICK HOUSE, ON THE INSIDE OF A
 KP0181'CURVE, AND 42 FEET WEST OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 44
 KP0181'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KP0181
 KP0181                          STATION RECOVERY (1987)
 KP0181
 KP0181'RECOVERY NOTE BY US POWER SQUADRON 1987 (CDL)
 KP0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1444 ***********************************************************************
 KR1444  DESIGNATION -  M 441
 KR1444  PID         -  KR1444
 KR1444  STATE/COUNTY-  NV/CHURCHILL
 KR1444  USGS QUAD   -  DESERT PEAK (1986)
 KR1444
 KR1444                         *CURRENT SURVEY CONTROL
 KR1444  ___________________________________________________________________
 KR1444* NAD 83(1986)-  39 52 15.     (N)    118 53 17.     (W)     SCALED    
 KR1444* NAVD 88     -      1268.064  (meters)    4160.31   (feet)  ADJUSTED  
 KR1444  ___________________________________________________________________
 KR1444  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 KR1444  DYNAMIC HT  -        1267.019 (meters)    4156.88  (feet)  COMP
 KR1444  MODELED GRAV-     979,758.3   (mgal)                       NAVD 88
 KR1444
 KR1444  VERT ORDER  -  FIRST     CLASS II
 KR1444
 KR1444.The horizontal coordinates were scaled from a topographic map and have
 KR1444.an estimated accuracy of +/- 6 seconds.
 KR1444
 KR1444.The orthometric height was determined by differential leveling
 KR1444.and adjusted by the National Geodetic Survey in June 1991..
 KR1444
 KR1444.The geoid height was determined by GEOID03.
 KR1444
 KR1444.The dynamic height is computed by dividing the NAVD 88
 KR1444.geopotential number by the normal gravity value computed on the
 KR1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1444.degrees latitude (g = 980.6199 gals.).
 KR1444
 KR1444.The modeled gravity was interpolated from observed gravity values.
 KR1444
 KR1444;                    North         East    Units  Estimated Accuracy
 KR1444;SPC NV W     - 4,568,320.      773,930.      MT  (+/- 180 meters Scaled)
 KR1444
 KR1444                          SUPERSEDED SURVEY CONTROL
 KR1444
 KR1444.No superseded survey control is available for this station.
 KR1444
 KR1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE385151(NAD 83)
 KR1444_MARKER: DB = BENCH MARK DISK
 KR1444_SETTING: 66 = SET IN ROCK OUTCROP
 KR1444_SP_SET: ROCK OUTCROP
 KR1444_STAMPING: M 441 1986
 KR1444_MARK LOGO: NGS   
 KR1444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1444+STABILITY: POSITION/ELEVATION WELL
 KR1444
 KR1444  HISTORY     - Date     Condition        Report By
 KR1444  HISTORY     - 1986     MONUMENTED       NGS
 KR1444
 KR1444                          STATION DESCRIPTION
 KR1444
 KR1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1444'44.4 KM (27.6 MI) NE FROM FERNLEY.
 KR1444'3.8 KM (2.4 MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST
 KR1444'OFFICE IN FERNLEY, THENCE 40.6 KM (25.2 MI) NORTHEAST ALONG I-80, 0.17
 KR1444'KM (0.11 MI) NORTHEAST OF MILE POST 74, IN TOP OF A 3 FT BY 3 FT ROCK
 KR1444'OUTCROP AT THE BASE AND CENTER OF A CUT, 12.2 METERS (40.0 FT)
 KR1444'NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES.
 KR1444'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 KR1444'THE MARK IS ABOVE LEVEL WITH THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0483 ***********************************************************************
 LS0483  DESIGNATION -  M 442
 LS0483  PID         -  LS0483
 LS0483  STATE/COUNTY-  NV/PERSHING
 LS0483  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0483
 LS0483                         *CURRENT SURVEY CONTROL
 LS0483  ___________________________________________________________________
 LS0483* NAD 83(1986)-  40 28 06.     (N)    118 17 08.     (W)     SCALED    
 LS0483* NAVD 88     -      1303.167  (meters)    4275.47   (feet)  ADJUSTED  
 LS0483  ___________________________________________________________________
 LS0483  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 LS0483  DYNAMIC HT  -        1302.121 (meters)    4272.04  (feet)  COMP
 LS0483  MODELED GRAV-     979,777.9   (mgal)                       NAVD 88
 LS0483
 LS0483  VERT ORDER  -  FIRST     CLASS II
 LS0483
 LS0483.The horizontal coordinates were scaled from a topographic map and have
 LS0483.an estimated accuracy of +/- 6 seconds.
 LS0483
 LS0483.The orthometric height was determined by differential leveling
 LS0483.and adjusted by the National Geodetic Survey in June 1991..
 LS0483
 LS0483.The geoid height was determined by GEOID03.
 LS0483
 LS0483.The dynamic height is computed by dividing the NAVD 88
 LS0483.geopotential number by the normal gravity value computed on the
 LS0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0483.degrees latitude (g = 980.6199 gals.).
 LS0483
 LS0483.The modeled gravity was interpolated from observed gravity values.
 LS0483
 LS0483;                    North         East    Units  Estimated Accuracy
 LS0483;SPC NV W     - 4,634,650.      825,250.      MT  (+/- 180 meters Scaled)
 LS0483
 LS0483                          SUPERSEDED SURVEY CONTROL
 LS0483
 LS0483.No superseded survey control is available for this station.
 LS0483
 LS0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE910805(NAD 83)
 LS0483_MARKER: I = METAL ROD
 LS0483_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LS0483_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LS0483_STAMPING: M 442 1986
 LS0483_MARK LOGO: NGS   
 LS0483_PROJECTION: FLUSH
 LS0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LS0483+STABILITY: POSITION/ELEVATION WELL
 LS0483_ROD/PIPE-DEPTH: 13.4 meters
 LS0483_SLEEVE-DEPTH  : 6.1 meters
 LS0483
 LS0483  HISTORY     - Date     Condition        Report By
 LS0483  HISTORY     - 1986     MONUMENTED       NGS
 LS0483
 LS0483                          STATION DESCRIPTION
 LS0483
 LS0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LS0483'13.6 KM (8.45 MI) NORTH FROM OREANA.
 LS0483'13.6 KM (8.5 MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS
 LS0483'(EXIT 119) IN OREANA, IN THE NORTHWEST CORNER OF AN INTERSTATE OFF
 LS0483'RAMP AND RYE PATCH ROAD, 19.8 METERS (65.0 FT) WEST OF THE CENTERLINE
 LS0483'OF THE OFF RAMP, 19.4 METERS (63.5 FT) NORTH OF THE CENTERLINE OF RYE
 LS0483'PATCH ROAD, 1.8 METERS (6.0 FT) NORTHEAST OF A CORNER FENCE POST, 1.2
 LS0483'METERS (4.0 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 LS0483'THROUGH A 5-INCH LOGO CAP.
 LS0483'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LS0483'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0930 ***********************************************************************
 JR0930  DESIGNATION -  M 443
 JR0930  PID         -  JR0930
 JR0930  STATE/COUNTY-  NV/MINERAL
 JR0930  USGS QUAD   -  BASALT (1982)
 JR0930
 JR0930                         *CURRENT SURVEY CONTROL
 JR0930  ___________________________________________________________________
 JR0930* NAD 83(1986)-  38 00 12.     (N)    118 16 48.     (W)     SCALED    
 JR0930* NAVD 88     -      1955.906  (meters)    6417.00   (feet)  ADJUSTED  
 JR0930  ___________________________________________________________________
 JR0930  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 JR0930  DYNAMIC HT  -        1953.616 (meters)    6409.49  (feet)  COMP
 JR0930  MODELED GRAV-     979,388.9   (mgal)                       NAVD 88
 JR0930
 JR0930  VERT ORDER  -  FIRST     CLASS II
 JR0930
 JR0930.The horizontal coordinates were scaled from a topographic map and have
 JR0930.an estimated accuracy of +/- 6 seconds.
 JR0930
 JR0930.The orthometric height was determined by differential leveling
 JR0930.and adjusted by the National Geodetic Survey in June 1991..
 JR0930
 JR0930.The geoid height was determined by GEOID03.
 JR0930
 JR0930.The dynamic height is computed by dividing the NAVD 88
 JR0930.geopotential number by the normal gravity value computed on the
 JR0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0930.degrees latitude (g = 980.6199 gals.).
 JR0930
 JR0930.The modeled gravity was interpolated from observed gravity values.
 JR0930
 JR0930;                    North         East    Units  Estimated Accuracy
 JR0930;SPC NV W     - 4,361,020.      826,640.      MT  (+/- 180 meters Scaled)
 JR0930
 JR0930                          SUPERSEDED SURVEY CONTROL
 JR0930
 JR0930.No superseded survey control is available for this station.
 JR0930
 JR0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC876069(NAD 83)
 JR0930_MARKER: I = METAL ROD
 JR0930_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JR0930+WITH SETTING: INFORMATION.
 JR0930_SP_SET: SHALLOW-SET METAL ROD
 JR0930_STAMPING: M 443 1986
 JR0930_MARK LOGO: NGS   
 JR0930_PROJECTION: FLUSH
 JR0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0930_ROD/PIPE-DEPTH: 2.7  meters
 JR0930
 JR0930  HISTORY     - Date     Condition        Report By
 JR0930  HISTORY     - 1986     MONUMENTED       NGS
 JR0930
 JR0930                          STATION DESCRIPTION
 JR0930
 JR0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JR0930'4.7 KM (2.9 MI) NE FROM MOUNT MONTGOMERY.
 JR0930'4.7 KM (2.9 MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN
 JR0930'MOUNT MONTGOMERY, 0.63 KM (0.39 MI) NORTHEAST OF MILEPOST 11, AT THE
 JR0930'NORTHEAST END OF A HIGHWAY CURVE, 17.7 METERS (58.0 FT) SOUTHEAST OF
 JR0930'THE CENTERLINE OF THE HIGHWAY, 2.3 METERS (7.5 FT) SOUTHWEST OF THE
 JR0930'SOUTHWEST EDGE OF THE TOP OF A BARREL BURIED VERTICALLY IN THE
 JR0930'GROUND.  A ROD DRIVEN TO ABRUPT REFUSAL AND ANCHORED.  NOTE--ACCESS
 JR0930'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JR0930'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JR0930'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1812 ***********************************************************************
 KR1812  DESIGNATION -  M 446
 KR1812  PID         -  KR1812
 KR1812  STATE/COUNTY-  NV/CHURCHILL
 KR1812  USGS QUAD   -  GRIMES POINT (1985)
 KR1812
 KR1812                         *CURRENT SURVEY CONTROL
 KR1812  ___________________________________________________________________
 KR1812* NAD 83(1986)-  39 23 10.     (N)    118 38 03.     (W)     SCALED    
 KR1812* NAVD 88     -      1198.757  (meters)    3932.92   (feet)  ADJUSTED  
 KR1812  ___________________________________________________________________
 KR1812  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 KR1812  DYNAMIC HT  -        1197.730 (meters)    3929.55  (feet)  COMP
 KR1812  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 KR1812
 KR1812  VERT ORDER  -  FIRST     CLASS II
 KR1812
 KR1812.The horizontal coordinates were scaled from a topographic map and have
 KR1812.an estimated accuracy of +/- 6 seconds.
 KR1812
 KR1812.The orthometric height was determined by differential leveling
 KR1812.and adjusted by the National Geodetic Survey in October 1991..
 KR1812
 KR1812.The geoid height was determined by GEOID03.
 KR1812
 KR1812.The dynamic height is computed by dividing the NAVD 88
 KR1812.geopotential number by the normal gravity value computed on the
 KR1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1812.degrees latitude (g = 980.6199 gals.).
 KR1812
 KR1812.The modeled gravity was interpolated from observed gravity values.
 KR1812
 KR1812;                    North         East    Units  Estimated Accuracy
 KR1812;SPC NV W     - 4,514,460.      795,620.      MT  (+/- 180 meters Scaled)
 KR1812
 KR1812                          SUPERSEDED SURVEY CONTROL
 KR1812
 KR1812.No superseded survey control is available for this station.
 KR1812
 KR1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD592608(NAD 83)
 KR1812_MARKER: DB = BENCH MARK DISK
 KR1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1812_SP_SET: CONCRETE POST
 KR1812_STAMPING: M 446 1991
 KR1812_MARK LOGO: USN   
 KR1812_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1812+STABILITY: SURFACE MOTION
 KR1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1812+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 KR1812
 KR1812  HISTORY     - Date     Condition        Report By
 KR1812  HISTORY     - 1991     MONUMENTED       NGS
 KR1812  HISTORY     - 20060305 GOOD             GEOCAC
 KR1812
 KR1812                          STATION DESCRIPTION
 KR1812
 KR1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1812'18.0 KM (11.2 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR1812'IN FALLON, THENCE 0.9 KM (0.6 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 KR1812'50.8 M (166.7 FT) SOUTHEAST OF A UTILITY POLE, 10.4 M (34.1 FT)
 KR1812'SOUTHWEST OF AND LEVEL WITH THE CENTER OF THE ROAD, 0.6 M (2.0 FT)
 KR1812'EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 KR1812'SURFACE.
 KR1812
 KR1812                          STATION RECOVERY (2006)
 KR1812
 KR1812'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR1812'OBSERVED GPSR COORDINATES N39 23 10.50, W118 38 01.92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0234 ***********************************************************************
 KQ0234  DESIGNATION -  M 45
 KQ0234  PID         -  KQ0234
 KQ0234  STATE/COUNTY-  NV/LANDER
 KQ0234  USGS QUAD   -  GANDOLFO CANYON (1980)
 KQ0234
 KQ0234                         *CURRENT SURVEY CONTROL
 KQ0234  ___________________________________________________________________
 KQ0234* NAD 83(1986)-  39 24 48.     (N)    117 16 33.     (W)     SCALED    
 KQ0234* NAVD 88     -      1765.471  (meters)    5792.22   (feet)  ADJUSTED  
 KQ0234  ___________________________________________________________________
 KQ0234  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 KQ0234  DYNAMIC HT  -        1763.682 (meters)    5786.35  (feet)  COMP
 KQ0234  MODELED GRAV-     979,551.1   (mgal)                       NAVD 88
 KQ0234
 KQ0234  VERT ORDER  -  FIRST     CLASS II
 KQ0234
 KQ0234.The horizontal coordinates were scaled from a topographic map and have
 KQ0234.an estimated accuracy of +/- 6 seconds.
 KQ0234
 KQ0234.The orthometric height was determined by differential leveling
 KQ0234.and adjusted by the National Geodetic Survey in June 1991..
 KQ0234
 KQ0234.The geoid height was determined by GEOID03.
 KQ0234
 KQ0234.The dynamic height is computed by dividing the NAVD 88
 KQ0234.geopotential number by the normal gravity value computed on the
 KQ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0234.degrees latitude (g = 980.6199 gals.).
 KQ0234
 KQ0234.The modeled gravity was interpolated from observed gravity values.
 KQ0234
 KQ0234;                    North         East    Units  Estimated Accuracy
 KQ0234;SPC NV C     - 6,517,660.      447,540.      MT  (+/- 180 meters Scaled)
 KQ0234
 KQ0234                          SUPERSEDED SURVEY CONTROL
 KQ0234
 KQ0234  NGVD 29 (??/??/92) 1764.235  (m)         5788.16   (f) ADJ UNCH    1 2
 KQ0234
 KQ0234.Superseded values are not recommended for survey control.
 KQ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0234.See file dsdata.txt to determine how the superseded data were derived.
 KQ0234
 KQ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD762626(NAD 83)
 KQ0234_MARKER: DB = BENCH MARK DISK
 KQ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0234_STAMPING: M 45 1934
 KQ0234_MARK LOGO: CGS   
 KQ0234_MAGNETIC: N = NO MAGNETIC MATERIAL
 KQ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0234+STABILITY: SURFACE MOTION
 KQ0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KQ0234+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 KQ0234
 KQ0234  HISTORY     - Date     Condition        Report By
 KQ0234  HISTORY     - 1934     MONUMENTED       CGS
 KQ0234  HISTORY     - 1955     GOOD             NGS
 KQ0234  HISTORY     - 1985     GOOD             NGS
 KQ0234  HISTORY     - 20040521 GOOD             NGS
 KQ0234
 KQ0234                          STATION DESCRIPTION
 KQ0234
 KQ0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0234'13.0 MI SW FROM AUSTIN.
 KQ0234'13.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0234'AT AUSTIN, 315.5 FEET NORTHEAST OF THE CENTER OF THE SOUTHEAST END OF
 KQ0234'A 24-INCH CORRUGATED METAL PIPE CULVERT, 51.0 FEET SOUTHEAST OF THE
 KQ0234'CENTER LINE OF THE HIGHWAY, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 1
 KQ0234'1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KQ0234'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KQ0234
 KQ0234                          STATION RECOVERY (1985)
 KQ0234
 KQ0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0234'RECOVERED IN GOOD CONDITION.  NEW ROUTE TO BM FOLLOWS.  5.1 KM
 KQ0234'(3.2 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0234'AUSTIN, THENCE 16.41 KM (10.2 MI) SOUTHWEST ALONG STATE HIGHWAY 722.
 KQ0234
 KQ0234                          STATION RECOVERY (2004)
 KQ0234
 KQ0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 KQ0234'5.1 KM WESTERLY ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURT HOUSE IN
 KQ0234'AUSTIN, THENCE  16.6 KM SOUTHWESTERLY ALONG STATE HIGHWAY 722, NEAR
 KQ0234'MILEPOST 31.2, 96.0 M NORTHEAST OF  THE CENTER OF THE SOUTHEAST END OF
 KQ0234'A CULVERT UNDER THE HIGHWAY, 15.5 M SOUTHEAST OF  THE HIGHWAY
 KQ0234'CENTERLINE, 0.6 M NORTH OF A WITNESS POST, 0.3 M BELOW THE LEVEL OF
 KQ0234'THE  HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M ABOVE THE GROUND
 KQ0234'SURFACE.   NOTE--THE MARK IS  ON THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0337 ***********************************************************************
 KQ0337  DESIGNATION -  M 46
 KQ0337  PID         -  KQ0337
 KQ0337  STATE/COUNTY-  NV/CHURCHILL
 KQ0337  USGS QUAD   -  EASTGATE (1969)
 KQ0337
 KQ0337                         *CURRENT SURVEY CONTROL
 KQ0337  ___________________________________________________________________
 KQ0337* NAD 83(1986)-  39 17 56.     (N)    117 55 08.     (W)     SCALED    
 KQ0337* NAVD 88     -      1530.373  (meters)    5020.90   (feet)  ADJUSTED  
 KQ0337  ___________________________________________________________________
 KQ0337  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 KQ0337  DYNAMIC HT  -        1528.864 (meters)    5015.95  (feet)  COMP
 KQ0337  MODELED GRAV-     979,587.9   (mgal)                       NAVD 88
 KQ0337
 KQ0337  VERT ORDER  -  FIRST     CLASS II
 KQ0337
 KQ0337.The horizontal coordinates were scaled from a topographic map and have
 KQ0337.an estimated accuracy of +/- 6 seconds.
 KQ0337
 KQ0337.The orthometric height was determined by differential leveling
 KQ0337.and adjusted by the National Geodetic Survey in June 1991..
 KQ0337
 KQ0337.The geoid height was determined by GEOID03.
 KQ0337
 KQ0337.The dynamic height is computed by dividing the NAVD 88
 KQ0337.geopotential number by the normal gravity value computed on the
 KQ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0337.degrees latitude (g = 980.6199 gals.).
 KQ0337
 KQ0337.The modeled gravity was interpolated from observed gravity values.
 KQ0337
 KQ0337;                    North         East    Units  Estimated Accuracy
 KQ0337;SPC NV W     - 4,504,990.      857,310.      MT  (+/- 180 meters Scaled)
 KQ0337
 KQ0337                          SUPERSEDED SURVEY CONTROL
 KQ0337
 KQ0337  NGVD 29 (??/??/92) 1529.305  (m)         5017.39   (f) ADJ UNCH    1 2
 KQ0337
 KQ0337.Superseded values are not recommended for survey control.
 KQ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0337.See file dsdata.txt to determine how the superseded data were derived.
 KQ0337
 KQ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD207503(NAD 83)
 KQ0337_MARKER: DB = BENCH MARK DISK
 KQ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0337_STAMPING: M 46 1934
 KQ0337_MARK LOGO: CGS   
 KQ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0337+STABILITY: SURFACE MOTION
 KQ0337
 KQ0337  HISTORY     - Date     Condition        Report By
 KQ0337  HISTORY     - 1953     MONUMENTED       CGS
 KQ0337  HISTORY     - 1967     GOOD             NGS
 KQ0337  HISTORY     - 1984     GOOD             NGS
 KQ0337
 KQ0337                          STATION DESCRIPTION
 KQ0337
 KQ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KQ0337'PRE-EARTHQUAKE POSITION.
 KQ0337
 KQ0337                          STATION RECOVERY (1967)
 KQ0337
 KQ0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KQ0337'2.2 MI W FROM EASTGATE.
 KQ0337'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KQ0337'EASTGATE, IN SECTION 34, T 17 N, R 36 E, ON THE CREST OF A SMALL RISE,
 KQ0337'46 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET NORTH OF
 KQ0337'A WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 KQ0337'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8
 KQ0337'INCHES.
 KQ0337
 KQ0337                          STATION RECOVERY (1984)
 KQ0337
 KQ0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0337'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0337'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0480 ***********************************************************************
 KQ0480  DESIGNATION -  M 46
 KQ0480  PID         -  KQ0480
 KQ0480  STATE/COUNTY-  NV/CHURCHILL
 KQ0480  USGS QUAD   -  EASTGATE (1969)
 KQ0480
 KQ0480                         *CURRENT SURVEY CONTROL
 KQ0480  ___________________________________________________________________
 KQ0480* NAD 83(1994)-  39 17 55.97819(N)    117 55 07.77443(W)     ADJUSTED  
 KQ0480* NAVD 88     -      1530.15   (+/-2cm)    5020.2    (feet)  VERTCON   
 KQ0480  ___________________________________________________________________
 KQ0480  LAPLACE CORR-           6.95  (seconds)                    DEFLEC99
 KQ0480  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 KQ0480
 KQ0480  HORZ ORDER  -  SECOND
 KQ0480  VERT ORDER  -  THIRD ? (See Below)
 KQ0480
 KQ0480.The horizontal coordinates were established by classical geodetic methods
 KQ0480.and adjusted by the National Geodetic Survey in June 1998..
 KQ0480
 KQ0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0480.The vertical order pertains to the NGVD 29 superseded value.
 KQ0480
 KQ0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0480
 KQ0480.The geoid height was determined by GEOID03.
 KQ0480
 KQ0480;                    North         East     Units Scale Factor Converg.
 KQ0480;SPC NV W     - 4,504,987.162   857,315.423   MT  0.99994043   +0 25 15.2
 KQ0480;SPC NV W     -14,780,112.05  2,812,709.02   sFT  0.99994043   +0 25 15.2
 KQ0480;SPC NV C     - 6,505,524.190   391,996.826   MT  1.00004358   -0 47 35.3
 KQ0480;SPC NV C     -21,343,540.61  1,286,076.25   sFT  1.00004358   -0 47 35.3
 KQ0480;UTM  11      - 4,350,347.161   420,772.360   MT  0.99967729   -0 34 55.1
 KQ0480
 KQ0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0480!SPC NV W     -   0.99976366  x   0.99994043  =   0.99970410
 KQ0480!SPC NV C     -   0.99976366  x   1.00004358  =   0.99980723
 KQ0480!UTM  11      -   0.99976366  x   0.99967729  =   0.99944103
 KQ0480
 KQ0480|---------------------------------------------------------------------|
 KQ0480| PID    Reference Object                     Distance      Geod. Az  |
 KQ0480|                                                           dddmmss.s |
 KQ0480| KQ0336 M 46 RM 2                            16.000 METERS 00624     |
 KQ0480| KQ0335 M 46 RM 1                            12.567 METERS 07906     |
 KQ0480| KQ0338 M 46 AZ MK                                         2744351.9 |
 KQ0480|---------------------------------------------------------------------|
 KQ0480
 KQ0480                          SUPERSEDED SURVEY CONTROL
 KQ0480
 KQ0480  NAD 83(1986)-  39 17 55.98863(N)    117 55 07.76614(W) AD(       ) 2
 KQ0480  NAD 27      -  39 17 56.26100(N)    117 55 04.32800(W) AD(       ) 2
 KQ0480  NGVD 29 (07/19/86) 1529.09   (m)         5016.7    (f) LEVELING    3  
 KQ0480
 KQ0480.Superseded values are not recommended for survey control.
 KQ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0480.See file dsdata.txt to determine how the superseded data were derived.
 KQ0480
 KQ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD2077250347(NAD 83)
 KQ0480_MARKER: DB = BENCH MARK DISK
 KQ0480_SETTING: 0 = UNSPECIFIED SETTING
 KQ0480
 KQ0480  HISTORY     - Date     Condition        Report By
 KQ0480  HISTORY     - 1954     MONUMENTED       CGS
 KQ0480  HISTORY     - 1955     GOOD             CGS
 KQ0480  HISTORY     - 1966     GOOD             CGS
 KQ0480  HISTORY     - 1967     GOOD             CGS
 KQ0480
 KQ0480                          STATION DESCRIPTION
 KQ0480
 KQ0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LGT)
 KQ0480'THE STATION IS 2.2 MILES WEST OF EAST GATE AT THE TOP OF A RIDGE
 KQ0480'SPARSELY COVERED WITH SAGE BRUSH, ON THE NORTH SIDE OF U.S.
 KQ0480'HIGHWAY 50.  EAST GATE IS 55.2 MILES EAST-SOUTHEAST OF THE EAST
 KQ0480'CITY LIMITS OF FALLON, FOLLOWING U.S. HIGHWAY 50.
 KQ0480'
 KQ0480'THE STATION MARK IS A STANDARD BENCH MARK DISK SET IN A CONCRETE
 KQ0480'POST PROJECTING ABOUT 6 INCHES.  IT IS 46.4 FEET NORTH OF THE
 KQ0480'CENTER LINE OF U.S. HIGHWAY 50 AND 7 FEET EAST OF A WITNESS
 KQ0480'POST.  IT IS STAMPED M 46 1934.
 KQ0480'
 KQ0480'REFERENCE MARK 1, STAMPED BENCH MARK M 46 NO 1 1953, IS A
 KQ0480'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING ABOUT
 KQ0480'6 INCHES.  IT IS 55.5 FEET NORTH OF THE CENTER LINE OF U.S.
 KQ0480'HIGHWAY 50.
 KQ0480'
 KQ0480'REFERENCE MARK 2, STAMPED BENCH MARK M 46 NO 2 1953, IS A
 KQ0480'STANDARD DISK SET IN CONCRETE CYLINDER PROJECTING ABOUT 8 INCHES
 KQ0480'AND ABOUT THE SAME ELEVATION AS THE STATION.
 KQ0480'
 KQ0480'THE AZIMUTH MARK, STAMPED BENCH MARK M 46 1953, IS A STANDARD
 KQ0480'DISK SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 5 INCHES.
 KQ0480'IT IS 37 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 50,
 KQ0480'35 FEET WEST-NORTHWEST OF A HIGHWAY CURVE SIGN AND 4 FEET SOUTH
 KQ0480'OF A WITNESS POST.
 KQ0480
 KQ0480                          STATION RECOVERY (1955)
 KQ0480
 KQ0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KQ0480'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KQ0480'TO BE IN GOOD CONDITION.  A DIFFERENCE WAS NOTED IN THE DIRECTION
 KQ0480'TO THE AZIMUTH MARK.
 KQ0480'
 KQ0480'OBSERVATIONS TAKEN FROM A 4 FOOT STAND.
 KQ0480
 KQ0480                          STATION RECOVERY (1966)
 KQ0480
 KQ0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KQ0480'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KQ0480'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 KQ0480'TO REACH IS ADEQUATE.
 KQ0480'
 KQ0480'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--50 MILES
 KQ0480'EAST OF FALLON
 KQ0480
 KQ0480                          STATION RECOVERY (1967)
 KQ0480
 KQ0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 KQ0480'THE STATION MARK, STAMPED M 46 1934, IS ABOUT 2.2 MILES WEST
 KQ0480'ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT EASTGATE, IN
 KQ0480'SECTION 34, T 17 N, R 36 E, ON THE CREST OF A SMALL RISE, 46-1/2
 KQ0480'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET NORTH
 KQ0480'OF A WOODEN WITNESS POST, ABOUT 1-1/2 FEET BELOW THE LEVEL OF THE
 KQ0480'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KQ0480'8 INCHES.
 KQ0480'
 KQ0480'R.M. 1, STAMPED BENCH MARK M 46 NO 1 1953, IS 41.3 FEET EAST
 KQ0480'OF THE STATION MARK, 55-1/2 FEET NORTH OF THE CENTER LINE OF THE
 KQ0480'HIGHWAY, ABOUT 1-1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 KQ0480'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 KQ0480'
 KQ0480'R.M. 2, STAMPED BENCH MARK M 46 NO 2 1953, IS 52.4 FEET NORTH OF
 KQ0480'THE STATION MARK, 99 FEET NORTH OF THE CENTER LINE OF THE
 KQ0480'HIGHWAY, 56.2 FEET NORTHWEST OF REFERENCE MARK M 46 R.M. 1,
 KQ0480'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 KQ0480'OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 KQ0480'
 KQ0480'THE AZIMUTH MARK, STAMPED BENCH MARK M 46 1953, IS 0.6 MILE WEST
 KQ0480'OF THE STATION MARK, 37 FEET NORTH OF THE CENTER LINE OF THE
 KQ0480'HIGHWAY, 297-1/2 FEET EAST OF THE EAST END OF THE NORTH CONCRETE
 KQ0480'HEAD WALL OF AN 18-INCH CORRUGATED METAL CULVERT, 35 FEET
 KQ0480'NORTHWEST OF A 6- X 6-INCH WOODEN POST SUPPORTING A SIGN, 1.0
 KQ0480'FOOT WEST OF A METAL WITNESS POST, 1.0 FOOT NORTH OF A WOODEN
 KQ0480'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 KQ0480'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0338 ***********************************************************************
 KQ0338  DESIGNATION -  M 46 AZ MK
 KQ0338  PID         -  KQ0338
 KQ0338  STATE/COUNTY-  NV/CHURCHILL
 KQ0338  USGS QUAD   -  EASTGATE (1969)
 KQ0338
 KQ0338                         *CURRENT SURVEY CONTROL
 KQ0338  ___________________________________________________________________
 KQ0338* NAD 83(1986)-  39 17 58.     (N)    117 55 43.     (W)     SCALED    
 KQ0338* NAVD 88     -      1517.19   (+/-2cm)    4977.6    (feet)  VERTCON   
 KQ0338  ___________________________________________________________________
 KQ0338  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 KQ0338
 KQ0338  VERT ORDER  -  FIRST     CLASS II (See Below)
 KQ0338
 KQ0338.The horizontal coordinates were scaled from a topographic map and have
 KQ0338.an estimated accuracy of +/- 6 seconds.
 KQ0338
 KQ0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0338.The vertical order pertains to the NGVD 29 superseded value.
 KQ0338
 KQ0338.The geoid height was determined by GEOID03.
 KQ0338
 KQ0338;                    North         East    Units  Estimated Accuracy
 KQ0338;SPC NV W     - 4,505,040.      856,470.      MT  (+/- 180 meters Scaled)
 KQ0338
 KQ0338                          SUPERSEDED SURVEY CONTROL
 KQ0338
 KQ0338  NGVD 29 (??/??/92) 1516.133  (m)         4974.18   (f) ADJ UNCH    1 2
 KQ0338
 KQ0338.Superseded values are not recommended for survey control.
 KQ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0338.See file dsdata.txt to determine how the superseded data were derived.
 KQ0338
 KQ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD199504(NAD 83)
 KQ0338_MARKER: DZ = AZIMUTH MARK DISK
 KQ0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0338_STAMPING: BENCH MARK M 46 1953
 KQ0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0338+STABILITY: SURFACE MOTION
 KQ0338
 KQ0338  HISTORY     - Date     Condition        Report By
 KQ0338  HISTORY     - 1953     MONUMENTED       CGS
 KQ0338  HISTORY     - 1967     GOOD             NGS
 KQ0338  HISTORY     - 1984     MARK NOT FOUND   NGS
 KQ0338
 KQ0338                          STATION DESCRIPTION
 KQ0338
 KQ0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KQ0338'2.8 MI W FROM EASTGATE.
 KQ0338'ABOUT 2.8 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KQ0338'EASTGATE, IN SECTION 33, T 17 N, R 36 E, NEAR THE CREST OF A SMALL
 KQ0338'RISE, 37 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 297 1/2 FEET
 KQ0338'EAST OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF AN 18-INCH
 KQ0338'CORRUGATED METAL CULVERT, 35 FEET NORTHWEST OF A 6- X 6-INCH WOODEN
 KQ0338'POST SUPPORTING A SIGN, 1.0 FOOT WEST OF A METAL WITNESS POST, 1.0
 KQ0338'FOOT NORTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 KQ0338'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 KQ0338
 KQ0338                          STATION RECOVERY (1984)
 KQ0338
 KQ0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0338'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0335 ***********************************************************************
 KQ0335  DESIGNATION -  M 46 RM 1
 KQ0335  PID         -  KQ0335
 KQ0335  STATE/COUNTY-  NV/CHURCHILL
 KQ0335  USGS QUAD   -  EASTGATE (1969)
 KQ0335
 KQ0335                         *CURRENT SURVEY CONTROL
 KQ0335  ___________________________________________________________________
 KQ0335* NAD 83(1986)-  39 17 56.     (N)    117 55 07.     (W)     SCALED    
 KQ0335* NAVD 88     -      1530.322  (meters)    5020.73   (feet)  ADJUSTED  
 KQ0335  ___________________________________________________________________
 KQ0335  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 KQ0335  DYNAMIC HT  -        1528.813 (meters)    5015.78  (feet)  COMP
 KQ0335  MODELED GRAV-     979,587.9   (mgal)                       NAVD 88
 KQ0335
 KQ0335  VERT ORDER  -  FIRST     CLASS II
 KQ0335
 KQ0335.The horizontal coordinates were scaled from a topographic map and have
 KQ0335.an estimated accuracy of +/- 6 seconds.
 KQ0335
 KQ0335.The orthometric height was determined by differential leveling
 KQ0335.and adjusted by the National Geodetic Survey in June 1991..
 KQ0335
 KQ0335.The geoid height was determined by GEOID03.
 KQ0335
 KQ0335.The dynamic height is computed by dividing the NAVD 88
 KQ0335.geopotential number by the normal gravity value computed on the
 KQ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0335.degrees latitude (g = 980.6199 gals.).
 KQ0335
 KQ0335.The modeled gravity was interpolated from observed gravity values.
 KQ0335
 KQ0335;                    North         East    Units  Estimated Accuracy
 KQ0335;SPC NV W     - 4,504,990.      857,330.      MT  (+/- 180 meters Scaled)
 KQ0335
 KQ0335                          SUPERSEDED SURVEY CONTROL
 KQ0335
 KQ0335  NGVD 29 (??/??/92) 1529.255  (m)         5017.23   (f) ADJ UNCH    1 2
 KQ0335
 KQ0335.Superseded values are not recommended for survey control.
 KQ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0335.See file dsdata.txt to determine how the superseded data were derived.
 KQ0335
 KQ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD207503(NAD 83)
 KQ0335_MARKER: DR = REFERENCE MARK DISK
 KQ0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0335_STAMPING: BENCH MARK M 46 NO 1 1953
 KQ0335_MARK LOGO: CGS   
 KQ0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0335+STABILITY: SURFACE MOTION
 KQ0335
 KQ0335  HISTORY     - Date     Condition        Report By
 KQ0335  HISTORY     - 1953     MONUMENTED       CGS
 KQ0335  HISTORY     - 1967     GOOD             NGS
 KQ0335  HISTORY     - 1984     GOOD             NGS
 KQ0335
 KQ0335                          STATION DESCRIPTION
 KQ0335
 KQ0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KQ0335'2.2 MI W FROM EASTGATE.
 KQ0335'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KQ0335'EASTGATE, IN SECTION 34, T 17 N, R 36 E, ON THE CREST OF A SMALL RISE,
 KQ0335'55 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 41.3 FEET EAST OF
 KQ0335'BENCH MARK M 46 1934, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 KQ0335'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 KQ0335
 KQ0335                          STATION RECOVERY (1984)
 KQ0335
 KQ0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0335'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 KQ0335'NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY 722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0336 ***********************************************************************
 KQ0336  DESIGNATION -  M 46 RM 2
 KQ0336  PID         -  KQ0336
 KQ0336  STATE/COUNTY-  NV/CHURCHILL
 KQ0336  USGS QUAD   -  EASTGATE (1969)
 KQ0336
 KQ0336                         *CURRENT SURVEY CONTROL
 KQ0336  ___________________________________________________________________
 KQ0336* NAD 83(1986)-  39 17 56.     (N)    117 55 07.     (W)     SCALED    
 KQ0336* NAVD 88     -      1529.953  (meters)    5019.52   (feet)  ADJUSTED  
 KQ0336  ___________________________________________________________________
 KQ0336  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 KQ0336  DYNAMIC HT  -        1528.444 (meters)    5014.57  (feet)  COMP
 KQ0336  MODELED GRAV-     979,587.9   (mgal)                       NAVD 88
 KQ0336
 KQ0336  VERT ORDER  -  FIRST     CLASS II
 KQ0336
 KQ0336.The horizontal coordinates were scaled from a topographic map and have
 KQ0336.an estimated accuracy of +/- 6 seconds.
 KQ0336
 KQ0336.The orthometric height was determined by differential leveling
 KQ0336.and adjusted by the National Geodetic Survey in June 1991..
 KQ0336
 KQ0336.The geoid height was determined by GEOID03.
 KQ0336
 KQ0336.The dynamic height is computed by dividing the NAVD 88
 KQ0336.geopotential number by the normal gravity value computed on the
 KQ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0336.degrees latitude (g = 980.6199 gals.).
 KQ0336
 KQ0336.The modeled gravity was interpolated from observed gravity values.
 KQ0336
 KQ0336;                    North         East    Units  Estimated Accuracy
 KQ0336;SPC NV W     - 4,504,990.      857,330.      MT  (+/- 180 meters Scaled)
 KQ0336
 KQ0336                          SUPERSEDED SURVEY CONTROL
 KQ0336
 KQ0336  NGVD 29 (??/??/92) 1528.885  (m)         5016.02   (f) ADJ UNCH    1 2
 KQ0336
 KQ0336.Superseded values are not recommended for survey control.
 KQ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0336.See file dsdata.txt to determine how the superseded data were derived.
 KQ0336
 KQ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD207503(NAD 83)
 KQ0336_MARKER: DR = REFERENCE MARK DISK
 KQ0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0336_STAMPING: M 46 BENCH MARK NO 2 1953
 KQ0336_MARK LOGO: CGS   
 KQ0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0336+STABILITY: SURFACE MOTION
 KQ0336
 KQ0336  HISTORY     - Date     Condition        Report By
 KQ0336  HISTORY     - 1953     MONUMENTED       CGS
 KQ0336  HISTORY     - 1967     GOOD             NGS
 KQ0336  HISTORY     - 1984     GOOD             NGS
 KQ0336
 KQ0336                          STATION DESCRIPTION
 KQ0336
 KQ0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KQ0336'2.2 MI W FROM EASTGATE.
 KQ0336'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KQ0336'EASTGATE, IN SECTION 34, T 17 N, R 36 E, ON THE CREST OF A SMALL RISE,
 KQ0336'99 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 52.4 FEET NORTH OF
 KQ0336'BENCH MARK M 46 1934, 56.2 FEET NORTHWEST OF REFERENCE MARK M 46 R.M.
 KQ0336'2, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 KQ0336'A CONCRETE POST WHICH PROJECTS 5 INCHES.
 KQ0336
 KQ0336                          STATION RECOVERY (1984)
 KQ0336
 KQ0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0336'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 KQ0336'NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY 722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0249 ***********************************************************************
 KR0249  DESIGNATION -  M 47
 KR0249  PID         -  KR0249
 KR0249  STATE/COUNTY-  NV/CHURCHILL
 KR0249  USGS QUAD   -  GRIMES POINT (1985)
 KR0249
 KR0249                         *CURRENT SURVEY CONTROL
 KR0249  ___________________________________________________________________
 KR0249* NAD 83(1986)-  39 24 05.     (N)    118 44 38.     (W)     SCALED    
 KR0249* NAVD 88     -      1199.917  (meters)    3936.73   (feet)  ADJUSTED  
 KR0249  ___________________________________________________________________
 KR0249  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 KR0249  DYNAMIC HT  -        1198.868 (meters)    3933.29  (feet)  COMP
 KR0249  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 KR0249
 KR0249  VERT ORDER  -  FIRST     CLASS II
 KR0249
 KR0249.The horizontal coordinates were scaled from a topographic map and have
 KR0249.an estimated accuracy of +/- 6 seconds.
 KR0249
 KR0249.The orthometric height was determined by differential leveling
 KR0249.and adjusted by the National Geodetic Survey in October 1991..
 KR0249.WARNING-Repeat measurements at this control monument indicate possible
 KR0249.vertical movement.
 KR0249
 KR0249.The geoid height was determined by GEOID03.
 KR0249
 KR0249.The dynamic height is computed by dividing the NAVD 88
 KR0249.geopotential number by the normal gravity value computed on the
 KR0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0249.degrees latitude (g = 980.6199 gals.).
 KR0249
 KR0249.The modeled gravity was interpolated from observed gravity values.
 KR0249
 KR0249;                    North         East    Units  Estimated Accuracy
 KR0249;SPC NV W     - 4,516,170.      786,170.      MT  (+/- 180 meters Scaled)
 KR0249
 KR0249                          SUPERSEDED SURVEY CONTROL
 KR0249
 KR0249  NAVD 88 (06/15/91) 1199.937  (m)         3936.79   (f) UNKNOWN     1 2
 KR0249  NGVD 29 (??/??/92) 1198.970  (m)         3933.62   (f) ADJ UNCH    1 2
 KR0249
 KR0249.Superseded values are not recommended for survey control.
 KR0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0249.See file dsdata.txt to determine how the superseded data were derived.
 KR0249
 KR0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD498627(NAD 83)
 KR0249_MARKER: DB = BENCH MARK DISK
 KR0249_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KR0249_SP_SET: HEADWALL
 KR0249_STAMPING: M 47 1934
 KR0249_MARK LOGO: CGS   
 KR0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0249+STABILITY: SURFACE MOTION
 KR0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0249+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 KR0249
 KR0249  HISTORY     - Date     Condition        Report By
 KR0249  HISTORY     - 1934     MONUMENTED       CGS
 KR0249  HISTORY     - 1967     GOOD             NGS
 KR0249  HISTORY     - 19910807 GOOD             NGS
 KR0249  HISTORY     - 20060308 GOOD             GEOCAC
 KR0249
 KR0249                          STATION DESCRIPTION
 KR0249
 KR0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0249'6.75 MI S FROM FALLON.
 KR0249'ABOUT 0.5 MILE EAST ALONG U. S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0249'FROM THE CITY HALL AT FALLON, THENCE 0.25 MILE SOUTH ALONG SHERMAN
 KR0249'STREET, THENCE 0.2 MILE EAST ALONG STILLWATER AVENUE, THENCE 4.8 MILES
 KR0249'SOUTH AND 1.0 MILE EAST ALONG A PAVED ROAD WHICH WAS FORMERLY U.S.
 KR0249'HIGHWAY 50 ALTERNATE, IN SECTION 28, T 18 N, R 29 E, 2.0 MILES WEST OF
 KR0249'THE SOUTH GATE OF THE FALLON NAVAL AIR STATION, AT THE JUNCTION OF THE
 KR0249'PAVED ROAD AND A DIRT ROAD, 26 1/2 FEET SOUTH OF THE CENTER LINE OF
 KR0249'THE PAVED ROAD, 40 FEET EAST OF THE EXTENDED CENTER LINE OF THE DIRT
 KR0249'ROAD, SET IN THE TOP AND 2.8 FEET WEST OF THE EAST END OF THE SOUTH
 KR0249'CONCRETE HEAD WALL OF A CULVERT UNDER THE PAVED ROAD, AND ABOUT 1 FOOT
 KR0249'BELOW THE LEVEL OF THE ROAD.
 KR0249
 KR0249                          STATION RECOVERY (1991)
 KR0249
 KR0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KR0249'12.2 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR0249'IN FALLON, THENCE 5.1 KM (3.2 MI) WESTERLY ALONG WILDES ROAD, THENCE
 KR0249'5.1 KM (3.2 MI) SOUTHERLY ALONG PASTURE ROAD, THENCE 1.6 KM (1.0 MI)
 KR0249'WESTERLY ALONG BERNEY ROAD, IN TOP OF AND 1.1 M (3.6 FT) WEST OF THE
 KR0249'EAST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE
 KR0249'HIGHWAY, 11.2 M (36.7 FT) EAST OF THE EXTENDED CENTER OF TESTOLIN
 KR0249'ROAD, 7.6 M (24.9 FT) SOUTH OF THE CENTERLINE OF THE ROAD, AND 0.6 M
 KR0249'(2.0 FT) BELOW THE LEVEL OF BERNEY ROAD.
 KR0249
 KR0249                          STATION RECOVERY (2006)
 KR0249
 KR0249'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0249'OBSERVED GPSR COORDINATES N39 24 05.34, W118 44 38.94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0374 ***********************************************************************
 MV0374  DESIGNATION -  M 47
 MV0374  PID         -  MV0374
 MV0374  STATE/COUNTY-  NV/WASHOE
 MV0374  USGS QUAD   -  HAYS CANYON (1979)
 MV0374
 MV0374                         *CURRENT SURVEY CONTROL
 MV0374  ___________________________________________________________________
 MV0374* NAD 83(1994)-  41 19 18.54675(N)    119 59 59.01818(W)     ADJUSTED  
 MV0374* NAVD 88     -      1586.     (meters)    5203.     (feet)  SCALED    
 MV0374  ___________________________________________________________________
 MV0374  LAPLACE CORR-           8.31  (seconds)                    DEFLEC99
 MV0374  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 MV0374
 MV0374  HORZ ORDER  -  SECOND
 MV0374
 MV0374.The horizontal coordinates were established by classical geodetic methods
 MV0374.and adjusted by the National Geodetic Survey in June 1998..
 MV0374
 MV0374.The orthometric height was scaled from a topographic map.
 MV0374
 MV0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0374
 MV0374.The geoid height was determined by GEOID03.
 MV0374
 MV0374;                    North         East     Units Scale Factor Converg.
 MV0374;SPC NV W     - 4,730,350.082   681,423.235   MT  1.00007299   -0 56 07.2
 MV0374;SPC NV W     -15,519,490.23  2,235,636.06   sFT  1.00007299   -0 56 07.2
 MV0374;SPC CA 1     -   722,710.899 2,167,445.930   MT  0.99993067   +1 18 28.6
 MV0374;SPC CA 1     - 2,371,094.01  7,111,028.86   sFT  0.99993067   +1 18 28.6
 MV0374;UTM  11      - 4,578,824.696   248,934.528   MT  1.00037582   -1 58 54.2
 MV0374;UTM  10      - 4,578,826.276   751,111.130   MT  1.00037610   +1 58 55.5
 MV0374
 MV0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0374!SPC NV W     -   0.99975468  x   1.00007299  =   0.99982765
 MV0374!SPC CA 1     -   0.99975468  x   0.99993067  =   0.99968537
 MV0374!UTM  11      -   0.99975468  x   1.00037582  =   1.00013041
 MV0374!UTM  10      -   0.99975468  x   1.00037610  =   1.00013069
 MV0374
 MV0374|---------------------------------------------------------------------|
 MV0374| PID    Reference Object                     Distance      Geod. Az  |
 MV0374|                                                           dddmmss.s |
 MV0374| CD7909 M 47 RM 3                            12.591 METERS 06753     |
 MV0374| MW0756 BUCK MTN HIGHEST POINT E END        APPROX.22.1 KM 2083545.7 |
 MV0374| CD7906 M 47 AZ MK                                         2553027.1 |
 MV0374| CD7907 M 47 RM 1                            15.665 METERS 29416     |
 MV0374| MW0754 SQUAW PEAK HIGHEST POINT CAIRN      APPROX.21.3 KM 3002925.7 |
 MV0374| MW0729 CEDAR PEAK CAIRN USGS               APPROX.39.2 KM 3245225.2 |
 MV0374| CD7908 M 47 RM 2 AZIMUTH                                  3581642.2 |
 MV0374|---------------------------------------------------------------------|
 MV0374
 MV0374                          SUPERSEDED SURVEY CONTROL
 MV0374
 MV0374  NAD 83(1992)-  41 19 18.54664(N)    119 59 59.01834(W) AD(       ) 2
 MV0374  NAD 83(1986)-  41 19 18.55376(N)    119 59 59.02445(W) AD(       ) 2
 MV0374  NAD 27      -  41 19 18.92800(N)    119 59 55.23900(W) AD(       ) 2
 MV0374
 MV0374.Superseded values are not recommended for survey control.
 MV0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0374.See file dsdata.txt to determine how the superseded data were derived.
 MV0374
 MV0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF4893578825(NAD 83)
 MV0374_MARKER: Z = SEE DESCRIPTION
 MV0374_SETTING: 0 = UNSPECIFIED SETTING
 MV0374
 MV0374  HISTORY     - Date     Condition        Report By
 MV0374  HISTORY     - 1931     MONUMENTED       CGS
 MV0374  HISTORY     - 1947     SEE DESCRIPTION  CGS
 MV0374
 MV0374                          STATION DESCRIPTION
 MV0374
 MV0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JB)
 MV0374'TO REACH FROM EAGLEVILLE, CALIF., GO EAST 6.8 MILES ACROSS
 MV0374'DRY LAKE BOTTOM AND STATION SITE IS ABOUT 50 YARDS TO RIGHT
 MV0374'OF THIS POINT.  AN OLD DIM ROAD FORKS FROM MAIN ROAD IN
 MV0374'IMMEDIATE VICINITY.  MARKED BY BRONZE CAP ON 1-INCH IRON PIPE
 MV0374'SURROUNDED BY PILE OF ROCKS.  REFERENCE MARKS ARE STANDARD
 MV0374'REFERENCE DISKS IN BEDROCK, NOTE 12A.  NO. 1 IS 15.705 METERS
 MV0374'(51.53 FEET) FROM STATION IN AZIMUTH 114 DEG 22 MIN.  NO. 2
 MV0374'IS ABOUT ONE-FIFTH MILE FROM STATION IN AZIMUTH 178 DEG 16 MIN
 MV0374'40 SEC.  AZIMUTH FROM STATION TO SQUAW PEAK, HIGHEST POINT,
 MV0374'CAIRN IS 120 DEG 29 MIN 28 SEC.  (S.P. 202)
 MV0374
 MV0374                          STATION RECOVERY (1947)
 MV0374
 MV0374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (SPH)
 MV0374'THE STATION WAS RECOVERED IN GOOD CONDITION AND A NEW DESCRIPTION
 MV0374'FOLLOWS.
 MV0374'
 MV0374'THE STATION IS LOCATED ON THE CALIFORNIA-NEVADA STATE LINE,
 MV0374'ABOUT 17 MILES SOUTHEAST OF CEDARVILLE AND ABOUT 6 MILES
 MV0374'EAST OF EAGLEVILLE, ABOUT 50 YARDS EAST OF THE ROAD WHERE
 MV0374'THE ROAD RUNS NORTH AND SOUTH ABOUT 0.2 MILE.  THE STATION
 MV0374'MARK IS A 1 INCH IRON PIPE PROJECTING 18 INCHES ABOVE THE
 MV0374'SURFACE OF THE GROUND WITH A 2 INCH DISK SET IN THE TOP.  IT
 MV0374'IS 300 FEET SOUTH OF THE STATE LINE BOUNDARY SIGN, 225 FEET
 MV0374'EAST OF THE MAIN DIRT ROAD AT THE POINT WHERE THE ROAD TURNS
 MV0374'EAST AND 10 FEET SOUTH OF THE DIM TRACK ROAD.  STAMPED U.S.
 MV0374'GENERAL LAND OFFICE SURVEY 1911 M47 S5 2-1/2 M.
 MV0374'
 MV0374'REFERENCE MARK NUMBER 1 IS NORTHWEST OF THE STATION AND SET
 MV0374'FLUSH IN THE TOP OF A 3 BY 4 FOOT BOULDER PROJECTING 18 INCHES
 MV0374'ABOVE THE SURFACE OF THE GROUND.  IT IS 10 FEET NORTH OF THE
 MV0374'DIM TRACK ROAD LEADING TO THE STATION SITE.  STAMPED G L O
 MV0374'NO 1 1931.
 MV0374'
 MV0374'REFERENCE MARK NO. 2 IS NORTH OF THE STATION AND SET FLUSH IN
 MV0374'THE TOP OF A 2 BY 4 FOOT BOULDER PROJECTING 1 FOOT ABOVE THE
 MV0374'GROUND.  IT IS SET ON THE SOUTH SIDE OF AN EAST WEST RIDGE
 MV0374'35 PACES SOUTH OF THE CREST, AND 150 PACES NORTH OF THE NORTH
 MV0374'EDGE OF A 100 FOOT DEEP DRY WASH.  STAMPED G L O NO 2 1931.
 MV0374'
 MV0374'REFERENCE MARK NO. 3 IS NORTHEAST OF THE STATION AND SET FLUSH
 MV0374'IN THE TOP OF A 4 BY 5 FOOT SQUARE BOULDER PROJECTING 30 INCHES
 MV0374'ABOVE THE SURFACE OF THE GROUND.  IT IS 20 FEET EAST OF THE
 MV0374'END OF TRACK ROAD.  STAMPED G L O NO 3 1931 1947.
 MV0374'
 MV0374'THE AZIMUTH MARK IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF THE
 MV0374'STATION AND IS SET FLUSH IN THE TOP OF A 1 BY 2 FOOT BOULDER
 MV0374'PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND.  IT IS 1.6
 MV0374'MILE PAST THE LAST LEFT FORK ON THE ROAD LEADING TO THE
 MV0374'STATION, 34 PACES SOUTH OF THE CENTER OF THE DIRT ROAD AND 3
 MV0374'FEET SOUTH OF A 2 FOOT HIGH ROCK CAIRN.  STAMPED G L O 1931
 MV0374'1947.
 MV0374'
 MV0374'TO REACH FROM EAGLEVILLE, CALIFORNIA, GO SOUTH FROM THE POST
 MV0374'OFFICE 0.2 MILE ON THE GERLACH ROAD TO A SIDE ROAD LEFT.  TURN
 MV0374'LEFT AND GO EAST ACROSS DRY LAKE BED FOR 2.5 MILES TO FORK.
 MV0374'KEEP RIGHT FORK AND CONTINUE EAST FOR 3.6 MILES TO DIM TRACKS
 MV0374'RIGHT.  TURN RIGHT AND GO EAST ABOUT 50 YARDS TO END OF ROAD
 MV0374'AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0173 ***********************************************************************
 MV0173  DESIGNATION -  M 48
 MV0173  PID         -  MV0173
 MV0173  STATE/COUNTY-  NV/WASHOE
 MV0173  USGS QUAD   -  PAINTED POINT (1966)
 MV0173
 MV0173                         *CURRENT SURVEY CONTROL
 MV0173  ___________________________________________________________________
 MV0173* NAD 83(1986)-  41 34 56.     (N)    119 44 39.     (W)     SCALED    
 MV0173* NAVD 88     -      1704.148  (meters)    5591.03   (feet)  ADJUSTED  
 MV0173  ___________________________________________________________________
 MV0173  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 MV0173  DYNAMIC HT  -        1702.840 (meters)    5586.73  (feet)  COMP
 MV0173  MODELED GRAV-     979,794.9   (mgal)                       NAVD 88
 MV0173
 MV0173  VERT ORDER  -  FIRST     CLASS II
 MV0173
 MV0173.The horizontal coordinates were scaled from a topographic map and have
 MV0173.an estimated accuracy of +/- 6 seconds.
 MV0173
 MV0173.The orthometric height was determined by differential leveling
 MV0173.and adjusted by the National Geodetic Survey in June 1991..
 MV0173
 MV0173.The geoid height was determined by GEOID03.
 MV0173
 MV0173.The dynamic height is computed by dividing the NAVD 88
 MV0173.geopotential number by the normal gravity value computed on the
 MV0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0173.degrees latitude (g = 980.6199 gals.).
 MV0173
 MV0173.The modeled gravity was interpolated from observed gravity values.
 MV0173
 MV0173;                    North         East    Units  Estimated Accuracy
 MV0173;SPC NV W     - 4,758,950.      703,210.      MT  (+/- 180 meters Scaled)
 MV0173
 MV0173                          SUPERSEDED SURVEY CONTROL
 MV0173
 MV0173  NGVD 29 (??/??/92) 1702.931  (m)         5587.03   (f) ADJ UNCH    1 2
 MV0173
 MV0173.Superseded values are not recommended for survey control.
 MV0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0173.See file dsdata.txt to determine how the superseded data were derived.
 MV0173
 MV0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG712070(NAD 83)
 MV0173_MARKER: DB = BENCH MARK DISK
 MV0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0173_STAMPING: M 48 1934
 MV0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0173+STABILITY: SURFACE MOTION
 MV0173
 MV0173  HISTORY     - Date     Condition        Report By
 MV0173  HISTORY     - 1934     MONUMENTED       CGS
 MV0173  HISTORY     - 1941     GOOD             NGS
 MV0173
 MV0173                          STATION DESCRIPTION
 MV0173
 MV0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0173'5.4 MI E FROM VYA.
 MV0173'ABOUT 5.4 MILES EAST ALONG STATE HIGHWAY 8 A FROM THE VYA HIGHWAY
 MV0173'JUNCTION ABOUT 1 MILE SOUTHEAST OF VYA, WASHOE COUNTY, AND 48 FEET
 MV0173'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M
 MV0173'48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MV0173
 MV0173                          STATION RECOVERY (1941)
 MV0173
 MV0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MV0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0194 ***********************************************************************
 MV0194  DESIGNATION -  M 49
 MV0194  PID         -  MV0194
 MV0194  STATE/COUNTY-  NV/WASHOE
 MV0194  USGS QUAD   -  ALKALI LAKE (1982)
 MV0194
 MV0194                         *CURRENT SURVEY CONTROL
 MV0194  ___________________________________________________________________
 MV0194* NAD 83(1986)-  41 43 23.     (N)    119 52 07.     (W)     SCALED    
 MV0194* NAVD 88     -      1687.217  (meters)    5535.48   (feet)  POSTED    
 MV0194  ___________________________________________________________________
 MV0194  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 MV0194  DYNAMIC HT  -        1685.940 (meters)    5531.29  (feet)  COMP
 MV0194  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 MV0194
 MV0194  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 MV0194
 MV0194.The horizontal coordinates were scaled from a topographic map and have
 MV0194.an estimated accuracy of +/- 6 seconds.
 MV0194
 MV0194.The orthometric height was determined by differential leveling
 MV0194.and adjusted by the National Geodetic Survey in 1992..
 MV0194.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 MV0194.rate of 4.1 thru 8.0 mm/km.
 MV0194
 MV0194.The geoid height was determined by GEOID03.
 MV0194
 MV0194.The dynamic height is computed by dividing the NAVD 88
 MV0194.geopotential number by the normal gravity value computed on the
 MV0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0194.degrees latitude (g = 980.6199 gals.).
 MV0194
 MV0194.The modeled gravity was interpolated from observed gravity values.
 MV0194
 MV0194;                    North         East    Units  Estimated Accuracy
 MV0194;SPC NV W     - 4,774,740.      693,060.      MT  (+/- 180 meters Scaled)
 MV0194
 MV0194                          SUPERSEDED SURVEY CONTROL
 MV0194
 MV0194  NGVD 29 (??/??/92) 1685.899  (m)         5531.15   (f) ADJ UNCH    2 0
 MV0194
 MV0194.Superseded values are not recommended for survey control.
 MV0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0194.See file dsdata.txt to determine how the superseded data were derived.
 MV0194
 MV0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG613230(NAD 83)
 MV0194_MARKER: DB = BENCH MARK DISK
 MV0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0194_STAMPING: M 49 1934
 MV0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0194+STABILITY: SURFACE MOTION
 MV0194
 MV0194  HISTORY     - Date     Condition        Report By
 MV0194  HISTORY     - 1934     MONUMENTED       CGS
 MV0194  HISTORY     - 1942     GOOD             NGS
 MV0194
 MV0194                          STATION DESCRIPTION
 MV0194
 MV0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0194'2.0 MI S FROM SEVIER RANCH.
 MV0194'ABOUT 2.0 MILES SOUTH ALONG THE HIGHWAY LEADING TO VYA FROM THE RANCH
 MV0194'HOUSE AT SEVIER RANCH, WASHOE COUNTY, AND 36 FEET WEST OF THE CENTER
 MV0194'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 49 1934 AND SET IN
 MV0194'THE TOP OF A CONCRETE POST.
 MV0194
 MV0194                          STATION RECOVERY (1942)
 MV0194
 MV0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MV0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0256 ***********************************************************************
 LS0256  DESIGNATION -  M 5
 LS0256  PID         -  LS0256
 LS0256  STATE/COUNTY-  NV/PERSHING
 LS0256  USGS QUAD   -  LOVELOCK (1987)
 LS0256
 LS0256                         *CURRENT SURVEY CONTROL
 LS0256  ___________________________________________________________________
 LS0256* NAD 83(1986)-  40 12 08.     (N)    118 28 35.     (W)     SCALED    
 LS0256* NAVD 88     -      1216.245  (meters)    3990.30   (feet)  ADJUSTED  
 LS0256  ___________________________________________________________________
 LS0256  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 LS0256  DYNAMIC HT  -        1215.270 (meters)    3987.10  (feet)  COMP
 LS0256  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 LS0256
 LS0256  VERT ORDER  -  SECOND    CLASS 0
 LS0256
 LS0256.The horizontal coordinates were scaled from a topographic map and have
 LS0256.an estimated accuracy of +/- 6 seconds.
 LS0256
 LS0256.The orthometric height was determined by differential leveling
 LS0256.and adjusted by the National Geodetic Survey in June 1991..
 LS0256
 LS0256.The geoid height was determined by GEOID03.
 LS0256
 LS0256.The dynamic height is computed by dividing the NAVD 88
 LS0256.geopotential number by the normal gravity value computed on the
 LS0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0256.degrees latitude (g = 980.6199 gals.).
 LS0256
 LS0256.The modeled gravity was interpolated from observed gravity values.
 LS0256
 LS0256;                    North         East    Units  Estimated Accuracy
 LS0256;SPC NV W     - 4,605,070.      809,100.      MT  (+/- 180 meters Scaled)
 LS0256
 LS0256                          SUPERSEDED SURVEY CONTROL
 LS0256
 LS0256  NGVD 29 (??/??/92) 1215.294  (m)         3987.18   (f) ADJ UNCH    2 0
 LS0256
 LS0256.Superseded values are not recommended for survey control.
 LS0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0256.See file dsdata.txt to determine how the superseded data were derived.
 LS0256
 LS0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE743512(NAD 83)
 LS0256_MARKER: DB = BENCH MARK DISK
 LS0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0256_SP_SET: CULVERT
 LS0256_STAMPING: M - 5
 LS0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0256
 LS0256  HISTORY     - Date     Condition        Report By
 LS0256  HISTORY     - UNK      MONUMENTED       BOR
 LS0256  HISTORY     - 1951     GOOD             NGS
 LS0256  HISTORY     - 1983     MARK NOT FOUND   USGS
 LS0256
 LS0256                          STATION DESCRIPTION
 LS0256
 LS0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0256'1.5 MI N FROM LOVELOCK.
 LS0256'1.5 MILES NORTH ALONG CENTRAL STREET FROM THE COURTHOUSE IN LOVELOCK,
 LS0256'AT A ROW OF COTTONWOOD TREES RUNNING NORTH AND WEST, AT A T JUNCTION
 LS0256'OF A ROAD RUNNING NORTH AND SOUTH AND A GRAVEL ROAD LEADING WEST, 50.7
 LS0256'FEET EAST OF BENCH MARK NO. 2 (NEV. GEOD. SUR.), 32.0 FEET NORTHWEST
 LS0256'OF THE CENTER OF THE T JUNCTION, 20.0 FEET NORTH OF THE CENTER LINE OF
 LS0256'THE ROAD LEADING WEST, 23 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD
 LS0256'RUNNING NORTH AND SOUTH, 9.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LS0256'THE HEADWALL OF A CULVERT OVER AN IRRIGATION DITCH, ABOUT LEVEL WITH
 LS0256'THE ROAD, AND SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF
 LS0256'A SMALL CULVERT.
 LS0256
 LS0256                          STATION RECOVERY (1983)
 LS0256
 LS0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LS0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0419 ***********************************************************************
 LQ0419  DESIGNATION -  M 5
 LQ0419  PID         -  LQ0419
 LQ0419  STATE/COUNTY-  NV/ELKO
 LQ0419  USGS QUAD   -  GRINDSTONE MTN (1985)
 LQ0419
 LQ0419                         *CURRENT SURVEY CONTROL
 LQ0419  ___________________________________________________________________
 LQ0419* NAD 83(1986)-  40 44 33.     (N)    115 56 42.     (W)     SCALED    
 LQ0419* NAVD 88     -      1517.906  (meters)    4980.00   (feet)  ADJUSTED  
 LQ0419  ___________________________________________________________________
 LQ0419  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 LQ0419  DYNAMIC HT  -        1516.666 (meters)    4975.93  (feet)  COMP
 LQ0419  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 LQ0419
 LQ0419  VERT ORDER  -  FIRST     CLASS II
 LQ0419
 LQ0419.The horizontal coordinates were scaled from a topographic map and have
 LQ0419.an estimated accuracy of +/- 6 seconds.
 LQ0419
 LQ0419.The orthometric height was determined by differential leveling
 LQ0419.and adjusted by the National Geodetic Survey in June 1991..
 LQ0419
 LQ0419.The geoid height was determined by GEOID03.
 LQ0419
 LQ0419.The dynamic height is computed by dividing the NAVD 88
 LQ0419.geopotential number by the normal gravity value computed on the
 LQ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0419.degrees latitude (g = 980.6199 gals.).
 LQ0419
 LQ0419.The modeled gravity was interpolated from observed gravity values.
 LQ0419
 LQ0419;                    North         East    Units  Estimated Accuracy
 LQ0419;SPC NV E     - 8,665,120.      169,460.      MT  (+/- 180 meters Scaled)
 LQ0419
 LQ0419                          SUPERSEDED SURVEY CONTROL
 LQ0419
 LQ0419  NGVD 29 (??/??/92) 1516.801  (m)         4976.37   (f) ADJ UNCH    1 2
 LQ0419
 LQ0419.Superseded values are not recommended for survey control.
 LQ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0419.See file dsdata.txt to determine how the superseded data were derived.
 LQ0419
 LQ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF890107(NAD 83)
 LQ0419_MARKER: Q = CHISELED SQUARE
 LQ0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0419_SP_SET: STONE POST
 LQ0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0419
 LQ0419  HISTORY     - Date     Condition        Report By
 LQ0419  HISTORY     - UNK      MONUMENTED       CGS
 LQ0419  HISTORY     - 1953     GOOD             NGS
 LQ0419  HISTORY     - 1959     GOOD             NGS
 LQ0419  HISTORY     - 1984     GOOD             NGS
 LQ0419
 LQ0419                          STATION DESCRIPTION
 LQ0419
 LQ0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0419'10.0 MI E FROM CARLIN.
 LQ0419'10.0 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LQ0419'STATION AT CARLIN, 0.45 MILE NORTHEAST OF MILEPOLE 544, 190.1 FEET
 LQ0419'EAST OF THE SWITCH STAND AT THE SOUTH END OF MOLEEN SIDING, 195 FEET
 LQ0419'EAST OF THE EAST RAIL OF THE MAIN TRACK, 178.5 FEET EAST OF THE MOLEEN
 LQ0419'SIDING SIGN, 63 FEET NORTH OF A POWER LINE POLE, 4.0 FEET WEST OF A
 LQ0419'FENCE, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 LQ0419'AND FLANKED BY THE CHISELED LETTERS USBM IN THE TOP OF A SANDSTONE
 LQ0419'POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 LQ0419
 LQ0419                          STATION RECOVERY (1959)
 LQ0419
 LQ0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LQ0419'RECOVERED IN GOOD CONDITION.
 LQ0419
 LQ0419                          STATION RECOVERY (1984)
 LQ0419
 LQ0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0419'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.15 KM
 LQ0419'(3.85 MI) SOUTHWEST ALONG OLD US HIGHWAY 40 (IDAHO STREET) FROM THE
 LQ0419'COURTHOUSE AT ELKO, THENCE 13.1 KM (8.2 MI) SOUTHWEST ALONG INTERSTATE
 LQ0419'80, THENCE 0.15 KM (0.1 MI) SOUTHEAST ACROSS THE FRONTAGE ROAD AND THE
 LQ0419'SOUTHERN PACIFIC RAILROAD, 0.7 KM (0.45 MI) NORTHEAST OF MILEPOST 290
 LQ0419'AND RAILROAD MILEPOLE 544, 59.4 METERS (195 FT) SOUTHEAST OF THE
 LQ0419'SOUTHEAST RAIL AND 1.5 METERS (4 FT) NORTHWEST OF THE RIGHT OF WAY
 LQ0419'FENCE.  NOTE--MARK IS THE BOTTOM OF A SQUARE HOLE IN A SANDSTONE POST
 LQ0419'PROJECTING 25 CENTIMETERS.
 LQ0419'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 LQ0419'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0080 ***********************************************************************
 GR0080  DESIGNATION -  M 51
 GR0080  PID         -  GR0080
 GR0080  STATE/COUNTY-  NV/CLARK
 GR0080  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0080
 GR0080                         *CURRENT SURVEY CONTROL
 GR0080  ___________________________________________________________________
 GR0080* NAD 83(1986)-  36 45 52.     (N)    114 08 14.     (W)     SCALED    
 GR0080* NAVD 88     -       467.022  (meters)    1532.22   (feet)  ADJUSTED  
 GR0080  ___________________________________________________________________
 GR0080  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 GR0080  DYNAMIC HT  -         466.566 (meters)    1530.73  (feet)  COMP
 GR0080  MODELED GRAV-     979,641.9   (mgal)                       NAVD 88
 GR0080
 GR0080  VERT ORDER  -  FIRST     CLASS I
 GR0080
 GR0080.The horizontal coordinates were scaled from a topographic map and have
 GR0080.an estimated accuracy of +/- 6 seconds.
 GR0080
 GR0080.The orthometric height was determined by differential leveling
 GR0080.and adjusted by the National Geodetic Survey in June 1991..
 GR0080
 GR0080.The geoid height was determined by GEOID03.
 GR0080
 GR0080.The dynamic height is computed by dividing the NAVD 88
 GR0080.geopotential number by the normal gravity value computed on the
 GR0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0080.degrees latitude (g = 980.6199 gals.).
 GR0080
 GR0080.The modeled gravity was interpolated from observed gravity values.
 GR0080
 GR0080;                    North         East    Units  Estimated Accuracy
 GR0080;SPC NV E     - 8,224,470.      329,110.      MT  (+/- 180 meters Scaled)
 GR0080
 GR0080                          SUPERSEDED SURVEY CONTROL
 GR0080
 GR0080  NGVD 29 (??/??/92)  466.328  (m)         1529.94   (f) ADJ UNCH    1 1
 GR0080
 GR0080.Superseded values are not recommended for survey control.
 GR0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0080.See file dsdata.txt to determine how the superseded data were derived.
 GR0080
 GR0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA555725(NAD 83)
 GR0080_MARKER: DB = BENCH MARK DISK
 GR0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0080_STAMPING: M 51 1934
 GR0080_MARK LOGO: CGS   
 GR0080_PROJECTION: PROJECTING 14 CENTIMETERS
 GR0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0080+STABILITY: SURFACE MOTION
 GR0080
 GR0080  HISTORY     - Date     Condition        Report By
 GR0080  HISTORY     - 1934     MONUMENTED       CGS
 GR0080  HISTORY     - 1970     GOOD             NGS
 GR0080  HISTORY     - 1982     GOOD             NGS
 GR0080  HISTORY     - 1982     GOOD             NGS
 GR0080
 GR0080                          STATION DESCRIPTION
 GR0080
 GR0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GR0080'0.7 MI W FROM BUNKERVILLE.
 GR0080'0.7 MILE WEST ALONG U. S. HIGHWAY 91 FROM BUNKERVILLE, CLARK COUNTY,
 GR0080'AT THE INTERSECTION OF A PRIVATE ROAD, 79 FEET NORTH OF THE CENTERLINE
 GR0080'OF THE HIGHWAY, 27 FEET NORTHEAST OF THE CENTERLINE OF THE PRIVATE
 GR0080'ROAD, AND 3 FEET WEST OF A 5-INCH TRIANGULAR CONCRETE POST PROJECTING
 GR0080'2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED M 51 1934 AND SET
 GR0080'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 GR0080
 GR0080                          STATION RECOVERY (1970)
 GR0080
 GR0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GR0080'RECOVERED IN GOOD CONDITION.
 GR0080
 GR0080                          STATION RECOVERY (1982)
 GR0080
 GR0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0080'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0080'1.05 KM (0.65 MI) SOUTHWEST ALONG STATE HIGHWAY 170 FROM THE JUNCTION
 GR0080'OF MAIN STREET IN BUNKERVILLE, 0.15 KM (0.1 MI) SOUTHWEST OF MILEPOST
 GR0080'8, AT THE SOUTHWEST END OF A CATTLE FEED STORAGE PIT, 23.9 METERS
 GR0080'(78.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 24.8 METERS (81.5 FT)
 GR0080'NORTHEAST OF THE NORTHEAST GATE POST FOR A STEEL GATE, 12.6 METERS
 GR0080'(41.5 FT) NORTHEAST OF THE NORTHEAST END OF A CONCRETE WALL, 13.4
 GR0080'METERS (44 FT) NORTHWEST OF THE CENTER OF A DIRT ROAD PARALLELING THE
 GR0080'HIGHWAY, 7.6 METERS (25 FT) NORTHWEST OF THE RIGHT OF WAY FENCE, 2.1
 GR0080'METERS (7 FT) SOUTHEAST OF THE TOP EDGE OF OF THE SOUTHEAST CONCRETE
 GR0080'APRON FOR THE PIT.
 GR0080'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 GR0080
 GR0080                          STATION RECOVERY (1982)
 GR0080
 GR0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0536 ***********************************************************************
 MT0536  DESIGNATION -  M 52
 MT0536  PID         -  MT0536
 MT0536  STATE/COUNTY-  NV/ELKO
 MT0536  USGS QUAD   -  DINNER STATION (1971)
 MT0536
 MT0536                         *CURRENT SURVEY CONTROL
 MT0536  ___________________________________________________________________
 MT0536* NAD 83(1986)-  41 04 22.     (N)    115 52 02.     (W)     SCALED    
 MT0536* NAVD 88     -      1826.626  (meters)    5992.86   (feet)  POSTED    
 MT0536  ___________________________________________________________________
 MT0536  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 MT0536  DYNAMIC HT  -        1825.060 (meters)    5987.72  (feet)  COMP
 MT0536  MODELED GRAV-     979,699.9   (mgal)                       NAVD 88
 MT0536
 MT0536  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MT0536
 MT0536.The horizontal coordinates were scaled from a topographic map and have
 MT0536.an estimated accuracy of +/- 6 seconds.
 MT0536
 MT0536.The orthometric height was determined by differential leveling
 MT0536.and adjusted by the National Geodetic Survey in 1992..
 MT0536.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MT0536.rate of 2.1 thru 3.0 mm/km.
 MT0536
 MT0536.The geoid height was determined by GEOID03.
 MT0536
 MT0536.The dynamic height is computed by dividing the NAVD 88
 MT0536.geopotential number by the normal gravity value computed on the
 MT0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0536.degrees latitude (g = 980.6199 gals.).
 MT0536
 MT0536.The modeled gravity was interpolated from observed gravity values.
 MT0536
 MT0536;                    North         East    Units  Estimated Accuracy
 MT0536;SPC NV E     - 8,701,770.      176,140.      MT  (+/- 180 meters Scaled)
 MT0536
 MT0536                          SUPERSEDED SURVEY CONTROL
 MT0536
 MT0536  NGVD 29 (??/??/92) 1825.413  (m)         5988.88   (f) ADJ UNCH    1 2
 MT0536
 MT0536.Superseded values are not recommended for survey control.
 MT0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0536.See file dsdata.txt to determine how the superseded data were derived.
 MT0536
 MT0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF951474(NAD 83)
 MT0536_MARKER: DB = BENCH MARK DISK
 MT0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0536_STAMPING: M 52 1934
 MT0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0536+STABILITY: SURFACE MOTION
 MT0536
 MT0536  HISTORY     - Date     Condition        Report By
 MT0536  HISTORY     - 1934     MONUMENTED       CGS
 MT0536  HISTORY     - 1971     GOOD             USGS
 MT0536
 MT0536                          STATION DESCRIPTION
 MT0536
 MT0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0536'19.5 MI NW FROM ELKO.
 MT0536'19.5 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE COUNTY COURTHOUSE
 MT0536'AT ELKO, ELKO COUNTY, 2.0 MILES SOUTHEAST OF PARKS RANCH, 0.2 MILE
 MT0536'NORTHWEST OF THE CROSSING OF A ROW OF POLES LEADING NORTHEAST, AT A
 MT0536'CURVE TO THE NORTHEAST, 90 FEET NORTH OF A WOODEN BRIDGE WITH CONCRETE
 MT0536'WING WALLS, AND 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY. A
 MT0536'STANDARD DISK, STAMPED M 52 1934 AND SET IN THE TOP OF A CONCRETE
 MT0536'POST.
 MT0536
 MT0536                          STATION RECOVERY (1971)
 MT0536
 MT0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MT0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0004 ***********************************************************************
 MU0004  DESIGNATION -  M 53
 MU0004  PID         -  MU0004
 MU0004  STATE/COUNTY-  NV/ELKO
 MU0004  USGS QUAD   -  DEEP CREEK (1987)
 MU0004
 MU0004                         *CURRENT SURVEY CONTROL
 MU0004  ___________________________________________________________________
 MU0004* NAD 83(1986)-  41 33 32.     (N)    116 12 22.     (W)     SCALED    
 MU0004* NAVD 88     -      1731.616  (meters)    5681.14   (feet)  ADJUSTED  
 MU0004  ___________________________________________________________________
 MU0004  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 MU0004  DYNAMIC HT  -        1730.234 (meters)    5676.61  (feet)  COMP
 MU0004  MODELED GRAV-     979,763.4   (mgal)                       NAVD 88
 MU0004
 MU0004  VERT ORDER  -  FIRST     CLASS II
 MU0004
 MU0004.The horizontal coordinates were scaled from a topographic map and have
 MU0004.an estimated accuracy of +/- 6 seconds.
 MU0004
 MU0004.The orthometric height was determined by differential leveling
 MU0004.and adjusted by the National Geodetic Survey in June 1991..
 MU0004.WARNING-Repeat measurements at this control monument indicate possible
 MU0004.vertical movement.
 MU0004
 MU0004.The geoid height was determined by GEOID03.
 MU0004
 MU0004.The dynamic height is computed by dividing the NAVD 88
 MU0004.geopotential number by the normal gravity value computed on the
 MU0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0004.degrees latitude (g = 980.6199 gals.).
 MU0004
 MU0004.The modeled gravity was interpolated from observed gravity values.
 MU0004
 MU0004;                    North         East    Units  Estimated Accuracy
 MU0004;SPC NV E     - 8,755,900.      148,050.      MT  (+/- 180 meters Scaled)
 MU0004
 MU0004                          SUPERSEDED SURVEY CONTROL
 MU0004
 MU0004.No superseded survey control is available for this station.
 MU0004
 MU0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG662011(NAD 83)
 MU0004_MARKER: DB = BENCH MARK DISK
 MU0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0004_SP_SET: CONCRETE POST
 MU0004_STAMPING: M 53 1934
 MU0004_MARK LOGO: CGS   
 MU0004_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0004+STABILITY: SURFACE MOTION
 MU0004
 MU0004  HISTORY     - Date     Condition        Report By
 MU0004  HISTORY     - 1934     MONUMENTED       CGS
 MU0004  HISTORY     - 1963     GOOD             NGS
 MU0004  HISTORY     - 19840601 GOOD             NGS
 MU0004
 MU0004                          STATION DESCRIPTION
 MU0004
 MU0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MU0004'14.45 MI E FROM I L RANCH.
 MU0004'12.7 MILES EAST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0004'THENCE 1.75 MILES SOUTH ALONG STATE HIGHWAY 11, 4.0 MILES NORTHWEST OF
 MU0004'A SERVICE STATION AT DEEP CREEK, 0.9 MILE NORTHWEST OF BALDWIN RANCH,
 MU0004'0.25 MILE SOUTH OF TWO LARGE BOULDERS SEPARATED BY THE ROAD, 32 FEET
 MU0004'WEST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT EAST OF A WITNESS POST,
 MU0004'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MU0004'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MU0004
 MU0004                          STATION RECOVERY (1984)
 MU0004
 MU0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0004'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 0.7 KM (0.45
 MU0004'MI) SOUTH ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE
 MU0004'54.5 KM (34.05 MI) SOUTH ALONG STATE HIGHWAY 11, 2.6 KM (1.6 MI) SOUTH
 MU0004'OF A GRAVEL ROAD LEADING WEST TO THE IL RANCH, 9.7 M (32 FT) WEST OF
 MU0004'THE HIGHWAY CENTERLINE, 3.0 M (10 FT) EAST OF A CREEK.  A DISK SET
 MU0004'INTO THE TOP OF A CONCRETE POST PROJECTING 12 CM.  ABOUT LEVEL WITH
 MU0004'THE HIGHWAY.  0.3 M EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0080 ***********************************************************************
 HP0080  DESIGNATION -  M 57
 HP0080  PID         -  HP0080
 HP0080  STATE/COUNTY-  NV/LINCOLN
 HP0080  USGS QUAD   -  PAHROC SPRING SE (1980)
 HP0080
 HP0080                         *CURRENT SURVEY CONTROL
 HP0080  ___________________________________________________________________
 HP0080* NAD 83(1986)-  37 37 00.     (N)    114 50 14.     (W)     SCALED    
 HP0080* NAVD 88     -      1478.013  (meters)    4849.11   (feet)  ADJUSTED  
 HP0080  ___________________________________________________________________
 HP0080  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 HP0080  DYNAMIC HT  -        1476.387 (meters)    4843.78  (feet)  COMP
 HP0080  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 HP0080
 HP0080  VERT ORDER  -  FIRST     CLASS II
 HP0080
 HP0080.The horizontal coordinates were scaled from a topographic map and have
 HP0080.an estimated accuracy of +/- 6 seconds.
 HP0080
 HP0080.The orthometric height was determined by differential leveling
 HP0080.and adjusted by the National Geodetic Survey in June 1991..
 HP0080
 HP0080.The geoid height was determined by GEOID03.
 HP0080
 HP0080.The dynamic height is computed by dividing the NAVD 88
 HP0080.geopotential number by the normal gravity value computed on the
 HP0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0080.degrees latitude (g = 980.6199 gals.).
 HP0080
 HP0080.The modeled gravity was interpolated from observed gravity values.
 HP0080
 HP0080;                    North         East    Units  Estimated Accuracy
 HP0080;SPC NV E     - 8,318,320.      265,870.      MT  (+/- 180 meters Scaled)
 HP0080
 HP0080                          SUPERSEDED SURVEY CONTROL
 HP0080
 HP0080  NGVD 29 (??/??/92) 1476.998  (m)         4845.78   (f) ADJ UNCH    1 2
 HP0080
 HP0080.Superseded values are not recommended for survey control.
 HP0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0080.See file dsdata.txt to determine how the superseded data were derived.
 HP0080
 HP0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB908654(NAD 83)
 HP0080_MARKER: DB = BENCH MARK DISK
 HP0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0080_STAMPING: M 57 1934
 HP0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0080+STABILITY: SURFACE MOTION
 HP0080
 HP0080  HISTORY     - Date     Condition        Report By
 HP0080  HISTORY     - 1934     MONUMENTED       CGS
 HP0080
 HP0080                          STATION DESCRIPTION
 HP0080
 HP0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0080'17.2 MI W FROM CALIENTE.
 HP0080'17.2 MILES WEST ALONG U. S. HIGHWAY 93 FROM THE PUBLIC SCHOOL AT
 HP0080'CALIENTE, LINCOLN COUNTY, THENCE 0.2 MILE NORTH ALONG A POWER LINE TO
 HP0080'THE OLD HIGHWAY, AND THENCE 3.0 MILES WEST ALONG THE OLD HIGHWAY. 0.5
 HP0080'MILE EAST OF THE SOUTHERN CALIFORNIA AUTOMOBILE CLUB SIGN-BOARD MARKED
 HP0080'CALIENTE 22 MILES, 0.8 MILE EAST OF A 3- BY 6-FOOT WOODEN CULVERT, AND
 HP0080'34.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 HP0080'STAMPED M 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0150 ***********************************************************************
 HP0150  DESIGNATION -  M 58
 HP0150  PID         -  HP0150
 HP0150  STATE/COUNTY-  NV/LINCOLN
 HP0150  USGS QUAD   -  CRESCENT RESERVOIR (1983)
 HP0150
 HP0150                         *CURRENT SURVEY CONTROL
 HP0150  ___________________________________________________________________
 HP0150* NAD 83(1986)-  37 28 02.     (N)    115 29 09.     (W)     SCALED    
 HP0150* NAVD 88     -      1394.915  (meters)    4576.48   (feet)  ADJUSTED  
 HP0150  ___________________________________________________________________
 HP0150  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 HP0150  DYNAMIC HT  -        1393.383 (meters)    4571.46  (feet)  COMP
 HP0150  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 HP0150
 HP0150  VERT ORDER  -  FIRST     CLASS II
 HP0150
 HP0150.The horizontal coordinates were scaled from a topographic map and have
 HP0150.an estimated accuracy of +/- 6 seconds.
 HP0150
 HP0150.The orthometric height was determined by differential leveling
 HP0150.and adjusted by the National Geodetic Survey in June 1991..
 HP0150
 HP0150.The geoid height was determined by GEOID03.
 HP0150
 HP0150.The dynamic height is computed by dividing the NAVD 88
 HP0150.geopotential number by the normal gravity value computed on the
 HP0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0150.degrees latitude (g = 980.6199 gals.).
 HP0150
 HP0150.The modeled gravity was interpolated from observed gravity values.
 HP0150
 HP0150;                    North         East    Units  Estimated Accuracy
 HP0150;SPC NV E     - 8,301,480.      208,620.      MT  (+/- 180 meters Scaled)
 HP0150
 HP0150                          SUPERSEDED SURVEY CONTROL
 HP0150
 HP0150  NGVD 29 (??/??/92) 1393.928  (m)         4573.25   (f) ADJ UNCH    1 2
 HP0150
 HP0150.Superseded values are not recommended for survey control.
 HP0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0150.See file dsdata.txt to determine how the superseded data were derived.
 HP0150
 HP0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB339477(NAD 83)
 HP0150_MARKER: DB = BENCH MARK DISK
 HP0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0150_STAMPING: M 58 1934
 HP0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0150+STABILITY: SURFACE MOTION
 HP0150
 HP0150  HISTORY     - Date     Condition        Report By
 HP0150  HISTORY     - 1934     MONUMENTED       CGS
 HP0150  HISTORY     - 1965     GOOD             NGS
 HP0150  HISTORY     - 1977     GOOD             USGS
 HP0150
 HP0150                          STATION DESCRIPTION
 HP0150
 HP0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0150'20.2 MI W FROM CRYSTAL SPRINGS.
 HP0150'20.2 MILES WEST ALONG STATE HIGHWAY 25 FROM CRYSTAL SPRINGS, LINCOLN
 HP0150'COUNTY, 12.7 MILES EAST OF TIMPAHUTE SUMMIT, AND 50 FEET WEST OF THE
 HP0150'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 58 1934 AND SET
 HP0150'IN THE TOP OF A CONCRETE POST.
 HP0150
 HP0150                          STATION RECOVERY (1965)
 HP0150
 HP0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HP0150'RECOVERED IN GOOD CONDITION.
 HP0150
 HP0150                          STATION RECOVERY (1977)
 HP0150
 HP0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 HP0150'CRYSTAL SPRINGS. 19.3 MILES WEST ALONG STATE HWY 25, THENCE, NNW 0.8
 HP0150'MILES ALONG DIRT ROAD (FORMALLY HIGHWAY 25), 135 FT. EAST OF ROAD, 55
 HP0150'FT. WEST OF TRAIL (ORIGINAL HIGHWAY ALIGNMENT). A STANDARD DISK,
 HP0150'STAMPED M 58 1934 AND SET IN THE TOP OF A
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0541 ***********************************************************************
 HQ0541  DESIGNATION -  M 59
 HQ0541  PID         -  HQ0541
 HQ0541  STATE/COUNTY-  NV/NYE
 HQ0541  USGS QUAD   -  REVEILLE PEAK (1987)
 HQ0541
 HQ0541                         *CURRENT SURVEY CONTROL
 HQ0541  ___________________________________________________________________
 HQ0541* NAD 83(1986)-  37 45 06.     (N)    116 07 42.     (W)     SCALED    
 HQ0541* NAVD 88     -      1707.537  (meters)    5602.14   (feet)  ADJUSTED  
 HQ0541  ___________________________________________________________________
 HQ0541  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 HQ0541  DYNAMIC HT  -        1705.587 (meters)    5595.75  (feet)  COMP
 HQ0541  MODELED GRAV-     979,427.4   (mgal)                       NAVD 88
 HQ0541
 HQ0541  VERT ORDER  -  FIRST     CLASS II
 HQ0541
 HQ0541.The horizontal coordinates were scaled from a topographic map and have
 HQ0541.an estimated accuracy of +/- 6 seconds.
 HQ0541
 HQ0541.The orthometric height was determined by differential leveling
 HQ0541.and adjusted by the National Geodetic Survey in June 1991..
 HQ0541
 HQ0541.The geoid height was determined by GEOID03.
 HQ0541
 HQ0541.The dynamic height is computed by dividing the NAVD 88
 HQ0541.geopotential number by the normal gravity value computed on the
 HQ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0541.degrees latitude (g = 980.6199 gals.).
 HQ0541
 HQ0541.The modeled gravity was interpolated from observed gravity values.
 HQ0541
 HQ0541;                    North         East    Units  Estimated Accuracy
 HQ0541;SPC NV C     - 6,333,180.      547,440.      MT  (+/- 180 meters Scaled)
 HQ0541
 HQ0541                          SUPERSEDED SURVEY CONTROL
 HQ0541
 HQ0541  NGVD 29 (??/??/92) 1706.442  (m)         5598.55   (f) ADJ UNCH    1 2
 HQ0541
 HQ0541.Superseded values are not recommended for survey control.
 HQ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0541.See file dsdata.txt to determine how the superseded data were derived.
 HQ0541
 HQ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB767786(NAD 83)
 HQ0541_MARKER: DB = BENCH MARK DISK
 HQ0541_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0541_SP_SET: ROCK OUTCROP
 HQ0541_STAMPING: M 59 1934
 HQ0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0541+STABILITY: POSITION/ELEVATION WELL
 HQ0541
 HQ0541  HISTORY     - Date     Condition        Report By
 HQ0541  HISTORY     - 1934     MONUMENTED       CGS
 HQ0541  HISTORY     - 1958     GOOD             NGS
 HQ0541
 HQ0541                          STATION DESCRIPTION
 HQ0541
 HQ0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HQ0541'AT REED RANCH.
 HQ0541'AT REED RANCH, IN THE TOP OF AN OUTCROP PROJECTING 3 FEET ON
 HQ0541'THE NORTHWEST SIDE, AT THE FOOT OF THE NORTHWEST SLOPE OF A HILL,
 HQ0541'50.6 FEET NORTHEAST OF THE NORTH CORNER OF A SMALL BARN, 17 1/2
 HQ0541'FEET EAST OF THE NORTH CORNER OF A STOCK PEN, 81 FEET EAST OF
 HQ0541'THE CENTER LINE OF AN ENTRANCE ROAD LEADING SOUTH TO A
 HQ0541'RANCHHOUSE, AND ABOUT 8 FEET HIGHER THAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0268 ***********************************************************************
 LR0268  DESIGNATION -  M 6
 LR0268  PID         -  LR0268
 LR0268  STATE/COUNTY-  NV/LANDER
 LR0268  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0268
 LR0268                         *CURRENT SURVEY CONTROL
 LR0268  ___________________________________________________________________
 LR0268* NAD 83(1986)-  40 39 45.     (N)    116 57 32.     (W)     SCALED    
 LR0268* NAVD 88     -      1373.950  (meters)    4507.70   (feet)  ADJUSTED  
 LR0268  ___________________________________________________________________
 LR0268  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 LR0268  DYNAMIC HT  -        1372.853 (meters)    4504.10  (feet)  COMP
 LR0268  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 LR0268
 LR0268  VERT ORDER  -  FIRST     CLASS II
 LR0268
 LR0268.The horizontal coordinates were scaled from a topographic map and have
 LR0268.an estimated accuracy of +/- 6 seconds.
 LR0268
 LR0268.The orthometric height was determined by differential leveling
 LR0268.and adjusted by the National Geodetic Survey in June 1991..
 LR0268.WARNING-Repeat measurements at this control monument indicate possible
 LR0268.vertical movement.
 LR0268
 LR0268.The geoid height was determined by GEOID03.
 LR0268
 LR0268.The dynamic height is computed by dividing the NAVD 88
 LR0268.geopotential number by the normal gravity value computed on the
 LR0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0268.degrees latitude (g = 980.6199 gals.).
 LR0268
 LR0268.The modeled gravity was interpolated from observed gravity values.
 LR0268
 LR0268;                    North         East    Units  Estimated Accuracy
 LR0268;SPC NV C     - 6,656,210.      475,290.      MT  (+/- 180 meters Scaled)
 LR0268
 LR0268                          SUPERSEDED SURVEY CONTROL
 LR0268
 LR0268  NGVD 29 (??/??/92) 1372.918  (m)         4504.32   (f) ADJ UNCH    1 2
 LR0268
 LR0268.Superseded values are not recommended for survey control.
 LR0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0268.See file dsdata.txt to determine how the superseded data were derived.
 LR0268
 LR0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF034012(NAD 83)
 LR0268_MARKER: Z = SEE DESCRIPTION
 LR0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0268
 LR0268  HISTORY     - Date     Condition        Report By
 LR0268  HISTORY     - UNK      MONUMENTED       CGS
 LR0268  HISTORY     - 1953     GOOD             NGS
 LR0268  HISTORY     - 1958     GOOD             NGS
 LR0268  HISTORY     - 1984     GOOD             NGS
 LR0268
 LR0268                          STATION DESCRIPTION
 LR0268
 LR0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0268'1.8 MI NW FROM BATTLE MOUNTAIN.
 LR0268'1.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0268'THE STATION AT BATTLE MOUNTAIN, 118 FEET NORTHEAST OF MILEPOLE 474,
 LR0268'382 FEET NORTH OF AND ACROSS THE TRACK FROM A BTTLE MOUNTAIN ONE MILE
 LR0268'SIGN, 167.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 29.7 FEET SOUTHWEST
 LR0268'OF A FENCE, 1.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 LR0268'THAN THE TRACK, AND FLANKED BY THE CHISELED LETTERS USBM IN THE TOP OF
 LR0268'A SANDSTONE POST PROJECTING 1.1 FEET ABOVE THE GROUND.
 LR0268
 LR0268                          STATION RECOVERY (1958)
 LR0268
 LR0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LR0268'RECOVERED IN GOOD CONDITION.
 LR0268
 LR0268                          STATION RECOVERY (1984)
 LR0268
 LR0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0266 ***********************************************************************
 HP0266  DESIGNATION -  M 60
 HP0266  PID         -  HP0266
 HP0266  STATE/COUNTY-  NV/LINCOLN
 HP0266  USGS QUAD   -  WHITE BLOTCH SPRINGS (1988)
 HP0266
 HP0266                         *CURRENT SURVEY CONTROL
 HP0266  ___________________________________________________________________
 HP0266* NAD 83(1986)-  37 31 51.     (N)    115 57 20.     (W)     SCALED    
 HP0266* NAVD 88     -      1656.524  (meters)    5434.78   (feet)  ADJUSTED  
 HP0266  ___________________________________________________________________
 HP0266  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 HP0266  DYNAMIC HT  -        1654.623 (meters)    5428.54  (feet)  COMP
 HP0266  MODELED GRAV-     979,424.2   (mgal)                       NAVD 88
 HP0266
 HP0266  VERT ORDER  -  SECOND    CLASS 0
 HP0266
 HP0266.The horizontal coordinates were scaled from a topographic map and have
 HP0266.an estimated accuracy of +/- 6 seconds.
 HP0266
 HP0266.The orthometric height was determined by differential leveling
 HP0266.and adjusted by the National Geodetic Survey in June 1991..
 HP0266
 HP0266.The geoid height was determined by GEOID03.
 HP0266
 HP0266.The dynamic height is computed by dividing the NAVD 88
 HP0266.geopotential number by the normal gravity value computed on the
 HP0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0266.degrees latitude (g = 980.6199 gals.).
 HP0266
 HP0266.The modeled gravity was interpolated from observed gravity values.
 HP0266
 HP0266;                    North         East    Units  Estimated Accuracy
 HP0266;SPC NV E     - 8,308,600.      167,100.      MT  (+/- 180 meters Scaled)
 HP0266
 HP0266                          SUPERSEDED SURVEY CONTROL
 HP0266
 HP0266  NGVD 29 (??/??/92) 1655.456  (m)         5431.28   (f) ADJ UNCH    2 0
 HP0266
 HP0266.Superseded values are not recommended for survey control.
 HP0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0266.See file dsdata.txt to determine how the superseded data were derived.
 HP0266
 HP0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB922542(NAD 83)
 HP0266_MARKER: DB = BENCH MARK DISK
 HP0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0266_STAMPING: M 60 1934
 HP0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0266+STABILITY: SURFACE MOTION
 HP0266
 HP0266  HISTORY     - Date     Condition        Report By
 HP0266  HISTORY     - 1934     MONUMENTED       CGS
 HP0266
 HP0266                          STATION DESCRIPTION
 HP0266
 HP0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0266'19.0 MI N FROM GROOM.
 HP0266'19.0 MILES NORTH ALONG THE SAND SPRINGS ROAD FROM GROOM, LINCOLN
 HP0266'COUNTY, ABOUT 152 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF A 7- BY
 HP0266'22-FOOT ABANDONED CONCRETE WATER TANK, AND 47 FEET EAST OF THE CENTER
 HP0266'LINE OF THE ROAD.  A STANDARD DISK STAMPED M 60 1934 AND SET ON THE
 HP0266'TOP OF A CONCRETE POST.  NOTE-- AMS REPORT THE MARK IS 18.6 MILES FROM
 HP0266'GROOM 538 FEET WEST-SOUTHWEST OF THE WEST-SOUTHWEST CORNER OF THE
 HP0266'BUILDING, 422 FEET SOUTH OF THE ROAD JUNCTION, 52 FEET EAST-SOUTHEAST
 HP0266'OF THE ROAD JUNCTION, AND PROJECTS 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0012 ***********************************************************************
 KP0012  DESIGNATION -  M 61
 KP0012  PID         -  KP0012
 KP0012  STATE/COUNTY-  NV/WHITE PINE
 KP0012  USGS QUAD   -  TIPPETT (1986)
 KP0012
 KP0012                         *CURRENT SURVEY CONTROL
 KP0012  ___________________________________________________________________
 KP0012* NAD 83(1986)-  39 50 40.     (N)    114 21 30.     (W)     SCALED    
 KP0012* NAVD 88     -      1750.331  (meters)    5742.54   (feet)  ADJUSTED  
 KP0012  ___________________________________________________________________
 KP0012  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 KP0012  DYNAMIC HT  -        1748.633 (meters)    5736.97  (feet)  COMP
 KP0012  MODELED GRAV-     979,594.6   (mgal)                       NAVD 88
 KP0012
 KP0012  VERT ORDER  -  FIRST     CLASS II
 KP0012
 KP0012.The horizontal coordinates were scaled from a topographic map and have
 KP0012.an estimated accuracy of +/- 6 seconds.
 KP0012
 KP0012.The orthometric height was determined by differential leveling
 KP0012.and adjusted by the National Geodetic Survey in June 1991..
 KP0012
 KP0012.The geoid height was determined by GEOID03.
 KP0012
 KP0012.The dynamic height is computed by dividing the NAVD 88
 KP0012.geopotential number by the normal gravity value computed on the
 KP0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0012.degrees latitude (g = 980.6199 gals.).
 KP0012
 KP0012.The modeled gravity was interpolated from observed gravity values.
 KP0012
 KP0012;                    North         East    Units  Estimated Accuracy
 KP0012;SPC NV E     - 8,566,060.      304,840.      MT  (+/- 180 meters Scaled)
 KP0012
 KP0012                          SUPERSEDED SURVEY CONTROL
 KP0012
 KP0012  NGVD 29 (??/??/92) 1749.161  (m)         5738.71   (f) ADJ UNCH    1 2
 KP0012
 KP0012.Superseded values are not recommended for survey control.
 KP0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0012.See file dsdata.txt to determine how the superseded data were derived.
 KP0012
 KP0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQE260138(NAD 83)
 KP0012_MARKER: DB = BENCH MARK DISK
 KP0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0012_STAMPING: M 61 1934
 KP0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0012+STABILITY: SURFACE MOTION
 KP0012
 KP0012  HISTORY     - Date     Condition        Report By
 KP0012  HISTORY     - 1934     MONUMENTED       CGS
 KP0012
 KP0012                          STATION DESCRIPTION
 KP0012
 KP0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0012'1.9 MI W FROM TIPPETT.
 KP0012'ABOUT 1.9 MILES WEST ALONG STATE HIGHWAY 2 FROM TIPPETT, WHITE PINE
 KP0012'COUNTY, ABOUT 126 YARDS NORTH OF THE JUNCTION WITH A SIDE ROAD LEADING
 KP0012'SOUTHWEST, AND 33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY. A
 KP0012'STANDARD DISK, STAMPED M 61 1934 AND SET IN THE TOP OF A CONCRETE
 KP0012'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0022 ***********************************************************************
 HP0022  DESIGNATION -  M 62
 HP0022  PID         -  HP0022
 HP0022  STATE/COUNTY-  NV/LINCOLN
 HP0022  USGS QUAD   -  PANACA (1970)
 HP0022
 HP0022                         *CURRENT SURVEY CONTROL
 HP0022  ___________________________________________________________________
 HP0022* NAD 83(1986)-  37 45 50.     (N)    114 25 16.     (W)     SCALED    
 HP0022* NAVD 88     -      1426.891  (meters)    4681.39   (feet)  POSTED    
 HP0022  ___________________________________________________________________
 HP0022  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 HP0022  DYNAMIC HT  -        1425.320 (meters)    4676.24  (feet)  COMP
 HP0022  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 HP0022
 HP0022  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0022
 HP0022.The horizontal coordinates were scaled from a topographic map and have
 HP0022.an estimated accuracy of +/- 6 seconds.
 HP0022
 HP0022.The orthometric height was determined by differential leveling
 HP0022.and adjusted by the National Geodetic Survey in 1992..
 HP0022.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0022.rate of 0.0 thru 1.0 mm/km.
 HP0022
 HP0022.The geoid height was determined by GEOID03.
 HP0022
 HP0022.The dynamic height is computed by dividing the NAVD 88
 HP0022.geopotential number by the normal gravity value computed on the
 HP0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0022.degrees latitude (g = 980.6199 gals.).
 HP0022
 HP0022.The modeled gravity was interpolated from observed gravity values.
 HP0022
 HP0022;                    North         East    Units  Estimated Accuracy
 HP0022;SPC NV E     - 8,335,040.      302,400.      MT  (+/- 180 meters Scaled)
 HP0022
 HP0022                          SUPERSEDED SURVEY CONTROL
 HP0022
 HP0022  NGVD 29 (??/??/92) 1425.872  (m)         4678.05   (f) ADJ UNCH    2 0
 HP0022
 HP0022.Superseded values are not recommended for survey control.
 HP0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0022.See file dsdata.txt to determine how the superseded data were derived.
 HP0022
 HP0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB271827(NAD 83)
 HP0022_MARKER: DB = BENCH MARK DISK
 HP0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0022_SP_SET: CONCRETE POST
 HP0022_STAMPING: M 62 1934
 HP0022_MARK LOGO: CGS   
 HP0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0022+STABILITY: SURFACE MOTION
 HP0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0022+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1971
 HP0022
 HP0022  HISTORY     - Date     Condition        Report By
 HP0022  HISTORY     - 1934     MONUMENTED       CGS
 HP0022  HISTORY     - 19711116 GOOD             USGS
 HP0022
 HP0022                          STATION DESCRIPTION
 HP0022
 HP0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0022'13.1 MI S FROM PIOCHE.
 HP0022'13.1 MILES SOUTH ALONG THE LOS ANGELES AND SALT LAKE RAILROAD FROM
 HP0022'PIOCHE, LINCOLN COUNTY, 540 FEET NORTH OF THE STATION SIGN AT COMET,
 HP0022'100 FEET WEST OF MILEPOST 12, 48 FEET WEST OF THE CENTERLINE OF THE
 HP0022'TRACK, AND 43 FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY 93.  A
 HP0022'STANDARD DISK, STAMPED M 62 1934 AND SET IN THE TOP OF A CONCRETE
 HP0022'POST.
 HP0022
 HP0022                          STATION RECOVERY (1971)
 HP0022
 HP0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HP0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0021 ***********************************************************************
 JP0021  DESIGNATION -  M 63
 JP0021  PID         -  JP0021
 JP0021  STATE/COUNTY-  NV/LINCOLN
 JP0021  USGS QUAD   -  PONY SPRINGS (1973)
 JP0021
 JP0021                         *CURRENT SURVEY CONTROL
 JP0021  ___________________________________________________________________
 JP0021* NAD 83(1986)-  38 22 03.     (N)    114 37 13.     (W)     SCALED    
 JP0021* NAVD 88     -      1850.074  (meters)    6069.78   (feet)  ADJUSTED  
 JP0021  ___________________________________________________________________
 JP0021  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 JP0021  DYNAMIC HT  -        1848.038 (meters)    6063.10  (feet)  COMP
 JP0021  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 JP0021
 JP0021  VERT ORDER  -  SECOND    CLASS 0
 JP0021
 JP0021.The horizontal coordinates were scaled from a topographic map and have
 JP0021.an estimated accuracy of +/- 6 seconds.
 JP0021
 JP0021.The orthometric height was determined by differential leveling
 JP0021.and adjusted by the National Geodetic Survey in June 1991..
 JP0021
 JP0021.The geoid height was determined by GEOID03.
 JP0021
 JP0021.The dynamic height is computed by dividing the NAVD 88
 JP0021.geopotential number by the normal gravity value computed on the
 JP0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0021.degrees latitude (g = 980.6199 gals.).
 JP0021
 JP0021.The modeled gravity was interpolated from observed gravity values.
 JP0021
 JP0021;                    North         East    Units  Estimated Accuracy
 JP0021;SPC NV E     - 8,401,830.      284,160.      MT  (+/- 180 meters Scaled)
 JP0021
 JP0021                          SUPERSEDED SURVEY CONTROL
 JP0021
 JP0021  NGVD 29 (??/??/92) 1848.877  (m)         6065.86   (f) ADJ UNCH    2 0
 JP0021
 JP0021.Superseded values are not recommended for survey control.
 JP0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0021.See file dsdata.txt to determine how the superseded data were derived.
 JP0021
 JP0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC079492(NAD 83)
 JP0021_MARKER: DB = BENCH MARK DISK
 JP0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0021_STAMPING: M 63 1934
 JP0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0021+STABILITY: SURFACE MOTION
 JP0021
 JP0021  HISTORY     - Date     Condition        Report By
 JP0021  HISTORY     - 1934     MONUMENTED       CGS
 JP0021  HISTORY     - 1973     GOOD             USGS
 JP0021
 JP0021                          STATION DESCRIPTION
 JP0021
 JP0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0021'32.9 MI N FROM PIOCHE.
 JP0021'32.9 MILES NORTH ALONG U. S. HIGHWAY 93 FROM PIOCHE, LINCOLN COUNTY,
 JP0021'120 YARDS SOUTH OF A 4- BY 4-FOOT CONCRETE-BOX CULVERT, AND 60 FEET
 JP0021'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 63
 JP0021'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JP0021
 JP0021                          STATION RECOVERY (1973)
 JP0021
 JP0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JP0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0452 ***********************************************************************
 LS0452  DESIGNATION -  M 65
 LS0452  PID         -  LS0452
 LS0452  STATE/COUNTY-  NV/WASHOE
 LS0452  USGS QUAD   -  HILLSIDE SPRING (1981)
 LS0452
 LS0452                         *CURRENT SURVEY CONTROL
 LS0452  ___________________________________________________________________
 LS0452* NAD 83(1986)-  40 57 47.     (N)    119 42 40.     (W)     SCALED    
 LS0452* NAVD 88     -      1483.707  (meters)    4867.80   (feet)  ADJUSTED  
 LS0452  ___________________________________________________________________
 LS0452  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 LS0452  DYNAMIC HT  -        1482.547 (meters)    4863.99  (feet)  COMP
 LS0452  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 LS0452
 LS0452  VERT ORDER  -  SECOND    CLASS 0
 LS0452
 LS0452.The horizontal coordinates were scaled from a topographic map and have
 LS0452.an estimated accuracy of +/- 6 seconds.
 LS0452
 LS0452.The orthometric height was determined by differential leveling
 LS0452.and adjusted by the National Geodetic Survey in June 1991..
 LS0452
 LS0452.The geoid height was determined by GEOID03.
 LS0452
 LS0452.The dynamic height is computed by dividing the NAVD 88
 LS0452.geopotential number by the normal gravity value computed on the
 LS0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0452.degrees latitude (g = 980.6199 gals.).
 LS0452
 LS0452.The modeled gravity was interpolated from observed gravity values.
 LS0452
 LS0452;                    North         East    Units  Estimated Accuracy
 LS0452;SPC NV W     - 4,690,160.      705,070.      MT  (+/- 180 meters Scaled)
 LS0452
 LS0452                          SUPERSEDED SURVEY CONTROL
 LS0452
 LS0452  NGVD 29 (??/??/92) 1482.592  (m)         4864.14   (f) ADJ UNCH    2 0
 LS0452
 LS0452.Superseded values are not recommended for survey control.
 LS0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0452.See file dsdata.txt to determine how the superseded data were derived.
 LS0452
 LS0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF718381(NAD 83)
 LS0452_MARKER: DB = BENCH MARK DISK
 LS0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0452_STAMPING: M 65 1934
 LS0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0452+STABILITY: SURFACE MOTION
 LS0452
 LS0452  HISTORY     - Date     Condition        Report By
 LS0452  HISTORY     - 1934     MONUMENTED       CGS
 LS0452  HISTORY     - 1975     MARK NOT FOUND   USGS
 LS0452
 LS0452                          STATION DESCRIPTION
 LS0452
 LS0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0452'32.1 MI NW FROM GERLACH.
 LS0452'32.1 MILES NORTHWEST OF GERLACH W.P. RR. STATION 33 FEET SOUTH OF
 LS0452'CENTERLINE OF EAGLEVILLE-GERLACH ROAD.
 LS0452
 LS0452                          STATION RECOVERY (1975)
 LS0452
 LS0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LS0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0150 ***********************************************************************
 MV0150  DESIGNATION -  M 66
 MV0150  PID         -  MV0150
 MV0150  STATE/COUNTY-  NV/WASHOE
 MV0150  USGS QUAD   -  MAHOGANY MTN (1980)
 MV0150
 MV0150                         *CURRENT SURVEY CONTROL
 MV0150  ___________________________________________________________________
 MV0150* NAD 83(1986)-  41 22 02.     (N)    119 23 31.     (W)     SCALED    
 MV0150* NAVD 88     -      1549.015  (meters)    5082.06   (feet)  ADJUSTED  
 MV0150  ___________________________________________________________________
 MV0150  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 MV0150  DYNAMIC HT  -        1547.764 (meters)    5077.96  (feet)  COMP
 MV0150  MODELED GRAV-     979,762.2   (mgal)                       NAVD 88
 MV0150
 MV0150  VERT ORDER  -  SECOND    CLASS 0
 MV0150
 MV0150.The horizontal coordinates were scaled from a topographic map and have
 MV0150.an estimated accuracy of +/- 6 seconds.
 MV0150
 MV0150.The orthometric height was determined by differential leveling
 MV0150.and adjusted by the National Geodetic Survey in June 1991..
 MV0150
 MV0150.The geoid height was determined by GEOID03.
 MV0150
 MV0150.The dynamic height is computed by dividing the NAVD 88
 MV0150.geopotential number by the normal gravity value computed on the
 MV0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0150.degrees latitude (g = 980.6199 gals.).
 MV0150
 MV0150.The modeled gravity was interpolated from observed gravity values.
 MV0150
 MV0150;                    North         East    Units  Estimated Accuracy
 MV0150;SPC NV W     - 4,734,740.      732,350.      MT  (+/- 180 meters Scaled)
 MV0150
 MV0150                          SUPERSEDED SURVEY CONTROL
 MV0150
 MV0150  NGVD 29 (??/??/92) 1547.784  (m)         5078.02   (f) ADJ UNCH    2 0
 MV0150
 MV0150.Superseded values are not recommended for survey control.
 MV0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0150.See file dsdata.txt to determine how the superseded data were derived.
 MV0150
 MV0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF999822(NAD 83)
 MV0150_MARKER: DB = BENCH MARK DISK
 MV0150_SETTING: 80 = SET IN A BOULDER
 MV0150_SP_SET: BOULDER
 MV0150_STAMPING: M 66 1934
 MV0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0150+STABILITY: SURFACE MOTION
 MV0150
 MV0150  HISTORY     - Date     Condition        Report By
 MV0150  HISTORY     - 1934     MONUMENTED       CGS
 MV0150  HISTORY     - 1937     GOOD             NGS
 MV0150
 MV0150                          STATION DESCRIPTION
 MV0150
 MV0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0150'16.7 MI NW FROM SOLDIER MEADOWS RANCH.
 MV0150'IN WASHOE COUNTY, 16.7 MILES NORTHWEST ALONG THE HIGH ROCK LAKE ROAD
 MV0150'FROM THE RANCHHOUSE AT SOLDIER MEADOWS RANCH, HUMBOLDT COUNTY, 110
 MV0150'FEET WEST OF A CREEK, 48 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 MV0150'IN THE TOP OF A BOULDER 3 FEET HIGH AND 23 FEET ACROSS THE TOP.  A
 MV0150'STANDARD DISK, STAMPED M 66 1934.
 MV0150
 MV0150                          STATION RECOVERY (1937)
 MV0150
 MV0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 MV0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0046 ***********************************************************************
 MV0046  DESIGNATION -  M 67
 MV0046  PID         -  MV0046
 MV0046  STATE/COUNTY-  NV/HUMBOLDT
 MV0046  USGS QUAD   -  THOUSAND CREEK GORGE (1990)
 MV0046
 MV0046                         *CURRENT SURVEY CONTROL
 MV0046  ___________________________________________________________________
 MV0046* NAD 83(1986)-  41 53 26.     (N)    118 53 20.     (W)     SCALED    
 MV0046* NAVD 88     -      1317.379  (meters)    4322.10   (feet)  ADJUSTED  
 MV0046  ___________________________________________________________________
 MV0046  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 MV0046  DYNAMIC HT  -        1316.469 (meters)    4319.12  (feet)  COMP
 MV0046  MODELED GRAV-     979,886.4   (mgal)                       NAVD 88
 MV0046
 MV0046  VERT ORDER  -  FIRST     CLASS II
 MV0046
 MV0046.The horizontal coordinates were scaled from a topographic map and have
 MV0046.an estimated accuracy of +/- 6 seconds.
 MV0046
 MV0046.The orthometric height was determined by differential leveling
 MV0046.and adjusted by the National Geodetic Survey in June 1991..
 MV0046
 MV0046.The geoid height was determined by GEOID03.
 MV0046
 MV0046.The dynamic height is computed by dividing the NAVD 88
 MV0046.geopotential number by the normal gravity value computed on the
 MV0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0046.degrees latitude (g = 980.6199 gals.).
 MV0046
 MV0046.The modeled gravity was interpolated from observed gravity values.
 MV0046
 MV0046;                    North         East    Units  Estimated Accuracy
 MV0046;SPC NV W     - 4,792,590.      774,640.      MT  (+/- 180 meters Scaled)
 MV0046
 MV0046                          SUPERSEDED SURVEY CONTROL
 MV0046
 MV0046  NGVD 29 (??/??/92) 1316.214  (m)         4318.28   (f) ADJ UNCH    1 2
 MV0046
 MV0046.Superseded values are not recommended for survey control.
 MV0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0046.See file dsdata.txt to determine how the superseded data were derived.
 MV0046
 MV0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG432393(NAD 83)
 MV0046_MARKER: DB = BENCH MARK DISK
 MV0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0046_STAMPING: M 67 1934
 MV0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0046+STABILITY: SURFACE MOTION
 MV0046
 MV0046  HISTORY     - Date     Condition        Report By
 MV0046  HISTORY     - 1934     MONUMENTED       CGS
 MV0046  HISTORY     - 1968     GOOD             NGS
 MV0046
 MV0046                          STATION DESCRIPTION
 MV0046
 MV0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0046'20.0 MI SW FROM DENIO.
 MV0046'DENIO, HUMBOLDT COUNTY, NEVADA, 3.0 MILES SOUTH OF, THENCE 17.0 MILES
 MV0046'WEST ALONG STATE HIGHWAY 8A, 740 FEET SOUTH OF THE CENTERLINE OF
 MV0046'HIGHWAY 8A, 32 FEET SOUTH OF A DIRT ROAD.  A STANDARD DISK, STAMPED M
 MV0046'67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MV0046
 MV0046                          STATION RECOVERY (1968)
 MV0046
 MV0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MV0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0068 ***********************************************************************
 MV0068  DESIGNATION -  M 68
 MV0068  PID         -  MV0068
 MV0068  STATE/COUNTY-  NV/HUMBOLDT
 MV0068  USGS QUAD   -  NEW YORK PEAK (1990)
 MV0068
 MV0068                         *CURRENT SURVEY CONTROL
 MV0068  ___________________________________________________________________
 MV0068* NAD 83(1986)-  41 34 23.     (N)    118 49 45.     (W)     SCALED    
 MV0068* NAVD 88     -      1524.334  (meters)    5001.09   (feet)  ADJUSTED  
 MV0068  ___________________________________________________________________
 MV0068  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 MV0068  DYNAMIC HT  -        1523.223 (meters)    4997.44  (feet)  COMP
 MV0068  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 MV0068
 MV0068  VERT ORDER  -  SECOND    CLASS 0
 MV0068
 MV0068.The horizontal coordinates were scaled from a topographic map and have
 MV0068.an estimated accuracy of +/- 6 seconds.
 MV0068
 MV0068.The orthometric height was determined by differential leveling
 MV0068.and adjusted by the National Geodetic Survey in June 1991..
 MV0068
 MV0068.The geoid height was determined by GEOID03.
 MV0068
 MV0068.The dynamic height is computed by dividing the NAVD 88
 MV0068.geopotential number by the normal gravity value computed on the
 MV0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0068.degrees latitude (g = 980.6199 gals.).
 MV0068
 MV0068.The modeled gravity was interpolated from observed gravity values.
 MV0068
 MV0068;                    North         East    Units  Estimated Accuracy
 MV0068;SPC NV W     - 4,757,310.      779,500.      MT  (+/- 180 meters Scaled)
 MV0068
 MV0068                          SUPERSEDED SURVEY CONTROL
 MV0068
 MV0068  NGVD 29 (??/??/92) 1523.223  (m)         4997.44   (f) ADJ UNCH    2 0
 MV0068
 MV0068.Superseded values are not recommended for survey control.
 MV0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0068.See file dsdata.txt to determine how the superseded data were derived.
 MV0068
 MV0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG475039(NAD 83)
 MV0068_MARKER: DB = BENCH MARK DISK
 MV0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0068_STAMPING: M 68 1934
 MV0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0068+STABILITY: SURFACE MOTION
 MV0068
 MV0068  HISTORY     - Date     Condition        Report By
 MV0068  HISTORY     - 1934     MONUMENTED       CGS
 MV0068
 MV0068                          STATION DESCRIPTION
 MV0068
 MV0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0068'10.0 MI NW FROM LEONARD CREEK RANCH.
 MV0068'10.0 MILES NORTHWEST ALONG THE ROAD LEADING TO DENIO, NEVADA, FROM THE
 MV0068'SCHOOLHOUSE AT LEONARD CREEK RANCH, HUMBOLDT COUNTY, AND 65 FEET
 MV0068'SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED M
 MV0068'68 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0401 ***********************************************************************
 LS0401  DESIGNATION -  M 69
 LS0401  PID         -  LS0401
 LS0401  STATE/COUNTY-  NV/PERSHING
 LS0401  USGS QUAD   -  TREGO (1980)
 LS0401
 LS0401                         *CURRENT SURVEY CONTROL
 LS0401  ___________________________________________________________________
 LS0401* NAD 83(1986)-  40 49 46.     (N)    119 12 00.     (W)     SCALED    
 LS0401* NAVD 88     -      1191.165  (meters)    3908.01   (feet)  ADJUSTED  
 LS0401  ___________________________________________________________________
 LS0401  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 LS0401  DYNAMIC HT  -        1190.307 (meters)    3905.20  (feet)  COMP
 LS0401  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 LS0401
 LS0401  VERT ORDER  -  SECOND    CLASS 0
 LS0401
 LS0401.The horizontal coordinates were scaled from a topographic map and have
 LS0401.an estimated accuracy of +/- 6 seconds.
 LS0401
 LS0401.The orthometric height was determined by differential leveling
 LS0401.and adjusted by the National Geodetic Survey in June 1991..
 LS0401
 LS0401.The geoid height was determined by GEOID03.
 LS0401
 LS0401.The dynamic height is computed by dividing the NAVD 88
 LS0401.geopotential number by the normal gravity value computed on the
 LS0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0401.degrees latitude (g = 980.6199 gals.).
 LS0401
 LS0401.The modeled gravity was interpolated from observed gravity values.
 LS0401
 LS0401;                    North         East    Units  Estimated Accuracy
 LS0401;SPC NV W     - 4,674,890.      747,990.      MT  (+/- 180 meters Scaled)
 LS0401
 LS0401                          SUPERSEDED SURVEY CONTROL
 LS0401
 LS0401  NGVD 29 (??/??/92) 1190.213  (m)         3904.89   (f) ADJ UNCH    2 0
 LS0401
 LS0401.Superseded values are not recommended for survey control.
 LS0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0401.See file dsdata.txt to determine how the superseded data were derived.
 LS0401
 LS0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF144221(NAD 83)
 LS0401_MARKER: DB = BENCH MARK DISK
 LS0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0401_STAMPING: M 69 1934
 LS0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0401+STABILITY: SURFACE MOTION
 LS0401
 LS0401  HISTORY     - Date     Condition        Report By
 LS0401  HISTORY     - 1934     MONUMENTED       CGS
 LS0401  HISTORY     - 1969     GOOD             NGS
 LS0401  HISTORY     - 1975     GOOD             USGS
 LS0401
 LS0401                          STATION DESCRIPTION
 LS0401
 LS0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0401'14.8 MI NE FROM GERLACH.
 LS0401'14.8 MILES NORTHEAST OF WESTERN PACIFIC RR STATION 33 FEET NORTHWEST
 LS0401'OF CENTERLINE OF ROAD TO SOLDIER MEADOWS.
 LS0401
 LS0401                          STATION RECOVERY (1969)
 LS0401
 LS0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LS0401'RECOVERED IN GOOD CONDITION.
 LS0401
 LS0401                          STATION RECOVERY (1975)
 LS0401
 LS0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LS0401'NEW TO REACH-- IN PERSHING COUNTY 14.8 MILES NE ALONG THE ROAD
 LS0401'LEADING TO SOLDIER MEADOWS RANCH FROM WESTERN PACIFIC RAILROAD
 LS0401'STATION AT GERLACH, WASHOE COUNTY, AND 18 FT. WEST OF A ROAD. A
 LS0401'STANDARD DISK, STAMPED M 69 1934, AND SET IN TOP OF A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0145 ***********************************************************************
 MV0145  DESIGNATION -  M 70
 MV0145  PID         -  MV0145
 MV0145  STATE/COUNTY-  NV/WASHOE
 MV0145  USGS QUAD   -  HIGH ROCK LAKE (1980)
 MV0145
 MV0145                         *CURRENT SURVEY CONTROL
 MV0145  ___________________________________________________________________
 MV0145* NAD 83(1986)-  41 19 09.     (N)    119 15 49.     (W)     SCALED    
 MV0145* NAVD 88     -      1502.759  (meters)    4930.30   (feet)  ADJUSTED  
 MV0145  ___________________________________________________________________
 MV0145  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 MV0145  DYNAMIC HT  -        1501.636 (meters)    4926.62  (feet)  COMP
 MV0145  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 MV0145
 MV0145  VERT ORDER  -  SECOND    CLASS 0
 MV0145
 MV0145.The horizontal coordinates were scaled from a topographic map and have
 MV0145.an estimated accuracy of +/- 6 seconds.
 MV0145
 MV0145.The orthometric height was determined by differential leveling
 MV0145.and adjusted by the National Geodetic Survey in June 1991..
 MV0145
 MV0145.The geoid height was determined by GEOID03.
 MV0145
 MV0145.The dynamic height is computed by dividing the NAVD 88
 MV0145.geopotential number by the normal gravity value computed on the
 MV0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0145.degrees latitude (g = 980.6199 gals.).
 MV0145
 MV0145.The modeled gravity was interpolated from observed gravity values.
 MV0145
 MV0145;                    North         East    Units  Estimated Accuracy
 MV0145;SPC NV W     - 4,729,310.      743,050.      MT  (+/- 180 meters Scaled)
 MV0145
 MV0145                          SUPERSEDED SURVEY CONTROL
 MV0145
 MV0145  NGVD 29 (??/??/92) 1501.646  (m)         4926.65   (f) ADJ UNCH    2 0
 MV0145
 MV0145.Superseded values are not recommended for survey control.
 MV0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0145.See file dsdata.txt to determine how the superseded data were derived.
 MV0145
 MV0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF105766(NAD 83)
 MV0145_MARKER: DB = BENCH MARK DISK
 MV0145_SETTING: 66 = SET IN ROCK OUTCROP
 MV0145_SP_SET: ROCK OURCROP
 MV0145_STAMPING: M 70 1934
 MV0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0145+STABILITY: POSITION/ELEVATION WELL
 MV0145
 MV0145  HISTORY     - Date     Condition        Report By
 MV0145  HISTORY     - 1934     MONUMENTED       CGS
 MV0145  HISTORY     - 1937     GOOD             NGS
 MV0145
 MV0145                          STATION DESCRIPTION
 MV0145
 MV0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0145'7.6 MI W FROM SOLDIER MEADOWS RANCH.
 MV0145'IN WASHOE COUNTY, 7.6 MILES WEST ALONG THE HIGH ROCK LAKE ROAD FROM
 MV0145'THE RANCHHOUSE AT SOLDIER MEADOWS RANCH, HUMBOLDT COUNTY, NEAR THE TOP
 MV0145'OF A SUMMIT AND THE WASHOE-HUMBOLDT COUNTY LINE WHERE THE ROAD LEAVES
 MV0145'SMOKY CANYON, 120 FEET SOUTH OF A CAIRN, 30 FEET WEST OF THE
 MV0145'CENTERLINE OF THE ROAD, AND IN THE NORTH POINT OF A ROCK OUTCROP.  A
 MV0145'STANDARD DISK, STAMPED M 70 1934.
 MV0145
 MV0145                          STATION RECOVERY (1937)
 MV0145
 MV0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 MV0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0440 ***********************************************************************
 LS0440  DESIGNATION -  M 71
 LS0440  PID         -  LS0440
 LS0440  STATE/COUNTY-  NV/WASHOE
 LS0440  USGS QUAD   -  ASTOR PASS (1981)
 LS0440
 LS0440                         *CURRENT SURVEY CONTROL
 LS0440  ___________________________________________________________________
 LS0440* NAD 83(1986)-  40 14 14.     (N)    119 47 09.     (W)     SCALED    
 LS0440* NAVD 88     -      1259.427  (meters)    4131.97   (feet)  POSTED    
 LS0440  ___________________________________________________________________
 LS0440  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 LS0440  DYNAMIC HT  -        1258.430 (meters)    4128.70  (feet)  COMP
 LS0440  MODELED GRAV-     979,793.6   (mgal)                       NAVD 88
 LS0440
 LS0440  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0440
 LS0440.The horizontal coordinates were scaled from a topographic map and have
 LS0440.an estimated accuracy of +/- 6 seconds.
 LS0440
 LS0440.The orthometric height was determined by differential leveling
 LS0440.and adjusted by the National Geodetic Survey in 1992..
 LS0440.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0440.rate of 0.0 thru 1.0 mm/km.
 LS0440
 LS0440.The geoid height was determined by GEOID03.
 LS0440
 LS0440.The dynamic height is computed by dividing the NAVD 88
 LS0440.geopotential number by the normal gravity value computed on the
 LS0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0440.degrees latitude (g = 980.6199 gals.).
 LS0440
 LS0440.The modeled gravity was interpolated from observed gravity values.
 LS0440
 LS0440;                    North         East    Units  Estimated Accuracy
 LS0440;SPC NV W     - 4,609,640.      697,680.      MT  (+/- 180 meters Scaled)
 LS0440
 LS0440                          SUPERSEDED SURVEY CONTROL
 LS0440
 LS0440  NGVD 29 (??/??/92) 1258.416  (m)         4128.65   (f) ADJ UNCH    2 0
 LS0440
 LS0440.Superseded values are not recommended for survey control.
 LS0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0440.See file dsdata.txt to determine how the superseded data were derived.
 LS0440
 LS0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE630578(NAD 83)
 LS0440_MARKER: DB = BENCH MARK DISK
 LS0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0440_STAMPING: M 71 1934
 LS0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0440+STABILITY: SURFACE MOTION
 LS0440
 LS0440  HISTORY     - Date     Condition        Report By
 LS0440  HISTORY     - 1934     MONUMENTED       CGS
 LS0440  HISTORY     - 1945     GOOD             NGS
 LS0440
 LS0440                          STATION DESCRIPTION
 LS0440
 LS0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0440'1.9 MI SW FROM SAND PASS.
 LS0440'1.9 MILES SOUTHWEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE
 LS0440'STATION AT SAND PASS, WASHOE COUNTY, 5 POLES EAST OF MILEPOST 392, AND
 LS0440'42 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED M 71 1934
 LS0440'AND SET IN THE TOP OF A CONCRETE POST.
 LS0440
 LS0440                          STATION RECOVERY (1945)
 LS0440
 LS0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 LS0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0348 ***********************************************************************
 LS0348  DESIGNATION -  M 72
 LS0348  PID         -  LS0348
 LS0348  STATE/COUNTY-  NV/HUMBOLDT
 LS0348  USGS QUAD   -  FLOKA (1982)
 LS0348
 LS0348                         *CURRENT SURVEY CONTROL
 LS0348  ___________________________________________________________________
 LS0348* NAD 83(1986)-  40 54 29.     (N)    118 40 47.     (W)     SCALED    
 LS0348* NAVD 88     -      1277.738  (meters)    4192.05   (feet)  POSTED    
 LS0348  ___________________________________________________________________
 LS0348  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 LS0348  DYNAMIC HT  -        1276.790 (meters)    4188.94  (feet)  COMP
 LS0348  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 LS0348
 LS0348  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0348
 LS0348.The horizontal coordinates were scaled from a topographic map and have
 LS0348.an estimated accuracy of +/- 6 seconds.
 LS0348
 LS0348.The orthometric height was determined by differential leveling
 LS0348.and adjusted by the National Geodetic Survey in 1992..
 LS0348.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0348.rate of 0.0 thru 1.0 mm/km.
 LS0348
 LS0348.The geoid height was determined by GEOID03.
 LS0348
 LS0348.The dynamic height is computed by dividing the NAVD 88
 LS0348.geopotential number by the normal gravity value computed on the
 LS0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0348.degrees latitude (g = 980.6199 gals.).
 LS0348
 LS0348.The modeled gravity was interpolated from observed gravity values.
 LS0348
 LS0348;                    North         East    Units  Estimated Accuracy
 LS0348;SPC NV W     - 4,683,440.      791,880.      MT  (+/- 180 meters Scaled)
 LS0348
 LS0348                          SUPERSEDED SURVEY CONTROL
 LS0348
 LS0348  NGVD 29 (??/??/92) 1276.720  (m)         4188.71   (f) ADJ UNCH    2 0
 LS0348
 LS0348.Superseded values are not recommended for survey control.
 LS0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0348.See file dsdata.txt to determine how the superseded data were derived.
 LS0348
 LS0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF585299(NAD 83)
 LS0348_MARKER: DB = BENCH MARK DISK
 LS0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0348_STAMPING: M 72 1934
 LS0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0348+STABILITY: SURFACE MOTION
 LS0348
 LS0348  HISTORY     - Date     Condition        Report By
 LS0348  HISTORY     - 1934     MONUMENTED       CGS
 LS0348  HISTORY     - 1975     MARK NOT FOUND   NGS
 LS0348
 LS0348                          STATION DESCRIPTION
 LS0348
 LS0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0348'4.0 MI E FROM SULPHUR.
 LS0348'4.0 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LS0348'SULPHUR, HUMBOLDT COUNTY, 94 FEET SOUTHEAST OF THE SEVENTH POLE
 LS0348'SOUTHWEST OF MILEPOST 479, AND 40 FEET SOUTHEAST OF THE NEAREST RAIL.
 LS0348'A STANDARD DISK, STAMPED M 72 1934 AND SET IN THE TOP OF A CONCRETE
 LS0348'POST.
 LS0348
 LS0348                          STATION RECOVERY (1975)
 LS0348
 LS0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LS0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0364 ***********************************************************************
 LS0364  DESIGNATION -  M 73
 LS0364  PID         -  LS0364
 LS0364  STATE/COUNTY-  NV/PERSHING
 LS0364  USGS QUAD   -  PLACERITES (1981)
 LS0364
 LS0364                         *CURRENT SURVEY CONTROL
 LS0364  ___________________________________________________________________
 LS0364* NAD 83(1986)-  40 39 07.     (N)    118 39 31.     (W)     SCALED    
 LS0364* NAVD 88     -      1418.528  (meters)    4653.95   (feet)  ADJUSTED  
 LS0364  ___________________________________________________________________
 LS0364  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 LS0364  DYNAMIC HT  -        1417.417 (meters)    4650.31  (feet)  COMP
 LS0364  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 LS0364
 LS0364  VERT ORDER  -  SECOND    CLASS 0
 LS0364
 LS0364.The horizontal coordinates were scaled from a topographic map and have
 LS0364.an estimated accuracy of +/- 6 seconds.
 LS0364
 LS0364.The orthometric height was determined by differential leveling
 LS0364.and adjusted by the National Geodetic Survey in June 1991..
 LS0364
 LS0364.The geoid height was determined by GEOID03.
 LS0364
 LS0364.The dynamic height is computed by dividing the NAVD 88
 LS0364.geopotential number by the normal gravity value computed on the
 LS0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0364.degrees latitude (g = 980.6199 gals.).
 LS0364
 LS0364.The modeled gravity was interpolated from observed gravity values.
 LS0364
 LS0364;                    North         East    Units  Estimated Accuracy
 LS0364;SPC NV W     - 4,655,000.      793,630.      MT  (+/- 180 meters Scaled)
 LS0364
 LS0364                          SUPERSEDED SURVEY CONTROL
 LS0364
 LS0364  NGVD 29 (??/??/92) 1417.514  (m)         4650.63   (f) ADJ UNCH    2 0
 LS0364
 LS0364.Superseded values are not recommended for survey control.
 LS0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0364.See file dsdata.txt to determine how the superseded data were derived.
 LS0364
 LS0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF597014(NAD 83)
 LS0364_MARKER: DB = BENCH MARK DISK
 LS0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0364_STAMPING: M 73 1934
 LS0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0364+STABILITY: SURFACE MOTION
 LS0364
 LS0364  HISTORY     - Date     Condition        Report By
 LS0364  HISTORY     - 1934     MONUMENTED       CGS
 LS0364
 LS0364                          STATION DESCRIPTION
 LS0364
 LS0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0364'21.0 MI SE FROM SULPHUR.
 LS0364'IN PERSHING COUNTY, 21.0 MILES SOUTHEAST ALONG THE LOVELOCK ROAD FROM
 LS0364'THE WESTERN PACIFIC RAILROAD STATION AT SULPHUR, HUMBOLDT COUNTY, AND
 LS0364'42 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 LS0364'M 73 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0210 ***********************************************************************
 MU0210  DESIGNATION -  M 75
 MU0210  PID         -  MU0210
 MU0210  STATE/COUNTY-  NV/HUMBOLDT
 MU0210  USGS QUAD   -  THE KNOLLS (1980)
 MU0210
 MU0210                         *CURRENT SURVEY CONTROL
 MU0210  ___________________________________________________________________
 MU0210* NAD 83(1986)-  41 07 59.     (N)    117 03 24.     (W)     SCALED    
 MU0210* NAVD 88     -      1426.438  (meters)    4679.91   (feet)  POSTED    
 MU0210  ___________________________________________________________________
 MU0210  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 MU0210  DYNAMIC HT  -        1425.370 (meters)    4676.40  (feet)  COMP
 MU0210  MODELED GRAV-     979,827.7   (mgal)                       NAVD 88
 MU0210
 MU0210  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MU0210
 MU0210.The horizontal coordinates were scaled from a topographic map and have
 MU0210.an estimated accuracy of +/- 6 seconds.
 MU0210
 MU0210.The orthometric height was determined by differential leveling
 MU0210.and adjusted by the National Geodetic Survey in 1992..
 MU0210.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MU0210.rate of 2.1 thru 3.0 mm/km.
 MU0210
 MU0210.The geoid height was determined by GEOID03.
 MU0210
 MU0210.The dynamic height is computed by dividing the NAVD 88
 MU0210.geopotential number by the normal gravity value computed on the
 MU0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0210.degrees latitude (g = 980.6199 gals.).
 MU0210
 MU0210.The modeled gravity was interpolated from observed gravity values.
 MU0210
 MU0210;                    North         East    Units  Estimated Accuracy
 MU0210;SPC NV W     - 4,709,540.      928,180.      MT  (+/- 180 meters Scaled)
 MU0210
 MU0210                          SUPERSEDED SURVEY CONTROL
 MU0210
 MU0210  NGVD 29 (??/??/92) 1425.435  (m)         4676.61   (f) ADJ UNCH    2 0
 MU0210
 MU0210.Superseded values are not recommended for survey control.
 MU0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0210.See file dsdata.txt to determine how the superseded data were derived.
 MU0210
 MU0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF952535(NAD 83)
 MU0210_MARKER: DB = BENCH MARK DISK
 MU0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0210_STAMPING: M-75 1934
 MU0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0210+STABILITY: SURFACE MOTION
 MU0210
 MU0210  HISTORY     - Date     Condition        Report By
 MU0210  HISTORY     - 1934     MONUMENTED       CGS
 MU0210  HISTORY     - 1975     GOOD             USGS
 MU0210
 MU0210                          STATION DESCRIPTION
 MU0210
 MU0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0210'15.9 MI SW FROM MIDAS.
 MU0210'15.9 MILES SOUTHWEST OF MIDAS POST OFFICE 0.7 MILE SOUTHWEST OF ROAD
 MU0210'TO LOWER CLOVER RANCH.  40 FEET NORTHWEST OF CENTER LINE OF ROAD FROM
 MU0210'GOLCONDA TO MIDAS, AND AT FORK OF ROAD TO NORTHWEST.
 MU0210
 MU0210                          STATION RECOVERY (1975)
 MU0210
 MU0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MU0210'IN HUMBOLDT COUNTY, 16.4 MI. SW ALONG STATE HWY 18 TOWARD GOLCONDA
 MU0210'FROM P.O. AT MIDAS, ELKO CO., 0.7 MI. SW OF THE JCT. OF A ROAD
 MU0210'LEADING TO THE LOWER CLOVER RANCH. 41 FT. NW OF THE CENTERLINE OF
 MU0210'STATE HWY 18. A STANDARD DISK STAMPED M 75 1934 AND SET IN THE TOP OF
 MU0210'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0098 ***********************************************************************
 MU0098  DESIGNATION -  M 76
 MU0098  PID         -  MU0098
 MU0098  STATE/COUNTY-  NV/ELKO
 MU0098  USGS QUAD   -  SUGARLOAF BUTTE (1970)
 MU0098
 MU0098                         *CURRENT SURVEY CONTROL
 MU0098  ___________________________________________________________________
 MU0098* NAD 83(1986)-  41 12 46.     (N)    116 19 03.     (W)     SCALED    
 MU0098* NAVD 88     -      1893.789  (meters)    6213.21   (feet)  POSTED    
 MU0098  ___________________________________________________________________
 MU0098  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 MU0098  DYNAMIC HT  -        1892.200 (meters)    6207.99  (feet)  COMP
 MU0098  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 MU0098
 MU0098  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0098
 MU0098.The horizontal coordinates were scaled from a topographic map and have
 MU0098.an estimated accuracy of +/- 6 seconds.
 MU0098
 MU0098.The orthometric height was determined by differential leveling
 MU0098.and adjusted by the National Geodetic Survey in 1992..
 MU0098.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0098.rate of 0.0 thru 1.0 mm/km.
 MU0098
 MU0098.The geoid height was determined by GEOID03.
 MU0098
 MU0098.The dynamic height is computed by dividing the NAVD 88
 MU0098.geopotential number by the normal gravity value computed on the
 MU0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0098.degrees latitude (g = 980.6199 gals.).
 MU0098
 MU0098.The modeled gravity was interpolated from observed gravity values.
 MU0098
 MU0098;                    North         East    Units  Estimated Accuracy
 MU0098;SPC NV E     - 8,717,530.      138,440.      MT  (+/- 180 meters Scaled)
 MU0098
 MU0098                          SUPERSEDED SURVEY CONTROL
 MU0098
 MU0098  NGVD 29 (??/??/92) 1892.620  (m)         6209.37   (f) ADJ UNCH    2 0
 MU0098
 MU0098.Superseded values are not recommended for survey control.
 MU0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0098.See file dsdata.txt to determine how the superseded data were derived.
 MU0098
 MU0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF572626(NAD 83)
 MU0098_MARKER: DB = BENCH MARK DISK
 MU0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0098_STAMPING: M 76 1934
 MU0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0098+STABILITY: SURFACE MOTION
 MU0098
 MU0098  HISTORY     - Date     Condition        Report By
 MU0098  HISTORY     - 1934     MONUMENTED       CGS
 MU0098  HISTORY     - 1969     GOOD             USGS
 MU0098
 MU0098                          STATION DESCRIPTION
 MU0098
 MU0098'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MU0098'11.0 MI SW FROM TUSCARORA.
 MU0098'1.1 MILES SOUTHEAST ALONG THE MAIN ROAD FROM THE MAIN STREET JUNCTION
 MU0098'IN TUSCARORA TO STATE ROUTE 18.  THENCE WESTERLY 9.9 MILES ALONG STATE
 MU0098'ROUTE 18.  40 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 12
 MU0098'FEET SOUTHEAST OF DRY CREEK BED.  A STANDARD TABLET STAMPED M 76 1934
 MU0098'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0045 ***********************************************************************
 KQ0045  DESIGNATION -  M 78
 KQ0045  PID         -  KQ0045
 KQ0045  STATE/COUNTY-  NV/EUREKA
 KQ0045  USGS QUAD   -  TONKIN SUMMIT (1986)
 KQ0045
 KQ0045                         *CURRENT SURVEY CONTROL
 KQ0045  ___________________________________________________________________
 KQ0045* NAD 83(1986)-  39 53 20.     (N)    116 26 01.     (W)     SCALED    
 KQ0045* NAVD 88     -      2070.142  (meters)    6791.79   (feet)  ADJUSTED  
 KQ0045  ___________________________________________________________________
 KQ0045  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 KQ0045  DYNAMIC HT  -        2068.089 (meters)    6785.06  (feet)  COMP
 KQ0045  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 KQ0045
 KQ0045  VERT ORDER  -  SECOND    CLASS 0
 KQ0045
 KQ0045.The horizontal coordinates were scaled from a topographic map and have
 KQ0045.an estimated accuracy of +/- 6 seconds.
 KQ0045
 KQ0045.The orthometric height was determined by differential leveling
 KQ0045.and adjusted by the National Geodetic Survey in June 1991..
 KQ0045
 KQ0045.The geoid height was determined by GEOID03.
 KQ0045
 KQ0045.The dynamic height is computed by dividing the NAVD 88
 KQ0045.geopotential number by the normal gravity value computed on the
 KQ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0045.degrees latitude (g = 980.6199 gals.).
 KQ0045
 KQ0045.The modeled gravity was interpolated from observed gravity values.
 KQ0045
 KQ0045;                    North         East    Units  Estimated Accuracy
 KQ0045;SPC NV E     - 8,570,620.      127,280.      MT  (+/- 180 meters Scaled)
 KQ0045
 KQ0045                          SUPERSEDED SURVEY CONTROL
 KQ0045
 KQ0045  NGVD 29 (??/??/92) 2068.867  (m)         6787.61   (f) ADJ UNCH    2 0
 KQ0045
 KQ0045.Superseded values are not recommended for survey control.
 KQ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0045.See file dsdata.txt to determine how the superseded data were derived.
 KQ0045
 KQ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE484155(NAD 83)
 KQ0045_MARKER: DB = BENCH MARK DISK
 KQ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0045_STAMPING: M 78 1934
 KQ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0045+STABILITY: SURFACE MOTION
 KQ0045
 KQ0045  HISTORY     - Date     Condition        Report By
 KQ0045  HISTORY     - 1934     MONUMENTED       CGS
 KQ0045
 KQ0045                          STATION DESCRIPTION
 KQ0045
 KQ0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KQ0045'4.1 MI SW FROM TONKIN.
 KQ0045'ABOUT 4.1 MILES SOUTHWEST ALONG THE ROAD TO THE FORK OF ROADS LEADING
 KQ0045'TO EUREKA AND TO BAUMANN RANCH FROM TONKIN, EUREKA COUNTY, ABOUT 1.6
 KQ0045'MILES SOUTHWEST OF THE ROAD CROSSING TONKIN CREEK, ABOUT 0.4 MILE EAST
 KQ0045'OF THE SUMMIT, AND 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD. A
 KQ0045'STANDARD DISK, STAMPED M 78 1934 AND SET IN THE TOP OF A CONCRETE
 KQ0045'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0132 ***********************************************************************
 KQ0132  DESIGNATION -  M 79
 KQ0132  PID         -  KQ0132
 KQ0132  STATE/COUNTY-  NV/LANDER
 KQ0132  USGS QUAD   -  GRASS VALLEY RANCH (1986)
 KQ0132
 KQ0132                         *CURRENT SURVEY CONTROL
 KQ0132  ___________________________________________________________________
 KQ0132* NAD 83(1986)-  39 42 13.     (N)    116 46 11.     (W)     SCALED    
 KQ0132* NAVD 88     -      1772.286  (meters)    5814.57   (feet)  ADJUSTED  
 KQ0132  ___________________________________________________________________
 KQ0132  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 KQ0132  DYNAMIC HT  -        1770.542 (meters)    5808.85  (feet)  COMP
 KQ0132  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 KQ0132
 KQ0132  VERT ORDER  -  SECOND    CLASS 0
 KQ0132
 KQ0132.The horizontal coordinates were scaled from a topographic map and have
 KQ0132.an estimated accuracy of +/- 6 seconds.
 KQ0132
 KQ0132.The orthometric height was determined by differential leveling
 KQ0132.and adjusted by the National Geodetic Survey in June 1991..
 KQ0132
 KQ0132.The geoid height was determined by GEOID03.
 KQ0132
 KQ0132.The dynamic height is computed by dividing the NAVD 88
 KQ0132.geopotential number by the normal gravity value computed on the
 KQ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0132.degrees latitude (g = 980.6199 gals.).
 KQ0132
 KQ0132.The modeled gravity was interpolated from observed gravity values.
 KQ0132
 KQ0132;                    North         East    Units  Estimated Accuracy
 KQ0132;SPC NV C     - 6,549,710.      491,160.      MT  (+/- 180 meters Scaled)
 KQ0132
 KQ0132                          SUPERSEDED SURVEY CONTROL
 KQ0132
 KQ0132  NGVD 29 (??/??/92) 1771.033  (m)         5810.46   (f) ADJ UNCH    2 0
 KQ0132
 KQ0132.Superseded values are not recommended for survey control.
 KQ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0132.See file dsdata.txt to determine how the superseded data were derived.
 KQ0132
 KQ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND197948(NAD 83)
 KQ0132_MARKER: DB = BENCH MARK DISK
 KQ0132_SETTING: 80 = SET IN A BOULDER
 KQ0132_STAMPING: M 79 1934
 KQ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0132+STABILITY: SURFACE MOTION
 KQ0132
 KQ0132  HISTORY     - Date     Condition        Report By
 KQ0132  HISTORY     - 1934     MONUMENTED       CGS
 KQ0132  HISTORY     - 1955     GOOD             USGS
 KQ0132
 KQ0132                          STATION DESCRIPTION
 KQ0132
 KQ0132'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0132'28.2 MI NE FROM AUSTIN.
 KQ0132'LANDER COUNTY COURTHOUSE, IN AUSTIN, ABOUT 5.4 MILES E OF ALONG U.S.
 KQ0132'HIGHWAY 50, THENCE ABOUT 22.8 MILES N ALONG STATE HIGHWAY 21, ABOUT
 KQ0132'170 FEET N OF A SHARP TOP, OUTCROP, AND 18 FEET S OF THE CENTER OF THE
 KQ0132'ROAD.  A STANDARD DISK, STAMPED M 79 1934 AND IS SET IN THE TOP OF A
 KQ0132'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0258 ***********************************************************************
 LS0258  DESIGNATION -  M 8
 LS0258  PID         -  LS0258
 LS0258  STATE/COUNTY-  NV/PERSHING
 LS0258  USGS QUAD   -  LOVELOCK (1987)
 LS0258
 LS0258                         *CURRENT SURVEY CONTROL
 LS0258  ___________________________________________________________________
 LS0258* NAD 83(1986)-  40 12 59.     (N)    118 28 35.     (W)     SCALED    
 LS0258* NAVD 88     -      1218.499  (meters)    3997.69   (feet)  ADJUSTED  
 LS0258  ___________________________________________________________________
 LS0258  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 LS0258  DYNAMIC HT  -        1217.523 (meters)    3994.49  (feet)  COMP
 LS0258  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 LS0258
 LS0258  VERT ORDER  -  SECOND    CLASS 0
 LS0258
 LS0258.The horizontal coordinates were scaled from a topographic map and have
 LS0258.an estimated accuracy of +/- 6 seconds.
 LS0258
 LS0258.The orthometric height was determined by differential leveling
 LS0258.and adjusted by the National Geodetic Survey in June 1991..
 LS0258
 LS0258.The geoid height was determined by GEOID03.
 LS0258
 LS0258.The dynamic height is computed by dividing the NAVD 88
 LS0258.geopotential number by the normal gravity value computed on the
 LS0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0258.degrees latitude (g = 980.6199 gals.).
 LS0258
 LS0258.The modeled gravity was interpolated from observed gravity values.
 LS0258
 LS0258;                    North         East    Units  Estimated Accuracy
 LS0258;SPC NV W     - 4,606,640.      809,100.      MT  (+/- 180 meters Scaled)
 LS0258
 LS0258                          SUPERSEDED SURVEY CONTROL
 LS0258
 LS0258  NGVD 29 (??/??/92) 1217.547  (m)         3994.57   (f) ADJ UNCH    2 0
 LS0258
 LS0258.Superseded values are not recommended for survey control.
 LS0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0258.See file dsdata.txt to determine how the superseded data were derived.
 LS0258
 LS0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE743528(NAD 83)
 LS0258_MARKER: DD = SURVEY DISK
 LS0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0258_SP_SET: CULVERT
 LS0258_STAMPING: M - 8
 LS0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0258
 LS0258  HISTORY     - Date     Condition        Report By
 LS0258  HISTORY     - UNK      MONUMENTED       BOR
 LS0258  HISTORY     - 1951     GOOD             NGS
 LS0258
 LS0258                          STATION DESCRIPTION
 LS0258
 LS0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0258'2.5 MI N FROM LOVELOCK.
 LS0258'2.5 MILES NORTH ALONG CENTRAL STREET FROM THE COUNTY COURTHOUSE AT
 LS0258'LOVELOCK, AT THE INTERSECTION OF A GRAVEL ROAD LEADING EAST AND A
 LS0258'PRIVATE LANE LEADING WEST, AT A CONCRETE BOX CULVERT, IN THE TOP OF
 LS0258'THE APPROXIMATE CENTER OF THE WEST HEAD WALL, 50 FEET SOUTH OF THE
 LS0258'CENTER LINE OF THE LANE, 14.9 FEET SOUTHEAST OF B.M. A 317, 14 1/2
 LS0258'FEET WEST OF THE CENTER LINE OF THE STREET, AND ABOUT 1/2 FOOT HIGHER
 LS0258'THAN THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0572 ***********************************************************************
 KR0572  DESIGNATION -  M 8 RESET
 KR0572  PID         -  KR0572
 KR0572  STATE/COUNTY-  NV/LYON
 KR0572  USGS QUAD   -  HAZEN (1985)
 KR0572
 KR0572                         *CURRENT SURVEY CONTROL
 KR0572  ___________________________________________________________________
 KR0572* NAD 83(1986)-  39 35 08.     (N)    119 05 49.     (W)     SCALED    
 KR0572* NAVD 88     -      1239.311  (meters)    4065.97   (feet)  ADJUSTED  
 KR0572  ___________________________________________________________________
 KR0572  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 KR0572  DYNAMIC HT  -        1238.260 (meters)    4062.52  (feet)  COMP
 KR0572  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 KR0572
 KR0572  VERT ORDER  -  SECOND    CLASS 0
 KR0572
 KR0572.The horizontal coordinates were scaled from a topographic map and have
 KR0572.an estimated accuracy of +/- 6 seconds.
 KR0572
 KR0572.The orthometric height was determined by differential leveling
 KR0572.and adjusted by the National Geodetic Survey in June 1991..
 KR0572
 KR0572.The geoid height was determined by GEOID03.
 KR0572
 KR0572.The dynamic height is computed by dividing the NAVD 88
 KR0572.geopotential number by the normal gravity value computed on the
 KR0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0572.degrees latitude (g = 980.6199 gals.).
 KR0572
 KR0572.The modeled gravity was interpolated from observed gravity values.
 KR0572
 KR0572;                    North         East    Units  Estimated Accuracy
 KR0572;SPC NV W     - 4,536,730.      755,880.      MT  (+/- 180 meters Scaled)
 KR0572
 KR0572                          SUPERSEDED SURVEY CONTROL
 KR0572
 KR0572.No superseded survey control is available for this station.
 KR0572
 KR0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD199838(NAD 83)
 KR0572_MARKER: DB = BENCH MARK DISK
 KR0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0572_SP_SET: ABUTMENT
 KR0572_STAMPING: 4062.567
 KR0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0572
 KR0572  HISTORY     - Date     Condition        Report By
 KR0572  HISTORY     - UNK      MONUMENTED       CGS
 KR0572  HISTORY     - 1953     MARK NOT FOUND   NGS
 KR0572
 KR0572                          STATION DESCRIPTION
 KR0572
 KR0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0572'IN PATNA.
 KR0572'AT PATNA, LYON COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, ABOUT 0.1
 KR0572'MILE NORTHWEST OF THE SECTION FOREMANS HOUSE, AT BRIDGE 284 B, AND IN
 KR0572'THE TOP OF THE NORTHWEST CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED
 KR0572'4062.567.  NOTE-- THE BRIDGE IN WHICH THIS MARK WAS SET WAS REBUILT IN
 KR0572'1941 AND THE MARK WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0279 ***********************************************************************
 MU0279  DESIGNATION -  M 80
 MU0279  PID         -  MU0279
 MU0279  STATE/COUNTY-  NV/HUMBOLDT
 MU0279  USGS QUAD   -  SOUTH OF MC DERMITT (1991)
 MU0279
 MU0279                         *CURRENT SURVEY CONTROL
 MU0279  ___________________________________________________________________
 MU0279* NAD 83(1986)-  41 46 39.     (N)    117 44 42.     (W)     SCALED    
 MU0279* NAVD 88     -      1342.937  (meters)    4405.95   (feet)  ADJUSTED  
 MU0279  ___________________________________________________________________
 MU0279  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 MU0279  DYNAMIC HT  -        1342.003 (meters)    4402.89  (feet)  COMP
 MU0279  MODELED GRAV-     979,880.5   (mgal)                       NAVD 88
 MU0279
 MU0279  VERT ORDER  -  SECOND    CLASS 0
 MU0279
 MU0279.The horizontal coordinates were scaled from a topographic map and have
 MU0279.an estimated accuracy of +/- 6 seconds.
 MU0279
 MU0279.The orthometric height was determined by differential leveling
 MU0279.and adjusted by the National Geodetic Survey in June 1991..
 MU0279
 MU0279.The geoid height was determined by GEOID03.
 MU0279
 MU0279.The dynamic height is computed by dividing the NAVD 88
 MU0279.geopotential number by the normal gravity value computed on the
 MU0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0279.degrees latitude (g = 980.6199 gals.).
 MU0279
 MU0279.The modeled gravity was interpolated from observed gravity values.
 MU0279
 MU0279;                    North         East    Units  Estimated Accuracy
 MU0279;SPC NV W     - 4,780,330.      869,690.      MT  (+/- 180 meters Scaled)
 MU0279
 MU0279                          SUPERSEDED SURVEY CONTROL
 MU0279
 MU0279  NGVD 29 (??/??/92) 1341.805  (m)         4402.24   (f) ADJ UNCH    2 0
 MU0279
 MU0279.Superseded values are not recommended for survey control.
 MU0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0279.See file dsdata.txt to determine how the superseded data were derived.
 MU0279
 MU0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG380253(NAD 83)
 MU0279_MARKER: DB = BENCH MARK DISK
 MU0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0279_STAMPING: M 80 1934
 MU0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0279+STABILITY: SURFACE MOTION
 MU0279
 MU0279  HISTORY     - Date     Condition        Report By
 MU0279  HISTORY     - 1934     MONUMENTED       CGS
 MU0279  HISTORY     - 1963     GOOD             NGS
 MU0279
 MU0279                          STATION DESCRIPTION
 MU0279
 MU0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MU0279'15.8 MI S FROM MCDERMITT.
 MU0279'15.8 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0279'LINE AT MCDERMITT, 0.6 MILE NORTH OF THE JUNCTION OF A DIRT ROAD EAST
 MU0279'TO FLAT CREEK RANCH, 0.35 MILE NORTH OF THE CROSSING OF FLAT CREEK, 58
 MU0279'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 MU0279'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 MU0279'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0006 ***********************************************************************
 LR0006  DESIGNATION -  M 82
 LR0006  PID         -  LR0006
 LR0006  STATE/COUNTY-  NV/EUREKA
 LR0006  USGS QUAD   -  BEOWAWE (1986)
 LR0006
 LR0006                         *CURRENT SURVEY CONTROL
 LR0006  ___________________________________________________________________
 LR0006* NAD 83(1986)-  40 35 22.     (N)    116 28 26.     (W)     SCALED    
 LR0006* NAVD 88     -      1432.264  (meters)    4699.02   (feet)  ADJUSTED  
 LR0006  ___________________________________________________________________
 LR0006  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 LR0006  DYNAMIC HT  -        1431.103 (meters)    4695.21  (feet)  COMP
 LR0006  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 LR0006
 LR0006  VERT ORDER  -  FIRST     CLASS II
 LR0006
 LR0006.The horizontal coordinates were scaled from a topographic map and have
 LR0006.an estimated accuracy of +/- 6 seconds.
 LR0006
 LR0006.The orthometric height was determined by differential leveling
 LR0006.and adjusted by the National Geodetic Survey in June 1991..
 LR0006
 LR0006.The geoid height was determined by GEOID03.
 LR0006
 LR0006.The dynamic height is computed by dividing the NAVD 88
 LR0006.geopotential number by the normal gravity value computed on the
 LR0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0006.degrees latitude (g = 980.6199 gals.).
 LR0006
 LR0006.The modeled gravity was interpolated from observed gravity values.
 LR0006
 LR0006;                    North         East    Units  Estimated Accuracy
 LR0006;SPC NV E     - 8,648,440.      124,620.      MT  (+/- 180 meters Scaled)
 LR0006
 LR0006                          SUPERSEDED SURVEY CONTROL
 LR0006
 LR0006  NGVD 29 (??/??/92) 1431.193  (m)         4695.51   (f) ADJ UNCH    1 2
 LR0006
 LR0006.Superseded values are not recommended for survey control.
 LR0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0006.See file dsdata.txt to determine how the superseded data were derived.
 LR0006
 LR0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE445933(NAD 83)
 LR0006_MARKER: DB = BENCH MARK DISK
 LR0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0006_STAMPING: M 82 1934
 LR0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0006+STABILITY: SURFACE MOTION
 LR0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0006+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2000
 LR0006
 LR0006  HISTORY     - Date     Condition        Report By
 LR0006  HISTORY     - 1934     MONUMENTED       CGS
 LR0006  HISTORY     - 1953     GOOD             NGS
 LR0006  HISTORY     - 20001212 GOOD             NVGS
 LR0006
 LR0006                          STATION DESCRIPTION
 LR0006
 LR0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0006'IN BEOWAWE.
 LR0006'AT BEOWAWE, 0.4 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY
 LR0006'RAILROAD FROM THE STATION, AT THE CROSSING OF A GRAVELED ROAD, IN A
 LR0006'TRIANGLE FORMED BY THE JUNCTION OF THE GRAVELED ROAD AND A DIRT ROAD
 LR0006'LEADING SOUTHEAST, 153.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 25 FEET
 LR0006'WEST OF THE CENTER LINE OF THE EAST LEG OF THE TRIANGLE, 19 1/2 FEET
 LR0006'NORTH OF THE CENTER LINE OF THE SOUTH LEG OF THE TRIANGLE, 14 FEET
 LR0006'SOUTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD, 1.7 FEET EAST OF A
 LR0006'WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 LR0006'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LR0006
 LR0006                          STATION RECOVERY (2000)
 LR0006
 LR0006'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2000 (DRH)
 LR0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0101 ***********************************************************************
 LR0101  DESIGNATION -  M 87
 LR0101  PID         -  LR0101
 LR0101  STATE/COUNTY-  NV/EUREKA
 LR0101  USGS QUAD   -  EMIGRANT PASS (1986)
 LR0101
 LR0101                         *CURRENT SURVEY CONTROL
 LR0101  ___________________________________________________________________
 LR0101* NAD 83(1986)-  40 38 33.     (N)    116 21 20.     (W)     SCALED    
 LR0101* NAVD 88     -      1656.664  (meters)    5435.24   (feet)  ADJUSTED  
 LR0101  ___________________________________________________________________
 LR0101  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 LR0101  DYNAMIC HT  -        1655.264 (meters)    5430.65  (feet)  COMP
 LR0101  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 LR0101
 LR0101  VERT ORDER  -  FIRST     CLASS II
 LR0101
 LR0101.The horizontal coordinates were scaled from a topographic map and have
 LR0101.an estimated accuracy of +/- 6 seconds.
 LR0101
 LR0101.The orthometric height was determined by differential leveling
 LR0101.and adjusted by the National Geodetic Survey in June 1991..
 LR0101
 LR0101.The geoid height was determined by GEOID03.
 LR0101
 LR0101.The dynamic height is computed by dividing the NAVD 88
 LR0101.geopotential number by the normal gravity value computed on the
 LR0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0101.degrees latitude (g = 980.6199 gals.).
 LR0101
 LR0101.The modeled gravity was interpolated from observed gravity values.
 LR0101
 LR0101;                    North         East    Units  Estimated Accuracy
 LR0101;SPC NV E     - 8,654,240.      134,690.      MT  (+/- 180 meters Scaled)
 LR0101
 LR0101                          SUPERSEDED SURVEY CONTROL
 LR0101
 LR0101  NGVD 29 (??/??/92) 1655.540  (m)         5431.55   (f) ADJ UNCH    1 2
 LR0101
 LR0101.Superseded values are not recommended for survey control.
 LR0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0101.See file dsdata.txt to determine how the superseded data were derived.
 LR0101
 LR0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE544992(NAD 83)
 LR0101_MARKER: DB = BENCH MARK DISK
 LR0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0101_STAMPING: M 87 1958
 LR0101_MARK LOGO: CGS   
 LR0101_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0101+STABILITY: SURFACE MOTION
 LR0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0101+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 LR0101
 LR0101  HISTORY     - Date     Condition        Report By
 LR0101  HISTORY     - 1958     MONUMENTED       CGS
 LR0101  HISTORY     - 1970     GOOD             NGS
 LR0101  HISTORY     - 1984     GOOD             NGS
 LR0101  HISTORY     - 20040512 GOOD             NVGS
 LR0101
 LR0101                          STATION DESCRIPTION
 LR0101
 LR0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0101'10.2 MI SE FROM DUNPHY.
 LR0101'10.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE SOUTHERN PACIFIC
 LR0101'RAILROAD OVERPASS AT DUNPHY, 92.0 FEET SOUTH OF THE CENTERLINE OF THE
 LR0101'HIGHWAY, 6.7 FEET NORTH OF A FENCE LINE, 4.8 FEET WEST OF A WITNESS
 LR0101'POST, SET IN A ROUND CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND
 LR0101'SURFACE, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 LR0101
 LR0101                          STATION RECOVERY (1970)
 LR0101
 LR0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LR0101'RECOVERED IN GOOD CONDITION.
 LR0101
 LR0101                          STATION RECOVERY (1984)
 LR0101
 LR0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0101'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.45 KM
 LR0101'(14.0 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF STATE
 LR0101'HIGHWAY 278 AT CARLIN, 0.25 KM (0.15 MI) NORTHWEST OF MILEPOST 266, AT
 LR0101'THE SOUTHEAST END OF A LONG HIGHWAY FILL, 31.1 METERS (102 FT)
 LR0101'SOUTHWEST OF THE WEST BOUND HIGHWAY CENTERLINE.
 LR0101'THE MARK IS 1.5 METERS  NW FROM A WITNESS POST.
 LR0101'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 LR0101
 LR0101                          STATION RECOVERY (2004)
 LR0101
 LR0101'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2004 (DRH)
 LR0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0931 ***********************************************************************
 HQ0931  DESIGNATION -  MAB
 HQ0931  PID         -  HQ0931
 HQ0931  STATE/COUNTY-  NV/ESMERALDA
 HQ0931  USGS QUAD   -  LAST CHANCE MOUNTAIN (1987)
 HQ0931
 HQ0931                         *CURRENT SURVEY CONTROL
 HQ0931  ___________________________________________________________________
 HQ0931* NAD 83(1994)-  37 21 39.70649(N)    117 37 34.89444(W)     ADJUSTED  
 HQ0931* NAVD 88     -      2317.     (meters)    7602.     (feet)  SCALED    
 HQ0931  ___________________________________________________________________
 HQ0931  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 HQ0931  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 HQ0931
 HQ0931  HORZ ORDER  -  THIRD
 HQ0931
 HQ0931.The horizontal coordinates were established by classical geodetic methods
 HQ0931.and adjusted by the National Geodetic Survey in June 1998..
 HQ0931
 HQ0931.The orthometric height was scaled from a topographic map.
 HQ0931
 HQ0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0931
 HQ0931.The geoid height was determined by GEOID03.
 HQ0931
 HQ0931;                    North         East     Units Scale Factor Converg.
 HQ0931;SPC NV W     - 4,290,120.727   884,769.978   MT  0.99998849   +0 34 50.7
 HQ0931;SPC NV W     -14,075,171.09  2,902,782.84   sFT  0.99998849   +0 34 50.7
 HQ0931;SPC CA 4     -   725,875.526 2,121,688.164   MT  1.00002299   +0 49 10.2
 HQ0931;SPC CA 4     - 2,381,476.62  6,960,905.25   sFT  1.00002299   +0 49 10.2
 HQ0931;SPC CA 3     -   599,465.748 2,254,520.939   MT  0.99995221   +1 45 33.6
 HQ0931;SPC CA 3     - 1,966,747.21  7,396,707.45   sFT  0.99995221   +1 45 33.6
 HQ0931;UTM  11      - 4,135,107.764   444,533.296   MT  0.99963790   -0 22 48.4
 HQ0931
 HQ0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0931!SPC NV W     -   0.99964062  x   0.99998849  =   0.99962912
 HQ0931!SPC CA 4     -   0.99964062  x   1.00002299  =   0.99966361
 HQ0931!SPC CA 3     -   0.99964062  x   0.99995221  =   0.99959285
 HQ0931!UTM  11      -   0.99964062  x   0.99963790  =   0.99927866
 HQ0931
 HQ0931:                Primary Azimuth Mark                     Grid Az
 HQ0931:SPC NV W     -  HAB                                      284 56 21.1
 HQ0931:SPC CA 4     -  HAB                                      284 42 01.6
 HQ0931:SPC CA 3     -  HAB                                      283 45 38.2
 HQ0931:UTM  11      -  HAB                                      285 54 00.2
 HQ0931
 HQ0931|---------------------------------------------------------------------|
 HQ0931| PID    Reference Object                     Distance      Geod. Az  |
 HQ0931|                                                           dddmmss.s |
 HQ0931| HQ0934 HAB                                 APPROX. 6.5 KM 2853111.8 |
 HQ0931|---------------------------------------------------------------------|
 HQ0931
 HQ0931                          SUPERSEDED SURVEY CONTROL
 HQ0931
 HQ0931  NAD 83(1992)-  37 21 39.70368(N)    117 37 34.89405(W) AD(       ) 3
 HQ0931  NAD 83(1986)-  37 21 39.70702(N)    117 37 34.89611(W) AD(       ) 3
 HQ0931  NAD 27      -  37 21 39.95600(N)    117 37 31.60500(W) AD(       ) 3
 HQ0931
 HQ0931.Superseded values are not recommended for survey control.
 HQ0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0931.See file dsdata.txt to determine how the superseded data were derived.
 HQ0931
 HQ0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB4453335108(NAD 83)
 HQ0931_MARKER: Z = SEE DESCRIPTION
 HQ0931_SETTING: 0 = UNSPECIFIED SETTING
 HQ0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0931
 HQ0931  HISTORY     - Date     Condition        Report By
 HQ0931  HISTORY     - 1895     MONUMENTED       CGS
 HQ0931  HISTORY     - 1961     GOOD             USGS
 HQ0931
 HQ0931                          STATION DESCRIPTION
 HQ0931
 HQ0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HQ0931'STATION IS A 6-INCH STUMP-NUT PINE ON W SIDE OF WOODED HILL.
 HQ0931'STONES AROUND FOOT BRACES.
 HQ0931
 HQ0931                          STATION RECOVERY (1961)
 HQ0931
 HQ0931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HQ0931'STATION WAS RECOVERED.
 HQ0931'
 HQ0931'FOUND 1 IN GALVANIZED IRON PIPE 0.5 FT ABOVE GROUND, WITHIN
 HQ0931'6 FEET OF COMPUTED POSITION FOR STATION.  FOUND 65 YEAR OLD
 HQ0931'CUTS IN PINION TREES TO CLEAR LINE OF SIGHT TO JAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0943 ***********************************************************************
 JR0943  DESIGNATION -  MABLE
 JR0943  PID         -  JR0943
 JR0943  STATE/COUNTY-  NV/MINERAL
 JR0943  USGS QUAD   -  MABLE MOUNTAIN (1982)
 JR0943
 JR0943                         *CURRENT SURVEY CONTROL
 JR0943  ___________________________________________________________________
 JR0943* NAD 83(1994)-  38 27 23.09708(N)    118 18 30.01132(W)     ADJUSTED  
 JR0943* NAVD 88     -      2444.1    (meters)    8019.     (feet)  VERTCON   
 JR0943  ___________________________________________________________________
 JR0943  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 JR0943  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 JR0943
 JR0943  HORZ ORDER  -  FIRST
 JR0943
 JR0943.The horizontal coordinates were established by classical geodetic methods
 JR0943.and adjusted by the National Geodetic Survey in June 1998..
 JR0943
 JR0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0943
 JR0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0943
 JR0943.The geoid height was determined by GEOID03.
 JR0943
 JR0943;                    North         East     Units Scale Factor Converg.
 JR0943;SPC NV W     - 4,411,296.906   824,000.806   MT  0.99990709   +0 10 15.7
 JR0943;SPC NV W     -14,472,729.93  2,703,409.31   sFT  0.99990709   +0 10 15.7
 JR0943;UTM  11      - 4,257,267.940   385,844.858   MT  0.99976048   -0 48 49.6
 JR0943
 JR0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0943!SPC NV W     -   0.99962051  x   0.99990709  =   0.99952763
 JR0943!UTM  11      -   0.99962051  x   0.99976048  =   0.99938108
 JR0943
 JR0943|---------------------------------------------------------------------|
 JR0943| PID    Reference Object                     Distance      Geod. Az  |
 JR0943|                                                           dddmmss.s |
 JR0943| DB2051 MABLE RM 1                           18.386 METERS 04839     |
 JR0943| DB2052 MABLE RM 2                            7.508 METERS 16231     |
 JR0943| DB2050 MABLE AZ MK                                        2120108.0 |
 JR0943| JR1331 PANTA                               APPROX.16.1 KM 2875324.7 |
 JR0943|---------------------------------------------------------------------|
 JR0943
 JR0943                          SUPERSEDED SURVEY CONTROL
 JR0943
 JR0943  NAD 83(1992)-  38 27 23.09817(N)    118 18 30.02368(W) AD(       ) 1
 JR0943  NAD 83(1986)-  38 27 23.09306(N)    118 18 30.02199(W) AD(       ) 1
 JR0943  NAD 27      -  38 27 23.37100(N)    118 18 26.57000(W) AD(       ) 1
 JR0943  NGVD 29 (06/01/94) 2442.8    (m)         8014.     (f) VERT ANG       
 JR0943
 JR0943.Superseded values are not recommended for survey control.
 JR0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0943.See file dsdata.txt to determine how the superseded data were derived.
 JR0943
 JR0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC8584557268(NAD 83)
 JR0943_MARKER: DS = TRIANGULATION STATION DISK
 JR0943_SETTING: 66 = SET IN ROCK OUTCROP
 JR0943_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JR0943_PROJECTION: FLUSH
 JR0943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0943+STABILITY: POSITION/ELEVATION WELL
 JR0943
 JR0943  HISTORY     - Date     Condition        Report By
 JR0943  HISTORY     - 1935     MONUMENTED       CGS
 JR0943  HISTORY     - 1952     GOOD             CGS
 JR0943  HISTORY     - 1955     GOOD             CGS
 JR0943  HISTORY     - 1959     GOOD             CGS
 JR0943  HISTORY     - 1967     GOOD             USGS
 JR0943  HISTORY     - 1967     GOOD             USGS
 JR0943
 JR0943                          STATION DESCRIPTION
 JR0943
 JR0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 JR0943'STATION IS ON THE HIGH ROUND MOUNTAIN LYING 18 MILES SE OF
 JR0943'HAWTHORNE, 1 MILE SE OF THE MABLE MINE AND 6 MILES S OF ACME,
 JR0943'A STATION ON THE NEVADA AND CALIFORNIA RAILROAD.  SEVERAL MINE
 JR0943'DUMPS ARE VISIBLE ON THE S SIDE OF THE MOUNTAIN.
 JR0943'
 JR0943'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 JR0943'IN A BOULDER.  REFERENCE MARKS ARE
 JR0943'STANDARD BRONZE DISKS IN A BOULDER.
 JR0943'
 JR0943'REACHED FROM HAWTHORNE AS FOLLOWS--GO S ON THE MAIN STREET FOR
 JR0943'0.3 MILE.  TURN LEFT ON THE ASHBY CAMP ROAD, GO 1.4 MILES,
 JR0943'TAKE LEFT FORK, GO 4.0 MILES AND TAKE LEFT FORK.  GO 3.6
 JR0943'MILES AND CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD.  GO 4.3
 JR0943'MILES TO A FORK.  THE RIGHT FORK GOES TO ASHBY GOLD MINE.
 JR0943'CONTINUE STRAIGHT AHEAD ON THE LEFT FORK UP THE CANYON 0.6
 JR0943'MILE.  CONTINUE STRAIGHT AHEAD 2.8 MILES TO A SIGN YPARRAGUERRE
 JR0943'WELL 6 MILES.  TURN LEFT AND GO 3.0 MILES TO THE HOUSE THAT
 JR0943'IS VISIBLE ON THE MOUNTAIN SIDE AND THE END OF TRUCK TRAVEL.
 JR0943'THE STATION IS 1/2 MILE NE OF HERE ON THE N END OF THE MOUNTAIN.
 JR0943'TRUCK WAS DRIVEN TO THE SUMMIT BUT THE ROAD IS VERY NARROW
 JR0943'AND DANGEROUS.  1/2 HOUR PACK FROM THE HOUSE.
 JR0943
 JR0943                          STATION RECOVERY (1952)
 JR0943
 JR0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JR0943'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JR0943'FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 JR0943'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JR0943'
 JR0943'THE STATION IS LOCATED ON A HIGH, ROUND-TOPPED MOUNTAIN.
 JR0943'IT IS LOCATED AIRLINE ABOUT 1 MILE SOUTHEAST OF MABLE MINE,
 JR0943'ABOUT 18 MILES SOUTHEAST OF HAWTHOREN, AND ABOUT 9 MILES
 JR0943'NORTHWEST OF MINA.
 JR0943'
 JR0943'THE STATION IS A STANDARD DISK STAMPED MABLE 1935 SET IN A
 JR0943'DRILL HOLE IN AN 18-BY-18-INCH BOULDER WHICH PROJECTS ABOUT
 JR0943'6 INCHES ABOVE THE GROUND.
 JR0943'
 JR0943'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MABLE NO
 JR0943'1 1935 SET IN A DRILL HOLE IN A 2-1/2-BY-1-1/2-FOOT BOULDER
 JR0943'WHICH PROJECTS ABOUT 7 INCHES ABOVE THE GROUND AND IS ABOUT
 JR0943'1 FOOT HIGHER THAN THE STATION.
 JR0943'
 JR0943'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MABLE
 JR0943'NO 2 1935 SET IN A DRILL HOLE IN A 2-BY-2-FOOT BOULDER WHICH
 JR0943'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT 6 INCHES
 JR0943'LOWER THAN THE STATION.
 JR0943'
 JR0943'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MABLE 1952 SET
 JR0943'IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS
 JR0943'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 75 FEET SOUTH OF THE
 JR0943'CENTER LINE OF A DIRT ROAD AND 100 FEET NORTH OF AN OLD MINE
 JR0943'DIGGINGS.
 JR0943'
 JR0943'TO REACH THE STATION FROM THE SOUTH SIDE OF SINNOTTS STORE
 JR0943'AND U.S. HIGHWAY 95 IN MINA, GO WEST ON THE SIDE STREET FOR
 JR0943'ONE BLOCK.  TURN LEFT, SOUTH, AND THEN RIGHT, WEST, AND CONTINUE
 JR0943'ON THE MAIN TRAVELED DIRT ROAD IN A WESTERLY DIRECTION, KEEPING
 JR0943'ALL RIGHT FORKS, FOR 9.5 MILES TO THE SOUTH EDGE OF A DRY LAKE
 JR0943'BED.  CONTINUE ACROSS THE LAKE BED IN A STRAIGHT LINE, FOLLOWING
 JR0943'THE MAIN TRACKS, TO THE WEST SIDE FOR 4.5 MILES TO A FORK AND A
 JR0943'SIGN GARFIELD MINES 4 1/2.  TAKE THE RIGHT FORK AS PER SIGN
 JR0943'GARFIELD MINES 4-1/2 AND GO 4.2 MILES WINDING BACK AND FORTH
 JR0943'UP THE MOUNTAIN TO AN OLD HOUSE AND A FORK.  TAKE THE RIGHT
 JR0943'FORK AND CONTINUE NORTHWESTERLY AROUND THE NORTH SIDE OF
 JR0943'THE HOUSE AND FOLLOW THE OLD MINE ROAD UPHILL FOR 0.3 MILE.
 JR0943'TAKE THE LEFT FORK AND FOLLOW THE VERY NARROW ROAD UPHILL,
 JR0943'KEEPING ALL LEFT FORKS, FOR 0.7 MILE TO A POINT WHERE THE
 JR0943'HILL GRADUALLY FLATTENS.  TURN LEFT, UPHILL, LEAVING THE TRACK
 JR0943'ROAD, AND GO NORTH-NORTHWEST TO THE LEFT OF AN OUTCROPPING
 JR0943'OF BEDROCK AND ON FOR 0.3 MILE TO THE TOP OF THE HILL
 JR0943'AND THE STATION.  DUE TO THE NARROW ROAD A JEEP IS REQUIRED
 JR0943'TO DRIVE TO THE STATION.
 JR0943'
 JR0943'TO REACH THE AZIMUTH MARK FROM THE FORK AND THE SIGN GARFIELD
 JR0943'MINES 4 1/2, TAKE THE LEFT FORK AND GO WEST FOR 1.6 MILES TO
 JR0943'AN OLD MINE DIGGINGS ON THE LEFT, SOUTH, SIDE OF THE ROAD AND
 JR0943'THE AZIMUTH MARK.
 JR0943
 JR0943                          STATION RECOVERY (1955)
 JR0943
 JR0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 JR0943'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 JR0943'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK, ESTABLISHED
 JR0943'IN 1952, WAS NOT RECOVERED AS I DID NOT HAVE A DESCRIPTION
 JR0943'THEREOF.  A SLIGHT DIFFERENCE WAS NOTED IN THE DIRECTION TO
 JR0943'REFERENCE MARK 2.  THE ROUTE TO THE STATION WAS FOUND TO BE
 JR0943'OBSOLETE.  A NEW ROUTE TO THE STATION AND THE 1955 OBSERVED
 JR0943'DIRECTIONS ARE GIVEN BELOW.
 JR0943'
 JR0943'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 95 AND STATE
 JR0943'ROUTE 31 IN HAWTHOREN, GO EAST ON U.S. HIGHWAY 95 FOR 8.5
 JR0943'MILES TO A DIRT ROAD RIGHT.  TURN RIGHT AND FOLLOW THE MAIN
 JR0943'ROAD SOUTHERLY FOR 2.5 MILES TO A FORK.  TAKE THE LEFT FORK,
 JR0943'UP THE WASH, FOR 3.3 MILES TO A T-INTERSECTION.  TURN LEFT,
 JR0943'SOUTHEAST, AND GO 7.8 MILES TO A TRACK ROAD LEFT AND SIGN
 JR0943'GARFIELD MINES 4 MI.  TURN LEFT AND FOLLOW THE TRACK ROAD
 JR0943'EAST FOR 1.4 MILES TO A T-INTERSECTION.  TURN LEFT, NORTHEAST,
 JR0943'AND GO 2.6 MILES TO SOME MINES AND AN OLD HOUSE.  CIRCLE
 JR0943'ABOVE AND AROUND THE OLD HOUSE AND FOLLOW THE OLD MINING ROAD
 JR0943'AROUND THE HILL TO A RIDGE, THENCE UP THE RIDGE FOR A TOTAL
 JR0943'DISTANCE OF 1.3 MILES TO THE HIGHEST POINT AND THE STATION.
 JR0943'THE END OF TRUCK TRAVEL WITH A 2-WHEEL DRIVE VEHICLE IN AT
 JR0943'THE OLD HOUSE, BUT A 4-WHEEL DRIVE VEHICLE WAS DRIVEN TO
 JR0943'THE STATION.
 JR0943
 JR0943                          STATION RECOVERY (1959)
 JR0943
 JR0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WTJ)
 JR0943'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED
 JR0943'BY WRH IN 1952.
 JR0943
 JR0943                          STATION RECOVERY (1967)
 JR0943
 JR0943'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JR0943'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38118-2, STATION 1001.
 JR0943'
 JR0943'STATION MARK--A STANDARD DISK STAMPED----MABLE 1935----SET IN A
 JR0943'DRILL HOLE IN AN 18 BY 18 INCH BOULDER WHICH PROJECTS ABOUT 6 INCHES
 JR0943'ABOVE THE GROUND.
 JR0943
 JR0943                          STATION RECOVERY (1967)
 JR0943
 JR0943'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JR0943'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38118-2, STATION 1001.
 JR0943'STATION MARK--A STANDARD DISK STAMPED---MABEL 1935--- SET IN A DRILL
 JR0943'HOLE IN AN 18-BY-18-INCH BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE
 JR0943'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0173 ***********************************************************************
 FS0173  DESIGNATION -  MACK
 FS0173  PID         -  FS0173
 FS0173  STATE/COUNTY-  NV/CLARK
 FS0173  USGS QUAD   -  SLOAN (1989)
 FS0173
 FS0173                         *CURRENT SURVEY CONTROL
 FS0173  ___________________________________________________________________
 FS0173* NAD 83(1994)-  35 59 12.20553(N)    115 10 24.34104(W)     ADJUSTED  
 FS0173* NAVD 88     -       716.431  (meters)    2350.49   (feet)  POSTED    
 FS0173  ___________________________________________________________________
 FS0173  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 FS0173  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FS0173  DYNAMIC HT  -         715.690 (meters)    2348.06  (feet)  COMP
 FS0173  MODELED GRAV-     979,574.5   (mgal)                       NAVD 88
 FS0173
 FS0173  HORZ ORDER  -  SECOND
 FS0173  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0173
 FS0173.The horizontal coordinates were established by classical geodetic methods
 FS0173.and adjusted by the National Geodetic Survey in June 1998..
 FS0173
 FS0173.The orthometric height was determined by differential leveling
 FS0173.and adjusted by the National Geodetic Survey in 1992..
 FS0173.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0173.rate of 0.0 thru 1.0 mm/km.
 FS0173
 FS0173.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS0173
 FS0173.The geoid height was determined by GEOID03.
 FS0173
 FS0173.The dynamic height is computed by dividing the NAVD 88
 FS0173.geopotential number by the normal gravity value computed on the
 FS0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0173.degrees latitude (g = 980.6199 gals.).
 FS0173
 FS0173.The modeled gravity was interpolated from observed gravity values.
 FS0173
 FS0173;                    North         East     Units Scale Factor Converg.
 FS0173;SPC NV E     - 8,137,275.192   236,961.166   MT  0.99991683   +0 14 27.1
 FS0173;SPC NV E     -26,697,043.69    777,430.09   sFT  0.99991683   +0 14 27.1
 FS0173;UTM  11      - 3,984,018.480   664,660.882   MT  0.99993409   +1 04 24.7
 FS0173
 FS0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS0173!SPC NV E     -   0.99989197  x   0.99991683  =   0.99980881
 FS0173!UTM  11      -   0.99989197  x   0.99993409  =   0.99982606
 FS0173
 FS0173|---------------------------------------------------------------------|
 FS0173| PID    Reference Object                     Distance      Geod. Az  |
 FS0173|                                                           dddmmss.s |
 FS0173| FS0174 MACK RM 1                             8.092 METERS 03322     |
 FS0173| FS0179 GAP                                 APPROX. 3.4 KM 1921539.3 |
 FS0173| FS0172 MACK RM 2                             7.736 METERS 29258     |
 FS0173|---------------------------------------------------------------------|
 FS0173
 FS0173                          SUPERSEDED SURVEY CONTROL
 FS0173
 FS0173  NAD 83(1992)-  35 59 12.20311(N)    115 10 24.34488(W) AD(1991.35) 2
 FS0173  NAD 83(1992)-  35 59 12.20296(N)    115 10 24.34620(W) AD(       ) 2
 FS0173  NAD 83(1992)-  35 59 12.20167(N)    115 10 24.34545(W) AD(       ) 2
 FS0173  NAD 83(1986)-  35 59 12.19840(N)    115 10 24.33252(W) AD(       ) 2
 FS0173  NAD 27      -  35 59 12.28960(N)    115 10 21.35050(W) AD(       ) 2
 FS0173  NGVD 29 (??/??/92)  715.710  (m)         2348.13   (f) ADJ UNCH    2 0
 FS0173
 FS0173.Superseded values are not recommended for survey control.
 FS0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0173.See file dsdata.txt to determine how the superseded data were derived.
 FS0173
 FS0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6466184018(NAD 83)
 FS0173_MARKER: DS = TRIANGULATION STATION DISK
 FS0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0173_STAMPING: MACK 1958
 FS0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0173+STABILITY: SURFACE MOTION
 FS0173
 FS0173  HISTORY     - Date     Condition        Report By
 FS0173  HISTORY     - 1958     MONUMENTED       CGS
 FS0173  HISTORY     - 1958     GOOD             CGS
 FS0173  HISTORY     - 1973     SEE DESCRIPTION  NGS
 FS0173
 FS0173                          STATION DESCRIPTION
 FS0173
 FS0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 FS0173'THE STATION IS 7.8 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE
 FS0173'JUNCTION WITH BOND ROAD AT THE TROPICANA HOTEL (NEAR THE SOUTH
 FS0173'END OF THE LAS VEGAS STRIP), 1.4 MILES NORTH OF THE HENDERSON
 FS0173'HIGHWAY JUNCTION, 228 FEET WEST OF THE CENTER LINE OF THE
 FS0173'HIGHWAY AND WEST-NORTHWEST OF A HIGHWAY CULVERT.
 FS0173'
 FS0173'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 FS0173'DISKS SET IN CONCRETE POSTS.
 FS0173'
 FS0173'THE STATION MARK, STAMPED MACK 1958, IS FLUSH WITH THE GROUND.
 FS0173'
 FS0173'THE REFERENCE MARKS, STAMPED MACK 1958 NO 1 AND NO 2 RESPECTIVELY,
 FS0173'PROJECT ABOUT 1 INCH.
 FS0173
 FS0173                          STATION RECOVERY (1958)
 FS0173
 FS0173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FS0173'3.8 MI NE FROM SLOAN.
 FS0173'3.85 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE SLOAN SERVICE
 FS0173'STATION AND CAFE, 231.0 FEET WEST OF THE CENTER LINE OF THE
 FS0173'HIGHWAY, 26.58 FEET SOUTH OF R.M. 1, 25.39 FEET EAST OF R.M. 2,
 FS0173'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 FS0173
 FS0173                          STATION RECOVERY (1973)
 FS0173
 FS0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 FS0173'STATION RECOVERED IN GOOD CONDITION.  R.M.S NOT SEARCHED FOR.
 FS0173'
 FS0173'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NE
 FS0173'OF SLOAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1633 ***********************************************************************
 KR1633  DESIGNATION -  MACK
 KR1633  PID         -  KR1633
 KR1633  STATE/COUNTY-  NV/LYON
 KR1633  USGS QUAD   -  MISFITS FLAT (1985)
 KR1633
 KR1633                         *CURRENT SURVEY CONTROL
 KR1633  ___________________________________________________________________
 KR1633* NAD 83(1994)-  39 20 14.84598(N)    119 28 43.37728(W)     ADJUSTED  
 KR1633* NAVD 88     -      1401.0    (meters)    4596.     (feet)  VERTCON   
 KR1633  ___________________________________________________________________
 KR1633  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 KR1633  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 KR1633
 KR1633  HORZ ORDER  -  SECOND
 KR1633
 KR1633.The horizontal coordinates were established by classical geodetic methods
 KR1633.and adjusted by the National Geodetic Survey in June 1998..
 KR1633
 KR1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1633
 KR1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1633
 KR1633.The geoid height was determined by GEOID03.
 KR1633
 KR1633;                    North         East     Units Scale Factor Converg.
 KR1633;SPC NV W     - 4,509,441.130   722,813.105   MT  0.99997333   -0 34 03.4
 KR1633;SPC NV W     -14,794,724.77  2,371,429.33   sFT  0.99997333   -0 34 03.4
 KR1633;UTM  11      - 4,357,155.814   286,373.685   MT  1.00016193   -1 34 18.5
 KR1633
 KR1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1633!SPC NV W     -   0.99978404  x   0.99997333  =   0.99975737
 KR1633!UTM  11      -   0.99978404  x   1.00016193  =   0.99994593
 KR1633
 KR1633                          SUPERSEDED SURVEY CONTROL
 KR1633
 KR1633  NAD 83(1992)-  39 20 14.84951(N)    119 28 43.36975(W) AD(       ) 2
 KR1633  NAD 83(1986)-  39 20 14.85209(N)    119 28 43.35138(W) AD(       ) 2
 KR1633  NAD 27      -  39 20 15.15700(N)    119 28 39.73000(W) AD(       ) 2
 KR1633  NGVD 29 (07/19/86) 1400.0    (m)         4593.     (f) VERT ANG       
 KR1633
 KR1633.Superseded values are not recommended for survey control.
 KR1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1633.See file dsdata.txt to determine how the superseded data were derived.
 KR1633
 KR1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8637457156(NAD 83)
 KR1633
 KR1633  HISTORY     - Date     Condition        Report By
 KR1633  HISTORY     - 1951     MONUMENTED       CGS
 KR1633
 KR1633                          STATION DESCRIPTION
 KR1633
 KR1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1633'STATION IS 1/2 IN STEEL PIN DRIVEN FLUSH WITH GROUND IN CENTER
 KR1633'OF ROCK MOUND.  A WHITE CLOTH COVERED TRIPOD TARGET 6 FT IN
 KR1633'HEIGHT IS CENTERED OVER STATION POINT.
 KR1633'
 KR1633'LOCATED ON LOW, ROLLING FOOT HILL, SAGE COVERED, APPROXIMATELY
 KR1633'9.5 MILES AIR LINE FROM DAYTON, NEVADA, AND APPROXIMATELY 1.0
 KR1633'MILE NORTH OF U.S. 50.
 KR1633'
 KR1633'TO REACH FROM DAYTON, NEVADA POST OFFICE, GO 8.75 MILES ON
 KR1633'U.S. 50, TURN LEFT AND TAKE RIGHT FORK OF THREE DIRT ROADS AT
 KR1633'SIGN BLACKHAWK MINE.  GO 1.1 MILES, TURN RIGHT ON VERY DIM TRACK
 KR1633'ROAD, GO SOUTHEASTERLY FOR 0.2 MILE UP GRADE TO STATION SITE.
 KR1633'
 KR1633'MACK IS POINT ON LYON-STOREY COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0174 ***********************************************************************
 FS0174  DESIGNATION -  MACK RM 1
 FS0174  PID         -  FS0174
 FS0174  STATE/COUNTY-  NV/CLARK
 FS0174  USGS QUAD   -  SLOAN (1989)
 FS0174
 FS0174                         *CURRENT SURVEY CONTROL
 FS0174  ___________________________________________________________________
 FS0174* NAD 83(1986)-  35 59 14.     (N)    115 10 24.     (W)     SCALED    
 FS0174* NAVD 88     -       716.448  (meters)    2350.55   (feet)  POSTED    
 FS0174  ___________________________________________________________________
 FS0174  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FS0174  DYNAMIC HT  -         715.710 (meters)    2348.13  (feet)  COMP
 FS0174  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 FS0174
 FS0174  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0174
 FS0174.The horizontal coordinates were scaled from a topographic map and have
 FS0174.an estimated accuracy of +/- 6 seconds.
 FS0174
 FS0174.The orthometric height was determined by differential leveling
 FS0174.and adjusted by the National Geodetic Survey in 1992..
 FS0174.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0174.rate of 0.0 thru 1.0 mm/km.
 FS0174
 FS0174.The geoid height was determined by GEOID03.
 FS0174
 FS0174.The dynamic height is computed by dividing the NAVD 88
 FS0174.geopotential number by the normal gravity value computed on the
 FS0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0174.degrees latitude (g = 980.6199 gals.).
 FS0174
 FS0174.The modeled gravity was interpolated from observed gravity values.
 FS0174
 FS0174;                    North         East    Units  Estimated Accuracy
 FS0174;SPC NV E     - 8,137,330.      236,970.      MT  (+/- 180 meters Scaled)
 FS0174
 FS0174                          SUPERSEDED SURVEY CONTROL
 FS0174
 FS0174  NGVD 29 (??/??/92)  715.728  (m)         2348.18   (f) ADJ UNCH    2 0
 FS0174
 FS0174.Superseded values are not recommended for survey control.
 FS0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0174.See file dsdata.txt to determine how the superseded data were derived.
 FS0174
 FS0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV646840(NAD 83)
 FS0174_MARKER: DR = REFERENCE MARK DISK
 FS0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0174_STAMPING: MACK NO 1 1958
 FS0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0174+STABILITY: SURFACE MOTION
 FS0174
 FS0174  HISTORY     - Date     Condition        Report By
 FS0174  HISTORY     - 1958     MONUMENTED       CGS
 FS0174
 FS0174                          STATION DESCRIPTION
 FS0174
 FS0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0174'3.8 MI NE FROM SLOAN.
 FS0174'3.85 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE SLOAN SERVICE
 FS0174'STATION AND CAFE, 226.0 FEET WEST OF THE CENTER LINE OF THE
 FS0174'HIGHWAY, 26.58 FEET NORTH OF STATION MARK, SET IN A SQUARE
 FS0174'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0172 ***********************************************************************
 FS0172  DESIGNATION -  MACK RM 2
 FS0172  PID         -  FS0172
 FS0172  STATE/COUNTY-  NV/CLARK
 FS0172  USGS QUAD   -  SLOAN (1989)
 FS0172
 FS0172                         *CURRENT SURVEY CONTROL
 FS0172  ___________________________________________________________________
 FS0172* NAD 83(1986)-  35 59 14.     (N)    115 10 24.     (W)     SCALED    
 FS0172* NAVD 88     -       716.400  (meters)    2350.39   (feet)  POSTED    
 FS0172  ___________________________________________________________________
 FS0172  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FS0172  DYNAMIC HT  -         715.660 (meters)    2347.96  (feet)  COMP
 FS0172  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 FS0172
 FS0172  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0172
 FS0172.The horizontal coordinates were scaled from a topographic map and have
 FS0172.an estimated accuracy of +/- 6 seconds.
 FS0172
 FS0172.The orthometric height was determined by differential leveling
 FS0172.and adjusted by the National Geodetic Survey in 1992..
 FS0172.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0172.rate of 0.0 thru 1.0 mm/km.
 FS0172
 FS0172.The geoid height was determined by GEOID03.
 FS0172
 FS0172.The dynamic height is computed by dividing the NAVD 88
 FS0172.geopotential number by the normal gravity value computed on the
 FS0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0172.degrees latitude (g = 980.6199 gals.).
 FS0172
 FS0172.The modeled gravity was interpolated from observed gravity values.
 FS0172
 FS0172;                    North         East    Units  Estimated Accuracy
 FS0172;SPC NV E     - 8,137,330.      236,970.      MT  (+/- 180 meters Scaled)
 FS0172
 FS0172                          SUPERSEDED SURVEY CONTROL
 FS0172
 FS0172  NGVD 29 (??/??/92)  715.679  (m)         2348.02   (f) ADJ UNCH    2 0
 FS0172
 FS0172.Superseded values are not recommended for survey control.
 FS0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0172.See file dsdata.txt to determine how the superseded data were derived.
 FS0172
 FS0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV646840(NAD 83)
 FS0172_MARKER: DR = REFERENCE MARK DISK
 FS0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0172_STAMPING: MACK NO 2 1958
 FS0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0172+STABILITY: SURFACE MOTION
 FS0172
 FS0172  HISTORY     - Date     Condition        Report By
 FS0172  HISTORY     - 1958     MONUMENTED       CGS
 FS0172
 FS0172                          STATION DESCRIPTION
 FS0172
 FS0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0172'3.8 MI NE FROM SLOAN.
 FS0172'3.85 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE SLOAN SERVICE
 FS0172'STATION AND CAFE, 256.0 FEET WEST OF THE CENTER LINE OF THE
 FS0172'HIGHWAY, 25.39 FEET WEST OF STATION MARK, SET IN A SQUARE CONCRETE
 FS0172'POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0919 ***********************************************************************
 HQ0919  DESIGNATION -  MAGRUDER
 HQ0919  PID         -  HQ0919
 HQ0919  STATE/COUNTY-  NV/ESMERALDA
 HQ0919  USGS QUAD   -  MAGRUDER MTN (1987)
 HQ0919
 HQ0919                         *CURRENT SURVEY CONTROL
 HQ0919  ___________________________________________________________________
 HQ0919* NAD 83(1994)-  37 24 37.54549(N)    117 32 50.90490(W)     ADJUSTED  
 HQ0919* NAVD 88     -      2758.5    (meters)    9050.     (feet)  VERTCON   
 HQ0919  ___________________________________________________________________
 HQ0919  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 HQ0919  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 HQ0919
 HQ0919  HORZ ORDER  -  SECOND
 HQ0919
 HQ0919.The horizontal coordinates were established by classical geodetic methods
 HQ0919.and adjusted by the National Geodetic Survey in June 1998..
 HQ0919
 HQ0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0919
 HQ0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0919
 HQ0919.The geoid height was determined by GEOID03.
 HQ0919
 HQ0919;                    North         East     Units Scale Factor Converg.
 HQ0919;SPC NV W     - 4,295,676.793   891,697.808   MT  1.00000354   +0 37 45.7
 HQ0919;SPC NV W     -14,093,399.61  2,925,511.89   sFT  1.00000354   +0 37 45.7
 HQ0919;SPC CA 4     -   731,460.502 2,128,593.083   MT  1.00003444   +0 51 59.6
 HQ0919;SPC CA 4     - 2,399,800.00  6,983,559.14   sFT  1.00003444   +0 51 59.6
 HQ0919;UTM  11      - 4,140,544.833   451,550.831   MT  0.99962891   -0 19 57.4
 HQ0919
 HQ0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0919!SPC NV W     -   0.99957140  x   1.00000354  =   0.99957494
 HQ0919!SPC CA 4     -   0.99957140  x   1.00003444  =   0.99960582
 HQ0919!UTM  11      -   0.99957140  x   0.99962891  =   0.99920047
 HQ0919
 HQ0919|---------------------------------------------------------------------|
 HQ0919| PID    Reference Object                     Distance      Geod. Az  |
 HQ0919|                                                           dddmmss.s |
 HQ0919| DB2054 MAGRUDER RM 1                         5.706 METERS 11010     |
 HQ0919| DB2055 MAGRUDER RM 2                         9.737 METERS 28207     |
 HQ0919| DB2053 MAGRUDER AZ MK                                     3142603.6 |
 HQ0919|---------------------------------------------------------------------|
 HQ0919
 HQ0919                          SUPERSEDED SURVEY CONTROL
 HQ0919
 HQ0919  NAD 83(1992)-  37 24 37.54557(N)    117 32 50.90376(W) AD(       ) 2
 HQ0919  NAD 83(1986)-  37 24 37.54637(N)    117 32 50.90604(W) AD(       ) 2
 HQ0919  NAD 27      -  37 24 37.80500(N)    117 32 47.60500(W) AD(       ) 2
 HQ0919  NGVD 29 (07/19/86) 2757.3    (m)         9046.     (f) VERT ANG       
 HQ0919
 HQ0919.Superseded values are not recommended for survey control.
 HQ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0919.See file dsdata.txt to determine how the superseded data were derived.
 HQ0919
 HQ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB5155140545(NAD 83)
 HQ0919_MARKER: DD = SURVEY DISK
 HQ0919_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0919_SP_SET: PARTIALLY EXPOSED BEDROCK
 HQ0919
 HQ0919  HISTORY     - Date     Condition        Report By
 HQ0919  HISTORY     - 1950     MONUMENTED       USGS
 HQ0919
 HQ0919                          STATION DESCRIPTION
 HQ0919
 HQ0919'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (RJS)
 HQ0919'STATION IS LOCATED ON THE HIGHEST POINT OF MAGRAUDER MOUNTAIN
 HQ0919'WHICH LIES ABOUT 4 MILES SOUTHEAST OF LIDA.  IT IS 9 FEET
 HQ0919'SOUTHEAST OF A LARGE CAIRN.  THE DISK IS A STANDARD BM USGS
 HQ0919'DISK SET IN CONCRETE IN A DEPRESSION IN LOOSE ROCK.  DISK IS
 HQ0919'NOT STAMPED.
 HQ0919'
 HQ0919'REFERENCE MARK NO. 1 IS 10 FEET SOUTHEAST OF CAIRN.  THE DISK
 HQ0919'IS SET FLUSH IN A BURIED BOULDER AND IT IS STAMPED MAGRUDER NO
 HQ0919'1 1949.
 HQ0919'
 HQ0919'REFERENCE MARK NO. 2 IS SET FLUSH IN A BURIED BOULDER AND IT IS
 HQ0919'STAMPED MAGRUDER NO 2 1949.
 HQ0919'
 HQ0919'AZIMUTH MARK IS AT THE SUMMIT OF DIVIDE NORTHWEST OF MAGRUDER
 HQ0919'MOUNTAIN.  IT IS 89 FEET NORTHWEST OF CENTER OF STATE HIGHWAY
 HQ0919'3 AND 7 FEET NORTHWEST OF A WHITE WITNESS POST.  THE DISK IS
 HQ0919'SET FLUSH IN OUTCROPPING BEDROCK THAT IS NEARLY COVERED WITH
 HQ0919'DIRT AND IT IS STAMPED MAGRUDER 1949.
 HQ0919'
 HQ0919'TO REACH THE STATION FROM LIDA, GO WEST ON STATE HIGHWAY 3 FOR
 HQ0919'4.6 MILES TO SUMMIT OF DIVIDE AND AZIMUTH MARK AS DESCRIBED.
 HQ0919'AT SUMMIT TURN LEFT ON TRACK ROAD AND GO TOWARD MOUNTAIN FOR
 HQ0919'ABOUT 0.6 MILE TO THE BEGINNING OF STEEP, TIMBERED RIDGE AND
 HQ0919'END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH TO TOP OF FIRST
 HQ0919'RIDGE, BEAR EAST AND CONTINUE UP RIDGES TO TOP OF MOUNTAIN
 HQ0919'AND STATION AS DESCRIBED.  2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1727 ***********************************************************************
 KR1727  CBN         -  This is a Cooperative Base Network Control Station.
 KR1727  DESIGNATION -  MAGUIRE
 KR1727  PID         -  KR1727
 KR1727  STATE/COUNTY-  NV/WASHOE
 KR1727  USGS QUAD   -  WASHOE CITY (1994)
 KR1727
 KR1727                         *CURRENT SURVEY CONTROL
 KR1727  ___________________________________________________________________
 KR1727* NAD 83(1999)-  39 22 02.14182(N)    119 47 24.20519(W)     ADJUSTED  
 KR1727* NAVD 88     -      1884.0    (meters)    6181.     (feet)  GPS OBS   
 KR1727  ___________________________________________________________________
 KR1727  EPOCH DATE  -        1999.37
 KR1727  X           -  -2,453,812.894 (meters)                     COMP
 KR1727  Y           -  -4,286,323.493 (meters)                     COMP
 KR1727  Z           -   4,025,100.934 (meters)                     COMP
 KR1727  LAPLACE CORR-          -6.28  (seconds)                    DEFLEC99
 KR1727  ELLIP HEIGHT-        1860.01  (meters)          (10/30/00) GPS OBS
 KR1727  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 KR1727
 KR1727  HORZ ORDER  -  B
 KR1727  ELLP ORDER  -  FOURTH    CLASS II
 KR1727
 KR1727.The horizontal coordinates were established by GPS observations
 KR1727.and adjusted by the National Geodetic Survey in October 2000..
 KR1727.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KR1727.DATUM ITEM on the data sheet items page.
 KR1727.The horizontal coordinates are valid at the epoch date displayed above.
 KR1727.The epoch date for horizontal control is a decimal equivalence
 KR1727.of Year/Month/Day.
 KR1727
 KR1727.The orthometric height was determined by GPS observations and a
 KR1727.high-resolution geoid model.
 KR1727
 KR1727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KR1727
 KR1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1727
 KR1727.The ellipsoidal height was determined by GPS observations
 KR1727.and is referenced to NAD 83.
 KR1727
 KR1727.The geoid height was determined by GEOID03.
 KR1727
 KR1727;                    North         East     Units Scale Factor Converg.
 KR1727;SPC NV W     - 4,513,062.033   696,017.301   MT  1.00003309   -0 45 55.7
 KR1727;SPC NV W     -14,806,604.35  2,283,516.76   sFT  1.00003309   -0 45 55.7
 KR1727;SPC CA 2     -   691,092.011 2,190,413.098   MT  0.99992680   +1 23 35.9
 KR1727;SPC CA 2     - 2,267,357.71  7,186,380.31   sFT  0.99992680   +1 23 35.9
 KR1727;UTM  11      - 4,361,246.937   259,639.247   MT  1.00031139   -1 46 14.0
 KR1727
 KR1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1727!SPC NV W     -   0.99970827  x   1.00003309  =   0.99974135
 KR1727!SPC CA 2     -   0.99970827  x   0.99992680  =   0.99963509
 KR1727!UTM  11      -   0.99970827  x   1.00031139  =   1.00001957
 KR1727
 KR1727:                Primary Azimuth Mark                     Grid Az
 KR1727:SPC NV W     -  BROWNS                                   042 14 50.4
 KR1727:SPC CA 2     -  BROWNS                                   040 05 18.8
 KR1727:UTM  11      -  BROWNS                                   043 15 08.7
 KR1727
 KR1727|---------------------------------------------------------------------|
 KR1727| PID    Reference Object                     Distance      Geod. Az  |
 KR1727|                                                           dddmmss.s |
 KR1727| KR0925 BROWNS                              APPROX. 5.6 KM 0412854.7 |
 KR1727| DB6392 BROWNS AZ MK                                       0424147.3 |
 KR1727| DB8172 MAGUIRE RM 1                          5.046 METERS 14121     |
 KR1727| DB8173 MAGUIRE RM 2                          4.182 METERS 27043     |
 KR1727|---------------------------------------------------------------------|
 KR1727
 KR1727                          SUPERSEDED SURVEY CONTROL
 KR1727
 KR1727  NAD 83(1994)-  39 22 02.14002(N)    119 47 24.20177(W) AD(       ) B
 KR1727  ELLIP H (03/30/95) 1860.10   (m)                       GP(       ) 4 1
 KR1727  NAD 83(1992)-  39 22 02.14432(N)    119 47 24.19392(W) AD(       ) 1
 KR1727  NAD 83(1986)-  39 22 02.13970(N)    119 47 24.18409(W) AD(       ) 1
 KR1727  NAD 27      -  39 22 02.45900(N)    119 47 20.50800(W) AD(       ) 1
 KR1727  NGVD 29 (07/19/86) 1883.9    (m)         6181.     (f) VERT ANG       
 KR1727
 KR1727.Superseded values are not recommended for survey control.
 KR1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1727.See file dsdata.txt to determine how the superseded data were derived.
 KR1727
 KR1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5963961247(NAD 83)
 KR1727_MARKER: DD = SURVEY DISK
 KR1727_SETTING: 80 = SET IN A BOULDER
 KR1727_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KR1727_STAMPING: F.S.M. STATION 50 MAGUIRE ELEV. L.B.L. 1939
 KR1727_MARK LOGO: USFS  
 KR1727_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1727+STABILITY: SURFACE MOTION
 KR1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1727+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1996
 KR1727
 KR1727  HISTORY     - Date     Condition        Report By
 KR1727  HISTORY     - 1939     MONUMENTED       USFS
 KR1727  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KR1727  HISTORY     - 1968     SEE DESCRIPTION  USGS
 KR1727  HISTORY     - 1968     GOOD             USGS
 KR1727  HISTORY     - 19940620 GOOD             NGS
 KR1727  HISTORY     - 19961020 GOOD             CADT
 KR1727
 KR1727                          STATION DESCRIPTION
 KR1727
 KR1727'DESCRIBED BY US FOREST SERVICE 1939 (CL)
 KR1727'LOCATED ABOUT NINE MILES SOUTH AND A LITTLE WEST OF RENO, ON
 KR1727'THE HIGHEST POINT OF A GROUP OF HILLS ABOUT 1.8 MILES AIRLINE
 KR1727'SOUTH 48 DEGREES WEST OF STEAMBOAT SPRINGS.  STATION IS MARKED
 KR1727'BY A STANDARD U.S. DEPARTMENT OF AGRICULTURE AND FOREST SERVICE
 KR1727'MARK.  STAMPED F.S.M. STATION 50 MAGUIRE ELEV. L.B.L. 39 SET
 KR1727'IN A FLAT TOP BOULDER ON THE WEST SIDE OF THE HIGHEST PART OF
 KR1727'THE BOULDER.  IS APPROXIMATELY 100 FEET NORTH OF A GROUP OF
 KR1727'LARGE BOULDERS WHICH PROJECT ABOUT 10 FEET HIGHER THAN THE
 KR1727'IMMEDIATE HILL TOP.
 KR1727'
 KR1727'R.M. NO 1 IS A STANDARD MARK SET IN A LARGE BOULDER WHICH
 KR1727'IS ABOUT FOUR FEET ACROSS ITS TOP AND IS FLUSH ON THE WEST
 KR1727'EDGE AND PROJECTS ABOUT TWO FEET ON ITS EAST EDGE.  IS LOCATED
 KR1727'ABOUT 17 FEET SOUTHEAST OF THE STATION AND ABOUT TWO FET LOWER.
 KR1727'STAMPED MAGUIRE (USFS) NO 2 1946 NOTE 12C.
 KR1727'
 KR1727'R.M. NO 2 IS STANDARD MARK SET IN A BOULDER WHICH PROJECTS
 KR1727'ABOUT EIGHT INCHES ABOVE IMMEDIATE GROUND LEVEL AND IS THE SAME
 KR1727'LEVEL AS THE STATION.  IS ABOUT 14 FEET WEST OF STATION.
 KR1727'STAMPED MAGUIRE (USFS) NO 2 1946
 KR1727'
 KR1727'AZIMUTH MARK IS STATION BROWNS LOCATED AT THE JUNCTION OF U.S.
 KR1727'395 AND STATE 17.  ABOUT 30 FEET EAST OF THE CENTERLINE OF
 KR1727'THE HIGHWAY, ONE PACE NORTH OF A STEEL PIPE CORNER POST, AND
 KR1727'19 FEET WEST OF A CATTLE GUARD.
 KR1727'
 KR1727'REACHED FROM RENO BY GOING SOUTH ON U.S. 395 FOR ABOUT EIGHT
 KR1727'MILES TO THE JUNCTION ON STATE 17, CONTINUE ON 395 FOR 0.15
 KR1727'MILES TO THE JUNCTION OF STATE 27, TURN LEFT ON 27 AND GO 1.6
 KR1727'MILES TO DIM TRACK ROAD LEFT, TURN LEFT ON TRACK ROAD AND GO
 KR1727'1.7 MILES TO A MINE SHACK AND THE END OF TRUCK TRAVEL.  FROM
 KR1727'HERE PACK WEST ALONG THE NORTH SIDE AND THE RIGHT HAND SIDE OF
 KR1727'THE RIDGE FOR ABOUT 30 MINUTES TO THE HIGHEST POINT AND STATION.
 KR1727
 KR1727                          STATION RECOVERY (1951)
 KR1727
 KR1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1727'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 KR1727'A SLIGHT DIFFERENCE IN THE DISTANCE TO REFERENCE MARK NUMBER
 KR1727'1 WAS NOTED.  ALSO DIFFERENCES IN DIRECTIONS TO THE MARKS WERE
 KR1727'NOTED.  A NEW AND BETTER TO REACH WAS FOUND.  A NEW DESCRIPTION
 KR1727'FOLLOWS.
 KR1727'
 KR1727'THE STATION IS LOCATED ABOUT 9 MILES AIR LINE SOUTH-SOUTHWEST
 KR1727'OF RENO AND ABOUT 2 MILES AIRLINE SOUTHWEST OF STEAMBOAT SPRINGS.
 KR1727'IT IS ON THE NORTHEAST ONE OF TWO PROMINENT HILLS AND IS 125
 KR1727'FEET NORTH OF AND 10 FEET LOWER THAN THE HIGHEST POINT.
 KR1727'
 KR1727'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 395 AND STATE
 KR1727'HIGHWAY 27, ABOUT 8 MILES SOUTH OF RENO, GO WESTERLY ON STATE
 KR1727'HIGHWAY 27 FOR 3.25 MILES TO A ROAD LEFT.  TURN LEFT AND GO
 KR1727'0.05 MILE TO A ROAD LEFT.  TURN LEFT AND FOLLOW THE DIRT ROAD
 KR1727'FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 1.0 MILE
 KR1727'TO A FORK.  TAKE THE RIGHT FORK AND GO 0.15 MILE TO A REVERSE
 KR1727'Y.  CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A FORK.  TAKE THE
 KR1727'LEFT FORK AND GO 0.05 MILE.  TURN RIGHT AND PICK WAY UP HILL
 KR1727'FOR 0.25 MILE TO THE END OF TRUCK TRAVEL.  PACK UP THE HILL
 KR1727'TO THE SUMMIT AND THE STATION AS DESCRIBED ABOVE.  A 5-MINUTE
 KR1727'PACK.
 KR1727'
 KR1727'THE STATION MARK IS A BRONZE DISK OF THE DEPARTMENT OF AGRICULTURE,
 KR1727'U.S. FOREST SERVICE.  IT IS CEMENTED IN A DRILL HOLE IN A
 KR1727'BOULDER WHICH IS FLUSH WITH THE GROUND ON THE WEST SIDE AND
 KR1727'PROJECTS 3 FEET ABOVE THE GROUND ON THE EAST SIDE.  THE MARK
 KR1727'IS STAMPED F.S.M. STATION 50 MA GUIRE ELEV. L.B.L. 39.
 KR1727'
 KR1727'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK SET
 KR1727'IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND
 KR1727'ON THE WEST SIDE AND PROJECTS 2 FEET ABOVE THE GROUND ON THE
 KR1727'EAST SIDE.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.  THE
 KR1727'MARK IS STAMPED MAGUIRE USFS NO 1 1946.
 KR1727'
 KR1727'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK SET
 KR1727'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 5 INCHES ABOVE
 KR1727'THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 KR1727'THE MARK IS STAMPED MAGUIRE USFS NO 2 1946.
 KR1727'
 KR1727'TRIANGULATION STATION BROWNS 1946 WAS USED FOR AN AZIMUTH MARK.
 KR1727
 KR1727                          STATION RECOVERY (1968)
 KR1727
 KR1727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (LCK)
 KR1727'TO REACH--FROM THE JUNCTION OF U.S. HIGHWAY 395 AND STATE
 KR1727'HIGHWAY 27, ABOUT 8 MILES SOUTH OF RENO.  GO WESTERLY ON STATE
 KR1727'HIGHWAY 27 FOR 3.1 MILES TO T-RD-S.  TURN LEFT AND FOLLOW
 KR1727'MAIN GRAVEL ROAD FOR 0.7 MILE TO T-RD-SW.  TAKE LEFT FORK FOR
 KR1727'1.1 MILE TO Y-RD AND END OF TRUCK TRAVEL.  PACK UP HILL TO
 KR1727'TOP AND STATION (PACK TIME 10 MINUTES).
 KR1727
 KR1727                          STATION RECOVERY (1968)
 KR1727
 KR1727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR1727'STATION MARK--BRONZE DISC STAMPED---FSM STATION 50 MACGUIRE ELEV. LBL
 KR1727'39---CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSHED WITH THE
 KR1727'GROUND ON THE WEST SIDE AND PROJECTS 3 FT. ABOVE GROUND ON THE EAST
 KR1727'SIDE.
 KR1727
 KR1727                          STATION RECOVERY (1994)
 KR1727
 KR1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 KR1727'RECOVERED AS DESCRIBED.
 KR1727
 KR1727                          STATION RECOVERY (1996)
 KR1727
 KR1727'RECOVERY NOTE BY CALTRANS 1996 (PTD)
 KR1727'THE STATION AND REFERENCE MARK 1 WERE RECOVERED.  REFERENCE MARK 2 WAS
 KR1727'RECOVERED IN A DISTURBED CONDITION.  A NEW TO REACH FOLLOWS.  THE
 KR1727'STATION IS LOCATED IN THE STEAMBOAT HILLS, ABOUT 15 MI (24.1 KM) NORTH
 KR1727'OF CARSON CITY AND 12 MI (19.3 KM) SOUTH OF RENO.  TO REACH THE
 KR1727'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 395 AND STATE HIGHWAYS 341
 KR1727'AND 431, ABOUT 10 MI (16.1 KM) SOUTH OF RENO, GO WEST ON HIGHWAY 431
 KR1727'FOR 0.8 MI (1.3 KM) TO THE NEW ALIGNMENT OF HIGHWAY 395.  CONTINUE
 KR1727'WEST ON HIGHWAY 431 FOR 2.5 MI (4.0 KM) TO A SIDE ROAD LEFT WITH A
 KR1727'MAIL BOX ADDRESS OF 15090.  TURN LEFT AND GO SOUTH ON A DIRT AND
 KR1727'GRAVEL ROAD FOR 0.8 MI (1.3 KM) TO A Y-INTERSECTION.  BEAR LEFT AND GO
 KR1727'SOUTH, UPHILL, AND SOUTHWEST FOR 0.7 MI (1.1 KM) TO A SIDE ROAD LEFT.
 KR1727'CONTINUE SOUTHWEST AND THEN SOUTHEAST ON THE MAIN ROAD FOR 0.2 MI (0.3
 KR1727'KM) TO A SIDE ROAD RIGHT.  CONTINUE SOUTHEAST ON THE MAIN ROAD FOR
 KR1727'0.05 MI (0.08 KM) TO A Y-INTERSECTION.  BEAR RIGHT AND GO SOUTHEAST,
 KR1727'UPHILL, TOWARDS A RADIO TRANSMISSION FACILITY FOR 0.2 MI (0.3 KM) TO A
 KR1727'CHAIN LINK FENCE AND GATE AND THE END OF TRUCK TRAVEL. PACK WEST,
 KR1727'UPHILL, TO THE NORTHEAST ONE OF TWO PROMINENT HILLS AND THE STATION,
 KR1727'ABOUT A 20 MIN PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0505 ***********************************************************************
 MV0505  DESIGNATION -  MAHO
 MV0505  PID         -  MV0505
 MV0505  STATE/COUNTY-  NV/HUMBOLDT
 MV0505  USGS QUAD   -  BEAR BUTTES (1990)
 MV0505
 MV0505                         *CURRENT SURVEY CONTROL
 MV0505  ___________________________________________________________________
 MV0505* NAD 83(1994)-  41 36 57.52962(N)    119 12 53.90177(W)     ADJUSTED  
 MV0505* NAVD 88     -      2092.5    (meters)    6865.     (feet)  VERTCON   
 MV0505  ___________________________________________________________________
 MV0505  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 MV0505  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 MV0505
 MV0505  HORZ ORDER  -  THIRD
 MV0505
 MV0505.The horizontal coordinates were established by classical geodetic methods
 MV0505.and adjusted by the National Geodetic Survey in June 1998..
 MV0505
 MV0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0505
 MV0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0505
 MV0505.The geoid height was determined by GEOID03.
 MV0505
 MV0505;                    North         East     Units Scale Factor Converg.
 MV0505;SPC NV W     - 4,762,242.164   747,359.872   MT  0.99993409   -0 25 10.2
 MV0505;SPC NV W     -15,624,122.83  2,451,963.18   sFT  0.99993409   -0 25 10.2
 MV0505;UTM  11      - 4,609,510.059   315,456.950   MT  1.00001911   -1 28 17.2
 MV0505
 MV0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0505!SPC NV W     -   0.99967514  x   0.99993409  =   0.99960925
 MV0505!UTM  11      -   0.99967514  x   1.00001911  =   0.99969424
 MV0505
 MV0505:                Primary Azimuth Mark                     Grid Az
 MV0505:SPC NV W     -  ALKALI PK                                040 38 22.1
 MV0505:UTM  11      -  ALKALI PK                                041 41 29.1
 MV0505
 MV0505|---------------------------------------------------------------------|
 MV0505| PID    Reference Object                     Distance      Geod. Az  |
 MV0505|                                                           dddmmss.s |
 MV0505| MV0499 ALKALI PK                           APPROX. 9.0 KM 0401311.9 |
 MV0505| CS5033 MAHO RM 2                             6.096 METERS 09935     |
 MV0505|---------------------------------------------------------------------|
 MV0505
 MV0505                          SUPERSEDED SURVEY CONTROL
 MV0505
 MV0505  NAD 83(1992)-  41 36 57.53067(N)    119 12 53.90177(W) AD(       ) 3
 MV0505  NAD 83(1986)-  41 36 57.53029(N)    119 12 53.90361(W) AD(       ) 3
 MV0505  NGVD 29 (11/16/90) 2091.2    (m)         6861.     (f) VERT ANG       
 MV0505
 MV0505.Superseded values are not recommended for survey control.
 MV0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0505.See file dsdata.txt to determine how the superseded data were derived.
 MV0505
 MV0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG1545709510(NAD 83)
 MV0505_MARKER: DS = TRIANGULATION STATION DISK
 MV0505_SETTING: 66 = SET IN ROCK OUTCROP
 MV0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0505+STABILITY: POSITION/ELEVATION WELL
 MV0505
 MV0505  HISTORY     - Date     Condition        Report By
 MV0505  HISTORY     - 1964     MONUMENTED       USGS
 MV0505
 MV0505                          STATION DESCRIPTION
 MV0505
 MV0505'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MV0505'LOCATED ABOUT 39 MI. SW OF DENIO, IN T43N, R24E, THE SUMMIT OF
 MV0505'MAHOGANY MOUNTAIN. REACHED BY HELICOPTER. STATION MARK--STANDARD
 MV0505'TABLET STAMPED---MAHO 1964---CEMENTED IN BOULDER. REFERENCE MARK NO.
 MV0505'1--STANDARD TABLET CEMENTED IN BOULDER, 17.83 FT. FROM STATION MARK IN
 MV0505'DIRECTI---NONE---. REFERENCE MARK NO. 2--STANDARD TABLET CEMENTED IN
 MV0505'BOULDER, 20.00 FT. FROM STATION MARK IN DIRECTI 279 DEGREE 35 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0315 ***********************************************************************
 MV0315  DESIGNATION -  MAHOGANY
 MV0315  PID         -  MV0315
 MV0315  STATE/COUNTY-  NV/HUMBOLDT
 MV0315  USGS QUAD   -  VICKSBURG CANYON (1990)
 MV0315
 MV0315                         *CURRENT SURVEY CONTROL
 MV0315  ___________________________________________________________________
 MV0315* NAD 83(1994)-  41 48 43.99022(N)    118 39 09.85777(W)     ADJUSTED  
 MV0315* NAVD 88     -      2421.1    (meters)    7943.     (feet)  VERTCON   
 MV0315  ___________________________________________________________________
 MV0315  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 MV0315  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 MV0315
 MV0315  HORZ ORDER  -  FIRST
 MV0315
 MV0315.The horizontal coordinates were established by classical geodetic methods
 MV0315.and adjusted by the National Geodetic Survey in June 1998..
 MV0315
 MV0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0315
 MV0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0315
 MV0315.The geoid height was determined by GEOID03.
 MV0315
 MV0315;                    North         East     Units Scale Factor Converg.
 MV0315;SPC NV W     - 4,783,845.432   794,233.450   MT  0.99990041   -0 02 46.6
 MV0315;SPC NV W     -15,694,999.55  2,605,747.58   sFT  0.99990041   -0 02 46.6
 MV0315;UTM  11      - 4,630,247.735   362,720.317   MT  0.99983191   -1 06 07.3
 MV0315
 MV0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0315!SPC NV W     -   0.99962356  x   0.99990041  =   0.99952400
 MV0315!UTM  11      -   0.99962356  x   0.99983191  =   0.99945553
 MV0315
 MV0315|---------------------------------------------------------------------|
 MV0315| PID    Reference Object                     Distance      Geod. Az  |
 MV0315|                                                           dddmmss.s |
 MV0315| CD7916 MAHOGANY RM 1                        10.040 METERS 05417     |
 MV0315| CD7917 MAHOGANY RM 2                         5.877 METERS 15701     |
 MV0315| MV0316 BALD                                APPROX.12.7 KM 3571040.5 |
 MV0315|---------------------------------------------------------------------|
 MV0315
 MV0315                          SUPERSEDED SURVEY CONTROL
 MV0315
 MV0315  NAD 83(1991)-  41 48 43.99154(N)    118 39 09.85685(W) AD(       ) 1
 MV0315  NAD 83(1986)-  41 48 43.99416(N)    118 39 09.85648(W) AD(       ) 1
 MV0315  NAD 27      -  41 48 44.36700(N)    118 39 06.23900(W) AD(       ) 1
 MV0315  NGVD 29 (11/16/90) 2419.8    (m)         7939.     (f) VERT ANG       
 MV0315
 MV0315.Superseded values are not recommended for survey control.
 MV0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0315.See file dsdata.txt to determine how the superseded data were derived.
 MV0315
 MV0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG6272030248(NAD 83)
 MV0315_MARKER: DS = TRIANGULATION STATION DISK
 MV0315_SETTING: 66 = SET IN ROCK OUTCROP
 MV0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0315+STABILITY: POSITION/ELEVATION WELL
 MV0315
 MV0315  HISTORY     - Date     Condition        Report By
 MV0315  HISTORY     - 1935     MONUMENTED       CGS
 MV0315  HISTORY     - 1964     GOOD             USGS
 MV0315
 MV0315                          STATION DESCRIPTION
 MV0315
 MV0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 MV0315'STATION IS ON THE HIGHEST POINT OF THE PEAK AT THE N END OF THE
 MV0315'HIGH COUNTRY IN THE PINE FOREST RANGE, ABOUT 14 MILES, AIRLINE,
 MV0315'S OF THE TOWN OF DENIO, OREGON, AND 4 MILES W OF THE
 MV0315'WINNEMUCCA-DENIO ROAD, AND 2 MILES N OF THE ADAMS MINE ROAD.
 MV0315'
 MV0315'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 MV0315'IN OUTCROPPING BEDROCK.  REFERENCE MARKS
 MV0315'ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 MV0315'
 MV0315'REACHED FROM DENIO, OREGON, AS FOLLOWS--GO S ON THE WINNEMUCCA
 MV0315'ROAD 17.6 MILES, TURN RIGHT, W, AT TWO MAIL BOXES, ONE A TRUNK
 MV0315'AND THE OTHER AN OIL BARREL, AND GO W 1.9 MILES.  TAKE THE RIGHT
 MV0315'FORK JUST BEFORE REACHING THE RANCH HOUSE, AND GO NW INTO AND
 MV0315'UP THE CANYON 4.4 MILES, TURN RIGHT LEAVING THE ROAD AT A
 MV0315'SMALL CULVERT AT A SHARP LEFT TURN IN THE ROAD, AND GO ACROSS
 MV0315'COUNTRY N 1.0 MILE TO THE ROCKS AT THE BASE OF THE PEAK.  FROM
 MV0315'HERE PACK N UP THE RIDGE TO THE HIGHEST POINT OF THE MOUNTAIN
 MV0315'AND STATION.  A 1 HOUR PACK.
 MV0315
 MV0315                          STATION RECOVERY (1964)
 MV0315
 MV0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MV0315'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41118-4 STATION 1005.
 MV0315'STATION MARK--STANDARD DISC WEDGED IN A DRILL HOLE IN OUTCROPPING
 MV0315'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0359 ***********************************************************************
 MV0359  DESIGNATION -  MAHONGANY
 MV0359  PID         -  MV0359
 MV0359  STATE/COUNTY-  NV/WASHOE
 MV0359  USGS QUAD   -  MAHOGANY MTN (1980)
 MV0359
 MV0359                         *CURRENT SURVEY CONTROL
 MV0359  ___________________________________________________________________
 MV0359* NAD 83(1994)-  41 17 49.83906(N)    119 28 25.01099(W)     ADJUSTED  
 MV0359* NAVD 88     -      2128.75   (+/-2cm)    6984.1    (feet)  VERTCON   
 MV0359  ___________________________________________________________________
 MV0359  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 MV0359  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 MV0359
 MV0359  HORZ ORDER  -  SECOND
 MV0359  VERT ORDER  -  THIRD ? (See Below)
 MV0359
 MV0359.The horizontal coordinates were established by classical geodetic methods
 MV0359.and adjusted by the National Geodetic Survey in June 1998..
 MV0359
 MV0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0359.The vertical order pertains to the NGVD 29 superseded value.
 MV0359
 MV0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0359
 MV0359.The geoid height was determined by GEOID03.
 MV0359
 MV0359;                    North         East     Units Scale Factor Converg.
 MV0359;SPC NV W     - 4,727,028.179   725,440.564   MT  0.99996839   -0 35 15.3
 MV0359;SPC NV W     -15,508,591.62  2,380,049.58   sFT  0.99996839   -0 35 15.3
 MV0359;UTM  11      - 4,574,698.901   292,894.045   MT  1.00012791   -1 37 59.1
 MV0359
 MV0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0359!SPC NV W     -   0.99966954  x   0.99996839  =   0.99963794
 MV0359!UTM  11      -   0.99966954  x   1.00012791  =   0.99979741
 MV0359
 MV0359:                Primary Azimuth Mark                     Grid Az
 MV0359:SPC NV W     -  HART                                     260 58 05.0
 MV0359:UTM  11      -  HART                                     262 00 48.8
 MV0359
 MV0359|---------------------------------------------------------------------|
 MV0359| PID    Reference Object                     Distance      Geod. Az  |
 MV0359|                                                           dddmmss.s |
 MV0359| MV0362 HART                                APPROX. 9.5 KM 2602249.7 |
 MV0359|---------------------------------------------------------------------|
 MV0359
 MV0359                          SUPERSEDED SURVEY CONTROL
 MV0359
 MV0359  NAD 83(1992)-  41 17 49.84095(N)    119 28 25.01345(W) AD(       ) 2
 MV0359  NAD 83(1986)-  41 17 49.84588(N)    119 28 25.01548(W) AD(       ) 2
 MV0359  NAD 27      -  41 17 50.21948(N)    119 28 21.30594(W) AD(       ) 2
 MV0359  NGVD 29 (07/19/86) 2127.50   (m)         6980.0    (f) LEVELING    3  
 MV0359
 MV0359.Superseded values are not recommended for survey control.
 MV0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0359.See file dsdata.txt to determine how the superseded data were derived.
 MV0359
 MV0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF9289474699(NAD 83)
 MV0359_MARKER: DD = SURVEY DISK
 MV0359_SETTING: 66 = SET IN ROCK OUTCROP
 MV0359_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 MV0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0359+STABILITY: POSITION/ELEVATION WELL
 MV0359
 MV0359  HISTORY     - Date     Condition        Report By
 MV0359  HISTORY     - 1966     MONUMENTED       USGS
 MV0359
 MV0359                          STATION DESCRIPTION
 MV0359
 MV0359'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DHK)
 MV0359'LOCATED ABOUT 29 MI. SE. OF VYA.  10 MI. DUE W. OF HIGH ROCK
 MV0359'LAKE.  9 MI. W. OF THE WASHOE-HUMBOLDT COUNTY LINE.  135 FT. N. OF
 MV0359'AN E.-W. FENCELINE.  ON A BARE, PROMINENT TOP AT THE HEAD OF
 MV0359'MAHOGANY CREEK.
 MV0359'
 MV0359'REACHED BY HELICOPTER.
 MV0359'
 MV0359'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED MAHOGANY 1966
 MV0359'CEMENTED IN A DRILL HOLE IN ROCK.
 MV0359'
 MV0359'REFERENCE MARKS--NONE.
 MV0359'
 MV0359'CAIRN IS 22.6 FT. FROM STATION MARK S 46 DEG 19 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0694 ***********************************************************************
 MU0694  DESIGNATION -  MAID
 MU0694  PID         -  MU0694
 MU0694  STATE/COUNTY-  NV/HUMBOLDT
 MU0694  USGS QUAD   -  MAIDEN BUTTE (1980)
 MU0694
 MU0694                         *CURRENT SURVEY CONTROL
 MU0694  ___________________________________________________________________
 MU0694* NAD 83(1994)-  41 48 09.80678(N)    117 09 35.10334(W)     ADJUSTED  
 MU0694* NAVD 88     -      1856.0    (meters)    6089.     (feet)  VERTCON   
 MU0694  ___________________________________________________________________
 MU0694  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 MU0694  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 MU0694
 MU0694  HORZ ORDER  -  THIRD
 MU0694
 MU0694.The horizontal coordinates were established by classical geodetic methods
 MU0694.and adjusted by the National Geodetic Survey in June 1998..
 MU0694
 MU0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0694
 MU0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0694
 MU0694.The geoid height was determined by GEOID03.
 MU0694
 MU0694;                    North         East     Units Scale Factor Converg.
 MU0694;SPC NV W     - 4,783,768.274   918,298.028   MT  1.00007216   +0 56 56.5
 MU0694;SPC NV W     -15,694,746.41  3,012,782.78   sFT  1.00007216   +0 56 56.5
 MU0694;UTM  11      - 4,627,885.618   486,729.021   MT  0.99960217   -0 06 23.3
 MU0694
 MU0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0694!SPC NV W     -   0.99971181  x   1.00007216  =   0.99978395
 MU0694!UTM  11      -   0.99971181  x   0.99960217  =   0.99931409
 MU0694
 MU0694:                Primary Azimuth Mark                     Grid Az
 MU0694:SPC NV W     -  CALICO                                   286 37 43.2
 MU0694:UTM  11      -  CALICO                                   287 41 03.0
 MU0694
 MU0694|---------------------------------------------------------------------|
 MU0694| PID    Reference Object                     Distance      Geod. Az  |
 MU0694|                                                           dddmmss.s |
 MU0694| MU0420 CALICO                              APPROX.13.0 KM 2873439.7 |
 MU0694|---------------------------------------------------------------------|
 MU0694
 MU0694                          SUPERSEDED SURVEY CONTROL
 MU0694
 MU0694  NAD 83(1991)-  41 48 09.80615(N)    117 09 35.11337(W) AD(       ) 3
 MU0694  NAD 83(1986)-  41 48 09.81145(N)    117 09 35.11749(W) AD(       ) 3
 MU0694  NGVD 29 (11/08/90) 1854.8    (m)         6085.     (f) VERT ANG       
 MU0694
 MU0694.Superseded values are not recommended for survey control.
 MU0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0694.See file dsdata.txt to determine how the superseded data were derived.
 MU0694
 MU0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG8672927886(NAD 83)
 MU0694_MARKER: DB = BENCH MARK DISK
 MU0694_SETTING: 66 = SET IN ROCK OUTCROP
 MU0694_SP_SET: SET IN BEDROCK
 MU0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0694+STABILITY: POSITION/ELEVATION WELL
 MU0694
 MU0694  HISTORY     - Date     Condition        Report By
 MU0694  HISTORY     - 1975     MONUMENTED       USGS
 MU0694
 MU0694                          STATION DESCRIPTION
 MU0694
 MU0694'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 MU0694'LOCATED ABOUT 34 MI NE. OF PARADISE VALLEY, ABOUT 9 MI NE. OF
 MU0694'GREELY CROSSING, ABOUT 6 MI SE. OF CALICO RANCH.
 MU0694'
 MU0694'TO REACH FROM GREELY CROSSING, GO 7.2 MI N. ALONG MAIN RD. TO
 MU0694'CATTLEGUARD AND SIGN TWIN VALLEY SPRINGS.  TURN RIGHT E. 4.2 MI
 MU0694'ON MAIN RD. TO FENCE AND GATE, PASS THROUGH GATE AND TURN LEFT
 MU0694'(N.) ALONG EAST SIDE OF FENCE 2.45 MI TO SUMMIT OF HILL.  TURN
 MU0694'RIGHT (E.) 0.15 MI TO TOP AND STATION.
 MU0694'
 MU0694'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---VABM MAID 1975---,
 MU0694'IN BEDROCK ABOUT LEVEL WITH GROUND.
 MU0694'
 MU0694'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0096 ***********************************************************************
 HQ0096  DESIGNATION -  MAIN LAKE
 HQ0096  PID         -  HQ0096
 HQ0096  STATE/COUNTY-  NV/NYE
 HQ0096  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0096
 HQ0096                         *CURRENT SURVEY CONTROL
 HQ0096  ___________________________________________________________________
 HQ0096* NAD 83(1994)-  37 50 36.48785(N)    116 43 47.59359(W)     ADJUSTED  
 HQ0096* NAVD 88     -      1626.098  (meters)    5334.96   (feet)  ADJUSTED  
 HQ0096  ___________________________________________________________________
 HQ0096  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 HQ0096  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0096  DYNAMIC HT  -        1624.283 (meters)    5329.00  (feet)  COMP
 HQ0096  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 HQ0096
 HQ0096  HORZ ORDER  -  FIRST
 HQ0096  VERT ORDER  -  FIRST     CLASS II
 HQ0096
 HQ0096.The horizontal coordinates were established by classical geodetic methods
 HQ0096.and adjusted by the National Geodetic Survey in June 1998..
 HQ0096
 HQ0096.The orthometric height was determined by differential leveling
 HQ0096.and adjusted by the National Geodetic Survey in June 1991..
 HQ0096
 HQ0096.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0096
 HQ0096.The geoid height was determined by GEOID03.
 HQ0096
 HQ0096.The dynamic height is computed by dividing the NAVD 88
 HQ0096.geopotential number by the normal gravity value computed on the
 HQ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0096.degrees latitude (g = 980.6199 gals.).
 HQ0096
 HQ0096.The modeled gravity was interpolated from observed gravity values.
 HQ0096
 HQ0096;                    North         East     Units Scale Factor Converg.
 HQ0096;SPC NV C     - 6,343,233.071   494,435.967   MT  0.99990038   -0 02 19.6
 HQ0096;SPC NV C     -20,811,090.50  1,622,162.00   sFT  0.99990038   -0 02 19.6
 HQ0096;UTM  11      - 4,188,482.163   523,765.531   MT  0.99960696   +0 09 56.6
 HQ0096
 HQ0096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0096!SPC NV C     -   0.99974886  x   0.99990038  =   0.99964927
 HQ0096!UTM  11      -   0.99974886  x   0.99960696  =   0.99935592
 HQ0096
 HQ0096|---------------------------------------------------------------------|
 HQ0096| PID    Reference Object                     Distance      Geod. Az  |
 HQ0096|                                                           dddmmss.s |
 HQ0096| HQ0097 MAIN LAKE RM 1                       13.808 METERS 05537     |
 HQ0096| HQ0095 MAIN LAKE RADAR REFLECTOR             9.875 METERS 07718     |
 HQ0096| HQ0048 MASTER LAUNCHER                     APPROX. 2.0 KM 0811706.9 |
 HQ0096| HQ0060 REB TARGET                          APPROX. 0.6 KM 1644537.4 |
 HQ0096| HQ0098 MAIN LAKE RM 2                       15.255 METERS 28744     |
 HQ0096| HQ0008 FORK                                APPROX. 1.6 KM 2893913.2 |
 HQ0096|---------------------------------------------------------------------|
 HQ0096
 HQ0096                          SUPERSEDED SURVEY CONTROL
 HQ0096
 HQ0096  NAD 83(1986)-  37 50 36.48455(N)    116 43 47.60173(W) AD(       ) 1
 HQ0096  NAD 27      -  37 50 36.71085(N)    116 43 44.37431(W) AD(       ) 1
 HQ0096  NGVD 29 (07/19/86) 1625.00   (m)         5331.4    (f) LEVELING    3  
 HQ0096
 HQ0096.Superseded values are not recommended for survey control.
 HQ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0096.See file dsdata.txt to determine how the superseded data were derived.
 HQ0096
 HQ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2376688482(NAD 83)
 HQ0096_MARKER: DB = BENCH MARK DISK
 HQ0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0096_STAMPING: MAIN LAKE 1968
 HQ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0096+STABILITY: SURFACE MOTION
 HQ0096
 HQ0096  HISTORY     - Date     Condition        Report By
 HQ0096  HISTORY     - 1968     MONUMENTED       CGS
 HQ0096  HISTORY     - 1968     GOOD             CGS
 HQ0096
 HQ0096                          STATION DESCRIPTION
 HQ0096
 HQ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0096'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS
 HQ0096'LOCATED, AIRLINE, ABOUT 30 MILES SOUTH-SOUTHEAST OF TONOPAH,
 HQ0096'ABOUT 4 MILES NORTH-NORTHEAST OF THE TEST RANGE HEADQUARTERS,
 HQ0096'3-1/2 MILES SOUTHEAST OF THE NORTH GUARD GATE WHICH IS KNOWN
 HQ0096'AS POINT ABLE AND ON A DRY LAKE BED CALLED MAIN LAKE.
 HQ0096'
 HQ0096'TO REACH THE STATION FROM THE 4 POINT INTERSECTION JUST NORTHEAST
 HQ0096'OF THE TEST RANGE HEADQUARTERS, GO NORTHEAST ON A SURFACED
 HQ0096'ROAD FOR 3.25 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 HQ0096'NORTH FOR 0.35 MILE TO THE EDGE OF THE DRY LAKE BED, CONTINUE
 HQ0096'NORTH ACROSS THE DRY LAKE BED FOR 0.65 MILE TO A SANDBAGGED
 HQ0096'BUNKER AND THE STATION AS DESCRIBED.
 HQ0096'
 HQ0096'THE STATION MARK IS A STANDARD DISK, STAMPED MAIN LAKE 1968,
 HQ0096'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 HQ0096'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 12.1 FEET SOUTH OF THE
 HQ0096'DOOR OF THE SANDBAGGED BUNKER AND DIRECTLY UNDER AN A FRAME
 HQ0096'SUPPORTED TELESCOPING METAL PIPE WHICH IS THREADED ON THE TOP
 HQ0096'TO RECEIVE AN OBSERVING PLATE.  THE PIPE PROJECTS ABOUT 12
 HQ0096'FEET AND IS SURROUNDED BY A WOODEN OBSERVING PLATFORM.
 HQ0096'
 HQ0096'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MAIN LAKE NO
 HQ0096'1 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 HQ0096'FLUSH WITH THE GROUND SURFACE.  IT IS 32.8 FEET EAST OF THE
 HQ0096'EAST SIDE OF THE BUNKER.
 HQ0096'
 HQ0096'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MAIN LAKE NO 2
 HQ0096'1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 HQ0096'WITH THE GROUND SURFACE.  IT IS 31.0 FEET WEST OF THE NORTHWEST
 HQ0096'CORNER OF THE BUNKER.
 HQ0096'
 HQ0096'TRAVERSE STATION DISK, STAMPED MAIN LAKE RADAR REFLECTOR
 HQ0096'1968, CEMENTED IN THE CENTER OF THE CONCRETE BASE OF A
 HQ0096'CHIRSTMAS TREE TARGET.  IT IS 24 FEET SOUTHEAST OF THE SOUTHEAST
 HQ0096'CORNER OF THE SANDBAGGED BUNKER.
 HQ0096'
 HQ0096'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS DUE TO THE BUNKER
 HQ0096'ON LINE.
 HQ0096'
 HQ0096'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 HQ0096'
 HQ0096'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HQ0096
 HQ0096                          STATION RECOVERY (1968)
 HQ0096
 HQ0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0096'30 MI SSE FROM TONOPAH.
 HQ0096'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS
 HQ0096'LOCATED, AIRLINE, ABOUT 30 MILES SOUTH-SOUTHEAST OF TONOPAH,
 HQ0096'ABOUT 4 MILES NORTH-NE OF THE TEST RANGE HEADQUARTERS, 3 1/2
 HQ0096'MILES SOUTHEAST OF THE NORTH GUARD GATE WHICH IS KNOWN AS POINT
 HQ0096'ABLE AND ON A DRY LAKE BED CALLED MAIN LAKE.  TO REACH THE
 HQ0096'STATION FROM THE 4 POINT INTERSECTION JUST NORTHEAST OF THE
 HQ0096'TEST RANGE HEADQUARTERS, GO NE ON A SURFACED ROAD FOR 3.25 MILES
 HQ0096'TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.35 MILE TO
 HQ0096'THE EDGE OF THE DRY LAKE BED, CONTINUE NORTH ACROSS THE DRY
 HQ0096'LAKE BED FOR 0.65 MILE TO A SANDBAGGED BUNKER AND THE STATION
 HQ0096'AS DESCRIBED.  SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 HQ0096'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  12.1 FT
 HQ0096'SOUTH OF THE DOOR OF THE SANDBAGGED BUNKER AND DIRECTLY UNDER
 HQ0096'AN A FRAME SUPPORTED TELESCOPING METAL PIPE WHICH IS THREADED
 HQ0096'ON THE TOP TO RECEIVE AN OBSERVING PLATE.  THE PIPE PROJECTS
 HQ0096'ABOUT 12 FEET AND IS SURROUNDED BY A WOODEN OBSERVING PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0095 ***********************************************************************
 HQ0095  DESIGNATION -  MAIN LAKE RADAR REFLECTOR
 HQ0095  PID         -  HQ0095
 HQ0095  STATE/COUNTY-  NV/NYE
 HQ0095  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0095
 HQ0095                         *CURRENT SURVEY CONTROL
 HQ0095  ___________________________________________________________________
 HQ0095* NAD 83(1994)-  37 50 36.55829(N)    116 43 47.19958(W)     ADJUSTED  
 HQ0095* NAVD 88     -      1625.992  (meters)    5334.61   (feet)  ADJUSTED  
 HQ0095  ___________________________________________________________________
 HQ0095  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 HQ0095  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0095  DYNAMIC HT  -        1624.177 (meters)    5328.65  (feet)  COMP
 HQ0095  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 HQ0095
 HQ0095  HORZ ORDER  -  SECOND
 HQ0095  VERT ORDER  -  FIRST     CLASS II
 HQ0095
 HQ0095.The horizontal coordinates were established by classical geodetic methods
 HQ0095.and adjusted by the National Geodetic Survey in June 1998..
 HQ0095
 HQ0095.The orthometric height was determined by differential leveling
 HQ0095.and adjusted by the National Geodetic Survey in June 1991..
 HQ0095
 HQ0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0095
 HQ0095.The geoid height was determined by GEOID03.
 HQ0095
 HQ0095.The dynamic height is computed by dividing the NAVD 88
 HQ0095.geopotential number by the normal gravity value computed on the
 HQ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0095.degrees latitude (g = 980.6199 gals.).
 HQ0095
 HQ0095.The modeled gravity was interpolated from observed gravity values.
 HQ0095
 HQ0095;                    North         East     Units Scale Factor Converg.
 HQ0095;SPC NV C     - 6,343,235.237   494,445.601   MT  0.99990038   -0 02 19.4
 HQ0095;SPC NV C     -20,811,097.61  1,622,193.61   sFT  0.99990038   -0 02 19.4
 HQ0095;UTM  11      - 4,188,484.362   523,775.155   MT  0.99960696   +0 09 56.8
 HQ0095
 HQ0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0095!SPC NV C     -   0.99974888  x   0.99990038  =   0.99964928
 HQ0095!UTM  11      -   0.99974888  x   0.99960696  =   0.99935594
 HQ0095
 HQ0095                          SUPERSEDED SURVEY CONTROL
 HQ0095
 HQ0095  NAD 83(1986)-  37 50 36.55499(N)    116 43 47.20773(W) AD(       ) 2
 HQ0095  NAD 27      -  37 50 36.78123(N)    116 43 43.98031(W) AD(       ) 2
 HQ0095  NGVD 29 (07/19/86) 1624.89   (m)         5331.0    (f) LEVELING    3  
 HQ0095
 HQ0095.Superseded values are not recommended for survey control.
 HQ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0095.See file dsdata.txt to determine how the superseded data were derived.
 HQ0095
 HQ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2377588484(NAD 83)
 HQ0095_MARKER: DE = TRAVERSE STATION DISK
 HQ0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0095_SP_SET: CONCRETE BASE
 HQ0095_STAMPING: MAIN LAKE RADAR REFLECTOR 1968
 HQ0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0095
 HQ0095  HISTORY     - Date     Condition        Report By
 HQ0095  HISTORY     - 1968     MONUMENTED       CGS
 HQ0095  HISTORY     - 1968     GOOD             CGS
 HQ0095
 HQ0095                          STATION DESCRIPTION
 HQ0095
 HQ0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0095'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS
 HQ0095'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 4-1/4 MILES
 HQ0095'NORTHEAST OF THE TEST RANGE HEADQUARTERS, 3-1/2 MILES SOUTHEAST
 HQ0095'OF THE NORTH GUARD GATE, KNOWN AS POINT ABLE, AND 22 FEET
 HQ0095'SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING NUMBER 10-00.
 HQ0095'
 HQ0095'THE POINT TRAVERSED TO IS A STANDARD TRAVERSE STATION DISK,
 HQ0095'STAMPED MAIN LAKE RADAR REFLECTOR 1968, CEMENTED IN A DRILL
 HQ0095'HOLE IN THE CONCRETE FOUNDATION OF A REFLECTOR-TYPE TARGET
 HQ0095'WHICH IS ABOUT 10 FEET HIGH.  THE TRAVERSE STATION IS IN
 HQ0095'THE CENTER OF THE BASE OF THE REFLECTOR-TYPE TARGET.
 HQ0095'
 HQ0095'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HQ0095'MAIN LAKE, DISTANCE BEING 9.875 METERS OR (32.40 FEET) WEST.
 HQ0095
 HQ0095                          STATION RECOVERY (1968)
 HQ0095
 HQ0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0095'30 MI SSE FROM TONOPAH.
 HQ0095'IT IS 24 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SANDBAGGED
 HQ0095'BUNKER.  CEMENTED IN A DRILL HOLE IN THE CENTER OF THE CONCRETE
 HQ0095'BASE OF A CHRISTMAS TREE TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0097 ***********************************************************************
 HQ0097  DESIGNATION -  MAIN LAKE RM 1
 HQ0097  PID         -  HQ0097
 HQ0097  STATE/COUNTY-  NV/NYE
 HQ0097  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0097
 HQ0097                         *CURRENT SURVEY CONTROL
 HQ0097  ___________________________________________________________________
 HQ0097* NAD 83(1986)-  37 50 38.     (N)    116 43 38.     (W)     SCALED    
 HQ0097* NAVD 88     -      1625.959  (meters)    5334.50   (feet)  ADJUSTED  
 HQ0097  ___________________________________________________________________
 HQ0097  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0097  DYNAMIC HT  -        1624.144 (meters)    5328.55  (feet)  COMP
 HQ0097  MODELED GRAV-     979,456.3   (mgal)                       NAVD 88
 HQ0097
 HQ0097  VERT ORDER  -  FIRST     CLASS II
 HQ0097
 HQ0097.The horizontal coordinates were scaled from a topographic map and have
 HQ0097.an estimated accuracy of +/- 6 seconds.
 HQ0097
 HQ0097.The orthometric height was determined by differential leveling
 HQ0097.and adjusted by the National Geodetic Survey in June 1991..
 HQ0097
 HQ0097.The geoid height was determined by GEOID03.
 HQ0097
 HQ0097.The dynamic height is computed by dividing the NAVD 88
 HQ0097.geopotential number by the normal gravity value computed on the
 HQ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0097.degrees latitude (g = 980.6199 gals.).
 HQ0097
 HQ0097.The modeled gravity was interpolated from observed gravity values.
 HQ0097
 HQ0097;                    North         East    Units  Estimated Accuracy
 HQ0097;SPC NV C     - 6,343,280.      494,670.      MT  (+/- 180 meters Scaled)
 HQ0097
 HQ0097                          SUPERSEDED SURVEY CONTROL
 HQ0097
 HQ0097.No superseded survey control is available for this station.
 HQ0097
 HQ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB240885(NAD 83)
 HQ0097_MARKER: DB = BENCH MARK DISK
 HQ0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0097_STAMPING: MAIN LAKE NO 1 1968
 HQ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0097+STABILITY: SURFACE MOTION
 HQ0097
 HQ0097  HISTORY     - Date     Condition        Report By
 HQ0097  HISTORY     - 1968     MONUMENTED       CGS
 HQ0097
 HQ0097                          STATION DESCRIPTION
 HQ0097
 HQ0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0097'30 MI SSE FROM TONOPAH.
 HQ0097'32.8 FEET EAST OF THE EAST SIDE OF THE BUNKER.  SET IN THE
 HQ0097'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 HQ0097'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0098 ***********************************************************************
 HQ0098  DESIGNATION -  MAIN LAKE RM 2
 HQ0098  PID         -  HQ0098
 HQ0098  STATE/COUNTY-  NV/NYE
 HQ0098  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0098
 HQ0098                         *CURRENT SURVEY CONTROL
 HQ0098  ___________________________________________________________________
 HQ0098* NAD 83(1986)-  37 50 39.     (N)    116 43 38.     (W)     SCALED    
 HQ0098* NAVD 88     -      1625.936  (meters)    5334.43   (feet)  ADJUSTED  
 HQ0098  ___________________________________________________________________
 HQ0098  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0098  DYNAMIC HT  -        1624.121 (meters)    5328.47  (feet)  COMP
 HQ0098  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 HQ0098
 HQ0098  VERT ORDER  -  FIRST     CLASS II
 HQ0098
 HQ0098.The horizontal coordinates were scaled from a topographic map and have
 HQ0098.an estimated accuracy of +/- 6 seconds.
 HQ0098
 HQ0098.The orthometric height was determined by differential leveling
 HQ0098.and adjusted by the National Geodetic Survey in June 1991..
 HQ0098
 HQ0098.The geoid height was determined by GEOID03.
 HQ0098
 HQ0098.The dynamic height is computed by dividing the NAVD 88
 HQ0098.geopotential number by the normal gravity value computed on the
 HQ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0098.degrees latitude (g = 980.6199 gals.).
 HQ0098
 HQ0098.The modeled gravity was interpolated from observed gravity values.
 HQ0098
 HQ0098;                    North         East    Units  Estimated Accuracy
 HQ0098;SPC NV C     - 6,343,310.      494,670.      MT  (+/- 180 meters Scaled)
 HQ0098
 HQ0098                          SUPERSEDED SURVEY CONTROL
 HQ0098
 HQ0098.No superseded survey control is available for this station.
 HQ0098
 HQ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB240885(NAD 83)
 HQ0098_MARKER: DR = REFERENCE MARK DISK
 HQ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0098_STAMPING: MAIN LAKE NO 2 1968
 HQ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0098+STABILITY: SURFACE MOTION
 HQ0098
 HQ0098  HISTORY     - Date     Condition        Report By
 HQ0098  HISTORY     - 1968     MONUMENTED       CGS
 HQ0098
 HQ0098                          STATION DESCRIPTION
 HQ0098
 HQ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0098'AT TONOPAH TEST RANGE.
 HQ0098'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 HQ0098'GROUND SURFACE.  IT IS 31.0 FEET WEST OF THE NORTHWEST OF THE
 HQ0098'NORTHWEST CORNER OF THE BUNKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0373 ***********************************************************************
 JP0373  DESIGNATION -  MAJOR
 JP0373  PID         -  JP0373
 JP0373  STATE/COUNTY-  NV/WHITE PINE
 JP0373  USGS QUAD   -  HORSE CAMP SPRINGS (1973)
 JP0373
 JP0373                         *CURRENT SURVEY CONTROL
 JP0373  ___________________________________________________________________
 JP0373* NAD 83(1994)-  38 54 18.57743(N)    114 37 39.44368(W)     ADJUSTED  
 JP0373* NAVD 88     -      3029.4    (meters)    9939.     (feet)  VERTCON   
 JP0373  ___________________________________________________________________
 JP0373  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 JP0373  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 JP0373
 JP0373  HORZ ORDER  -  FIRST
 JP0373
 JP0373.The horizontal coordinates were established by classical geodetic methods
 JP0373.and adjusted by the National Geodetic Survey in June 1998..
 JP0373
 JP0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0373
 JP0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0373
 JP0373.The geoid height was determined by GEOID03.
 JP0373
 JP0373;                    North         East     Units Scale Factor Converg.
 JP0373;SPC NV E     - 8,461,505.170   282,892.667   MT  0.99998458   +0 36 00.9
 JP0373;SPC NV E     -27,760,788.21    928,123.69   sFT  0.99998458   +0 36 00.9
 JP0373;UTM  11      - 4,308,927.793   705,714.765   MT  1.00012113   +1 29 25.6
 JP0373
 JP0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0373!SPC NV E     -   0.99952820  x   0.99998458  =   0.99951279
 JP0373!UTM  11      -   0.99952820  x   1.00012113  =   0.99964927
 JP0373
 JP0373:                Primary Azimuth Mark                     Grid Az
 JP0373:SPC NV E     -  MAJORS PLACE E END HIGH ROOF             015 44 16.9
 JP0373:UTM  11      -  MAJORS PLACE E END HIGH ROOF             014 50 52.2
 JP0373
 JP0373|---------------------------------------------------------------------|
 JP0373| PID    Reference Object                     Distance      Geod. Az  |
 JP0373|                                                           dddmmss.s |
 JP0373| KP0338 MAJORS PLACE E END HIGH ROOF        APPROX.13.8 KM 0162017.8 |
 JP0373| DD6215 MAJOR RM 1                           12.859 METERS 03611     |
 JP0373| KP0325 CRYSTAL QUEEN MINE ELEV SHAFT       APPROX.23.9 KM 0392258.1 |
 JP0373| KP0324 OSCEOLA MINE SILVER TANK            APPROX.28.9 KM 0434734.8 |
 JP0373| DD6214 MAJOR AZ MK                                        1382314.1 |
 JP0373| DD6216 MAJOR RM 2                            7.193 METERS 29138     |
 JP0373|---------------------------------------------------------------------|
 JP0373
 JP0373                          SUPERSEDED SURVEY CONTROL
 JP0373
 JP0373  NAD 83(1994)-  38 54 18.57738(N)    114 37 39.44379(W) AD(       ) 1
 JP0373  NAD 83(1986)-  38 54 18.57391(N)    114 37 39.45266(W) AD(       ) 1
 JP0373  NAD 27      -  38 54 18.77000(N)    114 37 36.43200(W) AD(       ) 1
 JP0373  NGVD 29 (07/19/86) 3028.0    (m)         9934.     (f) VERT ANG       
 JP0373
 JP0373.Superseded values are not recommended for survey control.
 JP0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0373.See file dsdata.txt to determine how the superseded data were derived.
 JP0373
 JP0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD0571508928(NAD 83)
 JP0373_MARKER: DS = TRIANGULATION STATION DISK
 JP0373_SETTING: 66 = SET IN ROCK OUTCROP
 JP0373_SP_SET: PARTIALLY EXPOSED BEDROCK
 JP0373
 JP0373  HISTORY     - Date     Condition        Report By
 JP0373  HISTORY     - 1944     MONUMENTED       CGS
 JP0373
 JP0373                          STATION DESCRIPTION
 JP0373
 JP0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 JP0373'STATION IS ABOUT 26 MILES (AIR LINE) SSE OF ELY AND ABOUT
 JP0373'8 MILES (AIR LINE) SSW OF MAJORS PLACE.  IT IS ON THE E
 JP0373'END OF A HIGH TIMBERED RIM WHICH IS THE HIGHEST POINT IN
 JP0373'THE VICINITY.
 JP0373'
 JP0373'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK AND IS
 JP0373'STAMPED MAJOR 1944.  IT IS 8 FEET WSW OF THE EDGE OF A 4-FOOT
 JP0373'LEDGE, 13-1/2 FEET E OF A 4-FOOT CAIRN, 240 FEET E OF THE
 JP0373'HIGHEST POINT OF THE MOUNTAIN AND ABOUT 30 FEET BELOW IT.
 JP0373'
 JP0373'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 JP0373'AND IS STAMPED MAJOR NO 1 1944.  IT IS 3 FEET SSE OF THE
 JP0373'EDGE OF A 7-FOOT LEDGE AND ABOUT 3-1/2 FEET LOWER IN ELEVATION
 JP0373'THAN THE STATION MARK.
 JP0373'
 JP0373'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 JP0373'FLUSH WITH THE SURROUNDING SURFACE.  IT IS AT ABOUT THE
 JP0373'SAME ELEVATION AS THE STATION MARK AND IS STAMPED MAJOR
 JP0373'NO 2 1944.
 JP0373'
 JP0373'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK AND IS
 JP0373'STAMPED MAJOR 1944.  IT IS 3 INCHES E OF THE EDGE OF AN 8-INCH
 JP0373'LEDGE, 10 FEET NNW OF A WITNESS POST, AND 67 FEET NE OF A
 JP0373'TRACK ROAD.
 JP0373'
 JP0373'TO REACH STATION FROM MAJORS PLACE ABOUT 21-1/2 MILES (AIR LINE)
 JP0373'SE OF ELY, GO S ON U.S. HIGHWAY 93 FOR 12.9 MILES TO CULVERT
 JP0373'MARKER A-355+70, THEN CONTINUE 0.2 MILE TO A TRACK CROSS
 JP0373'ROAD.  HERE TAKE THE RIGHT FORK FOR 3.9 MILES TO THE AZIMUTH-MARK
 JP0373'WITNESS POST ON THE RIGHT ABOUT 32 PACES ACROSS THE WASH.
 JP0373'FROM HERE CONTINUE 1.1 MILES TO THE END OF TRUCK TRAVEL ABOUT
 JP0373'0.1 MILE E OF AN ALUMINUM WATER TANK AND TROUGH ON THE N
 JP0373'SLOPE OF A LOW SAGE-COVERED RIDGE.  FROM HERE PACK W ABOUT
 JP0373'1-1/2 MILES OVER ROLLING SAGE-COVERED HILLS KEEPING TO THE
 JP0373'RIGHT OR S OF THE MAIN CANYON AND UP THE SLOPE INTO THE
 JP0373'SADDLE ON THE MAIN RIDGE.  FROM HERE PACK RIGHT OR N UP THE
 JP0373'MAIN RIDGE FOR ABOUT 3/4 MILE TO THE HIGHEST POINT OF
 JP0373'THE MOUNTAIN.  THE STATION IS ABOUT 80 PACES E OF THIS POINT.
 JP0373'
 JP0373'NOTE--LINES BETWEEN 230 DEG AND 349 DEG FROM INITIAL STATION
 JP0373'CLEVE CREEK WILL NOT CLEAR.
 JP0373'
 JP0373'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0652 ***********************************************************************
 LQ0652  DESIGNATION -  MAJORS
 LQ0652  PID         -  LQ0652
 LQ0652  STATE/COUNTY-  NV/ELKO
 LQ0652  USGS QUAD   -  CURRIE (1982)
 LQ0652
 LQ0652                         *CURRENT SURVEY CONTROL
 LQ0652  ___________________________________________________________________
 LQ0652* NAD 83(1994)-  40 15 57.82758(N)    114 44 15.20213(W)     ADJUSTED  
 LQ0652* NAVD 88     -      1872.4    (meters)    6143.     (feet)  VERTCON   
 LQ0652  ___________________________________________________________________
 LQ0652  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 LQ0652  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 LQ0652
 LQ0652  HORZ ORDER  -  SECOND
 LQ0652
 LQ0652.The horizontal coordinates were established by classical geodetic methods
 LQ0652.and adjusted by the National Geodetic Survey in June 1998..
 LQ0652
 LQ0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0652
 LQ0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0652
 LQ0652.The geoid height was determined by GEOID03.
 LQ0652
 LQ0652;                    North         East     Units Scale Factor Converg.
 LQ0652;SPC NV E     - 8,612,495.576   271,936.323   MT  0.99996368   +0 32 48.1
 LQ0652;SPC NV E     -28,256,162.57    892,177.75   sFT  0.99996368   +0 32 48.1
 LQ0652;UTM  11      - 4,459,743.949   692,378.231   MT  1.00005560   +1 27 45.9
 LQ0652
 LQ0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0652!SPC NV E     -   0.99970928  x   0.99996368  =   0.99967297
 LQ0652!UTM  11      -   0.99970928  x   1.00005560  =   0.99976487
 LQ0652
 LQ0652|---------------------------------------------------------------------|
 LQ0652| PID    Reference Object                     Distance      Geod. Az  |
 LQ0652|                                                           dddmmss.s |
 LQ0652| DD6218 MAJORS RM 1                           7.618 METERS 11543     |
 LQ0652| DD6217 MAJORS AZ MK                                       1443540.6 |
 LQ0652| LQ0651 ELA 004                              18.703 METERS 29556     |
 LQ0652|---------------------------------------------------------------------|
 LQ0652
 LQ0652                          SUPERSEDED SURVEY CONTROL
 LQ0652
 LQ0652  NAD 83(1994)-  40 15 57.82630(N)    114 44 15.20009(W) AD(       ) 2
 LQ0652  NAD 83(1986)-  40 15 57.82264(N)    114 44 15.19906(W) AD(       ) 2
 LQ0652  NAD 27      -  40 15 58.07397(N)    114 44 12.10547(W) AD(       ) 2
 LQ0652  NGVD 29 (07/19/86) 1871.3    (m)         6139.     (f) VERT ANG       
 LQ0652
 LQ0652.Superseded values are not recommended for survey control.
 LQ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0652.See file dsdata.txt to determine how the superseded data were derived.
 LQ0652
 LQ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE9237859744(NAD 83)
 LQ0652_MARKER: DS = TRIANGULATION STATION DISK
 LQ0652_SETTING: 80 = SET IN A BOULDER
 LQ0652_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LQ0652
 LQ0652  HISTORY     - Date     Condition        Report By
 LQ0652  HISTORY     - 1965     MONUMENTED       CGS
 LQ0652
 LQ0652                          STATION DESCRIPTION
 LQ0652
 LQ0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0652'THE STATION IS LOCATED ON THE TOP OF A SMALL KNOLL 1/2 MILE
 LQ0652'EAST OF CURRIE AND ABOUT 1/2 MILE EAST OF U.S. HIGHWAY 93.
 LQ0652'
 LQ0652'TO REACH THE STATION FROM CURRIE GO SOUTH ON U.S. HIGHWAY 93
 LQ0652'FOR 1.15 MILES TO A GRAVELED CROSSROAD.  TURN LEFT AND GO
 LQ0652'EAST FOR 0.35 MILE TO A CROSSROAD AT A DUMP.  THE AZIMUTH
 LQ0652'MARK IS 84 FEET SOUTH OF THIS POINT.  TURN LEFT ALONG A
 LQ0652'BLADED ROAD AND GO NORTHERLY FOR 0.85 MILE TO THE TOP OF
 LQ0652'A KNOLL AND THE STATION.
 LQ0652'
 LQ0652'THE STATION MARK IS A STANDARD DISK STAMPED MAJORS 1965.  IT
 LQ0652'IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 6
 LQ0652'INCHES.  IT IS 31 FEET EAST OF THE ROAD AND 7 FEET EAST OF
 LQ0652'THE WITNESS POST.  IT IS AT THE SOUTHEAST EDGE OF THE HIGH
 LQ0652'PART OF THE HILL ABOUT 150 FEET EAST OF A RADIO RELAY AND
 LQ0652'SOME TELEVISION ANTENNA ON POLES.
 LQ0652'
 LQ0652'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MAJORS NO 1 1965.
 LQ0652'IT IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 8
 LQ0652'INCHES.  IT IS 30 FEET EAST-SOUTHEAST OF THE WITNESS POST
 LQ0652'AND ABOUT THE SAME ELEVATION AS THE STATION.
 LQ0652'
 LQ0652'REFERENCE MARK 2 IS A NEVADA DEPARTMENT OF HIGHWAYS DISK
 LQ0652'STAMPED ELA 004.  IT IS SET IN A DRILL HOLE IN A BOULDER
 LQ0652'WHICH PROJECTS ABOUT 6 INCHES.  56-1/2 FEET NORTHWEST OF THE
 LQ0652'WITNESS POST AND 15 FEET WEST OF THE ROAD.
 LQ0652'
 LQ0652'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MAJORS 1965.
 LQ0652'IT IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 LQ0652'6 INCHES.  IT IS 84 FEET SOUTH OF THE ROAD AND 5.2 FEET WEST
 LQ0652'OF THE WITNESS POST.
 LQ0652'
 LQ0652'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0623 ***********************************************************************
 LS0623  DESIGNATION -  MAJUBA
 LS0623  PID         -  LS0623
 LS0623  STATE/COUNTY-  NV/PERSHING
 LS0623  USGS QUAD   -  SCOSSA (1981)
 LS0623
 LS0623                         *CURRENT SURVEY CONTROL
 LS0623  ___________________________________________________________________
 LS0623* NAD 83(1994)-  40 38 42.15548(N)    118 30 59.06362(W)     ADJUSTED  
 LS0623* NAVD 88     -      2254.7    (meters)    7397.     (feet)  VERTCON   
 LS0623  ___________________________________________________________________
 LS0623  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 LS0623  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 LS0623
 LS0623  HORZ ORDER  -  FIRST
 LS0623
 LS0623.The horizontal coordinates were established by classical geodetic methods
 LS0623.and adjusted by the National Geodetic Survey in June 1998..
 LS0623
 LS0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0623
 LS0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0623
 LS0623.The geoid height was determined by GEOID03.
 LS0623
 LS0623;                    North         East     Units Scale Factor Converg.
 LS0623;SPC NV W     - 4,654,233.561   805,660.430   MT  0.99990039   +0 02 36.9
 LS0623;SPC NV W     -15,269,764.61  2,643,237.59   sFT  0.99990039   +0 02 36.9
 LS0623;UTM  11      - 4,500,460.027   371,783.869   MT  0.99980235   -0 59 16.4
 LS0623
 LS0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0623!SPC NV W     -   0.99964983  x   0.99990039  =   0.99955026
 LS0623!UTM  11      -   0.99964983  x   0.99980235  =   0.99945225
 LS0623
 LS0623:                Primary Azimuth Mark                     Grid Az
 LS0623:SPC NV W     -  MAJUBA AZ MK                             058 09 38.1
 LS0623:UTM  11      -  MAJUBA AZ MK                             059 11 31.4
 LS0623
 LS0623|---------------------------------------------------------------------|
 LS0623| PID    Reference Object                     Distance      Geod. Az  |
 LS0623|                                                           dddmmss.s |
 LS0623| DB8174 MAJUBA AZ MK                                       0581215.0 |
 LS0623| DB8175 MAJUBA RM 1                                        12733     |
 LS0623| DB8176 MAJUBA RM 2                          15.022 METERS 20651     |
 LS0623|---------------------------------------------------------------------|
 LS0623
 LS0623                          SUPERSEDED SURVEY CONTROL
 LS0623
 LS0623  NAD 83(1986)-  40 38 42.16196(N)    118 30 59.06098(W) AD(       ) 1
 LS0623  NAD 27      -  40 38 42.50800(N)    118 30 55.50700(W) AD(       ) 1
 LS0623  NGVD 29 (07/19/86) 2253.6    (m)         7394.     (f) VERT ANG       
 LS0623
 LS0623.Superseded values are not recommended for survey control.
 LS0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0623.See file dsdata.txt to determine how the superseded data were derived.
 LS0623
 LS0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF7178400460(NAD 83)
 LS0623_MARKER: DS = TRIANGULATION STATION DISK
 LS0623_SETTING: 66 = SET IN ROCK OUTCROP
 LS0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0623
 LS0623  HISTORY     - Date     Condition        Report By
 LS0623  HISTORY     - 1935     MONUMENTED       CGS
 LS0623  HISTORY     - 1958     GOOD             CGS
 LS0623  HISTORY     - 1971     GOOD             USGS
 LS0623
 LS0623                          STATION DESCRIPTION
 LS0623
 LS0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 LS0623'STATION IS ON THE HIGHEST AND MOST SOUTHERNLY PEAK OF THE
 LS0623'ANTELOPE RANGE ABOUT 8 MILES SE OF SCOSSA, 8 MILES ESE OF THE
 LS0623'PLACERITAS CAMP AND MINE AND ABOUT 3 MILES SW OF THE MAJUBA
 LS0623'MINING CAMP IN MAJUBA CANYON.
 LS0623'
 LS0623'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LS0623'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN
 LS0623'THE ROCK.  REFERENCE AND AZIMUTH
 LS0623'MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 LS0623'
 LS0623'FROM SULPHUR GO SE ON LOVELOCK ROAD 04.0 MILES, TAKE LEFT FORK
 LS0623'01.2 MILES.  TAKE LEFT FORK 01.5 MILES DOWN CANYON, TURN LEFT
 LS0623'IN CANYON AND GO E 01.2 MILES TO WELL.  CONTINUE SE IN MAIN
 LS0623'CANYON ON RIGHT FORK 04.3 MILES.  TURN LEFT, E, ON BLADED ROAD
 LS0623'01.7 MILES TO MAUD WELL ON S OF ROAD.  CONTINUE E, 01.5 MILES
 LS0623'TO CROSS ROAD.  (THIS POINT IS 03.3 MILES NE OF SCOSSA).  KEEP
 LS0623'STRAIGHT AHEAD E UP SLOPE AND OVERPASS 06.9 MILES.  TURN RIGHT,
 LS0623'S, 02.3 MILES ALONG BASE OF SLOPE TO MAIN ROAD UP MAJUBA
 LS0623'CANYON.  TURN RIGHT UP CANYON 02.8 MILES TO MAJUBA CAMP.
 LS0623'CONTINUE W UP CANYON 01.7 MILES TO SPRING AND CAMP.
 LS0623'CONTINUE 100 YARDS TO SMALL BURNT-OVER AREA ON LEFT.  TURN
 LS0623'LEFT AND CROSS CANYON AND CONTINUE W AND SW ACROSS COUNTRY 1
 LS0623'MILE.  STATION IS ABOUT 1 MILE S, (1 HOUR PACK) ON HIGHEST
 LS0623'POINT.
 LS0623'
 LS0623'AZIMUTH IN PROMINENT ROCK OUTCROP 1/2 MILE NE ON SHOULDER
 LS0623'OF HILL AND ON ROUTE TO STATION.
 LS0623
 LS0623                          STATION RECOVERY (1958)
 LS0623
 LS0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0623'ALL MARKS AT THE STATION WERE RECOVERED IN GOOD CONDITION.
 LS0623'THE TRIANGLE AROUND THE STATION DISK IS NO LONGER EVIDENT.
 LS0623'A NEW DESCRIPTION FOLLOWS.
 LS0623'
 LS0623'THE STATION IS LOCATED AIRLINE ABOUT 19 MILES WEST OF IMLAY,
 LS0623'8 MILES SOUTH-SOUTHEAST OF THE FORMER MINING CAMP OF SCOSSA,
 LS0623'10-1/4 MILES NORTHEAST OF THE FORMER MINING CAMP OF VERNON,
 LS0623'6-1/2 MILES WEST-SOUTHWEST OF THE NORTH END OF RYE PATCH
 LS0623'RESERVOIR, 3 MILES WEST-SOUTHWEST OF THE MOUNTAIN LOCALLY
 LS0623'KNOWN AS MAJUBA MOUNTAIN ON THE HIGHEST PEAK AT THE SOUTH
 LS0623'END OF THE ANTELOPE MOUNTAINS.
 LS0623'
 LS0623'TO REACH THE STATION FROM THE U.S. POST OFFICE IN IMLAY
 LS0623'GO SOUTHWEST 0.4 MILE ON A GRAVEL ROAD TO PAVEMENT.  CONTINUE
 LS0623'ALONG THE SOUTH SIDE OF THE RAILROAD 0.5 MILE TO A CROSSROAD.
 LS0623'TURN RIGHT, NORTH, AND GO 0.1 MILE TO A FORK JUST AFTER
 LS0623'CROSSING THE RAILROAD TRACKS.  TAKE THE LEFT FORK AND GO
 LS0623'NORTHWEST 3.8 MILES TO A BRIDGE ACROSS THE HUMBOLDT RIVER.
 LS0623'CONTINUE GENERALLY WEST ON THE MOST TRAVELED ROAD 10.7 MILES
 LS0623'TO A BLADED SIDE ROAD, LEFT.  TURN LEFT, SOUTH, AND GO UP
 LS0623'INTO MAJUBA CANYON 5.4 MILES TO A TRACK ROAD.  TURN SHARP
 LS0623'LEFT AND GO DOWN INTO THE DRAW 0.2 MILE TO A FORK OPPOSITE
 LS0623'AN ABANDONED CABIN.  TURN RIGHT, NORTHWEST, AND PROCEED
 LS0623'UP THE DRAW ON A TRACK ROAD 1.7 MILES TO A SPRING ON THE
 LS0623'LEFT.  CONTINUE UP THE DRAW ABOUT 0.2 MILE THEN TURN LEFT
 LS0623'CROSS COUNTRY.  USING A FOUR WHEEL-DRIVE VEHICLE CROSS
 LS0623'SEVERAL GULLIES AND GO 1.0 MILE UP A GRADUAL RIDGE TO
 LS0623'THE NORTHEAST SHOULDER OF THE MOUNTAIN ABOUT 800 FEET
 LS0623'BELOW THE SUMMIT.  THE AZIMUTH MARK IS IN A ROCKY OUTCROP
 LS0623'NEAR THE EAST EDGE OF THIS SHOULDER.  PACK UP THE SLOPE OF
 LS0623'THE MAIN PEAK TO THE STATION NEAR THE SOUTHEAST END OF
 LS0623'THE RIDGE.  THIS IS ABOUT 20 MINUTE PACK.
 LS0623'
 LS0623'THE STATION MARK IS A STANDARD DISK STAMPED MAJUBA 1935 CEMENTED
 LS0623'IN A DRILL HOLE IN A BEDROCK OUTCROP ABOUT 1 FOOT SQUARE
 LS0623'PROJECTING 4 INCHES FROM THE GROUND.  IT IS ABOUT 50 FEET
 LS0623'NORTHEAST AND 5 FEET LOWER THAN THE HIGHEST OUTCROP ON THE
 LS0623'SUMMIT.
 LS0623'
 LS0623'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAJUBA
 LS0623'NO 1 1935 CEMENTED IN A DRILL HOLE IN THE SIDE OF A BEDROCK
 LS0623'OUTCROP 6 X 8 FEET PROJECTING 3 FEET ABOVE THE GROUND.  IT
 LS0623'IS 9.6 FEET LOWER THAN THE STATION MARK.
 LS0623'
 LS0623'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MAJUBA
 LS0623'NO 2 1935 CEMENTED IN A DRILL HOLE IN A 6 X 4 FOOT SLAB OF
 LS0623'BEDROCK PROJECTING 2 FEET ABOVE THE GROUND.  IT IS ABOUT 6
 LS0623'FEET LOWER THAN THE STATION MARK.
 LS0623'
 LS0623'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MAJUBA 1935
 LS0623'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP 2 X 3 FEET
 LS0623'PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS 5.2 FEET
 LS0623'EAST-SOUTHEAST OF A SMALL CAIRN.
 LS0623
 LS0623                          STATION RECOVERY (1971)
 LS0623
 LS0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 LS0623'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40118-4, STATION 1012.
 LS0623'ALL MARKS IN GOOD CONDITION.
 LS0623'
 LS0623'STATION MARK--A STANDARD DISK STAMPED---MAJUBA 1935---CEMENTED IN
 LS0623'A DRILL HOLE IN A BEDROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1044 ***********************************************************************
 HQ1044  DESIGNATION -  MAL
 HQ1044  PID         -  HQ1044
 HQ1044  STATE/COUNTY-  NV/NYE
 HQ1044  USGS QUAD   -  CACTUS SPRING (1988)
 HQ1044
 HQ1044                         *CURRENT SURVEY CONTROL
 HQ1044  ___________________________________________________________________
 HQ1044* NAD 83(1994)-  37 37 40.19474(N)    116 45 34.77660(W)     ADJUSTED  
 HQ1044* NAVD 88     -      2301.3    (meters)    7550.     (feet)  VERTCON   
 HQ1044  ___________________________________________________________________
 HQ1044  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 HQ1044  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 HQ1044
 HQ1044  HORZ ORDER  -  FIRST
 HQ1044
 HQ1044.The horizontal coordinates were established by classical geodetic methods
 HQ1044.and adjusted by the National Geodetic Survey in June 1998..
 HQ1044
 HQ1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1044
 HQ1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1044
 HQ1044.The geoid height was determined by GEOID03.
 HQ1044
 HQ1044;                    North         East     Units Scale Factor Converg.
 HQ1044;SPC NV C     - 6,319,303.781   491,791.867   MT  0.99990083   -0 03 24.4
 HQ1044;SPC NV C     -20,732,582.49  1,613,487.15   sFT  0.99990083   -0 03 24.4
 HQ1044;UTM  11      - 4,164,550.657   521,207.404   MT  0.99960554   +0 08 48.2
 HQ1044
 HQ1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1044!SPC NV C     -   0.99964302  x   0.99990083  =   0.99954388
 HQ1044!UTM  11      -   0.99964302  x   0.99960554  =   0.99924870
 HQ1044
 HQ1044|---------------------------------------------------------------------|
 HQ1044| PID    Reference Object                     Distance      Geod. Az  |
 HQ1044|                                                           dddmmss.s |
 HQ1044| DD6220 MAL RM 1                              5.118 METERS 06344     |
 HQ1044| HQ0257 MAL AZ MK                                          0900641.7 |
 HQ1044| DD6221 MAL RM 2                              4.052 METERS 19144     |
 HQ1044|---------------------------------------------------------------------|
 HQ1044
 HQ1044                          SUPERSEDED SURVEY CONTROL
 HQ1044
 HQ1044  NAD 83(1992)-  37 37 40.19142(N)    116 45 34.78526(W) AD(       ) 1
 HQ1044  NAD 83(1986)-  37 37 40.19183(N)    116 45 34.78529(W) AD(       ) 1
 HQ1044  NAD 27      -  37 37 40.40719(N)    116 45 31.56848(W) AD(       ) 1
 HQ1044  NGVD 29 (07/19/86) 2300.1    (m)         7546.     (f) VERT ANG       
 HQ1044
 HQ1044.Superseded values are not recommended for survey control.
 HQ1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1044.See file dsdata.txt to determine how the superseded data were derived.
 HQ1044
 HQ1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2120764551(NAD 83)
 HQ1044_MARKER: DS = TRIANGULATION STATION DISK
 HQ1044_SETTING: 80 = SET IN A BOULDER
 HQ1044_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HQ1044
 HQ1044  HISTORY     - Date     Condition        Report By
 HQ1044  HISTORY     - 1950     MONUMENTED       CGS
 HQ1044  HISTORY     - 1952     GOOD             CGS
 HQ1044  HISTORY     - 1952     GOOD             AMS
 HQ1044  HISTORY     - 1968     GOOD             CGS
 HQ1044
 HQ1044                          STATION DESCRIPTION
 HQ1044
 HQ1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ1044'THE STATION IS LOCATED ABOUT 39 MILES AIR LINE SOUTHEAST OF
 HQ1044'TONOPAH, ABOUT 27 MILES AIR LINE EAST OF GOLDFIELD AND ABOUT 2
 HQ1044'MILES AIR LINE WEST-NORTHWEST OF ANTELOPE SPRINGS, ON THE HIGHEST,
 HQ1044'ROCKY, CONICAL PEAK ON THE SOUTHERN END OF THE CACTUS MOUNTAIN
 HQ1044'RANGE.  THE MARK PROJECTS 2 INCHES ABOVE THE GROUND SURFACE AND
 HQ1044'IS STAMPED MAL 1950.
 HQ1044'
 HQ1044'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 HQ1044'STATION MARK.  IT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE AND
 HQ1044'IS STAMPED MAL NO 1 1950.
 HQ1044'
 HQ1044'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 HQ1044'STATION MARK.  IT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE AND
 HQ1044'IS STAMPED MAL NO 2 1950.
 HQ1044'
 HQ1044'THE AZIMUTH MARK IS 54 FEET NORTH OF AN OLD BOILER, 30 FEET
 HQ1044'WEST-NORTHWEST OF THE CENTER OF A CROSSROAD AND 4 FEET NORTH OF
 HQ1044'A WHITE WITNESS POST.  THE MARK IS A STANDARD AZIMUTH MARK DISK
 HQ1044'WELDED TO THE TOP OF A 2 INCH SOIL PIPE WHICH PROJECTS 6 INCHES
 HQ1044'ABOVE THE GROUND SURFACE AND STAMPED MAL 1950.
 HQ1044'
 HQ1044'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO EAST ON
 HQ1044'U.S. HIGHWAY 6 FOR 12.0 MILES TO AN OILED ROAD ON THE RIGHT.  TURN
 HQ1044'RIGHT AND FOLLOW THIS OILED ROAD IN A SOUTHEASTERLY DIRECTION FOR
 HQ1044'19.4 MILES TO THE EDGE OF A BOMBING RANGE AND A ROAD FORK.
 HQ1044'PROCEED STRAIGHT AHEAD FOR 2.8 MILES TO THE EDGE OF A DRY LAKE.
 HQ1044'(IN WET WEATHER GO AROUND THE EAST SIDE OF THE LAKE.) CROSS THE
 HQ1044'DRY LAKE BY GOING SOUTHEASTERLY FOR 1.3 MILES AND PICK UP THE
 HQ1044'OILED ROAD.  CONTINUE 3.9 MILES TO A ROAD FORK.  PROCEED
 HQ1044'STRAIGHT AHEAD FOR 2.8 MILES TO ANOTHER FORK.  TAKE THE RIGHT
 HQ1044'FORK AND GO 0.2 MILE TO A ROAD FORK.  TAKE THE RIGHT FORK,
 HQ1044'OILED ROAD, AND GO 1.2 MILES TO A ROAD FORK.  TAKE THE LEFT FORK
 HQ1044'AND GO 4.1 MILES TO THE NORTHWEST END OF A PAVED LANDING
 HQ1044'STRIP.  CONTINUE ON THE PAVED LANDING STRIP TO ITS SOUTHEAST
 HQ1044'END, 0.9 MILE.  TAKE THE RIGHT FORK AT THE END OF THE
 HQ1044'LANDING STRIP (THIS ROAD POINTS DIRECTLY AT ANTELOPE
 HQ1044'SPRINGS) AND GO 3.6 MILES TO A T ROAD AND A BORROW PIT.  TURN
 HQ1044'LEFT AND GO 1.0 MILE TO A CROSSROAD AND THE AZIMUTH MARK ON
 HQ1044'THE RIGHT AS DESCRIBED.  TURN RIGHT AND FOLLOW A TRACK ROAD
 HQ1044'WESTWARD FOR 1.5 MILES TO A REVERSE Y ROAD FORK.  CONTINUE
 HQ1044'STRAIGHT AHEAD FOR 0.6 MILE TO A ROAD FORK.  TAKE THE RIGHT
 HQ1044'FORK FOR 0.1 MILE TO A ROAD FORK.  TAKE THE LEFT FORK,
 HQ1044'STRAIGHT AHEAD, FOR 0.7 MILE TO A T ROAD.  TURN RIGHT FOR 0.1
 HQ1044'MILE TO A ROAD FORK.  TAKE THE LEFT FORK FOR 0.45 MILE TO A
 HQ1044'REVERSE Y ROAD FORK JUST AFTER PASSING SOME OLD BUILDINGS.  TURN
 HQ1044'SHARP RIGHT AND FOLLOW THE REVERSE Y ROAD FOR 1.05 MILES TO THE
 HQ1044'TOP OF A RIDGE AND A SMALL CUT.  GO DOWN GRADE FOR 0.1 MILE TO A
 HQ1044'TRACK ROAD RIGHT.  TURN RIGHT, NORTHERLY, AND FOLLOW THE DIM
 HQ1044'ROAD UP A CANYON UNTIL IT DIMS OUT, THENCE FOLLOW THE CANYON TO
 HQ1044'THE BASE OF A ROCKY MOUNTAIN AND THE END OF TRUCK TRAVEL.  PACK
 HQ1044'NORTHERLY TO THE HIGHEST POINT AND STATION.  A 20 MINUTE PACK.
 HQ1044'A 4 WHEEL DRIVE VEHICLE IS REQUIRED AFTER PASSING THE OLD
 HQ1044'BUILDINGS MENTIONED ABOVE.
 HQ1044
 HQ1044                          STATION RECOVERY (1952)
 HQ1044
 HQ1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 HQ1044'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ1044'TONOPAH, THENCE 21.1 MILES SOUTHEAST ALONG AN OILED ROAD, THENCE
 HQ1044'8.5 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 9.7 MILES SOUTH
 HQ1044'ALONG A TRACK ROAD, AT A TRACK ROAD INTERSECTION, 27 FEET WEST OF
 HQ1044'THE CENTER LINE OF A NORTH AND SOUTH TRACK ROAD, 18 FEET
 HQ1044'NORTHWEST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTHWEST,
 HQ1044'49 FEET NORTH OF THE NORTH END OF A 4 X 16 FOOT STEEL TANK,
 HQ1044'4.8 FEET NORTH OF A WITNESS POST, AN AZIMUTH MARK DISK SET
 HQ1044'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 HQ1044'THE GROUND, STAMPED MAL 1950.
 HQ1044
 HQ1044                          STATION RECOVERY (1952)
 HQ1044
 HQ1044'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ1044'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 HQ1044'
 HQ1044'NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 HQ1044'
 HQ1044'THE STATION MARK IS A STANDARD BRONZE DISC, SET IN A ROCK
 HQ1044'OUTCROP, FLUSH, AT THE EXACT CREST OF PEAK.
 HQ1044'
 HQ1044'REFERENCE MARK 1, A STANDARD DISK STAMPED MAL NO 1 1950, SET
 HQ1044'IN BEDROCK, FLUSH WITH GROUND.
 HQ1044'
 HQ1044'REFERENCE MARK 2, A STANDARD DISK STAMPED MAL NO 2 1950, SET
 HQ1044'IN BEDROCK, FLUSH WITH GROUND.
 HQ1044
 HQ1044                          STATION RECOVERY (1968)
 HQ1044
 HQ1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ1044'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 HQ1044'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE TO
 HQ1044'BOTH REFERENCE MARKS CHECKED WITH THE 1950 DATA, HOWEVER A
 HQ1044'DIFFERENCE WAS NOTED IN THE OBSERVED DIRECTION TO BOTH REFERENCE
 HQ1044'MARKS.  DUE TO ROAD CHANGES, A NEW DESCRIPTION FOLLOWS.
 HQ1044'
 HQ1044'THE STATION IS LOCATED NEAR THE EXTREME SOUTH BOUNDARY OF THE
 HQ1044'TONOPAH TEST RANGE WHICH IS LOCATED ABOUT 30 MILES SOUTH-SOUTHEAST
 HQ1044'OF TONOPAH, ABOUT 11 MILES SOUTH OF THE TEST RANGE HEADQUARTERS
 HQ1044'AND ON THE HIGHEST POINT OF A HIGH, ROCKY PEAK ON THE SOUTH END
 HQ1044'OF THE CACTUS MOUNTAIN RANGE.
 HQ1044'
 HQ1044'TO REACH THE STATION FROM THE TEST RANGE HEADQUARTERS, GO SOUTH
 HQ1044'ON THE MAIN SURFACED ROAD FOR 4.6 MILES TO THE END OF THE
 HQ1044'SURFACED ROAD, CONTINUE SOUTH ON THE MAIN GRAVELED ROAD FOR
 HQ1044'4.5 MILES TO A SIDE ROAD RIGHT, CONTINUE SOUTH ON THE MAIN
 HQ1044'GRAVELED ROAD FOR 2.3 MILES TO A TRACK SIDE ROAD RIGHT, (TO
 HQ1044'REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON THE
 HQ1044'MAIN GRAVELED ROAD FOR 0.35 MILE TO A BLADED SIDE ROAD LEFT,
 HQ1044'TURN LEFT AND GO EAST ON THE BLADED ROAD FOR 1.0 MILE TO A
 HQ1044'CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE OF THE
 HQ1044'INTERSECTION) TURN RIGHT AND GO SOUTHWEST ON THE TRACK ROAD
 HQ1044'FOR 0.85 MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 0.15
 HQ1044'MILE TO A FORK, TAKE THE RIGHT FORK AND CONTINUE WESTERLY
 HQ1044'FOR 0.15 MILE TO AN ANGLE CROSSROAD, CONTINUE STRAIGHT AHEAD
 HQ1044'WESTERLY FOR 0.65 MILE TO A REVERSE FORK, BEAR RIGHT AND
 HQ1044'CONTINUE WESTERLY FOR 0.1 MILE TO A FORK, TAKE THE LEFT FORK AND
 HQ1044'CONTINUE FOR 0.1 MILE TO A FORK, TAKE THE LEFT FORK AND
 HQ1044'CONTINUE WESTERLY FOR 0.35 MILE TO A FORK JUST AFTER
 HQ1044'PASSING TO THE LEFT OF AN OLD BUILDING, TAKE THE RIGHT FORK
 HQ1044'AND CONTINUE FOR 0.1 MILE TO THE JUNCTION WITH ANOTHER TRACK
 HQ1044'ROAD, TURN RIGHT INTO A WASH AND FOLLOW THE TRACK ROAD
 HQ1044'WESTERLY UP THE WASH FOR 1.25 MILES TO A DIM TRACK ROAD RIGHT
 HQ1044'JUST AFTER CROSSING A SADDLE, TURN RIGHT AND FOLLOW THE DIM
 HQ1044'TRACK ROAD NORTHERLY UP A WASH FOR 0.3 MILE TO A FORK, TAKE
 HQ1044'THE RIGHT FORK AND FOLLOW THE TRACK ROAD NORTHWESTERLY UP A WASH FOR
 HQ1044'1.0 MILE TO THE BASE OF THE MOUNTAIN AND THE END OF TRUCK
 HQ1044'TRAVEL.  A FOUR WHEEL DRIVE VEHICLE IS REQUIRED FOR THE LAST
 HQ1044'MILEAGE.  PACK WESTERLY FOR ABOUT 45 MINUTES TO THE HIGHEST
 HQ1044'POINT AND THE STATION.
 HQ1044'
 HQ1044'THE STATION MARK IS A STANDARD DISK STAMPED MAL 1950, SET IN
 HQ1044'A DRILL HOLE IN A 2 X 2 FOOT OUTCROP ON THE HIGHEST POINT OF THE
 HQ1044'MOUNTAIN.
 HQ1044'
 HQ1044'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MAL NO 1 1950, SET IN
 HQ1044'A DRILL HOLE IN OUTCROP PROJECTING 2 INCHES AND ABOUT 2 FEET
 HQ1044'LOWER IN ELEVATION THAN THE STATION.
 HQ1044'
 HQ1044'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MAL NO 2 1968, SET
 HQ1044'IN A DRILL HOLE IN A 2 X 3 FOOT OUTCROP PROJECTING 6 INCHES AND
 HQ1044'AT ABOUT THE SAME ELEVATION AS THE STATION.
 HQ1044'
 HQ1044'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MAL 1950, BRAZED TO
 HQ1044'THE TOP OF A 3 INCH IRON PIPE PROJECTING 8 INCHES.  IT IS 21.5
 HQ1044'FEET NORTH OF THE CENTER OF THE EAST-WEST BLADED ROAD, 27.5
 HQ1044'FEET WEST OF THE CENTER OF THE NORTH-SOUTH BLADED ROAD AND 37.5
 HQ1044'FEET NORTHWEST OF THE INTERSECTION OF THE ROADS.
 HQ1044'
 HQ1044'THE REFERENCE MARKS WERE NOT MEASURED BETWEEN DUE TO THE CREST
 HQ1044'OF THE MOUNTAIN ON LINE.
 HQ1044'
 HQ1044'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 HQ1044'
 HQ1044'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--39 MILES
 HQ1044'SOUTHEAST OF TONOPAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0257 ***********************************************************************
 HQ0257  DESIGNATION -  MAL AZ MK
 HQ0257  PID         -  HQ0257
 HQ0257  STATE/COUNTY-  NV/NYE
 HQ0257  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0257
 HQ0257                         *CURRENT SURVEY CONTROL
 HQ0257  ___________________________________________________________________
 HQ0257* NAD 83(1986)-  37 37 41.     (N)    116 40 25.     (W)     SCALED    
 HQ0257* NAVD 88     -      1673.560  (meters)    5490.67   (feet)  ADJUSTED  
 HQ0257  ___________________________________________________________________
 HQ0257  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 HQ0257  DYNAMIC HT  -        1671.639 (meters)    5484.37  (feet)  COMP
 HQ0257  MODELED GRAV-     979,423.8   (mgal)                       NAVD 88
 HQ0257
 HQ0257  VERT ORDER  -  SECOND    CLASS 0
 HQ0257
 HQ0257.The horizontal coordinates were scaled from a topographic map and have
 HQ0257.an estimated accuracy of +/- 6 seconds.
 HQ0257
 HQ0257.The orthometric height was determined by differential leveling
 HQ0257.and adjusted by the National Geodetic Survey in June 1991..
 HQ0257
 HQ0257.The geoid height was determined by GEOID03.
 HQ0257
 HQ0257.The dynamic height is computed by dividing the NAVD 88
 HQ0257.geopotential number by the normal gravity value computed on the
 HQ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0257.degrees latitude (g = 980.6199 gals.).
 HQ0257
 HQ0257.The modeled gravity was interpolated from observed gravity values.
 HQ0257
 HQ0257;                    North         East    Units  Estimated Accuracy
 HQ0257;SPC NV C     - 6,319,330.      499,390.      MT  (+/- 180 meters Scaled)
 HQ0257
 HQ0257                          SUPERSEDED SURVEY CONTROL
 HQ0257
 HQ0257.No superseded survey control is available for this station.
 HQ0257
 HQ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB288645(NAD 83)
 HQ0257_MARKER: DZ = AZIMUTH MARK DISK
 HQ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0257_STAMPING: MAL 1950
 HQ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0257+STABILITY: SURFACE MOTION
 HQ0257
 HQ0257  HISTORY     - Date     Condition        Report By
 HQ0257  HISTORY     - 1950     MONUMENTED       CGS
 HQ0257  HISTORY     - 1952     GOOD             NGS
 HQ0257
 HQ0257                          STATION DESCRIPTION
 HQ0257
 HQ0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0257'51.3 MI SE FROM TONOPAH.
 HQ0257'12.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 HQ0257'TONOPAH, THENCE 21.1 MILES SOUTHEAST ALONG AN OILED ROAD, THENCE
 HQ0257'8.5 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 9.7 MILES SOUTH
 HQ0257'ALONG A TRACK ROAD, AT A TRACK ROAD INTERSECTION, 27 FEET WEST
 HQ0257'OF THE CENTER LINE OF A NORTH AND SOUTH TRACK ROAD, 18 FEET
 HQ0257'NORTHWEST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTHWEST,
 HQ0257'49 FEET NORTH OF THE NORTH END OF A 4 X 16 FOOT STEEL TANK,
 HQ0257'4.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HQ0257'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0814 ***********************************************************************
 MT0814  DESIGNATION -  MALA
 MT0814  PID         -  MT0814
 MT0814  STATE/COUNTY-  NV/ELKO
 MT0814  USGS QUAD   -  BLACK BUTTE SW (1982)
 MT0814
 MT0814                         *CURRENT SURVEY CONTROL
 MT0814  ___________________________________________________________________
 MT0814* NAD 83(1994)-  41 20 55.87837(N)    115 12 10.67337(W)     ADJUSTED  
 MT0814* NAVD 88     -      1765.9    (meters)    5794.     (feet)  VERTCON   
 MT0814  ___________________________________________________________________
 MT0814  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 MT0814  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 MT0814
 MT0814  HORZ ORDER  -  SECOND
 MT0814
 MT0814.The horizontal coordinates were established by classical geodetic methods
 MT0814.and adjusted by the National Geodetic Survey in June 1998..
 MT0814
 MT0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0814
 MT0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0814
 MT0814.The geoid height was determined by GEOID03.
 MT0814
 MT0814;                    North         East     Units Scale Factor Converg.
 MT0814;SPC NV E     - 8,732,454.415   231,829.892   MT  0.99991246   +0 15 04.6
 MT0814;SPC NV E     -28,649,727.53    760,595.24   sFT  0.99991246   +0 15 04.6
 MT0814;UTM  11      - 4,579,042.265   650,336.922   MT  0.99987815   +1 11 14.7
 MT0814
 MT0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0814!SPC NV E     -   0.99972575  x   0.99991246  =   0.99963824
 MT0814!UTM  11      -   0.99972575  x   0.99987815  =   0.99960394
 MT0814
 MT0814:                Primary Azimuth Mark                     Grid Az
 MT0814:SPC NV E     -  LOOKOUT                                  128 06 54.9
 MT0814:UTM  11      -  LOOKOUT                                  127 10 44.8
 MT0814
 MT0814|---------------------------------------------------------------------|
 MT0814| PID    Reference Object                     Distance      Geod. Az  |
 MT0814|                                                           dddmmss.s |
 MT0814| MT0770 LOOKOUT                             APPROX.28.8 KM 1282159.5 |
 MT0814| DD6222 MALA RM 1                            11.907 METERS 14947     |
 MT0814| DD6223 MALA RM 2                            15.193 METERS 25222     |
 MT0814|---------------------------------------------------------------------|
 MT0814
 MT0814                          SUPERSEDED SURVEY CONTROL
 MT0814
 MT0814  NAD 83(1994)-  41 20 55.87589(N)    115 12 10.66953(W) AD(       ) 2
 MT0814  NAD 83(1986)-  41 20 55.87519(N)    115 12 10.66811(W) AD(       ) 2
 MT0814  NAD 27      -  41 20 56.17173(N)    115 12 07.46293(W) AD(       ) 2
 MT0814  NGVD 29 (07/19/86) 1764.7    (m)         5790.     (f) VERT ANG       
 MT0814
 MT0814.Superseded values are not recommended for survey control.
 MT0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0814.See file dsdata.txt to determine how the superseded data were derived.
 MT0814
 MT0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF5033779042(NAD 83)
 MT0814_MARKER: DD = SURVEY DISK
 MT0814_SETTING: 0 = UNSPECIFIED SETTING
 MT0814
 MT0814  HISTORY     - Date     Condition        Report By
 MT0814  HISTORY     - 1967     MONUMENTED       USGS
 MT0814
 MT0814                          STATION DESCRIPTION
 MT0814
 MT0814'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (SHS)
 MT0814'LOCATED ABOUT 20 MI. NW. OF WELLS.  19 MI. N. OF DEETH.  100 FT.
 MT0814'NW. OF A DIRT RD.  ON A LOW, ROLLING RIDGE.
 MT0814'
 MT0814'TO REACH FROM THE POST OFFICE AT DEETH, GO N. ON JARBIDGE RD. FOR
 MT0814'9.1 MI. TO RD. FORK AND SIGN PRIVATE ROAD.  TAKE RIGHT FORK FOR
 MT0814'10.4 MI. TO THE MALA VISTA RANCH.  TURN RIGHT, E., AND GO 0.9
 MT0814'MI. TO A THREE-WAY RD. JUNCTION, TURN LEFT, N., AND GO 0.85 MI.
 MT0814'TO A Y-JUNCTION.  TAKE RIGHT FORK, NE., AND GO 0.1 MI. TO A FENCE
 MT0814'AND GATE.  GO THROUGH GATE AND CONTINUE ALONG RD. FOR 1.95 MI.
 MT0814'TO STATION LEFT.
 MT0814'
 MT0814'STATION MARK--STANDARD TABLET STAMPED MALA 1967 FASTENED ON TOP
 MT0814'OF A COPPERWELD ROD FLUSH WITH THE GROUND ENCIRCLED BY A 7-IN.
 MT0814'PLASTIC PIPE, 4 FT. S. OF METAL WITNESS POST.
 MT0814'
 MT0814'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 MT0814'R.M. 1 MALA 1967 FASTENED ON TOP OF COPPERWELD ROD FLUSH WITH THE
 MT0814'GROUND AND ENCIRCLED WITH A 7-IN. PLASTIC PIPE.
 MT0814'
 MT0814'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 MT0814'R.M. 2 MALA 1967 FASTENED ON TOP OF COPPERWELD ROD AND FLUSH WITH
 MT0814'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0074 ***********************************************************************
 LQ0074  DESIGNATION -  MALL
 LQ0074  PID         -  LQ0074
 LQ0074  STATE/COUNTY-  NV/ELKO
 LQ0074  USGS QUAD   -  HARDY CREEK (1982)
 LQ0074
 LQ0074                         *CURRENT SURVEY CONTROL
 LQ0074  ___________________________________________________________________
 LQ0074* NAD 83(1994)-  40 58 10.21397(N)    114 23 53.95758(W)     ADJUSTED  
 LQ0074* NAVD 88     -      1807.575  (meters)    5930.35   (feet)  ADJUSTED  
 LQ0074  ___________________________________________________________________
 LQ0074  X           -  -1,992,754.826 (meters)                     COMP
 LQ0074  Y           -  -4,393,345.726 (meters)                     COMP
 LQ0074  Z           -   4,161,040.474 (meters)                     COMP
 LQ0074  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 LQ0074  ELLIP HEIGHT-        1790.33  (meters)          (06/11/98) GPS OBS
 LQ0074  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 LQ0074  DYNAMIC HT  -        1806.022 (meters)    5925.26  (feet)  COMP
 LQ0074  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 LQ0074
 LQ0074  HORZ ORDER  -  SECOND
 LQ0074  VERT ORDER  -  SECOND    CLASS 0
 LQ0074  ELLP ORDER  -  FOURTH    CLASS I
 LQ0074
 LQ0074.The horizontal coordinates were established by classical geodetic methods
 LQ0074.and adjusted by the National Geodetic Survey in June 1998..
 LQ0074
 LQ0074.The orthometric height was determined by differential leveling
 LQ0074.and adjusted by the National Geodetic Survey in June 1991..
 LQ0074
 LQ0074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LQ0074
 LQ0074.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0074
 LQ0074.The ellipsoidal height was determined by GPS observations
 LQ0074.and is referenced to NAD 83.
 LQ0074
 LQ0074.The geoid height was determined by GEOID03.
 LQ0074
 LQ0074.The dynamic height is computed by dividing the NAVD 88
 LQ0074.geopotential number by the normal gravity value computed on the
 LQ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0074.degrees latitude (g = 980.6199 gals.).
 LQ0074
 LQ0074.The modeled gravity was interpolated from observed gravity values.
 LQ0074
 LQ0074;                    North         East     Units Scale Factor Converg.
 LQ0074;SPC NV E     - 8,690,935.528   299,738.163   MT  1.00002240   +0 46 37.3
 LQ0074;SPC NV E     -28,513,510.98    983,390.96   sFT  1.00002240   +0 46 37.3
 LQ0074;UTM  11      - 4,538,631.712   718,916.653   MT  1.00018989   +1 42 23.3
 LQ0074
 LQ0074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0074!SPC NV E     -   0.99971925  x   1.00002240  =   0.99974164
 LQ0074!UTM  11      -   0.99971925  x   1.00018989  =   0.99990908
 LQ0074
 LQ0074|---------------------------------------------------------------------|
 LQ0074| PID    Reference Object                     Distance      Geod. Az  |
 LQ0074|                                                           dddmmss.s |
 LQ0074| LQ0073 MALL RM 2                             6.672 METERS 00438     |
 LQ0074| LQ0075 MALL RM 1                             8.516 METERS 09408     |
 LQ0074| LQ0069 KEG                                 APPROX. 2.5 KM 3114131.5 |
 LQ0074|---------------------------------------------------------------------|
 LQ0074
 LQ0074                          SUPERSEDED SURVEY CONTROL
 LQ0074
 LQ0074  NAD 83(1994)-  40 58 10.21394(N)    114 23 53.95752(W) AD(       ) 2
 LQ0074  NAD 83(1986)-  40 58 10.20741(N)    114 23 53.95549(W) AD(       ) 2
 LQ0074  NAD 27      -  40 58 10.47301(N)    114 23 50.87003(W) AD(       ) 2
 LQ0074  NGVD 29 (??/??/92) 1806.43   (m)         5926.6    (f) COMPUTED    2 0
 LQ0074
 LQ0074.Superseded values are not recommended for survey control.
 LQ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0074.See file dsdata.txt to determine how the superseded data were derived.
 LQ0074
 LQ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF1891738632(NAD 83)
 LQ0074_MARKER: DS = TRIANGULATION STATION DISK
 LQ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0074_SP_SET: CONCRETE POST
 LQ0074_STAMPING: MALL 1957
 LQ0074_MARK LOGO: CGS   
 LQ0074_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LQ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0074+STABILITY: SURFACE MOTION
 LQ0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LQ0074+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1992
 LQ0074
 LQ0074  HISTORY     - Date     Condition        Report By
 LQ0074  HISTORY     - 1957     MONUMENTED       CGS
 LQ0074  HISTORY     - 1957     GOOD             CGS
 LQ0074  HISTORY     - 19920716 GOOD             NGS
 LQ0074
 LQ0074                          STATION DESCRIPTION
 LQ0074
 LQ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0074'THE STATION IS ABOUT 5.8 MILES SOUTHEAST ALONG U.S. HIGHWAY
 LQ0074'40 FROM OASIS, 0.05 MILE NORTHEAST OF THE HIGHWAY, 0.4 MILE
 LQ0074'SOUTHEAST OF THE TELEPHONE BUILDING, AND ON TOP OF A SAGE
 LQ0074'AND GRAVEL-COVERED BENCH ON THE SOUTHWEST SIDE OF THE TELEPHONE
 LQ0074'LINE.
 LQ0074'
 LQ0074'TO REACH FROM OASIS, GO SOUTHEAST ON U.S. HIGHWAY 40 FOR 5.45
 LQ0074'MILES TO THE ENTRANCE TO THE TELEPHONE BUILDING ON THE LEFT.
 LQ0074'TURN LEFT FOR 0.1 MILE, THENCE TURN RIGHT AT THE TELEPHONE
 LQ0074'BUILDING AND FOLLOW THE TELEPHONE LINE ROAD SOUTHEAST FOR 0.4
 LQ0074'MILE TO THE STATION SITE ON THE SUMMIT OF THE BENCH.  THIS
 LQ0074'POINT IS 0.05 MILE SOUTHEAST OF A TRACK CROSSROAD WHICH CROSSES
 LQ0074'THE TELEPHONE LINE ROAD.
 LQ0074'
 LQ0074'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 LQ0074'CONCRETE CYLINDERS.
 LQ0074'
 LQ0074'THE STATION MARK, STAMPED MALL 1957, PROJECTS ABOUT 3 INCHES.
 LQ0074'IT IS 17 FEET SOUTHWEST OF THE TELEPHONE LINE AND 7 FEET
 LQ0074'EAST-SOUTHEAST OF A WITNESS POST.
 LQ0074'
 LQ0074'REFERENCE MARK 1, STAMPED MALL NO 1 1957, PROJECTS ABOUT 2
 LQ0074'INCHES.  IT IS ON LINE WITH THE TELEPHONE POLES AND ABOUT
 LQ0074'THE SAME ELEVATION AS THE STATION.
 LQ0074'
 LQ0074'REFERENCE MARK 2, STAMPED MALL NO 2 1957, PROJECTS ABOUT 4
 LQ0074'INCHES.  IT IS ALSO ON LINE WITH THE TELEPHONE POLES AND ABOUT
 LQ0074'THE SAME ELEVATION AS THE STATION.
 LQ0074
 LQ0074                          STATION RECOVERY (1957)
 LQ0074
 LQ0074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0074'6.2 MI SE FROM OASIS.
 LQ0074'6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 259.0 FEET NORTH
 LQ0074'OF CENTERLINE OF HIGHWAY, 17.0 FEET SOUTH OF TELEPHONE POLE LINE, 28.0
 LQ0074'FEET SOUTHWEST OF R.M. 1, 22.0 FEET SOUTHEAST OF R.M. 2, 7.0 FEET EAST
 LQ0074'OF WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES
 LQ0074'ABOVE GROUND SURFACE.
 LQ0074
 LQ0074                          STATION RECOVERY (1992)
 LQ0074
 LQ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LQ0074'THE STATION IS LOCATED ABOUT 40 KM (24.9 MI) NORTHWEST OF WENDOVER,
 LQ0074'UTAH, 11 KM (6.8 MI) SOUTHEAST OF OASIS, BESIDE A TRACK ROAD FOR A
 LQ0074'TRANSCONTINENTAL CABLE LINE RUNNING PARALLEL TO INTERSTATE HIGHWAY
 LQ0074'80, AT MILE 385.1, ON A LOW RIDGE THAT SLOPES TO THE WEST, IN LOW
 LQ0074'BRUSH.  OWNERSHIP--UNKNOWN.
 LQ0074'TO REACH THE STATION FROM THE OVERPASS AT THE SHAFTER INTERCHANGE
 LQ0074'(EXIT 387) OF INTERSTATE HIGHWAY 80, GO NORTHEAST ON PAVED ROAD FOR
 LQ0074'0.10 KM (0.06 MI) TO PAVEMENT END AND GRAVEL ROAD RIGHT.  TURN RIGHT,
 LQ0074'SOUTHEAST, ON ROAD FOR 0.09 KM (0.06 MI) TO A CATTLE GUARD.  CONTINUE
 LQ0074'AHEAD FOR 0.04 KM (0.02 MI) TO A TRACK ROAD LEFT.  TURN SHARP LEFT
 LQ0074'AND GO NORTHWEST ON TRACK ROAD PARALLELING HIGHWAY FOR 3.98 KM
 LQ0074'(2.47 MI) TO TOP OF LOW RISE AND STATION ON THE LEFT.
 LQ0074'THE STATION MARK IS A STANDARD CGS DISK SET INTO THE TOP OF A 25 CM
 LQ0074'ROUND CONCRETE POST PROJECTING 10 CM ABOVE THE GROUND.  IT IS 2.5 M
 LQ0074'(8.2 FT) SOUTHWEST FROM THE CENTER OF THE TRACK ROAD, 20.9 M
 LQ0074'(68.6 FT) NORTHEAST FROM THE HIGHWAY RIGHT-OF-WAY FENCE, 0.8 M
 LQ0074'(2.6 FT) NORTHWEST FROM A CARSONITE WITNESS POST, 2.2 M (7.2 FT) EAST
 LQ0074'FROM A WOODEN WITNESS POST, AND 23.3 M (76.4 FT) SOUTH FROM AN
 LQ0074'UNDERGROUND CABLE WOODEN WITNESS POST 30-1 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0075 ***********************************************************************
 LQ0075  DESIGNATION -  MALL RM 1
 LQ0075  PID         -  LQ0075
 LQ0075  STATE/COUNTY-  NV/ELKO
 LQ0075  USGS QUAD   -  HARDY CREEK (1982)
 LQ0075
 LQ0075                         *CURRENT SURVEY CONTROL
 LQ0075  ___________________________________________________________________
 LQ0075* NAD 83(1986)-  40 58 10.     (N)    114 23 53.     (W)     SCALED    
 LQ0075* NAVD 88     -      1807.761  (meters)    5930.96   (feet)  ADJUSTED  
 LQ0075  ___________________________________________________________________
 LQ0075  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 LQ0075  DYNAMIC HT  -        1806.208 (meters)    5925.87  (feet)  COMP
 LQ0075  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 LQ0075
 LQ0075  VERT ORDER  -  SECOND    CLASS 0
 LQ0075
 LQ0075.The horizontal coordinates were scaled from a topographic map and have
 LQ0075.an estimated accuracy of +/- 6 seconds.
 LQ0075
 LQ0075.The orthometric height was determined by differential leveling
 LQ0075.and adjusted by the National Geodetic Survey in June 1991..
 LQ0075
 LQ0075.The geoid height was determined by GEOID03.
 LQ0075
 LQ0075.The dynamic height is computed by dividing the NAVD 88
 LQ0075.geopotential number by the normal gravity value computed on the
 LQ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0075.degrees latitude (g = 980.6199 gals.).
 LQ0075
 LQ0075.The modeled gravity was interpolated from observed gravity values.
 LQ0075
 LQ0075;                    North         East    Units  Estimated Accuracy
 LQ0075;SPC NV E     - 8,690,930.      299,760.      MT  (+/- 180 meters Scaled)
 LQ0075
 LQ0075                          SUPERSEDED SURVEY CONTROL
 LQ0075
 LQ0075  NGVD 29 (??/??/92) 1806.618  (m)         5927.21   (f) ADJ UNCH    2 0
 LQ0075
 LQ0075.Superseded values are not recommended for survey control.
 LQ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0075.See file dsdata.txt to determine how the superseded data were derived.
 LQ0075
 LQ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF189386(NAD 83)
 LQ0075_MARKER: DR = REFERENCE MARK DISK
 LQ0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0075_STAMPING: MALL NO 1 1957
 LQ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0075+STABILITY: SURFACE MOTION
 LQ0075
 LQ0075  HISTORY     - Date     Condition        Report By
 LQ0075  HISTORY     - 1957     MONUMENTED       CGS
 LQ0075
 LQ0075                          STATION DESCRIPTION
 LQ0075
 LQ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0075'6.2 MI SE FROM OASIS.
 LQ0075'6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 276.0 FEET NORTH
 LQ0075'OF CENTERLINE OF HIGHWAY, 28.0 FEET NORTHEAST OF STATION MARK, UNDER
 LQ0075'TELEPHONE LINE, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE
 LQ0075'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0073 ***********************************************************************
 LQ0073  DESIGNATION -  MALL RM 2
 LQ0073  PID         -  LQ0073
 LQ0073  STATE/COUNTY-  NV/ELKO
 LQ0073  USGS QUAD   -  HARDY CREEK (1982)
 LQ0073
 LQ0073                         *CURRENT SURVEY CONTROL
 LQ0073  ___________________________________________________________________
 LQ0073* NAD 83(1986)-  40 58 10.     (N)    114 23 53.     (W)     SCALED    
 LQ0073* NAVD 88     -      1807.580  (meters)    5930.37   (feet)  ADJUSTED  
 LQ0073  ___________________________________________________________________
 LQ0073  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 LQ0073  DYNAMIC HT  -        1806.028 (meters)    5925.28  (feet)  COMP
 LQ0073  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 LQ0073
 LQ0073  VERT ORDER  -  SECOND    CLASS 0
 LQ0073
 LQ0073.The horizontal coordinates were scaled from a topographic map and have
 LQ0073.an estimated accuracy of +/- 6 seconds.
 LQ0073
 LQ0073.The orthometric height was determined by differential leveling
 LQ0073.and adjusted by the National Geodetic Survey in June 1991..
 LQ0073
 LQ0073.The geoid height was determined by GEOID03.
 LQ0073
 LQ0073.The dynamic height is computed by dividing the NAVD 88
 LQ0073.geopotential number by the normal gravity value computed on the
 LQ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0073.degrees latitude (g = 980.6199 gals.).
 LQ0073
 LQ0073.The modeled gravity was interpolated from observed gravity values.
 LQ0073
 LQ0073;                    North         East    Units  Estimated Accuracy
 LQ0073;SPC NV E     - 8,690,930.      299,760.      MT  (+/- 180 meters Scaled)
 LQ0073
 LQ0073                          SUPERSEDED SURVEY CONTROL
 LQ0073
 LQ0073  NGVD 29 (??/??/92) 1806.438  (m)         5926.62   (f) ADJ UNCH    2 0
 LQ0073
 LQ0073.Superseded values are not recommended for survey control.
 LQ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0073.See file dsdata.txt to determine how the superseded data were derived.
 LQ0073
 LQ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF189386(NAD 83)
 LQ0073_MARKER: DR = REFERENCE MARK DISK
 LQ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0073_STAMPING: MALL NO 2 1957
 LQ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0073+STABILITY: SURFACE MOTION
 LQ0073
 LQ0073  HISTORY     - Date     Condition        Report By
 LQ0073  HISTORY     - 1957     MONUMENTED       CGS
 LQ0073
 LQ0073                          STATION DESCRIPTION
 LQ0073
 LQ0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0073'6.2 MI SE FROM OASIS.
 LQ0073'6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 276.0 FEET NORTH
 LQ0073'OF CENTERLINE OF HIGHWAY, 22.0 FEET NORTHWEST OF STATION MARK, UNDER
 LQ0073'TELEPHONE POLE LINE, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES
 LQ0073'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0986 ***********************************************************************
 LR0986  DESIGNATION -  MANGANESE
 LR0986  PID         -  LR0986
 LR0986  STATE/COUNTY-  NV/LANDER
 LR0986  USGS QUAD   -  ANTLER PEAK (1984)
 LR0986
 LR0986                         *CURRENT SURVEY CONTROL
 LR0986  ___________________________________________________________________
 LR0986* NAD 83(1994)-  40 35 49.14030(N)    117 12 17.12568(W)     ADJUSTED  
 LR0986* NAVD 88     -      2314.6    (meters)    7594.     (feet)  VERTCON   
 LR0986  ___________________________________________________________________
 LR0986  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 LR0986  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 LR0986
 LR0986  HORZ ORDER  -  THIRD
 LR0986
 LR0986.The horizontal coordinates were established by classical geodetic methods
 LR0986.and adjusted by the National Geodetic Survey in June 1998..
 LR0986
 LR0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0986
 LR0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0986
 LR0986.The geoid height was determined by GEOID03.
 LR0986
 LR0986;                    North         East     Units Scale Factor Converg.
 LR0986;SPC NV C     - 6,649,034.233   454,457.477   MT  0.99992552   -0 21 00.6
 LR0986;SPC NV C     -21,814,373.15  1,490,999.24   sFT  0.99992552   -0 21 00.6
 LR0986;UTM  11      - 4,494,040.111   482,675.143   MT  0.99960369   -0 07 59.7
 LR0986
 LR0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0986!SPC NV C     -   0.99964025  x   0.99992552  =   0.99956579
 LR0986!UTM  11      -   0.99964025  x   0.99960369  =   0.99924408
 LR0986
 LR0986                          SUPERSEDED SURVEY CONTROL
 LR0986
 LR0986  NAD 83(1986)-  40 35 49.14538(N)    117 12 17.12007(W) AD(       ) 3
 LR0986  NGVD 29 (07/11/94) 2313.4    (m)         7590.     (f) VERT ANG       
 LR0986
 LR0986.Superseded values are not recommended for survey control.
 LR0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0986.See file dsdata.txt to determine how the superseded data were derived.
 LR0986
 LR0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME8267594040(NAD 83)
 LR0986_MARKER: DS = TRIANGULATION STATION DISK
 LR0986_SETTING: 0 = UNSPECIFIED SETTING
 LR0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0986
 LR0986  HISTORY     - Date     Condition        Report By
 LR0986  HISTORY     - 1940     MONUMENTED       USGS
 LR0986
 LR0986                          STATION DESCRIPTION
 LR0986
 LR0986'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 LR0986'LOCATED ABOUT 4.25 MI. W. OF ANTLER PEAK, 3 MI. S. AND 15 MI. W. OF
 LR0986'BATTLE MOUNTAIN, 1.5 MI. NE. OF WESTERN ALLOY COMPANYS MANGANESE MINE,
 LR0986'0.7 MI. NE. OF BRUSH CORRAL, ON TOP OF THE HIGHEST POINT OF WOODED
 LR0986'PEAK WHICH LIES ON S. SIDE OF MILL CANYON, NEAR N. END OF TOP.
 LR0986'
 LR0986'TO REACH FROM SERVICE STATION IN VALMY ON U.S. HIGHWAY 40, GO W. ON
 LR0986'GRAVELED T-RD. 3 MI. TO FORKS, TAKE RIGHT FORK 7 MI. TO CURVE IN RD.
 LR0986'AND DIM RD. STRAIGHT, KEEP LEFT ON MAIN RD. 3.05 MI. TO RD. FORKS AT
 LR0986'ABANDONED ORE PILE, TAKE RIGHT FORK 2.75 MI. TO T-RD. ON LEFT, TURN
 LR0986'LEFT AND CONTINUE UPHILL ON SWITCHBACK RD. 2.25 MI. TO AN OPEN MINE
 LR0986'PIT AND END OF TRUCK TRAVEL.  HIKE E. UPHILL TO TOP, THENCE ALONG
 LR0986'RIDGE FOR APPROXIMATELY 1 MI. TO WHERE RIDGE SWINGS TO LEFT (N.) AND
 LR0986'LEADS TO HIGHEST POINT AND STATION.  A 1 HOUR PACK.
 LR0986'
 LR0986'STATION MARK--STANDARD TABLET STAMPED----MANGANESE 1940----,CEMENTED
 LR0986'IN LOW LIMESTONE ROCK.
 LR0986'
 LR0986'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN BLAZE ON SMALL
 LR0986'JUNIPER TREE, 59.28 FT. FROM STATION MARK 24 DEGREES 45 MINUTES.
 LR0986'
 LR0986'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN BLAZE ON SMALL
 LR0986'JUNIPER TREE, 23.49 FT. FROM STATION MARK 101 DEGREES 42 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1968 ***********************************************************************
 GR1968  DESIGNATION -  MANSE
 GR1968  PID         -  GR1968
 GR1968  STATE/COUNTY-  NV/CLARK
 GR1968  USGS QUAD   -  PAHRUMP NE (1984)
 GR1968
 GR1968                         *CURRENT SURVEY CONTROL
 GR1968  ___________________________________________________________________
 GR1968* NAD 83(1994)-  36 12 04.52548(N)    115 51 42.37507(W)     ADJUSTED  
 GR1968* NAVD 88     -      1576.8    (meters)    5173.     (feet)  VERTCON   
 GR1968  ___________________________________________________________________
 GR1968  LAPLACE CORR-          15.80  (seconds)                    DEFLEC99
 GR1968  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 GR1968
 GR1968  HORZ ORDER  -  FIRST
 GR1968
 GR1968.The horizontal coordinates were established by classical geodetic methods
 GR1968.and adjusted by the National Geodetic Survey in June 1998..
 GR1968
 GR1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1968
 GR1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1968
 GR1968.The geoid height was determined by GEOID03.
 GR1968
 GR1968;                    North         East     Units Scale Factor Converg.
 GR1968;SPC NV E     - 8,161,035.832   174,961.463   MT  0.99990772   -0 09 52.0
 GR1968;SPC NV E     -26,774,998.39    574,019.40   sFT  0.99990772   -0 09 52.0
 GR1968;SPC NV C     - 6,161,300.188   572,381.019   MT  0.99996453   +0 28 31.5
 GR1968;SPC NV C     -20,214,199.03  1,877,886.73   sFT  0.99996453   +0 28 31.5
 GR1968;UTM  11      - 4,006,871.538   602,326.652   MT  0.99972901   +0 40 20.4
 GR1968
 GR1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1968!SPC NV E     -   0.99975682  x   0.99990772  =   0.99966457
 GR1968!SPC NV C     -   0.99975682  x   0.99996453  =   0.99972136
 GR1968!UTM  11      -   0.99975682  x   0.99972901  =   0.99948590
 GR1968
 GR1968|---------------------------------------------------------------------|
 GR1968| PID    Reference Object                     Distance      Geod. Az  |
 GR1968|                                                           dddmmss.s |
 GR1968| CC5588 MANSE RM 1                            8.478 METERS 09108     |
 GR1968| CC5589 MANSE RM 2                           11.725 METERS 14443     |
 GR1968| CC5590 MANSE RM 3                                         2850637.6 |
 GR1968|---------------------------------------------------------------------|
 GR1968
 GR1968                          SUPERSEDED SURVEY CONTROL
 GR1968
 GR1968  NAD 83(1992)-  36 12 04.52484(N)    115 51 42.37131(W) AD(1991.35) 1
 GR1968  NAD 83(1992)-  36 12 04.52259(N)    115 51 42.37572(W) AD(       ) 1
 GR1968  NAD 83(1986)-  36 12 04.51337(N)    115 51 42.37096(W) AD(       ) 1
 GR1968  NAD 27      -  36 12 04.65100(N)    115 51 39.29700(W) AD(       ) 1
 GR1968  NGVD 29 (07/19/86) 1576.0    (m)         5171.     (f) VERT ANG       
 GR1968
 GR1968.Superseded values are not recommended for survey control.
 GR1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1968.See file dsdata.txt to determine how the superseded data were derived.
 GR1968
 GR1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA0232706872(NAD 83)
 GR1968_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GR1968_SETTING: 66 = SET IN ROCK OUTCROP
 GR1968
 GR1968  HISTORY     - Date     Condition        Report By
 GR1968  HISTORY     - 1933     MONUMENTED       CGS
 GR1968  HISTORY     - 1954     SEE DESCRIPTION  CGS
 GR1968
 GR1968                          STATION DESCRIPTION
 GR1968
 GR1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 GR1968'THE STATION IS ON A RIDGE ABOUT 0.5 MILE E OF A DOME-LIKE
 GR1968'LIGHT-COLORED HILL 5 MILES NE OF MANSE RANCH AND ABOUT 9 MILES
 GR1968'E OF PAHRUMP.  ON THE HIGHEST POINT OF THE RIDGE.
 GR1968'
 GR1968'SURFACE AND REFERENCE MARKS NOS. 1, 2, AND 3 ARE STANDARD
 GR1968'BRONZE DISKS WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK, AS
 GR1968'DESCRIBED IN NOTES 2 AND 12A.
 GR1968'
 GR1968'REFERENCE MARK NO. 3 (AZIMTUH MARK) IS NW 1/4 MILE ON THE SAME
 GR1968'RIDGE JUST BEFORE IT JUMPS OFF.
 GR1968'
 GR1968'REACHED FROM DEATH VALLEY JUNCTION AS FOLLOWS--TAKE THE WELL
 GR1968'POSTED ROAD TO PAHRUMP, CONTINUE 6.0 MILES TO THE MANSE RANCH.
 GR1968'FROM THE MANSE RANCH GO BACK N 0.3 MILE, TAKE RIGHT ROAD OF
 GR1968'THREE (SAWMILL ROAD), GO 2.0 MILES AND TURN RIGHT OFF ROAD
 GR1968'ACROSS WASHES AND UP SLOPE INTO LARGE CNAYON, FOLLOW UP THE
 GR1968'CANYON TO THE HEAD OF IT, LEAVE THE TRUCK HERE AND GO UP RIDGE
 GR1968'(VERY STEEP) GOING E TO TOP OF THE MAIN RIDGE, FROM TOP
 GR1968'OF MAIN RIDGE GO 1/4 MILE ALONG THE RIDGE TO THE HIGHEST PART
 GR1968'AND THE STATION.  ABOUT 1 HOUR PACK.
 GR1968'
 GR1968'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 GR1968
 GR1968                          STATION RECOVERY (1954)
 GR1968
 GR1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 GR1968'RECOVERED - THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED
 GR1968'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 GR1968'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS AND
 GR1968'CORRECTIONS--THE CURVE OF THE RIDGE ON WHICH THE STATION IS
 GR1968'LOCATED POINTS DIRECTLY AT MANSE RANCH AND THE STATION IS ABOUT
 GR1968'3.5 MILES NORTHEAST OF THE RANCH AND ABOUT 6.7 MILES EAST OF
 GR1968'PAHRUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0333 ***********************************************************************
 HP0333  DESIGNATION -  MAR
 HP0333  PID         -  HP0333
 HP0333  STATE/COUNTY-  NV/LINCOLN
 HP0333  USGS QUAD   -  SOUTH OF DELAMAR LAKE (1980)
 HP0333
 HP0333                         *CURRENT SURVEY CONTROL
 HP0333  ___________________________________________________________________
 HP0333* NAD 83(1994)-  37 10 13.10494(N)    114 56 19.17134(W)     ADJUSTED  
 HP0333* NAVD 88     -      1884.9    (meters)    6184.     (feet)  VERTCON   
 HP0333  ___________________________________________________________________
 HP0333  LAPLACE CORR-           7.10  (seconds)                    DEFLEC99
 HP0333  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 HP0333
 HP0333  HORZ ORDER  -  SECOND
 HP0333
 HP0333.The horizontal coordinates were established by classical geodetic methods
 HP0333.and adjusted by the National Geodetic Survey in June 1998..
 HP0333
 HP0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0333
 HP0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0333
 HP0333.The geoid height was determined by GEOID03.
 HP0333
 HP0333;                    North         East     Units Scale Factor Converg.
 HP0333;SPC NV E     - 8,268,720.924   257,249.934   MT  0.99994036   +0 23 22.3
 HP0333;SPC NV E     -27,128,295.23    843,994.16   sFT  0.99994036   +0 23 22.3
 HP0333;UTM  11      - 4,115,754.882   683,010.930   MT  1.00001260   +1 14 44.8
 HP0333
 HP0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0333!SPC NV E     -   0.99970830  x   0.99994036  =   0.99964868
 HP0333!UTM  11      -   0.99970830  x   1.00001260  =   0.99972090
 HP0333
 HP0333:                Primary Azimuth Mark                     Grid Az
 HP0333:SPC NV E     -  DOUBLE                                   016 08 28.5
 HP0333:UTM  11      -  DOUBLE                                   015 17 06.0
 HP0333
 HP0333|---------------------------------------------------------------------|
 HP0333| PID    Reference Object                     Distance      Geod. Az  |
 HP0333|                                                           dddmmss.s |
 HP0333| HP0336 DOUBLE                              APPROX.12.2 KM 0163150.8 |
 HP0333| DD6224 MAR RM 1                             18.851 METERS 14230     |
 HP0333| DD6225 MAR RM 2                             19.823 METERS 22037     |
 HP0333|---------------------------------------------------------------------|
 HP0333
 HP0333                          SUPERSEDED SURVEY CONTROL
 HP0333
 HP0333  NAD 83(1994)-  37 10 13.10337(N)    114 56 19.16939(W) AD(       ) 2
 HP0333  NAD 83(1992)-  37 10 13.09850(N)    114 56 19.16856(W) AD(       ) 2
 HP0333  NAD 83(1986)-  37 10 13.09787(N)    114 56 19.16853(W) AD(       ) 2
 HP0333  NAD 27      -  37 10 13.22762(N)    114 56 16.15383(W) AD(       ) 2
 HP0333  NGVD 29 (07/19/86) 1884.0    (m)         6181.     (f) VERT ANG       
 HP0333
 HP0333.Superseded values are not recommended for survey control.
 HP0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0333.See file dsdata.txt to determine how the superseded data were derived.
 HP0333
 HP0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB8301115755(NAD 83)
 HP0333_MARKER: DD = SURVEY DISK
 HP0333_SETTING: 66 = SET IN ROCK OUTCROP
 HP0333
 HP0333  HISTORY     - Date     Condition        Report By
 HP0333  HISTORY     - 1969     MONUMENTED       USGS
 HP0333
 HP0333                          STATION DESCRIPTION
 HP0333
 HP0333'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 HP0333'LOCATED ABOUT 18 MI. SE. OF ALAMO.  ABOUT 8 MI. SE. OF THE S. END
 HP0333'OF LOWER PAHRANAGAT LAKE.  ON A TOP NEAR THE SW. END OF THE
 HP0333'DELAMAR MOUNTAINS.
 HP0333'
 HP0333'REACHED BY HELICOPTER.
 HP0333'
 HP0333'THE MOST PROBABLY GROUND APPROACH WOULD BE FROM ALAMO.  DRIVE
 HP0333'S. ABOUT 16 MI. ON HIGHWAY 93, LEAVE THE HIGHWAY AND DRIVE
 HP0333'CROSS-COUNTY TO THE E. FOR ABOUT 2 MI. TOWARD THE BASE OF A LONG
 HP0333'GENTLE RIDGE THAT RUNS FROM THE VALLEY TO AN AREA ABOUT 0.5
 HP0333'MI. N. OF THE STATION SITE.  THIS APPEARS TO BE A 2 HOUR PACK.
 HP0333'
 HP0333'STATION MARK--A STANDARD USGS TABLET STAMPED MAR 1969 SET
 HP0333'IN ROCK OUTCORP.
 HP0333'
 HP0333'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK
 HP0333'TABLET STAMPED NO 1 1969 SET IN ROCK OUTCROP.
 HP0333'
 HP0333'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 HP0333'STAMPED NO 2 1969 SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0839 ***********************************************************************
 MT0839  DESIGNATION -  MARBLE
 MT0839  PID         -  MT0839
 MT0839  STATE/COUNTY-  NV/ELKO
 MT0839  USGS QUAD   -  STAG MOUNTAIN (1967)
 MT0839
 MT0839                         *CURRENT SURVEY CONTROL
 MT0839  ___________________________________________________________________
 MT0839* NAD 83(1994)-  41 22 51.16194(N)    115 27 20.03857(W)     ADJUSTED  
 MT0839* NAVD 88     -      2474.6    (meters)    8119.     (feet)  VERTCON   
 MT0839  ___________________________________________________________________
 MT0839  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 MT0839  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 MT0839
 MT0839  HORZ ORDER  -  FIRST
 MT0839
 MT0839.The horizontal coordinates were established by classical geodetic methods
 MT0839.and adjusted by the National Geodetic Survey in June 1998..
 MT0839
 MT0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0839
 MT0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0839
 MT0839.The geoid height was determined by GEOID03.
 MT0839
 MT0839;                    North         East     Units Scale Factor Converg.
 MT0839;SPC NV E     - 8,735,948.665   210,686.518   MT  0.99990140   +0 05 04.1
 MT0839;SPC NV E     -28,661,191.58    691,227.35   sFT  0.99990140   +0 05 04.1
 MT0839;UTM  11      - 4,582,190.312   629,140.651   MT  0.99980524   +1 01 16.0
 MT0839
 MT0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0839!SPC NV E     -   0.99961465  x   0.99990140  =   0.99951609
 MT0839!UTM  11      -   0.99961465  x   0.99980524  =   0.99941996
 MT0839
 MT0839:                Primary Azimuth Mark                     Grid Az
 MT0839:SPC NV E     -  MARBLE AZ MK                             088 04 35.1
 MT0839:UTM  11      -  MARBLE AZ MK                             087 08 23.2
 MT0839
 MT0839|---------------------------------------------------------------------|
 MT0839| PID    Reference Object                     Distance      Geod. Az  |
 MT0839|                                                           dddmmss.s |
 MT0839| DD6226 MARBLE AZ MK                                       0880939.2 |
 MT0839| DD6227 MARBLE RM 1                           1.688 METERS 11521     |
 MT0839| MT0837 CAMP                                APPROX.10.7 KM 1533302.4 |
 MT0839| DD6229 MARBLE RM 3                           6.555 METERS 16822     |
 MT0839| DD6228 MARBLE RM 2                           3.024 METERS 27759     |
 MT0839| DD6230 MARBLE RM 4                           7.547 METERS 32036     |
 MT0839|---------------------------------------------------------------------|
 MT0839
 MT0839                          SUPERSEDED SURVEY CONTROL
 MT0839
 MT0839  NAD 83(1986)-  41 22 51.15881(N)    115 27 20.03284(W) AD(       ) 1
 MT0839  NAD 27      -  41 22 51.46482(N)    115 27 16.79586(W) AD(       ) 1
 MT0839  NGVD 29 (07/19/86) 2473.3    (m)         8114.     (f) VERT ANG       
 MT0839
 MT0839.Superseded values are not recommended for survey control.
 MT0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0839.See file dsdata.txt to determine how the superseded data were derived.
 MT0839
 MT0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF2914182190(NAD 83)
 MT0839_MARKER: DS = TRIANGULATION STATION DISK
 MT0839_SETTING: 66 = SET IN ROCK OUTCROP
 MT0839_SP_SET: SET IN ROCK OUTCROP
 MT0839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0839+STABILITY: POSITION/ELEVATION WELL
 MT0839
 MT0839  HISTORY     - Date     Condition        Report By
 MT0839  HISTORY     - 1933     MONUMENTED       USGS
 MT0839  HISTORY     - 1947     GOOD             CGS
 MT0839  HISTORY     - 1957     GOOD             USGS
 MT0839  HISTORY     - 1957     GOOD             USGS
 MT0839  HISTORY     - 1967     GOOD             USGS
 MT0839
 MT0839                          STATION DESCRIPTION
 MT0839
 MT0839'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 MT0839'LOCATED 21.5 MI N. AND 8.5 MI W. OF DEETH.  ON SUMMIT OF HIGH
 MT0839'RIDGE ABOUT 1 MI S. OF POINT KNOWN AS STAGG MOUNTAIN.
 MT0839'
 MT0839'TO REACH FROM DEETH, TAKE CHARLESTON RD. 26.1 MI NW. TO DIM RD.
 MT0839'TO DIM RD. FORK LEFT.  THEN 4.5 MI W. PAST GALVANIZED IRON CABIN
 MT0839'TO SPRING NEAR TOP OF SADDLE.  THEN ON FOOT ABOUT 2.5 MI NW. OVER
 MT0839'SADDLE ON RIDGE THROUGH DRIFT FENCE ACROSS CANYON TO STATION ON
 MT0839'HIGHEST POINT OF NARROW RIDGE.
 MT0839'
 MT0839'STATION MARK--STANDARD TABLET STAMPED---MARBLE 1933---, CEMENTED IN
 MT0839'OUTCROP.
 MT0839'
 MT0839'RM 1--STANDARD RM TABLET STAMPED---MARBLE REF NO 1 1933---.
 MT0839'
 MT0839'RM 2--1-1/2 INCH SQUARE HOLE CHISELED IN BEDROCK.
 MT0839
 MT0839                          STATION RECOVERY (1947)
 MT0839
 MT0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FR)
 MT0839'THE STATION IS 25 MILES, AIRLINE, NORTH-NORTHEAST OF DEETH,
 MT0839'4 MILES WEST OF THE DEETH-CHARLESTON ROAD, ON THE SUMMIT OF A
 MT0839'HIGH RIDGE WHICH IS LOCALLY KNOWN AS STAGG MOUNTAIN.  THERE
 MT0839'IS A POINT APPROXIMATELY 1 MILE NORTH BY EAST OF THE STATION
 MT0839'WITH ABOUT THE SAME ELEVATION.
 MT0839'
 MT0839'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 MT0839'MARK DISC CEMENTED IN A DRILL HOLE IN BEDROCK AND IS ON THE
 MT0839'HIGHEST POINT OF THE RIDGE.  IT IS STAMPED MARBLE 1933.
 MT0839'
 MT0839'REFERENCE MARK NO. 1 IS A STANDARD U.S. GEOLOGICAL SURVEY DISC
 MT0839'CEMENTED IN A DRILL HOLE IN AN 8 X 12 INCH MASS OF OUTCROPPING
 MT0839'BEDROCK WHICH PROJECTS 8 INCHES.  IT IS STAMPED MARBLE REF
 MT0839'NO 1 1933.
 MT0839'
 MT0839'REFERENCE MARK NO. 2 IS 1-1/2 INCH SQUARE HOLE CHISELED 1/2 INCH
 MT0839'DEEP IN BEDROCK WHICH IS 2 FEET LOWER THAN THE STATION MARK.
 MT0839'
 MT0839'REFERENCE MARK NO. 3 IS A STANDARD DISK CEMENTED IN A DRILL
 MT0839'HOLE IN BEDROCK WHICH IS 2-1/4 FEET LOWER THAN THE STATION
 MT0839'MARK.  IT IS STAMPED MARBLE USGS NO 3 1947.
 MT0839'
 MT0839'REFERENCE MARK NO. 4 IS A STANDARD DISK CEMENTED IN A DRILL
 MT0839'HOLE IN A MASS OF OUTCROPPING BEDROCK WHICH IS 24 IN BY 18 IN,
 MT0839'PROJECTS 2 FEET ON THE WEST SIDE AND 6 INCHES ON THE EAST
 MT0839'SIDE.  IT IS STAMPED MARBLE USGS NO 4 1947.
 MT0839'
 MT0839'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL
 MT0839'HOLE IN BEDROCK.  IT IS ON A ROCKY KNOLL, 4 FEET WEST OF A
 MT0839'ROCK CAIRN, 100 YARDS WEST OF A NORTH-SOUTH FENCE LINE, AND
 MT0839'1/4 MILE NORTHWEST OF A HIGH ROCKY RIDGE.  IT IS STAMPED
 MT0839'MARBLE USGS 1947.
 MT0839'
 MT0839'TO REACH THE STATION FROM DEETH GO NORTH AND WEST ON THE
 MT0839'DEETH-CHARLESTON ROAD FOR 24.8 MILES TO A SMALL BRIDGE.
 MT0839'CONTINUE 0.5 MILE TO ANOTHER SMALL BRIDGE.  CONTINUE 0.1
 MT0839'MILE TO A SIDE ROAD LEFT.  TURN LEFT ONTO THE SIDE ROAD
 MT0839'AND GO NORTHWESTERLY 2.1 MILES ON A TRACK ROAD TO AN OLD
 MT0839'RANCH SITE (THE BUILDINGS ARE GONE).  CONTINUE NORTHWESTERLY
 MT0839'UP THE MAIN CANYON ON DIM TRACKS FOR ABOUT A MILE TO THE END OF
 MT0839'THE ROAD.  FROM HERE CONTINUE WESTERLY UP THE MAIN CANYON FOR
 MT0839'2 MILES TO A SADDLE AND FENCE LINE.  THIS IS THE END OF TRUCK
 MT0839'TRAVEL.  THE AZIMUTH MARK IS JUST NORTHWEST ON THE FIRST
 MT0839'KNOLL.  THE STATION MAY BE SEEN ON THE FIRST HIGH RIDGE ABOUT
 MT0839'3/4 MILE WEST BY NORTH.  PACK DOWN INTO THE DRAW TO THE WEST
 MT0839'THENCE WESTERLY UP STEEP RIDGE TO THE HIGHEST POINT AND
 MT0839'THE STATION.  A 40 MINUTE PACK.
 MT0839'
 MT0839'NOTE--A 4 WHEEL-DRIVE VEHICLE IS NECESSARY FOR THE LAST 2 MILES.
 MT0839
 MT0839                          STATION RECOVERY (1957)
 MT0839
 MT0839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MT0839'RECOVERED AS DESCRIBED BY USGS.  RECOVERED BY NGS IN 1947.
 MT0839'
 MT0839'RM 3--NGS DISK STAMPED---MARBLE USGS NO 3 1947---.
 MT0839'
 MT0839'RM 4--NGS DISK STAMPED---MARBLE USGS NO 4 1947---.
 MT0839
 MT0839                          STATION RECOVERY (1957)
 MT0839
 MT0839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MT0839'RECOVERED AS DESCRIBED BY USGS AND NGS.
 MT0839
 MT0839                          STATION RECOVERY (1967)
 MT0839
 MT0839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (BR)
 MT0839'LOCATED 21.5 MI. N. AND 8.5 MI. W. OF DEETH, ON SUMMIT OF
 MT0839'HIGH RIDGE ABOUT 1 MI. S. OF POINT KNOWN AS STAGG MOUNTAIN.
 MT0839'
 MT0839'TO REACH THE STATION FROM DEETH, GO N. AND W. ON THE
 MT0839'DEETH-CHARLESTON RD. FOR 24.8 MI. TO A SMALL BRIDGE.  CONTINUE
 MT0839'0.5 MI. TO ANOTHER SMALL BRIDGE.  CONTINUE 0.1 MI. TO A SIDE
 MT0839'RD. LEFT.  TURN LEFT ONTO THE SIDE RD. AND GO NORTHWESTERLY
 MT0839'2.1 MI. ON A TRACK RD. TO AN OLD RANCH SITE (THE BUILDINGS
 MT0839'ARE GONE.  CONTINUE NORTHWESTRLY UP THE MAIN CANYON ON
 MT0839'DIM TRACKS FOR ABOUT 1 MI. TO THE END OF THE RD.  FROM HERE
 MT0839'CONTINUE WESTERLY UP THE MAIN CANYON FOR 2 MI. TO A SADDLE
 MT0839'AND FENCELINE.  THIS IS THE END OF TRUCK TRAVEL.  THE AZIMUTH
 MT0839'MARK IS JUST NW. ON THE FIRST KNOLL.  THE STATION MAY BE
 MT0839'SEEN ON THE FIRST HIGH RIDGE ABOUT 0.75 MI. W. BY N.  PACK DOWN
 MT0839'INTO THE DRAW TO THE W. THENCE WESTERLY UP STEEP RIDGE TO
 MT0839'THE HIGHEST POINT AND THE STATION.  A 40-MINUTE PACK.  NOTE--A
 MT0839'4-WHEEL DRIVE VEHICLE IS NECESSARY FOR THE LAST 2 MI.
 MT0839'
 MT0839'STATION MARK--STANDARD USGS TABLET STAMPED MARBLE 1933 CEMENTED
 MT0839'IN OUTCROP.
 MT0839'
 MT0839'REFERENCE MARK NO. 1--STANDARD USGS TABLET STAMPED MARBLE REF
 MT0839'NO 1 1933 SET IN DRILL HOLE IN OUTCROPPING BEDROCK.
 MT0839'
 MT0839'REFERENCE MARK NO. 2--A 1-1/2 IN. SQUARE HOLE CHISELED IN BEDROCK.
 MT0839'
 MT0839'REFERENCE MARK NO. 3--STANDARD C AND GS TABLET STAMPED MARBLE
 MT0839'USGS NO 3 1947 CEMENTED IN DRILL HOLE IN BEDROCK.
 MT0839'
 MT0839'REFERENCE MARK NO. 4--STANDARD C AND GS TABLET STAMPED MARBLE
 MT0839'USGS NO 4 1947 CEMENTED IN A DRILL HOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1868 ***********************************************************************
 KR1868  DESIGNATION -  MARBLE
 KR1868  PID         -  KR1868
 KR1868  STATE/COUNTY-  NV/WASHOE
 KR1868  USGS QUAD   -  PAH RAH MTN (1985)
 KR1868
 KR1868                         *CURRENT SURVEY CONTROL
 KR1868  ___________________________________________________________________
 KR1868* NAD 83(1994)-  39 52 15.13310(N)    119 23 30.76614(W)     ADJUSTED  
 KR1868* NAVD 88     -      1394.1    (meters)    4574.     (feet)  VERTCON   
 KR1868  ___________________________________________________________________
 KR1868  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 KR1868  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 KR1868
 KR1868  HORZ ORDER  -  THIRD
 KR1868
 KR1868.The horizontal coordinates were established by classical geodetic methods
 KR1868.and adjusted by the National Geodetic Survey in June 1998..
 KR1868
 KR1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1868
 KR1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1868
 KR1868.The geoid height was determined by GEOID03.
 KR1868
 KR1868;                    North         East     Units Scale Factor Converg.
 KR1868;SPC NV W     - 4,568,589.036   730,831.748   MT  0.99995888   -0 31 06.0
 KR1868;SPC NV W     -14,988,779.20  2,397,737.16   sFT  0.99995888   -0 31 06.0
 KR1868;UTM  11      - 4,416,163.379   295,435.113   MT  1.00011520   -1 32 01.9
 KR1868
 KR1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1868!SPC NV W     -   0.99978508  x   0.99995888  =   0.99974397
 KR1868!UTM  11      -   0.99978508  x   1.00011520  =   0.99990026
 KR1868
 KR1868|---------------------------------------------------------------------|
 KR1868| PID    Reference Object                     Distance      Geod. Az  |
 KR1868|                                                           dddmmss.s |
 KR1868| CS7125 MARBLE RM 2                           4.554 METERS 07323     |
 KR1868| CS7124 MARBLE RM 1                           3.319 METERS 19828     |
 KR1868|---------------------------------------------------------------------|
 KR1868
 KR1868                          SUPERSEDED SURVEY CONTROL
 KR1868
 KR1868  NAD 83(1992)-  39 52 15.13974(N)    119 23 30.76536(W) AD(       ) 3
 KR1868  NAD 83(1986)-  39 52 15.14418(N)    119 23 30.75911(W) AD(       ) 3
 KR1868  NGVD 29 (10/14/92) 1393.1    (m)         4571.     (f) VERT ANG       
 KR1868
 KR1868.Superseded values are not recommended for survey control.
 KR1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1868.See file dsdata.txt to determine how the superseded data were derived.
 KR1868
 KR1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE9543516163(NAD 83)
 KR1868_MARKER: DS = TRIANGULATION STATION DISK
 KR1868_SETTING: 66 = SET IN ROCK OUTCROP
 KR1868_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KR1868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1868+STABILITY: POSITION/ELEVATION WELL
 KR1868
 KR1868  HISTORY     - Date     Condition        Report By
 KR1868  HISTORY     - 1956     MONUMENTED       USGS
 KR1868
 KR1868                          STATION DESCRIPTION
 KR1868
 KR1868'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KR1868'LOCATED ABOUT 3 MI N. AND 2 MI W. OF NIXON.  ON WEST END OF MARBLE
 KR1868'BLUFF.
 KR1868'
 KR1868'TO REACH FROM NIXON TRADING POST 16 MI N. OF WADSWORTH ON STATE
 KR1868'HWY. 34, DRIVE 4.5 MI N. ON STATE HWY. 34 TO BASE OF MARBLE
 KR1868'BLUFF.  LEAVE TRUCK AND CLIMB NORTH SIDE OF BLUFF TO STATION ON
 KR1868'HIGHEST POINT OF WESTERN END OF HILL.
 KR1868'
 KR1868'STATION MARK--STANDARD TABLET STAMPED---MARBLE 1956---, CEMENTED IN
 KR1868'DRILL HOLE IN ROCK OUTCROP.
 KR1868'
 KR1868'RM 1--COPPER NAIL AND WASHER STAMPED---1---, IN ROCK.
 KR1868'
 KR1868'RM 2--COPPER NAIL AND WASHER STAMPED---2---, IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1799 ***********************************************************************
 GR1799  DESIGNATION -  MARBLE 2
 GR1799  PID         -  GR1799
 GR1799  STATE/COUNTY-  NV/CLARK
 GR1799  USGS QUAD   -  GASS PEAK NE (1986)
 GR1799
 GR1799                         *CURRENT SURVEY CONTROL
 GR1799  ___________________________________________________________________
 GR1799* NAD 83(1994)-  36 23 31.18423(N)    115 03 00.17058(W)     ADJUSTED  
 GR1799* NAVD 88     -      1640.3    (meters)    5382.     (feet)  VERTCON   
 GR1799  ___________________________________________________________________
 GR1799  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 GR1799  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR1799
 GR1799  HORZ ORDER  -  THIRD
 GR1799
 GR1799.The horizontal coordinates were established by classical geodetic methods
 GR1799.and adjusted by the National Geodetic Survey in June 1998..
 GR1799
 GR1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1799
 GR1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1799
 GR1799.The geoid height was determined by GEOID03.
 GR1799
 GR1799;                    North         East     Units Scale Factor Converg.
 GR1799;SPC NV E     - 8,182,295.084   247,839.366   MT  0.99992819   +0 18 59.1
 GR1799;SPC NV E     -26,844,746.45    813,119.65   sFT  0.99992819   +0 18 59.1
 GR1799;UTM  11      - 4,029,193.919   674,880.818   MT  0.99997682   +1 09 26.0
 GR1799
 GR1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1799!SPC NV E     -   0.99974686  x   0.99992819  =   0.99967507
 GR1799!UTM  11      -   0.99974686  x   0.99997682  =   0.99972368
 GR1799
 GR1799:                Primary Azimuth Mark                     Grid Az
 GR1799:SPC NV E     -  LOS ANGELES SALT LK AWY BCN 28           072 00 49.4
 GR1799:UTM  11      -  LOS ANGELES SALT LK AWY BCN 28           071 10 22.5
 GR1799
 GR1799|---------------------------------------------------------------------|
 GR1799| PID    Reference Object                     Distance      Geod. Az  |
 GR1799|                                                           dddmmss.s |
 GR1799| GR1883 LOS ANGELES SALT LK AWY BCN 28      APPROX.20.4 KM 0721948.5 |
 GR1799| GR1878 AIRWAY BEACON USA 2                 APPROX.19.7 KM 1603101.2 |
 GR1799| GR1792 GASS                                APPROX.11.7 KM 2744450.0 |
 GR1799|---------------------------------------------------------------------|
 GR1799
 GR1799                          SUPERSEDED SURVEY CONTROL
 GR1799
 GR1799  NAD 83(1994)-  36 23 31.18521(N)    115 03 00.17155(W) AD(       ) 3
 GR1799  NAD 83(1992)-  36 23 31.18404(N)    115 03 00.17033(W) AD(       ) 3
 GR1799  NAD 83(1992)-  36 23 31.18502(N)    115 03 00.17209(W) AD(       ) 3
 GR1799  NAD 83(1986)-  36 23 31.17156(N)    115 03 00.15328(W) AD(       ) 3
 GR1799  NGVD 29 (05/01/88) 1639.5    (m)         5379.     (f) VERT ANG       
 GR1799
 GR1799.Superseded values are not recommended for survey control.
 GR1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1799.See file dsdata.txt to determine how the superseded data were derived.
 GR1799
 GR1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA7488129194(NAD 83)
 GR1799_MARKER: DS = TRIANGULATION STATION DISK
 GR1799_SETTING: 66 = SET IN ROCK OUTCROP
 GR1799_SP_SET: SET IN ROCK OUTCROP
 GR1799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1799+STABILITY: POSITION/ELEVATION WELL
 GR1799
 GR1799  HISTORY     - Date     Condition        Report By
 GR1799  HISTORY     - 1950     MONUMENTED       USGS
 GR1799
 GR1799                          STATION DESCRIPTION
 GR1799
 GR1799'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GR1799'LOCATED ABOUT 19 MI NNE. OF LAS VEGAS, 12 MI N. OF NELLLS AIR
 GR1799'FORCE BASE, 4 MI NE. OF OLD MARBLE QUARRY.  ON HIGHEST POINT OF
 GR1799'PROMINENT PEAKED TOP ON SOUTH END OF N.-S. RIDGE OF HILL TOPS.
 GR1799'
 GR1799'TO REACH BY HELICOPTER FROM LAS VEGAS, FLY N. TO FIRST RANGE OF
 GR1799'HILLS.  MARBLE STATION PEAK DROPS ABRUPTLY 1000 FT. TO SW.  LAND
 GR1799'500 YARDS E. OF STATION.  PACK W. TO HIGHEST POINT AND STATION.
 GR1799'
 GR1799'STATION MARK--STANDARD TABLET STAMPED---MARBLE 1950 NO 2---,
 GR1799'CEMENTED IN ROCK OUTCROP.
 GR1799'
 GR1799'RM 1--STANDARD RM TABLET STAMPED---MARBLE NO 1 1950---, CEMENTED IN
 GR1799'ROCK OUTCROP.
 GR1799'
 GR1799'RM 2--STANDARD RM TABLET STAMPED---MARBLE NO 2 1950---, CEMENTED IN
 GR1799'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0798 ***********************************************************************
 MT0798  DESIGNATION -  MAREYS
 MT0798  PID         -  MT0798
 MT0798  STATE/COUNTY-  NV/ELKO
 MT0798  USGS QUAD   -  MARYS RIVER BASIN SE (1968)
 MT0798
 MT0798                         *CURRENT SURVEY CONTROL
 MT0798  ___________________________________________________________________
 MT0798* NAD 83(1994)-  41 30 13.81058(N)    115 21 51.53539(W)     ADJUSTED  
 MT0798* NAVD 88     -      2487.2    (meters)    8160.     (feet)  VERTCON   
 MT0798  ___________________________________________________________________
 MT0798  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 MT0798  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 MT0798
 MT0798  HORZ ORDER  -  FIRST
 MT0798
 MT0798.The horizontal coordinates were established by classical geodetic methods
 MT0798.and adjusted by the National Geodetic Survey in June 1998..
 MT0798
 MT0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0798
 MT0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0798
 MT0798.The geoid height was determined by GEOID03.
 MT0798
 MT0798;                    North         East     Units Scale Factor Converg.
 MT0798;SPC NV E     - 8,749,618.595   218,284.257   MT  0.99990411   +0 08 42.5
 MT0798;SPC NV E     -28,706,040.34    716,154.27   sFT  0.99990411   +0 08 42.5
 MT0798;UTM  11      - 4,595,981.583   636,513.007   MT  0.99982934   +1 05 02.7
 MT0798
 MT0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0798!SPC NV E     -   0.99961262  x   0.99990411  =   0.99951677
 MT0798!UTM  11      -   0.99961262  x   0.99982934  =   0.99944203
 MT0798
 MT0798|---------------------------------------------------------------------|
 MT0798| PID    Reference Object                     Distance      Geod. Az  |
 MT0798|                                                           dddmmss.s |
 MT0798| DD6232 MAREYS RM 1                          12.159 METERS 04110     |
 MT0798| DD6231 MAREYS AZ MK                                       2450831.4 |
 MT0798| DD6233 MAREYS RM 2                          12.255 METERS 30033     |
 MT0798|---------------------------------------------------------------------|
 MT0798
 MT0798                          SUPERSEDED SURVEY CONTROL
 MT0798
 MT0798  NAD 83(1986)-  41 30 13.80694(N)    115 21 51.53031(W) AD(       ) 1
 MT0798  NAD 27      -  41 30 14.11722(N)    115 21 48.29598(W) AD(       ) 1
 MT0798  NGVD 29 (07/19/86) 2485.9    (m)         8156.     (f) VERT ANG       
 MT0798
 MT0798.Superseded values are not recommended for survey control.
 MT0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0798.See file dsdata.txt to determine how the superseded data were derived.
 MT0798
 MT0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF3651395982(NAD 83)
 MT0798_MARKER: DS = TRIANGULATION STATION DISK
 MT0798_SETTING: 66 = SET IN ROCK OUTCROP
 MT0798_SP_SET: PARTIALLY EXPOSED BEDROCK
 MT0798
 MT0798  HISTORY     - Date     Condition        Report By
 MT0798  HISTORY     - 1947     MONUMENTED       CGS
 MT0798  HISTORY     - 1967     GOOD             USGS
 MT0798  HISTORY     - 1968     GOOD             USGS
 MT0798
 MT0798                          STATION DESCRIPTION
 MT0798
 MT0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0798'STATION IS ABOUT 29 MILES N OF DEETH, AND ABOUT 5 MILES WEST
 MT0798'OF THE MARYS RIVER AND ABOUT 4 MILES E OF THE CHARLESTON ROAD
 MT0798'AND ON THE MOST NORTHERLY AND HIGHEST MOUNTAIN OF A SMALL
 MT0798'N-S RANGE.  IDENTIFIED BY A SHARP ROCK OUTCROP ON THE NORTH
 MT0798'EDGE.  THERE IS ANOTHER WITH AN OUTCROP ABOUT 1/2 MILE TO THE
 MT0798'NW AND ABOUT 750 FEET LOWER.
 MT0798'
 MT0798'STATION IS A STANDARD DISK SET IN BEDROCK AND STAMPED MAREYS
 MT0798'1947.  IT IS COUNTERSUNK ABOUT 2 INCHES AND IS ABOUT 8 FEET
 MT0798'E OF THE W SHOULDER OF THE SMALL FLAT TOP OF THE MOUNTAIN.
 MT0798'
 MT0798'REFERENCE MARK 1 IS A STANDARD DISK SET IN BEDROCK ABOUT 40
 MT0798'FEET NE OF THE STATION AND ABOUT THE SAME LEVEL, IT IS STAMPED
 MT0798'MAREYS NO 1 1947.
 MT0798'
 MT0798'REFERENCE MARK 2 IS A STANDARD DISK SET IN BEDROCK AND STAMPED
 MT0798'MAREYS NO 2 1947.  IT IS ABOUT 40 FEET NW OF THE STATION AND
 MT0798'ABOUT 4 FEET LOWER.
 MT0798'
 MT0798'AZIMUTH MARK IS A STANDARD USC AND GS BM AND IS ABOUT 3 MILES
 MT0798'WSW OF THE STATION, ABOUT 65 FEET NE OF THE CHARLESTON ROAD,
 MT0798'ABOUT 12 FEET NW OF A TRACK ROD, IT IS A ROUND CONCRETE POST
 MT0798'AND IT PROJECTS ABOUT 6 INCHES ABOVE THE SURROUNDING GROUND
 MT0798'LEVEL.  IT IS STAMPED Q40 1934.
 MT0798'
 MT0798'TO REACH FROM DEETH GO N ON THE CHARLESTON ROAD FOR 32.6
 MT0798'MILES TO A DIM TRACK ROAD TO THE RIGHT JUST AFTER CROSSING
 MT0798'A SMALL BRIDGE.  THIS IS ALSO THE AZIMUTH MARK ON THE E SIDE
 MT0798'OF THE CHARLESTON ROAD AS DESCRIBED.  TURN RIGHT ONTO THE
 MT0798'DIM TRACK ROAD AND GO FOR 3.4 MILES TO THE SUMMIT OF A RIDGE.
 MT0798'HERE TURN RIGHT OFF THE ROAD AND FOLLOW THE TRUCK TRACKS THROUGH
 MT0798'THE SAGE-BRUSH FOR ABOUT 0.5 MILE TO A SMALL CREEK.  CROSS
 MT0798'OVER AND CONTINUE UP RIDGE IN A SOUTHEASTERLY DIRECTION AS
 MT0798'FAR AS POSSIBLE WHICH IS ABOUT 0.3 MILE.  FROM HERE PACK UP
 MT0798'RIDGE IN A SOUTHEASTERLY DIRECTION TO THE HIGHEST POINT AND
 MT0798'STATION AS DESCRIBED.  A PACK OF ABOUT 1 HOUR.
 MT0798
 MT0798                          STATION RECOVERY (1967)
 MT0798
 MT0798'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MT0798'STATION RECOVERED IN GOOD CONDITION.
 MT0798
 MT0798                          STATION RECOVERY (1968)
 MT0798
 MT0798'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0798'STATION RECOVERED AS DESCRIBED
 MT0798'
 MT0798'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION IS
 MT0798'ABOUT 29 MILES N. OF DEETH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1002 ***********************************************************************
 HQ1002  DESIGNATION -  MARTEL
 HQ1002  PID         -  HQ1002
 HQ1002  STATE/COUNTY-  NV/NYE
 HQ1002  USGS QUAD   -  QUARTZITE MTN (1988)
 HQ1002
 HQ1002                         *CURRENT SURVEY CONTROL
 HQ1002  ___________________________________________________________________
 HQ1002* NAD 83(1994)-  37 35 46.03456(N)    116 15 10.46727(W)     ADJUSTED  
 HQ1002* NAVD 88     -      1827.2    (meters)    5995.     (feet)  VERTCON   
 HQ1002  ___________________________________________________________________
 HQ1002  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 HQ1002  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 HQ1002
 HQ1002  HORZ ORDER  -  THIRD
 HQ1002
 HQ1002.The horizontal coordinates were established by classical geodetic methods
 HQ1002.and adjusted by the National Geodetic Survey in June 1998..
 HQ1002
 HQ1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1002
 HQ1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1002
 HQ1002.The geoid height was determined by GEOID03.
 HQ1002
 HQ1002;                    North         East     Units Scale Factor Converg.
 HQ1002;SPC NV C     - 6,315,860.957   536,536.309   MT  0.99991644   +0 15 08.8
 HQ1002;SPC NV C     -20,721,287.16  1,760,286.21   sFT  0.99991644   +0 15 08.8
 HQ1002;UTM  11      - 4,161,267.648   565,951.297   MT  0.99965357   +0 27 20.9
 HQ1002
 HQ1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1002!SPC NV C     -   0.99971734  x   0.99991644  =   0.99963380
 HQ1002!UTM  11      -   0.99971734  x   0.99965357  =   0.99937100
 HQ1002
 HQ1002:                Primary Azimuth Mark                     Grid Az
 HQ1002:SPC NV C     -  MARTEL AZ MK                             088 20 43.4
 HQ1002:UTM  11      -  MARTEL AZ MK                             088 08 31.3
 HQ1002
 HQ1002|---------------------------------------------------------------------|
 HQ1002| PID    Reference Object                     Distance      Geod. Az  |
 HQ1002|                                                           dddmmss.s |
 HQ1002| HQ0563 MARTEL AZ MK                                       0883552.2 |
 HQ1002| DD6234 MARTEL RM 1                           6.403 METERS 12911     |
 HQ1002| DD6235 MARTEL RM 2                           6.913 METERS 27737     |
 HQ1002|---------------------------------------------------------------------|
 HQ1002
 HQ1002                          SUPERSEDED SURVEY CONTROL
 HQ1002
 HQ1002  NAD 83(1986)-  37 35 46.03048(N)    116 15 10.47504(W) AD(       ) 3
 HQ1002  NAD 27      -  37 35 46.22900(N)    116 15 07.30500(W) AD(       ) 3
 HQ1002  NGVD 29 (07/19/86) 1826.1    (m)         5991.     (f) VERT ANG       
 HQ1002
 HQ1002.Superseded values are not recommended for survey control.
 HQ1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1002.See file dsdata.txt to determine how the superseded data were derived.
 HQ1002
 HQ1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB6595161268(NAD 83)
 HQ1002_MARKER: DS = TRIANGULATION STATION DISK
 HQ1002_SETTING: 66 = SET IN ROCK OUTCROP
 HQ1002
 HQ1002  HISTORY     - Date     Condition        Report By
 HQ1002  HISTORY     - 1950     MONUMENTED       CGS
 HQ1002  HISTORY     - 1952     GOOD             CGS
 HQ1002  HISTORY     - 1952     GOOD             AMS
 HQ1002
 HQ1002                          STATION DESCRIPTION
 HQ1002
 HQ1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ1002'THE STATION IS LOCATED ON A SMALL ISOLATED HILL IN THE KAWICH
 HQ1002'VALLEY, 64 MILES SOUTHEAST OF TONAPAH AND 4 MILES NORTHEAST OF
 HQ1002'GOLD REED WHICH IS ABANDONED AT PRESENT.  THE STATION MARK IS SET
 HQ1002'ON THE HIGHEST POINT OF THE HILL IN BEDROCK THAT PROJECTS
 HQ1002'1 FOOT.  THE MARK IS STAMPED MARTEL 1950.
 HQ1002'
 HQ1002'REFERENCE MARK NO. 1 IS SET ABOUT 20 INCHES LOWER THAN THE STATION
 HQ1002'MARK IN BEDROCK THAT PROJECTS ABOUT 5 FEET.  THE MARK IS STAMPED
 HQ1002'MARTEL NO 1 1950.
 HQ1002'
 HQ1002'REFERENCE MARK NO. 2 IS SET ABOUT 7 FEET LOWER THAN THE STATION
 HQ1002'MARK IN BEDROCK THAT PROJECTS ABOUT 3.5 FEET.  THE MARK IS STAMPED
 HQ1002'MARTEL NO 2 1950.
 HQ1002'
 HQ1002'THE AZIMUTH MARK IS A STANDARD DISK WELDED TO THE TOP OF A 2 INCH
 HQ1002'SOIL PIPE THAT IS EMBEDDED IN CONCRETE.  THE MARK IS SET 19 FEET
 HQ1002'EAST OF THE CENTER OF A DIRT ROAD AND 4 FEET NORTH OF A WHITE
 HQ1002'WITNESS POST.  THE MARK IS STAMPED MARTEL 1950.
 HQ1002'
 HQ1002'TO REACH THE STATION FROM TONOPAH, GO EASTERLY ON U.S. HIGHWAY
 HQ1002'6 FOR 12.0 MILES TO A PAVED ROAD TO THE RIGHT.  TURN RIGHT AND
 HQ1002'FOLLOW THE PAVED ROAD SOUTHERLY 22.8 MILES TO A DRY LAKE BED.
 HQ1002'CROSS THE LAKE BED ONTO THE PAVED ROAD AGAIN.  FOLLOW THE PAVED
 HQ1002'ROAD SOUTHERLY 8.1 MILES TO WHERE THE PAVED ROAD TURNS LEFT.
 HQ1002'TURN LEFT, AND FOLLOW PAVED ROAD 2.0 MILES TO END OF PAVED ROAD
 HQ1002'AT A BUILDING ON THE LEFT AND A DUGOUT ON THE RIGHT.  CONTINUE
 HQ1002'EASTERLY ON THE MAIN ROAD 7.9 MILES TO A FORK.  TURN LEFT AND
 HQ1002'FOLLOW THE MAIN ROAD 8.7 MILES TO THE SUMMIT OF A WOODEN
 HQ1002'PASS.  CONTINUE EASTERLY ON THE MAIN ROAD 10.9 MILES TO A ROAD
 HQ1002'RIGHT.  THIS ROAD IS JUST WEST OF A GROUP OF BUILDINGS, A
 HQ1002'GROUP OF LARGE TREES AND TWO PONDS.  TURN RIGHT AND FOLLOW THE
 HQ1002'MAIN ROAD SOUTHERLY 13.5 MILES TO THE AZIMUTH MARK ON
 HQ1002'THE LEFT.  TURN RIGHT OFF ROAD AND GO WESTERLY ABOUT 0.4 MILE TO
 HQ1002'THE NORTH BASE OF THE HILL.  TURN LEFT AND GO SOUTHERLY TO THE
 HQ1002'TOP OF HILL AND STATION.  A DRIVE STATION WITH A FOUR WHEEL DRIVE
 HQ1002'VEHICLE.
 HQ1002
 HQ1002                          STATION RECOVERY (1952)
 HQ1002
 HQ1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 HQ1002'12.4 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ1002'AT REED, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 5
 HQ1002'FEET NORTHEAST OF A WITNESS POST, AN AZIMUTH MARK DISK WELDED ON
 HQ1002'THE TOP OF AN IRON SHAFT WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 HQ1002'STAMPED MARTEL 1950.
 HQ1002
 HQ1002                          STATION RECOVERY (1952)
 HQ1002
 HQ1002'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ1002'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 HQ1002'IN GOOD CONDITION.
 HQ1002'
 HQ1002'THE STATION IS LOCATED ON THE NORTHERN END AND ON THE HIGHEST
 HQ1002'POINT OF THE HILL ON A ROUND MOUND OF ROCK OUTCROP WHICH IS 17 FEET
 HQ1002'IN DIAMETER AND IS 6 FEET HIGH.  24 FEET NW OF A LARGE ROCK
 HQ1002'OUTCROP.  123 FEET NNE OF THE NW END OF A VERY LARGE ROCK
 HQ1002'OUTCROP.  78 FEET EAST OF A LARGE ROCK OUTCROP.
 HQ1002'
 HQ1002'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF OUTCROPPING
 HQ1002'BEDROCK AT THE TOP OF A ROUND MOUND OF ROCK WHICH IS 17 FEET IN
 HQ1002'DIAMETER AND 6 FEET HIGH AND IS STAMPED MARTEL 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0563 ***********************************************************************
 HQ0563  DESIGNATION -  MARTEL AZ MK
 HQ0563  PID         -  HQ0563
 HQ0563  STATE/COUNTY-  NV/NYE
 HQ0563  USGS QUAD   -  LAMBS POND (1987)
 HQ0563
 HQ0563                         *CURRENT SURVEY CONTROL
 HQ0563  ___________________________________________________________________
 HQ0563* NAD 83(1986)-  37 35 46.     (N)    116 14 44.     (W)     SCALED    
 HQ0563* NAVD 88     -      1746.496  (meters)    5729.96   (feet)  ADJUSTED  
 HQ0563  ___________________________________________________________________
 HQ0563  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 HQ0563  DYNAMIC HT  -        1744.482 (meters)    5723.35  (feet)  COMP
 HQ0563  MODELED GRAV-     979,415.2   (mgal)                       NAVD 88
 HQ0563
 HQ0563  VERT ORDER  -  SECOND    CLASS 0
 HQ0563
 HQ0563.The horizontal coordinates were scaled from a topographic map and have
 HQ0563.an estimated accuracy of +/- 6 seconds.
 HQ0563
 HQ0563.The orthometric height was determined by differential leveling
 HQ0563.and adjusted by the National Geodetic Survey in June 1991..
 HQ0563
 HQ0563.The geoid height was determined by GEOID03.
 HQ0563
 HQ0563.The dynamic height is computed by dividing the NAVD 88
 HQ0563.geopotential number by the normal gravity value computed on the
 HQ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0563.degrees latitude (g = 980.6199 gals.).
 HQ0563
 HQ0563.The modeled gravity was interpolated from observed gravity values.
 HQ0563
 HQ0563;                    North         East    Units  Estimated Accuracy
 HQ0563;SPC NV C     - 6,315,860.      537,190.      MT  (+/- 180 meters Scaled)
 HQ0563
 HQ0563                          SUPERSEDED SURVEY CONTROL
 HQ0563
 HQ0563.No superseded survey control is available for this station.
 HQ0563
 HQ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB666612(NAD 83)
 HQ0563_MARKER: DZ = AZIMUTH MARK DISK
 HQ0563_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HQ0563+WITH SETTING: INTO GROUND
 HQ0563_SP_SET: METAL ROD WITH BASE PLATE
 HQ0563_STAMPING: MARTEL 1950
 HQ0563_MARK LOGO: CGS   
 HQ0563_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0563
 HQ0563  HISTORY     - Date     Condition        Report By
 HQ0563  HISTORY     - 1950     MONUMENTED       CGS
 HQ0563  HISTORY     - 1952     GOOD             NGS
 HQ0563  HISTORY     - 19920623 GOOD             LOCENG
 HQ0563
 HQ0563                          STATION DESCRIPTION
 HQ0563
 HQ0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0563'12.4 MI SW FROM REED.
 HQ0563'12.4 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0563'AT REED, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 HQ0563'5 FEET NORTHEAST OF A WITNESS POST, WELDED ON THE TOP OF AN
 HQ0563'IRON SHAFT WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 HQ0563
 HQ0563                          STATION RECOVERY (1992)
 HQ0563
 HQ0563'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0563 ***********************************************************************
 KQ0563  DESIGNATION -  MARTIN
 KQ0563  PID         -  KQ0563
 KQ0563  STATE/COUNTY-  NV/NYE
 KQ0563  USGS QUAD   -  HORSE HEAVEN MTN (1990)
 KQ0563
 KQ0563                         *CURRENT SURVEY CONTROL
 KQ0563  ___________________________________________________________________
 KQ0563* NAD 83(1994)-  39 07 46.11709(N)    116 23 00.15089(W)     ADJUSTED  
 KQ0563* NAVD 88     -      2643.1    (meters)    8672.     (feet)  VERTCON   
 KQ0563  ___________________________________________________________________
 KQ0563  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 KQ0563  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 KQ0563
 KQ0563  HORZ ORDER  -  THIRD
 KQ0563
 KQ0563.The horizontal coordinates were established by classical geodetic methods
 KQ0563.and adjusted by the National Geodetic Survey in June 1998..
 KQ0563
 KQ0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0563
 KQ0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0563
 KQ0563.The geoid height was determined by GEOID03.
 KQ0563
 KQ0563;                    North         East     Units Scale Factor Converg.
 KQ0563;SPC NV C     - 6,486,009.374   524,493.299   MT  0.99990738   +0 10 43.6
 KQ0563;SPC NV C     -21,279,515.75  1,720,775.10   sFT  0.99990738   +0 10 43.6
 KQ0563;SPC NV E     - 8,486,275.941   130,828.189   MT  0.99995890   -0 30 17.7
 KQ0563;SPC NV E     -27,842,056.98    429,225.48   sFT  0.99995890   -0 30 17.7
 KQ0563;UTM  11      - 4,331,325.936   553,297.380   MT  0.99963498   +0 23 20.9
 KQ0563
 KQ0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0563!SPC NV C     -   0.99958884  x   0.99990738  =   0.99949626
 KQ0563!SPC NV E     -   0.99958884  x   0.99995890  =   0.99954776
 KQ0563!UTM  11      -   0.99958884  x   0.99963498  =   0.99922397
 KQ0563
 KQ0563                          SUPERSEDED SURVEY CONTROL
 KQ0563
 KQ0563  NAD 83(1986)-  39 07 46.12393(N)    116 23 00.15916(W) AD(       ) 3
 KQ0563  NGVD 29 (04/13/94) 2641.7    (m)         8667.     (f) VERT ANG       
 KQ0563
 KQ0563.Superseded values are not recommended for survey control.
 KQ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0563.See file dsdata.txt to determine how the superseded data were derived.
 KQ0563
 KQ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND5329731326(NAD 83)
 KQ0563_MARKER: Z = SEE DESCRIPTION
 KQ0563_SETTING: 0 = UNSPECIFIED SETTING
 KQ0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0563
 KQ0563  HISTORY     - Date     Condition        Report By
 KQ0563  HISTORY     - 1955     MONUMENTED       USGS
 KQ0563
 KQ0563                          STATION DESCRIPTION
 KQ0563
 KQ0563'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0563'LOCATED ABOUT 40.0 MI. SW. OF EUREKA AND 3.0 MI. W. OF SEGURA RANCH
 KQ0563'ON CEDAR TIMBERED RIDGE.
 KQ0563'
 KQ0563'TO REACH FROM EUREKA POST OFFICE, DRIVE W. ALONG U.S. HIGHWAY 50 FOR
 KQ0563'19.5 MI. TO ANTELOPE VALLEY ROAD LEFT, TURN S. ALONG GRADED RD. 21.3
 KQ0563'MI. TO RD. FORKS AND SIGN MARTIN RANCH, TAKE RIGHT FORK AND
 KQ0563'DRIVE 7.8 MI. TO MARTIN RANCH, CONTINUE ON THROUGH RANCH YARD AND S.
 KQ0563'ALONG BLADED RD. TO FENCE, TURN LEFT (E.) AND FOLLOW OLD WAGON RD. 1.8
 KQ0563'MI. TO SADDLE OF RIDGE.  PACK TO STATION (LEFT) BY CLIMBING N. TO
 KQ0563'RIGHT OF TOP N. TOWARD SADDLE, THEN ABOUT E. TOWARD HIGHEST PART OF
 KQ0563'RIDGE TO STATION.  ABOUT 1 HR. CLIMB.
 KQ0563'
 KQ0563'REFERENCE MARK NO. 2 STANDARD REFERENCE MARK TABLET STAMPED----NO 2
 KQ0563'1955----CEMENTED IN ROCK OUTCROP, 65.38 FT. FROM STATION MARK
 KQ0563'165 DEGREES 09 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0840 ***********************************************************************
 MT0840  DESIGNATION -  MARTINEZ
 MT0840  PID         -  MT0840
 MT0840  STATE/COUNTY-  NV/ELKO
 MT0840  USGS QUAD   -  DEVILS ARMCHAIR (1971)
 MT0840
 MT0840                         *CURRENT SURVEY CONTROL
 MT0840  ___________________________________________________________________
 MT0840* NAD 83(1994)-  41 28 33.04174(N)    115 33 15.90534(W)     ADJUSTED  
 MT0840* NAVD 88     -      2100.7    (meters)    6892.     (feet)  VERTCON   
 MT0840  ___________________________________________________________________
 MT0840  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 MT0840  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 MT0840
 MT0840  HORZ ORDER  -  FIRST
 MT0840
 MT0840.The horizontal coordinates were established by classical geodetic methods
 MT0840.and adjusted by the National Geodetic Survey in June 1998..
 MT0840
 MT0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0840
 MT0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0840
 MT0840.The geoid height was determined by GEOID03.
 MT0840
 MT0840;                    North         East     Units Scale Factor Converg.
 MT0840;SPC NV E     - 8,746,487.338   202,414.962   MT  0.99990007   +0 01 08.9
 MT0840;SPC NV E     -28,695,767.21    664,089.75   sFT  0.99990007   +0 01 08.9
 MT0840;UTM  11      - 4,592,591.107   620,698.685   MT  0.99977928   +0 57 27.1
 MT0840
 MT0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0840!SPC NV E     -   0.99967325  x   0.99990007  =   0.99957335
 MT0840!UTM  11      -   0.99967325  x   0.99977928  =   0.99945260
 MT0840
 MT0840:                Primary Azimuth Mark                     Grid Az
 MT0840:SPC NV E     -  MARTINEZ AZ MK                           082 17 29.8
 MT0840:UTM  11      -  MARTINEZ AZ MK                           081 21 11.6
 MT0840
 MT0840|---------------------------------------------------------------------|
 MT0840| PID    Reference Object                     Distance      Geod. Az  |
 MT0840|                                                           dddmmss.s |
 MT0840| DD6236 MARTINEZ AZ MK                                     0821838.7 |
 MT0840| DD6237 MARTINEZ RM 1                         7.005 METERS 10423     |
 MT0840| DD6238 MARTINEZ RM 2                         5.645 METERS 19101     |
 MT0840|---------------------------------------------------------------------|
 MT0840
 MT0840                          SUPERSEDED SURVEY CONTROL
 MT0840
 MT0840  NAD 83(1986)-  41 28 33.03784(N)    115 33 15.89950(W) AD(       ) 1
 MT0840  NAD 27      -  41 28 33.35169(N)    115 33 12.64737(W) AD(       ) 1
 MT0840  NGVD 29 (07/19/86) 2099.4    (m)         6888.     (f) VERT ANG       
 MT0840
 MT0840.Superseded values are not recommended for survey control.
 MT0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0840.See file dsdata.txt to determine how the superseded data were derived.
 MT0840
 MT0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF2069992591(NAD 83)
 MT0840_MARKER: DS = TRIANGULATION STATION DISK
 MT0840_SETTING: 66 = SET IN ROCK OUTCROP
 MT0840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0840
 MT0840  HISTORY     - Date     Condition        Report By
 MT0840  HISTORY     - 1947     MONUMENTED       CGS
 MT0840  HISTORY     - 1971     GOOD             USGS
 MT0840
 MT0840                          STATION DESCRIPTION
 MT0840
 MT0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0840'THE STATION IS ON THE SUMMIT OF A FAIRLY HIGH ROCK- STREWN
 MT0840'RIDGE, 30-1/2 MILES, NORTHWEST OF DEETH, 43-1/2 MILES, AIRLINE,
 MT0840'NORTH-NORTHEAST OF ELKO, AND 1 MILE WEST OF BEAVER CREEK.
 MT0840'THIS IS THE HIGHEST MOUNTAIN IN THE IMMEDIATE VICINITY.
 MT0840'THERE IS A SLIGHTLY HIGHER MOUNTAIN ABOUT 2-1/4 MILES NORTHEAST.
 MT0840'
 MT0840'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MT0840'IN A HUGE MASS OF BEDROCK AND IS ON THE HIGHEST POINT OF THE
 MT0840'RIDGE.  IT IS STAMPED MARTINEZ 1947.
 MT0840'
 MT0840'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 MT0840'HOLE IN A MASS OF OUTCROPPING BEDROCK WHICH IS 3 FT BY 6 FT,
 MT0840'IS 4 FEET LOWER THAN THE STATION MARK, AND IS 6 INCHES WEST
 MT0840'OF A SMALL ROCK CAIRN.  IT IS STAMPED MARTINEZ NO 1 1947.
 MT0840'
 MT0840'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 MT0840'HOLE IN A MASS OF OUTCROPPING BEDROCK WHICH IS 10 FT. BY 4 FT.
 MT0840'AND PROJECTS 2 FEET.  IT IS 5 FEET LOWER THAN THE STATION AND
 MT0840'IS STAMPED MARTINEZ NO 2 1947.
 MT0840'
 MT0840'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MT0840'IN PROJECTION OF OUTCROPPING BEDROCK WHICH IS 15 FEET HIGH.
 MT0840'IT IS ON THE FIRST RIDGE AND 1/4 MILE WEST OF BEAVER CREEK
 MT0840'AND 1/4 MILE SOUTH OF THE HIGHEST POINT OF THE RIDGE.  THERE
 MT0840'IS A SMALL ROCK CAIRN 4 FEET SOUTH-SOUTHWEST OF THE MARK.
 MT0840'THE MARK IS STAMPED MARTINEZ 1947.
 MT0840'
 MT0840'TO REACH THE STATION FROM DEETH GO NORTH ON THE DEETH-CHARLESTON
 MT0840'ROAD 37.4 MILES TO A SIDE ROAD LEFT WHICH IS JUST SOUTH OF STAGG
 MT0840'CREEK AND ABOUT 1/4 MILE SOUTHEAST OF A LONE RANCH HOUSE.  TURN
 MT0840'LEFT ON THE TRACK ROAD AND GO WESTERLY 0.4 MILE TO A METAL
 MT0840'STOCK TROUGH ON THE RIGHT.  CONTINUE WEST ON THE TRACK ROAD FOR
 MT0840'0.9 MILE TO THE WEST END OF A SMALL DRY LAKE BED.  TURN NORTH
 MT0840'OFF TRACKS ACROSS THE LAKE BED TO A SMALL SADDLE AT THE
 MT0840'NORTHWEST EDGE.  GO WESTERLY ACROSS COUNTRY IN A VALLEY
 MT0840'BETWEEN LOW RIDGES FOR 2.8 MILES TO A SADDLE ABOUT 3/4 MILE
 MT0840'SOUTH OF A HIGH RIDGE WITH TWO PROMINENT PINNACLES ON ITS
 MT0840'SOUTHERN SLOPE.  CONTINUE WESTERLY ALONG STOCK TRAIL 0.8
 MT0840'MILE TO BEAVER CREEK.  THIS IS THE END OF TRUCK TRAVEL FOR A
 MT0840'2 WHEEL-DRIVE VEHICLE.  FROM HERE PACK WEST UP A
 MT0840'FAIRLY STEEP SLOPE ABOUT 1/4 MILE TO AZIMUTH MARK AS
 MT0840'DESCRIBED ABOVE.  FROM HERE GO WEST TO THE SUMMIT OF A HIGH
 MT0840'RIDGE AND THE STATION.  A 1-1/4 HOUR PACK.
 MT0840'
 MT0840'WITH A 4 WHEEL-DRIVE VEHICLE ONE MAY CROSS BEAVER CREEK THENCE
 MT0840'GO NORTH ABOUT 1/2 MILE AROUND THE NORTH END OF THE RIDGE,
 MT0840'THENCE SOUTHWEST 3/4 MILE TO THE BASE OF THE STATION RIDGE.
 MT0840
 MT0840                          STATION RECOVERY (1971)
 MT0840
 MT0840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MT0840'RECOVERED AS DESCRIBED BY NGS.  NEW TO REACH FOLLOWS.
 MT0840'
 MT0840'TO REACH FROM STATE HWY. MAINTENANCE STATION IN NORTH FORK 52 MI
 MT0840'N. OF ELKO ON STATE HWY. 51, GO 3.5 MI N. ALONG STATE HWY. 51 TO
 MT0840'RD. INTERSECTION E. (CHARLESTON-JARBIDGE RD.).  TURN RIGHT 21 MI
 MT0840'E. TO T-RD. AT CHARLESTON RESERVOIR.  TURN RIGHT 6.0 MI SE. TO
 MT0840'INTERSECTION RIGHT (SW.) 200 FT S. OF CATTLEGUARD.  TURN RIGHT
 MT0840'FOLLOWING RD. 4.5 MI TO INTERSECTION RIGHT (NW.).  TURN RIGHT 2.0
 MT0840'MI TO Y-RD. WITH JEEP TRAIL IN LOW SADDLE.  CONTINUE NW. ON
 MT0840'MAIN-TRAVELED RD. 0.2 MI TO JCT. WITH JEEP TRAIL N.  CONTINUE W.
 MT0840'ON MAIN RD. 0.8 MI TO EAST FORK BEAVER CREEK.  CONTINUE ACROSS
 MT0840'CREEK 1.2 MI TO FENCE AND WIRE GATE.  GO THROUGH GATE 0.25 MI TO
 MT0840'ANOTHER FENCE AND WIRE GATE.  GO THROUGH GATE 0.5 MI TO END OF
 MT0840'TRUCK TRAVEL AT BASE OF LOW ROCKY HILL.  HIKE S. UP ROCKY SLOPE TO
 MT0840'STATION.  A 15-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0825 ***********************************************************************
 MT0825  DESIGNATION -  MARY
 MT0825  PID         -  MT0825
 MT0825  STATE/COUNTY-  NV/ELKO
 MT0825  USGS QUAD   -  DEETH (1967)
 MT0825
 MT0825                         *CURRENT SURVEY CONTROL
 MT0825  ___________________________________________________________________
 MT0825* NAD 83(1994)-  41 05 05.48121(N)    115 16 00.83196(W)     ADJUSTED  
 MT0825* NAVD 88     -      1659.7    (meters)    5445.     (feet)  VERTCON   
 MT0825  ___________________________________________________________________
 MT0825  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 MT0825  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 MT0825
 MT0825  HORZ ORDER  -  SECOND
 MT0825
 MT0825.The horizontal coordinates were established by classical geodetic methods
 MT0825.and adjusted by the National Geodetic Survey in June 1998..
 MT0825
 MT0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0825
 MT0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0825
 MT0825.The geoid height was determined by GEOID03.
 MT0825
 MT0825;                    North         East     Units Scale Factor Converg.
 MT0825;SPC NV E     - 8,703,116.544   226,586.551   MT  0.99990870   +0 12 28.6
 MT0825;SPC NV E     -28,553,474.86    743,392.71   sFT  0.99990870   +0 12 28.6
 MT0825;UTM  11      - 4,549,624.058   645,572.527   MT  0.99986082   +1 08 21.0
 MT0825
 MT0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0825!SPC NV E     -   0.99974252  x   0.99990870  =   0.99965124
 MT0825!UTM  11      -   0.99974252  x   0.99986082  =   0.99960338
 MT0825
 MT0825|---------------------------------------------------------------------|
 MT0825| PID    Reference Object                     Distance      Geod. Az  |
 MT0825|                                                           dddmmss.s |
 MT0825| DD6239 MARY RM 1                             7.710 METERS 04839     |
 MT0825| MT0821 EAST                                APPROX. 8.7 KM 0531653.2 |
 MT0825| DD6240 MARY RM 2                             9.827 METERS 31101     |
 MT0825|---------------------------------------------------------------------|
 MT0825
 MT0825                          SUPERSEDED SURVEY CONTROL
 MT0825
 MT0825  NAD 83(1994)-  41 05 05.47935(N)    115 16 00.82727(W) AD(       ) 2
 MT0825  NAD 83(1986)-  41 05 05.47877(N)    115 16 00.82620(W) AD(       ) 2
 MT0825  NAD 27      -  41 05 05.76539(N)    115 15 57.62411(W) AD(       ) 2
 MT0825  NGVD 29 (07/19/86) 1658.5    (m)         5441.     (f) VERT ANG       
 MT0825
 MT0825.Superseded values are not recommended for survey control.
 MT0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0825.See file dsdata.txt to determine how the superseded data were derived.
 MT0825
 MT0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF4557349624(NAD 83)
 MT0825_MARKER: DS = TRIANGULATION STATION DISK
 MT0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MT0825
 MT0825  HISTORY     - Date     Condition        Report By
 MT0825  HISTORY     - 1957     MONUMENTED       CGS
 MT0825  HISTORY     - 1963     GOOD             USAF
 MT0825  HISTORY     - 1965     SEE DESCRIPTION  NVDH
 MT0825
 MT0825                          STATION DESCRIPTION
 MT0825
 MT0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0825'THE STATION IS ABOUT 1-1/2 MILES NORTH-NORTHEAST OF THE POST
 MT0825'OFFICE IN DEETH, ON THE MOST NORTHERLY ONE OF THREE PROMINENT
 MT0825'SAGE-COVERED HILLS ABOUT 1/2 MILE WEST OF MARYS RIVER AND ABOUT
 MT0825'100 YARDS SOUTH OF WHERE THE TELEPHONE LINE CROSSES OVER THE
 MT0825'RIDGE THROUGH A SADDLE.  THE HILLS DROP SHARPLY ON THE EAST
 MT0825'SIDE AND A NORTH-SOUTH BLADED ROAD IS BELOW AND ON THE EAST SIDE
 MT0825'OF THE HILLS.  THE STATION IS ON THE SUMMIT NEAR THE NORTHEAST
 MT0825'END OF THE FIRST HILL SOUTH OF THE TELEPHONE LINE.
 MT0825'
 MT0825'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT DEETH,
 MT0825'GO NORTHERLY ON THE MAIN GRAVELED ROAD FOR 1.3 MILES TO WHERE
 MT0825'THE TELEPHONE LINE CROSSES OVER THE ROAD.  TURN RIGHT AND
 MT0825'FOLLOW THE TELEPHONE LINE ROAD NORTHEAST FOR 0.4 MILE TO THE
 MT0825'SUMMIT OF A LOW PASS IN A SADDLE ALONG THE RIDGE.  TURN RIGHT,
 MT0825'SOUTH, UP THE RIDGE FOR ABOUT 100 YARDS TO THE SUMMIT AND
 MT0825'STATION.
 MT0825'
 MT0825'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 MT0825'DISKS SET IN CONCRETE CYLINDERS.
 MT0825'
 MT0825'THE STATION MARK, STAMPED MARY 1957, PROJECTS ABOUT 2 INCHES
 MT0825'AND IS 6-1/2 FEET WEST-SOUTHWEST OF A WITNESS POST.
 MT0825'
 MT0825'REFERENCE MARK 1, STAMPED MARY NO 1 1957, PROJECTS ABOUT
 MT0825'5 INCHES AND IS ABOUT 1/2 FOOT LOWER THAN THE STATION.
 MT0825'
 MT0825'REFERENCE MARK 2, STAMPED MARY NO 2 1957, PROJECTS ABOUT 1
 MT0825'INCH AND IS ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 MT0825
 MT0825                          STATION RECOVERY (1963)
 MT0825
 MT0825'RECOVERY NOTE BY US AIR FORCE 1963
 MT0825'STATION RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTION ADEQUATE.
 MT0825
 MT0825                          STATION RECOVERY (1965)
 MT0825
 MT0825'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1965
 MT0825'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 MT0825'DESTROYED DURING ROAD CONSTRUCTION.  A NEW STATION MARY 2,
 MT0825'R.M. 3 AND R.M. 4 WERE ESTABLISHED BY THE NEVADA DEPT. OF
 MT0825'HIGHWAYS.
 MT0825'
 MT0825'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 MT0825'NORTH-NORTHEAST OF DEETH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0824 ***********************************************************************
 MT0824  DESIGNATION -  MARY 2
 MT0824  PID         -  MT0824
 MT0824  STATE/COUNTY-  NV/ELKO
 MT0824  USGS QUAD   -  DEETH (1967)
 MT0824
 MT0824                         *CURRENT SURVEY CONTROL
 MT0824  ___________________________________________________________________
 MT0824* NAD 83(1994)-  41 04 52.45127(N)    115 16 04.66456(W)     ADJUSTED  
 MT0824* NAVD 88     -      1656.     (meters)    5433.     (feet)  SCALED    
 MT0824  ___________________________________________________________________
 MT0824  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 MT0824  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 MT0824
 MT0824  HORZ ORDER  -  THIRD
 MT0824
 MT0824.The horizontal coordinates were established by classical geodetic methods
 MT0824.and adjusted by the National Geodetic Survey in June 1998..
 MT0824.No horizontal observational check was made to the station.
 MT0824
 MT0824.The orthometric height was scaled from a topographic map.
 MT0824
 MT0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0824
 MT0824.The geoid height was determined by GEOID03.
 MT0824
 MT0824;                    North         East     Units Scale Factor Converg.
 MT0824;SPC NV E     - 8,702,714.301   226,498.557   MT  0.99990864   +0 12 26.1
 MT0824;SPC NV E     -28,552,155.17    743,104.02   sFT  0.99990864   +0 12 26.1
 MT0824;UTM  11      - 4,549,220.459   645,491.086   MT  0.99986052   +1 08 18.1
 MT0824
 MT0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0824!SPC NV E     -   0.99974307  x   0.99990864  =   0.99965173
 MT0824!UTM  11      -   0.99974307  x   0.99986052  =   0.99960363
 MT0824
 MT0824|---------------------------------------------------------------------|
 MT0824| PID    Reference Object                     Distance      Geod. Az  |
 MT0824|                                                           dddmmss.s |
 MT0824| DD6242 MARY 2 RM 4                           8.100 METERS 00741     |
 MT0824| MT0825 MARY                                411.792 METERS 0123248.4 |
 MT0824| DD6241 MARY 2 RM 3                           6.937 METERS 26223     |
 MT0824|---------------------------------------------------------------------|
 MT0824
 MT0824                          SUPERSEDED SURVEY CONTROL
 MT0824
 MT0824  NAD 83(1994)-  41 04 52.44942(N)    115 16 04.65984(W) AD(       ) 3
 MT0824  NAD 83(1986)-  41 04 52.44883(N)    115 16 04.65882(W) AD(       ) 3
 MT0824  NAD 27      -  41 04 52.73529(N)    115 16 01.45672(W) AD(       ) 3
 MT0824
 MT0824.Superseded values are not recommended for survey control.
 MT0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0824.See file dsdata.txt to determine how the superseded data were derived.
 MT0824
 MT0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF4549149220(NAD 83)
 MT0824_MARKER: DD = SURVEY DISK
 MT0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MT0824
 MT0824  HISTORY     - Date     Condition        Report By
 MT0824  HISTORY     - 1965     MONUMENTED       NVDH
 MT0824
 MT0824                          STATION DESCRIPTION
 MT0824
 MT0824'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1965
 MT0824'FOLLOWING COPIED FROM 1957 DESCRIPTION OF MARY--
 MT0824'
 MT0824'THE STATION IS ABOUT 1-1/2 MILES NORTH-NORTHEAST OF THE POST
 MT0824'OFFICE IN DEETH, ON THE MOST NORTHERLY ONE OF THREE PROMINENT
 MT0824'SAGE-COVERED HILLS ABOUT 1/2 MILE WEST OF MARYS RIVER AND ABOUT
 MT0824'100 YARDS SOUTH OF WHERE THE TELEPHONE LINE CROSSES OVER THE
 MT0824'RIDGE THROUGH A SADDLE.  THE HILLS DROP SHARPLY ON THE EAST SIDE
 MT0824'AND A NORTH-SOUTH BLADED ROAD IS BELOW AND OIN THE EAST SIDE OF
 MT0824'THE HILLS.  THE STATION IS ON THE SUMMIT NEAR THE NORTHEAST
 MT0824'END OF THE FIRST HILL SOUTH OF THE TELEPHONE LINE.
 MT0824'
 MT0824'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT DEETH,
 MT0824'GO NORTHERLY ON THE MAIN GRAVELED ROAD FOR 1.3 MILES TO WHERE
 MT0824'THE TELEPHONE LINE CROSSES OVER THE ROAD.  TURN RIGHT AND
 MT0824'FOLLOW THE TELEPHONE LINE ROAD NORTHEAST FOR 0.4 MILE TO THE
 MT0824'SUMMIT OF A LOW PASS IN A SADDLE ALONG THE RIDGE.  TURN RIGHT,
 MT0824'SOUTH, UP THE RIDGE FOR ABOUT 100 YARDS TO THE SUMMIT AND
 MT0824'STATION.
 MT0824'
 MT0824'FOLLOWING INFORMATION RECEIVED FROM THE NEVADA HIGHWAY DEPT--
 MT0824'
 MT0824'THE STATION IS LOCATED 1000 FEET SOUTH OF THE CENTERLINE OF THE
 MT0824'EASTBOUND LANE OF INTERSTATE HIGHWAY 80 AT PLAN STATION E
 MT0824'259+80.  THE STATION MARK, R.M. 3 AND R.M. 4 ARE U.S.C. AND G.S.
 MT0824'BRASS CAPS SET IN 10 INCH DIAMETER CONCRETE MONUMENTS EXTENDING
 MT0824'0.5 FEET ABOVE GROUND SURFACE.  A SUB-SURFACE STATION MARK
 MT0824'WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0805 ***********************************************************************
 MT0805  DESIGNATION -  MARYS PEAK 2
 MT0805  PID         -  MT0805
 MT0805  STATE/COUNTY-  NV/ELKO
 MT0805  USGS QUAD   -  GODS POCKET PEAK (1986)
 MT0805
 MT0805                         *CURRENT SURVEY CONTROL
 MT0805  ___________________________________________________________________
 MT0805* NAD 83(1994)-  41 45 33.28574(N)    115 21 40.94343(W)     ADJUSTED  
 MT0805* NAVD 88     -      3223.1    (meters)   10574.     (feet)  VERTCON   
 MT0805  ___________________________________________________________________
 MT0805  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 MT0805  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 MT0805
 MT0805  HORZ ORDER  -  SECOND
 MT0805
 MT0805.The horizontal coordinates were established by classical geodetic methods
 MT0805.and adjusted by the National Geodetic Survey in June 1998..
 MT0805
 MT0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0805
 MT0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0805
 MT0805.The geoid height was determined by GEOID03.
 MT0805
 MT0805;                    North         East     Units Scale Factor Converg.
 MT0805;SPC NV E     - 8,777,983.786   218,456.882   MT  0.99990419   +0 08 52.2
 MT0805;SPC NV E     -28,799,101.80    716,720.62   sFT  0.99990419   +0 08 52.2
 MT0805;UTM  11      - 4,624,343.646   636,219.640   MT  0.99982834   +1 05 29.4
 MT0805
 MT0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0805!SPC NV E     -   0.99949718  x   0.99990419  =   0.99940142
 MT0805!UTM  11      -   0.99949718  x   0.99982834  =   0.99932561
 MT0805
 MT0805|---------------------------------------------------------------------|
 MT0805| PID    Reference Object                     Distance      Geod. Az  |
 MT0805|                                                           dddmmss.s |
 MT0805| DD6243 MARYS PEAK 2 RM 1                    11.354 METERS 01850     |
 MT0805| DD6244 MARYS PEAK 2 RM 2                    19.233 METERS 20547     |
 MT0805| MT0853 COPPER                              APPROX.13.3 KM 2753822.9 |
 MT0805|---------------------------------------------------------------------|
 MT0805
 MT0805                          SUPERSEDED SURVEY CONTROL
 MT0805
 MT0805  NAD 83(1994)-  41 45 33.28150(N)    115 21 40.93894(W) AD(       ) 2
 MT0805  NAD 83(1986)-  41 45 33.28133(N)    115 21 40.93856(W) AD(       ) 2
 MT0805  NAD 27      -  41 45 33.61260(N)    115 21 37.69830(W) AD(       ) 2
 MT0805  NGVD 29 (07/19/86) 3221.6    (m)        10570.     (f) VERT ANG       
 MT0805
 MT0805.Superseded values are not recommended for survey control.
 MT0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0805.See file dsdata.txt to determine how the superseded data were derived.
 MT0805
 MT0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG3622024344(NAD 83)
 MT0805_MARKER: DS = TRIANGULATION STATION DISK
 MT0805_SETTING: 0 = UNSPECIFIED SETTING
 MT0805_PROJECTION: FLUSH
 MT0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0805
 MT0805  HISTORY     - Date     Condition        Report By
 MT0805  HISTORY     - 1968     MONUMENTED       USGS
 MT0805  HISTORY     - 1968     SEE DESCRIPTION  USGS
 MT0805
 MT0805                          STATION DESCRIPTION
 MT0805
 MT0805'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (BM)
 MT0805'NOTE--MARK SET BY R.B. STEELE 1939, FOUND LYING ON THE SURFACE.
 MT0805'NEW MARKS HAVE BEEN SET AS DESCRIBED BELOW.
 MT0805'
 MT0805'LOCATED ABOUT 8.5 MI. S. BY 3 MI. E. OF JARBIDGE POST OFFICE,
 MT0805'ON HIGHEST POINT OF MARYS RIVER PEAK, A MOUNTAIN ON WATERSHED
 MT0805'DIVIDE BETWEEN MARYS RIVER TO THE S. AND JARBIDGE RIVER TO THE N.
 MT0805'
 MT0805'REACHED BY HELICOPTER.
 MT0805'
 MT0805'TO REACH FROM JARBIDGE, DRIVE S. ON JARBIDGE-CHARLESTON RD.
 MT0805'FOR 2.2 MI. TO RD. FORKS, THENCE FOLLOW RD. UP JARBIDGE RIVER
 MT0805'6 MI. TO END OF RD., THENCE FOLLOW MARYS RIVER TRAIL ABOUT 3 MI.
 MT0805'TO A POINT ON W. SIDE OF MARYS RIVER PEAK.  CLIMB E. TO TOP
 MT0805'OF PEAK.  ABOUT 2 HOUR HIKE.
 MT0805'
 MT0805'STATION MARK--STANDARD TABLET STAMPED MARYS PEAK NO 2 1968
 MT0805'CRIMPED TO COPPERWELD ROD CEMENTED IN DRILL HOLE IN BEDROCK,
 MT0805'0.7 FT. BELOW SURFACE.
 MT0805'
 MT0805'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED NO 1 1968
 MT0805'CRIMPED TO COPPERWELD ROD CEMENTED IN DRILL HOLE IN BEDROCK.
 MT0805'
 MT0805'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED NO 2 1968
 MT0805'CRIMPED TO COPPERWELD ROD CEMENTED IN DRILL HOLE IN BEDROCK.
 MT0805'
 MT0805'NOTE--A ROCK CAIRN 5.4 FT. HIGH AND 4 FT. IN DIAMETER WAS BUILT
 MT0805'OVER STATION MARK.
 MT0805
 MT0805                          STATION RECOVERY (1968)
 MT0805
 MT0805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0805'NOTE--MARKS SET BY USGS, 1939, FOUND LYING ON THE SURFACE.  NEW MARKS
 MT0805'HAVE BEEN SET AS DESCRIBED BELOW.
 MT0805'LOCATED ABOUT 8.5 MI. S. BY 3 MI. E. OF JARBIDGE POST OFFICE, ON
 MT0805'HIGHEST POINT OF MARYS RIVER PEAK, A MOUNTAIN ON WATERSHED DIVIDE
 MT0805'BETWEEN MARYS RIVER TO THE S. AND JARBIDGE RIVER TO THE N.
 MT0805'REACHED BY HELICOPTER.
 MT0805'TO REACH FROM JARBIDGE, DRIVE S. ON JARBIDGE-CHARLESTON RD. FOR 2.2
 MT0805'MI. TO RD. FORKS, THENCE FOLLOW RD. UP JARBIDGE RIVER 6 MI. TO END OF
 MT0805'RD., THENCE FOLLOW MARYS RIVER TRAIL ABOUT 3 MI. TO A POINT ON W. SIDE
 MT0805'OF MARYS RIVER PEAK.  CLIMB E. TO TOP OF PEAK.  ABOUT 2 HOUR HIKE.
 MT0805'STATION MARK-STANDARD TABLET---STAMPED---MARYS PEAK NO 2 1968 CRIMPED
 MT0805'TO COPPERWELD ROD CEMENTED IN DRILL HOLE IN BEDROCK, 0.7 FT. BELOW
 MT0805'SURFACE.
 MT0805'REFERENCE MARK NO. 1-STANDARD TABLET---STAMPED---NO 1 1968 CRIMPED TO
 MT0805'COPPERWELD ROD CEMENTED IN DRILL HOLE IN BEDROCK.
 MT0805'REFERENCE MARK NO. 2-STANDARD TABLET ---STAMPED---NO 2 1968 CRIMPED TO
 MT0805'COPPERWELD ROD CEMENTED IN DRILL HOLE IN BEDROCK.
 MT0805'NOTE--A ROCK CAIRN 5.4 FT. HIGH AND 4 FT. IN DIAMETER WAS BUILT OVER
 MT0805'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0878 ***********************************************************************
 MT0878  DESIGNATION -  MASON
 MT0878  PID         -  MT0878
 MT0878  STATE/COUNTY-  NV/ELKO
 MT0878  USGS QUAD   -  MOUNT ICHABOD (1986)
 MT0878
 MT0878                         *CURRENT SURVEY CONTROL
 MT0878  ___________________________________________________________________
 MT0878* NAD 83(1994)-  41 33 13.43974(N)    115 33 38.62785(W)     ADJUSTED  
 MT0878* NAVD 88     -      2279.0    (meters)    7477.     (feet)  VERTCON   
 MT0878  ___________________________________________________________________
 MT0878  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 MT0878  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 MT0878
 MT0878  HORZ ORDER  -  THIRD
 MT0878
 MT0878.The horizontal coordinates were established by classical geodetic methods
 MT0878.and adjusted by the National Geodetic Survey in June 1998..
 MT0878
 MT0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0878
 MT0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0878
 MT0878.The geoid height was determined by GEOID03.
 MT0878
 MT0878;                    North         East     Units Scale Factor Converg.
 MT0878;SPC NV E     - 8,755,136.896   201,885.546   MT  0.99990004   +0 00 54.0
 MT0878;SPC NV E     -28,724,144.97    662,352.83   sFT  0.99990004   +0 00 54.0
 MT0878;UTM  11      - 4,601,229.774   620,027.658   MT  0.99977729   +0 57 17.3
 MT0878
 MT0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0878!SPC NV E     -   0.99964527  x   0.99990004  =   0.99954534
 MT0878!UTM  11      -   0.99964527  x   0.99977729  =   0.99942264
 MT0878
 MT0878|---------------------------------------------------------------------|
 MT0878| PID    Reference Object                     Distance      Geod. Az  |
 MT0878|                                                           dddmmss.s |
 MT0878| CS8469 MASON RM 1                            3.082 METERS 06603     |
 MT0878| CS8470 MASON RM 2                            4.889 METERS 22031     |
 MT0878|---------------------------------------------------------------------|
 MT0878
 MT0878                          SUPERSEDED SURVEY CONTROL
 MT0878
 MT0878  NAD 83(1986)-  41 33 13.43562(N)    115 33 38.62142(W) AD(       ) 3
 MT0878  NGVD 29 (11/02/93) 2277.7    (m)         7473.     (f) VERT ANG       
 MT0878
 MT0878.Superseded values are not recommended for survey control.
 MT0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0878.See file dsdata.txt to determine how the superseded data were derived.
 MT0878
 MT0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG2002801230(NAD 83)
 MT0878_MARKER: DS = TRIANGULATION STATION DISK
 MT0878_SETTING: 66 = SET IN ROCK OUTCROP
 MT0878_SP_SET: SET IN ROCK OUTCROP
 MT0878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0878+STABILITY: POSITION/ELEVATION WELL
 MT0878
 MT0878  HISTORY     - Date     Condition        Report By
 MT0878  HISTORY     - 1933     MONUMENTED       USGS
 MT0878  HISTORY     - 1971     GOOD             USGS
 MT0878
 MT0878                          STATION DESCRIPTION
 MT0878
 MT0878'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 MT0878'LOCATED 4 MI S. AND 2 MI W. OF J.M. PRUNTY RANCH, CHARLESTON.  ON
 MT0878'SOUTH END OF ROCKY RIDGE KNOWN LOCALLY AS MASON PEAK.
 MT0878'
 MT0878'TO REACH FROM J.M. PRUNTY RANCH, GO 2.8 MI S. ON CHARLESTON-DEETH
 MT0878'RD.  THEN 3.2 MI W. TO ANDREW TOURREVIL RANCH.  THEN 1.1 MI S. TO
 MT0878'TOP OF RIDGE AND END OF TRUCK TRAVEL.  HIKE ABOUT 0.5 MI W. TO
 MT0878'STATION.
 MT0878'
 MT0878'STATION MARK--STANDARD TABLET STAMPED---MASON 1933---, CEMENTED IN
 MT0878'OUTCROP UNDER 7-FT CAIRN.
 MT0878'
 MT0878'RM 1--STANDARD BRONZE RM TABLET STAMPED---MASON 1933 NO 1---,
 MT0878'CEMENTED IN OUTCROP.
 MT0878'
 MT0878'RM 2--CHISELED CROSS IN OUTCROP.
 MT0878
 MT0878                          STATION RECOVERY (1971)
 MT0878
 MT0878'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MT0878'DESCRIBED BY USGS.  STATION REACHED BY HELICOPTER.  RM 1 NOT
 MT0878'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1912 ***********************************************************************
 KR1912  DESIGNATION -  MASON BUTTE 2
 KR1912  PID         -  KR1912
 KR1912  STATE/COUNTY-  NV/LYON
 KR1912  USGS QUAD   -  MASON BUTTE (1993)
 KR1912
 KR1912                         *CURRENT SURVEY CONTROL
 KR1912  ___________________________________________________________________
 KR1912* NAD 83(1994)-  39 04 49.55209(N)    119 09 32.79948(W)     ADJUSTED  
 KR1912* NAVD 88     -      1442.1    (meters)    4731.     (feet)  VERTCON   
 KR1912  ___________________________________________________________________
 KR1912  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 KR1912  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 KR1912
 KR1912  HORZ ORDER  -  THIRD
 KR1912
 KR1912.The horizontal coordinates were established by classical geodetic methods
 KR1912.and adjusted by the National Geodetic Survey in June 1998..
 KR1912
 KR1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1912
 KR1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1912
 KR1912.The geoid height was determined by GEOID03.
 KR1912
 KR1912;                    North         East     Units Scale Factor Converg.
 KR1912;SPC NV W     - 4,480,684.560   750,183.781   MT  0.99993055   -0 21 46.7
 KR1912;SPC NV W     -14,700,379.26  2,461,227.95   sFT  0.99993055   -0 21 46.7
 KR1912;UTM  11      - 4,327,921.089   313,241.481   MT  1.00002949   -1 21 41.5
 KR1912
 KR1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1912!SPC NV W     -   0.99977767  x   0.99993055  =   0.99970824
 KR1912!UTM  11      -   0.99977767  x   1.00002949  =   0.99980716
 KR1912
 KR1912|---------------------------------------------------------------------|
 KR1912| PID    Reference Object                     Distance      Geod. Az  |
 KR1912|                                                           dddmmss.s |
 KR1912| CS8844 MASON BUTTE 2 RM 1                   16.246 METERS 03154     |
 KR1912| CS8845 MASON BUTTE 2 RM 2                   15.057 METERS 32832     |
 KR1912|---------------------------------------------------------------------|
 KR1912
 KR1912                          SUPERSEDED SURVEY CONTROL
 KR1912
 KR1912  NAD 83(1986)-  39 04 49.55627(N)    119 09 32.78148(W) AD(       ) 3
 KR1912  NGVD 29 (03/15/94) 1441.1    (m)         4728.     (f) VERT ANG       
 KR1912
 KR1912.Superseded values are not recommended for survey control.
 KR1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1912.See file dsdata.txt to determine how the superseded data were derived.
 KR1912
 KR1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD1324127921(NAD 83)
 KR1912_MARKER: DS = TRIANGULATION STATION DISK
 KR1912_SETTING: 66 = SET IN ROCK OUTCROP
 KR1912_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KR1912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1912+STABILITY: POSITION/ELEVATION WELL
 KR1912
 KR1912  HISTORY     - Date     Condition        Report By
 KR1912  HISTORY     - 1955     MONUMENTED       USGS
 KR1912
 KR1912                          STATION DESCRIPTION
 KR1912
 KR1912'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KR1912'LOCATED ABOUT 6 MI N. OF YERINGTON, 4.5 MI S. OF WABUSKA.  ON
 KR1912'HIGHEST POINT OF MASON BUTTE, E. OF U.S. HWY. 95A IN CENTER OF
 KR1912'MASON VALLEY.
 KR1912'
 KR1912'TO REACH FROM JCT. OF U.S. HWY. 95A AND STATE HWY. 3, DRIVE 6.8
 KR1912'MI N. ON U.S. HWY. 95A TO X-RDS.  TURN RIGHT 0.6 MI E. TO 3-WAY
 KR1912'RD. FORKS JUST E. OF BRIDGE.  TAKE RIGHT FORK 0.1 MI TO RD. FORKS.
 KR1912'TAKE LEFT FORK EASTERLY 1.2 MI TO DIM TRACK RD. LEFT.  TURN LEFT
 KR1912'UP CANYON 0.4 MI TO END OF RD.  PACK NW. TO HIGHEST POINT AND
 KR1912'STATION.  A 5-MINUTE PACK.
 KR1912'
 KR1912'STATION MARK--STANDARD TABLET STAMPED---MASON BUTTE 2 1955---,
 KR1912'CEMENTED IN DRILL HOLE IN GRANITE OUTCROP.
 KR1912'
 KR1912'RM 1--COPPER NAIL AND WASHER STAMPED---1---, LEADED IN DRILL HOLE
 KR1912'IN GRANITE BOULDER.
 KR1912'
 KR1912'RM 2--COPPER NAIL AND WASHER STAMPED---2---, LEADED IN DRILL HOLE
 KR1912'IN GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0546 ***********************************************************************
 LS0546  DESIGNATION -  MASS
 LS0546  PID         -  LS0546
 LS0546  STATE/COUNTY-  NV/PERSHING
 LS0546  USGS QUAD   -  WOODY CANYON (1982)
 LS0546
 LS0546                         *CURRENT SURVEY CONTROL
 LS0546  ___________________________________________________________________
 LS0546* NAD 83(1994)-  40 45 20.56194(N)    118 08 11.56024(W)     ADJUSTED  
 LS0546* NAVD 88     -      1442.8    (meters)    4734.     (feet)  VERTCON   
 LS0546  ___________________________________________________________________
 LS0546  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 LS0546  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 LS0546
 LS0546  HORZ ORDER  -  SECOND
 LS0546
 LS0546.The horizontal coordinates were established by classical geodetic methods
 LS0546.and adjusted by the National Geodetic Survey in June 1998..
 LS0546
 LS0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0546
 LS0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0546
 LS0546.The geoid height was determined by GEOID03.
 LS0546
 LS0546;                    North         East     Units Scale Factor Converg.
 LS0546;SPC NV W     - 4,666,615.730   837,725.391   MT  0.99991751   +0 17 30.1
 LS0546;SPC NV W     -15,310,388.44  2,748,437.39   sFT  0.99991751   +0 17 30.1
 LS0546;UTM  11      - 4,512,260.554   404,061.884   MT  0.99971329   -0 44 31.3
 LS0546
 LS0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0546!SPC NV W     -   0.99977705  x   0.99991751  =   0.99969458
 LS0546!UTM  11      -   0.99977705  x   0.99971329  =   0.99949041
 LS0546
 LS0546:                Primary Azimuth Mark                     Grid Az
 LS0546:SPC NV W     -  BILL                                     135 16 28.8
 LS0546:UTM  11      -  BILL                                     136 18 30.2
 LS0546
 LS0546|---------------------------------------------------------------------|
 LS0546| PID    Reference Object                     Distance      Geod. Az  |
 LS0546|                                                           dddmmss.s |
 LS0546| LS0076 BILL                                APPROX. 9.6 KM 1353358.9 |
 LS0546| DB8195 MASS RM 1                             5.060 METERS 16946     |
 LS0546| DB8196 MASS RM 2                             3.910 METERS 28805     |
 LS0546|---------------------------------------------------------------------|
 LS0546
 LS0546                          SUPERSEDED SURVEY CONTROL
 LS0546
 LS0546  NAD 83(1986)-  40 45 20.56773(N)    118 08 11.55204(W) AD(       ) 2
 LS0546  NAD 27      -  40 45 20.91430(N)    118 08 08.03600(W) AD(       ) 2
 LS0546  NGVD 29 (07/19/86) 1441.8    (m)         4730.     (f) VERT ANG       
 LS0546
 LS0546.Superseded values are not recommended for survey control.
 LS0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0546.See file dsdata.txt to determine how the superseded data were derived.
 LS0546
 LS0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF0406212261(NAD 83)
 LS0546_MARKER: DS = TRIANGULATION STATION DISK
 LS0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0546
 LS0546  HISTORY     - Date     Condition        Report By
 LS0546  HISTORY     - 1957     MONUMENTED       CGS
 LS0546  HISTORY     - 1970     GOOD             NGS
 LS0546
 LS0546                          STATION DESCRIPTION
 LS0546
 LS0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0546'THE STATION IS ABOUT 6-1/2 MILES NORTH OF IMLAY, 6 MILES
 LS0546'NORTHWEST OF MILL CITY AND 2 MILES SOUTH OF THE NEVADA-MASSACHUSETTS
 LS0546'TUNGSTEN MINE BUILDINGS.  ON THE SUMMIT OF THE SOUTHWEST ONE
 LS0546'OF SEVERAL LOW HILLS, THE FIRST ABOVE THE VALLEY ABOUT 1 MILE
 LS0546'SOUTHWEST OF THE PAVED ROAD LEADING TO THE MINE AND ABOUT
 LS0546'3/4 MILE NORTHWEST OF A WINDMILL.
 LS0546'
 LS0546'TO REACH FROM MILL CITY AT PAVED T-JUNCTION WITH U.S. HIGHWAY
 LS0546'40, GO NORTH ON THE NEVADA-MASSACHUSETTS MINE ROAD FOR 6.2
 LS0546'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WESTERLY FOR 0.25
 LS0546'MILE TO A FORK.  TAKE LEFT FORK, SOUTHWEST, TOWARDS WINDMILL
 LS0546'AND GO 0.85 MILE TO A TRACK ROAD RIGHT.  THIS POINT IS 0.3
 LS0546'MILE PAST THE WINDMILL.  TURN RIGHT AND GO NORTHWESTERLY FOR
 LS0546'0.5 MILE, TURN RIGHT OFF TRACK ROAD, CROSS WASH AND GO UP
 LS0546'OVER LOWER HILL, THENCE UP STEEP SLOPE NORTHWEST TO SUMMIT
 LS0546'OF NEXT HILL AND STATION.  A DISTANCE OF 0.4 MILE.
 LS0546'
 LS0546'THE STATION MARK, STAMPED MASS 1957, IS A STANDARD DISK SET
 LS0546'IN A CONCRETE POST ABOUT 2 INCHES BELOW THE SURROUNDING
 LS0546'GROUND SURFACE.
 LS0546'
 LS0546'THE REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILL
 LS0546'HOLES IN BEDROCK ABOUT FLUSH WITH THE GROUND AND ABOUT THE
 LS0546'SAME ELEVATION AS THE STATION.  STAMPED MASS 1957 NO 1 AND NO 2
 LS0546'RESPECTIVELY.
 LS0546
 LS0546                          STATION RECOVERY (1970)
 LS0546
 LS0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LS0546'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 LS0546'IN 1957.  THE ROUTE TO THE STATION IS ADEQUATE.
 LS0546'
 LS0546'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LS0546'
 LS0546'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 LS0546'NORTHWEST OF MILL CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0384 ***********************************************************************
 MV0384  DESIGNATION -  MASSACRE
 MV0384  PID         -  MV0384
 MV0384  STATE/COUNTY-  NV/WASHOE
 MV0384  USGS QUAD   -  PAINTED POINT (1966)
 MV0384
 MV0384                         *CURRENT SURVEY CONTROL
 MV0384  ___________________________________________________________________
 MV0384* NAD 83(1994)-  41 31 05.04652(N)    119 38 12.33485(W)     ADJUSTED  
 MV0384* NAVD 88     -      2145.84   (+/-2cm)    7040.1    (feet)  VERTCON   
 MV0384  ___________________________________________________________________
 MV0384  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 MV0384  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 MV0384
 MV0384  HORZ ORDER  -  SECOND
 MV0384  VERT ORDER  -  THIRD ? (See Below)
 MV0384
 MV0384.The horizontal coordinates were established by classical geodetic methods
 MV0384.and adjusted by the National Geodetic Survey in June 1998..
 MV0384
 MV0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0384.The vertical order pertains to the NGVD 29 superseded value.
 MV0384
 MV0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0384
 MV0384.The geoid height was determined by GEOID03.
 MV0384
 MV0384;                    North         East     Units Scale Factor Converg.
 MV0384;SPC NV W     - 4,751,711.766   712,075.571   MT  0.99999511   -0 41 53.9
 MV0384;SPC NV W     -15,589,574.35  2,336,201.27   sFT  0.99999511   -0 41 53.9
 MV0384;UTM  11      - 4,599,627.259   279,980.355   MT  1.00019577   -1 44 54.6
 MV0384
 MV0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0384!SPC NV W     -   0.99966683  x   0.99999511  =   0.99966195
 MV0384!UTM  11      -   0.99966683  x   1.00019577  =   0.99986254
 MV0384
 MV0384:                Primary Azimuth Mark                     Grid Az
 MV0384:SPC NV W     -  NELLIE                                   172 33 15.1
 MV0384:UTM  11      -  NELLIE                                   173 36 15.8
 MV0384
 MV0384|---------------------------------------------------------------------|
 MV0384| PID    Reference Object                     Distance      Geod. Az  |
 MV0384|                                                           dddmmss.s |
 MV0384| MV0361 NELLIE                              APPROX.13.7 KM 1715121.2 |
 MV0384|---------------------------------------------------------------------|
 MV0384
 MV0384                          SUPERSEDED SURVEY CONTROL
 MV0384
 MV0384  NAD 83(1992)-  41 31 05.04714(N)    119 38 12.33546(W) AD(       ) 2
 MV0384  NAD 83(1986)-  41 31 05.05075(N)    119 38 12.33585(W) AD(       ) 2
 MV0384  NAD 27      -  41 31 05.42612(N)    119 38 08.59225(W) AD(       ) 2
 MV0384  NGVD 29 (07/19/86) 2144.57   (m)         7036.0    (f) LEVELING    3  
 MV0384
 MV0384.Superseded values are not recommended for survey control.
 MV0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0384.See file dsdata.txt to determine how the superseded data were derived.
 MV0384
 MV0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF7998099627(NAD 83)
 MV0384_MARKER: DD = SURVEY DISK
 MV0384_SETTING: 66 = SET IN ROCK OUTCROP
 MV0384_SP_SET: SET IN BEDROCK
 MV0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0384+STABILITY: POSITION/ELEVATION WELL
 MV0384
 MV0384  HISTORY     - Date     Condition        Report By
 MV0384  HISTORY     - 1966     MONUMENTED       USGS
 MV0384
 MV0384                          STATION DESCRIPTION
 MV0384
 MV0384'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DHK)
 MV0384'LOCATED ABOUT 12.9 MI. ESE. OF VYA.  8.5 MI. S. OF MASSACRE
 MV0384'LAKE.  3.8 MI. SW. OF THE MASSACRE RANCH.  ON A FLAT, OPEN TOP.
 MV0384'
 MV0384'STATION MARK--A STANDARD TABLET STAMPED MASSACRE 1966 SET IN
 MV0384'FLAT ROCK, LEVEL WITH GROUND.
 MV0384'
 MV0384'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0048 ***********************************************************************
 HQ0048  DESIGNATION -  MASTER LAUNCHER
 HQ0048  PID         -  HQ0048
 HQ0048  STATE/COUNTY-  NV/NYE
 HQ0048  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0048
 HQ0048                         *CURRENT SURVEY CONTROL
 HQ0048  ___________________________________________________________________
 HQ0048* NAD 83(1994)-  37 50 46.27530(N)    116 42 27.00981(W)     ADJUSTED  
 HQ0048* NAVD 88     -      1631.968  (meters)    5354.22   (feet)  ADJUSTED  
 HQ0048  ___________________________________________________________________
 HQ0048  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 HQ0048  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 HQ0048  DYNAMIC HT  -        1630.145 (meters)    5348.23  (feet)  COMP
 HQ0048  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 HQ0048
 HQ0048  HORZ ORDER  -  FIRST
 HQ0048  VERT ORDER  -  FIRST     CLASS II
 HQ0048
 HQ0048.The horizontal coordinates were established by classical geodetic methods
 HQ0048.and adjusted by the National Geodetic Survey in June 1998..
 HQ0048
 HQ0048.The orthometric height was determined by differential leveling
 HQ0048.and adjusted by the National Geodetic Survey in June 1991..
 HQ0048
 HQ0048.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0048
 HQ0048.The geoid height was determined by GEOID03.
 HQ0048
 HQ0048.The dynamic height is computed by dividing the NAVD 88
 HQ0048.geopotential number by the normal gravity value computed on the
 HQ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0048.degrees latitude (g = 980.6199 gals.).
 HQ0048
 HQ0048.The modeled gravity was interpolated from observed gravity values.
 HQ0048
 HQ0048;                    North         East     Units Scale Factor Converg.
 HQ0048;SPC NV C     - 6,343,533.706   496,406.149   MT  0.99990016   -0 01 30.2
 HQ0048;SPC NV C     -20,812,076.83  1,628,625.84   sFT  0.99990016   -0 01 30.2
 HQ0048;UTM  11      - 4,188,789.738   525,734.052   MT  0.99960816   +0 10 46.1
 HQ0048
 HQ0048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0048!SPC NV C     -   0.99974794  x   0.99990016  =   0.99964812
 HQ0048!UTM  11      -   0.99974794  x   0.99960816  =   0.99935620
 HQ0048
 HQ0048:                Primary Azimuth Mark                     Grid Az
 HQ0048:SPC NV C     -  CONTRAVES 12                             026 08 16.3
 HQ0048:UTM  11      -  CONTRAVES 12                             025 56 00.0
 HQ0048
 HQ0048|---------------------------------------------------------------------|
 HQ0048| PID    Reference Object                     Distance      Geod. Az  |
 HQ0048|                                                           dddmmss.s |
 HQ0048| HQ0043 CONTRAVES 12                        APPROX. 4.2 KM 0260646.1 |
 HQ0048| HQ0049 MASTER LAUNCHER RM 1                 10.791 METERS 06559     |
 HQ0048| HQ0050 MASTER LAUNCHER RM 2                 10.349 METERS 16321     |
 HQ0048|---------------------------------------------------------------------|
 HQ0048
 HQ0048                          SUPERSEDED SURVEY CONTROL
 HQ0048
 HQ0048  NAD 83(1986)-  37 50 46.27198(N)    116 42 27.01793(W) AD(       ) 1
 HQ0048  NAD 27      -  37 50 46.49783(N)    116 42 23.79302(W) AD(       ) 1
 HQ0048  NGVD 29 (07/19/86) 1630.86   (m)         5350.6    (f) LEVELING    3  
 HQ0048
 HQ0048.Superseded values are not recommended for survey control.
 HQ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0048.See file dsdata.txt to determine how the superseded data were derived.
 HQ0048
 HQ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2573488790(NAD 83)
 HQ0048_MARKER: DS = TRIANGULATION STATION DISK
 HQ0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0048_STAMPING: MASTER LAUNCHER 1968
 HQ0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0048+STABILITY: SURFACE MOTION
 HQ0048
 HQ0048  HISTORY     - Date     Condition        Report By
 HQ0048  HISTORY     - 1968     MONUMENTED       CGS
 HQ0048  HISTORY     - 1968     GOOD             CGS
 HQ0048
 HQ0048                          STATION DESCRIPTION
 HQ0048
 HQ0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0048'THE STATION IS LOCATED ABOUT 30 MILES SOUTHEAST OF TONOPAH,
 HQ0048'ON THE TONOPAH TEST RANGE.  IT IS ABOUT 4-3/4 MILES NORTHEAST
 HQ0048'OF THE TEST RANGE HEADQUARTERS AND 3-3/4 MILES SOUTHEAST OF
 HQ0048'THE NORTH GUARD GATE, WHICH IS KNOWN AS POINT ABLE, AT WHAT
 HQ0048'IS KNOWN AS THE MASTER LAUNCHER AREA.
 HQ0048'
 HQ0048'TO REACH THE STATION FROM THE NORTH GUARD GATE, KNOWN AS
 HQ0048'POINT ABLE, GO SOUTH FOR 1.1 MILES TO A SIDE ROAD LEFT.  KEEP
 HQ0048'LEFT, SOUTH, FOR 0.1 MILE TO A CROSSROAD.  CONTINUE AHEAD SOUTH
 HQ0048'AND SOUTHEAST, ON GRAVELED ROAD FOR 2.8 MILES TO A PAVED ROAD
 HQ0048'LEFT AND SIGN ORDINANCES AND ROCKETS.  TURN LEFT, EAST ON
 HQ0048'SURFACED DRIVEWAY FOR 0.15 MILE TO WHERE DRIVEWAY TURNS RIGHT.
 HQ0048'TURN RIGHT, SOUTH AND EAST, ON THE SURFACED DRIVEWAY FOR 0.2
 HQ0048'MILE TO THE STATION ON THE RIGHT.
 HQ0048'
 HQ0048'THE STATION MARK IS A STANDARD DISK, STAMPED MASTER LAUNCHER
 HQ0048'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 HQ0048'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 40 FEET
 HQ0048'SOUTH OF THE CENTER OF THE SURFACED DRIVEWAY AND 34 FEET NORTHWEST
 HQ0048'OF A SMALL WARNING INSTALLATION BUILDING.
 HQ0048'
 HQ0048'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MASTER LAUNCHER
 HQ0048'NO 1 1968, CEMENTED IN A DRILL HOLE IN THE CONCRETE ACCESS
 HQ0048'ROAD LEADING FROM THE SURFACED DRIVEWAY TO MASTER LAUNCHER 2.
 HQ0048'
 HQ0048'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MASTER LAUNCHER
 HQ0048'NO 2 1968, CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER
 HQ0048'OF THE CONCRETE FOUNDATION SUPPORTING A SMALL WARNING INSTALLATION
 HQ0048'BUILDING.
 HQ0048'
 HQ0048'MASTER LAUNCHERS 1 THROUGH 5, WIND TOWER AND TRAVERSE STATION
 HQ0048'9A GUNSITE WERE TRAVERSED TO AND INTERSECTED FROM THIS STATION.
 HQ0048'THE DIRECTIONS TO THESE CAN BE FOUND ON THE COMPOSITE LIST OF
 HQ0048'DIRECTIONS FOR THIS STATION AND EACH ONE WAS DESCRIBED
 HQ0048'INDIVIDUALLY ON A TRAVERSE DESCRIPTION CARD.
 HQ0048'
 HQ0048'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 HQ0048'
 HQ0048'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 HQ0048
 HQ0048                          STATION RECOVERY (1968)
 HQ0048
 HQ0048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0048'AT TONOPAH TEST RANGE.
 HQ0048'LOCATED ABOUT 30 MILES SOUTHEAST OF TONOPAH, ON THE TONOPAH
 HQ0048'TEST RANGE.  IT IS ABOUT 4 3/4 MILES NORTHEAST OF THE TEST
 HQ0048'RANGE HEADQUARTERS AND 3 3/4 MILES SOUTHEAST OF THE NORTH GUARD
 HQ0048'GATE, WHICH IS KNOWN AS POINT ABLE, AT WHAT IS KNOWN AS THE
 HQ0048'MASTER LAUNCHER AREA.  TO REACH THE STATION FROM THE NORTH GUARD
 HQ0048'GATE, KNOWN AS POINT ABLE, GO SOUTH FOR 1.1 MILES TO A SIDE ROAD
 HQ0048'LEFT.  KEEP LEFT, SOUTH, FOR 0.1 MILE TO A CROSSROAD.  CONTINUE
 HQ0048'AHEAD SOUTH AND SOUTHEAST, ON GRAVELED ROAD FOR 2.8 MILES TO A
 HQ0048'PAVED ROAD LEFT AND SIGN ORIDINANCES AND ROCKETS.  TURN LEFT,
 HQ0048'EAST, ON SURFACED DRIVEWAY FOR 0.15 MILE TO WHERE DRIVEWAY TURNS
 HQ0048'RIGHT.  TURN RIGHT, SOUTH AND EAST, ON THE SURFACED DRIVEWAY FOR
 HQ0048'0.2 MILE TO THE STATION ON THE RIGHT.  SET IN THE TOP OF A 12-INCH
 HQ0048'ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND
 HQ0048'SURFACE.  40 FEET SOUTH OF THE CENTER OF THE SURFACED DRIVEWAY
 HQ0048'AND 34 FEET NORTHWEST OF A SMALL WARNING INSTALLATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0049 ***********************************************************************
 HQ0049  DESIGNATION -  MASTER LAUNCHER RM 1
 HQ0049  PID         -  HQ0049
 HQ0049  STATE/COUNTY-  NV/NYE
 HQ0049  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0049
 HQ0049                         *CURRENT SURVEY CONTROL
 HQ0049  ___________________________________________________________________
 HQ0049* NAD 83(1986)-  37 50 46.     (N)    116 42 26.     (W)     SCALED    
 HQ0049* NAVD 88     -      1631.945  (meters)    5354.14   (feet)  ADJUSTED  
 HQ0049  ___________________________________________________________________
 HQ0049  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 HQ0049  DYNAMIC HT  -        1630.121 (meters)    5348.16  (feet)  COMP
 HQ0049  MODELED GRAV-     979,454.6   (mgal)                       NAVD 88
 HQ0049
 HQ0049  VERT ORDER  -  FIRST     CLASS II
 HQ0049
 HQ0049.The horizontal coordinates were scaled from a topographic map and have
 HQ0049.an estimated accuracy of +/- 6 seconds.
 HQ0049
 HQ0049.The orthometric height was determined by differential leveling
 HQ0049.and adjusted by the National Geodetic Survey in June 1991..
 HQ0049
 HQ0049.The geoid height was determined by GEOID03.
 HQ0049
 HQ0049.The dynamic height is computed by dividing the NAVD 88
 HQ0049.geopotential number by the normal gravity value computed on the
 HQ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0049.degrees latitude (g = 980.6199 gals.).
 HQ0049
 HQ0049.The modeled gravity was interpolated from observed gravity values.
 HQ0049
 HQ0049;                    North         East    Units  Estimated Accuracy
 HQ0049;SPC NV C     - 6,343,530.      496,430.      MT  (+/- 180 meters Scaled)
 HQ0049
 HQ0049                          SUPERSEDED SURVEY CONTROL
 HQ0049
 HQ0049.No superseded survey control is available for this station.
 HQ0049
 HQ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB257887(NAD 83)
 HQ0049_MARKER: DR = REFERENCE MARK DISK
 HQ0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0049_SP_SET: ROAD
 HQ0049_STAMPING: MASTER LAUNCHER NO 1
 HQ0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0049
 HQ0049  HISTORY     - Date     Condition        Report By
 HQ0049  HISTORY     - 1968     MONUMENTED       CGS
 HQ0049  HISTORY     - 1968     GOOD             NGS
 HQ0049
 HQ0049                          STATION DESCRIPTION
 HQ0049
 HQ0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0049'AT TONOPAH TEST RANGE.
 HQ0049'CEMENTED IN A DRILL HOLE IN THE CONCRETE ACCESS ROAD LEADING
 HQ0049'FROM THE SURFACED DRIVEWAY TO MASTER LANCHER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0050 ***********************************************************************
 HQ0050  DESIGNATION -  MASTER LAUNCHER RM 2
 HQ0050  PID         -  HQ0050
 HQ0050  STATE/COUNTY-  NV/NYE
 HQ0050  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0050
 HQ0050                         *CURRENT SURVEY CONTROL
 HQ0050  ___________________________________________________________________
 HQ0050* NAD 83(1986)-  37 50 46.     (N)    116 42 26.     (W)     SCALED    
 HQ0050* NAVD 88     -      1631.945  (meters)    5354.14   (feet)  ADJUSTED  
 HQ0050  ___________________________________________________________________
 HQ0050  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 HQ0050  DYNAMIC HT  -        1630.120 (meters)    5348.15  (feet)  COMP
 HQ0050  MODELED GRAV-     979,454.6   (mgal)                       NAVD 88
 HQ0050
 HQ0050  VERT ORDER  -  FIRST     CLASS II
 HQ0050
 HQ0050.The horizontal coordinates were scaled from a topographic map and have
 HQ0050.an estimated accuracy of +/- 6 seconds.
 HQ0050
 HQ0050.The orthometric height was determined by differential leveling
 HQ0050.and adjusted by the National Geodetic Survey in June 1991..
 HQ0050
 HQ0050.The geoid height was determined by GEOID03.
 HQ0050
 HQ0050.The dynamic height is computed by dividing the NAVD 88
 HQ0050.geopotential number by the normal gravity value computed on the
 HQ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0050.degrees latitude (g = 980.6199 gals.).
 HQ0050
 HQ0050.The modeled gravity was interpolated from observed gravity values.
 HQ0050
 HQ0050;                    North         East    Units  Estimated Accuracy
 HQ0050;SPC NV C     - 6,343,530.      496,430.      MT  (+/- 180 meters Scaled)
 HQ0050
 HQ0050                          SUPERSEDED SURVEY CONTROL
 HQ0050
 HQ0050.No superseded survey control is available for this station.
 HQ0050
 HQ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB257887(NAD 83)
 HQ0050_MARKER: DR = REFERENCE MARK DISK
 HQ0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HQ0050_SP_SET: FOUNDATION
 HQ0050_STAMPING: MASTER LAUNCHER NO 2 1968
 HQ0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HQ0050
 HQ0050  HISTORY     - Date     Condition        Report By
 HQ0050  HISTORY     - 1968     MONUMENTED       CGS
 HQ0050
 HQ0050                          STATION DESCRIPTION
 HQ0050
 HQ0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0050'AT TONOPAH TEST RANGE.
 HQ0050'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE
 HQ0050'FOUNDATION SUPPORTING A SMALL WARNING INSTALLATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0559 ***********************************************************************
 LS0559  DESIGNATION -  MAUDS
 LS0559  PID         -  LS0559
 LS0559  STATE/COUNTY-  NV/PERSHING
 LS0559  USGS QUAD   -  MAJUBA MTN (1971)
 LS0559
 LS0559                         *CURRENT SURVEY CONTROL
 LS0559  ___________________________________________________________________
 LS0559* NAD 83(1994)-  40 44 45.97499(N)    118 30 00.24338(W)     ADJUSTED  
 LS0559* NAVD 88     -      1882.2    (meters)    6175.     (feet)  VERTCON   
 LS0559  ___________________________________________________________________
 LS0559  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 LS0559  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 LS0559
 LS0559  HORZ ORDER  -  SECOND
 LS0559
 LS0559.The horizontal coordinates were established by classical geodetic methods
 LS0559.and adjusted by the National Geodetic Survey in June 1998..
 LS0559
 LS0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0559
 LS0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0559
 LS0559.The geoid height was determined by GEOID03.
 LS0559
 LS0559;                    North         East     Units Scale Factor Converg.
 LS0559;SPC NV W     - 4,665,456.243   807,031.688   MT  0.99990061   +0 03 15.7
 LS0559;SPC NV W     -15,306,584.36  2,647,736.46   sFT  0.99990061   +0 03 15.7
 LS0559;UTM  11      - 4,511,655.050   373,356.980   MT  0.99979741   -0 58 45.3
 LS0559
 LS0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0559!SPC NV W     -   0.99970819  x   0.99990061  =   0.99960883
 LS0559!UTM  11      -   0.99970819  x   0.99979741  =   0.99950566
 LS0559
 LS0559|---------------------------------------------------------------------|
 LS0559| PID    Reference Object                     Distance      Geod. Az  |
 LS0559|                                                           dddmmss.s |
 LS0559| DB8200 MAUDS RM 1                            8.971 METERS 01556     |
 LS0559| DB8199 MAUDS AZ MK                                        2105251.5 |
 LS0559| DB8201 MAUDS RM 2                            7.652 METERS 24823     |
 LS0559|---------------------------------------------------------------------|
 LS0559
 LS0559                          SUPERSEDED SURVEY CONTROL
 LS0559
 LS0559  NAD 83(1986)-  40 44 45.98196(N)    118 30 00.24012(W) AD(       ) 2
 LS0559  NAD 27      -  40 44 46.33360(N)    118 29 56.68350(W) AD(       ) 2
 LS0559  NGVD 29 (07/19/86) 1881.1    (m)         6172.     (f) VERT ANG       
 LS0559
 LS0559.Superseded values are not recommended for survey control.
 LS0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0559.See file dsdata.txt to determine how the superseded data were derived.
 LS0559
 LS0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF7335711655(NAD 83)
 LS0559_MARKER: DS = TRIANGULATION STATION DISK
 LS0559_SETTING: 66 = SET IN ROCK OUTCROP
 LS0559
 LS0559  HISTORY     - Date     Condition        Report By
 LS0559  HISTORY     - 1958     MONUMENTED       CGS
 LS0559
 LS0559                          STATION DESCRIPTION
 LS0559
 LS0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0559'THE STATION IS LOCATED AIRLINE ABOUT 19-1/2 MILES WEST-NORTHWEST
 LS0559'OF IMLAY, 5-1/2 MILES NORTH-NORTHWEST OF MAJUBA MOUNTAIN
 LS0559'AND 5 MILES EAST OF SCOSSA.  IT IS ON THE EASTERN ONE OF TWO
 LS0559'SUMMITS (ABOUT THE SAME ELEVATION) BELONGING TO THE ANTELOPE
 LS0559'RANGE.
 LS0559'
 LS0559'TO REACH THE STATION FROM THE POST OFFICE IN IMLAY GO NORTH
 LS0559'75 YARDS TO AN INTERSECTION.  TURN RIGHT AND GO EAST FOR 0.25
 LS0559'MILE TO U.S. HIGHWAYS NO. 40 AND 95, THENCE TURN RIGHT AND GO
 LS0559'SOUTHWEST 0.95 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 LS0559'AND GO 0.4 MILE ON A GRAVEL ROAD TO A FORKS, THENCE TAKE LEFT
 LS0559'FORK AND CONTINUE FOR 3.7 MILES TO A BRIDGE THAT CROSSES THE
 LS0559'HUMBOLDT RIVER.  CONTINUE WESTERLY ON THE MAIN ROAD FOR 8.1
 LS0559'MILES TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, WEST, FOR
 LS0559'2.15 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 LS0559'WESTERLY FOR 6.35 MILES TO A SADDLE.  TURN RIGHT AND GO
 LS0559'NORTH, CROSS COUNTRY, 0.15 MILE TO THE TOP OF THE RIDGE AND
 LS0559'THE AZIMUTH MARK NORTHEAST OF THIS RIDGE.  CONTINUE IN
 LS0559'A NORTHERLY DIRECTION FOR 0.4 MILE TO THE BASE OF THE STATION
 LS0559'HILL AND THE END OF TRUCK TRAVEL.  PACK NORTH TO THE
 LS0559'HIGHEST POINT AND THE STATION.  PACKING TIME ABOUT 10
 LS0559'MINUTES.
 LS0559'
 LS0559'THE STATION MARK IS A STANDARD DISK STAMPED MAUDS 1958 CEMENTED
 LS0559'IN A DRILL HOLE IN THE TOP OF OUTCROPPING BEDROCK THAT PROJECTS
 LS0559'2 INCHES ABOVE THE GROUND.  IT IS ABOUT 20 FEET SOUTH OF A
 LS0559'SMALL CAIRN.
 LS0559'
 LS0559'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED MAUDS NO 1
 LS0559'1958 CEMENTED IN A DRILL HOLE IN THE TOP OF OUTCROPPING
 LS0559'BEDROCK THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT
 LS0559'IS ABOUT 1 FOOT EAST OF A SMALL CAIRN AND ABOUT 1 FOOT LOWER
 LS0559'THAN THE STATION.
 LS0559'
 LS0559'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED MAUDS
 LS0559'NO 2 1958 CEMENTED IN A DRILL HOLE IN THE TOP OF OUTCROPPING
 LS0559'BEDROCK THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 LS0559'ABOUT 1 FOOT NORTHWEST OF A SMALL CAIRN AND ABOUT 5 FEET
 LS0559'LOWER THAN THE STATION.
 LS0559'
 LS0559'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MAUDS 1958 CEMENTED
 LS0559'IN A DRILL HOLE IN THE TOP OF OUTCROPPING BEDROCK THAT PROJECTS
 LS0559'ABOUT 2-1/2 FEET ABOVE THE GROUND.  IT IS 58-1/2 FEET NORTHEAST
 LS0559'OF THE HIGHEST POINT OF A NORTH-SOUTH RIDGE AND ABOUT 0.1
 LS0559'MILE NORTH OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0702 ***********************************************************************
 LQ0702  DESIGNATION -  MAVRICK
 LQ0702  PID         -  LQ0702
 LQ0702  STATE/COUNTY-  NV/ELKO
 LQ0702  USGS QUAD   -  RUBY LAKE NE (1980)
 LQ0702
 LQ0702                         *CURRENT SURVEY CONTROL
 LQ0702  ___________________________________________________________________
 LQ0702* NAD 83(1994)-  40 10 06.57287(N)    115 20 43.63299(W)     ADJUSTED  
 LQ0702* NAVD 88     -      2511.0    (meters)    8238.     (feet)  VERTCON   
 LQ0702  ___________________________________________________________________
 LQ0702  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 LQ0702  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 LQ0702
 LQ0702  HORZ ORDER  -  FIRST
 LQ0702
 LQ0702.The horizontal coordinates were established by classical geodetic methods
 LQ0702.and adjusted by the National Geodetic Survey in June 1998..
 LQ0702
 LQ0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0702
 LQ0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0702
 LQ0702.The geoid height was determined by GEOID03.
 LQ0702
 LQ0702;                    North         East     Units Scale Factor Converg.
 LQ0702;SPC NV E     - 8,601,346.465   220,261.435   MT  0.99990505   +0 09 12.4
 LQ0702;SPC NV E     -28,219,584.19    722,641.06   sFT  0.99990505   +0 09 12.4
 LQ0702;UTM  11      - 4,447,770.854   640,887.172   MT  0.99984435   +1 04 02.7
 LQ0702
 LQ0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0702!SPC NV E     -   0.99960925  x   0.99990505  =   0.99951434
 LQ0702!UTM  11      -   0.99960925  x   0.99984435  =   0.99945366
 LQ0702
 LQ0702|---------------------------------------------------------------------|
 LQ0702| PID    Reference Object                     Distance      Geod. Az  |
 LQ0702|                                                           dddmmss.s |
 LQ0702| DD6246 MAVRICK RM 1                          7.427 METERS 05104     |
 LQ0702| DD6245 MAVRICK AZ MK                                      1232832.2 |
 LQ0702| DD6247 MAVRICK RM 2                         14.311 METERS 16805     |
 LQ0702|---------------------------------------------------------------------|
 LQ0702
 LQ0702                          SUPERSEDED SURVEY CONTROL
 LQ0702
 LQ0702  NAD 83(1994)-  40 10 06.57083(N)    115 20 43.62896(W) AD(       ) 1
 LQ0702  NAD 83(1986)-  40 10 06.57038(N)    115 20 43.62879(W) AD(       ) 1
 LQ0702  NAD 27      -  40 10 06.82007(N)    115 20 40.47917(W) AD(       ) 1
 LQ0702  NGVD 29 (03/11/99) 2509.7    (m)         8234.     (f) VERT ANG       
 LQ0702
 LQ0702.Superseded values are not recommended for survey control.
 LQ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0702.See file dsdata.txt to determine how the superseded data were derived.
 LQ0702
 LQ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE4088747771(NAD 83)
 LQ0702_MARKER: DS = TRIANGULATION STATION DISK
 LQ0702_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LQ0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0702
 LQ0702  HISTORY     - Date     Condition        Report By
 LQ0702  HISTORY     - 1965     MONUMENTED       CGS
 LQ0702  HISTORY     - 1966     GOOD             USGS
 LQ0702
 LQ0702                          STATION DESCRIPTION
 LQ0702
 LQ0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0702'STATION IS LOCATED ABOUT 32-1/2 MILES WEST-SOUTHWEST OF CURRIE,
 LQ0702'ABOUT 8 MILES EAST OF RUBY LAKE NATIONAL WILDLIFE REFUGE
 LQ0702'HEADQUARTERS, ABOUT 3 MILES NORTH OF ELKO-WHITE PINE COUNTY
 LQ0702'LINE AND ON THE WEST AND BARE ONE OF THREE KNOLLS ON THE NORTH
 LQ0702'END OF THE MAVERICK SPRINGS RANGE.
 LQ0702'
 LQ0702'TO REACH FROM THE ROCK HOUSE IN RUBY VALLEY, GO SOUTH ON
 LQ0702'GRAVELED ROAD 8.15 MILES TO A SIDE ROAD LEFT, TURN LEFT CROSSING
 LQ0702'CATTLE GUARD AND GO EASTERLY ON GRAVELED ROAD 2.35 MILES TO
 LQ0702'CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE EASTERLY 1.2
 LQ0702'MILES TO A FORK, KEEP RIGHT FORK OFF THE MAIN ROAD AND GO
 LQ0702'SOUTHEAST 0.1 MILE TO A FORK, KEEP RIGHT FORK AND GO SOUTH FOR
 LQ0702'1.15 MILES TO A FORK, TAKE THE LEFT FORK AND GO SOUTHEASTERLY ON
 LQ0702'MAIN ROAD FOR 1.4 MILES TO A WIRE GATE.  PASS THROUGH GATE AND
 LQ0702'CONTINUE SOUTHEASTERLY ON MAIN ROAD FOR 0.75 MILE TO
 LQ0702'A FORK, KEEP LEFT FORK FOLLOWING MAIN TRAVELED ROAD FOR
 LQ0702'4.35 MILES TO A FORK, KEEP LEFT FORK AND GO 0.6 MILE TO
 LQ0702'A FORK, KEEP LEFT FORK FOLLOW MAIN TRACK ROAD FOR 1.75
 LQ0702'MILES TO A WINDMILL ON RIGHT AND CORRAL ON LEFT, CONTINUE
 LQ0702'AHEAD ON TRACK ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT,
 LQ0702'KEEP STRAIGHT AHEAD OR RIGHT FORK AND CONTINUE 1.05 MILES TO A
 LQ0702'FORK, KEEP RIGHT FORK AND GO WESTERLY FOR 0.45 MILE TO A
 LQ0702'DIM FORK, THE LEFT FORK LEADS DOWN OFF RIDGE.  TAKE RIGHT
 LQ0702'FORK AND FOLLOW DIM TRACK ROAD WESTERLY UP RIDGE FOR 0.65
 LQ0702'MILE TO WHERE TRACK ROAD ENTERS A SCRUB PINE THICKET AND ROAD
 LQ0702'IS HARD TO FOLLOW, KEEP TO LEFT PICKING WAY UP RIDGE ON DIM
 LQ0702'TRACK ROAD FOLLOWING IN A WESTERLY DIRECTION FOR 0.45 MILE
 LQ0702'TO THE TOP OF RIDGE AND AZIMUTH MARK AS DESCRIBED.  CONTINUE
 LQ0702'NORTHWESTERLY ALONG RIDGE FOR 0.35 MILE TO THE MOST
 LQ0702'NORTHWEST ONE OF 3 SMALL KNOLLS AND STATION AS DESCRIBED.
 LQ0702'
 LQ0702'STATION MARK, A STANDARD DISK BRAZED TO THE TOP OF A 2 INCH
 LQ0702'CAST IRON SOIL PIPE IS STAMPED MAVRICK 1965.  THE PIPE MARK
 LQ0702'PROJECTS ABOVE THE GROUND ABOUT 15 INCHES AND IS ON HIGHEST
 LQ0702'POINT OF HILL.
 LQ0702'
 LQ0702'REFERENCE MARK 1, IS A STANDARD REFERENCE DISK BRAZED TO THE
 LQ0702'TOP OF A 2 INCH CAST IRON SOIL PIPE IS STAMPED MAVRICK NO 1
 LQ0702'1965.  THE PIPE MARK PROJECTS ABOUT 6 INCHES ABOVE THE GROUND,
 LQ0702'ON THE NORTHEAST SLOPE OF HILL AND IS ABOUT 4 FEET LOWER IN
 LQ0702'ELEVATION THAN THE STATION.
 LQ0702'
 LQ0702'REFERENCE MARK 2, IS A STANDARD REFERENCE DISK STAMPED MAVRICK
 LQ0702'NO 2 1965, IS BRAZED TO THE TOP OF A 2 INCH CAST IRON PIPE
 LQ0702'WHICH PROJECTS ABOVE THE GROUND ABOUT 4 INCHES.  THE MARK IS
 LQ0702'ON THE SOUTH-SOUTHEAST SLOPE OF HILL AND IS ABOUT 8 FEET LOWER
 LQ0702'IN ELEVATION THAN STATION.
 LQ0702'
 LQ0702'AZIMUTH MARK, A STANDARD DISK STAMPED MAVRICK 1965, IS SET IN
 LQ0702'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 10
 LQ0702'INCHES ON WEST SIDE AND FLUSH ON EAST SIDE.  THE MARK IS 21
 LQ0702'FEET SOUTHEAST OF WITNESS SIGN AND 17 FEET NORTH OF HIGHEST
 LQ0702'POINT OF KNOLL.
 LQ0702'
 LQ0702'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LQ0702
 LQ0702                          STATION RECOVERY (1966)
 LQ0702
 LQ0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LQ0702'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-2 STATION 1010.
 LQ0702'STATION MARK--STANDARD DISC STAMPED---MAVRICK 1965---BRAZED TO THE TOP
 LQ0702'OF A 2 INCH CAST IRON SOIL PIPE WHICH PROJECTS ABOUT 15 INCHES ABOVE
 LQ0702'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1648 ***********************************************************************
 KR1648  DESIGNATION -  MCCLELLAN
 KR1648  PID         -  KR1648
 KR1648  STATE/COUNTY-  NV/STOREY
 KR1648  USGS QUAD   -  VIRGINIA CITY (1994)
 KR1648
 KR1648                         *CURRENT SURVEY CONTROL
 KR1648  ___________________________________________________________________
 KR1648* NAD 83(1994)-  39 15 27.56484(N)    119 42 39.76078(W)     ADJUSTED  
 KR1648* NAVD 88     -      2273.9    (meters)    7460.     (feet)  VERTCON   
 KR1648  ___________________________________________________________________
 KR1648  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 KR1648  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 KR1648
 KR1648  HORZ ORDER  -  FIRST
 KR1648
 KR1648.The horizontal coordinates were established by classical geodetic methods
 KR1648.and adjusted by the National Geodetic Survey in June 1998..
 KR1648
 KR1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1648
 KR1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1648
 KR1648.The geoid height was determined by GEOID03.
 KR1648
 KR1648;                    North         East     Units Scale Factor Converg.
 KR1648;SPC NV W     - 4,500,806.314   702,674.182   MT  1.00001659   -0 42 49.3
 KR1648;SPC NV W     -14,766,395.38  2,305,356.88   sFT  1.00001659   -0 42 49.3
 KR1648;UTM  11      - 4,348,873.160   266,082.111   MT  1.00027378   -1 42 58.9
 KR1648
 KR1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1648!SPC NV W     -   0.99964717  x   1.00001659  =   0.99966375
 KR1648!UTM  11      -   0.99964717  x   1.00027378  =   0.99992085
 KR1648
 KR1648|---------------------------------------------------------------------|
 KR1648| PID    Reference Object                     Distance      Geod. Az  |
 KR1648|                                                           dddmmss.s |
 KR1648| KR1654 MCCLELLAN PK LOOKOUT HSE ROD         12.800 METERS 01517     |
 KR1648| DB8203 MCCLELLAN RM 1                        4.208 METERS 01637     |
 KR1648| DB8204 MCCLELLAN RM 2                        3.445 METERS 21253     |
 KR1648| DB8202 MCCLELLAN AZ MK                                    3521613.9 |
 KR1648|---------------------------------------------------------------------|
 KR1648
 KR1648                          SUPERSEDED SURVEY CONTROL
 KR1648
 KR1648  NAD 83(1992)-  39 15 27.56944(N)    119 42 39.75462(W) AD(       ) 1
 KR1648  NAD 83(1986)-  39 15 27.56374(N)    119 42 39.73784(W) AD(       ) 1
 KR1648  NAD 27      -  39 15 27.88000(N)    119 42 36.08800(W) AD(       ) 1
 KR1648  NGVD 29 (07/19/86) 2272.7    (m)         7456.     (f) VERT ANG       
 KR1648
 KR1648.Superseded values are not recommended for survey control.
 KR1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1648.See file dsdata.txt to determine how the superseded data were derived.
 KR1648
 KR1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6608248873(NAD 83)
 KR1648_MARKER: DS = TRIANGULATION STATION DISK
 KR1648_SETTING: 66 = SET IN ROCK OUTCROP
 KR1648
 KR1648  HISTORY     - Date     Condition        Report By
 KR1648  HISTORY     - 1951     MONUMENTED       CGS
 KR1648  HISTORY     - 1968     GOOD             USGS
 KR1648  HISTORY     - 1970     SEE DESCRIPTION  USAF
 KR1648
 KR1648                          STATION DESCRIPTION
 KR1648
 KR1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1648'THE STATION IS LOCATED ABOUT 7 MILES AIR LINE NORTH-NORTHEAST
 KR1648'OF CARSON CITY, 5-1/2 MILES AIR LINE SOUTHWEST OF VIRGINIA CITY,
 KR1648'AND ON THE HIGHEST POINT OF WHAT IS LOCALLY KNOWN AS MC CLELLAN
 KR1648'PEAK.  THE MARK IS A STANDARD STATION MARK DISK SET IN A DRILL
 KR1648'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 10 FEET ABOVE THE
 KR1648'GROUND.  THE MARK IS STAMPED MC CLELLAN 1951.
 KR1648'
 KR1648'REFERENCE MARK NUMBER 1 IS ABOUT 18 INCHES LOWER THAN THE
 KR1648'STATION.  IT IS A STANDARD REFERENCE MARK DISK SET IN A DRILL
 KR1648'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 5 FEET ABOVE THE
 KR1648'GROUND.  THE MARK IS STAMPED MC CLELLAN NO 1 1951.
 KR1648'
 KR1648'REFERENCE MARK NUMBER 2 IS ABOUT 1 FOOT LOWER THAN THE STATION.
 KR1648'IT IS A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 KR1648'OUTCROPPING BEDROCK WHICH PROJECTS 8 FEET ABOVE THE GROUND.  THE
 KR1648'MARK IS STAMPED MC CLELLAN NO 2 1951.
 KR1648'
 KR1648'THE AZIMUTH MARK IS LOCATED ON THE RIDGE WHICH EXTENDS NORTH
 KR1648'FROM THE STATION SITE.  IT IS ABOUT 200 FEET NORTH OF A ROAD
 KR1648'AND 5 FEET WEST OF A WHITE WITNESS POST.  IT IS A STANDARD
 KR1648'AZIMUTH MARK DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KR1648'WHICH PROJECTS 3 FEET ABOVE THE GROUND.  THE MARK IS STAMPED
 KR1648'MC CLELLAN 1951.
 KR1648'
 KR1648'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND U.S. HIGHWAY
 KR1648'395 IN CARSON CITY, GO NORTH ON U.S. HIGHWAY 395 FOR 3.85
 KR1648'MILES TO A ROAD RIGHT AND A GATE.  TURN RIGHT, PASS THROUGH
 KR1648'THE GATE, AND PROCEED UP THE HILL ON THE TRACK ROAD FOR 3.5
 KR1648'MILES TO A REVERSE Y.  CONTINUE STRAIGHT AHEAD FOR 0.7 MILE
 KR1648'TO A FORK.  TAKE THE RIGHT FORK AND GO 2.3 MILES TO A FORK.
 KR1648'TAKE THE RIGHT FORK AND GO 0.95 MILE TO THE AZIMUTH MARK ON
 KR1648'THE LEFT.  CONTINUE ON THE ROAD FOR 0.15 MILE TO A
 KR1648'T-INTERSECTION.  TURN RIGHT AND GO 0.3 MILE TO THE END OF THE ROAD
 KR1648'AND THE STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
 KR1648
 KR1648                          STATION RECOVERY (1968)
 KR1648
 KR1648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR1648'TO REACH FROM CAPITOL BUILDING IN CARSON CITY, PROCEED N ON HIGHWAY
 KR1648'395 2.7 MI. TO RD ON RIGHT, TURN RIGHT AND GO 1.6 MI. TO RD ON LEFT AT
 KR1648'CURVE, TURN LEFT AND PROCEED ON MAIN-TRAVELED RD 7.5 MI. TO FORK AND
 KR1648'MC CLELLAN LOOKOUT TO LEFT.  LOOKOUT AND STATION 0.1 MI. TO W.
 KR1648'STATION MARK--STANDARD DISC STAMPED---MCCLELLAN 1951---SET IN DRILL
 KR1648'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 10 FT. ABOVE GROUND.
 KR1648
 KR1648                          STATION RECOVERY (1970)
 KR1648
 KR1648'RECOVERY NOTE BY US AIR FORCE 1970 (TGO)
 KR1648'RECOVERED AS MAPPED ON VIRGINIA CITY SW 7-1/2 (USGS) QUAD.
 KR1648'APPROX. 5.6 MI. N OF NEW EMPIRE, NEVADA ON TOP OF A RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1654 ***********************************************************************
 KR1654  DESIGNATION -  MCCLELLAN PK LOOKOUT HSE ROD
 KR1654  PID         -  KR1654
 KR1654  STATE/COUNTY-  NV/STOREY
 KR1654  USGS QUAD   -  VIRGINIA CITY (1994)
 KR1654
 KR1654                         *CURRENT SURVEY CONTROL
 KR1654  ___________________________________________________________________
 KR1654* NAD 83(1994)-  39 15 27.96524(N)    119 42 39.62011(W)     ADJUSTED  
 KR1654* NAVD 88     -      2274.     (meters)    7461.     (feet)  SCALED    
 KR1654  ___________________________________________________________________
 KR1654  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 KR1654  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 KR1654
 KR1654  HORZ ORDER  -  THIRD
 KR1654
 KR1654.The horizontal coordinates were established by classical geodetic methods
 KR1654.and adjusted by the National Geodetic Survey in June 1998..
 KR1654
 KR1654.The orthometric height was scaled from a topographic map.
 KR1654
 KR1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1654
 KR1654.The geoid height was determined by GEOID03.
 KR1654
 KR1654;                    North         East     Units Scale Factor Converg.
 KR1654;SPC NV W     - 4,500,818.619   702,677.708   MT  1.00001659   -0 42 49.2
 KR1654;SPC NV W     -14,766,435.75  2,305,368.45   sFT  1.00001659   -0 42 49.2
 KR1654;UTM  11      - 4,348,885.404   266,085.853   MT  1.00027375   -1 42 58.8
 KR1654
 KR1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1654!SPC NV W     -   0.99964712  x   1.00001659  =   0.99966371
 KR1654!UTM  11      -   0.99964712  x   1.00027375  =   0.99992078
 KR1654
 KR1654                          SUPERSEDED SURVEY CONTROL
 KR1654
 KR1654  NAD 83(1992)-  39 15 27.96983(N)    119 42 39.61396(W) AD(       ) 4
 KR1654  NAD 83(1986)-  39 15 27.96413(N)    119 42 39.59718(W) AD(       ) 4
 KR1654  NAD 27      -  39 15 28.28000(N)    119 42 35.94700(W) AD(       ) 3
 KR1654
 KR1654.Superseded values are not recommended for survey control.
 KR1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1654.See file dsdata.txt to determine how the superseded data were derived.
 KR1654
 KR1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6608648885(NAD 83)
 KR1654
 KR1654  HISTORY     - Date     Condition        Report By
 KR1654  HISTORY     - 1951     MONUMENTED       CGS
 KR1654
 KR1654                          STATION DESCRIPTION
 KR1654
 KR1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1654'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF CARSON
 KR1654'CITY, 5.5 MILES SOUTHWEST OF VIRGINIA CITY, AND ON WHAT IS
 KR1654'LOCALLY KNOWN AS MC CLELLAN PEAK.  IT IS A ONE STORY BUILDING
 KR1654'ABOUT 14 FEET SQUARE AND 12 FEET HIGH.  IT IS THE PROPERTY
 KR1654'OF THE FOREST SERVICE.  THE LIGHTNING ROD ON THE TOP AND CENTER
 KR1654'OF THE BUILDING WAS THE POINT INTERSECTED.  THE CENTER OF THE
 KR1654'BUILDING IS 42.0 FEET OR 12.8 METERS NORTH-NORTHEAST OF
 KR1654'TRIANGULATION STATION MC CLELLAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1399 ***********************************************************************
 FS1399  DESIGNATION -  MCCOLLOUGH
 FS1399  PID         -  FS1399
 FS1399  STATE/COUNTY-  NV/CLARK
 FS1399  USGS QUAD   -  MC CULLOUGH MOUNTAIN (1989)
 FS1399
 FS1399                         *CURRENT SURVEY CONTROL
 FS1399  ___________________________________________________________________
 FS1399* NAD 83(1994)-  35 36 10.59030(N)    115 10 47.71735(W)     ADJUSTED  
 FS1399* NAVD 88     -      2142.5    (meters)    7029.     (feet)  VERTCON   
 FS1399  ___________________________________________________________________
 FS1399  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 FS1399  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FS1399
 FS1399  HORZ ORDER  -  THIRD
 FS1399
 FS1399.The horizontal coordinates were established by classical geodetic methods
 FS1399.and adjusted by the National Geodetic Survey in June 1998..
 FS1399
 FS1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1399
 FS1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1399
 FS1399.The geoid height was determined by GEOID03.
 FS1399
 FS1399;                    North         East     Units Scale Factor Converg.
 FS1399;SPC NV E     - 8,094,694.061   236,550.997   MT  0.99991646   +0 14 05.5
 FS1399;SPC NV E     -26,557,342.10    776,084.40   sFT  0.99991646   +0 14 05.5
 FS1399;UTM  11      - 3,941,435.109   664,866.703   MT  0.99993496   +1 03 35.4
 FS1399
 FS1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1399!SPC NV E     -   0.99966828  x   0.99991646  =   0.99958477
 FS1399!UTM  11      -   0.99966828  x   0.99993496  =   0.99960326
 FS1399
 FS1399|---------------------------------------------------------------------|
 FS1399| PID    Reference Object                     Distance      Geod. Az  |
 FS1399|                                                           dddmmss.s |
 FS1399| CS5982 MCCOLLOUGH RM 1                       2.469 METERS 10218     |
 FS1399| CS5983 MCCOLLOUGH RM 2                       1.661 METERS 29226     |
 FS1399|---------------------------------------------------------------------|
 FS1399
 FS1399                          SUPERSEDED SURVEY CONTROL
 FS1399
 FS1399  NAD 83(1992)-  35 36 10.58436(N)    115 10 47.70999(W) AD(1991.35) 3
 FS1399  NAD 83(1992)-  35 36 10.58843(N)    115 10 47.70831(W) AD(       ) 3
 FS1399  NAD 83(1992)-  35 36 10.58514(N)    115 10 47.71746(W) AD(       ) 3
 FS1399  NAD 83(1986)-  35 36 10.59329(N)    115 10 47.71091(W) AD(       ) 3
 FS1399  NGVD 29 (05/21/91) 2141.5    (m)         7026.     (f) VERT ANG       
 FS1399
 FS1399.Superseded values are not recommended for survey control.
 FS1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1399.See file dsdata.txt to determine how the superseded data were derived.
 FS1399
 FS1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6486741435(NAD 83)
 FS1399_MARKER: DS = TRIANGULATION STATION DISK
 FS1399_SETTING: 80 = SET IN A BOULDER
 FS1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1399+STABILITY: SURFACE MOTION
 FS1399
 FS1399  HISTORY     - Date     Condition        Report By
 FS1399  HISTORY     - 1909     MONUMENTED       USGS
 FS1399  HISTORY     - 1955     GOOD             USGS
 FS1399  HISTORY     - 1958     GOOD             USGS
 FS1399
 FS1399                          STATION DESCRIPTION
 FS1399
 FS1399'DESCRIBED BY US GEOLOGICAL SURVEY 1909
 FS1399'SEE 1955 RECOVERY FOR DESCRIPTION.
 FS1399'
 FS1399'STATION MARK--STANDARD TABLET, UNSTAMPED, IN ROCK.
 FS1399
 FS1399                          STATION RECOVERY (1955)
 FS1399
 FS1399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FS1399'RECOVERED AS DESCRIBED BY USGS.
 FS1399'
 FS1399'LOCATED ABOUT 14.5 MI SE. OF JEAN, 11 MI NE. OF NIPTON, CA, 1.5
 FS1399'MI S. OF SHARP ROCKY PEAK OF ABOUT SAME ELEVATION.  ON HIGHEST OF
 FS1399'SEVERAL PEAKS OF MCCULLOUGH RANGE.
 FS1399'
 FS1399'TO REACH FROM RD. JCT. IN JEAN, DRIVE 4 MI N. ALONG U.S. HWY. 91
 FS1399'TO GRAVEL RD. SE.  TURN RIGHT 5.2 MI.  BEAR LEFT WHERE MAIN RD.
 FS1399'TURNS INTO GRAVEL PIT AREA AND FOLLOW DIRT RD. 5.6 MI (CROSSING
 FS1399'POWER LINE RDS. AT 3 MI, 3.9 MI, AND 4.5 MI) TO CABIN AND CORRAL
 FS1399'AT MCCLANAHAN SPRING.  PASS THROUGH CORRAL UP CANYON ON DIM TRACK
 FS1399'RD. 0.9 MI TO RD. FORKS.  KEEP RIGHT 2.5 MI TO SUMMIT.  PACK E. UP
 FS1399'SPUR RIDGE TO MAIN RIDGE AND FOLLOW DIVIDE OF MCCULLOUGH RANGE
 FS1399'ABOUT 4 MI S. TO HIGHEST PEAK AND STATION.  AFTER CLIMBING TO
 FS1399'WOODED AREA, KEEP E. OF SHARP ROCKY PEAK AND GO SOUTHEASTERLY TO
 FS1399'PEAK WHICH IS CLEAR ON TOP EXCEPT FOR LONE DEAD JUNIPER.  ABOUT A
 FS1399'3-HOUR PACK.
 FS1399'
 FS1399'STATION MARK--EXISTING VABM TABLET STAMPED---VA 6996---.
 FS1399'
 FS1399'RM 1--COPPER NAIL AND WASHER DRIVEN IN SEAM IN EMBEDDED BOULDER.
 FS1399'
 FS1399'RM 2--COPPER NAIL AND WASHER IN EAST SIDE OF JUNIPER TREE.
 FS1399
 FS1399                          STATION RECOVERY (1958)
 FS1399
 FS1399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FS1399'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 FS1399'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9112 ***********************************************************************
 AH9112  DESIGNATION -  MCCOY
 AH9112  PID         -  AH9112
 AH9112  STATE/COUNTY-  NV/CHURCHILL
 AH9112  USGS QUAD   -  SHOSHONE MEADOWS SE (1990)
 AH9112
 AH9112                         *CURRENT SURVEY CONTROL
 AH9112  ___________________________________________________________________
 AH9112* NAD 83(1994)-  39 47 37.13573(N)    117 34 24.77800(W)     ADJUSTED  
 AH9112* NAVD 88     -      2162.2    (meters)    7094.     (feet)  VERTCON   
 AH9112  ___________________________________________________________________
 AH9112  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 AH9112  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 AH9112
 AH9112  HORZ ORDER  -  THIRD
 AH9112
 AH9112.The horizontal coordinates were established by classical geodetic methods
 AH9112.and adjusted by the National Geodetic Survey in February 1999..
 AH9112
 AH9112.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9112
 AH9112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9112
 AH9112.The geoid height was determined by GEOID03.
 AH9112
 AH9112;                    North         East     Units Scale Factor Converg.
 AH9112;SPC NV W     - 4,560,190.776   886,480.510   MT  0.99999205   +0 38 46.8
 AH9112;SPC NV W     -14,961,225.90  2,908,394.81   sFT  0.99999205   +0 38 46.8
 AH9112;UTM  11      - 4,405,011.972   450,894.791   MT  0.99962969   -0 22 01.5
 AH9112
 AH9112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9112!SPC NV W     -   0.99966439  x   0.99999205  =   0.99965644
 AH9112!UTM  11      -   0.99966439  x   0.99962969  =   0.99929420
 AH9112
 AH9112                          SUPERSEDED SURVEY CONTROL
 AH9112
 AH9112  NGVD 29 (02/26/99) 2161.0    (m)         7090.     (f) VERT ANG       
 AH9112
 AH9112.Superseded values are not recommended for survey control.
 AH9112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9112.See file dsdata.txt to determine how the superseded data were derived.
 AH9112
 AH9112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME5089505012(NAD 83)
 AH9112_MARKER: DS = TRIANGULATION STATION DISK
 AH9112_SETTING: 66 = SET IN ROCK OUTCROP
 AH9112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9112+STABILITY: POSITION/ELEVATION WELL
 AH9112
 AH9112  HISTORY     - Date     Condition        Report By
 AH9112  HISTORY     - 1965     MONUMENTED       USGS
 AH9112
 AH9112                          STATION DESCRIPTION
 AH9112
 AH9112'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH9112'LOCATED ABOUT 19.5 MI. (AIRLINE) SE. OF BOYER RANCH, ABOUT 14.5 MI.
 AH9112'NNE. OF BUYERS RANCH, ABOUT 7.5 MI. SW. OF MC COY MINING CAMP, ON THE
 AH9112'HIGHEST POINT OF A TREE-COVERED LONE MOUNTAIN. STATION REACHED BY
 AH9112'HELICOPTER. STATION MARK--A STANDARD ALUMINUM TABLET STAMPED---MC COY
 AH9112'1965--- CEMENTED IN DRILL HOLE IN BURIED BOULDER. REFERENCE MARK NO.
 AH9112'1--STANDARD TABLET STAMPED---NO 1 1965--- CEMENTED IN DRILL HOLE IN
 AH9112'BURIED ROCK, 15.44 FT. FROM STATION MARK IN DIRECT 114 DEGREES 27
 AH9112'MINUTES. REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---NO 2 1965---
 AH9112'CEMENTED IN DRILL HOLE IN BURIED ROCK, 14.95 FT. FROM STATION MARK IN
 AH9112'DIRECT 208 DEGREES 01 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0879 ***********************************************************************
 MT0879  DESIGNATION -  MCDONALD
 MT0879  PID         -  MT0879
 MT0879  STATE/COUNTY-  NV/ELKO
 MT0879  USGS QUAD   -  BIG TABLE (1986)
 MT0879
 MT0879                         *CURRENT SURVEY CONTROL
 MT0879  ___________________________________________________________________
 MT0879* NAD 83(1994)-  41 54 44.06542(N)    115 44 59.24135(W)     ADJUSTED  
 MT0879* NAVD 88     -      2185.     (meters)    7169.     (feet)  SCALED    
 MT0879  ___________________________________________________________________
 MT0879  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 MT0879  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 MT0879
 MT0879  HORZ ORDER  -  THIRD
 MT0879
 MT0879.The horizontal coordinates were established by classical geodetic methods
 MT0879.and adjusted by the National Geodetic Survey in June 1998..
 MT0879
 MT0879.The orthometric height was scaled from a topographic map.
 MT0879
 MT0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0879
 MT0879.The geoid height was determined by GEOID03.
 MT0879
 MT0879;                    North         East     Units Scale Factor Converg.
 MT0879;SPC NV E     - 8,794,964.773   186,191.445   MT  0.99990235   -0 06 40.3
 MT0879;SPC NV E     -28,854,813.59    610,863.10   sFT  0.99990235   -0 06 40.3
 MT0879;UTM  11      - 4,640,788.141   603,682.525   MT  0.99973228   +0 50 06.7
 MT0879
 MT0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0879!SPC NV E     -   0.99965992  x   0.99990235  =   0.99956230
 MT0879!UTM  11      -   0.99965992  x   0.99973228  =   0.99939229
 MT0879
 MT0879|---------------------------------------------------------------------|
 MT0879| PID    Reference Object                     Distance      Geod. Az  |
 MT0879|                                                           dddmmss.s |
 MT0879| CS8471 MCDONALD RM 1                         4.471 METERS 18901     |
 MT0879| CS8472 MCDONALD RM 2                         6.492 METERS 27258     |
 MT0879|---------------------------------------------------------------------|
 MT0879
 MT0879                          SUPERSEDED SURVEY CONTROL
 MT0879
 MT0879  NAD 83(1992)-  41 54 44.06406(N)    115 44 59.24126(W) AD(       ) 3
 MT0879
 MT0879.Superseded values are not recommended for survey control.
 MT0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0879.See file dsdata.txt to determine how the superseded data were derived.
 MT0879
 MT0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG0368340788(NAD 83)
 MT0879_MARKER: DS = TRIANGULATION STATION DISK
 MT0879_SETTING: 66 = SET IN ROCK OUTCROP
 MT0879_SP_SET: SET IN BEDROCK
 MT0879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0879+STABILITY: POSITION/ELEVATION WELL
 MT0879
 MT0879  HISTORY     - Date     Condition        Report By
 MT0879  HISTORY     - 1935     MONUMENTED       USGS
 MT0879  HISTORY     - 1936     GOOD             USGS
 MT0879
 MT0879                          STATION DESCRIPTION
 MT0879
 MT0879'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 MT0879'LOCATED 17 MI NNW. OF GOLD CREEK RANGER STATION, ABOUT 2 MI NE.
 MT0879'OF MCDONALD MINE.  ON HIGHEST PART OF HIGH SHARP PEAK BARE ON WEST
 MT0879'SLOPE AND BRUSHY ON EAST SLOPE.  PEAK IS ABOUT 1 MI E. OF
 MT0879'MCDONALD MINE RD.
 MT0879'
 MT0879'TO REACH FROM GOLD CREEK RANGER STATION, DRIVE 0.25 MI W. TO
 MT0879'NORTH FORK-JARBIDGE RD.  THEN RIGHT 4.1 MI N. TO USFS BOUNDARY
 MT0879'GATE.  THEN LEFT 2.4 MI W. TO MCDONALD MINE RD.  THEN RIGHT 8.4 MI
 MT0879'N. TO T-RD. E.  THEN RIGHT 0.75 MI E. TO END OF TRUCK TRAVEL.
 MT0879'HIKE NE. UP MOUNTAIN ABOUT 0.75 MI TO TOP AND STATION.
 MT0879'
 MT0879'STATION MARK--STANDARD TABLET STAMPED---MCDONALD RS 1935---,
 MT0879'CEMENTED IN SOLID ROCK.
 MT0879'
 MT0879'RM 1--STANDARD RM TABLET STAMPED---NO 1 MCDONALD 1935---, CEMENTED
 MT0879'IN SOLID ROCK.
 MT0879'
 MT0879'RM 2--1-INCH DRILL HOLE 4 INCHES DEEP IN BOULDER IN PLACE.
 MT0879
 MT0879                          STATION RECOVERY (1936)
 MT0879
 MT0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 MT0879'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0399 ***********************************************************************
 JP0399  DESIGNATION -  MCGEARY
 JP0399  PID         -  JP0399
 JP0399  STATE/COUNTY-  NV/NYE
 JP0399  USGS QUAD   -  DUCKWATER (1990)
 JP0399
 JP0399                         *CURRENT SURVEY CONTROL
 JP0399  ___________________________________________________________________
 JP0399* NAD 83(1994)-  38 56 24.91607(N)    115 39 36.98958(W)     ADJUSTED  
 JP0399* NAVD 88     -      2023.2    (meters)    6638.     (feet)  VERTCON   
 JP0399  ___________________________________________________________________
 JP0399  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 JP0399  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 JP0399
 JP0399  HORZ ORDER  -  FIRST
 JP0399
 JP0399.The horizontal coordinates were established by classical geodetic methods
 JP0399.and adjusted by the National Geodetic Survey in June 1998..
 JP0399
 JP0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0399
 JP0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0399
 JP0399.The geoid height was determined by GEOID03.
 JP0399
 JP0399;                    North         East     Units Scale Factor Converg.
 JP0399;SPC NV C     - 6,465,448.118   587,245.598   MT  0.99999370   +0 37 57.2
 JP0399;SPC NV C     -21,212,057.70  1,926,654.93   sFT  0.99999370   +0 37 57.2
 JP0399;SPC NV E     - 8,464,969.323   193,329.895   MT  0.99990055   -0 02 54.1
 JP0399;SPC NV E     -27,772,153.52    634,283.16   sFT  0.99990055   -0 02 54.1
 JP0399;UTM  11      - 4,310,999.857   616,108.892   MT  0.99976600   +0 50 31.6
 JP0399
 JP0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0399!SPC NV C     -   0.99968612  x   0.99999370  =   0.99967982
 JP0399!SPC NV E     -   0.99968612  x   0.99990055  =   0.99958670
 JP0399!UTM  11      -   0.99968612  x   0.99976600  =   0.99945219
 JP0399
 JP0399|---------------------------------------------------------------------|
 JP0399| PID    Reference Object                     Distance      Geod. Az  |
 JP0399|                                                           dddmmss.s |
 JP0399| DD6248 MCGEARY RM 1                          4.054 METERS 08420     |
 JP0399| DD5395 MCGEARY RM 2                          9.962 METERS 19132     |
 JP0399| KP0416 BULL FORK                           APPROX.17.5 KM 3273843.6 |
 JP0399|---------------------------------------------------------------------|
 JP0399
 JP0399                          SUPERSEDED SURVEY CONTROL
 JP0399
 JP0399  NAD 83(1986)-  38 56 24.91176(N)    115 39 36.98912(W) AD(       ) 1
 JP0399  NAD 27      -  38 56 25.15300(N)    115 39 33.85100(W) AD(       ) 1
 JP0399  NGVD 29 (07/19/86) 2022.0    (m)         6634.     (f) VERT ANG       
 JP0399
 JP0399.Superseded values are not recommended for survey control.
 JP0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0399.See file dsdata.txt to determine how the superseded data were derived.
 JP0399
 JP0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD1610911000(NAD 83)
 JP0399_MARKER: DS = TRIANGULATION STATION DISK
 JP0399_SETTING: 66 = SET IN ROCK OUTCROP
 JP0399
 JP0399  HISTORY     - Date     Condition        Report By
 JP0399  HISTORY     - 1939     MONUMENTED       CGS
 JP0399  HISTORY     - 1967     GOOD             USGS
 JP0399
 JP0399                          STATION DESCRIPTION
 JP0399
 JP0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0399'STATION MC GEARY IS 3.0 MILES, AIRLINE, N OF DUCKWATER POST
 JP0399'OFFICE, 0.75 MILE E OF THE DUCKWATER-EUREKA ROAD (STATE HIGHWAY
 JP0399'20), AND ABOUT 16.0 MILES NNW OF CURRANT WHICH IS ON U.S.
 JP0399'HIGHWAY 6.  IT IS ON THE SUMMIT OF A FLAT-TOP PEAK WHICH HAS
 JP0399'VERTICAL BLACK STREAKS ON ITS SIDES, AND WHICH IS THE HIGHEST
 JP0399'PEAK IN THE IMMEDIATE VICINITY.
 JP0399'
 JP0399'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 JP0399'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 JP0399'
 JP0399'STATION IS SET FLUSH WITH THE GROUND AND IS STAMPED, MC GEARY
 JP0399'1939.  BAROMETRIC ELEVATION, 6,800 FEET.  ALL OBJECTS VISIBLE
 JP0399'FROM THE GROUND.
 JP0399'
 JP0399'REFERENCE MARK NO. 1 IS ABOUT 2 FEET BELOW STATION LEVEL,
 JP0399'STAMPED MC GEARY 1 1939.  REFERENCE MARK NO. 2 IS ABOUT 2 FEET
 JP0399'BELOW THE STATION, STAMPED MC GEARY 2 1939.
 JP0399'
 JP0399'MIDDLE 1939 USED FOR AZIMUTH MARK.
 JP0399'
 JP0399'TO REACH FROM DUCKWATER POST OFFICE GO N OF STATE HIGHWAY 20
 JP0399'(GRAVELED) FOR 2.3 MILES.  TAKE RIGHT FORK WHICH LEADS ONTO
 JP0399'THE OLD ROAD, GO 0.8 MILE.  TURN 90 DEGREES RIGHT ON A DIM
 JP0399'TRACK ROAD WHICH LEADS UP A VALLEY, GO 2.2 MILES.  TURN RIGHT
 JP0399'OFF THE ROAD 100 FEET BEFORE REACHING A LOW SADDLE AND DRIVE
 JP0399'UP THE RAVINE, GO 0.2 MILE TO END OF TRUCK TRAVEL.  CLIMB S
 JP0399'TO THE HEAD OF RAVINE AND CONTINUE ACROSS SADDLE TO SUMMIT.
 JP0399'A 30-MINUTE PACK.
 JP0399'
 JP0399'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 JP0399
 JP0399                          STATION RECOVERY (1967)
 JP0399
 JP0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (TES)
 JP0399'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0506 ***********************************************************************
 MV0506  DESIGNATION -  MCGEE
 MV0506  PID         -  MV0506
 MV0506  STATE/COUNTY-  NV/HUMBOLDT
 MV0506  USGS QUAD   -  MC GEE MOUNTAIN (1990)
 MV0506
 MV0506                         *CURRENT SURVEY CONTROL
 MV0506  ___________________________________________________________________
 MV0506* NAD 83(1994)-  41 47 21.48070(N)    118 55 51.51381(W)     ADJUSTED  
 MV0506* NAVD 88     -      2033.3    (meters)    6671.     (feet)  VERTCON   
 MV0506  ___________________________________________________________________
 MV0506  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 MV0506  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 MV0506
 MV0506  HORZ ORDER  -  THIRD
 MV0506
 MV0506.The horizontal coordinates were established by classical geodetic methods
 MV0506.and adjusted by the National Geodetic Survey in June 1998..
 MV0506
 MV0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0506
 MV0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0506
 MV0506.The geoid height was determined by GEOID03.
 MV0506
 MV0506;                    North         East     Units Scale Factor Converg.
 MV0506;SPC NV W     - 4,781,356.139   771,105.585   MT  0.99991027   -0 13 54.0
 MV0506;SPC NV W     -15,686,832.60  2,529,868.91   sFT  0.99991027   -0 13 54.0
 MV0506;UTM  11      - 4,628,184.996   339,551.237   MT  0.99991680   -1 17 13.4
 MV0506
 MV0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0506!SPC NV W     -   0.99968438  x   0.99991027  =   0.99959468
 MV0506!UTM  11      -   0.99968438  x   0.99991680  =   0.99960121
 MV0506
 MV0506:                Primary Azimuth Mark                     Grid Az
 MV0506:SPC NV W     -  BIG MTN                                  214 05 32.5
 MV0506:UTM  11      -  BIG MTN                                  215 08 51.9
 MV0506
 MV0506|---------------------------------------------------------------------|
 MV0506| PID    Reference Object                     Distance      Geod. Az  |
 MV0506|                                                           dddmmss.s |
 MV0506| MV0501 BIG MTN                             APPROX. 8.8 KM 2135138.5 |
 MV0506| CS5034 MCGEE RM 1                           11.086 METERS 22135     |
 MV0506| CS5035 MCGEE RM 2                           10.360 METERS 32438     |
 MV0506|---------------------------------------------------------------------|
 MV0506
 MV0506                          SUPERSEDED SURVEY CONTROL
 MV0506
 MV0506  NAD 83(1991)-  41 47 21.48266(N)    118 55 51.51702(W) AD(       ) 3
 MV0506  NAD 83(1986)-  41 47 21.48388(N)    118 55 51.51610(W) AD(       ) 3
 MV0506  NGVD 29 (11/16/90) 2032.1    (m)         6667.     (f) VERT ANG       
 MV0506
 MV0506.Superseded values are not recommended for survey control.
 MV0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0506.See file dsdata.txt to determine how the superseded data were derived.
 MV0506
 MV0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG3955128185(NAD 83)
 MV0506_MARKER: DS = TRIANGULATION STATION DISK
 MV0506_SETTING: 66 = SET IN ROCK OUTCROP
 MV0506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0506+STABILITY: POSITION/ELEVATION WELL
 MV0506
 MV0506  HISTORY     - Date     Condition        Report By
 MV0506  HISTORY     - 1964     MONUMENTED       USGS
 MV0506
 MV0506                          STATION DESCRIPTION
 MV0506
 MV0506'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MV0506'LOCATED ABOUT 21 MI. SW OF DENIO, 10 MI. NW OF THE ALDER CREEK RANCH,
 MV0506'7 MI. SE OF THE DUFURRENA RANCH, ON THE HIGHEST POINT ON THE S END OF
 MV0506'MC GEE MOUNTAIN. REACHED BY HELICOPTER. STATION MARK--STANDARD TABLET
 MV0506'STAMPED---MCGEE 1964--SET IN SOLID ROCK. REFERENCE MARK NO.
 MV0506'1--STANDARD TABLET SET IN SOLID ROCK, 36.37 FT.FROM STATION MARK IN
 MV0506'DIRECTI 8 DEGREE 05 MINUTE. REFERENCE MARK NO. 2--STANDARD TABLET SET
 MV0506'IN SOLID ROCK, 33.99 FT. FROM STATION MARK IN DIRECTI 111 DEGREE 07
 MV0506'MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0346 ***********************************************************************
 KP0346  DESIGNATION -  MCGILL
 KP0346  PID         -  KP0346
 KP0346  STATE/COUNTY-  NV/WHITE PINE
 KP0346  USGS QUAD   -  MC GILL (1993)
 KP0346
 KP0346                         *CURRENT SURVEY CONTROL
 KP0346  ___________________________________________________________________
 KP0346* NAD 83(1994)-  39 23 03.94695(N)    114 45 16.45835(W)     ADJUSTED  
 KP0346* NAVD 88     -      2606.2    (meters)    8551.     (feet)  VERTCON   
 KP0346  ___________________________________________________________________
 KP0346  LAPLACE CORR-           8.33  (seconds)                    DEFLEC99
 KP0346  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 KP0346
 KP0346  HORZ ORDER  -  SECOND
 KP0346
 KP0346.The horizontal coordinates were established by classical geodetic methods
 KP0346.and adjusted by the National Geodetic Survey in June 1998..
 KP0346
 KP0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0346
 KP0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0346
 KP0346.The geoid height was determined by GEOID03.
 KP0346
 KP0346;                    North         East     Units Scale Factor Converg.
 KP0346;SPC NV E     - 8,514,600.935   271,395.876   MT  0.99996274   +0 31 33.2
 KP0346;SPC NV E     -27,934,986.57    890,404.64   sFT  0.99996274   +0 31 33.2
 KP0346;UTM  11      - 4,361,843.746   693,388.789   MT  1.00006049   +1 25 30.8
 KP0346
 KP0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0346!SPC NV E     -   0.99959443  x   0.99996274  =   0.99955718
 KP0346!UTM  11      -   0.99959443  x   1.00006049  =   0.99965489
 KP0346
 KP0346|---------------------------------------------------------------------|
 KP0346| PID    Reference Object                     Distance      Geod. Az  |
 KP0346|                                                           dddmmss.s |
 KP0346| DD5396 MCGILL RM 1                           4.467 METERS 04307     |
 KP0346| KP0354 ELY RADIO STATION KELY MAST         APPROX.16.5 KM 2153541.9 |
 KP0346| KP0353 EAST ELY NEV NORTHERN RR TANK       APPROX.17.0 KM 2154149.0 |
 KP0346| KP0349 ELY AIRPORT BEACON                  APPROX.12.9 KM 2161832.7 |
 KP0346| KP0098 ELY AIRPORT                         APPROX.12.7 KM 2165352.8 |
 KP0346| DD5397 MCGILL RM 2                           5.928 METERS 32046     |
 KP0346| KP0347 MCGILL COPPER CO N STACK            APPROX. 3.2 KM 3342254.3 |
 KP0346|---------------------------------------------------------------------|
 KP0346
 KP0346                          SUPERSEDED SURVEY CONTROL
 KP0346
 KP0346  NAD 83(1994)-  39 23 03.94663(N)    114 45 16.45880(W) AD(       ) 2
 KP0346  NAD 83(1986)-  39 23 03.94191(N)    114 45 16.45600(W) AD(       ) 2
 KP0346  NAD 27      -  39 23 04.16363(N)    114 45 13.39826(W) AD(       ) 2
 KP0346  NGVD 29 (07/19/86) 2604.9    (m)         8546.     (f) VERT ANG       
 KP0346
 KP0346.Superseded values are not recommended for survey control.
 KP0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0346.See file dsdata.txt to determine how the superseded data were derived.
 KP0346
 KP0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD9338961844(NAD 83)
 KP0346_MARKER: DS = TRIANGULATION STATION DISK
 KP0346_SETTING: 66 = SET IN ROCK OUTCROP
 KP0346_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KP0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0346+STABILITY: POSITION/ELEVATION WELL
 KP0346
 KP0346  HISTORY     - Date     Condition        Report By
 KP0346  HISTORY     - 1955     MONUMENTED       CGS
 KP0346  HISTORY     - 1964     GOOD             CGS
 KP0346  HISTORY     - 1967     GOOD             CGS
 KP0346
 KP0346                          STATION DESCRIPTION
 KP0346
 KP0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KP0346'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF THE SOUTHEAST
 KP0346'SECTION OF MC GILL, ON THE CREST OF A ROCKY, BRUSH-COVERED
 KP0346'HILL, THE HIGHEST IN THE IMMEDIATE VICINITY.
 KP0346'
 KP0346'TO REACH FROM THE POSTOFFICE IN MC GILL, GO NORTH ON U.S.
 KP0346'HIGHWAY 93 FOR 5.95 MILES TO SIGN DUCK CREEK AND GRAVELED
 KP0346'ROAD RIGHT.  TURN RIGHT AS PER SIGN AND GO EAST FOR 0.95 MILE
 KP0346'TO A CROSSROAD, JOG RIGHT THEN LEFT AND CONTINUE SOUTH-SOUTHEAST
 KP0346'ON THE MAIN ROAD FOR 2.6 MILES TO A FORK.  TAKE THE RIGHT FORK
 KP0346'AND GO SOUTH FOR 3.9 MILES TO A FORK JUST AFTER PASSING A
 KP0346'SIGN PAINE SPRINGS.  TAKE THE RIGHT FORK AND GO SOUTHWEST
 KP0346'ON A TRACK ROAD FOR 1.5 MILES TO A FORK, TAKE THE RIGHT FORK
 KP0346'FOR 0.8 MILE TO A CREEK.  CROSS THE CREEK AND CONTINUE
 KP0346'SOUTH-SOUTHWEST ON THE TRACK ROAD FOR 0.7 MILE TO A FORK,
 KP0346'TAKE THE RIGHT FORK, CROSSING ANOTHER CREEK, AND GO 0.4
 KP0346'MILE TO A FORK, TAKE THE LEFT FORK, EAST AND SOUTH, FOR 1.3
 KP0346'MILES.  LEAVE THE TRACK ROAD, TURN RIGHT, WEST, AND PICK WAY
 KP0346'THROUGH TREES AND UP THE SLOPE FOR 0.4 MILE TO THE END OF
 KP0346'TRUCK TRAVEL.  PACK WESTERLY TO THE TOP OF THE RIDGE, THENCE
 KP0346'LEFT TO THE HIGHEST POINT OF THE RIDGE AND STATION.
 KP0346'ABOUT A 1-HOUR PACK.  NOTE--A BETTER ROUTE TO THE STATION
 KP0346'WOULD PROBABLY BE FROM MC GILL, FOLLOWING ANY ONE OF
 KP0346'NUMEROUS ROADS TO THE BASE OF THE MOUNTAIN RANGE THEN PACK
 KP0346'EAST TO THE SUMMIT.
 KP0346'
 KP0346'THE STATION MARK, STAMPED MC GILL 1954, IS A STANDARD DISK
 KP0346'SET IN A DRILL HOLE IN BEDROCK PROJECTING ABOUT 10 INCHES
 KP0346'ABOVE THE GROUND.
 KP0346'
 KP0346'REFERENCE MARK 1, STAMPED MC GILL NO 1 1954, IS A STANDARD DISK
 KP0346'SET IN A DRILL HOLE IN BEDROCK PROJECTING ABOUT 24 INCHES
 KP0346'AND ABOUT 2 FEET LOWER THAN THE STATION.
 KP0346'
 KP0346'REFERENCE MARK 2, STAMPED MC GILL NO 2 1954, IS A STANDARD
 KP0346'DISK SET IN A DRILL HOLE IN BEDROCK PROJECTING ABOUT 2 INCHES
 KP0346'AND ABOUT 2 FEET LOWER THAN THE STATION.
 KP0346'
 KP0346'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 KP0346
 KP0346                          STATION RECOVERY (1964)
 KP0346
 KP0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DVS)
 KP0346'THE STATION, R.M. 1 AND R.M. 2 WERE RECOVERED AS DESCRIBED,
 KP0346'AND IN GOOD CONDITION.
 KP0346
 KP0346                          STATION RECOVERY (1967)
 KP0346
 KP0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0346'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 KP0346'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 KP0346'
 KP0346'DUE TO A NEW TO REACH, A COMPLETE NEW DESCRIPTION FOLLOWS--
 KP0346'
 KP0346'STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF THE SOUTHEAST
 KP0346'SECTION OF MC GILL, ON THE CREST OF A ROCKY, BRUSH-COVERED
 KP0346'HILL, THE HIGHEST IN THE IMMEDIATE VICINITY.
 KP0346'
 KP0346'TO REACH FROM THE INTERSECTION OF 5TH AND AULTMAN STREETS,
 KP0346'ONE BLOCK NORTH OF THE POST OFFICE IN ELY, GO NORTHEASTERLY
 KP0346'ON U.S. HIGHWAY 93, AND ALTERNATE 50 FOR 9.8 MILES TO THE
 KP0346'CLUB 50 CAFE AND BAR ON THE LEFT AND A SIDE ROAD RIGHT JUST
 KP0346'AFTER CROSSING A RAILROAD TRACK, TURN RIGHT AND GO EASTERLY
 KP0346'ON A TRACK ROAD FOR 0.9 MILE TO A T-ROAD, TURN LEFT AND GO
 KP0346'NORTHERLY ALONG WEST SIDE OF RAILROAD TRACKS FOR 1.5 MILES
 KP0346'TO A CROSSROAD, TURN RIGHT, CROSSING RAILROAD TRACKS, AND
 KP0346'FOLLOW TRACK ROAD EAST THEN NORTH FOR 1.25 MILES TO THE
 KP0346'END OF THE ROAD IN A CANYON.  PACK NORTHERLY UP CANYON TO
 KP0346'THE RIDGE THEN EASTERLY ALONG THE TOP OF THE RIDGE TO THE
 KP0346'HIGHEST POINT AND THE STATION.
 KP0346'
 KP0346'THIS IS A 4 WHEEL DRIVE AND A 1 HOUR PACK.
 KP0346'
 KP0346'STATION MARK, A STANDARD DISK STAMPED MC GILL 1954, IS SET
 KP0346'IN A DRILL HOLE IN BEDROCK PROJECTING 10 INCHES ABOVE THE
 KP0346'GROUND.
 KP0346'
 KP0346'REFERENCE MARK 1, A STANDARD DISK STAMPED MC GILL NO 1 1954,
 KP0346'IS SET IN A DRILL HOLE IN BEDROCK PROJECTING ABOUT 2 FEET
 KP0346'AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 KP0346'
 KP0346'REFERENCE MARK 2, A STANDARD DISK STAMPED MC GILL NO 2 1954,
 KP0346'IS SET IN A DRILL HOLE IN BEDROCK PROJECTING ABOUT 2 INCHES
 KP0346'ABOVE THE GROUND AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 KP0346'
 KP0346'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 KP0346'
 KP0346'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 KP0346'EAST OF MC GILL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0347 ***********************************************************************
 KP0347  DESIGNATION -  MCGILL COPPER CO N STACK
 KP0347  PID         -  KP0347
 KP0347  STATE/COUNTY-  NV/WHITE PINE
 KP0347  USGS QUAD   -  MC GILL (1993)
 KP0347
 KP0347                         *CURRENT SURVEY CONTROL
 KP0347  ___________________________________________________________________
 KP0347* NAD 83(1994)-  39 24 36.07390(N)    114 46 13.40350(W)     ADJUSTED  
 KP0347* NAVD 88     -                                                        
 KP0347  ___________________________________________________________________
 KP0347  LAPLACE CORR-           8.93  (seconds)                    DEFLEC99
 KP0347  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 KP0347
 KP0347  HORZ ORDER  -  THIRD
 KP0347
 KP0347.The horizontal coordinates were established by classical geodetic methods
 KP0347.and adjusted by the National Geodetic Survey in June 1998..
 KP0347
 KP0347
 KP0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0347
 KP0347.The geoid height was determined by GEOID03.
 KP0347
 KP0347;                    North         East     Units Scale Factor Converg.
 KP0347;SPC NV E     - 8,517,429.490   270,007.580   MT  0.99996032   +0 30 58.1
 KP0347;SPC NV E     -27,944,266.59    885,849.87   sFT  0.99996032   +0 30 58.1
 KP0347;UTM  11      - 4,364,650.424   691,956.120   MT  1.00005369   +1 24 57.4
 KP0347
 KP0347                          SUPERSEDED SURVEY CONTROL
 KP0347
 KP0347  NAD 83(1994)-  39 24 36.07341(N)    114 46 13.40394(W) AD(       ) 4
 KP0347  NAD 83(1986)-  39 24 36.06798(N)    114 46 13.40518(W) AD(       ) 4
 KP0347  NAD 27      -  39 24 36.29085(N)    114 46 10.34432(W) AD(       ) 3
 KP0347
 KP0347.Superseded values are not recommended for survey control.
 KP0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0347.See file dsdata.txt to determine how the superseded data were derived.
 KP0347
 KP0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD9195664650(NAD 83)
 KP0347_MARKER: 62 = FLAGPOLE
 KP0347
 KP0347  HISTORY     - Date     Condition        Report By
 KP0347  HISTORY     - 1954     FIRST OBSERVED   CGS
 KP0347  HISTORY     - 1964     GOOD             CGS
 KP0347  HISTORY     - 1967     GOOD             CGS
 KP0347  HISTORY     - 1974     GOOD             NGS
 KP0347
 KP0347                          STATION DESCRIPTION
 KP0347
 KP0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KP0347'THE POINT INTERSECTED WAS THE TOP-CENTER OF A GRAY AND BLACK
 KP0347'SMOKE STACK WHICH IS ABOUT 341 FEET HIGH AND IS LOCATED IN
 KP0347'THE NORTHEAST PART OF MC GILL.
 KP0347'
 KP0347'BASED ON OBSERVATIONS MADE AFTER EARTHQUAKE DEC 16 1954
 KP0347'THE POINT INTERSECTED WAS THE TOP-CENTER OF A GRAY AND BLACK
 KP0347'SMOKE STACK WHICH IS ABOUT 341 FEET HIGH AND IS LOCATED IN
 KP0347'THE NORTHEAST PART OF MC GILL.
 KP0347'
 KP0347'TO REACH FROM THE POST OFFICE IN MC GILL, GO NORTH ON SURFACED
 KP0347'STREET FOR 0.05 MILE TO A SIDE STREET RIGHT, TURN RIGHT AND GO
 KP0347'EAST ON PAVED STREET FOR 0.25 MILE TO THE ENTRANCE TO THE
 KP0347'KENNECOTT COPPER COMPANY AND THE STACK ABOUT 0.2 MILE NORTH
 KP0347'OF THE ENTRANCE.
 KP0347
 KP0347                          STATION RECOVERY (1964)
 KP0347
 KP0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DVS)
 KP0347'RECOVERED IN GOOD CONDITION.
 KP0347
 KP0347                          STATION RECOVERY (1967)
 KP0347
 KP0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0347'THE POINT INTERSECTED WAS THE TOP-CENTER OF A GRAY AND BLACK
 KP0347'SMOKE STACK WHICH IS ABOUT 341 FEET HIGH AND IS LOCATED IN
 KP0347'THE NORTHEAST PART OF MC GILL.
 KP0347'
 KP0347'TO REACH FROM THE POST OFFICE IN MC GILL, GO NORTH ON SURFACED
 KP0347'STREET FOR 0.05 MILE TO A SIDE STREET RIGHT, TURN RIGHT AND GO
 KP0347'EAST ON PAVED STREET FOR 0.25 MILE TO THE ENTRANCE TO THE
 KP0347'KENNECOTT COPPER COMPANY AND THE STACK ABOUT 0.2 MILE NORTH
 KP0347'OF THE ENTRANCE.
 KP0347'
 KP0347'MC GILL, STACK, KENNECOTT COPPER CO., NORTH STACK OF 2 1954
 KP0347
 KP0347                          STATION RECOVERY (1974)
 KP0347
 KP0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 KP0347'STATION WAS RECOVERED AS DESCRIBED HOWEVER, CAUTION SHOULD BE
 KP0347'OBSERVED IN USING THIS STATION DUE THE FACT THAT THERE HAS
 KP0347'BEEN A 750 FOOT STACK ERECTED APPROX. 150 SOUTH OF THIS STATION.
 KP0347'
 KP0347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MC GILL,
 KP0347'NEVADA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0541 ***********************************************************************
 KQ0541  DESIGNATION -  MCGINNESS
 KQ0541  PID         -  KQ0541
 KQ0541  STATE/COUNTY-  NV/LANDER
 KQ0541  USGS QUAD   -  BARTON SPRING (1986)
 KQ0541
 KQ0541                         *CURRENT SURVEY CONTROL
 KQ0541  ___________________________________________________________________
 KQ0541* NAD 83(1994)-  39 36 35.00229(N)    116 53 42.32421(W)     ADJUSTED  
 KQ0541* NAVD 88     -      2154.2    (meters)    7068.     (feet)  VERTCON   
 KQ0541  ___________________________________________________________________
 KQ0541  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 KQ0541  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 KQ0541
 KQ0541  HORZ ORDER  -  THIRD
 KQ0541
 KQ0541.The horizontal coordinates were established by classical geodetic methods
 KQ0541.and adjusted by the National Geodetic Survey in June 1998..
 KQ0541
 KQ0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0541
 KQ0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0541
 KQ0541.The geoid height was determined by GEOID03.
 KQ0541
 KQ0541;                    North         East     Units Scale Factor Converg.
 KQ0541;SPC NV C     - 6,539,308.878   480,385.403   MT  0.99990474   -0 08 44.3
 KQ0541;SPC NV C     -21,454,382.54  1,576,064.44   sFT  0.99990474   -0 08 44.3
 KQ0541;UTM  11      - 4,384,446.992   509,005.855   MT  0.99960100   +0 04 00.8
 KQ0541
 KQ0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0541!SPC NV C     -   0.99966549  x   0.99990474  =   0.99957027
 KQ0541!UTM  11      -   0.99966549  x   0.99960100  =   0.99926663
 KQ0541
 KQ0541|---------------------------------------------------------------------|
 KQ0541| PID    Reference Object                     Distance      Geod. Az  |
 KQ0541|                                                           dddmmss.s |
 KQ0541| DD5399 MCGINNESS RM 1                       16.050 METERS 05853     |
 KQ0541| KQ0539 BATES MOUNTAIN CAIRN                APPROX.11.5 KM 1180839.3 |
 KQ0541| DD5400 MCGINNESS RM 2                       16.963 METERS 21655     |
 KQ0541| DD5398 MCGINNESS AZ MK                                    2412756.7 |
 KQ0541|---------------------------------------------------------------------|
 KQ0541
 KQ0541                          SUPERSEDED SURVEY CONTROL
 KQ0541
 KQ0541  NAD 83(1986)-  39 36 35.00191(N)    116 53 42.31378(W) AD(       ) 3
 KQ0541  NAD 27      -  39 36 35.27600(N)    116 53 39.00500(W) AD(       ) 3
 KQ0541  NGVD 29 (07/19/86) 2152.9    (m)         7063.     (f) VERT ANG       
 KQ0541
 KQ0541.Superseded values are not recommended for survey control.
 KQ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0541.See file dsdata.txt to determine how the superseded data were derived.
 KQ0541
 KQ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND0900684447(NAD 83)
 KQ0541_MARKER: DS = TRIANGULATION STATION DISK
 KQ0541_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0541
 KQ0541  HISTORY     - Date     Condition        Report By
 KQ0541  HISTORY     - 1954     MONUMENTED       CGS
 KQ0541
 KQ0541                          STATION DESCRIPTION
 KQ0541
 KQ0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0541'THE STATION IS LOCATED ON THE SUMMIT OF A LOW HILL THAT IS
 KQ0541'ABOUT 1.0 MILE EAST OF THE AUSTIN-GRASS VALLEY ROAD, ABOUT
 KQ0541'10 MILES, AIR LINE, NORTHEAST OF AUSTIN, AND ABOUT 13 MILES,
 KQ0541'AIR LINE, NORTH OF U.S. HIGHWAY 50.
 KQ0541'
 KQ0541'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN GO EASTERLY
 KQ0541'ON U.S. HIGHWAY 50 FOR 5.3 MILES TO A SIDE ROAD LEFT.  TURN
 KQ0541'LEFT, NORTH, AS PER SIGN GRASS VALLEY 25 AND GO 10.5 MILES TO A
 KQ0541'SIGN MC GINNESS TORQUOISE MINE.  CONTINUE, NORTH, ON THE GRASS
 KQ0541'VALLEY ROAD FOR 1.3 MILES TO THE TOP OF A SLIGHT RISE ON THE
 KQ0541'ROAD.  TURN RIGHT, EAST, AND GO CROSS COUNTRY FOR 0.6 MILE TO A
 KQ0541'CAIRN ON A LARGE OUTCROP.  TURN RIGHT, SOUTHWEST, AND GO
 KQ0541'0.15 MILE TO THE TOP OF A HILL AND THE AZIMUTH MARK.  TURN
 KQ0541'LEFT, NORTHEASTERLY, AND GO 0.35 MILE TO THE SUMMIT OF THE LOW
 KQ0541'HILL AND THE STATION.  A 4-WHEEL DRIVE VEHICLE WILL BE NECESSARY
 KQ0541'TO DRIVE FROM THE GRASS VALLEY ROAD TO THE STATION.
 KQ0541'
 KQ0541'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK ARE STANDARD
 KQ0541'DISKS SET IN DRILL HOLES IN OUTCROPPING ROCK.
 KQ0541'
 KQ0541'THE STATION DISK, STAMPED MCGINNESS 1954, IS 6 FEET EAST OF
 KQ0541'A WITNESS POST.  THE OUTCROP PROJECTS 4 INCHES.
 KQ0541'
 KQ0541'REFERENCE MARK 1, STAMPED MCGINNESS NO 1 1954, IS ABOUT 2
 KQ0541'FEET LOWER THAN THE STATION.  THE OUTCROP PROJECTS 4 INCHES.
 KQ0541'
 KQ0541'REFERENCE MARK 2, STAMPED MCGINNESS NO 2 1954, IS ABOUT 3 FEET
 KQ0541'LOWER THAN THE STATION.  THE OUTCROP PROJECTS 4 INCHES.
 KQ0541'
 KQ0541'THE AZIMUTH MARK, STAMPED MCGINNESS 1954, IS 2 FEET EAST OF
 KQ0541'A 3-FOOT CAIRN.  THE OUTCROP PROJECTS 4 INCHES.  THE HILL IS
 KQ0541'ABOUT THE SAME ELEVATION AS THE STATION HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0579 ***********************************************************************
 JQ0579  DESIGNATION -  MCKINNEY
 JQ0579  PID         -  JQ0579
 JQ0579  STATE/COUNTY-  NV/NYE
 JQ0579  USGS QUAD   -  MC KINNEY TANKS (1986)
 JQ0579
 JQ0579                         *CURRENT SURVEY CONTROL
 JQ0579  ___________________________________________________________________
 JQ0579* NAD 83(1994)-  38 05 27.32037(N)    116 54 40.54034(W)     ADJUSTED  
 JQ0579* NAVD 88     -      2044.3    (meters)    6707.     (feet)  VERTCON   
 JQ0579  ___________________________________________________________________
 JQ0579  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 JQ0579  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 JQ0579
 JQ0579  HORZ ORDER  -  FIRST
 JQ0579
 JQ0579.The horizontal coordinates were established by classical geodetic methods
 JQ0579.and adjusted by the National Geodetic Survey in June 1998..
 JQ0579
 JQ0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0579
 JQ0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0579
 JQ0579.The geoid height was determined by GEOID03.
 JQ0579
 JQ0579;                    North         East     Units Scale Factor Converg.
 JQ0579;SPC NV C     - 6,370,723.004   478,545.341   MT  0.99990567   -0 09 03.2
 JQ0579;SPC NV C     -20,901,280.39  1,570,027.51   sFT  0.99990567   -0 09 03.2
 JQ0579;UTM  11      - 4,215,906.836   507,781.401   MT  0.99960075   +0 03 17.1
 JQ0579
 JQ0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0579!SPC NV C     -   0.99968319  x   0.99990567  =   0.99958889
 JQ0579!UTM  11      -   0.99968319  x   0.99960075  =   0.99928406
 JQ0579
 JQ0579:                Primary Azimuth Mark                     Grid Az
 JQ0579:SPC NV C     -  RED PEAK HIGHEST POINT                   014 34 06.3
 JQ0579:UTM  11      -  RED PEAK HIGHEST POINT                   014 21 46.0
 JQ0579
 JQ0579|---------------------------------------------------------------------|
 JQ0579| PID    Reference Object                     Distance      Geod. Az  |
 JQ0579|                                                           dddmmss.s |
 JQ0579| JQ0580 RED PEAK HIGHEST POINT              APPROX. 7.2 KM 0142503.1 |
 JQ0579| DD5401 MCKINNEY RM 1                         2.935 METERS 23559     |
 JQ0579| JQ0530 TONOPAH BEACON                      APPROX.23.2 KM 2683024.3 |
 JQ0579| JQ0518 TONOPAH RADIO RANGE CEN TOWER       APPROX.15.4 KM 2760036.9 |
 JQ0579| DD5402 MCKINNEY RM 2                        10.463 METERS 30003     |
 JQ0579| JQ0516 PUMP                                APPROX.13.5 KM 3111728.4 |
 JQ0579| DD5403 MCKINNEY RM 3 AZIMUTH                              31803     |
 JQ0579| DC9899 MCKINNEY ROCK CAIRN                                3234011.6 |
 JQ0579|---------------------------------------------------------------------|
 JQ0579
 JQ0579                          SUPERSEDED SURVEY CONTROL
 JQ0579
 JQ0579  NAD 83(1986)-  38 05 27.31698(N)    116 54 40.54774(W) AD(       ) 1
 JQ0579  NAD 27      -  38 05 27.54900(N)    116 54 37.29100(W) AD(       ) 1
 JQ0579  NGVD 29 (07/19/86) 2043.1    (m)         6703.     (f) VERT ANG       
 JQ0579
 JQ0579.Superseded values are not recommended for survey control.
 JQ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0579.See file dsdata.txt to determine how the superseded data were derived.
 JQ0579
 JQ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC0778115907(NAD 83)
 JQ0579_MARKER: DS = TRIANGULATION STATION DISK
 JQ0579_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0579
 JQ0579  HISTORY     - Date     Condition        Report By
 JQ0579  HISTORY     - 1933     MONUMENTED       CGS
 JQ0579  HISTORY     - 1950     GOOD             CGS
 JQ0579  HISTORY     - 1971     GOOD             USGS
 JQ0579
 JQ0579                          STATION DESCRIPTION
 JQ0579
 JQ0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 JQ0579'THE STATION IS ON A ROUND HOG BACK, LIGHT REDDISH TINT, 18
 JQ0579'MILES E OF TONOPAH AND 1 MILE SW OF MC KINNEY TANKS.  THERE IS
 JQ0579'A HIGHER POINT TO THE S ABOUT 1 MILE.
 JQ0579'
 JQ0579'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN A
 JQ0579'DRILL HOLE IN OUTCROPPING BEDROCK.
 JQ0579'
 JQ0579'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS APPROXIMATELY 0.3 MILE
 JQ0579'N ON SMALL POINT OF SAME RIDGE.
 JQ0579'
 JQ0579'ROCK CAIRN (AZIMUTH MARK) IS APPROXIMATELY 1 MILE N ON POINT
 JQ0579'ACROSS HIGHWAY.
 JQ0579'
 JQ0579'REACHED FROM TONOPAH POST OFFICE AS FOLLOWS--GO E ON ELY HIGHWAY
 JQ0579'17.8 MILES TO A POINT 0.1 MILE BEFORE REACHING MC KINNEY TANKS.
 JQ0579'TURN RIGHT AND GO S ON THE LINE OF LEAST RESISTANCE ABOUT 0.7
 JQ0579'MILE.  LEAVE TRUCK HERE AND CLIMB IN A WESTERLY DIRECTION TO
 JQ0579'TOP OF RIDGE AND THE STATION.  ABOUT 20 MINUTES PACK.
 JQ0579'
 JQ0579'HEIGHT OF LIGHT ABOVE STATION MARK - 1.6 METERS.
 JQ0579
 JQ0579                          STATION RECOVERY (1950)
 JQ0579
 JQ0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RJS)
 JQ0579'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION AND AS
 JQ0579'DESCRIBED EXCEPT FOR A LARGE DIFFERENCE IN THE DISTANCE AND
 JQ0579'DIRECTION TO REFERENCE MARK NUMBER ONE AND A SLIGHT DIFFERENCE
 JQ0579'IN THE DIRECTION TO REFERENCE MARK NUMBER TWO.  THE DISTANCE
 JQ0579'AND DIRECTIONS WERE REMEASURED.  A NEW DESCRIPTION IS AS FOLLOWS.
 JQ0579'
 JQ0579'THE STATION IS LOCATED ABOUT 31 MILES AIR LINE NORTHEAST OF
 JQ0579'GOLDFIELD AND 18 MILES AIR LINE EAST OF TONOPAH.  IT IS ON THE
 JQ0579'HIGHEST POINT OF A RED, NORTH-SOUTH RIDGE.  THE MARK IS AS
 JQ0579'AND IS STAMPED MC KINNEY 1933.
 JQ0579'
 JQ0579'REFERENCE MARK NUMBER ONE IS ABOUT ONE FOOT LOWER THAN THE
 JQ0579'STATION.  THE MARK IS STAMPED
 JQ0579'MC KINNEY NO 1 1933.
 JQ0579'
 JQ0579'REFERENCE MARK NUMBER TWO IS ABOUT 3 FEET LOWER THAN THE STATION.
 JQ0579'THE MARK IS STAMPED MC KINNEY
 JQ0579'NO 2 1933.
 JQ0579'
 JQ0579'REFERENCE MARK NUMBER THREE IS LOCATED ON A SMALL ROCKY POINT
 JQ0579'ABOUT 100 FEET LOWER THAN THE STATION.  THE ROCKY POINT IS ON
 JQ0579'THE SAME RIDGE THAT THE STATION IS ON.
 JQ0579'THE OUTCROPPING BEDROCK PROJECTS 10 INCHES ABOVE
 JQ0579'THE SURFACE.  THE MARK IS STAMPED MC KINNEY NO 3 1933.
 JQ0579'
 JQ0579'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND 95 IN TONOPAH,
 JQ0579'GO EASTERLY ON U.S. HIGHWAY 6 FOR 18.1 MILES TO A DIRT ROAD
 JQ0579'RIGHT.  TURN RIGHT AND GO 0.2 MILE.  TURN RIGHT AND GO WESTERLY
 JQ0579'ACROSS COUNTRY FOR 1.0 MILE TO THE END OF TRUCK TRAVEL AT THE
 JQ0579'BASE OF THE STATION HILL.  PACK WESTERLY TO THE SUMMIT OF THE
 JQ0579'RIDGE AND THE STATION AS DESCRIBED.
 JQ0579'
 JQ0579'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ALONG
 JQ0579'THE RIDGE TO THE ROCKY POINT AND THE MARK AS DESCRIBED ABOVE.
 JQ0579
 JQ0579                          STATION RECOVERY (1971)
 JQ0579
 JQ0579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JQ0579'INSTRUMENT STAND 4.7 FT ABOVE STATION MARK.
 JQ0579'
 JQ0579'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 JQ0579'38 116 3 STATION 1002.  REFERENCE MARK NO. 3 NOT SEARCHED FOR.
 JQ0579'NEW TO REACH FOLLOWS--
 JQ0579'
 JQ0579'TO REACH FROM JCT. OF U.S. HIGHWAY 6 AND 95 IN TONOPAH, GO
 JQ0579'EASTERLY ON U.S. HIGHWAY 6 FOR 17.6 MI TO DIRT RD. ON RIGHT.
 JQ0579'TURN RIGHT AND FOLLOW DIRT RD. S. THEN E. FOR APPROXIMATELY 0.4
 JQ0579'MI.  TURN RIGHT AND GO S. ACROSS COUNTRY ABOUT 0.6 MI TO BASE
 JQ0579'OF HILL.  CONTINUE UP RIDGE (4-WHEEL DRIVE VEHICLE NEEDED) S.
 JQ0579'THEN E. FOR 0.2 MI TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0292 ***********************************************************************
 JQ0292  DESIGNATION -  MCLEANS
 JQ0292  PID         -  JQ0292
 JQ0292  STATE/COUNTY-  NV/ESMERALDA
 JQ0292  USGS QUAD   -  DEVILS GATE (1980)
 JQ0292
 JQ0292                         *CURRENT SURVEY CONTROL
 JQ0292  ___________________________________________________________________
 JQ0292* NAD 83(1994)-  38 04 29.32221(N)    117 38 01.06909(W)     ADJUSTED  
 JQ0292* NAVD 88     -      1470.448  (meters)    4824.29   (feet)  ADJUSTED  
 JQ0292  ___________________________________________________________________
 JQ0292  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JQ0292  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 JQ0292  DYNAMIC HT  -        1468.896 (meters)    4819.20  (feet)  COMP
 JQ0292  MODELED GRAV-     979,522.8   (mgal)                       NAVD 88
 JQ0292
 JQ0292  HORZ ORDER  -  THIRD
 JQ0292  VERT ORDER  -  FIRST     CLASS II
 JQ0292
 JQ0292.The horizontal coordinates were established by classical geodetic methods
 JQ0292.and adjusted by the National Geodetic Survey in June 1998..
 JQ0292
 JQ0292.The orthometric height was determined by differential leveling
 JQ0292.and adjusted by the National Geodetic Survey in June 1991..
 JQ0292
 JQ0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0292
 JQ0292.The geoid height was determined by GEOID03.
 JQ0292
 JQ0292.The dynamic height is computed by dividing the NAVD 88
 JQ0292.geopotential number by the normal gravity value computed on the
 JQ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0292.degrees latitude (g = 980.6199 gals.).
 JQ0292
 JQ0292.The modeled gravity was interpolated from observed gravity values.
 JQ0292
 JQ0292;                    North         East     Units Scale Factor Converg.
 JQ0292;SPC NV W     - 4,369,332.566   883,322.534   MT  0.99998548   +0 35 08.5
 JQ0292;SPC NV W     -14,335,051.93  2,898,034.01   sFT  0.99998548   +0 35 08.5
 JQ0292;UTM  11      - 4,214,305.102   444,425.240   MT  0.99963804   -0 23 26.7
 JQ0292
 JQ0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0292!SPC NV W     -   0.99977329  x   0.99998548  =   0.99975877
 JQ0292!UTM  11      -   0.99977329  x   0.99963804  =   0.99941141
 JQ0292
 JQ0292|---------------------------------------------------------------------|
 JQ0292| PID    Reference Object                     Distance      Geod. Az  |
 JQ0292|                                                           dddmmss.s |
 JQ0292| JQ0293 MCLEANS RM 1                          5.748 METERS 03807     |
 JQ0292| JQ0294 MCLEANS RM 2                          3.880 METERS 14447     |
 JQ0292| JQ0291 MCLEANS AZ MK                                      2223741.9 |
 JQ0292|---------------------------------------------------------------------|
 JQ0292
 JQ0292                          SUPERSEDED SURVEY CONTROL
 JQ0292
 JQ0292  NAD 83(1992)-  38 04 29.31920(N)    117 38 01.07823(W) AD(       ) 3
 JQ0292  NAD 83(1986)-  38 04 29.31884(N)    117 38 01.07752(W) AD(       ) 3
 JQ0292  NAD 27      -  38 04 29.56900(N)    117 37 57.72700(W) AD(       ) 3
 JQ0292  NGVD 29 (??/??/92) 1469.352  (m)         4820.70   (f) ADJ UNCH    1 2
 JQ0292
 JQ0292.Superseded values are not recommended for survey control.
 JQ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0292.See file dsdata.txt to determine how the superseded data were derived.
 JQ0292
 JQ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC4442514305(NAD 83)
 JQ0292_MARKER: DS = TRIANGULATION STATION DISK
 JQ0292_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0292_SP_SET: OUTCROP
 JQ0292_STAMPING: MCLEANS 1950
 JQ0292_PROJECTION: FLUSH
 JQ0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0292+STABILITY: POSITION/ELEVATION WELL
 JQ0292
 JQ0292  HISTORY     - Date     Condition        Report By
 JQ0292  HISTORY     - 1950     MONUMENTED       CGS
 JQ0292  HISTORY     - 1952     GOOD             CGS
 JQ0292  HISTORY     - 1953     GOOD             NGS
 JQ0292  HISTORY     - 1965     GOOD             USGS
 JQ0292  HISTORY     - 1984     MARK NOT FOUND   NGS
 JQ0292
 JQ0292                          STATION DESCRIPTION
 JQ0292
 JQ0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 JQ0292'THE STATION IS LOCATED ABOUT 23 MILES NORTH OF SILVER PEAK, 22
 JQ0292'MILES WEST OF TONOPAH AND 15 MILES EAST OF COALDALE, ON A
 JQ0292'PROMINENT ROCK PROTRUSION THAT IS ABOUT 85 METERS SOUTH OF U.S.
 JQ0292'HIGHWAY 6 AND 95.  THE SOUTH SIDE OF THE HILL IS A STEEP CLIFF
 JQ0292'THAT FACES BIG SMOKY VALLEY.  THE MARK PROJECTS ABOUT 6 INCHES AND
 JQ0292'IS STAMPED MCLEANS 1950.
 JQ0292'
 JQ0292'REFERENCE MARK NUMBER 1 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 JQ0292'STATION MARK AND IS SET IN BEDROCK THAT PROJECTS ABOUT 8 INCHES
 JQ0292'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED MCLEANS NO
 JQ0292'1 1950.
 JQ0292'
 JQ0292'REFERENCE MARK NUMBER 2 IS SET FLUSH WITH THE SURFACE OF THE
 JQ0292'GROUND, APPROXIMATELY 1 FOOT LOWER THAN THE STATION MARK.  IT IS
 JQ0292'STAMPED MCLEANS NO 2 1950.
 JQ0292'
 JQ0292'THE AZIMUTH MARK IS 73 FEET NORTH NORTHWEST OF U.S. HIGHWAY 6
 JQ0292'AND 95, ABOUT 75 METERS WEST OF A CONCRETE CULVERT AND 5.4 FEET
 JQ0292'EAST NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 JQ0292'INCHES ABOVE THE SURFACE AND IS STAMPED MCLEANS 1950.
 JQ0292'
 JQ0292'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO WESTERLY
 JQ0292'ON U.S. HIGHWAY 6 AND 95 FOR 24.7 MILES TO THE STATION ON THE LEFT
 JQ0292'(SOUTH) SIDE OF THE ROAD AS DESCRIBED ABOVE.  TO REACH THE AZIMUTH
 JQ0292'MARK, CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.75 MILE TO THE MARK
 JQ0292'ON THE RIGHT SIDE OF THE ROAD AS DESCRIBED ABOVE.  A DRIVE
 JQ0292'STATION.
 JQ0292
 JQ0292                          STATION RECOVERY (1952)
 JQ0292
 JQ0292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JQ0292'THE STATION WAS VISITED BY LIGHTKEEPER ONLY.
 JQ0292'
 JQ0292'THE STATION IS LOCATED ABOUT 23 MILES NORTH OF SILVER PEAK,
 JQ0292'22 MILES WEST OF TONOPAH, AND 15 MILES EAST OF COALDALE, ON A
 JQ0292'PROMINENT ROCK PROTRUSION THAT IS ABOUT 85 METERS SOUTH OF U.S.
 JQ0292'HIGHWAY 6 AND 95.  THE SOUTH SIDE OF THE HILL IS A STEEP CLIFF
 JQ0292'THAT FACES BIG SMOKY VALLEY.
 JQ0292'
 JQ0292'THE MARK IS A STANDARD DISK SET IN BEDROCK PROJECTING ABOUT 6
 JQ0292'INCHES.  IT IS STAMPED MCLEANS 1950.
 JQ0292'
 JQ0292'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED MCLEANS NO 1 1950
 JQ0292'SET IN BEDROCK PROJECTING ABOUT 8 INCHES, AND IS ABOUT 6 INCHES
 JQ0292'LOWER THAN THE STATION.
 JQ0292'
 JQ0292'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN BEDROCK FLUSH WITH
 JQ0292'THE GROUND SURFACE AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 JQ0292'IT IS STAMPED MCLEANS NO 2 1950.
 JQ0292'
 JQ0292'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MCLEANS 1950 AND
 JQ0292'PROJECTING ABOUT 2 INCHES.  IT IS ABOUT 0.7 MILE SOUTHWEST OF
 JQ0292'THE STATION, 75 FEET NORTH NORTHWEST OF U.S. HIGHWAY 6 AND 95,
 JQ0292'ABOUT 75 METERS WEST OF A CONCRETE CULVERT AND 5.4 FEET EAST
 JQ0292'NORTHEAST OF A WHITE WITNESS POST.
 JQ0292'
 JQ0292'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO WESTERLY
 JQ0292'ON U.S. HIGHWAY 6 AND 95 FOR 24.7 MILES TO THE STATION ON THE LEFT
 JQ0292'(SOUTH) SIDE OF THE ROAD.  TO REACH THE AZIMUTH MARK, CONTINUE
 JQ0292'SOUTHWEST ON THE HIGHWAY FOR 0.75 MILE TO THE MARK ON THE RIGHT
 JQ0292'(NORTH) SIDE OF THE ROAD.
 JQ0292
 JQ0292                          STATION RECOVERY (1953)
 JQ0292
 JQ0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 JQ0292'15.5 MI E FROM COALDALE.
 JQ0292'15.5 MILES EAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF THE
 JQ0292'HIGHWAYS AT COALDALE, ON TOP OF A LOW ROCKY HILL, 291 1/2 FEET
 JQ0292'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18.9 FEET SOUTHWEST OF
 JQ0292'MCLEANS R.M. 1, 12.8 FEET NORTHWEST OF MCLEANS R.M. 2, ABOUT 26 FEET
 JQ0292'HIGHER THAN THE HIGHWAY, AND IN THE TOP OF AN OUTCROP.
 JQ0292
 JQ0292                          STATION RECOVERY (1965)
 JQ0292
 JQ0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JQ0292'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38117-3, STATION 1007.
 JQ0292'STATION MARK--A STANDARD DISK STAMPED---MCLEANS 1950---, SET IN
 JQ0292'BEDROCK PROJECTING ABOUT 6 INCHES.
 JQ0292
 JQ0292                          STATION RECOVERY (1984)
 JQ0292
 JQ0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0292'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0291 ***********************************************************************
 JQ0291  DESIGNATION -  MCLEANS AZ MK
 JQ0291  PID         -  JQ0291
 JQ0291  STATE/COUNTY-  NV/ESMERALDA
 JQ0291  USGS QUAD   -  DEVILS GATE (1980)
 JQ0291
 JQ0291                         *CURRENT SURVEY CONTROL
 JQ0291  ___________________________________________________________________
 JQ0291* NAD 83(1986)-  38 04 00.     (N)    117 38 36.     (W)     SCALED    
 JQ0291* NAVD 88     -      1455.959  (meters)    4776.76   (feet)  ADJUSTED  
 JQ0291  ___________________________________________________________________
 JQ0291  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 JQ0291  DYNAMIC HT  -        1454.409 (meters)    4771.67  (feet)  COMP
 JQ0291  MODELED GRAV-     979,514.3   (mgal)                       NAVD 88
 JQ0291
 JQ0291  VERT ORDER  -  FIRST     CLASS II
 JQ0291
 JQ0291.The horizontal coordinates were scaled from a topographic map and have
 JQ0291.an estimated accuracy of +/- 6 seconds.
 JQ0291
 JQ0291.The orthometric height was determined by differential leveling
 JQ0291.and adjusted by the National Geodetic Survey in June 1991..
 JQ0291
 JQ0291.The geoid height was determined by GEOID03.
 JQ0291
 JQ0291.The dynamic height is computed by dividing the NAVD 88
 JQ0291.geopotential number by the normal gravity value computed on the
 JQ0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0291.degrees latitude (g = 980.6199 gals.).
 JQ0291
 JQ0291.The modeled gravity was interpolated from observed gravity values.
 JQ0291
 JQ0291;                    North         East    Units  Estimated Accuracy
 JQ0291;SPC NV W     - 4,368,420.      882,480.      MT  (+/- 180 meters Scaled)
 JQ0291
 JQ0291                          SUPERSEDED SURVEY CONTROL
 JQ0291
 JQ0291  NGVD 29 (??/??/92) 1454.848  (m)         4773.11   (f) ADJ UNCH    1 2
 JQ0291
 JQ0291.Superseded values are not recommended for survey control.
 JQ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0291.See file dsdata.txt to determine how the superseded data were derived.
 JQ0291
 JQ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC435134(NAD 83)
 JQ0291_MARKER: DZ = AZIMUTH MARK DISK
 JQ0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0291_STAMPING: MCLEANS 1950
 JQ0291_MARK LOGO: CGS   
 JQ0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0291+STABILITY: SURFACE MOTION
 JQ0291
 JQ0291  HISTORY     - Date     Condition        Report By
 JQ0291  HISTORY     - 1950     MONUMENTED       CGS
 JQ0291  HISTORY     - 1953     GOOD             NGS
 JQ0291  HISTORY     - 1984     GOOD             NGS
 JQ0291
 JQ0291                          STATION DESCRIPTION
 JQ0291
 JQ0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0291'14.7 MI E FROM COALDALE.
 JQ0291'14.7 MILES EAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF THE
 JQ0291'HIGHWAYS AT COALDALE, 0.8 MILE SOUTHWEST OF TRIANGULATION STATION
 JQ0291'MCLEANS, 286.5 FEET SOUTHWEST OF THE CENTER OF THE NORTHWEST END OF A
 JQ0291'CULVERT, 72.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 JQ0291'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 JQ0291'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 JQ0291
 JQ0291                          STATION RECOVERY (1984)
 JQ0291
 JQ0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0293 ***********************************************************************
 JQ0293  DESIGNATION -  MCLEANS RM 1
 JQ0293  PID         -  JQ0293
 JQ0293  STATE/COUNTY-  NV/ESMERALDA
 JQ0293  USGS QUAD   -  DEVILS GATE (1980)
 JQ0293
 JQ0293                         *CURRENT SURVEY CONTROL
 JQ0293  ___________________________________________________________________
 JQ0293* NAD 83(1986)-  38 04 29.     (N)    117 38 01.     (W)     SCALED    
 JQ0293* NAVD 88     -      1470.275  (meters)    4823.73   (feet)  ADJUSTED  
 JQ0293  ___________________________________________________________________
 JQ0293  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 JQ0293  DYNAMIC HT  -        1468.724 (meters)    4818.64  (feet)  COMP
 JQ0293  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 JQ0293
 JQ0293  VERT ORDER  -  FIRST     CLASS II
 JQ0293
 JQ0293.The horizontal coordinates were scaled from a topographic map and have
 JQ0293.an estimated accuracy of +/- 6 seconds.
 JQ0293
 JQ0293.The orthometric height was determined by differential leveling
 JQ0293.and adjusted by the National Geodetic Survey in June 1991..
 JQ0293
 JQ0293.The geoid height was determined by GEOID03.
 JQ0293
 JQ0293.The dynamic height is computed by dividing the NAVD 88
 JQ0293.geopotential number by the normal gravity value computed on the
 JQ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0293.degrees latitude (g = 980.6199 gals.).
 JQ0293
 JQ0293.The modeled gravity was interpolated from observed gravity values.
 JQ0293
 JQ0293;                    North         East    Units  Estimated Accuracy
 JQ0293;SPC NV W     - 4,369,320.      883,320.      MT  (+/- 180 meters Scaled)
 JQ0293
 JQ0293                          SUPERSEDED SURVEY CONTROL
 JQ0293
 JQ0293  NGVD 29 (??/??/92) 1469.180  (m)         4820.13   (f) ADJ UNCH    1 2
 JQ0293
 JQ0293.Superseded values are not recommended for survey control.
 JQ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0293.See file dsdata.txt to determine how the superseded data were derived.
 JQ0293
 JQ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC444142(NAD 83)
 JQ0293_MARKER: DR = REFERENCE MARK DISK
 JQ0293_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0293_SP_SET: OUTCROP
 JQ0293_STAMPING: MCLEANS NO 1 1950
 JQ0293_MARK LOGO: CGS   
 JQ0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0293+STABILITY: SURFACE MOTION
 JQ0293
 JQ0293  HISTORY     - Date     Condition        Report By
 JQ0293  HISTORY     - 1950     MONUMENTED       CGS
 JQ0293  HISTORY     - 1953     GOOD             NGS
 JQ0293  HISTORY     - 1984     POOR             NGS
 JQ0293
 JQ0293                          STATION DESCRIPTION
 JQ0293
 JQ0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0293'15.5 MI E FROM COALDALE.
 JQ0293'15.5 MILES EAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF THE
 JQ0293'HIGHWAYS AT COALDALE, ON TOP OF A LOW ROCKY HILL, 291 1/2 FEET
 JQ0293'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 25.7 FEET NORTHEAST OF
 JQ0293'MCLEANS R.M. 2, 18.9 FEET NORTHEAST OF THE STATION, ABOUT 25 FEET
 JQ0293'HIGHER THAN THE HIGHWAY, AND IN THE TOP OF AN OUTCROP.
 JQ0293
 JQ0293                          STATION RECOVERY (1984)
 JQ0293
 JQ0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0293'RECOVERED IN POOR CONDITION.  NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0294 ***********************************************************************
 JQ0294  DESIGNATION -  MCLEANS RM 2
 JQ0294  PID         -  JQ0294
 JQ0294  STATE/COUNTY-  NV/ESMERALDA
 JQ0294  USGS QUAD   -  DEVILS GATE (1980)
 JQ0294
 JQ0294                         *CURRENT SURVEY CONTROL
 JQ0294  ___________________________________________________________________
 JQ0294* NAD 83(1986)-  38 04 29.     (N)    117 38 01.     (W)     SCALED    
 JQ0294* NAVD 88     -      1470.051  (meters)    4822.99   (feet)  ADJUSTED  
 JQ0294  ___________________________________________________________________
 JQ0294  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 JQ0294  DYNAMIC HT  -        1468.500 (meters)    4817.90  (feet)  COMP
 JQ0294  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 JQ0294
 JQ0294  VERT ORDER  -  FIRST     CLASS II
 JQ0294
 JQ0294.The horizontal coordinates were scaled from a topographic map and have
 JQ0294.an estimated accuracy of +/- 6 seconds.
 JQ0294
 JQ0294.The orthometric height was determined by differential leveling
 JQ0294.and adjusted by the National Geodetic Survey in June 1991..
 JQ0294
 JQ0294.The geoid height was determined by GEOID03.
 JQ0294
 JQ0294.The dynamic height is computed by dividing the NAVD 88
 JQ0294.geopotential number by the normal gravity value computed on the
 JQ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0294.degrees latitude (g = 980.6199 gals.).
 JQ0294
 JQ0294.The modeled gravity was interpolated from observed gravity values.
 JQ0294
 JQ0294;                    North         East    Units  Estimated Accuracy
 JQ0294;SPC NV W     - 4,369,320.      883,320.      MT  (+/- 180 meters Scaled)
 JQ0294
 JQ0294                          SUPERSEDED SURVEY CONTROL
 JQ0294
 JQ0294  NGVD 29 (??/??/92) 1468.956  (m)         4819.40   (f) ADJ UNCH    1 2
 JQ0294
 JQ0294.Superseded values are not recommended for survey control.
 JQ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0294.See file dsdata.txt to determine how the superseded data were derived.
 JQ0294
 JQ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC444142(NAD 83)
 JQ0294_MARKER: DR = REFERENCE MARK DISK
 JQ0294_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0294_SP_SET: OUTCROP
 JQ0294_STAMPING: MCLEANS NO 2 1950
 JQ0294_MARK LOGO: CGS   
 JQ0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0294+STABILITY: POSITION/ELEVATION WELL
 JQ0294
 JQ0294  HISTORY     - Date     Condition        Report By
 JQ0294  HISTORY     - 1950     MONUMENTED       CGS
 JQ0294  HISTORY     - 1953     GOOD             NGS
 JQ0294  HISTORY     - 1984     GOOD             NGS
 JQ0294
 JQ0294                          STATION DESCRIPTION
 JQ0294
 JQ0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0294'15.5 MI E FROM COALDALE.
 JQ0294'15.5 MILES EAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF THE
 JQ0294'HIGHWAYS AT COALDALE, ON TOP OF A LOW ROCKY HILL, 301 1/2 FEET
 JQ0294'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 25.7 FEET SOUTHWEST OF
 JQ0294'MCLEANS R.M. 1, 12.8 FEET SOUTHEAST OF MCLEANS TRIANGULATION STATION,
 JQ0294'ABOUT 25 FEET HIGHER THAN THE HIGHWAY, AT THE EDGE OF A STEEP BANK,
 JQ0294'AND IN THE TOP OF AN OUTCROP.
 JQ0294
 JQ0294                          STATION RECOVERY (1984)
 JQ0294
 JQ0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0294'RECOVERED IN GOOD CONDITION.
 JQ0294'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 JQ0294'THE MARK IS 4.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0448 ***********************************************************************
 KQ0448  DESIGNATION -  MCLEOD
 KQ0448  PID         -  KQ0448
 KQ0448  STATE/COUNTY-  NV/NYE
 KQ0448  USGS QUAD   -  MILLETT RANCH (1988)
 KQ0448
 KQ0448                         *CURRENT SURVEY CONTROL
 KQ0448  ___________________________________________________________________
 KQ0448* NAD 83(1994)-  39 03 59.48445(N)    117 08 50.24983(W)     ADJUSTED  
 KQ0448* NAVD 88     -      1687.     (meters)    5535.     (feet)  SCALED    
 KQ0448  ___________________________________________________________________
 KQ0448  LAPLACE CORR-          -7.60  (seconds)                    DEFLEC99
 KQ0448  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 KQ0448
 KQ0448  HORZ ORDER  -  SECOND
 KQ0448
 KQ0448.The horizontal coordinates were established by classical geodetic methods
 KQ0448.and adjusted by the National Geodetic Survey in June 1998..
 KQ0448
 KQ0448.The orthometric height was scaled from a topographic map.
 KQ0448
 KQ0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0448
 KQ0448.The geoid height was determined by GEOID03.
 KQ0448
 KQ0448;                    North         East     Units Scale Factor Converg.
 KQ0448;SPC NV C     - 6,479,092.869   458,408.261   MT  0.99992129   -0 18 10.5
 KQ0448;SPC NV C     -21,256,823.85  1,503,961.10   sFT  0.99992129   -0 18 10.5
 KQ0448;SPC NV E     - 8,480,147.221    64,656.911   MT  1.00012549   -0 59 08.8
 KQ0448;SPC NV E     -27,821,949.67    212,128.55   sFT  1.00012549   -0 59 08.8
 KQ0448;UTM  11      - 4,324,169.127   487,257.709   MT  0.99960200   -0 05 34.2
 KQ0448
 KQ0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0448!SPC NV C     -   0.99973888  x   0.99992129  =   0.99966019
 KQ0448!SPC NV E     -   0.99973888  x   1.00012549  =   0.99986434
 KQ0448!UTM  11      -   0.99973888  x   0.99960200  =   0.99934099
 KQ0448
 KQ0448|---------------------------------------------------------------------|
 KQ0448| PID    Reference Object                     Distance      Geod. Az  |
 KQ0448|                                                           dddmmss.s |
 KQ0448| KQ0283 M 126                                10.410 METERS 03146     |
 KQ0448| KQ0447 HOODOO                              APPROX. 8.1 KM 0800545.4 |
 KQ0448| DB2074 MCLEOD RM 1                           9.911 METERS 15728     |
 KQ0448|---------------------------------------------------------------------|
 KQ0448
 KQ0448                          SUPERSEDED SURVEY CONTROL
 KQ0448
 KQ0448  NAD 83(1986)-  39 03 59.48740(N)    117 08 50.24676(W) AD(       ) 2
 KQ0448  NAD 27      -  39 03 59.74612(N)    117 08 46.93152(W) AD(       ) 2
 KQ0448
 KQ0448.Superseded values are not recommended for survey control.
 KQ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0448.See file dsdata.txt to determine how the superseded data were derived.
 KQ0448
 KQ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD8725824169(NAD 83)
 KQ0448_MARKER: DD = SURVEY DISK
 KQ0448_SETTING: 80 = SET IN A BOULDER
 KQ0448_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KQ0448
 KQ0448  HISTORY     - Date     Condition        Report By
 KQ0448  HISTORY     - 1971     MONUMENTED       USGS
 KQ0448
 KQ0448                          STATION DESCRIPTION
 KQ0448
 KQ0448'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 KQ0448'NO INSTRUMENT STAND USED.
 KQ0448'
 KQ0448'LOCATED ABOUT 30 MI S. OF AUSTIN.  25 MI N. OF ROUND
 KQ0448'MOUNTAIN.  1.5 MI N. OF MC LEOD RANCH.  0.2 MI E. OF HIGHWAY
 KQ0448'8-A.  100 FT SW. OF A RD. X-ING.
 KQ0448'
 KQ0448'TO REACH FROM ROUND MOUNTAIN GO 2.7 MI W. TO JUNCTION HIGHWAY
 KQ0448'8-A.  THENCE N. ALONG HIGHWAY 8-A FOR 25.0 MI.  THENCE NE. ALONG
 KQ0448'A GRAVEL RD. 0.3 MI TO A X-RD.  STATION MARK IS 100 FT SW. OF
 KQ0448'THE RD. JCT.
 KQ0448'
 KQ0448'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED MC LEOD
 KQ0448'1971, CEMENTED INTO DRILL HOLE IN BOULDER.
 KQ0448'
 KQ0448'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED MC LEOD
 KQ0448'NO 1 1971 CEMENTED INTO DRILL HOLE IN BOULDER, 0.7 FT BELOW
 KQ0448'STATION MARK.
 KQ0448'
 KQ0448'BM M 126 1934--A STANDARD USC AND GS TABLET STAMPED BM M 126 1934
 KQ0448'SET IN A CONC. POST PROJECTING 0.8 FT ABOVE GROUND, 0.582 FT
 KQ0448'ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR2525 ***********************************************************************
 HR2525  DESIGNATION -  MCNETT
 HR2525  PID         -  HR2525
 HR2525  STATE/COUNTY-  NV/ESMERALDA
 HR2525  USGS QUAD   -  DAVIS MOUNTAIN (1994)
 HR2525
 HR2525                         *CURRENT SURVEY CONTROL
 HR2525  ___________________________________________________________________
 HR2525* NAD 83(1994)-  37 48 06.20312(N)    118 07 59.74618(W)     ADJUSTED  
 HR2525* NAVD 88     -      1582.     (meters)    5190.     (feet)  SCALED    
 HR2525  ___________________________________________________________________
 HR2525  LAPLACE CORR-         -10.03  (seconds)                    DEFLEC99
 HR2525  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 HR2525
 HR2525  HORZ ORDER  -  THIRD
 HR2525
 HR2525.The horizontal coordinates were established by classical geodetic methods
 HR2525.and adjusted by the National Geodetic Survey in June 1998..
 HR2525
 HR2525.The orthometric height was scaled from a topographic map.
 HR2525
 HR2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2525
 HR2525.The geoid height was determined by GEOID03.
 HR2525
 HR2525;                    North         East     Units Scale Factor Converg.
 HR2525;SPC NV W     - 4,338,693.571   839,633.135   MT  0.99991934   +0 16 33.1
 HR2525;SPC NV W     -14,234,530.49  2,754,696.38   sFT  0.99991934   +0 16 33.1
 HR2525;SPC CA 3     -   647,101.869 2,208,397.898   MT  0.99992957   +1 26 56.4
 HR2525;SPC CA 3     - 2,123,033.38  7,245,385.44   sFT  0.99992957   +1 26 56.4
 HR2525;UTM  11      - 4,184,420.948   400,233.625   MT  0.99972259   -0 41 40.8
 HR2525
 HR2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2525!SPC NV W     -   0.99975579  x   0.99991934  =   0.99967514
 HR2525!SPC CA 3     -   0.99975579  x   0.99992957  =   0.99968537
 HR2525!UTM  11      -   0.99975579  x   0.99972259  =   0.99947844
 HR2525
 HR2525:                Primary Azimuth Mark                     Grid Az
 HR2525:SPC NV W     -  SAND                                     139 08 19.5
 HR2525:SPC CA 3     -  SAND                                     137 57 56.2
 HR2525:UTM  11      -  SAND                                     140 06 33.4
 HR2525
 HR2525|---------------------------------------------------------------------|
 HR2525| PID    Reference Object                     Distance      Geod. Az  |
 HR2525|                                                           dddmmss.s |
 HR2525| HR2516 SAND                                APPROX. 5.0 KM 1392452.6 |
 HR2525|---------------------------------------------------------------------|
 HR2525
 HR2525                          SUPERSEDED SURVEY CONTROL
 HR2525
 HR2525  NAD 83(1992)-  37 48 06.19764(N)    118 07 59.74413(W) AD(       ) 3
 HR2525  NAD 83(1986)-  37 48 06.21020(N)    118 07 59.73584(W) AD(       ) 3
 HR2525  NAD 27      -  37 48 06.42200(N)    118 07 56.36900(W) AD(       ) 3
 HR2525
 HR2525.Superseded values are not recommended for survey control.
 HR2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2525.See file dsdata.txt to determine how the superseded data were derived.
 HR2525
 HR2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB0023484421(NAD 83)
 HR2525
 HR2525  HISTORY     - Date     Condition        Report By
 HR2525  HISTORY     - 1895     MONUMENTED       CGS
 HR2525
 HR2525                          STATION DESCRIPTION
 HR2525
 HR2525'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HR2525'STATION IS ABOUT 20 YARDS FROM THE ROAD (ON THE S SIDE) FROM
 HR2525'MC NETTS TO CHIATORCHS RANCH AND 1-1/2 MILES FROM MC NETTS HOUSE.
 HR2525'
 HR2525'STATION IS MARKED BY DRILL HOLE IN LARGE BOULDER AND POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0941 ***********************************************************************
 GR0941  DESIGNATION -  MEAD RM 1
 GR0941  PID         -  GR0941
 GR0941  STATE/COUNTY-  NV/CLARK
 GR0941  USGS QUAD   -  VALLEY (1982)
 GR0941
 GR0941                         *CURRENT SURVEY CONTROL
 GR0941  ___________________________________________________________________
 GR0941* NAD 83(1986)-  36 16 00.     (N)    115 00 32.     (W)     SCALED    
 GR0941* NAVD 88     -       591.486  (meters)    1940.57   (feet)  POSTED    
 GR0941  ___________________________________________________________________
 GR0941  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 GR0941  DYNAMIC HT  -         590.890 (meters)    1938.61  (feet)  COMP
 GR0941  MODELED GRAV-     979,604.0   (mgal)                       NAVD 88
 GR0941
 GR0941  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0941
 GR0941.The horizontal coordinates were scaled from a topographic map and have
 GR0941.an estimated accuracy of +/- 6 seconds.
 GR0941
 GR0941.The orthometric height was determined by differential leveling
 GR0941.and adjusted by the National Geodetic Survey in 1992..
 GR0941.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0941.rate of 0.0 thru 1.0 mm/km.
 GR0941
 GR0941.The geoid height was determined by GEOID03.
 GR0941
 GR0941.The dynamic height is computed by dividing the NAVD 88
 GR0941.geopotential number by the normal gravity value computed on the
 GR0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0941.degrees latitude (g = 980.6199 gals.).
 GR0941
 GR0941.The modeled gravity was interpolated from observed gravity values.
 GR0941
 GR0941;                    North         East    Units  Estimated Accuracy
 GR0941;SPC NV E     - 8,168,410.      251,610.      MT  (+/- 180 meters Scaled)
 GR0941
 GR0941                          SUPERSEDED SURVEY CONTROL
 GR0941
 GR0941  NGVD 29 (??/??/92)  590.777  (m)         1938.24   (f) ADJ UNCH    1 2
 GR0941
 GR0941.Superseded values are not recommended for survey control.
 GR0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0941.See file dsdata.txt to determine how the superseded data were derived.
 GR0941
 GR0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA788153(NAD 83)
 GR0941_MARKER: DR = REFERENCE MARK DISK
 GR0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0941_STAMPING: MEAD NO 1 1957
 GR0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0941+STABILITY: SURFACE MOTION
 GR0941
 GR0941  HISTORY     - Date     Condition        Report By
 GR0941  HISTORY     - 1957     MONUMENTED       CGS
 GR0941  HISTORY     - 1963     GOOD             NGS
 GR0941
 GR0941                          STATION DESCRIPTION
 GR0941
 GR0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0941'10.0 MI NE FROM LAS VEGAS.
 GR0941'10.0 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 GR0941'RAILROAD STATION AT LAS VEGAS, AT THE JUNCTION OF AN ASPHALT ROAD
 GR0941'LEADING SOUTHEAST TO LAKE MEAD BASE, 31.0 FEET NORTHEAST OF BENCH MARK
 GR0941'S 166, 45.6 FEET NORTH-NORTHEAST OF MEAD R.M. 2, 16 1/2 FEET SOUTHWEST
 GR0941'OF THE EXTENDED CENTER LINE OF THE ROAD LEADING SOUTHEAST, 106 FEET
 GR0941'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1/2 FOOT LOWER THAN
 GR0941'BENCH MARK S 166, ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY AND SET IN
 GR0941'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0942 ***********************************************************************
 GR0942  DESIGNATION -  MEAD RM 2
 GR0942  PID         -  GR0942
 GR0942  STATE/COUNTY-  NV/CLARK
 GR0942  USGS QUAD   -  VALLEY (1982)
 GR0942
 GR0942                         *CURRENT SURVEY CONTROL
 GR0942  ___________________________________________________________________
 GR0942* NAD 83(1986)-  36 15 59.     (N)    115 00 32.     (W)     SCALED    
 GR0942* NAVD 88     -       591.253  (meters)    1939.80   (feet)  POSTED    
 GR0942  ___________________________________________________________________
 GR0942  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 GR0942  DYNAMIC HT  -         590.660 (meters)    1937.86  (feet)  COMP
 GR0942  MODELED GRAV-     979,604.0   (mgal)                       NAVD 88
 GR0942
 GR0942  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0942
 GR0942.The horizontal coordinates were scaled from a topographic map and have
 GR0942.an estimated accuracy of +/- 6 seconds.
 GR0942
 GR0942.The orthometric height was determined by differential leveling
 GR0942.and adjusted by the National Geodetic Survey in 1992..
 GR0942.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0942.rate of 0.0 thru 1.0 mm/km.
 GR0942
 GR0942.The geoid height was determined by GEOID03.
 GR0942
 GR0942.The dynamic height is computed by dividing the NAVD 88
 GR0942.geopotential number by the normal gravity value computed on the
 GR0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0942.degrees latitude (g = 980.6199 gals.).
 GR0942
 GR0942.The modeled gravity was interpolated from observed gravity values.
 GR0942
 GR0942;                    North         East    Units  Estimated Accuracy
 GR0942;SPC NV E     - 8,168,380.      251,610.      MT  (+/- 180 meters Scaled)
 GR0942
 GR0942                          SUPERSEDED SURVEY CONTROL
 GR0942
 GR0942  NGVD 29 (??/??/92)  590.544  (m)         1937.48   (f) ADJ UNCH    1 2
 GR0942
 GR0942.Superseded values are not recommended for survey control.
 GR0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0942.See file dsdata.txt to determine how the superseded data were derived.
 GR0942
 GR0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA788153(NAD 83)
 GR0942_MARKER: DR = REFERENCE MARK DISK
 GR0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0942_STAMPING: MEAD NO 2 1957
 GR0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0942+STABILITY: SURFACE MOTION
 GR0942
 GR0942  HISTORY     - Date     Condition        Report By
 GR0942  HISTORY     - 1957     MONUMENTED       CGS
 GR0942  HISTORY     - 1963     GOOD             NGS
 GR0942
 GR0942                          STATION DESCRIPTION
 GR0942
 GR0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0942'10.0 MI NE FROM LAS VEGAS.
 GR0942'10.0 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 GR0942'RAILROAD STATION AT LAS VEGAS, AT THE JUNCTION OF AN ASPHALT ROAD
 GR0942'LEADING SOUTHEAST TO LAKE MEAD BASE, 136 1/2 FEET SOUTHEAST OF THE
 GR0942'CENTER LINE OF THE HIGHWAY, 30.5 FEET SOUTHEAST OF BENCH MARK S 166,
 GR0942'29.9 FEET NORTHEAST OF THE EAST CORNER OF A LARGE LAKE MEAD BASE SIGN,
 GR0942'45.6 FEET SOUTH-SOUTHWEST OF MEAD R.M. 1, 2 1/2 FEET LOWER THAN THE
 GR0942'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 GR0942'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0323 ***********************************************************************
 HP0323  DESIGNATION -  MEADOW
 HP0323  PID         -  HP0323
 HP0323  STATE/COUNTY-  NV/LINCOLN
 HP0323  USGS QUAD   -  ELGIN (1980)
 HP0323
 HP0323                         *CURRENT SURVEY CONTROL
 HP0323  ___________________________________________________________________
 HP0323* NAD 83(1994)-  37 15 20.37944(N)    114 35 06.06411(W)     ADJUSTED  
 HP0323* NAVD 88     -      1731.0    (meters)    5679.     (feet)  VERTCON   
 HP0323  ___________________________________________________________________
 HP0323  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 HP0323  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 HP0323
 HP0323  HORZ ORDER  -  FIRST
 HP0323
 HP0323.The horizontal coordinates were established by classical geodetic methods
 HP0323.and adjusted by the National Geodetic Survey in June 1998..
 HP0323
 HP0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0323
 HP0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0323
 HP0323.The geoid height was determined by GEOID03.
 HP0323
 HP0323;                    North         East     Units Scale Factor Converg.
 HP0323;SPC NV E     - 8,278,465.173   288,555.685   MT  0.99999657   +0 36 15.8
 HP0323;SPC NV E     -27,160,264.49    946,703.11   sFT  0.99999657   +0 36 15.8
 HP0323;UTM  11      - 4,125,967.614   714,171.151   MT  1.00016507   +1 27 45.1
 HP0323
 HP0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0323!SPC NV E     -   0.99973238  x   0.99999657  =   0.99972896
 HP0323!UTM  11      -   0.99973238  x   1.00016507  =   0.99989741
 HP0323
 HP0323:                Primary Azimuth Mark                     Grid Az
 HP0323:SPC NV E     -  MEADOW AZ MK                             010 31 00.2
 HP0323:UTM  11      -  MEADOW AZ MK                             009 39 30.9
 HP0323
 HP0323|---------------------------------------------------------------------|
 HP0323| PID    Reference Object                     Distance      Geod. Az  |
 HP0323|                                                           dddmmss.s |
 HP0323| DD5404 MEADOW AZ MK                                       0110716.0 |
 HP0323| DD5405 MEADOW RM 1                          10.333 METERS 08922     |
 HP0323| GR1903 LOS ANGELES SALT LAKE AIRWAY BEACON APPROX.80.1 KM 1880305.2 |
 HP0323| GR1883 LOS ANGELES SALT LK AWY BCN 28      APPROX.92.4 KM 1935553.4 |
 HP0323| HP0326 SLIDY                               APPROX.28.1 KM 3365017.2 |
 HP0323| DD5406 MEADOW RM 2                           3.828 METERS 34132     |
 HP0323|---------------------------------------------------------------------|
 HP0323
 HP0323                          SUPERSEDED SURVEY CONTROL
 HP0323
 HP0323  NAD 83(1994)-  37 15 20.37937(N)    114 35 06.06349(W) AD(       ) 1
 HP0323  NAD 83(1992)-  37 15 20.37404(N)    114 35 06.06213(W) AD(       ) 1
 HP0323  NAD 83(1986)-  37 15 20.37266(N)    114 35 06.06176(W) AD(       ) 1
 HP0323  NAD 27      -  37 15 20.48800(N)    114 35 03.08500(W) AD(       ) 1
 HP0323  NGVD 29 (07/19/86) 1730.1    (m)         5676.     (f) VERT ANG       
 HP0323
 HP0323.Superseded values are not recommended for survey control.
 HP0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0323.See file dsdata.txt to determine how the superseded data were derived.
 HP0323
 HP0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB1417125968(NAD 83)
 HP0323_MARKER: DS = TRIANGULATION STATION DISK
 HP0323_SETTING: 66 = SET IN ROCK OUTCROP
 HP0323_SP_SET: PARTIALLY EXPOSED BEDROCK
 HP0323
 HP0323  HISTORY     - Date     Condition        Report By
 HP0323  HISTORY     - 1944     MONUMENTED       CGS
 HP0323  HISTORY     - 1963     GOOD             AMS
 HP0323  HISTORY     - 1969     GOOD             USGS
 HP0323
 HP0323                          STATION DESCRIPTION
 HP0323
 HP0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0323'STATION IS LOCATED ABOUT 7-1/2 MILES SW OF ELGIN, 12 MILES
 HP0323'NW OF CARP, AND 3 MILES (AIR LINE) SW OF THE SUMMIT OF THE
 HP0323'ELGIN-CARP ROAD PASS.  IT IS ON THE HIGHEST PEAK OF A PROMINENT
 HP0323'GROUP OF HILLS LYING BETWEEN KANE SPRINGS WASH AND MEADOW
 HP0323'VALLEY WASH.  THE HILL HAS FOUR KNOBS ALONG THE TOP OF A
 HP0323'RIDGE-LIKE SUMMIT AND THE STATION IS ON THE HIGHEST KNOB AT THE S
 HP0323'END OF THE SUMMIT.
 HP0323'
 HP0323'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK 4 INCHES
 HP0323'BELOW SURROUNDING SURFACE.  IT IS STAMPED MEADOW 1944.
 HP0323'
 HP0323'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 HP0323'HOLE IN A BOULDER PROJECTING 1-1/2 FEET.  IT IS 8 FEET LOWER
 HP0323'IN ELEVATION THAN THE STATION MARK AND IS STAMPED MEADOW NO 1
 HP0323'1944.
 HP0323'
 HP0323'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 HP0323'HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND IN THE DIRECTION
 HP0323'OF THE STATION.  IT IS STAMPED MEADOW NO 2 1944.
 HP0323'
 HP0323'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE
 HP0323'IN BEDROCK.  IT IS 2-1/2 PACES W OF A 4-FOOT ROCK CAIRN, ON
 HP0323'THE N KNOB OF THE FOUR-KNOB RIDGE, AND IS STAMPED MEADOW 1944.
 HP0323'
 HP0323'TO REACH STATION FROM ELGIN, TAKE ROAD TOWARD CARP, DOWN WASH,
 HP0323'FOR 0.1 MILE, THENCE TAKE RIGHT FORK AND FOLLOW ROAD 6.9 MILES
 HP0323'TO SUMMIT OF PASS AND END OF TRUCK TRAVEL.  PACK W (RIGHT)
 HP0323'UP TO TOP OF FIRST HILL APPROXIMATELY 1/2 MILE AND CONTINUE
 HP0323'SW ALONG MAIN CREST, GOING UNTIL ABRUPT DROP-OFF.  STATION
 HP0323'SITE CAN BE SEEN FROM HERE ON THE S PEAK OF RIDGE HAVING FOUR
 HP0323'PEAKS.  CONTINUE DOWN A BOULDER LEDGE THROUGH SMALL SADDLE TO
 HP0323'LEFT OF LARGE ROCK STANDING ON EDGE.  PROCEED SW OVER SEVERAL
 HP0323'HILLS FOR APPROXIMATELY 2 MILES TO THE HIGHEST POINT AT THE
 HP0323'S END OF A FOUR-KNOB RIDGE-LIKE MOUNTAIN TOP AND STATION.
 HP0323'A 2-HOUR PACK.
 HP0323'
 HP0323'HEIGHT OF LIGHT ABOVE STATION MARK - 0.64 METER.
 HP0323
 HP0323                          STATION RECOVERY (1963)
 HP0323
 HP0323'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1963
 HP0323'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 HP0323'
 HP0323'DUE TO CHANGES IN ROAD ALIGNMENT THE ORIGINAL TO REACH DESCRIPTION
 HP0323'IS NO LONGER SATISFACTORY AND SHOULD BE CORRECTED AS FOLLOWS--FROM
 HP0323'THE WATER TANK IN ELGIN, GO SW 0.05 MILE, CROSSING RAILROAD
 HP0323'TRACKS, TO ROAD INTERSECTION.  TURN LEFT, SE, AND GO 0.35 MILE
 HP0323'TO ROAD FORK.  TURN RIGHT AND GO SW 3.4 MILES TO ROAD FORK.
 HP0323'TURN RIGHT, W, AND GO 0.3 MILE TO A CROSSROAD.  TURN LEFT,
 HP0323'S, AND GO ABOUT 2.5 MILES TO SUMMIT OF PASS.
 HP0323'
 HP0323'AN APPROACH FROM THE SOUTH CAN BE MADE FROM ETT TO STATION,
 HP0323'USING A 4-WHEEL DRIVE VEHICLE AND REDUCING THE PACKING TIME
 HP0323'TO ABOUT 30 MINUTES.
 HP0323
 HP0323                          STATION RECOVERY (1969)
 HP0323
 HP0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HP0323'ALL MARKS IN GOOD CONDITION.
 HP0323'
 HP0323'REFERENCE MARK NO. 1--MEASURED 33.90 FT. INSTEAD OF 33.92 FT.
 HP0323'
 HP0323'REFERENCE MARK NO. 2--MEASURED 12.56 FT. INSTEAD OF 13.54 FT.
 HP0323'
 HP0323'REACHED BY HELICOPTER, LAND ON S. POINT OF RIDGE 75 YDS. S. OF
 HP0323'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1059 ***********************************************************************
 GR1059  DESIGNATION -  MEADOWS
 GR1059  PID         -  GR1059
 GR1059  STATE/COUNTY-  NV/CLARK
 GR1059  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1059
 GR1059                         *CURRENT SURVEY CONTROL
 GR1059  ___________________________________________________________________
 GR1059* NAD 83(1994)-  36 08 37.07118(N)    115 09 22.86716(W)     ADJUSTED  
 GR1059* NAVD 88     -       622.20   (+/-2cm)    2041.3    (feet)  VERTCON   
 GR1059  ___________________________________________________________________
 GR1059  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 GR1059  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR1059
 GR1059  HORZ ORDER  -  FIRST
 GR1059  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1059
 GR1059.The horizontal coordinates were established by classical geodetic methods
 GR1059.and adjusted by the National Geodetic Survey in June 1998..
 GR1059
 GR1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1059.The vertical order pertains to the NGVD 29 superseded value.
 GR1059
 GR1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1059
 GR1059.The geoid height was determined by GEOID03.
 GR1059
 GR1059;                    North         East     Units Scale Factor Converg.
 GR1059;SPC NV E     - 8,154,690.656   238,424.548   MT  0.99991819   +0 15 06.6
 GR1059;SPC NV E     -26,754,180.93    782,231.20   sFT  0.99991819   +0 15 06.6
 GR1059;UTM  11      - 4,001,453.736   665,870.568   MT  0.99993901   +1 05 15.5
 GR1059
 GR1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1059!SPC NV E     -   0.99990675  x   0.99991819  =   0.99982495
 GR1059!UTM  11      -   0.99990675  x   0.99993901  =   0.99984577
 GR1059
 GR1059:                Primary Azimuth Mark                     Grid Az
 GR1059:SPC NV E     -  LAS VEGAS UPRR SHOPS CONC STK            008 43 33.8
 GR1059:UTM  11      -  LAS VEGAS UPRR SHOPS CONC STK            007 53 24.9
 GR1059
 GR1059|---------------------------------------------------------------------|
 GR1059| PID    Reference Object                     Distance      Geod. Az  |
 GR1059|                                                           dddmmss.s |
 GR1059| GR1946 LAS VEGAS UPRR SHOPS CONC STK       APPROX. 3.0 KM 0085840.4 |
 GR1059| GR1051 UNION PACIFIC                       APPROX. 3.3 KM 0151753.1 |
 GR1059| GR1891 LOS ANGELES SALT LK AWY BCN 27      APPROX.28.1 KM 0431424.0 |
 GR1059| CC5604 MEADOWS RM 1                         56.059 METERS 22006     |
 GR1059| FS1224 AIRWAY BCN WILSON SUMMIT 23 B       APPROX.33.2 KM 2270526.8 |
 GR1059| GR1950 LAS VEGAS KENO RADIO TOWER          APPROX. 0.8 KM 2292454.9 |
 GR1059| GR1964 AIRWAY BEACON ARDEN 24              APPROX.18.5 KM 2294357.5 |
 GR1059| GR1060 MEADOWS RM 2                         77.986 METERS 28733     |
 GR1059|---------------------------------------------------------------------|
 GR1059
 GR1059                          SUPERSEDED SURVEY CONTROL
 GR1059
 GR1059  NAD 83(1994)-  36 08 37.07158(N)    115 09 22.87138(W) AD(       ) 1
 GR1059  NAD 83(1992)-  36 08 37.07160(N)    115 09 22.87219(W) AD(       ) 1
 GR1059  NAD 83(1992)-  36 08 37.07029(N)    115 09 22.87211(W) AD(       ) 1
 GR1059  NAD 83(1986)-  36 08 37.06462(N)    115 09 22.85526(W) AD(       ) 1
 GR1059  NAD 27      -  36 08 37.17200(N)    115 09 19.85500(W) AD(       ) 1
 GR1059  NGVD 29 (??/??/92)  621.56   (m)         2039.2    (f) COMPUTED    1 2
 GR1059
 GR1059.Superseded values are not recommended for survey control.
 GR1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1059.See file dsdata.txt to determine how the superseded data were derived.
 GR1059
 GR1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6587101454(NAD 83)
 GR1059_MARKER: DS = TRIANGULATION STATION DISK
 GR1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1059_STAMPING: MEADOWS 1947
 GR1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1059+STABILITY: SURFACE MOTION
 GR1059
 GR1059  HISTORY     - Date     Condition        Report By
 GR1059  HISTORY     - 1947     MONUMENTED       CGS
 GR1059  HISTORY     - 1963     MARK NOT FOUND   NGS
 GR1059  HISTORY     - 19670301 MARK NOT FOUND   USGS
 GR1059  HISTORY     - 1972     SEE DESCRIPTION  NGS
 GR1059  HISTORY     - 1975     SEE DESCRIPTION  LVDPW
 GR1059  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1059
 GR1059                          STATION DESCRIPTION
 GR1059
 GR1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 GR1059'THE STATION IS LOCATED IN THE SOUTHERN PART OF THE CITY OF LAS
 GR1059'VEGAS, ON A BOUNDRY POINT OF THE CITY LIMITS.  IT IS IDENTICAL
 GR1059'WITH SECTION CORNER OF SECTIONS 3, 4 9, AND 10 TS 20 S AND 21 S,
 GR1059'R 61 E.  THIS POINT CONSISTUTES THE SOUTHEAST CORNER OF MEADOWS
 GR1059'ADDITION.
 GR1059'
 GR1059'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 GR1059'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE
 GR1059'OF THE GROUND.  IT IS 270 FEET EAST OF U.S. HIGHWAYS NO. 91
 GR1059'AND 45 FEET SOUTHWEST OF A HUGE POWER POLE.  IS STAMPED MEADOWS
 GR1059'1947.
 GR1059'
 GR1059'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 10
 GR1059'INCH SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES AND IS
 GR1059'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  IS 2 FEET
 GR1059'SOUTHEAST OF A POWER POLE CONTAINING A TRANSFORMER, 4 FEET NORTH
 GR1059'EAST OF THE CORNER OF A LARGE BUILDING.  IS STAMPED MEADOWS NO
 GR1059'1 1947.
 GR1059'
 GR1059'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF AN
 GR1059'ABUTMENT OF A CONCRETE CULVERT.  IT IS AT THE EAST END ON THE
 GR1059'CULVERT, 5 FEET NORTH OF THE SOUTH END OF THE ABUTMENT, AND 10
 GR1059'FEET SOUTH OF A LARGE STATE HIGHWAY SPEED LIMIT SIGN.  IS STAMPED
 GR1059'MEADOWS NO 2 1947.
 GR1059'
 GR1059'STATION LAS VEGAS SOUTH BASE MAY BE USED FOR AN AZIMUTH MARK.
 GR1059'
 GR1059'TO REACH THE STATION FROM THE INTERSECTION OF CHARLESTON
 GR1059'BOULEVARD AND MAIN STREET (U.S. HIGHWAY NO. 91) GO SOUTH ON
 GR1059'MAIN STREET FOR 0.7 MILE THENCE TURN LEFT, EAST FOR 0.05 MILE TO
 GR1059'THE STATION.  A DRIVE STATION.
 GR1059
 GR1059                          STATION RECOVERY (1963)
 GR1059
 GR1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR1059'IN LAS VEGAS.
 GR1059'AT LAS VEGAS, AT THE SOUTH CITY LIMITS ALONG U.S. HIGHWAY 91, AT THE
 GR1059'CLUB BINGO, 52.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GR1059'AMERICAN LEGON BUILDING, 45 FEET SOUTHWEST OF POWER LINE POLE 29, 7
 GR1059'FEET WEST OF THE NORTHEAST CORNER OF A PAVED PARKING LOT, 3-1/2 FEET
 GR1059'SOUTHEAST OF A TELEPHONE POLE, 1-1/2 FEET NORTH OF A WHITE GUARD RAIL,
 GR1059'AND SET IN THE TOP OF A CONCRETE POST 0.6 FOOT UNDER THE GROUND.
 GR1059
 GR1059                          STATION RECOVERY (1967)
 GR1059
 GR1059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (RGS)
 GR1059'MARK NOT FOUND.
 GR1059
 GR1059                          STATION RECOVERY (1972)
 GR1059
 GR1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GR1059'THE STATION WAS FOUND IN A 6-INCH STEEL CASING 2 FEET BELOW THE
 GR1059'LEVEL OF LAS VEGAS BLVD SOUTH, 70 PACES EAST OF THE INTERSECTION
 GR1059'OF SAHARA.  IT IS ALONG THE NORTH SIDE OF THE TRAFFIC ISLAND IN
 GR1059'BOTH THE CURBING AND THE STORM DRAIN.
 GR1059'
 GR1059'THE STATION HAS NO REFERENCE MARKS OR AZIMUTH MARK WILL SEE NO
 GR1059'OTHER OBJECTS TO VERIFY ITS POSITION.  NO NOTES CAN BE FOUND AT THE
 GR1059'CITY ENGINEERS OFFICE CONCERNING THE STATION.
 GR1059'
 GR1059'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LAS VEGAS
 GR1059
 GR1059                          STATION RECOVERY (1975)
 GR1059
 GR1059'RECOVERY NOTE BY LAS VEGAS DEPARTMENT OF PUBLIC WORKS 1975 (CDP)
 GR1059'MEADOWS 1947 - GOOD
 GR1059'
 GR1059'AT LAS VEGAS 222 FT SO. OF U.S. 91 ALONG SAHARA AVE. IN THE NORTH
 GR1059'FLOWLINE OF THE TRAFFIC ISLAND CURB AND GUTTER.  THE MARK IS IN
 GR1059'A 6 IN IRON PIPE 1.3 FEET BELOW THE FLOWLINE OF THE GUTTER.
 GR1059'
 GR1059'NO REFERENCES FOUND THIS DATE.  PROBABLY DESTROYED.
 GR1059
 GR1059                          STATION RECOVERY (1996)
 GR1059
 GR1059'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1060 ***********************************************************************
 GR1060  DESIGNATION -  MEADOWS RM 2
 GR1060  PID         -  GR1060
 GR1060  STATE/COUNTY-  NV/CLARK
 GR1060  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1060
 GR1060                         *CURRENT SURVEY CONTROL
 GR1060  ___________________________________________________________________
 GR1060* NAD 83(1986)-  36 08 37.     (N)    115 09 22.     (W)     SCALED    
 GR1060* NAVD 88     -       622.82   (+/-2cm)    2043.4    (feet)  VERTCON   
 GR1060  ___________________________________________________________________
 GR1060  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR1060
 GR1060  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1060
 GR1060.The horizontal coordinates were scaled from a topographic map and have
 GR1060.an estimated accuracy of +/- 6 seconds.
 GR1060
 GR1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1060.The vertical order pertains to the NGVD 29 superseded value.
 GR1060
 GR1060.The geoid height was determined by GEOID03.
 GR1060
 GR1060;                    North         East    Units  Estimated Accuracy
 GR1060;SPC NV E     - 8,154,690.      238,450.      MT  (+/- 180 meters Scaled)
 GR1060
 GR1060                          SUPERSEDED SURVEY CONTROL
 GR1060
 GR1060  NGVD 29 (??/??/92)  622.18   (m)         2041.3    (f) COMPUTED    1 2
 GR1060
 GR1060.Superseded values are not recommended for survey control.
 GR1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1060.See file dsdata.txt to determine how the superseded data were derived.
 GR1060
 GR1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA658014(NAD 83)
 GR1060_MARKER: DR = REFERENCE MARK DISK
 GR1060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR1060_SP_SET: CULVERT
 GR1060_STAMPING: MEADOWS NO 2 1947
 GR1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1060
 GR1060  HISTORY     - Date     Condition        Report By
 GR1060  HISTORY     - 1947     MONUMENTED       CGS
 GR1060  HISTORY     - 1963     MARK NOT FOUND   NGS
 GR1060  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1060
 GR1060                          STATION DESCRIPTION
 GR1060
 GR1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1060'IN LAS VEGAS.
 GR1060'AT LAS VEGAS, AT THE SOUTH CITY LIMITS ALONG U.S. HIGHWAY 91, AT A
 GR1060'24-INCH STEEL PIPE CULVERT, IN THE TOP OF THE CENTER OF THE EAST
 GR1060'CONCRETE HEADWALL, 255.9 FEET NORTHWEST OF TRIANGULATION STATION
 GR1060'MEADOWS, 25-1/2 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY LEADING TO
 GR1060'THE AMERICAN LEGION POST NO.8, 21-1/2 FEET EAST OF THE CENTERLINE OF
 GR1060'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 GR1060
 GR1060                          STATION RECOVERY (1996)
 GR1060
 GR1060'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0775 ***********************************************************************
 MT0775  DESIGNATION -  MELANDCO
 MT0775  PID         -  MT0775
 MT0775  STATE/COUNTY-  NV/ELKO
 MT0775  USGS QUAD   -  MELANDCO (1980)
 MT0775
 MT0775                         *CURRENT SURVEY CONTROL
 MT0775  ___________________________________________________________________
 MT0775* NAD 83(1994)-  41 17 12.47347(N)    114 49 33.04731(W)     ADJUSTED  
 MT0775* NAVD 88     -      1829.2    (meters)    6001.     (feet)  VERTCON   
 MT0775  ___________________________________________________________________
 MT0775  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 MT0775  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 MT0775
 MT0775  HORZ ORDER  -  THIRD
 MT0775
 MT0775.The horizontal coordinates were established by classical geodetic methods
 MT0775.and adjusted by the National Geodetic Survey in June 1998..
 MT0775
 MT0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0775
 MT0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0775
 MT0775.The geoid height was determined by GEOID03.
 MT0775
 MT0775;                    North         East     Units Scale Factor Converg.
 MT0775;SPC NV E     - 8,725,770.009   263,448.141   MT  0.99994953   +0 29 59.4
 MT0775;SPC NV E     -28,627,797.10    864,329.44   sFT  0.99994953   +0 29 59.4
 MT0775;UTM  11      - 4,572,874.973   682,060.487   MT  1.00000794   +1 26 05.9
 MT0775
 MT0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0775!SPC NV E     -   0.99971576  x   0.99994953  =   0.99966530
 MT0775!UTM  11      -   0.99971576  x   1.00000794  =   0.99972370
 MT0775
 MT0775|---------------------------------------------------------------------|
 MT0775| PID    Reference Object                     Distance      Geod. Az  |
 MT0775|                                                           dddmmss.s |
 MT0775| DD5408 MELANDCO RM 2                        17.649 METERS 00819     |
 MT0775| MT0761 WELLS                               APPROX.12.3 KM 1753407.5 |
 MT0775| DD5407 MELANDCO RM 1                        13.988 METERS 26958     |
 MT0775|---------------------------------------------------------------------|
 MT0775
 MT0775                          SUPERSEDED SURVEY CONTROL
 MT0775
 MT0775  NAD 83(1994)-  41 17 12.47212(N)    114 49 33.04637(W) AD(       ) 3
 MT0775  NAD 83(1986)-  41 17 12.46981(N)    114 49 33.04145(W) AD(       ) 3
 MT0775  NAD 27      -  41 17 12.75362(N)    114 49 29.89367(W) AD(       ) 3
 MT0775  NGVD 29 (07/19/86) 1828.0    (m)         5997.     (f) VERT ANG       
 MT0775
 MT0775.Superseded values are not recommended for survey control.
 MT0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0775.See file dsdata.txt to determine how the superseded data were derived.
 MT0775
 MT0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF8206072875(NAD 83)
 MT0775_MARKER: Z = SEE DESCRIPTION
 MT0775_SETTING: 0 = UNSPECIFIED SETTING
 MT0775
 MT0775  HISTORY     - Date     Condition        Report By
 MT0775  HISTORY     - 1967     MONUMENTED       USGS
 MT0775
 MT0775                          STATION DESCRIPTION
 MT0775
 MT0775'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (SHS)
 MT0775'LOCATED ABOUT 15 MI. NNE. OF WELLS.  ON THE W. SIDE OF U.S.
 MT0775'HIGHWAY 93 ON A SLIGHT RISE.
 MT0775'
 MT0775'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 93 ABOUT
 MT0775'1 MI. E. OF WELLS, GO N. ON HIGHWAY 93 FOR 15.2 MI. TO T-RD. W.
 MT0775'TURN LEFT AND GO 0.05 MI.  THEN TURN RIGHT AND GO 100 FT. N.
 MT0775'TO STATION.  STATION IS 187 FT. W. OF HIGHWAY AND 114 FT. N. OF
 MT0775'GRAVEL RD.
 MT0775'
 MT0775'STATION MARK--STANDARD TABLET STAMPED MELANDCO 1967 AND
 MT0775'FASTENED ON THE TOP OF A COPPERWELD ROD FLUSH WITH THE GROUND
 MT0775'AND ENCIRCLED WITH A 7-IN. PLASTIC PIPE, 2 FT. NE. OF METAL
 MT0775'WITNESS POST.
 MT0775'
 MT0775'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 MT0775'R.M. 1 MELANDCO 1967 FASTENED ON TOP OF A COPPERWELD ROD
 MT0775'FLUSH WITH THE GROUND AND ENCIRCLED BY A 7-IN. PLASTIC PIPE.
 MT0775'
 MT0775'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 MT0775'R.M. 2 MELANDCO 1967 FASTENED ON THE TOP OF A COPPERWELD ROD
 MT0775'FLUSH WITH THE GROUND AND ENCIRCLED BY A 7-IN. PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0273 ***********************************************************************
 HQ0273  DESIGNATION -  MELLAN
 HQ0273  PID         -  HQ0273
 HQ0273  STATE/COUNTY-  NV/NYE
 HQ0273  USGS QUAD   -  MELLAN (1988)
 HQ0273
 HQ0273                         *CURRENT SURVEY CONTROL
 HQ0273  ___________________________________________________________________
 HQ0273* NAD 83(1994)-  37 42 33.89299(N)    116 35 10.67926(W)     ADJUSTED  
 HQ0273* NAVD 88     -      1801.810  (meters)    5911.44   (feet)  ADJUSTED  
 HQ0273  ___________________________________________________________________
 HQ0273  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 HQ0273  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 HQ0273  DYNAMIC HT  -        1799.789 (meters)    5904.81  (feet)  COMP
 HQ0273  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 HQ0273
 HQ0273  HORZ ORDER  -  FIRST
 HQ0273  VERT ORDER  -  FIRST     CLASS II
 HQ0273
 HQ0273.The horizontal coordinates were established by classical geodetic methods
 HQ0273.and adjusted by the National Geodetic Survey in June 1998..
 HQ0273
 HQ0273.The orthometric height was determined by differential leveling
 HQ0273.and adjusted by the National Geodetic Survey in June 1991..
 HQ0273
 HQ0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0273
 HQ0273.The geoid height was determined by GEOID03.
 HQ0273
 HQ0273.The dynamic height is computed by dividing the NAVD 88
 HQ0273.geopotential number by the normal gravity value computed on the
 HQ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0273.degrees latitude (g = 980.6199 gals.).
 HQ0273
 HQ0273.The modeled gravity was interpolated from observed gravity values.
 HQ0273
 HQ0273;                    North         East     Units Scale Factor Converg.
 HQ0273;SPC NV C     - 6,328,356.746   507,085.874   MT  0.99990062   +0 02 57.0
 HQ0273;SPC NV C     -20,762,283.76  1,663,664.24   sFT  0.99990062   +0 02 57.0
 HQ0273;UTM  11      - 4,173,655.300   536,464.706   MT  0.99961638   +0 15 11.0
 HQ0273
 HQ0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0273!SPC NV C     -   0.99972133  x   0.99990062  =   0.99962198
 HQ0273!UTM  11      -   0.99972133  x   0.99961638  =   0.99933782
 HQ0273
 HQ0273|---------------------------------------------------------------------|
 HQ0273| PID    Reference Object                     Distance      Geod. Az  |
 HQ0273|                                                           dddmmss.s |
 HQ0273| HQ0274 MELLAN RM 1                           8.529 METERS 15605     |
 HQ0273| HQ0276 B 337                                              1811943.4 |
 HQ0273| HQ0275 MELLAN RM 2                           9.102 METERS 21751     |
 HQ0273| DD5409 MELLAN RM 3 AZIMUTH                                2660026.5 |
 HQ0273|---------------------------------------------------------------------|
 HQ0273
 HQ0273                          SUPERSEDED SURVEY CONTROL
 HQ0273
 HQ0273  NAD 83(1986)-  37 42 33.88950(N)    116 35 10.68751(W) AD(       ) 1
 HQ0273  NAD 27      -  37 42 34.10616(N)    116 35 07.48254(W) AD(       ) 1
 HQ0273  NGVD 29 (07/19/86) 1800.73   (m)         5907.9    (f) LEVELING    3  
 HQ0273
 HQ0273.Superseded values are not recommended for survey control.
 HQ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0273.See file dsdata.txt to determine how the superseded data were derived.
 HQ0273
 HQ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB3646573655(NAD 83)
 HQ0273_MARKER: DS = TRIANGULATION STATION DISK
 HQ0273_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0273_SP_SET: ROCK OUTCROP
 HQ0273_STAMPING: MELLAN 1933
 HQ0273_MARK LOGO: CGS   
 HQ0273_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0273+STABILITY: POSITION/ELEVATION WELL
 HQ0273
 HQ0273  HISTORY     - Date     Condition        Report By
 HQ0273  HISTORY     - 1933     MONUMENTED       CGS
 HQ0273  HISTORY     - 1950     GOOD             CGS
 HQ0273  HISTORY     - 1952     GOOD             AMS
 HQ0273  HISTORY     - 1968     GOOD             CGS
 HQ0273  HISTORY     - 1968     GOOD             NGS
 HQ0273  HISTORY     - 19920623 GOOD             LOCENG
 HQ0273
 HQ0273                          STATION DESCRIPTION
 HQ0273
 HQ0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 HQ0273'THE STATION IS ON A SMALL POINT IN THE DESERT, ABOUT 44 MILES
 HQ0273'ESE OF TONOPAH.  THE MOUNTAIN IS A RIDGE ABOUT 300 FEET LONG
 HQ0273'BREAKING OFF FAIRLY STEEP ON ALL SIDES.  THE STATION IS ON THE
 HQ0273'EASTERN END.
 HQ0273'
 HQ0273'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 HQ0273'OUTCROPPING BEDROCK.  REFERENCE AND
 HQ0273'AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 HQ0273'
 HQ0273'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 1/2 MILE APPROXIMATELY
 HQ0273'(WNW) ON FIRST POINT ACROSS SADDLE.
 HQ0273'
 HQ0273'THE ROCK CAIRN (WITNESS MARK) IS APPROXIMATELY 285 FEET (NW) ON
 HQ0273'THE SAME RIDGE.
 HQ0273'
 HQ0273'REACHED FROM TONOPAH AS FOLLOWS--GO E ON ELY HIGHWAY 3.7
 HQ0273'MILES, TURN RIGHT OFF HIGHWAY, GO 2.4 MILES, TAKE LEFT FORK, GO
 HQ0273'10.3 MILES PASS PINE CREEK WELLS, GO 8.3 MILES PASS WINDMILL.
 HQ0273'TAKE ROAD LEADING E, GO 5.1 MILES TO WELL NO. 1 UNITED CATTLE
 HQ0273'COMPANY.  TURN S GO 4.9 MILES TO EDGE OF DRY LAKE, GO ACROSS LAKE
 HQ0273'2.5 MILES, TAKE RIGHT FORK, GO 3.9 MILES, TAKE LEFT FORK, GO 4.6
 HQ0273'MILES CROSS ROAD, GO 2.6 MILES TO MELLANS HOUSE, TURN LEFT UP
 HQ0273'HILL 0.5 MILE TO A MINE AND THE END OF THE ROAD.  LEAVE TRUCK
 HQ0273'HERE AND GO NE TO THE HIGHEST PART AND THE STATION.  ABOUT 5
 HQ0273'MINUTES PACK.
 HQ0273'
 HQ0273'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS
 HQ0273
 HQ0273                          STATION RECOVERY (1950)
 HQ0273
 HQ0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0273'THIS STATION WAS NOT OCCUPIED BUT OBSERVED UPON FOR CHECK ANGLES.
 HQ0273'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.  THE ROUTE TO
 HQ0273'THE STATION IS NOW OBSOLETE.  A CORRECTED ROUTE TO THE STATION
 HQ0273'IS DESCRIBED BELOW.
 HQ0273'
 HQ0273'THE STATION IS ON A SMALL POINT IN THE DESERT, ABOUT 44 MILES
 HQ0273'EAST SOUTHEAST OF TONOPAH.  THE MOUNTAIN IS A RIDGE ABOUT 300
 HQ0273'FEET LONG THAT BREAKS OFF RATHER STEEPLY ON ALL SIDES.  THE
 HQ0273'STATION IS ON THE EASTERN END.
 HQ0273'
 HQ0273'THE STATION MARK IS A STANDARD BRONZE DISK THAT IS WEDGED IN A
 HQ0273'DRILL HOLE IN OUTCROPPING BEDROCK.
 HQ0273'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 HQ0273'OUTCROPPING BEDROCK.
 HQ0273'
 HQ0273'REFERENCE MARK NUMBER 3 (AZIMUTH MARK) IS APPROXIMATELY 1/2
 HQ0273'MILE WEST NORTHWEST ON FIRST POINT ACROSS SADDLE.
 HQ0273'
 HQ0273'THE ROCK CAIRN (WITNESS MARK) IS APPROXIMATELY 285 FEET NORTHWEST,
 HQ0273'ON THE SAME RIDGE.
 HQ0273'
 HQ0273'THE STATION CAN BE REACHED FROM THE POST OFFICE IN TONOPAH BY GOING
 HQ0273'EAST ON U.S. HIGHWAY 6 FOR 12.0 MILES TO A PAVED ROAD TO THE
 HQ0273'RIGHT.  TURN RIGHT AND FOLLOW THE PAVED ROAD SOUTHERLY AND
 HQ0273'SOUTHEASTERLY FOR 19.4 MILES TO A ROAD FORKS AND THE ENTRANCE TO
 HQ0273'THE BOMBING RANGE.  CONTINUE STRAIGHT AHEAD FOR 2.8 MILES TO THE
 HQ0273'EDGE OF A LAKE BED.  (IN WET WEATHER THE EAST SIDE OF THE LAKE
 HQ0273'SHOULD BE SKIRTED.) CONTINUE SOUTHEASTERLY ACROSS THE LAKE BED
 HQ0273'FOR 1.3 MILES TO THE SOUTHERN EDGE OF THE LAKE.  PICK UP THE
 HQ0273'PAVEMENT AND CONTINUE FOR 3.8 MILES TO A FORK.  TAKE THE LEFT
 HQ0273'FORK, STRAIGHT AHEAD, FOR 2.8 MILES TO A FORK.  TAKE THE
 HQ0273'RIGHT FORK (OILED ROAD) WHICH CONTINUES STRAIGHT AHEAD, THEN
 HQ0273'CURVES TO THE RIGHT FOR 0.2 MILE TO A FORK.  TAKE THE LEFT
 HQ0273'FORK, DIRT ROAD, WHICH LEADS DIRECTLY TOWARD THE STATION HILL
 HQ0273'FOR 4.4 MILES TO SOME OLD MINE BUILDINGS THAT ARE
 HQ0273'NORTHWEST OF THE STATION.  FROM HERE FOLLOW THE DUGOUT
 HQ0273'MINE ROAD UP THE SIDE OF THE HILL TO AN OLD MINE SHAFT AND THE
 HQ0273'END OF TRUCK TRAVEL.  TAKE THE TRAIL AROUND THE SOUTH SIDE OF
 HQ0273'THE HILL, PASSING SMALL MINE SHAFTS AND TUNNELS, TO THE
 HQ0273'TOP OF THE HILL AND THE STATION.
 HQ0273
 HQ0273                          STATION RECOVERY (1952)
 HQ0273
 HQ0273'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ0273'STATION, AND THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 HQ0273'
 HQ0273'THE AZIMUTH MARK WAS NOT VISITED.
 HQ0273'
 HQ0273'THE STATION IS LOCATED AT THE SOUTH END OF AND ON THE HIGHEST
 HQ0273'POINT OF THE HILL.  423 FEET NE OF THE CENTER OF A BUILDING WHICH
 HQ0273'IS NEAR A MINE SHAFT ON THE SW SLOPE OF THE HILL.  118 FEET NW
 HQ0273'OF A PILE OF WHITE TAILINGS WHICH ARE FROM A MINE TEST HOLE OR
 HQ0273'SHAFT.  158 FEET SE OF A SADDLE.  268 FEET SOUTH-EAST SOUTHEAST
 HQ0273'OF A CAIRN OF ROCK WHICH IS 6 FEET HIGH AND 8 FEET IN DIAMETER.
 HQ0273'
 HQ0273'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF AN
 HQ0273'OUTCROPPING BOULDER PROJECTING 0.5 FOOT AND IS STAMPED MELLAN 1933.
 HQ0273
 HQ0273                          STATION RECOVERY (1968)
 HQ0273
 HQ0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0273'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 HQ0273'DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 3 (AZIMUTH
 HQ0273'MARK) WAS SEARCHED FOR BUT COULD NOT BE FOUND AND A NEW AZIMUTH
 HQ0273'MARK (BM B 337) WAS ESTABLISHED AT THIS TIME.  THE DISTANCE AND
 HQ0273'DIRECTION TO REFERENCE MARKS 1 AND 2 CHECKED THE 1933 DATA.
 HQ0273'
 HQ0273'DUE TO ROAD CHANGES, A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 HQ0273'
 HQ0273'STATION IS LOCATED ON THE TONOPAH TEST RANGE AND IS AIRLINE,
 HQ0273'ABOUT 44.0 MILES SOUTHEAST OF TONOPAH.  IT IS ON THE SOUTH END
 HQ0273'OF A LOW, PROMINENT PEAK IN THE DESERT WHICH BREAKS OFF SHARPLY
 HQ0273'ON ALL SIDES.
 HQ0273'
 HQ0273'TO REACH FROM POINT ABLE, WHICH IS THE NORTH GUARD GATE OF THE
 HQ0273'TONOPAH TEST RANGE, GO SOUTHERLY ON A PAVED ROAD FOR 6.9 MILES
 HQ0273'TO THE TEST RANGE HEADQUARTERS ON THE RIGHT, CONTINUE SOUTHERLY
 HQ0273'ON THE PAVED ROAD FOR 1.05 MILES TO A CROSSROAD, TURN LEFT AND GO
 HQ0273'EAST FOR 5.0 MILES TO A 5-WAY INTERSECTION, TURN SHARP RIGHT AND
 HQ0273'GO SOUTH FOR 2.95 MILES TO A FORK AND SIGN MELLAN, KEEP THE
 HQ0273'RIGHT FORK AND CONTINUE SOUTH FOR 0.25 MILE TO A FORK, KEEP THE
 HQ0273'LEFT FORK AND CONTINUE SOUTH FOR 3.5 MILES TO A FORK, KEEP
 HQ0273'THE LEFT FORK FOR 0.65 MILE TO THE REMAINS OF AN OLD MINE CAMP,
 HQ0273'CONTINUE ON THE ROAD FOR 0.05 MILE TO A DIM TRACK ROAD LEFT
 HQ0273'AT THE CREST OF A SMALL SADDLE, (TO REACH THE AZIMUTH MARK (BM B
 HQ0273'337) CONTINUE SOUTHERLY ON THE ROAD FOR 0.1 MILE TO A 3-WAY
 HQ0273'FORK, CONTINUE SOUTHERLY ON THE CENTER ROAD FOR 0.8 MILE TO
 HQ0273'THE MARK ON THE RIGHT.) TURN LEFT AND FOLLOW THE WINDING
 HQ0273'ROAD UPHILL, EAST AND SOUTH, FOR 0.5 MILE TO AN OLD MINE
 HQ0273'SHAFT, AN OLD BUILDING AND THE END OF TRUCK TRAVEL.  PACK
 HQ0273'EASTERLY UP STEEP SLOPE FOR ABOUT 10 MINUTES TO THE HIGHEST
 HQ0273'PART AND THE STATION.
 HQ0273'
 HQ0273'STATION MARK IS A STANDARD DISK, STAMPED MELLAN 1933, CEMENTED IN
 HQ0273'A DRILL HOLE IN AN OUTCROP.  IT IS ON THE SOUTH END OF THE RIDGE.
 HQ0273'
 HQ0273'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MELLAN NO 1 1933,
 HQ0273'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH THE
 HQ0273'SURFACE AND IS ABOUT 18-INCHES LOWER THAN THE STATION MARK.
 HQ0273'
 HQ0273'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MELLAN NO 2 1933,
 HQ0273'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH THE
 HQ0273'SURFACE AND IS ABOUT 4.0 FEET LOWER THAN THE STATION MARK.
 HQ0273'
 HQ0273'AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED B 337 1952,
 HQ0273'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 HQ0273'ABOUT 10-INCHES ABOVE THE GROUND SURFACE.  IT IS 60.0 FEET WEST
 HQ0273'OF THE CENTER OF A TRACK ROAD, 45.0 FEET EAST OF THE CENTER OF A
 HQ0273'TRACK ROAD AND 3.0 FEET EAST OF A WOODEN WITNESS POST.
 HQ0273'
 HQ0273'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 FEET.
 HQ0273'
 HQ0273'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--44 MILES
 HQ0273'EAST-SOUTHEAST OF TONOPAH.
 HQ0273
 HQ0273                          STATION RECOVERY (1968)
 HQ0273
 HQ0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HQ0273'44 MI ESE FROM TONOPAH.
 HQ0273'44.0 MILES SOUTHEAST OF TONOPAH.  SOUTH END OF A LOW, PROMINENT
 HQ0273'PEAK IN THE DESERT WHICH BREAKS OFF SHARPLY ON ALL SIDES.  TO
 HQ0273'REACH FROM POINT ABLE, WHICH IS THE NORTH GUARD GATE OF THE
 HQ0273'TONOPAH TEST RANGE, GO SOUTHERLY ON A PAVED ROAD FOR 6.9 MILES
 HQ0273'TO THE TEST RANGE HEADQUARTERS ON THE RIGHT, CONTINUE SOUTHERLY
 HQ0273'ON THE PAVED ROAD FOR 1.05 MILES TO A CROSSROAD, TURN LEFT AND
 HQ0273'GO ESAT FOR 5.0 MILES TO A 5 WAY INTERSECTION, TURN SHARP RIGHT
 HQ0273'AND GO SOUTH FOR 2.95 MILES TO A FORK AND SIGN MELLAN, KEEP THE
 HQ0273'RIGHT FORK AND CONTINUE SOUTH FOR 0.25 MILE TO A FORK, KEEP THE
 HQ0273'LEFT FORK AND CONTINUE SOUTH FOR 3.5 MILES TO A FORK, KEEP THE
 HQ0273'LEFT FORK FOR 0.65 MILE TO THE REMAINS OF AN OLD MINE CAMP,
 HQ0273'CONTINUE ON THE ROAD FOR 0.05 MILE TO A DIM TRACK ROAD LEFT
 HQ0273'AT THE CREST OF A SMALL SADDLE.  CEMENTED IN A DRILL HOLE IN
 HQ0273'AN OUTCROP.  SOUTH END OF THE RIDGE.
 HQ0273
 HQ0273                          STATION RECOVERY (1992)
 HQ0273
 HQ0273'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0274 ***********************************************************************
 HQ0274  DESIGNATION -  MELLAN RM 1
 HQ0274  PID         -  HQ0274
 HQ0274  STATE/COUNTY-  NV/NYE
 HQ0274  USGS QUAD   -  MELLAN (1988)
 HQ0274
 HQ0274                         *CURRENT SURVEY CONTROL
 HQ0274  ___________________________________________________________________
 HQ0274* NAD 83(1986)-  37 42 34.     (N)    116 35 10.     (W)     SCALED    
 HQ0274* NAVD 88     -      1801.489  (meters)    5910.39   (feet)  ADJUSTED  
 HQ0274  ___________________________________________________________________
 HQ0274  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 HQ0274  DYNAMIC HT  -        1799.469 (meters)    5903.76  (feet)  COMP
 HQ0274  MODELED GRAV-     979,444.0   (mgal)                       NAVD 88
 HQ0274
 HQ0274  VERT ORDER  -  FIRST     CLASS II
 HQ0274
 HQ0274.The horizontal coordinates were scaled from a topographic map and have
 HQ0274.an estimated accuracy of +/- 6 seconds.
 HQ0274
 HQ0274.The orthometric height was determined by differential leveling
 HQ0274.and adjusted by the National Geodetic Survey in June 1991..
 HQ0274
 HQ0274.The geoid height was determined by GEOID03.
 HQ0274
 HQ0274.The dynamic height is computed by dividing the NAVD 88
 HQ0274.geopotential number by the normal gravity value computed on the
 HQ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0274.degrees latitude (g = 980.6199 gals.).
 HQ0274
 HQ0274.The modeled gravity was interpolated from observed gravity values.
 HQ0274
 HQ0274;                    North         East    Units  Estimated Accuracy
 HQ0274;SPC NV C     - 6,328,360.      507,100.      MT  (+/- 180 meters Scaled)
 HQ0274
 HQ0274                          SUPERSEDED SURVEY CONTROL
 HQ0274
 HQ0274.No superseded survey control is available for this station.
 HQ0274
 HQ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB364736(NAD 83)
 HQ0274_MARKER: DR = REFERENCE MARK DISK
 HQ0274_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0274_SP_SET: ROCK OUTCROP
 HQ0274_STAMPING: MELLAN NO 1 1933
 HQ0274_MARK LOGO: CGS   
 HQ0274_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0274+STABILITY: POSITION/ELEVATION WELL
 HQ0274
 HQ0274  HISTORY     - Date     Condition        Report By
 HQ0274  HISTORY     - 1933     MONUMENTED       CGS
 HQ0274  HISTORY     - 1968     GOOD             NGS
 HQ0274  HISTORY     - 19920623 GOOD             LOCENG
 HQ0274
 HQ0274                          STATION DESCRIPTION
 HQ0274
 HQ0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0274'44 MI ESE FROM TONOPAH.
 HQ0274'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH THE
 HQ0274'SURFACE AND IS ABOUT 18 INCHES LOWER THAN THE STATION MARK.
 HQ0274
 HQ0274                          STATION RECOVERY (1992)
 HQ0274
 HQ0274'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0275 ***********************************************************************
 HQ0275  DESIGNATION -  MELLAN RM 2
 HQ0275  PID         -  HQ0275
 HQ0275  STATE/COUNTY-  NV/NYE
 HQ0275  USGS QUAD   -  MELLAN (1988)
 HQ0275
 HQ0275                         *CURRENT SURVEY CONTROL
 HQ0275  ___________________________________________________________________
 HQ0275* NAD 83(1986)-  37 42 34.     (N)    116 35 11.     (W)     SCALED    
 HQ0275* NAVD 88     -      1800.442  (meters)    5906.95   (feet)  ADJUSTED  
 HQ0275  ___________________________________________________________________
 HQ0275  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 HQ0275  DYNAMIC HT  -        1798.423 (meters)    5900.33  (feet)  COMP
 HQ0275  MODELED GRAV-     979,444.0   (mgal)                       NAVD 88
 HQ0275
 HQ0275  VERT ORDER  -  FIRST     CLASS II
 HQ0275
 HQ0275.The horizontal coordinates were scaled from a topographic map and have
 HQ0275.an estimated accuracy of +/- 6 seconds.
 HQ0275
 HQ0275.The orthometric height was determined by differential leveling
 HQ0275.and adjusted by the National Geodetic Survey in June 1991..
 HQ0275
 HQ0275.The geoid height was determined by GEOID03.
 HQ0275
 HQ0275.The dynamic height is computed by dividing the NAVD 88
 HQ0275.geopotential number by the normal gravity value computed on the
 HQ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0275.degrees latitude (g = 980.6199 gals.).
 HQ0275
 HQ0275.The modeled gravity was interpolated from observed gravity values.
 HQ0275
 HQ0275;                    North         East    Units  Estimated Accuracy
 HQ0275;SPC NV C     - 6,328,360.      507,080.      MT  (+/- 180 meters Scaled)
 HQ0275
 HQ0275                          SUPERSEDED SURVEY CONTROL
 HQ0275
 HQ0275.No superseded survey control is available for this station.
 HQ0275
 HQ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB364736(NAD 83)
 HQ0275_MARKER: DR = REFERENCE MARK DISK
 HQ0275_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0275_SP_SET: ROCK OUTCROP
 HQ0275_STAMPING: MELLAN NO 2 1933
 HQ0275_MARK LOGO: CGS   
 HQ0275_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0275+STABILITY: POSITION/ELEVATION WELL
 HQ0275
 HQ0275  HISTORY     - Date     Condition        Report By
 HQ0275  HISTORY     - 1933     MONUMENTED       CGS
 HQ0275  HISTORY     - 1968     GOOD             NGS
 HQ0275  HISTORY     - 19920623 GOOD             LOCENG
 HQ0275
 HQ0275                          STATION DESCRIPTION
 HQ0275
 HQ0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0275'44 MI ESE FROM TONOPAH.
 HQ0275'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH
 HQ0275'THE SURFACE AND IS ABOUT 4.0 FEET LOWER THAN THE STATION MARK.
 HQ0275
 HQ0275                          STATION RECOVERY (1992)
 HQ0275
 HQ0275'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0880 ***********************************************************************
 MT0880  DESIGNATION -  MERRITT
 MT0880  PID         -  MT0880
 MT0880  STATE/COUNTY-  NV/ELKO
 MT0880  USGS QUAD   -  MERRITT MOUNTAIN (1986)
 MT0880
 MT0880                         *CURRENT SURVEY CONTROL
 MT0880  ___________________________________________________________________
 MT0880* NAD 83(1994)-  41 51 53.69929(N)    115 50 30.50457(W)     ADJUSTED  
 MT0880* NAVD 88     -      2680.     (meters)    8793.     (feet)  SCALED    
 MT0880  ___________________________________________________________________
 MT0880  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 MT0880  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 MT0880
 MT0880  HORZ ORDER  -  THIRD
 MT0880
 MT0880.The horizontal coordinates were established by classical geodetic methods
 MT0880.and adjusted by the National Geodetic Survey in June 1998..
 MT0880
 MT0880.The orthometric height was scaled from a topographic map.
 MT0880
 MT0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0880
 MT0880.The geoid height was determined by GEOID03.
 MT0880
 MT0880;                    North         East     Units Scale Factor Converg.
 MT0880;SPC NV E     - 8,789,727.880   178,542.181   MT  0.99990566   -0 10 21.0
 MT0880;SPC NV E     -28,837,632.22    585,767.14   sFT  0.99990566   -0 10 21.0
 MT0880;UTM  11      - 4,635,426.649   596,122.129   MT  0.99971369   +0 46 22.8
 MT0880
 MT0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0880!SPC NV E     -   0.99958234  x   0.99990566  =   0.99948804
 MT0880!UTM  11      -   0.99958234  x   0.99971369  =   0.99929615
 MT0880
 MT0880|---------------------------------------------------------------------|
 MT0880| PID    Reference Object                     Distance      Geod. Az  |
 MT0880|                                                           dddmmss.s |
 MT0880| CS8474 MERRITT RM 2                          6.608 METERS 12943     |
 MT0880| CS8473 MERRITT RM 1                         10.930 METERS 21643     |
 MT0880|---------------------------------------------------------------------|
 MT0880
 MT0880                          SUPERSEDED SURVEY CONTROL
 MT0880
 MT0880  NAD 83(1992)-  41 51 53.69912(N)    115 50 30.50245(W) AD(       ) 3
 MT0880
 MT0880.Superseded values are not recommended for survey control.
 MT0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0880.See file dsdata.txt to determine how the superseded data were derived.
 MT0880
 MT0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG9612235427(NAD 83)
 MT0880_MARKER: DS = TRIANGULATION STATION DISK
 MT0880_SETTING: 66 = SET IN ROCK OUTCROP
 MT0880_SP_SET: SET IN A ROCK LEDGE
 MT0880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0880+STABILITY: POSITION/ELEVATION WELL
 MT0880
 MT0880  HISTORY     - Date     Condition        Report By
 MT0880  HISTORY     - 1936     MONUMENTED       USGS
 MT0880
 MT0880                          STATION DESCRIPTION
 MT0880
 MT0880'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 MT0880'LOCATED ABOUT 13 MI ENE. OF MOUNTAIN CITY.  ON MIDDLE ONE OF THREE
 MT0880'MAIN PEAKS ON SUMMIT OF MERRITT MOUNTAIN NEAR SOUTH END ON
 MT0880'HIGHEST POINT.  NORTH PEAK IS HIGHEST BUT VIEW TO S. FROM IT IS
 MT0880'OBSTRUCTED BY OTHER PEAKS.  THERE IS A CAIRN ON NORTH PEAK BUT NO
 MT0880'PERMANENT MARK.  TOP OF MIDDLE PEAK IS ABOUT 300 FT LONG N.-S.
 MT0880'
 MT0880'TO REACH FROM MOUNTAIN CITY, GO 1.3 MI S. ON MAIN RD. TO FORK TO
 MT0880'ELKO VIA NORTH FORK UP CALIFORNIA CREEK.  FOLLOW THIS RD. 3.25 MI
 MT0880'TO FORK N. JUST W. OF RANCH HOUSE AND BUILDINGS.  FOLLOW THIS RD.
 MT0880'5.2 MI N. TO YANKEE BILL SUMMIT AND CLIMB PEAK.  OR LEAVE RD.
 MT0880'AT SMALL DRAIN X-ING. ABOUT 1 MI BEFORE REACHING SUMMIT AND GO UP
 MT0880'RIDGE E. AS FAR AS POSSIBLE THEN CLIMB PEAK.
 MT0880'
 MT0880'STATION MARK--STANDARD TABLET STAMPED---MERRITT 1936---, CEMENTED
 MT0880'IN TOP OF PROJECTING ROCK LEDGE UNDER CAIRN.
 MT0880'
 MT0880'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN TOP OF
 MT0880'PROJECTING ROCK (35.86 FT IN SLOPE DISTANCE FROM STATION MARK).
 MT0880'
 MT0880'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN TOP OF
 MT0880'PROJECTING ROCK (21.68 FT IN SLOPE DISTANCE FROM STATION MARK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0418 ***********************************************************************
 MU0418  DESIGNATION -  MESA
 MU0418  PID         -  MU0418
 MU0418  STATE/COUNTY-  NV/HUMBOLDT
 MU0418  USGS QUAD   -  MAHOGANY SPRING (1980)
 MU0418
 MU0418                         *CURRENT SURVEY CONTROL
 MU0418  ___________________________________________________________________
 MU0418* NAD 83(1994)-  41 57 58.43094(N)    117 19 00.39261(W)     ADJUSTED  
 MU0418* NAVD 88     -      1938.153  (meters)    6358.76   (feet)  POSTED    
 MU0418  ___________________________________________________________________
 MU0418  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 MU0418  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 MU0418  DYNAMIC HT  -        1936.670 (meters)    6353.89  (feet)  COMP
 MU0418  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 MU0418
 MU0418  HORZ ORDER  -  THIRD
 MU0418  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MU0418
 MU0418.The horizontal coordinates were established by classical geodetic methods
 MU0418.and adjusted by the National Geodetic Survey in June 1998..
 MU0418
 MU0418.The orthometric height was determined by differential leveling
 MU0418.and adjusted by the National Geodetic Survey in 1992..
 MU0418.No vertical observational check was made to the station.
 MU0418.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MU0418.was located on a no-check spur therefore a value was not computed.
 MU0418
 MU0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0418
 MU0418.The geoid height was determined by GEOID03.
 MU0418
 MU0418.The dynamic height is computed by dividing the NAVD 88
 MU0418.geopotential number by the normal gravity value computed on the
 MU0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0418.degrees latitude (g = 980.6199 gals.).
 MU0418
 MU0418.The modeled gravity was interpolated from observed gravity values.
 MU0418
 MU0418;                    North         East     Units Scale Factor Converg.
 MU0418;SPC NV W     - 4,801,723.579   904,981.147   MT  1.00003557   +0 50 49.3
 MU0418;SPC NV W     -15,753,654.78  2,969,092.31   sFT  1.00003557   +0 50 49.3
 MU0418;SPC OR S     -    38,293.008 1,763,838.117   MT  1.00011259   +2 10 40.1
 MU0418;SPC OR S     -   125,633.23  5,786,870.46   iFT  1.00011259   +2 10 40.1
 MU0418;UTM  11      - 4,646,075.403   473,751.508   MT  0.99960848   -0 12 42.6
 MU0418
 MU0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0418!SPC NV W     -   0.99969891  x   1.00003557  =   0.99973447
 MU0418!SPC OR S     -   0.99969891  x   1.00011259  =   0.99981147
 MU0418!UTM  11      -   0.99969891  x   0.99960848  =   0.99930751
 MU0418
 MU0418|---------------------------------------------------------------------|
 MU0418| PID    Reference Object                     Distance      Geod. Az  |
 MU0418|                                                           dddmmss.s |
 MU0418| MU0512 MESA RM 1                             7.397 METERS 04558     |
 MU0418| MU0509 MESA AZ MK                                         2611900.9 |
 MU0418| CD7106 MESA RM 2                             5.100 METERS 31142     |
 MU0418|---------------------------------------------------------------------|
 MU0418
 MU0418                          SUPERSEDED SURVEY CONTROL
 MU0418
 MU0418  NAD 83(1991)-  41 57 58.43096(N)    117 19 00.39262(W) AD(       ) 3
 MU0418  NAD 83(1986)-  41 57 58.43902(N)    117 19 00.39462(W) AD(       ) 3
 MU0418  NAD 27      -  41 57 58.83900(N)    117 18 56.92000(W) AD(       ) 3
 MU0418  NGVD 29 (07/19/86) 1936.5    (m)         6353.     (f) VERT ANG       
 MU0418
 MU0418.Superseded values are not recommended for survey control.
 MU0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0418.See file dsdata.txt to determine how the superseded data were derived.
 MU0418
 MU0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG7375246075(NAD 83)
 MU0418_MARKER: DS = TRIANGULATION STATION DISK
 MU0418_SETTING: 80 = SET IN A BOULDER
 MU0418_SP_SET: IN DRILL HOLE IN A BOULDER
 MU0418_STAMPING: MESA 1956
 MU0418_MARK LOGO: CGS   
 MU0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0418+STABILITY: SURFACE MOTION
 MU0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0418+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1974
 MU0418
 MU0418  HISTORY     - Date     Condition        Report By
 MU0418  HISTORY     - 1956     MONUMENTED       CGS
 MU0418  HISTORY     - 1956     GOOD             CGS
 MU0418  HISTORY     - 19740725 GOOD             USGS
 MU0418
 MU0418                          STATION DESCRIPTION
 MU0418
 MU0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MU0418'THE STATION IS ON THE HIGHEST POINT OF A LONG RIDGE THAT RUNS
 MU0418'NORTHEAST AND SOUTHWEST.  IT IS ABOUT 21.0 MILES, AIRLINE, EAST
 MU0418'SOUTHEAST OF MC DERMITT, NEVADA, ABOUT 8.0 MILES, AIRLINE,
 MU0418'NORTH-NORTHWEST OF THE CALICO RANCH AND ABOUT 2.0 MILES SOUTH OF
 MU0418'THE OREGON-NEVADA STATE LINE.
 MU0418'
 MU0418'TO REACH THE STATION FROM THE WEST CORRAL GATE OF THE CALICO
 MU0418'RANCH, GO IN A WESTERLY DIRECTION ON THE ROAD TO MC DERMITT FOR
 MU0418'7.0 MILES TO A FORK.  TAKE THE RIGHT FORK FOR 1.3 MILES TO A
 MU0418'REVERSE Y FORK.  KEEP STRAIGHT AHEAD FOR 0.1 MILE TO A FORK.
 MU0418'TAKE THE LEFT FORK AND GO 1.0 MILE TO A CROSSROAD.  TURN RIGHT
 MU0418'AND GO 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR
 MU0418'0.4 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.15 MILE TO A
 MU0418'FORK.  HERE TURN RIGHT OFF THE ROAD AND GO EAST ACROSS COUNTRY
 MU0418'FOR 0.2 MILE TO THE STATION.
 MU0418'
 MU0418'THE STATION IS A STANDARD DISK STAMPED MESA 1956.  IT IS CEMENTED
 MU0418'IN A DRILL HOLE IN A BOULDER THAT IS 24 INCHES LONG, 18 INCHES
 MU0418'WIDE AND PROJECTS 8 INCHES.  THE MARK IS 10 FEET SOUTHWEST OF
 MU0418'A WHITE WITNESS POST.
 MU0418'
 MU0418'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MESA NO 1 1956.
 MU0418'IT IS CEMENTED IN A DRILL HOLE IN A 10-INCH ROUND BOULDER THAT
 MU0418'PROJECTS 3 INCHES.
 MU0418'
 MU0418'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MESA NO 2 1956.
 MU0418'IT IS CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 24 INCHES
 MU0418'LONG, 8 INCHES WIDE AND PROJECTS 5 INCHES.
 MU0418'
 MU0418'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MESA 1956.  IT IS
 MU0418'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 3 FEET LONG, 1
 MU0418'FOOT WIDE AND PROJECTS 3 INCHES.  THE MARK IS 30 FEET SOUTH OF
 MU0418'A TRACK ROAD AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST.
 MU0418
 MU0418                          STATION RECOVERY (1956)
 MU0418
 MU0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 MU0418'RECOVERED IN GOOD CONDITION.
 MU0418
 MU0418                          STATION RECOVERY (1974)
 MU0418
 MU0418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MU0418'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 MU0418'FROM GREELY CROSSING, NEVADA, PROCEED 22.8 MILES NORTH ALONG ROAD TO
 MU0418'CROSSROADS, THENCE 0.5 MILES NORTHEAST, 45 FEET SOUTH AND LEVEL WITH
 MU0418'THE CENTERLINE OF THE ROAD (CAIRN), SET ON A BOULDER PROJECTING ABOUT
 MU0418'0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1009 ***********************************************************************
 HQ1009  DESIGNATION -  MESA
 HQ1009  PID         -  HQ1009
 HQ1009  STATE/COUNTY-  NV/NYE
 HQ1009  USGS QUAD   -  RAINIER MESA (1997)
 HQ1009
 HQ1009                         *CURRENT SURVEY CONTROL
 HQ1009  ___________________________________________________________________
 HQ1009* NAD 83(1994)-  37 12 38.01293(N)    116 14 14.10022(W)     ADJUSTED  
 HQ1009* NAVD 88     -      2341.63   (+/-2cm)    7682.5    (feet)  VERTCON   
 HQ1009  ___________________________________________________________________
 HQ1009  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 HQ1009  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 HQ1009
 HQ1009  HORZ ORDER  -  SECOND
 HQ1009  VERT ORDER  -  THIRD ? (See Below)
 HQ1009
 HQ1009.The horizontal coordinates were established by classical geodetic methods
 HQ1009.and adjusted by the National Geodetic Survey in June 1998..
 HQ1009
 HQ1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1009.The vertical order pertains to the NGVD 29 superseded value.
 HQ1009
 HQ1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1009
 HQ1009.The geoid height was determined by GEOID03.
 HQ1009
 HQ1009;                    North         East     Units Scale Factor Converg.
 HQ1009;SPC NV C     - 6,273,079.491   538,113.719   MT  0.99991789   +0 15 34.9
 HQ1009;SPC NV C     -20,580,928.30  1,765,461.43   sFT  0.99991789   +0 15 34.9
 HQ1009;UTM  11      - 4,118,503.239   567,679.436   MT  0.99965642   +0 27 40.6
 HQ1009
 HQ1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1009!SPC NV C     -   0.99963674  x   0.99991789  =   0.99955466
 HQ1009!UTM  11      -   0.99963674  x   0.99965642  =   0.99929328
 HQ1009
 HQ1009|---------------------------------------------------------------------|
 HQ1009| PID    Reference Object                     Distance      Geod. Az  |
 HQ1009|                                                           dddmmss.s |
 HQ1009| DD5413 MESA RM 1                             5.367 METERS 09506     |
 HQ1009| DD5414 MESA RM 2                             7.392 METERS 19758     |
 HQ1009| HQ1011 SCRUGHAM                            APPROX.15.5 KM 2343447.1 |
 HQ1009|---------------------------------------------------------------------|
 HQ1009
 HQ1009                          SUPERSEDED SURVEY CONTROL
 HQ1009
 HQ1009  NAD 83(1986)-  37 12 38.01282(N)    116 14 14.10433(W) AD(       ) 2
 HQ1009  NAD 27      -  37 12 38.19100(N)    116 14 10.94100(W) AD(       ) 2
 HQ1009  NGVD 29 (07/19/86) 2340.45   (m)         7678.6    (f) LEVELING    3  
 HQ1009
 HQ1009.Superseded values are not recommended for survey control.
 HQ1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1009.See file dsdata.txt to determine how the superseded data were derived.
 HQ1009
 HQ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB6767918503(NAD 83)
 HQ1009_MARKER: DS = TRIANGULATION STATION DISK
 HQ1009_SETTING: 66 = SET IN ROCK OUTCROP
 HQ1009_SP_SET: PARTIALLY EXPOSED BEDROCK
 HQ1009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ1009+STABILITY: POSITION/ELEVATION WELL
 HQ1009
 HQ1009  HISTORY     - Date     Condition        Report By
 HQ1009  HISTORY     - 1949     MONUMENTED       USGS
 HQ1009  HISTORY     - 1949     SEE DESCRIPTION  CGS
 HQ1009  HISTORY     - 1959     GOOD             USGS
 HQ1009
 HQ1009                          STATION DESCRIPTION
 HQ1009
 HQ1009'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (MTP)
 HQ1009'THE STATION IS 12 MILES NORTH BY WEST OF TIPPIPAH SPRINGS, 6 MILES
 HQ1009'WEST OF WHITE ROCKS SPRING, AND 4 MILES NORTH BY EAST OF
 HQ1009'TEMPLE BASIN (THE SITE OF TEMPLE ROCK).  THE STATION IS ON THE
 HQ1009'HIGHEST POINT OF A PLATEAU, WHICH IS THE HIGHEST PLATEAU
 HQ1009'IN THE VICINITY.  THE MARK IS EMBEDDED IN BEDROCK AND IS STAMPED
 HQ1009'MESA USGS.
 HQ1009'
 HQ1009'REFERENCE MARK NO. 1 IS EMBEDDED IN BEDROCK AND IS STAMPED MESA USGS
 HQ1009'NO 1 1949.
 HQ1009'
 HQ1009'REFERENCE MARK NO. 2 IS EMBEDDED IN A BOULDER AND IS STAMPED
 HQ1009'MESA USGS NO 2 1949.
 HQ1009'
 HQ1009'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF TEMPLE ROCK
 HQ1009'(250 FOOT CIRCUMFERENCE, 60 FEET HIGH) WHICH IS 1/4 MILE EAST
 HQ1009'OF TRAIL.  IT IS EMBEDDED IN A BOULDER AND IS STAMPED MESA
 HQ1009'USGS 1949.
 HQ1009'
 HQ1009'TO REACH THE STATION FROM AMMONIA TANKS, USING HORSES, TAKE
 HQ1009'THE TRAIL EASTERLY TO AMMONIA TANKS AND CONTINUE THE TRAIL
 HQ1009'EASTERLY FROM THE TANKS FOR ABOUT 2 MILES TO A FORK WITH RAGS
 HQ1009'ON THE BUSHES.  TURN LEFT, NORTH, AND CONTINUE 1 MILE TO A DIVIDE.
 HQ1009'AT THIS POINT, THE STATION CAN BE SEEN AND BEARS 22 DEGREES
 HQ1009'TRUE OVER THE TOP OF TEMPLE ROCK AND TO THE RIGHT OF A LONE
 HQ1009'ELEVATION.  FROM THIS DIVIDE, CONTINUE ON THE TRAIL ABOUT 1
 HQ1009'MILE TO A FORK IN THE TRAIL.  TAKE THE TRAIL RIGHT PASSING TO
 HQ1009'THE LEFT OF THE LONE ELEVATION NOTED ABOVE AND GO
 HQ1009'APPROXIMATELY 4 MILES.  HERE, THE STATION BEARS 51 DEGREES
 HQ1009'TRUE.  THERE IS A RAG ON A BUSH AND A SLASH BLAZE AT THE
 HQ1009'BASE OF A PINYON.  FROM HERE, PACK EAST AND NORTHEAST
 HQ1009'TOWARD A YELLOW COLORED OUTCROP AT THE BASE OF THE STATION
 HQ1009'MOUNTAIN.  NEAR THAT POINT, PICK UP TRAIL AND THENCE
 HQ1009'FOLLOW AROUND BASE OF PLATEAU NORTH AND NORTHEAST TO A
 HQ1009'BURNED OVER AREA.  CONTINUE ALONG THE TRAIL ON THE SOUTH
 HQ1009'SIDE TO A DIVIDE.  FROM THIS DIVIDE, BEAR RIGHT TOWARDS A
 HQ1009'BARE SLOPE OF THE PLATEAU IN A SOUTHWESTERLY DIRECTION.  BEAR
 HQ1009'RIGHT, WEST, AND PICK WAY TO THE HIGHEST POINT ON THE
 HQ1009'PLATEAU AND THE STATION SITE.
 HQ1009
 HQ1009                          STATION RECOVERY (1949)
 HQ1009
 HQ1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS)
 HQ1009'STATION IS LOCATED ABOUT 12 MILES AIR LINE NORTH OF TIPPIPAH
 HQ1009'SPRINGS, 6 MILES AIR LINE WEST OF WHITE ROCK SPRINGS, 4 MILES
 HQ1009'NORTHEAST OF TEMPLE BASIN, ON THE WEST END AND HIGHEST POINT OF
 HQ1009'AN EAST-WEST RIDGE.  STATION MARK IS A U.S. GEOLOGICAL SURVEY
 HQ1009'MARK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, PROJECTING
 HQ1009'4 INCHES, AND IS UNSTAMPED.
 HQ1009'
 HQ1009'REFERENCE MARK NO. 1 IS ABOUT 6 INCHES HIGHER THAN STATION,
 HQ1009'PROJECTING 6 INCHES AND STAMPED MESA USGS NO 1 1949.
 HQ1009'
 HQ1009'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS STATION,
 HQ1009'PROJECTING 16 INCHES, AND STAMPED MESA USGS NO 2 1949.
 HQ1009'
 HQ1009'TRIANGULATION STATION SCRUGHAM IS USED AS AZIMUTH MARK.
 HQ1009'
 HQ1009'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 95 AND 6 IN TONOPAH
 HQ1009'GO EAST ON U.S. HIGHWAY 6 FOR 12.0 MILES TO A PAVED ROAD RIGHT.
 HQ1009'TURN RIGHT ON PAVED ROAD AND FOLLOW IT FOR 22.8 MILES TO A
 HQ1009'DRY LAKE (BOMBING RANGE).  CROSS LAKE, PICK UP PAVED ROAD ON
 HQ1009'SOUTH SIDE OF LAKE AND FOLLOW IT SOUTHERLY FOR 8.1 MILES TO
 HQ1009'FORK.  TAKE LEFT FORK AND GO 2.0 MILES TO END OF PAVEMENT, A
 HQ1009'BUILDING ON LEFT AND A DUGOUT ON RIGHT.  CONTINUE ON MAIN
 HQ1009'BLADED ROAD FOR 7.9 MILES TO FORK.  KEEP LEFT FORK AND GO 8.7
 HQ1009'MILES TO THE SUMMIT OF PASS.  CONTINUE ON ROAD FOR 10.9 MILES
 HQ1009'TO SIGN ON RIGHT READING TONOPAH 72, CRYSTAL SPRINGS,
 HQ1009'LINCOLN MINE (THIS IS ON WEST EDGE OF A WATER HOLE AND
 HQ1009'BUILDINGS).  TAKE TRACK ROAD RIGHT, SOUTH, ON WEST EDGE OF
 HQ1009'WATER HOLE AND GO 8.5 MILES TO FORK.  TAKE RIGHT FORK AND
 HQ1009'GO 8.6 MILES TO STONE FRAME OF BUILDING (THIS IS KNOWN AS
 HQ1009'GOLD REED).  TAKE ROAD SOUTHEAST ACROSS VALLEY AND GO 0.2
 HQ1009'MILE TO CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 0.35 MILE
 HQ1009'TO FORK.  TAKE RIGHT FORK AND GO 3.15 MILES TO FORK.
 HQ1009'TAKE RIGHT FORK AND GO 1.2 MILES ONTO PORTION OF DRY LAKE
 HQ1009'AND CROSSROAD.  TURN RIGHT AND GO 0.7 MILE TO EAST SIDE
 HQ1009'OF WATER HOLE.  CONTINUE ON ROAD FOR 0.3 MILE TO EDGE OF DRY
 HQ1009'LAKE.  GO 2.3 MILES SOUTH ACROSS LAKE, PICK UP ROAD AND GO
 HQ1009'1.3 MILES TO FORK.  KEEP LEFT FORK, MAIN ROAD, AND GO 0.7 MILE TO
 HQ1009'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 2.1 MILES TO
 HQ1009'DIAGONAL CROSSROAD (PARTIALLY CLOSED BY DIRT PILES).
 HQ1009'CONTINUE STRAIGHT AHEAD, MAIN ROAD, AND GO 1.2 MILES TO
 HQ1009'LARGE DITCH.  CONTINUE ON ROAD FOR 0.7 MILE TO FORK.  TAKE
 HQ1009'RIGHT FORK AND GO 1.8 MILES TO A REVERSE Y.  CONTINUE
 HQ1009'STRAIGHT AHEAD FOR 9.6 MILES TO END OF TRUCK TRAVEL AND A
 HQ1009'SMALL CABIN.  PACK SOUTH SOUTHWEST UP DRAW AND ACROSS SMALL
 HQ1009'VALLEY.  THENCE LEFT, SOUTHERLY, UP SLOPE TO HIGHEST POINT
 HQ1009'AND STATION AS DESCRIBED ABOVE.  A 1 HOUR PACK.
 HQ1009
 HQ1009                          STATION RECOVERY (1959)
 HQ1009
 HQ1009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HQ1009'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37116-2, STATION 1004.
 HQ1009'STATION MARK--A U.S. GEOLOGICAL SURVEY MARK, UNSTAMPED---SET IN A
 HQ1009'DRILL HOLE IN OUTCROPPING BEDROCK, PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0908 ***********************************************************************
 LR0908  DESIGNATION -  MESA
 LR0908  PID         -  LR0908
 LR0908  STATE/COUNTY-  NV/LANDER
 LR0908  USGS QUAD   -  SHEEP CREEK RANGE SW (1965)
 LR0908
 LR0908                         *CURRENT SURVEY CONTROL
 LR0908  ___________________________________________________________________
 LR0908* NAD 83(1994)-  40 48 41.52159(N)    116 38 25.01264(W)     ADJUSTED  
 LR0908* NAVD 88     -      1859.7    (meters)    6101.     (feet)  VERTCON   
 LR0908  ___________________________________________________________________
 LR0908  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 LR0908  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 LR0908
 LR0908  HORZ ORDER  -  FIRST
 LR0908
 LR0908.The horizontal coordinates were established by classical geodetic methods
 LR0908.and adjusted by the National Geodetic Survey in June 1998..
 LR0908
 LR0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0908
 LR0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0908
 LR0908.The geoid height was determined by GEOID03.
 LR0908
 LR0908;                    North         East     Units Scale Factor Converg.
 LR0908;SPC NV C     - 6,672,718.450   502,226.027   MT  0.99990006   +0 01 02.1
 LR0908;SPC NV C     -21,892,077.11  1,647,719.89   sFT  0.99990006   +0 01 02.1
 LR0908;SPC NV E     - 8,673,255.699   110,828.839   MT  0.99999784   -0 41 27.0
 LR0908;SPC NV E     -28,455,506.41    363,610.95   sFT  0.99999784   -0 41 27.0
 LR0908;UTM  11      - 4,517,898.112   530,338.933   MT  0.99961133   +0 14 06.4
 LR0908
 LR0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0908!SPC NV C     -   0.99971143  x   0.99990006  =   0.99961152
 LR0908!SPC NV E     -   0.99971143  x   0.99999784  =   0.99970927
 LR0908!UTM  11      -   0.99971143  x   0.99961133  =   0.99932287
 LR0908
 LR0908|---------------------------------------------------------------------|
 LR0908| PID    Reference Object                     Distance      Geod. Az  |
 LR0908|                                                           dddmmss.s |
 LR0908| DD5411 MESA RM 1                             8.058 METERS 11117     |
 LR0908| LR0912 AIRWAY BN 37B SAN FRAN SALT LK      APPROX.15.1 KM 1392927.5 |
 LR0908| DD5410 MESA AZ MK                                         2061525.4 |
 LR0908| DD5412 MESA RM 2                             7.120 METERS 25626     |
 LR0908|---------------------------------------------------------------------|
 LR0908
 LR0908                          SUPERSEDED SURVEY CONTROL
 LR0908
 LR0908  NAD 83(1986)-  40 48 41.52550(N)    116 38 25.00615(W) AD(       ) 1
 LR0908  NAD 27      -  40 48 41.84800(N)    116 38 21.66600(W) AD(       ) 1
 LR0908  NGVD 29 (02/26/99) 1858.6    (m)         6098.     (f) VERT ANG       
 LR0908
 LR0908.Superseded values are not recommended for survey control.
 LR0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0908.See file dsdata.txt to determine how the superseded data were derived.
 LR0908
 LR0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF3033917898(NAD 83)
 LR0908_MARKER: DS = TRIANGULATION STATION DISK
 LR0908_SETTING: 66 = SET IN ROCK OUTCROP
 LR0908_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LR0908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0908+STABILITY: POSITION/ELEVATION WELL
 LR0908
 LR0908  HISTORY     - Date     Condition        Report By
 LR0908  HISTORY     - 1940     MONUMENTED       CGS
 LR0908  HISTORY     - 1964     GOOD             USGS
 LR0908
 LR0908                          STATION DESCRIPTION
 LR0908
 LR0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LR0908'STATION IS LOCATED ABOUT 19 MILES NE OF BATTLE MOUNTAIN, 9
 LR0908'MILES NW OF DUNPHY ON THE E EDGE OF A FLAT-TOPPED MESA, WHICH
 LR0908'HAS VERTICAL CLIFFS AND ROCK SLIDES ON THE W, S, AND E.  THERE
 LR0908'IS A HIGHER GROUND 1 MILE SW.
 LR0908'
 LR0908'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 LR0908'IN DRILL HOLES IN BOULDERS.
 LR0908'
 LR0908'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LR0908'IN OUTCROPPING BEDROCK.  IT IS LOCATED ABOUT 0.3 MILE SSW OF THE
 LR0908'STATION, IN A ROCK OUTCROP ABOUT 100 FEET W OF THE RIM OF THE
 LR0908'HILL, AND ABOUT THE SAME ELEVATION AS THE STATION.
 LR0908'
 LR0908'STATION IS REACHED FROM THE RAILROAD STATION IN BATTLE
 LR0908'MOUNTAIN BY GOING SE ON U.S. HIGHWAY 40 FOR 0.1 MILE TO THE
 LR0908'FIRST ROAD CROSSING.  TURN LEFT, CROSS THE TRACKS, AND GO NE
 LR0908'ON THE MAIN-TRAVELED ROAD (GRADED GRAVEL) AND GO 3.75 MILES TO A
 LR0908'ROAD, RIGHT, AT SIGN SAN FRANCISCO 477.  TURN RIGHT AND GO E
 LR0908'2.15 MILES, CROSS RAILROAD TRACKS AND PASS TO THE LEFT OF THE
 LR0908'SHEET METAL BUILDINGS AND CONTINUE EASTERLY ON TRACK ROAD 2.2
 LR0908'MILES TO POINT WHERE THE MAIN ROAD AND TELEPHONE LINE BEAR
 LR0908'LEFT AWAY FROM THE RAILROAD.  CONTINUE ON THE MAIN ROAD AND
 LR0908'NORTHEASTERLY, WHICH FOLLOWS CLOSELY ALONG THE TELEPHONE
 LR0908'LINE, 11.4 MILES TO A POINT WHERE THE TELEPHONE LINE
 LR0908'MAKES A TURN TO GO E ACROSS VALLEY AND THE ROAD CONTINUES
 LR0908'NORTHERLY.  CONTINUE NORTHERLY ON ROAD 3.1 MILES TO A SMALL
 LR0908'CAIRN, 6 FEET LEFT OF ROAD.  FROM HERE, A SMALL ROCK
 LR0908'KNOLL IS VISIBLE AT MAGNETIC BEARING 295-1/2 DEG.  STATION
 LR0908'IS 100 YARDS NW OF THE KNOB.  TRUCK WITH LARGE ROAD CLEARANCE
 LR0908'CAN BE DRIVEN ABOUT 1.2 MILES ACROSS COUNTRY TOWARD FOOT
 LR0908'OF RIDGE.  PACK TO TOP OF RIDGE TOWARD THE SMALL ROCK KNOB
 LR0908'AND STATION.  FROM ROAD, IT IS A 2-HOUR PACK.  FROM THE
 LR0908'END OF TRUCK TRAVEL AT FOOT OF RIDGE, 1-HOUR PACK.
 LR0908
 LR0908                          STATION RECOVERY (1964)
 LR0908
 LR0908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LR0908'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40116-4, STATION 1004.
 LR0908'STATION REACHED BY HELICOPTER. STATION MARK--A STANDARD BRONZE DISK
 LR0908'WEDGED IN A DRILL HOLE IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1800 ***********************************************************************
 GR1800  DESIGNATION -  MESA
 GR1800  PID         -  GR1800
 GR1800  STATE/COUNTY-  NV/CLARK
 GR1800  USGS QUAD   -  MOUNTAIN SPRINGS (1984)
 GR1800
 GR1800                         *CURRENT SURVEY CONTROL
 GR1800  ___________________________________________________________________
 GR1800* NAD 83(1994)-  36 02 24.27097(N)    115 34 16.44097(W)     ADJUSTED  
 GR1800* NAVD 88     -      1839.4    (meters)    6035.     (feet)  VERTCON   
 GR1800  ___________________________________________________________________
 GR1800  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 GR1800  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 GR1800
 GR1800  HORZ ORDER  -  THIRD
 GR1800
 GR1800.The horizontal coordinates were established by classical geodetic methods
 GR1800.and adjusted by the National Geodetic Survey in June 1998..
 GR1800
 GR1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1800
 GR1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1800
 GR1800.The geoid height was determined by GEOID03.
 GR1800
 GR1800;                    North         East     Units Scale Factor Converg.
 GR1800;SPC NV E     - 8,143,116.822   201,090.295   MT  0.99990001   +0 00 25.6
 GR1800;SPC NV E     -26,716,209.11    659,743.74   sFT  0.99990001   +0 00 25.6
 GR1800;UTM  11      - 3,989,337.703   628,710.277   MT  0.99980413   +0 50 26.6
 GR1800
 GR1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1800!SPC NV E     -   0.99971561  x   0.99990001  =   0.99961564
 GR1800!UTM  11      -   0.99971561  x   0.99980413  =   0.99951979
 GR1800
 GR1800:                Primary Azimuth Mark                     Grid Az
 GR1800:SPC NV E     -  WILSON                                   052 52 20.8
 GR1800:UTM  11      -  WILSON                                   052 02 19.8
 GR1800
 GR1800|---------------------------------------------------------------------|
 GR1800| PID    Reference Object                     Distance      Geod. Az  |
 GR1800|                                                           dddmmss.s |
 GR1800| GR1809 WILSON                              APPROX. 9.9 KM 0525246.4 |
 GR1800|---------------------------------------------------------------------|
 GR1800
 GR1800                          SUPERSEDED SURVEY CONTROL
 GR1800
 GR1800  NAD 83(1992)-  36 02 24.27293(N)    115 34 16.44497(W) AD(1991.35) 3
 GR1800  NAD 83(1992)-  36 02 24.27379(N)    115 34 16.44661(W) AD(       ) 3
 GR1800  NAD 83(1986)-  36 02 24.26561(N)    115 34 16.43971(W) AD(       ) 3
 GR1800  NGVD 29 (05/01/88) 1838.5    (m)         6032.     (f) VERT ANG       
 GR1800
 GR1800.Superseded values are not recommended for survey control.
 GR1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1800.See file dsdata.txt to determine how the superseded data were derived.
 GR1800
 GR1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV2871089338(NAD 83)
 GR1800_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GR1800_SETTING: 80 = SET IN A BOULDER
 GR1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1800+STABILITY: SURFACE MOTION
 GR1800
 GR1800  HISTORY     - Date     Condition        Report By
 GR1800  HISTORY     - 1950     MONUMENTED       USGS
 GR1800  HISTORY     - 1950     MARK NOT FOUND   USGS
 GR1800
 GR1800                          STATION DESCRIPTION
 GR1800
 GR1800'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GR1800'STATION MARK NOT FOUND.  DRILL HOLE WAS FOUND UNDER CAIRN IN
 GR1800'PLACE OF CHISELED CIRCLE.  TABLET WAS PLACED IN DRILL HOLE.
 GR1800'
 GR1800'LOCATED ABOUT 30 MI WSW. OF LAS VEGAS, 8 MI WSW. OF WILSONS
 GR1800'RANCH.  NEAR CENTER OF N.-S. TOP WHICH SETS ALONE.
 GR1800'
 GR1800'REACHED BY HELICOPTER FROM LAS VEGAS LANDING AT STATION.
 GR1800'
 GR1800'STATION MARK--STANDARD TABLET STAMPED---MESA 1950---, CEMENTED IN
 GR1800'ROCK.
 GR1800'
 GR1800'RM 1--STANDARD RM TABLET, UNSTAMPED.
 GR1800'
 GR1800'RM 2--OLD BRONZE TABLET, UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0509 ***********************************************************************
 MU0509  DESIGNATION -  MESA AZ MK
 MU0509  PID         -  MU0509
 MU0509  STATE/COUNTY-  NV/HUMBOLDT
 MU0509  USGS QUAD   -  MAHOGANY SPRING (1980)
 MU0509
 MU0509                         *CURRENT SURVEY CONTROL
 MU0509  ___________________________________________________________________
 MU0509* NAD 83(1986)-  41 57 53.     (N)    117 19 49.     (W)     SCALED    
 MU0509* NAVD 88     -      1927.745  (meters)    6324.61   (feet)  POSTED    
 MU0509  ___________________________________________________________________
 MU0509  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 MU0509  DYNAMIC HT  -        1926.280 (meters)    6319.80  (feet)  COMP
 MU0509  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 MU0509
 MU0509  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0509
 MU0509.The horizontal coordinates were scaled from a topographic map and have
 MU0509.an estimated accuracy of +/- 6 seconds.
 MU0509
 MU0509.The orthometric height was determined by differential leveling
 MU0509.and adjusted by the National Geodetic Survey in 1992..
 MU0509.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0509.rate of 0.0 thru 1.0 mm/km.
 MU0509
 MU0509.The geoid height was determined by GEOID03.
 MU0509
 MU0509.The dynamic height is computed by dividing the NAVD 88
 MU0509.geopotential number by the normal gravity value computed on the
 MU0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0509.degrees latitude (g = 980.6199 gals.).
 MU0509
 MU0509.The modeled gravity was interpolated from observed gravity values.
 MU0509
 MU0509;                    North         East    Units  Estimated Accuracy
 MU0509;SPC NV W     - 4,801,540.      903,860.      MT  (+/- 180 meters Scaled)
 MU0509
 MU0509                          SUPERSEDED SURVEY CONTROL
 MU0509
 MU0509.No superseded survey control is available for this station.
 MU0509
 MU0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG726459(NAD 83)
 MU0509_MARKER: DZ = AZIMUTH MARK DISK
 MU0509_SETTING: 80 = SET IN A BOULDER
 MU0509_SP_SET: IN DRILL HOLE IN A BOULDER
 MU0509_STAMPING: MESA 1956
 MU0509_MARK LOGO: CGS   
 MU0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0509+STABILITY: SURFACE MOTION
 MU0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0509+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1974
 MU0509
 MU0509  HISTORY     - Date     Condition        Report By
 MU0509  HISTORY     - 1956     MONUMENTED       CGS
 MU0509  HISTORY     - 19740725 GOOD             USGS
 MU0509
 MU0509                          STATION DESCRIPTION
 MU0509
 MU0509'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0509'FROM GREELY CROSSING, NEVADA, PROCEED 22.8 MILES NORTH ALONG ROAD, TO
 MU0509'CROSSROADS, THENCE 0.5 MILES NORTHEAST, 45 FEET SOUTH AND LEVEL WITH
 MU0509'THE CENTERLINE OF THE ROAD (CAIRN), SET ON A BOULDER PROJECTING ABOUT
 MU0509'0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0512 ***********************************************************************
 MU0512  DESIGNATION -  MESA RM 1
 MU0512  PID         -  MU0512
 MU0512  STATE/COUNTY-  NV/HUMBOLDT
 MU0512  USGS QUAD   -  MAHOGANY SPRING (1980)
 MU0512
 MU0512                         *CURRENT SURVEY CONTROL
 MU0512  ___________________________________________________________________
 MU0512* NAD 83(1986)-  41 57 59.     (N)    117 19 00.     (W)     SCALED    
 MU0512* NAVD 88     -      1938.049  (meters)    6358.42   (feet)  POSTED    
 MU0512  ___________________________________________________________________
 MU0512  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 MU0512  DYNAMIC HT  -        1936.570 (meters)    6353.56  (feet)  COMP
 MU0512  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 MU0512
 MU0512  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MU0512
 MU0512.The horizontal coordinates were scaled from a topographic map and have
 MU0512.an estimated accuracy of +/- 6 seconds.
 MU0512
 MU0512.The orthometric height was determined by differential leveling
 MU0512.and adjusted by the National Geodetic Survey in 1992..
 MU0512.No vertical observational check was made to the station.
 MU0512.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MU0512.was located on a no-check spur therefore a value was not computed.
 MU0512
 MU0512.The geoid height was determined by GEOID03.
 MU0512
 MU0512.The dynamic height is computed by dividing the NAVD 88
 MU0512.geopotential number by the normal gravity value computed on the
 MU0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0512.degrees latitude (g = 980.6199 gals.).
 MU0512
 MU0512.The modeled gravity was interpolated from observed gravity values.
 MU0512
 MU0512;                    North         East    Units  Estimated Accuracy
 MU0512;SPC NV W     - 4,801,740.      904,990.      MT  (+/- 180 meters Scaled)
 MU0512
 MU0512                          SUPERSEDED SURVEY CONTROL
 MU0512
 MU0512.No superseded survey control is available for this station.
 MU0512
 MU0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG737460(NAD 83)
 MU0512_MARKER: DR = REFERENCE MARK DISK
 MU0512_SETTING: 80 = SET IN A BOULDER
 MU0512_SP_SET: IN DRILL HOLE IN A BOULDER
 MU0512_STAMPING: MESA NO 1 1956
 MU0512_MARK LOGO: CGS   
 MU0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0512+STABILITY: SURFACE MOTION
 MU0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0512+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1974
 MU0512
 MU0512  HISTORY     - Date     Condition        Report By
 MU0512  HISTORY     - 1956     MONUMENTED       CGS
 MU0512  HISTORY     - 19740725 GOOD             USGS
 MU0512
 MU0512                          STATION DESCRIPTION
 MU0512
 MU0512'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MU0512'FROM GREELY CROSSING, NEVADA, PROCEED 22.8 MILES NORTH ALONG ROAD TO
 MU0512'CROSSROADS, THENCE 0.5 MILES NORTHEAST, 24.27 FEET NORTHEAST OF MESA,
 MU0512'SET ON A 10-INCH ROUND BOULDER PROJECTING ABOUT 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0377 ***********************************************************************
 MV0377  DESIGNATION -  MESAI
 MV0377  PID         -  MV0377
 MV0377  STATE/COUNTY-  NV/WASHOE
 MV0377  USGS QUAD   -  RYE CREEK (1966)
 MV0377
 MV0377                         *CURRENT SURVEY CONTROL
 MV0377  ___________________________________________________________________
 MV0377* NAD 83(1994)-  41 59 26.28387(N)    119 36 49.78548(W)     ADJUSTED  
 MV0377* NAVD 88     -      1890.4    (meters)    6202.     (feet)  VERTCON   
 MV0377  ___________________________________________________________________
 MV0377  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 MV0377  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 MV0377
 MV0377  HORZ ORDER  -  SECOND
 MV0377
 MV0377.The horizontal coordinates were established by classical geodetic methods
 MV0377.and adjusted by the National Geodetic Survey in June 1998..
 MV0377
 MV0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0377
 MV0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0377
 MV0377.The geoid height was determined by GEOID03.
 MV0377
 MV0377;                    North         East     Units Scale Factor Converg.
 MV0377;SPC NV W     - 4,804,171.618   714,618.153   MT  0.99998968   -0 41 22.0
 MV0377;SPC NV W     -15,761,686.38  2,344,543.06   sFT  0.99998968   -0 41 22.0
 MV0377;SPC OR S     -    36,377.610 1,573,436.938   MT  1.00010385   +0 36 22.6
 MV0377;SPC OR S     -   119,349.11  5,162,194.68   iFT  1.00010385   +0 36 22.6
 MV0377;UTM  11      - 4,652,041.561   283,489.129   MT  1.00017685   -1 44 57.7
 MV0377
 MV0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0377!SPC NV W     -   0.99970681  x   0.99998968  =   0.99969650
 MV0377!SPC OR S     -   0.99970681  x   1.00010385  =   0.99981063
 MV0377!UTM  11      -   0.99970681  x   1.00017685  =   0.99988361
 MV0377
 MV0377|---------------------------------------------------------------------|
 MV0377| PID    Reference Object                     Distance      Geod. Az  |
 MV0377|                                                           dddmmss.s |
 MV0377| CD7108 MESAI RM 1                            4.359 METERS 03423     |
 MV0377| CD7109 MESAI RM 2                           10.223 METERS 24246     |
 MV0377| CD7107 MESAI AZ MK                                        2932447.3 |
 MV0377|---------------------------------------------------------------------|
 MV0377
 MV0377                          SUPERSEDED SURVEY CONTROL
 MV0377
 MV0377  NAD 83(1992)-  41 59 26.28357(N)    119 36 49.78465(W) AD(       ) 2
 MV0377  NAD 83(1991)-  41 59 26.28344(N)    119 36 49.78515(W) AD(       ) 2
 MV0377  NAD 83(1986)-  41 59 26.28531(N)    119 36 49.78475(W) AD(       ) 2
 MV0377  NAD 27      -  41 59 26.67200(N)    119 36 46.02200(W) AD(       ) 2
 MV0377  NGVD 29 (07/19/86) 1889.1    (m)         6198.     (f) VERT ANG       
 MV0377
 MV0377.Superseded values are not recommended for survey control.
 MV0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0377.See file dsdata.txt to determine how the superseded data were derived.
 MV0377
 MV0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG8348952042(NAD 83)
 MV0377_MARKER: DS = TRIANGULATION STATION DISK
 MV0377_SETTING: 80 = SET IN A BOULDER
 MV0377_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MV0377
 MV0377  HISTORY     - Date     Condition        Report By
 MV0377  HISTORY     - 1950     MONUMENTED       CGS
 MV0377
 MV0377                          STATION DESCRIPTION
 MV0377
 MV0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 MV0377'THE STATION IS LOCATED ON A FLAT-TOPPED RIDGE, WHICH DROPS
 MV0377'OFF SHARPLY TO THE NORTH AND NORTHWEST, AND SLOPES GRADUALLY
 MV0377'TO THE SOUTHWEST.  ABOUT 24 MILES AIR LINE EAST-NORTHEAST OF
 MV0377'FT. BIDWELL.  20 MILES AIR LINE SOUTHEAST OF ADEL.  18 FEET
 MV0377'SOUTH OF THE NORTH EDGE OF THE BLUFF AND 13 FEET EAST OF A
 MV0377'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 MV0377'STAMPED MESAI 1950.
 MV0377'
 MV0377'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF THE NORTH EDGE OF THE
 MV0377'BLUFF.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MV0377'MESAI NO 1 1950.
 MV0377'
 MV0377'REFERENCE MARK NO. 2 IS 3 FEET EAST OF THE WEST EDGE OF THE
 MV0377'BLUFF.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 MV0377'MESAI NO 2 1950.
 MV0377'
 MV0377'THE AZIMUTH MARK IS 0.1 MILE NORTHWEST OF A TRACK ROAD, 4
 MV0377'FEET SOUTH OF A WITNESS POST AND SET IN A LONE BOULDER.  THE
 MV0377'MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED MESAI 1950.
 MV0377'
 MV0377'TO REACH THE STATION FROM DYKES STORE AND POST OFFICE IN ADEL,
 MV0377'GO SOUTH TOWARDS FT. BIDWELL FOR 2.2 MILES TO A SIDE ROAD
 MV0377'LEFT.  TURN LEFT AND GO 17.2 MILES TO THE COLEMAN RANCH ON THE
 MV0377'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 5.6 MILES TO A ROAD FORK.
 MV0377'TAKE THE LEFT FORK AS PER SIGN BURNS, GUANO AND GO 5.0 MILES
 MV0377'TO A SIGN LAKEVIEW TO S, AND BURNS, GUANO TO NE.  CONTINUE
 MV0377'STRAIGHT AHEAD FOR 0.4 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT
 MV0377'AND FOLLOW TRACK ROAD FOR 1.4 MILES TO THE AZIMUTH MARK ON THE
 MV0377'LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD
 MV0377'FOR FOR 1.0 MILE TO A SADDLE.  TURN RIGHT ACROSS COUNTRY FOR
 MV0377'0.1 MILE TO THE BASE OF THE BLUFF.  FROM HERE PACK UP THE
 MV0377'BLUFF TO THE STATION ON THE SUMMIT.  A 5 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0089 ***********************************************************************
 GR0089  DESIGNATION -  MESQUITE RM 1
 GR0089  PID         -  GR0089
 GR0089  STATE/COUNTY-  NV/CLARK
 GR0089  USGS QUAD   -  MESQUITE (1985)
 GR0089
 GR0089                         *CURRENT SURVEY CONTROL
 GR0089  ___________________________________________________________________
 GR0089* NAD 83(1986)-  36 48 58.     (N)    114 03 01.     (W)     SCALED    
 GR0089* NAVD 88     -       540.808  (meters)    1774.30   (feet)  ADJUSTED  
 GR0089  ___________________________________________________________________
 GR0089  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 GR0089  DYNAMIC HT  -         540.265 (meters)    1772.52  (feet)  COMP
 GR0089  MODELED GRAV-     979,612.3   (mgal)                       NAVD 88
 GR0089
 GR0089  VERT ORDER  -  FIRST     CLASS II
 GR0089
 GR0089.The horizontal coordinates were scaled from a topographic map and have
 GR0089.an estimated accuracy of +/- 6 seconds.
 GR0089
 GR0089.The orthometric height was determined by differential leveling
 GR0089.and adjusted by the National Geodetic Survey in June 1991..
 GR0089
 GR0089.The geoid height was determined by GEOID03.
 GR0089
 GR0089.The dynamic height is computed by dividing the NAVD 88
 GR0089.geopotential number by the normal gravity value computed on the
 GR0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0089.degrees latitude (g = 980.6199 gals.).
 GR0089
 GR0089.The modeled gravity was interpolated from observed gravity values.
 GR0089
 GR0089;                    North         East    Units  Estimated Accuracy
 GR0089;SPC NV E     - 8,230,320.      336,780.      MT  (+/- 180 meters Scaled)
 GR0089
 GR0089                          SUPERSEDED SURVEY CONTROL
 GR0089
 GR0089  NGVD 29 (??/??/92)  540.093  (m)         1771.96   (f) ADJ UNCH    1 2
 GR0089
 GR0089.Superseded values are not recommended for survey control.
 GR0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0089.See file dsdata.txt to determine how the superseded data were derived.
 GR0089
 GR0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA631785(NAD 83)
 GR0089_MARKER: DR = REFERENCE MARK DISK
 GR0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0089_STAMPING: MESQUITE NO 1 1944
 GR0089_MARK LOGO: CGS   
 GR0089_PROJECTION: FLUSH
 GR0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0089+STABILITY: SURFACE MOTION
 GR0089
 GR0089  HISTORY     - Date     Condition        Report By
 GR0089  HISTORY     - 1944     MONUMENTED       CGS
 GR0089  HISTORY     - 1960     GOOD             NGS
 GR0089  HISTORY     - 1982     GOOD             NGS
 GR0089
 GR0089                          STATION DESCRIPTION
 GR0089
 GR0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GR0089'1.5 MI E FROM MESQUITE.
 GR0089'1.5 MILES EAST OF THE POST OFFICE AT MESQUITE, NEVADA, ON U. S.
 GR0089'HIGHWAY 91, THENCE 0.05 MILE SOUTH ON TRACK ROAD, 39.9 FEET NORTH OF
 GR0089'STATION MARK MESQUITE, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 GR0089'POST PROJECTING 2 INCHES.
 GR0089
 GR0089                          STATION RECOVERY (1982)
 GR0089
 GR0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0089'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0089'0.55 KM (0.35 MI) NORTH ALONG HILLSIDE ROAD FROM THE POST OFFICE IN
 GR0089'MESQUITE, THENCE 1.5 KM (0.95 MI) NORTHEAST ALONG OLD US HIGHWAY 91,
 GR0089'AT THE ENTRANCE TO AN EMERGENCY AIRPORT, AT THE NEVADA-ARIZONA STATE
 GR0089'LINE, 62.8 METERS (206 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 13.1
 GR0089'METERS (43 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 GR0089'NORTHEAST-SOUTHWEST DIRT RUNWAY, 11.9 METERS (29 FT) EAST OF THE
 GR0089'CENTER OF A DIRT ROAD.
 GR0089'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 GR0089'THE MARK IS 0.5 M ABOVE THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0090 ***********************************************************************
 GR0090  DESIGNATION -  MESQUITE RM 2
 GR0090  PID         -  GR0090
 GR0090  STATE/COUNTY-  NV/CLARK
 GR0090  USGS QUAD   -  MESQUITE (1985)
 GR0090
 GR0090                         *CURRENT SURVEY CONTROL
 GR0090  ___________________________________________________________________
 GR0090* NAD 83(1986)-  36 48 58.     (N)    114 03 01.     (W)     SCALED    
 GR0090* NAVD 88     -       540.727  (meters)    1774.04   (feet)  POSTED    
 GR0090  ___________________________________________________________________
 GR0090  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 GR0090  DYNAMIC HT  -         540.180 (meters)    1772.24  (feet)  COMP
 GR0090  MODELED GRAV-     979,612.3   (mgal)                       NAVD 88
 GR0090
 GR0090  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0090
 GR0090.The horizontal coordinates were scaled from a topographic map and have
 GR0090.an estimated accuracy of +/- 6 seconds.
 GR0090
 GR0090.The orthometric height was determined by differential leveling
 GR0090.and adjusted by the National Geodetic Survey in 1992..
 GR0090.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0090.rate of 0.0 thru 1.0 mm/km.
 GR0090
 GR0090.The geoid height was determined by GEOID03.
 GR0090
 GR0090.The dynamic height is computed by dividing the NAVD 88
 GR0090.geopotential number by the normal gravity value computed on the
 GR0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0090.degrees latitude (g = 980.6199 gals.).
 GR0090
 GR0090.The modeled gravity was interpolated from observed gravity values.
 GR0090
 GR0090;                    North         East    Units  Estimated Accuracy
 GR0090;SPC NV E     - 8,230,320.      336,780.      MT  (+/- 180 meters Scaled)
 GR0090
 GR0090                          SUPERSEDED SURVEY CONTROL
 GR0090
 GR0090  NGVD 29 (??/??/92)  540.014  (m)         1771.70   (f) ADJ UNCH    2 0
 GR0090
 GR0090.Superseded values are not recommended for survey control.
 GR0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0090.See file dsdata.txt to determine how the superseded data were derived.
 GR0090
 GR0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA631785(NAD 83)
 GR0090_MARKER: DR = REFERENCE MARK DISK
 GR0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0090_STAMPING: MESQUITE NO 2 1944
 GR0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0090+STABILITY: SURFACE MOTION
 GR0090
 GR0090  HISTORY     - Date     Condition        Report By
 GR0090  HISTORY     - 1944     MONUMENTED       CGS
 GR0090  HISTORY     - 1960     GOOD             NGS
 GR0090  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0090
 GR0090                          STATION DESCRIPTION
 GR0090
 GR0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GR0090'1.5 MI E FROM MESQUITE.
 GR0090'1.5 MILES EAST OF THE POST OFFICE AT MESQUITE, NEVADA, ON U. S.
 GR0090'HIGHWAY 91, THENCE 0.05 MILE SOUTH ON TRACK ROAD, 39.8 FEET EAST OF
 GR0090'STATION MARK MESQUITE, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 GR0090'POST PROJECTING 1 INCH.
 GR0090
 GR0090                          STATION RECOVERY (1982)
 GR0090
 GR0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0090'NOT RECOVERED, AREA DESCRIBED HAS BEEN BULLDOZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0769 ***********************************************************************
 MT0769  DESIGNATION -  METRO
 MT0769  PID         -  MT0769
 MT0769  STATE/COUNTY-  NV/ELKO
 MT0769  USGS QUAD   -  OXLEY PEAK (1982)
 MT0769
 MT0769                         *CURRENT SURVEY CONTROL
 MT0769  ___________________________________________________________________
 MT0769* NAD 83(1994)-  41 09 34.58461(N)    114 59 04.00855(W)     ADJUSTED  
 MT0769* NAVD 88     -      1830.6    (meters)    6006.     (feet)  VERTCON   
 MT0769  ___________________________________________________________________
 MT0769  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 MT0769  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 MT0769
 MT0769  HORZ ORDER  -  SECOND
 MT0769
 MT0769.The horizontal coordinates were established by classical geodetic methods
 MT0769.and adjusted by the National Geodetic Survey in June 1998..
 MT0769
 MT0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0769
 MT0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0769
 MT0769.The geoid height was determined by GEOID03.
 MT0769
 MT0769;                    North         East     Units Scale Factor Converg.
 MT0769;SPC NV E     - 8,711,541.913   250,260.780   MT  0.99993108   +0 23 39.0
 MT0769;SPC NV E     -28,581,117.09    821,063.91   sFT  0.99993108   +0 23 39.0
 MT0769;UTM  11      - 4,558,433.251   669,106.271   MT  0.99995196   +1 19 36.7
 MT0769
 MT0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0769!SPC NV E     -   0.99971564  x   0.99993108  =   0.99964674
 MT0769!UTM  11      -   0.99971564  x   0.99995196  =   0.99966761
 MT0769
 MT0769:                Primary Azimuth Mark                     Grid Az
 MT0769:SPC NV E     -  LOOKOUT                                  053 43 43.0
 MT0769:UTM  11      -  LOOKOUT                                  052 47 45.3
 MT0769
 MT0769|---------------------------------------------------------------------|
 MT0769| PID    Reference Object                     Distance      Geod. Az  |
 MT0769|                                                           dddmmss.s |
 MT0769| MT0770 LOOKOUT                             APPROX. 5.3 KM 0540722.0 |
 MT0769| DD5415 METRO RM 1                           17.885 METERS 12346     |
 MT0769| DD5416 METRO RM 2                            4.358 METERS 32248     |
 MT0769|---------------------------------------------------------------------|
 MT0769
 MT0769                          SUPERSEDED SURVEY CONTROL
 MT0769
 MT0769  NAD 83(1994)-  41 09 34.58376(N)    114 59 04.00647(W) AD(       ) 2
 MT0769  NAD 83(1986)-  41 09 34.58144(N)    114 59 04.00260(W) AD(       ) 2
 MT0769  NAD 27      -  41 09 34.86429(N)    114 59 00.84014(W) AD(       ) 2
 MT0769  NGVD 29 (07/19/86) 1829.4    (m)         6002.     (f) VERT ANG       
 MT0769
 MT0769.Superseded values are not recommended for survey control.
 MT0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0769.See file dsdata.txt to determine how the superseded data were derived.
 MT0769
 MT0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF6910658433(NAD 83)
 MT0769_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MT0769_SETTING: 80 = SET IN A BOULDER
 MT0769_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MT0769
 MT0769  HISTORY     - Date     Condition        Report By
 MT0769  HISTORY     - 1957     MONUMENTED       CGS
 MT0769  HISTORY     - 1963     SEE DESCRIPTION  USAF
 MT0769
 MT0769                          STATION DESCRIPTION
 MT0769
 MT0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0769'THE STATION IS ABOUT 3-1/2 MILES NORTH-NORTHWEST OF WELLS
 MT0769'ON THE SOUTH END OF A PROMINENT ROCKY RIDGE ABOUT 1/4 MILE
 MT0769'NORTHEAST OF THE WELLS-METROPOLIS ROAD FROM A POINT WHERE IT
 MT0769'PASSES ALONG THE BASE OF THE RIDGE, AND ABOUT 1 MILE
 MT0769'NORTH-NORTHWEST OF THE C.A.A., V.O.R. INSTALLATION.
 MT0769'
 MT0769'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION IN WELLS,
 MT0769'CROSS THE RAILROAD TRACKS ON THE WEST SIDE OF THE STATION
 MT0769'AND GO NORTH FOR 0.1 MILE, TURN LEFT AND FOLLOW THE METROPOLIS
 MT0769'ROAD WEST, NORTH AND NORTH-NORTHWEST FOR 2.6 MILES TO THE
 MT0769'V.O.R. INSTALLATION ON THE LEFT SIDE OF THE ROAD.  CONTINUE
 MT0769'NORTHERLY ON THE MAIN ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT.
 MT0769'TURN RIGHT AND GO NORTHEAST ON TRACK ROAD FOR 0.2 MILE,
 MT0769'KEEP LEFT, NORTHERLY FOR 0.5 MILE TO A POINT WHERE YOU LEAVE
 MT0769'THE ROAD.  TURN LEFT, WESTERLY, CROSS-COUNTRY DOWN ACROSS THE
 MT0769'FLAT AND UP RIGHT SIDE OF WASH FOR 0.2 MILE TO CREST OF
 MT0769'RIDGE.  BEAR LEFT, SOUTHERLY, ALONG THE CREST OF THE RIDGE FOR
 MT0769'0.2 MILE TO THE EXTREME SOUTH POINT OF RIDGE AND STATION.
 MT0769'
 MT0769'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 MT0769'IN DRILL HOLES IN LARGE BOULDERS.
 MT0769'
 MT0769'THE STATION MARK, STAMPED METRO 1957, IS ON THE HIGHEST POINT
 MT0769'OF THE ROCK FORMATION AND 10 FEET NORTH OF A WITNESS POST.
 MT0769'
 MT0769'REFERENCE MARK 1, STAMPED METRO NO 1 1957, IS IN A LARGE
 MT0769'OUTCROP THAT IS FLUSH ON THE EAST, AND THE WEST FACE OF THE
 MT0769'ROCK DROPS OFF FOR ABOUT 10 FEET TO THE GROUND.  THE MARK IS
 MT0769'2 FEET SOUTH OF THE NORTH EDGE AND 1 FOOT EAST OF THE WEST
 MT0769'EDGE, AND IS ABOUT 5 FEET LOWER THAN THE STATION.
 MT0769'
 MT0769'REFERENCE MARK 2, STAMPED METRTO NO 2 1957, IS IN A LARGE
 MT0769'OUTCROP ABOUT 2 FEET LOWER THAN THE STATION.  THE ROCK IS
 MT0769'ABOUT 4 FEET ABOVE THE GROUND ON THE WEST SIDE.  THE MARK
 MT0769'IS 1 FOOT EAST OF THE WEST EDGE AND 6 FEET NORTH OF THE
 MT0769'SOUTH EDGE OF THE ROCK.
 MT0769
 MT0769                          STATION RECOVERY (1963)
 MT0769
 MT0769'RECOVERY NOTE BY US AIR FORCE 1963
 MT0769'STATION RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0815 ***********************************************************************
 MT0815  DESIGNATION -  METROPOLIS
 MT0815  PID         -  MT0815
 MT0815  STATE/COUNTY-  NV/ELKO
 MT0815  USGS QUAD   -  METROPOLIS (1967)
 MT0815
 MT0815                         *CURRENT SURVEY CONTROL
 MT0815  ___________________________________________________________________
 MT0815* NAD 83(1994)-  41 14 34.54040(N)    115 05 00.92948(W)     ADJUSTED  
 MT0815* NAVD 88     -      1734.2    (meters)    5690.     (feet)  VERTCON   
 MT0815  ___________________________________________________________________
 MT0815  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 MT0815  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 MT0815
 MT0815  HORZ ORDER  -  FIRST
 MT0815
 MT0815.The horizontal coordinates were established by classical geodetic methods
 MT0815.and adjusted by the National Geodetic Survey in June 1998..
 MT0815
 MT0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0815
 MT0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0815
 MT0815.The geoid height was determined by GEOID03.
 MT0815
 MT0815;                    North         East     Units Scale Factor Converg.
 MT0815;SPC NV E     - 8,720,741.983   241,886.997   MT  0.99992159   +0 19 46.1
 MT0815;SPC NV E     -28,611,300.99    793,590.92   sFT  0.99992159   +0 19 46.1
 MT0815;UTM  11      - 4,567,495.758   660,583.648   MT  0.99991737   +1 15 49.2
 MT0815
 MT0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0815!SPC NV E     -   0.99973076  x   0.99992159  =   0.99965238
 MT0815!UTM  11      -   0.99973076  x   0.99991737  =   0.99964816
 MT0815
 MT0815:                Primary Azimuth Mark                     Grid Az
 MT0815:SPC NV E     -  METROPOLIS AZ MK                         034 38 35.6
 MT0815:UTM  11      -  METROPOLIS AZ MK                         033 42 32.5
 MT0815
 MT0815|---------------------------------------------------------------------|
 MT0815| PID    Reference Object                     Distance      Geod. Az  |
 MT0815|                                                           dddmmss.s |
 MT0815| DD5417 METROPOLIS AZ MK                                   0345821.7 |
 MT0815| DD5418 METROPOLIS RM 1                      10.333 METERS 04538     |
 MT0815| MT0818 BEACON 45=BELL TEL MICRO REL TWR KO APPROX.15.6 KM 1820645.3 |
 MT0815| DD5419 METROPOLIS RM 2                      24.074 METERS 28711     |
 MT0815|---------------------------------------------------------------------|
 MT0815
 MT0815                          SUPERSEDED SURVEY CONTROL
 MT0815
 MT0815  NAD 83(1994)-  41 14 34.53883(N)    115 05 00.92680(W) AD(       ) 1
 MT0815  NAD 83(1986)-  41 14 34.53743(N)    115 05 00.92344(W) AD(       ) 1
 MT0815  NAD 27      -  41 14 34.82458(N)    115 04 57.74360(W) AD(       ) 1
 MT0815  NGVD 29 (07/19/86) 1733.0    (m)         5686.     (f) VERT ANG       
 MT0815
 MT0815.Superseded values are not recommended for survey control.
 MT0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0815.See file dsdata.txt to determine how the superseded data were derived.
 MT0815
 MT0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF6058467496(NAD 83)
 MT0815_MARKER: DS = TRIANGULATION STATION DISK
 MT0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0815
 MT0815  HISTORY     - Date     Condition        Report By
 MT0815  HISTORY     - 1940     MONUMENTED       CGS
 MT0815
 MT0815                          STATION DESCRIPTION
 MT0815
 MT0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0815'STATION IS LOCATED ON THE SUMMIT OF A FLAT BENCHLAND 1-3/4
 MT0815'MILES AIR LINE, NW OF METROPOLIS, 11 MILES NW OF WELLS, AND
 MT0815'0.15 MILE S OF AN E-W TRACK ROAD ON THE W EDGE OF THE BENCH
 MT0815'WHICH DROPS OFF SHARPLY INTO A GRASSY MEADOW.  STATION MARK IS
 MT0815'75 FEET E OF EDGE OF BENCH.
 MT0815'
 MT0815'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MT0815'BRONZE DISKS SET IN CONCRETE.
 MT0815'
 MT0815'REFERENCE MARK NO. 1 IS NE OF STATION IN LINE WITH WHITE POST.
 MT0815'
 MT0815'REFERENCE MARK NO. 2 IS ON W EDGE OF BENCH.
 MT0815'
 MT0815'AZIMUTH MARK IS 1.8 MILES NNE IN N FENCE LINE OF ROAD 0.1 MILE
 MT0815'W OF RANCH HOUSE.
 MT0815'
 MT0815'WITNESS MARK IS A 4- BY 4-INCH WHITE POST, 3-1/2 FEET HIGH, 38
 MT0815'FEET NE OF STATION.
 MT0815'
 MT0815'TO REACH THE STANDARD OIL COMPANY TANKS IN THE N PART OF WELLS,
 MT0815'FOLLOW THE MAIN ROAD, NORTHWESTERLY 4.0 MILES WHERE ROAD TURNS
 MT0815'DUE N.  CONTINUE ON MAIN ROAD 2.8 MILES TO FORKS.  TAKE LEFT FORK
 MT0815'AND FOLLOW MAIN ROAD 3.6 MILES TO DESERTED BUILDINGS AND BRICK
 MT0815'SCHOOLHOUSE, (METROPOLIS).  KEEP STRAIGHT AHEAD ON MAIN ROAD 1.2
 MT0815'MILES TO TRACK ROAD, LEFT, ALONG E-W WIRE FENCE.  GO DUE W ON
 MT0815'TRACK ROAD 1.2 MILES WHERE THE ROAD DROPS OFF BENCH INTO GRASSY
 MT0815'VALLEY.  TURN LEFT, S, ALONG EDGE OF BENCH 0.15 MILE TO
 MT0815'STATION.
 MT0815'
 MT0815'A 4-FOOT STAND WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7756 ***********************************************************************
 AC7756  SACS        -  This is a Secondary Airport Control Station.
 AC7756  DESIGNATION -  MEV AP STA A
 AC7756  PID         -  AC7756
 AC7756  STATE/COUNTY-  NV/DOUGLAS
 AC7756  USGS QUAD   -  MINDEN (1982)
 AC7756
 AC7756                         *CURRENT SURVEY CONTROL
 AC7756  ___________________________________________________________________
 AC7756* NAD 83(1999)-  38 59 28.27359(N)    119 45 03.30200(W)     ADJUSTED  
 AC7756* NAVD 88     -      1437.88   (meters)    4717.4    (feet)  GPS OBS   
 AC7756  ___________________________________________________________________
 AC7756  EPOCH DATE  -        1999.37
 AC7756  X           -  -2,463,804.519 (meters)                     COMP
 AC7756  Y           -  -4,310,603.664 (meters)                     COMP
 AC7756  Z           -   3,992,445.885 (meters)                     COMP
 AC7756  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AC7756  ELLIP HEIGHT-        1413.29  (meters)          (07/15/03) GPS OBS
 AC7756  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AC7756
 AC7756  HORZ ORDER  -  FIRST
 AC7756  ELLP ORDER  -  FOURTH    CLASS II
 AC7756
 AC7756.This mark is at Minden Airport (MEV)
 AC7756
 AC7756.The horizontal coordinates were established by GPS observations
 AC7756.and adjusted by the National Geodetic Survey in July 2003..
 AC7756.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC7756.DATUM ITEM on the data sheet items page.
 AC7756.The horizontal coordinates are valid at the epoch date displayed above.
 AC7756.The epoch date for horizontal control is a decimal equivalence
 AC7756.of Year/Month/Day.
 AC7756
 AC7756.The orthometric height was determined by GPS observations and a
 AC7756.high-resolution geoid model.
 AC7756
 AC7756.GPS derived orthometric heights for airport stations designated as
 AC7756.PACS or SACS are published to 2 decimal places.  This maintains
 AC7756.centimeter relative accuracy between the PACS and SACS.  It does
 AC7756.not indicate centimeter accuracy relative to other marks which are
 AC7756.part of the NAVD 88 network.
 AC7756
 AC7756.Photographs are available for this station.
 AC7756
 AC7756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7756
 AC7756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7756
 AC7756.The ellipsoidal height was determined by GPS observations
 AC7756.and is referenced to NAD 83.
 AC7756
 AC7756.The geoid height was determined by GEOID03.
 AC7756
 AC7756;                    North         East     Units Scale Factor Converg.
 AC7756;SPC NV W     - 4,471,268.727   698,852.502   MT  1.00002594   -0 44 04.9
 AC7756;SPC NV W     -14,669,487.48  2,292,818.58   sFT  1.00002594   -0 44 04.9
 AC7756;UTM  11      - 4,319,398.943   261,744.449   MT  1.00029904   -1 43 54.1
 AC7756
 AC7756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7756!SPC NV W     -   0.99977831  x   1.00002594  =   0.99980424
 AC7756!UTM  11      -   0.99977831  x   1.00029904  =   1.00007728
 AC7756
 AC7756                          SUPERSEDED SURVEY CONTROL
 AC7756
 AC7756.No superseded survey control is available for this station.
 AC7756
 AC7756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6174419399(NAD 83)
 AC7756_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7756_STAMPING: AP 1972 MEV STA A
 AC7756_MARK LOGO: CGS   
 AC7756_PROJECTION: FLUSH
 AC7756_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7756+STABILITY: SURFACE MOTION
 AC7756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7756+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 AC7756
 AC7756  HISTORY     - Date     Condition        Report By
 AC7756  HISTORY     - 1972     MONUMENTED       CGS
 AC7756  HISTORY     - 20030520 GOOD             NGS
 AC7756
 AC7756                          STATION DESCRIPTION
 AC7756
 AC7756'DESCRIBED BY COAST AND GEODETIC SURVEY 1972 (DLS)
 AC7756'STATION IS AT THE DOUGLAS COUNTY AIRPORT, LOCATED NEAR THE S END OF
 AC7756'THE N-S RUNWAY, 274.5 FT (83.7 M) E OF TMB-4-72, 200.2 FT (61.0 M) E
 AC7756'OF SE CORNER OF RWY 16-34, 10 FT (3.0 M) E OF TOP OF BANK, AND 4.0 FT
 AC7756'(1.2 M) S OF WITNESS POST.  MARK IS A STANDARD CGS TOPOGRAPHIC DISK
 AC7756'SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.  MARK IS
 AC7756'STAMPED AP 1972 NEV STA A.
 AC7756
 AC7756                          STATION RECOVERY (2003)
 AC7756
 AC7756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (ED)
 AC7756'STATION LOCATED ABOUT 3 MI NORTH OF MINDEN, 1.2 MI EAST OF US HWY 395,
 AC7756'AT THE MINDEN
 AC7756'TAHOE AIRPORT, NEAR THE SOUTH END OF THE NORTH SOUTH RUNWAY.OWNERSHIP
 AC7756'IS DOUGLAS
 AC7756'COUNTY, P.O. BOX 218 , MINDEN, NV 89423   PHONE 702 782-9871  CONTACT
 AC7756'THE AIRPORT MANAGER
 AC7756'PRIOR TO OCCUPYING THE STATION.
 AC7756' TO REACH FROM THE JUNCTION OF US HWY 395 AND STATE HWY 88 ON THE
 AC7756'NORTH SIDE OF MINDEN.
 AC7756'GO NORTH ON US 395 FOR 2.8 MI TO A PAVED ROAD ON THE RIGHT. TURN RIGHT
 AC7756'AND TRAVEL EAST ON
 AC7756'COUNTY ROAD 759 FOR 1.25 MI TO A PAVED ENTRANCE ROAD ON THE LEFT. TURN
 AC7756'LEFT AND PASS
 AC7756'THRU GATE AND TRAVEL NORTH FOR  100 FT TO APRON. TURN RIGHT AND TRAVEL
 AC7756'EAST  FOR .3 MI
 AC7756'ACROSS APRON TO THE JUNCTION OF TWY AND APRON. BEAR RIGHT ALONG TWY
 AC7756'AND TRAVEL
 AC7756'SOUTH  FOR .55 MI TO RWY END 34. CROSS RWY  TO STATION ON THE LEFT ON
 AC7756'A RISE.
 AC7756'THE STATION IS A TOPOGRAPHIC DISK SET IN A ROUND CONCRETE POST FLUSH
 AC7756'TO THE GROUND
 AC7756'STAMPED-- AP 1972 MEV AP STA A. THE STATION IS 274.5 FT NORTHEAST OF
 AC7756'THE RWY END, 200.2 FT
 AC7756'NORTHEAST OF EDGE OF RWY, AND 4.0 FT SOUTH OF WITNESS POST.
 AC7756'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL.
 AC7756'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7757 ***********************************************************************
 AC7757  SACS        -  This is a Secondary Airport Control Station.
 AC7757  DESIGNATION -  MEV AP STA B
 AC7757  PID         -  AC7757
 AC7757  STATE/COUNTY-  NV/DOUGLAS
 AC7757  USGS QUAD   -  GENOA (1994)
 AC7757
 AC7757                         *CURRENT SURVEY CONTROL
 AC7757  ___________________________________________________________________
 AC7757* NAD 83(1999)-  39 00 41.32370(N)    119 45 04.27323(W)     ADJUSTED  
 AC7757* NAVD 88     -      1434.28   (meters)    4705.6    (feet)  GPS OBS   
 AC7757  ___________________________________________________________________
 AC7757  EPOCH DATE  -        1999.37
 AC7757  X           -  -2,463,119.764 (meters)                     COMP
 AC7757  Y           -  -4,309,358.538 (meters)                     COMP
 AC7757  Z           -   3,994,194.659 (meters)                     COMP
 AC7757  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AC7757  ELLIP HEIGHT-        1409.71  (meters)          (07/15/03) GPS OBS
 AC7757  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AC7757
 AC7757  HORZ ORDER  -  FIRST
 AC7757  ELLP ORDER  -  FOURTH    CLASS II
 AC7757
 AC7757.This mark is at Minden Airport (MEV)
 AC7757
 AC7757.The horizontal coordinates were established by GPS observations
 AC7757.and adjusted by the National Geodetic Survey in July 2003..
 AC7757.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC7757.DATUM ITEM on the data sheet items page.
 AC7757.The horizontal coordinates are valid at the epoch date displayed above.
 AC7757.The epoch date for horizontal control is a decimal equivalence
 AC7757.of Year/Month/Day.
 AC7757
 AC7757.The orthometric height was determined by GPS observations and a
 AC7757.high-resolution geoid model.
 AC7757
 AC7757.GPS derived orthometric heights for airport stations designated as
 AC7757.PACS or SACS are published to 2 decimal places.  This maintains
 AC7757.centimeter relative accuracy between the PACS and SACS.  It does
 AC7757.not indicate centimeter accuracy relative to other marks which are
 AC7757.part of the NAVD 88 network.
 AC7757
 AC7757.Photographs are available for this station.
 AC7757
 AC7757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7757
 AC7757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7757
 AC7757.The ellipsoidal height was determined by GPS observations
 AC7757.and is referenced to NAD 83.
 AC7757
 AC7757.The geoid height was determined by GEOID03.
 AC7757
 AC7757;                    North         East     Units Scale Factor Converg.
 AC7757;SPC NV W     - 4,473,521.593   698,858.029   MT  1.00002592   -0 44 06.7
 AC7757;SPC NV W     -14,676,878.76  2,292,836.72   sFT  1.00002592   -0 44 06.7
 AC7757;UTM  11      - 4,321,651.986   261,789.196   MT  1.00029877   -1 43 57.4
 AC7757
 AC7757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7757!SPC NV W     -   0.99977887  x   1.00002592  =   0.99980479
 AC7757!UTM  11      -   0.99977887  x   1.00029877  =   1.00007757
 AC7757
 AC7757                          SUPERSEDED SURVEY CONTROL
 AC7757
 AC7757.No superseded survey control is available for this station.
 AC7757
 AC7757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6178921652(NAD 83)
 AC7757_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7757_STAMPING: AP 1972 MEV STA B
 AC7757_MARK LOGO: CGS   
 AC7757_PROJECTION: FLUSH
 AC7757_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7757+STABILITY: SURFACE MOTION
 AC7757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7757+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 AC7757
 AC7757  HISTORY     - Date     Condition        Report By
 AC7757  HISTORY     - 1972     MONUMENTED       CGS
 AC7757  HISTORY     - 20030520 GOOD             NGS
 AC7757
 AC7757                          STATION DESCRIPTION
 AC7757
 AC7757'DESCRIBED BY COAST AND GEODETIC SURVEY 1972 (DLS)
 AC7757'STATION IS AT THE DOUGLAS COUNTY AIRPORT, LOCATED NEAR THE N END OF
 AC7757'THE N-S RUNWAY, 231.4 FT (70.5 M) S OF FENCE, 224.9 FT (68.5 M) E OF
 AC7757'TBM-5-72, 150.0 FT (45.7 M) E OF NE CORNER OF RWY 16-34, AND 59.8 FT
 AC7757'(18.2 M) W OF CENTER OF DITCH.  MARK IS A STANDARD CGS TOPOGRAPHIC
 AC7757'DISK SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND. MARK
 AC7757'IS STAMPED AP 1972 NEV ST B.
 AC7757
 AC7757                          STATION RECOVERY (2003)
 AC7757
 AC7757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (ED)
 AC7757'STATION LOCATED ABOUT 3 MI NORTH OF MINDEN, 1.2 MI EAST OF US HWY 395,
 AC7757'AT THE MINDEN
 AC7757'TAHOE AIRPORT, NEAR THE NORTH  END OF THE NORTH SOUTH RUNWAY.OWNERSHIP
 AC7757'IS DOUGLAS
 AC7757'COUNTY, P.O. BOX 218 , MINDEN, NV 89423   PHONE 702 782-9871  CONTACT
 AC7757'THE AIRPORT MANAGER
 AC7757'PRIOR TO OCCUPYING THE STATION.
 AC7757' TO REACH FROM THE JUNCTION OF US HWY 395 AND STATE HWY 88 ON THE
 AC7757'NORTH SIDE OF MINDEN.
 AC7757'GO NORTH ON US 395 FOR 2.8 MI TO A PAVED ROAD ON THE RIGHT. TURN RIGHT
 AC7757'AND TRAVEL EAST ON
 AC7757'COUNTY ROAD 759 FOR 1.25 MI TO A PAVED ENTRANCE ROAD ON THE LEFT. TURN
 AC7757'LEFT AND PASS
 AC7757'THRU GATE AND TRAVEL NORTH FOR  100 FT TO APRON. TURN RIGHT AND TRAVEL
 AC7757'EAST  FOR .3 MI
 AC7757'ACROSS APRON TO THE JUNCTION OF TWY AND APRON. TURN LEFT ON TWY AND
 AC7757'TRAVEL NORTH FOR
 AC7757'.85 MI TO RWY END 16. CROSS RWY TO STATION ON THE RIGHT.
 AC7757'THE STATION IS A TOPOGRAPHIC DISH SET IN TOP OF A CONCRETE POST FLUSH
 AC7757'WITH THE GROUND.
 AC7757'STAMPED-- AP 1972 MEV STA B. THE STATION IS 225 FT EAST OF THE RWY
 AC7757'CENTER LINE, 200 FT EAST
 AC7757'OF THE EDGE OF THE RWY, 60 FT WEST OF A DITCH AND 4 FT WEST OF WITNESS
 AC7757'POST. THE STATION
 AC7757'HAS BEEN DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AC7757' 
 AC7757'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1308 ***********************************************************************
 JR1308  DESIGNATION -  MICKEY
 JR1308  PID         -  JR1308
 JR1308  STATE/COUNTY-  NV/LYON
 JR1308  USGS QUAD   -  YERINGTON (1986)
 JR1308
 JR1308                         *CURRENT SURVEY CONTROL
 JR1308  ___________________________________________________________________
 JR1308* NAD 83(1994)-  38 59 11.69934(N)    119 14 39.82718(W)     ADJUSTED  
 JR1308* NAVD 88     -      1943.6    (meters)    6377.     (feet)  VERTCON   
 JR1308  ___________________________________________________________________
 JR1308  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 JR1308  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 JR1308
 JR1308  HORZ ORDER  -  THIRD
 JR1308
 JR1308.The horizontal coordinates were established by classical geodetic methods
 JR1308.and adjusted by the National Geodetic Survey in June 1998..
 JR1308
 JR1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1308
 JR1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1308
 JR1308.The geoid height was determined by GEOID03.
 JR1308
 JR1308;                    North         East     Units Scale Factor Converg.
 JR1308;SPC NV W     - 4,470,317.028   742,729.127   MT  0.99994037   -0 24 57.3
 JR1308;SPC NV W     -14,666,365.12  2,436,770.48   sFT  0.99994037   -0 24 57.3
 JR1308;UTM  11      - 4,317,683.766   305,606.607   MT  1.00006533   -1 24 44.9
 JR1308
 JR1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1308!SPC NV W     -   0.99969902  x   0.99994037  =   0.99963941
 JR1308!UTM  11      -   0.99969902  x   1.00006533  =   0.99976433
 JR1308
 JR1308|---------------------------------------------------------------------|
 JR1308| PID    Reference Object                     Distance      Geod. Az  |
 JR1308|                                                           dddmmss.s |
 JR1308| CS8848 MICKEY RM 1                           7.559 METERS 12419     |
 JR1308| CS8849 MICKEY RM 2                           7.772 METERS 16759     |
 JR1308|---------------------------------------------------------------------|
 JR1308
 JR1308                          SUPERSEDED SURVEY CONTROL
 JR1308
 JR1308  NAD 83(1992)-  38 59 11.69974(N)    119 14 39.80515(W) AD(       ) 3
 JR1308  NGVD 29 (03/15/94) 1942.5    (m)         6373.     (f) VERT ANG       
 JR1308
 JR1308.Superseded values are not recommended for survey control.
 JR1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1308.See file dsdata.txt to determine how the superseded data were derived.
 JR1308
 JR1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0560717684(NAD 83)
 JR1308_MARKER: DD = SURVEY DISK
 JR1308_SETTING: 80 = SET IN A BOULDER
 JR1308_SP_SET: SHATTERED ROCK
 JR1308_STAMPING: 6364 VA
 JR1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR1308+STABILITY: SURFACE MOTION
 JR1308
 JR1308  HISTORY     - Date     Condition        Report By
 JR1308  HISTORY     - 1913     MONUMENTED       USGS
 JR1308  HISTORY     - 1955     GOOD             USGS
 JR1308
 JR1308                          STATION DESCRIPTION
 JR1308
 JR1308'DESCRIBED BY US GEOLOGICAL SURVEY 1913
 JR1308'LOCATED ABOUT 4.5 MI W. OF YERINGTON, 0.8 MI N. OF RD. AT MICKEY
 JR1308'PASS, ABOUT 0.5 MI W. OF NEVADA-YERINGTON MINE.  ON NORTHERN ONE
 JR1308'OF TWO TIPS ON HIGHEST MOUNTAIN.
 JR1308'
 JR1308'SEE 1955 RECOVERY FOR TO REACH.
 JR1308'
 JR1308'STATION MARK--STANDARD BRONZE TABLET STAMPED---6364 VA---, CEMENTED
 JR1308'IN SHATTERED ROCK OF SUMMIT.
 JR1308'
 JR1308'RM 1--TACK IN PEG, 10 FT BELOW STATION MARK.
 JR1308'
 JR1308'RM 2--TACK IN PEG, 10 FT BELOW STATION MARK.
 JR1308
 JR1308                          STATION RECOVERY (1955)
 JR1308
 JR1308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JR1308'RECOVERED AS DESCRIBED BY USGS.
 JR1308'
 JR1308'TO REACH FROM POST OFFICE IN WEED HEIGHTS (ANACONDA COMPANY) NEAR
 JR1308'YERINGTON, DRIVE 0.1 MI SW. TO PYRAMID AVENUE.  TURN RIGHT 0.1 MI
 JR1308'W. TO GOLDFIELD STREET.  TURN RIGHT 0.4 MI TO END OF GOLDFIELD
 JR1308'STREET.  TAKE MINE RD. 0.25 MI NW. TO RD. LEFT (E.) OF DITCH.  TURN
 JR1308'LEFT 0.5 MI TO E.-W. RD.  TURN RIGHT 0.3 MI TO Y-FORKS.  TAKE
 JR1308'RIGHT TURN 0.7 MI TO Y AT SADDLE.  KEEP LEFT (STRAIGHT) 0.3 MI TO
 JR1308'Y-FORKS.  TAKE RIGHT FORK 0.6 MI UP DRAW TO SADDLE AND END OF RD.
 JR1308'(LAST 0.6 MI BY 4-WHEEL DRIVE).  PACK W. TO TOP AND STATION.
 JR1308'ABOUT A 15-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1742 ***********************************************************************
 KR1742  DESIGNATION -  MID
 KR1742  PID         -  KR1742
 KR1742  STATE/COUNTY-  NV/STOREY
 KR1742  USGS QUAD   -  PATRICK (1980)
 KR1742
 KR1742                         *CURRENT SURVEY CONTROL
 KR1742  ___________________________________________________________________
 KR1742* NAD 83(1994)-  39 30 15.48961(N)    119 33 08.15778(W)     ADJUSTED  
 KR1742* NAVD 88     -      2195.1    (meters)    7202.     (feet)  VERTCON   
 KR1742  ___________________________________________________________________
 KR1742  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 KR1742  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KR1742
 KR1742  HORZ ORDER  -  THIRD
 KR1742
 KR1742.The horizontal coordinates were established by classical geodetic methods
 KR1742.and adjusted by the National Geodetic Survey in June 1998..
 KR1742
 KR1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1742
 KR1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1742
 KR1742.The geoid height was determined by GEOID03.
 KR1742
 KR1742;                    North         East     Units Scale Factor Converg.
 KR1742;SPC NV W     - 4,528,028.962   716,671.490   MT  0.99998546   -0 36 59.1
 KR1742;SPC NV W     -14,855,708.35  2,351,279.71   sFT  0.99998546   -0 36 59.1
 KR1742;UTM  11      - 4,375,852.314   280,558.221   MT  1.00019292   -1 37 27.2
 KR1742
 KR1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1742!SPC NV W     -   0.99965950  x   0.99998546  =   0.99964497
 KR1742!UTM  11      -   0.99965950  x   1.00019292  =   0.99985236
 KR1742
 KR1742                          SUPERSEDED SURVEY CONTROL
 KR1742
 KR1742  NAD 83(1992)-  39 30 15.49595(N)    119 33 08.15248(W) AD(       ) 3
 KR1742  NAD 83(1986)-  39 30 15.49735(N)    119 33 08.14284(W) AD(       ) 3
 KR1742  NAD 27      -  39 30 15.80830(N)    119 33 04.48690(W) AD(       ) 3
 KR1742  NGVD 29 (07/19/86) 2194.0    (m)         7198.     (f) VERT ANG       
 KR1742
 KR1742.Superseded values are not recommended for survey control.
 KR1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1742.See file dsdata.txt to determine how the superseded data were derived.
 KR1742
 KR1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8055875852(NAD 83)
 KR1742
 KR1742  HISTORY     - Date     Condition        Report By
 KR1742  HISTORY     - 1958     MONUMENTED       CGS
 KR1742
 KR1742                          STATION DESCRIPTION
 KR1742
 KR1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 KR1742'ON THE SUMMIT OF A HIGH RATHER POINTED PEAK ABOUT 11-1/2 MILES
 KR1742'EAST-SOUTHEAST OF SPARKS, 3-1/2 MILES SOUTH OF U.S. HIGHWAY 40.
 KR1742'STATION PROBABLY MARKED BY A BOLT DRIVEN INTO OUTCROPPING ROCK,
 KR1742'AND OVER WHICH WAS MOUNTED A TARGET STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0469 ***********************************************************************
 MU0469  DESIGNATION -  MIDAS
 MU0469  PID         -  MU0469
 MU0469  STATE/COUNTY-  NV/ELKO
 MU0469  USGS QUAD   -  JAKE CREEK MTN (1965)
 MU0469
 MU0469                         *CURRENT SURVEY CONTROL
 MU0469  ___________________________________________________________________
 MU0469* NAD 83(1994)-  41 13 04.87830(N)    116 54 21.99411(W)     ADJUSTED  
 MU0469* NAVD 88     -      2556.5    (meters)    8387.     (feet)  VERTCON   
 MU0469  ___________________________________________________________________
 MU0469  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 MU0469  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 MU0469
 MU0469  HORZ ORDER  -  FIRST
 MU0469
 MU0469.The horizontal coordinates were established by classical geodetic methods
 MU0469.and adjusted by the National Geodetic Survey in June 1998..
 MU0469
 MU0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0469
 MU0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0469
 MU0469.The geoid height was determined by GEOID03.
 MU0469
 MU0469;                    North         East     Units Scale Factor Converg.
 MU0469;SPC NV E     - 8,718,699.521    89,085.293   MT  1.00005136   -0 52 18.1
 MU0469;SPC NV E     -28,604,600.01    292,274.00   sFT  1.00005136   -0 52 18.1
 MU0469;UTM  11      - 4,562,964.253   507,870.260   MT  0.99960076   +0 03 42.7
 MU0469
 MU0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0469!SPC NV E     -   0.99960211  x   1.00005136  =   0.99965345
 MU0469!UTM  11      -   0.99960211  x   0.99960076  =   0.99920302
 MU0469
 MU0469:                Primary Azimuth Mark                     Grid Az
 MU0469:SPC NV E     -  MIDAS RM 3 AZIMUTH                       014 32 35.4
 MU0469:UTM  11      -  MIDAS RM 3 AZIMUTH                       013 36 34.6
 MU0469
 MU0469|---------------------------------------------------------------------|
 MU0469| PID    Reference Object                     Distance      Geod. Az  |
 MU0469|                                                           dddmmss.s |
 MU0469| DD5420 MIDAS RM 3 AZIMUTH                                 0134017.3 |
 MU0469| DD5421 MIDAS RM 1                           16.026 METERS 07513     |
 MU0469| DD5422 MIDAS RM 2                           20.903 METERS 17009     |
 MU0469|---------------------------------------------------------------------|
 MU0469
 MU0469                          SUPERSEDED SURVEY CONTROL
 MU0469
 MU0469  NAD 83(1986)-  41 13 04.88153(N)    116 54 21.99376(W) AD(       ) 1
 MU0469  NAD 27      -  41 13 05.23300(N)    116 54 18.60300(W) AD(       ) 1
 MU0469  NGVD 29 (11/08/90) 2555.4    (m)         8384.     (f) VERT ANG       
 MU0469
 MU0469.Superseded values are not recommended for survey control.
 MU0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0469.See file dsdata.txt to determine how the superseded data were derived.
 MU0469
 MU0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF0787062964(NAD 83)
 MU0469_MARKER: DS = TRIANGULATION STATION DISK
 MU0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0469_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MU0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0469+STABILITY: SURFACE MOTION
 MU0469
 MU0469  HISTORY     - Date     Condition        Report By
 MU0469  HISTORY     - 1934     MONUMENTED       CGS
 MU0469  HISTORY     - 1964     GOOD             USGS
 MU0469
 MU0469                          STATION DESCRIPTION
 MU0469
 MU0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 MU0469'STATION IS ON HIGHEST POINT OF MOUNTAIN LYING NORTH OF SPRING
 MU0469'BRANCH ABOUT 5 MILES, AIRLINE, FROM MIDAS AND 2-1/2 MILES
 MU0469'FROM THE GOLCONDA-MIDAS HIGHWAY.
 MU0469'
 MU0469'REACHED FROM GOLCONDA AS FOLLOWS--FROM DEPOT AT GOLCONDA
 MU0469'GO EAST ON SOUTH SIDE OF RAILROAD TRACKS, FOR 5.5 MILES TO
 MU0469'PREBLE CROSSING, CROSS RIVER AND CONTINUE ON MIDAS ROAD 23.0
 MU0469'MILES TO A CROSS ROAD WITH TWO LARGE MAIL BOXES NEAR CLOVER
 MU0469'RANCH, CONTINUE STRAIGHT AHEAD 4.6 MILES TO A RANCH HOUSE TO
 MU0469'LEFT OF ROAD, STRAIGHT AHEAD 3.9 MILES AND TAKE LEFT FORK,
 MU0469'CONTINUE 0.2 MILE, TURN LEFT OFF ROAD AND GO ABOUT 1-1/2 MILES
 MU0469'ACROSS COUNTRY TO END OF TRUCK TRAVEL.  LEAVE TRUCK AND
 MU0469'FOLLOW UP CANYON TO TOP OF SADDLE, THEN TURN LEFT ON
 MU0469'WELL-WORN TRAIL AND FOLLOW TO HIGHEST POINT AND STATION.
 MU0469'
 MU0469'SURFACE MARK AND REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD
 MU0469'BRONZE DISKS .
 MU0469'
 MU0469'REFERENCE MARK NO. 3 (AZIMUTH MARK), IS NORTH-NORTHEAST
 MU0469'1/4 MILE ON LARGE ROCK OUTCROP.
 MU0469
 MU0469                          STATION RECOVERY (1964)
 MU0469
 MU0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MU0469'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41116-3, STATION 1004.
 MU0469'STATION REACHED BY HELICOPTER. STATION MARK--A STANDARD BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0400 ***********************************************************************
 JP0400  DESIGNATION -  MIDDLE
 JP0400  PID         -  JP0400
 JP0400  STATE/COUNTY-  NV/NYE
 JP0400  USGS QUAD   -  DUCKWATER (1990)
 JP0400
 JP0400                         *CURRENT SURVEY CONTROL
 JP0400  ___________________________________________________________________
 JP0400* NAD 83(1994)-  38 54 16.31108(N)    115 37 46.23402(W)     ADJUSTED  
 JP0400* NAVD 88     -      1612.11   (+/-2cm)    5289.1    (feet)  VERTCON   
 JP0400  ___________________________________________________________________
 JP0400  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 JP0400  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 JP0400
 JP0400  HORZ ORDER  -  FIRST
 JP0400  VERT ORDER  -  THIRD ? (See Below)
 JP0400
 JP0400.The horizontal coordinates were established by classical geodetic methods
 JP0400.and adjusted by the National Geodetic Survey in June 1998..
 JP0400
 JP0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0400.The vertical order pertains to the NGVD 29 superseded value.
 JP0400
 JP0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0400
 JP0400.The geoid height was determined by GEOID03.
 JP0400
 JP0400;                    North         East     Units Scale Factor Converg.
 JP0400;SPC NV C     - 6,461,512.453   589,957.865   MT  0.99999962   +0 39 05.1
 JP0400;SPC NV C     -21,199,145.44  1,935,553.43   sFT  0.99999962   +0 39 05.1
 JP0400;SPC NV E     - 8,461,002.098   195,994.960   MT  0.99990020   -0 01 44.4
 JP0400;SPC NV E     -27,759,137.72    643,026.80   sFT  0.99990020   -0 01 44.4
 JP0400;UTM  11      - 4,307,075.025   618,834.911   MT  0.99977389   +0 51 38.9
 JP0400
 JP0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0400!SPC NV C     -   0.99975060  x   0.99999962  =   0.99975022
 JP0400!SPC NV E     -   0.99975060  x   0.99990020  =   0.99965083
 JP0400!UTM  11      -   0.99975060  x   0.99977389  =   0.99952455
 JP0400
 JP0400:                Primary Azimuth Mark                     Grid Az
 JP0400:SPC NV C     -  IRWIN                                    210 00 04.3
 JP0400:SPC NV E     -  IRWIN                                    210 40 53.8
 JP0400:UTM  11      -  IRWIN                                    209 47 30.5
 JP0400
 JP0400|---------------------------------------------------------------------|
 JP0400| PID    Reference Object                     Distance      Geod. Az  |
 JP0400|                                                           dddmmss.s |
 JP0400| JP0398 IRWIN                               APPROX. 4.2 KM 2103909.4 |
 JP0400| DD5423 MIDDLE RM 1                          11.821 METERS 22005     |
 JP0400| DD5424 MIDDLE RM 2                          11.545 METERS 30456     |
 JP0400|---------------------------------------------------------------------|
 JP0400
 JP0400                          SUPERSEDED SURVEY CONTROL
 JP0400
 JP0400  NAD 83(1986)-  38 54 16.30666(N)    115 37 46.23359(W) AD(       ) 1
 JP0400  NAD 27      -  38 54 16.54700(N)    115 37 43.10200(W) AD(       ) 1
 JP0400  NGVD 29 (07/19/86) 1610.92   (m)         5285.2    (f) LEVELING    3  
 JP0400
 JP0400.Superseded values are not recommended for survey control.
 JP0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0400.See file dsdata.txt to determine how the superseded data were derived.
 JP0400
 JP0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD1883507075(NAD 83)
 JP0400_MARKER: DS = TRIANGULATION STATION DISK
 JP0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0400
 JP0400  HISTORY     - Date     Condition        Report By
 JP0400  HISTORY     - 1939     MONUMENTED       CGS
 JP0400
 JP0400                          STATION DESCRIPTION
 JP0400
 JP0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0400'STATION IS ABOUT 2 MILES E OF DUCKWATER POST OFFICE, ON BULL
 JP0400'CREEK-GREEN SPRINGS RANCH ROAD, IN FLAT COUNTRY 18.3 METERS
 JP0400'E OF ROAD, AND 640 FEET N OF CROSSROADS AND SIGN, BLACK
 JP0400'ROCK-CORDUROY SPRINGS.
 JP0400'
 JP0400'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JP0400'DISKS SET IN CONCRETE.
 JP0400'
 JP0400'STATION MARK IS STAMPED, MIDDLE 1939, PROJECTS 10 INCHES.
 JP0400'SUB-STATION MARK IS 40 INCHES UNDERGROUND.
 JP0400'
 JP0400'REFERENCE MARK NO. 1 IS 14.2 METERS E OF ROAD, STAMPED MIDDLE
 JP0400'NO. 1 1939, PROJECTS 10 INCHES.  REFERENCE MARK NO. 2 IS 7
 JP0400'METERS E OF ROAD, STAMPED MIDDLE NO. 2 1939, PROJECTS 10
 JP0400'INCHES.
 JP0400'
 JP0400'STATION IRWIN IS DESIGNATED AS AZIMUTH MARK.
 JP0400'
 JP0400'BAROMETRIC ELEVATION OF STATION, 4,935 FEET, BAROMETER NO. 1.
 JP0400'
 JP0400'THERE IS A 4 X 4-INCH STAKE, PAINTED WHITE, SET 1.418 METERS
 JP0400'(4.64 FEET) ESE OF STATION, PROJECTS 2.3 FEET.
 JP0400'
 JP0400'TO REACH FROM DUCKWATER GO S 1.6 MILES ON STATE HIGHWAY 20
 JP0400'AND TURN LEFT, EASTERLY, AT SIGN, HAMILTON-GREEN SPRINGS,
 JP0400'GO 2.3 MILES TO CROSSROADS AND SIGN, BLACK ROCK-CORDUROY
 JP0400'SPRINGS, CONTINUE NE FOR 0.1 MILE TO STATION AT RIGHT SIDE
 JP0400'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0780 ***********************************************************************
 MT0780  DESIGNATION -  MIDDLE STACK
 MT0780  PID         -  MT0780
 MT0780  STATE/COUNTY-  NV/ELKO
 MT0780  USGS QUAD   -  MIDDLE STACK MOUNTAI (1989)
 MT0780
 MT0780                         *CURRENT SURVEY CONTROL
 MT0780  ___________________________________________________________________
 MT0780* NAD 83(1994)-  41 48 25.89344(N)    114 39 03.38336(W)     ADJUSTED  
 MT0780* NAVD 88     -      2471.6    (meters)    8109.     (feet)  VERTCON   
 MT0780  ___________________________________________________________________
 MT0780  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 MT0780  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 MT0780
 MT0780  HORZ ORDER  -  FIRST
 MT0780
 MT0780.The horizontal coordinates were established by classical geodetic methods
 MT0780.and adjusted by the National Geodetic Survey in June 1998..
 MT0780
 MT0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0780
 MT0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0780
 MT0780.The geoid height was determined by GEOID03.
 MT0780
 MT0780;                    North         East     Units Scale Factor Converg.
 MT0780;SPC NV E     - 8,783,705.078   277,474.907   MT  0.99997384   +0 37 17.7
 MT0780;SPC NV E     -28,817,872.41    910,348.92   sFT  0.99997384   +0 37 17.7
 MT0780;UTM  11      - 4,631,036.817   695,135.924   MT  1.00006859   +1 33 59.2
 MT0780
 MT0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0780!SPC NV E     -   0.99961493  x   0.99997384  =   0.99958878
 MT0780!UTM  11      -   0.99961493  x   1.00006859  =   0.99968349
 MT0780
 MT0780|---------------------------------------------------------------------|
 MT0780| PID    Reference Object                     Distance      Geod. Az  |
 MT0780|                                                           dddmmss.s |
 MT0780| DD5426 MIDDLE STACK RM 1                     4.493 METERS 08432     |
 MT0780| DD5425 MIDDLE STACK AZ MK                                 2484439.3 |
 MT0780| DD5427 MIDDLE STACK RM 2                    11.869 METERS 33120     |
 MT0780|---------------------------------------------------------------------|
 MT0780
 MT0780                          SUPERSEDED SURVEY CONTROL
 MT0780
 MT0780  NAD 83(1994)-  41 48 25.89289(N)    114 39 03.38157(W) AD(       ) 1
 MT0780  NAD 83(1986)-  41 48 25.89068(N)    114 39 03.37757(W) AD(       ) 1
 MT0780  NAD 27      -  41 48 26.20437(N)    114 39 00.25709(W) AD(       ) 1
 MT0780  NGVD 29 (07/19/86) 2470.4    (m)         8105.     (f) VERT ANG       
 MT0780
 MT0780.Superseded values are not recommended for survey control.
 MT0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0780.See file dsdata.txt to determine how the superseded data were derived.
 MT0780
 MT0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG9513631037(NAD 83)
 MT0780_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MT0780_SETTING: 66 = SET IN ROCK OUTCROP
 MT0780
 MT0780  HISTORY     - Date     Condition        Report By
 MT0780  HISTORY     - 1947     MONUMENTED       CGS
 MT0780  HISTORY     - 1968     SEE DESCRIPTION  USGS
 MT0780
 MT0780                          STATION DESCRIPTION
 MT0780
 MT0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0780'THE STATION IS ON THE SUMMIT OF THE MIDDLE ONE OF THREE
 MT0780'PROMINENT PEAKS OF A MOUNTAIN ABOUT 6 MILES, AIRLINE,
 MT0780'SOUTH-SOUTHEAST OF SAN JACINTO, 5 MILES EAST-NORTHEAST OF CONTACT,
 MT0780'AND 30 MILES SOUTH OF ROGERSON.  THIS IS THE HIGHEST POINT
 MT0780'IN THE VICINITY.
 MT0780'
 MT0780'THE STATION IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 MT0780'PROJECTION OF OUTCROPPING BEDROCK WHICH EXTENDS APPROXIMATELY
 MT0780'3 FEET ABOVE THE SURROUNDING AREA AND IS ABOUT 7 FEET IN
 MT0780'DIAMETER.  IT IS STAMPED MIDDLE STACK 1947.
 MT0780'
 MT0780'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 MT0780'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 8 INCHES ON THE
 MT0780'EAST SIDE, IS FLUSH WITH THE SURFACE OF THE GROUND ON THE
 MT0780'WEST SIDE, AND IS APPROXIMATELY 6 FEET LOWER THAN THE
 MT0780'STATION MARK.  IT IS STAMPED MIDDLE STACK NO 1 1947.
 MT0780'
 MT0780'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 MT0780'HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND
 MT0780'AND IS 4 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED
 MT0780'MIDDLE STACK NO 2 1947.
 MT0780'
 MT0780'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MT0780'IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 MT0780'IT IS ON THE EASTERN SLOPE OF THE PEAK JUST WEST OF THE STATION,
 MT0780'10 FEET SOUTH OF A TRAIL AND ABOUT 0.1 MILE WEST-SOUTH WEST
 MT0780'OF A PROMINENT SADDLE.  IT IS STAMPED MIDDLE STACK 1947.
 MT0780'
 MT0780'THE STATION IS REACHED FROM SAN JACINTO WHICH IS ABOUT 1 MILE
 MT0780'EAST OF U.S. HIGHWAY NO. 93 BY GOING EAST 1.3 MILES TO FORKS.
 MT0780'STATION GOLLYER IS REACHED BY TAKING THE LEFT FORK.  TAKE
 MT0780'THE RIGHT FORK FOR 5.6 MILES TO FORKS.  HERE LEAVE THE MAIN
 MT0780'TRAVELED ROAD AND TAKE A TRACK ROAD RIGHT TOWARDS THE MOUNTAIN
 MT0780'FOR 3.4 MILES TO FORKS.  TAKE THE RIGHT FORK UP GRADE FOR 1.3
 MT0780'MILES.  NOTE--THE LAST 0.5 MILE BEARS DIRECTLY AWAY FROM THE
 MT0780'MOUNTAIN.  AT AN OLD ABANDONED CAMP SITE TAKE THE RIGHT FORK
 MT0780'DOWN GRADE SOUTHWESTERLY FOR 0.7 MILES TO AN OLD MINE CAMP
 MT0780'SITE.  CONTINUE 0.6 MILE TO FORKS.  TAKE THE LEFT FORK AND
 MT0780'GO 0.3 MILE TO A SPRING AND DIRT TANK.  CONTINUE UP DRAW
 MT0780'WESTERLY FOR 0.8 MILE THENCE BEAR LEFT TO THE TOP OF THE
 MT0780'RIDGE FOR 0.2 MILE.  CONTINUE WESTERLY ALONG THE TOP OF THE
 MT0780'RIDGE FOR ABOUT 0.5 MILE THE EASTERN SLOPE OF A RIDGE AND
 MT0780'THE END OF TRUCK TRAVEL.  A 4 WHEEL-DRIVE VEHICLE IS
 MT0780'NECESSARY FOR THE LAST 0.7 MILE.  FROM HERE PACK
 MT0780'NORTHERLY TO A PROMINENT SADDLE.  TO REACH THE AZIMUTH
 MT0780'MARK FROM HERE BEAR SHARP LEFT AND GO ABOUT 0.1 MILE.
 MT0780'FROM THE SADDLE GO NORTHEASTERLY ABOUT 0.5 MILE TO THE
 MT0780'HIGHEST POINT AND STATION.  A 30 MINUTE PACK.
 MT0780
 MT0780                          STATION RECOVERY (1968)
 MT0780
 MT0780'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0780'ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0030 ***********************************************************************
 HQ0030  DESIGNATION -  MIDDLE TARGET
 HQ0030  PID         -  HQ0030
 HQ0030  STATE/COUNTY-  NV/NYE
 HQ0030  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0030
 HQ0030                         *CURRENT SURVEY CONTROL
 HQ0030  ___________________________________________________________________
 HQ0030* NAD 83(1994)-  37 46 56.12774(N)    116 42 43.24518(W)     ADJUSTED  
 HQ0030* NAVD 88     -      1635.926  (meters)    5367.20   (feet)  ADJUSTED  
 HQ0030  ___________________________________________________________________
 HQ0030  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 HQ0030  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 HQ0030  DYNAMIC HT  -        1634.086 (meters)    5361.16  (feet)  COMP
 HQ0030  MODELED GRAV-     979,448.1   (mgal)                       NAVD 88
 HQ0030
 HQ0030  HORZ ORDER  -  SECOND
 HQ0030  VERT ORDER  -  FIRST     CLASS II
 HQ0030
 HQ0030.The horizontal coordinates were established by classical geodetic methods
 HQ0030.and adjusted by the National Geodetic Survey in June 1998..
 HQ0030
 HQ0030.The orthometric height was determined by differential leveling
 HQ0030.and adjusted by the National Geodetic Survey in June 1991..
 HQ0030
 HQ0030.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0030
 HQ0030.The geoid height was determined by GEOID03.
 HQ0030
 HQ0030.The dynamic height is computed by dividing the NAVD 88
 HQ0030.geopotential number by the normal gravity value computed on the
 HQ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0030.degrees latitude (g = 980.6199 gals.).
 HQ0030
 HQ0030.The modeled gravity was interpolated from observed gravity values.
 HQ0030
 HQ0030;                    North         East     Units Scale Factor Converg.
 HQ0030;SPC NV C     - 6,336,438.831   496,005.811   MT  0.99990020   -0 01 40.0
 HQ0030;SPC NV C     -20,788,799.73  1,627,312.40   sFT  0.99990020   -0 01 40.0
 HQ0030;UTM  11      - 4,181,695.554   525,359.132   MT  0.99960792   +0 10 35.2
 HQ0030
 HQ0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0030!SPC NV C     -   0.99974734  x   0.99990020  =   0.99964756
 HQ0030!UTM  11      -   0.99974734  x   0.99960792  =   0.99935536
 HQ0030
 HQ0030|---------------------------------------------------------------------|
 HQ0030| PID    Reference Object                     Distance      Geod. Az  |
 HQ0030|                                                           dddmmss.s |
 HQ0030| HQ0029 MIDDLE TARGET RM 1                   17.408 METERS 03617     |
 HQ0030| HQ0025 STATION 4                           APPROX. 4.2 KM 2275848.9 |
 HQ0030| HQ0028 MIDDLE TARGET RM 2                   18.215 METERS 29837     |
 HQ0030|---------------------------------------------------------------------|
 HQ0030
 HQ0030                          SUPERSEDED SURVEY CONTROL
 HQ0030
 HQ0030  NAD 83(1986)-  37 46 56.12436(N)    116 42 43.25344(W) AD(       ) 2
 HQ0030  NAD 27      -  37 46 56.34715(N)    116 42 40.03193(W) AD(       ) 2
 HQ0030  NGVD 29 (07/19/86) 1634.82   (m)         5363.6    (f) LEVELING    3  
 HQ0030
 HQ0030.Superseded values are not recommended for survey control.
 HQ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0030.See file dsdata.txt to determine how the superseded data were derived.
 HQ0030
 HQ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2535981696(NAD 83)
 HQ0030_MARKER: DS = TRIANGULATION STATION DISK
 HQ0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0030_STAMPING: MIDDLE TARGET 1968
 HQ0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0030+STABILITY: SURFACE MOTION
 HQ0030
 HQ0030  HISTORY     - Date     Condition        Report By
 HQ0030  HISTORY     - 1968     MONUMENTED       CGS
 HQ0030  HISTORY     - 1968     GOOD             CGS
 HQ0030
 HQ0030                          STATION DESCRIPTION
 HQ0030
 HQ0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0030'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS ABOUT 30
 HQ0030'MILES SOUTH-SOUTHEAST OF TONOPAH, 7-3/4 MILES SOUTHEAST OF POINT
 HQ0030'ABLE AND 2-1/2 MILES EAST-SOUTHEAST OF THE TEST RANGE HEADQUARTERS.
 HQ0030'
 HQ0030'TO REACH THE STATION FROM THE TEST RANGE HEADQUARTERS, GO SOUTH ON
 HQ0030'THE SURFACE ROAD FOR 1.05 MILES TO CROSSROAD, TURN LEFT AND GO
 HQ0030'EASTERLY ON A GRAVELED ROAD FOR 2.35 MILES TO A CROSSROAD, TURN
 HQ0030'SHARP LEFT AND GO NORTHWEST OF A ROUGH BLADED ROAD FOR 0.15
 HQ0030'MILE TO A CROSSROAD, BEAR RIGHT AND GO NORTHERLY ON A BLADED ROAD
 HQ0030'FOR 0.6 MILE TO A CROSSROAD, CONTINUE AHEAD NORTHERLY ON BLADED
 HQ0030'ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 HQ0030'
 HQ0030'STATION MARK, IS A STANDARD DISK STAMPED MIDDLE TARGET 1968, SET
 HQ0030'IN THE CENTER OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS
 HQ0030'1 INCH ABOVE THE SURFACE OF THE GROUND, 21 FEET WEST OF THE CENTER
 HQ0030'OF A GRADED ROAD.
 HQ0030'
 HQ0030'REFERENCE MARK 1, IS A STANDARD DISK STAMPED MIDDLE TARGET NO 1
 HQ0030'1968, SET IN THE CENTER OF A 12 INCH ROUND CONCRETE MONUMENT,
 HQ0030'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND, 25 FEET
 HQ0030'EAST OF THE CENTER OF A GRADED ROAD.
 HQ0030'
 HQ0030'REFERENCE MARK 2, IS A STANDARD DISK STAMPED MIDDLE TARGET NO 2
 HQ0030'1968, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH
 HQ0030'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND, 64 FEET WEST
 HQ0030'OF THE CENTER OF A GRADED ROAD.
 HQ0030'
 HQ0030'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 HQ0030
 HQ0030                          STATION RECOVERY (1968)
 HQ0030
 HQ0030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0030'30 MI SSE FROM TONOPAH.
 HQ0030'STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS ABOUT
 HQ0030'30 MILES S-SE OF TONOPAH, 7 3/4 MILES SE OF POINT ABLE AND
 HQ0030'2 1/2 MILES E-SE OF THE TEST RANGE HEADQUARTERS.  TO REACH THE
 HQ0030'STATION FROM THE TEST RANGE HEADQUARTERS, GO SOUTH ON THE
 HQ0030'SURFACED ROAD FOR 1.05 MILES TO CROSSROAD, TURN LEFT AND GO
 HQ0030'EASTERLY ON A GRAVELED ROAD FOR 2.35 MILES TO A CROSSROAD, TURN
 HQ0030'SHARP LEFT AND GO NW ON A ROUGH BLADED ROAD FOR 0.15 MILE TO A
 HQ0030'CROSSROAD, BEAR RIGHT AND GO NORTHERLY ON A BLADED ROAD FOR 0.6
 HQ0030'MILE TO A CROSSROAD, CONTINUE AHEAD NORTHERLY ON BLADED ROAD
 HQ0030'FOR 0.05 MILE TO THE STATION ON THE LEFT.  SET IN THE CENTER
 HQ0030'OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS 1 INCH
 HQ0030'ABOVE THE SURFACE OF THE GROUND, 21 FEET WEST OF THE CENTER
 HQ0030'OF A GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0029 ***********************************************************************
 HQ0029  DESIGNATION -  MIDDLE TARGET RM 1
 HQ0029  PID         -  HQ0029
 HQ0029  STATE/COUNTY-  NV/NYE
 HQ0029  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0029
 HQ0029                         *CURRENT SURVEY CONTROL
 HQ0029  ___________________________________________________________________
 HQ0029* NAD 83(1986)-  37 46 58.     (N)    116 42 41.     (W)     SCALED    
 HQ0029* NAVD 88     -      1635.909  (meters)    5367.14   (feet)  ADJUSTED  
 HQ0029  ___________________________________________________________________
 HQ0029  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 HQ0029  DYNAMIC HT  -        1634.070 (meters)    5361.11  (feet)  COMP
 HQ0029  MODELED GRAV-     979,448.1   (mgal)                       NAVD 88
 HQ0029
 HQ0029  VERT ORDER  -  FIRST     CLASS II
 HQ0029
 HQ0029.The horizontal coordinates were scaled from a topographic map and have
 HQ0029.an estimated accuracy of +/- 6 seconds.
 HQ0029
 HQ0029.The orthometric height was determined by differential leveling
 HQ0029.and adjusted by the National Geodetic Survey in June 1991..
 HQ0029
 HQ0029.The geoid height was determined by GEOID03.
 HQ0029
 HQ0029.The dynamic height is computed by dividing the NAVD 88
 HQ0029.geopotential number by the normal gravity value computed on the
 HQ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0029.degrees latitude (g = 980.6199 gals.).
 HQ0029
 HQ0029.The modeled gravity was interpolated from observed gravity values.
 HQ0029
 HQ0029;                    North         East    Units  Estimated Accuracy
 HQ0029;SPC NV C     - 6,336,500.      496,060.      MT  (+/- 180 meters Scaled)
 HQ0029
 HQ0029                          SUPERSEDED SURVEY CONTROL
 HQ0029
 HQ0029.No superseded survey control is available for this station.
 HQ0029
 HQ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB254817(NAD 83)
 HQ0029_MARKER: DR = REFERENCE MARK DISK
 HQ0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0029_STAMPING: MIDDLE TARGET NO 1 1968
 HQ0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0029+STABILITY: SURFACE MOTION
 HQ0029
 HQ0029  HISTORY     - Date     Condition        Report By
 HQ0029  HISTORY     - 1968     MONUMENTED       CGS
 HQ0029
 HQ0029                          STATION DESCRIPTION
 HQ0029
 HQ0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0029'30 MI SSE FROM TONOPAH.
 HQ0029'SET IN THE CENTER OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH
 HQ0029'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND, 25 FEET EAST
 HQ0029'OF THE CENTER OF A GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0028 ***********************************************************************
 HQ0028  DESIGNATION -  MIDDLE TARGET RM 2
 HQ0028  PID         -  HQ0028
 HQ0028  STATE/COUNTY-  NV/NYE
 HQ0028  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0028
 HQ0028                         *CURRENT SURVEY CONTROL
 HQ0028  ___________________________________________________________________
 HQ0028* NAD 83(1986)-  37 46 57.     (N)    116 42 42.     (W)     SCALED    
 HQ0028* NAVD 88     -      1636.061  (meters)    5367.64   (feet)  ADJUSTED  
 HQ0028  ___________________________________________________________________
 HQ0028  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 HQ0028  DYNAMIC HT  -        1634.221 (meters)    5361.61  (feet)  COMP
 HQ0028  MODELED GRAV-     979,448.1   (mgal)                       NAVD 88
 HQ0028
 HQ0028  VERT ORDER  -  FIRST     CLASS II
 HQ0028
 HQ0028.The horizontal coordinates were scaled from a topographic map and have
 HQ0028.an estimated accuracy of +/- 6 seconds.
 HQ0028
 HQ0028.The orthometric height was determined by differential leveling
 HQ0028.and adjusted by the National Geodetic Survey in June 1991..
 HQ0028
 HQ0028.The geoid height was determined by GEOID03.
 HQ0028
 HQ0028.The dynamic height is computed by dividing the NAVD 88
 HQ0028.geopotential number by the normal gravity value computed on the
 HQ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0028.degrees latitude (g = 980.6199 gals.).
 HQ0028
 HQ0028.The modeled gravity was interpolated from observed gravity values.
 HQ0028
 HQ0028;                    North         East    Units  Estimated Accuracy
 HQ0028;SPC NV C     - 6,336,470.      496,040.      MT  (+/- 180 meters Scaled)
 HQ0028
 HQ0028                          SUPERSEDED SURVEY CONTROL
 HQ0028
 HQ0028.No superseded survey control is available for this station.
 HQ0028
 HQ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB253817(NAD 83)
 HQ0028_MARKER: DR = REFERENCE MARK DISK
 HQ0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0028_STAMPING: MIDDLE TARGET NO 2 1968
 HQ0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0028+STABILITY: SURFACE MOTION
 HQ0028
 HQ0028  HISTORY     - Date     Condition        Report By
 HQ0028  HISTORY     - 1968     MONUMENTED       CGS
 HQ0028
 HQ0028                          STATION DESCRIPTION
 HQ0028
 HQ0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0028'30 MI SSE FROM TONOPAH.
 HQ0028'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH
 HQ0028'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND, 64 FEET WEST
 HQ0028'OF THE CENTER OF A GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0175 ***********************************************************************
 JP0175  DESIGNATION -  MIDLAND
 JP0175  PID         -  JP0175
 JP0175  STATE/COUNTY-  NV/NYE
 JP0175  USGS QUAD   -  BIG CREEK RANCH (1985)
 JP0175
 JP0175                         *CURRENT SURVEY CONTROL
 JP0175  ___________________________________________________________________
 JP0175* NAD 83(1994)-  38 11 20.15322(N)    115 52 09.21925(W)     ADJUSTED  
 JP0175* NAVD 88     -      1546.684  (meters)    5074.41   (feet)  ADJUSTED  
 JP0175  ___________________________________________________________________
 JP0175  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 JP0175  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 JP0175  DYNAMIC HT  -        1545.013 (meters)    5068.93  (feet)  COMP
 JP0175  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 JP0175
 JP0175  HORZ ORDER  -  FIRST
 JP0175  VERT ORDER  -  SECOND    CLASS 0
 JP0175
 JP0175.The horizontal coordinates were established by classical geodetic methods
 JP0175.and adjusted by the National Geodetic Survey in June 1998..
 JP0175
 JP0175.The orthometric height was determined by differential leveling
 JP0175.and adjusted by the National Geodetic Survey in June 1991..
 JP0175
 JP0175.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0175
 JP0175.The geoid height was determined by GEOID03.
 JP0175
 JP0175.The dynamic height is computed by dividing the NAVD 88
 JP0175.geopotential number by the normal gravity value computed on the
 JP0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0175.degrees latitude (g = 980.6199 gals.).
 JP0175
 JP0175.The modeled gravity was interpolated from observed gravity values.
 JP0175
 JP0175;                    North         East     Units Scale Factor Converg.
 JP0175;SPC NV C     - 6,381,873.147   569,854.515   MT  0.99996008   +0 29 35.0
 JP0175;SPC NV C     -20,937,862.15  1,869,597.69   sFT  0.99996008   +0 29 35.0
 JP0175;SPC NV E     - 8,381,611.221   174,956.245   MT  0.99990772   -0 10 36.3
 JP0175;SPC NV E     -27,498,669.48    574,002.28   sFT  0.99990772   -0 10 36.3
 JP0175;UTM  11      - 4,227,381.877   599,025.084   MT  0.99972077   +0 41 57.0
 JP0175
 JP0175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0175!SPC NV C     -   0.99976117  x   0.99996008  =   0.99972126
 JP0175!SPC NV E     -   0.99976117  x   0.99990772  =   0.99966891
 JP0175!UTM  11      -   0.99976117  x   0.99972077  =   0.99948201
 JP0175
 JP0175|---------------------------------------------------------------------|
 JP0175| PID    Reference Object                     Distance      Geod. Az  |
 JP0175|                                                           dddmmss.s |
 JP0175| JP0173 MIDLAND RM 1                         22.879 METERS 05315     |
 JP0175| JP0168 RAILROAD                            APPROX. 5.3 KM 0673945.3 |
 JP0175| JP0174 MIDLAND RM 2                         16.790 METERS 15234     |
 JP0175|---------------------------------------------------------------------|
 JP0175
 JP0175                          SUPERSEDED SURVEY CONTROL
 JP0175
 JP0175  NAD 83(1986)-  38 11 20.14709(N)    115 52 09.22379(W) AD(       ) 1
 JP0175  NAD 27      -  38 11 20.38600(N)    115 52 06.08000(W) AD(       ) 1
 JP0175  NGVD 29 (??/??/92) 1545.611  (m)         5070.89   (f) ADJ UNCH    2 0
 JP0175
 JP0175.Superseded values are not recommended for survey control.
 JP0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0175.See file dsdata.txt to determine how the superseded data were derived.
 JP0175
 JP0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC9902527382(NAD 83)
 JP0175_MARKER: DS = TRIANGULATION STATION DISK
 JP0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0175_STAMPING: MIDLAND 1939
 JP0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0175+STABILITY: SURFACE MOTION
 JP0175
 JP0175  HISTORY     - Date     Condition        Report By
 JP0175  HISTORY     - 1939     MONUMENTED       CGS
 JP0175  HISTORY     - 1958     GOOD             NGS
 JP0175
 JP0175                          STATION DESCRIPTION
 JP0175
 JP0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0175'STATION IS ABOUT 8 MILES, AIRLINE, SW FROM NYALA JUST ALONG
 JP0175'THE NW SIDE OF THE ROAD TO TWIN SPRINGS (MIDLAND TRAIL), AND
 JP0175'ABOUT 50 MILES, AIRLINE, SSW FROM CURRANT POST OFFICE.  THE
 JP0175'STATION LIES 4 MILES W FROM THE FOOT OF THE W SLOPE OF THE GRANT
 JP0175'RANGE OF MOUNTAINS AND ON THE FLOOR OF THE E SIDE OF RAILROAD
 JP0175'VALLEY.
 JP0175'
 JP0175'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JP0175'DISKS SET IN CONCRETE.
 JP0175'
 JP0175'STATION MARK IS SET 32 FEET NW OF THE ROAD CENTER ON A GENTLE
 JP0175'W SLOPE AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  MARK IS
 JP0175'STAMPED, MID LAND 1939.
 JP0175'
 JP0175'REFERENCE MARK NO. 1 IS SET 35 FEET NW OF THE ROAD CENTER
 JP0175'ON A GENTLE W SLOPE AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND,
 JP0175'AND IS HORIZONTAL WITH THE STATION.  MARK IS STAMPED, MID LAND NO.
 JP0175'1 1939.  REFERENCE MARK NO. 2 IS SET ABOUT 1 FOOT HIGHER THAN
 JP0175'THE STATION, ABOUT 23 FEET SE OF THE ROAD CENTER, AND PROJECTS
 JP0175'ABOUT 6 INCHES ABOVE THE GROUND.  MARK IS STAMPED, MID LAND NO.
 JP0175'2 1939.
 JP0175'
 JP0175'THE CAIRN OBSERVED IS ON A LOW RIDGE ABOUT 4 MILES W X S FROM THE
 JP0175'STATION AND ABOUT 1/3 MILE S OF A SMALL RED ROCK BUTTE, AND
 JP0175'ABOUT 1/2 MILE NNW FROM THE MIDLAND TRAIL.  IT IS ABOUT 5 FEET
 JP0175'HIGH AND ABOUT 3 FEET IN DIAMETER.  CENTER OF CAIRN OBSERVED ON.
 JP0175'
 JP0175'THE SMALL RED ROCK BUTTE OBSERVED IS ABOUT 4 MILES W FROM THE STATION
 JP0175'AND ABOUT 3/4 MILE NNW FROM THE MIDLAND TRAIL.  CENTER OF BUTTE
 JP0175'OBSERVED ON.
 JP0175'
 JP0175'NOTE--EITHER STATION, RAILROAD 1939, OR THE CAIRN, 4 MILES W X S
 JP0175'MAY BE USED AS THE AZIMUTH MARK.
 JP0175'
 JP0175'ELEVATION OF STATION, 5,400 FEET.
 JP0175'
 JP0175'THERE IS A WHITE STAKE 4 INCHES SQUARE SET 1.375 METERS (4.51
 JP0175'FEET) SE FROM THE STATION.  THE STAKE PROJECTS 2.2 FEET ABOVE THE
 JP0175'GROUND SURFACE.
 JP0175'
 JP0175'STATION IS REACHED FROM NYALA AS FOLLOWS--GO SW ALONG THE MIDLAND
 JP0175'TRAIL 8.0 MILES PASSING STATION, RAILROAD 1939, AT 4.4 MILES
 JP0175'TO THE END OF TRUCK TRAVEL AND THE STATION.
 JP0175
 JP0175                          STATION RECOVERY (1958)
 JP0175
 JP0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JP0175'8.75 MI SW FROM NYALA.
 JP0175'4.4 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0175'NYALA, THENCE 0.65 MILE SOUTH ALONG A DIRT ROAD, THENCE 3.7 MILES
 JP0175'SOUTHWEST ALONG A DIRT ROAD, 0.05 MILE SOUTHWEST OF A WASH ACROSS THE
 JP0175'ROAD, ON A SMALL KNOLL, 30 FEET NORTHWEST OF THE CENTER LINE OF THE
 JP0175'ROAD, 75.05 FEET SOUTHWEST OF REFERENCE MARK MIDLAND NO. 1, 2.0 FEET
 JP0175'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 JP0175'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0173 ***********************************************************************
 JP0173  DESIGNATION -  MIDLAND RM 1
 JP0173  PID         -  JP0173
 JP0173  STATE/COUNTY-  NV/NYE
 JP0173  USGS QUAD   -  BIG CREEK RANCH (1985)
 JP0173
 JP0173                         *CURRENT SURVEY CONTROL
 JP0173  ___________________________________________________________________
 JP0173* NAD 83(1986)-  38 11 20.     (N)    115 52 09.     (W)     SCALED    
 JP0173* NAVD 88     -      1546.356  (meters)    5073.34   (feet)  ADJUSTED  
 JP0173  ___________________________________________________________________
 JP0173  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 JP0173  DYNAMIC HT  -        1544.685 (meters)    5067.85  (feet)  COMP
 JP0173  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 JP0173
 JP0173  VERT ORDER  -  SECOND    CLASS 0
 JP0173
 JP0173.The horizontal coordinates were scaled from a topographic map and have
 JP0173.an estimated accuracy of +/- 6 seconds.
 JP0173
 JP0173.The orthometric height was determined by differential leveling
 JP0173.and adjusted by the National Geodetic Survey in June 1991..
 JP0173
 JP0173.The geoid height was determined by GEOID03.
 JP0173
 JP0173.The dynamic height is computed by dividing the NAVD 88
 JP0173.geopotential number by the normal gravity value computed on the
 JP0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0173.degrees latitude (g = 980.6199 gals.).
 JP0173
 JP0173.The modeled gravity was interpolated from observed gravity values.
 JP0173
 JP0173;                    North         East    Units  Estimated Accuracy
 JP0173;SPC NV C     - 6,381,870.      569,860.      MT  (+/- 180 meters Scaled)
 JP0173
 JP0173                          SUPERSEDED SURVEY CONTROL
 JP0173
 JP0173  NGVD 29 (??/??/92) 1545.283  (m)         5069.82   (f) ADJ UNCH    2 0
 JP0173
 JP0173.Superseded values are not recommended for survey control.
 JP0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0173.See file dsdata.txt to determine how the superseded data were derived.
 JP0173
 JP0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC990273(NAD 83)
 JP0173_MARKER: DR = REFERENCE MARK DISK
 JP0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0173_STAMPING: MIDLAND NO 1 1939
 JP0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0173+STABILITY: SURFACE MOTION
 JP0173
 JP0173  HISTORY     - Date     Condition        Report By
 JP0173  HISTORY     - 1939     MONUMENTED       CGS
 JP0173  HISTORY     - 1958     GOOD             NGS
 JP0173
 JP0173                          STATION DESCRIPTION
 JP0173
 JP0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JP0173'8.75 MI SW FROM NYALA.
 JP0173'4.4 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0173'NYALA, THENCE 0.65 MILE SOUTH ALONG A DIRT ROAD, THENCE 3.7 MILES
 JP0173'SOUTHWEST ALONG A DIRT ROAD, 0.05 MILE SOUTHWEST OF A WASH ACROSS THE
 JP0173'ROAD, ON A SMALL KNOLL, 34 FEET NORTHWEST OF THE CENTER LINE OF THE
 JP0173'ROAD, 75.05 FEET NORTHEAST OF TRIANGULATION STATION MIDLAND, ABOUT
 JP0173'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JP0173'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0174 ***********************************************************************
 JP0174  DESIGNATION -  MIDLAND RM 2
 JP0174  PID         -  JP0174
 JP0174  STATE/COUNTY-  NV/NYE
 JP0174  USGS QUAD   -  BIG CREEK RANCH (1985)
 JP0174
 JP0174                         *CURRENT SURVEY CONTROL
 JP0174  ___________________________________________________________________
 JP0174* NAD 83(1986)-  38 11 20.     (N)    115 52 09.     (W)     SCALED    
 JP0174* NAVD 88     -      1546.975  (meters)    5075.37   (feet)  ADJUSTED  
 JP0174  ___________________________________________________________________
 JP0174  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 JP0174  DYNAMIC HT  -        1545.303 (meters)    5069.88  (feet)  COMP
 JP0174  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 JP0174
 JP0174  VERT ORDER  -  SECOND    CLASS 0
 JP0174
 JP0174.The horizontal coordinates were scaled from a topographic map and have
 JP0174.an estimated accuracy of +/- 6 seconds.
 JP0174
 JP0174.The orthometric height was determined by differential leveling
 JP0174.and adjusted by the National Geodetic Survey in June 1991..
 JP0174
 JP0174.The geoid height was determined by GEOID03.
 JP0174
 JP0174.The dynamic height is computed by dividing the NAVD 88
 JP0174.geopotential number by the normal gravity value computed on the
 JP0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0174.degrees latitude (g = 980.6199 gals.).
 JP0174
 JP0174.The modeled gravity was interpolated from observed gravity values.
 JP0174
 JP0174;                    North         East    Units  Estimated Accuracy
 JP0174;SPC NV C     - 6,381,870.      569,860.      MT  (+/- 180 meters Scaled)
 JP0174
 JP0174                          SUPERSEDED SURVEY CONTROL
 JP0174
 JP0174  NGVD 29 (??/??/92) 1545.902  (m)         5071.85   (f) ADJ UNCH    2 0
 JP0174
 JP0174.Superseded values are not recommended for survey control.
 JP0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0174.See file dsdata.txt to determine how the superseded data were derived.
 JP0174
 JP0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC990273(NAD 83)
 JP0174_MARKER: DR = REFERENCE MARK DISK
 JP0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0174_STAMPING: MIDLAND NO 2 1939
 JP0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0174+STABILITY: SURFACE MOTION
 JP0174
 JP0174  HISTORY     - Date     Condition        Report By
 JP0174  HISTORY     - 1939     MONUMENTED       CGS
 JP0174  HISTORY     - 1958     GOOD             NGS
 JP0174
 JP0174                          STATION DESCRIPTION
 JP0174
 JP0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JP0174'8.75 MI SW FROM NYALA.
 JP0174'4.4 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0174'NYALA, THENCE 0.65 MILE SOUTH ALONG A DIRT ROAD, THENCE 3.7 MILES
 JP0174'SOUTHWEST ALONG A DIRT ROAD, 0.05 MILE SOUTHWEST OF A WASH ACROSS THE
 JP0174'ROAD, ON A SMALL KNOLL, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JP0174'ROAD, 99.00 FEET SOUTH AND ACROSS THE ROAD FROM REFERENCE MARK MIDLAND
 JP0174'NO. 1, 55.09 FEET SOUTH-SOUTHEAST ACROSS THE ROAD FROM TRIANGULATION
 JP0174'STATION MIDLAND, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JP0174'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0188 ***********************************************************************
 HQ0188  DESIGNATION -  MIDOT 10
 HQ0188  PID         -  HQ0188
 HQ0188  STATE/COUNTY-  NV/NYE
 HQ0188  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0188
 HQ0188                         *CURRENT SURVEY CONTROL
 HQ0188  ___________________________________________________________________
 HQ0188* NAD 83(1994)-  37 51 42.77386(N)    116 47 04.09863(W)     ADJUSTED  
 HQ0188* NAVD 88     -      1625.776  (meters)    5333.90   (feet)  ADJUSTED  
 HQ0188  ___________________________________________________________________
 HQ0188  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 HQ0188  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0188  DYNAMIC HT  -        1623.965 (meters)    5327.96  (feet)  COMP
 HQ0188  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 HQ0188
 HQ0188  HORZ ORDER  -  FIRST
 HQ0188  VERT ORDER  -  FIRST     CLASS II
 HQ0188
 HQ0188.The horizontal coordinates were established by classical geodetic methods
 HQ0188.and adjusted by the National Geodetic Survey in June 1998..
 HQ0188
 HQ0188.The orthometric height was determined by differential leveling
 HQ0188.and adjusted by the National Geodetic Survey in June 1991..
 HQ0188
 HQ0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0188
 HQ0188.The geoid height was determined by GEOID03.
 HQ0188
 HQ0188.The dynamic height is computed by dividing the NAVD 88
 HQ0188.geopotential number by the normal gravity value computed on the
 HQ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0188.degrees latitude (g = 980.6199 gals.).
 HQ0188
 HQ0188.The modeled gravity was interpolated from observed gravity values.
 HQ0188
 HQ0188;                    North         East     Units Scale Factor Converg.
 HQ0188;SPC NV C     - 6,345,281.227   489,634.540   MT  0.99990132   -0 04 20.3
 HQ0188;SPC NV C     -20,817,810.16  1,606,409.32   sFT  0.99990132   -0 04 20.3
 HQ0188;UTM  11      - 4,190,512.565   518,958.243   MT  0.99960443   +0 07 56.2
 HQ0188
 HQ0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0188!SPC NV C     -   0.99974891  x   0.99990132  =   0.99965026
 HQ0188!UTM  11      -   0.99974891  x   0.99960443  =   0.99935344
 HQ0188
 HQ0188:                Primary Azimuth Mark                     Grid Az
 HQ0188:SPC NV C     -  CONTRAVES 19                             026 39 14.1
 HQ0188:UTM  11      -  CONTRAVES 19                             026 26 57.6
 HQ0188
 HQ0188|---------------------------------------------------------------------|
 HQ0188| PID    Reference Object                     Distance      Geod. Az  |
 HQ0188|                                                           dddmmss.s |
 HQ0188| HQ0139 CONTRAVES 19                        APPROX. 1.2 KM 0263453.8 |
 HQ0188| HQ0190 MIDOT 10 RM 2                         8.670 METERS 05132     |
 HQ0188| HQ0189 MIDOT 10 RM 1                        16.391 METERS 32746     |
 HQ0188|---------------------------------------------------------------------|
 HQ0188
 HQ0188                          SUPERSEDED SURVEY CONTROL
 HQ0188
 HQ0188  NAD 83(1992)-  37 51 42.77070(N)    116 47 04.10683(W) AD(       ) 1
 HQ0188  NAD 83(1986)-  37 51 42.77063(N)    116 47 04.10680(W) AD(       ) 1
 HQ0188  NAD 27      -  37 51 42.99906(N)    116 47 00.87252(W) AD(       ) 1
 HQ0188  NGVD 29 (07/19/86) 1624.68   (m)         5330.3    (f) LEVELING    3  
 HQ0188
 HQ0188.Superseded values are not recommended for survey control.
 HQ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0188.See file dsdata.txt to determine how the superseded data were derived.
 HQ0188
 HQ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB1895890513(NAD 83)
 HQ0188_MARKER: DB = BENCH MARK DISK
 HQ0188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0188_STAMPING: MIDOT 10 1968
 HQ0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0188
 HQ0188  HISTORY     - Date     Condition        Report By
 HQ0188  HISTORY     - 1968     MONUMENTED       CGS
 HQ0188  HISTORY     - 1968     GOOD             CGS
 HQ0188
 HQ0188                          STATION DESCRIPTION
 HQ0188
 HQ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0188'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS
 HQ0188'ABOUT 30 MILES SOUTHEAST OF TONOPAH, ABOUT 5-1/2 MILES SOUTHWEST
 HQ0188'OF THE MAIN GUARD GATE, IN THE CENTER OF A ARRAY OF ANTENNAS.
 HQ0188'
 HQ0188'TO REACH THE STATION FROM THE MAIN GUARD GATE, WHICH IS AT THE
 HQ0188'NORTH END OF THE RANGE AND CALLED POINT ABLE, TURN RIGHT JUST
 HQ0188'SOUTH OF THE GATE AND GO SOUTHWEST ON GRAVELED ROAD FOR 1.2 MILES
 HQ0188'TO WHERE GRAVELED ROAD MAKES A SHARP LEFT TURN, TURN LEFT AND
 HQ0188'GO SOUTHERLY FOR 0.4 MILE TO CONTRAVES 19 ON THE LEFT, FROM HERE
 HQ0188'BEAR RIGHT AND GO WESTERLY FOR 0.6 MILES TO A SIDE ROAD LEFT,
 HQ0188'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO BUILDING 10.01 AND THE
 HQ0188'STATION ON THE LEFT.
 HQ0188'
 HQ0188'THE STATION MARK IS A STANDARD DISK, STAMPED MIDOT 10 1968, SET
 HQ0188'IN THE TOP OF A 6 INCH STEEL PIPE WHICH PROJECTS 16 INCHES ABOVE
 HQ0188'THE GROUND.  THE STEEL PIPE IN WHICH THE STATION IS LOCATED IS
 HQ0188'INSIDE OF A 8 BY 10 FEET WOODEN FENCE.  THE STATION MARK IS 16
 HQ0188'FEET EAST OF THE WITNESS POST AND 177 FEET EAST OF A SMALL METAL
 HQ0188'BUILDING WITH THE NUMBER 10.01 ON IT.
 HQ0188'
 HQ0188'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MIDOT 10 NO 1 1968,
 HQ0188'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 HQ0188'GROUND.  IT IS LOCATED 42.4 FEET NORTHWEST OF THE WITNESS POST
 HQ0188'AND 48.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FENCE.
 HQ0188'
 HQ0188'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MIDOT 10 NO 2 1968,
 HQ0188'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 HQ0188'THE GROUND, IT IS LOCATED 29.5 FEET NORTHEAST OF THE WITNESS
 HQ0188'POST AND 25.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 HQ0188'FENCE.
 HQ0188'
 HQ0188'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 HQ0188'
 HQ0188'THE AZIMUTH ANTENNAS RUNNING NORTHEAST, SOUTHEAST, SOUTHWEST,
 HQ0188'NORTHWEST, AND CLOSEST TO THE STATION, WERE OBSERVED AND
 HQ0188'DESIGNATED AS 2NE, 2SE, 2SW, AND 2NW.
 HQ0188
 HQ0188                          STATION RECOVERY (1968)
 HQ0188
 HQ0188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0188'30 MI SE FROM TONOPAH.
 HQ0188'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS ABOUT
 HQ0188'30 MI. SE OF TONOPAH, ABOUT 5 1/2 MILES SOUTHWEST OF THE MAIN
 HQ0188'GUARD GATE, IN THE CENTER OF A ARRAY OF ANTENNAS.  TO REACH
 HQ0188'THE STATION FROM THE MAIN GUARD GATE, WHICH IS AT THE NORTH
 HQ0188'END OF THE RANGE AND CALLED POINT ABLE, TURN RIGHT JUST SOUTH
 HQ0188'OF THE GATE AND GO SW ON GRAVELED ROAD FOR 1.2 MILES TO WHERE
 HQ0188'GRAVELED ROAD MAKES A SHARP LEFT TURN, TURN LEFT AND GO SOUTHERLY
 HQ0188'FOR 0.4 MILE TO CONTRAVES 19 ON THE LEFT, FROM HERE BEAR RIGHT
 HQ0188'AND GO WESTERLY FOR 0.6 MILES TO A SIDE ROAD LEFT, CONTINUE
 HQ0188'STRAIGHT AHEAD FOR 0.4 MILE TO BUILDING 10.01 AND THE STATION
 HQ0188'ON THE LEFT.  SET IN THE TOP OF A 6 INCH STEEL PIPE WHICH PROJECTS
 HQ0188'16 INCHES ABOVE THE GROUND.  THE STEEL PIPE IN WHICH THE STATION
 HQ0188'IS LOCATED IS INSIDE OF A 8 BY 10 FEET WOODEN FENCE, 16 FEET
 HQ0188'EAST OF THE WITNESS POST AND 177 FEET EAST OF A SMALL METAL
 HQ0188'BUILDING WITH THE NUMBER 10.01 ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0189 ***********************************************************************
 HQ0189  DESIGNATION -  MIDOT 10 RM 1
 HQ0189  PID         -  HQ0189
 HQ0189  STATE/COUNTY-  NV/NYE
 HQ0189  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0189
 HQ0189                         *CURRENT SURVEY CONTROL
 HQ0189  ___________________________________________________________________
 HQ0189* NAD 83(1986)-  37 51 42.     (N)    116 47 03.     (W)     SCALED    
 HQ0189* NAVD 88     -      1625.592  (meters)    5333.30   (feet)  ADJUSTED  
 HQ0189  ___________________________________________________________________
 HQ0189  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0189  DYNAMIC HT  -        1623.780 (meters)    5327.35  (feet)  COMP
 HQ0189  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0189
 HQ0189  VERT ORDER  -  FIRST     CLASS II
 HQ0189
 HQ0189.The horizontal coordinates were scaled from a topographic map and have
 HQ0189.an estimated accuracy of +/- 6 seconds.
 HQ0189
 HQ0189.The orthometric height was determined by differential leveling
 HQ0189.and adjusted by the National Geodetic Survey in June 1991..
 HQ0189
 HQ0189.The geoid height was determined by GEOID03.
 HQ0189
 HQ0189.The dynamic height is computed by dividing the NAVD 88
 HQ0189.geopotential number by the normal gravity value computed on the
 HQ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0189.degrees latitude (g = 980.6199 gals.).
 HQ0189
 HQ0189.The modeled gravity was interpolated from observed gravity values.
 HQ0189
 HQ0189;                    North         East    Units  Estimated Accuracy
 HQ0189;SPC NV C     - 6,345,260.      489,660.      MT  (+/- 180 meters Scaled)
 HQ0189
 HQ0189                          SUPERSEDED SURVEY CONTROL
 HQ0189
 HQ0189.No superseded survey control is available for this station.
 HQ0189
 HQ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB189904(NAD 83)
 HQ0189_MARKER: DR = REFERENCE MARK DISK
 HQ0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0189_STAMPING: MIDOT 10 NO 1 1968
 HQ0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0189+STABILITY: SURFACE MOTION
 HQ0189
 HQ0189  HISTORY     - Date     Condition        Report By
 HQ0189  HISTORY     - 1968     MONUMENTED       CGS
 HQ0189
 HQ0189                          STATION DESCRIPTION
 HQ0189
 HQ0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0189'30 MI SE FROM TONOPAH.
 HQ0189'IT IS LOCATED 42.4 FEET NORTHWEST OF THE WITNESS POST AND 48.3
 HQ0189'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FENCE.  SET IN
 HQ0189'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0190 ***********************************************************************
 HQ0190  DESIGNATION -  MIDOT 10 RM 2
 HQ0190  PID         -  HQ0190
 HQ0190  STATE/COUNTY-  NV/NYE
 HQ0190  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0190
 HQ0190                         *CURRENT SURVEY CONTROL
 HQ0190  ___________________________________________________________________
 HQ0190* NAD 83(1986)-  37 51 42.     (N)    116 47 03.     (W)     SCALED    
 HQ0190* NAVD 88     -      1625.528  (meters)    5333.09   (feet)  ADJUSTED  
 HQ0190  ___________________________________________________________________
 HQ0190  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HQ0190  DYNAMIC HT  -        1623.716 (meters)    5327.14  (feet)  COMP
 HQ0190  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 HQ0190
 HQ0190  VERT ORDER  -  FIRST     CLASS II
 HQ0190
 HQ0190.The horizontal coordinates were scaled from a topographic map and have
 HQ0190.an estimated accuracy of +/- 6 seconds.
 HQ0190
 HQ0190.The orthometric height was determined by differential leveling
 HQ0190.and adjusted by the National Geodetic Survey in June 1991..
 HQ0190
 HQ0190.The geoid height was determined by GEOID03.
 HQ0190
 HQ0190.The dynamic height is computed by dividing the NAVD 88
 HQ0190.geopotential number by the normal gravity value computed on the
 HQ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0190.degrees latitude (g = 980.6199 gals.).
 HQ0190
 HQ0190.The modeled gravity was interpolated from observed gravity values.
 HQ0190
 HQ0190;                    North         East    Units  Estimated Accuracy
 HQ0190;SPC NV C     - 6,345,260.      489,660.      MT  (+/- 180 meters Scaled)
 HQ0190
 HQ0190                          SUPERSEDED SURVEY CONTROL
 HQ0190
 HQ0190.No superseded survey control is available for this station.
 HQ0190
 HQ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB189904(NAD 83)
 HQ0190_MARKER: DR = REFERENCE MARK DISK
 HQ0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0190_STAMPING: MIDOT 10 NO 2 1968
 HQ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0190+STABILITY: SURFACE MOTION
 HQ0190
 HQ0190  HISTORY     - Date     Condition        Report By
 HQ0190  HISTORY     - 1968     MONUMENTED       CGS
 HQ0190
 HQ0190                          STATION DESCRIPTION
 HQ0190
 HQ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0190'30 MI SE FROM TONOPAH.
 HQ0190'IT IS LOCATED 29.5 FEET NORTHEAST OF THE WITNESS POST AND 25.6
 HQ0190'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FENCE.  SET IN THE
 HQ0190'TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0002 ***********************************************************************
 HQ0002  DESIGNATION -  MIDOT 11
 HQ0002  PID         -  HQ0002
 HQ0002  STATE/COUNTY-  NV/NYE
 HQ0002  USGS QUAD   -  STINKING SPRING NW (1987)
 HQ0002
 HQ0002                         *CURRENT SURVEY CONTROL
 HQ0002  ___________________________________________________________________
 HQ0002* NAD 83(1994)-  37 53 47.07452(N)    116 39 35.89330(W)     ADJUSTED  
 HQ0002* NAVD 88     -      1710.541  (meters)    5612.00   (feet)  ADJUSTED  
 HQ0002  ___________________________________________________________________
 HQ0002  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 HQ0002  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 HQ0002  DYNAMIC HT  -        1708.617 (meters)    5605.69  (feet)  COMP
 HQ0002  MODELED GRAV-     979,444.0   (mgal)                       NAVD 88
 HQ0002
 HQ0002  HORZ ORDER  -  SECOND
 HQ0002  VERT ORDER  -  FIRST     CLASS II
 HQ0002
 HQ0002.The horizontal coordinates were established by classical geodetic methods
 HQ0002.and adjusted by the National Geodetic Survey in June 1998..
 HQ0002
 HQ0002.The orthometric height was determined by differential leveling
 HQ0002.and adjusted by the National Geodetic Survey in June 1991..
 HQ0002
 HQ0002.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0002
 HQ0002.The geoid height was determined by GEOID03.
 HQ0002
 HQ0002.The dynamic height is computed by dividing the NAVD 88
 HQ0002.geopotential number by the normal gravity value computed on the
 HQ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0002.degrees latitude (g = 980.6199 gals.).
 HQ0002
 HQ0002.The modeled gravity was interpolated from observed gravity values.
 HQ0002
 HQ0002;                    North         East     Units Scale Factor Converg.
 HQ0002;SPC NV C     - 6,349,106.727   500,588.920   MT  0.99990000   +0 00 14.8
 HQ0002;SPC NV C     -20,830,360.99  1,642,348.82   sFT  0.99990000   +0 00 14.8
 HQ0002;UTM  11      - 4,194,376.039   529,895.683   MT  0.99961101   +0 12 31.9
 HQ0002
 HQ0002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0002!SPC NV C     -   0.99973559  x   0.99990000  =   0.99963561
 HQ0002!UTM  11      -   0.99973559  x   0.99961101  =   0.99934670
 HQ0002
 HQ0002|---------------------------------------------------------------------|
 HQ0002| PID    Reference Object                     Distance      Geod. Az  |
 HQ0002|                                                           dddmmss.s |
 HQ0002| HQ0001 MIDOT 11 OFFSET                       6.129 METERS 18932     |
 HQ0002| HQ0133 HUMP                                APPROX. 8.4 KM 2695142.6 |
 HQ0002|---------------------------------------------------------------------|
 HQ0002
 HQ0002                          SUPERSEDED SURVEY CONTROL
 HQ0002
 HQ0002  NAD 83(1986)-  37 53 47.07124(N)    116 39 35.90130(W) AD(       ) 2
 HQ0002  NAD 27      -  37 53 47.29844(N)    116 39 32.67922(W) AD(       ) 2
 HQ0002  NGVD 29 (07/19/86) 1709.42   (m)         5608.3    (f) LEVELING    3  
 HQ0002
 HQ0002.Superseded values are not recommended for survey control.
 HQ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0002.See file dsdata.txt to determine how the superseded data were derived.
 HQ0002
 HQ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2989694376(NAD 83)
 HQ0002_MARKER: DS = TRIANGULATION STATION DISK
 HQ0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0002_STAMPING: MIDOT 11 1968
 HQ0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0002
 HQ0002  HISTORY     - Date     Condition        Report By
 HQ0002  HISTORY     - 1968     MONUMENTED       CGS
 HQ0002  HISTORY     - 1968     GOOD             CGS
 HQ0002
 HQ0002                          STATION DESCRIPTION
 HQ0002
 HQ0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0002'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS ABOUT
 HQ0002'30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 9-1/4 MILES
 HQ0002'NORTHEAST OF THE TEST RANGE HEADQUARTERS AND 5-3/4 MILES EAST
 HQ0002'OF THE MAIN GUARD GATE, KNOWN AS POINT ABLE.
 HQ0002'
 HQ0002'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF
 HQ0002'A CEMENT FILLED 6-INCH PIPE WHICH PROJECTS ABOUT 18 INCHES
 HQ0002'AND IS STAMPED MIDOT 11 1968.
 HQ0002'
 HQ0002'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MIDOT 11
 HQ0002'OFFSET, DISTANCE BEING 6.129 METERS OR (20.11 FEET) SOUTH.
 HQ0002
 HQ0002                          STATION RECOVERY (1968)
 HQ0002
 HQ0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0002'AT TONOPAH TEST RANGE.
 HQ0002'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS
 HQ0002'ABOUT 30 MILES SOUTHEAST OF TONOPAH.  IT IS ABOUT 9 1/4 MILES
 HQ0002'NORTHEAST OF THE TEST RANGE HEADQUARTERS AND 5 3/4 MILES
 HQ0002'EAST OF THE MAIN GUARD GATE, KNOWN AS POINT ABLE.  SET IN THE TOP
 HQ0002'OF A CEMENT FILLED 6-INCH PIPE WHICH PROJECTS ABOUT 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0001 ***********************************************************************
 HQ0001  DESIGNATION -  MIDOT 11 OFFSET
 HQ0001  PID         -  HQ0001
 HQ0001  STATE/COUNTY-  NV/NYE
 HQ0001  USGS QUAD   -  STINKING SPRING NW (1987)
 HQ0001
 HQ0001                         *CURRENT SURVEY CONTROL
 HQ0001  ___________________________________________________________________
 HQ0001* NAD 83(1994)-  37 53 46.87848(N)    116 39 35.93484(W)     ADJUSTED  
 HQ0001* NAVD 88     -      1710.168  (meters)    5610.78   (feet)  ADJUSTED  
 HQ0001  ___________________________________________________________________
 HQ0001  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 HQ0001  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 HQ0001  DYNAMIC HT  -        1708.244 (meters)    5604.46  (feet)  COMP
 HQ0001  MODELED GRAV-     979,444.0   (mgal)                       NAVD 88
 HQ0001
 HQ0001  HORZ ORDER  -  SECOND
 HQ0001  VERT ORDER  -  FIRST     CLASS II
 HQ0001
 HQ0001.The horizontal coordinates were established by classical geodetic methods
 HQ0001.and adjusted by the National Geodetic Survey in June 1998..
 HQ0001
 HQ0001.The orthometric height was determined by differential leveling
 HQ0001.and adjusted by the National Geodetic Survey in June 1991..
 HQ0001
 HQ0001.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0001
 HQ0001.The geoid height was determined by GEOID03.
 HQ0001
 HQ0001.The dynamic height is computed by dividing the NAVD 88
 HQ0001.geopotential number by the normal gravity value computed on the
 HQ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0001.degrees latitude (g = 980.6199 gals.).
 HQ0001
 HQ0001.The modeled gravity was interpolated from observed gravity values.
 HQ0001
 HQ0001;                    North         East     Units Scale Factor Converg.
 HQ0001;SPC NV C     - 6,349,100.684   500,587.906   MT  0.99990000   +0 00 14.8
 HQ0001;SPC NV C     -20,830,341.16  1,642,345.49   sFT  0.99990000   +0 00 14.8
 HQ0001;UTM  11      - 4,194,369.994   529,894.690   MT  0.99961101   +0 12 31.9
 HQ0001
 HQ0001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0001!SPC NV C     -   0.99973565  x   0.99990000  =   0.99963567
 HQ0001!UTM  11      -   0.99973565  x   0.99961101  =   0.99934676
 HQ0001
 HQ0001|---------------------------------------------------------------------|
 HQ0001| PID    Reference Object                     Distance      Geod. Az  |
 HQ0001|                                                           dddmmss.s |
 HQ0001| DD5428 MIDOT 11 OFFSET RM 1                 19.493 METERS 12927     |
 HQ0001| HQ0038 CONTRAVES 13                        APPROX. 6.0 KM 1784831.2 |
 HQ0001| DD5429 MIDOT 11 OFFSET RM 2                 19.033 METERS 24346     |
 HQ0001|---------------------------------------------------------------------|
 HQ0001
 HQ0001                          SUPERSEDED SURVEY CONTROL
 HQ0001
 HQ0001  NAD 83(1986)-  37 53 46.87519(N)    116 39 35.94283(W) AD(       ) 2
 HQ0001  NAD 27      -  37 53 47.10240(N)    116 39 32.72078(W) AD(       ) 2
 HQ0001  NGVD 29 (07/19/86) 1709.05   (m)         5607.1    (f) LEVELING    3  
 HQ0001
 HQ0001.Superseded values are not recommended for survey control.
 HQ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0001.See file dsdata.txt to determine how the superseded data were derived.
 HQ0001
 HQ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2989594370(NAD 83)
 HQ0001_MARKER: DS = TRIANGULATION STATION DISK
 HQ0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0001_STAMPING: MIDOT 11 OFFSET 1968
 HQ0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0001+STABILITY: SURFACE MOTION
 HQ0001
 HQ0001  HISTORY     - Date     Condition        Report By
 HQ0001  HISTORY     - 1968     MONUMENTED       CGS
 HQ0001  HISTORY     - 1968     GOOD             CGS
 HQ0001
 HQ0001                          STATION DESCRIPTION
 HQ0001
 HQ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0001'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS ABOUT
 HQ0001'30 MILES SOUTH-SOUTHEAST OF TONOPAH, 9-1/4 MILES NORTHEAST OF
 HQ0001'TEST RANGE HEADQUARTERS AND 5-3/4 MILES EAST OF THE MAIN GUARD
 HQ0001'GATE WHICH IS AT THE NORTH END OF THE RANGE AND CALLED POINT ABLE.
 HQ0001'
 HQ0001'TO REACH THE STATION FROM POINT ABLE, GO SOUTHEAST ON THE PAVED
 HQ0001'ROAD FOR 1.1 MILES TO WHERE THE PAVED ROAD CURVES TO THE RIGHT,
 HQ0001'SOUTH, A BLADED ROAD CONTINUES AHEAD, SOUTHEAST, AND A BLADED ROAD
 HQ0001'TURNS EAST, TURN LEFT AND GO EAST ON A BLADED ROAD FOR 3.6
 HQ0001'MILES TO CONTRAVES 12 ON THE RIGHT AND A FORK JUST BEYOND, BEAR
 HQ0001'LEFT AND GO NORTHEAST ON A BLADED ROAD FOR 1.85 MILES TO
 HQ0001'MIDOT STATION 11 AND THE STATION SITE.
 HQ0001'
 HQ0001'STATION MARK, A STANDARD DISK STAMPED MIDOT 11 OFFSET 1968, SET
 HQ0001'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 HQ0001'ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT 170 FEET SOUTHEAST
 HQ0001'OF THE CENTER OF A GRAVELED ROAD.
 HQ0001'
 HQ0001'REFERENCE MARK 1, A STANDARD DISK STAMPED MIDOT 11 OFFSET NO 1
 HQ0001'1968, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH
 HQ0001'SUPPORTS AN ANTENNA AND IS FLUSH WITH THE SURFACE OF THE
 HQ0001'CONCRETE.  IT IS 0.5 FOOT SOUTHWEST OF STEEL BASE SUPPORTING
 HQ0001'ANTENNA.
 HQ0001'
 HQ0001'REFERENCE MARK 2, A STANDARD DISK STAMPED MIDOT 11 OFFSET NO 2
 HQ0001'1968, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH
 HQ0001'SUPPORTS AN ANTENNA AND IS FLUSH WITH THE SURFACE OF THE CONCRETE.
 HQ0001'IT IS 0.5 FOOT SOUTHEAST OF STEEL BASE SUPPORTING ANTENNA.
 HQ0001'
 HQ0001'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS DUE TO WOODEN
 HQ0001'POSTS ON LINE.
 HQ0001'
 HQ0001'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 HQ0001
 HQ0001                          STATION RECOVERY (1968)
 HQ0001
 HQ0001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0001'30 MI SSE FROM TONOPAH.
 HQ0001'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE WHICH IS ABOUT
 HQ0001'30 MILES SOUTH-SOUTHEAST OF TONOPAH, 9 1/4 MILES NORTHEAST OF
 HQ0001'TEST RANGE HEADQUARTERS AND 5 3/4 MILES EAST OF THE MAIN GUARD
 HQ0001'GATE WHICH IS AT THE NORTH END OF THE RANGE AND CALLED POINT
 HQ0001'ABLE.  TO REACH THE STATION FROM POINT ABLE, GO SOUTHEAST ON
 HQ0001'THE PAVED ROAD FOR 1.1 MILES TO WHERE THE PAVED ROAD CURVES TO
 HQ0001'THE RIGHT, SOUTH, A BLADED ROAD CONTINUES AHEAD, SOUTHEAST, AND
 HQ0001'A BLADED ROAD TURNS EAST, TURN LEFT AND GO EAST ON A BLADED
 HQ0001'ROAD FOR 3.6 MILES TO CONTRAVES 12 ON THE RIGHT AND A FORK JUST
 HQ0001'BEYOND, BEAR LEFT AND GO NORTHEAST ON A BLADED ROAD FOR 1.85
 HQ0001'MILES TO MIDOT STATION 11 AND THE STATION SITE.  SET IN THE TOP
 HQ0001'OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 22 INCHES ABOVE THE
 HQ0001'SURFACE OF THE GROUND.  IT IS ABOUT 170 FEET SE OF THE CENTER
 HQ0001'OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0239 ***********************************************************************
 HQ0239  DESIGNATION -  MIDOT 7
 HQ0239  PID         -  HQ0239
 HQ0239  STATE/COUNTY-  NV/NYE
 HQ0239  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0239
 HQ0239                         *CURRENT SURVEY CONTROL
 HQ0239  ___________________________________________________________________
 HQ0239* NAD 83(1994)-  37 40 49.13430(N)    116 42 42.02908(W)     ADJUSTED  
 HQ0239* NAVD 88     -      1698.042  (meters)    5570.99   (feet)  ADJUSTED  
 HQ0239  ___________________________________________________________________
 HQ0239  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 HQ0239  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 HQ0239  DYNAMIC HT  -        1696.104 (meters)    5564.63  (feet)  COMP
 HQ0239  MODELED GRAV-     979,429.0   (mgal)                       NAVD 88
 HQ0239
 HQ0239  HORZ ORDER  -  FIRST
 HQ0239  VERT ORDER  -  FIRST     CLASS II
 HQ0239
 HQ0239.The horizontal coordinates were established by classical geodetic methods
 HQ0239.and adjusted by the National Geodetic Survey in June 1998..
 HQ0239
 HQ0239.The orthometric height was determined by differential leveling
 HQ0239.and adjusted by the National Geodetic Survey in June 1991..
 HQ0239
 HQ0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0239
 HQ0239.The geoid height was determined by GEOID03.
 HQ0239
 HQ0239.The dynamic height is computed by dividing the NAVD 88
 HQ0239.geopotential number by the normal gravity value computed on the
 HQ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0239.degrees latitude (g = 980.6199 gals.).
 HQ0239
 HQ0239.The modeled gravity was interpolated from observed gravity values.
 HQ0239
 HQ0239;                    North         East     Units Scale Factor Converg.
 HQ0239;SPC NV C     - 6,325,125.194   496,030.128   MT  0.99990019   -0 01 39.0
 HQ0239;SPC NV C     -20,751,681.57  1,627,392.18   sFT  0.99990019   -0 01 39.0
 HQ0239;UTM  11      - 4,170,385.381   525,423.709   MT  0.99960796   +0 10 34.5
 HQ0239
 HQ0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0239!SPC NV C     -   0.99973761  x   0.99990019  =   0.99963783
 HQ0239!UTM  11      -   0.99973761  x   0.99960796  =   0.99934568
 HQ0239
 HQ0239|---------------------------------------------------------------------|
 HQ0239| PID    Reference Object                     Distance      Geod. Az  |
 HQ0239|                                                           dddmmss.s |
 HQ0239| HQ0240 MIDOT 7 RM 1                         12.094 METERS 06229     |
 HQ0239| HQ0241 MIDOT 7 RM 2                          8.552 METERS 13052     |
 HQ0239|---------------------------------------------------------------------|
 HQ0239
 HQ0239                          SUPERSEDED SURVEY CONTROL
 HQ0239
 HQ0239  NAD 83(1986)-  37 40 49.13090(N)    116 42 42.03742(W) AD(       ) 1
 HQ0239  NAD 27      -  37 40 49.34848(N)    116 42 38.81945(W) AD(       ) 1
 HQ0239  NGVD 29 (07/19/86) 1696.93   (m)         5567.3    (f) LEVELING    3  
 HQ0239
 HQ0239.Superseded values are not recommended for survey control.
 HQ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0239.See file dsdata.txt to determine how the superseded data were derived.
 HQ0239
 HQ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2542470385(NAD 83)
 HQ0239_MARKER: DB = BENCH MARK DISK
 HQ0239_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0239_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0239_STAMPING: MIDOT 7 1968
 HQ0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0239
 HQ0239  HISTORY     - Date     Condition        Report By
 HQ0239  HISTORY     - 1968     MONUMENTED       CGS
 HQ0239  HISTORY     - 1968     GOOD             CGS
 HQ0239
 HQ0239                          STATION DESCRIPTION
 HQ0239
 HQ0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HQ0239'THE STATION IS LOCATED ON THE TONOPAH TEST RANGE, WHICH IS
 HQ0239'ABOUT 30 MILES, AIRLINE, SOUTH-SOUTHEAST OF TONOPAH.  IT IS 14
 HQ0239'MILES SOUTH-SOUTHEAST OF THE MAIN GUARD GATE, (POINT ABLE) AND
 HQ0239'ABOUT 7-3/4 MILES SOUTH-SOUTHEAST OF THE TONOPAH RANGE
 HQ0239'HEADQUARTERS, IN THE CENTER OF AN ARRAY OF ANTENNAS.
 HQ0239'
 HQ0239'TO REACH THE STATION FROM THE TONOPAH TEST RANGE HEADQUARTERS,
 HQ0239'GO SOUTH ON THE MAIN PAVED ROAD FOR 4.6 MILES TO THE END OF THE
 HQ0239'PAVEMENT, CONTINUE SOUTH ON THE GRAVELED ROAD FOR 3.05 MILES
 HQ0239'TO A SIDE ROAD LEFT AND SIGN MIDOT 7.  TURN LEFT FOR 0.25
 HQ0239'MILE TO AN ANTENNA COMPLEX AND THE STATION AS DESCRIBED.
 HQ0239'
 HQ0239'THE STATION MARK IS A STANDARD DISK, STAMPED MIDOT 7 1968,
 HQ0239'SET IN THE TOP OF A 6 INCH STEEL PIPE WHICH IS FILLED WITH
 HQ0239'CONCRETE.  IT IS 21 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 HQ0239'AND 160 FEET NORTH-NORTHEAST OF A SMALL METAL BUILDING.
 HQ0239'
 HQ0239'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MIDOT 7 NO 1 1968,
 HQ0239'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES
 HQ0239'IN DIAMETER AND PROJECTS ABOUT 5 INCHES ABOVE THE GROUND
 HQ0239'SURFACE.  IT IS 21 FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 HQ0239'
 HQ0239'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MIDOT 7 NO 2 1968,
 HQ0239'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH IS
 HQ0239'1 FOOT BY 6 INCHES AND FLUSH WITH THE GROUND SURFACE.  IT IS 45
 HQ0239'FEET SOUTH OF THE CENTER OF THE TRACK ROAD.
 HQ0239'
 HQ0239'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 HQ0239'
 HQ0239'THE AZIMUTH MARK ANTENNAS RUNNING NORTH, EAST, SOUTH AND WEST,
 HQ0239'AND CLOSEST TO THE STATION, WERE OBSERVED AND DESIGNATED AS
 HQ0239'N-2, E-2, S-2, AND W-2.
 HQ0239'
 HQ0239'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HQ0239
 HQ0239                          STATION RECOVERY (1968)
 HQ0239
 HQ0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HQ0239'30 MI SSE FROM TONOPAH.
 HQ0239'LOCATED ON THE TONOPAH TEST RANGE, WHICH IS ABOUT 30 MILES,
 HQ0239'AIRLINE, SOUTH-SOUTHEAST OF TONOPAH.  IT IS 14 MILES
 HQ0239'SOUTH-SOUTHEAST OF THE MAIN GUARD GATE, (POINT ABLE) AND ABOUT
 HQ0239'7 3/4 MILES SOUTH-SOUTHEAST OF THE TONOPAH TEST RANGE HEADQUARTERS,
 HQ0239'IN THE CENTER OF AN ARRAY OF ANTENNAS.  TO REACH THE STATION
 HQ0239'FROM THE TONOPAH TEST RANGE HEADQUARTERS, GO SOUTH ON THE MAIN
 HQ0239'PAVED ROAD FOR 4.6 MILES TO THE END OF THE PAVEMENT, CONTINUE
 HQ0239'SOUTH ON THE GRAVELED ROAD FOR 3.05 MILES TO A SIDE ROAD LEFT
 HQ0239'AND SIGN MIDOT 7.  TURN LEFT 0.25 MILE TO AN ANTENNA COMPLEX
 HQ0239'AND THE STATION AS DESCRIBED.  SET IN THE TOP OF A 6 INCH STEEL
 HQ0239'PIPE WHICH IS FILLED WITH CONCRETE.  21 FEET SOUTH OF THE CENTER
 HQ0239'OF A TRACK ROAD AND 160 FEET NORTH-NORTHEAST OF A SMALL METAL
 HQ0239'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0240 ***********************************************************************
 HQ0240  DESIGNATION -  MIDOT 7 RM 1
 HQ0240  PID         -  HQ0240
 HQ0240  STATE/COUNTY-  NV/NYE
 HQ0240  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0240
 HQ0240                         *CURRENT SURVEY CONTROL
 HQ0240  ___________________________________________________________________
 HQ0240* NAD 83(1986)-  37 40 51.     (N)    116 42 40.     (W)     SCALED    
 HQ0240* NAVD 88     -      1697.295  (meters)    5568.54   (feet)  ADJUSTED  
 HQ0240  ___________________________________________________________________
 HQ0240  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 HQ0240  DYNAMIC HT  -        1695.360 (meters)    5562.19  (feet)  COMP
 HQ0240  MODELED GRAV-     979,429.6   (mgal)                       NAVD 88
 HQ0240
 HQ0240  VERT ORDER  -  FIRST     CLASS II
 HQ0240
 HQ0240.The horizontal coordinates were scaled from a topographic map and have
 HQ0240.an estimated accuracy of +/- 6 seconds.
 HQ0240
 HQ0240.The orthometric height was determined by differential leveling
 HQ0240.and adjusted by the National Geodetic Survey in June 1991..
 HQ0240
 HQ0240.The geoid height was determined by GEOID03.
 HQ0240
 HQ0240.The dynamic height is computed by dividing the NAVD 88
 HQ0240.geopotential number by the normal gravity value computed on the
 HQ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0240.degrees latitude (g = 980.6199 gals.).
 HQ0240
 HQ0240.The modeled gravity was interpolated from observed gravity values.
 HQ0240
 HQ0240;                    North         East    Units  Estimated Accuracy
 HQ0240;SPC NV C     - 6,325,180.      496,080.      MT  (+/- 180 meters Scaled)
 HQ0240
 HQ0240                          SUPERSEDED SURVEY CONTROL
 HQ0240
 HQ0240.No superseded survey control is available for this station.
 HQ0240
 HQ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB254704(NAD 83)
 HQ0240_MARKER: DR = REFERENCE MARK DISK
 HQ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0240_STAMPING: MIDOT 7 NO 1 1968
 HQ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0240+STABILITY: SURFACE MOTION
 HQ0240
 HQ0240  HISTORY     - Date     Condition        Report By
 HQ0240  HISTORY     - 1968     MONUMENTED       CGS
 HQ0240
 HQ0240                          STATION DESCRIPTION
 HQ0240
 HQ0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0240'30 MI SSE FROM TONOPAH.
 HQ0240'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES
 HQ0240'IN DIAMETER AND PROJECTS ABOUT 5 INCHES ABOVE THE GROUND SURFACE.
 HQ0240'21 FEET SOUTH OF THE CENTER OF A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0241 ***********************************************************************
 HQ0241  DESIGNATION -  MIDOT 7 RM 2
 HQ0241  PID         -  HQ0241
 HQ0241  STATE/COUNTY-  NV/NYE
 HQ0241  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0241
 HQ0241                         *CURRENT SURVEY CONTROL
 HQ0241  ___________________________________________________________________
 HQ0241* NAD 83(1986)-  37 40 51.     (N)    116 42 40.     (W)     SCALED    
 HQ0241* NAVD 88     -      1697.423  (meters)    5568.96   (feet)  ADJUSTED  
 HQ0241  ___________________________________________________________________
 HQ0241  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 HQ0241  DYNAMIC HT  -        1695.487 (meters)    5562.61  (feet)  COMP
 HQ0241  MODELED GRAV-     979,429.6   (mgal)                       NAVD 88
 HQ0241
 HQ0241  VERT ORDER  -  FIRST     CLASS II
 HQ0241
 HQ0241.The horizontal coordinates were scaled from a topographic map and have
 HQ0241.an estimated accuracy of +/- 6 seconds.
 HQ0241
 HQ0241.The orthometric height was determined by differential leveling
 HQ0241.and adjusted by the National Geodetic Survey in June 1991..
 HQ0241
 HQ0241.The geoid height was determined by GEOID03.
 HQ0241
 HQ0241.The dynamic height is computed by dividing the NAVD 88
 HQ0241.geopotential number by the normal gravity value computed on the
 HQ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0241.degrees latitude (g = 980.6199 gals.).
 HQ0241
 HQ0241.The modeled gravity was interpolated from observed gravity values.
 HQ0241
 HQ0241;                    North         East    Units  Estimated Accuracy
 HQ0241;SPC NV C     - 6,325,180.      496,080.      MT  (+/- 180 meters Scaled)
 HQ0241
 HQ0241                          SUPERSEDED SURVEY CONTROL
 HQ0241
 HQ0241.No superseded survey control is available for this station.
 HQ0241
 HQ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB254704(NAD 83)
 HQ0241_MARKER: DR = REFERENCE MARK DISK
 HQ0241_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0241_SP_SET: BEDROCK
 HQ0241_STAMPING: MIDOT 7 NO 2 1968
 HQ0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0241+STABILITY: POSITION/ELEVATION WELL
 HQ0241
 HQ0241  HISTORY     - Date     Condition        Report By
 HQ0241  HISTORY     - 1968     MONUMENTED       CGS
 HQ0241
 HQ0241                          STATION DESCRIPTION
 HQ0241
 HQ0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0241'30 MI SSE FROM TONOPAH.
 HQ0241'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH 1 FOOT
 HQ0241'BY 6 INCHES AND FLUSH WITH THE GROUND SURFACE.  45 FEET SOUTH
 HQ0241'OF THE CENTER OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0767 ***********************************************************************
 LQ0767  DESIGNATION -  MIKE
 LQ0767  PID         -  LQ0767
 LQ0767  STATE/COUNTY-  NV/ELKO
 LQ0767  USGS QUAD   -  HUNTER (1982)
 LQ0767
 LQ0767                         *CURRENT SURVEY CONTROL
 LQ0767  ___________________________________________________________________
 LQ0767* NAD 83(1994)-  40 50 36.37297(N)    115 54 13.67281(W)     ADJUSTED  
 LQ0767* NAVD 88     -      2048.9    (meters)    6722.     (feet)  VERTCON   
 LQ0767  ___________________________________________________________________
 LQ0767  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 LQ0767  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 LQ0767
 LQ0767  HORZ ORDER  -  SECOND
 LQ0767
 LQ0767.The horizontal coordinates were established by classical geodetic methods
 LQ0767.and adjusted by the National Geodetic Survey in June 1998..
 LQ0767
 LQ0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0767
 LQ0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0767
 LQ0767.The geoid height was determined by GEOID03.
 LQ0767
 LQ0767;                    North         East     Units Scale Factor Converg.
 LQ0767;SPC NV E     - 8,676,310.050   172,976.628   MT  0.99990899   -0 12 34.5
 LQ0767;SPC NV E     -28,465,527.22    567,507.49   sFT  0.99990899   -0 12 34.5
 LQ0767;UTM  11      - 4,521,955.494   592,410.900   MT  0.99970511   +0 43 01.1
 LQ0767
 LQ0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0767!SPC NV E     -   0.99968163  x   0.99990899  =   0.99959065
 LQ0767!UTM  11      -   0.99968163  x   0.99970511  =   0.99938683
 LQ0767
 LQ0767:                Primary Azimuth Mark                     Grid Az
 LQ0767:SPC NV E     -  BELL                                     044 21 34.9
 LQ0767:UTM  11      -  BELL                                     043 25 59.3
 LQ0767
 LQ0767|---------------------------------------------------------------------|
 LQ0767| PID    Reference Object                     Distance      Geod. Az  |
 LQ0767|                                                           dddmmss.s |
 LQ0767| LQ0754 BELL                                APPROX.10.3 KM 0440900.4 |
 LQ0767| DD5431 MIKE RM 2                             9.510 METERS 29543     |
 LQ0767| DD5430 MIKE RM 1                            11.442 METERS 34903     |
 LQ0767|---------------------------------------------------------------------|
 LQ0767
 LQ0767                          SUPERSEDED SURVEY CONTROL
 LQ0767
 LQ0767  NAD 83(1986)-  40 50 36.37628(N)    115 54 13.66420(W) AD(       ) 2
 LQ0767  NAD 27      -  40 50 36.66610(N)    115 54 10.40920(W) AD(       ) 2
 LQ0767  NGVD 29 (03/11/99) 2047.7    (m)         6718.     (f) VERT ANG       
 LQ0767
 LQ0767.Superseded values are not recommended for survey control.
 LQ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0767.See file dsdata.txt to determine how the superseded data were derived.
 LQ0767
 LQ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF9241121955(NAD 83)
 LQ0767_MARKER: DS = TRIANGULATION STATION DISK
 LQ0767_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0767+STABILITY: POSITION/ELEVATION WELL
 LQ0767
 LQ0767  HISTORY     - Date     Condition        Report By
 LQ0767  HISTORY     - 1957     MONUMENTED       CGS
 LQ0767  HISTORY     - 1961     GOOD             USGS
 LQ0767
 LQ0767                          STATION DESCRIPTION
 LQ0767
 LQ0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0767'THE STATION IS ABOUT 7 MILES WEST OF ELKO, 4-1/2 MILES NORTH
 LQ0767'OF U.S. HIGHWAY 40 AND 2 MILES SOUTHWEST OF STATE HIGHWAY 11
 LQ0767'FROM A POINT WHERE THE HIGHWAY TURNS NORTH UP A CANYON TO THE
 LQ0767'SUMMIT OF A PASS OVER A RIDGE.  IT IS ON THE SUMMIT OF A
 LQ0767'RELATIVELY FLAT, ROCKY-TOPPED BUTTE ALONG A RIDGE OF PROMINENT
 LQ0767'ROLLING HILLS, AND THE HIGHEST IN THE IMMEDIATE VICINITY.
 LQ0767'
 LQ0767'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 LQ0767'11 AT THE WEST EDGE OF ELKO, GO NORTHWEST ON STATE HIGHWAY 11
 LQ0767'FOR 6.4 MILES TO A METAL GATE ON THE LEFT.  AT THIS POINT THE
 LQ0767'HIGHWAY MAKES A DEFINITE TURN TO THE NORTH.  TURN LEFT THROUGH
 LQ0767'THE GATE, CROSS A SMALL STREAM AND FOLLOW THE OLD ROAD WESTERLY
 LQ0767'FOR 0.75 MILE TO A SMALL EARTHEN RESERVOIR.  CONTINUE WESTERLY
 LQ0767'FOR 0.25 MILE TO A FORK AT THE TOP OF THE GRADE IN A SADDLE.
 LQ0767'TURN LEFT AND FOLLOW THE TRACK ROAD ALONG THE CREST OF THE
 LQ0767'RIDGE, SOUTH AND SOUTHWESTERLY, FOR 1.1 MILES TO ANOTHER
 LQ0767'SADDLE.  AT THIS POINT THE TRACK ROAD CONTINUES SOUTH, DOWN
 LQ0767'HILL.  LEAVE THE ROAD, GO CROSS-COUNTRY SOUTHWESTERLY
 LQ0767'TOWARDS ROCKY HILL (PASS HILL ON NORTH SIDE) AND CONTINUE
 LQ0767'SOUTHWEST ALONG THE CREST OF THE RIDGE FOR 1.3 MILES TO
 LQ0767'THE SUMMIT OF THE HIGHEST HILL IN THE IMMEDIATE VICINITY
 LQ0767'AND THE STATION SITE.  A 4-WHEEL DRIVE VEHICLE IS
 LQ0767'RECOMMENDED AFTER LEAVING THE HIGHWAY.
 LQ0767'
 LQ0767'THE STATION AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET
 LQ0767'IN DRILL HOLES IN OUTCROP.
 LQ0767'
 LQ0767'THE STATION MARK, STAMPED MIKE 1957, IS IN A FLAT ROCK PROJECTING
 LQ0767'ABOUT 3 INCHES.  8-1/2 FEET NORTH-NORTHEAST OF A WITNESS POST.
 LQ0767'IT IS ON THE EAST SIDE OF THE CREST OF THE RIDGE, 81 FEET
 LQ0767'SOUTH-SOUTHEAST OF THE HIGHEST POINT OF OUTCROP ON THE HILL.
 LQ0767'
 LQ0767'REFERENCE MARK 1, STAMPED MIKE NO 1 1957, IS IN A FLAT-TOPPED
 LQ0767'ROCK ABOUT 3-1/2 FEET LONG, 2 FEET WIDE AND PROJECTS ABOUT 1
 LQ0767'FOOT ON THE EAST SIDE.  IT IS ON THE CREST OF THE RIDGE, ABOUT
 LQ0767'2 FEET HIGHER THAN THE STATION.
 LQ0767'
 LQ0767'REFERENCE MARK 2, STAMPED MIKE NO 2 1957, IS IN ROCK THAT
 LQ0767'SLOPES TO THE WEST, PROJECTS ABOUT 1 FOOT ON THE EAST SIDE,
 LQ0767'AND THE ROCK FORMATION IS ABOUT 1 FOOT HIGHER ON THE SOUTH
 LQ0767'SIDE OF THE MARK.  IT IS ON THE CREST OF THE RIDGE, ABOUT 2
 LQ0767'FEET HIGHER THAN THE STATION.
 LQ0767
 LQ0767                          STATION RECOVERY (1961)
 LQ0767
 LQ0767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LQ0767'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-4 STATION 1026.
 LQ0767'STATION MARK--STANDARD DISC STAMPED---MIKE 1957---SET IN DRILL HOLE IN
 LQ0767'OUTCROP PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0674 ***********************************************************************
 GR0674  DESIGNATION -  MILE
 GR0674  PID         -  GR0674
 GR0674  STATE/COUNTY-  NV/CLARK
 GR0674  USGS QUAD   -  APEX (1986)
 GR0674
 GR0674                         *CURRENT SURVEY CONTROL
 GR0674  ___________________________________________________________________
 GR0674* NAD 83(1994)-  36 20 28.63570(N)    114 55 04.07726(W)     ADJUSTED  
 GR0674* NAVD 88     -       734.585  (meters)    2410.05   (feet)  ADJUSTED  
 GR0674  ___________________________________________________________________
 GR0674  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GR0674  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GR0674  DYNAMIC HT  -         733.841 (meters)    2407.61  (feet)  COMP
 GR0674  MODELED GRAV-     979,595.7   (mgal)                       NAVD 88
 GR0674
 GR0674  HORZ ORDER  -  SECOND
 GR0674  VERT ORDER  -  FIRST     CLASS II
 GR0674
 GR0674.The horizontal coordinates were established by classical geodetic methods
 GR0674.and adjusted by the National Geodetic Survey in June 1998..
 GR0674
 GR0674.The orthometric height was determined by differential leveling
 GR0674.and adjusted by the National Geodetic Survey in June 1991..
 GR0674
 GR0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0674
 GR0674.The geoid height was determined by GEOID03.
 GR0674
 GR0674.The dynamic height is computed by dividing the NAVD 88
 GR0674.geopotential number by the normal gravity value computed on the
 GR0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0674.degrees latitude (g = 980.6199 gals.).
 GR0674
 GR0674.The modeled gravity was interpolated from observed gravity values.
 GR0674
 GR0674;                    North         East     Units Scale Factor Converg.
 GR0674;SPC NV E     - 8,176,742.327   259,741.819   MT  0.99994396   +0 23 39.9
 GR0674;SPC NV E     -26,826,528.78    852,169.62   sFT  0.99994396   +0 23 39.9
 GR0674;UTM  11      - 4,023,815.958   686,864.235   MT  1.00003024   +1 14 03.3
 GR0674
 GR0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0674!SPC NV E     -   0.99988902  x   0.99994396  =   0.99983299
 GR0674!UTM  11      -   0.99988902  x   1.00003024  =   0.99991926
 GR0674
 GR0674|---------------------------------------------------------------------|
 GR0674| PID    Reference Object                     Distance      Geod. Az  |
 GR0674|                                                           dddmmss.s |
 GR0674| CC5637 MILE WP                               2.268 METERS 13215     |
 GR0674| GR1392 J 171                                19.410 METERS 20231     |
 GR0674| GR1885 APEX                                APPROX. 2.3 KM 2045957.0 |
 GR0674| GR0673 MILE RM 2                            11.992 METERS 33209     |
 GR0674|---------------------------------------------------------------------|
 GR0674
 GR0674                          SUPERSEDED SURVEY CONTROL
 GR0674
 GR0674  NAD 83(1994)-  36 20 28.63570(N)    114 55 04.07726(W) AD(       ) 2
 GR0674  NAD 83(1992)-  36 20 28.63825(N)    114 55 04.07978(W) AD(       ) 2
 GR0674  NAD 83(1992)-  36 20 28.63800(N)    114 55 04.08009(W) AD(       ) 2
 GR0674  NAD 83(1986)-  36 20 28.62719(N)    114 55 04.06115(W) AD(       ) 2
 GR0674  NAD 27      -  36 20 28.73500(N)    114 55 01.05000(W) AD(       ) 2
 GR0674  NGVD 29 (??/??/92)  733.845  (m)         2407.62   (f) ADJ UNCH    1 2
 GR0674
 GR0674.Superseded values are not recommended for survey control.
 GR0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0674.See file dsdata.txt to determine how the superseded data were derived.
 GR0674
 GR0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA8686423816(NAD 83)
 GR0674_MARKER: DS = TRIANGULATION STATION DISK
 GR0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0674_STAMPING: MILE 1957
 GR0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0674+STABILITY: SURFACE MOTION
 GR0674
 GR0674  HISTORY     - Date     Condition        Report By
 GR0674  HISTORY     - 1957     MONUMENTED       CGS
 GR0674  HISTORY     - 1963     GOOD             NGS
 GR0674  HISTORY     - 1983     MARK NOT FOUND   NGS
 GR0674
 GR0674                          STATION DESCRIPTION
 GR0674
 GR0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR0674'THE STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF LAS VEGAS
 GR0674'AND ABOUT 8-1/2 MILES SOUTHWEST OF DRY LAKE, IN A FLAT AREA
 GR0674'ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 91.
 GR0674'
 GR0674'TO REACH FROM DRY LAKE, GO SOUTHWEST ON U.S. HIGHWAY 91 FOR
 GR0674'8.0 MILES TO RAILROAD CROSSING JUST SOUTH OF THE U.S. LIME
 GR0674'PRODUCTS CORPORATION.  CONTINUE SOUTHWEST ON THE HIGHWAY FOR
 GR0674'1.0 MILE TO STATION ON LEFT.
 GR0674'
 GR0674'THE STATION MARK, STAMPED MILE 1957, IS A STANDARD BRONZE
 GR0674'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 GR0674'IT IS 187 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GR0674'ABOUT 40 YARDS SOUTHWEST OF A BLACK AND WHITE POWER POLE WHICH
 GR0674'BEARS A LARGE SIGN 353, 62 FEET NORTHWEST OF THE CENTER OF
 GR0674'THE RAILROAD TRACKS, AND 7.44 FEET NORTHWEST OF A WHITE WITNESS
 GR0674'POST.
 GR0674'
 GR0674'REFERENCE MARK NO. 2, STAMPED MILE NO 2 1957, IS A STANDARD
 GR0674'BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GR0674'4 INCHES.
 GR0674'
 GR0674'B.M. J 171 IS A COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 GR0674'IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 12 INCHES.
 GR0674'IT IS STAMPED J 171 1935.  THE MARK IS 51 FEET NORTHWEST OF
 GR0674'THE CENTER OF THE RAILROAD TRACKS AND 8 FEET SOUTHWEST OF
 GR0674'A POWER POLE.
 GR0674
 GR0674                          STATION RECOVERY (1963)
 GR0674
 GR0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0674'19.2 MI NE FROM LAS VEGAS.
 GR0674'19.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0674'AT LAS VEGAS, 59.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 63.69 FEET
 GR0674'NORTH-NORTHEAST OF BENCH MARK J 171, 56 1/2 FEET NORTH-NORTHEAST OF
 GR0674'THE FIRST POLE SOUTHWEST OF MILEPOLE 353, 41.19 FEET SOUTH-SOUTHEAST
 GR0674'OF R.M. 2, 7.2 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 GR0674'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 GR0674'FOOT ABOVE THE GROUND.
 GR0674
 GR0674                          STATION RECOVERY (1983)
 GR0674
 GR0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0674'NOT RECOVERED, HEAVY GRADING IN THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0684 ***********************************************************************
 GS0684  DESIGNATION -  MILE
 GS0684  PID         -  GS0684
 GS0684  STATE/COUNTY-  NV/NYE
 GS0684  USGS QUAD   -  BUSTED BUTTE (1983)
 GS0684
 GS0684                         *CURRENT SURVEY CONTROL
 GS0684  ___________________________________________________________________
 GS0684* NAD 83(1994)-  36 50 15.55207(N)    116 28 09.37441(W)     ADJUSTED  
 GS0684* NAVD 88     -      1510.054  (meters)    4954.24   (feet)  ADJUSTED  
 GS0684  ___________________________________________________________________
 GS0684  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 GS0684  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GS0684  DYNAMIC HT  -        1508.366 (meters)    4948.70  (feet)  COMP
 GS0684  MODELED GRAV-     979,459.3   (mgal)                       NAVD 88
 GS0684
 GS0684  HORZ ORDER  -  THIRD
 GS0684  VERT ORDER  -  FIRST     CLASS I
 GS0684
 GS0684.The horizontal coordinates were established by classical geodetic methods
 GS0684.and adjusted by the National Geodetic Survey in March 1999..
 GS0684
 GS0684.The orthometric height was determined by differential leveling
 GS0684.and adjusted by the National Geodetic Survey in May 2004..
 GS0684
 GS0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0684
 GS0684.The geoid height was determined by GEOID03.
 GS0684
 GS0684.The dynamic height is computed by dividing the NAVD 88
 GS0684.geopotential number by the normal gravity value computed on the
 GS0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0684.degrees latitude (g = 980.6199 gals.).
 GS0684
 GS0684.The modeled gravity was interpolated from observed gravity values.
 GS0684
 GS0684;                    North         East     Units Scale Factor Converg.
 GS0684;SPC NV C     - 6,231,631.064   517,606.082   MT  0.99990382   +0 07 06.1
 GS0684;SPC NV C     -20,444,942.92  1,698,179.29   sFT  0.99990382   +0 07 06.1
 GS0684;UTM  11      - 4,076,994.384   547,322.607   MT  0.99962759   +0 19 05.5
 GS0684
 GS0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0684!SPC NV C     -   0.99976740  x   0.99990382  =   0.99967124
 GS0684!UTM  11      -   0.99976740  x   0.99962759  =   0.99939507
 GS0684
 GS0684                          SUPERSEDED SURVEY CONTROL
 GS0684
 GS0684  NAVD 88 (??/??/92) 1510.067  (m)         4954.28   (f) UNKNOWN     3 0
 GS0684  NGVD 29 (05/01/91) 1509.152  (m)         4951.28   (f) ADJUSTED    1 1
 GS0684
 GS0684.Superseded values are not recommended for survey control.
 GS0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0684.See file dsdata.txt to determine how the superseded data were derived.
 GS0684
 GS0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA4732376994(NAD 83)
 GS0684_MARKER: DS = TRIANGULATION STATION DISK
 GS0684_SETTING: 66 = SET IN ROCK OUTCROP
 GS0684_SP_SET: BEDROCK
 GS0684_STAMPING: MILE 1959
 GS0684_MARK LOGO: USGS  
 GS0684_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GS0684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0684+STABILITY: POSITION/ELEVATION WELL
 GS0684
 GS0684  HISTORY     - Date     Condition        Report By
 GS0684  HISTORY     - 1959     MONUMENTED       USGS
 GS0684  HISTORY     - 1962     GOOD             USGS
 GS0684  HISTORY     - 1983     GOOD             USGS
 GS0684  HISTORY     - 1986     GOOD             USGS
 GS0684  HISTORY     - 1988     GOOD             USGS
 GS0684  HISTORY     - 19910403 GOOD             USGS
 GS0684  HISTORY     - 19930125 GOOD             USGS
 GS0684  HISTORY     - 19950130 GOOD             USGS
 GS0684
 GS0684                          STATION DESCRIPTION
 GS0684
 GS0684'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GS0684'LOCATED ABOUT 24.1 MI. NW. OF MERCURY, ABOUT 11.8 MI. NW. OF LATHROP
 GS0684'WELLS ON A HIGHER POINT OF A LONG N.-S. ESCARPMENT. STATION REACHED BY
 GS0684'HELICOPTER. STATION MARK--STANDARD TABLET STAMPED---MILE 1959--- SET
 GS0684'IN DRILL HOLE IN A ROCK OUTCROP. REFERENCE MARK NO. 1--STANDARD
 GS0684'REFERENCE MARK TABLET STAMPED---NO 1 1959--- SET IN A DRILL HOLE IN
 GS0684'ROCK OUTCROP, 48.95 FT. FROM THE STATION MARK IN DIRECTI 15 DEGREES 35
 GS0684'MINUTES. REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET
 GS0684'STAMPED---NO 2 1959--- SET IN A DRILL HOLE IN ROCK OUTCROP, 30.11 FT.
 GS0684'FROM THE STATION MARK IN DIRECTI 280 DEGREES 49 MINUTES.
 GS0684
 GS0684                          STATION RECOVERY (1983)
 GS0684
 GS0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 GS0684'60.0 KM (37.30 MI) NW FROM MERCURY.
 GS0684'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0684'JACKASS FLAT ROAD (0.9 MILES NORTH OF THE GUARD STATION IN MERCURY),
 GS0684'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0684'INTERSECTION OF ROADS F AND H (1.3 MILES NORTHWEST OF A GUARD
 GS0684'STATION), TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST EDGE
 GS0684'OF FORTYMILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.95
 GS0684'MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 4.85
 GS0684'MILES TO AN INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, 275 FEET WEST
 GS0684'OF THE INTERSECTION.
 GS0684
 GS0684                          STATION RECOVERY (1986)
 GS0684
 GS0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986
 GS0684'RECOVERED IN GOOD CONDITION.
 GS0684
 GS0684                          STATION RECOVERY (1988)
 GS0684
 GS0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 GS0684'RECOVERED IN GOOD CONDITION.
 GS0684
 GS0684                          STATION RECOVERY (1991)
 GS0684
 GS0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 GS0684'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0684'JACKASS FLAT ROAD (0.9 MILE NORTH OF THE GUARD STATION IN MERCURY),
 GS0684'PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES TO THE
 GS0684'INTERSECTION OF ROADS F AND H (1.3 MILES NORTHWEST OF A GUARD
 GS0684'STATION), TURN WEST ONTO ROAD H PROCEEDING 7.9 MILES TO THE WEST EDGE
 GS0684'OF FORTY MILE WASH, TURN SOUTH ONTO A GRAVEL ROAD PROCEEDING 1.95
 GS0684'MILES TO A BEND AT THE BOTTOM OF A WASH, CONTINUE NORTHWESTERLY 4.85
 GS0684'MILES TO AN INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, 275 FEET WEST
 GS0684'OF THE INTERSECTION.
 GS0684
 GS0684                          STATION RECOVERY (1993)
 GS0684
 GS0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 GS0684'IN MERCURY, NEVADA, FROM THE INTERSECTION OF MERCURY HIGHWAY AND
 GS0684'JACKASS FLAT ROAD (0.9 MI (1.4 KM) NORTH OF THE GUARD STATION IN
 GS0684'MERCURY), PROCEED NORTHWESTERLY ON JACKASS FLAT ROAD 22.6 MILES
 GS0684'(36.4 KM) TO THE INTERSECTION OF ROADS F AND H (1.3 MI (2.1 KM)
 GS0684'NORTHWEST OF A GUARD STATION), TURN WEST ONTO ROAD H PROCEEDING 7.9
 GS0684'MILES (12.7 KM) TO THE WEST EDGE OF FORTY MILE WASH, TURN SOUTH ONTO
 GS0684'A GRAVEL ROAD PROCEEDING 1.95 MILES (3.14 KM) TO A BEND AT THE BOTTOM
 GS0684'OF A WASH, CONTINUE NORTHWESTERLY 4.85 MILES (7.81 KM) TO AN
 GS0684'INTERSECTION AT THE TOP OF YUCCA MOUNTAIN, 275 FEET (83.8 M) WEST OF
 GS0684'THE INTERSECTION.
 GS0684
 GS0684                          STATION RECOVERY (1995)
 GS0684
 GS0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (JMV)
 GS0684'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0522 ***********************************************************************
 KQ0522  DESIGNATION -  MILE POST 58
 KQ0522  PID         -  KQ0522
 KQ0522  STATE/COUNTY-  NV/LANDER
 KQ0522  USGS QUAD   -  THE MONITOR (1989)
 KQ0522
 KQ0522                         *CURRENT SURVEY CONTROL
 KQ0522  ___________________________________________________________________
 KQ0522* NAD 83(1994)-  39 09 43.13548(N)    116 41 50.68855(W)     ADJUSTED  
 KQ0522* NAVD 88     -      2059.24   (+/-2cm)    6756.0    (feet)  VERTCON   
 KQ0522  ___________________________________________________________________
 KQ0522  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 KQ0522  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 KQ0522
 KQ0522  HORZ ORDER  -  SECOND
 KQ0522  VERT ORDER  -  THIRD ? (See Below)
 KQ0522
 KQ0522.The horizontal coordinates were established by classical geodetic methods
 KQ0522.and adjusted by the National Geodetic Survey in June 1998..
 KQ0522
 KQ0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0522.The vertical order pertains to the NGVD 29 superseded value.
 KQ0522
 KQ0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0522
 KQ0522.The geoid height was determined by GEOID03.
 KQ0522
 KQ0522;                    North         East     Units Scale Factor Converg.
 KQ0522;SPC NV C     - 6,489,579.911   497,342.863   MT  0.99990009   -0 01 09.9
 KQ0522;SPC NV C     -21,291,230.09  1,631,699.04   sFT  0.99990009   -0 01 09.9
 KQ0522;SPC NV E     - 8,490,170.633   103,720.063   MT  1.00001410   -0 42 13.0
 KQ0522;SPC NV E     -27,854,834.82    340,288.24   sFT  1.00001410   -0 42 13.0
 KQ0522;UTM  11      - 4,334,795.752   526,141.675   MT  0.99960841   +0 11 27.9
 KQ0522
 KQ0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0522!SPC NV C     -   0.99968044  x   0.99990009  =   0.99958056
 KQ0522!SPC NV E     -   0.99968044  x   1.00001410  =   0.99969453
 KQ0522!UTM  11      -   0.99968044  x   0.99960841  =   0.99928897
 KQ0522
 KQ0522|---------------------------------------------------------------------|
 KQ0522| PID    Reference Object                     Distance      Geod. Az  |
 KQ0522|                                                           dddmmss.s |
 KQ0522| DD5432 MILE POST 58 RM 1                     7.122 METERS 07245     |
 KQ0522| AA3401 MILE POST 58 AZ MK                  470.544 METERS 0901907.2 |
 KQ0522| DD5433 MILE POST 58 RM 2                     6.289 METERS 33454     |
 KQ0522|---------------------------------------------------------------------|
 KQ0522
 KQ0522                          SUPERSEDED SURVEY CONTROL
 KQ0522
 KQ0522  NAD 83(1986)-  39 09 43.13787(N)    116 41 50.68206(W) AD(       ) 2
 KQ0522  NAD 27      -  39 09 43.38400(N)    116 41 47.40100(W) AD(       ) 2
 KQ0522  NGVD 29 (07/19/86) 2057.94   (m)         6751.8    (f) LEVELING    3  
 KQ0522
 KQ0522.Superseded values are not recommended for survey control.
 KQ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0522.See file dsdata.txt to determine how the superseded data were derived.
 KQ0522
 KQ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND2614234796(NAD 83)
 KQ0522_MARKER: P = PIPE CAP
 KQ0522_SETTING: 0 = UNSPECIFIED SETTING
 KQ0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0522
 KQ0522  HISTORY     - Date     Condition        Report By
 KQ0522  HISTORY     - 1954     MONUMENTED       CGS
 KQ0522  HISTORY     - 1954     GOOD             CGS
 KQ0522
 KQ0522                          STATION DESCRIPTION
 KQ0522
 KQ0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0522'THE STATION IS LOCATED IN MONITOR VALLEY, ON A SAGE BRUSH FLAT
 KQ0522'THAT IS WEST OF THE MONITOR VALLEY ROAD.  IT IS ABOUT 1/2
 KQ0522'MILE, AIR LINE, NORTH-NORTHWEST OF A GROUP OF RANCH BUILDINGS,
 KQ0522'ABOUT 45 MILES, AIR LINE, SOUTHWEST OF EUREKA, AND ABOUT 30
 KQ0522'MILES, AIR LINE, SOUTHEAST OF AUSTIN.
 KQ0522'
 KQ0522'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA GO WESTERLY
 KQ0522'ON U.S. HIGHWAY 50 FOR 39.2 MILES TO A SIDE ROAD RIGHT.  TURN
 KQ0522'RIGHT, AS PER SIGN MONITOR VALLEY-BELMONT, AND GO 24.9 MILES
 KQ0522'TO THE LANDER-NYE COUNTY LINE AND THE AZIMUTH MARK ON THE RIGHT.
 KQ0522'TURN RIGHT, WEST, AND GO 0.25 MILE TO THE STATION.
 KQ0522'
 KQ0522'THE STATION IS A 2-INCH IRON PIPE WITH AN IRON CAP SCREWED
 KQ0522'TO ITS TOP.  THE CAP IS STAMPED LANDER MILE 58 NYE.  THE PIPE
 KQ0522'PROJECTS 28 INCHES AND IS 6 FEET WEST OF A WITNESS POST.
 KQ0522'
 KQ0522'REFERENCE MARK 1, STAMPED MILE POST 58 NO 1 1954, IS A STANDARD
 KQ0522'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KQ0522'THAT PROJECTS 2 INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE
 KQ0522'STATION.
 KQ0522'
 KQ0522'REFERENCE MARK 2, STAMPED MILE POST 58 NO 2 1954, IS A STANDARD
 KQ0522'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 KQ0522'PROJECTS 1 INCH.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 KQ0522'
 KQ0522'THE AZIMUTH MARK, STAMPED MILE POST 58 1954, IS A STANDARD DISK
 KQ0522'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 KQ0522'PROJECTS 2 INCHES.  IT IS ON THE LANDER-NYE COUNTY LINE,
 KQ0522'2 FEET WEST OF THE COUNTY LINE MARKER, 3 FEET SOUTHWEST OF A
 KQ0522'WITNESS POST, AND 24 FEET WEST OF THE CENTER LINE OF THE ROAD.
 KQ0522
 KQ0522                          STATION RECOVERY (1954)
 KQ0522
 KQ0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KQ0522'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39116-3, STATION 1012.
 KQ0522'
 KQ0522'NOTE BY USGS, 1955--STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD
 KQ0522'CONDITION.
 KQ0522'
 KQ0522'NOTE BY USGS, 1957--ALL MARKS RECOVERED IN GOOD CONDITION, EXCEPT
 KQ0522'THAT PIPE AND CAP MARKING THE STATION IS SLIGHTLY LOOSE.
 KQ0522'
 KQ0522'STATION MARK A 2-INCH IRON PIPE WITH AN IRON CAP STAMPED----LANDER
 KQ0522'MILE 58 NYE---,SCREWED TO ITS TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3401 ***********************************************************************
 AA3401  CBN         -  This is a Cooperative Base Network Control Station.
 AA3401  DESIGNATION -  MILE POST 58 AZ MK
 AA3401  PID         -  AA3401
 AA3401  STATE/COUNTY-  NV/LANDER
 AA3401  USGS QUAD   -  THE MONITOR (1989)
 AA3401
 AA3401                         *CURRENT SURVEY CONTROL
 AA3401  ___________________________________________________________________
 AA3401* NAD 83(1999)-  39 09 43.05255(N)    116 41 31.08286(W)     ADJUSTED  
 AA3401* NAVD 88     -      2047.1    (meters)    6716.     (feet)  GPS OBS   
 AA3401  ___________________________________________________________________
 AA3401  EPOCH DATE  -        1999.37
 AA3401  X           -  -2,225,109.383 (meters)                     COMP
 AA3401  Y           -  -4,425,683.148 (meters)                     COMP
 AA3401  Z           -   4,007,553.292 (meters)                     COMP
 AA3401  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AA3401  ELLIP HEIGHT-        2025.34  (meters)          (10/30/00) GPS OBS
 AA3401  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 AA3401
 AA3401  HORZ ORDER  -  B
 AA3401  ELLP ORDER  -  FOURTH    CLASS II
 AA3401
 AA3401.The horizontal coordinates were established by GPS observations
 AA3401.and adjusted by the National Geodetic Survey in October 2000..
 AA3401.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3401.DATUM ITEM on the data sheet items page.
 AA3401.The horizontal coordinates are valid at the epoch date displayed above.
 AA3401.The epoch date for horizontal control is a decimal equivalence
 AA3401.of Year/Month/Day.
 AA3401
 AA3401.The orthometric height was determined by GPS observations and a
 AA3401.high-resolution geoid model.
 AA3401
 AA3401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3401
 AA3401.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3401
 AA3401.The ellipsoidal height was determined by GPS observations
 AA3401.and is referenced to NAD 83.
 AA3401
 AA3401.The geoid height was determined by GEOID03.
 AA3401
 AA3401;                    North         East     Units Scale Factor Converg.
 AA3401;SPC NV C     - 6,489,577.209   497,813.507   MT  0.99990006   -0 00 57.5
 AA3401;SPC NV C     -21,291,221.23  1,633,243.15   sFT  0.99990006   -0 00 57.5
 AA3401;UTM  11      - 4,334,794.779   526,612.189   MT  0.99960872   +0 11 40.3
 AA3401
 AA3401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3401!SPC NV C     -   0.99968234  x   0.99990006  =   0.99958243
 AA3401!UTM  11      -   0.99968234  x   0.99960872  =   0.99929118
 AA3401
 AA3401                          SUPERSEDED SURVEY CONTROL
 AA3401
 AA3401  NAD 83(1994)-  39 09 43.05129(N)    116 41 31.08040(W) AD(       ) B
 AA3401  ELLIP H (03/30/95) 2025.42   (m)                       GP(       ) 4 1
 AA3401
 AA3401.Superseded values are not recommended for survey control.
 AA3401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3401.See file dsdata.txt to determine how the superseded data were derived.
 AA3401
 AA3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND2661234795(NAD 83)
 AA3401_MARKER: DZ = AZIMUTH MARK DISK
 AA3401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3401_STAMPING: MILE POST 58 1954
 AA3401_MARK LOGO: CGS   
 AA3401_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3401+STABILITY: SURFACE MOTION
 AA3401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3401+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1994
 AA3401
 AA3401  HISTORY     - Date     Condition        Report By
 AA3401  HISTORY     - 1954     MONUMENTED       CGS
 AA3401  HISTORY     - 19940620 GOOD             NGS
 AA3401
 AA3401                          STATION DESCRIPTION
 AA3401
 AA3401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3401'THE STATION IS LOCATED IN MONITOR VALLEY, ABOUT 72 KM (44.75 MI)
 AA3401'SOUTHWEST OF EUREKA, ABOUT 48 KM (29.80 MI) SOUTHEAST OF AUSTIN, AND
 AA3401'1.2 KM (0.75 MI) NORTHWEST OF A GROUP OF RANCH BUILDINGS. TO REACH THE
 AA3401'STATION FROM THE POST OFFICE IN EUREKA, GO WESTERLY ON US HIGHWAY 50
 AA3401'FOR 62.7 KM (38.95 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT, AS PER SIGN
 AA3401'MONITOR VALLEY-BELMONT, AND GO 39.8 KM (24.75 MI) TO THE LANDER-NYE
 AA3401'COUNTY LINE AND THE STATION ON THE RIGHT. THE STATION IS A STANDARD
 AA3401'AZIMUTH MARK DISK SET IN THE TOP OF A 25 CM SQUARE CONCRETE MONUMENT
 AA3401'THAT PROJECTS 5 CM.  IT IS ON THE LANDER-NYE COUNTY LINE, 7.3 M (24.0
 AA3401'FT) WEST OF THE CENTER OF THE ROAD, 0.9 M (3.0 FT) SOUTHWEST OF A
 AA3401'WITNESS POST, AND 0.6 M (2.0 FT) WEST OF THE COUNTY LINE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0673 ***********************************************************************
 GR0673  DESIGNATION -  MILE RM 2
 GR0673  PID         -  GR0673
 GR0673  STATE/COUNTY-  NV/CLARK
 GR0673  USGS QUAD   -  APEX (1986)
 GR0673
 GR0673                         *CURRENT SURVEY CONTROL
 GR0673  ___________________________________________________________________
 GR0673* NAD 83(1986)-  36 20 28.     (N)    114 55 04.     (W)     SCALED    
 GR0673* NAVD 88     -       734.375  (meters)    2409.36   (feet)  ADJUSTED  
 GR0673  ___________________________________________________________________
 GR0673  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GR0673  DYNAMIC HT  -         733.632 (meters)    2406.92  (feet)  COMP
 GR0673  MODELED GRAV-     979,595.8   (mgal)                       NAVD 88
 GR0673
 GR0673  VERT ORDER  -  FIRST     CLASS II
 GR0673
 GR0673.The horizontal coordinates were scaled from a topographic map and have
 GR0673.an estimated accuracy of +/- 6 seconds.
 GR0673
 GR0673.The orthometric height was determined by differential leveling
 GR0673.and adjusted by the National Geodetic Survey in June 1991..
 GR0673
 GR0673.The geoid height was determined by GEOID03.
 GR0673
 GR0673.The dynamic height is computed by dividing the NAVD 88
 GR0673.geopotential number by the normal gravity value computed on the
 GR0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0673.degrees latitude (g = 980.6199 gals.).
 GR0673
 GR0673.The modeled gravity was interpolated from observed gravity values.
 GR0673
 GR0673;                    North         East    Units  Estimated Accuracy
 GR0673;SPC NV E     - 8,176,720.      259,740.      MT  (+/- 180 meters Scaled)
 GR0673
 GR0673                          SUPERSEDED SURVEY CONTROL
 GR0673
 GR0673  NGVD 29 (??/??/92)  733.636  (m)         2406.94   (f) ADJ UNCH    1 2
 GR0673
 GR0673.Superseded values are not recommended for survey control.
 GR0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0673.See file dsdata.txt to determine how the superseded data were derived.
 GR0673
 GR0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA868237(NAD 83)
 GR0673_MARKER: DR = REFERENCE MARK DISK
 GR0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0673_STAMPING: MILE NO 2 1957
 GR0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0673+STABILITY: SURFACE MOTION
 GR0673
 GR0673  HISTORY     - Date     Condition        Report By
 GR0673  HISTORY     - 1957     MONUMENTED       CGS
 GR0673  HISTORY     - 1963     GOOD             NGS
 GR0673  HISTORY     - 1983     MARK NOT FOUND   NGS
 GR0673
 GR0673                          STATION DESCRIPTION
 GR0673
 GR0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0673'19.2 MI NE FROM LAS VEGAS.
 GR0673'19.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0673'AT LAS VEGAS, 96.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 41.19 FEET
 GR0673'NORTH-NORTHWEST OF THE STATION, 35.0 FEET SOUTH-SOUTHWEST OF THE SOUTH
 GR0673'CORNER OF A FENCE AROUND A PIPE LINE VALVE, 109 FEET WEST-SOUTHWEST OF
 GR0673'MILEPOLE 353, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP
 GR0673'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GR0673
 GR0673                          STATION RECOVERY (1983)
 GR0673
 GR0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0673'NOT RECOVERED, HEAVY GRADING IN THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0374 ***********************************************************************
 KP0374  DESIGNATION -  MILK
 KP0374  PID         -  KP0374
 KP0374  STATE/COUNTY-  NV/WHITE PINE
 KP0374  USGS QUAD   -  WHITE SAGE WELL (1982)
 KP0374
 KP0374                         *CURRENT SURVEY CONTROL
 KP0374  ___________________________________________________________________
 KP0374* NAD 83(1994)-  39 37 44.51018(N)    115 08 38.89638(W)     ADJUSTED  
 KP0374* NAVD 88     -      1934.9    (meters)    6348.     (feet)  VERTCON   
 KP0374  ___________________________________________________________________
 KP0374  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 KP0374  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 KP0374
 KP0374  HORZ ORDER  -  SECOND
 KP0374
 KP0374.The horizontal coordinates were established by classical geodetic methods
 KP0374.and adjusted by the National Geodetic Survey in June 1998..
 KP0374
 KP0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0374
 KP0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0374
 KP0374.The geoid height was determined by GEOID03.
 KP0374
 KP0374;                    North         East     Units Scale Factor Converg.
 KP0374;SPC NV E     - 8,541,519.591   237,703.056   MT  0.99991750   +0 16 48.5
 KP0374;SPC NV E     -28,023,302.19    779,864.11   sFT  0.99991750   +0 16 48.5
 KP0374;UTM  11      - 4,388,230.144   659,275.007   MT  0.99991234   +1 11 02.2
 KP0374
 KP0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0374!SPC NV E     -   0.99969966  x   0.99991750  =   0.99961718
 KP0374!UTM  11      -   0.99969966  x   0.99991234  =   0.99961202
 KP0374
 KP0374|---------------------------------------------------------------------|
 KP0374| PID    Reference Object                     Distance      Geod. Az  |
 KP0374|                                                           dddmmss.s |
 KP0374| DD5435 MILK RM 1                            14.230 METERS 14534     |
 KP0374| DD5434 MILK AZ MK                                         2381554.9 |
 KP0374| DD5436 MILK RM 2                            13.749 METERS 24439     |
 KP0374| KP0373 WINDMILL NEAR MILK                   23.800 METERS 33045     |
 KP0374|---------------------------------------------------------------------|
 KP0374
 KP0374                          SUPERSEDED SURVEY CONTROL
 KP0374
 KP0374  NAD 83(1994)-  39 37 44.50958(N)    115 08 38.89682(W) AD(       ) 2
 KP0374  NAD 83(1986)-  39 37 44.50710(N)    115 08 38.89486(W) AD(       ) 2
 KP0374  NAD 27      -  39 37 44.73910(N)    115 08 35.78468(W) AD(       ) 2
 KP0374  NGVD 29 (07/19/86) 1933.7    (m)         6344.     (f) VERT ANG       
 KP0374
 KP0374.Superseded values are not recommended for survey control.
 KP0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0374.See file dsdata.txt to determine how the superseded data were derived.
 KP0374
 KP0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD5927588230(NAD 83)
 KP0374_MARKER: DS = TRIANGULATION STATION DISK
 KP0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0374_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KP0374
 KP0374  HISTORY     - Date     Condition        Report By
 KP0374  HISTORY     - 1967     MONUMENTED       CGS
 KP0374
 KP0374                          STATION DESCRIPTION
 KP0374
 KP0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0374'STATION IS LOCATED ABOUT 44 MILES EAST-NORTHEAST OF EUREKA,
 KP0374'ABOUT 29 MILES NORTHWEST OF ELY AND ABOUT 23 MILES SOUTHWEST
 KP0374'OF CHERRY CREEK IN THE SOUTHERN PART OF BUTTE VALLEY.
 KP0374'
 KP0374'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 KP0374'44 5 MILES WEST OF ELY, GO WEST ON U.S. HIGHWAY 50 FOR 14.4 MILES
 KP0374'TO A SIDE ROAD RIGHT AND SIGN THIRTY MILE, TURN RIGHT AND GO
 KP0374'NORTH FOR 3.2 MILES TO FORK, TAKE THE LEFT FORK AND CONTINUE
 KP0374'NORTHERLY FOR 8.2 MILES TO FORK, KEEP RIGHT FOR 0.2 MILE TO
 KP0374'A REVERSE FORK, CONTINUE NORTHEAST AND NORTH ON MAIN ROAD FOR
 KP0374'8.0 MILES TO A SIDE RIGHT, TURN RIGHT AND GO EASTERLY 0.95
 KP0374'MILE TO AZIMUTH MARK ON RIGHT, CONTINUE FOR 0.65 MILE TO
 KP0374'WINDMILL AND STATION.
 KP0374'
 KP0374'STATION MARK, A STANDARD DISK STAMPED MILK 1967, IS SET IN THE
 KP0374'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  THE
 KP0374'MARK IS 89 FEET EAST OF CENTER OF ROAD, 78 FEET SOUTHEAST OF
 KP0374'APPROXIMATE CENTER OF WINDMILL AND 5.5 FEET SOUTH OF WITNESS
 KP0374'POST.
 KP0374'
 KP0374'REFERENCE MARK 1, A STANDARD DISK STAMPED MILK NO 1 1967, IS
 KP0374'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 KP0374'THE MARK IS 48.5 FEET SOUTHEAST OF WITNESS POST.
 KP0374'
 KP0374'REFERENCE MARK 2, A STANDARD DISK STAMPED MILK NO 2 1967, IS
 KP0374'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 KP0374'THE MARK IS 87 FEET SOUTH OF WINDMILL AND 50.4 FEET SOUTHWEST OF
 KP0374'WITNESS POST.
 KP0374'
 KP0374'AZIMUTH MARK, A STANDARD DISK STAMPED MILK 1967, IS SET IN THE
 KP0374'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  THE
 KP0374'MARK IS 35 FEET SOUTH OF CENTER OF ROAD AND 2.0 FEET SOUTHEAST
 KP0374'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0551 ***********************************************************************
 LS0551  DESIGNATION -  MILL
 LS0551  PID         -  LS0551
 LS0551  STATE/COUNTY-  NV/PERSHING
 LS0551  USGS QUAD   -  MILL CITY (1987)
 LS0551
 LS0551                         *CURRENT SURVEY CONTROL
 LS0551  ___________________________________________________________________
 LS0551* NAD 83(1994)-  40 39 53.31131(N)    118 03 26.02195(W)     ADJUSTED  
 LS0551* NAVD 88     -      1542.8    (meters)    5062.     (feet)  VERTCON   
 LS0551  ___________________________________________________________________
 LS0551  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 LS0551  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 LS0551
 LS0551  HORZ ORDER  -  FIRST
 LS0551
 LS0551.The horizontal coordinates were established by classical geodetic methods
 LS0551.and adjusted by the National Geodetic Survey in June 1998..
 LS0551
 LS0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0551
 LS0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0551
 LS0551.The geoid height was determined by GEOID03.
 LS0551
 LS0551;                    North         East     Units Scale Factor Converg.
 LS0551;SPC NV W     - 4,656,559.177   844,483.070   MT  0.99992435   +0 20 34.2
 LS0551;SPC NV W     -15,277,394.57  2,770,608.21   sFT  0.99992435   +0 20 34.2
 LS0551;UTM  11      - 4,502,086.023   410,635.790   MT  0.99969830   -0 41 20.3
 LS0551
 LS0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0551!SPC NV W     -   0.99976139  x   0.99992435  =   0.99968576
 LS0551!UTM  11      -   0.99976139  x   0.99969830  =   0.99945976
 LS0551
 LS0551|---------------------------------------------------------------------|
 LS0551| PID    Reference Object                     Distance      Geod. Az  |
 LS0551|                                                           dddmmss.s |
 LS0551| DB8224 MILL RM NE                            3.167 METERS 02539     |
 LS0551| DB8225 MILL RM SE                            5.295 METERS 11631     |
 LS0551| DB8223 MILL AZ MK                                         3363553.5 |
 LS0551|---------------------------------------------------------------------|
 LS0551
 LS0551                          SUPERSEDED SURVEY CONTROL
 LS0551
 LS0551  NAD 83(1986)-  40 39 53.31708(N)    118 03 26.01374(W) AD(       ) 1
 LS0551  NAD 27      -  40 39 53.66000(N)    118 03 22.51000(W) AD(       ) 1
 LS0551  NGVD 29 (07/19/86) 1541.8    (m)         5058.     (f) VERT ANG       
 LS0551
 LS0551.Superseded values are not recommended for survey control.
 LS0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0551.See file dsdata.txt to determine how the superseded data were derived.
 LS0551
 LS0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF1063602086(NAD 83)
 LS0551_MARKER: DS = TRIANGULATION STATION DISK
 LS0551_SETTING: 66 = SET IN ROCK OUTCROP
 LS0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0551
 LS0551  HISTORY     - Date     Condition        Report By
 LS0551  HISTORY     - 1940     MONUMENTED       USGS
 LS0551  HISTORY     - 1938     GOOD             USGS
 LS0551  HISTORY     - 1957     GOOD             CGS
 LS0551  HISTORY     - 1958     GOOD             CGS
 LS0551  HISTORY     - 1970     GOOD             NGS
 LS0551
 LS0551                          STATION DESCRIPTION
 LS0551
 LS0551'DESCRIBED BY US GEOLOGICAL SURVEY 1940 (JCS)
 LS0551'STATION IS LOCATED ABOUT 5 MILES E OF IMLAY AND 1-1/2 MILES
 LS0551'SE OF MILL CITY ON THE SOUTHERLY AND HIGHEST POINT OF A CHAIN
 LS0551'OF HILLS LYING SE OF U.S. HIGHWAY 40 AND NE OF THE UNIONVILLE
 LS0551'ROAD, AND ON HIGHEST POINT VISIBLE FROM MILL CITY.
 LS0551'
 LS0551'STATION AND REFERENCE MARKS ARE STANDARD U.S.G.S. BRONZE
 LS0551'DISKS SET IN LEDGE ROCK ON HIGHEST POINT OF HILL.
 LS0551'
 LS0551'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN HEAD WALL OF
 LS0551'CONCRETE CULVERT AT THE N EDGE OF U.S. HIGHWAY 40 AND AT
 LS0551'W END OF THE GROUP OF SERVICE STATIONS WHICH MAKE UP THE
 LS0551'TOWN OF MILL CITY, AND OPPOSITE THE MILL CITY POST OFFICE.
 LS0551'
 LS0551'STATION IS REACHED FROM MILL CITY BY GOING SW ON U.S. HIGHWAY
 LS0551'40 FOR 1.2 MILES TO GRAVEL ROAD LEFT AT UNIONVILLE SIGN.  TURN
 LS0551'LEFT, SE, ON GRAVEL ROAD 1.2 MILES TO FORK.  TAKE LEFT FORK
 LS0551'UP STEEP GRADE 0.25 MILE TO OLD CORRAL AT TOP OF GRADE.
 LS0551'TURN LEFT, N, ON DIM TRACK AROUND HILLSIDE 0.3 MILE TO
 LS0551'TELEPHONE LINE IN SADDLE AND END OF TRUCK TRAVEL.  PACK NE
 LS0551'UP CREST OF RIDGE ABOUT 1.0 MILE TO HIGHEST POINT AND STATION.
 LS0551
 LS0551                          STATION RECOVERY (1938)
 LS0551
 LS0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938
 LS0551'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40118-1, STATION 1007.
 LS0551'
 LS0551'LOCATED ABOUT 5 MI. E. OF IMLAY AND 1.5 MI. SE. OF MILL CITY ON THE
 LS0551'SOUTHERLY AND HIGHEST POINT OF A CHAIN OF HILLS LYING SE. OF U.S.
 LS0551'HIGHWAY 40 AND NE. OF THE UNIONVILLE RD. AND ON HIGHEST POINT VISIBLE
 LS0551'FROM MILL CITY.
 LS0551'
 LS0551'TO REACH FROM MILL CITY GO WEST ON U.S. HIGHWAY 40 FOR 0.1 MILE TO
 LS0551'A CROSSROAD, TURN LEFT AND GO SOUTH ON GRAVEL ROAD 1.2 MILES TO THE
 LS0551'SOUTH SIDE OF A LARGE GRAVEL PIT, TURN LEFT ON DIM TRACK ROAD AND GO
 LS0551'NORTHEAST UP SLOPE OF RIDGE 0.3 MILE TO THE END OF TRUCK TRAVEL.
 LS0551'THENCE PACK UP RIDGE TO THE HIGHEST POINT AND THE STATION.  PACKING
 LS0551'TIME 30 MINUTES.
 LS0551'
 LS0551'STATION MARK--STANDARD TABLET STAMPED---MILL 1938---SET IN ROCK.
 LS0551'
 LS0551'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 LS0551'MILL 1938---CEMENTED IN ROCK, 10.5 FT. FROM STATION MARK
 LS0551'208 DEGREES 58 MINUTES.
 LS0551'
 LS0551'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 LS0551'MILL 1938---CEMENTED IN ROCK, 17.8 FT. FROM STATION MARK
 LS0551'297 DEGREES 39 MINUTES.
 LS0551
 LS0551                          STATION RECOVERY (1957)
 LS0551
 LS0551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0551'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 LS0551'AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  IT
 LS0551'HAS EVIDENTLY BEEN DESTROYED BY ROAD CONSTRUCTION.
 LS0551'
 LS0551'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY, HOWEVER,
 LS0551'A FOUR-WHEEL DRIVE VEHICLE WAS DRIVEN TO THE STATION AND THIS
 LS0551'ROUTE IS AS FOLLOWS--
 LS0551'
 LS0551'FROM MILL CITY TURN-OFF ON U.S. HIGHWAY 40, GO SOUTHWEST ON
 LS0551'U.S. HIGHWAY 40 FOR 1.0 MILE TO THE JUNCTION WITH THE UNIONVILLE
 LS0551'ROAD.  TURN LEFT AND FOLLOW THE UNIONVILLE ROAD SOUTHEASTERLY
 LS0551'FOR 1.7 MILES TO A DIM TRACK ROAD LEFT.  TURN LEFT AND FOLLOW
 LS0551'TRACK ROAD EASTERLY OVER SEVERAL LOW RIDGES AND WASHES FOR
 LS0551'0.85 MILE.  BEAR LEFT UP RIDGE CREST (ON WEST SIDE OF LARGE
 LS0551'WASH) AND FOLLOW RIDGES NORTHERLY FOR 0.6 MILE TO THE SUMMIT
 LS0551'AND STATION SITE.
 LS0551
 LS0551                          STATION RECOVERY (1958)
 LS0551
 LS0551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0551'THE STATION AND REFERENCE MARKS NUMBER 1 AND 2 WERE FOUND
 LS0551'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION, THE AZIMUTH
 LS0551'MARK HAS BEEN DESTROYED.  A NEW DESCRIPTION FOLLOWS.
 LS0551'
 LS0551'THE STATION IS LOCATED ON THE SOUTHERLY AND HIGHEST POINT
 LS0551'OF A CHAIN OF HILLS, ABOUT 5 MILES EAST OF IMLAY, 1-1/2 MILES
 LS0551'SOUTHEAST OF MILL CITY AND 1 MILE NORTHEAST OF THE UNIONVILLE
 LS0551'ROAD.
 LS0551'
 LS0551'TO REACH FROM MILL CITY GO WEST ON U.S. HIGHWAY 40 FOR 0.1
 LS0551'MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON GRAVEL ROAD
 LS0551'1.2 MILES TO THE SOUTH SIDE OF A LARGE GRAVEL PIT.  TURN LEFT
 LS0551'ON DIM TRACK ROAD AND GO NORTHEAST UP SLOPE OF RIDGE 0.3
 LS0551'MILE TO THE END OF TRUCK TRAVEL.  THENCE PACK UP RIDGE TO
 LS0551'THE HIGHEST POINT AND THE STATION.  PACKING TIME 30 MINUTES.
 LS0551'
 LS0551'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 LS0551'STAMPED MILL SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 LS0551'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 LS0551'
 LS0551'REFERENCE MARK NUMBER 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 LS0551'MARK STAMPED MILL 1938 SET IN A DRILL HOLE IN OUTCROPPING
 LS0551'BEDROCK WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT 12 INCHES
 LS0551'LOWER THAN THE STATION.
 LS0551'
 LS0551'REFERENCE MARK NUMBER 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 LS0551'MARK STAMPED MILL 1938 SET IN A DRILL HOLE IN OUTCROPPING
 LS0551'BEDROCK WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT
 LS0551'18 INCHES LOWER THAN THE STATION.
 LS0551'
 LS0551'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH
 LS0551'MARK STAMPED Q145 1958 SET IN THE TOP OF A CONCRETE CYLINDER
 LS0551'12 INCHES IN DIAMETER WHICH PROJECTS ABOUT 6 INCHES ABOVE
 LS0551'THE GROUND.  IT IS LOCATED 400 FEET SOUTHEAST OF THE CHEVRON
 LS0551'SERVICE STATION AT MILL CITY, 122 FEET SOUTHEAST OF U.S.
 LS0551'HIGHWAY 40, 3 FEET WEST-SOUTHWEST OF A WHITE WITNESS POST
 LS0551'AND 2 FEET NORTH OF A EAST-WEST FENCELINE.
 LS0551'
 LS0551'HEIGHT OF STAND--1.33 METERS.
 LS0551
 LS0551                          STATION RECOVERY (1970)
 LS0551
 LS0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LS)
 LS0551'THE STATION MARK, AZIMUTH MARK (BM Q 145), AND REFERENCE MARKS
 LS0551'1 AND 2 WERE RECOVERED IN GOOD CONDITION AND THE PREVIOUS
 LS0551'DESCRIPTIONS ARE ADEQUATE WITH THE FOLLOWING ADDITION--
 LS0551'
 LS0551'THE AZIMUTH MARK ESTABLISHED IN 1957 IS LOCATED BETWEEN
 LS0551'INTERSTATE HIGHWAY 80 AND ITS NORTHWEST FRONTAGE ROAD, ABOUT
 LS0551'0.2 MILE NORTHEAST OF A CROSS ROAD AT THE SOUTHWEST EDGE
 LS0551'OF MILL CITY AND IS A C AND GS BENCH MARK DISK STAMPED Q 145
 LS0551'1957 SET IN THE TOP OF A 10-INCH CONCRETE CYLINDER PROJECTING
 LS0551'0.4 FOOT ABOVE THE GROUND AND IS 137 FEET SOUTHEAST OF THE
 LS0551'CENTERLINE OF THE FRONTAGE ROAD, 37.0 FEET NORTHEAST OF A
 LS0551'CORNER FENCE POST AT A SLIGHT ANGLE IN THE FENCE LINE, 10.0
 LS0551'FEET SOUTHEAST OF THE FENCE LINE, AND 4.7 FEET NORTHEAST
 LS0551'OF A WOODEN WITNESS POST.
 LS0551'
 LS0551'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 LS0551'SOUTH-SOUTHEAST OF MILL CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0434 ***********************************************************************
 GS0434  DESIGNATION -  MILLER
 GS0434  PID         -  GS0434
 GS0434  STATE/COUNTY-  NV/NYE
 GS0434  USGS QUAD   -  SOUTH OF AMARGOSA VALLEY (1984)
 GS0434
 GS0434                         *CURRENT SURVEY CONTROL
 GS0434  ___________________________________________________________________
 GS0434* NAD 83(1994)-  36 33 08.64772(N)    116 25 00.99736(W)     ADJUSTED  
 GS0434* NAVD 88     -       735.078  (meters)    2411.67   (feet)  ADJUSTED  
 GS0434  ___________________________________________________________________
 GS0434  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 GS0434  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GS0434  DYNAMIC HT  -         734.332 (meters)    2409.22  (feet)  COMP
 GS0434  MODELED GRAV-     979,592.9   (mgal)                       NAVD 88
 GS0434
 GS0434  HORZ ORDER  -  SECOND
 GS0434  VERT ORDER  -  FIRST     CLASS II
 GS0434
 GS0434.The horizontal coordinates were established by classical geodetic methods
 GS0434.and adjusted by the National Geodetic Survey in June 1998..
 GS0434
 GS0434.The orthometric height was determined by differential leveling
 GS0434.and adjusted by the National Geodetic Survey in June 1991..
 GS0434
 GS0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0434
 GS0434.The geoid height was determined by GEOID03.
 GS0434
 GS0434.The dynamic height is computed by dividing the NAVD 88
 GS0434.geopotential number by the normal gravity value computed on the
 GS0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0434.degrees latitude (g = 980.6199 gals.).
 GS0434
 GS0434.The modeled gravity was interpolated from observed gravity values.
 GS0434
 GS0434;                    North         East     Units Scale Factor Converg.
 GS0434;SPC NV C     - 6,199,990.182   522,355.655   MT  0.99990616   +0 08 55.4
 GS0434;SPC NV C     -20,341,134.46  1,713,761.84   sFT  0.99990616   +0 08 55.4
 GS0434;SPC CA 4     -   638,379.063 2,231,221.433   MT  0.99994158   +1 32 27.7
 GS0434;SPC CA 4     - 2,094,415.31  7,320,265.65   sFT  0.99994158   +1 32 27.7
 GS0434;UTM  11      - 4,045,378.884   552,180.818   MT  0.99963355   +0 20 50.1
 GS0434
 GS0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0434!SPC NV C     -   0.99988909  x   0.99990616  =   0.99979526
 GS0434!SPC CA 4     -   0.99988909  x   0.99994158  =   0.99983067
 GS0434!UTM  11      -   0.99988909  x   0.99963355  =   0.99952268
 GS0434
 GS0434|---------------------------------------------------------------------|
 GS0434| PID    Reference Object                     Distance      Geod. Az  |
 GS0434|                                                           dddmmss.s |
 GS0434| GS0433 MILLER RM 1                          13.559 METERS 17805     |
 GS0434| GS0432 MILLER AZ MK                                       1820439.2 |
 GS0434| GS0435 MILLER RM 2                          11.537 METERS 29447     |
 GS0434| CC5311 T16S R49E SECS 13 14 23 24                         3581255.4 |
 GS0434|---------------------------------------------------------------------|
 GS0434
 GS0434                          SUPERSEDED SURVEY CONTROL
 GS0434
 GS0434  NAD 83(1992)-  36 33 08.64426(N)    116 25 00.99915(W) AD(1991.35) 2
 GS0434  NAD 83(1992)-  36 33 08.64215(N)    116 25 00.99639(W) AD(       ) 2
 GS0434  NAD 83(1986)-  36 33 08.63452(N)    116 25 01.00002(W) AD(       ) 2
 GS0434  NAD 27      -  36 33 08.80000(N)    116 24 57.83000(W) AD(       ) 2
 GS0434  NGVD 29 (05/01/91)  734.281  (m)         2409.05   (f) ADJUSTED    1 2
 GS0434
 GS0434.Superseded values are not recommended for survey control.
 GS0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0434.See file dsdata.txt to determine how the superseded data were derived.
 GS0434
 GS0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA5218145379(NAD 83)
 GS0434_MARKER: DB = BENCH MARK DISK
 GS0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0434_SP_SET: CONCRETE POST
 GS0434_STAMPING: MILLER 1949
 GS0434_MARK LOGO: CGS   
 GS0434_PROJECTION: PROJECTING 20 CENTIMETERS
 GS0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0434+STABILITY: SURFACE MOTION
 GS0434
 GS0434  HISTORY     - Date     Condition        Report By
 GS0434  HISTORY     - 1949     MONUMENTED       CGS
 GS0434  HISTORY     - 1982     GOOD             NGS
 GS0434
 GS0434                          STATION DESCRIPTION
 GS0434
 GS0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0434'THE STATION IS 26 MILES NORTH NORTHEAST OF FURNACE CREEK,
 GS0434'17-1/2 MILES NORTH OF DEATH VALLEY JUNCTION AND 6 MILES SOUTH OF
 GS0434'LATHROP WELLS.  IT IS 0.15 MILE SOUTH OF A NEVADA STATE HIGHWAY
 GS0434'SIGN, WHERE THE HIGHWAY BENDS SLIGHTLY TO THE SOUTH.  A TRACK
 GS0434'ROAD CROSSES THE HIGHWAY AT THIS POINT AND THERE IS A SMALL
 GS0434'WOODEN SIGN WINDSOR ON THE EAST SIDE OF THE HIGHWAY.  THE
 GS0434'STATION MARK IS 127 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 GS0434'77 FEET SOUTHWEST OF THE TRACK ROAD AND 8 FEET SOUTHEAST
 GS0434'OF A WHITE WITNESS POST.  THE MARK IS STAMPED MILLER
 GS0434'1949.  THE STATION MARK AND THE REFERENCE MARKS PROJECT
 GS0434'APPROXIMATELY 8 INCHES.
 GS0434'
 GS0434'REFERENCE MARK NO. 1 IS 118 FEET WEST OF THE CENTERLINE OF THE
 GS0434'HIGHWAY.  IT IS STAMPED MILLER NO 1 1949.
 GS0434'
 GS0434'REFERENCE MARK NO. 2 IS 165 FEET WEST OF THE CENTERLINE OF
 GS0434'THE HIGHWAY AND 85 FEET SOUTHWEST OF THE TRACK ROAD.  IT IS STAMPED
 GS0434'MILLER NO 2 1949.
 GS0434'
 GS0434'THE AZIMUTH MARK IS IN THE WEST END OF A CULVERT, ON NEVADA-STATE
 GS0434'HIGHWAY 29, 0.5 OF A MILE SOUTH OF THE STATION.  A WHITE
 GS0434'WITNESS POST IS SET BESIDE THE CONCRETE COLLAR OF THE CULVERT
 GS0434'AND THE AZIMUTH MARK IS SET IN THIS COLLAR, 6 INCHES WEST OF
 GS0434'THE WITNESS POST.  THE MARK IS STAMPED MILLER 1949.
 GS0434'
 GS0434'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON NEVADA
 GS0434'STATE HIGHWAY 29 0.5 MILE, PASSING ONE CONCRETE CULVERT, TO THE
 GS0434'SECOND CULVERT AND THE AZIMUTH MARK ON THE RIGHT.
 GS0434'
 GS0434'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95
 GS0434'AND STATE HIGHWAY 29 IN LATHROP WELLS GO SOUTH ON STATE HIGHWAY
 GS0434'29 FOR 6.5 MILES TO THE STATION SITE ON THE WEST, RIGHT, SIDE
 GS0434'OF THE ROAD.
 GS0434
 GS0434                          STATION RECOVERY (1982)
 GS0434
 GS0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GS0434'10.4 KM(6.5 MI) SOUTH FROM LATHROP WELLS.
 GS0434'10.4 KM (6.5 MI) SOUTH ALONG STATE HIGHWAY 373 FROM THE JUNCTION OF US
 GS0434'HIGHWAY 95 AT LATHROP WELLS, 38.7 METERS (127 FT) WEST OF THE
 GS0434'CENTERLINE OF THE HIGHWAY, 29 29 METERS (95 FT) NORTHWEST OF THE
 GS0434'CENTERLINE OF THE ROAD, 4 METERS (13 FT) WEST-SOUTHWEST OF THE CENTER
 GS0434'OF A TRACK ROAD.
 GS0434'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 GS0434'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1869 ***********************************************************************
 KR1869  DESIGNATION -  MILLER
 KR1869  PID         -  KR1869
 KR1869  STATE/COUNTY-  NV/WASHOE
 KR1869  USGS QUAD   -  BEDELL FLAT (1980)
 KR1869
 KR1869                         *CURRENT SURVEY CONTROL
 KR1869  ___________________________________________________________________
 KR1869* NAD 83(1994)-  39 59 43.39178(N)    119 52 19.22169(W)     ADJUSTED  
 KR1869* NAVD 88     -      1817.5    (meters)    5963.     (feet)  VERTCON   
 KR1869  ___________________________________________________________________
 KR1869  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 KR1869  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 KR1869
 KR1869  HORZ ORDER  -  THIRD
 KR1869
 KR1869.The horizontal coordinates were established by classical geodetic methods
 KR1869.and adjusted by the National Geodetic Survey in June 1998..
 KR1869
 KR1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1869
 KR1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1869
 KR1869.The geoid height was determined by GEOID03.
 KR1869
 KR1869;                    North         East     Units Scale Factor Converg.
 KR1869;SPC NV W     - 4,582,895.697   689,957.235   MT  1.00004903   -0 49 42.0
 KR1869;SPC NV W     -15,035,716.97  2,263,634.70   sFT  1.00004903   -0 49 42.0
 KR1869;UTM  11      - 4,431,196.633   254,811.881   MT  1.00034015   -1 50 48.6
 KR1869
 KR1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1869!SPC NV W     -   0.99971861  x   1.00004903  =   0.99976763
 KR1869!UTM  11      -   0.99971861  x   1.00034015  =   1.00005867
 KR1869
 KR1869|---------------------------------------------------------------------|
 KR1869| PID    Reference Object                     Distance      Geod. Az  |
 KR1869|                                                           dddmmss.s |
 KR1869| CS7127 MILLER RM 2                          13.752 METERS 08329     |
 KR1869| CS7126 MILLER RM 1                          16.136 METERS 18227     |
 KR1869|---------------------------------------------------------------------|
 KR1869
 KR1869                          SUPERSEDED SURVEY CONTROL
 KR1869
 KR1869  NAD 83(1992)-  39 59 43.39455(N)    119 52 19.22116(W) AD(       ) 3
 KR1869  NAD 83(1986)-  39 59 43.40040(N)    119 52 19.21288(W) AD(       ) 3
 KR1869  NGVD 29 (10/14/92) 1816.5    (m)         5960.     (f) VERT ANG       
 KR1869
 KR1869.Superseded values are not recommended for survey control.
 KR1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1869.See file dsdata.txt to determine how the superseded data were derived.
 KR1869
 KR1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE5481231197(NAD 83)
 KR1869_MARKER: DS = TRIANGULATION STATION DISK
 KR1869_SETTING: 66 = SET IN ROCK OUTCROP
 KR1869_SP_SET: SET IN ROCK OUTCROP
 KR1869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1869+STABILITY: POSITION/ELEVATION WELL
 KR1869
 KR1869  HISTORY     - Date     Condition        Report By
 KR1869  HISTORY     - 1956     MONUMENTED       USGS
 KR1869  HISTORY     - 1963     GOOD             USGS
 KR1869
 KR1869                          STATION DESCRIPTION
 KR1869
 KR1869'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KR1869'LOCATED ABOUT 14.5 MI E. OF DOYLE, CA, 10 MI S. OF FLANIGAN, 8 MI
 KR1869'SW. OF PYRAMID.  AT NORTH END OF WINNEMUCCA VALLEY ON ROCKY TOP OF
 KR1869'SPARSELY-WOODED HILL.
 KR1869'
 KR1869'SEE 1976 RECOVERY FOR TO REACH.
 KR1869'
 KR1869'STATION MARK--STANDARD TABLET STAMPED---MILLER 1956---, CEMENTED IN
 KR1869'ROCK OUTCROP.
 KR1869'
 KR1869'RM 1--COPPER NAIL AND WASHER STAMPED---1---, DRIVEN IN BASE OF
 KR1869'JUNIPER TREE.
 KR1869'
 KR1869'RM 2--COPPER NAIL AND WASHER STAMPED---2---, DRIVEN IN BASE OF
 KR1869'JUNIPER TREE.
 KR1869
 KR1869                          STATION RECOVERY (1963)
 KR1869
 KR1869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KR1869'RECOVERED AS DESCRIBED BY USGS IN 1956.  ALL MARKS IN GOOD
 KR1869'CONDITION.
 KR1869'
 KR1869'1976 RECOVERY--REVISED TO REACH FROM FORM 9-1165.
 KR1869'
 KR1869'TO REACH FROM SPARKS POST OFFICE, DRIVE 0.2 MI W. ON PRATER WAY
 KR1869'TO PYRAMID WAY (STATE HWY. 33).  TURN RIGHT ON STATE HWY. 33 16.8
 KR1869'MI N. TO Y-RD. LEFT (WINNEMUCCA RANCH RD.).  TURN LEFT 14.6 MI TO
 KR1869'Y-RD. RIGHT AT ENTRANCE TO WINNEMUCCA RANCH.  KEEP LEFT ON MAIN
 KR1869'RD. 3.7 MI TO Y-RD.  TAKE RIGHT FORK 1.7 MI TO DIM Y-RD. LEFT ON
 KR1869'SADDLE.  TURN LEFT ON DIRT RD. ABOUT 0.2 MI TO END OF TRUCK TRAVEL
 KR1869'AT BASE OF ROCK SIDEHILL.  PACK SW. TO TOP OF RIDGE THENCE W.
 KR1869'ALONG RIDGE TO HIGHEST POINT AND STATION.  A 20-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0881 ***********************************************************************
 MT0881  DESIGNATION -  MILLER
 MT0881  PID         -  MT0881
 MT0881  STATE/COUNTY-  NV/ELKO
 MT0881  USGS QUAD   -  WINTER RIDGE (1986)
 MT0881
 MT0881                         *CURRENT SURVEY CONTROL
 MT0881  ___________________________________________________________________
 MT0881* NAD 83(1994)-  41 54 25.14787(N)    115 56 42.72796(W)     ADJUSTED  
 MT0881* NAVD 88     -      2350.2    (meters)    7711.     (feet)  VERTCON   
 MT0881  ___________________________________________________________________
 MT0881  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 MT0881  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 MT0881
 MT0881  HORZ ORDER  -  THIRD
 MT0881
 MT0881.The horizontal coordinates were established by classical geodetic methods
 MT0881.and adjusted by the National Geodetic Survey in June 1998..
 MT0881
 MT0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0881
 MT0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0881
 MT0881.The geoid height was determined by GEOID03.
 MT0881
 MT0881;                    North         East     Units Scale Factor Converg.
 MT0881;SPC NV E     - 8,794,431.089   169,978.247   MT  0.99991109   -0 14 30.1
 MT0881;SPC NV E     -28,853,062.66    557,670.30   sFT  0.99991109   -0 14 30.1
 MT0881;UTM  11      - 4,639,986.910   587,483.487   MT  0.99969417   +0 42 16.4
 MT0881
 MT0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0881!SPC NV E     -   0.99963409  x   0.99991109  =   0.99954522
 MT0881!UTM  11      -   0.99963409  x   0.99969417  =   0.99932838
 MT0881
 MT0881|---------------------------------------------------------------------|
 MT0881| PID    Reference Object                     Distance      Geod. Az  |
 MT0881|                                                           dddmmss.s |
 MT0881| CS8475 MILLER RM 1                          10.656 METERS 22619     |
 MT0881| CS8476 MILLER RM 2                           9.735 METERS 25837     |
 MT0881|---------------------------------------------------------------------|
 MT0881
 MT0881                          SUPERSEDED SURVEY CONTROL
 MT0881
 MT0881  NAD 83(1992)-  41 54 25.14745(N)    115 56 42.72612(W) AD(       ) 3
 MT0881  NGVD 29 (11/02/93) 2348.9    (m)         7706.     (f) VERT ANG       
 MT0881
 MT0881.Superseded values are not recommended for survey control.
 MT0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0881.See file dsdata.txt to determine how the superseded data were derived.
 MT0881
 MT0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG8748339987(NAD 83)
 MT0881_MARKER: DS = TRIANGULATION STATION DISK
 MT0881_SETTING: 80 = SET IN A BOULDER
 MT0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0881+STABILITY: SURFACE MOTION
 MT0881
 MT0881  HISTORY     - Date     Condition        Report By
 MT0881  HISTORY     - 1937     MONUMENTED       USGS
 MT0881  HISTORY     - 1970     POOR             USGS
 MT0881
 MT0881                          STATION DESCRIPTION
 MT0881
 MT0881'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 MT0881'SEE 1970 RECOVERY FOR LOCATED.
 MT0881'
 MT0881'TO REACH FROM MOUNTAIN CITY, FOLLOW MAIN RD. 0.5 MI N.  TURN
 MT0881'RIGHT ON SECOND CLASS RD. UP DRAW ACROSS RIDGE TO SLAUGHTERHOUSE
 MT0881'CREEK, THEN UP SLAUGHTERHOUSE CREEK TO MILLER CREEK, THEN UP
 MT0881'MILLER CREEK TO HEAD.  RD. TURNS W. TO DIVIDE.  OLD ABANDONED RD.
 MT0881'RUNS N. OVER SUMMIT ABOUT 1 MI W. OF STATION.  IN DRY WEATHER
 MT0881'TRUCK CAN PROBABLY BE DRIVEN OVER THIS OLD RD. AND CROSS-COUNTRY
 MT0881'TO WITHIN 0.5 MI OF STATION.  STATION IS NEAR CENTER OF SUMMIT,
 MT0881'WHICH IS SMALL IN AREA.
 MT0881'
 MT0881'STATION MARK--STANDARD TABLET STAMPED---MILLER 1936---, CEMENTED IN
 MT0881'EXPOSED SURFACE OF EMBEDDED ROCK UNDER CAIRN.
 MT0881'
 MT0881'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN DRILL HOLE
 MT0881'IN ROCK IN PLACE.
 MT0881'
 MT0881'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN DRILL HOLE
 MT0881'IN ROCK IN PLACE.
 MT0881
 MT0881                          STATION RECOVERY (1970)
 MT0881
 MT0881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MT0881'DESCRIBED BY USGS.  STATION MARK FOUND LOOSE UNDER CAIRN.
 MT0881'REINFORCING BAR DRIVEN INTO GROUND IN CENTER OF OLD CAIRN AND
 MT0881'TABLET WIRED TO IT.  BAR PROJECTS 0.4 FT.  STATION REACHED BY
 MT0881'HELICOPTER.
 MT0881'
 MT0881'LOCATED ABOUT 8.0 MI ESE. OF OWYHEE, ABOUT 5.0 MI N. OF MOUNTAIN
 MT0881'CITY.  ON PROMINENT CONE-SHAPED PEAK AT HEAD OF MILLER CREEK AND
 MT0881'BROWNS GULCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0987 ***********************************************************************
 LR0987  DESIGNATION -  MILLER
 LR0987  PID         -  LR0987
 LR0987  STATE/COUNTY-  NV/PERSHING
 LR0987  USGS QUAD   -  NEEDLE PEAK (1990)
 LR0987
 LR0987                         *CURRENT SURVEY CONTROL
 LR0987  ___________________________________________________________________
 LR0987* NAD 83(1994)-  40 15 19.20817(N)    117 37 12.31322(W)     ADJUSTED  
 LR0987* NAVD 88     -      2103.6    (meters)    6902.     (feet)  VERTCON   
 LR0987  ___________________________________________________________________
 LR0987  LAPLACE CORR-           7.53  (seconds)                    DEFLEC99
 LR0987  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 LR0987
 LR0987  HORZ ORDER  -  THIRD
 LR0987
 LR0987.The horizontal coordinates were established by classical geodetic methods
 LR0987.and adjusted by the National Geodetic Survey in June 1998..
 LR0987
 LR0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0987
 LR0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0987
 LR0987.The geoid height was determined by GEOID03.
 LR0987
 LR0987;                    North         East     Units Scale Factor Converg.
 LR0987;SPC NV W     - 4,611,406.432   881,940.576   MT  0.99998263   +0 37 20.9
 LR0987;SPC NV W     -15,129,255.94  2,893,500.04   sFT  0.99998263   +0 37 20.9
 LR0987;UTM  11      - 4,456,281.997   447,267.063   MT  0.99963423   -0 24 02.5
 LR0987
 LR0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0987!SPC NV W     -   0.99967348  x   0.99998263  =   0.99965612
 LR0987!UTM  11      -   0.99967348  x   0.99963423  =   0.99930783
 LR0987
 LR0987                          SUPERSEDED SURVEY CONTROL
 LR0987
 LR0987  NAD 83(1986)-  40 15 19.21163(N)    117 37 12.30800(W) AD(       ) 3
 LR0987  NGVD 29 (07/11/94) 2102.5    (m)         6898.     (f) VERT ANG       
 LR0987
 LR0987.Superseded values are not recommended for survey control.
 LR0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0987.See file dsdata.txt to determine how the superseded data were derived.
 LR0987
 LR0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME4726756282(NAD 83)
 LR0987_MARKER: DB = BENCH MARK DISK
 LR0987_SETTING: 0 = UNSPECIFIED SETTING
 LR0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0987
 LR0987  HISTORY     - Date     Condition        Report By
 LR0987  HISTORY     - 1959     MONUMENTED       USGS
 LR0987
 LR0987                          STATION DESCRIPTION
 LR0987
 LR0987'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LR0987'LOCATED ABOUT 50 MI. S. OF WINNEMUCCA, ABOUT 4 MI. NE. OF THE PARIS
 LR0987'BROTHERS RANCH HEADQUARTERS ON A ROCKY PINNACLE THAT DROPS OFF
 LR0987'ALMOST VERTICALLY TO THE W.
 LR0987'
 LR0987'STATION REACHED BY HELICOPTER.
 LR0987'
 LR0987'STATION MARK--STANDARD USGS BM TABLET STAMPED----MILLER 1959----SET
 LR0987'IN ROCK OUTCROP ON THE HIGHEST PART OF TOP.
 LR0987'
 LR0987'REFERENCE MARK NO. 1--STANDARD RM TABLET STAMPED----NO 1 1959----SET
 LR0987'IN ROCK OUTCROP, 9.76 FT. FROM STATION MARK 65 DEGREES 11 MINUTES.
 LR0987'
 LR0987'REFERENCE MARK NO. 2--STANDARD RM TABLET STAMPED----NO 2 1959---,
 LR0987'5.82 FT. FROM STATION MARK 147 DEGREES 19 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0432 ***********************************************************************
 GS0432  DESIGNATION -  MILLER AZ MK
 GS0432  PID         -  GS0432
 GS0432  STATE/COUNTY-  NV/NYE
 GS0432  USGS QUAD   -  SOUTH OF AMARGOSA VALLEY (1984)
 GS0432
 GS0432                         *CURRENT SURVEY CONTROL
 GS0432  ___________________________________________________________________
 GS0432* NAD 83(1986)-  36 32 40.     (N)    116 25 03.     (W)     SCALED    
 GS0432* NAVD 88     -       729.306  (meters)    2392.73   (feet)  ADJUSTED  
 GS0432  ___________________________________________________________________
 GS0432  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GS0432  DYNAMIC HT  -         728.565 (meters)    2390.30  (feet)  COMP
 GS0432  MODELED GRAV-     979,593.3   (mgal)                       NAVD 88
 GS0432
 GS0432  VERT ORDER  -  FIRST     CLASS II
 GS0432
 GS0432.The horizontal coordinates were scaled from a topographic map and have
 GS0432.an estimated accuracy of +/- 6 seconds.
 GS0432
 GS0432.The orthometric height was determined by differential leveling
 GS0432.and adjusted by the National Geodetic Survey in June 1991..
 GS0432
 GS0432.The geoid height was determined by GEOID03.
 GS0432
 GS0432.The dynamic height is computed by dividing the NAVD 88
 GS0432.geopotential number by the normal gravity value computed on the
 GS0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0432.degrees latitude (g = 980.6199 gals.).
 GS0432
 GS0432.The modeled gravity was interpolated from observed gravity values.
 GS0432
 GS0432;                    North         East    Units  Estimated Accuracy
 GS0432;SPC NV C     - 6,199,110.      522,310.      MT  (+/- 180 meters Scaled)
 GS0432
 GS0432                          SUPERSEDED SURVEY CONTROL
 GS0432
 GS0432  NGVD 29 (05/01/91)  728.509  (m)         2390.12   (f) ADJUSTED    1 2
 GS0432
 GS0432.Superseded values are not recommended for survey control.
 GS0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0432.See file dsdata.txt to determine how the superseded data were derived.
 GS0432
 GS0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA521444(NAD 83)
 GS0432_MARKER: DZ = AZIMUTH MARK DISK
 GS0432_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GS0432_SP_SET: HEADWALL
 GS0432_STAMPING: MILLER 1949
 GS0432_MARK LOGO: CGS   
 GS0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0432+STABILITY: SURFACE MOTION
 GS0432
 GS0432  HISTORY     - Date     Condition        Report By
 GS0432  HISTORY     - 1949     MONUMENTED       CGS
 GS0432  HISTORY     - 1982     GOOD             NGS
 GS0432
 GS0432                          STATION DESCRIPTION
 GS0432
 GS0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0432'11.2 KM(7.0 MI) SOUTH FROM LATHROP WELLS.
 GS0432'11.2 KM (7.0 MI) SOUTH ALONG STATE HIGHWAY 373 FROM THE JUNCTION OF US
 GS0432'HIGHWAY 95 AT LATHROP WELLS, 0.65 KM (0.4 MI) NORTH OF THE CROSSING OF
 GS0432'A POWER LINE, 0.75 KM (0.45 MI) NORTH OF MILEPOST 9, IN TOP OF THE
 GS0432'NORTH END OF THE WEST HEADWALL OF A 24-INCH CORRUGATED METAL PIPE
 GS0432'CULVERT, 6.1 METERS (20 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 GS0432'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0942 ***********************************************************************
 JR0942  DESIGNATION -  MILLER MTN
 JR0942  PID         -  JR0942
 JR0942  STATE/COUNTY-  NV/MINERAL
 JR0942  USGS QUAD   -  MILLER MOUNTAIN (1982)
 JR0942
 JR0942                         *CURRENT SURVEY CONTROL
 JR0942  ___________________________________________________________________
 JR0942* NAD 83(1994)-  38 03 54.52139(N)    118 11 29.15526(W)     ADJUSTED  
 JR0942* NAVD 88     -      2662.6    (meters)    8736.     (feet)  VERTCON   
 JR0942  ___________________________________________________________________
 JR0942  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 JR0942  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 JR0942
 JR0942  HORZ ORDER  -  SECOND
 JR0942
 JR0942.The horizontal coordinates were established by classical geodetic methods
 JR0942.and adjusted by the National Geodetic Survey in June 1998..
 JR0942
 JR0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0942
 JR0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0942
 JR0942.The geoid height was determined by GEOID03.
 JR0942
 JR0942;                    North         East     Units Scale Factor Converg.
 JR0942;SPC NV W     - 4,367,906.301   834,387.811   MT  0.99991456   +0 14 29.9
 JR0942;SPC NV W     -14,330,372.59  2,737,487.34   sFT  0.99991456   +0 14 29.9
 JR0942;UTM  11      - 4,213,713.051   395,486.230   MT  0.99973453   -0 44 04.7
 JR0942
 JR0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0942!SPC NV W     -   0.99958630  x   0.99991456  =   0.99950089
 JR0942!UTM  11      -   0.99958630  x   0.99973453  =   0.99932094
 JR0942
 JR0942|---------------------------------------------------------------------|
 JR0942| PID    Reference Object                     Distance      Geod. Az  |
 JR0942|                                                           dddmmss.s |
 JR0942| DB2086 MILLER MTN RM 2                       5.100 METERS 07712     |
 JR0942| DB2084 MILLER MTN AZ MK                                   2221900.6 |
 JR0942| JR0941 MILLER MTN CAIRN                      6.690 METERS 26311     |
 JR0942| DB2085 MILLER MTN RM 1                       6.571 METERS 35242     |
 JR0942|---------------------------------------------------------------------|
 JR0942
 JR0942                          SUPERSEDED SURVEY CONTROL
 JR0942
 JR0942  NAD 83(1992)-  38 03 54.51951(N)    118 11 29.15497(W) AD(       ) 2
 JR0942  NAD 83(1986)-  38 03 54.51487(N)    118 11 29.15118(W) AD(       ) 2
 JR0942  NAD 27      -  38 03 54.76900(N)    118 11 25.73400(W) AD(       ) 2
 JR0942  NGVD 29 (07/19/86) 2661.3    (m)         8731.     (f) VERT ANG       
 JR0942
 JR0942.Superseded values are not recommended for survey control.
 JR0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0942.See file dsdata.txt to determine how the superseded data were derived.
 JR0942
 JR0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC9548613713(NAD 83)
 JR0942_MARKER: DS = TRIANGULATION STATION DISK
 JR0942_SETTING: 66 = SET IN ROCK OUTCROP
 JR0942_PROJECTION: FLUSH
 JR0942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0942+STABILITY: POSITION/ELEVATION WELL
 JR0942
 JR0942  HISTORY     - Date     Condition        Report By
 JR0942  HISTORY     - 1950     MONUMENTED       CGS
 JR0942  HISTORY     - 1952     GOOD             CGS
 JR0942  HISTORY     - 1957     GOOD             USE
 JR0942  HISTORY     - 1967     GOOD             USGS
 JR0942
 JR0942                          STATION DESCRIPTION
 JR0942
 JR0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 JR0942'THE STATION IS LOCATED ON THE HIGHEST POINT OF WHAT IS LOCALLY
 JR0942'KNOWN AS MILLER MOUNTAIN.  THE MOUNTAIN HAS SCRUB TIMBER ON THE
 JR0942'TOP.  THE STATION IS ABOUT 22 MILES AIR LINE SOUTH SOUTHWEST
 JR0942'OF MINA, 16 MILES AIR LINE WEST NORTHWEST OF COALDALE AND 5-1/2
 JR0942'MILES AIR LINE NORTHEAST OF THE BASALT MAINTENANCE STATION.
 JR0942'IT IS 6.68 METERS EAST OF A CAIRN.  THE OUTCROPPING BEDROCK
 JR0942'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 JR0942'STAMPED MILLER MTN 1950.
 JR0942'
 JR0942'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER THAN THE STATION.
 JR0942'THE OUTCROPPING BEDROCK PROJECTS ABOUT 3 INCHES ABOVE THE
 JR0942'SURFACE OF THE GROUND.  THE MARK IS STAMPED MILLER MTN NO 1 1950.
 JR0942'
 JR0942'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT LOWER THAN THE STATION.
 JR0942'THE MARK IS STAMPED MILLER MTN NO 2 1950.
 JR0942'
 JR0942'TO REACH FROM THE BASALT MAINTENANCE STATION, GO EASTERLY ON
 JR0942'U.S. HIGHWAY 6 FOR 1.8 MILES TO A DIRT ROAD LEFT.  TURN LEFT
 JR0942'AND GO TO A GRAVEL PIT, THEN TURN LEFT AND FOLLOW THE ROAD FOR
 JR0942'0.55 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.1 MILE TO
 JR0942'A FORK.  TAKE THE RIGHT FORK AND GO 0.15 MILE TO A FORK AND AN
 JR0942'OLD PIPE LINE.  TAKE THE LEFT FORK PARALELLING THE PIPE LINE
 JR0942'AND GO 1.8 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.55
 JR0942'MILE TO THE NORTHWEST END OF A ROCKY POINT AND A DIM TRACK
 JR0942'ROAD LEFT.  TURN LEFT AND FOLLOW THE TRACK ROAD FOR 3.35
 JR0942'MILES TO THE WALLS OF AN OLD STONE HOUSE ON THE LEFT AND
 JR0942'REMAINS OF AN OLD CORRAL ON THE RIGHT.  TURN RIGHT AND GO
 JR0942'SOUTHEASTERLY ACROSS COUNTRY FOR 0.5 MILE TO THE END OF TRUCK
 JR0942'TRAVEL.  PACK SOUTHEAST TO A LARGE WASH.  PICK UP A DIM
 JR0942'TRAIL ON THE EAST SIDE OF THE WASH AND FOLLOW IT UP THE
 JR0942'MOUNTAIN AS FAR AS IT IS VISIBLE.  CONTINUE UP THE
 JR0942'MOUNTAIN, PASSING OVER THE ROCKY POINT, THEN SOUTHEASTERLY
 JR0942'UP GENTLE SLOPE TO THE HIGHEST POINT AND THE STATION AS
 JR0942'DESCRIBED ABOVE.  A 2 HOUR PACK.
 JR0942'
 JR0942'NOTE--A HIGH CLEARANCE FOUR WHEEL DRIVE VEHICLE REQUIRED TO
 JR0942'PASS OVER THE TRACK ROAD.
 JR0942
 JR0942                          STATION RECOVERY (1952)
 JR0942
 JR0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JR0942'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JR0942'IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A
 JR0942'COMPLETE NEW DESCRIPTION FOLLOWS.
 JR0942'
 JR0942'THE STATION IS LOCATED ON THE HIGHEST POINT OF WHAT IS LOCALLY KNOWN
 JR0942'AS MILLER MOUNTAIN WHICH IS SPARSELY COVERED WITH SCRUB TIMBER.  IT
 JR0942'IS LOCATED AIRLINE ABOUT 5 MILES NORTHEAST OF THE BASALT
 JR0942'MAINTENANCE STATION, ABOUT 22 MILES SOUTH-SOUTHWEST OF MINA, AND
 JR0942'ABOUT 16 MILES WEST-NORTHWEST OF COALDALE.
 JR0942'
 JR0942'THE STATION IS A STANDARD DISK STAMPED MILLER MTN 1950 SET IN
 JR0942'A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE
 JR0942'THE GROUND.
 JR0942'
 JR0942'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MILLER
 JR0942'MTN NO 1 1950 SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 JR0942'ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT 3 FEET LOWER THAN
 JR0942'THE STATION.
 JR0942'
 JR0942'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MILLER MTN
 JR0942'NO 2 1950 SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 JR0942'5 INCHES ABOVE THE GROUND AND IS ABOUT 1 FOOT LOWER THAN THE
 JR0942'STATION.
 JR0942'
 JR0942'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MILLER MTN 1952
 JR0942'SET IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT FLUSH WITH THE
 JR0942'TOP OF THE GROUND.  IT IS 108 FEET SOUTH OF THE CENTER LINE OF
 JR0942'U.S. HIGHWAY 6 AND 1.1 MILE EAST BY WAY OF THE HIGHWAY OF THE
 JR0942'BASALT MAINTENANCE STATION.
 JR0942'
 JR0942'TO REACH THE STATION FROM THE BASALT MAINTENANCE STATION, GO
 JR0942'EASTERLY ON U.S. HIGHWAY 6 FOR 1.1 MILES TO THE AZIMUTH MARK
 JR0942'ON THE RIGHT, SOUTH, SIDE OF THE HIGHWAY.  CONTINUE STRAIGHT
 JR0942'AHEAD, EASTERLY, ON THE HIGHWAY FOR 0.7 MILE TO A SIDE ROAD,
 JR0942'LEFT.  TURN LEFT, NORTH, AND GO 0.1 MILE TO A GRAVEL PIT.  TURN
 JR0942'LEFT, WESTERLY, AND FOLLOW THE TRACK ROAD FOR 0.55 MILE TO A
 JR0942'FORK.  TAKE THE RIGHT FORK AND GO 0.1 MILE.  TAKE THE RIGHT
 JR0942'FORK AND GO 0.1 MILE TO A FORK AND AN OLD PIPE LINE.  TAKE THE
 JR0942'LEFT FORK WHICH RUNS PARALLEL WITH THE PIPE LINE AND GO
 JR0942'NORTHWESTERLY FOR 1.8 MILES TO A FORK.  TAKE THE LEFT FORK AND
 JR0942'GO 0.55 MILE TO THE NORTHWEST END OF A ROCKY POINT AND A DIM
 JR0942'TRACK ROAD ON THE LEFT.  TURN LEFT, WESTERLY, AND FOLLOW THE
 JR0942'DIM TRACK ROAD ACROSS A SMALL RAVINE AND THEN SOUTH FOR
 JR0942'ABOUT 0.2 MILE.  THEN TURN SHARP RIGHT AND GO NORTH FOR 3.5
 JR0942'MILES TO AN OLD STONE HOUSE WHICH IS PARTIALLY DESTROYED
 JR0942'ON THE LEFT SIDE OF THE ROAD AND THE REMAINS OF AN OLD
 JR0942'CORRAL ON THE RIGHT SIDE OF THE ROAD.  TURN RIGHT, LEAVING
 JR0942'THE TRACK ROAD, AND GO 0.5 MILE TO THE BASE OF THE MOUNTAIN
 JR0942'AND A DEEP RAVINE.  THIS IS THE END OF TRUCK TRAVEL.  PACK
 JR0942'SOUTHEASTERLY UP THE LEFT, EAST, SIDE OF THE RAVINE TO
 JR0942'THE TOP OF AN OUTCROPPING OF BEDROCK.  THEN SOUTHEASTERLY UP A
 JR0942'GENTLE SLOPE, THROUGH SCRUB TIMBER, TO THE HIGHEST POINT OF
 JR0942'THE MOUNTAIN AND THE STATION.  THIS IS A 2 HOUR PACK.  A
 JR0942'4-WHEEL DRIVE TRUCK WITH HIGH CLEARANCE IS REQUIRED DUE TO
 JR0942'WASHED OUT ROADS ON MOUNTAIN SWITCH BACKS.
 JR0942
 JR0942                          STATION RECOVERY (1957)
 JR0942
 JR0942'RECOVERY NOTE BY US ENGINEERS 1957
 JR0942'STATION RECOVERED IN GOOD CONDITION.  IT IS IN A ROCK WHICH
 JR0942'PROTRUDES ABOUT 0.3 FOOT AND IS ABOUT 2.0 FEET BELOW HIGHEST
 JR0942'POINT OF HILL, WHICH IS MARKED BY SMALL ROCK CAIRN.
 JR0942'
 JR0942'REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK RECOVERED IN GOOD
 JR0942'CONDITION.
 JR0942'
 JR0942'TO REACH FROM POST OFFICE IN MINA PROCEED SOUTH ALONG HIGHWAY
 JR0942'95 ABOUT 15.0 MILES TO DIRT ROAD LEADING TO RUINS OF CANDELARIA.
 JR0942'TURN RIGHT ON THIS GRADED DIRT ROAD (MARKED BY SIGN--CANDELARIA
 JR0942'7 MI.).  CONTINUE ALONG MAIN TRAVELED GRADED ROAD ABOUT 6.1
 JR0942'MILES TO CANDELARIA CEMETARY.  CONTINUE SW ALONG MAIN ROAD
 JR0942'ABOUT 2.1 MILES TO ROAD FORK (BOTH ROADS ARE GRADED).  TURN
 JR0942'LEFT, UPHILL CONTINUE 0.3 MILE TO ROAD JUNCTION (GRADED ROAD).
 JR0942'TURN RIGHT FOR 0.2 MILE TO ROAD INTERSECTION, TURN LEFT ONTO
 JR0942'DESERT WASH ROAD AND FOLLOW ROAD IN MAIN WASH FOR ABOUT 1.2
 JR0942'MILES OR UNTIL YOU REACH THE OLD CANDELARIA PIPE LINE, NOW
 JR0942'AN OPEN DITCH.  TURN RIGHT BY CORRAL AND FOLLOW THE
 JR0942'MAINTENANCE ROAD FOR THE PIPE LINE WHICH PARALLELS SAME.
 JR0942'CONTINUE GENERALLY ALONG THIS PIPE LINE ROAD (SW) ABOUT
 JR0942'5.5 MILES.  A 4-WHEEL DRIVE VEHICLE IS MANDATORY.  EASIEST
 JR0942'VEHICLE ROUTE IS NOT ALWAYS BESIDE THE PIPE LINE, OR UNTIL YOU
 JR0942'REACH RUINS OF SEVERAL PILE STONE BUILDINGS.  VEHICLE TRAVEL
 JR0942'IS PREVENTED ANY FURTHER BY A DEEP CANYON.  SOUTH OF THESE
 JR0942'BUILDINGS TOWARD MILLER MTN, RUNS A DIM, NOW OVERGROWN WASHED
 JR0942'OUT, HORSE PACK TRAIL LEADING TO THE SOUTH 9NOT STATEION SITE)
 JR0942'PEAK OF MILLER MTN.  THE PEAK APPEARS CONE SHAPED AND BALD
 JR0942'WHEN VIEWED FROM THE NORTH.  THE TRAIL, IF LOST, RUNS UP THE
 JR0942'WEST SIDE OF THIS CONE SHAPED PEAK AND BEARS WEST TO THE
 JR0942'HIGHEST PEAK OF MILLER MTN AND THE STATION SITE.  PACK TIME
 JR0942'2-1/2 TO 3 HOURS.
 JR0942
 JR0942                          STATION RECOVERY (1967)
 JR0942
 JR0942'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JR0942'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38118-2, STATION 1002.
 JR0942'NOTE BY USGS, 1967--TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 95 AND
 JR0942'U.S. HIGHWAY 6, GO W. ON U.S. HIGHWAY 6 FOR 16.6 MI. TO T-RD. N. (TO
 JR0942'MAYFIELD MINE), TAKE RIGHT FORK (N.) FOR 1.9 MI. TO Y-RD. FORK, TAKE
 JR0942'RIGHT FORK (E.) FOR 0.6 MI. TO T-RD FORK, TAKE RIGHT FORK (S.) FOR 2.5
 JR0942'MI. TO TV RELAY STATION AND END OF TRUCK TRAVEL.  HIKE N. DOWNHILL TO
 JR0942'A SADDLE, THEN SIDE HILL AROUND E. SIDE OF A TOP TO ANOTHER SADDLE,
 JR0942'THEN ON RIDGE WHICH WILL TAKE YOU TO THE HIGHEST POINT AND STATION.
 JR0942'ABOUT ONE HOUR AND 15-MINUTE PACK.
 JR0942'STATION MARK--A STANDARD DISK STAMPED---MILLER MTN 1950--- SET IN A
 JR0942'DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 JR0942'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0941 ***********************************************************************
 JR0941  DESIGNATION -  MILLER MTN CAIRN
 JR0941  PID         -  JR0941
 JR0941  STATE/COUNTY-  NV/MINERAL
 JR0941  USGS QUAD   -  MILLER MOUNTAIN (1982)
 JR0941
 JR0941                         *CURRENT SURVEY CONTROL
 JR0941  ___________________________________________________________________
 JR0941* NAD 83(1994)-  38 03 54.49562(N)    118 11 29.42776(W)     ADJUSTED  
 JR0941* NAVD 88     -      2662.     (meters)    8734.     (feet)  SCALED    
 JR0941  ___________________________________________________________________
 JR0941  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 JR0941  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 JR0941
 JR0941  HORZ ORDER  -  THIRD
 JR0941
 JR0941.The horizontal coordinates were established by classical geodetic methods
 JR0941.and adjusted by the National Geodetic Survey in June 1998..
 JR0941
 JR0941.The orthometric height was scaled from a topographic map.
 JR0941
 JR0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0941
 JR0941.The geoid height was determined by GEOID03.
 JR0941
 JR0941;                    North         East     Units Scale Factor Converg.
 JR0941;SPC NV W     - 4,367,905.478   834,381.172   MT  0.99991455   +0 14 29.7
 JR0941;SPC NV W     -14,330,369.89  2,737,465.56   sFT  0.99991455   +0 14 29.7
 JR0941;UTM  11      - 4,213,712.342   395,479.580   MT  0.99973455   -0 44 04.9
 JR0941
 JR0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0941!SPC NV W     -   0.99958635  x   0.99991455  =   0.99950093
 JR0941!UTM  11      -   0.99958635  x   0.99973455  =   0.99932101
 JR0941
 JR0941                          SUPERSEDED SURVEY CONTROL
 JR0941
 JR0941  NAD 83(1992)-  38 03 54.49374(N)    118 11 29.42748(W) AD(       ) 4
 JR0941  NAD 83(1986)-  38 03 54.48804(N)    118 11 29.42352(W) AD(       ) 4
 JR0941  NAD 27      -  38 03 54.74300(N)    118 11 26.00700(W) AD(       ) 3
 JR0941
 JR0941.Superseded values are not recommended for survey control.
 JR0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0941.See file dsdata.txt to determine how the superseded data were derived.
 JR0941
 JR0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC9548013712(NAD 83)
 JR0941_MARKER: 72 = CAIRN
 JR0941
 JR0941  HISTORY     - Date     Condition        Report By
 JR0941  HISTORY     - 1952     FIRST OBSERVED   CGS
 JR0941
 JR0941                          STATION DESCRIPTION
 JR0941
 JR0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JR0941'THE STATION IS LOCATED ABOUT 22 MILES AIRLINE SOUTH SOUTHWEST
 JR0941'OF MINA, 16 MILES AIRLINE WEST NORTHWEST OF COALDALE, AND ABOUT
 JR0941'5 MILES AIRLINE NORTHEAST OF THE BASALT MAINTENANCE STATION,
 JR0941'ON THE HIGHEST PART OF WHAT IS LOCALLY KNOWN AS MILLER MOUNTAIN.
 JR0941'
 JR0941'THE CAIRN IS ABOUT 4-1/2 FEET HIGH AND ABOUT 2-1/2 FEET IN
 JR0941'DIAMETER AT ITS BASE.  IT IS 21.98 FEET, 6.70 METERS WEST OF
 JR0941'STATION MILLER MTN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0433 ***********************************************************************
 GS0433  DESIGNATION -  MILLER RM 1
 GS0433  PID         -  GS0433
 GS0433  STATE/COUNTY-  NV/NYE
 GS0433  USGS QUAD   -  SOUTH OF AMARGOSA VALLEY (1984)
 GS0433
 GS0433                         *CURRENT SURVEY CONTROL
 GS0433  ___________________________________________________________________
 GS0433* NAD 83(1986)-  36 33 09.     (N)    116 25 01.     (W)     SCALED    
 GS0433* NAVD 88     -       734.998  (meters)    2411.41   (feet)  ADJUSTED  
 GS0433  ___________________________________________________________________
 GS0433  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GS0433  DYNAMIC HT  -         734.252 (meters)    2408.96  (feet)  COMP
 GS0433  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 GS0433
 GS0433  VERT ORDER  -  FIRST     CLASS II
 GS0433
 GS0433.The horizontal coordinates were scaled from a topographic map and have
 GS0433.an estimated accuracy of +/- 6 seconds.
 GS0433
 GS0433.The orthometric height was determined by differential leveling
 GS0433.and adjusted by the National Geodetic Survey in June 1991..
 GS0433
 GS0433.The geoid height was determined by GEOID03.
 GS0433
 GS0433.The dynamic height is computed by dividing the NAVD 88
 GS0433.geopotential number by the normal gravity value computed on the
 GS0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0433.degrees latitude (g = 980.6199 gals.).
 GS0433
 GS0433.The modeled gravity was interpolated from observed gravity values.
 GS0433
 GS0433;                    North         East    Units  Estimated Accuracy
 GS0433;SPC NV C     - 6,200,000.      522,360.      MT  (+/- 180 meters Scaled)
 GS0433
 GS0433                          SUPERSEDED SURVEY CONTROL
 GS0433
 GS0433  NGVD 29 (05/01/91)  734.201  (m)         2408.79   (f) ADJUSTED    1 2
 GS0433
 GS0433.Superseded values are not recommended for survey control.
 GS0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0433.See file dsdata.txt to determine how the superseded data were derived.
 GS0433
 GS0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA521453(NAD 83)
 GS0433_MARKER: DR = REFERENCE MARK DISK
 GS0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0433_SP_SET: CONCRETE POST
 GS0433_STAMPING: MILLER NO 1 1949
 GS0433_MARK LOGO: CGS   
 GS0433_PROJECTION: PROJECTING 20 CENTIMETERS
 GS0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0433+STABILITY: SURFACE MOTION
 GS0433
 GS0433  HISTORY     - Date     Condition        Report By
 GS0433  HISTORY     - 1949     MONUMENTED       CGS
 GS0433  HISTORY     - 1982     GOOD             NGS
 GS0433
 GS0433                          STATION DESCRIPTION
 GS0433
 GS0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0433'10.4 KM(6.5 MI) SOUTH FROM LATHROP WELLS.
 GS0433'10.4 KM (6.5 MI) SOUTH ALONG STATE HIGHWAY 373 FROM THE JUNCTION OF US
 GS0433'HIGHWAY 95 AT LATHROP WELLS, 138.2 METERS (453 FT) SOUTHWEST OF MILE
 GS0433'POST 10, 36 METERS (118 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 GS0433'16.6 METERS (54.5 FT) NORTHWEST OF THE CENTER OF A DIRT ROAD, 13.6
 GS0433'METERS (44.5 FT) SOUTH OF THE STATION, 5.6 METERS (18.5 FT)
 GS0433'WEST-SOUTHWEST OF THE STATION.
 GS0433'THE MARK IS 13.5 METERS  S FROM A WITNESS POST.
 GS0433'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0435 ***********************************************************************
 GS0435  DESIGNATION -  MILLER RM 2
 GS0435  PID         -  GS0435
 GS0435  STATE/COUNTY-  NV/NYE
 GS0435  USGS QUAD   -  SOUTH OF AMARGOSA VALLEY (1984)
 GS0435
 GS0435                         *CURRENT SURVEY CONTROL
 GS0435  ___________________________________________________________________
 GS0435* NAD 83(1986)-  36 33 09.     (N)    116 25 01.     (W)     SCALED    
 GS0435* NAVD 88     -       735.110  (meters)    2411.77   (feet)  ADJUSTED  
 GS0435  ___________________________________________________________________
 GS0435  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GS0435  DYNAMIC HT  -         734.364 (meters)    2409.33  (feet)  COMP
 GS0435  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 GS0435
 GS0435  VERT ORDER  -  FIRST     CLASS II
 GS0435
 GS0435.The horizontal coordinates were scaled from a topographic map and have
 GS0435.an estimated accuracy of +/- 6 seconds.
 GS0435
 GS0435.The orthometric height was determined by differential leveling
 GS0435.and adjusted by the National Geodetic Survey in June 1991..
 GS0435
 GS0435.The geoid height was determined by GEOID03.
 GS0435
 GS0435.The dynamic height is computed by dividing the NAVD 88
 GS0435.geopotential number by the normal gravity value computed on the
 GS0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0435.degrees latitude (g = 980.6199 gals.).
 GS0435
 GS0435.The modeled gravity was interpolated from observed gravity values.
 GS0435
 GS0435;                    North         East    Units  Estimated Accuracy
 GS0435;SPC NV C     - 6,200,000.      522,360.      MT  (+/- 180 meters Scaled)
 GS0435
 GS0435                          SUPERSEDED SURVEY CONTROL
 GS0435
 GS0435  NGVD 29 (05/01/91)  734.312  (m)         2409.16   (f) ADJUSTED    1 2
 GS0435
 GS0435.Superseded values are not recommended for survey control.
 GS0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0435.See file dsdata.txt to determine how the superseded data were derived.
 GS0435
 GS0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA521453(NAD 83)
 GS0435_MARKER: DR = REFERENCE MARK DISK
 GS0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0435_SP_SET: CONCRETE POST
 GS0435_STAMPING: MILLER NO 2 1949
 GS0435_MARK LOGO: CGS   
 GS0435_PROJECTION: PROJECTING 20 CENTIMETERS
 GS0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0435+STABILITY: SURFACE MOTION
 GS0435
 GS0435  HISTORY     - Date     Condition        Report By
 GS0435  HISTORY     - 1949     MONUMENTED       CGS
 GS0435  HISTORY     - 1982     GOOD             NGS
 GS0435
 GS0435                          STATION DESCRIPTION
 GS0435
 GS0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0435'10.4 KM(6.5 MI) SOUTH FROM LATHROP WELLS.
 GS0435'10.4 KM (6.5 MI) SOUTH ALONG STATE HIGHWAY 373 FROM THE JUNCTION OF US
 GS0435'HIGHWAY 95 AT LATHROP WELLS, 126 METERS (414 FT) SOUTHWEST OF MILEPOST
 GS0435'10, 50.3 METERS (165 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 37.8
 GS0435'METERS (124 FT) NORTHWEST OF THE CENTERLINE OFTHE ROAD, 13.7 METERS
 GS0435'(45 FT) WEST-SOUTHWEST OF THE CENTER OF A TRACK ROAD, 21.4 METERS (70
 GS0435'FT) NORTHWEST OF RM 1, 11.5 METERS (37.8 FT) WEST OF THE STATION.
 GS0435'THE MARK IS 10.9 METERS  W FROM A WITNESS POST.
 GS0435'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0163 ***********************************************************************
 JQ0163  DESIGNATION -  MILLERS
 JQ0163  PID         -  JQ0163
 JQ0163  STATE/COUNTY-  NV/ESMERALDA
 JQ0163  USGS QUAD   -  MILLERS (1987)
 JQ0163
 JQ0163                         *CURRENT SURVEY CONTROL
 JQ0163  ___________________________________________________________________
 JQ0163* NAD 83(1999)-  38 08 20.92879(N)    117 29 48.06605(W)     ADJUSTED  
 JQ0163* NAVD 88     -      1463.024  (meters)    4799.94   (feet)  ADJUSTED  
 JQ0163  ___________________________________________________________________
 JQ0163  EPOCH DATE  -        1999.37
 JQ0163  X           -  -2,319,584.054 (meters)                     COMP
 JQ0163  Y           -  -4,456,509.024 (meters)                     COMP
 JQ0163  Z           -   3,918,491.181 (meters)                     COMP
 JQ0163  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 JQ0163  ELLIP HEIGHT-        1437.80  (meters)          (05/16/00) GPS OBS
 JQ0163  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 JQ0163  DYNAMIC HT  -        1461.457 (meters)    4794.80  (feet)  COMP
 JQ0163  MODELED GRAV-     979,507.9   (mgal)                       NAVD 88
 JQ0163
 JQ0163  HORZ ORDER  -  FIRST
 JQ0163  VERT ORDER  -  FIRST     CLASS II
 JQ0163  ELLP ORDER  -  FOURTH    CLASS I
 JQ0163
 JQ0163.The horizontal coordinates were established by GPS observations
 JQ0163.and adjusted by the National Geodetic Survey in May 2000..
 JQ0163.No horizontal observational check was made to the station.
 JQ0163.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 JQ0163.DATUM ITEM on the data sheet items page.
 JQ0163.The horizontal coordinates are valid at the epoch date displayed above.
 JQ0163.The epoch date for horizontal control is a decimal equivalence
 JQ0163.of Year/Month/Day.
 JQ0163
 JQ0163.The orthometric height was determined by differential leveling
 JQ0163.and adjusted by the National Geodetic Survey in June 1991..
 JQ0163
 JQ0163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JQ0163
 JQ0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0163
 JQ0163.The ellipsoidal height was determined by GPS observations
 JQ0163.and is referenced to NAD 83.
 JQ0163
 JQ0163.The geoid height was determined by GEOID03.
 JQ0163
 JQ0163.The dynamic height is computed by dividing the NAVD 88
 JQ0163.geopotential number by the normal gravity value computed on the
 JQ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0163.degrees latitude (g = 980.6199 gals.).
 JQ0163
 JQ0163.The modeled gravity was interpolated from observed gravity values.
 JQ0163
 JQ0163;                    North         East     Units Scale Factor Converg.
 JQ0163;SPC NV W     - 4,376,604.955   895,254.217   MT  1.00001171   +0 40 16.1
 JQ0163;SPC NV W     -14,358,911.42  2,937,179.88   sFT  1.00001171   +0 40 16.1
 JQ0163;SPC NV C     - 6,376,372.556   427,242.077   MT  0.99996518   -0 30 45.4
 JQ0163;SPC NV C     -20,919,815.63  1,401,710.05   sFT  0.99996518   -0 30 45.4
 JQ0163;UTM  11      - 4,221,370.349   456,474.778   MT  0.99962333   -0 18 24.3
 JQ0163
 JQ0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0163!SPC NV W     -   0.99977444  x   1.00001171  =   0.99978615
 JQ0163!SPC NV C     -   0.99977444  x   0.99996518  =   0.99973963
 JQ0163!UTM  11      -   0.99977444  x   0.99962333  =   0.99939786
 JQ0163
 JQ0163|---------------------------------------------------------------------|
 JQ0163| PID    Reference Object                     Distance      Geod. Az  |
 JQ0163|                                                           dddmmss.s |
 JQ0163| JQ0165 MILLERS RM 1                          8.885 METERS 06254     |
 JQ0163| JQ0170 MILLERS AZ MK                                      0802515.0 |
 JQ0163| JQ0164 MILLERS RM 2                         10.419 METERS 31219     |
 JQ0163| JQ0539 BIG SMOKY MINERAL MONUMENT          APPROX.20.2 KM 3531426.9 |
 JQ0163|---------------------------------------------------------------------|
 JQ0163
 JQ0163                          SUPERSEDED SURVEY CONTROL
 JQ0163
 JQ0163  NAD 83(1994)-  38 08 20.92833(N)    117 29 48.05894(W) AD(       ) 3
 JQ0163  NAD 83(1986)-  38 08 20.92560(N)    117 29 48.06634(W) AD(       ) 3
 JQ0163  NAD 27      -  38 08 21.16500(N)    117 29 44.72100(W) AD(       ) 3
 JQ0163  NAVD 88 (05/16/00) 1463.02   (m)         4799.9    (f) LEVELING    3  
 JQ0163  NGVD 29 (??/??/92) 1461.922  (m)         4796.32   (f) ADJ UNCH    1 2
 JQ0163
 JQ0163.Superseded values are not recommended for survey control.
 JQ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0163.See file dsdata.txt to determine how the superseded data were derived.
 JQ0163
 JQ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC5647521370(NAD 83)
 JQ0163_MARKER: DS = TRIANGULATION STATION DISK
 JQ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0163_STAMPING: MILLERS 1952
 JQ0163_MARK LOGO: CGS   
 JQ0163_MAGNETIC: N = NO MAGNETIC MATERIAL
 JQ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0163+STABILITY: SURFACE MOTION
 JQ0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JQ0163+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1999
 JQ0163
 JQ0163  HISTORY     - Date     Condition        Report By
 JQ0163  HISTORY     - 1952     MONUMENTED       CGS
 JQ0163  HISTORY     - 1953     GOOD             NGS
 JQ0163  HISTORY     - 1958     GOOD             USGS
 JQ0163  HISTORY     - 1984     GOOD             NGS
 JQ0163  HISTORY     - 19990106 GOOD             NGS
 JQ0163
 JQ0163                          STATION DESCRIPTION
 JQ0163
 JQ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JQ0163'THE STATION IS LOCATED ALONG THE NORTH SIDE OF U.S. HIGHWAY
 JQ0163'95 ABOUT 14-1/2 MILES AIRLINE WEST-NORTHWEST OF TONOPAH,
 JQ0163'AND ABOUT 2 MILES AIRLINE WEST OF THE ABANDONDED RAILROAD
 JQ0163'STATION OF MILLERS, ON THE OLD TONOPAH- GOLDFIELD RAILROAD.
 JQ0163'
 JQ0163'THE STATION IS 145 FEET NORTH OF THE CENTER LINE OF THE
 JQ0163'HIGHWAY AND 6 FEET SOUTH OF A WHITE WITNESS POST.  IT IS
 JQ0163'A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 JQ0163'POST THAT PROJECTS 2 INCHES.  THE DISK IS STAMPED--MILLERS 1952.
 JQ0163'
 JQ0163'REFERENCE MARK NUMBER ONE IS 152 FEET NORTH OF THE CENTER
 JQ0163'LINE OF THE HIGHWAY, AND ABOUT THE SAME ELEVATION AS THE
 JQ0163'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 JQ0163'CYLINDER THAT IS 12 INCHES IN DIAMETER AND PROJECTS 2 INCHES.
 JQ0163'THE DISK IS STAMPED--MILLERS NO 1 1952.
 JQ0163'
 JQ0163'REFERENCE MARK NUMBER TWO IS 165 FEET NORTH OF THE CENTER
 JQ0163'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE STATION.
 JQ0163'IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE CYLINDER
 JQ0163'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  THE
 JQ0163'DISK IS STAMPED--MILLERS NO 2 1952.
 JQ0163'
 JQ0163'THE AZIMUTH MARK IS 81 FEET NORTH OF THE CENTER LINE OF THE
 JQ0163'HIGHWAY, 20 FEET NORTHEAST OF THE CENTER LINE OF A TRACK
 JQ0163'ROAD, 18 FEET WEST-SOUTHWEST OF A SIGN ANJAX, AND 7 FEET
 JQ0163'SOUTHWEST OF A WHITE WITNESS POST.  IT IS A STANDARD DISK
 JQ0163'SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 12 INCHES IN
 JQ0163'DIAMETER AND PROJECTS 2 INCHES.  THE DISK IS STAMPED--MILLERS
 JQ0163'1952.  TO REACH THE MARK FROM THE STATION GO EAST ON U.S.
 JQ0163'HIGHWAY 95 FOR 0.9 MILE TO A SIDE ROAD LEFT AND THE MARK ON
 JQ0163'THE LEFT.
 JQ0163'
 JQ0163'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH GO
 JQ0163'WEST-NORTHWEST ON U.S. HIGHWAY 95 FOR 15.2 MILES TO THE STATION
 JQ0163'ON THE RIGHT.
 JQ0163'
 JQ0163'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS
 JQ0163
 JQ0163                          STATION RECOVERY (1953)
 JQ0163
 JQ0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 JQ0163'15.9 MI W FROM TONOPAH.
 JQ0163'15.9 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0163'TONOPAH, 0.05 MILE WEST OF CULVERT D 910+00, ON A GRAVEL-COVERED FLAT,
 JQ0163'120 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 34.2 FEET SOUTHEAST
 JQ0163'OF MILLERS R.M. 2, 29.1 FEET WEST-SOUTHWEST OF MILLERS R.M. 1, 6.1
 JQ0163'FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY,
 JQ0163'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 JQ0163'GROUND.
 JQ0163
 JQ0163                          STATION RECOVERY (1958)
 JQ0163
 JQ0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JQ0163'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38117-2, STATION 1004.
 JQ0163'STATION MARK--A STANDARD DISK STAMPED---MILLERS 1952---, SET IN THE
 JQ0163'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 JQ0163
 JQ0163                          STATION RECOVERY (1984)
 JQ0163
 JQ0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0163'RECOVERED IN GOOD CONDITION.
 JQ0163
 JQ0163                          STATION RECOVERY (1999)
 JQ0163
 JQ0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 JQ0163'THE STATION IS LOCATED ABOUT 38.3 KM (23.80 MI) EAST OF COALDALE,
 JQ0163'26.15 KM (16.25 MI) WEST OF TONOPAH, ALONG THE NORTH SIDE OF THE
 JQ0163'RIGHT-OF-WAY OF COMBINED STATE HIGHWAYS 6 AND 95 AND 0.97 KM (0.60 MI)
 JQ0163'WEST OF HIGHWAY MILEPOST 44.  OWNERSHIP--ESMERALDA COUNTY. TO REACH
 JQ0163'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 95 IN TONOPAH,
 JQ0163'GO WEST ON COMBINED HIGHWAYS 6 AND 95 FOR 26.15 KM (16.25 MI) TO THE
 JQ0163'STATION ON THE RIGHT.  THE STATION IS SET IN TOP OF A CONCRETE POST
 JQ0163'PROJECTING 10 CM ABOVE GROUND.  IT IS 36.58 M (120.01 FT) NORTH OF THE
 JQ0163'CENTER OF THE HIGHWAY AND ABOUT 0.3 M (1.0 FT) ABOVE THE HIGHWAY,
 JQ0163'10.42 M (34.19 FT) SOUTHEAST OF RM 2, 8.87 M (29.10 FT) WEST OF RM 1,
 JQ0163'1.86 M (6.10 FT) SOUTH OF A WOODEN WITNESS POST AND 1.22 M (4.00 FT)
 JQ0163'WEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0170 ***********************************************************************
 JQ0170  DESIGNATION -  MILLERS AZ MK
 JQ0170  PID         -  JQ0170
 JQ0170  STATE/COUNTY-  NV/ESMERALDA
 JQ0170  USGS QUAD   -  MILLERS (1987)
 JQ0170
 JQ0170                         *CURRENT SURVEY CONTROL
 JQ0170  ___________________________________________________________________
 JQ0170* NAD 83(1986)-  38 08 29.     (N)    117 28 46.     (W)     SCALED    
 JQ0170* NAVD 88     -      1465.062  (meters)    4806.62   (feet)  ADJUSTED  
 JQ0170  ___________________________________________________________________
 JQ0170  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 JQ0170  DYNAMIC HT  -        1463.493 (meters)    4801.48  (feet)  COMP
 JQ0170  MODELED GRAV-     979,507.7   (mgal)                       NAVD 88
 JQ0170
 JQ0170  VERT ORDER  -  FIRST     CLASS II
 JQ0170
 JQ0170.The horizontal coordinates were scaled from a topographic map and have
 JQ0170.an estimated accuracy of +/- 6 seconds.
 JQ0170
 JQ0170.The orthometric height was determined by differential leveling
 JQ0170.and adjusted by the National Geodetic Survey in June 1991..
 JQ0170.WARNING-Repeat measurements at this control monument indicate possible
 JQ0170.vertical movement.
 JQ0170
 JQ0170.The geoid height was determined by GEOID03.
 JQ0170
 JQ0170.The dynamic height is computed by dividing the NAVD 88
 JQ0170.geopotential number by the normal gravity value computed on the
 JQ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0170.degrees latitude (g = 980.6199 gals.).
 JQ0170
 JQ0170.The modeled gravity was interpolated from observed gravity values.
 JQ0170
 JQ0170;                    North         East    Units  Estimated Accuracy
 JQ0170;SPC NV W     - 4,376,870.      896,760.      MT  (+/- 180 meters Scaled)
 JQ0170
 JQ0170                          SUPERSEDED SURVEY CONTROL
 JQ0170
 JQ0170.No superseded survey control is available for this station.
 JQ0170
 JQ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC579216(NAD 83)
 JQ0170_MARKER: DZ = AZIMUTH MARK DISK
 JQ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0170_STAMPING: MILLERS 1952
 JQ0170_MARK LOGO: CGS   
 JQ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0170+STABILITY: SURFACE MOTION
 JQ0170
 JQ0170  HISTORY     - Date     Condition        Report By
 JQ0170  HISTORY     - 1952     MONUMENTED       CGS
 JQ0170  HISTORY     - 1953     GOOD             NGS
 JQ0170  HISTORY     - 1968     GOOD             NGS
 JQ0170  HISTORY     - 1984     GOOD             NGS
 JQ0170
 JQ0170                          STATION DESCRIPTION
 JQ0170
 JQ0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0170'15.0 MI W FROM TONOPAH.
 JQ0170'15.0 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0170'TONOPAH, AT THE T JUNCTION OF A TRACK ROAD LEADING NORTH, 67 1/2 FEET
 JQ0170'NORTH OF THE CENTER LINE OF THE HIGHWAY, 23 1/2 FEET EAST OF THE
 JQ0170'CENTER LINE OF THE ROAD, 6.4 FEET WEST OF WITNESS POST, ABOUT LEVEL
 JQ0170'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 JQ0170'FOOT ABOVE THE GROUND.
 JQ0170
 JQ0170                          STATION RECOVERY (1968)
 JQ0170
 JQ0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JQ0170'RECOVERED IN GOOD CONDITION.
 JQ0170
 JQ0170                          STATION RECOVERY (1984)
 JQ0170
 JQ0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0165 ***********************************************************************
 JQ0165  DESIGNATION -  MILLERS RM 1
 JQ0165  PID         -  JQ0165
 JQ0165  STATE/COUNTY-  NV/ESMERALDA
 JQ0165  USGS QUAD   -  MILLERS (1987)
 JQ0165
 JQ0165                         *CURRENT SURVEY CONTROL
 JQ0165  ___________________________________________________________________
 JQ0165* NAD 83(1986)-  38 08 21.     (N)    117 29 47.     (W)     SCALED    
 JQ0165* NAVD 88     -      1463.022  (meters)    4799.93   (feet)  ADJUSTED  
 JQ0165  ___________________________________________________________________
 JQ0165  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 JQ0165  DYNAMIC HT  -        1461.456 (meters)    4794.79  (feet)  COMP
 JQ0165  MODELED GRAV-     979,507.8   (mgal)                       NAVD 88
 JQ0165
 JQ0165  VERT ORDER  -  FIRST     CLASS II
 JQ0165
 JQ0165.The horizontal coordinates were scaled from a topographic map and have
 JQ0165.an estimated accuracy of +/- 6 seconds.
 JQ0165
 JQ0165.The orthometric height was determined by differential leveling
 JQ0165.and adjusted by the National Geodetic Survey in June 1991..
 JQ0165
 JQ0165.The geoid height was determined by GEOID03.
 JQ0165
 JQ0165.The dynamic height is computed by dividing the NAVD 88
 JQ0165.geopotential number by the normal gravity value computed on the
 JQ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0165.degrees latitude (g = 980.6199 gals.).
 JQ0165
 JQ0165.The modeled gravity was interpolated from observed gravity values.
 JQ0165
 JQ0165;                    North         East    Units  Estimated Accuracy
 JQ0165;SPC NV W     - 4,376,610.      895,280.      MT  (+/- 180 meters Scaled)
 JQ0165
 JQ0165                          SUPERSEDED SURVEY CONTROL
 JQ0165
 JQ0165  NGVD 29 (??/??/92) 1461.920  (m)         4796.32   (f) ADJ UNCH    1 2
 JQ0165
 JQ0165.Superseded values are not recommended for survey control.
 JQ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0165.See file dsdata.txt to determine how the superseded data were derived.
 JQ0165
 JQ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC565213(NAD 83)
 JQ0165_MARKER: DR = REFERENCE MARK DISK
 JQ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0165_STAMPING: MILLERS NO 1 1952
 JQ0165_MARK LOGO: CGS   
 JQ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0165+STABILITY: SURFACE MOTION
 JQ0165
 JQ0165  HISTORY     - Date     Condition        Report By
 JQ0165  HISTORY     - 1952     MONUMENTED       CGS
 JQ0165  HISTORY     - 1953     GOOD             NGS
 JQ0165  HISTORY     - 1968     GOOD             NGS
 JQ0165  HISTORY     - 1984     GOOD             NGS
 JQ0165
 JQ0165                          STATION DESCRIPTION
 JQ0165
 JQ0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0165'15.9 MI W FROM TONOPAH.
 JQ0165'15.9 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0165'TONOPAH, 0.05 MILE WEST OF CULVERT D 910+00, AT A GRAVEL-COVERED FLAT,
 JQ0165'128 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 52.1 FEET
 JQ0165'EAST-SOUTHEAST OF MILLERS R.M.2, 29.1 FEET EAST-NORTHEAST OF MILLERS
 JQ0165'TRIANGULATION STATION, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT
 JQ0165'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JQ0165'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 JQ0165
 JQ0165                          STATION RECOVERY (1968)
 JQ0165
 JQ0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JQ0165'RECOVERED IN GOOD CONDITION.
 JQ0165
 JQ0165                          STATION RECOVERY (1984)
 JQ0165
 JQ0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0165'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0164 ***********************************************************************
 JQ0164  DESIGNATION -  MILLERS RM 2
 JQ0164  PID         -  JQ0164
 JQ0164  STATE/COUNTY-  NV/ESMERALDA
 JQ0164  USGS QUAD   -  MILLERS (1987)
 JQ0164
 JQ0164                         *CURRENT SURVEY CONTROL
 JQ0164  ___________________________________________________________________
 JQ0164* NAD 83(1986)-  38 08 21.     (N)    117 29 47.     (W)     SCALED    
 JQ0164* NAVD 88     -      1462.945  (meters)    4799.68   (feet)  ADJUSTED  
 JQ0164  ___________________________________________________________________
 JQ0164  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 JQ0164  DYNAMIC HT  -        1461.378 (meters)    4794.54  (feet)  COMP
 JQ0164  MODELED GRAV-     979,507.8   (mgal)                       NAVD 88
 JQ0164
 JQ0164  VERT ORDER  -  FIRST     CLASS II
 JQ0164
 JQ0164.The horizontal coordinates were scaled from a topographic map and have
 JQ0164.an estimated accuracy of +/- 6 seconds.
 JQ0164
 JQ0164.The orthometric height was determined by differential leveling
 JQ0164.and adjusted by the National Geodetic Survey in June 1991..
 JQ0164
 JQ0164.The geoid height was determined by GEOID03.
 JQ0164
 JQ0164.The dynamic height is computed by dividing the NAVD 88
 JQ0164.geopotential number by the normal gravity value computed on the
 JQ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0164.degrees latitude (g = 980.6199 gals.).
 JQ0164
 JQ0164.The modeled gravity was interpolated from observed gravity values.
 JQ0164
 JQ0164;                    North         East    Units  Estimated Accuracy
 JQ0164;SPC NV W     - 4,376,610.      895,280.      MT  (+/- 180 meters Scaled)
 JQ0164
 JQ0164                          SUPERSEDED SURVEY CONTROL
 JQ0164
 JQ0164  NGVD 29 (??/??/92) 1461.842  (m)         4796.06   (f) ADJ UNCH    1 2
 JQ0164
 JQ0164.Superseded values are not recommended for survey control.
 JQ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0164.See file dsdata.txt to determine how the superseded data were derived.
 JQ0164
 JQ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC565213(NAD 83)
 JQ0164_MARKER: DR = REFERENCE MARK DISK
 JQ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0164_STAMPING: MILLERS NO 2 1952
 JQ0164_MARK LOGO: CGS   
 JQ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0164+STABILITY: SURFACE MOTION
 JQ0164
 JQ0164  HISTORY     - Date     Condition        Report By
 JQ0164  HISTORY     - 1952     MONUMENTED       CGS
 JQ0164  HISTORY     - 1953     GOOD             NGS
 JQ0164  HISTORY     - 1984     GOOD             NGS
 JQ0164
 JQ0164                          STATION DESCRIPTION
 JQ0164
 JQ0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0164'15.9 MI W FROM TONOPAH.
 JQ0164'15.9 MILES WEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 JQ0164'TONOPAH, 0.05 MILE WEST OF CULVERT D 910+00, ON A GRAVEL-COVERED FLAT,
 JQ0164'147 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 52.1 FEET
 JQ0164'WEST-NORTHWEST OF MILLERS R.M. 1, 34.2 FEET NORTHWEST OF TRIANGULATION
 JQ0164'STATION MILLERS, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 JQ0164'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 JQ0164'FOOT ABOVE THE GROUND.
 JQ0164
 JQ0164                          STATION RECOVERY (1984)
 JQ0164
 JQ0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0164'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0648 ***********************************************************************
 LQ0648  DESIGNATION -  MILLICK
 LQ0648  PID         -  LQ0648
 LQ0648  STATE/COUNTY-  NV/ELKO
 LQ0648  USGS QUAD   -  WHITE HORSE MOUNTAIN (1982)
 LQ0648
 LQ0648                         *CURRENT SURVEY CONTROL
 LQ0648  ___________________________________________________________________
 LQ0648* NAD 83(1994)-  40 17 55.06424(N)    114 20 54.40407(W)     ADJUSTED  
 LQ0648* NAVD 88     -      1709.21   (+/-2cm)    5607.6    (feet)  VERTCON   
 LQ0648  ___________________________________________________________________
 LQ0648  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 LQ0648  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 LQ0648
 LQ0648  HORZ ORDER  -  THIRD
 LQ0648  VERT ORDER  -  THIRD ? (See Below)
 LQ0648
 LQ0648.The horizontal coordinates were established by classical geodetic methods
 LQ0648.and adjusted by the National Geodetic Survey in June 1998..
 LQ0648
 LQ0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0648.The vertical order pertains to the NGVD 29 superseded value.
 LQ0648
 LQ0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0648
 LQ0648.The geoid height was determined by GEOID03.
 LQ0648
 LQ0648;                    North         East     Units Scale Factor Converg.
 LQ0648;SPC NV E     - 8,616,499.905   304,981.869   MT  1.00003563   +0 47 55.5
 LQ0648;SPC NV E     -28,269,300.10  1,000,594.68   sFT  1.00003563   +0 47 55.5
 LQ0648;UTM  11      - 4,464,276.967   725,360.142   MT  1.00022522   +1 42 56.4
 LQ0648
 LQ0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0648!SPC NV E     -   0.99973487  x   1.00003563  =   0.99977049
 LQ0648!UTM  11      -   0.99973487  x   1.00022522  =   0.99996003
 LQ0648
 LQ0648:                Primary Azimuth Mark                     Grid Az
 LQ0648:SPC NV E     -  B 191                                    225 22 41.5
 LQ0648:UTM  11      -  B 191                                    224 27 40.6
 LQ0648
 LQ0648|---------------------------------------------------------------------|
 LQ0648| PID    Reference Object                     Distance      Geod. Az  |
 LQ0648|                                                           dddmmss.s |
 LQ0648| LQ0184 B 191                                              2261037.0 |
 LQ0648|---------------------------------------------------------------------|
 LQ0648
 LQ0648                          SUPERSEDED SURVEY CONTROL
 LQ0648
 LQ0648  NAD 83(1994)-  40 17 55.06392(N)    114 20 54.40386(W) AD(       ) 3
 LQ0648  NAD 83(1986)-  40 17 55.05782(N)    114 20 54.40123(W) AD(       ) 3
 LQ0648  NAD 27      -  40 17 55.30255(N)    114 20 51.34136(W) AD(       ) 3
 LQ0648  NGVD 29 (07/19/86) 1708.09   (m)         5604.0    (f) LEVELING    3  
 LQ0648
 LQ0648.Superseded values are not recommended for survey control.
 LQ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0648.See file dsdata.txt to determine how the superseded data were derived.
 LQ0648
 LQ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE2536064277(NAD 83)
 LQ0648_MARKER: DS = TRIANGULATION STATION DISK
 LQ0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0648_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0648
 LQ0648  HISTORY     - Date     Condition        Report By
 LQ0648  HISTORY     - 1965     MONUMENTED       CGS
 LQ0648
 LQ0648                          STATION DESCRIPTION
 LQ0648
 LQ0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0648'STATION IS LOCATED ABOUT 35 MILES SOUTHWEST OF WENDOVER, UTAH,
 LQ0648'ABOUT 21 MILES EAST-NORTHEAST OF CURRIE, ABOUT 22 MILES NORTHEAST
 LQ0648'OF JUNCTION OF U.S. HIGHWAYS 93 AND ALTERNATE 50 AND ON EAST
 LQ0648'SIDE OF U.S. HIGHWAY ALTERNATE 50.
 LQ0648'
 LQ0648'STATION IS A STANDARD DISK STAMPED MILLICK 1965, IS SET IN THE TOP
 LQ0648'OF CONCRETE CYLINDER WHICH PROJECTS ABOUT 3 INCHES ABOVE THE
 LQ0648'SURFACE OF THE GROUND.  THE MARK IS 74 FEET SOUTHEAST OF CENTER
 LQ0648'OF HIGHWAY, 57 FEET NORTH OF A DRAIN DITCH AND 5.7 FEET SOUTH OF
 LQ0648'WITNESS POST.
 LQ0648'
 LQ0648'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED MILLICK NO 1
 LQ0648'1965, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 LQ0648'ABOUT 2 INCHES ABOVE THE SURFACE OF GROUND.  THE MARK IS 99.4
 LQ0648'FEET SOUTHEAST OF HIGHWAY, 32.8 FEET SOUTH OF THE WITNESS POST
 LQ0648'AND 30.5 FEET NORTH OF THE DRAIN DITCH.
 LQ0648'
 LQ0648'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED MILLICK NO 2
 LQ0648'1965, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 LQ0648'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 LQ0648'53 FEET NORTH OF THE DRAIN DITCH, 51.5 FEET SOUTHEAST OF
 LQ0648'CENTER OF THE HIGHWAY AND 37 FEET WEST OF THE WITNESS POST.
 LQ0648'
 LQ0648'AZIMUTH MARK, IS A BENCH MARK STAMPED B 191 1958, IS SET IN THE
 LQ0648'TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 7 INCHES ABOVE
 LQ0648'THE GROUND.  THE MARK IS 60.5 FEET EAST OF CENTER OF THE
 LQ0648'HIGHWAY, 34 FEET SOUTH OF CENTER OF TRACK ROAD AND 2.8 FEET WEST
 LQ0648'OF WITNESS POST.
 LQ0648'
 LQ0648'TO REACH FROM JUNCTION OF U.S. HIGHWAYS 93 AND ALTERNATE 50,
 LQ0648'ABOUT 16 MILES SOUTHEAST OF CURRIE, GO NORTHEASTERLY ON U.S.
 LQ0648'HIGHWAY ALTERNATE 50 FOR 13.0 MILES TO ABANDON SERVICE STATION ON
 LQ0648'RIGHT, CONTINUE ON U.S. HIGHWAY ALTERNATE 50 FOR 9.25 MILES
 LQ0648'TO AZIMUTH MARK (BM B 191) ON RIGHT AS DESCRIBED, CONTINUE
 LQ0648'NORTHEASTERLY ON U.S. HIGHWAY ALTERNATE 50 FOR 0.4 MILE TO
 LQ0648'SIGN ON LEFT, DOLLY VARDEN, CONTINUE ON HIGHWAY 0.3 MILE TO
 LQ0648'STATION ON RIGHT AS DESCRIBED.
 LQ0648'
 LQ0648'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8165 ***********************************************************************
 AH8165  DESIGNATION -  MINA NPD
 AH8165  PID         -  AH8165
 AH8165  STATE/COUNTY-  NV/MINERAL
 AH8165  USGS QUAD   -  MINA NW (1982)
 AH8165
 AH8165                         *CURRENT SURVEY CONTROL
 AH8165  ___________________________________________________________________
 AH8165* NAD 83(1994)-  38 26 35.11200(N)    118 14 44.14083(W)     ADJUSTED  
 AH8165* NAVD 88     -      2465.6    (meters)    8089.     (feet)  VERTCON   
 AH8165  ___________________________________________________________________
 AH8165  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 AH8165  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AH8165
 AH8165  HORZ ORDER  -  THIRD
 AH8165
 AH8165.The horizontal coordinates were established by classical geodetic methods
 AH8165.and adjusted by the National Geodetic Survey in February 1999..
 AH8165
 AH8165.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8165
 AH8165.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8165
 AH8165.The geoid height was determined by GEOID03.
 AH8165
 AH8165;                    North         East     Units Scale Factor Converg.
 AH8165;SPC NV W     - 4,409,835.651   829,482.136   MT  0.99991070   +0 12 36.0
 AH8165;SPC NV W     -14,467,935.80  2,721,392.64   sFT  0.99991070   +0 12 36.0
 AH8165;UTM  11      - 4,255,712.950   391,299.418   MT  0.99974551   -0 46 28.2
 AH8165
 AH8165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8165!SPC NV W     -   0.99961714  x   0.99991070  =   0.99952787
 AH8165!UTM  11      -   0.99961714  x   0.99974551  =   0.99936275
 AH8165
 AH8165                          SUPERSEDED SURVEY CONTROL
 AH8165
 AH8165  NGVD 29 (02/26/99) 2464.3    (m)         8085.     (f) VERT ANG       
 AH8165
 AH8165.Superseded values are not recommended for survey control.
 AH8165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8165.See file dsdata.txt to determine how the superseded data were derived.
 AH8165
 AH8165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC9129955713(NAD 83)
 AH8165_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AH8165_SETTING: 66 = SET IN ROCK OUTCROP
 AH8165_PROJECTION: FLUSH
 AH8165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8165+STABILITY: POSITION/ELEVATION WELL
 AH8165
 AH8165  HISTORY     - Date     Condition        Report By
 AH8165  HISTORY     - 1942     MONUMENTED       NVDH
 AH8165  HISTORY     - 1967     GOOD             USGS
 AH8165
 AH8165                          STATION DESCRIPTION
 AH8165
 AH8165'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AH8165'LOCATED ON A HIGH GRAY PEAK NW. OF MINA.
 AH8165'NOTE BY USGS, 1967--THE ROCK CAIRN BY NPD, 1942 WAS FOUND, BUT NOT THE
 AH8165'DRILL HOLE.
 AH8165'TO REACH FROM THE POST OFICE AT LUNING, DRIVE NW., 1 MI. TO SMALL
 AH8165'SUB-STATION AND DIRT RD. LEADING SW., TAKE DIRT RD. SW. 4.6 MI. TO END
 AH8165'OF TRUCK TRAVEL.  PACK SW. UP RIDGE TO HIGHEST TOP AND STATION. ABOUT
 AH8165'A 1 HOUR AND 40-MINUTE PACK.
 AH8165'STATION MARK--GROUND AT CENTER OF 3-FT. ROCK CAIRN AND CHISELED MARK
 AH8165'ON ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1202 ***********************************************************************
 JR1202  DESIGNATION -  MINDEN
 JR1202  PID         -  JR1202
 JR1202  STATE/COUNTY-  NV/DOUGLAS
 JR1202  USGS QUAD   -  MINDEN (1982)
 JR1202
 JR1202                         *CURRENT SURVEY CONTROL
 JR1202  ___________________________________________________________________
 JR1202* NAD 83(1994)-  38 58 14.13741(N)    119 46 44.59374(W)     ADJUSTED  
 JR1202* NAVD 88     -      1431.0    (meters)    4695.     (feet)  VERTCON   
 JR1202  ___________________________________________________________________
 JR1202  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 JR1202  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 JR1202
 JR1202  HORZ ORDER  -  SECOND
 JR1202
 JR1202.The horizontal coordinates were established by classical geodetic methods
 JR1202.and adjusted by the National Geodetic Survey in June 1998..
 JR1202
 JR1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1202
 JR1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1202
 JR1202.The geoid height was determined by GEOID03.
 JR1202
 JR1202;                    North         East     Units Scale Factor Converg.
 JR1202;SPC NV W     - 4,469,014.309   696,384.946   MT  1.00003216   -0 45 07.5
 JR1202;SPC NV W     -14,662,091.11  2,284,722.94   sFT  1.00003216   -0 45 07.5
 JR1202;SPC CA 2     -   647,094.337 2,192,436.992   MT  0.99991665   +1 24 00.9
 JR1202;SPC CA 2     - 2,123,008.67  7,193,020.36   sFT  0.99991665   +1 24 00.9
 JR1202;UTM  11      - 4,317,187.179   259,237.354   MT  1.00031383   -1 44 55.1
 JR1202
 JR1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1202!SPC NV W     -   0.99977939  x   1.00003216  =   0.99981155
 JR1202!SPC CA 2     -   0.99977939  x   0.99991665  =   0.99969606
 JR1202!UTM  11      -   0.99977939  x   1.00031383  =   1.00009316
 JR1202
 JR1202:                Primary Azimuth Mark                     Grid Az
 JR1202:SPC NV W     -  DOUGLAS TAHOE AIRPORT BEACON             030 07 06.5
 JR1202:SPC CA 2     -  DOUGLAS TAHOE AIRPORT BEACON             027 57 58.1
 JR1202:UTM  11      -  DOUGLAS TAHOE AIRPORT BEACON             031 06 54.1
 JR1202
 JR1202|---------------------------------------------------------------------|
 JR1202| PID    Reference Object                     Distance      Geod. Az  |
 JR1202|                                                           dddmmss.s |
 JR1202| KR1681 DOUGLAS TAHOE AIRPORT BEACON        APPROX. 3.8 KM 0292159.0 |
 JR1202|---------------------------------------------------------------------|
 JR1202
 JR1202                          SUPERSEDED SURVEY CONTROL
 JR1202
 JR1202  NAD 83(1992)-  38 58 14.13061(N)    119 46 44.57688(W) AD(       ) 2
 JR1202  NAD 83(1986)-  38 58 14.10128(N)    119 46 44.55986(W) AD(       ) 2
 JR1202  NAD 27      -  38 58 14.43600(N)    119 46 40.91500(W) AD(       ) 2
 JR1202  NGVD 29 (07/19/86) 1429.9    (m)         4691.     (f) VERT ANG       
 JR1202
 JR1202.Superseded values are not recommended for survey control.
 JR1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1202.See file dsdata.txt to determine how the superseded data were derived.
 JR1202
 JR1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5923717187(NAD 83)
 JR1202
 JR1202  HISTORY     - Date     Condition        Report By
 JR1202  HISTORY     - 1951     MONUMENTED       CGS
 JR1202  HISTORY     - 1972     SEE DESCRIPTION  NGS
 JR1202
 JR1202                          STATION DESCRIPTION
 JR1202
 JR1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LGT)
 JR1202'THE STATION IS LOCATED ABOUT 13 MILES AIR LINE SOUTH OF CARSON
 JR1202'CITY AND 1-1/2 MILES AIR LINE NORTHWEST OF MINDEN.  IT IS
 JR1202'70 FEET NORTHEAST OF THE INTERSECTION OF A PAVED ROAD AND
 JR1202'U.S. HIGHWAY 395, 27 FEET EAST OF THE CENTER LINE OF U.S.
 JR1202'HIGHWAY 395, AND 15 FEET WEST OF A CONCRETE RIGHT-OF-WAY
 JR1202'MARKER AND A FENCE.
 JR1202'
 JR1202'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND 395, ABOUT
 JR1202'3 MILES SOUTH OF CARSON CITY, GO SOUTH ON U.S. HIGHWAY 395
 JR1202'FOR 10.1 MILES TO THE STATION ON THE LEFT.
 JR1202'
 JR1202'THE MARK IS A 3/4 INCHIRON PIPE DRIVEN IN THE GROUND AND IS
 JR1202'FLUSH WITH THE GROUND.  THE MARK WAS ESTABLISHED BY THE NEVADA
 JR1202'HIGHWAY DEPARTMENT AND IS NOT STAMPED.
 JR1202
 JR1202                          STATION RECOVERY (1972)
 JR1202
 JR1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLS)
 JR1202'STATION LOST.
 JR1202'
 JR1202'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.4 MILES
 JR1202'NW OF MINDEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0512 ***********************************************************************
 JR0512  DESIGNATION -  MINDEN MAGNETIC STATION
 JR0512  PID         -  JR0512
 JR0512  STATE/COUNTY-  NV/DOUGLAS
 JR0512  USGS QUAD   -  MINDEN (1982)
 JR0512
 JR0512                         *CURRENT SURVEY CONTROL
 JR0512  ___________________________________________________________________
 JR0512* NAD 83(1986)-  38 57 13.     (N)    119 46 08.     (W)     SCALED    
 JR0512* NAVD 88     -      1440.18   (+/-2cm)    4725.0    (feet)  VERTCON   
 JR0512  ___________________________________________________________________
 JR0512  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 JR0512
 JR0512  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0512
 JR0512.The horizontal coordinates were scaled from a topographic map and have
 JR0512.an estimated accuracy of +/- 6 seconds.
 JR0512
 JR0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0512.The vertical order pertains to the NGVD 29 superseded value.
 JR0512
 JR0512.The geoid height was determined by GEOID03.
 JR0512
 JR0512;                    North         East    Units  Estimated Accuracy
 JR0512;SPC NV W     - 4,467,120.      697,240.      MT  (+/- 180 meters Scaled)
 JR0512
 JR0512                          SUPERSEDED SURVEY CONTROL
 JR0512
 JR0512  NGVD 29 (??/??/92) 1439.056  (m)         4721.30   (f) ADJ UNCH    2 0
 JR0512
 JR0512.Superseded values are not recommended for survey control.
 JR0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0512.See file dsdata.txt to determine how the superseded data were derived.
 JR0512
 JR0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD600152(NAD 83)
 JR0512_MARKER: DM = MAGNETIC STATION DISK
 JR0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0512_STAMPING: 1926
 JR0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0512+STABILITY: SURFACE MOTION
 JR0512
 JR0512  HISTORY     - Date     Condition        Report By
 JR0512  HISTORY     - 1926     MONUMENTED       CGS
 JR0512  HISTORY     - 1951     GOOD             NGS
 JR0512
 JR0512                          STATION DESCRIPTION
 JR0512
 JR0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0512'AT MINDEN.
 JR0512'AT MINDEN, AT A SMALL CITY PARK, 0.1 MILES WEST OF THE POST
 JR0512'OFFICE, ALONG ESMERALDA STREET, 122.8 FEET SOUTH OF THE SOUTH
 JR0512'CURB OF ESMERALDA STREET, 108 FEET EAST OF THE CENTER LINE OF
 JR0512'SIXTH STREET, 37.8 FEET WEST OF THE WEST SIDE OF A LARGE BANDSTAND
 JR0512'LOCATED IN THE CENTER OF THE PARK, AND SET IN THE TOP OF A
 JR0512'CONCRETE POST FLUSH WITH THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR2565 ***********************************************************************
 HR2565  DESIGNATION -  MINE
 HR2565  PID         -  HR2565
 HR2565  STATE/COUNTY-  NV/ESMERALDA
 HR2565  USGS QUAD   -  MT MONTGOMERY (1994)
 HR2565
 HR2565                         *CURRENT SURVEY CONTROL
 HR2565  ___________________________________________________________________
 HR2565* NAD 83(1994)-  37 53 22.18977(N)    118 18 30.60224(W)     ADJUSTED  
 HR2565* NAVD 88     -      3125.     (meters)   10253.     (feet)  SCALED    
 HR2565  ___________________________________________________________________
 HR2565  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 HR2565  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 HR2565
 HR2565  HORZ ORDER  -  THIRD
 HR2565
 HR2565.The horizontal coordinates were established by classical geodetic methods
 HR2565.and adjusted by the National Geodetic Survey in June 1998..
 HR2565
 HR2565.The orthometric height was scaled from a topographic map.
 HR2565
 HR2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2565
 HR2565.The geoid height was determined by GEOID03.
 HR2565
 HR2565;                    North         East     Units Scale Factor Converg.
 HR2565;SPC NV W     - 4,348,375.147   824,173.016   MT  0.99990719   +0 10 07.6
 HR2565;SPC NV W     -14,266,294.13  2,703,974.30   sFT  0.99990719   +0 10 07.6
 HR2565;SPC CA 3     -   656,465.097 2,192,742.547   MT  0.99993209   +1 20 30.1
 HR2565;SPC CA 3     - 2,153,752.57  7,194,022.84   sFT  0.99993209   +1 20 30.1
 HR2565;UTM  11      - 4,194,361.566   384,942.488   MT  0.99976305   -0 48 13.3
 HR2565
 HR2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2565!SPC NV W     -   0.99951382  x   0.99990719  =   0.99942106
 HR2565!SPC CA 3     -   0.99951382  x   0.99993209  =   0.99944595
 HR2565!UTM  11      -   0.99951382  x   0.99976305  =   0.99927699
 HR2565
 HR2565:                Primary Azimuth Mark                     Grid Az
 HR2565:SPC NV W     -  WHITE                                    217 45 09.2
 HR2565:SPC CA 3     -  WHITE                                    216 34 46.7
 HR2565:UTM  11      -  WHITE                                    218 43 30.1
 HR2565
 HR2565|---------------------------------------------------------------------|
 HR2565| PID    Reference Object                     Distance      Geod. Az  |
 HR2565|                                                           dddmmss.s |
 HR2565| HR2573 WHITE                               APPROX. 6.1 KM 2175516.8 |
 HR2565|---------------------------------------------------------------------|
 HR2565
 HR2565                          SUPERSEDED SURVEY CONTROL
 HR2565
 HR2565  NAD 83(1992)-  37 53 22.19022(N)    118 18 30.61010(W) AD(       ) 3
 HR2565  NAD 83(1986)-  37 53 22.20004(N)    118 18 30.60062(W) AD(       ) 3
 HR2565  NAD 27      -  37 53 22.42600(N)    118 18 27.19700(W) AD(       ) 3
 HR2565
 HR2565.Superseded values are not recommended for survey control.
 HR2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2565.See file dsdata.txt to determine how the superseded data were derived.
 HR2565
 HR2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB8494294362(NAD 83)
 HR2565
 HR2565  HISTORY     - Date     Condition        Report By
 HR2565  HISTORY     - 1894     MONUMENTED       CGS
 HR2565  HISTORY     - 1895     SEE DESCRIPTION  CGS
 HR2565
 HR2565                          STATION DESCRIPTION
 HR2565
 HR2565'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (CHS)
 HR2565'SO CALLED BECAUSE IT IS NEAR THE INDIAN QUEEN MINE.  IT IS ON TOP
 HR2565'OF THE RIDGE TO THE E OF THE MINE AND IS MARKED BY A DRILL HOLE
 HR2565'IN A STONE AND A PILE OF STONES AROUND THE POLE.
 HR2565
 HR2565                          STATION RECOVERY (1895)
 HR2565
 HR2565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HR2565'ON THE MAIN RIDGE OF THE WHITE MOUNTAINS DIRECTLY ABOVE THE
 HR2565'INDIAN QUEEN MINE, ABOUT 3/4 MILE NE OF THE PASS WHERE THE TRAIL
 HR2565'FROM THE INDIAN QUEEN TO FISH LAKE VALLEY CROSSES THE MOUNTAIN.
 HR2565'THE RIDGE IS COVERED WITH A GROWTH OF NUT AND SUGAR PINE.
 HR2565'
 HR2565'MARKED BY DRILL HOLE IN ROCK, POLE AND CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1888 ***********************************************************************
 KR1888  DESIGNATION -  MINE
 KR1888  PID         -  KR1888
 KR1888  STATE/COUNTY-  NV/CHURCHILL
 KR1888  USGS QUAD   -  BELL MOUNTAIN (1972)
 KR1888
 KR1888                         *CURRENT SURVEY CONTROL
 KR1888  ___________________________________________________________________
 KR1888* NAD 83(1986)-  39 12 16.     (N)    118 03 24.     (W)     SCALED    
 KR1888* NAVD 88     -      1977.58   (+/-2cm)    6488.1    (feet)  VERTCON   
 KR1888  ___________________________________________________________________
 KR1888  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 KR1888
 KR1888  VERT ORDER  -  THIRD ? (See Below)
 KR1888
 KR1888.The horizontal coordinates were scaled from a topographic map and have
 KR1888.an estimated accuracy of +/- 6 seconds.
 KR1888
 KR1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1888.The vertical order pertains to the NGVD 29 superseded value.
 KR1888
 KR1888.The geoid height was determined by GEOID03.
 KR1888
 KR1888;                    North         East    Units  Estimated Accuracy
 KR1888;SPC NV W     - 4,494,430.      845,490.      MT  (+/- 180 meters Scaled)
 KR1888
 KR1888                          SUPERSEDED SURVEY CONTROL
 KR1888
 KR1888  NGVD 29 (07/19/86) 1976.40   (m)         6484.2    (f) LEVELING    3  
 KR1888
 KR1888.Superseded values are not recommended for survey control.
 KR1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1888.See file dsdata.txt to determine how the superseded data were derived.
 KR1888
 KR1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD087399(NAD 83)
 KR1888
 KR1888  HISTORY     - Date     Condition        Report By
 KR1888  HISTORY     - 1954     MONUMENTED       CGS
 KR1888
 KR1888                          STATION DESCRIPTION
 KR1888
 KR1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KR1888'PRE-EARTHQUAKE POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1889 ***********************************************************************
 KR1889  DESIGNATION -  MINE
 KR1889  PID         -  KR1889
 KR1889  STATE/COUNTY-  NV/CHURCHILL
 KR1889  USGS QUAD   -  BELL MOUNTAIN (1972)
 KR1889
 KR1889                         *CURRENT SURVEY CONTROL
 KR1889  ___________________________________________________________________
 KR1889* NAD 83(1986)-  39 12 16.     (N)    118 03 24.     (W)     SCALED    
 KR1889* NAVD 88     -      1978.17   (+/-2cm)    6490.0    (feet)  VERTCON   
 KR1889  ___________________________________________________________________
 KR1889  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 KR1889
 KR1889  VERT ORDER  -  THIRD ? (See Below)
 KR1889
 KR1889.The horizontal coordinates were scaled from a topographic map and have
 KR1889.an estimated accuracy of +/- 6 seconds.
 KR1889
 KR1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1889.The vertical order pertains to the NGVD 29 superseded value.
 KR1889
 KR1889.The geoid height was determined by GEOID03.
 KR1889
 KR1889;                    North         East    Units  Estimated Accuracy
 KR1889;SPC NV W     - 4,494,430.      845,490.      MT  (+/- 180 meters Scaled)
 KR1889
 KR1889                          SUPERSEDED SURVEY CONTROL
 KR1889
 KR1889  NGVD 29 (07/19/86) 1977.00   (m)         6486.2    (f) LEVELING    3  
 KR1889
 KR1889.Superseded values are not recommended for survey control.
 KR1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1889.See file dsdata.txt to determine how the superseded data were derived.
 KR1889
 KR1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD087399(NAD 83)
 KR1889_MARKER: DS = TRIANGULATION STATION DISK
 KR1889_SETTING: 0 = UNSPECIFIED SETTING
 KR1889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1889
 KR1889  HISTORY     - Date     Condition        Report By
 KR1889  HISTORY     - 1954     MONUMENTED       CGS
 KR1889  HISTORY     - 1955     GOOD             CGS
 KR1889  HISTORY     - 1955     GOOD             AMS
 KR1889  HISTORY     - 1966     GOOD             CGS
 KR1889  HISTORY     - 1972     GOOD             USE
 KR1889
 KR1889                          STATION DESCRIPTION
 KR1889
 KR1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LGT)
 KR1889'THE STATION IS ON A HIGH, ROUND HILL OVERLOOKING A VALLEY
 KR1889'TO THE NORTHEAST.  IT IS ABOUT 12 MILES SOUTHWEST OF EASTGATE,
 KR1889'ABOUT 13 MILES EAST OF FRENCHMANS STATION, ABOUT 6 MILES
 KR1889'SOUTH-SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 KR1889'HIGHWAY 23, ABOUT 1.8 MILES WEST OF STATE HIGHWAY 23, AND
 KR1889'ABOUT 0.6 MILE NORTH OF A MINERS CABIN.
 KR1889'
 KR1889'TO REACH THE STATION FROM FRENCHMANS STATION (ABOUT 36 MILES
 KR1889'EAST ON U.S. HIGHWAY 50 FROM FALLON), GO EAST ON U.S. HIGHWAY
 KR1889'50 FOR 14.2 MILES TO THE JUNCTION OF STATE HIGHWAY 23.  TURN
 KR1889'RIGHT ON STATE HIGHWAY 23 AND GO SOUTH FOR 5.4 MILES TO A TRACK
 KR1889'ROAD TO THE RIGHT IN A DEEP WASH.  TURN RIGHT, DOWN THE WASH,
 KR1889'AND GO 1.7 MILES TO A WITNESS POST ABOUT 5 PACES SOUTH OF THE
 KR1889'ROAD AND THE AZIMUTH MARK ABOUT 18 PACES SOUTH OF THE WITNESS
 KR1889'POST, IN A BOULDER.  CONTINUE DOWN THE WASH FOR 1 MILE TO A
 KR1889'DIM FORK JUST AFTER LEAVING THE BOTTOM OF THE WASH.  KEEP
 KR1889'RIGHT ON THE MAIN TRAVELED ROAD UP THE HILL TO ITS END, A
 KR1889'SHORT DISTANCE AFTER PASSING A CABIN ON THE LEFT.  FROM
 KR1889'THE END OF THE ROAD A FOUR-WHEEL DRIVE VEHICLE CAN CONTINUE
 KR1889'NORTH UP THE HILL TO THE HIGHEST POINT AND THE STATION.
 KR1889'
 KR1889'THE STATION MARK IS A STANDARD DISK STAMPED MINE 1954.  IT IS
 KR1889'BRAZED TO THE TOP OF A LENGTH OF SOIL PIPE WHICH IS SET
 KR1889'IN THE GROUND AND PROJECTS ABOUT 5 INCHES.
 KR1889'
 KR1889'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MINE NO 1 1954.
 KR1889'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 KR1889'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE.
 KR1889'
 KR1889'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MINE NO 2 1954.
 KR1889'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 KR1889'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE AND IS ABOUT 2 FEET
 KR1889'LOWER THAN THE STATION.
 KR1889'
 KR1889'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MINE 1954.  IT IS
 KR1889'CEMENTED IN A DRILL HOLE IN A 30 IN X 24 IN BOULDER WHICH
 KR1889'PROJECTS ABOUT 10 INCHES ABOVE THE SURFACE.
 KR1889
 KR1889                          STATION RECOVERY (1955)
 KR1889
 KR1889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KR1889'THE STATION AND ALL MARKS WERE RECOVERED AS PER THE 1954 DESCRIPTION
 KR1889'AND IN GOOD CONDITION.  THE 1955 OBSERVED DIRECTIONS TO THE
 KR1889'REFERENCE MARKS AND THE AZIMUTH MARK DID NOT CHECK THE 1954
 KR1889'DATA.  DIFFERENCES IN THE DISTANCES TO REFERENCE MARKS 1 AND 2
 KR1889'WERE NOTED.  THE FOLLOWING IS AN ADAPTATION OF THE PREVIOUS ROUTE
 KR1889'TO THE STATION, WITH ANY MILEAGE CHANGES NOTED--
 KR1889'
 KR1889'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 KR1889'23 (ABOUT 48 MILES EAST OF FALLON), GO SOUTH ON STATE HIGHWAY
 KR1889'23 FOR 5.05 MILES TO A TRACK ROAD RIGHT, LEADING UP A DEEP
 KR1889'WASH.  TURN RIGHT, UP THE WASH, FOR 1.65 MILES TO THE AZIMUTH
 KR1889'MARK ON THE LEFT, 65.5 FEET SOUTH OF THE CENTER OF THE ROAD
 KR1889'AND 49 FEET SOUTHEAST OF A WITNESS POST.  CONTINUE UP THE WASH
 KR1889'FOR 0.95 MILE TO A DIM FORK.  LEAVE THE WASH, TURN RIGHT ON
 KR1889'A NARROW BLADED ROAD AND GO UP STEEP WINDING ROAD TO ITS END,
 KR1889'A SHORT DISTANCE AFTER PASSING A CABIN ON THE LEFT.  CONTINUE
 KR1889'UP HILL, NORTHWESTERLY, TO THE HIGHEST POINT AND THE
 KR1889'STATION.  A TOTAL DISTANCE OF 0.8 MILE FROM WHERE YOU LEAVE
 KR1889'THE WASH.  A 4-WHEEL DRIVE VEHICLE IS REQUIRED FOR THE LAST
 KR1889'0.5 MILE.
 KR1889
 KR1889                          STATION RECOVERY (1955)
 KR1889
 KR1889'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 KR1889'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION, SET
 KR1889'ON 2-INCH PIPE IN CONCRETE, PROJECTING 0.4 FOOT.
 KR1889'
 KR1889'REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE RECOVERED
 KR1889'IN GOOD CONDITION.
 KR1889'
 KR1889'THE MARK IS ON HIGHEST POINT OF ROUND TOP MOUNTAIN.  IT IS 67
 KR1889'FEET WEST OF DARK GRASSY SPOT AND 125 FEET SOUTH OF DARK ROCK
 KR1889'OUTCROP.
 KR1889
 KR1889                          STATION RECOVERY (1966)
 KR1889
 KR1889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KR1889'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KR1889'WERE RECOVERED AS DESCRIBED IN 1954.  THE OLD ROUTE TO THE
 KR1889'STATION IS ADEQUATE.
 KR1889'
 KR1889'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 KR1889'SOUTHWEST OF EAST GATE.
 KR1889
 KR1889                          STATION RECOVERY (1972)
 KR1889
 KR1889'RECOVERY NOTE BY US ENGINEERS 1972 (JLS)
 KR1889'MINE 1954-GOOD
 KR1889'
 KR1889'AZIMUTH AND BOTH REFERENCE MARKS IN GOOD CONDITION.
 KR1889'
 KR1889'1955 DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0523 ***********************************************************************
 MV0523  DESIGNATION -  MINE
 MV0523  PID         -  MV0523
 MV0523  STATE/COUNTY-  NV/HUMBOLDT
 MV0523  USGS QUAD   -  CALAVERA CANYON (1991)
 MV0523
 MV0523                         *CURRENT SURVEY CONTROL
 MV0523  ___________________________________________________________________
 MV0523* NAD 83(1994)-  41 49 01.84789(N)    118 09 15.16446(W)     ADJUSTED  
 MV0523* NAVD 88     -      2174.1    (meters)    7133.     (feet)  VERTCON   
 MV0523  ___________________________________________________________________
 MV0523  LAPLACE CORR-          12.52  (seconds)                    DEFLEC99
 MV0523  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 MV0523
 MV0523  HORZ ORDER  -  THIRD
 MV0523
 MV0523.The horizontal coordinates were established by classical geodetic methods
 MV0523.and adjusted by the National Geodetic Survey in June 1998..
 MV0523
 MV0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0523
 MV0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0523
 MV0523.The geoid height was determined by GEOID03.
 MV0523
 MV0523;                    North         East     Units Scale Factor Converg.
 MV0523;SPC NV W     - 4,784,483.023   835,651.056   MT  0.99991564   +0 17 10.0
 MV0523;SPC NV W     -15,697,091.38  2,741,631.84   sFT  0.99991564   +0 17 10.0
 MV0523;UTM  11      - 4,630,122.097   404,137.025   MT  0.99971308   -0 46 10.7
 MV0523
 MV0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0523!SPC NV W     -   0.99966216  x   0.99991564  =   0.99957783
 MV0523!UTM  11      -   0.99966216  x   0.99971308  =   0.99937534
 MV0523
 MV0523|---------------------------------------------------------------------|
 MV0523| PID    Reference Object                     Distance      Geod. Az  |
 MV0523|                                                           dddmmss.s |
 MV0523| CS8519 MINE RM 1                            21.351 METERS 18051     |
 MV0523| CS8520 MINE RM 2                            10.449 METERS 24235     |
 MV0523|---------------------------------------------------------------------|
 MV0523
 MV0523                          SUPERSEDED SURVEY CONTROL
 MV0523
 MV0523  NAD 83(1991)-  41 49 01.84861(N)    118 09 15.16423(W) AD(       ) 3
 MV0523  NGVD 29 (11/09/93) 2172.9    (m)         7129.     (f) VERT ANG       
 MV0523
 MV0523.Superseded values are not recommended for survey control.
 MV0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0523.See file dsdata.txt to determine how the superseded data were derived.
 MV0523
 MV0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG0413730122(NAD 83)
 MV0523_MARKER: DD = SURVEY DISK
 MV0523_SETTING: 66 = SET IN ROCK OUTCROP
 MV0523_SP_SET: SET IN BEDROCK
 MV0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0523+STABILITY: POSITION/ELEVATION WELL
 MV0523
 MV0523  HISTORY     - Date     Condition        Report By
 MV0523  HISTORY     - 1960     MONUMENTED       USGS
 MV0523
 MV0523                          STATION DESCRIPTION
 MV0523
 MV0523'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MV0523'LOCATED 28 MI NW. OF OROVADA, 9 MI NE. OF NINE MILE RANCH.  ON
 MV0523'HIGHEST POINT OF VERY PROMINENT TOP ABOUT MIDWAY ON E. SIDE OF
 MV0523'KINGS RIVER VALLEY, MOST NORTHERLY OF THREE TOPS.
 MV0523'
 MV0523'TO REACH FROM OROVADA POST OFFICE, GO 16.9 MI W. ON MAIN-TRAVELED
 MV0523'DIRT RD. TOWARD KINGS RIVER VALLEY TO Y-RD. N.  GO RIGHT 2.1 MI
 MV0523'TO T-RD. AND CORRAL.  GO LEFT 2.9 MI TO Y-RD.  GO RIGHT 4.6 MI TO
 MV0523'STOCK TANK, CONTINUE ON MAIN-TRAVELED RD. 0.5 MI TO Y-RD. AT
 MV0523'SMALL GRASSY CLEARING.  GO STRAIGHT (NW.) 0.9 MI TO Y-RD.  GO
 MV0523'RIGHT 1.4 MI TO TOP OF RIDGE.  LEAVE RD. AND GO N. 2.5 MI TO TOP
 MV0523'AND STATION.
 MV0523'
 MV0523'STATION MARK--STANDARD TABLET STAMPED---MINE 1960---, IN SOLID
 MV0523'ROCK.
 MV0523'
 MV0523'RM 1--STANDARD RM TABLET STAMPED---RM 1 1960---, IN SOLID ROCK.
 MV0523'
 MV0523'RM 2--STANDARD RM TABLET STAMPED---RM 2 1960---, IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR0244 ***********************************************************************
 HR0244  DESIGNATION -  MINER
 HR0244  PID         -  HR0244
 HR0244  STATE/COUNTY-  NV/MINERAL
 HR0244  USGS QUAD   -  MT MONTGOMERY (1994)
 HR0244
 HR0244                         *CURRENT SURVEY CONTROL
 HR0244  ___________________________________________________________________
 HR0244* NAD 83(1994)-  37 58 22.30660(N)    118 19 48.05603(W)     ADJUSTED  
 HR0244* NAVD 88     -      2177.66   (+/-2cm)    7144.5    (feet)  VERTCON   
 HR0244  ___________________________________________________________________
 HR0244  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 HR0244  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 HR0244
 HR0244  HORZ ORDER  -  THIRD
 HR0244  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0244
 HR0244.The horizontal coordinates were established by classical geodetic methods
 HR0244.and adjusted by the National Geodetic Survey in June 1998..
 HR0244
 HR0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0244.The vertical order pertains to the NGVD 29 superseded value.
 HR0244
 HR0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR0244
 HR0244.The geoid height was determined by GEOID03.
 HR0244
 HR0244;                    North         East     Units Scale Factor Converg.
 HR0244;SPC NV W     - 4,357,622.087   822,255.512   MT  0.99990610   +0 09 21.1
 HR0244;SPC NV W     -14,296,631.80  2,697,683.29   sFT  0.99990610   +0 09 21.1
 HR0244;SPC CA 3     -   665,671.108 2,190,636.123   MT  0.99993665   +1 19 42.7
 HR0244;SPC CA 3     - 2,183,955.96  7,187,112.01   sFT  0.99993665   +1 19 42.7
 HR0244;UTM  11      - 4,203,638.437   383,182.596   MT  0.99976807   -0 49 06.4
 HR0244
 HR0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR0244!SPC NV W     -   0.99966230  x   0.99990610  =   0.99956843
 HR0244!SPC CA 3     -   0.99966230  x   0.99993665  =   0.99959897
 HR0244!UTM  11      -   0.99966230  x   0.99976807  =   0.99943045
 HR0244
 HR0244|---------------------------------------------------------------------|
 HR0244| PID    Reference Object                     Distance      Geod. Az  |
 HR0244|                                                           dddmmss.s |
 HR0244| DB2096 HIGHWAY 6 MARKER=RM 2                15.578 METERS 12829     |
 HR0244| HR2576 BOUNDARY                            APPROX.14.2 KM 1873501.4 |
 HR0244| HR0246 MINER AZ MK                                        2394016.6 |
 HR0244| HR0245 MINER RM 1                           15.286 METERS 24734     |
 HR0244|---------------------------------------------------------------------|
 HR0244
 HR0244                          SUPERSEDED SURVEY CONTROL
 HR0244
 HR0244  NAD 83(1992)-  37 58 22.30174(N)    118 19 48.05792(W) AD(       ) 3
 HR0244  NAD 83(1986)-  37 58 22.30004(N)    118 19 48.04919(W) AD(       ) 3
 HR0244  NAD 27      -  37 58 22.54600(N)    118 19 44.62300(W) AD(       ) 3
 HR0244  NGVD 29 (??/??/92) 2176.279  (m)         7140.01   (f) ADJ UNCH    1 2
 HR0244
 HR0244.Superseded values are not recommended for survey control.
 HR0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0244.See file dsdata.txt to determine how the superseded data were derived.
 HR0244
 HR0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC8318303638(NAD 83)
 HR0244_MARKER: DS = TRIANGULATION STATION DISK
 HR0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0244_SP_SET: CONCRETE POST
 HR0244_STAMPING: MINER 1950
 HR0244_MARK LOGO: CGS   
 HR0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0244+STABILITY: SURFACE MOTION
 HR0244
 HR0244  HISTORY     - Date     Condition        Report By
 HR0244  HISTORY     - 1950     MONUMENTED       CGS
 HR0244  HISTORY     - 1955     SEE DESCRIPTION  CGS
 HR0244  HISTORY     - 1955     GOOD             NGS
 HR0244  HISTORY     - 1957     SEE DESCRIPTION  USE
 HR0244  HISTORY     - 1986     GOOD             NGS
 HR0244
 HR0244                          STATION DESCRIPTION
 HR0244
 HR0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HR0244'THE STATION IS LOCATED ALONG U.S. HIGHWAY 6, ON A LOW RIDGE
 HR0244'WHICH EXTENDS WESTWARD TO A HIGHER ELEVATION.  THE STATION IS
 HR0244'0.7 MILE BY ROAD SOUTHWEST OF THE MT. MONTGOMERY POST OFFICE,
 HR0244'DIRECTLY ACROSS THE HIGHWAY FROM A GRAVEL STOCK PILE.  IT IS
 HR0244'99.5 FEET WEST NORTHWEST OF AND APPROXIMATELY 15 FEET HIGHER
 HR0244'THAN HE CENTER OF THE ROAD AND 5 FEET SOUTH SOUTHWEST OF A
 HR0244'4 X 4 INCH WITNESS POST.  THE MONUMENT PROJECTS ABOUT 2 INCHES.
 HR0244'THE MARK IS STAMPED MINER 1950.
 HR0244'
 HR0244'REFERENCE MARK NUMBER 1 IS SET IN A BOULDER WHICH IS APPROXIMATELY
 HR0244'1 FOOT LOWER THAN THE STATION MARK AND PROJECTS ABOUT
 HR0244'8 INCHES.  THE MARK IS STAMPED MINER NO 1 1950.
 HR0244'
 HR0244'THE NEVADA STATE HIGHWAY MARK IS A 6 X 6 INCH CONCRETE POST
 HR0244'WITH A 1/4 INCH METAL PLUG CEMENTED IN THE TOP.  IT IS ABOUT
 HR0244'3 FEET LOWER THAN THE STATION MARK AND PROJECTS ABOUT 8 INCHES.
 HR0244'THE MARK IS NOT STAMPED.
 HR0244'
 HR0244'THE AZIMUTH MARK IS LOCATED ALONG U.S. HIGHWAY 6, ON THE NORTH
 HR0244'END OF A CUT AND ON THE SOUTH EDGE OF A DEEP WASH.  IT IS
 HR0244'11 PACES SOUTH SOUTHEAST OF HIGHWAY MARKER POST E 380+00
 HR0244'WHICH IS ON THE WEST SIDE OF THE ROAD, 12 PACES WEST OF AND
 HR0244'ABOUT 4 FEET HIGHER THAN THE CENTER OF THE HIGHWAY, AND 5
 HR0244'PACES WEST OF A 4 X 4 INCH WITNESS POST.  THE MARK IS SET
 HR0244'IN BEDROCK WHICH IS FLUSH ON THE SOUTH SIDE AND PROJECTS ABOUT
 HR0244'2 FEET ON THE NORTH SIDE.  THE MARK IS STAMPED MINER 1950.
 HR0244'
 HR0244'THE STATION IS REACHED FROM MT. MONTGOMERY POST OFFICE, 56
 HR0244'MILES NORTH OF BISHOP, CALIFORNIA ALONG U.S. HIGHWAY 6, BY
 HR0244'DRIVING SOUTHWEST ALONG THE HIGHWAY FOR 0.7 MILE TO THE STATION
 HR0244'ON THE RIGHT AS DESCRIBED ABOVE.  CONTINUE SOUTHWEST FOR 0.7
 HR0244'MILE TO THE AZIMUTH MARK ON THE RIGHT (WEST) SIDE OF THE
 HR0244'ROAD AS DESCRIBED ABOVE.  A DRIVE STATION.
 HR0244
 HR0244                          STATION RECOVERY (1955)
 HR0244
 HR0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 HR0244'THE STATION, R.M. 1, AND AZI. MARKS WERE RECOVERED IN GOOD
 HR0244'CONDITION AS DESCRIBED.  R.M. 2 HAS BEEN DESTROYED.
 HR0244
 HR0244                          STATION RECOVERY (1955)
 HR0244
 HR0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 HR0244'0.7 MI SW FROM MT MONTGOMERY.
 HR0244'0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE BAR AND CAFE AT
 HR0244'MT. MONTGOMERY, 0.4 MILE SOUTHWEST OF THE SUMMIT OF MONTGOMERY
 HR0244'PASS, AT A CUT BANK, AT THE NORTHEAST EDGE OF A SMALL DRY WASH,
 HR0244'98.3 FEET (SLOPE MEASUREMENT) NORTHWEST OF THE CENTER LINE OF THE
 HR0244'HIGHWAY, 4.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT 15 FEET
 HR0244'HIGHER THAN THE HIGHWAY, FLUSH WITH THE GROUND, AND SET IN THE
 HR0244'TOP OF A CONCRETE POST.
 HR0244
 HR0244                          STATION RECOVERY (1957)
 HR0244
 HR0244'RECOVERY NOTE BY US ENGINEERS 1957
 HR0244'STATION RECOVERED IN GOOD CONDITION.  IT IS FLUSHED WITH THE
 HR0244'TOP OF THE ROCK, WHICH PROTRUDES ABOUT 0.2 FOOT.
 HR0244'
 HR0244'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.
 HR0244'
 HR0244'REFERENCE MARK 2 (NEVADA HWY MARKER) IS BROKEN IN HALF AND
 HR0244'SOUTH SIDE IS LYING IN A PILE OF ROCKS PLACED AROUND REST
 HR0244'OF MARKER.
 HR0244'
 HR0244'AZIMUTH MARK EASILY RECOVERED FROM DESCRIPTION BUT IS BURIED
 HR0244'UNDER LOOSE SAND.
 HR0244
 HR0244                          STATION RECOVERY (1986)
 HR0244
 HR0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR0245 ***********************************************************************
 HR0245  DESIGNATION -  MINER RM 1
 HR0245  PID         -  HR0245
 HR0245  STATE/COUNTY-  NV/MINERAL
 HR0245  USGS QUAD   -  MT MONTGOMERY (1994)
 HR0245
 HR0245                         *CURRENT SURVEY CONTROL
 HR0245  ___________________________________________________________________
 HR0245* NAD 83(1986)-  37 58 23.     (N)    118 19 47.     (W)     SCALED    
 HR0245* NAVD 88     -      2177.19   (+/-2cm)    7143.0    (feet)  VERTCON   
 HR0245  ___________________________________________________________________
 HR0245  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 HR0245
 HR0245  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0245
 HR0245.The horizontal coordinates were scaled from a topographic map and have
 HR0245.an estimated accuracy of +/- 6 seconds.
 HR0245
 HR0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0245.The vertical order pertains to the NGVD 29 superseded value.
 HR0245
 HR0245.The geoid height was determined by GEOID03.
 HR0245
 HR0245;                    North         East    Units  Estimated Accuracy
 HR0245;SPC NV W     - 4,357,640.      822,280.      MT  (+/- 180 meters Scaled)
 HR0245
 HR0245                          SUPERSEDED SURVEY CONTROL
 HR0245
 HR0245  NGVD 29 (??/??/92) 2175.817  (m)         7138.49   (f) ADJ UNCH    1 2
 HR0245
 HR0245.Superseded values are not recommended for survey control.
 HR0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0245.See file dsdata.txt to determine how the superseded data were derived.
 HR0245
 HR0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC832036(NAD 83)
 HR0245_MARKER: DR = REFERENCE MARK DISK
 HR0245_SETTING: 80 = SET IN A BOULDER
 HR0245_SP_SET: BOULDER
 HR0245_STAMPING: MINER NO 1 1950
 HR0245_MARK LOGO: CGS   
 HR0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0245+STABILITY: SURFACE MOTION
 HR0245
 HR0245  HISTORY     - Date     Condition        Report By
 HR0245  HISTORY     - 1950     MONUMENTED       CGS
 HR0245  HISTORY     - 1955     GOOD             NGS
 HR0245  HISTORY     - 1986     GOOD             NGS
 HR0245
 HR0245                          STATION DESCRIPTION
 HR0245
 HR0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HR0245'0.7 MI SW FROM MT MONTGOMERY.
 HR0245'0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE BAR CAFE AT
 HR0245'MT. MONTGOMERY, 0.4 MILE SOUTHWEST OF THE SUMMIT OF MONTGOMERY PASS,
 HR0245'AT A CUT BANK, IN THE TOP OF AN 18- BY 24-INCH BOULDER WHICH
 HR0245'PROJECTS 2 FEET ABOVE THE GROUND, 102.1 FEET NORTHWEST OF THE
 HR0245'CENTER LINE OF THE HIGHWAY, 50.1 FEET SOUTHWEST OF MINER
 HR0245'TRIANGULATION STATION, AND ABOUT 12 FEET HIGHER THAN THE HIGHWAY.
 HR0245
 HR0245                          STATION RECOVERY (1986)
 HR0245
 HR0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0285 ***********************************************************************
 MV0285  DESIGNATION -  MINERAL
 MV0285  PID         -  MV0285
 MV0285  STATE/COUNTY-  NV/HUMBOLDT
 MV0285  USGS QUAD   -  WASHBURN BASIN (1991)
 MV0285
 MV0285                         *CURRENT SURVEY CONTROL
 MV0285  ___________________________________________________________________
 MV0285* NAD 83(1994)-  41 53 45.90763(N)    118 01 42.56849(W)     ADJUSTED  
 MV0285* NAVD 88     -      2004.0    (meters)    6575.     (feet)  VERTCON   
 MV0285  ___________________________________________________________________
 MV0285  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 MV0285  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 MV0285
 MV0285  HORZ ORDER  -  FIRST
 MV0285
 MV0285.The horizontal coordinates were established by classical geodetic methods
 MV0285.and adjusted by the National Geodetic Survey in June 1998..
 MV0285
 MV0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0285
 MV0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0285
 MV0285.The geoid height was determined by GEOID03.
 MV0285
 MV0285;                    North         East     Units Scale Factor Converg.
 MV0285;SPC NV W     - 4,793,306.064   846,039.278   MT  0.99992607   +0 22 13.9
 MV0285;SPC NV W     -15,726,038.31  2,775,713.86   sFT  0.99992607   +0 22 13.9
 MV0285;SPC OR S     -    28,512.620 1,705,097.859   MT  1.00013867   +1 41 27.2
 MV0285;SPC OR S     -    93,545.34  5,594,153.08   iFT  1.00013867   +1 41 27.2
 MV0285;UTM  11      - 4,638,750.190   414,683.857   MT  0.99968957   -0 41 12.7
 MV0285
 MV0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0285!SPC NV W     -   0.99968877  x   0.99992607  =   0.99961486
 MV0285!SPC OR S     -   0.99968877  x   1.00013867  =   0.99982739
 MV0285!UTM  11      -   0.99968877  x   0.99968957  =   0.99937843
 MV0285
 MV0285|---------------------------------------------------------------------|
 MV0285| PID    Reference Object                     Distance      Geod. Az  |
 MV0285|                                                           dddmmss.s |
 MV0285| CD7133 MINERAL RM 1                          8.309 METERS 02929     |
 MV0285| CD7132 MINERAL AZ MK                                      1271351.6 |
 MV0285| CD7134 MINERAL RM 2                          8.705 METERS 23208     |
 MV0285|---------------------------------------------------------------------|
 MV0285
 MV0285                          SUPERSEDED SURVEY CONTROL
 MV0285
 MV0285  NAD 83(1991)-  41 53 45.90791(N)    118 01 42.56888(W) AD(       ) 1
 MV0285  NAD 83(1986)-  41 53 45.91584(N)    118 01 42.56862(W) AD(       ) 1
 MV0285  NAD 27      -  41 53 46.29500(N)    118 01 39.01200(W) AD(       ) 1
 MV0285  NGVD 29 (07/19/86) 2002.8    (m)         6571.     (f) VERT ANG       
 MV0285
 MV0285.Superseded values are not recommended for survey control.
 MV0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0285.See file dsdata.txt to determine how the superseded data were derived.
 MV0285
 MV0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG1468438750(NAD 83)
 MV0285_MARKER: DS = TRIANGULATION STATION DISK
 MV0285_SETTING: 66 = SET IN ROCK OUTCROP
 MV0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MV0285
 MV0285  HISTORY     - Date     Condition        Report By
 MV0285  HISTORY     - 1956     MONUMENTED       CGS
 MV0285  HISTORY     - 1958     GOOD             USGS
 MV0285  HISTORY     - 1960     GOOD             USGS
 MV0285  HISTORY     - 1961     GOOD             USGS
 MV0285
 MV0285                          STATION DESCRIPTION
 MV0285
 MV0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MV0285'THE STATION IS LOCATED ON A ROCKY RIDGE THAT IS ABOUT 31 MILES
 MV0285'(AIR LINE) EAST OF DENIO, OREGON, 18 MILES WEST OF MC DERMITT, AND
 MV0285'7 MILES SOUTH OF THE OREGON-NEVADA STATE LINE.
 MV0285'
 MV0285'TO REACH THE STATION FROM THE POST OFFICE IN MC DERMITT GO WEST
 MV0285'ON GRAVELED ROAD FOR 4.6 MILES TO A FORK.  TAKE THE LEFT FORK
 MV0285'(CORDERO MINE ROAD) AND GO 4.3 MILES TO A FORK.  TAKE THE
 MV0285'RIGHT FORK (WEST) AND GO 0.7 MILES TO A GATE AND TRACK ROAD
 MV0285'ON THE LEFT.  TURN LEFT (ONTO THE TRACK ROAD) AND GO 3.85
 MV0285'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 1.7 MILES TO A
 MV0285'FORK.  TAKE THE LEFT FORK AND GO 5.45 MILES TO AN OLD ABANDONED
 MV0285'ROCK HOUSE AND CORRAL ON THE LEFT AND A FORK.  TAKE THE RIGHT
 MV0285'FORK (DIM TRACK ROAD) AND GO WESTERLY FOR 3.1 MILE TO THE
 MV0285'WEST EDGE OF A GRASSY MEADOW.  TURN LEFT (WEST) AND FOLLOW
 MV0285'THE DIM TRACK ROAD FOR ABOUT 0.5 MILE (ABOUT 0.1 MILE AFTER
 MV0285'CROSSING A DRAW).  TURN RIGHT, LEAVING THE TRACK ROAD, AND
 MV0285'GO ABOUT 0.5 MILE UP HILL TO THE TOP OF THE FLAT-TOPPED HILL.
 MV0285'AT THIS POINT THE STATION CAN BE SEEN AT ABOUT 345 DEG
 MV0285'MAGNETIC NORTH.  (TO PACK THE STATION FROM THIS POINT DRIVE
 MV0285'NORTH ALONG THE CREST OF RIDGE TOWARDS THE STATION FOR
 MV0285'ABOUT 3.0 MILE TO A DEEP CANYON.  PACK DOWN INTO THE CANYON
 MV0285'(WATER HERE) THEN UP STEEP BANK TO THE STATION.  THIS IS ABOUT
 MV0285'AN 1-1/2 HOUR PACK.) THE STATION CAN BE DRIVEN BY DROPPING
 MV0285'BACK DOWN TO THE TRACK ROAD AND GOING WEST ON THE TRACK
 MV0285'ROAD FOR ABOUT 1.0 MILE TO THE FLOOR OF A SAGE
 MV0285'BRUSH-COVERED VALLEY.  CONTINUE WEST AND GO ABOUT 1.0 MILE TO
 MV0285'THE CREST OF THE RIDGE.  FOLLOW ALONG THE CREST OF THE
 MV0285'RIDGE BY GOING NORTHEAST FOR ABOUT 4.0 MILES TO THE HIGHEST POINT
 MV0285'AND THE STATION.  THIS IS A VERY ROUGH DRIVE.  NOTE--A 4-WHEEL
 MV0285'DRIVE VEHICLE IS NEEDED FROM THE OLD ROCK HOUSE TO THE STATION.
 MV0285'
 MV0285'THE STATION MARK, A STANDARD DISK STAMPED MINERAL 1956, IS
 MV0285'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 MV0285'THE GROUND.
 MV0285'
 MV0285'REFERENCE MARK 1, A STANDARD DISK STAMPED MINERAL NO 1 1956, IS
 MV0285'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 MV0285'THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE STATION MARK.
 MV0285'
 MV0285'REFERENCE MARK 2, A STANDARD DISK STAMPED MINERAL NO 2 1956,
 MV0285'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 MV0285'WITH THE GROUND.  IT IS ABOUT 2 FEET HIGHER THAN THE STATION
 MV0285'MARK.
 MV0285'
 MV0285'THE AZIMUTH MARK, A STANDARD DISK STAMPED MINERAL 1956, IS SET
 MV0285'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 4
 MV0285'FEET ABOVE THE GROUND.  TO REACH THE AZIMUTH MARK PACK ABOUT
 MV0285'0.3 MILE SOUTHEAST OF A LARGE OUTCROP OF ROCKS AND THE AZIMUTH
 MV0285'MARK.  THIS IS ABOUT A 5 MINUTE PACK.
 MV0285
 MV0285                          STATION RECOVERY (1958)
 MV0285
 MV0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MV0285'RECOVERED AS DESCRIBED.
 MV0285
 MV0285                          STATION RECOVERY (1960)
 MV0285
 MV0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MV0285'RECOVERED AS DESCRIBED.  RM OBSERVATIONS AGREE WITH NGS.
 MV0285
 MV0285                          STATION RECOVERY (1961)
 MV0285
 MV0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MV0285'STATION WAS FOUND IN GOOD CONDITION.
 MV0285'
 MV0285'CHANGE DENIO, OREGON TO READ, DENIO, NEVADA.  (TOWN MOVED ACROSS
 MV0285'STATE LINE).
 MV0285'
 MV0285'TO REACH STATION FROM POST OFFICE IN MC DERMITT, GO W ON CORDERO
 MV0285'MINE ROAD FOR 8.4 MI TO A X-RDS, TURN RIGHT AND GO 0.7 MI.
 MV0285'TO GATE OF WASHBURN RCH., TURN LEFT AND GO SW ON JORDAN
 MV0285'MEADOW RD. FOR 3.8 MI. TO A FORK, TAKE RIGHT FORK AND CONTINUE
 MV0285'1.7 MI TO A FORK, TURN RIGHT AND GO 2.1 MI. TO END OF ROAD.
 MV0285'(4-WHEEL DRIVE NEEDED BEYOND).  CROSS WASHBURN ABOUT 3.1 MI. TO
 MV0285'A TRAIL AT FOOT OF SLOPE, TURN RIGHT AND GO NW 0.9 MI ON TRAIL
 MV0285'TO A SADDLE, LEAVE TRAIL AND DRIVE S ABOUT 1.5 MI. AND W UP
 MV0285'RIDGE TO SUMMIT AND STATION.  --ABOUT 2 HOUR DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9212 ***********************************************************************
 AH9212  DESIGNATION -  MINERAL
 AH9212  PID         -  AH9212
 AH9212  STATE/COUNTY-  NV/NYE
 AH9212  USGS QUAD   -  RAINIER MOUNTAIN (1987)
 AH9212
 AH9212                         *CURRENT SURVEY CONTROL
 AH9212  ___________________________________________________________________
 AH9212* NAD 83(1994)-  38 29 57.38650(N)    117 25 14.87689(W)     ADJUSTED  
 AH9212* NAVD 88     -      2001.3    (meters)    6566.     (feet)  VERTCON   
 AH9212  ___________________________________________________________________
 AH9212  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 AH9212  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AH9212
 AH9212  HORZ ORDER  -  THIRD
 AH9212
 AH9212.The horizontal coordinates were established by classical geodetic methods
 AH9212.and adjusted by the National Geodetic Survey in March 1999..
 AH9212
 AH9212.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9212
 AH9212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9212
 AH9212.The geoid height was determined by GEOID03.
 AH9212
 AH9212;                    North         East     Units Scale Factor Converg.
 AH9212;SPC NV C     - 6,416,287.594   434,220.425   MT  0.99995327   -0 28 10.1
 AH9212;SPC NV C     -21,050,770.21  1,424,604.84   sFT  0.99995327   -0 28 10.1
 AH9212;UTM  11      - 4,261,296.751   463,306.767   MT  0.99961658   -0 15 43.0
 AH9212
 AH9212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9212!SPC NV C     -   0.99968983  x   0.99995327  =   0.99964312
 AH9212!UTM  11      -   0.99968983  x   0.99961658  =   0.99930653
 AH9212
 AH9212                          SUPERSEDED SURVEY CONTROL
 AH9212
 AH9212  NGVD 29 (03/11/99) 2000.1    (m)         6562.     (f) VERT ANG       
 AH9212
 AH9212.Superseded values are not recommended for survey control.
 AH9212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9212.See file dsdata.txt to determine how the superseded data were derived.
 AH9212
 AH9212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC6330761297(NAD 83)
 AH9212_MARKER: DS = TRIANGULATION STATION DISK
 AH9212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9212+STABILITY: SURFACE MOTION
 AH9212
 AH9212  HISTORY     - Date     Condition        Report By
 AH9212  HISTORY     - 1960     MONUMENTED       USGS
 AH9212
 AH9212                          STATION DESCRIPTION
 AH9212
 AH9212'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH9212'LOCATED ABOUT 7.5 MI. (AIRLINE) NW. OF THE SAN ANTONIO RANCH AND 8 MI.
 AH9212'SE. OF THE CLOVER RANCH AND MI. S. OF BARREL SPRINGS IN THE EXTREME
 AH9212'NW. CORNER OF SEC. 6, T 7 N, R 41 E ON THE HIGHEST POINT OF A ROCKY
 AH9212'TOP. TO REACH FROM THE POST OFFICE IN TONOPAH DRIVE 2.7 MI. NW. ON
 AH9212'U.S. HIGHWAY 6 TO THE JUNCTION WITH A COUNTY RD. ON RIGHT, TURN RIGHT
 AH9212'ONTO COUNTY RD. AND DRIVE 13.6 MI. TO THE JUNCTION OF A POWER LINE
 AH9212'RD., CONTINUE STRAIGHT AHEAD ON COUNTY RD. FOR 1.2 MI. TO A Y-RD.,
 AH9212'TAKE RIGHT FORK AND DRIVE 1.6 MI. TO A Y-RD., TAKE LEFT FORK (COUNTY
 AH9212'RD.) AND DRIVE 7.2 MI. TO A RD. FORK, TAKE LEFT FORK AND DRIVE 0.7 MI.
 AH9212'TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 6.9 MI. TO A RD.
 AH9212'INTERSECTION, CONTINUE STRAIGHT AHEAD (W.) FOR 0.5 MI. AND Y-RD., TAKE
 AH9212'RIGHT FORK FOR 1.4 MI. AND DIM RD. RIGHT, TAKE DIM RD. RIGHT FOR 1.9
 AH9212'MI.  FROM THIS POINT A 4-WHEEL DRIVE VEHICLE MAY BE DRIVEN SE. ACROSS
 AH9212'COUNTRY BEARING TOWARDS A LARGE CAIRN ON A PROMINENT TOP FOR ABOUT 0.8
 AH9212'MI. AND END OF TRUCK TRAVEL.  PACK ABOUT 15 MINUTES SE. UPHILL TO TOP
 AH9212'AND STATION. STATION MARK--A STANDARD TABLET STAMPED---MINERAL 1960---
 AH9212'SET IN A CONCRETE POST PROJECTING ABOUT 0.2 FT. REFERENCE MARK NO.
 AH9212'1--A STEEL PIN IN A ROCK OUTCROP, 19.70 FT. FROM THE STATION MARK IN
 AH9212'DIRECTI 311 DEGREES 03 MINUTES. REFERENCE MARK NO. 2--A STEEL PIN IN A
 AH9212'ROCK OUTCROP, 60.49 FT. FROM THE STATION MARK IN DIRECTI 209 DEGREES
 AH9212'06 MINUTES. CAIRN--A LARGE CAIRN 63.5 FT. FROM THE STATION MARK IN
 AH9212'DIRECTION 54 DEGREES 38 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8047 ***********************************************************************
 AH8047  DESIGNATION -  MINERAL HILL
 AH8047  PID         -  AH8047
 AH8047  STATE/COUNTY-  NV/ELKO
 AH8047  USGS QUAD   -  MINERAL HILL (1986)
 AH8047
 AH8047                         *CURRENT SURVEY CONTROL
 AH8047  ___________________________________________________________________
 AH8047* NAD 83(1994)-  40 09 08.70979(N)    116 03 22.06861(W)     ADJUSTED  
 AH8047* NAVD 88     -      2549.0    (meters)    8363.     (feet)  VERTCON   
 AH8047  ___________________________________________________________________
 AH8047  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 AH8047  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 AH8047
 AH8047  HORZ ORDER  -  THIRD
 AH8047
 AH8047.The horizontal coordinates were established by classical geodetic methods
 AH8047.and adjusted by the National Geodetic Survey in February 1999..
 AH8047
 AH8047.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8047
 AH8047.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8047
 AH8047.The geoid height was determined by GEOID03.
 AH8047
 AH8047;                    North         East     Units Scale Factor Converg.
 AH8047;SPC NV E     - 8,599,641.961   159,719.916   MT  0.99991997   -0 18 17.5
 AH8047;SPC NV E     -28,213,992.00    524,014.42   sFT  0.99991997   -0 18 17.5
 AH8047;UTM  11      - 4,445,101.497   580,389.644   MT  0.99967955   +0 36 31.2
 AH8047
 AH8047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8047!SPC NV E     -   0.99960337  x   0.99991997  =   0.99952338
 AH8047!UTM  11      -   0.99960337  x   0.99967955  =   0.99928305
 AH8047
 AH8047|---------------------------------------------------------------------|
 AH8047| PID    Reference Object                     Distance      Geod. Az  |
 AH8047|                                                           dddmmss.s |
 AH8047| AH8114 MINERAL HILL RM 2                     3.621 METERS 14310     |
 AH8047| AH8113 MINERAL HILL RM 1                     4.703 METERS 22502     |
 AH8047|---------------------------------------------------------------------|
 AH8047
 AH8047                          SUPERSEDED SURVEY CONTROL
 AH8047
 AH8047  NGVD 29 (02/26/99) 2547.8    (m)         8359.     (f) VERT ANG       
 AH8047
 AH8047.Superseded values are not recommended for survey control.
 AH8047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8047.See file dsdata.txt to determine how the superseded data were derived.
 AH8047
 AH8047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE8039045101(NAD 83)
 AH8047_MARKER: DS = TRIANGULATION STATION DISK
 AH8047_SETTING: 66 = SET IN ROCK OUTCROP
 AH8047_PROJECTION: FLUSH
 AH8047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8047+STABILITY: POSITION/ELEVATION WELL
 AH8047
 AH8047  HISTORY     - Date     Condition        Report By
 AH8047  HISTORY     - 1933     MONUMENTED       USGS
 AH8047
 AH8047                          STATION DESCRIPTION
 AH8047
 AH8047'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 AH8047'LOCATED ON SUMMIT OF MOST SOUTHERLY ONE OF THREE PEAKS OF NEARLY EQUAL
 AH8047'HEIGHT SW. OF UNION AND OVERLOOKING THE TOWN.
 AH8047'TO REACH FROM UNION ABANDONED MINE SETTLEMENT, FOLLOW RD. ABOUT 0.5 MI
 AH8047'TOWARD DIAMOND VALLEY. TURN RIGHT AT DIM FORK ON TOP OF RIDGE AND
 AH8047'FOLLOW ABOUT 1 MI TO TOP OF RIDGE AFTER PASSING X-RDS. TURN RIGHT ON
 AH8047'DIM RD. TO OLD MINE SHAFT AT FOOT OF MMOUNTAIN AND END OF TRUCK
 AH8047'TRAVEL. CLIMB UP RIDGE FROM OLD MINE SHAFT KEEPING TO S. OF MIDDLE
 AH8047'PEAK TO SADDLE, THENSE S. TO SUMMIT OF PEAK AND STATION. PEAK HAS
 AH8047'THREE DISTINCT SUMMITS. STATION IS ON MIDDLE ONE.
 AH8047'STATION MARK--STANDARD TABLET STAMPED---MINERAL HILL 1933---, CEMENTED
 AH8047'IN BEDROCK.
 AH8047'RM 1--STANDARD RM TABLET STAMPED---MINERAL HILL NO 1 1933---, CEMENTED
 AH8047'IN SOLID ROCK OUTCROP.
 AH8047'RM 2--1-INCH DRILL HOLE IN SOLID ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0342 ***********************************************************************
 JP0342  DESIGNATION -  MINERVA
 JP0342  PID         -  JP0342
 JP0342  STATE/COUNTY-  NV/WHITE PINE
 JP0342  USGS QUAD   -  MINERVA (1986)
 JP0342
 JP0342                         *CURRENT SURVEY CONTROL
 JP0342  ___________________________________________________________________
 JP0342* NAD 83(1994)-  38 49 25.81537(N)    114 23 32.48736(W)     ADJUSTED  
 JP0342* NAVD 88     -      1779.70   (+/-2cm)    5838.9    (feet)  VERTCON   
 JP0342  ___________________________________________________________________
 JP0342  LAPLACE CORR-           9.21  (seconds)                    DEFLEC99
 JP0342  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 JP0342
 JP0342  HORZ ORDER  -  SECOND
 JP0342  VERT ORDER  -  THIRD ? (See Below)
 JP0342
 JP0342.The horizontal coordinates were established by classical geodetic methods
 JP0342.and adjusted by the National Geodetic Survey in June 1998..
 JP0342
 JP0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0342.The vertical order pertains to the NGVD 29 superseded value.
 JP0342
 JP0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0342
 JP0342.The geoid height was determined by GEOID03.
 JP0342
 JP0342;                    North         East     Units Scale Factor Converg.
 JP0342;SPC NV E     - 8,452,717.885   303,416.552   MT  1.00003166   +0 44 48.2
 JP0342;SPC NV E     -27,731,958.59    995,459.14   sFT  1.00003166   +0 44 48.2
 JP0342;UTM  11      - 4,300,458.754   726,376.060   MT  1.00023109   +1 38 07.8
 JP0342
 JP0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0342!SPC NV E     -   0.99972414  x   1.00003166  =   0.99975579
 JP0342!UTM  11      -   0.99972414  x   1.00023109  =   0.99995516
 JP0342
 JP0342|---------------------------------------------------------------------|
 JP0342| PID    Reference Object                     Distance      Geod. Az  |
 JP0342|                                                           dddmmss.s |
 JP0342| DD5442 MINERVA RM 1                         12.811 METERS 09458     |
 JP0342| JP0341 MURPHY AZ MK                        APPROX. 2.5 KM 1590225.3 |
 JP0342| DD5443 MINERVA RM 2                         18.081 METERS 29746     |
 JP0342|---------------------------------------------------------------------|
 JP0342
 JP0342                          SUPERSEDED SURVEY CONTROL
 JP0342
 JP0342  NAD 83(1994)-  38 49 25.81525(N)    114 23 32.48735(W) AD(       ) 2
 JP0342  NAD 83(1986)-  38 49 25.81125(N)    114 23 32.48942(W) AD(       ) 2
 JP0342  NAD 27      -  38 49 25.99500(N)    114 23 29.50000(W) AD(       ) 2
 JP0342  NGVD 29 (07/19/86) 1778.46   (m)         5834.8    (f) LEVELING    3  
 JP0342
 JP0342.Superseded values are not recommended for survey control.
 JP0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0342.See file dsdata.txt to determine how the superseded data were derived.
 JP0342
 JP0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD2637600459(NAD 83)
 JP0342_MARKER: P = PIPE CAP
 JP0342_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JP0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0342
 JP0342  HISTORY     - Date     Condition        Report By
 JP0342  HISTORY     - 1916     MONUMENTED       USGLO
 JP0342  HISTORY     - 1944     GOOD             USGLO
 JP0342  HISTORY     - 1973     POOR             USGS
 JP0342
 JP0342                          STATION DESCRIPTION
 JP0342
 JP0342'DESCRIBED BY US GENERAL LAND OFFICE 1916
 JP0342'ALL MARKS FOUND IN GOOD CONDITION.
 JP0342'
 JP0342'NOTE BY USGS 1973--STATION MARK DISTURBED.  STILL IN GROUND BUT BADLY
 JP0342'BENT.  REFERENCE MARK NO. 1 FOUND AND ELEVATION PUT ON TOP OF CAP
 JP0342'FROM BM --10 F-- NEARBY.  ELEVATION IS 5835.2 FT.  REFERENCE MARK NO.
 JP0342'2 WAS SEARCHED FOR BUT NOT FOUND.
 JP0342'
 JP0342'STATION MARK--A STANDARD GENERAL LAND OFFICE BRASS CAP--STAMPED
 JP0342'T 11 N S 12 S 13 R 67 E 1916--RIVETED TO A 1-3/4 INCH IRON PIPE
 JP0342'PROJECTING 12 INCHES ABOVE THE GROUND.
 JP0342
 JP0342                          STATION RECOVERY (1944)
 JP0342
 JP0342'RECOVERY NOTE BY US GENERAL LAND OFFICE 1944 (EHB)
 JP0342'STATION IS LOCATED ON THE E SIDE OF SPRING VALLEY, ABOUT 17
 JP0342'MILES (AIR LINE) S OF MAJORS PLACE, AND 1/4 MILE S OF THE
 JP0342'TUNGSTEN MILL KNOWN AS MINERVA.
 JP0342'
 JP0342'STATION MARK IS A STANDARD GENERAL LAND OFFICE BRASS CAP
 JP0342'RIVETED TO A 1-3/4-INCH IRON PIPE PROJECTING 12 INCHES ABOVE
 JP0342'THE GROUND AND IS STAMPED T 11 N S 12 S 13 R 67 E 1916.  IT
 JP0342'IS 56.2 FEET E OF A N-S FENCE AND 6.3 FEET N OF AN E-W FENCE.
 JP0342'
 JP0342'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 JP0342'CYLINDER PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS STAMPED
 JP0342'MINERVA NO 1 1944.
 JP0342'
 JP0342'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 JP0342'CYLINDER PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS STAMPED
 JP0342'MINERVA NO 2 1944.
 JP0342'
 JP0342'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE CYLINDER
 JP0342'FLUSH WITH THE GROUND AND IS STAMPED MURPHY 1944.  IT IS
 JP0342'ON A LOW RIDGE CROSSING BLADED ROAD, 31 FEET W OF THE CENTER
 JP0342'LINE OF THE ROAD, AND 4.1 FEET SW OF A 4- BY 4-INCH WOODEN
 JP0342'WITNESS POST.
 JP0342'
 JP0342'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 93 AND 6
 JP0342'AT MAJORS PLACE, GO S ON U.S. HIGHWAY 93 FOR 1.7 MILES TO
 JP0342'A GRADED ROAD LEFT.  TURN LEFT AND GO S ACROSS VALLEY FOR
 JP0342'10.0 MILES TO ROAD FORKS.  TAKE LEFT FORK AND CONTINUE S FOR
 JP0342'7.5 MILES TO CROSS ROAD.  CONTINUE STRAIGHT AHEAD 1.5 MILES
 JP0342'TO MINERVA ON RIGHT.  CONTINUE S ON MAIN-BLADED ROAD FOR
 JP0342'0.35 MILE TO A FENCE CORNER ON RIGHT.  HERE TURN RIGHT AND
 JP0342'GO W ON DIM TRACK ROAD ALONG N SIDE OF FENCE FOR 0.25 MILE
 JP0342'TO STATION.
 JP0342'
 JP0342'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JP0342
 JP0342                          STATION RECOVERY (1973)
 JP0342
 JP0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (PGJ)
 JP0342'THIS MARK USC AND GS AS MINERVA WAS FOUND STILL IN THE GROUND
 JP0342'BUT BENT BADLY.
 JP0342'
 JP0342'MINERVA R.M. NO. 2 WAS SEARCHED FOR AND NOT FOUND.
 JP0342'
 JP0342'MINERVA R.M. NO. 1 WAS FOUND AND AN ELEVATION PUT ON TOP OF
 JP0342'THE CAP FROM BM 10F, NEARBY.  ELEVATION IS 5835.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1542 ***********************************************************************
 KR1542  DESIGNATION -  MIRIAM
 KR1542  PID         -  KR1542
 KR1542  STATE/COUNTY-  NV/CHURCHILL
 KR1542  USGS QUAD   -  OCALA (1986)
 KR1542
 KR1542                         *CURRENT SURVEY CONTROL
 KR1542  ___________________________________________________________________
 KR1542* NAD 83(1994)-  39 59 58.60250(N)    118 44 35.28697(W)     ADJUSTED  
 KR1542* NAVD 88     -      1602.8    (meters)    5259.     (feet)  VERT ANG  
 KR1542  ___________________________________________________________________
 KR1542  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 KR1542  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 KR1542
 KR1542  HORZ ORDER  -  FIRST
 KR1542
 KR1542.The horizontal coordinates were established by classical geodetic methods
 KR1542.and adjusted by the National Geodetic Survey in June 1998..
 KR1542
 KR1542.The orthometric height was determined by vertical angle observations.
 KR1542
 KR1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1542
 KR1542.The geoid height was determined by GEOID03.
 KR1542
 KR1542;                    North         East     Units Scale Factor Converg.
 KR1542;SPC NV W     - 4,582,581.566   786,355.181   MT  0.99990229   -0 06 09.8
 KR1542;SPC NV W     -15,034,686.35  2,579,900.29   sFT  0.99990229   -0 06 09.8
 KR1542;UTM  11      - 4,429,169.304   351,201.618   MT  0.99987257   -1 07 14.4
 KR1542
 KR1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1542!SPC NV W     -   0.99975228  x   0.99990229  =   0.99965459
 KR1542!UTM  11      -   0.99975228  x   0.99987257  =   0.99962488
 KR1542
 KR1542:                Primary Azimuth Mark                     Grid Az
 KR1542:SPC NV W     -  TOULON                                   000 14 56.9
 KR1542:UTM  11      -  TOULON                                   001 16 01.5
 KR1542
 KR1542|---------------------------------------------------------------------|
 KR1542| PID    Reference Object                     Distance      Geod. Az  |
 KR1542|                                                           dddmmss.s |
 KR1542| LS0608 TOULON                              APPROX.11.9 KM 0000847.1 |
 KR1542| DB2097 MIRIAM AZ MK                                       0514652.2 |
 KR1542| DB2098 MIRIAM RM 1                           5.613 METERS 11927     |
 KR1542| DB2099 MIRIAM RM 2                           6.797 METERS 23244     |
 KR1542|---------------------------------------------------------------------|
 KR1542
 KR1542                          SUPERSEDED SURVEY CONTROL
 KR1542
 KR1542  NAD 83(1986)-  39 59 58.60926(N)    118 44 35.28177(W) AD(       ) 1
 KR1542  NAD 27      -  39 59 58.93300(N)    118 44 31.72700(W) AD(       ) 1
 KR1542  NGVD 29 (07/19/86) 1602.4    (m)         5257.     (f) VERT ANG       
 KR1542
 KR1542.Superseded values are not recommended for survey control.
 KR1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1542.See file dsdata.txt to determine how the superseded data were derived.
 KR1542
 KR1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE5120229169(NAD 83)
 KR1542_MARKER: DS = TRIANGULATION STATION DISK
 KR1542_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KR1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1542
 KR1542  HISTORY     - Date     Condition        Report By
 KR1542  HISTORY     - 1935     MONUMENTED       CGS
 KR1542  HISTORY     - 1935     GOOD             CGS
 KR1542  HISTORY     - 1950     GOOD             USGS
 KR1542  HISTORY     - 1957     GOOD             CGS
 KR1542
 KR1542                          STATION DESCRIPTION
 KR1542
 KR1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 KR1542'STATION IS LOCATED ON A ROUND HILL LYING 20 MILES, AIRLINE,
 KR1542'SW OF THE TOWN OF LOVELOCK, AND 3 MILES W OF THE HIGHWAY, 4
 KR1542'MILES SE AND ON THE SLOPE OF RAGGED TOP MOUNTAIN, AND 5 MILES
 KR1542'NW OF THE MIRIAM SIDING ON THE RAILROAD.
 KR1542'
 KR1542'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KR1542'CONCRETE.  AZIMUTH MARK IS
 KR1542'A STANDARD BRONZE DISK IN OUTCROPPING BEDROCK.
 KR1542'
 KR1542'REACHED FROM LOVELOCK AS FOLLOWS--GO S ON U.S. HIGHWAY 40, 12.4
 KR1542'MILES, PASS THE OLD PLANT AT THE SIDING OF TOULON, CONTINUE S ON
 KR1542'THE HIGHWAY 6.6 MILES TO A LARGE SIGN TO THE LEFT OF THE ROAD
 KR1542'READING VICTORY SUPER SERVICE LOVELOCK, TURN RIGHT LEAVING THE
 KR1542'HIGHWAY, AND GO NW UP THE MAIN WASH 3.1 MILES, TURN LEFT OUT
 KR1542'OF THE WASH AND UP THE RIDGE SW 0.7 MILE TO THE HIGHEST POINT
 KR1542'IN THE VICINITY AND THE STATION.
 KR1542'
 KR1542'AZIMUTH MARK IS IN SMALL ROCK OUTCROP ON THE N BAND OF SMALL
 KR1542'WASH 1/2 MILE NXE OF THE STATION.
 KR1542
 KR1542                          STATION RECOVERY (1935)
 KR1542
 KR1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KR1542'STATION MARK--STANDARD DISK STAMPED---MIRIAM 1935, SET IN CONCRETE
 KR1542'IN A DEPRESSION DUG INTO THE SHALE.
 KR1542
 KR1542                          STATION RECOVERY (1950)
 KR1542
 KR1542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KR1542'RECOVERED AS DESCRIBED BY NGS IN 1935 IN DESCRIPTION LIST 39 118
 KR1542'4, STATION 1007.  ALL MARKS IN GOOD CONDITION.
 KR1542'
 KR1542'1957 NGS RECOVERY--ORIGINAL STATION MARK APPEARS TO HAVE BEEN RESET
 KR1542'1.5 CM N. OF ORIGINAL POSITION.
 KR1542
 KR1542                          STATION RECOVERY (1957)
 KR1542
 KR1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 KR1542'STATION IS LOCATED 4-1/2 MILES WEST OF TOY, A RAILROAD STATION
 KR1542'WITH SECTION HOUSES ON THE SOUTHERN PACIFIC RAILROAD, ON A
 KR1542'ROUND TOPPED HILL OF BROKEN SHALE OF THE LOWER HILLS SE OF
 KR1542'RAGGED TOP MOUNTAIN AND ABOUT 4 MILES FROM THIS MOUNTAIN.
 KR1542'AND IS 3 MILES WEST FROM U.S. HIGHWAY 40.
 KR1542'
 KR1542'REACHED FROM THE TURN-OFF TO TOY ON U.S. HIGHWAY 40, BY
 KR1542'CONTINUING THE HIGHWAY 3.3 MILES (WHICH IS 0.2 MILES BEFORE
 KR1542'SUMMIT OF GRADE) SOUTHWEST WHEN TURN RIGHT OFF HIGHWAY ONTO DIRT
 KR1542'ROAD FOR 0.2 MILE PASSING UNDER ELECTRIC TRANSMISSION LINE AND
 KR1542'TO ROAD FORKS.  KEEP RIGHT FORK TOWARDS AND INTO MAIN WASH
 KR1542'CONTINUING MAIN TRAVELED ROAD FOR 2.25 MILES TO WHERE THE ROAD
 KR1542'HAS THREE FORKS EACH LEADING INTO A DIFFERENT WASH.  TAKE THE
 KR1542'CENTER FORK FOR 0.6 MILE WHERE TURN LEFT FROM MAIN WASH ON
 KR1542'ROAD UP SIDE WASH AND ONTO FLAT RIDGE, KEEP THIS ROAD FOR
 KR1542'0.65 MILE TO WHERE IF CROSSING SMALL DRAINAGE, A MINE DUMP IS
 KR1542'ACROSS SAME ON SIDE OF HILL.  TURN LEFT WITHOUT CROSSING
 KR1542'DRAINAGE UP RIDGE WHICH FOLLOW 0.2 MILE TO TOP AND STATION
 KR1542'SITE.
 KR1542'
 KR1542'STATION AND REFERENCE MARKS ARE STANDARD DISKS, STAMPED MIRIAM
 KR1542'1935, AND REFERENCE MARKS ALSO STAMPED NO 1 AND NO 2
 KR1542'RESPECTIVELY.  STATION MARK IS SET IN CONCRETE IN A DEPRESSION
 KR1542'DUG INTO THE SHALE, THE REFERENCE MARKS SET IN ROUNDED MOUNDS
 KR1542'OF CONCRETE WHICH ARE EMBEDDED IN THE SHALE.
 KR1542'
 KR1542'THE AZIMUTH MARK WAS NOT RECOVERED, NOT BEING SEARCHED FOR
 KR1542'DURING TIME OF OCCUPATION OF THE STATION.
 KR1542'
 KR1542'IT APPEARS THAT THE STATION MARK HAS BEEN RESET, USING THE
 KR1542'ORIGINAL DISK, SINCE IT IS NOT IN A ROUNDED MOUND OF CONCRETE
 KR1542'AS ARE THE REFERENCE MARKS, BUT CONTAINED IN A CONCRETE FILLED
 KR1542'DEPRESSION DUG INTO THE BROKEN SHALE.  IT IS ABOUT 1.5 CM
 KR1542'FROM ITS OLD POSITION, NORTHERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0710 ***********************************************************************
 JP0710  DESIGNATION -  MIST
 JP0710  PID         -  JP0710
 JP0710  STATE/COUNTY-  NV/LINCOLN
 JP0710  USGS QUAD   -  TIMBER MTN PASS NW (1971)
 JP0710
 JP0710                         *CURRENT SURVEY CONTROL
 JP0710  ___________________________________________________________________
 JP0710* NAD 83(1994)-  38 08 37.14671(N)    115 12 51.41774(W)     ADJUSTED  
 JP0710* NAVD 88     -      2006.3    (meters)    6582.     (feet)  VERTCON   
 JP0710  ___________________________________________________________________
 JP0710  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 JP0710  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 JP0710
 JP0710  HORZ ORDER  -  THIRD
 JP0710
 JP0710.The horizontal coordinates were established by classical geodetic methods
 JP0710.and adjusted by the National Geodetic Survey in June 1998..
 JP0710
 JP0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0710
 JP0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0710
 JP0710.The geoid height was determined by GEOID03.
 JP0710
 JP0710;                    North         East     Units Scale Factor Converg.
 JP0710;SPC NV E     - 8,376,611.423   232,348.111   MT  0.99991288   +0 13 40.6
 JP0710;SPC NV E     -27,482,265.98    762,295.43   sFT  0.99991288   +0 13 40.6
 JP0710;UTM  11      - 4,223,260.062   656,480.952   MT  0.99990158   +1 06 11.3
 JP0710
 JP0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0710!SPC NV E     -   0.99968899  x   0.99991288  =   0.99960190
 JP0710!UTM  11      -   0.99968899  x   0.99990158  =   0.99959060
 JP0710
 JP0710                          SUPERSEDED SURVEY CONTROL
 JP0710
 JP0710  NAD 83(1994)-  38 08 37.14337(N)    115 12 51.41997(W) AD(       ) 3
 JP0710  NAD 83(1986)-  38 08 37.13726(N)    115 12 51.41976(W) AD(       ) 3
 JP0710  NGVD 29 (01/04/94) 2005.2    (m)         6579.     (f) VERT ANG       
 JP0710
 JP0710.Superseded values are not recommended for survey control.
 JP0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0710.See file dsdata.txt to determine how the superseded data were derived.
 JP0710
 JP0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC5648123260(NAD 83)
 JP0710
 JP0710  HISTORY     - Date     Condition        Report By
 JP0710  HISTORY     - UNK      MONUMENTED
 JP0710  HISTORY     - 1970     GOOD             USGS
 JP0710  HISTORY     - 1971     GOOD             USGS
 JP0710
 JP0710                          STATION DESCRIPTION
 JP0710
 JP0710'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 JP0710'RECOVERED AS DESCRIBED BY USFS IN 1961.  ALL MARKS IN GOOD
 JP0710'CONDITION.  STATION REACHED BY HELICOPTER.
 JP0710
 JP0710                          STATION RECOVERY (1971)
 JP0710
 JP0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JP0710'RECOVERED AS DESCRIBED BY USFS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0713 ***********************************************************************
 LQ0713  DESIGNATION -  MITCHELL
 LQ0713  PID         -  LQ0713
 LQ0713  STATE/COUNTY-  NV/ELKO
 LQ0713  USGS QUAD   -  FROST CREEK (1985)
 LQ0713
 LQ0713                         *CURRENT SURVEY CONTROL
 LQ0713  ___________________________________________________________________
 LQ0713* NAD 83(1994)-  40 17 15.10280(N)    115 40 21.29478(W)     ADJUSTED  
 LQ0713* NAVD 88     -      1791.9    (meters)    5879.     (feet)  VERTCON   
 LQ0713  ___________________________________________________________________
 LQ0713  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 LQ0713  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 LQ0713
 LQ0713  HORZ ORDER  -  FIRST
 LQ0713
 LQ0713.The horizontal coordinates were established by classical geodetic methods
 LQ0713.and adjusted by the National Geodetic Survey in June 1998..
 LQ0713
 LQ0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0713
 LQ0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0713
 LQ0713.The geoid height was determined by GEOID03.
 LQ0713
 LQ0713;                    North         East     Units Scale Factor Converg.
 LQ0713;SPC NV E     - 8,614,539.485   192,411.543   MT  0.99990071   -0 03 27.8
 LQ0713;SPC NV E     -28,262,868.29    631,270.20   sFT  0.99990071   -0 03 27.8
 LQ0713;UTM  11      - 4,460,516.121   612,833.010   MT  0.99975672   +0 51 30.3
 LQ0713
 LQ0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0713!SPC NV E     -   0.99972202  x   0.99990071  =   0.99962276
 LQ0713!UTM  11      -   0.99972202  x   0.99975672  =   0.99947881
 LQ0713
 LQ0713|---------------------------------------------------------------------|
 LQ0713| PID    Reference Object                     Distance      Geod. Az  |
 LQ0713|                                                           dddmmss.s |
 LQ0713| DD5446 MITCHELL RM 2                        11.021 METERS 01234     |
 LQ0713| LQ0706 TIPTON PEAK                         APPROX.22.3 KM 0472659.9 |
 LQ0713| DD5445 MITCHELL RM 1                         8.614 METERS 10136     |
 LQ0713| DD5444 MITCHELL AZ MK                                     2001936.6 |
 LQ0713|---------------------------------------------------------------------|
 LQ0713
 LQ0713                          SUPERSEDED SURVEY CONTROL
 LQ0713
 LQ0713  NAD 83(1986)-  40 17 15.10111(N)    115 40 21.28978(W) AD(       ) 1
 LQ0713  NAD 27      -  40 17 15.35100(N)    115 40 18.09500(W) AD(       ) 1
 LQ0713  NGVD 29 (07/19/86) 1790.7    (m)         5875.     (f) VERT ANG       
 LQ0713
 LQ0713.Superseded values are not recommended for survey control.
 LQ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0713.See file dsdata.txt to determine how the superseded data were derived.
 LQ0713
 LQ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE1283360516(NAD 83)
 LQ0713_MARKER: DS = TRIANGULATION STATION DISK
 LQ0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0713
 LQ0713  HISTORY     - Date     Condition        Report By
 LQ0713  HISTORY     - 1947     MONUMENTED       CGS
 LQ0713  HISTORY     - 1957     SEE DESCRIPTION  USGS
 LQ0713
 LQ0713                          STATION DESCRIPTION
 LQ0713
 LQ0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0713'THE STATION IS ALONG THE WEST SIDE OF THE ELKO-NEWARK ROAD,
 LQ0713'7 MILES NORTH OF THE SADDLER RANCH, 6/10 MILE NORTH OF THE MITCHELL
 LQ0713'RANCH, AND 4/10 MILE SOUTH OF THE MAX ARNOLD RANCH.
 LQ0713'
 LQ0713'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12
 LQ0713'INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 LQ0713'SURFACE OF THE GROUND.  IT IS 9 FEET EAST OF A FENCE LINE, AND
 LQ0713'53 FEET WEST OF THE CENTER LINE OF THE ROAD.  IS STAMPED
 LQ0713'MITCHELL 1947.
 LQ0713'
 LQ0713'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 LQ0713'12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 LQ0713'THE SURFACE OF THE GROUND.  IT IS 2 FEET HIGHER IN ELEVATION
 LQ0713'THAN THE STATION MARK, 25 FEET WEST OF THE CENTER LINE OF THE
 LQ0713'ROAD AND IS STAMPED MITCHELL NO 1 1947.
 LQ0713'
 LQ0713'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 LQ0713'12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 LQ0713'THE SURFACE OF THE GROUND.  IT IS 1 FOOT EAST OF A NORTH-SOUTH
 LQ0713'FENCE LINE AND IS STAMPED MITCHELL NO 2 1947.
 LQ0713'
 LQ0713'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12
 LQ0713'INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 LQ0713'SURFACE OF THE GROUND.  IT IS 16 FEET EAST OF THE CENTER LINE
 LQ0713'OF THE ELKO-NEWARD ROAD, 2 FEET EAST OF A NORTH-SOUTH FENCE
 LQ0713'LINE, AND IS STAMPED MITCHELL 1947.
 LQ0713'
 LQ0713'TO REACH THE STATION FROM THE SADDLER RANCH GO NORTH ON THE
 LQ0713'MAIN ROAD TOWARD ELKO FOR 7.1 MILES TO THE STATION ON THE LEFT.
 LQ0713'A DRIVE STATION.
 LQ0713
 LQ0713                          STATION RECOVERY (1957)
 LQ0713
 LQ0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LQ0713'THE STATION MARK AND REFERENCE MARK 1 HAVE BEEN DESTROYED
 LQ0713'OR COVERED BY DIRT DURING ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1898 ***********************************************************************
 GR1898  DESIGNATION -  MOAPA
 GR1898  PID         -  GR1898
 GR1898  STATE/COUNTY-  NV/CLARK
 GR1898  USGS QUAD   -  MOAPA EAST (1983)
 GR1898
 GR1898                         *CURRENT SURVEY CONTROL
 GR1898  ___________________________________________________________________
 GR1898* NAD 83(1994)-  36 40 17.94067(N)    114 37 29.81083(W)     ADJUSTED  
 GR1898* NAVD 88     -       508.24   (+/-2cm)    1667.5    (feet)  VERTCON   
 GR1898  ___________________________________________________________________
 GR1898  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GR1898  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 GR1898
 GR1898  HORZ ORDER  -  SECOND
 GR1898  VERT ORDER  -  THIRD ? (See Below)
 GR1898
 GR1898.The horizontal coordinates were established by classical geodetic methods
 GR1898.and adjusted by the National Geodetic Survey in June 1998..
 GR1898
 GR1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1898.The vertical order pertains to the NGVD 29 superseded value.
 GR1898
 GR1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1898
 GR1898.The geoid height was determined by GEOID03.
 GR1898
 GR1898;                    North         East     Units Scale Factor Converg.
 GR1898;SPC NV E     - 8,213,620.760   285,665.531   MT  0.99999038   +0 34 20.7
 GR1898;SPC NV E     -26,947,520.78    937,221.00   sFT  0.99999038   +0 34 20.7
 GR1898;UTM  11      - 4,061,076.575   712,245.613   MT  1.00015503   +1 25 08.3
 GR1898
 GR1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1898!SPC NV E     -   0.99992448  x   0.99999038  =   0.99991486
 GR1898!UTM  11      -   0.99992448  x   1.00015503  =   1.00007950
 GR1898
 GR1898|---------------------------------------------------------------------|
 GR1898| PID    Reference Object                     Distance      Geod. Az  |
 GR1898|                                                           dddmmss.s |
 GR1898| GR0726 I 1                                  34.289 METERS 00844     |
 GR1898| GR1899 MOAPA UNION PACIFIC WATER TANK      272.437 METERS 06037     |
 GR1898| GR0725 MOAPA RM 2                           12.561 METERS 11216     |
 GR1898| GR0823 DALE                                APPROX. 4.3 KM 1251444.1 |
 GR1898|---------------------------------------------------------------------|
 GR1898
 GR1898                          SUPERSEDED SURVEY CONTROL
 GR1898
 GR1898  NAD 83(1994)-  36 40 17.94021(N)    114 37 29.80882(W) AD(       ) 2
 GR1898  NAD 83(1992)-  36 40 17.93958(N)    114 37 29.80925(W) AD(       ) 2
 GR1898  NAD 83(1986)-  36 40 17.93282(N)    114 37 29.80291(W) AD(       ) 2
 GR1898  NAD 27      -  36 40 18.02300(N)    114 37 26.83900(W) AD(       ) 2
 GR1898  NGVD 29 (07/19/86)  507.58   (m)         1665.3    (f) LEVELING    3  
 GR1898
 GR1898.Superseded values are not recommended for survey control.
 GR1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1898.See file dsdata.txt to determine how the superseded data were derived.
 GR1898
 GR1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1224661077(NAD 83)
 GR1898_MARKER: DS = TRIANGULATION STATION DISK
 GR1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1898
 GR1898  HISTORY     - Date     Condition        Report By
 GR1898  HISTORY     - 1925     MONUMENTED       CGS
 GR1898  HISTORY     - 1957     GOOD             CGS
 GR1898  HISTORY     - 1972     GOOD             LAWPC
 GR1898
 GR1898                          STATION DESCRIPTION
 GR1898
 GR1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WM)
 GR1898'STATION IS ABOUT 160 METERS SW OF THE UNION PACIFIC DEPOT
 GR1898'AT MOAPA, ON LAND BELONGING TO MRS. W.J. POWERS, AND ABOUT
 GR1898'10 METERS E OF AN OLD BLACKSMITH SHOP.
 GR1898'
 GR1898'STATION MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE BLOCK
 GR1898'18 INCHES SQUARE AND 30 INCHES DEEP.  A HOLE WAS DUG 30 INCHES
 GR1898'DEEP TO HARD PAN WHICH COULD NOT BE EXCAVATED WITH TOOLS
 GR1898'AT HAND.  SEVERAL IRON BARS WERE DRIVEN FIRMLY INTO THE HARD
 GR1898'PAN, AND THE CONCRETE CAST AROUND THEM.
 GR1898'
 GR1898'BENCH MARK I 1 IS A STEEL PIPE WITH BRONZE CAP.  THE PIPE
 GR1898'WAS RUSTED OFF AT THE TOP OF THE GROUND AND WAS REPLACED AS
 GR1898'NEARLY AS POSSIBLE.  A HOLE WAS DUG AROUND THE PIPE AND CONCRETE
 GR1898'POURED UP ABOVE THE BREAK.  THIS BENCH MARK IS SUFFICIENTLY
 GR1898'CLOSE FOR POSITION, BUT SHOULD NOT BE USED AS A PRECISE LEVEL
 GR1898'BENCH MARK.
 GR1898
 GR1898                          STATION RECOVERY (1957)
 GR1898
 GR1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1898'THE STATION MARK AND B.M. I-1 WERE RECOVERED IN GOOD CONDITION.
 GR1898'THE ORIGINAL DESCRIPTION IS ADEQUATE.  A REFERENCE MARK WAS
 GR1898'ESTABLISHED AS DESCRIBED BELOW.
 GR1898'
 GR1898'THE REFERENCE MARK, STAMPED MOAPA NO 2 1957, IS A STANDARD
 GR1898'BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 GR1898
 GR1898                          STATION RECOVERY (1972)
 GR1898
 GR1898'RECOVERY NOTE BY LA WTR AND PWR COMM 1972 (MSB)
 GR1898'MOAPA-GOOD-FOUND BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0724 ***********************************************************************
 GR0724  FBN         -  This is a Federal Base Network Control Station.
 GR0724  DESIGNATION -  MOAPA LA PLACE
 GR0724  PID         -  GR0724
 GR0724  STATE/COUNTY-  NV/CLARK
 GR0724  USGS QUAD   -  MOAPA EAST (1983)
 GR0724
 GR0724                         *CURRENT SURVEY CONTROL
 GR0724  ___________________________________________________________________
 GR0724* NAD 83(1999)-  36 40 17.94125(N)    114 37 29.80955(W)     ADJUSTED  
 GR0724* NAVD 88     -       508.202  (meters)    1667.33   (feet)  ADJUSTED  
 GR0724  ___________________________________________________________________
 GR0724  EPOCH DATE  -        1999.37
 GR0724  X           -  -2,134,311.430 (meters)                     COMP
 GR0724  Y           -  -4,656,382.889 (meters)                     COMP
 GR0724  Z           -   3,788,516.834 (meters)                     COMP
 GR0724  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GR0724  ELLIP HEIGHT-         481.22  (meters)          (05/16/00) GPS OBS
 GR0724  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 GR0724  DYNAMIC HT  -         507.717 (meters)    1665.73  (feet)  COMP
 GR0724  MODELED GRAV-     979,661.9   (mgal)                       NAVD 88
 GR0724
 GR0724  HORZ ORDER  -  A
 GR0724  VERT ORDER  -  FIRST     CLASS I
 GR0724  ELLP ORDER  -  FOURTH    CLASS I
 GR0724
 GR0724.The horizontal coordinates were established by GPS observations
 GR0724.and adjusted by the National Geodetic Survey in May 2000..
 GR0724.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 GR0724.DATUM ITEM on the data sheet items page.
 GR0724.The horizontal coordinates are valid at the epoch date displayed above.
 GR0724.The epoch date for horizontal control is a decimal equivalence
 GR0724.of Year/Month/Day.
 GR0724
 GR0724.The orthometric height was determined by differential leveling
 GR0724.and adjusted by the National Geodetic Survey in June 1991..
 GR0724.WARNING-GPS observations at this control monument resulted in a GPS
 GR0724.derived orthometric height which differed from the leveled height by
 GR0724.more than one decimeter (0.1 meter).
 GR0724
 GR0724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GR0724
 GR0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0724
 GR0724.The ellipsoidal height was determined by GPS observations
 GR0724.and is referenced to NAD 83.
 GR0724
 GR0724.The geoid height was determined by GEOID03.
 GR0724
 GR0724.The dynamic height is computed by dividing the NAVD 88
 GR0724.geopotential number by the normal gravity value computed on the
 GR0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0724.degrees latitude (g = 980.6199 gals.).
 GR0724
 GR0724.The modeled gravity was interpolated from observed gravity values.
 GR0724
 GR0724;                    North         East     Units Scale Factor Converg.
 GR0724;SPC NV E     - 8,213,620.778   285,665.563   MT  0.99999038   +0 34 20.7
 GR0724;SPC NV E     -26,947,520.84    937,221.10   sFT  0.99999038   +0 34 20.7
 GR0724;UTM  11      - 4,061,076.593   712,245.644   MT  1.00015503   +1 25 08.3
 GR0724
 GR0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0724!SPC NV E     -   0.99992448  x   0.99999038  =   0.99991486
 GR0724!UTM  11      -   0.99992448  x   1.00015503  =   1.00007950
 GR0724
 GR0724                          SUPERSEDED SURVEY CONTROL
 GR0724
 GR0724  NAD 83(1994)-  36 40 17.94050(N)    114 37 29.80725(W) AD(       ) B
 GR0724  ELLIP H (03/30/95)  481.28   (m)                       GP(       ) 4 1
 GR0724  NGVD 29 (??/??/92)  507.539  (m)         1665.15   (f) ADJ UNCH    1 1
 GR0724
 GR0724.Superseded values are not recommended for survey control.
 GR0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0724.See file dsdata.txt to determine how the superseded data were derived.
 GR0724
 GR0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1224661077(NAD 83)
 GR0724_MARKER: DS = TRIANGULATION STATION DISK
 GR0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0724_STAMPING: MOAPA LAPLACE 1925
 GR0724_MARK LOGO: CGS   
 GR0724_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GR0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0724+STABILITY: SURFACE MOTION
 GR0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0724+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 GR0724
 GR0724  HISTORY     - Date     Condition        Report By
 GR0724  HISTORY     - 1925     MONUMENTED       CGS
 GR0724  HISTORY     - 1963     GOOD             NGS
 GR0724  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0724  HISTORY     - 19940320 GOOD             NGS
 GR0724  HISTORY     - 19981210 GOOD             NGS
 GR0724  HISTORY     - 19990607 GOOD             NGS
 GR0724  HISTORY     - 20030621 GOOD             JCLS
 GR0724  HISTORY     - 20031017 GOOD             INDIV
 GR0724  HISTORY     - 20050719 GOOD             GEOCAC
 GR0724
 GR0724                          STATION DESCRIPTION
 GR0724
 GR0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0724'IN MOAPA.
 GR0724'AT MOAPA, ALONG THE UNION PACIFIC RAILROAD 0.1 MILE SOUTHWEST OF THE
 GR0724'STATION, 43.5 FEET WEST OF THE WEST RAIL, 120 FEET SOUTHWEST OF THE
 GR0724'CENTER OF A GULLY, 4.1 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH
 GR0724'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 GR0724'GROUND.
 GR0724
 GR0724                          STATION RECOVERY (1982)
 GR0724
 GR0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0724'MARK NOT FOUND.
 GR0724
 GR0724                          STATION RECOVERY (1994)
 GR0724
 GR0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 GR0724'STATION IS LOCATED ABOUT 75 KM (46.60 MI) NORTHEAST OF LAS VEGAS, 5 KM
 GR0724'(3.10 MI) WEST OF GLENDALE, AT MOAPA, ALONG A DIM ROAD IN A BARE AREA,
 GR0724'IN THE SOUTHWEST 1/4 OF SECTION 32, T 14 S, R 66 E. OWNERSHIP--US
 GR0724'BUREAU OF LAND MANAGEMENT. TO REACH FROM THE UNDERPASS AT THE GLENDALE
 GR0724'EXIT OF INTERSTATE HIGHWAY 15 (EXIT 91), GO NORTH ON PAVED ROAD FOR
 GR0724'0.11 KM (0.05 MI) TO A PAVED T-ROAD.  TURN LEFT, WEST, ON THE FRONTAGE
 GR0724'ROAD FOR 1.34 KM (0.85 MI) TO A CROSSROAD AT UNDERPASS ON THE LEFT.
 GR0724'TURN RIGHT, NORTHWEST, ON STATE HIGHWAY 168 FOR 4.68 KM (2.90 MI) TO A
 GR0724'RAILROAD UNDERPASS. CONTINUE AHEAD FOR 0.12 KM (0.05 MI) TO A PAVED
 GR0724'ROAD LEFT.  TURN LEFT, SOUTHWEST, ON POSTAL LANE ROAD FOR 0.52 KM
 GR0724'(0.30 MI) TO THE PAVEMENT END JUST PAST THE MOAPA POST OFFICE.
 GR0724'CONTINUE AHEAD ON TRACK ROAD FOR 0.25 KM (0.15 MI) TO A DIM ROAD RIGHT
 GR0724'JUST PAST A WASH.  TURN SHARP RIGHT, NORTH, ON ROAD FOR 0.16 KM (0.10
 GR0724'MI) TO THE STATION ON THE RIGHT. STATION MARK IS A DISK SET IN THE TOP
 GR0724'OF A 40-CM SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 5.7 M
 GR0724'(18.7 FT) EAST OF, AND LEVEL WITH THE ROAD CENTER, 0.9 M (3.0 FT) WEST
 GR0724'OF A FIBERGLASS WITNESS POST, 34.2 M (112.2 FT) SOUTH-SOUTHWEST OF
 GR0724'BENCH MARK L 1, AND 84.5 M (277.2 FT) SOUTH-SOUTHEAST OF A UTILITY
 GR0724'POLE WITH GUY WIRE.
 GR0724
 GR0724                          STATION RECOVERY (1998)
 GR0724
 GR0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 GR0724'RECOVERY AS DESCRIBED.
 GR0724
 GR0724                          STATION RECOVERY (1999)
 GR0724
 GR0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GR0724'RECOVERED AS DESCRIBED.
 GR0724
 GR0724                          STATION RECOVERY (2003)
 GR0724
 GR0724'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 GR0724'RECOVERED IN GOOD CONDITION.
 GR0724
 GR0724                          STATION RECOVERY (2003)
 GR0724
 GR0724'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DP)
 GR0724'RECOVERED AS DESCRIBED
 GR0724
 GR0724                          STATION RECOVERY (2005)
 GR0724
 GR0724'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GR0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0725 ***********************************************************************
 GR0725  DESIGNATION -  MOAPA RM 2
 GR0725  PID         -  GR0725
 GR0725  STATE/COUNTY-  NV/CLARK
 GR0725  USGS QUAD   -  MOAPA EAST (1983)
 GR0725
 GR0725                         *CURRENT SURVEY CONTROL
 GR0725  ___________________________________________________________________
 GR0725* NAD 83(1986)-  36 40 18.     (N)    114 37 29.     (W)     SCALED    
 GR0725* NAVD 88     -       508.006  (meters)    1666.68   (feet)  ADJUSTED  
 GR0725  ___________________________________________________________________
 GR0725  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 GR0725  DYNAMIC HT  -         507.521 (meters)    1665.09  (feet)  COMP
 GR0725  MODELED GRAV-     979,661.9   (mgal)                       NAVD 88
 GR0725
 GR0725  VERT ORDER  -  FIRST     CLASS II
 GR0725
 GR0725.The horizontal coordinates were scaled from a topographic map and have
 GR0725.an estimated accuracy of +/- 6 seconds.
 GR0725
 GR0725.The orthometric height was determined by differential leveling
 GR0725.and adjusted by the National Geodetic Survey in June 1991..
 GR0725
 GR0725.The geoid height was determined by GEOID03.
 GR0725
 GR0725.The dynamic height is computed by dividing the NAVD 88
 GR0725.geopotential number by the normal gravity value computed on the
 GR0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0725.degrees latitude (g = 980.6199 gals.).
 GR0725
 GR0725.The modeled gravity was interpolated from observed gravity values.
 GR0725
 GR0725;                    North         East    Units  Estimated Accuracy
 GR0725;SPC NV E     - 8,213,620.      285,690.      MT  (+/- 180 meters Scaled)
 GR0725
 GR0725                          SUPERSEDED SURVEY CONTROL
 GR0725
 GR0725  NGVD 29 (??/??/92)  507.342  (m)         1664.50   (f) ADJ UNCH    1 2
 GR0725
 GR0725.Superseded values are not recommended for survey control.
 GR0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0725.See file dsdata.txt to determine how the superseded data were derived.
 GR0725
 GR0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA122610(NAD 83)
 GR0725_MARKER: DR = REFERENCE MARK DISK
 GR0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0725_STAMPING: MOAPA NO 2 1957
 GR0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0725+STABILITY: SURFACE MOTION
 GR0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0725+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 GR0725
 GR0725  HISTORY     - Date     Condition        Report By
 GR0725  HISTORY     - 1957     MONUMENTED       CGS
 GR0725  HISTORY     - 1963     GOOD             NGS
 GR0725  HISTORY     - 1983     MARK NOT FOUND   NGS
 GR0725  HISTORY     - 20050719 GOOD             GEOCAC
 GR0725
 GR0725                          STATION DESCRIPTION
 GR0725
 GR0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0725'IN MOAPA.
 GR0725'AT MOAPA, 0.1 MILE SOUTHWEST OF THE UNION PACIFIC RAILROAD STATION,
 GR0725'423 FEET WEST OF THE WEST RAIL, 41.23 FEET EAST-SOUTHEAST OF THE
 GR0725'STATION, 128.57 FEET SOUTH-SOUTHEAST OF BENCH MARK I 1 RESET, ABOUT
 GR0725'LEVEL WITH THE STATION, AND SET IN THE TOP OF A CONCRETE POST
 GR0725'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 GR0725
 GR0725                          STATION RECOVERY (1983)
 GR0725
 GR0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0725'MARK NOT FOUND.
 GR0725
 GR0725                          STATION RECOVERY (2005)
 GR0725
 GR0725'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GR0725'HANDHELD COORDINATES ARE N36-40-17.76 W114-37-29.40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1899 ***********************************************************************
 GR1899  DESIGNATION -  MOAPA UNION PACIFIC WATER TANK
 GR1899  PID         -  GR1899
 GR1899  STATE/COUNTY-  NV/CLARK
 GR1899  USGS QUAD   -  MOAPA EAST (1983)
 GR1899
 GR1899                         *CURRENT SURVEY CONTROL
 GR1899  ___________________________________________________________________
 GR1899* NAD 83(1994)-  36 40 22.27675(N)    114 37 20.25045(W)     ADJUSTED  
 GR1899* NAVD 88     -                                                        
 GR1899  ___________________________________________________________________
 GR1899  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 GR1899  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 GR1899
 GR1899  HORZ ORDER  -  THIRD
 GR1899
 GR1899.The horizontal coordinates were established by classical geodetic methods
 GR1899.and adjusted by the National Geodetic Survey in June 1998..
 GR1899
 GR1899
 GR1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1899
 GR1899.The geoid height was determined by GEOID03.
 GR1899
 GR1899;                    North         East     Units Scale Factor Converg.
 GR1899;SPC NV E     - 8,213,756.788   285,901.576   MT  0.99999088   +0 34 26.4
 GR1899;SPC NV E     -26,947,967.06    937,995.42   sFT  0.99999088   +0 34 26.4
 GR1899;UTM  11      - 4,061,216.099   712,479.660   MT  1.00015625   +1 25 14.2
 GR1899
 GR1899                          SUPERSEDED SURVEY CONTROL
 GR1899
 GR1899  NAD 83(1994)-  36 40 22.27629(N)    114 37 20.24846(W) AD(       ) 4
 GR1899  NAD 83(1992)-  36 40 22.27567(N)    114 37 20.24885(W) AD(       ) 4
 GR1899  NAD 83(1986)-  36 40 22.26861(N)    114 37 20.24241(W) AD(       ) 4
 GR1899  NAD 27      -  36 40 22.35800(N)    114 37 17.27800(W) AD(       ) 3
 GR1899
 GR1899.Superseded values are not recommended for survey control.
 GR1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1899.See file dsdata.txt to determine how the superseded data were derived.
 GR1899
 GR1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1248061216(NAD 83)
 GR1899_MARKER: 53 = ELEVATED TANK
 GR1899
 GR1899  HISTORY     - Date     Condition        Report By
 GR1899  HISTORY     - 1925     FIRST OBSERVED   CGS
 GR1899  HISTORY     - 20050719 MARK NOT FOUND   GEOCAC
 GR1899
 GR1899                          STATION DESCRIPTION
 GR1899
 GR1899'DESCRIBED BY GEOCACHING 2005 (WD)
 GR1899'THERE IS NO TANK STANDING AT THE POSITION OF THE PUBLISHED
 GR1899'COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8166 ***********************************************************************
 AH8166  DESIGNATION -  MOHO 2
 AH8166  PID         -  AH8166
 AH8166  STATE/COUNTY-  NV/MINERAL
 AH8166  USGS QUAD   -  MOHO MOUNTAIN (1967)
 AH8166
 AH8166                         *CURRENT SURVEY CONTROL
 AH8166  ___________________________________________________________________
 AH8166* NAD 83(1994)-  38 16 46.65538(N)    118 15 34.75556(W)     ADJUSTED  
 AH8166* NAVD 88     -      2685.0    (meters)    8809.     (feet)  VERTCON   
 AH8166  ___________________________________________________________________
 AH8166  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 AH8166  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AH8166
 AH8166  HORZ ORDER  -  THIRD
 AH8166
 AH8166.The horizontal coordinates were established by classical geodetic methods
 AH8166.and adjusted by the National Geodetic Survey in February 1999..
 AH8166
 AH8166.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8166
 AH8166.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8166
 AH8166.The geoid height was determined by GEOID03.
 AH8166
 AH8166;                    North         East     Units Scale Factor Converg.
 AH8166;SPC NV W     - 4,391,688.371   828,318.438   MT  0.99990987   +0 12 01.9
 AH8166;SPC NV W     -14,408,397.60  2,717,574.74   sFT  0.99990987   +0 12 01.9
 AH8166;UTM  11      - 4,237,591.249   389,824.888   MT  0.99974949   -0 46 49.6
 AH8166
 AH8166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8166!SPC NV W     -   0.99958276  x   0.99990987  =   0.99949267
 AH8166!UTM  11      -   0.99958276  x   0.99974949  =   0.99933235
 AH8166
 AH8166                          SUPERSEDED SURVEY CONTROL
 AH8166
 AH8166  NGVD 29 (02/26/99) 2683.7    (m)         8805.     (f) VERT ANG       
 AH8166
 AH8166.Superseded values are not recommended for survey control.
 AH8166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8166.See file dsdata.txt to determine how the superseded data were derived.
 AH8166
 AH8166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC8982537591(NAD 83)
 AH8166_MARKER: DS = TRIANGULATION STATION DISK
 AH8166_SETTING: 66 = SET IN ROCK OUTCROP
 AH8166_PROJECTION: FLUSH
 AH8166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8166+STABILITY: POSITION/ELEVATION WELL
 AH8166
 AH8166  HISTORY     - Date     Condition        Report By
 AH8166  HISTORY     - 1966     MONUMENTED       USGS
 AH8166
 AH8166                          STATION DESCRIPTION
 AH8166
 AH8166'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH8166'LOCATED ABOUT 9.5 MI. (AIRLINE) SW. OF SODAVILLE, ABOUT 6 MI. NW. OF
 AH8166'BELLEVILLE (RUINS), ABOUT 5 MI. NE. OF MARIETTA, ON THE HIGHEST POINT
 AH8166'OF THE EXCELSIOR MOUNTAINS.
 AH8166'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 10, GO
 AH8166'SW. ON STATE HIGHWAY 10 FOR 5 MI. TO THE MARIETTA RD., TURN RIGHT (W.)
 AH8166'ON MARIETTA RD. FOR 3.5 MI. TO T-RD. FORK, TURN RIGHT (N.) ON DIRT RD.
 AH8166'FOR 2.6 MI. TO RD. FORK, TAKE LEFT FORK (W.) FOR 0.15 MI. TO RD. FORK,
 AH8166'TAKE RIGHT FORK (N.) FOR 1.2 MI. TO OLD CABIN AND END OF TRUCK TRAVEL.
 AH8166'PACK N. ALONG RIDGE TO HIGHEST POINT AND STATION. ABOUT A ONE HOUR
 AH8166'PACK.
 AH8166'STATION MARK--STANDARD TABLET STAMPED---MOHO 2 1966--- SET IN ROCK
 AH8166'OUTCROP.
 AH8166'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 AH8166'1966--- AND SET IN ROCK OUTCROP, 17.03 FT. FROM STATION MARK IN DIRECT
 AH8166'28 DEGREES 03 MINUTES.
 AH8166'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED--- ---NO
 AH8166'2 1966--- AND SET IN ROCK OUTCROP, 47.49 FT. FROM STATION MARK IN
 AH8166'DIRECT 264 DEGREES 26 MINUTES.
 AH8166'MOHO NPD--STEEL PIN DRIVEN IN GROUND, 7.80 FT. FROM STATION MARK IN
 AH8166'DIRECT 257 DEGREES 03 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0423 ***********************************************************************
 LQ0423  DESIGNATION -  MOLLEN 2
 LQ0423  PID         -  LQ0423
 LQ0423  STATE/COUNTY-  NV/ELKO
 LQ0423  USGS QUAD   -  GRINDSTONE MTN (1985)
 LQ0423
 LQ0423                         *CURRENT SURVEY CONTROL
 LQ0423  ___________________________________________________________________
 LQ0423* NAD 83(1994)-  40 44 17.71393(N)    115 56 53.59576(W)     ADJUSTED  
 LQ0423* NAVD 88     -      1521.946  (meters)    4993.25   (feet)  ADJUSTED  
 LQ0423  ___________________________________________________________________
 LQ0423  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 LQ0423  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 LQ0423  DYNAMIC HT  -        1520.702 (meters)    4989.17  (feet)  COMP
 LQ0423  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 LQ0423
 LQ0423  HORZ ORDER  -  THIRD
 LQ0423  VERT ORDER  -  FIRST     CLASS II
 LQ0423
 LQ0423.The horizontal coordinates were established by classical geodetic methods
 LQ0423.and adjusted by the National Geodetic Survey in June 1998..
 LQ0423.No horizontal observational check was made to the station.
 LQ0423
 LQ0423.The orthometric height was determined by differential leveling
 LQ0423.and adjusted by the National Geodetic Survey in June 1991..
 LQ0423
 LQ0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0423
 LQ0423.The geoid height was determined by GEOID03.
 LQ0423
 LQ0423.The dynamic height is computed by dividing the NAVD 88
 LQ0423.geopotential number by the normal gravity value computed on the
 LQ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0423.degrees latitude (g = 980.6199 gals.).
 LQ0423
 LQ0423.The modeled gravity was interpolated from observed gravity values.
 LQ0423
 LQ0423;                    North         East     Units Scale Factor Converg.
 LQ0423;SPC NV E     - 8,664,645.270   169,182.029   MT  0.99991169   -0 14 17.3
 LQ0423;SPC NV E     -28,427,257.02    555,058.04   sFT  0.99991169   -0 14 17.3
 LQ0423;UTM  11      - 4,510,233.394   588,805.975   MT  0.99969707   +0 41 11.2
 LQ0423
 LQ0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0423!SPC NV E     -   0.99976427  x   0.99991169  =   0.99967598
 LQ0423!UTM  11      -   0.99976427  x   0.99969707  =   0.99946141
 LQ0423
 LQ0423:                Primary Azimuth Mark                     Grid Az
 LQ0423:SPC NV E     -  BANKS                                    038 56 06.5
 LQ0423:UTM  11      -  BANKS                                    038 00 38.0
 LQ0423
 LQ0423|---------------------------------------------------------------------|
 LQ0423| PID    Reference Object                     Distance      Geod. Az  |
 LQ0423|                                                           dddmmss.s |
 LQ0423| LQ0471 BANKS                               APPROX. 4.0 KM 0384149.2 |
 LQ0423| LQ0424 MOLLEN 2 RM 3                         7.948 METERS 18907     |
 LQ0423| LQ0421 MOLLEN RM 2                          14.460 METERS 25045     |
 LQ0423| LQ0420 MOLLEN                               23.352 METERS 27601     |
 LQ0423|---------------------------------------------------------------------|
 LQ0423
 LQ0423                          SUPERSEDED SURVEY CONTROL
 LQ0423
 LQ0423  NAD 83(1986)-  40 44 17.71878(N)    115 56 53.58681(W) AD(       ) 3
 LQ0423  NAD 27      -  40 44 18.00611(N)    115 56 50.33212(W) AD(       ) 3
 LQ0423  NGVD 29 (07/19/86) 1520.84   (m)         4989.6    (f) LEVELING    3  
 LQ0423
 LQ0423.Superseded values are not recommended for survey control.
 LQ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0423.See file dsdata.txt to determine how the superseded data were derived.
 LQ0423
 LQ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF8880610233(NAD 83)
 LQ0423_MARKER: DS = TRIANGULATION STATION DISK
 LQ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0423_STAMPING: MOLLEN 2 1970
 LQ0423_MARK LOGO: NGS   
 LQ0423_PROJECTION: FLUSH
 LQ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0423+STABILITY: SURFACE MOTION
 LQ0423
 LQ0423  HISTORY     - Date     Condition        Report By
 LQ0423  HISTORY     - 1970     MONUMENTED       NGS
 LQ0423  HISTORY     - 1970     GOOD             CGS
 LQ0423  HISTORY     - 1984     GOOD             NGS
 LQ0423
 LQ0423                          STATION DESCRIPTION
 LQ0423
 LQ0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LQ0423'THE STATION IS 11 MILES NORTHEAST OF CARLIN, 11 MILES SOUTHWEST
 LQ0423'OF ELKO AND ABOUT 1-3/4 MILES SOUTHWEST OF THE HUNTER BANKS
 LQ0423'RANCH BUILDINGS.  IT IS ALONG THE NORTHWEST SIDE OF THE
 LQ0423'RAILROAD ON PROPERTY BELONGING TO THE SOUTHERN PACIFIC COMPANY.
 LQ0423'
 LQ0423'TO REACH THE STATION FROM THE JUNCTION OF 10TH STREET AND U.S.
 LQ0423'HIGHWAY 40 IN CARLIN, GO NORTHEAST ALONG U.S. HIGHWAY 40 FOR
 LQ0423'11.0 MILES TO THE STATION ON THE RIGHT.
 LQ0423'
 LQ0423'THE STATION MARK IS A STANDARD DISK STAMPED, MOLLEN 2 1970.
 LQ0423'IT IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 LQ0423'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 83.6 FEET
 LQ0423'NORTHWEST OF THE NORTHWEST RAIL, 35.5 FEET EAST OF THE 3RD
 LQ0423'TELEPHONE POLE NORTHEAST OF MILE POST 544 AND 1 FOOT EAST OF
 LQ0423'A WITNESS POST.
 LQ0423'
 LQ0423'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, MOLLEN NO 2 1958.
 LQ0423'IT IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 LQ0423'WHICH PROJECTS ABOUT 2 INCHES.  IT IS 119-1/2 FEET NORTHWEST
 LQ0423'OF THE NORTHWEST RAIL, 67 FEET WEST OF THE DESCRIBED POLE
 LQ0423'AND 1 FOOT EAST OF A WITNESS POST.
 LQ0423'
 LQ0423'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, MOLLEN 2 NO 3
 LQ0423'1970.  IT IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LQ0423'MONUMENT WHICH PROJECTS ABOUT 1 INCH.  IT IS 77-1/2 FEET NORTHWEST
 LQ0423'OF THE NORTHWEST RAIL, 25 FEET WEST OF THE DESCRIBED POLE AND
 LQ0423'1 FOOT EAST OF A WITNESS POST.
 LQ0423'
 LQ0423'TRIANGULATION STATION BANKS 1957, WHICH IS LOCATED ABOUT 2.0
 LQ0423'MILES NORTHEAST ALONG THE NORTHWEST SIDE OF THE RAILROAD WILL
 LQ0423'SERVE AS AN AZIMUTH MARK.
 LQ0423'
 LQ0423'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LQ0423
 LQ0423                          STATION RECOVERY (1970)
 LQ0423
 LQ0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 LQ0423'11.0 MI NE FROM CARLIN.
 LQ0423'11.0 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF 10TH
 LQ0423'STREET IN CARLIN, 83.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 35 1/2
 LQ0423'FEET EAST OF THE 3RD TELEPHONE POLE NORTHEAST OF MILE POST 544 AND 1
 LQ0423'FOOT EAST OF A WITNESS POST.  THE MARK IS SET IN THE TOP OF A 12 INCH
 LQ0423'CYLINDRICAL MONUMENT WHICH PROJECTS ABOUT 1 INCH.
 LQ0423
 LQ0423                          STATION RECOVERY (1984)
 LQ0423
 LQ0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0423'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.15 KM
 LQ0423'(3.85 MI) SOUTHWEST ALONG OLD US HIGHWAY 40 (IDAHO STREET) FROM THE
 LQ0423'COURTHOUSE AT ELKO, THENCE 13.65 KM (8.55 MI) SOUTHWEST ALONG
 LQ0423'INTERSTATE 80, 0.15 KM (0.1 MI) NORTHEAST OF MILEPOST 291, 71.3 METERS
 LQ0423'(234 FT) SOUTHEAST ACROSS THE FRONTAGE ROAD FROM THE EAST BOUND
 LQ0423'HIGHWAY CENTERLINE, 33.2 METERS (109 FT) SOUTHEAST OF THE CENTER OF
 LQ0423'THE FRONTAGE ROAD, 25.4 METERS (83.5 FT) NORTHWEST OF THE NORTHWEST
 LQ0423'RAIL OF THE SOUTHERN PACIFIC RAILROAD, 14.4 METERS (47.5 FT) EAST OF
 LQ0423'RM 2, 10.8 METERS (35.5 FT) NORTH OF THE THIRD TELEPHONE POLE
 LQ0423'NORTHEAST OF RAILROAD MILEPOLE 544 AND 7.9 METERS (26 FT) NORTHEAST OF
 LQ0423'RM 3.
 LQ0423'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 LQ0423'THE MARK IS 3.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0424 ***********************************************************************
 LQ0424  DESIGNATION -  MOLLEN 2 RM 3
 LQ0424  PID         -  LQ0424
 LQ0424  STATE/COUNTY-  NV/ELKO
 LQ0424  USGS QUAD   -  GRINDSTONE MTN (1985)
 LQ0424
 LQ0424                         *CURRENT SURVEY CONTROL
 LQ0424  ___________________________________________________________________
 LQ0424* NAD 83(1986)-  40 44 18.     (N)    115 56 53.     (W)     SCALED    
 LQ0424* NAVD 88     -      1522.06   (meters)    4993.6    (feet)  RESET     
 LQ0424  ___________________________________________________________________
 LQ0424  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 LQ0424
 LQ0424  VERT ORDER  -  THIRD
 LQ0424
 LQ0424.The horizontal coordinates were scaled from a topographic map and have
 LQ0424.an estimated accuracy of +/- 6 seconds.
 LQ0424
 LQ0424.The orthometric height was computed from unverified reset data.
 LQ0424
 LQ0424.The geoid height was determined by GEOID03.
 LQ0424
 LQ0424;                    North         East    Units  Estimated Accuracy
 LQ0424;SPC NV E     - 8,664,650.      169,200.      MT  (+/- 180 meters Scaled)
 LQ0424
 LQ0424                          SUPERSEDED SURVEY CONTROL
 LQ0424
 LQ0424.No superseded survey control is available for this station.
 LQ0424
 LQ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF888102(NAD 83)
 LQ0424_MARKER: DR = REFERENCE MARK DISK
 LQ0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0424_STAMPING: MOLLEN 2 NO 3 1970
 LQ0424_MARK LOGO: NGS   
 LQ0424_PROJECTION: FLUSH
 LQ0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0424+STABILITY: SURFACE MOTION
 LQ0424
 LQ0424  HISTORY     - Date     Condition        Report By
 LQ0424  HISTORY     - 1970     MONUMENTED       NGS
 LQ0424  HISTORY     - 1984     GOOD             NGS
 LQ0424
 LQ0424                          STATION DESCRIPTION
 LQ0424
 LQ0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LQ0424'11.0 MI NE FROM CARLIN.
 LQ0424'11.0 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF 10TH
 LQ0424'STREET IN CARLIN, 77 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 26.1
 LQ0424'FEET SOUTH OF MOLLEN 2, 25 FEET WEST OF THE 3RD TELEPHONE POLE
 LQ0424'NORTHEAST OF MILE POST 544 AND 1 FOOT EAST OF A WITNESS POST.  THE
 LQ0424'MARK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 LQ0424'WHICH IS FLUSH WITH THE GROUND SURFACE.
 LQ0424
 LQ0424                          STATION RECOVERY (1984)
 LQ0424
 LQ0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0424'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 LQ0424'NEW DESCRIPTION FOLLOWS.  6.15 KM (3.85 MI) SOUTHWEST ALONG OLD US
 LQ0424'HIGHWAY 40 (IDAHO STREET) FROM THE COURTHOUSE AT ELKO, THENCE 13.65 KM
 LQ0424'(8.55 MI) SOUTHWEST ALONG INTERSTATE 80, 0.15 KM (0.1 MI) NORTHEAST OF
 LQ0424'MILEPOST 291, 73.1 METERS (240 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY
 LQ0424'CENTERLINE, 35.0 METERS (115 FT) SOUTHEAST OF THE CENTER OF THE
 LQ0424'FRONTAGE ROAD, 23.6 METERS (77.5 FT) NORTHWEST OF THE NORTHWEST RAIL,
 LQ0424'14.4 METERS (47.5 FT) WEST OF THE STATION AND 12.6 METERS (41.5 FT)
 LQ0424'SOUTHEAST OF RM 2.
 LQ0424'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 LQ0424'THE MARK IS 3.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0421 ***********************************************************************
 LQ0421  DESIGNATION -  MOLLEN RM 2
 LQ0421  PID         -  LQ0421
 LQ0421  STATE/COUNTY-  NV/ELKO
 LQ0421  USGS QUAD   -  GRINDSTONE MTN (1985)
 LQ0421
 LQ0421                         *CURRENT SURVEY CONTROL
 LQ0421  ___________________________________________________________________
 LQ0421* NAD 83(1986)-  40 44 18.     (N)    115 56 53.     (W)     SCALED    
 LQ0421* NAVD 88     -      1522.053  (meters)    4993.60   (feet)  ADJUSTED  
 LQ0421  ___________________________________________________________________
 LQ0421  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 LQ0421  DYNAMIC HT  -        1520.809 (meters)    4989.52  (feet)  COMP
 LQ0421  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 LQ0421
 LQ0421  VERT ORDER  -  FIRST     CLASS II
 LQ0421
 LQ0421.The horizontal coordinates were scaled from a topographic map and have
 LQ0421.an estimated accuracy of +/- 6 seconds.
 LQ0421
 LQ0421.The orthometric height was determined by differential leveling
 LQ0421.and adjusted by the National Geodetic Survey in June 1991..
 LQ0421
 LQ0421.The geoid height was determined by GEOID03.
 LQ0421
 LQ0421.The dynamic height is computed by dividing the NAVD 88
 LQ0421.geopotential number by the normal gravity value computed on the
 LQ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0421.degrees latitude (g = 980.6199 gals.).
 LQ0421
 LQ0421.The modeled gravity was interpolated from observed gravity values.
 LQ0421
 LQ0421;                    North         East    Units  Estimated Accuracy
 LQ0421;SPC NV E     - 8,664,650.      169,200.      MT  (+/- 180 meters Scaled)
 LQ0421
 LQ0421                          SUPERSEDED SURVEY CONTROL
 LQ0421
 LQ0421  NGVD 29 (??/??/92) 1520.947  (m)         4989.97   (f) ADJ UNCH    1 2
 LQ0421
 LQ0421.Superseded values are not recommended for survey control.
 LQ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0421.See file dsdata.txt to determine how the superseded data were derived.
 LQ0421
 LQ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF888102(NAD 83)
 LQ0421_MARKER: DR = REFERENCE MARK DISK
 LQ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0421_STAMPING: MOLLEN NO 2 1958
 LQ0421_MARK LOGO: CGS   
 LQ0421_PROJECTION: PROJECTING 6 CENTIMETERS
 LQ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0421+STABILITY: SURFACE MOTION
 LQ0421
 LQ0421  HISTORY     - Date     Condition        Report By
 LQ0421  HISTORY     - 1958     MONUMENTED       CGS
 LQ0421  HISTORY     - 1970     GOOD             NGS
 LQ0421  HISTORY     - 1984     GOOD             NGS
 LQ0421
 LQ0421                          STATION DESCRIPTION
 LQ0421
 LQ0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LQ0421'11.0 MI NE FROM CARLIN.
 LQ0421'11.0 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF 10TH
 LQ0421'STREET IN CARLIN, 119 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 67
 LQ0421'FEET WEST OF THE 3RD TELEPHONE POLE NORTHEAST OF MILE POST 544, 47.5
 LQ0421'FEET SOUTHWEST OF MOLLEN 2 AND 1 FOOT EAST OF A WITNESS POST.  THE
 LQ0421'MARK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL MONUMENT WHICH
 LQ0421'PROJECTS ABOUT 2 INCHES.
 LQ0421
 LQ0421                          STATION RECOVERY (1984)
 LQ0421
 LQ0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0421'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 LQ0421'NEW DESCRIPTION FOLLOWS.  6.15 KM (3.85 MI) SOUTHWEST ALONG OLD US
 LQ0421'HIGHWAY 40 (IDAHO STREET) FROM THE COURTHOUSE AT ELKO, THENCE 13.65 KM
 LQ0421'(8.55 MI) SOUTHWEST ALONG INTERSTATE 80, 0.15 KM (0.1 MI) NORTHEAST OF
 LQ0421'MILEPOST 291, 60.4 METERS (198 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY
 LQ0421'CENTERLINE, 36.4 METERS (119.5 FT) NORTHWEST OF THE NORTHWEST RAIL,
 LQ0421'22.2 METERS (73 FT) SOUTHEAST OF THE CENTER OF THE FRONTAGE ROAD,
 LQ0421'14.4 METERS (47.5 FT) WEST OF THE STATION AND 12.6 METERS (41.5 FT)
 LQ0421'NORTHWEST OF RM 3.
 LQ0421'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 LQ0421'THE MARK IS 2.7 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0596 ***********************************************************************
 LQ0596  DESIGNATION -  MON
 LQ0596  PID         -  LQ0596
 LQ0596  STATE/COUNTY-  NV/ELKO
 LQ0596  USGS QUAD   -  LEPPY PEAK NW (1982)
 LQ0596
 LQ0596                         *CURRENT SURVEY CONTROL
 LQ0596  ___________________________________________________________________
 LQ0596* NAD 83(1994)-  40 53 47.70666(N)    114 12 49.21804(W)     ADJUSTED  
 LQ0596* NAVD 88     -      1424.2    (meters)    4673.     (feet)  VERTCON   
 LQ0596  ___________________________________________________________________
 LQ0596  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 LQ0596  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 LQ0596
 LQ0596  HORZ ORDER  -  SECOND
 LQ0596
 LQ0596.The horizontal coordinates were established by classical geodetic methods
 LQ0596.and adjusted by the National Geodetic Survey in June 1998..
 LQ0596
 LQ0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0596
 LQ0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0596
 LQ0596.The geoid height was determined by GEOID03.
 LQ0596
 LQ0596;                    North         East     Units Scale Factor Converg.
 LQ0596;SPC NV E     - 8,683,065.406   315,406.714   MT  1.00006388   +0 53 48.5
 LQ0596;SPC NV E     -28,487,690.42  1,034,796.86   sFT  1.00006388   +0 53 48.5
 LQ0596;SPC UT C     - 2,288,056.596   271,347.161   MT  1.00007071   -1 44 18.0
 LQ0596;SPC UT N     - 1,066,118.692   271,370.939   MT  0.99997584   -1 47 21.4
 LQ0596;UTM  11      - 4,531,015.167   734,713.739   MT  1.00027811   +1 49 30.1
 LQ0596
 LQ0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0596!SPC NV E     -   0.99977942  x   1.00006388  =   0.99984329
 LQ0596!SPC UT C     -   0.99977942  x   1.00007071  =   0.99985012
 LQ0596!SPC UT N     -   0.99977942  x   0.99997584  =   0.99975527
 LQ0596!UTM  11      -   0.99977942  x   1.00027811  =   1.00005747
 LQ0596
 LQ0596:                Primary Azimuth Mark                     Grid Az
 LQ0596:SPC NV E     -  HORN                                     147 13 38.8
 LQ0596:SPC UT C     -  HORN                                     149 51 45.3
 LQ0596:SPC UT N     -  HORN                                     149 54 48.7
 LQ0596:UTM  11      -  HORN                                     146 17 57.2
 LQ0596
 LQ0596|---------------------------------------------------------------------|
 LQ0596| PID    Reference Object                     Distance      Geod. Az  |
 LQ0596|                                                           dddmmss.s |
 LQ0596| LQ0593 HORN                                APPROX. 9.7 KM 1480727.3 |
 LQ0596| DD5447 MON RM 1                              6.818 METERS 17321     |
 LQ0596| DD5448 MON RM 2                              6.498 METERS 26624     |
 LQ0596|---------------------------------------------------------------------|
 LQ0596
 LQ0596                          SUPERSEDED SURVEY CONTROL
 LQ0596
 LQ0596  NAD 83(1994)-  40 53 47.70659(N)    114 12 49.21775(W) AD(       ) 2
 LQ0596  NAD 83(1986)-  40 53 47.70103(N)    114 12 49.21197(W) AD(       ) 2
 LQ0596  NAD 27      -  40 53 47.95999(N)    114 12 46.15171(W) AD(       ) 2
 LQ0596  NGVD 29 (07/19/86) 1423.2    (m)         4669.     (f) VERT ANG       
 LQ0596
 LQ0596.Superseded values are not recommended for survey control.
 LQ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0596.See file dsdata.txt to determine how the superseded data were derived.
 LQ0596
 LQ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF3471431015(NAD 83)
 LQ0596_MARKER: DS = TRIANGULATION STATION DISK
 LQ0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0596_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LQ0596
 LQ0596  HISTORY     - Date     Condition        Report By
 LQ0596  HISTORY     - 1957     MONUMENTED       CGS
 LQ0596
 LQ0596                          STATION DESCRIPTION
 LQ0596
 LQ0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0596'THE STATION IS 18.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM
 LQ0596'OASIS AND 2.55 MILES NORTH ALONG THE MONTELLO ROAD FROM THE
 LQ0596'JUNCTION WITH U.S. HIGHWAY 40.  THIS JUNCTION IS ABOUT 12.8
 LQ0596'MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF
 LQ0596'U.S. HIGHWAYS 40 AND 50 ALT. ON THE WEST SIDE OF WENDOVER,
 LQ0596'AND 7.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM SILVERZONE
 LQ0596'PASS.
 LQ0596'
 LQ0596'TO REACH FROM OASIS, GO SOUTHEAST ON U.S. HIGHWAY 40 FOR 18.1
 LQ0596'MILES TO THE JUNCTION WITH MONTELLO ROAD, AS PER SIGN MONTELLO
 LQ0596'25.  TURN LEFT AND GO NORTHERLY ON THE GRAVEL ROAD FOR 2.55
 LQ0596'MILES TO A TRACK CROSSROAD AND THE STATION IN THE NORTHEAST
 LQ0596'ANGLE OF THE INTERSECTION.
 LQ0596'
 LQ0596'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 LQ0596'CONCRETE CYLINDERS.
 LQ0596'
 LQ0596'THE STATION MARK, STAMPED MON 1957, PROJECTS ABOUT 2 INCHES.
 LQ0596'IT IS ABOUT 40 YARDS EAST OF THE MONTELLO ROAD, 41 FEET NORTH
 LQ0596'OF THE CENTER OF THE EAST-WEST TRACK ROAD, 11 FEET SOUTH OF AN
 LQ0596'OLD 10 BY 10-INCH POST 6 FEET HIGH WITH TRIANGLE BLAZE (THE
 LQ0596'SOUTH ONE OF TWO POSTS) AND 6 FEET NORTHEAST OF A WITNESS
 LQ0596'POST.
 LQ0596'
 LQ0596'REFERENCE MARK 1, STAMPED MON NO 1 1957, IS FLUSH WITH THE
 LQ0596'GROUND AND 20 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 LQ0596'
 LQ0596'REFERENCE MARK 2, STAMPED MON NO 2 1957, PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1054 ***********************************************************************
 HQ1054  DESIGNATION -  MONITOR
 HQ1054  PID         -  HQ1054
 HQ1054  STATE/COUNTY-  NV/NYE
 HQ1054  USGS QUAD   -  MONITOR PEAK (1987)
 HQ1054
 HQ1054                         *CURRENT SURVEY CONTROL
 HQ1054  ___________________________________________________________________
 HQ1054* NAD 83(1994)-  37 58 59.15244(N)    116 53 38.49338(W)     ADJUSTED  
 HQ1054* NAVD 88     -      1943.8    (meters)    6377.     (feet)  VERTCON   
 HQ1054  ___________________________________________________________________
 HQ1054  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 HQ1054  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 HQ1054
 HQ1054  HORZ ORDER  -  SECOND
 HQ1054
 HQ1054.The horizontal coordinates were established by classical geodetic methods
 HQ1054.and adjusted by the National Geodetic Survey in June 1998..
 HQ1054
 HQ1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1054
 HQ1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1054
 HQ1054.The geoid height was determined by GEOID03.
 HQ1054
 HQ1054;                    North         East     Units Scale Factor Converg.
 HQ1054;SPC NV C     - 6,358,752.130   480,027.878   MT  0.99990491   -0 08 23.7
 HQ1054;SPC NV C     -20,862,005.95  1,574,891.46   sFT  0.99990491   -0 08 23.7
 HQ1054;UTM  11      - 4,203,944.996   509,306.376   MT  0.99960107   +0 03 54.8
 HQ1054
 HQ1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1054!SPC NV C     -   0.99969900  x   0.99990491  =   0.99960394
 HQ1054!UTM  11      -   0.99969900  x   0.99960107  =   0.99930019
 HQ1054
 HQ1054|---------------------------------------------------------------------|
 HQ1054| PID    Reference Object                     Distance      Geod. Az  |
 HQ1054|                                                           dddmmss.s |
 HQ1054| DD5450 MONITOR RM 1                          9.932 METERS 05205     |
 HQ1054| HQ1055 OBSERVATION HOUSE                     3.020 METERS 09217     |
 HQ1054| DD5451 MONITOR RM 2                          7.127 METERS 16343     |
 HQ1054| JQ0518 TONOPAH RADIO RANGE CEN TOWER       APPROX.21.6 KM 3085733.8 |
 HQ1054| DD5449 MONITOR AZ MK                                      3135616.4 |
 HQ1054|---------------------------------------------------------------------|
 HQ1054
 HQ1054                          SUPERSEDED SURVEY CONTROL
 HQ1054
 HQ1054  NAD 83(1992)-  37 58 59.15064(N)    116 53 38.49844(W) AD(       ) 2
 HQ1054  NAD 83(1986)-  37 58 59.14895(N)    116 53 38.50054(W) AD(       ) 2
 HQ1054  NAD 27      -  37 58 59.37500(N)    116 53 35.25000(W) AD(       ) 2
 HQ1054  NGVD 29 (07/19/86) 1942.7    (m)         6374.     (f) VERT ANG       
 HQ1054
 HQ1054.Superseded values are not recommended for survey control.
 HQ1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1054.See file dsdata.txt to determine how the superseded data were derived.
 HQ1054
 HQ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC0930603945(NAD 83)
 HQ1054_MARKER: DS = TRIANGULATION STATION DISK
 HQ1054_SETTING: 66 = SET IN ROCK OUTCROP
 HQ1054
 HQ1054  HISTORY     - Date     Condition        Report By
 HQ1054  HISTORY     - 1950     MONUMENTED       CGS
 HQ1054  HISTORY     - 1952     GOOD             AMS
 HQ1054
 HQ1054                          STATION DESCRIPTION
 HQ1054
 HQ1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ1054'THE STATION IS LOCATED ABOUT 27 MILES AIR LINE NORTHEAST OF
 HQ1054'GOLDFIELD, ABOUT 19 MILES AIR LINE EAST-SOUTHEAST OF TONOPAH
 HQ1054'AND 7 FEET WEST OF THE WEST SIDE OF A SMALL OBSERVATION HOUSE
 HQ1054'THAT HAS RED, BLACK AND YELLOW RINGS PAINTED AROUND IT, ON THE
 HQ1054'HIGHEST POINT OF A HIGH BLACK HILL WHICH RUNS NORTH AND SOUTH
 HQ1054'AND IS KNOWN AS MONITOR PEAK.  THE MARK PROJECTS 8 INCHES ABOVE
 HQ1054'THE GROUND SURFACE AND IS STAMPED MONITOR 1950.
 HQ1054'
 HQ1054'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 HQ1054'STATION MARK.  IT PROJECTS 18 INCHES ABOVE THE GROUND SURFACE AND
 HQ1054'IS STAMPED MONITOR NO 1 1950.
 HQ1054'
 HQ1054'REFERENCE MARK NO. 2 IS APPROXIMATELY 18 INCHES LOWER THAN THE
 HQ1054'STATION MARK.  IT PROJECTS 1 INCH ABOVE THE GROUND SURFACE AND
 HQ1054'IS STAMPED MONITOR NO 2 1950.
 HQ1054'
 HQ1054'THE AZIMUTH MARK IS LOCATED ABOUT 1.0 MILE SOUTH OF A PAVED ROAD
 HQ1054'AND 8 FEET NORTH OF A WHITE WITNESS POST, ON THE SECOND ROCK
 HQ1054'OUTCROP FROM THE NORTH END OF THE RIDGE THAT RUNS NORTHWEST FROM
 HQ1054'THE STATION.  THE MARK IS FLUSH WITH THE SURROUNDING SURFACE AND
 HQ1054'STAMPED MONITOR 1950.
 HQ1054'
 HQ1054'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO EAST ON
 HQ1054'U.S. HIGHWAY 6 FOR 12.0 MILES TO A PAVED ROAD RIGHT.  TURN RIGHT,
 HQ1054'SOUTH, AND FOLLOW THE PAVED ROAD FOR 7.3 MILES TO A TRACK ROAD
 HQ1054'ON THE RIGHT.  TAKE THE TRACK ROAD, SOUTHERLY, FOR 0.1 MILE
 HQ1054'TO A T INTERSECTION AND A GRAVEL PIT.  CONTINUE STRAIGHT AHEAD,
 HQ1054'CROSS COUNTRY, TO THE NORTH END OF THE RIDGE THAT RUNS NORTHWEST
 HQ1054'FROM A LARGE HILL.  THEN CONTINUE AROUND THE END OF THE RIDGE
 HQ1054'AND UP ITS SOUTH SIDE FOR A TOTAL MILEAGE OF 1.2 MILES TO THE
 HQ1054'SECOND ROCK OUTCROP AND THE AZIMUTH MARK AS DESCRIBED ABOVE.
 HQ1054'CONTINUE ALONG THE SOUTH SIDE OF THE RIDGE IN A SOUTHEASTERLY
 HQ1054'DIRECTION FOR 0.6 MILE TO A SADDLE ABOUT 0.25 MILE NORTH OF
 HQ1054'THE STATION AND THE END OF TRUCK TRAVEL.  PACK SOUTHERLY TO THE
 HQ1054'HIGHEST POINT AND STATION.  A 20 MINUTE PACK.  A 4 WHEEL DRIVE
 HQ1054'VEHICLE IS REQUIRED TO DRIVE ALL THE CROSS COUNTRY TRAVEL
 HQ1054'BECAUSE OF VERY SANDY GROUND.
 HQ1054
 HQ1054                          STATION RECOVERY (1952)
 HQ1054
 HQ1054'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ1054'STATION AND THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 HQ1054'
 HQ1054'THE AZIMUTH MARK WAS NOT VISITED.
 HQ1054'
 HQ1054'THE STATION IS LOCATED ON A BLACK TOPPED HILL, 16 FEET SW OF THE
 HQ1054'HIGHEST POINT AND 1-1/2 FEET LOWER.  10 FEET WEST OF THE CENTER
 HQ1054'OF A 5.3 FEET BY 6.3 BY 9.0 FEET HIGH, WOODEN OBSERVATION
 HQ1054'BUILDING.  133 FEET SOUTH OF A BLACK ROCKY TOP.  24 FEET NE OF
 HQ1054'A ROCK OUTCROP.  26 FEET EAST OF A ROCK OUTCROP.
 HQ1054'
 HQ1054'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN AN
 HQ1054'OUTCROPPING BOULDER PROJECTING 0.7 FOOT STAMPED MONITOR 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0968 ***********************************************************************
 HQ0968  DESIGNATION -  MONOCLINE
 HQ0968  PID         -  HQ0968
 HQ0968  STATE/COUNTY-  NV/ESMERALDA
 HQ0968  USGS QUAD   -  NORTH OF SILVER PEAK (1987)
 HQ0968
 HQ0968                         *CURRENT SURVEY CONTROL
 HQ0968  ___________________________________________________________________
 HQ0968* NAD 83(1994)-  37 53 25.01521(N)    117 39 26.13664(W)     ADJUSTED  
 HQ0968* NAVD 88     -      1600.3    (meters)    5250.     (feet)  VERTCON   
 HQ0968  ___________________________________________________________________
 HQ0968  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 HQ0968  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 HQ0968
 HQ0968  HORZ ORDER  -  THIRD
 HQ0968
 HQ0968.The horizontal coordinates were established by classical geodetic methods
 HQ0968.and adjusted by the National Geodetic Survey in June 1998..
 HQ0968
 HQ0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0968
 HQ0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0968
 HQ0968.The geoid height was determined by GEOID03.
 HQ0968
 HQ0968;                    North         East     Units Scale Factor Converg.
 HQ0968;SPC NV W     - 4,348,830.940   881,453.055   MT  0.99998169   +0 34 07.6
 HQ0968;SPC NV W     -14,267,789.51  2,891,900.56   sFT  0.99998169   +0 34 07.6
 HQ0968;UTM  11      - 4,193,845.275   442,208.130   MT  0.99964114   -0 24 13.2
 HQ0968
 HQ0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0968!SPC NV W     -   0.99975297  x   0.99998169  =   0.99973466
 HQ0968!UTM  11      -   0.99975297  x   0.99964114  =   0.99939419
 HQ0968
 HQ0968|---------------------------------------------------------------------|
 HQ0968| PID    Reference Object                     Distance      Geod. Az  |
 HQ0968|                                                           dddmmss.s |
 HQ0968| HQ0969 MONOCLINE CAIRN                       6.200 METERS 06302     |
 HQ0968| DB2110 MONOCLINE RM 1                       18.077 METERS 10809     |
 HQ0968| HQ0207 MONOCLINE AZ MK                                    2230233.1 |
 HQ0968| DB2111 MONOCLINE RM 2                        7.842 METERS 24445     |
 HQ0968|---------------------------------------------------------------------|
 HQ0968
 HQ0968                          SUPERSEDED SURVEY CONTROL
 HQ0968
 HQ0968  NAD 83(1992)-  37 53 25.00952(N)    117 39 26.13466(W) AD(       ) 3
 HQ0968  NAD 83(1986)-  37 53 25.01016(N)    117 39 26.13420(W) AD(       ) 3
 HQ0968  NAD 27      -  37 53 25.25000(N)    117 39 22.79200(W) AD(       ) 3
 HQ0968  NGVD 29 (07/19/86) 1599.2    (m)         5247.     (f) VERT ANG       
 HQ0968
 HQ0968.Superseded values are not recommended for survey control.
 HQ0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0968.See file dsdata.txt to determine how the superseded data were derived.
 HQ0968
 HQ0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB4220893845(NAD 83)
 HQ0968_MARKER: DS = TRIANGULATION STATION DISK
 HQ0968_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0968_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HQ0968_PROJECTION: FLUSH
 HQ0968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0968+STABILITY: POSITION/ELEVATION WELL
 HQ0968
 HQ0968  HISTORY     - Date     Condition        Report By
 HQ0968  HISTORY     - 1950     MONUMENTED       CGS
 HQ0968  HISTORY     - 1962     GOOD             USGS
 HQ0968
 HQ0968                          STATION DESCRIPTION
 HQ0968
 HQ0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0968'THE STATION IS LOCATED ON THE TOP OF A LOW BRUSH COVERED HILL
 HQ0968'WHICH IS LOCATED ABOUT 10 MILES NORTH OF SILVER PEAK AND 1 MILE
 HQ0968'EAST OF STATE HIGHWAY 47.  THE STATION MARK IS SET FLUSH WITH THE
 HQ0968'GROUND LEVEL, 20 FEET SOUTHWEST OF A CAIRN AND THE HIGHEST
 HQ0968'POINT OF THE HILL.  THE MARK IS STAMPED MONOCLINE 1950.
 HQ0968'
 HQ0968'REFERENCE MARK NO. 1 IS SET IN A BOULDER THAT PROJECTS ABOUT 6
 HQ0968'INCHES ABOVE THE GROUND LEVEL.  THE MARK IS ABOUT 2 FEET LOWER
 HQ0968'THAN THE STATION MARK AND IS STAMPED MONOCLINE NO 1 1950.
 HQ0968'
 HQ0968'REFERENCE MARK NO. 2 IS SET IN A BOULDER THAT PROJECTS ABOUT 6
 HQ0968'INCHES ABOVE THE GROUND LEVEL.  THE MARK IS ABOUT 30 INCHES
 HQ0968'LOWER THAN THE STATION MARK AND IS STAMPED MONOCLINE NO 2 1950.
 HQ0968'
 HQ0968'THE AZIMUTH MARK IS SET ON THE TOP OF A LOW ROCKY KNOLL THAT
 HQ0968'IS 55 PACES WEST OF STATE HIGHWAY 47.  THE MARK IS SET IN A
 HQ0968'BOULDER THAT PROJECTS 18 INCHES ABOVE THE GROUND LEVEL AND IS
 HQ0968'8 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS STAMPED
 HQ0968'MONOCLINE 1950.
 HQ0968'
 HQ0968'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 HQ0968'STATE HIGHWAY 47, GO SOUTH ON STATE HIGHWAY 47 FOR 10.9 MILES
 HQ0968'TO A ROAD TO THE LEFT.  (THE AZIMUTH MARK IS 0.2 MILE SOUTH OF HERE
 HQ0968'ON THE ROCKY KNOLL).  TURN LEFT AND GO 0.5 MILE TO A REVERSE Y.
 HQ0968'CONTINUE STRAIGHT AHEAD 0.85 MILES TO THE TOP OF A LOW RIDGE.
 HQ0968'TURN RIGHT AND FOLLOW THE TOP OF THE RIDGE SOUTHEAST 0.8 MILE
 HQ0968'TO THE TOP OF THE HILL AND STATION.  A DRIVE STATION.
 HQ0968
 HQ0968                          STATION RECOVERY (1962)
 HQ0968
 HQ0968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HQ0968'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37117-4, STATION 1010.
 HQ0968'NOTE BY USGS, 1960--STATION FOUND AS DESCRIBED.  THE CAIRN REFERRED TO
 HQ0968'IN THE USC AND GS DESCRIPTION NO LONGER EXISTS.
 HQ0968'STATION REACHED BY HELICOPTER.
 HQ0968'STATION MARK--A STANDARD DISK STAMPED---MONOCLINE 1950--- SET FLUSH
 HQ0968'WITH THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0207 ***********************************************************************
 HQ0207  DESIGNATION -  MONOCLINE AZ MK
 HQ0207  PID         -  HQ0207
 HQ0207  STATE/COUNTY-  NV/ESMERALDA
 HQ0207  USGS QUAD   -  NORTH OF SILVER PEAK (1987)
 HQ0207
 HQ0207                         *CURRENT SURVEY CONTROL
 HQ0207  ___________________________________________________________________
 HQ0207* NAD 83(1986)-  37 52 35.     (N)    117 40 26.     (W)     SCALED    
 HQ0207* NAVD 88     -      1509.986  (meters)    4954.01   (feet)  ADJUSTED  
 HQ0207  ___________________________________________________________________
 HQ0207  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 HQ0207  DYNAMIC HT  -        1508.339 (meters)    4948.61  (feet)  COMP
 HQ0207  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 HQ0207
 HQ0207  VERT ORDER  -  SECOND    CLASS 0
 HQ0207
 HQ0207.The horizontal coordinates were scaled from a topographic map and have
 HQ0207.an estimated accuracy of +/- 6 seconds.
 HQ0207
 HQ0207.The orthometric height was determined by differential leveling
 HQ0207.and adjusted by the National Geodetic Survey in June 1991..
 HQ0207
 HQ0207.The geoid height was determined by GEOID03.
 HQ0207
 HQ0207.The dynamic height is computed by dividing the NAVD 88
 HQ0207.geopotential number by the normal gravity value computed on the
 HQ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0207.degrees latitude (g = 980.6199 gals.).
 HQ0207
 HQ0207.The modeled gravity was interpolated from observed gravity values.
 HQ0207
 HQ0207;                    North         East    Units  Estimated Accuracy
 HQ0207;SPC NV W     - 4,347,280.      880,010.      MT  (+/- 180 meters Scaled)
 HQ0207
 HQ0207                          SUPERSEDED SURVEY CONTROL
 HQ0207
 HQ0207  NGVD 29 (??/??/92) 1508.854  (m)         4950.30   (f) ADJ UNCH    2 0
 HQ0207
 HQ0207.Superseded values are not recommended for survey control.
 HQ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0207.See file dsdata.txt to determine how the superseded data were derived.
 HQ0207
 HQ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB407923(NAD 83)
 HQ0207_MARKER: DZ = AZIMUTH MARK DISK
 HQ0207_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0207_SP_SET: ROCK OUTCROP
 HQ0207_STAMPING: MONOCLINE 1950
 HQ0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0207+STABILITY: POSITION/ELEVATION WELL
 HQ0207
 HQ0207  HISTORY     - Date     Condition        Report By
 HQ0207  HISTORY     - 1950     MONUMENTED       CGS
 HQ0207  HISTORY     - 1958     GOOD             NGS
 HQ0207
 HQ0207                          STATION DESCRIPTION
 HQ0207
 HQ0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HQ0207'8.6 MI NW FROM SILVER PEAK.
 HQ0207'8.65 MILES NORTHWEST ALONG STATE HIGHWAY 47 FROM THE SUBSTATION
 HQ0207'AT SILVER PEAK, ON THE TOP OF A LAVA ROCK COVERED HILL, IN THE
 HQ0207'TOP OF A 5-BY 6-FOOT LAVA OUTCROP WHICH PROJECTS 1 1/2 FEET
 HQ0207'ABOVE THE GROUND, 180 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HQ0207'HIGHWAY, 9 FEET SOUTH OF A WITNESS POST, AND ABOUT 20 FEET
 HQ0207'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0969 ***********************************************************************
 HQ0969  DESIGNATION -  MONOCLINE CAIRN
 HQ0969  PID         -  HQ0969
 HQ0969  STATE/COUNTY-  NV/ESMERALDA
 HQ0969  USGS QUAD   -  NORTH OF SILVER PEAK (1987)
 HQ0969
 HQ0969                         *CURRENT SURVEY CONTROL
 HQ0969  ___________________________________________________________________
 HQ0969* NAD 83(1994)-  37 53 25.10642(N)    117 39 25.91050(W)     ADJUSTED  
 HQ0969* NAVD 88     -      1600.     (meters)    5249.     (feet)  SCALED    
 HQ0969  ___________________________________________________________________
 HQ0969  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 HQ0969  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 HQ0969
 HQ0969  HORZ ORDER  -  THIRD
 HQ0969
 HQ0969.The horizontal coordinates were established by classical geodetic methods
 HQ0969.and adjusted by the National Geodetic Survey in June 1998..
 HQ0969
 HQ0969.The orthometric height was scaled from a topographic map.
 HQ0969
 HQ0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0969
 HQ0969.The geoid height was determined by GEOID03.
 HQ0969
 HQ0969;                    North         East     Units Scale Factor Converg.
 HQ0969;SPC NV W     - 4,348,833.807   881,458.552   MT  0.99998170   +0 34 07.7
 HQ0969;SPC NV W     -14,267,798.92  2,891,918.60   sFT  0.99998170   +0 34 07.7
 HQ0969;UTM  11      - 4,193,848.047   442,213.673   MT  0.99964113   -0 24 13.1
 HQ0969
 HQ0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0969!SPC NV W     -   0.99975300  x   0.99998170  =   0.99973470
 HQ0969!UTM  11      -   0.99975300  x   0.99964113  =   0.99939422
 HQ0969
 HQ0969                          SUPERSEDED SURVEY CONTROL
 HQ0969
 HQ0969  NAD 83(1992)-  37 53 25.10073(N)    117 39 25.90851(W) AD(       ) 4
 HQ0969  NAD 83(1986)-  37 53 25.10137(N)    117 39 25.90806(W) AD(       ) 4
 HQ0969  NAD 27      -  37 53 25.34100(N)    117 39 22.56600(W) AD(       ) 3
 HQ0969
 HQ0969.Superseded values are not recommended for survey control.
 HQ0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0969.See file dsdata.txt to determine how the superseded data were derived.
 HQ0969
 HQ0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB4221493848(NAD 83)
 HQ0969_MARKER: 72 = CAIRN
 HQ0969
 HQ0969  HISTORY     - Date     Condition        Report By
 HQ0969  HISTORY     - 1950     FIRST OBSERVED   CGS
 HQ0969
 HQ0969                          STATION DESCRIPTION
 HQ0969
 HQ0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HQ0969'TO REACH STATION MONOCLINE FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 HQ0969'STATE HIGHWAY 47, GO SOUTH ON STATE HIGHWAY 47 FOR 10.9 MILES
 HQ0969'TO A ROAD TO THE LEFT.
 HQ0969'TURN LEFT AND GO 0.5 MILE TO A REVERSE Y.
 HQ0969'CONTINUE STRAIGHT AHEAD 0.85 MILES TO THE TOP OF A LOW RIDGE.
 HQ0969'TURN RIGHT AND FOLLOW THE TOP OF THE RIDGE SOUTHEAST 0.8 MILE
 HQ0969'TO THE TOP OF THE HILL AND STATION MONOCLINE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0545 ***********************************************************************
 JQ0545  DESIGNATION -  MONTE
 JQ0545  PID         -  JQ0545
 JQ0545  STATE/COUNTY-  NV/ESMERALDA
 JQ0545  USGS QUAD   -  COALDALE NE (1968)
 JQ0545
 JQ0545                         *CURRENT SURVEY CONTROL
 JQ0545  ___________________________________________________________________
 JQ0545* NAD 83(1994)-  38 14 36.19269(N)    117 48 18.69503(W)     ADJUSTED  
 JQ0545* NAVD 88     -      1802.9    (meters)    5915.     (feet)  VERTCON   
 JQ0545  ___________________________________________________________________
 JQ0545  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 JQ0545  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 JQ0545
 JQ0545  HORZ ORDER  -  SECOND
 JQ0545
 JQ0545.The horizontal coordinates were established by classical geodetic methods
 JQ0545.and adjusted by the National Geodetic Survey in June 1998..
 JQ0545
 JQ0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0545
 JQ0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0545
 JQ0545.The geoid height was determined by GEOID03.
 JQ0545
 JQ0545;                    North         East     Units Scale Factor Converg.
 JQ0545;SPC NV W     - 4,387,902.884   868,113.156   MT  0.99995712   +0 28 54.1
 JQ0545;SPC NV W     -14,395,978.05  2,848,134.58   sFT  0.99995712   +0 28 54.1
 JQ0545;UTM  11      - 4,233,126.336   429,539.934   MT  0.99966114   -0 29 54.4
 JQ0545
 JQ0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0545!SPC NV W     -   0.99972108  x   0.99995712  =   0.99967821
 JQ0545!UTM  11      -   0.99972108  x   0.99966114  =   0.99938232
 JQ0545
 JQ0545:                Primary Azimuth Mark                     Grid Az
 JQ0545:SPC NV W     -  MONTE AZ MK                              006 56 56.7
 JQ0545:UTM  11      -  MONTE AZ MK                              007 55 45.2
 JQ0545
 JQ0545|---------------------------------------------------------------------|
 JQ0545| PID    Reference Object                     Distance      Geod. Az  |
 JQ0545|                                                           dddmmss.s |
 JQ0545| JQ0550 MONTE AZ MK                         APPROX. 4.9 KM 0072550.8 |
 JQ0545| DB2113 MONTE RM 2                            5.908 METERS 25735     |
 JQ0545| DB2112 MONTE RM 1                           11.497 METERS 35732     |
 JQ0545|---------------------------------------------------------------------|
 JQ0545
 JQ0545                          SUPERSEDED SURVEY CONTROL
 JQ0545
 JQ0545  NAD 83(1992)-  38 14 36.19198(N)    117 48 18.70767(W) AD(       ) 2
 JQ0545  NAD 83(1986)-  38 14 36.18997(N)    117 48 18.70499(W) AD(       ) 2
 JQ0545  NAD 27      -  38 14 36.45200(N)    117 48 15.33200(W) AD(       ) 2
 JQ0545  NGVD 29 (07/19/86) 1801.7    (m)         5911.     (f) VERT ANG       
 JQ0545
 JQ0545.Superseded values are not recommended for survey control.
 JQ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0545.See file dsdata.txt to determine how the superseded data were derived.
 JQ0545
 JQ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC2954033126(NAD 83)
 JQ0545_MARKER: DS = TRIANGULATION STATION DISK
 JQ0545_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0545_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JQ0545_PROJECTION: FLUSH
 JQ0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0545+STABILITY: POSITION/ELEVATION WELL
 JQ0545
 JQ0545  HISTORY     - Date     Condition        Report By
 JQ0545  HISTORY     - 1952     MONUMENTED       CGS
 JQ0545  HISTORY     - 1959     GOOD             CGS
 JQ0545  HISTORY     - 1965     GOOD             USGS
 JQ0545
 JQ0545                          STATION DESCRIPTION
 JQ0545
 JQ0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JQ0545'THE STATION IS LOCATED ON A KNOLL AT THE SOUTH END AND HIGHEST
 JQ0545'POINT OF A LONG RIDGE ABOUT 14 MILES AIRLINE NORTH-NORTHEAST OF
 JQ0545'COALDALE AND ABOUT 19 MILES AIRLINE SOUTHEAST OF MINA.
 JQ0545'
 JQ0545'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH GO
 JQ0545'NORTHWEST AND WEST ON U.S. HIGHWAY 95 FOR 15.4 MILES TO A CROSS
 JQ0545'ROAD AT A CULVERT.  TURN RIGHT AND GO 0.6 MILE TO A CROSS ROAD.
 JQ0545'TURN LEFT AND GO 1.5 MILES TO A FORK.  KEEP STRAIGHT AHEAD,
 JQ0545'LEFT, AND GO 2.5 MILES TO A FORK.  TURN RIGHT AND GO 0.3 MILE
 JQ0545'TO A CROSS ROAD.  KEEP STRAIGHT AHEAD AND GO 4.3 MILES TO A
 JQ0545'FORK.  KEEP STRAIGHT AHEAD, RIGHT, AND GO 0.7 MILE TO SOME
 JQ0545'RUINS OF STONE BUILDINGS AT CROW SPRING.  KEEP STRAIGHT AHEAD
 JQ0545'AND GO 0.3 MILE TO A FORK.  KEEP STRAIGHT AHEAD, LEFT, AND
 JQ0545'GO 2.6 MILES TO A FORK.  KEEP STRAIGHT AHEAD, LEFT, AS PER
 JQ0545'SIGN, MINA 35 AND GO 1.7 MILES TO A SIGN, MINA 34.  KEEP
 JQ0545'STRAIGHT AHEAD AND GO 2.0 MILES TO A DIAGONAL CROSS ROAD.
 JQ0545'KEEP STRAIGHT AHEAD AND GO 5.9 MILES TO AN OLD WELL AND
 JQ0545'THE AZIMUTH MARK ON THE LEFT.  GO SOUTH ON A DIM TRACK
 JQ0545'ROAD 3.0 MILES TO THE EAST FOOT OF A RIDGE.  PACK WEST
 JQ0545'ABOUT 20 MINUTES TO THE TOP OF THE RIDGE AND THE STATION.
 JQ0545'
 JQ0545'THE STATION MARK IS A STANDARD DISK STAMPED MONTE 1952 CEMENTED
 JQ0545'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES ABOVE THE
 JQ0545'GROUND.  IT IS 12 FEET EAST OF A 5-FOOT CAIRN.
 JQ0545'
 JQ0545'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED MONTE
 JQ0545'NO 1 1952 CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 JQ0545'ABOUT 8 INCHES ABOVE THE GROUND AND IS 3 FEET LOWER THAN THE
 JQ0545'STATION.
 JQ0545'
 JQ0545'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED MONTE NO
 JQ0545'2 1952 CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 JQ0545'ABOUT 3 FEET ABOVE THE GROUND AND IS 6 INCHES LOWER THAN THE
 JQ0545'STATION.
 JQ0545'
 JQ0545'THE AZIMUTH MARK IS LOCATED NEAR AN OLD WELL ON THE SOUTHEAST
 JQ0545'SIDE OF DIRT ROAD AND IS A STANDARD DISK STAMPED MONTE 1952
 JQ0545'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 JQ0545'10 INCHES ABOVE THE GROUND.  IT IS 28 FEET SOUTHEAST OF THE
 JQ0545'CENTERLINE OF THE ROAD, 74 FEET SOUTHWEST OF THE CENTER OF
 JQ0545'AN OLD WELL, AND 18 FEET WEST OF THE SOUTH CORNER OF A CONCRETE
 JQ0545'FOUNDATION.
 JQ0545
 JQ0545                          STATION RECOVERY (1959)
 JQ0545
 JQ0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WTJ)
 JQ0545'STATIONS AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JQ0545
 JQ0545                          STATION RECOVERY (1965)
 JQ0545
 JQ0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JQ0545'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38117-3, STATION 1008.
 JQ0545'STATION MARK--A STANDARD DISK STAMPED---MONTE 1952--- CEMENTED IN A
 JQ0545'DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0397 ***********************************************************************
 KP0397  DESIGNATION -  MONTE
 KP0397  PID         -  KP0397
 KP0397  STATE/COUNTY-  NV/WHITE PINE
 KP0397  USGS QUAD   -  HAMILTON (1990)
 KP0397
 KP0397                         *CURRENT SURVEY CONTROL
 KP0397  ___________________________________________________________________
 KP0397* NAD 83(1994)-  39 17 11.96685(N)    115 27 14.61938(W)     ADJUSTED  
 KP0397* NAVD 88     -      2787.8    (meters)    9146.     (feet)  VERTCON   
 KP0397  ___________________________________________________________________
 KP0397  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 KP0397  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 KP0397
 KP0397  HORZ ORDER  -  SECOND
 KP0397
 KP0397.The horizontal coordinates were established by classical geodetic methods
 KP0397.and adjusted by the National Geodetic Survey in June 1998..
 KP0397
 KP0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0397
 KP0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0397
 KP0397.The geoid height was determined by GEOID03.
 KP0397
 KP0397;                    North         East     Units Scale Factor Converg.
 KP0397;SPC NV E     - 8,503,427.474   211,151.963   MT  0.99990153   +0 04 54.7
 KP0397;SPC NV E     -27,898,328.30    692,754.40   sFT  0.99990153   +0 04 54.7
 KP0397;UTM  11      - 4,349,727.142   633,326.986   MT  0.99981887   +0 58 44.5
 KP0397
 KP0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0397!SPC NV E     -   0.99956602  x   0.99990153  =   0.99946759
 KP0397!UTM  11      -   0.99956602  x   0.99981887  =   0.99938497
 KP0397
 KP0397|---------------------------------------------------------------------|
 KP0397| PID    Reference Object                     Distance      Geod. Az  |
 KP0397|                                                           dddmmss.s |
 KP0397| KP0396 SUB BASE 3                            6.958 METERS 02424     |
 KP0397| DD5452 MONTE AZ MK                                        1962041.4 |
 KP0397| DD5453 MONTE RM 1                            3.833 METERS 20529     |
 KP0397|---------------------------------------------------------------------|
 KP0397
 KP0397                          SUPERSEDED SURVEY CONTROL
 KP0397
 KP0397  NAD 83(1986)-  39 17 11.96263(N)    115 27 14.61812(W) AD(       ) 2
 KP0397  NAD 27      -  39 17 12.20200(N)    115 27 11.49400(W) AD(       ) 2
 KP0397  NGVD 29 (07/19/86) 2786.4    (m)         9142.     (f) VERT ANG       
 KP0397
 KP0397.Superseded values are not recommended for survey control.
 KP0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0397.See file dsdata.txt to determine how the superseded data were derived.
 KP0397
 KP0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD3332749727(NAD 83)
 KP0397_MARKER: DS = TRIANGULATION STATION DISK
 KP0397_SETTING: 66 = SET IN ROCK OUTCROP
 KP0397
 KP0397  HISTORY     - Date     Condition        Report By
 KP0397  HISTORY     - 1954     MONUMENTED       CGS
 KP0397
 KP0397                          STATION DESCRIPTION
 KP0397
 KP0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0397'THE STATION IS LOCATED ABOUT 31 MILES, AIR LINE, EAST-SOUTHEAST
 KP0397'OF EUREKA, 31 MILES, AIR LINE, WEST OF ELY, 3 MILES, AIR LINE,
 KP0397'NORTH-NORTHEAST OF THE OLD DESERTED MINING TOWN OF HAMILTON,
 KP0397'AND 5 MILES, AIR LINE, SOUTH OF U.S. HIGHWAY 50.  IT IS ON THE
 KP0397'HIGHEST POINT AND NORTH END OF A LIGHT-COLORED RIDGE.
 KP0397'
 KP0397'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 44 AND U.S. HIGHWAY
 KP0397'50 (ABOUT 5 MILES WEST OF ELY), GO NORTH AND WEST ON U.S. HIGHWAY
 KP0397'50 FOR 31.2 MILES TO A SIDE ROAD LEFT AND SIGN HAMILTON.  TURN
 KP0397'LEFT, SOUTHWEST, AND FOLLOW THE GRADED ROAD FOR 5.0 MILES TO A FORK
 KP0397'AND SIGN HAMILTON.  TAKE THE LEFT FORK, AS PER SIGN HAMILTON,
 KP0397'AND GO 4.7 MILES TO A REVERSE Y.  CONTINUE SOUTHWEST ON THE
 KP0397'GRADED ROAD FOR 0.6 MILE TO A CROSSROAD IN THE OLD TOWN OF
 KP0397'HAMILTON AND A SIGN HAMILTON 3 SHERMANTOWN EBERHARDT 4
 KP0397'DUCKWATER.  TURN LEFT AND GO 0.4 MILE TO A FORK.  TAKE THE
 KP0397'LEFT FORK, NORTH AND EAST, AND GO 1.05 MILES UP THE HILL TO A
 KP0397'FORK.  TAKE THE LEFT FORK AND GO ABOUT 50 YARDS TO A FORK.
 KP0397'TAKE THE LEFT FORK, NORTH, AND FOLLOW THE TRACK ROAD FOR 2.1
 KP0397'MILES TO THE AZIMUTH MARK ON THE TOP OF A KNOLL ON THE
 KP0397'LEFT.  CONTINUE NORTH ON THE TRACK ROAD FOR 0.35 MILE TO THE
 KP0397'STATION.  THIS IS A DRIVE STATION WITH A 4-WHEEL DRIVE
 KP0397'VEHICLE.
 KP0397'
 KP0397'THE STATION MARK, A STANDARD DISK STAMPED MONTE 1954, IS SET
 KP0397'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 KP0397'6 INCHES ABOVE THE GROUND.  IT IS 15 FEET SOUTH OF A WHITE
 KP0397'WITNESS POST.
 KP0397'
 KP0397'REFERENCE MARK 1, A STANDARD DISK STAMPED MONTE NO 1 1954, IS
 KP0397'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 18
 KP0397'INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS
 KP0397'THE STATION MARK.
 KP0397'
 KP0397'SUB BASE 3, A ROUND TABLET WITH SUB BASE CAST ON IT AND STAMPED
 KP0397'3, IS SET IN A ROCK AND CONCRETE STRUCTURE ABOUT 18 INCHES SQUARE
 KP0397'AND PROJECTS 10 INCHES ABOVE THE GROUND.  ALL MEASUREMENTS
 KP0397'WERE TAKE ON THE APPROXIMATE CENTER OF THE 3.
 KP0397'
 KP0397'THE AZIMUTH MARK, A STANDARD DISK STAMPED MONTE 1954, IS SET IN
 KP0397'A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.  IT IS
 KP0397'ON THE TOP OF A SMALL KNOLL AND IS 31 FEET EAST-NORTHEAST
 KP0397'OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1870 ***********************************************************************
 KR1870  DESIGNATION -  MONTE
 KR1870  PID         -  KR1870
 KR1870  STATE/COUNTY-  NV/WASHOE
 KR1870  USGS QUAD   -  MOSES ROCK (1980)
 KR1870
 KR1870                         *CURRENT SURVEY CONTROL
 KR1870  ___________________________________________________________________
 KR1870* NAD 83(1994)-  39 49 56.46896(N)    119 33 02.77390(W)     ADJUSTED  
 KR1870* NAVD 88     -      2283.3    (meters)    7491.     (feet)  VERTCON   
 KR1870  ___________________________________________________________________
 KR1870  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 KR1870  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 KR1870
 KR1870  HORZ ORDER  -  THIRD
 KR1870
 KR1870.The horizontal coordinates were established by classical geodetic methods
 KR1870.and adjusted by the National Geodetic Survey in June 1998..
 KR1870
 KR1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1870
 KR1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1870
 KR1870.The geoid height was determined by GEOID03.
 KR1870
 KR1870;                    North         East     Units Scale Factor Converg.
 KR1870;SPC NV W     - 4,564,447.712   717,192.695   MT  0.99998439   -0 37 11.0
 KR1870;SPC NV W     -14,975,192.20  2,352,989.70   sFT  0.99998439   -0 37 11.0
 KR1870;UTM  11      - 4,412,263.649   281,722.371   MT  1.00018660   -1 38 04.3
 KR1870
 KR1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1870!SPC NV W     -   0.99964564  x   0.99998439  =   0.99963003
 KR1870!UTM  11      -   0.99964564  x   1.00018660  =   0.99983217
 KR1870
 KR1870|---------------------------------------------------------------------|
 KR1870| PID    Reference Object                     Distance      Geod. Az  |
 KR1870|                                                           dddmmss.s |
 KR1870| CS7128 MONTE RM 1                            2.356 METERS 19618     |
 KR1870| CS7129 MONTE RM 2                            5.703 METERS 23609     |
 KR1870|---------------------------------------------------------------------|
 KR1870
 KR1870                          SUPERSEDED SURVEY CONTROL
 KR1870
 KR1870  NAD 83(1992)-  39 49 56.47355(N)    119 33 02.77401(W) AD(       ) 3
 KR1870  NAD 83(1990)-  39 49 56.48055(N)    119 33 02.76417(W) AD(       ) 3
 KR1870  NGVD 29 (10/14/92) 2282.2    (m)         7488.     (f) VERT ANG       
 KR1870
 KR1870.Superseded values are not recommended for survey control.
 KR1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1870.See file dsdata.txt to determine how the superseded data were derived.
 KR1870
 KR1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE8172212264(NAD 83)
 KR1870_MARKER: DS = TRIANGULATION STATION DISK
 KR1870_SETTING: 66 = SET IN ROCK OUTCROP
 KR1870_SP_SET: SET IN ROCK OUTCROP
 KR1870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1870+STABILITY: POSITION/ELEVATION WELL
 KR1870
 KR1870  HISTORY     - Date     Condition        Report By
 KR1870  HISTORY     - 1956     MONUMENTED       USGS
 KR1870  HISTORY     - 1976     GOOD             USGS
 KR1870
 KR1870                          STATION DESCRIPTION
 KR1870
 KR1870'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KR1870'LOCATED ABOUT 20 MI NW. OF WADSWORTH, 10 MI W. OF NIXON.  BETWEEN
 KR1870'PYRAMID LAKE AND WARM SPRINGS VALLEY, ON BARE ROCKY TOP OF THE
 KR1870'VIRGINIA MOUNTAINS.
 KR1870'
 KR1870'TO REACH FROM SPARKS POST OFFICE, DRIVE 0.1 MI E. TO PYRAMID WAY.
 KR1870'TURN LEFT 1.9 MI TO STATE HWY. 33.  TURN RIGHT 25.9 MI.  TAKE RIGHT
 KR1870'FORK OFF HWY. 1.2 MI.  TAKE RIGHT FORK 4 MI.  TURN RIGHT THROUGH
 KR1870'TREES ONTO OLD TRACK RD. 0.1 MI.  TURN LEFT UPHILL ALONG OLD TRACK
 KR1870'RD. 1.4 MI.  LEAVE TRUCK AT FENCE AND PACK SW. UP RIDGE TO TOP AND
 KR1870'STATION.  ABOUT A 1-1/4 HOUR PACK.
 KR1870'
 KR1870'STATION MARK--STANDARD TABLET STAMPED---MONTE 1956---, CEMENTED IN
 KR1870'ROCK OUTCROP.
 KR1870'
 KR1870'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN ROCK
 KR1870'OUTCROP.
 KR1870'
 KR1870'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN ROCK
 KR1870'OUTCROP.
 KR1870
 KR1870                          STATION RECOVERY (1976)
 KR1870
 KR1870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KR1870'RECOVERED AS DESCRIBED BY USGS IN 1956.  ALL MARKS IN GOOD
 KR1870'CONDITION.  OCCUPIED FOR EDVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0550 ***********************************************************************
 JQ0550  DESIGNATION -  MONTE AZ MK
 JQ0550  PID         -  JQ0550
 JQ0550  STATE/COUNTY-  NV/ESMERALDA
 JQ0550  USGS QUAD   -  KIBBY FLAT (1980)
 JQ0550
 JQ0550                         *CURRENT SURVEY CONTROL
 JQ0550  ___________________________________________________________________
 JQ0550* NAD 83(1994)-  38 17 14.41619(N)    117 47 52.51283(W)     ADJUSTED  
 JQ0550* NAVD 88     -      1624.2    (meters)    5329.     (feet)  VERTCON   
 JQ0550  ___________________________________________________________________
 JQ0550  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 JQ0550  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 JQ0550
 JQ0550  HORZ ORDER  -  THIRD
 JQ0550
 JQ0550.The horizontal coordinates were established by classical geodetic methods
 JQ0550.and adjusted by the National Geodetic Survey in June 1998..
 JQ0550
 JQ0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0550
 JQ0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0550
 JQ0550.The geoid height was determined by GEOID03.
 JQ0550
 JQ0550;                    North         East     Units Scale Factor Converg.
 JQ0550;SPC NV W     - 4,392,786.505   868,708.364   MT  0.99995812   +0 29 12.0
 JQ0550;SPC NV W     -14,412,000.39  2,850,087.36   sFT  0.99995812   +0 29 12.0
 JQ0550;UTM  11      - 4,237,997.609   430,218.432   MT  0.99965997   -0 29 39.9
 JQ0550
 JQ0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0550!SPC NV W     -   0.99974910  x   0.99995812  =   0.99970723
 JQ0550!UTM  11      -   0.99974910  x   0.99965997  =   0.99940916
 JQ0550
 JQ0550                          SUPERSEDED SURVEY CONTROL
 JQ0550
 JQ0550  NAD 83(1992)-  38 17 14.41561(N)    117 47 52.52500(W) AD(       ) 3
 JQ0550  NAD 83(1986)-  38 17 14.41353(N)    117 47 52.52271(W) AD(       ) 3
 JQ0550  NAD 27      -  38 17 14.68400(N)    117 47 49.14700(W) AD(       ) 3
 JQ0550  NGVD 29 (07/19/86) 1623.0    (m)         5325.     (f) VERT ANG       
 JQ0550
 JQ0550.Superseded values are not recommended for survey control.
 JQ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0550.See file dsdata.txt to determine how the superseded data were derived.
 JQ0550
 JQ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC3021837998(NAD 83)
 JQ0550_MARKER: DS = TRIANGULATION STATION DISK
 JQ0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0550+STABILITY: SURFACE MOTION
 JQ0550
 JQ0550  HISTORY     - Date     Condition        Report By
 JQ0550  HISTORY     - 1952     MONUMENTED       CGS
 JQ0550
 JQ0550                          STATION DESCRIPTION
 JQ0550
 JQ0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 JQ0550'THE STATION IS LOCATED ABOUT 16 MILES AIRLINE SOUTHEAST OF
 JQ0550'MINA, 17 MILES AIRLINE NORTH NORTHEAST OF COALDALE AND ABOUT
 JQ0550'3 MILES NORTH OF TRIANGULATION STATION MONTE.
 JQ0550'
 JQ0550'THE MARK IS A STANDARD DISK STAMPED MONTE 1952.  SET IN THE TOP
 JQ0550'OF A 12 INCH CONCRETE CYLINDER THAT PROJECTS ABOUT 10 INCHES.
 JQ0550'IT IS 28 FEET SOUTHEAST OF A DIRT ROAD, 74 FEET SOUTHWEST OF THE
 JQ0550'CENTER OF AN OLD WELL, AND 18 FEET WEST OF THE SOUTH CORNER OF
 JQ0550'A CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0128 ***********************************************************************
 MT0128  DESIGNATION -  MONTELLO
 MT0128  PID         -  MT0128
 MT0128  STATE/COUNTY-  NV/ELKO
 MT0128  USGS QUAD   -  MONTELLO (1967)
 MT0128
 MT0128                         *CURRENT SURVEY CONTROL
 MT0128  ___________________________________________________________________
 MT0128* NAD 83(1994)-  41 15 33.45410(N)    114 12 15.47566(W)     ADJUSTED  
 MT0128* NAVD 88     -      1497.083  (meters)    4911.68   (feet)  ADJUSTED  
 MT0128  ___________________________________________________________________
 MT0128  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 MT0128  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 MT0128  DYNAMIC HT  -        1495.916 (meters)    4907.85  (feet)  COMP
 MT0128  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 MT0128
 MT0128  HORZ ORDER  -  SECOND
 MT0128  VERT ORDER  -  FIRST     CLASS II
 MT0128
 MT0128.The horizontal coordinates were established by classical geodetic methods
 MT0128.and adjusted by the National Geodetic Survey in June 1998..
 MT0128
 MT0128.The orthometric height was determined by differential leveling
 MT0128.and adjusted by the National Geodetic Survey in June 1991..
 MT0128
 MT0128.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0128
 MT0128.The geoid height was determined by GEOID03.
 MT0128
 MT0128.The dynamic height is computed by dividing the NAVD 88
 MT0128.geopotential number by the normal gravity value computed on the
 MT0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0128.degrees latitude (g = 980.6199 gals.).
 MT0128
 MT0128.The modeled gravity was interpolated from observed gravity values.
 MT0128
 MT0128;                    North         East     Units Scale Factor Converg.
 MT0128;SPC NV E     - 8,723,356.044   315,559.358   MT  1.00006430   +0 54 34.3
 MT0128;SPC NV E     -28,619,877.29  1,035,297.66   sFT  1.00006430   +0 54 34.3
 MT0128;SPC UT N     - 1,106,353.727   273,413.676   MT  0.99995685   -1 46 59.1
 MT0128;UTM  11      - 4,571,311.524   734,211.178   MT  1.00027515   +1 50 40.2
 MT0128
 MT0128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0128!SPC NV E     -   0.99976788  x   1.00006430  =   0.99983217
 MT0128!SPC UT N     -   0.99976788  x   0.99995685  =   0.99972474
 MT0128!UTM  11      -   0.99976788  x   1.00027515  =   1.00004297
 MT0128
 MT0128:                Primary Azimuth Mark                     Grid Az
 MT0128:SPC NV E     -  MONTELLO AZ MK                           098 51 13.1
 MT0128:SPC UT N     -  MONTELLO AZ MK                           101 32 46.5
 MT0128:UTM  11      -  MONTELLO AZ MK                           097 55 07.2
 MT0128
 MT0128|---------------------------------------------------------------------|
 MT0128| PID    Reference Object                     Distance      Geod. Az  |
 MT0128|                                                           dddmmss.s |
 MT0128| MT0127 MONTELLO AZ MK                                     0994547.4 |
 MT0128| MT0130 MONTELLO RM 1                         9.592 METERS 19928     |
 MT0128| MT0129 MONTELLO RM 2                         7.674 METERS 30553     |
 MT0128|---------------------------------------------------------------------|
 MT0128
 MT0128                          SUPERSEDED SURVEY CONTROL
 MT0128
 MT0128  NAD 83(1994)-  41 15 33.45390(N)    114 12 15.47541(W) AD(       ) 2
 MT0128  NAD 83(1986)-  41 15 33.44874(N)    114 12 15.47047(W) AD(       ) 2
 MT0128  NAD 27      -  41 15 33.72172(N)    114 12 12.40924(W) AD(       ) 2
 MT0128  NGVD 29 (??/??/92) 1495.981  (m)         4908.06   (f) ADJ UNCH    1 2
 MT0128
 MT0128.Superseded values are not recommended for survey control.
 MT0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0128.See file dsdata.txt to determine how the superseded data were derived.
 MT0128
 MT0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF3421171312(NAD 83)
 MT0128_MARKER: DS = TRIANGULATION STATION DISK
 MT0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0128_STAMPING: MONTELLO 1940
 MT0128_MARK LOGO: CGS   
 MT0128_PROJECTION: FLUSH
 MT0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0128+STABILITY: SURFACE MOTION
 MT0128
 MT0128  HISTORY     - Date     Condition        Report By
 MT0128  HISTORY     - 1940     MONUMENTED       CGS
 MT0128  HISTORY     - 1953     SEE DESCRIPTION  CGS
 MT0128  HISTORY     - 1953     GOOD             NGS
 MT0128  HISTORY     - 1958     GOOD             NGS
 MT0128  HISTORY     - 1968     SEE DESCRIPTION  USGS
 MT0128  HISTORY     - 1969     SEE DESCRIPTION  USAF
 MT0128  HISTORY     - 1984     GOOD             NGS
 MT0128
 MT0128                          STATION DESCRIPTION
 MT0128
 MT0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0128'STATION IS LOCATED ABOUT 1/2 MILE W OF MONTELLO, AND 0.15 MILE
 MT0128'N OF THE ROAD WHICH RUNS ALONG THE N SIDE OF THE RAILROAD, ON
 MT0128'A LOW SAGE-COVERED RIDGE, 42 PACES NE OF THE INTERSECTION OF TWO
 MT0128'TRACK ROADS AND 14 PACES NW OF A TRACK ROAD WHICH RUNS IN A
 MT0128'NORTHEASTERLY DIRECTION FROM THE INTERSECTION OF THE TRACK ROADS.
 MT0128'
 MT0128'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MT0128'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND
 MT0128'11A.
 MT0128'
 MT0128'AZIMUTH MARK IS ABOUT 0.4 MILE E BY S OF THE STATION, AND 0.3
 MT0128'MILE BY ROAD SW OF THE POST OFFICE IN MONTELLO.  UNDER THE
 MT0128'TELEGRAPH LINE ON THE N EDGE OF THE RAILROAD RIGHT-OF-WAY.
 MT0128'40 FEET SE OF THE CENTER OF THE ROAD AND 6 FEET WSW OF A TELEGRAPH
 MT0128'POLE, THE FIRST POLE E OF THE MONTELLO SPEED LIMIT SIGN.
 MT0128'
 MT0128'NOTE--A 4-BY 4-INCH WHITE POST PROJECTING 2.9 FEET ABOVE GROUND
 MT0128'IS SET 4 FEET S OF REFERENCE MARK NO. 1.
 MT0128'
 MT0128'TO REACH FROM THE POST OFFICE IN MONTELLO, GO SW ALONG RAILROAD
 MT0128'0.55 MILE TO TRACK ROAD, TURN RIGHT, N, ON THIS TRACK 0.15
 MT0128'MILE TO INTERSECTION OF TWO TRACK ROADS AND STATION ON RIGHT.
 MT0128
 MT0128                          STATION RECOVERY (1953)
 MT0128
 MT0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFW)
 MT0128'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MT0128
 MT0128                          STATION RECOVERY (1953)
 MT0128
 MT0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 MT0128'0.7 MI SW FROM MONTELLO.
 MT0128'0.55 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MT0128'MONTELLO, THENCE 0.15 MILE NORTHWEST ALONG A TRACK ROAD, AT THE
 MT0128'INTERSECTION OF A NORTHEAST-SOUTHWEST TRACK ROAD, ON A LOW
 MT0128'SAGEBRUSH-COVERED RIDGE, 44 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 MT0128'THE NORTHEAST-SOUTHWEST ROAD, 31.4 FEET NORTH-NORTHEAST OF MONTELLO
 MT0128'R.M. 1, 25.1 FEET SOUTHWEST OF MONTELLO R.M. 2, 2.1 FEET WEST OF A
 MT0128'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MT0128'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MT0128
 MT0128                          STATION RECOVERY (1958)
 MT0128
 MT0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MT0128'RECOVERED IN GOOD CONDITION.
 MT0128
 MT0128                          STATION RECOVERY (1968)
 MT0128
 MT0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MT0128'STATION WAS FOUND AS DESCRIBED BY USC AND GS
 MT0128'
 MT0128'THE DESCRIPTION IS ADEQUATE.
 MT0128'
 MT0128'ALL MARKS WERE FOUND IN GOOD CONDITION.
 MT0128
 MT0128                          STATION RECOVERY (1969)
 MT0128
 MT0128'RECOVERY NOTE BY US AIR FORCE 1969 (TGO)
 MT0128'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED.  NO
 MT0128'SEARCH MADE FOR AZIMUTH MARK
 MT0128
 MT0128                          STATION RECOVERY (1984)
 MT0128
 MT0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0128'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.  THE
 MT0128'1940 DESCRIPTION IS ADEQUATE EXCEPT THE GRAVEL ROAD DESCRIBED IS NOW
 MT0128'STATE HIGHWAY 233.
 MT0128'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 MT0128'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0127 ***********************************************************************
 MT0127  DESIGNATION -  MONTELLO AZ MK
 MT0127  PID         -  MT0127
 MT0127  STATE/COUNTY-  NV/ELKO
 MT0127  USGS QUAD   -  MONTELLO (1967)
 MT0127
 MT0127                         *CURRENT SURVEY CONTROL
 MT0127  ___________________________________________________________________
 MT0127* NAD 83(1986)-  41 15 31.     (N)    114 11 57.     (W)     SCALED    
 MT0127* NAVD 88     -      1490.377  (meters)    4889.68   (feet)  ADJUSTED  
 MT0127  ___________________________________________________________________
 MT0127  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 MT0127  DYNAMIC HT  -        1489.219 (meters)    4885.88  (feet)  COMP
 MT0127  MODELED GRAV-     979,795.0   (mgal)                       NAVD 88
 MT0127
 MT0127  VERT ORDER  -  FIRST     CLASS II
 MT0127
 MT0127.The horizontal coordinates were scaled from a topographic map and have
 MT0127.an estimated accuracy of +/- 6 seconds.
 MT0127
 MT0127.The orthometric height was determined by differential leveling
 MT0127.and adjusted by the National Geodetic Survey in June 1991..
 MT0127
 MT0127.The geoid height was determined by GEOID03.
 MT0127
 MT0127.The dynamic height is computed by dividing the NAVD 88
 MT0127.geopotential number by the normal gravity value computed on the
 MT0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0127.degrees latitude (g = 980.6199 gals.).
 MT0127
 MT0127.The modeled gravity was interpolated from observed gravity values.
 MT0127
 MT0127;                    North         East    Units  Estimated Accuracy
 MT0127;SPC NV E     - 8,723,290.      315,990.      MT  (+/- 180 meters Scaled)
 MT0127
 MT0127                          SUPERSEDED SURVEY CONTROL
 MT0127
 MT0127  NGVD 29 (??/??/92) 1489.279  (m)         4886.08   (f) ADJ UNCH    1 2
 MT0127
 MT0127.Superseded values are not recommended for survey control.
 MT0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0127.See file dsdata.txt to determine how the superseded data were derived.
 MT0127
 MT0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF346712(NAD 83)
 MT0127_MARKER: DB = BENCH MARK DISK
 MT0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0127_MARK LOGO: CGS   
 MT0127_PROJECTION: PROJECTING 12 CENTIMETERS
 MT0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0127+STABILITY: SURFACE MOTION
 MT0127
 MT0127  HISTORY     - Date     Condition        Report By
 MT0127  HISTORY     - 1940     MONUMENTED       CGS
 MT0127  HISTORY     - 1953     GOOD             NGS
 MT0127  HISTORY     - 1984     POOR             NGS
 MT0127
 MT0127                          STATION DESCRIPTION
 MT0127
 MT0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0127'0.3 MI SW FROM MONTELLO.
 MT0127'AT ELKO COUNTY.  0.3 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE
 MT0127'POST OFFICE AT MONTELLO, BETWEEN THE ROAD AND THE SOUTHERN PACIFIC CO.
 MT0127'RR 0.5 MILE NORTHEAST OF BENCH MARK F 348, 164.3 FT. NORTHWEST OF THE
 MT0127'NORTHWEST RAIL OF THE WEST-BOUND TRACK, 45 FT. SOUTHEAST OF THE CENTER
 MT0127'LINE OF THE ROAD 7 FT. SOUTHWEST OF A TELEGRAPH POLE, 1.6 FT. EAST OF
 MT0127'THE WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A
 MT0127'CONCRETE POST PROJECTION 0.8 FOOT ABOVE THE GROUND.
 MT0127
 MT0127                          STATION RECOVERY (1984)
 MT0127
 MT0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0127'RECOVERED IN POOR CONDITION.  NOT LEVELED TO DURING THIS SURVEY.  THE
 MT0127'1940 DESCRIPTION IS ADEQUATE EXCEPT THE GRAVEL ROAD DESCRIBED IS NOW
 MT0127'STATE HIGHWAY 233.
 MT0127'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 MT0127'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0130 ***********************************************************************
 MT0130  DESIGNATION -  MONTELLO RM 1
 MT0130  PID         -  MT0130
 MT0130  STATE/COUNTY-  NV/ELKO
 MT0130  USGS QUAD   -  MONTELLO (1967)
 MT0130
 MT0130                         *CURRENT SURVEY CONTROL
 MT0130  ___________________________________________________________________
 MT0130* NAD 83(1986)-  41 15 34.     (N)    114 12 16.     (W)     SCALED    
 MT0130* NAVD 88     -      1496.938  (meters)    4911.20   (feet)  ADJUSTED  
 MT0130  ___________________________________________________________________
 MT0130  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 MT0130  DYNAMIC HT  -        1495.772 (meters)    4907.38  (feet)  COMP
 MT0130  MODELED GRAV-     979,792.2   (mgal)                       NAVD 88
 MT0130
 MT0130  VERT ORDER  -  FIRST     CLASS II
 MT0130
 MT0130.The horizontal coordinates were scaled from a topographic map and have
 MT0130.an estimated accuracy of +/- 6 seconds.
 MT0130
 MT0130.The orthometric height was determined by differential leveling
 MT0130.and adjusted by the National Geodetic Survey in June 1991..
 MT0130
 MT0130.The geoid height was determined by GEOID03.
 MT0130
 MT0130.The dynamic height is computed by dividing the NAVD 88
 MT0130.geopotential number by the normal gravity value computed on the
 MT0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0130.degrees latitude (g = 980.6199 gals.).
 MT0130
 MT0130.The modeled gravity was interpolated from observed gravity values.
 MT0130
 MT0130;                    North         East    Units  Estimated Accuracy
 MT0130;SPC NV E     - 8,723,370.      315,550.      MT  (+/- 180 meters Scaled)
 MT0130
 MT0130                          SUPERSEDED SURVEY CONTROL
 MT0130
 MT0130  NGVD 29 (??/??/92) 1495.836  (m)         4907.59   (f) ADJ UNCH    1 2
 MT0130
 MT0130.Superseded values are not recommended for survey control.
 MT0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0130.See file dsdata.txt to determine how the superseded data were derived.
 MT0130
 MT0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF341713(NAD 83)
 MT0130_MARKER: DR = REFERENCE MARK DISK
 MT0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0130_STAMPING: MONTELLO NO 1 1940
 MT0130_MARK LOGO: CGS   
 MT0130_PROJECTION: PROJECTING 5 CENTIMETERS
 MT0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0130+STABILITY: SURFACE MOTION
 MT0130
 MT0130  HISTORY     - Date     Condition        Report By
 MT0130  HISTORY     - 1940     MONUMENTED       CGS
 MT0130  HISTORY     - 1953     GOOD             NGS
 MT0130  HISTORY     - 1984     GOOD             NGS
 MT0130
 MT0130                          STATION DESCRIPTION
 MT0130
 MT0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0130'0.7 MI SW FROM MONTELLO.
 MT0130'0.55 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MT0130'MONTELLO, THENCE 0.15 MILE NORTHWEST ALONG A TRACK ROAD, AT THE
 MT0130'INTERSECTION OF A NORTHEAST-SOUTHWEST TRACK ROAD, ON A LOW
 MT0130'SAGEBRUSH-COVERED RIDGE, 95 1/2 FEET NORTHEAST OF THE CENTER OF THE
 MT0130'INTERSECTION, 31.4 FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION
 MT0130'MONTELLO, 45.4 FEET SOUTH-SOUTHEAST OF MONTELLO R.M. 2, 27 1/2 FEET
 MT0130'NORTHWEST OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD, 2.0 FEET
 MT0130'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 MT0130'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 MT0130
 MT0130                          STATION RECOVERY (1984)
 MT0130
 MT0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0130'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.  THE
 MT0130'1940 DESCRIPTION IS ADEQUATE EXCEPT THE GRAVEL ROAD DESCRIBED IS NOW
 MT0130'STATE HIGHWAY 233.
 MT0130'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 MT0130'THE MARK IS ABOVE LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0129 ***********************************************************************
 MT0129  DESIGNATION -  MONTELLO RM 2
 MT0129  PID         -  MT0129
 MT0129  STATE/COUNTY-  NV/ELKO
 MT0129  USGS QUAD   -  MONTELLO (1967)
 MT0129
 MT0129                         *CURRENT SURVEY CONTROL
 MT0129  ___________________________________________________________________
 MT0129* NAD 83(1986)-  41 15 34.     (N)    114 12 16.     (W)     SCALED    
 MT0129* NAVD 88     -      1496.884  (meters)    4911.03   (feet)  ADJUSTED  
 MT0129  ___________________________________________________________________
 MT0129  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 MT0129  DYNAMIC HT  -        1495.718 (meters)    4907.20  (feet)  COMP
 MT0129  MODELED GRAV-     979,792.2   (mgal)                       NAVD 88
 MT0129
 MT0129  VERT ORDER  -  FIRST     CLASS II
 MT0129
 MT0129.The horizontal coordinates were scaled from a topographic map and have
 MT0129.an estimated accuracy of +/- 6 seconds.
 MT0129
 MT0129.The orthometric height was determined by differential leveling
 MT0129.and adjusted by the National Geodetic Survey in June 1991..
 MT0129
 MT0129.The geoid height was determined by GEOID03.
 MT0129
 MT0129.The dynamic height is computed by dividing the NAVD 88
 MT0129.geopotential number by the normal gravity value computed on the
 MT0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0129.degrees latitude (g = 980.6199 gals.).
 MT0129
 MT0129.The modeled gravity was interpolated from observed gravity values.
 MT0129
 MT0129;                    North         East    Units  Estimated Accuracy
 MT0129;SPC NV E     - 8,723,370.      315,550.      MT  (+/- 180 meters Scaled)
 MT0129
 MT0129                          SUPERSEDED SURVEY CONTROL
 MT0129
 MT0129  NGVD 29 (??/??/92) 1495.782  (m)         4907.41   (f) ADJ UNCH    1 2
 MT0129
 MT0129.Superseded values are not recommended for survey control.
 MT0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0129.See file dsdata.txt to determine how the superseded data were derived.
 MT0129
 MT0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF341713(NAD 83)
 MT0129_MARKER: DB = BENCH MARK DISK
 MT0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0129_STAMPING: MONTELLO NO 2 1940
 MT0129_MARK LOGO: CGS   
 MT0129_PROJECTION: PROJECTING 5 CENTIMETERS
 MT0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0129+STABILITY: SURFACE MOTION
 MT0129
 MT0129  HISTORY     - Date     Condition        Report By
 MT0129  HISTORY     - 1940     MONUMENTED       CGS
 MT0129  HISTORY     - 1953     GOOD             NGS
 MT0129  HISTORY     - 1984     GOOD             NGS
 MT0129
 MT0129                          STATION DESCRIPTION
 MT0129
 MT0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0129'0.7 MI SW FROM MONTELLO.
 MT0129'0.55 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MT0129'MONTELLO, THENCE 0.15 MILE NORTHWEST ALONG A TRACK ROAD, AT THE
 MT0129'INTERSECTION OF A NORTHEAST-SOUTHWEST TRACK ROAD, ON A LOW
 MT0129'SAGEBRUSH-COVERED RIDGE, 69 FEET NORTHWEST OF THE CENTER LINE OF THE
 MT0129'NORTHEAST-SOUTHWEST ROAD, 45.4 FEET NORTH-NORTHWEST OF MONTELLO R.M.
 MT0129'1, 25.1 FEET NORTHWEST OF TRIANGULATION STATION MONTELLO, 1.7 FEET
 MT0129'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 MT0129'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MT0129
 MT0129                          STATION RECOVERY (1984)
 MT0129
 MT0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0129'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.  THE
 MT0129'1940 DESCRIPTION IS ADEQUATE EXCEPT THE GRAVEL ROAD DESCRIBED IS NOW
 MT0129'STATE HIGHWAY 233.
 MT0129'THE MARK IS 1.2 METERS  NE FROM A WITNESS POST.
 MT0129'THE MARK IS ABOVE LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0735 ***********************************************************************
 MT0735  DESIGNATION -  MONTELLO SOU PAC RR WATER TANK
 MT0735  PID         -  MT0735
 MT0735  STATE/COUNTY-  NV/ELKO
 MT0735  USGS QUAD   -  MONTELLO (1967)
 MT0735
 MT0735                         *CURRENT SURVEY CONTROL
 MT0735  ___________________________________________________________________
 MT0735* NAD 83(1994)-  41 15 40.27863(N)    114 11 29.66194(W)     ADJUSTED  
 MT0735* NAVD 88     -                                                        
 MT0735  ___________________________________________________________________
 MT0735  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 MT0735  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 MT0735
 MT0735  HORZ ORDER  -  THIRD
 MT0735
 MT0735.The horizontal coordinates were established by classical geodetic methods
 MT0735.and adjusted by the National Geodetic Survey in June 1998..
 MT0735
 MT0735
 MT0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0735
 MT0735.The geoid height was determined by GEOID03.
 MT0735
 MT0735;                    North         East     Units Scale Factor Converg.
 MT0735;SPC NV E     - 8,723,583.575   316,622.420   MT  1.00006733   +0 55 04.7
 MT0735;SPC NV E     -28,620,623.78  1,038,785.39   sFT  1.00006733   +0 55 04.7
 MT0735;SPC UT N     - 1,106,531.046   274,486.136   MT  0.99995686   -1 46 28.9
 MT0735;UTM  11      - 4,571,556.423   735,270.610   MT  1.00028128   +1 51 10.7
 MT0735
 MT0735                          SUPERSEDED SURVEY CONTROL
 MT0735
 MT0735  NAD 83(1994)-  41 15 40.27843(N)    114 11 29.66163(W) AD(       ) 4
 MT0735  NAD 83(1986)-  41 15 40.27241(N)    114 11 29.65526(W) AD(       ) 4
 MT0735  NAD 27      -  41 15 40.54160(N)    114 11 26.59551(W) AD(       ) 3
 MT0735
 MT0735.Superseded values are not recommended for survey control.
 MT0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0735.See file dsdata.txt to determine how the superseded data were derived.
 MT0735
 MT0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF3527171556(NAD 83)
 MT0735
 MT0735  HISTORY     - Date     Condition        Report By
 MT0735  HISTORY     - 1947     MONUMENTED       CGS
 MT0735
 MT0735                          STATION DESCRIPTION
 MT0735
 MT0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0735'THE STATION IS AT THE SOUTHERN PACIFIC RAILROAD SHOPS IN
 MT0735'MONTELLO.  IT CONSISTS OF A BLACK WOODEN TANK WHICH IS ELEVATED
 MT0735'TO A HEIGHT OF ABOUT 30 FEET, AND IS PAINTED BLACK.  THIS
 MT0735'WAS THE ONLY WATER TANK IN THE TOWN AT THE TIME OF THE
 MT0735'OBSERVATIONS.
 MT0735'
 MT0735'THE APEX OF THE TANK WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0872 ***********************************************************************
 HQ0872  DESIGNATION -  MONTEZUMA
 HQ0872  PID         -  HQ0872
 HQ0872  STATE/COUNTY-  NV/ESMERALDA
 HQ0872  USGS QUAD   -  MONTEZUMA PEAK (1980)
 HQ0872
 HQ0872                         *CURRENT SURVEY CONTROL
 HQ0872  ___________________________________________________________________
 HQ0872* NAD 83(1994)-  37 41 40.29227(N)    117 21 43.57482(W)     ADJUSTED  
 HQ0872* NAVD 88     -      2554.1    (meters)    8380.     (feet)  VERTCON   
 HQ0872  ___________________________________________________________________
 HQ0872  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 HQ0872  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 HQ0872
 HQ0872  HORZ ORDER  -  SECOND
 HQ0872
 HQ0872.The horizontal coordinates were established by classical geodetic methods
 HQ0872.and adjusted by the National Geodetic Survey in June 1998..
 HQ0872
 HQ0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0872
 HQ0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0872
 HQ0872.The geoid height was determined by GEOID03.
 HQ0872
 HQ0872;                    North         East     Units Scale Factor Converg.
 HQ0872;SPC NV W     - 4,327,403.183   907,698.282   MT  1.00004282   +0 44 48.5
 HQ0872;SPC NV W     -14,197,488.61  2,978,006.78   sFT  1.00004282   +0 44 48.5
 HQ0872;SPC NV C     - 6,326,928.904   438,671.266   MT  0.99994631   -0 25 30.9
 HQ0872;SPC NV C     -20,757,599.25  1,439,207.31   sFT  0.99994631   -0 25 30.9
 HQ0872;UTM  11      - 4,171,984.567   468,076.751   MT  0.99961255   -0 13 17.1
 HQ0872
 HQ0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0872!SPC NV W     -   0.99960338  x   1.00004282  =   0.99964618
 HQ0872!SPC NV C     -   0.99960338  x   0.99994631  =   0.99954971
 HQ0872!UTM  11      -   0.99960338  x   0.99961255  =   0.99921608
 HQ0872
 HQ0872|---------------------------------------------------------------------|
 HQ0872| PID    Reference Object                     Distance      Geod. Az  |
 HQ0872|                                                           dddmmss.s |
 HQ0872| DB2116 MONTEZUMA RM 2                        6.388 METERS 14316     |
 HQ0872| DB2115 MONTEZUMA RM 1                        5.176 METERS 28428     |
 HQ0872| DB2114 MONTEZUMA AZ MK                                    3320811.2 |
 HQ0872|---------------------------------------------------------------------|
 HQ0872
 HQ0872                          SUPERSEDED SURVEY CONTROL
 HQ0872
 HQ0872  NAD 83(1992)-  37 41 40.29120(N)    117 21 43.58107(W) AD(       ) 2
 HQ0872  NAD 83(1986)-  37 41 40.29288(N)    117 21 43.58200(W) AD(       ) 2
 HQ0872  NAD 27      -  37 41 40.53100(N)    117 21 40.28200(W) AD(       ) 2
 HQ0872  NGVD 29 (07/19/86) 2552.9    (m)         8376.     (f) VERT ANG       
 HQ0872
 HQ0872.Superseded values are not recommended for survey control.
 HQ0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0872.See file dsdata.txt to determine how the superseded data were derived.
 HQ0872
 HQ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB6807771985(NAD 83)
 HQ0872_MARKER: DD = SURVEY DISK
 HQ0872_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0872
 HQ0872  HISTORY     - Date     Condition        Report By
 HQ0872  HISTORY     - 1950     MONUMENTED       USGS
 HQ0872
 HQ0872                          STATION DESCRIPTION
 HQ0872
 HQ0872'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (RJS)
 HQ0872'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT PEAK
 HQ0872'LOCALLY KNOWN AS MONTEZUMA PEAK.  IT IS ABOUT 16 MILES AIR LINE
 HQ0872'EAST SOUTHEAST OF SILVER PEAK AND 7 MILES AIR LINE WEST OF
 HQ0872'GOLDFIELD.  THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET
 HQ0872'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 5 INCHES ABOVE
 HQ0872'THE GROUND.  THE MARK IS UNSTAMPED.
 HQ0872'
 HQ0872'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER THAN THE STATION.
 HQ0872'THE BOULDER PROJECTS 8 INCHES.  THE MARK IS STAMPED MONTEZUMA
 HQ0872'USGS NO 1 1950.
 HQ0872'
 HQ0872'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.
 HQ0872'THE BOULDER PROJECTS ABOUT 8 INCHES.  THE MARK IS STAMPED
 HQ0872'MONTEZUMA USGS NO 2 1950.
 HQ0872'
 HQ0872'THE AZIMUTH MARK IS LOCATED ABOUT 150 FEET NORTHEAST OF AND
 HQ0872'20 FEET HIGHER THAN THE FORK OF THE ROAD.  IT IS ABOUT 150
 HQ0872'FEET NORTH NORTHEAST OF AN OLD KILN AND 1 FOOT SOUTHWEST OF A
 HQ0872'SMALL CAIRN.  THE BEDROCK PROJECTS 4 INCHES ABOVE THE GROUND.
 HQ0872'THE MARK IS STAMPED MONTEZUMA USGS 1950.
 HQ0872'
 HQ0872'TO REACH FROM THE POST OFFICE IN SILVER PEAK GO NORTH ON THE
 HQ0872'PAVED ROAD FOR 2 MILES TO A BLADED ROAD RIGHT.  TURN RIGHT
 HQ0872'AND FOLLOW THE MAIN ROAD FOR 15.25 MILES TO A BLADED T ROAD
 HQ0872'RIGHT AND SIGN MONTEZUMA.  TURN RIGHT AND GO 4.95 MILES TO A
 HQ0872'FORK AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED ABOVE.
 HQ0872'TAKE THE LEFT FORK AND GO 0.8 MILE TO A ROAD RIGHT.  CONTINUE
 HQ0872'STRAIGHT AHEAD FOR 0.3 MILE TO A FORK ABOUT 150 FEET BEYOND
 HQ0872'A CABIN.  TAKE THE LEFT FORK AND GO 0.3 MILE TO THE END OF THE
 HQ0872'ROAD AND THE END OF TRUCK TRAVEL.  PACK UP DRAW FOR SHORT
 HQ0872'DISTANCE, THENCE UP SLOPE TO CREST OF RIDGE.  TURN RIGHT AND
 HQ0872'PACK UP RIDGE TO THE HIGHEST POINT AND THE STATION AS
 HQ0872'DESCRIBED ABOVE.  A 1 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1766 ***********************************************************************
 KR1766  DESIGNATION -  MONUMENT 485
 KR1766  PID         -  KR1766
 KR1766  STATE/COUNTY-  NV/WASHOE
 KR1766  USGS QUAD   -  RENO (1982)
 KR1766
 KR1766                         *CURRENT SURVEY CONTROL
 KR1766  ___________________________________________________________________
 KR1766* NAD 83(1994)-  39 31 46.27254(N)    119 50 52.76410(W)     ADJUSTED  
 KR1766* NAVD 88     -      1453.14   (+/-2cm)    4767.5    (feet)  VERTCON   
 KR1766  ___________________________________________________________________
 KR1766  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 KR1766  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 KR1766
 KR1766  HORZ ORDER  -  SECOND
 KR1766  VERT ORDER  -  THIRD ? (See Below)
 KR1766
 KR1766.The horizontal coordinates were established by classical geodetic methods
 KR1766.and adjusted by the National Geodetic Survey in June 1998..
 KR1766
 KR1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1766.The vertical order pertains to the NGVD 29 superseded value.
 KR1766
 KR1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1766
 KR1766.The geoid height was determined by GEOID03.
 KR1766
 KR1766;                    North         East     Units Scale Factor Converg.
 KR1766;SPC NV W     - 4,531,143.989   691,277.760   MT  1.00004549   -0 48 18.0
 KR1766;SPC NV W     -14,865,928.24  2,267,967.12   sFT  1.00004549   -0 48 18.0
 KR1766;SPC CA 2     -   708,980.597 2,184,995.896   MT  0.99994475   +1 21 24.4
 KR1766;SPC CA 2     - 2,326,047.18  7,168,607.37   sFT  0.99994475   +1 21 24.4
 KR1766;UTM  11      - 4,379,414.564   255,216.903   MT  1.00033778   -1 48 48.9
 KR1766
 KR1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1766!SPC NV W     -   0.99977583  x   1.00004549  =   0.99982131
 KR1766!SPC CA 2     -   0.99977583  x   0.99994475  =   0.99972059
 KR1766!UTM  11      -   0.99977583  x   1.00033778  =   1.00011354
 KR1766
 KR1766                          SUPERSEDED SURVEY CONTROL
 KR1766
 KR1766  NAD 83(1992)-  39 31 46.27518(N)    119 50 52.75813(W) AD(       ) 2
 KR1766  NAD 83(1986)-  39 31 46.27446(N)    119 50 52.75248(W) AD(       ) 2
 KR1766  NAD 27      -  39 31 46.59480(N)    119 50 49.05790(W) AD(       ) 2
 KR1766  NGVD 29 (07/19/86) 1452.04   (m)         4763.9    (f) LEVELING    3  
 KR1766
 KR1766.Superseded values are not recommended for survey control.
 KR1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1766.See file dsdata.txt to determine how the superseded data were derived.
 KR1766
 KR1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5521779415(NAD 83)
 KR1766
 KR1766  HISTORY     - Date     Condition        Report By
 KR1766  HISTORY     - 1958     MONUMENTED       CGS
 KR1766
 KR1766                          STATION DESCRIPTION
 KR1766
 KR1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 KR1766'STATION IS A BRASS PLUG WITH NUMERALS 485 STAMPED UPON IT,
 KR1766'SET IN A 6-INCH SQUARE CONCRETE POST.  MARK WAS USED AS A
 KR1766'REFERENCE MARK FOR THE STATION SLAB.  ORIGIN OF THE MARK
 KR1766'UNKNOWN BUT PRESUMABLY A PRIVATE LAND SURVEY MONUMENT.  OTHER
 KR1766'SIMILAR MARKS ARE IN THE IMMEDIATE LOCALITY WITH SAME NUMERALS
 KR1766'STAMPED UPON THEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0417 ***********************************************************************
 KP0417  DESIGNATION -  MOODY MTN
 KP0417  PID         -  KP0417
 KP0417  STATE/COUNTY-  NV/NYE
 KP0417  USGS QUAD   -  MOODY PEAK (1990)
 KP0417
 KP0417                         *CURRENT SURVEY CONTROL
 KP0417  ___________________________________________________________________
 KP0417* NAD 83(1994)-  39 02 46.06034(N)    115 54 20.17768(W)     ADJUSTED  
 KP0417* NAVD 88     -      2700.8    (meters)    8861.     (feet)  VERTCON   
 KP0417  ___________________________________________________________________
 KP0417  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 KP0417  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 KP0417
 KP0417  HORZ ORDER  -  SECOND
 KP0417
 KP0417.The horizontal coordinates were established by classical geodetic methods
 KP0417.and adjusted by the National Geodetic Survey in June 1998..
 KP0417
 KP0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0417
 KP0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0417
 KP0417.The geoid height was determined by GEOID03.
 KP0417
 KP0417;                    North         East     Units Scale Factor Converg.
 KP0417;SPC NV C     - 6,476,994.540   565,879.030   MT  0.99995342   +0 28 46.0
 KP0417;SPC NV C     -21,249,939.59  1,856,554.78   sFT  0.99995342   +0 28 46.0
 KP0417;SPC NV E     - 8,476,768.329   172,103.667   MT  0.99990958   -0 12 10.9
 KP0417;SPC NV E     -27,810,864.09    564,643.45   sFT  0.99990958   -0 12 10.9
 KP0417;UTM  11      - 4,322,465.270   594,705.230   MT  0.99971044   +0 41 22.1
 KP0417
 KP0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0417!SPC NV C     -   0.99957981  x   0.99995342  =   0.99953325
 KP0417!SPC NV E     -   0.99957981  x   0.99990958  =   0.99948943
 KP0417!UTM  11      -   0.99957981  x   0.99971044  =   0.99929038
 KP0417
 KP0417|---------------------------------------------------------------------|
 KP0417| PID    Reference Object                     Distance      Geod. Az  |
 KP0417|                                                           dddmmss.s |
 KP0417| DD5454 MOODY MTN RM 1                        3.072 METERS 12827     |
 KP0417| KQ0509 NINEMILE                            APPROX.31.9 KM 2903318.2 |
 KP0417| DD5455 MOODY MTN RM 2                        7.349 METERS 33115     |
 KP0417|---------------------------------------------------------------------|
 KP0417
 KP0417                          SUPERSEDED SURVEY CONTROL
 KP0417
 KP0417  NAD 83(1986)-  39 02 46.05682(N)    115 54 20.17763(W) AD(       ) 2
 KP0417  NAD 27      -  39 02 46.30280(N)    115 54 17.00122(W) AD(       ) 2
 KP0417  NGVD 29 (07/19/86) 2699.4    (m)         8856.     (f) VERT ANG       
 KP0417
 KP0417.Superseded values are not recommended for survey control.
 KP0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0417.See file dsdata.txt to determine how the superseded data were derived.
 KP0417
 KP0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND9470522465(NAD 83)
 KP0417_MARKER: DD = SURVEY DISK
 KP0417_SETTING: 66 = SET IN ROCK OUTCROP
 KP0417
 KP0417  HISTORY     - Date     Condition        Report By
 KP0417  HISTORY     - 1972     MONUMENTED       USGS
 KP0417
 KP0417                          STATION DESCRIPTION
 KP0417
 KP0417'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (DWR)
 KP0417'LOCATED APPROXIMATELY 13 MI. NW. OF DUCKWATER INDIAN
 KP0417'RESERVATION.  APPROXIMATELY 10 MI. SW. OF POGUES STATION.  ON THE
 KP0417'HIGHEST PART OF A NW. BY SE. RIDGE KNOWN AS THE MOODY MOUNTAINS.
 KP0417'
 KP0417'REACHED BY HELICOPTER.
 KP0417'
 KP0417'STATION MARK--STANDARD ALUMINUM TABLET STAMPED MOODY MTN 1967
 KP0417'CEMENTED IN ROCK OUTCROP.
 KP0417'
 KP0417'REFERENCE MARK NO. 1--A STANDARD ALUMINUM TABLET STAMPED NO 1
 KP0417'1967 SET ON A 22 X 18-INCH BOULDER.
 KP0417'
 KP0417'REFERENCE MARK NO. 2--A STANDARD ALUMINUM TABLET STAMPED NO 2
 KP0417'1967 SET ON A 28 X 14-INCH BOULDER WHICH IS ABOUT 3 FT. ABOVE
 KP0417'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0769 ***********************************************************************
 LR0769  DESIGNATION -  MOON
 LR0769  PID         -  LR0769
 LR0769  STATE/COUNTY-  NV/LANDER
 LR0769  USGS QUAD   -  WATTS (1990)
 LR0769
 LR0769                         *CURRENT SURVEY CONTROL
 LR0769  ___________________________________________________________________
 LR0769* NAD 83(1994)-  40 07 42.15862(N)    117 07 33.64823(W)     ADJUSTED  
 LR0769* NAVD 88     -      1485.744  (meters)    4874.48   (feet)  ADJUSTED  
 LR0769  ___________________________________________________________________
 LR0769  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 LR0769  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 LR0769  DYNAMIC HT  -        1484.427 (meters)    4870.16  (feet)  COMP
 LR0769  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 LR0769
 LR0769  HORZ ORDER  -  THIRD
 LR0769  VERT ORDER  -  FIRST     CLASS II
 LR0769
 LR0769.The horizontal coordinates were established by classical geodetic methods
 LR0769.and adjusted by the National Geodetic Survey in June 1998..
 LR0769
 LR0769.The orthometric height was determined by differential leveling
 LR0769.and adjusted by the National Geodetic Survey in June 1991..
 LR0769
 LR0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0769
 LR0769.The geoid height was determined by GEOID03.
 LR0769
 LR0769.The dynamic height is computed by dividing the NAVD 88
 LR0769.geopotential number by the normal gravity value computed on the
 LR0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0769.degrees latitude (g = 980.6199 gals.).
 LR0769
 LR0769.The modeled gravity was interpolated from observed gravity values.
 LR0769
 LR0769;                    North         East     Units Scale Factor Converg.
 LR0769;SPC NV C     - 6,596,966.644   460,852.010   MT  0.99991886   -0 17 45.8
 LR0769;SPC NV C     -21,643,548.06  1,511,978.64   sFT  0.99991886   -0 17 45.8
 LR0769;UTM  11      - 4,442,013.621   489,263.703   MT  0.99960142   -0 04 52.4
 LR0769
 LR0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0769!SPC NV C     -   0.99977034  x   0.99991886  =   0.99968922
 LR0769!UTM  11      -   0.99977034  x   0.99960142  =   0.99937185
 LR0769
 LR0769:                Primary Azimuth Mark                     Grid Az
 LR0769:SPC NV C     -  MOON AZ MK                               021 52 46.1
 LR0769:UTM  11      -  MOON AZ MK                               021 39 52.7
 LR0769
 LR0769|---------------------------------------------------------------------|
 LR0769| PID    Reference Object                     Distance      Geod. Az  |
 LR0769|                                                           dddmmss.s |
 LR0769| DB8236 MOON AZ MK                                         0213500.3 |
 LR0769| DB8237 MOON RM 1                            10.379 METERS 20356     |
 LR0769| DB8238 MOON RM 2                             9.658 METERS 29217     |
 LR0769|---------------------------------------------------------------------|
 LR0769
 LR0769                          SUPERSEDED SURVEY CONTROL
 LR0769
 LR0769  NAD 83(1986)-  40 07 42.16128(N)    117 07 33.64010(W) AD(       ) 3
 LR0769  NAD 27      -  40 07 42.45280(N)    117 07 30.28450(W) AD(       ) 3
 LR0769  NGVD 29 (07/19/86) 1483.4    (m)         4867.     (f) VERT ANG       
 LR0769
 LR0769.Superseded values are not recommended for survey control.
 LR0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0769.See file dsdata.txt to determine how the superseded data were derived.
 LR0769
 LR0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME8926442014(NAD 83)
 LR0769_MARKER: DS = TRIANGULATION STATION DISK
 LR0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0769_SP_SET: CONCRETE POST
 LR0769_STAMPING: MOON 1958
 LR0769_MARK LOGO: CGS   
 LR0769_PROJECTION: PROJECTING 15 CENTIMETERS
 LR0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0769+STABILITY: SURFACE MOTION
 LR0769
 LR0769  HISTORY     - Date     Condition        Report By
 LR0769  HISTORY     - 1958     MONUMENTED       CGS
 LR0769  HISTORY     - 1958     GOOD             CGS
 LR0769  HISTORY     - 1963     GOOD             CGS
 LR0769  HISTORY     - 1980     GOOD             NGS
 LR0769  HISTORY     - 1985     GOOD             NGS
 LR0769
 LR0769                          STATION DESCRIPTION
 LR0769
 LR0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0769'THE STATION IS LOCATED, AIRLINE, 36-1/2 MILES SOUTH-SOUTHWEST
 LR0769'OF BATTLE MOUNTAIN, 27-1/2 MILES WEST OF CORTEZ AND 44 MILES
 LR0769'NORTH OF AUSTIN ON THE EAST SIDE OF THE REESE RIVER VALLEY
 LR0769'ABOUT 1 MILE EAST OF THE RIVER IN THE SAGE BRUSH FLATS.
 LR0769'
 LR0769'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BATTLE
 LR0769'MOUNTAIN GO NORTHWEST ONE BLOCK ON U.S. HIGHWAY 40 TO THE
 LR0769'INTERSECTION OF STATE HIGHWAY 8 A ON THE LEFT.  TURN LEFT AND
 LR0769'GO SOUTHWEST AND SOUTH FOR 37.2 MILES TO A SIDE ROAD ON THE
 LR0769'RIGHT AT A SIGN FISH CREEK, ELLISON RANCH.  CONTINUE SOUTH ON
 LR0769'STATE HIGHWAY 8A FOR 1.2 MILES TO THE AZIMUTH MARK ON THE
 LR0769'LEFT NEAR THE EAST EDGE OF THE RIGHT-OF-WAY.  CONTINUE SOUTH
 LR0769'0.3 MILE TO THE STATION SITE ON THE LEFT.  TURN LEFT AND DRIVE
 LR0769'EAST ACROSS SAGEBRUSH ABOUT 75 YARDS TO THE STATION.
 LR0769'
 LR0769'THE STATION MARK IS A STANDARD DISK STAMPED MOON 1958 CEMENTED
 LR0769'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 LR0769'2 INCHES ABOVE THE GROUND.  IT IS 6 FEET NORTH OF A WITNESS
 LR0769'POST.
 LR0769'
 LR0769'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MOON NO
 LR0769'1 1958 CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 LR0769'PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS AT THE SAME
 LR0769'ELEVATION AS THE STATION MARK.
 LR0769'
 LR0769'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MOON NO
 LR0769'2 1958 CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 LR0769'PROJECTING TWO INCHES ABOVE THE GROUND.  IT IS AT THE SAME
 LR0769'ELEVATION AS THE STATION MARK.
 LR0769'
 LR0769'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MOON 1958 CEMENTED
 LR0769'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 3
 LR0769'INCHES ABOVE THE GROUND.  IT IS ABOUT 100 FEET EAST OF THE
 LR0769'CENTERLINE OF THE HIGHWAY.
 LR0769
 LR0769                          STATION RECOVERY (1958)
 LR0769
 LR0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0769'STATION MARK--A STANDARD DISK STAMPED---MOON 1958---CEMENTED IN THE
 LR0769'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 LR0769'THE GROUND.
 LR0769
 LR0769                          STATION RECOVERY (1963)
 LR0769
 LR0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JJC)
 LR0769'THE STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED AS
 LR0769'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 LR0769
 LR0769                          STATION RECOVERY (1980)
 LR0769
 LR0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 LR0769'THE STATION MARK AND REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 LR0769'CONDITION A COMPLETE NEW DESCRIPTION FOLLOWS.
 LR0769'
 LR0769'STATION OCCUPIED FOR ASTRO PURPOSES ONLY.  ECCENTRICITY AS SHOWN.
 LR0769'
 LR0769'THE STATION IS LOCATED 49 MILES BY ROAD NORTH OF AUSTIN, 38 MILES
 LR0769'SOUTH SOUTHWEST OF BATTLE MOUNTAIN, ON THE EAST SIDE OF THE REESE
 LR0769'RIVER VALLEY AND ALONG THE EAST SIDE OF STATE HIGHWAY 305.
 LR0769'
 LR0769'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN, GO WEST ON U.S.
 LR0769'HIGHWAY 50 FOR 0.9 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LR0769'NORTH ON STATE HIGHWAY 305 FOR 40.2 MILES TO A SIDE ROAD LEFT AND
 LR0769'SIGN ANTELOPE VALLEY.  CONTINUE NORTH ON HIGHWAY 305 FOR 8.4 MILES TO
 LR0769'A TRACK ROAD ON THE RIGHT AND RANCH BUILDINGS ON THE LEFT.  CONTINUE
 LR0769'NORTH ON HIGHWAY 305 0.3 MILE TO THE STATION ON THE RIGHT, 0.25 MILE
 LR0769'NORTH OF MILEPOST 79.
 LR0769'
 LR0769'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 LR0769'STAMPED---MOON 1958---SET INTO THE TOP OF A SQUARE CONCRETE
 LR0769'MONUMENT PROJECTING ABOVE THE GROUND LOCATED 51.51 METERS (169.0
 LR0769'FEET) E FROM THE CENTERLINE OF HIGHWAY 305, 9.60 METERS (31.5 FEET) W
 LR0769'FROM AN EAST RIGHT OF WAY FENCELINE, AND 1.83 METERS (6.0 FEET) N
 LR0769'FROM A WOOD WITNESS POST.
 LR0769'
 LR0769'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 LR0769'NOS) DISK STAMPED---MOON NO 1 1958---SET INTO THE TOP OF A SQUARE
 LR0769'CONCRETE MONUMENT 25 CM (10.0 INCHES) ON SIDE PROJECTING 13 CM (5
 LR0769'INCHES) ABOVE THE GROUND LOCATED 51.36 METERS (168.5 FEET) E FROM THE
 LR0769'CENTERLINE OF HIGHWAY 305 AND 9.75 METERS (32.0 FEET) W FROM THE EAST
 LR0769'RIGHT OF WAY FENCELINE.
 LR0769'
 LR0769'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 LR0769'NOS) DISK STAMPED---MOON NO 2 1958---SET INTO THE TOP OF A SQUARE
 LR0769'CONCRETE MONUMENT 25 CM (10.0 INCHES) ON SIDE PROJECTING 10 CM (4
 LR0769'INCHES) ABOVE THE GROUND LOCATED 41.91 METERS (137.5 FEET) E FROM THE
 LR0769'CENTERLINE OF HIGHWAY 305 AND 19.20 METERS (63.0 FEET) W FROM THE
 LR0769'EAST RIGHT OF WAY FENCELINE.
 LR0769
 LR0769                          STATION RECOVERY (1985)
 LR0769
 LR0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LR0769'62.3 KM (38.7 MI) SOUTH FROM BATTLE MTN.
 LR0769'62.30 KM (38.72 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0769'AT BATTLE MTN, AT THE T JUNCTION OF A TRACK ROAD LEADING EAST TO A
 LR0769'WELL, 0.25 KM (0.16 MI) SOUTHWEST OF A POWER LINE CROSSING,
 LR0769'51.2 METERS (168 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 56.4 METERS
 LR0769'(185 FT) SOUTHWEST OF THE SOUTHWEST ONE OF TWO WOOD BRACE POSTS IN THE
 LR0769'RIGHT OF WAY FENCE, 10.4 METERS (34 FT) NORTHEAST OF RM 1, 9.6 METERS
 LR0769'(31.7 FT) SOUTHEAST OF RM 2 AND 9.4 METERS (31 FT) NORTHWEST OF THE
 LR0769'RIGHT OF WAY FENCE.
 LR0769'THE MARK IS 2.1 METERS  N FROM A WITNESS POST.
 LR0769'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0507 ***********************************************************************
 MV0507  DESIGNATION -  MOON
 MV0507  PID         -  MV0507
 MV0507  STATE/COUNTY-  NV/HUMBOLDT
 MV0507  USGS QUAD   -  NEW YORK PEAK (1990)
 MV0507
 MV0507                         *CURRENT SURVEY CONTROL
 MV0507  ___________________________________________________________________
 MV0507* NAD 83(1994)-  41 35 09.98572(N)    118 45 44.08592(W)     ADJUSTED  
 MV0507* NAVD 88     -      2410.0    (meters)    7907.     (feet)  VERTCON   
 MV0507  ___________________________________________________________________
 MV0507  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 MV0507  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 MV0507
 MV0507  HORZ ORDER  -  THIRD
 MV0507
 MV0507.The horizontal coordinates were established by classical geodetic methods
 MV0507.and adjusted by the National Geodetic Survey in June 1998..
 MV0507
 MV0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0507
 MV0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0507
 MV0507.The geoid height was determined by GEOID03.
 MV0507
 MV0507;                    North         East     Units Scale Factor Converg.
 MV0507;SPC NV W     - 4,758,747.352   785,082.764   MT  0.99990274   -0 07 07.5
 MV0507;SPC NV W     -15,612,656.94  2,575,725.70   sFT  0.99990274   -0 07 07.5
 MV0507;UTM  11      - 4,605,323.451   353,110.253   MT  0.99986553   -1 10 11.6
 MV0507
 MV0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0507!SPC NV W     -   0.99962532  x   0.99990274  =   0.99952810
 MV0507!UTM  11      -   0.99962532  x   0.99986553  =   0.99949090
 MV0507
 MV0507|---------------------------------------------------------------------|
 MV0507| PID    Reference Object                     Distance      Geod. Az  |
 MV0507|                                                           dddmmss.s |
 MV0507| CS5037 MOON RM 2                             6.955 METERS 09228     |
 MV0507| MV0504 KNOT                                APPROX. 8.0 KM 3294120.3 |
 MV0507| CS5036 MOON RM 1                             4.932 METERS 35818     |
 MV0507|---------------------------------------------------------------------|
 MV0507
 MV0507                          SUPERSEDED SURVEY CONTROL
 MV0507
 MV0507  NAD 83(1986)-  41 35 09.99091(N)    118 45 44.08680(W) AD(       ) 3
 MV0507  NGVD 29 (11/16/90) 2408.8    (m)         7903.     (f) VERT ANG       
 MV0507
 MV0507.Superseded values are not recommended for survey control.
 MV0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0507.See file dsdata.txt to determine how the superseded data were derived.
 MV0507
 MV0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG5311005323(NAD 83)
 MV0507_MARKER: DS = TRIANGULATION STATION DISK
 MV0507_SETTING: 66 = SET IN ROCK OUTCROP
 MV0507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0507+STABILITY: POSITION/ELEVATION WELL
 MV0507
 MV0507  HISTORY     - Date     Condition        Report By
 MV0507  HISTORY     - 1964     MONUMENTED       USGS
 MV0507
 MV0507                          STATION DESCRIPTION
 MV0507
 MV0507'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MV0507'LOCATED ABOUT 29 MI. S OF DENIO, ABOUT 9.5 MI W OF WOODWARD RANCH,
 MV0507'ABOUT 2 MI. SE OF A CORRAL, ON TOP OF A GRANITE RIDGE. STATION REACHED
 MV0507'BY HELICOPTER---NOTE--A JEEP TRAIL RUNS ABOUT 100 FT. W OF THE
 MV0507'STATION.--- STATION MARK-- STANDARD TABLET STAMPED---MOON 1964---SET
 MV0507'IN BEDROCK. REFERENCE MARK NO. 1--STANDARD TABLET, 16.18 FT. FROM
 MV0507'STATION MARK IN DIRECTI 178 DEGREE 18 MINUTE. REFERENCE MARK NO.
 MV0507'2--STANDARD TABLET, 22.82 FT. FROM STATION MARK IN DIRECTI 272 DEGREE
 MV0507'28 MINUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0711 ***********************************************************************
 JP0711  DESIGNATION -  MOON
 JP0711  PID         -  JP0711
 JP0711  STATE/COUNTY-  NV/NYE
 JP0711  USGS QUAD   -  HOT CREEK BUTTE (1980)
 JP0711
 JP0711                         *CURRENT SURVEY CONTROL
 JP0711  ___________________________________________________________________
 JP0711* NAD 83(1994)-  38 22 04.19658(N)    115 09 54.03001(W)     ADJUSTED  
 JP0711* NAVD 88     -      1457.1    (meters)    4781.     (feet)  VERTCON   
 JP0711  ___________________________________________________________________
 JP0711  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 JP0711  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 JP0711
 JP0711  HORZ ORDER  -  THIRD
 JP0711
 JP0711.The horizontal coordinates were established by classical geodetic methods
 JP0711.and adjusted by the National Geodetic Survey in June 1998..
 JP0711
 JP0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0711
 JP0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0711
 JP0711.The geoid height was determined by GEOID03.
 JP0711
 JP0711;                    North         East     Units Scale Factor Converg.
 JP0711;SPC NV C     - 6,402,496.433   631,223.191   MT  1.00011200   +0 55 56.0
 JP0711;SPC NV C     -21,005,523.71  2,070,938.09   sFT  1.00011200   +0 55 56.0
 JP0711;UTM  11      - 4,248,221.748   660,305.684   MT  0.99991648   +1 08 21.2
 JP0711
 JP0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0711!SPC NV C     -   0.99977505  x   1.00011200  =   0.99988703
 JP0711!UTM  11      -   0.99977505  x   0.99991648  =   0.99969155
 JP0711
 JP0711|---------------------------------------------------------------------|
 JP0711| PID    Reference Object                     Distance      Geod. Az  |
 JP0711|                                                           dddmmss.s |
 JP0711| CS8743 MOON RM 2                            10.314 METERS 20843     |
 JP0711| CS8742 MOON RM 1                            10.119 METERS 28447     |
 JP0711|---------------------------------------------------------------------|
 JP0711
 JP0711                          SUPERSEDED SURVEY CONTROL
 JP0711
 JP0711  NAD 83(1994)-  38 22 04.19412(N)    115 09 54.03272(W) AD(       ) 3
 JP0711  NAD 83(1986)-  38 22 04.19063(N)    115 09 54.03657(W) AD(       ) 3
 JP0711  NGVD 29 (01/04/94) 1456.0    (m)         4777.     (f) VERT ANG       
 JP0711
 JP0711.Superseded values are not recommended for survey control.
 JP0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0711.See file dsdata.txt to determine how the superseded data were derived.
 JP0711
 JP0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC6030648222(NAD 83)
 JP0711_MARKER: DS = TRIANGULATION STATION DISK
 JP0711_SETTING: 66 = SET IN ROCK OUTCROP
 JP0711_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 JP0711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JP0711+STABILITY: POSITION/ELEVATION WELL
 JP0711
 JP0711  HISTORY     - Date     Condition        Report By
 JP0711  HISTORY     - 1963     MONUMENTED       USGS
 JP0711  HISTORY     - 1965     GOOD             USGS
 JP0711
 JP0711                          STATION DESCRIPTION
 JP0711
 JP0711'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JP0711'LOCATED ABOUT 31 MI SE. OF CURRANT, 2.3 MI SW. OF WARM SPRINGS
 JP0711'RANCH.  ON HIGHEST POINT OF SHARP RIDGE OF PROMINENT HILL JUST E.
 JP0711'OF RANCH HOUSE.
 JP0711'
 JP0711'STATION REACHED BY HELICOPTER.
 JP0711'
 JP0711'STATION MARK--STANDARD TABLET STAMPED---MOON 1963---, CEMENTED IN
 JP0711'DRILL HOLE IN SOLID LIMESTONE.
 JP0711'
 JP0711'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, CEMENTED IN DRILL
 JP0711'HOLE IN LIMESTONE.
 JP0711'
 JP0711'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, CEMENTED IN DRILL
 JP0711'HOLE.
 JP0711
 JP0711                          STATION RECOVERY (1965)
 JP0711
 JP0711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JP0711'RECOVERED AS DESCRIBED BY USGS IN 1963.  ALL MARKS IN GOOD
 JP0711'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0428 ***********************************************************************
 KQ0428  DESIGNATION -  MOOR
 KQ0428  PID         -  KQ0428
 KQ0428  STATE/COUNTY-  NV/LANDER
 KQ0428  USGS QUAD   -  MOUNT AIRY (1969)
 KQ0428
 KQ0428                         *CURRENT SURVEY CONTROL
 KQ0428  ___________________________________________________________________
 KQ0428* NAD 83(1994)-  39 32 35.63376(N)    117 28 52.87421(W)     ADJUSTED  
 KQ0428* NAVD 88     -      1951.0    (meters)    6401.     (feet)  VERTCON   
 KQ0428  ___________________________________________________________________
 KQ0428  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 KQ0428  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 KQ0428
 KQ0428  HORZ ORDER  -  SECOND
 KQ0428
 KQ0428.The horizontal coordinates were established by classical geodetic methods
 KQ0428.and adjusted by the National Geodetic Survey in June 1998..
 KQ0428
 KQ0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0428
 KQ0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0428
 KQ0428.The geoid height was determined by GEOID03.
 KQ0428
 KQ0428;                    North         East     Units Scale Factor Converg.
 KQ0428;SPC NV C     - 6,532,219.360   429,975.943   MT  0.99996035   -0 31 07.3
 KQ0428;SPC NV C     -21,431,123.02  1,410,679.41   sFT  0.99996035   -0 31 07.3
 KQ0428;SPC NV W     - 4,532,482.346   894,717.915   MT  1.00001042   +0 42 05.9
 KQ0428;SPC NV W     -14,870,319.16  2,935,420.36   sFT  1.00001042   +0 42 05.9
 KQ0428;UTM  11      - 4,377,173.011   458,639.220   MT  0.99962106   -0 18 23.3
 KQ0428
 KQ0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0428!SPC NV C     -   0.99969750  x   0.99996035  =   0.99965786
 KQ0428!SPC NV W     -   0.99969750  x   1.00001042  =   0.99970791
 KQ0428!UTM  11      -   0.99969750  x   0.99962106  =   0.99931867
 KQ0428
 KQ0428:                Primary Azimuth Mark                     Grid Az
 KQ0428:SPC NV C     -  MOOR AZ MK                               229 51 00.0
 KQ0428:SPC NV W     -  MOOR AZ MK                               228 37 46.8
 KQ0428:UTM  11      -  MOOR AZ MK                               229 38 16.0
 KQ0428
 KQ0428|---------------------------------------------------------------------|
 KQ0428| PID    Reference Object                     Distance      Geod. Az  |
 KQ0428|                                                           dddmmss.s |
 KQ0428| DB2120 MOOR AZ MK                                         2291952.7 |
 KQ0428| DB2121 MOOR RM 1                            10.235 METERS 24507     |
 KQ0428| DB2122 MOOR RM 2                             7.774 METERS 34939     |
 KQ0428|---------------------------------------------------------------------|
 KQ0428
 KQ0428                          SUPERSEDED SURVEY CONTROL
 KQ0428
 KQ0428  NAD 83(1986)-  39 32 35.64165(N)    117 28 52.86184(W) AD(       ) 2
 KQ0428  NAD 27      -  39 32 35.92200(N)    117 28 49.49300(W) AD(       ) 2
 KQ0428  NGVD 29 (07/19/86) 1949.7    (m)         6397.     (f) VERT ANG       
 KQ0428
 KQ0428.Superseded values are not recommended for survey control.
 KQ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0428.See file dsdata.txt to determine how the superseded data were derived.
 KQ0428
 KQ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD5863977173(NAD 83)
 KQ0428_MARKER: DS = TRIANGULATION STATION DISK
 KQ0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0428_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KQ0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0428+STABILITY: SURFACE MOTION
 KQ0428
 KQ0428  HISTORY     - Date     Condition        Report By
 KQ0428  HISTORY     - 1954     MONUMENTED       CGS
 KQ0428  HISTORY     - 1967     GOOD             USGS
 KQ0428
 KQ0428                          STATION DESCRIPTION
 KQ0428
 KQ0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0428'THE STATION IS LOCATED ABOUT 25 MILES NORTHEAST OF EAST GATE,
 KQ0428'24 MILES WEST-NORTHWEST OF AUSTIN AND 11 MILES NORTH-NORTHWEST
 KQ0428'OF SMITH CREEK RANCH.  IT IS ON THE WEST SIDE OF A DIRT ROAD,
 KQ0428'ON THE SUMMIT OF A LOW, INCONSPICUOUS HILL COVERED WITH
 KQ0428'SAGE BRUSH.
 KQ0428'
 KQ0428'TO REACH FROM THE POST OFFICE IN AUSTIN, GO WEST AND SOUTHWEST
 KQ0428'ON U.S. HIGHWAY 50 FOR 20.6 MILES TO A Y-INTERSECTION WITH
 KQ0428'A GRAVEL ROAD AT SIGN SMITH CREEK-PORTER CANYON.  TURN RIGHT,
 KQ0428'WEST, ON GRAVEL ROAD AND CONTINUE WESTERLY ACROSS THE FLATS,
 KQ0428'ON THE MAIN ROAD, FOR 9.3 MILES TO A CROSSROAD INTERSECTION
 KQ0428'AND SIGN SMITH CREEK-PORTER CANYON.  TURN RIGHT, NORTH, ON
 KQ0428'DIRT ROAD, FOR 5.1 MILES TO A FORK, KEEP RIGHT FORK, NORTH
 KQ0428'AND NORTHEAST, FOR 5.4 MILES TO ANOTHER CROSSROAD.  CONTINUE
 KQ0428'STRAIGHT AHEAD, NORTHEASTERLY, FOR 1.0 MILE TO A FENCED-IN
 KQ0428'MEADOW.  FOLLOW THE ROAD NORTHEAST AND NORTH (ON WEST SIDE
 KQ0428'OF MEADOW) FOR 1.7 MILES TO A T-INTERSECTION.  TURN LEFT,
 KQ0428'WEST, FOR 1.5 MILES TO A CROSSROAD.  TURN SHARP RIGHT,
 KQ0428'NORTH, FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT, WEST
 KQ0428'SIDE OF THE ROAD, JUST BEFORE REACHING THE TOP OF THE GRADE.
 KQ0428'CONTINUE NORTH FOR 0.3 MILE TO THE SUMMIT OF THE GRADE AND
 KQ0428'THE STATION.
 KQ0428'
 KQ0428'THE STATION MARK, STAMPED MOOR 1954, IS A STANDARD DISK SET IN
 KQ0428'A CONCRETE CYLINDER FLUSH WITH THE GROUND.  IT IS 15 FEET WEST
 KQ0428'OF THE CENTER OF THE DIRT ROAD AND 5 FEET NORTH OF A WITNESS
 KQ0428'POST.
 KQ0428'
 KQ0428'REFERENCE MARK 1, STAMPED MOOR NO 1 1954, IS A STANDARD DISK
 KQ0428'CEMENTED IN A DRILL HOLE IN A SMALL BOULDER PROJECTING ABOUT
 KQ0428'8 INCHES ABOVE THE GROUND.  IT IS 33-1/2 FEET WEST OF THE
 KQ0428'CENTER OF THE DIRT ROAD AND ABOUT THE SAME ELEVATION AS THE
 KQ0428'STATION.
 KQ0428'
 KQ0428'REFERENCE MARK 2, STAMPED MOOR NO 2 1954, IS A STANDARD DISK
 KQ0428'SET IN A CONCRETE CYLINDER FLUSH WITH THE GROUND.  IT IS 29-1/2
 KQ0428'FEET WEST OF THE CENTER OF THE DIRT ROAD AND ABOUT THE SAME
 KQ0428'ELEVATION AS THE STATION.
 KQ0428'
 KQ0428'THE AZIMUTH MARK, STAMPED MOOR 1954, IS A STANDARD DISK CEMENTED
 KQ0428'IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT 16 INCHES ABOVE THE
 KQ0428'GROUND.  IT IS ON THE WEST SLOPE OF THE HILL, 40 PACES WEST OF
 KQ0428'THE DIRT ROAD AND 4 FEET WEST OF A WITNESS POST.
 KQ0428
 KQ0428                          STATION RECOVERY (1967)
 KQ0428
 KQ0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KQ0428'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-1, STATION 1016.
 KQ0428'REACHED BY HELICOPTER. NOTE BY USGS, 1967--TO REACH FROM POST OFFICE
 KQ0428'IN AUSTIN, GO W. ON NEW HIGHWAY 50 FOR 23.4 MI. TO A RD. RIGHT, GO
 KQ0428'RIGHT UPHILL, TO RIGHT OF WAY FENCE AND GATE AND STATION SITE. STATION
 KQ0428'MARK--A STANDARD DISK STAMPED---MOOR 1954---, SET IN A CONCRETE
 KQ0428'CYLINDER FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0275 ***********************************************************************
 MT0275  DESIGNATION -  MOOR RM 1
 MT0275  PID         -  MT0275
 MT0275  STATE/COUNTY-  NV/ELKO
 MT0275  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0275
 MT0275                         *CURRENT SURVEY CONTROL
 MT0275  ___________________________________________________________________
 MT0275* NAD 83(1986)-  41 06 46.     (N)    114 49 06.     (W)     SCALED    
 MT0275* NAVD 88     -      1902.813  (meters)    6242.81   (feet)  ADJUSTED  
 MT0275  ___________________________________________________________________
 MT0275  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 MT0275  DYNAMIC HT  -        1901.222 (meters)    6237.59  (feet)  COMP
 MT0275  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 MT0275
 MT0275  VERT ORDER  -  SECOND    CLASS 0
 MT0275
 MT0275.The horizontal coordinates were scaled from a topographic map and have
 MT0275.an estimated accuracy of +/- 6 seconds.
 MT0275
 MT0275.The orthometric height was determined by differential leveling
 MT0275.and adjusted by the National Geodetic Survey in June 1991..
 MT0275
 MT0275.The geoid height was determined by GEOID03.
 MT0275
 MT0275.The dynamic height is computed by dividing the NAVD 88
 MT0275.geopotential number by the normal gravity value computed on the
 MT0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0275.degrees latitude (g = 980.6199 gals.).
 MT0275
 MT0275.The modeled gravity was interpolated from observed gravity values.
 MT0275
 MT0275;                    North         East    Units  Estimated Accuracy
 MT0275;SPC NV E     - 8,706,450.      264,250.      MT  (+/- 180 meters Scaled)
 MT0275
 MT0275                          SUPERSEDED SURVEY CONTROL
 MT0275
 MT0275  NGVD 29 (??/??/92) 1901.642  (m)         6238.97   (f) ADJ UNCH    2 0
 MT0275
 MT0275.Superseded values are not recommended for survey control.
 MT0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0275.See file dsdata.txt to determine how the superseded data were derived.
 MT0275
 MT0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF831535(NAD 83)
 MT0275_MARKER: DR = REFERENCE MARK DISK
 MT0275_SETTING: 66 = SET IN ROCK OUTCROP
 MT0275_SP_SET: SET IN ROCK OUTCROP
 MT0275_STAMPING: MOOR NO 1 1957
 MT0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0275+STABILITY: POSITION/ELEVATION WELL
 MT0275
 MT0275  HISTORY     - Date     Condition        Report By
 MT0275  HISTORY     - 1957     MONUMENTED       CGS
 MT0275  HISTORY     - 1984     MARK NOT FOUND   NGS
 MT0275
 MT0275                          STATION DESCRIPTION
 MT0275
 MT0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0275'8.4 MI E FROM WELLS.
 MT0275'8.4 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0275'AVE. AND U.S. HIGHWAY 40 AT WELLS, 81.0 FEET NORTHWEST OF CENTER LINE
 MT0275'OF THE HIGHWAY, 24.0 FEET NORTH OF THE STATION MARK, SET IN A ROCK
 MT0275'OUTCROP PROJECTING 2 INCHES ABOVE GROUND SURFACE.
 MT0275
 MT0275                          STATION RECOVERY (1984)
 MT0275
 MT0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0275'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0274 ***********************************************************************
 MT0274  DESIGNATION -  MOOR RM 2
 MT0274  PID         -  MT0274
 MT0274  STATE/COUNTY-  NV/ELKO
 MT0274  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0274
 MT0274                         *CURRENT SURVEY CONTROL
 MT0274  ___________________________________________________________________
 MT0274* NAD 83(1986)-  41 06 46.     (N)    114 49 06.     (W)     SCALED    
 MT0274* NAVD 88     -      1902.648  (meters)    6242.27   (feet)  ADJUSTED  
 MT0274  ___________________________________________________________________
 MT0274  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 MT0274  DYNAMIC HT  -        1901.057 (meters)    6237.05  (feet)  COMP
 MT0274  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 MT0274
 MT0274  VERT ORDER  -  SECOND    CLASS 0
 MT0274
 MT0274.The horizontal coordinates were scaled from a topographic map and have
 MT0274.an estimated accuracy of +/- 6 seconds.
 MT0274
 MT0274.The orthometric height was determined by differential leveling
 MT0274.and adjusted by the National Geodetic Survey in June 1991..
 MT0274
 MT0274.The geoid height was determined by GEOID03.
 MT0274
 MT0274.The dynamic height is computed by dividing the NAVD 88
 MT0274.geopotential number by the normal gravity value computed on the
 MT0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0274.degrees latitude (g = 980.6199 gals.).
 MT0274
 MT0274.The modeled gravity was interpolated from observed gravity values.
 MT0274
 MT0274;                    North         East    Units  Estimated Accuracy
 MT0274;SPC NV E     - 8,706,450.      264,250.      MT  (+/- 180 meters Scaled)
 MT0274
 MT0274                          SUPERSEDED SURVEY CONTROL
 MT0274
 MT0274  NGVD 29 (??/??/92) 1901.477  (m)         6238.43   (f) ADJ UNCH    2 0
 MT0274
 MT0274.Superseded values are not recommended for survey control.
 MT0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0274.See file dsdata.txt to determine how the superseded data were derived.
 MT0274
 MT0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF831535(NAD 83)
 MT0274_MARKER: DR = REFERENCE MARK DISK
 MT0274_SETTING: 66 = SET IN ROCK OUTCROP
 MT0274_SP_SET: SET IN ROCK OUTCROP
 MT0274_STAMPING: MOOR NO 2 1957
 MT0274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0274+STABILITY: POSITION/ELEVATION WELL
 MT0274
 MT0274  HISTORY     - Date     Condition        Report By
 MT0274  HISTORY     - 1957     MONUMENTED       CGS
 MT0274  HISTORY     - 1984     MARK NOT FOUND   NGS
 MT0274
 MT0274                          STATION DESCRIPTION
 MT0274
 MT0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0274'8.4 MI E FROM WELLS.
 MT0274'8.4 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0274'AVE. AND U.S. HIGHWAY 40 AT WELLS, 76.0 FEET NORTHWEST OF CENTER LINE
 MT0274'OF THE HIGHWAY, 25.0 FEET WEST OF THE STATION MARK, SET IN A ROCK
 MT0274'OUTCROP PROJECTING 12 INCHES ABOVE GROUND SURFACE.
 MT0274
 MT0274                          STATION RECOVERY (1984)
 MT0274
 MT0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0274'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0429 ***********************************************************************
 KP0429  DESIGNATION -  MOORE
 KP0429  PID         -  KP0429
 KP0429  STATE/COUNTY-  NV/WHITE PINE
 KP0429  USGS QUAD   -  BUCK MOUNTAIN WEST (1990)
 KP0429
 KP0429                         *CURRENT SURVEY CONTROL
 KP0429  ___________________________________________________________________
 KP0429* NAD 83(1994)-  39 42 19.83759(N)    115 38 11.40845(W)     ADJUSTED  
 KP0429* NAVD 88     -      2652.     (meters)    8701.     (feet)  SCALED    
 KP0429  ___________________________________________________________________
 KP0429  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 KP0429  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 KP0429
 KP0429  HORZ ORDER  -  FIRST
 KP0429
 KP0429.The horizontal coordinates were established by classical geodetic methods
 KP0429.and adjusted by the National Geodetic Survey in June 1998..
 KP0429
 KP0429.The orthometric height was scaled from a topographic map.
 KP0429
 KP0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0429
 KP0429.The geoid height was determined by GEOID03.
 KP0429
 KP0429;                    North         East     Units Scale Factor Converg.
 KP0429;SPC NV E     - 8,549,919.348   195,440.705   MT  0.99990026   -0 02 02.3
 KP0429;SPC NV E     -28,050,860.39    641,208.38   sFT  0.99990026   -0 02 02.3
 KP0429;UTM  11      - 4,395,961.200   616,888.238   MT  0.99976821   +0 52 16.2
 KP0429
 KP0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0429!SPC NV E     -   0.99958722  x   0.99990026  =   0.99948752
 KP0429!UTM  11      -   0.99958722  x   0.99976821  =   0.99935553
 KP0429
 KP0429|---------------------------------------------------------------------|
 KP0429| PID    Reference Object                     Distance      Geod. Az  |
 KP0429|                                                           dddmmss.s |
 KP0429| DD5456 MOORE RM 1                           11.668 METERS 04048     |
 KP0429| KP0428 BUCK                                APPROX. 5.0 KM 1702604.1 |
 KP0429| DD5457 MOORE RM 2                            4.272 METERS 19104     |
 KP0429|---------------------------------------------------------------------|
 KP0429
 KP0429                          SUPERSEDED SURVEY CONTROL
 KP0429
 KP0429  NAD 83(1986)-  39 42 19.83451(N)    115 38 11.40591(W) AD(       ) 1
 KP0429  NAD 27      -  39 42 20.08900(N)    115 38 08.24000(W) AD(       ) 1
 KP0429
 KP0429.Superseded values are not recommended for survey control.
 KP0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0429.See file dsdata.txt to determine how the superseded data were derived.
 KP0429
 KP0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD1688895961(NAD 83)
 KP0429_MARKER: DS = TRIANGULATION STATION DISK
 KP0429_SETTING: 66 = SET IN ROCK OUTCROP
 KP0429
 KP0429  HISTORY     - Date     Condition        Report By
 KP0429  HISTORY     - 1938     MONUMENTED       CGS
 KP0429  HISTORY     - 1939     GOOD             CGS
 KP0429  HISTORY     - 1947     GOOD             CGS
 KP0429  HISTORY     - 1949     SEE DESCRIPTION  CGS
 KP0429
 KP0429                          STATION DESCRIPTION
 KP0429
 KP0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (ACT)
 KP0429'STATION MOORE (1938) LIES ABOUT 25 MILES NE OF EUREKA, ON WHAT
 KP0429'IS KNOWN AS BUCK MOUNTAIN, IN THE NORTHERN END OF THE MAIN
 KP0429'MOUNTAIN.  IS ABOUT 7.5 MILES ESE OF STRAWBERRY POST OFFICE AND
 KP0429'2.5 MILES E OF THE OLD STAGE STATION NOW OWNED BY MR. MOORE.
 KP0429'
 KP0429'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 KP0429'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 KP0429'
 KP0429'ALL MARKS ARE BRONZE DISKS AND STAMPED, MOORE (1938).  REFERENCE
 KP0429'MARK NO. 1 IS ABOUT 3 FEET HIGHER THAN STATION MARK.  REFERENCE
 KP0429'MARK NO. 2 IS A LITTLE LOWER THAN STATION MARK.
 KP0429'
 KP0429'REACHED FROM EUREKA--GO 14.0 MILES S AND E ON PAVED U.S.
 KP0429'HIGHWAY NO. 50, TURN LEFT ON A GRADED ROAD 17.1 MILES TO THE
 KP0429'HANDLEY RANCH, CONTINUE FOR 7.6 MILES TO THE POST OFFICE AT
 KP0429'STRAWBERRY, TURN RIGHT, E, ON AN OLD ROAD, GO 0.4 MILE, TAKE
 KP0429'RIGHT FORK, GO 4.2 MILES ACROSS A DRY LAKE BED, TAKE LEFT FORK,
 KP0429'GO 0.9 MILE ALONG THE FENCE, TURN LEFT THROUGH A GATE, N, GO
 KP0429'0.1 MILE TO OLD STAGE STATION AND RANCH.  PASS THE RANCH AND
 KP0429'GO THROUGH A GATE, GO 0.1 MILE AND TAKE AN OLD WOOD ROAD, E,
 KP0429'AND FOLLOW THIS ROAD FOR 1.5 MILES UP A CANYON.  FROM HERE PACK
 KP0429'UP OLD ROAD UP THE CANYON TO TOP OR RIDGE, THENCE ALONG
 KP0429'THE RIDGE TO THE STATION, IN A SOUTHERLY DIRECTION.  PACK
 KP0429'1-1/2 TO 2 HOURS.
 KP0429'
 KP0429'NOTE--DRY LAKE BED CANNOT BE TRAVELED IN WET WEATHER.
 KP0429
 KP0429                          STATION RECOVERY (1939)
 KP0429
 KP0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 KP0429'STATION IS ABOUT 25 MILES NE OF EUREKA, 7.5 MILES ESE OF
 KP0429'STRAWBERRY POST OFFICE ON NORTHERN END OF WHAT IS KNOWN AS
 KP0429'BUCK MOUNTAIN.  ALL MARKS WERE RECOVERED AS DESCRIBED ORIGINALLY.
 KP0429'
 KP0429'STATION MARK STAMPED MOORE 1938.
 KP0429'
 KP0429'REFERENCE MARK NO. 1 STAMPED MOORE NO.
 KP0429'1 1938, 3 FEET HIGHER THAN STATION.  REFERENCE MARK NO. 2
 KP0429'STAMPED MOORE NO. 2 1938, SLIGHTLY LOWER
 KP0429'THAN STATION.
 KP0429'
 KP0429'THE DRY LAKE MENTIONED IN ORIGINAL DESCRIPTION HAS BEEN TOO
 KP0429'WET TO TRAVEL ON IN RECENTLY, SO THE FOLLOWING ROUTE IS RECOMMENDED.
 KP0429'
 KP0429'FROM EUREKA GO E ON U.S. HIGHWAY NO. 50 FOR 23.2 MILES AND TURN
 KP0429'LEFT, N, OFF HIGHWAY ONTO DIRT ROAD, AT SIGN ELKO, FOLLOW
 KP0429'MAIN-TRAVELED ROAD UP E SIDE OF VALLEY FOR ABOUT 24.5 MILES
 KP0429'TO THE OLD STAGE STATION AND RANCH MENTIONED IN ORIGINAL
 KP0429'DESCRIPTION, GO 0.1 MILE N FROM RANCH HOUSE AND TURN RIGHT
 KP0429'ON OLD WOOD ROAD, FOLLOW THIS ROAD E FOR 1.5 MILES TO MOUTH
 KP0429'OF CANYON.  FROM HERE PACK UP OLD ROAD UP CANYON TO TOP OF
 KP0429'RIDGE, THENCE S ALONG RIDGE TO STATION.  ABOUT 1-1/2 HOURS
 KP0429'PACK.
 KP0429
 KP0429                          STATION RECOVERY (1947)
 KP0429
 KP0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FAR)
 KP0429'STATION RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 KP0429'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 KP0429'
 KP0429'STATION IS ABOUT 25 MILES NE OF EUREKA, 7.5 MILES E OF THE P.O.
 KP0429'IN STRAWBERRY, ON THE NORTHERN END OF WHAT IS KNOWN AS BUCK MTN.
 KP0429'
 KP0429'STATION MARK IS A STANDARD DISK SET IN BEDROCK, PROJECTS ABOUT
 KP0429'2 INCHES, IT IS ABOUT 2 FEET LOWER THAN THE HIGHEST POINT ON
 KP0429'THE MT.  IT IS STAMPED MOORE 1938.
 KP0429'
 KP0429'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN BEDROCK AT THE NW
 KP0429'EDGE OF THE HIGHEST POINT ON THE MTN., STAMPED MOORE NO 1
 KP0429'1938.
 KP0429'
 KP0429'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN BEDROCK ABOUT
 KP0429'14 FEET SSW OF THE STATION AND STAMPED MOORE NO 2 1938.
 KP0429'
 KP0429'USE STATION BUCK 1938 FOR AN AZIMUTH.
 KP0429'
 KP0429'TO REACH FROM THE COLD CREEK RANCH (SIMONSEN) GO N ON THE
 KP0429'GRAVELED ROAD FOR 2.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 KP0429'AND GO ABOUT 9.3 MILES TO THE MOORE RANCH, TURN LEFT AND
 KP0429'FOLLOW DIRT ROAD FOR 9.9 MILES TO AN OLD STAGE STATION.  PASS
 KP0429'THROUGH THE YARD AND GO ABOUT 0.1 MILE TO A DIM TRACK ROAD
 KP0429'LEFT.  TURN AND FOLLOW TRACK ROAD AS HIGH AS POSSIBLE ON THE
 KP0429'RIDGE THAT IS VISIBLE TO THE LEFT OF A LARGE CANYON.  FROM
 KP0429'HERE PACK UP THE CANYON WHICH IS S SHAPED IN GENERAL AND AS
 KP0429'ONE COMES OUT ON THE UPPER END OF THE CANYON THE STATION LIES
 KP0429'ON THE LEFT ABOUT 100 YARDS AS DESCRIBED.
 KP0429
 KP0429                          STATION RECOVERY (1949)
 KP0429
 KP0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GES)
 KP0429'STATION WAS NOT ACTUALLY VISITED BY THE RECONNAISSANCE PARTY,
 KP0429'BUT FROM INFORMATION GATHERED FROM LOCAL PEOPLE THE STATION
 KP0429'IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0393 ***********************************************************************
 KP0393  DESIGNATION -  MOORMAN
 KP0393  PID         -  KP0393
 KP0393  STATE/COUNTY-  NV/WHITE PINE
 KP0393  USGS QUAD   -  ILLIPAH (1990)
 KP0393
 KP0393                         *CURRENT SURVEY CONTROL
 KP0393  ___________________________________________________________________
 KP0393* NAD 83(1994)-  39 17 24.40357(N)    115 21 20.11826(W)     ADJUSTED  
 KP0393* NAVD 88     -      2704.6    (meters)    8873.     (feet)  VERTCON   
 KP0393  ___________________________________________________________________
 KP0393  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 KP0393  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 KP0393
 KP0393  HORZ ORDER  -  FIRST
 KP0393
 KP0393.The horizontal coordinates were established by classical geodetic methods
 KP0393.and adjusted by the National Geodetic Survey in June 1998..
 KP0393
 KP0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0393
 KP0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0393
 KP0393.The geoid height was determined by GEOID03.
 KP0393
 KP0393;                    North         East     Units Scale Factor Converg.
 KP0393;SPC NV E     - 8,503,827.733   219,645.951   MT  0.99990475   +0 08 39.2
 KP0393;SPC NV E     -27,899,641.49    720,621.76   sFT  0.99990475   +0 08 39.2
 KP0393;UTM  11      - 4,350,260.321   641,813.072   MT  0.99984762   +1 02 29.4
 KP0393
 KP0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0393!SPC NV E     -   0.99957907  x   0.99990475  =   0.99948386
 KP0393!UTM  11      -   0.99957907  x   0.99984762  =   0.99942676
 KP0393
 KP0393:                Primary Azimuth Mark                     Grid Az
 KP0393:SPC NV E     -  MOORMAN AZ MK                            177 24 04.3
 KP0393:UTM  11      -  MOORMAN AZ MK                            176 30 14.1
 KP0393
 KP0393|---------------------------------------------------------------------|
 KP0393| PID    Reference Object                     Distance      Geod. Az  |
 KP0393|                                                           dddmmss.s |
 KP0393| DD5458 MOORMAN AZ MK                                      1773243.5 |
 KP0393| DD5459 MOORMAN RM 1                          5.451 METERS 21801     |
 KP0393| DD5460 MOORMAN RM 2                          3.048 METERS 29148     |
 KP0393|---------------------------------------------------------------------|
 KP0393
 KP0393                          SUPERSEDED SURVEY CONTROL
 KP0393
 KP0393  NAD 83(1986)-  39 17 24.39928(N)    115 21 20.11678(W) AD(       ) 1
 KP0393  NAD 27      -  39 17 24.63500(N)    115 21 17.00700(W) AD(       ) 1
 KP0393  NGVD 29 (07/19/86) 2703.2    (m)         8869.     (f) VERT ANG       
 KP0393
 KP0393.Superseded values are not recommended for survey control.
 KP0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0393.See file dsdata.txt to determine how the superseded data were derived.
 KP0393
 KP0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD4181350260(NAD 83)
 KP0393_MARKER: DS = TRIANGULATION STATION DISK
 KP0393_SETTING: 66 = SET IN ROCK OUTCROP
 KP0393_SP_SET: SET IN ROCK OUTCROP
 KP0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0393+STABILITY: POSITION/ELEVATION WELL
 KP0393
 KP0393  HISTORY     - Date     Condition        Report By
 KP0393  HISTORY     - 1947     MONUMENTED       USGS
 KP0393  HISTORY     - 1954     GOOD             USGS
 KP0393
 KP0393                          STATION DESCRIPTION
 KP0393
 KP0393'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 KP0393'LOCATED ABOUT 4.5 MI S. AND 0.5 MI W. OF MOORMAN RANCH.  ON U.S.
 KP0393'HWY. 50, ON HIGHEST POINT OF PROMINENT PEAK.
 KP0393'
 KP0393'TO REACH FROM MOORMAN RANCH, DRIVE 0.7 MI E. ON U.S. HWY. 50 TO
 KP0393'ELLISON CREEK X-RDS.  TURN RIGHT 1.0 MI S. TO RD. JCT.  TURN
 KP0393'RIGHT 2.55 MI TO RD. FORKS.  TURN RIGHT FOLLOWING TRACK RD. 0.35
 KP0393'MI TO X-RDS.  TURN LEFT 0.9 MI TO RD. FORKS.  TURN RIGHT ON DIM
 KP0393'RD. CROSSING IRRIGATION DITCH 1.95 MI TO Y-RD. JCT.  TURN LEFT
 KP0393'0.35 MI W. UP E.-W. DRAIN TO END OF TRUCK TRAVEL.  HIKE
 KP0393'SOUTHWESTERLY TO HIGHEST POINT AND STATION.  A 2-HOUR PACK.
 KP0393'
 KP0393'STATION MARK--STANDARD TABLET STAMPED---MOORMAN 1947---, CEMENTED
 KP0393'IN ROCK OUTCROP.
 KP0393'
 KP0393'RM 1--STANDARD RM TABLET STAMPED---MOORMAN NO 1---, CEMENTED IN
 KP0393'ROCK OUTCROP.
 KP0393'
 KP0393'RM 2--STANDARD RM TABLET STAMPED---MOORMAN NO 2---, CEMENTED IN
 KP0393'ROCK OUTCROP.
 KP0393'
 KP0393'1954 NOTE--DESCRIBED BY NGS IN 1954 IN DESCRIPTION LIST 39 115
 KP0393'2, STATION 1012.
 KP0393
 KP0393                          STATION RECOVERY (1954)
 KP0393
 KP0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (LSB)
 KP0393'THE STATION IS LOCATED ON THE HIGHEST POINT OF A NORTH-SOUTH
 KP0393'MOUNTAIN RANGE THAT LIES BETWEEN ELLESON CREEK AND ILLIPAH CREEK.
 KP0393'IT IS ABOUT 4-1/2 MILES, AIR LINE, SOUTH OF THE MOORMAN RANCH
 KP0393'BUILDINGS, ON U.S. HIGHWAY 50, ABOUT 25 MILES, AIR LINE, WEST
 KP0393'OF ELY, AND ABOUT 2-1/2 MILES, AIR LINE, EAST OF THE ILLIPAH
 KP0393'CREEK ROAD.
 KP0393'
 KP0393'TO REACH THE STATION FROM THE ELY NATIONAL BANK IN ELY GO WEST
 KP0393'ON U.S. HIGHWAY 50 FOR 35.4 MILES TO A SIDE ROAD LEFT.  TURN
 KP0393'LEFT AS PER SIGN ILLIPAH CREEK AND GO 0.1 MILE TO A FORK.  TAKE
 KP0393'THE LEFT FORK, SOUTH, AND GO 3.7 MILES TO A DIM ROAD LEFT.  TURN
 KP0393'LEFT, EAST, AND GO 0.2 MILE TO A FORD ACROSS THE CREEK.  CROSS
 KP0393'THE CREEK AND GO EAST ALONG THE CREST OF THE RIDGE FOR 2.2 MILES
 KP0393'TO THE END OF TRUCK TRAVEL ON THE WEST SLOPE OF THE HIGHEST
 KP0393'POINT ON THE MOUNTAIN RANGE.  PACK UP THE STEEP SLOPE FOR 1/2
 KP0393'HOUR TO THE HIGHEST POINT AND THE STATION.
 KP0393'
 KP0393'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED
 KP0393'MOORMAN 1947, SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 KP0393'THE GROUND.
 KP0393'
 KP0393'REFERENCE MARK 1 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY
 KP0393'DISK, STAMPED MOORMAN NO 1, SET IN A DRILL HOLE IN BEDROCK THAT
 KP0393'PROJECTS 4 INCHES.  IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 KP0393'
 KP0393'REFERENCE MARK 2 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY
 KP0393'DISK, STAMPED MOORMAN NO 2, SET IN A DRILL HOLE IN BEDROCK THAT
 KP0393'PROJECTS 2 INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 KP0393'
 KP0393'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MOORMAN USGS 1954,
 KP0393'SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 KP0393'IT IS ABOUT 100 FEET NORTH OF THE HIGHEST POINT OF THE PEAK,
 KP0393'1 FOOT EAST OF A 1-FOOT CAIRN.  TO REACH THE MARK FROM THE
 KP0393'STATION PACK SOUTH ALONG THE TOP OF THE RIDGE FOR 1/4 MILE TO
 KP0393'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1552 ***********************************************************************
 KR1552  DESIGNATION -  MOPUNG
 KR1552  PID         -  KR1552
 KR1552  STATE/COUNTY-  NV/CHURCHILL
 KR1552  USGS QUAD   -  PARRAN (1986)
 KR1552
 KR1552                         *CURRENT SURVEY CONTROL
 KR1552  ___________________________________________________________________
 KR1552* NAD 83(1994)-  39 52 16.80372(N)    118 45 23.39138(W)     ADJUSTED  
 KR1552* NAVD 88     -      1296.1    (meters)    4252.     (feet)  VERTCON   
 KR1552  ___________________________________________________________________
 KR1552  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 KR1552  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 KR1552
 KR1552  HORZ ORDER  -  SECOND
 KR1552
 KR1552.The horizontal coordinates were established by classical geodetic methods
 KR1552.and adjusted by the National Geodetic Survey in June 1998..
 KR1552
 KR1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1552
 KR1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1552
 KR1552.The geoid height was determined by GEOID03.
 KR1552
 KR1552;                    North         East     Units Scale Factor Converg.
 KR1552;SPC NV W     - 4,568,342.030   785,186.596   MT  0.99990270   -0 06 39.6
 KR1552;SPC NV W     -14,987,968.81  2,576,066.36   sFT  0.99990270   -0 06 39.6
 KR1552;UTM  11      - 4,414,953.131   349,780.620   MT  0.99987781   -1 07 34.5
 KR1552
 KR1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1552!SPC NV W     -   0.99980043  x   0.99990270  =   0.99970315
 KR1552!UTM  11      -   0.99980043  x   0.99987781  =   0.99967826
 KR1552
 KR1552|---------------------------------------------------------------------|
 KR1552| PID    Reference Object                     Distance      Geod. Az  |
 KR1552|                                                           dddmmss.s |
 KR1552| DB2126 MOPUNG RM 1                           8.629 METERS 20958     |
 KR1552| KR1555 HOT SPRNGS REL STA TEL CO BLDG      APPROX.13.7 KM 2130458.3 |
 KR1552| DB2125 MOPUNG AZ MK                                       2453316.8 |
 KR1552| DB2127 MOPUNG RM 2                           7.154 METERS 28213     |
 KR1552|---------------------------------------------------------------------|
 KR1552
 KR1552                          SUPERSEDED SURVEY CONTROL
 KR1552
 KR1552  NAD 83(1986)-  39 52 16.81044(N)    118 45 23.38516(W) AD(       ) 2
 KR1552  NAD 27      -  39 52 17.12930(N)    118 45 19.83050(W) AD(       ) 2
 KR1552  NGVD 29 (07/19/86) 1295.2    (m)         4249.     (f) VERT ANG       
 KR1552
 KR1552.Superseded values are not recommended for survey control.
 KR1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1552.See file dsdata.txt to determine how the superseded data were derived.
 KR1552
 KR1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE4978114953(NAD 83)
 KR1552_MARKER: DS = TRIANGULATION STATION DISK
 KR1552_SETTING: 66 = SET IN ROCK OUTCROP
 KR1552
 KR1552  HISTORY     - Date     Condition        Report By
 KR1552  HISTORY     - 1957     MONUMENTED       CGS
 KR1552  HISTORY     - 1958     GOOD             CGS
 KR1552
 KR1552                          STATION DESCRIPTION
 KR1552
 KR1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WWH)
 KR1552'THE STATION IS 29 MILES AIRLINE NORTH OF FALLON, 23 MILES
 KR1552'AIRLINE SOUTH-SOUTHWEST OF LOVELOCK, 6 MILES SOUTH OF THE
 KR1552'JUNCTION OF THE OCALA ROAD (FALLON-LOVELOCK CUTOFF) AND U.S.
 KR1552'HIGHWAY 40 AND 95 AND 1 MILE EAST OF THE HUXLEY RAILROAD STATION.
 KR1552'IT IS ON THE MOST WEST-SOUTHWESTERLY SUMMIT OF THE MOPUNG HILLS
 KR1552'
 KR1552'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND 95 AND STATE
 KR1552'ROUTE 1-A (OCALA-FALLON-LOVELOCK CUTOFF), WHICH IS 21.5 MILES
 KR1552'SOUTHWEST OF LOVELOCK ON U.S. HIGHWAY 40 AND 95, GO SOUTH AND
 KR1552'SOUTHWEST ON THE OCALA ROAD (STATE 1-A) FOR 6.5 MILES TO THE
 KR1552'SUMMIT OF THE PASS OVER A BROAD GRAVEL RIDGE.  THE STATION IS
 KR1552'VISABLE TO THE EAST ABOUT 0.7 MILE.  CONTINUE ON SOUTH OVER
 KR1552'THE GRAVEL RIDGE FOR 1.2 MILES TO A T INTERSECTION TO THE
 KR1552'LEFT, HERE TURN LEFT, EAST, AND GO 0.6 MILE TO A GRAVEL PIT
 KR1552'WHEN KEEP TRACK ROAD ALONG BASE OF HILL 1.2 MILE, TURN SHARP
 KR1552'LEFT UP RIDGE AND AT 0.3 MILE TURN LEFT UP HILL AND CON- 0.5
 KR1552'MILE TO STATION.
 KR1552'
 KR1552'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN BEDROCK,
 KR1552'STAMPED MOPUNG 1957, AND WITH FURTHER STAMPED NO 1 AND NO 2
 KR1552'RESPECTIVELY.  NO. 1 IS 3 FEET EAST FROM EDGE OF CLIFF, NO. 2
 KR1552'IS 8 FEET EDGE.
 KR1552
 KR1552                          STATION RECOVERY (1958)
 KR1552
 KR1552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KR1552'ALL MARKS AT THE STATION WERE FOUND IN GOOD CONDITION.  AN
 KR1552'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 KR1552'FOLLOWS.
 KR1552'
 KR1552'THE STATION IS LOCATED AIRLINE, ABOUT 27 MILES SOUTHWEST OF
 KR1552'LOVELOCK, 27 MILES NORTH OF FALLON, 5 MILES NORTH OF THE
 KR1552'RAILROAD SECTION BUILDINGS AT PARRAN AND ABOUT 1 MILE EAST
 KR1552'OF THE SUMMIT OF A LOW RIDGE ON STATE HIGHWAY 1A.  IT IS ON
 KR1552'A FAIRLY HIGH OUTCROP OF RIMROCK AT THE EXTREME SOUTHWEST END
 KR1552'OF THE HUMBOLDT MOUNTAINS.
 KR1552'
 KR1552'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LOVELOCK
 KR1552'GO SOUTH 1 BLOCK TO U.S. HIGHWAY 40, TURN RIGHT AND GO SOUTH
 KR1552'AND SOUTHWEST 21.1 MILES TO A SIDE ROAD ON THE LEFT AND A SIGN
 KR1552'OCALA.  CONITINUE STRAIGHT AHEAD AND GO 1.2 MILES TO THE
 KR1552'JUNCTION WITH STATE HIGHWAY 1A ON THE LEFT.  TURN LEFT AND
 KR1552'GO SOUTH 3.2 MILES TO THE SOUTHERN PACIFIC RAILROAD CROSSING.
 KR1552'CONTINUE SOUTH FOR 2.3 MILES TO THE AZIMUTH MARK ON THE
 KR1552'LEFT JUST BEFORE REACHING A CULVERT.  PROCEED TO THE CULVERT,
 KR1552'TURN LEFT AND GO EAST 0.5 MILE ON A BLADED ROAD TO A SMALL
 KR1552'GRAVEL PIT ON THE LEFT.  CONTINUE 0.4 MILE EAST TO THE
 KR1552'INTERSECTION WITH A BULLDOZED ROAD WHICH RUNS ALONG THE
 KR1552'WEST BASE OF THE BLUFF.  TURN RIGHT AND GO SOUTHEASTERLY
 KR1552'0.3 MILE TO THE POINT OF A RIDGE.  TURN LEFT AND GO NORTH
 KR1552'UP THE RIDGE ON A TRACK ROAD 0.1 MILE TO A LITTLE-USED FORK
 KR1552'ON THE RIGHT.  STAY ON THE LEFT FORK, STRAIGHT AHEAD, AND
 KR1552'GO 0.2 MILE TO SOME TRACKS ON THE LEFT.  TURN LEFT AND GO
 KR1552'WEST THEN FOLLOW THE RIDGE AROUND ITS WEST EDGE GRADUALLY
 KR1552'HEADING NORTHWEST AND NORTH 0.5 MILE TO THE HIGHEST
 KR1552'POINT AND STATION.
 KR1552'
 KR1552'THE STATION MARK IS A STANDARD DISK STAMPED MOPUNG 1957 CEMENTED
 KR1552'IN A DRILL HOLE IN BEDROCK ABOUT 6 FEET LONG AND 1-1/2 FEET
 KR1552'WIDE PROJECTING 4 INCHES ABOVE THE SURROUNDING SURFACE.  IT
 KR1552'IS 27.0 FEET EAST OF THE WEST EDGE OF THE BLUFF AND 6.3 FEET
 KR1552'NORTH OF A WITNESS POST.
 KR1552'
 KR1552'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MOPUNG
 KR1552'NO 1 1957 CEMENTED IN A DRILL HOLE IN BEDROCK 20 FEET LONG
 KR1552'AND 6 FEET WIDE FLUSH WITH THE SURROUNDING SURFACES.  IT IS
 KR1552'8 INCHES LOWER THAN THE STATION MARK AND 10 FEET EAST OF THE
 KR1552'WEST EDGE OF THE BLUFF.
 KR1552'
 KR1552'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MOPUNG
 KR1552'NO 2 1957 CEMENTED IN A DRILL HOLE IN BEDROCK 16 FEET LONG AND
 KR1552'6 FEET WIDE FLUSH WITH THE SURROUNDING SURFACE.  IT IS AT THE
 KR1552'SAME ELEVATION AS THE STATION MARK AND IS 2 FEET EAST OF THE
 KR1552'WEST EDGE OF THE BLUFF.
 KR1552'
 KR1552'A NEVADA HIGHWAY DEPARTMENT DISK WILL SERVE AS THE AZIMUTH MARK.
 KR1552'IT IS A 3-1/2 INCH DIAMETER BRONZE DISK CAST DIST STA ANGLE
 KR1552'DATE SET 2 AND STAMPED 46.00 390-63.40 90.00 6/9/58 CEMENTED
 KR1552'IN THE TOP OF 20-INCH DIAMETER CONCRETE CYLINDER FLUSH WITH
 KR1552'THE GROUND.  THE POINT USED WAS THE PUNCH MARK AT THE
 KR1552'INTERSECTION OF THE SCRATCHED LINES.  IT IS MARKED BY A 2-FOOT
 KR1552'GREEN AND WHITE PAINTED METAL STAKE AND IS ON THE EAST
 KR1552'SIDE OF STATE HIGHWAY 1A 46.3 FEET FROM THE CENTERLINE.
 KR1552'A SIMILARLY STAMPED MARK IS OPPOSITE THE WEST SIDE OF THE
 KR1552'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0561 ***********************************************************************
 JQ0561  DESIGNATION -  MOREY
 JQ0561  PID         -  JQ0561
 JQ0561  STATE/COUNTY-  NV/NYE
 JQ0561  USGS QUAD   -  MOREY PEAK (1967)
 JQ0561
 JQ0561                         *CURRENT SURVEY CONTROL
 JQ0561  ___________________________________________________________________
 JQ0561* NAD 83(1994)-  38 37 39.29716(N)    116 17 16.96769(W)     ADJUSTED  
 JQ0561* NAVD 88     -      3124.4    (meters)   10251.     (feet)  VERTCON   
 JQ0561  ___________________________________________________________________
 JQ0561  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 JQ0561  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 JQ0561
 JQ0561  HORZ ORDER  -  SECOND
 JQ0561
 JQ0561.The horizontal coordinates were established by classical geodetic methods
 JQ0561.and adjusted by the National Geodetic Survey in June 1998..
 JQ0561
 JQ0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0561
 JQ0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0561
 JQ0561.The geoid height was determined by GEOID03.
 JQ0561
 JQ0561;                    North         East     Units Scale Factor Converg.
 JQ0561;SPC NV C     - 6,430,327.841   532,966.492   MT  0.99991338   +0 14 10.9
 JQ0561;SPC NV C     -21,096,833.93  1,748,574.23   sFT  0.99991338   +0 14 10.9
 JQ0561;SPC NV E     - 8,430,495.413   138,640.295   MT  0.99994635   -0 26 23.8
 JQ0561;SPC NV E     -27,659,050.37    454,855.70   sFT  0.99994635   -0 26 23.8
 JQ0561;UTM  11      - 4,275,690.701   561,971.518   MT  0.99964729   +0 26 40.0
 JQ0561
 JQ0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0561!SPC NV C     -   0.99951358  x   0.99991338  =   0.99942701
 JQ0561!SPC NV E     -   0.99951358  x   0.99994635  =   0.99945996
 JQ0561!UTM  11      -   0.99951358  x   0.99964729  =   0.99916105
 JQ0561
 JQ0561|---------------------------------------------------------------------|
 JQ0561| PID    Reference Object                     Distance      Geod. Az  |
 JQ0561|                                                           dddmmss.s |
 JQ0561| DD5461 MOREY RM 1                            2.636 METERS 04109     |
 JQ0561| DD5462 MOREY RM 2                            4.798 METERS 13658     |
 JQ0561| JQ0582 DANVILLE                            APPROX.33.2 KM 3080956.8 |
 JQ0561|---------------------------------------------------------------------|
 JQ0561
 JQ0561                          SUPERSEDED SURVEY CONTROL
 JQ0561
 JQ0561  NAD 83(1986)-  38 37 39.29453(N)    116 17 16.96955(W) AD(       ) 2
 JQ0561  NAD 27      -  38 37 39.53824(N)    116 17 13.75975(W) AD(       ) 2
 JQ0561  NGVD 29 (07/19/86) 3123.1    (m)        10246.     (f) VERT ANG       
 JQ0561
 JQ0561.Superseded values are not recommended for survey control.
 JQ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0561.See file dsdata.txt to determine how the superseded data were derived.
 JQ0561
 JQ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC6197275691(NAD 83)
 JQ0561_MARKER: DD = SURVEY DISK
 JQ0561_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0561_SP_SET: PARTIALLY EXPOSED BEDROCK
 JQ0561
 JQ0561  HISTORY     - Date     Condition        Report By
 JQ0561  HISTORY     - 1967     MONUMENTED       USGS
 JQ0561
 JQ0561                          STATION DESCRIPTION
 JQ0561
 JQ0561'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (SHS)
 JQ0561'LOCATED ABOUT 31 MI. N. OF WARM SPRINGS.  ABOUT 11 MI. SE. OF
 JQ0561'FISH LAKE RANCH.
 JQ0561'
 JQ0561'REACHED BY HELICOPTER.
 JQ0561'
 JQ0561'STATION MARK--A STANDARD TABLET STAMPED MOREY 1967 CEMENTED IN
 JQ0561'SOLID ROCK.
 JQ0561'
 JQ0561'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED NO 1 1967
 JQ0561'CEMENTED IN SOLID ROCK.
 JQ0561'
 JQ0561'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED NO 2 1967
 JQ0561'CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1831 ***********************************************************************
 GR1831  DESIGNATION -  MORMON
 GR1831  PID         -  GR1831
 GR1831  STATE/COUNTY-  NV/LINCOLN
 GR1831  USGS QUAD   -  MOAPA PEAK (1980)
 GR1831
 GR1831                         *CURRENT SURVEY CONTROL
 GR1831  ___________________________________________________________________
 GR1831* NAD 83(1994)-  36 50 55.31739(N)    114 28 03.95309(W)     ADJUSTED  
 GR1831* NAVD 88     -      1594.2    (meters)    5230.     (feet)  VERTCON   
 GR1831  ___________________________________________________________________
 GR1831  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 GR1831  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 GR1831
 GR1831  HORZ ORDER  -  FIRST
 GR1831
 GR1831.The horizontal coordinates were established by classical geodetic methods
 GR1831.and adjusted by the National Geodetic Survey in June 1998..
 GR1831
 GR1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1831
 GR1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1831
 GR1831.The geoid height was determined by GEOID03.
 GR1831
 GR1831;                    North         East     Units Scale Factor Converg.
 GR1831;SPC NV E     - 8,233,419.444   299,486.859   MT  1.00002190   +0 40 08.6
 GR1831;SPC NV E     -27,012,476.96    982,566.47   sFT  1.00002190   +0 40 08.6
 GR1831;UTM  11      - 4,081,081.439   725,774.788   MT  1.00022802   +1 31 09.2
 GR1831
 GR1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1831!SPC NV E     -   0.99975395  x   1.00002190  =   0.99977584
 GR1831!UTM  11      -   0.99975395  x   1.00022802  =   0.99998191
 GR1831
 GR1831:                Primary Azimuth Mark                     Grid Az
 GR1831:SPC NV E     -  MOUNT BANGS                              095 37 10.6
 GR1831:UTM  11      -  MOUNT BANGS                              094 46 10.0
 GR1831
 GR1831|---------------------------------------------------------------------|
 GR1831| PID    Reference Object                     Distance      Geod. Az  |
 GR1831|                                                           dddmmss.s |
 GR1831| GQ0422 MOUNT BANGS                         APPROX.55.0 KM 0961719.2 |
 GR1831| GR1818 WEST VIRGIN PEAK                    APPROX.41.9 KM 1303356.6 |
 GR1831| CC5657 MORMON RM 1                           9.223 METERS 16847     |
 GR1831| GR1838 MUDDY MOUNTAIN                      APPROX.63.6 KM 1995632.5 |
 GR1831| GR1903 LOS ANGELES SALT LAKE AIRWAY BEACON APPROX.40.5 KM 2122753.4 |
 GR1831| GR1899 MOAPA UNION PACIFIC WATER TANK      APPROX.23.9 KM 2151831.9 |
 GR1831| GR1883 LOS ANGELES SALT LK AWY BCN 28      APPROX.55.2 KM 2162304.5 |
 GR1831| GR1891 LOS ANGELES SALT LK AWY BCN 27      APPROX.71.7 KM 2162541.8 |
 GR1831| CC5658 MORMON RM 2                          12.539 METERS 25656     |
 GR1831| CC5655 MORMON AZ MK                                       2585735.6 |
 GR1831| CC5656 MORMON AZ MK 2                                     2635358.5 |
 GR1831|---------------------------------------------------------------------|
 GR1831
 GR1831                          SUPERSEDED SURVEY CONTROL
 GR1831
 GR1831  NAD 83(1994)-  36 50 55.31677(N)    114 28 03.95139(W) AD(       ) 1
 GR1831  NAD 83(1992)-  36 50 55.31574(N)    114 28 03.95211(W) AD(       ) 1
 GR1831  NAD 83(1986)-  36 50 55.31003(N)    114 28 03.94790(W) AD(       ) 1
 GR1831  NAD 27      -  36 50 55.41100(N)    114 28 01.00400(W) AD(       ) 1
 GR1831  NGVD 29 (07/19/86) 1593.4    (m)         5228.     (f) VERT ANG       
 GR1831
 GR1831.Superseded values are not recommended for survey control.
 GR1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1831.See file dsdata.txt to determine how the superseded data were derived.
 GR1831
 GR1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2577581081(NAD 83)
 GR1831_MARKER: DS = TRIANGULATION STATION DISK
 GR1831_SETTING: 66 = SET IN ROCK OUTCROP
 GR1831_SP_SET: PARTIALLY EXPOSED BEDROCK
 GR1831
 GR1831  HISTORY     - Date     Condition        Report By
 GR1831  HISTORY     - 1925     MONUMENTED       CGS
 GR1831  HISTORY     - 1944     GOOD             CGS
 GR1831  HISTORY     - 1957     GOOD             CGS
 GR1831
 GR1831                          STATION DESCRIPTION
 GR1831
 GR1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WM)
 GR1831'STATION IS LOCATED ABOUT 12 MILES N 36 DEG E OF MOAPA, ON
 GR1831'THE RIDGE CONNECTING THE TWO HIGH ROCKY PEAKS AT THE S END OF THE
 GR1831'MORMON RANGE.  IT IS ON THE FIRST HUMP ON THE RIDGE SW OF THE
 GR1831'VERY PROMINENT HIGH ROCK SPIRE WHICH IS THE HIGHEST PEAK
 GR1831'IN THE VICINITY.  THIS PEAK IS ALMOST INACCESSIBLE AND STATION
 GR1831'IS ON ONLY OTHER PEAK THAT WILL SEE HAYFORD AND EIGHT MILE
 GR1831'MONUMENT.
 GR1831'
 GR1831'MARKS ARE BRONZE DISKS SET IN ROCK.
 GR1831'
 GR1831'REACHED FROM MOAPA VIA BUNKERVILLE ROAD TO BROAD SAND WASH 1
 GR1831'MILE E OF GLENDALE.  FOLLOW N UP WASH TO WHERE OLD ROAD LEAVES
 GR1831'WASH AND CROSSES MESA TO FOOT OF MOUNTAIN.  CROSS OVER RIDGE TO E
 GR1831'AND FOLLOW BROAD OPEN WASH TO ITS HEAD WHICH IS ABOUT 1/4 MILE
 GR1831'E OF STATION.  IT IS A HARD FOUR-MILE PACK AND THE WASH IS
 GR1831'HARD TO NEGOTIATE WITH A TRUCK IN DRY WEATHER ON ACCOUNT OF DEEP
 GR1831'SAND.
 GR1831
 GR1831                          STATION RECOVERY (1944)
 GR1831
 GR1831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 GR1831'STATION IS ABOUT 16 MILES (AIR LINE) NE OF MOAPA AND ABOUT 24
 GR1831'MILES (AIR LINE) E OF MESQUITE.  IT IS ON THE HIGHEST POINT OF A
 GR1831'ROCKY HUMP WHICH IS THE SECOND HUMP WSW OF THE LOWEST POINT OF
 GR1831'THE MAIN RIDGE RUNNING WSW FROM MORMON PEAK AND THE SITE OF THE
 GR1831'WHEELER EXPEDITIONS STATION MORMON.  IT IS 3/4 MILE FROM THIS
 GR1831'PEAK WHICH FROM THE SW IS A HIGH ROCKY SPIRE.
 GR1831'
 GR1831'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 GR1831'WITH THE GROUND.  MARK IS STAMPED MORMON 1925.  IT IS 10 FEET
 GR1831'W OF THE HIGHEST POINT OF THE HUMP.
 GR1831'
 GR1831'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH
 GR1831'WITH THE GROUND AND ABOUT 26 INCHES LOWER THAN THE STATION MARK.
 GR1831'IT IS STAMPED MORMON NO 1 1925.
 GR1831'
 GR1831'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 GR1831'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  MARK IS ABOUT 20
 GR1831'INCHES LOWER THAN THE STATION MARK AND IS STAMPED MORMON NO 2
 GR1831'1944.
 GR1831'
 GR1831'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH WITH
 GR1831'THE GROUND AND IS STAMPED MORMON 1944.  IT IS 3 FEET S OF A SMALL
 GR1831'CAIRN, 1/4 MILE WSW ALONG THE RIDGE FROM THE STATION, ON A SMALL
 GR1831'KNOLL BENEATH A 30-FOOT CLIFF.
 GR1831'
 GR1831'TO REACH STATION FROM SHELL SERVICE STATION IN GLENDALE, GO
 GR1831'NE ON U.S. HIGHWAY 93 FOR 8.8 MILES, TURN LEFT ON BLADED ROAD
 GR1831'AND GO NW AND NE 6.2 MILES TO A DAM AND TANK UNDER THE RIM.
 GR1831'LEAVE TANK ON DIM TRACK ROAD GOING SE AND GO 2.3 MILES NE ACROSS
 GR1831'6 OR 7 SMALL WASHES TO A WASH 200 FEET WIDE RUNNING S.  HERE
 GR1831'TURN N AND GO 1.3 MILES GENERALLY PARALLEL TO THE WASH TO A
 GR1831'STEEP NARROW CANYON WHERE THE WASH COMES THROUGH LOW HILLS AND
 GR1831'THE END OF TRUCK TRAVEL.  FROM HERE GO WNW UP WASH FOR 1/8
 GR1831'MILE, KEEP ON WNW UP MAIN WASH THROUGH A VALLEY WITH MORMON
 GR1831'PEAK ON THE RIGHT AND LOW HILLS ON THE LEFT FOR 1-1/2 MILES.
 GR1831'HERE LEAVE THE WASH UP THE LEFT SIDE AND FOLLOW THE
 GR1831'STEEP RIDGE WNW FOR 3/8 MILE TO TOP OF RIDGE RUNNING S.
 GR1831'HERE TURN N AND GO 3/8 MILE TO THE TOP OF THE MAIN RIDGE AND
 GR1831'THE STATION.
 GR1831
 GR1831                          STATION RECOVERY (1957)
 GR1831
 GR1831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR1831'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 GR1831'WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION AND
 GR1831'THE 1944 RECOVERY NOTE ARE ADEQUATE.  A BETTER ROUTE TO THE
 GR1831'STATION WAS FOUND, AS DESCRIBED BELOW.
 GR1831'
 GR1831'TO REACH FROM GLENDALE, GO NORTHEAST ON U.S. HIGHWAY 91 FOR
 GR1831'1.7 MILES TO A GRADED SIDE ROAD LEFT JUST AFTER PASSING POWER
 GR1831'LINE.  TURN LEFT (NORTH) AND FOLLOW MAIN ROAD NORTHERLY UP
 GR1831'WASH AND VALLEY FOR 10.0 MILES TO A DIM TRACK ROAD RIGHT JUST
 GR1831'SOUTH OF A LARGE WASH.  TURN RIGHT (NORTHEAST) AND GO UP
 GR1831'GRADUALLY RISEING SLOPE TOWARD A HIGH VALLEY WHICH LIES BETWEEN
 GR1831'THE MAIN RIDGE OF THE MOUNTAIN AND A LOWER RIDGE TO THE SOUTH
 GR1831'FOR 3.7 MILES TO END OF TRUCK TRAVEL.  A FOUR-WHEEL DRIVE
 GR1831'VEHICLE IS NEEDED FOR THIS LAST MILEAGE.  FROM HERE, PACK
 GR1831'EASTERLY UP MAIN WASH FOR ABOUT 1/2 MILE TO RIDGE ON RIGHT.
 GR1831'GO NORTHEAST UP RIDGE TO ITS SUMMIT ON RIM, THEN BEAR NORTH
 GR1831'ALONG CREST OF RIM TO ITS HIGHEST POINT AND STATION.  THE
 GR1831'STATION IS ON THE SECOND SMALL ROCKY HUMP TO THE SOUTHWEST
 GR1831'OF THE LARGE PEAK AND IS SEVERAL HUNDRED FEET LOWER THAN THE
 GR1831'TOP OF THE PEAK.  THE PACKING TIME IS ABOUT 3 HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0055 ***********************************************************************
 GR0055  DESIGNATION -  MORMON MESA
 GR0055  PID         -  GR0055
 GR0055  STATE/COUNTY-  NV/CLARK
 GR0055  USGS QUAD   -  OVERTON NW (1983)
 GR0055
 GR0055                         *CURRENT SURVEY CONTROL
 GR0055  ___________________________________________________________________
 GR0055* NAD 83(1986)-  36 42 43.     (N)    114 28 13.     (W)     SCALED    
 GR0055* NAVD 88     -       631.041  (meters)    2070.34   (feet)  ADJUSTED  
 GR0055  ___________________________________________________________________
 GR0055  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 GR0055  DYNAMIC HT  -         630.427 (meters)    2068.33  (feet)  COMP
 GR0055  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 GR0055
 GR0055  VERT ORDER  -  FIRST     CLASS I
 GR0055
 GR0055.The horizontal coordinates were scaled from a topographic map and have
 GR0055.an estimated accuracy of +/- 6 seconds.
 GR0055
 GR0055.The orthometric height was determined by differential leveling
 GR0055.and adjusted by the National Geodetic Survey in June 1991..
 GR0055
 GR0055.The geoid height was determined by GEOID03.
 GR0055
 GR0055.The dynamic height is computed by dividing the NAVD 88
 GR0055.geopotential number by the normal gravity value computed on the
 GR0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0055.degrees latitude (g = 980.6199 gals.).
 GR0055
 GR0055.The modeled gravity was interpolated from observed gravity values.
 GR0055
 GR0055;                    North         East    Units  Estimated Accuracy
 GR0055;SPC NV E     - 8,218,240.      299,440.      MT  (+/- 180 meters Scaled)
 GR0055
 GR0055                          SUPERSEDED SURVEY CONTROL
 GR0055
 GR0055  NGVD 29 (??/??/92)  630.371  (m)         2068.14   (f) ADJ UNCH    1 1
 GR0055
 GR0055.Superseded values are not recommended for survey control.
 GR0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0055.See file dsdata.txt to determine how the superseded data were derived.
 GR0055
 GR0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA259659(NAD 83)
 GR0055_MARKER: DB = BENCH MARK DISK
 GR0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0055_SP_SET: CONCRETE BASE
 GR0055_STAMPING: MORMAN MESA 1941
 GR0055_MARK LOGO: CGS   
 GR0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0055
 GR0055  HISTORY     - Date     Condition        Report By
 GR0055  HISTORY     - 1941     MONUMENTED       CGS
 GR0055  HISTORY     - 1957     GOOD             NGS
 GR0055  HISTORY     - 1970     GOOD             NGS
 GR0055  HISTORY     - 1979     GOOD             USGS
 GR0055  HISTORY     - 1982     GOOD             NGS
 GR0055
 GR0055                          STATION DESCRIPTION
 GR0055
 GR0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0055'24.2 MI SW FROM MESQUITE.
 GR0055'24.2 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0055'OFFICE IN MESQUITE, 3.95 MILES NORTHEAST FROM THE JUNCTION WITH STATE
 GR0055'ROUTE 12, TURN SOUTH OFF PRESENT HIGHWAY 0.1 MILE TO THE OLD HIGHWAY
 GR0055'AND THE SITE OF THE MOAPA (MORMON MESA) AIRPORT C.A.A. SITE NO 31 B
 GR0055'(ALL THAT REMAIN ARE THE FOUNDATIONS OF THE BUILDING.  THE AIRPORT IS
 GR0055'NO LONGER IN OPERATION) IN THE CONCRETE BASE OF THE FLAGPOLE, 75 FEET
 GR0055'SOUTHEAST OF THE CENTER LINE OF ABANDONED HIGHWAY.
 GR0055
 GR0055                          STATION RECOVERY (1970)
 GR0055
 GR0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GR0055'RECOVERED IN GOOD CONDITION.
 GR0055
 GR0055                          STATION RECOVERY (1979)
 GR0055
 GR0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0055'INTERSTATE 15 AND EXIT 100 (CARP, ELGIN) 2.4 MILES SW ALONG ABANDONED
 GR0055'HIGHWAY 91. 75 FEET SE OF CENTERLINE OF ROAD. 33 FEET WEST OF THE SW
 GR0055'CORNER OF OLD CONCRETE FOUNDATION. A STANDARD USC AND GS TABLET
 GR0055'STAMPED MORMAN MESA 1941 AND SET IN TOP OF CONCRETE BASE OF OLD FLAG
 GR0055'POLE FLUSH WITH GROUND.
 GR0055
 GR0055                          STATION RECOVERY (1982)
 GR0055
 GR0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0055'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0055'11.0 KM (6.85 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR0055'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, IN TOP OF THE WEST
 GR0055'CORNER OF AN ABANDON 2 BY 2 FOOT CONCRETE BASE FOR A FLAG POLE FLUSH
 GR0055'WITH THE SURFACE OF THE GROUND, 6.5 KM (4.05 MI) NORTHEAST OF STATE
 GR0055'HIGHWAY 169 INTERCHANGE BRIDGE, 3.95 KM (2.45 MI) SOUTHWEST OF THE
 GR0055'CARP-ELGIN INTERCHANGE, 124.2 METERS (407.5 FT) SOUTHEAST OF MILEPOST
 GR0055'98, 162.4 METERS (533 FT) SOUTHEAST OF THE NORTH BOUND CENTERLINE,
 GR0055'101.8 METERS (334 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE, 23.4 METERS
 GR0055'(77 FT) SOUTHEAST OF CENTER OF THE OLD ABANDON HIGHWAY, 15.8 METERS
 GR0055'(52 FT) SOUTHEAST OF THE CENTER OF A ROW OF POWER POLES, 9.4 METERS
 GR0055'(31 FT) SOUTHWEST OF THE WEST CORNER OF AN ABANDON CONCRETE BUILDING
 GR0055'FOUNDATION.
 GR0055'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 GR0055'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0234 ***********************************************************************
 LR0234  DESIGNATION -  MOSE
 LR0234  PID         -  LR0234
 LR0234  STATE/COUNTY-  NV/LANDER
 LR0234  USGS QUAD   -  ARGENTA (1985)
 LR0234
 LR0234                         *CURRENT SURVEY CONTROL
 LR0234  ___________________________________________________________________
 LR0234* NAD 83(1994)-  40 40 31.39691(N)    116 37 37.30920(W)     ADJUSTED  
 LR0234* NAVD 88     -      1414.501  (meters)    4640.74   (feet)  ADJUSTED  
 LR0234  ___________________________________________________________________
 LR0234  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LR0234  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 LR0234  DYNAMIC HT  -        1413.370 (meters)    4637.03  (feet)  COMP
 LR0234  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 LR0234
 LR0234  HORZ ORDER  -  SECOND
 LR0234  VERT ORDER  -  FIRST     CLASS II
 LR0234
 LR0234.The horizontal coordinates were established by classical geodetic methods
 LR0234.and adjusted by the National Geodetic Survey in June 1998..
 LR0234
 LR0234.The orthometric height was determined by differential leveling
 LR0234.and adjusted by the National Geodetic Survey in June 1991..
 LR0234
 LR0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0234
 LR0234.The geoid height was determined by GEOID03.
 LR0234
 LR0234.The dynamic height is computed by dividing the NAVD 88
 LR0234.geopotential number by the normal gravity value computed on the
 LR0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0234.degrees latitude (g = 980.6199 gals.).
 LR0234
 LR0234.The modeled gravity was interpolated from observed gravity values.
 LR0234
 LR0234;                    North         East     Units Scale Factor Converg.
 LR0234;SPC NV C     - 6,657,601.540   503,350.782   MT  0.99990014   +0 01 33.0
 LR0234;SPC NV C     -21,842,481.05  1,651,410.02   sFT  0.99990014   +0 01 33.0
 LR0234;SPC NV E     - 8,658,124.596   111,767.040   MT  0.99999579   -0 40 49.1
 LR0234;SPC NV E     -28,405,863.78    366,689.03   sFT  0.99999579   -0 40 49.1
 LR0234;UTM  11      - 4,502,789.939   531,520.740   MT  0.99961223   +0 14 35.1
 LR0234
 LR0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0234!SPC NV C     -   0.99978127  x   0.99990014  =   0.99968143
 LR0234!SPC NV E     -   0.99978127  x   0.99999579  =   0.99977706
 LR0234!UTM  11      -   0.99978127  x   0.99961223  =   0.99939359
 LR0234
 LR0234:                Primary Azimuth Mark                     Grid Az
 LR0234:SPC NV C     -  MOSE AZ MK                               058 02 15.1
 LR0234:SPC NV E     -  MOSE AZ MK                               058 44 37.2
 LR0234:UTM  11      -  MOSE AZ MK                               057 49 13.0
 LR0234
 LR0234|---------------------------------------------------------------------|
 LR0234| PID    Reference Object                     Distance      Geod. Az  |
 LR0234|                                                           dddmmss.s |
 LR0234| LR0231 MOSE AZ MK                                         0580348.1 |
 LR0234| LR0233 MOSE RM 1                            13.488 METERS 16354     |
 LR0234| LR0232 MOSE RM 2                            13.491 METERS 26203     |
 LR0234|---------------------------------------------------------------------|
 LR0234
 LR0234                          SUPERSEDED SURVEY CONTROL
 LR0234
 LR0234  NAD 83(1986)-  40 40 31.39966(N)    116 37 37.30021(W) AD(       ) 2
 LR0234  NAD 27      -  40 40 31.71970(N)    116 37 33.97350(W) AD(       ) 2
 LR0234  NGVD 29 (??/??/92) 1413.438  (m)         4637.25   (f) ADJ UNCH    1 2
 LR0234
 LR0234.Superseded values are not recommended for survey control.
 LR0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0234.See file dsdata.txt to determine how the superseded data were derived.
 LR0234
 LR0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF3152102790(NAD 83)
 LR0234_MARKER: DS = TRIANGULATION STATION DISK
 LR0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0234_STAMPING: MOSE 1958
 LR0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0234+STABILITY: SURFACE MOTION
 LR0234
 LR0234  HISTORY     - Date     Condition        Report By
 LR0234  HISTORY     - 1958     MONUMENTED       CGS
 LR0234  HISTORY     - 1958     GOOD             CGS
 LR0234
 LR0234                          STATION DESCRIPTION
 LR0234
 LR0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0234'THE STATION IS 4.1 MILES EASTERLY ALONG U.S. HIGHWAY 40 FROM
 LR0234'ARGENTA, 0.1 MILE SOUTHEAST OF THE HIGHWAY AND 29 FEET
 LR0234'NORTHWEST OF THE BELL TELEPHONE CABLE LINE.
 LR0234'
 LR0234'TO REACH FROM THE TURN-OFF TO ARGENTA, (14 MILES EASTERLY
 LR0234'ALONG THE HIGHWAY FROM BATTLE MOUNTAIN), GO EASTERLY ON U.S.
 LR0234'HIGHWAY 40 FOR 4.1 MILES TO A METAL GATE ON THE RIGHT.  TURN
 LR0234'RIGHT THROUGH GATE AND GO SOUTHEAST ON TRACK ROAD FOR 0.1
 LR0234'MILE TO THE STATION ON THE RIGHT.
 LR0234'
 LR0234'THE STATION MARK, STAMPED MOSE 1958, IS A STANDARD DISK SET IN
 LR0234'A CONCRETE POST PROJECTING ABOUT 2 INCHES.  18-1/2 FEET
 LR0234'SOUTHWEST OF THE CENTER OF THE TRACK ROAD AND 9-1/2 FEET
 LR0234'NORTHWEST OF A METAL WITNESS POST.
 LR0234'
 LR0234'REFERENCE MARK 1, STAMPED MOSE NO 1 1958, IS A STANDARD DISK
 LR0234'SET IN A CONCRETE POST PROJECTING ABOUT 8 INCHES.
 LR0234'
 LR0234'REFERENCE MARK 2, STAMPED MOSE NO 2 1958, IS A STANDARD DISK
 LR0234'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT 1 FOOT.
 LR0234'
 LR0234'THE AZIMUTH MARK, STAMPED MOSE 1958, IS A STANDARD DISK
 LR0234'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT 1 FOOT.
 LR0234'ABOUT 75 YARDS SOUTHEAST OF U.S. HIGHWAY 40, 80-1/2 FEET SOUTHEAST
 LR0234'OF THE FENCE LINE AND 3 FEET WEST OF A METAL WITNESS POST.
 LR0234'THE TURN-OFF TO THE MARK IS 0.3 MILE EASTERLY ALONG THE
 LR0234'HIGHWAY FROM THE GATE LEADING TO THE STATION.
 LR0234
 LR0234                          STATION RECOVERY (1958)
 LR0234
 LR0234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0234'4.2 MI E FROM ARGENTA.
 LR0234'4.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE ARGENTA RAILROAD SIDING
 LR0234'TO A GATE ON RIGHT, THENCE 0.1 MILE SOUTH, 44.25 FEET NORTHEAST OF
 LR0234'R.M. 2, 44.25 FEET NORTHWEST OF R.M. 1, 9.5 FEET NORTHWEST OF A METAL
 LR0234'WITNESS POST, SET IN A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND
 LR0234'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0231 ***********************************************************************
 LR0231  DESIGNATION -  MOSE AZ MK
 LR0231  PID         -  LR0231
 LR0231  STATE/COUNTY-  NV/LANDER
 LR0231  USGS QUAD   -  DUNPHY (1986)
 LR0231
 LR0231                         *CURRENT SURVEY CONTROL
 LR0231  ___________________________________________________________________
 LR0231* NAD 83(1986)-  40 40 45.     (N)    116 37 31.     (W)     SCALED    
 LR0231* NAVD 88     -      1407.840  (meters)    4618.89   (feet)  ADJUSTED  
 LR0231  ___________________________________________________________________
 LR0231  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 LR0231  DYNAMIC HT  -        1406.717 (meters)    4615.20  (feet)  COMP
 LR0231  MODELED GRAV-     979,777.8   (mgal)                       NAVD 88
 LR0231
 LR0231  VERT ORDER  -  FIRST     CLASS II
 LR0231
 LR0231.The horizontal coordinates were scaled from a topographic map and have
 LR0231.an estimated accuracy of +/- 6 seconds.
 LR0231
 LR0231.The orthometric height was determined by differential leveling
 LR0231.and adjusted by the National Geodetic Survey in June 1991..
 LR0231
 LR0231.The geoid height was determined by GEOID03.
 LR0231
 LR0231.The dynamic height is computed by dividing the NAVD 88
 LR0231.geopotential number by the normal gravity value computed on the
 LR0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0231.degrees latitude (g = 980.6199 gals.).
 LR0231
 LR0231.The modeled gravity was interpolated from observed gravity values.
 LR0231
 LR0231;                    North         East    Units  Estimated Accuracy
 LR0231;SPC NV C     - 6,658,020.      503,500.      MT  (+/- 180 meters Scaled)
 LR0231
 LR0231                          SUPERSEDED SURVEY CONTROL
 LR0231
 LR0231  NGVD 29 (??/??/92) 1406.780  (m)         4615.41   (f) ADJ UNCH    1 2
 LR0231
 LR0231.Superseded values are not recommended for survey control.
 LR0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0231.See file dsdata.txt to determine how the superseded data were derived.
 LR0231
 LR0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF316032(NAD 83)
 LR0231_MARKER: DZ = AZIMUTH MARK DISK
 LR0231_SETTING: 80 = SET IN A BOULDER
 LR0231_STAMPING: MOSE 1958
 LR0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0231+STABILITY: SURFACE MOTION
 LR0231
 LR0231  HISTORY     - Date     Condition        Report By
 LR0231  HISTORY     - 1958     MONUMENTED       CGS
 LR0231
 LR0231                          STATION DESCRIPTION
 LR0231
 LR0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0231'4.4 MI E FROM ARGENTA.
 LR0231'4.4 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE ARGENTA RAILROAD SIDING,
 LR0231'ABOUT 70 YARDS SOUTH OF THE HIGHWAY, 80.5 FEET SOUTH OF A FENCE LINE,
 LR0231'3.0 FEET WEST OF A METAL WITNESS POST, SET IN A DRILL HOLE IN A
 LR0231'BOULDER PROJECTING 1 FOOT ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0233 ***********************************************************************
 LR0233  DESIGNATION -  MOSE RM 1
 LR0233  PID         -  LR0233
 LR0233  STATE/COUNTY-  NV/LANDER
 LR0233  USGS QUAD   -  ARGENTA (1985)
 LR0233
 LR0233                         *CURRENT SURVEY CONTROL
 LR0233  ___________________________________________________________________
 LR0233* NAD 83(1986)-  40 40 32.     (N)    116 37 37.     (W)     SCALED    
 LR0233* NAVD 88     -      1415.878  (meters)    4645.26   (feet)  ADJUSTED  
 LR0233  ___________________________________________________________________
 LR0233  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 LR0233  DYNAMIC HT  -        1414.747 (meters)    4641.55  (feet)  COMP
 LR0233  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 LR0233
 LR0233  VERT ORDER  -  FIRST     CLASS II
 LR0233
 LR0233.The horizontal coordinates were scaled from a topographic map and have
 LR0233.an estimated accuracy of +/- 6 seconds.
 LR0233
 LR0233.The orthometric height was determined by differential leveling
 LR0233.and adjusted by the National Geodetic Survey in June 1991..
 LR0233
 LR0233.The geoid height was determined by GEOID03.
 LR0233
 LR0233.The dynamic height is computed by dividing the NAVD 88
 LR0233.geopotential number by the normal gravity value computed on the
 LR0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0233.degrees latitude (g = 980.6199 gals.).
 LR0233
 LR0233.The modeled gravity was interpolated from observed gravity values.
 LR0233
 LR0233;                    North         East    Units  Estimated Accuracy
 LR0233;SPC NV C     - 6,657,620.      503,360.      MT  (+/- 180 meters Scaled)
 LR0233
 LR0233                          SUPERSEDED SURVEY CONTROL
 LR0233
 LR0233  NGVD 29 (??/??/92) 1414.815  (m)         4641.77   (f) ADJ UNCH    1 2
 LR0233
 LR0233.Superseded values are not recommended for survey control.
 LR0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0233.See file dsdata.txt to determine how the superseded data were derived.
 LR0233
 LR0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF315028(NAD 83)
 LR0233_MARKER: DR = REFERENCE MARK DISK
 LR0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0233_STAMPING: MOSE NO 1 1958
 LR0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0233+STABILITY: SURFACE MOTION
 LR0233
 LR0233  HISTORY     - Date     Condition        Report By
 LR0233  HISTORY     - 1958     MONUMENTED       CGS
 LR0233
 LR0233                          STATION DESCRIPTION
 LR0233
 LR0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0233'4.2 MI E FROM ARGENTA.
 LR0233'4.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE ARGENTA RAILROAD SIDING
 LR0233'TO A GATE ON RIGHT, THENCE 0.1 MILE SOUTH, 44.25 FEET SOUTHEAST OF
 LR0233'STATION MARK, SET IN A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND
 LR0233'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0232 ***********************************************************************
 LR0232  DESIGNATION -  MOSE RM 2
 LR0232  PID         -  LR0232
 LR0232  STATE/COUNTY-  NV/LANDER
 LR0232  USGS QUAD   -  ARGENTA (1985)
 LR0232
 LR0232                         *CURRENT SURVEY CONTROL
 LR0232  ___________________________________________________________________
 LR0232* NAD 83(1986)-  40 40 32.     (N)    116 37 37.     (W)     SCALED    
 LR0232* NAVD 88     -      1414.438  (meters)    4640.54   (feet)  ADJUSTED  
 LR0232  ___________________________________________________________________
 LR0232  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 LR0232  DYNAMIC HT  -        1413.308 (meters)    4636.83  (feet)  COMP
 LR0232  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 LR0232
 LR0232  VERT ORDER  -  FIRST     CLASS II
 LR0232
 LR0232.The horizontal coordinates were scaled from a topographic map and have
 LR0232.an estimated accuracy of +/- 6 seconds.
 LR0232
 LR0232.The orthometric height was determined by differential leveling
 LR0232.and adjusted by the National Geodetic Survey in June 1991..
 LR0232
 LR0232.The geoid height was determined by GEOID03.
 LR0232
 LR0232.The dynamic height is computed by dividing the NAVD 88
 LR0232.geopotential number by the normal gravity value computed on the
 LR0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0232.degrees latitude (g = 980.6199 gals.).
 LR0232
 LR0232.The modeled gravity was interpolated from observed gravity values.
 LR0232
 LR0232;                    North         East    Units  Estimated Accuracy
 LR0232;SPC NV C     - 6,657,620.      503,360.      MT  (+/- 180 meters Scaled)
 LR0232
 LR0232                          SUPERSEDED SURVEY CONTROL
 LR0232
 LR0232  NGVD 29 (??/??/92) 1413.375  (m)         4637.05   (f) ADJ UNCH    1 2
 LR0232
 LR0232.Superseded values are not recommended for survey control.
 LR0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0232.See file dsdata.txt to determine how the superseded data were derived.
 LR0232
 LR0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF315028(NAD 83)
 LR0232_MARKER: DR = REFERENCE MARK DISK
 LR0232_SETTING: 80 = SET IN A BOULDER
 LR0232_STAMPING: MOSE NO 2 1958
 LR0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0232+STABILITY: SURFACE MOTION
 LR0232
 LR0232  HISTORY     - Date     Condition        Report By
 LR0232  HISTORY     - 1958     MONUMENTED       CGS
 LR0232
 LR0232                          STATION DESCRIPTION
 LR0232
 LR0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0232'4.2 MI E FROM ARGENTA.
 LR0232'4.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE ARGENTA RAILROAD SIDING
 LR0232'TO A GATE ON THE RIGHT, THENCE 0.1 MILE SOUTH, 44.25 FEET SOUTHWEST OF
 LR0232'THE STATION MARK, SET IN A DRILL HOLE IN A BOULDER PROJECTING 1 FOOT
 LR0232'ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0839 ***********************************************************************
 LR0839  DESIGNATION -  MOSES
 LR0839  PID         -  LR0839
 LR0839  STATE/COUNTY-  NV/LANDER
 LR0839  USGS QUAD   -  MT MOSES (1990)
 LR0839
 LR0839                         *CURRENT SURVEY CONTROL
 LR0839  ___________________________________________________________________
 LR0839* NAD 83(1994)-  40 08 49.81216(N)    117 24 55.39962(W)     ADJUSTED  
 LR0839* NAVD 88     -      2636.3    (meters)    8649.     (feet)  VERTCON   
 LR0839  ___________________________________________________________________
 LR0839  LAPLACE CORR-           5.92  (seconds)                    DEFLEC99
 LR0839  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 LR0839
 LR0839  HORZ ORDER  -  SECOND
 LR0839
 LR0839.The horizontal coordinates were established by classical geodetic methods
 LR0839.and adjusted by the National Geodetic Survey in June 1998..
 LR0839
 LR0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0839
 LR0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0839
 LR0839.The geoid height was determined by GEOID03.
 LR0839
 LR0839;                    North         East     Units Scale Factor Converg.
 LR0839;SPC NV C     - 6,599,220.728   436,207.272   MT  0.99995008   -0 28 57.9
 LR0839;SPC NV C     -21,650,943.34  1,431,123.36   sFT  0.99995008   -0 28 57.9
 LR0839;SPC NV W     - 4,599,605.970   899,512.071   MT  1.00002187   +0 45 11.2
 LR0839;SPC NV W     -15,090,540.59  2,951,149.19   sFT  1.00002187   +0 45 11.2
 LR0839;UTM  11      - 4,444,174.556   464,618.724   MT  0.99961541   -0 16 04.2
 LR0839
 LR0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0839!SPC NV C     -   0.99958998  x   0.99995008  =   0.99954008
 LR0839!SPC NV W     -   0.99958998  x   1.00002187  =   0.99961184
 LR0839!UTM  11      -   0.99958998  x   0.99961541  =   0.99920554
 LR0839
 LR0839|---------------------------------------------------------------------|
 LR0839| PID    Reference Object                     Distance      Geod. Az  |
 LR0839|                                                           dddmmss.s |
 LR0839| DB8243 MOSES RM 2                            5.578 METERS 11018     |
 LR0839| DB8241 MOSES AZ MK                                        2534124.1 |
 LR0839| DB8242 MOSES RM 1                            7.500 METERS 35811     |
 LR0839|---------------------------------------------------------------------|
 LR0839
 LR0839                          SUPERSEDED SURVEY CONTROL
 LR0839
 LR0839  NAD 83(1986)-  40 08 49.81489(N)    117 24 55.39232(W) AD(       ) 2
 LR0839  NAD 27      -  40 08 50.11660(N)    117 24 52.00090(W) AD(       ) 2
 LR0839  NGVD 29 (07/19/86) 2635.1    (m)         8645.     (f) VERT ANG       
 LR0839
 LR0839.Superseded values are not recommended for survey control.
 LR0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0839.See file dsdata.txt to determine how the superseded data were derived.
 LR0839
 LR0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME6461944175(NAD 83)
 LR0839_MARKER: DS = TRIANGULATION STATION DISK
 LR0839_SETTING: 80 = SET IN A BOULDER
 LR0839_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LR0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0839
 LR0839  HISTORY     - Date     Condition        Report By
 LR0839  HISTORY     - 1958     MONUMENTED       CGS
 LR0839  HISTORY     - 1958     GOOD             CGS
 LR0839
 LR0839                          STATION DESCRIPTION
 LR0839
 LR0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0839'THE STATION IS LOCATED ON THE SUMMIT OF MT. MOSES, WHICH IS
 LR0839'THE HIGHEST POINT IN THE FISH CREEK MTNS.  IT IS, AIRLINE, ABOUT
 LR0839'43 MILES SOUTHWEST OF BATTLE MOUNTAIN, 50 MILES EAST OF
 LR0839'LOVELOCK AND 14 MILES NORTHWEST OF STATE HIGHWAY 8A.
 LR0839'
 LR0839'TO REACH FROM THE POST OFFICE IN BATTLE MOUNTAIN, GO NORTHWEST
 LR0839'ON U.S. HIGHWAY 40 FOR 1 BLOCK.  TURN LEFT ON STATE HIGHWAY 8A
 LR0839'AND GO SOUTH FOR 12.1 MILES TO A PAVED FORK.  TAKE RIGHT FORK
 LR0839'AND GO SOUTHWEST ON COPPER CANYON ROAD FOR 2.2 MILES TO A FORK.
 LR0839'TAKE LEFT FORK AND GO SOUTHWEST ON GRAVELED ROAD FOR 14.6
 LR0839'MILES TO A FORK.  TKAE LEFT FORK, STRAIGHT AHEAD, FOR 8.0
 LR0839'MILES TO A REVERSE Y.  CONTINUE STRAIGHT AHEAD, SOUTHWEST,
 LR0839'FOR 6.2 MILES TO A SIGN REX MINES ON THE LEFT.  CONTINUE
 LR0839'SOUTHWEST ON MAIN ROAD FOR 2.9 MILES TO A REVERSE Y SIDE ROAD
 LR0839'ON THE LEFT.  TURN SHARP LEFT AND GO EAST FOR 1.3 MILES TO A
 LR0839'WIRE GATE.  PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR
 LR0839'0.3 MILE TO A GATE AT A CORRAL AND RANCH BUILDINGS.  PASS
 LR0839'THROUGH GATE AND GO EAST ON TRACK ROAD UP CANYON FOR 1.2
 LR0839'MILES TO A GATE.  PASS THROUGH GATE AND CONTINUE ON TRACK
 LR0839'ROAD FOR 1.7 MILES TO A SMALL CLEAR AREA ON THE LEFT, AT A
 LR0839'CANYON FORK.  THE STATION HILL IS NOT VISIBLE FROM HERE,
 LR0839'BUT LIES ABOUT 3/4 MILE BEYOND THE HIGH, SKYLINE RIDGE TO
 LR0839'THE SOUTH-SOUTHEAST.  PACK SOUTH-SOUTHEAST, FOLLOWING
 LR0839'STREAM UP RIGHT FORK OF CANYON, FOR ABOUT 1/2 MILE TO LARGE
 LR0839'TREES AT HEAD OF STREAM.  BEAR RIGHT ON SHEEP TRAILS UP
 LR0839'SAGEBRUSH SLOPE, PASSING AROUND RIGHT END OF THE HIGH
 LR0839'RIDGE, THEN GO EAST UP GRADUAL DRAW BEHIND RIDGE FOR ABOUT 1/2
 LR0839'MILE TO SUMMIT AND STATION.  NOTE--PACKING TIME ABOUT 3
 LR0839'HOURS.
 LR0839'
 LR0839'THE STATION MARK IS A STANDARD DISK STAMPED MOSES 1958,
 LR0839'CEMENTED IN A DRILL HOLE IN A 1 X 2-FOOT BOULDER THAT PROJECTS
 LR0839'4 INCHES ABOVE GROUND.
 LR0839'
 LR0839'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MOSES NO
 LR0839'1 1958, CEMENTED IN A DRILL HOLE IN A 1 X 2-FOOT BOULDER THAT
 LR0839'PROJECTS 1 FOOT ABOVE GROUND.  IT IS ABOUT 3 FEET LOWER THAN
 LR0839'THE STATION.
 LR0839'
 LR0839'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MOSES NO
 LR0839'2 1958, CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER THAT
 LR0839'PROJECTS 1 FOOT ABOVE GROUND.  IT IS ABOUT 3 FEET LOWER THAN
 LR0839'THE STATION.
 LR0839'
 LR0839'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MOSES 1958,
 LR0839'CEMENTED IN A DRILL HOLE IN A 2 X 4-FOOT BEDROCK OUTCROP THAT
 LR0839'PROJECTS 2 FEET ABOVE GROUND.  IT IS ON THE NORTH SLOPE OF THE
 LR0839'PROMINENT PEAK THAT LIES ABOUT 1/2 MILE WEST-SOUTHWEST OF THE
 LR0839'STATION.  75 FEET NORTH OF A GENERAL LAND OFFICE PIPE MARK,
 LR0839'2 FEET NORTHWEST OF A SMALL CAIRN AND 150 YARDS DOWN-SLOPE
 LR0839'FROM THE HIGHEST POINT OF THE PEAK.  TO REACH FROM THE STATION,
 LR0839'PACK WEST-SOUTHWEST ALONG CREST OF RIDGE TO NORTH SIDE OF PEAK
 LR0839'AND THE AZIMUTH MARK.
 LR0839
 LR0839                          STATION RECOVERY (1958)
 LR0839
 LR0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0839'STATION MARK--A STANDARD DISK STAMPED---MOSES 1958---CEMENTED IN A
 LR0839'DRILL HOLE IN A 1 X 2-FOOT BOULDER THAT PROJECTS 4 INCHES ABOVE
 LR0839'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0835 ***********************************************************************
 LR0835  DESIGNATION -  MOSS
 LR0835  PID         -  LR0835
 LR0835  STATE/COUNTY-  NV/LANDER
 LR0835  USGS QUAD   -  MOSS CREEK (1990)
 LR0835
 LR0835                         *CURRENT SURVEY CONTROL
 LR0835  ___________________________________________________________________
 LR0835* NAD 83(1994)-  40 11 17.66931(N)    117 06 06.52891(W)     ADJUSTED  
 LR0835* NAVD 88     -      1491.2    (meters)    4892.     (feet)  VERTCON   
 LR0835  ___________________________________________________________________
 LR0835  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 LR0835  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 LR0835
 LR0835  HORZ ORDER  -  THIRD
 LR0835
 LR0835.The horizontal coordinates were established by classical geodetic methods
 LR0835.and adjusted by the National Geodetic Survey in June 1998..
 LR0835
 LR0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0835
 LR0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0835
 LR0835.The geoid height was determined by GEOID03.
 LR0835
 LR0835;                    North         East     Units Scale Factor Converg.
 LR0835;SPC NV C     - 6,603,602.804   462,947.009   MT  0.99991690   -0 16 50.9
 LR0835;SPC NV C     -21,665,320.20  1,518,851.98   sFT  0.99991690   -0 16 50.9
 LR0835;UTM  11      - 4,448,655.491   491,333.134   MT  0.99960092   -0 03 56.5
 LR0835
 LR0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0835!SPC NV C     -   0.99976947  x   0.99991690  =   0.99968638
 LR0835!UTM  11      -   0.99976947  x   0.99960092  =   0.99937048
 LR0835
 LR0835|---------------------------------------------------------------------|
 LR0835| PID    Reference Object                     Distance      Geod. Az  |
 LR0835|                                                           dddmmss.s |
 LR0835| DB8245 MOSS RM 1                             8.722 METERS 06809     |
 LR0835| DB8246 MOSS RM 2                             5.290 METERS 17342     |
 LR0835| DB8244 MOSS AZ MK                                         1830322.8 |
 LR0835|---------------------------------------------------------------------|
 LR0835
 LR0835                          SUPERSEDED SURVEY CONTROL
 LR0835
 LR0835  NAD 83(1986)-  40 11 17.67258(N)    117 06 06.52126(W) AD(       ) 3
 LR0835  NAD 27      -  40 11 17.96290(N)    117 06 03.16380(W) AD(       ) 3
 LR0835  NGVD 29 (07/19/86) 1490.1    (m)         4889.     (f) VERT ANG       
 LR0835
 LR0835.Superseded values are not recommended for survey control.
 LR0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0835.See file dsdata.txt to determine how the superseded data were derived.
 LR0835
 LR0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME9133348655(NAD 83)
 LR0835_MARKER: DS = TRIANGULATION STATION DISK
 LR0835_SETTING: 80 = SET IN A BOULDER
 LR0835_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LR0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0835
 LR0835  HISTORY     - Date     Condition        Report By
 LR0835  HISTORY     - 1958     MONUMENTED       CGS
 LR0835  HISTORY     - 1958     GOOD             CGS
 LR0835  HISTORY     - 1963     GOOD             CGS
 LR0835
 LR0835                          STATION DESCRIPTION
 LR0835
 LR0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0835'STATION IS LOCATED, AIRLINE, ABOUT 32 MILES SOUTH OF BATTLE
 LR0835'MOUNTAIN, ALONG STATE HIGHWAY 8A AND ON THE SUMMIT OF A LONE,
 LR0835'ROCKY TOPPED KNOLL WHICH IS 0.2 MILE WEST OF THE HIGHWAY.
 LR0835'
 LR0835'STATION IS REACHED AS FOLLOWS--FROM THE MAIN INTERSECTION IN
 LR0835'THE CENTER OF BATTLE MOUNTAIN, GO SOUTHWEST ON STATE HIGHWAY
 LR0835'8A FOR 35.0 MILES TO AN OLD RANCH.  TURN RIGHT AND GO 0.1
 LR0835'MILE TO THE GATE INTO THE RANCH BUILDINGS.  FROM HERE THE
 LR0835'AZIMUTH MARK IS IN BACK OF THE BUILDINGS 0.05 MILE AND ON A
 LR0835'LOW MOUND MADE BY A HOT SPRINGS WHICH IS NOW DRY.  FROM THE
 LR0835'GATE INTO THE RANCH TURN RIGHT ALONG THE EAST SIDE OF THE
 LR0835'FENCE AND GO 0.05 MILE TO A GATE.  PASS THROUGH THE GATE, GO
 LR0835'ABOUT 75 YARDS, TURN RIGHT AND GO UP THE RIDGE FOR 0.1 MILE
 LR0835'TO THE HIGHEST PART AND THE STATION.
 LR0835'
 LR0835'STATION MARK, STAMPED MOSS 1958, IS A STANDARD DISK CEMENTED IN
 LR0835'A DRILL HOLE IN A BOULDER 2 FEET IN DIAMETER AND PROJECTING 6
 LR0835'INCHES.  IT IS 18 FEET NORTH OF TWO EAST-WEST TRANCHES THAT
 LR0835'WERE BLASTED OUT OF THE ROCK AND 9 FEET SOUTH OF A WITNESS
 LR0835'POST.
 LR0835'
 LR0835'REFERENCE MARK NUMBER 1, STAMPED MOSS NO 1 1958, IS A STANDARD
 LR0835'DISK CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 4 FEET IN
 LR0835'DIAMETER, PROJECTING 2 FEET AND IS ABOUT 1-1/2 FEET HIGHER THAN
 LR0835'THE STATION MARK.
 LR0835'
 LR0835'REFERENCE MARK NUMBER 2, STAMPED MOSS NO 2 1958, IS A STANDARD
 LR0835'DISK CEMENTED IN A DRILL HOLE IN A BOULDER 4 BY 6 FEET, FLUSH
 LR0835'WITH THE GROUND AND IS ABOUT 6 INCHES LOWER THAN THE STATION
 LR0835'MARK.  IT IS IN A BOULDER THAT SEPARATES TWO EAST-WEST TRENCHES.
 LR0835'
 LR0835'AZIMUTH MARK, STAMPED MOSS 1958, IS A STANDARD DISK CEMENTED
 LR0835'IN A DRILL HOLE IN THE OUTCROPPING BEDROCK THAT SURROUNDS THE
 LR0835'HOLE OF THE DRIED UP HOT SPRINGS.  IT IS ABOUT 200 FEET WEST OF
 LR0835'THE OLD BUILDINGS AND 12 FEET NORTHEAST OF THE CENTER OF THE
 LR0835'HOT SPRINGS HOLE.
 LR0835
 LR0835                          STATION RECOVERY (1958)
 LR0835
 LR0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0835'STATION MARK--A STANDARD DISK STAMPED---MOSS 1958---CEMENTED IN A
 LR0835'DRILL HOLE IN A BOULDER 2 FEET IN DIAMETER AND PROJECTING 6 INCHES.
 LR0835
 LR0835                          STATION RECOVERY (1963)
 LR0835
 LR0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JJC)
 LR0835'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 LR0835'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1508 ***********************************************************************
 KR1508  DESIGNATION -  MOUND
 KR1508  PID         -  KR1508
 KR1508  STATE/COUNTY-  NV/CHURCHILL
 KR1508  USGS QUAD   -  LA PLATA CANYON (1972)
 KR1508
 KR1508                         *CURRENT SURVEY CONTROL
 KR1508  ___________________________________________________________________
 KR1508* NAD 83(1994)-  39 23 45.22085(N)    118 16 58.57090(W)     ADJUSTED  
 KR1508* NAVD 88     -      1516.5    (meters)    4975.     (feet)  VERTCON   
 KR1508  ___________________________________________________________________
 KR1508  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 KR1508  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 KR1508
 KR1508  HORZ ORDER  -  FIRST
 KR1508
 KR1508.The horizontal coordinates were established by classical geodetic methods
 KR1508.and adjusted by the National Geodetic Survey in June 1998..
 KR1508
 KR1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1508
 KR1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1508
 KR1508.The geoid height was determined by GEOID03.
 KR1508
 KR1508;                    North         East     Units Scale Factor Converg.
 KR1508;SPC NV W     - 4,515,589.080   825,874.109   MT  0.99990824   +0 11 26.4
 KR1508;SPC NV W     -14,814,895.17  2,709,555.31   sFT  0.99990824   +0 11 26.4
 KR1508;UTM  11      - 4,361,495.984   389,528.208   MT  0.99975026   -0 48 51.6
 KR1508
 KR1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1508!SPC NV W     -   0.99976587  x   0.99990824  =   0.99967413
 KR1508!UTM  11      -   0.99976587  x   0.99975026  =   0.99951619
 KR1508
 KR1508|---------------------------------------------------------------------|
 KR1508| PID    Reference Object                     Distance      Geod. Az  |
 KR1508|                                                           dddmmss.s |
 KR1508| DB2133 MOUND RM 1                            7.239 METERS 07807     |
 KR1508| DA9969 T17 18N R33E SECS 2 35 1/4 COR                     1302138.9 |
 KR1508| DB2134 MOUND RM 2                            7.804 METERS 16457     |
 KR1508|---------------------------------------------------------------------|
 KR1508
 KR1508                          SUPERSEDED SURVEY CONTROL
 KR1508
 KR1508  NAD 83(1986)-  39 23 45.23058(N)    118 16 58.55955(W) AD(       ) 1
 KR1508  NAD 27      -  39 23 45.51400(N)    118 16 55.06900(W) AD(       ) 1
 KR1508  NGVD 29 (07/19/86) 1515.5    (m)         4972.     (f) VERT ANG       
 KR1508
 KR1508.Superseded values are not recommended for survey control.
 KR1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1508.See file dsdata.txt to determine how the superseded data were derived.
 KR1508
 KR1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD8952861496(NAD 83)
 KR1508_MARKER: DS = TRIANGULATION STATION DISK
 KR1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1508_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KR1508
 KR1508  HISTORY     - Date     Condition        Report By
 KR1508  HISTORY     - 1953     MONUMENTED       CGS
 KR1508  HISTORY     - 1955     GOOD             CGS
 KR1508  HISTORY     - 1966     GOOD             CGS
 KR1508  HISTORY     - 1983     GOOD             DMA
 KR1508
 KR1508                          STATION DESCRIPTION
 KR1508
 KR1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LGT)
 KR1508'THE STATION IS LOCATED 27 MILES, AIR LINE, EAST-SOUTHEAST
 KR1508'OF FALLON, 8 MILES, AIR LINE, NORTH OF FRENCHMAN STATION, 0.1
 KR1508'MILE NORTH OF A DIRT ROAD AND 8 FEET SOUTHWEST OF A WHITE
 KR1508'WITNESS POST.  IT IS ON THE NORTH END OF A SMALL RIDGE NEAR
 KR1508'THE SOUTH EDGE OF THE FOOTHILLS.
 KR1508'
 KR1508'TO REACH FROM FRENCHMAN STATION WHICH IS 36 MILES EAST VIA
 KR1508'U.S. HIGHWAY 50 FROM FALLON, CONTINUE EAST ON U.S. HIGHWAY
 KR1508'50 FOR 1.0 MILE TO A TRACK ROAD LEFT.  TURN LEFT AND FOLLOW
 KR1508'THE TRACK ROAD NORTHEAST FOR 5.0 MILES TO A WINDMILL.  PASS
 KR1508'TO THE LEFT OF THE WINDMILL AND CONTINUE NORTHEAST ON THE
 KR1508'TRACK ROAD FOR 1.2 MILES TO A T-INTERSECTION.  TURN LEFT AND
 KR1508'FOLLOW THE ROAD WEST FOR 3.2 MILES TO THE AZIMUTH MARK 0.15
 KR1508'MILE TO THE SOUTH.  CONTINUE ON THE ROAD FOR 0.7 MILE TO A
 KR1508'FORK.  TAKE THE LEFT FORK AND GO 2.1 MILES.  TURN RIGHT AND
 KR1508'DRIVE UP THE RIDGE FOR 0.1 MILE TO THE NORTH END OF THE
 KR1508'RIDGE AND THE STATION.  A DRIVE STATION WITH A 4-WHEEL
 KR1508'DRIVE VEHICLE.
 KR1508'
 KR1508'THE STATION MARK, A STANDARD DISK STAMPED MOUND 1953, IS SET
 KR1508'IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 4 INCHES ABOVE
 KR1508'THE GROUND.
 KR1508'
 KR1508'REFERENCE MARK 1, A STANDARD DISK STAMPED MOUND NO 1 1953,
 KR1508'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 6 INCHES
 KR1508'ABOVE THE GROUND.  IT IS APPROXIMATELY THE SAME ELEVATION AS THE
 KR1508'STATION.
 KR1508'
 KR1508'REFERENCE MARK 2, A STANDARD DISK STAMPED MOUND NO 2 1953,
 KR1508'IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 4 INCHES
 KR1508'ABOVE THE GROUND.  IT IS APPROXIMATELY THE SAME ELEVATION AS THE
 KR1508'STATION.
 KR1508'
 KR1508'THE AZIMUTH MARK, A GENERAL LAND OFFICE BRONZE DISK STAMPED 1/4
 KR1508'S 35 S 2 1921, IS SECURED TO THE TOP OF A 1-INCH PIPE WHICH
 KR1508'IS SET IN THE GROUND AND REINFORCED WITH CONCRETE.  THE PIPE
 KR1508'PROJECTS 2 FEET ABOVE THE GROUND.  IT IS 0.15 MILE SOUTH OF A
 KR1508'ROAD AND 3 FEET SOUTHEAST OF A 25-FOOT POLE.
 KR1508
 KR1508                          STATION RECOVERY (1955)
 KR1508
 KR1508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KR1508'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE GLO. MARK
 KR1508'1/4 S 35 S 2 (AZIMUTH) WERE RECOVERED AND IN GOOD CONDITION.
 KR1508'THE ORIGINAL DESCRIPTION OF THE ROUTE TO THE STATION IS
 KR1508'ADEQUATE BUT DUE TO A NEW ROAD IN THE VICINITY A SHORTER ROUTE
 KR1508'WAS ESTABLISHED, THE COMPLETE ROUTE TO THE STATION FOLLOWS--
 KR1508'
 KR1508'TO REACH FROM THE FRENCHMAN STATION WHICH IS 36 MILES SOUTHEAST
 KR1508'VIA U.S. HIGHWAY 50 FROM FALLON, GO WEST ON U.S. HIGHWAY 50
 KR1508'FOR 2.2 MILES TO A BLADED ROAD RIGHT.  TURN RIGHT ON THE BLADED
 KR1508'ROAD AND GO IN A NORTHERLY DIRECTION FOR 8.4 MILES TO A T-ROAD.
 KR1508'TURN RIGHT, EAST, AND GO *0.95 MILE.  THE STATION IS REACHED FROM
 KR1508'THIS POINT AS FOLLOWS--TURN LEFT AND DRIVE NORTH-NORTHEAST
 KR1508'UP THE RIDGE FOR 0.25 MILE TO THE NORTH END OF THE RIDGE
 KR1508'AND THE STATION.  THE STATION CAN BE DRIVEN WITH A
 KR1508'CONVENTIONAL DRIVE VEHICLE.
 KR1508'
 KR1508'*TO REACH THE GLO. MARK 1/4 S 35 S 2 (AZIMUTH) FROM THIS POINT,
 KR1508'CONTINUE EAST FOR 2.4 MILES TO DIM TRACKS ON THE RIGHT.  TURN
 KR1508'RIGHT, SOUTH, AND GO 0.2 MILE TO THE GLO. MARK 1/4 S 35 S 2
 KR1508'(AZIMUTH).
 KR1508
 KR1508                          STATION RECOVERY (1966)
 KR1508
 KR1508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KR1508'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 KR1508'RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 KR1508'
 KR1508'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--24 MILES
 KR1508'EAST OF FALLON.
 KR1508
 KR1508                          STATION RECOVERY (1983)
 KR1508
 KR1508'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (JS)
 KR1508'MOUND 1953 RECOVERED GOOD.
 KR1508'
 KR1508'CAN OCCUPY BY INERTIAL SYSTEM, HELO OR 4 WHEEL DR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1840 ***********************************************************************
 KR1840  DESIGNATION -  MOUND
 KR1840  PID         -  KR1840
 KR1840  STATE/COUNTY-  NV/CHURCHILL
 KR1840  USGS QUAD   -  LA PLATA CANYON (1972)
 KR1840
 KR1840                         *CURRENT SURVEY CONTROL
 KR1840  ___________________________________________________________________
 KR1840* NAD 83(1986)-  39 23 45.     (N)    118 16 59.     (W)     SCALED    
 KR1840* NAVD 88     -      1516.53   (+/-2cm)    4975.5    (feet)  VERTCON   
 KR1840  ___________________________________________________________________
 KR1840  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 KR1840
 KR1840  VERT ORDER  -  THIRD ? (See Below)
 KR1840
 KR1840.The horizontal coordinates were scaled from a topographic map and have
 KR1840.an estimated accuracy of +/- 6 seconds.
 KR1840
 KR1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1840.The vertical order pertains to the NGVD 29 superseded value.
 KR1840
 KR1840.The geoid height was determined by GEOID03.
 KR1840
 KR1840;                    North         East    Units  Estimated Accuracy
 KR1840;SPC NV W     - 4,515,580.      825,860.      MT  (+/- 180 meters Scaled)
 KR1840
 KR1840                          SUPERSEDED SURVEY CONTROL
 KR1840
 KR1840  NGVD 29 (07/19/86) 1515.50   (m)         4972.1    (f) LEVELING    3  
 KR1840
 KR1840.Superseded values are not recommended for survey control.
 KR1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1840.See file dsdata.txt to determine how the superseded data were derived.
 KR1840
 KR1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD895614(NAD 83)
 KR1840
 KR1840  HISTORY     - Date     Condition        Report By
 KR1840  HISTORY     - 1953     MONUMENTED       CGS
 KR1840
 KR1840                          STATION DESCRIPTION
 KR1840
 KR1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR1840'PRE-EARTHQUAKE POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1005 ***********************************************************************
 KR1005  DESIGNATION -  MOUND HOUSE
 KR1005  PID         -  KR1005
 KR1005  STATE/COUNTY-  NV/LYON
 KR1005  USGS QUAD   -  NEW EMPIRE (1994)
 KR1005
 KR1005                         *CURRENT SURVEY CONTROL
 KR1005  ___________________________________________________________________
 KR1005* NAD 83(1994)-  39 13 06.04313(N)    119 40 20.10799(W)     ADJUSTED  
 KR1005* NAVD 88     -      1527.12   (+/-2cm)    5010.2    (feet)  VERTCON   
 KR1005  ___________________________________________________________________
 KR1005  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 KR1005  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 KR1005
 KR1005  HORZ ORDER  -  SECOND
 KR1005  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1005
 KR1005.The horizontal coordinates were established by classical geodetic methods
 KR1005.and adjusted by the National Geodetic Survey in June 1998..
 KR1005
 KR1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1005.The vertical order pertains to the NGVD 29 superseded value.
 KR1005
 KR1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1005
 KR1005.The geoid height was determined by GEOID03.
 KR1005
 KR1005;                    North         East     Units Scale Factor Converg.
 KR1005;SPC NV W     - 4,496,401.230   705,969.731   MT  1.00000883   -0 41 18.8
 KR1005;SPC NV W     -14,751,943.04  2,316,169.03   sFT  1.00000883   -0 41 18.8
 KR1005;UTM  11      - 4,344,409.982   269,300.916   MT  1.00025536   -1 41 25.3
 KR1005
 KR1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1005!SPC NV W     -   0.99976427  x   1.00000883  =   0.99977310
 KR1005!UTM  11      -   0.99976427  x   1.00025536  =   1.00001957
 KR1005
 KR1005|---------------------------------------------------------------------|
 KR1005| PID    Reference Object                     Distance      Geod. Az  |
 KR1005|                                                           dddmmss.s |
 KR1005| KR1007 MOUND HOUSE RM 1                      8.692 METERS 04528     |
 KR1005| KR1661 DAYTON                              APPROX. 6.4 KM 0781127.3 |
 KR1005| KR1006 MOUND HOUSE RM 2                      6.949 METERS 13445     |
 KR1005|---------------------------------------------------------------------|
 KR1005
 KR1005                          SUPERSEDED SURVEY CONTROL
 KR1005
 KR1005  NAD 83(1992)-  39 13 06.04522(N)    119 40 20.10104(W) AD(       ) 2
 KR1005  NAD 83(1986)-  39 13 06.03953(N)    119 40 20.08131(W) AD(       ) 2
 KR1005  NAD 27      -  39 13 06.35600(N)    119 40 16.44200(W) AD(       ) 2
 KR1005  NGVD 29 (??/??/92) 1526.022  (m)         5006.62   (f) ADJ UNCH    1 2
 KR1005
 KR1005.Superseded values are not recommended for survey control.
 KR1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1005.See file dsdata.txt to determine how the superseded data were derived.
 KR1005
 KR1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD6930144410(NAD 83)
 KR1005_MARKER: DS = TRIANGULATION STATION DISK
 KR1005_SETTING: 66 = SET IN ROCK OUTCROP
 KR1005_SP_SET: OUTCROP
 KR1005_STAMPING: MOUND HOUSE 1935
 KR1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1005+STABILITY: POSITION/ELEVATION WELL
 KR1005
 KR1005  HISTORY     - Date     Condition        Report By
 KR1005  HISTORY     - 1935     MONUMENTED       USGS
 KR1005  HISTORY     - 1953     SEE DESCRIPTION  CGS
 KR1005  HISTORY     - 1953     GOOD             NGS
 KR1005  HISTORY     - 1968     GOOD             USGS
 KR1005
 KR1005                          STATION DESCRIPTION
 KR1005
 KR1005'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (LGT)
 KR1005'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF CARSON CITY
 KR1005'AND ABOUT 0.5 MILE NORTH OF U.S. HIGHWAY 50 ON THE HIGHEST
 KR1005'POINT OF A SMALL, BRUSH COVERED HILL.
 KR1005'
 KR1005'TO REACH THE STATION FROM CARSON CITY, GO NORTHEAST ON U.S.
 KR1005'HIGHWAY 50 FOR 5.95 MILES TO A ROAD TO THE LEFT AT A CATTLE GUARD.
 KR1005'TURN LEFT AND GO NORTH 0.2 MILE TO A CROSSROAD.  CONTINUE STRAIGHT
 KR1005'AHEAD 0.15 MILE TO A FORK.  TURN RIGHT, GO NORTH 0.1 MILE
 KR1005'TO THE WEST BASE OF THE HILL.  TURN RIGHT AND GO EAST UP HILL
 KR1005'0.1 MILE TO THE HIGHEST POINT AND STATION.  A DRIVE STATION.
 KR1005'
 KR1005'THE STATION MARK IS A U.S.G.S. BENCH MARK SET IN A DRILL HOLE
 KR1005'IN A BOULDER THAT IS FLUSH WITH THE GROUND LEVEL.  THE MARK
 KR1005'IS STAMPED MOUND HOUSE 1935.
 KR1005'
 KR1005'REFERENCE MARK NO. 1 IS A STANDARD DISK THAT IS SET IN THE TOP
 KR1005'OF A BOULDER THAT PROJECTS ABOUT 6 INCHES AND IS ABOUT 30 INCHES
 KR1005'LOWER THAN THE STATION MARK.  THE MARK IS STAMPED MOUND HOUSE
 KR1005'USGS NO 1 1951.
 KR1005'
 KR1005'REFERENCE MARK NO. 2 IS A STANDARD DISK THAT IS SET IN THE
 KR1005'TOP OF A BOULDER THAT PROJECTS ABOUT 6 INCHES AND IS ABOUT 6
 KR1005'INCHES LOWER THAN THE STATION MARK.  THE MARK IS STAMPED
 KR1005'MOUND HOUSE USGS NO 2 1951.
 KR1005'
 KR1005'TRIANGULATION STATION EMPIRE IS THE AZIMUTH MARK.
 KR1005
 KR1005                          STATION RECOVERY (1953)
 KR1005
 KR1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EWR)
 KR1005'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED
 KR1005
 KR1005                          STATION RECOVERY (1953)
 KR1005
 KR1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 KR1005'6.7 MI NE FROM CARSON CITY.
 KR1005'6.2 MILES NORTHEAST ALONG U. S. HIGHWAY 50 FROM THE POST OFFICE AT
 KR1005'CARSON CITY, THENCE 0.4 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.1
 KR1005'MILE NORTHEAST CROSS-COUNTRY UPHILL ALONG A POWER LINE TO THE SUMMIT
 KR1005'OF A LOW BRUSH COVERED HILL, BETWEEN TWO SMALL PITS, SET IN TOP OF A 3
 KR1005'1/2-BY 2-FOOT OUTCROP PROJECTING 0.3 FOOT ABOVE THE GROUND, AND 2 1/2
 KR1005'FEET WEST OF A 2 FEET HIGH CAIRN.
 KR1005
 KR1005                          STATION RECOVERY (1968)
 KR1005
 KR1005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR1005'STATION MARK--STANDARD TABLET STAMPED---MOUND HOUSE 1935---CEMENTED IN
 KR1005'ROCK FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1007 ***********************************************************************
 KR1007  DESIGNATION -  MOUND HOUSE RM 1
 KR1007  PID         -  KR1007
 KR1007  STATE/COUNTY-  NV/LYON
 KR1007  USGS QUAD   -  NEW EMPIRE (1994)
 KR1007
 KR1007                         *CURRENT SURVEY CONTROL
 KR1007  ___________________________________________________________________
 KR1007* NAD 83(1986)-  39 13 06.     (N)    119 40 20.     (W)     SCALED    
 KR1007* NAVD 88     -      1526.12   (+/-2cm)    5006.9    (feet)  VERTCON   
 KR1007  ___________________________________________________________________
 KR1007  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 KR1007
 KR1007  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1007
 KR1007.The horizontal coordinates were scaled from a topographic map and have
 KR1007.an estimated accuracy of +/- 6 seconds.
 KR1007
 KR1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1007.The vertical order pertains to the NGVD 29 superseded value.
 KR1007
 KR1007.The geoid height was determined by GEOID03.
 KR1007
 KR1007;                    North         East    Units  Estimated Accuracy
 KR1007;SPC NV W     - 4,496,400.      705,970.      MT  (+/- 180 meters Scaled)
 KR1007
 KR1007                          SUPERSEDED SURVEY CONTROL
 KR1007
 KR1007  NGVD 29 (??/??/92) 1525.024  (m)         5003.35   (f) ADJ UNCH    1 2
 KR1007
 KR1007.Superseded values are not recommended for survey control.
 KR1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1007.See file dsdata.txt to determine how the superseded data were derived.
 KR1007
 KR1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD693444(NAD 83)
 KR1007_MARKER: DR = REFERENCE MARK DISK
 KR1007_SETTING: 80 = SET IN A BOULDER
 KR1007_STAMPING: MOUND HOUSE NO 1 1951 USGS
 KR1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1007+STABILITY: SURFACE MOTION
 KR1007
 KR1007  HISTORY     - Date     Condition        Report By
 KR1007  HISTORY     - 1951     MONUMENTED       CGS
 KR1007  HISTORY     - 1953     GOOD             NGS
 KR1007
 KR1007                          STATION DESCRIPTION
 KR1007
 KR1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR1007'6.7 MI NE FROM CARSON CITY.
 KR1007'6.2 MILES NORTHEAST ALONG U. S. HIGHWAY 50 FROM THE POST OFFICE AT
 KR1007'CARSON CITY, THENCE 0.4 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.1
 KR1007'MILE NORTHEAST CROSS-COUNTRY UPHILL ALONG A POWER LINE TO THE SUMMIT
 KR1007'OF A LOW BRUSH COVERED HILL, SET IN TOP OF A 2 1/2-BY 1 1/2-FOOT
 KR1007'BOULDER PROJECTING 0.4 FOOT ABOVE THE GROUND, ABOUT 3 FEET LOWER THAN
 KR1007'THE SUMMIT OF THE HILL, 28.6 FEET NORTHEAST OF TRIANGULATION STATION
 KR1007'MOUND HOUSE (USGS.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1006 ***********************************************************************
 KR1006  DESIGNATION -  MOUND HOUSE RM 2
 KR1006  PID         -  KR1006
 KR1006  STATE/COUNTY-  NV/LYON
 KR1006  USGS QUAD   -  NEW EMPIRE (1994)
 KR1006
 KR1006                         *CURRENT SURVEY CONTROL
 KR1006  ___________________________________________________________________
 KR1006* NAD 83(1986)-  39 13 06.     (N)    119 40 20.     (W)     SCALED    
 KR1006* NAVD 88     -      1526.67   (+/-2cm)    5008.7    (feet)  VERTCON   
 KR1006  ___________________________________________________________________
 KR1006  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 KR1006
 KR1006  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1006
 KR1006.The horizontal coordinates were scaled from a topographic map and have
 KR1006.an estimated accuracy of +/- 6 seconds.
 KR1006
 KR1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1006.The vertical order pertains to the NGVD 29 superseded value.
 KR1006
 KR1006.The geoid height was determined by GEOID03.
 KR1006
 KR1006;                    North         East    Units  Estimated Accuracy
 KR1006;SPC NV W     - 4,496,400.      705,970.      MT  (+/- 180 meters Scaled)
 KR1006
 KR1006                          SUPERSEDED SURVEY CONTROL
 KR1006
 KR1006  NGVD 29 (??/??/92) 1525.578  (m)         5005.17   (f) ADJ UNCH    1 2
 KR1006
 KR1006.Superseded values are not recommended for survey control.
 KR1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1006.See file dsdata.txt to determine how the superseded data were derived.
 KR1006
 KR1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD693444(NAD 83)
 KR1006_MARKER: DR = REFERENCE MARK DISK
 KR1006_SETTING: 80 = SET IN A BOULDER
 KR1006_STAMPING: MOUND HOUSE NO 2 1951 USGS
 KR1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1006+STABILITY: SURFACE MOTION
 KR1006
 KR1006  HISTORY     - Date     Condition        Report By
 KR1006  HISTORY     - 1951     MONUMENTED       CGS
 KR1006  HISTORY     - 1953     GOOD             NGS
 KR1006
 KR1006                          STATION DESCRIPTION
 KR1006
 KR1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR1006'6.7 MI NE FROM CARSON CITY.
 KR1006'6.2 MILES NORTHEAST ALONG U. S. HIGHWAY 50 FROM THE POST OFFICE AT
 KR1006'CARSON CITY, THENCE 0.4 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.1
 KR1006'MILE NORTHEAST CROSS-COUNTRY UPHILL ALONG A POWER LINE TO THE SUMMIT
 KR1006'OF A LOW BRUSH COVERED HILL, SET IN THE TOP OF A 1 1/2-BY 1-FOOT
 KR1006'EMBEDDED BOULDER PROJECTING 0.4 FOOT ABOVE THE GROUND, 22.8 FEET
 KR1006'SOUTHEAST OF TRIANGULATION STATION MOUND HOUSE USGS, AND ABOUT 1 FOOT
 KR1006'LOWER THAN THE SUMMIT OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0544 ***********************************************************************
 KQ0544  DESIGNATION -  MOUNT CALLAHAN
 KQ0544  PID         -  KQ0544
 KQ0544  STATE/COUNTY-  NV/LANDER
 KQ0544  USGS QUAD   -  MOUNT CALLAGHAN (1986)
 KQ0544
 KQ0544                         *CURRENT SURVEY CONTROL
 KQ0544  ___________________________________________________________________
 KQ0544* NAD 83(1994)-  39 42 33.75766(N)    116 57 02.99889(W)     ADJUSTED  
 KQ0544* NAVD 88     -      3107.4    (meters)   10195.     (feet)  VERTCON   
 KQ0544  ___________________________________________________________________
 KQ0544  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 KQ0544  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 KQ0544
 KQ0544  HORZ ORDER  -  FIRST
 KQ0544
 KQ0544.The horizontal coordinates were established by classical geodetic methods
 KQ0544.and adjusted by the National Geodetic Survey in June 1998..
 KQ0544
 KQ0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0544
 KQ0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0544
 KQ0544.The geoid height was determined by GEOID03.
 KQ0544
 KQ0544;                    North         East     Units Scale Factor Converg.
 KQ0544;SPC NV C     - 6,550,385.872   475,633.797   MT  0.99990731   -0 10 53.6
 KQ0544;SPC NV C     -21,490,724.32  1,560,475.22   sFT  0.99990731   -0 10 53.6
 KQ0544;UTM  11      - 4,395,502.889   504,214.616   MT  0.99960022   +0 01 53.1
 KQ0544
 KQ0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0544!SPC NV C     -   0.99951607  x   0.99990731  =   0.99942343
 KQ0544!UTM  11      -   0.99951607  x   0.99960022  =   0.99911649
 KQ0544
 KQ0544|---------------------------------------------------------------------|
 KQ0544| PID    Reference Object                     Distance      Geod. Az  |
 KQ0544|                                                           dddmmss.s |
 KQ0544| KQ0543 MOUNT CALLAHAN RM 4 DRILL HOLE        1.110 METERS 07137     |
 KQ0544| DD5470 MOUNT CALLAHAN RM 4 DRILL HOLE        1.165 METERS 07456     |
 KQ0544| DD5469 MOUNT CALLAHAN RM 3 AZIMUTH                        1950046.5 |
 KQ0544| DD5467 MOUNT CALLAHAN RM 1                   0.354 METERS 20252     |
 KQ0544| DD5468 MOUNT CALLAHAN RM 2                  15.097 METERS 29406     |
 KQ0544|---------------------------------------------------------------------|
 KQ0544
 KQ0544                          SUPERSEDED SURVEY CONTROL
 KQ0544
 KQ0544  NAD 83(1986)-  39 42 33.75790(N)    116 57 02.98732(W) AD(       ) 1
 KQ0544  NAD 27      -  39 42 34.03500(N)    116 56 59.67600(W) AD(       ) 1
 KQ0544  NGVD 29 (07/19/86) 3105.9    (m)        10190.     (f) VERT ANG       
 KQ0544
 KQ0544.Superseded values are not recommended for survey control.
 KQ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0544.See file dsdata.txt to determine how the superseded data were derived.
 KQ0544
 KQ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND0421595503(NAD 83)
 KQ0544_MARKER: DD = SURVEY DISK
 KQ0544_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0544_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KQ0544_PROJECTION: FLUSH
 KQ0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0544+STABILITY: POSITION/ELEVATION WELL
 KQ0544
 KQ0544  HISTORY     - Date     Condition        Report By
 KQ0544  HISTORY     - 1881     MONUMENTED       CGS
 KQ0544  HISTORY     - 1925     GOOD             CGS
 KQ0544  HISTORY     - 1934     GOOD             CGS
 KQ0544  HISTORY     - 1945     GOOD             USGS
 KQ0544  HISTORY     - 1954     GOOD             CGS
 KQ0544  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KQ0544
 KQ0544                          STATION DESCRIPTION
 KQ0544
 KQ0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1881 (WE)
 KQ0544'ABOUT 20 MILES NORTH OF AUSTIN, ON THE SUMMIT OF MOUNT CALLAHAN,
 KQ0544'A LARGE FLAT-TOPPED MOUNTAIN AT THE NORTHERN EXTREMITY OF THE
 KQ0544'TOIYABE RANGE OF MOUNTAINS.  THE STATION IS MARKED BY A COPPER
 KQ0544'BOLT SET WITH PLASTER OF PARIS IN A DRILL HOLE IN A LARGE
 KQ0544'ROCK.  THIS ROCK IS EMBEDDED IN THE FOUNDATION OF A MASONRY
 KQ0544'PIER WHICH IS 4 FEET SQUARE AND 3 FEET HIGH WITH AN OPENING
 KQ0544'AT THE CENTER 6 INCHES SQUARE TO GIVE ACCESS TO THE BOLT FROM
 KQ0544'THE TOP OF THE PIER.  THERE IS A BOTTLE SET WITH PLASTER OF
 KQ0544'PARIS IN THIS OPENING OR PIT AND THE PIER IS CAPPED WITH A
 KQ0544'LARGE STONE HAVING A DRILL HOLE DIRECTLY ABOVE THE BOLT.
 KQ0544'THE STATION IS NEARLY SURROUNDED BY A RING WALL OF ROCKS.
 KQ0544'THREE DRILL HOLES IN SOLID ROCK ARE OUTSIDE THE WALL AT THE
 KQ0544'FOLLOWING DISTANCES AND BEARINGS FROM THE STATION--3.38
 KQ0544'METERS,S 60 DEG W.  3.48 METERS, N 0 DEG.  AND 3.71 METERS, S 60
 KQ0544'DEG E.  MOUNT CALLAHAN ASTRONOMIC STATION, MARKED BY A MASONRY
 KQ0544'PIER, IS 34.44 METERS FROM THE STATION N 68 DEG 12 MIN E
 KQ0544'THE VERTICAL CIRCLE STATION, NEARLY SURROUNDED BY A RING
 KQ0544'WALL OF ROCKS, IS 11.53 METERS FROM THE STATION
 KQ0544'S 4 DEG 10 MIN W.  THE MAGNETIC STATION PROTECTED BY A
 KQ0544'RIGHT-ANGLED WALL OF ROCKS IS 18.60 METERS FROM THE STATION
 KQ0544'N 14 DEG 12 MIN E.
 KQ0544
 KQ0544                          STATION RECOVERY (1925)
 KQ0544
 KQ0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (WM)
 KQ0544'FOUND AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--PIER HAS
 KQ0544'PARTIALLY FALLEN DOWN, AND CAPSTONE IS DISPLACED.  THE BOTTLE
 KQ0544'WAS FOUND SET IN PLASTER OF PARIS IN A STOVE PIPE ENCLOSED
 KQ0544'BY THE PIER.  THIS WAS FIRM AND UNDISTURBED.  THE COPPER
 KQ0544'BOLT AT THE BASE OF THE PIER WAS FOUND IN GOOD CONDITION.
 KQ0544'
 KQ0544'REACHED FROM AUSTIN VIA LINCOLN HIGHWAY EAST ABOUT 4 MILES TO
 KQ0544'LEFT HAND ROAD, EAST OF SUMMIT, LEADING TO GRASS VALLEY.
 KQ0544'FOLLOW GRASS VALLEY ROAD ABOUT 21 MILES TO THE MC AFEE RANCH,
 KQ0544'WHICH IS THE OLD CALLAHAN RANCH.  FROM THE RANCH IT IS ABOUT
 KQ0544'4 MILES TO STATION.  TRUCK WAS DRIVEN TO MC AFEE RANCH.
 KQ0544
 KQ0544                          STATION RECOVERY (1934)
 KQ0544
 KQ0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CP)
 KQ0544'THE STATION IS ABOUT 20 MILES, AIRLINE, NORTH-NORTHEAST OF
 KQ0544'THE TOWN OF AUSTIN, ON THE HIGHEST POINT OF MOUNT CALLAHAN.
 KQ0544'
 KQ0544'REACHED FROM AUSTIN AS FOLLOWS--FROM THE INTERNATIONAL HOTEL
 KQ0544'TAKE THE HIGHWAY GOING EAST AND GO 4.8 MILES OVER THE GRADE,
 KQ0544'TURN LEFT AND GO 2.3 MILES (GRASS VALLEY SIGN HERE), TAKE LEFT
 KQ0544'FORK AND GO 9.9 MILES (SIGN CALLAHAN 3 MILES), TAKE LEFT FORK
 KQ0544'AND GO 3.4 MILES TO THE CALLAHAN RANCH HOUSE (HORSES HERE).  GO
 KQ0544'INTO CORRAL AND OUT TO THE RIGHT, THEN LEFT UP SMALL HILL, THEN
 KQ0544'LEFT ALONG FENCE LINE ABOUT 0.2 MILE, THEN RIGHT UP A CANYON
 KQ0544'ABOUT 2.5 MILES TO THE END OF TRUCK TRAVEL.  FROM HERE CLIMB
 KQ0544'NORTHWEST TO THE HIGHEST POINT AND STATION.  ABOUT 2-1/2 HOUR
 KQ0544'PACK.
 KQ0544'
 KQ0544'THE COPPER BOLT WAS FOUND IN GOOD CONDITION, AND REFERENCE
 KQ0544'MARK NO. 1 WAS PLACED ON A LARGE ROCK CLOSE BY SO IT WILL
 KQ0544'BE EASY TO FIND.
 KQ0544
 KQ0544                          STATION RECOVERY (1945)
 KQ0544
 KQ0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 KQ0544'RECOVERED AS DESCRIBED BY NGS IN 1881 IN DESCRIPTION LIST 39 116 4,
 KQ0544'STATION 1006.
 KQ0544
 KQ0544                          STATION RECOVERY (1954)
 KQ0544
 KQ0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0544'THE STATION AN ALL MARKS WERE RECOVERED IN ACCORDANCE WITH
 KQ0544'THE 1934 RECOVERY NOTE.  ALL MARKS ARE IN VERY GOOD CONDITION.
 KQ0544
 KQ0544                          STATION RECOVERY (1958)
 KQ0544
 KQ0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KQ0544'THE STATION WAS RECOVERED AND REFERENCE MARKS 1, 2, AND 3 WERE
 KQ0544'FOUND IN GOOD CONDITION.  ONLY ONE OF THE DRILL HOLE REFERENCE
 KQ0544'MARKS MADE IN 1881 WAS FOUND.  THE OTHERS MAY BE HIDDEN BY
 KQ0544'THE ROCK WALL WHICH STILL SURROUNDS THE STATION.  THIS WAS
 KQ0544'NOT DISTURBED FOR IT OFFERS GOOD PROTECTION FROM STRONG WINDS
 KQ0544'AND MIGHT BE USED FOR PHOTO CONTROL.  THE REMAINS OF THE STONE
 KQ0544'WALLS AROUND THE VERTICAL CIRCLE, ASTRONOMIC, AND MAGNETIC
 KQ0544'STATIONS MAY BE SEEN BUT THEY HAVE FALLEN DOWN.  THE BOTTLE
 KQ0544'OVER THE STATION MARK HAS BEEN REMOVED AND BROKEN AND THE
 KQ0544'COPPER BOLT IN ITS MASONRY PIER IS NOW EXPOSED.  A WAY WAS
 KQ0544'FOUND TO CLIMB THE MOUNTAIN IN A 4-WHEEL-DRIVE JEEP SO A
 KQ0544'NEW DESCRIPTION FOLLOWS--
 KQ0544'
 KQ0544'THE STATION IS LOCATED, AIRLINE, ABOUT 16-1/2 MILES NORTH-NORTHEAST
 KQ0544'OF AUSTIN AND 64-1/2 MILES SOUTH OF BATTLE MOUNTAIN ON THE HIGHEST
 KQ0544'PEAK OF THE NORTH END OF THE TOIVABE RANGE.  THE SUMMIT IS A
 KQ0544'ROUNDED, BARE RIDGE ABOUT A MILE LONG RUNNING NORTH AND SOUTH.
 KQ0544'
 KQ0544'TO REACH THE STATION FROM THE U.S. POST OFFICE IN AUSTIN GO
 KQ0544'WEST ON U.S. HIGHWAY 50 FOR 0.9 MILE TO THE JUNCTION OF STATE
 KQ0544'HIGHWAY 8A ON THE RIGHT.  TURN RIGHT AND GO NORTH 18.5 MILES
 KQ0544'TO A SIDE ROAD ON THE RIGHT AT A SIGN CATON RANCH-SILVER
 KQ0544'CREEK.  TURN RIGHT AND GO EAST 5.9 MILES TO A GATE.  PASS THROUGH
 KQ0544'THE GATE AND CONTINUE 1.1 MILE TO THE RANCH YARD AND A GATE
 KQ0544'ON THE TRACK ROAD LEADING EAST UP DOMINGO CANYON.  GO THROUGH
 KQ0544'THIS GATE AND UP THE CANYON ALONG THE NORTH SIDE OF THE
 KQ0544'HAYFIELDS THROUGH 4 MORE GATES FOR 3.4 MILES TO A FORK ON THE
 KQ0544'LEFT.  TURN LEFT INTO THE SIDE VALLEY AND GO 0.4 MILE TO
 KQ0544'A GATE NEAR AN OLD CAVE HOUSE.  GO THROUGH THE GATE UP THE
 KQ0544'VALLEY ON A TRACK ROAD 0.5 MILE TO A SIDE WASH ON THE LEFT.
 KQ0544'TURN LEFT AND FOLLOW FAINT TRACKS NORTH 0.3 MILE.  HERE CLIMB
 KQ0544'LEFT OUT OF THE GULLY 0.5 MILE ONTO A SAGEBRUSH COVERED
 KQ0544'RIDGE.  CONTINUE NORTH DOWN ACROSS THE NEXT VALLEY ONTO A
 KQ0544'TREE COVERED RIDGE.  PICK THE BEST WAY THROUGH THE TREES
 KQ0544'TO THE NORTH SIDE OF THIS RIDGE THEN BEAR RIGHT UPHILL
 KQ0544'AND FOLLOW VARIOUS INTERCONNECTED RIDGES AND SADDLES
 KQ0544'5.3 MILES TO THE SUMMIT AND THE AZIMUTH MARK ON THE
 KQ0544'RIGHT.  CONTINUE 0.2 MILE TO THE OLD ROCK WALL AND THE
 KQ0544'STATION.
 KQ0544'
 KQ0544'THE STATION MARK IS A 1/2-INCH COPPER BOLT MARKED WITH A CROSS
 KQ0544'CEMENTED IN A DRILL HOLE IN A BOULDER 2 FEET BY 3 FEET PROJECTING
 KQ0544'6 INCHES FROM THE GROUND.
 KQ0544'
 KQ0544'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MT CALLAHAN
 KQ0544'NO 1 1934 CEMENTED IN A DRILL HOLE IN A BOULDER 1 FOOT BY 1-1/2
 KQ0544'FEET PROJECTING 10 INCHES FROM THE GROUND.  IT IS AT STATION
 KQ0544'ELEVATION UNDER THE DUCKBOARDS AROUND THE STAND.
 KQ0544'
 KQ0544'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MT CALLAHAN
 KQ0544'NO 2 1934 CEMENTED IN A DRILL HOLE IN A BOULDER 1 FOOT BY 2
 KQ0544'FEET PROJECTING 1 FOOT FROM THE GROUND.  IT IS ABOUT 4 FEET
 KQ0544'LOWER THAN THE STATION MARK AND IS 18 INCHES SOUTH-SOUTHEAST
 KQ0544'OF A 2-1/2-FOOT CAIRN.
 KQ0544'
 KQ0544'REFERENCE MARK NUMBER THREE SERVES AS THE AZIMUTH MARK.  IT
 KQ0544'IS A STANDARD DISK STAMPED MT CALLAHAN NO 3 1934 CEMENTED
 KQ0544'IN A DRILL HOLE IN A 2-BY 3-FOOT BOULDER PROJECTING 10 INCHES
 KQ0544'FROM THE GROUND.  IT IS ON THE NEXT HIGH POINT IN THE RIDGE
 KQ0544'SOUTH OF THE STATION AND IS 1 FOOT WEST OF A 2-FOOT CAIRN.
 KQ0544'
 KQ0544'REFERENCE MARK NUMBER FOUR IS A 1/2-INCH DRILL HOLE IN A BOULDER
 KQ0544'1-1/2 FEET SQUARE PROJECTING 18 INCHES FROM THE GROUND.  IT
 KQ0544'IS AT STATION ELEVATION IN THE ENTRANCE GAP IN THE ROCK WALL
 KQ0544'AROUND THE STATION.
 KQ0544'
 KQ0544'NOTE IT IS BELIEVED STATION TOIYABE DOME IN LIST NO. 539, P. T
 KQ0544'577-17 IS IN ERROR FOR NO POSSIBLE CHECK ON THE DIRECTIONS
 KQ0544'TO MARKS COULD BE OBTAINED USING THIS STATION.  THE DISCREPANCY
 KQ0544'IN MEASUREMENT TO MARKS IS PROBABLY DUE TO AN EXTREMELY
 KQ0544'STRONG WIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1620 ***********************************************************************
 KR1620  DESIGNATION -  MOUNT COMO DRILL HOLE ESE
 KR1620  PID         -  KR1620
 KR1620  STATE/COUNTY-  NV/DOUGLAS
 KR1620  USGS QUAD   -  MOUNT COMO (1993)
 KR1620
 KR1620                         *CURRENT SURVEY CONTROL
 KR1620  ___________________________________________________________________
 KR1620* NAD 83(1994)-  39 01 16.68407(N)    119 28 25.94989(W)     ADJUSTED  
 KR1620* NAVD 88     -      2746.     (meters)    9009.     (feet)  SCALED    
 KR1620  ___________________________________________________________________
 KR1620  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 KR1620  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 KR1620
 KR1620  HORZ ORDER  -  SECOND
 KR1620
 KR1620.The horizontal coordinates were established by classical geodetic methods
 KR1620.and adjusted by the National Geodetic Survey in June 1998..
 KR1620
 KR1620.The orthometric height was scaled from a topographic map.
 KR1620
 KR1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1620
 KR1620.The geoid height was determined by GEOID03.
 KR1620
 KR1620;                    North         East     Units Scale Factor Converg.
 KR1620;SPC NV W     - 4,474,340.348   722,885.778   MT  0.99997320   -0 33 38.6
 KR1620;SPC NV W     -14,679,564.96  2,371,667.76   sFT  0.99997320   -0 33 38.6
 KR1620;UTM  11      - 4,322,052.445   285,833.139   MT  1.00016482   -1 33 29.4
 KR1620
 KR1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1620!SPC NV W     -   0.99957312  x   0.99997320  =   0.99954633
 KR1620!UTM  11      -   0.99957312  x   1.00016482  =   0.99973787
 KR1620
 KR1620                          SUPERSEDED SURVEY CONTROL
 KR1620
 KR1620  NAD 83(1992)-  39 01 16.68179(N)    119 28 25.93151(W) AD(       ) 2
 KR1620  NAD 83(1986)-  39 01 16.67562(N)    119 28 25.89446(W) AD(       ) 2
 KR1620  NAD 27      -  39 01 16.98600(N)    119 28 22.30800(W) AD(       ) 2
 KR1620
 KR1620.Superseded values are not recommended for survey control.
 KR1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1620.See file dsdata.txt to determine how the superseded data were derived.
 KR1620
 KR1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8583322052(NAD 83)
 KR1620
 KR1620  HISTORY     - Date     Condition        Report By
 KR1620  HISTORY     - 1951     MONUMENTED       CGS
 KR1620
 KR1620                          STATION DESCRIPTION
 KR1620
 KR1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR1620'SEE STATION MOUNT COMO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1618 ***********************************************************************
 KR1618  DESIGNATION -  MOUNT COMO RESET
 KR1618  PID         -  KR1618
 KR1618  STATE/COUNTY-  NV/DOUGLAS
 KR1618  USGS QUAD   -  MOUNT COMO (1993)
 KR1618
 KR1618                         *CURRENT SURVEY CONTROL
 KR1618  ___________________________________________________________________
 KR1618* NAD 83(1994)-  39 01 16.74395(N)    119 28 26.15196(W)     ADJUSTED  
 KR1618* NAVD 88     -      2749.1    (meters)    9019.     (feet)  VERTCON   
 KR1618  ___________________________________________________________________
 KR1618  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 KR1618  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 KR1618
 KR1618  HORZ ORDER  -  FIRST
 KR1618
 KR1618.The horizontal coordinates were established by classical geodetic methods
 KR1618.and adjusted by the National Geodetic Survey in June 1998..
 KR1618
 KR1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1618
 KR1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1618
 KR1618.The geoid height was determined by GEOID03.
 KR1618
 KR1618;                    North         East     Units Scale Factor Converg.
 KR1618;SPC NV W     - 4,474,342.242   722,880.935   MT  0.99997321   -0 33 38.7
 KR1618;SPC NV W     -14,679,571.17  2,371,651.87   sFT  0.99997321   -0 33 38.7
 KR1618;UTM  11      - 4,322,054.424   285,828.329   MT  1.00016484   -1 33 29.5
 KR1618
 KR1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1618!SPC NV W     -   0.99957266  x   0.99997321  =   0.99954588
 KR1618!UTM  11      -   0.99957266  x   1.00016484  =   0.99973743
 KR1618
 KR1618:                Primary Azimuth Mark                     Grid Az
 KR1618:SPC NV W     -  MOUNT COMO AZ MK                         002 02 56.2
 KR1618:UTM  11      -  MOUNT COMO AZ MK                         003 02 47.0
 KR1618
 KR1618|---------------------------------------------------------------------|
 KR1618| PID    Reference Object                     Distance      Geod. Az  |
 KR1618|                                                           dddmmss.s |
 KR1618| DB8248 MOUNT COMO AZ MK                                   0012917.5 |
 KR1618| DB8251 MOUNT COMO RM 2                      13.599 METERS 05308     |
 KR1618| KR1620 MOUNT COMO DRILL HOLE ESE             5.200 METERS 11048     |
 KR1618| KR1619 MOUNT COMO SOUTH PIER                 7.170 METERS 15836     |
 KR1618| DB8250 MOUNT COMO RM 1 RESET                 7.787 METERS 20852     |
 KR1618| DB8249 MOUNT COMO RM 1                      17.630 METERS 35219     |
 KR1618| DB8252 MOUNT COMO RM 2 RESET                11.180 METERS 35230     |
 KR1618|---------------------------------------------------------------------|
 KR1618
 KR1618                          SUPERSEDED SURVEY CONTROL
 KR1618
 KR1618  NAD 83(1992)-  39 01 16.74166(N)    119 28 26.13359(W) AD(       ) 1
 KR1618  NAD 83(1986)-  39 01 16.73549(N)    119 28 26.09654(W) AD(       ) 1
 KR1618  NAD 27      -  39 01 17.04600(N)    119 28 22.51000(W) AD(       ) 1
 KR1618  NGVD 29 (07/19/86) 2747.9    (m)         9015.     (f) VERT ANG       
 KR1618
 KR1618.Superseded values are not recommended for survey control.
 KR1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1618.See file dsdata.txt to determine how the superseded data were derived.
 KR1618
 KR1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8582822054(NAD 83)
 KR1618_MARKER: B = BOLT
 KR1618_SETTING: 66 = SET IN ROCK OUTCROP
 KR1618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1618
 KR1618  HISTORY     - Date     Condition        Report By
 KR1618  HISTORY     - 1922     MONUMENTED       CGS
 KR1618  HISTORY     - 1925     GOOD             CGS
 KR1618  HISTORY     - 1931     GOOD             CGS
 KR1618  HISTORY     - 1931     GOOD             CGS
 KR1618  HISTORY     - 1940     GOOD             CGS
 KR1618  HISTORY     - 1941     GOOD             NVDH
 KR1618  HISTORY     - 1951     GOOD             CGS
 KR1618  HISTORY     - 1955     GOOD             USGS
 KR1618  HISTORY     - 1968     GOOD             USGS
 KR1618
 KR1618                          STATION DESCRIPTION
 KR1618
 KR1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CLG)
 KR1618'THE ORIGINAL DESCRIPTION IS SUFFICIENT AS TO THE LOCATION
 KR1618'OF THE STATION.
 KR1618'
 KR1618'AT PRESENT THE STATION IS BEST REACHED FROM YERINGTON, NEVADA.
 KR1618'FROM YERINGTON, GO TO THE OLD JEW RANCH OR TO DAN PERKINS RANCH,
 KR1618'BOTH RANCHES ARE LOCATED AT THE NORTH BASE OF THE MOUNTAIN.
 KR1618'
 KR1618'THE SUB-SURFACE MARK WAS RECOVERED, ALSO THE SOUTH STONE PIER
 KR1618'USED AS A REFERENCE MARK.  THE NORTH PIER, DRILL HOLE IN LINE
 KR1618'TO NORTH PIER, DRILL HOLE IN LINE TO SOUTH PIER, AND THE SURFACE
 KR1618'MARK AT STATION HAVE BEEN DESTROYED.  APPARENTLY SOME ONE HAS
 KR1618'BEEN PROSPECTING ON TOP OF THE MOUNTAIN, AND THE LARGE STONE,
 KR1618'IN WHICH THE SUB-SURFACE MARK WAS FOUND, HAS BEEN PARTLY
 KR1618'UNDERMINED ON THE WEST, SOUTHWEST SIDE.  THE OPPOSITE SIDE
 KR1618'SEEMS TO BE A PART OF THE MAIN LEDGE, WHICH IS ABOUT 3 FEET
 KR1618'THICK.  THE OLD OBSERVATION PLATFORM AROUND THE MARK IS IN
 KR1618'PLACE.  THREE BRICK PIERS 6 INCHES SQUARE AND 9 INCHES HIGH
 KR1618'WERE FOUND PLACED IN TRIANGULAR FORM, 12 INCHES FROM THE INSIDE
 KR1618'OF THE PIER TO THE SUB-SURFACE MARK.
 KR1618'
 KR1618'A STAND FOR THE INSTRUMENT WAS PLACED OVER THE SUB-SURFACE
 KR1618'MARK, AND 2 REFERENCE MARKS SET IN SOLID ROCK.
 KR1618'
 KR1618'FROM REFERENCE MARK NO. 1 THE STATION READS 155-1/2 DEG,
 KR1618'MAGNETIC.  DISTANCE, 58.5 FEET.  FROM REFERENCE MARK NO. 2 THE
 KR1618'STATION READS 215-1/2 DEG, MAGNETIC.  DISTANCE, 50.0 FEET.
 KR1618'FROM SOUTH PIER THE STATION READS 319-1/2 DEG, MAGNETIC.
 KR1618'DISTANCE, 23.7 FEET.  DRILL HOLE IN LINE TO ROUND TOP WAS
 KR1618'RECOVERED.  DRILL HOLE IN ROCK IN LINE TO REFERENCE MARK NO. 1
 KR1618'IS 37.1 FEET FROM STATION.
 KR1618
 KR1618                          STATION RECOVERY (1925)
 KR1618
 KR1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (WM)
 KR1618'FOUND AS DESCRIBED IN RECOVERY NOTE OF 1922.  THIS STATION
 KR1618'HAS EVIDENTLY BEEN STRUCK BY LIGHTNING, AND THE PIER DESTROYED.
 KR1618'THE COPPER BOLT IN BEDROCK IS FIRM AND IN GOOD CONDITION.
 KR1618'RING WALL WAS REPAIRED.  TRUCK WAS DRIVEN TO THE CABIN AT THE
 KR1618'EASTERN FOOT OF THE MOUNTAIN AT THE PROSPECT TUNNEL KNOWN AS THE
 KR1618'BURLINGTON MINE.
 KR1618
 KR1618                          STATION RECOVERY (1931)
 KR1618
 KR1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (JB)
 KR1618'FOUND AS DESCRIBED.  IN GOOD CONDITION EXCEPT THAT REFERENCE
 KR1618'MARK NO. 2 HAS BEEN DESTROYED, PROBABLY BY LIGHTNING AS THE
 KR1618'ROCK IN WHICH IT WAS LOCATED IS ALL SHATTERED.
 KR1618'
 KR1618'STATION BEST REACHED FROM RENO, NEVADA AS FOLLOWS--FROM RENO,
 KR1618'GO TO WELLINGTON VIA CARSON CITY 1 MILE SOUTHWEST OF WELLINGTON,
 KR1618'TAKE ROAD GOING NORTH UP SMITH VALLEY TO NEVADA HOT SPRINGS.
 KR1618'BEFORE REACHING NEVADA HOT SPRINGS THE ROAD TRAVELS TO EAST
 KR1618'AND WEST.  TAKE WEST BRANCH.  ABOUT 5 MILES NORTH OF NEVADA
 KR1618'HOT SPRINGS, ROAD TURNS TO EAST AT SIGNBOARD READING ARTESIA,
 KR1618'LUDING AND YERINGTON.  TAKE DIM ROAD LEADING NORTH AROUND BASE
 KR1618'OF MOUNTAIN.  THIS ROAD GOES TO JEW RANCH.  ABOUT 7 MILES
 KR1618'UP THIS ROAD TAKE L TURN, FURTHER ON TAKE L TURN AGAIN AT
 KR1618'SIGN READING BURLINGTON.  THIS ROAD GOES TO OLD PROSPECT
 KR1618'TUNNEL KNOWN AS THE BURLINGTON MINE.  CABIN AND MINE DUMP
 KR1618'CAN BE SEEN FROM VALLEY.  STATION IS ON HIGH PEAK WEST OF THE
 KR1618'CABIN.  ABOUT 2-1/2 MILES PACK.  PACK ANIMALS CAN BE TAKEN TO
 KR1618'THE STATION VIA THE SECOND CANYON NORTH OF THE CABIN TO
 KR1618'RIDGE AND ALONG RIDGE TO THE STATION.  PACK ANIMAL ROUTE
 KR1618'IS ABOUT 5 MILES.
 KR1618
 KR1618                          STATION RECOVERY (1931)
 KR1618
 KR1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 KR1618'ON A SHARP CONICAL PEAK OF THE COMO RANGE OF MOUNTAINS WHICH
 KR1618'LIES BETWEEN CARSON AND MASON VALLEYS, ABOUT 27 MILES WEST
 KR1618'OF YERINGTON, 24 MILES SOUTHEAST OF CARSON CITY, 20 MILES
 KR1618'NEARLY DUE EAST OF GENOA, AND 17 MILES SOUTHEAST OF DAYTON.
 KR1618'TO REACH FROM RENO, GO TO WELLINGTON VIA CARSON CITY (1 MILE
 KR1618'SOUTHWEST OF WELLINGTON), FOLLOW NORTH UP SMITH VALLEY TO
 KR1618'EAST-AND-WEST ROAD JUST BEFORE REACHING NEVADA HOT SPRINGS,
 KR1618'TAKE WEST BRANCH AND FOLLOW WEST ABOUT 5 MILES TO SIGNBOARD
 KR1618'ARTESIA-LUDING-YERRINGTON AND POINT WHERE ROAD TURNS EAST,
 KR1618'TAKE DIM ROAD LEADING NORTH AROUND BASE OF MOUNTAIN (ROAD TO
 KR1618'JEW RANCH) AND GO ABOUT 7 MILES, TAKE LEFT TURN AND PROCEED
 KR1618'TO SIGN BURLINGTON, TAKE LEFT TURN AND FOLLOW ROAD TO
 KR1618'PROSPECT TUNNEL KNOWN AS THE BURLINGTON MINE (CABIN AND MINE
 KR1618'DUMP CAN BE SEEN FROM VALLEY), AND PROCEED WEST 2-1/2 MILES
 KR1618'FROM CABIN TO HIGH PEAK AND STATION SITE.  TO TAKE
 KR1618'PACK ANIMALS TO STATION, FOLLOW SECOND CANYON NORTH OF
 KR1618'CABIN TO RIDGE AND PROCEED ALONG RIDGE TO STATION SITE.
 KR1618'THIS ROUTE IS ABOUT 5 MILES.  IN 1879 STATION WAS MARKED
 KR1618'BY A 1/2- BY 4-INCH COPPER BOLT LEADED INTO A LARGE AND
 KR1618'WELL-BEDDED GRANITE ROCK.  A MASONRY PIER, RESTING ON
 KR1618'SOLID ROCK FORMATION, WAS BUILT UP TO A HEIGHT OF A FEW
 KR1618'INCHES ABOVE COPPER BOLT AND WAS CAPPED WITH A LARGE
 KR1618'SLAB OF ROCK ABOUT 19 BY 22 INCHES BY 5 INCHES THICK.  A
 KR1618'ONE-HALF-INCH HOLE WAS THEN DRILLED IN SLAB DIRECTLY OVER
 KR1618'COPPER BOLT.  THREE SMALL BRICK PIERS, 1 BRICK SQUARE AND
 KR1618'ABOUT 8 INCHES HIGH, WERE ERECTED ON MASONRY PIER TO SUPPORT
 KR1618'THE INSTRUMENT TRIPOD.  VERTICAL-CIRCLE PIERS WERE CONSTRUCTED
 KR1618'AT FOLLOWING DISTANCES AND AZIMUTHS FROM STATION--10.60 METERS
 KR1618'(34.8 FEET), 179 DEG 04 MIN.  AND 7.24 METERS (23.8 FEET),
 KR1618'338 DEG 12 MIN.  DRILL HOLE IN ROCK WAS ESTABLISHED 6.25 METERS
 KR1618'(20.5 FEET) FROM STATION IN AZIMUTH 49 DEG 13 MIN.  A RING
 KR1618'WALL OF STONE, ABOUT 2 FEET THICK AND 4-1/2 FEET HIGH AND
 KR1618'RESEMBLING THE FIGURE 6 WAS BUILT TO SERVE AS A WINDBREAK.
 KR1618'A WHEELER MONUMENT, ABOUT 35 DEG WEST OF SOUTH AND 10 FEET
 KR1618'DISTANT FROM STATION FORMED PART OF WALL.  IN 1922--PIER
 KR1618'OVER COPPER BOLT MARKING STATION AND THE NORTH
 KR1618'VERTICAL-CIRCLE PIER HAD BEEN DESTROYED.  THE ROCK WITH THE
 KR1618'COPPER BOLT WAS PARTLY UNDERMINED ON THE WEST AND
 KR1618'SOUTHWEST SIDES.  TWO STANDARD REFERENCE DISKS WERE ESTABLISHED
 KR1618'IN ROCK AT FOLLOWING DISTANCES AND MAGNETIC AZIMUTHS FROM
 KR1618'STATION--NO. 1, 58.5 FEET, 155 DEG 30 MIN.  AND NO. 2, 50.0
 KR1618'FEET, 215 DEG 30 MIN.  DRILL HOLE IN ROCK WAS ESTABLISHED
 KR1618'IN LINE TO REFERENCE MARK NO. 1, 37.1 FEET FROM
 KR1618'STATION.  IN 1925 STATION HAD EVIDENTLY BEEN STRUCK BY
 KR1618'LIGHTNING AND THE PIER DESTROYED.  THE COPPER BOLT WAS IN
 KR1618'GOOD CONDITION.  THE RING WALL WAS REPAIRED.  IN 1931
 KR1618'STATION MARK WAS RECOVERED IN GOOD CONDITION, BUT REFERENCE
 KR1618'MARK NO. 2 HAD BEEN DESTROYED.
 KR1618
 KR1618                          STATION RECOVERY (1940)
 KR1618
 KR1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JCS)
 KR1618'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KR1618'
 KR1618'STATION MARK IS A COPPER BOLT SET IN ROCK, IN THE CENTER OF
 KR1618'A ROCK-RING-WALL BUILT ABOUT 3 FEET HIGH.
 KR1618'
 KR1618'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN ROCK OUTCROP,
 KR1618'STAMPED ONLY WITH A ROUGH I.  IS ABOUT 6 FEET BELOW THE
 KR1618'STATION LEVEL, NORTH BY WEST OF THE STATION.  HORIZONTAL DISTANCE,
 KR1618'57.856 FEET, 17.636 METERS.
 KR1618'
 KR1618'REFERENCE MARK NO. 2, IS A STANDARD DISK SET IN ROCK OUTCROP,
 KR1618'STAMPED WITH 2.  IS ABOUT 12 FEET BELOW STATION LEVEL, NORTHEAST
 KR1618'OF THE STATION.  HORIZONTAL DISTANCE, 48.00 FEET, 14.630
 KR1618'METERS.
 KR1618'
 KR1618'AZIMUTH MARK, ESTABLISHED IN 1940, IS A STANDARD DISK SET
 KR1618'IN ROCK OUTCROP, STAMPED MOUNT COMO, 1940.  IT IS ABOUT 0.5
 KR1618'MILE NORTH OF THE STATION, ON THE FIRST PEAK WHICH IS ABOUT
 KR1618'200 FEET LOWER THAN THE STATION.  IT IS ABOUT 5 FEET BELOW
 KR1618'AND 60 FEET SOUTHEAST OF THE HIGHEST POINT OF THE CONE-SHAPED
 KR1618'PEAK.
 KR1618'
 KR1618'THERE ARE TWO DRILL HOLES IN ROCK.  ONE, IN LINE TO REFERENCE
 KR1618'MARK NO. 1, HORIZONTAL DISTANCE, 36.67 FEET, 11.18 METERS.
 KR1618'THE SECOND IS IN A BOULDER SOUTHEAST OF THE STATION, HORIZONTAL
 KR1618'DISTANCE, 17.05 FEET, 5.20 METERS.
 KR1618'
 KR1618'ONE STONE PIER IS SOUTH OF THE STATION.  THE SLAB CAP HAS BEEN
 KR1618'REMOVED.  HORIZONTAL DISTANCE, 24.0 FEET, 7.3 METERS.  THE
 KR1618'OTHER PIER NORTH OF THE STATION HAS BEEN RAZED.
 KR1618'
 KR1618'STATION LOCATION--ON A SHARP CONICAL PEAK OF THE COMO RANGE
 KR1618'OF MOUNTAINS WHICH LIES BETWEEN CARSON AND MASON VALLEYS,
 KR1618'ABOUT 27 MILES, AIRLINE, WEST OF YERINGTON, 24 MILES SOUTHEAST
 KR1618'OF CARSON CITY, 20 MILES NEARLY DUE EAST OF GENOA AND 17
 KR1618'MILES SOUTHEAST OF DAYTON.
 KR1618'
 KR1618'REACHED FROM WELLINGTON NEVADA BY GOING SOUTHWESTERLY ON
 KR1618'STATE HIGHWAY 3 FOR 1.1 MILES FROM THE SMITH VALLEY GARAGE
 KR1618'TO A GRADED DIRT ROAD LEADING RIGHT AT SIGN SIMPSON, ARTESIA,
 KR1618'LUDWIG.  TURN RIGHT AND FOLLOW THE MAIN TRAVELED ROAD NORTHERLY
 KR1618'7.5 MILES TO SIGN HOT SPRINGS.  TURN LEFT AND FOLLOW THE
 KR1618'MAIN TRAVELED ROAD WEST AND NORTH 7.7 MILES TO A POINT WHERE
 KR1618'THE MAIN ROAD TURNS EAST AT SIGN SPRING GULCH.  CONTINUE
 KR1618'STRAIGHT AHEAD, LEFT FORK, AND FOLLOW THE MAIN TRAVELED ROAD
 KR1618'4.25 MILES.  KEEP STRAIGHT AHEAD, GO 0.95 MILE.  TURN LEFT
 KR1618'ON DIM TRACK ROAD LEADING LEFT ABOUT 50 YARDS BEFORE
 KR1618'REACHING POINT WHERE MAIN ROAD JOGS TO RIGHT AND CROSSES
 KR1618'WASH.  FROM HERE THE STATION PEAK IS VISIBLE AT MAGNETIC
 KR1618'BEARING 261 DEGREES.  TURN LEFT ON THE TRACK ROAD AND
 KR1618'FOLLOW THE TRACKS NORTHWESTERLY 1.3 MILES TO A DIM TRACK
 KR1618'ROAD, LEFT, THAT LEADS UP THE VALLEY TO THE LEFT.
 KR1618'(OLD DESCRIPTION, CONTINUE STRAIGHT AHEAD 0.3 MILE TO SMALL
 KR1618'PINE TREE WITH TRIANGLE BLAZE ON LEFT.  PACK WEST UP
 KR1618'THE MAIN RIDGE TO STATION.) TURN LEFT ON THE DIM TRACK WOOD
 KR1618'ROAD AND FOLLOW IT TO ITS END IN A GLADE SOUTHEAST OF
 KR1618'THE STATION.  CLIMB TO THE TOP OF THE RIDGE ON THE
 KR1618'RIGHT, THENCE LEFT TO THE TOP AND STATION.  ONLY TRUCKS
 KR1618'WITH COMPOUND GEAR CAN MAKE THE LAST HALF MILE OF THIS 1.5
 KR1618'MILES FROM THE LAST TURN-OFF ONTO THE WOOD ROAD.
 KR1618'
 KR1618'3 HOURS PACK UP A STEEP MOUNTAIN SIDE.
 KR1618'
 KR1618'HORSES CAN BE TAKEN TO THE STATION.
 KR1618'
 KR1618'VERTICAL ANGLES WERE TAKEN TO REFERENCE MARKS NOS. 1 AND 2,
 KR1618'AND TO THE DRILL HOLE IN LINE TO R.M. NO. 1.  PREVIOUS DISTANCES
 KR1618'GIVEN WERE AS FOLLOWS--REFERENCE MARK NO. 1, 58.5 FEET,
 KR1618'REFERENCE MARK NO. 2, 50.0 FEET.  DRILL HOLE IN LINE TO
 KR1618'REFERENCE MARK NO. 1, 37.1 FEET, DRILL HOLE (NO. 2) 6.25
 KR1618'METERS (20.5 FEET).
 KR1618
 KR1618                          STATION RECOVERY (1941)
 KR1618
 KR1618'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1941
 KR1618'FOUND AS DESCRIBED.  A SEVEN FOOT CAIRN AND A SIGNAL POLE
 KR1618'WERE PLACED OVER THE STATION MARK.
 KR1618'
 KR1618'NOTE--THE C.C.C.S HAVE CONSTRUCTED A NEW ROAD ON THE WEST
 KR1618'SIDE OF THE PINE NUT RANGE WHICH AFFORDS AN EASIER MEANS
 KR1618'OF APPROACH THAN THOSE DESCRIBED IN THE 1931 RECOVERY NOTE FROM
 KR1618'YOUR RECORDS.
 KR1618'
 KR1618'FROM INTERSECTION OF STREET WHICH DOUGLAS COUNTY COURT HOUSE
 KR1618'FACES IN MINDEN AND U.S. 395, DRIVE TOWARDS CARSON CITY FOR
 KR1618'1.8 MILES AND TURN 90 DEG RIGHT (E) DOWN A LANE FOR 4.1 MILES
 KR1618'TO ROAD FORKS JUST EAST OF A BRIDGE OVER A LARGE IRRIGATION
 KR1618'DITCH.  TAKE LEFT HAND ROAD FOR 12.8 MILES (KEEP ON MAIN TRAVELED
 KR1618'ROAD) TO FORKS OF ROAD AND KEEP RIGHT (SE) FOR 2.6 MILES
 KR1618'TO ROAD FORKS.  (THIS FORK ABOUT 500 FT NORTH OF CLEA-RING
 KR1618'AND C.C.C. SIDE CAMP.) THE LEFT FORK GOES EASTERLY ABOUT 2
 KR1618'MILES TO THE SUMMIT OF THE PINE NUT RANGE.  ROAD WAS NOT
 KR1618'PASSABLE IN DECEMBER ON ACCOUNT OF SNOW BUT CAR WITH
 KR1618'COMPOUND CAN BE DRIVEN TO SUMMIT WHEN ROAD IS DRY.  FROM
 KR1618'SUMMIT STATION CAN BE SEEN ABOUT 2-1/2 MILES SOUTH AND IS AN
 KR1618'EASY TWO HOUR PACK ALONG TOP OF RIDGE.  THERE IS A TRAIL
 KR1618'ALONG THE RIDGE TOP WHICH AFFORDS GOOD GOING.
 KR1618'
 KR1618'NOTE--MILEAGES MAY BE LONG DUE TO SNOW AND TIRES SLIPPING.
 KR1618
 KR1618                          STATION RECOVERY (1951)
 KR1618
 KR1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1618'THE STATION MARK, 2 REFERENCE MARKS NUMBER 1, 2 REFERENCE
 KR1618'MARKS NUMBER 2, A DRILL HOLE, A PIER, AND AN AZIMUTH MARK
 KR1618'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 KR1618'MARK NUMBER 2, STAMPED 2, IS BELIEVED TO BE THE ORIGINAL
 KR1618'REFERENCE MARK ESTABLISHED IN 1922.  IT HAS BEEN REPORTED
 KR1618'DESTROYED, BUT PREVIOUS DESCRIPTIONS DO NOT STATE THAT ANOTHER
 KR1618'MARK WAS EVER SET AND THE DIRECTION TO IT CHECKS.  TWO
 KR1618'REFERENCE MARKS AS DESCRIBED BELOW WERE SET IN 1946.  NO
 KR1618'PREVIOUS DATA AVAILABLE ON THEM.  A NEW DESCRIPTION
 KR1618'FOLLOWS.
 KR1618'
 KR1618'THE STATION IS LOCATED ABOUT 19 MILES AIR LINE SOUTHEAST OF
 KR1618'CARSON CITY, 17 MILES AIR LINE EAST-NORTHEAST OF MINDEN, AND
 KR1618'16 MILES AIR LINE SOUTH-SOUTHEAST OF DAYTON.  IT IS 20 FEET
 KR1618'NORTH OF THE HIGHEST POINT AND SOUTH END OF A RIDGE WHICH
 KR1618'IS LOCALLY KNOWN AS MOUNT COMO.  THE MARK IS A BRASS PLUG SET
 KR1618'IN A DRILL HOLE IN A CONCRETE, BRICK AND ROCK FORMATION
 KR1618'WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  THE MARK IS NOT
 KR1618'STAMPED.
 KR1618'
 KR1618'REFERENCE MARK NUMBER 1 IS ABOUT 3 FEET LOWER THAN THE STATION.
 KR1618'IT IS A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 KR1618'OUTCROPPING BEDROCK WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 KR1618'THE MARK IS STAMPED 1.
 KR1618'
 KR1618'REFERENCE MARK NUMBER 2 IS ABOUT 12 FEET LOWER THAN THE STATION.
 KR1618'IT IS A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE
 KR1618'IN OUTCROPPING BEDROCK WHICH PROJECTS 1 FOOT ABOVE THE GROUND.
 KR1618'THE CAST ARROW IS NOT POINTING TOWARD THE STATION, BUT ANOTHER
 KR1618'ARROW HAS BEEN CUT ON IT POINTING TOWARD THE STATION.  THE
 KR1618'SLOPE DISTANCE FROM THE STATION TO THE REFERENCE MARK IS
 KR1618'50.33 FEET.  THE MARK IS STAMPED 2.
 KR1618'
 KR1618'REFERENCE MARK NUMBER 1 IS ABOUT 1 FOOT HIGHER THAN THE
 KR1618'STATION.  IT IS A STANDARD REFERENCE MARK DISK SET IN A
 KR1618'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 1 FOOT ABOVE
 KR1618'THE GROUND.  THE MARK IS STAMPED MOUNT COMO NO 1 1946.
 KR1618'
 KR1618'REFERENCE MARK NUMBER 2 IS ABOUT THE SAME ELEVATION AS THE
 KR1618'STATION.  IT IS A STANDARD REFERENCE MARK DISK SET IN A DRILL
 KR1618'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES ABOVE
 KR1618'THE GROUND.  IT IS BELIEVED THAT IT IS SET IN ONE OF THE
 KR1618'ORIGINAL DRILL HOLES.  THE MARK IS STAMPED MOUNT COMO NO 2
 KR1618'1946.
 KR1618'
 KR1618'THE DRILL HOLE IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT
 KR1618'IS IN OUTCROPPING BEDROCK WHICH PROJECTS 18 INCHES ABOVE THE
 KR1618'GROUND.
 KR1618'
 KR1618'THE PIER IS A 2 FOOT SQUARE CONCRETE AND ROCK STRUCTURE ABOUT
 KR1618'3 FEET HIGH.
 KR1618'
 KR1618'THE AZIMUTH MARK IS LOCATED ON THE FIRST PROMINENT POINT NORTH
 KR1618'OF THE STATION.  IT IS ABOUT 20 FEET SOUTH OF THE HIGHEST
 KR1618'POINT AND 6 INCHES WEST OF A CAIRN.  IT IS A STANDARD AZIMUTH
 KR1618'MARK DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 KR1618'IS FLUSH WITH THE GROUND.  THE MARK IS STAMPED MOUNT COMO 1940.
 KR1618'
 KR1618'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 395 AND U.S. HIGHWAY
 KR1618'50 IN CARSON CITY, GO EAST ON U.S. HIGHWAY 50 FOR 3.45 MILES
 KR1618'TO A DIRT ROAD RIGHT.  TURN RIGHT, CROSS CATTLE GUARD AND
 KR1618'GO 0.4 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 1.25
 KR1618'MILES TO A FORK.  TAKE THE RIGHT FORK ACROSS A BRIDGE AND
 KR1618'GO 2.15 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 3.95 MILES
 KR1618'TO A FORK.  TAKE THE RIGHT FORK AND GO 0.2 MILE TO A FORK.
 KR1618'TAKE THE RIGHT FORK AND GO 0.4 MILE TO A CROSSROAD.  CONTINUE
 KR1618'STRAIGHT AHEAD, SOUTH, FOR 0.8 MILE TO A FORK.  TAKE THE LEFT
 KR1618'FORK AND GO 1.3 MILES TO A CABIN AND CORRAL.  CONTINUE ON
 KR1618'THE ROAD FOR 2.25 MILES TO A FORK.  TAKE THE LEFT FORK AND
 KR1618'GO 2.7 MILES TO A REVERSE Y.  CONTINUE STRAIGHT AHEAD,
 KR1618'SOUTH, FOR 1.1 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 KR1618'GO 0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 2.5 MILES
 KR1618'TO A TRACK ROAD LEFT.  TURN LEFT AND FOLLOW THE TRACK
 KR1618'ROAD UP THE STEEP SLOPE FOR 2.4 MILES TO THE TOP OF THE
 KR1618'RIDGE, A FENCE AND GATE.  TURN RIGHT AND FOLLOW ALONG THE WEST
 KR1618'SIDE OF THE FENCE AND PICK WAY SOUTH ALONG THE RIDGE FOR 2.7
 KR1618'MILES TO THE AZIMUTH MARK.  CONTINUE ALONG THE RIDGE FOR 0.4
 KR1618'MILE TO THE HIGHEST POINT AND THE STATION.  A DRIVE
 KR1618'STATION WITH A FOUR-WHEEL DRIVE VEHICLE.
 KR1618
 KR1618                          STATION RECOVERY (1955)
 KR1618
 KR1618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KR1618'RECOVERED AS DESCRIBED BY CGS.  LAST 1.5 MI CANNOT BE DRIVEN WITH
 KR1618'JEEP DUE TO LARGE ROCKS.  ABOUT A 1-HOUR PACK FROM END OF JEEP
 KR1618'TRAVEL.
 KR1618
 KR1618                          STATION RECOVERY (1968)
 KR1618
 KR1618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR1618'RECOVERED AS DESCRIBED BY NGS.  NEW TO REACH FOLLOWS.
 KR1618'
 KR1618'TO REACH FROM MINDEN POST OFFICE, GO 1.9 MI NW. ON U.S. HWY. 395
 KR1618'TO T-RD. E.  TURN RIGHT 16.1 MI E. ON MAIN-TRAVELED RD. UP
 KR1618'BUCKEYE CREEK TO SMITH RANCH IN SECTION 27, T13N, R22E, CONTINUE
 KR1618'ON MAIN RD. 0.8 MI TO RD. FORK.  TAKE LEFT FORK 2.2 MI N. ON
 KR1618'MAIN-TRAVELED RD. TO X-RDS.  TAKE RIGHT FORK 2.5 MI N. TO FORK.
 KR1618'TAKE RIGHT FORK 0.3 MI NE. TO END OF RD. ON TOP OF RIDGE AND END
 KR1618'OF TRUCK TRAVEL.  STATION IS ABOUT 0.5 MI NW. AND 800 FT HIGHER.
 KR1618'ABOUT A 30-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1619 ***********************************************************************
 KR1619  DESIGNATION -  MOUNT COMO SOUTH PIER
 KR1619  PID         -  KR1619
 KR1619  STATE/COUNTY-  NV/DOUGLAS
 KR1619  USGS QUAD   -  MOUNT COMO (1993)
 KR1619
 KR1619                         *CURRENT SURVEY CONTROL
 KR1619  ___________________________________________________________________
 KR1619* NAD 83(1994)-  39 01 16.52747(N)    119 28 26.04322(W)     ADJUSTED  
 KR1619* NAVD 88     -      2746.     (meters)    9009.     (feet)  SCALED    
 KR1619  ___________________________________________________________________
 KR1619  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 KR1619  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 KR1619
 KR1619  HORZ ORDER  -  SECOND
 KR1619
 KR1619.The horizontal coordinates were established by classical geodetic methods
 KR1619.and adjusted by the National Geodetic Survey in June 1998..
 KR1619
 KR1619.The orthometric height was scaled from a topographic map.
 KR1619
 KR1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1619
 KR1619.The geoid height was determined by GEOID03.
 KR1619
 KR1619;                    North         East     Units Scale Factor Converg.
 KR1619;SPC NV W     - 4,474,335.541   722,883.486   MT  0.99997320   -0 33 38.7
 KR1619;SPC NV W     -14,679,549.19  2,371,660.24   sFT  0.99997320   -0 33 38.7
 KR1619;UTM  11      - 4,322,047.678   285,830.763   MT  1.00016483   -1 33 29.5
 KR1619
 KR1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1619!SPC NV W     -   0.99957312  x   0.99997320  =   0.99954633
 KR1619!UTM  11      -   0.99957312  x   1.00016483  =   0.99973788
 KR1619
 KR1619                          SUPERSEDED SURVEY CONTROL
 KR1619
 KR1619  NAD 83(1992)-  39 01 16.52519(N)    119 28 26.02484(W) AD(       ) 2
 KR1619  NAD 83(1986)-  39 01 16.51901(N)    119 28 25.98778(W) AD(       ) 2
 KR1619  NAD 27      -  39 01 16.83000(N)    119 28 22.40100(W) AD(       ) 2
 KR1619
 KR1619.Superseded values are not recommended for survey control.
 KR1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1619.See file dsdata.txt to determine how the superseded data were derived.
 KR1619
 KR1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD8583122048(NAD 83)
 KR1619
 KR1619  HISTORY     - Date     Condition        Report By
 KR1619  HISTORY     - 1951     MONUMENTED       CGS
 KR1619
 KR1619                          STATION DESCRIPTION
 KR1619
 KR1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR1619'SEE STATION MOUNT COMO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1643 ***********************************************************************
 KR1643  DESIGNATION -  MOUNT DAVIDSON FLAGSTAFF
 KR1643  PID         -  KR1643
 KR1643  STATE/COUNTY-  NV/STOREY
 KR1643  USGS QUAD   -  VIRGINIA CITY (1994)
 KR1643
 KR1643                         *CURRENT SURVEY CONTROL
 KR1643  ___________________________________________________________________
 KR1643* NAD 83(1994)-  39 18 29.42909(N)    119 39 48.09169(W)     ADJUSTED  
 KR1643* NAVD 88     -      2395.7    (meters)    7860.     (feet)  VERTCON   
 KR1643  ___________________________________________________________________
 KR1643  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 KR1643  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KR1643
 KR1643  HORZ ORDER  -  FIRST
 KR1643
 KR1643.The horizontal coordinates were established by classical geodetic methods
 KR1643.and adjusted by the National Geodetic Survey in June 1998..
 KR1643
 KR1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1643
 KR1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1643
 KR1643.The geoid height was determined by GEOID03.
 KR1643
 KR1643;                    North         East     Units Scale Factor Converg.
 KR1643;SPC NV W     - 4,506,364.307   706,856.696   MT  1.00000679   -0 41 03.2
 KR1643;SPC NV W     -14,784,630.23  2,319,079.01   sFT  1.00000679   -0 41 03.2
 KR1643;UTM  11      - 4,354,358.443   270,362.363   MT  1.00024933   -1 41 16.6
 KR1643
 KR1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1643!SPC NV W     -   0.99962806  x   1.00000679  =   0.99963485
 KR1643!UTM  11      -   0.99962806  x   1.00024933  =   0.99987730
 KR1643
 KR1643:                Primary Azimuth Mark                     Grid Az
 KR1643:SPC NV W     -  HOT SPRING MOUNTAIN                      191 15 11.2
 KR1643:UTM  11      -  HOT SPRING MOUNTAIN                      192 15 24.6
 KR1643
 KR1643|---------------------------------------------------------------------|
 KR1643| PID    Reference Object                     Distance      Geod. Az  |
 KR1643|                                                           dddmmss.s |
 KR1643| KR1664 HOT SPRING MOUNTAIN                 APPROX.27.3 KM 1903408.0 |
 KR1643|---------------------------------------------------------------------|
 KR1643
 KR1643                          SUPERSEDED SURVEY CONTROL
 KR1643
 KR1643  NAD 83(1992)-  39 18 29.43312(N)    119 39 48.08627(W) AD(       ) 1
 KR1643  NAD 83(1986)-  39 18 29.43009(N)    119 39 48.07056(W) AD(       ) 1
 KR1643  NAD 27      -  39 18 29.74300(N)    119 39 44.40800(W) AD(       ) 1
 KR1643  NGVD 29 (04/11/94) 2394.5    (m)         7856.     (f) VERT ANG       
 KR1643
 KR1643.Superseded values are not recommended for survey control.
 KR1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1643.See file dsdata.txt to determine how the superseded data were derived.
 KR1643
 KR1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD7036254358(NAD 83)
 KR1643
 KR1643  HISTORY     - Date     Condition        Report By
 KR1643  HISTORY     - 1897     MONUMENTED       CGS
 KR1643  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KR1643
 KR1643                          STATION DESCRIPTION
 KR1643
 KR1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (CHS)
 KR1643'A POINTED IRON MAST ABOUT 15 METERS HIGH ABOUT 12 METERS FROM
 KR1643'THE HIGHEST POINT OF MOUNT DAVIDSON.
 KR1643
 KR1643                          STATION RECOVERY (1951)
 KR1643
 KR1643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1643'THE STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0306 ***********************************************************************
 HP0306  DESIGNATION -  MOUNT ELY
 HP0306  PID         -  HP0306
 HP0306  STATE/COUNTY-  NV/LINCOLN
 HP0306  USGS QUAD   -  PIOCHE (1980)
 HP0306
 HP0306                         *CURRENT SURVEY CONTROL
 HP0306  ___________________________________________________________________
 HP0306* NAD 83(1994)-  37 56 00.58927(N)    114 28 56.19770(W)     ADJUSTED  
 HP0306* NAVD 88     -      2229.9    (meters)    7316.     (feet)  VERTCON   
 HP0306  ___________________________________________________________________
 HP0306  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 HP0306  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 HP0306
 HP0306  HORZ ORDER  -  FIRST
 HP0306
 HP0306.The horizontal coordinates were established by classical geodetic methods
 HP0306.and adjusted by the National Geodetic Survey in June 1998..
 HP0306
 HP0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0306
 HP0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0306
 HP0306.The geoid height was determined by GEOID03.
 HP0306
 HP0306;                    North         East     Units Scale Factor Converg.
 HP0306;SPC NV E     - 8,353,794.554   296,787.533   MT  1.00001534   +0 40 36.9
 HP0306;SPC NV E     -27,407,407.63    973,710.43   sFT  1.00001534   +0 40 36.9
 HP0306;UTM  11      - 4,201,426.099   721,266.367   MT  1.00020304   +1 32 54.2
 HP0306
 HP0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0306!SPC NV E     -   0.99965384  x   1.00001534  =   0.99966918
 HP0306!UTM  11      -   0.99965384  x   1.00020304  =   0.99985681
 HP0306
 HP0306:                Primary Azimuth Mark                     Grid Az
 HP0306:SPC NV E     -  PIOCHE CHIMNEY MILL                      064 24 07.1
 HP0306:UTM  11      -  PIOCHE CHIMNEY MILL                      063 31 49.8
 HP0306
 HP0306|---------------------------------------------------------------------|
 HP0306| PID    Reference Object                     Distance      Geod. Az  |
 HP0306|                                                           dddmmss.s |
 HP0306| HP0304 PIOCHE CHIMNEY MILL                 APPROX. 3.6 KM 0650444.0 |
 HP0306| HP0301 PIOCHE WATER TANK                   APPROX. 2.8 KM 0803357.6 |
 HP0306| DD5474 MOUNT ELY WM E                                     09137     |
 HP0306| DD5472 MOUNT ELY RM 1                        7.020 METERS 11011     |
 HP0306| DD5475 MOUNT ELY WM S                                     17256     |
 HP0306| DD5473 MOUNT ELY RM 2                       14.057 METERS 22005     |
 HP0306| DD5471 MOUNT ELY AZ MK                                    2571442.7 |
 HP0306|---------------------------------------------------------------------|
 HP0306
 HP0306                          SUPERSEDED SURVEY CONTROL
 HP0306
 HP0306  NAD 83(1994)-  37 56 00.58933(N)    114 28 56.19765(W) AD(       ) 1
 HP0306  NAD 83(1986)-  37 56 00.57942(N)    114 28 56.19866(W) AD(       ) 1
 HP0306  NAD 27      -  37 56 00.71400(N)    114 28 53.22500(W) AD(       ) 1
 HP0306  NGVD 29 (07/19/86) 2228.7    (m)         7312.     (f) VERT ANG       
 HP0306
 HP0306.Superseded values are not recommended for survey control.
 HP0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0306.See file dsdata.txt to determine how the superseded data were derived.
 HP0306
 HP0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC2126601426(NAD 83)
 HP0306_MARKER: DB = BENCH MARK DISK
 HP0306_SETTING: 66 = SET IN ROCK OUTCROP
 HP0306_SP_SET: PARTIALLY EXPOSED BEDROCK
 HP0306_STAMPING: 7310
 HP0306_MARK LOGO: USGS  
 HP0306_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0306+STABILITY: POSITION/ELEVATION WELL
 HP0306
 HP0306  HISTORY     - Date     Condition        Report By
 HP0306  HISTORY     - 1915     MONUMENTED       USGS
 HP0306  HISTORY     - 1952     SEE DESCRIPTION  USGS
 HP0306
 HP0306                          STATION DESCRIPTION
 HP0306
 HP0306'DESCRIBED BY US GEOLOGICAL SURVEY 1915 (EHB)
 HP0306'LOCATED 1-1/2 MILES (AIR LINE) WNW OF PIOCHE, 1-1/2 MILES
 HP0306'N OF THE PRINCE MINE BUILDINGS, ON THE HIGHEST PEAK OF A SMALL
 HP0306'RANGE OF MOUNTAINS.
 HP0306'
 HP0306'STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE BENCH-MARK DISK
 HP0306'SET IN BEDROCK FLUSH WITH THE GROUND AND IS STAMPED 7310.  IT
 HP0306'IS 4 FEET SW OF THE EDGE OF AN 18-FOOT CLIFF AND 9 FEET SE
 HP0306'OF THE HIGHEST POINT OF THE MOUNTAIN.
 HP0306'
 HP0306'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0306'FLUSH WITH THE GROUND.  IT IS ABOUT 5 FEET LOWER IN ELEVATION
 HP0306'THAN THE STATION MARK AND IS STAMPED MT ELY USGS NO 1 1944.
 HP0306'
 HP0306'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0306'FLUSH WITH THE GROUND.  IT IS ABOUT 7-1/2 FEET LOWER IN ELEVATION
 HP0306'THAN THE STATION MARK AND IS STAMPED MT ELY USGS NO 2 1944.
 HP0306'
 HP0306'A CHISELED CROSS IN BEDROCK IS ABOUT 13-1/2 FEET LOWER THAN
 HP0306'THE STATION MARK AND IS S OF THE STATION.
 HP0306'
 HP0306'A CHISELED CROSS IN BEDROCK IS ABOUT 12 FEET LOWER THAN THE
 HP0306'STATION MARK AND IS E OF THE STATION.
 HP0306'
 HP0306'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE
 HP0306'CULVERT AND IS STAMPED MT ELY USGS 1944.  IT IS ABOUT 8 FEET
 HP0306'SSW OF CULVERT MARKER F194+40 AND IS 21.5 FEET WSW OF THE
 HP0306'CENTER LINE OF PAVED ROAD LEADING TO THE CASELTON PRINCE MINE.
 HP0306'
 HP0306'TO REACH FROM THE POST OFFICE IN PIOCHE, GO N ON U.S. HIGHWAY
 HP0306'93 FOR 3.2 MILES TO A T-JUNCTION AND SIGN READING CASELTON
 HP0306'PRINCE MINE.  HERE TAKE LEFT FORK, A PAVED ROAD, FOR 3.6 MILES
 HP0306'TO CULVERT MARKER F194+40 AND THE AZIMUTH MARK ON THE RIGHT
 HP0306'SET IN THE CULVERT.  FROM HERE CONTINUE ON THE PAVED ROAD FOR
 HP0306'0.2 MILE TO A FORK AND SIGN CASELTON MINE.  TAKE THE LEFT
 HP0306'FORK, A GRADED ROAD, FOR 1.0 MILE TO THE CASELTON MINE
 HP0306'BUILDINGS ON THE RIGHT AND A FORK.  TAKE THE LEFT FORK, A
 HP0306'BLADED ROAD, FOR 0.5 MILE ALONG POWER-TRANSMISSION LINE TO
 HP0306'A FORK.  HERE TAKE THE RIGHT FORK FOR 0.4 MILE TO SOME
 HP0306'ABANDONED DIGGINGS AND THE END OF TRUCK TRAVEL.  FROM HERE
 HP0306'PACK FOR ABOUT 1/2 MILE UP THE STEEP SLOPE SE TO TOP OF
 HP0306'PEAK AND THE STATION.
 HP0306'
 HP0306'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 HP0306
 HP0306                          STATION RECOVERY (1952)
 HP0306
 HP0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 HP0306'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37114-1 STATION 1015.
 HP0306'STATION MARK--USGS BENCH MARK TABLET STAMPED---7310---SET IN BEDROCK
 HP0306'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0380 ***********************************************************************
 JP0380  DESIGNATION -  MOUNT GRAFTON
 JP0380  PID         -  JP0380
 JP0380  STATE/COUNTY-  NV/WHITE PINE
 JP0380  USGS QUAD   -  MT GRAFTON (1978)
 JP0380
 JP0380                         *CURRENT SURVEY CONTROL
 JP0380  ___________________________________________________________________
 JP0380* NAD 83(1994)-  38 41 31.88129(N)    114 44 32.65685(W)     ADJUSTED  
 JP0380* NAVD 88     -      3351.8    (meters)   10997.     (feet)  VERTCON   
 JP0380  ___________________________________________________________________
 JP0380  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 JP0380  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 JP0380
 JP0380  HORZ ORDER  -  FIRST
 JP0380
 JP0380.The horizontal coordinates were established by classical geodetic methods
 JP0380.and adjusted by the National Geodetic Survey in June 1998..
 JP0380
 JP0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0380
 JP0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0380
 JP0380.The geoid height was determined by GEOID03.
 JP0380
 JP0380;                    North         East     Units Scale Factor Converg.
 JP0380;SPC NV E     - 8,437,766.666   273,154.460   MT  0.99996588   +0 31 32.6
 JP0380;SPC NV E     -27,682,906.14    896,174.26   sFT  0.99996588   +0 31 32.6
 JP0380;UTM  11      - 4,285,038.266   696,344.525   MT  1.00007475   +1 24 42.3
 JP0380
 JP0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0380!SPC NV E     -   0.99947774  x   0.99996588  =   0.99944364
 JP0380!UTM  11      -   0.99947774  x   1.00007475  =   0.99955245
 JP0380
 JP0380|---------------------------------------------------------------------|
 JP0380| PID    Reference Object                     Distance      Geod. Az  |
 JP0380|                                                           dddmmss.s |
 JP0380| DD5477 MOUNT GRAFTON RM 1                    4.560 METERS 06808     |
 JP0380| DD5476 MOUNT GRAFTON AZ MK                                0932038.0 |
 JP0380| JP0379 CAIRN SE OF MOUNT GRAFTON           APPROX. 1.7 KM 1545242.0 |
 JP0380| DD5478 MOUNT GRAFTON RM 2                    4.346 METERS 19634     |
 JP0380|---------------------------------------------------------------------|
 JP0380
 JP0380                          SUPERSEDED SURVEY CONTROL
 JP0380
 JP0380  NAD 83(1994)-  38 41 31.88088(N)    114 44 32.65709(W) AD(       ) 1
 JP0380  NAD 83(1986)-  38 41 31.87667(N)    114 44 32.66696(W) AD(       ) 1
 JP0380  NAD 27      -  38 41 32.06100(N)    114 44 29.64200(W) AD(       ) 1
 JP0380  NGVD 29 (07/19/86) 3350.3    (m)        10992.     (f) VERT ANG       
 JP0380
 JP0380.Superseded values are not recommended for survey control.
 JP0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0380.See file dsdata.txt to determine how the superseded data were derived.
 JP0380
 JP0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC9634585038(NAD 83)
 JP0380_MARKER: DS = TRIANGULATION STATION DISK
 JP0380_SETTING: 80 = SET IN A BOULDER
 JP0380_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JP0380
 JP0380  HISTORY     - Date     Condition        Report By
 JP0380  HISTORY     - 1944     MONUMENTED       CGS
 JP0380  HISTORY     - 1965     GOOD             USGS
 JP0380  HISTORY     - 1973     GOOD             USGS
 JP0380  HISTORY     - 1973     GOOD             USGS
 JP0380
 JP0380                          STATION DESCRIPTION
 JP0380
 JP0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 JP0380'STATION IS LOCATED ABOUT 40 MILES SSE OF ELY, 6 MILES WNW
 JP0380'OF THE GEYSER RANCH, AND 4 MILES NE OF CAVE VALLEY.  IT IS
 JP0380'ON MT. GRAFTON, THE HIGHEST PEAK OF SEVERAL PROMINENT SUMMITS
 JP0380'OF A N-AND-S RANGE, AND IS THE MOST N ONE OF THE GROUP.
 JP0380'
 JP0380'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER PROJECTING
 JP0380'ABOUT 4 INCHES ABOVE THE GROUND AND IS STAMPED MT GRAFTON 1944.
 JP0380'
 JP0380'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 JP0380'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  IT IS AT ABOUT
 JP0380'THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED MT
 JP0380'GRAFTON NO 1 1944.
 JP0380'
 JP0380'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 JP0380'PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.  IT IS AT ABOUT
 JP0380'THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED MT
 JP0380'GRAFTON NO 2 1944.
 JP0380'
 JP0380'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A 4-FOOT BOULDER
 JP0380'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND AND IS STAMPED MT
 JP0380'GRAFTON 1944.  IT IS 18 PACES SSW OF TRACK ROAD LEADING
 JP0380'TO STATION AND 21 FEET S OF WHITE WITNESS POST.
 JP0380'
 JP0380'TO REACH FROM MAJORS PLACE LOCATED AT THE JUNCTION OF U.S.
 JP0380'HIGHWAYS 93 AND 6 ABOUT 27 MILES SE OF ELY, GO S ON U.S.
 JP0380'HIGHWAY 93 FOR 24.9 MILES TO A ROAD LEADING TO THE RIGHT TOWARD
 JP0380'THE RANGE TO THE W.  TURN RIGHT AND GO W FOR 1.1 MILES TO
 JP0380'A FORK, TAKE THE LEFT FORK AND CONTINUE FOR 1.85 MILES TO THE
 JP0380'AZIMUTH MARK WHICH IS 18 PACES SSW OF THE ROAD.  CONTINUE
 JP0380'ON THE TRACK ROAD W FOR 1.8 MILES TO AN OLD CABIN SITE AND
 JP0380'SMALL STREAM AT THE BASE OF THE RANGE.  FROM HERE HIKE NW
 JP0380'BETWEEN TWO ROCKY KNOLLS UP ONTO THE TIMBERED RIDGE, THENCE
 JP0380'W UP MAIN RIDGE TO THE TOP OF THE PEAK.  THE STATION IS
 JP0380'ABOUT 20 PACES S OF THE HIGHEST POINT OF THE PEAK.
 JP0380
 JP0380                          STATION RECOVERY (1965)
 JP0380
 JP0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JP0380'RECOVERED AS DESCRIBED BY NGS IN 1944 IN DESCRIPTION LIST 38 114
 JP0380'4, STATION 1008.
 JP0380
 JP0380                          STATION RECOVERY (1973)
 JP0380
 JP0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (MLS)
 JP0380'ALL MARKS FOUND IN GOOD CONDITION.
 JP0380
 JP0380                          STATION RECOVERY (1973)
 JP0380
 JP0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JP0380'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1054 ***********************************************************************
 JR1054  DESIGNATION -  MOUNT GRANT
 JR1054  PID         -  JR1054
 JR1054  STATE/COUNTY-  NV/MINERAL
 JR1054  USGS QUAD   -  MOUNT GRANT (1989)
 JR1054
 JR1054                         *CURRENT SURVEY CONTROL
 JR1054  ___________________________________________________________________
 JR1054* NAD 83(1994)-  38 34 13.17362(N)    118 47 29.01153(W)     ADJUSTED  
 JR1054* NAVD 88     -      3427.1    (meters)   11244.     (feet)  VERTCON   
 JR1054  ___________________________________________________________________
 JR1054  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 JR1054  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 JR1054
 JR1054  HORZ ORDER  -  FIRST
 JR1054
 JR1054.The horizontal coordinates were established by classical geodetic methods
 JR1054.and adjusted by the National Geodetic Survey in June 1998..
 JR1054
 JR1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1054
 JR1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1054
 JR1054.The geoid height was determined by GEOID03.
 JR1054
 JR1054;                    North         East     Units Scale Factor Converg.
 JR1054;SPC NV W     - 4,423,925.078   781,869.924   MT  0.99990405   -0 07 47.0
 JR1054;SPC NV W     -14,514,160.86  2,565,184.91   sFT  0.99990405   -0 07 47.0
 JR1054;UTM  11      - 4,270,618.295   343,940.700   MT  0.99989992   -1 07 01.6
 JR1054
 JR1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1054!SPC NV W     -   0.99946641  x   0.99990405  =   0.99937051
 JR1054!UTM  11      -   0.99946641  x   0.99989992  =   0.99936638
 JR1054
 JR1054|---------------------------------------------------------------------|
 JR1054| PID    Reference Object                     Distance      Geod. Az  |
 JR1054|                                                           dddmmss.s |
 JR1054| DB2143 MOUNT GRANT RM 2                      6.760 METERS 01822     |
 JR1054| JR1028 W 78                                APPROX.19.1 KM 0775625.1 |
 JR1054| JR1014 HAWTHORNE NAVAL BASE AWY BCN        APPROX.17.5 KM 0910226.2 |
 JR1054| DA9792 SMOKE STACK 6 MI EAST                              0910758.5 |
 JR1054| DB2142 MOUNT GRANT RM 1                      3.219 METERS 10136     |
 JR1054| DA9791 SMOKE STACK 4 MI SE ARMY POST                      1013733.6 |
 JR1054| DB2141 MOUNT GRANT AZ MK                                  1871200.8 |
 JR1054| DB2144 MOUNT GRANT RM 3 AZIMUTH                           1971910.0 |
 JR1054|---------------------------------------------------------------------|
 JR1054
 JR1054                          SUPERSEDED SURVEY CONTROL
 JR1054
 JR1054  NAD 83(1992)-  38 34 13.17924(N)    118 47 29.00673(W) AD(       ) 1
 JR1054  NAD 83(1986)-  38 34 13.17376(N)    118 47 28.99035(W) AD(       ) 1
 JR1054  NAD 27      -  38 34 13.45300(N)    118 47 25.48800(W) AD(       ) 1
 JR1054  NGVD 29 (06/01/94) 3425.6    (m)        11239.     (f) VERT ANG       
 JR1054
 JR1054.Superseded values are not recommended for survey control.
 JR1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1054.See file dsdata.txt to determine how the superseded data were derived.
 JR1054
 JR1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC4394170618(NAD 83)
 JR1054_MARKER: B = BOLT
 JR1054_SETTING: 0 = UNSPECIFIED SETTING
 JR1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR1054
 JR1054  HISTORY     - Date     Condition        Report By
 JR1054  HISTORY     - 1879     MONUMENTED       CGS
 JR1054  HISTORY     - 1925     GOOD             CGS
 JR1054  HISTORY     - 1933     GOOD             CGS
 JR1054  HISTORY     - 1934     GOOD             CGS
 JR1054  HISTORY     - 1935     GOOD             CGS
 JR1054  HISTORY     - 1940     GOOD             LOCSUR
 JR1054  HISTORY     - 1954     GOOD             USGS
 JR1054  HISTORY     - 1955     GOOD             USGS
 JR1054  HISTORY     - 1955     GOOD             USGS
 JR1054  HISTORY     - 1956     GOOD             CGS
 JR1054
 JR1054                          STATION DESCRIPTION
 JR1054
 JR1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (WE)
 JR1054'WEST OF WALKER LAKE, ON THE CENTRAL ONE OF THE THREE PEAKS
 JR1054'WHICH FORM THE SUMMIT OF MOUNT GRANT, ABOUT 200 METERS NORTH
 JR1054'OF THE HIGHEST ONE OF THE THREE PEAKS.  THE STATION IS MARKED
 JR1054'BY A COPPER BOLT IN A ROCK EMBEDDED IN A MASONRY PIER ABOUT
 JR1054'3 FEET ABOVE THE BASE AND 8 INCHES BELOW THE TOP OF THE
 JR1054'PIER.  AN OPENING OR PIT IN THE TOP OF THE PIER ALLOWS ACCESS
 JR1054'TO THE BOLT.  THE STATION IS NEARLY SURROUNDED BY A RING WALL
 JR1054'OF ROCKS ABOUT 4 OR 5 METERS IN DIAMETER, FROM WHICH THERE
 JR1054'IS A HOOK-SHAPED SPUR WALL EXTENDING TO AND PART WAY AROUND
 JR1054'THE VERTICAL CIRCLE STATION WHICH IS 9.9 METERS
 JR1054'SOUTH-SOUTHEAST OF THE STATION.
 JR1054
 JR1054                          STATION RECOVERY (1925)
 JR1054
 JR1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (WM)
 JR1054'THE PIER HAS BEEN DESTROYED, AND THE MARK FOUND IS A COPPER
 JR1054'BOLT SET IN A LARGE ROCK FLUSH WITH THE SURFACE OF THE GROUND.
 JR1054'THE RING WALL WAS STANDING AND WAS REPAIRED.
 JR1054'
 JR1054'STATION WAS REACHED IN 1925 FROM YERINGTON VIA HAWTHORNE
 JR1054'ROAD TO MICHAEL KNOPFS FRUIT RANCH ON THE WEST SHORE OF WALKER
 JR1054'LAKE.  FROM KNOPFS RANCH A TRAIL LEADS UP COTTONWOOD CANYON,
 JR1054'MERGING INTO AN OLD ROAD WHICH FOLLOWS UP CANYON TO HEAD OF
 JR1054'COTTONWOOD CANYON, 1/2 MILE SOUTH OF A CATTLE CORRAL AND CABIN.
 JR1054'FROM DIVIDE, FOLLOW RIDGE TO NORTHEAST TO STATION.  FRAGMENTS
 JR1054'OF THE OLD COAST AND GEODETIC SURVEY TRAIL WERE FOUND.  IT
 JR1054'IS ABOUT 13 MILES TO THE DIVIDE FROM KNOPFS RANCH, AND 4 MILES
 JR1054'ON TO STATION.  HORSES WERE TAKEN TO WITHIN 300 YARDS TO THE
 JR1054'STATION.
 JR1054'
 JR1054'THERE IS A ROAD FROM YERINGTON OVER WHEELER PASS INTO COTTONWOOD
 JR1054'CANYON, BUT WAS WASHED OUT IN 1925.  ACCORDING TO INFORMATION,
 JR1054'A POWERFUL TRUCK COULD BE DRIVEN OVER THIS ROAD TO THE DIVIDE
 JR1054'4 MILES FROM STATION, IF IT WERE IN REPAIR.
 JR1054'
 JR1054'ORIGINAL DESCRIPTION OF PEAK IS CORRECT.  WATER FOUND IN
 JR1054'HEAD OF LITTLE COTTONWOOD CREEK, 3/4 MILE SOUTHWEST OF STATION.
 JR1054
 JR1054                          STATION RECOVERY (1933)
 JR1054
 JR1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 JR1054'THIS STATION WAS USED AS A CHECK AND NOT OCCUPIED.  MARKS
 JR1054'WERE FOUND IN GOOD CONDITION.  THE CAIRN IS STARTING TO LOOSEN
 JR1054'UP.
 JR1054'
 JR1054'STATION IS ON THE RIDGE THAT FORMS THE SUMMIT OF MOUNT GRANT,
 JR1054'200 METERS NORTH OF THE HIGHEST PEAK, THE HIGHEST POINT IN
 JR1054'THE WALKER RIVER RANGE.  IT IS 10 MILES WEST-NORTHWEST FROM
 JR1054'THE TOWN OF HAWTHORNE AND THREE MILES NORTHEAST OF LAPON
 JR1054'MEADOWS.  THE MOUNTAIN IS GENERALLY KNOWN AS MOUNT GRANT.
 JR1054'
 JR1054'STATION CAN ONLY BE REACHED FROM YERINGTON.  REACHED FROM
 JR1054'YERINGTON AS FOLLOWS--FROM FORD GARAGE, GO SOUTH ON MAIN
 JR1054'STREET (HIGHWAY NO. 3) 7.3 MILES TO A SCHOOLHOUSE AT THE
 JR1054'RIGHT OF THE ROAD, AND ABOUT 0.2 MILE NORTH OF A SMALL CONCRETE
 JR1054'BRIDGE.  TURN LEFT ON THE EAST WALKER RIVER ROAD AND GO 0.8
 JR1054'MILE.  TAKE RIGHT FORK AND GO 1.1 MILES.  TAKE LEFT FORK AND
 JR1054'GO 1.4 MILES.  TAKE RIGHT FORK AND GO 4.0 MILES.  TAKE LEFT
 JR1054'FORK AND GO 4.7 MILES TO WHERE MAIN ROAD COMES IN FROM WEST,
 JR1054'CONTINUE STRAIGHT AHEAD ON EAST SIDE OF RIVER 2.5 MILES.
 JR1054'TAKE RIGHT FORK AND GO 1.9 MILES.  TAKE LEFT FORK AND GO
 JR1054'14.4 (PASSING THROUGH CORRALS OF SHEEP RANCH EN ROUTE).
 JR1054'TAKE RIGHT FORK (EASTERLY DIRECTION) AND GO 1.2 MILES TO
 JR1054'CHIPMUNK SPRINGS, A SMALL SPRING AT LEFT OF THE ROAD.
 JR1054'CONTINUE STRAIGHT AHEAD PASSING SPRING AND GO 0.3 MILE TO A
 JR1054'FORK IN ROAD, CONTINUE STRAIGHT AHEAD AND GO 2.0 MILES TO SOME
 JR1054'CABINS AT THE LEFT OF THE ROAD (ROAD IS IN THE BOTTOM OF
 JR1054'A CANYON HERE).  CONTINUE STRAIGHT AHEAD 0.8 MILE TO WHEELER
 JR1054'PASS, HERE TAKE LEFT FORK OR ROAD LEADING DOWN INTO CANYON
 JR1054'AND GO 0.9 MILE INTO COTTONWOOD CANYON.  TAKE RIGHT FORK
 JR1054'LEADING UP CANYON AND GO 4.7 MILES TO CABIN AT LEFT OF ROAD,
 JR1054'GO 0.5 MILE PAST CABIN TO DIVIDE AT SOUTH END OF
 JR1054'COTTONWOOD CANYON, AND TAKE A DIM ROAD LEADING TO THE LEFT
 JR1054'TOWARDS THE PEAK.  FOLLOW THIS ROAD 2.1 MILES TO A POINT
 JR1054'ON ROAD AT CREST OF RIDGE.  END OF TRUCK TRAVEL.  TAKE
 JR1054'TRAIL UP THE RIDGE TO FORK, TAKE LEFT FORK AND PASS TO LEFT
 JR1054'OF HIGHEST ROCKY POINT TO STATION.  ABOUT 2 MILE PACK.
 JR1054
 JR1054                          STATION RECOVERY (1934)
 JR1054
 JR1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CP)
 JR1054'THE STATION IS ABOUT 4 MILES WEST OF WALKER LAKE, ON THE
 JR1054'CENTER ONE OF THREE PEAKS THAT FORM THE SUMMIT OF MOUNT
 JR1054'GRANT, ABOUT 200 METERS NORTH OF THE HIGHEST OF THE THREE
 JR1054'PEAKS.
 JR1054'
 JR1054'REACHED FROM LEEVINING AS FOLLOWS--TAKE THE HIGHWAY GOING
 JR1054'NORTH AND GO ABOUT 7 MILES AND TURN RIGHT ON THE BODIE ROAD,
 JR1054'GO 18 MILES TO BODIE, CONTINUE STRAIGHT ON THROUGH BODIE 13.7
 JR1054'MILES AND TAKE LEFT FORK JUST AS YOU COME INTO LARGE VALLEY
 JR1054'(THE ROAD GOES ACROSS VALLEY TOWARDS A LOW GAP IN THE RANGE),
 JR1054'FOLLOW 14.5 MILES TO A POINT WHERE THE MORGAN RANCH IS VISIBLE,
 JR1054'HERE TURN RIGHT UP A WASH AND FOLLOW THE MAIN WASH 5.6 MILES,
 JR1054'TAKE EITHER ROAD AROUND SMALL HILL AND GO 1.9 MILES TO THE
 JR1054'TOP OF THE DIVIDE, TAKE LEFT FORK DOWN THE CANYON 1.0 MILE
 JR1054'TO A GOOD ROAD, TURN RIGHT UP THE ROAD 4.7 MILES, TAKE LEFT
 JR1054'FORK AND FOLLOW IT AS FAR AS YOU CAN, AS THEY ARE BUILDING
 JR1054'THE ROAD AND IT WILL PROBABLY BE A DRIVE STATION BY 1935.
 JR1054'
 JR1054'THE STATION MARK IS A COPPER BOLT SET IN BEDROCK AND SURROUNDED
 JR1054'BY A BRICK PIER ABOUT 1 FOOT HIGH.
 JR1054
 JR1054                          STATION RECOVERY (1935)
 JR1054
 JR1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CP)
 JR1054'STATION FOUND AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 JR1054'LOCATED ABOUT 300 METERS NORTH OF THE HIGHEST POINT OF MOUNT
 JR1054'GRANT, 10 MILES, AIRLINE, NORTHWEST OF THE TOWN OF HAWTHORNE,
 JR1054'AND 4 MILES WEST OF WALKER LAKE AT THE NEAREST POINT, AND IS
 JR1054'THE HIGHEST MOUNTAIN IN THE WASSUK RANGE.
 JR1054'
 JR1054'REACHED FROM HAWTHORNE AS FOLLOWS--GO NORTH ON THE HIGHWAY
 JR1054'11.5 MILES, TURN LEFT ON THE WHEELER PASS ROAD UP THE CANYON,
 JR1054'AND CONTINUE ON THE GRADED ROAD 10 MILES TO THE SUMMIT OF THE
 JR1054'PASS, TURN LEFT ON THE ROAD LEADING UP THE SIDE OF THE MOUNTAIN,
 JR1054'AND CONTINUE 5.0 MILES TO THE END OF THE ROAD AND THE END
 JR1054'OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL GO NORTHWEST,
 JR1054'AND TO THE LEFT OF THE HIGHEST POINT OF THE MOUNTAIN, AND
 JR1054'CONTINUE WEST TO STATION, ABOUT 1/4 MILE FROM THE END OF
 JR1054'TRUCK TRAVEL.
 JR1054'
 JR1054'ABOUT 20 MINUTES PACK.
 JR1054
 JR1054                          STATION RECOVERY (1940)
 JR1054
 JR1054'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1940
 JR1054'RECOVERED BY MONO AERIAL SURVEY
 JR1054'
 JR1054'FOUND AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.  CAR CAN
 JR1054'BE DRIVEN TO WITHIN A FIVE-MINUTE WALK OF STATION.
 JR1054
 JR1054                          STATION RECOVERY (1954)
 JR1054
 JR1054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JR1054'RECOVERED AS DESCRIBED BY CGS.  ALL MARKS IN GOOD CONDITION.
 JR1054
 JR1054                          STATION RECOVERY (1955)
 JR1054
 JR1054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JR1054'RECOVERED AS DESCRIBED BY CGS.
 JR1054
 JR1054                          STATION RECOVERY (1955)
 JR1054
 JR1054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JR1054'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38118-4, STATION 1003.
 JR1054'
 JR1054'NOTE BY USGS, 1955--RECOVERED AS DESCRIBED.
 JR1054'
 JR1054'STATION MARK--A COPPER BOLT SET IN A LARGE ROCK FLUSH WITH THE
 JR1054'SURFACE OF THE GROUND.
 JR1054
 JR1054                          STATION RECOVERY (1956)
 JR1054
 JR1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 JR1054'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 JR1054'IN 1934 AND FOUND IN GOOD CONDITION.  AND AZIMUTH MARK WAS
 JR1054'ESTABLISHED BY THIS PARTY.
 JR1054'
 JR1054'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 JR1054'
 JR1054'THE STATION IS LOCATED ABOUT 10 MILES WEST-NORTHWEST OF HAWTHORNE,
 JR1054'5 MILES WEST OF WALKER LAKE AND 3 MILES NORTHEAST OF LAPON
 JR1054'MEADOW, ON THE CENTER ONE OF THREE PEAKS WHICH FORM THE
 JR1054'SUMMIT OF MOUNT GRANT AND ABOUT 655 FEET NORTH OF THE HIGHEST
 JR1054'PEAK.  THE MARK IS A COPPER BOLT EMBEDDED IN ROCK WITH A
 JR1054'CROSS ON TOP AND IS 8 INCHES BELOW GROUND LEVEL.  THE MARK
 JR1054'IS ENCLOSED BY A CIRCULAR ROCK WALL ABOUT 4 FEET HIGH AND
 JR1054'IS 33 FEET NORTHWEST OF A VERTICAL-CIRCLE PIER.
 JR1054'
 JR1054'REFERENCE MARK NO. 1 IS SET ON THE EAST SLOPE OF THE MOUNTAIN
 JR1054'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS STAMPED MT GRANT
 JR1054'NO 1 1934 AND IS SET FLUSH.
 JR1054'
 JR1054'REFERENCE MARK NO. 2 IS SET ON THE NORTHEAST SLOPE OF THE
 JR1054'MOUNTAIN AND IS ABOUT 8 FEET LOWER THAN THE STATION.  IT
 JR1054'IS SET FLUSH WITH THE GROUND AND IS STAMPED MT GRANT NO 2 1934.
 JR1054'
 JR1054'THE AZIMUTH MARK IS LOCATED ABOUT 0.1 MILE SOUTHWEST OF THE
 JR1054'HIGHEST POINT OF MOUNT GRANT ON A ROUND TOP HILL, 75 FEET
 JR1054'NORTHWEST OF THE HIGHEST POINT OF THE HILL AND 3 FEET NORTHEAST
 JR1054'OF A CAIRN.  IT IS STAMPED MOUNT GRANT 1934 1956 AND PROJECTS
 JR1054'18 INCHES.
 JR1054'
 JR1054'TO REACH THE STATION FROM THE MAIN GATE OF THE HAWTHORNE
 JR1054'NAVAL AMMUNITION DEPOT, (WHICH IS 2.0 MILES NORTHWEST OF
 JR1054'HAWTHORNE, NEVADA) GO NORTH ON U.S. HIGHWAY 95 FOR 9.6 MILES
 JR1054'TO A T-ROAD LEFT, THERE IS A LARGE TRIANGLE FORMED WITH ROCKS
 JR1054'ON THE LEFT, TURN LEFT ON THE GRADED ROAD AND GO 1.3 MILES
 JR1054'TO A LOCKED GATE, THE KEY CAN BE OBTAINED FROM THE OFFICER
 JR1054'IN CHARGE OF THE MAIN MARINE BARRACK AT THE HAWTHORNE NAVAL
 JR1054'BASE.  PASS THROUGH THE GATE AND FOLLOW THE GRADED ROAD WEST
 JR1054'AND SOUTH UP CANYON FOR 10 MILES TO A Y-FORK AND SIGN GRANT
 JR1054'SUMMIT 6.5, TURN LEFT ON THE GRADED ROAD AND GO NORTHEAST
 JR1054'FOR 5.5 MILES TO THE HIGHEST POINT OF THE ROAD AND THE END
 JR1054'OF TRUCK TRAVEL.  THE AZIMUTH MARK IS LOCATED ON THE LOW
 JR1054'HILL TO THE LEFT AND IS ABOUT A 5 MINUTE PACK.  FROM THE
 JR1054'END OF TRUCK TRAVEL PACK NORTH KEEPING TO THE WEST OF
 JR1054'THE HIGHEST PEAK AND GO TO THE SECOND PEAK AND THE
 JR1054'STATION AS DESCRIBED.  A 15 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1053 ***********************************************************************
 JR1053  DESIGNATION -  MOUNT GRANT HIGHEST PEAK
 JR1053  PID         -  JR1053
 JR1053  STATE/COUNTY-  NV/MINERAL
 JR1053  USGS QUAD   -  MOUNT GRANT (1989)
 JR1053
 JR1053                         *CURRENT SURVEY CONTROL
 JR1053  ___________________________________________________________________
 JR1053* NAD 83(1994)-  38 34 06.56270(N)    118 47 27.78507(W)     ADJUSTED  
 JR1053* NAVD 88     -                                                        
 JR1053  ___________________________________________________________________
 JR1053  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 JR1053  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 JR1053
 JR1053  HORZ ORDER  -  THIRD
 JR1053
 JR1053.The horizontal coordinates were established by classical geodetic methods
 JR1053.and adjusted by the National Geodetic Survey in June 1998..
 JR1053
 JR1053
 JR1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1053
 JR1053.The geoid height was determined by GEOID03.
 JR1053
 JR1053;                    North         East     Units Scale Factor Converg.
 JR1053;SPC NV W     - 4,423,721.181   781,899.150   MT  0.99990403   -0 07 46.2
 JR1053;SPC NV W     -14,513,491.91  2,565,280.79   sFT  0.99990403   -0 07 46.2
 JR1053;UTM  11      - 4,270,413.926   343,966.408   MT  0.99989982   -1 07 00.7
 JR1053
 JR1053                          SUPERSEDED SURVEY CONTROL
 JR1053
 JR1053  NAD 83(1992)-  38 34 06.55917(N)    118 47 27.78234(W) AD(       ) 4
 JR1053  NAD 83(1986)-  38 34 06.57401(N)    118 47 27.75208(W) AD(       ) 4
 JR1053  NAD 27      -  38 34 06.85300(N)    118 47 24.08700(W) AD(       ) 3
 JR1053
 JR1053.Superseded values are not recommended for survey control.
 JR1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1053.See file dsdata.txt to determine how the superseded data were derived.
 JR1053
 JR1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC4396670414(NAD 83)
 JR1053_MARKER: 72 = CAIRN
 JR1053
 JR1053  HISTORY     - Date     Condition        Report By
 JR1053  HISTORY     - 1902     FIRST OBSERVED   CGS
 JR1053
 JR1053                          STATION DESCRIPTION
 JR1053
 JR1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (CHS)
 JR1053'ON THE HIGHEST AND MOST SOUTHERN ONE OF THE THREE PEAKS WHICH
 JR1053'FORM THE SUMMIT OF MOUNT GRANT, ABOUT 200 METERS SOUTH OF STATION
 JR1053'MOUNT GRANT.  THE STATION IS MARKED BY A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0410 ***********************************************************************
 KP0410  DESIGNATION -  MOUNT HAMILTON
 KP0410  PID         -  KP0410
 KP0410  STATE/COUNTY-  NV/NYE
 KP0410  USGS QUAD   -  MT HAMILTON (1990)
 KP0410
 KP0410                         *CURRENT SURVEY CONTROL
 KP0410  ___________________________________________________________________
 KP0410* NAD 83(1994)-  39 13 56.38792(N)    115 32 28.54600(W)     ADJUSTED  
 KP0410* NAVD 88     -      3277.4    (meters)   10753.     (feet)  VERTCON   
 KP0410  ___________________________________________________________________
 KP0410  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 KP0410  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 KP0410
 KP0410  HORZ ORDER  -  FIRST
 KP0410
 KP0410.The horizontal coordinates were established by classical geodetic methods
 KP0410.and adjusted by the National Geodetic Survey in June 1998..
 KP0410
 KP0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0410
 KP0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0410
 KP0410.The geoid height was determined by GEOID03.
 KP0410
 KP0410;                    North         East     Units Scale Factor Converg.
 KP0410;SPC NV C     - 6,497,992.209   597,161.615   MT  1.00001620   +0 42 42.6
 KP0410;SPC NV C     -21,318,829.44  1,959,187.73   sFT  1.00001620   +0 42 42.6
 KP0410;SPC NV E     - 8,497,389.494   203,632.109   MT  0.99990016   +0 01 35.8
 KP0410;SPC NV E     -27,878,518.70    668,083.01   sFT  0.99990016   +0 01 35.8
 KP0410;UTM  11      - 4,343,572.802   625,903.237   MT  0.99979518   +0 55 21.8
 KP0410
 KP0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0410!SPC NV C     -   0.99948932  x   1.00001620  =   0.99950551
 KP0410!SPC NV E     -   0.99948932  x   0.99990016  =   0.99938953
 KP0410!UTM  11      -   0.99948932  x   0.99979518  =   0.99928460
 KP0410
 KP0410|---------------------------------------------------------------------|
 KP0410| PID    Reference Object                     Distance      Geod. Az  |
 KP0410|                                                           dddmmss.s |
 KP0410| DD5479 MOUNT HAMILTON RM 1                   4.852 METERS 21649     |
 KP0410| DD5480 MOUNT HAMILTON ECC=RM 2               4.487 METERS 32828     |
 KP0410| KP0411 MOUNT HAMILTON AZ MK                APPROX. 0.8 KM 3534412.9 |
 KP0410|---------------------------------------------------------------------|
 KP0410
 KP0410                          SUPERSEDED SURVEY CONTROL
 KP0410
 KP0410  NAD 83(1986)-  39 13 56.38384(N)    115 32 28.54491(W) AD(       ) 1
 KP0410  NAD 27      -  39 13 56.62600(N)    115 32 25.41100(W) AD(       ) 1
 KP0410  NGVD 29 (07/19/86) 3275.9    (m)        10748.     (f) VERT ANG       
 KP0410
 KP0410.Superseded values are not recommended for survey control.
 KP0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0410.See file dsdata.txt to determine how the superseded data were derived.
 KP0410
 KP0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD2590343573(NAD 83)
 KP0410_MARKER: DS = TRIANGULATION STATION DISK
 KP0410_SETTING: 66 = SET IN ROCK OUTCROP
 KP0410
 KP0410  HISTORY     - Date     Condition        Report By
 KP0410  HISTORY     - 1939     MONUMENTED       CGS
 KP0410  HISTORY     - 1954     GOOD             CGS
 KP0410  HISTORY     - 1967     GOOD             USGS
 KP0410  HISTORY     - 1967     GOOD             USGS
 KP0410
 KP0410                          STATION DESCRIPTION
 KP0410
 KP0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 KP0410'STATION IS 10.0 MILES S OF U.S. HIGHWAY NO. 50, ABOUT 32.0
 KP0410'MILES, AIRLINE, ESE OF EUREKA, AND ABOUT 12.0 MILES, AIRLINE,
 KP0410'NE OF THE NYE-WHITE PINE COUNTY LINE.  ABOUT 1 FOOT BELOW THE
 KP0410'SUMMIT OF THE S ONE OF TWO PEAKS WHICH ARE EQUALLY HIGH AND
 KP0410'ARE THE HIGHEST ON MT. HAMILTON.  THE TWO HIGHEST PEAKS ARE
 KP0410'CONNECTED BY A NARROW RIDGE.  MT. HAMILTON IS LOCALLY KNOWN AS
 KP0410'MONTE CHRISTO.
 KP0410'
 KP0410'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 KP0410'DISKS WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 KP0410'
 KP0410'STATION IS STAMPED, MT. HAMILTON 1939.  BAROMETRIC ELEVATION,
 KP0410'11,220 FEET.  MARK IS SET IN A BEDROCK LEDGE WHICH IS 2 FEET
 KP0410'ABOVE THE SURFACE ON THE E AND FLUSH WITH THE GROUND ON THE
 KP0410'W.  ALL OBJECTS VISIBLE FROM A 4-FOOT STAND.
 KP0410'
 KP0410'REFERENCE MARK NO. 1 IS 2 FEET BELOW THE STATION AND IS STAMPED,
 KP0410'MT. HAMILTON 1 1939.  MT. HAMILTON ECC. IS A STANDARD DISK
 KP0410'(AZIMUTH MARK) SET 1 FOOT BELOW THE STATION FLUSH WITH THE
 KP0410'GROUND AND STAMPED, MT. HAMILTON ECC 1939.  THE ARROW ON THE
 KP0410'MARK POINTS TO THE STATION.  ALL OBJECTS VISIBLE FROM A 4-FOOT
 KP0410'STAND EXCEPT ANTELOPE 1939 WHICH TAKES AN 8-FOOT STAND.
 KP0410'
 KP0410'AZIMUTH MARK IS ON THE SUMMIT OF THE N PEAK AT ABOUT THE
 KP0410'SAME ELEVATION AS THE STATION AND IS SET FLUSH WITH THE GROUND.
 KP0410'IT IS STAMPED, MT HAMILTON 1939, AZI.  IT IS A STANDARD DISK
 KP0410'STATION MARK.
 KP0410'
 KP0410'TO REACH FROM EUREKA GO E ON U.S. HIGHWAY NO. 50 FOR 29.0 MILES.
 KP0410'TURN RIGHT OFF THE HIGHWAY AND CONTINUE EASTERLY ON OLD U.S. HIGHWAY
 KP0410'NO. 50, GO 0.6 MILE.  TURN RIGHT INTO A WINDING GRADED ROAD
 KP0410'WHICH HEADS IN THE GENERAL DIRECTION OF MT. HAMILTON AT A TALL
 KP0410'WOODEN POST CLOSE TO THE RIGHT SIDE OF THE ROAD, GO 2.9 MILES.
 KP0410'TURN RIGHT INTO A PARTIALLY GRADED ROAD AT A SIGN READING,
 KP0410'NEVADA METAL MINES, AND WHICH CONTINUES IN THE GENERAL
 KP0410'DIRECTION OF MT. HAMILTON, GO 1.9 MILES.  CONTINUE STRAIGHT
 KP0410'AHEAD ON ROAD RUNNING S ALONG THE W SIDE OF MT. HAMILTON AT A
 KP0410'ROAD INTERSECTION, GO 0.8 MILE.  CONTINUE S ON RIGHT FORK ON
 KP0410'FAIRLY WELL-TRAVELED TRACK ROAD, GO 1.4 MILES.  TAKE RIGHT
 KP0410'FORK AT SIGNS READING, SIX MILE RANCH, AND, EMEGRANT
 KP0410'SPRING, GO 0.4 MILE.  TAKE RIGHT FORK ON ROAD RUNNING S
 KP0410'SOUTHWESTERLY AT A FORESTRY SIGN READING, SELIGMAN, GO 1.9
 KP0410'MILES.  TURN LEFT (EASTERLY) INTO A LITTLE USED TRACK ROAD
 KP0410'WHICH WINDS THROUGH SCRUB CEDARS HEADING TO THE S OF THE S
 KP0410'SHOULDER OF MT. HAMILTON, GO 2.9 MILES.  PASS BETWEEN THE OLD
 KP0410'MILL BUILDINGS AND TURN RIGHT (E), GO 1.0 MILE.  TURN LEFT
 KP0410'OFF THE ROAD, GO 0.2 MILE AND END OF TRUCK TRAVEL.  CLIMB UP
 KP0410'THE RIDGE TO THE SUMMIT AND STATION.  A 3 HOUR PACK.  SUMMIT
 KP0410'CAN BE SEEN FROM END OF TRUCK TRAVEL.
 KP0410'
 KP0410'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 KP0410
 KP0410                          STATION RECOVERY (1954)
 KP0410
 KP0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0410'THE STATION MARK, REFERENCE MARK 1 AND 2, AND THE AZIMUTH MARK
 KP0410'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE ECCENTRIC
 KP0410'MARK WAS FOUND TO BE A REFERENCE MARK AND NOT AN AZIMUTH MARK AS
 KP0410'PREVIOUSLY DESCRIBED.  NO OBSERVATIONS WERE MADE ON THE AZIMUTH
 KP0410'MARK AT THIS TIME.  THE OLD TO REACH IS NOW OBSOLETE AND A NEW
 KP0410'DESCRIPTION FOLLOWS.
 KP0410'
 KP0410'THE STATION IS LOCATED ON THE SOUTH 1 OF 2 PEAKS, WHICH ARE
 KP0410'ABOUT THE SAME ELEVATION, AND IS LOCALLY KNOWN AS MONTE CHRISTO.
 KP0410'IT IS ABOUT 35 MILES (AIR LINE) WEST OF ELY, 32 MILES
 KP0410'EAST-SOUTHEAST OF EUREKA, AND 10 MILES SOUTH OF U.S. HIGHWAY 50.
 KP0410'
 KP0410'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA GO EAST
 KP0410'ON U.S. HIGHWAY 50 FOR 32.0 MILES TO A REVERSE Y FORK AND SIGN
 KP0410'HAMILTON.  TURN RIGHT (SOUTHERLY) ON THE GRAVEL ROAD AND GO
 KP0410'3.5 MILES TO A FORK AND SIGN DUCKWATER GREEN SPRS-HAMILTON.
 KP0410'TAKE THE LEFT FORK (SOUTH) FOR 3.2 MILES TO A CROSS ROAD AND SIGN
 KP0410'HAMILTON BELMONT MILL.  CONTINUE AHEAD ON THE MAIN TRAVELED
 KP0410'ROAD FOR 2.6 MILES TO A MILL AND BUILDINGS ON THE RIGHT.
 KP0410'CONTINUE AHEAD (SOUTH) UP THE CANYON FOR 1.3 MILES TO A FORK.
 KP0410'TAKE THE LEFT FORK UP THE CANYON FOR 0.7 MILES TO A ROAD
 KP0410'RIGHT.  TURN RIGHT (EAST) AND FOLLOW A VERY STEEP ROAD UP THE
 KP0410'MOUNTAIN SIDE FOR 2.0 MILES TO THE END OF THE ROAD AND THE END OF
 KP0410'TRUCK TRAVEL.  PACK WEST TO THE CREST OF THE RIDGE, AND THEN
 KP0410'ALONG RIDGE TO THE STATION.  THIS IS A 40 MINUTE PACK.  A
 KP0410'4-WHEEL DRIVE IS NEEDED FOR THE LAST 2.0 MILES.
 KP0410'
 KP0410'THE STATION MARK, A STANDARD DISK STAMPED MT HAMILTON 1939,
 KP0410'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 18
 KP0410'INCHES ABOVE THE GROUND.
 KP0410'
 KP0410'REFERENCE MARK 1, A STANDARD DISK STAMPED MT HAMILTON NO 1 1939,
 KP0410'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 KP0410'THE GROUND.
 KP0410'
 KP0410'REFERENCE MARK 2, A STANDARD DISK STAMPED MT HAMILTON ECC NO
 KP0410'2 1939, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 KP0410'WITH THE GROUND.
 KP0410'
 KP0410'THE AZIMUTH MARK, IS A STANDARD STATION MARK STAMPED MT HAMILTON
 KP0410'AZI 1939, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 KP0410'IS FLUSH WITH THE GROUND.  IT IS SET 0.4 MILE NORTH, ON THE
 KP0410'HIGHEST POINT IN THE DIRECTION.
 KP0410
 KP0410                          STATION RECOVERY (1967)
 KP0410
 KP0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (SHS)
 KP0410'THE OLD DESCRIPTION IS ADEQUATE.
 KP0410
 KP0410                          STATION RECOVERY (1967)
 KP0410
 KP0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KP0410'RECOVERED AS DESCRIBED BY NGS IN 1939 IN DESCRIPTION LIST 39 115
 KP0410'3, STATION 1013.  ALL MARKS IN GOOD CONDITION.  STATION REACHED
 KP0410'BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0411 ***********************************************************************
 KP0411  DESIGNATION -  MOUNT HAMILTON AZ MK
 KP0411  PID         -  KP0411
 KP0411  STATE/COUNTY-  NV/WHITE PINE
 KP0411  USGS QUAD   -  MT HAMILTON (1990)
 KP0411
 KP0411                         *CURRENT SURVEY CONTROL
 KP0411  ___________________________________________________________________
 KP0411* NAD 83(1994)-  39 14 22.06484(N)    115 32 32.16980(W)     ADJUSTED  
 KP0411* NAVD 88     -      3275.     (meters)   10745.     (feet)  SCALED    
 KP0411  ___________________________________________________________________
 KP0411  LAPLACE CORR-           8.00  (seconds)                    DEFLEC99
 KP0411  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 KP0411
 KP0411  HORZ ORDER  -  SECOND
 KP0411
 KP0411.The horizontal coordinates were established by classical geodetic methods
 KP0411.and adjusted by the National Geodetic Survey in June 1998..
 KP0411
 KP0411.The orthometric height was scaled from a topographic map.
 KP0411
 KP0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0411
 KP0411.The geoid height was determined by GEOID03.
 KP0411
 KP0411;                    North         East     Units Scale Factor Converg.
 KP0411;SPC NV E     - 8,498,181.223   203,544.846   MT  0.99990015   +0 01 33.5
 KP0411;SPC NV E     -27,881,116.23    667,796.72   sFT  0.99990015   +0 01 33.5
 KP0411;UTM  11      - 4,344,362.986   625,803.612   MT  0.99979487   +0 55 20.0
 KP0411
 KP0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0411!SPC NV E     -   0.99948961  x   0.99990015  =   0.99938981
 KP0411!UTM  11      -   0.99948961  x   0.99979487  =   0.99928459
 KP0411
 KP0411                          SUPERSEDED SURVEY CONTROL
 KP0411
 KP0411  NAD 83(1986)-  39 14 22.06079(N)    115 32 32.16871(W) AD(       ) 2
 KP0411  NAD 27      -  39 14 22.30600(N)    115 32 29.03100(W) AD(       ) 2
 KP0411
 KP0411.Superseded values are not recommended for survey control.
 KP0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0411.See file dsdata.txt to determine how the superseded data were derived.
 KP0411
 KP0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD2580444363(NAD 83)
 KP0411_MARKER: DS = TRIANGULATION STATION DISK
 KP0411_SETTING: 66 = SET IN ROCK OUTCROP
 KP0411_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KP0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0411+STABILITY: POSITION/ELEVATION WELL
 KP0411
 KP0411  HISTORY     - Date     Condition        Report By
 KP0411  HISTORY     - 1939     MONUMENTED       CGS
 KP0411
 KP0411                          STATION DESCRIPTION
 KP0411
 KP0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 KP0411'AZIMUTH MARK IS ON THE SUMMIT OF THE N PEAK AT ABOUT THE
 KP0411'SAME ELEVATION AS THE STATION AND IS SET FLUSH WITH THE GROUND.
 KP0411'IT IS STAMPED, MT HAMILTON 1939, AZI.  IT IS A STANDARD DISK
 KP0411'STATION MARK.
 KP0411'
 KP0411'TO REACH FROM EUREKA GO E ON U.S. HIGHWAY NO. 50 FOR 29.0 MILES.
 KP0411'TURN RIGHT OFF THE HIGHWAY AND CONTINUE EASTERLY ON OLD U.S. HIGHWAY
 KP0411'NO. 50, GO 0.6 MILE.  TURN RIGHT INTO A WINDING GRADED ROAD
 KP0411'WHICH HEADS IN THE GENERAL DIRECTION OF MT. HAMILTON AT A TALL
 KP0411'WOODEN POST CLOSE TO THE RIGHT SIDE OF THE ROAD, GO 2.9 MILES.
 KP0411'TURN RIGHT INTO A PARTIALLY GRADED ROAD AT A SIGN READING,
 KP0411'NEVADA METAL MINES, AND WHICH CONTINUES IN THE GENERAL
 KP0411'DIRECTION OF MT. HAMILTON, GO 1.9 MILES.  CONTINUE STRAIGHT
 KP0411'AHEAD ON ROAD RUNNING S ALONG THE W SIDE OF MT. HAMILTON AT A
 KP0411'ROAD INTERSECTION, GO 0.8 MILE.  CONTINUE S ON RIGHT FORK ON
 KP0411'FAIRLY WELL-TRAVELED TRACK ROAD, GO 1.4 MILES.  TAKE RIGHT
 KP0411'FORK AT SIGNS READING, SIX MILE RANCH, AND, EMEGRANT
 KP0411'SPRING, GO 0.4 MILE.  TAKE RIGHT FORK ON ROAD RUNNING S
 KP0411'SOUTHWESTERLY AT A FORESTRY SIGN READING, SELIGMAN, GO 1.9
 KP0411'MILES.  TURN LEFT (EASTERLY) INTO A LITTLE USED TRACK ROAD
 KP0411'WHICH WINDS THROUGH SCRUB CEDARS HEADING TO THE S OF THE S
 KP0411'SHOULDER OF MT. HAMILTON, GO 2.9 MILES.  PASS BETWEEN THE OLD
 KP0411'MILL BUILDINGS AND TURN RIGHT (E), GO 1.0 MILE.  TURN LEFT
 KP0411'OFF THE ROAD, GO 0.2 MILE AND END OF TRUCK TRAVEL.  CLIMB UP
 KP0411'THE RIDGE TO THE SUMMIT AND STATION.  A 3 HOUR PACK.  SUMMIT
 KP0411'CAN BE SEEN FROM END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1019 ***********************************************************************
 HQ1019  DESIGNATION -  MOUNT HELEN
 HQ1019  PID         -  HQ1019
 HQ1019  STATE/COUNTY-  NV/NYE
 HQ1019  USGS QUAD   -  MT HELEN (1988)
 HQ1019
 HQ1019                         *CURRENT SURVEY CONTROL
 HQ1019  ___________________________________________________________________
 HQ1019* NAD 83(1994)-  37 29 45.95060(N)    116 44 34.23125(W)     ADJUSTED  
 HQ1019* NAVD 88     -      2174.9    (meters)    7135.     (feet)  VERTCON   
 HQ1019  ___________________________________________________________________
 HQ1019  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 HQ1019  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 HQ1019
 HQ1019  HORZ ORDER  -  THIRD
 HQ1019
 HQ1019.The horizontal coordinates were established by classical geodetic methods
 HQ1019.and adjusted by the National Geodetic Survey in June 1998..
 HQ1019
 HQ1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1019
 HQ1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1019
 HQ1019.The geoid height was determined by GEOID03.
 HQ1019
 HQ1019;                    North         East     Units Scale Factor Converg.
 HQ1019;SPC NV C     - 6,304,682.928   493,264.484   MT  0.99990056   -0 02 46.9
 HQ1019;SPC NV C     -20,684,613.91  1,618,318.56   sFT  0.99990056   -0 02 46.9
 HQ1019;UTM  11      - 4,149,939.427   522,731.416   MT  0.99960636   +0 09 23.5
 HQ1019
 HQ1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1019!SPC NV C     -   0.99966290  x   0.99990056  =   0.99956349
 HQ1019!UTM  11      -   0.99966290  x   0.99960636  =   0.99926939
 HQ1019
 HQ1019|---------------------------------------------------------------------|
 HQ1019| PID    Reference Object                     Distance      Geod. Az  |
 HQ1019|                                                           dddmmss.s |
 HQ1019| DD5481 MOUNT HELEN RM 1                      5.694 METERS 03343     |
 HQ1019| HQ0497 MT HELEN AZ MK                      APPROX. 5.2 KM 1565736.1 |
 HQ1019| DD5482 MOUNT HELEN RM 2                     11.116 METERS 18653     |
 HQ1019|---------------------------------------------------------------------|
 HQ1019
 HQ1019                          SUPERSEDED SURVEY CONTROL
 HQ1019
 HQ1019  NAD 83(1986)-  37 29 45.94854(N)    116 44 34.23971(W) AD(       ) 3
 HQ1019  NAD 27      -  37 29 46.17300(N)    116 44 30.99300(W) AD(       ) 3
 HQ1019  NGVD 29 (07/19/86) 2173.7    (m)         7132.     (f) VERT ANG       
 HQ1019
 HQ1019.Superseded values are not recommended for survey control.
 HQ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1019.See file dsdata.txt to determine how the superseded data were derived.
 HQ1019
 HQ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2273149939(NAD 83)
 HQ1019_MARKER: DS = TRIANGULATION STATION DISK
 HQ1019_SETTING: 80 = SET IN A BOULDER
 HQ1019_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HQ1019
 HQ1019  HISTORY     - Date     Condition        Report By
 HQ1019  HISTORY     - 1950     MONUMENTED       CGS
 HQ1019  HISTORY     - 1952     GOOD             AMS
 HQ1019
 HQ1019                          STATION DESCRIPTION
 HQ1019
 HQ1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ1019'THE STATION IS LOCATED ON THE HIGHEST POINT OF MOUNT HELEN, A
 HQ1019'RELATIVELY ISOLATED ELEVATION, ABOUT 42 MILES NORTH OF BEATTY,
 HQ1019'31 MILES SOUTHEAST OF GOLDFIELD AND 21 MILES NORTHEAST OF THE
 HQ1019'SARCOBATUS HIGHWAY MAINTENANCE STATION THAT IS ON U.S. HIGHWAY 95.
 HQ1019'THE MARK IS SET IN A BOULDER THAT IS FLUSH WITH THE SURROUNDING
 HQ1019'SURFACE, 5 FEET EAST OF A 20 FOOT CLIFF.  IT IS STAMPED MT HELEN
 HQ1019'1950.
 HQ1019'
 HQ1019'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE STATION
 HQ1019'MARK AND IS SET IN A BOULDER THAT IS FLUSH WITH THE SURROUNDING
 HQ1019'SURFACE.  IT IS STAMPED MT HELEN NO 1 1950.
 HQ1019'
 HQ1019'REFERENCE MARK NO. 2 IS APPROXIMATELY 12 FEET LOWER THAN THE
 HQ1019'STATION AND IS SET IN BEDROCK THAT IS FLUSH WITH THE SURROUNDING
 HQ1019'SURFACE.  THE MARK IS STAMPED MT HELEN 1950 NO 2.
 HQ1019'
 HQ1019'THE AZIMUTH MARK IS SET 50 YARDS SOUTH OF A TRACK ROAD, 40 FEET
 HQ1019'NORTH OF AN OUTCROP OF RIMROCK AND 4-1/2 FEET SOUTHWEST OF A WHITE
 HQ1019'WITNESS POST.  THE MARK IS SET IN A BOULDER THAT IS FLUSH WITH THE
 HQ1019'SURROUNDING SURFACE.  IT IS STAMPED MT HELEN 1950.
 HQ1019'
 HQ1019'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO
 HQ1019'EAST ON U.S. HIGHWAY 6 FOR 12.0 MILES TO AN OILED ROAD TO
 HQ1019'THE RIGHT.  TURN RIGHT AND FOLLOW THIS OILED ROAD IN A
 HQ1019'SOUTHEASTERLY DIRECTION FOR 19.4 MILES TO A FORK.  PROCEED
 HQ1019'STRAIGHT AHEAD FOR 2.8 MILES TO THE EDGE OF A DRY LAKE.  (IN
 HQ1019'WET WEATHER GO AROUND THE EAST EDGE OF THE LAKE.) CROSS THE
 HQ1019'DRY LAKE BY GOING SOUTHEASTERLY FOR 1.3 MILES TO THE
 HQ1019'CONTINUATION OF THE OILED ROAD.  CONTINUE FOR 3.9 MILES TO A
 HQ1019'ROAD FORK.  PROCEED STRAIGHT AHEAD FOR 2.8 MILES TO
 HQ1019'ANOTHER FORK.  TAKE THE RIGHT FORK AND GO 0.2 MILE TO
 HQ1019'ANOTHER FORK.  TAKE THE RIGHT FORK, OILED ROAD, AND GO
 HQ1019'1.2 MILES TO A ROAD FORK.  TAKE THE LEFT FORK AND GO 4.1
 HQ1019'MILES TO THE NORTHWEST END OF A PAVED AIR STRIP.  CONTINUE ON
 HQ1019'THE PAVED AIR STRIP TO THE SOUTHWEST END, 0.9 MILE.  TAKE
 HQ1019'THE RIGHT FORK AT THE END OF THE AIR STRIP AND GO 3.6
 HQ1019'MILES TO A T-ROAD AND BORROW PIT.  TURN LEFT FOR 1.0 MILE TO A
 HQ1019'CROSSROAD AND THE AZIMUTH MARK FOR STATION MAL ON THE
 HQ1019'RIGHT.  CONTINUE STRAIGHT AHEAD ON A ONCE BLADED ROAD FOR
 HQ1019'5.2 MILES TO A FORK.  KEEP THE LEFT FORK FOR 0.3 MILE TO A
 HQ1019'FORK.  KEEP THE LEFT FORK FOR 1.3 MILES TO A FORK.  TAKE THE
 HQ1019'RIGHT FORK FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.15
 HQ1019'MILE TO A FORK.  TAKE THE RIGHT FORK FOR 7.05 MILES TO A ROAD
 HQ1019'FORK.  TAKE THE RIGHT FORK FOR 0.15 MILE TO A ROAD RIGHT.
 HQ1019'(TO REACH THE AZIMUTH MARK FROM HERE CONTINUE STRAIGHT AHEAD FOR
 HQ1019'0.5 MILE TO THE MARK ON THE LEFT AS DESCRIBED ABOVE.) TURN
 HQ1019'RIGHT ON AN OLD TRACK ROAD FOR 1.1 MILES TO THE END OF TRACKS.
 HQ1019'FROM HERE THE STATION SITE BEARS 335 DEGREES (TRUE) AND THE END
 HQ1019'OF TRUCK TRAVEL BEARS 354 DEGREES (TRUE).  (FROM HERE A FOUR
 HQ1019'WHEEL DRIVE VEHICLE IS NEEDED.) GO CROSS COUNTRY IN BEARING
 HQ1019'354 DEGREES (TRUE) FOR ABOUT 1.7 MILES TO THE END OF TRUCK
 HQ1019'TRAVEL AT WHICH POINT THE STATION BEARS 315 DEGREES (TRUE) BUT
 HQ1019'IS NOT VISIBLE.  PACK UP THE STEEP SLOPE TO THE HIGHEST
 HQ1019'POINT AND STATION AS DESCRIBED ABOVE.  A 45 MINUTE PACK.
 HQ1019
 HQ1019                          STATION RECOVERY (1952)
 HQ1019
 HQ1019'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ1019'STATION AND THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 HQ1019'
 HQ1019'THE STATION IS LOCATED ON THE SOUTHERNMOST PEAK OF A SMALL
 HQ1019'RANGE OF MOUNTAINS ON THE HIGHEST ROCKY POINT.  50 FEET WSW OF
 HQ1019'THE NE END OF THE ROCKY TOP.  6 ESE OF A SHEER DROP OF 20 FEET.
 HQ1019'137 FEET NORTH OF A CONSPICUOUS, ISOLATED ROCK OUTCROP.  189
 HQ1019'FEET NE OF A CONSPICUOUS, ISOLATED, ROUND MOUND OF ROCK
 HQ1019'OUTCROP.
 HQ1019'
 HQ1019'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF AN
 HQ1019'OUTCROPPING BOULDER, FLUSH WITH THE SURROUNDING SURFACE, AND IS
 HQ1019'STAMPED MT HELEN 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0994 ***********************************************************************
 JR0994  DESIGNATION -  MOUNT HICKS
 JR0994  PID         -  JR0994
 JR0994  STATE/COUNTY-  NV/MINERAL
 JR0994  USGS QUAD   -  MOUNT HICKS (1989)
 JR0994
 JR0994                         *CURRENT SURVEY CONTROL
 JR0994  ___________________________________________________________________
 JR0994* NAD 83(1994)-  38 16 47.46942(N)    118 49 03.89924(W)     ADJUSTED  
 JR0994* NAVD 88     -      2870.9    (meters)    9419.     (feet)  VERTCON   
 JR0994  ___________________________________________________________________
 JR0994  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 JR0994  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 JR0994
 JR0994  HORZ ORDER  -  FIRST
 JR0994
 JR0994.The horizontal coordinates were established by classical geodetic methods
 JR0994.and adjusted by the National Geodetic Survey in June 1998..
 JR0994
 JR0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0994
 JR0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0994
 JR0994.The geoid height was determined by GEOID03.
 JR0994
 JR0994;                    North         East     Units Scale Factor Converg.
 JR0994;SPC NV W     - 4,391,689.906   779,491.153   MT  0.99990518   -0 08 42.8
 JR0994;SPC NV W     -14,408,402.63  2,557,380.56   sFT  0.99990518   -0 08 42.8
 JR0994;SPC CA 3     -   698,857.573 2,147,180.818   MT  0.99997169   +1 01 47.7
 JR0994;SPC CA 3     - 2,292,835.22  7,044,542.40   sFT  0.99997169   +1 01 47.7
 JR0994;UTM  11      - 4,238,428.709   341,008.552   MT  0.99991132   -1 07 34.8
 JR0994
 JR0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0994!SPC NV W     -   0.99955359  x   0.99990518  =   0.99945882
 JR0994!SPC CA 3     -   0.99955359  x   0.99997169  =   0.99952530
 JR0994!UTM  11      -   0.99955359  x   0.99991132  =   0.99946495
 JR0994
 JR0994:                Primary Azimuth Mark                     Grid Az
 JR0994:SPC NV W     -  MOUNT GRANT                              004 13 12.0
 JR0994:SPC CA 3     -  MOUNT GRANT                              003 02 41.5
 JR0994:UTM  11      -  MOUNT GRANT                              005 12 04.0
 JR0994
 JR0994|---------------------------------------------------------------------|
 JR0994| PID    Reference Object                     Distance      Geod. Az  |
 JR0994|                                                           dddmmss.s |
 JR0994| JR1054 MOUNT GRANT                         APPROX.32.3 KM 0040429.2 |
 JR0994| DB2148 MOUNT HICKS RM 3 AZIMUTH                           1922943.1 |
 JR0994| DB2145 MOUNT HICKS RM 3 AZIMUTH                           1922929.9 |
 JR0994| DB2147 MOUNT HICKS RM 2                     11.519 METERS 20727     |
 JR0994| DB2146 MOUNT HICKS RM 1                     10.988 METERS 31901     |
 JR0994|---------------------------------------------------------------------|
 JR0994
 JR0994                          SUPERSEDED SURVEY CONTROL
 JR0994
 JR0994  NAD 83(1992)-  38 16 47.46618(N)    118 49 03.89916(W) AD(       ) 1
 JR0994  NAD 83(1986)-  38 16 47.45760(N)    118 49 03.89551(W) AD(       ) 1
 JR0994  NAD 27      -  38 16 47.72700(N)    118 49 00.38000(W) AD(       ) 1
 JR0994  NGVD 29 (07/19/86) 2869.4    (m)         9414.     (f) VERT ANG       
 JR0994
 JR0994.Superseded values are not recommended for survey control.
 JR0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0994.See file dsdata.txt to determine how the superseded data were derived.
 JR0994
 JR0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC4100938429(NAD 83)
 JR0994_MARKER: DS = TRIANGULATION STATION DISK
 JR0994_SETTING: 80 = SET IN A BOULDER
 JR0994_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JR0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0994
 JR0994  HISTORY     - Date     Condition        Report By
 JR0994  HISTORY     - 1934     MONUMENTED       CGS
 JR0994  HISTORY     - 1950     GOOD             CGS
 JR0994  HISTORY     - 1953     GOOD             USGS
 JR0994  HISTORY     - 1956     GOOD             CGS
 JR0994  HISTORY     - 1957     GOOD             USGS
 JR0994  HISTORY     - 1973     GOOD             NGS
 JR0994
 JR0994                          STATION DESCRIPTION
 JR0994
 JR0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 JR0994'STATION IS ON A BROWN COLORED PEAK THAT STANDS OUT TO ITSELF.
 JR0994'IT IS ABOUT 4.5 MILES E OF THE DESERTED TOWN OF AURORA AND 4
 JR0994'MILES NE OF THE CALIFORNIA-NEVADA LINE.  THE PEAK IS COMPOSED OF
 JR0994'LAVA BOULDERS AND HAS TWO POINTS OF ABOUT THE SAME ELEVATION.
 JR0994'THE STATION IS ON THE SOUTHERN ONE.
 JR0994'
 JR0994'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 JR0994'IN A BOULDER.  REFERENCE AND AZIMUTH MARKS
 JR0994'ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 JR0994'
 JR0994'BEST REACHED FROM LEEVINING AS FOLLOWS--GO N ON THE HIGHWAY 7
 JR0994'MILES, TURN RIGHT ON THE ROAD TO BODIE (SIGN BODIE 18 MILES).
 JR0994'GO TO BODIE AND CONTINUE 9.2 MILES ON THE HAWTHORNE ROAD, TURN
 JR0994'RIGHT AT SIGN, AURORA 2 MILES AND GO TO AURORA.  TURN RIGHT ON
 JR0994'THE STREET THAT GOES BETWEEN THE TWO BRICK BUILDINGS.  SIGN ON
 JR0994'ONE SALOON, THE OTHER GENERAL MERCHANDISE.  FOLLOW THIS ROAD
 JR0994'1.8 MILES TAKING ALL LEFT FORKS TO ADOBE MEADOWS.  CROSS THE
 JR0994'MEADOWS TO AN OLD ROAD THAT IS WELL WORN.  TURN RIGHT AND GO
 JR0994'1.8 MILES.  TURN LEFT ON A DIM ROAD THAT MAKES A LOOP AROUND
 JR0994'A WASH AND GO 0.6 OF A MILE TO A BALD SPOT ON THE HILL.  FROM
 JR0994'HERE A TRUCK CAN BE DRIVEN THROUGH THE SAGEBRUSH NE TO THE FOOT
 JR0994'OF THE PEAK, A DISTANCE OF 1.5 MILES.  A 15 MINUTE PACK.
 JR0994'
 JR0994'AZIMUTH MARK IS SSW 0.5 OF A MILE IN SADDLE.
 JR0994
 JR0994                          STATION RECOVERY (1950)
 JR0994
 JR0994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RJS)
 JR0994'THE STATION AND ALL REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 JR0994'AS DESCRIBED.  THE STATION WAS APPROACHED FROM A DIFFERENT
 JR0994'DIRECTION.  A COMPLETE NEW ROUTE LISTED BELOW.
 JR0994'
 JR0994'THE STATION IS LOCATED ABOUT 4.5 MILES EAST OF THE DESERTED TOWN
 JR0994'OF AURORA AND ABOUT 4 MILES NORTHEAST OF THE CALIFORNIA-NEVADA
 JR0994'STATE LINE.  IT IS ON A DARK COLORED PEAK THAT STANDS ALONE.  THE
 JR0994'PEAK IS COMPOSED OF LAVA BOULDERS AND HAS TWO POINTS OF ABOUT
 JR0994'THE SAME ELEVATION.  THE STATION IS ON THE HIGHEST POINT OF THE
 JR0994'SOUTHERNMOST PEAK, ABOUT 6 FEET WEST OF A 4 FOOT CAIRN.  IT IS
 JR0994'A BRONZE DISK, SET IN THE TOP OF A
 JR0994'BOULDER WHICH PROJECTS ABOUT 8 INCHES.  THE MARK IS STAMPED MT
 JR0994'HICKS 1934.
 JR0994'
 JR0994'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 JR0994'STATION, A BRONZE DISK, SET IN THE TOP OF
 JR0994'A BOULDER WHICH PROJECTS ABOUT 8 INCHES.  THE MARK IS STAMPED MT
 JR0994'HICKS NO 1 1934.
 JR0994'
 JR0994'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 JR0994'STATION, A BRONZE DISK, SET IN THE TOP
 JR0994'OF A BOULDER WHICH PROJECTS ABOUT 6 INCHES.  THE MARK IS STAMPED
 JR0994'MT HICKS NO 2 1934.
 JR0994'
 JR0994'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO THE STATION IN A LOW
 JR0994'SADDLE BETWEEN THE STATION HILL AND A LOWER PEAK TO THE SOUTH OF
 JR0994'STATION.  A BRONZE DISK IS SET IN THE TOP
 JR0994'OF A LARGE BOULDER WHICH PROJECTS ABOUT 6 FEET ON THE SOUTH SIDE
 JR0994'AND ABOUT 4 FEET ON THE NORTH SIDE.  THE MARK IS STAMPED MT HICKS
 JR0994'NO 3 1934 AND IS 6 FEET NORTH NORTHWEST OF A 2X4 POST WHICH
 JR0994'IS WEDGED IN THE ROCK.
 JR0994'
 JR0994'THE STATION CAN BE REACHED FROM THE POST OFFICE IN LEEVINING BY
 JR0994'DRIVING NORTH ALONG U.S. HIGHWAY 395 FOR 7.0 MILES TO A PAVED
 JR0994'ROAD RIGHT AND SIGN HAWTHORNE 55 BODIE 17.  TURN RIGHT ON PAVED
 JR0994'ROAD AND GO 0.2 MILE TO A FORK WITH A GRADED GRAVEL ROAD LEADING
 JR0994'LEFT AND SIGN HAWTHORNE 55.  TAKE LEFT FORK, GRAVEL ROAD, AND
 JR0994'CONTINUE FOR 16.6 MILES TO THE DESERTED TOWN OF BODIE.  CONTINUE
 JR0994'NORTHERLY FOR 9.6 TO A FORK AT A POWER HOUSE AND SIGN AURORA
 JR0994'2.  TAKE THE RIGHT FORK AND CONTINUE FOR 2.1 MILES TO THE
 JR0994'SUMMIT OF HILL AND A FORK WITH A GRAVE YARD ABOUT 100 YARDS TO
 JR0994'THE LEFT, THIS IS ABOUT 0.2 MILE NORTH OF THE DESERTED TOWN OF
 JR0994'AURORA.  TURN RIGHT AND CONTINUE FOR 0.45 MILE TO A
 JR0994'REVERSE-Y.  CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A FORK.
 JR0994'TAKE THE LEFT FORK AND GO 0.3 MILE TO A CROSSROAD AT THE TOP
 JR0994'OF A RIDGE.  TURN RIGHT ON THE ROAD TO THE EXTREME RIGHT AND
 JR0994'GO ABOUT 60 FEET TO A FORK.  KEEP THE RIGHT FORK AND
 JR0994'CONTINUE SOUTH TOWARD AN OLD MINE FOR 0.35 MILE TO A FORK.
 JR0994'TAKE THE RIGHT FORK FOR 0.05 MILE TO A FORK.  TURN LEFT,
 JR0994'LEAVING BLADED ROAD, AND GO 3.1 MILES TO A FORK.  TAKE THE LEFT
 JR0994'FORK AND GO 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND FOLLOW
 JR0994'TRACK ROAD FOR 1.0 MILE TO THE END OF THE ROAD.  STARTING
 JR0994'HERE A DIM TRACK ROAD MADE BY TRUCKS VISITING THE
 JR0994'STATION LEADS IN AN EASTERLY DIRECTION TO A LOW SADDLE AND
 JR0994'AZIMUTH MARK, A TOTAL DISTANCE OF 0.95 MILE.  THIS IS THE
 JR0994'END OF TRUCK TRAVEL.  PACK UP RIDGE (NORTH NORTHEAST) TO
 JR0994'THE HIGHEST POINT AND THE STATION.  A 15 MINUTE PACK.
 JR0994'
 JR0994'OBSERVATIONS MADE FROM A 1.04 METER TRIPOD.
 JR0994
 JR0994                          STATION RECOVERY (1953)
 JR0994
 JR0994'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JR0994'TEXT PREVIOUSLY SUBMITTED IN JOB SM.
 JR0994
 JR0994                          STATION RECOVERY (1956)
 JR0994
 JR0994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 JR0994'THE STATION AND ALL REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 JR0994'AS DESCRIBED.  A DIFFERENCE OF APPROXIMATELY 36 DEGREES WAS
 JR0994'FOUND TO THE AZIMUTH AND REFERENCE MARKS.  THE FOLLOWING IS A
 JR0994'NEW AND COMPLETE DESCRIPTION.
 JR0994'
 JR0994'THE STATION IS LOCATED ABOUT 4.5 MILES EAST OF THE DESERTED TOWN
 JR0994'OF AURORA AND ABOUT 4 MILES NORTHEAST OF THE CALIFORNIA-NEVADA
 JR0994'STATE LINE.  IT IS ON A DARK COLORED PEAK THAT STANDS ALONE
 JR0994'AND IS COMPOSED OF LAVA BOULDERS AND HAS TWO POINTS OF ABOUT THE
 JR0994'SAME ELEVATION.  THE STATION IS ON THE HIGHEST POINT OF THE
 JR0994'SOUTH PEAK, ABOUT 6 FEET WEST OF A CAIRN AND SET IN THE TOP
 JR0994'OF A BOULDER WHICH PROJECTS ABOUT 8 INCHES.  IT IS STAMPED
 JR0994'MT HICKS 1934.
 JR0994'
 JR0994'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THEN THE
 JR0994'STATION AND IS SET IN THE TOP OF A BOULDER WHICH PROJECTS
 JR0994'ABOUT 8 INCHES.  IT IS STAMPED MT HICKS NO 1 1934.
 JR0994'
 JR0994'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THEN THE
 JR0994'STATION AND IS SET IN THE TOP OF A BOULDER WHICH PROJECTS
 JR0994'ABOUT 6 INCHES.  IT IS STAMPED MT HICKS NO 2 1934.
 JR0994'
 JR0994'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN A
 JR0994'DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 4 FEET ON
 JR0994'THE NORTH SIDE AND ABOUT 6 FEET ON THE SOUTH SIDE.  IT IS
 JR0994'LOCATED ALONG THE ROUTE TO THE STATION IN A LOW SADDLE BETWEEN
 JR0994'THE STATION HILL AND A LOWER PEAK TO THE SOUTH OF THE STATION.
 JR0994'IT IS STAMPED MT HICKS NO 3 1934.
 JR0994'
 JR0994'TO REACH FROM THE COURTHOUSE IN BRIDGEPORT, GO SOUTH ON U.S.
 JR0994'HIGHWAY 395 FOR 6.8 MILES TO A T-ROAD LEFT, TURN LEFT AS
 JR0994'PER SIGN BODIE 13, AND GO 12.4 MILES ON A ROUGH GRADED ROAD TO
 JR0994'BODIE, CONTINUE AHEAD NORTH AND EAST ON THE GRADED ROAD FOR 9.6
 JR0994'MILES TO A POWER TRANSFORMER AND A SET OF BUILDINGS ON THE
 JR0994'RIGHT, CONTINUE AHEAD NORTH AND EAST FOR 3.3 MILES TO A REVERSE
 JR0994'Y-ROAD, TURN SHARP RIGHT, AND GO SOUTH UP GRADE FOR 2.7 MILES
 JR0994'TO ANOTHER Y-ROAD, KEEP RIGHT AS PER SIGN AURORA, GO 1.2 MILES
 JR0994'TO THE TOP OF THE RIDGE AND SEVERAL ROAD FORKS, TAKE THE LEFT
 JR0994'FORK AND GO SOUTH FOR 0.3 MILE TO THE MAIN STREET OF AURORA,
 JR0994'FOLLOW THE MAIN STREET SOUTH UP THE CANYON FOR 0.2 MILE TO
 JR0994'A BRICK CHURCH ON THE LEFT AND A BRICK HOUSE ON THE RIGHT,
 JR0994'CONTINUE AHEAD UP THE CANYON SOUTH FOR 1.2 MILES TO A Y-FORK,
 JR0994'TAKE LEFT FORK AND GO EAST FOR 0.4 MILE TO ANOTHER FORK, TAKE
 JR0994'THE RIGHT FORK AND GO SOUTH AND EAST ON THE BLADED ROAD FOR
 JR0994'2.0 MILES TO JUST BEFORE REACHING A SHEEP CAMP AT THE EAST
 JR0994'END OF A GRASSY VALLEY, TURN LEFT AND GO NORTH ON A BLADED ROAD
 JR0994'FOR 1.9 MILES TO A Y-FORK, TAKE THE LEFT FORK AND GO
 JR0994'NORTHEAST FOR 1.5 MILES TO A FORK, TAKE THE RIGHT FORK AND GO
 JR0994'EAST FOR 0.5 MILE TO ANOTHER FORK, TAKE THE LEFT FORK AND GO 0.4
 JR0994'MILE ON AN UNGRADED ROAD TO THE TOP OF THE RIDGE AND THE
 JR0994'END OF TRUCK TRAVEL AND THE AZIMUTH MARK ON THE RIGHT AS
 JR0994'DESCRIBED.  FROM HERE PACK NORTH UP THE MOUNTAIN TO THE TOP
 JR0994'OF THE HILL AND THE STATION AS DESCRIBED.
 JR0994
 JR0994                          STATION RECOVERY (1957)
 JR0994
 JR0994'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JR0994'DESCRIPTION AND POSITION LISTED IN NGS QUAD 38118-3, STATION 1021.
 JR0994'
 JR0994'NOTE BY USGS, 1953--STATION LOCATED AS DESCRIBED, ALL MARKS FOUND IN
 JR0994'GOOD CONDITION.
 JR0994'
 JR0994'NOTE BY USGS, 1954--STATION FOUND AS DESCRIBED, ALL MARKS RECOVERED
 JR0994'IN GOOD CONDITION.
 JR0994'
 JR0994'NOTE BY USGS, 1955--STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD
 JR0994'CONDITION.
 JR0994'
 JR0994'STATION MARK--A BRONZE DISK STAMPED----MT HICKS 1934-----SET IN THE
 JR0994'TOP OF A BOULDER WHICH PROJECTS ABOUT 8 INCHES.
 JR0994
 JR0994                          STATION RECOVERY (1973)
 JR0994
 JR0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RLC)
 JR0994'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 JR0994'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1956.
 JR0994'
 JR0994'A NEW TO REACH DESCRIPTION FOLLOWS--FROM THE U.S. POST OFFICE
 JR0994'IN LEE VINING GO NORTH ON STATE HIGHWAY 395 FOR 7.0 MILES TO
 JR0994'THE INTERSECTION OF STATE HIGHWAYS 395 AND 167.  TURN RIGHT ON
 JR0994'STATE HIGHWAY 167 AND GO ABOUT 21 MILES TO THE CALIFORNIA/NEVADA
 JR0994'STATE LINE AND THE INTERSECTION OF A TRANSMISSION LINE.  TURN
 JR0994'LEFT ON LARKIN DRY LAKE ROAD AND FOLLOW POWER LINE PATROL ROAD
 JR0994'FOR 8.6 MILES TO THE NORTH TO TRANSMISSION TOWER 304-2.
 JR0994'PROCEED 0.2 MILE NORTH FROM TOWER TO TRACK ROAD LEADING TO THE
 JR0994'RIGHT.  TURN SHARP RIGHT ON TRACK ROAD AND GO 0.85 MILE TO
 JR0994'SOME SHEEP TROUGHS AND ANOTHER TRACK ROAD LEADING TO THE
 JR0994'EAST.  TURN RIGHT IN TRACK ROAD AND GO EASTERLY TO THE BASE OF
 JR0994'MT HICKS AND THE AZIMUTH MARK AS DESCRIBED.  FROM HERE IT IS
 JR0994'ABOUT A 20 MINUTE PACK TO THE TOP OF MT HICKS AND THE
 JR0994'STATION.
 JR0994'
 JR0994'LIGHTKEEPER ONLY.
 JR0994'
 JR0994'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 JR0994'
 JR0994'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 27 MILES,
 JR0994'AIRLINE, NE OF BENTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0358 ***********************************************************************
 HP0358  DESIGNATION -  MOUNT IRISH
 HP0358  PID         -  HP0358
 HP0358  STATE/COUNTY-  NV/LINCOLN
 HP0358  USGS QUAD   -  MOUNT IRISH (1985)
 HP0358
 HP0358                         *CURRENT SURVEY CONTROL
 HP0358  ___________________________________________________________________
 HP0358* NAD 83(1994)-  37 38 41.32115(N)    115 24 05.09866(W)     ADJUSTED  
 HP0358* NAVD 88     -      2665.4    (meters)    8745.     (feet)  VERTCON   
 HP0358  ___________________________________________________________________
 HP0358  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 HP0358  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 HP0358
 HP0358  HORZ ORDER  -  FIRST
 HP0358
 HP0358.The horizontal coordinates were established by classical geodetic methods
 HP0358.and adjusted by the National Geodetic Survey in June 1998..
 HP0358
 HP0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0358
 HP0358.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0358
 HP0358.The geoid height was determined by GEOID03.
 HP0358
 HP0358;                    North         East     Units Scale Factor Converg.
 HP0358;SPC NV E     - 8,321,199.646   216,053.380   MT  0.99990317   +0 06 40.0
 HP0358;SPC NV E     -27,300,469.17    708,835.13   sFT  0.99990317   +0 06 40.0
 HP0358;UTM  11      - 4,167,609.104   641,030.299   MT  0.99984499   +0 58 35.5
 HP0358
 HP0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0358!SPC NV E     -   0.99958578  x   0.99990317  =   0.99948899
 HP0358!UTM  11      -   0.99958578  x   0.99984499  =   0.99943083
 HP0358
 HP0358|---------------------------------------------------------------------|
 HP0358| PID    Reference Object                     Distance      Geod. Az  |
 HP0358|                                                           dddmmss.s |
 HP0358| HP0359 MOUNT IRISH CAIRN                    33.380 METERS 10206     |
 HP0358| HP0357 WINDMILL                            APPROX.15.8 KM 1385333.1 |
 HP0358| DD5484 MOUNT IRISH RM 1                      7.663 METERS 15340     |
 HP0358| DD5483 MOUNT IRISH AZ MK                                  1611220.2 |
 HP0358| DD5485 MOUNT IRISH RM 2                      4.039 METERS 23840     |
 HP0358|---------------------------------------------------------------------|
 HP0358
 HP0358                          SUPERSEDED SURVEY CONTROL
 HP0358
 HP0358  NAD 83(1986)-  37 38 41.31572(N)    115 24 05.09723(W) AD(       ) 1
 HP0358  NAD 27      -  37 38 41.47700(N)    115 24 01.99600(W) AD(       ) 1
 HP0358  NGVD 29 (07/19/86) 2664.2    (m)         8741.     (f) VERT ANG       
 HP0358
 HP0358.Superseded values are not recommended for survey control.
 HP0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0358.See file dsdata.txt to determine how the superseded data were derived.
 HP0358
 HP0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB4103067609(NAD 83)
 HP0358_MARKER: DS = TRIANGULATION STATION DISK
 HP0358_SETTING: 66 = SET IN ROCK OUTCROP
 HP0358_SP_SET: PARTIALLY EXPOSED BEDROCK
 HP0358_STAMPING: MT IRISH 1944
 HP0358_MARK LOGO: CGS   
 HP0358_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0358+STABILITY: POSITION/ELEVATION WELL
 HP0358
 HP0358  HISTORY     - Date     Condition        Report By
 HP0358  HISTORY     - 1944     MONUMENTED       CGS
 HP0358  HISTORY     - 1955     SEE DESCRIPTION  CGS
 HP0358  HISTORY     - 1963     GOOD             USGS
 HP0358
 HP0358                          STATION DESCRIPTION
 HP0358
 HP0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0358'STATION IS LOCATED ABOUT 10 MILES WNW OF HIKO, ABOUT 12 MILES
 HP0358'NW OF CRYSTAL SPRINGS, ON TOP OF A PROMINENT PEAK KNOWN AS
 HP0358'MT. IRISH, THE HIGHEST MOUNTAIN IN THE VICINITY.
 HP0358'
 HP0358'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK 3 INCHES
 HP0358'BELOW THE GROUND AND IS STAMPED MT IRISH 1944.  IT IS 109.5
 HP0358'FEET WNW OF A 5-FOOT ROCK CAIRN WITH POLE IN CENTER.
 HP0358'
 HP0358'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HP0358'PROJECTING ABOUT 2 INCHES ABOVE GROUND.  IT IS STAMPED MT
 HP0358'IRISH NO 1 1944.
 HP0358'
 HP0358'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK PROJECTING
 HP0358'ABOUT 3 INCHES ABOVE GROUND.  IT IS STAMPED MT IRISH NO 2 1944.
 HP0358'
 HP0358'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK.  IT IS
 HP0358'7 FEET SE OF A 2-FOOT ROCK CAIRN, ON A PROMINENT ROCKY PEAK,
 HP0358'AND IS STAMPED MT IRISH 1944.
 HP0358'
 HP0358'TO REACH STATION FROM CRYSTAL SPRINGS, TAKE THE TONOPAH ROAD
 HP0358'SW FOR 0.1 MILE TO BLADED ROAD LEADING RIGHT AT SIGN MT. IRISH.
 HP0358'TURN RIGHT AND FOLLOW MAIN-TRAVELED ROAD NW FOR 2.0 MILES TO
 HP0358'FORKS.  TAKE RIGHT FORK AND CONTINUE 6.1 MILES, KEEP LEFT
 HP0358'FORK 0.25 MILE, TAKE LEFT FORK 0.1 MILE, THENCE TURN RIGHT
 HP0358'(APEX MINE ROAD) FOR 2.7 MILES, THENCE TURN LEFT AND FOLLOW
 HP0358'THE APEX MINE ROAD UP STEEP GRADES FOR 1.0 MILE TO APEX
 HP0358'MINE, END OF TRUCK TRAVEL, AND A POINT ABOUT 1-1/4 MILES E
 HP0358'OF MT. IRISH.  TRUCK WITH COMPOUND GEAR NEEDED FOR THE LAST
 HP0358'1.0 MILE.  FROM APEX MINE FOLLOW TRAIL UP CREST OF RIDGE W
 HP0358'TO END OF TRAIL JUST BELOW A JAGGED QUARTZ CROP, GO TO LEFT
 HP0358'OF OUTCROP AND FOLLOW GAME TRAIL UP SMALL WASH A SHORT
 HP0358'DISTANCE TO TOP OF RIDGE.  THENCE CONTINUE ALONG MAIN RIDGE W
 HP0358'TO A POINT ABOUT 75 YARDS BELOW BASE OF HIGH GREY ROCK
 HP0358'BLUFFS (PINNACLE).  BEAR TO LEFT AROUND THE BASE OF
 HP0358'GREY BLUFF AND ON TO MAIN DIVIDE.  THENCE RIGHT ALONG THE
 HP0358'MAIN DIVIDE APPROXIMATELY 250 YARDS TO THE TOP OF
 HP0358'HIGH PEAK AND STATION.  A ONE-HOUR PACK.
 HP0358'
 HP0358'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HP0358
 HP0358                          STATION RECOVERY (1955)
 HP0358
 HP0358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 HP0358'THE STATION MARK, BOTH REFERENCE MARKS, AND AZIMUTH MARK WERE
 HP0358'RECOVERED IN GOOD CONDITION.  DIRECTIONS TO ALL MARKS CHECKED
 HP0358'CLOSELY.  A MEASUREMENT OF 0.018 M. LONGER WAS OBTAINED TO
 HP0358'REFERENCE MARK 1, AND A MEASUREMENT OF 0.008 M. LONGER WAS
 HP0358'OBTAINED TO REFERENCE MARK 2.  THE OLD DESCRIPTION CAN NO
 HP0358'LONGER BE FOLLOWED AS THE ROADS HAVE BEEN CHANGED BY MINING
 HP0358'OPERATIONS.  A NEW DESCRIPTION FOLLOWS--
 HP0358'
 HP0358'THE STATION IS LOCATED ABOUT 12 MI. (AIRLINE) NW OF CRYSTAL
 HP0358'SPRING, AND ABOUT 10 MI. (AIRLINE) W-NW OF HIKO.  IT IS ON
 HP0358'THE HIGHEST POINT OF MT. IRISH, A LARGE MOUNTAIN WHICH IS
 HP0358'PARTLY COVERED WITH SCRUB EVERGREEN TREES.
 HP0358'
 HP0358'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 93 AND STATE
 HP0358'HIGHWAY 38 (ABOUT 12 MI. N OF ALAMO), GO N-NW ON STATE HIGHWAY
 HP0358'38 FOR 0.7 MI. TO A GRADED SIDE ROAD LEFT.  TURN LEFT (W)
 HP0358'PAST CRYSTAL SPRING AND GO 0.35 MI. TO A DIRT ROAD RIGHT
 HP0358'AT SIGN IRISH MT.  TURN RIGHT (N) AND FOLLOW THE MAIN TRAVELED
 HP0358'ROAD IN A GENERALLY NW DIRECTION FOR 8.2 MI. TO A FORK.  TURN
 HP0358'LEFT (W) AND GO 0.1 MI. TO A FORK.  TURN RIGHT (NW) AND GO
 HP0358'2.7 MI. TO A FORK AT SIGN ILLINOIS-SILVER PRINCE.  TURN LEFT
 HP0358'(NW) UPGRADE AND GO 0.65 MI. TO A FORK.  TURN RIGHT (E) UP
 HP0358'A STEEP MINE ROAD FOR 0.65 MI. TO THE END OF TRUCK TRAVEL
 HP0358'AT THE CREST OF THE RIDGE.  FROM HERE, PACK W ALONG THE
 HP0358'CREST OF THE RIDGE TO THE FOOT OF A LARGE QUARTZ CLIFF.
 HP0358'KEEP LEFT AND FOLLOW A GAME TRAIL UP THROUGH THE CLIFF TO
 HP0358'THE CREST OF A HIGHER RIDGE.  CONTINUE W ON THE CREST OF
 HP0358'THE RIDGE TO A SADDLE WITH A SHARP GRAY OUTCROP ON THE
 HP0358'RIGHT (THE AZIMUTH MARK IS ABOUT 200 YD. S OF THIS POINT).
 HP0358'THEN PACK NW UP THE SLOPE TO THE HIGHEST POINT AND THE
 HP0358'STATION.  THIS IS A 2-HOUR PACK.
 HP0358'
 HP0358'THE STATION MARK, STAMPED MT IRISH 1944, IS A STANDARD BRONZE
 HP0358'DISK, SET IN A ROCK OUTCROP WHICH IS FLUSH WITH THE SURFACE
 HP0358'OF THE GROUND.
 HP0358'
 HP0358'REFERENCE MARK 1, STAMPED MT IRISH NO 1 1944, IS A STANDARD
 HP0358'BRONZE DISK, SET IN A ROCK OUTCROP WHICH PROJECTS 2 IN.  IT
 HP0358'IS ABOUT 4 FT. LOWER THAN THE STATION.
 HP0358'
 HP0358'REFERENCE MARK 2, STAMPED MT IRISH NO 2 1944, IS A STANDARD
 HP0358'BRONZE DISK, SET IN A ROCK OUTCROP WHICH PROJECTS 12 IN.
 HP0358'IT IS ABOUT 3 FT. LOWER THAN THE STATION.
 HP0358'
 HP0358'THE AZIMUTH MARK, STAMPED MT IRISH 1944, IS A STANDARD BRONZE
 HP0358'DISK, SET IN A LARGE CRESCENT-SHAPED ROCK OUTCROP WHICH
 HP0358'PROJECTS ABOUT 20 FT.  IT IS 6 FT. SE OF A SMALL ROCK CAIRN.
 HP0358
 HP0358                          STATION RECOVERY (1963)
 HP0358
 HP0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HP0358'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37115-1 STATION 1007.
 HP0358'STATION MARK--STANDARD DISC STAMPED---MT IRISH 1944---SET IN A ROCK
 HP0358'OUTCROP WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0359 ***********************************************************************
 HP0359  DESIGNATION -  MOUNT IRISH CAIRN
 HP0359  PID         -  HP0359
 HP0359  STATE/COUNTY-  NV/LINCOLN
 HP0359  USGS QUAD   -  MOUNT IRISH (1985)
 HP0359
 HP0359                         *CURRENT SURVEY CONTROL
 HP0359  ___________________________________________________________________
 HP0359* NAD 83(1994)-  37 38 41.09431(N)    115 24 03.76727(W)     ADJUSTED  
 HP0359* NAVD 88     -      2665.     (meters)    8743.     (feet)  SCALED    
 HP0359  ___________________________________________________________________
 HP0359  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HP0359  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 HP0359
 HP0359  HORZ ORDER  -  THIRD
 HP0359
 HP0359.The horizontal coordinates were established by classical geodetic methods
 HP0359.and adjusted by the National Geodetic Survey in June 1998..
 HP0359
 HP0359.The orthometric height was scaled from a topographic map.
 HP0359
 HP0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0359
 HP0359.The geoid height was determined by GEOID03.
 HP0359
 HP0359;                    North         East     Units Scale Factor Converg.
 HP0359;SPC NV E     - 8,321,192.716   216,086.029   MT  0.99990319   +0 06 40.8
 HP0359;SPC NV E     -27,300,446.44    708,942.25   sFT  0.99990319   +0 06 40.8
 HP0359;UTM  11      - 4,167,602.669   641,063.048   MT  0.99984510   +0 58 36.3
 HP0359
 HP0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0359!SPC NV E     -   0.99958581  x   0.99990319  =   0.99948904
 HP0359!UTM  11      -   0.99958581  x   0.99984510  =   0.99943097
 HP0359
 HP0359                          SUPERSEDED SURVEY CONTROL
 HP0359
 HP0359  NAD 83(1994)-  37 38 41.08888(N)    115 24 03.76584(W) AD(       ) 4
 HP0359  NAD 83(1986)-  37 38 41.08888(N)    115 24 03.76584(W) AD(       ) 4
 HP0359  NAD 27      -  37 38 41.25000(N)    115 24 00.66500(W) AD(       ) 3
 HP0359
 HP0359.Superseded values are not recommended for survey control.
 HP0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0359.See file dsdata.txt to determine how the superseded data were derived.
 HP0359
 HP0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB4106367603(NAD 83)
 HP0359_MARKER: 72 = CAIRN
 HP0359
 HP0359  HISTORY     - Date     Condition        Report By
 HP0359  HISTORY     - 1944     FIRST OBSERVED   CGS
 HP0359
 HP0359                          STATION DESCRIPTION
 HP0359
 HP0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0359'LOCATED ABOUT 10 MILES WNW OF HIKO, ABOUT 12 MILES NW OF
 HP0359'CRYSTAL SPRINGS, ON TOP OF A PROMINENT PEAK KNOWN AS MT. IRISH,
 HP0359'THE HIGHEST MOUNTAIN IN THE VICINITY.  CAIRN IS 109.5 FEET
 HP0359'ESE OF STATION MT. IRISH AND IS 5 FEET HIGH WITH A POLE IN
 HP0359'THE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0313 ***********************************************************************
 KP0313  DESIGNATION -  MOUNT MORIAH CAIRN
 KP0313  PID         -  KP0313
 KP0313  STATE/COUNTY-  NV/WHITE PINE
 KP0313  USGS QUAD   -  MOUNT MORIAH (1993)
 KP0313
 KP0313                         *CURRENT SURVEY CONTROL
 KP0313  ___________________________________________________________________
 KP0313* NAD 83(1994)-  39 16 23.41366(N)    114 11 55.72464(W)     ADJUSTED  
 KP0313* NAVD 88     -                                                        
 KP0313  ___________________________________________________________________
 KP0313  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 KP0313  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 KP0313
 KP0313  HORZ ORDER  -  THIRD
 KP0313
 KP0313.The horizontal coordinates were established by classical geodetic methods
 KP0313.and adjusted by the National Geodetic Survey in June 1998..
 KP0313
 KP0313
 KP0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0313
 KP0313.The geoid height was determined by GEOID03.
 KP0313
 KP0313;                    North         East     Units Scale Factor Converg.
 KP0313;SPC NV E     - 8,502,836.111   319,463.916   MT  1.00007567   +0 52 35.5
 KP0313;SPC NV E     -27,896,388.14  1,048,107.86   sFT  1.00007567   +0 52 35.5
 KP0313;SPC UT C     - 2,107,853.331   267,160.986   MT  0.99994657   -1 43 43.7
 KP0313;UTM  11      - 4,350,832.188   741,643.616   MT  1.00031902   +1 46 26.6
 KP0313
 KP0313                          SUPERSEDED SURVEY CONTROL
 KP0313
 KP0313  NAD 83(1994)-  39 16 23.41130(N)    114 11 55.72600(W) AD(       ) 4
 KP0313  NAD 83(1986)-  39 16 23.40967(N)    114 11 55.73196(W) AD(       ) 4
 KP0313  NAD 27      -  39 16 23.65500(N)    114 11 52.73400(W) AD(       ) 3
 KP0313
 KP0313.Superseded values are not recommended for survey control.
 KP0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0313.See file dsdata.txt to determine how the superseded data were derived.
 KP0313
 KP0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD4164450832(NAD 83)
 KP0313_MARKER: 72 = CAIRN
 KP0313
 KP0313  HISTORY     - Date     Condition        Report By
 KP0313  HISTORY     - 1883     FIRST OBSERVED   CGS
 KP0313
 KP0313                          STATION DESCRIPTION
 KP0313
 KP0313'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0861 ***********************************************************************
 HQ0861  DESIGNATION -  MOUNT PLATH OBSERVATION HOUSE
 HQ0861  PID         -  HQ0861
 HQ0861  STATE/COUNTY-  NV/ESMERALDA
 HQ0861  USGS QUAD   -  MUD LAKE NW (1987)
 HQ0861
 HQ0861                         *CURRENT SURVEY CONTROL
 HQ0861  ___________________________________________________________________
 HQ0861* NAD 83(1994)-  37 58 55.55676(N)    117 12 08.14316(W)     ADJUSTED  
 HQ0861* NAVD 88     -                                                        
 HQ0861  ___________________________________________________________________
 HQ0861  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 HQ0861  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 HQ0861
 HQ0861  HORZ ORDER  -  THIRD
 HQ0861
 HQ0861.The horizontal coordinates were established by classical geodetic methods
 HQ0861.and adjusted by the National Geodetic Survey in June 1998..
 HQ0861
 HQ0861
 HQ0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0861
 HQ0861.The geoid height was determined by GEOID03.
 HQ0861
 HQ0861;                    North         East     Units Scale Factor Converg.
 HQ0861;SPC NV W     - 4,359,516.850   921,323.121   MT  1.00008123   +0 51 00.1
 HQ0861;SPC NV W     -14,302,848.20  3,022,707.61   sFT  1.00008123   +0 51 00.1
 HQ0861;SPC NV C     - 6,358,752.227   452,950.449   MT  0.99992726   -0 19 46.6
 HQ0861;SPC NV C     -20,862,006.26  1,486,054.93   sFT  0.99992726   -0 19 46.6
 HQ0861;UTM  11      - 4,203,848.175   482,237.613   MT  0.99960389   -0 07 28.1
 HQ0861
 HQ0861                          SUPERSEDED SURVEY CONTROL
 HQ0861
 HQ0861  NAD 83(1992)-  37 58 55.55389(N)    117 12 08.14880(W) AD(       ) 4
 HQ0861  NAD 83(1986)-  37 58 55.55556(N)    117 12 08.14861(W) AD(       ) 4
 HQ0861  NAD 27      -  37 58 55.78700(N)    117 12 04.86000(W) AD(       ) 3
 HQ0861
 HQ0861.Superseded values are not recommended for survey control.
 HQ0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0861.See file dsdata.txt to determine how the superseded data were derived.
 HQ0861
 HQ0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC8223803848(NAD 83)
 HQ0861_MARKER: 86 = CUPOLA
 HQ0861
 HQ0861  HISTORY     - Date     Condition        Report By
 HQ0861  HISTORY     - 1950     FIRST OBSERVED   CGS
 HQ0861  HISTORY     - 1958     GOOD             CGS
 HQ0861
 HQ0861                          STATION DESCRIPTION
 HQ0861
 HQ0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0861'THE STATION IS LOCATED 6 AIRLINE MILES SOUTH SOUTHEAST OF
 HQ0861'TONOPAH, 19 MILES AIRLINE NORTH NORTHEAST OF GOLDFIELD AND ON
 HQ0861'THE HIGHEST POINT OF MT. PLATH.  THE HOUSE IS 6 FEET SQUARE
 HQ0861'AND 8 FEET TALL, ON TOP OF WHICH IS A SMALL CUPOLA, ONE FOOT
 HQ0861'SQUARE AND ONE FOOT HIGH.  THE CUPOLA WAS THE POINT THAT WAS
 HQ0861'INTERSECTED.
 HQ0861
 HQ0861                          STATION RECOVERY (1958)
 HQ0861
 HQ0861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 HQ0861'THE STATION WAS NOT VISITED DUE TO SNOW AT THE TIME THAT
 HQ0861'RECOVERY WAS ATTEMPTED.  A BUILDING HAVING THE SAME APPEARANCE
 HQ0861'WAS SEEN IN THE INDICATED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1728 ***********************************************************************
 KR1728  DESIGNATION -  MOUNT ROSE RESET
 KR1728  PID         -  KR1728
 KR1728  STATE/COUNTY-  NV/WASHOE
 KR1728  USGS QUAD   -  MT ROSE (1992)
 KR1728
 KR1728                         *CURRENT SURVEY CONTROL
 KR1728  ___________________________________________________________________
 KR1728* NAD 83(1994)-  39 20 37.59992(N)    119 55 04.39894(W)     ADJUSTED  
 KR1728* NAVD 88     -      3287.2    (meters)   10785.     (feet)  VERTCON   
 KR1728  ___________________________________________________________________
 KR1728  LAPLACE CORR-          -6.63  (seconds)                    DEFLEC99
 KR1728  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 KR1728
 KR1728  HORZ ORDER  -  FIRST
 KR1728
 KR1728.The horizontal coordinates were established by classical geodetic methods
 KR1728.and adjusted by the National Geodetic Survey in June 1998..
 KR1728
 KR1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1728
 KR1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1728
 KR1728.The geoid height was determined by GEOID03.
 KR1728
 KR1728;                    North         East     Units Scale Factor Converg.
 KR1728;SPC NV W     - 4,510,609.898   684,963.234   MT  1.00006289   -0 50 46.2
 KR1728;SPC NV W     -14,798,559.31  2,247,250.21   sFT  1.00006289   -0 50 46.2
 KR1728;SPC CA 2     -   688,225.561 2,179,460.583   MT  0.99992487   +1 18 45.7
 KR1728;SPC CA 2     - 2,257,953.36  7,150,446.93   sFT  0.99992487   +1 18 45.7
 KR1728;UTM  11      - 4,358,988.368   248,540.581   MT  1.00037861   -1 51 03.0
 KR1728;UTM  10      - 4,359,458.676   765,614.533   MT  1.00046875   +1 57 18.4
 KR1728
 KR1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1728!SPC NV W     -   0.99948825  x   1.00006289  =   0.99955111
 KR1728!SPC CA 2     -   0.99948825  x   0.99992487  =   0.99941316
 KR1728!UTM  11      -   0.99948825  x   1.00037861  =   0.99986667
 KR1728!UTM  10      -   0.99948825  x   1.00046875  =   0.99995676
 KR1728
 KR1728|---------------------------------------------------------------------|
 KR1728| PID    Reference Object                     Distance      Geod. Az  |
 KR1728|                                                           dddmmss.s |
 KR1728| DB8262 MOUNT ROSE RM 1                      11.830 METERS 11334     |
 KR1728| DB8261 MOUNT ROSE AZ MK                                   2470808.2 |
 KR1728| DB8263 MOUNT ROSE RM 2                      13.651 METERS 34536     |
 KR1728|---------------------------------------------------------------------|
 KR1728
 KR1728                          SUPERSEDED SURVEY CONTROL
 KR1728
 KR1728  NAD 83(1992)-  39 20 37.60402(N)    119 55 04.39190(W) AD(       ) 1
 KR1728  NAD 83(1986)-  39 20 37.59518(N)    119 55 04.38700(W) AD(       ) 1
 KR1728  NAD 27      -  39 20 37.91600(N)    119 55 00.69300(W) AD(       ) 1
 KR1728  NGVD 29 (07/19/86) 3285.7    (m)        10780.     (f) VERT ANG       
 KR1728
 KR1728.Superseded values are not recommended for survey control.
 KR1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1728.See file dsdata.txt to determine how the superseded data were derived.
 KR1728
 KR1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4854158988(NAD 83)
 KR1728
 KR1728  HISTORY     - Date     Condition        Report By
 KR1728  HISTORY     - 1946     MONUMENTED       CGS
 KR1728  HISTORY     - 1946     SEE DESCRIPTION  CGS
 KR1728  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KR1728  HISTORY     - 1968     SEE DESCRIPTION  USGS
 KR1728
 KR1728                          STATION DESCRIPTION
 KR1728
 KR1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KR1728'THIS STATION WAS MARKED BY A ROCK CAIRN BY THE ORIGINAL SURVEY,
 KR1728'A NEW TABLET WAS PLACED AT THE APPROXIMATE CENTER OF THE CAIRN
 KR1728'AND STAMPED 1893-1946.
 KR1728'
 KR1728'THE STATION IS LOCATED ON TOP OF MT. ROSE, WHICH IS ABOUT 12
 KR1728'MILES SOUTHWEST OF RENO, 4 MILES EAST OF THE NORTHEAST END
 KR1728'OF LAKE TAHOE, AND ON THE HIGHEST PART OF THE MOUNTAIN, WHICH
 KR1728'IS ABOUT 10,800 FEET.
 KR1728'
 KR1728'THE MARK IS A STANDARD DISK STAMPED MOUNT ROSE 1893, 1946, AND
 KR1728'SET IN A BURIED BOULDER, IT IS 10 FEET NORTH OF A WESTHER BOX,
 KR1728'7 FEET SOUTH OF A STAND PIPE, AND ON THE HIGHEST PART OF THE
 KR1728'HILL.  ROCK WAS PILED OVER THE STAND WHEN LEFT.
 KR1728'
 KR1728'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MOUNT ROSE 1893,
 KR1728'1946, SET IN A LARGE BOULDER PROJECTING ABOUT 2 FEET, IT IS 15
 KR1728'FEET NORTH OF A SHED, 3 FEET WEST OF A TRAIL, AND ABOUT 12
 KR1728'FEET LOWER THAN THE STATION.
 KR1728'
 KR1728'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MOUNT ROSE
 KR1728'1893, 1946, SET IN THE NORTH SLOPE OF A LARGE BOULDER, PROJECTING
 KR1728'ABOUT 2-1/2 FEET.  IT IS 10 FEET EAST OF THE TRAIL, AND ABOUT
 KR1728'15 FEET LOWER THAN THE STATION.
 KR1728'
 KR1728'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MOUNT ROSE 1893,
 KR1728'1946, SET IN THE TOP OF BED ROCK.  IT IS ON THE HIGHEST POINT
 KR1728'OF A SADDLE BETWEEN MT. ROSE AND THE MOUNTAIN TO THE WEST,
 KR1728'50 FEET SOUTH OF THE TRAIL, AND ABOUT 90 FEET HIGHER THAN THE
 KR1728'TRAIL.
 KR1728'
 KR1728'TO REACH THE STATION FROM RENO, GO SOUTH ON U.S. HIGHWAY 395
 KR1728'FOR 8-1/2 MILES TO HIGHWAY 27 TO THE WEST.  TURN WEST AND GO
 KR1728'11.85 MILES TO A POINT JUST SOUTH OF THE MOUNTAIN, PICK UP
 KR1728'TRAIL ON THE NORTH SIDE OF THE ROAD AND FOLLOW IT WEST FOR ABOUT
 KR1728'2 MILES, THEN BEAR LEFT (NORTH) AND GO UP CANYON BETWEEN
 KR1728'MT. ROSE AND THE FIRST MOUNTAIN TO THE WEST FOR ABOUT 1-1/2 MILE
 KR1728'TO A SADDLE AND THE AZIMUTH MARK AS DESCRIBED ABOVE.  BEAR
 KR1728'RIGHT (EAST) AND GO ABOUT 1 MILE TO THE TOP OF THE MOUNTAIN
 KR1728'AND THE STATION AS DESCRIBED.
 KR1728
 KR1728                          STATION RECOVERY (1951)
 KR1728
 KR1728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR1728'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 KR1728'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 KR1728'
 KR1728'THE STATION IS LOCATED ON THE TOP OF MOUNT ROSE, A PROMINENT
 KR1728'PEAK, APPROXIMATELY 10800 FEET IN ELEVATION AND LOCATED ABOUT
 KR1728'12 MILES SOUTHWEST OF RENO AND ABOUT 4 MILES EAST OF THE
 KR1728'NORTHEAST END OF LAKE TAHOE.
 KR1728'
 KR1728'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 395
 KR1728'AND STATE HIGHWAY 27 SOUTH OF RENO, GO SOUTHWEST ON STATE
 KR1728'HIGHWAY 27 FOR 12.55 MILES TO A ROAD RIGHT.  TURN RIGHT, GO
 KR1728'300 FEET TO A POLE LINE AND ROAD.  TURN LEFT AND FOLLOW ROAD
 KR1728'DOWN GRADE 0.6 MILE TO A STREAM.  CROSS STREAM AND FOLLOW ROAD
 KR1728'0.4 MILE TO THE END OF TRUCK TRAVEL AT FOOT OF STEEP GRADE.
 KR1728'FROM HERE FOLLOW ROAD TO WHERE IT CROSSES THE STREAM FOR THE
 KR1728'FOURTH TIME AND THEN TURNS SHARP LEFT.  LEAVE THE ROAD AND
 KR1728'FOLLOW THE STREAM TO THE FIRST FORK.  BEAR RIGHT AND FOLLOW
 KR1728'THE LEFT BANK OF THE RIGHT FORK OF THE STREAM ABOUT 0.4 MILE
 KR1728'TO A TRAIL.  TURN RIGHT AND FOLLOW TRAIL UP THE CANYON TO
 KR1728'CANYON TO A SADDLE, THEN RIGHT ACROSS SADDLE AND UP STEEP
 KR1728'SLOPE TO THE HIGHEST POINT OF THE PEAK AND STATION.  A
 KR1728'4-HOUR PACK.
 KR1728'
 KR1728'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 KR1728'BEDROCK.  IT IS SET ABOUT 12 FEET SOUTH OF A METAL PIPE THAT
 KR1728'IS 12 INCHES IN DIAMETER AND PROJECTS ABOUT 12 FEET.  THE DISK
 KR1728'IS STAMPED MOUNT ROSE 1893 RESET 1946.
 KR1728'
 KR1728'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 KR1728'A BOULDER THAT PROJECTS 2 FEET AND IS ABOUT 8 FEET LOWER THAN
 KR1728'THE STATION MARK.  THE DISK IS STAMPED MOUNT ROSE NO 1 1946
 KR1728'
 KR1728'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 KR1728'A BOULDER THAT PROJECTS 3 FEET AND IS ABOUT 10 FEET LOWER THAN
 KR1728'THE STATION MARK.  THE DISK IS STAMPED MOUNT ROSE NO 2 1946.
 KR1728'
 KR1728'THE AZIMUTH MARK IS A STANDARD DISK SET IN BEDROCK ON THE
 KR1728'HIGHEST POINT OF THE SADDLE TO THE WEST OF THE STATION.  IT
 KR1728'IS ABOUT 50 SOUTH OF AND 90 FEET HIGHER THAN THE TRAIL.  THE DISK
 KR1728'IS STAMPED MOUNT ROSE 1946.
 KR1728
 KR1728                          STATION RECOVERY (1968)
 KR1728
 KR1728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR1728'STATION NOT RECOVERED.
 KR1728'
 KR1728'BY USING AZIMUTHS AND TAPED DISTANCES FROM REFERENCE MARK 2
 KR1728'THE HIGHEST POINT OF THE MOUNTAIN WHERE THE STATION MARK
 KR1728'SHOULD BE IS NO LONGER THERE.  IT APPEARS THAT THERE HAS BEEN
 KR1728'A ROCK SLIDE ON THE SOUTH FACE OF THE MOUNTAIN WHICH HAS CARRIED
 KR1728'AWAY THE STATION MARK AND REFERENCE MARK 1.  ALSO THE WEATHER
 KR1728'BOX MENTIONED IS NOT TO BE FOUND.
 KR1728'
 KR1728'NEW TO REACH--FROM THE JUNCTION OF U.S. HIGHWAY 395 AND NEVADA
 KR1728'STATE HIGHWAY 27, GO WEST ON 27 FOR 14.5 MILES TO MOUNT ROSE
 KR1728'SUMMIT (SIGN).  CONTINUE ON 27 FOR 0.35 MILES TO DIRT ROAD ON
 KR1728'RIGHT.  TURN RIGHT UPHILL FOR 3.8 MILES TO SIGN MT ROSE TRAIL.
 KR1728'TURN RIGHT ALONG TRAIL FOR 1.2 MILES TO END OF TRUCK TRAVEL.
 KR1728'PACK UP TRAIL TO TOP, ABOUT 3-1/2 HOURS.
 KR1728'
 KR1728'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION
 KR1728'LOCATED ON TOP OF MT. ROSE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1980 ***********************************************************************
 GR1980  DESIGNATION -  MOUNT STERLING
 GR1980  PID         -  GR1980
 GR1980  STATE/COUNTY-  NV/NYE
 GR1980  USGS QUAD   -  MT STIRLING (1984)
 GR1980
 GR1980                         *CURRENT SURVEY CONTROL
 GR1980  ___________________________________________________________________
 GR1980* NAD 83(1994)-  36 27 11.22320(N)    115 58 07.06316(W)     ADJUSTED  
 GR1980* NAVD 88     -      2505.5    (meters)    8220.     (feet)  VERTCON   
 GR1980  ___________________________________________________________________
 GR1980  LAPLACE CORR-          11.76  (seconds)                    DEFLEC99
 GR1980  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 GR1980
 GR1980  HORZ ORDER  -  FIRST
 GR1980
 GR1980.The horizontal coordinates were established by classical geodetic methods
 GR1980.and adjusted by the National Geodetic Survey in June 1998..
 GR1980
 GR1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1980
 GR1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1980
 GR1980.The geoid height was determined by GEOID03.
 GR1980
 GR1980;                    North         East     Units Scale Factor Converg.
 GR1980;SPC NV C     - 6,189,171.292   562,569.875   MT  0.99994822   +0 24 53.1
 GR1980;SPC NV C     -20,305,639.48  1,845,698.00   sFT  0.99994822   +0 24 53.1
 GR1980;SPC NV E     - 8,189,013.819   165,463.547   MT  0.99991469   -0 13 44.2
 GR1980;SPC NV E     -26,866,789.50    542,858.32   sFT  0.99991469   -0 13 44.2
 GR1980;UTM  11      - 4,034,701.997   592,421.865   MT  0.99970524   +0 36 46.3
 GR1980
 GR1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1980!SPC NV C     -   0.99961111  x   0.99994822  =   0.99955935
 GR1980!SPC NV E     -   0.99961111  x   0.99991469  =   0.99952584
 GR1980!UTM  11      -   0.99961111  x   0.99970524  =   0.99931647
 GR1980
 GR1980|---------------------------------------------------------------------|
 GR1980| PID    Reference Object                     Distance      Geod. Az  |
 GR1980|                                                           dddmmss.s |
 GR1980| CC5664 MOUNT STERLING RM 2                   3.835 METERS 09057     |
 GR1980| CC5665 MOUNT STERLING RM 3                   8.772 METERS 17806     |
 GR1980| CC5663 MOUNT STERLING RM 1 AZIMUTH                        3432729.5 |
 GR1980|---------------------------------------------------------------------|
 GR1980
 GR1980                          SUPERSEDED SURVEY CONTROL
 GR1980
 GR1980  NAD 83(1992)-  36 27 11.22775(N)    115 58 07.06112(W) AD(1991.35) 1
 GR1980  NAD 83(1992)-  36 27 11.22118(N)    115 58 07.06973(W) AD(       ) 1
 GR1980  NAD 83(1986)-  36 27 11.20627(N)    115 58 07.05802(W) AD(       ) 1
 GR1980  NAD 27      -  36 27 11.36100(N)    115 58 03.95900(W) AD(       ) 1
 GR1980  NGVD 29 (07/19/86) 2504.5    (m)         8217.     (f) VERT ANG       
 GR1980
 GR1980.Superseded values are not recommended for survey control.
 GR1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1980.See file dsdata.txt to determine how the superseded data were derived.
 GR1980
 GR1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA9242234702(NAD 83)
 GR1980_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GR1980_SETTING: 66 = SET IN ROCK OUTCROP
 GR1980
 GR1980  HISTORY     - Date     Condition        Report By
 GR1980  HISTORY     - 1933     MONUMENTED       CGS
 GR1980  HISTORY     - 1957     GOOD             USGS
 GR1980
 GR1980                          STATION DESCRIPTION
 GR1980
 GR1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 GR1980'THE STATION IS ON THE HIGHEST POINT OF MOUNT STERLING, 20 MILES
 GR1980'NW OF CHARLESTON PEAK, 10 MILES S OF THE JUNCTION OF THE CANE
 GR1980'SPRING ROAD AND THE TONOPAH-LAS VEGAS ROAD AND 28 MILES NW OF
 GR1980'DEATH VALLEY JUNCTION.
 GR1980'
 GR1980'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GR1980'IN A DRILL HOLE IN OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES 2
 GR1980'AND 12A.
 GR1980'
 GR1980'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS ON THE FACE OF A CLIFF ON
 GR1980'A TIMBERED POINT 1/2 MILE N.
 GR1980'
 GR1980'BEST REACHED FROM LAS VEGAS AS FOLLOWS--TAKE THE TONOPAH
 GR1980'HIGHWAY GO 65 MILES TO THE CANE SPRING ROAD, CONTINUE ON HIGHWAY
 GR1980'4.3 MILES, TURN LEFT OFF HIGHWAY JUST BEFORE ENTERING PASS,
 GR1980'GO 1.2 MILES TAKE RIGHT FORK, GO 1.5 MILES TAKE LEFT FORK, GO
 GR1980'7.4 MILES TAKE LEFT FORK, GO 2.1 MILES, TAKE A DIM ROAD HERE AND
 GR1980'FOLLOW UP CANYON TO THE S 1.5 MILES TO THE END OF TRUCK TRAVEL.
 GR1980'FROM THE END OF TRUCK TRAVEL FOLLOW UP A RIDGE GOING SW TO THE
 GR1980'TOP OF THE MAIN RIDGE, THEN BEAR LEFT ALONG THE MAIN RIDGE TO
 GR1980'THE HIGHEST POINT AND THE STATION.  ABOUT 1-3/4 HOURS PACK.
 GR1980'
 GR1980'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 GR1980
 GR1980                          STATION RECOVERY (1957)
 GR1980
 GR1980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 GR1980'RECOVERED AS DESCRIBED IN 1933 IN NGS DESCRIPTION LIST 36 115 3,
 GR1980'STATION 1009.  ALL MARKS IN GOOD CONDITION.
 GR1980'
 GR1980'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1361 ***********************************************************************
 KR1361  DESIGNATION -  MOUNTAIN VIEW
 KR1361  PID         -  KR1361
 KR1361  STATE/COUNTY-  NV/WASHOE
 KR1361  USGS QUAD   -  RENO (1982)
 KR1361
 KR1361                         *CURRENT SURVEY CONTROL
 KR1361  ___________________________________________________________________
 KR1361* NAD 83(1994)-  39 31 19.18663(N)    119 50 30.47755(W)     ADJUSTED  
 KR1361* NAVD 88     -      1415.21   (+/-2cm)    4643.1    (feet)  VERTCON   
 KR1361  ___________________________________________________________________
 KR1361  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 KR1361  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 KR1361
 KR1361  HORZ ORDER  -  FIRST
 KR1361  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1361
 KR1361.The horizontal coordinates were established by classical geodetic methods
 KR1361.and adjusted by the National Geodetic Survey in June 1998..
 KR1361
 KR1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1361.The vertical order pertains to the NGVD 29 superseded value.
 KR1361
 KR1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1361
 KR1361.The geoid height was determined by GEOID03.
 KR1361
 KR1361;                    North         East     Units Scale Factor Converg.
 KR1361;SPC NV W     - 4,530,301.232   691,798.312   MT  1.00004410   -0 48 03.4
 KR1361;SPC NV W     -14,863,163.29  2,269,674.96   sFT  1.00004410   -0 48 03.4
 KR1361;SPC CA 2     -   708,158.159 2,185,547.811   MT  0.99994374   +1 21 38.4
 KR1361;SPC CA 2     - 2,323,348.89  7,170,418.11   sFT  0.99994374   +1 21 38.4
 KR1361;UTM  11      - 4,378,562.528   255,722.689   MT  1.00033474   -1 48 33.6
 KR1361
 KR1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1361!SPC NV W     -   0.99978178  x   1.00004410  =   0.99982587
 KR1361!SPC CA 2     -   0.99978178  x   0.99994374  =   0.99972554
 KR1361!UTM  11      -   0.99978178  x   1.00033474  =   1.00011645
 KR1361
 KR1361|---------------------------------------------------------------------|
 KR1361| PID    Reference Object                     Distance      Geod. Az  |
 KR1361|                                                           dddmmss.s |
 KR1361| KR1363 MOUNTAIN VIEW RM 2                    7.540 METERS 00222     |
 KR1361| KR1763 KOLO WEST RADIO TOWER               APPROX. 8.4 KM 0633514.0 |
 KR1361| KR1760 KOLO EAST RADIO TOWER               APPROX. 8.4 KM 0634728.9 |
 KR1361| KR1764 KATO RADIO TOWER                    APPROX. 4.5 KM 0670829.5 |
 KR1361| KR1768 KRNP POLICE RADIO TOWER             APPROX. 0.7 KM 0981433.0 |
 KR1361| KR1215 NEWLANDS                            APPROX. 1.5 KM 1033600.0 |
 KR1361| KR1362 MOUNTAIN VIEW RM 1                    8.892 METERS 24748     |
 KR1361| KR1732 RENO AIRWAY BEACON 18               APPROX.11.2 KM 2513021.1 |
 KR1361|---------------------------------------------------------------------|
 KR1361
 KR1361                          SUPERSEDED SURVEY CONTROL
 KR1361
 KR1361  NAD 83(1992)-  39 31 19.18906(N)    119 50 30.47124(W) AD(       ) 1
 KR1361  NAD 83(1986)-  39 31 19.18765(N)    119 50 30.46502(W) AD(       ) 1
 KR1361  NAD 27      -  39 31 19.51000(N)    119 50 26.77200(W) AD(       ) 1
 KR1361  NGVD 29 (??/??/92) 1414.112  (m)         4639.47   (f) ADJ UNCH    1 2
 KR1361
 KR1361.Superseded values are not recommended for survey control.
 KR1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1361.See file dsdata.txt to determine how the superseded data were derived.
 KR1361
 KR1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5572378563(NAD 83)
 KR1361_MARKER: DS = TRIANGULATION STATION DISK
 KR1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1361_STAMPING: MOUNTAIN VIEW 1946
 KR1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1361+STABILITY: SURFACE MOTION
 KR1361
 KR1361  HISTORY     - Date     Condition        Report By
 KR1361  HISTORY     - 1947     MONUMENTED       CGS
 KR1361  HISTORY     - 1947     GOOD             NGS
 KR1361  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KR1361  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR1361  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1361
 KR1361                          STATION DESCRIPTION
 KR1361
 KR1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CL)
 KR1361'THE STATION IS LOCATED ON THE WESTERN EDGE OF THE CITY OF
 KR1361'RENO, ON THE EDGE OF A PROMINENT BLUFF WHICH DROPS OFF ABRUPTLY
 KR1361'TO THE SOUTH AND SOUTHEAST.  IT IS AT THE SOUTHEAST CORNER OF
 KR1361'MOUNTAIN VIEW CEMETERY AND ABOUT 50 YARDS NORTH OF U.S. HIGHWAY
 KR1361'NO. 40.
 KR1361'
 KR1361'THE MARK IS A STANDARD DISC SET IN THE TOP OF A 10 INCH SQUARE
 KR1361'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND
 KR1361'AND IS STAMPED MOUNTAIN VIEW 1946.  IT IS 7 FEET SOUTH OF A
 KR1361'LARGE WHITE WOODEN CROSS, 4.8 FEET NORTH-NORTHEAST OF A WHITE
 KR1361'4 INCH SQUARE WITNESS POST, AND 10 FEET WEST OF THE EDGE OF THE
 KR1361'BLUFF.
 KR1361'
 KR1361'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN THE TOP OF A 10
 KR1361'INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 KR1361'SURFACE OF THE GROUND.  IT IS 2 FEET NORTH OF A HEDGE ROW, 30
 KR1361'FEET WEST OF THE WOODEN CROSS, AND IS APPROXIMATELY THE SAME
 KR1361'ELEVATION AS THE STATION MARK.  IS STAMPED MOUNTAIN VIEW NO
 KR1361'1 1946.
 KR1361'
 KR1361'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN THE TOP OF A 10
 KR1361'INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 KR1361'THE GROUND.  IT IS APPROXIMATELY 6 INCHES LOWER THAN THE
 KR1361'STATION MARK.  IS 8 FEET SOUTHEAST OF A HEDGE ROW, 15 FEET
 KR1361'NORTH OF THE WOODEN CROSS, AND 15 FEET WEST OF THE EDGE OF THE
 KR1361'BLUFF.  IS STAMPED MOUNTAIN VIEW NO 2 1946.
 KR1361'
 KR1361'STATION NEWLANDS MAY BE USED FOR AN AZIMUTH MARK.
 KR1361'
 KR1361'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO.
 KR1361'40 AND NO. 395 IN RENO GO WEST ON U.S. NO. 40 FOR 1.2 MILES.
 KR1361'TURN RIGHT ON A ROAD LEADING TO THE CEMETERY AND GO 0.45 MILE,
 KR1361'THENCE TURN LEFT TOWARD LARGE WHITE, WOODEN CROSS AND GO 0.1
 KR1361'MILE TO THE STATION SITE.  A DRIVE STATION.
 KR1361
 KR1361                          STATION RECOVERY (1947)
 KR1361
 KR1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 KR1361'1.5 MI W FROM RENO.
 KR1361'ABOUT 1.5 MILES WEST ALONG U. S. HIGHWAY NO. 40 FROM ITS INTERSECTION
 KR1361'WITH U. S. HIGHWAY NO. 395 AT RENO, AT THE SOUTHEAST CORNER OF THE
 KR1361'MOUNTAIN VIEW CEMETERY, ABOUT 150 FEET NORTH OF U. S. HIGHWAY NO. 40,
 KR1361'ABOUT 11 FEET NORTH OF THE SOUTH EDGE OF A BLUFF, 7.2 FEET SOUTH OF
 KR1361'THE SOUTH EDGE OF A VERY LARGE WHITE WOODEN CROSS, SET IN THE TOP OF A
 KR1361'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND AND ABOUT 100 FEET
 KR1361'HIGHER THAN U. S. HIGHWAY NO. 40.
 KR1361
 KR1361                          STATION RECOVERY (1958)
 KR1361
 KR1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1361'ALL MARKS RECOVERED, AS DESCRIBED, IN GOOD CONDITION.
 KR1361
 KR1361                          STATION RECOVERY (1967)
 KR1361
 KR1361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR1361'MARK NOT FOUND.
 KR1361
 KR1361                          STATION RECOVERY (2003)
 KR1361
 KR1361'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR1361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1362 ***********************************************************************
 KR1362  DESIGNATION -  MOUNTAIN VIEW RM 1
 KR1362  PID         -  KR1362
 KR1362  STATE/COUNTY-  NV/WASHOE
 KR1362  USGS QUAD   -  RENO (1982)
 KR1362
 KR1362                         *CURRENT SURVEY CONTROL
 KR1362  ___________________________________________________________________
 KR1362* NAD 83(1986)-  39 31 19.     (N)    119 50 30.     (W)     SCALED    
 KR1362* NAVD 88     -      1415.57   (+/-2cm)    4644.2    (feet)  VERTCON   
 KR1362  ___________________________________________________________________
 KR1362  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 KR1362
 KR1362  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1362
 KR1362.The horizontal coordinates were scaled from a topographic map and have
 KR1362.an estimated accuracy of +/- 6 seconds.
 KR1362
 KR1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1362.The vertical order pertains to the NGVD 29 superseded value.
 KR1362
 KR1362.The geoid height was determined by GEOID03.
 KR1362
 KR1362;                    North         East    Units  Estimated Accuracy
 KR1362;SPC NV W     - 4,530,300.      691,810.      MT  (+/- 180 meters Scaled)
 KR1362
 KR1362                          SUPERSEDED SURVEY CONTROL
 KR1362
 KR1362  NGVD 29 (??/??/92) 1414.469  (m)         4640.64   (f) ADJ UNCH    1 2
 KR1362
 KR1362.Superseded values are not recommended for survey control.
 KR1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1362.See file dsdata.txt to determine how the superseded data were derived.
 KR1362
 KR1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD557785(NAD 83)
 KR1362_MARKER: DR = REFERENCE MARK DISK
 KR1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1362_STAMPING: MOUNTAIN VIEW NO 1 1946
 KR1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1362+STABILITY: SURFACE MOTION
 KR1362
 KR1362  HISTORY     - Date     Condition        Report By
 KR1362  HISTORY     - 1946     MONUMENTED       CGS
 KR1362  HISTORY     - 1947     GOOD             NGS
 KR1362
 KR1362                          STATION DESCRIPTION
 KR1362
 KR1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KR1362'1.5 MI W FROM RENO.
 KR1362'ABOUT 1.5 MILES WEST ALONG U. S. HIGHWAY NO. 40 FROM ITS INTERSECTION
 KR1362'WITH U. S. HIGHWAY NO. 395 AT RENO, 29.2 FEET WEST OF TRIANGULATION
 KR1362'STATION MOUNTAIN VIEW, 28.0 FEET WEST OF A LARGE WHITE WOODEN CROSS,
 KR1362'2.0 FEET NORTH OF A ROW OF EAST-WEST HEDGES, SET IN THE TOP OF A
 KR1362'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND AND ABOUT 100 FEET
 KR1362'HIGHER THAN U. S. HIGHWAY NO. 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1363 ***********************************************************************
 KR1363  DESIGNATION -  MOUNTAIN VIEW RM 2
 KR1363  PID         -  KR1363
 KR1363  STATE/COUNTY-  NV/WASHOE
 KR1363  USGS QUAD   -  RENO (1982)
 KR1363
 KR1363                         *CURRENT SURVEY CONTROL
 KR1363  ___________________________________________________________________
 KR1363* NAD 83(1986)-  39 31 19.     (N)    119 50 30.     (W)     SCALED    
 KR1363* NAVD 88     -      1415.10   (+/-2cm)    4642.7    (feet)  VERTCON   
 KR1363  ___________________________________________________________________
 KR1363  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 KR1363
 KR1363  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1363
 KR1363.The horizontal coordinates were scaled from a topographic map and have
 KR1363.an estimated accuracy of +/- 6 seconds.
 KR1363
 KR1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1363.The vertical order pertains to the NGVD 29 superseded value.
 KR1363
 KR1363.The geoid height was determined by GEOID03.
 KR1363
 KR1363;                    North         East    Units  Estimated Accuracy
 KR1363;SPC NV W     - 4,530,300.      691,810.      MT  (+/- 180 meters Scaled)
 KR1363
 KR1363                          SUPERSEDED SURVEY CONTROL
 KR1363
 KR1363  NGVD 29 (??/??/92) 1414.005  (m)         4639.11   (f) ADJ UNCH    1 2
 KR1363
 KR1363.Superseded values are not recommended for survey control.
 KR1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1363.See file dsdata.txt to determine how the superseded data were derived.
 KR1363
 KR1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD557785(NAD 83)
 KR1363_MARKER: DR = REFERENCE MARK DISK
 KR1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1363_STAMPING: MOUNTAIN VIEW NO 2 1946
 KR1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1363+STABILITY: SURFACE MOTION
 KR1363
 KR1363  HISTORY     - Date     Condition        Report By
 KR1363  HISTORY     - 1946     MONUMENTED       CGS
 KR1363  HISTORY     - 1947     GOOD             NGS
 KR1363
 KR1363                          STATION DESCRIPTION
 KR1363
 KR1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KR1363'1.5 MI W FROM RENO.
 KR1363'ABOUT 1.5 MILES WEST ALONG U. S. HIGHWAY NO. 40 FROM ITS INTERSECTION
 KR1363'WITH U. S. HIGHWAY NO. 395 AT RENO, AT THE SOUTHEAST CORNER OF
 KR1363'MOUNTAIN VIEW CEMETERY, 24.7 FEET NORTH OF TRIANGULATION STATION
 KR1363'MOUNTAIN VIEW, 16.0 FEET NORTH OF A LARGE WHITE WOODEN CROSS, 8.0 FEET
 KR1363'EAST OF A ROW OF NORTH-SOUTH HEDGES, SET IN THE TOP OF A CONCRETE POST
 KR1363'PROJECTING 0.1 FOOT ABOVE THE GROUND AND ABOUT 100 FEET HIGHER THAN U.
 KR1363'S. HIGHWAY NO. 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0427 ***********************************************************************
 KQ0427  DESIGNATION -  MT AIRY
 KQ0427  PID         -  KQ0427
 KQ0427  STATE/COUNTY-  NV/LANDER
 KQ0427  USGS QUAD   -  MOUNT AIRY (1969)
 KQ0427
 KQ0427                         *CURRENT SURVEY CONTROL
 KQ0427  ___________________________________________________________________
 KQ0427* NAD 83(1994)-  39 31 20.04256(N)    117 22 37.96733(W)     ADJUSTED  
 KQ0427* NAVD 88     -      2321.8    (meters)    7617.     (feet)  VERTCON   
 KQ0427  ___________________________________________________________________
 KQ0427  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 KQ0427  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 KQ0427
 KQ0427  HORZ ORDER  -  THIRD
 KQ0427
 KQ0427.The horizontal coordinates were established by classical geodetic methods
 KQ0427.and adjusted by the National Geodetic Survey in June 1998..
 KQ0427
 KQ0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0427
 KQ0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0427
 KQ0427.The geoid height was determined by GEOID03.
 KQ0427
 KQ0427;                    North         East     Units Scale Factor Converg.
 KQ0427;SPC NV C     - 6,529,812.433   438,908.753   MT  0.99994594   -0 27 07.9
 KQ0427;SPC NV C     -21,423,226.29  1,439,986.47   sFT  0.99994594   -0 27 07.9
 KQ0427;SPC NV W     - 4,530,266.017   903,700.562   MT  1.00003236   +0 46 03.4
 KQ0427;SPC NV W     -14,863,047.76  2,964,890.93   sFT  1.00003236   +0 46 03.4
 KQ0427;UTM  11      - 4,374,799.980   467,577.876   MT  0.99961294   -0 14 24.2
 KQ0427
 KQ0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0427!SPC NV C     -   0.99963933  x   0.99994594  =   0.99958529
 KQ0427!SPC NV W     -   0.99963933  x   1.00003236  =   0.99967168
 KQ0427!UTM  11      -   0.99963933  x   0.99961294  =   0.99925241
 KQ0427
 KQ0427|---------------------------------------------------------------------|
 KQ0427| PID    Reference Object                     Distance      Geod. Az  |
 KQ0427|                                                           dddmmss.s |
 KQ0427| DB2153 MT AIRY RM 1                          6.230 METERS 07132     |
 KQ0427| DB2154 MT AIRY RM 2                          5.263 METERS 19318     |
 KQ0427| DB2152 MT AIRY AZ MK                                      2112611.4 |
 KQ0427|---------------------------------------------------------------------|
 KQ0427
 KQ0427                          SUPERSEDED SURVEY CONTROL
 KQ0427
 KQ0427  NAD 83(1986)-  39 31 20.04911(N)    117 22 37.95493(W) AD(       ) 3
 KQ0427  NAD 27      -  39 31 20.32600(N)    117 22 34.59900(W) AD(       ) 3
 KQ0427  NGVD 29 (07/19/86) 2320.5    (m)         7613.     (f) VERT ANG       
 KQ0427
 KQ0427.Superseded values are not recommended for survey control.
 KQ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0427.See file dsdata.txt to determine how the superseded data were derived.
 KQ0427
 KQ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD6757874800(NAD 83)
 KQ0427_MARKER: DS = TRIANGULATION STATION DISK
 KQ0427_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0427
 KQ0427  HISTORY     - Date     Condition        Report By
 KQ0427  HISTORY     - 1954     MONUMENTED       CGS
 KQ0427  HISTORY     - 1958     GOOD             CGS
 KQ0427
 KQ0427                          STATION DESCRIPTION
 KQ0427
 KQ0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0427'THE STATION IS ON THE NORTHWEST END AND THE HIGHEST POINT
 KQ0427'OF A LONG, LOW RIDGE WHICH SLOPES GENTLY TO THE NORTHEAST
 KQ0427'AND DROPS OFF RATHER SHARPLY TO THE SOUTHWEST.  IT IS ABOUT
 KQ0427'16 MILES WEST OF THE TOWN OF AUSTIN, 21 MILES NORTH-NORTHEAST
 KQ0427'OF PETERSON STATION, AND 10 MILES NORTH OF U.S. HIGHWAY 50.
 KQ0427'
 KQ0427'THE STATION CAN BE REACHED FROM THE POST OFFICE IN AUSTIN
 KQ0427'BY GOING WESTERLY ON U.S. HIGHWAY 50 FOR 11.8 MILES TO A BLADED
 KQ0427'ROAD TO THE RIGHT.  TURN RIGHT AND GO NORTHWESTERLY ON THE
 KQ0427'MAIN TRAVELED ROAD FOR 9.2 MILES (ABOUT 0.4 MILES AFTER
 KQ0427'CROSSING A SUMMIT) TO A TRACK ROAD TO THE RIGHT.  TURN RIGHT
 KQ0427'AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON
 KQ0427'THE TRACK ROAD NORTHERLY AND NORTHWESTERLY FOR 0.4 MILE TO
 KQ0427'THE NORTHEAST CORNER OF A WIRE ENCLOSURE.  FROM HERE DRIVE
 KQ0427'ACROSS COUNTRY FOR ABOUT 0.5 MILE TO THE BASE OF THE HILL.
 KQ0427'PACK UP THE STEEP SLOPE TO THE TOP OF THE RIDGE, THEN
 KQ0427'NORTHWESTERLY TO THE HIGHEST POINT AND THE STATION.  THIS IS A
 KQ0427'HALF HOUR PACK.
 KQ0427'
 KQ0427'THE STATION MARK, STAMPED MT AIRY 1954, IS A STANDARD DISK
 KQ0427'THAT IS SET IN A DRILL HOLE IN BEDROCK WHICH PROTRUDES ABOUT
 KQ0427'4 INCHES ABOVE THE GENERAL SURFACE.  THE MARK IS ABOUT 15 FEET
 KQ0427'NORTH OF THE HIGHEST POINT OF THE HILL.
 KQ0427'
 KQ0427'REFERENCE MARK 1, STAMPED MT AIRY NO 1 1954, IS A STANDARD
 KQ0427'DISK THAT IS SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 KQ0427'ABOUT 2 INCHES.
 KQ0427'
 KQ0427'REFERENCE MARK 2, STAMPED MT AIRY NO 2 1954, IS A STANDARD DISK
 KQ0427'THAT IS SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 KQ0427'SURROUNDING SURFACE.
 KQ0427'
 KQ0427'THE AZIMUTH MARK, STAMPED MT AIRY 1954, IS A STANDARD DISK
 KQ0427'THAT IS SET IN A DRILL HOLE IN BEDROCK WHICH PROTRUDES ABOUT
 KQ0427'1 FOOT ABOVE THE GROUND.  IT IS 34 FEET SOUTHWEST OF THE
 KQ0427'TRACK ROAD LEADING TO THE STATION AND 1.6 FEET NORTHWEST
 KQ0427'OF A WITNESS POST.
 KQ0427
 KQ0427                          STATION RECOVERY (1958)
 KQ0427
 KQ0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KQ0427'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO
 KQ0427'BE IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 KQ0427'
 KQ0427'THE STATION IS LOCATED ABOUT 16 MILES AIRLINE, WEST OF AUSTIN,
 KQ0427'21 MILES AIRLINE, NORTH-NORTHEAST OF PETERSON STATION, 10
 KQ0427'MILES AIRLINE, NORTH OF U.S. HIGHWAY 50 ON A LONG LOW RIDGE
 KQ0427'THAT SLOPES GENTLY TO THE NORTHEAST AND DROPS OFF ABRUPTLY
 KQ0427'TO THE SOUTHWEST.
 KQ0427'
 KQ0427'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 KQ0427'AND NEVADA STATE HIGHWAY 8A ONE MILE WEST OF THE U.S. POST
 KQ0427'OFFICE IN AUSTIN, GO WESTERLY ON U.S. HIGHWAY 50 FOR 13.8 MILES
 KQ0427'TO A SIDE ROAD ON THE RIGHT AT A SIGN NEW PASS MINE 19.  TURN
 KQ0427'RIGHT AND GO NORTH ON THE MAIN ROAD FOR 3.8 TO A REVERSE FORK
 KQ0427'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 6.1 MILES TO A FORKS.
 KQ0427'TURN RIGHT OFF THE MAIN ROAD AND FOLLOW A TRACK ROAD FOR 0.1
 KQ0427'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT
 KQ0427'AHEAD CROSSING A DRY WASH, FOR 0.4 MILE TO A WIRE ENCLOSURE.
 KQ0427'PASS TO THE RIGHT OF THE ENCLOSURE AND CONTINUE UPGRADE 0.5
 KQ0427'MILE TO THE END OF TRUCK TRAVEL.  PACK UP A STEEP SLOPE TO
 KQ0427'THE CREST OF THE RIDGE, BEAR LEFT, NORTHWESTERLY TO THE
 KQ0427'HIGHEST POINT AND THE STATION.  PACKING TIME ABOUT 1/2
 KQ0427'HOUR.
 KQ0427'
 KQ0427'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED MT AIRY
 KQ0427'1954, SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 KQ0427'
 KQ0427'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 KQ0427'MT AIRY NO 1 1954, SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING
 KQ0427'BEDROCK.  MARK IS 6 FEET LOWER THAN THE STATION.
 KQ0427'
 KQ0427'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 KQ0427'MT AIRY NO 2 1954, SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING
 KQ0427'BEDROCK.  MARK IS 1 FOOT HIGHER THAN THE STATION.
 KQ0427'
 KQ0427'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED MT AIRY
 KQ0427'1954, SET IN CEMENT IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER
 KQ0427'THAT PROJECTS 1 FOOT ABOVE GROUND LEVEL.  MARK IS 34 FEET
 KQ0427'SOUTHWEST OF A TRACK ROAD AND 1.6 FEET NORTHWEST OF A WITNESS
 KQ0427'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0562 ***********************************************************************
 MT0562  DESIGNATION -  MT CT 2
 MT0562  PID         -  MT0562
 MT0562  STATE/COUNTY-  NV/ELKO
 MT0562  USGS QUAD   -  MOUNTAIN CITY (1986)
 MT0562
 MT0562                         *CURRENT SURVEY CONTROL
 MT0562  ___________________________________________________________________
 MT0562* NAD 83(1986)-  41 50 02.     (N)    115 57 46.     (W)     SCALED    
 MT0562* NAVD 88     -      1721.656  (meters)    5648.47   (feet)  ADJUSTED  
 MT0562  ___________________________________________________________________
 MT0562  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 MT0562  DYNAMIC HT  -        1720.365 (meters)    5644.23  (feet)  COMP
 MT0562  MODELED GRAV-     979,811.4   (mgal)                       NAVD 88
 MT0562
 MT0562  VERT ORDER  -  SECOND    CLASS 0
 MT0562
 MT0562.The horizontal coordinates were scaled from a topographic map and have
 MT0562.an estimated accuracy of +/- 6 seconds.
 MT0562
 MT0562.The orthometric height was determined by differential leveling
 MT0562.and adjusted by the National Geodetic Survey in June 1991..
 MT0562
 MT0562.The geoid height was determined by GEOID03.
 MT0562
 MT0562.The dynamic height is computed by dividing the NAVD 88
 MT0562.geopotential number by the normal gravity value computed on the
 MT0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0562.degrees latitude (g = 980.6199 gals.).
 MT0562
 MT0562.The modeled gravity was interpolated from observed gravity values.
 MT0562
 MT0562;                    North         East    Units  Estimated Accuracy
 MT0562;SPC NV E     - 8,786,320.      168,480.      MT  (+/- 180 meters Scaled)
 MT0562
 MT0562                          SUPERSEDED SURVEY CONTROL
 MT0562
 MT0562  NGVD 29 (??/??/92) 1720.463  (m)         5644.55   (f) ADJ UNCH    2 0
 MT0562
 MT0562.Superseded values are not recommended for survey control.
 MT0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0562.See file dsdata.txt to determine how the superseded data were derived.
 MT0562
 MT0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG861318(NAD 83)
 MT0562_MARKER: DD = SURVEY DISK
 MT0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0562_STAMPING: E. MT. CT. NO. 2 1940
 MT0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0562+STABILITY: SURFACE MOTION
 MT0562
 MT0562  HISTORY     - Date     Condition        Report By
 MT0562  HISTORY     - 1940     MONUMENTED       LOCSUR
 MT0562  HISTORY     - 1951     GOOD             NGS
 MT0562
 MT0562                          STATION DESCRIPTION
 MT0562
 MT0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MT0562'0.4 MI SE FROM MOUNTAIN CITY.
 MT0562'0.4 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0562'MOUNTAIN CITY, 0.05 MILES SOUTHEAST OF THE SOUTHEAST CITY LIMITS, 0.05
 MT0562'MILES SOUTHEAST OF U. S. G. S. BENCH MARK 25C, 74.3 FEET SOUTHWEST OF
 MT0562'THE NORTHWEST GATEPOST OF A SOUTHEAST AND NORTHWEST FENCE LINE, 39
 MT0562'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17.9 FEET NORTHWEST
 MT0562'OF A TELEPHONE POLE, 1.2 FEET WEST OF A WITNESS POST, ABOUT 4 FEET
 MT0562'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MT0562'0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0484 ***********************************************************************
 KQ0484  DESIGNATION -  MT GRANT CAIRN
 KQ0484  PID         -  KQ0484
 KQ0484  STATE/COUNTY-  NV/CHURCHILL
 KQ0484  USGS QUAD   -  BYERS CANYON (1990)
 KQ0484
 KQ0484                         *CURRENT SURVEY CONTROL
 KQ0484  ___________________________________________________________________
 KQ0484* NAD 83(1994)-  39 41 07.22398(N)    117 48 24.73610(W)     ADJUSTED  
 KQ0484* NAVD 88     -                                                        
 KQ0484  ___________________________________________________________________
 KQ0484  LAPLACE CORR-           8.85  (seconds)                    DEFLEC99
 KQ0484  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 KQ0484
 KQ0484  HORZ ORDER  -  THIRD
 KQ0484
 KQ0484.The horizontal coordinates were established by classical geodetic methods
 KQ0484.and adjusted by the National Geodetic Survey in June 1998..
 KQ0484
 KQ0484
 KQ0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0484
 KQ0484.The geoid height was determined by GEOID03.
 KQ0484
 KQ0484;                    North         East     Units Scale Factor Converg.
 KQ0484;SPC NV W     - 4,547,966.910   866,602.160   MT  0.99995459   +0 29 45.0
 KQ0484;SPC NV W     -14,921,121.44  2,843,177.25   sFT  0.99995459   +0 29 45.0
 KQ0484;UTM  11      - 4,393,145.099   430,810.203   MT  0.99965894   -0 30 55.0
 KQ0484
 KQ0484                          SUPERSEDED SURVEY CONTROL
 KQ0484
 KQ0484  NAD 83(1986)-  39 41 07.22626(N)    117 48 24.71864(W) AD(       ) 4
 KQ0484  NAD 27      -  39 41 07.53200(N)    117 48 21.30200(W) AD(       ) 3
 KQ0484
 KQ0484.Superseded values are not recommended for survey control.
 KQ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0484.See file dsdata.txt to determine how the superseded data were derived.
 KQ0484
 KQ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD3081093145(NAD 83)
 KQ0484_MARKER: X = CHISELED CROSS
 KQ0484_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0484_SP_SET: SET IN BEDROCK
 KQ0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0484+STABILITY: POSITION/ELEVATION WELL
 KQ0484
 KQ0484  HISTORY     - Date     Condition        Report By
 KQ0484  HISTORY     - 1954     MONUMENTED       CGS
 KQ0484
 KQ0484                          STATION DESCRIPTION
 KQ0484
 KQ0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0484'STATION IS AN X ON SOLID CAP ROCK, A ROCK CAIRN 6 FEET IN HEIGHT
 KQ0484'CENTERED OVER STATION POINT.
 KQ0484'
 KQ0484'LOCATED ON HIGH PROMINENT PEAK IN ALPINE RANGE, PEAK BEING
 KQ0484'ABOUT 20 MILES AIRLINE DISTANCE NORTH OF EASTGATE NEVADA,
 KQ0484'(A BAR AND FILLING STATION ON U.S. 50) 56 MILES EASTERLY FROM
 KQ0484'FALLON NEVADA.
 KQ0484'
 KQ0484'INTERSECTION STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0497 ***********************************************************************
 HQ0497  DESIGNATION -  MT HELEN AZ MK
 HQ0497  PID         -  HQ0497
 HQ0497  STATE/COUNTY-  NV/NYE
 HQ0497  USGS QUAD   -  MT HELEN (1988)
 HQ0497
 HQ0497                         *CURRENT SURVEY CONTROL
 HQ0497  ___________________________________________________________________
 HQ0497* NAD 83(1994)-  37 27 11.59200(N)    116 43 11.88866(W)     ADJUSTED  
 HQ0497* NAVD 88     -      1673.111  (meters)    5489.20   (feet)  ADJUSTED  
 HQ0497  ___________________________________________________________________
 HQ0497  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 HQ0497  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 HQ0497  DYNAMIC HT  -        1671.185 (meters)    5482.88  (feet)  COMP
 HQ0497  MODELED GRAV-     979,420.5   (mgal)                       NAVD 88
 HQ0497
 HQ0497  HORZ ORDER  -  THIRD
 HQ0497  VERT ORDER  -  SECOND    CLASS 0
 HQ0497
 HQ0497.The horizontal coordinates were established by classical geodetic methods
 HQ0497.and adjusted by the National Geodetic Survey in June 1998..
 HQ0497
 HQ0497.The orthometric height was determined by differential leveling
 HQ0497.and adjusted by the National Geodetic Survey in June 1991..
 HQ0497
 HQ0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0497
 HQ0497.The geoid height was determined by GEOID03.
 HQ0497
 HQ0497.The dynamic height is computed by dividing the NAVD 88
 HQ0497.geopotential number by the normal gravity value computed on the
 HQ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0497.degrees latitude (g = 980.6199 gals.).
 HQ0497
 HQ0497.The modeled gravity was interpolated from observed gravity values.
 HQ0497
 HQ0497;                    North         East     Units Scale Factor Converg.
 HQ0497;SPC NV C     - 6,299,923.199   495,284.244   MT  0.99990027   -0 01 56.7
 HQ0497;SPC NV C     -20,668,998.03  1,624,945.06   sFT  0.99990027   -0 01 56.7
 HQ0497;UTM  11      - 4,145,188.272   524,767.414   MT  0.99960756   +0 10 13.0
 HQ0497
 HQ0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0497!SPC NV C     -   0.99974161  x   0.99990027  =   0.99964190
 HQ0497!UTM  11      -   0.99974161  x   0.99960756  =   0.99934927
 HQ0497
 HQ0497                          SUPERSEDED SURVEY CONTROL
 HQ0497
 HQ0497  NAD 83(1986)-  37 27 11.58960(N)    116 43 11.89718(W) AD(       ) 3
 HQ0497  NAD 27      -  37 27 11.81000(N)    116 43 08.66000(W) AD(       ) 3
 HQ0497  NGVD 29 (07/19/86) 1672.01   (m)         5485.6    (f) LEVELING    3  
 HQ0497
 HQ0497.Superseded values are not recommended for survey control.
 HQ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0497.See file dsdata.txt to determine how the superseded data were derived.
 HQ0497
 HQ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB2476745188(NAD 83)
 HQ0497_MARKER: DZ = AZIMUTH MARK DISK
 HQ0497_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0497_SP_SET: ROCK OUTCROP
 HQ0497_STAMPING: MT HELEN 1950
 HQ0497_MARK LOGO: CGS   
 HQ0497_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0497+STABILITY: POSITION/ELEVATION WELL
 HQ0497
 HQ0497  HISTORY     - Date     Condition        Report By
 HQ0497  HISTORY     - 1950     MONUMENTED       CGS
 HQ0497  HISTORY     - 1952     GOOD             CGS
 HQ0497  HISTORY     - 1952     GOOD             AMS
 HQ0497  HISTORY     - 1952     GOOD             NGS
 HQ0497  HISTORY     - 19920623 GOOD             LOCENG
 HQ0497
 HQ0497                          STATION DESCRIPTION
 HQ0497
 HQ0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ0497'THE STATION IS LOCATED ABOUT 33 MILES SOUTHEAST OF GOLDFIELD AND
 HQ0497'22 MILES NORTHEAST OF THE SARCOBATUS HIGHWAY MAINTENANCE STATION
 HQ0497'ON U.S. HIGHWAY 95.  THE MARK IS SET 50 YARDS SOUTH OF A TRACK
 HQ0497'ROAD, 40 FEET NORTH OF AN OUTCROP OF RIMROCK AND 4-1/2 FEET
 HQ0497'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS SET FLUSH AND
 HQ0497'STAMPED, MT HELEN 1950.
 HQ0497'
 HQ0497'TO REACH THE STATION FROM THE POST OFFICE IN TONOPAH, GO EAST
 HQ0497'ON U.S. HIGHWAY 6 FOR 12.0 MILES TO AN OILED ROAD TO THE
 HQ0497'RIGHT.  TURN RIGHT AND FOLLOW THIS OILED ROAD IN A SOUTHEASTERLY
 HQ0497'DIRECTION FOR 19.4 MILES TO A FORK.  PROCEED STRAIGHT AHEAD FOR
 HQ0497'2.8 MILES TO THE EDGE OF A DRY LAKE.  (IN WET WEATHER GO AROUND
 HQ0497'THE EASTERN EDGE OF THE LAKE.) CROSS THE DRY LAKE BY GOING
 HQ0497'SOUTHEASTERLY FOR 1.3 MILES TO THE CONTINUATION OF THE OILED
 HQ0497'ROAD.  CONTINUE FOR 3.9 MILES TO A ROAD FORK.  PROCEED
 HQ0497'STRAIGHT AHEAD FOR 2.8 MILES TO ANOTHER FORK.  TAKE THE RIGHT
 HQ0497'FORK AND GO 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK, OILED
 HQ0497'ROAD, AND GO 1.2 MILES TO A ROAD FORK.  TAKE THE LEFT FORK AND
 HQ0497'GO 4.1 MILES TO THE NORTHWEST END OF A PAVED AIRSTRIP.  CONTINUE
 HQ0497'ON THE PAVED AIRSTRIP TO ITS SOUTHWEST END, 0.9 MILE.  TAKE
 HQ0497'THE RIGHT FORK AT THE END OF THE AIRSTRIP AND GO 3.6 MILES
 HQ0497'TO A T-ROAD AND BORROW PIT.  TURN LEFT FOR 1.0 MILE TO A
 HQ0497'CROSSROAD AND THE AZIMUTH MARK FOR STATION MAL ON THE
 HQ0497'RIGHT.  CONTINUE STRAIGHT AHEAD ON A ONCE BLADED ROAD FOR
 HQ0497'5.2 MILES TO A FORK.  KEEP THE LEFT FORK FOR 0.3 MILE TO
 HQ0497'A FORK.  KEEP THE LEFT FORK FOR 1.3 MILES TO A FORK.  TAKE
 HQ0497'THE RIGHT FORK FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK
 HQ0497'FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 7.05 MILES TO A
 HQ0497'ROAD FORK.  TAKE THE RIGHT FORK FOR 0.15 TO A ROAD RIGHT.  (THIS
 HQ0497'IS THE TURNOFF TO STATION MT HELEN.) CONTINUE STRAIGHT
 HQ0497'AHEAD FOR 0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED
 HQ0497'ABOVE.  A DRIVE STATION.
 HQ0497
 HQ0497                          STATION RECOVERY (1952)
 HQ0497
 HQ0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 HQ0497'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0497'AT BEATTY, THENCE 12.75 MILES NORTH ALONG A WINDING TRACK ROAD,
 HQ0497'THENCE 0.15 MILE NORTHWEST ALONG A TRACK ROAD, THENCE 0.75
 HQ0497'MILE NORTHEAST ALONG A TRACK ROAD, THENCE 7.45 MILES NORTH ALONG
 HQ0497'A TRACK ROAD, THENCE 4.8 MILES NORTHEAST ALONG A TRACK ROAD, ON
 HQ0497'THE NORTHWEST POINT OF A FLAT TOPPED ROCKY BLUFF, 210 FEET
 HQ0497'SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 4 FEET SOUTHWEST
 HQ0497'OF A WITNESS POST, FLUSH WITH THE GROUND, AN AZIMUTH
 HQ0497'MARK DISK SET IN THE TOP OF A FLAT ROCK, STAMPED MT HELEN
 HQ0497'1950.
 HQ0497
 HQ0497                          STATION RECOVERY (1952)
 HQ0497
 HQ0497'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ0497'STATION FOUND IN GOOD CONDITION.
 HQ0497'
 HQ0497'THE STATION IS LOCATED ON THE NW POINT OF A CIRCULAR SHELF OF
 HQ0497'LOW RIMROCK, 6 FEET HIGH.  208 FEET SE OF THE CENTER LINE OF THE
 HQ0497'SW-NE ROAD.  67 FEET NW OF THE NW POINT OF A HIGHER SHELF OF
 HQ0497'RIMROCK.  50 FEET NW OF A LARGE ISOLATED BOULDER.  31 FEET WNW OF
 HQ0497'A SMALL ISOLATED BOULDER.  44 FEET WNW OF A LARGER ISOLATED
 HQ0497'BOULDER.
 HQ0497'
 HQ0497'THE STATION MARK IS A STANDARD AZIMUTH MARK DISK SET IN A
 HQ0497'DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND, STAMPED
 HQ0497'MT HELEN 1950.
 HQ0497
 HQ0497                          STATION RECOVERY (1952)
 HQ0497
 HQ0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 HQ0497'44.6 MI N FROM BEATTY.
 HQ0497'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0497'AT BEATTY, THENCE 12.75 MILES NORTH ALONG A WINDING TRACK ROAD,
 HQ0497'THENCE 0.15 MILE NORTHWEST ALONG A TRACK ROAD, THENCE 0.75 MILE
 HQ0497'NORTHEAST ALONG A TRACK ROAD, THENCE 7.45 MILES NORTH ALONG A
 HQ0497'TRACK ROAD, THENCE 4.8 MILES NORTHEAST ALONG A TRACK ROAD, ON
 HQ0497'THE NORTHWEST POINT OF A FLAT TOPPED ROCKY BLUFF, 210 FEET
 HQ0497'SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 4 FEET SOUTHWEST
 HQ0497'OF A WITNESS POST, FLUSH WITH THE GROUND, SET IN THE TOP OF A
 HQ0497'FLAT ROCK.
 HQ0497
 HQ0497                          STATION RECOVERY (1992)
 HQ0497
 HQ0497'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0905 ***********************************************************************
 LR0905  DESIGNATION -  MT LEWIS
 LR0905  PID         -  LR0905
 LR0905  STATE/COUNTY-  NV/LANDER
 LR0905  USGS QUAD   -  MT LEWIS (1985)
 LR0905
 LR0905                         *CURRENT SURVEY CONTROL
 LR0905  ___________________________________________________________________
 LR0905* NAD 83(1994)-  40 24 12.28987(N)    116 51 41.30156(W)     ADJUSTED  
 LR0905* NAVD 88     -      2949.8    (meters)    9678.     (feet)  VERTCON   
 LR0905  ___________________________________________________________________
 LR0905  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 LR0905  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 LR0905
 LR0905  HORZ ORDER  -  FIRST
 LR0905
 LR0905.The horizontal coordinates were established by classical geodetic methods
 LR0905.and adjusted by the National Geodetic Survey in June 1998..
 LR0905
 LR0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0905
 LR0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0905
 LR0905.The geoid height was determined by GEOID03.
 LR0905
 LR0905;                    North         East     Units Scale Factor Converg.
 LR0905;SPC NV C     - 6,627,420.648   483,464.721   MT  0.99990336   -0 07 34.6
 LR0905;SPC NV C     -21,743,462.58  1,586,167.17   sFT  0.99990336   -0 07 34.6
 LR0905;UTM  11      - 4,472,542.985   511,754.775   MT  0.99960170   +0 05 23.2
 LR0905
 LR0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0905!SPC NV C     -   0.99954066  x   0.99990336  =   0.99944407
 LR0905!UTM  11      -   0.99954066  x   0.99960170  =   0.99914254
 LR0905
 LR0905:                Primary Azimuth Mark                     Grid Az
 LR0905:SPC NV C     -  AIRWAY BCN 36 SAN FRAN SALT LK           017 18 24.1
 LR0905:UTM  11      -  AIRWAY BCN 36 SAN FRAN SALT LK           017 05 26.3
 LR0905
 LR0905|---------------------------------------------------------------------|
 LR0905| PID    Reference Object                     Distance      Geod. Az  |
 LR0905|                                                           dddmmss.s |
 LR0905| LR0921 AIRWAY BCN 36 SAN FRAN SALT LK      APPROX.30.2 KM 0171049.5 |
 LR0905| LR0924 RNG BATTLE MOUNTAIN RADIO BAM       APPROX.15.0 KM 0220556.2 |
 LR0905| DD5487 MT LEWIS RM 2                         7.315 METERS 09958     |
 LR0905| LR0841 AIR BEACON REESE RIVER VALLEY       APPROX.41.8 KM 2611534.1 |
 LR0905| DD5488 MT LEWIS RM 3 AZIMUTH                              2750227.5 |
 LR0905| DD5486 MT LEWIS RM 1                         6.462 METERS 31525     |
 LR0905| LR0932 AIR BEACON BATTLE MTN AIRPORT       APPROX.27.2 KM 3452537.1 |
 LR0905|---------------------------------------------------------------------|
 LR0905
 LR0905                          SUPERSEDED SURVEY CONTROL
 LR0905
 LR0905  NAD 83(1986)-  40 24 12.29313(N)    116 51 41.29468(W) AD(       ) 1
 LR0905  NAD 27      -  40 24 12.59300(N)    116 51 37.94800(W) AD(       ) 1
 LR0905  NGVD 29 (07/19/86) 2948.5    (m)         9674.     (f) VERT ANG       
 LR0905
 LR0905.Superseded values are not recommended for survey control.
 LR0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0905.See file dsdata.txt to determine how the superseded data were derived.
 LR0905
 LR0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE1175572543(NAD 83)
 LR0905_MARKER: DD = SURVEY DISK
 LR0905_SETTING: 66 = SET IN ROCK OUTCROP
 LR0905_PROJECTION: FLUSH
 LR0905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0905+STABILITY: POSITION/ELEVATION WELL
 LR0905
 LR0905  HISTORY     - Date     Condition        Report By
 LR0905  HISTORY     - 1934     MONUMENTED       CGS
 LR0905  HISTORY     - 1937     GOOD             USGS
 LR0905  HISTORY     - 1958     GOOD             CGS
 LR0905
 LR0905                          STATION DESCRIPTION
 LR0905
 LR0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 LR0905'ON THE HIGHEST POINT OF MOUNT LEWIS ABOUT 14 MILES SOUTHEAST
 LR0905'OF THE TOWN OF BATTLE MOUNTAIN.  THE PEAK IS LOCALLY KNOWN
 LR0905'AS MOUNT LEWIS OR BLUE DICK.  STATION IS PLACED ON THE SPOT
 LR0905'THAT WAS INTERSECTED BY THE GEOLOGICAL SURVEY.  STATION IS
 LR0905'EASILY IDENTIFIED FROM THE REESE RIVER VALLEY AS IT IS THE
 LR0905'HIGHEST PEAK ON THE SKYLINE AND SHOWS AS THE MIDDLE PEAK OF
 LR0905'THREE.
 LR0905'
 LR0905'REACHED FROM BATTLE MOUNTAIN BY GOING SOUTHEAST ON U.S. HIGHWAY
 LR0905'40 FOR 0.4 MILES, TURN RIGHT ON A GRAVELED ROAD, WHICH IS THE
 LR0905'AUSTIN ROAD, AND FOLLOW FOR 9.1 MILES TO A GRAVEL ROAD, TURN
 LR0905'LEFT (EAST) AND FOLLOW 3.6 MILES TO SOME BUILDINGS AT THE
 LR0905'SOUTH OF LEWIS CANYON.  FROM HERE FOLLOW ROAD UP LEWIS CANYON,
 LR0905'3.3 MILES TO A CORRAL AT END OF TRUCK TRAVEL.  FROM END OF
 LR0905'TRUCK TRAVEL CLIMB UP THE RIDGE ON THE NORTH SIDE OF CANYON AND
 LR0905'FOLLOW, UP RIDGE, TO THE HIGHEST POINT AND STATION.
 LR0905'
 LR0905'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS.
 LR0905'
 LR0905'AZIMUTH MARK IS ON THE WEST SIDE OF THE HIGH POINT 1/4 MILE
 LR0905'SOUTHWEST OF STATION.
 LR0905'
 LR0905'NOTE--STATION MARK MAY BECOME COVERED WITH SHALE ROCK WHICH
 LR0905'COVERS THE PEAK BUT REFERENCE MARKS WILL ALWAYS BE VISIBLE.
 LR0905
 LR0905                          STATION RECOVERY (1937)
 LR0905
 LR0905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1937
 LR0905'RECOVERED AS DESCRIBED BY NGS IN 1934 IN DESCRIPTION LIST 40 116 3,
 LR0905'STATION 1001.
 LR0905
 LR0905                          STATION RECOVERY (1958)
 LR0905
 LR0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0905'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 LR0905'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 LR0905'
 LR0905'THE STATION IS LOCATED ON THE SUMMIT OF A SHARP, ROCKY PEAK
 LR0905'THAT IS KNOWN LOCALLY AS MOUNT LEWIS AND IS THE HIGHEST IN
 LR0905'THE VICINITY.  IT IS ABOUT 17 MILES AIRLINE SOUTH-SOUTHEAST
 LR0905'OF BATTLE MOUNTAIN.
 LR0905'
 LR0905'TO REACH FROM THE POST OFFICE IN BATTLE MOUNTAIN, GO SOUTHEAST
 LR0905'ON U.S. HIGHWAY 40 FOR 0.15 MILE TO A SIDE ROAD RIGHT, JUST
 LR0905'AFTER PASSING A SHELL GAS STATION.  TURN RIGHT AND GO SOUTHEAST
 LR0905'FOR 0.15 MILE TO A FORK.  TAKE RIGHT FORK AND GO SOUTH ON
 LR0905'GRAVELED ROAD FOR 10.1 MILES TO A FORK.  TAKE LEFT FORK AND
 LR0905'GO SOUTHEAST TOWARDS MOUNTAIN FOR 3.6 MILES TO A SIDE ROAD
 LR0905'RIGHT AT MOUTH OF CANYON.  CONTINUE STRAIGHT AHEAD, UP CANYON,
 LR0905'FOR 2.5 MILES TO A SIDE ROAD LEFT.  TURN SHARP LEFT AND GO
 LR0905'UP STEEP GRADE ON MINING ROAD FOR 1.0 MILE TO SOME MINE
 LR0905'BUILDINGS.  CONTINUE UPGRADE FOR 0.8 MILE TO A SADDLE.  TURN RIGHT
 LR0905'AND FOLLOW TRACK ROAD ALONG CREST OF RIDGE FOR 0.75 MILE
 LR0905'TO ITS END.  FROM HERE PACK SOUTHWEST, KEEPING TO RIGHT OF
 LR0905'SMALL, JAGGED PEAK A SHORT DISTANCE AHEAD, THEN BEAR LEFT
 LR0905'UP TO SADDLE AT ITS SOUTH SIDE.  FROM SADDLE PACK
 LR0905'SOUTHWEST UP SLOPE TO CREST OF RIDGE, THEN FOLLOW ALONG
 LR0905'RIDGE TO SUMMIT AND STATION.
 LR0905'
 LR0905'NOTE--PACKING DISTANCE IS ABOUT 1-1/2 MILES AND REQUIRES 2 HOURS.
 LR0905'
 LR0905'THE STATION MARK IS A STANDARD DISK STAMPED MT LEWIS 1934,
 LR0905'CEMENTED IN A DRILL HOLE IN BEDROCK IN A 3-FOOT-DIAMETER
 LR0905'DEPRESSION THAT IS ABOUT 1 FOOT LOWER THAN THE SURROUNDING
 LR0905'BEDROCK.
 LR0905'
 LR0905'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MT LEWIS
 LR0905'NO 1 1934, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 LR0905'GROUND.  IT IS ABOUT 6 FEET LOWER THAN THE STATION.
 LR0905'
 LR0905'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MT LEWIS
 LR0905'NO 2 1934, CEMENTED IN A DRILL HOLE IN BEDROCK AT THE SHEER
 LR0905'EAST EDGE OF THE PEAK.  IT IS ABOUT 3 FEET LOWER THAN THE
 LR0905'STATION.
 LR0905'
 LR0905'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 LR0905'LEWIS NO 3 1934, CEMENTED IN A DRILL HOLE IN A SMALL BEDROCK
 LR0905'LEDGE.  IT IS LOCATED ON A ROCKY BLUFF ON THE NORTH SLOPE
 LR0905'OF THE GRASSY, ROUND-TOPPED HILL THAT LIES WEST OF THE STATION.
 LR0905'7 FEET EAST OF A CAIRN, 110 YARDS NORTH OF HIGHEST POINT
 LR0905'OF HILL AND ABOUT 50 FEET LOWER THAN HIGHEST POINT.  TO
 LR0905'REACH FROM STATION, PACK WEST FOR ABOUT 1/2 MILE TO BLUFF ON
 LR0905'NORTH SLOPE OF GRASSY HILL AND THE AZIMUTH MARK.
 LR0905'
 LR0905'NO DIRECTIONS AVAILABLE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0907 ***********************************************************************
 LR0907  DESIGNATION -  MT LEWIS 2
 LR0907  PID         -  LR0907
 LR0907  STATE/COUNTY-  NV/LANDER
 LR0907  USGS QUAD   -  MT LEWIS (1985)
 LR0907
 LR0907                         *CURRENT SURVEY CONTROL
 LR0907  ___________________________________________________________________
 LR0907* NAD 83(1994)-  40 24 12.28720(N)    116 51 41.29861(W)     ADJUSTED  
 LR0907* NAVD 88     -      2949.8    (meters)    9678.     (feet)  VERTCON   
 LR0907  ___________________________________________________________________
 LR0907  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 LR0907  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 LR0907
 LR0907  HORZ ORDER  -  FIRST
 LR0907
 LR0907.The horizontal coordinates were established by classical geodetic methods
 LR0907.and adjusted by the National Geodetic Survey in June 1998..
 LR0907
 LR0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0907
 LR0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0907
 LR0907.The geoid height was determined by GEOID03.
 LR0907
 LR0907;                    North         East     Units Scale Factor Converg.
 LR0907;SPC NV C     - 6,627,420.566   483,464.791   MT  0.99990336   -0 07 34.6
 LR0907;SPC NV C     -21,743,462.31  1,586,167.40   sFT  0.99990336   -0 07 34.6
 LR0907;UTM  11      - 4,472,542.903   511,754.845   MT  0.99960170   +0 05 23.2
 LR0907
 LR0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0907!SPC NV C     -   0.99954066  x   0.99990336  =   0.99944407
 LR0907!UTM  11      -   0.99954066  x   0.99960170  =   0.99914254
 LR0907
 LR0907|---------------------------------------------------------------------|
 LR0907| PID    Reference Object                     Distance      Geod. Az  |
 LR0907|                                                           dddmmss.s |
 LR0907| DD5491 MT LEWIS 2 RM 4                      12.022 METERS 14907     |
 LR0907| DD5489 MT LEWIS RM 3 AZIMUTH                              2750219.8 |
 LR0907| DD5488 MT LEWIS RM 3 AZIMUTH                              2750225.1 |
 LR0907| DD5490 MT LEWIS 2 RM 3                       7.741 METERS 31326     |
 LR0907|---------------------------------------------------------------------|
 LR0907
 LR0907                          SUPERSEDED SURVEY CONTROL
 LR0907
 LR0907  NAD 83(1986)-  40 24 12.29061(N)    116 51 41.29171(W) AD(       ) 1
 LR0907  NAD 27      -  40 24 12.59191(N)    116 51 37.94965(W) AD(       ) 1
 LR0907  NGVD 29 (07/19/86) 2948.5    (m)         9674.     (f) VERT ANG       
 LR0907
 LR0907.Superseded values are not recommended for survey control.
 LR0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0907.See file dsdata.txt to determine how the superseded data were derived.
 LR0907
 LR0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE1175572543(NAD 83)
 LR0907_MARKER: DS = TRIANGULATION STATION DISK
 LR0907_SETTING: 66 = SET IN ROCK OUTCROP
 LR0907_SP_SET: PARTIALLY EXPOSED BEDROCK
 LR0907
 LR0907  HISTORY     - Date     Condition        Report By
 LR0907  HISTORY     - 1974     MONUMENTED       NGS
 LR0907
 LR0907                          STATION DESCRIPTION
 LR0907
 LR0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LR0907'THE STATION IS LOCATED AT THE HUGE AND HIGHLY VISIBLE RADAR SITE
 LR0907'ATOP MT. LEWIS AND IS ON THE HIGHEST POINT OF MT. LEWIS.  IT IS
 LR0907'ABOUT 17 MILES (AIRLINE) SOUTH-SOUTHEAST OF BATTLE MOUNTAIN.
 LR0907'
 LR0907'TO REACH FROM THE INTERSECTION OF U. S. NO. 40 AND STATE ROUTE 8-A IN
 LR0907'BATTLE MOUNTAIN, GO SOUTHWEST ON ROUTE 8-A FOR 0.9 MILE.  TURN LEFT
 LR0907'(SOUTH) ON GRAVEL ROAD TO MARVELS RANCH JUST AFTER THE OVERPASS AND
 LR0907'GO 1.0 MILE, HERE ROAD CHANGES TO ASPHALT, CONTINUE 8.2 MILES TO A
 LR0907'ROAD LEFT JUST PAST MARVELS RANCH.  BEAR RIGHT STRAIGHT, (SOUTH)
 LR0907'AND GO 2.6 MILES TO A ROAD LEFT, CONTINUE STRAIGHT (SOUTHWEST) FOR
 LR0907'2.25 MILES.  TURN LEFT (EAST) ON GOOD GRADED ROAD AND GO 11.5
 LR0907'MILES (THIS IS 0.2 MILE BEFORE REACHING THE RADAR SITE) TURN RIGHT
 LR0907'(NORTH) ON TRACK ROAD AND GO 0.3 MILE TO A SMALL BROWN BUILDING.
 LR0907'FROM HERE PACK ABOUT 50 METERS UP SPECIAL LADDERS AND TO THE
 LR0907'STATION MARK.
 LR0907'
 LR0907'THE STATION MARK IS A STANDARD USC AND GS TRIANGULATION STATION DISK
 LR0907'STAMPED--MT LEWIS 2 1963 GROUTED IN BEDROCK.  IT IS 7.1 METERS AT
 LR0907'140 DEG FROM A TELEPHONE POLE WITH ANTENNA ATOP.
 LR0907'
 LR0907'REFERENCE MARK NO. 3 IS A STANDARD USC AND GS REFERENCE MARK DISK
 LR0907'STAMPED--MT LEWIS 2 NO 3 1963 GROUTED IN BEDROCK.
 LR0907'
 LR0907'REFERENCE MARK NO. 4 IS A STANDARD USC AND GS REFERENCE MARK DISK
 LR0907'STAMPED--MT LEWIS 2 NO 4 1963 GROUTED IN BEDROCK.
 LR0907'
 LR0907'THE AZIMUTH MARK IS A STANDARD USC AND GS REFERENCE MARK DISK
 LR0907'STAMPED--MT LEWIS NO 3 1934 GROUTED IN ROCK OUTCROPPING.  IT IS
 LR0907'LOCATED AT THE EXTREME NORTHWEST EDGE OF THE RADAR SITE.
 LR0907'
 LR0907'VISIBILITY FROM TRIPOD HEIGHT IS EXCELLENT EXCEPT FOR A SMALL BLOCK
 LR0907'ON THE HORIZON FROM 247 DEG TO 252 DEG MAG. AND THE LOW HORIZON FROM
 LR0907'237 DEG TO 262 DEG MAG.
 LR0907'
 LR0907'4-WHEEL DRIVE VEHICLE IS REQUIRED FOR THE LAST 0.3 MILE TO THE
 LR0907'STATION.  THE ROAD IS OPEN ALL YEAR TO THE RADAR SITE.
 LR0907'
 LR0907'TOTAL DISTANCE FROM BATTLE MOUNTAIN IS 27 MILES WITH APPROXIMATE
 LR0907'DRIVING TIME OF 1-1/4 HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0906 ***********************************************************************
 LR0906  DESIGNATION -  MT LEWIS RADAR
 LR0906  PID         -  LR0906
 LR0906  STATE/COUNTY-  NV/LANDER
 LR0906  USGS QUAD   -  MT LEWIS (1985)
 LR0906
 LR0906                         *CURRENT SURVEY CONTROL
 LR0906  ___________________________________________________________________
 LR0906* NAD 83(1994)-  40 24 13.24682(N)    116 52 05.91218(W)     ADJUSTED  
 LR0906* NAVD 88     -      2928.54   (+/-2cm)    9608.1    (feet)  VERTCON   
 LR0906  ___________________________________________________________________
 LR0906  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 LR0906  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 LR0906
 LR0906  HORZ ORDER  -  FIRST
 LR0906  VERT ORDER  -  THIRD ? (See Below)
 LR0906
 LR0906.The horizontal coordinates were established by classical geodetic methods
 LR0906.and adjusted by the National Geodetic Survey in June 1998..
 LR0906
 LR0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0906.The vertical order pertains to the NGVD 29 superseded value.
 LR0906
 LR0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0906
 LR0906.The geoid height was determined by GEOID03.
 LR0906
 LR0906;                    North         East     Units Scale Factor Converg.
 LR0906;SPC NV C     - 6,627,451.464   482,884.519   MT  0.99990360   -0 07 50.5
 LR0906;SPC NV C     -21,743,563.68  1,584,263.63   sFT  0.99990360   -0 07 50.5
 LR0906;UTM  11      - 4,472,571.604   511,174.637   MT  0.99960154   +0 05 07.3
 LR0906
 LR0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0906!SPC NV C     -   0.99954400  x   0.99990360  =   0.99944764
 LR0906!UTM  11      -   0.99954400  x   0.99960154  =   0.99914572
 LR0906
 LR0906:                Primary Azimuth Mark                     Grid Az
 LR0906:SPC NV C     -  MT LEWIS 2                               093 02 52.7
 LR0906:UTM  11      -  MT LEWIS 2                               092 49 54.9
 LR0906
 LR0906|---------------------------------------------------------------------|
 LR0906| PID    Reference Object                     Distance      Geod. Az  |
 LR0906|                                                           dddmmss.s |
 LR0906| LR0907 MT LEWIS 2                          APPROX. 0.6 KM 0925502.2 |
 LR0906| DD5492 MT LEWIS RADAR RM 1                   7.651 METERS 19249     |
 LR0906| DD5493 MT LEWIS RADAR RM 2                  23.836 METERS 31655     |
 LR0906| DD5488 MT LEWIS RM 3 AZIMUTH                22.291 METERS 34939     |
 LR0906|---------------------------------------------------------------------|
 LR0906
 LR0906                          SUPERSEDED SURVEY CONTROL
 LR0906
 LR0906  NAD 83(1986)-  40 24 13.25022(N)    116 52 05.90537(W) AD(       ) 1
 LR0906  NAD 27      -  40 24 13.55164(N)    116 52 02.56217(W) AD(       ) 1
 LR0906  NGVD 29 (07/19/86) 2927.22   (m)         9603.7    (f) LEVELING    3  
 LR0906
 LR0906.Superseded values are not recommended for survey control.
 LR0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0906.See file dsdata.txt to determine how the superseded data were derived.
 LR0906
 LR0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE1117572572(NAD 83)
 LR0906_MARKER: DD = SURVEY DISK
 LR0906_SETTING: 66 = SET IN ROCK OUTCROP
 LR0906_SP_SET: PARTIALLY EXPOSED BEDROCK
 LR0906
 LR0906  HISTORY     - Date     Condition        Report By
 LR0906  HISTORY     - 1976     MONUMENTED       DMA
 LR0906
 LR0906                          STATION DESCRIPTION
 LR0906
 LR0906'DESCRIBED BY DEFENSE MAP AGENCY 1976
 LR0906'THE STATION IS LOCATED AT THE HUGE AND HIGHLY VISIBLE RADAR SITE
 LR0906'ATOP MT. LEWIS.  IT IS ABOUT 17 MILES (AIRLINE) SOUTH-SOUTHEAST OF
 LR0906'BATTLE MOUNTAIN.
 LR0906'
 LR0906'TO REACH FROM THE INTERSECTION OF U. S. ROUTE 40 AND STATE ROUTE 8-A
 LR0906'IN BATTLE MOUNTAIN, GO SOUTHWEST ON ROUTE 8-A FOR 0.9 MILE.  TURN
 LR0906'LEFT (SOUTH) ON GRAVEL ROAD TO MARVELS RANCH JUST AFTER THE
 LR0906'OVERPASS AND GO 1.0 MILE, HERE ROAD CHANGES TO ASPHALT, CONTINUE
 LR0906'8.2 MILES TO A ROAD LEFT JUST PAST MARVELS RANCH.  BEAR RIGHT
 LR0906'STRAIGHT, (SOUTH) AND GO 2.6 MILES TO A ROAD LEFT, CONTINUE
 LR0906'STRAIGHT (SOUTHWEST) FOR 2.25 MILES.  TURN LEFT (EAST) ON GOOD
 LR0906'GRADED ROAD AND GO 11.7 MILES TO THE MT. LEWIS RADAR SITE AND THE
 LR0906'STATION.
 LR0906'
 LR0906'THE STATION MARK IS A DEFENSE MAPPING AGENCY DISK GROUTED IN BEDROCK
 LR0906'AND IS STAMPED--MT. LEWIS RADAR 1976 TOPO. CENTER.  IT IS ON THE
 LR0906'EXTREME NORTHWEST POINT OF THE CLEARED AND LEVELED AREA OF THE
 LR0906'RADAR SITE.  5.2 METERS NORTH OF THE NORTHWEST CORNER OF THE
 LR0906'CONCRETE FOUNDATION OF THE MOST WESTERLY BUILDING AT THE SITE
 LR0906'AND 6.1 METERS AT 165 DEG MAG. FROM A METAL WITNESS POST WITH DMA
 LR0906'PLAQUE ATTACHED.
 LR0906'
 LR0906'REFERENCE MARK NO. 1 IS A DEFENSE MAPPING AGENCY SURVEY DISK
 LR0906'STAMPED--MT. LEWIS RADAR R. M. 1 1976 TOPO. CENTER GROUTED IN THE
 LR0906'CONCRETE FOUNDATION OF THE MOST WESTERLY BUILDING AT THE SITE.
 LR0906'
 LR0906'REFERENCE MARK NO. 2 IS A DEFENSE MAPPING AGENCY SURVEY DISK
 LR0906'STAMPED--MT. LEWIS RADAR R. M. 2 1976 TOPO. CENTER GROUTED IN
 LR0906'PROMINENT ROCK OUTCROPPING.
 LR0906'
 LR0906'REFERENCE MARK NO. 3 IS A USC AND GS REFERENCE MARK DISK
 LR0906'STAMPED--MT. LEWIS NO 3 1934 GROUTED IN ROCK OUTCROPPING.
 LR0906'
 LR0906'THE AZIMUTH MARK IS A STANDARD USC AND GS TRIANGULATION STATION DISK
 LR0906'STAMPED--MT. LEWIS 2 1963 GROUTED IN BEDROCK AND IS ON THE HIGHEST
 LR0906'POINT OF MT. LEWIS.
 LR0906'
 LR0906'VISIBILITY FROM TRIPOD HEIGHT IS EXCELLENT EXCEPT FROM 53 DEG TO
 LR0906'175 DEG MAG. WHICH IS LIMITED DUE TO BUILDINGS AT THE SITE.
 LR0906'
 LR0906'THIS IS A 2-WHEEL DRIVE STATION OVER GOOD ROAD, HOWEVER, 4-WHEEL
 LR0906'DRIVE IS NEEDED TO REACH THE AZIMUTH MARK.  THE ROAD TO THE RADAR
 LR0906'SITE IS KEPT OPEN ALL THROUGH THE WINTER.
 LR0906'
 LR0906'TOTAL DISTANCE FROM BATTLE MOUNTAIN IS 27 MILES WITH APPROXIMATE
 LR0906'DRIVING TIME OF 1-1/4 HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0314 ***********************************************************************
 KP0314  DESIGNATION -  MT MORIAH
 KP0314  PID         -  KP0314
 KP0314  STATE/COUNTY-  NV/WHITE PINE
 KP0314  USGS QUAD   -  MOUNT MORIAH (1993)
 KP0314
 KP0314                         *CURRENT SURVEY CONTROL
 KP0314  ___________________________________________________________________
 KP0314* NAD 83(1994)-  39 16 23.46571(N)    114 11 55.78252(W)     ADJUSTED  
 KP0314* NAVD 88     -      3679.6    (meters)   12072.     (feet)  VERTCON   
 KP0314  ___________________________________________________________________
 KP0314  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 KP0314  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 KP0314
 KP0314  HORZ ORDER  -  THIRD
 KP0314
 KP0314.The horizontal coordinates were established by classical geodetic methods
 KP0314.and adjusted by the National Geodetic Survey in June 1998..
 KP0314
 KP0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0314
 KP0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0314
 KP0314.The geoid height was determined by GEOID03.
 KP0314
 KP0314;                    North         East     Units Scale Factor Converg.
 KP0314;SPC NV E     - 8,502,837.695   319,462.504   MT  1.00007566   +0 52 35.5
 KP0314;SPC NV E     -27,896,393.34  1,048,103.23   sFT  1.00007566   +0 52 35.5
 KP0314;UTM  11      - 4,350,833.750   741,642.179   MT  1.00031901   +1 46 26.6
 KP0314
 KP0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0314!SPC NV E     -   0.99942610  x   1.00007566  =   0.99950172
 KP0314!UTM  11      -   0.99942610  x   1.00031901  =   0.99974493
 KP0314
 KP0314:                Primary Azimuth Mark                     Grid Az
 KP0314:SPC NV E     -  HILLTOP                                  031 31 24.5
 KP0314:UTM  11      -  HILLTOP                                  030 37 33.4
 KP0314
 KP0314|---------------------------------------------------------------------|
 KP0314| PID    Reference Object                     Distance      Geod. Az  |
 KP0314|                                                           dddmmss.s |
 KP0314| KP0312 HILLTOP                             APPROX.25.8 KM 0322400.0 |
 KP0314|---------------------------------------------------------------------|
 KP0314
 KP0314                          SUPERSEDED SURVEY CONTROL
 KP0314
 KP0314  NAD 83(1994)-  39 16 23.46560(N)    114 11 55.78261(W) AD(       ) 3
 KP0314  NAD 83(1986)-  39 16 23.45987(N)    114 11 55.78264(W) AD(       ) 3
 KP0314  NAD 27      -  39 16 23.66693(N)    114 11 52.78285(W) AD(       ) 3
 KP0314  NGVD 29 (07/19/86) 3678.0    (m)        12067.     (f) VERT ANG       
 KP0314
 KP0314.Superseded values are not recommended for survey control.
 KP0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0314.See file dsdata.txt to determine how the superseded data were derived.
 KP0314
 KP0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD4164250834(NAD 83)
 KP0314_MARKER: DD = SURVEY DISK
 KP0314_SETTING: 66 = SET IN ROCK OUTCROP
 KP0314_SP_SET: SET IN BEDROCK
 KP0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0314+STABILITY: POSITION/ELEVATION WELL
 KP0314
 KP0314  HISTORY     - Date     Condition        Report By
 KP0314  HISTORY     - 1958     MONUMENTED       USGS
 KP0314
 KP0314                          STATION DESCRIPTION
 KP0314
 KP0314'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KP0314'LOCATED ABOUT 30.0 MI. E. OF ELY, NEVADA, 10.0 MI. N. OF SACRAMENTO
 KP0314'PASS AND U.S. HIGHWAYS 6-50, ON TOP OF MT. MORIAH IN THE SNAKE RANGE.
 KP0314'
 KP0314'TO REACH FROM BAKER POST OFFICE AND GENERAL STORE, DRIVE NW. ON UTAH
 KP0314'STATE HIGHWAY 73 FOR 5.2 MI., TURN LEFT (W.) ON U.S. HIGHWAYS 6-50
 KP0314'FOR 10.2 MI. TO THE SUMMIT OF SACRAMENTO PASS, CONTINUE W. 3.7 MI.,
 KP0314'TURN RIGHT (W. AND N.) ON GRAVEL RD. FOR 8.0 MI. TO NIGGER CREEK ROAD,
 KP0314'CONTINUE STRAIGHT AHEAD ON RIGHT FORK (N.) FOR 3.8 MI., TAKE RIGHT
 KP0314'FORK JUST BEFORE REACHING CATTLEGUARD AND GO E. ALONG FENCE LINE AND
 KP0314'UP THE HILL 6.0 MI. TO TOP, TAKE RIGHT FORK SE. (TOWARDS DOG SPRING)
 KP0314'3.3 MI., TAKE RIGHT FORK (THE MAIN RD.) SE. FOR 0.1 MI. TO USFS CABIN
 KP0314'ON RIGHT, CONTINUE SE. FOR 0.8 MI. TO DEADMAN CREEK, CROSS CREEK (SE.)
 KP0314'0.3 MI. TO SHEEP CORRAL ON THE RIGHT, CONTINUE SE. TO GROVE OF QUAKING
 KP0314'ASPEN AND END OF RD.  FROM THIS POINT A 4-WHEEL DRIVE CAN BE
 KP0314'NEGOTIATED ANOTHER MI. TO THE SE. TO PICK UP THE TRAIL WHICH RUNS SE.
 KP0314'TO DOG SPRING MEADOWS.  (THE TRAIL IS ON THE N. AND E. SIDE OF THE
 KP0314'RIDGE TO THE S.)  PACK SE. ALONG TRAIL INTO BOTTOM OF CANYON, THEN
 KP0314'FOLLOW SWITCHBACK TRAIL E. UP SIDE OF CANYON ALONG ROCK SLIDE TO DOG
 KP0314'SPRING MEADOWS, LEAVE TRAIL AND BEGIN ASCENDING SLOPE TO THE S.
 KP0314'WORKING AROUND FROM THE E. TO THE SADDLE OF THE S. SIDE, FROM THE
 KP0314'SADDLE CLIMB THE BARREN RIDGE TO THE SW. AND THENCE W. ALONG ROCKY
 KP0314'SADDLE TO HIGHEST POINT AND STATION.  A 2-1/2 HOUR PACK.
 KP0314'
 KP0314'STATION MARK--STANDARD TABLET, STAMPED ---MT MORIAH 1958---, CEMENTED
 KP0314'IN OUTCROPPING BEDROCK.  (NOTE--STATION MARK IS 4.02 FT. SW. AND 0.4
 KP0314'FT. LOWER THAN HIGHEST POINT AND NGS 1883 CAIRN.)
 KP0314'
 KP0314'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 KP0314'1 1958---, CEMENTED IN OUTCROPPING BEDROCK, 26.36 FT. FROM STATION
 KP0314'MARK AND ABOUT 2 FT. LOWER, S 00 DEG 40 MIN W.
 KP0314'
 KP0314'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO
 KP0314'2 1958---, CEMENTED IN OUTCROPPING BEDROCK, 12.94 FT. FROM STATION
 KP0314'MARK AND 0.5 FT. LOWER, S 51 DEG 19 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1309 ***********************************************************************
 JR1309  DESIGNATION -  MT WILSON
 JR1309  PID         -  JR1309
 JR1309  STATE/COUNTY-  NV/LYON
 JR1309  USGS QUAD   -  WILSON CANYON (1986)
 JR1309
 JR1309                         *CURRENT SURVEY CONTROL
 JR1309  ___________________________________________________________________
 JR1309* NAD 83(1994)-  38 51 03.05952(N)    119 13 13.02257(W)     ADJUSTED  
 JR1309* NAVD 88     -      2067.0    (meters)    6781.     (feet)  VERTCON   
 JR1309  ___________________________________________________________________
 JR1309  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 JR1309  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 JR1309
 JR1309  HORZ ORDER  -  THIRD
 JR1309
 JR1309.The horizontal coordinates were established by classical geodetic methods
 JR1309.and adjusted by the National Geodetic Survey in June 1998..
 JR1309
 JR1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR1309
 JR1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1309
 JR1309.The geoid height was determined by GEOID03.
 JR1309
 JR1309;                    North         East     Units Scale Factor Converg.
 JR1309;SPC NV W     - 4,455,235.163   744,712.881   MT  0.99993763   -0 23 58.4
 JR1309;SPC NV W     -14,616,884.03  2,443,278.84   sFT  0.99993763   -0 23 58.4
 JR1309;UTM  11      - 4,302,567.876   307,328.347   MT  1.00005714   -1 23 35.5
 JR1309
 JR1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR1309!SPC NV W     -   0.99967969  x   0.99993763  =   0.99961734
 JR1309!UTM  11      -   0.99967969  x   1.00005714  =   0.99973681
 JR1309
 JR1309                          SUPERSEDED SURVEY CONTROL
 JR1309
 JR1309  NAD 83(1992)-  38 51 03.06278(N)    119 13 13.00690(W) AD(       ) 3
 JR1309  NGVD 29 (03/15/94) 2065.9    (m)         6778.     (f) VERT ANG       
 JR1309
 JR1309.Superseded values are not recommended for survey control.
 JR1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1309.See file dsdata.txt to determine how the superseded data were derived.
 JR1309
 JR1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD0732802568(NAD 83)
 JR1309_MARKER: 72 = CAIRN
 JR1309
 JR1309  HISTORY     - Date     Condition        Report By
 JR1309  HISTORY     - 1890     FIRST OBSERVED   USGS
 JR1309  HISTORY     - 1913     GOOD             USGS
 JR1309  HISTORY     - 1955     GOOD             USGS
 JR1309
 JR1309                          STATION DESCRIPTION
 JR1309
 JR1309'DESCRIBED BY US GEOLOGICAL SURVEY 1890
 JR1309'SEE 1955 RECOVERY FOR DESCRIPTION.
 JR1309'
 JR1309'STATION MARK--CENTER OF CAIRN.
 JR1309'
 JR1309'RM 1--BRONZE TABLET, STAMPING UNKNOWN, IN SOLID ROCK.
 JR1309'
 JR1309'RM 2--7-FT HIGH CAIRN ON LEDGE OF ROCK.
 JR1309
 JR1309                          STATION RECOVERY (1913)
 JR1309
 JR1309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1913
 JR1309'RECOVERED AS DESCRIBED BY USGS.
 JR1309
 JR1309                          STATION RECOVERY (1955)
 JR1309
 JR1309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JR1309'DESCRIBED BY USGS.  RM 1 NOT FOUND.
 JR1309'
 JR1309'LOCATED ABOUT 10 MI SW. OF YERINGTON.  ON HIGHEST POINT OF
 JR1309'MOUNTAIN RANGE BETWEEN SMITH VALLEY AND MASON VALLEY.
 JR1309'
 JR1309'TO REACH FROM SMITH POST OFFICE, DRIVE TOWARD YERINGTON ON STATE
 JR1309'HWY. 3 TO BRIDGE AT ENTRANCE TO WILSON CANYON.  CROSS BRIDGE AND
 JR1309'TURN LEFT 0.2 MI TO END OF RD.  PACK NW. UP RIDGE TO TOP AND
 JR1309'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1801 ***********************************************************************
 GR1801  DESIGNATION -  MTN SPRING
 GR1801  PID         -  GR1801
 GR1801  STATE/COUNTY-  NV/CLARK
 GR1801  USGS QUAD   -  BLUE DIAMOND (1982)
 GR1801
 GR1801                         *CURRENT SURVEY CONTROL
 GR1801  ___________________________________________________________________
 GR1801* NAD 83(1994)-  36 02 09.39555(N)    115 28 56.65574(W)     ADJUSTED  
 GR1801* NAVD 88     -      2025.0    (meters)    6644.     (feet)  VERTCON   
 GR1801  ___________________________________________________________________
 GR1801  LAPLACE CORR-          -7.57  (seconds)                    DEFLEC99
 GR1801  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GR1801
 GR1801  HORZ ORDER  -  THIRD
 GR1801
 GR1801.The horizontal coordinates were established by classical geodetic methods
 GR1801.and adjusted by the National Geodetic Survey in June 1998..
 GR1801
 GR1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1801
 GR1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1801
 GR1801.The geoid height was determined by GEOID03.
 GR1801
 GR1801;                    North         East     Units Scale Factor Converg.
 GR1801;SPC NV E     - 8,142,663.021   209,095.088   MT  0.99990102   +0 03 33.8
 GR1801;SPC NV E     -26,714,720.26    686,006.13   sFT  0.99990102   +0 03 33.8
 GR1801;UTM  11      - 3,989,000.433   636,720.158   MT  0.99983032   +0 53 34.5
 GR1801
 GR1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1801!SPC NV E     -   0.99968650  x   0.99990102  =   0.99958755
 GR1801!UTM  11      -   0.99968650  x   0.99983032  =   0.99951688
 GR1801
 GR1801:                Primary Azimuth Mark                     Grid Az
 GR1801:SPC NV E     -  WILSON                                   358 40 14.9
 GR1801:UTM  11      -  WILSON                                   357 50 14.2
 GR1801
 GR1801|---------------------------------------------------------------------|
 GR1801| PID    Reference Object                     Distance      Geod. Az  |
 GR1801|                                                           dddmmss.s |
 GR1801| GR1809 WILSON                              APPROX. 6.4 KM 3584348.7 |
 GR1801|---------------------------------------------------------------------|
 GR1801
 GR1801                          SUPERSEDED SURVEY CONTROL
 GR1801
 GR1801  NAD 83(1992)-  36 02 09.39811(N)    115 28 56.66188(W) AD(       ) 3
 GR1801  NAD 83(1992)-  36 02 09.39182(N)    115 28 56.65558(W) AD(       ) 3
 GR1801  NAD 83(1986)-  36 02 09.39069(N)    115 28 56.65303(W) AD(       ) 3
 GR1801  NGVD 29 (05/01/88) 2024.1    (m)         6641.     (f) VERT ANG       
 GR1801
 GR1801.Superseded values are not recommended for survey control.
 GR1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1801.See file dsdata.txt to determine how the superseded data were derived.
 GR1801
 GR1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV3672089000(NAD 83)
 GR1801_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GR1801_SETTING: 66 = SET IN ROCK OUTCROP
 GR1801_SP_SET: SET IN BEDROCK
 GR1801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1801+STABILITY: POSITION/ELEVATION WELL
 GR1801
 GR1801  HISTORY     - Date     Condition        Report By
 GR1801  HISTORY     - 1950     MONUMENTED       USGS
 GR1801  HISTORY     - 1950     MARK NOT FOUND   USGS
 GR1801
 GR1801                          STATION DESCRIPTION
 GR1801
 GR1801'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GR1801'STATION MARK NOT FOUND.  NEW STATION MARK SET AT APPROXIMATE
 GR1801'LOCATION OF CHISELED CROSS.
 GR1801'
 GR1801'LOCATED ABOUT 24 MI SE. OF LAS VEGAS, 17 MI W. OF ARDEN, 3 MI
 GR1801'SSW. OF WILSONS RANCH.  ON BRUSHY TOP JUST W. OF VERTICAL CLIFFS.
 GR1801'
 GR1801'REACHED BY HELICOPTER FROM LAS VEGAS LANDING AT STATION.
 GR1801'
 GR1801'STATION MARK--STANDARD TABLET STAMPED---MTN SPR 1950---, CEMENTED
 GR1801'IN SOLID ROCK.
 GR1801'
 GR1801'RM 1--STANDARD RM TABLET STAMPED---1 1950---, CEMENTED IN ROCK.
 GR1801'
 GR1801'RM 2--OLD BRONZE TRIANGULATION TABLET, UNSTAMPED, CEMENTED IN
 GR1801'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0821 ***********************************************************************
 GR0821  DESIGNATION -  MUD
 GR0821  PID         -  GR0821
 GR0821  STATE/COUNTY-  NV/CLARK
 GR0821  USGS QUAD   -  MOAPA EAST (1983)
 GR0821
 GR0821                         *CURRENT SURVEY CONTROL
 GR0821  ___________________________________________________________________
 GR0821* NAD 83(1994)-  36 40 04.43970(N)    114 33 52.88950(W)     ADJUSTED  
 GR0821* NAVD 88     -       478.058  (meters)    1568.43   (feet)  POSTED    
 GR0821  ___________________________________________________________________
 GR0821  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 GR0821  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 GR0821  DYNAMIC HT  -         477.610 (meters)    1566.96  (feet)  COMP
 GR0821  MODELED GRAV-     979,679.2   (mgal)                       NAVD 88
 GR0821
 GR0821  HORZ ORDER  -  SECOND
 GR0821  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0821
 GR0821.The horizontal coordinates were established by classical geodetic methods
 GR0821.and adjusted by the National Geodetic Survey in June 1998..
 GR0821
 GR0821.The orthometric height was determined by differential leveling
 GR0821.and adjusted by the National Geodetic Survey in 1992..
 GR0821.No vertical observational check was made to the station.
 GR0821.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0821.was located on a no-check spur therefore a value was not computed.
 GR0821
 GR0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0821
 GR0821.The geoid height was determined by GEOID03.
 GR0821
 GR0821.The dynamic height is computed by dividing the NAVD 88
 GR0821.geopotential number by the normal gravity value computed on the
 GR0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0821.degrees latitude (g = 980.6199 gals.).
 GR0821
 GR0821.The modeled gravity was interpolated from observed gravity values.
 GR0821
 GR0821;                    North         East     Units Scale Factor Converg.
 GR0821;SPC NV E     - 8,213,260.113   291,056.099   MT  1.00000212   +0 36 30.1
 GR0821;SPC NV E     -26,946,337.55    954,906.55   sFT  1.00000212   +0 36 30.1
 GR0821;UTM  11      - 4,060,795.562   717,641.854   MT  1.00018361   +1 27 17.6
 GR0821
 GR0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0821!SPC NV E     -   0.99992922  x   1.00000212  =   0.99993134
 GR0821!UTM  11      -   0.99992922  x   1.00018361  =   1.00011281
 GR0821
 GR0821|---------------------------------------------------------------------|
 GR0821| PID    Reference Object                     Distance      Geod. Az  |
 GR0821|                                                           dddmmss.s |
 GR0821| GR0820 MUD RM 1                              9.808 METERS 06036     |
 GR0821| GR0817 ACE                                 APPROX. 4.9 KM 0765651.6 |
 GR0821| GR0819 MUD RM 2                              9.897 METERS 18052     |
 GR0821| CC5670 MUD WP                                2.300 METERS 22535     |
 GR0821|---------------------------------------------------------------------|
 GR0821
 GR0821                          SUPERSEDED SURVEY CONTROL
 GR0821
 GR0821  NAD 83(1994)-  36 40 04.43926(N)    114 33 52.88757(W) AD(       ) 2
 GR0821  NAD 83(1992)-  36 40 04.43854(N)    114 33 52.88802(W) AD(       ) 2
 GR0821  NAD 83(1986)-  36 40 04.43245(N)    114 33 52.88276(W) AD(       ) 2
 GR0821  NAD 27      -  36 40 04.52500(N)    114 33 49.93700(W) AD(       ) 2
 GR0821  NGVD 29 (??/??/92)  477.404  (m)         1566.28   (f) ADJ UNCH    2 0
 GR0821
 GR0821.Superseded values are not recommended for survey control.
 GR0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0821.See file dsdata.txt to determine how the superseded data were derived.
 GR0821
 GR0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1764260796(NAD 83)
 GR0821_MARKER: DS = TRIANGULATION STATION DISK
 GR0821_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0821_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0821_STAMPING: MUD 1957
 GR0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0821
 GR0821  HISTORY     - Date     Condition        Report By
 GR0821  HISTORY     - 1957     MONUMENTED       CGS
 GR0821  HISTORY     - 1957     GOOD             CGS
 GR0821  HISTORY     - 1972     GOOD             LAWPC
 GR0821  HISTORY     - 1972     GOOD             USE
 GR0821
 GR0821                          STATION DESCRIPTION
 GR0821
 GR0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR0821'THE STATION IS LOCATED ABOUT 0.2 MILE NORTHEAST OF GLENDALE, ON
 GR0821'THE SUMMIT OF A LOW DIRT HILL WHICH IS AT THE WEST END OF A
 GR0821'RANGE OF LOW HILLS.
 GR0821'
 GR0821'TO REACH FROM GLENDALE, GO NORTHEAST ON U.S. HIGHWAY 91 FOR
 GR0821'0.15 MILE TO A GATE AND A SIDE ROAD LEFT.  TURN LEFT (NORTH)
 GR0821'AND GO 0.05 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT (EAST)
 GR0821'AND DRIVE ABOUT 0.1 MILE TO END OF TRUCK TRAVEL AT BASE OF HILL.
 GR0821'PACK EAST UP HILL FOR ABOUT 50 FEET TO STATION AT SUMMIT.
 GR0821'
 GR0821'THE STATION MARK, STAMPED MUD 1957, IS A STANDARD BRONZE DISK
 GR0821'CEMENTED IN THE TOP OF A 6 INCH SOIL PIPE WHICH PROJECTS 6
 GR0821'INCHES.  IT IS 7.55 FEET NORTHEAST OF A WHITE WITNESS POST.
 GR0821'
 GR0821'REFERENCE MARK NO. 1, STAMPED MUD NO 1 1957, IS A STANDARD
 GR0821'BRONZE DISK CEMENTED IN THE TOP OF A 6 INCH SOIL PIPE WHICH
 GR0821'PROJECTS 12 INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION
 GR0821'MARK.
 GR0821'
 GR0821'REFERENCE MARK NO. 2, STAMPED MUD NO 2 1957, IS A STANDARD
 GR0821'BRONZE DISK CEMENTED IN THE TOP OF A 6 INCH SOIL PIPE WHICH
 GR0821'PROJECTS 6 INCHES.  IT IS ABOUT 6 FEET LOWER THAN THE STATION
 GR0821'MARK.
 GR0821
 GR0821                          STATION RECOVERY (1957)
 GR0821
 GR0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 GR0821'0.15 MI NE FROM GLANDALE.
 GR0821'0.15 MILE NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE STANDARD SERVICE
 GR0821'STATION IN GLENDALE, NORTH OF THE HIGHWAY ABOUT 200 YARDS ON A SMALL
 GR0821'CONE SHAPE HILL OVERLOOKING THE FLATLAND TO THE WEST AND THE HIGHEST
 GR0821'HILL IN THE VICINITY, 4.3 FOOT NORTH OF A 4 X 4 WHITE WITNESS POST. A
 GR0821'STANDARD DISK SET IN A 4 INCH BLACK SOIL PIPE PROJECTING 3 INCHES.
 GR0821
 GR0821                          STATION RECOVERY (1972)
 GR0821
 GR0821'RECOVERY NOTE BY LA WTR AND PWR COMM 1972 (MSB)
 GR0821'MUD-1957-RECOVERED IN GOOD CONDITION.
 GR0821'
 GR0821'FOUND BY HELICOPTER.
 GR0821
 GR0821                          STATION RECOVERY (1972)
 GR0821
 GR0821'RECOVERY NOTE BY US ENGINEERS 1972 (JLS)
 GR0821'STATION RECOVERED BY DET 1 1ST GSS.
 GR0821'
 GR0821'MUD 1957-RECOVERED IN GOOD CONDITION.
 GR0821'
 GR0821'BOTH REFERENCE MARKS IN GOOD CONDITION.
 GR0821'
 GR0821'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0421 ***********************************************************************
 HQ0421  DESIGNATION -  MUD
 HQ0421  PID         -  HQ0421
 HQ0421  STATE/COUNTY-  NV/NYE
 HQ0421  USGS QUAD   -  OAK SPRING (1986)
 HQ0421
 HQ0421                         *CURRENT SURVEY CONTROL
 HQ0421  ___________________________________________________________________
 HQ0421* NAD 83(1986)-  37 07 59.     (N)    116 02 09.     (W)     SCALED    
 HQ0421* NAVD 88     -      1287.398  (meters)    4223.74   (feet)  ADJUSTED  
 HQ0421  ___________________________________________________________________
 HQ0421  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 HQ0421  DYNAMIC HT  -        1285.977 (meters)    4219.08  (feet)  COMP
 HQ0421  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 HQ0421
 HQ0421  VERT ORDER  -  SECOND    CLASS 0
 HQ0421
 HQ0421.The horizontal coordinates were scaled from a topographic map and have
 HQ0421.an estimated accuracy of +/- 6 seconds.
 HQ0421
 HQ0421.The orthometric height was determined by differential leveling
 HQ0421.and adjusted by the National Geodetic Survey in June 1991..
 HQ0421
 HQ0421.The geoid height was determined by GEOID03.
 HQ0421
 HQ0421.The dynamic height is computed by dividing the NAVD 88
 HQ0421.geopotential number by the normal gravity value computed on the
 HQ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0421.degrees latitude (g = 980.6199 gals.).
 HQ0421
 HQ0421.The modeled gravity was interpolated from observed gravity values.
 HQ0421
 HQ0421;                    North         East    Units  Estimated Accuracy
 HQ0421;SPC NV C     - 6,264,580.      556,050.      MT  (+/- 180 meters Scaled)
 HQ0421
 HQ0421                          SUPERSEDED SURVEY CONTROL
 HQ0421
 HQ0421  NGVD 29 (??/??/92) 1286.445  (m)         4220.61   (f) ADJ UNCH    2 0
 HQ0421
 HQ0421.Superseded values are not recommended for survey control.
 HQ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0421.See file dsdata.txt to determine how the superseded data were derived.
 HQ0421
 HQ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB856100(NAD 83)
 HQ0421_MARKER: DS = TRIANGULATION STATION DISK
 HQ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0421_STAMPING: MUD
 HQ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0421+STABILITY: SURFACE MOTION
 HQ0421
 HQ0421  HISTORY     - Date     Condition        Report By
 HQ0421  HISTORY     - UNK      MONUMENTED       CGS
 HQ0421  HISTORY     - 1952     GOOD             NGS
 HQ0421
 HQ0421                          STATION DESCRIPTION
 HQ0421
 HQ0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0421'13.8 MI N FROM YUCCA PASS.
 HQ0421'13.15 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT
 HQ0421'OF YUCCA PASS, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD,
 HQ0421'THENCE 0.1 MILE NORTH ALONG A ROCKY TRACK ROAD, 153 FEET WEST
 HQ0421'OF THE CENTER LINE OF A ROCKY TRACK ROAD, 82 FEET NORTHWEST OF
 HQ0421'THE CENTER LINE OF A GRAVELED ROAD LEADING NORTHEAST, 37 FEET
 HQ0421'NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTHWEST,
 HQ0421'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 HQ0421'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0909 ***********************************************************************
 LR0909  DESIGNATION -  MUD
 LR0909  PID         -  LR0909
 LR0909  STATE/COUNTY-  NV/LANDER
 LR0909  USGS QUAD   -  SHEEP CREEK RANGE SW (1965)
 LR0909
 LR0909                         *CURRENT SURVEY CONTROL
 LR0909  ___________________________________________________________________
 LR0909* NAD 83(1994)-  40 45 58.01955(N)    116 39 33.00005(W)     ADJUSTED  
 LR0909* NAVD 88     -      1430.6    (meters)    4694.     (feet)  VERTCON   
 LR0909  ___________________________________________________________________
 LR0909  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 LR0909  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 LR0909
 LR0909  HORZ ORDER  -  SECOND
 LR0909
 LR0909.The horizontal coordinates were established by classical geodetic methods
 LR0909.and adjusted by the National Geodetic Survey in June 1998..
 LR0909
 LR0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0909
 LR0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0909
 LR0909.The geoid height was determined by GEOID03.
 LR0909
 LR0909;                    North         East     Units Scale Factor Converg.
 LR0909;SPC NV C     - 6,667,675.071   500,633.175   MT  0.99990000   +0 00 17.6
 LR0909;SPC NV C     -21,875,530.63  1,642,494.01   sFT  0.99990000   +0 00 17.6
 LR0909;SPC NV E     - 8,668,231.879   109,173.645   MT  1.00000151   -0 42 09.1
 LR0909;SPC NV E     -28,439,024.09    358,180.53   sFT  1.00000151   -0 42 09.1
 LR0909;UTM  11      - 4,512,850.175   528,765.715   MT  0.99961018   +0 13 21.2
 LR0909
 LR0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0909!SPC NV C     -   0.99977873  x   0.99990000  =   0.99967875
 LR0909!SPC NV E     -   0.99977873  x   1.00000151  =   0.99978024
 LR0909!UTM  11      -   0.99977873  x   0.99961018  =   0.99938900
 LR0909
 LR0909|---------------------------------------------------------------------|
 LR0909| PID    Reference Object                     Distance      Geod. Az  |
 LR0909|                                                           dddmmss.s |
 LR0909| DD5494 MUD RM 1                             10.579 METERS 08950     |
 LR0909| DD5495 MUD RM 2                             19.177 METERS 19051     |
 LR0909|---------------------------------------------------------------------|
 LR0909
 LR0909                          SUPERSEDED SURVEY CONTROL
 LR0909
 LR0909  NAD 83(1986)-  40 45 58.02022(N)    116 39 32.99067(W) AD(       ) 2
 LR0909  NAD 27      -  40 45 58.34380(N)    116 39 29.65710(W) AD(       ) 2
 LR0909  NGVD 29 (07/19/86) 1429.5    (m)         4690.     (f) VERT ANG       
 LR0909
 LR0909.Superseded values are not recommended for survey control.
 LR0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0909.See file dsdata.txt to determine how the superseded data were derived.
 LR0909
 LR0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF2876612850(NAD 83)
 LR0909_MARKER: DS = TRIANGULATION STATION DISK
 LR0909_SETTING: 80 = SET IN A BOULDER
 LR0909_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LR0909
 LR0909  HISTORY     - Date     Condition        Report By
 LR0909  HISTORY     - 1958     MONUMENTED       CGS
 LR0909
 LR0909                          STATION DESCRIPTION
 LR0909
 LR0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0909'THE STATION IS ABOUT 17 MILES NORTHEAST OF BATTLE MOUNTAIN,
 LR0909'7-1/2 MILES NORTHWEST OF DUMPHY, AND ON THE NORTH SIDE OF
 LR0909'BOULDER VALLEY ON THE SOUTHEAST SLOPE OF A LOW SPUR RIDGE
 LR0909'LEADING TO THE HIGHER ELEVATIONS TO THE NORTHWEST, ABOUT 0.2
 LR0909'MILE NORTHWEST OF A JOG IN THE TELEPHONE LINE AND 0.2 MILE
 LR0909'NORTHWEST OF AN OLD BRIDGE.
 LR0909'
 LR0909'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 LR0909'8A IN BATTLE MOUNTAIN, GO EAST ON U.S. HIGHWAY 40 FOR 1 BLOCK.
 LR0909'TURN LEFT ACROSS RAILROAD TRACKS (ON EAST SIDE OF DEPOT)
 LR0909'AND GO NORTHERLY ON GRAVELED ROAD FOR 3.8 MILES TO A T-ROAD
 LR0909'JUNCTION.  TURN RIGHT, EAST, ON GRAVELED ROAD FOR 2.1 MILES TO
 LR0909'GATES AND RAILROAD CROSSING.  CROSS THE TRACKS AND FOLLOW ROAD
 LR0909'EASTERLY (AROUND NORTH SIDE OF CORRALS AND SHEEP SHEDS)
 LR0909'FOR 1.8 MILES TO SUMMIT OF ROAD PASS OVER POINT OF LAVA RIDGE,
 LR0909'CONTINUE NORTHEASTERLY ON ROUGH ROAD GENERALLY FOLLOWING THE
 LR0909'TELEPHONE LINE FOR 11.8 MILES TO WHERE THE ROAD PASSES UNDER
 LR0909'THE TELEPHONE LINE (AT JOG IN LINE).  CONTINUE FOR 0.1 MILE
 LR0909'TO A POINT ABOUT 100 YARDS NORTHWEST OF AN OLD BRIDGE.  TURN
 LR0909'LEFT ACROSS COUNTRY FOR 0.15 MILE TO STATION SITE.
 LR0909'
 LR0909'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN
 LR0909'DRILL HOLES IN BOULDERS.
 LR0909'
 LR0909'THE STATION MARK, STAMPED MUD 1958, IS IN A LARGE OUTCROP
 LR0909'PROJECTING ABOUT 3 FEET.
 LR0909'
 LR0909'REFERENCE MARK 1, STAMPED MUD NO 1 1958, IS IN A BOULDER
 LR0909'PROJECTING ABOUT 2 FEET.
 LR0909'
 LR0909'REFERENCE MARK 2, STAMPED MUD NO 2 1958, IS IN A BOULDER
 LR0909'PROJECTING ABOUT 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0672 ***********************************************************************
 LS0672  DESIGNATION -  MUD
 LS0672  PID         -  LS0672
 LS0672  STATE/COUNTY-  NV/WASHOE
 LS0672  USGS QUAD   -  SMITH CANYON (1980)
 LS0672
 LS0672                         *CURRENT SURVEY CONTROL
 LS0672  ___________________________________________________________________
 LS0672* NAD 83(1994)-  40 30 50.61455(N)    119 31 36.92688(W)     ADJUSTED  
 LS0672* NAVD 88     -      1864.5    (meters)    6117.     (feet)  VERTCON   
 LS0672  ___________________________________________________________________
 LS0672  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 LS0672  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 LS0672
 LS0672  HORZ ORDER  -  THIRD
 LS0672
 LS0672.The horizontal coordinates were established by classical geodetic methods
 LS0672.and adjusted by the National Geodetic Survey in June 1998..
 LS0672
 LS0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0672
 LS0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0672
 LS0672.The geoid height was determined by GEOID03.
 LS0672
 LS0672;                    North         East     Units Scale Factor Converg.
 LS0672;SPC NV W     - 4,640,115.451   720,038.044   MT  0.99997868   -0 36 46.9
 LS0672;SPC NV W     -15,223,445.44  2,362,324.82   sFT  0.99997868   -0 36 46.9
 LS0672;UTM  11      - 4,487,883.255   285,917.719   MT  1.00016418   -1 38 31.9
 LS0672
 LS0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0672!SPC NV W     -   0.99971120  x   0.99997868  =   0.99968989
 LS0672!UTM  11      -   0.99971120  x   1.00016418  =   0.99987533
 LS0672
 LS0672                          SUPERSEDED SURVEY CONTROL
 LS0672
 LS0672  NAD 83(1992)-  40 30 50.62230(N)    119 31 36.92370(W) AD(       ) 3
 LS0672  NAD 83(1990)-  40 30 50.61802(N)    119 31 36.93079(W) AD(       ) 3
 LS0672  NGVD 29 (10/14/92) 1863.4    (m)         6114.     (f) VERT ANG       
 LS0672
 LS0672.Superseded values are not recommended for survey control.
 LS0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0672.See file dsdata.txt to determine how the superseded data were derived.
 LS0672
 LS0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE8591887883(NAD 83)
 LS0672_MARKER: DS = TRIANGULATION STATION DISK
 LS0672_SETTING: 80 = SET IN A BOULDER
 LS0672_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LS0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0672+STABILITY: SURFACE MOTION
 LS0672
 LS0672  HISTORY     - Date     Condition        Report By
 LS0672  HISTORY     - 1963     MONUMENTED       USGS
 LS0672  HISTORY     - 1964     GOOD             USGS
 LS0672
 LS0672                          STATION DESCRIPTION
 LS0672
 LS0672'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LS0672'LOCATED ABOUT 21 MI N. OF PYRAMID LAKE, ABOUT 13 MI SW. OF
 LS0672'GERLACH.  ON GRAVEL-TOPPED RIDGE OVERLOOKING GRANITE CREEK DESERT
 LS0672'TO E.
 LS0672'
 LS0672'TO REACH FROM GERLACH POST OFFICE, DRIVE 14 MI S. ON STATE HWY.
 LS0672'34 TO RD. FORK.  TAKE RIGHT FORK 1.5 MI TO RD. FORK.  TAKE RIGHT
 LS0672'RIGHT FORK 6 MI TO RD. FORK.  TAKE LEFT FORK 0.7 MI TO SMALL DRAIN
 LS0672'X-ING. AND END OF TRUCK TRAVEL.  PACK W. UP DRAIN ABOUT 2.5 MI TO
 LS0672'GROUP OF COTTONWOODS.  PACK N. FROM TREES ALONG RIDGE SKIRTING
 LS0672'BLACK LAVA BUTTE ON WEST SIDE ABOUT 1.5 MI TO ROUND TOP AND
 LS0672'STATION.  A 1-3/4 HOUR PACK.
 LS0672'
 LS0672'STATION MARK--STANDARD TABLET STAMPED---MUD 1963---, CEMENTED IN
 LS0672'DRILL HOLE IN BURIED BOULDER PROJECTING 0.5 FT.
 LS0672'
 LS0672'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, CEMENTED IN
 LS0672'BEDROCK 2.2 FT LOWER THAN STATION MARK.
 LS0672'
 LS0672'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, CEMENTED IN
 LS0672'BEDROCK 1.6 FT LOWER THAN STATION MARK.
 LS0672
 LS0672                          STATION RECOVERY (1964)
 LS0672
 LS0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LS0672'RECOVERED AS DESCRIBED BY USGS IN 1963.  ALL MARKS IN GOOD
 LS0672'CONDITION.  STATION REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0820 ***********************************************************************
 GR0820  DESIGNATION -  MUD RM 1
 GR0820  PID         -  GR0820
 GR0820  STATE/COUNTY-  NV/CLARK
 GR0820  USGS QUAD   -  MOAPA EAST (1983)
 GR0820
 GR0820                         *CURRENT SURVEY CONTROL
 GR0820  ___________________________________________________________________
 GR0820* NAD 83(1986)-  36 40 04.     (N)    114 33 52.     (W)     SCALED    
 GR0820* NAVD 88     -       477.545  (meters)    1566.75   (feet)  POSTED    
 GR0820  ___________________________________________________________________
 GR0820  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 GR0820  DYNAMIC HT  -         477.100 (meters)    1565.29  (feet)  COMP
 GR0820  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 GR0820
 GR0820  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0820
 GR0820.The horizontal coordinates were scaled from a topographic map and have
 GR0820.an estimated accuracy of +/- 6 seconds.
 GR0820
 GR0820.The orthometric height was determined by differential leveling
 GR0820.and adjusted by the National Geodetic Survey in 1992..
 GR0820.No vertical observational check was made to the station.
 GR0820.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0820.was located on a no-check spur therefore a value was not computed.
 GR0820
 GR0820.The geoid height was determined by GEOID03.
 GR0820
 GR0820.The dynamic height is computed by dividing the NAVD 88
 GR0820.geopotential number by the normal gravity value computed on the
 GR0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0820.degrees latitude (g = 980.6199 gals.).
 GR0820
 GR0820.The modeled gravity was interpolated from observed gravity values.
 GR0820
 GR0820;                    North         East    Units  Estimated Accuracy
 GR0820;SPC NV E     - 8,213,250.      291,080.      MT  (+/- 180 meters Scaled)
 GR0820
 GR0820                          SUPERSEDED SURVEY CONTROL
 GR0820
 GR0820  NGVD 29 (??/??/92)  476.891  (m)         1564.60   (f) ADJ UNCH    2 0
 GR0820
 GR0820.Superseded values are not recommended for survey control.
 GR0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0820.See file dsdata.txt to determine how the superseded data were derived.
 GR0820
 GR0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA176607(NAD 83)
 GR0820_MARKER: DR = REFERENCE MARK DISK
 GR0820_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0820_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0820_STAMPING: MUD NO 1 1957
 GR0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0820
 GR0820  HISTORY     - Date     Condition        Report By
 GR0820  HISTORY     - 1957     MONUMENTED       CGS
 GR0820
 GR0820                          STATION DESCRIPTION
 GR0820
 GR0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0820'0.15 MI NE FROM GLENDALE.
 GR0820'0.15 NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE STANDARD SERVICE STATION
 GR0820'IN GLENDALE, NORTH OF THE HIGHWAY ABOUT 200 YARDS ON A SMALL CONE
 GR0820'SHAPE HILL OVERLOOKING THE FLATLAND TO THE WEST AND THE HIGHEST HILL
 GR0820'IN THE VICINITY, ABOUT 2 FOOT LOWER THAN THE STATION AND 32.24 FEET
 GR0820'NORTHEAST OF THE STATION MARK.  A STANDARD DISK SET IN 4 INCH BLACK
 GR0820'SOIL PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0819 ***********************************************************************
 GR0819  DESIGNATION -  MUD RM 2
 GR0819  PID         -  GR0819
 GR0819  STATE/COUNTY-  NV/CLARK
 GR0819  USGS QUAD   -  MOAPA EAST (1983)
 GR0819
 GR0819                         *CURRENT SURVEY CONTROL
 GR0819  ___________________________________________________________________
 GR0819* NAD 83(1986)-  36 40 04.     (N)    114 33 52.     (W)     SCALED    
 GR0819* NAVD 88     -       476.461  (meters)    1563.19   (feet)  POSTED    
 GR0819  ___________________________________________________________________
 GR0819  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 GR0819  DYNAMIC HT  -         476.010 (meters)    1561.71  (feet)  COMP
 GR0819  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 GR0819
 GR0819  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0819
 GR0819.The horizontal coordinates were scaled from a topographic map and have
 GR0819.an estimated accuracy of +/- 6 seconds.
 GR0819
 GR0819.The orthometric height was determined by differential leveling
 GR0819.and adjusted by the National Geodetic Survey in 1992..
 GR0819.No vertical observational check was made to the station.
 GR0819.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0819.was located on a no-check spur therefore a value was not computed.
 GR0819
 GR0819.The geoid height was determined by GEOID03.
 GR0819
 GR0819.The dynamic height is computed by dividing the NAVD 88
 GR0819.geopotential number by the normal gravity value computed on the
 GR0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0819.degrees latitude (g = 980.6199 gals.).
 GR0819
 GR0819.The modeled gravity was interpolated from observed gravity values.
 GR0819
 GR0819;                    North         East    Units  Estimated Accuracy
 GR0819;SPC NV E     - 8,213,250.      291,080.      MT  (+/- 180 meters Scaled)
 GR0819
 GR0819                          SUPERSEDED SURVEY CONTROL
 GR0819
 GR0819  NGVD 29 (??/??/92)  475.808  (m)         1561.05   (f) ADJ UNCH    2 0
 GR0819
 GR0819.Superseded values are not recommended for survey control.
 GR0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0819.See file dsdata.txt to determine how the superseded data were derived.
 GR0819
 GR0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA176607(NAD 83)
 GR0819_MARKER: DR = REFERENCE MARK DISK
 GR0819_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0819_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0819_STAMPING: MUD NO 2 1957
 GR0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0819
 GR0819  HISTORY     - Date     Condition        Report By
 GR0819  HISTORY     - 1957     MONUMENTED       CGS
 GR0819
 GR0819                          STATION DESCRIPTION
 GR0819
 GR0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0819'0.15 MI NE FROM GLENDALE.
 GR0819'0.15 MILE NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE STANDARD SERVICE
 GR0819'STATION IN GLENDALE, NORTH OF THE HIGHWAY ABOUT 200 YARDS ON A CONE
 GR0819'SHAPE HILL OVERLOOKING THE FLATLANDS TO THE WEST AND THE HIGHEST HILL
 GR0819'IN THE VICINITY, ABOUT 6 FEET LOWER THAN THE STATION AND 32.88 FEET
 GR0819'SOUTHEAST OF THE STATION MARK.  A STANDARD DISK SET IN A 4 INCH BLACK
 GR0819'SOIL PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1802 ***********************************************************************
 GR1802  DESIGNATION -  MUDDY
 GR1802  PID         -  GR1802
 GR1802  STATE/COUNTY-  NV/CLARK
 GR1802  USGS QUAD   -  MUDDY PEAK (1983)
 GR1802
 GR1802                         *CURRENT SURVEY CONTROL
 GR1802  ___________________________________________________________________
 GR1802* NAD 83(1994)-  36 17 54.78281(N)    114 42 51.34499(W)     ADJUSTED  
 GR1802* NAVD 88     -      1656.2    (meters)    5434.     (feet)  VERTCON   
 GR1802  ___________________________________________________________________
 GR1802  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 GR1802  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 GR1802
 GR1802  HORZ ORDER  -  THIRD
 GR1802
 GR1802.The horizontal coordinates were established by classical geodetic methods
 GR1802.and adjusted by the National Geodetic Survey in June 1998..
 GR1802
 GR1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1802
 GR1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1802
 GR1802.The geoid height was determined by GEOID03.
 GR1802
 GR1802;                    North         East     Units Scale Factor Converg.
 GR1802;SPC NV E     - 8,172,145.345   278,055.317   MT  0.99997504   +0 30 52.2
 GR1802;SPC NV E     -26,811,446.85    912,253.15   sFT  0.99997504   +0 30 52.2
 GR1802;UTM  11      - 4,019,487.284   705,245.236   MT  1.00011906   +1 21 13.0
 GR1802
 GR1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1802!SPC NV E     -   0.99974444  x   0.99997504  =   0.99971948
 GR1802!UTM  11      -   0.99974444  x   1.00011906  =   0.99986347
 GR1802
 GR1802:                Primary Azimuth Mark                     Grid Az
 GR1802:SPC NV E     -  LA MESA                                  195 49 27.7
 GR1802:UTM  11      -  LA MESA                                  194 59 06.9
 GR1802
 GR1802|---------------------------------------------------------------------|
 GR1802| PID    Reference Object                     Distance      Geod. Az  |
 GR1802|                                                           dddmmss.s |
 GR1802| GR1868 LA MESA                             APPROX.16.4 KM 1962019.9 |
 GR1802|---------------------------------------------------------------------|
 GR1802
 GR1802                          SUPERSEDED SURVEY CONTROL
 GR1802
 GR1802  NAD 83(1994)-  36 17 54.78291(N)    114 42 51.34446(W) AD(       ) 3
 GR1802  NAD 83(1992)-  36 17 54.78293(N)    114 42 51.34514(W) AD(       ) 3
 GR1802  NAD 83(1986)-  36 17 54.76979(N)    114 42 51.33243(W) AD(       ) 3
 GR1802  NGVD 29 (05/01/88) 1655.4    (m)         5431.     (f) VERT ANG       
 GR1802
 GR1802.Superseded values are not recommended for survey control.
 GR1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1802.See file dsdata.txt to determine how the superseded data were derived.
 GR1802
 GR1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0524519487(NAD 83)
 GR1802_MARKER: DS = TRIANGULATION STATION DISK
 GR1802_SETTING: 66 = SET IN ROCK OUTCROP
 GR1802_SP_SET: SET IN BEDROCK
 GR1802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1802+STABILITY: POSITION/ELEVATION WELL
 GR1802
 GR1802  HISTORY     - Date     Condition        Report By
 GR1802  HISTORY     - 1951     MONUMENTED       USGS
 GR1802
 GR1802                          STATION DESCRIPTION
 GR1802
 GR1802'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GR1802'LOCATED 30 MI WNW. OF LAS VEGAS, 12 MI SSE. OF CRYSTAL.  ON
 GR1802'SOUTHWEST AND HIGHEST TOP IN MUDDY RANGE.  THERE IS SHARP TOP
 GR1802'ABOUT 1 MI SE. WHICH IS 89 FT. LOWER.
 GR1802'
 GR1802'REACHED BY HELICOPTER LANDING IN SADDLE ON SOUTHWEST SIDE OF
 GR1802'MOUNTAIN AND CLIMBING NE. TO HIGHEST POINT AND STATION.  ABOUT A
 GR1802'20-MINUTE PACK.
 GR1802'
 GR1802'STATION MARK--STANDARD TABLET STAMPED---MUDDY 1951---, CEMENTED IN
 GR1802'SOLID ROCK.
 GR1802'
 GR1802'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN SOLID ROCK.
 GR1802'
 GR1802'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1839 ***********************************************************************
 GR1839  DESIGNATION -  MUDDY PEAK
 GR1839  PID         -  GR1839
 GR1839  STATE/COUNTY-  NV/CLARK
 GR1839  USGS QUAD   -  MUDDY PEAK (1983)
 GR1839
 GR1839                         *CURRENT SURVEY CONTROL
 GR1839  ___________________________________________________________________
 GR1839* NAD 83(1994)-  36 17 17.68758(N)    114 42 27.10433(W)     ADJUSTED  
 GR1839* NAVD 88     -                                                        
 GR1839  ___________________________________________________________________
 GR1839  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 GR1839  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GR1839
 GR1839  HORZ ORDER  -  THIRD
 GR1839
 GR1839.The horizontal coordinates were established by classical geodetic methods
 GR1839.and adjusted by the National Geodetic Survey in June 1998..
 GR1839
 GR1839
 GR1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1839
 GR1839.The geoid height was determined by GEOID03.
 GR1839
 GR1839;                    North         East     Units Scale Factor Converg.
 GR1839;SPC NV E     - 8,171,007.468   278,670.446   MT  0.99997623   +0 31 06.1
 GR1839;SPC NV E     -26,807,713.67    914,271.29   sFT  0.99997623   +0 31 06.1
 GR1839;SPC AZ W     -   586,938.971   127,345.452   MT  1.00002446   -0 34 00.3
 GR1839;SPC AZ W     - 1,925,652.79    417,800.04   iFT  1.00002446   -0 34 00.3
 GR1839;UTM  11      - 4,018,358.372   705,877.051   MT  1.00012226   +1 21 26.2
 GR1839
 GR1839                          SUPERSEDED SURVEY CONTROL
 GR1839
 GR1839  NAD 83(1994)-  36 17 17.68769(N)    114 42 27.10417(W) AD(       ) 4
 GR1839  NAD 83(1992)-  36 17 17.68772(N)    114 42 27.10425(W) AD(       ) 4
 GR1839  NAD 83(1986)-  36 17 17.66820(N)    114 42 27.09234(W) AD(       ) 4
 GR1839  NAD 27      -  36 17 17.75100(N)    114 42 24.14200(W) AD(       ) 3
 GR1839
 GR1839.Superseded values are not recommended for survey control.
 GR1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1839.See file dsdata.txt to determine how the superseded data were derived.
 GR1839
 GR1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0587718358(NAD 83)
 GR1839_MARKER: 72 = CAIRN
 GR1839
 GR1839  HISTORY     - Date     Condition        Report By
 GR1839  HISTORY     - 1935     FIRST OBSERVED   CGS
 GR1839
 GR1839                          STATION DESCRIPTION
 GR1839
 GR1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 GR1839'POINT INTERSECTED IN A ROCK CAIRN ON THE HIGHEST POINT OF MUDDY
 GR1839'PEAK WHICH IS THE HIGHEST POINT IN THE MUDDY MOUNTAINS.
 GR1839'LOCATED 22 MILES N OF BOULDER DAM.  IT IS THE HIGHEST MOUNTAIN
 GR1839'IN THE VICINITY.
 GR1839'
 GR1839'THIS IS AN INTERSECTION POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1904 ***********************************************************************
 GR1904  DESIGNATION -  MUDDY RIVER
 GR1904  PID         -  GR1904
 GR1904  STATE/COUNTY-  NV/CLARK
 GR1904  USGS QUAD   -  MOAPA WEST (1983)
 GR1904
 GR1904                         *CURRENT SURVEY CONTROL
 GR1904  ___________________________________________________________________
 GR1904* NAD 83(1994)-  36 43 36.89539(N)    114 42 35.47489(W)     ADJUSTED  
 GR1904* NAVD 88     -       556.1    (meters)    1824.     (feet)  VERTCON   
 GR1904  ___________________________________________________________________
 GR1904  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 GR1904  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 GR1904
 GR1904  HORZ ORDER  -  SECOND
 GR1904
 GR1904.The horizontal coordinates were established by classical geodetic methods
 GR1904.and adjusted by the National Geodetic Survey in June 1998..
 GR1904
 GR1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1904
 GR1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1904
 GR1904.The geoid height was determined by GEOID03.
 GR1904
 GR1904;                    North         East     Units Scale Factor Converg.
 GR1904;SPC NV E     - 8,219,680.776   278,020.075   MT  0.99997497   +0 31 20.5
 GR1904;SPC NV E     -26,967,402.68    912,137.53   sFT  0.99997497   +0 31 20.5
 GR1904;UTM  11      - 4,067,023.805   704,510.221   MT  1.00011530   +1 22 11.9
 GR1904
 GR1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1904!SPC NV E     -   0.99991694  x   0.99997497  =   0.99989191
 GR1904!UTM  11      -   0.99991694  x   1.00011530  =   1.00003223
 GR1904
 GR1904:                Primary Azimuth Mark                     Grid Az
 GR1904:SPC NV E     -  K 301                                    123 03 25.0
 GR1904:UTM  11      -  K 301                                    122 12 33.6
 GR1904
 GR1904|---------------------------------------------------------------------|
 GR1904| PID    Reference Object                     Distance      Geod. Az  |
 GR1904|                                                           dddmmss.s |
 GR1904| CC5671 K 301                                              1233445.5 |
 GR1904| CC5672 MUDDY RIVER RM 1                     10.023 METERS 14806     |
 GR1904| CC5673 MUDDY RIVER RM 2                      8.660 METERS 23008     |
 GR1904|---------------------------------------------------------------------|
 GR1904
 GR1904                          SUPERSEDED SURVEY CONTROL
 GR1904
 GR1904  NAD 83(1994)-  36 43 36.89487(N)    114 42 35.47289(W) AD(       ) 2
 GR1904  NAD 83(1992)-  36 43 36.89392(N)    114 42 35.47331(W) AD(       ) 2
 GR1904  NAD 83(1986)-  36 43 36.88787(N)    114 42 35.46686(W) AD(       ) 2
 GR1904  NAD 27      -  36 43 36.99400(N)    114 42 32.48800(W) AD(       ) 2
 GR1904  NGVD 29 (07/19/86)  555.4    (m)         1822.     (f) VERT ANG       
 GR1904
 GR1904.Superseded values are not recommended for survey control.
 GR1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1904.See file dsdata.txt to determine how the superseded data were derived.
 GR1904
 GR1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0451067024(NAD 83)
 GR1904_MARKER: DS = TRIANGULATION STATION DISK
 GR1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1904
 GR1904  HISTORY     - Date     Condition        Report By
 GR1904  HISTORY     - 1944     MONUMENTED       CGS
 GR1904  HISTORY     - 1972     GOOD             USE
 GR1904
 GR1904                          STATION DESCRIPTION
 GR1904
 GR1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 GR1904'STATION IS APPROXIMATELY 6 MILES (AIR LINE) NW OF THE TOWN
 GR1904'OF MOAPA, ABOUT 0.2 MILE NNE OF U.S. HIGHWAY 93, AND ABOUT
 GR1904'1/2 MILE ENE OF A GROVE, FIELDS, AND RANCH BUILDINGS ON THE
 GR1904'SW SIDE OF THE HIGHWAY.  IT IS ON HIGHEST POINT OF A LOW
 GR1904'GRAVEL MESA.
 GR1904'
 GR1904'STATION MARK IS A BRONZE STATION DISK SET IN AN IRREGULAR
 GR1904'CONCRETE BLOCK WHICH PROJECTS APPROXIMATELY 2 INCHES ABOVE THE
 GR1904'GROUND.  IT IS STAMPED MUDDY RIVER 1944 AND IS 6 FEET NW
 GR1904'OF A WHITE WOODEN WITNESS POST.
 GR1904'
 GR1904'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CIRCULAR
 GR1904'CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY 4 INCHES
 GR1904'LOWER THAN THE STATION MARK.  IT IS STAMPED MUDDY RIVER NO 1
 GR1904'1944.
 GR1904'
 GR1904'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CIRCULAR
 GR1904'CONCRETE POST FLUSH WITH THE GROUND AND APPROXIMATELY 8
 GR1904'INCHES LOWER THAN THE STATION MARK.  IT IS STAMPED MUDDY
 GR1904'RIVER NO 2 1944.
 GR1904'
 GR1904'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A SQUARE
 GR1904'CONCRETE POST PROJECTING ABOUT 7 INCHES ABOVE GROUND.  IT IS
 GR1904'STAMPED K 301 1941.  IT IS 2-1/2 FEET ENE OF CONCRETE WITNESS
 GR1904'POST, 2 FEET N OF A RIGHT-OF-WAY FENCE, 43 FEET S OF THE
 GR1904'CENTER LINE OF U.S. HIGHWAY 93, AND 1.0 MILE SE ON U.S. HIGHWAY
 GR1904'93 FROM POINT WHERE TRACK ROAD TURNS OFF TO STATION.
 GR1904'
 GR1904'BENCH MARK L 301 IS SET IN A SQUARE CONCRETE POST PROJECTING
 GR1904'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 3 FEET NW OF CONCRETE
 GR1904'WITNESS POST, 19 FEET SE OF DIM TRACK ROAD, AND 49 FEET NE
 GR1904'OF CENTER LINE OF U.S. HIGHWAY 93.  THIS POINT IS THE TURN-OFF
 GR1904'TO STATION.
 GR1904'
 GR1904'TO REACH STATION FROM MOAPA, GO 6.1 MILES NW ON U.S. HIGHWAY
 GR1904'93 FROM THE OVERPASS ON THE UNION PACIFIC RAILROAD.  HERE
 GR1904'TURN RIGHT ON DIM TRACK ROAD AND GO NNE 0.2 MILE TO TOP OF
 GR1904'MESA AND STATION.
 GR1904
 GR1904                          STATION RECOVERY (1972)
 GR1904
 GR1904'RECOVERY NOTE BY US ENGINEERS 1972 (JLS)
 GR1904'MUDDY RIVER 1944-GOOD.
 GR1904'
 GR1904'BOTH REFERENCE MARKS ARE IN GOOD CONDITION.
 GR1904'
 GR1904'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR2001 ***********************************************************************
 GR2001  DESIGNATION -  MUGS H N
 GR2001  PID         -  GR2001
 GR2001  STATE/COUNTY-  NV/NYE
 GR2001  USGS QUAD   -  FRENCHMAN LAKE (1986)
 GR2001
 GR2001                         *CURRENT SURVEY CONTROL
 GR2001  ___________________________________________________________________
 GR2001* NAD 83(1994)-  36 49 28.74490(N)    115 55 48.04195(W)     ADJUSTED  
 GR2001* NAVD 88     -       941.9    (meters)    3090.     (feet)  VERTCON   
 GR2001  ___________________________________________________________________
 GR2001  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 GR2001  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GR2001
 GR2001  HORZ ORDER  -  THIRD
 GR2001
 GR2001.The horizontal coordinates were established by classical geodetic methods
 GR2001.and adjusted by the National Geodetic Survey in June 1998..
 GR2001
 GR2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR2001
 GR2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR2001
 GR2001.The geoid height was determined by GEOID03.
 GR2001
 GR2001;                    North         East     Units Scale Factor Converg.
 GR2001;SPC NV C     - 6,230,423.347   565,715.100   MT  0.99995318   +0 26 29.6
 GR2001;SPC NV C     -20,440,980.60  1,856,016.96   sFT  0.99995318   +0 26 29.6
 GR2001;UTM  11      - 4,075,954.739   595,423.101   MT  0.99971218   +0 38 28.9
 GR2001
 GR2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR2001!SPC NV C     -   0.99985644  x   0.99995318  =   0.99980962
 GR2001!UTM  11      -   0.99985644  x   0.99971218  =   0.99956866
 GR2001
 GR2001                          SUPERSEDED SURVEY CONTROL
 GR2001
 GR2001  NAD 83(1992)-  36 49 28.74995(N)    115 55 48.05224(W) AD(       ) 3
 GR2001  NGVD 29 (02/14/94)  941.0    (m)         3087.     (f) VERT ANG       
 GR2001
 GR2001.Superseded values are not recommended for survey control.
 GR2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR2001.See file dsdata.txt to determine how the superseded data were derived.
 GR2001
 GR2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA9542375955(NAD 83)
 GR2001
 GR2001  HISTORY     - Date     Condition        Report By
 GR2001  HISTORY     - UNK      MONUMENTED
 GR2001  HISTORY     - 1959     GOOD             USGS
 GR2001  HISTORY     - 1973     GOOD             USGS
 GR2001
 GR2001                          STATION DESCRIPTION
 GR2001
 GR2001'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GR2001'RECOVERED AS DESCRIBED BY H+N IN 1957.
 GR2001'
 GR2001'LOCATED ABOUT 12 MI NNE. OF MERCURY, ABOUT 0.25 MI N. OF NORTH
 GR2001'EDGE OF FRENCHMAN LAKE.  131 FT. N. OF MAIN, E.-W. RD. THAT RUNS
 GR2001'ALONG NORTH SIDE OF FRENCHMAN LAKE.
 GR2001'
 GR2001'REACHED BY HELICOPTER.
 GR2001'
 GR2001'STATION MARK--HOLMES AND NARVER BRASS CAP
 GR2001'STAMPED---H+N MUGS 1957---, SET IN TOP OF CONCRETE POST.
 GR2001
 GR2001                          STATION RECOVERY (1973)
 GR2001
 GR2001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GR2001'RECOVERED AS DESCRIBED BY H+N AND USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0361 ***********************************************************************
 JP0361  DESIGNATION -  MULE
 JP0361  PID         -  JP0361
 JP0361  STATE/COUNTY-  NV/LINCOLN
 JP0361  USGS QUAD   -  PONY SPRINGS (1973)
 JP0361
 JP0361                         *CURRENT SURVEY CONTROL
 JP0361  ___________________________________________________________________
 JP0361* NAD 83(1994)-  38 19 40.12021(N)    114 36 40.19253(W)     ADJUSTED  
 JP0361* NAVD 88     -      1867.2    (meters)    6126.     (feet)  VERTCON   
 JP0361  ___________________________________________________________________
 JP0361  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 JP0361  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 JP0361
 JP0361  HORZ ORDER  -  SECOND
 JP0361
 JP0361.The horizontal coordinates were established by classical geodetic methods
 JP0361.and adjusted by the National Geodetic Survey in June 1998..
 JP0361
 JP0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0361
 JP0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0361
 JP0361.The geoid height was determined by GEOID03.
 JP0361
 JP0361;                    North         East     Units Scale Factor Converg.
 JP0361;SPC NV E     - 8,397,434.118   284,998.927   MT  0.99998895   +0 36 10.6
 JP0361;SPC NV E     -27,550,581.77    935,033.98   sFT  0.99998895   +0 36 10.6
 JP0361;UTM  11      - 4,244,887.785   708,810.422   MT  1.00013700   +1 28 55.2
 JP0361
 JP0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0361!SPC NV E     -   0.99971061  x   0.99998895  =   0.99969956
 JP0361!UTM  11      -   0.99971061  x   1.00013700  =   0.99984757
 JP0361
 JP0361|---------------------------------------------------------------------|
 JP0361| PID    Reference Object                     Distance      Geod. Az  |
 JP0361|                                                           dddmmss.s |
 JP0361| DD5497 MULE RM 2                            74.527 METERS 00044     |
 JP0361| DD5496 MULE RM 1                            22.519 METERS 07854     |
 JP0361| JP0362 PONY SPRINGS                        APPROX. 1.1 KM 1593841.2 |
 JP0361|---------------------------------------------------------------------|
 JP0361
 JP0361                          SUPERSEDED SURVEY CONTROL
 JP0361
 JP0361  NAD 83(1994)-  38 19 40.11990(N)    114 36 40.19242(W) AD(       ) 2
 JP0361  NAD 83(1986)-  38 19 40.10959(N)    114 36 40.19841(W) AD(       ) 2
 JP0361  NAD 27      -  38 19 40.26400(N)    114 36 37.20700(W) AD(       ) 2
 JP0361  NGVD 29 (07/19/86) 1866.0    (m)         6122.     (f) VERT ANG       
 JP0361
 JP0361.Superseded values are not recommended for survey control.
 JP0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0361.See file dsdata.txt to determine how the superseded data were derived.
 JP0361
 JP0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC0881044888(NAD 83)
 JP0361_MARKER: P = PIPE CAP
 JP0361_SETTING: 0 = UNSPECIFIED SETTING
 JP0361
 JP0361  HISTORY     - Date     Condition        Report By
 JP0361  HISTORY     - 1944     MONUMENTED       USGLO
 JP0361  HISTORY     - 1973     MARK NOT FOUND   USGS
 JP0361
 JP0361                          STATION DESCRIPTION
 JP0361
 JP0361'DESCRIBED BY US GENERAL LAND OFFICE 1944 (EHB)
 JP0361'STATION IS LOCATED ABOUT 29 MILES (AIR LINE) NNW OF PIOCHE AND
 JP0361'0.65 MILE NW OF PONY SPRINGS.  IT IS THE CLOSING CORNER FOR THE
 JP0361'FIRST STANDARD PARALLEL NORTH FOR SECS. 5 AND 6, T. 5 N., R. 66
 JP0361'E.
 JP0361'
 JP0361'STATION MARK IS A STANDARD GENERAL LAND OFFICE BRASS CAP
 JP0361'RIVETED ON A 2-INCH IRON PIPE THAT PROJECTS 2 INCHES ABOVE A
 JP0361'ROCK MOUND AND IS STAMPED T6N R66E S31 S5 S6 CC T5N 1937.  IT
 JP0361'IS 111 FEET W OF THE CENTER LINE OF U.S. HIGHWAY 93.
 JP0361'
 JP0361'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 JP0361'CYLINDER FLUSH WITH THE GROUND.  IT IS STAMPED MULE NO 1 1944.
 JP0361'
 JP0361'REFERENCE MARK 2 IS A BRONZE AZIMUTH DISK SET IN A SQUARE-TOPPED
 JP0361'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS
 JP0361'STAMPED PONY SPRINGS 1944.
 JP0361'
 JP0361'TO REACH STATION FROM THE POST OFFICE IN PIOCHE, GO N ON
 JP0361'U.S. HIGHWAY 93 FOR 29.4 MILES TO A GRADED ROAD E AT PONY SPRINGS.
 JP0361'CONTINUE N ON HIGHWAY 93 FOR 0.65 MILE TO HIGHWAY MARKER A
 JP0361'29 T 96.66 P.O.T. AND STATION ON LEFT.
 JP0361'
 JP0361'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JP0361
 JP0361                          STATION RECOVERY (1973)
 JP0361
 JP0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WFM)
 JP0361'THE MARK WAS DESCRIBED AS BEING STAMPED T6N R66E S31 S5 S6 CC
 JP0361'T5N 1937.  THERE WAS A NEW SURVEY MADE OF THIS TOWNSHIP IN 1957
 JP0361'AND IT IS BELIEVED THAT ALL THE 1937 MARKS WERE REMOVED.  NONE
 JP0361'OF THE MARKS FOR THE 1937 SURVEY COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0363 ***********************************************************************
 KP0363  DESIGNATION -  MUNCY
 KP0363  PID         -  KP0363
 KP0363  STATE/COUNTY-  NV/WHITE PINE
 KP0363  USGS QUAD   -  SILVER CANYON (1982)
 KP0363
 KP0363                         *CURRENT SURVEY CONTROL
 KP0363  ___________________________________________________________________
 KP0363* NAD 83(1994)-  39 38 44.42805(N)    114 32 19.03323(W)     ADJUSTED  
 KP0363* NAVD 88     -      1854.2    (meters)    6083.     (feet)  VERTCON   
 KP0363  ___________________________________________________________________
 KP0363  LAPLACE CORR-          -6.96  (seconds)                    DEFLEC99
 KP0363  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 KP0363
 KP0363  HORZ ORDER  -  SECOND
 KP0363
 KP0363.The horizontal coordinates were established by classical geodetic methods
 KP0363.and adjusted by the National Geodetic Survey in June 1998..
 KP0363
 KP0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0363
 KP0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0363
 KP0363.The geoid height was determined by GEOID03.
 KP0363
 KP0363;                    North         East     Units Scale Factor Converg.
 KP0363;SPC NV E     - 8,543,796.761   289,663.431   MT  0.99999895   +0 39 59.8
 KP0363;SPC NV E     -28,030,773.21    950,337.44   sFT  0.99999895   +0 39 59.8
 KP0363;UTM  11      - 4,391,327.143   711,196.747   MT  1.00014918   +1 34 15.7
 KP0363
 KP0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0363!SPC NV E     -   0.99971227  x   0.99999895  =   0.99971122
 KP0363!UTM  11      -   0.99971227  x   1.00014918  =   0.99986141
 KP0363
 KP0363:                Primary Azimuth Mark                     Grid Az
 KP0363:SPC NV E     -  MUNCY AZ MK                              044 15 56.0
 KP0363:UTM  11      -  MUNCY AZ MK                              043 21 40.1
 KP0363
 KP0363|---------------------------------------------------------------------|
 KP0363| PID    Reference Object                     Distance      Geod. Az  |
 KP0363|                                                           dddmmss.s |
 KP0363| DD5498 MUNCY AZ MK                                        0445555.8 |
 KP0363| DD5499 MUNCY RM 1                            6.158 METERS 15752     |
 KP0363| DD5500 MUNCY RM 2                            9.227 METERS 27122     |
 KP0363|---------------------------------------------------------------------|
 KP0363
 KP0363                          SUPERSEDED SURVEY CONTROL
 KP0363
 KP0363  NAD 83(1994)-  39 38 44.42762(N)    114 32 19.03283(W) AD(       ) 2
 KP0363  NAD 83(1986)-  39 38 44.42366(N)    114 32 19.03427(W) AD(       ) 2
 KP0363  NAD 27      -  39 38 44.64400(N)    114 32 15.98500(W) AD(       ) 2
 KP0363  NGVD 29 (07/19/86) 1853.0    (m)         6079.     (f) VERT ANG       
 KP0363
 KP0363.Superseded values are not recommended for survey control.
 KP0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0363.See file dsdata.txt to determine how the superseded data were derived.
 KP0363
 KP0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD1119791327(NAD 83)
 KP0363_MARKER: P = PIPE CAP
 KP0363_SETTING: 0 = UNSPECIFIED SETTING
 KP0363
 KP0363  HISTORY     - Date     Condition        Report By
 KP0363  HISTORY     - 1944     MONUMENTED       USGLO
 KP0363
 KP0363                          STATION DESCRIPTION
 KP0363
 KP0363'DESCRIBED BY US GENERAL LAND OFFICE 1944 (EHB)
 KP0363'STATION IS LOCATED NEAR THE NW END OF SPRING VALLEY AND JUST
 KP0363'E OF THE BASE OF THE SHELL CREEK RANGE.
 KP0363'
 KP0363'STATION MARKED THE QUARTER CORNER FOR SEC. 32, T. 21 N., R.
 KP0363'66 E.  IT IS A STANDARD GENERAL LAND OFFICE BRASS CAP RIVETED
 KP0363'TO A 1-INCH IRON PIPE PROJECTING 11 INCHES ABOVE THE GROUND.
 KP0363'IT IS STAMPED 1/4 S 32 SC 1913.
 KP0363'
 KP0363'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 KP0363'CYLINDER PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS STAMPED
 KP0363'MUNCY NO 1 1944.
 KP0363'
 KP0363'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 KP0363'CYLINDER PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS STAMPED
 KP0363'MUNCY NO 2 1944.
 KP0363'
 KP0363'AZIMUTH MARK IS LOCATED ON A LOW RIDGE CROSSING A ROAD 1.0
 KP0363'MILE NE OF THE STATION, 35 FEET W OF THE CENTER LINE OF BLADED
 KP0363'ROAD, AND 15 FEET N OF THE CENTER LINE OF A TRACK ROAD.  IT
 KP0363'IS A BRONZE REFERENCE DISK SET IN A CONCRETE CYLINDER PROJECTING
 KP0363'4 INCHES ABOVE THE GROUND AND IS STAMPED MUNCY 1944.  REACHED
 KP0363'BY CONTINUING N ON BLADED ROAD 0.9 MILE FROM TURN-OFF MENTIONED
 KP0363'BELOW.
 KP0363'
 KP0363'TO REACH STATION FROM MAJORS PLACE AT THE JUNCTION OF U.S.
 KP0363'HIGHWAYS 93 AND 6 27 MILES SE OF ELY, GO N ON GRADED ROAD ALONG
 KP0363'THE W SIDE OF SPRING VALLEY AS PER SIGN CLEVELAND RANCH FOR
 KP0363'35.6 MILES.  HERE TURN LEFT AND FOLLOW VERY DIM TRACKS ACROSS
 KP0363'COUNTRY W FOR 0.4 MILE TO STATION.
 KP0363'
 KP0363'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0293 ***********************************************************************
 JP0293  FBN         -  This is a Federal Base Network Control Station.
 JP0293  DESIGNATION -  MUNSON
 JP0293  PID         -  JP0293
 JP0293  STATE/COUNTY-  NV/NYE
 JP0293  USGS QUAD   -  BLUE EAGLE SPRINGS N (1990)
 JP0293
 JP0293                         *CURRENT SURVEY CONTROL
 JP0293  ___________________________________________________________________
 JP0293* NAD 83(1999)-  38 38 27.14221(N)    115 35 34.75281(W)     ADJUSTED  
 JP0293* NAVD 88     -      1456.970  (meters)    4780.08   (feet)  ADJUSTED  
 JP0293  ___________________________________________________________________
 JP0293  EPOCH DATE  -        1999.37
 JP0293  X           -  -2,155,314.860 (meters)                     COMP
 JP0293  Y           -  -4,499,902.547 (meters)                     COMP
 JP0293  Z           -   3,962,151.072 (meters)                     COMP
 JP0293  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 JP0293  ELLIP HEIGHT-        1433.77  (meters)          (05/16/00) GPS OBS
 JP0293  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 JP0293  DYNAMIC HT  -        1455.451 (meters)    4775.09  (feet)  COMP
 JP0293  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 JP0293
 JP0293  HORZ ORDER  -  A
 JP0293  VERT ORDER  -  FIRST     CLASS II
 JP0293  ELLP ORDER  -  FOURTH    CLASS I
 JP0293
 JP0293.The horizontal coordinates were established by GPS observations
 JP0293.and adjusted by the National Geodetic Survey in May 2000..
 JP0293.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 JP0293.DATUM ITEM on the data sheet items page.
 JP0293.The horizontal coordinates are valid at the epoch date displayed above.
 JP0293.The epoch date for horizontal control is a decimal equivalence
 JP0293.of Year/Month/Day.
 JP0293
 JP0293.The orthometric height was determined by differential leveling
 JP0293.and adjusted by the National Geodetic Survey in June 1991..
 JP0293
 JP0293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JP0293
 JP0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0293
 JP0293.The ellipsoidal height was determined by GPS observations
 JP0293.and is referenced to NAD 83.
 JP0293
 JP0293.The geoid height was determined by GEOID03.
 JP0293
 JP0293.The dynamic height is computed by dividing the NAVD 88
 JP0293.geopotential number by the normal gravity value computed on the
 JP0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0293.degrees latitude (g = 980.6199 gals.).
 JP0293
 JP0293.The modeled gravity was interpolated from observed gravity values.
 JP0293
 JP0293;                    North         East     Units Scale Factor Converg.
 JP0293;SPC NV C     - 6,432,281.932   593,469.222   MT  1.00000755   +0 40 13.8
 JP0293;SPC NV C     -21,103,244.97  1,947,073.61   sFT  1.00000755   +0 40 13.8
 JP0293;UTM  11      - 4,277,864.048   622,451.958   MT  0.99978465   +0 52 43.3
 JP0293
 JP0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0293!SPC NV C     -   0.99977509  x   1.00000755  =   0.99978264
 JP0293!UTM  11      -   0.99977509  x   0.99978465  =   0.99955979
 JP0293
 JP0293|---------------------------------------------------------------------|
 JP0293| PID    Reference Object                     Distance      Geod. Az  |
 JP0293|                                                           dddmmss.s |
 JP0293| DD5502 MUNSON RM 1                          30.446 METERS 01101     |
 JP0293| DD5501 MUNSON AZ MK                                       0420846.8 |
 JP0293| DD5503 MUNSON RM 2                          21.275 METERS 27211     |
 JP0293|---------------------------------------------------------------------|
 JP0293
 JP0293                          SUPERSEDED SURVEY CONTROL
 JP0293
 JP0293  NAD 83(1994)-  38 38 27.14103(N)    115 35 34.75066(W) AD(       ) B
 JP0293  ELLIP H (03/30/95) 1433.87   (m)                       GP(       ) 4 1
 JP0293  NAD 83(1986)-  38 38 27.13527(N)    115 35 34.75057(W) AD(       ) 1
 JP0293  NAD 27      -  38 38 27.37400(N)    115 35 31.63700(W) AD(       ) 1
 JP0293  NAVD 88 (03/30/95) 1456.97   (m)         4780.1    (f) LEVELING    3  
 JP0293  NGVD 29 (07/19/86) 1455.0    (m)         4774.     (f) VERT ANG       
 JP0293
 JP0293.Superseded values are not recommended for survey control.
 JP0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0293.See file dsdata.txt to determine how the superseded data were derived.
 JP0293
 JP0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC2245277864(NAD 83)
 JP0293_MARKER: DS = TRIANGULATION STATION DISK
 JP0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0293_SP_SET: CONCRETE POST
 JP0293_STAMPING: MUNSON 1939
 JP0293_MARK LOGO: CGS   
 JP0293_PROJECTION: PROJECTING 15 CENTIMETERS
 JP0293_MAGNETIC: N = NO MAGNETIC MATERIAL
 JP0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0293+STABILITY: SURFACE MOTION
 JP0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JP0293+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1998
 JP0293
 JP0293  HISTORY     - Date     Condition        Report By
 JP0293  HISTORY     - 1939     MONUMENTED       CGS
 JP0293  HISTORY     - 1959     GOOD             CGS
 JP0293  HISTORY     - 1963     GOOD             USGS
 JP0293  HISTORY     - 1967     GOOD             USGS
 JP0293  HISTORY     - 1967     GOOD             USGS
 JP0293  HISTORY     - 1984     GOOD             NGS
 JP0293  HISTORY     - 19940207 GOOD             NGS
 JP0293  HISTORY     - 19981208 GOOD             NGS
 JP0293
 JP0293                          STATION DESCRIPTION
 JP0293
 JP0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0293'STATION IS LOCATED ABOUT 12 MILES NE FROM LOCKES RANCH AND ABOUT
 JP0293'10 MILES SW FROM CURRANT POST OFFICE ALONG THE SE SIDE OF U.S.
 JP0293'HIGHWAY 6.  IT LIES IN THE APPROXIMATE CENTER OF RAILROAD VALLEY.
 JP0293'
 JP0293'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JP0293'BRONZE DISKS SET IN CONCRETE.
 JP0293'
 JP0293'STATION IS SET 90 FEET SE OF THE HIGHWAY CENTER, 0.45 MILE SW
 JP0293'FROM A FENCE CORNER, AND PROJECTS ABOUT 10 INCHES ABOVE THE
 JP0293'GROUND.  MARK STAMPED, MUNSON 1939.
 JP0293'
 JP0293'REFERENCE MARK NO. 1 IS SET 42 FEET SE OF HIGHWAY CENTER ON SAME
 JP0293'LEVEL AS STATION AND PROJECTS ABOUT 12 INCHES ABOVE THE GROUND.
 JP0293'MARK STAMPED, MUNSON NO. 1 1939.  REFERENCE MARK NO. 2 IS
 JP0293'SET 42 FEET SE OF HIGHWAY CENTER ON SAME LEVEL AS STATION
 JP0293'AND PROJECTS ABOUT 10 INCHES ABOVE THE GROUND.  MARK STAMPED,
 JP0293'MUNSON NO. 2 1939.
 JP0293'
 JP0293'AZIMUTH MARK IS A STANDARD DISK (AZIMUTH MARK) SET 42 FEET
 JP0293'SE OF HIGHWAY CENTER, 2 FEET W OF A WIRE FENCE, AND 0.45 MILE
 JP0293'(TRUCK MILEAGE) NE FROM THE STATION.  MARK STAMPED, MUNSON 1939.
 JP0293'
 JP0293'THERE IS A WHITE STAKE 4 INCHES SQUARE PROJECTING 2.1 FEET ABOVE
 JP0293'THE GROUND SET 1.372 METERS (4.51 FEET) SSE FROM THE STATION.
 JP0293'THERE IS ALSO A WHITE STAKE 4 INCHES SQUARE SET 1.470 METERS
 JP0293'(4.82 FEET) S FROM THE AZIMUTH MARK.  THIS STAKE PROJECTS 2.2
 JP0293'FEET ABOVE THE GROUND.
 JP0293'
 JP0293'ELEVATION OF STATION IS 4,750 FEET.
 JP0293'
 JP0293'REACHED AS FOLLOWS FROM CURRANT--GO SW ON U.S. HIGHWAY 6 FOR
 JP0293'9.8 MILES TO THE STATION.
 JP0293
 JP0293                          STATION RECOVERY (1959)
 JP0293
 JP0293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 JP0293'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 JP0293'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK
 JP0293'WAS NOT FOUND UNTIL AFTER THE FOLLOWING OBSERVATIONS HAD BEEN
 JP0293'MADE TO THE REFERENCE MARKS--
 JP0293
 JP0293                          STATION RECOVERY (1963)
 JP0293
 JP0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JP0293'RECOVERED AS DESCRIBED BY NGS IN 1959 IN DESCRIPTION LIST 38 115
 JP0293'4, STATION 1012.  ALL MARKS IN GOOD CONDITION.
 JP0293
 JP0293                          STATION RECOVERY (1967)
 JP0293
 JP0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (SHS)
 JP0293'THE OLD DESCRIPTION IS ADEQUATE.
 JP0293
 JP0293                          STATION RECOVERY (1967)
 JP0293
 JP0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JP0293'RECOVERED AS DESCRIBED BY NGS.
 JP0293
 JP0293                          STATION RECOVERY (1984)
 JP0293
 JP0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JP0293'15.5 KM (9.7 MI) SW FROM CURRANT.
 JP0293'15.5 KM (9.7 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0293'STATE HIGHWAY 379 AT CURRANT, 0.8 KM (0.5 MI) SOUTHWEST OF MILEPOST
 JP0293'109, 0.15 KM (0.1 MI) SOUTHWEST OF THE CROSSING OF DUCKWATER CREEK,
 JP0293'27.4 METERS (90 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 30.5 METERS
 JP0293'(100 FT) SOUTH OF RM 1, AND 21.3 METERS (70 FT) EAST OF RM 2.
 JP0293'THE MARK IS 1.3 METERS  NE FROM A WITNESS POST.
 JP0293'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 JP0293
 JP0293                          STATION RECOVERY (1994)
 JP0293
 JP0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 JP0293'STATION IS LOCATED ABOUT 90 KM (55.90 MI) SOUTHWEST OF ELY, 15 KM
 JP0293'(9.30 MI) SOUTHWEST OF CURRANT, IN RAILROAD VALLEY, 3 KM (1.85 MI)
 JP0293'NORTHEAST OF AN OIL TANK FARM, ALONG US HIGHWAY 6, ON THE
 JP0293'RIGHT-OF-WAY, AT MILE 108.5, IN OPEN RANGE, IN THE NORTHWEST 1/4 OF
 JP0293'SECTION 17, T 9 N, R 57 E.  OWNERSHIP--STATE DEPARTMENT OF
 JP0293'TRANSPORTATION OR US BUREAU OF LAND MANAGEMENT. TO REACH FROM THE
 JP0293'JUNCTION OF US HIGHWAY 6 AND STATE HIGHWAY 379 AT CURRANT, GO
 JP0293'SOUTHWEST ON HIGHWAY 6 FOR 9.79 KM (6.10 MI) TO A GRADED ROAD LEFT AT
 JP0293'MILEPOST 112.  CONTINUE AHEAD FOR 4.88 KM (3.05 MI) TO THE AZIMUTH
 JP0293'MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.77 KM (0.45 MI) TO THE STATION
 JP0293'ON THE LEFT.  THIS POINT IS 1.38 KM (0.85 MI) BEFORE REACHING A ROAD
 JP0293'LEFT. STATION MARK IS A DISK IN THE TOP OF A 30-CM SQUARE CONCRETE
 JP0293'POST PROJECTING 10 CM ABOVE GROUND IN A BARE AREA.  IT IS 28.3 M (92.8
 JP0293'FT) SOUTHEAST OF, AND 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY CENTER,
 JP0293'1.5 M (4.9 FT) NORTHWEST OF A WOOD WITNESS POST, AND 1.3 M (4.3 FT)
 JP0293'EAST-NORTHEAST OF A METAL WITNESS POST.
 JP0293
 JP0293                          STATION RECOVERY (1998)
 JP0293
 JP0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 JP0293'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0340 ***********************************************************************
 JP0340  DESIGNATION -  MURPHY
 JP0340  PID         -  JP0340
 JP0340  STATE/COUNTY-  NV/WHITE PINE
 JP0340  USGS QUAD   -  MINERVA CANYON (1987)
 JP0340
 JP0340                         *CURRENT SURVEY CONTROL
 JP0340  ___________________________________________________________________
 JP0340* NAD 83(1994)-  38 48 29.57210(N)    114 19 08.87787(W)     ADJUSTED  
 JP0340* NAVD 88     -      3146.3    (meters)   10322.     (feet)  VERTCON   
 JP0340  ___________________________________________________________________
 JP0340  LAPLACE CORR-          11.90  (seconds)                    DEFLEC99
 JP0340  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 JP0340
 JP0340  HORZ ORDER  -  FIRST
 JP0340
 JP0340.The horizontal coordinates were established by classical geodetic methods
 JP0340.and adjusted by the National Geodetic Survey in June 1998..
 JP0340
 JP0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0340
 JP0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0340
 JP0340.The geoid height was determined by GEOID03.
 JP0340
 JP0340;                    North         East     Units Scale Factor Converg.
 JP0340;SPC NV E     - 8,451,069.035   309,799.127   MT  1.00004841   +0 47 32.5
 JP0340;SPC NV E     -27,726,548.99  1,016,399.30   sFT  1.00004841   +0 47 32.5
 JP0340;UTM  11      - 4,298,908.768   732,784.779   MT  1.00026733   +1 40 51.2
 JP0340
 JP0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0340!SPC NV E     -   0.99950984  x   1.00004841  =   0.99955823
 JP0340!UTM  11      -   0.99950984  x   1.00026733  =   0.99977704
 JP0340
 JP0340|---------------------------------------------------------------------|
 JP0340| PID    Reference Object                     Distance      Geod. Az  |
 JP0340|                                                           dddmmss.s |
 JP0340| DD5504 MURPHY RM 1                           6.741 METERS 06721     |
 JP0340| DD5505 MURPHY RM 2                           6.436 METERS 18837     |
 JP0340| JP0341 MURPHY AZ MK                        APPROX. 5.5 KM 2635407.4 |
 JP0340|---------------------------------------------------------------------|
 JP0340
 JP0340                          SUPERSEDED SURVEY CONTROL
 JP0340
 JP0340  NAD 83(1994)-  38 48 29.57199(N)    114 19 08.87782(W) AD(       ) 1
 JP0340  NAD 83(1986)-  38 48 29.56766(N)    114 19 08.88452(W) AD(       ) 1
 JP0340  NAD 27      -  38 48 29.75200(N)    114 19 05.89900(W) AD(       ) 1
 JP0340  NGVD 29 (07/19/86) 3144.9    (m)        10318.     (f) VERT ANG       
 JP0340
 JP0340.Superseded values are not recommended for survey control.
 JP0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0340.See file dsdata.txt to determine how the superseded data were derived.
 JP0340
 JP0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC3278598909(NAD 83)
 JP0340_MARKER: DS = TRIANGULATION STATION DISK
 JP0340_SETTING: 66 = SET IN ROCK OUTCROP
 JP0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JP0340
 JP0340  HISTORY     - Date     Condition        Report By
 JP0340  HISTORY     - 1944     MONUMENTED       CGS
 JP0340  HISTORY     - 1944     GOOD             CGS
 JP0340
 JP0340                          STATION DESCRIPTION
 JP0340
 JP0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 JP0340'STATION IS LOCATED ABOUT 15 MILES (AIR LINE) SW OF BAKER, ABOUT
 JP0340'40 MILES (AIR LINE) SE OF ELY, AND ABOUT 40 MILES (AIR LINE)
 JP0340'NNE OF PONY SPRINGS.  IT IS ABOUT 10 MILES S OF WHEELER PEAK,
 JP0340'ON THE SAME RANGE OF MOUNTAINS.  ABOUT 1-1/4 MILES W OF MURPHY
 JP0340'WASH, ON THE HIGHEST MOUNTAIN IN THE VICINITY WHICH HAS SHEER
 JP0340'CLIFFS ON THE W SIDE AND SCATTERED TIMBER ON IT.
 JP0340'
 JP0340'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 JP0340'OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND IS STAMPED
 JP0340'MURPHY 1944.  IT IS 52-1/2 FEET NW OF A 19-INCH-DIAMETER PINE
 JP0340'TREE, 26 FEET NNE OF A 14-INCH-DIAMETER PINE TREE (BOTH MARKED
 JP0340'WITH TRIANGULAR BLAZES), AND 23 FEET NNE OF THE HIGHEST POINT
 JP0340'OF THE MOUNTAIN.
 JP0340'
 JP0340'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 JP0340'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS ABOUT
 JP0340'2 FEET LOWER IN ELEVATION THAN THE STATION MARK AND IS STAMPED
 JP0340'MURPHY NO 1 1944.
 JP0340'
 JP0340'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 JP0340'HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 2 INCHES ABOVE
 JP0340'THE GROUND.  IT IS ABOUT 2 FEET HIGHER IN ELEVATION THAN THE
 JP0340'STATION MARK AND IS STAMPED MURPHY NO 2 1944.
 JP0340'
 JP0340'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A ROUND CONCRETE
 JP0340'POST FLUSH WITH THE GROUND AND IS STAMPED MURPHY 1944.  IT
 JP0340'IS 31 FEET W OF ROAD LEADING TO THE STATION AND 4.1 FEET SW
 JP0340'OF AN UNPAINTED 4- BY 4-INCH WITNESS POST.
 JP0340'
 JP0340'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 93, 50,
 JP0340'AND 6 IN EAST ELY, GO SE ON U.S. HIGHWAY 93 AND 6 FOR 27 MILES
 JP0340'TO THE JUNCTION OF U.S. HIGHWAYS 93 AND 6 AT A SHELL SERVICE
 JP0340'STATION.  CONTINUE S (RIGHT FORK) ON HIGHWAY 93 FOR 6.9 MILES
 JP0340'TO A GRADED DIRT ROAD LEFT AT SIGN TUNGSTEN METALS 15.  TURN
 JP0340'LEFT AND GO 14.4 MILES TO MILL.  THE ROAD FORKS JUST PAST THE
 JP0340'MILL.  KEEP ON RIGHT FORK FOR 0.4 MILE ON THE MAIN-TRAVELED
 JP0340'ROAD TO ANOTHER FORK.  TAKE THE RIGHT FORK, LEAVING
 JP0340'MAIN-TRAVELED ROAD, AND GO 1.0 MILE TO A FORK.  TAKE THE LEFT
 JP0340'FORK ON A TRACK ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON
 JP0340'THE RIGHT.  CONTINUE FOR 4.5 MILES TO A ROAD LEFT AT A
 JP0340'SIGN MURPHY WASH.  TURN LEFT AND GO 0.5 MILE TO CROSSROADS.
 JP0340'TURN RIGHT DOWN INTO MURPHY WASH AND GO 4.3 MILES TO A ROUND
 JP0340'STEEL WATER TANK ON THE LEFT, ABOUT 1 FOOT DEEP.  CONTINUE FOR
 JP0340'0.9 MILE TO A WATERING TROUGH ON THE RIGHT.  CONTINUE FOR
 JP0340'1.1 MILES TO A RECTANGULAR STEEL WATER TANK ON THE RIGHT.
 JP0340'CONTINUE AROUND WATER TANK AND GO 0.6 MILE TO WATERING
 JP0340'TROUGH ON THE LEFT AT THE BOTTOM OF STEEP HILL.  BEAR LEFT
 JP0340'AROUND TROUGH AND GO 1.2 MILES TO END OF TRUCK TRAVEL JUST
 JP0340'BEFORE REACHING A RED-LOOKING RIDGE ON THE LEFT.  BEAR LEFT
 JP0340'(W) UP THIS RIDGE ABOUT 1-1/4 MILES TO THE TOP OF THE
 JP0340'MOUNTAIN, THEN BEAR RIGHT ALONG THE RIDGE ABOUT 1/2 MILE
 JP0340'NNW TO THE NW END, THE HIGHEST POINT, AND THE STATION.
 JP0340
 JP0340                          STATION RECOVERY (1944)
 JP0340
 JP0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 JP0340'STATION MARK  A BRONZE STATION DISK--STAMPED MURPHY 1944--SET
 JP0340'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0341 ***********************************************************************
 JP0341  DESIGNATION -  MURPHY AZ MK
 JP0341  PID         -  JP0341
 JP0341  STATE/COUNTY-  NV/WHITE PINE
 JP0341  USGS QUAD   -  MINERVA (1986)
 JP0341
 JP0341                         *CURRENT SURVEY CONTROL
 JP0341  ___________________________________________________________________
 JP0341* NAD 83(1994)-  38 48 10.55406(N)    114 22 55.64534(W)     ADJUSTED  
 JP0341* NAVD 88     -      1797.28   (+/-2cm)    5896.6    (feet)  VERTCON   
 JP0341  ___________________________________________________________________
 JP0341  LAPLACE CORR-          10.08  (seconds)                    DEFLEC99
 JP0341  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 JP0341
 JP0341  HORZ ORDER  -  SECOND
 JP0341  VERT ORDER  -  THIRD ? (See Below)
 JP0341
 JP0341.The horizontal coordinates were established by classical geodetic methods
 JP0341.and adjusted by the National Geodetic Survey in June 1998..
 JP0341
 JP0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 JP0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JP0341.The vertical order pertains to the NGVD 29 superseded value.
 JP0341
 JP0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0341
 JP0341.The geoid height was determined by GEOID03.
 JP0341
 JP0341;                    North         East     Units Scale Factor Converg.
 JP0341;SPC NV E     - 8,450,408.832   304,335.724   MT  1.00003401   +0 45 10.1
 JP0341;SPC NV E     -27,724,382.98    998,474.79   sFT  1.00003401   +0 45 10.1
 JP0341;UTM  11      - 4,298,163.773   727,331.122   MT  1.00023643   +1 38 28.2
 JP0341
 JP0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0341!SPC NV E     -   0.99972138  x   1.00003401  =   0.99975538
 JP0341!UTM  11      -   0.99972138  x   1.00023643  =   0.99995774
 JP0341
 JP0341                          SUPERSEDED SURVEY CONTROL
 JP0341
 JP0341  NAD 83(1994)-  38 48 10.55393(N)    114 22 55.64532(W) AD(       ) 2
 JP0341  NAD 83(1986)-  38 48 10.54995(N)    114 22 55.64686(W) AD(       ) 2
 JP0341  NAD 27      -  38 48 10.73300(N)    114 22 52.66000(W) AD(       ) 2
 JP0341  NGVD 29 (07/19/86) 1796.03   (m)         5892.5    (f) LEVELING    3  
 JP0341
 JP0341.Superseded values are not recommended for survey control.
 JP0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0341.See file dsdata.txt to determine how the superseded data were derived.
 JP0341
 JP0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQC2733198164(NAD 83)
 JP0341_MARKER: DZ = AZIMUTH MARK DISK
 JP0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0341+STABILITY: SURFACE MOTION
 JP0341
 JP0341  HISTORY     - Date     Condition        Report By
 JP0341  HISTORY     - 1944     MONUMENTED       CGS
 JP0341
 JP0341                          STATION DESCRIPTION
 JP0341
 JP0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JP0341'TO REACH STATION MURPHY FROM THE JUNCTION OF U.S. HIGHWAYS 93, 50,
 JP0341'AND 6 IN EAST ELY, GO SE ON U.S. HIGHWAY 93 AND 6 FOR 27 MILES
 JP0341'TO THE JUNCTION OF U.S. HIGHWAYS 93 AND 6 AT A SHELL SERVICE
 JP0341'STATION.  CONTINUE S (RIGHT FORK) ON HIGHWAY 93 FOR 6.9 MILES
 JP0341'TO A GRADED DIRT ROAD LEFT AT SIGN TUNGSTEN METALS 15.  TURN
 JP0341'LEFT AND GO 14.4 MILES TO MILL.  THE ROAD FORKS JUST PAST THE
 JP0341'MILL.  KEEP ON RIGHT FORK FOR 0.4 MILE ON THE MAIN-TRAVELED
 JP0341'ROAD TO ANOTHER FORK.  TAKE THE RIGHT FORK, LEAVING
 JP0341'MAIN-TRAVELED ROAD, AND GO 1.0 MILE TO A FORK.  TAKE THE LEFT
 JP0341'FORK ON A TRACK ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON
 JP0341'THE RIGHT.
 JP0341'
 JP0341'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A ROUND CONCRETE
 JP0341'POST FLUSH WITH THE GROUND AND IS STAMPED MURPHY 1944.  IT
 JP0341'IS 31 FEET W OF ROAD LEADING TO THE STATION AND 4.1 FEET SW
 JP0341'OF AN UNPAINTED 4- BY 4-INCH WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0377 ***********************************************************************
 KP0377  DESIGNATION -  MURRY
 KP0377  PID         -  KP0377
 KP0377  STATE/COUNTY-  NV/WHITE PINE
 KP0377  USGS QUAD   -  JUNCTION WELL (1982)
 KP0377
 KP0377                         *CURRENT SURVEY CONTROL
 KP0377  ___________________________________________________________________
 KP0377* NAD 83(1994)-  39 59 26.85747(N)    115 20 50.60251(W)     ADJUSTED  
 KP0377* NAVD 88     -      2505.3    (meters)    8219.     (feet)  VERTCON   
 KP0377  ___________________________________________________________________
 KP0377  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 KP0377  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 KP0377
 KP0377  HORZ ORDER  -  FIRST
 KP0377
 KP0377.The horizontal coordinates were established by classical geodetic methods
 KP0377.and adjusted by the National Geodetic Survey in June 1998..
 KP0377
 KP0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0377
 KP0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0377
 KP0377.The geoid height was determined by GEOID03.
 KP0377
 KP0377;                    North         East     Units Scale Factor Converg.
 KP0377;SPC NV E     - 8,581,616.985   220,148.847   MT  0.99990500   +0 09 05.9
 KP0377;SPC NV E     -28,154,855.06    722,271.68   sFT  0.99990500   +0 09 05.9
 KP0377;UTM  11      - 4,428,043.272   641,088.717   MT  0.99984506   +1 03 44.1
 KP0377
 KP0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0377!SPC NV E     -   0.99961017  x   0.99990500  =   0.99951521
 KP0377!UTM  11      -   0.99961017  x   0.99984506  =   0.99945530
 KP0377
 KP0377:                Primary Azimuth Mark                     Grid Az
 KP0377:SPC NV E     -  MURRY AZ MK                              000 45 11.9
 KP0377:UTM  11      -  MURRY AZ MK                              359 50 33.7
 KP0377
 KP0377|---------------------------------------------------------------------|
 KP0377| PID    Reference Object                     Distance      Geod. Az  |
 KP0377|                                                           dddmmss.s |
 KP0377| DD5506 MURRY AZ MK                                        0005417.8 |
 KP0377| DD5507 MURRY RM 1                            6.258 METERS 02550     |
 KP0377| DD5508 MURRY RM 2                            4.787 METERS 09450     |
 KP0377|---------------------------------------------------------------------|
 KP0377
 KP0377                          SUPERSEDED SURVEY CONTROL
 KP0377
 KP0377  NAD 83(1994)-  39 59 26.85544(N)    115 20 50.59879(W) AD(       ) 1
 KP0377  NAD 83(1986)-  39 59 26.85484(N)    115 20 50.59902(W) AD(       ) 1
 KP0377  NAD 27      -  39 59 27.10147(N)    115 20 47.45887(W) AD(       ) 1
 KP0377  NGVD 29 (07/19/86) 2504.0    (m)         8215.     (f) VERT ANG       
 KP0377
 KP0377.Superseded values are not recommended for survey control.
 KP0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0377.See file dsdata.txt to determine how the superseded data were derived.
 KP0377
 KP0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE4108928043(NAD 83)
 KP0377_MARKER: DS = TRIANGULATION STATION DISK
 KP0377_SETTING: 66 = SET IN ROCK OUTCROP
 KP0377_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KP0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KP0377+STABILITY: POSITION/ELEVATION WELL
 KP0377
 KP0377  HISTORY     - Date     Condition        Report By
 KP0377  HISTORY     - 1965     MONUMENTED       CGS
 KP0377  HISTORY     - 1966     GOOD             USGS
 KP0377  HISTORY     - 1967     GOOD             CGS
 KP0377
 KP0377                          STATION DESCRIPTION
 KP0377
 KP0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KP0377'THE STATION IS LOCATED AT THE SOUTH END OF THE MAVERICK SPRINGS
 KP0377'RANGE ON THE HIGHEST POINT IN THE VICINITY.  IT IS 25 MILES
 KP0377'WEST-NORTHWEST OF CHERRY CREEK, 37 MILES SOUTHWEST OF CURRIE
 KP0377'AND 9 MILES SOUTH OF THE ELKO-WHITE PINE COUNTY LINE.
 KP0377'
 KP0377'TO REACH THE STATION FROM THE HOTEL NEVADA IN ELY, GO WEST
 KP0377'ALONG U.S. HIGHWAY 50 FOR 5 MILES TO THE JUNCTION OF STATE
 KP0377'HIGHWAY 44, CONTINUE WEST ALONG U.S. HIGHWAY 50 FOR 26 MILES
 KP0377'TO A GRAVELED SIDE ROAD RIGHT AT SIGN RUBY MARSHES 67 MILES.
 KP0377'TURN RIGHT AND GO NORTH FOR 4.5 MILES TO A FORK AT SIGN RUBY
 KP0377'VALLEY.  TAKE THE LEFT FORK FOR 13.45 MILES TO A SIDE ROAD
 KP0377'RIGHT, CONTINUE NORTH ON MAIN ROAD FOR 32.15 MILES TO A SIDE
 KP0377'ROAD RIGHT AT SIGN SHANTY TOWN 15 MILES.  CONTINUE
 KP0377'NORTH-NORTHWEST ON THE MAIN ROAD FOR 2.75 MILES TO A DIAGONAL
 KP0377'CROSSROAD.  TURN SHARP RIGHT AND GO EAST ON BLADED ROAD FOR
 KP0377'0.9 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE EAST AND
 KP0377'NORTH FOR 1.45 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO
 KP0377'EAST ALONG BLADED ROAD FOR 5.8 MILES TO A FORK.  TAKE THE
 KP0377'LEFT FORK AND CONTINUE ON THE MAIN ROAD FOR 2.75 MILES TO A DIM
 KP0377'TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD UP CANYON
 KP0377'FOR 0.45 MILE TO TOP OF RIDGE AND A SADDLE.  CROSS OVER
 KP0377'SADDLE AND GO SOUTH-SOUTHWEST DOWN INTO WASH FOR 0.5 MILE
 KP0377'TO A WASH ON THE LEFT.  TURN SHARP LEFT AND FOLLOW THIS WASH
 KP0377'NORTHEAST UP CANYON FOR 0.3 MILE TO A SMALL WASH ON THE
 KP0377'RIGHT.  TURN RIGHT UP WASH AND GO SOUTHEAST FOR 0.5 MILE TO
 KP0377'A POINT JUST BELOW TOP OF RIDGE, BEAR LEFT AND PICK A WAY
 KP0377'THROUGH BOULDERS TO TOP OF RIDGE.  THE AZIMUTH MARK IS ABOUT
 KP0377'0.05 MILE TO THE LEFT ON THE EAST SLOPE OF THE SADDLE ABOUT
 KP0377'100 YARDS EAST OF A GROVE OF TREES.  TURN RIGHT AND GO
 KP0377'NORTHEAST UP THE RIDGE FOR ABOUT 0.3 MILE TO THE HIGHEST POINT
 KP0377'AND THE STATION.  THIS STATION CAN BE DRIVEN ONLY WITH A
 KP0377'4-WHEEL DRIVE WITH A HIGH CLEARANCE.
 KP0377'
 KP0377'THE STATION MARK IS A STANDARD DISK STAMPED MURRY 1965.
 KP0377'IT IS SET IN A DRILL HOLE IN A BOULDER ON THE HIGHEST PART OF
 KP0377'THE MOUNTAIN.  IT IS ABOUT 100 YARDS EAST OF A CAIRN.
 KP0377'
 KP0377'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MURRY NO 1 1965.
 KP0377'IT IS SET IN A DRILL HOLE IN A BOULDER ABOUT 1 FOOT LOWER IN
 KP0377'ELEVATION THAN THE STATION.
 KP0377'
 KP0377'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MURRY NO 2 1965.
 KP0377'IT IS SET IN A DRILL HOLE IN A BOULDER ABOUT THE SAME ELEVATION
 KP0377'AS THE STATION.
 KP0377'
 KP0377'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MURRY 1965.  IT
 KP0377'IS SET IN A DRILL HOLE IN A BOULDER.
 KP0377'
 KP0377'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KP0377
 KP0377                          STATION RECOVERY (1966)
 KP0377
 KP0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KP0377'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39115-1 STATION 1004.
 KP0377'STATION MARK--STANDARD DISC STAMPED---MURRY 1965---SET IN DRILL HOLE
 KP0377'IN BOULDER.
 KP0377
 KP0377                          STATION RECOVERY (1967)
 KP0377
 KP0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0377'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 KP0377'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE 1965
 KP0377'DESCRIPTION IS ADEQUATE.
 KP0377'
 KP0377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--25 MILES
 KP0377'WEST-NORTHWEST OF CHERRY CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1020 ***********************************************************************
 HQ1020  DESIGNATION -  MYSTIC
 HQ1020  PID         -  HQ1020
 HQ1020  STATE/COUNTY-  NV/NYE
 HQ1020  USGS QUAD   -  THIRSTY CANYON (1962)
 HQ1020
 HQ1020                         *CURRENT SURVEY CONTROL
 HQ1020  ___________________________________________________________________
 HQ1020* NAD 83(1994)-  37 10 00.39784(N)    116 30 59.61840(W)     ADJUSTED  
 HQ1020* NAVD 88     -      1762.8    (meters)    5783.     (feet)  VERTCON   
 HQ1020  ___________________________________________________________________
 HQ1020  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 HQ1020  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 HQ1020
 HQ1020  HORZ ORDER  -  SECOND
 HQ1020
 HQ1020.The horizontal coordinates were established by classical geodetic methods
 HQ1020.and adjusted by the National Geodetic Survey in June 1998..
 HQ1020
 HQ1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1020
 HQ1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1020
 HQ1020.The geoid height was determined by GEOID03.
 HQ1020
 HQ1020;                    North         East     Units Scale Factor Converg.
 HQ1020;SPC NV C     - 6,268,145.177   513,330.619   MT  0.99990219   +0 05 26.5
 HQ1020;SPC NV C     -20,564,739.63  1,684,152.21   sFT  0.99990219   +0 05 26.5
 HQ1020;UTM  11      - 4,113,483.160   542,920.540   MT  0.99962269   +0 17 31.4
 HQ1020
 HQ1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1020!SPC NV C     -   0.99972763  x   0.99990219  =   0.99962985
 HQ1020!UTM  11      -   0.99972763  x   0.99962269  =   0.99935042
 HQ1020
 HQ1020|---------------------------------------------------------------------|
 HQ1020| PID    Reference Object                     Distance      Geod. Az  |
 HQ1020|                                                           dddmmss.s |
 HQ1020| DD5510 MYSTIC RM 1                           5.721 METERS 21337     |
 HQ1020| DD5509 MYSTIC AZ MK                                       2454224.3 |
 HQ1020| DD5511 MYSTIC RM 2                           3.876 METERS 30741     |
 HQ1020|---------------------------------------------------------------------|
 HQ1020
 HQ1020                          SUPERSEDED SURVEY CONTROL
 HQ1020
 HQ1020  NAD 83(1986)-  37 10 00.40111(N)    116 30 59.62884(W) AD(       ) 2
 HQ1020  NAD 27      -  37 10 00.60500(N)    116 30 56.40300(W) AD(       ) 2
 HQ1020  NGVD 29 (03/11/99) 1761.7    (m)         5780.     (f) VERT ANG       
 HQ1020
 HQ1020.Superseded values are not recommended for survey control.
 HQ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1020.See file dsdata.txt to determine how the superseded data were derived.
 HQ1020
 HQ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB4292113483(NAD 83)
 HQ1020_MARKER: DS = TRIANGULATION STATION DISK
 HQ1020_SETTING: 66 = SET IN ROCK OUTCROP
 HQ1020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ1020+STABILITY: POSITION/ELEVATION WELL
 HQ1020
 HQ1020  HISTORY     - Date     Condition        Report By
 HQ1020  HISTORY     - 1949     MONUMENTED       CGS
 HQ1020  HISTORY     - 1950     GOOD             CGS
 HQ1020  HISTORY     - 1952     GOOD             AMS
 HQ1020  HISTORY     - 1962     GOOD             USGS
 HQ1020
 HQ1020                          STATION DESCRIPTION
 HQ1020
 HQ1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 HQ1020'THE STATION IS LOCATED 15-1/2 MILES NORTHEAST OF SPRINGDALE,
 HQ1020'6 MILES EAST OF THIRSTY CANYON, AND 3 MILES SOUTHEAST OF REED
 HQ1020'TANK.  IT IS LOCATED ON A RIDGE ABOUT 1/2 MILE LONG WHICH
 HQ1020'EXTENDS IN A NORTH-SOUTH DIRECTION, FLAT ON ITS TOP, AND 50
 HQ1020'TO 100 METERS ACROSS.  THE RIDGE IS SURMOUNTED WITH A LOW
 HQ1020'RIMROCK, ABOUT 20 TO 30 FEET HIGH, BROKEN ALONG THE FACES.  THE
 HQ1020'MARK IS SET FLUSH IN A PORTION OF BEDROCK WHICH PROTRUDES 18
 HQ1020'INCHES.  IT IS STAMPED MYSTIC 1949.
 HQ1020'
 HQ1020'REFERENCE MARK NO. 1 PROTRUDES 10 INCHES ABOVE THE SURFACE OF THE
 HQ1020'GROUND, AND REFERENCE MARK NO. 2 PROTRUDES 12 INCHES.  THEY
 HQ1020'ARE STAMPED MYSTIC NO 1 1949 AND MYSTIC NO 2 1949, RESPECTIVELY.
 HQ1020'
 HQ1020'THE AZIMUTH MARK IS SET FLUSH IN BEDROCK AND IS STAMPED MYSTIC
 HQ1020'1949.
 HQ1020'
 HQ1020'TO REACH THE STATION FROM THE POST OFFICE IN BEATTY, GO NORTH
 HQ1020'ON U.S. HIGHWAY 95 FOR 8.6 MILES TO A SIDE ROAD EASTERLY.
 HQ1020'TURN OFF THE HIGHWAY AND GO TOWARDS THE EL RANCHO MARGUERITA
 HQ1020'FOR 2.3 MILES TO THE LEFT OF THE ENTRANCE OF THE RANCH BUILDINGS.
 HQ1020'CONTINUE STRAIGHT AHEAD, EASTERLY, ON THE MAIN TRAVELED ROAD FOR
 HQ1020'3.0 MILES TO A CROSSROAD.  KEEP RIGHT, EASTERLY, FOR 0.8 MILES
 HQ1020'TO THE BUILDINGS OF THE UPPER RANCH OF THE EL RANCHO
 HQ1020'MARGUERITA.  FROM THESE BUILDINGS TAKE A ROAD EASTERLY FOR 0.15
 HQ1020'MILE TO A WASH.  ENTER THE WASH AND GO 7.8 MILES TO WHERE
 HQ1020'IT FORKS.  TURN INTO THE RIGHT WASH AND GO 0.6 MILES
 HQ1020'UNTIL YOU ARE ACROSS FROM A BARE SPOT ON A RIDGE.  TURN RIGHT
 HQ1020'AND GO 0.1 MILE TO THIS BARE SPOT.  FROM HERE CONTINUE UP THE
 HQ1020'SLOPE, BEARING LEFT TO A RIDGE, THEN AROUND TO A CAIRN AND
 HQ1020'THE AZIMUTH MARK.  THIS ROAD FORMS A U, AND THE DISTANCE TO
 HQ1020'THE CAIRN IS 1.2 MILES.  FROM THE CAIRN GO ACROSS COUNTRY
 HQ1020'ON BEARING 65 DEGREES TRUE FOR 1.6 MILES TO AN ARMY SIGN.
 HQ1020'FROM HERE BEAR 63 DEGREES TRUE FOR 2.0 MILES TO THE END OF
 HQ1020'TRUCK TRAVEL AT THE BASE OF THE RIMROCK.  PACK NORTHEASTERLY
 HQ1020'FOR 30 MINUTES.
 HQ1020
 HQ1020                          STATION RECOVERY (1950)
 HQ1020
 HQ1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HQ1020'THIS STATION WAS BUILT BUT NOT OCCUPIED BY M.T. PAULSON IN
 HQ1020'1949.
 HQ1020'
 HQ1020'THE STATION IS LOCATED ON THE NORTH END OF A FLAT-TOPPED RIDGE
 HQ1020'THAT IS ABOUT 1/2 MILE LONG AND 300 FEET WIDE.  IT IS ABOUT
 HQ1020'23 MILES NORTHEAST OF THE TOWN OF BEATTY AND ABOUT 19 MILES
 HQ1020'WEST NORTHWEST OF TIPPAPAH SPRINGS.  THE DISK IS SET IN A LARGE
 HQ1020'OUTCROP OF BEDROCK THAT IS ABOUT 2 FEET HIGHER THAN THE
 HQ1020'SURROUNDING ROCK AND IS STAMPED MYSTIC 1949.
 HQ1020'
 HQ1020'REFERENCE MARK NUMBER 1, STAMPED MYSTIC NO 1 1949, IS SET IN
 HQ1020'BEDROCK THAT IS ABOUT 2 FEET LOWER THAN THE STATION.
 HQ1020'
 HQ1020'REFERENCE MARK NUMBER 2, STAMPED MYSTIC NO 2 1949, IS ABOUT
 HQ1020'2 FEET SOUTHWEST OF A 3 FOOT CAIRN.
 HQ1020'
 HQ1020'THE AZIMUTH MARK, STAMPED MYSTIC 1949, IS SET IN OUTCROPPING
 HQ1020'BEDROCK AT THE WEST END OF A LOW RIDGE THAT BREAKS OFF SHARPLY
 HQ1020'TO THE WEST OF THE MARK.  IT IS ABOUT 3 FEET EAST OF A CAIRN.
 HQ1020'
 HQ1020'THE STATION CAN BE REACHED FROM THE POST OFFICE IN BEATTY
 HQ1020'BY GOING NORTH ON U.S. HIGHWAY 95 FOR 8.6 MILES TO A SIDE ROAD
 HQ1020'TO THE RIGHT.  TURN RIGHT AND GO 2.3 MILES TO THE ENTRANCE TO THE
 HQ1020'EL RANCHO MARGUERITA.  CONTINUE STRAIGHT AHEAD FOR 0.8 MILE
 HQ1020'TO A REVERSE FORK.  HERE BEAR RIGHT AND CONTINUE ON THE MAIN
 HQ1020'TRAVELED ROAD FOR 0.8 MILE TO A GROUP OF BUILDINGS.  TURN RIGHT
 HQ1020'AND GO EAST FOR 0.15 MILE TO A DEEP WASH.  GO UP THE WASH FOR
 HQ1020'8.5 MILES TO WHERE IT HAS THREE FORKS.  TAKE THE FORK ON THE
 HQ1020'RIGHT FOR 1.4 MILES TO WHERE IT FORKS AGAIN.  TAKE THE RIGHT FORK
 HQ1020'AND GO 0.6 MILE, THEN LEAVE THE WASH AND FOLLOW ALONG THE
 HQ1020'STEEP HILLSIDE TO THE EAST OF THE WASH UNTIL REACHING THE TOP OF
 HQ1020'THE FIRST RIDGE.  FROM HERE BEAR RIGHT AND CROSS A SMALL WASH TO
 HQ1020'THE END OF ANOTHER RIDGE.  TURN LEFT AND GO UP THE RIDGE TO ITS
 HQ1020'WEST END AND THE AZIMUTH MARK.  FROM THE AZIMUTH MARK DRIVE
 HQ1020'CROSS COUNTRY FOR ABOUT 3-1/2 MILES, KEEPING A BEARING OF 65
 HQ1020'DEGREES (TRUE), TOWARD THE HIGHEST RIDGE THAT APPEARS TO
 HQ1020'LIE ACROSS THE END OF A SMALL VALLEY.  CONTINUE UP THE LOWER
 HQ1020'SLOPE OF THIS RIDGE TO OUTCROPPING BENCHES OF ROCK AND THE END
 HQ1020'OF TRUCK TRAVEL.  FROM HERE PACK NORTH NORTHWEST UP THE RIDGES TO
 HQ1020'THE HIGHEST POINT AND THE STATION.  A 30 MINUTE PACK.
 HQ1020
 HQ1020                          STATION RECOVERY (1952)
 HQ1020
 HQ1020'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ1020'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 HQ1020'IN GOOD CONDITION AND AS DESCRIBED.
 HQ1020'
 HQ1020'TO REACH THE STATION FROM THE POST OFFICE IN BEATTY, GO NW
 HQ1020'ON U.S. HIGHWAY 95 FOR 8.3 MILES TO A SIDE ROAD NORTHEASTERLY.
 HQ1020'TURN RIGHT AND GO NORTH AND EAST FOR 2.1 MILES TO THE ENTRANCE OF
 HQ1020'EL RANCHO MARGUERITA.  CONTINUE STRAIGHT AHEAD EAST AND NORTH
 HQ1020'ON THE MAIN TRAVELED ROAD FOR 3.8 MILES TO THE BUILDINGS OF THE
 HQ1020'UPPER RANCH OF THE EL RANCHO MARGUERITA.  FROM THESE BUILDINGS
 HQ1020'TAKE A ROAD EAST FOR 0.15 MILE TO A NORTH-SOUTH WASH.  TURN
 HQ1020'LEFT AND DRIVE UP THE MAIN WASH FOR 7.8 MILES TO WHERE IT
 HQ1020'FORKS.  TURN RIGHT AND FOLLOW THIS RIGHT BRANCH OF THE WASH FOR
 HQ1020'3.5 MILES TO THE SITE OF THE AZIMUTH MARK AND A ROCK CAIRN
 HQ1020'LOCATED AT THE WEST END OF A LOW RIDGE THAT BREAKS OFF SHARPLY
 HQ1020'TO THE WEST.  FROM THE AZIMUTH MARK AND THE CAIRN GO ACROSS
 HQ1020'COUNTRY ON BEARING 65 DEGREES TRUE FOR 1.6 MILES TO AN ARMY
 HQ1020'SIGN.  FROM HERE BEAR 63 DEGREES TRUE ACROSS COUNTRY TOWARD
 HQ1020'THE HIGHEST RIDGE THAT APPEARS TO LIE ACROSS THE END OF A
 HQ1020'SMALL VALLEY FOR 2.0 MILES TO THE BASE OF RIMROCK AND THE END
 HQ1020'OF TRUCK TRAVEL.  FROM HERE PACK NE TO THE STATION SITE AT
 HQ1020'THE NORTH END OF TOP OF RIDGE.
 HQ1020'
 HQ1020'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 HQ1020'TOP OF A 7 X 11 FOOT BOULDER PROJECTING 1.0 FOOT AND IS STAMPED
 HQ1020'MYSTIC 1949.
 HQ1020
 HQ1020                          STATION RECOVERY (1962)
 HQ1020
 HQ1020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HQ1020'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37116-3, STATION 1007.
 HQ1020'NOTE BY USGS, 1962--STATION FOUND AS DESCRIBED, ALL MARKES IN GOOD
 HQ1020'CONDITION. STATION MARK--A STANDARD DISK, STAMPED---MYSTIC 1949---,
 HQ1020'SET IN A DRILL HOLE IN THE TOP OF A 7 X 11 FOOT BOULDER PROJECTING 1.0
 HQ1020'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0747 ***********************************************************************
 GR0747  DESIGNATION -  N 1
 GR0747  PID         -  GR0747
 GR0747  STATE/COUNTY-  NV/CLARK
 GR0747  USGS QUAD   -  FARRIER (1969)
 GR0747
 GR0747                         *CURRENT SURVEY CONTROL
 GR0747  ___________________________________________________________________
 GR0747* NAD 83(1986)-  36 48 42.     (N)    114 39 07.     (W)     SCALED    
 GR0747* NAVD 88     -       532.508  (meters)    1747.07   (feet)  ADJUSTED  
 GR0747  ___________________________________________________________________
 GR0747  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 GR0747  DYNAMIC HT  -         531.999 (meters)    1745.40  (feet)  COMP
 GR0747  MODELED GRAV-     979,660.9   (mgal)                       NAVD 88
 GR0747
 GR0747  VERT ORDER  -  FIRST     CLASS I
 GR0747
 GR0747.The horizontal coordinates were scaled from a topographic map and have
 GR0747.an estimated accuracy of +/- 6 seconds.
 GR0747
 GR0747.The orthometric height was determined by differential leveling
 GR0747.and adjusted by the National Geodetic Survey in June 1991..
 GR0747.WARNING-Repeat measurements at this control monument indicate possible
 GR0747.vertical movement.
 GR0747
 GR0747.The geoid height was determined by GEOID03.
 GR0747
 GR0747.The dynamic height is computed by dividing the NAVD 88
 GR0747.geopotential number by the normal gravity value computed on the
 GR0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0747.degrees latitude (g = 980.6199 gals.).
 GR0747
 GR0747.The modeled gravity was interpolated from observed gravity values.
 GR0747
 GR0747;                    North         East    Units  Estimated Accuracy
 GR0747;SPC NV E     - 8,229,130.      283,100.      MT  (+/- 180 meters Scaled)
 GR0747
 GR0747                          SUPERSEDED SURVEY CONTROL
 GR0747
 GR0747  NGVD 29 (??/??/92)  531.829  (m)         1744.84   (f) ADJ UNCH    1 1
 GR0747
 GR0747.Superseded values are not recommended for survey control.
 GR0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0747.See file dsdata.txt to determine how the superseded data were derived.
 GR0747
 GR0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA094765(NAD 83)
 GR0747_MARKER: P = PIPE CAP
 GR0747_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0747_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0747_STAMPING: N 1
 GR0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0747
 GR0747  HISTORY     - Date     Condition        Report By
 GR0747  HISTORY     - UNK      MONUMENTED       CGS
 GR0747  HISTORY     - 1949     GOOD             NGS
 GR0747  HISTORY     - 1963     GOOD             NGS
 GR0747
 GR0747                          STATION DESCRIPTION
 GR0747
 GR0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0747'10.3 MI N FROM MOAPA.
 GR0747'10.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0747'MOAPA, 4 POLES SOUTHEAST OF MILEPOLE 393, ABOUT 200 YARDS NORTHEAST OF
 GR0747'THE NORTHEAST RAIL, 180 FEET SOUTH OF THE APPROXIMATE CENTER OF A DRY
 GR0747'WASH, 120 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 3.7 FEET
 GR0747'SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT 6 FEET LOWER THAN THE
 GR0747'TRACK, AND SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5
 GR0747'FOOT ABOVE THE GROUND.
 GR0747
 GR0747                          STATION RECOVERY (1963)
 GR0747
 GR0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1591 ***********************************************************************
 GR1591  DESIGNATION -  N 1
 GR1591  PID         -  GR1591
 GR1591  STATE/COUNTY-  NV/CLARK
 GR1591  USGS QUAD   -  BOULDER BEACH (1970)
 GR1591
 GR1591                         *CURRENT SURVEY CONTROL
 GR1591  ___________________________________________________________________
 GR1591* NAD 83(1994)-  36 02 04.33302(N)    114 45 39.18688(W)     ADJUSTED  
 GR1591* NAVD 88     -       393.7    (meters)    1292.     (feet)  VERTCON   
 GR1591  ___________________________________________________________________
 GR1591  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GR1591  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GR1591
 GR1591  HORZ ORDER  -  THIRD
 GR1591
 GR1591.The horizontal coordinates were established by classical geodetic methods
 GR1591.and adjusted by the National Geodetic Survey in June 1998..
 GR1591
 GR1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1591
 GR1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1591
 GR1591.The geoid height was determined by GEOID03.
 GR1591
 GR1591;                    North         East     Units Scale Factor Converg.
 GR1591;SPC NV E     - 8,142,815.228   274,115.984   MT  0.99996766   +0 29 01.8
 GR1591;SPC NV E     -26,715,219.63    899,328.86   sFT  0.99996766   +0 29 01.8
 GR1591;SPC AZ W     -   558,836.115   122,259.222   MT  1.00003556   -0 35 41.0
 GR1591;SPC AZ W     - 1,833,451.82    401,112.93   iFT  1.00003556   -0 35 41.0
 GR1591;UTM  11      - 3,990,098.702   701,734.008   MT  1.00010148   +1 19 03.6
 GR1591
 GR1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1591!SPC NV E     -   0.99994264  x   0.99996766  =   0.99991031
 GR1591!SPC AZ W     -   0.99994264  x   1.00003556  =   0.99997820
 GR1591!UTM  11      -   0.99994264  x   1.00010148  =   1.00004412
 GR1591
 GR1591:                Primary Azimuth Mark                     Grid Az
 GR1591:SPC NV E     -  ROUGH                                    190 56 50.4
 GR1591:SPC AZ W     -  ROUGH                                    192 01 33.2
 GR1591:UTM  11      -  ROUGH                                    190 06 48.6
 GR1591
 GR1591|---------------------------------------------------------------------|
 GR1591| PID    Reference Object                     Distance      Geod. Az  |
 GR1591|                                                           dddmmss.s |
 GR1591| GR1871 ROUGH                               APPROX. 2.5 KM 1912552.2 |
 GR1591|---------------------------------------------------------------------|
 GR1591
 GR1591                          SUPERSEDED SURVEY CONTROL
 GR1591
 GR1591  NAD 83(1992)-  36 02 04.33287(N)    114 45 39.18692(W) AD(       ) 3
 GR1591  NAD 83(1992)-  36 02 04.33300(N)    114 45 39.18688(W) AD(       ) 3
 GR1591  NAD 83(1986)-  36 02 04.32139(N)    114 45 39.17495(W) AD(       ) 3
 GR1591  NGVD 29 (06/27/88)  393.0    (m)         1289.     (f) VERT ANG       
 GR1591
 GR1591.Superseded values are not recommended for survey control.
 GR1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1591.See file dsdata.txt to determine how the superseded data were derived.
 GR1591
 GR1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0173490099(NAD 83)
 GR1591_MARKER: DS = TRIANGULATION STATION DISK
 GR1591_SETTING: 80 = SET IN A BOULDER
 GR1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1591+STABILITY: SURFACE MOTION
 GR1591
 GR1591  HISTORY     - Date     Condition        Report By
 GR1591  HISTORY     - 1947     MONUMENTED       USGS
 GR1591  HISTORY     - 19970924 GOOD             USPSQD
 GR1591
 GR1591                          STATION DESCRIPTION
 GR1591
 GR1591'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1591'LOCATED ABOUT 3.4 MI SE. OF N.P.S. BOAT DOCK, ABOUT 1 MI NW. OF
 GR1591'HOOVER DAM.  ON MOST SOUTHERLY ONE OF BOULDER ISLANDS, ABOUT 20
 GR1591'FT. S. OF HIGHEST POINT OF ISLAND AND ABOUT 2 FT. LOWER.
 GR1591'
 GR1591'TO REACH NOT GIVEN.
 GR1591'
 GR1591'STATION MARK--STANDARD TABLET STAMPED---N1 1947---, SET IN TOP OF
 GR1591'BOULDER IN PLACE.
 GR1591'
 GR1591'RMS--NONE SET.
 GR1591'
 GR1591'NOTE--BROCK AND WEYMOUTH STATION, 2 X 2 INCH STAKE WITH ROCK
 GR1591'CAIRN CENTERED AROUND IT, DESIGNATED HILL 13, 17.87 FT. NNW. OF
 GR1591'STATION.
 GR1591
 GR1591                          STATION RECOVERY (1997)
 GR1591
 GR1591'RECOVERY NOTE BY US POWER SQUADRON 1997
 GR1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1664 ***********************************************************************
 GR1664  DESIGNATION -  N 1 A
 GR1664  PID         -  GR1664
 GR1664  STATE/COUNTY-  NV/CLARK
 GR1664  USGS QUAD   -  HOOVER DAM (1997)
 GR1664
 GR1664                         *CURRENT SURVEY CONTROL
 GR1664  ___________________________________________________________________
 GR1664* NAD 83(1994)-  36 02 01.46797(N)    114 44 02.60756(W)     ADJUSTED  
 GR1664* NAVD 88     -       377.7    (meters)    1239.     (feet)  VERTCON   
 GR1664  ___________________________________________________________________
 GR1664  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 GR1664  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GR1664
 GR1664  HORZ ORDER  -  THIRD
 GR1664
 GR1664.The horizontal coordinates were established by classical geodetic methods
 GR1664.and adjusted by the National Geodetic Survey in June 1998..
 GR1664
 GR1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1664
 GR1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1664
 GR1664.The geoid height was determined by GEOID03.
 GR1664
 GR1664;                    North         East     Units Scale Factor Converg.
 GR1664;SPC NV E     - 8,142,747.676   276,534.412   MT  0.99997215   +0 29 58.6
 GR1664;SPC NV E     -26,714,998.00    907,263.32   sFT  0.99997215   +0 29 58.6
 GR1664;SPC AZ W     -   558,723.047   124,676.101   MT  1.00003021   -0 34 44.1
 GR1664;SPC AZ W     - 1,833,080.86    409,042.33   iFT  1.00003021   -0 34 44.1
 GR1664;UTM  11      - 3,990,066.347   704,153.496   MT  1.00011358   +1 20 00.3
 GR1664
 GR1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1664!SPC NV E     -   0.99994515  x   0.99997215  =   0.99991730
 GR1664!SPC AZ W     -   0.99994515  x   1.00003021  =   0.99997536
 GR1664!UTM  11      -   0.99994515  x   1.00011358  =   1.00005872
 GR1664
 GR1664:                Primary Azimuth Mark                     Grid Az
 GR1664:SPC NV E     -  A 3                                      338 33 54.2
 GR1664:SPC AZ W     -  A 3                                      339 38 36.9
 GR1664:UTM  11      -  A 3                                      337 43 52.5
 GR1664
 GR1664|---------------------------------------------------------------------|
 GR1664| PID    Reference Object                     Distance      Geod. Az  |
 GR1664|                                                           dddmmss.s |
 GR1664| GR1517 A 3                                 APPROX. 2.7 KM 3390352.8 |
 GR1664|---------------------------------------------------------------------|
 GR1664
 GR1664                          SUPERSEDED SURVEY CONTROL
 GR1664
 GR1664  NAD 83(1992)-  36 02 01.46797(N)    114 44 02.60756(W) AD(       ) 3
 GR1664  NAD 83(1986)-  36 02 01.45572(N)    114 44 02.59633(W) AD(       ) 3
 GR1664  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GR1664
 GR1664.Superseded values are not recommended for survey control.
 GR1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1664.See file dsdata.txt to determine how the superseded data were derived.
 GR1664
 GR1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0415390066(NAD 83)
 GR1664_MARKER: DS = TRIANGULATION STATION DISK
 GR1664_SETTING: 66 = SET IN ROCK OUTCROP
 GR1664_SP_SET: SET IN BEDROCK
 GR1664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1664+STABILITY: POSITION/ELEVATION WELL
 GR1664
 GR1664  HISTORY     - Date     Condition        Report By
 GR1664  HISTORY     - 1948     MONUMENTED       USGS
 GR1664
 GR1664                          STATION DESCRIPTION
 GR1664
 GR1664'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1664'LOCATED ABOUT 1.3 MI N. OF HOOVER DAM.  ABOUT 3500 FT. NW. OF
 GR1664'SOUTHEAST CORNER OF PROMONTORY POINT, ON ROCKY SIDEHILL, ABOUT 40
 GR1664'FT. ABOVE HIGH WATER MARK.
 GR1664'
 GR1664'TO REACH NOT GIVEN.
 GR1664'
 GR1664'STATION MARK--STANDARD TABLET STAMPED---N1A 1948---, CEMENTED IN
 GR1664'BEDROCK.
 GR1664'
 GR1664'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1665 ***********************************************************************
 GR1665  DESIGNATION -  N 1 B
 GR1665  PID         -  GR1665
 GR1665  STATE/COUNTY-  NV/CLARK
 GR1665  USGS QUAD   -  HOOVER DAM (1997)
 GR1665
 GR1665                         *CURRENT SURVEY CONTROL
 GR1665  ___________________________________________________________________
 GR1665* NAD 83(1994)-  36 01 43.27062(N)    114 43 29.53685(W)     ADJUSTED  
 GR1665* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1665  ___________________________________________________________________
 GR1665  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 GR1665  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GR1665
 GR1665  HORZ ORDER  -  THIRD
 GR1665
 GR1665.The horizontal coordinates were established by classical geodetic methods
 GR1665.and adjusted by the National Geodetic Survey in June 1998..
 GR1665
 GR1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1665
 GR1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1665
 GR1665.The geoid height was determined by GEOID03.
 GR1665
 GR1665;                    North         East     Units Scale Factor Converg.
 GR1665;SPC NV E     - 8,142,194.091   277,367.219   MT  0.99997373   +0 30 17.9
 GR1665;SPC NV E     -26,713,181.78    909,995.62   sFT  0.99997373   +0 30 17.9
 GR1665;SPC AZ W     -   558,153.852   125,498.388   MT  1.00002842   -0 34 24.4
 GR1665;SPC AZ W     - 1,831,213.43    411,740.12   iFT  1.00002842   -0 34 24.4
 GR1665;UTM  11      - 3,989,524.861   704,994.390   MT  1.00011782   +1 20 19.2
 GR1665
 GR1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1665!SPC NV E     -   0.99994703  x   0.99997373  =   0.99992076
 GR1665!SPC AZ W     -   0.99994703  x   1.00002842  =   0.99997545
 GR1665!UTM  11      -   0.99994703  x   1.00011782  =   1.00006485
 GR1665
 GR1665:                Primary Azimuth Mark                     Grid Az
 GR1665:SPC NV E     -  A 1 A                                    088 06 51.0
 GR1665:SPC AZ W     -  A 1 A                                    089 11 33.3
 GR1665:UTM  11      -  A 1 A                                    087 16 49.7
 GR1665
 GR1665|---------------------------------------------------------------------|
 GR1665| PID    Reference Object                     Distance      Geod. Az  |
 GR1665|                                                           dddmmss.s |
 GR1665| GR1488 A 1 A                               478.215 METERS 0883708.9 |
 GR1665| GR1489 A 1 B                               APPROX. 0.6 KM 1804500.4 |
 GR1665|---------------------------------------------------------------------|
 GR1665
 GR1665                          SUPERSEDED SURVEY CONTROL
 GR1665
 GR1665  NAD 83(1992)-  36 01 43.27062(N)    114 43 29.53685(W) AD(       ) 3
 GR1665  NAD 83(1986)-  36 01 43.25824(N)    114 43 29.52587(W) AD(       ) 3
 GR1665  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1665
 GR1665.Superseded values are not recommended for survey control.
 GR1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1665.See file dsdata.txt to determine how the superseded data were derived.
 GR1665
 GR1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0499489525(NAD 83)
 GR1665_MARKER: DS = TRIANGULATION STATION DISK
 GR1665_SETTING: 66 = SET IN ROCK OUTCROP
 GR1665_SP_SET: SET IN ROCK OUTCROP
 GR1665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1665+STABILITY: POSITION/ELEVATION WELL
 GR1665
 GR1665  HISTORY     - Date     Condition        Report By
 GR1665  HISTORY     - 1947     MONUMENTED       USGS
 GR1665
 GR1665                          STATION DESCRIPTION
 GR1665
 GR1665'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1665'LOCATED ABOUT 5500 FT. E. OF NORTHEAST INTAKE TOWER OF HOOVER
 GR1665'DAM, ON ROCKY POINT WHICH FORMS ENTRANCE TO BLACK CANYON ON
 GR1665'NEVADA SIDE, ABOUT 100 FT. ABOVE HIGH WATER MARK.
 GR1665'
 GR1665'TO REACH NOT GIVEN.
 GR1665'
 GR1665'STATION MARK--STANDARD TABLET STAMPED---N1B 1947---, CEMENTED IN
 GR1665'ROCK OUTCROP.
 GR1665'
 GR1665'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1666 ***********************************************************************
 GR1666  DESIGNATION -  N 1 C
 GR1666  PID         -  GR1666
 GR1666  STATE/COUNTY-  NV/CLARK
 GR1666  USGS QUAD   -  HOOVER DAM (1997)
 GR1666
 GR1666                         *CURRENT SURVEY CONTROL
 GR1666  ___________________________________________________________________
 GR1666* NAD 83(1994)-  36 01 22.29806(N)    114 43 49.97778(W)     ADJUSTED  
 GR1666* NAVD 88     -       374.7    (meters)    1229.     (feet)  VERTCON   
 GR1666  ___________________________________________________________________
 GR1666  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 GR1666  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GR1666
 GR1666  HORZ ORDER  -  THIRD
 GR1666
 GR1666.The horizontal coordinates were established by classical geodetic methods
 GR1666.and adjusted by the National Geodetic Survey in June 1998..
 GR1666
 GR1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1666
 GR1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1666
 GR1666.The geoid height was determined by GEOID03.
 GR1666
 GR1666;                    North         East     Units Scale Factor Converg.
 GR1666;SPC NV E     - 8,141,543.220   276,861.144   MT  0.99997277   +0 30 05.6
 GR1666;SPC NV E     -26,711,046.38    908,335.27   sFT  0.99997277   +0 30 05.6
 GR1666;SPC AZ W     -   557,512.585   124,980.125   MT  1.00002955   -0 34 36.1
 GR1666;SPC AZ W     - 1,829,109.53    410,039.78   iFT  1.00002955   -0 34 36.1
 GR1666;UTM  11      - 3,988,866.602   704,497.768   MT  1.00011531   +1 20 06.5
 GR1666
 GR1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1666!SPC NV E     -   0.99994562  x   0.99997277  =   0.99991839
 GR1666!SPC AZ W     -   0.99994562  x   1.00002955  =   0.99997517
 GR1666!UTM  11      -   0.99994562  x   1.00011531  =   1.00006093
 GR1666
 GR1666:                Primary Azimuth Mark                     Grid Az
 GR1666:SPC NV E     -  A 1 C                                    190 03 52.1
 GR1666:SPC AZ W     -  A 1 C                                    191 08 33.8
 GR1666:UTM  11      -  A 1 C                                    189 13 51.2
 GR1666
 GR1666|---------------------------------------------------------------------|
 GR1666| PID    Reference Object                     Distance      Geod. Az  |
 GR1666|                                                           dddmmss.s |
 GR1666| GR1490 A 1 C                               APPROX. 0.5 KM 1903357.7 |
 GR1666| GR1589 P 7                                 494.280 METERS 2261314.1 |
 GR1666|---------------------------------------------------------------------|
 GR1666
 GR1666                          SUPERSEDED SURVEY CONTROL
 GR1666
 GR1666  NAD 83(1992)-  36 01 22.29806(N)    114 43 49.97778(W) AD(       ) 3
 GR1666  NAD 83(1986)-  36 01 22.28594(N)    114 43 49.96687(W) AD(       ) 3
 GR1666  NGVD 29 (06/27/88)  374.0    (m)         1227.     (f) VERT ANG       
 GR1666
 GR1666.Superseded values are not recommended for survey control.
 GR1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1666.See file dsdata.txt to determine how the superseded data were derived.
 GR1666
 GR1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0449888867(NAD 83)
 GR1666_MARKER: DS = TRIANGULATION STATION DISK
 GR1666_SETTING: 66 = SET IN ROCK OUTCROP
 GR1666_SP_SET: SET IN BEDROCK
 GR1666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1666+STABILITY: POSITION/ELEVATION WELL
 GR1666
 GR1666  HISTORY     - Date     Condition        Report By
 GR1666  HISTORY     - 1947     MONUMENTED       USGS
 GR1666
 GR1666                          STATION DESCRIPTION
 GR1666
 GR1666'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1666'LOCATED 2800 FT. E. OF NORTHEAST INTAKE TOWER OF HOOVER DAM, ON
 GR1666'PROMINENT ROCKY POINT, ABOUT 140 FT. ABOVE HIGH WATER MARK.
 GR1666'
 GR1666'TO REACH NOT GIVEN.
 GR1666'
 GR1666'STATION MARK--STANDARD TABLET STAMPED---N1C 1947---, CEMENTED IN
 GR1666'BEDROCK.
 GR1666'
 GR1666'RMS--NONE SET.
 GR1666'
 GR1666'NOTE--CHISELED CROSS, 10.9 FT. ESE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1667 ***********************************************************************
 GR1667  DESIGNATION -  N 1 D
 GR1667  PID         -  GR1667
 GR1667  STATE/COUNTY-  NV/CLARK
 GR1667  USGS QUAD   -  HOOVER DAM (1997)
 GR1667
 GR1667                         *CURRENT SURVEY CONTROL
 GR1667  ___________________________________________________________________
 GR1667* NAD 83(1994)-  36 01 02.16957(N)    114 44 17.27149(W)     ADJUSTED  
 GR1667* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1667  ___________________________________________________________________
 GR1667  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 GR1667  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1667
 GR1667  HORZ ORDER  -  THIRD
 GR1667
 GR1667.The horizontal coordinates were established by classical geodetic methods
 GR1667.and adjusted by the National Geodetic Survey in June 1998..
 GR1667
 GR1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1667
 GR1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1667
 GR1667.The geoid height was determined by GEOID03.
 GR1667
 GR1667;                    North         East     Units Scale Factor Converg.
 GR1667;SPC NV E     - 8,140,916.904   276,183.185   MT  0.99997149   +0 29 49.3
 GR1667;SPC NV E     -26,708,991.54    906,111.00   sFT  0.99997149   +0 29 49.3
 GR1667;SPC AZ W     -   556,899.101   124,290.460   MT  1.00003105   -0 34 51.9
 GR1667;SPC AZ W     - 1,827,096.79    407,777.10   iFT  1.00003105   -0 34 51.9
 GR1667;UTM  11      - 3,988,230.400   703,828.897   MT  1.00011195   +1 19 49.8
 GR1667
 GR1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1667!SPC NV E     -   0.99994704  x   0.99997149  =   0.99991853
 GR1667!SPC AZ W     -   0.99994704  x   1.00003105  =   0.99997809
 GR1667!UTM  11      -   0.99994704  x   1.00011195  =   1.00005898
 GR1667
 GR1667:                Primary Azimuth Mark                     Grid Az
 GR1667:SPC NV E     -  P 7                                      049 03 06.5
 GR1667:SPC AZ W     -  P 7                                      050 07 47.7
 GR1667:UTM  11      -  P 7                                      048 13 06.0
 GR1667
 GR1667|---------------------------------------------------------------------|
 GR1667| PID    Reference Object                     Distance      Geod. Az  |
 GR1667|                                                           dddmmss.s |
 GR1667| GR1589 P 7                                 429.116 METERS 0493255.8 |
 GR1667|---------------------------------------------------------------------|
 GR1667
 GR1667                          SUPERSEDED SURVEY CONTROL
 GR1667
 GR1667  NAD 83(1992)-  36 01 02.16956(N)    114 44 17.27147(W) AD(       ) 3
 GR1667  NAD 83(1986)-  36 01 02.15783(N)    114 44 17.26063(W) AD(       ) 3
 GR1667  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1667
 GR1667.Superseded values are not recommended for survey control.
 GR1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1667.See file dsdata.txt to determine how the superseded data were derived.
 GR1667
 GR1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0382988230(NAD 83)
 GR1667_MARKER: DS = TRIANGULATION STATION DISK
 GR1667_SETTING: 80 = SET IN A BOULDER
 GR1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1667+STABILITY: SURFACE MOTION
 GR1667
 GR1667  HISTORY     - Date     Condition        Report By
 GR1667  HISTORY     - 1947     MONUMENTED       USGS
 GR1667
 GR1667                          STATION DESCRIPTION
 GR1667
 GR1667'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1667'LOCATED ON NEVADA SIDE OF BLACK CANYON, 79 FT. E. OF SOUTHEAST
 GR1667'CORNER OF EXHIBIT BLDG., 5.3 FT. SE. OF MIDDLE OF STONE WALL.
 GR1667'
 GR1667'TO REACH NOT GIVEN.
 GR1667'
 GR1667'STATION MARK--STANDARD TABLET STAMPED---N1D 1947---, CEMENTED IN
 GR1667'TOP OF BOULDER IN PLACE.
 GR1667'
 GR1667'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1592 ***********************************************************************
 GR1592  DESIGNATION -  N 10
 GR1592  PID         -  GR1592
 GR1592  STATE/COUNTY-  NV/CLARK
 GR1592  USGS QUAD   -  CALLVILLE BAY (1983)
 GR1592
 GR1592                         *CURRENT SURVEY CONTROL
 GR1592  ___________________________________________________________________
 GR1592* NAD 83(1994)-  36 07 29.22822(N)    114 42 38.22333(W)     ADJUSTED  
 GR1592* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1592  ___________________________________________________________________
 GR1592  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 GR1592  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR1592
 GR1592  HORZ ORDER  -  THIRD
 GR1592
 GR1592.The horizontal coordinates were established by classical geodetic methods
 GR1592.and adjusted by the National Geodetic Survey in June 1998..
 GR1592
 GR1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1592
 GR1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1592
 GR1592.The geoid height was determined by GEOID03.
 GR1592
 GR1592;                    North         East     Units Scale Factor Converg.
 GR1592;SPC NV E     - 8,152,868.046   278,556.197   MT  0.99997601   +0 30 52.3
 GR1592;SPC NV E     -26,748,201.25    913,896.46   sFT  0.99997601   +0 30 52.3
 GR1592;SPC AZ W     -   568,804.063   126,888.350   MT  1.00002543   -0 33 58.9
 GR1592;SPC AZ W     - 1,866,155.06    416,300.36   iFT  1.00002543   -0 33 58.9
 GR1592;UTM  11      - 4,000,216.560   706,027.901   MT  1.00012304   +1 21 00.6
 GR1592
 GR1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1592!SPC NV E     -   0.99994701  x   0.99997601  =   0.99992302
 GR1592!SPC AZ W     -   0.99994701  x   1.00002543  =   0.99997244
 GR1592!UTM  11      -   0.99994701  x   1.00012304  =   1.00007004
 GR1592
 GR1592                          SUPERSEDED SURVEY CONTROL
 GR1592
 GR1592  NAD 83(1994)-  36 07 29.22821(N)    114 42 38.22297(W) AD(       ) 3
 GR1592  NAD 83(1992)-  36 07 29.22825(N)    114 42 38.22334(W) AD(       ) 3
 GR1592  NAD 83(1986)-  36 07 29.21413(N)    114 42 38.21066(W) AD(       ) 3
 GR1592  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1592
 GR1592.Superseded values are not recommended for survey control.
 GR1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1592.See file dsdata.txt to determine how the superseded data were derived.
 GR1592
 GR1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0602800217(NAD 83)
 GR1592_MARKER: DS = TRIANGULATION STATION DISK
 GR1592_SETTING: 80 = SET IN A BOULDER
 GR1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1592+STABILITY: SURFACE MOTION
 GR1592
 GR1592  HISTORY     - Date     Condition        Report By
 GR1592  HISTORY     - 1947     MONUMENTED       USGS
 GR1592
 GR1592                          STATION DESCRIPTION
 GR1592
 GR1592'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1592'NOT OCCUPIED.
 GR1592'
 GR1592'LOCATED ABOUT 7.9 MI N. OF HOOVER DAM, ABOUT 4 MI NE. OF BLACK
 GR1592'ISLAND.  ON RIDGE EXTENDING FARTHEST S. AT WEST SIDE OF CALLVILLE
 GR1592'BAY, ABOUT 90 FT. N. OF HIGH WATER MARK AT SOUTH END OF RIDGE,
 GR1592'ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GR1592'
 GR1592'STATION MARK--STANDARD TABLET STAMPED---N10 1947---, CEMENTED IN
 GR1592'BOULDER SET IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1609 ***********************************************************************
 GR1609  DESIGNATION -  N 10 A
 GR1609  PID         -  GR1609
 GR1609  STATE/COUNTY-  NV/CLARK
 GR1609  USGS QUAD   -  CALLVILLE BAY (1983)
 GR1609
 GR1609                         *CURRENT SURVEY CONTROL
 GR1609  ___________________________________________________________________
 GR1609* NAD 83(1994)-  36 07 41.30785(N)    114 42 38.89897(W)     ADJUSTED  
 GR1609* NAVD 88     -       396.7    (meters)    1302.     (feet)  VERTCON   
 GR1609  ___________________________________________________________________
 GR1609  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 GR1609  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR1609
 GR1609  HORZ ORDER  -  THIRD
 GR1609
 GR1609.The horizontal coordinates were established by classical geodetic methods
 GR1609.and adjusted by the National Geodetic Survey in June 1998..
 GR1609
 GR1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1609
 GR1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1609
 GR1609.The geoid height was determined by GEOID03.
 GR1609
 GR1609;                    North         East     Units Scale Factor Converg.
 GR1609;SPC NV E     - 8,153,240.196   278,535.960   MT  0.99997597   +0 30 52.1
 GR1609;SPC NV E     -26,749,422.21    913,830.06   sFT  0.99997597   +0 30 52.1
 GR1609;SPC AZ W     -   569,176.547   126,875.136   MT  1.00002546   -0 33 59.5
 GR1609;SPC AZ W     - 1,867,377.12    416,257.01   iFT  1.00002546   -0 33 59.5
 GR1609;UTM  11      - 4,000,588.429   706,002.235   MT  1.00012291   +1 21 00.6
 GR1609
 GR1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1609!SPC NV E     -   0.99994214  x   0.99997597  =   0.99991811
 GR1609!SPC AZ W     -   0.99994214  x   1.00002546  =   0.99996760
 GR1609!UTM  11      -   0.99994214  x   1.00012291  =   1.00006505
 GR1609
 GR1609:                Primary Azimuth Mark                     Grid Az
 GR1609:SPC NV E     -  A 4                                      184 48 22.9
 GR1609:SPC AZ W     -  A 4                                      185 53 14.5
 GR1609:UTM  11      -  A 4                                      183 58 14.4
 GR1609
 GR1609|---------------------------------------------------------------------|
 GR1609| PID    Reference Object                     Distance      Geod. Az  |
 GR1609|                                                           dddmmss.s |
 GR1609| GR1528 A 4                                 APPROX. 5.3 KM 1851915.0 |
 GR1609|---------------------------------------------------------------------|
 GR1609
 GR1609                          SUPERSEDED SURVEY CONTROL
 GR1609
 GR1609  NAD 83(1994)-  36 07 41.30785(N)    114 42 38.89869(W) AD(       ) 3
 GR1609  NAD 83(1992)-  36 07 41.30788(N)    114 42 38.89898(W) AD(       ) 3
 GR1609  NAD 83(1986)-  36 07 41.29375(N)    114 42 38.88634(W) AD(       ) 3
 GR1609  NGVD 29 (06/27/88)  396.0    (m)         1299.     (f) VERT ANG       
 GR1609
 GR1609.Superseded values are not recommended for survey control.
 GR1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1609.See file dsdata.txt to determine how the superseded data were derived.
 GR1609
 GR1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0600200588(NAD 83)
 GR1609_MARKER: DS = TRIANGULATION STATION DISK
 GR1609_SETTING: 80 = SET IN A BOULDER
 GR1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1609+STABILITY: SURFACE MOTION
 GR1609
 GR1609  HISTORY     - Date     Condition        Report By
 GR1609  HISTORY     - 1948     MONUMENTED       USGS
 GR1609
 GR1609                          STATION DESCRIPTION
 GR1609
 GR1609'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1609'LOCATED ABOUT 8.1 MI N. OF HOOVER DAM, ABOUT 2.6 MI NW. OF BEACON
 GR1609'ISLAND.  ON WEST SIDE OF CALLVILLE BAY, ABOUT 1000 FT. N. OF
 GR1609'ENTRANCE TO BAY, ABOUT 40 FT. ABOVE HIGH WATER MARK.
 GR1609'
 GR1609'TO REACH NOT GIVEN.
 GR1609'
 GR1609'STATION MARK--STANDARD TABLET STAMPED---N10A 1948---, CEMENTED IN
 GR1609'TOP OF BOULDER SET IN GROUND.
 GR1609'
 GR1609'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1610 ***********************************************************************
 GR1610  DESIGNATION -  N 10 B
 GR1610  PID         -  GR1610
 GR1610  STATE/COUNTY-  NV/CLARK
 GR1610  USGS QUAD   -  CALLVILLE BAY (1983)
 GR1610
 GR1610                         *CURRENT SURVEY CONTROL
 GR1610  ___________________________________________________________________
 GR1610* NAD 83(1994)-  36 08 50.36692(N)    114 43 07.14271(W)     ADJUSTED  
 GR1610* NAVD 88     -       376.7    (meters)    1236.     (feet)  VERTCON   
 GR1610  ___________________________________________________________________
 GR1610  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 GR1610  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1610
 GR1610  HORZ ORDER  -  THIRD
 GR1610
 GR1610.The horizontal coordinates were established by classical geodetic methods
 GR1610.and adjusted by the National Geodetic Survey in June 1998..
 GR1610
 GR1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1610
 GR1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1610
 GR1610.The geoid height was determined by GEOID03.
 GR1610
 GR1610;                    North         East     Units Scale Factor Converg.
 GR1610;SPC NV E     - 8,155,362.328   277,810.830   MT  0.99997458   +0 30 36.3
 GR1610;SPC NV E     -26,756,384.57    911,451.03   sFT  0.99997458   +0 30 36.3
 GR1610;SPC AZ W     -   571,312.094   126,190.145   MT  1.00002693   -0 34 17.1
 GR1610;SPC AZ W     - 1,874,383.51    414,009.66   iFT  1.00002693   -0 34 17.1
 GR1610;UTM  11      - 4,002,700.066   705,246.113   MT  1.00011908   +1 20 46.2
 GR1610
 GR1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1610!SPC NV E     -   0.99994527  x   0.99997458  =   0.99991986
 GR1610!SPC AZ W     -   0.99994527  x   1.00002693  =   0.99997220
 GR1610!UTM  11      -   0.99994527  x   1.00011908  =   1.00006435
 GR1610
 GR1610:                Primary Azimuth Mark                     Grid Az
 GR1610:SPC NV E     -  N 10 C                                   083 03 41.8
 GR1610:SPC AZ W     -  N 10 C                                   084 08 35.2
 GR1610:UTM  11      -  N 10 C                                   082 13 31.9
 GR1610
 GR1610|---------------------------------------------------------------------|
 GR1610| PID    Reference Object                     Distance      Geod. Az  |
 GR1610|                                                           dddmmss.s |
 GR1610| GR1611 N 10 C                              APPROX. 1.1 KM 0833418.1 |
 GR1610|---------------------------------------------------------------------|
 GR1610
 GR1610                          SUPERSEDED SURVEY CONTROL
 GR1610
 GR1610  NAD 83(1994)-  36 08 50.36681(N)    114 43 07.14234(W) AD(       ) 3
 GR1610  NAD 83(1992)-  36 08 50.36696(N)    114 43 07.14271(W) AD(       ) 3
 GR1610  NAD 83(1986)-  36 08 50.35226(N)    114 43 07.12977(W) AD(       ) 3
 GR1610  NGVD 29 (06/27/88)  376.0    (m)         1234.     (f) VERT ANG       
 GR1610
 GR1610.Superseded values are not recommended for survey control.
 GR1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1610.See file dsdata.txt to determine how the superseded data were derived.
 GR1610
 GR1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0524602700(NAD 83)
 GR1610_MARKER: DS = TRIANGULATION STATION DISK
 GR1610_SETTING: 80 = SET IN A BOULDER
 GR1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1610+STABILITY: SURFACE MOTION
 GR1610
 GR1610  HISTORY     - Date     Condition        Report By
 GR1610  HISTORY     - 1948     MONUMENTED       USGS
 GR1610  HISTORY     - 19970925 GOOD             USPSQD
 GR1610
 GR1610                          STATION DESCRIPTION
 GR1610
 GR1610'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1610'LOCATED ABOUT 3.6 MI NW. OF BEACON ISLAND.  ON SMALL RIDGE AT
 GR1610'NORTHWEST CORNER OF CALLVILLE BAY, ABOUT 190 FT. N. OF HIGH WATER
 GR1610'MARK AT END OF RIDGE, ABOUT 20 FT. ABOVE HIGH WATER MARK.
 GR1610'
 GR1610'TO REACH NOT GIVEN.
 GR1610'
 GR1610'STATION MARK--STANDARD TABLET STAMPED---N10B 1948---, CEMENTED IN
 GR1610'TOP OF ROCK SET IN GROUND.
 GR1610'
 GR1610'RMS--NONE SET.
 GR1610
 GR1610                          STATION RECOVERY (1997)
 GR1610
 GR1610'RECOVERY NOTE BY US POWER SQUADRON 1997
 GR1610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1611 ***********************************************************************
 GR1611  DESIGNATION -  N 10 C
 GR1611  PID         -  GR1611
 GR1611  STATE/COUNTY-  NV/CLARK
 GR1611  USGS QUAD   -  CALLVILLE BAY (1983)
 GR1611
 GR1611                         *CURRENT SURVEY CONTROL
 GR1611  ___________________________________________________________________
 GR1611* NAD 83(1994)-  36 08 54.25224(N)    114 42 24.60081(W)     ADJUSTED  
 GR1611* NAVD 88     -       371.7    (meters)    1219.     (feet)  VERTCON   
 GR1611  ___________________________________________________________________
 GR1611  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 GR1611  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GR1611
 GR1611  HORZ ORDER  -  THIRD
 GR1611
 GR1611.The horizontal coordinates were established by classical geodetic methods
 GR1611.and adjusted by the National Geodetic Survey in June 1998..
 GR1611
 GR1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1611
 GR1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1611
 GR1611.The geoid height was determined by GEOID03.
 GR1611
 GR1611;                    North         East     Units Scale Factor Converg.
 GR1611;SPC NV E     - 8,155,491.609   278,873.177   MT  0.99997663   +0 31 01.4
 GR1611;SPC NV E     -26,756,808.72    914,936.41   sFT  0.99997663   +0 31 01.4
 GR1611;SPC AZ W     -   571,421.305   127,254.796   MT  1.00002465   -0 33 52.0
 GR1611;SPC AZ W     - 1,874,741.81    417,502.61   iFT  1.00002465   -0 33 52.0
 GR1611;UTM  11      - 4,002,844.855   706,306.616   MT  1.00012446   +1 21 11.4
 GR1611
 GR1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1611!SPC NV E     -   0.99994606  x   0.99997663  =   0.99992269
 GR1611!SPC AZ W     -   0.99994606  x   1.00002465  =   0.99997071
 GR1611!UTM  11      -   0.99994606  x   1.00012446  =   1.00007051
 GR1611
 GR1611:                Primary Azimuth Mark                     Grid Az
 GR1611:SPC NV E     -  N 10 A                                   188 31 05.9
 GR1611:SPC AZ W     -  N 10 A                                   189 35 59.3
 GR1611:UTM  11      -  N 10 A                                   187 40 55.9
 GR1611
 GR1611|---------------------------------------------------------------------|
 GR1611| PID    Reference Object                     Distance      Geod. Az  |
 GR1611|                                                           dddmmss.s |
 GR1611| GR1609 N 10 A                              APPROX. 2.3 KM 1890207.3 |
 GR1611|---------------------------------------------------------------------|
 GR1611
 GR1611                          SUPERSEDED SURVEY CONTROL
 GR1611
 GR1611  NAD 83(1994)-  36 08 54.25210(N)    114 42 24.60050(W) AD(       ) 3
 GR1611  NAD 83(1992)-  36 08 54.25228(N)    114 42 24.60080(W) AD(       ) 3
 GR1611  NAD 83(1986)-  36 08 54.23752(N)    114 42 24.58822(W) AD(       ) 3
 GR1611  NGVD 29 (06/27/88)  371.0    (m)         1217.     (f) VERT ANG       
 GR1611
 GR1611.Superseded values are not recommended for survey control.
 GR1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1611.See file dsdata.txt to determine how the superseded data were derived.
 GR1611
 GR1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0630702845(NAD 83)
 GR1611_MARKER: DS = TRIANGULATION STATION DISK
 GR1611_SETTING: 80 = SET IN A BOULDER
 GR1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1611+STABILITY: SURFACE MOTION
 GR1611
 GR1611  HISTORY     - Date     Condition        Report By
 GR1611  HISTORY     - 1948     MONUMENTED       USGS
 GR1611
 GR1611                          STATION DESCRIPTION
 GR1611
 GR1611'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1611'LOCATED 3 MI NW. OF BEACON ISLAND, AT NORTHEAST CORNER OF
 GR1611'CALLVILLE BAY, ABOUT 150 FT. NE. OF HIGH WATER MARK, ABOUT 10 FT.
 GR1611'ABOVE HIGH WATER MARK.
 GR1611'
 GR1611'TO REACH NOT GIVEN.
 GR1611'
 GR1611'STATION MARK--STANDARD TABLET STAMPED---N10C 1948---, CEMENTED IN
 GR1611'TOP OF BOULDER IN PLACE.
 GR1611'
 GR1611'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1612 ***********************************************************************
 GR1612  DESIGNATION -  N 10 D
 GR1612  PID         -  GR1612
 GR1612  STATE/COUNTY-  NV/CLARK
 GR1612  USGS QUAD   -  CALLVILLE BAY (1983)
 GR1612
 GR1612                         *CURRENT SURVEY CONTROL
 GR1612  ___________________________________________________________________
 GR1612* NAD 83(1994)-  36 08 10.63817(N)    114 41 37.62438(W)     ADJUSTED  
 GR1612* NAVD 88     -       421.7    (meters)    1384.     (feet)  VERTCON   
 GR1612  ___________________________________________________________________
 GR1612  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 GR1612  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1612
 GR1612  HORZ ORDER  -  THIRD
 GR1612
 GR1612.The horizontal coordinates were established by classical geodetic methods
 GR1612.and adjusted by the National Geodetic Survey in June 1998..
 GR1612
 GR1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1612
 GR1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1612
 GR1612.The geoid height was determined by GEOID03.
 GR1612
 GR1612;                    North         East     Units Scale Factor Converg.
 GR1612;SPC NV E     - 8,154,158.067   280,059.751   MT  0.99997895   +0 31 28.6
 GR1612;SPC NV E     -26,752,433.59    918,829.37   sFT  0.99997895   +0 31 28.6
 GR1612;SPC AZ W     -   570,065.546   128,416.045   MT  1.00002221   -0 33 23.7
 GR1612;SPC AZ W     - 1,870,293.79    421,312.48   iFT  1.00002221   -0 33 23.7
 GR1612;UTM  11      - 4,001,528.571   707,512.700   MT  1.00013061   +1 21 37.7
 GR1612
 GR1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1612!SPC NV E     -   0.99993821  x   0.99997895  =   0.99991717
 GR1612!SPC AZ W     -   0.99993821  x   1.00002221  =   0.99996042
 GR1612!UTM  11      -   0.99993821  x   1.00013061  =   1.00006882
 GR1612
 GR1612:                Primary Azimuth Mark                     Grid Az
 GR1612:SPC NV E     -  N 10 A                                   238 56 12.6
 GR1612:SPC AZ W     -  N 10 A                                   240 01 04.9
 GR1612:UTM  11      -  N 10 A                                   238 06 03.5
 GR1612
 GR1612|---------------------------------------------------------------------|
 GR1612| PID    Reference Object                     Distance      Geod. Az  |
 GR1612|                                                           dddmmss.s |
 GR1612| GR1609 N 10 A                              APPROX. 1.8 KM 2392741.2 |
 GR1612|---------------------------------------------------------------------|
 GR1612
 GR1612                          SUPERSEDED SURVEY CONTROL
 GR1612
 GR1612  NAD 83(1994)-  36 08 10.63808(N)    114 41 37.62420(W) AD(       ) 3
 GR1612  NAD 83(1992)-  36 08 10.63819(N)    114 41 37.62439(W) AD(       ) 3
 GR1612  NAD 83(1986)-  36 08 10.62380(N)    114 41 37.61221(W) AD(       ) 3
 GR1612  NGVD 29 (06/27/88)  421.0    (m)         1381.     (f) VERT ANG       
 GR1612
 GR1612.Superseded values are not recommended for survey control.
 GR1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1612.See file dsdata.txt to determine how the superseded data were derived.
 GR1612
 GR1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0751301529(NAD 83)
 GR1612_MARKER: DS = TRIANGULATION STATION DISK
 GR1612_SETTING: 80 = SET IN A BOULDER
 GR1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1612+STABILITY: SURFACE MOTION
 GR1612
 GR1612  HISTORY     - Date     Condition        Report By
 GR1612  HISTORY     - 1948     MONUMENTED       USGS
 GR1612
 GR1612                          STATION DESCRIPTION
 GR1612
 GR1612'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1612'LOCATED ABOUT 1.8 MI NW. OF BEACON ISLAND.  ON TOP OF LARGE, HIGH
 GR1612'POINT FORMING EAST SIDE OF ENTRANCE TO CALLVILLE BAY, ABOUT 200
 GR1612'FT. ABOVE HIGH WATER MARK.
 GR1612'
 GR1612'TO REACH NOT GIVEN.
 GR1612'
 GR1612'STATION MARK--STANDARD TABLET STAMPED---N10D 1948---, CEMENTED IN
 GR1612'BOULDER IN PLACE.
 GR1612'
 GR1612'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0568 ***********************************************************************
 LR0568  DESIGNATION -  N 100
 LR0568  PID         -  LR0568
 LR0568  STATE/COUNTY-  NV/PERSHING
 LR0568  USGS QUAD   -  CLEAR CREEK RANCH (1990)
 LR0568
 LR0568                         *CURRENT SURVEY CONTROL
 LR0568  ___________________________________________________________________
 LR0568* NAD 83(1994)-  40 44 23.68522(N)    117 42 32.37318(W)     ADJUSTED  
 LR0568* NAVD 88     -      1380.768  (meters)    4530.07   (feet)  ADJUSTED  
 LR0568  ___________________________________________________________________
 LR0568  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 LR0568  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 LR0568  DYNAMIC HT  -        1379.670 (meters)    4526.47  (feet)  COMP
 LR0568  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 LR0568
 LR0568  HORZ ORDER  -  THIRD
 LR0568  VERT ORDER  -  SECOND    CLASS 0
 LR0568
 LR0568.The horizontal coordinates were established by classical geodetic methods
 LR0568.and adjusted by the National Geodetic Survey in June 1998..
 LR0568
 LR0568.The orthometric height was determined by differential leveling
 LR0568.and adjusted by the National Geodetic Survey in June 1991..
 LR0568
 LR0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0568
 LR0568.The geoid height was determined by GEOID03.
 LR0568
 LR0568.The dynamic height is computed by dividing the NAVD 88
 LR0568.geopotential number by the normal gravity value computed on the
 LR0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0568.degrees latitude (g = 980.6199 gals.).
 LR0568
 LR0568.The modeled gravity was interpolated from observed gravity values.
 LR0568
 LR0568;                    North         East     Units Scale Factor Converg.
 LR0568;SPC NV W     - 4,665,133.134   873,844.278   MT  0.99996710   +0 34 14.3
 LR0568;SPC NV W     -15,305,524.29  2,866,937.44   sFT  0.99996710   +0 34 14.3
 LR0568;UTM  11      - 4,510,127.262   440,138.638   MT  0.99964411   -0 27 45.8
 LR0568
 LR0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0568!SPC NV W     -   0.99978671  x   0.99996710  =   0.99975382
 LR0568!UTM  11      -   0.99978671  x   0.99964411  =   0.99943090
 LR0568
 LR0568                          SUPERSEDED SURVEY CONTROL
 LR0568
 LR0568  NAD 83(1986)-  40 44 23.69064(N)    117 42 32.36767(W) AD(       ) 3
 LR0568  NGVD 29 (??/??/92) 1379.697  (m)         4526.56   (f) ADJ UNCH    2 0
 LR0568
 LR0568.Superseded values are not recommended for survey control.
 LR0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0568.See file dsdata.txt to determine how the superseded data were derived.
 LR0568
 LR0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF4013910127(NAD 83)
 LR0568_MARKER: DB = BENCH MARK DISK
 LR0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0568_STAMPING: N 100 1958
 LR0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0568+STABILITY: SURFACE MOTION
 LR0568
 LR0568  HISTORY     - Date     Condition        Report By
 LR0568  HISTORY     - 1958     MONUMENTED       CGS
 LR0568  HISTORY     - 1959     GOOD             USGS
 LR0568  HISTORY     - 1968     GOOD             NGS
 LR0568
 LR0568                          STATION DESCRIPTION
 LR0568
 LR0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0568'9.85 MI NW FROM LEACH HOT SPRINGS.
 LR0568'9.85 MILES NORTHWEST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, 43
 LR0568'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 80 FEET SOUTH OF THE
 LR0568'CENTER OF THE CROSSING OF A DITCH, 1.5 FEET NORTHWEST OF A WITNESS
 LR0568'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 LR0568'CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
 LR0568
 LR0568                          STATION RECOVERY (1959)
 LR0568
 LR0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LR0568'DESCRIBED IN NGS LEVEL LINE 96 AS FOLLOWS--9.85 MI. NW. ALONG GRAVEL
 LR0568'RD. FROM LEACH HOT SPRINGS, 43 FT. SW. OF CENTERLINE OF RD., 80 FT. S.
 LR0568'OF CENTER OF X-ING OF DITCH, 1.5 FT. NW. OF WITNESS POST, ABOUT 1 FT.
 LR0568'HIGHER THAN RD., SET IN TOP OF CONCRETE POST PROJECTING 0.6 FT. ABOVE
 LR0568'GROUND.
 LR0568'
 LR0568'LOCATED 17.5 MI. S. OF WINNEMUCCA, 42 FT. W. OF CENTER OF MAIN GRASS
 LR0568'VALLEY RD.
 LR0568'
 LR0568'STATION MARK--NGS DISK STAMPED----N 100 1958----,SET IN TOP OF ROUND
 LR0568'CONCRETE POST.
 LR0568
 LR0568                          STATION RECOVERY (1968)
 LR0568
 LR0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LR0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1593 ***********************************************************************
 GR1593  DESIGNATION -  N 100
 GR1593  PID         -  GR1593
 GR1593  STATE/COUNTY-  NV/CLARK
 GR1593  USGS QUAD   -  OVERTON SE (1983)
 GR1593
 GR1593                         *CURRENT SURVEY CONTROL
 GR1593  ___________________________________________________________________
 GR1593* NAD 83(1994)-  36 30 58.84540(N)    114 20 28.36761(W)     ADJUSTED  
 GR1593* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1593  ___________________________________________________________________
 GR1593  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 GR1593  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 GR1593
 GR1593  HORZ ORDER  -  THIRD
 GR1593
 GR1593.The horizontal coordinates were established by classical geodetic methods
 GR1593.and adjusted by the National Geodetic Survey in June 1998..
 GR1593
 GR1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1593
 GR1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1593
 GR1593.The geoid height was determined by GEOID03.
 GR1593
 GR1593;                    North         East     Units Scale Factor Converg.
 GR1593;SPC NV E     - 8,196,678.093   311,250.954   MT  1.00005244   +0 44 21.1
 GR1593;SPC NV E     -26,891,934.71  1,021,162.50   sFT  1.00005244   +0 44 21.1
 GR1593;UTM  11      - 4,044,509.722   738,083.450   MT  1.00029842   +1 34 58.3
 GR1593
 GR1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1593!SPC NV E     -   0.99994690  x   1.00005244  =   0.99999934
 GR1593!UTM  11      -   0.99994690  x   1.00029842  =   1.00024530
 GR1593
 GR1593                          SUPERSEDED SURVEY CONTROL
 GR1593
 GR1593  NAD 83(1994)-  36 30 58.84526(N)    114 20 28.36689(W) AD(       ) 3
 GR1593  NAD 83(1992)-  36 30 58.84529(N)    114 20 28.36763(W) AD(       ) 3
 GR1593  NAD 83(1986)-  36 30 58.84029(N)    114 20 28.34894(W) AD(       ) 3
 GR1593  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1593
 GR1593.Superseded values are not recommended for survey control.
 GR1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1593.See file dsdata.txt to determine how the superseded data were derived.
 GR1593
 GR1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3808344510(NAD 83)
 GR1593_MARKER: DS = TRIANGULATION STATION DISK
 GR1593_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1593_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1593
 GR1593  HISTORY     - Date     Condition        Report By
 GR1593  HISTORY     - 1948     MONUMENTED       USGS
 GR1593
 GR1593                          STATION DESCRIPTION
 GR1593
 GR1593'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1593'NOT OCCUPIED.
 GR1593'
 GR1593'LOCATED ABOUT 5.1 MI N. OF OVERTON BOAT DOCK, ABOUT 1 MI N. OF
 GR1593'MIDDLE OF LARGE BAY BELOW VIRGIN RIVER.  AT EAST END OF LONG, LOW,
 GR1593'FLAT RIDGE, LEVEL WITH HIGH WATER MARK.
 GR1593'
 GR1593'STATION MARK--STANDARD TABLET STAMPED---N100 1948---, WELDED TO
 GR1593'2-INCH IRON PIPE PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0445 ***********************************************************************
 LR0445  FBN         -  This is a Federal Base Network Control Station.
 LR0445  DESIGNATION -  N 101
 LR0445  PID         -  LR0445
 LR0445  STATE/COUNTY-  NV/PERSHING
 LR0445  USGS QUAD   -  MT TOBIN (1990)
 LR0445
 LR0445                         *CURRENT SURVEY CONTROL
 LR0445  ___________________________________________________________________
 LR0445* NAD 83(1999)-  40 25 27.19351(N)    117 36 31.04367(W)     ADJUSTED  
 LR0445* NAVD 88     -      1439.040  (meters)    4721.25   (feet)  ADJUSTED  
 LR0445  ___________________________________________________________________
 LR0445  EPOCH DATE  -        1999.37
 LR0445  X           -  -2,253,831.100 (meters)                     COMP
 LR0445  Y           -  -4,309,601.377 (meters)                     COMP
 LR0445  Z           -   4,114,877.001 (meters)                     COMP
 LR0445  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 LR0445  ELLIP HEIGHT-        1417.88  (meters)          (05/16/00) GPS OBS
 LR0445  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 LR0445  DYNAMIC HT  -        1437.839 (meters)    4717.31  (feet)  COMP
 LR0445  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 LR0445
 LR0445  HORZ ORDER  -  A
 LR0445  VERT ORDER  -  SECOND    CLASS 0
 LR0445  ELLP ORDER  -  FOURTH    CLASS I
 LR0445
 LR0445.The horizontal coordinates were established by GPS observations
 LR0445.and adjusted by the National Geodetic Survey in May 2000..
 LR0445.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 LR0445.DATUM ITEM on the data sheet items page.
 LR0445.The horizontal coordinates are valid at the epoch date displayed above.
 LR0445.The epoch date for horizontal control is a decimal equivalence
 LR0445.of Year/Month/Day.
 LR0445
 LR0445.The orthometric height was determined by differential leveling
 LR0445.and adjusted by the National Geodetic Survey in June 1991..
 LR0445
 LR0445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LR0445
 LR0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0445
 LR0445.The ellipsoidal height was determined by GPS observations
 LR0445.and is referenced to NAD 83.
 LR0445
 LR0445.The geoid height was determined by GEOID03.
 LR0445
 LR0445.The dynamic height is computed by dividing the NAVD 88
 LR0445.geopotential number by the normal gravity value computed on the
 LR0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0445.degrees latitude (g = 980.6199 gals.).
 LR0445
 LR0445.The modeled gravity was interpolated from observed gravity values.
 LR0445
 LR0445;                    North         East     Units Scale Factor Converg.
 LR0445;SPC NV W     - 4,630,168.829   882,709.264   MT  0.99998418   +0 37 55.5
 LR0445;SPC NV W     -15,190,812.23  2,896,021.98   sFT  0.99998418   +0 37 55.5
 LR0445;UTM  11      - 4,475,021.082   448,370.865   MT  0.99963281   -0 23 40.8
 LR0445
 LR0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0445!SPC NV W     -   0.99977763  x   0.99998418  =   0.99976181
 LR0445!UTM  11      -   0.99977763  x   0.99963281  =   0.99941052
 LR0445
 LR0445                          SUPERSEDED SURVEY CONTROL
 LR0445
 LR0445  NAD 83(1994)-  40 25 27.19243(N)    117 36 31.04151(W) AD(       ) B
 LR0445  ELLIP H (03/30/95) 1417.93   (m)                       GP(       ) 4 1
 LR0445  NAVD 88 (03/30/95) 1439.04   (m)         4721.3    (f) LEVELING    3  
 LR0445  NGVD 29 (??/??/92) 1437.953  (m)         4717.68   (f) ADJ UNCH    2 0
 LR0445
 LR0445.Superseded values are not recommended for survey control.
 LR0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0445.See file dsdata.txt to determine how the superseded data were derived.
 LR0445
 LR0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME4837175021(NAD 83)
 LR0445_MARKER: DB = BENCH MARK DISK
 LR0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0445_STAMPING: N 101 1958
 LR0445_MARK LOGO: CGS   
 LR0445_MAGNETIC: N = NO MAGNETIC MATERIAL
 LR0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0445+STABILITY: SURFACE MOTION
 LR0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0445+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1999
 LR0445
 LR0445  HISTORY     - Date     Condition        Report By
 LR0445  HISTORY     - 1958     MONUMENTED       CGS
 LR0445  HISTORY     - 19940107 GOOD             NGS
 LR0445  HISTORY     - 19990114 GOOD             NGS
 LR0445
 LR0445                          STATION DESCRIPTION
 LR0445
 LR0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0445'12.85 MI SE FROM LEACH HOT SPRINGS.
 LR0445'12.85 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM LEACH HOT SPRINGS, 0.5
 LR0445'MILE SOUTH OF THE T JUNCTION OF A DIRT ROAD LEADING EAST TO SIARD
 LR0445'RANCH, 39 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTH OF
 LR0445'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LR0445'CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
 LR0445
 LR0445                          STATION RECOVERY (1994)
 LR0445
 LR0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 LR0445'STATION IS LOCATED ABOUT 60 KM (37.30 MI) SOUTH OF WINNEMUCCA, NEAR
 LR0445'THE NORTH END OF PLEASANT VALLEY, ALONG A GRADED COUNTY ROAD, 0.8 KM
 LR0445'(0.50 MI) SOUTH OF A GRADED ROAD LEADING EAST TO THE SIARD RANCH, IN
 LR0445'THE SOUTHEAST 1/4 OF SECTION 32, T 30 N, R 39 E.  OWNERSHIP--US BUREAU
 LR0445'OF LAND MANAGEMENT. TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LR0445'80 BUSINESS AND US HIGHWAY 95 IN WINNEMUCCA, GO SOUTHWEST THROUGH TOWN
 LR0445'ON HIGHWAYS 80 BUSINESS AND 95 FOR 0.65 KM (0.40 MI) TO A CROSS
 LR0445'STREET.  TURN LEFT, SOUTHEAST, ON HANSON STREET FOR 0.80 KM (0.50 MI)
 LR0445'TO A PAVED CROSSROAD JUST PAST A RAILROAD OVERPASS.  TURN RIGHT,
 LR0445'SOUTHWEST, ON GRASS VALLEY ROAD FOR 20.91 KM (13.00 MI) TO THE
 LR0445'PAVEMENT END. CONTINUE SOUTH ON THE GRADED ROAD FOR 21.09 KM (13.10
 LR0445'MI) TO THE SOUTH ONE OF TWO METAL POLE POWERLINE CROSSINGS.  CONTINUE
 LR0445'SOUTH FOR 20.87 KM (12.95 MI) TO A GRADED ROAD LEFT LEADING TO THE
 LR0445'SIARD RANCH. CONTINUE AHEAD FOR 0.78 KM (0.50 MI) TO THE STATION ON
 LR0445'THE RIGHT. STATION MARK IS A DISK SET IN THE TOP OF A 25-CM ROUND
 LR0445'CONCRETE POST PROJECTING 25 CM ABOVE GROUND.  IT IS 11.8 M (38.7 FT)
 LR0445'WEST OF, AND LEVEL WITH THE ROAD CENTER, 0.4 M (1.3 FT) SOUTH OF A
 LR0445'WOOD WITNESS POST, AND 2 M (6.6 FT) OUTSIDE OF THE GRADED STRIP.
 LR0445'DESCRIBED BY G.R.HEID
 LR0445
 LR0445                          STATION RECOVERY (1999)
 LR0445
 LR0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 LR0445'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1594 ***********************************************************************
 GR1594  DESIGNATION -  N 101
 GR1594  PID         -  GR1594
 GR1594  STATE/COUNTY-  NV/CLARK
 GR1594  USGS QUAD   -  OVERTON SE (1983)
 GR1594
 GR1594                         *CURRENT SURVEY CONTROL
 GR1594  ___________________________________________________________________
 GR1594* NAD 83(1994)-  36 31 10.32011(N)    114 20 07.98510(W)     ADJUSTED  
 GR1594* NAVD 88     -       364.6    (meters)    1196.     (feet)  VERTCON   
 GR1594  ___________________________________________________________________
 GR1594  LAPLACE CORR-           6.70  (seconds)                    DEFLEC99
 GR1594  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 GR1594
 GR1594  HORZ ORDER  -  THIRD
 GR1594
 GR1594.The horizontal coordinates were established by classical geodetic methods
 GR1594.and adjusted by the National Geodetic Survey in June 1998..
 GR1594
 GR1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1594
 GR1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1594
 GR1594.The geoid height was determined by GEOID03.
 GR1594
 GR1594;                    North         East     Units Scale Factor Converg.
 GR1594;SPC NV E     - 8,197,038.344   311,753.495   MT  1.00005382   +0 44 33.5
 GR1594;SPC NV E     -26,893,116.63  1,022,811.26   sFT  1.00005382   +0 44 33.5
 GR1594;UTM  11      - 4,044,877.424   738,580.755   MT  1.00030134   +1 35 10.9
 GR1594
 GR1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1594!SPC NV E     -   0.99994705  x   1.00005382  =   1.00000087
 GR1594!UTM  11      -   0.99994705  x   1.00030134  =   1.00024838
 GR1594
 GR1594:                Primary Azimuth Mark                     Grid Az
 GR1594:SPC NV E     -  N 90                                     207 10 33.5
 GR1594:UTM  11      -  N 90                                     206 19 56.1
 GR1594
 GR1594|---------------------------------------------------------------------|
 GR1594| PID    Reference Object                     Distance      Geod. Az  |
 GR1594|                                                           dddmmss.s |
 GR1594| GR1773 N 90                                APPROX. 3.7 KM 2075507.0 |
 GR1594|---------------------------------------------------------------------|
 GR1594
 GR1594                          SUPERSEDED SURVEY CONTROL
 GR1594
 GR1594  NAD 83(1994)-  36 31 10.31995(N)    114 20 07.98439(W) AD(       ) 3
 GR1594  NAD 83(1992)-  36 31 10.31999(N)    114 20 07.98514(W) AD(       ) 3
 GR1594  NAD 83(1986)-  36 31 10.31516(N)    114 20 07.96614(W) AD(       ) 3
 GR1594  NGVD 29 (06/27/88)  364.0    (m)         1194.     (f) VERT ANG       
 GR1594
 GR1594.Superseded values are not recommended for survey control.
 GR1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1594.See file dsdata.txt to determine how the superseded data were derived.
 GR1594
 GR1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3858144877(NAD 83)
 GR1594_MARKER: DS = TRIANGULATION STATION DISK
 GR1594_SETTING: 80 = SET IN A BOULDER
 GR1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1594+STABILITY: SURFACE MOTION
 GR1594
 GR1594  HISTORY     - Date     Condition        Report By
 GR1594  HISTORY     - 1948     MONUMENTED       USGS
 GR1594
 GR1594                          STATION DESCRIPTION
 GR1594
 GR1594'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1594'LOCATED ABOUT 5.5 MI N. OF OVERTON BOAT DOCK, ABOUT 1.2 MI N. OF
 GR1594'MIDDLE OF LARGE BAY BELOW VIRGIN RIVER.  ABOUT 80 FT. S. OF HIGH
 GR1594'WATER MARK AT NORTH END OF ISLAND, ABOUT 5 FT. ABOVE HIGH WATER
 GR1594'MARK.
 GR1594'
 GR1594'TO REACH NOT GIVEN.
 GR1594'
 GR1594'STATION MARK--STANDARD TABLET STAMPED---N101 1948---, CEMENTED IN
 GR1594'CONGLOMERATE ROCK.
 GR1594'
 GR1594'RMS--NONE SET.
 GR1594'
 GR1594'NOTE--FAIRCHILD STATION, 2 X 2 INCH STAKE, DESIGNATION UNKNOWN,
 GR1594'34.15 FT. S. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0471 ***********************************************************************
 LR0471  DESIGNATION -  N 102
 LR0471  PID         -  LR0471
 LR0471  STATE/COUNTY-  NV/PERSHING
 LR0471  USGS QUAD   -  SOU HOT SPRINGS (1990)
 LR0471
 LR0471                         *CURRENT SURVEY CONTROL
 LR0471  ___________________________________________________________________
 LR0471* NAD 83(1986)-  40 06 06.     (N)    117 40 07.     (W)     SCALED    
 LR0471* NAVD 88     -      1131.444  (meters)    3712.08   (feet)  ADJUSTED  
 LR0471  ___________________________________________________________________
 LR0471  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 LR0471  DYNAMIC HT  -        1130.531 (meters)    3709.08  (feet)  COMP
 LR0471  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 LR0471
 LR0471  VERT ORDER  -  SECOND    CLASS 0
 LR0471
 LR0471.The horizontal coordinates were scaled from a topographic map and have
 LR0471.an estimated accuracy of +/- 6 seconds.
 LR0471
 LR0471.The orthometric height was determined by differential leveling
 LR0471.and adjusted by the National Geodetic Survey in June 1991..
 LR0471
 LR0471.The geoid height was determined by GEOID03.
 LR0471
 LR0471.The dynamic height is computed by dividing the NAVD 88
 LR0471.geopotential number by the normal gravity value computed on the
 LR0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0471.degrees latitude (g = 980.6199 gals.).
 LR0471
 LR0471.The modeled gravity was interpolated from observed gravity values.
 LR0471
 LR0471;                    North         East    Units  Estimated Accuracy
 LR0471;SPC NV W     - 4,594,300.      877,990.      MT  (+/- 180 meters Scaled)
 LR0471
 LR0471                          SUPERSEDED SURVEY CONTROL
 LR0471
 LR0471  NGVD 29 (??/??/92) 1130.466  (m)         3708.87   (f) ADJ UNCH    2 0
 LR0471
 LR0471.Superseded values are not recommended for survey control.
 LR0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0471.See file dsdata.txt to determine how the superseded data were derived.
 LR0471
 LR0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME430392(NAD 83)
 LR0471_MARKER: DB = BENCH MARK DISK
 LR0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0471_STAMPING: N 102 1958
 LR0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0471+STABILITY: SURFACE MOTION
 LR0471
 LR0471  HISTORY     - Date     Condition        Report By
 LR0471  HISTORY     - 1958     MONUMENTED       CGS
 LR0471
 LR0471                          STATION DESCRIPTION
 LR0471
 LR0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0471'9.15 MI S FROM PARIS RANCH.
 LR0471'2.25 MILES SOUTH ALONG A GRAVEL ROAD FROM PARIS RANCH, THENCE 4.2
 LR0471'MILES SOUTH ALONG A GRAVEL ROAD, THENCE 2.7 MILES SOUTH ALONG A DIRT
 LR0471'ROAD, AT THE CROSSING OF A POWER LINE, 21 FEET NORTH-NORTHWEST OF THE
 LR0471'CENTER OF THE INTERSECTION OF AN EAST-WEST POWER LINE MAINTENANCE
 LR0471'ROAD, 20 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 16
 LR0471'FEET NORTH OF THE CENTER LINE OF THE MAINTENANCE ROAD, 3 1/2 FEET WEST
 LR0471'OF A POWER LINE POLE, 1.8 FEET EAST OF A WITNESS POST, ABOUT LEVEL
 LR0471'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2
 LR0471'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1595 ***********************************************************************
 GR1595  DESIGNATION -  N 102
 GR1595  PID         -  GR1595
 GR1595  STATE/COUNTY-  NV/CLARK
 GR1595  USGS QUAD   -  OVERTON SE (1983)
 GR1595
 GR1595                         *CURRENT SURVEY CONTROL
 GR1595  ___________________________________________________________________
 GR1595* NAD 83(1994)-  36 31 20.75642(N)    114 20 44.09074(W)     ADJUSTED  
 GR1595* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1595  ___________________________________________________________________
 GR1595  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 GR1595  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 GR1595
 GR1595  HORZ ORDER  -  THIRD
 GR1595
 GR1595.The horizontal coordinates were established by classical geodetic methods
 GR1595.and adjusted by the National Geodetic Survey in June 1998..
 GR1595
 GR1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1595
 GR1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1595
 GR1595.The geoid height was determined by GEOID03.
 GR1595
 GR1595;                    North         East     Units Scale Factor Converg.
 GR1595;SPC NV E     - 8,197,348.432   310,851.072   MT  1.00005135   +0 44 12.1
 GR1595;SPC NV E     -26,894,133.98  1,019,850.56   sFT  1.00005135   +0 44 12.1
 GR1595;UTM  11      - 4,045,174.263   737,673.640   MT  1.00029602   +1 34 49.7
 GR1595
 GR1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1595!SPC NV E     -   0.99994690  x   1.00005135  =   0.99999825
 GR1595!UTM  11      -   0.99994690  x   1.00029602  =   1.00024290
 GR1595
 GR1595                          SUPERSEDED SURVEY CONTROL
 GR1595
 GR1595  NAD 83(1994)-  36 31 20.75627(N)    114 20 44.08999(W) AD(       ) 3
 GR1595  NAD 83(1992)-  36 31 20.75628(N)    114 20 44.09075(W) AD(       ) 3
 GR1595  NAD 83(1986)-  36 31 20.75165(N)    114 20 44.07226(W) AD(       ) 3
 GR1595  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1595
 GR1595.Superseded values are not recommended for survey control.
 GR1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1595.See file dsdata.txt to determine how the superseded data were derived.
 GR1595
 GR1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3767445174(NAD 83)
 GR1595_MARKER: DS = TRIANGULATION STATION DISK
 GR1595_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1595_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1595
 GR1595  HISTORY     - Date     Condition        Report By
 GR1595  HISTORY     - 1948     MONUMENTED       USGS
 GR1595
 GR1595                          STATION DESCRIPTION
 GR1595
 GR1595'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1595'NOT OCCUPIED.
 GR1595'
 GR1595'LOCATED ABOUT 5.7 MI N. OF OVERTON BOAT DOCK, ABOUT 1.5 MI N. OF
 GR1595'MIDDLE OF LARGE BAY BELOW VIRGIN RIVER.  ON SMALL TOP AT END OF
 GR1595'LIGHT GRAY RIDGE, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1595'
 GR1595'STATION MARK--STANDARD TABLET STAMPED---N102 1948---, WELDED TO
 GR1595'2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0477 ***********************************************************************
 LR0477  DESIGNATION -  N 103
 LR0477  PID         -  LR0477
 LR0477  STATE/COUNTY-  NV/PERSHING
 LR0477  USGS QUAD   -  FENCEMAKER PASS (1990)
 LR0477
 LR0477                         *CURRENT SURVEY CONTROL
 LR0477  ___________________________________________________________________
 LR0477* NAD 83(1986)-  40 03 33.     (N)    117 45 17.     (W)     SCALED    
 LR0477* NAVD 88     -      1078.675  (meters)    3538.95   (feet)  ADJUSTED  
 LR0477  ___________________________________________________________________
 LR0477  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 LR0477  DYNAMIC HT  -        1077.817 (meters)    3536.14  (feet)  COMP
 LR0477  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 LR0477
 LR0477  VERT ORDER  -  SECOND    CLASS 0
 LR0477
 LR0477.The horizontal coordinates were scaled from a topographic map and have
 LR0477.an estimated accuracy of +/- 6 seconds.
 LR0477
 LR0477.The orthometric height was determined by differential leveling
 LR0477.and adjusted by the National Geodetic Survey in June 1991..
 LR0477
 LR0477.The geoid height was determined by GEOID03.
 LR0477
 LR0477.The dynamic height is computed by dividing the NAVD 88
 LR0477.geopotential number by the normal gravity value computed on the
 LR0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0477.degrees latitude (g = 980.6199 gals.).
 LR0477
 LR0477.The modeled gravity was interpolated from observed gravity values.
 LR0477
 LR0477;                    North         East    Units  Estimated Accuracy
 LR0477;SPC NV W     - 4,589,510.      870,690.      MT  (+/- 180 meters Scaled)
 LR0477
 LR0477                          SUPERSEDED SURVEY CONTROL
 LR0477
 LR0477  NGVD 29 (??/??/92) 1077.722  (m)         3535.83   (f) ADJ UNCH    2 0
 LR0477
 LR0477.Superseded values are not recommended for survey control.
 LR0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0477.See file dsdata.txt to determine how the superseded data were derived.
 LR0477
 LR0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME356345(NAD 83)
 LR0477_MARKER: DB = BENCH MARK DISK
 LR0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0477_STAMPING: N 103 1958
 LR0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0477+STABILITY: SURFACE MOTION
 LR0477
 LR0477  HISTORY     - Date     Condition        Report By
 LR0477  HISTORY     - 1958     MONUMENTED       CGS
 LR0477
 LR0477                          STATION DESCRIPTION
 LR0477
 LR0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0477'9.5 MI NE FROM BOYER RANCH.
 LR0477'9.5 MILES NORTHEAST ALONG A DIRT ROAD FROM BOYER RANCH, 25 FEET
 LR0477'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHEAST OF A
 LR0477'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 LR0477'A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1596 ***********************************************************************
 GR1596  DESIGNATION -  N 103
 GR1596  PID         -  GR1596
 GR1596  STATE/COUNTY-  NV/CLARK
 GR1596  USGS QUAD   -  OVERTON SE (1983)
 GR1596
 GR1596                         *CURRENT SURVEY CONTROL
 GR1596  ___________________________________________________________________
 GR1596* NAD 83(1994)-  36 31 42.34410(N)    114 20 01.95799(W)     ADJUSTED  
 GR1596* NAVD 88     -       364.6    (meters)    1196.     (feet)  VERTCON   
 GR1596  ___________________________________________________________________
 GR1596  LAPLACE CORR-           7.35  (seconds)                    DEFLEC99
 GR1596  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 GR1596
 GR1596  HORZ ORDER  -  THIRD
 GR1596
 GR1596.The horizontal coordinates were established by classical geodetic methods
 GR1596.and adjusted by the National Geodetic Survey in June 1998..
 GR1596
 GR1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1596
 GR1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1596
 GR1596.The geoid height was determined by GEOID03.
 GR1596
 GR1596;                    North         East     Units Scale Factor Converg.
 GR1596;SPC NV E     - 8,198,027.387   311,890.633   MT  1.00005420   +0 44 37.6
 GR1596;SPC NV E     -26,896,361.52  1,023,261.19   sFT  1.00005420   +0 44 37.6
 GR1596;UTM  11      - 4,045,868.625   738,703.342   MT  1.00030206   +1 35 15.7
 GR1596
 GR1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1596!SPC NV E     -   0.99994705  x   1.00005420  =   1.00000124
 GR1596!UTM  11      -   0.99994705  x   1.00030206  =   1.00024909
 GR1596
 GR1596:                Primary Azimuth Mark                     Grid Az
 GR1596:SPC NV E     -  N 101                                    187 53 38.5
 GR1596:UTM  11      -  N 101                                    187 03 00.4
 GR1596
 GR1596|---------------------------------------------------------------------|
 GR1596| PID    Reference Object                     Distance      Geod. Az  |
 GR1596|                                                           dddmmss.s |
 GR1596| GR1594 N 101                               APPROX. 1.0 KM 1883816.1 |
 GR1596|---------------------------------------------------------------------|
 GR1596
 GR1596                          SUPERSEDED SURVEY CONTROL
 GR1596
 GR1596  NAD 83(1994)-  36 31 42.34391(N)    114 20 01.95726(W) AD(       ) 3
 GR1596  NAD 83(1992)-  36 31 42.34395(N)    114 20 01.95805(W) AD(       ) 3
 GR1596  NAD 83(1986)-  36 31 42.33958(N)    114 20 01.93892(W) AD(       ) 3
 GR1596  NGVD 29 (06/27/88)  364.0    (m)         1194.     (f) VERT ANG       
 GR1596
 GR1596.Superseded values are not recommended for survey control.
 GR1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1596.See file dsdata.txt to determine how the superseded data were derived.
 GR1596
 GR1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3870345869(NAD 83)
 GR1596_MARKER: DS = TRIANGULATION STATION DISK
 GR1596_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1596_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1596
 GR1596  HISTORY     - Date     Condition        Report By
 GR1596  HISTORY     - 1948     MONUMENTED       USGS
 GR1596
 GR1596                          STATION DESCRIPTION
 GR1596
 GR1596'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1596'LOCATED ABOUT 6.1 MI N. OF OVERTON BOAT DOCK.  ABOUT 1.9 MI N. OF
 GR1596'MIDDLE OF LARGE BAY BELOW VIRGIN RIVER.  ABOUT 10 FT. E. OF ABRUPT
 GR1596'DROP-OFF AT WEST END OF BLUFF ON EAST SIDE OF VIRGIN RIVER, ABOUT
 GR1596'30 FT. ABOVE HIGH WATER MARK.
 GR1596'
 GR1596'TO REACH NOT GIVEN.
 GR1596'
 GR1596'STATION MARK--STANDARD TABLET STAMPED---N103 1948---, WELDED TO
 GR1596'2-INCH IRON PIPE PROJECTING 4 INCHES ABOVE GROUND.
 GR1596'
 GR1596'RMS--NONE SET.
 GR1596'
 GR1596'NOTE--FAIRCHILD STATION, 2 X 2 INCH STAKE, DESIGNATED AS V16,
 GR1596'11.95 FT. WSW. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0506 ***********************************************************************
 LR0506  DESIGNATION -  N 104
 LR0506  PID         -  LR0506
 LR0506  STATE/COUNTY-  NV/PERSHING
 LR0506  USGS QUAD   -  SOU HILLS (1990)
 LR0506
 LR0506                         *CURRENT SURVEY CONTROL
 LR0506  ___________________________________________________________________
 LR0506* NAD 83(1986)-  40 11 38.     (N)    117 42 49.     (W)     SCALED    
 LR0506* NAVD 88     -      1297.403  (meters)    4256.56   (feet)  ADJUSTED  
 LR0506  ___________________________________________________________________
 LR0506  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 LR0506  DYNAMIC HT  -        1296.357 (meters)    4253.13  (feet)  COMP
 LR0506  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 LR0506
 LR0506  VERT ORDER  -  SECOND    CLASS 0
 LR0506
 LR0506.The horizontal coordinates were scaled from a topographic map and have
 LR0506.an estimated accuracy of +/- 6 seconds.
 LR0506
 LR0506.The orthometric height was determined by differential leveling
 LR0506.and adjusted by the National Geodetic Survey in June 1991..
 LR0506
 LR0506.The geoid height was determined by GEOID03.
 LR0506
 LR0506.The dynamic height is computed by dividing the NAVD 88
 LR0506.geopotential number by the normal gravity value computed on the
 LR0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0506.degrees latitude (g = 980.6199 gals.).
 LR0506
 LR0506.The modeled gravity was interpolated from observed gravity values.
 LR0506
 LR0506;                    North         East    Units  Estimated Accuracy
 LR0506;SPC NV W     - 4,604,500.      874,050.      MT  (+/- 180 meters Scaled)
 LR0506
 LR0506                          SUPERSEDED SURVEY CONTROL
 LR0506
 LR0506  NGVD 29 (??/??/92) 1296.408  (m)         4253.30   (f) ADJ UNCH    2 0
 LR0506
 LR0506.Superseded values are not recommended for survey control.
 LR0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0506.See file dsdata.txt to determine how the superseded data were derived.
 LR0506
 LR0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME392495(NAD 83)
 LR0506_MARKER: DB = BENCH MARK DISK
 LR0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0506_STAMPING: N 104 1958
 LR0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0506+STABILITY: SURFACE MOTION
 LR0506
 LR0506  HISTORY     - Date     Condition        Report By
 LR0506  HISTORY     - 1958     MONUMENTED       CGS
 LR0506
 LR0506                          STATION DESCRIPTION
 LR0506
 LR0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0506'3.75 MI SW FROM PARIS RANCH.
 LR0506'2.25 MILES SOUTH ALONG A DIRT ROAD FROM PARIS RANCH, THENCE 1.5 MILES
 LR0506'WEST ALONG A GRAVEL ROAD.  ON THE OUTSIDE OF A SLIGHT CURVE, 30 FEET
 LR0506'NORTH OF THE CENTER LINE OF THE ROAD, 2.4 FEET EAST OF A WITNESS POST,
 LR0506'ABOUT 4 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LR0506'POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1597 ***********************************************************************
 GR1597  DESIGNATION -  N 104
 GR1597  PID         -  GR1597
 GR1597  STATE/COUNTY-  NV/CLARK
 GR1597  USGS QUAD   -  VALLEY OF FIRE EAST (1984)
 GR1597
 GR1597                         *CURRENT SURVEY CONTROL
 GR1597  ___________________________________________________________________
 GR1597* NAD 83(1994)-  36 28 44.39728(N)    114 24 51.47040(W)     ADJUSTED  
 GR1597* NAVD 88     -       455.6    (meters)    1495.     (feet)  VERTCON   
 GR1597  ___________________________________________________________________
 GR1597  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 GR1597  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 GR1597
 GR1597  HORZ ORDER  -  THIRD
 GR1597
 GR1597.The horizontal coordinates were established by classical geodetic methods
 GR1597.and adjusted by the National Geodetic Survey in June 1998..
 GR1597
 GR1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1597
 GR1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1597
 GR1597.The geoid height was determined by GEOID03.
 GR1597
 GR1597;                    North         East     Units Scale Factor Converg.
 GR1597;SPC NV E     - 8,192,451.981   304,755.172   MT  1.00003516   +0 41 42.3
 GR1597;SPC NV E     -26,878,069.54    999,850.93   sFT  1.00003516   +0 41 42.3
 GR1597;UTM  11      - 4,040,187.448   731,649.050   MT  1.00026118   +1 32 16.6
 GR1597
 GR1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1597!SPC NV E     -   0.99993281  x   1.00003516  =   0.99996796
 GR1597!UTM  11      -   0.99993281  x   1.00026118  =   1.00019397
 GR1597
 GR1597:                Primary Azimuth Mark                     Grid Az
 GR1597:SPC NV E     -  N 104 A                                  314 45 39.7
 GR1597:UTM  11      -  N 104 A                                  313 55 05.4
 GR1597
 GR1597|---------------------------------------------------------------------|
 GR1597| PID    Reference Object                     Distance      Geod. Az  |
 GR1597|                                                           dddmmss.s |
 GR1597| GR1598 N 104 A                             APPROX. 6.7 KM 3152722.0 |
 GR1597|---------------------------------------------------------------------|
 GR1597
 GR1597                          SUPERSEDED SURVEY CONTROL
 GR1597
 GR1597  NAD 83(1994)-  36 28 44.39741(N)    114 24 51.46946(W) AD(       ) 3
 GR1597  NAD 83(1992)-  36 28 44.39729(N)    114 24 51.46995(W) AD(       ) 3
 GR1597  NAD 83(1986)-  36 28 44.39007(N)    114 24 51.45534(W) AD(       ) 3
 GR1597  NGVD 29 (06/27/88)  455.0    (m)         1493.     (f) VERT ANG       
 GR1597
 GR1597.Superseded values are not recommended for survey control.
 GR1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1597.See file dsdata.txt to determine how the superseded data were derived.
 GR1597
 GR1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3164940187(NAD 83)
 GR1597_MARKER: DS = TRIANGULATION STATION DISK
 GR1597_SETTING: 80 = SET IN A BOULDER
 GR1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1597+STABILITY: SURFACE MOTION
 GR1597
 GR1597  HISTORY     - Date     Condition        Report By
 GR1597  HISTORY     - 1948     MONUMENTED       USGS
 GR1597
 GR1597                          STATION DESCRIPTION
 GR1597
 GR1597'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1597'LOCATED ABOUT 4.1 MI NW. OF OVERTON BOAT DOCK.  ON WEST SIDE OF
 GR1597'BAY BELOW MUDDY CREEK, ABOUT 1 MI SW. OF LAKE SHORE, ABOUT 30 FT.
 GR1597'W. OF EXTREME EAST END OF PROMINENT PLATEAU, ABOUT 300 FT. ABOVE
 GR1597'HIGH WATER MARK.
 GR1597'
 GR1597'TO REACH NOT GIVEN.
 GR1597'
 GR1597'STATION MARK--STANDARD TABLET STAMPED---N104 1948---, CEMENTED IN
 GR1597'TOP OF BOULDER IN PLACE.
 GR1597'
 GR1597'RMS--NONE SET.
 GR1597'
 GR1597'NOTE--FAIRCHILD STATION, DRILL HOLE IN ROCK, DESIGNATED AS
 GR1597'V88, 20.38 FT. SE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1598 ***********************************************************************
 GR1598  DESIGNATION -  N 104 A
 GR1598  PID         -  GR1598
 GR1598  STATE/COUNTY-  NV/CLARK
 GR1598  USGS QUAD   -  OVERTON (1983)
 GR1598
 GR1598                         *CURRENT SURVEY CONTROL
 GR1598  ___________________________________________________________________
 GR1598* NAD 83(1994)-  36 31 19.33000(N)    114 28 00.44431(W)     ADJUSTED  
 GR1598* NAVD 88     -       490.7    (meters)    1610.     (feet)  VERTCON   
 GR1598  ___________________________________________________________________
 GR1598  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 GR1598  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 GR1598
 GR1598  HORZ ORDER  -  THIRD
 GR1598
 GR1598.The horizontal coordinates were established by classical geodetic methods
 GR1598.and adjusted by the National Geodetic Survey in June 1998..
 GR1598
 GR1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1598
 GR1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1598
 GR1598.The geoid height was determined by GEOID03.
 GR1598
 GR1598;                    North         East     Units Scale Factor Converg.
 GR1598;SPC NV E     - 8,197,171.711   299,995.849   MT  1.00002316   +0 39 52.4
 GR1598;SPC NV E     -26,893,554.19    984,236.38   sFT  1.00002316   +0 39 52.4
 GR1598;UTM  11      - 4,044,837.637   726,819.726   MT  1.00023389   +1 30 29.7
 GR1598
 GR1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1598!SPC NV E     -   0.99992731  x   1.00002316  =   0.99995047
 GR1598!UTM  11      -   0.99992731  x   1.00023389  =   1.00016118
 GR1598
 GR1598:                Primary Azimuth Mark                     Grid Az
 GR1598:SPC NV E     -  N 104 C                                  358 51 32.3
 GR1598:UTM  11      -  N 104 C                                  358 00 55.0
 GR1598
 GR1598|---------------------------------------------------------------------|
 GR1598| PID    Reference Object                     Distance      Geod. Az  |
 GR1598|                                                           dddmmss.s |
 GR1598| GR1600 N 104 C                             APPROX. 3.9 KM 3593124.7 |
 GR1598|---------------------------------------------------------------------|
 GR1598
 GR1598                          SUPERSEDED SURVEY CONTROL
 GR1598
 GR1598  NAD 83(1994)-  36 31 19.32991(N)    114 28 00.44287(W) AD(       ) 3
 GR1598  NAD 83(1992)-  36 31 19.32947(N)    114 28 00.44330(W) AD(       ) 3
 GR1598  NAD 83(1986)-  36 31 19.32460(N)    114 28 00.43286(W) AD(       ) 3
 GR1598  NGVD 29 (06/27/88)  490.0    (m)         1608.     (f) VERT ANG       
 GR1598
 GR1598.Superseded values are not recommended for survey control.
 GR1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1598.See file dsdata.txt to determine how the superseded data were derived.
 GR1598
 GR1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2682044838(NAD 83)
 GR1598_MARKER: DS = TRIANGULATION STATION DISK
 GR1598_SETTING: 80 = SET IN A BOULDER
 GR1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1598+STABILITY: SURFACE MOTION
 GR1598
 GR1598  HISTORY     - Date     Condition        Report By
 GR1598  HISTORY     - 1948     MONUMENTED       USGS
 GR1598
 GR1598                          STATION DESCRIPTION
 GR1598
 GR1598'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1598'LOCATED ABOUT 1.5 MI SW. OF OVERTON, ABOUT 0.5 MI E. OF WEST END
 GR1598'OF HIGH, LONG, PROMINENT PLATEAU.  ABOUT 25 FT. S. OF NORTH EDGE.
 GR1598'
 GR1598'TO REACH NOT GIVEN.
 GR1598'
 GR1598'STATION MARK--STANDARD TABLET STAMPED---N104A 1948---, CEMENTED IN
 GR1598'TOP OF BOULDER SET IN PLACE.
 GR1598'
 GR1598'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1599 ***********************************************************************
 GR1599  DESIGNATION -  N 104 B
 GR1599  PID         -  GR1599
 GR1599  STATE/COUNTY-  NV/CLARK
 GR1599  USGS QUAD   -  OVERTON (1983)
 GR1599
 GR1599                         *CURRENT SURVEY CONTROL
 GR1599  ___________________________________________________________________
 GR1599* NAD 83(1994)-  36 33 27.83641(N)    114 26 32.37185(W)     ADJUSTED  
 GR1599* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1599  ___________________________________________________________________
 GR1599  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GR1599  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 GR1599
 GR1599  HORZ ORDER  -  THIRD
 GR1599
 GR1599.The horizontal coordinates were established by classical geodetic methods
 GR1599.and adjusted by the National Geodetic Survey in June 1998..
 GR1599
 GR1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1599
 GR1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1599
 GR1599.The geoid height was determined by GEOID03.
 GR1599
 GR1599;                    North         East     Units Scale Factor Converg.
 GR1599;SPC NV E     - 8,201,158.415   302,139.971   MT  1.00002849   +0 40 46.8
 GR1599;SPC NV E     -26,906,633.90    991,270.89   sFT  1.00002849   +0 40 46.8
 GR1599;UTM  11      - 4,048,856.353   728,905.333   MT  1.00024560   +1 31 26.7
 GR1599
 GR1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1599!SPC NV E     -   0.99994692  x   1.00002849  =   0.99997541
 GR1599!UTM  11      -   0.99994692  x   1.00024560  =   1.00019251
 GR1599
 GR1599:                Primary Azimuth Mark                     Grid Az
 GR1599:SPC NV E     -  N 104 A                                  208 16 18.9
 GR1599:UTM  11      -  N 104 A                                  207 25 39.0
 GR1599
 GR1599|---------------------------------------------------------------------|
 GR1599| PID    Reference Object                     Distance      Geod. Az  |
 GR1599|                                                           dddmmss.s |
 GR1599| GR1598 N 104 A                             APPROX. 4.5 KM 2085705.7 |
 GR1599|---------------------------------------------------------------------|
 GR1599
 GR1599                          SUPERSEDED SURVEY CONTROL
 GR1599
 GR1599  NAD 83(1994)-  36 33 27.83610(N)    114 26 32.37044(W) AD(       ) 3
 GR1599  NAD 83(1992)-  36 33 27.83561(N)    114 26 32.37109(W) AD(       ) 3
 GR1599  NAD 83(1986)-  36 33 27.83249(N)    114 26 32.36072(W) AD(       ) 3
 GR1599  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1599
 GR1599.Superseded values are not recommended for survey control.
 GR1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1599.See file dsdata.txt to determine how the superseded data were derived.
 GR1599
 GR1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2890548856(NAD 83)
 GR1599_MARKER: DS = TRIANGULATION STATION DISK
 GR1599_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1599_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1599
 GR1599  HISTORY     - Date     Condition        Report By
 GR1599  HISTORY     - 1948     MONUMENTED       USGS
 GR1599
 GR1599                          STATION DESCRIPTION
 GR1599
 GR1599'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1599'LOCATED ABOUT 1000 FT. SW. OF OVERTON CEMETERY, ABOUT 50 FT. E.
 GR1599'OF TELEPHONE LINE, ON SMALL GRAVEL RIDGE.
 GR1599'
 GR1599'TO REACH NOT GIVEN.
 GR1599'
 GR1599'STATION MARK--STANDARD TABLET STAMPED---N104B 1948---, WELDED TO
 GR1599'2-INCH IRON PIPE PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 GR1599'
 GR1599'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1600 ***********************************************************************
 GR1600  DESIGNATION -  N 104 C
 GR1600  PID         -  GR1600
 GR1600  STATE/COUNTY-  NV/CLARK
 GR1600  USGS QUAD   -  OVERTON (1983)
 GR1600
 GR1600                         *CURRENT SURVEY CONTROL
 GR1600  ___________________________________________________________________
 GR1600* NAD 83(1994)-  36 33 26.64218(N)    114 28 01.75665(W)     ADJUSTED  
 GR1600* NAVD 88     -       414.6    (meters)    1360.     (feet)  VERTCON   
 GR1600  ___________________________________________________________________
 GR1600  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 GR1600  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 GR1600
 GR1600  HORZ ORDER  -  THIRD
 GR1600
 GR1600.The horizontal coordinates were established by classical geodetic methods
 GR1600.and adjusted by the National Geodetic Survey in June 1998..
 GR1600
 GR1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1600
 GR1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1600
 GR1600.The geoid height was determined by GEOID03.
 GR1600
 GR1600;                    North         East     Units Scale Factor Converg.
 GR1600;SPC NV E     - 8,201,095.523   299,917.679   MT  1.00002296   +0 39 53.6
 GR1600;SPC NV E     -26,906,427.56    983,979.92   sFT  1.00002296   +0 39 53.6
 GR1600;UTM  11      - 4,048,760.697   726,683.735   MT  1.00023313   +1 30 33.4
 GR1600
 GR1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1600!SPC NV E     -   0.99993923  x   1.00002296  =   0.99996219
 GR1600!UTM  11      -   0.99993923  x   1.00023313  =   1.00017234
 GR1600
 GR1600:                Primary Azimuth Mark                     Grid Az
 GR1600:SPC NV E     -  N 104 B                                  088 22 44.2
 GR1600:UTM  11      -  N 104 B                                  087 32 04.4
 GR1600
 GR1600|---------------------------------------------------------------------|
 GR1600| PID    Reference Object                     Distance      Geod. Az  |
 GR1600|                                                           dddmmss.s |
 GR1600| GR1599 N 104 B                             APPROX. 2.2 KM 0890237.8 |
 GR1600|---------------------------------------------------------------------|
 GR1600
 GR1600                          SUPERSEDED SURVEY CONTROL
 GR1600
 GR1600  NAD 83(1994)-  36 33 26.64191(N)    114 28 01.75514(W) AD(       ) 3
 GR1600  NAD 83(1992)-  36 33 26.64136(N)    114 28 01.75573(W) AD(       ) 3
 GR1600  NAD 83(1986)-  36 33 26.63770(N)    114 28 01.74609(W) AD(       ) 3
 GR1600  NGVD 29 (06/27/88)  414.0    (m)         1358.     (f) VERT ANG       
 GR1600
 GR1600.Superseded values are not recommended for survey control.
 GR1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1600.See file dsdata.txt to determine how the superseded data were derived.
 GR1600
 GR1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2668448761(NAD 83)
 GR1600_MARKER: DS = TRIANGULATION STATION DISK
 GR1600_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1600_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1600
 GR1600  HISTORY     - Date     Condition        Report By
 GR1600  HISTORY     - 1948     MONUMENTED       USGS
 GR1600
 GR1600                          STATION DESCRIPTION
 GR1600
 GR1600'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1600'LOCATED ABOUT 2.5 MI NW. OF OVERTON, ABOUT 0.3 MI NW. OF GLASS
 GR1600'SAND MILL.  ABOUT 800 FT. W. OF RR. TRACK, ABOUT 100 FT. W. OF
 GR1600'EAST END OF LONG, NARROW RIDGE.
 GR1600'
 GR1600'TO REACH NOT GIVEN.
 GR1600'
 GR1600'STATION MARK--STANDARD TABLET STAMPED---N104C 1948---, WELDED TO
 GR1600'2-INCH IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 GR1600'
 GR1600'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1601 ***********************************************************************
 GR1601  DESIGNATION -  N 104 D
 GR1601  PID         -  GR1601
 GR1601  STATE/COUNTY-  NV/CLARK
 GR1601  USGS QUAD   -  OVERTON NW (1983)
 GR1601
 GR1601                         *CURRENT SURVEY CONTROL
 GR1601  ___________________________________________________________________
 GR1601* NAD 83(1994)-  36 39 07.39607(N)    114 26 27.17152(W)     ADJUSTED  
 GR1601* NAVD 88     -       609.7    (meters)    2000.     (feet)  VERTCON   
 GR1601  ___________________________________________________________________
 GR1601  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 GR1601  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 GR1601
 GR1601  HORZ ORDER  -  THIRD
 GR1601
 GR1601.The horizontal coordinates were established by classical geodetic methods
 GR1601.and adjusted by the National Geodetic Survey in June 1998..
 GR1601
 GR1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1601
 GR1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1601
 GR1601.The geoid height was determined by GEOID03.
 GR1601
 GR1601;                    North         East     Units Scale Factor Converg.
 GR1601;SPC NV E     - 8,211,626.460   302,144.826   MT  1.00002850   +0 40 55.4
 GR1601;SPC NV E     -26,940,977.81    991,286.82   sFT  1.00002850   +0 40 55.4
 GR1601;UTM  11      - 4,059,325.598   728,755.713   MT  1.00024474   +1 31 42.0
 GR1601
 GR1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1601!SPC NV E     -   0.99990859  x   1.00002850  =   0.99993708
 GR1601!UTM  11      -   0.99990859  x   1.00024474  =   1.00015330
 GR1601
 GR1601:                Primary Azimuth Mark                     Grid Az
 GR1601:SPC NV E     -  N 104 F                                  165 23 32.7
 GR1601:UTM  11      -  N 104 F                                  164 32 46.1
 GR1601
 GR1601|---------------------------------------------------------------------|
 GR1601| PID    Reference Object                     Distance      Geod. Az  |
 GR1601|                                                           dddmmss.s |
 GR1601| GR1603 N 104 F                             APPROX. 5.9 KM 1660428.1 |
 GR1601|---------------------------------------------------------------------|
 GR1601
 GR1601                          SUPERSEDED SURVEY CONTROL
 GR1601
 GR1601  NAD 83(1994)-  36 39 07.39560(N)    114 26 27.16983(W) AD(       ) 3
 GR1601  NAD 83(1992)-  36 39 07.39491(N)    114 26 27.17066(W) AD(       ) 3
 GR1601  NAD 83(1986)-  36 39 07.39151(N)    114 26 27.16459(W) AD(       ) 3
 GR1601  NGVD 29 (06/27/88)  609.0    (m)         1998.     (f) VERT ANG       
 GR1601
 GR1601.Superseded values are not recommended for survey control.
 GR1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1601.See file dsdata.txt to determine how the superseded data were derived.
 GR1601
 GR1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2875659326(NAD 83)
 GR1601_MARKER: DS = TRIANGULATION STATION DISK
 GR1601_SETTING: 80 = SET IN A BOULDER
 GR1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1601+STABILITY: SURFACE MOTION
 GR1601
 GR1601  HISTORY     - Date     Condition        Report By
 GR1601  HISTORY     - 1948     MONUMENTED       USGS
 GR1601
 GR1601                          STATION DESCRIPTION
 GR1601
 GR1601'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1601'LOCATED ABOUT 7 MI N. OF OVERTON, ABOUT 4 MI SE. OF CAA AUXILIARY
 GR1601'AIRFIELD.  ON LONG, NARROW RIDGE RUNNING SW. OF MORMON MESA, ABOUT
 GR1601'1 MI NE. OF SOUTHWEST END OF THIS RIDGE, AT POINT WHERE RIDGE
 GR1601'BEGINS TO SLOPE TOWARD SW.
 GR1601'
 GR1601'TO REACH NOT GIVEN.
 GR1601'
 GR1601'STATION MARK--STANDARD TABLET STAMPED---N104D 1948---, CEMENTED IN
 GR1601'BOULDER FLUSH WITH GROUND.
 GR1601'
 GR1601'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1602 ***********************************************************************
 GR1602  DESIGNATION -  N 104 E
 GR1602  PID         -  GR1602
 GR1602  STATE/COUNTY-  NV/CLARK
 GR1602  USGS QUAD   -  WEISER RIDGE (1983)
 GR1602
 GR1602                         *CURRENT SURVEY CONTROL
 GR1602  ___________________________________________________________________
 GR1602* NAD 83(1994)-  36 34 30.81396(N)    114 31 24.29713(W)     ADJUSTED  
 GR1602* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1602  ___________________________________________________________________
 GR1602  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 GR1602  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 GR1602
 GR1602  HORZ ORDER  -  THIRD
 GR1602
 GR1602.The horizontal coordinates were established by classical geodetic methods
 GR1602.and adjusted by the National Geodetic Survey in June 1998..
 GR1602
 GR1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1602
 GR1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1602
 GR1602.The geoid height was determined by GEOID03.
 GR1602
 GR1602;                    North         East     Units Scale Factor Converg.
 GR1602;SPC NV E     - 8,203,016.536   294,859.331   MT  1.00001083   +0 37 53.9
 GR1602;SPC NV E     -26,912,730.09    967,384.32   sFT  1.00001083   +0 37 53.9
 GR1602;UTM  11      - 4,050,607.316   721,596.593   MT  1.00020503   +1 28 34.8
 GR1602
 GR1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1602!SPC NV E     -   0.99994690  x   1.00001083  =   0.99995773
 GR1602!UTM  11      -   0.99994690  x   1.00020503  =   1.00015192
 GR1602
 GR1602:                Primary Azimuth Mark                     Grid Az
 GR1602:SPC NV E     -  GLEN                                     302 16 37.8
 GR1602:UTM  11      -  GLEN                                     301 25 56.9
 GR1602
 GR1602|---------------------------------------------------------------------|
 GR1602| PID    Reference Object                     Distance      Geod. Az  |
 GR1602|                                                           dddmmss.s |
 GR1602| GR1901 GLEN                                APPROX. 6.1 KM 3025431.7 |
 GR1602|---------------------------------------------------------------------|
 GR1602
 GR1602                          SUPERSEDED SURVEY CONTROL
 GR1602
 GR1602  NAD 83(1994)-  36 34 30.81367(N)    114 31 24.29538(W) AD(       ) 3
 GR1602  NAD 83(1992)-  36 34 30.81294(N)    114 31 24.29591(W) AD(       ) 3
 GR1602  NAD 83(1986)-  36 34 30.80839(N)    114 31 24.28744(W) AD(       ) 3
 GR1602  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1602
 GR1602.Superseded values are not recommended for survey control.
 GR1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1602.See file dsdata.txt to determine how the superseded data were derived.
 GR1602
 GR1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2159750607(NAD 83)
 GR1602_MARKER: DS = TRIANGULATION STATION DISK
 GR1602_SETTING: 80 = SET IN A BOULDER
 GR1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1602+STABILITY: SURFACE MOTION
 GR1602
 GR1602  HISTORY     - Date     Condition        Report By
 GR1602  HISTORY     - 1948     MONUMENTED       USGS
 GR1602
 GR1602                          STATION DESCRIPTION
 GR1602
 GR1602'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1602'LOCATED ABOUT 5 MI NW. OF OVERTON, ABOUT 0.5 MI E. OF RD. WHICH
 GR1602'IS JUST TO E. OF LONG, RED RIDGE.  ON HIGHEST POINT IN IMMEDIATE
 GR1602'VICINITY, ABOUT 15 FT. NE. OF SMALL ROCK CAIRN.
 GR1602'
 GR1602'TO REACH NOT GIVEN.
 GR1602'
 GR1602'STATION MARK--STANDARD TABLET STAMPED---N104E 1948---, CEMENTED IN
 GR1602'TOP OF BOULDER IN PLACE.
 GR1602'
 GR1602'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1603 ***********************************************************************
 GR1603  DESIGNATION -  N 104 F
 GR1603  PID         -  GR1603
 GR1603  STATE/COUNTY-  NV/CLARK
 GR1603  USGS QUAD   -  OVERTON (1983)
 GR1603
 GR1603                         *CURRENT SURVEY CONTROL
 GR1603  ___________________________________________________________________
 GR1603* NAD 83(1994)-  36 36 02.04655(N)    114 25 30.17494(W)     ADJUSTED  
 GR1603* NAVD 88     -       588.7    (meters)    1931.     (feet)  VERTCON   
 GR1603  ___________________________________________________________________
 GR1603  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 GR1603  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 GR1603
 GR1603  HORZ ORDER  -  THIRD
 GR1603
 GR1603.The horizontal coordinates were established by classical geodetic methods
 GR1603.and adjusted by the National Geodetic Survey in June 1998..
 GR1603
 GR1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1603
 GR1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1603
 GR1603.The geoid height was determined by GEOID03.
 GR1603
 GR1603;                    North         East     Units Scale Factor Converg.
 GR1603;SPC NV E     - 8,205,930.229   303,629.343   MT  1.00003227   +0 41 26.4
 GR1603;SPC NV E     -26,922,289.43    996,157.27   sFT  1.00003227   +0 41 26.4
 GR1603;UTM  11      - 4,053,650.659   730,324.495   MT  1.00025363   +1 32 09.4
 GR1603
 GR1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1603!SPC NV E     -   0.99991191  x   1.00003227  =   0.99994417
 GR1603!UTM  11      -   0.99991191  x   1.00025363  =   1.00016552
 GR1603
 GR1603:                Primary Azimuth Mark                     Grid Az
 GR1603:SPC NV E     -  N 104 B                                  197 20 01.6
 GR1603:UTM  11      -  N 104 B                                  196 29 18.6
 GR1603
 GR1603|---------------------------------------------------------------------|
 GR1603| PID    Reference Object                     Distance      Geod. Az  |
 GR1603|                                                           dddmmss.s |
 GR1603| GR1599 N 104 B                             APPROX. 5.0 KM 1980128.0 |
 GR1603|---------------------------------------------------------------------|
 GR1603
 GR1603                          SUPERSEDED SURVEY CONTROL
 GR1603
 GR1603  NAD 83(1994)-  36 36 02.04617(N)    114 25 30.17340(W) AD(       ) 3
 GR1603  NAD 83(1992)-  36 36 02.04566(N)    114 25 30.17417(W) AD(       ) 3
 GR1603  NAD 83(1986)-  36 36 02.04235(N)    114 25 30.16602(W) AD(       ) 3
 GR1603  NGVD 29 (06/27/88)  588.0    (m)         1929.     (f) VERT ANG       
 GR1603
 GR1603.Superseded values are not recommended for survey control.
 GR1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1603.See file dsdata.txt to determine how the superseded data were derived.
 GR1603
 GR1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3032453651(NAD 83)
 GR1603_MARKER: DS = TRIANGULATION STATION DISK
 GR1603_SETTING: 80 = SET IN A BOULDER
 GR1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1603+STABILITY: SURFACE MOTION
 GR1603
 GR1603  HISTORY     - Date     Condition        Report By
 GR1603  HISTORY     - 1948     MONUMENTED       USGS
 GR1603
 GR1603                          STATION DESCRIPTION
 GR1603
 GR1603'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1603'LOCATED ABOUT 3 MI N. OF OVERTON.  ABOUT 20 FT. N. OF SOUTH EDGE
 GR1603'OF VERY PROMINENT POINT ON MORMON MESA.
 GR1603'
 GR1603'TO REACH NOT GIVEN.
 GR1603'
 GR1603'STATION MARK--STANDARD TABLET STAMPED---N104F 1948---, CEMENTED IN
 GR1603'BOULDER IN PLACE.
 GR1603'
 GR1603'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0486 ***********************************************************************
 LR0486  DESIGNATION -  N 105
 LR0486  PID         -  LR0486
 LR0486  STATE/COUNTY-  NV/PERSHING
 LR0486  USGS QUAD   -  LOGAN PEAK (1990)
 LR0486
 LR0486                         *CURRENT SURVEY CONTROL
 LR0486  ___________________________________________________________________
 LR0486* NAD 83(1994)-  40 06 56.77280(N)    117 58 13.43835(W)     ADJUSTED  
 LR0486* NAVD 88     -      1253.470  (meters)    4112.43   (feet)  ADJUSTED  
 LR0486  ___________________________________________________________________
 LR0486  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 LR0486  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 LR0486  DYNAMIC HT  -        1252.443 (meters)    4109.06  (feet)  COMP
 LR0486  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 LR0486
 LR0486  HORZ ORDER  -  SECOND
 LR0486  VERT ORDER  -  SECOND    CLASS 0
 LR0486
 LR0486.The horizontal coordinates were established by classical geodetic methods
 LR0486.and adjusted by the National Geodetic Survey in June 1998..
 LR0486
 LR0486.The orthometric height was determined by differential leveling
 LR0486.and adjusted by the National Geodetic Survey in June 1991..
 LR0486
 LR0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0486
 LR0486.The geoid height was determined by GEOID03.
 LR0486
 LR0486.The dynamic height is computed by dividing the NAVD 88
 LR0486.geopotential number by the normal gravity value computed on the
 LR0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0486.degrees latitude (g = 980.6199 gals.).
 LR0486
 LR0486.The modeled gravity was interpolated from observed gravity values.
 LR0486
 LR0486;                    North         East     Units Scale Factor Converg.
 LR0486;SPC NV W     - 4,595,645.852   852,247.227   MT  0.99993359   +0 23 41.8
 LR0486;SPC NV W     -15,077,548.10  2,796,081.11   sFT  0.99993359   +0 23 41.8
 LR0486;UTM  11      - 4,441,057.946   417,306.364   MT  0.99968418   -0 37 31.1
 LR0486
 LR0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0486!SPC NV W     -   0.99980690  x   0.99993359  =   0.99974051
 LR0486!UTM  11      -   0.99980690  x   0.99968418  =   0.99949114
 LR0486
 LR0486:                Primary Azimuth Mark                     Grid Az
 LR0486:SPC NV W     -  P 105                                    040 10 42.6
 LR0486:UTM  11      -  P 105                                    041 11 55.5
 LR0486
 LR0486|---------------------------------------------------------------------|
 LR0486| PID    Reference Object                     Distance      Geod. Az  |
 LR0486|                                                           dddmmss.s |
 LR0486| LR0488 P 105                                              0403424.4 |
 LR0486| LR0848 AIRWAY BCN 30 35 MI E LOVELOCK      APPROX.17.3 KM 0543721.4 |
 LR0486| DB6280 N 105 RM 1                           21.792 METERS 13153     |
 LR0486| DB6281 N 105 RM 2                           22.500 METERS 22138     |
 LR0486| LS0572 AIRWAY BCN 28 ESE LOVELOCK          APPROX.18.6 KM 2560446.3 |
 LR0486|---------------------------------------------------------------------|
 LR0486
 LR0486                          SUPERSEDED SURVEY CONTROL
 LR0486
 LR0486  NAD 83(1986)-  40 06 56.77725(N)    117 58 13.42943(W) AD(       ) 2
 LR0486  NAD 27      -  40 06 57.09460(N)    117 58 09.95720(W) AD(       ) 2
 LR0486  NGVD 29 (??/??/92) 1252.475  (m)         4109.16   (f) ADJ UNCH    2 0
 LR0486
 LR0486.Superseded values are not recommended for survey control.
 LR0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0486.See file dsdata.txt to determine how the superseded data were derived.
 LR0486
 LR0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME1730641058(NAD 83)
 LR0486_MARKER: DB = BENCH MARK DISK
 LR0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0486_STAMPING: N 105 1958
 LR0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0486+STABILITY: SURFACE MOTION
 LR0486
 LR0486  HISTORY     - Date     Condition        Report By
 LR0486  HISTORY     - 1958     MONUMENTED       CGS
 LR0486  HISTORY     - 1958     GOOD             CGS
 LR0486
 LR0486                          STATION DESCRIPTION
 LR0486
 LR0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0486'THE STATION IS LOCATED AIRLINE ABOUT 26-1/2 MILES EAST OF
 LR0486'LOVELOCK, 24 MILES EAST-SOUTHEAST OF OREANA, AND 19-1/2 MILES
 LR0486'SOUTH-SOUTHEAST OF THE FORMER TOWN OF UNIONVILLE IN THE DESERT
 LR0486'FLATS AT THE SOUTHEAST END OF THE BUENA VISTA VALLEY.
 LR0486'
 LR0486'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LOVELOCK,
 LR0486'GO SOUTHEAST ONE BLOCK ON MAIN STREET TO THE INTERSECTION WITH
 LR0486'U.S. HIGHWAY 40, TURN LEFT AND GO NORTHEAST 6.3 MILES TO A SIDE
 LR0486'ROAD ON THE RIGHT AT A SIGN, COAL CANYON IRON MINES.  TURN
 LR0486'RIGHT, CROSS THE RAILROAD, AND GO 0.1 MILE TO A FORK.  TAKE
 LR0486'THE LEFT FORK AND FOLLOW THE GRADED ROAD SOUTHEAST THROUGH
 LR0486'THE PASS 13.2 MILES TO A FORK.  TURN LEFT AND GO NORTH 1.4
 LR0486'MILES TOWARD THE SOUTH BASE OF BUFFALO MOUNTAIN TO A FORK.
 LR0486'CONTINUE ON THE LEFT FORK AND GO NORTHEAST 0.6 MILE TO A
 LR0486'FORK.  KEEP RIGHT, NORTHEAST, AND GO 2.2 MILES TO A FORK.
 LR0486'TAKE THE LEFT FORK AND GO STRAIGHT EAST ON THE MOST
 LR0486'TRAVELED ROAD 9.5 MILES DOWN AND ACROSS THE VALLEY WHERE
 LR0486'THE ROAD GRADUALLY BEARS TO THE NORTH, TO A SIDE ROAD ON THE
 LR0486'RIGHT.  CONTINUE NORTHEAST 0.7 MILE TO THE STATION ON THE
 LR0486'LEFT.
 LR0486'
 LR0486'THE STATION MARK IS A STANDARD BENCH MARK DISK STAMPED N 105
 LR0486'1958, SET IN THE TOP OF A 10-INCH DIAMETER CONCRETE MONUMENT
 LR0486'WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 2 FEET SOUTH
 LR0486'OF A WITNESS POST AND 37.3 FEET WEST OF THE CENTERLINE OF THE
 LR0486'ROAD.
 LR0486'
 LR0486'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BM N
 LR0486'105 NO 1 1958 SET IN THE TOP OF A 10-INCH DIAMETER CONCRETE
 LR0486'MONUMENT PROJECTING 2 INCHES FROM THE GROUND.  IT IS AT THE
 LR0486'SAME ELEVATION AS THE STATION AND 34.2 FEET EAST OF THE
 LR0486'CENTERLINE OF THE ROAD.
 LR0486'
 LR0486'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BM N 105
 LR0486'NO 2 1958 SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 LR0486'IN DIAMETER WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 LR0486'39.0 FEET WEST OF THE CENTERLINE OF THE ROAD AT THE SAME
 LR0486'ELEVATION AS THE STATION.
 LR0486'
 LR0486'BM P 105 WILL SERVE AS THE AZIMUTH MARK.  IT IS A STANDARD
 LR0486'BENCH MARK DISK STAMPED P 105 1958 SET IN THE TOP OF A 10-INCH
 LR0486'DIAMETER CONCRETE MONUMENT WHICH PROJECTS 6 INCHES FROM THE
 LR0486'GROUND.  IT IS 2 FEET NORTH OF A WITNESS POST AND 34.2 FEET
 LR0486'WEST OF THE CENTERLINE OF THE ROAD.  TO REACH THE AZIMUTH MARK
 LR0486'FROM THE STATION, CONTINUE NORTH ALONG THE ROAD 1.0 MILE TO THE
 LR0486'MARK ON THE LEFT.
 LR0486'
 LR0486'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 LR0486
 LR0486                          STATION RECOVERY (1958)
 LR0486
 LR0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0486'21.8 MI SW FROM PARIS RANCH.
 LR0486'2.25 MILES SOUTH ALONG A DIRT ROAD FROM PARIS RANCH, THENCE 19.55
 LR0486'MILES WEST AND SOUTHWEST ALONG A GRAVEL ROAD.  ON TOP OF A SLIGHT
 LR0486'RISE, 163 FEET NORTH OF THE CENTER OF THE Y JUNCTION OF AN ABANDONED
 LR0486'ROAD EAST, 38 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 LR0486'SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 LR0486'SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE
 LR0486'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1604 ***********************************************************************
 GR1604  DESIGNATION -  N 105
 GR1604  PID         -  GR1604
 GR1604  STATE/COUNTY-  NV/CLARK
 GR1604  USGS QUAD   -  GARRETT BUTTE (1984)
 GR1604
 GR1604                         *CURRENT SURVEY CONTROL
 GR1604  ___________________________________________________________________
 GR1604* NAD 83(1994)-  36 09 37.03152(N)    114 22 15.64301(W)     ADJUSTED  
 GR1604* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1604  ___________________________________________________________________
 GR1604  LAPLACE CORR-           6.62  (seconds)                    DEFLEC99
 GR1604  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 GR1604
 GR1604  HORZ ORDER  -  THIRD
 GR1604
 GR1604.The horizontal coordinates were established by classical geodetic methods
 GR1604.and adjusted by the National Geodetic Survey in June 1998..
 GR1604
 GR1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1604
 GR1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1604
 GR1604.The geoid height was determined by GEOID03.
 GR1604
 GR1604;                    North         East     Units Scale Factor Converg.
 GR1604;SPC NV E     - 8,157,135.128   309,077.331   MT  1.00004655   +0 42 55.4
 GR1604;SPC NV E     -26,762,200.83  1,014,031.21   sFT  1.00004655   +0 42 55.4
 GR1604;SPC AZ W     -   572,494.338   157,484.189   MT  0.99997179   -0 21 59.2
 GR1604;SPC AZ W     - 1,878,262.26    516,680.41   iFT  0.99997179   -0 21 59.2
 GR1604;UTM  11      - 4,004,929.471   736,489.453   MT  1.00028916   +1 33 07.0
 GR1604
 GR1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1604!SPC NV E     -   0.99994696  x   1.00004655  =   0.99999350
 GR1604!SPC AZ W     -   0.99994696  x   0.99997179  =   0.99991875
 GR1604!UTM  11      -   0.99994696  x   1.00028916  =   1.00023610
 GR1604
 GR1604:                Primary Azimuth Mark                     Grid Az
 GR1604:SPC NV E     -  A 29                                     190 32 13.8
 GR1604:SPC AZ W     -  A 29                                     191 37 08.4
 GR1604:UTM  11      -  A 29                                     189 42 02.2
 GR1604
 GR1604|---------------------------------------------------------------------|
 GR1604| PID    Reference Object                     Distance      Geod. Az  |
 GR1604|                                                           dddmmss.s |
 GR1604| GR1514 A 29                                APPROX. 3.5 KM 1911509.2 |
 GR1604|---------------------------------------------------------------------|
 GR1604
 GR1604                          SUPERSEDED SURVEY CONTROL
 GR1604
 GR1604  NAD 83(1994)-  36 09 37.03162(N)    114 22 15.64301(W) AD(       ) 3
 GR1604  NAD 83(1992)-  36 09 37.03152(N)    114 22 15.64301(W) AD(       ) 3
 GR1604  NAD 83(1986)-  36 09 37.01939(N)    114 22 15.63674(W) AD(       ) 3
 GR1604  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1604
 GR1604.Superseded values are not recommended for survey control.
 GR1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1604.See file dsdata.txt to determine how the superseded data were derived.
 GR1604
 GR1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3648904929(NAD 83)
 GR1604_MARKER: DS = TRIANGULATION STATION DISK
 GR1604_SETTING: 80 = SET IN A BOULDER
 GR1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1604+STABILITY: SURFACE MOTION
 GR1604
 GR1604  HISTORY     - Date     Condition        Report By
 GR1604  HISTORY     - 1948     MONUMENTED       USGS
 GR1604
 GR1604                          STATION DESCRIPTION
 GR1604
 GR1604'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1604'LOCATED ABOUT 2 MI N. OF N.P.S. LIGHT BASE ON EAST POINT.  ABOUT
 GR1604'10 FT. NE. OF HIGH WATER MARK AT SOUTHWEST END OF LOW, BROAD
 GR1604'RIDGE, ABOUT EVEN WITH HIGH WATER MARK.
 GR1604'
 GR1604'TO REACH NOT GIVEN.
 GR1604'
 GR1604'STATION MARK--STANDARD TABLET STAMPED---N105 1948---, CEMENTED IN
 GR1604'TOP OF BOULDER SET IN PLACE.
 GR1604'
 GR1604'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0487 ***********************************************************************
 LR0487  DESIGNATION -  N 105 RM 1
 LR0487  PID         -  LR0487
 LR0487  STATE/COUNTY-  NV/PERSHING
 LR0487  USGS QUAD   -  LOGAN PEAK (1990)
 LR0487
 LR0487                         *CURRENT SURVEY CONTROL
 LR0487  ___________________________________________________________________
 LR0487* NAD 83(1986)-  40 07 00.     (N)    117 58 11.     (W)     SCALED    
 LR0487* NAVD 88     -      1253.531  (meters)    4112.63   (feet)  ADJUSTED  
 LR0487  ___________________________________________________________________
 LR0487  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 LR0487  DYNAMIC HT  -        1252.503 (meters)    4109.25  (feet)  COMP
 LR0487  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 LR0487
 LR0487  VERT ORDER  -  SECOND    CLASS 0
 LR0487
 LR0487.The horizontal coordinates were scaled from a topographic map and have
 LR0487.an estimated accuracy of +/- 6 seconds.
 LR0487
 LR0487.The orthometric height was determined by differential leveling
 LR0487.and adjusted by the National Geodetic Survey in June 1991..
 LR0487
 LR0487.The geoid height was determined by GEOID03.
 LR0487
 LR0487.The dynamic height is computed by dividing the NAVD 88
 LR0487.geopotential number by the normal gravity value computed on the
 LR0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0487.degrees latitude (g = 980.6199 gals.).
 LR0487
 LR0487.The modeled gravity was interpolated from observed gravity values.
 LR0487
 LR0487;                    North         East    Units  Estimated Accuracy
 LR0487;SPC NV W     - 4,595,750.      852,300.      MT  (+/- 180 meters Scaled)
 LR0487
 LR0487                          SUPERSEDED SURVEY CONTROL
 LR0487
 LR0487  NGVD 29 (??/??/92) 1252.535  (m)         4109.36   (f) ADJ UNCH    2 0
 LR0487
 LR0487.Superseded values are not recommended for survey control.
 LR0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0487.See file dsdata.txt to determine how the superseded data were derived.
 LR0487
 LR0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME173411(NAD 83)
 LR0487_MARKER: DB = BENCH MARK DISK
 LR0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0487_STAMPING: B.M. N 105 NO 1 1958
 LR0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0487+STABILITY: SURFACE MOTION
 LR0487
 LR0487  HISTORY     - Date     Condition        Report By
 LR0487  HISTORY     - 1958     MONUMENTED       CGS
 LR0487
 LR0487                          STATION DESCRIPTION
 LR0487
 LR0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0487'21.8 MI SW FROM PARIS RANCH.
 LR0487'2.25 MILES SOUTH ALONG A DIRT ROAD FROM PARIS RANCH, THENCE 19.55
 LR0487'MILES WEST AND SOUTHWEST ALONG A GRAVEL ROAD.  ON TOP OF A SLIGHT
 LR0487'RISE, 34 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 71.50 FEET
 LR0487'SOUTHEAST AND ACROSS THE ROAD FROM BENCH MARK N 105, LEVEL WITH THE
 LR0487'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0485 ***********************************************************************
 LR0485  DESIGNATION -  N 105 RM 2
 LR0485  PID         -  LR0485
 LR0485  STATE/COUNTY-  NV/PERSHING
 LR0485  USGS QUAD   -  LOGAN PEAK (1990)
 LR0485
 LR0485                         *CURRENT SURVEY CONTROL
 LR0485  ___________________________________________________________________
 LR0485* NAD 83(1986)-  40 06 53.     (N)    117 58 15.     (W)     SCALED    
 LR0485* NAVD 88     -      1253.245  (meters)    4111.69   (feet)  ADJUSTED  
 LR0485  ___________________________________________________________________
 LR0485  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 LR0485  DYNAMIC HT  -        1252.218 (meters)    4108.32  (feet)  COMP
 LR0485  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 LR0485
 LR0485  VERT ORDER  -  SECOND    CLASS 0
 LR0485
 LR0485.The horizontal coordinates were scaled from a topographic map and have
 LR0485.an estimated accuracy of +/- 6 seconds.
 LR0485
 LR0485.The orthometric height was determined by differential leveling
 LR0485.and adjusted by the National Geodetic Survey in June 1991..
 LR0485
 LR0485.The geoid height was determined by GEOID03.
 LR0485
 LR0485.The dynamic height is computed by dividing the NAVD 88
 LR0485.geopotential number by the normal gravity value computed on the
 LR0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0485.degrees latitude (g = 980.6199 gals.).
 LR0485
 LR0485.The modeled gravity was interpolated from observed gravity values.
 LR0485
 LR0485;                    North         East    Units  Estimated Accuracy
 LR0485;SPC NV W     - 4,595,530.      852,210.      MT  (+/- 180 meters Scaled)
 LR0485
 LR0485                          SUPERSEDED SURVEY CONTROL
 LR0485
 LR0485  NGVD 29 (??/??/92) 1252.250  (m)         4108.42   (f) ADJ UNCH    2 0
 LR0485
 LR0485.Superseded values are not recommended for survey control.
 LR0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0485.See file dsdata.txt to determine how the superseded data were derived.
 LR0485
 LR0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME172409(NAD 83)
 LR0485_MARKER: DB = BENCH MARK DISK
 LR0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0485_STAMPING: B.M. N 105 NO 2 1958
 LR0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0485+STABILITY: SURFACE MOTION
 LR0485
 LR0485  HISTORY     - Date     Condition        Report By
 LR0485  HISTORY     - 1958     MONUMENTED       CGS
 LR0485
 LR0485                          STATION DESCRIPTION
 LR0485
 LR0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0485'21.8 MI SW FROM PARIS RANCH.
 LR0485'2.25 MILES SOUTH ALONG A DIRT ROAD FROM PARIS RANCH, THENCE 19.55
 LR0485'MILES WEST AND SOUTHWEST ALONG A GRAVEL ROAD.  ON TOP OF A SLIGHT
 LR0485'RISE, 39 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 73.85 FEET
 LR0485'SOUTHWEST OF BENCH MARK N 105, ABOUT LEVEL WITH THE ROAD, AND SET IN
 LR0485'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0438 ***********************************************************************
 LR0438  DESIGNATION -  N 106
 LR0438  PID         -  LR0438
 LR0438  STATE/COUNTY-  NV/LANDER
 LR0438  USGS QUAD   -  MC COY NE (1990)
 LR0438
 LR0438                         *CURRENT SURVEY CONTROL
 LR0438  ___________________________________________________________________
 LR0438* NAD 83(1986)-  40 27 59.     (N)    117 00 57.     (W)     SCALED    
 LR0438* NAVD 88     -      1417.316  (meters)    4649.98   (feet)  ADJUSTED  
 LR0438  ___________________________________________________________________
 LR0438  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 LR0438  DYNAMIC HT  -        1416.125 (meters)    4646.07  (feet)  COMP
 LR0438  MODELED GRAV-     979,735.4   (mgal)                       NAVD 88
 LR0438
 LR0438  VERT ORDER  -  SECOND    CLASS 0
 LR0438
 LR0438.The horizontal coordinates were scaled from a topographic map and have
 LR0438.an estimated accuracy of +/- 6 seconds.
 LR0438
 LR0438.The orthometric height was determined by differential leveling
 LR0438.and adjusted by the National Geodetic Survey in June 1991..
 LR0438
 LR0438.The geoid height was determined by GEOID03.
 LR0438
 LR0438.The dynamic height is computed by dividing the NAVD 88
 LR0438.geopotential number by the normal gravity value computed on the
 LR0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0438.degrees latitude (g = 980.6199 gals.).
 LR0438
 LR0438.The modeled gravity was interpolated from observed gravity values.
 LR0438
 LR0438;                    North         East    Units  Estimated Accuracy
 LR0438;SPC NV C     - 6,634,450.      470,390.      MT  (+/- 180 meters Scaled)
 LR0438
 LR0438                          SUPERSEDED SURVEY CONTROL
 LR0438
 LR0438  NGVD 29 (??/??/92) 1416.223  (m)         4646.39   (f) ADJ UNCH    2 0
 LR0438
 LR0438.Superseded values are not recommended for survey control.
 LR0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0438.See file dsdata.txt to determine how the superseded data were derived.
 LR0438
 LR0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME986795(NAD 83)
 LR0438_MARKER: DB = BENCH MARK DISK
 LR0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0438_STAMPING: N 106 1958
 LR0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0438+STABILITY: SURFACE MOTION
 LR0438
 LR0438  HISTORY     - Date     Condition        Report By
 LR0438  HISTORY     - 1958     MONUMENTED       CGS
 LR0438  HISTORY     - 1971     GOOD             NGS
 LR0438
 LR0438                          STATION DESCRIPTION
 LR0438
 LR0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0438'18.0 MI S FROM BATTLE MOUNTAIN.
 LR0438'15.5 MILES SOUTHWEST ALONG STATE HIGHWAY 8-A FROM THE T JUNCTION OF
 LR0438'U.S. HIGHWAY 40 AT BATTLE MOUNTAIN, THENCE 2.5 MILES EAST ALONG A DIRT
 LR0438'ROAD, 53 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF THE ABANDONED
 LR0438'NEVADA CENTRAL RAILROAD GRADE, IN LINE WITH A ROW OF TELEPHONE POLES,
 LR0438'49 FEET WEST OF THE CENTER LINE OF THE RAILROAD GRADE, 37 FEET
 LR0438'NORTH-NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD MEASURED FROM THE
 LR0438'APPROXIMATE CENTER OF THE CROSSING OF A TRACK ROAD LEADING
 LR0438'NORTH-SOUTH, 19 FEET WEST OF THE CENTER LINE OF THE TRACK ROAD LEADING
 LR0438'NORTH ALONG THE WEST SIDE OF THE GRADE, 6 FEET SOUTH OF TELEPHONE POLE
 LR0438'314, 2.2 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND
 LR0438'SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE
 LR0438'GROUND.
 LR0438
 LR0438                          STATION RECOVERY (1971)
 LR0438
 LR0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LR0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1605 ***********************************************************************
 GR1605  DESIGNATION -  N 106
 GR1605  PID         -  GR1605
 GR1605  STATE/COUNTY-  NV/CLARK
 GR1605  USGS QUAD   -  GARRETT BUTTE (1984)
 GR1605
 GR1605                         *CURRENT SURVEY CONTROL
 GR1605  ___________________________________________________________________
 GR1605* NAD 83(1994)-  36 08 48.33482(N)    114 21 18.45897(W)     ADJUSTED  
 GR1605* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1605  ___________________________________________________________________
 GR1605  LAPLACE CORR-           7.04  (seconds)                    DEFLEC99
 GR1605  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 GR1605
 GR1605  HORZ ORDER  -  THIRD
 GR1605
 GR1605.The horizontal coordinates were established by classical geodetic methods
 GR1605.and adjusted by the National Geodetic Survey in June 1998..
 GR1605
 GR1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1605
 GR1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1605
 GR1605.The geoid height was determined by GEOID03.
 GR1605
 GR1605;                    North         East     Units Scale Factor Converg.
 GR1605;SPC NV E     - 8,155,652.171   310,525.568   MT  1.00005047   +0 43 28.3
 GR1605;SPC NV E     -26,757,335.50  1,018,782.63   sFT  1.00005047   +0 43 28.3
 GR1605;SPC AZ W     -   570,984.423   158,904.064   MT  0.99996986   -0 21 25.0
 GR1605;SPC AZ W     - 1,873,308.47    521,338.79   iFT  0.99996986   -0 21 25.0
 GR1605;UTM  11      - 4,003,467.455   737,959.545   MT  1.00029775   +1 33 39.0
 GR1605
 GR1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1605!SPC NV E     -   0.99994695  x   1.00005047  =   0.99999742
 GR1605!SPC AZ W     -   0.99994695  x   0.99996986  =   0.99991681
 GR1605!UTM  11      -   0.99994695  x   1.00029775  =   1.00024469
 GR1605
 GR1605:                Primary Azimuth Mark                     Grid Az
 GR1605:SPC NV E     -  A 29                                     226 34 45.4
 GR1605:SPC AZ W     -  A 29                                     227 39 38.7
 GR1605:UTM  11      -  A 29                                     225 44 34.7
 GR1605
 GR1605|---------------------------------------------------------------------|
 GR1605| PID    Reference Object                     Distance      Geod. Az  |
 GR1605|                                                           dddmmss.s |
 GR1605| GR1514 A 29                                APPROX. 2.9 KM 2271813.7 |
 GR1605|---------------------------------------------------------------------|
 GR1605
 GR1605                          SUPERSEDED SURVEY CONTROL
 GR1605
 GR1605  NAD 83(1994)-  36 08 48.33490(N)    114 21 18.45889(W) AD(       ) 3
 GR1605  NAD 83(1992)-  36 08 48.33482(N)    114 21 18.45897(W) AD(       ) 3
 GR1605  NAD 83(1986)-  36 08 48.32298(N)    114 21 18.45307(W) AD(       ) 3
 GR1605  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1605
 GR1605.Superseded values are not recommended for survey control.
 GR1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1605.See file dsdata.txt to determine how the superseded data were derived.
 GR1605
 GR1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3796003467(NAD 83)
 GR1605_MARKER: DS = TRIANGULATION STATION DISK
 GR1605_SETTING: 80 = SET IN A BOULDER
 GR1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1605+STABILITY: SURFACE MOTION
 GR1605
 GR1605  HISTORY     - Date     Condition        Report By
 GR1605  HISTORY     - 1948     MONUMENTED       USGS
 GR1605
 GR1605                          STATION DESCRIPTION
 GR1605
 GR1605'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1605'LOCATED ABOUT 1.7 MI NE. OF N.P.S. LIGHT BASE ON EAST POINT.
 GR1605'ABOUT 200 FT. NE. OF HIGH WATER MARK AT SOUTHWEST END OF RIDGE,
 GR1605'ABOUT 15 FT. ABOVE HIGH WATER MARK.
 GR1605'
 GR1605'TO REACH NOT GIVEN.
 GR1605'
 GR1605'STATION MARK--STANDARD TABLET STAMPED---N106 1948---, CEMENTED IN
 GR1605'TOP OF BOULDER IN PLACE.
 GR1605'
 GR1605'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0398 ***********************************************************************
 LR0398  DESIGNATION -  N 107
 LR0398  PID         -  LR0398
 LR0398  STATE/COUNTY-  NV/PERSHING
 LR0398  USGS QUAD   -  CHERRY CREEK SE (1981)
 LR0398
 LR0398                         *CURRENT SURVEY CONTROL
 LR0398  ___________________________________________________________________
 LR0398* NAD 83(1986)-  40 30 57.     (N)    117 19 57.     (W)     SCALED    
 LR0398* NAVD 88     -      1437.068  (meters)    4714.78   (feet)  ADJUSTED  
 LR0398  ___________________________________________________________________
 LR0398  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 LR0398  DYNAMIC HT  -        1435.871 (meters)    4710.85  (feet)  COMP
 LR0398  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 LR0398
 LR0398  VERT ORDER  -  SECOND    CLASS 0
 LR0398
 LR0398.The horizontal coordinates were scaled from a topographic map and have
 LR0398.an estimated accuracy of +/- 6 seconds.
 LR0398
 LR0398.The orthometric height was determined by differential leveling
 LR0398.and adjusted by the National Geodetic Survey in June 1991..
 LR0398
 LR0398.The geoid height was determined by GEOID03.
 LR0398
 LR0398.The dynamic height is computed by dividing the NAVD 88
 LR0398.geopotential number by the normal gravity value computed on the
 LR0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0398.degrees latitude (g = 980.6199 gals.).
 LR0398
 LR0398.The modeled gravity was interpolated from observed gravity values.
 LR0398
 LR0398;                    North         East    Units  Estimated Accuracy
 LR0398;SPC NV W     - 4,640,640.      906,000.      MT  (+/- 180 meters Scaled)
 LR0398
 LR0398                          SUPERSEDED SURVEY CONTROL
 LR0398
 LR0398  NGVD 29 (??/??/92) 1435.980  (m)         4711.21   (f) ADJ UNCH    2 0
 LR0398
 LR0398.Superseded values are not recommended for survey control.
 LR0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0398.See file dsdata.txt to determine how the superseded data were derived.
 LR0398
 LR0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME718850(NAD 83)
 LR0398_MARKER: DB = BENCH MARK DISK
 LR0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0398_STAMPING: N 107 1958
 LR0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0398+STABILITY: SURFACE MOTION
 LR0398
 LR0398  HISTORY     - Date     Condition        Report By
 LR0398  HISTORY     - 1958     MONUMENTED       CGS
 LR0398
 LR0398                          STATION DESCRIPTION
 LR0398
 LR0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0398'15.1 MI SE FROM SMELSER PASS.
 LR0398'5.0 MILES EAST ALONG A DIRT ROAD FROM SMELSER PASS, THENCE 2.0 MILES
 LR0398'SOUTH ALONG A DIRT ROAD, THENCE 6.9 MILES SOUTH ALONG A DIRT ROAD,
 LR0398'THENCE 1.2 MILES EAST ALONG A DIRT ROAD, 23 FEET NORTH OF THE CENTER
 LR0398'LINE OF THE ROAD, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 LR0398'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LR0398'1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1606 ***********************************************************************
 GR1606  DESIGNATION -  N 107
 GR1606  PID         -  GR1606
 GR1606  STATE/COUNTY-  NV/CLARK
 GR1606  USGS QUAD   -  GARRETT BUTTE (1984)
 GR1606
 GR1606                         *CURRENT SURVEY CONTROL
 GR1606  ___________________________________________________________________
 GR1606* NAD 83(1994)-  36 07 59.57201(N)    114 20 22.82381(W)     ADJUSTED  
 GR1606* NAVD 88     -       368.6    (meters)    1209.     (feet)  VERTCON   
 GR1606  ___________________________________________________________________
 GR1606  LAPLACE CORR-           7.24  (seconds)                    DEFLEC99
 GR1606  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 GR1606
 GR1606  HORZ ORDER  -  THIRD
 GR1606
 GR1606.The horizontal coordinates were established by classical geodetic methods
 GR1606.and adjusted by the National Geodetic Survey in June 1998..
 GR1606
 GR1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1606
 GR1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1606
 GR1606.The geoid height was determined by GEOID03.
 GR1606
 GR1606;                    North         East     Units Scale Factor Converg.
 GR1606;SPC NV E     - 8,154,166.911   311,935.594   MT  1.00005434   +0 44 00.3
 GR1606;SPC NV E     -26,752,462.61  1,023,408.69   sFT  1.00005434   +0 44 00.3
 GR1606;SPC AZ W     -   569,472.945   160,285.694   MT  0.99996803   -0 20 51.8
 GR1606;SPC AZ W     - 1,868,349.56    525,871.70   iFT  0.99996803   -0 20 51.8
 GR1606;UTM  11      - 4,002,002.565   739,391.452   MT  1.00030618   +1 34 10.0
 GR1606
 GR1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1606!SPC NV E     -   0.99994648  x   1.00005434  =   1.00000081
 GR1606!SPC AZ W     -   0.99994648  x   0.99996803  =   0.99991451
 GR1606!UTM  11      -   0.99994648  x   1.00030618  =   1.00025264
 GR1606
 GR1606:                Primary Azimuth Mark                     Grid Az
 GR1606:SPC NV E     -  A 30                                     200 13 43.0
 GR1606:SPC AZ W     -  A 30                                     201 18 35.1
 GR1606:UTM  11      -  A 30                                     199 23 33.3
 GR1606
 GR1606|---------------------------------------------------------------------|
 GR1606| PID    Reference Object                     Distance      Geod. Az  |
 GR1606|                                                           dddmmss.s |
 GR1606| GR1518 A 30                                APPROX. 2.8 KM 2005743.3 |
 GR1606|---------------------------------------------------------------------|
 GR1606
 GR1606                          SUPERSEDED SURVEY CONTROL
 GR1606
 GR1606  NAD 83(1994)-  36 07 59.57205(N)    114 20 22.82369(W) AD(       ) 3
 GR1606  NAD 83(1992)-  36 07 59.57201(N)    114 20 22.82381(W) AD(       ) 3
 GR1606  NAD 83(1986)-  36 07 59.56052(N)    114 20 22.81827(W) AD(       ) 3
 GR1606  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1606
 GR1606.Superseded values are not recommended for survey control.
 GR1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1606.See file dsdata.txt to determine how the superseded data were derived.
 GR1606
 GR1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3939102003(NAD 83)
 GR1606_MARKER: DS = TRIANGULATION STATION DISK
 GR1606_SETTING: 80 = SET IN A BOULDER
 GR1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1606+STABILITY: SURFACE MOTION
 GR1606
 GR1606  HISTORY     - Date     Condition        Report By
 GR1606  HISTORY     - 1948     MONUMENTED       USGS
 GR1606
 GR1606                          STATION DESCRIPTION
 GR1606
 GR1606'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1606'LOCATED ABOUT 2.2 MI E. OF N.P.S. LIGHT BASE ON EAST POINT.  ABOUT
 GR1606'170 FT. NE. OF HIGH WATER MARK AT SOUTHWEST END OF PROMINENT
 GR1606'RIDGE, ABOUT 7 FT. ABOVE HIGH WATER MARK.
 GR1606'
 GR1606'TO REACH NOT GIVEN.
 GR1606'
 GR1606'STATION MARK--STANDARD TABLET STAMPED---N107 1948---, CEMENTED IN
 GR1606'TOP OF BOULDER SET IN PLACE.
 GR1606'
 GR1606'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0051 ***********************************************************************
 MT0051  DESIGNATION -  N 108
 MT0051  PID         -  MT0051
 MT0051  STATE/COUNTY-  NV/ELKO
 MT0051  USGS QUAD   -  MUSTANG DRAW (1989)
 MT0051
 MT0051                         *CURRENT SURVEY CONTROL
 MT0051  ___________________________________________________________________
 MT0051* NAD 83(1986)-  41 49 11.     (N)    114 18 46.     (W)     SCALED    
 MT0051* NAVD 88     -      1749.518  (meters)    5739.88   (feet)  ADJUSTED  
 MT0051  ___________________________________________________________________
 MT0051  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 MT0051  DYNAMIC HT  -        1748.201 (meters)    5735.56  (feet)  COMP
 MT0051  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 MT0051
 MT0051  VERT ORDER  -  SECOND    CLASS 0
 MT0051
 MT0051.The horizontal coordinates were scaled from a topographic map and have
 MT0051.an estimated accuracy of +/- 6 seconds.
 MT0051
 MT0051.The orthometric height was determined by differential leveling
 MT0051.and adjusted by the National Geodetic Survey in June 1991..
 MT0051
 MT0051.The geoid height was determined by GEOID03.
 MT0051
 MT0051.The dynamic height is computed by dividing the NAVD 88
 MT0051.geopotential number by the normal gravity value computed on the
 MT0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0051.degrees latitude (g = 980.6199 gals.).
 MT0051
 MT0051.The modeled gravity was interpolated from observed gravity values.
 MT0051
 MT0051;                    North         East    Units  Estimated Accuracy
 MT0051;SPC NV E     - 8,785,460.      305,550.      MT  (+/- 180 meters Scaled)
 MT0051
 MT0051                          SUPERSEDED SURVEY CONTROL
 MT0051
 MT0051  NGVD 29 (??/??/92) 1748.366  (m)         5736.10   (f) ADJ UNCH    2 0
 MT0051
 MT0051.Superseded values are not recommended for survey control.
 MT0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0051.See file dsdata.txt to determine how the superseded data were derived.
 MT0051
 MT0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG231332(NAD 83)
 MT0051_MARKER: DB = BENCH MARK DISK
 MT0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0051_STAMPING: N 108 1958
 MT0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0051+STABILITY: SURFACE MOTION
 MT0051
 MT0051  HISTORY     - Date     Condition        Report By
 MT0051  HISTORY     - 1958     MONUMENTED       CGS
 MT0051
 MT0051                          STATION DESCRIPTION
 MT0051
 MT0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0051'35.0 MI E FROM SAN JACINTO.
 MT0051'31.9 MILES EAST ALONG A GRAVEL ROAD FROM THE OREGON SHORT LINE
 MT0051'RAILROAD AT SAN JACINTO, THENCE 3.1 MILES SOUTH ALONG A DIRT ROAD,
 MT0051'0.05 MILE SOUTHEAST OF THE CENTER OF THE CROSSING OF A WASH, AT THE
 MT0051'SOUTH END OF AN S CURVE, 303 FEET SOUTHEAST OF THE CENTER OF THE Y
 MT0051'JUNCTION OF A DIM TRACK ROAD EAST, 25 FEET EAST OF THE CENTER LINE OF
 MT0051'THE ROAD, 2.5 FEET WEST OF A WITNESS POST, 1 FOOT LOWER THAN THE ROAD,
 MT0051'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MT0051'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1607 ***********************************************************************
 GR1607  DESIGNATION -  N 108
 GR1607  PID         -  GR1607
 GR1607  STATE/COUNTY-  NV/CLARK
 GR1607  USGS QUAD   -  THE TEMPLE (1983)
 GR1607
 GR1607                         *CURRENT SURVEY CONTROL
 GR1607  ___________________________________________________________________
 GR1607* NAD 83(1994)-  36 07 05.71032(N)    114 19 39.68822(W)     ADJUSTED  
 GR1607* NAVD 88     -       363.6    (meters)    1193.     (feet)  VERTCON   
 GR1607  ___________________________________________________________________
 GR1607  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 GR1607  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 GR1607
 GR1607  HORZ ORDER  -  THIRD
 GR1607
 GR1607.The horizontal coordinates were established by classical geodetic methods
 GR1607.and adjusted by the National Geodetic Survey in June 1998..
 GR1607
 GR1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1607
 GR1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1607
 GR1607.The geoid height was determined by GEOID03.
 GR1607
 GR1607;                    North         East     Units Scale Factor Converg.
 GR1607;SPC NV E     - 8,152,520.670   313,035.548   MT  1.00005738   +0 44 24.8
 GR1607;SPC NV E     -26,747,061.56  1,027,017.46   sFT  1.00005738   +0 44 24.8
 GR1607;SPC AZ W     -   567,806.395   161,354.302   MT  0.99996665   -0 20 25.9
 GR1607;SPC AZ W     - 1,862,881.87    529,377.63   iFT  0.99996665   -0 20 25.9
 GR1607;UTM  11      - 4,000,372.132   740,515.591   MT  1.00031283   +1 34 33.4
 GR1607
 GR1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1607!SPC NV E     -   0.99994726  x   1.00005738  =   1.00000464
 GR1607!SPC AZ W     -   0.99994726  x   0.99996665  =   0.99991391
 GR1607!UTM  11      -   0.99994726  x   1.00031283  =   1.00026008
 GR1607
 GR1607:                Primary Azimuth Mark                     Grid Az
 GR1607:SPC NV E     -  A 34                                     179 35 15.5
 GR1607:SPC AZ W     -  A 34                                     180 40 06.2
 GR1607:UTM  11      -  A 34                                     178 45 06.9
 GR1607
 GR1607|---------------------------------------------------------------------|
 GR1607| PID    Reference Object                     Distance      Geod. Az  |
 GR1607|                                                           dddmmss.s |
 GR1607| GR1522 A 34                                APPROX. 3.8 KM 1801940.3 |
 GR1607|---------------------------------------------------------------------|
 GR1607
 GR1607                          SUPERSEDED SURVEY CONTROL
 GR1607
 GR1607  NAD 83(1994)-  36 07 05.71025(N)    114 19 39.68804(W) AD(       ) 3
 GR1607  NAD 83(1992)-  36 07 05.71032(N)    114 19 39.68823(W) AD(       ) 3
 GR1607  NAD 83(1986)-  36 07 05.69921(N)    114 19 39.68293(W) AD(       ) 3
 GR1607  NGVD 29 (06/27/88)  363.0    (m)         1191.     (f) VERT ANG       
 GR1607
 GR1607.Superseded values are not recommended for survey control.
 GR1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1607.See file dsdata.txt to determine how the superseded data were derived.
 GR1607
 GR1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA4051600372(NAD 83)
 GR1607_MARKER: DS = TRIANGULATION STATION DISK
 GR1607_SETTING: 66 = SET IN ROCK OUTCROP
 GR1607_SP_SET: SET IN ROCK OUTCROP
 GR1607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1607+STABILITY: POSITION/ELEVATION WELL
 GR1607
 GR1607  HISTORY     - Date     Condition        Report By
 GR1607  HISTORY     - 1948     MONUMENTED       USGS
 GR1607
 GR1607                          STATION DESCRIPTION
 GR1607
 GR1607'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1607'LOCATED ABOUT 3.1 MI SE. OF N.P.S. LIGHT BASE ON EAST POINT.
 GR1607'ABOUT 125 FT. W. OF HIGH WATER MARK AT WEST END OF LOW, FLAT
 GR1607'RIDGE, ABOUT 10 FT. BELOW HIGH WATER MARK.
 GR1607'
 GR1607'TO REACH NOT GIVEN.
 GR1607'
 GR1607'STATION MARK--STANDARD TABLET STAMPED---N108 1948---, CEMENTED IN
 GR1607'ROCK OUTCROP.
 GR1607'
 GR1607'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1608 ***********************************************************************
 GR1608  DESIGNATION -  N 109
 GR1608  PID         -  GR1608
 GR1608  STATE/COUNTY-  NV/CLARK
 GR1608  USGS QUAD   -  THE TEMPLE (1983)
 GR1608
 GR1608                         *CURRENT SURVEY CONTROL
 GR1608  ___________________________________________________________________
 GR1608* NAD 83(1994)-  36 06 44.98264(N)    114 18 42.27276(W)     ADJUSTED  
 GR1608* NAVD 88     -       368.6    (meters)    1209.     (feet)  VERTCON   
 GR1608  ___________________________________________________________________
 GR1608  LAPLACE CORR-           6.86  (seconds)                    DEFLEC99
 GR1608  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 GR1608
 GR1608  HORZ ORDER  -  THIRD
 GR1608
 GR1608.The horizontal coordinates were established by classical geodetic methods
 GR1608.and adjusted by the National Geodetic Survey in June 1998..
 GR1608
 GR1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1608
 GR1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1608
 GR1608.The geoid height was determined by GEOID03.
 GR1608
 GR1608;                    North         East     Units Scale Factor Converg.
 GR1608;SPC NV E     - 8,151,900.475   314,479.718   MT  1.00006143   +0 44 58.3
 GR1608;SPC NV E     -26,745,026.81  1,031,755.54   sFT  1.00006143   +0 44 58.3
 GR1608;SPC AZ W     -   567,159.132   162,786.384   MT  0.99996484   -0 19 51.9
 GR1608;SPC AZ W     - 1,860,758.31    534,076.06   iFT  0.99996484   -0 19 51.9
 GR1608;UTM  11      - 3,999,772.911   741,969.027   MT  1.00032147   +1 35 06.6
 GR1608
 GR1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1608!SPC NV E     -   0.99994647  x   1.00006143  =   1.00000790
 GR1608!SPC AZ W     -   0.99994647  x   0.99996484  =   0.99991131
 GR1608!UTM  11      -   0.99994647  x   1.00032147  =   1.00026793
 GR1608
 GR1608                          SUPERSEDED SURVEY CONTROL
 GR1608
 GR1608  NAD 83(1994)-  36 06 44.98235(N)    114 18 42.27236(W) AD(       ) 3
 GR1608  NAD 83(1992)-  36 06 44.98264(N)    114 18 42.27277(W) AD(       ) 3
 GR1608  NAD 83(1986)-  36 06 44.97177(N)    114 18 42.26799(W) AD(       ) 3
 GR1608  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1608
 GR1608.Superseded values are not recommended for survey control.
 GR1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1608.See file dsdata.txt to determine how the superseded data were derived.
 GR1608
 GR1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4196999773(NAD 83)
 GR1608_MARKER: DS = TRIANGULATION STATION DISK
 GR1608_SETTING: 80 = SET IN A BOULDER
 GR1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1608+STABILITY: SURFACE MOTION
 GR1608
 GR1608  HISTORY     - Date     Condition        Report By
 GR1608  HISTORY     - 1948     MONUMENTED       USGS
 GR1608
 GR1608                          STATION DESCRIPTION
 GR1608
 GR1608'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1608'NOT OCCUPIED.
 GR1608'
 GR1608'LOCATED ABOUT 4 MI SE. OF N.P.S. LIGHT BASE ON EAST POINT.  ABOUT
 GR1608'60 FT. NE. OF HIGH WATER MARK AT BROAD, FLAT, SOUTHWEST END OF
 GR1608'PROMINENT RIDGE, ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GR1608'
 GR1608'STATION MARK--STANDARD TABLET STAMPED---N109 1948---, CEMENTED IN
 GR1608'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0138 ***********************************************************************
 FS0138  DESIGNATION -  N 109 RESET
 FS0138  PID         -  FS0138
 FS0138  STATE/COUNTY-  NV/CLARK
 FS0138  USGS QUAD   -  KEYHOLE CANYON (1984)
 FS0138
 FS0138                         *CURRENT SURVEY CONTROL
 FS0138  ___________________________________________________________________
 FS0138* NAD 83(1986)-  35 38 58.     (N)    114 56 45.     (W)     SCALED    
 FS0138* NAVD 88     -       867.480  (meters)    2846.06   (feet)  POSTED    
 FS0138  ___________________________________________________________________
 FS0138  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FS0138  DYNAMIC HT  -         866.520 (meters)    2842.91  (feet)  COMP
 FS0138  MODELED GRAV-     979,495.0   (mgal)                       NAVD 88
 FS0138
 FS0138  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0138
 FS0138.The horizontal coordinates were scaled from a topographic map and have
 FS0138.an estimated accuracy of +/- 6 seconds.
 FS0138
 FS0138.The orthometric height was determined by differential leveling
 FS0138.and adjusted by the National Geodetic Survey in 1992..
 FS0138.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0138.rate of 0.0 thru 1.0 mm/km.
 FS0138
 FS0138.The geoid height was determined by GEOID03.
 FS0138
 FS0138.The dynamic height is computed by dividing the NAVD 88
 FS0138.geopotential number by the normal gravity value computed on the
 FS0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0138.degrees latitude (g = 980.6199 gals.).
 FS0138
 FS0138.The modeled gravity was interpolated from observed gravity values.
 FS0138
 FS0138;                    North         East    Units  Estimated Accuracy
 FS0138;SPC NV E     - 8,099,970.      257,730.      MT  (+/- 180 meters Scaled)
 FS0138
 FS0138                          SUPERSEDED SURVEY CONTROL
 FS0138
 FS0138  NGVD 29 (??/??/92)  866.698  (m)         2843.49   (f) ADJ UNCH    1 1
 FS0138
 FS0138.Superseded values are not recommended for survey control.
 FS0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0138.See file dsdata.txt to determine how the superseded data were derived.
 FS0138
 FS0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV859470(NAD 83)
 FS0138_MARKER: DB = BENCH MARK DISK
 FS0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0138_STAMPING: N 109 RESET 1940
 FS0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0138+STABILITY: SURFACE MOTION
 FS0138
 FS0138  HISTORY     - Date     Condition        Report By
 FS0138  HISTORY     - 1940     MONUMENTED       CGS
 FS0138  HISTORY     - 1949     GOOD             NGS
 FS0138  HISTORY     - 1963     GOOD             NGS
 FS0138
 FS0138                          STATION DESCRIPTION
 FS0138
 FS0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0138'14.4 MI N FROM SEARCHLIGHT.
 FS0138'14.4 MILES NORTH ALONG OLD STATE HIGHWAY 5 FROM THE POST OFFICE
 FS0138'AT SEARCHLIGHT, ABOUT 300 YARDS EAST OF THE CENTER LINE OF U.S.
 FS0138'HIGHWAY 95, 51 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A WASH,
 FS0138'35 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 15 FEET
 FS0138'SOUTHEAST OF A BOULDER, 2.3 FEET SOUTH OF A WITNESS POST, ABOUT
 FS0138'LEVEL WITH THE OLD HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FS0138'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FS0138
 FS0138                          STATION RECOVERY (1963)
 FS0138
 FS0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0206 ***********************************************************************
 JR0206  DESIGNATION -  N 11
 JR0206  PID         -  JR0206
 JR0206  STATE/COUNTY-  NV/MINERAL
 JR0206  USGS QUAD   -  SCHURZ (1988)
 JR0206
 JR0206                         *CURRENT SURVEY CONTROL
 JR0206  ___________________________________________________________________
 JR0206* NAD 83(1986)-  38 57 24.     (N)    118 49 16.     (W)     SCALED    
 JR0206* NAVD 88     -      1260.54   (+/-2cm)    4135.6    (feet)  VERTCON   
 JR0206  ___________________________________________________________________
 JR0206  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 JR0206
 JR0206  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0206
 JR0206.The horizontal coordinates were scaled from a topographic map and have
 JR0206.an estimated accuracy of +/- 6 seconds.
 JR0206
 JR0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0206.The vertical order pertains to the NGVD 29 superseded value.
 JR0206
 JR0206.The geoid height was determined by GEOID03.
 JR0206
 JR0206;                    North         East    Units  Estimated Accuracy
 JR0206;SPC NV W     - 4,466,820.      779,390.      MT  (+/- 180 meters Scaled)
 JR0206
 JR0206                          SUPERSEDED SURVEY CONTROL
 JR0206
 JR0206  NGVD 29 (??/??/92) 1259.46   (m)         4132.1    (f) COMPUTED    1 2
 JR0206
 JR0206.Superseded values are not recommended for survey control.
 JR0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0206.See file dsdata.txt to determine how the superseded data were derived.
 JR0206
 JR0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD422135(NAD 83)
 JR0206_MARKER: DB = BENCH MARK DISK
 JR0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0206_SP_SET: DITCH
 JR0206_STAMPING: N 11 1915 4132.124
 JR0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0206
 JR0206  HISTORY     - Date     Condition        Report By
 JR0206  HISTORY     - 1915     MONUMENTED       CGS
 JR0206  HISTORY     - 1953     GOOD             NGS
 JR0206  HISTORY     - 1985     MARK NOT FOUND   USGS
 JR0206
 JR0206                          STATION DESCRIPTION
 JR0206
 JR0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0206'0.8 MI NW FROM SCHURZ.
 JR0206'0.8 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0206'FROM THE STATION AT SCHURZ, 0.4 MILE SOUTHEAST OF MILEPOLE 353,
 JR0206'8 RAILS NORTHWEST OF THE CENTER OF THE CROSSING OF A GRAVELED
 JR0206'ROAD, 3 1/2 RAILS NORTHWEST OF 18-INCH CORRUGATED METAL PIPE
 JR0206'CULVERT 353.45, AT A CONCRETE HEADGATE IN AN IRRIGATION DITCH,
 JR0206'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHWEST HEAD WALL, 42.8
 JR0206'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 15.2 FEET SOUTHWEST OF A
 JR0206'FENCE, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 JR0206
 JR0206                          STATION RECOVERY (1985)
 JR0206
 JR0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 JR0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1613 ***********************************************************************
 GR1613  DESIGNATION -  N 11
 GR1613  PID         -  GR1613
 GR1613  STATE/COUNTY-  NV/CLARK
 GR1613  USGS QUAD   -  CALLVILLE BAY (1983)
 GR1613
 GR1613                         *CURRENT SURVEY CONTROL
 GR1613  ___________________________________________________________________
 GR1613* NAD 83(1994)-  36 07 56.08764(N)    114 40 48.30669(W)     ADJUSTED  
 GR1613* NAVD 88     -       366.7    (meters)    1203.     (feet)  VERTCON   
 GR1613  ___________________________________________________________________
 GR1613  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 GR1613  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GR1613
 GR1613  HORZ ORDER  -  THIRD
 GR1613
 GR1613.The horizontal coordinates were established by classical geodetic methods
 GR1613.and adjusted by the National Geodetic Survey in June 1998..
 GR1613
 GR1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1613
 GR1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1613
 GR1613.The geoid height was determined by GEOID03.
 GR1613
 GR1613;                    North         East     Units Scale Factor Converg.
 GR1613;SPC NV E     - 8,153,720.986   281,296.899   MT  0.99998141   +0 31 57.5
 GR1613;SPC NV E     -26,750,999.60    922,888.24   sFT  0.99998141   +0 31 57.5
 GR1613;SPC AZ W     -   569,605.181   129,644.776   MT  1.00001965   -0 32 54.4
 GR1613;SPC AZ W     - 1,868,783.40    425,343.75   iFT  1.00001965   -0 32 54.4
 GR1613;UTM  11      - 4,001,109.519   708,756.284   MT  1.00013699   +1 22 06.4
 GR1613
 GR1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1613!SPC NV E     -   0.99994684  x   0.99998141  =   0.99992825
 GR1613!SPC AZ W     -   0.99994684  x   1.00001965  =   0.99996649
 GR1613!UTM  11      -   0.99994684  x   1.00013699  =   1.00008383
 GR1613
 GR1613:                Primary Azimuth Mark                     Grid Az
 GR1613:SPC NV E     -  A 5                                      191 35 10.5
 GR1613:SPC AZ W     -  A 5                                      192 40 02.4
 GR1613:UTM  11      -  A 5                                      190 45 01.6
 GR1613
 GR1613|---------------------------------------------------------------------|
 GR1613| PID    Reference Object                     Distance      Geod. Az  |
 GR1613|                                                           dddmmss.s |
 GR1613| GR1539 A 5                                 APPROX. 4.8 KM 1920708.0 |
 GR1613|---------------------------------------------------------------------|
 GR1613
 GR1613                          SUPERSEDED SURVEY CONTROL
 GR1613
 GR1613  NAD 83(1994)-  36 07 56.08761(N)    114 40 48.30664(W) AD(       ) 3
 GR1613  NAD 83(1992)-  36 07 56.08766(N)    114 40 48.30669(W) AD(       ) 3
 GR1613  NAD 83(1986)-  36 07 56.07338(N)    114 40 48.29506(W) AD(       ) 3
 GR1613  NGVD 29 (06/27/88)  366.0    (m)         1201.     (f) VERT ANG       
 GR1613
 GR1613.Superseded values are not recommended for survey control.
 GR1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1613.See file dsdata.txt to determine how the superseded data were derived.
 GR1613
 GR1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0875601110(NAD 83)
 GR1613_MARKER: DS = TRIANGULATION STATION DISK
 GR1613_SETTING: 80 = SET IN A BOULDER
 GR1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1613+STABILITY: SURFACE MOTION
 GR1613
 GR1613  HISTORY     - Date     Condition        Report By
 GR1613  HISTORY     - 1947     MONUMENTED       USGS
 GR1613
 GR1613                          STATION DESCRIPTION
 GR1613
 GR1613'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1613'LOCATED ABOUT 1.2 MI NW. OF BEACON ISLAND.  ON SMOOTH,
 GR1613'LIGHT-COLORED RIDGE, ABOUT 40 FT. N. OF HIGH WATER MARK AT SOUTH
 GR1613'END OF RIDGE, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1613'
 GR1613'TO REACH NOT GIVEN.
 GR1613'
 GR1613'STATION MARK--STANDARD TABLET STAMPED---N11 1947---, CEMENTED IN
 GR1613'TOP OF ROCK SET IN PLACE.
 GR1613'
 GR1613'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0267 ***********************************************************************
 FS0267  DESIGNATION -  N 110
 FS0267  PID         -  FS0267
 FS0267  STATE/COUNTY-  NV/CLARK
 FS0267  USGS QUAD   -  HIGHLAND SPRING (1989)
 FS0267
 FS0267                         *CURRENT SURVEY CONTROL
 FS0267  ___________________________________________________________________
 FS0267* NAD 83(1986)-  35 30 53.     (N)    115 07 29.     (W)     SCALED    
 FS0267* NAVD 88     -      1444.754  (meters)    4740.00   (feet)  POSTED    
 FS0267  ___________________________________________________________________
 FS0267  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FS0267  DYNAMIC HT  -        1442.990 (meters)    4734.21  (feet)  COMP
 FS0267  MODELED GRAV-     979,361.1   (mgal)                       NAVD 88
 FS0267
 FS0267  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0267
 FS0267.The horizontal coordinates were scaled from a topographic map and have
 FS0267.an estimated accuracy of +/- 6 seconds.
 FS0267
 FS0267.The orthometric height was determined by differential leveling
 FS0267.and adjusted by the National Geodetic Survey in 1992..
 FS0267.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0267.rate of 0.0 thru 1.0 mm/km.
 FS0267
 FS0267.The geoid height was determined by GEOID03.
 FS0267
 FS0267.The dynamic height is computed by dividing the NAVD 88
 FS0267.geopotential number by the normal gravity value computed on the
 FS0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0267.degrees latitude (g = 980.6199 gals.).
 FS0267
 FS0267.The modeled gravity was interpolated from observed gravity values.
 FS0267
 FS0267;                    North         East    Units  Estimated Accuracy
 FS0267;SPC NV E     - 8,084,930.      241,600.      MT  (+/- 180 meters Scaled)
 FS0267
 FS0267                          SUPERSEDED SURVEY CONTROL
 FS0267
 FS0267  NGVD 29 (??/??/92) 1443.854  (m)         4737.04   (f) ADJ UNCH    1 2
 FS0267
 FS0267.Superseded values are not recommended for survey control.
 FS0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0267.See file dsdata.txt to determine how the superseded data were derived.
 FS0267
 FS0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV700317(NAD 83)
 FS0267_MARKER: DB = BENCH MARK DISK
 FS0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0267_STAMPING: N 110 1934
 FS0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0267+STABILITY: SURFACE MOTION
 FS0267
 FS0267  HISTORY     - Date     Condition        Report By
 FS0267  HISTORY     - 1934     MONUMENTED       CGS
 FS0267  HISTORY     - 1949     GOOD             NGS
 FS0267
 FS0267                          STATION DESCRIPTION
 FS0267
 FS0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0267'9.3 MI E FROM NIPTON.
 FS0267'2.7 MILES EAST ALONG A COUNTY GRADED ROAD FROM THE UNION PACIFIC
 FS0267'RAILROAD STATION AT NIPTON, THENCE 6.6 MILES EAST ALONG NEVADA
 FS0267'STATE HIGHWAY 68, 0.5 MILE WEST OF THE JUNCTION OF A DIRT ROAD
 FS0267'LEADING SOUTH, 61 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 FS0267'2.7 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 FS0267'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 FS0267'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1614 ***********************************************************************
 GR1614  DESIGNATION -  N 110
 GR1614  PID         -  GR1614
 GR1614  STATE/COUNTY-  NV/CLARK
 GR1614  USGS QUAD   -  THE TEMPLE (1983)
 GR1614
 GR1614                         *CURRENT SURVEY CONTROL
 GR1614  ___________________________________________________________________
 GR1614* NAD 83(1994)-  36 05 41.37100(N)    114 18 09.25964(W)     ADJUSTED  
 GR1614* NAVD 88     -       414.6    (meters)    1360.     (feet)  VERTCON   
 GR1614  ___________________________________________________________________
 GR1614  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 GR1614  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 GR1614
 GR1614  HORZ ORDER  -  THIRD
 GR1614
 GR1614.The horizontal coordinates were established by classical geodetic methods
 GR1614.and adjusted by the National Geodetic Survey in June 1998..
 GR1614
 GR1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1614
 GR1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1614
 GR1614.The geoid height was determined by GEOID03.
 GR1614
 GR1614;                    North         East     Units Scale Factor Converg.
 GR1614;SPC NV E     - 8,149,950.692   315,331.181   MT  1.00006384   +0 45 16.6
 GR1614;SPC NV E     -26,738,629.90  1,034,549.05   sFT  1.00006384   +0 45 16.6
 GR1614;SPC AZ W     -   565,193.835   163,600.852   MT  0.99996383   -0 19 31.9
 GR1614;SPC AZ W     - 1,854,310.48    536,748.20   iFT  0.99996383   -0 19 31.9
 GR1614;UTM  11      - 3,997,835.244   742,849.059   MT  1.00032674   +1 35 23.6
 GR1614
 GR1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1614!SPC NV E     -   0.99993926  x   1.00006384  =   1.00000310
 GR1614!SPC AZ W     -   0.99993926  x   0.99996383  =   0.99990309
 GR1614!UTM  11      -   0.99993926  x   1.00032674  =   1.00026598
 GR1614
 GR1614:                Primary Azimuth Mark                     Grid Az
 GR1614:SPC NV E     -  A 39                                     189 08 13.5
 GR1614:SPC AZ W     -  A 39                                     190 13 02.0
 GR1614:UTM  11      -  A 39                                     188 18 06.5
 GR1614
 GR1614|---------------------------------------------------------------------|
 GR1614| PID    Reference Object                     Distance      Geod. Az  |
 GR1614|                                                           dddmmss.s |
 GR1614| GR1527 A 39                                APPROX. 5.3 KM 1895330.1 |
 GR1614|---------------------------------------------------------------------|
 GR1614
 GR1614                          SUPERSEDED SURVEY CONTROL
 GR1614
 GR1614  NAD 83(1994)-  36 05 41.37079(N)    114 18 09.25950(W) AD(       ) 3
 GR1614  NAD 83(1992)-  36 05 41.37100(N)    114 18 09.25965(W) AD(       ) 3
 GR1614  NAD 83(1986)-  36 05 41.36073(N)    114 18 09.25492(W) AD(       ) 3
 GR1614  NGVD 29 (06/27/88)  414.0    (m)         1358.     (f) VERT ANG       
 GR1614
 GR1614.Superseded values are not recommended for survey control.
 GR1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1614.See file dsdata.txt to determine how the superseded data were derived.
 GR1614
 GR1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4284997835(NAD 83)
 GR1614_MARKER: DS = TRIANGULATION STATION DISK
 GR1614_SETTING: 66 = SET IN ROCK OUTCROP
 GR1614_SP_SET: SET IN ROCK OUTCROP
 GR1614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1614+STABILITY: POSITION/ELEVATION WELL
 GR1614
 GR1614  HISTORY     - Date     Condition        Report By
 GR1614  HISTORY     - 1948     MONUMENTED       USGS
 GR1614
 GR1614                          STATION DESCRIPTION
 GR1614
 GR1614'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1614'LOCATED ABOUT 3.7 MI NW. OF THE TEMPLE.  ON TOP OF PROMINENT,
 GR1614'CONE-SHAPED HILL, ABOUT 100 FT. ABOVE HIGH WATER MARK.
 GR1614'
 GR1614'TO REACH NOT GIVEN.
 GR1614'
 GR1614'STATION MARK--STANDARD TABLET STAMPED---N110 1948---, CEMENTED IN
 GR1614'ROCK OUTCROP.
 GR1614'
 GR1614'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1615 ***********************************************************************
 GR1615  DESIGNATION -  N 111
 GR1615  PID         -  GR1615
 GR1615  STATE/COUNTY-  NV/CLARK
 GR1615  USGS QUAD   -  THE TEMPLE (1983)
 GR1615
 GR1615                         *CURRENT SURVEY CONTROL
 GR1615  ___________________________________________________________________
 GR1615* NAD 83(1994)-  36 05 37.59408(N)    114 18 15.80698(W)     ADJUSTED  
 GR1615* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1615  ___________________________________________________________________
 GR1615  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 GR1615  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 GR1615
 GR1615  HORZ ORDER  -  THIRD
 GR1615
 GR1615.The horizontal coordinates were established by classical geodetic methods
 GR1615.and adjusted by the National Geodetic Survey in June 1998..
 GR1615
 GR1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1615
 GR1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1615
 GR1615.The geoid height was determined by GEOID03.
 GR1615
 GR1615;                    North         East     Units Scale Factor Converg.
 GR1615;SPC NV E     - 8,149,832.125   315,168.931   MT  1.00006338   +0 45 12.7
 GR1615;SPC NV E     -26,738,240.90  1,034,016.73   sFT  1.00006338   +0 45 12.7
 GR1615;SPC AZ W     -   565,078.359   163,436.412   MT  0.99996403   -0 19 35.8
 GR1615;SPC AZ W     - 1,853,931.62    536,208.70   iFT  0.99996403   -0 19 35.8
 GR1615;UTM  11      - 3,997,714.293   742,688.512   MT  1.00032577   +1 35 19.6
 GR1615
 GR1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1615!SPC NV E     -   0.99994695  x   1.00006338  =   1.00001033
 GR1615!SPC AZ W     -   0.99994695  x   0.99996403  =   0.99991098
 GR1615!UTM  11      -   0.99994695  x   1.00032577  =   1.00027271
 GR1615
 GR1615                          SUPERSEDED SURVEY CONTROL
 GR1615
 GR1615  NAD 83(1994)-  36 05 37.59366(N)    114 18 15.80677(W) AD(       ) 3
 GR1615  NAD 83(1992)-  36 05 37.59408(N)    114 18 15.80699(W) AD(       ) 3
 GR1615  NAD 83(1986)-  36 05 37.58380(N)    114 18 15.80230(W) AD(       ) 3
 GR1615  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1615
 GR1615.Superseded values are not recommended for survey control.
 GR1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1615.See file dsdata.txt to determine how the superseded data were derived.
 GR1615
 GR1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4268997714(NAD 83)
 GR1615_MARKER: DS = TRIANGULATION STATION DISK
 GR1615_SETTING: 66 = SET IN ROCK OUTCROP
 GR1615_SP_SET: SET IN ROCK OUTCROP
 GR1615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1615+STABILITY: POSITION/ELEVATION WELL
 GR1615
 GR1615  HISTORY     - Date     Condition        Report By
 GR1615  HISTORY     - 1948     MONUMENTED       USGS
 GR1615
 GR1615                          STATION DESCRIPTION
 GR1615
 GR1615'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1615'NOT OCCUPIED.
 GR1615'
 GR1615'LOCATED ABOUT 3.7 MI NW. OF THE TEMPLE.  ABOUT 250 FT. W. OF HIGH
 GR1615'WATER MARK AT WEST END OF CONE-SHAPED HILL, ABOUT 15 FT. BELOW
 GR1615'HIGH WATER MARK.
 GR1615'
 GR1615'STATION MARK--STANDARD TABLET STAMPED---N111 1948---, CEMENTED IN
 GR1615'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1616 ***********************************************************************
 GR1616  DESIGNATION -  N 112
 GR1616  PID         -  GR1616
 GR1616  STATE/COUNTY-  NV/CLARK
 GR1616  USGS QUAD   -  THE TEMPLE (1983)
 GR1616
 GR1616                         *CURRENT SURVEY CONTROL
 GR1616  ___________________________________________________________________
 GR1616* NAD 83(1994)-  36 04 25.79338(N)    114 17 46.95300(W)     ADJUSTED  
 GR1616* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1616  ___________________________________________________________________
 GR1616  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 GR1616  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 GR1616
 GR1616  HORZ ORDER  -  THIRD
 GR1616
 GR1616.The horizontal coordinates were established by classical geodetic methods
 GR1616.and adjusted by the National Geodetic Survey in June 1998..
 GR1616
 GR1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1616
 GR1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1616
 GR1616.The geoid height was determined by GEOID03.
 GR1616
 GR1616;                    North         East     Units Scale Factor Converg.
 GR1616;SPC NV E     - 8,147,628.628   315,920.001   MT  1.00006552   +0 45 28.4
 GR1616;SPC NV E     -26,731,011.59  1,036,480.87   sFT  1.00006552   +0 45 28.4
 GR1616;SPC AZ W     -   562,861.323   164,145.750   MT  0.99996317   -0 19 18.2
 GR1616;SPC AZ W     - 1,846,657.88    538,535.93   iFT  0.99996317   -0 19 18.2
 GR1616;UTM  11      - 3,995,521.398   743,471.823   MT  1.00033047   +1 35 33.9
 GR1616
 GR1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1616!SPC NV E     -   0.99994696  x   1.00006552  =   1.00001248
 GR1616!SPC AZ W     -   0.99994696  x   0.99996317  =   0.99991013
 GR1616!UTM  11      -   0.99994696  x   1.00033047  =   1.00027741
 GR1616
 GR1616                          SUPERSEDED SURVEY CONTROL
 GR1616
 GR1616  NAD 83(1992)-  36 04 25.79338(N)    114 17 46.95300(W) AD(       ) 3
 GR1616  NAD 83(1986)-  36 04 25.78380(N)    114 17 46.94842(W) AD(       ) 3
 GR1616  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1616
 GR1616.Superseded values are not recommended for survey control.
 GR1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1616.See file dsdata.txt to determine how the superseded data were derived.
 GR1616
 GR1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4347295521(NAD 83)
 GR1616_MARKER: DS = TRIANGULATION STATION DISK
 GR1616_SETTING: 80 = SET IN A BOULDER
 GR1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1616+STABILITY: SURFACE MOTION
 GR1616
 GR1616  HISTORY     - Date     Condition        Report By
 GR1616  HISTORY     - 1948     MONUMENTED       USGS
 GR1616
 GR1616                          STATION DESCRIPTION
 GR1616
 GR1616'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1616'NOT OCCUPIED.
 GR1616'
 GR1616'LOCATED ABOUT 2.4 MI NW. OF THE TEMPLE.  ABOUT 100 FT. E. OF HIGH
 GR1616'WATER MARK AT WEST END OF RIDGE, ABOUT 20 FT. ABOVE HIGH WATER
 GR1616'MARK.
 GR1616'
 GR1616'STATION MARK--STANDARD TABLET STAMPED---N112 1948---, CEMENTED IN
 GR1616'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1617 ***********************************************************************
 GR1617  DESIGNATION -  N 113
 GR1617  PID         -  GR1617
 GR1617  STATE/COUNTY-  NV/CLARK
 GR1617  USGS QUAD   -  THE TEMPLE (1983)
 GR1617
 GR1617                         *CURRENT SURVEY CONTROL
 GR1617  ___________________________________________________________________
 GR1617* NAD 83(1994)-  36 03 54.96905(N)    114 17 15.84552(W)     ADJUSTED  
 GR1617* NAVD 88     -       475.6    (meters)    1560.     (feet)  VERTCON   
 GR1617  ___________________________________________________________________
 GR1617  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 GR1617  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 GR1617
 GR1617  HORZ ORDER  -  THIRD
 GR1617
 GR1617.The horizontal coordinates were established by classical geodetic methods
 GR1617.and adjusted by the National Geodetic Survey in June 1998..
 GR1617
 GR1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1617
 GR1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1617
 GR1617.The geoid height was determined by GEOID03.
 GR1617
 GR1617;                    North         East     Units Scale Factor Converg.
 GR1617;SPC NV E     - 8,146,688.902   316,711.010   MT  1.00006779   +0 45 46.1
 GR1617;SPC NV E     -26,727,928.51  1,039,076.04   sFT  1.00006779   +0 45 46.1
 GR1617;SPC AZ W     -   561,906.960   164,918.834   MT  0.99996224   -0 18 59.7
 GR1617;SPC AZ W     - 1,843,526.77    541,072.29   iFT  0.99996224   -0 18 59.7
 GR1617;UTM  11      - 3,994,593.049   744,276.653   MT  1.00033531   +1 35 51.1
 GR1617
 GR1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1617!SPC NV E     -   0.99992970  x   1.00006779  =   0.99999748
 GR1617!SPC AZ W     -   0.99992970  x   0.99996224  =   0.99989194
 GR1617!UTM  11      -   0.99992970  x   1.00033531  =   1.00026498
 GR1617
 GR1617:                Primary Azimuth Mark                     Grid Az
 GR1617:SPC NV E     -  A 38                                     183 34 38.4
 GR1617:SPC AZ W     -  A 38                                     184 39 24.2
 GR1617:UTM  11      -  A 38                                     182 44 33.4
 GR1617
 GR1617|---------------------------------------------------------------------|
 GR1617| PID    Reference Object                     Distance      Geod. Az  |
 GR1617|                                                           dddmmss.s |
 GR1617| GR1526 A 38                                APPROX. 5.4 KM 1842024.5 |
 GR1617|---------------------------------------------------------------------|
 GR1617
 GR1617                          SUPERSEDED SURVEY CONTROL
 GR1617
 GR1617  NAD 83(1992)-  36 03 54.96904(N)    114 17 15.84553(W) AD(       ) 3
 GR1617  NAD 83(1986)-  36 03 54.95990(N)    114 17 15.84099(W) AD(       ) 3
 GR1617  NGVD 29 (06/27/88)  475.0    (m)         1558.     (f) VERT ANG       
 GR1617
 GR1617.Superseded values are not recommended for survey control.
 GR1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1617.See file dsdata.txt to determine how the superseded data were derived.
 GR1617
 GR1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4427794593(NAD 83)
 GR1617_MARKER: DS = TRIANGULATION STATION DISK
 GR1617_SETTING: 66 = SET IN ROCK OUTCROP
 GR1617_SP_SET: SET IN ROCK OUTCROP
 GR1617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1617+STABILITY: POSITION/ELEVATION WELL
 GR1617
 GR1617  HISTORY     - Date     Condition        Report By
 GR1617  HISTORY     - 1948     MONUMENTED       USGS
 GR1617
 GR1617                          STATION DESCRIPTION
 GR1617
 GR1617'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1617'LOCATED ABOUT 1.6 MI NW. OF THE TEMPLE.  ABOUT 200 FT. W. OF
 GR1617'HIGHEST POINT OF LARGE, PROMINENT HILL, ABOUT 200 FT. ABOVE HIGH
 GR1617'WATER MARK.
 GR1617'
 GR1617'TO REACH NOT GIVEN.
 GR1617'
 GR1617'STATION MARK--STANDARD TABLET STAMPED---N113 1948---, CEMENTED IN
 GR1617'ROCK OUTCROP.
 GR1617'
 GR1617'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1618 ***********************************************************************
 GR1618  DESIGNATION -  N 114
 GR1618  PID         -  GR1618
 GR1618  STATE/COUNTY-  NV/CLARK
 GR1618  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1618
 GR1618                         *CURRENT SURVEY CONTROL
 GR1618  ___________________________________________________________________
 GR1618* NAD 83(1994)-  36 02 11.11685(N)    114 14 54.34206(W)     ADJUSTED  
 GR1618* NAVD 88     -       488.6    (meters)    1603.     (feet)  VERTCON   
 GR1618  ___________________________________________________________________
 GR1618  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 GR1618  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 GR1618
 GR1618  HORZ ORDER  -  THIRD
 GR1618
 GR1618.The horizontal coordinates were established by classical geodetic methods
 GR1618.and adjusted by the National Geodetic Survey in June 1998..
 GR1618
 GR1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1618
 GR1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1618
 GR1618.The geoid height was determined by GEOID03.
 GR1618
 GR1618;                    North         East     Units Scale Factor Converg.
 GR1618;SPC NV E     - 8,143,535.861   320,295.939   MT  1.00007826   +0 47 07.5
 GR1618;SPC NV E     -26,717,583.90  1,050,837.59   sFT  1.00007826   +0 47 07.5
 GR1618;SPC AZ W     -   558,687.332   168,443.354   MT  0.99995818   -0 17 35.6
 GR1618;SPC AZ W     - 1,832,963.69    552,635.68   iFT  0.99995818   -0 17 35.6
 GR1618;UTM  11      - 3,991,491.703   747,908.112   MT  1.00035734   +1 37 10.5
 GR1618
 GR1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1618!SPC NV E     -   0.99992765  x   1.00007826  =   1.00000590
 GR1618!SPC AZ W     -   0.99992765  x   0.99995818  =   0.99988583
 GR1618!UTM  11      -   0.99992765  x   1.00035734  =   1.00028496
 GR1618
 GR1618:                Primary Azimuth Mark                     Grid Az
 GR1618:SPC NV E     -  A 48                                     195 16 22.1
 GR1618:SPC AZ W     -  A 48                                     196 21 05.2
 GR1618:UTM  11      -  A 48                                     194 26 19.1
 GR1618
 GR1618|---------------------------------------------------------------------|
 GR1618| PID    Reference Object                     Distance      Geod. Az  |
 GR1618|                                                           dddmmss.s |
 GR1618| GR1537 A 48                                APPROX. 3.7 KM 1960329.6 |
 GR1618|---------------------------------------------------------------------|
 GR1618
 GR1618                          SUPERSEDED SURVEY CONTROL
 GR1618
 GR1618  NAD 83(1992)-  36 02 11.11685(N)    114 14 54.34207(W) AD(       ) 3
 GR1618  NAD 83(1986)-  36 02 11.10896(N)    114 14 54.33860(W) AD(       ) 3
 GR1618  NGVD 29 (06/27/88)  488.0    (m)         1601.     (f) VERT ANG       
 GR1618
 GR1618.Superseded values are not recommended for survey control.
 GR1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1618.See file dsdata.txt to determine how the superseded data were derived.
 GR1618
 GR1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4790891492(NAD 83)
 GR1618_MARKER: DS = TRIANGULATION STATION DISK
 GR1618_SETTING: 66 = SET IN ROCK OUTCROP
 GR1618_SP_SET: SET IN ROCK OUTCROP
 GR1618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1618+STABILITY: POSITION/ELEVATION WELL
 GR1618
 GR1618  HISTORY     - Date     Condition        Report By
 GR1618  HISTORY     - 1948     MONUMENTED       USGS
 GR1618
 GR1618                          STATION DESCRIPTION
 GR1618
 GR1618'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1618'LOCATED ABOUT 1.5 MI SE. OF THE TEMPLE.  ABOUT 500 FT. N. OF SOUTH
 GR1618'EDGE OF HIGH MESA, ON SMALL TOP ABOUT 20 FT. HIGHER THAN
 GR1618'SURROUNDING TABLE-LAND, ABOUT 350 FT. ABOVE HIGH WATER MARK.
 GR1618'
 GR1618'TO REACH NOT GIVEN.
 GR1618'
 GR1618'STATION MARK--STANDARD TABLET STAMPED---N114 1948---, CEMENTED IN
 GR1618'ROCK OUTCROP.
 GR1618'
 GR1618'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0122 ***********************************************************************
 HP0122  DESIGNATION -  N 115
 HP0122  PID         -  HP0122
 HP0122  STATE/COUNTY-  NV/LINCOLN
 HP0122  USGS QUAD   -  SEAMAN WASH (1980)
 HP0122
 HP0122                         *CURRENT SURVEY CONTROL
 HP0122  ___________________________________________________________________
 HP0122* NAD 83(1986)-  37 49 42.     (N)    115 12 52.     (W)     SCALED    
 HP0122* NAVD 88     -      1536.050  (meters)    5039.52   (feet)  ADJUSTED  
 HP0122  ___________________________________________________________________
 HP0122  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 HP0122  DYNAMIC HT  -        1534.376 (meters)    5034.03  (feet)  COMP
 HP0122  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 HP0122
 HP0122  VERT ORDER  -  SECOND    CLASS 0
 HP0122
 HP0122.The horizontal coordinates were scaled from a topographic map and have
 HP0122.an estimated accuracy of +/- 6 seconds.
 HP0122
 HP0122.The orthometric height was determined by differential leveling
 HP0122.and adjusted by the National Geodetic Survey in June 1991..
 HP0122
 HP0122.The geoid height was determined by GEOID03.
 HP0122
 HP0122.The dynamic height is computed by dividing the NAVD 88
 HP0122.geopotential number by the normal gravity value computed on the
 HP0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0122.degrees latitude (g = 980.6199 gals.).
 HP0122
 HP0122.The modeled gravity was interpolated from observed gravity values.
 HP0122
 HP0122;                    North         East    Units  Estimated Accuracy
 HP0122;SPC NV E     - 8,341,620.      232,470.      MT  (+/- 180 meters Scaled)
 HP0122
 HP0122                          SUPERSEDED SURVEY CONTROL
 HP0122
 HP0122  NGVD 29 (??/??/92) 1535.034  (m)         5036.19   (f) ADJ UNCH    2 0
 HP0122
 HP0122.Superseded values are not recommended for survey control.
 HP0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0122.See file dsdata.txt to determine how the superseded data were derived.
 HP0122
 HP0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB571882(NAD 83)
 HP0122_MARKER: DB = BENCH MARK DISK
 HP0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0122_STAMPING: N 115 1934
 HP0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0122+STABILITY: SURFACE MOTION
 HP0122
 HP0122  HISTORY     - Date     Condition        Report By
 HP0122  HISTORY     - 1934     MONUMENTED       CGS
 HP0122  HISTORY     - 1970     GOOD             USGS
 HP0122
 HP0122                          STATION DESCRIPTION
 HP0122
 HP0122'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HP0122'27.2 MI NW FROM HIKO.
 HP0122'ABOUT 18.7 MILES NORTH ON NEVADA HIGHWAY 38 FROM THE JUNCTION OF U. S.
 HP0122'HIGHWAY 93 AND NEVADA HIGHWAY 38.  THENCE 8.5 MILES NORTHWEST ON THE
 HP0122'OLD ROAD UP SEAMANS WASH.  ABOUT 800 FEET SOUTHWEST OF THE NEW ROAD,
 HP0122'40 FEET EAST OF THE CENTERLINE OF THE OLD ROAD.  A STANDARD DISK
 HP0122'STAMPED N 115 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1619 ***********************************************************************
 GR1619  DESIGNATION -  N 115
 GR1619  PID         -  GR1619
 GR1619  STATE/COUNTY-  NV/CLARK
 GR1619  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1619
 GR1619                         *CURRENT SURVEY CONTROL
 GR1619  ___________________________________________________________________
 GR1619* NAD 83(1994)-  36 02 04.50385(N)    114 14 56.40023(W)     ADJUSTED  
 GR1619* NAVD 88     -       472.6    (meters)    1551.     (feet)  VERTCON   
 GR1619  ___________________________________________________________________
 GR1619  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 GR1619  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 GR1619
 GR1619  HORZ ORDER  -  THIRD
 GR1619
 GR1619.The horizontal coordinates were established by classical geodetic methods
 GR1619.and adjusted by the National Geodetic Survey in June 1998..
 GR1619
 GR1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1619
 GR1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1619
 GR1619.The geoid height was determined by GEOID03.
 GR1619
 GR1619;                    North         East     Units Scale Factor Converg.
 GR1619;SPC NV E     - 8,143,331.331   320,247.208   MT  1.00007811   +0 47 06.2
 GR1619;SPC NV E     -26,716,912.88  1,050,677.71   sFT  1.00007811   +0 47 06.2
 GR1619;SPC AZ W     -   558,483.781   168,390.788   MT  0.99995824   -0 17 36.8
 GR1619;SPC AZ W     - 1,832,295.87    552,463.22   iFT  0.99995824   -0 17 36.8
 GR1619;UTM  11      - 3,991,286.428   747,862.352   MT  1.00035706   +1 37 09.0
 GR1619
 GR1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1619!SPC NV E     -   0.99993016  x   1.00007811  =   1.00000827
 GR1619!SPC AZ W     -   0.99993016  x   0.99995824  =   0.99988840
 GR1619!UTM  11      -   0.99993016  x   1.00035706  =   1.00028720
 GR1619
 GR1619:                Primary Azimuth Mark                     Grid Az
 GR1619:SPC NV E     -  A 48                                     195 23 11.7
 GR1619:SPC AZ W     -  A 48                                     196 27 54.7
 GR1619:UTM  11      -  A 48                                     194 33 08.9
 GR1619
 GR1619|---------------------------------------------------------------------|
 GR1619| PID    Reference Object                     Distance      Geod. Az  |
 GR1619|                                                           dddmmss.s |
 GR1619| GR1537 A 48                                APPROX. 3.5 KM 1961017.9 |
 GR1619|---------------------------------------------------------------------|
 GR1619
 GR1619                          SUPERSEDED SURVEY CONTROL
 GR1619
 GR1619  NAD 83(1992)-  36 02 04.50386(N)    114 14 56.40024(W) AD(       ) 3
 GR1619  NAD 83(1986)-  36 02 04.49601(N)    114 14 56.39675(W) AD(       ) 3
 GR1619  NGVD 29 (06/27/88)  472.0    (m)         1549.     (f) VERT ANG       
 GR1619
 GR1619.Superseded values are not recommended for survey control.
 GR1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1619.See file dsdata.txt to determine how the superseded data were derived.
 GR1619
 GR1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4786291286(NAD 83)
 GR1619_MARKER: DS = TRIANGULATION STATION DISK
 GR1619_SETTING: 80 = SET IN A BOULDER
 GR1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1619+STABILITY: SURFACE MOTION
 GR1619
 GR1619  HISTORY     - Date     Condition        Report By
 GR1619  HISTORY     - 1948     MONUMENTED       USGS
 GR1619
 GR1619                          STATION DESCRIPTION
 GR1619
 GR1619'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1619'LOCATED ABOUT 1.5 MI SE. OF THE TEMPLE.  ABOUT 5 FT. N. OF SOUTH
 GR1619'RIM OF HIGH MESA, ABOUT 350 FT. ABOVE HIGH WATER MARK.
 GR1619'
 GR1619'TO REACH NOT GIVEN.
 GR1619'
 GR1619'STATION MARK--STANDARD TABLET STAMPED---N115 1948---, CEMENTED IN
 GR1619'TOP OF BOULDER IN PLACE.
 GR1619'
 GR1619'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0097 ***********************************************************************
 JP0097  DESIGNATION -  N 116
 JP0097  PID         -  JP0097
 JP0097  STATE/COUNTY-  NV/NYE
 JP0097  USGS QUAD   -  SUNNYSIDE NW (1969)
 JP0097
 JP0097                         *CURRENT SURVEY CONTROL
 JP0097  ___________________________________________________________________
 JP0097* NAD 83(1986)-  38 25 32.     (N)    115 08 45.     (W)     SCALED    
 JP0097* NAVD 88     -      1591.433  (meters)    5221.23   (feet)  ADJUSTED  
 JP0097  ___________________________________________________________________
 JP0097  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 JP0097  DYNAMIC HT  -        1589.751 (meters)    5215.71  (feet)  COMP
 JP0097  MODELED GRAV-     979,515.7   (mgal)                       NAVD 88
 JP0097
 JP0097  VERT ORDER  -  SECOND    CLASS 0
 JP0097
 JP0097.The horizontal coordinates were scaled from a topographic map and have
 JP0097.an estimated accuracy of +/- 6 seconds.
 JP0097
 JP0097.The orthometric height was determined by differential leveling
 JP0097.and adjusted by the National Geodetic Survey in June 1991..
 JP0097
 JP0097.The geoid height was determined by GEOID03.
 JP0097
 JP0097.The dynamic height is computed by dividing the NAVD 88
 JP0097.geopotential number by the normal gravity value computed on the
 JP0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0097.degrees latitude (g = 980.6199 gals.).
 JP0097
 JP0097.The modeled gravity was interpolated from observed gravity values.
 JP0097
 JP0097;                    North         East    Units  Estimated Accuracy
 JP0097;SPC NV C     - 6,408,930.      632,790.      MT  (+/- 180 meters Scaled)
 JP0097
 JP0097                          SUPERSEDED SURVEY CONTROL
 JP0097
 JP0097  NGVD 29 (??/??/92) 1590.343  (m)         5217.65   (f) ADJ UNCH    2 0
 JP0097
 JP0097.Superseded values are not recommended for survey control.
 JP0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0097.See file dsdata.txt to determine how the superseded data were derived.
 JP0097
 JP0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC618546(NAD 83)
 JP0097_MARKER: DB = BENCH MARK DISK
 JP0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0097_STAMPING: N 116 1934
 JP0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0097+STABILITY: SURFACE MOTION
 JP0097
 JP0097  HISTORY     - Date     Condition        Report By
 JP0097  HISTORY     - 1934     MONUMENTED       CGS
 JP0097
 JP0097                          STATION DESCRIPTION
 JP0097
 JP0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0097'34.9 MI S FROM PRESTON.
 JP0097'IN NYE COUNTY, ABOUT 34.9 MILES SOUTH ALONG THE ROAD LEADING TO SHARP
 JP0097'FROM PRESTON, WHITE PINE COUNTY, ABOUT 2.5 MILES NORTH OF THE JUNCTION
 JP0097'OF A ROAD LEADING EAST ACROSS THE VALLEY TO HOT CREEK RANCH, AND 40
 JP0097'FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED N
 JP0097'116 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1620 ***********************************************************************
 GR1620  DESIGNATION -  N 116
 GR1620  PID         -  GR1620
 GR1620  STATE/COUNTY-  NV/CLARK
 GR1620  USGS QUAD   -  THE TEMPLE (1983)
 GR1620
 GR1620                         *CURRENT SURVEY CONTROL
 GR1620  ___________________________________________________________________
 GR1620* NAD 83(1994)-  36 03 27.78046(N)    114 16 06.13131(W)     ADJUSTED  
 GR1620* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1620  ___________________________________________________________________
 GR1620  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 GR1620  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 GR1620
 GR1620  HORZ ORDER  -  THIRD
 GR1620
 GR1620.The horizontal coordinates were established by classical geodetic methods
 GR1620.and adjusted by the National Geodetic Survey in June 1998..
 GR1620
 GR1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1620
 GR1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1620
 GR1620.The geoid height was determined by GEOID03.
 GR1620
 GR1620;                    North         East     Units Scale Factor Converg.
 GR1620;SPC NV E     - 8,145,874.305   318,466.884   MT  1.00007287   +0 46 26.7
 GR1620;SPC NV E     -26,725,255.95  1,044,836.77   sFT  1.00007287   +0 46 26.7
 GR1620;SPC AZ W     -   561,059.526   166,658.863   MT  0.99996020   -0 18 18.4
 GR1620;SPC AZ W     - 1,840,746.48    546,781.05   iFT  0.99996020   -0 18 18.4
 GR1620;UTM  11      - 3,993,803.903   746,044.685   MT  1.00034600   +1 36 31.1
 GR1620
 GR1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1620!SPC NV E     -   0.99994695  x   1.00007287  =   1.00001982
 GR1620!SPC AZ W     -   0.99994695  x   0.99996020  =   0.99990716
 GR1620!UTM  11      -   0.99994695  x   1.00034600  =   1.00029294
 GR1620
 GR1620                          SUPERSEDED SURVEY CONTROL
 GR1620
 GR1620  NAD 83(1992)-  36 03 27.78046(N)    114 16 06.13132(W) AD(       ) 3
 GR1620  NAD 83(1986)-  36 03 27.77162(N)    114 16 06.12755(W) AD(       ) 3
 GR1620  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1620
 GR1620.Superseded values are not recommended for survey control.
 GR1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1620.See file dsdata.txt to determine how the superseded data were derived.
 GR1620
 GR1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4604593804(NAD 83)
 GR1620_MARKER: DS = TRIANGULATION STATION DISK
 GR1620_SETTING: 80 = SET IN A BOULDER
 GR1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1620+STABILITY: SURFACE MOTION
 GR1620
 GR1620  HISTORY     - Date     Condition        Report By
 GR1620  HISTORY     - 1948     MONUMENTED       USGS
 GR1620
 GR1620                          STATION DESCRIPTION
 GR1620
 GR1620'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1620'NOT OCCUPIED.
 GR1620'
 GR1620'LOCATED ABOUT 0.8 MI N. OF THE TEMPLE.  ON WEST END OF LONG, LOW
 GR1620'RIDGE, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1620'
 GR1620'STATION MARK--STANDARD TABLET STAMPED---N116 1948---, CEMENTED IN
 GR1620'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1270 ***********************************************************************
 GR1270  DESIGNATION -  N 117
 GR1270  PID         -  GR1270
 GR1270  STATE/COUNTY-  NV/CLARK
 GR1270  USGS QUAD   -  QUARTZ PEAK (1973)
 GR1270
 GR1270                         *CURRENT SURVEY CONTROL
 GR1270  ___________________________________________________________________
 GR1270* NAD 83(1986)-  36 54 00.     (N)    115 37 24.     (W)     SCALED    
 GR1270* NAVD 88     -      1011.081  (meters)    3317.19   (feet)  ADJUSTED  
 GR1270  ___________________________________________________________________
 GR1270  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 GR1270  DYNAMIC HT  -        1010.007 (meters)    3313.66  (feet)  COMP
 GR1270  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 GR1270
 GR1270  VERT ORDER  -  SECOND    CLASS 0
 GR1270
 GR1270.The horizontal coordinates were scaled from a topographic map and have
 GR1270.an estimated accuracy of +/- 6 seconds.
 GR1270
 GR1270.The orthometric height was determined by differential leveling
 GR1270.and adjusted by the National Geodetic Survey in June 1991..
 GR1270
 GR1270.The geoid height was determined by GEOID03.
 GR1270
 GR1270.The dynamic height is computed by dividing the NAVD 88
 GR1270.geopotential number by the normal gravity value computed on the
 GR1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1270.degrees latitude (g = 980.6199 gals.).
 GR1270
 GR1270.The modeled gravity was interpolated from observed gravity values.
 GR1270
 GR1270;                    North         East    Units  Estimated Accuracy
 GR1270;SPC NV E     - 8,238,530.      196,440.      MT  (+/- 180 meters Scaled)
 GR1270
 GR1270                          SUPERSEDED SURVEY CONTROL
 GR1270
 GR1270  NGVD 29 (??/??/92) 1010.220  (m)         3314.36   (f) ADJ UNCH    2 0
 GR1270
 GR1270.Superseded values are not recommended for survey control.
 GR1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1270.See file dsdata.txt to determine how the superseded data were derived.
 GR1270
 GR1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA226846(NAD 83)
 GR1270_MARKER: DB = BENCH MARK DISK
 GR1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1270_SP_SET: CONCRETE POST
 GR1270_STAMPING: N 117 1934
 GR1270_MARK LOGO: CGS   
 GR1270_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1270+STABILITY: SURFACE MOTION
 GR1270
 GR1270  HISTORY     - Date     Condition        Report By
 GR1270  HISTORY     - 1934     MONUMENTED       CGS
 GR1270  HISTORY     - 19930823 GOOD             LOCENG
 GR1270
 GR1270                          STATION DESCRIPTION
 GR1270
 GR1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GR1270'22.6 MI N FROM INDIAN SPRINGS.
 GR1270'ABOUT 41 FT. EAST OF UNIMPROVED ROAD FORM GROOM TO INDIAN SPRINGS.  A
 GR1270'US COAST AND GEODETIC SURVEY STANDARD DISK, STAMPED N 117 1934 AND SET
 GR1270'IN THE TOP OF A CONCRETE POST.
 GR1270
 GR1270                          STATION RECOVERY (1993)
 GR1270
 GR1270'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 GR1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1621 ***********************************************************************
 GR1621  DESIGNATION -  N 117
 GR1621  PID         -  GR1621
 GR1621  STATE/COUNTY-  NV/CLARK
 GR1621  USGS QUAD   -  THE TEMPLE (1983)
 GR1621
 GR1621                         *CURRENT SURVEY CONTROL
 GR1621  ___________________________________________________________________
 GR1621* NAD 83(1994)-  36 02 50.13154(N)    114 16 11.95093(W)     ADJUSTED  
 GR1621* NAVD 88     -       465.6    (meters)    1528.     (feet)  VERTCON   
 GR1621  ___________________________________________________________________
 GR1621  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 GR1621  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 GR1621
 GR1621  HORZ ORDER  -  THIRD
 GR1621
 GR1621.The horizontal coordinates were established by classical geodetic methods
 GR1621.and adjusted by the National Geodetic Survey in June 1998..
 GR1621
 GR1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1621
 GR1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1621
 GR1621.The geoid height was determined by GEOID03.
 GR1621
 GR1621;                    North         East     Units Scale Factor Converg.
 GR1621;SPC NV E     - 8,144,711.937   318,336.895   MT  1.00007250   +0 46 22.6
 GR1621;SPC NV E     -26,721,442.41  1,044,410.30   sFT  1.00007250   +0 46 22.6
 GR1621;SPC AZ W     -   559,899.942   166,507.024   MT  0.99996037   -0 18 21.6
 GR1621;SPC AZ W     - 1,836,942.07    546,282.89   iFT  0.99996037   -0 18 21.6
 GR1621;UTM  11      - 3,992,639.447   745,931.607   MT  1.00034531   +1 36 26.2
 GR1621
 GR1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1621!SPC NV E     -   0.99993127  x   1.00007250  =   1.00000376
 GR1621!SPC AZ W     -   0.99993127  x   0.99996037  =   0.99989164
 GR1621!UTM  11      -   0.99993127  x   1.00034531  =   1.00027655
 GR1621
 GR1621:                Primary Azimuth Mark                     Grid Az
 GR1621:SPC NV E     -  A 42                                     200 20 39.5
 GR1621:SPC AZ W     -  A 42                                     201 25 23.7
 GR1621:UTM  11      -  A 42                                     199 30 35.9
 GR1621
 GR1621|---------------------------------------------------------------------|
 GR1621| PID    Reference Object                     Distance      Geod. Az  |
 GR1621|                                                           dddmmss.s |
 GR1621| GR1531 A 42                                APPROX. 2.3 KM 2010702.1 |
 GR1621|---------------------------------------------------------------------|
 GR1621
 GR1621                          SUPERSEDED SURVEY CONTROL
 GR1621
 GR1621  NAD 83(1992)-  36 02 50.13154(N)    114 16 11.95094(W) AD(       ) 3
 GR1621  NAD 83(1986)-  36 02 50.12310(N)    114 16 11.94687(W) AD(       ) 3
 GR1621  NGVD 29 (06/27/88)  465.0    (m)         1526.     (f) VERT ANG       
 GR1621
 GR1621.Superseded values are not recommended for survey control.
 GR1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1621.See file dsdata.txt to determine how the superseded data were derived.
 GR1621
 GR1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4593292639(NAD 83)
 GR1621_MARKER: DS = TRIANGULATION STATION DISK
 GR1621_SETTING: 66 = SET IN ROCK OUTCROP
 GR1621_SP_SET: SET IN ROCK OUTCROP
 GR1621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1621+STABILITY: POSITION/ELEVATION WELL
 GR1621
 GR1621  HISTORY     - Date     Condition        Report By
 GR1621  HISTORY     - 1948     MONUMENTED       USGS
 GR1621
 GR1621                          STATION DESCRIPTION
 GR1621
 GR1621'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1621'LOCATED ON TOP OF THE TEMPLE, ABOUT 25 FT. E. OF WEST EDGE, ABOUT
 GR1621'300 FT. ABOVE HIGH WATER MARK.
 GR1621'
 GR1621'TO REACH NOT GIVEN.
 GR1621'
 GR1621'STATION MARK--STANDARD TABLET STAMPED---N117 1948---, CEMENTED IN
 GR1621'ROCK OUTCROP.
 GR1621'
 GR1621'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0782 ***********************************************************************
 KR0782  DESIGNATION -  N 118
 KR0782  PID         -  KR0782
 KR0782  STATE/COUNTY-  NV/LYON
 KR0782  USGS QUAD   -  SILVER SPRINGS SOUTH (1985)
 KR0782
 KR0782                         *CURRENT SURVEY CONTROL
 KR0782  ___________________________________________________________________
 KR0782* NAD 83(1986)-  39 19 19.     (N)    119 14 07.     (W)     SCALED    
 KR0782* NAVD 88     -      1283.41   (+/-2cm)    4210.7    (feet)  VERTCON   
 KR0782  ___________________________________________________________________
 KR0782  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 KR0782
 KR0782  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0782
 KR0782.The horizontal coordinates were scaled from a topographic map and have
 KR0782.an estimated accuracy of +/- 6 seconds.
 KR0782
 KR0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0782.The vertical order pertains to the NGVD 29 superseded value.
 KR0782
 KR0782.The geoid height was determined by GEOID03.
 KR0782
 KR0782;                    North         East    Units  Estimated Accuracy
 KR0782;SPC NV W     - 4,507,540.      743,790.      MT  (+/- 180 meters Scaled)
 KR0782
 KR0782                          SUPERSEDED SURVEY CONTROL
 KR0782
 KR0782  NGVD 29 (??/??/92) 1282.430  (m)         4207.44   (f) ADJ UNCH    2 0
 KR0782
 KR0782.Superseded values are not recommended for survey control.
 KR0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0782.See file dsdata.txt to determine how the superseded data were derived.
 KR0782
 KR0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD073548(NAD 83)
 KR0782_MARKER: DB = BENCH MARK DISK
 KR0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0782_STAMPING: N 118 1934
 KR0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0782+STABILITY: SURFACE MOTION
 KR0782
 KR0782  HISTORY     - Date     Condition        Report By
 KR0782  HISTORY     - 1934     MONUMENTED       CGS
 KR0782
 KR0782                          STATION DESCRIPTION
 KR0782
 KR0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KR0782'4.3 MI N FROM CHURCHILL.
 KR0782'4.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 KR0782'CHURCHILL, LYON COUNTY, ACROSS THE TRACK FROM MILEPOST 312, AND 46.5
 KR0782'FEET EAST OF THE CENTERLINE OF THE TRACK, A STANDARD DISK, STAMPED
 KR0782'N118 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1622 ***********************************************************************
 GR1622  DESIGNATION -  N 118
 GR1622  PID         -  GR1622
 GR1622  STATE/COUNTY-  NV/CLARK
 GR1622  USGS QUAD   -  THE TEMPLE (1983)
 GR1622
 GR1622                         *CURRENT SURVEY CONTROL
 GR1622  ___________________________________________________________________
 GR1622* NAD 83(1994)-  36 02 27.63742(N)    114 15 48.31081(W)     ADJUSTED  
 GR1622* NAVD 88     -       367.6    (meters)    1206.     (feet)  VERTCON   
 GR1622  ___________________________________________________________________
 GR1622  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 GR1622  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 GR1622
 GR1622  HORZ ORDER  -  THIRD
 GR1622
 GR1622.The horizontal coordinates were established by classical geodetic methods
 GR1622.and adjusted by the National Geodetic Survey in June 1998..
 GR1622
 GR1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1622
 GR1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1622
 GR1622.The geoid height was determined by GEOID03.
 GR1622
 GR1622;                    North         East     Units Scale Factor Converg.
 GR1622;SPC NV E     - 8,144,026.634   318,938.008   MT  1.00007425   +0 46 36.1
 GR1622;SPC NV E     -26,719,194.05  1,046,382.45   sFT  1.00007425   +0 46 36.1
 GR1622;SPC AZ W     -   559,203.522   167,095.061   MT  0.99995970   -0 18 07.5
 GR1622;SPC AZ W     - 1,834,657.22    548,212.14   iFT  0.99995970   -0 18 07.5
 GR1622;UTM  11      - 3,991,962.784   746,542.802   MT  1.00034902   +1 36 39.3
 GR1622
 GR1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1622!SPC NV E     -   0.99994664  x   1.00007425  =   1.00002089
 GR1622!SPC AZ W     -   0.99994664  x   0.99995970  =   0.99990635
 GR1622!UTM  11      -   0.99994664  x   1.00034902  =   1.00029565
 GR1622
 GR1622                          SUPERSEDED SURVEY CONTROL
 GR1622
 GR1622  NAD 83(1992)-  36 02 27.63743(N)    114 15 48.31081(W) AD(       ) 3
 GR1622  NAD 83(1986)-  36 02 27.62920(N)    114 15 48.30706(W) AD(       ) 3
 GR1622  NGVD 29 (06/27/88)  367.0    (m)         1204.     (f) VERT ANG       
 GR1622
 GR1622.Superseded values are not recommended for survey control.
 GR1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1622.See file dsdata.txt to determine how the superseded data were derived.
 GR1622
 GR1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4654391963(NAD 83)
 GR1622_MARKER: DS = TRIANGULATION STATION DISK
 GR1622_SETTING: 80 = SET IN A BOULDER
 GR1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1622+STABILITY: SURFACE MOTION
 GR1622
 GR1622  HISTORY     - Date     Condition        Report By
 GR1622  HISTORY     - 1948     MONUMENTED       USGS
 GR1622
 GR1622                          STATION DESCRIPTION
 GR1622
 GR1622'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1622'NOT OCCUPIED.
 GR1622'
 GR1622'LOCATED ABOUT 0.7 MI SE. OF THE TEMPLE.  ABOUT 40 FT. E. OF HIGH
 GR1622'WATER MARK AT WEST END OF SHORT, NARROW RIDGE, ABOUT 10 FT. ABOVE
 GR1622'HIGH WATER MARK.
 GR1622'
 GR1622'STATION MARK--STANDARD TABLET STAMPED---N118 1948---, CEMENTED IN
 GR1622'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0547 ***********************************************************************
 JR0547  DESIGNATION -  N 119
 JR0547  PID         -  JR0547
 JR0547  STATE/COUNTY-  NV/DOUGLAS
 JR0547  USGS QUAD   -  CARTERS STATION (1979)
 JR0547
 JR0547                         *CURRENT SURVEY CONTROL
 JR0547  ___________________________________________________________________
 JR0547* NAD 83(1986)-  38 51 26.     (N)    119 39 46.     (W)     SCALED    
 JR0547* NAVD 88     -      1613.33   (+/-2cm)    5293.1    (feet)  VERTCON   
 JR0547  ___________________________________________________________________
 JR0547  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 JR0547
 JR0547  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0547
 JR0547.The horizontal coordinates were scaled from a topographic map and have
 JR0547.an estimated accuracy of +/- 6 seconds.
 JR0547
 JR0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0547.The vertical order pertains to the NGVD 29 superseded value.
 JR0547
 JR0547.The geoid height was determined by GEOID03.
 JR0547
 JR0547;                    North         East    Units  Estimated Accuracy
 JR0547;SPC NV W     - 4,456,300.      706,310.      MT  (+/- 180 meters Scaled)
 JR0547
 JR0547                          SUPERSEDED SURVEY CONTROL
 JR0547
 JR0547  NGVD 29 (??/??/92) 1612.154  (m)         5289.21   (f) ADJ UNCH    2 0
 JR0547
 JR0547.Superseded values are not recommended for survey control.
 JR0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0547.See file dsdata.txt to determine how the superseded data were derived.
 JR0547
 JR0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD689043(NAD 83)
 JR0547_MARKER: DB = BENCH MARK DISK
 JR0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0547_STAMPING: N 119 1934
 JR0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0547+STABILITY: SURFACE MOTION
 JR0547
 JR0547  HISTORY     - Date     Condition        Report By
 JR0547  HISTORY     - 1934     MONUMENTED       CGS
 JR0547  HISTORY     - 1940     GOOD             NGS
 JR0547
 JR0547                          STATION DESCRIPTION
 JR0547
 JR0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0547'7.8 MI SE FROM GARDNERVILLE.
 JR0547'7.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM GARDNERVILLE,
 JR0547'DOUGLAS COUNTY, ON THE OLD HIGHWAY, 41 FEET SOUTHWEST OF THE
 JR0547'CENTERLINE OF THE OLD HIGHWAY, AND NEAR A WHITE WOODEN WITNESS
 JR0547'POST.  A STANDARD DISK, STAMPED N 119 1934 AND SET IN THE TOP
 JR0547'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1623 ***********************************************************************
 GR1623  DESIGNATION -  N 119
 GR1623  PID         -  GR1623
 GR1623  STATE/COUNTY-  NV/CLARK
 GR1623  USGS QUAD   -  THE TEMPLE (1983)
 GR1623
 GR1623                         *CURRENT SURVEY CONTROL
 GR1623  ___________________________________________________________________
 GR1623* NAD 83(1994)-  36 01 47.07327(N)    114 15 42.12878(W)     ADJUSTED  
 GR1623* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1623  ___________________________________________________________________
 GR1623  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 GR1623  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 GR1623
 GR1623  HORZ ORDER  -  THIRD
 GR1623
 GR1623.The horizontal coordinates were established by classical geodetic methods
 GR1623.and adjusted by the National Geodetic Survey in June 1998..
 GR1623
 GR1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1623
 GR1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1623
 GR1623.The geoid height was determined by GEOID03.
 GR1623
 GR1623;                    North         East     Units Scale Factor Converg.
 GR1623;SPC NV E     - 8,142,778.482   319,109.726   MT  1.00007476   +0 46 38.9
 GR1623;SPC NV E     -26,715,099.07  1,046,945.83   sFT  1.00007476   +0 46 38.9
 GR1623;SPC AZ W     -   557,952.502   167,243.236   MT  0.99995953   -0 18 03.6
 GR1623;SPC AZ W     - 1,830,552.83    548,698.28   iFT  0.99995953   -0 18 03.6
 GR1623;UTM  11      - 3,990,716.921   746,732.724   MT  1.00035018   +1 36 41.4
 GR1623
 GR1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1623!SPC NV E     -   0.99994649  x   1.00007476  =   1.00002125
 GR1623!SPC AZ W     -   0.99994649  x   0.99995953  =   0.99990602
 GR1623!UTM  11      -   0.99994649  x   1.00035018  =   1.00029665
 GR1623
 GR1623:                Primary Azimuth Mark                     Grid Az
 GR1623:SPC NV E     -  A 41                                     223 14 52.1
 GR1623:SPC AZ W     -  A 41                                     224 19 34.6
 GR1623:UTM  11      -  A 41                                     222 24 49.6
 GR1623
 GR1623|---------------------------------------------------------------------|
 GR1623| PID    Reference Object                     Distance      Geod. Az  |
 GR1623|                                                           dddmmss.s |
 GR1623| GR1530 A 41                                APPROX. 0.9 KM 2240131.0 |
 GR1623|---------------------------------------------------------------------|
 GR1623
 GR1623                          SUPERSEDED SURVEY CONTROL
 GR1623
 GR1623  NAD 83(1992)-  36 01 47.07327(N)    114 15 42.12878(W) AD(       ) 3
 GR1623  NAD 83(1986)-  36 01 47.06545(N)    114 15 42.12497(W) AD(       ) 3
 GR1623  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1623
 GR1623.Superseded values are not recommended for survey control.
 GR1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1623.See file dsdata.txt to determine how the superseded data were derived.
 GR1623
 GR1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4673390717(NAD 83)
 GR1623_MARKER: DS = TRIANGULATION STATION DISK
 GR1623_SETTING: 80 = SET IN A BOULDER
 GR1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1623+STABILITY: SURFACE MOTION
 GR1623
 GR1623  HISTORY     - Date     Condition        Report By
 GR1623  HISTORY     - 1948     MONUMENTED       USGS
 GR1623
 GR1623                          STATION DESCRIPTION
 GR1623
 GR1623'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1623'LOCATED ABOUT 1.4 MI SE. OF THE TEMPLE.  ON ROCKY SIDEHILL, ABOUT
 GR1623'10 FT. ABOVE HIGH WATER MARK.
 GR1623'
 GR1623'TO REACH NOT GIVEN.
 GR1623'
 GR1623'STATION MARK--STANDARD TABLET STAMPED---N119 1948---, CEMENTED IN
 GR1623'TOP OF BOULDER IN PLACE.
 GR1623'
 GR1623'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0308 ***********************************************************************
 JR0308  DESIGNATION -  N 12
 JR0308  PID         -  JR0308
 JR0308  STATE/COUNTY-  NV/MINERAL
 JR0308  USGS QUAD   -  MINA NW (1982)
 JR0308
 JR0308                         *CURRENT SURVEY CONTROL
 JR0308  ___________________________________________________________________
 JR0308* NAD 83(1986)-  38 28 18.     (N)    118 09 08.     (W)     SCALED    
 JR0308* NAVD 88     -      1359.990  (meters)    4461.90   (feet)  ADJUSTED  
 JR0308  ___________________________________________________________________
 JR0308  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 JR0308  DYNAMIC HT  -        1358.613 (meters)    4457.38  (feet)  COMP
 JR0308  MODELED GRAV-     979,569.2   (mgal)                       NAVD 88
 JR0308
 JR0308  VERT ORDER  -  FIRST     CLASS II
 JR0308
 JR0308.The horizontal coordinates were scaled from a topographic map and have
 JR0308.an estimated accuracy of +/- 6 seconds.
 JR0308
 JR0308.The orthometric height was determined by differential leveling
 JR0308.and adjusted by the National Geodetic Survey in June 1991..
 JR0308
 JR0308.The geoid height was determined by GEOID03.
 JR0308
 JR0308.The dynamic height is computed by dividing the NAVD 88
 JR0308.geopotential number by the normal gravity value computed on the
 JR0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0308.degrees latitude (g = 980.6199 gals.).
 JR0308
 JR0308.The modeled gravity was interpolated from observed gravity values.
 JR0308
 JR0308;                    North         East    Units  Estimated Accuracy
 JR0308;SPC NV W     - 4,413,040.      837,620.      MT  (+/- 180 meters Scaled)
 JR0308
 JR0308                          SUPERSEDED SURVEY CONTROL
 JR0308
 JR0308  NGVD 29 (??/??/92) 1358.863  (m)         4458.20   (f) ADJ UNCH    1 2
 JR0308
 JR0308.Superseded values are not recommended for survey control.
 JR0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0308.See file dsdata.txt to determine how the superseded data were derived.
 JR0308
 JR0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC994587(NAD 83)
 JR0308_MARKER: P = PIPE CAP
 JR0308_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0308_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0308_STAMPING: N 12 1907 4458.190
 JR0308_MARK LOGO: USGS  
 JR0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0308
 JR0308  HISTORY     - Date     Condition        Report By
 JR0308  HISTORY     - 1907     MONUMENTED       USGS
 JR0308  HISTORY     - 1953     GOOD             NGS
 JR0308  HISTORY     - 1984     GOOD             NGS
 JR0308
 JR0308                          STATION DESCRIPTION
 JR0308
 JR0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0308'2.8 MI SE FROM LUNING.
 JR0308'2.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0308'FROM THE STATION AT LUNING, ONE POLE SOUTHEAST OF MILEPOLE 411, 0.6
 JR0308'MILE NORTHWEST OF THE CROSSING OF A DIRT ROAD, 27.8 FEET SOUTHWEST
 JR0308'OF THE SOUTHWEST RAIL, 3.5 FEET SOUTHEAST OF A TELEPHONE POLE,
 JR0308'IN LINE WITH A ROW OF POLES, 1.2 FEET NORTHEAST OF A WITNESS POST,
 JR0308'ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH
 JR0308'IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.
 JR0308
 JR0308                          STATION RECOVERY (1984)
 JR0308
 JR0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JR0308'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 JR0308'NOTE--TELEPHONE LINE NO LONGER EXISTS.  ADD 62.0 METERS (203 FT)
 JR0308'SOUTHEAST OF MILEPOLE 411.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1624 ***********************************************************************
 GR1624  DESIGNATION -  N 12
 GR1624  PID         -  GR1624
 GR1624  STATE/COUNTY-  NV/CLARK
 GR1624  USGS QUAD   -  CALLVILLE BAY (1983)
 GR1624
 GR1624                         *CURRENT SURVEY CONTROL
 GR1624  ___________________________________________________________________
 GR1624* NAD 83(1994)-  36 08 18.59477(N)    114 38 58.48631(W)     ADJUSTED  
 GR1624* NAVD 88     -       367.7    (meters)    1206.     (feet)  VERTCON   
 GR1624  ___________________________________________________________________
 GR1624  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 GR1624  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 GR1624
 GR1624  HORZ ORDER  -  THIRD
 GR1624
 GR1624.The horizontal coordinates were established by classical geodetic methods
 GR1624.and adjusted by the National Geodetic Survey in June 1998..
 GR1624
 GR1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1624
 GR1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1624
 GR1624.The geoid height was determined by GEOID03.
 GR1624
 GR1624;                    North         East     Units Scale Factor Converg.
 GR1624;SPC NV E     - 8,154,440.630   284,035.969   MT  0.99998699   +0 33 02.5
 GR1624;SPC NV E     -26,753,360.63    931,874.67   sFT  0.99998699   +0 33 02.5
 GR1624;SPC AZ W     -   570,273.036   132,397.027   MT  1.00001407   -0 31 50.0
 GR1624;SPC AZ W     - 1,870,974.53    434,373.45   iFT  1.00001407   -0 31 50.0
 GR1624;UTM  11      - 4,001,869.167   711,485.000   MT  1.00015112   +1 23 11.9
 GR1624
 GR1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1624!SPC NV E     -   0.99994668  x   0.99998699  =   0.99993367
 GR1624!SPC AZ W     -   0.99994668  x   1.00001407  =   0.99996075
 GR1624!UTM  11      -   0.99994668  x   1.00015112  =   1.00009779
 GR1624
 GR1624:                Primary Azimuth Mark                     Grid Az
 GR1624:SPC NV E     -  A 7                                      213 50 20.5
 GR1624:SPC AZ W     -  A 7                                      214 55 13.0
 GR1624:UTM  11      -  A 7                                      213 00 11.1
 GR1624
 GR1624|---------------------------------------------------------------------|
 GR1624| PID    Reference Object                     Distance      Geod. Az  |
 GR1624|                                                           dddmmss.s |
 GR1624| GR1561 A 7                                 APPROX. 2.4 KM 2142323.0 |
 GR1624|---------------------------------------------------------------------|
 GR1624
 GR1624                          SUPERSEDED SURVEY CONTROL
 GR1624
 GR1624  NAD 83(1994)-  36 08 18.59476(N)    114 38 58.48632(W) AD(       ) 3
 GR1624  NAD 83(1992)-  36 08 18.59476(N)    114 38 58.48630(W) AD(       ) 3
 GR1624  NAD 83(1986)-  36 08 18.58041(N)    114 38 58.47579(W) AD(       ) 3
 GR1624  NGVD 29 (06/27/88)  367.0    (m)         1204.     (f) VERT ANG       
 GR1624
 GR1624.Superseded values are not recommended for survey control.
 GR1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1624.See file dsdata.txt to determine how the superseded data were derived.
 GR1624
 GR1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1148501869(NAD 83)
 GR1624_MARKER: DS = TRIANGULATION STATION DISK
 GR1624_SETTING: 80 = SET IN A BOULDER
 GR1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1624+STABILITY: SURFACE MOTION
 GR1624
 GR1624  HISTORY     - Date     Condition        Report By
 GR1624  HISTORY     - 1948     MONUMENTED       USGS
 GR1624
 GR1624                          STATION DESCRIPTION
 GR1624
 GR1624'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1624'LOCATED ABOUT 1.5 MI NE. OF BEACON ISLAND.  AT ABOUT MIDWAY ON
 GR1624'HIGHEST POINT OF LONG, THIN RIDGE EXTENDING SOUTHWEST FROM NEVADA
 GR1624'SIDE OF LAKE.
 GR1624'
 GR1624'TO REACH NOT GIVEN.
 GR1624'
 GR1624'STATION MARK--STANDARD TABLET STAMPED---N12 1948---, CEMENTED IN
 GR1624'ROCK SET FLUSH WITH GROUND.
 GR1624'
 GR1624'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1625 ***********************************************************************
 GR1625  DESIGNATION -  N 120
 GR1625  PID         -  GR1625
 GR1625  STATE/COUNTY-  NV/CLARK
 GR1625  USGS QUAD   -  THE TEMPLE (1983)
 GR1625
 GR1625                         *CURRENT SURVEY CONTROL
 GR1625  ___________________________________________________________________
 GR1625* NAD 83(1994)-  36 01 28.06733(N)    114 15 06.62476(W)     ADJUSTED  
 GR1625* NAVD 88     -       367.7    (meters)    1206.     (feet)  VERTCON   
 GR1625  ___________________________________________________________________
 GR1625  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 GR1625  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 GR1625
 GR1625  HORZ ORDER  -  THIRD
 GR1625
 GR1625.The horizontal coordinates were established by classical geodetic methods
 GR1625.and adjusted by the National Geodetic Survey in June 1998..
 GR1625
 GR1625.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1625
 GR1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1625
 GR1625.The geoid height was determined by GEOID03.
 GR1625
 GR1625;                    North         East     Units Scale Factor Converg.
 GR1625;SPC NV E     - 8,142,204.796   320,006.600   MT  1.00007740   +0 46 59.5
 GR1625;SPC NV E     -26,713,216.90  1,049,888.32   sFT  1.00007740   +0 46 59.5
 GR1625;SPC AZ W     -   557,362.107   168,129.050   MT  0.99995853   -0 17 42.5
 GR1625;SPC AZ W     - 1,828,615.84    551,604.49   iFT  0.99995853   -0 17 42.5
 GR1625;UTM  11      - 3,990,156.195   747,638.104   MT  1.00035570   +1 37 01.6
 GR1625
 GR1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1625!SPC NV E     -   0.99994664  x   1.00007740  =   1.00002404
 GR1625!SPC AZ W     -   0.99994664  x   0.99995853  =   0.99990517
 GR1625!UTM  11      -   0.99994664  x   1.00035570  =   1.00030232
 GR1625
 GR1625:                Primary Azimuth Mark                     Grid Az
 GR1625:SPC NV E     -  A 43                                     229 07 28.7
 GR1625:SPC AZ W     -  A 43                                     230 12 10.7
 GR1625:UTM  11      -  A 43                                     228 17 26.6
 GR1625
 GR1625|---------------------------------------------------------------------|
 GR1625| PID    Reference Object                     Distance      Geod. Az  |
 GR1625|                                                           dddmmss.s |
 GR1625| GR1532 A 43                                APPROX. 1.0 KM 2295428.2 |
 GR1625|---------------------------------------------------------------------|
 GR1625
 GR1625                          SUPERSEDED SURVEY CONTROL
 GR1625
 GR1625  NAD 83(1992)-  36 01 28.06733(N)    114 15 06.62476(W) AD(       ) 3
 GR1625  NAD 83(1986)-  36 01 28.05976(N)    114 15 06.62125(W) AD(       ) 3
 GR1625  NGVD 29 (06/27/88)  367.0    (m)         1204.     (f) VERT ANG       
 GR1625
 GR1625.Superseded values are not recommended for survey control.
 GR1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1625.See file dsdata.txt to determine how the superseded data were derived.
 GR1625
 GR1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4763890156(NAD 83)
 GR1625_MARKER: DS = TRIANGULATION STATION DISK
 GR1625_SETTING: 80 = SET IN A BOULDER
 GR1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1625+STABILITY: SURFACE MOTION
 GR1625
 GR1625  HISTORY     - Date     Condition        Report By
 GR1625  HISTORY     - 1948     MONUMENTED       USGS
 GR1625
 GR1625                          STATION DESCRIPTION
 GR1625
 GR1625'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1625'LOCATED ABOUT 2 MI SE. OF THE TEMPLE, ABOUT 1.3 MI NW. OF N.P.S.
 GR1625'LIGHT BASE AT WEST END OF VIRGIN CANYON.  AT END OF SMALL, STEEP,
 GR1625'SHARP RIDGE, ABOUT LEVEL WITH HIGH WATER MARK.
 GR1625'
 GR1625'TO REACH NOT GIVEN.
 GR1625'
 GR1625'STATION MARK--STANDARD TABLET STAMPED---N120 1948---, CEMENTED IN
 GR1625'TOP OF BOULDER IN PLACE.
 GR1625'
 GR1625'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0253 ***********************************************************************
 JP0253  DESIGNATION -  N 121
 JP0253  PID         -  JP0253
 JP0253  STATE/COUNTY-  NV/NYE
 JP0253  USGS QUAD   -  DUCKWATER SE (1990)
 JP0253
 JP0253                         *CURRENT SURVEY CONTROL
 JP0253  ___________________________________________________________________
 JP0253* NAD 83(1994)-  38 50 25.61884(N)    115 36 03.31861(W)     ADJUSTED  
 JP0253* NAVD 88     -      1551.130  (meters)    5089.00   (feet)  ADJUSTED  
 JP0253  ___________________________________________________________________
 JP0253  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 JP0253  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 JP0253  DYNAMIC HT  -        1549.528 (meters)    5083.74  (feet)  COMP
 JP0253  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 JP0253
 JP0253  HORZ ORDER  -  FIRST
 JP0253  VERT ORDER  -  SECOND    CLASS 0
 JP0253
 JP0253.The horizontal coordinates were established by classical geodetic methods
 JP0253.and adjusted by the National Geodetic Survey in June 1998..
 JP0253
 JP0253.The orthometric height was determined by differential leveling
 JP0253.and adjusted by the National Geodetic Survey in June 1991..
 JP0253
 JP0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0253
 JP0253.The geoid height was determined by GEOID03.
 JP0253
 JP0253.The dynamic height is computed by dividing the NAVD 88
 JP0253.geopotential number by the normal gravity value computed on the
 JP0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0253.degrees latitude (g = 980.6199 gals.).
 JP0253
 JP0253.The modeled gravity was interpolated from observed gravity values.
 JP0253
 JP0253;                    North         East     Units Scale Factor Converg.
 JP0253;SPC NV C     - 6,454,427.634   592,520.521   MT  1.00000537   +0 40 06.4
 JP0253;SPC NV C     -21,175,901.33  1,943,961.08   sFT  1.00000537   +0 40 06.4
 JP0253;SPC NV E     - 8,453,888.096   198,473.108   MT  0.99990003   -0 00 39.7
 JP0253;SPC NV E     -27,735,797.86    651,157.19   sFT  0.99990003   -0 00 39.7
 JP0253;UTM  11      - 4,300,001.203   621,422.844   MT  0.99978155   +0 52 39.2
 JP0253
 JP0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0253!SPC NV C     -   0.99976020  x   1.00000537  =   0.99976557
 JP0253!SPC NV E     -   0.99976020  x   0.99990003  =   0.99966025
 JP0253!UTM  11      -   0.99976020  x   0.99978155  =   0.99954180
 JP0253
 JP0253|---------------------------------------------------------------------|
 JP0253| PID    Reference Object                     Distance      Geod. Az  |
 JP0253|                                                           dddmmss.s |
 JP0253| DC9773 N 121 RM 1                           11.346 METERS 06617     |
 JP0253| DC9774 N 121 RM 2                           14.233 METERS 16314     |
 JP0253| DC9772 N 121 AZ MK                                        3161813.7 |
 JP0253|---------------------------------------------------------------------|
 JP0253
 JP0253                          SUPERSEDED SURVEY CONTROL
 JP0253
 JP0253  NAD 83(1986)-  38 50 25.61420(N)    115 36 03.31818(W) AD(       ) 1
 JP0253  NAD 27      -  38 50 25.85400(N)    115 36 00.19400(W) AD(       ) 1
 JP0253  NGVD 29 (??/??/92) 1549.983  (m)         5085.24   (f) ADJ UNCH    2 0
 JP0253
 JP0253.Superseded values are not recommended for survey control.
 JP0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0253.See file dsdata.txt to determine how the superseded data were derived.
 JP0253
 JP0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD2142300001(NAD 83)
 JP0253_MARKER: DB = BENCH MARK DISK
 JP0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0253_STAMPING: N 121 1934
 JP0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0253+STABILITY: SURFACE MOTION
 JP0253
 JP0253  HISTORY     - Date     Condition        Report By
 JP0253  HISTORY     - 1934     MONUMENTED       CGS
 JP0253  HISTORY     - 1939     GOOD             CGS
 JP0253
 JP0253                          STATION DESCRIPTION
 JP0253
 JP0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JP0253'6.1 MI S FROM DUCKWATER.
 JP0253'6.1 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JP0253'DUCKWATER, NYE COUNTY, 440 YARDS NORTHWEST OF A 12-FOOT WOODEN BRIDGE
 JP0253'ON THE HIGHWAY, AND 70 FEET SOUTHWEST OF THE CENTERLINE OF THE
 JP0253'HIGHWAY.  A STANDARD DISK, STAMPED N 121 1934 AND SET IN THE TOP OF A
 JP0253'CONCRETE POST.
 JP0253
 JP0253                          STATION RECOVERY (1939)
 JP0253
 JP0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0253'STATION BENCH MARK N 121 1934 1939, LIES IN FLOOR OF RAILROAD
 JP0253'VALLEY 9.5 MILES NW OF CURRANT POST OFFICE OR CALLOWAYS RANCH,
 JP0253'ON THE ROAD TO DUCKWATER.  IT IS 50 FEET SW OF ROAD, 0.2 MILE
 JP0253'NW OF WOOD CULVERT.
 JP0253'
 JP0253'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JP0253'SET IN CONCRETE.
 JP0253'
 JP0253'MARK IS STANDARD BENCH MARK IN CONCRETE 10 INCHES SQUARE,
 JP0253'STAMPED N 121 1934.  PROJECTS 8 INCHES.
 JP0253'
 JP0253'REFERENCE MARK NO. 1 IS ENE IN 10-INCHES SQUARE CONCRETE 20
 JP0253'FEET SW OF ROAD, PROJECTING 1 FOOT, STAMPED 1 B.M. N 121 1934
 JP0253'1939.  SAME ELEVATION AS STATION.  REFERENCE MARK NO. 2 IS SSE
 JP0253'IN 10-INCHES SQUARE CONCRETE PROJECTING 1 FOOT, STAMPED 2 B.M.
 JP0253'N 121 1934 1939.  SAME ELEVATION AS STATION.
 JP0253'
 JP0253'AZIMUTH MARK IS NW OF STATION, 45 FEET NE OF ROAD, IN 10-INCHES
 JP0253'SQUARE CONCRETE PROJECTING 1 FOOT, STAMPED B.M. N 121 1934
 JP0253'1939.
 JP0253'
 JP0253'AT STATION, A 4 X 4-INCH STAKE, PAINTED WHITE, PROJECTING 2 FEET,
 JP0253'SW, SET 1.48 METERS (4.86 FEET).
 JP0253'
 JP0253'NO IDENTIFYING FEATURES IN VICINITY.  AT AZIMUTH MARK, A 4 X 4-INCH
 JP0253'STAKE, PAINTED WHITE, PROJECTING 2.2 FEET, ENE OF MARK, SET
 JP0253'1.27 METERS (4.15 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1626 ***********************************************************************
 GR1626  DESIGNATION -  N 121
 GR1626  PID         -  GR1626
 GR1626  STATE/COUNTY-  NV/CLARK
 GR1626  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1626
 GR1626                         *CURRENT SURVEY CONTROL
 GR1626  ___________________________________________________________________
 GR1626* NAD 83(1994)-  36 01 18.86926(N)    114 14 44.81621(W)     ADJUSTED  
 GR1626* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1626  ___________________________________________________________________
 GR1626  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 GR1626  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 GR1626
 GR1626  HORZ ORDER  -  THIRD
 GR1626
 GR1626.The horizontal coordinates were established by classical geodetic methods
 GR1626.and adjusted by the National Geodetic Survey in June 1998..
 GR1626
 GR1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1626
 GR1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1626
 GR1626.The geoid height was determined by GEOID03.
 GR1626
 GR1626;                    North         East     Units Scale Factor Converg.
 GR1626;SPC NV E     - 8,141,928.778   320,556.521   MT  1.00007903   +0 47 12.1
 GR1626;SPC NV E     -26,712,311.33  1,051,692.52   sFT  1.00007903   +0 47 12.1
 GR1626;SPC AZ W     -   557,075.824   168,673.614   MT  0.99995793   -0 17 29.7
 GR1626;SPC AZ W     - 1,827,676.59    553,391.12   iFT  0.99995793   -0 17 29.7
 GR1626;UTM  11      - 3,989,888.135   748,192.138   MT  1.00035908   +1 37 14.0
 GR1626
 GR1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1626!SPC NV E     -   0.99994695  x   1.00007903  =   1.00002598
 GR1626!SPC AZ W     -   0.99994695  x   0.99995793  =   0.99990489
 GR1626!UTM  11      -   0.99994695  x   1.00035908  =   1.00030601
 GR1626
 GR1626                          SUPERSEDED SURVEY CONTROL
 GR1626
 GR1626  NAD 83(1992)-  36 01 18.86926(N)    114 14 44.81621(W) AD(       ) 3
 GR1626  NAD 83(1986)-  36 01 18.86182(N)    114 14 44.81287(W) AD(       ) 3
 GR1626  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1626
 GR1626.Superseded values are not recommended for survey control.
 GR1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1626.See file dsdata.txt to determine how the superseded data were derived.
 GR1626
 GR1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4819289888(NAD 83)
 GR1626_MARKER: DS = TRIANGULATION STATION DISK
 GR1626_SETTING: 80 = SET IN A BOULDER
 GR1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1626+STABILITY: SURFACE MOTION
 GR1626
 GR1626  HISTORY     - Date     Condition        Report By
 GR1626  HISTORY     - 1948     MONUMENTED       USGS
 GR1626
 GR1626                          STATION DESCRIPTION
 GR1626
 GR1626'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1626'NOT OCCUPIED.
 GR1626'
 GR1626'LOCATED ABOUT 1 MI NW. OF N.P.S. LIGHT BASE AT WEST END OF VIRGIN
 GR1626'CANYON.  ABOUT 50 FT. NW. OF HIGH WATER MARK AT SOUTHEAST END OF
 GR1626'PROMINENT POINT FORMING WEST SIDE OF PROMINENT BAY, ABOUT 10 FT.
 GR1626'ABOVE HIGH WATER MARK.
 GR1626'
 GR1626'STATION MARK--STANDARD TABLET STAMPED---N121 1948---, CEMENTED IN
 GR1626'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1627 ***********************************************************************
 GR1627  DESIGNATION -  N 122
 GR1627  PID         -  GR1627
 GR1627  STATE/COUNTY-  NV/CLARK
 GR1627  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1627
 GR1627                         *CURRENT SURVEY CONTROL
 GR1627  ___________________________________________________________________
 GR1627* NAD 83(1994)-  36 01 09.03730(N)    114 14 19.63536(W)     ADJUSTED  
 GR1627* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1627  ___________________________________________________________________
 GR1627  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 GR1627  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 GR1627
 GR1627  HORZ ORDER  -  THIRD
 GR1627
 GR1627.The horizontal coordinates were established by classical geodetic methods
 GR1627.and adjusted by the National Geodetic Survey in June 1998..
 GR1627
 GR1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1627
 GR1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1627
 GR1627.The geoid height was determined by GEOID03.
 GR1627
 GR1627;                    North         East     Units Scale Factor Converg.
 GR1627;SPC NV E     - 8,141,634.421   321,191.186   MT  1.00008092   +0 47 26.8
 GR1627;SPC NV E     -26,711,345.60  1,053,774.75   sFT  1.00008092   +0 47 26.8
 GR1627;SPC AZ W     -   556,769.614   169,302.551   MT  0.99995724   -0 17 14.8
 GR1627;SPC AZ W     - 1,826,671.96    555,454.56   iFT  0.99995724   -0 17 14.8
 GR1627;UTM  11      - 3,989,602.965   748,831.199   MT  1.00036300   +1 37 28.5
 GR1627
 GR1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1627!SPC NV E     -   0.99994695  x   1.00008092  =   1.00002787
 GR1627!SPC AZ W     -   0.99994695  x   0.99995724  =   0.99990419
 GR1627!UTM  11      -   0.99994695  x   1.00036300  =   1.00030993
 GR1627
 GR1627:                Primary Azimuth Mark                     Grid Az
 GR1627:SPC NV E     -  A 44                                     225 15 37.7
 GR1627:SPC AZ W     -  A 44                                     226 20 19.3
 GR1627:UTM  11      -  A 44                                     224 25 36.0
 GR1627
 GR1627|---------------------------------------------------------------------|
 GR1627| PID    Reference Object                     Distance      Geod. Az  |
 GR1627|                                                           dddmmss.s |
 GR1627| GR1533 A 44                                APPROX. 1.2 KM 2260304.5 |
 GR1627|---------------------------------------------------------------------|
 GR1627
 GR1627                          SUPERSEDED SURVEY CONTROL
 GR1627
 GR1627  NAD 83(1992)-  36 01 09.03731(N)    114 14 19.63537(W) AD(       ) 3
 GR1627  NAD 83(1986)-  36 01 09.03000(N)    114 14 19.63223(W) AD(       ) 3
 GR1627  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1627
 GR1627.Superseded values are not recommended for survey control.
 GR1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1627.See file dsdata.txt to determine how the superseded data were derived.
 GR1627
 GR1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4883189603(NAD 83)
 GR1627_MARKER: DS = TRIANGULATION STATION DISK
 GR1627_SETTING: 80 = SET IN A BOULDER
 GR1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1627+STABILITY: SURFACE MOTION
 GR1627
 GR1627  HISTORY     - Date     Condition        Report By
 GR1627  HISTORY     - 1948     MONUMENTED       USGS
 GR1627
 GR1627                          STATION DESCRIPTION
 GR1627
 GR1627'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1627'LOCATED ABOUT 0.6 MI N. OF N.P.S. LIGHT BASE AT WEST END OF
 GR1627'VIRGIN CANYON.  IN VIRGIN CANYON, ABOUT 25 FT. N. OF HIGH WATER
 GR1627'MARK AT SOUTH END OF RIDGE WHICH FORMS EAST SIDE OF BAY, ABOUT 10
 GR1627'FT. ABOVE HIGH WATER MARK.
 GR1627'
 GR1627'TO REACH NOT GIVEN.
 GR1627'
 GR1627'STATION MARK--STANDARD TABLET STAMPED---N122 1948---, CEMENTED IN
 GR1627'TOP OF BOULDER IN PLACE.
 GR1627'
 GR1627'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1628 ***********************************************************************
 GR1628  DESIGNATION -  N 123
 GR1628  PID         -  GR1628
 GR1628  STATE/COUNTY-  NV/CLARK
 GR1628  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1628
 GR1628                         *CURRENT SURVEY CONTROL
 GR1628  ___________________________________________________________________
 GR1628* NAD 83(1994)-  36 01 05.98245(N)    114 13 48.82448(W)     ADJUSTED  
 GR1628* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1628  ___________________________________________________________________
 GR1628  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 GR1628  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 GR1628
 GR1628  HORZ ORDER  -  THIRD
 GR1628
 GR1628.The horizontal coordinates were established by classical geodetic methods
 GR1628.and adjusted by the National Geodetic Survey in June 1998..
 GR1628
 GR1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1628
 GR1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1628
 GR1628.The geoid height was determined by GEOID03.
 GR1628
 GR1628;                    North         East     Units Scale Factor Converg.
 GR1628;SPC NV E     - 8,141,550.948   321,963.969   MT  1.00008323   +0 47 44.8
 GR1628;SPC NV E     -26,711,071.74  1,056,310.12   sFT  1.00008323   +0 47 44.8
 GR1628;SPC AZ W     -   556,671.626   170,073.530   MT  0.99995641   -0 16 56.6
 GR1628;SPC AZ W     - 1,826,350.48    557,984.02   iFT  0.99995641   -0 16 56.6
 GR1628;UTM  11      - 3,989,530.726   749,605.335   MT  1.00036775   +1 37 46.5
 GR1628
 GR1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1628!SPC NV E     -   0.99994695  x   1.00008323  =   1.00003017
 GR1628!SPC AZ W     -   0.99994695  x   0.99995641  =   0.99990336
 GR1628!UTM  11      -   0.99994695  x   1.00036775  =   1.00031468
 GR1628
 GR1628:                Primary Azimuth Mark                     Grid Az
 GR1628:SPC NV E     -  A 45                                     215 32 44.3
 GR1628:SPC AZ W     -  A 45                                     216 37 25.7
 GR1628:UTM  11      -  A 45                                     214 42 42.6
 GR1628
 GR1628|---------------------------------------------------------------------|
 GR1628| PID    Reference Object                     Distance      Geod. Az  |
 GR1628|                                                           dddmmss.s |
 GR1628| GR1534 A 45                                APPROX. 1.2 KM 2162029.1 |
 GR1628|---------------------------------------------------------------------|
 GR1628
 GR1628                          SUPERSEDED SURVEY CONTROL
 GR1628
 GR1628  NAD 83(1992)-  36 01 05.98245(N)    114 13 48.82448(W) AD(       ) 3
 GR1628  NAD 83(1986)-  36 01 05.97524(N)    114 13 48.82160(W) AD(       ) 3
 GR1628  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1628
 GR1628.Superseded values are not recommended for survey control.
 GR1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1628.See file dsdata.txt to determine how the superseded data were derived.
 GR1628
 GR1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV4960589531(NAD 83)
 GR1628_MARKER: DS = TRIANGULATION STATION DISK
 GR1628_SETTING: 80 = SET IN A BOULDER
 GR1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1628+STABILITY: SURFACE MOTION
 GR1628
 GR1628  HISTORY     - Date     Condition        Report By
 GR1628  HISTORY     - 1948     MONUMENTED       USGS
 GR1628
 GR1628                          STATION DESCRIPTION
 GR1628
 GR1628'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1628'LOCATED ABOUT 0.8 MI NE. OF N.P.S. LIGHT BASE AT WEST END OF
 GR1628'VIRGIN CANYON.  IN VIRGIN CANYON, ABOUT 10 FT. N. OF HIGH WATER
 GR1628'MARK AT SOUTH EDGE OF ROCKY SIDEHILL, ABOUT 10 FT. ABOVE HIGH
 GR1628'WATER MARK.
 GR1628'
 GR1628'TO REACH NOT GIVEN.
 GR1628'
 GR1628'STATION MARK--STANDARD TABLET STAMPED---N123 1948---, CEMENTED IN
 GR1628'TOP OF BOULDER IN PLACE.
 GR1628'
 GR1628'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1629 ***********************************************************************
 GR1629  DESIGNATION -  N 124
 GR1629  PID         -  GR1629
 GR1629  STATE/COUNTY-  NV/CLARK
 GR1629  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1629
 GR1629                         *CURRENT SURVEY CONTROL
 GR1629  ___________________________________________________________________
 GR1629* NAD 83(1994)-  36 01 03.27009(N)    114 13 25.48495(W)     ADJUSTED  
 GR1629* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1629  ___________________________________________________________________
 GR1629  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 GR1629  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 GR1629
 GR1629  HORZ ORDER  -  THIRD
 GR1629
 GR1629.The horizontal coordinates were established by classical geodetic methods
 GR1629.and adjusted by the National Geodetic Survey in June 1998..
 GR1629
 GR1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1629
 GR1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1629
 GR1629.The geoid height was determined by GEOID03.
 GR1629
 GR1629;                    North         East     Units Scale Factor Converg.
 GR1629;SPC NV E     - 8,141,475.485   322,549.543   MT  1.00008500   +0 47 58.5
 GR1629;SPC NV E     -26,710,824.15  1,058,231.29   sFT  1.00008500   +0 47 58.5
 GR1629;SPC AZ W     -   556,585.169   170,657.505   MT  0.99995579   -0 16 42.9
 GR1629;SPC AZ W     - 1,826,066.83    559,899.95   iFT  0.99995579   -0 16 42.9
 GR1629;UTM  11      - 3,989,463.773   750,192.112   MT  1.00037137   +1 38 00.2
 GR1629
 GR1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1629!SPC NV E     -   0.99994694  x   1.00008500  =   1.00003194
 GR1629!SPC AZ W     -   0.99994694  x   0.99995579  =   0.99990273
 GR1629!UTM  11      -   0.99994694  x   1.00037137  =   1.00031829
 GR1629
 GR1629:                Primary Azimuth Mark                     Grid Az
 GR1629:SPC NV E     -  A 47                                     159 51 40.3
 GR1629:SPC AZ W     -  A 47                                     160 56 21.7
 GR1629:UTM  11      -  A 47                                     159 01 38.6
 GR1629
 GR1629|---------------------------------------------------------------------|
 GR1629| PID    Reference Object                     Distance      Geod. Az  |
 GR1629|                                                           dddmmss.s |
 GR1629| GR1536 A 47                                488.689 METERS 1603938.8 |
 GR1629| GR1535 A 46                                APPROX. 1.0 KM 2122029.7 |
 GR1629|---------------------------------------------------------------------|
 GR1629
 GR1629                          SUPERSEDED SURVEY CONTROL
 GR1629
 GR1629  NAD 83(1992)-  36 01 03.27009(N)    114 13 25.48496(W) AD(       ) 3
 GR1629  NAD 83(1986)-  36 01 03.26295(N)    114 13 25.48227(W) AD(       ) 3
 GR1629  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1629
 GR1629.Superseded values are not recommended for survey control.
 GR1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1629.See file dsdata.txt to determine how the superseded data were derived.
 GR1629
 GR1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5019289464(NAD 83)
 GR1629_MARKER: DS = TRIANGULATION STATION DISK
 GR1629_SETTING: 66 = SET IN ROCK OUTCROP
 GR1629_SP_SET: SET IN ROCK OUTCROP
 GR1629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1629+STABILITY: POSITION/ELEVATION WELL
 GR1629
 GR1629  HISTORY     - Date     Condition        Report By
 GR1629  HISTORY     - 1948     MONUMENTED       USGS
 GR1629
 GR1629                          STATION DESCRIPTION
 GR1629
 GR1629'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1629'LOCATED ABOUT 0.9 MI NE. OF N.P.S. LIGHT BASE AT WEST END OF
 GR1629'VIRGIN CANYON.  IN VIRGIN CANYON, ON ROCKY SIDEHILL, ABOUT 3 FT.
 GR1629'BELOW HIGH WATER MARK.
 GR1629'
 GR1629'TO REACH NOT GIVEN.
 GR1629'
 GR1629'STATION MARK--STANDARD TABLET STAMPED---N124 1948---, CEMENTED IN
 GR1629'ROCK OUTCROP.
 GR1629'
 GR1629'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1630 ***********************************************************************
 GR1630  DESIGNATION -  N 125
 GR1630  PID         -  GR1630
 GR1630  STATE/COUNTY-  NV/CLARK
 GR1630  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1630
 GR1630                         *CURRENT SURVEY CONTROL
 GR1630  ___________________________________________________________________
 GR1630* NAD 83(1994)-  36 01 04.34898(N)    114 12 55.00743(W)     ADJUSTED  
 GR1630* NAVD 88     -       364.7    (meters)    1197.     (feet)  VERTCON   
 GR1630  ___________________________________________________________________
 GR1630  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 GR1630  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 GR1630
 GR1630  HORZ ORDER  -  THIRD
 GR1630
 GR1630.The horizontal coordinates were established by classical geodetic methods
 GR1630.and adjusted by the National Geodetic Survey in June 1998..
 GR1630
 GR1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1630
 GR1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1630
 GR1630.The geoid height was determined by GEOID03.
 GR1630
 GR1630;                    North         East     Units Scale Factor Converg.
 GR1630;SPC NV E     - 8,141,519.422   323,312.221   MT  1.00008731   +0 48 16.4
 GR1630;SPC NV E     -26,710,968.30  1,060,733.51   sFT  1.00008731   +0 48 16.4
 GR1630;SPC AZ W     -   556,614.744   171,420.775   MT  0.99995500   -0 16 25.0
 GR1630;SPC AZ W     - 1,826,163.86    562,404.12   iFT  0.99995500   -0 16 25.0
 GR1630;UTM  11      - 3,989,518.820   750,954.289   MT  1.00037607   +1 38 18.2
 GR1630
 GR1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1630!SPC NV E     -   0.99994709  x   1.00008731  =   1.00003440
 GR1630!SPC AZ W     -   0.99994709  x   0.99995500  =   0.99990210
 GR1630!UTM  11      -   0.99994709  x   1.00037607  =   1.00032314
 GR1630
 GR1630:                Primary Azimuth Mark                     Grid Az
 GR1630:SPC NV E     -  A 49                                     150 05 24.0
 GR1630:SPC AZ W     -  A 49                                     151 10 05.4
 GR1630:UTM  11      -  A 49                                     149 15 22.2
 GR1630
 GR1630|---------------------------------------------------------------------|
 GR1630| PID    Reference Object                     Distance      Geod. Az  |
 GR1630|                                                           dddmmss.s |
 GR1630| GR1538 A 49                                498.203 METERS 1505340.4 |
 GR1630| GR1536 A 47                                APPROX. 0.8 KM 2303439.5 |
 GR1630|---------------------------------------------------------------------|
 GR1630
 GR1630                          SUPERSEDED SURVEY CONTROL
 GR1630
 GR1630  NAD 83(1992)-  36 01 04.34898(N)    114 12 55.00743(W) AD(       ) 3
 GR1630  NAD 83(1986)-  36 01 04.34190(N)    114 12 55.00499(W) AD(       ) 3
 GR1630  NGVD 29 (06/27/88)  364.0    (m)         1194.     (f) VERT ANG       
 GR1630
 GR1630.Superseded values are not recommended for survey control.
 GR1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1630.See file dsdata.txt to determine how the superseded data were derived.
 GR1630
 GR1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5095489519(NAD 83)
 GR1630_MARKER: DS = TRIANGULATION STATION DISK
 GR1630_SETTING: 66 = SET IN ROCK OUTCROP
 GR1630_SP_SET: SET IN ROCK OUTCROP
 GR1630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1630+STABILITY: POSITION/ELEVATION WELL
 GR1630
 GR1630  HISTORY     - Date     Condition        Report By
 GR1630  HISTORY     - 1948     MONUMENTED       USGS
 GR1630
 GR1630                          STATION DESCRIPTION
 GR1630
 GR1630'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1630'LOCATED ABOUT 3.8 MI W. OF N.P.S. LIGHT BASE ON ROCKY POINT.  IN
 GR1630'VIRGIN CANYON, ABOUT 10 FT. N. OF HIGH WATER MARK AT SOUTH END OF
 GR1630'RIDGE, ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GR1630'
 GR1630'TO REACH NOT GIVEN.
 GR1630'
 GR1630'STATION MARK--STANDARD TABLET STAMPED---N125 1948---, CEMENTED IN
 GR1630'ROCK OUTCROP.
 GR1630'
 GR1630'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1631 ***********************************************************************
 GR1631  DESIGNATION -  N 126
 GR1631  PID         -  GR1631
 GR1631  STATE/COUNTY-  NV/CLARK
 GR1631  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1631
 GR1631                         *CURRENT SURVEY CONTROL
 GR1631  ___________________________________________________________________
 GR1631* NAD 83(1994)-  36 01 08.45529(N)    114 12 25.05195(W)     ADJUSTED  
 GR1631* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1631  ___________________________________________________________________
 GR1631  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 GR1631  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GR1631
 GR1631  HORZ ORDER  -  THIRD
 GR1631
 GR1631.The horizontal coordinates were established by classical geodetic methods
 GR1631.and adjusted by the National Geodetic Survey in June 1998..
 GR1631
 GR1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1631
 GR1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1631
 GR1631.The geoid height was determined by GEOID03.
 GR1631
 GR1631;                    North         East     Units Scale Factor Converg.
 GR1631;SPC NV E     - 8,141,656.551   324,060.505   MT  1.00008959   +0 48 34.1
 GR1631;SPC NV E     -26,711,418.20  1,063,188.51   sFT  1.00008959   +0 48 34.1
 GR1631;SPC AZ W     -   556,737.752   172,171.406   MT  0.99995423   -0 16 07.4
 GR1631;SPC AZ W     - 1,826,567.43    564,866.82   iFT  0.99995423   -0 16 07.4
 GR1631;UTM  11      - 3,989,666.867   751,700.714   MT  1.00038070   +1 38 36.0
 GR1631
 GR1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1631!SPC NV E     -   0.99994693  x   1.00008959  =   1.00003652
 GR1631!SPC AZ W     -   0.99994693  x   0.99995423  =   0.99990117
 GR1631!UTM  11      -   0.99994693  x   1.00038070  =   1.00032761
 GR1631
 GR1631|---------------------------------------------------------------------|
 GR1631| PID    Reference Object                     Distance      Geod. Az  |
 GR1631|                                                           dddmmss.s |
 GR1631| GR1541 A 51                                386.245 METERS 15710     |
 GR1631| GR1538 A 49                                APPROX. 0.8 KM 2220621.8 |
 GR1631|---------------------------------------------------------------------|
 GR1631
 GR1631                          SUPERSEDED SURVEY CONTROL
 GR1631
 GR1631  NAD 83(1992)-  36 01 08.45529(N)    114 12 25.05195(W) AD(       ) 3
 GR1631  NAD 83(1986)-  36 01 08.44824(N)    114 12 25.04972(W) AD(       ) 3
 GR1631  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1631
 GR1631.Superseded values are not recommended for survey control.
 GR1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1631.See file dsdata.txt to determine how the superseded data were derived.
 GR1631
 GR1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5170189667(NAD 83)
 GR1631_MARKER: DS = TRIANGULATION STATION DISK
 GR1631_SETTING: 66 = SET IN ROCK OUTCROP
 GR1631_SP_SET: SET IN ROCK OUTCROP
 GR1631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1631+STABILITY: POSITION/ELEVATION WELL
 GR1631
 GR1631  HISTORY     - Date     Condition        Report By
 GR1631  HISTORY     - 1948     MONUMENTED       USGS
 GR1631
 GR1631                          STATION DESCRIPTION
 GR1631
 GR1631'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1631'LOCATED ABOUT 3.3 MI W. OF N.P.S. LIGHT BASE ON ROCKY POINT.  IN
 GR1631'VIRGIN CANYON, ON ROCKY SIDEHILL, ABOUT EVEN WITH HIGH WATER
 GR1631'MARK.
 GR1631'
 GR1631'TO REACH NOT GIVEN.
 GR1631'
 GR1631'STATION MARK--STANDARD TABLET STAMPED---N126 1948---, CEMENTED IN
 GR1631'ROCK OUTCROP.
 GR1631'
 GR1631'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0215 ***********************************************************************
 JQ0215  DESIGNATION -  N 127
 JQ0215  PID         -  JQ0215
 JQ0215  STATE/COUNTY-  NV/NYE
 JQ0215  USGS QUAD   -  PEAVINE RANCH (1980)
 JQ0215
 JQ0215                         *CURRENT SURVEY CONTROL
 JQ0215  ___________________________________________________________________
 JQ0215* NAD 83(1994)-  38 30 42.56652(N)    117 15 43.44022(W)     ADJUSTED  
 JQ0215* NAVD 88     -      1709.006  (meters)    5606.96   (feet)  ADJUSTED  
 JQ0215  ___________________________________________________________________
 JQ0215  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 JQ0215  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 JQ0215  DYNAMIC HT  -        1707.160 (meters)    5600.91  (feet)  COMP
 JQ0215  MODELED GRAV-     979,487.8   (mgal)                       NAVD 88
 JQ0215
 JQ0215  HORZ ORDER  -  THIRD
 JQ0215  VERT ORDER  -  SECOND    CLASS 0
 JQ0215
 JQ0215.The horizontal coordinates were established by classical geodetic methods
 JQ0215.and adjusted by the National Geodetic Survey in March 1999..
 JQ0215
 JQ0215.The orthometric height was determined by differential leveling
 JQ0215.and adjusted by the National Geodetic Survey in June 1991..
 JQ0215.WARNING-Repeat measurements at this control monument indicate possible
 JQ0215.vertical movement.
 JQ0215
 JQ0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0215
 JQ0215.The geoid height was determined by GEOID03.
 JQ0215
 JQ0215.The dynamic height is computed by dividing the NAVD 88
 JQ0215.geopotential number by the normal gravity value computed on the
 JQ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0215.degrees latitude (g = 980.6199 gals.).
 JQ0215
 JQ0215.The modeled gravity was interpolated from observed gravity values.
 JQ0215
 JQ0215;                    North         East     Units Scale Factor Converg.
 JQ0215;SPC NV C     - 6,417,579.088   448,075.078   MT  0.99993319   -0 22 14.7
 JQ0215;SPC NV C     -21,055,007.39  1,470,059.65   sFT  0.99993319   -0 22 14.7
 JQ0215;UTM  11      - 4,262,637.978   477,152.057   MT  0.99960643   -0 09 47.5
 JQ0215
 JQ0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0215!SPC NV C     -   0.99973564  x   0.99993319  =   0.99966885
 JQ0215!UTM  11      -   0.99973564  x   0.99960643  =   0.99934218
 JQ0215
 JQ0215                          SUPERSEDED SURVEY CONTROL
 JQ0215
 JQ0215  NGVD 29 (??/??/92) 1707.781  (m)         5602.94   (f) ADJ UNCH    2 0
 JQ0215
 JQ0215.Superseded values are not recommended for survey control.
 JQ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0215.See file dsdata.txt to determine how the superseded data were derived.
 JQ0215
 JQ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC7715262638(NAD 83)
 JQ0215_MARKER: DS = TRIANGULATION STATION DISK
 JQ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0215_STAMPING: N-127 1934
 JQ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0215+STABILITY: SURFACE MOTION
 JQ0215
 JQ0215  HISTORY     - Date     Condition        Report By
 JQ0215  HISTORY     - 1934     MONUMENTED       CGS
 JQ0215  HISTORY     - 1938     GOOD             NGS
 JQ0215  HISTORY     - 1958     GOOD             USGS
 JQ0215  HISTORY     - 1975     GOOD             USGS
 JQ0215
 JQ0215                          STATION DESCRIPTION
 JQ0215
 JQ0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JQ0215'11.5 MI SW FROM MANHATTAN.
 JQ0215'ALONG A COUNTY ROAD LEADING TO TONOPAH, 9.0 MILES WEST AND 2.5 MILES
 JQ0215'SOUTH OF MANHATTAN, 22 FEET EAST OF THE CENTER OF THE ROAD.  A
 JQ0215'STANDARD DISK SET HORIZONTAL IN A CONCRETE POST.
 JQ0215
 JQ0215                          STATION RECOVERY (1958)
 JQ0215
 JQ0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JQ0215'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY NEVADA LEVEL LINE NO. 6.
 JQ0215'STATION FOUND IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS-- LOCATED
 JQ0215'ABOUT 9 MI. W. OF MANHATTAN, NYE COUNTY, ABOUT 5 MI. N. OF THE SAN
 JQ0215'ANTONIO RANCH, ABOUT 22 FT. E. OF A COUNTY RD.  (OLD STATE HIGHWAY
 JQ0215'8A). TO REACH FROM MANHATTAN, DRIVE W. ABOUT 7 MI. TO THE INTERSECTION
 JQ0215'OF STATE HIGHWAYS 8A AND 69, THENCE DRIVE S. ON HIGHWAY 8A ABOUT 2.8
 JQ0215'MI. TO A COUNTY RD. LEADING W. TO --PEAVINE CREEK--, TURN W. FOR 1.8
 JQ0215'MI. TO A Y-INTERSECTION, FOLLOW LEFT FORK TOWARD SAN ANTONIO RANCH
 JQ0215'(S.) 3.0 MI. TO STATION ON LEFT. STATION MARK--A C AND GS BENCH MARK
 JQ0215'TABLET STAMPED---N 127 1934--- SET IN A CONCRETE POST PROJECTING 0.9
 JQ0215'FT. REFERENCE MARKS--NONE.
 JQ0215
 JQ0215                          STATION RECOVERY (1975)
 JQ0215
 JQ0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JQ0215'FROM MANHATTAN DRIVE WEST ABOUT 7 MILES TO THE INTERSECTION OF STATE
 JQ0215'HIGHWAYS 8A AND 69, THENCE DRIVE SOUTH ON HIGHWAY 8A ABOUT 2.8 MILES
 JQ0215'TO A COUNTY ROAD LEADING WEST TO PEAVINE CREEK, TURN WEST TOWARDS
 JQ0215'PEAVINE CREEK, AND DRIVE 1.8 MILES TO A Y-INTERSECTION, FOLLOW LEFT
 JQ0215'FORK TOWARDS SAN ANTONIO RANCH (S) FOR 3.0 MILES TO STATION ON LEFT.
 JQ0215'A CAND GS BENCH MARK TABLET CEMENTED IN TOP OF CONCRETE POST 57 FEET
 JQ0215'EAST OF CENTERLINE OF ROAD AND PROJECTING 0.9 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1632 ***********************************************************************
 GR1632  DESIGNATION -  N 127
 GR1632  PID         -  GR1632
 GR1632  STATE/COUNTY-  NV/CLARK
 GR1632  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1632
 GR1632                         *CURRENT SURVEY CONTROL
 GR1632  ___________________________________________________________________
 GR1632* NAD 83(1994)-  36 01 18.27598(N)    114 11 44.49380(W)     ADJUSTED  
 GR1632* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1632  ___________________________________________________________________
 GR1632  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 GR1632  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GR1632
 GR1632  HORZ ORDER  -  THIRD
 GR1632
 GR1632.The horizontal coordinates were established by classical geodetic methods
 GR1632.and adjusted by the National Geodetic Survey in June 1998..
 GR1632
 GR1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1632
 GR1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1632
 GR1632.The geoid height was determined by GEOID03.
 GR1632
 GR1632;                    North         East     Units Scale Factor Converg.
 GR1632;SPC NV E     - 8,141,973.650   325,071.737   MT  1.00009269   +0 48 58.2
 GR1632;SPC NV E     -26,712,458.55  1,066,506.19   sFT  1.00009269   +0 48 58.2
 GR1632;SPC AZ W     -   557,035.724   173,188.287   MT  0.99995321   -0 15 43.6
 GR1632;SPC AZ W     - 1,827,545.03    568,203.04   iFT  0.99995321   -0 15 43.6
 GR1632;UTM  11      - 3,989,998.746   752,707.519   MT  1.00038696   +1 39 00.2
 GR1632
 GR1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1632!SPC NV E     -   0.99994693  x   1.00009269  =   1.00003961
 GR1632!SPC AZ W     -   0.99994693  x   0.99995321  =   0.99990014
 GR1632!UTM  11      -   0.99994693  x   1.00038696  =   1.00033387
 GR1632
 GR1632|---------------------------------------------------------------------|
 GR1632| PID    Reference Object                     Distance      Geod. Az  |
 GR1632|                                                           dddmmss.s |
 GR1632| GR1543 A 53                                361.404 METERS 14019     |
 GR1632| GR1542 A 52                                APPROX. 0.6 KM 2052438.2 |
 GR1632|---------------------------------------------------------------------|
 GR1632
 GR1632                          SUPERSEDED SURVEY CONTROL
 GR1632
 GR1632  NAD 83(1992)-  36 01 18.27598(N)    114 11 44.49380(W) AD(       ) 3
 GR1632  NAD 83(1986)-  36 01 18.26893(N)    114 11 44.49186(W) AD(       ) 3
 GR1632  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1632
 GR1632.Superseded values are not recommended for survey control.
 GR1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1632.See file dsdata.txt to determine how the superseded data were derived.
 GR1632
 GR1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5270889999(NAD 83)
 GR1632_MARKER: DS = TRIANGULATION STATION DISK
 GR1632_SETTING: 66 = SET IN ROCK OUTCROP
 GR1632_SP_SET: SET IN ROCK OUTCROP
 GR1632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1632+STABILITY: POSITION/ELEVATION WELL
 GR1632
 GR1632  HISTORY     - Date     Condition        Report By
 GR1632  HISTORY     - 1948     MONUMENTED       USGS
 GR1632
 GR1632                          STATION DESCRIPTION
 GR1632
 GR1632'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1632'LOCATED ABOUT 2.6 MI W. OF N.P.S. LIGHT BASE ON ROCKY POINT.  IN
 GR1632'VIRGIN CANYON, ABOUT 25 FT. S. OF HIGH WATER MARK AT NORTH END OF
 GR1632'RIDGE, ABOUT 4 FT. N. OF N.P.S. LIGHT REFLECTOR, ABOUT 10 FT.
 GR1632'BELOW HIGH WATER MARK.
 GR1632'
 GR1632'TO REACH NOT GIVEN.
 GR1632'
 GR1632'STATION MARK--STANDARD TABLET STAMPED---N127 1948---, CEMENTED IN
 GR1632'ROCK OUTCROP.
 GR1632'
 GR1632'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0090 ***********************************************************************
 JQ0090  DESIGNATION -  N 128
 JQ0090  PID         -  JQ0090
 JQ0090  STATE/COUNTY-  NV/NYE
 JQ0090  USGS QUAD   -  BELMONT EAST (1971)
 JQ0090
 JQ0090                         *CURRENT SURVEY CONTROL
 JQ0090  ___________________________________________________________________
 JQ0090* NAD 83(1986)-  38 34 57.     (N)    116 51 26.     (W)     SCALED    
 JQ0090* NAVD 88     -      2198.890  (meters)    7214.19   (feet)  ADJUSTED  
 JQ0090  ___________________________________________________________________
 JQ0090  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 JQ0090  DYNAMIC HT  -        2196.335 (meters)    7205.81  (feet)  COMP
 JQ0090  MODELED GRAV-     979,387.0   (mgal)                       NAVD 88
 JQ0090
 JQ0090  VERT ORDER  -  SECOND    CLASS 0
 JQ0090
 JQ0090.The horizontal coordinates were scaled from a topographic map and have
 JQ0090.an estimated accuracy of +/- 6 seconds.
 JQ0090
 JQ0090.The orthometric height was determined by differential leveling
 JQ0090.and adjusted by the National Geodetic Survey in June 1991..
 JQ0090
 JQ0090.The geoid height was determined by GEOID03.
 JQ0090
 JQ0090.The dynamic height is computed by dividing the NAVD 88
 JQ0090.geopotential number by the normal gravity value computed on the
 JQ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0090.degrees latitude (g = 980.6199 gals.).
 JQ0090
 JQ0090.The modeled gravity was interpolated from observed gravity values.
 JQ0090
 JQ0090;                    North         East    Units  Estimated Accuracy
 JQ0090;SPC NV C     - 6,425,270.      483,400.      MT  (+/- 180 meters Scaled)
 JQ0090
 JQ0090                          SUPERSEDED SURVEY CONTROL
 JQ0090
 JQ0090  NGVD 29 (??/??/92) 2197.535  (m)         7209.75   (f) ADJ UNCH    2 0
 JQ0090
 JQ0090.Superseded values are not recommended for survey control.
 JQ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0090.See file dsdata.txt to determine how the superseded data were derived.
 JQ0090
 JQ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC124704(NAD 83)
 JQ0090_MARKER: DB = BENCH MARK DISK
 JQ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0090_STAMPING: N 128 1934
 JQ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0090+STABILITY: SURFACE MOTION
 JQ0090
 JQ0090  HISTORY     - Date     Condition        Report By
 JQ0090  HISTORY     - 1934     MONUMENTED       CGS
 JQ0090  HISTORY     - 1937     GOOD             NGS
 JQ0090
 JQ0090                          STATION DESCRIPTION
 JQ0090
 JQ0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0090'1.3 MI E FROM BELMONT.
 JQ0090'ABOUT 1.3 MILES EAST ALONG THE ROAD LEADING TO MCCANN SUMMIT FROM
 JQ0090'BELMONT, NYE COUNTY, ABOUT 0.4 MILE SOUTH OF THE TYBO 35 M AND HUNTS
 JQ0090'RANCH 10 M SIGNS AT A Y-JUNCTION, ABOUT 30 YARDS SOUTHEAST OF THE
 JQ0090'JUNCTION OF AN ABANDONED SMELTER ROAD AND THE HUNTS RANCH ROAD, ABOUT
 JQ0090'185 PACES NORTHEAST OF THE ABANDONED SMELTER ASSAY OFFICE, ABOUT 44
 JQ0090'PACES SOUTHWEST OF POWER-TRANSMISSION LINE POLE A 914, AND 17 FEET
 JQ0090'SOUTHWEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED N
 JQ0090'128 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JQ0090
 JQ0090                          STATION RECOVERY (1937)
 JQ0090
 JQ0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 JQ0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1633 ***********************************************************************
 GR1633  DESIGNATION -  N 128
 GR1633  PID         -  GR1633
 GR1633  STATE/COUNTY-  NV/CLARK
 GR1633  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1633
 GR1633                         *CURRENT SURVEY CONTROL
 GR1633  ___________________________________________________________________
 GR1633* NAD 83(1994)-  36 01 32.73021(N)    114 11 07.88817(W)     ADJUSTED  
 GR1633* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1633  ___________________________________________________________________
 GR1633  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 GR1633  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GR1633
 GR1633  HORZ ORDER  -  THIRD
 GR1633
 GR1633.The horizontal coordinates were established by classical geodetic methods
 GR1633.and adjusted by the National Geodetic Survey in June 1998..
 GR1633
 GR1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1633
 GR1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1633
 GR1633.The geoid height was determined by GEOID03.
 GR1633
 GR1633;                    North         East     Units Scale Factor Converg.
 GR1633;SPC NV E     - 8,142,432.260   325,981.890   MT  1.00009551   +0 49 20.0
 GR1633;SPC NV E     -26,713,963.17  1,069,492.25   sFT  1.00009551   +0 49 20.0
 GR1633;SPC AZ W     -   557,477.063   174,106.779   MT  0.99995231   -0 15 22.2
 GR1633;SPC AZ W     - 1,828,992.99    571,216.47   iFT  0.99995231   -0 15 22.2
 GR1633;UTM  11      - 3,990,470.694   753,611.168   MT  1.00039260   +1 39 22.4
 GR1633
 GR1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1633!SPC NV E     -   0.99994692  x   1.00009551  =   1.00004243
 GR1633!SPC AZ W     -   0.99994692  x   0.99995231  =   0.99989924
 GR1633!UTM  11      -   0.99994692  x   1.00039260  =   1.00033950
 GR1633
 GR1633:                Primary Azimuth Mark                     Grid Az
 GR1633:SPC NV E     -  A 54                                     162 46 12.4
 GR1633:SPC AZ W     -  A 54                                     163 50 54.6
 GR1633:UTM  11      -  A 54                                     161 56 10.0
 GR1633
 GR1633|---------------------------------------------------------------------|
 GR1633| PID    Reference Object                     Distance      Geod. Az  |
 GR1633|                                                           dddmmss.s |
 GR1633| GR1544 A 54                                402.110 METERS 1633532.4 |
 GR1633| GR1543 A 53                                APPROX. 1.0 KM 2232747.7 |
 GR1633|---------------------------------------------------------------------|
 GR1633
 GR1633                          SUPERSEDED SURVEY CONTROL
 GR1633
 GR1633  NAD 83(1992)-  36 01 32.73021(N)    114 11 07.88817(W) AD(       ) 3
 GR1633  NAD 83(1986)-  36 01 32.72313(N)    114 11 07.88651(W) AD(       ) 3
 GR1633  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1633
 GR1633.Superseded values are not recommended for survey control.
 GR1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1633.See file dsdata.txt to determine how the superseded data were derived.
 GR1633
 GR1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5361190471(NAD 83)
 GR1633_MARKER: DS = TRIANGULATION STATION DISK
 GR1633_SETTING: 66 = SET IN ROCK OUTCROP
 GR1633_SP_SET: SET IN ROCK OUTCROP
 GR1633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1633+STABILITY: POSITION/ELEVATION WELL
 GR1633
 GR1633  HISTORY     - Date     Condition        Report By
 GR1633  HISTORY     - 1948     MONUMENTED       USGS
 GR1633
 GR1633                          STATION DESCRIPTION
 GR1633
 GR1633'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1633'LOCATED ABOUT 2.1 MI W. OF N.P.S. LIGHT BASE ON ROCKY POINT.  IN
 GR1633'VIRGIN CANYON, ON SMALL LEDGE AT END OF RIDGE, ABOUT 25 FT. ABOVE
 GR1633'HIGH WATER MARK.
 GR1633'
 GR1633'TO REACH NOT GIVEN.
 GR1633'
 GR1633'STATION MARK--STANDARD TABLET STAMPED---N128 1948---, CEMENTED IN
 GR1633'ROCK OUTCROP.
 GR1633'
 GR1633'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0065 ***********************************************************************
 JQ0065  DESIGNATION -  N 129
 JQ0065  PID         -  JQ0065
 JQ0065  STATE/COUNTY-  NV/NYE
 JQ0065  USGS QUAD   -  PALISADE MESA (1980)
 JQ0065
 JQ0065                         *CURRENT SURVEY CONTROL
 JQ0065  ___________________________________________________________________
 JQ0065* NAD 83(1986)-  38 28 51.     (N)    116 12 04.     (W)     SCALED    
 JQ0065* NAVD 88     -      1745.462  (meters)    5726.57   (feet)  ADJUSTED  
 JQ0065  ___________________________________________________________________
 JQ0065  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 JQ0065  DYNAMIC HT  -        1743.555 (meters)    5720.31  (feet)  COMP
 JQ0065  MODELED GRAV-     979,474.1   (mgal)                       NAVD 88
 JQ0065
 JQ0065  VERT ORDER  -  SECOND    CLASS 0
 JQ0065
 JQ0065.The horizontal coordinates were scaled from a topographic map and have
 JQ0065.an estimated accuracy of +/- 6 seconds.
 JQ0065
 JQ0065.The orthometric height was determined by differential leveling
 JQ0065.and adjusted by the National Geodetic Survey in June 1991..
 JQ0065
 JQ0065.The geoid height was determined by GEOID03.
 JQ0065
 JQ0065.The dynamic height is computed by dividing the NAVD 88
 JQ0065.geopotential number by the normal gravity value computed on the
 JQ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0065.degrees latitude (g = 980.6199 gals.).
 JQ0065
 JQ0065.The modeled gravity was interpolated from observed gravity values.
 JQ0065
 JQ0065;                    North         East    Units  Estimated Accuracy
 JQ0065;SPC NV C     - 6,414,070.      540,620.      MT  (+/- 180 meters Scaled)
 JQ0065
 JQ0065                          SUPERSEDED SURVEY CONTROL
 JQ0065
 JQ0065  NGVD 29 (??/??/92) 1744.306  (m)         5722.78   (f) ADJ UNCH    2 0
 JQ0065
 JQ0065.Superseded values are not recommended for survey control.
 JQ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0065.See file dsdata.txt to determine how the superseded data were derived.
 JQ0065
 JQ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC696594(NAD 83)
 JQ0065_MARKER: DB = BENCH MARK DISK
 JQ0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0065_STAMPING: N 129 1934
 JQ0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0065+STABILITY: SURFACE MOTION
 JQ0065
 JQ0065  HISTORY     - Date     Condition        Report By
 JQ0065  HISTORY     - 1934     MONUMENTED       CGS
 JQ0065
 JQ0065                          STATION DESCRIPTION
 JQ0065
 JQ0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JQ0065'8.1 MI E FROM HOT CREEK RANCH.
 JQ0065'ABOUT 8.1 MILES EAST ALONG THE ROAD LEADING TO SANDY SUMMIT FROM THE
 JQ0065'WILLIAMS RANCH HOUSE AT HOT CREEK RANCH, NYE COUNTY, ABOUT 0.8 MILE
 JQ0065'WEST OF A RISE, ABOUT 0.4 MILE WEST OF THE CROSSING OF A
 JQ0065'NORTHWEST-AND-SOUTHEAST ROAD, AND 22 FEET SOUTH OF THE CENTER LINE OF
 JQ0065'THE ROAD.  A STANDARD DISK, STAMPED N 129 1934 AND SET IN THE TOP OF A
 JQ0065'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1634 ***********************************************************************
 GR1634  DESIGNATION -  N 129
 GR1634  PID         -  GR1634
 GR1634  STATE/COUNTY-  NV/CLARK
 GR1634  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1634
 GR1634                         *CURRENT SURVEY CONTROL
 GR1634  ___________________________________________________________________
 GR1634* NAD 83(1994)-  36 01 48.31308(N)    114 10 36.18431(W)     ADJUSTED  
 GR1634* NAVD 88     -       367.7    (meters)    1206.     (feet)  VERTCON   
 GR1634  ___________________________________________________________________
 GR1634  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 GR1634  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GR1634
 GR1634  HORZ ORDER  -  THIRD
 GR1634
 GR1634.The horizontal coordinates were established by classical geodetic methods
 GR1634.and adjusted by the National Geodetic Survey in June 1998..
 GR1634
 GR1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1634
 GR1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1634
 GR1634.The geoid height was determined by GEOID03.
 GR1634
 GR1634;                    North         East     Units Scale Factor Converg.
 GR1634;SPC NV E     - 8,142,923.982   326,768.727   MT  1.00009796   +0 49 39.0
 GR1634;SPC NV E     -26,715,576.43  1,072,073.73   sFT  1.00009796   +0 49 39.0
 GR1634;SPC AZ W     -   557,953.819   174,902.617   MT  0.99995155   -0 15 03.6
 GR1634;SPC AZ W     - 1,830,557.15    573,827.48   iFT  0.99995155   -0 15 03.6
 GR1634;UTM  11      - 3,990,973.967   754,390.997   MT  1.00039748   +1 39 41.7
 GR1634
 GR1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1634!SPC NV E     -   0.99994661  x   1.00009796  =   1.00004456
 GR1634!SPC AZ W     -   0.99994661  x   0.99995155  =   0.99989816
 GR1634!UTM  11      -   0.99994661  x   1.00039748  =   1.00034407
 GR1634
 GR1634:                Primary Azimuth Mark                     Grid Az
 GR1634:SPC NV E     -  A 55                                     192 52 20.9
 GR1634:SPC AZ W     -  A 55                                     193 57 03.5
 GR1634:UTM  11      -  A 55                                     192 02 18.2
 GR1634
 GR1634|---------------------------------------------------------------------|
 GR1634| PID    Reference Object                     Distance      Geod. Az  |
 GR1634|                                                           dddmmss.s |
 GR1634| GR1545 A 55                                APPROX. 0.6 KM 1934159.9 |
 GR1634|---------------------------------------------------------------------|
 GR1634
 GR1634                          SUPERSEDED SURVEY CONTROL
 GR1634
 GR1634  NAD 83(1992)-  36 01 48.31308(N)    114 10 36.18431(W) AD(       ) 3
 GR1634  NAD 83(1986)-  36 01 48.30596(N)    114 10 36.18288(W) AD(       ) 3
 GR1634  NGVD 29 (06/27/88)  367.0    (m)         1204.     (f) VERT ANG       
 GR1634
 GR1634.Superseded values are not recommended for survey control.
 GR1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1634.See file dsdata.txt to determine how the superseded data were derived.
 GR1634
 GR1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5439190974(NAD 83)
 GR1634_MARKER: DS = TRIANGULATION STATION DISK
 GR1634_SETTING: 66 = SET IN ROCK OUTCROP
 GR1634_SP_SET: SET IN ROCK OUTCROP
 GR1634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1634+STABILITY: POSITION/ELEVATION WELL
 GR1634
 GR1634  HISTORY     - Date     Condition        Report By
 GR1634  HISTORY     - 1948     MONUMENTED       USGS
 GR1634
 GR1634                          STATION DESCRIPTION
 GR1634
 GR1634'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1634'LOCATED ABOUT 1.7 MI W. OF N.P.S. LIGHT BASE ON ROCKY POINT.  IN
 GR1634'VIRGIN CANYON, ABOUT 50 FT. N. OF HIGH WATER MARK AT SOUTH END OF
 GR1634'STEEP, ROCKY, SPUR RIDGE, ABOUT 20 FT. ABOVE HIGH WATER MARK.
 GR1634'
 GR1634'TO REACH NOT GIVEN.
 GR1634'
 GR1634'STATION MARK--STANDARD TABLET STAMPED---N129 1948---, CEMENTED IN
 GR1634'ROCK OUTCROP.
 GR1634'
 GR1634'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1635 ***********************************************************************
 GR1635  DESIGNATION -  N 13
 GR1635  PID         -  GR1635
 GR1635  STATE/COUNTY-  NV/CLARK
 GR1635  USGS QUAD   -  CALLVILLE BAY (1983)
 GR1635
 GR1635                         *CURRENT SURVEY CONTROL
 GR1635  ___________________________________________________________________
 GR1635* NAD 83(1994)-  36 08 39.37590(N)    114 38 18.60911(W)     ADJUSTED  
 GR1635* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1635  ___________________________________________________________________
 GR1635  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 GR1635  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GR1635
 GR1635  HORZ ORDER  -  THIRD
 GR1635
 GR1635.The horizontal coordinates were established by classical geodetic methods
 GR1635.and adjusted by the National Geodetic Survey in June 1998..
 GR1635
 GR1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1635
 GR1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1635
 GR1635.The geoid height was determined by GEOID03.
 GR1635
 GR1635;                    North         East     Units Scale Factor Converg.
 GR1635;SPC NV E     - 8,155,090.762   285,026.674   MT  0.99998905   +0 33 26.3
 GR1635;SPC NV E     -26,755,493.61    935,125.01   sFT  0.99998905   +0 33 26.3
 GR1635;SPC AZ W     -   570,904.372   133,399.850   MT  1.00001208   -0 31 26.7
 GR1635;SPC AZ W     - 1,873,045.84    437,663.55   iFT  1.00001208   -0 31 26.7
 GR1635;UTM  11      - 4,002,533.794   712,466.277   MT  1.00015625   +1 23 36.2
 GR1635
 GR1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1635!SPC NV E     -   0.99994652  x   0.99998905  =   0.99993557
 GR1635!SPC AZ W     -   0.99994652  x   1.00001208  =   0.99995860
 GR1635!UTM  11      -   0.99994652  x   1.00015625  =   1.00010276
 GR1635
 GR1635:                Primary Azimuth Mark                     Grid Az
 GR1635:SPC NV E     -  A 8                                      197 07 58.3
 GR1635:SPC AZ W     -  A 8                                      198 12 51.3
 GR1635:UTM  11      -  A 8                                      196 17 48.4
 GR1635
 GR1635|---------------------------------------------------------------------|
 GR1635| PID    Reference Object                     Distance      Geod. Az  |
 GR1635|                                                           dddmmss.s |
 GR1635| GR1572 A 8                                 APPROX. 1.6 KM 1974124.6 |
 GR1635|---------------------------------------------------------------------|
 GR1635
 GR1635                          SUPERSEDED SURVEY CONTROL
 GR1635
 GR1635  NAD 83(1994)-  36 08 39.37589(N)    114 38 18.60912(W) AD(       ) 3
 GR1635  NAD 83(1992)-  36 08 39.37588(N)    114 38 18.60910(W) AD(       ) 3
 GR1635  NAD 83(1986)-  36 08 39.36137(N)    114 38 18.59916(W) AD(       ) 3
 GR1635  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1635
 GR1635.Superseded values are not recommended for survey control.
 GR1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1635.See file dsdata.txt to determine how the superseded data were derived.
 GR1635
 GR1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1246602534(NAD 83)
 GR1635_MARKER: DS = TRIANGULATION STATION DISK
 GR1635_SETTING: 80 = SET IN A BOULDER
 GR1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1635+STABILITY: SURFACE MOTION
 GR1635
 GR1635  HISTORY     - Date     Condition        Report By
 GR1635  HISTORY     - 1948     MONUMENTED       USGS
 GR1635
 GR1635                          STATION DESCRIPTION
 GR1635
 GR1635'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1635'LOCATED ABOUT 2.3 MI NE. OF BEACON ISLAND.  ON TOP AND SOUTH END
 GR1635'OF LONG, SLIM ISLAND, ABOUT 40 FT. ABOVE HIGH WATER MARK.
 GR1635'
 GR1635'TO REACH NOT GIVEN.
 GR1635'
 GR1635'STATION MARK--STANDARD TABLET STAMPED---N13 1948---, CEMENTED IN
 GR1635'ROCK IN PLACE.
 GR1635'
 GR1635'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0313 ***********************************************************************
 HQ0313  DESIGNATION -  N 130
 HQ0313  PID         -  HQ0313
 HQ0313  STATE/COUNTY-  NV/ESMERALDA
 HQ0313  USGS QUAD   -  SYLVANIA CANYON (1987)
 HQ0313
 HQ0313                         *CURRENT SURVEY CONTROL
 HQ0313  ___________________________________________________________________
 HQ0313* NAD 83(1986)-  37 27 08.     (N)    117 46 46.     (W)     SCALED    
 HQ0313* NAVD 88     -      1688.854  (meters)    5540.85   (feet)  ADJUSTED  
 HQ0313  ___________________________________________________________________
 HQ0313  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 HQ0313  DYNAMIC HT  -        1686.880 (meters)    5534.37  (feet)  COMP
 HQ0313  MODELED GRAV-     979,402.5   (mgal)                       NAVD 88
 HQ0313
 HQ0313  VERT ORDER  -  SECOND    CLASS 0
 HQ0313
 HQ0313.The horizontal coordinates were scaled from a topographic map and have
 HQ0313.an estimated accuracy of +/- 6 seconds.
 HQ0313
 HQ0313.The orthometric height was determined by differential leveling
 HQ0313.and adjusted by the National Geodetic Survey in June 1991..
 HQ0313
 HQ0313.The geoid height was determined by GEOID03.
 HQ0313
 HQ0313.The dynamic height is computed by dividing the NAVD 88
 HQ0313.geopotential number by the normal gravity value computed on the
 HQ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0313.degrees latitude (g = 980.6199 gals.).
 HQ0313
 HQ0313.The modeled gravity was interpolated from observed gravity values.
 HQ0313
 HQ0313;                    North         East    Units  Estimated Accuracy
 HQ0313;SPC NV W     - 4,300,120.      871,120.      MT  (+/- 180 meters Scaled)
 HQ0313
 HQ0313                          SUPERSEDED SURVEY CONTROL
 HQ0313
 HQ0313  NGVD 29 (??/??/92) 1687.713  (m)         5537.11   (f) ADJ UNCH    2 0
 HQ0313
 HQ0313.Superseded values are not recommended for survey control.
 HQ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0313.See file dsdata.txt to determine how the superseded data were derived.
 HQ0313
 HQ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB310453(NAD 83)
 HQ0313_MARKER: DB = BENCH MARK DISK
 HQ0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0313_STAMPING: N 130 1934
 HQ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0313+STABILITY: SURFACE MOTION
 HQ0313
 HQ0313  HISTORY     - Date     Condition        Report By
 HQ0313  HISTORY     - 1934     MONUMENTED       CGS
 HQ0313  HISTORY     - 1939     MARK NOT FOUND   NGS
 HQ0313
 HQ0313                          STATION DESCRIPTION
 HQ0313
 HQ0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 HQ0313'8 MI E FROM OASIS.
 HQ0313'IN ESMERALDA COUNTY, NEVADA, 8.0 MILES EAST ALONG THE ROAD
 HQ0313'LEADING TO GOLDFIELD, NEVADA, FROM OASIS, MONO COUNTY,
 HQ0313'CALIFORNIA, AND 20 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HQ0313'ROAD.  A STANDARD DISK, STAMPED N 130 1934 AND SET IN THE TOP
 HQ0313'OF A CONCRETE POST.  NOTE-- THE ROAD HAS BEEN BLADED MORE THAN
 HQ0313'20 FEET FROM THE CENTERLINE AND THE MARK HAS PROBABLY BEEN
 HQ0313'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1636 ***********************************************************************
 GR1636  DESIGNATION -  N 130
 GR1636  PID         -  GR1636
 GR1636  STATE/COUNTY-  NV/CLARK
 GR1636  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1636
 GR1636                         *CURRENT SURVEY CONTROL
 GR1636  ___________________________________________________________________
 GR1636* NAD 83(1994)-  36 02 17.59779(N)    114 10 11.32563(W)     ADJUSTED  
 GR1636* NAVD 88     -       795.7    (meters)    2611.     (feet)  VERTCON   
 GR1636  ___________________________________________________________________
 GR1636  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 GR1636  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 GR1636
 GR1636  HORZ ORDER  -  THIRD
 GR1636
 GR1636.The horizontal coordinates were established by classical geodetic methods
 GR1636.and adjusted by the National Geodetic Survey in June 1998..
 GR1636
 GR1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1636
 GR1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1636
 GR1636.The geoid height was determined by GEOID03.
 GR1636
 GR1636;                    North         East     Units Scale Factor Converg.
 GR1636;SPC NV E     - 8,143,835.605   327,377.982   MT  1.00009986   +0 49 54.2
 GR1636;SPC NV E     -26,718,567.31  1,074,072.60   sFT  1.00009986   +0 49 54.2
 GR1636;SPC AZ W     -   558,853.679   175,528.832   MT  0.99995096   -0 14 49.2
 GR1636;SPC AZ W     - 1,833,509.45    575,881.99   iFT  0.99995096   -0 14 49.2
 GR1636;UTM  11      - 3,991,894.639   754,987.094   MT  1.00040122   +1 39 57.5
 GR1636
 GR1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1636!SPC NV E     -   0.99987944  x   1.00009986  =   0.99997929
 GR1636!SPC AZ W     -   0.99987944  x   0.99995096  =   0.99983041
 GR1636!UTM  11      -   0.99987944  x   1.00040122  =   1.00028061
 GR1636
 GR1636:                Primary Azimuth Mark                     Grid Az
 GR1636:SPC NV E     -  A 50                                     228 39 54.7
 GR1636:SPC AZ W     -  A 50                                     229 44 38.1
 GR1636:UTM  11      -  A 50                                     227 49 51.4
 GR1636
 GR1636|---------------------------------------------------------------------|
 GR1636| PID    Reference Object                     Distance      Geod. Az  |
 GR1636|                                                           dddmmss.s |
 GR1636| GR1540 A 50                                APPROX. 5.6 KM 2292948.9 |
 GR1636|---------------------------------------------------------------------|
 GR1636
 GR1636                          SUPERSEDED SURVEY CONTROL
 GR1636
 GR1636  NAD 83(1992)-  36 02 17.59778(N)    114 10 11.32560(W) AD(       ) 3
 GR1636  NAD 83(1986)-  36 02 17.59055(N)    114 10 11.32394(W) AD(       ) 3
 GR1636  NGVD 29 (06/27/88)  795.0    (m)         2608.     (f) VERT ANG       
 GR1636
 GR1636.Superseded values are not recommended for survey control.
 GR1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1636.See file dsdata.txt to determine how the superseded data were derived.
 GR1636
 GR1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5498791895(NAD 83)
 GR1636_MARKER: DS = TRIANGULATION STATION DISK
 GR1636_SETTING: 80 = SET IN A BOULDER
 GR1636_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GR1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1636+STABILITY: SURFACE MOTION
 GR1636
 GR1636  HISTORY     - Date     Condition        Report By
 GR1636  HISTORY     - 1948     MONUMENTED       USGS
 GR1636
 GR1636                          STATION DESCRIPTION
 GR1636
 GR1636'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1636'LOCATED ABOUT 1.5 MI NW. OF N.P.S. LIGHT BASE ON ROCKY POINT.  ON
 GR1636'HIGHEST HILL N. OF EAST END OF VIRGIN CANYON, ABOUT 1400 FT.
 GR1636'ABOVE HIGH WATER MARK.
 GR1636'
 GR1636'TO REACH NOT GIVEN.
 GR1636'
 GR1636'STATION MARK--STANDARD TABLET STAMPED---N 130 1948---, CEMENTED IN
 GR1636'TOP OF BOULDER IN PLACE.
 GR1636'
 GR1636'RMS--NONE SET.
 GR1636'
 GR1636'NOTE--TABLET WAS SET IN DRILL HOLE IN ROCK WHICH IS FAIRCHILD
 GR1636'STATION DESIGNATED AS F 158.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0407 ***********************************************************************
 JQ0407  DESIGNATION -  N 131
 JQ0407  PID         -  JQ0407
 JQ0407  STATE/COUNTY-  NV/NYE
 JQ0407  USGS QUAD   -  GABBS (1988)
 JQ0407
 JQ0407                         *CURRENT SURVEY CONTROL
 JQ0407  ___________________________________________________________________
 JQ0407* NAD 83(1986)-  38 47 12.     (N)    117 57 43.     (W)     SCALED    
 JQ0407* NAVD 88     -      1511.31   (+/-2cm)    4958.4    (feet)  VERTCON   
 JQ0407  ___________________________________________________________________
 JQ0407  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 JQ0407
 JQ0407  VERT ORDER  -  FIRST     CLASS II (See Below)
 JQ0407
 JQ0407.The horizontal coordinates were scaled from a topographic map and have
 JQ0407.an estimated accuracy of +/- 6 seconds.
 JQ0407
 JQ0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0407.The vertical order pertains to the NGVD 29 superseded value.
 JQ0407
 JQ0407.The geoid height was determined by GEOID03.
 JQ0407
 JQ0407;                    North         East    Units  Estimated Accuracy
 JQ0407;SPC NV C     - 6,448,720.      387,470.      MT  (+/- 180 meters Scaled)
 JQ0407
 JQ0407                          SUPERSEDED SURVEY CONTROL
 JQ0407
 JQ0407  NGVD 29 (??/??/92) 1510.215  (m)         4954.76   (f) ADJ UNCH    1 2
 JQ0407
 JQ0407.Superseded values are not recommended for survey control.
 JQ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0407.See file dsdata.txt to determine how the superseded data were derived.
 JQ0407
 JQ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC164935(NAD 83)
 JQ0407_MARKER: DB = BENCH MARK DISK
 JQ0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0407_STAMPING: N 131 1934
 JQ0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0407+STABILITY: SURFACE MOTION
 JQ0407
 JQ0407  HISTORY     - Date     Condition        Report By
 JQ0407  HISTORY     - 1934     MONUMENTED       CGS
 JQ0407  HISTORY     - 1955     GOOD             NGS
 JQ0407  HISTORY     - 1984     GOOD             USGS
 JQ0407
 JQ0407                          STATION DESCRIPTION
 JQ0407
 JQ0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JQ0407'6.5 MI S FROM GABBS.
 JQ0407'0.4 MILE SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS, THENCE
 JQ0407'4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 23, THENCE 2.0 MILE SOUTH
 JQ0407'ALONG A GRADED ROAD, 0.1 MILE SOUTHEAST OF THE Y JUNCTION OF A DIM
 JQ0407'ROAD LEADING SOUTHWEST TO A MINE, AT THE BASE OF A ROCKY HILL, 50 1/2
 JQ0407'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.2 FEET SOUTHWEST OF A
 JQ0407'WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 JQ0407'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 JQ0407
 JQ0407                          STATION RECOVERY (1984)
 JQ0407
 JQ0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JQ0407'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 361 AND 3RD STREET IN
 JQ0407'SOUTH GABBS, GO SOUTH ON 361 FOR 3.4 MILES TO THE GRAVEL ROAD TO
 JQ0407'TONOPAH. TAKE GRAVEL ROAD FOR 2.25 MILES TO THE SOUTH EDGE OF A ROCKY
 JQ0407'HILL AND THE MARK ON THE LEFT. IT IS ABOUT 80 FEET EAST OF THE GRAVEL
 JQ0407'ROAD, 30 FEET EAST OF THE EDGE OF A DRY WASH (THE OLD ROAD). IT IS A
 JQ0407'STANDARD USC AND GS DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE
 JQ0407'POST, WHICH PROJECTS 3 INCHES AND IS STAMPED: 'N 131 1934'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1637 ***********************************************************************
 GR1637  DESIGNATION -  N 131
 GR1637  PID         -  GR1637
 GR1637  STATE/COUNTY-  NV/CLARK
 GR1637  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1637
 GR1637                         *CURRENT SURVEY CONTROL
 GR1637  ___________________________________________________________________
 GR1637* NAD 83(1994)-  36 01 45.32224(N)    114 10 04.98643(W)     ADJUSTED  
 GR1637* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1637  ___________________________________________________________________
 GR1637  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 GR1637  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 GR1637
 GR1637  HORZ ORDER  -  THIRD
 GR1637
 GR1637.The horizontal coordinates were established by classical geodetic methods
 GR1637.and adjusted by the National Geodetic Survey in June 1998..
 GR1637
 GR1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1637
 GR1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1637
 GR1637.The geoid height was determined by GEOID03.
 GR1637
 GR1637;                    North         East     Units Scale Factor Converg.
 GR1637;SPC NV E     - 8,142,843.114   327,551.131   MT  1.00010041   +0 49 57.3
 GR1637;SPC NV E     -26,715,311.12  1,074,640.67   sFT  1.00010041   +0 49 57.3
 GR1637;SPC AZ W     -   557,858.253   175,683.244   MT  0.99995082   -0 14 45.2
 GR1637;SPC AZ W     - 1,830,243.61    576,388.60   iFT  0.99995082   -0 14 45.2
 GR1637;UTM  11      - 3,990,904.476   755,174.730   MT  1.00040240   +1 39 59.9
 GR1637
 GR1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1637!SPC NV E     -   0.99994692  x   1.00010041  =   1.00004732
 GR1637!SPC AZ W     -   0.99994692  x   0.99995082  =   0.99989774
 GR1637!UTM  11      -   0.99994692  x   1.00040240  =   1.00034930
 GR1637
 GR1637|---------------------------------------------------------------------|
 GR1637| PID    Reference Object                     Distance      Geod. Az  |
 GR1637|                                                           dddmmss.s |
 GR1637| GR1546 A 56                                340.162 METERS 19128     |
 GR1637|---------------------------------------------------------------------|
 GR1637
 GR1637                          SUPERSEDED SURVEY CONTROL
 GR1637
 GR1637  NAD 83(1992)-  36 01 45.32224(N)    114 10 04.98643(W) AD(       ) 3
 GR1637  NAD 83(1986)-  36 01 45.31518(N)    114 10 04.98518(W) AD(       ) 3
 GR1637  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1637
 GR1637.Superseded values are not recommended for survey control.
 GR1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1637.See file dsdata.txt to determine how the superseded data were derived.
 GR1637
 GR1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5517590904(NAD 83)
 GR1637_MARKER: DS = TRIANGULATION STATION DISK
 GR1637_SETTING: 66 = SET IN ROCK OUTCROP
 GR1637_SP_SET: SET IN ROCK OUTCROP
 GR1637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1637+STABILITY: POSITION/ELEVATION WELL
 GR1637
 GR1637  HISTORY     - Date     Condition        Report By
 GR1637  HISTORY     - 1948     MONUMENTED       USGS
 GR1637
 GR1637                          STATION DESCRIPTION
 GR1637
 GR1637'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1637'LOCATED ABOUT 1.1 MI W. OF N.P.S. LIGHT BASE ON ROCKY POINT.  IN
 GR1637'VIRGIN CANYON, ABOUT 15 FT. S. OF SMALL TOP, ABOUT 5 FT. ABOVE
 GR1637'HIGH WATER MARK.
 GR1637'
 GR1637'TO REACH NOT GIVEN.
 GR1637'
 GR1637'STATION MARK--STANDARD TABLET STAMPED---N131 1948---, CEMENTED IN
 GR1637'ROCK OUTCROP.
 GR1637'
 GR1637'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0002 ***********************************************************************
 JR0002  DESIGNATION -  N 132
 JR0002  PID         -  JR0002
 JR0002  STATE/COUNTY-  NV/MINERAL
 JR0002  USGS QUAD   -  LUCKY BOY (1989)
 JR0002
 JR0002                         *CURRENT SURVEY CONTROL
 JR0002  ___________________________________________________________________
 JR0002* NAD 83(1986)-  38 26 12.     (N)    118 44 23.     (W)     SCALED    
 JR0002* NAVD 88     -      2287.40   (+/-2cm)    7504.6    (feet)  VERTCON   
 JR0002  ___________________________________________________________________
 JR0002  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JR0002
 JR0002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0002
 JR0002.The horizontal coordinates were scaled from a topographic map and have
 JR0002.an estimated accuracy of +/- 6 seconds.
 JR0002
 JR0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0002.The vertical order pertains to the NGVD 29 superseded value.
 JR0002
 JR0002.The geoid height was determined by GEOID03.
 JR0002
 JR0002;                    North         East    Units  Estimated Accuracy
 JR0002;SPC NV W     - 4,409,080.      786,350.      MT  (+/- 180 meters Scaled)
 JR0002
 JR0002                          SUPERSEDED SURVEY CONTROL
 JR0002
 JR0002  NGVD 29 (??/??/92) 2286.008  (m)         7500.01   (f) ADJ UNCH    2 0
 JR0002
 JR0002.Superseded values are not recommended for survey control.
 JR0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0002.See file dsdata.txt to determine how the superseded data were derived.
 JR0002
 JR0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC481556(NAD 83)
 JR0002_MARKER: DB = BENCH MARK DISK
 JR0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0002_STAMPING: N 132 1934
 JR0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0002+STABILITY: SURFACE MOTION
 JR0002
 JR0002  HISTORY     - Date     Condition        Report By
 JR0002  HISTORY     - 1934     MONUMENTED       CGS
 JR0002  HISTORY     - 1940     GOOD             NGS
 JR0002  HISTORY     - 19840501 MARK NOT FOUND   USGS
 JR0002
 JR0002                          STATION DESCRIPTION
 JR0002
 JR0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0002'10.8 MI SW FROM HAWTHORNE.
 JR0002'10.8 MILES SOUTHWEST ALONG THE ROAD LEADING TO BRIDGEPORT,
 JR0002'CALIFORNIA, FROM HAWTHORNE, MINERAL COUNTY, AT THE SITE OF THE
 JR0002'OLD SUMMIT STAGECOACH STATION, 40 FEET WEST OF THE SOUTH-BOUND
 JR0002'TRAIL, 37 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND NEAR
 JR0002'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED N 132
 JR0002'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JR0002
 JR0002                          STATION RECOVERY (1984)
 JR0002
 JR0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JEB)
 JR0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1638 ***********************************************************************
 GR1638  DESIGNATION -  N 132
 GR1638  PID         -  GR1638
 GR1638  STATE/COUNTY-  NV/CLARK
 GR1638  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1638
 GR1638                         *CURRENT SURVEY CONTROL
 GR1638  ___________________________________________________________________
 GR1638* NAD 83(1994)-  36 01 41.19386(N)    114 09 36.67584(W)     ADJUSTED  
 GR1638* NAVD 88     -       353.7    (meters)    1160.     (feet)  VERTCON   
 GR1638  ___________________________________________________________________
 GR1638  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 GR1638  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 GR1638
 GR1638  HORZ ORDER  -  THIRD
 GR1638
 GR1638.The horizontal coordinates were established by classical geodetic methods
 GR1638.and adjusted by the National Geodetic Survey in June 1998..
 GR1638
 GR1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1638
 GR1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1638
 GR1638.The geoid height was determined by GEOID03.
 GR1638
 GR1638;                    North         East     Units Scale Factor Converg.
 GR1638;SPC NV E     - 8,142,726.198   328,261.777   MT  1.00010265   +0 50 13.9
 GR1638;SPC NV E     -26,714,927.53  1,076,972.18   sFT  1.00010265   +0 50 13.9
 GR1638;SPC AZ W     -   557,728.002   176,391.457   MT  0.99995017   -0 14 28.6
 GR1638;SPC AZ W     - 1,829,816.28    578,712.13   iFT  0.99995017   -0 14 28.6
 GR1638;UTM  11      - 3,990,797.885   755,887.219   MT  1.00040689   +1 40 16.4
 GR1638
 GR1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1638!SPC NV E     -   0.99994880  x   1.00010265  =   1.00005144
 GR1638!SPC AZ W     -   0.99994880  x   0.99995017  =   0.99989897
 GR1638!UTM  11      -   0.99994880  x   1.00040689  =   1.00035567
 GR1638
 GR1638:                Primary Azimuth Mark                     Grid Az
 GR1638:SPC NV E     -  A 56                                     254 17 45.3
 GR1638:SPC AZ W     -  A 56                                     255 22 27.8
 GR1638:UTM  11      -  A 56                                     253 27 42.8
 GR1638
 GR1638|---------------------------------------------------------------------|
 GR1638| PID    Reference Object                     Distance      Geod. Az  |
 GR1638|                                                           dddmmss.s |
 GR1638| GR1546 A 56                                APPROX. 0.8 KM 2550759.2 |
 GR1638|---------------------------------------------------------------------|
 GR1638
 GR1638                          SUPERSEDED SURVEY CONTROL
 GR1638
 GR1638  NAD 83(1992)-  36 01 41.19386(N)    114 09 36.67584(W) AD(       ) 3
 GR1638  NAD 83(1986)-  36 01 41.18686(N)    114 09 36.67478(W) AD(       ) 3
 GR1638  NGVD 29 (06/27/88)  353.0    (m)         1158.     (f) VERT ANG       
 GR1638
 GR1638.Superseded values are not recommended for survey control.
 GR1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1638.See file dsdata.txt to determine how the superseded data were derived.
 GR1638
 GR1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5588790798(NAD 83)
 GR1638_MARKER: DS = TRIANGULATION STATION DISK
 GR1638_SETTING: 66 = SET IN ROCK OUTCROP
 GR1638_SP_SET: SET IN ROCK OUTCROP
 GR1638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1638+STABILITY: POSITION/ELEVATION WELL
 GR1638
 GR1638  HISTORY     - Date     Condition        Report By
 GR1638  HISTORY     - 1948     MONUMENTED       USGS
 GR1638
 GR1638                          STATION DESCRIPTION
 GR1638
 GR1638'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1638'LOCATED ABOUT 0.6 MI NW. OF N.P.S. LIGHT BASE ON ROCKY POINT.  IN
 GR1638'VIRGIN CANYON, ON SMALL TOP AT SOUTHEAST END OF RIDGE, ABOUT 5
 GR1638'FT. BELOW HIGH WATER MARK.
 GR1638'
 GR1638'TO REACH NOT GIVEN.
 GR1638'
 GR1638'STATION MARK--STANDARD TABLET STAMPED---N132 1948---, CEMENTED IN
 GR1638'ROCK OUTCROP.
 GR1638'
 GR1638'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1639 ***********************************************************************
 GR1639  DESIGNATION -  N 133
 GR1639  PID         -  GR1639
 GR1639  STATE/COUNTY-  NV/CLARK
 GR1639  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1639
 GR1639                         *CURRENT SURVEY CONTROL
 GR1639  ___________________________________________________________________
 GR1639* NAD 83(1994)-  36 01 38.29906(N)    114 09 13.17422(W)     ADJUSTED  
 GR1639* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1639  ___________________________________________________________________
 GR1639  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 GR1639  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 GR1639
 GR1639  HORZ ORDER  -  THIRD
 GR1639
 GR1639.The horizontal coordinates were established by classical geodetic methods
 GR1639.and adjusted by the National Geodetic Survey in June 1998..
 GR1639
 GR1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1639
 GR1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1639
 GR1639.The geoid height was determined by GEOID03.
 GR1639
 GR1639;                    North         East     Units Scale Factor Converg.
 GR1639;SPC NV E     - 8,142,645.593   328,851.485   MT  1.00010451   +0 50 27.6
 GR1639;SPC NV E     -26,714,663.08  1,078,906.91   sFT  1.00010451   +0 50 27.6
 GR1639;SPC AZ W     -   557,636.326   176,979.453   MT  0.99994964   -0 14 14.7
 GR1639;SPC AZ W     - 1,829,515.51    580,641.25   iFT  0.99994964   -0 14 14.7
 GR1639;UTM  11      - 3,990,725.850   756,478.218   MT  1.00041062   +1 40 30.2
 GR1639
 GR1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1639!SPC NV E     -   0.99994644  x   1.00010451  =   1.00005095
 GR1639!SPC AZ W     -   0.99994644  x   0.99994964  =   0.99989609
 GR1639!UTM  11      -   0.99994644  x   1.00041062  =   1.00035704
 GR1639
 GR1639:                Primary Azimuth Mark                     Grid Az
 GR1639:SPC NV E     -  A 57                                     214 06 58.5
 GR1639:SPC AZ W     -  A 57                                     215 11 40.8
 GR1639:UTM  11      -  A 57                                     213 16 55.9
 GR1639
 GR1639|---------------------------------------------------------------------|
 GR1639| PID    Reference Object                     Distance      Geod. Az  |
 GR1639|                                                           dddmmss.s |
 GR1639| GR1547 A 57                                APPROX. 0.6 KM 2145726.1 |
 GR1639|---------------------------------------------------------------------|
 GR1639
 GR1639                          SUPERSEDED SURVEY CONTROL
 GR1639
 GR1639  NAD 83(1992)-  36 01 38.29906(N)    114 09 13.17423(W) AD(       ) 3
 GR1639  NAD 83(1986)-  36 01 38.29210(N)    114 09 13.17329(W) AD(       ) 3
 GR1639  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1639
 GR1639.Superseded values are not recommended for survey control.
 GR1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1639.See file dsdata.txt to determine how the superseded data were derived.
 GR1639
 GR1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5647890726(NAD 83)
 GR1639_MARKER: DS = TRIANGULATION STATION DISK
 GR1639_SETTING: 66 = SET IN ROCK OUTCROP
 GR1639_SP_SET: SET IN ROCK OUTCROP
 GR1639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1639+STABILITY: POSITION/ELEVATION WELL
 GR1639
 GR1639  HISTORY     - Date     Condition        Report By
 GR1639  HISTORY     - 1948     MONUMENTED       USGS
 GR1639
 GR1639                          STATION DESCRIPTION
 GR1639
 GR1639'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1639'LOCATED ABOUT 0.4 MI NW. OF N.P.S. LIGHT BASE ON ROCKY POINT.  IN
 GR1639'VIRGIN CANYON, ON SMALL TOP ABOUT 80 FT. W. OF HIGH WATER MARK AT
 GR1639'EXTREME SOUTHEAST END OF LOW, SHARP, PROMINENT RIDGE, ABOUT 15
 GR1639'FT. ABOVE HIGH WATER MARK.
 GR1639'
 GR1639'TO REACH NOT GIVEN.
 GR1639'
 GR1639'STATION MARK--STANDARD TABLET STAMPED---N133 1948---, CEMENTED IN
 GR1639'ROCK OUTCROP.
 GR1639'
 GR1639'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HR0258 ***********************************************************************
 HR0258  DESIGNATION -  N 133 RESET
 HR0258  PID         -  HR0258
 HR0258  STATE/COUNTY-  NV/MINERAL
 HR0258  USGS QUAD   -  TRUMAN MEADOWS (1994)
 HR0258
 HR0258                         *CURRENT SURVEY CONTROL
 HR0258  ___________________________________________________________________
 HR0258* NAD 83(1986)-  37 55 03.     (N)    118 24 51.     (W)     SCALED    
 HR0258* NAVD 88     -      1884.67   (meters)    6183.3    (feet)  RESET     
 HR0258  ___________________________________________________________________
 HR0258  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 HR0258
 HR0258  VERT ORDER  -  THIRD
 HR0258
 HR0258.The horizontal coordinates were scaled from a topographic map and have
 HR0258.an estimated accuracy of +/- 6 seconds.
 HR0258
 HR0258.The orthometric height was computed from unverified reset data.
 HR0258
 HR0258.The geoid height was determined by GEOID03.
 HR0258
 HR0258;                    North         East    Units  Estimated Accuracy
 HR0258;SPC NV W     - 4,351,460.      814,870.      MT  (+/- 180 meters Scaled)
 HR0258
 HR0258                          SUPERSEDED SURVEY CONTROL
 HR0258
 HR0258.No superseded survey control is available for this station.
 HR0258
 HR0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB756976(NAD 83)
 HR0258_MARKER: DB = BENCH MARK DISK
 HR0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HR0258_SP_SET: CONCRETE
 HR0258_STAMPING: N 133 RESET 1960
 HR0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0258
 HR0258  HISTORY     - Date     Condition        Report By
 HR0258  HISTORY     - 1960     MONUMENTED       NVDH
 HR0258  HISTORY     - 1962     GOOD             NGS
 HR0258
 HR0258                          STATION DESCRIPTION
 HR0258
 HR0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HR0258'6.9 MI SW FROM MONTGOMERY PASS.
 HR0258'6.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE BAR AND CAFE AT
 HR0258'MONTGOMERY PASS, 1.6 MILES NORTHEAST OF CALIFORNIA-NEVADA STATELINE,
 HR0258'104.2 FEET LEFT OF HIGHWAY ENGINEERS STATION A 84+54, 86.3 FEET
 HR0258'AND N 19 DEG 01 MIN 30 SEC W (MAGNETIC) OF WEST END OF 43 IN X
 HR0258'27 IN CAMP, IMBEDDED IN CONCRETE 6 IN ABOVE GROUND AND 4 1/2
 HR0258'FEET BELOW HIGHWAY ELEVATION, MARKED BY A 4 IN X 4 IN WHITE POST
 HR0258'3 FEET FROM DISK ON OPPOSITE SIDE FROM THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0384 ***********************************************************************
 HQ0384  DESIGNATION -  N 134
 HQ0384  PID         -  HQ0384
 HQ0384  STATE/COUNTY-  NV/ESMERALDA
 HQ0384  USGS QUAD   -  MC MAHON RIDGE (1987)
 HQ0384
 HQ0384                         *CURRENT SURVEY CONTROL
 HQ0384  ___________________________________________________________________
 HQ0384* NAD 83(1986)-  37 47 20.     (N)    117 14 17.     (W)     SCALED    
 HQ0384* NAVD 88     -      1608.759  (meters)    5278.07   (feet)  ADJUSTED  
 HQ0384  ___________________________________________________________________
 HQ0384  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 HQ0384  DYNAMIC HT  -        1606.975 (meters)    5272.22  (feet)  COMP
 HQ0384  MODELED GRAV-     979,464.4   (mgal)                       NAVD 88
 HQ0384
 HQ0384  VERT ORDER  -  FIRST     CLASS II
 HQ0384
 HQ0384.The horizontal coordinates were scaled from a topographic map and have
 HQ0384.an estimated accuracy of +/- 6 seconds.
 HQ0384
 HQ0384.The orthometric height was determined by differential leveling
 HQ0384.and adjusted by the National Geodetic Survey in June 1991..
 HQ0384
 HQ0384.The geoid height was determined by GEOID03.
 HQ0384
 HQ0384.The dynamic height is computed by dividing the NAVD 88
 HQ0384.geopotential number by the normal gravity value computed on the
 HQ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0384.degrees latitude (g = 980.6199 gals.).
 HQ0384
 HQ0384.The modeled gravity was interpolated from observed gravity values.
 HQ0384
 HQ0384;                    North         East    Units  Estimated Accuracy
 HQ0384;SPC NV W     - 4,338,030.      918,490.      MT  (+/- 180 meters Scaled)
 HQ0384
 HQ0384                          SUPERSEDED SURVEY CONTROL
 HQ0384
 HQ0384  NGVD 29 (05/01/91) 1607.624  (m)         5274.35   (f) ADJUSTED    1 2
 HQ0384
 HQ0384.Superseded values are not recommended for survey control.
 HQ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0384.See file dsdata.txt to determine how the superseded data were derived.
 HQ0384
 HQ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB790824(NAD 83)
 HQ0384_MARKER: DB = BENCH MARK DISK
 HQ0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0384_STAMPING: N 134 1955
 HQ0384_MARK LOGO: CGS   
 HQ0384_PROJECTION: PROJECTING 10 CENTIMETERS
 HQ0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0384+STABILITY: SURFACE MOTION
 HQ0384
 HQ0384  HISTORY     - Date     Condition        Report By
 HQ0384  HISTORY     - 1955     MONUMENTED       CGS
 HQ0384  HISTORY     - 1983     GOOD             NGS
 HQ0384
 HQ0384                          STATION DESCRIPTION
 HQ0384
 HQ0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0384'6 MI N FROM GOLDFIELD.
 HQ0384'6.0 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE
 HQ0384'AT GOLDFIELD, 76.2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HQ0384'48 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A DRAINAGE DITCH,
 HQ0384'1.8 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 HQ0384'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 HQ0384'THE GROUND.
 HQ0384
 HQ0384                          STATION RECOVERY (1983)
 HQ0384
 HQ0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HQ0384'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.6 KM
 HQ0384'(6.0 MI) NORTH ALONG US HIGHWAY 95 FROM THE COURTHOUSE IN GOLDFIELD,
 HQ0384'AT A POINT WITH DRAIN DITCHES BLADED OFF BOTH SIDES OF THE HIGHWAY,
 HQ0384'25.6 METERS (84 FT) EAST OF THE HIGHWAY CENTERLINE.
 HQ0384'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 HQ0384'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1640 ***********************************************************************
 GR1640  DESIGNATION -  N 134
 GR1640  PID         -  GR1640
 GR1640  STATE/COUNTY-  NV/CLARK
 GR1640  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1640
 GR1640                         *CURRENT SURVEY CONTROL
 GR1640  ___________________________________________________________________
 GR1640* NAD 83(1994)-  36 01 54.16583(N)    114 08 59.49202(W)     ADJUSTED  
 GR1640* NAVD 88     -       353.7    (meters)    1160.     (feet)  VERTCON   
 GR1640  ___________________________________________________________________
 GR1640  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 GR1640  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 GR1640
 GR1640  HORZ ORDER  -  THIRD
 GR1640
 GR1640.The horizontal coordinates were established by classical geodetic methods
 GR1640.and adjusted by the National Geodetic Survey in June 1998..
 GR1640
 GR1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1640
 GR1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1640
 GR1640.The geoid height was determined by GEOID03.
 GR1640
 GR1640;                    North         East     Units Scale Factor Converg.
 GR1640;SPC NV E     - 8,143,139.674   329,186.844   MT  1.00010558   +0 50 36.0
 GR1640;SPC NV E     -26,716,284.08  1,080,007.17   sFT  1.00010558   +0 50 36.0
 GR1640;SPC AZ W     -   558,123.931   177,323.999   MT  0.99994933   -0 14 06.8
 GR1640;SPC AZ W     - 1,831,115.26    581,771.65   iFT  0.99994933   -0 14 06.8
 GR1640;UTM  11      - 3,991,224.913   756,806.450   MT  1.00041269   +1 40 38.9
 GR1640
 GR1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1640!SPC NV E     -   0.99994880  x   1.00010558  =   1.00005437
 GR1640!SPC AZ W     -   0.99994880  x   0.99994933  =   0.99989813
 GR1640!UTM  11      -   0.99994880  x   1.00041269  =   1.00036147
 GR1640
 GR1640:                Primary Azimuth Mark                     Grid Az
 GR1640:SPC NV E     -  N 133                                    214 10 00.5
 GR1640:SPC AZ W     -  N 133                                    215 14 43.3
 GR1640:UTM  11      -  N 133                                    213 19 57.6
 GR1640
 GR1640|---------------------------------------------------------------------|
 GR1640| PID    Reference Object                     Distance      Geod. Az  |
 GR1640|                                                           dddmmss.s |
 GR1640| GR1639 N 133                               APPROX. 0.6 KM 2150036.5 |
 GR1640|---------------------------------------------------------------------|
 GR1640
 GR1640                          SUPERSEDED SURVEY CONTROL
 GR1640
 GR1640  NAD 83(1992)-  36 01 54.16583(N)    114 08 59.49204(W) AD(       ) 3
 GR1640  NAD 83(1986)-  36 01 54.15880(N)    114 08 59.49122(W) AD(       ) 3
 GR1640  NGVD 29 (06/27/88)  353.0    (m)         1158.     (f) VERT ANG       
 GR1640
 GR1640.Superseded values are not recommended for survey control.
 GR1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1640.See file dsdata.txt to determine how the superseded data were derived.
 GR1640
 GR1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5680691225(NAD 83)
 GR1640_MARKER: DS = TRIANGULATION STATION DISK
 GR1640_SETTING: 66 = SET IN ROCK OUTCROP
 GR1640_SP_SET: SET IN ROCK OUTCROP
 GR1640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1640+STABILITY: POSITION/ELEVATION WELL
 GR1640
 GR1640  HISTORY     - Date     Condition        Report By
 GR1640  HISTORY     - 1948     MONUMENTED       USGS
 GR1640
 GR1640                          STATION DESCRIPTION
 GR1640
 GR1640'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1640'LOCATED ABOUT 0.6 MI N. OF N.P.S. LIGHT BASE ON ROCKY POINT.
 GR1640'ABOUT 100 FT. NW. OF HIGH WATER MARK AT SOUTHEAST END OF LONG,
 GR1640'PROMINENT RIDGE, ABOUT 20 FT. ABOVE HIGH WATER MARK.
 GR1640'
 GR1640'TO REACH NOT GIVEN.
 GR1640'
 GR1640'STATION MARK--STANDARD TABLET STAMPED---N134 1948---, CEMENTED IN
 GR1640'ROCK OUTCROP.
 GR1640'
 GR1640'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0569 ***********************************************************************
 HQ0569  DESIGNATION -  N 135
 HQ0569  PID         -  HQ0569
 HQ0569  STATE/COUNTY-  NV/NYE
 HQ0569  USGS QUAD   -  BONNIE CLAIRE (1968)
 HQ0569
 HQ0569                         *CURRENT SURVEY CONTROL
 HQ0569  ___________________________________________________________________
 HQ0569* NAD 83(1986)-  37 12 21.     (N)    117 05 45.     (W)     SCALED    
 HQ0569* NAVD 88     -      1203.691  (meters)    3949.11   (feet)  ADJUSTED  
 HQ0569  ___________________________________________________________________
 HQ0569  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 HQ0569  DYNAMIC HT  -        1202.370 (meters)    3944.78  (feet)  COMP
 HQ0569  MODELED GRAV-     979,492.6   (mgal)                       NAVD 88
 HQ0569
 HQ0569  VERT ORDER  -  FIRST     CLASS II
 HQ0569
 HQ0569.The horizontal coordinates were scaled from a topographic map and have
 HQ0569.an estimated accuracy of +/- 6 seconds.
 HQ0569
 HQ0569.The orthometric height was determined by differential leveling
 HQ0569.and adjusted by the National Geodetic Survey in June 1991..
 HQ0569
 HQ0569.The geoid height was determined by GEOID03.
 HQ0569
 HQ0569.The dynamic height is computed by dividing the NAVD 88
 HQ0569.geopotential number by the normal gravity value computed on the
 HQ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0569.degrees latitude (g = 980.6199 gals.).
 HQ0569
 HQ0569.The modeled gravity was interpolated from observed gravity values.
 HQ0569
 HQ0569;                    North         East    Units  Estimated Accuracy
 HQ0569;SPC NV C     - 6,272,560.      461,910.      MT  (+/- 180 meters Scaled)
 HQ0569
 HQ0569                          SUPERSEDED SURVEY CONTROL
 HQ0569
 HQ0569.No superseded survey control is available for this station.
 HQ0569
 HQ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB914177(NAD 83)
 HQ0569_MARKER: DR = REFERENCE MARK DISK
 HQ0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0569_STAMPING: N 135 1955
 HQ0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0569+STABILITY: SURFACE MOTION
 HQ0569
 HQ0569  HISTORY     - Date     Condition        Report By
 HQ0569  HISTORY     - 1955     MONUMENTED       CGS
 HQ0569
 HQ0569                          STATION DESCRIPTION
 HQ0569
 HQ0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HQ0569'40.5 MI S FROM GOLDFIELD.
 HQ0569'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE AT
 HQ0569'GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD, THENCE
 HQ0569'19.1 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS AND
 HQ0569'TONOPAH RAILROAD, THENCE 15.8 MILES SOUTH ALONG AN ABANDONED
 HQ0569'BED OF THE BULLFROG GOLDFIELD RAILROAD, ABOUT 100 YARDS SOUTHWEST
 HQ0569'OF THE SOUTHWEST EDGE OF A LARGE ALKALI FLAT, 58 1/2 FEET
 HQ0569'NORTHEAST OF THE CENTER LINE OF THE RAILROAD BED, 1.8 FEET
 HQ0569'SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 HQ0569'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  THIS MARK MAY ALSO
 HQ0569'BE REACHED BY GOING ABOUT 24 MILES NORTHWEST ALONG U.S. HIGHWAY
 HQ0569'95 FROM SPRINGDALE, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY
 HQ0569'72, THENCE 4.1 MILES SOUTHEAST ALONG THE ABANDONED RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1641 ***********************************************************************
 GR1641  DESIGNATION -  N 135
 GR1641  PID         -  GR1641
 GR1641  STATE/COUNTY-  NV/CLARK
 GR1641  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1641
 GR1641                         *CURRENT SURVEY CONTROL
 GR1641  ___________________________________________________________________
 GR1641* NAD 83(1994)-  36 02 50.50648(N)    114 08 38.63379(W)     ADJUSTED  
 GR1641* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1641  ___________________________________________________________________
 GR1641  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 GR1641  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 GR1641
 GR1641  HORZ ORDER  -  THIRD
 GR1641
 GR1641.The horizontal coordinates were established by classical geodetic methods
 GR1641.and adjusted by the National Geodetic Survey in June 1998..
 GR1641
 GR1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1641
 GR1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1641
 GR1641.The geoid height was determined by GEOID03.
 GR1641
 GR1641;                    North         East     Units Scale Factor Converg.
 GR1641;SPC NV E     - 8,144,883.912   329,683.368   MT  1.00010716   +0 50 49.4
 GR1641;SPC NV E     -26,722,006.63  1,081,636.18   sFT  1.00010716   +0 50 49.4
 GR1641;SPC AZ W     -   559,858.240   177,853.190   MT  0.99994886   -0 13 54.8
 GR1641;SPC AZ W     - 1,836,805.25    583,507.84   iFT  0.99994886   -0 13 54.8
 GR1641;UTM  11      - 3,992,976.736   757,277.669   MT  1.00041568   +1 40 53.4
 GR1641
 GR1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1641!SPC NV E     -   0.99994691  x   1.00010716  =   1.00005406
 GR1641!SPC AZ W     -   0.99994691  x   0.99994886  =   0.99989577
 GR1641!UTM  11      -   0.99994691  x   1.00041568  =   1.00036257
 GR1641
 GR1641:                Primary Azimuth Mark                     Grid Az
 GR1641:SPC NV E     -  N 137                                    348 52 39.7
 GR1641:SPC AZ W     -  N 137                                    349 57 23.9
 GR1641:UTM  11      -  N 137                                    348 02 35.7
 GR1641
 GR1641|---------------------------------------------------------------------|
 GR1641| PID    Reference Object                     Distance      Geod. Az  |
 GR1641|                                                           dddmmss.s |
 GR1641| GR1643 N 137                               APPROX. 2.3 KM 3494329.1 |
 GR1641|---------------------------------------------------------------------|
 GR1641
 GR1641                          SUPERSEDED SURVEY CONTROL
 GR1641
 GR1641  NAD 83(1992)-  36 02 50.50649(N)    114 08 38.63380(W) AD(       ) 3
 GR1641  NAD 83(1986)-  36 02 50.49914(N)    114 08 38.63314(W) AD(       ) 3
 GR1641  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1641
 GR1641.Superseded values are not recommended for survey control.
 GR1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1641.See file dsdata.txt to determine how the superseded data were derived.
 GR1641
 GR1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5727892977(NAD 83)
 GR1641_MARKER: DS = TRIANGULATION STATION DISK
 GR1641_SETTING: 66 = SET IN ROCK OUTCROP
 GR1641_SP_SET: SET IN BEDROCK
 GR1641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1641+STABILITY: POSITION/ELEVATION WELL
 GR1641
 GR1641  HISTORY     - Date     Condition        Report By
 GR1641  HISTORY     - 1948     MONUMENTED       USGS
 GR1641
 GR1641                          STATION DESCRIPTION
 GR1641
 GR1641'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1641'LOCATED ABOUT 1.6 MI N. OF N.P.S. LIGHT BASE ON ROCKY POINT.  ON
 GR1641'STEEP, ROCKY SIDEHILL ON BROAD, ROUND POINT, ABOUT 5 FT. BELOW
 GR1641'HIGH WATER MARK.
 GR1641'
 GR1641'TO REACH NOT GIVEN.
 GR1641'
 GR1641'STATION MARK--STANDARD TABLET STAMPED---N135 1948---, CEMENTED IN
 GR1641'BEDROCK.
 GR1641'
 GR1641'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0125 ***********************************************************************
 GR0125  DESIGNATION -  N 136
 GR0125  PID         -  GR0125
 GR0125  STATE/COUNTY-  NV/CLARK
 GR0125  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0125
 GR0125                         *CURRENT SURVEY CONTROL
 GR0125  ___________________________________________________________________
 GR0125* NAD 83(1986)-  36 46 16.     (N)    114 09 23.     (W)     SCALED    
 GR0125* NAVD 88     -       479.675  (meters)    1573.73   (feet)  POSTED    
 GR0125  ___________________________________________________________________
 GR0125  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 GR0125  DYNAMIC HT  -         479.210 (meters)    1572.21  (feet)  COMP
 GR0125  MODELED GRAV-     979,645.1   (mgal)                       NAVD 88
 GR0125
 GR0125  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0125
 GR0125.The horizontal coordinates were scaled from a topographic map and have
 GR0125.an estimated accuracy of +/- 6 seconds.
 GR0125
 GR0125.The orthometric height was determined by differential leveling
 GR0125.and adjusted by the National Geodetic Survey in 1992..
 GR0125.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0125.rate of 0.0 thru 1.0 mm/km.
 GR0125
 GR0125.The geoid height was determined by GEOID03.
 GR0125
 GR0125.The dynamic height is computed by dividing the NAVD 88
 GR0125.geopotential number by the normal gravity value computed on the
 GR0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0125.degrees latitude (g = 980.6199 gals.).
 GR0125
 GR0125.The modeled gravity was interpolated from observed gravity values.
 GR0125
 GR0125;                    North         East    Units  Estimated Accuracy
 GR0125;SPC NV E     - 8,225,180.      327,390.      MT  (+/- 180 meters Scaled)
 GR0125
 GR0125                          SUPERSEDED SURVEY CONTROL
 GR0125
 GR0125  NGVD 29 (??/??/92)  478.987  (m)         1571.48   (f) ADJ UNCH    2 0
 GR0125
 GR0125.Superseded values are not recommended for survey control.
 GR0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0125.See file dsdata.txt to determine how the superseded data were derived.
 GR0125
 GR0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA537732(NAD 83)
 GR0125_MARKER: DD = SURVEY DISK
 GR0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0125_SP_SET: CONCRETE BLOCK
 GR0125_STAMPING: SEE TEXT
 GR0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0125
 GR0125  HISTORY     - Date     Condition        Report By
 GR0125  HISTORY     - 1957     MONUMENTED       NVDH
 GR0125  HISTORY     - 1957     GOOD             NGS
 GR0125  HISTORY     - 1982     GOOD             NGS
 GR0125
 GR0125                          STATION DESCRIPTION
 GR0125
 GR0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0125'5.0 MI W FROM MESQUITE.
 GR0125'5.0 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN MESQUITE,
 GR0125'200 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 100 FEET SOUTH OF M
 GR0125'136, 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCELINE AND 2.5 FEET
 GR0125'EAST OF A ROUND BLACK AND WHITE IRON REFERENCE POST PROJECTING ABOUT
 GR0125'18 INCHES.  A STANDARD DISK SET IN A ROUND CONCRETE BLOCK FLUSH WITH
 GR0125'THE GROUND SURFACE.  STAMPED DIST 200 FT STA F 341 + 59.20 PT ANGLE 90
 GR0125'O N 136 1957 ELEV 1571.80.
 GR0125
 GR0125                          STATION RECOVERY (1982)
 GR0125
 GR0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0125'9.55 KM (5.95 MI) SOUTHWEST ALONG I-15 FROM THE BRIDGE OVER HILLSIDE
 GR0125'ROAD AT MESQUITE , 0.3 KM (0.2 MI) SOUTHWEST OF M.P. 117. 61.0 MI
 GR0125'(200.0 FT) SOUTHEAST CENTERLINE OF HWY. 0.3 M (1.0 FT) NORTHWEST OF
 GR0125'FENCE, 30.5 MI (100.0 FT) SOUTHEAST OF AND 5.8 M (19 FT) HIGHER THAN
 GR0125'M 136 NHD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1642 ***********************************************************************
 GR1642  DESIGNATION -  N 136
 GR1642  PID         -  GR1642
 GR1642  STATE/COUNTY-  NV/CLARK
 GR1642  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1642
 GR1642                         *CURRENT SURVEY CONTROL
 GR1642  ___________________________________________________________________
 GR1642* NAD 83(1994)-  36 04 34.78373(N)    114 09 31.36902(W)     ADJUSTED  
 GR1642* NAVD 88     -       911.7    (meters)    2991.     (feet)  VERTCON   
 GR1642  ___________________________________________________________________
 GR1642  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 GR1642  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GR1642
 GR1642  HORZ ORDER  -  THIRD
 GR1642
 GR1642.The horizontal coordinates were established by classical geodetic methods
 GR1642.and adjusted by the National Geodetic Survey in June 1998..
 GR1642
 GR1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1642
 GR1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1642
 GR1642.The geoid height was determined by GEOID03.
 GR1642
 GR1642;                    North         East     Units Scale Factor Converg.
 GR1642;SPC NV E     - 8,148,078.543   328,316.331   MT  1.00010282   +0 50 20.5
 GR1642;SPC NV E     -26,732,487.69  1,077,151.16   sFT  1.00010282   +0 50 20.5
 GR1642;SPC AZ W     -   563,077.553   176,546.775   MT  0.99995003   -0 14 26.4
 GR1642;SPC AZ W     - 1,847,367.30    579,221.70   iFT  0.99995003   -0 14 26.4
 GR1642;UTM  11      - 3,996,152.084   755,863.804   MT  1.00040673   +1 40 26.5
 GR1642
 GR1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1642!SPC NV E     -   0.99986123  x   1.00010282  =   0.99996403
 GR1642!SPC AZ W     -   0.99986123  x   0.99995003  =   0.99981126
 GR1642!UTM  11      -   0.99986123  x   1.00040673  =   1.00026790
 GR1642
 GR1642:                Primary Azimuth Mark                     Grid Az
 GR1642:SPC NV E     -  N 130                                    192 28 12.6
 GR1642:SPC AZ W     -  N 130                                    193 32 59.5
 GR1642:UTM  11      -  N 130                                    191 38 06.6
 GR1642
 GR1642|---------------------------------------------------------------------|
 GR1642| PID    Reference Object                     Distance      Geod. Az  |
 GR1642|                                                           dddmmss.s |
 GR1642| GR1636 N 130                               APPROX. 4.3 KM 1931833.1 |
 GR1642|---------------------------------------------------------------------|
 GR1642
 GR1642                          SUPERSEDED SURVEY CONTROL
 GR1642
 GR1642  NAD 83(1992)-  36 04 34.78367(N)    114 09 31.36898(W) AD(       ) 3
 GR1642  NAD 83(1986)-  36 04 34.77584(N)    114 09 31.36776(W) AD(       ) 3
 GR1642  NGVD 29 (06/27/88)  911.0    (m)         2989.     (f) VERT ANG       
 GR1642
 GR1642.Superseded values are not recommended for survey control.
 GR1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1642.See file dsdata.txt to determine how the superseded data were derived.
 GR1642
 GR1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5586496152(NAD 83)
 GR1642_MARKER: DS = TRIANGULATION STATION DISK
 GR1642_SETTING: 80 = SET IN A BOULDER
 GR1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1642+STABILITY: SURFACE MOTION
 GR1642
 GR1642  HISTORY     - Date     Condition        Report By
 GR1642  HISTORY     - 1948     MONUMENTED       USGS
 GR1642
 GR1642                          STATION DESCRIPTION
 GR1642
 GR1642'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1642'LOCATED ABOUT 3.8 MI SW. OF N.P.S. LIGHT BASE ON SANDY POINT.  ON
 GR1642'PROMINENT, HIGH RIDGE WHERE RIDGE DROPS OFF ABRUPTLY TOWARD LAKE,
 GR1642'ABOUT 1700 FT. ABOVE HIGH WATER MARK.
 GR1642'
 GR1642'TO REACH NOT GIVEN.
 GR1642'
 GR1642'STATION MARK--STANDARD TABLET STAMPED---N 136 1948---, CEMENTED IN
 GR1642'TOP OF BOULDER IN PLACE.
 GR1642'
 GR1642'RMS--NONE SET.
 GR1642'
 GR1642'NOTE--FAIRCHILD STATION, NAIL WEDGED IN ROCK, DESIGNATED AS
 GR1642'F 177, 11.50 FT. ENE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0156 ***********************************************************************
 GR0156  DESIGNATION -  N 137
 GR0156  PID         -  GR0156
 GR0156  STATE/COUNTY-  NV/CLARK
 GR0156  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0156
 GR0156                         *CURRENT SURVEY CONTROL
 GR0156  ___________________________________________________________________
 GR0156* NAD 83(1986)-  36 46 03.     (N)    114 14 03.     (W)     SCALED    
 GR0156* NAVD 88     -       544.321  (meters)    1785.83   (feet)  POSTED    
 GR0156  ___________________________________________________________________
 GR0156  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 GR0156  DYNAMIC HT  -         543.790 (meters)    1784.08  (feet)  COMP
 GR0156  MODELED GRAV-     979,641.6   (mgal)                       NAVD 88
 GR0156
 GR0156  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0156
 GR0156.The horizontal coordinates were scaled from a topographic map and have
 GR0156.an estimated accuracy of +/- 6 seconds.
 GR0156
 GR0156.The orthometric height was determined by differential leveling
 GR0156.and adjusted by the National Geodetic Survey in 1992..
 GR0156.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0156.rate of 0.0 thru 1.0 mm/km.
 GR0156
 GR0156.The geoid height was determined by GEOID03.
 GR0156
 GR0156.The dynamic height is computed by dividing the NAVD 88
 GR0156.geopotential number by the normal gravity value computed on the
 GR0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0156.degrees latitude (g = 980.6199 gals.).
 GR0156
 GR0156.The modeled gravity was interpolated from observed gravity values.
 GR0156
 GR0156;                    North         East    Units  Estimated Accuracy
 GR0156;SPC NV E     - 8,224,680.      320,450.      MT  (+/- 180 meters Scaled)
 GR0156
 GR0156                          SUPERSEDED SURVEY CONTROL
 GR0156
 GR0156  NGVD 29 (??/??/92)  543.630  (m)         1783.56   (f) ADJ UNCH    2 0
 GR0156
 GR0156.Superseded values are not recommended for survey control.
 GR0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0156.See file dsdata.txt to determine how the superseded data were derived.
 GR0156
 GR0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA468726(NAD 83)
 GR0156_MARKER: DD = SURVEY DISK
 GR0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0156_STAMPING: SEE TEXT
 GR0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0156+STABILITY: SURFACE MOTION
 GR0156
 GR0156  HISTORY     - Date     Condition        Report By
 GR0156  HISTORY     - 1957     MONUMENTED       NVDH
 GR0156  HISTORY     - 1957     GOOD             NGS
 GR0156  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0156
 GR0156                          STATION DESCRIPTION
 GR0156
 GR0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0156'10.14 MI W FROM MESQUITE.
 GR0156'10.15 MILES WEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE IN
 GR0156'MESQUITE, THENCE SOUTH 0.25 MILE ON RIVERSIDE ROAD, 50.1 FEET WEST OF
 GR0156'CENTER LINE OF ROAD, AND ABOUT 12 FEET ABOVE ROAD.  SET IN TOP OF 24
 GR0156'INCH CONCRETE POST FLUSH WITH SURFACE.  NOTE-- NO WITNESS POST.
 GR0156'STAMPED DIST 50.10 FT STA T-19 + 67.24 PT STA A-10 + 84.10 PC ANGLE 90
 GR0156'O N 137 1957.
 GR0156
 GR0156                          STATION RECOVERY (1979)
 GR0156
 GR0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1643 ***********************************************************************
 GR1643  DESIGNATION -  N 137
 GR1643  PID         -  GR1643
 GR1643  STATE/COUNTY-  NV/CLARK
 GR1643  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1643
 GR1643                         *CURRENT SURVEY CONTROL
 GR1643  ___________________________________________________________________
 GR1643* NAD 83(1994)-  36 04 02.52412(N)    114 08 54.71454(W)     ADJUSTED  
 GR1643* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1643  ___________________________________________________________________
 GR1643  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 GR1643  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GR1643
 GR1643  HORZ ORDER  -  THIRD
 GR1643
 GR1643.The horizontal coordinates were established by classical geodetic methods
 GR1643.and adjusted by the National Geodetic Survey in June 1998..
 GR1643
 GR1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1643
 GR1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1643
 GR1643.The geoid height was determined by GEOID03.
 GR1643
 GR1643;                    North         East     Units Scale Factor Converg.
 GR1643;SPC NV E     - 8,147,097.709   329,248.135   MT  1.00010577   +0 50 41.4
 GR1643;SPC NV E     -26,729,269.73  1,080,208.26   sFT  1.00010577   +0 50 41.4
 GR1643;SPC AZ W     -   562,079.492   177,459.792   MT  0.99994921   -0 14 04.7
 GR1643;SPC AZ W     - 1,844,092.82    582,217.17   iFT  0.99994921   -0 14 04.7
 GR1643;UTM  11      - 3,995,184.637   756,810.090   MT  1.00041271   +1 40 46.8
 GR1643
 GR1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1643!SPC NV E     -   0.99994691  x   1.00010577  =   1.00005267
 GR1643!SPC AZ W     -   0.99994691  x   0.99994921  =   0.99989612
 GR1643!UTM  11      -   0.99994691  x   1.00041271  =   1.00035959
 GR1643
 GR1643:                Primary Azimuth Mark                     Grid Az
 GR1643:SPC NV E     -  N 138                                    008 27 54.4
 GR1643:SPC AZ W     -  N 138                                    009 32 40.5
 GR1643:UTM  11      -  N 138                                    007 37 49.0
 GR1643
 GR1643|---------------------------------------------------------------------|
 GR1643| PID    Reference Object                     Distance      Geod. Az  |
 GR1643|                                                           dddmmss.s |
 GR1643| GR1644 N 138                               APPROX. 3.1 KM 0091835.8 |
 GR1643|---------------------------------------------------------------------|
 GR1643
 GR1643                          SUPERSEDED SURVEY CONTROL
 GR1643
 GR1643  NAD 83(1992)-  36 04 02.52413(N)    114 08 54.71454(W) AD(       ) 3
 GR1643  NAD 83(1986)-  36 04 02.51627(N)    114 08 54.71382(W) AD(       ) 3
 GR1643  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1643
 GR1643.Superseded values are not recommended for survey control.
 GR1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1643.See file dsdata.txt to determine how the superseded data were derived.
 GR1643
 GR1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5681095185(NAD 83)
 GR1643_MARKER: DS = TRIANGULATION STATION DISK
 GR1643_SETTING: 80 = SET IN A BOULDER
 GR1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1643+STABILITY: SURFACE MOTION
 GR1643
 GR1643  HISTORY     - Date     Condition        Report By
 GR1643  HISTORY     - 1948     MONUMENTED       USGS
 GR1643
 GR1643                          STATION DESCRIPTION
 GR1643
 GR1643'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1643'LOCATED ABOUT 3 MI SW. OF N.P.S. LIGHT BASE ON SANDY POINT.  ABOUT
 GR1643'150 FT. NE. OF HIGH WATER MARK AT NORTHEAST END OF LOW, PROMINENT
 GR1643'HILL, ABOUT 10 FT. BELOW HIGH WATER MARK.
 GR1643'
 GR1643'TO REACH NOT GIVEN.
 GR1643'
 GR1643'STATION MARK--STANDARD TABLET STAMPED---N 137 1948---, CEMENTED IN
 GR1643'TOP OF BOULDER IN PLACE.
 GR1643'
 GR1643'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0181 ***********************************************************************
 GR0181  DESIGNATION -  N 138
 GR0181  PID         -  GR0181
 GR0181  STATE/COUNTY-  NV/CLARK
 GR0181  USGS QUAD   -  MOAPA PEAK SE (1969)
 GR0181
 GR0181                         *CURRENT SURVEY CONTROL
 GR0181  ___________________________________________________________________
 GR0181* NAD 83(1986)-  36 46 13.     (N)    114 18 41.     (W)     SCALED    
 GR0181* NAVD 88     -       656.633  (meters)    2154.30   (feet)  ADJUSTED  
 GR0181  ___________________________________________________________________
 GR0181  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 GR0181  DYNAMIC HT  -         655.983 (meters)    2152.17  (feet)  COMP
 GR0181  MODELED GRAV-     979,621.6   (mgal)                       NAVD 88
 GR0181
 GR0181  VERT ORDER  -  FIRST     CLASS II
 GR0181
 GR0181.The horizontal coordinates were scaled from a topographic map and have
 GR0181.an estimated accuracy of +/- 6 seconds.
 GR0181
 GR0181.The orthometric height was determined by differential leveling
 GR0181.and adjusted by the National Geodetic Survey in June 1991..
 GR0181
 GR0181.The geoid height was determined by GEOID03.
 GR0181
 GR0181.The dynamic height is computed by dividing the NAVD 88
 GR0181.geopotential number by the normal gravity value computed on the
 GR0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0181.degrees latitude (g = 980.6199 gals.).
 GR0181
 GR0181.The modeled gravity was interpolated from observed gravity values.
 GR0181
 GR0181;                    North         East    Units  Estimated Accuracy
 GR0181;SPC NV E     - 8,224,890.      313,550.      MT  (+/- 180 meters Scaled)
 GR0181
 GR0181                          SUPERSEDED SURVEY CONTROL
 GR0181
 GR0181  NGVD 29 (??/??/92)  655.936  (m)         2152.02   (f) ADJ UNCH    1 2
 GR0181
 GR0181.Superseded values are not recommended for survey control.
 GR0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0181.See file dsdata.txt to determine how the superseded data were derived.
 GR0181
 GR0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA399727(NAD 83)
 GR0181_MARKER: DD = SURVEY DISK
 GR0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0181_SP_SET: CONCRETE BLOCK
 GR0181_STAMPING: SEE TEXT
 GR0181_MARK LOGO: NVDH  
 GR0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0181
 GR0181  HISTORY     - Date     Condition        Report By
 GR0181  HISTORY     - 1957     MONUMENTED       NVDH
 GR0181  HISTORY     - 1957     GOOD             NGS
 GR0181  HISTORY     - 1982     GOOD             NGS
 GR0181
 GR0181                          STATION DESCRIPTION
 GR0181
 GR0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0181'14.45 MI SW FROM MESQUITE.
 GR0181'14.45 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0181'OFFICE IN MESQUITE, 13.7 MILES EASTERLY FROM THE JUNCTION WITH STATE
 GR0181'ROUTE 12, 149.93 FEET SOUTH OF THE NORTH ROAD RIGHT-OF-WAY MARKER
 GR0181'POST, 50.07 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 GR0181'DISK SET IN A ROUND CONCRETE BLOCK SET ABOUT 1 INCH ABOVE THE GROUND
 GR0181'SURFACE.  STAMPED DIST 50.07 STA X 619 + 96.05 POT ANGLE 90 O N 138
 GR0181'1957.
 GR0181
 GR0181                          STATION RECOVERY (1982)
 GR0181
 GR0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0181'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0181'26.9 KM (16.8 MI) NORTHEAST ALONG INTERSTATE 15 FROM THE NORTHEAST END
 GR0181'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 0.2 KM (0.1 MI)
 GR0181'SOUTHWEST OF MILEPOST 108, 15.2 METERS (50 FT) NORTHWEST OF THE NORTH
 GR0181'BOUND CENTERLINE, 30.5 METERS (100 FT) NORTHWEST ACROSS THE HIGHWAY
 GR0181'FROM BM P 138 NHD.
 GR0181'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 GR0181'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1644 ***********************************************************************
 GR1644  DESIGNATION -  N 138
 GR1644  PID         -  GR1644
 GR1644  STATE/COUNTY-  NV/CLARK
 GR1644  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1644
 GR1644                         *CURRENT SURVEY CONTROL
 GR1644  ___________________________________________________________________
 GR1644* NAD 83(1994)-  36 05 41.09166(N)    114 08 34.80490(W)     ADJUSTED  
 GR1644* NAVD 88     -       371.7    (meters)    1219.     (feet)  VERTCON   
 GR1644  ___________________________________________________________________
 GR1644  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GR1644  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 GR1644
 GR1644  HORZ ORDER  -  THIRD
 GR1644
 GR1644.The horizontal coordinates were established by classical geodetic methods
 GR1644.and adjusted by the National Geodetic Survey in June 1998..
 GR1644
 GR1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1644
 GR1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1644
 GR1644.The geoid height was determined by GEOID03.
 GR1644
 GR1644;                    North         East     Units Scale Factor Converg.
 GR1644;SPC NV E     - 8,150,143.147   329,701.368   MT  1.00010722   +0 50 55.1
 GR1644;SPC NV E     -26,739,261.31  1,081,695.24   sFT  1.00010722   +0 50 55.1
 GR1644;SPC AZ W     -   565,115.370   177,970.256   MT  0.99994876   -0 13 53.5
 GR1644;SPC AZ W     - 1,854,053.05    583,891.92   iFT  0.99994876   -0 13 53.5
 GR1644;UTM  11      - 3,998,237.296   757,219.013   MT  1.00041530   +1 41 02.6
 GR1644
 GR1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1644!SPC NV E     -   0.99994595  x   1.00010722  =   1.00005317
 GR1644!SPC AZ W     -   0.99994595  x   0.99994876  =   0.99989472
 GR1644!UTM  11      -   0.99994595  x   1.00041530  =   1.00036123
 GR1644
 GR1644:                Primary Azimuth Mark                     Grid Az
 GR1644:SPC NV E     -  N 137                                    188 27 52.4
 GR1644:SPC AZ W     -  N 137                                    189 32 41.0
 GR1644:UTM  11      -  N 137                                    187 37 44.9
 GR1644
 GR1644|---------------------------------------------------------------------|
 GR1644| PID    Reference Object                     Distance      Geod. Az  |
 GR1644|                                                           dddmmss.s |
 GR1644| GR1643 N 137                               APPROX. 3.1 KM 1891847.5 |
 GR1644|---------------------------------------------------------------------|
 GR1644
 GR1644                          SUPERSEDED SURVEY CONTROL
 GR1644
 GR1644  NAD 83(1994)-  36 05 41.09199(N)    114 08 34.80423(W) AD(       ) 3
 GR1644  NAD 83(1992)-  36 05 41.09167(N)    114 08 34.80489(W) AD(       ) 3
 GR1644  NAD 83(1986)-  36 05 41.08313(N)    114 08 34.80436(W) AD(       ) 3
 GR1644  NGVD 29 (06/27/88)  371.0    (m)         1217.     (f) VERT ANG       
 GR1644
 GR1644.Superseded values are not recommended for survey control.
 GR1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1644.See file dsdata.txt to determine how the superseded data were derived.
 GR1644
 GR1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5721998237(NAD 83)
 GR1644_MARKER: DS = TRIANGULATION STATION DISK
 GR1644_SETTING: 80 = SET IN A BOULDER
 GR1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1644+STABILITY: SURFACE MOTION
 GR1644
 GR1644  HISTORY     - Date     Condition        Report By
 GR1644  HISTORY     - 1948     MONUMENTED       USGS
 GR1644
 GR1644                          STATION DESCRIPTION
 GR1644
 GR1644'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1644'LOCATED ABOUT 2.5 MI SW. OF N.P.S. LIGHT BASE ON SANDY POINT.
 GR1644'ABOUT 50 FT. W. OF HIGH WATER MARK AT EAST END OF LOW, FLAT
 GR1644'RIDGE, ABOUT 3 FT. ABOVE HIGH WATER MARK.
 GR1644'
 GR1644'TO REACH NOT GIVEN.
 GR1644'
 GR1644'STATION MARK--STANDARD TABLET STAMPED---N 138 1948---, CEMENTED IN
 GR1644'TOP OF BOULDER IN PLACE.
 GR1644'
 GR1644'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0208 ***********************************************************************
 GR0208  DESIGNATION -  N 139
 GR0208  PID         -  GR0208
 GR0208  STATE/COUNTY-  NV/CLARK
 GR0208  USGS QUAD   -  OVERTON NW (1983)
 GR0208
 GR0208                         *CURRENT SURVEY CONTROL
 GR0208  ___________________________________________________________________
 GR0208* NAD 83(1986)-  36 44 44.     (N)    114 24 57.     (W)     SCALED    
 GR0208* NAVD 88     -       617.640  (meters)    2026.37   (feet)  POSTED    
 GR0208  ___________________________________________________________________
 GR0208  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 GR0208  DYNAMIC HT  -         617.040 (meters)    2024.41  (feet)  COMP
 GR0208  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 GR0208
 GR0208  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0208
 GR0208.The horizontal coordinates were scaled from a topographic map and have
 GR0208.an estimated accuracy of +/- 6 seconds.
 GR0208
 GR0208.The orthometric height was determined by differential leveling
 GR0208.and adjusted by the National Geodetic Survey in 1992..
 GR0208.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0208.rate of 2.1 thru 3.0 mm/km.
 GR0208
 GR0208.The geoid height was determined by GEOID03.
 GR0208
 GR0208.The dynamic height is computed by dividing the NAVD 88
 GR0208.geopotential number by the normal gravity value computed on the
 GR0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0208.degrees latitude (g = 980.6199 gals.).
 GR0208
 GR0208.The modeled gravity was interpolated from observed gravity values.
 GR0208
 GR0208;                    North         East    Units  Estimated Accuracy
 GR0208;SPC NV E     - 8,222,030.      304,260.      MT  (+/- 180 meters Scaled)
 GR0208
 GR0208                          SUPERSEDED SURVEY CONTROL
 GR0208
 GR0208  NGVD 29 (??/??/92)  616.952  (m)         2024.12   (f) ADJ UNCH    2 0
 GR0208
 GR0208.Superseded values are not recommended for survey control.
 GR0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0208.See file dsdata.txt to determine how the superseded data were derived.
 GR0208
 GR0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA307697(NAD 83)
 GR0208_MARKER: DD = SURVEY DISK
 GR0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0208_STAMPING: SEE TEXT
 GR0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0208+STABILITY: SURFACE MOTION
 GR0208
 GR0208  HISTORY     - Date     Condition        Report By
 GR0208  HISTORY     - 1957     MONUMENTED       NVDH
 GR0208  HISTORY     - 1957     GOOD             NGS
 GR0208  HISTORY     - 1969     MARK NOT FOUND   USGS
 GR0208  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0208
 GR0208                          STATION DESCRIPTION
 GR0208
 GR0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0208'20.3 MI WSW FROM MESQUITE.
 GR0208'20.3 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST
 GR0208'OFFICE IN MESQUITE, 7.85 MILES EASTERLY FROM THE JUNCTION WITH STATE
 GR0208'ROUTE 12, 150 FEET NORTH OF THE SOUTH RIGHT-OF-WAY MARKER POST, 50
 GR0208'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A CONCRETE POST
 GR0208'FLUSH WITH THE GROUND.  STAMPED DIST 50.00 STA 306 + 95.94 ANGLE 90 O
 GR0208'ELEV 2024.115 N 139 1957.
 GR0208
 GR0208                          STATION RECOVERY (1969)
 GR0208
 GR0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GR0208'MARK NOT FOUND.
 GR0208
 GR0208                          STATION RECOVERY (1982)
 GR0208
 GR0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1645 ***********************************************************************
 GR1645  DESIGNATION -  N 139
 GR1645  PID         -  GR1645
 GR1645  STATE/COUNTY-  NV/CLARK
 GR1645  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1645
 GR1645                         *CURRENT SURVEY CONTROL
 GR1645  ___________________________________________________________________
 GR1645* NAD 83(1994)-  36 06 27.11030(N)    114 08 18.69673(W)     ADJUSTED  
 GR1645* NAVD 88     -       374.7    (meters)    1229.     (feet)  VERTCON   
 GR1645  ___________________________________________________________________
 GR1645  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 GR1645  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 GR1645
 GR1645  HORZ ORDER  -  THIRD
 GR1645
 GR1645.The horizontal coordinates were established by classical geodetic methods
 GR1645.and adjusted by the National Geodetic Survey in June 1998..
 GR1645
 GR1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1645
 GR1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1645
 GR1645.The geoid height was determined by GEOID03.
 GR1645
 GR1645;                    North         East     Units Scale Factor Converg.
 GR1645;SPC NV E     - 8,151,567.531   330,083.241   MT  1.00010844   +0 51 05.6
 GR1645;SPC NV E     -26,743,934.47  1,082,948.10   sFT  1.00010844   +0 51 05.6
 GR1645;SPC AZ W     -   566,532.074   178,378.853   MT  0.99994841   -0 13 44.3
 GR1645;SPC AZ W     - 1,858,701.03    585,232.46   iFT  0.99994841   -0 13 44.3
 GR1645;UTM  11      - 3,999,667.537   757,580.187   MT  1.00041759   +1 41 13.9
 GR1645
 GR1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1645!SPC NV E     -   0.99994548  x   1.00010844  =   1.00005391
 GR1645!SPC AZ W     -   0.99994548  x   0.99994841  =   0.99989389
 GR1645!UTM  11      -   0.99994548  x   1.00041759  =   1.00036304
 GR1645
 GR1645                          SUPERSEDED SURVEY CONTROL
 GR1645
 GR1645  NAD 83(1994)-  36 06 27.11047(N)    114 08 18.69594(W) AD(       ) 3
 GR1645  NAD 83(1992)-  36 06 27.11030(N)    114 08 18.69672(W) AD(       ) 3
 GR1645  NAD 83(1986)-  36 06 27.10147(N)    114 08 18.69631(W) AD(       ) 3
 GR1645  NGVD 29 (06/27/88)  374.0    (m)         1227.     (f) VERT ANG       
 GR1645
 GR1645.Superseded values are not recommended for survey control.
 GR1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1645.See file dsdata.txt to determine how the superseded data were derived.
 GR1645
 GR1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV5758099668(NAD 83)
 GR1645_MARKER: DS = TRIANGULATION STATION DISK
 GR1645_SETTING: 80 = SET IN A BOULDER
 GR1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1645+STABILITY: SURFACE MOTION
 GR1645
 GR1645  HISTORY     - Date     Condition        Report By
 GR1645  HISTORY     - 1948     MONUMENTED       USGS
 GR1645
 GR1645                          STATION DESCRIPTION
 GR1645
 GR1645'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1645'NOT OCCUPIED.
 GR1645'
 GR1645'LOCATED ABOUT 1.7 MI SW. OF N.P.S. LIGHT BASE ON SANDY POINT.
 GR1645'ABOUT 60 FT. W. OF HIGH WATER MARK IN GENTLY SLOPING AREA, ABOUT
 GR1645'5 FT. ABOVE HIGH WATER MARK.
 GR1645'
 GR1645'STATION MARK--STANDARD TABLET STAMPED---N 139 1948---, CEMENTED IN
 GR1645'BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0285 ***********************************************************************
 JQ0285  DESIGNATION -  N 14
 JQ0285  PID         -  JQ0285
 JQ0285  STATE/COUNTY-  NV/ESMERALDA
 JQ0285  USGS QUAD   -  DEVILS GATE (1980)
 JQ0285
 JQ0285                         *CURRENT SURVEY CONTROL
 JQ0285  ___________________________________________________________________
 JQ0285* NAD 83(1986)-  38 00 31.     (N)    117 43 29.     (W)     SCALED    
 JQ0285* NAVD 88     -      1460.039  (meters)    4790.14   (feet)  ADJUSTED  
 JQ0285  ___________________________________________________________________
 JQ0285  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 JQ0285  DYNAMIC HT  -        1458.459 (meters)    4784.96  (feet)  COMP
 JQ0285  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 JQ0285
 JQ0285  VERT ORDER  -  FIRST     CLASS II
 JQ0285
 JQ0285.The horizontal coordinates were scaled from a topographic map and have
 JQ0285.an estimated accuracy of +/- 6 seconds.
 JQ0285
 JQ0285.The orthometric height was determined by differential leveling
 JQ0285.and adjusted by the National Geodetic Survey in June 1991..
 JQ0285
 JQ0285.The geoid height was determined by GEOID03.
 JQ0285
 JQ0285.The dynamic height is computed by dividing the NAVD 88
 JQ0285.geopotential number by the normal gravity value computed on the
 JQ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0285.degrees latitude (g = 980.6199 gals.).
 JQ0285
 JQ0285.The modeled gravity was interpolated from observed gravity values.
 JQ0285
 JQ0285;                    North         East    Units  Estimated Accuracy
 JQ0285;SPC NV W     - 4,361,910.      875,400.      MT  (+/- 180 meters Scaled)
 JQ0285
 JQ0285                          SUPERSEDED SURVEY CONTROL
 JQ0285
 JQ0285  NGVD 29 (??/??/92) 1458.900  (m)         4786.41   (f) ADJ UNCH    1 2
 JQ0285
 JQ0285.Superseded values are not recommended for survey control.
 JQ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0285.See file dsdata.txt to determine how the superseded data were derived.
 JQ0285
 JQ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC363070(NAD 83)
 JQ0285_MARKER: DB = BENCH MARK DISK
 JQ0285_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JQ0285_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JQ0285_STAMPING: N 14 4786.529
 JQ0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0285
 JQ0285  HISTORY     - Date     Condition        Report By
 JQ0285  HISTORY     - UNK      MONUMENTED       CGS
 JQ0285  HISTORY     - 1953     GOOD             NGS
 JQ0285
 JQ0285                          STATION DESCRIPTION
 JQ0285
 JQ0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JQ0285'10.1 MI SE FROM COALDALE.
 JQ0285'8.8 MILES EAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF THE
 JQ0285'HIGHWAYS AT COALDALE, THENCE 1.3 MILES SOUTH ALONG THE TOP OF A ROCKY
 JQ0285'RIDGE, ALONG THE ABANDONED BED OF A RAILROAD, ABOUT 100 YARDS EAST OF
 JQ0285'THE FORMER SITE OF A RAILROAD BRIDGE, 295 1/2 FEET SOUTH OF THE CENTER
 JQ0285'LINE OF A TRACK ROAD, 76 FEET NORTH OF THE CENTER LINE OF THE RAILROAD
 JQ0285'BED, 1.3 FEET WEST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE
 JQ0285'RAILROAD BED, AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 JQ0285'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0819 ***********************************************************************
 JR0819  DESIGNATION -  N 14
 JR0819  PID         -  JR0819
 JR0819  STATE/COUNTY-  NV/MINERAL
 JR0819  USGS QUAD   -  HAWTHORNE EAST (1987)
 JR0819
 JR0819                         *CURRENT SURVEY CONTROL
 JR0819  ___________________________________________________________________
 JR0819* NAD 83(1986)-  38 32 54.     (N)    118 32 19.     (W)     SCALED    
 JR0819* NAVD 88     -      1323.84   (+/-2cm)    4343.3    (feet)  VERTCON   
 JR0819  ___________________________________________________________________
 JR0819  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 JR0819
 JR0819  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0819
 JR0819.The horizontal coordinates were scaled from a topographic map and have
 JR0819.an estimated accuracy of +/- 6 seconds.
 JR0819
 JR0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0819.The vertical order pertains to the NGVD 29 superseded value.
 JR0819
 JR0819.The geoid height was determined by GEOID03.
 JR0819
 JR0819;                    North         East    Units  Estimated Accuracy
 JR0819;SPC NV W     - 4,421,460.      803,900.      MT  (+/- 180 meters Scaled)
 JR0819
 JR0819                          SUPERSEDED SURVEY CONTROL
 JR0819
 JR0819  NGVD 29 (??/??/92) 1322.732  (m)         4339.66   (f) ADJ UNCH    2 0
 JR0819
 JR0819.Superseded values are not recommended for survey control.
 JR0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0819.See file dsdata.txt to determine how the superseded data were derived.
 JR0819
 JR0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC659677(NAD 83)
 JR0819_MARKER: DD = SURVEY DISK
 JR0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0819_STAMPING: N 14 1928
 JR0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0819+STABILITY: SURFACE MOTION
 JR0819
 JR0819  HISTORY     - Date     Condition        Report By
 JR0819  HISTORY     - 1928     MONUMENTED       USGS
 JR0819  HISTORY     - 1953     GOOD             NGS
 JR0819
 JR0819                          STATION DESCRIPTION
 JR0819
 JR0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0819'7 MI SE FROM THORNE.
 JR0819'2.4 MILES SOUTHWEST ALONG A PAVED ROAD FROM THE SOUTHERN PACIFIC
 JR0819'COMPANY RAILROAD STATION AT THORNE, THENCE 4.6 MILES SOUTHEAST
 JR0819'ALONG A PAVED ROAD, AT THE HAWTHORNE NAVAL AMMUNITION DEPOT,
 JR0819'ABOUT 465 FEET WEST OF B. M. W-26(USND), ABOUT 450 FEET WEST OF
 JR0819'THE CENTER OF THE T JUNCTION OF A PAVED ROAD LEADING SOUTHWEST
 JR0819'TO BUILDING GROUP 88, 410 FEET SOUTHWEST OF THE CENTER LINE OF
 JR0819'THE ROAD, 320 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD
 JR0819'LEADING SOUTHWEST, 102 1/2 FEET SOUTH OF THE CENTER LINE OF A
 JR0819'TRACK ROAD LEADING EAST AND WEST, 5 FEET NORTHEAST OF THE CENTER
 JR0819'LINE OF A TRACK ROAD LEADING SOUTHEAST AND NORTHWEST, 1.8 FEET
 JR0819'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JR0819'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 JR0819'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1646 ***********************************************************************
 GR1646  DESIGNATION -  N 14
 GR1646  PID         -  GR1646
 GR1646  STATE/COUNTY-  NV/CLARK
 GR1646  USGS QUAD   -  CALLVILLE BAY (1983)
 GR1646
 GR1646                         *CURRENT SURVEY CONTROL
 GR1646  ___________________________________________________________________
 GR1646* NAD 83(1994)-  36 08 52.21324(N)    114 37 53.84720(W)     ADJUSTED  
 GR1646* NAVD 88     -       359.7    (meters)    1180.     (feet)  VERTCON   
 GR1646  ___________________________________________________________________
 GR1646  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 GR1646  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR1646
 GR1646  HORZ ORDER  -  THIRD
 GR1646
 GR1646.The horizontal coordinates were established by classical geodetic methods
 GR1646.and adjusted by the National Geodetic Survey in June 1998..
 GR1646
 GR1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1646
 GR1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1646
 GR1646.The geoid height was determined by GEOID03.
 GR1646
 GR1646;                    North         East     Units Scale Factor Converg.
 GR1646;SPC NV E     - 8,155,492.464   285,641.804   MT  0.99999034   +0 33 41.1
 GR1646;SPC NV E     -26,756,811.53    937,143.15   sFT  0.99999034   +0 33 41.1
 GR1646;SPC AZ W     -   571,294.401   134,022.465   MT  1.00001086   -0 31 12.3
 GR1646;SPC AZ W     - 1,874,325.46    439,706.25   iFT  1.00001086   -0 31 12.3
 GR1646;UTM  11      - 4,002,944.499   713,075.582   MT  1.00015944   +1 23 51.2
 GR1646
 GR1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1646!SPC NV E     -   0.99994793  x   0.99999034  =   0.99993827
 GR1646!SPC AZ W     -   0.99994793  x   1.00001086  =   0.99995879
 GR1646!UTM  11      -   0.99994793  x   1.00015944  =   1.00010736
 GR1646
 GR1646                          SUPERSEDED SURVEY CONTROL
 GR1646
 GR1646  NAD 83(1994)-  36 08 52.21324(N)    114 37 53.84721(W) AD(       ) 3
 GR1646  NAD 83(1992)-  36 08 52.21323(N)    114 37 53.84720(W) AD(       ) 3
 GR1646  NAD 83(1986)-  36 08 52.19861(N)    114 37 53.83765(W) AD(       ) 3
 GR1646  NGVD 29 (06/27/88)  359.0    (m)         1178.     (f) VERT ANG       
 GR1646
 GR1646.Superseded values are not recommended for survey control.
 GR1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1646.See file dsdata.txt to determine how the superseded data were derived.
 GR1646
 GR1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1307602944(NAD 83)
 GR1646_MARKER: DS = TRIANGULATION STATION DISK
 GR1646_SETTING: 66 = SET IN ROCK OUTCROP
 GR1646_SP_SET: SET IN ROCK OUTCROP
 GR1646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1646+STABILITY: POSITION/ELEVATION WELL
 GR1646
 GR1646  HISTORY     - Date     Condition        Report By
 GR1646  HISTORY     - 1948     MONUMENTED       USGS
 GR1646
 GR1646                          STATION DESCRIPTION
 GR1646
 GR1646'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1646'NOT OCCUPIED.
 GR1646'
 GR1646'LOCATED ABOUT 2.6 MI NE. OF BEACON ISLAND, ABOUT 0.5 MI NW. OF
 GR1646'N.P.S. REFLECTOR.  ON FIRST PROMINENT TOP OF LARGE RIDGE, ABOUT
 GR1646'240 FT. ABOVE HIGH WATER MARK.
 GR1646'
 GR1646'STATION MARK--STANDARD TABLET STAMPED---N14 1948---, CEMENTED IN
 GR1646'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0828 ***********************************************************************
 GR0828  DESIGNATION -  N 140
 GR0828  PID         -  GR0828
 GR0828  STATE/COUNTY-  NV/CLARK
 GR0828  USGS QUAD   -  WEISER RIDGE (1983)
 GR0828
 GR0828                         *CURRENT SURVEY CONTROL
 GR0828  ___________________________________________________________________
 GR0828* NAD 83(1986)-  36 37 05.     (N)    114 37 18.     (W)     SCALED    
 GR0828* NAVD 88     -       544.894  (meters)    1787.71   (feet)  POSTED    
 GR0828  ___________________________________________________________________
 GR0828  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 GR0828  DYNAMIC HT  -         544.370 (meters)    1785.99  (feet)  COMP
 GR0828  MODELED GRAV-     979,662.3   (mgal)                       NAVD 88
 GR0828
 GR0828  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0828
 GR0828.The horizontal coordinates were scaled from a topographic map and have
 GR0828.an estimated accuracy of +/- 6 seconds.
 GR0828
 GR0828.The orthometric height was determined by differential leveling
 GR0828.and adjusted by the National Geodetic Survey in 1992..
 GR0828.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0828.rate of 0.0 thru 1.0 mm/km.
 GR0828
 GR0828.The geoid height was determined by GEOID03.
 GR0828
 GR0828.The dynamic height is computed by dividing the NAVD 88
 GR0828.geopotential number by the normal gravity value computed on the
 GR0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0828.degrees latitude (g = 980.6199 gals.).
 GR0828
 GR0828.The modeled gravity was interpolated from observed gravity values.
 GR0828
 GR0828;                    North         East    Units  Estimated Accuracy
 GR0828;SPC NV E     - 8,207,680.      286,020.      MT  (+/- 180 meters Scaled)
 GR0828
 GR0828                          SUPERSEDED SURVEY CONTROL
 GR0828
 GR0828  NGVD 29 (??/??/92)  544.245  (m)         1785.58   (f) ADJ UNCH    2 0
 GR0828
 GR0828.Superseded values are not recommended for survey control.
 GR0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0828.See file dsdata.txt to determine how the superseded data were derived.
 GR0828
 GR0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA126551(NAD 83)
 GR0828_MARKER: DB = BENCH MARK DISK
 GR0828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0828_SP_SET: CULVERT
 GR0828_STAMPING: BM N 140 1957
 GR0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0828
 GR0828  HISTORY     - Date     Condition        Report By
 GR0828  HISTORY     - 1957     MONUMENTED       CGS
 GR0828
 GR0828                          STATION DESCRIPTION
 GR0828
 GR0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR0828'4.3 MI SW FROM GLENDALE.
 GR0828'4.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE STANDARD SERVICE
 GR0828'STATION IN GLENDALE, IN T 15 S, R 66 E, SOUTHEAST CORNER OF SECTION
 GR0828'16, 32 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5.3 FEET
 GR0828'NORTHEAST OF WITNESS POST, AT A 24 INCH CORRUGATED METAL PIPE CULVERT,
 GR0828'SET IN TOP OF EAST END OF THE SOUTHWEST END OF CONCRETE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1647 ***********************************************************************
 GR1647  DESIGNATION -  N 140
 GR1647  PID         -  GR1647
 GR1647  STATE/COUNTY-  NV/CLARK
 GR1647  USGS QUAD   -  MEADVIEW NORTH (1984)
 GR1647
 GR1647                         *CURRENT SURVEY CONTROL
 GR1647  ___________________________________________________________________
 GR1647* NAD 83(1994)-  36 07 10.04627(N)    114 07 22.11426(W)     ADJUSTED  
 GR1647* NAVD 88     -       377.7    (meters)    1239.     (feet)  VERTCON   
 GR1647  ___________________________________________________________________
 GR1647  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 GR1647  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 GR1647
 GR1647  HORZ ORDER  -  THIRD
 GR1647
 GR1647.The horizontal coordinates were established by classical geodetic methods
 GR1647.and adjusted by the National Geodetic Survey in June 1998..
 GR1647
 GR1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1647
 GR1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1647
 GR1647.The geoid height was determined by GEOID03.
 GR1647
 GR1647;                    North         East     Units Scale Factor Converg.
 GR1647;SPC NV E     - 8,152,912.075   331,478.561   MT  1.00011293   +0 51 39.8
 GR1647;SPC NV E     -26,748,345.70  1,087,525.91   sFT  1.00011293   +0 51 39.8
 GR1647;SPC AZ W     -   567,849.849   179,799.051   MT  0.99994721   -0 13 11.1
 GR1647;SPC AZ W     - 1,863,024.44    589,891.90   iFT  0.99994721   -0 13 11.1
 GR1647;UTM  11      - 4,001,032.717   758,956.174   MT  1.00042634   +1 41 49.1
 GR1647
 GR1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1647!SPC NV E     -   0.99994500  x   1.00011293  =   1.00005792
 GR1647!SPC AZ W     -   0.99994500  x   0.99994721  =   0.99989221
 GR1647!UTM  11      -   0.99994500  x   1.00042634  =   1.00037132
 GR1647
 GR1647:                Primary Azimuth Mark                     Grid Az
 GR1647:SPC NV E     -  N 138                                    212 41 36.6
 GR1647:SPC AZ W     -  N 138                                    213 46 27.5
 GR1647:UTM  11      -  N 138                                    211 51 27.3
 GR1647
 GR1647|---------------------------------------------------------------------|
 GR1647| PID    Reference Object                     Distance      Geod. Az  |
 GR1647|                                                           dddmmss.s |
 GR1647| GR1644 N 138                               APPROX. 3.3 KM 2133316.4 |
 GR1647|---------------------------------------------------------------------|
 GR1647
 GR1647                          SUPERSEDED SURVEY CONTROL
 GR1647
 GR1647  NAD 83(1994)-  36 07 10.04625(N)    114 07 22.11412(W) AD(       ) 3
 GR1647  NAD 83(1992)-  36 07 10.04627(N)    114 07 22.11425(W) AD(       ) 3
 GR1647  NAD 83(1986)-  36 07 10.03716(N)    114 07 22.11430(W) AD(       ) 3
 GR1647  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GR1647
 GR1647.Superseded values are not recommended for survey control.
 GR1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1647.See file dsdata.txt to determine how the superseded data were derived.
 GR1647
 GR1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA5895601033(NAD 83)
 GR1647_MARKER: DS = TRIANGULATION STATION DISK
 GR1647_SETTING: 66 = SET IN ROCK OUTCROP
 GR1647_SP_SET: SET IN ROCK OUTCROP
 GR1647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1647+STABILITY: POSITION/ELEVATION WELL
 GR1647
 GR1647  HISTORY     - Date     Condition        Report By
 GR1647  HISTORY     - 1948     MONUMENTED       USGS
 GR1647
 GR1647                          STATION DESCRIPTION
 GR1647
 GR1647'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1647'LOCATED ABOUT 0.9 MI W. OF N.P.S. LIGHT BASE ON SANDY POINT.  ON
 GR1647'SMALL BENCH AT END OF STEEP SPUR RIDGE, ABOUT 70 FT. ABOVE HIGH
 GR1647'WATER MARK.
 GR1647'
 GR1647'TO REACH NOT GIVEN.
 GR1647'
 GR1647'STATION MARK--STANDARD TABLET STAMPED---N 140 1948---, CEMENTED IN
 GR1647'ROCK OUTCROP.
 GR1647'
 GR1647'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0829 ***********************************************************************
 GR0829  DESIGNATION -  N 140 RESET
 GR0829  PID         -  GR0829
 GR0829  STATE/COUNTY-  NV/CLARK
 GR0829  USGS QUAD   -  WEISER RIDGE (1983)
 GR0829
 GR0829                         *CURRENT SURVEY CONTROL
 GR0829  ___________________________________________________________________
 GR0829* NAD 83(1986)-  36 37 04.     (N)    114 37 22.     (W)     SCALED    
 GR0829* NAVD 88     -       544.809  (meters)    1787.43   (feet)  ADJUSTED  
 GR0829  ___________________________________________________________________
 GR0829  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 GR0829  DYNAMIC HT  -         544.289 (meters)    1785.72  (feet)  COMP
 GR0829  MODELED GRAV-     979,660.8   (mgal)                       NAVD 88
 GR0829  OBS GRAVITY -     979,662.6   (mgal)                       GRAV_OBS
 GR0829
 GR0829  VERT ORDER  -  FIRST     CLASS II
 GR0829
 GR0829.The horizontal coordinates were scaled from a topographic map and have
 GR0829.an estimated accuracy of +/- 6 seconds.
 GR0829
 GR0829.The orthometric height was determined by differential leveling
 GR0829.and adjusted by the National Geodetic Survey in June 1991..
 GR0829
 GR0829.The geoid height was determined by GEOID03.
 GR0829
 GR0829.The dynamic height is computed by dividing the NAVD 88
 GR0829.geopotential number by the normal gravity value computed on the
 GR0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0829.degrees latitude (g = 980.6199 gals.).
 GR0829
 GR0829.The modeled gravity was interpolated from observed gravity values.
 GR0829.The observed gravity was obtained from relative gravimeter ties
 GR0829.to the IGSN71 gravity network.
 GR0829
 GR0829;                    North         East    Units  Estimated Accuracy
 GR0829;SPC NV E     - 8,207,650.      285,920.      MT  (+/- 180 meters Scaled)
 GR0829
 GR0829                          SUPERSEDED SURVEY CONTROL
 GR0829
 GR0829.No superseded survey control is available for this station.
 GR0829
 GR0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA125551(NAD 83)
 GR0829_MARKER: DB = BENCH MARK DISK
 GR0829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0829_SP_SET: CULVERT
 GR0829_STAMPING: N 140 RESET 1966
 GR0829_MARK LOGO: CGS   
 GR0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0829
 GR0829  HISTORY     - Date     Condition        Report By
 GR0829  HISTORY     - 1961     MONUMENTED       NVDH
 GR0829  HISTORY     - 1979     GOOD             USGS
 GR0829  HISTORY     - 1983     GOOD             NGS
 GR0829
 GR0829                          STATION DESCRIPTION
 GR0829
 GR0829'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 GR0829'4.3 MI SW FROM GLENDALE.
 GR0829'4.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE STANDARD SERVICE
 GR0829'STATION AT GLENDALE, IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF
 GR0829'SECTION 20,. T 15 S, R 66 EW, 79 FEET NORTH OF HIGHWAY RIGHT-OF-WAY
 GR0829'MARKER W 552+73 AND WITNESSED BY A RED STEEL POST, 69.5 FEET
 GR0829'WEST-NORTHWEST FROM THE NORTHWEST CORNER OF NORTHWEST HEADWALL OF OVAL
 GR0829'PIPE UNDER SOUTH BOUND LANE OF FREEWAY.
 GR0829
 GR0829                          STATION RECOVERY (1979)
 GR0829
 GR0829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0829'4.8 MILES SOUTHWEST ALONG INTERSTATE 15 FROM STANDARD STATION AND
 GR0829'RESTAURANT AT GLENDALE. 50.3 METERS SOUTHWEST OF RIGHTWAY FENCE. 21.6
 GR0829'METERS WEST NORTHWEST OF 42 INCH CULVERT. 41.8 METERS WEST OF
 GR0829'CENTERLINE OF SOUTH BOUND LANES. A STANDARD TABLET SET IN TOP
 GR0829'CONCRETE POST STAMPED N 140 RESET 1961 WITNESSED BY 4+4 POST.
 GR0829
 GR0829                          STATION RECOVERY (1983)
 GR0829
 GR0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0829'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0829'6.8 KM (4.25 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST END
 GR0829'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 0.15 KM (0.1 MI)
 GR0829'SOUTHWEST OF MILEPOST 87, 30.2 METERS (99 FT) NORTHWEST OF THE SOUTH
 GR0829'BOUND CENTERLINE, 31.7 METERS (104 FT) SOUTHEAST OF THE RIGHT OF WAY
 GR0829'FENCE, 19.0 METERS (62.5 FT) WEST-NORTHWEST OF THE NORTHWEST END OF A
 GR0829'36 INCH CORRUGATED METAL PIPE CULVERT, 31.5 METERS (103.5 FT)
 GR0829'SOUTHEAST OF BM N 140 RESET 1981.
 GR0829'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 GR0829'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1382 ***********************************************************************
 GR1382  DESIGNATION -  N 140 RESET
 GR1382  PID         -  GR1382
 GR1382  STATE/COUNTY-  NV/CLARK
 GR1382  USGS QUAD   -  WEISER RIDGE (1983)
 GR1382
 GR1382                         *CURRENT SURVEY CONTROL
 GR1382  ___________________________________________________________________
 GR1382* NAD 83(1986)-  36 37 04.     (N)    114 37 22.     (W)     SCALED    
 GR1382* NAVD 88     -       544.257  (meters)    1785.62   (feet)  ADJUSTED  
 GR1382  ___________________________________________________________________
 GR1382  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 GR1382  DYNAMIC HT  -         543.737 (meters)    1783.91  (feet)  COMP
 GR1382  MODELED GRAV-     979,660.8   (mgal)                       NAVD 88
 GR1382
 GR1382  VERT ORDER  -  FIRST     CLASS II
 GR1382
 GR1382.The horizontal coordinates were scaled from a topographic map and have
 GR1382.an estimated accuracy of +/- 6 seconds.
 GR1382
 GR1382.The orthometric height was determined by differential leveling
 GR1382.and adjusted by the National Geodetic Survey in June 1991..
 GR1382
 GR1382.The geoid height was determined by GEOID03.
 GR1382
 GR1382.The dynamic height is computed by dividing the NAVD 88
 GR1382.geopotential number by the normal gravity value computed on the
 GR1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1382.degrees latitude (g = 980.6199 gals.).
 GR1382
 GR1382.The modeled gravity was interpolated from observed gravity values.
 GR1382
 GR1382;                    North         East    Units  Estimated Accuracy
 GR1382;SPC NV E     - 8,207,650.      285,920.      MT  (+/- 180 meters Scaled)
 GR1382
 GR1382                          SUPERSEDED SURVEY CONTROL
 GR1382
 GR1382.No superseded survey control is available for this station.
 GR1382
 GR1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA125551(NAD 83)
 GR1382_MARKER: DV = VERTICAL CONTROL DISK
 GR1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1382_SP_SET: CONCRETE POST
 GR1382_STAMPING: N 140 RESET 1981
 GR1382_MARK LOGO: NGS   
 GR1382_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1382+STABILITY: SURFACE MOTION
 GR1382
 GR1382  HISTORY     - Date     Condition        Report By
 GR1382  HISTORY     - 1981     MONUMENTED       NVDH
 GR1382  HISTORY     - 19850618 GOOD             NVDT
 GR1382
 GR1382                          STATION DESCRIPTION
 GR1382
 GR1382'DESCRIBED BY NEVADA DEPARTMENT OF TRANSPORTATION 1985
 GR1382'1.8 MILES (2.9 KM) SOUTHWEST ALONG I-15 FROM THE HIDDEN VALLEY
 GR1382'INTERCHANGE OVERPASS, 2.3 MILES (3.7 KM) NORTHEAST ALONG I-15 FROM
 GR1382'THE BYRON INTERCHANGE OVERPASS, 200 FEET (61.0 M) NORTHWEST OF THE
 GR1382'CENTERLINE OF THE SOUTHBOUND LANE AND 3.5 FEET (1.1 M) SOUTHEAST OF
 GR1382'THE R/W FENCE, A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 GR1382'PROJECTING 0.1 FOOT (3.0 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0488 ***********************************************************************
 LQ0488  DESIGNATION -  N 141
 LQ0488  PID         -  LQ0488
 LQ0488  STATE/COUNTY-  NV/ELKO
 LQ0488  USGS QUAD   -  ELKO WEST (1975)
 LQ0488
 LQ0488                         *CURRENT SURVEY CONTROL
 LQ0488  ___________________________________________________________________
 LQ0488* NAD 83(1986)-  40 49 51.     (N)    115 48 10.     (W)     SCALED    
 LQ0488* NAVD 88     -      1594.773  (meters)    5232.18   (feet)  ADJUSTED  
 LQ0488  ___________________________________________________________________
 LQ0488  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 LQ0488  DYNAMIC HT  -        1593.437 (meters)    5227.80  (feet)  COMP
 LQ0488  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 LQ0488
 LQ0488  VERT ORDER  -  SECOND    CLASS 0
 LQ0488
 LQ0488.The horizontal coordinates were scaled from a topographic map and have
 LQ0488.an estimated accuracy of +/- 6 seconds.
 LQ0488
 LQ0488.The orthometric height was determined by differential leveling
 LQ0488.and adjusted by the National Geodetic Survey in June 1991..
 LQ0488
 LQ0488.The geoid height was determined by GEOID03.
 LQ0488
 LQ0488.The dynamic height is computed by dividing the NAVD 88
 LQ0488.geopotential number by the normal gravity value computed on the
 LQ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0488.degrees latitude (g = 980.6199 gals.).
 LQ0488
 LQ0488.The modeled gravity was interpolated from observed gravity values.
 LQ0488
 LQ0488;                    North         East    Units  Estimated Accuracy
 LQ0488;SPC NV E     - 8,674,880.      181,490.      MT  (+/- 180 meters Scaled)
 LQ0488
 LQ0488                          SUPERSEDED SURVEY CONTROL
 LQ0488
 LQ0488  NGVD 29 (??/??/92) 1593.640  (m)         5228.47   (f) ADJ UNCH    2 0
 LQ0488
 LQ0488.Superseded values are not recommended for survey control.
 LQ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0488.See file dsdata.txt to determine how the superseded data were derived.
 LQ0488
 LQ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF009206(NAD 83)
 LQ0488_MARKER: DB = BENCH MARK DISK
 LQ0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0488_STAMPING: N 141 1957
 LQ0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0488+STABILITY: SURFACE MOTION
 LQ0488
 LQ0488  HISTORY     - Date     Condition        Report By
 LQ0488  HISTORY     - 1957     MONUMENTED       CGS
 LQ0488
 LQ0488                          STATION DESCRIPTION
 LQ0488
 LQ0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0488'2.0 MI W FROM ELKO.
 LQ0488'0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 LQ0488'IDAHO STREETS AT ELKO, THENCE 1.0 MILE NORTH ON STATE ROUTE 11, 0.6
 LQ0488'MILE WEST OF STATE ROUTE 11 TO TOP OF HILL, WEST OF THE END OF THE
 LQ0488'NORTHWEST RUNWAY OF ELKO AIRPORT, ON LINE BETWEEN TRIANGULATION
 LQ0488'STATIONS KEY AND KENO, 3.7 FEET SOUTH OF WITNESS POST, SET IN A ROUND
 LQ0488'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1648 ***********************************************************************
 GR1648  DESIGNATION -  N 141
 GR1648  PID         -  GR1648
 GR1648  STATE/COUNTY-  NV/CLARK
 GR1648  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR1648
 GR1648                         *CURRENT SURVEY CONTROL
 GR1648  ___________________________________________________________________
 GR1648* NAD 83(1994)-  36 06 56.12820(N)    114 07 33.27408(W)     ADJUSTED  
 GR1648* NAVD 88     -       359.7    (meters)    1180.     (feet)  VERTCON   
 GR1648  ___________________________________________________________________
 GR1648  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 GR1648  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 GR1648
 GR1648  HORZ ORDER  -  THIRD
 GR1648
 GR1648.The horizontal coordinates were established by classical geodetic methods
 GR1648.and adjusted by the National Geodetic Survey in June 1998..
 GR1648
 GR1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1648
 GR1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1648
 GR1648.The geoid height was determined by GEOID03.
 GR1648
 GR1648;                    North         East     Units Scale Factor Converg.
 GR1648;SPC NV E     - 8,152,478.895   331,205.914   MT  1.00011205   +0 51 32.9
 GR1648;SPC NV E     -26,746,924.51  1,086,631.40   sFT  1.00011205   +0 51 32.9
 GR1648;SPC AZ W     -   567,421.960   179,518.328   MT  0.99994744   -0 13 17.6
 GR1648;SPC AZ W     - 1,861,620.60    588,970.89   iFT  0.99994744   -0 13 17.6
 GR1648;UTM  11      - 4,000,595.468   758,689.792   MT  1.00042464   +1 41 41.9
 GR1648
 GR1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1648!SPC NV E     -   0.99994783  x   1.00011205  =   1.00005987
 GR1648!SPC AZ W     -   0.99994783  x   0.99994744  =   0.99989527
 GR1648!UTM  11      -   0.99994783  x   1.00042464  =   1.00037245
 GR1648
 GR1648                          SUPERSEDED SURVEY CONTROL
 GR1648
 GR1648  NAD 83(1994)-  36 06 56.12825(N)    114 07 33.27324(W) AD(       ) 3
 GR1648  NAD 83(1992)-  36 06 56.12820(N)    114 07 33.27407(W) AD(       ) 3
 GR1648  NAD 83(1986)-  36 06 56.11916(N)    114 07 33.27399(W) AD(       ) 3
 GR1648  NGVD 29 (06/27/88)  359.0    (m)         1178.     (f) VERT ANG       
 GR1648
 GR1648.Superseded values are not recommended for survey control.
 GR1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1648.See file dsdata.txt to determine how the superseded data were derived.
 GR1648
 GR1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA5869000595(NAD 83)
 GR1648_MARKER: DS = TRIANGULATION STATION DISK
 GR1648_SETTING: 66 = SET IN ROCK OUTCROP
 GR1648_SP_SET: SET IN ROCK OUTCROP
 GR1648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1648+STABILITY: POSITION/ELEVATION WELL
 GR1648
 GR1648  HISTORY     - Date     Condition        Report By
 GR1648  HISTORY     - 1948     MONUMENTED       USGS
 GR1648
 GR1648                          STATION DESCRIPTION
 GR1648
 GR1648'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1648'NOT OCCUPIED.
 GR1648'
 GR1648'LOCATED ABOUT 0.9 MI W. OF N.P.S. LIGHT BASE ON SANDY POINT.  AT
 GR1648'END OF SMALL RIDGE, ABOUT 5 FT. BELOW HIGH WATER MARK.
 GR1648'
 GR1648'STATION MARK--STANDARD TABLET STAMPED---N141 1948---, CEMENTED IN
 GR1648'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0509 ***********************************************************************
 MT0509  DESIGNATION -  N 142
 MT0509  PID         -  MT0509
 MT0509  STATE/COUNTY-  NV/ELKO
 MT0509  USGS QUAD   -  HERDER CREEK (1967)
 MT0509
 MT0509                         *CURRENT SURVEY CONTROL
 MT0509  ___________________________________________________________________
 MT0509* NAD 83(1986)-  41 05 45.     (N)    115 07 44.     (W)     SCALED    
 MT0509* NAVD 88     -      1706.229  (meters)    5597.85   (feet)  ADJUSTED  
 MT0509  ___________________________________________________________________
 MT0509  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 MT0509  DYNAMIC HT  -        1704.819 (meters)    5593.23  (feet)  COMP
 MT0509  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 MT0509
 MT0509  VERT ORDER  -  SECOND    CLASS 0
 MT0509
 MT0509.The horizontal coordinates were scaled from a topographic map and have
 MT0509.an estimated accuracy of +/- 6 seconds.
 MT0509
 MT0509.The orthometric height was determined by differential leveling
 MT0509.and adjusted by the National Geodetic Survey in June 1991..
 MT0509
 MT0509.The geoid height was determined by GEOID03.
 MT0509
 MT0509.The dynamic height is computed by dividing the NAVD 88
 MT0509.geopotential number by the normal gravity value computed on the
 MT0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0509.degrees latitude (g = 980.6199 gals.).
 MT0509
 MT0509.The modeled gravity was interpolated from observed gravity values.
 MT0509
 MT0509;                    North         East    Units  Estimated Accuracy
 MT0509;SPC NV E     - 8,704,390.      238,180.      MT  (+/- 180 meters Scaled)
 MT0509
 MT0509                          SUPERSEDED SURVEY CONTROL
 MT0509
 MT0509  NGVD 29 (??/??/92) 1705.044  (m)         5593.97   (f) ADJ UNCH    2 0
 MT0509
 MT0509.Superseded values are not recommended for survey control.
 MT0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0509.See file dsdata.txt to determine how the superseded data were derived.
 MT0509
 MT0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF571510(NAD 83)
 MT0509_MARKER: DB = BENCH MARK DISK
 MT0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0509_STAMPING: N 142 1957
 MT0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0509+STABILITY: SURFACE MOTION
 MT0509
 MT0509  HISTORY     - Date     Condition        Report By
 MT0509  HISTORY     - 1957     MONUMENTED       CGS
 MT0509  HISTORY     - 1984     MARK NOT FOUND   NGS
 MT0509
 MT0509                          STATION DESCRIPTION
 MT0509
 MT0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0509'9.3 MI E FROM DEETH.
 MT0509'0.8 MILE SOUTH ON A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 MT0509'STATION AT DEETH, THENCE 8.5 MILES NORTHEAST ON U.S. HIGHWAY 40, IN
 MT0509'R60E T37N NORTHEAST CORNER OF SECTION 18, 103 FEET SOUTHEAST OF
 MT0509'CENTERLINE OF HIGHWAY, 3.1 FEET SOUTHEAST OF A NORTHEAST-SOUTHWEST
 MT0509'FENCELINE, 8.5 FEET SOUTHWEST OF WITNESS POST, SET IN TOP OF A ROUND
 MT0509'CONCRETE POST.
 MT0509
 MT0509                          STATION RECOVERY (1984)
 MT0509
 MT0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0509'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN
 MT0509'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1649 ***********************************************************************
 GR1649  DESIGNATION -  N 142
 GR1649  PID         -  GR1649
 GR1649  STATE/COUNTY-  NV/CLARK
 GR1649  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1649
 GR1649                         *CURRENT SURVEY CONTROL
 GR1649  ___________________________________________________________________
 GR1649* NAD 83(1994)-  36 07 45.38844(N)    114 06 47.09972(W)     ADJUSTED  
 GR1649* NAVD 88     -       390.7    (meters)    1282.     (feet)  VERTCON   
 GR1649  ___________________________________________________________________
 GR1649  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 GR1649  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 GR1649
 GR1649  HORZ ORDER  -  THIRD
 GR1649
 GR1649.The horizontal coordinates were established by classical geodetic methods
 GR1649.and adjusted by the National Geodetic Survey in June 1998..
 GR1649
 GR1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1649
 GR1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1649
 GR1649.The geoid height was determined by GEOID03.
 GR1649
 GR1649;                    North         East     Units Scale Factor Converg.
 GR1649;SPC NV E     - 8,154,014.618   332,337.710   MT  1.00011573   +0 52 01.2
 GR1649;SPC NV E     -26,751,962.96  1,090,344.64   sFT  1.00011573   +0 52 01.2
 GR1649;SPC AZ W     -   568,935.806   180,678.699   MT  0.99994649   -0 12 50.7
 GR1649;SPC AZ W     - 1,866,587.29    592,777.88   iFT  0.99994649   -0 12 50.7
 GR1649;UTM  11      - 4,002,148.028   759,799.410   MT  1.00043173   +1 42 11.2
 GR1649
 GR1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1649!SPC NV E     -   0.99994296  x   1.00011573  =   1.00005868
 GR1649!SPC AZ W     -   0.99994296  x   0.99994649  =   0.99988945
 GR1649!UTM  11      -   0.99994296  x   1.00043173  =   1.00037466
 GR1649
 GR1649:                Primary Azimuth Mark                     Grid Az
 GR1649:SPC NV E     -  N 140                                    217 55 37.7
 GR1649:SPC AZ W     -  N 140                                    219 00 29.6
 GR1649:UTM  11      -  N 140                                    217 05 27.7
 GR1649
 GR1649|---------------------------------------------------------------------|
 GR1649| PID    Reference Object                     Distance      Geod. Az  |
 GR1649|                                                           dddmmss.s |
 GR1649| GR1647 N 140                               APPROX. 1.4 KM 2184738.9 |
 GR1649|---------------------------------------------------------------------|
 GR1649
 GR1649                          SUPERSEDED SURVEY CONTROL
 GR1649
 GR1649  NAD 83(1994)-  36 07 45.38838(N)    114 06 47.09968(W) AD(       ) 3
 GR1649  NAD 83(1992)-  36 07 45.38843(N)    114 06 47.09971(W) AD(       ) 3
 GR1649  NAD 83(1986)-  36 07 45.37923(N)    114 06 47.09993(W) AD(       ) 3
 GR1649  NGVD 29 (06/27/88)  390.0    (m)         1280.     (f) VERT ANG       
 GR1649
 GR1649.Superseded values are not recommended for survey control.
 GR1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1649.See file dsdata.txt to determine how the superseded data were derived.
 GR1649
 GR1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA5979902148(NAD 83)
 GR1649_MARKER: DS = TRIANGULATION STATION DISK
 GR1649_SETTING: 66 = SET IN ROCK OUTCROP
 GR1649_SP_SET: SET IN ROCK OUTCROP
 GR1649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1649+STABILITY: POSITION/ELEVATION WELL
 GR1649
 GR1649  HISTORY     - Date     Condition        Report By
 GR1649  HISTORY     - 1948     MONUMENTED       USGS
 GR1649
 GR1649                          STATION DESCRIPTION
 GR1649
 GR1649'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1649'LOCATED ABOUT 1.1 MI N. OF N.P.S. LIGHT BASE ON SANDY POINT.
 GR1649'ABOUT 10 FT. W. OF HIGH WATER MARK AT EAST END OF RIDGE, ABOUT 5
 GR1649'FT. ABOVE HIGH WATER MARK.
 GR1649'
 GR1649'TO REACH NOT GIVEN.
 GR1649'
 GR1649'STATION MARK--STANDARD TABLET STAMPED---N 142 1948---, CEMENTED IN
 GR1649'ROCK OUTCROP.
 GR1649'
 GR1649'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0510 ***********************************************************************
 MT0510  DESIGNATION -  N 142 RESET
 MT0510  PID         -  MT0510
 MT0510  STATE/COUNTY-  NV/ELKO
 MT0510  USGS QUAD   -  HERDER CREEK (1967)
 MT0510
 MT0510                         *CURRENT SURVEY CONTROL
 MT0510  ___________________________________________________________________
 MT0510* NAD 83(1986)-  41 05 46.     (N)    115 07 45.     (W)     SCALED    
 MT0510* NAVD 88     -      1706.708  (meters)    5599.42   (feet)  ADJUSTED  
 MT0510  ___________________________________________________________________
 MT0510  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 MT0510  DYNAMIC HT  -        1705.298 (meters)    5594.80  (feet)  COMP
 MT0510  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 MT0510
 MT0510  VERT ORDER  -  FIRST     CLASS II
 MT0510
 MT0510.The horizontal coordinates were scaled from a topographic map and have
 MT0510.an estimated accuracy of +/- 6 seconds.
 MT0510
 MT0510.The orthometric height was determined by differential leveling
 MT0510.and adjusted by the National Geodetic Survey in June 1991..
 MT0510
 MT0510.The geoid height was determined by GEOID03.
 MT0510
 MT0510.The dynamic height is computed by dividing the NAVD 88
 MT0510.geopotential number by the normal gravity value computed on the
 MT0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0510.degrees latitude (g = 980.6199 gals.).
 MT0510
 MT0510.The modeled gravity was interpolated from observed gravity values.
 MT0510
 MT0510;                    North         East    Units  Estimated Accuracy
 MT0510;SPC NV E     - 8,704,420.      238,150.      MT  (+/- 180 meters Scaled)
 MT0510
 MT0510                          SUPERSEDED SURVEY CONTROL
 MT0510
 MT0510.No superseded survey control is available for this station.
 MT0510
 MT0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF571511(NAD 83)
 MT0510_MARKER: DD = SURVEY DISK
 MT0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0510_STAMPING: N 142 RESET 1965
 MT0510_MARK LOGO: CGS   
 MT0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0510+STABILITY: SURFACE MOTION
 MT0510
 MT0510  HISTORY     - Date     Condition        Report By
 MT0510  HISTORY     - 1965     MONUMENTED       NVDH
 MT0510  HISTORY     - 1984     GOOD             NGS
 MT0510
 MT0510                          STATION DESCRIPTION
 MT0510
 MT0510'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1965
 MT0510'9.3 MI E FROM DEETH.
 MT0510'0.8 MILES SOUTH OF A GRAVELED ROAD FROM THE SOUTHERN PACIFIC RAILROAD
 MT0510'STATION AT DEETH, THENCE 8.5 MILES NORTHEAST ON U.S. HWY. 40, IN R60E
 MT0510'T37N NORTHEAST CORNER OF SECTION 18.  THE     RESET MARK IS 40 FEET
 MT0510'NORTH OF THE CENTERLINE OF OLD HIGHWAY U.S. 40 AND 135 FEET NORTH OF
 MT0510'STATION OW 648+80 ON INTERSTATE HIGHWAY 80, 2 FEET SOUTH OF A STEEL
 MT0510'WITNESS POST, SET IN A CONCRETE MONUMENT 10 INCHES IN DIAMETER AND
 MT0510'EXTENDING 0.50 FEET ABOVE GROUND SURFACE.
 MT0510
 MT0510                          STATION RECOVERY (1984)
 MT0510
 MT0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0510'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.0 KM
 MT0510'(10.0 MI) WEST ALONG OLD US HIGHWAY 40 FROM THE INTERSECTION OF US
 MT0510'HIGHWAY 93 AT WELLS, 1.65 KM (1.0 MI) WEST OF THE JUNCTION OF STATE
 MT0510'HIGHWAY 230, 12.2 METERS (40 FT) NORTH OF THE HIGHWAY CENTERLINE,
 MT0510'18.3 METERS (60 FT) SOUTH OF THE RIGHT OF WAY FENCE AND 0.6 METER
 MT0510'(2 FT) SOUTH OF A T TOP FENCE POST.
 MT0510'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MT0510'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0300 ***********************************************************************
 MT0300  DESIGNATION -  N 143
 MT0300  PID         -  MT0300
 MT0300  STATE/COUNTY-  NV/ELKO
 MT0300  USGS QUAD   -  PEQUOP SUMMIT (1982)
 MT0300
 MT0300                         *CURRENT SURVEY CONTROL
 MT0300  ___________________________________________________________________
 MT0300* NAD 83(1986)-  41 04 25.     (N)    114 35 28.     (W)     SCALED    
 MT0300* NAVD 88     -      2063.029  (meters)    6768.45   (feet)  ADJUSTED  
 MT0300  ___________________________________________________________________
 MT0300  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 MT0300  DYNAMIC HT  -        2061.252 (meters)    6762.62  (feet)  COMP
 MT0300  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 MT0300
 MT0300  VERT ORDER  -  SECOND    CLASS 0
 MT0300
 MT0300.The horizontal coordinates were scaled from a topographic map and have
 MT0300.an estimated accuracy of +/- 6 seconds.
 MT0300
 MT0300.The orthometric height was determined by differential leveling
 MT0300.and adjusted by the National Geodetic Survey in June 1991..
 MT0300
 MT0300.The geoid height was determined by GEOID03.
 MT0300
 MT0300.The dynamic height is computed by dividing the NAVD 88
 MT0300.geopotential number by the normal gravity value computed on the
 MT0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0300.degrees latitude (g = 980.6199 gals.).
 MT0300
 MT0300.The modeled gravity was interpolated from observed gravity values.
 MT0300
 MT0300;                    North         East    Units  Estimated Accuracy
 MT0300;SPC NV E     - 8,702,290.      283,380.      MT  (+/- 180 meters Scaled)
 MT0300
 MT0300                          SUPERSEDED SURVEY CONTROL
 MT0300
 MT0300  NGVD 29 (??/??/92) 2061.854  (m)         6764.60   (f) ADJ UNCH    2 0
 MT0300
 MT0300.Superseded values are not recommended for survey control.
 MT0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0300.See file dsdata.txt to determine how the superseded data were derived.
 MT0300
 MT0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF023497(NAD 83)
 MT0300_MARKER: DB = BENCH MARK DISK
 MT0300_SETTING: 66 = SET IN ROCK OUTCROP
 MT0300_SP_SET: SET IN ROCK OUTCROP
 MT0300_STAMPING: N 143 1957
 MT0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0300+STABILITY: POSITION/ELEVATION WELL
 MT0300
 MT0300  HISTORY     - Date     Condition        Report By
 MT0300  HISTORY     - 1957     MONUMENTED       CGS
 MT0300
 MT0300                          STATION DESCRIPTION
 MT0300
 MT0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0300'21.3 MI E FROM WELLS.
 MT0300'21.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0300'AVE. AND U.S. HIGHWAY 40 AT WELLS, 137.0 FEET SOUTH OF CENTER LINE OF
 MT0300'THE HIGHWAY, 6.4 FEET EAST OF WITNESS POST, SET IN A ROCK OUTCROP, 1.0
 MT0300'FOOT ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1650 ***********************************************************************
 GR1650  DESIGNATION -  N 143
 GR1650  PID         -  GR1650
 GR1650  STATE/COUNTY-  NV/CLARK
 GR1650  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1650
 GR1650                         *CURRENT SURVEY CONTROL
 GR1650  ___________________________________________________________________
 GR1650* NAD 83(1994)-  36 08 36.47053(N)    114 06 24.33049(W)     ADJUSTED  
 GR1650* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1650  ___________________________________________________________________
 GR1650  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 GR1650  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 GR1650
 GR1650  HORZ ORDER  -  THIRD
 GR1650
 GR1650.The horizontal coordinates were established by classical geodetic methods
 GR1650.and adjusted by the National Geodetic Survey in June 1998..
 GR1650
 GR1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1650
 GR1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1650
 GR1650.The geoid height was determined by GEOID03.
 GR1650
 GR1650;                    North         East     Units Scale Factor Converg.
 GR1650;SPC NV E     - 8,155,597.741   332,883.111   MT  1.00011751   +0 52 15.7
 GR1650;SPC NV E     -26,757,156.92  1,092,134.01   sFT  1.00011751   +0 52 15.7
 GR1650;SPC AZ W     -   570,508.087   181,253.779   MT  0.99994603   -0 12 37.5
 GR1650;SPC AZ W     - 1,871,745.69    594,664.63   iFT  0.99994603   -0 12 37.5
 GR1650;UTM  11      - 4,003,739.446   760,321.813   MT  1.00043508   +1 42 26.7
 GR1650
 GR1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1650!SPC NV E     -   0.99994687  x   1.00011751  =   1.00006438
 GR1650!SPC AZ W     -   0.99994687  x   0.99994603  =   0.99989290
 GR1650!UTM  11      -   0.99994687  x   1.00043508  =   1.00038193
 GR1650
 GR1650:                Primary Azimuth Mark                     Grid Az
 GR1650:SPC NV E     -  N 142                                    199 00 33.0
 GR1650:SPC AZ W     -  N 142                                    200 05 26.2
 GR1650:UTM  11      -  N 142                                    198 10 22.0
 GR1650
 GR1650|---------------------------------------------------------------------|
 GR1650| PID    Reference Object                     Distance      Geod. Az  |
 GR1650|                                                           dddmmss.s |
 GR1650| GR1649 N 142                               APPROX. 1.7 KM 1995248.7 |
 GR1650|---------------------------------------------------------------------|
 GR1650
 GR1650                          SUPERSEDED SURVEY CONTROL
 GR1650
 GR1650  NAD 83(1994)-  36 08 36.47051(N)    114 06 24.33047(W) AD(       ) 3
 GR1650  NAD 83(1992)-  36 08 36.47053(N)    114 06 24.33049(W) AD(       ) 3
 GR1650  NAD 83(1986)-  36 08 36.46121(N)    114 06 24.33081(W) AD(       ) 3
 GR1650  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1650
 GR1650.Superseded values are not recommended for survey control.
 GR1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1650.See file dsdata.txt to determine how the superseded data were derived.
 GR1650
 GR1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6032203739(NAD 83)
 GR1650_MARKER: DS = TRIANGULATION STATION DISK
 GR1650_SETTING: 80 = SET IN A BOULDER
 GR1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1650+STABILITY: SURFACE MOTION
 GR1650
 GR1650  HISTORY     - Date     Condition        Report By
 GR1650  HISTORY     - 1948     MONUMENTED       USGS
 GR1650
 GR1650                          STATION DESCRIPTION
 GR1650
 GR1650'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1650'LOCATED ABOUT 2.1 MI N. OF N.P.S. LIGHT BASE ON SANDY POINT.
 GR1650'ABOUT 30 FT. W. OF HIGH WATER MARK AT EAST END OF LONG, NARROW,
 GR1650'GRAY RIDGE, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1650'
 GR1650'TO REACH NOT GIVEN.
 GR1650'
 GR1650'STATION MARK--STANDARD TABLET STAMPED---N 143 1948---, CEMENTED IN
 GR1650'TOP OF BOULDER IN PLACE.
 GR1650'
 GR1650'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0124 ***********************************************************************
 LQ0124  DESIGNATION -  N 144
 LQ0124  PID         -  LQ0124
 LQ0124  STATE/COUNTY-  NV/ELKO
 LQ0124  USGS QUAD   -  WENDOVER (1972)
 LQ0124
 LQ0124                         *CURRENT SURVEY CONTROL
 LQ0124  ___________________________________________________________________
 LQ0124* NAD 83(1986)-  40 44 31.     (N)    114 05 07.     (W)     SCALED    
 LQ0124* NAVD 88     -      1408.968  (meters)    4622.59   (feet)  ADJUSTED  
 LQ0124  ___________________________________________________________________
 LQ0124  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 LQ0124  DYNAMIC HT  -        1407.874 (meters)    4619.00  (feet)  COMP
 LQ0124  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 LQ0124
 LQ0124  VERT ORDER  -  SECOND    CLASS 0
 LQ0124
 LQ0124.The horizontal coordinates were scaled from a topographic map and have
 LQ0124.an estimated accuracy of +/- 6 seconds.
 LQ0124
 LQ0124.The orthometric height was determined by differential leveling
 LQ0124.and adjusted by the National Geodetic Survey in June 1991..
 LQ0124
 LQ0124.The geoid height was determined by GEOID03.
 LQ0124
 LQ0124.The dynamic height is computed by dividing the NAVD 88
 LQ0124.geopotential number by the normal gravity value computed on the
 LQ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0124.degrees latitude (g = 980.6199 gals.).
 LQ0124
 LQ0124.The modeled gravity was interpolated from observed gravity values.
 LQ0124
 LQ0124;                    North         East    Units  Estimated Accuracy
 LQ0124;SPC NV E     - 8,666,070.      326,520.      MT  (+/- 180 meters Scaled)
 LQ0124
 LQ0124                          SUPERSEDED SURVEY CONTROL
 LQ0124
 LQ0124  NGVD 29 (??/??/92) 1407.993  (m)         4619.39   (f) ADJ UNCH    2 0
 LQ0124
 LQ0124.Superseded values are not recommended for survey control.
 LQ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0124.See file dsdata.txt to determine how the superseded data were derived.
 LQ0124
 LQ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF461141(NAD 83)
 LQ0124_MARKER: DB = BENCH MARK DISK
 LQ0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0124_STAMPING: N 144 1957
 LQ0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0124+STABILITY: SURFACE MOTION
 LQ0124
 LQ0124  HISTORY     - Date     Condition        Report By
 LQ0124  HISTORY     - 1957     MONUMENTED       CGS
 LQ0124  HISTORY     - 1958     GOOD             NGS
 LQ0124
 LQ0124                          STATION DESCRIPTION
 LQ0124
 LQ0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0124'1.6 MI W FROM WENDOVER, UT.
 LQ0124'1.6 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0124'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, 114.0 FEET
 LQ0124'SOUTHEAST OF CENTERLINE OF HIGHWAY, 2.6 FEET WEST OF WITNESS POST, SET
 LQ0124'IN A ROUND CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND SURFACE.
 LQ0124
 LQ0124                          STATION RECOVERY (1958)
 LQ0124
 LQ0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1651 ***********************************************************************
 GR1651  DESIGNATION -  N 144
 GR1651  PID         -  GR1651
 GR1651  STATE/COUNTY-  NV/CLARK
 GR1651  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1651
 GR1651                         *CURRENT SURVEY CONTROL
 GR1651  ___________________________________________________________________
 GR1651* NAD 83(1994)-  36 09 04.29123(N)    114 05 35.88115(W)     ADJUSTED  
 GR1651* NAVD 88     -       347.6    (meters)    1140.     (feet)  VERTCON   
 GR1651  ___________________________________________________________________
 GR1651  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 GR1651  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 GR1651
 GR1651  HORZ ORDER  -  THIRD
 GR1651
 GR1651.The horizontal coordinates were established by classical geodetic methods
 GR1651.and adjusted by the National Geodetic Survey in June 1998..
 GR1651
 GR1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1651
 GR1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1651
 GR1651.The geoid height was determined by GEOID03.
 GR1651
 GR1651;                    North         East     Units Scale Factor Converg.
 GR1651;SPC NV E     - 8,156,473.752   334,081.192   MT  1.00012145   +0 52 44.9
 GR1651;SPC NV E     -26,760,030.97  1,096,064.71   sFT  1.00012145   +0 52 44.9
 GR1651;SPC AZ W     -   571,361.180   182,467.971   MT  0.99994509   -0 12 09.1
 GR1651;SPC AZ W     - 1,874,544.55    598,648.20   iFT  0.99994509   -0 12 09.1
 GR1651;UTM  11      - 4,004,633.140   761,507.356   MT  1.00044270   +1 42 56.5
 GR1651
 GR1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1651!SPC NV E     -   0.99994969  x   1.00012145  =   1.00007114
 GR1651!SPC AZ W     -   0.99994969  x   0.99994509  =   0.99989478
 GR1651!UTM  11      -   0.99994969  x   1.00044270  =   1.00039237
 GR1651
 GR1651:                Primary Azimuth Mark                     Grid Az
 GR1651:SPC NV E     -  A 69                                     134 15 16.8
 GR1651:SPC AZ W     -  A 69                                     135 20 10.8
 GR1651:UTM  11      -  A 69                                     133 25 05.2
 GR1651
 GR1651|---------------------------------------------------------------------|
 GR1651| PID    Reference Object                     Distance      Geod. Az  |
 GR1651|                                                           dddmmss.s |
 GR1651| GR1560 A 69                                APPROX. 1.0 KM 1350801.7 |
 GR1651|---------------------------------------------------------------------|
 GR1651
 GR1651                          SUPERSEDED SURVEY CONTROL
 GR1651
 GR1651  NAD 83(1994)-  36 09 04.29121(N)    114 05 35.88115(W) AD(       ) 3
 GR1651  NAD 83(1992)-  36 09 04.29123(N)    114 05 35.88117(W) AD(       ) 3
 GR1651  NAD 83(1986)-  36 09 04.28189(N)    114 05 35.88158(W) AD(       ) 3
 GR1651  NGVD 29 (06/27/88)  347.0    (m)         1138.     (f) VERT ANG       
 GR1651
 GR1651.Superseded values are not recommended for survey control.
 GR1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1651.See file dsdata.txt to determine how the superseded data were derived.
 GR1651
 GR1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6150704633(NAD 83)
 GR1651_MARKER: DS = TRIANGULATION STATION DISK
 GR1651_SETTING: 80 = SET IN A BOULDER
 GR1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1651+STABILITY: SURFACE MOTION
 GR1651
 GR1651  HISTORY     - Date     Condition        Report By
 GR1651  HISTORY     - 1948     MONUMENTED       USGS
 GR1651
 GR1651                          STATION DESCRIPTION
 GR1651
 GR1651'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1651'LOCATED ABOUT 2.7 MI N. OF N.P.S. LIGHT BASE ON SANDY POINT.
 GR1651'ABOUT 70 FT. E. OF HIGHEST POINT OF ISLAND, ABOUT 10 FT. ABOVE
 GR1651'HIGH WATER MARK.
 GR1651'
 GR1651'TO REACH NOT GIVEN.
 GR1651'
 GR1651'STATION MARK--STANDARD TABLET STAMPED---N 144 1948---, CEMENTED IN
 GR1651'TOP OF BOULDER IN PLACE.
 GR1651'
 GR1651'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0069 ***********************************************************************
 LS0069  DESIGNATION -  N 145
 LS0069  PID         -  LS0069
 LS0069  STATE/COUNTY-  NV/PERSHING
 LS0069  USGS QUAD   -  MILL CITY (1987)
 LS0069
 LS0069                         *CURRENT SURVEY CONTROL
 LS0069  ___________________________________________________________________
 LS0069* NAD 83(1986)-  40 39 58.     (N)    118 06 56.     (W)     SCALED    
 LS0069* NAVD 88     -      1283.123  (meters)    4209.71   (feet)  ADJUSTED  
 LS0069  ___________________________________________________________________
 LS0069  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 LS0069  DYNAMIC HT  -        1282.112 (meters)    4206.40  (feet)  COMP
 LS0069  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 LS0069
 LS0069  VERT ORDER  -  FIRST     CLASS II
 LS0069
 LS0069.The horizontal coordinates were scaled from a topographic map and have
 LS0069.an estimated accuracy of +/- 6 seconds.
 LS0069
 LS0069.The orthometric height was determined by differential leveling
 LS0069.and adjusted by the National Geodetic Survey in June 1991..
 LS0069.WARNING-Repeat measurements at this control monument indicate possible
 LS0069.vertical movement.
 LS0069
 LS0069.The geoid height was determined by GEOID03.
 LS0069
 LS0069.The dynamic height is computed by dividing the NAVD 88
 LS0069.geopotential number by the normal gravity value computed on the
 LS0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0069.degrees latitude (g = 980.6199 gals.).
 LS0069
 LS0069.The modeled gravity was interpolated from observed gravity values.
 LS0069
 LS0069;                    North         East    Units  Estimated Accuracy
 LS0069;SPC NV W     - 4,656,680.      839,550.      MT  (+/- 180 meters Scaled)
 LS0069
 LS0069                          SUPERSEDED SURVEY CONTROL
 LS0069
 LS0069  NGVD 29 (??/??/92) 1282.104  (m)         4206.37   (f) ADJ UNCH    1 2
 LS0069
 LS0069.Superseded values are not recommended for survey control.
 LS0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0069.See file dsdata.txt to determine how the superseded data were derived.
 LS0069
 LS0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF057022(NAD 83)
 LS0069_MARKER: DB = BENCH MARK DISK
 LS0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0069_SP_SET: CONCRETE POST
 LS0069_STAMPING: N 145 1957
 LS0069_MARK LOGO: CGS   
 LS0069_PROJECTION: PROJECTING 10 CENTIMETERS
 LS0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0069+STABILITY: SURFACE MOTION
 LS0069
 LS0069  HISTORY     - Date     Condition        Report By
 LS0069  HISTORY     - 1957     MONUMENTED       CGS
 LS0069  HISTORY     - 1978     GOOD             NGS
 LS0069  HISTORY     - 1986     GOOD             NGS
 LS0069
 LS0069                          STATION DESCRIPTION
 LS0069
 LS0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LS0069'1.8 MI NE FROM IMLAY.
 LS0069'1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE LITTLE NEVADA BAR
 LS0069'AND CAFE AT IMLAY, 61.0 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 4.5
 LS0069'FEET SOUTHWEST OF WITNESS POST, IN LINE WITH TELEPHONE POLES, SET IN A
 LS0069'ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LS0069
 LS0069                          STATION RECOVERY (1978)
 LS0069
 LS0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LS0069'1.7 MI NORTHEAST ALONG THE NORTHWEST FRONTAGE ROAD OF INTERSTATE
 LS0069'HIGHWAY 80 FROM THE OVERCROSSING AT IMLAY, 74.5 FT NORTHWEST OF
 LS0069'TELEPHONE POLE 4845, 62.0 FT NORTHWEST OF THE CENTERLINE OF THE ROAD,
 LS0069'1.5 FT SOUTHWEST OF A METAL WITNESS POST, IN LINE WITH A ROW OF
 LS0069'TELEPHONE POLES, ABOUT 2 FT LOWER THAN THE ROAD, AND SET IN THE TOP
 LS0069'OF A CONCRETE POST PROJECTING 0.4 FT ABOVE THE GROUND.
 LS0069
 LS0069                          STATION RECOVERY (1986)
 LS0069
 LS0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0069'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.7 KM (1.7
 LS0069'MI) NORTHEAST ALONG THE FRONTAGE ROAD (THE OLD HIGHWAY) FROM THE
 LS0069'OVERPASS (EXIT 145) IN IMLAY, 18.7 METERS (61.5 FT) NORTHWEST OF THE
 LS0069'CENTER OF THE ROAD, 36.1 METERS (118.5 FT) SOUTHWEST OF MILEPOST 3,
 LS0069'21.9 METERS (72.0 FT) SOUTHWEST OF A TELEPHONE POLE, 2.3 METERS
 LS0069'(7.5 FT) SOUTHEAST OF A FENCE.
 LS0069'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 LS0069'THE MARK IS 0.4 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1652 ***********************************************************************
 GR1652  DESIGNATION -  N 145
 GR1652  PID         -  GR1652
 GR1652  STATE/COUNTY-  NV/CLARK
 GR1652  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1652
 GR1652                         *CURRENT SURVEY CONTROL
 GR1652  ___________________________________________________________________
 GR1652* NAD 83(1994)-  36 09 06.96593(N)    114 05 09.84083(W)     ADJUSTED  
 GR1652* NAVD 88     -       329.6    (meters)    1081.     (feet)  VERTCON   
 GR1652  ___________________________________________________________________
 GR1652  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 GR1652  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 GR1652
 GR1652  HORZ ORDER  -  THIRD
 GR1652
 GR1652.The horizontal coordinates were established by classical geodetic methods
 GR1652.and adjusted by the National Geodetic Survey in June 1998..
 GR1652
 GR1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1652
 GR1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1652
 GR1652.The geoid height was determined by GEOID03.
 GR1652
 GR1652;                    North         East     Units Scale Factor Converg.
 GR1652;SPC NV E     - 8,156,566.207   334,730.868   MT  1.00012360   +0 53 00.3
 GR1652;SPC NV E     -26,760,334.30  1,098,196.19   sFT  1.00012360   +0 53 00.3
 GR1652;SPC AZ W     -   571,441.340   183,119.161   MT  0.99994460   -0 11 53.7
 GR1652;SPC AZ W     - 1,874,807.55    600,784.65   iFT  0.99994460   -0 11 53.7
 GR1652;UTM  11      - 4,004,735.103   762,155.823   MT  1.00044689   +1 43 12.0
 GR1652
 GR1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1652!SPC NV E     -   0.99995252  x   1.00012360  =   1.00007611
 GR1652!SPC AZ W     -   0.99995252  x   0.99994460  =   0.99989712
 GR1652!UTM  11      -   0.99995252  x   1.00044689  =   1.00039938
 GR1652
 GR1652:                Primary Azimuth Mark                     Grid Az
 GR1652:SPC NV E     -  N 146                                    021 18 43.2
 GR1652:SPC AZ W     -  N 146                                    022 23 37.2
 GR1652:UTM  11      -  N 146                                    020 28 31.5
 GR1652
 GR1652|---------------------------------------------------------------------|
 GR1652| PID    Reference Object                     Distance      Geod. Az  |
 GR1652|                                                           dddmmss.s |
 GR1652| GR1653 N 146                               APPROX. 1.6 KM 0221143.5 |
 GR1652|---------------------------------------------------------------------|
 GR1652
 GR1652                          SUPERSEDED SURVEY CONTROL
 GR1652
 GR1652  NAD 83(1994)-  36 09 06.96593(N)    114 05 09.84084(W) AD(       ) 3
 GR1652  NAD 83(1992)-  36 09 06.96594(N)    114 05 09.84085(W) AD(       ) 3
 GR1652  NAD 83(1986)-  36 09 06.95658(N)    114 05 09.84129(W) AD(       ) 3
 GR1652  NGVD 29 (06/27/88)  329.0    (m)         1079.     (f) VERT ANG       
 GR1652
 GR1652.Superseded values are not recommended for survey control.
 GR1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1652.See file dsdata.txt to determine how the superseded data were derived.
 GR1652
 GR1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6215604735(NAD 83)
 GR1652_MARKER: DS = TRIANGULATION STATION DISK
 GR1652_SETTING: 66 = SET IN ROCK OUTCROP
 GR1652_SP_SET: SET IN ROCK OUTCROP
 GR1652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1652+STABILITY: POSITION/ELEVATION WELL
 GR1652
 GR1652  HISTORY     - Date     Condition        Report By
 GR1652  HISTORY     - 1948     MONUMENTED       USGS
 GR1652
 GR1652                          STATION DESCRIPTION
 GR1652
 GR1652'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1652'LOCATED ABOUT 2.9 MI NE. OF N.P.S. LIGHT BASE ON SANDY POINT.
 GR1652'ABOUT 250 FT. E. OF HIGHEST POINT ON LOW ISLAND, ABOUT 30 FT.
 GR1652'BELOW HIGH WATER MARK.
 GR1652'
 GR1652'TO REACH NOT GIVEN.
 GR1652'
 GR1652'STATION MARK--STANDARD TABLET STAMPED---N 145 1948---, CEMENTED IN
 GR1652'ROCK OUTCROP.
 GR1652'
 GR1652'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0217 ***********************************************************************
 FS0217  DESIGNATION -  N 146
 FS0217  PID         -  FS0217
 FS0217  STATE/COUNTY-  NV/CLARK
 FS0217  USGS QUAD   -  JEAN (1989)
 FS0217
 FS0217                         *CURRENT SURVEY CONTROL
 FS0217  ___________________________________________________________________
 FS0217* NAD 83(1986)-  35 45 27.     (N)    115 20 24.     (W)     SCALED    
 FS0217* NAVD 88     -       853.47   (+/-2cm)    2800.1    (feet)  VERTCON   
 FS0217  ___________________________________________________________________
 FS0217  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 FS0217
 FS0217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0217
 FS0217.The horizontal coordinates were scaled from a topographic map and have
 FS0217.an estimated accuracy of +/- 6 seconds.
 FS0217
 FS0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0217.The vertical order pertains to the NGVD 29 superseded value.
 FS0217
 FS0217.The geoid height was determined by GEOID03.
 FS0217
 FS0217;                    North         East    Units  Estimated Accuracy
 FS0217;SPC NV E     - 8,111,790.      222,010.      MT  (+/- 180 meters Scaled)
 FS0217
 FS0217                          SUPERSEDED SURVEY CONTROL
 FS0217
 FS0217  NGVD 29 (??/??/92)  852.690  (m)         2797.53   (f) ADJ UNCH    2 0
 FS0217
 FS0217.Superseded values are not recommended for survey control.
 FS0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0217.See file dsdata.txt to determine how the superseded data were derived.
 FS0217
 FS0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV500583(NAD 83)
 FS0217_MARKER: DB = BENCH MARK DISK
 FS0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0217_STAMPING: N 146 1958
 FS0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0217+STABILITY: SURFACE MOTION
 FS0217
 FS0217  HISTORY     - Date     Condition        Report By
 FS0217  HISTORY     - 1958     MONUMENTED       CGS
 FS0217  HISTORY     - 19870512 MARK NOT FOUND   USPSQD
 FS0217
 FS0217                          STATION DESCRIPTION
 FS0217
 FS0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FS0217'1.8 MI S FROM JEAN.
 FS0217'1.75 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 FS0217'HIGHWAY 91 AND GOODSPRINGS ROAD AT JEAN, 137.0 FEET SOUTHEAST
 FS0217'OF THE SOUTHEAST CORNER OF A CONCRETE CULVERT, 120.0 FEET EAST
 FS0217'OF THE CENTER LINE OF HIGHWAY, 3.8 FEET SOUTH OF A CONCRETE
 FS0217'WITNESS POST, SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 FS0217'SURFACE.
 FS0217
 FS0217                          STATION RECOVERY (1987)
 FS0217
 FS0217'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 FS0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1653 ***********************************************************************
 GR1653  DESIGNATION -  N 146
 GR1653  PID         -  GR1653
 GR1653  STATE/COUNTY-  NV/CLARK
 GR1653  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1653
 GR1653                         *CURRENT SURVEY CONTROL
 GR1653  ___________________________________________________________________
 GR1653* NAD 83(1994)-  36 09 54.08310(N)    114 04 46.13285(W)     ADJUSTED  
 GR1653* NAVD 88     -       353.7    (meters)    1160.     (feet)  VERTCON   
 GR1653  ___________________________________________________________________
 GR1653  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 GR1653  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 GR1653
 GR1653  HORZ ORDER  -  THIRD
 GR1653
 GR1653.The horizontal coordinates were established by classical geodetic methods
 GR1653.and adjusted by the National Geodetic Survey in June 1998..
 GR1653
 GR1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1653
 GR1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1653
 GR1653.The geoid height was determined by GEOID03.
 GR1653
 GR1653;                    North         East     Units Scale Factor Converg.
 GR1653;SPC NV E     - 8,158,027.655   335,301.012   MT  1.00012549   +0 53 15.3
 GR1653;SPC NV E     -26,765,129.06  1,100,066.74   sFT  1.00012549   +0 53 15.3
 GR1653;SPC AZ W     -   572,891.501   183,716.688   MT  0.99994416   -0 11 40.0
 GR1653;SPC AZ W     - 1,879,565.29    602,745.04   iFT  0.99994416   -0 11 40.0
 GR1653;UTM  11      - 4,006,205.197   762,704.742   MT  1.00045043   +1 43 27.9
 GR1653;UTM  12      - 4,006,647.544   222,992.239   MT  1.00054557   -1 49 06.2
 GR1653
 GR1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1653!SPC NV E     -   0.99994874  x   1.00012549  =   1.00007422
 GR1653!SPC AZ W     -   0.99994874  x   0.99994416  =   0.99989290
 GR1653!UTM  11      -   0.99994874  x   1.00045043  =   1.00039915
 GR1653!UTM  12      -   0.99994874  x   1.00054557  =   1.00049428
 GR1653
 GR1653:                Primary Azimuth Mark                     Grid Az
 GR1653:SPC NV E     -  N 145                                    201 18 42.2
 GR1653:SPC AZ W     -  N 145                                    202 23 37.5
 GR1653:UTM  11      -  N 145                                    200 28 29.6
 GR1653:UTM  12      -  N 145                                    204 01 03.7
 GR1653
 GR1653|---------------------------------------------------------------------|
 GR1653| PID    Reference Object                     Distance      Geod. Az  |
 GR1653|                                                           dddmmss.s |
 GR1653| GR1652 N 145                               APPROX. 1.6 KM 2021157.5 |
 GR1653|---------------------------------------------------------------------|
 GR1653
 GR1653                          SUPERSEDED SURVEY CONTROL
 GR1653
 GR1653  NAD 83(1994)-  36 09 54.08310(N)    114 04 46.13285(W) AD(       ) 3
 GR1653  NAD 83(1992)-  36 09 54.08311(N)    114 04 46.13285(W) AD(       ) 3
 GR1653  NAD 83(1986)-  36 09 54.07389(N)    114 04 46.13331(W) AD(       ) 3
 GR1653  NGVD 29 (06/27/88)  353.0    (m)         1158.     (f) VERT ANG       
 GR1653
 GR1653.Superseded values are not recommended for survey control.
 GR1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1653.See file dsdata.txt to determine how the superseded data were derived.
 GR1653
 GR1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6270506205(NAD 83)
 GR1653_MARKER: DS = TRIANGULATION STATION DISK
 GR1653_SETTING: 66 = SET IN ROCK OUTCROP
 GR1653_SP_SET: SET IN BEDROCK
 GR1653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1653+STABILITY: POSITION/ELEVATION WELL
 GR1653
 GR1653  HISTORY     - Date     Condition        Report By
 GR1653  HISTORY     - 1948     MONUMENTED       USGS
 GR1653
 GR1653                          STATION DESCRIPTION
 GR1653
 GR1653'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1653'LOCATED ABOUT 2.4 MI SW. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1653'IN ICEBERG CANYON, ON PROMINENT POINT ON NORTH SIDE OF SMALL
 GR1653'INLET, ABOUT 5 FT. BELOW HIGH WATER MARK.
 GR1653'
 GR1653'TO REACH NOT GIVEN.
 GR1653'
 GR1653'STATION MARK--STANDARD TABLET STAMPED---N 146 1948---, CEMENTED IN
 GR1653'BEDROCK.
 GR1653'
 GR1653'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1176 ***********************************************************************
 KR1176  DESIGNATION -  N 147
 KR1176  PID         -  KR1176
 KR1176  STATE/COUNTY-  NV/WASHOE
 KR1176  USGS QUAD   -  VERDI (1982)
 KR1176
 KR1176                         *CURRENT SURVEY CONTROL
 KR1176  ___________________________________________________________________
 KR1176* NAD 83(1986)-  39 31 08.     (N)    119 57 32.     (W)     SCALED    
 KR1176* NAVD 88     -      1462.265  (meters)    4797.45   (feet)  ADJUSTED  
 KR1176  ___________________________________________________________________
 KR1176  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 KR1176  DYNAMIC HT  -        1460.872 (meters)    4792.88  (feet)  COMP
 KR1176  MODELED GRAV-     979,623.8   (mgal)                       NAVD 88
 KR1176
 KR1176  VERT ORDER  -  SECOND    CLASS 0
 KR1176
 KR1176.The horizontal coordinates were scaled from a topographic map and have
 KR1176.an estimated accuracy of +/- 6 seconds.
 KR1176
 KR1176.The orthometric height was determined by differential leveling
 KR1176.and adjusted by the National Geodetic Survey in June 1991..
 KR1176
 KR1176.The geoid height was determined by GEOID03.
 KR1176
 KR1176.The dynamic height is computed by dividing the NAVD 88
 KR1176.geopotential number by the normal gravity value computed on the
 KR1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1176.degrees latitude (g = 980.6199 gals.).
 KR1176
 KR1176.The modeled gravity was interpolated from observed gravity values.
 KR1176
 KR1176;                    North         East    Units  Estimated Accuracy
 KR1176;SPC NV W     - 4,530,100.      681,730.      MT  (+/- 180 meters Scaled)
 KR1176
 KR1176                          SUPERSEDED SURVEY CONTROL
 KR1176
 KR1176  NGVD 29 (??/??/92) 1461.105  (m)         4793.64   (f) ADJ UNCH    2 0
 KR1176
 KR1176.Superseded values are not recommended for survey control.
 KR1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1176.See file dsdata.txt to determine how the superseded data were derived.
 KR1176
 KR1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD456785(NAD 83)
 KR1176_MARKER: DB = BENCH MARK DISK
 KR1176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1176_SP_SET: CULVERT
 KR1176_STAMPING: N 147 1958
 KR1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1176
 KR1176  HISTORY     - Date     Condition        Report By
 KR1176  HISTORY     - 1958     MONUMENTED       CGS
 KR1176
 KR1176                          STATION DESCRIPTION
 KR1176
 KR1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KR1176'1.9 MI E FROM VERDI.
 KR1176'1.9 MILES EAST ALONG THE OLD VERDI ROAD FROM THE VERDI RAILROAD
 KR1176'STATION, 29.0 FEET NORTH OF A FENCE AROUND A HOME BELONGING TO THE
 KR1176'SIERRA PACIFIC POWER CO., 26.0 FEET SOUTH OF THE CENTERLINE OF U.S.
 KR1176'HIGHWAY 40, 17.0 FEET NORTH OF THE CENTER OF OLD VERDI ROAD, SET IN A
 KR1176'DRILL HOLE IN THE WEST CORNER OF THE SOUTH CONCRETE RETAINING WALL,
 KR1176'AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.  THIS MARK IS SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1654 ***********************************************************************
 GR1654  DESIGNATION -  N 147
 GR1654  PID         -  GR1654
 GR1654  STATE/COUNTY-  NV/CLARK
 GR1654  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1654
 GR1654                         *CURRENT SURVEY CONTROL
 GR1654  ___________________________________________________________________
 GR1654* NAD 83(1994)-  36 10 20.94729(N)    114 04 28.33323(W)     ADJUSTED  
 GR1654* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1654  ___________________________________________________________________
 GR1654  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GR1654  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 GR1654
 GR1654  HORZ ORDER  -  THIRD
 GR1654
 GR1654.The horizontal coordinates were established by classical geodetic methods
 GR1654.and adjusted by the National Geodetic Survey in June 1998..
 GR1654
 GR1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1654
 GR1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1654
 GR1654.The geoid height was determined by GEOID03.
 GR1654
 GR1654;                    North         East     Units Scale Factor Converg.
 GR1654;SPC NV E     - 8,158,862.593   335,733.012   MT  1.00012694   +0 53 26.4
 GR1654;SPC NV E     -26,767,868.36  1,101,484.06   sFT  1.00012694   +0 53 26.4
 GR1654;SPC AZ W     -   573,717.982   184,164.298   MT  0.99994383   -0 11 29.6
 GR1654;SPC AZ W     - 1,882,276.84    604,213.58   iFT  0.99994383   -0 11 29.6
 GR1654;UTM  11      - 4,007,046.631   763,124.637   MT  1.00045315   +1 43 39.5
 GR1654;UTM  12      - 4,007,461.494   223,463.375   MT  1.00054236   -1 48 56.9
 GR1654
 GR1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1654!SPC NV E     -   0.99994685  x   1.00012694  =   1.00007379
 GR1654!SPC AZ W     -   0.99994685  x   0.99994383  =   0.99989069
 GR1654!UTM  11      -   0.99994685  x   1.00045315  =   1.00039998
 GR1654!UTM  12      -   0.99994685  x   1.00054236  =   1.00048918
 GR1654
 GR1654|---------------------------------------------------------------------|
 GR1654| PID    Reference Object                     Distance      Geod. Az  |
 GR1654|                                                           dddmmss.s |
 GR1654| GR1564 A 72                                361.752 METERS 11947     |
 GR1654| GR1653 N 146                               APPROX. 0.9 KM 2081452.0 |
 GR1654|---------------------------------------------------------------------|
 GR1654
 GR1654                          SUPERSEDED SURVEY CONTROL
 GR1654
 GR1654  NAD 83(1994)-  36 10 20.94729(N)    114 04 28.33323(W) AD(       ) 3
 GR1654  NAD 83(1992)-  36 10 20.94729(N)    114 04 28.33322(W) AD(       ) 3
 GR1654  NAD 83(1986)-  36 10 20.93823(N)    114 04 28.33364(W) AD(       ) 3
 GR1654  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1654
 GR1654.Superseded values are not recommended for survey control.
 GR1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1654.See file dsdata.txt to determine how the superseded data were derived.
 GR1654
 GR1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6312507047(NAD 83)
 GR1654_MARKER: DS = TRIANGULATION STATION DISK
 GR1654_SETTING: 66 = SET IN ROCK OUTCROP
 GR1654_SP_SET: SET IN ROCK OUTCROP
 GR1654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1654+STABILITY: POSITION/ELEVATION WELL
 GR1654
 GR1654  HISTORY     - Date     Condition        Report By
 GR1654  HISTORY     - 1948     MONUMENTED       USGS
 GR1654
 GR1654                          STATION DESCRIPTION
 GR1654
 GR1654'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1654'LOCATED ABOUT 1.9 MI SW. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1654'IN ICEBERG CANYON, ON NARROW LEDGE OF SHEER CLIFF, ABOUT 30 FT.
 GR1654'BELOW HIGH WATER MARK.
 GR1654'
 GR1654'TO REACH NOT GIVEN.
 GR1654'
 GR1654'STATION MARK--STANDARD TABLET STAMPED---N 147 1948---, CEMENTED IN
 GR1654'ROCK OUTCROP.
 GR1654'
 GR1654'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0608 ***********************************************************************
 FS0608  DESIGNATION -  N 148
 FS0608  PID         -  FS0608
 FS0608  STATE/COUNTY-  NV/CLARK
 FS0608  USGS QUAD   -  FOURTH OF JULY MOUNT (1989)
 FS0608
 FS0608                         *CURRENT SURVEY CONTROL
 FS0608  ___________________________________________________________________
 FS0608* NAD 83(1986)-  35 28 25.     (N)    114 50 29.     (W)     SCALED    
 FS0608* NAVD 88     -       855.923  (meters)    2808.14   (feet)  POSTED    
 FS0608  ___________________________________________________________________
 FS0608  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FS0608  DYNAMIC HT  -         854.980 (meters)    2805.05  (feet)  COMP
 FS0608  MODELED GRAV-     979,506.8   (mgal)                       NAVD 88
 FS0608
 FS0608  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0608
 FS0608.The horizontal coordinates were scaled from a topographic map and have
 FS0608.an estimated accuracy of +/- 6 seconds.
 FS0608
 FS0608.The orthometric height was determined by differential leveling
 FS0608.and adjusted by the National Geodetic Survey in 1992..
 FS0608.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0608.rate of 1.1 thru 2.0 mm/km.
 FS0608
 FS0608.The geoid height was determined by GEOID03.
 FS0608
 FS0608.The dynamic height is computed by dividing the NAVD 88
 FS0608.geopotential number by the normal gravity value computed on the
 FS0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0608.degrees latitude (g = 980.6199 gals.).
 FS0608
 FS0608.The modeled gravity was interpolated from observed gravity values.
 FS0608
 FS0608;                    North         East    Units  Estimated Accuracy
 FS0608;SPC NV E     - 8,080,520.      267,330.      MT  (+/- 180 meters Scaled)
 FS0608
 FS0608                          SUPERSEDED SURVEY CONTROL
 FS0608
 FS0608  NGVD 29 (??/??/92)  855.145  (m)         2805.59   (f) ADJ UNCH    1 2
 FS0608
 FS0608.Superseded values are not recommended for survey control.
 FS0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0608.See file dsdata.txt to determine how the superseded data were derived.
 FS0608
 FS0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV958277(NAD 83)
 FS0608_MARKER: DB = BENCH MARK DISK
 FS0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0608_STAMPING: N 148 1935
 FS0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0608+STABILITY: SURFACE MOTION
 FS0608
 FS0608  HISTORY     - Date     Condition        Report By
 FS0608  HISTORY     - 1935     MONUMENTED       CGS
 FS0608  HISTORY     - 1949     GOOD             NGS
 FS0608
 FS0608                          STATION DESCRIPTION
 FS0608
 FS0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0608'4.6 MI E FROM SEARCHLIGHT.
 FS0608'0.2 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 FS0608'SEARCHLIGHT, THENCE 4.4 MILES EAST ALONG THE COTTONWOOD LANDING
 FS0608'ROAD, ABOUT 81 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 FS0608'DIRT ROAD LEADING SOUTHEAST, 92 FEET SOUTH OF THE CENTER LINE
 FS0608'OF THE ROAD, 18 FEET NORTH OF THE APPROXIMATE CENTER OF A DRY
 FS0608'WASH, 2.8 FEET EAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 FS0608'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 FS0608'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1655 ***********************************************************************
 GR1655  DESIGNATION -  N 148
 GR1655  PID         -  GR1655
 GR1655  STATE/COUNTY-  NV/CLARK
 GR1655  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1655
 GR1655                         *CURRENT SURVEY CONTROL
 GR1655  ___________________________________________________________________
 GR1655* NAD 83(1994)-  36 11 03.07369(N)    114 04 03.43007(W)     ADJUSTED  
 GR1655* NAVD 88     -       368.6    (meters)    1209.     (feet)  VERTCON   
 GR1655  ___________________________________________________________________
 GR1655  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 GR1655  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GR1655
 GR1655  HORZ ORDER  -  THIRD
 GR1655
 GR1655.The horizontal coordinates were established by classical geodetic methods
 GR1655.and adjusted by the National Geodetic Survey in June 1998..
 GR1655
 GR1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1655
 GR1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1655
 GR1655.The geoid height was determined by GEOID03.
 GR1655
 GR1655;                    North         East     Units Scale Factor Converg.
 GR1655;SPC NV E     - 8,160,170.756   336,335.085   MT  1.00012895   +0 53 42.0
 GR1655;SPC NV E     -26,772,160.22  1,103,459.36   sFT  1.00012895   +0 53 42.0
 GR1655;SPC AZ W     -   575,014.299   184,790.858   MT  0.99994339   -0 11 15.1
 GR1655;SPC AZ W     - 1,886,529.85    606,269.22   iFT  0.99994339   -0 11 15.1
 GR1655;UTM  11      - 4,008,363.881   763,707.724   MT  1.00045694   +1 43 56.0
 GR1655;UTM  12      - 4,008,740.291   224,126.828   MT  1.00053784   -1 48 44.0
 GR1655
 GR1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1655!SPC NV E     -   0.99994638  x   1.00012895  =   1.00007532
 GR1655!SPC AZ W     -   0.99994638  x   0.99994339  =   0.99988977
 GR1655!UTM  11      -   0.99994638  x   1.00045694  =   1.00040329
 GR1655!UTM  12      -   0.99994638  x   1.00053784  =   1.00048419
 GR1655
 GR1655:                Primary Azimuth Mark                     Grid Az
 GR1655:SPC NV E     -  N 147                                    204 42 49.6
 GR1655:SPC AZ W     -  N 147                                    205 47 46.7
 GR1655:UTM  11      -  N 147                                    203 52 35.6
 GR1655:UTM  12      -  N 147                                    207 25 15.6
 GR1655
 GR1655|---------------------------------------------------------------------|
 GR1655| PID    Reference Object                     Distance      Geod. Az  |
 GR1655|                                                           dddmmss.s |
 GR1655| GR1654 N 147                               APPROX. 1.4 KM 2053631.6 |
 GR1655|---------------------------------------------------------------------|
 GR1655
 GR1655                          SUPERSEDED SURVEY CONTROL
 GR1655
 GR1655  NAD 83(1994)-  36 11 03.07369(N)    114 04 03.43007(W) AD(       ) 3
 GR1655  NAD 83(1992)-  36 11 03.07369(N)    114 04 03.43006(W) AD(       ) 3
 GR1655  NAD 83(1986)-  36 11 03.06492(N)    114 04 03.43038(W) AD(       ) 3
 GR1655  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1655
 GR1655.Superseded values are not recommended for survey control.
 GR1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1655.See file dsdata.txt to determine how the superseded data were derived.
 GR1655
 GR1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6370808364(NAD 83)
 GR1655_MARKER: DS = TRIANGULATION STATION DISK
 GR1655_SETTING: 66 = SET IN ROCK OUTCROP
 GR1655_SP_SET: SET IN ROCK OUTCROP
 GR1655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1655+STABILITY: POSITION/ELEVATION WELL
 GR1655
 GR1655  HISTORY     - Date     Condition        Report By
 GR1655  HISTORY     - 1948     MONUMENTED       USGS
 GR1655
 GR1655                          STATION DESCRIPTION
 GR1655
 GR1655'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1655'LOCATED ABOUT 1 MI SW. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.  IN
 GR1655'ICEBERG CANYON, ON STEEP SIDEHILL, ABOUT 50 FT. ABOVE HIGH WATER
 GR1655'MARK.
 GR1655'
 GR1655'TO REACH NOT GIVEN.
 GR1655'
 GR1655'STATION MARK--STANDARD TABLET STAMPED---N 148 1948---, CEMENTED IN
 GR1655'ROCK OUTCROP.
 GR1655'
 GR1655'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0602 ***********************************************************************
 FS0602  DESIGNATION -  N 149
 FS0602  PID         -  FS0602
 FS0602  STATE/COUNTY-  NV/CLARK
 FS0602  USGS QUAD   -  SEARCHLIGHT (1989)
 FS0602
 FS0602                         *CURRENT SURVEY CONTROL
 FS0602  ___________________________________________________________________
 FS0602* NAD 83(1986)-  35 28 49.     (N)    114 55 29.     (W)     SCALED    
 FS0602* NAVD 88     -      1108.410  (meters)    3636.51   (feet)  POSTED    
 FS0602  ___________________________________________________________________
 FS0602  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 FS0602  DYNAMIC HT  -        1107.140 (meters)    3632.34  (feet)  COMP
 FS0602  MODELED GRAV-     979,447.7   (mgal)                       NAVD 88
 FS0602
 FS0602  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0602
 FS0602.The horizontal coordinates were scaled from a topographic map and have
 FS0602.an estimated accuracy of +/- 6 seconds.
 FS0602
 FS0602.The orthometric height was determined by differential leveling
 FS0602.and adjusted by the National Geodetic Survey in 1992..
 FS0602.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0602.rate of 1.1 thru 2.0 mm/km.
 FS0602
 FS0602.The geoid height was determined by GEOID03.
 FS0602
 FS0602.The dynamic height is computed by dividing the NAVD 88
 FS0602.geopotential number by the normal gravity value computed on the
 FS0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0602.degrees latitude (g = 980.6199 gals.).
 FS0602
 FS0602.The modeled gravity was interpolated from observed gravity values.
 FS0602
 FS0602;                    North         East    Units  Estimated Accuracy
 FS0602;SPC NV E     - 8,081,210.      259,760.      MT  (+/- 180 meters Scaled)
 FS0602
 FS0602                          SUPERSEDED SURVEY CONTROL
 FS0602
 FS0602  NGVD 29 (??/??/92) 1107.576  (m)         3633.77   (f) ADJ UNCH    1 1
 FS0602
 FS0602.Superseded values are not recommended for survey control.
 FS0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0602.See file dsdata.txt to determine how the superseded data were derived.
 FS0602
 FS0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV882282(NAD 83)
 FS0602_MARKER: DB = BENCH MARK DISK
 FS0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0602_STAMPING: N 149 1935
 FS0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0602+STABILITY: SURFACE MOTION
 FS0602
 FS0602  HISTORY     - Date     Condition        Report By
 FS0602  HISTORY     - 1935     MONUMENTED       CGS
 FS0602  HISTORY     - 1949     GOOD             NGS
 FS0602  HISTORY     - 1963     GOOD             NGS
 FS0602
 FS0602                          STATION DESCRIPTION
 FS0602
 FS0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0602'1.3 MI N FROM SEARCHLIGHT.
 FS0602'1.3 MILES NORTH ALONG OLD STATE HIGHWAY 5 FROM THE POST OFFICE
 FS0602'AT SEARCHLIGHT, ABOUT 84 YARDS SOUTHWEST OF THE WEST END OF A
 FS0602'CORRUGATED METAL PIPE CULVERT UNDER U.S. HIGHWAY 95, ABOUT 63
 FS0602'YARDS WEST OF THE CENTER LINE OF HIGHWAY 95, 43 YARDS EAST
 FS0602'OF AN OLD MINE SHAFT, 34 FEET WEST OF THE CENTER LINE OF THE OLD
 FS0602'HIGHWAY, 2.5 FEET SOUTH OF A WITNESS POST, ABOUT 4 FEET HIGHER
 FS0602'THAN THE OLD HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FS0602'PROJECTING 1.0 FOOT ABOVE THE GROUND.
 FS0602
 FS0602                          STATION RECOVERY (1963)
 FS0602
 FS0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1656 ***********************************************************************
 GR1656  DESIGNATION -  N 149
 GR1656  PID         -  GR1656
 GR1656  STATE/COUNTY-  NV/CLARK
 GR1656  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1656
 GR1656                         *CURRENT SURVEY CONTROL
 GR1656  ___________________________________________________________________
 GR1656* NAD 83(1994)-  36 11 20.70566(N)    114 03 49.45886(W)     ADJUSTED  
 GR1656* NAVD 88     -       347.6    (meters)    1140.     (feet)  VERTCON   
 GR1656  ___________________________________________________________________
 GR1656  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 GR1656  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR1656
 GR1656  HORZ ORDER  -  THIRD
 GR1656
 GR1656.The horizontal coordinates were established by classical geodetic methods
 GR1656.and adjusted by the National Geodetic Survey in June 1998..
 GR1656
 GR1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1656
 GR1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1656
 GR1656.The geoid height was determined by GEOID03.
 GR1656
 GR1656;                    North         East     Units Scale Factor Converg.
 GR1656;SPC NV E     - 8,160,719.689   336,675.675   MT  1.00013010   +0 53 50.6
 GR1656;SPC NV E     -26,773,961.18  1,104,576.78   sFT  1.00013010   +0 53 50.6
 GR1656;SPC AZ W     -   575,556.598   185,141.694   MT  0.99994314   -0 11 06.9
 GR1656;SPC AZ W     - 1,888,309.05    607,420.26   iFT  0.99994314   -0 11 06.9
 GR1656;UTM  11      - 4,008,917.914   764,040.366   MT  1.00045910   +1 44 05.0
 GR1656;UTM  12      - 4,009,272.740   224,493.116   MT  1.00053535   -1 48 36.5
 GR1656
 GR1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1656!SPC NV E     -   0.99994967  x   1.00013010  =   1.00007976
 GR1656!SPC AZ W     -   0.99994967  x   0.99994314  =   0.99989281
 GR1656!UTM  11      -   0.99994967  x   1.00045910  =   1.00040875
 GR1656!UTM  12      -   0.99994967  x   1.00053535  =   1.00048499
 GR1656
 GR1656:                Primary Azimuth Mark                     Grid Az
 GR1656:SPC NV E     -  A 73                                     190 10 51.5
 GR1656:SPC AZ W     -  A 73                                     191 15 49.0
 GR1656:UTM  11      -  A 73                                     189 20 37.1
 GR1656:UTM  12      -  A 73                                     192 53 18.6
 GR1656
 GR1656|---------------------------------------------------------------------|
 GR1656| PID    Reference Object                     Distance      Geod. Az  |
 GR1656|                                                           dddmmss.s |
 GR1656| GR1565 A 73                                APPROX. 1.2 KM 1910442.1 |
 GR1656|---------------------------------------------------------------------|
 GR1656
 GR1656                          SUPERSEDED SURVEY CONTROL
 GR1656
 GR1656  NAD 83(1994)-  36 11 20.70566(N)    114 03 49.45886(W) AD(       ) 3
 GR1656  NAD 83(1992)-  36 11 20.70566(N)    114 03 49.45887(W) AD(       ) 3
 GR1656  NAD 83(1986)-  36 11 20.69700(N)    114 03 49.45910(W) AD(       ) 3
 GR1656  NGVD 29 (06/27/88)  347.0    (m)         1138.     (f) VERT ANG       
 GR1656
 GR1656.Superseded values are not recommended for survey control.
 GR1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1656.See file dsdata.txt to determine how the superseded data were derived.
 GR1656
 GR1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6404008918(NAD 83)
 GR1656_MARKER: DS = TRIANGULATION STATION DISK
 GR1656_SETTING: 66 = SET IN ROCK OUTCROP
 GR1656_SP_SET: SET IN BEDROCK
 GR1656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1656+STABILITY: POSITION/ELEVATION WELL
 GR1656
 GR1656  HISTORY     - Date     Condition        Report By
 GR1656  HISTORY     - 1948     MONUMENTED       USGS
 GR1656
 GR1656                          STATION DESCRIPTION
 GR1656
 GR1656'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1656'LOCATED ABOUT 0.6 MI SW. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1656'IN ICEBERG CANYON, ON PROMINENT, SHARP RIDGE, ABOUT EVEN WITH
 GR1656'HIGH WATER MARK.
 GR1656'
 GR1656'TO REACH NOT GIVEN.
 GR1656'
 GR1656'STATION MARK--STANDARD TABLET STAMPED---N 149 1948---, CEMENTED IN
 GR1656'BEDROCK.
 GR1656'
 GR1656'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0350 ***********************************************************************
 HQ0350  DESIGNATION -  N 15
 HQ0350  PID         -  HQ0350
 HQ0350  STATE/COUNTY-  NV/NYE
 HQ0350  USGS QUAD   -  GOLDFIELD (1987)
 HQ0350
 HQ0350                         *CURRENT SURVEY CONTROL
 HQ0350  ___________________________________________________________________
 HQ0350* NAD 83(1986)-  37 40 24.     (N)    117 08 05.     (W)     SCALED    
 HQ0350* NAVD 88     -      1656.212  (meters)    5433.76   (feet)  ADJUSTED  
 HQ0350  ___________________________________________________________________
 HQ0350  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 HQ0350  DYNAMIC HT  -        1654.367 (meters)    5427.70  (feet)  COMP
 HQ0350  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 HQ0350
 HQ0350  VERT ORDER  -  FIRST     CLASS II
 HQ0350
 HQ0350.The horizontal coordinates were scaled from a topographic map and have
 HQ0350.an estimated accuracy of +/- 6 seconds.
 HQ0350
 HQ0350.The orthometric height was determined by differential leveling
 HQ0350.and adjusted by the National Geodetic Survey in June 1991..
 HQ0350
 HQ0350.The geoid height was determined by GEOID03.
 HQ0350
 HQ0350.The dynamic height is computed by dividing the NAVD 88
 HQ0350.geopotential number by the normal gravity value computed on the
 HQ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0350.degrees latitude (g = 980.6199 gals.).
 HQ0350
 HQ0350.The modeled gravity was interpolated from observed gravity values.
 HQ0350
 HQ0350;                    North         East    Units  Estimated Accuracy
 HQ0350;SPC NV C     - 6,324,450.      458,710.      MT  (+/- 180 meters Scaled)
 HQ0350
 HQ0350                          SUPERSEDED SURVEY CONTROL
 HQ0350
 HQ0350  NGVD 29 (??/??/92) 1655.092  (m)         5430.08   (f) ADJ UNCH    1 2
 HQ0350
 HQ0350.Superseded values are not recommended for survey control.
 HQ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0350.See file dsdata.txt to determine how the superseded data were derived.
 HQ0350
 HQ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB881695(NAD 83)
 HQ0350_MARKER: P = PIPE CAP
 HQ0350_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0350_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0350_STAMPING: N 15 5430.163
 HQ0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0350
 HQ0350  HISTORY     - Date     Condition        Report By
 HQ0350  HISTORY     - UNK      MONUMENTED       CGS
 HQ0350  HISTORY     - 1955     GOOD             NGS
 HQ0350
 HQ0350                          STATION DESCRIPTION
 HQ0350
 HQ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HQ0350'6.5 MI SE FROM GOLDFIELD.
 HQ0350'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE AT
 HQ0350'GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD,
 HQ0350'THENCE 0.9 MILE SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS
 HQ0350'AND TONOPAH RAILROAD, 124 1/2 FEET SOUTHWEST OF AND ACROSS A
 HQ0350'DRY WASH FROM THE CENTER LINE OF THE RAILROAD BED, 7 1/2 FEET
 HQ0350'NORTHEAST OF THE CENTER LINE OF A DIM TRACK ROAD, 2.5 FEET EAST
 HQ0350'OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE RAILROAD BED, AND
 HQ0350'SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT
 HQ0350'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1657 ***********************************************************************
 GR1657  DESIGNATION -  N 15
 GR1657  PID         -  GR1657
 GR1657  STATE/COUNTY-  NV/CLARK
 GR1657  USGS QUAD   -  BOULDER CANYON (1983)
 GR1657
 GR1657                         *CURRENT SURVEY CONTROL
 GR1657  ___________________________________________________________________
 GR1657* NAD 83(1994)-  36 08 24.26976(N)    114 37 13.93295(W)     ADJUSTED  
 GR1657* NAVD 88     -       362.7    (meters)    1190.     (feet)  VERTCON   
 GR1657  ___________________________________________________________________
 GR1657  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 GR1657  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GR1657
 GR1657  HORZ ORDER  -  THIRD
 GR1657
 GR1657.The horizontal coordinates were established by classical geodetic methods
 GR1657.and adjusted by the National Geodetic Survey in June 1998..
 GR1657
 GR1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1657
 GR1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1657
 GR1657.The geoid height was determined by GEOID03.
 GR1657
 GR1657;                    North         East     Units Scale Factor Converg.
 GR1657;SPC NV E     - 8,154,641.054   286,648.086   MT  0.99999248   +0 34 04.3
 GR1657;SPC NV E     -26,754,018.19    940,444.60   sFT  0.99999248   +0 34 04.3
 GR1657;SPC AZ W     -   570,424.135   135,012.518   MT  1.00000894   -0 30 48.4
 GR1657;SPC AZ W     - 1,871,470.26    442,954.46   iFT  1.00000894   -0 30 48.4
 GR1657;UTM  11      - 4,002,107.719   714,094.354   MT  1.00016480   +1 24 13.9
 GR1657
 GR1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1657!SPC NV E     -   0.99994746  x   0.99999248  =   0.99993994
 GR1657!SPC AZ W     -   0.99994746  x   1.00000894  =   0.99995640
 GR1657!UTM  11      -   0.99994746  x   1.00016480  =   1.00011225
 GR1657
 GR1657:                Primary Azimuth Mark                     Grid Az
 GR1657:SPC NV E     -  A 10                                     187 30 17.7
 GR1657:SPC AZ W     -  A 10                                     188 35 10.4
 GR1657:UTM  11      -  A 10                                     186 40 08.1
 GR1657
 GR1657|---------------------------------------------------------------------|
 GR1657| PID    Reference Object                     Distance      Geod. Az  |
 GR1657|                                                           dddmmss.s |
 GR1657| GR1478 A 10                                APPROX. 1.0 KM 1880422.0 |
 GR1657|---------------------------------------------------------------------|
 GR1657
 GR1657                          SUPERSEDED SURVEY CONTROL
 GR1657
 GR1657  NAD 83(1994)-  36 08 24.26976(N)    114 37 13.93295(W) AD(       ) 3
 GR1657  NAD 83(1992)-  36 08 24.26975(N)    114 37 13.93296(W) AD(       ) 3
 GR1657  NAD 83(1986)-  36 08 24.25563(N)    114 37 13.92377(W) AD(       ) 3
 GR1657  NGVD 29 (06/27/88)  362.0    (m)         1188.     (f) VERT ANG       
 GR1657
 GR1657.Superseded values are not recommended for survey control.
 GR1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1657.See file dsdata.txt to determine how the superseded data were derived.
 GR1657
 GR1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1409402108(NAD 83)
 GR1657_MARKER: DS = TRIANGULATION STATION DISK
 GR1657_SETTING: 66 = SET IN ROCK OUTCROP
 GR1657_SP_SET: SET IN BEDROCK
 GR1657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1657+STABILITY: POSITION/ELEVATION WELL
 GR1657
 GR1657  HISTORY     - Date     Condition        Report By
 GR1657  HISTORY     - 1948     MONUMENTED       USGS
 GR1657
 GR1657                          STATION DESCRIPTION
 GR1657
 GR1657'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1657'LOCATED ABOUT 2.9 MI NE. OF BEACON ISLAND.  IN BOULDER CANYON,
 GR1657'ABOUT 2800 FT. NE. OF N.P.S. REFLECTOR, ON ROCKY SIDEHILL, ABOUT
 GR1657'250 FT. SE. OF SMALL, SPUR RIDGE, ABOUT 6 FT. BELOW HIGH WATER
 GR1657'MARK.
 GR1657'
 GR1657'TO REACH NOT GIVEN.
 GR1657'
 GR1657'STATION MARK--STANDARD TABLET STAMPED---N15 1948---, CEMENTED IN
 GR1657'BEDROCK.
 GR1657'
 GR1657'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0249 ***********************************************************************
 FS0249  DESIGNATION -  N 150
 FS0249  PID         -  FS0249
 FS0249  STATE/COUNTY-  NV/CLARK
 FS0249  USGS QUAD   -  ROACH (1985)
 FS0249
 FS0249                         *CURRENT SURVEY CONTROL
 FS0249  ___________________________________________________________________
 FS0249* NAD 83(1986)-  35 39 30.     (N)    115 21 23.     (W)     SCALED    
 FS0249* NAVD 88     -       795.929  (meters)    2611.31   (feet)  POSTED    
 FS0249  ___________________________________________________________________
 FS0249  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FS0249  DYNAMIC HT  -         795.050 (meters)    2608.43  (feet)  COMP
 FS0249  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 FS0249
 FS0249  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0249
 FS0249.The horizontal coordinates were scaled from a topographic map and have
 FS0249.an estimated accuracy of +/- 6 seconds.
 FS0249
 FS0249.The orthometric height was determined by differential leveling
 FS0249.and adjusted by the National Geodetic Survey in 1992..
 FS0249.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0249.rate of 1.1 thru 2.0 mm/km.
 FS0249
 FS0249.The geoid height was determined by GEOID03.
 FS0249
 FS0249.The dynamic height is computed by dividing the NAVD 88
 FS0249.geopotential number by the normal gravity value computed on the
 FS0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0249.degrees latitude (g = 980.6199 gals.).
 FS0249
 FS0249.The modeled gravity was interpolated from observed gravity values.
 FS0249
 FS0249;                    North         East    Units  Estimated Accuracy
 FS0249;SPC NV E     - 8,100,790.      220,550.      MT  (+/- 180 meters Scaled)
 FS0249
 FS0249                          SUPERSEDED SURVEY CONTROL
 FS0249
 FS0249  NGVD 29 (??/??/92)  795.147  (m)         2608.74   (f) ADJ UNCH    1 2
 FS0249
 FS0249.Superseded values are not recommended for survey control.
 FS0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0249.See file dsdata.txt to determine how the superseded data were derived.
 FS0249
 FS0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV487472(NAD 83)
 FS0249_MARKER: DB = BENCH MARK DISK
 FS0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0249_STAMPING: N 150 1935
 FS0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0249+STABILITY: SURFACE MOTION
 FS0249
 FS0249  HISTORY     - Date     Condition        Report By
 FS0249  HISTORY     - 1935     MONUMENTED       CGS
 FS0249  HISTORY     - 1949     GOOD             NGS
 FS0249
 FS0249                          STATION DESCRIPTION
 FS0249
 FS0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0249'8.5 MI S FROM JEAN.
 FS0249'8.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 FS0249'STATION AT JEAN, AT THE EAST EDGE OF ROACH DRY LAKE, 80 1/2 FEET
 FS0249'WEST OF THE CENTER OF A WOODEN HAND CAR DERAILING PLATFORM, 76.3
 FS0249'FEET WEST OF THE WEST RAIL, 33 FEET SOUTHWEST OF THE 10TH POLE SOUTH
 FS0249'OF MILE POLE 293, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 4 FEET
 FS0249'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 FS0249'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1658 ***********************************************************************
 GR1658  DESIGNATION -  N 150
 GR1658  PID         -  GR1658
 GR1658  STATE/COUNTY-  NV/CLARK
 GR1658  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1658
 GR1658                         *CURRENT SURVEY CONTROL
 GR1658  ___________________________________________________________________
 GR1658* NAD 83(1994)-  36 11 33.93741(N)    114 03 37.99456(W)     ADJUSTED  
 GR1658* NAVD 88     -       347.6    (meters)    1140.     (feet)  VERTCON   
 GR1658  ___________________________________________________________________
 GR1658  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 GR1658  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 GR1658
 GR1658  HORZ ORDER  -  THIRD
 GR1658
 GR1658.The horizontal coordinates were established by classical geodetic methods
 GR1658.and adjusted by the National Geodetic Survey in June 1998..
 GR1658
 GR1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1658
 GR1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1658
 GR1658.The geoid height was determined by GEOID03.
 GR1658
 GR1658;                    North         East     Units Scale Factor Converg.
 GR1658;SPC NV E     - 8,161,132.025   336,955.717   MT  1.00013104   +0 53 57.6
 GR1658;SPC NV E     -26,775,313.99  1,105,495.55   sFT  1.00013104   +0 53 57.6
 GR1658;SPC AZ W     -   575,963.493   185,429.423   MT  0.99994294   -0 11 00.2
 GR1658;SPC AZ W     - 1,889,644.01    608,364.25   iFT  0.99994294   -0 11 00.2
 GR1658;UTM  11      - 4,009,334.436   764,314.442   MT  1.00046088   +1 44 12.3
 GR1658;UTM  12      - 4,009,671.548   224,792.445   MT  1.00053332   -1 48 30.3
 GR1658
 GR1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1658!SPC NV E     -   0.99994967  x   1.00013104  =   1.00008070
 GR1658!SPC AZ W     -   0.99994967  x   0.99994294  =   0.99989261
 GR1658!UTM  11      -   0.99994967  x   1.00046088  =   1.00041053
 GR1658!UTM  12      -   0.99994967  x   1.00053332  =   1.00048296
 GR1658
 GR1658:                Primary Azimuth Mark                     Grid Az
 GR1658:SPC NV E     -  A 77                                     071 06 29.2
 GR1658:SPC AZ W     -  A 77                                     072 11 27.0
 GR1658:UTM  11      -  A 77                                     070 16 14.5
 GR1658:UTM  12      -  A 77                                     073 48 57.1
 GR1658
 GR1658|---------------------------------------------------------------------|
 GR1658| PID    Reference Object                     Distance      Geod. Az  |
 GR1658|                                                           dddmmss.s |
 GR1658| GR1569 A 77                                APPROX. 0.9 KM 0720026.8 |
 GR1658|---------------------------------------------------------------------|
 GR1658
 GR1658                          SUPERSEDED SURVEY CONTROL
 GR1658
 GR1658  NAD 83(1994)-  36 11 33.93741(N)    114 03 37.99456(W) AD(       ) 3
 GR1658  NAD 83(1992)-  36 11 33.93741(N)    114 03 37.99457(W) AD(       ) 3
 GR1658  NAD 83(1986)-  36 11 33.92884(N)    114 03 37.99476(W) AD(       ) 3
 GR1658  NGVD 29 (06/27/88)  347.0    (m)         1138.     (f) VERT ANG       
 GR1658
 GR1658.Superseded values are not recommended for survey control.
 GR1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1658.See file dsdata.txt to determine how the superseded data were derived.
 GR1658
 GR1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6431409334(NAD 83)
 GR1658_MARKER: DS = TRIANGULATION STATION DISK
 GR1658_SETTING: 66 = SET IN ROCK OUTCROP
 GR1658_SP_SET: SET IN ROCK OUTCROP
 GR1658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1658+STABILITY: POSITION/ELEVATION WELL
 GR1658
 GR1658  HISTORY     - Date     Condition        Report By
 GR1658  HISTORY     - 1948     MONUMENTED       USGS
 GR1658
 GR1658                          STATION DESCRIPTION
 GR1658
 GR1658'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1658'LOCATED ABOUT 0.3 MI W. OF N.P.S. LIGHT BASE ON BOUNDARY POINT.
 GR1658'IN ICEBERG CANYON, ON SMALL BENCH ON STEEP SIDEHILL, ABOUT 25 FT.
 GR1658'BELOW HIGH WATER MARK.
 GR1658'
 GR1658'TO REACH NOT GIVEN.
 GR1658'
 GR1658'STATION MARK--STANDARD TABLET STAMPED---N 150 1948---, CEMENTED IN
 GR1658'ROCK OUTCROP.
 GR1658'
 GR1658'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1659 ***********************************************************************
 GR1659  DESIGNATION -  N 151
 GR1659  PID         -  GR1659
 GR1659  STATE/COUNTY-  NV/CLARK
 GR1659  USGS QUAD   -  ICEBERG CANYON (1983)
 GR1659
 GR1659                         *CURRENT SURVEY CONTROL
 GR1659  ___________________________________________________________________
 GR1659* NAD 83(1994)-  36 11 33.99682(N)    114 03 16.89066(W)     ADJUSTED  
 GR1659* NAVD 88     -       366.6    (meters)    1203.     (feet)  VERTCON   
 GR1659  ___________________________________________________________________
 GR1659  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 GR1659  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 GR1659
 GR1659  HORZ ORDER  -  THIRD
 GR1659
 GR1659.The horizontal coordinates were established by classical geodetic methods
 GR1659.and adjusted by the National Geodetic Survey in June 1998..
 GR1659
 GR1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1659
 GR1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1659
 GR1659.The geoid height was determined by GEOID03.
 GR1659
 GR1659;                    North         East     Units Scale Factor Converg.
 GR1659;SPC NV E     - 8,161,142.149   337,482.960   MT  1.00013282   +0 54 10.1
 GR1659;SPC NV E     -26,775,347.20  1,107,225.34   sFT  1.00013282   +0 54 10.1
 GR1659;SPC AZ W     -   575,963.652   185,956.664   MT  0.99994258   -0 10 47.7
 GR1659;SPC AZ W     - 1,889,644.53    610,094.04   iFT  0.99994258   -0 10 47.7
 GR1659;UTM  11      - 4,009,352.271   764,841.655   MT  1.00046432   +1 44 24.8
 GR1659;UTM  12      - 4,009,656.747   225,319.789   MT  1.00052974   -1 48 17.8
 GR1659
 GR1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1659!SPC NV E     -   0.99994669  x   1.00013282  =   1.00007950
 GR1659!SPC AZ W     -   0.99994669  x   0.99994258  =   0.99988927
 GR1659!UTM  11      -   0.99994669  x   1.00046432  =   1.00041098
 GR1659!UTM  12      -   0.99994669  x   1.00052974  =   1.00047640
 GR1659
 GR1659:                Primary Azimuth Mark                     Grid Az
 GR1659:SPC NV E     -  A 74                                     204 14 10.7
 GR1659:SPC AZ W     -  A 74                                     205 19 08.5
 GR1659:UTM  11      -  A 74                                     203 23 56.0
 GR1659:UTM  12      -  A 74                                     206 56 38.6
 GR1659
 GR1659|---------------------------------------------------------------------|
 GR1659| PID    Reference Object                     Distance      Geod. Az  |
 GR1659|                                                           dddmmss.s |
 GR1659| GR1566 A 74                                APPROX. 0.6 KM 2050820.8 |
 GR1659|---------------------------------------------------------------------|
 GR1659
 GR1659                          SUPERSEDED SURVEY CONTROL
 GR1659
 GR1659  NAD 83(1994)-  36 11 33.99682(N)    114 03 16.89066(W) AD(       ) 3
 GR1659  NAD 83(1992)-  36 11 33.99682(N)    114 03 16.89066(W) AD(       ) 3
 GR1659  NAD 83(1986)-  36 11 33.98828(N)    114 03 16.89072(W) AD(       ) 3
 GR1659  NGVD 29 (06/27/88)  366.0    (m)         1201.     (f) VERT ANG       
 GR1659
 GR1659.Superseded values are not recommended for survey control.
 GR1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1659.See file dsdata.txt to determine how the superseded data were derived.
 GR1659
 GR1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA6484209352(NAD 83)
 GR1659_MARKER: DS = TRIANGULATION STATION DISK
 GR1659_SETTING: 0 = UNSPECIFIED SETTING
 GR1659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1659
 GR1659  HISTORY     - Date     Condition        Report By
 GR1659  HISTORY     - 1948     MONUMENTED       USGS
 GR1659
 GR1659                          STATION DESCRIPTION
 GR1659
 GR1659'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1659'LOCATED AT END OF BOUNDARY POINT.  ABOUT LEVEL WITH HIGH WATER
 GR1659'MARK.
 GR1659'
 GR1659'TO REACH NOT GIVEN.
 GR1659'
 GR1659'STATION MARK--STANDARD TABLET STAMPED---N 151 1948---, CEMENTED IN
 GR1659'TOP OF N.P.S. LIGHT BASE.
 GR1659'
 GR1659'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0551 ***********************************************************************
 GR0551  DESIGNATION -  N 16
 GR0551  PID         -  GR0551
 GR0551  STATE/COUNTY-  NV/CLARK
 GR0551  USGS QUAD   -  HOOVER DAM (1997)
 GR0551
 GR0551                         *CURRENT SURVEY CONTROL
 GR0551  ___________________________________________________________________
 GR0551* NAD 83(1986)-  36 00 45.     (N)    114 44 35.     (W)     SCALED    
 GR0551* NAVD 88     -       215.958  (meters)     708.52   (feet)  POSTED    
 GR0551  ___________________________________________________________________
 GR0551  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0551  DYNAMIC HT  -         215.740 (meters)     707.81  (feet)  COMP
 GR0551  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 GR0551
 GR0551  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0551
 GR0551.The horizontal coordinates were scaled from a topographic map and have
 GR0551.an estimated accuracy of +/- 6 seconds.
 GR0551
 GR0551.The orthometric height was determined by differential leveling
 GR0551.and adjusted by the National Geodetic Survey in 1992..
 GR0551.No vertical observational check was made to the station.
 GR0551.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0551.was located on a no-check spur therefore a value was not computed.
 GR0551
 GR0551.The geoid height was determined by GEOID03.
 GR0551
 GR0551.The dynamic height is computed by dividing the NAVD 88
 GR0551.geopotential number by the normal gravity value computed on the
 GR0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0551.degrees latitude (g = 980.6199 gals.).
 GR0551
 GR0551.The modeled gravity was interpolated from observed gravity values.
 GR0551
 GR0551;                    North         East    Units  Estimated Accuracy
 GR0551;SPC NV E     - 8,140,380.      275,740.      MT  (+/- 180 meters Scaled)
 GR0551
 GR0551                          SUPERSEDED SURVEY CONTROL
 GR0551
 GR0551  NGVD 29 (??/??/92)  215.27   (m)          706.3    (f) COMPUTED    1 1
 GR0551
 GR0551.Superseded values are not recommended for survey control.
 GR0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0551.See file dsdata.txt to determine how the superseded data were derived.
 GR0551
 GR0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV033876(NAD 83)
 GR0551_MARKER: DD = SURVEY DISK
 GR0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0551_SP_SET: CONCRETE BLOCK
 GR0551_STAMPING: N 16 U.S.B.R.
 GR0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0551
 GR0551  HISTORY     - Date     Condition        Report By
 GR0551  HISTORY     - UNK      MONUMENTED       BOR
 GR0551  HISTORY     - 1950     GOOD             NGS
 GR0551
 GR0551                          STATION DESCRIPTION
 GR0551
 GR0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0551'0.2 MI SW FROM HOOVER DAM.
 GR0551'0.2 MILES SOUTHWEST ALONG THE LOWER PORTAL ROAD TO THE APPROXIMATE
 GR0551'CENTER OF THE VEHICULAR TUNNEL FROM THE SOUTHWEST END OF THE NEVADA
 GR0551'RAMP AT THE BOTTOM OF HOOVER DAM,THENCE ABOUT 60 YARDS SOUTHEAST
 GR0551'THROUGH AN ADIT, AT NEVADA STONY GATE (DIVERSION TUNNEL NO. 2), ABOUT
 GR0551'30 YARDS NORTHEAST OF THE CIRCULAR STAIRCASE, ABOUT 15 YARDS NORTH OF
 GR0551'THE NORTHEAST CORNER OF THE CONCRETE STRUCTURE, ABOUT 15 FEET HIGHER
 GR0551'THAN THE CONCRETE FLOOR AT THE BOTTOM OF THE STAIRCASE, AND SET IN THE
 GR0551'TOP OF A BLOCK OF CONCRETE WHICH IS FASTENED TO A STEEP CANYON WALL.
 GR0551'NOTE-- DUE TO MUCKING AND SCALING OPERATIONS IN THIS VICINITY THE
 GR0551'CANYON WALL HAS BEEN MADE MUCH STEEPER THAN IN 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0295 ***********************************************************************
 GS0295  DESIGNATION -  N 16
 GS0295  PID         -  GS0295
 GS0295  STATE/COUNTY-  NV/NYE
 GS0295  USGS QUAD   -  BEATTY (1987)
 GS0295
 GS0295                         *CURRENT SURVEY CONTROL
 GS0295  ___________________________________________________________________
 GS0295* NAD 83(1986)-  36 54 22.     (N)    116 45 40.     (W)     SCALED    
 GS0295* NAVD 88     -      1009.183  (meters)    3310.96   (feet)  ADJUSTED  
 GS0295  ___________________________________________________________________
 GS0295  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 GS0295  DYNAMIC HT  -        1008.143 (meters)    3307.55  (feet)  COMP
 GS0295  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 GS0295
 GS0295  VERT ORDER  -  FIRST     CLASS II
 GS0295
 GS0295.The horizontal coordinates were scaled from a topographic map and have
 GS0295.an estimated accuracy of +/- 6 seconds.
 GS0295
 GS0295.The orthometric height was determined by differential leveling
 GS0295.and adjusted by the National Geodetic Survey in June 1991..
 GS0295
 GS0295.The geoid height was determined by GEOID03.
 GS0295
 GS0295.The dynamic height is computed by dividing the NAVD 88
 GS0295.geopotential number by the normal gravity value computed on the
 GS0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0295.degrees latitude (g = 980.6199 gals.).
 GS0295
 GS0295.The modeled gravity was interpolated from observed gravity values.
 GS0295
 GS0295;                    North         East    Units  Estimated Accuracy
 GS0295;SPC NV C     - 6,239,210.      491,580.      MT  (+/- 180 meters Scaled)
 GS0295
 GS0295                          SUPERSEDED SURVEY CONTROL
 GS0295
 GS0295  NGVD 29 (05/01/91) 1008.282  (m)         3308.01   (f) ADJUSTED    1 2
 GS0295
 GS0295.Superseded values are not recommended for survey control.
 GS0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0295.See file dsdata.txt to determine how the superseded data were derived.
 GS0295
 GS0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA212844(NAD 83)
 GS0295_MARKER: DD = SURVEY DISK
 GS0295_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GS0295_SP_SET: UNSPECIFIED ROCK
 GS0295_STAMPING: 3308.051
 GS0295_MARK LOGO: USGS  
 GS0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0295
 GS0295  HISTORY     - Date     Condition        Report By
 GS0295  HISTORY     - UNK      MONUMENTED       USGS
 GS0295  HISTORY     - 1952     GOOD             NGS
 GS0295  HISTORY     - 1983     GOOD             NGS
 GS0295  HISTORY     - 1983     GOOD             NGS
 GS0295
 GS0295                          STATION DESCRIPTION
 GS0295
 GS0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GS0295'AT BEATTY.
 GS0295'AT BEATTY, 230 FEET EAST OF THE EAST END OF THE EL PORTAL MOTEL,
 GS0295'160 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 58, 23 FEET
 GS0295'SOUTHWEST OF THE CENTER LINE OF A NORTHWEST AND SOUTHEAST DIRT
 GS0295'ROAD, 2 FEET ABOVE THE GROUND, IN THE BOTTOM OF A SMALL RAVINE,
 GS0295'AND SET IN THE TOP OF A GRANITE ROCK.
 GS0295
 GS0295                          STATION RECOVERY (1983)
 GS0295
 GS0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0295'RECOVERED IN GOOD CONDITION.
 GS0295
 GS0295                          STATION RECOVERY (1983)
 GS0295
 GS0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0295'RECOVERED IN GOOD CONDITION.  NEW
 GS0295'DESCRIPTION FOLLOWS.  0.3 KM (0.2 MI) SOUTHWEST ALONG STATE HIGHWAY
 GS0295'374 FROM THE JUNCTION OF US HIGHWAY 95 IN BEATTY, IN TOP OF THE
 GS0295'NORTHWEST END OF A 1- BY 5-FOOT PORTION OF A QUARTZITE BOULDER,
 GS0295'70.1 METERS (230 FT) SOUTHEAST ACROSS THE HIGHWAY FROM THE SOUTHEAST
 GS0295'END OF THE EL PORTAL MOTEL, 48.7 METERS (160 FT) SOUTHEAST OF THE
 GS0295'HIGHWAY CENTERLINE, 42.0 METERS (138 FT) NORTHWEST OF THE CENTER OF A
 GS0295'DIRT ROAD, 22.8 METERS (75 FT) EAST OF THE EAST CORNER OF THE ST.
 GS0295'THERESAS CATHOLIC CHURCH.  STAMPING--3308.051 B.
 GS0295'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1660 ***********************************************************************
 GR1660  DESIGNATION -  N 16
 GR1660  PID         -  GR1660
 GR1660  STATE/COUNTY-  NV/CLARK
 GR1660  USGS QUAD   -  BOULDER CANYON (1983)
 GR1660
 GR1660                         *CURRENT SURVEY CONTROL
 GR1660  ___________________________________________________________________
 GR1660* NAD 83(1994)-  36 08 04.74421(N)    114 37 00.69592(W)     ADJUSTED  
 GR1660* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1660  ___________________________________________________________________
 GR1660  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 GR1660  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GR1660
 GR1660  HORZ ORDER  -  THIRD
 GR1660
 GR1660.The horizontal coordinates were established by classical geodetic methods
 GR1660.and adjusted by the National Geodetic Survey in June 1998..
 GR1660
 GR1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1660
 GR1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1660
 GR1660.The geoid height was determined by GEOID03.
 GR1660
 GR1660;                    North         East     Units Scale Factor Converg.
 GR1660;SPC NV E     - 8,154,042.544   286,984.994   MT  0.99999320   +0 34 11.8
 GR1660;SPC NV E     -26,752,054.58    941,549.93   sFT  0.99999320   +0 34 11.8
 GR1660;SPC AZ W     -   569,819.365   135,338.078   MT  1.00000831   -0 30 40.3
 GR1660;SPC AZ W     - 1,869,486.11    444,022.57   iFT  1.00000831   -0 30 40.3
 GR1660;UTM  11      - 4,001,514.086   714,440.018   MT  1.00016663   +1 24 21.0
 GR1660
 GR1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1660!SPC NV E     -   0.99994699  x   0.99999320  =   0.99994019
 GR1660!SPC AZ W     -   0.99994699  x   1.00000831  =   0.99995530
 GR1660!UTM  11      -   0.99994699  x   1.00016663  =   1.00011361
 GR1660
 GR1660:                Primary Azimuth Mark                     Grid Az
 GR1660:SPC NV E     -  A 11                                     191 19 07.0
 GR1660:SPC AZ W     -  A 11                                     192 23 59.1
 GR1660:UTM  11      -  A 11                                     190 28 57.8
 GR1660
 GR1660|---------------------------------------------------------------------|
 GR1660| PID    Reference Object                     Distance      Geod. Az  |
 GR1660|                                                           dddmmss.s |
 GR1660| GR1479 A 11                                APPROX. 0.8 KM 1915318.8 |
 GR1660|---------------------------------------------------------------------|
 GR1660
 GR1660                          SUPERSEDED SURVEY CONTROL
 GR1660
 GR1660  NAD 83(1994)-  36 08 04.74421(N)    114 37 00.69592(W) AD(       ) 3
 GR1660  NAD 83(1992)-  36 08 04.74421(N)    114 37 00.69593(W) AD(       ) 3
 GR1660  NAD 83(1986)-  36 08 04.73041(N)    114 37 00.68680(W) AD(       ) 3
 GR1660  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1660
 GR1660.Superseded values are not recommended for survey control.
 GR1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1660.See file dsdata.txt to determine how the superseded data were derived.
 GR1660
 GR1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1444001514(NAD 83)
 GR1660_MARKER: DS = TRIANGULATION STATION DISK
 GR1660_SETTING: 66 = SET IN ROCK OUTCROP
 GR1660_SP_SET: SET IN BEDROCK
 GR1660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1660+STABILITY: POSITION/ELEVATION WELL
 GR1660
 GR1660  HISTORY     - Date     Condition        Report By
 GR1660  HISTORY     - 1948     MONUMENTED       USGS
 GR1660
 GR1660                          STATION DESCRIPTION
 GR1660
 GR1660'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1660'LOCATED ABOUT 3 MI E. OF BEACON ISLAND.  IN BOULDER CANYON, ABOUT
 GR1660'1300 FT. NW. OF N.P.S. REFLECTOR, ON ROCKY POINT, ABOUT 10 FT.
 GR1660'BELOW HIGH WATER MARK.
 GR1660'
 GR1660'TO REACH NOT GIVEN.
 GR1660'
 GR1660'STATION MARK--STANDARD TABLET STAMPED---N16 1948---, CEMENTED IN
 GR1660'BEDROCK.
 GR1660'
 GR1660'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0073 ***********************************************************************
 GR0073  DESIGNATION -  N 160
 GR0073  PID         -  GR0073
 GR0073  STATE/COUNTY-  NV/CLARK
 GR0073  USGS QUAD   -  RIVERSIDE (1983)
 GR0073
 GR0073                         *CURRENT SURVEY CONTROL
 GR0073  ___________________________________________________________________
 GR0073* NAD 83(1986)-  36 44 35.     (N)    114 13 34.     (W)     SCALED    
 GR0073* NAVD 88     -       488.557  (meters)    1602.87   (feet)  ADJUSTED  
 GR0073  ___________________________________________________________________
 GR0073  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GR0073  DYNAMIC HT  -         488.088 (meters)    1601.34  (feet)  COMP
 GR0073  MODELED GRAV-     979,657.4   (mgal)                       NAVD 88
 GR0073
 GR0073  VERT ORDER  -  FIRST     CLASS I
 GR0073
 GR0073.The horizontal coordinates were scaled from a topographic map and have
 GR0073.an estimated accuracy of +/- 6 seconds.
 GR0073
 GR0073.The orthometric height was determined by differential leveling
 GR0073.and adjusted by the National Geodetic Survey in June 1991..
 GR0073
 GR0073.The geoid height was determined by GEOID03.
 GR0073
 GR0073.The dynamic height is computed by dividing the NAVD 88
 GR0073.geopotential number by the normal gravity value computed on the
 GR0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0073.degrees latitude (g = 980.6199 gals.).
 GR0073
 GR0073.The modeled gravity was interpolated from observed gravity values.
 GR0073
 GR0073;                    North         East    Units  Estimated Accuracy
 GR0073;SPC NV E     - 8,221,980.      321,210.      MT  (+/- 180 meters Scaled)
 GR0073
 GR0073                          SUPERSEDED SURVEY CONTROL
 GR0073
 GR0073  NGVD 29 (??/??/92)  487.879  (m)         1600.65   (f) ADJ UNCH    1 1
 GR0073
 GR0073.Superseded values are not recommended for survey control.
 GR0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0073.See file dsdata.txt to determine how the superseded data were derived.
 GR0073
 GR0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA476699(NAD 83)
 GR0073_MARKER: DB = BENCH MARK DISK
 GR0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0073_STAMPING: N 160 1935
 GR0073_MARK LOGO: CGS   
 GR0073_PROJECTION: PROJECTING 25 CENTIMETERS
 GR0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0073+STABILITY: SURFACE MOTION
 GR0073
 GR0073  HISTORY     - Date     Condition        Report By
 GR0073  HISTORY     - 1935     MONUMENTED       CGS
 GR0073  HISTORY     - 1957     GOOD             NGS
 GR0073  HISTORY     - 1982     GOOD             NGS
 GR0073  HISTORY     - 1982     GOOD             NGS
 GR0073  HISTORY     - 19951007 GOOD             USPSQD
 GR0073
 GR0073                          STATION DESCRIPTION
 GR0073
 GR0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0073'7.6 MI W FROM BUNKERVILLE.
 GR0073'6.9 MILES WEST ALONG U. S. HIGHWAY 91 FROM BUNKERVILLE, CLARK COUNTY,
 GR0073'0.6 MILE WEST OF CAMP RIVERSIDE, 200 FEET NORTH OF THE CENTER OF A
 GR0073'CURVE IN THE HIGHWAY, 3 FEET SOUTH OF A 5-INCH TRIANGULAR CONCRETE
 GR0073'POST PROJECTING 2.2 FEET ABOVE GROUND, AND ABOUT 4 FEET HIGHER THAN
 GR0073'THE HIGHWAY.  A STANDARD DISK, STAMPED N 160 1935 AND SET IN THE TOP
 GR0073'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 GR0073
 GR0073                          STATION RECOVERY (1982)
 GR0073
 GR0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0073'RECOVERED IN GOOD CONDITION. THE 1935 DESCRIPTION IS ADEQUATE EXCEPT
 GR0073'HIGHWAY 91 IS NOW STATE HIGHWAY 170 AND MILEAGE IS FROM MAIN STREET IN
 GR0073'BUNKERVILLE.
 GR0073'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 GR0073'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 GR0073
 GR0073                          STATION RECOVERY (1982)
 GR0073
 GR0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0073'RECOVERED IN GOOD CONDITION.
 GR0073
 GR0073                          STATION RECOVERY (1995)
 GR0073
 GR0073'RECOVERY NOTE BY US POWER SQUADRON 1995
 GR0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0704 ***********************************************************************
 GR0704  DESIGNATION -  N 161
 GR0704  PID         -  GR0704
 GR0704  STATE/COUNTY-  NV/CLARK
 GR0704  USGS QUAD   -  UTE (1983)
 GR0704
 GR0704                         *CURRENT SURVEY CONTROL
 GR0704  ___________________________________________________________________
 GR0704* NAD 83(1986)-  36 32 52.     (N)    114 43 37.     (W)     SCALED    
 GR0704* NAVD 88     -       595.486  (meters)    1953.69   (feet)  ADJUSTED  
 GR0704  ___________________________________________________________________
 GR0704  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 GR0704  DYNAMIC HT  -         594.896 (meters)    1951.75  (feet)  COMP
 GR0704  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 GR0704
 GR0704  VERT ORDER  -  FIRST     CLASS I
 GR0704
 GR0704.The horizontal coordinates were scaled from a topographic map and have
 GR0704.an estimated accuracy of +/- 6 seconds.
 GR0704
 GR0704.The orthometric height was determined by differential leveling
 GR0704.and adjusted by the National Geodetic Survey in June 1991..
 GR0704
 GR0704.The geoid height was determined by GEOID03.
 GR0704
 GR0704.The dynamic height is computed by dividing the NAVD 88
 GR0704.geopotential number by the normal gravity value computed on the
 GR0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0704.degrees latitude (g = 980.6199 gals.).
 GR0704
 GR0704.The modeled gravity was interpolated from observed gravity values.
 GR0704
 GR0704;                    North         East    Units  Estimated Accuracy
 GR0704;SPC NV E     - 8,199,790.      276,670.      MT  (+/- 180 meters Scaled)
 GR0704
 GR0704                          SUPERSEDED SURVEY CONTROL
 GR0704
 GR0704  NGVD 29 (??/??/92)  594.795  (m)         1951.42   (f) ADJ UNCH    1 1
 GR0704
 GR0704.Superseded values are not recommended for survey control.
 GR0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0704.See file dsdata.txt to determine how the superseded data were derived.
 GR0704
 GR0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA034471(NAD 83)
 GR0704_MARKER: DB = BENCH MARK DISK
 GR0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0704_SP_SET: CULVERT
 GR0704_STAMPING: N 161 1935
 GR0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0704
 GR0704  HISTORY     - Date     Condition        Report By
 GR0704  HISTORY     - 1935     MONUMENTED       CGS
 GR0704  HISTORY     - 1949     GOOD             NGS
 GR0704  HISTORY     - 1963     GOOD             NGS
 GR0704  HISTORY     - 1982     GOOD             NGS
 GR0704
 GR0704                          STATION DESCRIPTION
 GR0704
 GR0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0704'10.8 MI SW FROM MOAPA.
 GR0704'10.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0704'AT MOAPA, 8 1/2 POLES NORTHEAST OF MILEPOLE 372, AT A DOUBLE 36-INCH
 GR0704'CONCRETE PIPE CULVERT NO. 372.28, IN THE TOP OF THE APPROXIMATE CENTER
 GR0704'OF THE EAST CONCRETE HEAD WALL, 10.7 FEET EAST OF THE EAST RAIL, AND
 GR0704'ABOUT 3 1/2 FEET HIGHER THAN THE TRACK.
 GR0704
 GR0704                          STATION RECOVERY (1963)
 GR0704
 GR0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0704'RECOVERED IN GOOD CONDITION.
 GR0704
 GR0704                          STATION RECOVERY (1982)
 GR0704
 GR0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0757 ***********************************************************************
 GR0757  DESIGNATION -  N 162
 GR0757  PID         -  GR0757
 GR0757  STATE/COUNTY-  NV/CLARK
 GR0757  USGS QUAD   -  FARRIER (1969)
 GR0757
 GR0757                         *CURRENT SURVEY CONTROL
 GR0757  ___________________________________________________________________
 GR0757* NAD 83(1986)-  36 52 10.     (N)    114 39 55.     (W)     SCALED    
 GR0757* NAVD 88     -       572.213  (meters)    1877.34   (feet)  ADJUSTED  
 GR0757  ___________________________________________________________________
 GR0757  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 GR0757  DYNAMIC HT  -         571.671 (meters)    1875.56  (feet)  COMP
 GR0757  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 GR0757
 GR0757  VERT ORDER  -  FIRST     CLASS I
 GR0757
 GR0757.The horizontal coordinates were scaled from a topographic map and have
 GR0757.an estimated accuracy of +/- 6 seconds.
 GR0757
 GR0757.The orthometric height was determined by differential leveling
 GR0757.and adjusted by the National Geodetic Survey in June 1991..
 GR0757
 GR0757.The geoid height was determined by GEOID03.
 GR0757
 GR0757.The dynamic height is computed by dividing the NAVD 88
 GR0757.geopotential number by the normal gravity value computed on the
 GR0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0757.degrees latitude (g = 980.6199 gals.).
 GR0757
 GR0757.The modeled gravity was interpolated from observed gravity values.
 GR0757
 GR0757;                    North         East    Units  Estimated Accuracy
 GR0757;SPC NV E     - 8,235,530.      281,850.      MT  (+/- 180 meters Scaled)
 GR0757
 GR0757                          SUPERSEDED SURVEY CONTROL
 GR0757
 GR0757  NGVD 29 (??/??/92)  571.534  (m)         1875.11   (f) ADJ UNCH    1 1
 GR0757
 GR0757.Superseded values are not recommended for survey control.
 GR0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0757.See file dsdata.txt to determine how the superseded data were derived.
 GR0757
 GR0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA081829(NAD 83)
 GR0757_MARKER: DB = BENCH MARK DISK
 GR0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR0757_SP_SET: ABUTMENT
 GR0757_STAMPING: N 162 1935
 GR0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR0757
 GR0757  HISTORY     - Date     Condition        Report By
 GR0757  HISTORY     - 1935     MONUMENTED       CGS
 GR0757  HISTORY     - 1969     GOOD             USGS
 GR0757  HISTORY     - 1981     GOOD             LOCSUR
 GR0757
 GR0757                          STATION DESCRIPTION
 GR0757
 GR0757'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GR0757'14.3 MI N FROM MOAPA.
 GR0757'14.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR0757'MOAPA, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF
 GR0757'STEEL TRUSS BRIDGE 397.04 OVER MEADOW VALLEY WASH, 3.8 FEET WEST OF
 GR0757'THE WEST RAIL, AND ABOUT 0.8 FOOT LOWER THAN THE TOP OF THE RAIL.
 GR0757
 GR0757                          STATION RECOVERY (1981)
 GR0757
 GR0757'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 GR0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0278 ***********************************************************************
 GR0278  DESIGNATION -  N 163
 GR0278  PID         -  GR0278
 GR0278  STATE/COUNTY-  NV/CLARK
 GR0278  USGS QUAD   -  OVERTON BEACH (1983)
 GR0278
 GR0278                         *CURRENT SURVEY CONTROL
 GR0278  ___________________________________________________________________
 GR0278* NAD 83(1986)-  36 28 40.     (N)    114 19 24.     (W)     SCALED    
 GR0278* NAVD 88     -       394.365  (meters)    1293.85   (feet)  POSTED    
 GR0278  ___________________________________________________________________
 GR0278  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 GR0278  DYNAMIC HT  -         393.980 (meters)    1292.58  (feet)  COMP
 GR0278  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 GR0278
 GR0278  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0278
 GR0278.The horizontal coordinates were scaled from a topographic map and have
 GR0278.an estimated accuracy of +/- 6 seconds.
 GR0278
 GR0278.The orthometric height was determined by differential leveling
 GR0278.and adjusted by the National Geodetic Survey in 1992..
 GR0278.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0278.rate of 1.1 thru 2.0 mm/km.
 GR0278
 GR0278.The geoid height was determined by GEOID03.
 GR0278
 GR0278.The dynamic height is computed by dividing the NAVD 88
 GR0278.geopotential number by the normal gravity value computed on the
 GR0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0278.degrees latitude (g = 980.6199 gals.).
 GR0278
 GR0278.The modeled gravity was interpolated from observed gravity values.
 GR0278
 GR0278;                    North         East    Units  Estimated Accuracy
 GR0278;SPC NV E     - 8,192,420.      312,910.      MT  (+/- 180 meters Scaled)
 GR0278
 GR0278                          SUPERSEDED SURVEY CONTROL
 GR0278
 GR0278  NGVD 29 (??/??/92)  393.712  (m)         1291.70   (f) ADJ UNCH    1 1
 GR0278
 GR0278.Superseded values are not recommended for survey control.
 GR0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0278.See file dsdata.txt to determine how the superseded data were derived.
 GR0278
 GR0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA398402(NAD 83)
 GR0278_MARKER: DB = BENCH MARK DISK
 GR0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0278_STAMPING: N 163 1935
 GR0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0278+STABILITY: SURFACE MOTION
 GR0278
 GR0278  HISTORY     - Date     Condition        Report By
 GR0278  HISTORY     - 1935     MONUMENTED       CGS
 GR0278  HISTORY     - 1950     GOOD             NGS
 GR0278  HISTORY     - 1964     GOOD             NGS
 GR0278
 GR0278                          STATION DESCRIPTION
 GR0278
 GR0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0278'39.9 MI S FROM RIVERSIDE.
 GR0278'27.1 MILES SOUTH ALONG A DIRT ROAD LEADING TO GRAND WASH AND YATES
 GR0278'RANCH FROM THE EAST END OF THE VIRGIN RIVER BRIDGE AT RIVERSIDE,
 GR0278'THENCE 12.8 MILES WEST ALONG THE OLD ABANDONED ST. THOMAS-PIERCES
 GR0278'FERRY ROAD, 0.1 MILES NORTHEAST OF A POINT WHERE THE ROAD CROSSES A
 GR0278'WIDE RAVINE, AT THE FOOT OF THE WEST SLOPE OF A HILL, ABOUT 13 YARDS
 GR0278'SOUTHEAST OF THE SOUTHEAST RIM OF THE RAVINE, 26 FEET NORTHEAST OF THE
 GR0278'CENTER LINE OF THE ROAD, 2.6 FEET WEST OF A WITNESS POST, ABOUT 2.0
 GR0278'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GR0278'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 GR0278
 GR0278                          STATION RECOVERY (1964)
 GR0278
 GR0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GR0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0015 ***********************************************************************
 GR0015  DESIGNATION -  N 164
 GR0015  PID         -  GR0015
 GR0015  STATE/COUNTY-  NV/CLARK
 GR0015  USGS QUAD   -  OVERTON (1983)
 GR0015
 GR0015                         *CURRENT SURVEY CONTROL
 GR0015  ___________________________________________________________________
 GR0015* NAD 83(1986)-  36 34 00.     (N)    114 23 45.     (W)     SCALED    
 GR0015* NAVD 88     -       568.367  (meters)    1864.72   (feet)  POSTED    
 GR0015  ___________________________________________________________________
 GR0015  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GR0015  DYNAMIC HT  -         567.800 (meters)    1862.86  (feet)  COMP
 GR0015  MODELED GRAV-     979,617.2   (mgal)                       NAVD 88
 GR0015
 GR0015  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0015
 GR0015.The horizontal coordinates were scaled from a topographic map and have
 GR0015.an estimated accuracy of +/- 6 seconds.
 GR0015
 GR0015.The orthometric height was determined by differential leveling
 GR0015.and adjusted by the National Geodetic Survey in 1992..
 GR0015.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0015.rate of 0.0 thru 1.0 mm/km.
 GR0015
 GR0015.The geoid height was determined by GEOID03.
 GR0015
 GR0015.The dynamic height is computed by dividing the NAVD 88
 GR0015.geopotential number by the normal gravity value computed on the
 GR0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0015.degrees latitude (g = 980.6199 gals.).
 GR0015
 GR0015.The modeled gravity was interpolated from observed gravity values.
 GR0015
 GR0015;                    North         East    Units  Estimated Accuracy
 GR0015;SPC NV E     - 8,202,200.      306,290.      MT  (+/- 180 meters Scaled)
 GR0015
 GR0015                          SUPERSEDED SURVEY CONTROL
 GR0015
 GR0015  NGVD 29 (??/??/92)  567.703  (m)         1862.54   (f) ADJ UNCH    1 1
 GR0015
 GR0015.Superseded values are not recommended for survey control.
 GR0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0015.See file dsdata.txt to determine how the superseded data were derived.
 GR0015
 GR0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA330499(NAD 83)
 GR0015_MARKER: DB = BENCH MARK DISK
 GR0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0015_STAMPING: N 164 1935
 GR0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0015+STABILITY: SURFACE MOTION
 GR0015
 GR0015  HISTORY     - Date     Condition        Report By
 GR0015  HISTORY     - 1935     MONUMENTED       CGS
 GR0015  HISTORY     - 1950     GOOD             NGS
 GR0015  HISTORY     - 1979     GOOD             USGS
 GR0015
 GR0015                          STATION DESCRIPTION
 GR0015
 GR0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0015'5.6 MI NE FROM OVERTON.
 GR0015'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT OVERTON,
 GR0015'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3 MILES NORTH
 GR0015'ALONG A GRADED ROAD, THENCE 2.7 MILES NORTHEAST ALONG A TRACK ROAD,
 GR0015'THENCE 1.3 MILES SOUTHEAST ACROSS MORMON MESA, 0.5 MILE NORTHEAST OF
 GR0015'THE WEST RIM, 16 FEET NORTHEAST OF THE CENTER LINE OF A DIM TRACK
 GR0015'ROAD, 3.8 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 GR0015'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 GR0015
 GR0015                          STATION RECOVERY (1979)
 GR0015
 GR0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0015'OVERTON POST OFFICE, 4 MI NORTH AND EAST ALONG ROAD TO MORMON MESA.
 GR0015'THENCE 1.60 MI SE ALONG TRACK RD ON MORMON MESA, 289 FT E OF TRACK
 GR0015'RD, 3.8 FT SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GR0015'POST. STANDARD TABLET STAMPED N 164 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0042 ***********************************************************************
 GR0042  DESIGNATION -  N 165
 GR0042  PID         -  GR0042
 GR0042  STATE/COUNTY-  NV/CLARK
 GR0042  USGS QUAD   -  OVERTON (1983)
 GR0042
 GR0042                         *CURRENT SURVEY CONTROL
 GR0042  ___________________________________________________________________
 GR0042* NAD 83(1986)-  36 34 00.     (N)    114 28 16.     (W)     SCALED    
 GR0042* NAVD 88     -       401.959  (meters)    1318.76   (feet)  POSTED    
 GR0042  ___________________________________________________________________
 GR0042  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GR0042  DYNAMIC HT  -         401.570 (meters)    1317.48  (feet)  COMP
 GR0042  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 GR0042
 GR0042  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0042
 GR0042.The horizontal coordinates were scaled from a topographic map and have
 GR0042.an estimated accuracy of +/- 6 seconds.
 GR0042
 GR0042.The orthometric height was determined by differential leveling
 GR0042.and adjusted by the National Geodetic Survey in 1992..
 GR0042.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0042.rate of 0.0 thru 1.0 mm/km.
 GR0042
 GR0042.The geoid height was determined by GEOID03.
 GR0042
 GR0042.The dynamic height is computed by dividing the NAVD 88
 GR0042.geopotential number by the normal gravity value computed on the
 GR0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0042.degrees latitude (g = 980.6199 gals.).
 GR0042
 GR0042.The modeled gravity was interpolated from observed gravity values.
 GR0042
 GR0042;                    North         East    Units  Estimated Accuracy
 GR0042;SPC NV E     - 8,202,120.      299,550.      MT  (+/- 180 meters Scaled)
 GR0042
 GR0042                          SUPERSEDED SURVEY CONTROL
 GR0042
 GR0042  NGVD 29 (??/??/92)  401.299  (m)         1316.60   (f) ADJ UNCH    1 1
 GR0042
 GR0042.Superseded values are not recommended for survey control.
 GR0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0042.See file dsdata.txt to determine how the superseded data were derived.
 GR0042
 GR0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA263497(NAD 83)
 GR0042_MARKER: DB = BENCH MARK DISK
 GR0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0042_STAMPING: N 165 1935
 GR0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0042+STABILITY: SURFACE MOTION
 GR0042
 GR0042  HISTORY     - Date     Condition        Report By
 GR0042  HISTORY     - 1935     MONUMENTED       CGS
 GR0042  HISTORY     - 1949     GOOD             NGS
 GR0042
 GR0042                          STATION DESCRIPTION
 GR0042
 GR0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0042'2.1 MI NW FROM OVERTON.
 GR0042'2.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0042'SIGN AT OVERTON, 14 RAILS NORTHWEST OF THE SIGNBOARD AT VIRGIN SIDING,
 GR0042'57 FEET NORTH OF THE NORTH CORNER OF WOODEN CULVERT 12.65, 47.5 FEET
 GR0042'NORTHEAST OF THE NORTHEAST RAIL, 24 1/2 FEET SOUTHWEST OF THE CENTER
 GR0042'LINE OF A GRADED ROAD, 3 FEET SOUTHEAST OF A TELEPHONE POLE, IN LINE
 GR0042'WITH A ROW OF POLES, 2.8 FEET NORTHWEST OF A CONCRETE WITNESS POST,
 GR0042'ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 GR0042'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0021 ***********************************************************************
 FS0021  DESIGNATION -  N 166
 FS0021  PID         -  FS0021
 FS0021  STATE/COUNTY-  NV/CLARK
 FS0021  USGS QUAD   -  BOULDER CITY SW (1973)
 FS0021
 FS0021                         *CURRENT SURVEY CONTROL
 FS0021  ___________________________________________________________________
 FS0021* NAD 83(1986)-  35 52 08.     (N)    114 56 32.     (W)     SCALED    
 FS0021* NAVD 88     -       521.221  (meters)    1710.04   (feet)  POSTED    
 FS0021  ___________________________________________________________________
 FS0021  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FS0021  DYNAMIC HT  -         520.680 (meters)    1708.26  (feet)  COMP
 FS0021  MODELED GRAV-     979,581.1   (mgal)                       NAVD 88
 FS0021
 FS0021  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FS0021
 FS0021.The horizontal coordinates were scaled from a topographic map and have
 FS0021.an estimated accuracy of +/- 6 seconds.
 FS0021
 FS0021.The orthometric height was determined by differential leveling
 FS0021.and adjusted by the National Geodetic Survey in 1992..
 FS0021.No vertical observational check was made to the station.
 FS0021.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FS0021.was located on a no-check spur therefore a value was not computed.
 FS0021
 FS0021.The geoid height was determined by GEOID03.
 FS0021
 FS0021.The dynamic height is computed by dividing the NAVD 88
 FS0021.geopotential number by the normal gravity value computed on the
 FS0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0021.degrees latitude (g = 980.6199 gals.).
 FS0021
 FS0021.The modeled gravity was interpolated from observed gravity values.
 FS0021
 FS0021;                    North         East    Units  Estimated Accuracy
 FS0021;SPC NV E     - 8,124,310.      257,900.      MT  (+/- 180 meters Scaled)
 FS0021
 FS0021                          SUPERSEDED SURVEY CONTROL
 FS0021
 FS0021  NGVD 29 (??/??/92)  520.519  (m)         1707.74   (f) ADJ UNCH    1 1
 FS0021
 FS0021.Superseded values are not recommended for survey control.
 FS0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0021.See file dsdata.txt to determine how the superseded data were derived.
 FS0021
 FS0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV857713(NAD 83)
 FS0021_MARKER: DB = BENCH MARK DISK
 FS0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0021_STAMPING: N 166 1935
 FS0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0021+STABILITY: SURFACE MOTION
 FS0021
 FS0021  HISTORY     - Date     Condition        Report By
 FS0021  HISTORY     - 1935     MONUMENTED       CGS
 FS0021  HISTORY     - 1949     GOOD             NGS
 FS0021  HISTORY     - 1963     GOOD             NGS
 FS0021
 FS0021                          STATION DESCRIPTION
 FS0021
 FS0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0021'7.6 MI S FROM ALUNITE.
 FS0021'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE JUNCTION OF U.S.
 FS0021'HIGHWAY 93 AT ALUNITE, THENCE 3.8 MILES SOUTH ALONG OLD STATE
 FS0021'HIGHWAY 5, THENCE 2.1 MILES SOUTH ACROSS THE BED OF A DRY LAKE,
 FS0021'0.8 MILE WEST OF U.S. HIGHWAY 95, 0.3 MILE EAST OF THE WEST
 FS0021'EDGE OF THE LAKE, 2.5 FEET SOUTH OF A WITNESS POST, AND SET IN
 FS0021'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 FS0021
 FS0021                          STATION RECOVERY (1963)
 FS0021
 FS0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0042 ***********************************************************************
 FS0042  DESIGNATION -  N 167
 FS0042  PID         -  FS0042
 FS0042  STATE/COUNTY-  NV/CLARK
 FS0042  USGS QUAD   -  BOULDER CITY (1983)
 FS0042
 FS0042                         *CURRENT SURVEY CONTROL
 FS0042  ___________________________________________________________________
 FS0042* NAD 83(1986)-  35 58 55.     (N)    114 49 42.     (W)     SCALED    
 FS0042* NAVD 88     -       740.779  (meters)    2430.37   (feet)  ADJUSTED  
 FS0042  ___________________________________________________________________
 FS0042  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 FS0042  DYNAMIC HT  -         740.013 (meters)    2427.86  (feet)  COMP
 FS0042  MODELED GRAV-     979,575.0   (mgal)                       NAVD 88
 FS0042
 FS0042  VERT ORDER  -  FIRST     CLASS I
 FS0042
 FS0042.The horizontal coordinates were scaled from a topographic map and have
 FS0042.an estimated accuracy of +/- 6 seconds.
 FS0042
 FS0042.The orthometric height was determined by differential leveling
 FS0042.and adjusted by the National Geodetic Survey in June 1991..
 FS0042
 FS0042.The geoid height was determined by GEOID03.
 FS0042
 FS0042.The dynamic height is computed by dividing the NAVD 88
 FS0042.geopotential number by the normal gravity value computed on the
 FS0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0042.degrees latitude (g = 980.6199 gals.).
 FS0042
 FS0042.The modeled gravity was interpolated from observed gravity values.
 FS0042
 FS0042;                    North         East    Units  Estimated Accuracy
 FS0042;SPC NV E     - 8,136,930.      268,080.      MT  (+/- 180 meters Scaled)
 FS0042
 FS0042                          SUPERSEDED SURVEY CONTROL
 FS0042
 FS0042  NGVD 29 (??/??/92)  740.075  (m)         2428.06   (f) ADJ UNCH    1 1
 FS0042
 FS0042.Superseded values are not recommended for survey control.
 FS0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0042.See file dsdata.txt to determine how the superseded data were derived.
 FS0042
 FS0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV957841(NAD 83)
 FS0042_MARKER: DB = BENCH MARK DISK
 FS0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0042_STAMPING: N 167 1935
 FS0042_MARK LOGO: CGS   
 FS0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0042+STABILITY: SURFACE MOTION
 FS0042
 FS0042  HISTORY     - Date     Condition        Report By
 FS0042  HISTORY     - 1935     MONUMENTED       CGS
 FS0042  HISTORY     - 1950     GOOD             NGS
 FS0042  HISTORY     - 1963     GOOD             NGS
 FS0042  HISTORY     - 1981     GOOD             NGS
 FS0042
 FS0042                          STATION DESCRIPTION
 FS0042
 FS0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FS0042'0.5 MI NE FROM BOULDER CITY.
 FS0042'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 93 FROM THE U.S. BUREAU
 FS0042'OF RECLAMATION ADMINISTRATION OFFICE BUILDING AT BOULDER CITY,
 FS0042'AT A POINT WHERE A POWER LINE CROSSES THE HIGHWAY, NEAR THE
 FS0042'NORTHEAST END AND ACROSS THE HIGHWAY FROM A PARKING AREA, 54 1/2
 FS0042'FEET WEST OF A POWER LINE POLE SUPPORTING A TRANSFORMER, 36.0
 FS0042'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 31.0 FEET
 FS0042'SOUTH OF THE SOUTHWEST END OF A WHITE WOODEN GUARD RAIL, 3.3
 FS0042'FEET NORTHWEST OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE
 FS0042'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 FS0042'FOOT ABOVE THE GROUND.
 FS0042
 FS0042                          STATION RECOVERY (1963)
 FS0042
 FS0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FS0042'RECOVERED IN GOOD CONDITION.
 FS0042
 FS0042                          STATION RECOVERY (1981)
 FS0042
 FS0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FS0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0457 ***********************************************************************
 GR0457  DESIGNATION -  N 168
 GR0457  PID         -  GR0457
 GR0457  STATE/COUNTY-  NV/CLARK
 GR0457  USGS QUAD   -  GOVERNMENT WASH (1970)
 GR0457
 GR0457                         *CURRENT SURVEY CONTROL
 GR0457  ___________________________________________________________________
 GR0457* NAD 83(1986)-  36 13 53.     (N)    114 45 35.     (W)     SCALED    
 GR0457* NAVD 88     -       685.728  (meters)    2249.76   (feet)  POSTED    
 GR0457  ___________________________________________________________________
 GR0457  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 GR0457  DYNAMIC HT  -         685.030 (meters)    2247.47  (feet)  COMP
 GR0457  MODELED GRAV-     979,599.6   (mgal)                       NAVD 88
 GR0457
 GR0457  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0457
 GR0457.The horizontal coordinates were scaled from a topographic map and have
 GR0457.an estimated accuracy of +/- 6 seconds.
 GR0457
 GR0457.The orthometric height was determined by differential leveling
 GR0457.and adjusted by the National Geodetic Survey in 1992..
 GR0457.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0457.rate of 0.0 thru 1.0 mm/km.
 GR0457
 GR0457.The geoid height was determined by GEOID03.
 GR0457
 GR0457.The dynamic height is computed by dividing the NAVD 88
 GR0457.geopotential number by the normal gravity value computed on the
 GR0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0457.degrees latitude (g = 980.6199 gals.).
 GR0457
 GR0457.The modeled gravity was interpolated from observed gravity values.
 GR0457
 GR0457;                    North         East    Units  Estimated Accuracy
 GR0457;SPC NV E     - 8,164,660.      274,040.      MT  (+/- 180 meters Scaled)
 GR0457
 GR0457                          SUPERSEDED SURVEY CONTROL
 GR0457
 GR0457  NGVD 29 (??/??/92)  685.030  (m)         2247.47   (f) ADJ UNCH    1 1
 GR0457
 GR0457.Superseded values are not recommended for survey control.
 GR0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0457.See file dsdata.txt to determine how the superseded data were derived.
 GR0457
 GR0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA013119(NAD 83)
 GR0457_MARKER: DB = BENCH MARK DISK
 GR0457_SETTING: 66 = SET IN ROCK OUTCROP
 GR0457_SP_SET: LIMESTONE OUTCROP
 GR0457_STAMPING: N 168 1935
 GR0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0457+STABILITY: POSITION/ELEVATION WELL
 GR0457
 GR0457  HISTORY     - Date     Condition        Report By
 GR0457  HISTORY     - 1935     MONUMENTED       CGS
 GR0457  HISTORY     - 1963     GOOD             NGS
 GR0457
 GR0457                          STATION DESCRIPTION
 GR0457
 GR0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0457'18.2 MI SE FROM APEX SIDING.
 GR0457'9.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM APEX SIDING, THENCE 8.6
 GR0457'MILES EAST ALONG A TRACK ROAD, IN A LARGE LINESTONE OUTCROP ON THE
 GR0457'NORTHEAST SIDE OF A WASH, 16 FEET NORTHEAST OF THE CENTER LINE OF THE
 GR0457'ROAD, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, 1 FOOT SOUTHWEST OF A
 GR0457'CAIRN, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1248 ***********************************************************************
 GR1248  DESIGNATION -  N 17
 GR1248  PID         -  GR1248
 GR1248  STATE/COUNTY-  NV/CLARK
 GR1248  USGS QUAD   -  MERCURY SE (1982)
 GR1248
 GR1248                         *CURRENT SURVEY CONTROL
 GR1248  ___________________________________________________________________
 GR1248* NAD 83(1986)-  36 34 01.     (N)    115 49 14.     (W)     SCALED    
 GR1248* NAVD 88     -      1046.301  (meters)    3432.74   (feet)  ADJUSTED  
 GR1248  ___________________________________________________________________
 GR1248  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 GR1248  DYNAMIC HT  -        1045.178 (meters)    3429.05  (feet)  COMP
 GR1248  MODELED GRAV-     979,523.2   (mgal)                       NAVD 88
 GR1248
 GR1248  VERT ORDER  -  FIRST     CLASS II
 GR1248
 GR1248.The horizontal coordinates were scaled from a topographic map and have
 GR1248.an estimated accuracy of +/- 6 seconds.
 GR1248
 GR1248.The orthometric height was determined by differential leveling
 GR1248.and adjusted by the National Geodetic Survey in June 1991..
 GR1248
 GR1248.The geoid height was determined by GEOID03.
 GR1248
 GR1248.The dynamic height is computed by dividing the NAVD 88
 GR1248.geopotential number by the normal gravity value computed on the
 GR1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1248.degrees latitude (g = 980.6199 gals.).
 GR1248
 GR1248.The modeled gravity was interpolated from observed gravity values.
 GR1248
 GR1248;                    North         East    Units  Estimated Accuracy
 GR1248;SPC NV E     - 8,201,600.      178,770.      MT  (+/- 180 meters Scaled)
 GR1248
 GR1248                          SUPERSEDED SURVEY CONTROL
 GR1248
 GR1248  NGVD 29 (05/01/91) 1045.476  (m)         3430.03   (f) ADJUSTED    1 2
 GR1248
 GR1248.Superseded values are not recommended for survey control.
 GR1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1248.See file dsdata.txt to determine how the superseded data were derived.
 GR1248
 GR1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA055474(NAD 83)
 GR1248_MARKER: P = PIPE CAP
 GR1248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1248_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1248_STAMPING: 3430.032 B 103 1907
 GR1248_MARK LOGO: USGS  
 GR1248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1248
 GR1248  HISTORY     - Date     Condition        Report By
 GR1248  HISTORY     - 1907     MONUMENTED       USGS
 GR1248  HISTORY     - 1952     GOOD             NGS
 GR1248  HISTORY     - 1983     GOOD             NGS
 GR1248
 GR1248                          STATION DESCRIPTION
 GR1248
 GR1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GR1248'8.5 MI W FROM INDIAN SPRINGS.
 GR1248'8.5 MILES WEST ALONG U.S. HIGHWAY 95 FROM INDIAN SPRINGS, AND 300 FEET
 GR1248'SOUTH OF THE HIGHWAY.  IT IS 435 FEET SOUTH OF THE CENTERLINE OF THE
 GR1248'HIGHWAY AND 52 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A US
 GR1248'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3430.032 B 103 1907 AND
 GR1248'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1.4 FEET ABOVE
 GR1248'GROUND.
 GR1248
 GR1248                          STATION RECOVERY (1983)
 GR1248
 GR1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR1248'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR1248'13.65 KM (8.5 MI) WEST ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 GR1248'INDIAN SPRINGS, 0.25 KM (0.15 MI) SOUTHEAST ACROSS COUNTRY FROM
 GR1248'MILEPOST 128, 135.0 METERS (443 FT) SOUTH OF THE EAST BOUND
 GR1248'CENTERLINE, 71.0 METERS (233 FT) SOUTH OF THE RIGHT OF WAY FENCE, 66.7
 GR1248'METERS (219.5 FT) SOUTH OF THE SEVENTH TELEPHONE POLE WEST OF A DOUBLE
 GR1248'TELEPHONE POLE STRUCTURE, 14.6 METERS (48 FT) NORTH OF THE CENTER OF
 GR1248'THE OLD HIGHWAY BED.NOT--PIPE PROJECTS 46 CM ABOVE THE GROUND,
 GR1248'DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1661 ***********************************************************************
 GR1661  DESIGNATION -  N 17
 GR1661  PID         -  GR1661
 GR1661  STATE/COUNTY-  NV/CLARK
 GR1661  USGS QUAD   -  BOULDER CANYON (1983)
 GR1661
 GR1661                         *CURRENT SURVEY CONTROL
 GR1661  ___________________________________________________________________
 GR1661* NAD 83(1994)-  36 08 02.98968(N)    114 36 56.77501(W)     ADJUSTED  
 GR1661* NAVD 88     -       363.7    (meters)    1193.     (feet)  VERTCON   
 GR1661  ___________________________________________________________________
 GR1661  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 GR1661  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GR1661
 GR1661  HORZ ORDER  -  THIRD
 GR1661
 GR1661.The horizontal coordinates were established by classical geodetic methods
 GR1661.and adjusted by the National Geodetic Survey in June 1998..
 GR1661
 GR1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1661
 GR1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1661
 GR1661.The geoid height was determined by GEOID03.
 GR1661
 GR1661;                    North         East     Units Scale Factor Converg.
 GR1661;SPC NV E     - 8,153,989.444   287,083.561   MT  0.99999341   +0 34 14.1
 GR1661;SPC NV E     -26,751,880.37    941,873.32   sFT  0.99999341   +0 34 14.1
 GR1661;SPC AZ W     -   569,764.414   135,435.627   MT  1.00000813   -0 30 38.0
 GR1661;SPC AZ W     - 1,869,305.82    444,342.61   iFT  1.00000813   -0 30 38.0
 GR1661;UTM  11      - 4,001,462.420   714,539.366   MT  1.00016716   +1 24 23.3
 GR1661
 GR1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1661!SPC NV E     -   0.99994730  x   0.99999341  =   0.99994071
 GR1661!SPC AZ W     -   0.99994730  x   1.00000813  =   0.99995543
 GR1661!UTM  11      -   0.99994730  x   1.00016716  =   1.00011445
 GR1661
 GR1661|---------------------------------------------------------------------|
 GR1661| PID    Reference Object                     Distance      Geod. Az  |
 GR1661|                                                           dddmmss.s |
 GR1661| GR1662 N 18                                388.373 METERS 08313     |
 GR1661| GR1480 A 12                                APPROX. 0.6 KM 1640914.8 |
 GR1661| GR1479 A 11                                APPROX. 0.8 KM 1995643.8 |
 GR1661|---------------------------------------------------------------------|
 GR1661
 GR1661                          SUPERSEDED SURVEY CONTROL
 GR1661
 GR1661  NAD 83(1994)-  36 08 02.98968(N)    114 36 56.77502(W) AD(       ) 3
 GR1661  NAD 83(1992)-  36 08 02.98968(N)    114 36 56.77502(W) AD(       ) 3
 GR1661  NAD 83(1986)-  36 08 02.97594(N)    114 36 56.76593(W) AD(       ) 3
 GR1661  NGVD 29 (06/27/88)  363.0    (m)         1191.     (f) VERT ANG       
 GR1661
 GR1661.Superseded values are not recommended for survey control.
 GR1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1661.See file dsdata.txt to determine how the superseded data were derived.
 GR1661
 GR1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1453901462(NAD 83)
 GR1661_MARKER: DS = TRIANGULATION STATION DISK
 GR1661_SETTING: 66 = SET IN ROCK OUTCROP
 GR1661_SP_SET: SET IN BEDROCK
 GR1661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1661+STABILITY: POSITION/ELEVATION WELL
 GR1661
 GR1661  HISTORY     - Date     Condition        Report By
 GR1661  HISTORY     - 1948     MONUMENTED       USGS
 GR1661
 GR1661                          STATION DESCRIPTION
 GR1661
 GR1661'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1661'LOCATED ABOUT 3 MI E. OF BEACON ISLAND.  IN BOULDER CANYON, ABOUT
 GR1661'1000 FT. W. OF N.P.S. REFLECTOR, ON SMALL, ROCK TOP ON SIDEHILL,
 GR1661'ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1661'
 GR1661'TO REACH NOT GIVEN.
 GR1661'
 GR1661'STATION MARK--STANDARD TABLET STAMPED---N17 1948---, CEMENTED IN
 GR1661'BEDROCK.
 GR1661'
 GR1661'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0194 ***********************************************************************
 FS0194  DESIGNATION -  N 170
 FS0194  PID         -  FS0194
 FS0194  STATE/COUNTY-  NV/CLARK
 FS0194  USGS QUAD   -  JEAN (1989)
 FS0194
 FS0194                         *CURRENT SURVEY CONTROL
 FS0194  ___________________________________________________________________
 FS0194* NAD 83(1986)-  35 50 55.     (N)    115 15 54.     (W)     SCALED    
 FS0194* NAVD 88     -       937.388  (meters)    3075.41   (feet)  POSTED    
 FS0194  ___________________________________________________________________
 FS0194  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 FS0194  DYNAMIC HT  -         936.370 (meters)    3072.07  (feet)  COMP
 FS0194  MODELED GRAV-     979,510.4   (mgal)                       NAVD 88
 FS0194
 FS0194  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FS0194
 FS0194.The horizontal coordinates were scaled from a topographic map and have
 FS0194.an estimated accuracy of +/- 6 seconds.
 FS0194
 FS0194.The orthometric height was determined by differential leveling
 FS0194.and adjusted by the National Geodetic Survey in 1992..
 FS0194.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FS0194.rate of 0.0 thru 1.0 mm/km.
 FS0194
 FS0194.The geoid height was determined by GEOID03.
 FS0194
 FS0194.The dynamic height is computed by dividing the NAVD 88
 FS0194.geopotential number by the normal gravity value computed on the
 FS0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0194.degrees latitude (g = 980.6199 gals.).
 FS0194
 FS0194.The modeled gravity was interpolated from observed gravity values.
 FS0194
 FS0194;                    North         East    Units  Estimated Accuracy
 FS0194;SPC NV E     - 8,121,920.      228,750.      MT  (+/- 180 meters Scaled)
 FS0194
 FS0194                          SUPERSEDED SURVEY CONTROL
 FS0194
 FS0194  NGVD 29 (??/??/92)  936.589  (m)         3072.79   (f) ADJ UNCH    1 2
 FS0194
 FS0194.Superseded values are not recommended for survey control.
 FS0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0194.See file dsdata.txt to determine how the superseded data were derived.
 FS0194
 FS0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV566685(NAD 83)
 FS0194_MARKER: DB = BENCH MARK DISK
 FS0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FS0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FS0194_STAMPING: N 170 1935
 FS0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS0194+STABILITY: SURFACE MOTION
 FS0194
 FS0194  HISTORY     - Date     Condition        Report By
 FS0194  HISTORY     - 1935     MONUMENTED       CGS
 FS0194  HISTORY     - 1949     GOOD             NGS
 FS0194  HISTORY     - 1958     GOOD             NGS
 FS0194  HISTORY     - 19870512 GOOD             USPSQD
 FS0194
 FS0194                          STATION DESCRIPTION
 FS0194
 FS0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FS0194'6 MI N FROM JEAN.
 FS0194'6.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0194'AT JEAN, 6 1/2 RAILS SOUTH OF CONCRETE CULVERT 307.06, 155 FEET
 FS0194'SOUTH OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF SIGNAL
 FS0194'3070, 47 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 7.0 FEET NORTH
 FS0194'OF MILE POLE 307, ABOUT 2 FEET HIGHER THAN THE TRACK, AND SET
 FS0194'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 FS0194'GROUND.
 FS0194
 FS0194                          STATION RECOVERY (1958)
 FS0194
 FS0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FS0194'RECOVERED IN GOOD CONDITION.
 FS0194
 FS0194                          STATION RECOVERY (1987)
 FS0194
 FS0194'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 FS0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0633 ***********************************************************************
 GR0633  DESIGNATION -  N 171
 GR0633  PID         -  GR0633
 GR0633  STATE/COUNTY-  NV/CLARK
 GR0633  USGS QUAD   -  DRY LAKE NW (1986)
 GR0633
 GR0633                         *CURRENT SURVEY CONTROL
 GR0633  ___________________________________________________________________
 GR0633* NAD 83(1986)-  36 22 58.     (N)    114 53 01.     (W)     SCALED    
 GR0633* NAVD 88     -       690.573  (meters)    2265.65   (feet)  ADJUSTED  
 GR0633  ___________________________________________________________________
 GR0633  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 GR0633  DYNAMIC HT  -         689.880 (meters)    2263.38  (feet)  COMP
 GR0633  MODELED GRAV-     979,605.9   (mgal)                       NAVD 88
 GR0633
 GR0633  VERT ORDER  -  FIRST     CLASS I
 GR0633
 GR0633.The horizontal coordinates were scaled from a topographic map and have
 GR0633.an estimated accuracy of +/- 6 seconds.
 GR0633
 GR0633.The orthometric height was determined by differential leveling
 GR0633.and adjusted by the National Geodetic Survey in June 1991..
 GR0633
 GR0633.The geoid height was determined by GEOID03.
 GR0633
 GR0633.The dynamic height is computed by dividing the NAVD 88
 GR0633.geopotential number by the normal gravity value computed on the
 GR0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0633.degrees latitude (g = 980.6199 gals.).
 GR0633
 GR0633.The modeled gravity was interpolated from observed gravity values.
 GR0633
 GR0633;                    North         East    Units  Estimated Accuracy
 GR0633;SPC NV E     - 8,181,370.      262,780.      MT  (+/- 180 meters Scaled)
 GR0633
 GR0633                          SUPERSEDED SURVEY CONTROL
 GR0633
 GR0633  NGVD 29 (??/??/92)  689.842  (m)         2263.26   (f) ADJ UNCH    1 1
 GR0633
 GR0633.Superseded values are not recommended for survey control.
 GR0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0633.See file dsdata.txt to determine how the superseded data were derived.
 GR0633
 GR0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA898284(NAD 83)
 GR0633_MARKER: DB = BENCH MARK DISK
 GR0633_SETTING: 66 = SET IN ROCK OUTCROP
 GR0633_SP_SET: OUTCROP
 GR0633_STAMPING: N 171 1935
 GR0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0633+STABILITY: POSITION/ELEVATION WELL
 GR0633
 GR0633  HISTORY     - Date     Condition        Report By
 GR0633  HISTORY     - 1935     MONUMENTED       CGS
 GR0633  HISTORY     - 1950     GOOD             NGS
 GR0633  HISTORY     - 1963     GOOD             NGS
 GR0633  HISTORY     - 1983     MARK NOT FOUND   NGS
 GR0633
 GR0633                          STATION DESCRIPTION
 GR0633
 GR0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0633'22.8 MI NE FROM LAS VEGAS.
 GR0633'22.8 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0633'AT LAS VEGAS, ABOUT MIDWAY BETWEEN TWO SHARP CURVES, 4 RAILS SOUTHWEST
 GR0633'OF MILEPOLE 355 1/2, AT THE NORTHEAST END OF A SMALL ROCK CUT, IN THE
 GR0633'TOP OF AN OUTCROP, 21.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 21.0
 GR0633'FEET EAST OF A TELEPHONE POLE, AND ABOUT 1 FOOT LOWER THAN THE TOP OF
 GR0633'THE RAIL.
 GR0633
 GR0633                          STATION RECOVERY (1963)
 GR0633
 GR0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0633'RECOVERED IN GOOD CONDITION.
 GR0633
 GR0633                          STATION RECOVERY (1983)
 GR0633
 GR0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0486 ***********************************************************************
 GR0486  DESIGNATION -  N 172
 GR0486  PID         -  GR0486
 GR0486  STATE/COUNTY-  NV/CLARK
 GR0486  USGS QUAD   -  BOULDER CANYON (1983)
 GR0486
 GR0486                         *CURRENT SURVEY CONTROL
 GR0486  ___________________________________________________________________
 GR0486* NAD 83(1986)-  36 11 21.     (N)    114 37 03.     (W)     SCALED    
 GR0486* NAVD 88     -       637.685  (meters)    2092.14   (feet)  POSTED    
 GR0486  ___________________________________________________________________
 GR0486  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 GR0486  DYNAMIC HT  -         637.050 (meters)    2090.05  (feet)  COMP
 GR0486  MODELED GRAV-     979,623.0   (mgal)                       NAVD 88
 GR0486
 GR0486  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GR0486
 GR0486.The horizontal coordinates were scaled from a topographic map and have
 GR0486.an estimated accuracy of +/- 6 seconds.
 GR0486
 GR0486.The orthometric height was determined by differential leveling
 GR0486.and adjusted by the National Geodetic Survey in 1992..
 GR0486.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GR0486.rate of 4.1 thru 8.0 mm/km.
 GR0486
 GR0486.The geoid height was determined by GEOID03.
 GR0486
 GR0486.The dynamic height is computed by dividing the NAVD 88
 GR0486.geopotential number by the normal gravity value computed on the
 GR0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0486.degrees latitude (g = 980.6199 gals.).
 GR0486
 GR0486.The modeled gravity was interpolated from observed gravity values.
 GR0486
 GR0486;                    North         East    Units  Estimated Accuracy
 GR0486;SPC NV E     - 8,160,090.      286,870.      MT  (+/- 180 meters Scaled)
 GR0486
 GR0486                          SUPERSEDED SURVEY CONTROL
 GR0486
 GR0486  NGVD 29 (??/??/92)  636.993  (m)         2089.87   (f) ADJ UNCH    1 1
 GR0486
 GR0486.Superseded values are not recommended for survey control.
 GR0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0486.See file dsdata.txt to determine how the superseded data were derived.
 GR0486
 GR0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA142075(NAD 83)
 GR0486_MARKER: DB = BENCH MARK DISK
 GR0486_SETTING: 80 = SET IN A BOULDER
 GR0486_SP_SET: BOULDER
 GR0486_STAMPING: N 172 1935
 GR0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0486+STABILITY: SURFACE MOTION
 GR0486
 GR0486  HISTORY     - Date     Condition        Report By
 GR0486  HISTORY     - 1935     MONUMENTED       CGS
 GR0486  HISTORY     - 1950     GOOD             NGS
 GR0486  HISTORY     - 1963     GOOD             NGS
 GR0486
 GR0486                          STATION DESCRIPTION
 GR0486
 GR0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0486'5.0 MI NW FROM MOUTH OF BOULDER WASH.
 GR0486'5.0 MILES NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0486'WASH, IN THE TOP OF A WHITE BOULDER, 10 FEET SOUTHEAST OF THE
 GR0486'APPROXIMATE CENTER OF THE MAIN CHANNEL OF A WASH, 5 FEET NORTHWEST OF
 GR0486'THE BASE OF A WHITE ROCK CLIFF, ABOUT 1/2 FOOT HIGHER THAN THE BED OF
 GR0486'THE WASH, AND MARKED BY THE WHITE PAINTED LETTERS BM.
 GR0486
 GR0486                          STATION RECOVERY (1963)
 GR0486
 GR0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0479 ***********************************************************************
 GR0479  DESIGNATION -  N 173
 GR0479  PID         -  GR0479
 GR0479  STATE/COUNTY-  NV/CLARK
 GR0479  USGS QUAD   -  CALLVILLE BAY (1983)
 GR0479
 GR0479                         *CURRENT SURVEY CONTROL
 GR0479  ___________________________________________________________________
 GR0479* NAD 83(1986)-  36 11 45.     (N)    114 38 10.     (W)     SCALED    
 GR0479* NAVD 88     -       680.535  (meters)    2232.72   (feet)  POSTED    
 GR0479  ___________________________________________________________________
 GR0479  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 GR0479  DYNAMIC HT  -         679.860 (meters)    2230.51  (feet)  COMP
 GR0479  MODELED GRAV-     979,612.4   (mgal)                       NAVD 88
 GR0479
 GR0479  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0479
 GR0479.The horizontal coordinates were scaled from a topographic map and have
 GR0479.an estimated accuracy of +/- 6 seconds.
 GR0479
 GR0479.The orthometric height was determined by differential leveling
 GR0479.and adjusted by the National Geodetic Survey in 1992..
 GR0479.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0479.rate of 0.0 thru 1.0 mm/km.
 GR0479
 GR0479.The geoid height was determined by GEOID03.
 GR0479
 GR0479.The dynamic height is computed by dividing the NAVD 88
 GR0479.geopotential number by the normal gravity value computed on the
 GR0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0479.degrees latitude (g = 980.6199 gals.).
 GR0479
 GR0479.The modeled gravity was interpolated from observed gravity values.
 GR0479
 GR0479;                    North         East    Units  Estimated Accuracy
 GR0479;SPC NV E     - 8,160,810.      285,190.      MT  (+/- 180 meters Scaled)
 GR0479
 GR0479                          SUPERSEDED SURVEY CONTROL
 GR0479
 GR0479  NGVD 29 (??/??/92)  679.846  (m)         2230.46   (f) ADJ UNCH    1 1
 GR0479
 GR0479.Superseded values are not recommended for survey control.
 GR0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0479.See file dsdata.txt to determine how the superseded data were derived.
 GR0479
 GR0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA125082(NAD 83)
 GR0479_MARKER: DB = BENCH MARK DISK
 GR0479_SETTING: 66 = SET IN ROCK OUTCROP
 GR0479_SP_SET: SANDSTONE OUTCROP
 GR0479_STAMPING: N 173 1935
 GR0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0479+STABILITY: POSITION/ELEVATION WELL
 GR0479
 GR0479  HISTORY     - Date     Condition        Report By
 GR0479  HISTORY     - 1935     MONUMENTED       CGS
 GR0479  HISTORY     - 1950     GOOD             NGS
 GR0479  HISTORY     - 1963     GOOD             NGS
 GR0479  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0479
 GR0479                          STATION DESCRIPTION
 GR0479
 GR0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0479'7.2 MI NW FROM MOUTH OF BOULDER WASH.
 GR0479'7.2 MILES NORTHWEST ALONG AN ABANDONED ROAD FROM THE MOUTH OF BOULDER
 GR0479'WASH, IN A LEDGE ON A RED SANDSTONE OUTCROP, AT THE BASE OF THE
 GR0479'SOUTHWEST BANK OF A WASH, ABOUT 34 YARDS SOUTHEAST OF A POINT WHERE
 GR0479'THE ROAD ENTERS A NARROW GORGE, 7 FEET SOUTHWEST OF THE CENTER LINE OF
 GR0479'THE ROAD, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE
 GR0479'WHITE PAINTED LETTERS BM.
 GR0479
 GR0479                          STATION RECOVERY (1963)
 GR0479
 GR0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0479'RECOVERED IN GOOD CONDITION.
 GR0479
 GR0479                          STATION RECOVERY (1979)
 GR0479
 GR0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0337 ***********************************************************************
 GR0337  DESIGNATION -  N 175
 GR0337  PID         -  GR0337
 GR0337  STATE/COUNTY-  NV/CLARK
 GR0337  USGS QUAD   -  GARRETT BUTTE (1984)
 GR0337
 GR0337                         *CURRENT SURVEY CONTROL
 GR0337  ___________________________________________________________________
 GR0337* NAD 83(1986)-  36 11 45.     (N)    114 15 21.     (W)     SCALED    
 GR0337* NAVD 88     -       893.457  (meters)    2931.28   (feet)  POSTED    
 GR0337  ___________________________________________________________________
 GR0337  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GR0337  DYNAMIC HT  -         892.530 (meters)    2928.24  (feet)  COMP
 GR0337  MODELED GRAV-     979,567.0   (mgal)                       NAVD 88
 GR0337
 GR0337  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0337
 GR0337.The horizontal coordinates were scaled from a topographic map and have
 GR0337.an estimated accuracy of +/- 6 seconds.
 GR0337
 GR0337.The orthometric height was determined by differential leveling
 GR0337.and adjusted by the National Geodetic Survey in 1992..
 GR0337.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0337.rate of 0.0 thru 1.0 mm/km.
 GR0337
 GR0337.The geoid height was determined by GEOID03.
 GR0337
 GR0337.The dynamic height is computed by dividing the NAVD 88
 GR0337.geopotential number by the normal gravity value computed on the
 GR0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0337.degrees latitude (g = 980.6199 gals.).
 GR0337
 GR0337.The modeled gravity was interpolated from observed gravity values.
 GR0337
 GR0337;                    North         East    Units  Estimated Accuracy
 GR0337;SPC NV E     - 8,161,220.      319,390.      MT  (+/- 180 meters Scaled)
 GR0337
 GR0337                          SUPERSEDED SURVEY CONTROL
 GR0337
 GR0337  NGVD 29 (??/??/92)  892.739  (m)         2928.93   (f) ADJ UNCH    1 1
 GR0337
 GR0337.Superseded values are not recommended for survey control.
 GR0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0337.See file dsdata.txt to determine how the superseded data were derived.
 GR0337
 GR0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA467091(NAD 83)
 GR0337_MARKER: DB = BENCH MARK DISK
 GR0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0337_STAMPING: N 175 1935
 GR0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0337+STABILITY: SURFACE MOTION
 GR0337
 GR0337  HISTORY     - Date     Condition        Report By
 GR0337  HISTORY     - 1935     MONUMENTED       CGS
 GR0337  HISTORY     - 1950     GOOD             NGS
 GR0337
 GR0337                          STATION DESCRIPTION
 GR0337
 GR0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0337'7.3 MI N FROM LAKE SHORE MINE.
 GR0337'7.3 MILES NORTH ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, 0.2 MILE
 GR0337'SOUTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING WEST, AT A SUMMIT, 68
 GR0337'FEET EAST OF AND ACROSS THE ROAD FROM A BLACK BOULDER, 19 1/2 FEET
 GR0337'EAST OF THE CENTER LINE OF THE ROAD, 2.5 FEET WEST OF A WITNESS POST,
 GR0337'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GR0337'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0308 ***********************************************************************
 GR0308  DESIGNATION -  N 176
 GR0308  PID         -  GR0308
 GR0308  STATE/COUNTY-  NV/CLARK
 GR0308  USGS QUAD   -  HILLER MOUNTAINS (1983)
 GR0308
 GR0308                         *CURRENT SURVEY CONTROL
 GR0308  ___________________________________________________________________
 GR0308* NAD 83(1986)-  36 05 58.     (N)    114 09 16.     (W)     SCALED    
 GR0308* NAVD 88     -       429.315  (meters)    1408.51   (feet)  POSTED    
 GR0308  ___________________________________________________________________
 GR0308  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 GR0308  DYNAMIC HT  -         428.890 (meters)    1407.12  (feet)  COMP
 GR0308  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 GR0308
 GR0308  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0308
 GR0308.The horizontal coordinates were scaled from a topographic map and have
 GR0308.an estimated accuracy of +/- 6 seconds.
 GR0308
 GR0308.The orthometric height was determined by differential leveling
 GR0308.and adjusted by the National Geodetic Survey in 1992..
 GR0308.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0308.rate of 2.1 thru 3.0 mm/km.
 GR0308
 GR0308.The geoid height was determined by GEOID03.
 GR0308
 GR0308.The dynamic height is computed by dividing the NAVD 88
 GR0308.geopotential number by the normal gravity value computed on the
 GR0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0308.degrees latitude (g = 980.6199 gals.).
 GR0308
 GR0308.The modeled gravity was interpolated from observed gravity values.
 GR0308
 GR0308;                    North         East    Units  Estimated Accuracy
 GR0308;SPC NV E     - 8,150,650.      328,660.      MT  (+/- 180 meters Scaled)
 GR0308
 GR0308                          SUPERSEDED SURVEY CONTROL
 GR0308
 GR0308  NGVD 29 (??/??/92)  428.600  (m)         1406.17   (f) ADJ UNCH    1 1
 GR0308
 GR0308.Superseded values are not recommended for survey control.
 GR0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0308.See file dsdata.txt to determine how the superseded data were derived.
 GR0308
 GR0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV561987(NAD 83)
 GR0308_MARKER: DB = BENCH MARK DISK
 GR0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0308_STAMPING: N 176 1935
 GR0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0308+STABILITY: SURFACE MOTION
 GR0308
 GR0308  HISTORY     - Date     Condition        Report By
 GR0308  HISTORY     - 1935     MONUMENTED       CGS
 GR0308  HISTORY     - 1950     GOOD             NGS
 GR0308
 GR0308                          STATION DESCRIPTION
 GR0308
 GR0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0308'4.0 MI S FROM LAKE SHORE MINE.
 GR0308'4.0 MILES SOUTH ALONG A DIRT ROAD FROM THE LAKE SHORE MINE, IN A WASH,
 GR0308'0.3 MILE WEST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH, AT THE
 GR0308'EAST BASE OF A HILL, AT THE MOUTH OF A DRAW ON THE SOUTHWEST SIDE OF
 GR0308'THE WASH, 206 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 84 FEET
 GR0308'SOUTHWEST OF THE APPROXIMATE CENTER OF THE MAIN CHANNEL OF THE WASH,
 GR0308'29 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF WASH, 15 FEET NORTHWEST OF
 GR0308'THE APPROXIMATE CENTER OF THE MOUTH OF THE DRAW, 4.0 FEET EAST OF A
 GR0308'WITNESS POST, ABOUT 6 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 GR0308'A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0319 ***********************************************************************
 HQ0319  DESIGNATION -  N 179
 HQ0319  PID         -  HQ0319
 HQ0319  STATE/COUNTY-  NV/ESMERALDA
 HQ0319  USGS QUAD   -  LIDA WASH NW (1987)
 HQ0319
 HQ0319                         *CURRENT SURVEY CONTROL
 HQ0319  ___________________________________________________________________
 HQ0319* NAD 83(1986)-  37 40 53.     (N)    117 40 16.     (W)     SCALED    
 HQ0319* NAVD 88     -      1325.960  (meters)    4350.25   (feet)  ADJUSTED  
 HQ0319  ___________________________________________________________________
 HQ0319  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 HQ0319  DYNAMIC HT  -        1324.513 (meters)    4345.51  (feet)  COMP
 HQ0319  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 HQ0319
 HQ0319  VERT ORDER  -  SECOND    CLASS 0
 HQ0319
 HQ0319.The horizontal coordinates were scaled from a topographic map and have
 HQ0319.an estimated accuracy of +/- 6 seconds.
 HQ0319
 HQ0319.The orthometric height was determined by differential leveling
 HQ0319.and adjusted by the National Geodetic Survey in June 1991..
 HQ0319
 HQ0319.The geoid height was determined by GEOID03.
 HQ0319
 HQ0319.The dynamic height is computed by dividing the NAVD 88
 HQ0319.geopotential number by the normal gravity value computed on the
 HQ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0319.degrees latitude (g = 980.6199 gals.).
 HQ0319
 HQ0319.The modeled gravity was interpolated from observed gravity values.
 HQ0319
 HQ0319;                    North         East    Units  Estimated Accuracy
 HQ0319;SPC NV W     - 4,325,640.      880,460.      MT  (+/- 180 meters Scaled)
 HQ0319
 HQ0319                          SUPERSEDED SURVEY CONTROL
 HQ0319
 HQ0319  NGVD 29 (??/??/92) 1324.876  (m)         4346.70   (f) ADJ UNCH    2 0
 HQ0319
 HQ0319.Superseded values are not recommended for survey control.
 HQ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0319.See file dsdata.txt to determine how the superseded data were derived.
 HQ0319
 HQ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB408706(NAD 83)
 HQ0319_MARKER: DB = BENCH MARK DISK
 HQ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0319_STAMPING: N 179 1958
 HQ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0319+STABILITY: SURFACE MOTION
 HQ0319
 HQ0319  HISTORY     - Date     Condition        Report By
 HQ0319  HISTORY     - 1958     MONUMENTED       CGS
 HQ0319  HISTORY     - 1985     GOOD             USGS
 HQ0319
 HQ0319                          STATION DESCRIPTION
 HQ0319
 HQ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0319'5.5 MI SW FROM SILVER PEAK.
 HQ0319'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE SUBSTATION
 HQ0319'AT SILVER PEAK, THENCE 5.0 MILES SOUTHWEST ALONG A DIRT ROAD,
 HQ0319'0.6 MILE SOUTHWEST OF THE Y JUNCTION OF A DIRT ROAD SOUTH TO A
 HQ0319'WELL, 0.55 MILE NORTHEAST OF THE Y JUNCTION OF A TRACK ROAD
 HQ0319'SOUTHWEST, 33 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.5
 HQ0319'FEET EAST OF A WITNESS POST, 1 FOOT HIGHER THAN THE ROAD, AND
 HQ0319'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 HQ0319'THE GROUND.
 HQ0319
 HQ0319                          STATION RECOVERY (1985)
 HQ0319
 HQ0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HQ0319'FROM THE SUBSTATION AT SILVER PEAK, GO SOUTHWEST ALONG STATE HWY. 265
 HQ0319'FOR 0.5 MILES TO END OF HIGHWAY AT A THREE WAY INTERSECTION, TAKE
 HQ0319'LEFT FORK AND GO 0.35 MILES TO A 'Y' INTERSECTION, TAKE RIGHT FORK
 HQ0319'AND GO 4.7 MILES SOUTH TO BENCH MARK, 0.6 MILE SOUTHWEST OF THE 'Y'
 HQ0319'JUNCTION OF A DIRT ROAD SOUTH TO A WELL, 0.55 MILES NORTHEAST OF THE
 HQ0319''Y' JUNCTION OF A TRACK ROAD SOUTHWEST, 33 WEST OF THE CENTERLINE OF
 HQ0319'THE ROAD , 2.5 FEET EAST OF A WITNESS POST, LEVEL WITH THE ROAD, AND
 HQ0319'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 HQ0319'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0213 ***********************************************************************
 MU0213  DESIGNATION -  N 18
 MU0213  PID         -  MU0213
 MU0213  STATE/COUNTY-  NV/HUMBOLDT
 MU0213  USGS QUAD   -  WESO (1983)
 MU0213
 MU0213                         *CURRENT SURVEY CONTROL
 MU0213  ___________________________________________________________________
 MU0213* NAD 83(1986)-  41 02 11.     (N)    117 43 29.     (W)     SCALED    
 MU0213* NAVD 88     -      1384.660  (meters)    4542.84   (feet)  ADJUSTED  
 MU0213  ___________________________________________________________________
 MU0213  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 MU0213  DYNAMIC HT  -        1383.626 (meters)    4539.45  (feet)  COMP
 MU0213  MODELED GRAV-     979,828.8   (mgal)                       NAVD 88
 MU0213
 MU0213  VERT ORDER  -  FIRST     CLASS II
 MU0213
 MU0213.The horizontal coordinates were scaled from a topographic map and have
 MU0213.an estimated accuracy of +/- 6 seconds.
 MU0213
 MU0213.The orthometric height was determined by differential leveling
 MU0213.and adjusted by the National Geodetic Survey in June 1991..
 MU0213
 MU0213.The geoid height was determined by GEOID03.
 MU0213
 MU0213.The dynamic height is computed by dividing the NAVD 88
 MU0213.geopotential number by the normal gravity value computed on the
 MU0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0213.degrees latitude (g = 980.6199 gals.).
 MU0213
 MU0213.The modeled gravity was interpolated from observed gravity values.
 MU0213
 MU0213;                    North         East    Units  Estimated Accuracy
 MU0213;SPC NV W     - 4,698,040.      872,190.      MT  (+/- 180 meters Scaled)
 MU0213
 MU0213                          SUPERSEDED SURVEY CONTROL
 MU0213
 MU0213  NGVD 29 (??/??/92) 1383.613  (m)         4539.40   (f) ADJ UNCH    1 2
 MU0213
 MU0213.Superseded values are not recommended for survey control.
 MU0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0213.See file dsdata.txt to determine how the superseded data were derived.
 MU0213
 MU0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF390430(NAD 83)
 MU0213_MARKER: DB = BENCH MARK DISK
 MU0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0213_STAMPING: N 18 1931 4539.194
 MU0213_MARK LOGO: CGS   
 MU0213_PROJECTION: PROJECTING 15 CENTIMETERS
 MU0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0213+STABILITY: SURFACE MOTION
 MU0213
 MU0213  HISTORY     - Date     Condition        Report By
 MU0213  HISTORY     - 1931     MONUMENTED       CGS
 MU0213  HISTORY     - 1934     GOOD             NGS
 MU0213  HISTORY     - 1977     GOOD             USGS
 MU0213  HISTORY     - 1984     GOOD             NGS
 MU0213
 MU0213                          STATION DESCRIPTION
 MU0213
 MU0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MU0213'4.5 MI N FROM WINNEMUCCA.
 MU0213'4.5 MILES NORTH ALONG THE HIGHWAY FROM WINNEMUCCA, HUMBOLDT COUNTY,
 MU0213'AND 29 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 MU0213'STAMPED 4539.194 N 18 1931 AND SET IN THE TOP OF A CONCRETE POST.
 MU0213
 MU0213                          STATION RECOVERY (1977)
 MU0213
 MU0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MU0213'WINNEMUCCA POST OFFICE, N. ON U.S. HWY. 95 5.4 MI TO SIDE RD. SW.
 MU0213'THROUGH GATE, THENCE 0.15 MI TO OLD HWY., THENCE 0.65 MI SW. ON OLD
 MU0213'HWY. TO TOP OF HILL. 43 FT W. OF OLD HWY. NGS TABLET STAMPED N 18
 MU0213'1931.
 MU0213
 MU0213                          STATION RECOVERY (1984)
 MU0213
 MU0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0213'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.39 KM
 MU0213'(3.97 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0213'WINNEMUCCA, THENCE 0.15 KM (0.09 MI) WEST ALONG A PAVED ROAD, THENCE
 MU0213'1.17 KM (0.73 MI) NORTH ALONG A DIRT ROAD (OLD HIGHWAY 95), AT THE TOP
 MU0213'OF A LOW CUT, 0.06 KM (0.04 MI) SOUTH OF THE CREST OF A GRADE,
 MU0213'8.8 METERS (29 FT) WEST OF THE CENTER OF THE ROAD.
 MU0213'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MU0213'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1662 ***********************************************************************
 GR1662  DESIGNATION -  N 18
 GR1662  PID         -  GR1662
 GR1662  STATE/COUNTY-  NV/CLARK
 GR1662  USGS QUAD   -  BOULDER CANYON (1983)
 GR1662
 GR1662                         *CURRENT SURVEY CONTROL
 GR1662  ___________________________________________________________________
 GR1662* NAD 83(1994)-  36 08 04.47944(N)    114 36 41.35068(W)     ADJUSTED  
 GR1662* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1662  ___________________________________________________________________
 GR1662  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 GR1662  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GR1662
 GR1662  HORZ ORDER  -  THIRD
 GR1662
 GR1662.The horizontal coordinates were established by classical geodetic methods
 GR1662.and adjusted by the National Geodetic Survey in June 1998..
 GR1662
 GR1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1662
 GR1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1662
 GR1662.The geoid height was determined by GEOID03.
 GR1662
 GR1662;                    North         East     Units Scale Factor Converg.
 GR1662;SPC NV E     - 8,154,039.209   287,468.734   MT  0.99999424   +0 34 23.2
 GR1662;SPC NV E     -26,752,043.64    943,137.00   sFT  0.99999424   +0 34 23.2
 GR1662;SPC AZ W     -   569,806.903   135,821.676   MT  1.00000739   -0 30 28.9
 GR1662;SPC AZ W     - 1,869,445.22    445,609.17   iFT  1.00000739   -0 30 28.9
 GR1662;UTM  11      - 4,001,517.809   714,923.840   MT  1.00016919   +1 24 32.4
 GR1662
 GR1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1662!SPC NV E     -   0.99994699  x   0.99999424  =   0.99994123
 GR1662!SPC AZ W     -   0.99994699  x   1.00000739  =   0.99995438
 GR1662!UTM  11      -   0.99994699  x   1.00016919  =   1.00011617
 GR1662
 GR1662|---------------------------------------------------------------------|
 GR1662| PID    Reference Object                     Distance      Geod. Az  |
 GR1662|                                                           dddmmss.s |
 GR1662| GR1663 N 19                                385.223 METERS 06233     |
 GR1662| GR1480 A 12                                APPROX. 0.7 KM 2000213.0 |
 GR1662| GR1661 N 17                                388.373 METERS 26313     |
 GR1662|---------------------------------------------------------------------|
 GR1662
 GR1662                          SUPERSEDED SURVEY CONTROL
 GR1662
 GR1662  NAD 83(1994)-  36 08 04.47944(N)    114 36 41.35068(W) AD(       ) 3
 GR1662  NAD 83(1992)-  36 08 04.47943(N)    114 36 41.35068(W) AD(       ) 3
 GR1662  NAD 83(1986)-  36 08 04.46576(N)    114 36 41.34177(W) AD(       ) 3
 GR1662  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1662
 GR1662.Superseded values are not recommended for survey control.
 GR1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1662.See file dsdata.txt to determine how the superseded data were derived.
 GR1662
 GR1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1492401518(NAD 83)
 GR1662_MARKER: DS = TRIANGULATION STATION DISK
 GR1662_SETTING: 66 = SET IN ROCK OUTCROP
 GR1662_SP_SET: SET IN ROCK OUTCROP
 GR1662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1662+STABILITY: POSITION/ELEVATION WELL
 GR1662
 GR1662  HISTORY     - Date     Condition        Report By
 GR1662  HISTORY     - 1948     MONUMENTED       USGS
 GR1662
 GR1662                          STATION DESCRIPTION
 GR1662
 GR1662'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1662'LOCATED ABOUT 3.3 MI NE. OF BEACON ISLAND, ABOUT 0.2 MI NE. OF
 GR1662'N.P.S. REFLECTOR.  IN BOULDER CANYON, ON SHARP RIDGE, ABOUT 350
 GR1662'FT. ABOVE HIGH WATER MARK.
 GR1662'
 GR1662'TO REACH NOT GIVEN.
 GR1662'
 GR1662'STATION MARK--STANDARD TABLET STAMPED---N18 1948---, CEMENTED IN
 GR1662'ROCK OUTCROP.
 GR1662'
 GR1662'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0213 ***********************************************************************
 HQ0213  DESIGNATION -  N 180
 HQ0213  PID         -  HQ0213
 HQ0213  STATE/COUNTY-  NV/ESMERALDA
 HQ0213  USGS QUAD   -  SILVER PEAK (1987)
 HQ0213
 HQ0213                         *CURRENT SURVEY CONTROL
 HQ0213  ___________________________________________________________________
 HQ0213* NAD 83(1986)-  37 48 11.     (N)    117 38 07.     (W)     SCALED    
 HQ0213* NAVD 88     -      1357.437  (meters)    4453.52   (feet)  ADJUSTED  
 HQ0213  ___________________________________________________________________
 HQ0213  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 HQ0213  DYNAMIC HT  -        1355.995 (meters)    4448.79  (feet)  COMP
 HQ0213  MODELED GRAV-     979,520.3   (mgal)                       NAVD 88
 HQ0213
 HQ0213  VERT ORDER  -  SECOND    CLASS 0
 HQ0213
 HQ0213.The horizontal coordinates were scaled from a topographic map and have
 HQ0213.an estimated accuracy of +/- 6 seconds.
 HQ0213
 HQ0213.The orthometric height was determined by differential leveling
 HQ0213.and adjusted by the National Geodetic Survey in June 1991..
 HQ0213
 HQ0213.The geoid height was determined by GEOID03.
 HQ0213
 HQ0213.The dynamic height is computed by dividing the NAVD 88
 HQ0213.geopotential number by the normal gravity value computed on the
 HQ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0213.degrees latitude (g = 980.6199 gals.).
 HQ0213
 HQ0213.The modeled gravity was interpolated from observed gravity values.
 HQ0213
 HQ0213;                    North         East    Units  Estimated Accuracy
 HQ0213;SPC NV W     - 4,339,170.      883,490.      MT  (+/- 180 meters Scaled)
 HQ0213
 HQ0213                          SUPERSEDED SURVEY CONTROL
 HQ0213
 HQ0213  NGVD 29 (??/??/92) 1356.367  (m)         4450.01   (f) ADJ UNCH    2 0
 HQ0213
 HQ0213.Superseded values are not recommended for survey control.
 HQ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0213.See file dsdata.txt to determine how the superseded data were derived.
 HQ0213
 HQ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB440841(NAD 83)
 HQ0213_MARKER: DB = BENCH MARK DISK
 HQ0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0213_SP_SET: CULVERT
 HQ0213_STAMPING: N 180 1958
 HQ0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0213
 HQ0213  HISTORY     - Date     Condition        Report By
 HQ0213  HISTORY     - 1958     MONUMENTED       CGS
 HQ0213
 HQ0213                          STATION DESCRIPTION
 HQ0213
 HQ0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0213'3.2 MI N FROM SILVER PEAK.
 HQ0213'3.25 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE SUBSTATION AT
 HQ0213'SILVER PEAK, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 HQ0213'HEAD WALL OF 24-INCH CORRUGATED METAL PIPE CULVERT B 910+80,
 HQ0213'19 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 HQ0213'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0165 ***********************************************************************
 LQ0165  DESIGNATION -  N 183
 LQ0165  PID         -  LQ0165
 LQ0165  STATE/COUNTY-  NV/ELKO
 LQ0165  USGS QUAD   -  FERGUSON MTN (1980)
 LQ0165
 LQ0165                         *CURRENT SURVEY CONTROL
 LQ0165  ___________________________________________________________________
 LQ0165* NAD 83(1986)-  40 28 08.     (N)    114 09 24.     (W)     SCALED    
 LQ0165* NAVD 88     -      1682.660  (meters)    5520.53   (feet)  ADJUSTED  
 LQ0165  ___________________________________________________________________
 LQ0165  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 LQ0165  DYNAMIC HT  -        1681.215 (meters)    5515.79  (feet)  COMP
 LQ0165  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 LQ0165
 LQ0165  VERT ORDER  -  SECOND    CLASS 0
 LQ0165
 LQ0165.The horizontal coordinates were scaled from a topographic map and have
 LQ0165.an estimated accuracy of +/- 6 seconds.
 LQ0165
 LQ0165.The orthometric height was determined by differential leveling
 LQ0165.and adjusted by the National Geodetic Survey in June 1991..
 LQ0165
 LQ0165.The geoid height was determined by GEOID03.
 LQ0165
 LQ0165.The dynamic height is computed by dividing the NAVD 88
 LQ0165.geopotential number by the normal gravity value computed on the
 LQ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0165.degrees latitude (g = 980.6199 gals.).
 LQ0165
 LQ0165.The modeled gravity was interpolated from observed gravity values.
 LQ0165
 LQ0165;                    North         East    Units  Estimated Accuracy
 LQ0165;SPC NV E     - 8,635,650.      320,980.      MT  (+/- 180 meters Scaled)
 LQ0165
 LQ0165                          SUPERSEDED SURVEY CONTROL
 LQ0165
 LQ0165  NGVD 29 (??/??/92) 1681.583  (m)         5516.99   (f) ADJ UNCH    2 0
 LQ0165
 LQ0165.Superseded values are not recommended for survey control.
 LQ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0165.See file dsdata.txt to determine how the superseded data were derived.
 LQ0165
 LQ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE410836(NAD 83)
 LQ0165_MARKER: DB = BENCH MARK DISK
 LQ0165_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0165_SP_SET: SANDSTONE OUTCROP
 LQ0165_STAMPING: N 183 1958
 LQ0165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0165+STABILITY: POSITION/ELEVATION WELL
 LQ0165
 LQ0165  HISTORY     - Date     Condition        Report By
 LQ0165  HISTORY     - 1958     MONUMENTED       CGS
 LQ0165
 LQ0165                          STATION DESCRIPTION
 LQ0165
 LQ0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0165'19.85 MI S FROM WENDOVER, UT.
 LQ0165'19.85 MILES SOUTH ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE JUNCTION OF
 LQ0165'U.S. HIGHWAY 40 AT WENDOVER, ON THE NORTH SLOPE OF A HILL, IN THE TOP
 LQ0165'OF A 4 1/2- BY 6-FOOT SANDSTONE OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT
 LQ0165'ABOVE THE GROUND, 76 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 106
 LQ0165'FEET SOUTHWEST OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A
 LQ0165'24-INCH PIPE CULVERT, AND ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0047 ***********************************************************************
 JQ0047  DESIGNATION -  N 184
 JQ0047  PID         -  JQ0047
 JQ0047  STATE/COUNTY-  NV/NYE
 JQ0047  USGS QUAD   -  TWIN SPRINGS SLOUGH (1968)
 JQ0047
 JQ0047                         *CURRENT SURVEY CONTROL
 JQ0047  ___________________________________________________________________
 JQ0047* NAD 83(1986)-  38 12 09.     (N)    116 14 36.     (W)     SCALED    
 JQ0047* NAVD 88     -      1589.931  (meters)    5216.30   (feet)  ADJUSTED  
 JQ0047  ___________________________________________________________________
 JQ0047  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 JQ0047  DYNAMIC HT  -        1588.205 (meters)    5210.64  (feet)  COMP
 JQ0047  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 JQ0047
 JQ0047  VERT ORDER  -  SECOND    CLASS 0
 JQ0047
 JQ0047.The horizontal coordinates were scaled from a topographic map and have
 JQ0047.an estimated accuracy of +/- 6 seconds.
 JQ0047
 JQ0047.The orthometric height was determined by differential leveling
 JQ0047.and adjusted by the National Geodetic Survey in June 1991..
 JQ0047
 JQ0047.The geoid height was determined by GEOID03.
 JQ0047
 JQ0047.The dynamic height is computed by dividing the NAVD 88
 JQ0047.geopotential number by the normal gravity value computed on the
 JQ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0047.degrees latitude (g = 980.6199 gals.).
 JQ0047
 JQ0047.The modeled gravity was interpolated from observed gravity values.
 JQ0047
 JQ0047;                    North         East    Units  Estimated Accuracy
 JQ0047;SPC NV C     - 6,383,160.      537,080.      MT  (+/- 180 meters Scaled)
 JQ0047
 JQ0047                          SUPERSEDED SURVEY CONTROL
 JQ0047
 JQ0047  NGVD 29 (??/??/92) 1588.841  (m)         5212.72   (f) ADJ UNCH    2 0
 JQ0047
 JQ0047.Superseded values are not recommended for survey control.
 JQ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0047.See file dsdata.txt to determine how the superseded data were derived.
 JQ0047
 JQ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC662285(NAD 83)
 JQ0047_MARKER: DB = BENCH MARK DISK
 JQ0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0047_STAMPING: N 184 1958
 JQ0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0047+STABILITY: SURFACE MOTION
 JQ0047
 JQ0047  HISTORY     - Date     Condition        Report By
 JQ0047  HISTORY     - 1958     MONUMENTED       CGS
 JQ0047
 JQ0047                          STATION DESCRIPTION
 JQ0047
 JQ0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JQ0047'6.75 MI E FROM WARM SPRINGS.
 JQ0047'6.75 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S.
 JQ0047'HIGHWAY 6 AT WARM SPRINGS, 115 FEET NORTH OF THE CENTER LINE OF THE
 JQ0047'HIGHWAY, 136 FEET NORTHEAST OF THE CENTER OF THE NORTH END OF A
 JQ0047'36-INCH CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY, 1.7 FEET
 JQ0047'SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET
 JQ0047'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0219 ***********************************************************************
 JP0219  DESIGNATION -  N 185
 JP0219  PID         -  JP0219
 JP0219  STATE/COUNTY-  NV/NYE
 JP0219  USGS QUAD   -  GOAT RANCH WELL (1985)
 JP0219
 JP0219                         *CURRENT SURVEY CONTROL
 JP0219  ___________________________________________________________________
 JP0219* NAD 83(1986)-  38 10 26.     (N)    115 56 11.     (W)     SCALED    
 JP0219* NAVD 88     -      1521.062  (meters)    4990.35   (feet)  ADJUSTED  
 JP0219  ___________________________________________________________________
 JP0219  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 JP0219  DYNAMIC HT  -        1519.426 (meters)    4984.98  (feet)  COMP
 JP0219  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 JP0219
 JP0219  VERT ORDER  -  SECOND    CLASS 0
 JP0219
 JP0219.The horizontal coordinates were scaled from a topographic map and have
 JP0219.an estimated accuracy of +/- 6 seconds.
 JP0219
 JP0219.The orthometric height was determined by differential leveling
 JP0219.and adjusted by the National Geodetic Survey in June 1991..
 JP0219
 JP0219.The geoid height was determined by GEOID03.
 JP0219
 JP0219.The dynamic height is computed by dividing the NAVD 88
 JP0219.geopotential number by the normal gravity value computed on the
 JP0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0219.degrees latitude (g = 980.6199 gals.).
 JP0219
 JP0219.The modeled gravity was interpolated from observed gravity values.
 JP0219
 JP0219;                    North         East    Units  Estimated Accuracy
 JP0219;SPC NV C     - 6,380,160.      563,980.      MT  (+/- 180 meters Scaled)
 JP0219
 JP0219                          SUPERSEDED SURVEY CONTROL
 JP0219
 JP0219  NGVD 29 (??/??/92) 1520.001  (m)         4986.87   (f) ADJ UNCH    2 0
 JP0219
 JP0219.Superseded values are not recommended for survey control.
 JP0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0219.See file dsdata.txt to determine how the superseded data were derived.
 JP0219
 JP0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC931256(NAD 83)
 JP0219_MARKER: DB = BENCH MARK DISK
 JP0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0219_STAMPING: N 185 1958
 JP0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0219+STABILITY: SURFACE MOTION
 JP0219
 JP0219  HISTORY     - Date     Condition        Report By
 JP0219  HISTORY     - 1958     MONUMENTED       CGS
 JP0219
 JP0219                          STATION DESCRIPTION
 JP0219
 JP0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0219'24.95 MI E FROM WARM SPRINGS.
 JP0219'15.5 MILES EAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF U.S.
 JP0219'HIGHWAY 6 AT WARM SPRINGS, THENCE 8.5 MILES NORTHEAST ALONG A DIRT
 JP0219'ROAD, THENCE 0.95 MILE EAST ALONG A TRACK ROAD, 0.3 MILE WEST OF THE
 JP0219'INTERSECTION OF A NORTH-SOUTH TRACK ROAD, 45 FEET NORTH OF THE CENTER
 JP0219'LINE OF THE TRACK ROAD EAST, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT
 JP0219'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JP0219'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0536 ***********************************************************************
 HQ0536  DESIGNATION -  N 186
 HQ0536  PID         -  HQ0536
 HQ0536  STATE/COUNTY-  NV/NYE
 HQ0536  USGS QUAD   -  REVEILLE PEAK SE (1987)
 HQ0536
 HQ0536                         *CURRENT SURVEY CONTROL
 HQ0536  ___________________________________________________________________
 HQ0536* NAD 83(1986)-  37 46 21.     (N)    116 06 29.     (W)     SCALED    
 HQ0536* NAVD 88     -      1694.700  (meters)    5560.03   (feet)  ADJUSTED  
 HQ0536  ___________________________________________________________________
 HQ0536  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 HQ0536  DYNAMIC HT  -        1692.768 (meters)    5553.69  (feet)  COMP
 HQ0536  MODELED GRAV-     979,429.8   (mgal)                       NAVD 88
 HQ0536
 HQ0536  VERT ORDER  -  SECOND    CLASS 0
 HQ0536
 HQ0536.The horizontal coordinates were scaled from a topographic map and have
 HQ0536.an estimated accuracy of +/- 6 seconds.
 HQ0536
 HQ0536.The orthometric height was determined by differential leveling
 HQ0536.and adjusted by the National Geodetic Survey in June 1991..
 HQ0536
 HQ0536.The geoid height was determined by GEOID03.
 HQ0536
 HQ0536.The dynamic height is computed by dividing the NAVD 88
 HQ0536.geopotential number by the normal gravity value computed on the
 HQ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0536.degrees latitude (g = 980.6199 gals.).
 HQ0536
 HQ0536.The modeled gravity was interpolated from observed gravity values.
 HQ0536
 HQ0536;                    North         East    Units  Estimated Accuracy
 HQ0536;SPC NV C     - 6,335,500.      549,210.      MT  (+/- 180 meters Scaled)
 HQ0536
 HQ0536                          SUPERSEDED SURVEY CONTROL
 HQ0536
 HQ0536  NGVD 29 (??/??/92) 1693.606  (m)         5556.44   (f) ADJ UNCH    2 0
 HQ0536
 HQ0536.Superseded values are not recommended for survey control.
 HQ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0536.See file dsdata.txt to determine how the superseded data were derived.
 HQ0536
 HQ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB785809(NAD 83)
 HQ0536_MARKER: DB = BENCH MARK DISK
 HQ0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0536_STAMPING: N 186 1958
 HQ0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0536+STABILITY: SURFACE MOTION
 HQ0536
 HQ0536  HISTORY     - Date     Condition        Report By
 HQ0536  HISTORY     - 1958     MONUMENTED       CGS
 HQ0536
 HQ0536                          STATION DESCRIPTION
 HQ0536
 HQ0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HQ0536'1.8 MI NE FROM REED RANCH.
 HQ0536'1.8 MILES NORTHEAST ALONG A GRADED ROAD FROM THE REED RANCHHOUSE,
 HQ0536'AT THE SUMMIT OF A GRADE, ON A KNOLL, ON THE SOUTHWEST SIDE OF A
 HQ0536'SMALL VALLEY, ABOUT MIDWAY BETWEEN TWO SMALL WASHES, 49 FEET
 HQ0536'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTHWEST
 HQ0536'OF A WITNESS POST, ABOUT 8 FEET HIGHER THAN THE ROAD, AND SET
 HQ0536'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 HQ0536'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0178 ***********************************************************************
 JP0178  DESIGNATION -  N 187
 JP0178  PID         -  JP0178
 JP0178  STATE/COUNTY-  NV/NYE
 JP0178  USGS QUAD   -  GOAT RANCH WELL (1985)
 JP0178
 JP0178                         *CURRENT SURVEY CONTROL
 JP0178  ___________________________________________________________________
 JP0178* NAD 83(1986)-  38 09 51.     (N)    115 55 25.     (W)     SCALED    
 JP0178* NAVD 88     -      1546.209  (meters)    5072.85   (feet)  ADJUSTED  
 JP0178  ___________________________________________________________________
 JP0178  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 JP0178  DYNAMIC HT  -        1544.537 (meters)    5067.37  (feet)  COMP
 JP0178  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 JP0178
 JP0178  VERT ORDER  -  SECOND    CLASS 0
 JP0178
 JP0178.The horizontal coordinates were scaled from a topographic map and have
 JP0178.an estimated accuracy of +/- 6 seconds.
 JP0178
 JP0178.The orthometric height was determined by differential leveling
 JP0178.and adjusted by the National Geodetic Survey in June 1991..
 JP0178
 JP0178.The geoid height was determined by GEOID03.
 JP0178
 JP0178.The dynamic height is computed by dividing the NAVD 88
 JP0178.geopotential number by the normal gravity value computed on the
 JP0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0178.degrees latitude (g = 980.6199 gals.).
 JP0178
 JP0178.The modeled gravity was interpolated from observed gravity values.
 JP0178
 JP0178;                    North         East    Units  Estimated Accuracy
 JP0178;SPC NV C     - 6,379,090.      565,110.      MT  (+/- 180 meters Scaled)
 JP0178
 JP0178                          SUPERSEDED SURVEY CONTROL
 JP0178
 JP0178  NGVD 29 (??/??/92) 1545.141  (m)         5069.35   (f) ADJ UNCH    2 0
 JP0178
 JP0178.Superseded values are not recommended for survey control.
 JP0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0178.See file dsdata.txt to determine how the superseded data were derived.
 JP0178
 JP0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC942245(NAD 83)
 JP0178_MARKER: DB = BENCH MARK DISK
 JP0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0178_STAMPING: N 187 1958
 JP0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0178+STABILITY: SURFACE MOTION
 JP0178
 JP0178  HISTORY     - Date     Condition        Report By
 JP0178  HISTORY     - 1958     MONUMENTED       CGS
 JP0178
 JP0178                          STATION DESCRIPTION
 JP0178
 JP0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0178'12.05 MI SW FROM NYALA.
 JP0178'4.4 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE SHARP RANCHHOUSE AT
 JP0178'NYALA, THENCE 0.65 MILE SOUTH ALONG A DIRT ROAD, THENCE 5.55 MILES
 JP0178'SOUTHWEST ALONG A DIRT ROAD, THENCE 1.45 MILES SOUTHWEST ALONG A TRACK
 JP0178'ROAD, 0.9 MILE SOUTHWEST OF TRIANGULATION STATION LINCOLN, ON A RISE,
 JP0178'50 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.5 FEET NORTHWEST
 JP0178'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JP0178'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0265 ***********************************************************************
 JP0265  DESIGNATION -  N 188
 JP0265  PID         -  JP0265
 JP0265  STATE/COUNTY-  NV/NYE
 JP0265  USGS QUAD   -  BLUE EAGLE SPRINGS (1990)
 JP0265
 JP0265                         *CURRENT SURVEY CONTROL
 JP0265  ___________________________________________________________________
 JP0265* NAD 83(1986)-  38 36 02.     (N)    115 30 13.     (W)     SCALED    
 JP0265* NAVD 88     -      1486.510  (meters)    4876.99   (feet)  ADJUSTED  
 JP0265  ___________________________________________________________________
 JP0265  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 JP0265  DYNAMIC HT  -        1484.979 (meters)    4871.97  (feet)  COMP
 JP0265  MODELED GRAV-     979,547.0   (mgal)                       NAVD 88
 JP0265
 JP0265  VERT ORDER  -  SECOND    CLASS 0
 JP0265
 JP0265.The horizontal coordinates were scaled from a topographic map and have
 JP0265.an estimated accuracy of +/- 6 seconds.
 JP0265
 JP0265.The orthometric height was determined by differential leveling
 JP0265.and adjusted by the National Geodetic Survey in June 1991..
 JP0265
 JP0265.The geoid height was determined by GEOID03.
 JP0265
 JP0265.The dynamic height is computed by dividing the NAVD 88
 JP0265.geopotential number by the normal gravity value computed on the
 JP0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0265.degrees latitude (g = 980.6199 gals.).
 JP0265
 JP0265.The modeled gravity was interpolated from observed gravity values.
 JP0265
 JP0265;                    North         East    Units  Estimated Accuracy
 JP0265;SPC NV C     - 6,427,900.      601,310.      MT  (+/- 180 meters Scaled)
 JP0265
 JP0265                          SUPERSEDED SURVEY CONTROL
 JP0265
 JP0265  NGVD 29 (??/??/92) 1485.423  (m)         4873.43   (f) ADJ UNCH    2 0
 JP0265
 JP0265.Superseded values are not recommended for survey control.
 JP0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0265.See file dsdata.txt to determine how the superseded data were derived.
 JP0265
 JP0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC303735(NAD 83)
 JP0265_MARKER: DB = BENCH MARK DISK
 JP0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0265_STAMPING: N 188 1958
 JP0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0265+STABILITY: SURFACE MOTION
 JP0265
 JP0265  HISTORY     - Date     Condition        Report By
 JP0265  HISTORY     - 1958     MONUMENTED       CGS
 JP0265
 JP0265                          STATION DESCRIPTION
 JP0265
 JP0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0265'10.0 MI S FROM CURRANT.
 JP0265'ABOUT 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 JP0265'STATE HIGHWAY 20 AT CURRANT, THENCE 9.9 MILES SOUTH ALONG A GRAVEL
 JP0265'ROAD, 0.15 MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD WEST TO A
 JP0265'BORROW PIT AND RANCHHOUSE, 63 FEET WEST OF THE CENTER LINE OF THE
 JP0265'ROAD, 64 FEET SOUTH OF THE CENTER OF A WASH, 2 FEET EAST OF A WITNESS
 JP0265'POST, ABOUT 1 FOOT LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 JP0265'POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0126 ***********************************************************************
 JP0126  DESIGNATION -  N 189
 JP0126  PID         -  JP0126
 JP0126  STATE/COUNTY-  NV/NYE
 JP0126  USGS QUAD   -  WATER GAP EAST (1985)
 JP0126
 JP0126                         *CURRENT SURVEY CONTROL
 JP0126  ___________________________________________________________________
 JP0126* NAD 83(1986)-  38 02 22.     (N)    115 20 16.     (W)     SCALED    
 JP0126* NAVD 88     -      1537.910  (meters)    5045.63   (feet)  ADJUSTED  
 JP0126  ___________________________________________________________________
 JP0126  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 JP0126  DYNAMIC HT  -        1536.254 (meters)    5040.19  (feet)  COMP
 JP0126  MODELED GRAV-     979,498.8   (mgal)                       NAVD 88
 JP0126
 JP0126  VERT ORDER  -  SECOND    CLASS 0
 JP0126
 JP0126.The horizontal coordinates were scaled from a topographic map and have
 JP0126.an estimated accuracy of +/- 6 seconds.
 JP0126
 JP0126.The orthometric height was determined by differential leveling
 JP0126.and adjusted by the National Geodetic Survey in June 1991..
 JP0126
 JP0126.The geoid height was determined by GEOID03.
 JP0126
 JP0126.The dynamic height is computed by dividing the NAVD 88
 JP0126.geopotential number by the normal gravity value computed on the
 JP0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0126.degrees latitude (g = 980.6199 gals.).
 JP0126
 JP0126.The modeled gravity was interpolated from observed gravity values.
 JP0126
 JP0126;                    North         East    Units  Estimated Accuracy
 JP0126;SPC NV C     - 6,365,820.      616,650.      MT  (+/- 180 meters Scaled)
 JP0126
 JP0126                          SUPERSEDED SURVEY CONTROL
 JP0126
 JP0126  NGVD 29 (??/??/92) 1536.872  (m)         5042.22   (f) ADJ UNCH    2 0
 JP0126
 JP0126.Superseded values are not recommended for survey control.
 JP0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0126.See file dsdata.txt to determine how the superseded data were derived.
 JP0126
 JP0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC458114(NAD 83)
 JP0126_MARKER: DB = BENCH MARK DISK
 JP0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0126_STAMPING: N 189 1958
 JP0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0126+STABILITY: SURFACE MOTION
 JP0126
 JP0126  HISTORY     - Date     Condition        Report By
 JP0126  HISTORY     - 1958     MONUMENTED       CGS
 JP0126  HISTORY     - 1981     GOOD             USGS
 JP0126
 JP0126                          STATION DESCRIPTION
 JP0126
 JP0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JP0126'15.6 MI SE FROM SHARP.
 JP0126'0.1 MILE NORTHEAST ALONG A DIRT ROAD FROM THE UHLAJDE RANCHHOUSE AT
 JP0126'SHARP, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 15.3 MILES
 JP0126'SOUTHEAST ALONG A DIRT ROAD LEADING TO PIOCHE, 43 FEET NORTH OF THE
 JP0126'CENTER LINE OF THE ROAD, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 JP0126'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JP0126'FOOT ABOVE THE GROUND.
 JP0126
 JP0126                          STATION RECOVERY (1981)
 JP0126
 JP0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JP0126'0.1 MILE NORTHEAST ALONG A DIRT ROAD FROM THE UHLAJDE RANCHHOUSE AT
 JP0126'SHARP, ABOUT 50.0 MILES WEST AND NORTH ON NEVADA HWY. 318 FROM THE
 JP0126'JCT. OF U.S. HIGHWAY 93 AND STATE HWY. 318 TO A SIGN POINTING TO
 JP0126'BRISTOL WELLS (EAST) AT A CROSS RD., THENCE 17.1 MI. SW ALONG A
 JP0126'GRADED DIRT ROAD TO A CROSS ROAD, THENCE 3.7 MILES SW ALONG A GRADED
 JP0126'DIRT ROAD, 1.1 MILES EAST OF Y-RD. JCT., 35 FEET N. OF THE CENTERLINE
 JP0126'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JP0126'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0012 ***********************************************************************
 MV0012  DESIGNATION -  N 19
 MV0012  PID         -  MV0012
 MV0012  STATE/COUNTY-  NV/HUMBOLDT
 MV0012  USGS QUAD   -  BOTTLE CREEK SLOUGH NW (1982)
 MV0012
 MV0012                         *CURRENT SURVEY CONTROL
 MV0012  ___________________________________________________________________
 MV0012* NAD 83(1986)-  41 25 57.     (N)    118 10 21.     (W)     SCALED    
 MV0012* NAVD 88     -      1255.451  (meters)    4118.93   (feet)  ADJUSTED  
 MV0012  ___________________________________________________________________
 MV0012  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 MV0012  DYNAMIC HT  -        1254.579 (meters)    4116.06  (feet)  COMP
 MV0012  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 MV0012
 MV0012  VERT ORDER  -  FIRST     CLASS II
 MV0012
 MV0012.The horizontal coordinates were scaled from a topographic map and have
 MV0012.an estimated accuracy of +/- 6 seconds.
 MV0012
 MV0012.The orthometric height was determined by differential leveling
 MV0012.and adjusted by the National Geodetic Survey in June 1991..
 MV0012
 MV0012.The geoid height was determined by GEOID03.
 MV0012
 MV0012.The dynamic height is computed by dividing the NAVD 88
 MV0012.geopotential number by the normal gravity value computed on the
 MV0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0012.degrees latitude (g = 980.6199 gals.).
 MV0012
 MV0012.The modeled gravity was interpolated from observed gravity values.
 MV0012
 MV0012;                    North         East    Units  Estimated Accuracy
 MV0012;SPC NV W     - 4,741,760.      834,340.      MT  (+/- 180 meters Scaled)
 MV0012
 MV0012                          SUPERSEDED SURVEY CONTROL
 MV0012
 MV0012  NGVD 29 (??/??/92) 1254.378  (m)         4115.41   (f) ADJ UNCH    1 2
 MV0012
 MV0012.Superseded values are not recommended for survey control.
 MV0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0012.See file dsdata.txt to determine how the superseded data were derived.
 MV0012
 MV0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF020874(NAD 83)
 MV0012_MARKER: DB = BENCH MARK DISK
 MV0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0012_STAMPING: 4115.317 N 19 1931
 MV0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0012+STABILITY: SURFACE MOTION
 MV0012
 MV0012  HISTORY     - Date     Condition        Report By
 MV0012  HISTORY     - 1931     MONUMENTED       CGS
 MV0012  HISTORY     - 1934     GOOD             NGS
 MV0012
 MV0012                          STATION DESCRIPTION
 MV0012
 MV0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MV0012'50.7 MI N FROM WINNEMUCCA.
 MV0012'50.7 MILES NORTH ALONG THE HIGHWAY FROM WINNEMUCCA, HUMBOLDT COUNTY,
 MV0012'ON THE DENIO HIGHWAY, 6.0 MILES NORTHWEST OF SOD HOUSE, AND 34 FEET
 MV0012'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 MV0012'4115.317 N 19 1931 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1663 ***********************************************************************
 GR1663  DESIGNATION -  N 19
 GR1663  PID         -  GR1663
 GR1663  STATE/COUNTY-  NV/CLARK
 GR1663  USGS QUAD   -  BOULDER CANYON (1983)
 GR1663
 GR1663                         *CURRENT SURVEY CONTROL
 GR1663  ___________________________________________________________________
 GR1663* NAD 83(1994)-  36 08 10.23945(N)    114 36 27.67703(W)     ADJUSTED  
 GR1663* NAVD 88     -       353.7    (meters)    1160.     (feet)  VERTCON   
 GR1663  ___________________________________________________________________
 GR1663  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 GR1663  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GR1663
 GR1663  HORZ ORDER  -  THIRD
 GR1663
 GR1663.The horizontal coordinates were established by classical geodetic methods
 GR1663.and adjusted by the National Geodetic Survey in June 1998..
 GR1663
 GR1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1663
 GR1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1663
 GR1663.The geoid height was determined by GEOID03.
 GR1663
 GR1663;                    North         East     Units Scale Factor Converg.
 GR1663;SPC NV E     - 8,154,220.164   287,808.813   MT  0.99999497   +0 34 31.4
 GR1663;SPC NV E     -26,752,637.32    944,252.75   sFT  0.99999497   +0 34 31.4
 GR1663;SPC AZ W     -   569,981.411   136,165.112   MT  1.00000673   -0 30 20.9
 GR1663;SPC AZ W     - 1,870,017.75    446,735.93   iFT  1.00000673   -0 30 20.9
 GR1663;UTM  11      - 4,001,703.739   715,261.301   MT  1.00017098   +1 24 40.7
 GR1663
 GR1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1663!SPC NV E     -   0.99994887  x   0.99999497  =   0.99994384
 GR1663!SPC AZ W     -   0.99994887  x   1.00000673  =   0.99995560
 GR1663!UTM  11      -   0.99994887  x   1.00017098  =   1.00011984
 GR1663
 GR1663:                Primary Azimuth Mark                     Grid Az
 GR1663:SPC NV E     -  N 20                                     042 31 58.7
 GR1663:SPC AZ W     -  N 20                                     043 36 51.0
 GR1663:UTM  11      -  N 20                                     041 41 49.4
 GR1663
 GR1663|---------------------------------------------------------------------|
 GR1663| PID    Reference Object                     Distance      Geod. Az  |
 GR1663|                                                           dddmmss.s |
 GR1663| GR1669 N 20                                APPROX. 0.6 KM 0430630.1 |
 GR1663| GR1481 A 13                                APPROX. 0.8 KM 1861545.3 |
 GR1663| GR1662 N 18                                385.223 METERS 24233     |
 GR1663|---------------------------------------------------------------------|
 GR1663
 GR1663                          SUPERSEDED SURVEY CONTROL
 GR1663
 GR1663  NAD 83(1994)-  36 08 10.23945(N)    114 36 27.67703(W) AD(       ) 3
 GR1663  NAD 83(1992)-  36 08 10.23945(N)    114 36 27.67703(W) AD(       ) 3
 GR1663  NAD 83(1986)-  36 08 10.22580(N)    114 36 27.66830(W) AD(       ) 3
 GR1663  NGVD 29 (06/27/88)  353.0    (m)         1158.     (f) VERT ANG       
 GR1663
 GR1663.Superseded values are not recommended for survey control.
 GR1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1663.See file dsdata.txt to determine how the superseded data were derived.
 GR1663
 GR1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1526101704(NAD 83)
 GR1663_MARKER: DS = TRIANGULATION STATION DISK
 GR1663_SETTING: 66 = SET IN ROCK OUTCROP
 GR1663_SP_SET: SET IN BEDROCK
 GR1663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1663+STABILITY: POSITION/ELEVATION WELL
 GR1663
 GR1663  HISTORY     - Date     Condition        Report By
 GR1663  HISTORY     - 1948     MONUMENTED       USGS
 GR1663
 GR1663                          STATION DESCRIPTION
 GR1663
 GR1663'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1663'LOCATED ABOUT 3.5 MI E. OF BEACON ISLAND, ABOUT 0.4 MI E. OF
 GR1663'N.P.S. REFLECTOR.  IN BOULDER CANYON, AT EDGE OF SHEER CLIFF,
 GR1663'ABOUT 280 FT. ABOVE HIGH WATER MARK.
 GR1663'
 GR1663'TO REACH NOT GIVEN.
 GR1663'
 GR1663'STATION MARK--STANDARD TABLET STAMPED---N19 1948---, CEMENTED IN
 GR1663'BEDROCK.
 GR1663'
 GR1663'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0198 ***********************************************************************
 LQ0198  DESIGNATION -  N 190
 LQ0198  PID         -  LQ0198
 LQ0198  STATE/COUNTY-  NV/ELKO
 LQ0198  USGS QUAD   -  BOONE CANYON (1982)
 LQ0198
 LQ0198                         *CURRENT SURVEY CONTROL
 LQ0198  ___________________________________________________________________
 LQ0198* NAD 83(1986)-  40 09 23.     (N)    114 29 14.     (W)     SCALED    
 LQ0198* NAVD 88     -      1945.645  (meters)    6383.34   (feet)  ADJUSTED  
 LQ0198  ___________________________________________________________________
 LQ0198  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 LQ0198  DYNAMIC HT  -        1943.781 (meters)    6377.22  (feet)  COMP
 LQ0198  MODELED GRAV-     979,597.8   (mgal)                       NAVD 88
 LQ0198
 LQ0198  VERT ORDER  -  SECOND    CLASS 0
 LQ0198
 LQ0198.The horizontal coordinates were scaled from a topographic map and have
 LQ0198.an estimated accuracy of +/- 6 seconds.
 LQ0198
 LQ0198.The orthometric height was determined by differential leveling
 LQ0198.and adjusted by the National Geodetic Survey in June 1991..
 LQ0198
 LQ0198.The geoid height was determined by GEOID03.
 LQ0198
 LQ0198.The dynamic height is computed by dividing the NAVD 88
 LQ0198.geopotential number by the normal gravity value computed on the
 LQ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0198.degrees latitude (g = 980.6199 gals.).
 LQ0198
 LQ0198.The modeled gravity was interpolated from observed gravity values.
 LQ0198
 LQ0198;                    North         East    Units  Estimated Accuracy
 LQ0198;SPC NV E     - 8,600,550.      293,380.      MT  (+/- 180 meters Scaled)
 LQ0198
 LQ0198                          SUPERSEDED SURVEY CONTROL
 LQ0198
 LQ0198  NGVD 29 (??/??/92) 1944.448  (m)         6379.41   (f) ADJ UNCH    2 0
 LQ0198
 LQ0198.Superseded values are not recommended for survey control.
 LQ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0198.See file dsdata.txt to determine how the superseded data were derived.
 LQ0198
 LQ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE140481(NAD 83)
 LQ0198_MARKER: DB = BENCH MARK DISK
 LQ0198_SETTING: 80 = SET IN A BOULDER
 LQ0198_SP_SET: BOULDER
 LQ0198_STAMPING: N 190 1958
 LQ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0198+STABILITY: SURFACE MOTION
 LQ0198
 LQ0198  HISTORY     - Date     Condition        Report By
 LQ0198  HISTORY     - 1958     MONUMENTED       CGS
 LQ0198
 LQ0198                          STATION DESCRIPTION
 LQ0198
 LQ0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0198'3.55 MI SW FROM BOONE SPRINGS.
 LQ0198'3.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE UTOCO
 LQ0198'SERVICE STATION AT BOONE SPRINGS, 68 YARDS SOUTHWEST OF THE SOUTHWEST
 LQ0198'END OF A CUT AND THE CROSSING OF A TELEPHONE LINE, AT A FILL, IN THE
 LQ0198'TOP OF A 6-BY 9-FOOT HARD STANDSTONE BOULDER WHICH PROJECTS 4 1/2 FEET
 LQ0198'ABOVE THE GROUND, 37 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LQ0198'HIGHWAY, AND 3 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0173 ***********************************************************************
 LQ0173  DESIGNATION -  N 191
 LQ0173  PID         -  LQ0173
 LQ0173  STATE/COUNTY-  NV/ELKO
 LQ0173  USGS QUAD   -  FERGUSON MTN (1980)
 LQ0173
 LQ0173                         *CURRENT SURVEY CONTROL
 LQ0173  ___________________________________________________________________
 LQ0173* NAD 83(1986)-  40 23 15.     (N)    114 12 41.     (W)     SCALED    
 LQ0173* NAVD 88     -      1819.210  (meters)    5968.52   (feet)  ADJUSTED  
 LQ0173  ___________________________________________________________________
 LQ0173  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 LQ0173  DYNAMIC HT  -        1817.597 (meters)    5963.23  (feet)  COMP
 LQ0173  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 LQ0173
 LQ0173  VERT ORDER  -  SECOND    CLASS 0
 LQ0173
 LQ0173.The horizontal coordinates were scaled from a topographic map and have
 LQ0173.an estimated accuracy of +/- 6 seconds.
 LQ0173
 LQ0173.The orthometric height was determined by differential leveling
 LQ0173.and adjusted by the National Geodetic Survey in June 1991..
 LQ0173
 LQ0173.The geoid height was determined by GEOID03.
 LQ0173
 LQ0173.The dynamic height is computed by dividing the NAVD 88
 LQ0173.geopotential number by the normal gravity value computed on the
 LQ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0173.degrees latitude (g = 980.6199 gals.).
 LQ0173
 LQ0173.The modeled gravity was interpolated from observed gravity values.
 LQ0173
 LQ0173;                    North         East    Units  Estimated Accuracy
 LQ0173;SPC NV E     - 8,626,540.      316,480.      MT  (+/- 180 meters Scaled)
 LQ0173
 LQ0173                          SUPERSEDED SURVEY CONTROL
 LQ0173
 LQ0173  NGVD 29 (??/??/92) 1818.101  (m)         5964.89   (f) ADJ UNCH    2 0
 LQ0173
 LQ0173.Superseded values are not recommended for survey control.
 LQ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0173.See file dsdata.txt to determine how the superseded data were derived.
 LQ0173
 LQ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE366745(NAD 83)
 LQ0173_MARKER: DB = BENCH MARK DISK
 LQ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0173_STAMPING: N 191 1958
 LQ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0173+STABILITY: SURFACE MOTION
 LQ0173
 LQ0173  HISTORY     - Date     Condition        Report By
 LQ0173  HISTORY     - 1958     MONUMENTED       CGS
 LQ0173  HISTORY     - 1969     GOOD             NGS
 LQ0173
 LQ0173                          STATION DESCRIPTION
 LQ0173
 LQ0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LQ0173'19.85 MI NE FROM BOONE SPRINGS.
 LQ0173'19.85 MILES NORTHEAST ALONG U.S. HIGHWAY 50 ALTERNATE FROM THE UTOCO
 LQ0173'SERVICE STATION AT BOONE SPRINGS, AT THE NORTH END OF A SHORT FILL, 76
 LQ0173'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 52 FEET EAST OF THE
 LQ0173'CENTER OF A SMALL DRIANAGE DITCH, 20 FEET NORTH OF TELEPHONE POLE 669
 LQ0173'AND IN LINE WITH A ROW OF TELEPHONE POLES, 2.6 FEET NORTH OF A WITNESS
 LQ0173'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LQ0173'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LQ0173
 LQ0173                          STATION RECOVERY (1969)
 LQ0173
 LQ0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LQ0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0368 ***********************************************************************
 MT0368  DESIGNATION -  N 192
 MT0368  PID         -  MT0368
 MT0368  STATE/COUNTY-  NV/ELKO
 MT0368  USGS QUAD   -  KNOLL MOUNTAIN SE (1968)
 MT0368
 MT0368                         *CURRENT SURVEY CONTROL
 MT0368  ___________________________________________________________________
 MT0368* NAD 83(1986)-  41 30 24.     (N)    114 31 59.     (W)     SCALED    
 MT0368* NAVD 88     -      1635.961  (meters)    5367.32   (feet)  ADJUSTED  
 MT0368  ___________________________________________________________________
 MT0368  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 MT0368  DYNAMIC HT  -        1634.705 (meters)    5363.19  (feet)  COMP
 MT0368  MODELED GRAV-     979,797.9   (mgal)                       NAVD 88
 MT0368
 MT0368  VERT ORDER  -  SECOND    CLASS 0
 MT0368
 MT0368.The horizontal coordinates were scaled from a topographic map and have
 MT0368.an estimated accuracy of +/- 6 seconds.
 MT0368
 MT0368.The orthometric height was determined by differential leveling
 MT0368.and adjusted by the National Geodetic Survey in June 1991..
 MT0368
 MT0368.The geoid height was determined by GEOID03.
 MT0368
 MT0368.The dynamic height is computed by dividing the NAVD 88
 MT0368.geopotential number by the normal gravity value computed on the
 MT0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0368.degrees latitude (g = 980.6199 gals.).
 MT0368
 MT0368.The modeled gravity was interpolated from observed gravity values.
 MT0368
 MT0368;                    North         East    Units  Estimated Accuracy
 MT0368;SPC NV E     - 8,750,440.      287,680.      MT  (+/- 180 meters Scaled)
 MT0368
 MT0368                          SUPERSEDED SURVEY CONTROL
 MT0368
 MT0368  NGVD 29 (??/??/92) 1634.832  (m)         5363.61   (f) ADJ UNCH    2 0
 MT0368
 MT0368.Superseded values are not recommended for survey control.
 MT0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0368.See file dsdata.txt to determine how the superseded data were derived.
 MT0368
 MT0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF058979(NAD 83)
 MT0368_MARKER: DB = BENCH MARK DISK
 MT0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0368_STAMPING: N 192 1958
 MT0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0368+STABILITY: SURFACE MOTION
 MT0368
 MT0368  HISTORY     - Date     Condition        Report By
 MT0368  HISTORY     - 1958     MONUMENTED       CGS
 MT0368
 MT0368                          STATION DESCRIPTION
 MT0368
 MT0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MT0368'15.1 MI NE FROM WILKINS.
 MT0368'0.7 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE THOUSAND SPRINGS TRADING
 MT0368'POST AT WILKINS, THENCE 14.4 MILES SOUTHEAST, EAST AND NORTHEAST ALONG
 MT0368'A GRAVEL ROAD, 0.7 MILE NORTHEAST OF A CATTLEGUARD, ABOUT MIDWAY
 MT0368'BETWEEN TWO EAST-WEST RIDGES, 58 FEET WEST OF THE CENTER LINE OF THE
 MT0368'ROAD, 47 FEET SOUTHWEST OF THE CENTER OF A SHALLOW WASH, 29 FEET WEST
 MT0368'OF A TELEPHONE POLE, 2.6 FEET EAST OF A WITNESS POST, 2 1/2 FEET
 MT0368'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MT0368'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0292 ***********************************************************************
 MU0292  DESIGNATION -  N 196
 MU0292  PID         -  MU0292
 MU0292  STATE/COUNTY-  NV/HUMBOLDT
 MU0292  USGS QUAD   -  SOUTH OF MC DERMITT (1991)
 MU0292
 MU0292                         *CURRENT SURVEY CONTROL
 MU0292  ___________________________________________________________________
 MU0292* NAD 83(1986)-  41 47 54.     (N)    117 43 09.     (W)     SCALED    
 MU0292* NAVD 88     -      1358.803  (meters)    4458.01   (feet)  ADJUSTED  
 MU0292  ___________________________________________________________________
 MU0292  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 MU0292  DYNAMIC HT  -        1357.849 (meters)    4454.88  (feet)  COMP
 MU0292  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 MU0292
 MU0292  VERT ORDER  -  SECOND    CLASS 0
 MU0292
 MU0292.The horizontal coordinates were scaled from a topographic map and have
 MU0292.an estimated accuracy of +/- 6 seconds.
 MU0292
 MU0292.The orthometric height was determined by differential leveling
 MU0292.and adjusted by the National Geodetic Survey in June 1991..
 MU0292
 MU0292.The geoid height was determined by GEOID03.
 MU0292
 MU0292.The dynamic height is computed by dividing the NAVD 88
 MU0292.geopotential number by the normal gravity value computed on the
 MU0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0292.degrees latitude (g = 980.6199 gals.).
 MU0292
 MU0292.The modeled gravity was interpolated from observed gravity values.
 MU0292
 MU0292;                    North         East    Units  Estimated Accuracy
 MU0292;SPC NV W     - 4,782,660.      871,820.      MT  (+/- 180 meters Scaled)
 MU0292
 MU0292                          SUPERSEDED SURVEY CONTROL
 MU0292
 MU0292  NGVD 29 (??/??/92) 1357.660  (m)         4454.26   (f) ADJ UNCH    2 0
 MU0292
 MU0292.Superseded values are not recommended for survey control.
 MU0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0292.See file dsdata.txt to determine how the superseded data were derived.
 MU0292
 MU0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG402276(NAD 83)
 MU0292_MARKER: DB = BENCH MARK DISK
 MU0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0292_STAMPING: N 196 1963
 MU0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0292+STABILITY: SURFACE MOTION
 MU0292
 MU0292  HISTORY     - Date     Condition        Report By
 MU0292  HISTORY     - 1963     MONUMENTED       CGS
 MU0292
 MU0292                          STATION DESCRIPTION
 MU0292
 MU0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0292'14.85 MI SE FROM MCDERMITT.
 MU0292'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0292'LINE AT MCDERMITT, THENCE 0.85 MILES EAST ALONG BUCKSKIN ROAD, 36 FEET
 MU0292'NORTHEAST OF THE CENTER OF THE INTERSECTION OF A TRACK ROAD, 28 FEET
 MU0292'NORTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET EAST OF A WITNESS POST,
 MU0292'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MU0292'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0160 ***********************************************************************
 MU0160  DESIGNATION -  N 197
 MU0160  PID         -  MU0160
 MU0160  STATE/COUNTY-  NV/HUMBOLDT
 MU0160  USGS QUAD   -  HOLLOWAY MEADOWS (1980)
 MU0160
 MU0160                         *CURRENT SURVEY CONTROL
 MU0160  ___________________________________________________________________
 MU0160* NAD 83(1986)-  41 45 42.     (N)    117 28 45.     (W)     SCALED    
 MU0160* NAVD 88     -      1987.620  (meters)    6521.05   (feet)  ADJUSTED  
 MU0160  ___________________________________________________________________
 MU0160  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 MU0160  DYNAMIC HT  -        1986.075 (meters)    6515.98  (feet)  COMP
 MU0160  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 MU0160
 MU0160  VERT ORDER  -  SECOND    CLASS 0
 MU0160
 MU0160.The horizontal coordinates were scaled from a topographic map and have
 MU0160.an estimated accuracy of +/- 6 seconds.
 MU0160
 MU0160.The orthometric height was determined by differential leveling
 MU0160.and adjusted by the National Geodetic Survey in June 1991..
 MU0160
 MU0160.The geoid height was determined by GEOID03.
 MU0160
 MU0160.The dynamic height is computed by dividing the NAVD 88
 MU0160.geopotential number by the normal gravity value computed on the
 MU0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0160.degrees latitude (g = 980.6199 gals.).
 MU0160
 MU0160.The modeled gravity was interpolated from observed gravity values.
 MU0160
 MU0160;                    North         East    Units  Estimated Accuracy
 MU0160;SPC NV W     - 4,778,820.      891,810.      MT  (+/- 180 meters Scaled)
 MU0160
 MU0160                          SUPERSEDED SURVEY CONTROL
 MU0160
 MU0160  NGVD 29 (??/??/92) 1986.392  (m)         6517.02   (f) ADJ UNCH    2 0
 MU0160
 MU0160.Superseded values are not recommended for survey control.
 MU0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0160.See file dsdata.txt to determine how the superseded data were derived.
 MU0160
 MU0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG601234(NAD 83)
 MU0160_MARKER: DB = BENCH MARK DISK
 MU0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0160_STAMPING: N 197 1963
 MU0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0160+STABILITY: SURFACE MOTION
 MU0160
 MU0160  HISTORY     - Date     Condition        Report By
 MU0160  HISTORY     - 1963     MONUMENTED       CGS
 MU0160
 MU0160                          STATION DESCRIPTION
 MU0160
 MU0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0160'33.75 MI E FROM MCDERMITT.
 MU0160'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0160'LINE AT MCDERMITT, THENCE 17.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0160'THENCE 2.6 MILES NORTHEAST ALONG A DIRT ROAD, 0.15 MILE SOUTHEAST OF
 MU0160'THE CENTER OF A SWITCHBACK AND JUNCTION OF DIRT ROAD NORTH, 14 FEET
 MU0160'EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD, 3.5 FEET NORTHWEST OF A
 MU0160'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 MU0160'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0184 ***********************************************************************
 MU0184  DESIGNATION -  N 198
 MU0184  PID         -  MU0184
 MU0184  STATE/COUNTY-  NV/HUMBOLDT
 MU0184  USGS QUAD   -  MAIDEN BUTTE (1980)
 MU0184
 MU0184                         *CURRENT SURVEY CONTROL
 MU0184  ___________________________________________________________________
 MU0184* NAD 83(1986)-  41 50 22.     (N)    117 12 22.     (W)     SCALED    
 MU0184* NAVD 88     -      1807.312  (meters)    5929.49   (feet)  ADJUSTED  
 MU0184  ___________________________________________________________________
 MU0184  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 MU0184  DYNAMIC HT  -        1805.948 (meters)    5925.01  (feet)  COMP
 MU0184  MODELED GRAV-     979,803.7   (mgal)                       NAVD 88
 MU0184
 MU0184  VERT ORDER  -  SECOND    CLASS 0
 MU0184
 MU0184.The horizontal coordinates were scaled from a topographic map and have
 MU0184.an estimated accuracy of +/- 6 seconds.
 MU0184
 MU0184.The orthometric height was determined by differential leveling
 MU0184.and adjusted by the National Geodetic Survey in June 1991..
 MU0184
 MU0184.The geoid height was determined by GEOID03.
 MU0184
 MU0184.The dynamic height is computed by dividing the NAVD 88
 MU0184.geopotential number by the normal gravity value computed on the
 MU0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0184.degrees latitude (g = 980.6199 gals.).
 MU0184
 MU0184.The modeled gravity was interpolated from observed gravity values.
 MU0184
 MU0184;                    North         East    Units  Estimated Accuracy
 MU0184;SPC NV W     - 4,787,780.      914,380.      MT  (+/- 180 meters Scaled)
 MU0184
 MU0184                          SUPERSEDED SURVEY CONTROL
 MU0184
 MU0184  NGVD 29 (??/??/92) 1806.118  (m)         5925.57   (f) ADJ UNCH    2 0
 MU0184
 MU0184.Superseded values are not recommended for survey control.
 MU0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0184.See file dsdata.txt to determine how the superseded data were derived.
 MU0184
 MU0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG828319(NAD 83)
 MU0184_MARKER: DB = BENCH MARK DISK
 MU0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0184_STAMPING: N 198 1963
 MU0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0184+STABILITY: SURFACE MOTION
 MU0184
 MU0184  HISTORY     - Date     Condition        Report By
 MU0184  HISTORY     - 1963     MONUMENTED       CGS
 MU0184
 MU0184                          STATION DESCRIPTION
 MU0184
 MU0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0184'56.0 MI E FROM MCDERMITT.
 MU0184'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE OREGON-NEVADA STATE
 MU0184'LINE AT MCDERMITT, THENCE 17.15 MILES SOUTHEAST ALONG BUCKSKIN ROAD,
 MU0184'THENCE 20.2 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 4.65 MILES NORTH
 MU0184'ALONG A DIRT ROAD, 39 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.0
 MU0184'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 MU0184'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0359 ***********************************************************************
 LQ0359  DESIGNATION -  N 199
 LQ0359  PID         -  LQ0359
 LQ0359  STATE/COUNTY-  NV/ELKO
 LQ0359  USGS QUAD   -  CEDAR RIDGE (1985)
 LQ0359
 LQ0359                         *CURRENT SURVEY CONTROL
 LQ0359  ___________________________________________________________________
 LQ0359* NAD 83(1986)-  40 23 07.     (N)    115 52 19.     (W)     SCALED    
 LQ0359* NAVD 88     -      1898.118  (meters)    6227.41   (feet)  ADJUSTED  
 LQ0359  ___________________________________________________________________
 LQ0359  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 LQ0359  DYNAMIC HT  -        1896.382 (meters)    6221.71  (feet)  COMP
 LQ0359  MODELED GRAV-     979,642.4   (mgal)                       NAVD 88
 LQ0359
 LQ0359  VERT ORDER  -  SECOND    CLASS 0
 LQ0359
 LQ0359.The horizontal coordinates were scaled from a topographic map and have
 LQ0359.an estimated accuracy of +/- 6 seconds.
 LQ0359
 LQ0359.The orthometric height was determined by differential leveling
 LQ0359.and adjusted by the National Geodetic Survey in June 1991..
 LQ0359
 LQ0359.The geoid height was determined by GEOID03.
 LQ0359
 LQ0359.The dynamic height is computed by dividing the NAVD 88
 LQ0359.geopotential number by the normal gravity value computed on the
 LQ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0359.degrees latitude (g = 980.6199 gals.).
 LQ0359
 LQ0359.The modeled gravity was interpolated from observed gravity values.
 LQ0359
 LQ0359;                    North         East    Units  Estimated Accuracy
 LQ0359;SPC NV E     - 8,625,430.      175,500.      MT  (+/- 180 meters Scaled)
 LQ0359
 LQ0359                          SUPERSEDED SURVEY CONTROL
 LQ0359
 LQ0359  NGVD 29 (??/??/92) 1896.971  (m)         6223.65   (f) ADJ UNCH    2 0
 LQ0359
 LQ0359.Superseded values are not recommended for survey control.
 LQ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0359.See file dsdata.txt to determine how the superseded data were derived.
 LQ0359
 LQ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE957711(NAD 83)
 LQ0359_MARKER: DB = BENCH MARK DISK
 LQ0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0359_STAMPING: N 199 1963
 LQ0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0359+STABILITY: SURFACE MOTION
 LQ0359
 LQ0359  HISTORY     - Date     Condition        Report By
 LQ0359  HISTORY     - 1963     MONUMENTED       CGS
 LQ0359
 LQ0359                          STATION DESCRIPTION
 LQ0359
 LQ0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0359'12.5 MI W FROM JIGGS.
 LQ0359'0.3 MILE SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0359'JIGGS, THENCE 12.2 MILES WEST ALONG THE LITTLE PORTER CREEK ROAD, 0.45
 LQ0359'MILE WEST OF THE JUNCTION OF A ROAD NORTHWEST, 12 FEET SOUTH OF THE
 LQ0359'CENTER LINE OF THE ROAD, 8 FEET WEST OF THE WEST END OF A GATE, 1.3
 LQ0359'FEET NORTH OF A FENCE, 2.0 FEET WEST OF A WITNESS POST, 1/2 FOOT
 LQ0359'HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 LQ0359'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0053 ***********************************************************************
 HP0053  DESIGNATION -  N 2
 HP0053  PID         -  HP0053
 HP0053  STATE/COUNTY-  NV/LINCOLN
 HP0053  USGS QUAD   -  CALIENTE (1980)
 HP0053
 HP0053                         *CURRENT SURVEY CONTROL
 HP0053  ___________________________________________________________________
 HP0053* NAD 83(1986)-  37 32 23.     (N)    114 35 04.     (W)     SCALED    
 HP0053* NAVD 88     -      1267.821  (meters)    4159.51   (feet)  POSTED    
 HP0053  ___________________________________________________________________
 HP0053  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 HP0053  DYNAMIC HT  -        1266.440 (meters)    4154.98  (feet)  COMP
 HP0053  MODELED GRAV-     979,499.3   (mgal)                       NAVD 88
 HP0053
 HP0053  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0053
 HP0053.The horizontal coordinates were scaled from a topographic map and have
 HP0053.an estimated accuracy of +/- 6 seconds.
 HP0053
 HP0053.The orthometric height was determined by differential leveling
 HP0053.and adjusted by the National Geodetic Survey in 1992..
 HP0053.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0053.rate of 1.1 thru 2.0 mm/km.
 HP0053
 HP0053.The geoid height was determined by GEOID03.
 HP0053
 HP0053.The dynamic height is computed by dividing the NAVD 88
 HP0053.geopotential number by the normal gravity value computed on the
 HP0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0053.degrees latitude (g = 980.6199 gals.).
 HP0053
 HP0053.The modeled gravity was interpolated from observed gravity values.
 HP0053
 HP0053;                    North         East    Units  Estimated Accuracy
 HP0053;SPC NV E     - 8,309,990.      288,270.      MT  (+/- 180 meters Scaled)
 HP0053
 HP0053                          SUPERSEDED SURVEY CONTROL
 HP0053
 HP0053  NGVD 29 (??/??/92) 1266.824  (m)         4156.24   (f) ADJ UNCH    1 2
 HP0053
 HP0053.Superseded values are not recommended for survey control.
 HP0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0053.See file dsdata.txt to determine how the superseded data were derived.
 HP0053
 HP0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB134574(NAD 83)
 HP0053_MARKER: B = BOLT
 HP0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HP0053_SP_SET: CULVERT
 HP0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0053
 HP0053  HISTORY     - Date     Condition        Report By
 HP0053  HISTORY     - UNK      MONUMENTED       CGS
 HP0053  HISTORY     - 1950     GOOD             NGS
 HP0053  HISTORY     - 1970     MARK NOT FOUND   USGS
 HP0053
 HP0053                          STATION DESCRIPTION
 HP0053
 HP0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HP0053'3.2 MI N FROM STINE.
 HP0053'3.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM STINE, LINCOLN
 HP0053'COUNTY, AT CULVERT 450 D, IN THE TOP OF THE SOUTHEAST CONCRETE HEAD
 HP0053'WALL, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3
 HP0053'FEET LOWER THAN THE TRACK.  A COPPER BOLT.
 HP0053
 HP0053                          STATION RECOVERY (1970)
 HP0053
 HP0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HP0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1668 ***********************************************************************
 GR1668  DESIGNATION -  N 2
 GR1668  PID         -  GR1668
 GR1668  STATE/COUNTY-  NV/CLARK
 GR1668  USGS QUAD   -  BOULDER BEACH (1970)
 GR1668
 GR1668                         *CURRENT SURVEY CONTROL
 GR1668  ___________________________________________________________________
 GR1668* NAD 83(1994)-  36 03 05.79646(N)    114 48 06.52597(W)     ADJUSTED  
 GR1668* NAVD 88     -       390.7    (meters)    1282.     (feet)  VERTCON   
 GR1668  ___________________________________________________________________
 GR1668  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 GR1668  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GR1668
 GR1668  HORZ ORDER  -  THIRD
 GR1668
 GR1668.The horizontal coordinates were established by classical geodetic methods
 GR1668.and adjusted by the National Geodetic Survey in June 1998..
 GR1668
 GR1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1668
 GR1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1668
 GR1668.The geoid height was determined by GEOID03.
 GR1668
 GR1668;                    North         East     Units Scale Factor Converg.
 GR1668;SPC NV E     - 8,144,679.157   270,412.470   MT  0.99996107   +0 27 35.8
 GR1668;SPC NV E     -26,721,334.87    887,178.25   sFT  0.99996107   +0 27 35.8
 GR1668;SPC AZ W     -   560,769.587   118,591.180   MT  1.00004396   -0 37 08.6
 GR1668;SPC AZ W     - 1,839,795.23    389,078.67   iFT  1.00004396   -0 37 08.6
 GR1668;UTM  11      - 3,991,908.761   698,003.280   MT  1.00008310   +1 17 38.7
 GR1668
 GR1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1668!SPC NV E     -   0.99994311  x   0.99996107  =   0.99990418
 GR1668!SPC AZ W     -   0.99994311  x   1.00004396  =   0.99998707
 GR1668!UTM  11      -   0.99994311  x   1.00008310  =   1.00002621
 GR1668
 GR1668:                Primary Azimuth Mark                     Grid Az
 GR1668:SPC NV E     -  HEM                                      005 28 44.0
 GR1668:SPC AZ W     -  HEM                                      006 33 28.4
 GR1668:UTM  11      -  HEM                                      004 38 41.1
 GR1668
 GR1668|---------------------------------------------------------------------|
 GR1668| PID    Reference Object                     Distance      Geod. Az  |
 GR1668|                                                           dddmmss.s |
 GR1668| GR1875 HEM                                 APPROX. 1.6 KM 0055619.8 |
 GR1668|---------------------------------------------------------------------|
 GR1668
 GR1668                          SUPERSEDED SURVEY CONTROL
 GR1668
 GR1668  NAD 83(1992)-  36 03 05.79635(N)    114 48 06.52617(W) AD(       ) 3
 GR1668  NAD 83(1992)-  36 03 05.79645(N)    114 48 06.52607(W) AD(       ) 3
 GR1668  NAD 83(1986)-  36 03 05.78520(N)    114 48 06.51264(W) AD(       ) 3
 GR1668  NGVD 29 (06/27/88)  390.0    (m)         1280.     (f) VERT ANG       
 GR1668
 GR1668.Superseded values are not recommended for survey control.
 GR1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1668.See file dsdata.txt to determine how the superseded data were derived.
 GR1668
 GR1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9800391909(NAD 83)
 GR1668_MARKER: DS = TRIANGULATION STATION DISK
 GR1668_SETTING: 0 = UNSPECIFIED SETTING
 GR1668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1668
 GR1668  HISTORY     - Date     Condition        Report By
 GR1668  HISTORY     - 1947     MONUMENTED       USGS
 GR1668
 GR1668                          STATION DESCRIPTION
 GR1668
 GR1668'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1668'LOCATED ABOUT 4.4 MI NW. OF HOOVER DAM.  ON HIGHEST POINT OF SMALL
 GR1668'ISLAND AT ENTRANCE TO N.P.S. BOAT ANCHORAGE.
 GR1668'
 GR1668'TO REACH NOT GIVEN.
 GR1668'
 GR1668'STATION MARK--STANDARD TABLET STAMPED---N2 1947---, CEMENTED
 GR1668'SYMMETRICALLY IN TOP OF WHITE, CONCRETE, LIGHT BASE.
 GR1668'
 GR1668'RMS--NONE SET.
 GR1668'
 GR1668'NOTE--NATIONAL PARK SERVICE DISK STAMPED---NIP---, AND CAST WITH
 GR1668'LETTERS USD AND NPS, 30.97 FT. S. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1669 ***********************************************************************
 GR1669  DESIGNATION -  N 20
 GR1669  PID         -  GR1669
 GR1669  STATE/COUNTY-  NV/CLARK
 GR1669  USGS QUAD   -  BOULDER CANYON (1983)
 GR1669
 GR1669                         *CURRENT SURVEY CONTROL
 GR1669  ___________________________________________________________________
 GR1669* NAD 83(1994)-  36 08 23.55660(N)    114 36 12.30828(W)     ADJUSTED  
 GR1669* NAVD 88     -       390.7    (meters)    1282.     (feet)  VERTCON   
 GR1669  ___________________________________________________________________
 GR1669  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 GR1669  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR1669
 GR1669  HORZ ORDER  -  THIRD
 GR1669
 GR1669.The horizontal coordinates were established by classical geodetic methods
 GR1669.and adjusted by the National Geodetic Survey in June 1998..
 GR1669
 GR1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1669
 GR1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1669
 GR1669.The geoid height was determined by GEOID03.
 GR1669
 GR1669;                    North         East     Units Scale Factor Converg.
 GR1669;SPC NV E     - 8,154,634.478   288,188.906   MT  0.99999580   +0 34 40.6
 GR1669;SPC NV E     -26,753,996.62    945,499.77   sFT  0.99999580   +0 34 40.6
 GR1669;SPC AZ W     -   570,388.484   136,552.960   MT  1.00000600   -0 30 12.0
 GR1669;SPC AZ W     - 1,871,353.29    448,008.40   iFT  1.00000600   -0 30 12.0
 GR1669;UTM  11      - 4,002,123.629   715,635.375   MT  1.00017297   +1 24 50.2
 GR1669
 GR1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1669!SPC NV E     -   0.99994306  x   0.99999580  =   0.99993886
 GR1669!SPC AZ W     -   0.99994306  x   1.00000600  =   0.99994906
 GR1669!UTM  11      -   0.99994306  x   1.00017297  =   1.00011602
 GR1669
 GR1669:                Primary Azimuth Mark                     Grid Az
 GR1669:SPC NV E     -  A 14                                     183 35 51.3
 GR1669:SPC AZ W     -  A 14                                     184 40 43.9
 GR1669:UTM  11      -  A 14                                     182 45 41.7
 GR1669
 GR1669|---------------------------------------------------------------------|
 GR1669| PID    Reference Object                     Distance      Geod. Az  |
 GR1669|                                                           dddmmss.s |
 GR1669| GR1482 A 14                                APPROX. 1.0 KM 1841031.9 |
 GR1669| GR1663 N 19                                APPROX. 0.6 KM 2230639.2 |
 GR1669|---------------------------------------------------------------------|
 GR1669
 GR1669                          SUPERSEDED SURVEY CONTROL
 GR1669
 GR1669  NAD 83(1994)-  36 08 23.55660(N)    114 36 12.30828(W) AD(       ) 3
 GR1669  NAD 83(1992)-  36 08 23.55659(N)    114 36 12.30827(W) AD(       ) 3
 GR1669  NAD 83(1986)-  36 08 23.54295(N)    114 36 12.29977(W) AD(       ) 3
 GR1669  NGVD 29 (06/27/88)  390.0    (m)         1280.     (f) VERT ANG       
 GR1669
 GR1669.Superseded values are not recommended for survey control.
 GR1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1669.See file dsdata.txt to determine how the superseded data were derived.
 GR1669
 GR1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1563502124(NAD 83)
 GR1669_MARKER: DS = TRIANGULATION STATION DISK
 GR1669_SETTING: 66 = SET IN ROCK OUTCROP
 GR1669_SP_SET: SET IN ROCK OUTCROP
 GR1669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1669+STABILITY: POSITION/ELEVATION WELL
 GR1669
 GR1669  HISTORY     - Date     Condition        Report By
 GR1669  HISTORY     - 1948     MONUMENTED       USGS
 GR1669
 GR1669                          STATION DESCRIPTION
 GR1669
 GR1669'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1669'LOCATED ABOUT 3.8 MI E. OF BEACON ISLAND, ABOUT 0.7 MI NE. OF
 GR1669'N.P.S. REFLECTOR.  IN BOULDER CANYON, ON SMALL BENCH ON SIDEHILL,
 GR1669'ABOUT 200 FT. ABOVE HIGH WATER MARK.
 GR1669'
 GR1669'TO REACH NOT GIVEN.
 GR1669'
 GR1669'STATION MARK--STANDARD TABLET STAMPED---N20 1948---, CEMENTED IN
 GR1669'ROCK OUTCROP.
 GR1669'
 GR1669'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0798 ***********************************************************************
 KR0798  DESIGNATION -  N 200
 KR0798  PID         -  KR0798
 KR0798  STATE/COUNTY-  NV/LYON
 KR0798  USGS QUAD   -  MISFITS FLAT (1985)
 KR0798
 KR0798                         *CURRENT SURVEY CONTROL
 KR0798  ___________________________________________________________________
 KR0798* NAD 83(1994)-  39 20 59.35579(N)    119 24 20.15808(W)     ADJUSTED  
 KR0798* NAVD 88     -      1305.64   (+/-2cm)    4283.6    (feet)  VERTCON   
 KR0798  ___________________________________________________________________
 KR0798  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 KR0798  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KR0798
 KR0798  HORZ ORDER  -  FIRST
 KR0798  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0798
 KR0798.The horizontal coordinates were established by classical geodetic methods
 KR0798.and adjusted by the National Geodetic Survey in June 1998..
 KR0798
 KR0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0798.The vertical order pertains to the NGVD 29 superseded value.
 KR0798
 KR0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR0798
 KR0798.The geoid height was determined by GEOID03.
 KR0798
 KR0798;                    North         East     Units Scale Factor Converg.
 KR0798;SPC NV W     - 4,510,753.785   729,128.722   MT  0.99996182   -0 31 17.0
 KR0798;SPC NV W     -14,799,031.38  2,392,149.82   sFT  0.99996182   -0 31 17.0
 KR0798;UTM  11      - 4,358,357.782   292,712.468   MT  1.00012907   -1 31 33.0
 KR0798
 KR0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR0798!SPC NV W     -   0.99979901  x   0.99996182  =   0.99976084
 KR0798!UTM  11      -   0.99979901  x   1.00012907  =   0.99992805
 KR0798
 KR0798:                Primary Azimuth Mark                     Grid Az
 KR0798:SPC NV W     -  P 200                                    063 50 09.3
 KR0798:UTM  11      -  P 200                                    064 50 25.3
 KR0798
 KR0798|---------------------------------------------------------------------|
 KR0798| PID    Reference Object                     Distance      Geod. Az  |
 KR0798|                                                           dddmmss.s |
 KR0798| KR0799 P 200                                              0631852.3 |
 KR0798| DB6282 N 200 RM 1                           12.565 METERS 07929     |
 KR0798| DB6283 N 200 RM 2                           13.599 METERS 15816     |
 KR0798|---------------------------------------------------------------------|
 KR0798
 KR0798                          SUPERSEDED SURVEY CONTROL
 KR0798
 KR0798  NAD 83(1992)-  39 20 59.35923(N)    119 24 20.14987(W) AD(       ) 1
 KR0798  NAD 83(1986)-  39 20 59.36283(N)    119 24 20.13156(W) AD(       ) 1
 KR0798  NAD 27      -  39 20 59.66600(N)    119 24 16.52100(W) AD(       ) 1
 KR0798  NGVD 29 (??/??/92) 1304.640  (m)         4280.31   (f) ADJ UNCH    2 0
 KR0798
 KR0798.Superseded values are not recommended for survey control.
 KR0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0798.See file dsdata.txt to determine how the superseded data were derived.
 KR0798
 KR0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD9271258358(NAD 83)
 KR0798_MARKER: DB = BENCH MARK DISK
 KR0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0798_STAMPING: N 200 1935
 KR0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0798+STABILITY: SURFACE MOTION
 KR0798
 KR0798  HISTORY     - Date     Condition        Report By
 KR0798  HISTORY     - 1935     MONUMENTED       CGS
 KR0798  HISTORY     - 1951     GOOD             CGS
 KR0798  HISTORY     - 1955     GOOD             USGS
 KR0798  HISTORY     - 1956     GOOD             USGS
 KR0798
 KR0798                          STATION DESCRIPTION
 KR0798
 KR0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0798'13.1 MI NE FROM DAYTON.
 KR0798'13.1 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 50.  ABOUT 800 FEET NORTH
 KR0798'OF DRY LAKE BED, 60 FEET SOUTH OF CENTERLINE OF U.S. HIGHWAY NO. 50.
 KR0798
 KR0798                          STATION RECOVERY (1951)
 KR0798
 KR0798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LGT)
 KR0798'THE STATION IS LOCATED ABOUT 23 MILES AIR LINE NORTHEAST
 KR0798'OF CARSON CITY, 13 MILES AIR LINE NORTHEAST OF DAYTON, AND
 KR0798'11 MILES WEST-SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY
 KR0798'50 AND ALTERNATE U.S. HIGHWAY 95.  IT IS 56.1 FEET SOUTH OF THE
 KR0798'CENTER OF U.S. HIGHWAY 50 AND 2 FEET NORTH OF A WHITE WITNESS
 KR0798'POST.  THE MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 KR0798'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 KR0798'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS STAMPED
 KR0798'N 200 1935.
 KR0798'
 KR0798'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK
 KR0798'SET IN THE TOP OF A CONCRETE BLOCK WHICH PROJECTS 5 INCHES
 KR0798'ABOVE THE GROUND.  IT IS ABOUT 8 INCHES HIGHER THAN THE
 KR0798'STATION.  THE MARK IS STAMPED BENCH MARK N 200 NO 1 1951.
 KR0798'
 KR0798'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK
 KR0798'SET IN THE TOP OF A CONCRETE BLOCK WHICH PROJECTS 6 INCHES
 KR0798'ABOVE THE GROUND.  IT IS ABOUT 8 INCHES HIGHER THAN THE
 KR0798'STATION.  THE MARK IS STAMPED BENCH MARK N 200 NO 2 1951.
 KR0798'
 KR0798'BENCH MARK P 200, USED FOR THE AZIMUTH, IS LOCATED 80 FEET
 KR0798'NORTH OF THE CENTER OF U.S. HIGHWAY 50, 25 FEET WEST OF THE
 KR0798'CENTER OF A DIRT ROAD AND 4 FEET WEST OF A WHITE WITNESS POST.
 KR0798'IT IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 KR0798'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 KR0798'ABOVE THE GROUND.  THE MARK IS STAMPED P 200 1935.
 KR0798'
 KR0798'TO REACH FROM THE POST OFFICE IN DAYTON, GO NORTHEASTERLY ON
 KR0798'U.S. HIGHWAY 50 FOR 13.05 MILES TO THE STATION ON THE RIGHT.
 KR0798'A DRIVE STATION.
 KR0798'
 KR0798'TO REACH BENCH MARK P 200 FROM THE STATION, GO EASTERLY ON
 KR0798'U.S. HIGHWAY 50 FOR 1.1 MILES TO A DIRT ROAD LEFT AND THE MARK
 KR0798'AS DESCRIBED ABOVE.
 KR0798
 KR0798                          STATION RECOVERY (1955)
 KR0798
 KR0798'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KR0798'RECOVERED AS DESCRIBED BY CGS.  ALSO IN CGS LEVEL LINE.
 KR0798
 KR0798                          STATION RECOVERY (1956)
 KR0798
 KR0798'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KR0798'RECOVERED AS DESCRIBED BY CGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0576 ***********************************************************************
 JR0576  DESIGNATION -  N 201
 JR0576  PID         -  JR0576
 JR0576  STATE/COUNTY-  NV/DOUGLAS
 JR0576  USGS QUAD   -  TOPAZ LAKE (1988)
 JR0576
 JR0576                         *CURRENT SURVEY CONTROL
 JR0576  ___________________________________________________________________
 JR0576* NAD 83(1986)-  38 43 07.     (N)    119 33 14.     (W)     SCALED    
 JR0576* NAVD 88     -      1656.19   (+/-2cm)    5433.7    (feet)  VERTCON   
 JR0576  ___________________________________________________________________
 JR0576  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 JR0576
 JR0576  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0576
 JR0576.The horizontal coordinates were scaled from a topographic map and have
 JR0576.an estimated accuracy of +/- 6 seconds.
 JR0576
 JR0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0576.The vertical order pertains to the NGVD 29 superseded value.
 JR0576
 JR0576.The geoid height was determined by GEOID03.
 JR0576
 JR0576;                    North         East    Units  Estimated Accuracy
 JR0576;SPC NV W     - 4,440,810.      715,600.      MT  (+/- 180 meters Scaled)
 JR0576
 JR0576                          SUPERSEDED SURVEY CONTROL
 JR0576
 JR0576  NGVD 29 (??/??/92) 1654.962  (m)         5429.65   (f) ADJ UNCH    2 0
 JR0576
 JR0576.Superseded values are not recommended for survey control.
 JR0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0576.See file dsdata.txt to determine how the superseded data were derived.
 JR0576
 JR0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC779886(NAD 83)
 JR0576_MARKER: DB = BENCH MARK DISK
 JR0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0576_STAMPING: N 201 1935
 JR0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0576+STABILITY: SURFACE MOTION
 JR0576
 JR0576  HISTORY     - Date     Condition        Report By
 JR0576  HISTORY     - 1935     MONUMENTED       CGS
 JR0576
 JR0576                          STATION DESCRIPTION
 JR0576
 JR0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0576'2.1 MI S FROM HOLBROOK.
 JR0576'2.1 MILES SOUTH ALONG U.S. HIGHWAY 395 FROM HOLBROOK, DOUGLAS
 JR0576'COUNTY, 0.1 MILE FROM THE TOP OF A LONG HILL SOUTH OF THE JUNCTION
 JR0576'OF STATE HIGHWAY 3, 75 FEET NORTHWEST OF THE WEST HEADWALL OF A
 JR0576'SMALL CONCRETE CULVERT, 46.1 FEET WEST OF THE CENTERLINE OF THE
 JR0576'HIGHWAY, AND 2.1 FEET SOUTH OF POLE 99+24.  A STANDARD DISK,
 JR0576'STAMPED N 201 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0333 ***********************************************************************
 JR0333  DESIGNATION -  N 202
 JR0333  PID         -  JR0333
 JR0333  STATE/COUNTY-  NV/LYON
 JR0333  USGS QUAD   -  YERINGTON (1986)
 JR0333
 JR0333                         *CURRENT SURVEY CONTROL
 JR0333  ___________________________________________________________________
 JR0333* NAD 83(1986)-  38 57 50.     (N)    119 09 46.     (W)     SCALED    
 JR0333* NAVD 88     -      1341.53   (+/-2cm)    4401.3    (feet)  VERTCON   
 JR0333  ___________________________________________________________________
 JR0333  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JR0333
 JR0333  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0333
 JR0333.The horizontal coordinates were scaled from a topographic map and have
 JR0333.an estimated accuracy of +/- 6 seconds.
 JR0333
 JR0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0333.The vertical order pertains to the NGVD 29 superseded value.
 JR0333
 JR0333.The geoid height was determined by GEOID03.
 JR0333
 JR0333;                    North         East    Units  Estimated Accuracy
 JR0333;SPC NV W     - 4,467,750.      749,780.      MT  (+/- 180 meters Scaled)
 JR0333
 JR0333                          SUPERSEDED SURVEY CONTROL
 JR0333
 JR0333  NGVD 29 (??/??/92) 1340.487  (m)         4397.91   (f) ADJ UNCH    2 0
 JR0333
 JR0333.Superseded values are not recommended for survey control.
 JR0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0333.See file dsdata.txt to determine how the superseded data were derived.
 JR0333
 JR0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD126149(NAD 83)
 JR0333_MARKER: DB = BENCH MARK DISK
 JR0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0333_STAMPING: N 202 1935
 JR0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0333+STABILITY: SURFACE MOTION
 JR0333
 JR0333  HISTORY     - Date     Condition        Report By
 JR0333  HISTORY     - 1935     MONUMENTED       CGS
 JR0333  HISTORY     - 1984     MARK NOT FOUND   USGS
 JR0333
 JR0333                          STATION DESCRIPTION
 JR0333
 JR0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0333'1.6 MI S FROM YERINGTON.
 JR0333'1.6 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 JR0333'YERINGTON, LYON COUNTY, 0.2 MILE SOUTH OF A WHITE FARMHOUSE,
 JR0333'30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2.4 FEET EAST OF
 JR0333'POWER POLE 12242, AND 2.4 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 JR0333'A STANDARD DISK, STAMPED N 202 1935 AND SET IN THE TOP OF A
 JR0333'CONCRETE POST.
 JR0333
 JR0333                          STATION RECOVERY (1984)
 JR0333
 JR0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JR0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1060 ***********************************************************************
 KR1060  DESIGNATION -  N 208
 KR1060  PID         -  KR1060
 KR1060  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1060  USGS QUAD   -  GLENBROOK (1992)
 KR1060
 KR1060                         *CURRENT SURVEY CONTROL
 KR1060  ___________________________________________________________________
 KR1060* NAD 83(1986)-  39 07 16.     (N)    119 55 41.     (W)     SCALED    
 KR1060* NAVD 88     -      2081.53   (+/-2cm)    6829.2    (feet)  VERTCON   
 KR1060  ___________________________________________________________________
 KR1060  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 KR1060
 KR1060  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1060
 KR1060.The horizontal coordinates were scaled from a topographic map and have
 KR1060.an estimated accuracy of +/- 6 seconds.
 KR1060
 KR1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1060.The vertical order pertains to the NGVD 29 superseded value.
 KR1060
 KR1060.The geoid height was determined by GEOID03.
 KR1060
 KR1060;                    North         East    Units  Estimated Accuracy
 KR1060;SPC NV W     - 4,485,900.      683,720.      MT  (+/- 180 meters Scaled)
 KR1060
 KR1060                          SUPERSEDED SURVEY CONTROL
 KR1060
 KR1060  NGVD 29 (??/??/92) 2080.269  (m)         6825.02   (f) ADJ UNCH    2 0
 KR1060
 KR1060.Superseded values are not recommended for survey control.
 KR1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1060.See file dsdata.txt to determine how the superseded data were derived.
 KR1060
 KR1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD468343(NAD 83)
 KR1060_MARKER: DB = BENCH MARK DISK
 KR1060_SETTING: 80 = SET IN A BOULDER
 KR1060_STAMPING: N 208 1935
 KR1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1060+STABILITY: SURFACE MOTION
 KR1060
 KR1060  HISTORY     - Date     Condition        Report By
 KR1060  HISTORY     - 1935     MONUMENTED       CGS
 KR1060  HISTORY     - 1941     GOOD             NGS
 KR1060
 KR1060                          STATION DESCRIPTION
 KR1060
 KR1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KR1060'15.3 MI SW FROM CARSON CITY.
 KR1060'15.3 MILES SOUTHWEST OF CARSON CITY, ORMSBY COUNTY.  THIS BENCH MARK
 KR1060'MAY BE REACHED FROM THE POST OFFICE BY GOING 3.4 MILES SOUTH ALONG
 KR1060'U.S. HIGHWAY 395, THENCE 10.1 MILES WEST ALONG U.S. HIGHWAY 50, AND
 KR1060'THENCE 1.8 MILES NORTH ALONG STATE HIGHWAY 28.  IT IS NEAR THE MIDDLE
 KR1060'OF AN 0.4 MILE TANGENT, ON A VERY STEEP SOUTHWEST SLOPE COVERED WITH
 KR1060'BOULDERS, TREES AND BRUSH, 130 FEET SOUTHEAST OF THE SOUTHWEST END OF
 KR1060'AN 18-INCH CULVERT, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KR1060'HIGHWAY, 20 FEET NORTH OF A GROUP OF THREE PINE TREES WHICH HAVE THEIR
 KR1060'ROOTS ALMOST TOGETHER AND WHICH ARE SUPPORTING AN 800-POUND BOULDER,
 KR1060'IN THE TOP OF A BOULDER, AND ABOUT 8 FEET LOWER THAN THE HIGHWAY. A
 KR1060'STANDARD DISK, STAMPED N 208 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1091 ***********************************************************************
 KR1091  DESIGNATION -  N 209
 KR1091  PID         -  KR1091
 KR1091  STATE/COUNTY-  NV/DOUGLAS
 KR1091  USGS QUAD   -  MC TARNAHAN HILL (1994)
 KR1091
 KR1091                         *CURRENT SURVEY CONTROL
 KR1091  ___________________________________________________________________
 KR1091* NAD 83(1986)-  39 01 46.     (N)    119 38 33.     (W)     SCALED    
 KR1091* NAVD 88     -      1678.21   (+/-2cm)    5505.9    (feet)  VERTCON   
 KR1091  ___________________________________________________________________
 KR1091  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR1091
 KR1091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1091
 KR1091.The horizontal coordinates were scaled from a topographic map and have
 KR1091.an estimated accuracy of +/- 6 seconds.
 KR1091
 KR1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1091.The vertical order pertains to the NGVD 29 superseded value.
 KR1091
 KR1091.The geoid height was determined by GEOID03.
 KR1091
 KR1091;                    North         East    Units  Estimated Accuracy
 KR1091;SPC NV W     - 4,475,400.      708,290.      MT  (+/- 180 meters Scaled)
 KR1091
 KR1091                          SUPERSEDED SURVEY CONTROL
 KR1091
 KR1091  NGVD 29 (??/??/92) 1677.046  (m)         5502.11   (f) ADJ UNCH    2 0
 KR1091
 KR1091.Superseded values are not recommended for survey control.
 KR1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1091.See file dsdata.txt to determine how the superseded data were derived.
 KR1091
 KR1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD712233(NAD 83)
 KR1091_MARKER: DB = BENCH MARK DISK
 KR1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1091_STAMPING: N 209 1935
 KR1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1091+STABILITY: SURFACE MOTION
 KR1091
 KR1091  HISTORY     - Date     Condition        Report By
 KR1091  HISTORY     - 1935     MONUMENTED       CGS
 KR1091  HISTORY     - 1956     MARK NOT FOUND   NGS
 KR1091  HISTORY     - 1968     MARK NOT FOUND   USGS
 KR1091
 KR1091                          STATION DESCRIPTION
 KR1091
 KR1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KR1091'10.2 MI E FROM STEWART.
 KR1091'IN DOUGLAS COUNTY, 10.2 MILES EAST ALONG THE WABUSKA ROAD FROM THE
 KR1091'POST OFFICE AT STEWART, ORMSBY COUNTY, 0.4 MILE NORTH OF THE JUNCTION
 KR1091'OF A ROAD LEADING TO MINDEN, AT THE TOP OF A RIDGE, BETWEEN TWO DEEP
 KR1091'VALLEYS, AND 15 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.  A
 KR1091'STANDARD DISK, STAMPED N 209 1935 AND SET IN THE TOP OF A CONCRETE
 KR1091'POST.  NOTE-- THE ROAD HAS BEEN REBUILT IN THIS AREA.
 KR1091
 KR1091                          STATION RECOVERY (1968)
 KR1091
 KR1091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KR1091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0676 ***********************************************************************
 KR0676  DESIGNATION -  N 21
 KR0676  PID         -  KR0676
 KR0676  STATE/COUNTY-  NV/WASHOE
 KR0676  USGS QUAD   -  PAH RAH MTN (1985)
 KR0676
 KR0676                         *CURRENT SURVEY CONTROL
 KR0676  ___________________________________________________________________
 KR0676* NAD 83(1986)-  39 50 34.     (N)    119 27 03.     (W)     SCALED    
 KR0676* NAVD 88     -      1201.993  (meters)    3943.54   (feet)  ADJUSTED  
 KR0676  ___________________________________________________________________
 KR0676  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 KR0676  DYNAMIC HT  -        1200.991 (meters)    3940.25  (feet)  COMP
 KR0676  MODELED GRAV-     979,752.2   (mgal)                       NAVD 88
 KR0676
 KR0676  VERT ORDER  -  FIRST     CLASS II
 KR0676
 KR0676.The horizontal coordinates were scaled from a topographic map and have
 KR0676.an estimated accuracy of +/- 6 seconds.
 KR0676
 KR0676.The orthometric height was determined by differential leveling
 KR0676.and adjusted by the National Geodetic Survey in June 1991..
 KR0676
 KR0676.The geoid height was determined by GEOID03.
 KR0676
 KR0676.The dynamic height is computed by dividing the NAVD 88
 KR0676.geopotential number by the normal gravity value computed on the
 KR0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0676.degrees latitude (g = 980.6199 gals.).
 KR0676
 KR0676.The modeled gravity was interpolated from observed gravity values.
 KR0676
 KR0676;                    North         East    Units  Estimated Accuracy
 KR0676;SPC NV W     - 4,565,520.      725,760.      MT  (+/- 180 meters Scaled)
 KR0676
 KR0676                          SUPERSEDED SURVEY CONTROL
 KR0676
 KR0676  NGVD 29 (??/??/92) 1201.004  (m)         3940.29   (f) ADJ UNCH    1 2
 KR0676
 KR0676.Superseded values are not recommended for survey control.
 KR0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0676.See file dsdata.txt to determine how the superseded data were derived.
 KR0676
 KR0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKE903131(NAD 83)
 KR0676_MARKER: DB = BENCH MARK DISK
 KR0676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0676_SP_SET: ABUTMENT
 KR0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0676
 KR0676  HISTORY     - Date     Condition        Report By
 KR0676  HISTORY     - UNK      MONUMENTED       CGS
 KR0676  HISTORY     - 1931     GOOD             NGS
 KR0676  HISTORY     - 1934     GOOD             NGS
 KR0676
 KR0676                          STATION DESCRIPTION
 KR0676
 KR0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 KR0676'11.5 MI S FROM SUTCLIFFE.
 KR0676'ON SOUTHERN PACIFIC RAILROAD, 150 FT. SOUTHWEST OF MILE POST 297 AND
 KR0676'ON TOP OF SOUTHWEST CORNER OF HEADWALL OF BRIDGE NO. 296B.
 KR0676
 KR0676                          STATION RECOVERY (1934)
 KR0676
 KR0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KR0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1670 ***********************************************************************
 GR1670  DESIGNATION -  N 21
 GR1670  PID         -  GR1670
 GR1670  STATE/COUNTY-  NV/CLARK
 GR1670  USGS QUAD   -  BOULDER CANYON (1983)
 GR1670
 GR1670                         *CURRENT SURVEY CONTROL
 GR1670  ___________________________________________________________________
 GR1670* NAD 83(1994)-  36 08 32.09083(N)    114 36 01.80461(W)     ADJUSTED  
 GR1670* NAVD 88     -       340.7    (meters)    1118.     (feet)  VERTCON   
 GR1670  ___________________________________________________________________
 GR1670  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 GR1670  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 GR1670
 GR1670  HORZ ORDER  -  THIRD
 GR1670
 GR1670.The horizontal coordinates were established by classical geodetic methods
 GR1670.and adjusted by the National Geodetic Survey in June 1998..
 GR1670
 GR1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1670
 GR1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1670
 GR1670.The geoid height was determined by GEOID03.
 GR1670
 GR1670;                    North         East     Units Scale Factor Converg.
 GR1670;SPC NV E     - 8,154,900.165   288,448.834   MT  0.99999636   +0 34 46.9
 GR1670;SPC NV E     -26,754,868.29    946,352.55   sFT  0.99999636   +0 34 46.9
 GR1670;SPC AZ W     -   570,649.220   136,817.859   MT  1.00000550   -0 30 05.9
 GR1670;SPC AZ W     - 1,872,208.73    448,877.49   iFT  1.00000550   -0 30 05.9
 GR1670;UTM  11      - 4,002,393.127   715,891.445   MT  1.00017433   +1 24 56.7
 GR1670
 GR1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1670!SPC NV E     -   0.99995091  x   0.99999636  =   0.99994727
 GR1670!SPC AZ W     -   0.99995091  x   1.00000550  =   0.99995641
 GR1670!UTM  11      -   0.99995091  x   1.00017433  =   1.00012523
 GR1670
 GR1670                          SUPERSEDED SURVEY CONTROL
 GR1670
 GR1670  NAD 83(1994)-  36 08 32.09083(N)    114 36 01.80461(W) AD(       ) 3
 GR1670  NAD 83(1992)-  36 08 32.09084(N)    114 36 01.80462(W) AD(       ) 3
 GR1670  NAD 83(1986)-  36 08 32.07718(N)    114 36 01.79628(W) AD(       ) 3
 GR1670  NGVD 29 (06/27/88)  340.0    (m)         1115.     (f) VERT ANG       
 GR1670
 GR1670.Superseded values are not recommended for survey control.
 GR1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1670.See file dsdata.txt to determine how the superseded data were derived.
 GR1670
 GR1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1589102393(NAD 83)
 GR1670_MARKER: DS = TRIANGULATION STATION DISK
 GR1670_SETTING: 66 = SET IN ROCK OUTCROP
 GR1670_SP_SET: SET IN BEDROCK
 GR1670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1670+STABILITY: POSITION/ELEVATION WELL
 GR1670
 GR1670  HISTORY     - Date     Condition        Report By
 GR1670  HISTORY     - 1948     MONUMENTED       USGS
 GR1670
 GR1670                          STATION DESCRIPTION
 GR1670
 GR1670'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1670'NOT OCCUPIED.
 GR1670'
 GR1670'LOCATED ABOUT 3.9 MI NE. OF BEACON ISLAND, ABOUT 0.9 MI W. OF
 GR1670'N.P.S. REFLECTOR.  IN BOULDER CANYON, ON LONG, SHARP POINT FORMING
 GR1670'WEST SIDE OF SMALL INLET, ABOUT 10 FT. BELOW HIGH WATER MARK.
 GR1670'
 GR1670'STATION MARK--STANDARD TABLET STAMPED---N21 1948---, CEMENTED IN
 GR1670'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0826 ***********************************************************************
 KR0826  DESIGNATION -  N 210
 KR0826  PID         -  KR0826
 KR0826  STATE/COUNTY-  NV/LYON
 KR0826  USGS QUAD   -  MOUNT COMO (1993)
 KR0826
 KR0826                         *CURRENT SURVEY CONTROL
 KR0826  ___________________________________________________________________
 KR0826* NAD 83(1986)-  39 04 56.     (N)    119 23 48.     (W)     SCALED    
 KR0826* NAVD 88     -      1609.65   (+/-2cm)    5281.0    (feet)  VERTCON   
 KR0826  ___________________________________________________________________
 KR0826  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 KR0826
 KR0826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0826
 KR0826.The horizontal coordinates were scaled from a topographic map and have
 KR0826.an estimated accuracy of +/- 6 seconds.
 KR0826
 KR0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0826.The vertical order pertains to the NGVD 29 superseded value.
 KR0826
 KR0826.The geoid height was determined by GEOID03.
 KR0826
 KR0826;                    North         East    Units  Estimated Accuracy
 KR0826;SPC NV W     - 4,481,040.      729,630.      MT  (+/- 180 meters Scaled)
 KR0826
 KR0826                          SUPERSEDED SURVEY CONTROL
 KR0826
 KR0826  NGVD 29 (??/??/92) 1608.535  (m)         5277.34   (f) ADJ UNCH    2 0
 KR0826
 KR0826.Superseded values are not recommended for survey control.
 KR0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0826.See file dsdata.txt to determine how the superseded data were derived.
 KR0826
 KR0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD926286(NAD 83)
 KR0826_MARKER: DB = BENCH MARK DISK
 KR0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0826_STAMPING: N-210 1935
 KR0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0826+STABILITY: SURFACE MOTION
 KR0826
 KR0826  HISTORY     - Date     Condition        Report By
 KR0826  HISTORY     - 1935     MONUMENTED       CGS
 KR0826  HISTORY     - 1984     MARK NOT FOUND   USGS
 KR0826
 KR0826                          STATION DESCRIPTION
 KR0826
 KR0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KR0826'17.1 MI W FROM WABUSKA.
 KR0826'17.1 MILES WEST BY ROAD.  ALONG COUNTY ROAD BETWEEN WABUSKA AND CARSON
 KR0826'CITY.  TO REACH FROM POST OFFICE GO ABOUT 4.5 MILES NORTHWEST ALONG
 KR0826'ROAD WHICH PARALLELS THE CARSON AND COLORADO RAILROAD TO A POINT 0.5
 KR0826'MILE NORTHWEST OF MILE POST 324.  THENCE, SOUTHWESTWARD 12.6 MILES
 KR0826'ALONG CHURCHILL CANYON ROAD.  MARK IS ON THE EAST SIDE OF VALLEY ON
 KR0826'THE TOP OF THE FIRST HILL BELOW ROCK SLIDE.  MARK IS ABOUT 430 FEET
 KR0826'WEST OF THE CENTER LINE OF VALLEY, AND 19 FEET EAST OF THE CENTER LINE
 KR0826'OF ROAD.  MARK IS IN THE TOP OF A 6 INCH VITRIFIED CLAY PIPE FILLED
 KR0826'WITH CONCRETE.
 KR0826
 KR0826                          STATION RECOVERY (1984)
 KR0826
 KR0826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0387 ***********************************************************************
 JR0387  DESIGNATION -  N 211
 JR0387  PID         -  JR0387
 JR0387  STATE/COUNTY-  NV/LYON
 JR0387  USGS QUAD   -  PINE NUT VALLEY (1986)
 JR0387
 JR0387                         *CURRENT SURVEY CONTROL
 JR0387  ___________________________________________________________________
 JR0387* NAD 83(1986)-  38 55 42.     (N)    119 23 59.     (W)     SCALED    
 JR0387* NAVD 88     -      1408.30   (+/-2cm)    4620.4    (feet)  VERTCON   
 JR0387  ___________________________________________________________________
 JR0387  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 JR0387
 JR0387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0387
 JR0387.The horizontal coordinates were scaled from a topographic map and have
 JR0387.an estimated accuracy of +/- 6 seconds.
 JR0387
 JR0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0387.The vertical order pertains to the NGVD 29 superseded value.
 JR0387
 JR0387.The geoid height was determined by GEOID03.
 JR0387
 JR0387;                    North         East    Units  Estimated Accuracy
 JR0387;SPC NV W     - 4,463,960.      729,210.      MT  (+/- 180 meters Scaled)
 JR0387
 JR0387                          SUPERSEDED SURVEY CONTROL
 JR0387
 JR0387  NGVD 29 (??/??/92) 1407.203  (m)         4616.80   (f) ADJ UNCH    2 0
 JR0387
 JR0387.Superseded values are not recommended for survey control.
 JR0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0387.See file dsdata.txt to determine how the superseded data were derived.
 JR0387
 JR0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD919115(NAD 83)
 JR0387_MARKER: DB = BENCH MARK DISK
 JR0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0387_STAMPING: N 211 1935
 JR0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0387+STABILITY: SURFACE MOTION
 JR0387
 JR0387  HISTORY     - Date     Condition        Report By
 JR0387  HISTORY     - 1935     MONUMENTED       CGS
 JR0387  HISTORY     - 1957     GOOD             NGS
 JR0387
 JR0387                          STATION DESCRIPTION
 JR0387
 JR0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0387'14.3 MI N FROM WELLINGTON.
 JR0387'REVISED DESCRIPTION-- 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 3
 JR0387'FROM THE POST OFFICE AT WELLINGTON, THENCE 13.3 MILES NORTH
 JR0387'ALONG A ROAD LEADING TO ARTESIA RANCH, 1.9 MILES SOUTH OF THE
 JR0387'JUNCTION OF A ROAD LEADING TO LUDWIG MINE, ABOUT 285 FEET SOUTH
 JR0387'OF THE INTERSECTION OF AN EAST-AND-WEST ROAD, AND 26 FEET EAST
 JR0387'OF THE CENTERLINE OF THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0142 ***********************************************************************
 JR0142  DESIGNATION -  N 212
 JR0142  PID         -  JR0142
 JR0142  STATE/COUNTY-  NV/LYON
 JR0142  USGS QUAD   -  MITCHELL SPRING (1989)
 JR0142
 JR0142                         *CURRENT SURVEY CONTROL
 JR0142  ___________________________________________________________________
 JR0142* NAD 83(1986)-  38 34 21.     (N)    118 59 23.     (W)     SCALED    
 JR0142* NAVD 88     -      1521.96   (+/-2cm)    4993.3    (feet)  VERTCON   
 JR0142  ___________________________________________________________________
 JR0142  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 JR0142
 JR0142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0142
 JR0142.The horizontal coordinates were scaled from a topographic map and have
 JR0142.an estimated accuracy of +/- 6 seconds.
 JR0142
 JR0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0142.The vertical order pertains to the NGVD 29 superseded value.
 JR0142
 JR0142.The geoid height was determined by GEOID03.
 JR0142
 JR0142;                    North         East    Units  Estimated Accuracy
 JR0142;SPC NV W     - 4,424,220.      764,590.      MT  (+/- 180 meters Scaled)
 JR0142
 JR0142                          SUPERSEDED SURVEY CONTROL
 JR0142
 JR0142  NGVD 29 (??/??/92) 1520.754  (m)         4989.34   (f) ADJ UNCH    2 0
 JR0142
 JR0142.Superseded values are not recommended for survey control.
 JR0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0142.See file dsdata.txt to determine how the superseded data were derived.
 JR0142
 JR0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC266712(NAD 83)
 JR0142_MARKER: DB = BENCH MARK DISK
 JR0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0142_STAMPING: N 212 1935
 JR0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0142+STABILITY: SURFACE MOTION
 JR0142
 JR0142  HISTORY     - Date     Condition        Report By
 JR0142  HISTORY     - 1935     MONUMENTED       CGS
 JR0142  HISTORY     - 1940     GOOD             NGS
 JR0142  HISTORY     - 19850415 MARK NOT FOUND   USGS
 JR0142
 JR0142                          STATION DESCRIPTION
 JR0142
 JR0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0142'0.9 MI NW FROM WICHMAN.
 JR0142'ALONG EAST WALKER ROAD BETWEEN WICHMAN AND EAST WALKER SCHOOL.
 JR0142'TO REACH FROM WICHMAN POST OFFICE GO 0.7 MILE NORTHWEST TO POLI
 JR0142'RANCH, THENCE 0.2 MILE WEST.  BETWEEN TWO SMALL HILLS, SOUTH OF
 JR0142'EAST WALKER RIVER BOTTOM.  50 FEET SOUTH OF IRRIGATION DITCH,
 JR0142'43 FEET SOUTH OF FENCE RUNNING EAST AND WEST, AND 30 FEET SOUTH
 JR0142'OF CENTERLINE OF ROAD.  STANDARD TABLET IN TOP OF CONCRETE POST.
 JR0142
 JR0142                          STATION RECOVERY (1985)
 JR0142
 JR0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (JCR)
 JR0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0134 ***********************************************************************
 JR0134  DESIGNATION -  N 213
 JR0134  PID         -  JR0134
 JR0134  STATE/COUNTY-  NV/MINERAL
 JR0134  USGS QUAD   -  COPPER CANYON (1988)
 JR0134
 JR0134                         *CURRENT SURVEY CONTROL
 JR0134  ___________________________________________________________________
 JR0134* NAD 83(1986)-  38 43 30.     (N)    118 49 36.     (W)     SCALED    
 JR0134* NAVD 88     -      1907.91   (+/-2cm)    6259.5    (feet)  VERTCON   
 JR0134  ___________________________________________________________________
 JR0134  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 JR0134
 JR0134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0134
 JR0134.The horizontal coordinates were scaled from a topographic map and have
 JR0134.an estimated accuracy of +/- 6 seconds.
 JR0134
 JR0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0134.The vertical order pertains to the NGVD 29 superseded value.
 JR0134
 JR0134.The geoid height was determined by GEOID03.
 JR0134
 JR0134;                    North         East    Units  Estimated Accuracy
 JR0134;SPC NV W     - 4,441,100.      778,840.      MT  (+/- 180 meters Scaled)
 JR0134
 JR0134                          SUPERSEDED SURVEY CONTROL
 JR0134
 JR0134  NGVD 29 (??/??/92) 1906.702  (m)         6255.57   (f) ADJ UNCH    2 0
 JR0134
 JR0134.Superseded values are not recommended for survey control.
 JR0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0134.See file dsdata.txt to determine how the superseded data were derived.
 JR0134
 JR0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC412878(NAD 83)
 JR0134_MARKER: DB = BENCH MARK DISK
 JR0134_SETTING: 80 = SET IN A BOULDER
 JR0134_SP_SET: BOULDER
 JR0134_STAMPING: N-213 1935
 JR0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0134+STABILITY: SURFACE MOTION
 JR0134
 JR0134  HISTORY     - Date     Condition        Report By
 JR0134  HISTORY     - 1935     MONUMENTED       CGS
 JR0134  HISTORY     - 19840508 MARK NOT FOUND   USGS
 JR0134
 JR0134                          STATION DESCRIPTION
 JR0134
 JR0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JR0134'19.9 MI SW FROM SCHURZ.
 JR0134'19.9 MILES SOUTHWEST BY ROAD AND TRAIL.  ALONG OLD PACK TRAIL
 JR0134'BETWEEN WALKER LAKE AND WALKER RIVER.  TO REACH FROM POST
 JR0134'OFFICE GO 16.0 MILES SOUTHWEST ALONG STATE HIGHWAYS 1A AND 3
 JR0134'TO COPPER CANYON, THENCE, TURN RIGHT AND GO 3.9 MILES WEST
 JR0134'UP THE CANYON.  MARK IS AT THE WEST END OF A DRY WASH IN COPPER
 JR0134'CANYON, IN THE TOP OF A GRANITE BOULDER WHICH IS ON A SOUTHERLY
 JR0134'SLOPE ABOVE THE WASH, ABOUT 2.0 MILES EAST OF THE SUMMIT OF THE
 JR0134'MOUNTAIN, ABOUT 0.3 MILE EAST OF OLD MINERS SHACK, 64 FEET SOUTH
 JR0134'OF THE CENTER LINE OF THE DRY WASH, AND ABOUT 3 FEET ABOVE
 JR0134'THE GROUND.  NOTE-- THE PACK TRAIL ALONG WHICH THIS LINE WAS
 JR0134'RUN IS NO LONGER IN USE, AND SINCE THERE ARE MANY WILD ANIMAL
 JR0134'TRAILS IN THIS VICINITY, THE ACTUAL LOCATION OF THIS BM REMAINS
 JR0134'DOUBTFUL.  THE RUINS OF TWO OLD MINERS SHACKS WERE FOUND BUT
 JR0134'IT IS NOT KNOWN IF EITHER IS THE ONE REFERRED TO.
 JR0134
 JR0134                          STATION RECOVERY (1984)
 JR0134
 JR0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (RBR)
 JR0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0284 ***********************************************************************
 KR0284  DESIGNATION -  N 214
 KR0284  PID         -  KR0284
 KR0284  STATE/COUNTY-  NV/MINERAL
 KR0284  USGS QUAD   -  WEBER DAM (1987)
 KR0284
 KR0284                         *CURRENT SURVEY CONTROL
 KR0284  ___________________________________________________________________
 KR0284* NAD 83(1986)-  39 02 58.     (N)    118 47 46.     (W)     SCALED    
 KR0284* NAVD 88     -      1441.32   (+/-2cm)    4728.7    (feet)  VERTCON   
 KR0284  ___________________________________________________________________
 KR0284  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 KR0284
 KR0284  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0284
 KR0284.The horizontal coordinates were scaled from a topographic map and have
 KR0284.an estimated accuracy of +/- 6 seconds.
 KR0284
 KR0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0284.The vertical order pertains to the NGVD 29 superseded value.
 KR0284
 KR0284.The geoid height was determined by GEOID03.
 KR0284
 KR0284;                    North         East    Units  Estimated Accuracy
 KR0284;SPC NV W     - 4,477,110.      781,580.      MT  (+/- 180 meters Scaled)
 KR0284
 KR0284                          SUPERSEDED SURVEY CONTROL
 KR0284
 KR0284  NGVD 29 (??/??/92) 1440.270  (m)         4725.29   (f) ADJ UNCH    1 2
 KR0284
 KR0284.Superseded values are not recommended for survey control.
 KR0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0284.See file dsdata.txt to determine how the superseded data were derived.
 KR0284
 KR0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD445237(NAD 83)
 KR0284_MARKER: DB = BENCH MARK DISK
 KR0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0284_STAMPING: N 214 1935
 KR0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0284+STABILITY: SURFACE MOTION
 KR0284
 KR0284  HISTORY     - Date     Condition        Report By
 KR0284  HISTORY     - 1935     MONUMENTED       CGS
 KR0284  HISTORY     - 1955     GOOD             NGS
 KR0284  HISTORY     - 1965     MARK NOT FOUND   NGS
 KR0284  HISTORY     - 1984     GOOD             USGS
 KR0284
 KR0284                          STATION DESCRIPTION
 KR0284
 KR0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KR0284'7.0 MI N FROM SCHURZ.
 KR0284'7.0 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE CROSSING OF THE
 KR0284'SOUTHERN PACIFIC COMPANY RAILROAD AT SCHURZ, NEAR THE TOP OF A RIDGE,
 KR0284'AT THE Y JUNCTION OF A GRADED ROAD LEADING NORTH, 95.4 FEET NORTHWEST
 KR0284'OF THE CENTER LINE OF THE HIGHWAY, 74 1/2 FEET WEST OF THE CENTER LINE
 KR0284'OF THE ROAD, 1.8 FEET NORTHEAST OF A 4-BY 4-INCH WOODEN POST
 KR0284'PROJECTING 4 1/2 FEET ABOVE THE GROUND, ABOUT 2 1/2 FEET LOWER THAN
 KR0284'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 KR0284'ABOVE THE GROUND.
 KR0284
 KR0284                          STATION RECOVERY (1965)
 KR0284
 KR0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KR0284'MARK NOT FOUND.
 KR0284
 KR0284                          STATION RECOVERY (1984)
 KR0284
 KR0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KR0284'7.0 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE CROSSING OF THE
 KR0284'SOUTHERN PACIFIC RAILROAD AT SCHURZ, NEAR THE TOP OF A RIDGE, AT THE
 KR0284''Y' JUNCTION OF THE OLD HIGHWAY LEADING NORTH, 190.0 FEET NORTHWEST
 KR0284'OF THE CENTERLINE OF THE HIGHWAY, AND 95.4 FEET WEST OF THE
 KR0284'CENTERLINE OF THE OLD HIGHWAY, AND 74.5 WEST OF THE CENTERLINE OF
 KR0284'ANOTHER ROAD LEADING NORTH FROM THE OLD HIGHWAY BED, 1.8 FEET
 KR0284'NORTHEAST OF A 4-BY 4-WOODEN POST. SET IN THE TOP OF CONCRETE POST
 KR0284'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0319 ***********************************************************************
 KR0319  DESIGNATION -  N 215
 KR0319  PID         -  KR0319
 KR0319  STATE/COUNTY-  NV/CHURCHILL
 KR0319  USGS QUAD   -  SOUTH OF FALLON (1985)
 KR0319
 KR0319                         *CURRENT SURVEY CONTROL
 KR0319  ___________________________________________________________________
 KR0319* NAD 83(1986)-  39 19 44.     (N)    118 46 54.     (W)     SCALED    
 KR0319* NAVD 88     -      1194.09   (+/-2cm)    3917.6    (feet)  VERTCON   
 KR0319  ___________________________________________________________________
 KR0319  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 KR0319
 KR0319  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0319
 KR0319.The horizontal coordinates were scaled from a topographic map and have
 KR0319.an estimated accuracy of +/- 6 seconds.
 KR0319
 KR0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0319.The vertical order pertains to the NGVD 29 superseded value.
 KR0319
 KR0319.The geoid height was determined by GEOID03.
 KR0319
 KR0319;                    North         East    Units  Estimated Accuracy
 KR0319;SPC NV W     - 4,508,130.      782,900.      MT  (+/- 180 meters Scaled)
 KR0319
 KR0319                          SUPERSEDED SURVEY CONTROL
 KR0319
 KR0319  NGVD 29 (??/??/92) 1193.117  (m)         3914.42   (f) ADJ UNCH    1 2
 KR0319
 KR0319.Superseded values are not recommended for survey control.
 KR0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0319.See file dsdata.txt to determine how the superseded data were derived.
 KR0319
 KR0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD464547(NAD 83)
 KR0319_MARKER: DB = BENCH MARK DISK
 KR0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0319_STAMPING: N 215 1935
 KR0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0319+STABILITY: SURFACE MOTION
 KR0319
 KR0319  HISTORY     - Date     Condition        Report By
 KR0319  HISTORY     - 1935     MONUMENTED       CGS
 KR0319  HISTORY     - 1967     GOOD             NGS
 KR0319
 KR0319                          STATION DESCRIPTION
 KR0319
 KR0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0319'10.2 MI S FROM FALLON.
 KR0319'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0319'FROM THE CITY HALL AT FALLON, THENCE 10.15 MILES SOUTH ALONG U.S.
 KR0319'HIGHWAY 95, IN SECTION 18, T 17 N, R 29 E, 0.25 MILE SOUTH OF A RANCH
 KR0319'HOUSE ON THE EAST SIDE OF THE HIGHWAY, AT THE JUNCTION OF THE HIGHWAY
 KR0319'AND A FIELD ROAD, AT THE JUNCTION OF A NORTH-SOUTH IRRIGATION CANAL
 KR0319'AND AN IRRIGATION CANAL WHICH LEADS EAST, 85 FEET EAST OF AND ACROSS
 KR0319'AN IRRIGATION CANAL FROM THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTH
 KR0319'OF THE CENTER LINE OF THE FIELD ROAD, 53 1/2 FEET WEST OF THE NORTH
 KR0319'GATE POST FOR A LARGE WOODEN GATE, 21 1/2 FEET EAST OF THE NORTHEAST
 KR0319'CORNER OF A WOODEN BRIDGE OVER THE IRRIGATION CANAL, 5 FEET WEST OF
 KR0319'THE NORTH-SOUTH FENCE, 1 FOOT NORTH OF THE EAST-WEST FENCE, 1.0 FOOT
 KR0319'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 KR0319'IN THE TOP OF A CONCRETE POST WHICH IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0372 ***********************************************************************
 JR0372  DESIGNATION -  N 217
 JR0372  PID         -  JR0372
 JR0372  STATE/COUNTY-  NV/LYON
 JR0372  USGS QUAD   -  YERINGTON SE (1986)
 JR0372
 JR0372                         *CURRENT SURVEY CONTROL
 JR0372  ___________________________________________________________________
 JR0372* NAD 83(1986)-  38 50 03.     (N)    119 04 17.     (W)     SCALED    
 JR0372* NAVD 88     -      1395.79   (+/-2cm)    4579.4    (feet)  VERTCON   
 JR0372  ___________________________________________________________________
 JR0372  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JR0372
 JR0372  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0372
 JR0372.The horizontal coordinates were scaled from a topographic map and have
 JR0372.an estimated accuracy of +/- 6 seconds.
 JR0372
 JR0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0372.The vertical order pertains to the NGVD 29 superseded value.
 JR0372
 JR0372.The geoid height was determined by GEOID03.
 JR0372
 JR0372;                    North         East    Units  Estimated Accuracy
 JR0372;SPC NV W     - 4,453,300.      757,630.      MT  (+/- 180 meters Scaled)
 JR0372
 JR0372                          SUPERSEDED SURVEY CONTROL
 JR0372
 JR0372  NGVD 29 (??/??/92) 1394.708  (m)         4575.80   (f) ADJ UNCH    2 0
 JR0372
 JR0372.Superseded values are not recommended for survey control.
 JR0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0372.See file dsdata.txt to determine how the superseded data were derived.
 JR0372
 JR0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD202004(NAD 83)
 JR0372_MARKER: DB = BENCH MARK DISK
 JR0372_SETTING: 66 = SET IN ROCK OUTCROP
 JR0372_SP_SET: ROCK OUTCROP
 JR0372_STAMPING: N 217 1935
 JR0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0372+STABILITY: POSITION/ELEVATION WELL
 JR0372
 JR0372  HISTORY     - Date     Condition        Report By
 JR0372  HISTORY     - 1935     MONUMENTED       CGS
 JR0372  HISTORY     - 1940     GOOD             NGS
 JR0372
 JR0372                          STATION DESCRIPTION
 JR0372
 JR0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0372'15.8 MI SE FROM YERINGTON.
 JR0372'11.0 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 JR0372'YERINGTON, LYON COUNTY, THENCE 3.8 MILES EAST ALONG A GRADED
 JR0372'ROAD LEADING TO A ROAD JUNCTION 0.1 MILE EAST OF A BRIDGE OVER
 JR0372'EAST WALKER RIVER, AND THENCE 1.0 MILE SOUTHEAST ALONG THE
 JR0372'EAST WALKER ROAD, IN A SMALL WASH RUNNING DOWN THE SIDE OF A
 JR0372'HILL COVERED WITH GRANITE BOULDERS, 109 FEET EAST OF A FENCE, 95
 JR0372'FEET EAST OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A
 JR0372'ROCK OUTCROP.  A STANDARD DISK, STAMPED N 217 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1204 ***********************************************************************
 KR1204  DESIGNATION -  N 22
 KR1204  PID         -  KR1204
 KR1204  STATE/COUNTY-  NV/WASHOE
 KR1204  USGS QUAD   -  RENO (1982)
 KR1204
 KR1204                         *CURRENT SURVEY CONTROL
 KR1204  ___________________________________________________________________
 KR1204* NAD 83(1986)-  39 33 13.     (N)    119 49 19.     (W)     SCALED    
 KR1204* NAVD 88     -      1441.159  (meters)    4728.20   (feet)  ADJUSTED  
 KR1204  ___________________________________________________________________
 KR1204  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KR1204  DYNAMIC HT  -        1439.843 (meters)    4723.88  (feet)  COMP
 KR1204  MODELED GRAV-     979,663.1   (mgal)                       NAVD 88
 KR1204
 KR1204  VERT ORDER  -  SECOND    CLASS 0
 KR1204
 KR1204.The horizontal coordinates were scaled from a topographic map and have
 KR1204.an estimated accuracy of +/- 6 seconds.
 KR1204
 KR1204.The orthometric height was determined by differential leveling
 KR1204.and adjusted by the National Geodetic Survey in June 1991..
 KR1204
 KR1204.The geoid height was determined by GEOID03.
 KR1204
 KR1204.The dynamic height is computed by dividing the NAVD 88
 KR1204.geopotential number by the normal gravity value computed on the
 KR1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1204.degrees latitude (g = 980.6199 gals.).
 KR1204
 KR1204.The modeled gravity was interpolated from observed gravity values.
 KR1204
 KR1204;                    North         East    Units  Estimated Accuracy
 KR1204;SPC NV W     - 4,533,790.      693,550.      MT  (+/- 180 meters Scaled)
 KR1204
 KR1204                          SUPERSEDED SURVEY CONTROL
 KR1204
 KR1204  NGVD 29 (??/??/92) 1440.035  (m)         4724.51   (f) ADJ UNCH    2 0
 KR1204
 KR1204.Superseded values are not recommended for survey control.
 KR1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1204.See file dsdata.txt to determine how the superseded data were derived.
 KR1204
 KR1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD575820(NAD 83)
 KR1204_MARKER: DB = BENCH MARK DISK
 KR1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1204+STABILITY: SURFACE MOTION
 KR1204
 KR1204  HISTORY     - Date     Condition        Report By
 KR1204  HISTORY     - UNK      MONUMENTED       CGS
 KR1204  HISTORY     - 1932     GOOD             NGS
 KR1204  HISTORY     - 1941     GOOD             NGS
 KR1204
 KR1204                          STATION DESCRIPTION
 KR1204
 KR1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KR1204'2.8 MI NW FROM RENO.
 KR1204'60 FT. NORTH OF WESTERN PACIFIC R.R. TRACK.  5 POLES WEST OF MILEPOST
 KR1204'30.  IN ROCK LEDGE ON EDGE OF STEEP BANK JUST WEST OF HIGH ROCK
 KR1204'MONUMENT.
 KR1204
 KR1204                          STATION RECOVERY (1941)
 KR1204
 KR1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KR1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1671 ***********************************************************************
 GR1671  DESIGNATION -  N 22
 GR1671  PID         -  GR1671
 GR1671  STATE/COUNTY-  NV/CLARK
 GR1671  USGS QUAD   -  BOULDER CANYON (1983)
 GR1671
 GR1671                         *CURRENT SURVEY CONTROL
 GR1671  ___________________________________________________________________
 GR1671* NAD 83(1994)-  36 08 41.24648(N)    114 35 46.68682(W)     ADJUSTED  
 GR1671* NAVD 88     -       384.7    (meters)    1262.     (feet)  VERTCON   
 GR1671  ___________________________________________________________________
 GR1671  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 GR1671  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GR1671
 GR1671  HORZ ORDER  -  THIRD
 GR1671
 GR1671.The horizontal coordinates were established by classical geodetic methods
 GR1671.and adjusted by the National Geodetic Survey in June 1998..
 GR1671
 GR1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1671
 GR1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1671
 GR1671.The geoid height was determined by GEOID03.
 GR1671
 GR1671;                    North         East     Units Scale Factor Converg.
 GR1671;SPC NV E     - 8,155,186.183   288,823.897   MT  0.99999718   +0 34 56.0
 GR1671;SPC NV E     -26,755,806.67    947,583.07   sFT  0.99999718   +0 34 56.0
 GR1671;SPC AZ W     -   570,928.111   137,198.256   MT  1.00000478   -0 29 57.1
 GR1671;SPC AZ W     - 1,873,123.72    450,125.51   iFT  1.00000478   -0 29 57.1
 GR1671;UTM  11      - 4,002,684.640   716,262.360   MT  1.00017630   +1 25 05.9
 GR1671
 GR1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1671!SPC NV E     -   0.99994400  x   0.99999718  =   0.99994118
 GR1671!SPC AZ W     -   0.99994400  x   1.00000478  =   0.99994878
 GR1671!UTM  11      -   0.99994400  x   1.00017630  =   1.00012029
 GR1671
 GR1671:                Primary Azimuth Mark                     Grid Az
 GR1671:SPC NV E     -  A 15                                     181 12 26.9
 GR1671:SPC AZ W     -  A 15                                     182 17 20.0
 GR1671:UTM  11      -  A 15                                     180 22 17.0
 GR1671
 GR1671|---------------------------------------------------------------------|
 GR1671| PID    Reference Object                     Distance      Geod. Az  |
 GR1671|                                                           dddmmss.s |
 GR1671| GR1483 A 15                                APPROX. 1.1 KM 1814722.9 |
 GR1671|---------------------------------------------------------------------|
 GR1671
 GR1671                          SUPERSEDED SURVEY CONTROL
 GR1671
 GR1671  NAD 83(1994)-  36 08 41.24648(N)    114 35 46.68682(W) AD(       ) 3
 GR1671  NAD 83(1992)-  36 08 41.24647(N)    114 35 46.68682(W) AD(       ) 3
 GR1671  NAD 83(1986)-  36 08 41.23285(N)    114 35 46.67866(W) AD(       ) 3
 GR1671  NGVD 29 (06/27/88)  384.0    (m)         1260.     (f) VERT ANG       
 GR1671
 GR1671.Superseded values are not recommended for survey control.
 GR1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1671.See file dsdata.txt to determine how the superseded data were derived.
 GR1671
 GR1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1626202685(NAD 83)
 GR1671_MARKER: DS = TRIANGULATION STATION DISK
 GR1671_SETTING: 66 = SET IN ROCK OUTCROP
 GR1671_SP_SET: SET IN BEDROCK
 GR1671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1671+STABILITY: POSITION/ELEVATION WELL
 GR1671
 GR1671  HISTORY     - Date     Condition        Report By
 GR1671  HISTORY     - 1948     MONUMENTED       USGS
 GR1671
 GR1671                          STATION DESCRIPTION
 GR1671
 GR1671'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1671'LOCATED ABOUT 4.3 MI E. OF BEACON ISLAND, ABOUT 0.6 MI W. OF
 GR1671'N.P.S. REFLECTOR.  IN BOULDER CANYON, ON THIRD POINT E. OF SMALL
 GR1671'INLET, ON HIGH WATER MARK.
 GR1671'
 GR1671'TO REACH NOT GIVEN.
 GR1671'
 GR1671'STATION MARK--STANDARD TABLET STAMPED---N22 1948---, CEMENTED IN
 GR1671'BEDROCK.
 GR1671'
 GR1671'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0313 ***********************************************************************
 JQ0313  DESIGNATION -  N 23
 JQ0313  PID         -  JQ0313
 JQ0313  STATE/COUNTY-  NV/MINERAL
 JQ0313  USGS QUAD   -  BETTLES WELL (1980)
 JQ0313
 JQ0313                         *CURRENT SURVEY CONTROL
 JQ0313  ___________________________________________________________________
 JQ0313* NAD 83(1986)-  38 27 27.     (N)    117 55 32.     (W)     SCALED    
 JQ0313* NAVD 88     -      1963.797  (meters)    6442.89   (feet)  ADJUSTED  
 JQ0313  ___________________________________________________________________
 JQ0313  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 JQ0313  DYNAMIC HT  -        1961.646 (meters)    6435.83  (feet)  COMP
 JQ0313  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 JQ0313
 JQ0313  VERT ORDER  -  FIRST     CLASS II
 JQ0313
 JQ0313.The horizontal coordinates were scaled from a topographic map and have
 JQ0313.an estimated accuracy of +/- 6 seconds.
 JQ0313
 JQ0313.The orthometric height was determined by differential leveling
 JQ0313.and adjusted by the National Geodetic Survey in June 1991..
 JQ0313
 JQ0313.The geoid height was determined by GEOID03.
 JQ0313
 JQ0313.The dynamic height is computed by dividing the NAVD 88
 JQ0313.geopotential number by the normal gravity value computed on the
 JQ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0313.degrees latitude (g = 980.6199 gals.).
 JQ0313
 JQ0313.The modeled gravity was interpolated from observed gravity values.
 JQ0313
 JQ0313;                    North         East    Units  Estimated Accuracy
 JQ0313;SPC NV W     - 4,411,590.      857,410.      MT  (+/- 180 meters Scaled)
 JQ0313
 JQ0313                          SUPERSEDED SURVEY CONTROL
 JQ0313
 JQ0313  NGVD 29 (??/??/92) 1962.557  (m)         6438.82   (f) ADJ UNCH    1 2
 JQ0313
 JQ0313.Superseded values are not recommended for survey control.
 JQ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0313.See file dsdata.txt to determine how the superseded data were derived.
 JQ0313
 JQ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC192569(NAD 83)
 JQ0313_MARKER: DB = BENCH MARK DISK
 JQ0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0313_STAMPING: 6438.790 N 23 1933
 JQ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0313+STABILITY: SURFACE MOTION
 JQ0313
 JQ0313  HISTORY     - Date     Condition        Report By
 JQ0313  HISTORY     - 1933     MONUMENTED       CGS
 JQ0313  HISTORY     - 1934     GOOD             NGS
 JQ0313
 JQ0313                          STATION DESCRIPTION
 JQ0313
 JQ0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0313'12.6 MI NE FROM MINA.
 JQ0313'12.6 MILES NORTHEAST ALONG THE ROAD TO CLOVERDALE RANCH FROM MINA,
 JQ0313'MINERAL COUNTY, ON THE SUMMIT OF PILOT MOUNTAINS, AND 30 FEET EAST OF
 JQ0313'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED 6438.790 N 23
 JQ0313'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 JQ0313'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1672 ***********************************************************************
 GR1672  DESIGNATION -  N 23
 GR1672  PID         -  GR1672
 GR1672  STATE/COUNTY-  NV/CLARK
 GR1672  USGS QUAD   -  BOULDER CANYON (1983)
 GR1672
 GR1672                         *CURRENT SURVEY CONTROL
 GR1672  ___________________________________________________________________
 GR1672* NAD 83(1994)-  36 08 56.40919(N)    114 35 18.42640(W)     ADJUSTED  
 GR1672* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1672  ___________________________________________________________________
 GR1672  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 GR1672  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GR1672
 GR1672  HORZ ORDER  -  THIRD
 GR1672
 GR1672.The horizontal coordinates were established by classical geodetic methods
 GR1672.and adjusted by the National Geodetic Survey in June 1998..
 GR1672
 GR1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1672
 GR1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1672
 GR1672.The geoid height was determined by GEOID03.
 GR1672
 GR1672;                    North         East     Units Scale Factor Converg.
 GR1672;SPC NV E     - 8,155,660.721   289,525.571   MT  0.99999872   +0 35 12.9
 GR1672;SPC NV E     -26,757,363.55    949,885.14   sFT  0.99999872   +0 35 12.9
 GR1672;SPC AZ W     -   571,389.324   137,908.766   MT  1.00000345   -0 29 40.6
 GR1672;SPC AZ W     - 1,874,636.89    452,456.58   iFT  1.00000345   -0 29 40.6
 GR1672;UTM  11      - 4,003,169.454   716,957.160   MT  1.00018001   +1 25 23.1
 GR1672
 GR1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1672!SPC NV E     -   0.99994698  x   0.99999872  =   0.99994570
 GR1672!SPC AZ W     -   0.99994698  x   1.00000345  =   0.99995043
 GR1672!UTM  11      -   0.99994698  x   1.00018001  =   1.00012698
 GR1672
 GR1672:                Primary Azimuth Mark                     Grid Az
 GR1672:SPC NV E     -  A 16                                     193 53 19.6
 GR1672:SPC AZ W     -  A 16                                     194 58 13.1
 GR1672:UTM  11      -  A 16                                     193 03 09.4
 GR1672
 GR1672|---------------------------------------------------------------------|
 GR1672| PID    Reference Object                     Distance      Geod. Az  |
 GR1672|                                                           dddmmss.s |
 GR1672| GR1484 A 16                                APPROX. 1.2 KM 1942832.5 |
 GR1672|---------------------------------------------------------------------|
 GR1672
 GR1672                          SUPERSEDED SURVEY CONTROL
 GR1672
 GR1672  NAD 83(1994)-  36 08 56.40919(N)    114 35 18.42640(W) AD(       ) 3
 GR1672  NAD 83(1992)-  36 08 56.40918(N)    114 35 18.42640(W) AD(       ) 3
 GR1672  NAD 83(1986)-  36 08 56.39563(N)    114 35 18.41856(W) AD(       ) 3
 GR1672  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1672
 GR1672.Superseded values are not recommended for survey control.
 GR1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1672.See file dsdata.txt to determine how the superseded data were derived.
 GR1672
 GR1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1695703169(NAD 83)
 GR1672_MARKER: DS = TRIANGULATION STATION DISK
 GR1672_SETTING: 66 = SET IN ROCK OUTCROP
 GR1672_SP_SET: SET IN ROCK OUTCROP
 GR1672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1672+STABILITY: POSITION/ELEVATION WELL
 GR1672
 GR1672  HISTORY     - Date     Condition        Report By
 GR1672  HISTORY     - 1948     MONUMENTED       USGS
 GR1672
 GR1672                          STATION DESCRIPTION
 GR1672
 GR1672'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1672'LOCATED ABOUT 4.8 MI E. OF BEACON ISLAND, ABOUT 0.5 MI N. OF
 GR1672'N.P.S. REFLECTOR.  IN BOULDER CANYON, OPPOSITE WISHING WELL COVE,
 GR1672'ON ROCKY POINT WHICH FORMS WEST SIDE OF LONG, NARROW INLET, ABOUT
 GR1672'40 FT. ABOVE HIGH WATER MARK.
 GR1672'
 GR1672'TO REACH NOT GIVEN.
 GR1672'
 GR1672'STATION MARK--STANDARD TABLET STAMPED---N23 1948---, CEMENTED IN
 GR1672'ROCK OUTCROP.
 GR1672'
 GR1672'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0342 ***********************************************************************
 JQ0342  DESIGNATION -  N 24
 JQ0342  PID         -  JQ0342
 JQ0342  STATE/COUNTY-  NV/NYE
 JQ0342  USGS QUAD   -  GOLDYKE (1979)
 JQ0342
 JQ0342                         *CURRENT SURVEY CONTROL
 JQ0342  ___________________________________________________________________
 JQ0342* NAD 83(1986)-  38 39 04.     (N)    117 48 18.     (W)     SCALED    
 JQ0342* NAVD 88     -      1797.976  (meters)    5898.86   (feet)  ADJUSTED  
 JQ0342  ___________________________________________________________________
 JQ0342  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 JQ0342  DYNAMIC HT  -        1796.062 (meters)    5892.58  (feet)  COMP
 JQ0342  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 JQ0342
 JQ0342  VERT ORDER  -  FIRST     CLASS II
 JQ0342
 JQ0342.The horizontal coordinates were scaled from a topographic map and have
 JQ0342.an estimated accuracy of +/- 6 seconds.
 JQ0342
 JQ0342.The orthometric height was determined by differential leveling
 JQ0342.and adjusted by the National Geodetic Survey in June 1991..
 JQ0342
 JQ0342.The geoid height was determined by GEOID03.
 JQ0342
 JQ0342.The dynamic height is computed by dividing the NAVD 88
 JQ0342.geopotential number by the normal gravity value computed on the
 JQ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0342.degrees latitude (g = 980.6199 gals.).
 JQ0342
 JQ0342.The modeled gravity was interpolated from observed gravity values.
 JQ0342
 JQ0342;                    North         East    Units  Estimated Accuracy
 JQ0342;SPC NV C     - 6,433,490.      400,920.      MT  (+/- 180 meters Scaled)
 JQ0342
 JQ0342                          SUPERSEDED SURVEY CONTROL
 JQ0342
 JQ0342  NGVD 29 (??/??/92) 1796.733  (m)         5894.78   (f) ADJ UNCH    1 2
 JQ0342
 JQ0342.Superseded values are not recommended for survey control.
 JQ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0342.See file dsdata.txt to determine how the superseded data were derived.
 JQ0342
 JQ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC299783(NAD 83)
 JQ0342_MARKER: DB = BENCH MARK DISK
 JQ0342_SETTING: 80 = SET IN A BOULDER
 JQ0342_STAMPING: 5894.775 N 24 1933
 JQ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0342+STABILITY: SURFACE MOTION
 JQ0342
 JQ0342  HISTORY     - Date     Condition        Report By
 JQ0342  HISTORY     - 1933     MONUMENTED       CGS
 JQ0342  HISTORY     - 1934     GOOD             NGS
 JQ0342
 JQ0342                          STATION DESCRIPTION
 JQ0342
 JQ0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0342'6.6 MI N FROM SIMON.
 JQ0342'IN NYE COUNTY, 6.6 MILES NORTH ALONG A ROAD FROM SIMON, MINERAL
 JQ0342'COUNTY, 3.0 MILES NORTHEAST ALONG THE ROAD TO PACTOLUS FROM WARRIOR
 JQ0342'MINE, 105 FEET WEST OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A
 JQ0342'PYRAMID-SHAPED LAVA BOULDER.  A STANDARD DISK, STAMPED 5894.775 N 24
 JQ0342'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1673 ***********************************************************************
 GR1673  DESIGNATION -  N 24
 GR1673  PID         -  GR1673
 GR1673  STATE/COUNTY-  NV/CLARK
 GR1673  USGS QUAD   -  BOULDER CANYON (1983)
 GR1673
 GR1673                         *CURRENT SURVEY CONTROL
 GR1673  ___________________________________________________________________
 GR1673* NAD 83(1994)-  36 09 16.98599(N)    114 34 50.58370(W)     ADJUSTED  
 GR1673* NAVD 88     -       341.7    (meters)    1121.     (feet)  VERTCON   
 GR1673  ___________________________________________________________________
 GR1673  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 GR1673  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 GR1673
 GR1673  HORZ ORDER  -  THIRD
 GR1673
 GR1673.The horizontal coordinates were established by classical geodetic methods
 GR1673.and adjusted by the National Geodetic Survey in June 1998..
 GR1673
 GR1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1673
 GR1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1673
 GR1673.The geoid height was determined by GEOID03.
 GR1673
 GR1673;                    North         East     Units Scale Factor Converg.
 GR1673;SPC NV E     - 8,156,302.078   290,215.006   MT  1.00000025   +0 35 29.6
 GR1673;SPC NV E     -26,759,467.73    952,147.07   sFT  1.00000025   +0 35 29.6
 GR1673;SPC AZ W     -   572,017.555   138,610.186   MT  1.00000216   -0 29 24.4
 GR1673;SPC AZ W     - 1,876,698.02    454,757.83   iFT  1.00000216   -0 29 24.4
 GR1673;UTM  11      - 4,003,820.923   717,637.285   MT  1.00018365   +1 25 40.3
 GR1673
 GR1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1673!SPC NV E     -   0.99995074  x   1.00000025  =   0.99995099
 GR1673!SPC AZ W     -   0.99995074  x   1.00000216  =   0.99995290
 GR1673!UTM  11      -   0.99995074  x   1.00018365  =   1.00013438
 GR1673
 GR1673:                Primary Azimuth Mark                     Grid Az
 GR1673:SPC NV E     -  A 18                                     202 06 04.6
 GR1673:SPC AZ W     -  A 18                                     203 10 58.6
 GR1673:UTM  11      -  A 18                                     201 15 53.9
 GR1673
 GR1673|---------------------------------------------------------------------|
 GR1673| PID    Reference Object                     Distance      Geod. Az  |
 GR1673|                                                           dddmmss.s |
 GR1673| GR1486 A 18                                APPROX. 1.3 KM 2024134.2 |
 GR1673|---------------------------------------------------------------------|
 GR1673
 GR1673                          SUPERSEDED SURVEY CONTROL
 GR1673
 GR1673  NAD 83(1994)-  36 09 16.98600(N)    114 34 50.58370(W) AD(       ) 3
 GR1673  NAD 83(1992)-  36 09 16.98600(N)    114 34 50.58372(W) AD(       ) 3
 GR1673  NAD 83(1986)-  36 09 16.97254(N)    114 34 50.57614(W) AD(       ) 3
 GR1673  NGVD 29 (06/27/88)  341.0    (m)         1119.     (f) VERT ANG       
 GR1673
 GR1673.Superseded values are not recommended for survey control.
 GR1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1673.See file dsdata.txt to determine how the superseded data were derived.
 GR1673
 GR1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1763703821(NAD 83)
 GR1673_MARKER: DS = TRIANGULATION STATION DISK
 GR1673_SETTING: 80 = SET IN A BOULDER
 GR1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1673+STABILITY: SURFACE MOTION
 GR1673
 GR1673  HISTORY     - Date     Condition        Report By
 GR1673  HISTORY     - 1948     MONUMENTED       USGS
 GR1673
 GR1673                          STATION DESCRIPTION
 GR1673
 GR1673'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1673'LOCATED ABOUT 0.9 MI N. OF MOUTH OF WISHING WELL COVE.  IN BOULDER
 GR1673'CANYON, ON SMALL TOP AT JCT. OF TWO MAJOR SPUR RIDGES, ABOUT 800
 GR1673'FT. ABOVE HIGH WATER MARK.
 GR1673'
 GR1673'TO REACH NOT GIVEN.
 GR1673'
 GR1673'STATION MARK--STANDARD TABLET STAMPED---N24 1948---, CEMENTED IN
 GR1673'TOP OF ROCK IN PLACE.
 GR1673'
 GR1673'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0329 ***********************************************************************
 JQ0329  DESIGNATION -  N 25
 JQ0329  PID         -  JQ0329
 JQ0329  STATE/COUNTY-  NV/MINERAL
 JQ0329  USGS QUAD   -  DICALITE SUMMIT (1980)
 JQ0329
 JQ0329                         *CURRENT SURVEY CONTROL
 JQ0329  ___________________________________________________________________
 JQ0329* NAD 83(1986)-  38 29 22.     (N)    117 50 54.     (W)     SCALED    
 JQ0329* NAVD 88     -      1948.258  (meters)    6391.91   (feet)  ADJUSTED  
 JQ0329  ___________________________________________________________________
 JQ0329  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 JQ0329  DYNAMIC HT  -        1946.108 (meters)    6384.86  (feet)  COMP
 JQ0329  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 JQ0329
 JQ0329  VERT ORDER  -  FIRST     CLASS II
 JQ0329
 JQ0329.The horizontal coordinates were scaled from a topographic map and have
 JQ0329.an estimated accuracy of +/- 6 seconds.
 JQ0329
 JQ0329.The orthometric height was determined by differential leveling
 JQ0329.and adjusted by the National Geodetic Survey in June 1991..
 JQ0329
 JQ0329.The geoid height was determined by GEOID03.
 JQ0329
 JQ0329.The dynamic height is computed by dividing the NAVD 88
 JQ0329.geopotential number by the normal gravity value computed on the
 JQ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0329.degrees latitude (g = 980.6199 gals.).
 JQ0329
 JQ0329.The modeled gravity was interpolated from observed gravity values.
 JQ0329
 JQ0329;                    North         East    Units  Estimated Accuracy
 JQ0329;SPC NV W     - 4,415,180.      864,120.      MT  (+/- 180 meters Scaled)
 JQ0329
 JQ0329                          SUPERSEDED SURVEY CONTROL
 JQ0329
 JQ0329  NGVD 29 (??/??/92) 1946.987  (m)         6387.74   (f) ADJ UNCH    1 2
 JQ0329
 JQ0329.Superseded values are not recommended for survey control.
 JQ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0329.See file dsdata.txt to determine how the superseded data were derived.
 JQ0329
 JQ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC260604(NAD 83)
 JQ0329_MARKER: DB = BENCH MARK DISK
 JQ0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0329_STAMPING: 6387.714 N 25 1933
 JQ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0329+STABILITY: SURFACE MOTION
 JQ0329
 JQ0329  HISTORY     - Date     Condition        Report By
 JQ0329  HISTORY     - 1933     MONUMENTED       CGS
 JQ0329  HISTORY     - 1934     GOOD             NGS
 JQ0329
 JQ0329                          STATION DESCRIPTION
 JQ0329
 JQ0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JQ0329'17.9 MI NE FROM MINA.
 JQ0329'17.9 MILES NORTHEAST ALONG THE ROAD TO CLOVERDALE RANCH FROM MINA,
 JQ0329'MINERAL COUNTY, AND 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A
 JQ0329'STANDARD DISK, STAMPED 6387.714 N 25 1933 AND SET IN THE TOP OF A
 JQ0329'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1674 ***********************************************************************
 GR1674  DESIGNATION -  N 25
 GR1674  PID         -  GR1674
 GR1674  STATE/COUNTY-  NV/CLARK
 GR1674  USGS QUAD   -  BOULDER CANYON (1983)
 GR1674
 GR1674                         *CURRENT SURVEY CONTROL
 GR1674  ___________________________________________________________________
 GR1674* NAD 83(1994)-  36 08 58.32492(N)    114 34 53.03606(W)     ADJUSTED  
 GR1674* NAVD 88     -       597.7    (meters)    1961.     (feet)  VERTCON   
 GR1674  ___________________________________________________________________
 GR1674  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 GR1674  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 GR1674
 GR1674  HORZ ORDER  -  THIRD
 GR1674
 GR1674.The horizontal coordinates were established by classical geodetic methods
 GR1674.and adjusted by the National Geodetic Survey in June 1998..
 GR1674
 GR1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1674
 GR1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1674
 GR1674.The geoid height was determined by GEOID03.
 GR1674
 GR1674;                    North         East     Units Scale Factor Converg.
 GR1674;SPC NV E     - 8,155,726.291   290,159.643   MT  1.00000013   +0 35 27.9
 GR1674;SPC NV E     -26,757,578.67    951,965.43   sFT  1.00000013   +0 35 27.9
 GR1674;SPC AZ W     -   571,442.914   138,543.964   MT  1.00000228   -0 29 25.7
 GR1674;SPC AZ W     - 1,874,812.71    454,540.56   iFT  1.00000228   -0 29 25.7
 GR1674;UTM  11      - 4,003,244.284   717,590.323   MT  1.00018340   +1 25 38.2
 GR1674
 GR1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1674!SPC NV E     -   0.99991057  x   1.00000013  =   0.99991070
 GR1674!SPC AZ W     -   0.99991057  x   1.00000228  =   0.99991285
 GR1674!UTM  11      -   0.99991057  x   1.00018340  =   1.00009396
 GR1674
 GR1674:                Primary Azimuth Mark                     Grid Az
 GR1674:SPC NV E     -  A 19                                     142 19 56.3
 GR1674:SPC AZ W     -  A 19                                     143 24 49.9
 GR1674:UTM  11      -  A 19                                     141 29 46.0
 GR1674
 GR1674|---------------------------------------------------------------------|
 GR1674| PID    Reference Object                     Distance      Geod. Az  |
 GR1674|                                                           dddmmss.s |
 GR1674| GR1487 A 19                                APPROX. 0.5 KM 1425524.2 |
 GR1674| GR1486 A 18                                APPROX. 0.8 KM 2144241.7 |
 GR1674|---------------------------------------------------------------------|
 GR1674
 GR1674                          SUPERSEDED SURVEY CONTROL
 GR1674
 GR1674  NAD 83(1994)-  36 08 58.32492(N)    114 34 53.03606(W) AD(       ) 3
 GR1674  NAD 83(1992)-  36 08 58.32484(N)    114 34 53.03607(W) AD(       ) 3
 GR1674  NAD 83(1986)-  36 08 58.31159(N)    114 34 53.02831(W) AD(       ) 3
 GR1674  NGVD 29 (06/27/88)  597.0    (m)         1959.     (f) VERT ANG       
 GR1674
 GR1674.Superseded values are not recommended for survey control.
 GR1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1674.See file dsdata.txt to determine how the superseded data were derived.
 GR1674
 GR1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1759003244(NAD 83)
 GR1674_MARKER: DS = TRIANGULATION STATION DISK
 GR1674_SETTING: 66 = SET IN ROCK OUTCROP
 GR1674_SP_SET: SET IN BEDROCK
 GR1674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1674+STABILITY: POSITION/ELEVATION WELL
 GR1674
 GR1674  HISTORY     - Date     Condition        Report By
 GR1674  HISTORY     - 1948     MONUMENTED       USGS
 GR1674
 GR1674                          STATION DESCRIPTION
 GR1674
 GR1674'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1674'LOCATED ABOUT 0.5 MI N. OF MOUTH OF WISHING WELL COVE, ABOUT 0.6
 GR1674'MI W. OF N.P.S. REFLECTOR.  IN BOULDER CANYON, ON ROCKY POINT,
 GR1674'ABOUT 40 FT. ABOVE HIGH WATER MARK.
 GR1674'
 GR1674'TO REACH NOT GIVEN.
 GR1674'
 GR1674'STATION MARK--STANDARD TABLET STAMPED---N25 1948---, CEMENTED IN
 GR1674'BEDROCK.
 GR1674'
 GR1674'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0182 ***********************************************************************
 KQ0182  DESIGNATION -  N 26
 KQ0182  PID         -  KQ0182
 KQ0182  STATE/COUNTY-  NV/LANDER
 KQ0182  USGS QUAD   -  BARRETT CANYON (1988)
 KQ0182
 KQ0182                         *CURRENT SURVEY CONTROL
 KQ0182  ___________________________________________________________________
 KQ0182* NAD 83(1986)-  39 02 18.     (N)    117 26 29.     (W)     SCALED    
 KQ0182* NAVD 88     -      1986.643  (meters)    6517.84   (feet)  ADJUSTED  
 KQ0182  ___________________________________________________________________
 KQ0182  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 KQ0182  DYNAMIC HT  -        1984.448 (meters)    6510.64  (feet)  COMP
 KQ0182  MODELED GRAV-     979,451.9   (mgal)                       NAVD 88
 KQ0182
 KQ0182  VERT ORDER  -  FIRST     CLASS II
 KQ0182
 KQ0182.The horizontal coordinates were scaled from a topographic map and have
 KQ0182.an estimated accuracy of +/- 6 seconds.
 KQ0182
 KQ0182.The orthometric height was determined by differential leveling
 KQ0182.and adjusted by the National Geodetic Survey in June 1991..
 KQ0182
 KQ0182.The geoid height was determined by GEOID03.
 KQ0182
 KQ0182.The dynamic height is computed by dividing the NAVD 88
 KQ0182.geopotential number by the normal gravity value computed on the
 KQ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0182.degrees latitude (g = 980.6199 gals.).
 KQ0182
 KQ0182.The modeled gravity was interpolated from observed gravity values.
 KQ0182
 KQ0182;                    North         East    Units  Estimated Accuracy
 KQ0182;SPC NV C     - 6,476,140.      432,930.      MT  (+/- 180 meters Scaled)
 KQ0182
 KQ0182                          SUPERSEDED SURVEY CONTROL
 KQ0182
 KQ0182  NGVD 29 (??/??/92) 1985.244  (m)         6513.25   (f) ADJ UNCH    1 2
 KQ0182
 KQ0182.Superseded values are not recommended for survey control.
 KQ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0182.See file dsdata.txt to determine how the superseded data were derived.
 KQ0182
 KQ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD618211(NAD 83)
 KQ0182_MARKER: DB = BENCH MARK DISK
 KQ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0182_STAMPING: 6513.163 N 26 1933
 KQ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0182+STABILITY: SURFACE MOTION
 KQ0182
 KQ0182  HISTORY     - Date     Condition        Report By
 KQ0182  HISTORY     - 1933     MONUMENTED       CGS
 KQ0182  HISTORY     - 1955     GOOD             NGS
 KQ0182
 KQ0182                          STATION DESCRIPTION
 KQ0182
 KQ0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0182'9.1 MI W FROM AUSTIN.
 KQ0182'9.1 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE IN AUSTIN,
 KQ0182'LANDER COUNTY, THENCE 31.9 MILES SOUTH ALONG STATE HIGHWAY 21, JUST
 KQ0182'SOUTH OF A TALLER THAN USUAL CLUMP OF SAGEBRUSH, 166 FEET SOUTHEAST OF
 KQ0182'THE CENTERLINE OF THE HIGHWAY, AND 26 FEET NORTHWEST OF AN ABANDONED
 KQ0182'SECTION OF THE HIGHWAY.  A STANDARD DISK, STAMPED 6513.163 N 26 1933
 KQ0182'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1675 ***********************************************************************
 GR1675  DESIGNATION -  N 26
 GR1675  PID         -  GR1675
 GR1675  STATE/COUNTY-  NV/CLARK
 GR1675  USGS QUAD   -  BOULDER CANYON (1983)
 GR1675
 GR1675                         *CURRENT SURVEY CONTROL
 GR1675  ___________________________________________________________________
 GR1675* NAD 83(1994)-  36 09 12.88285(N)    114 34 19.13872(W)     ADJUSTED  
 GR1675* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1675  ___________________________________________________________________
 GR1675  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GR1675  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 GR1675
 GR1675  HORZ ORDER  -  THIRD
 GR1675
 GR1675.The horizontal coordinates were established by classical geodetic methods
 GR1675.and adjusted by the National Geodetic Survey in June 1998..
 GR1675
 GR1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1675
 GR1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1675
 GR1675.The geoid height was determined by GEOID03.
 GR1675
 GR1675;                    North         East     Units Scale Factor Converg.
 GR1675;SPC NV E     - 8,156,183.765   291,002.295   MT  1.00000201   +0 35 48.1
 GR1675;SPC NV E     -26,759,079.57    954,730.03   sFT  1.00000201   +0 35 48.1
 GR1675;SPC AZ W     -   571,884.401   139,395.102   MT  1.00000072   -0 29 05.8
 GR1675;SPC AZ W     - 1,876,261.16    457,333.01   iFT  1.00000072   -0 29 05.8
 GR1675;UTM  11      - 4,003,714.094   718,426.362   MT  1.00018789   +1 25 58.7
 GR1675
 GR1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1675!SPC NV E     -   0.99994698  x   1.00000201  =   0.99994899
 GR1675!SPC AZ W     -   0.99994698  x   1.00000072  =   0.99994770
 GR1675!UTM  11      -   0.99994698  x   1.00018789  =   1.00013486
 GR1675
 GR1675|---------------------------------------------------------------------|
 GR1675| PID    Reference Object                     Distance      Geod. Az  |
 GR1675|                                                           dddmmss.s |
 GR1675| GR1676 N 27                                279.224 METERS 11101     |
 GR1675| GR1493 A 21                                363.460 METERS 15017     |
 GR1675| GR1492 A 20                                APPROX. 0.5 KM 1930048.7 |
 GR1675|---------------------------------------------------------------------|
 GR1675
 GR1675                          SUPERSEDED SURVEY CONTROL
 GR1675
 GR1675  NAD 83(1994)-  36 09 12.88285(N)    114 34 19.13872(W) AD(       ) 3
 GR1675  NAD 83(1992)-  36 09 12.88283(N)    114 34 19.13872(W) AD(       ) 3
 GR1675  NAD 83(1986)-  36 09 12.86951(N)    114 34 19.13126(W) AD(       ) 3
 GR1675  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1675
 GR1675.Superseded values are not recommended for survey control.
 GR1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1675.See file dsdata.txt to determine how the superseded data were derived.
 GR1675
 GR1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1842603714(NAD 83)
 GR1675_MARKER: DS = TRIANGULATION STATION DISK
 GR1675_SETTING: 66 = SET IN ROCK OUTCROP
 GR1675_SP_SET: SET IN BEDROCK
 GR1675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1675+STABILITY: POSITION/ELEVATION WELL
 GR1675
 GR1675  HISTORY     - Date     Condition        Report By
 GR1675  HISTORY     - 1948     MONUMENTED       USGS
 GR1675
 GR1675                          STATION DESCRIPTION
 GR1675
 GR1675'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1675'LOCATED ABOUT 1 MI NE. OF MOUTH OF WISHING WELL COVE, ABOUT 0.3
 GR1675'MI NW. OF N.P.S. REFLECTOR.  IN BOULDER CANYON, ON ROCKY POINT
 GR1675'FORMING WEST SIDE OF SMALL, NARROW INLET, ABOUT 30 FT. BELOW HIGH
 GR1675'WATER MARK.
 GR1675'
 GR1675'TO REACH NOT GIVEN.
 GR1675'
 GR1675'STATION MARK--STANDARD TABLET STAMPED---N26 1948---, CEMENTED IN
 GR1675'BEDROCK.
 GR1675'
 GR1675'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1676 ***********************************************************************
 GR1676  DESIGNATION -  N 27
 GR1676  PID         -  GR1676
 GR1676  STATE/COUNTY-  NV/CLARK
 GR1676  USGS QUAD   -  BOULDER CANYON (1983)
 GR1676
 GR1676                         *CURRENT SURVEY CONTROL
 GR1676  ___________________________________________________________________
 GR1676* NAD 83(1994)-  36 09 09.63389(N)    114 34 08.71146(W)     ADJUSTED  
 GR1676* NAVD 88     -       341.7    (meters)    1121.     (feet)  VERTCON   
 GR1676  ___________________________________________________________________
 GR1676  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 GR1676  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 GR1676
 GR1676  HORZ ORDER  -  THIRD
 GR1676
 GR1676.The horizontal coordinates were established by classical geodetic methods
 GR1676.and adjusted by the National Geodetic Survey in June 1998..
 GR1676
 GR1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1676
 GR1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1676
 GR1676.The geoid height was determined by GEOID03.
 GR1676
 GR1676;                    North         East     Units Scale Factor Converg.
 GR1676;SPC NV E     - 8,156,086.347   291,263.975   MT  1.00000259   +0 35 54.2
 GR1676;SPC NV E     -26,758,759.96    955,588.56   sFT  1.00000259   +0 35 54.2
 GR1676;SPC AZ W     -   571,782.061   139,654.896   MT  1.00000025   -0 28 59.6
 GR1676;SPC AZ W     - 1,875,925.40    458,185.35   iFT  1.00000025   -0 28 59.6
 GR1676;UTM  11      - 4,003,620.488   718,689.486   MT  1.00018931   +1 26 04.8
 GR1676
 GR1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1676!SPC NV E     -   0.99995074  x   1.00000259  =   0.99995333
 GR1676!SPC AZ W     -   0.99995074  x   1.00000025  =   0.99995099
 GR1676!UTM  11      -   0.99995074  x   1.00018931  =   1.00014005
 GR1676
 GR1676|---------------------------------------------------------------------|
 GR1676| PID    Reference Object                     Distance      Geod. Az  |
 GR1676|                                                           dddmmss.s |
 GR1676| GR1493 A 21                                230.093 METERS 20029     |
 GR1676| GR1492 A 20                                APPROX. 0.6 KM 2221150.4 |
 GR1676| GR1675 N 26                                279.224 METERS 29101     |
 GR1676|---------------------------------------------------------------------|
 GR1676
 GR1676                          SUPERSEDED SURVEY CONTROL
 GR1676
 GR1676  NAD 83(1994)-  36 09 09.63389(N)    114 34 08.71146(W) AD(       ) 3
 GR1676  NAD 83(1992)-  36 09 09.63388(N)    114 34 08.71147(W) AD(       ) 3
 GR1676  NAD 83(1986)-  36 09 09.62061(N)    114 34 08.70403(W) AD(       ) 3
 GR1676  NGVD 29 (06/27/88)  341.0    (m)         1119.     (f) VERT ANG       
 GR1676
 GR1676.Superseded values are not recommended for survey control.
 GR1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1676.See file dsdata.txt to determine how the superseded data were derived.
 GR1676
 GR1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA1868903620(NAD 83)
 GR1676_MARKER: DS = TRIANGULATION STATION DISK
 GR1676_SETTING: 66 = SET IN ROCK OUTCROP
 GR1676_SP_SET: SET IN BEDROCK
 GR1676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1676+STABILITY: POSITION/ELEVATION WELL
 GR1676
 GR1676  HISTORY     - Date     Condition        Report By
 GR1676  HISTORY     - 1948     MONUMENTED       USGS
 GR1676
 GR1676                          STATION DESCRIPTION
 GR1676
 GR1676'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1676'LOCATED ABOUT 1 MI NE. OF MOUTH OF WISHING WELL COVE, ABOUT 0.2
 GR1676'MI N. OF N.P.S. REFLECTOR.  IN BOULDER CANYON, ON POINT WHERE
 GR1676'NARROWEST SECTION OF BOULDER CANYON BEGINS, ABOUT 15 FT. BELOW
 GR1676'HIGH WATER MARK.
 GR1676'
 GR1676'TO REACH NOT GIVEN.
 GR1676'
 GR1676'STATION MARK--STANDARD TABLET STAMPED---N27 1948---, CEMENTED IN
 GR1676'BEDROCK.
 GR1676'
 GR1676'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0509 ***********************************************************************
 GR0509  DESIGNATION -  N 27 A
 GR0509  PID         -  GR0509
 GR0509  STATE/COUNTY-  NV/CLARK
 GR0509  USGS QUAD   -  BOULDER CANYON (1983)
 GR0509
 GR0509                         *CURRENT SURVEY CONTROL
 GR0509  ___________________________________________________________________
 GR0509* NAD 83(1986)-  36 09 22.     (N)    114 32 10.     (W)     SCALED    
 GR0509* NAVD 88     -       369.657  (meters)    1212.78   (feet)  POSTED    
 GR0509  ___________________________________________________________________
 GR0509  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 GR0509  DYNAMIC HT  -         369.300 (meters)    1211.61  (feet)  COMP
 GR0509  MODELED GRAV-     979,668.7   (mgal)                       NAVD 88
 GR0509
 GR0509  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0509
 GR0509.The horizontal coordinates were scaled from a topographic map and have
 GR0509.an estimated accuracy of +/- 6 seconds.
 GR0509
 GR0509.The orthometric height was determined by differential leveling
 GR0509.and adjusted by the National Geodetic Survey in 1992..
 GR0509.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0509.rate of 0.0 thru 1.0 mm/km.
 GR0509
 GR0509.The geoid height was determined by GEOID03.
 GR0509
 GR0509.The dynamic height is computed by dividing the NAVD 88
 GR0509.geopotential number by the normal gravity value computed on the
 GR0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0509.degrees latitude (g = 980.6199 gals.).
 GR0509
 GR0509.The modeled gravity was interpolated from observed gravity values.
 GR0509
 GR0509;                    North         East    Units  Estimated Accuracy
 GR0509;SPC NV E     - 8,156,500.      294,230.      MT  (+/- 180 meters Scaled)
 GR0509
 GR0509                          SUPERSEDED SURVEY CONTROL
 GR0509
 GR0509  NGVD 29 (??/??/92)  368.974  (m)         1210.54   (f) ADJ UNCH    1 2
 GR0509
 GR0509.Superseded values are not recommended for survey control.
 GR0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0509.See file dsdata.txt to determine how the superseded data were derived.
 GR0509
 GR0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA216040(NAD 83)
 GR0509_MARKER: DD = SURVEY DISK
 GR0509_SETTING: 66 = SET IN ROCK OUTCROP
 GR0509_SP_SET: OUTCROP
 GR0509_STAMPING: N 27 A 1948
 GR0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0509+STABILITY: POSITION/ELEVATION WELL
 GR0509
 GR0509  HISTORY     - Date     Condition        Report By
 GR0509  HISTORY     - 1948     MONUMENTED       USGS
 GR0509  HISTORY     - 1963     GOOD             NGS
 GR0509
 GR0509                          STATION DESCRIPTION
 GR0509
 GR0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR0509'1.2 MI SE FROM MOUTH OF BOULDER WASH.
 GR0509'1.2 MILES SOUTHEAST ALONG THE SHORE LINE FROM THE MOUTH OF BOULDER
 GR0509'WASH, ABOUT 10 FEET ABOVE THE HIGHER WATER LINE, IN THE TOP OF AN
 GR0509'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1677 ***********************************************************************
 GR1677  DESIGNATION -  N 27 A
 GR1677  PID         -  GR1677
 GR1677  STATE/COUNTY-  NV/CLARK
 GR1677  USGS QUAD   -  BOULDER CANYON (1983)
 GR1677
 GR1677                         *CURRENT SURVEY CONTROL
 GR1677  ___________________________________________________________________
 GR1677* NAD 83(1994)-  36 09 18.13508(N)    114 32 47.63866(W)     ADJUSTED  
 GR1677* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1677  ___________________________________________________________________
 GR1677  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 GR1677  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 GR1677
 GR1677  HORZ ORDER  -  THIRD
 GR1677
 GR1677.The horizontal coordinates were established by classical geodetic methods
 GR1677.and adjusted by the National Geodetic Survey in June 1998..
 GR1677
 GR1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1677
 GR1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1677
 GR1677.The geoid height was determined by GEOID03.
 GR1677
 GR1677;                    North         East     Units Scale Factor Converg.
 GR1677;SPC NV E     - 8,156,369.763   293,287.660   MT  1.00000719   +0 36 42.1
 GR1677;SPC NV E     -26,759,689.80    962,227.93   sFT  1.00000719   +0 36 42.1
 GR1677;SPC AZ W     -   572,027.224   141,683.557   MT  0.99999661   -0 28 11.9
 GR1677;SPC AZ W     - 1,876,729.74    464,841.07   iFT  0.99999661   -0 28 11.9
 GR1677;UTM  11      - 4,003,933.472   720,709.202   MT  1.00020025   +1 26 53.0
 GR1677
 GR1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1677!SPC NV E     -   0.99994698  x   1.00000719  =   0.99995417
 GR1677!SPC AZ W     -   0.99994698  x   0.99999661  =   0.99994359
 GR1677!UTM  11      -   0.99994698  x   1.00020025  =   1.00014722
 GR1677
 GR1677:                Primary Azimuth Mark                     Grid Az
 GR1677:SPC NV E     -  A 22 A                                   198 43 16.5
 GR1677:SPC AZ W     -  A 22 A                                   199 48 10.5
 GR1677:UTM  11      -  A 22 A                                   197 53 05.6
 GR1677
 GR1677|---------------------------------------------------------------------|
 GR1677| PID    Reference Object                     Distance      Geod. Az  |
 GR1677|                                                           dddmmss.s |
 GR1677| GR1495 A 22 A                              APPROX. 0.7 KM 1991958.6 |
 GR1677|---------------------------------------------------------------------|
 GR1677
 GR1677                          SUPERSEDED SURVEY CONTROL
 GR1677
 GR1677  NAD 83(1994)-  36 09 18.13508(N)    114 32 47.63866(W) AD(       ) 3
 GR1677  NAD 83(1992)-  36 09 18.13507(N)    114 32 47.63867(W) AD(       ) 3
 GR1677  NAD 83(1986)-  36 09 18.12217(N)    114 32 47.63102(W) AD(       ) 3
 GR1677  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1677
 GR1677.Superseded values are not recommended for survey control.
 GR1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1677.See file dsdata.txt to determine how the superseded data were derived.
 GR1677
 GR1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2070903933(NAD 83)
 GR1677_MARKER: DS = TRIANGULATION STATION DISK
 GR1677_SETTING: 66 = SET IN ROCK OUTCROP
 GR1677_SP_SET: SET IN BEDROCK
 GR1677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1677+STABILITY: POSITION/ELEVATION WELL
 GR1677
 GR1677  HISTORY     - Date     Condition        Report By
 GR1677  HISTORY     - 1948     MONUMENTED       USGS
 GR1677
 GR1677                          STATION DESCRIPTION
 GR1677
 GR1677'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1677'LOCATED ABOUT 1600 FT. NE. OF N.P.S. LIGHT BASE AT EAST END OF
 GR1677'BOULDER CANYON, ON ROCKY SIDEHILL FORMING WEST SIDE OF BOULDER
 GR1677'WASH, ABOUT 10 FT. BELOW HIGH WATER MARK.
 GR1677'
 GR1677'TO REACH NOT GIVEN.
 GR1677'
 GR1677'STATION MARK--STANDARD TABLET STAMPED---N27A 1948---, CEMENTED IN
 GR1677'BEDROCK.
 GR1677'
 GR1677'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1678 ***********************************************************************
 GR1678  DESIGNATION -  N 27 B
 GR1678  PID         -  GR1678
 GR1678  STATE/COUNTY-  NV/CLARK
 GR1678  USGS QUAD   -  BOULDER CANYON (1983)
 GR1678
 GR1678                         *CURRENT SURVEY CONTROL
 GR1678  ___________________________________________________________________
 GR1678* NAD 83(1994)-  36 09 22.29081(N)    114 32 10.48266(W)     ADJUSTED  
 GR1678* NAVD 88     -       366.7    (meters)    1203.     (feet)  VERTCON   
 GR1678  ___________________________________________________________________
 GR1678  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 GR1678  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 GR1678
 GR1678  HORZ ORDER  -  THIRD
 GR1678
 GR1678.The horizontal coordinates were established by classical geodetic methods
 GR1678.and adjusted by the National Geodetic Survey in June 1998..
 GR1678
 GR1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1678
 GR1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1678
 GR1678.The geoid height was determined by GEOID03.
 GR1678
 GR1678;                    North         East     Units Scale Factor Converg.
 GR1678;SPC NV E     - 8,156,507.813   294,214.998   MT  1.00000934   +0 37 04.1
 GR1678;SPC NV E     -26,760,142.72    965,270.37   sFT  1.00000934   +0 37 04.1
 GR1678;SPC AZ W     -   572,147.741   142,613.324   MT  0.99999498   -0 27 50.0
 GR1678;SPC AZ W     - 1,877,125.13    467,891.48   iFT  0.99999498   -0 27 50.0
 GR1678;UTM  11      - 4,004,085.072   721,634.605   MT  1.00020529   +1 27 15.0
 GR1678
 GR1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1678!SPC NV E     -   0.99994682  x   1.00000934  =   0.99995616
 GR1678!SPC AZ W     -   0.99994682  x   0.99999498  =   0.99994180
 GR1678!UTM  11      -   0.99994682  x   1.00020529  =   1.00015210
 GR1678
 GR1678                          SUPERSEDED SURVEY CONTROL
 GR1678
 GR1678  NAD 83(1994)-  36 09 22.29081(N)    114 32 10.48265(W) AD(       ) 3
 GR1678  NAD 83(1992)-  36 09 22.29081(N)    114 32 10.48266(W) AD(       ) 3
 GR1678  NAD 83(1986)-  36 09 22.27803(N)    114 32 10.47504(W) AD(       ) 3
 GR1678  NGVD 29 (06/27/88)  366.0    (m)         1201.     (f) VERT ANG       
 GR1678
 GR1678.Superseded values are not recommended for survey control.
 GR1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1678.See file dsdata.txt to determine how the superseded data were derived.
 GR1678
 GR1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2163504085(NAD 83)
 GR1678_MARKER: DS = TRIANGULATION STATION DISK
 GR1678_SETTING: 66 = SET IN ROCK OUTCROP
 GR1678_SP_SET: SET IN BEDROCK
 GR1678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1678+STABILITY: POSITION/ELEVATION WELL
 GR1678
 GR1678  HISTORY     - Date     Condition        Report By
 GR1678  HISTORY     - 1948     MONUMENTED       USGS
 GR1678
 GR1678                          STATION DESCRIPTION
 GR1678
 GR1678'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1678'NOT OCCUPIED.
 GR1678'
 GR1678'LOCATED ABOUT 0.9 MI E. OF N.P.S. LIGHT BASE AT EAST END OF
 GR1678'BOULDER CANYON.  ABOUT 500 FT. NW. OF SOUTH END OF POINT FORMING
 GR1678'EAST SIDE OF BOULDER WASH, ON SMALL BENCH ON ROCKY SIDEHILL,
 GR1678'ABOUT 10 FT. BELOW HIGH WATER MARK.
 GR1678'
 GR1678'STATION MARK--STANDARD TABLET STAMPED---N27B 1948---, CEMENTED IN
 GR1678'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0420 ***********************************************************************
 LR0420  DESIGNATION -  N 28
 LR0420  PID         -  LR0420
 LR0420  STATE/COUNTY-  NV/LANDER
 LR0420  USGS QUAD   -  MC COY NE (1990)
 LR0420
 LR0420                         *CURRENT SURVEY CONTROL
 LR0420  ___________________________________________________________________
 LR0420* NAD 83(1986)-  40 23 54.     (N)    117 02 51.     (W)     SCALED    
 LR0420* NAVD 88     -      1454.212  (meters)    4771.03   (feet)  ADJUSTED  
 LR0420  ___________________________________________________________________
 LR0420  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 LR0420  DYNAMIC HT  -        1452.982 (meters)    4766.99  (feet)  COMP
 LR0420  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 LR0420
 LR0420  VERT ORDER  -  FIRST     CLASS II
 LR0420
 LR0420.The horizontal coordinates were scaled from a topographic map and have
 LR0420.an estimated accuracy of +/- 6 seconds.
 LR0420
 LR0420.The orthometric height was determined by differential leveling
 LR0420.and adjusted by the National Geodetic Survey in June 1991..
 LR0420
 LR0420.The geoid height was determined by GEOID03.
 LR0420
 LR0420.The dynamic height is computed by dividing the NAVD 88
 LR0420.geopotential number by the normal gravity value computed on the
 LR0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0420.degrees latitude (g = 980.6199 gals.).
 LR0420
 LR0420.The modeled gravity was interpolated from observed gravity values.
 LR0420
 LR0420;                    North         East    Units  Estimated Accuracy
 LR0420;SPC NV C     - 6,626,910.      467,670.      MT  (+/- 180 meters Scaled)
 LR0420
 LR0420                          SUPERSEDED SURVEY CONTROL
 LR0420
 LR0420  NGVD 29 (??/??/92) 1453.108  (m)         4767.41   (f) ADJ UNCH    1 2
 LR0420
 LR0420.Superseded values are not recommended for survey control.
 LR0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0420.See file dsdata.txt to determine how the superseded data were derived.
 LR0420
 LR0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME959719(NAD 83)
 LR0420_MARKER: DB = BENCH MARK DISK
 LR0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0420_SP_SET: CONCRETE POST
 LR0420_STAMPING: N 28 1933 4767.136
 LR0420_MARK LOGO: CGS   
 LR0420_PROJECTION: PROJECTING 10 CENTIMETERS
 LR0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0420+STABILITY: SURFACE MOTION
 LR0420
 LR0420  HISTORY     - Date     Condition        Report By
 LR0420  HISTORY     - 1933     MONUMENTED       CGS
 LR0420  HISTORY     - 1934     GOOD             NGS
 LR0420  HISTORY     - 1985     GOOD             NGS
 LR0420
 LR0420                          STATION DESCRIPTION
 LR0420
 LR0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LR0420'18.0 MI S FROM BATTLE MOUNTAIN.
 LR0420'18.0 MILES SOUTH ALONG THE NEVADA CENTRAL RAILROAD FROM BATTLE
 LR0420'MOUNTAIN, LANDER COUNTY, AT MILEPOST 18, AND 32 FEET EAST OF THE
 LR0420'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 4767.136 N 28 1933
 LR0420'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2 FEET ABOVE
 LR0420'GROUND.
 LR0420
 LR0420                          STATION RECOVERY (1985)
 LR0420
 LR0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LR0420'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  30.96 KM
 LR0420'(19.24 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE AT
 LR0420'BATTLE MTN, THENCE 0.25 KM (0.15 MI) WEST-SOUTHWEST ACROSS COUNTRY,
 LR0420'0.60 KM (0.37 MI) NORTH OF THE T JUNCTION OF A DIRT ROAD LEADING EAST
 LR0420'TO MILL CREEK RECREATION AREA, 0.46 KM (0.29 MI) SOUTH OF THE
 LR0420'INTERSECTION OF THE OLD RAILROAD BED, 0.40 KM (0.25 MI) SOUTH OF
 LR0420'MILEPOST 99, 9.1 METERS (30 FT) SOUTHEAST OF THE CENTER OF THE OLD
 LR0420'RAILROAD BED.
 LR0420'THE MARK IS 1.1 METERS  N FROM A WITNESS POST.
 LR0420'THE MARK IS 0.5 M BELOW THE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1679 ***********************************************************************
 GR1679  DESIGNATION -  N 28
 GR1679  PID         -  GR1679
 GR1679  STATE/COUNTY-  NV/CLARK
 GR1679  USGS QUAD   -  BOULDER CANYON (1983)
 GR1679
 GR1679                         *CURRENT SURVEY CONTROL
 GR1679  ___________________________________________________________________
 GR1679* NAD 83(1994)-  36 09 23.89514(N)    114 32 06.04680(W)     ADJUSTED  
 GR1679* NAVD 88     -       364.7    (meters)    1197.     (feet)  VERTCON   
 GR1679  ___________________________________________________________________
 GR1679  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 GR1679  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 GR1679
 GR1679  HORZ ORDER  -  THIRD
 GR1679
 GR1679.The horizontal coordinates were established by classical geodetic methods
 GR1679.and adjusted by the National Geodetic Survey in June 1998..
 GR1679
 GR1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1679
 GR1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1679
 GR1679.The geoid height was determined by GEOID03.
 GR1679
 GR1679;                    North         East     Units Scale Factor Converg.
 GR1679;SPC NV E     - 8,156,558.457   294,325.337   MT  1.00000959   +0 37 06.8
 GR1679;SPC NV E     -26,760,308.87    965,632.38   sFT  1.00000959   +0 37 06.8
 GR1679;SPC AZ W     -   572,196.292   142,724.598   MT  0.99999479   -0 27 47.4
 GR1679;SPC AZ W     - 1,877,284.42    468,256.56   iFT  0.99999479   -0 27 47.4
 GR1679;UTM  11      - 4,004,137.331   721,744.215   MT  1.00020589   +1 27 17.7
 GR1679
 GR1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1679!SPC NV E     -   0.99994714  x   1.00000959  =   0.99995673
 GR1679!SPC AZ W     -   0.99994714  x   0.99999479  =   0.99994193
 GR1679!UTM  11      -   0.99994714  x   1.00020589  =   1.00015302
 GR1679
 GR1679:                Primary Azimuth Mark                     Grid Az
 GR1679:SPC NV E     -  A 22 A                                   235 43 59.0
 GR1679:SPC AZ W     -  A 22 A                                   236 48 53.2
 GR1679:UTM  11      -  A 22 A                                   234 53 48.1
 GR1679
 GR1679|---------------------------------------------------------------------|
 GR1679| PID    Reference Object                     Distance      Geod. Az  |
 GR1679|                                                           dddmmss.s |
 GR1679| GR1495 A 22 A                              APPROX. 1.5 KM 2362105.8 |
 GR1679|---------------------------------------------------------------------|
 GR1679
 GR1679                          SUPERSEDED SURVEY CONTROL
 GR1679
 GR1679  NAD 83(1994)-  36 09 23.89515(N)    114 32 06.04679(W) AD(       ) 3
 GR1679  NAD 83(1992)-  36 09 23.89515(N)    114 32 06.04681(W) AD(       ) 3
 GR1679  NAD 83(1986)-  36 09 23.88238(N)    114 32 06.03919(W) AD(       ) 3
 GR1679  NGVD 29 (06/27/88)  364.0    (m)         1194.     (f) VERT ANG       
 GR1679
 GR1679.Superseded values are not recommended for survey control.
 GR1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1679.See file dsdata.txt to determine how the superseded data were derived.
 GR1679
 GR1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2174404137(NAD 83)
 GR1679_MARKER: DS = TRIANGULATION STATION DISK
 GR1679_SETTING: 80 = SET IN A BOULDER
 GR1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1679+STABILITY: SURFACE MOTION
 GR1679
 GR1679  HISTORY     - Date     Condition        Report By
 GR1679  HISTORY     - 1948     MONUMENTED       USGS
 GR1679
 GR1679                          STATION DESCRIPTION
 GR1679
 GR1679'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1679'LOCATED ABOUT 0.9 MI NE. OF N.P.S. LIGHT BASE AT EAST END OF
 GR1679'BOULDER CANYON.  ON PROMINENT, REDDISH-COLORED POINT FORMING EAST
 GR1679'SIDE OF BOULDER WASH, ABOUT 100 FT. N. OF ABRUPT DROP-OFF AT
 GR1679'SOUTH END OF THIS RIDGE, ABOUT 250 FT. ABOVE HIGH WATER MARK.
 GR1679'
 GR1679'TO REACH NOT GIVEN.
 GR1679'
 GR1679'STATION MARK--STANDARD TABLET STAMPED---N28 1948---, CEMENTED IN
 GR1679'TOP OF BOULDER IN PLACE.
 GR1679'
 GR1679'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0011 ***********************************************************************
 LQ0011  DESIGNATION -  N 29
 LQ0011  PID         -  LQ0011
 LQ0011  STATE/COUNTY-  NV/ELKO
 LQ0011  USGS QUAD   -  DECOY (1971)
 LQ0011
 LQ0011                         *CURRENT SURVEY CONTROL
 LQ0011  ___________________________________________________________________
 LQ0011* NAD 83(1986)-  40 44 54.     (N)    114 28 10.     (W)     SCALED    
 LQ0011* NAVD 88     -      1703.089  (meters)    5587.55   (feet)  ADJUSTED  
 LQ0011  ___________________________________________________________________
 LQ0011  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 LQ0011  DYNAMIC HT  -        1701.616 (meters)    5582.72  (feet)  COMP
 LQ0011  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 LQ0011
 LQ0011  VERT ORDER  -  FIRST     CLASS II
 LQ0011
 LQ0011.The horizontal coordinates were scaled from a topographic map and have
 LQ0011.an estimated accuracy of +/- 6 seconds.
 LQ0011
 LQ0011.The orthometric height was determined by differential leveling
 LQ0011.and adjusted by the National Geodetic Survey in June 1991..
 LQ0011
 LQ0011.The geoid height was determined by GEOID03.
 LQ0011
 LQ0011.The dynamic height is computed by dividing the NAVD 88
 LQ0011.geopotential number by the normal gravity value computed on the
 LQ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0011.degrees latitude (g = 980.6199 gals.).
 LQ0011
 LQ0011.The modeled gravity was interpolated from observed gravity values.
 LQ0011
 LQ0011;                    North         East    Units  Estimated Accuracy
 LQ0011;SPC NV E     - 8,666,300.      294,060.      MT  (+/- 180 meters Scaled)
 LQ0011
 LQ0011                          SUPERSEDED SURVEY CONTROL
 LQ0011
 LQ0011  NGVD 29 (??/??/92) 1701.984  (m)         5583.93   (f) ADJ UNCH    1 2
 LQ0011
 LQ0011.Superseded values are not recommended for survey control.
 LQ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0011.See file dsdata.txt to determine how the superseded data were derived.
 LQ0011
 LQ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF136139(NAD 83)
 LQ0011_MARKER: DB = BENCH MARK DISK
 LQ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0011_STAMPING: 5583.926 N 29 1933
 LQ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0011+STABILITY: SURFACE MOTION
 LQ0011
 LQ0011  HISTORY     - Date     Condition        Report By
 LQ0011  HISTORY     - 1933     MONUMENTED       CGS
 LQ0011
 LQ0011                          STATION DESCRIPTION
 LQ0011
 LQ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0011'7.5 MI S FROM SHAFTER.
 LQ0011'ABOUT 7.5 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM SHAFTER,
 LQ0011'ELKO COUNTY, 6 FEET SOUTH OF MILEPOST 26, AND 48 FEET WEST OF THE
 LQ0011'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 5583.926 N 29 1933
 LQ0011'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 10 INCHES ABOVE
 LQ0011'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1680 ***********************************************************************
 GR1680  DESIGNATION -  N 29
 GR1680  PID         -  GR1680
 GR1680  STATE/COUNTY-  NV/CLARK
 GR1680  USGS QUAD   -  BOULDER CANYON (1983)
 GR1680
 GR1680                         *CURRENT SURVEY CONTROL
 GR1680  ___________________________________________________________________
 GR1680* NAD 83(1994)-  36 09 47.21078(N)    114 30 29.76335(W)     ADJUSTED  
 GR1680* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 GR1680  ___________________________________________________________________
 GR1680  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 GR1680  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 GR1680
 GR1680  HORZ ORDER  -  THIRD
 GR1680
 GR1680.The horizontal coordinates were established by classical geodetic methods
 GR1680.and adjusted by the National Geodetic Survey in June 1998..
 GR1680
 GR1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1680
 GR1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1680
 GR1680.The geoid height was determined by GEOID03.
 GR1680
 GR1680;                    North         East     Units Scale Factor Converg.
 GR1680;SPC NV E     - 8,157,303.390   296,723.953   MT  1.00001524   +0 38 03.9
 GR1680;SPC NV E     -26,762,752.87    973,501.84   sFT  1.00001524   +0 38 03.9
 GR1680;SPC AZ W     -   572,895.793   145,136.803   MT  0.99999066   -0 26 50.9
 GR1680;SPC AZ W     - 1,879,579.37    476,170.61   iFT  0.99999066   -0 26 50.9
 GR1680;UTM  11      - 4,004,917.356   724,132.178   MT  1.00021901   +1 28 15.4
 GR1680
 GR1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1680!SPC NV E     -   0.99994698  x   1.00001524  =   0.99996222
 GR1680!SPC AZ W     -   0.99994698  x   0.99999066  =   0.99993764
 GR1680!UTM  11      -   0.99994698  x   1.00021901  =   1.00016598
 GR1680
 GR1680                          SUPERSEDED SURVEY CONTROL
 GR1680
 GR1680  NAD 83(1994)-  36 09 47.21077(N)    114 30 29.76335(W) AD(       ) 3
 GR1680  NAD 83(1992)-  36 09 47.21078(N)    114 30 29.76335(W) AD(       ) 3
 GR1680  NAD 83(1986)-  36 09 47.19825(N)    114 30 29.75591(W) AD(       ) 3
 GR1680  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1680
 GR1680.Superseded values are not recommended for survey control.
 GR1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1680.See file dsdata.txt to determine how the superseded data were derived.
 GR1680
 GR1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2413204917(NAD 83)
 GR1680_MARKER: DS = TRIANGULATION STATION DISK
 GR1680_SETTING: 80 = SET IN A BOULDER
 GR1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1680+STABILITY: SURFACE MOTION
 GR1680
 GR1680  HISTORY     - Date     Condition        Report By
 GR1680  HISTORY     - 1948     MONUMENTED       USGS
 GR1680
 GR1680                          STATION DESCRIPTION
 GR1680
 GR1680'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1680'NOT OCCUPIED.
 GR1680'
 GR1680'LOCATED ABOUT 2.4 MI E. OF N.P.S. LIGHT BASE AT EAST END OF
 GR1680'BOULDER CANYON.  ABOUT 75 FT. W. OF SMALL TOP WHICH WOULD BE AN
 GR1680'ISLAND AT HIGH WATER, ABOUT 75 FT. E. OF HIGH WATER MARK AT WEST
 GR1680'END OF ISLAND, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1680'
 GR1680'STATION MARK--STANDARD TABLET STAMPED---N29 1948---, CEMENTED IN
 GR1680'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0307 ***********************************************************************
 KR0307  DESIGNATION -  N 293
 KR0307  PID         -  KR0307
 KR0307  STATE/COUNTY-  NV/CHURCHILL
 KR0307  USGS QUAD   -  RUSSELL SPIT (1987)
 KR0307
 KR0307                         *CURRENT SURVEY CONTROL
 KR0307  ___________________________________________________________________
 KR0307* NAD 83(1986)-  39 14 07.     (N)    118 45 04.     (W)     SCALED    
 KR0307* NAVD 88     -      1299.09   (+/-2cm)    4262.1    (feet)  VERTCON   
 KR0307  ___________________________________________________________________
 KR0307  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 KR0307
 KR0307  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR0307
 KR0307.The horizontal coordinates were scaled from a topographic map and have
 KR0307.an estimated accuracy of +/- 6 seconds.
 KR0307
 KR0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0307.The vertical order pertains to the NGVD 29 superseded value.
 KR0307
 KR0307.The geoid height was determined by GEOID03.
 KR0307
 KR0307;                    North         East    Units  Estimated Accuracy
 KR0307;SPC NV W     - 4,497,730.      785,520.      MT  (+/- 180 meters Scaled)
 KR0307
 KR0307                          SUPERSEDED SURVEY CONTROL
 KR0307
 KR0307  NGVD 29 (??/??/92) 1298.093  (m)         4258.83   (f) ADJ UNCH    2 0
 KR0307
 KR0307.Superseded values are not recommended for survey control.
 KR0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0307.See file dsdata.txt to determine how the superseded data were derived.
 KR0307
 KR0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD488443(NAD 83)
 KR0307_MARKER: DB = BENCH MARK DISK
 KR0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0307_STAMPING: N-293 1940
 KR0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0307+STABILITY: SURFACE MOTION
 KR0307
 KR0307  HISTORY     - Date     Condition        Report By
 KR0307  HISTORY     - 1940     MONUMENTED       CGS
 KR0307  HISTORY     - 1955     MARK NOT FOUND   NGS
 KR0307
 KR0307                          STATION DESCRIPTION
 KR0307
 KR0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KR0307'18.2 MI S FROM FALLON.
 KR0307'LOCATED 18.2 MILES SOUTH OF POST OFFICE IN FALLON AND ON U. S. HWY.
 KR0307'NO. 95 B. M. IS ON A HIGH HILL ON HWY. OVERLOOKING ABOUT 7 MILES OF
 KR0307'VALLEY TO THE NORTH.  50 FEET WEST OF CENTERLINE OF HWY. AND ABOUT 100
 KR0307'FEET NORTHEAST OF ROCK CLIFF.
 KR0307
 KR0307                          STATION RECOVERY (1955)
 KR0307
 KR0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KR0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0783 ***********************************************************************
 JR0783  DESIGNATION -  N 294
 JR0783  PID         -  JR0783
 JR0783  STATE/COUNTY-  NV/MINERAL
 JR0783  USGS QUAD   -  MURPHYS WELL (1980)
 JR0783
 JR0783                         *CURRENT SURVEY CONTROL
 JR0783  ___________________________________________________________________
 JR0783* NAD 83(1986)-  38 57 01.     (N)    118 18 45.     (W)     SCALED    
 JR0783* NAVD 88     -      1259.50   (+/-2cm)    4132.2    (feet)  VERTCON   
 JR0783  ___________________________________________________________________
 JR0783  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 JR0783
 JR0783  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0783
 JR0783.The horizontal coordinates were scaled from a topographic map and have
 JR0783.an estimated accuracy of +/- 6 seconds.
 JR0783
 JR0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0783.The vertical order pertains to the NGVD 29 superseded value.
 JR0783
 JR0783.The geoid height was determined by GEOID03.
 JR0783
 JR0783;                    North         East    Units  Estimated Accuracy
 JR0783;SPC NV W     - 4,466,110.      823,480.      MT  (+/- 180 meters Scaled)
 JR0783
 JR0783                          SUPERSEDED SURVEY CONTROL
 JR0783
 JR0783  NGVD 29 (??/??/92) 1258.462  (m)         4128.80   (f) ADJ UNCH    1 2
 JR0783
 JR0783.Superseded values are not recommended for survey control.
 JR0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0783.See file dsdata.txt to determine how the superseded data were derived.
 JR0783
 JR0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD862120(NAD 83)
 JR0783_MARKER: DB = BENCH MARK DISK
 JR0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0783_STAMPING: N 294 1940
 JR0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0783+STABILITY: SURFACE MOTION
 JR0783
 JR0783  HISTORY     - Date     Condition        Report By
 JR0783  HISTORY     - 1940     MONUMENTED       CGS
 JR0783  HISTORY     - 1955     GOOD             NGS
 JR0783
 JR0783                          STATION DESCRIPTION
 JR0783
 JR0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0783'6.5 MI SE FROM RAWHIDE.
 JR0783'2.9 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE GRUTT
 JR0783'BROTHERS MINING COMPANY OFFICE AT RAWHIDE, THENCE 1.8 MILES
 JR0783'SOUTHEAST ALONG A GRADED ROAD ALONG THE NORTHEAST SIDE OF A
 JR0783'WIDE DRY WASH, THENCE 1.8 MILES SOUTHEAST ALONG A GRADED ROAD
 JR0783'ALONG THE NORTHEAST SIDE OF A WIDE DRY WASH, THENCE 1.8 MILES
 JR0783'SOUTHEAST ALONG A NARROW DIRT ROAD, 0.8 MILE NORTHWEST OF THE
 JR0783'NORTHWEST EDGE OF A LARGE ALKALI FLAT, 0.45 MILE SOUTHEAST OF THE
 JR0783'Y JUNCTION OF A DIM TRACK ROAD LEADING EAST, ON THE INSIDE OF A
 JR0783'CURVE, 19 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 JR0783'SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE
 JR0783'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 JR0783'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0419 ***********************************************************************
 JQ0419  DESIGNATION -  N 295
 JQ0419  PID         -  JQ0419
 JQ0419  STATE/COUNTY-  NV/NYE
 JQ0419  USGS QUAD   -  GABBS (1988)
 JQ0419
 JQ0419                         *CURRENT SURVEY CONTROL
 JQ0419  ___________________________________________________________________
 JQ0419* NAD 83(1994)-  38 49 12.72955(N)    117 59 08.39852(W)     ADJUSTED  
 JQ0419* NAVD 88     -      1396.667  (meters)    4582.23   (feet)  ADJUSTED  
 JQ0419  ___________________________________________________________________
 JQ0419  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 JQ0419  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 JQ0419  DYNAMIC HT  -        1395.297 (meters)    4577.74  (feet)  COMP
 JQ0419  MODELED GRAV-     979,598.7   (mgal)                       NAVD 88
 JQ0419
 JQ0419  HORZ ORDER  -  THIRD
 JQ0419  VERT ORDER  -  FIRST     CLASS II
 JQ0419
 JQ0419.The horizontal coordinates were established by classical geodetic methods
 JQ0419.and adjusted by the National Geodetic Survey in June 1998..
 JQ0419
 JQ0419.The orthometric height was determined by differential leveling
 JQ0419.and adjusted by the National Geodetic Survey in June 1991..
 JQ0419
 JQ0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0419
 JQ0419.The geoid height was determined by GEOID03.
 JQ0419
 JQ0419.The dynamic height is computed by dividing the NAVD 88
 JQ0419.geopotential number by the normal gravity value computed on the
 JQ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0419.degrees latitude (g = 980.6199 gals.).
 JQ0419
 JQ0419.The modeled gravity was interpolated from observed gravity values.
 JQ0419
 JQ0419;                    North         East     Units Scale Factor Converg.
 JQ0419;SPC NV C     - 6,452,467.064   385,460.464   MT  1.00006150   -0 49 37.0
 JQ0419;SPC NV C     -21,169,469.03  1,264,631.54   sFT  1.00006150   -0 49 37.0
 JQ0419;UTM  11      - 4,297,286.001   414,432.930   MT  0.99969016   -0 37 04.5
 JQ0419
 JQ0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0419!SPC NV C     -   0.99978470  x   1.00006150  =   0.99984619
 JQ0419!UTM  11      -   0.99978470  x   0.99969016  =   0.99947493
 JQ0419
 JQ0419                          SUPERSEDED SURVEY CONTROL
 JQ0419
 JQ0419  NAD 83(1992)-  38 49 12.74666(N)    117 59 08.40450(W) AD(       ) 3
 JQ0419  NAD 83(1986)-  38 49 12.74370(N)    117 59 08.40526(W) AD(       ) 3
 JQ0419  NGVD 29 (03/27/92) 1395.66   (m)         4578.9    (f) LEVELING    3  
 JQ0419
 JQ0419.Superseded values are not recommended for survey control.
 JQ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0419.See file dsdata.txt to determine how the superseded data were derived.
 JQ0419
 JQ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC1443397286(NAD 83)
 JQ0419_MARKER: DB = BENCH MARK DISK
 JQ0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0419_STAMPING: N 295 1940
 JQ0419_MARK LOGO: CGS   
 JQ0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0419+STABILITY: SURFACE MOTION
 JQ0419
 JQ0419  HISTORY     - Date     Condition        Report By
 JQ0419  HISTORY     - 1940     MONUMENTED       CGS
 JQ0419  HISTORY     - 1955     GOOD             NGS
 JQ0419  HISTORY     - 1975     GOOD             USGS
 JQ0419  HISTORY     - 1984     GOOD             NGS
 JQ0419
 JQ0419                          STATION DESCRIPTION
 JQ0419
 JQ0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JQ0419'5.6 MI SW FROM GABBS.
 JQ0419'0.4 MILE SOUTH ALONG BROADWAY FROM THE POST OFFICE AT GABBS, THENCE
 JQ0419'4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 23, THENCE 1.0 MILE NORTHWEST
 JQ0419'ALONG A NARROW DIRT ROAD, 0.1 MILE SOUTHEAST OF THE T JUNCTION OF A
 JQ0419'TRACK ROAD LEADING NORTHEAST, 22 FEET SOUTHWEST OF THE CENTER LINE OF
 JQ0419'THE ROAD, 1.7 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 JQ0419'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 JQ0419'FOOT ABOVE THE GROUND.
 JQ0419
 JQ0419                          STATION RECOVERY (1975)
 JQ0419
 JQ0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JQ0419'DESCRIBED IN NATIONAL GEODETIC SURVEY LEVEL LINE NV 55 AS FOLLOWS--
 JQ0419'
 JQ0419'0.4 MI. S. ALONG BROADWAY FROM THE POST OFFICE AT GABBS, THENCE
 JQ0419'4.2 MI. SW. ALONG STATE HWY. 23, THENCE 1 MI. NW. ALONG NARROW DIRT
 JQ0419'RD., 0.1 MI. SE. OF T-JUNCTION OF TRACK RD. LEADING NE., 22 FT. SW.
 JQ0419'OF CENTERLINE OF RD., 1.7 FT. NE. OF WITNESS POST, ABOUT 1 FT. HIGHER
 JQ0419'THAN RD., SET IN TOP OF CONCRETE POST PROJECTING 0.8 FT. ABOVE GROUND.
 JQ0419'
 JQ0419'TO REACH FROM GABBS POST OFFICE, FOLLOW S. 4.6 MI. TO KELLYS WELL,
 JQ0419'TURN RIGHT AND FOLLOW DIRT RD. W. 1.75 MI. TO STATION.
 JQ0419'
 JQ0419'STATION MARK--NGS STANDARD DISK STAMPED---N 295 1940---, IN
 JQ0419'CONCRETE POST.
 JQ0419'
 JQ0419'RM NO. 1--78.88 FT. FROM STATION MARK, STEEL ROD PROJECTING 6-INCHES
 JQ0419'ABOVE GROUND.
 JQ0419'
 JQ0419'RM NO. 2--62.19 FT. FROM STATION MARK, STEEL ROD PROJECTING 6-INCHES
 JQ0419'ABOVE GROUND.
 JQ0419
 JQ0419                          STATION RECOVERY (1984)
 JQ0419
 JQ0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0419'RECOVERED IN GOOD CONDITION.  NOTE--STATE HIGHWAY 23 IS NOW STATE
 JQ0419'HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0267 ***********************************************************************
 GS0267  DESIGNATION -  N 296
 GS0267  PID         -  GS0267
 GS0267  STATE/COUNTY-  NV/NYE
 GS0267  USGS QUAD   -  LEELAND (1987)
 GS0267
 GS0267                         *CURRENT SURVEY CONTROL
 GS0267  ___________________________________________________________________
 GS0267* NAD 83(1986)-  36 33 09.     (N)    116 34 13.     (W)     SCALED    
 GS0267* NAVD 88     -       718.391  (meters)    2356.92   (feet)  ADJUSTED  
 GS0267  ___________________________________________________________________
 GS0267  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GS0267  DYNAMIC HT  -         717.678 (meters)    2354.58  (feet)  COMP
 GS0267  MODELED GRAV-     979,615.8   (mgal)                       NAVD 88
 GS0267
 GS0267  VERT ORDER  -  FIRST     CLASS II
 GS0267
 GS0267.The horizontal coordinates were scaled from a topographic map and have
 GS0267.an estimated accuracy of +/- 6 seconds.
 GS0267
 GS0267.The orthometric height was determined by differential leveling
 GS0267.and adjusted by the National Geodetic Survey in June 1991..
 GS0267
 GS0267.The geoid height was determined by GEOID03.
 GS0267
 GS0267.The dynamic height is computed by dividing the NAVD 88
 GS0267.geopotential number by the normal gravity value computed on the
 GS0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0267.degrees latitude (g = 980.6199 gals.).
 GS0267
 GS0267.The modeled gravity was interpolated from observed gravity values.
 GS0267
 GS0267;                    North         East    Units  Estimated Accuracy
 GS0267;SPC NV C     - 6,199,980.      508,630.      MT  (+/- 180 meters Scaled)
 GS0267
 GS0267                          SUPERSEDED SURVEY CONTROL
 GS0267
 GS0267  NGVD 29 (??/??/??)  717.607  (m)         2354.35   (f) ADJUSTED    1 2
 GS0267
 GS0267.Superseded values are not recommended for survey control.
 GS0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0267.See file dsdata.txt to determine how the superseded data were derived.
 GS0267
 GS0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA384453(NAD 83)
 GS0267_MARKER: DB = BENCH MARK DISK
 GS0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0267_STAMPING: N 296 1943
 GS0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0267+STABILITY: SURFACE MOTION
 GS0267
 GS0267  HISTORY     - Date     Condition        Report By
 GS0267  HISTORY     - 1943     MONUMENTED       CGS
 GS0267
 GS0267                          STATION DESCRIPTION
 GS0267
 GS0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GS0267'19.8 MI NW FROM DEATH VALLEY JCT.
 GS0267'IN NYE COUNTY, NEVADA, 19.8 MILES NORTHWEST ALONG THE ABANDONED
 GS0267'TONOPAH AND TIDEWATER RAILROAD FROM THE FORMER STATION AT DEATH
 GS0267'VALLEY JUNCTION, INYO COUNTY, CALIFORNIA, AND 60 FEET EAST OF
 GS0267'THE OLD ROADBED.  A STANDARD DISK, STAMPED N 296 1943 AND SET
 GS0267'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0112 ***********************************************************************
 LS0112  DESIGNATION -  N 297
 LS0112  PID         -  LS0112
 LS0112  STATE/COUNTY-  NV/PERSHING
 LS0112  USGS QUAD   -  LOVELOCK (1987)
 LS0112
 LS0112                         *CURRENT SURVEY CONTROL
 LS0112  ___________________________________________________________________
 LS0112* NAD 83(1986)-  40 12 05.     (N)    118 27 14.     (W)     SCALED    
 LS0112* NAVD 88     -      1216.970  (meters)    3992.68   (feet)  ADJUSTED  
 LS0112  ___________________________________________________________________
 LS0112  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 LS0112  DYNAMIC HT  -        1215.985 (meters)    3989.44  (feet)  COMP
 LS0112  MODELED GRAV-     979,774.3   (mgal)                       NAVD 88
 LS0112
 LS0112  VERT ORDER  -  FIRST     CLASS II
 LS0112
 LS0112.The horizontal coordinates were scaled from a topographic map and have
 LS0112.an estimated accuracy of +/- 6 seconds.
 LS0112
 LS0112.The orthometric height was determined by differential leveling
 LS0112.and adjusted by the National Geodetic Survey in June 1991..
 LS0112
 LS0112.The geoid height was determined by GEOID03.
 LS0112
 LS0112.The dynamic height is computed by dividing the NAVD 88
 LS0112.geopotential number by the normal gravity value computed on the
 LS0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0112.degrees latitude (g = 980.6199 gals.).
 LS0112
 LS0112.The modeled gravity was interpolated from observed gravity values.
 LS0112
 LS0112;                    North         East    Units  Estimated Accuracy
 LS0112;SPC NV W     - 4,604,980.      811,020.      MT  (+/- 180 meters Scaled)
 LS0112
 LS0112                          SUPERSEDED SURVEY CONTROL
 LS0112
 LS0112  NGVD 29 (??/??/92) 1216.01   (m)         3989.5    (f) COMPUTED    1 2
 LS0112
 LS0112.Superseded values are not recommended for survey control.
 LS0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0112.See file dsdata.txt to determine how the superseded data were derived.
 LS0112
 LS0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE762511(NAD 83)
 LS0112_MARKER: DB = BENCH MARK DISK
 LS0112_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LS0112_SP_SET: HEADWALL
 LS0112_STAMPING: N 297 1945
 LS0112_MARK LOGO: CGS   
 LS0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0112+STABILITY: SURFACE MOTION
 LS0112
 LS0112  HISTORY     - Date     Condition        Report By
 LS0112  HISTORY     - 1945     MONUMENTED       CGS
 LS0112  HISTORY     - 1953     GOOD             NGS
 LS0112  HISTORY     - 1986     GOOD             NGS
 LS0112
 LS0112                          STATION DESCRIPTION
 LS0112
 LS0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LS0112'1.8 MI NE FROM LOVELOCK.
 LS0112'1.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LS0112'THE STATION AT LOVELOCK, 5 1/2 POLES NORTHEAST OF MILEPOLE 346, AT A
 LS0112'CONCRETE BOX CULVERT UNDER AN EAST-WEST GRAVELED ROAD, IN THE TOP OF
 LS0112'THE EAST END OF THE SOUTH HEAD WALL, 118.3 FEET WEST OF THE WEST RAIL,
 LS0112'52.7 FEET EAST OF THE CENTER LINE OF U. S. HIGHWAY 40, 8 FEET SOUTH OF
 LS0112'THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 LS0112
 LS0112                          STATION RECOVERY (1986)
 LS0112
 LS0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0112'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM (0.3
 LS0112'MI) NORTHEAST ALONG CORNELL AVENUE FROM THE INTERSECTION OF MAIN
 LS0112'STREET IN LOVELOCK, THENCE 2.5 KM (1.5 MI) NORTHEAST ALONG UPPER
 LS0112'VALLEY ROAD, 0.36 KM (0.22 MI) NORTHEAST OF MILEPOST 19, 16.0 METERS
 LS0112'(52.5 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 2.4 METERS (8.0 FT)
 LS0112'SOUTH THE CENTERLINE OF ROGERS ROAD, IN TOP AND AT THE EAST END OF THE
 LS0112'SOUTH HEADWALL OF A BOX CULVERT FOR A CANAL.
 LS0112'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0225 ***********************************************************************
 LS0225  DESIGNATION -  N 298
 LS0225  PID         -  LS0225
 LS0225  STATE/COUNTY-  NV/PERSHING
 LS0225  USGS QUAD   -  LOVELOCK (1987)
 LS0225
 LS0225                         *CURRENT SURVEY CONTROL
 LS0225  ___________________________________________________________________
 LS0225* NAD 83(1986)-  40 11 16.     (N)    118 27 17.     (W)     SCALED    
 LS0225* NAVD 88     -      1214.624  (meters)    3984.98   (feet)  ADJUSTED  
 LS0225  ___________________________________________________________________
 LS0225  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 LS0225  DYNAMIC HT  -        1213.644 (meters)    3981.76  (feet)  COMP
 LS0225  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 LS0225
 LS0225  VERT ORDER  -  SECOND    CLASS 0
 LS0225
 LS0225.The horizontal coordinates were scaled from a topographic map and have
 LS0225.an estimated accuracy of +/- 6 seconds.
 LS0225
 LS0225.The orthometric height was determined by differential leveling
 LS0225.and adjusted by the National Geodetic Survey in June 1991..
 LS0225
 LS0225.The geoid height was determined by GEOID03.
 LS0225
 LS0225.The dynamic height is computed by dividing the NAVD 88
 LS0225.geopotential number by the normal gravity value computed on the
 LS0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0225.degrees latitude (g = 980.6199 gals.).
 LS0225
 LS0225.The modeled gravity was interpolated from observed gravity values.
 LS0225
 LS0225;                    North         East    Units  Estimated Accuracy
 LS0225;SPC NV W     - 4,603,470.      810,950.      MT  (+/- 180 meters Scaled)
 LS0225
 LS0225                          SUPERSEDED SURVEY CONTROL
 LS0225
 LS0225  NGVD 29 (??/??/92) 1213.664  (m)         3981.83   (f) ADJ UNCH    2 0
 LS0225
 LS0225.Superseded values are not recommended for survey control.
 LS0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0225.See file dsdata.txt to determine how the superseded data were derived.
 LS0225
 LS0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE761496(NAD 83)
 LS0225_MARKER: DB = BENCH MARK DISK
 LS0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0225_STAMPING: N 298 1945
 LS0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0225+STABILITY: SURFACE MOTION
 LS0225
 LS0225  HISTORY     - Date     Condition        Report By
 LS0225  HISTORY     - 1945     MONUMENTED       CGS
 LS0225  HISTORY     - 1957     GOOD             NGS
 LS0225
 LS0225                          STATION DESCRIPTION
 LS0225
 LS0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LS0225'1.3 MI NE FROM LOVELOCK.
 LS0225'0.7 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 LS0225'STATION AT LOVELOCK, THENCE 0.6 MILE EAST ALONG A PAVED ROAD TO THE
 LS0225'SOUTHWEST CORNER OF THE LOVELOCK AIRPORT, 31.0 FEET NORTH OF
 LS0225'CENTERLINE OF ROAD, 29.0 FEET EAST OF THE EAST BANK OF THE HUMBOLDT
 LS0225'RIVER, 28.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN BRIDGE
 LS0225'OVER THE RIVER, 1.8 FEET NORTH OF A BARBED WIRE FENCE ALONG THE SOUTH
 LS0225'SIDE OF THE AIRPORT, 1.5 FEET WEST OF A WITNESS POST, SET IN TOP OF A
 LS0225'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0132 ***********************************************************************
 MT0132  DESIGNATION -  N 3
 MT0132  PID         -  MT0132
 MT0132  STATE/COUNTY-  NV/ELKO
 MT0132  USGS QUAD   -  MONTELLO (1967)
 MT0132
 MT0132                         *CURRENT SURVEY CONTROL
 MT0132  ___________________________________________________________________
 MT0132* NAD 83(1986)-  41 16 15.     (N)    114 10 34.     (W)     SCALED    
 MT0132* NAVD 88     -      1478.248  (meters)    4849.89   (feet)  ADJUSTED  
 MT0132  ___________________________________________________________________
 MT0132  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 MT0132  DYNAMIC HT  -        1477.105 (meters)    4846.14  (feet)  COMP
 MT0132  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 MT0132
 MT0132  VERT ORDER  -  FIRST     CLASS II
 MT0132
 MT0132.The horizontal coordinates were scaled from a topographic map and have
 MT0132.an estimated accuracy of +/- 6 seconds.
 MT0132
 MT0132.The orthometric height was determined by differential leveling
 MT0132.and adjusted by the National Geodetic Survey in June 1991..
 MT0132
 MT0132.The geoid height was determined by GEOID03.
 MT0132
 MT0132.The dynamic height is computed by dividing the NAVD 88
 MT0132.geopotential number by the normal gravity value computed on the
 MT0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0132.degrees latitude (g = 980.6199 gals.).
 MT0132
 MT0132.The modeled gravity was interpolated from observed gravity values.
 MT0132
 MT0132;                    North         East    Units  Estimated Accuracy
 MT0132;SPC NV E     - 8,724,680.      317,900.      MT  (+/- 180 meters Scaled)
 MT0132
 MT0132                          SUPERSEDED SURVEY CONTROL
 MT0132
 MT0132  NGVD 29 (??/??/92) 1477.141  (m)         4846.25   (f) ADJ UNCH    1 2
 MT0132
 MT0132.Superseded values are not recommended for survey control.
 MT0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0132.See file dsdata.txt to determine how the superseded data were derived.
 MT0132
 MT0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF365726(NAD 83)
 MT0132_MARKER: P = PIPE CAP
 MT0132_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0132_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MT0132_STAMPING: N 3 4846.253
 MT0132_MARK LOGO: CGS   
 MT0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0132
 MT0132  HISTORY     - Date     Condition        Report By
 MT0132  HISTORY     - 1911     MONUMENTED       CGS
 MT0132  HISTORY     - 1953     GOOD             NGS
 MT0132  HISTORY     - 1984     GOOD             NGS
 MT0132
 MT0132                          STATION DESCRIPTION
 MT0132
 MT0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0132'1.1 MI NE FROM MONTELLO.
 MT0132'1.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0132'THE STATION AT MONTELLO, 129 1/2 FEET WEST OF MILEPOLE 663, 181.9 FEET
 MT0132'NORTHWEST OF  THE NORTHWEST RAIL OF THE WEST-BOUND TRACK, 31 FEET
 MT0132'SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 2.7 FEET SOUTHEAST OF
 MT0132'A FENCE, 1.2 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 MT0132'THE TRACK, AND SCREWED ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 0.4
 MT0132'FOOT ABOVE THE GROUND.
 MT0132
 MT0132                          STATION RECOVERY (1984)
 MT0132
 MT0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0132'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.85 KM
 MT0132'(1.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MT0132'OFFICE AT MONTELLO, 55.5 METERS (182 FT) NORTHWEST OF THE NORTHWEST
 MT0132'RAIL, 39.4 METERS (129.5 FT) WEST OF MILEPOLE 663, 9.4 METERS (31 FT)
 MT0132'SOUTHEAST OF THE CENTER OF A DIRT ROAD AND 0.7 METER (2.5 FT)
 MT0132'SOUTHEAST OF THE RIGHT OF WAY FENCE.  A SHALLOW-SET PIPE PROJECTING 15
 MT0132'CENTIMETERS.
 MT0132'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 MT0132'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1681 ***********************************************************************
 GR1681  DESIGNATION -  N 3
 GR1681  PID         -  GR1681
 GR1681  STATE/COUNTY-  NV/CLARK
 GR1681  USGS QUAD   -  BOULDER BEACH (1970)
 GR1681
 GR1681                         *CURRENT SURVEY CONTROL
 GR1681  ___________________________________________________________________
 GR1681* NAD 83(1994)-  36 04 48.34906(N)    114 47 50.95158(W)     ADJUSTED  
 GR1681* NAVD 88     -       403.7    (meters)    1324.     (feet)  VERTCON   
 GR1681  ___________________________________________________________________
 GR1681  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 GR1681  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GR1681
 GR1681  HORZ ORDER  -  THIRD
 GR1681
 GR1681.The horizontal coordinates were established by classical geodetic methods
 GR1681.and adjusted by the National Geodetic Survey in June 1998..
 GR1681
 GR1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1681
 GR1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1681
 GR1681.The geoid height was determined by GEOID03.
 GR1681
 GR1681;                    North         East     Units Scale Factor Converg.
 GR1681;SPC NV E     - 8,147,842.976   270,776.733   MT  0.99996170   +0 27 46.1
 GR1681;SPC NV E     -26,731,714.83    888,373.33   sFT  0.99996170   +0 27 46.1
 GR1681;SPC AZ W     -   563,926.242   119,015.012   MT  1.00004297   -0 37 00.9
 GR1681;SPC AZ W     - 1,850,151.71    390,469.20   iFT  1.00004297   -0 37 00.9
 GR1681;UTM  11      - 3,995,077.937   698,321.469   MT  1.00008465   +1 17 51.1
 GR1681
 GR1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1681!SPC NV E     -   0.99994107  x   0.99996170  =   0.99990277
 GR1681!SPC AZ W     -   0.99994107  x   1.00004297  =   0.99998403
 GR1681!UTM  11      -   0.99994107  x   1.00008465  =   1.00002571
 GR1681
 GR1681:                Primary Azimuth Mark                     Grid Az
 GR1681:SPC NV E     -  N 4                                      316 41 09.7
 GR1681:SPC AZ W     -  N 4                                      317 45 56.7
 GR1681:UTM  11      -  N 4                                      315 51 04.7
 GR1681
 GR1681|---------------------------------------------------------------------|
 GR1681| PID    Reference Object                     Distance      Geod. Az  |
 GR1681|                                                           dddmmss.s |
 GR1681| GR1695 N 4                                 APPROX. 3.8 KM 3170855.8 |
 GR1681|---------------------------------------------------------------------|
 GR1681
 GR1681                          SUPERSEDED SURVEY CONTROL
 GR1681
 GR1681  NAD 83(1992)-  36 04 48.34870(N)    114 47 50.95183(W) AD(       ) 3
 GR1681  NAD 83(1992)-  36 04 48.34905(N)    114 47 50.95173(W) AD(       ) 3
 GR1681  NAD 83(1986)-  36 04 48.33721(N)    114 47 50.93770(W) AD(       ) 3
 GR1681  NGVD 29 (06/27/88)  403.0    (m)         1322.     (f) VERT ANG       
 GR1681
 GR1681.Superseded values are not recommended for survey control.
 GR1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1681.See file dsdata.txt to determine how the superseded data were derived.
 GR1681
 GR1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9832195078(NAD 83)
 GR1681_MARKER: DS = TRIANGULATION STATION DISK
 GR1681_SETTING: 80 = SET IN A BOULDER
 GR1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1681+STABILITY: SURFACE MOTION
 GR1681
 GR1681  HISTORY     - Date     Condition        Report By
 GR1681  HISTORY     - 1947     MONUMENTED       USGS
 GR1681
 GR1681                          STATION DESCRIPTION
 GR1681
 GR1681'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1681'LOCATED ABOUT 5.7 MI NW. OF HOOVER DAM, ABOUT 1.7 MI N. OF N.P.S.
 GR1681'BOAT DOCK.  ON SMALL TOP ON MOST NORTHERLY SPUR RIDGE EXTENDING E.
 GR1681'ON SADDLE ISLAND, ABOUT 1000 FT. NW. OF SOUTHEAST END OF SPUR
 GR1681'RIDGE, ABOUT 70 FT. ABOVE HIGH WATER MARK.
 GR1681'
 GR1681'TO REACH NOT GIVEN.
 GR1681'
 GR1681'STATION MARK--STANDARD TABLET STAMPED---N3 1947---, CEMENTED IN TOP
 GR1681'OF BOULDER IN PLACE.
 GR1681'
 GR1681'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0222 ***********************************************************************
 LQ0222  DESIGNATION -  N 30
 LQ0222  PID         -  LQ0222
 LQ0222  STATE/COUNTY-  NV/ELKO
 LQ0222  USGS QUAD   -  GOSHUTE LAKE NORTH (1982)
 LQ0222
 LQ0222                         *CURRENT SURVEY CONTROL
 LQ0222  ___________________________________________________________________
 LQ0222* NAD 83(1986)-  40 09 21.     (N)    114 42 44.     (W)     SCALED    
 LQ0222* NAVD 88     -      1782.646  (meters)    5848.56   (feet)  ADJUSTED  
 LQ0222  ___________________________________________________________________
 LQ0222  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 LQ0222  DYNAMIC HT  -        1780.960 (meters)    5843.03  (feet)  COMP
 LQ0222  MODELED GRAV-     979,616.7   (mgal)                       NAVD 88
 LQ0222
 LQ0222  VERT ORDER  -  FIRST     CLASS II
 LQ0222
 LQ0222.The horizontal coordinates were scaled from a topographic map and have
 LQ0222.an estimated accuracy of +/- 6 seconds.
 LQ0222
 LQ0222.The orthometric height was determined by differential leveling
 LQ0222.and adjusted by the National Geodetic Survey in June 1991..
 LQ0222
 LQ0222.The geoid height was determined by GEOID03.
 LQ0222
 LQ0222.The dynamic height is computed by dividing the NAVD 88
 LQ0222.geopotential number by the normal gravity value computed on the
 LQ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0222.degrees latitude (g = 980.6199 gals.).
 LQ0222
 LQ0222.The modeled gravity was interpolated from observed gravity values.
 LQ0222
 LQ0222;                    North         East    Units  Estimated Accuracy
 LQ0222;SPC NV E     - 8,600,280.      274,210.      MT  (+/- 180 meters Scaled)
 LQ0222
 LQ0222                          SUPERSEDED SURVEY CONTROL
 LQ0222
 LQ0222  NGVD 29 (??/??/92) 1781.477  (m)         5844.73   (f) ADJ UNCH    1 2
 LQ0222
 LQ0222.Superseded values are not recommended for survey control.
 LQ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0222.See file dsdata.txt to determine how the superseded data were derived.
 LQ0222
 LQ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE948475(NAD 83)
 LQ0222_MARKER: DB = BENCH MARK DISK
 LQ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0222_STAMPING: 5844.729 N 30 1933
 LQ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0222+STABILITY: SURFACE MOTION
 LQ0222
 LQ0222  HISTORY     - Date     Condition        Report By
 LQ0222  HISTORY     - 1933     MONUMENTED       CGS
 LQ0222  HISTORY     - 1980     POOR             LOCENG
 LQ0222
 LQ0222                          STATION DESCRIPTION
 LQ0222
 LQ0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LQ0222'9.0 MI S FROM CURRIE.
 LQ0222'ABOUT 9.0 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM CURRIE,
 LQ0222'ELKO COUNTY, ABOUT 1 MILE SOUTH OF THE SIDING AT GOSHUTE, 5 FEET
 LQ0222'SOUTHEAST OF MILEPOST 72, AND 45 FEET WEST OF THE CENTER LINE OF THE
 LQ0222'TRACK.  A STANDARD DISK, STAMPED 5844.729 N 30 1933 AND SET IN THE TOP
 LQ0222'OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 LQ0222
 LQ0222                          STATION RECOVERY (1980)
 LQ0222
 LQ0222'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 LQ0222'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1682 ***********************************************************************
 GR1682  DESIGNATION -  N 30
 GR1682  PID         -  GR1682
 GR1682  STATE/COUNTY-  NV/CLARK
 GR1682  USGS QUAD   -  MIDDLE POINT (1983)
 GR1682
 GR1682                         *CURRENT SURVEY CONTROL
 GR1682  ___________________________________________________________________
 GR1682* NAD 83(1994)-  36 09 34.07379(N)    114 29 21.36232(W)     ADJUSTED  
 GR1682* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1682  ___________________________________________________________________
 GR1682  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 GR1682  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GR1682
 GR1682  HORZ ORDER  -  THIRD
 GR1682
 GR1682.The horizontal coordinates were established by classical geodetic methods
 GR1682.and adjusted by the National Geodetic Survey in June 1998..
 GR1682
 GR1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1682
 GR1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1682
 GR1682.The geoid height was determined by GEOID03.
 GR1682
 GR1682;                    North         East     Units Scale Factor Converg.
 GR1682;SPC NV E     - 8,156,917.586   298,438.039   MT  1.00001936   +0 38 44.1
 GR1682;SPC NV E     -26,761,487.11    979,125.47   sFT  1.00001936   +0 38 44.1
 GR1682;SPC AZ W     -   572,477.707   146,843.252   MT  0.99998783   -0 26 10.4
 GR1682;SPC AZ W     - 1,878,207.70    481,769.20   iFT  0.99998783   -0 26 10.4
 GR1682;UTM  11      - 4,004,556.543   725,852.069   MT  1.00022855   +1 28 55.4
 GR1682
 GR1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1682!SPC NV E     -   0.99994652  x   1.00001936  =   0.99996587
 GR1682!SPC AZ W     -   0.99994652  x   0.99998783  =   0.99993435
 GR1682!UTM  11      -   0.99994652  x   1.00022855  =   1.00017505
 GR1682
 GR1682:                Primary Azimuth Mark                     Grid Az
 GR1682:SPC NV E     -  N 29                                     282 41 04.3
 GR1682:SPC AZ W     -  N 29                                     283 45 58.8
 GR1682:UTM  11      -  N 29                                     281 50 53.0
 GR1682
 GR1682|---------------------------------------------------------------------|
 GR1682| PID    Reference Object                     Distance      Geod. Az  |
 GR1682|                                                           dddmmss.s |
 GR1682| GR1680 N 29                                APPROX. 1.8 KM 2831948.4 |
 GR1682|---------------------------------------------------------------------|
 GR1682
 GR1682                          SUPERSEDED SURVEY CONTROL
 GR1682
 GR1682  NAD 83(1994)-  36 09 34.07380(N)    114 29 21.36235(W) AD(       ) 3
 GR1682  NAD 83(1992)-  36 09 34.07380(N)    114 29 21.36234(W) AD(       ) 3
 GR1682  NAD 83(1986)-  36 09 34.06141(N)    114 29 21.35490(W) AD(       ) 3
 GR1682  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1682
 GR1682.Superseded values are not recommended for survey control.
 GR1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1682.See file dsdata.txt to determine how the superseded data were derived.
 GR1682
 GR1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2585204557(NAD 83)
 GR1682_MARKER: DS = TRIANGULATION STATION DISK
 GR1682_SETTING: 80 = SET IN A BOULDER
 GR1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1682+STABILITY: SURFACE MOTION
 GR1682
 GR1682  HISTORY     - Date     Condition        Report By
 GR1682  HISTORY     - 1948     MONUMENTED       USGS
 GR1682
 GR1682                          STATION DESCRIPTION
 GR1682
 GR1682'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1682'LOCATED ABOUT 3.5 MI E. OF N.P.S. LIGHT BASE AT EAST END OF
 GR1682'BOULDER CANYON, ABOUT 2.8 MI W. OF MIDDLE POINT.  ON LONG, LOW
 GR1682'RIDGE ABOUT 150 FT. N. OF HIGH WATER MARK AT SOUTH END OF RIDGE,
 GR1682'ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1682'
 GR1682'TO REACH NOT GIVEN.
 GR1682'
 GR1682'STATION MARK--STANDARD TABLET STAMPED---N30 1948---, CEMENTED IN
 GR1682'TOP OF ROCK IN PLACE.
 GR1682'
 GR1682'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0791 ***********************************************************************
 GR0791  DESIGNATION -  N 301
 GR0791  PID         -  GR0791
 GR0791  STATE/COUNTY-  NV/CLARK
 GR0791  USGS QUAD   -  MOAPA WEST (1983)
 GR0791
 GR0791                         *CURRENT SURVEY CONTROL
 GR0791  ___________________________________________________________________
 GR0791* NAD 83(1986)-  36 44 18.     (N)    114 44 23.     (W)     SCALED    
 GR0791* NAVD 88     -       559.075  (meters)    1834.23   (feet)  ADJUSTED  
 GR0791  ___________________________________________________________________
 GR0791  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 GR0791  DYNAMIC HT  -         558.546 (meters)    1832.50  (feet)  COMP
 GR0791  MODELED GRAV-     979,668.1   (mgal)                       NAVD 88
 GR0791
 GR0791  VERT ORDER  -  SECOND    CLASS 0
 GR0791
 GR0791.The horizontal coordinates were scaled from a topographic map and have
 GR0791.an estimated accuracy of +/- 6 seconds.
 GR0791
 GR0791.The orthometric height was determined by differential leveling
 GR0791.and adjusted by the National Geodetic Survey in June 1991..
 GR0791
 GR0791.The geoid height was determined by GEOID03.
 GR0791
 GR0791.The dynamic height is computed by dividing the NAVD 88
 GR0791.geopotential number by the normal gravity value computed on the
 GR0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0791.degrees latitude (g = 980.6199 gals.).
 GR0791
 GR0791.The modeled gravity was interpolated from observed gravity values.
 GR0791
 GR0791;                    North         East    Units  Estimated Accuracy
 GR0791;SPC NV E     - 8,220,920.      275,340.      MT  (+/- 180 meters Scaled)
 GR0791
 GR0791                          SUPERSEDED SURVEY CONTROL
 GR0791
 GR0791  NGVD 29 (??/??/92)  558.415  (m)         1832.07   (f) ADJ UNCH    2 0
 GR0791
 GR0791.Superseded values are not recommended for survey control.
 GR0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0791.See file dsdata.txt to determine how the superseded data were derived.
 GR0791
 GR0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA018682(NAD 83)
 GR0791_MARKER: DB = BENCH MARK DISK
 GR0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0791_SP_SET: CULVERT
 GR0791_STAMPING: N 301 1941
 GR0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0791
 GR0791  HISTORY     - Date     Condition        Report By
 GR0791  HISTORY     - 1941     MONUMENTED       CGS
 GR0791  HISTORY     - 1982     MARK NOT FOUND   NGS
 GR0791
 GR0791                          STATION DESCRIPTION
 GR0791
 GR0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GR0791'8.0 MI NW FROM MOAPA.
 GR0791'ABOUT 8.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE OVERPASS OVER
 GR0791'THE UNION PACIFIC RAILROAD FROM MOAPA, CLARK COUNTY, ABOUT 1.0 MILE
 GR0791'NORTHWEST OF THE CROSSING OF THE ROAD LEADING TO THE VEGAS STOCK FARM,
 GR0791'ABOUT 150.0 FEET WEST OF THE SOUTH END OF A GRAVEL AND DIRT RIDGE, AT
 GR0791'A CULVERT, IN THE TOP OF THE EAST WING WALL OF THE NORTH HEAD WALL,
 GR0791'16.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2.0 FEET
 GR0791'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED N 301 1941.
 GR0791
 GR0791                          STATION RECOVERY (1982)
 GR0791
 GR0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0081 ***********************************************************************
 GR0081  DESIGNATION -  N 302
 GR0081  PID         -  GR0081
 GR0081  STATE/COUNTY-  NV/CLARK
 GR0081  USGS QUAD   -  FLAT TOP MESA (1985)
 GR0081
 GR0081                         *CURRENT SURVEY CONTROL
 GR0081  ___________________________________________________________________
 GR0081* NAD 83(1986)-  36 46 07.     (N)    114 07 35.     (W)     SCALED    
 GR0081* NAVD 88     -       476.174  (meters)    1562.25   (feet)  ADJUSTED  
 GR0081  ___________________________________________________________________
 GR0081  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 GR0081  DYNAMIC HT  -         475.707 (meters)    1560.72  (feet)  COMP
 GR0081  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 GR0081
 GR0081  VERT ORDER  -  FIRST     CLASS I
 GR0081
 GR0081.The horizontal coordinates were scaled from a topographic map and have
 GR0081.an estimated accuracy of +/- 6 seconds.
 GR0081
 GR0081.The orthometric height was determined by differential leveling
 GR0081.and adjusted by the National Geodetic Survey in June 1991..
 GR0081
 GR0081.The geoid height was determined by GEOID03.
 GR0081
 GR0081.The dynamic height is computed by dividing the NAVD 88
 GR0081.geopotential number by the normal gravity value computed on the
 GR0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0081.degrees latitude (g = 980.6199 gals.).
 GR0081
 GR0081.The modeled gravity was interpolated from observed gravity values.
 GR0081
 GR0081;                    North         East    Units  Estimated Accuracy
 GR0081;SPC NV E     - 8,224,940.      330,070.      MT  (+/- 180 meters Scaled)
 GR0081
 GR0081                          SUPERSEDED SURVEY CONTROL
 GR0081
 GR0081  NGVD 29 (??/??/92)  475.479  (m)         1559.97   (f) ADJ UNCH    1 1
 GR0081
 GR0081.Superseded values are not recommended for survey control.
 GR0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0081.See file dsdata.txt to determine how the superseded data were derived.
 GR0081
 GR0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA564730(NAD 83)
 GR0081_MARKER: DB = BENCH MARK DISK
 GR0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0081_SP_SET: CULVERT
 GR0081_STAMPING: N 302 1941
 GR0081_MARK LOGO: CGS   
 GR0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0081
 GR0081  HISTORY     - Date     Condition        Report By
 GR0081  HISTORY     - 1941     MONUMENTED       CGS
 GR0081  HISTORY     - 1982     GOOD             NGS
 GR0081  HISTORY     - 1982     GOOD             NGS
 GR0081
 GR0081                          STATION DESCRIPTION
 GR0081
 GR0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GR0081'IN BUNKERVILLE.
 GR0081'AT BUNKERVILLE, CLARK COUNTY, ON U. S. HIGHWAY 91, AT THE INTERSECTION
 GR0081'OF THE ROAD LEADING INTO THE TOWN, 22 FEET SOUTH OF THE CENTERLINE OF
 GR0081'THE HIGHWAY, AT A PIPE CULVERT, IN THE EAST END OF THE SOUTH CONCRETE
 GR0081'HEADWALL, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 GR0081'STAMPED N 302 1941.
 GR0081
 GR0081                          STATION RECOVERY (1982)
 GR0081
 GR0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0081'RECOVERED IN GOOD CONDITION. THE 1941 DESCRIPTION IS ADEQUATE EXCEPT
 GR0081'INTERSECTION DESCRIBED IS NOW STATE HIGHWAY 170 AND MAIN STREET.
 GR0081
 GR0081                          STATION RECOVERY (1982)
 GR0081
 GR0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GR0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0197 ***********************************************************************
 HP0197  DESIGNATION -  N 304
 HP0197  PID         -  HP0197
 HP0197  STATE/COUNTY-  NV/LINCOLN
 HP0197  USGS QUAD   -  LOWER PAHRANAGAT LAKE SW (1980)
 HP0197
 HP0197                         *CURRENT SURVEY CONTROL
 HP0197  ___________________________________________________________________
 HP0197* NAD 83(1986)-  37 05 15.     (N)    115 12 22.     (W)     SCALED    
 HP0197* NAVD 88     -      1094.296  (meters)    3590.20   (feet)  ADJUSTED  
 HP0197  ___________________________________________________________________
 HP0197  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 HP0197  DYNAMIC HT  -        1093.135 (meters)    3586.39  (feet)  COMP
 HP0197  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 HP0197
 HP0197  VERT ORDER  -  SECOND    CLASS 0
 HP0197
 HP0197.The horizontal coordinates were scaled from a topographic map and have
 HP0197.an estimated accuracy of +/- 6 seconds.
 HP0197
 HP0197.The orthometric height was determined by differential leveling
 HP0197.and adjusted by the National Geodetic Survey in June 1991..
 HP0197
 HP0197.The geoid height was determined by GEOID03.
 HP0197
 HP0197.The dynamic height is computed by dividing the NAVD 88
 HP0197.geopotential number by the normal gravity value computed on the
 HP0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0197.degrees latitude (g = 980.6199 gals.).
 HP0197
 HP0197.The modeled gravity was interpolated from observed gravity values.
 HP0197
 HP0197;                    North         East    Units  Estimated Accuracy
 HP0197;SPC NV E     - 8,259,400.      233,540.      MT  (+/- 180 meters Scaled)
 HP0197
 HP0197                          SUPERSEDED SURVEY CONTROL
 HP0197
 HP0197  NGVD 29 (??/??/92) 1093.430  (m)         3587.36   (f) ADJ UNCH    2 0
 HP0197
 HP0197.Superseded values are not recommended for survey control.
 HP0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0197.See file dsdata.txt to determine how the superseded data were derived.
 HP0197
 HP0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB594060(NAD 83)
 HP0197_MARKER: DB = BENCH MARK DISK
 HP0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0197_SP_SET: CONCRETE POST
 HP0197_STAMPING: N 304 1941
 HP0197_MARK LOGO: CGS   
 HP0197_MAGNETIC: N = NO MAGNETIC MATERIAL
 HP0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0197+STABILITY: SURFACE MOTION
 HP0197
 HP0197  HISTORY     - Date     Condition        Report By
 HP0197  HISTORY     - 1941     MONUMENTED       CGS
 HP0197  HISTORY     - 19930309 GOOD             LOCENG
 HP0197
 HP0197                          STATION DESCRIPTION
 HP0197
 HP0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0197'12.0 MI SE FROM ALAMO.
 HP0197'ABOUT 12.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE
 HP0197'AT ALAMO, LINCOLN COUNTY, THENCE ABOUT 13.0 MILES SOUTH ALONG A ROAD
 HP0197'LEADING TO THE CROSSING OF U.S. HIGHWAY 95, ABOUT 0.3 MILE SOUTH OF A
 HP0197'GAME REFUGE BOUNDARY POST, 50.0 FEET EAST OF THE CENTER LINE OF THE
 HP0197'ROAD, 3.0 FEET SOUTH OF A TRIANGULAR CONCRETE POST PROJECTING ABOUT
 HP0197'1.8 FEET ABOVE GROUND, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 HP0197'DISK, STAMPED N 304 1941 AND SET IN THE TOP OF A CONCRETE POST
 HP0197'PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 HP0197
 HP0197                          STATION RECOVERY (1993)
 HP0197
 HP0197'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 HP0197'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 HP0197'(3.3 FT) WEST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1290 ***********************************************************************
 GR1290  DESIGNATION -  N 305
 GR1290  PID         -  GR1290
 GR1290  STATE/COUNTY-  NV/CLARK
 GR1290  USGS QUAD   -  INDIAN SPRINGS SE (1982)
 GR1290
 GR1290                         *CURRENT SURVEY CONTROL
 GR1290  ___________________________________________________________________
 GR1290* NAD 83(1986)-  36 35 06.     (N)    115 30 35.     (W)     SCALED    
 GR1290* NAVD 88     -       924.423  (meters)    3032.88   (feet)  ADJUSTED  
 GR1290  ___________________________________________________________________
 GR1290  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 GR1290  DYNAMIC HT  -         923.442 (meters)    3029.66  (feet)  COMP
 GR1290  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 GR1290
 GR1290  VERT ORDER  -  SECOND    CLASS 0
 GR1290
 GR1290.The horizontal coordinates were scaled from a topographic map and have
 GR1290.an estimated accuracy of +/- 6 seconds.
 GR1290
 GR1290.The orthometric height was determined by differential leveling
 GR1290.and adjusted by the National Geodetic Survey in June 1991..
 GR1290
 GR1290.The geoid height was determined by GEOID03.
 GR1290
 GR1290.The dynamic height is computed by dividing the NAVD 88
 GR1290.geopotential number by the normal gravity value computed on the
 GR1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1290.degrees latitude (g = 980.6199 gals.).
 GR1290
 GR1290.The modeled gravity was interpolated from observed gravity values.
 GR1290
 GR1290;                    North         East    Units  Estimated Accuracy
 GR1290;SPC NV E     - 8,203,580.      206,590.      MT  (+/- 180 meters Scaled)
 GR1290
 GR1290                          SUPERSEDED SURVEY CONTROL
 GR1290
 GR1290  NGVD 29 (??/??/92)  923.641  (m)         3030.31   (f) ADJ UNCH    2 0
 GR1290
 GR1290.Superseded values are not recommended for survey control.
 GR1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1290.See file dsdata.txt to determine how the superseded data were derived.
 GR1290
 GR1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA333498(NAD 83)
 GR1290_MARKER: DB = BENCH MARK DISK
 GR1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1290_STAMPING: N 305 1941
 GR1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1290+STABILITY: SURFACE MOTION
 GR1290
 GR1290  HISTORY     - Date     Condition        Report By
 GR1290  HISTORY     - 1941     MONUMENTED       CGS
 GR1290  HISTORY     - 1973     GOOD             USGS
 GR1290
 GR1290                          STATION DESCRIPTION
 GR1290
 GR1290'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR1290'12.5 MI E FROM INDIAN SPRINGS.
 GR1290'ABOUT 6.6 MI SE. ALONG U.S. HWY. 95 FROM POST OFFICE AT INDIAN SPRINGS
 GR1290'TO RD. JCT. LEADING NE., THENCE 1.3 MI NE TO JCT. OF TRACK RD. ALONG
 GR1290'NE. SIDE OF DISMANTLED RR., THENCE 1.0 MI ESE. ALONG TRACK RD., THENCE
 GR1290'1.7 MI NE.  ALONG TRACK RD. TO A LINE OF WRECKED VEHICLES AT SW. EDGE
 GR1290'OF DRY LAKE, THENCE 1.9 MI NNE. ACROSS COUNTRY ON DRY LAKE BED. IN
 GR1290'APPROX. CENTER OF DRY LAKE THAT IS ABOUT 5 MI LONG N. AND S.. 1.3 MI
 GR1290'ENE. OF SE.-MOST OF LINE OF 3 WOODEN, RED AND WHITE TOWERS. A STD. USC
 GR1290'AND GS DISK, STAMPED N 305 1941, SET IN TOP OF A CONC. POST PROJECTING
 GR1290'0.7 FT.  NOTE-- MARK LIES WITHIN BOUNDARY OF NELLIS AIR FORCE RANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1310 ***********************************************************************
 KR1310  DESIGNATION -  N 306
 KR1310  PID         -  KR1310
 KR1310  STATE/COUNTY-  NV/WASHOE
 KR1310  USGS QUAD   -  RENO (1982)
 KR1310
 KR1310                         *CURRENT SURVEY CONTROL
 KR1310  ___________________________________________________________________
 KR1310* NAD 83(1986)-  39 31 49.     (N)    119 48 12.     (W)     SCALED    
 KR1310* NAVD 88     -      1369.247  (meters)    4492.27   (feet)  ADJUSTED  
 KR1310  ___________________________________________________________________
 KR1310  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KR1310  DYNAMIC HT  -        1368.006 (meters)    4488.20  (feet)  COMP
 KR1310  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 KR1310
 KR1310  VERT ORDER  -  FIRST     CLASS I
 KR1310
 KR1310.The horizontal coordinates were scaled from a topographic map and have
 KR1310.an estimated accuracy of +/- 6 seconds.
 KR1310
 KR1310.The orthometric height was determined by differential leveling
 KR1310.and adjusted by the National Geodetic Survey in June 1991..
 KR1310
 KR1310.The geoid height was determined by GEOID03.
 KR1310
 KR1310.The dynamic height is computed by dividing the NAVD 88
 KR1310.geopotential number by the normal gravity value computed on the
 KR1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1310.degrees latitude (g = 980.6199 gals.).
 KR1310
 KR1310.The modeled gravity was interpolated from observed gravity values.
 KR1310
 KR1310;                    North         East    Units  Estimated Accuracy
 KR1310;SPC NV W     - 4,531,180.      695,120.      MT  (+/- 180 meters Scaled)
 KR1310
 KR1310                          SUPERSEDED SURVEY CONTROL
 KR1310
 KR1310  NGVD 29 (??/??/92) 1368.176  (m)         4488.76   (f) ADJ UNCH    1 1
 KR1310
 KR1310.Superseded values are not recommended for survey control.
 KR1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1310.See file dsdata.txt to determine how the superseded data were derived.
 KR1310
 KR1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD590793(NAD 83)
 KR1310_MARKER: DB = BENCH MARK DISK
 KR1310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1310_SP_SET: CONCRETE BASE
 KR1310_STAMPING: N 306 1947
 KR1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1310
 KR1310  HISTORY     - Date     Condition        Report By
 KR1310  HISTORY     - 1947     MONUMENTED       CGS
 KR1310  HISTORY     - 1969     GOOD             NGS
 KR1310
 KR1310                          STATION DESCRIPTION
 KR1310
 KR1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR1310'0.5 MI E FROM RENO.
 KR1310'0.5 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1310'STATION AT RENO, AT WELLS AVENUE UNDERPASS, IN THE TOP OF THE WEST END
 KR1310'OF THE SOUTH CONCRETE BASE OF A METAL GUARDRAIL, 26.2 FEET SOUTH OF
 KR1310'THE SOUTH RAIL OF THE WESTBOUND TRACK, 22 FEET WEST OF THE CENTER LINE
 KR1310'OF THE AVENUE, 0.6 FOOT EAST OF THE EAST END OF THE SOUTHWEST WING
 KR1310'WALL, AND ABOUT LEVEL WITH THE TRACK.  SEC 12, T19N, R 19E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1148 ***********************************************************************
 KR1148  DESIGNATION -  N 307
 KR1148  PID         -  KR1148
 KR1148  STATE/COUNTY-  NV/WASHOE
 KR1148  USGS QUAD   -  RENO (1982)
 KR1148
 KR1148                         *CURRENT SURVEY CONTROL
 KR1148  ___________________________________________________________________
 KR1148* NAD 83(1986)-  39 30 59.     (N)    119 48 00.     (W)     SCALED    
 KR1148* NAVD 88     -      1361.849  (meters)    4468.00   (feet)  ADJUSTED  
 KR1148  ___________________________________________________________________
 KR1148  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR1148  DYNAMIC HT  -        1360.612 (meters)    4463.94  (feet)  COMP
 KR1148  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 KR1148
 KR1148  VERT ORDER  -  FIRST     CLASS II
 KR1148
 KR1148.The horizontal coordinates were scaled from a topographic map and have
 KR1148.an estimated accuracy of +/- 6 seconds.
 KR1148
 KR1148.The orthometric height was determined by differential leveling
 KR1148.and adjusted by the National Geodetic Survey in June 1991..
 KR1148
 KR1148.The geoid height was determined by GEOID03.
 KR1148
 KR1148.The dynamic height is computed by dividing the NAVD 88
 KR1148.geopotential number by the normal gravity value computed on the
 KR1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1148.degrees latitude (g = 980.6199 gals.).
 KR1148
 KR1148.The modeled gravity was interpolated from observed gravity values.
 KR1148
 KR1148;                    North         East    Units  Estimated Accuracy
 KR1148;SPC NV W     - 4,529,630.      695,380.      MT  (+/- 180 meters Scaled)
 KR1148
 KR1148                          SUPERSEDED SURVEY CONTROL
 KR1148
 KR1148  NGVD 29 (??/??/92) 1360.777  (m)         4464.48   (f) ADJ UNCH    1 2
 KR1148
 KR1148.Superseded values are not recommended for survey control.
 KR1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1148.See file dsdata.txt to determine how the superseded data were derived.
 KR1148
 KR1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD592778(NAD 83)
 KR1148_MARKER: DB = BENCH MARK DISK
 KR1148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1148_SP_SET: CONCRETE BASE
 KR1148_STAMPING: N 307 1947
 KR1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1148
 KR1148  HISTORY     - Date     Condition        Report By
 KR1148  HISTORY     - 1947     MONUMENTED       CGS
 KR1148
 KR1148                          STATION DESCRIPTION
 KR1148
 KR1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KR1148'IN RENO.
 KR1148'AT RENO, AT THE VETERANS HOSPITAL, 84.7 FEET WEST OF THE MAIN ENTRANCE
 KR1148'TO THE HOSPITAL, SET ON THE WEST SIDE OF THE LARGE CONCRETE BASE
 KR1148'SUPPORTING THE FLAG POLE.  MARK IS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0075 ***********************************************************************
 KP0075  DESIGNATION -  N 31
 KP0075  PID         -  KP0075
 KP0075  STATE/COUNTY-  NV/WHITE PINE
 KP0075  USGS QUAD   -  MC GILL (1993)
 KP0075
 KP0075                         *CURRENT SURVEY CONTROL
 KP0075  ___________________________________________________________________
 KP0075* NAD 83(1986)-  39 29 22.     (N)    114 49 46.     (W)     SCALED    
 KP0075* NAVD 88     -      1861.236  (meters)    6106.41   (feet)  ADJUSTED  
 KP0075  ___________________________________________________________________
 KP0075  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 KP0075  DYNAMIC HT  -        1859.283 (meters)    6100.00  (feet)  COMP
 KP0075  MODELED GRAV-     979,512.1   (mgal)                       NAVD 88
 KP0075
 KP0075  VERT ORDER  -  FIRST     CLASS II
 KP0075
 KP0075.The horizontal coordinates were scaled from a topographic map and have
 KP0075.an estimated accuracy of +/- 6 seconds.
 KP0075
 KP0075.The orthometric height was determined by differential leveling
 KP0075.and adjusted by the National Geodetic Survey in June 1991..
 KP0075
 KP0075.The geoid height was determined by GEOID03.
 KP0075
 KP0075.The dynamic height is computed by dividing the NAVD 88
 KP0075.geopotential number by the normal gravity value computed on the
 KP0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0075.degrees latitude (g = 980.6199 gals.).
 KP0075
 KP0075.The modeled gravity was interpolated from observed gravity values.
 KP0075
 KP0075;                    North         East    Units  Estimated Accuracy
 KP0075;SPC NV E     - 8,526,200.      264,850.      MT  (+/- 180 meters Scaled)
 KP0075
 KP0075                          SUPERSEDED SURVEY CONTROL
 KP0075
 KP0075  NGVD 29 (??/??/92) 1859.994  (m)         6102.33   (f) ADJ UNCH    1 2
 KP0075
 KP0075.Superseded values are not recommended for survey control.
 KP0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0075.See file dsdata.txt to determine how the superseded data were derived.
 KP0075
 KP0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD866733(NAD 83)
 KP0075_MARKER: DB = BENCH MARK DISK
 KP0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0075_STAMPING: 6102.330 N 31 1933
 KP0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0075+STABILITY: SURFACE MOTION
 KP0075
 KP0075  HISTORY     - Date     Condition        Report By
 KP0075  HISTORY     - 1933     MONUMENTED       CGS
 KP0075  HISTORY     - 1934     GOOD             NGS
 KP0075
 KP0075                          STATION DESCRIPTION
 KP0075
 KP0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0075'28.7 MI S FROM CHERRY CREEK.
 KP0075'ABOUT 28.7 MILES SOUTH ALONG THE NEVADA NORTHERN RAILWAY FROM THE
 KP0075'STATION AT CHERRY CREEK, WHITE PINE COUNTY, ABOUT 8.5 MILES NORTH OF
 KP0075'MCGILL JUNCTION, ABOUT 0.3 MILE NORTH OF THE SIDING AT GLENN, 85 FEET
 KP0075'EAST OF MILEPOST 120, AND 36 FEET EAST OF THE CENTER LINE OF THE
 KP0075'TRACK.  A STANDARD DISK, STAMPED 6102.330 N 31 1933 AND SET IN THE TOP
 KP0075'OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 KP0075
 KP0075                          STATION RECOVERY (1934)
 KP0075
 KP0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1683 ***********************************************************************
 GR1683  DESIGNATION -  N 31
 GR1683  PID         -  GR1683
 GR1683  STATE/COUNTY-  NV/CLARK
 GR1683  USGS QUAD   -  MIDDLE POINT (1983)
 GR1683
 GR1683                         *CURRENT SURVEY CONTROL
 GR1683  ___________________________________________________________________
 GR1683* NAD 83(1994)-  36 09 27.30240(N)    114 28 11.23182(W)     ADJUSTED  
 GR1683* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1683  ___________________________________________________________________
 GR1683  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 GR1683  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GR1683
 GR1683  HORZ ORDER  -  THIRD
 GR1683
 GR1683.The horizontal coordinates were established by classical geodetic methods
 GR1683.and adjusted by the National Geodetic Survey in June 1998..
 GR1683
 GR1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1683
 GR1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1683
 GR1683.The geoid height was determined by GEOID03.
 GR1683
 GR1683;                    North         East     Units Scale Factor Converg.
 GR1683;SPC NV E     - 8,156,728.809   300,193.265   MT  1.00002365   +0 39 25.4
 GR1683;SPC NV E     -26,760,867.77    984,884.07   sFT  1.00002365   +0 39 25.4
 GR1683;SPC AZ W     -   572,255.834   148,594.540   MT  0.99998500   -0 25 28.9
 GR1683;SPC AZ W     - 1,877,479.77    487,514.90   iFT  0.99998500   -0 25 28.9
 GR1683;UTM  11      - 4,004,393.375   727,610.237   MT  1.00023837   +1 29 36.6
 GR1683
 GR1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1683!SPC NV E     -   0.99994699  x   1.00002365  =   0.99997064
 GR1683!SPC AZ W     -   0.99994699  x   0.99998500  =   0.99993199
 GR1683!UTM  11      -   0.99994699  x   1.00023837  =   1.00018534
 GR1683
 GR1683                          SUPERSEDED SURVEY CONTROL
 GR1683
 GR1683  NAD 83(1994)-  36 09 27.30239(N)    114 28 11.23184(W) AD(       ) 3
 GR1683  NAD 83(1992)-  36 09 27.30239(N)    114 28 11.23183(W) AD(       ) 3
 GR1683  NAD 83(1986)-  36 09 27.29030(N)    114 28 11.22461(W) AD(       ) 3
 GR1683  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1683
 GR1683.Superseded values are not recommended for survey control.
 GR1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1683.See file dsdata.txt to determine how the superseded data were derived.
 GR1683
 GR1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2761004393(NAD 83)
 GR1683_MARKER: DS = TRIANGULATION STATION DISK
 GR1683_SETTING: 80 = SET IN A BOULDER
 GR1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1683+STABILITY: SURFACE MOTION
 GR1683
 GR1683  HISTORY     - Date     Condition        Report By
 GR1683  HISTORY     - 1948     MONUMENTED       USGS
 GR1683
 GR1683                          STATION DESCRIPTION
 GR1683
 GR1683'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1683'NOT OCCUPIED.
 GR1683'
 GR1683'LOCATED ABOUT 4.6 MI E. OF N.P.S. LIGHT BASE AT EAST END OF
 GR1683'BOULDER CANYON.  ABOUT 150 FT. N. OF HIGH WATER MARK AT SOUTH END
 GR1683'OF PROMINENT RIDGE, ABOUT 15 FT. ABOVE HIGH WATER MARK.
 GR1683'
 GR1683'STATION MARK--STANDARD TABLET STAMPED---N31 1948---, CEMENTED IN
 GR1683'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0061 ***********************************************************************
 HP0061  DESIGNATION -  N 311
 HP0061  PID         -  HP0061
 HP0061  STATE/COUNTY-  NV/LINCOLN
 HP0061  USGS QUAD   -  PAHRANAGAT WASH (1980)
 HP0061
 HP0061                         *CURRENT SURVEY CONTROL
 HP0061  ___________________________________________________________________
 HP0061* NAD 83(1986)-  37 05 59.     (N)    114 59 42.     (W)     SCALED    
 HP0061* NAVD 88     -       839.855  (meters)    2755.42   (feet)  ADJUSTED  
 HP0061  ___________________________________________________________________
 HP0061  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 HP0061  DYNAMIC HT  -         839.018 (meters)    2752.68  (feet)  COMP
 HP0061  MODELED GRAV-     979,606.8   (mgal)                       NAVD 88
 HP0061
 HP0061  VERT ORDER  -  SECOND    CLASS 0
 HP0061
 HP0061.The horizontal coordinates were scaled from a topographic map and have
 HP0061.an estimated accuracy of +/- 6 seconds.
 HP0061
 HP0061.The orthometric height was determined by differential leveling
 HP0061.and adjusted by the National Geodetic Survey in June 1991..
 HP0061
 HP0061.The geoid height was determined by GEOID03.
 HP0061
 HP0061.The dynamic height is computed by dividing the NAVD 88
 HP0061.geopotential number by the normal gravity value computed on the
 HP0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0061.degrees latitude (g = 980.6199 gals.).
 HP0061
 HP0061.The modeled gravity was interpolated from observed gravity values.
 HP0061
 HP0061;                    North         East    Units  Estimated Accuracy
 HP0061;SPC NV E     - 8,260,860.      252,300.      MT  (+/- 180 meters Scaled)
 HP0061
 HP0061                          SUPERSEDED SURVEY CONTROL
 HP0061
 HP0061  NGVD 29 (??/??/92)  839.086  (m)         2752.90   (f) ADJ UNCH    2 0
 HP0061
 HP0061.Superseded values are not recommended for survey control.
 HP0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0061.See file dsdata.txt to determine how the superseded data were derived.
 HP0061
 HP0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB781078(NAD 83)
 HP0061_MARKER: DB = BENCH MARK DISK
 HP0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HP0061_SP_SET: CULVERT
 HP0061_STAMPING: N-311 1941
 HP0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0061
 HP0061  HISTORY     - Date     Condition        Report By
 HP0061  HISTORY     - 1941     MONUMENTED       CGS
 HP0061  HISTORY     - 1971     GOOD             USGS
 HP0061
 HP0061                          STATION DESCRIPTION
 HP0061
 HP0061'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0061'22 MI SE FROM ALAMO.
 HP0061'ABOUT 22.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE
 HP0061'AT ALAMO, LINCOLN COUNTY, ABOUT 6.7 MILES SOUTHEAST TO THE EAST END OF
 HP0061'LOWER PAHRANAGAT LAKE, ABOUT 140 FEET EAST OF A CULVERT, AT THE RISE
 HP0061'OF A SLIGHT SLOPE, 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HP0061'PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0174 ***********************************************************************
 HP0174  DESIGNATION -  N 312
 HP0174  PID         -  HP0174
 HP0174  STATE/COUNTY-  NV/LINCOLN
 HP0174  USGS QUAD   -  ALAMO (1980)
 HP0174
 HP0174                         *CURRENT SURVEY CONTROL
 HP0174  ___________________________________________________________________
 HP0174* NAD 83(1986)-  37 21 41.     (N)    115 09 32.     (W)     SCALED    
 HP0174* NAVD 88     -      1057.182  (meters)    3468.44   (feet)  ADJUSTED  
 HP0174  ___________________________________________________________________
 HP0174  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 HP0174  DYNAMIC HT  -        1056.077 (meters)    3464.81  (feet)  COMP
 HP0174  MODELED GRAV-     979,550.0   (mgal)                       NAVD 88
 HP0174
 HP0174  VERT ORDER  -  SECOND    CLASS 0
 HP0174
 HP0174.The horizontal coordinates were scaled from a topographic map and have
 HP0174.an estimated accuracy of +/- 6 seconds.
 HP0174
 HP0174.The orthometric height was determined by differential leveling
 HP0174.and adjusted by the National Geodetic Survey in June 1991..
 HP0174
 HP0174.The geoid height was determined by GEOID03.
 HP0174
 HP0174.The dynamic height is computed by dividing the NAVD 88
 HP0174.geopotential number by the normal gravity value computed on the
 HP0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0174.degrees latitude (g = 980.6199 gals.).
 HP0174
 HP0174.The modeled gravity was interpolated from observed gravity values.
 HP0174
 HP0174;                    North         East    Units  Estimated Accuracy
 HP0174;SPC NV E     - 8,289,820.      237,600.      MT  (+/- 180 meters Scaled)
 HP0174
 HP0174                          SUPERSEDED SURVEY CONTROL
 HP0174
 HP0174  NGVD 29 (??/??/92) 1056.305  (m)         3465.56   (f) ADJ UNCH    2 0
 HP0174
 HP0174.Superseded values are not recommended for survey control.
 HP0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0174.See file dsdata.txt to determine how the superseded data were derived.
 HP0174
 HP0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB630365(NAD 83)
 HP0174_MARKER: DB = BENCH MARK DISK
 HP0174_SETTING: 66 = SET IN ROCK OUTCROP
 HP0174_SP_SET: SET IN ROCK OUTCROP
 HP0174_STAMPING: N 312 1941
 HP0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HP0174+STABILITY: POSITION/ELEVATION WELL
 HP0174
 HP0174  HISTORY     - Date     Condition        Report By
 HP0174  HISTORY     - 1941     MONUMENTED       CGS
 HP0174  HISTORY     - 1968     MARK NOT FOUND   USGS
 HP0174
 HP0174                          STATION DESCRIPTION
 HP0174
 HP0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HP0174'IN ALAMO.
 HP0174'AT ALAMO, LINCOLN COUNTY, ON U.S. HIGHWAY 93, ABOUT 500.0 FEET
 HP0174'SOUTHEAST OF THE CROSSING OF THE STREET LEADING TO THE SCHOOLHOUSE, ON
 HP0174'THE SOUTH SLOPE OF A SMALL HILL, IN THE TOP OF A ROCK OUTCROP, 42.0
 HP0174'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3.0 FEET
 HP0174'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED N 312 1941.
 HP0174
 HP0174                          STATION RECOVERY (1968)
 HP0174
 HP0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HP0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0870 ***********************************************************************
 GR0870  DESIGNATION -  N 313
 GR0870  PID         -  GR0870
 GR0870  STATE/COUNTY-  NV/CLARK
 GR0870  USGS QUAD   -  DEAD HORSE RIDGE (1982)
 GR0870
 GR0870                         *CURRENT SURVEY CONTROL
 GR0870  ___________________________________________________________________
 GR0870* NAD 83(1986)-  36 49 38.     (N)    115 17 55.     (W)     SCALED    
 GR0870* NAVD 88     -      1469.646  (meters)    4821.66   (feet)  ADJUSTED  
 GR0870  ___________________________________________________________________
 GR0870  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 GR0870  DYNAMIC HT  -        1467.998 (meters)    4816.26  (feet)  COMP
 GR0870  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 GR0870
 GR0870  VERT ORDER  -  SECOND    CLASS 0
 GR0870
 GR0870.The horizontal coordinates were scaled from a topographic map and have
 GR0870.an estimated accuracy of +/- 6 seconds.
 GR0870
 GR0870.The orthometric height was determined by differential leveling
 GR0870.and adjusted by the National Geodetic Survey in June 1991..
 GR0870
 GR0870.The geoid height was determined by GEOID03.
 GR0870
 GR0870.The dynamic height is computed by dividing the NAVD 88
 GR0870.geopotential number by the normal gravity value computed on the
 GR0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0870.degrees latitude (g = 980.6199 gals.).
 GR0870
 GR0870.The modeled gravity was interpolated from observed gravity values.
 GR0870
 GR0870;                    North         East    Units  Estimated Accuracy
 GR0870;SPC NV E     - 8,230,490.      225,400.      MT  (+/- 180 meters Scaled)
 GR0870
 GR0870                          SUPERSEDED SURVEY CONTROL
 GR0870
 GR0870  NGVD 29 (??/??/92) 1468.734  (m)         4818.67   (f) ADJ UNCH    2 0
 GR0870
 GR0870.Superseded values are not recommended for survey control.
 GR0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0870.See file dsdata.txt to determine how the superseded data were derived.
 GR0870
 GR0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA517770(NAD 83)
 GR0870_MARKER: DB = BENCH MARK DISK
 GR0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0870_SP_SET: CONCRETE POST
 GR0870_STAMPING: N 313 1941
 GR0870_MARK LOGO: CGS   
 GR0870_MAGNETIC: N = NO MAGNETIC MATERIAL
 GR0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0870+STABILITY: SURFACE MOTION
 GR0870
 GR0870  HISTORY     - Date     Condition        Report By
 GR0870  HISTORY     - 1941     MONUMENTED       CGS
 GR0870  HISTORY     - 1973     GOOD             USGS
 GR0870  HISTORY     - 19930309 GOOD             LOCENG
 GR0870
 GR0870                          STATION DESCRIPTION
 GR0870
 GR0870'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GR0870'44.8 MI S FROM ALAMO.
 GR0870'ABOUT 12.0 MI SSE ALONG U.S. HWY 93 FROM THE POST OFFICE IN ALAMO,
 GR0870'THENCE 16.6 MI SW ALONG GRADED RD TO THE JCT OF AN ABANDONED RD,
 GR0870'THENCE 8.6 MI SSW ALONG ABANDONED RD TO Y-RD, THENCE 7.6 MI SOUTH ON
 GR0870'BLADED RD, 36 FT WEST OF THE CENTERLINE OF THE RD, 3.5 FT EAST OF A
 GR0870'WOODEN POST STENCILED USBM PROJECTING 2.4 FT ABOVE GRND AND 1.2 FT
 GR0870'ABOVE THE RD.  A STD DISK STAMPED N 313 1941 SET IN TOP OF A CONCRETE
 GR0870'POST PROJECTING 0.6 FT.
 GR0870
 GR0870                          STATION RECOVERY (1993)
 GR0870
 GR0870'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 GR0870'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE MARKER 1 METER
 GR0870'(3.3 FT) EAST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS0170 ***********************************************************************
 FS0170  DESIGNATION -  N 314
 FS0170  PID         -  FS0170
 FS0170  STATE/COUNTY-  NV/CLARK
 FS0170  USGS QUAD   -  SLOAN (1989)
 FS0170
 FS0170                         *CURRENT SURVEY CONTROL
 FS0170  ___________________________________________________________________
 FS0170* NAD 83(1986)-  35 52 46.     (N)    115 13 53.     (W)     SCALED    
 FS0170* NAVD 88     -       939.000  (meters)    3080.70   (feet)  POSTED    
 FS0170  ___________________________________________________________________
 FS0170  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 FS0170  DYNAMIC HT  -         937.980 (meters)    3077.36  (feet)  COMP
 FS0170  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 FS0170
 FS0170  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FS0170
 FS0170.The horizontal coordinates were scaled from a topographic map and have
 FS0170.an estimated accuracy of +/- 6 seconds.
 FS0170
 FS0170.The orthometric height was determined by differential leveling
 FS0170.and adjusted by the National Geodetic Survey in 1992..
 FS0170.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FS0170.rate of 1.1 thru 2.0 mm/km.
 FS0170
 FS0170.The geoid height was determined by GEOID03.
 FS0170
 FS0170.The dynamic height is computed by dividing the NAVD 88
 FS0170.geopotential number by the normal gravity value computed on the
 FS0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FS0170.degrees latitude (g = 980.6199 gals.).
 FS0170
 FS0170.The modeled gravity was interpolated from observed gravity values.
 FS0170
 FS0170;                    North         East    Units  Estimated Accuracy
 FS0170;SPC NV E     - 8,125,350.      231,780.      MT  (+/- 180 meters Scaled)
 FS0170
 FS0170                          SUPERSEDED SURVEY CONTROL
 FS0170
 FS0170  NGVD 29 (??/??/92)  938.200  (m)         3078.08   (f) ADJ UNCH    1 2
 FS0170
 FS0170.Superseded values are not recommended for survey control.
 FS0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0170.See file dsdata.txt to determine how the superseded data were derived.
 FS0170
 FS0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV596720(NAD 83)
 FS0170_MARKER: DB = BENCH MARK DISK
 FS0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FS0170_SP_SET: CULVERT
 FS0170_STAMPING: N 314 1949
 FS0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0170
 FS0170  HISTORY     - Date     Condition        Report By
 FS0170  HISTORY     - 1949     MONUMENTED       CGS
 FS0170  HISTORY     - 1969     GOOD             NGS
 FS0170
 FS0170                          STATION DESCRIPTION
 FS0170
 FS0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FS0170'8.9 MI N FROM JEAN.
 FS0170'8.9 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FS0170'AT JEAN, AT THE NORTH END OF ERIE SIDING, ABOUT 3 1/2 POLES
 FS0170'SOUTH OF MILEPOLE 310, AT A 40-INCH CORRUGATED METAL PIPE CULVERT
 FS0170'309.91, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD
 FS0170'WALL, 19.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND
 FS0170'ABOUT 11 FEET LOWER THAN THE TRACK.
 FS0170
 FS0170                          STATION RECOVERY (1969)
 FS0170
 FS0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FS0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0543 ***********************************************************************
 GR0543  DESIGNATION -  N 315
 GR0543  PID         -  GR0543
 GR0543  STATE/COUNTY-  NV/CLARK
 GR0543  USGS QUAD   -  BOULDER BEACH (1970)
 GR0543
 GR0543                         *CURRENT SURVEY CONTROL
 GR0543  ___________________________________________________________________
 GR0543* NAD 83(1986)-  36 00 34.     (N)    114 45 03.     (W)     SCALED    
 GR0543* NAVD 88     -       368.522  (meters)    1209.06   (feet)  POSTED    
 GR0543  ___________________________________________________________________
 GR0543  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR0543  DYNAMIC HT  -         368.160 (meters)    1207.87  (feet)  COMP
 GR0543  MODELED GRAV-     979,632.8   (mgal)                       NAVD 88
 GR0543
 GR0543  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GR0543
 GR0543.The horizontal coordinates were scaled from a topographic map and have
 GR0543.an estimated accuracy of +/- 6 seconds.
 GR0543
 GR0543.The orthometric height was determined by differential leveling
 GR0543.and adjusted by the National Geodetic Survey in 1992..
 GR0543.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GR0543.rate greater than 8.0 mm/km.
 GR0543
 GR0543.The geoid height was determined by GEOID03.
 GR0543
 GR0543.The dynamic height is computed by dividing the NAVD 88
 GR0543.geopotential number by the normal gravity value computed on the
 GR0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0543.degrees latitude (g = 980.6199 gals.).
 GR0543
 GR0543.The modeled gravity was interpolated from observed gravity values.
 GR0543
 GR0543;                    North         East    Units  Estimated Accuracy
 GR0543;SPC NV E     - 8,140,040.      275,050.      MT  (+/- 180 meters Scaled)
 GR0543
 GR0543                          SUPERSEDED SURVEY CONTROL
 GR0543
 GR0543  NGVD 29 (??/??/92)  367.831  (m)         1206.79   (f) ADJ UNCH    1 1
 GR0543
 GR0543.Superseded values are not recommended for survey control.
 GR0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0543.See file dsdata.txt to determine how the superseded data were derived.
 GR0543
 GR0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV027873(NAD 83)
 GR0543_MARKER: DB = BENCH MARK DISK
 GR0543_SETTING: 80 = SET IN A BOULDER
 GR0543_SP_SET: BOULDER
 GR0543_STAMPING: N 315 1950
 GR0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0543+STABILITY: SURFACE MOTION
 GR0543
 GR0543  HISTORY     - Date     Condition        Report By
 GR0543  HISTORY     - 1950     MONUMENTED       CGS
 GR0543  HISTORY     - 1963     GOOD             NGS
 GR0543  HISTORY     - 19961102 GOOD             USPSQD
 GR0543
 GR0543                          STATION DESCRIPTION
 GR0543
 GR0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GR0543'1.3 MI SW FROM HOOVER DAM.
 GR0543'1.3 MILES SOUTHWEST ALONG THE LOWER PORTAL ROAD FROM THE SOUTHWEST END
 GR0543'OF THE NEVADA RAMP AT THE BOTTOM OF HOOVER DAM, 102.1 FEET NORTH OF
 GR0543'AND ACROSS THE ROAD FROM THE WEST END OF THE NORTH WOODEN WALL OF THE
 GR0543'WEST ONE OF FOUR EXPLOSIVE STOREROOMS, 48 FEET NORTHWEST OF THE CENTER
 GR0543'OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, IN THE TOP OF THE
 GR0543'SOUTHWEST CORNER OF A LARGE BOULDER, 19 FEET NORTH OF THE CENTER LINE
 GR0543'OF THE ROAD, AND ABOUT 8 FEET HIGHER THAN THE ROAD.
 GR0543
 GR0543                          STATION RECOVERY (1963)
 GR0543
 GR0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0543'RECOVERED IN GOOD CONDITION.
 GR0543
 GR0543                          STATION RECOVERY (1996)
 GR0543
 GR0543'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1078 ***********************************************************************
 KR1078  DESIGNATION -  N 316
 KR1078  PID         -  KR1078
 KR1078  STATE/COUNTY-  NV/C OF CARSON CITY
 KR1078  USGS QUAD   -  GENOA (1994)
 KR1078
 KR1078                         *CURRENT SURVEY CONTROL
 KR1078  ___________________________________________________________________
 KR1078* NAD 83(1986)-  39 06 50.     (N)    119 45 42.     (W)     SCALED    
 KR1078* NAVD 88     -      1439.00   (+/-2cm)    4721.1    (feet)  VERTCON   
 KR1078  ___________________________________________________________________
 KR1078  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 KR1078
 KR1078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KR1078
 KR1078.The horizontal coordinates were scaled from a topographic map and have
 KR1078.an estimated accuracy of +/- 6 seconds.
 KR1078
 KR1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1078.The vertical order pertains to the NGVD 29 superseded value.
 KR1078
 KR1078.The geoid height was determined by GEOID03.
 KR1078
 KR1078;                    North         East    Units  Estimated Accuracy
 KR1078;SPC NV W     - 4,484,900.      698,100.      MT  (+/- 180 meters Scaled)
 KR1078
 KR1078                          SUPERSEDED SURVEY CONTROL
 KR1078
 KR1078  NGVD 29 (??/??/92) 1437.872  (m)         4717.42   (f) ADJ UNCH    2 0
 KR1078
 KR1078.Superseded values are not recommended for survey control.
 KR1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1078.See file dsdata.txt to determine how the superseded data were derived.
 KR1078
 KR1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD612330(NAD 83)
 KR1078_MARKER: DB = BENCH MARK DISK
 KR1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1078_STAMPING: N 316 1951
 KR1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1078+STABILITY: SURFACE MOTION
 KR1078
 KR1078  HISTORY     - Date     Condition        Report By
 KR1078  HISTORY     - 1951     MONUMENTED       CGS
 KR1078
 KR1078                          STATION DESCRIPTION
 KR1078
 KR1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KR1078'IN STEWART.
 KR1078'AT STEWART, AT THE MAIN ENTRANCE TO THE STEWART AIRPORT, AT THE
 KR1078'SOUTHEAST END OF THE SOUTHEAST AND NORTHWEST RUNWAY, BETWEEN TWO
 KR1078'ENTRANCES TO THE AIRPORT, 0.1 MILES SOUTH OF A PAVED ROAD LEADING EAST
 KR1078'ACROSS A CATTLE GUARD INTO STEWART, 38 FEET NORTH OF THE CENTER LINE
 KR1078'OF THE SOUTH ONE OF TWO ROADS TO THE AIRPORT HANGAR, 31 FEET WEST OF
 KR1078'THE CENTER LINE OF A NORTH AND SOUTH GRADED ROAD, 2.2 FEET EAST OF A
 KR1078'HIGH WIRE FENCE, 1.5 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP
 KR1078'OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0330 ***********************************************************************
 LS0330  DESIGNATION -  N 317
 LS0330  PID         -  LS0330
 LS0330  STATE/COUNTY-  NV/PERSHING
 LS0330  USGS QUAD   -  GRANITE POINT (1987)
 LS0330
 LS0330                         *CURRENT SURVEY CONTROL
 LS0330  ___________________________________________________________________
 LS0330* NAD 83(1994)-  40 04 14.19359(N)    118 34 08.74233(W)     ADJUSTED  
 LS0330* NAVD 88     -      1189.712  (meters)    3903.25   (feet)  ADJUSTED  
 LS0330  ___________________________________________________________________
 LS0330  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 LS0330  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 LS0330  DYNAMIC HT  -        1188.747 (meters)    3900.08  (feet)  COMP
 LS0330  MODELED GRAV-     979,774.3   (mgal)                       NAVD 88
 LS0330
 LS0330  HORZ ORDER  -  THIRD
 LS0330  VERT ORDER  -  SECOND    CLASS 0
 LS0330
 LS0330.This mark is at Derby Field Airport (LOL)
 LS0330
 LS0330.The horizontal coordinates were established by classical geodetic methods
 LS0330.and adjusted by the National Geodetic Survey in June 1998..
 LS0330
 LS0330.The orthometric height was determined by differential leveling
 LS0330.and adjusted by the National Geodetic Survey in June 1991..
 LS0330
 LS0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0330
 LS0330.The geoid height was determined by GEOID03.
 LS0330
 LS0330.The dynamic height is computed by dividing the NAVD 88
 LS0330.geopotential number by the normal gravity value computed on the
 LS0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0330.degrees latitude (g = 980.6199 gals.).
 LS0330
 LS0330.The modeled gravity was interpolated from observed gravity values.
 LS0330
 LS0330;                    North         East     Units Scale Factor Converg.
 LS0330;SPC NV W     - 4,590,451.876   801,214.484   MT  0.99990002   +0 00 33.0
 LS0330;SPC NV W     -15,060,507.53  2,628,651.19   sFT  0.99990002   +0 00 33.0
 LS0330;UTM  11      - 4,436,773.783   366,197.672   MT  0.99982040   -1 00 36.8
 LS0330
 LS0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0330!SPC NV W     -   0.99981704  x   0.99990002  =   0.99971708
 LS0330!UTM  11      -   0.99981704  x   0.99982040  =   0.99963747
 LS0330
 LS0330:                Primary Azimuth Mark                     Grid Az
 LS0330:SPC NV W     -  N 317 AZ MK                              122 49 52.0
 LS0330:UTM  11      -  N 317 AZ MK                              123 51 01.8
 LS0330
 LS0330|---------------------------------------------------------------------|
 LS0330| PID    Reference Object                     Distance      Geod. Az  |
 LS0330|                                                           dddmmss.s |
 LS0330| LS0658 N 317 AZ MK                         APPROX. 0.8 KM 1225025.0 |
 LS0330|---------------------------------------------------------------------|
 LS0330
 LS0330                          SUPERSEDED SURVEY CONTROL
 LS0330
 LS0330  NAD 83(1986)-  40 04 14.19443(N)    118 34 08.73816(W) AD(       ) 3
 LS0330  NAD 27      -  40 04 14.51840(N)    118 34 05.19860(W) AD(       ) 3
 LS0330  NGVD 29 (??/??/92) 1188.786  (m)         3900.21   (f) ADJ UNCH    2 0
 LS0330
 LS0330.Superseded values are not recommended for survey control.
 LS0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0330.See file dsdata.txt to determine how the superseded data were derived.
 LS0330
 LS0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE6619836774(NAD 83)
 LS0330_MARKER: DB = BENCH MARK DISK
 LS0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0330_SP_SET: CONCRETE POST
 LS0330_STAMPING: N 317 1951
 LS0330_MARK LOGO: CGS   
 LS0330_MAGNETIC: N = NO MAGNETIC MATERIAL
 LS0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0330+STABILITY: SURFACE MOTION
 LS0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0330+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 LS0330
 LS0330  HISTORY     - Date     Condition        Report By
 LS0330  HISTORY     - 1951     MONUMENTED       CGS
 LS0330  HISTORY     - 1957     GOOD             CGS
 LS0330  HISTORY     - 1963     GOOD             CGS
 LS0330  HISTORY     - 1963     GOOD             NGS
 LS0330  HISTORY     - 19920622 GOOD             NGS
 LS0330
 LS0330                          STATION DESCRIPTION
 LS0330
 LS0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LS0330'10.8 MI SW FROM LOVELOCK.
 LS0330'4.2 MILES SOUTHWEST ALONG THE RAILROAD TRACKS FROM THE SOUTHERN
 LS0330'PACIFIC COMPANY RAILROAD STATION AT LOVELOCK, THENCE 3.1 MILES SOUTH
 LS0330'ALONG LOWER VALLEY ROAD, THENCE 3.55 MILES WEST-SOUTHWEST TO A CONTROL
 LS0330'TOWER, NORTH OF THE C. A. A. CONTROL TOWER AT THE DERBY AIRPORT, 75.4
 LS0330'FEET NORTH OF THE NORTH ENTRANCE TO THE CONTROL BUILDING, 74.5 FEET
 LS0330'WEST OF THE WEST EDGE OF THE CONCRETE APRON, 4.5 FEET NORTHWEST OF A
 LS0330'STEEL FLAGPOLE, 3.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 LS0330'CONCRETE SIDEWALK, ABOUT LEVEL WITH THE FIELD, AND SET IN THE TOP OF A
 LS0330'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LS0330
 LS0330                          STATION RECOVERY (1957)
 LS0330
 LS0330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0330'A STANDARD BENCH MARK DISK SET IN A CYLINDRICAL CONCRETE POST
 LS0330'PROJECTING 1-INCH ABOVE SURFACE OF GROUND, LOCATED ON THE
 LS0330'DERBY AIRPORT ABOUT 8 MILES SOUTHWEST FROM LOVELOCK.  IT IS
 LS0330'75.4 FEET NORTH OF THE NORTH ENTRANCE TO THE COMMUMICATION
 LS0330'AND CONTROL BUILDING, AT THE END OF A CONCRETE WALK LEADING
 LS0330'TO THE THERMOMETER SHELTER AND FLAGPOLE, 4.5 FEET NW OF THE
 LS0330'STEEL FLAGPOLE.  MARK IS STAMPED N 317 1951.
 LS0330'
 LS0330'REACHED FROM LOVELOCK BY GOING SW ON U.S. HIGHWAY 40 AND 95
 LS0330'FOR 8 MILES TO A GRAVEL ROAD LEADING SOUTH AS PER SIGNS--DERBY
 LS0330'AIRPORT, AIRWAY COMMUNICATION CAA.  TURN LEFT AND GO SOUTHWARD
 LS0330'ON THIS ROAD FOR 1.9 MILES TO THE CAA INSTALLATION AT THE
 LS0330'DERBY AIRPORT.
 LS0330
 LS0330                          STATION RECOVERY (1963)
 LS0330
 LS0330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JJC)
 LS0330'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LS0330'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LS0330
 LS0330                          STATION RECOVERY (1963)
 LS0330
 LS0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LS0330'RECOVERED IN GOOD CONDITION.
 LS0330
 LS0330                          STATION RECOVERY (1992)
 LS0330
 LS0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LS0330'STATION IS LOCATED ABOUT 20 KM (12.4 MI) SOUTHWEST OF LOVELOCK, 22 KM
 LS0330'(13.7 MI) NORTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 80 AND U.S.
 LS0330'HIGHWAY 95, AT THE DERBY FIELD AIRPORT, IN A GRAVEL AREA AT THE
 LS0330'NORTHEAST END OF A SIDEWALK ON THE NORTHEAST SIDE OF THE FAA FLIGHT
 LS0330'SERVICE BUILDING, AT THE FLAGPOLE.  OWNERSHIP--PERSHING COUNTY,
 LS0330'COUNTY CLERKS OFFICE, LOVELOCK, NV 89419.  SUPERINTENDANT OF
 LS0330'BUILDINGS AND GROUNDS IS STEVE GREGORY, PHONE 702-273-2000.
 LS0330'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND U.S. HIGHWAY
 LS0330'95 (EXIT 83), GO EAST ON HIGHWAY 80 FOR 15.9 KM (9.9 MI) TO THE EXIT
 LS0330'RAMP FOR THE TOULON INTERCHANGE (EXIT 93).  BEAR RIGHT ON RAMP FOR
 LS0330'0.37 KM (0.23 MI) TO A CROSSROAD.  TURN RIGHT, SOUTHEAST, ON ROAD FOR
 LS0330'0.11 KM (0.07 MI) TO THE FRONTAGE ROAD (OLD HIGHWAY 40).  TURN LEFT,
 LS0330'NORTHEAST, ON FRONTAGE ROAD FOR 6.78 KM (4.21 MI) TO A PAVED ROAD
 LS0330'RIGHT.  TURN RIGHT, SOUTHEAST, ON DERBY FIELD ROAD FOR 3.01 KM
 LS0330'(1.87 MI) TO A CATTLE GAURD.  CONTINUE AHEAD ON ROAD FOR 0.10 KM
 LS0330'(0.06 MI) TO THE FLIGHT SERVICE BUILDING ON THE LEFT. TURN LEFT
 LS0330'AROUND THE SOUTHEAST SIDE OF THE BUILDING FOR 50 M (164.0 FT) TO THE
 LS0330'STATION ON THE LEFT.
 LS0330'STATION MARK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST RECESSED
 LS0330'5 CM BELOW GROUND.  IT IS 1.4 M (4.6 FT) NORTH FROM THE FLAGPOLE, 0.3
 LS0330'M (1.0 FT) NORTHEAST FROM THE END OF THE SIDEWALK LEADING FROM THE
 LS0330'BUILDING, 23.7M EAST-NORTHEAST FROM THE NORTH CORNER OF THE BUILDING,
 LS0330'20.4 M (66.9 FT) NORTH-NORTHEAST FROM THE EAST CORNER OF THE
 LS0330'BUILDING, 22.8M NORTHWEST FROM THE EDGE OF THE CONCRETE APRON AND 0.6
 LS0330'M (2.0 FT) NORTH FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0658 ***********************************************************************
 LS0658  DESIGNATION -  N 317 AZ MK
 LS0658  PID         -  LS0658
 LS0658  STATE/COUNTY-  NV/PERSHING
 LS0658  USGS QUAD   -  GRANITE POINT (1987)
 LS0658
 LS0658                         *CURRENT SURVEY CONTROL
 LS0658  ___________________________________________________________________
 LS0658* NAD 83(1994)-  40 03 59.79657(N)    118 33 39.71294(W)     ADJUSTED  
 LS0658* NAVD 88     -      1189.9    (meters)    3904.     (feet)  VERTCON   
 LS0658  ___________________________________________________________________
 LS0658  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 LS0658  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 LS0658
 LS0658  HORZ ORDER  -  THIRD
 LS0658
 LS0658.This mark is at Derby Field Airport (LOL)
 LS0658
 LS0658.The horizontal coordinates were established by GPS observations
 LS0658.and adjusted by the National Geodetic Survey in June 1998..
 LS0658
 LS0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0658
 LS0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0658
 LS0658.The geoid height was determined by GEOID03.
 LS0658
 LS0658;                    North         East     Units Scale Factor Converg.
 LS0658;SPC NV W     - 4,590,008.009   801,902.408   MT  0.99990004   +0 00 51.7
 LS0658;SPC NV W     -15,059,051.28  2,630,908.15   sFT  0.99990004   +0 00 51.7
 LS0658;UTM  11      - 4,436,317.786   366,877.537   MT  0.99981816   -1 00 17.8
 LS0658
 LS0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0658!SPC NV W     -   0.99981701  x   0.99990004  =   0.99971707
 LS0658!UTM  11      -   0.99981701  x   0.99981816  =   0.99963520
 LS0658
 LS0658:                Primary Azimuth Mark                     Grid Az
 LS0658:SPC NV W     -  N 317                                    302 49 52.0
 LS0658:UTM  11      -  N 317                                    303 51 01.5
 LS0658
 LS0658|---------------------------------------------------------------------|
 LS0658| PID    Reference Object                     Distance      Geod. Az  |
 LS0658|                                                           dddmmss.s |
 LS0658| LS0330 N 317                               APPROX. 0.8 KM 3025043.7 |
 LS0658|---------------------------------------------------------------------|
 LS0658
 LS0658                          SUPERSEDED SURVEY CONTROL
 LS0658
 LS0658  NAD 83(1986)-  40 03 59.80053(N)    118 33 39.70909(W) AD(       ) 3
 LS0658  NGVD 29 (10/05/92) 1189.0    (m)         3901.     (f) GPS OBS        
 LS0658
 LS0658.Superseded values are not recommended for survey control.
 LS0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0658.See file dsdata.txt to determine how the superseded data were derived.
 LS0658
 LS0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE6687836318(NAD 83)
 LS0658_MARKER: DZ = AZIMUTH MARK DISK
 LS0658_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LS0658_SP_SET: SURROUNDED BY MASS OF CONCRETE
 LS0658_STAMPING: DA 11992 AZ 1990
 LS0658_MARK LOGO: DMA   
 LS0658_MAGNETIC: N = NO MAGNETIC MATERIAL
 LS0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LS0658+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 LS0658
 LS0658  HISTORY     - Date     Condition        Report By
 LS0658  HISTORY     - 1990     MONUMENTED       DOD
 LS0658  HISTORY     - 19920622 GOOD             NGS
 LS0658
 LS0658                          STATION DESCRIPTION
 LS0658
 LS0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LS0658'STATION IS LOCATED ABOUT 20 KM (12.4 MI) SOUTHWEST OF LOVELOCK, 22 KM
 LS0658'(13.7 MI) NORTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 80 AND U.S.
 LS0658'HIGHWAY 95, AT DERBY FIELD AIRPORT, INSIDE THE TRIANGLE FORMED BY THE
 LS0658'THREE OEIGINAL RUNWAYS, IN THE CONCRETE FLOOR OF THE NOW REMOVED VOR
 LS0658'RADIO FACILITY WHICH IS INSIDE OF A PROTECTIVE FLOOD BERM.
 LS0658'OWNERSHIP--PERSHING COUNTY, COUNTY CLERKS OFFICE, LOVELOCK, NV 89419.
 LS0658'SUPERINTENDENT OF BUILDINGS AND GROUNDS IS STEVE GREGORY, PHONE
 LS0658'702-273 2000.
 LS0658'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND U.S. HIGHWAY
 LS0658'95 (EXIT 83), GO EAST ON HIGHWAY 80 FOR 15.9 KM (9.9 MI) TO THE EXIT
 LS0658'RAMP FOR THE TOULON INTERCHANGE (EXIT 93).  BEAR RIGHT ON RAMP FOR
 LS0658'0.37 KM (0.23 MI) TO A CROSSROAD.  TURN RIGHT, SOUTHEAST, ON ROAD FOR
 LS0658'0.11 KM (0.07 MI) TO THE FRONTAGE ROAD (OLD HIGHWAY 40). TURN LEFT,
 LS0658'NORTHEAST, ON FRONTAGE ROAD FOR 6.78 KM (4.21 MI) TO A PAVED ROAD
 LS0658'RIGHT. TURN RIGHT, SOUTHEAST, ON DERBY FIELD ROAD FOR 3.01 KM
 LS0658'(1.87 MI) TO A CATTLE GAURD.  CONTINUE AHEAD ON ROAD FOR 0.10 KM
 LS0658'(0.06 MI) TO THE FLIGHT SERVICE BUILDING ON THE LEFT.  BEAR RIGHT,
 LS0658'SOUTH, ON APRON THEN TAXI FOR 0.24 KM (0.15 MI) TO RUNWAY 1-19.
 LS0658'CROSS RUNWAY, PICKING UP TRACK ROAD, THEN GO SOUTHEAST ON TRACK ROAD
 LS0658'FOR 0.58 KM (0.36 MI) TO SHARP ROAD TURN TO THE LEFT.  TURN LEFT ON
 LS0658'TRACK ROAD FOR 50 M (164.0 FT) TO THE FOUNDATION AND STATION IN THE
 LS0658'SOUTH CORNER.
 LS0658'STATION MARK APPEARS TO BE SET IN A DRILL HOLE NEAR THE SOUTH CORNER
 LS0658'OF THE FOUNDATION WHICH IS ABOUT 0.5 M (1.6 FT) ABOVE GROUND.  IT IS
 LS0658'2.2 M (7.2 FT) NORTH-NORTHEAST FROM THE SOUTH CORNER, 0.8 M (2.6 FT)
 LS0658'NORTHWEST FROM THE SOUTHEAST SIDE OF THE FLOOR AND 2.1 M (6.9 FT)
 LS0658'NORTHEAST FROM THE SOUTHEAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0051 ***********************************************************************
 MU0051  DESIGNATION -  N 318
 MU0051  PID         -  MU0051
 MU0051  STATE/COUNTY-  NV/ELKO
 MU0051  USGS QUAD   -  OWYHEE (1971)
 MU0051
 MU0051                         *CURRENT SURVEY CONTROL
 MU0051  ___________________________________________________________________
 MU0051* NAD 83(1986)-  41 54 30.     (N)    116 03 37.     (W)     SCALED    
 MU0051* NAVD 88     -      1677.600  (meters)    5503.93   (feet)  ADJUSTED  
 MU0051  ___________________________________________________________________
 MU0051  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 MU0051  DYNAMIC HT  -        1676.376 (meters)    5499.91  (feet)  COMP
 MU0051  MODELED GRAV-     979,833.5   (mgal)                       NAVD 88
 MU0051
 MU0051  VERT ORDER  -  SECOND    CLASS 0
 MU0051
 MU0051.The horizontal coordinates were scaled from a topographic map and have
 MU0051.an estimated accuracy of +/- 6 seconds.
 MU0051
 MU0051.The orthometric height was determined by differential leveling
 MU0051.and adjusted by the National Geodetic Survey in June 1991..
 MU0051
 MU0051.The geoid height was determined by GEOID03.
 MU0051
 MU0051.The dynamic height is computed by dividing the NAVD 88
 MU0051.geopotential number by the normal gravity value computed on the
 MU0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0051.degrees latitude (g = 980.6199 gals.).
 MU0051
 MU0051.The modeled gravity was interpolated from observed gravity values.
 MU0051
 MU0051;                    North         East    Units  Estimated Accuracy
 MU0051;SPC NV E     - 8,794,630.      160,430.      MT  (+/- 180 meters Scaled)
 MU0051
 MU0051                          SUPERSEDED SURVEY CONTROL
 MU0051
 MU0051  NGVD 29 (??/??/92) 1676.426  (m)         5500.07   (f) ADJ UNCH    2 0
 MU0051
 MU0051.Superseded values are not recommended for survey control.
 MU0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0051.See file dsdata.txt to determine how the superseded data were derived.
 MU0051
 MU0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG779400(NAD 83)
 MU0051_MARKER: DB = BENCH MARK DISK
 MU0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0051_STAMPING: N 318 1951
 MU0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0051+STABILITY: SURFACE MOTION
 MU0051
 MU0051  HISTORY     - Date     Condition        Report By
 MU0051  HISTORY     - 1951     MONUMENTED       CGS
 MU0051  HISTORY     - 1970     MARK NOT FOUND   USGS
 MU0051
 MU0051                          STATION DESCRIPTION
 MU0051
 MU0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MU0051'4.0 MI SE FROM OWYHEE.
 MU0051'0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE GRADE SCHOOL AT
 MU0051'OWYHEE, THENCE 3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 11A, AT A CUT,
 MU0051'0.8 MILES SOUTHEAST OF SKULL CREEK BRIDGE, AT THE NORTHWEST EDGE OF A
 MU0051'TURN OUT, 51 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET SOUTH
 MU0051'OF A TELEPHONE POLE PAINTED WITH THE LETTERS B.M., 2.4 FEET SOUTH OF A
 MU0051'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MU0051'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MU0051
 MU0051                          STATION RECOVERY (1970)
 MU0051
 MU0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MU0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0591 ***********************************************************************
 MT0591  DESIGNATION -  N 319
 MT0591  PID         -  MT0591
 MT0591  STATE/COUNTY-  NV/ELKO
 MT0591  USGS QUAD   -  MERRITT MOUNTAIN (1986)
 MT0591
 MT0591                         *CURRENT SURVEY CONTROL
 MT0591  ___________________________________________________________________
 MT0591* NAD 83(1986)-  41 47 09.     (N)    115 46 20.     (W)     SCALED    
 MT0591* NAVD 88     -      1983.253  (meters)    6506.72   (feet)  ADJUSTED  
 MT0591  ___________________________________________________________________
 MT0591  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 MT0591  DYNAMIC HT  -        1981.657 (meters)    6501.49  (feet)  COMP
 MT0591  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 MT0591
 MT0591  VERT ORDER  -  SECOND    CLASS 0
 MT0591
 MT0591.The horizontal coordinates were scaled from a topographic map and have
 MT0591.an estimated accuracy of +/- 6 seconds.
 MT0591
 MT0591.The orthometric height was determined by differential leveling
 MT0591.and adjusted by the National Geodetic Survey in June 1991..
 MT0591
 MT0591.The geoid height was determined by GEOID03.
 MT0591
 MT0591.The dynamic height is computed by dividing the NAVD 88
 MT0591.geopotential number by the normal gravity value computed on the
 MT0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0591.degrees latitude (g = 980.6199 gals.).
 MT0591
 MT0591.The modeled gravity was interpolated from observed gravity values.
 MT0591
 MT0591;                    North         East    Units  Estimated Accuracy
 MT0591;SPC NV E     - 8,780,930.      184,300.      MT  (+/- 180 meters Scaled)
 MT0591
 MT0591                          SUPERSEDED SURVEY CONTROL
 MT0591
 MT0591  NGVD 29 (??/??/92) 1981.982  (m)         6502.55   (f) ADJ UNCH    2 0
 MT0591
 MT0591.Superseded values are not recommended for survey control.
 MT0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0591.See file dsdata.txt to determine how the superseded data were derived.
 MT0591
 MT0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG020267(NAD 83)
 MT0591_MARKER: DB = BENCH MARK DISK
 MT0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0591_STAMPING: N 319 1951
 MT0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0591+STABILITY: SURFACE MOTION
 MT0591
 MT0591  HISTORY     - Date     Condition        Report By
 MT0591  HISTORY     - 1951     MONUMENTED       CGS
 MT0591
 MT0591                          STATION DESCRIPTION
 MT0591
 MT0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0591'14.6 MI E FROM MOUNTAIN CITY.
 MT0591'1.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11A FROM THE POST OFFICE IN
 MT0591'MOUNTAIN CITY, THENCE 13.6 MILES EAST ALONG A GRAVEL ROAD, AT A
 MT0591'PROMINENT T JUNCTION OF 2 LARGE DITCHES, 0.8 MILES NORTH OF A T
 MT0591'JUNCTION OF A ROAD LEADING EAST TO THE GOLD CREEK RANGER STATION AND
 MT0591'JARBIDGE, 65.1 FEET SOUTHWEST OF THE CENTER OF THE WEST END OF A
 MT0591'60-INCH CORRUGATED METAL PIPE CULVERT, 42.0 FEET WEST OF THE CENTER
 MT0591'LINE OF THE ROAD, 27.0 FEET SOUTH OF THE SOUTH EDGE OF THE EAST AND
 MT0591'WEST DITCH, 2.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 MT0591'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE
 MT0591'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0165 ***********************************************************************
 KP0165  DESIGNATION -  N 32
 KP0165  PID         -  KP0165
 KP0165  STATE/COUNTY-  NV/WHITE PINE
 KP0165  USGS QUAD   -  PRESTON RESERVOIR (1990)
 KP0165
 KP0165                         *CURRENT SURVEY CONTROL
 KP0165  ___________________________________________________________________
 KP0165* NAD 83(1986)-  39 01 54.     (N)    115 06 18.     (W)     SCALED    
 KP0165* NAVD 88     -      1826.866  (meters)    5993.64   (feet)  ADJUSTED  
 KP0165  ___________________________________________________________________
 KP0165  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 KP0165  DYNAMIC HT  -        1824.934 (meters)    5987.30  (feet)  COMP
 KP0165  MODELED GRAV-     979,505.2   (mgal)                       NAVD 88
 KP0165
 KP0165  VERT ORDER  -  FIRST     CLASS II
 KP0165
 KP0165.The horizontal coordinates were scaled from a topographic map and have
 KP0165.an estimated accuracy of +/- 6 seconds.
 KP0165
 KP0165.The orthometric height was determined by differential leveling
 KP0165.and adjusted by the National Geodetic Survey in June 1991..
 KP0165
 KP0165.The geoid height was determined by GEOID03.
 KP0165
 KP0165.The dynamic height is computed by dividing the NAVD 88
 KP0165.geopotential number by the normal gravity value computed on the
 KP0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0165.degrees latitude (g = 980.6199 gals.).
 KP0165
 KP0165.The modeled gravity was interpolated from observed gravity values.
 KP0165
 KP0165;                    North         East    Units  Estimated Accuracy
 KP0165;SPC NV E     - 8,475,220.      241,410.      MT  (+/- 180 meters Scaled)
 KP0165
 KP0165                          SUPERSEDED SURVEY CONTROL
 KP0165
 KP0165  NGVD 29 (??/??/92) 1825.656  (m)         5989.67   (f) ADJ UNCH    1 2
 KP0165
 KP0165.Superseded values are not recommended for survey control.
 KP0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0165.See file dsdata.txt to determine how the superseded data were derived.
 KP0165
 KP0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD640219(NAD 83)
 KP0165_MARKER: DB = BENCH MARK DISK
 KP0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0165_STAMPING: 5989.673 N 32 1933
 KP0165_MARK LOGO: CGS   
 KP0165_PROJECTION: PROJECTING 20 CENTIMETERS
 KP0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0165+STABILITY: SURFACE MOTION
 KP0165
 KP0165  HISTORY     - Date     Condition        Report By
 KP0165  HISTORY     - 1933     MONUMENTED       CGS
 KP0165  HISTORY     - 1934     GOOD             NGS
 KP0165  HISTORY     - 1984     GOOD             NGS
 KP0165
 KP0165                          STATION DESCRIPTION
 KP0165
 KP0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KP0165'21.3 MI SW FROM ELY.
 KP0165'ABOUT 21.3 MILES SOUTHWEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4
 KP0165'FROM ELY, WHITE PINE COUNTY, ABOUT 0.5 MILE SOUTHWEST OF A BRIDGE OVER
 KP0165'JAKES WASH, AND 42 FEET NORTHWEST OF THE CENTER LINE OF THE OLD
 KP0165'HIGHWAY.  A STANDARD DISK, STAMPED 5989.673 N 32 1933 AND SET IN THE
 KP0165'TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 KP0165
 KP0165                          STATION RECOVERY (1934)
 KP0165
 KP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KP0165'RECOVERED IN GOOD CONDITION.
 KP0165
 KP0165                          STATION RECOVERY (1984)
 KP0165
 KP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0165'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 KP0165'34.7 KM (21.6 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 KP0165'US HIGHWAY 93 AT ELY, 4.2 KM (2.6 MI) NORTHEAST OF OF MILEPOST 17, AT
 KP0165'THE HIGHEST POINT OF A LONG DIRT CUT BANK, 74.6 METERS (245 FT)
 KP0165'SOUTHEAST OF THE HIGHWAY CENTERLINE, 17.0 METERS (56 FT) EAST OF
 KP0165'TELEPHONE POLE 215, 13.4 METERS (44 FT) SOUTHEAST OF THE RIGHT OF WAY
 KP0165'FENCE AND 12.8 METERS (42 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD.
 KP0165'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 KP0165'THE MARK IS 3.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1684 ***********************************************************************
 GR1684  DESIGNATION -  N 32
 GR1684  PID         -  GR1684
 GR1684  STATE/COUNTY-  NV/CLARK
 GR1684  USGS QUAD   -  MIDDLE POINT (1983)
 GR1684
 GR1684                         *CURRENT SURVEY CONTROL
 GR1684  ___________________________________________________________________
 GR1684* NAD 83(1994)-  36 08 58.89765(N)    114 27 13.00411(W)     ADJUSTED  
 GR1684* NAVD 88     -       371.6    (meters)    1219.     (feet)  VERTCON   
 GR1684  ___________________________________________________________________
 GR1684  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 GR1684  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GR1684
 GR1684  HORZ ORDER  -  THIRD
 GR1684
 GR1684.The horizontal coordinates were established by classical geodetic methods
 GR1684.and adjusted by the National Geodetic Survey in June 1998..
 GR1684
 GR1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1684
 GR1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1684
 GR1684.The geoid height was determined by GEOID03.
 GR1684
 GR1684;                    North         East     Units Scale Factor Converg.
 GR1684;SPC NV E     - 8,155,870.144   301,658.824   MT  1.00002730   +0 39 59.3
 GR1684;SPC NV E     -26,758,050.63    989,692.33   sFT  1.00002730   +0 39 59.3
 GR1684;SPC AZ W     -   571,369.693   150,043.568   MT  0.99998271   -0 24 54.3
 GR1684;SPC AZ W     - 1,874,572.48    492,268.92   iFT  0.99998271   -0 24 54.3
 GR1684;UTM  11      - 4,003,556.012   729,088.494   MT  1.00024669   +1 30 09.9
 GR1684
 GR1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1684!SPC NV E     -   0.99994605  x   1.00002730  =   0.99997335
 GR1684!SPC AZ W     -   0.99994605  x   0.99998271  =   0.99992876
 GR1684!UTM  11      -   0.99994605  x   1.00024669  =   1.00019272
 GR1684
 GR1684                          SUPERSEDED SURVEY CONTROL
 GR1684
 GR1684  NAD 83(1994)-  36 08 58.89764(N)    114 27 13.00412(W) AD(       ) 3
 GR1684  NAD 83(1992)-  36 08 58.89763(N)    114 27 13.00411(W) AD(       ) 3
 GR1684  NAD 83(1986)-  36 08 58.88575(N)    114 27 12.99697(W) AD(       ) 3
 GR1684  NGVD 29 (06/27/88)  371.0    (m)         1217.     (f) VERT ANG       
 GR1684
 GR1684.Superseded values are not recommended for survey control.
 GR1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1684.See file dsdata.txt to determine how the superseded data were derived.
 GR1684
 GR1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2908803556(NAD 83)
 GR1684_MARKER: DS = TRIANGULATION STATION DISK
 GR1684_SETTING: 66 = SET IN ROCK OUTCROP
 GR1684_SP_SET: SET IN BEDROCK
 GR1684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1684+STABILITY: POSITION/ELEVATION WELL
 GR1684
 GR1684  HISTORY     - Date     Condition        Report By
 GR1684  HISTORY     - 1948     MONUMENTED       USGS
 GR1684
 GR1684                          STATION DESCRIPTION
 GR1684
 GR1684'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1684'NOT OCCUPIED.
 GR1684'
 GR1684'LOCATED ABOUT 4.3 MI W. OF N.P.S. LIGHT BASE ON EAST POINT.  ABOUT
 GR1684'225 FT. S. OF HIGH WATER MARK AT SOUTH END OF LARGE ISLAND, ABOUT
 GR1684'15 FT. BELOW HIGH WATER MARK.
 GR1684'
 GR1684'STATION MARK--STANDARD TABLET STAMPED---N32 1948---, CEMENTED IN
 GR1684'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0362 ***********************************************************************
 JR0362  DESIGNATION -  N 320
 JR0362  PID         -  JR0362
 JR0362  STATE/COUNTY-  NV/LYON
 JR0362  USGS QUAD   -  YERINGTON (1986)
 JR0362
 JR0362                         *CURRENT SURVEY CONTROL
 JR0362  ___________________________________________________________________
 JR0362* NAD 83(1986)-  38 52 37.     (N)    119 11 28.     (W)     SCALED    
 JR0362* NAVD 88     -      1371.85   (+/-2cm)    4500.8    (feet)  VERTCON   
 JR0362  ___________________________________________________________________
 JR0362  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 JR0362
 JR0362  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0362
 JR0362.The horizontal coordinates were scaled from a topographic map and have
 JR0362.an estimated accuracy of +/- 6 seconds.
 JR0362
 JR0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0362.The vertical order pertains to the NGVD 29 superseded value.
 JR0362
 JR0362.The geoid height was determined by GEOID03.
 JR0362
 JR0362;                    North         East    Units  Estimated Accuracy
 JR0362;SPC NV W     - 4,458,110.      747,260.      MT  (+/- 180 meters Scaled)
 JR0362
 JR0362                          SUPERSEDED SURVEY CONTROL
 JR0362
 JR0362  NGVD 29 (??/??/92) 1370.764  (m)         4497.25   (f) ADJ UNCH    2 0
 JR0362
 JR0362.Superseded values are not recommended for survey control.
 JR0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0362.See file dsdata.txt to determine how the superseded data were derived.
 JR0362
 JR0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD099054(NAD 83)
 JR0362_MARKER: DB = BENCH MARK DISK
 JR0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0362_STAMPING: N 320 1951
 JR0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0362+STABILITY: SURFACE MOTION
 JR0362
 JR0362  HISTORY     - Date     Condition        Report By
 JR0362  HISTORY     - 1951     MONUMENTED       CGS
 JR0362
 JR0362                          STATION DESCRIPTION
 JR0362
 JR0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JR0362'5.3 MI S FROM MASON.
 JR0362'5.3 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 JR0362'MASON, 0.95 MILES SOUTH OF NORDYKE, 0.1 MILES SOUTH OF A DIRT
 JR0362'ROAD LEADING WEST, 35 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JR0362'2 FEET NORTH OF A WITNESS POST, ABOUT ONE FOOT HIGHER THAN
 JR0362'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JR0362'0.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0255 ***********************************************************************
 LS0255  DESIGNATION -  N 321
 LS0255  PID         -  LS0255
 LS0255  STATE/COUNTY-  NV/PERSHING
 LS0255  USGS QUAD   -  LOVELOCK (1987)
 LS0255
 LS0255                         *CURRENT SURVEY CONTROL
 LS0255  ___________________________________________________________________
 LS0255* NAD 83(1986)-  40 12 09.     (N)    118 29 59.     (W)     SCALED    
 LS0255* NAVD 88     -      1215.187  (meters)    3986.83   (feet)  ADJUSTED  
 LS0255  ___________________________________________________________________
 LS0255  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 LS0255  DYNAMIC HT  -        1214.221 (meters)    3983.66  (feet)  COMP
 LS0255  MODELED GRAV-     979,788.8   (mgal)                       NAVD 88
 LS0255
 LS0255  VERT ORDER  -  FIRST     CLASS II
 LS0255
 LS0255.The horizontal coordinates were scaled from a topographic map and have
 LS0255.an estimated accuracy of +/- 6 seconds.
 LS0255
 LS0255.The orthometric height was determined by differential leveling
 LS0255.and adjusted by the National Geodetic Survey in June 1991..
 LS0255
 LS0255.The geoid height was determined by GEOID03.
 LS0255
 LS0255.The dynamic height is computed by dividing the NAVD 88
 LS0255.geopotential number by the normal gravity value computed on the
 LS0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0255.degrees latitude (g = 980.6199 gals.).
 LS0255
 LS0255.The modeled gravity was interpolated from observed gravity values.
 LS0255
 LS0255;                    North         East    Units  Estimated Accuracy
 LS0255;SPC NV W     - 4,605,100.      807,120.      MT  (+/- 180 meters Scaled)
 LS0255
 LS0255                          SUPERSEDED SURVEY CONTROL
 LS0255
 LS0255  NGVD 29 (??/??/92) 1214.249  (m)         3983.75   (f) ADJ UNCH    1 2
 LS0255
 LS0255.Superseded values are not recommended for survey control.
 LS0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0255.See file dsdata.txt to determine how the superseded data were derived.
 LS0255
 LS0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE723513(NAD 83)
 LS0255_MARKER: DB = BENCH MARK DISK
 LS0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0255_SP_SET: CONCRETE POST
 LS0255_STAMPING: N 321 1951
 LS0255_MARK LOGO: CGS   
 LS0255_PROJECTION: PROJECTING 15 CENTIMETERS
 LS0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0255+STABILITY: SURFACE MOTION
 LS0255
 LS0255  HISTORY     - Date     Condition        Report By
 LS0255  HISTORY     - 1951     MONUMENTED       CGS
 LS0255  HISTORY     - 1986     GOOD             NGS
 LS0255
 LS0255                          STATION DESCRIPTION
 LS0255
 LS0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LS0255'2.8 MI NW FROM LOVELOCK.
 LS0255'1.5 MILES NORTH ALONG CENTRAL STREET FROM THE COURTHOUSE IN LOVELOCK,
 LS0255'THENCE 1.3 MILES WEST ALONG A GRAVEL ROAD, 1.0 MILE WEST OF BENCH MARK
 LS0255'NO. 2 - 1, AT THE ROBERTS RANCH, 152.6 FEET EAST OF THE APPROXIMATE
 LS0255'CENTER OF A LARGE WHITE WOODEN GATE, 29 1/2 FEET NORTH OF THE
 LS0255'APPROXIMATE CENTER LINE OF THE GRAVEL ROAD, 4.0 FEET SOUTH OF AN IRON
 LS0255'FENCE, 2.0 FEET SOUTH OF POWER LINE POLE NO. 43522, 1.9 FEET SOUTHWEST
 LS0255'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LS0255'0.5 FEET ABOVE THE GROUND.
 LS0255
 LS0255                          STATION RECOVERY (1986)
 LS0255
 LS0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0255'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.14 KM (0.09
 LS0255'MI) NORTHWEST ALONG MAIN STREET FROM THE INTERSECTION OF CORNELL
 LS0255'AVENUE IN LOVELOCK, THENCE 0.79 KM (0.49 MI) NORTH ALONG CENTRAL
 LS0255'AVENUE TO THE CITY LIMIT, THENCE CONTINUE 1.6 KM (1.0 MI) NORTH ALONG
 LS0255'MERIDIAN ROAD, THENCE 2.05 KM (1.27 MI) WEST ALONG PITT ROAD,
 LS0255'8.8 METERS (29.0 FT) NORTH OF THE CENTERLINE OF THE ROAD, 14.3 METERS
 LS0255'(47.0 FT) EAST OF THE CENTER OF A PRIVATE DRIVE, 1.5 METERS (5.0 FT)
 LS0255'SOUTH OF A FENCE, 0.6 METERS (2.0 FT) SOUTH OF A POWER POLE WITH A GUY
 LS0255'WIRE.
 LS0255'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LS0255'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0366 ***********************************************************************
 MT0366  DESIGNATION -  N 322
 MT0366  PID         -  MT0366
 MT0366  STATE/COUNTY-  NV/ELKO
 MT0366  USGS QUAD   -  EAST OF JACKPOT (1989)
 MT0366
 MT0366                         *CURRENT SURVEY CONTROL
 MT0366  ___________________________________________________________________
 MT0366* NAD 83(1986)-  41 56 30.     (N)    114 32 09.     (W)     SCALED    
 MT0366* NAVD 88     -      1772.202  (meters)    5814.30   (feet)  ADJUSTED  
 MT0366  ___________________________________________________________________
 MT0366  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 MT0366  DYNAMIC HT  -        1770.888 (meters)    5809.99  (feet)  COMP
 MT0366  MODELED GRAV-     979,817.5   (mgal)                       NAVD 88
 MT0366
 MT0366  VERT ORDER  -  SECOND    CLASS 0
 MT0366
 MT0366.The horizontal coordinates were scaled from a topographic map and have
 MT0366.an estimated accuracy of +/- 6 seconds.
 MT0366
 MT0366.The orthometric height was determined by differential leveling
 MT0366.and adjusted by the National Geodetic Survey in June 1991..
 MT0366
 MT0366.The geoid height was determined by GEOID03.
 MT0366
 MT0366.The dynamic height is computed by dividing the NAVD 88
 MT0366.geopotential number by the normal gravity value computed on the
 MT0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0366.degrees latitude (g = 980.6199 gals.).
 MT0366
 MT0366.The modeled gravity was interpolated from observed gravity values.
 MT0366
 MT0366;                    North         East    Units  Estimated Accuracy
 MT0366;SPC NV E     - 8,798,750.      286,860.      MT  (+/- 180 meters Scaled)
 MT0366
 MT0366                          SUPERSEDED SURVEY CONTROL
 MT0366
 MT0366  NGVD 29 (??/??/92) 1771.063  (m)         5810.56   (f) ADJ UNCH    2 0
 MT0366
 MT0366.Superseded values are not recommended for survey control.
 MT0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0366.See file dsdata.txt to determine how the superseded data were derived.
 MT0366
 MT0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG042462(NAD 83)
 MT0366_MARKER: DB = BENCH MARK DISK
 MT0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0366_STAMPING: N 322 1951
 MT0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0366+STABILITY: SURFACE MOTION
 MT0366
 MT0366  HISTORY     - Date     Condition        Report By
 MT0366  HISTORY     - 1951     MONUMENTED       CGS
 MT0366
 MT0366                          STATION DESCRIPTION
 MT0366
 MT0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0366'10.4 MI NE FROM SAN JACINTO.
 MT0366'10.4 MILES NORTHEAST, 1.05 MILES NORTH OF A POINT WHERE A ROAD CROSSES
 MT0366'A SMALL STREAM, AT THE INTERSECTION OF A NORTHWEST-SOUTHEAST TRACK
 MT0366'ROAD, 62 1/2 FEET SOUTH OF THE CENTER OF THE INTERSECTION, 39 1/2 FEET
 MT0366'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET NORTH OF A WITNESS
 MT0366'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 MT0366'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0013 ***********************************************************************
 MT0013  DESIGNATION -  N 323
 MT0013  PID         -  MT0013
 MT0013  STATE/COUNTY-  NV/ELKO
 MT0013  USGS QUAD   -  STRATTON SPRING (1989)
 MT0013
 MT0013                         *CURRENT SURVEY CONTROL
 MT0013  ___________________________________________________________________
 MT0013* NAD 83(1986)-  41 56 09.     (N)    114 20 18.     (W)     SCALED    
 MT0013* NAVD 88     -      1884.675  (meters)    6183.30   (feet)  ADJUSTED  
 MT0013  ___________________________________________________________________
 MT0013  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 MT0013  DYNAMIC HT  -        1883.250 (meters)    6178.63  (feet)  COMP
 MT0013  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 MT0013
 MT0013  VERT ORDER  -  SECOND    CLASS 0
 MT0013
 MT0013.The horizontal coordinates were scaled from a topographic map and have
 MT0013.an estimated accuracy of +/- 6 seconds.
 MT0013
 MT0013.The orthometric height was determined by differential leveling
 MT0013.and adjusted by the National Geodetic Survey in June 1991..
 MT0013
 MT0013.The geoid height was determined by GEOID03.
 MT0013
 MT0013.The dynamic height is computed by dividing the NAVD 88
 MT0013.geopotential number by the normal gravity value computed on the
 MT0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0013.degrees latitude (g = 980.6199 gals.).
 MT0013
 MT0013.The modeled gravity was interpolated from observed gravity values.
 MT0013
 MT0013;                    North         East    Units  Estimated Accuracy
 MT0013;SPC NV E     - 8,798,320.      303,240.      MT  (+/- 180 meters Scaled)
 MT0013
 MT0013                          SUPERSEDED SURVEY CONTROL
 MT0013
 MT0013  NGVD 29 (??/??/92) 1883.507  (m)         6179.47   (f) ADJ UNCH    2 0
 MT0013
 MT0013.Superseded values are not recommended for survey control.
 MT0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0013.See file dsdata.txt to determine how the superseded data were derived.
 MT0013
 MT0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG206460(NAD 83)
 MT0013_MARKER: DB = BENCH MARK DISK
 MT0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0013_STAMPING: N 323 1951
 MT0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0013+STABILITY: SURFACE MOTION
 MT0013
 MT0013  HISTORY     - Date     Condition        Report By
 MT0013  HISTORY     - 1951     MONUMENTED       CGS
 MT0013
 MT0013                          STATION DESCRIPTION
 MT0013
 MT0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0013'25 MI NE FROM SAN JACINTO.
 MT0013'25 MILES NORTHEAST, 0.2 MILE NORTH OF A SALT LICK ON THE SOUTHEAST
 MT0013'SIDE OF THE ROAD, 0.15 MILE SOUTH OF THE Y JUNCTION OF A TRACK ROAD
 MT0013'LEADING EAST, 30 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.3
 MT0013'FEET SOUTH OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD,
 MT0013'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 MT0013'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0505 ***********************************************************************
 JR0505  DESIGNATION -  N 323
 JR0505  PID         -  JR0505
 JR0505  STATE/COUNTY-  NV/DOUGLAS
 JR0505  USGS QUAD   -  MINDEN (1982)
 JR0505
 JR0505                         *CURRENT SURVEY CONTROL
 JR0505  ___________________________________________________________________
 JR0505* NAD 83(1986)-  38 59 46.     (N)    119 47 20.     (W)     SCALED    
 JR0505* NAVD 88     -      1427.05   (+/-2cm)    4681.9    (feet)  VERTCON   
 JR0505  ___________________________________________________________________
 JR0505  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 JR0505
 JR0505  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0505
 JR0505.The horizontal coordinates were scaled from a topographic map and have
 JR0505.an estimated accuracy of +/- 6 seconds.
 JR0505
 JR0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0505.The vertical order pertains to the NGVD 29 superseded value.
 JR0505
 JR0505.The geoid height was determined by GEOID03.
 JR0505
 JR0505;                    North         East    Units  Estimated Accuracy
 JR0505;SPC NV W     - 4,471,860.      695,570.      MT  (+/- 180 meters Scaled)
 JR0505
 JR0505                          SUPERSEDED SURVEY CONTROL
 JR0505
 JR0505  NGVD 29 (??/??/92) 1425.925  (m)         4678.22   (f) ADJ UNCH    2 0
 JR0505
 JR0505.Superseded values are not recommended for survey control.
 JR0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0505.See file dsdata.txt to determine how the superseded data were derived.
 JR0505
 JR0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD584200(NAD 83)
 JR0505_MARKER: DB = BENCH MARK DISK
 JR0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0505_STAMPING: N 323 1951
 JR0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0505+STABILITY: SURFACE MOTION
 JR0505
 JR0505  HISTORY     - Date     Condition        Report By
 JR0505  HISTORY     - 1951     MONUMENTED       CGS
 JR0505
 JR0505                          STATION DESCRIPTION
 JR0505
 JR0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JR0505'3.2 MI E FROM GENOA.
 JR0505'3.2 MILES EAST ALONG STATE HIGHWAY 57 FROM THE GENERAL STORE
 JR0505'IN GENOA, 0.5 MILES WEST OF U.S. HIGHWAY 395 AND BENCH MARK
 JR0505'BL - 3 (USBR), 4.0 MILES NORTHWEST OF MINDEN, 54 1/2 FEET EAST
 JR0505'OF A LONE 36-INCH COTTONWOOD TREE, 29 FEET SOUTH OF THE CENTER
 JR0505'LINE OF THE HIGHWAY, 22 FEET SOUTHEAST OF THE EAST END OF A
 JR0505'14-INCH CORRUGATED METAL PIPE CULVERT, 12 1/2 FEET WEST OF THE
 JR0505'CENTER OF A WOODEN GATE, 1.8 FEET NORTH OF A FENCE LINE, 2 FEET
 JR0505'EAST OF A WITNESS POST, ABOUT ONE FOOT LOWER THAN THE HIGHWAY,
 JR0505'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE
 JR0505'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0486 ***********************************************************************
 JR0486  DESIGNATION -  N 324
 JR0486  PID         -  JR0486
 JR0486  STATE/COUNTY-  NV/DOUGLAS
 JR0486  USGS QUAD   -  MINDEN (1982)
 JR0486
 JR0486                         *CURRENT SURVEY CONTROL
 JR0486  ___________________________________________________________________
 JR0486* NAD 83(1986)-  38 57 37.     (N)    119 50 21.     (W)     SCALED    
 JR0486* NAVD 88     -      1442.04   (+/-2cm)    4731.1    (feet)  VERTCON   
 JR0486  ___________________________________________________________________
 JR0486  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 JR0486
 JR0486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0486
 JR0486.The horizontal coordinates were scaled from a topographic map and have
 JR0486.an estimated accuracy of +/- 6 seconds.
 JR0486
 JR0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0486.The vertical order pertains to the NGVD 29 superseded value.
 JR0486
 JR0486.The geoid height was determined by GEOID03.
 JR0486
 JR0486;                    North         East    Units  Estimated Accuracy
 JR0486;SPC NV W     - 4,467,940.      691,160.      MT  (+/- 180 meters Scaled)
 JR0486
 JR0486                          SUPERSEDED SURVEY CONTROL
 JR0486
 JR0486  NGVD 29 (??/??/92) 1440.874  (m)         4727.27   (f) ADJ UNCH    2 0
 JR0486
 JR0486.Superseded values are not recommended for survey control.
 JR0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0486.See file dsdata.txt to determine how the superseded data were derived.
 JR0486
 JR0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD539162(NAD 83)
 JR0486_MARKER: DD = SURVEY DISK
 JR0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0486_STAMPING: N 324
 JR0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0486+STABILITY: SURFACE MOTION
 JR0486
 JR0486  HISTORY     - Date     Condition        Report By
 JR0486  HISTORY     - UNK      MONUMENTED       NVDH
 JR0486  HISTORY     - 1951     GOOD             NGS
 JR0486  HISTORY     - 1968     MARK NOT FOUND
 JR0486
 JR0486                          STATION DESCRIPTION
 JR0486
 JR0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0486'3.1 MI S FROM GENOA.
 JR0486'3.1 MILES SOUTH ALONG FOOTHILL ROAD FROM THE GENERAL STORE IN
 JR0486'GENOA, AT THE SOUTH END OF A SHORT-CUT IN THE ROAD, ABOUT 150
 JR0486'YARDS NORTHWEST OF THE JUBILEE RANCH HOUSE AND BUILDINGS, 39
 JR0486'YARDS NORTH OF A CORRUGATED METAL PIPE CULVERT WEST OF THE
 JR0486'ROAD, 32 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 9.7 FEET
 JR0486'NORTHEAST OF A HIGHWAY DEPARTMENT WOODEN POST, 10 FEET EAST OF A
 JR0486'FENCE LINE, 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 JR0486'CONCRETE POST FLUSH WITH THE GROUND.
 JR0486
 JR0486                          STATION RECOVERY (1968)
 JR0486
 JR0486'RECOVERED 1968
 JR0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0616 ***********************************************************************
 MT0616  DESIGNATION -  N 326
 MT0616  PID         -  MT0616
 MT0616  STATE/COUNTY-  NV/ELKO
 MT0616  USGS QUAD   -  BIG TABLE (1986)
 MT0616
 MT0616                         *CURRENT SURVEY CONTROL
 MT0616  ___________________________________________________________________
 MT0616* NAD 83(1986)-  41 54 52.     (N)    115 39 22.     (W)     SCALED    
 MT0616* NAVD 88     -      1737.972  (meters)    5702.00   (feet)  ADJUSTED  
 MT0616  ___________________________________________________________________
 MT0616  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 MT0616  DYNAMIC HT  -        1736.698 (meters)    5697.82  (feet)  COMP
 MT0616  MODELED GRAV-     979,827.7   (mgal)                       NAVD 88
 MT0616
 MT0616  VERT ORDER  -  SECOND    CLASS 0
 MT0616
 MT0616.The horizontal coordinates were scaled from a topographic map and have
 MT0616.an estimated accuracy of +/- 6 seconds.
 MT0616
 MT0616.The orthometric height was determined by differential leveling
 MT0616.and adjusted by the National Geodetic Survey in June 1991..
 MT0616
 MT0616.The geoid height was determined by GEOID03.
 MT0616
 MT0616.The dynamic height is computed by dividing the NAVD 88
 MT0616.geopotential number by the normal gravity value computed on the
 MT0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0616.degrees latitude (g = 980.6199 gals.).
 MT0616
 MT0616.The modeled gravity was interpolated from observed gravity values.
 MT0616
 MT0616;                    North         East    Units  Estimated Accuracy
 MT0616;SPC NV E     - 8,795,200.      193,960.      MT  (+/- 180 meters Scaled)
 MT0616
 MT0616                          SUPERSEDED SURVEY CONTROL
 MT0616
 MT0616  NGVD 29 (??/??/92) 1736.812  (m)         5698.19   (f) ADJ UNCH    2 0
 MT0616
 MT0616.Superseded values are not recommended for survey control.
 MT0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0616.See file dsdata.txt to determine how the superseded data were derived.
 MT0616
 MT0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG114411(NAD 83)
 MT0616_MARKER: DB = BENCH MARK DISK
 MT0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0616_STAMPING: N 326 1951
 MT0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0616+STABILITY: SURFACE MOTION
 MT0616
 MT0616  HISTORY     - Date     Condition        Report By
 MT0616  HISTORY     - 1951     MONUMENTED       CGS
 MT0616
 MT0616                          STATION DESCRIPTION
 MT0616
 MT0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0616'31.0 MI W FROM JARBIDGE.
 MT0616'FROM THE SCHOOL HOUSE IN JARBIDGE 10.2 MILES NORTH ALONG A ROAD
 MT0616'FOLLOWING THE JARBIDGE RIVER TO THE JUNCTION OF BUCK CREEK ROAD,
 MT0616'THENCE 20.8 MILES SOUTHWEST ALONG A ROAD LEADING TO ELKO AND THE GOLD
 MT0616'CREEK RANGER STATION, 0.75 MILES EAST OF THE JUNCTION OF A DIRT ROAD
 MT0616'LEADING NORTH TO ROWLAND, AT THE SUMMIT OF A GRADE, 34.0 FEET NORTH OF
 MT0616'THE CENTER LINE OF THE ROAD, 27 1/2 FEET SOUTHEAST OF A SMALL, BUT
 MT0616'PROMINENT, PILE OF RED ROCKS, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD,
 MT0616'2.2 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 MT0616'POST PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0039 ***********************************************************************
 MT0039  DESIGNATION -  N 327
 MT0039  PID         -  MT0039
 MT0039  STATE/COUNTY-  NV/ELKO
 MT0039  USGS QUAD   -  NILE SPRING (1989)
 MT0039
 MT0039                         *CURRENT SURVEY CONTROL
 MT0039  ___________________________________________________________________
 MT0039* NAD 83(1986)-  41 54 51.     (N)    114 04 37.     (W)     SCALED    
 MT0039* NAVD 88     -      1592.466  (meters)    5224.62   (feet)  ADJUSTED  
 MT0039  ___________________________________________________________________
 MT0039  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 MT0039  DYNAMIC HT  -        1591.337 (meters)    5220.91  (feet)  COMP
 MT0039  MODELED GRAV-     979,856.6   (mgal)                       NAVD 88
 MT0039
 MT0039  VERT ORDER  -  SECOND    CLASS 0
 MT0039
 MT0039.The horizontal coordinates were scaled from a topographic map and have
 MT0039.an estimated accuracy of +/- 6 seconds.
 MT0039
 MT0039.The orthometric height was determined by differential leveling
 MT0039.and adjusted by the National Geodetic Survey in June 1991..
 MT0039
 MT0039.The geoid height was determined by GEOID03.
 MT0039
 MT0039.The dynamic height is computed by dividing the NAVD 88
 MT0039.geopotential number by the normal gravity value computed on the
 MT0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0039.degrees latitude (g = 980.6199 gals.).
 MT0039
 MT0039.The modeled gravity was interpolated from observed gravity values.
 MT0039
 MT0039;                    North         East    Units  Estimated Accuracy
 MT0039;SPC NV E     - 8,796,260.      324,960.      MT  (+/- 180 meters Scaled)
 MT0039
 MT0039                          SUPERSEDED SURVEY CONTROL
 MT0039
 MT0039  NGVD 29 (??/??/92) 1591.378  (m)         5221.05   (f) ADJ UNCH    2 0
 MT0039
 MT0039.Superseded values are not recommended for survey control.
 MT0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0039.See file dsdata.txt to determine how the superseded data were derived.
 MT0039
 MT0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG424443(NAD 83)
 MT0039_MARKER: DB = BENCH MARK DISK
 MT0039_SETTING: 66 = SET IN ROCK OUTCROP
 MT0039_SP_SET: SET IN ROCK OUTCROP
 MT0039_STAMPING: N 327 1951
 MT0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MT0039+STABILITY: POSITION/ELEVATION WELL
 MT0039
 MT0039  HISTORY     - Date     Condition        Report By
 MT0039  HISTORY     - 1951     MONUMENTED       CGS
 MT0039
 MT0039                          STATION DESCRIPTION
 MT0039
 MT0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MT0039'23.7 MI NW FROM GROUSE CREEK.
 MT0039'3.4 MILES NORTH, 15.6 MILES NORTHWEST, 2.5 MILES NORTHWEST, 2.2 MILES
 MT0039'SOUTHWEST, 1.65 MILES NORTHEAST OF A RANCH ON TROUT CREEK, 0.1 MILE
 MT0039'WEST OF A POINT WHERE A PROMINENT WASH CROSSES THE ROAD, 211 FEET EAST
 MT0039'OF THE CENTER OF THE INTERSECTION OF A NORTH SOUTH TRACK ROAD, AND SET
 MT0039'IN THE TOP OF A 16 FEET LONG 3 1/2 FEET WIDE GRANITE OUTCROP, 36 FEET
 MT0039'NORTH OF THE CENTER LINE OF THE ROAD, 4.6 FEET NORTH OF THE SOUTH END
 MT0039'OF THE OUTCROP, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND MARKED BY
 MT0039'THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0130 ***********************************************************************
 GS0130  DESIGNATION -  N 328
 GS0130  PID         -  GS0130
 GS0130  STATE/COUNTY-  NV/NYE
 GS0130  USGS QUAD   -  CANE SPRING (1986)
 GS0130
 GS0130                         *CURRENT SURVEY CONTROL
 GS0130  ___________________________________________________________________
 GS0130* NAD 83(1986)-  36 48 22.     (N)    116 00 45.     (W)     SCALED    
 GS0130* NAVD 88     -       979.485  (meters)    3213.53   (feet)  ADJUSTED  
 GS0130  ___________________________________________________________________
 GS0130  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 GS0130  DYNAMIC HT  -         978.437 (meters)    3210.09  (feet)  COMP
 GS0130  MODELED GRAV-     979,529.0   (mgal)                       NAVD 88
 GS0130
 GS0130  VERT ORDER  -  SECOND    CLASS 0
 GS0130
 GS0130.The horizontal coordinates were scaled from a topographic map and have
 GS0130.an estimated accuracy of +/- 6 seconds.
 GS0130
 GS0130.The orthometric height was determined by differential leveling
 GS0130.and adjusted by the National Geodetic Survey in June 1991..
 GS0130
 GS0130.The geoid height was determined by GEOID03.
 GS0130
 GS0130.The dynamic height is computed by dividing the NAVD 88
 GS0130.geopotential number by the normal gravity value computed on the
 GS0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0130.degrees latitude (g = 980.6199 gals.).
 GS0130
 GS0130.The modeled gravity was interpolated from observed gravity values.
 GS0130
 GS0130;                    North         East    Units  Estimated Accuracy
 GS0130;SPC NV C     - 6,228,310.      558,370.      MT  (+/- 180 meters Scaled)
 GS0130
 GS0130                          SUPERSEDED SURVEY CONTROL
 GS0130
 GS0130  NGVD 29 (??/??/??)  978.623  (m)         3210.70   (f) ADJUSTED    2 0
 GS0130
 GS0130.Superseded values are not recommended for survey control.
 GS0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0130.See file dsdata.txt to determine how the superseded data were derived.
 GS0130
 GS0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA880738(NAD 83)
 GS0130_MARKER: DB = BENCH MARK DISK
 GS0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0130_STAMPING: N 328 1952
 GS0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0130+STABILITY: SURFACE MOTION
 GS0130
 GS0130  HISTORY     - Date     Condition        Report By
 GS0130  HISTORY     - 1952     MONUMENTED       CGS
 GS0130  HISTORY     - 1963     GOOD             DOD
 GS0130
 GS0130                          STATION DESCRIPTION
 GS0130
 GS0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0130'11.4 MI NW FROM MERCURY.
 GS0130'0.15 MILE WEST ALONG RANGER AVENUE FROM THE POST OFFICE AT
 GS0130'MERCURY, THENCE 2.6 MILES NORTH ALONG THE MERCURY HIGHWAY, THENCE
 GS0130'8.7 MILES NORTHWEST ALONG THE MERCURY HIGHWAY, AT A JUNCTION
 GS0130'WITH AN OILED ROAD LEADING EAST, ON THE EXTENDED CENTER LINE OF
 GS0130'AN OILED ROAD LEADING EAST, IN LINE WITH A ROW OF TELEPHONE
 GS0130'POLES, 172 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 42.8
 GS0130'FEET NORTH OF A TELEPHONE POLE, 31 FEET EAST OF THE CENTER LINE
 GS0130'OF A NORTH AND SOUTH DIRT ROAD, 3.5 FEET EAST OF A WITNESS POST,
 GS0130'395.5 FEET EAST OF A POWER SUB STATION, SET IN THE TOP OF A
 GS0130'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GS0130'NOTE-- THE MARK IS 405 FEET WEST OF THE SOUTHWEST CORNER OF A
 GS0130'POWER-STATION BUILDING, 32 FEET EAST OF THE CENTERLINE OF THE
 GS0130'NORTH-AND-SOUTH DIRT ROAD, AND ON THE PROJECTION OF THE
 GS0130'CENTERLINE OF THE PAVED ROAD FROM THE EAST.
 GS0130
 GS0130                          STATION RECOVERY (1963)
 GS0130
 GS0130'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1963
 GS0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0419 ***********************************************************************
 HQ0419  DESIGNATION -  N 329
 HQ0419  PID         -  HQ0419
 HQ0419  STATE/COUNTY-  NV/NYE
 HQ0419  USGS QUAD   -  OAK SPRING (1986)
 HQ0419
 HQ0419                         *CURRENT SURVEY CONTROL
 HQ0419  ___________________________________________________________________
 HQ0419* NAD 83(1986)-  37 08 50.     (N)    116 02 03.     (W)     SCALED    
 HQ0419* NAVD 88     -      1305.207  (meters)    4282.17   (feet)  ADJUSTED  
 HQ0419  ___________________________________________________________________
 HQ0419  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 HQ0419  DYNAMIC HT  -        1303.767 (meters)    4277.44  (feet)  COMP
 HQ0419  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 HQ0419
 HQ0419  VERT ORDER  -  SECOND    CLASS 0
 HQ0419
 HQ0419.The horizontal coordinates were scaled from a topographic map and have
 HQ0419.an estimated accuracy of +/- 6 seconds.
 HQ0419
 HQ0419.The orthometric height was determined by differential leveling
 HQ0419.and adjusted by the National Geodetic Survey in June 1991..
 HQ0419
 HQ0419.The geoid height was determined by GEOID03.
 HQ0419
 HQ0419.The dynamic height is computed by dividing the NAVD 88
 HQ0419.geopotential number by the normal gravity value computed on the
 HQ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0419.degrees latitude (g = 980.6199 gals.).
 HQ0419
 HQ0419.The modeled gravity was interpolated from observed gravity values.
 HQ0419
 HQ0419;                    North         East    Units  Estimated Accuracy
 HQ0419;SPC NV C     - 6,266,150.      556,190.      MT  (+/- 180 meters Scaled)
 HQ0419
 HQ0419                          SUPERSEDED SURVEY CONTROL
 HQ0419
 HQ0419  NGVD 29 (??/??/92) 1304.252  (m)         4279.03   (f) ADJ UNCH    2 0
 HQ0419
 HQ0419.Superseded values are not recommended for survey control.
 HQ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0419.See file dsdata.txt to determine how the superseded data were derived.
 HQ0419
 HQ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB857116(NAD 83)
 HQ0419_MARKER: DB = BENCH MARK DISK
 HQ0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0419_STAMPING: N 329 1952
 HQ0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0419+STABILITY: SURFACE MOTION
 HQ0419
 HQ0419  HISTORY     - Date     Condition        Report By
 HQ0419  HISTORY     - 1952     MONUMENTED       CGS
 HQ0419  HISTORY     - 1981     GOOD             DMA
 HQ0419
 HQ0419                          STATION DESCRIPTION
 HQ0419
 HQ0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0419'14.7 MI N FROM YUCCA PASS.
 HQ0419'13.15 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT
 HQ0419'OF YUCCA PASS, THENCE 0.4 MILE NORTH ALONG A GRAVELED ROAD,
 HQ0419'THENCE 1.15 MILES NORTH ALONG A ROCKY TRACK ROAD, 0.2 MILE
 HQ0419'NORTH OF A JUNCTION WITH A DIRT ROAD LEADING EAST, 84 FEET EAST
 HQ0419'OF THE CENTER LINE OF THE TRACK ROAD, 2.6 FEET EAST OF A WITNESS
 HQ0419'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 HQ0419'ABOVE THE GROUND.
 HQ0419
 HQ0419                          STATION RECOVERY (1981)
 HQ0419
 HQ0419'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981
 HQ0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0228 ***********************************************************************
 JP0228  DESIGNATION -  N 33
 JP0228  PID         -  JP0228
 JP0228  STATE/COUNTY-  NV/NYE
 JP0228  USGS QUAD   -  BLUE EAGLE SPRINGS (1990)
 JP0228
 JP0228                         *CURRENT SURVEY CONTROL
 JP0228  ___________________________________________________________________
 JP0228* NAD 83(1986)-  38 37 25.     (N)    115 36 22.     (W)     SCALED    
 JP0228* NAVD 88     -      1453.661  (meters)    4769.22   (feet)  POSTED    
 JP0228  ___________________________________________________________________
 JP0228  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 JP0228  DYNAMIC HT  -        1452.140 (meters)    4764.23  (feet)  COMP
 JP0228  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 JP0228
 JP0228  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JP0228
 JP0228.The horizontal coordinates were scaled from a topographic map and have
 JP0228.an estimated accuracy of +/- 6 seconds.
 JP0228
 JP0228.The orthometric height was determined by differential leveling
 JP0228.and adjusted by the National Geodetic Survey in 1992..
 JP0228.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JP0228.rate of 0.0 thru 1.0 mm/km.
 JP0228
 JP0228.The geoid height was determined by GEOID03.
 JP0228
 JP0228.The dynamic height is computed by dividing the NAVD 88
 JP0228.geopotential number by the normal gravity value computed on the
 JP0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0228.degrees latitude (g = 980.6199 gals.).
 JP0228
 JP0228.The modeled gravity was interpolated from observed gravity values.
 JP0228
 JP0228;                    North         East    Units  Estimated Accuracy
 JP0228;SPC NV C     - 6,430,350.      592,350.      MT  (+/- 180 meters Scaled)
 JP0228
 JP0228                          SUPERSEDED SURVEY CONTROL
 JP0228
 JP0228  NGVD 29 (??/??/92) 1452.537  (m)         4765.53   (f) ADJ UNCH    1 2
 JP0228
 JP0228.Superseded values are not recommended for survey control.
 JP0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0228.See file dsdata.txt to determine how the superseded data were derived.
 JP0228
 JP0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC213759(NAD 83)
 JP0228_MARKER: DB = BENCH MARK DISK
 JP0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JP0228_STAMPING: 4765.532 N 33 1933
 JP0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JP0228+STABILITY: SURFACE MOTION
 JP0228
 JP0228  HISTORY     - Date     Condition        Report By
 JP0228  HISTORY     - 1933     MONUMENTED       CGS
 JP0228  HISTORY     - 1934     GOOD             NGS
 JP0228
 JP0228                          STATION DESCRIPTION
 JP0228
 JP0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JP0228'11.1 MI SW FROM CURRANT.
 JP0228'ABOUT 11.1 MILES SOUTHWEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4
 JP0228'FROM CURRANT, NYE COUNTY, ABOUT 10.7 MILES NORTHEAST OF LOCKES RANCH,
 JP0228'AND ABOUT 45 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY.  A
 JP0228'STANDARD DISK, STAMPED 4765.532 N 33 1933 AND SET IN THE TOP OF A
 JP0228'CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 JP0228
 JP0228                          STATION RECOVERY (1934)
 JP0228
 JP0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JP0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1685 ***********************************************************************
 GR1685  DESIGNATION -  N 33
 GR1685  PID         -  GR1685
 GR1685  STATE/COUNTY-  NV/CLARK
 GR1685  USGS QUAD   -  MIDDLE POINT (1983)
 GR1685
 GR1685                         *CURRENT SURVEY CONTROL
 GR1685  ___________________________________________________________________
 GR1685* NAD 83(1994)-  36 10 26.98799(N)    114 27 07.11168(W)     ADJUSTED  
 GR1685* NAVD 88     -       516.6    (meters)    1695.     (feet)  VERTCON   
 GR1685  ___________________________________________________________________
 GR1685  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 GR1685  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 GR1685
 GR1685  HORZ ORDER  -  THIRD
 GR1685
 GR1685.The horizontal coordinates were established by classical geodetic methods
 GR1685.and adjusted by the National Geodetic Survey in June 1998..
 GR1685
 GR1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1685
 GR1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1685
 GR1685.The geoid height was determined by GEOID03.
 GR1685
 GR1685;                    North         East     Units Scale Factor Converg.
 GR1685;SPC NV E     - 8,158,586.939   301,774.478   MT  1.00002759   +0 40 04.2
 GR1685;SPC NV E     -26,766,963.98    990,071.77   sFT  1.00002759   +0 40 04.2
 GR1685;SPC AZ W     -   574,083.698   150,210.490   MT  0.99998245   -0 24 51.7
 GR1685;SPC AZ W     - 1,883,476.70    492,816.57   iFT  0.99998245   -0 24 51.7
 GR1685;UTM  11      - 4,006,274.802   729,164.488   MT  1.00024712   +1 30 16.6
 GR1685
 GR1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1685!SPC NV E     -   0.99992328  x   1.00002759  =   0.99995087
 GR1685!SPC AZ W     -   0.99992328  x   0.99998245  =   0.99990573
 GR1685!UTM  11      -   0.99992328  x   1.00024712  =   1.00017038
 GR1685
 GR1685:                Primary Azimuth Mark                     Grid Az
 GR1685:SPC NV E     -  N 35                                     023 21 23.1
 GR1685:SPC AZ W     -  N 35                                     024 26 19.0
 GR1685:UTM  11      -  N 35                                     022 31 10.7
 GR1685
 GR1685|---------------------------------------------------------------------|
 GR1685| PID    Reference Object                     Distance      Geod. Az  |
 GR1685|                                                           dddmmss.s |
 GR1685| GR1687 N 35                                APPROX. 2.5 KM 0240127.3 |
 GR1685|---------------------------------------------------------------------|
 GR1685
 GR1685                          SUPERSEDED SURVEY CONTROL
 GR1685
 GR1685  NAD 83(1994)-  36 10 26.98800(N)    114 27 07.11177(W) AD(       ) 3
 GR1685  NAD 83(1992)-  36 10 26.98798(N)    114 27 07.11170(W) AD(       ) 3
 GR1685  NAD 83(1986)-  36 10 26.97579(N)    114 27 07.10448(W) AD(       ) 3
 GR1685  NGVD 29 (06/27/88)  516.0    (m)         1693.     (f) VERT ANG       
 GR1685
 GR1685.Superseded values are not recommended for survey control.
 GR1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1685.See file dsdata.txt to determine how the superseded data were derived.
 GR1685
 GR1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2916406275(NAD 83)
 GR1685_MARKER: DS = TRIANGULATION STATION DISK
 GR1685_SETTING: 80 = SET IN A BOULDER
 GR1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1685+STABILITY: SURFACE MOTION
 GR1685
 GR1685  HISTORY     - Date     Condition        Report By
 GR1685  HISTORY     - 1948     MONUMENTED       USGS
 GR1685
 GR1685                          STATION DESCRIPTION
 GR1685
 GR1685'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1685'LOCATED ABOUT 5.1 MI NW. OF N.P.S. LIGHT BASE ON EAST POINT,
 GR1685'ABOUT 1 MI NW. OF MIDDLE POINT.  ON TOP OF HIGHEST HILL WITHIN
 GR1685'RADIUS OF 2 MI.
 GR1685'
 GR1685'TO REACH NOT GIVEN.
 GR1685'
 GR1685'STATION MARK--STANDARD TABLET STAMPED---N33 1948---, CEMENTED IN
 GR1685'TOP OF BOULDER IN PLACE.
 GR1685'
 GR1685'RMS--NONE SET.
 GR1685'
 GR1685'NOTE--FAIRCHILD STATION DESIGNATED AS F91, 8.02 FT. SW. OF
 GR1685'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0458 ***********************************************************************
 HQ0458  DESIGNATION -  N 330
 HQ0458  PID         -  HQ0458
 HQ0458  STATE/COUNTY-  NV/NYE
 HQ0458  USGS QUAD   -  SPRINGDALE NE (1986)
 HQ0458
 HQ0458                         *CURRENT SURVEY CONTROL
 HQ0458  ___________________________________________________________________
 HQ0458* NAD 83(1986)-  37 11 36.     (N)    116 48 45.     (W)     SCALED    
 HQ0458* NAVD 88     -      1337.353  (meters)    4387.63   (feet)  ADJUSTED  
 HQ0458  ___________________________________________________________________
 HQ0458  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 HQ0458  DYNAMIC HT  -        1335.861 (meters)    4382.74  (feet)  COMP
 HQ0458  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 HQ0458
 HQ0458  VERT ORDER  -  SECOND    CLASS 0
 HQ0458
 HQ0458.The horizontal coordinates were scaled from a topographic map and have
 HQ0458.an estimated accuracy of +/- 6 seconds.
 HQ0458
 HQ0458.The orthometric height was determined by differential leveling
 HQ0458.and adjusted by the National Geodetic Survey in June 1991..
 HQ0458
 HQ0458.The geoid height was determined by GEOID03.
 HQ0458
 HQ0458.The dynamic height is computed by dividing the NAVD 88
 HQ0458.geopotential number by the normal gravity value computed on the
 HQ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0458.degrees latitude (g = 980.6199 gals.).
 HQ0458
 HQ0458.The modeled gravity was interpolated from observed gravity values.
 HQ0458
 HQ0458;                    North         East    Units  Estimated Accuracy
 HQ0458;SPC NV C     - 6,271,090.      487,050.      MT  (+/- 180 meters Scaled)
 HQ0458
 HQ0458                          SUPERSEDED SURVEY CONTROL
 HQ0458
 HQ0458.No superseded survey control is available for this station.
 HQ0458
 HQ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB166163(NAD 83)
 HQ0458_MARKER: DB = BENCH MARK DISK
 HQ0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0458_SP_SET: CONCRETE POST
 HQ0458_STAMPING: N 330 1952
 HQ0458_MARK LOGO: CGS   
 HQ0458_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0458+STABILITY: SURFACE MOTION
 HQ0458
 HQ0458  HISTORY     - Date     Condition        Report By
 HQ0458  HISTORY     - 1952     MONUMENTED       CGS
 HQ0458  HISTORY     - 19920623 GOOD             LOCENG
 HQ0458
 HQ0458                          STATION DESCRIPTION
 HQ0458
 HQ0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0458'23.4 MI NW FROM BEATTY.
 HQ0458'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST
 HQ0458'OFFICE AT BEATTY, THENCE 4.75 MILES NORTH ALONG A WINDING TRACK
 HQ0458'ROAD, 24 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 2.9 FEET
 HQ0458'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HQ0458'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 HQ0458
 HQ0458                          STATION RECOVERY (1992)
 HQ0458
 HQ0458'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0478 ***********************************************************************
 HQ0478  DESIGNATION -  N 331
 HQ0478  PID         -  HQ0478
 HQ0478  STATE/COUNTY-  NV/NYE
 HQ0478  USGS QUAD   -  TOLICHA PEAK NE (1986)
 HQ0478
 HQ0478                         *CURRENT SURVEY CONTROL
 HQ0478  ___________________________________________________________________
 HQ0478* NAD 83(1986)-  37 25 00.     (N)    116 46 24.     (W)     SCALED    
 HQ0478* NAVD 88     -      1708.360  (meters)    5604.84   (feet)  ADJUSTED  
 HQ0478  ___________________________________________________________________
 HQ0478  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 HQ0478  DYNAMIC HT  -        1706.400 (meters)    5598.41  (feet)  COMP
 HQ0478  MODELED GRAV-     979,422.3   (mgal)                       NAVD 88
 HQ0478
 HQ0478  VERT ORDER  -  SECOND    CLASS 0
 HQ0478
 HQ0478.The horizontal coordinates were scaled from a topographic map and have
 HQ0478.an estimated accuracy of +/- 6 seconds.
 HQ0478
 HQ0478.The orthometric height was determined by differential leveling
 HQ0478.and adjusted by the National Geodetic Survey in June 1991..
 HQ0478
 HQ0478.The geoid height was determined by GEOID03.
 HQ0478
 HQ0478.The dynamic height is computed by dividing the NAVD 88
 HQ0478.geopotential number by the normal gravity value computed on the
 HQ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0478.degrees latitude (g = 980.6199 gals.).
 HQ0478
 HQ0478.The modeled gravity was interpolated from observed gravity values.
 HQ0478
 HQ0478;                    North         East    Units  Estimated Accuracy
 HQ0478;SPC NV C     - 6,295,870.      490,560.      MT  (+/- 180 meters Scaled)
 HQ0478
 HQ0478                          SUPERSEDED SURVEY CONTROL
 HQ0478
 HQ0478.No superseded survey control is available for this station.
 HQ0478
 HQ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB200411(NAD 83)
 HQ0478_MARKER: DB = BENCH MARK DISK
 HQ0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0478_SP_SET: CONCRETE POST
 HQ0478_STAMPING: N 331 1952
 HQ0478_MARK LOGO: CGS   
 HQ0478_MAGNETIC: N = NO MAGNETIC MATERIAL
 HQ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0478+STABILITY: SURFACE MOTION
 HQ0478
 HQ0478  HISTORY     - Date     Condition        Report By
 HQ0478  HISTORY     - 1952     MONUMENTED       CGS
 HQ0478  HISTORY     - 19920623 GOOD             LOCENG
 HQ0478
 HQ0478                          STATION DESCRIPTION
 HQ0478
 HQ0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0478'40.8 MI N FROM BEATTY.
 HQ0478'18.65 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 HQ0478'AT BEATTY, THENCE 12.75 MILES NORTH ALONG A WINDING TRACK ROAD,
 HQ0478'THENCE 0.15 MILE NORTHWEST ALONG A TRACK ROAD, THENCE 0.75 MILE
 HQ0478'NORTHEAST ALONG A TRACK ROAD, THENCE 7.45 MILES NORTH ALONG A
 HQ0478'TRACK ROAD, THENCE 1.0 MILE NORTHEAST ALONG A TRACK ROAD, ON THE
 HQ0478'SOUTHEAST SLOPE OF A HILL, 203 FEET NORTHWEST OF THE CENTER
 HQ0478'LINE OF A TRACK ROAD, 3 FEET ABOVE THE GROUND, SET IN THE TOP
 HQ0478'OF THE NORTHWEST SIDE OF A 6X15 FOOT ROCK OUTCROP.
 HQ0478
 HQ0478                          STATION RECOVERY (1992)
 HQ0478
 HQ0478'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 HQ0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0249 ***********************************************************************
 HQ0249  DESIGNATION -  N 332
 HQ0249  PID         -  HQ0249
 HQ0249  STATE/COUNTY-  NV/NYE
 HQ0249  USGS QUAD   -  ROLLER COASTER KNOB (1987)
 HQ0249
 HQ0249                         *CURRENT SURVEY CONTROL
 HQ0249  ___________________________________________________________________
 HQ0249* NAD 83(1986)-  37 44 38.     (N)    116 41 42.     (W)     SCALED    
 HQ0249* NAVD 88     -      1639.390  (meters)    5378.57   (feet)  ADJUSTED  
 HQ0249  ___________________________________________________________________
 HQ0249  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 HQ0249  DYNAMIC HT  -        1637.542 (meters)    5372.50  (feet)  COMP
 HQ0249  MODELED GRAV-     979,444.8   (mgal)                       NAVD 88
 HQ0249
 HQ0249  VERT ORDER  -  SECOND    CLASS 0
 HQ0249
 HQ0249.The horizontal coordinates were scaled from a topographic map and have
 HQ0249.an estimated accuracy of +/- 6 seconds.
 HQ0249
 HQ0249.The orthometric height was determined by differential leveling
 HQ0249.and adjusted by the National Geodetic Survey in June 1991..
 HQ0249
 HQ0249.The geoid height was determined by GEOID03.
 HQ0249
 HQ0249.The dynamic height is computed by dividing the NAVD 88
 HQ0249.geopotential number by the normal gravity value computed on the
 HQ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0249.degrees latitude (g = 980.6199 gals.).
 HQ0249
 HQ0249.The modeled gravity was interpolated from observed gravity values.
 HQ0249
 HQ0249;                    North         East    Units  Estimated Accuracy
 HQ0249;SPC NV C     - 6,332,180.      497,500.      MT  (+/- 180 meters Scaled)
 HQ0249
 HQ0249                          SUPERSEDED SURVEY CONTROL
 HQ0249
 HQ0249.No superseded survey control is available for this station.
 HQ0249
 HQ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB268774(NAD 83)
 HQ0249_MARKER: DB = BENCH MARK DISK
 HQ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0249_STAMPING: N 332 1952
 HQ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0249+STABILITY: SURFACE MOTION
 HQ0249
 HQ0249  HISTORY     - Date     Condition        Report By
 HQ0249  HISTORY     - 1952     MONUMENTED       CGS
 HQ0249  HISTORY     - 1968     GOOD             NGS
 HQ0249
 HQ0249                          STATION DESCRIPTION
 HQ0249
 HQ0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0249'12.6 MI SE FROM TONOPAH TEST RANGE.
 HQ0249'8.2 MILES SOUTH ALONG AN ASPHALT ROAD FROM POINT ABLE AT TONOPAH
 HQ0249'TEST RANGE, THENCE 2.4 MILES EAST ALONG A GRAVELED ROAD, THENCE
 HQ0249'0.45 MILE SOUTHEAST ALONG A TRACK ROAD, THENCE 1.5 MILES SOUTH
 HQ0249'ALONG A DIRT ROAD, 0.1 MILE SOUTH OF THE JUNCTION OF A DIM
 HQ0249'TRACK ROAD, 57 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HQ0249'2.3 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 HQ0249'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 HQ0249'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0107 ***********************************************************************
 GS0107  DESIGNATION -  N 333
 GS0107  PID         -  GS0107
 GS0107  STATE/COUNTY-  NV/NYE
 GS0107  USGS QUAD   -  JACKASS FLATS (1983)
 GS0107
 GS0107                         *CURRENT SURVEY CONTROL
 GS0107  ___________________________________________________________________
 GS0107* NAD 83(1986)-  36 45 36.     (N)    116 20 05.     (W)     SCALED    
 GS0107* NAVD 88     -       966.700  (meters)    3171.58   (feet)  ADJUSTED  
 GS0107  ___________________________________________________________________
 GS0107  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GS0107  DYNAMIC HT  -         965.690 (meters)    3168.27  (feet)  COMP
 GS0107  MODELED GRAV-     979,554.3   (mgal)                       NAVD 88
 GS0107
 GS0107  VERT ORDER  -  SECOND    CLASS 0
 GS0107
 GS0107.The horizontal coordinates were scaled from a topographic map and have
 GS0107.an estimated accuracy of +/- 6 seconds.
 GS0107
 GS0107.The orthometric height was determined by differential leveling
 GS0107.and adjusted by the National Geodetic Survey in June 1991..
 GS0107
 GS0107.The geoid height was determined by GEOID03.
 GS0107
 GS0107.The dynamic height is computed by dividing the NAVD 88
 GS0107.geopotential number by the normal gravity value computed on the
 GS0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0107.degrees latitude (g = 980.6199 gals.).
 GS0107
 GS0107.The modeled gravity was interpolated from observed gravity values.
 GS0107
 GS0107;                    North         East    Units  Estimated Accuracy
 GS0107;SPC NV C     - 6,223,050.      529,640.      MT  (+/- 180 meters Scaled)
 GS0107
 GS0107                          SUPERSEDED SURVEY CONTROL
 GS0107
 GS0107  NGVD 29 (??/??/??)  965.841  (m)         3168.76   (f) ADJUSTED    2 0
 GS0107
 GS0107.Superseded values are not recommended for survey control.
 GS0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0107.See file dsdata.txt to determine how the superseded data were derived.
 GS0107
 GS0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA593684(NAD 83)
 GS0107_MARKER: DB = BENCH MARK DISK
 GS0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0107_STAMPING: N 333 1952
 GS0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0107+STABILITY: SURFACE MOTION
 GS0107
 GS0107  HISTORY     - Date     Condition        Report By
 GS0107  HISTORY     - 1952     MONUMENTED       CGS
 GS0107  HISTORY     - 1952     GOOD             NGS
 GS0107
 GS0107                          STATION DESCRIPTION
 GS0107
 GS0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GS0107'9.4 MI N FROM LATHROP WELLS.
 GS0107'0.1 MILE WEST ALONG U.S. HIGHWAY 95 FROM THE EAST FORK OF ITS
 GS0107'Y JUNCTION WITH STATE HIGHWAY 29 AT LATHROP WELLS, THENCE 4.9
 GS0107'MILES NORTH ALONG A TRACK ROAD, THENCE 4.4 MILES NORTH ALONG A
 GS0107'SANDY WASH, 34 FEET EAST OF THE CENTER LINE OF A SANDY WASH, 2.5
 GS0107'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GS0107'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS
 GS0107'400 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD AT A CURVE
 GS0107'AND A DRAIN LEADING NORTHEAST, 120 FEET EAST-NORTHEAST TO THE
 GS0107'BEGINNING OF A DESPRESSION IN A HILL, AND 34 FEET EAST-SOUTHEAST
 GS0107'OF THE CENTERLINE OF THE ROAD.
 GS0107
 GS0107                          STATION RECOVERY (1952)
 GS0107
 GS0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GS0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0450 ***********************************************************************
 HQ0450  DESIGNATION -  N 334
 HQ0450  PID         -  HQ0450
 HQ0450  STATE/COUNTY-  NV/NYE
 HQ0450  USGS QUAD   -  TIPPIPAH SPRING (1986)
 HQ0450
 HQ0450                         *CURRENT SURVEY CONTROL
 HQ0450  ___________________________________________________________________
 HQ0450* NAD 83(1986)-  37 00 35.     (N)    116 10 43.     (W)     SCALED    
 HQ0450* NAVD 88     -      1510.774  (meters)    4956.60   (feet)  ADJUSTED  
 HQ0450  ___________________________________________________________________
 HQ0450  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 HQ0450  DYNAMIC HT  -        1509.044 (meters)    4950.92  (feet)  COMP
 HQ0450  MODELED GRAV-     979,432.9   (mgal)                       NAVD 88
 HQ0450
 HQ0450  VERT ORDER  -  SECOND    CLASS 0
 HQ0450
 HQ0450.The horizontal coordinates were scaled from a topographic map and have
 HQ0450.an estimated accuracy of +/- 6 seconds.
 HQ0450
 HQ0450.The orthometric height was determined by differential leveling
 HQ0450.and adjusted by the National Geodetic Survey in June 1991..
 HQ0450
 HQ0450.The geoid height was determined by GEOID03.
 HQ0450
 HQ0450.The dynamic height is computed by dividing the NAVD 88
 HQ0450.geopotential number by the normal gravity value computed on the
 HQ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0450.degrees latitude (g = 980.6199 gals.).
 HQ0450
 HQ0450.The modeled gravity was interpolated from observed gravity values.
 HQ0450
 HQ0450;                    North         East    Units  Estimated Accuracy
 HQ0450;SPC NV C     - 6,250,820.      543,430.      MT  (+/- 180 meters Scaled)
 HQ0450
 HQ0450                          SUPERSEDED SURVEY CONTROL
 HQ0450
 HQ0450  NGVD 29 (??/??/92) 1509.771  (m)         4953.31   (f) ADJ UNCH    2 0
 HQ0450
 HQ0450.Superseded values are not recommended for survey control.
 HQ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0450.See file dsdata.txt to determine how the superseded data were derived.
 HQ0450
 HQ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA730962(NAD 83)
 HQ0450_MARKER: DB = BENCH MARK DISK
 HQ0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0450_STAMPING: N 334 1952
 HQ0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0450+STABILITY: SURFACE MOTION
 HQ0450
 HQ0450  HISTORY     - Date     Condition        Report By
 HQ0450  HISTORY     - 1952     MONUMENTED       CGS
 HQ0450  HISTORY     - 1984     MARK NOT FOUND   USGS
 HQ0450
 HQ0450                          STATION DESCRIPTION
 HQ0450
 HQ0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0450'3 MI SE FROM TIPPIPAH SPRINGS.
 HQ0450'3.0 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE RANCH IMPROVEMENTS
 HQ0450'AT TIPPIPAH SPRINGS, 44 FEET SOUTHWEST OF THE CENTER LINE OF
 HQ0450'THE ROAD, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 HQ0450'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 HQ0450
 HQ0450                          STATION RECOVERY (1984)
 HQ0450
 HQ0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0084 ***********************************************************************
 JQ0084  DESIGNATION -  N 335
 JQ0084  PID         -  JQ0084
 JQ0084  STATE/COUNTY-  NV/NYE
 JQ0084  USGS QUAD   -  MC KINNEY TANKS (1986)
 JQ0084
 JQ0084                         *CURRENT SURVEY CONTROL
 JQ0084  ___________________________________________________________________
 JQ0084* NAD 83(1986)-  38 04 50.     (N)    116 59 40.     (W)     SCALED    
 JQ0084* NAVD 88     -      1667.174  (meters)    5469.72   (feet)  ADJUSTED  
 JQ0084  ___________________________________________________________________
 JQ0084  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 JQ0084  DYNAMIC HT  -        1665.343 (meters)    5463.71  (feet)  COMP
 JQ0084  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 JQ0084
 JQ0084  VERT ORDER  -  FIRST     CLASS II
 JQ0084
 JQ0084.The horizontal coordinates were scaled from a topographic map and have
 JQ0084.an estimated accuracy of +/- 6 seconds.
 JQ0084
 JQ0084.The orthometric height was determined by differential leveling
 JQ0084.and adjusted by the National Geodetic Survey in June 1991..
 JQ0084
 JQ0084.The geoid height was determined by GEOID03.
 JQ0084
 JQ0084.The dynamic height is computed by dividing the NAVD 88
 JQ0084.geopotential number by the normal gravity value computed on the
 JQ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0084.degrees latitude (g = 980.6199 gals.).
 JQ0084
 JQ0084.The modeled gravity was interpolated from observed gravity values.
 JQ0084
 JQ0084;                    North         East    Units  Estimated Accuracy
 JQ0084;SPC NV C     - 6,369,600.      471,250.      MT  (+/- 180 meters Scaled)
 JQ0084
 JQ0084                          SUPERSEDED SURVEY CONTROL
 JQ0084
 JQ0084.No superseded survey control is available for this station.
 JQ0084
 JQ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC004147(NAD 83)
 JQ0084_MARKER: DB = BENCH MARK DISK
 JQ0084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JQ0084_STAMPING: N 335 1952
 JQ0084_MARK LOGO: CGS   
 JQ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0084+STABILITY: SURFACE MOTION
 JQ0084
 JQ0084  HISTORY     - Date     Condition        Report By
 JQ0084  HISTORY     - 1952     MONUMENTED       CGS
 JQ0084  HISTORY     - 1984     GOOD             NGS
 JQ0084
 JQ0084                          STATION DESCRIPTION
 JQ0084
 JQ0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JQ0084'12.9 MI E FROM TONAPAH.
 JQ0084'12.9 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT TONOPAH,
 JQ0084'19 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 JQ0084'WEST END OF THE NORTH CONCRETE HEADWALL OF AN 18 INCH PIPE CULVERT.
 JQ0084
 JQ0084                          STATION RECOVERY (1984)
 JQ0084
 JQ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0084'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0084'20.4 KM (12.75 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0084'HIGHWAY 95 AT TONOPAH, IN TOP OF THE WEST END OF THE NORTH HEADWALL
 JQ0084'FOR A 18-INCH CORRUGATED METAL PIPE CULVERT, 0.75 KM (0.45 MI) WEST OF
 JQ0084'MILEPOST 15, 5.8 METERS (19 FT) NORTH OF THE HIGHWAY CENTERLINE.
 JQ0084'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0012 ***********************************************************************
 HQ0012  DESIGNATION -  N 336
 HQ0012  PID         -  HQ0012
 HQ0012  STATE/COUNTY-  NV/NYE
 HQ0012  USGS QUAD   -  STINKING SPRING SW (1987)
 HQ0012
 HQ0012                         *CURRENT SURVEY CONTROL
 HQ0012  ___________________________________________________________________
 HQ0012* NAD 83(1986)-  37 50 06.     (N)    116 43 27.     (W)     SCALED    
 HQ0012* NAVD 88     -      1627.278  (meters)    5338.83   (feet)  ADJUSTED  
 HQ0012  ___________________________________________________________________
 HQ0012  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HQ0012  DYNAMIC HT  -        1625.459 (meters)    5332.86  (feet)  COMP
 HQ0012  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 HQ0012
 HQ0012  VERT ORDER  -  FIRST     CLASS II
 HQ0012
 HQ0012.The horizontal coordinates were scaled from a topographic map and have
 HQ0012.an estimated accuracy of +/- 6 seconds.
 HQ0012
 HQ0012.The orthometric height was determined by differential leveling
 HQ0012.and adjusted by the National Geodetic Survey in June 1991..
 HQ0012
 HQ0012.The geoid height was determined by GEOID03.
 HQ0012
 HQ0012.The dynamic height is computed by dividing the NAVD 88
 HQ0012.geopotential number by the normal gravity value computed on the
 HQ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0012.degrees latitude (g = 980.6199 gals.).
 HQ0012
 HQ0012.The modeled gravity was interpolated from observed gravity values.
 HQ0012
 HQ0012;                    North         East    Units  Estimated Accuracy
 HQ0012;SPC NV C     - 6,342,290.      494,940.      MT  (+/- 180 meters Scaled)
 HQ0012
 HQ0012                          SUPERSEDED SURVEY CONTROL
 HQ0012
 HQ0012.No superseded survey control is available for this station.
 HQ0012
 HQ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB242875(NAD 83)
 HQ0012_MARKER: DB = BENCH MARK DISK
 HQ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0012_STAMPING: N 336 1952
 HQ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0012+STABILITY: SURFACE MOTION
 HQ0012
 HQ0012  HISTORY     - Date     Condition        Report By
 HQ0012  HISTORY     - 1952     MONUMENTED       CGS
 HQ0012  HISTORY     - 1968     GOOD             NGS
 HQ0012
 HQ0012                          STATION DESCRIPTION
 HQ0012
 HQ0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HQ0012'10.4 MI SE FROM TONOPAH TEST RANGE.
 HQ0012'6.95 MILES SOUTH ALONG AN ASPHALT ROAD FROM POINT ABLE AT
 HQ0012'TONOPAH TEST RANGE, THENCE 3.4 MILES NORTHEAST ALONG AN ASPHALT
 HQ0012'ROAD, THENCE 0.1 MILE NORTH ALONG A GRAVELED ROAD, 60 FEET
 HQ0012'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A NORTHEAST-SOUTHWEST
 HQ0012'GRAVELED ROAD, 27 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HQ0012'ABOUT 0.1 MILE EAST OF THE CENTER OF HARD TARGET, 96.6 FEET
 HQ0012'SOUTHEAST OF THE SOUTH CORNER OF A SMALL METAL BUILDING NO.
 HQ0012'23-16, 3.0 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 HQ0012'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HQ0012'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0402 ***********************************************************************
 HQ0402  DESIGNATION -  N 337
 HQ0402  PID         -  HQ0402
 HQ0402  STATE/COUNTY-  NV/NYE
 HQ0402  USGS QUAD   -  WEST OF QUARTZITE MOUNTAIN (1988)
 HQ0402
 HQ0402                         *CURRENT SURVEY CONTROL
 HQ0402  ___________________________________________________________________
 HQ0402* NAD 83(1986)-  37 35 23.     (N)    116 25 43.     (W)     SCALED    
 HQ0402* NAVD 88     -      1598.210  (meters)    5243.46   (feet)  ADJUSTED  
 HQ0402  ___________________________________________________________________
 HQ0402  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 HQ0402  DYNAMIC HT  -        1596.398 (meters)    5237.52  (feet)  COMP
 HQ0402  MODELED GRAV-     979,440.2   (mgal)                       NAVD 88
 HQ0402
 HQ0402  VERT ORDER  -  SECOND    CLASS 0
 HQ0402
 HQ0402.The horizontal coordinates were scaled from a topographic map and have
 HQ0402.an estimated accuracy of +/- 6 seconds.
 HQ0402
 HQ0402.The orthometric height was determined by differential leveling
 HQ0402.and adjusted by the National Geodetic Survey in June 1991..
 HQ0402
 HQ0402.The geoid height was determined by GEOID03.
 HQ0402
 HQ0402.The dynamic height is computed by dividing the NAVD 88
 HQ0402.geopotential number by the normal gravity value computed on the
 HQ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0402.degrees latitude (g = 980.6199 gals.).
 HQ0402
 HQ0402.The modeled gravity was interpolated from observed gravity values.
 HQ0402
 HQ0402;                    North         East    Units  Estimated Accuracy
 HQ0402;SPC NV C     - 6,315,100.      521,020.      MT  (+/- 180 meters Scaled)
 HQ0402
 HQ0402                          SUPERSEDED SURVEY CONTROL
 HQ0402
 HQ0402.No superseded survey control is available for this station.
 HQ0402
 HQ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB504604(NAD 83)
 HQ0402_MARKER: DB = BENCH MARK DISK
 HQ0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0402_STAMPING: N 337 1952
 HQ0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0402+STABILITY: SURFACE MOTION
 HQ0402
 HQ0402  HISTORY     - Date     Condition        Report By
 HQ0402  HISTORY     - 1952     MONUMENTED       CGS
 HQ0402
 HQ0402                          STATION DESCRIPTION
 HQ0402
 HQ0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0402'12.5 MI SE FROM MELLAN.
 HQ0402'12.5 MILES SOUTHEAST ALONG A DIRT ROAD FROM A LARGE GRANITE
 HQ0402'KNOLL AT MELLAN, 53 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HQ0402'ROAD, 3.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 HQ0402'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0414 ***********************************************************************
 HQ0414  DESIGNATION -  N 338
 HQ0414  PID         -  HQ0414
 HQ0414  STATE/COUNTY-  NV/NYE
 HQ0414  USGS QUAD   -  QUARTZITE MTN (1988)
 HQ0414
 HQ0414                         *CURRENT SURVEY CONTROL
 HQ0414  ___________________________________________________________________
 HQ0414* NAD 83(1986)-  37 34 29.     (N)    116 15 45.     (W)     SCALED    
 HQ0414* NAVD 88     -      1749.851  (meters)    5740.97   (feet)  ADJUSTED  
 HQ0414  ___________________________________________________________________
 HQ0414  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 HQ0414  DYNAMIC HT  -        1747.835 (meters)    5734.36  (feet)  COMP
 HQ0414  MODELED GRAV-     979,416.0   (mgal)                       NAVD 88
 HQ0414
 HQ0414  VERT ORDER  -  SECOND    CLASS 0
 HQ0414
 HQ0414.The horizontal coordinates were scaled from a topographic map and have
 HQ0414.an estimated accuracy of +/- 6 seconds.
 HQ0414
 HQ0414.The orthometric height was determined by differential leveling
 HQ0414.and adjusted by the National Geodetic Survey in June 1991..
 HQ0414
 HQ0414.The geoid height was determined by GEOID03.
 HQ0414
 HQ0414.The dynamic height is computed by dividing the NAVD 88
 HQ0414.geopotential number by the normal gravity value computed on the
 HQ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0414.degrees latitude (g = 980.6199 gals.).
 HQ0414
 HQ0414.The modeled gravity was interpolated from observed gravity values.
 HQ0414
 HQ0414;                    North         East    Units  Estimated Accuracy
 HQ0414;SPC NV C     - 6,313,480.      535,700.      MT  (+/- 180 meters Scaled)
 HQ0414
 HQ0414                          SUPERSEDED SURVEY CONTROL
 HQ0414
 HQ0414.No superseded survey control is available for this station.
 HQ0414
 HQ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB651588(NAD 83)
 HQ0414_MARKER: DB = BENCH MARK DISK
 HQ0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0414_STAMPING: N 338 1952
 HQ0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0414+STABILITY: SURFACE MOTION
 HQ0414
 HQ0414  HISTORY     - Date     Condition        Report By
 HQ0414  HISTORY     - 1952     MONUMENTED       CGS
 HQ0414
 HQ0414                          STATION DESCRIPTION
 HQ0414
 HQ0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HQ0414'14.2 MI SW FROM REED.
 HQ0414'14.15 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE RANCH
 HQ0414'IMPROVEMENTS AT REED, 40 FEET SOUTHEAST OF THE CENTER LINE OF
 HQ0414'THE ROAD, 2.8 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 HQ0414'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0619 ***********************************************************************
 KR0619  DESIGNATION -  N 339
 KR0619  PID         -  KR0619
 KR0619  STATE/COUNTY-  NV/STOREY
 KR0619  USGS QUAD   -  DERBY DAM (1985)
 KR0619
 KR0619                         *CURRENT SURVEY CONTROL
 KR0619  ___________________________________________________________________
 KR0619* NAD 83(1986)-  39 33 51.     (N)    119 28 58.     (W)     SCALED    
 KR0619* NAVD 88     -      1297.359  (meters)    4256.42   (feet)  ADJUSTED  
 KR0619  ___________________________________________________________________
 KR0619  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KR0619  DYNAMIC HT  -        1296.209 (meters)    4252.65  (feet)  COMP
 KR0619  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 KR0619
 KR0619  VERT ORDER  -  FIRST     CLASS I
 KR0619
 KR0619.The horizontal coordinates were scaled from a topographic map and have
 KR0619.an estimated accuracy of +/- 6 seconds.
 KR0619
 KR0619.The orthometric height was determined by differential leveling
 KR0619.and adjusted by the National Geodetic Survey in June 1991..
 KR0619
 KR0619.The geoid height was determined by GEOID03.
 KR0619
 KR0619.The dynamic height is computed by dividing the NAVD 88
 KR0619.geopotential number by the normal gravity value computed on the
 KR0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0619.degrees latitude (g = 980.6199 gals.).
 KR0619
 KR0619.The modeled gravity was interpolated from observed gravity values.
 KR0619
 KR0619;                    North         East    Units  Estimated Accuracy
 KR0619;SPC NV W     - 4,534,610.      722,710.      MT  (+/- 180 meters Scaled)
 KR0619
 KR0619                          SUPERSEDED SURVEY CONTROL
 KR0619
 KR0619  NGVD 29 (??/??/92) 1296.330  (m)         4253.04   (f) ADJ UNCH    1 1
 KR0619
 KR0619.Superseded values are not recommended for survey control.
 KR0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0619.See file dsdata.txt to determine how the superseded data were derived.
 KR0619
 KR0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD867823(NAD 83)
 KR0619_MARKER: DB = BENCH MARK DISK
 KR0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0619_SP_SET: ABUTMENT
 KR0619_STAMPING: N 339 1953
 KR0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0619+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 KR0619
 KR0619  HISTORY     - Date     Condition        Report By
 KR0619  HISTORY     - 1953     MONUMENTED       CGS
 KR0619  HISTORY     - 1969     GOOD             NGS
 KR0619  HISTORY     - 1970     GOOD             NGS
 KR0619  HISTORY     - 20011019 GOOD             NVGS
 KR0619
 KR0619                          STATION DESCRIPTION
 KR0619
 KR0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KR0619'15.3 MI E FROM SPARKS.
 KR0619'15.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0619'MCCARRAN BOULEVARD OVERPASS AT SPARKS, 14.1 MILES WEST OF FERNLEY, 3
 KR0619'POLES WEST OF THE CROSSING OF A PAVED ROAD AT CLARK SIDING, 2-3/4
 KR0619'POLES EAST OF MILEPOLE 262, ACROSS THE TRACKS FROM EAGLE-PICHER
 KR0619'INDUSTRIES INC., IN THE TOP AND 1.9 FEET SOUTH OF THE NORTH END OF THE
 KR0619'EAST CONCRETE ABUTMENT OF A BRIDGE, 22.9 FEET NORTH OF THE NORTH RAIL
 KR0619'OF THE MAIN TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  SEC 35, T
 KR0619'20N, R 22E.
 KR0619
 KR0619                          STATION RECOVERY (1970)
 KR0619
 KR0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KR0619'RECOVERED IN GOOD CONDITION.
 KR0619
 KR0619                          STATION RECOVERY (2001)
 KR0619
 KR0619'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 KR0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0015 ***********************************************************************
 JQ0015  DESIGNATION -  N 34
 JQ0015  PID         -  JQ0015
 JQ0015  STATE/COUNTY-  NV/NYE
 JQ0015  USGS QUAD   -  BUCKWHEAT RIM (1967)
 JQ0015
 JQ0015                         *CURRENT SURVEY CONTROL
 JQ0015  ___________________________________________________________________
 JQ0015* NAD 83(1986)-  38 22 17.     (N)    116 14 38.     (W)     SCALED    
 JQ0015* NAVD 88     -      1599.560  (meters)    5247.89   (feet)  ADJUSTED  
 JQ0015  ___________________________________________________________________
 JQ0015  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 JQ0015  DYNAMIC HT  -        1597.827 (meters)    5242.20  (feet)  COMP
 JQ0015  MODELED GRAV-     979,489.9   (mgal)                       NAVD 88
 JQ0015
 JQ0015  VERT ORDER  -  FIRST     CLASS II
 JQ0015
 JQ0015.The horizontal coordinates were scaled from a topographic map and have
 JQ0015.an estimated accuracy of +/- 6 seconds.
 JQ0015
 JQ0015.The orthometric height was determined by differential leveling
 JQ0015.and adjusted by the National Geodetic Survey in June 1991..
 JQ0015
 JQ0015.The geoid height was determined by GEOID03.
 JQ0015
 JQ0015.The dynamic height is computed by dividing the NAVD 88
 JQ0015.geopotential number by the normal gravity value computed on the
 JQ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0015.degrees latitude (g = 980.6199 gals.).
 JQ0015
 JQ0015.The modeled gravity was interpolated from observed gravity values.
 JQ0015
 JQ0015;                    North         East    Units  Estimated Accuracy
 JQ0015;SPC NV C     - 6,401,910.      536,940.      MT  (+/- 180 meters Scaled)
 JQ0015
 JQ0015                          SUPERSEDED SURVEY CONTROL
 JQ0015
 JQ0015  NGVD 29 (??/??/92) 1598.442  (m)         5244.22   (f) ADJ UNCH    1 2
 JQ0015
 JQ0015.Superseded values are not recommended for survey control.
 JQ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0015.See file dsdata.txt to determine how the superseded data were derived.
 JQ0015
 JQ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC660472(NAD 83)
 JQ0015_MARKER: DB = BENCH MARK DISK
 JQ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0015_STAMPING: 5244.222 N 34 1933
 JQ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0015+STABILITY: SURFACE MOTION
 JQ0015
 JQ0015  HISTORY     - Date     Condition        Report By
 JQ0015  HISTORY     - 1933     MONUMENTED       CGS
 JQ0015  HISTORY     - 1934     GOOD             NGS
 JQ0015
 JQ0015                          STATION DESCRIPTION
 JQ0015
 JQ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0015'14.9 MI NE FROM WARM SPRINGS.
 JQ0015'14.9 MILES NORTHEAST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM WARM
 JQ0015'SPRINGS, NYE COUNTY, AND 74 FEET NORTHWEST OF THE CENTERLINE OF THE
 JQ0015'HIGHWAY.  A STANDARD DISK, STAMPED 5244.222 N 34 1933 AND SET IN THE
 JQ0015'TOP OF A CONCRETE POST PROJECTING 11 INCHES ABOVE GROUND.
 JQ0015
 JQ0015                          STATION RECOVERY (1934)
 JQ0015
 JQ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JQ0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1686 ***********************************************************************
 GR1686  DESIGNATION -  N 34
 GR1686  PID         -  GR1686
 GR1686  STATE/COUNTY-  NV/CLARK
 GR1686  USGS QUAD   -  MIDDLE POINT (1983)
 GR1686
 GR1686                         *CURRENT SURVEY CONTROL
 GR1686  ___________________________________________________________________
 GR1686* NAD 83(1994)-  36 09 49.32160(N)    114 26 05.00135(W)     ADJUSTED  
 GR1686* NAVD 88     -       355.6    (meters)    1167.     (feet)  VERTCON   
 GR1686  ___________________________________________________________________
 GR1686  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 GR1686  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 GR1686
 GR1686  HORZ ORDER  -  THIRD
 GR1686
 GR1686.The horizontal coordinates were established by classical geodetic methods
 GR1686.and adjusted by the National Geodetic Survey in June 1998..
 GR1686
 GR1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1686
 GR1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1686
 GR1686.The geoid height was determined by GEOID03.
 GR1686
 GR1686;                    North         East     Units Scale Factor Converg.
 GR1686;SPC NV E     - 8,157,444.229   303,340.309   MT  1.00003154   +0 40 40.3
 GR1686;SPC NV E     -26,763,214.94    995,209.00   sFT  1.00003154   +0 40 40.3
 GR1686;SPC AZ W     -   572,911.679   151,754.388   MT  0.99998008   -0 24 14.6
 GR1686;SPC AZ W     - 1,879,631.49    497,881.85   iFT  0.99998008   -0 24 14.6
 GR1686;UTM  11      - 4,005,154.830   730,747.190   MT  1.00025609   +1 30 51.9
 GR1686
 GR1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1686!SPC NV E     -   0.99994855  x   1.00003154  =   0.99998009
 GR1686!SPC AZ W     -   0.99994855  x   0.99998008  =   0.99992863
 GR1686!UTM  11      -   0.99994855  x   1.00025609  =   1.00020463
 GR1686
 GR1686                          SUPERSEDED SURVEY CONTROL
 GR1686
 GR1686  NAD 83(1994)-  36 09 49.32161(N)    114 26 05.00137(W) AD(       ) 3
 GR1686  NAD 83(1992)-  36 09 49.32161(N)    114 26 05.00136(W) AD(       ) 3
 GR1686  NAD 83(1986)-  36 09 49.30949(N)    114 26 04.99444(W) AD(       ) 3
 GR1686  NGVD 29 (06/27/88)  355.0    (m)         1165.     (f) VERT ANG       
 GR1686
 GR1686.Superseded values are not recommended for survey control.
 GR1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1686.See file dsdata.txt to determine how the superseded data were derived.
 GR1686
 GR1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3074705155(NAD 83)
 GR1686_MARKER: DS = TRIANGULATION STATION DISK
 GR1686_SETTING: 66 = SET IN ROCK OUTCROP
 GR1686_SP_SET: SET IN ROCK OUTCROP
 GR1686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1686+STABILITY: POSITION/ELEVATION WELL
 GR1686
 GR1686  HISTORY     - Date     Condition        Report By
 GR1686  HISTORY     - 1948     MONUMENTED       USGS
 GR1686
 GR1686                          STATION DESCRIPTION
 GR1686
 GR1686'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1686'NOT OCCUPIED.
 GR1686'
 GR1686'LOCATED ABOUT 3.8 MI NW. OF N.P.S. LIGHT BASE ON EAST POINT.
 GR1686'ABOUT 250 FT. E. OF HIGH WATER MARK AT MOST EASTERLY POINT OF
 GR1686'MIDDLE POINT, ABOUT 5 FT. BELOW HIGH WATER MARK.
 GR1686'
 GR1686'STATION MARK--STANDARD TABLET STAMPED---N34 1948---, CEMENTED IN
 GR1686'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0563 ***********************************************************************
 KR0563  DESIGNATION -  N 340
 KR0563  PID         -  KR0563
 KR0563  STATE/COUNTY-  NV/CHURCHILL
 KR0563  USGS QUAD   -  HAZEN (1985)
 KR0563
 KR0563                         *CURRENT SURVEY CONTROL
 KR0563  ___________________________________________________________________
 KR0563* NAD 83(1986)-  39 34 26.     (N)    119 00 55.     (W)     SCALED    
 KR0563* NAVD 88     -      1221.74   (+/-2cm)    4008.3    (feet)  VERTCON   
 KR0563  ___________________________________________________________________
 KR0563  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KR0563
 KR0563  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0563
 KR0563.The horizontal coordinates were scaled from a topographic map and have
 KR0563.an estimated accuracy of +/- 6 seconds.
 KR0563
 KR0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0563.The vertical order pertains to the NGVD 29 superseded value.
 KR0563
 KR0563.The geoid height was determined by GEOID03.
 KR0563
 KR0563;                    North         East    Units  Estimated Accuracy
 KR0563;SPC NV W     - 4,535,400.      762,890.      MT  (+/- 180 meters Scaled)
 KR0563
 KR0563                          SUPERSEDED SURVEY CONTROL
 KR0563
 KR0563  NGVD 29 (??/??/92) 1220.793  (m)         4005.22   (f) ADJ UNCH    1 2
 KR0563
 KR0563.Superseded values are not recommended for survey control.
 KR0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0563.See file dsdata.txt to determine how the superseded data were derived.
 KR0563
 KR0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD269824(NAD 83)
 KR0563_MARKER: DB = BENCH MARK DISK
 KR0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0563_SP_SET: ABUTMENT
 KR0563_STAMPING: N 340 1953
 KR0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0563
 KR0563  HISTORY     - Date     Condition        Report By
 KR0563  HISTORY     - 1953     MONUMENTED       CGS
 KR0563
 KR0563                          STATION DESCRIPTION
 KR0563
 KR0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0563'1.9 MI NE FROM HAZEN.
 KR0563'1.9 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KR0563'THE STATION AT HAZEN, AT WOODEN BRIDGE 289.93, IN THE TOP OF THE
 KR0563'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT, 7.1 FEET NORTHWEST
 KR0563'OF THE NORTHWEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE
 KR0563'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0411 ***********************************************************************
 KR0411  DESIGNATION -  N 341
 KR0411  PID         -  KR0411
 KR0411  STATE/COUNTY-  NV/CHURCHILL
 KR0411  USGS QUAD   -  OCALA (1986)
 KR0411
 KR0411                         *CURRENT SURVEY CONTROL
 KR0411  ___________________________________________________________________
 KR0411* NAD 83(1986)-  39 56 49.     (N)    118 41 33.     (W)     SCALED    
 KR0411* NAVD 88     -      1194.582  (meters)    3919.22   (feet)  ADJUSTED  
 KR0411  ___________________________________________________________________
 KR0411  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 KR0411  DYNAMIC HT  -        1193.618 (meters)    3916.06  (feet)  COMP
 KR0411  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 KR0411
 KR0411  VERT ORDER  -  FIRST     CLASS II
 KR0411
 KR0411.The horizontal coordinates were scaled from a topographic map and have
 KR0411.an estimated accuracy of +/- 6 seconds.
 KR0411
 KR0411.The orthometric height was determined by differential leveling
 KR0411.and adjusted by the National Geodetic Survey in June 1991..
 KR0411
 KR0411.The geoid height was determined by GEOID03.
 KR0411
 KR0411.The dynamic height is computed by dividing the NAVD 88
 KR0411.geopotential number by the normal gravity value computed on the
 KR0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0411.degrees latitude (g = 980.6199 gals.).
 KR0411
 KR0411.The modeled gravity was interpolated from observed gravity values.
 KR0411
 KR0411;                    North         East    Units  Estimated Accuracy
 KR0411;SPC NV W     - 4,576,730.      790,670.      MT  (+/- 180 meters Scaled)
 KR0411
 KR0411                          SUPERSEDED SURVEY CONTROL
 KR0411
 KR0411  NGVD 29 (??/??/92) 1193.696  (m)         3916.32   (f) ADJ UNCH    1 2
 KR0411
 KR0411.Superseded values are not recommended for survey control.
 KR0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0411.See file dsdata.txt to determine how the superseded data were derived.
 KR0411
 KR0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE554232(NAD 83)
 KR0411_MARKER: DB = BENCH MARK DISK
 KR0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0411_SP_SET: ABUTMENT
 KR0411_STAMPING: N 341 1953
 KR0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0411
 KR0411  HISTORY     - Date     Condition        Report By
 KR0411  HISTORY     - 1953     MONUMENTED       CGS
 KR0411
 KR0411                          STATION DESCRIPTION
 KR0411
 KR0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0411'5.1 MI S FROM TOY.
 KR0411'5.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0411'SIDING SIGN AT TOY, AT WOODEN BRIDGE 323.27, IN THE TOP OF THE EAST
 KR0411'END OF THE NORTH CONCRETE ABUTMENT, 7.9 FEET EAST OF THE EAST RAIL,
 KR0411'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0004 ***********************************************************************
 LS0004  DESIGNATION -  N 342
 LS0004  PID         -  LS0004
 LS0004  STATE/COUNTY-  NV/PERSHING
 LS0004  USGS QUAD   -  RYE PATCH RES SOUTH (1971)
 LS0004
 LS0004                         *CURRENT SURVEY CONTROL
 LS0004  ___________________________________________________________________
 LS0004* NAD 83(1986)-  40 31 49.     (N)    118 17 16.     (W)     SCALED    
 LS0004* NAVD 88     -      1307.940  (meters)    4291.13   (feet)  ADJUSTED  
 LS0004  ___________________________________________________________________
 LS0004  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 LS0004  DYNAMIC HT  -        1306.903 (meters)    4287.73  (feet)  COMP
 LS0004  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 LS0004
 LS0004  VERT ORDER  -  FIRST     CLASS II
 LS0004
 LS0004.The horizontal coordinates were scaled from a topographic map and have
 LS0004.an estimated accuracy of +/- 6 seconds.
 LS0004
 LS0004.The orthometric height was determined by differential leveling
 LS0004.and adjusted by the National Geodetic Survey in June 1991..
 LS0004
 LS0004.The geoid height was determined by GEOID03.
 LS0004
 LS0004.The dynamic height is computed by dividing the NAVD 88
 LS0004.geopotential number by the normal gravity value computed on the
 LS0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0004.degrees latitude (g = 980.6199 gals.).
 LS0004
 LS0004.The modeled gravity was interpolated from observed gravity values.
 LS0004
 LS0004;                    North         East    Units  Estimated Accuracy
 LS0004;SPC NV W     - 4,641,530.      825,040.      MT  (+/- 180 meters Scaled)
 LS0004
 LS0004                          SUPERSEDED SURVEY CONTROL
 LS0004
 LS0004  NGVD 29 (??/??/92) 1306.945  (m)         4287.87   (f) ADJ UNCH    1 2
 LS0004
 LS0004.Superseded values are not recommended for survey control.
 LS0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0004.See file dsdata.txt to determine how the superseded data were derived.
 LS0004
 LS0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE909874(NAD 83)
 LS0004_MARKER: DB = BENCH MARK DISK
 LS0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0004_STAMPING: N 342 1953
 LS0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0004+STABILITY: SURFACE MOTION
 LS0004
 LS0004  HISTORY     - Date     Condition        Report By
 LS0004  HISTORY     - 1953     MONUMENTED       CGS
 LS0004
 LS0004                          STATION DESCRIPTION
 LS0004
 LS0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0004'5.2 MI S FROM HUMBOLDT.
 LS0004'5.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0004'SIDING SIGN AT HUMBOLDT, 6.0 MILES NORTH OF RYE PATCH, 358 1/2 FEET
 LS0004'EAST OF AND DIRECTLY ACROSS THE TRACKS FROM MILEPOLE 372, 207 FEET
 LS0004'SOUTHEAST OF A VALERY ONE MILE SIGN, 95.4 FEET EAST OF THE EAST RAIL
 LS0004'OF THE EAST TRACK, 21 1/2 FEET NORTH OF A POWER LINE POLE, 2.1 FEET
 LS0004'WEST OF A FENCE, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER
 LS0004'THAN THE EAST TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LS0004'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0037 ***********************************************************************
 LS0037  DESIGNATION -  N 343
 LS0037  PID         -  LS0037
 LS0037  STATE/COUNTY-  NV/PERSHING
 LS0037  USGS QUAD   -  COSGRAVE (1982)
 LS0037
 LS0037                         *CURRENT SURVEY CONTROL
 LS0037  ___________________________________________________________________
 LS0037* NAD 83(1986)-  40 49 01.     (N)    118 00 12.     (W)     SCALED    
 LS0037* NAVD 88     -      1306.193  (meters)    4285.40   (feet)  ADJUSTED  
 LS0037  ___________________________________________________________________
 LS0037  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 LS0037  DYNAMIC HT  -        1305.198 (meters)    4282.14  (feet)  COMP
 LS0037  MODELED GRAV-     979,818.1   (mgal)                       NAVD 88
 LS0037
 LS0037  VERT ORDER  -  FIRST     CLASS II
 LS0037
 LS0037.The horizontal coordinates were scaled from a topographic map and have
 LS0037.an estimated accuracy of +/- 6 seconds.
 LS0037
 LS0037.The orthometric height was determined by differential leveling
 LS0037.and adjusted by the National Geodetic Survey in June 1991..
 LS0037
 LS0037.The geoid height was determined by GEOID03.
 LS0037
 LS0037.The dynamic height is computed by dividing the NAVD 88
 LS0037.geopotential number by the normal gravity value computed on the
 LS0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0037.degrees latitude (g = 980.6199 gals.).
 LS0037
 LS0037.The modeled gravity was interpolated from observed gravity values.
 LS0037
 LS0037;                    North         East    Units  Estimated Accuracy
 LS0037;SPC NV W     - 4,673,480.      848,930.      MT  (+/- 180 meters Scaled)
 LS0037
 LS0037                          SUPERSEDED SURVEY CONTROL
 LS0037
 LS0037  NGVD 29 (??/??/92) 1305.210  (m)         4282.18   (f) ADJ UNCH    1 2
 LS0037
 LS0037.Superseded values are not recommended for survey control.
 LS0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0037.See file dsdata.txt to determine how the superseded data were derived.
 LS0037
 LS0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF153189(NAD 83)
 LS0037_MARKER: DB = BENCH MARK DISK
 LS0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LS0037_SP_SET: ABUTMENT
 LS0037_STAMPING: N 343 1953
 LS0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LS0037
 LS0037  HISTORY     - Date     Condition        Report By
 LS0037  HISTORY     - 1953     MONUMENTED       CGS
 LS0037
 LS0037                          STATION DESCRIPTION
 LS0037
 LS0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LS0037'1.5 MI NE FROM COSGRAVE.
 LS0037'1.5 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LS0037'THE WATER TANK AT COSGRAVE, AT WOODEN BRIDGE 398.75, IN THE TOP OF THE
 LS0037'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT, 21 1/2 FEET
 LS0037'NORTHEAST OF A COSGRAVE ONE MILE SIGN, 7.8 FEET NORTHWEST OF THE
 LS0037'NORTHWEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0239 ***********************************************************************
 MU0239  DESIGNATION -  N 344
 MU0239  PID         -  MU0239
 MU0239  STATE/COUNTY-  NV/HUMBOLDT
 MU0239  USGS QUAD   -  WESO (1983)
 MU0239
 MU0239                         *CURRENT SURVEY CONTROL
 MU0239  ___________________________________________________________________
 MU0239* NAD 83(1986)-  41 00 08.     (N)    117 42 09.     (W)     SCALED    
 MU0239* NAVD 88     -      1312.524  (meters)    4306.17   (feet)  ADJUSTED  
 MU0239  ___________________________________________________________________
 MU0239  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 MU0239  DYNAMIC HT  -        1311.532 (meters)    4302.92  (feet)  COMP
 MU0239  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 MU0239
 MU0239  VERT ORDER  -  FIRST     CLASS II
 MU0239
 MU0239.The horizontal coordinates were scaled from a topographic map and have
 MU0239.an estimated accuracy of +/- 6 seconds.
 MU0239
 MU0239.The orthometric height was determined by differential leveling
 MU0239.and adjusted by the National Geodetic Survey in June 1991..
 MU0239
 MU0239.The geoid height was determined by GEOID03.
 MU0239
 MU0239.The dynamic height is computed by dividing the NAVD 88
 MU0239.geopotential number by the normal gravity value computed on the
 MU0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0239.degrees latitude (g = 980.6199 gals.).
 MU0239
 MU0239.The modeled gravity was interpolated from observed gravity values.
 MU0239
 MU0239;                    North         East    Units  Estimated Accuracy
 MU0239;SPC NV W     - 4,694,270.      874,100.      MT  (+/- 180 meters Scaled)
 MU0239
 MU0239                          SUPERSEDED SURVEY CONTROL
 MU0239
 MU0239  NGVD 29 (??/??/92) 1311.488  (m)         4302.77   (f) ADJ UNCH    1 2
 MU0239
 MU0239.Superseded values are not recommended for survey control.
 MU0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0239.See file dsdata.txt to determine how the superseded data were derived.
 MU0239
 MU0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF409392(NAD 83)
 MU0239_MARKER: DB = BENCH MARK DISK
 MU0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0239_STAMPING: N 344 1953
 MU0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0239+STABILITY: SURFACE MOTION
 MU0239
 MU0239  HISTORY     - Date     Condition        Report By
 MU0239  HISTORY     - 1953     MONUMENTED       CGS
 MU0239
 MU0239                          STATION DESCRIPTION
 MU0239
 MU0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MU0239'0.8 MI SW FROM WESO.
 MU0239'0.8 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MU0239'THE STATION AT WESO, 2.7 MILES NORTHEAST OF WINNEMUCCA, 48 FEET NORTH
 MU0239'OF THE FIRST POLE NORTHEAST OF MILEPOLE 420, 97.1 FEET NORTHWEST OF
 MU0239'THE NORTHWEST RAIL, 18.5 FEET NORTHEAST OF THE NORTHEAST END OF A WIRE
 MU0239'GATE IN A FENCE, 1.7 FEET SOUTHEAST OF THE FENCE, 2.0 FEET SOUTHWEST
 MU0239'OF A WITNESS POST, ABOUT 12 FEET LOWER THAN THE TRACK, AND SET IN THE
 MU0239'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0288 ***********************************************************************
 LR0288  DESIGNATION -  N 345
 LR0288  PID         -  LR0288
 LR0288  STATE/COUNTY-  NV/HUMBOLDT
 LR0288  USGS QUAD   -  IRON POINT (1965)
 LR0288
 LR0288                         *CURRENT SURVEY CONTROL
 LR0288  ___________________________________________________________________
 LR0288* NAD 83(1986)-  40 58 28.     (N)    117 18 07.     (W)     SCALED    
 LR0288* NAVD 88     -      1335.816  (meters)    4382.59   (feet)  ADJUSTED  
 LR0288  ___________________________________________________________________
 LR0288  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 LR0288  DYNAMIC HT  -        1334.815 (meters)    4379.31  (feet)  COMP
 LR0288  MODELED GRAV-     979,828.6   (mgal)                       NAVD 88
 LR0288
 LR0288  VERT ORDER  -  FIRST     CLASS II
 LR0288
 LR0288.The horizontal coordinates were scaled from a topographic map and have
 LR0288.an estimated accuracy of +/- 6 seconds.
 LR0288
 LR0288.The orthometric height was determined by differential leveling
 LR0288.and adjusted by the National Geodetic Survey in June 1991..
 LR0288
 LR0288.The geoid height was determined by GEOID03.
 LR0288
 LR0288.The dynamic height is computed by dividing the NAVD 88
 LR0288.geopotential number by the normal gravity value computed on the
 LR0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0288.degrees latitude (g = 980.6199 gals.).
 LR0288
 LR0288.The modeled gravity was interpolated from observed gravity values.
 LR0288
 LR0288;                    North         East    Units  Estimated Accuracy
 LR0288;SPC NV W     - 4,691,600.      907,840.      MT  (+/- 180 meters Scaled)
 LR0288
 LR0288                          SUPERSEDED SURVEY CONTROL
 LR0288
 LR0288  NGVD 29 (??/??/92) 1334.804  (m)         4379.27   (f) ADJ UNCH    1 2
 LR0288
 LR0288.Superseded values are not recommended for survey control.
 LR0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0288.See file dsdata.txt to determine how the superseded data were derived.
 LR0288
 LR0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF745359(NAD 83)
 LR0288_MARKER: DB = BENCH MARK DISK
 LR0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0288_STAMPING: N 345 1953
 LR0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0288+STABILITY: SURFACE MOTION
 LR0288
 LR0288  HISTORY     - Date     Condition        Report By
 LR0288  HISTORY     - 1953     MONUMENTED       CGS
 LR0288
 LR0288                          STATION DESCRIPTION
 LR0288
 LR0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0288'2.3 MI NW FROM IRON POINT.
 LR0288'2.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0288'THE SIDING SIGN AT IRON POINT, 208 FEET SOUTH OF AND ACROSS THE TRACK
 LR0288'FROM THE 7TH. POLE NORTHWEST OF MILEPOLE 446, 139.8 FEET SOUTHWEST OF
 LR0288'THE SOUTHWEST RAIL, 57.4 FEET NORTHEAST OF THE SOUTHWEST CORNER OF AN
 LR0288'OFFSET IN A FENCE, 2.5 FEET NORTHWEST OF THE FENCE, 2.2 FEET NORTHEAST
 LR0288'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE
 LR0288'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0274 ***********************************************************************
 LR0274  DESIGNATION -  N 346
 LR0274  PID         -  LR0274
 LR0274  STATE/COUNTY-  NV/LANDER
 LR0274  USGS QUAD   -  BATTLE MOUNTAIN (1985)
 LR0274
 LR0274                         *CURRENT SURVEY CONTROL
 LR0274  ___________________________________________________________________
 LR0274* NAD 83(1986)-  40 38 24.     (N)    116 56 30.     (W)     SCALED    
 LR0274* NAVD 88     -      1375.951  (meters)    4514.27   (feet)  ADJUSTED  
 LR0274  ___________________________________________________________________
 LR0274  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 LR0274  DYNAMIC HT  -        1374.846 (meters)    4510.64  (feet)  COMP
 LR0274  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 LR0274
 LR0274  VERT ORDER  -  FIRST     CLASS II
 LR0274
 LR0274.The horizontal coordinates were scaled from a topographic map and have
 LR0274.an estimated accuracy of +/- 6 seconds.
 LR0274
 LR0274.The orthometric height was determined by differential leveling
 LR0274.and adjusted by the National Geodetic Survey in June 1991..
 LR0274
 LR0274.The geoid height was determined by GEOID03.
 LR0274
 LR0274.The dynamic height is computed by dividing the NAVD 88
 LR0274.geopotential number by the normal gravity value computed on the
 LR0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0274.degrees latitude (g = 980.6199 gals.).
 LR0274
 LR0274.The modeled gravity was interpolated from observed gravity values.
 LR0274
 LR0274;                    North         East    Units  Estimated Accuracy
 LR0274;SPC NV C     - 6,653,710.      476,740.      MT  (+/- 180 meters Scaled)
 LR0274
 LR0274                          SUPERSEDED SURVEY CONTROL
 LR0274
 LR0274  NGVD 29 (??/??/92) 1374.91   (m)         4510.9    (f) COMPUTED    1 2
 LR0274
 LR0274.Superseded values are not recommended for survey control.
 LR0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0274.See file dsdata.txt to determine how the superseded data were derived.
 LR0274
 LR0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE049987(NAD 83)
 LR0274_MARKER: DB = BENCH MARK DISK
 LR0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0274_STAMPING: N 346 1953
 LR0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0274+STABILITY: SURFACE MOTION
 LR0274
 LR0274  HISTORY     - Date     Condition        Report By
 LR0274  HISTORY     - 1953     MONUMENTED       CGS
 LR0274  HISTORY     - 1982     MARK NOT FOUND   USGS
 LR0274  HISTORY     - 19821220 MARK NOT FOUND   USGS
 LR0274  HISTORY     - 1984     MARK NOT FOUND   NGS
 LR0274
 LR0274                          STATION DESCRIPTION
 LR0274
 LR0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0274'IN BATTLE MOUNTAIN.
 LR0274'AT THE WEST EDGE OF BATTLE MOUNTAIN, 0.2 MILE WEST ALONG FIFTH STREET
 LR0274'FROM THE INTERSECTION OF HUMBOLDT STREET, AT LEMAIRE AIRPORT, 2.0 FEET
 LR0274'NORTH OF THE NORTH CORNER OF THE HANGAR, 16 FEET EAST OF THE WIND SOCK
 LR0274'POLE, ABOUT LEVEL WITH THE LANDING FIELD, AND SET IN THE TOP OF A
 LR0274'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LR0274
 LR0274                          STATION RECOVERY (1982)
 LR0274
 LR0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LR0274'MARK NOT FOUND.
 LR0274
 LR0274                          STATION RECOVERY (1982)
 LR0274
 LR0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (JOB)
 LR0274'MARK NOT FOUND.
 LR0274
 LR0274                          STATION RECOVERY (1984)
 LR0274
 LR0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0274'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0099 ***********************************************************************
 MT0099  DESIGNATION -  N 347
 MT0099  PID         -  MT0099
 MT0099  STATE/COUNTY-  NV/ELKO
 MT0099  USGS QUAD   -  VALLEY PASS (1976)
 MT0099
 MT0099                         *CURRENT SURVEY CONTROL
 MT0099  ___________________________________________________________________
 MT0099* NAD 83(1986)-  41 07 59.     (N)    114 25 40.     (W)     SCALED    
 MT0099* NAVD 88     -      1821.819  (meters)    5977.08   (feet)  ADJUSTED  
 MT0099  ___________________________________________________________________
 MT0099  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 MT0099  DYNAMIC HT  -        1820.299 (meters)    5972.10  (feet)  COMP
 MT0099  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 MT0099
 MT0099  VERT ORDER  -  FIRST     CLASS II
 MT0099
 MT0099.The horizontal coordinates were scaled from a topographic map and have
 MT0099.an estimated accuracy of +/- 6 seconds.
 MT0099
 MT0099.The orthometric height was determined by differential leveling
 MT0099.and adjusted by the National Geodetic Survey in June 1991..
 MT0099
 MT0099.The geoid height was determined by GEOID03.
 MT0099
 MT0099.The dynamic height is computed by dividing the NAVD 88
 MT0099.geopotential number by the normal gravity value computed on the
 MT0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0099.degrees latitude (g = 980.6199 gals.).
 MT0099
 MT0099.The modeled gravity was interpolated from observed gravity values.
 MT0099
 MT0099;                    North         East    Units  Estimated Accuracy
 MT0099;SPC NV E     - 8,709,060.      297,020.      MT  (+/- 180 meters Scaled)
 MT0099
 MT0099                          SUPERSEDED SURVEY CONTROL
 MT0099
 MT0099  NGVD 29 (??/??/92) 1820.682  (m)         5973.35   (f) ADJ UNCH    1 2
 MT0099
 MT0099.Superseded values are not recommended for survey control.
 MT0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0099.See file dsdata.txt to determine how the superseded data were derived.
 MT0099
 MT0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF159567(NAD 83)
 MT0099_MARKER: DB = BENCH MARK DISK
 MT0099_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0099_STAMPING: N 347 1953
 MT0099_MARK LOGO: CGS   
 MT0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0099+STABILITY: SURFACE MOTION
 MT0099
 MT0099  HISTORY     - Date     Condition        Report By
 MT0099  HISTORY     - 1953     MONUMENTED       CGS
 MT0099  HISTORY     - 1984     POOR             NGS
 MT0099
 MT0099                          STATION DESCRIPTION
 MT0099
 MT0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0099'2.1 MI SE FROM VALLEY PASS.
 MT0099'2.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0099'THE STATION AT VALLEY PASS, 2.0 MILES NORTHWEST OF COBRE, AT 36-INCH
 MT0099'CORRUGATED METAL PIPE CULVERT 642.84, IN THE TOP OF THE NORTHWEST END
 MT0099'OF THE SOUTHWEST CONCRETE HEAD WALL, 17.9 FEET SOUTHWEST OF THE
 MT0099'SOUTHWEST RAIL OF THE EAST-BOUND TRACK, AND ABOUT 4 FEET LOWER THAN
 MT0099'THE TRACK.
 MT0099
 MT0099                          STATION RECOVERY (1984)
 MT0099
 MT0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0099'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  22.25 KM
 MT0099'(13.9 MI) SOUTHWEST ALONG STATE HIGHWAY 233 FROM THE POST OFFICE AT
 MT0099'MONTELLO, THENCE 7.3 KM (4.55 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC
 MT0099'RAILROAD, IN TOP OF AND 0.3 METER (1 FT) SOUTHEAST OF THE NORTHWEST
 MT0099'END OF THE SOUTHWEST HEADWALL FOR A 36-INCH CORRUGATED METAL PIPE
 MT0099'CULVERT, 0.25 KM (0.15 MI) NORTHWEST OF MILEPOLE 643, 5.5 METERS
 MT0099'(18 FT) SOUTHWEST OF THE SOUTHWEST RAIL.  NOTE--HEADWALL IS BUSTED IN
 MT0099'HALF AT THE CULVERT PIPE.
 MT0099'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0139 ***********************************************************************
 MT0139  DESIGNATION -  N 348
 MT0139  PID         -  MT0139
 MT0139  STATE/COUNTY-  NV/ELKO
 MT0139  USGS QUAD   -  TECOMA (1976)
 MT0139
 MT0139                         *CURRENT SURVEY CONTROL
 MT0139  ___________________________________________________________________
 MT0139* NAD 83(1986)-  41 18 48.     (N)    114 05 41.     (W)     SCALED    
 MT0139* NAVD 88     -      1466.061  (meters)    4809.90   (feet)  ADJUSTED  
 MT0139  ___________________________________________________________________
 MT0139  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 MT0139  DYNAMIC HT  -        1464.938 (meters)    4806.22  (feet)  COMP
 MT0139  MODELED GRAV-     979,806.6   (mgal)                       NAVD 88
 MT0139
 MT0139  VERT ORDER  -  FIRST     CLASS II
 MT0139
 MT0139.The horizontal coordinates were scaled from a topographic map and have
 MT0139.an estimated accuracy of +/- 6 seconds.
 MT0139
 MT0139.The orthometric height was determined by differential leveling
 MT0139.and adjusted by the National Geodetic Survey in June 1991..
 MT0139
 MT0139.The geoid height was determined by GEOID03.
 MT0139
 MT0139.The dynamic height is computed by dividing the NAVD 88
 MT0139.geopotential number by the normal gravity value computed on the
 MT0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0139.degrees latitude (g = 980.6199 gals.).
 MT0139
 MT0139.The modeled gravity was interpolated from observed gravity values.
 MT0139
 MT0139;                    North         East    Units  Estimated Accuracy
 MT0139;SPC NV E     - 8,729,510.      324,640.      MT  (+/- 180 meters Scaled)
 MT0139
 MT0139                          SUPERSEDED SURVEY CONTROL
 MT0139
 MT0139  NGVD 29 (??/??/92) 1464.974  (m)         4806.34   (f) ADJ UNCH    1 2
 MT0139
 MT0139.Superseded values are not recommended for survey control.
 MT0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0139.See file dsdata.txt to determine how the superseded data were derived.
 MT0139
 MT0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF431776(NAD 83)
 MT0139_MARKER: DB = BENCH MARK DISK
 MT0139_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MT0139_STAMPING: N 348 1953
 MT0139_MARK LOGO: CGS   
 MT0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0139+STABILITY: SURFACE MOTION
 MT0139
 MT0139  HISTORY     - Date     Condition        Report By
 MT0139  HISTORY     - 1953     MONUMENTED       CGS
 MT0139  HISTORY     - 1984     GOOD             NGS
 MT0139
 MT0139                          STATION DESCRIPTION
 MT0139
 MT0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0139'6.2 MI NE FROM MONTELLO.
 MT0139'6.2 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MT0139'THE STATION AT MONTELLO, 6 POLES SOUTHWEST OF THE TECOMA SIDING SIGN,
 MT0139'AT 48-INCH CORRUGATED METAL PIPE CULVERT 668.13, IN THE TOP OF THE
 MT0139'NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL, 9.9 FEET NORTHWEST
 MT0139'OF THE NORTHWEST RAIL OF THE WEST-BOUND TRACK, AND ABOUT 2 FEET LOWER
 MT0139'THAN THE TOP OF THE RAIL.
 MT0139
 MT0139                          STATION RECOVERY (1984)
 MT0139
 MT0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0139'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.3 KM
 MT0139'(6.45 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 MT0139'OFFICE AT MONTELLO, IN TOP OF AND 0.5 METER (1.5 FT) SOUTHWEST OF THE
 MT0139'NORTHEAST END OF THE NORTHWEST HEADWALL FOR A 36-INCH CORRUGATED METAL
 MT0139'PIPE CULVERT 668.23, 3.0 METERS (10 FT) NORTHWEST OF THE NORTHWEST
 MT0139'RAIL.
 MT0139'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0296 ***********************************************************************
 JQ0296  DESIGNATION -  N 349
 JQ0296  PID         -  JQ0296
 JQ0296  STATE/COUNTY-  NV/ESMERALDA
 JQ0296  USGS QUAD   -  GILBERT SE (1968)
 JQ0296
 JQ0296                         *CURRENT SURVEY CONTROL
 JQ0296  ___________________________________________________________________
 JQ0296* NAD 83(1986)-  38 05 42.     (N)    117 36 58.     (W)     SCALED    
 JQ0296* NAVD 88     -      1457.387  (meters)    4781.44   (feet)  ADJUSTED  
 JQ0296  ___________________________________________________________________
 JQ0296  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 JQ0296  DYNAMIC HT  -        1455.847 (meters)    4776.39  (feet)  COMP
 JQ0296  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 JQ0296
 JQ0296  VERT ORDER  -  FIRST     CLASS II
 JQ0296
 JQ0296.The horizontal coordinates were scaled from a topographic map and have
 JQ0296.an estimated accuracy of +/- 6 seconds.
 JQ0296
 JQ0296.The orthometric height was determined by differential leveling
 JQ0296.and adjusted by the National Geodetic Survey in June 1991..
 JQ0296
 JQ0296.The geoid height was determined by GEOID03.
 JQ0296
 JQ0296.The dynamic height is computed by dividing the NAVD 88
 JQ0296.geopotential number by the normal gravity value computed on the
 JQ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0296.degrees latitude (g = 980.6199 gals.).
 JQ0296
 JQ0296.The modeled gravity was interpolated from observed gravity values.
 JQ0296
 JQ0296;                    North         East    Units  Estimated Accuracy
 JQ0296;SPC NV W     - 4,371,590.      884,840.      MT  (+/- 180 meters Scaled)
 JQ0296
 JQ0296                          SUPERSEDED SURVEY CONTROL
 JQ0296
 JQ0296  NGVD 29 (??/??/92) 1456.288  (m)         4777.84   (f) ADJ UNCH    1 2
 JQ0296
 JQ0296.Superseded values are not recommended for survey control.
 JQ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0296.See file dsdata.txt to determine how the superseded data were derived.
 JQ0296
 JQ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC459165(NAD 83)
 JQ0296_MARKER: DB = BENCH MARK DISK
 JQ0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0296_STAMPING: N 349 1953
 JQ0296_MARK LOGO: CGS   
 JQ0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0296+STABILITY: SURFACE MOTION
 JQ0296
 JQ0296  HISTORY     - Date     Condition        Report By
 JQ0296  HISTORY     - 1953     MONUMENTED       CGS
 JQ0296  HISTORY     - 1984     GOOD             NGS
 JQ0296
 JQ0296                          STATION DESCRIPTION
 JQ0296
 JQ0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0296'17.2 MI E FROM COALDALE.
 JQ0296'17.2 MILES EAST ALONG U. S. HIGHWAY 6 AND 95 FROM THE JUNCTION OF THE
 JQ0296'HIGHWAYS AT COALDALE, 223 FEET NORTHWEST OF THE CENTER LINE OF THE
 JQ0296'HIGHWAY, 11 1/2 FEET NORTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW
 JQ0296'OF POLES, 2.7 FEET SOUTHWEST OF A WITNESS POST, ABOUT 4 FEET HIGHER
 JQ0296'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 JQ0296'FOOT ABOVE THE GROUND.
 JQ0296
 JQ0296                          STATION RECOVERY (1984)
 JQ0296
 JQ0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0078 ***********************************************************************
 JQ0078  DESIGNATION -  N 35
 JQ0078  PID         -  JQ0078
 JQ0078  STATE/COUNTY-  NV/NYE
 JQ0078  USGS QUAD   -  YELLOW CONE (1986)
 JQ0078
 JQ0078                         *CURRENT SURVEY CONTROL
 JQ0078  ___________________________________________________________________
 JQ0078* NAD 83(1986)-  38 07 24.     (N)    116 52 03.     (W)     SCALED    
 JQ0078* NAVD 88     -      1865.131  (meters)    6119.18   (feet)  ADJUSTED  
 JQ0078  ___________________________________________________________________
 JQ0078  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 JQ0078  DYNAMIC HT  -        1863.042 (meters)    6112.33  (feet)  COMP
 JQ0078  MODELED GRAV-     979,442.4   (mgal)                       NAVD 88
 JQ0078
 JQ0078  VERT ORDER  -  FIRST     CLASS II
 JQ0078
 JQ0078.The horizontal coordinates were scaled from a topographic map and have
 JQ0078.an estimated accuracy of +/- 6 seconds.
 JQ0078
 JQ0078.The orthometric height was determined by differential leveling
 JQ0078.and adjusted by the National Geodetic Survey in June 1991..
 JQ0078
 JQ0078.The geoid height was determined by GEOID03.
 JQ0078
 JQ0078.The dynamic height is computed by dividing the NAVD 88
 JQ0078.geopotential number by the normal gravity value computed on the
 JQ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0078.degrees latitude (g = 980.6199 gals.).
 JQ0078
 JQ0078.The modeled gravity was interpolated from observed gravity values.
 JQ0078
 JQ0078;                    North         East    Units  Estimated Accuracy
 JQ0078;SPC NV C     - 6,374,310.      482,390.      MT  (+/- 180 meters Scaled)
 JQ0078
 JQ0078                          SUPERSEDED SURVEY CONTROL
 JQ0078
 JQ0078  NGVD 29 (??/??/92) 1863.956  (m)         6115.33   (f) ADJ UNCH    1 2
 JQ0078
 JQ0078.Superseded values are not recommended for survey control.
 JQ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0078.See file dsdata.txt to determine how the superseded data were derived.
 JQ0078
 JQ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC116195(NAD 83)
 JQ0078_MARKER: DB = BENCH MARK DISK
 JQ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0078_STAMPING: 6115.431 N 35 1933
 JQ0078_MARK LOGO: CGS   
 JQ0078_PROJECTION: PROJECTING 5 CENTIMETERS
 JQ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0078+STABILITY: SURFACE MOTION
 JQ0078
 JQ0078  HISTORY     - Date     Condition        Report By
 JQ0078  HISTORY     - 1933     MONUMENTED       CGS
 JQ0078  HISTORY     - 1934     GOOD             NGS
 JQ0078  HISTORY     - 1982     GOOD             USGS
 JQ0078  HISTORY     - 1984     GOOD             NGS
 JQ0078
 JQ0078                          STATION DESCRIPTION
 JQ0078
 JQ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JQ0078'12.8 MI W FROM CLARK STATION.
 JQ0078'ABOUT 12.8 MILES WEST ALONG THE 1933 ROUTE OF STATE HIGHWAY 4 FROM
 JQ0078'CLARK STATION, NYE COUNTY, AND ABOUT 55 FEET NORTH OF THE CENTER LINE
 JQ0078'OF THE HIGHWAY.  A STANDARD DISK, STAMPED 6115.431 N 35 1933 AND SET
 JQ0078'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 JQ0078
 JQ0078                          STATION RECOVERY (1934)
 JQ0078
 JQ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JQ0078'RECOVERED IN GOOD CONDITION.
 JQ0078
 JQ0078                          STATION RECOVERY (1982)
 JQ0078
 JQ0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JQ0078'BENCH MARK IS LOCATED ABOUT 21.5 MILES EAST ALONG US HWY 6 FROM US
 JQ0078'POST OFFICE IN TONOPAH. BM IS IN THE BOTTOM OF A DRAW 20 METERS SOUTH
 JQ0078'AND ABOUT 2.8 METERS LOWER THAN ROAD, PROJECTING ABOUT 0.03 METER
 JQ0078'ABOVE GROUND.
 JQ0078
 JQ0078                          STATION RECOVERY (1984)
 JQ0078
 JQ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0078'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 JQ0078'33.4 KM (20.85 MI) EAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH US
 JQ0078'HIGHWAY 95 AT TONOPAH, 0.7 KM (0.45 MI) SOUTHWEST OF MILEPOST 23,
 JQ0078'20.1 METERS (65.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE AND
 JQ0078'16.7 METERS (55 FT) EAST OF THE SOUTHEAST END OF AN 18-INCH CORRUGATED
 JQ0078'METAL PIPE CULVERT.
 JQ0078'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 JQ0078'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1687 ***********************************************************************
 GR1687  DESIGNATION -  N 35
 GR1687  PID         -  GR1687
 GR1687  STATE/COUNTY-  NV/CLARK
 GR1687  USGS QUAD   -  MIDDLE POINT (1983)
 GR1687
 GR1687                         *CURRENT SURVEY CONTROL
 GR1687  ___________________________________________________________________
 GR1687* NAD 83(1994)-  36 11 41.63193(N)    114 26 26.06281(W)     ADJUSTED  
 GR1687* NAVD 88     -       390.6    (meters)    1281.     (feet)  VERTCON   
 GR1687  ___________________________________________________________________
 GR1687  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 GR1687  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 GR1687
 GR1687  HORZ ORDER  -  THIRD
 GR1687
 GR1687.The horizontal coordinates were established by classical geodetic methods
 GR1687.and adjusted by the National Geodetic Survey in June 1998..
 GR1687
 GR1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1687
 GR1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1687
 GR1687.The geoid height was determined by GEOID03.
 GR1687
 GR1687;                    North         East     Units Scale Factor Converg.
 GR1687;SPC NV E     - 8,160,899.608   302,773.166   MT  1.00003010   +0 40 29.6
 GR1687;SPC NV E     -26,774,551.46    993,348.30   sFT  1.00003010   +0 40 29.6
 GR1687;UTM  11      - 4,008,602.327   730,129.500   MT  1.00025258   +1 30 43.5
 GR1687
 GR1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1687!SPC NV E     -   0.99994304  x   1.00003010  =   0.99997314
 GR1687!UTM  11      -   0.99994304  x   1.00025258  =   1.00019561
 GR1687
 GR1687                          SUPERSEDED SURVEY CONTROL
 GR1687
 GR1687  NAD 83(1994)-  36 11 41.63199(N)    114 26 26.06289(W) AD(       ) 3
 GR1687  NAD 83(1992)-  36 11 41.63195(N)    114 26 26.06283(W) AD(       ) 3
 GR1687  NAD 83(1986)-  36 11 41.61961(N)    114 26 26.05579(W) AD(       ) 3
 GR1687  NGVD 29 (06/27/88)  390.0    (m)         1280.     (f) VERT ANG       
 GR1687
 GR1687.Superseded values are not recommended for survey control.
 GR1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1687.See file dsdata.txt to determine how the superseded data were derived.
 GR1687
 GR1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3013008602(NAD 83)
 GR1687_MARKER: DS = TRIANGULATION STATION DISK
 GR1687_SETTING: 80 = SET IN A BOULDER
 GR1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1687+STABILITY: SURFACE MOTION
 GR1687
 GR1687  HISTORY     - Date     Condition        Report By
 GR1687  HISTORY     - 1948     MONUMENTED       USGS
 GR1687
 GR1687                          STATION DESCRIPTION
 GR1687
 GR1687'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1687'NOT OCCUPIED.
 GR1687'
 GR1687'LOCATED ABOUT 5.4 MI SW. OF MIDDLE OF HERON ISLAND.  ON WEST SIDE
 GR1687'OF VIRGIN ARM, AT HIGH WATER MARK AT EAST END OF LONG, LOW,
 GR1687'NARROW RIDGE.
 GR1687'
 GR1687'STATION MARK--STANDARD TABLET STAMPED---N35 1948---, CEMENTED IN
 GR1687'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0254 ***********************************************************************
 JQ0254  DESIGNATION -  N 350
 JQ0254  PID         -  JQ0254
 JQ0254  STATE/COUNTY-  NV/ESMERALDA
 JQ0254  USGS QUAD   -  COALDALE (1980)
 JQ0254
 JQ0254                         *CURRENT SURVEY CONTROL
 JQ0254  ___________________________________________________________________
 JQ0254* NAD 83(1986)-  38 07 12.     (N)    117 55 58.     (W)     SCALED    
 JQ0254* NAVD 88     -      1381.049  (meters)    4530.99   (feet)  ADJUSTED  
 JQ0254  ___________________________________________________________________
 JQ0254  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 JQ0254  DYNAMIC HT  -        1379.590 (meters)    4526.20  (feet)  COMP
 JQ0254  MODELED GRAV-     979,525.0   (mgal)                       NAVD 88
 JQ0254
 JQ0254  VERT ORDER  -  FIRST     CLASS II
 JQ0254
 JQ0254.The horizontal coordinates were scaled from a topographic map and have
 JQ0254.an estimated accuracy of +/- 6 seconds.
 JQ0254
 JQ0254.The orthometric height was determined by differential leveling
 JQ0254.and adjusted by the National Geodetic Survey in June 1991..
 JQ0254
 JQ0254.The geoid height was determined by GEOID03.
 JQ0254
 JQ0254.The dynamic height is computed by dividing the NAVD 88
 JQ0254.geopotential number by the normal gravity value computed on the
 JQ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0254.degrees latitude (g = 980.6199 gals.).
 JQ0254
 JQ0254.The modeled gravity was interpolated from observed gravity values.
 JQ0254
 JQ0254;                    North         East    Units  Estimated Accuracy
 JQ0254;SPC NV W     - 4,374,120.      857,040.      MT  (+/- 180 meters Scaled)
 JQ0254
 JQ0254                          SUPERSEDED SURVEY CONTROL
 JQ0254
 JQ0254  NGVD 29 (??/??/92) 1379.943  (m)         4527.36   (f) ADJ UNCH    1 2
 JQ0254
 JQ0254.Superseded values are not recommended for survey control.
 JQ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0254.See file dsdata.txt to determine how the superseded data were derived.
 JQ0254
 JQ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC182195(NAD 83)
 JQ0254_MARKER: DB = BENCH MARK DISK
 JQ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0254_STAMPING: N 350 1953
 JQ0254_MARK LOGO: CGS   
 JQ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0254+STABILITY: SURFACE MOTION
 JQ0254
 JQ0254  HISTORY     - Date     Condition        Report By
 JQ0254  HISTORY     - 1953     MONUMENTED       CGS
 JQ0254  HISTORY     - 1984     GOOD             NGS
 JQ0254
 JQ0254                          STATION DESCRIPTION
 JQ0254
 JQ0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JQ0254'6.8 MI NW FROM COALDALE.
 JQ0254'6.8 MILES NORTHWEST ALONG U. S. HIGHWAY 95 FROM THE JUNCTION OF U. S.
 JQ0254'HIGHWAY 6 AT COALDALE, 78 1/2 FEET NORTHWEST OF THE CENTER OF A DRAIN
 JQ0254'DITCH, 77.1 FEET NORTHWEST OF THE NORTHWEST END OF THE SOUTHWEST
 JQ0254'WOODEN HEAD WALL OF DOUBLE 9- BY 4-FOOT BOX CULVERT A2600+56, 70.8
 JQ0254'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.3 FEET EAST OF A
 JQ0254'WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 JQ0254'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JQ0254
 JQ0254                          STATION RECOVERY (1984)
 JQ0254
 JQ0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JQ0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0198 ***********************************************************************
 LR0198  DESIGNATION -  N 351
 LR0198  PID         -  LR0198
 LR0198  STATE/COUNTY-  NV/LANDER
 LR0198  USGS QUAD   -  BATEMAN SPRING (1986)
 LR0198
 LR0198                         *CURRENT SURVEY CONTROL
 LR0198  ___________________________________________________________________
 LR0198* NAD 83(1986)-  40 36 27.     (N)    116 52 26.     (W)     SCALED    
 LR0198* NAVD 88     -      1380.172  (meters)    4528.11   (feet)  ADJUSTED  
 LR0198  ___________________________________________________________________
 LR0198  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 LR0198  DYNAMIC HT  -        1379.037 (meters)    4524.39  (feet)  COMP
 LR0198  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 LR0198
 LR0198  VERT ORDER  -  FIRST     CLASS II
 LR0198
 LR0198.The horizontal coordinates were scaled from a topographic map and have
 LR0198.an estimated accuracy of +/- 6 seconds.
 LR0198
 LR0198.The orthometric height was determined by differential leveling
 LR0198.and adjusted by the National Geodetic Survey in June 1991..
 LR0198
 LR0198.The geoid height was determined by GEOID03.
 LR0198
 LR0198.The dynamic height is computed by dividing the NAVD 88
 LR0198.geopotential number by the normal gravity value computed on the
 LR0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0198.degrees latitude (g = 980.6199 gals.).
 LR0198
 LR0198.The modeled gravity was interpolated from observed gravity values.
 LR0198
 LR0198;                    North         East    Units  Estimated Accuracy
 LR0198;SPC NV C     - 6,650,080.      482,460.      MT  (+/- 180 meters Scaled)
 LR0198
 LR0198                          SUPERSEDED SURVEY CONTROL
 LR0198
 LR0198  NGVD 29 (??/??/92) 1379.099  (m)         4524.59   (f) ADJ UNCH    1 2
 LR0198
 LR0198.Superseded values are not recommended for survey control.
 LR0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0198.See file dsdata.txt to determine how the superseded data were derived.
 LR0198
 LR0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE106951(NAD 83)
 LR0198_MARKER: DB = BENCH MARK DISK
 LR0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0198_STAMPING: N 351 1953
 LR0198_MARK LOGO: CGS   
 LR0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0198+STABILITY: SURFACE MOTION
 LR0198
 LR0198  HISTORY     - Date     Condition        Report By
 LR0198  HISTORY     - 1953     MONUMENTED       CGS
 LR0198  HISTORY     - 1984     GOOD             NGS
 LR0198  HISTORY     - 19970311 GOOD             NGS
 LR0198
 LR0198                          STATION DESCRIPTION
 LR0198
 LR0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0198'4.2 MI SE FROM BATTLE MOUNTAIN.
 LR0198'3.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0198'THE STATION AT BATTLE MOUNTAIN, THENCE 0.4 MILE SOUTH ALONG A PAVED
 LR0198'ROAD, AT BATTLE MOUNTAIN CAA INTERMEDIATE FIELD, 91.9 FEET SOUTHWEST
 LR0198'OF THE SOUTHWEST CORNER OF THE COMMUNICATIONS BUILDING, 56 1/2 FEET
 LR0198'WEST OF THE CENTER LINE OF THE ROAD, 5.0 FEET NORTHEAST OF THE
 LR0198'SOUTHEAST CORNER OF THE HANGAR, 2.8 FEET EAST OF THE EAST WALL OF THE
 LR0198'HANGAR, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 LR0198'ABOVE THE GROUND.
 LR0198
 LR0198                          STATION RECOVERY (1984)
 LR0198
 LR0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0198'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 LR0198
 LR0198                          STATION RECOVERY (1997)
 LR0198
 LR0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (DW)
 LR0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0014 ***********************************************************************
 LR0014  DESIGNATION -  N 352
 LR0014  PID         -  LR0014
 LR0014  STATE/COUNTY-  NV/EUREKA
 LR0014  USGS QUAD   -  BEOWAWE (1986)
 LR0014
 LR0014                         *CURRENT SURVEY CONTROL
 LR0014  ___________________________________________________________________
 LR0014* NAD 83(1986)-  40 34 19.     (N)    116 22 50.     (W)     SCALED    
 LR0014* NAVD 88     -      1445.107  (meters)    4741.16   (feet)  ADJUSTED  
 LR0014  ___________________________________________________________________
 LR0014  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 LR0014  DYNAMIC HT  -        1443.925 (meters)    4737.28  (feet)  COMP
 LR0014  MODELED GRAV-     979,756.4   (mgal)                       NAVD 88
 LR0014
 LR0014  VERT ORDER  -  FIRST     CLASS II
 LR0014
 LR0014.The horizontal coordinates were scaled from a topographic map and have
 LR0014.an estimated accuracy of +/- 6 seconds.
 LR0014
 LR0014.The orthometric height was determined by differential leveling
 LR0014.and adjusted by the National Geodetic Survey in June 1991..
 LR0014
 LR0014.The geoid height was determined by GEOID03.
 LR0014
 LR0014.The dynamic height is computed by dividing the NAVD 88
 LR0014.geopotential number by the normal gravity value computed on the
 LR0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0014.degrees latitude (g = 980.6199 gals.).
 LR0014
 LR0014.The modeled gravity was interpolated from observed gravity values.
 LR0014
 LR0014;                    North         East    Units  Estimated Accuracy
 LR0014;SPC NV E     - 8,646,420.      132,500.      MT  (+/- 180 meters Scaled)
 LR0014
 LR0014                          SUPERSEDED SURVEY CONTROL
 LR0014
 LR0014  NGVD 29 (??/??/92) 1444.030  (m)         4737.62   (f) ADJ UNCH    1 2
 LR0014
 LR0014.Superseded values are not recommended for survey control.
 LR0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0014.See file dsdata.txt to determine how the superseded data were derived.
 LR0014
 LR0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE524914(NAD 83)
 LR0014_MARKER: DB = BENCH MARK DISK
 LR0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LR0014_SP_SET: CULVERT
 LR0014_STAMPING: N 352 1953
 LR0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0014
 LR0014  HISTORY     - Date     Condition        Report By
 LR0014  HISTORY     - 1953     MONUMENTED       CGS
 LR0014
 LR0014                          STATION DESCRIPTION
 LR0014
 LR0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LR0014'5.7 MI E FROM BEOWAWE.
 LR0014'5.7 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LR0014'STATION AT BEOWAWE, 0.1 MILE (4 POLES) WEST OF MILEPOLE 514, AT
 LR0014'WESTERN PACIFIC RAILROAD 36-INCH CORRUGATED METAL PIPE CULVERT 624.24,
 LR0014'IN THE TOP OF THE SOUTH CONCRETE HEAD WALL, 133.7 FEET NORTH OF THE
 LR0014'NORTH RAIL OF THE SOUTHERN PACIFIC COMPANY TRACK, 12.4 FEET SOUTH OF
 LR0014'THE SOUTH RAIL OF THE WESTERN PACIFIC TRACK, 1.0 FOOT WEST OF THE EAST
 LR0014'END OF THE HEAD WALL, AND ABOUT 5 FEET LOWER THAN THE WESTERN PACIFIC
 LR0014'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0038 ***********************************************************************
 LR0038  DESIGNATION -  N 353
 LR0038  PID         -  LR0038
 LR0038  STATE/COUNTY-  NV/ELKO
 LR0038  USGS QUAD   -  CARLIN EAST (1985)
 LR0038
 LR0038                         *CURRENT SURVEY CONTROL
 LR0038  ___________________________________________________________________
 LR0038* NAD 83(1986)-  40 43 08.     (N)    116 05 38.     (W)     SCALED    
 LR0038* NAVD 88     -      1497.064  (meters)    4911.62   (feet)  ADJUSTED  
 LR0038  ___________________________________________________________________
 LR0038  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 LR0038  DYNAMIC HT  -        1495.850 (meters)    4907.63  (feet)  COMP
 LR0038  MODELED GRAV-     979,760.8   (mgal)                       NAVD 88
 LR0038
 LR0038  VERT ORDER  -  FIRST     CLASS II
 LR0038
 LR0038.The horizontal coordinates were scaled from a topographic map and have
 LR0038.an estimated accuracy of +/- 6 seconds.
 LR0038
 LR0038.The orthometric height was determined by differential leveling
 LR0038.and adjusted by the National Geodetic Survey in June 1991..
 LR0038
 LR0038.The geoid height was determined by GEOID03.
 LR0038
 LR0038.The dynamic height is computed by dividing the NAVD 88
 LR0038.geopotential number by the normal gravity value computed on the
 LR0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0038.degrees latitude (g = 980.6199 gals.).
 LR0038
 LR0038.The modeled gravity was interpolated from observed gravity values.
 LR0038
 LR0038;                    North         East    Units  Estimated Accuracy
 LR0038;SPC NV E     - 8,662,560.      156,870.      MT  (+/- 180 meters Scaled)
 LR0038
 LR0038                          SUPERSEDED SURVEY CONTROL
 LR0038
 LR0038  NGVD 29 (??/??/92) 1495.984  (m)         4908.07   (f) ADJ UNCH    1 2
 LR0038
 LR0038.Superseded values are not recommended for survey control.
 LR0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0038.See file dsdata.txt to determine how the superseded data were derived.
 LR0038
 LR0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF765079(NAD 83)
 LR0038_MARKER: DB = BENCH MARK DISK
 LR0038_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LR0038_STAMPING: N 353 1953
 LR0038_MARK LOGO: CGS   
 LR0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0038
 LR0038  HISTORY     - Date     Condition        Report By
 LR0038  HISTORY     - 1953     MONUMENTED       CGS
 LR0038  HISTORY     - 1958     GOOD             NGS
 LR0038  HISTORY     - 1984     GOOD             NGS
 LR0038
 LR0038                          STATION DESCRIPTION
 LR0038
 LR0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LR0038'0.9 MI E FROM CARLIN.
 LR0038'BATTLE MOUNTAIN TO 9.7 MILES NORTHEAST OF MONTELLO, NEVADA, ONLY DESC.
 LR0038'AVAIL.
 LR0038
 LR0038                          STATION RECOVERY (1984)
 LR0038
 LR0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0038'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.4 KM
 LR0038'(0.9 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE HIGH SCHOOL AT
 LR0038'CARLIN, THENCE 0.15 KM (0.1 MI) SOUTH ACROSS COUNTRY, IN TOP OF AND
 LR0038'0.3 METER (1 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 LR0038'ABUTMENT FOR THE SOUTHERN PACIFIC RAILROAD BRIDGE OVER MAGGIE CREEK,
 LR0038'3.2 METERS (10.5 FT) NORTHWEST OF THE NORTHWEST RAIL.
 LR0038'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0465 ***********************************************************************
 LQ0465  DESIGNATION -  N 354
 LQ0465  PID         -  LQ0465
 LQ0465  STATE/COUNTY-  NV/ELKO
 LQ0465  USGS QUAD   -  RYNDON (1982)
 LQ0465
 LQ0465                         *CURRENT SURVEY CONTROL
 LQ0465  ___________________________________________________________________
 LQ0465* NAD 83(1986)-  40 55 55.     (N)    115 33 47.     (W)     SCALED    
 LQ0465* NAVD 88     -      1579.533  (meters)    5182.18   (feet)  ADJUSTED  
 LQ0465  ___________________________________________________________________
 LQ0465  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 LQ0465  DYNAMIC HT  -        1578.233 (meters)    5177.92  (feet)  COMP
 LQ0465  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 LQ0465
 LQ0465  VERT ORDER  -  FIRST     CLASS II
 LQ0465
 LQ0465.The horizontal coordinates were scaled from a topographic map and have
 LQ0465.an estimated accuracy of +/- 6 seconds.
 LQ0465
 LQ0465.The orthometric height was determined by differential leveling
 LQ0465.and adjusted by the National Geodetic Survey in June 1991..
 LQ0465
 LQ0465.The geoid height was determined by GEOID03.
 LQ0465
 LQ0465.The dynamic height is computed by dividing the NAVD 88
 LQ0465.geopotential number by the normal gravity value computed on the
 LQ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0465.degrees latitude (g = 980.6199 gals.).
 LQ0465
 LQ0465.The modeled gravity was interpolated from observed gravity values.
 LQ0465
 LQ0465;                    North         East    Units  Estimated Accuracy
 LQ0465;SPC NV E     - 8,686,090.      201,710.      MT  (+/- 180 meters Scaled)
 LQ0465
 LQ0465                          SUPERSEDED SURVEY CONTROL
 LQ0465
 LQ0465  NGVD 29 (??/??/92) 1578.390  (m)         5178.43   (f) ADJ UNCH    1 2
 LQ0465
 LQ0465.Superseded values are not recommended for survey control.
 LQ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0465.See file dsdata.txt to determine how the superseded data were derived.
 LQ0465
 LQ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF209321(NAD 83)
 LQ0465_MARKER: DB = BENCH MARK DISK
 LQ0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0465_SP_SET: ABUTMENT
 LQ0465_STAMPING: N 354 1953
 LQ0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0465
 LQ0465  HISTORY     - Date     Condition        Report By
 LQ0465  HISTORY     - 1953     MONUMENTED       CGS
 LQ0465
 LQ0465                          STATION DESCRIPTION
 LQ0465
 LQ0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 LQ0465'6.4 MI W FROM HALLECK.
 LQ0465'6.4 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LQ0465'STATION AT HALLECK, 2 1/2 RAILS SOUTHEAST OF SEMAPHORE 5704, AT STEEL
 LQ0465'BRIDGE 28 OVER HUMBOLDT RIVER, IN THE TOP OF THE SOUTHWEST END OF THE
 LQ0465'NORTHWEST CONCRETE ABUTMENT, 6.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 LQ0465'AND ABOUT 2 1/2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0428 ***********************************************************************
 MT0428  DESIGNATION -  N 355
 MT0428  PID         -  MT0428
 MT0428  STATE/COUNTY-  NV/ELKO
 MT0428  USGS QUAD   -  METROPOLIS (1967)
 MT0428
 MT0428                         *CURRENT SURVEY CONTROL
 MT0428  ___________________________________________________________________
 MT0428* NAD 83(1986)-  41 08 08.     (N)    115 04 38.     (W)     SCALED    
 MT0428* NAVD 88     -      1691.582  (meters)    5549.80   (feet)  ADJUSTED  
 MT0428  ___________________________________________________________________
 MT0428  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 MT0428  DYNAMIC HT  -        1690.169 (meters)    5545.16  (feet)  COMP
 MT0428  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 MT0428
 MT0428  VERT ORDER  -  FIRST     CLASS II
 MT0428
 MT0428.The horizontal coordinates were scaled from a topographic map and have
 MT0428.an estimated accuracy of +/- 6 seconds.
 MT0428
 MT0428.The orthometric height was determined by differential leveling
 MT0428.and adjusted by the National Geodetic Survey in June 1991..
 MT0428
 MT0428.The geoid height was determined by GEOID03.
 MT0428
 MT0428.The dynamic height is computed by dividing the NAVD 88
 MT0428.geopotential number by the normal gravity value computed on the
 MT0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0428.degrees latitude (g = 980.6199 gals.).
 MT0428
 MT0428.The modeled gravity was interpolated from observed gravity values.
 MT0428
 MT0428;                    North         East    Units  Estimated Accuracy
 MT0428;SPC NV E     - 8,708,820.      242,490.      MT  (+/- 180 meters Scaled)
 MT0428
 MT0428                          SUPERSEDED SURVEY CONTROL
 MT0428
 MT0428  NGVD 29 (??/??/92) 1690.405  (m)         5545.94   (f) ADJ UNCH    1 2
 MT0428
 MT0428.Superseded values are not recommended for survey control.
 MT0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0428.See file dsdata.txt to determine how the superseded data were derived.
 MT0428
 MT0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF613555(NAD 83)
 MT0428_MARKER: DB = BENCH MARK DISK
 MT0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0428_STAMPING: N 355 1953
 MT0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0428+STABILITY: SURFACE MOTION
 MT0428
 MT0428  HISTORY     - Date     Condition        Report By
 MT0428  HISTORY     - 1953     MONUMENTED       CGS
 MT0428
 MT0428                          STATION DESCRIPTION
 MT0428
 MT0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 MT0428'6.3 MI W FROM WELLS.
 MT0428'6.3 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 MT0428'STATION AT WELLS, 3-2/3 POLES EAST OF MILEPOLE 601, 33 FEET SOUTHWEST
 MT0428'OF THE FIRST POLE EAST OF WESTERN PACIFIC MILEPOLE 711, 98.2 FEET
 MT0428'SOUTH OF THE SOUTH RAIL OF THE WESTERN PACIFIC TRACK, 3.8 FEET NORTH
 MT0428'OF A FENCE, 1.9 FEET WEST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN
 MT0428'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MT0428'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0960 ***********************************************************************
 KR0960  DESIGNATION -  N 357 RESET
 KR0960  PID         -  KR0960
 KR0960  STATE/COUNTY-  NV/WASHOE
 KR0960  USGS QUAD   -  CARSON CITY (1994)
 KR0960
 KR0960                         *CURRENT SURVEY CONTROL
 KR0960  ___________________________________________________________________
 KR0960* NAD 83(1986)-  39 13 21.     (N)    119 48 33.     (W)     SCALED    
 KR0960* NAVD 88     -      1539.67   (+/-2cm)    5051.4    (feet)  VERTCON   
 KR0960  ___________________________________________________________________
 KR0960  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 KR0960
 KR0960  VERT ORDER  -  THIRD (See Below)
 KR0960
 KR0960.The horizontal coordinates were scaled from a topographic map and have
 KR0960.an estimated accuracy of +/- 6 seconds.
 KR0960
 KR0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0960.The vertical order pertains to the NGVD 29 superseded value.
 KR0960
 KR0960.The geoid height was determined by GEOID03.
 KR0960
 KR0960;                    North         East    Units  Estimated Accuracy
 KR0960;SPC NV W     - 4,497,010.      694,150.      MT  (+/- 180 meters Scaled)
 KR0960
 KR0960                          SUPERSEDED SURVEY CONTROL
 KR0960
 KR0960  NGVD 29 (07/31/00) 1538.52   (m)         5047.6    (f) RESET       3  
 KR0960
 KR0960.Superseded values are not recommended for survey control.
 KR0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0960.See file dsdata.txt to determine how the superseded data were derived.
 KR0960
 KR0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD574452(NAD 83)
 KR0960_MARKER: DD = SURVEY DISK
 KR0960_SETTING: 0 = UNSPECIFIED SETTING
 KR0960_STAMPING: N 357 RESET 1962
 KR0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0960
 KR0960  HISTORY     - Date     Condition        Report By
 KR0960  HISTORY     - 1962     MONUMENTED       NVDH
 KR0960  HISTORY     - 1967     GOOD             NVDH
 KR0960  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR0960
 KR0960                          STATION DESCRIPTION
 KR0960
 KR0960'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1967
 KR0960'5.5 MI N FROM CARSON CITY.
 KR0960'ABOUT 5.5 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 KR0960'CARSON CITY, AT A STEEL GATE OF ACCESS ROAD ON THE WEST SIDE OF
 KR0960'HIGHWAY, 4 FEET NORTH OF NORTH GATE POST, 2 FEET EAST OF FENCE LINE,
 KR0960'1.5 FEET WEST OF A STEEL WITNESS POST, SET IN THE TOP OF CONCRETE.
 KR0960
 KR0960                          STATION RECOVERY (2003)
 KR0960
 KR0960'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0960'GATE GONE, NO WITNESS POST, ROAD CHANGED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0734 ***********************************************************************
 KR0734  DESIGNATION -  N 358
 KR0734  PID         -  KR0734
 KR0734  STATE/COUNTY-  NV/LYON
 KR0734  USGS QUAD   -  MISFITS FLAT (1985)
 KR0734
 KR0734                         *CURRENT SURVEY CONTROL
 KR0734  ___________________________________________________________________
 KR0734* NAD 83(1986)-  39 17 19.     (N)    119 27 59.     (W)     SCALED    
 KR0734* NAVD 88     -      1307.11   (+/-2cm)    4288.4    (feet)  VERTCON   
 KR0734  ___________________________________________________________________
 KR0734  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KR0734
 KR0734  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0734
 KR0734.The horizontal coordinates were scaled from a topographic map and have
 KR0734.an estimated accuracy of +/- 6 seconds.
 KR0734
 KR0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0734.The vertical order pertains to the NGVD 29 superseded value.
 KR0734
 KR0734.The geoid height was determined by GEOID03.
 KR0734
 KR0734;                    North         East    Units  Estimated Accuracy
 KR0734;SPC NV W     - 4,504,010.      723,820.      MT  (+/- 180 meters Scaled)
 KR0734
 KR0734                          SUPERSEDED SURVEY CONTROL
 KR0734
 KR0734  NGVD 29 (??/??/92) 1306.060  (m)         4284.97   (f) ADJ UNCH    1 2
 KR0734
 KR0734.Superseded values are not recommended for survey control.
 KR0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0734.See file dsdata.txt to determine how the superseded data were derived.
 KR0734
 KR0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD872517(NAD 83)
 KR0734_MARKER: DB = BENCH MARK DISK
 KR0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0734_STAMPING: N 358 1953
 KR0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0734+STABILITY: SURFACE MOTION
 KR0734
 KR0734  HISTORY     - Date     Condition        Report By
 KR0734  HISTORY     - 1953     MONUMENTED       CGS
 KR0734
 KR0734                          STATION DESCRIPTION
 KR0734
 KR0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0734'8.5 MI NE FROM DAYTON.
 KR0734'1.6 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT DAYTON,
 KR0734'THENCE 6.9 MILES NORTHEAST ALONG THE ABANDONED SOUTHERN PACIFIC
 KR0734'COMPANY RAILROAD BED, ABOUT 145 YARDS EAST OF A DEEP WASH AND THE
 KR0734'REMAINS OF THE PILING OF A BRIDGE, 112 1/2 FEET NORTHWEST OF AND
 KR0734'ACROSS THE RAILROAD BED FROM TELEPHONE POLE 200E-4, 22 1/2 FEET NORTH
 KR0734'OF THE CENTER LINE OF THE RAILROAD BED, 1.5 FEET SOUTH OF A FENCE, 2.4
 KR0734'FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE RAILROAD BED,
 KR0734'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 KR0734'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0255 ***********************************************************************
 JR0255  DESIGNATION -  N 359
 JR0255  PID         -  JR0255
 JR0255  STATE/COUNTY-  NV/MINERAL
 JR0255  USGS QUAD   -  BELLEVILLE (1982)
 JR0255
 JR0255                         *CURRENT SURVEY CONTROL
 JR0255  ___________________________________________________________________
 JR0255* NAD 83(1986)-  38 14 06.     (N)    118 10 12.     (W)     SCALED    
 JR0255* NAVD 88     -      1539.38   (+/-2cm)    5050.4    (feet)  VERTCON   
 JR0255  ___________________________________________________________________
 JR0255  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 JR0255
 JR0255  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0255
 JR0255.The horizontal coordinates were scaled from a topographic map and have
 JR0255.an estimated accuracy of +/- 6 seconds.
 JR0255
 JR0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0255.The vertical order pertains to the NGVD 29 superseded value.
 JR0255
 JR0255.The geoid height was determined by GEOID03.
 JR0255
 JR0255;                    North         East    Units  Estimated Accuracy
 JR0255;SPC NV W     - 4,386,770.      836,180.      MT  (+/- 180 meters Scaled)
 JR0255
 JR0255                          SUPERSEDED SURVEY CONTROL
 JR0255
 JR0255  NGVD 29 (??/??/92) 1538.205  (m)         5046.59   (f) ADJ UNCH    1 2
 JR0255
 JR0255.Superseded values are not recommended for survey control.
 JR0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0255.See file dsdata.txt to determine how the superseded data were derived.
 JR0255
 JR0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC976325(NAD 83)
 JR0255_MARKER: DB = BENCH MARK DISK
 JR0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0255_STAMPING: N 359 1953
 JR0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0255+STABILITY: SURFACE MOTION
 JR0255
 JR0255  HISTORY     - Date     Condition        Report By
 JR0255  HISTORY     - 1953     MONUMENTED       CGS
 JR0255  HISTORY     - 1967     MARK NOT FOUND   NGS
 JR0255  HISTORY     - 1986     MARK NOT FOUND   NGS
 JR0255
 JR0255                          STATION DESCRIPTION
 JR0255
 JR0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0255'14.4 MI S FROM MINA.
 JR0255'9.4 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE SOUTHERN PACIFIC
 JR0255'COMPANY RAILROAD STATION AT MINA, THENCE 5.0 MILES SOUTHWEST
 JR0255'ALONG A GRAVELED ROAD ON AN ABANDONED SOUTHERN PACIFIC COMPANY
 JR0255'RAILROAD BED, 44 FEET NORTH OF THE CENTER OF A LARGE WASH,
 JR0255'32 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.3 FEET WEST
 JR0255'OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND
 JR0255'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 JR0255'THE GROUND.
 JR0255
 JR0255                          STATION RECOVERY (1967)
 JR0255
 JR0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JR0255'MARK NOT FOUND.
 JR0255
 JR0255                          STATION RECOVERY (1986)
 JR0255
 JR0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0255'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0033 ***********************************************************************
 KP0033  DESIGNATION -  N 36
 KP0033  PID         -  KP0033
 KP0033  STATE/COUNTY-  NV/WHITE PINE
 KP0033  USGS QUAD   -  SOUTH BASTIAN SPRING (1986)
 KP0033
 KP0033                         *CURRENT SURVEY CONTROL
 KP0033  ___________________________________________________________________
 KP0033* NAD 83(1986)-  39 09 39.     (N)    114 24 34.     (W)     SCALED    
 KP0033* NAVD 88     -      1784.972  (meters)    5856.20   (feet)  ADJUSTED  
 KP0033  ___________________________________________________________________
 KP0033  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 KP0033  DYNAMIC HT  -        1783.108 (meters)    5850.08  (feet)  COMP
 KP0033  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 KP0033
 KP0033  VERT ORDER  -  FIRST     CLASS II
 KP0033
 KP0033.The horizontal coordinates were scaled from a topographic map and have
 KP0033.an estimated accuracy of +/- 6 seconds.
 KP0033
 KP0033.The orthometric height was determined by differential leveling
 KP0033.and adjusted by the National Geodetic Survey in June 1991..
 KP0033
 KP0033.The geoid height was determined by GEOID03.
 KP0033
 KP0033.The dynamic height is computed by dividing the NAVD 88
 KP0033.geopotential number by the normal gravity value computed on the
 KP0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0033.degrees latitude (g = 980.6199 gals.).
 KP0033
 KP0033.The modeled gravity was interpolated from observed gravity values.
 KP0033
 KP0033;                    North         East    Units  Estimated Accuracy
 KP0033;SPC NV E     - 8,490,110.      301,450.      MT  (+/- 180 meters Scaled)
 KP0033
 KP0033                          SUPERSEDED SURVEY CONTROL
 KP0033
 KP0033  NGVD 29 (??/??/92) 1783.781  (m)         5852.29   (f) ADJ UNCH    1 2
 KP0033
 KP0033.Superseded values are not recommended for survey control.
 KP0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0033.See file dsdata.txt to determine how the superseded data were derived.
 KP0033
 KP0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD238378(NAD 83)
 KP0033_MARKER: DB = BENCH MARK DISK
 KP0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0033_STAMPING: N 36 1934
 KP0033_MARK LOGO: CGS   
 KP0033_PROJECTION: PROJECTING 12 CENTIMETERS
 KP0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0033+STABILITY: SURFACE MOTION
 KP0033
 KP0033  HISTORY     - Date     Condition        Report By
 KP0033  HISTORY     - 1934     MONUMENTED       CGS
 KP0033  HISTORY     - 1957     GOOD             NGS
 KP0033  HISTORY     - 1984     GOOD             NGS
 KP0033
 KP0033                          STATION DESCRIPTION
 KP0033
 KP0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KP0033'21.5 MI NW FROM BAKER.
 KP0033'21.5 MILES NORTHWEST ALONG STATE HIGHWAY 73 AND U.S. HIGHWAY 6 FROM
 KP0033'THE GARAGE AT BAKER, 290 FEET SOUTH OF A DRY WASH, AT THE CENTER OF A
 KP0033'SHARP CURVE TO THE SOUTH, AND 52 FEET NORTH OF THE CENTERLINE OF THE
 KP0033'HIGHWAY.  A STANDARD DISK, STAMPED N 36 1934 AND SET IN THE TOP OF A
 KP0033'CONCRETE POST.  NOTE-- THIS MARK IS ALONG THE OLD HIGHWAY.  A NEW
 KP0033'HIGHWAY HAS BEEN BUILT IN THE AREA.
 KP0033
 KP0033                          STATION RECOVERY (1984)
 KP0033
 KP0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0033'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.7 KM
 KP0033'(5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0033'OFFICE AT BAKER, THENCE 25.85 KM (16.15 MI) WEST ALONG US HIGHWAYS 6
 KP0033'AND 50, 0.4 KM (0.25 MI) NORTHEAST OF MILEPOST 79, 77.1 METERS
 KP0033'(253 FT) NORTHWEST OF THE HIGHWAY CENTERLINE AND 14.9 METERS (49 FT)
 KP0033'NORTHWEST OF THE CENTER OF THE OLD HIGHWAY.
 KP0033'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 KP0033'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1688 ***********************************************************************
 GR1688  DESIGNATION -  N 36
 GR1688  PID         -  GR1688
 GR1688  STATE/COUNTY-  NV/CLARK
 GR1688  USGS QUAD   -  MIDDLE POINT (1983)
 GR1688
 GR1688                         *CURRENT SURVEY CONTROL
 GR1688  ___________________________________________________________________
 GR1688* NAD 83(1994)-  36 10 57.56695(N)    114 22 58.33263(W)     ADJUSTED  
 GR1688* NAVD 88     -       393.6    (meters)    1291.     (feet)  VERTCON   
 GR1688  ___________________________________________________________________
 GR1688  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 GR1688  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 GR1688
 GR1688  HORZ ORDER  -  THIRD
 GR1688
 GR1688.The horizontal coordinates were established by classical geodetic methods
 GR1688.and adjusted by the National Geodetic Survey in June 1998..
 GR1688
 GR1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1688
 GR1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1688
 GR1688.The geoid height was determined by GEOID03.
 GR1688
 GR1688;                    North         East     Units Scale Factor Converg.
 GR1688;SPC NV E     - 8,159,604.119   307,979.651   MT  1.00004362   +0 42 31.6
 GR1688;SPC NV E     -26,770,301.18  1,010,429.90   sFT  1.00004362   +0 42 31.6
 GR1688;SPC AZ W     -   574,983.438   156,433.409   MT  0.99997325   -0 22 25.1
 GR1688;SPC AZ W     - 1,886,428.60    513,232.97   iFT  0.99997325   -0 22 25.1
 GR1688;UTM  11      - 4,007,382.759   735,355.561   MT  1.00028256   +1 32 44.7
 GR1688
 GR1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1688!SPC NV E     -   0.99994256  x   1.00004362  =   0.99998618
 GR1688!SPC AZ W     -   0.99994256  x   0.99997325  =   0.99991581
 GR1688!UTM  11      -   0.99994256  x   1.00028256  =   1.00022510
 GR1688
 GR1688:                Primary Azimuth Mark                     Grid Az
 GR1688:SPC NV E     -  N 36 A                                   354 46 22.4
 GR1688:SPC AZ W     -  N 36 A                                   355 51 19.1
 GR1688:UTM  11      -  N 36 A                                   353 56 09.3
 GR1688
 GR1688|---------------------------------------------------------------------|
 GR1688| PID    Reference Object                     Distance      Geod. Az  |
 GR1688|                                                           dddmmss.s |
 GR1688| GR1689 N 36 A                              APPROX. 1.9 KM 3552854.0 |
 GR1688|---------------------------------------------------------------------|
 GR1688
 GR1688                          SUPERSEDED SURVEY CONTROL
 GR1688
 GR1688  NAD 83(1994)-  36 10 57.56698(N)    114 22 58.33262(W) AD(       ) 3
 GR1688  NAD 83(1992)-  36 10 57.56696(N)    114 22 58.33264(W) AD(       ) 3
 GR1688  NAD 83(1986)-  36 10 57.55454(N)    114 22 58.32606(W) AD(       ) 3
 GR1688  NGVD 29 (06/27/88)  393.0    (m)         1289.     (f) VERT ANG       
 GR1688
 GR1688.Superseded values are not recommended for survey control.
 GR1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1688.See file dsdata.txt to determine how the superseded data were derived.
 GR1688
 GR1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3535607383(NAD 83)
 GR1688_MARKER: DS = TRIANGULATION STATION DISK
 GR1688_SETTING: 80 = SET IN A BOULDER
 GR1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1688+STABILITY: SURFACE MOTION
 GR1688
 GR1688  HISTORY     - Date     Condition        Report By
 GR1688  HISTORY     - 1948     MONUMENTED       USGS
 GR1688
 GR1688                          STATION DESCRIPTION
 GR1688
 GR1688'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1688'LOCATED ABOUT 3.3 MI N. OF N.P.S. LIGHT BASE ON EAST POINT.  ABOUT
 GR1688'500 FT. NE. OF HIGH WATER MARK AT SOUTHWEST END OF RIDGE, ABOUT
 GR1688'25 FT. ABOVE HIGH WATER MARK.
 GR1688'
 GR1688'TO REACH NOT GIVEN.
 GR1688'
 GR1688'STATION MARK--STANDARD TABLET STAMPED---N 1948---, CEMENTED IN TOP
 GR1688'OF BOULDER IN PLACE.
 GR1688'
 GR1688'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1689 ***********************************************************************
 GR1689  DESIGNATION -  N 36 A
 GR1689  PID         -  GR1689
 GR1689  STATE/COUNTY-  NV/CLARK
 GR1689  USGS QUAD   -  MIDDLE POINT (1983)
 GR1689
 GR1689                         *CURRENT SURVEY CONTROL
 GR1689  ___________________________________________________________________
 GR1689* NAD 83(1994)-  36 11 58.97963(N)    114 23 04.32045(W)     ADJUSTED  
 GR1689* NAVD 88     -       377.6    (meters)    1239.     (feet)  VERTCON   
 GR1689  ___________________________________________________________________
 GR1689  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 GR1689  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 GR1689
 GR1689  HORZ ORDER  -  THIRD
 GR1689
 GR1689.The horizontal coordinates were established by classical geodetic methods
 GR1689.and adjusted by the National Geodetic Survey in June 1998..
 GR1689
 GR1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1689
 GR1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1689
 GR1689.The geoid height was determined by GEOID03.
 GR1689
 GR1689;                    North         East     Units Scale Factor Converg.
 GR1689;SPC NV E     - 8,161,495.125   307,806.646   MT  1.00004316   +0 42 29.1
 GR1689;SPC NV E     -26,776,505.26  1,009,862.30   sFT  1.00004316   +0 42 29.1
 GR1689;SPC AZ W     -   576,877.243   156,296.174   MT  0.99997344   -0 22 29.2
 GR1689;SPC AZ W     - 1,892,641.87    512,782.72   iFT  0.99997344   -0 22 29.2
 GR1689;UTM  11      - 4,009,271.486   735,154.898   MT  1.00028139   +1 32 43.5
 GR1689
 GR1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1689!SPC NV E     -   0.99994507  x   1.00004316  =   0.99998822
 GR1689!SPC AZ W     -   0.99994507  x   0.99997344  =   0.99991851
 GR1689!UTM  11      -   0.99994507  x   1.00028139  =   1.00022644
 GR1689
 GR1689:                Primary Azimuth Mark                     Grid Az
 GR1689:SPC NV E     -  N 40                                     002 04 52.5
 GR1689:SPC AZ W     -  N 40                                     003 09 50.8
 GR1689:UTM  11      -  N 40                                     001 14 38.1
 GR1689
 GR1689|---------------------------------------------------------------------|
 GR1689| PID    Reference Object                     Distance      Geod. Az  |
 GR1689|                                                           dddmmss.s |
 GR1689| GR1696 N 40                                APPROX. 3.1 KM 0024721.6 |
 GR1689|---------------------------------------------------------------------|
 GR1689
 GR1689                          SUPERSEDED SURVEY CONTROL
 GR1689
 GR1689  NAD 83(1994)-  36 11 58.97969(N)    114 23 04.32044(W) AD(       ) 3
 GR1689  NAD 83(1992)-  36 11 58.97964(N)    114 23 04.32046(W) AD(       ) 3
 GR1689  NAD 83(1986)-  36 11 58.96694(N)    114 23 04.31372(W) AD(       ) 3
 GR1689  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GR1689
 GR1689.Superseded values are not recommended for survey control.
 GR1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1689.See file dsdata.txt to determine how the superseded data were derived.
 GR1689
 GR1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3515509271(NAD 83)
 GR1689_MARKER: DS = TRIANGULATION STATION DISK
 GR1689_SETTING: 80 = SET IN A BOULDER
 GR1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1689+STABILITY: SURFACE MOTION
 GR1689
 GR1689  HISTORY     - Date     Condition        Report By
 GR1689  HISTORY     - 1948     MONUMENTED       USGS
 GR1689
 GR1689                          STATION DESCRIPTION
 GR1689
 GR1689'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1689'LOCATED ABOUT 4.5 MI S. OF MIDDLE OF HERON ISLAND.  ON EAST SIDE
 GR1689'OF VIRGIN ARM, AT JCT. OF THREE SMALL RIDGES, ABOUT 0.5 E. OF
 GR1689'WEST END OF MAIN RIDGE, ABOUT 75 FT. ABOVE HIGH WATER MARK.
 GR1689'
 GR1689'TO REACH NOT GIVEN.
 GR1689'
 GR1689'STATION MARK--STANDARD TABLET STAMPED---N36A 1948---, CEMENTED IN
 GR1689'TOP OF ROCK SET IN PLACE.
 GR1689'
 GR1689'RMS--NONE SET.
 GR1689'
 GR1689'NOTE--FAIRCHILD STATION DESIGNATED AS V2, 1.68 FT. N. OF
 GR1689'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0261 ***********************************************************************
 JR0261  DESIGNATION -  N 360
 JR0261  PID         -  JR0261
 JR0261  STATE/COUNTY-  NV/MINERAL
 JR0261  USGS QUAD   -  BELLEVILLE (1982)
 JR0261
 JR0261                         *CURRENT SURVEY CONTROL
 JR0261  ___________________________________________________________________
 JR0261* NAD 83(1986)-  38 10 50.     (N)    118 10 55.     (W)     SCALED    
 JR0261* NAVD 88     -      1650.336  (meters)    5414.48   (feet)  ADJUSTED  
 JR0261  ___________________________________________________________________
 JR0261  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 JR0261  DYNAMIC HT  -        1648.545 (meters)    5408.60  (feet)  COMP
 JR0261  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 JR0261
 JR0261  VERT ORDER  -  FIRST     CLASS II
 JR0261
 JR0261.The horizontal coordinates were scaled from a topographic map and have
 JR0261.an estimated accuracy of +/- 6 seconds.
 JR0261
 JR0261.The orthometric height was determined by differential leveling
 JR0261.and adjusted by the National Geodetic Survey in June 1991..
 JR0261
 JR0261.The geoid height was determined by GEOID03.
 JR0261
 JR0261.The dynamic height is computed by dividing the NAVD 88
 JR0261.geopotential number by the normal gravity value computed on the
 JR0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0261.degrees latitude (g = 980.6199 gals.).
 JR0261
 JR0261.The modeled gravity was interpolated from observed gravity values.
 JR0261
 JR0261;                    North         East    Units  Estimated Accuracy
 JR0261;SPC NV W     - 4,380,720.      835,170.      MT  (+/- 180 meters Scaled)
 JR0261
 JR0261                          SUPERSEDED SURVEY CONTROL
 JR0261
 JR0261  NGVD 29 (??/??/92) 1649.119  (m)         5410.48   (f) ADJ UNCH    1 2
 JR0261
 JR0261.Superseded values are not recommended for survey control.
 JR0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0261.See file dsdata.txt to determine how the superseded data were derived.
 JR0261
 JR0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC964265(NAD 83)
 JR0261_MARKER: DB = BENCH MARK DISK
 JR0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0261_SP_SET: CONCRETE POST
 JR0261_STAMPING: N 360 1953
 JR0261_MARK LOGO: CGS   
 JR0261_PROJECTION: PROJECTING 10 CENTIMETERS
 JR0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0261+STABILITY: SURFACE MOTION
 JR0261
 JR0261  HISTORY     - Date     Condition        Report By
 JR0261  HISTORY     - 1953     MONUMENTED       CGS
 JR0261  HISTORY     - 1955     GOOD             NGS
 JR0261  HISTORY     - 1986     GOOD             NGS
 JR0261
 JR0261                          STATION DESCRIPTION
 JR0261
 JR0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JR0261'15.4 MI N FROM BASALT.
 JR0261'15.1 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 JR0261'U.S. HIGHWAY 6 AT BASALT, THENCE 0.25 MILE SOUTH ALONG A GRADED
 JR0261'ROAD ON AN ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED, AT
 JR0261'THE INTERSECTION OF A NORTHEAST-SOUTHWEST GRADED ROAD, 36 1/2
 JR0261'FEET WEST OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD,
 JR0261'33 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.6 FEET
 JR0261'SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROADS,
 JR0261'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 JR0261'THE GROUND.
 JR0261
 JR0261                          STATION RECOVERY (1986)
 JR0261
 JR0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JR0261'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.2 KM (8.2
 JR0261'MI) SOUTH ALONG US HIGHWAY 95 FROM THE FIRE STATION IN MINA, THENCE
 JR0261'14.0 KM (8.7 MI) SOUTHWEST ALONG STATE HIGHWAY 360, THENCE 0.40 KM
 JR0261'(0.25 MI) SOUTH ALONG CANDELARIA ROAD, IN THE NORTH CORNER OF THE
 JR0261'Y-JUNCTION OF A TRACK ROAD, 10.1 METERS (33.0 FT) EAST OF THE
 JR0261'CENTERLINE OF CANDELARIA ROAD, 11.6 METERS (38.0 FT) NORTHWEST OF THE
 JR0261'CENTERLINE OF THE TRACK ROAD.
 JR0261'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 JR0261'THE MARK IS 0.4 M ABOVE THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0776 ***********************************************************************
 KR0776  DESIGNATION -  N 361
 KR0776  PID         -  KR0776
 KR0776  STATE/COUNTY-  NV/LYON
 KR0776  USGS QUAD   -  HINKSON SLOUGH (1987)
 KR0776
 KR0776                         *CURRENT SURVEY CONTROL
 KR0776  ___________________________________________________________________
 KR0776* NAD 83(1986)-  39 07 18.     (N)    119 04 29.     (W)     SCALED    
 KR0776* NAVD 88     -      1314.96   (+/-2cm)    4314.2    (feet)  VERTCON   
 KR0776  ___________________________________________________________________
 KR0776  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 KR0776
 KR0776  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR0776
 KR0776.The horizontal coordinates were scaled from a topographic map and have
 KR0776.an estimated accuracy of +/- 6 seconds.
 KR0776
 KR0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR0776.The vertical order pertains to the NGVD 29 superseded value.
 KR0776
 KR0776.The geoid height was determined by GEOID03.
 KR0776
 KR0776;                    North         East    Units  Estimated Accuracy
 KR0776;SPC NV W     - 4,485,220.      757,510.      MT  (+/- 180 meters Scaled)
 KR0776
 KR0776                          SUPERSEDED SURVEY CONTROL
 KR0776
 KR0776  NGVD 29 (??/??/92) 1313.968  (m)         4310.91   (f) ADJ UNCH    1 2
 KR0776
 KR0776.Superseded values are not recommended for survey control.
 KR0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0776.See file dsdata.txt to determine how the superseded data were derived.
 KR0776
 KR0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD206323(NAD 83)
 KR0776_MARKER: DB = BENCH MARK DISK
 KR0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0776_STAMPING: N 361 1953
 KR0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0776+STABILITY: SURFACE MOTION
 KR0776
 KR0776  HISTORY     - Date     Condition        Report By
 KR0776  HISTORY     - 1953     MONUMENTED       CGS
 KR0776
 KR0776                          STATION DESCRIPTION
 KR0776
 KR0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KR0776'5.9 MI E FROM WABUSKA.
 KR0776'5.9 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0776'STATION AT WABUSKA, 0.1 MILE (3 POLES) WEST OF MILEPOLE 334, NEAR THE
 KR0776'EAST BANK OF PERCH SLOUGH, 80.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 KR0776'OF WOODEN TRESTLE 333.89, 61 FEET NORTH OF A TELEGRAPH POLE, 36.3 FEET
 KR0776'NORTH OF THE NORTH RAIL, 3.4 FEET NORTH OF A FENCE, 2.7 FEET WEST OF A
 KR0776'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 KR0776'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0167 ***********************************************************************
 JR0167  DESIGNATION -  N 362
 JR0167  PID         -  JR0167
 JR0167  STATE/COUNTY-  NV/MINERAL
 JR0167  USGS QUAD   -  GILLIS CANYON (1988)
 JR0167
 JR0167                         *CURRENT SURVEY CONTROL
 JR0167  ___________________________________________________________________
 JR0167* NAD 83(1986)-  38 47 16.     (N)    118 40 39.     (W)     SCALED    
 JR0167* NAVD 88     -      1271.16   (+/-2cm)    4170.5    (feet)  VERTCON   
 JR0167  ___________________________________________________________________
 JR0167  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 JR0167
 JR0167  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0167
 JR0167.The horizontal coordinates were scaled from a topographic map and have
 JR0167.an estimated accuracy of +/- 6 seconds.
 JR0167
 JR0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0167.The vertical order pertains to the NGVD 29 superseded value.
 JR0167
 JR0167.The geoid height was determined by GEOID03.
 JR0167
 JR0167;                    North         East    Units  Estimated Accuracy
 JR0167;SPC NV W     - 4,448,050.      791,820.      MT  (+/- 180 meters Scaled)
 JR0167
 JR0167                          SUPERSEDED SURVEY CONTROL
 JR0167
 JR0167  NGVD 29 (??/??/92) 1270.083  (m)         4166.93   (f) ADJ UNCH    1 2
 JR0167
 JR0167.Superseded values are not recommended for survey control.
 JR0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0167.See file dsdata.txt to determine how the superseded data were derived.
 JR0167
 JR0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC543945(NAD 83)
 JR0167_MARKER: DB = BENCH MARK DISK
 JR0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0167_STAMPING: N 362 1953
 JR0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0167+STABILITY: SURFACE MOTION
 JR0167
 JR0167  HISTORY     - Date     Condition        Report By
 JR0167  HISTORY     - 1953     MONUMENTED       CGS
 JR0167
 JR0167                          STATION DESCRIPTION
 JR0167
 JR0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JR0167'14.7 MI SE FROM SCHURZ.
 JR0167'14.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JR0167'FROM THE STATION AT SCHURZ, 0.1 MILE (2 POLES) NORTH OF MILEPOLE
 JR0167'369, 66 FEET EAST OF AND ACROSS THE TRACK FROM A TELEGRAPH POLE,
 JR0167'43.2 FEET EAST OF THE EAST RAIL, 35 FEET WEST OF THE CENTER LINE
 JR0167'OF A GRADED ROAD, 3.8 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL
 JR0167'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 JR0167'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0455 ***********************************************************************
 GR0455  DESIGNATION -  N 363
 GR0455  PID         -  GR0455
 GR0455  STATE/COUNTY-  NV/CLARK
 GR0455  USGS QUAD   -  GOVERNMENT WASH (1970)
 GR0455
 GR0455                         *CURRENT SURVEY CONTROL
 GR0455  ___________________________________________________________________
 GR0455* NAD 83(1986)-  36 13 31.     (N)    114 46 51.     (W)     SCALED    
 GR0455* NAVD 88     -       682.796  (meters)    2240.14   (feet)  POSTED    
 GR0455  ___________________________________________________________________
 GR0455  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 GR0455  DYNAMIC HT  -         682.110 (meters)    2237.89  (feet)  COMP
 GR0455  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 GR0455
 GR0455  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0455
 GR0455.The horizontal coordinates were scaled from a topographic map and have
 GR0455.an estimated accuracy of +/- 6 seconds.
 GR0455
 GR0455.The orthometric height was determined by differential leveling
 GR0455.and adjusted by the National Geodetic Survey in 1992..
 GR0455.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0455.rate of 0.0 thru 1.0 mm/km.
 GR0455
 GR0455.The geoid height was determined by GEOID03.
 GR0455
 GR0455.The dynamic height is computed by dividing the NAVD 88
 GR0455.geopotential number by the normal gravity value computed on the
 GR0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0455.degrees latitude (g = 980.6199 gals.).
 GR0455
 GR0455.The modeled gravity was interpolated from observed gravity values.
 GR0455
 GR0455;                    North         East    Units  Estimated Accuracy
 GR0455;SPC NV E     - 8,163,960.      272,140.      MT  (+/- 180 meters Scaled)
 GR0455
 GR0455                          SUPERSEDED SURVEY CONTROL
 GR0455
 GR0455  NGVD 29 (??/??/92)  682.105  (m)         2237.87   (f) ADJ UNCH    1 2
 GR0455
 GR0455.Superseded values are not recommended for survey control.
 GR0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0455.See file dsdata.txt to determine how the superseded data were derived.
 GR0455
 GR0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA994112(NAD 83)
 GR0455_MARKER: DB = BENCH MARK DISK
 GR0455_SETTING: 66 = SET IN ROCK OUTCROP
 GR0455_SP_SET: OUTCROP LEDGE
 GR0455_STAMPING: N 363 1963
 GR0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0455+STABILITY: POSITION/ELEVATION WELL
 GR0455
 GR0455  HISTORY     - Date     Condition        Report By
 GR0455  HISTORY     - 1963     MONUMENTED       CGS
 GR0455
 GR0455                          STATION DESCRIPTION
 GR0455
 GR0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0455'16.55 MI SE FROM APEX SIDING.
 GR0455'9.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM APEX SIDING, THENCE 6.95
 GR0455'MILE EAST ALONG A TRACK ROAD, 48 FEET SOUTHEAST OF THE CENTER LINE OF
 GR0455'THE ROAD, IN THE TOP OF A LEDGE OF RED OUTCROP, 9.9 FEET SOUTHEAST OF
 GR0455'A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1319 ***********************************************************************
 GR1319  DESIGNATION -  N 364 RESET
 GR1319  PID         -  GR1319
 GR1319  STATE/COUNTY-  NV/CLARK
 GR1319  USGS QUAD   -  HENDERSON (1983)
 GR1319
 GR1319                         *CURRENT SURVEY CONTROL
 GR1319  ___________________________________________________________________
 GR1319* NAD 83(1986)-  36 00 46.     (N)    114 57 10.     (W)     SCALED    
 GR1319* NAVD 88     -       641.646  (meters)    2105.13   (feet)  ADJUSTED  
 GR1319  ___________________________________________________________________
 GR1319  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GR1319  DYNAMIC HT  -         640.985 (meters)    2102.97  (feet)  COMP
 GR1319  MODELED GRAV-     979,582.8   (mgal)                       NAVD 88
 GR1319
 GR1319  VERT ORDER  -  FIRST     CLASS II
 GR1319
 GR1319.The horizontal coordinates were scaled from a topographic map and have
 GR1319.an estimated accuracy of +/- 6 seconds.
 GR1319
 GR1319.The orthometric height was determined by differential leveling
 GR1319.and adjusted by the National Geodetic Survey in June 1991..
 GR1319
 GR1319.The geoid height was determined by GEOID03.
 GR1319
 GR1319.The dynamic height is computed by dividing the NAVD 88
 GR1319.geopotential number by the normal gravity value computed on the
 GR1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1319.degrees latitude (g = 980.6199 gals.).
 GR1319
 GR1319.The modeled gravity was interpolated from observed gravity values.
 GR1319
 GR1319;                    North         East    Units  Estimated Accuracy
 GR1319;SPC NV E     - 8,140,270.      256,840.      MT  (+/- 180 meters Scaled)
 GR1319
 GR1319                          SUPERSEDED SURVEY CONTROL
 GR1319
 GR1319.No superseded survey control is available for this station.
 GR1319
 GR1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV844873(NAD 83)
 GR1319_MARKER: DB = BENCH MARK DISK
 GR1319_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GR1319_SP_SET: CATCH BASIN
 GR1319_STAMPING: N 364 RESET 1971
 GR1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1319+STABILITY: SURFACE MOTION
 GR1319
 GR1319  HISTORY     - Date     Condition        Report By
 GR1319  HISTORY     - 1971     MONUMENTED       NVDH
 GR1319  HISTORY     - 1980     GOOD             NGS
 GR1319
 GR1319                          STATION DESCRIPTION
 GR1319
 GR1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GR1319'24.5 KM SE FROM LAS VEGAS.
 GR1319'24.5 KILOMETERS (15.2 MILES) SOUTHEAST ALONG U. S. HIGHWAY 93 AND 95
 GR1319'FROM THE UNION PACIFIC RAILROAD STATION (UNION PLAZA HOTEL) IN LAS
 GR1319'VEGAS, AT THE JUNCTION OF THE HIGHWAY AND HORIZON DRIVE, SET IN THE
 GR1319'EAST CORNER OF A 1.2- BY 0.9-METER CATCH BASIN WITH A GRATE DECK,
 GR1319'52.4 METERS (172 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 GR1319'SOUTHBOUND LANES OF THE HIGHWAY, 4.7 METERS (15.4 FEET) NORTHWEST
 GR1319'OF THE CENTERLINE OF THE SOUTHEAST LANES OF HORIZON DRIVE AND 5.5
 GR1319'METERS (18 FEET) SOUTHEAST OF THE CENTERLINE OF THE NORTHWEST LANES
 GR1319'OF HORIZON DRIVE.
 GR1319'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 GR1319'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0892 ***********************************************************************
 GR0892  DESIGNATION -  N 365
 GR0892  PID         -  GR0892
 GR0892  STATE/COUNTY-  NV/CLARK
 GR0892  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0892
 GR0892                         *CURRENT SURVEY CONTROL
 GR0892  ___________________________________________________________________
 GR0892* NAD 83(1986)-  36 10 52.     (N)    115 06 57.     (W)     SCALED    
 GR0892* NAVD 88     -       560.13   (+/-2cm)    1837.7    (feet)  VERTCON   
 GR0892  ___________________________________________________________________
 GR0892  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GR0892
 GR0892  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR0892
 GR0892.The horizontal coordinates were scaled from a topographic map and have
 GR0892.an estimated accuracy of +/- 6 seconds.
 GR0892
 GR0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR0892.The vertical order pertains to the NGVD 29 superseded value.
 GR0892
 GR0892.The geoid height was determined by GEOID03.
 GR0892
 GR0892;                    North         East    Units  Estimated Accuracy
 GR0892;SPC NV E     - 8,158,870.      242,050.      MT  (+/- 180 meters Scaled)
 GR0892
 GR0892                          SUPERSEDED SURVEY CONTROL
 GR0892
 GR0892  NGVD 29 (??/??/92)  559.485  (m)         1835.58   (f) ADJ UNCH    1 2
 GR0892
 GR0892.Superseded values are not recommended for survey control.
 GR0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0892.See file dsdata.txt to determine how the superseded data were derived.
 GR0892
 GR0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA694056(NAD 83)
 GR0892_MARKER: DB = BENCH MARK DISK
 GR0892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0892_SP_SET: CULVERT
 GR0892_STAMPING: N 365 1963
 GR0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0892
 GR0892  HISTORY     - Date     Condition        Report By
 GR0892  HISTORY     - 1963     MONUMENTED       CGS
 GR0892  HISTORY     - 1975     GOOD             NGS
 GR0892
 GR0892                          STATION DESCRIPTION
 GR0892
 GR0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0892'IN LAS VEGAS.
 GR0892'AT LAS VEGAS, AT THE INTERSECTION OF 25TH STREET AND WASHINGTON
 GR0892'AVENUE, 0.5 MILE SOUTH OF THE INTERSECTION OF 25TH STREET AND OWENS
 GR0892'AVENUE, IN THE TOP AND 1.1 FEET SOUTH OF THE NORTH END OF THE EAST
 GR0892'CONCRETE HEAD WALL OF A LARGE DOUBLE BOX CULVERT OVER A DITCH WHICH
 GR0892'DIVIDES THE LANES OF THE AVENUE, 23 FEET SOUTH OF THE NORTH TRAFFIC
 GR0892'LANES OF THE AVENUE, 49 FEET EAST OF THE CENTER LINE OF THE STREET,
 GR0892'AND ABOUT 1/2 FOOT HIGHER THAN THE STREET.
 GR0892
 GR0892                          STATION RECOVERY (1975)
 GR0892
 GR0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GR0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1069 ***********************************************************************
 GR1069  DESIGNATION -  N 366
 GR1069  PID         -  GR1069
 GR1069  STATE/COUNTY-  NV/CLARK
 GR1069  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1069
 GR1069                         *CURRENT SURVEY CONTROL
 GR1069  ___________________________________________________________________
 GR1069* NAD 83(1986)-  36 06 56.     (N)    115 11 05.     (W)     SCALED    
 GR1069* NAVD 88     -       653.858  (meters)    2145.20   (feet)  ADJUSTED  
 GR1069  ___________________________________________________________________
 GR1069  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GR1069  DYNAMIC HT  -         653.189 (meters)    2143.00  (feet)  COMP
 GR1069  MODELED GRAV-     979,588.7   (mgal)                       NAVD 88
 GR1069
 GR1069  VERT ORDER  -  FIRST     CLASS II
 GR1069
 GR1069.The horizontal coordinates were scaled from a topographic map and have
 GR1069.an estimated accuracy of +/- 6 seconds.
 GR1069
 GR1069.The orthometric height was determined by differential leveling
 GR1069.and adjusted by the National Geodetic Survey in June 1991..
 GR1069
 GR1069.The geoid height was determined by GEOID03.
 GR1069
 GR1069.The dynamic height is computed by dividing the NAVD 88
 GR1069.geopotential number by the normal gravity value computed on the
 GR1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1069.degrees latitude (g = 980.6199 gals.).
 GR1069
 GR1069.The modeled gravity was interpolated from observed gravity values.
 GR1069
 GR1069;                    North         East    Units  Estimated Accuracy
 GR1069;SPC NV E     - 8,151,570.      235,880.      MT  (+/- 180 meters Scaled)
 GR1069
 GR1069                          SUPERSEDED SURVEY CONTROL
 GR1069
 GR1069  NGVD 29 (??/??/92)  653.784  (m)         2144.96   (f) ADJ UNCH    1 2
 GR1069
 GR1069.Superseded values are not recommended for survey control.
 GR1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1069.See file dsdata.txt to determine how the superseded data were derived.
 GR1069
 GR1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV633982(NAD 83)
 GR1069_MARKER: DB = BENCH MARK DISK
 GR1069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GR1069_SP_SET: ABUTMENT
 GR1069_STAMPING: N 366 1963
 GR1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1069
 GR1069  HISTORY     - Date     Condition        Report By
 GR1069  HISTORY     - 1963     MONUMENTED       CGS
 GR1069  HISTORY     - 1969     GOOD             NGS
 GR1069  HISTORY     - 1980     GOOD             NGS
 GR1069  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1069
 GR1069                          STATION DESCRIPTION
 GR1069
 GR1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1069'4.4 MI S FROM LAS VEGAS.
 GR1069'4.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1069'LAS VEGAS, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 GR1069'ABUTMENT OF CONCRETE BRIDGE 329.84, 5.5 FEET SOUTHEAST OF THE
 GR1069'SOUTHEAST RAIL, 0.9 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 GR1069'ABUTMENT AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 GR1069
 GR1069                          STATION RECOVERY (1969)
 GR1069
 GR1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GR1069'RECOVERED IN GOOD CONDITION.
 GR1069
 GR1069                          STATION RECOVERY (1980)
 GR1069
 GR1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1069'RECOVERED IN GOOD CONDITION.
 GR1069
 GR1069                          STATION RECOVERY (1996)
 GR1069
 GR1069'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1219 ***********************************************************************
 GR1219  DESIGNATION -  N 367
 GR1219  PID         -  GR1219
 GR1219  STATE/COUNTY-  NV/CLARK
 GR1219  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1219
 GR1219                         *CURRENT SURVEY CONTROL
 GR1219  ___________________________________________________________________
 GR1219* NAD 83(1986)-  36 09 31.     (N)    115 14 37.     (W)     SCALED    
 GR1219* NAVD 88     -       732.44   (+/-2cm)    2403.0    (feet)  VERTCON   
 GR1219  ___________________________________________________________________
 GR1219  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 GR1219
 GR1219  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1219
 GR1219.The horizontal coordinates were scaled from a topographic map and have
 GR1219.an estimated accuracy of +/- 6 seconds.
 GR1219
 GR1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1219.The vertical order pertains to the NGVD 29 superseded value.
 GR1219
 GR1219.The geoid height was determined by GEOID03.
 GR1219
 GR1219;                    North         East    Units  Estimated Accuracy
 GR1219;SPC NV E     - 8,156,320.      230,570.      MT  (+/- 180 meters Scaled)
 GR1219
 GR1219                          SUPERSEDED SURVEY CONTROL
 GR1219
 GR1219  NGVD 29 (??/??/92)  731.796  (m)         2400.90   (f) ADJ UNCH    1 2
 GR1219
 GR1219.Superseded values are not recommended for survey control.
 GR1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1219.See file dsdata.txt to determine how the superseded data were derived.
 GR1219
 GR1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA579029(NAD 83)
 GR1219_MARKER: DB = BENCH MARK DISK
 GR1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1219_STAMPING: N 367 1963
 GR1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1219+STABILITY: SURFACE MOTION
 GR1219
 GR1219  HISTORY     - Date     Condition        Report By
 GR1219  HISTORY     - 1963     MONUMENTED       CGS
 GR1219  HISTORY     - 19870410 MARK NOT FOUND   USPSQD
 GR1219  HISTORY     - 19961120 MARK NOT FOUND   USPSQD
 GR1219
 GR1219                          STATION DESCRIPTION
 GR1219
 GR1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1219'6.1 MI W FROM LAS VEGAS.
 GR1219'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1219'LAS VEGAS, THENCE 5.1 MILES WEST ALONG CHARLESTON BOULEVARD, AT THE
 GR1219'JUNCTION OF RAINBOW BOULEVARD, 40 FEET SOUTH OF THE CENTER LINE OF
 GR1219'CHARLESTON BOULEVARD, 22 FEET EAST OF THE CENTER LINE OF RAINBOW
 GR1219'BOULEVARD, 19 FEET SOUTHEAST OF A 4 BY 4-INCH POST BEARING BOULEVARD
 GR1219'NAMES, 2.6 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 GR1219'BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 GR1219'ABOVE THE GROUND.
 GR1219
 GR1219                          STATION RECOVERY (1987)
 GR1219
 GR1219'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 GR1219'MARK NOT FOUND.
 GR1219
 GR1219                          STATION RECOVERY (1996)
 GR1219
 GR1219'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0958 ***********************************************************************
 GR0958  DESIGNATION -  N 369
 GR0958  PID         -  GR0958
 GR0958  STATE/COUNTY-  NV/CLARK
 GR0958  USGS QUAD   -  LAS VEGAS NE (1984)
 GR0958
 GR0958                         *CURRENT SURVEY CONTROL
 GR0958  ___________________________________________________________________
 GR0958* NAD 83(1986)-  36 14 25.     (N)    115 05 55.     (W)     SCALED    
 GR0958* NAVD 88     -       583.561  (meters)    1914.57   (feet)  POSTED    
 GR0958  ___________________________________________________________________
 GR0958  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GR0958  DYNAMIC HT  -         582.960 (meters)    1912.59  (feet)  COMP
 GR0958  MODELED GRAV-     979,590.4   (mgal)                       NAVD 88
 GR0958
 GR0958  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GR0958
 GR0958.The horizontal coordinates were scaled from a topographic map and have
 GR0958.an estimated accuracy of +/- 6 seconds.
 GR0958
 GR0958.The orthometric height was determined by differential leveling
 GR0958.and adjusted by the National Geodetic Survey in 1992..
 GR0958.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GR0958.rate of 2.1 thru 3.0 mm/km.
 GR0958
 GR0958.The geoid height was determined by GEOID03.
 GR0958
 GR0958.The dynamic height is computed by dividing the NAVD 88
 GR0958.geopotential number by the normal gravity value computed on the
 GR0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0958.degrees latitude (g = 980.6199 gals.).
 GR0958
 GR0958.The modeled gravity was interpolated from observed gravity values.
 GR0958
 GR0958;                    North         East    Units  Estimated Accuracy
 GR0958;SPC NV E     - 8,165,440.      243,570.      MT  (+/- 180 meters Scaled)
 GR0958
 GR0958                          SUPERSEDED SURVEY CONTROL
 GR0958
 GR0958  NGVD 29 (??/??/92)  582.868  (m)         1912.29   (f) ADJ UNCH    1 2
 GR0958
 GR0958.Superseded values are not recommended for survey control.
 GR0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0958.See file dsdata.txt to determine how the superseded data were derived.
 GR0958
 GR0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA708122(NAD 83)
 GR0958_MARKER: DB = BENCH MARK DISK
 GR0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0958_STAMPING: N 369 1963
 GR0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0958+STABILITY: SURFACE MOTION
 GR0958
 GR0958  HISTORY     - Date     Condition        Report By
 GR0958  HISTORY     - 1963     MONUMENTED       CGS
 GR0958  HISTORY     - 1974     MARK NOT FOUND   USGS
 GR0958  HISTORY     - 19961121 MARK NOT FOUND   USPSQD
 GR0958
 GR0958                          STATION DESCRIPTION
 GR0958
 GR0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR0958'6.1 MI NE FROM LAS VEGAS.
 GR0958'5.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0958'AT LAS VEGAS, THENCE 0.5 MILE EAST ALONG CRAIG ROAD, AT THE JUNCTION
 GR0958'OF PACOS ROAD SOUTH, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD, 20
 GR0958'FEET WEST OF THE EXTENDED CENTER LINE OF PACOS ROAD, 1 1/2 FEET WEST
 GR0958'OF A POWER POLE, 2.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 GR0958'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 GR0958'THE GROUND.
 GR0958
 GR0958                          STATION RECOVERY (1974)
 GR0958
 GR0958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GR0958'MARK NOT FOUND.
 GR0958
 GR0958                          STATION RECOVERY (1996)
 GR0958
 GR0958'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1690 ***********************************************************************
 GR1690  DESIGNATION -  N 37
 GR1690  PID         -  GR1690
 GR1690  STATE/COUNTY-  NV/CLARK
 GR1690  USGS QUAD   -  MIDDLE POINT (1983)
 GR1690
 GR1690                         *CURRENT SURVEY CONTROL
 GR1690  ___________________________________________________________________
 GR1690* NAD 83(1994)-  36 12 35.24244(N)    114 26 11.05427(W)     ADJUSTED  
 GR1690* NAVD 88     -       367.7    (meters)    1206.     (feet)  VERTCON   
 GR1690  ___________________________________________________________________
 GR1690  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 GR1690  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 GR1690
 GR1690  HORZ ORDER  -  THIRD
 GR1690
 GR1690.The horizontal coordinates were established by classical geodetic methods
 GR1690.and adjusted by the National Geodetic Survey in June 1998..
 GR1690
 GR1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1690
 GR1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1690
 GR1690.The geoid height was determined by GEOID03.
 GR1690
 GR1690;                    North         East     Units Scale Factor Converg.
 GR1690;SPC NV E     - 8,162,556.405   303,128.581   MT  1.00003100   +0 40 39.4
 GR1690;SPC NV E     -26,779,987.14    994,514.35   sFT  1.00003100   +0 40 39.4
 GR1690;UTM  11      - 4,010,264.512   730,460.739   MT  1.00025446   +1 30 54.3
 GR1690
 GR1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1690!SPC NV E     -   0.99994664  x   1.00003100  =   0.99997764
 GR1690!UTM  11      -   0.99994664  x   1.00025446  =   1.00020109
 GR1690
 GR1690:                Primary Azimuth Mark                     Grid Az
 GR1690:SPC NV E     -  N 33                                     198 50 08.6
 GR1690:UTM  11      -  N 33                                     197 59 53.7
 GR1690
 GR1690|---------------------------------------------------------------------|
 GR1690| PID    Reference Object                     Distance      Geod. Az  |
 GR1690|                                                           dddmmss.s |
 GR1690| GR1685 N 33                                APPROX. 4.2 KM 1993048.0 |
 GR1690|---------------------------------------------------------------------|
 GR1690
 GR1690                          SUPERSEDED SURVEY CONTROL
 GR1690
 GR1690  NAD 83(1994)-  36 12 35.24253(N)    114 26 11.05434(W) AD(       ) 3
 GR1690  NAD 83(1992)-  36 12 35.24247(N)    114 26 11.05430(W) AD(       ) 3
 GR1690  NAD 83(1986)-  36 12 35.23003(N)    114 26 11.04711(W) AD(       ) 3
 GR1690  NGVD 29 (06/27/88)  367.0    (m)         1204.     (f) VERT ANG       
 GR1690
 GR1690.Superseded values are not recommended for survey control.
 GR1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1690.See file dsdata.txt to determine how the superseded data were derived.
 GR1690
 GR1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3046110265(NAD 83)
 GR1690_MARKER: DS = TRIANGULATION STATION DISK
 GR1690_SETTING: 80 = SET IN A BOULDER
 GR1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1690+STABILITY: SURFACE MOTION
 GR1690
 GR1690  HISTORY     - Date     Condition        Report By
 GR1690  HISTORY     - 1948     MONUMENTED       USGS
 GR1690
 GR1690                          STATION DESCRIPTION
 GR1690
 GR1690'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1690'LOCATED ABOUT 4.4 MI SE. OF MIDDLE OF HERON ISLAND.  ON WEST SIDE
 GR1690'OF VIRGIN ARM, ABOUT 25 FT. W. OF HIGH WATER MARK AT END OF LONG,
 GR1690'NARROW, E.-W. SPUR RIDGE, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1690'
 GR1690'TO REACH NOT GIVEN.
 GR1690'
 GR1690'STATION MARK--STANDARD TABLET STAMPED---N37 1948---, CEMENTED IN
 GR1690'TOP OF BOULDER IN PLACE.
 GR1690'
 GR1690'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1691 ***********************************************************************
 GR1691  DESIGNATION -  N 37 A
 GR1691  PID         -  GR1691
 GR1691  STATE/COUNTY-  NV/CLARK
 GR1691  USGS QUAD   -  MIDDLE POINT (1983)
 GR1691
 GR1691                         *CURRENT SURVEY CONTROL
 GR1691  ___________________________________________________________________
 GR1691* NAD 83(1994)-  36 13 31.24721(N)    114 25 30.78148(W)     ADJUSTED  
 GR1691* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1691  ___________________________________________________________________
 GR1691  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 GR1691  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 GR1691
 GR1691  HORZ ORDER  -  THIRD
 GR1691
 GR1691.The horizontal coordinates were established by classical geodetic methods
 GR1691.and adjusted by the National Geodetic Survey in June 1998..
 GR1691
 GR1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1691
 GR1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1691
 GR1691.The geoid height was determined by GEOID03.
 GR1691
 GR1691;                    North         East     Units Scale Factor Converg.
 GR1691;SPC NV E     - 8,164,294.534   304,113.897   MT  1.00003352   +0 41 04.1
 GR1691;SPC NV E     -26,785,689.65    997,747.01   sFT  1.00003352   +0 41 04.1
 GR1691;UTM  11      - 4,012,017.253   731,420.755   MT  1.00025992   +1 31 20.2
 GR1691
 GR1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1691!SPC NV E     -   0.99994695  x   1.00003352  =   0.99998047
 GR1691!UTM  11      -   0.99994695  x   1.00025992  =   1.00020686
 GR1691
 GR1691                          SUPERSEDED SURVEY CONTROL
 GR1691
 GR1691  NAD 83(1994)-  36 13 31.24732(N)    114 25 30.78152(W) AD(       ) 3
 GR1691  NAD 83(1992)-  36 13 31.24725(N)    114 25 30.78151(W) AD(       ) 3
 GR1691  NAD 83(1986)-  36 13 31.23471(N)    114 25 30.77421(W) AD(       ) 3
 GR1691  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1691
 GR1691.Superseded values are not recommended for survey control.
 GR1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1691.See file dsdata.txt to determine how the superseded data were derived.
 GR1691
 GR1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3142112017(NAD 83)
 GR1691_MARKER: DS = TRIANGULATION STATION DISK
 GR1691_SETTING: 80 = SET IN A BOULDER
 GR1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1691+STABILITY: SURFACE MOTION
 GR1691
 GR1691  HISTORY     - Date     Condition        Report By
 GR1691  HISTORY     - 1948     MONUMENTED       USGS
 GR1691
 GR1691                          STATION DESCRIPTION
 GR1691
 GR1691'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1691'NOT OCCUPIED.
 GR1691'
 GR1691'LOCATED ABOUT 3.3 MI SW. OF MIDDLE OF HERON ISLAND.  ON WEST SIDE
 GR1691'OF VIRGIN ARM, ABOUT 30 FT. NE. OF HIGH WATER MARK AT SOUTHEAST
 GR1691'END OF PROMINENT RIDGE, ABOUT 15 FT. ABOVE HIGH WATER MARK.
 GR1691'
 GR1691'STATION MARK--STANDARD TABLET STAMPED---N37A 1948---, CEMENTED IN
 GR1691'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1033 ***********************************************************************
 GR1033  DESIGNATION -  N 370
 GR1033  PID         -  GR1033
 GR1033  STATE/COUNTY-  NV/CLARK
 GR1033  USGS QUAD   -  LAS VEGAS SW (1984)
 GR1033
 GR1033                         *CURRENT SURVEY CONTROL
 GR1033  ___________________________________________________________________
 GR1033* NAD 83(1986)-  36 06 03.     (N)    115 09 50.     (W)     SCALED    
 GR1033* NAVD 88     -       640.67   (+/-2cm)    2101.9    (feet)  VERTCON   
 GR1033  ___________________________________________________________________
 GR1033  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GR1033
 GR1033  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1033
 GR1033.The horizontal coordinates were scaled from a topographic map and have
 GR1033.an estimated accuracy of +/- 6 seconds.
 GR1033
 GR1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1033.The vertical order pertains to the NGVD 29 superseded value.
 GR1033
 GR1033.The geoid height was determined by GEOID03.
 GR1033
 GR1033;                    North         East    Units  Estimated Accuracy
 GR1033;SPC NV E     - 8,149,940.      237,770.      MT  (+/- 180 meters Scaled)
 GR1033
 GR1033                          SUPERSEDED SURVEY CONTROL
 GR1033
 GR1033  NGVD 29 (??/??/92)  640.025  (m)         2099.82   (f) ADJ UNCH    1 2
 GR1033
 GR1033.Superseded values are not recommended for survey control.
 GR1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1033.See file dsdata.txt to determine how the superseded data were derived.
 GR1033
 GR1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV652966(NAD 83)
 GR1033_MARKER: DB = BENCH MARK DISK
 GR1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1033_STAMPING: N 370 1963
 GR1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1033+STABILITY: SURFACE MOTION
 GR1033
 GR1033  HISTORY     - Date     Condition        Report By
 GR1033  HISTORY     - 1963     MONUMENTED       CGS
 GR1033  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GR1033  HISTORY     - 19961122 MARK NOT FOUND   USPSQD
 GR1033
 GR1033                          STATION DESCRIPTION
 GR1033
 GR1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GR1033'7.4 MI W FROM EAST LAS VEGAS.
 GR1033'0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT EAST
 GR1033'LAS VEGAS, THENCE 6.85 MILES WEST ALONG TROPICANA AVENUE, AT THE
 GR1033'JUNCTION OF KOVAL LANE, 30 FEET NORTH OF THE NORTH TRAFFIC LANES OF
 GR1033'THE AVENUE, 38 FEET WEST OF THE CENTER LINE OF THE LANE, 15 FEET SOUTH
 GR1033'OF THE CENTER LINE OF AN EAST-WEST STREET, 2 1/2 FEET SOUTH OF
 GR1033'TELEPHONE POLE 37 WITH A GUY WIRE, 1.7 FEET NORTHWEST OF THE EAST END
 GR1033'OF A CONCRETE BLOCK WALL, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE
 GR1033'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GR1033
 GR1033                          STATION RECOVERY (1990)
 GR1033
 GR1033'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR1033'MARK NOT FOUND.
 GR1033
 GR1033                          STATION RECOVERY (1996)
 GR1033
 GR1033'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR1033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0254 ***********************************************************************
 KR0254  DESIGNATION -  N 371
 KR0254  PID         -  KR0254
 KR0254  STATE/COUNTY-  NV/CHURCHILL
 KR0254  USGS QUAD   -  FALLON (1985)
 KR0254
 KR0254                         *CURRENT SURVEY CONTROL
 KR0254  ___________________________________________________________________
 KR0254* NAD 83(1986)-  39 28 04.     (N)    118 45 48.     (W)     SCALED    
 KR0254* NAVD 88     -      1206.545  (meters)    3958.47   (feet)  ADJUSTED  
 KR0254  ___________________________________________________________________
 KR0254  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 KR0254  DYNAMIC HT  -        1205.506 (meters)    3955.06  (feet)  COMP
 KR0254  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 KR0254
 KR0254  VERT ORDER  -  FIRST     CLASS II
 KR0254
 KR0254.The horizontal coordinates were scaled from a topographic map and have
 KR0254.an estimated accuracy of +/- 6 seconds.
 KR0254
 KR0254.The orthometric height was determined by differential leveling
 KR0254.and adjusted by the National Geodetic Survey in June 1991..
 KR0254
 KR0254.The geoid height was determined by GEOID03.
 KR0254
 KR0254.The dynamic height is computed by dividing the NAVD 88
 KR0254.geopotential number by the normal gravity value computed on the
 KR0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0254.degrees latitude (g = 980.6199 gals.).
 KR0254
 KR0254.The modeled gravity was interpolated from observed gravity values.
 KR0254
 KR0254;                    North         East    Units  Estimated Accuracy
 KR0254;SPC NV W     - 4,523,540.      784,510.      MT  (+/- 180 meters Scaled)
 KR0254
 KR0254                          SUPERSEDED SURVEY CONTROL
 KR0254
 KR0254  NGVD 29 (??/??/92) 1205.586  (m)         3955.33   (f) ADJ UNCH    1 2
 KR0254
 KR0254.Superseded values are not recommended for survey control.
 KR0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0254.See file dsdata.txt to determine how the superseded data were derived.
 KR0254
 KR0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD483701(NAD 83)
 KR0254_MARKER: DB = BENCH MARK DISK
 KR0254_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KR0254_SP_SET: 33 FT.
 KR0254_STAMPING: N 371 1967
 KR0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KR0254+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 KR0254
 KR0254  HISTORY     - Date     Condition        Report By
 KR0254  HISTORY     - 1967     MONUMENTED       CGS
 KR0254  HISTORY     - 20050828 GOOD             GEOCAC
 KR0254
 KR0254                          STATION DESCRIPTION
 KR0254
 KR0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KR0254'1.25 MI SE FROM FALLON.
 KR0254'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0254'FROM THE CITY HALL AT FALLON, THENCE 0.25 MILE SOUTH ALONG SHERMAN
 KR0254'STREET, THENCE 0.2 MILE EAST ALONG STILLWATER AVENUE, THENCE 0.3 MILE
 KR0254'SOUTH ALONG A PAVED ROAD WHICH WAS FORMERLY U.S. HIGHWAY 50 ALTERNATE,
 KR0254'IN SECTION 31, T 19 N, R 29 E, 5 1/2 FEET SOUTH OF THE NORTHEAST
 KR0254'CORNER OF A CHAIN LINK FENCE WHICH ENCLOSES THE FALLON STATE HIGHWAY
 KR0254'MAINTENANCE BARN, 81 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 43
 KR0254'FEET NORTH OF THE CENTER OF A GATE IN THE FENCE, 1 1/2 FEET EAST OF
 KR0254'THE FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 KR0254'THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 KR0254'THAT IS DRIVEN TO A DEPTH OF 33 FEET AND IS ENCASED IN A 5-INCH IRON
 KR0254'PIPE WHICH PROJECTS 4 INCHES.
 KR0254
 KR0254                          STATION RECOVERY (2005)
 KR0254
 KR0254'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR0254'ROAD WHICH WAS FORMERLY U.S. HIGHWAY 50 ALTERNATE NOW KNOWN AS
 KR0254'HARRIGAN ROAD.  MARK LOCATED UNDERNEATH GAS METERS BY CONCRETE
 KR0254'BARRIER.  OBSERVED GPSR COORDINATES N39 28 00.42, W118 45 47.10
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0332 ***********************************************************************
 KQ0332  DESIGNATION -  N 372
 KQ0332  PID         -  KQ0332
 KQ0332  STATE/COUNTY-  NV/CHURCHILL
 KQ0332  USGS QUAD   -  DESATOYA PEAK (1969)
 KQ0332
 KQ0332                         *CURRENT SURVEY CONTROL
 KQ0332  ___________________________________________________________________
 KQ0332* NAD 83(1986)-  39 18 09.     (N)    117 52 23.     (W)     SCALED    
 KQ0332* NAVD 88     -      1579.33   (+/-2cm)    5181.5    (feet)  VERTCON   
 KQ0332  ___________________________________________________________________
 KQ0332  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 KQ0332
 KQ0332  VERT ORDER  -  FIRST     CLASS II (See Below)
 KQ0332
 KQ0332.The horizontal coordinates were scaled from a topographic map and have
 KQ0332.an estimated accuracy of +/- 6 seconds.
 KQ0332
 KQ0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0332.The vertical order pertains to the NGVD 29 superseded value.
 KQ0332
 KQ0332.The geoid height was determined by GEOID03.
 KQ0332
 KQ0332;                    North         East    Units  Estimated Accuracy
 KQ0332;SPC NV W     - 4,505,420.      861,260.      MT  (+/- 180 meters Scaled)
 KQ0332
 KQ0332                          SUPERSEDED SURVEY CONTROL
 KQ0332
 KQ0332  NGVD 29 (??/??/92) 1578.260  (m)         5178.01   (f) ADJ UNCH    1 2
 KQ0332
 KQ0332.Superseded values are not recommended for survey control.
 KQ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0332.See file dsdata.txt to determine how the superseded data were derived.
 KQ0332
 KQ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD247507(NAD 83)
 KQ0332_MARKER: DB = BENCH MARK DISK
 KQ0332_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0332_SP_SET: ROCK CLIFF
 KQ0332_STAMPING: N 372 1967
 KQ0332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0332+STABILITY: POSITION/ELEVATION WELL
 KQ0332
 KQ0332  HISTORY     - Date     Condition        Report By
 KQ0332  HISTORY     - 1967     MONUMENTED       CGS
 KQ0332
 KQ0332                          STATION DESCRIPTION
 KQ0332
 KQ0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KQ0332'0.5 MI SE FROM EASTGATE.
 KQ0332'ABOUT 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE
 KQ0332'STATION AT EASTGATE, IN SECTION 25, T 17 N, R 36 E, ON THE INSIDE AND
 KQ0332'NEAR THE SOUTHEAST END OF A CURVE IN THE HIGHWAY, 67 1/2 FEET
 KQ0332'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE
 KQ0332'SOUTHEAST FACE OF A ROCK CLIFF, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 KQ0332'THE GROUND, AND ABOUT 6 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0184 ***********************************************************************
 HQ0184  DESIGNATION -  N 373
 HQ0184  PID         -  HQ0184
 HQ0184  STATE/COUNTY-  NV/NYE
 HQ0184  USGS QUAD   -  EAST OF CACTUS PEAK (1987)
 HQ0184
 HQ0184                         *CURRENT SURVEY CONTROL
 HQ0184  ___________________________________________________________________
 HQ0184* NAD 83(1986)-  37 47 19.     (N)    116 45 19.     (W)     SCALED    
 HQ0184* NAVD 88     -      1682.370  (meters)    5519.58   (feet)  ADJUSTED  
 HQ0184  ___________________________________________________________________
 HQ0184  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 HQ0184  DYNAMIC HT  -        1680.482 (meters)    5513.38  (feet)  COMP
 HQ0184  MODELED GRAV-     979,448.0   (mgal)                       NAVD 88
 HQ0184
 HQ0184  VERT ORDER  -  FIRST     CLASS II
 HQ0184
 HQ0184.The horizontal coordinates were scaled from a topographic map and have
 HQ0184.an estimated accuracy of +/- 6 seconds.
 HQ0184
 HQ0184.The orthometric height was determined by differential leveling
 HQ0184.and adjusted by the National Geodetic Survey in June 1991..
 HQ0184
 HQ0184.The geoid height was determined by GEOID03.
 HQ0184
 HQ0184.The dynamic height is computed by dividing the NAVD 88
 HQ0184.geopotential number by the normal gravity value computed on the
 HQ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0184.degrees latitude (g = 980.6199 gals.).
 HQ0184
 HQ0184.The modeled gravity was interpolated from observed gravity values.
 HQ0184
 HQ0184;                    North         East    Units  Estimated Accuracy
 HQ0184;SPC NV C     - 6,337,150.      492,200.      MT  (+/- 180 meters Scaled)
 HQ0184
 HQ0184                          SUPERSEDED SURVEY CONTROL
 HQ0184
 HQ0184.No superseded survey control is available for this station.
 HQ0184
 HQ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB215823(NAD 83)
 HQ0184_MARKER: DB = BENCH MARK DISK
 HQ0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HQ0184_SP_SET: WATER TOWER LEG FOUNDATION
 HQ0184_STAMPING: N 373 1968
 HQ0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0184
 HQ0184  HISTORY     - Date     Condition        Report By
 HQ0184  HISTORY     - 1968     MONUMENTED       CGS
 HQ0184
 HQ0184                          STATION DESCRIPTION
 HQ0184
 HQ0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HQ0184'7.1 MI S FROM TONOPAH TEST RANGE.
 HQ0184'7.1 MILES SOUTH ALONG AN ASPHALT ROAD FROM POINT ABLE AT TONOPAH
 HQ0184'TEST RANGE, AT THE C. P. COMPLEX, IN THE TOP OF THE EAST CORNER
 HQ0184'OF THE CONCRETE FOUNDATION OF THE SOUTHEAST STEEL LEG OF AN
 HQ0184'ELEVATED WATER TOWER, AND ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1237 ***********************************************************************
 KR1237  DESIGNATION -  N 374
 KR1237  PID         -  KR1237
 KR1237  STATE/COUNTY-  NV/WASHOE
 KR1237  USGS QUAD   -  VISTA (1982)
 KR1237
 KR1237                         *CURRENT SURVEY CONTROL
 KR1237  ___________________________________________________________________
 KR1237* NAD 83(1986)-  39 30 52.     (N)    119 37 50.     (W)     SCALED    
 KR1237* NAVD 88     -      1333.927  (meters)    4376.39   (feet)  ADJUSTED  
 KR1237  ___________________________________________________________________
 KR1237  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KR1237  DYNAMIC HT  -        1332.729 (meters)    4372.46  (feet)  COMP
 KR1237  MODELED GRAV-     979,682.1   (mgal)                       NAVD 88
 KR1237
 KR1237  VERT ORDER  -  FIRST     CLASS I
 KR1237
 KR1237.The horizontal coordinates were scaled from a topographic map and have
 KR1237.an estimated accuracy of +/- 6 seconds.
 KR1237
 KR1237.The orthometric height was determined by differential leveling
 KR1237.and adjusted by the National Geodetic Survey in June 1991..
 KR1237
 KR1237.The geoid height was determined by GEOID03.
 KR1237
 KR1237.The dynamic height is computed by dividing the NAVD 88
 KR1237.geopotential number by the normal gravity value computed on the
 KR1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1237.degrees latitude (g = 980.6199 gals.).
 KR1237
 KR1237.The modeled gravity was interpolated from observed gravity values.
 KR1237
 KR1237;                    North         East    Units  Estimated Accuracy
 KR1237;SPC NV W     - 4,529,230.      709,950.      MT  (+/- 180 meters Scaled)
 KR1237
 KR1237                          SUPERSEDED SURVEY CONTROL
 KR1237
 KR1237  NGVD 29 (??/??/92) 1332.87   (m)         4372.9    (f) COMPUTED    1 1
 KR1237
 KR1237.Superseded values are not recommended for survey control.
 KR1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1237.See file dsdata.txt to determine how the superseded data were derived.
 KR1237
 KR1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD738771(NAD 83)
 KR1237_MARKER: DB = BENCH MARK DISK
 KR1237_SETTING: 80 = SET IN A BOULDER
 KR1237_STAMPING: N 374 1969
 KR1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1237+STABILITY: SURFACE MOTION
 KR1237
 KR1237  HISTORY     - Date     Condition        Report By
 KR1237  HISTORY     - 1969     MONUMENTED       CGS
 KR1237
 KR1237                          STATION DESCRIPTION
 KR1237
 KR1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KR1237'6.25 MI E FROM SPARKS.
 KR1237'6.25 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR1237'MCCARRAN BOULEVARD OVERPASS AT SPARKS, 3 POLES WEST OF THE CROSSING OF
 KR1237'MUSTANG ROAD, 2-3/4 POLES EAST OF MILEPOLE 253, AT HAFED SIDING, IN
 KR1237'THE TOP OF A 10- BY 10-FOOT FLAT TOP BOULDER PROJECTING ABOUT 2 FEET
 KR1237'ABOVE THE GROUND, 41.3 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 KR1237'13 FEET WEST OF THE THIRD POLE WEST OF THE ROAD CROSSING, 80 1/2 FEET
 KR1237'SOUTHWEST AND ACROSS THE TRACK FROM HAFED SIDING SIGN, AND ABOUT 3 1/2
 KR1237'FEET LOWER THAN THE TRACK.  SECTION 16, T 19N, R 21E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0313 ***********************************************************************
 MT0313  DESIGNATION -  N 38
 MT0313  PID         -  MT0313
 MT0313  STATE/COUNTY-  NV/ELKO
 MT0313  USGS QUAD   -  WELLS (1982)
 MT0313
 MT0313                         *CURRENT SURVEY CONTROL
 MT0313  ___________________________________________________________________
 MT0313* NAD 83(1986)-  41 03 32.     (N)    114 58 26.     (W)     SCALED    
 MT0313* NAVD 88     -      1751.757  (meters)    5747.22   (feet)  ADJUSTED  
 MT0313  ___________________________________________________________________
 MT0313  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 MT0313  DYNAMIC HT  -        1750.289 (meters)    5742.41  (feet)  COMP
 MT0313  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 MT0313
 MT0313  VERT ORDER  -  SECOND    CLASS 0
 MT0313
 MT0313.The horizontal coordinates were scaled from a topographic map and have
 MT0313.an estimated accuracy of +/- 6 seconds.
 MT0313
 MT0313.The orthometric height was determined by differential leveling
 MT0313.and adjusted by the National Geodetic Survey in June 1991..
 MT0313
 MT0313.The geoid height was determined by GEOID03.
 MT0313
 MT0313.The dynamic height is computed by dividing the NAVD 88
 MT0313.geopotential number by the normal gravity value computed on the
 MT0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0313.degrees latitude (g = 980.6199 gals.).
 MT0313
 MT0313.The modeled gravity was interpolated from observed gravity values.
 MT0313
 MT0313;                    North         East    Units  Estimated Accuracy
 MT0313;SPC NV E     - 8,700,360.      251,230.      MT  (+/- 180 meters Scaled)
 MT0313
 MT0313                          SUPERSEDED SURVEY CONTROL
 MT0313
 MT0313  NGVD 29 (??/??/92) 1750.588  (m)         5743.39   (f) ADJ UNCH    2 0
 MT0313
 MT0313.Superseded values are not recommended for survey control.
 MT0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0313.See file dsdata.txt to determine how the superseded data were derived.
 MT0313
 MT0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF702472(NAD 83)
 MT0313_MARKER: DB = BENCH MARK DISK
 MT0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MT0313_SP_SET: CULVERT
 MT0313_STAMPING: N 38 1934
 MT0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0313
 MT0313  HISTORY     - Date     Condition        Report By
 MT0313  HISTORY     - 1934     MONUMENTED       CGS
 MT0313
 MT0313                          STATION DESCRIPTION
 MT0313
 MT0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0313'4.3 MI E FROM WELLS.
 MT0313'4.3 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE WATER TANK
 MT0313'AT WELLS, ELKO COUNTY, AT CONCRETE CULVERT 721.08, IN THE TOP OF THE
 MT0313'SOUTH CORNER OF THE WEST HEADWALL, 24 FEET WEST OF THE CENTERLINE OF
 MT0313'THE TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 MT0313'STAMPED N 38 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1692 ***********************************************************************
 GR1692  DESIGNATION -  N 38
 GR1692  PID         -  GR1692
 GR1692  STATE/COUNTY-  NV/CLARK
 GR1692  USGS QUAD   -  MIDDLE POINT (1983)
 GR1692
 GR1692                         *CURRENT SURVEY CONTROL
 GR1692  ___________________________________________________________________
 GR1692* NAD 83(1994)-  36 12 03.87988(N)    114 23 33.54076(W)     ADJUSTED  
 GR1692* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1692  ___________________________________________________________________
 GR1692  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 GR1692  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 GR1692
 GR1692  HORZ ORDER  -  THIRD
 GR1692
 GR1692.The horizontal coordinates were established by classical geodetic methods
 GR1692.and adjusted by the National Geodetic Survey in June 1998..
 GR1692
 GR1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1692
 GR1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1692
 GR1692.The geoid height was determined by GEOID03.
 GR1692
 GR1692;                    North         East     Units Scale Factor Converg.
 GR1692;SPC NV E     - 8,161,637.169   307,074.830   MT  1.00004122   +0 42 11.9
 GR1692;SPC NV E     -26,776,971.28  1,007,461.34   sFT  1.00004122   +0 42 11.9
 GR1692;UTM  11      - 4,009,402.851   734,420.910   MT  1.00027715   +1 32 26.4
 GR1692
 GR1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1692!SPC NV E     -   0.99994695  x   1.00004122  =   0.99998817
 GR1692!UTM  11      -   0.99994695  x   1.00027715  =   1.00022409
 GR1692
 GR1692:                Primary Azimuth Mark                     Grid Az
 GR1692:SPC NV E     -  N 36                                     156 00 29.2
 GR1692:UTM  11      -  N 36                                     155 10 14.7
 GR1692
 GR1692|---------------------------------------------------------------------|
 GR1692| PID    Reference Object                     Distance      Geod. Az  |
 GR1692|                                                           dddmmss.s |
 GR1692| GR1688 N 36                                APPROX. 2.2 KM 1564241.1 |
 GR1692|---------------------------------------------------------------------|
 GR1692
 GR1692                          SUPERSEDED SURVEY CONTROL
 GR1692
 GR1692  NAD 83(1994)-  36 12 03.87995(N)    114 23 33.54076(W) AD(       ) 3
 GR1692  NAD 83(1992)-  36 12 03.87990(N)    114 23 33.54077(W) AD(       ) 3
 GR1692  NAD 83(1986)-  36 12 03.86720(N)    114 23 33.53392(W) AD(       ) 3
 GR1692  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1692
 GR1692.Superseded values are not recommended for survey control.
 GR1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1692.See file dsdata.txt to determine how the superseded data were derived.
 GR1692
 GR1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3442109403(NAD 83)
 GR1692_MARKER: DS = TRIANGULATION STATION DISK
 GR1692_SETTING: 80 = SET IN A BOULDER
 GR1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1692+STABILITY: SURFACE MOTION
 GR1692
 GR1692  HISTORY     - Date     Condition        Report By
 GR1692  HISTORY     - 1948     MONUMENTED       USGS
 GR1692
 GR1692                          STATION DESCRIPTION
 GR1692
 GR1692'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1692'LOCATED ABOUT 4.4 MI S. OF MIDDLE OF HERON ISLAND.  ON EAST SIDE
 GR1692'OF VIRGIN ARM, ABOUT 100 FT. NE. OF SOUTHWEST END OF RIDGE, ABOUT
 GR1692'15 FT. ABOVE HIGH WATER MARK.
 GR1692'
 GR1692'TO REACH NOT GIVEN.
 GR1692'
 GR1692'STATION MARK--STANDARD TABLET STAMPED---N38 1948---, CEMENTED IN
 GR1692'TOP OF BOULDER IN PLACE.
 GR1692'
 GR1692'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1693 ***********************************************************************
 GR1693  DESIGNATION -  N 38 A
 GR1693  PID         -  GR1693
 GR1693  STATE/COUNTY-  NV/CLARK
 GR1693  USGS QUAD   -  MIDDLE POINT (1983)
 GR1693
 GR1693                         *CURRENT SURVEY CONTROL
 GR1693  ___________________________________________________________________
 GR1693* NAD 83(1994)-  36 12 40.93291(N)    114 23 06.24426(W)     ADJUSTED  
 GR1693* NAVD 88     -       366.6    (meters)    1203.     (feet)  VERTCON   
 GR1693  ___________________________________________________________________
 GR1693  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 GR1693  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 GR1693
 GR1693  HORZ ORDER  -  THIRD
 GR1693
 GR1693.The horizontal coordinates were established by classical geodetic methods
 GR1693.and adjusted by the National Geodetic Survey in June 1998..
 GR1693
 GR1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1693
 GR1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1693
 GR1693.The geoid height was determined by GEOID03.
 GR1693
 GR1693;                    North         East     Units Scale Factor Converg.
 GR1693;SPC NV E     - 8,162,787.614   307,742.610   MT  1.00004299   +0 42 28.7
 GR1693;SPC NV E     -26,780,745.70  1,009,652.21   sFT  1.00004299   +0 42 28.7
 GR1693;UTM  11      - 4,010,563.209   735,071.959   MT  1.00028091   +1 32 43.9
 GR1693
 GR1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1693!SPC NV E     -   0.99994679  x   1.00004299  =   0.99998978
 GR1693!UTM  11      -   0.99994679  x   1.00028091  =   1.00022768
 GR1693
 GR1693                          SUPERSEDED SURVEY CONTROL
 GR1693
 GR1693  NAD 83(1994)-  36 12 40.93299(N)    114 23 06.24424(W) AD(       ) 3
 GR1693  NAD 83(1992)-  36 12 40.93293(N)    114 23 06.24426(W) AD(       ) 3
 GR1693  NAD 83(1986)-  36 12 40.92010(N)    114 23 06.23735(W) AD(       ) 3
 GR1693  NGVD 29 (06/27/88)  366.0    (m)         1201.     (f) VERT ANG       
 GR1693
 GR1693.Superseded values are not recommended for survey control.
 GR1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1693.See file dsdata.txt to determine how the superseded data were derived.
 GR1693
 GR1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3507210563(NAD 83)
 GR1693_MARKER: DS = TRIANGULATION STATION DISK
 GR1693_SETTING: 80 = SET IN A BOULDER
 GR1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1693+STABILITY: SURFACE MOTION
 GR1693
 GR1693  HISTORY     - Date     Condition        Report By
 GR1693  HISTORY     - 1948     MONUMENTED       USGS
 GR1693
 GR1693                          STATION DESCRIPTION
 GR1693
 GR1693'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1693'NOT OCCUPIED.
 GR1693'
 GR1693'LOCATED ABOUT 3.5 MI S. OF MIDDLE OF HERON ISLAND.  ON EAST SIDE
 GR1693'OF VIRGIN ARM, ABOUT 100 FT. E. OF HIGH WATER MARK AT WEST END OF
 GR1693'PROMINENT, E.-W. RIDGE, ABOUT 15 FT. ABOVE HIGH WATER MARK.
 GR1693'
 GR1693'STATION MARK--STANDARD TABLET STAMPED---N38A 1948---, CEMENTED IN
 GR1693'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0161 ***********************************************************************
 KR0161  DESIGNATION -  N 381
 KR0161  PID         -  KR0161
 KR0161  STATE/COUNTY-  NV/CHURCHILL
 KR0161  USGS QUAD   -  BELL MOUNTAIN (1972)
 KR0161
 KR0161                         *CURRENT SURVEY CONTROL
 KR0161  ___________________________________________________________________
 KR0161* NAD 83(1986)-  39 13 12.     (N)    118 01 11.     (W)     SCALED    
 KR0161* NAVD 88     -      1596.256  (meters)    5237.05   (feet)  ADJUSTED  
 KR0161  ___________________________________________________________________
 KR0161  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 KR0161  DYNAMIC HT  -        1594.694 (meters)    5231.93  (feet)  COMP
 KR0161  MODELED GRAV-     979,592.6   (mgal)                       NAVD 88
 KR0161
 KR0161  VERT ORDER  -  FIRST     CLASS II
 KR0161
 KR0161.The horizontal coordinates were scaled from a topographic map and have
 KR0161.an estimated accuracy of +/- 6 seconds.
 KR0161
 KR0161.The orthometric height was determined by differential leveling
 KR0161.and adjusted by the National Geodetic Survey in June 1991..
 KR0161
 KR0161.The geoid height was determined by GEOID03.
 KR0161
 KR0161.The dynamic height is computed by dividing the NAVD 88
 KR0161.geopotential number by the normal gravity value computed on the
 KR0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0161.degrees latitude (g = 980.6199 gals.).
 KR0161
 KR0161.The modeled gravity was interpolated from observed gravity values.
 KR0161
 KR0161;                    North         East    Units  Estimated Accuracy
 KR0161;SPC NV W     - 4,496,170.      848,670.      MT  (+/- 180 meters Scaled)
 KR0161
 KR0161                          SUPERSEDED SURVEY CONTROL
 KR0161
 KR0161  NGVD 29 (??/??/92) 1595.091  (m)         5233.23   (f) ADJ UNCH    1 2
 KR0161
 KR0161.Superseded values are not recommended for survey control.
 KR0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0161.See file dsdata.txt to determine how the superseded data were derived.
 KR0161
 KR0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD119416(NAD 83)
 KR0161_MARKER: DB = BENCH MARK DISK
 KR0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0161_STAMPING: N 381 1955
 KR0161_MARK LOGO: CGS   
 KR0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0161+STABILITY: SURFACE MOTION
 KR0161
 KR0161  HISTORY     - Date     Condition        Report By
 KR0161  HISTORY     - 1955     MONUMENTED       CGS
 KR0161  HISTORY     - 1967     GOOD             NGS
 KR0161  HISTORY     - 1984     GOOD             NGS
 KR0161
 KR0161                          STATION DESCRIPTION
 KR0161
 KR0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0161'13.25 MI SW FROM EASTGATE.
 KR0161'ABOUT 8.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KR0161'EASTGATE, THENCE 5.05 MILES SOUTH ALONG STATE HIGHWAY 23, 0.1 MILE
 KR0161'SOUTH OF A FILL, AT A SMALL CUT FOR THE HIGHWAY, 47 FEET EAST OF THE
 KR0161'CENTER LINE OF THE HIGHWAY, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 KR0161'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 KR0161'CONCRETE POST WHICH PROJECTS 4 INCHES.
 KR0161
 KR0161                          STATION RECOVERY (1984)
 KR0161
 KR0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KR0161'RECOVERED IN GOOD CONDITION.  NEW ROUTE TO BM FOLLOWS.  7.9 KM
 KR0161'(4.9 MI) WEST ALONG STATE HIGHWAY 722 FROM THE SERVICE STATION AND BAR
 KR0161'AT EASTGATE, THENCE 5.0 KM (3.1 MI) WEST ALONG US HIGHWAY 50, THENCE
 KR0161'8.4 KM (5.2 MI) SOUTH ALONG STATE HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0408 ***********************************************************************
 JQ0408  DESIGNATION -  N 382
 JQ0408  PID         -  JQ0408
 JQ0408  STATE/COUNTY-  NV/NYE
 JQ0408  USGS QUAD   -  GABBS (1988)
 JQ0408
 JQ0408                         *CURRENT SURVEY CONTROL
 JQ0408  ___________________________________________________________________
 JQ0408* NAD 83(1986)-  38 46 19.     (N)    117 57 38.     (W)     SCALED    
 JQ0408* NAVD 88     -      1582.18   (+/-2cm)    5190.9    (feet)  VERTCON   
 JQ0408  ___________________________________________________________________
 JQ0408  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 JQ0408
 JQ0408  VERT ORDER  -  FIRST     CLASS II (See Below)
 JQ0408
 JQ0408.The horizontal coordinates were scaled from a topographic map and have
 JQ0408.an estimated accuracy of +/- 6 seconds.
 JQ0408
 JQ0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0408.The vertical order pertains to the NGVD 29 superseded value.
 JQ0408
 JQ0408.The geoid height was determined by GEOID03.
 JQ0408
 JQ0408;                    North         East    Units  Estimated Accuracy
 JQ0408;SPC NV C     - 6,447,080.      387,570.      MT  (+/- 180 meters Scaled)
 JQ0408
 JQ0408                          SUPERSEDED SURVEY CONTROL
 JQ0408
 JQ0408  NGVD 29 (??/??/92) 1581.063  (m)         5187.20   (f) ADJ UNCH    1 2
 JQ0408
 JQ0408.Superseded values are not recommended for survey control.
 JQ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0408.See file dsdata.txt to determine how the superseded data were derived.
 JQ0408
 JQ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC165919(NAD 83)
 JQ0408_MARKER: DB = BENCH MARK DISK
 JQ0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JQ0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JQ0408_STAMPING: N 382 1955
 JQ0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JQ0408+STABILITY: SURFACE MOTION
 JQ0408
 JQ0408  HISTORY     - Date     Condition        Report By
 JQ0408  HISTORY     - 1955     MONUMENTED       CGS
 JQ0408
 JQ0408                          STATION DESCRIPTION
 JQ0408
 JQ0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JQ0408'7.8 MI NW FROM GOLDYKE.
 JQ0408'7.8 MILES NORTHWEST ALONG A GRADED ROAD FROM THE SPRING AT GOLDYKE,
 JQ0408'7.5 MILES SOUTH OF GABBS, 0.1 MILE SOUTH OF A SHARP CURVE AND A POINT
 JQ0408'WHERE THE ROAD LEAVES A DRY WASH, 68 FEET EAST OF THE CENTER LINE OF
 JQ0408'THE ROAD, 2.3 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET
 JQ0408'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JQ0408'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0215 ***********************************************************************
 KR0215  DESIGNATION -  N 383
 KR0215  PID         -  KR0215
 KR0215  STATE/COUNTY-  NV/CHURCHILL
 KR0215  USGS QUAD   -  BUNEJUG MTS (1985)
 KR0215
 KR0215                         *CURRENT SURVEY CONTROL
 KR0215  ___________________________________________________________________
 KR0215* NAD 83(1986)-  39 20 53.     (N)    118 32 11.     (W)     SCALED    
 KR0215* NAVD 88     -      1196.008  (meters)    3923.90   (feet)  ADJUSTED  
 KR0215  ___________________________________________________________________
 KR0215  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 KR0215  DYNAMIC HT  -        1194.956 (meters)    3920.45  (feet)  COMP
 KR0215  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 KR0215
 KR0215  VERT ORDER  -  FIRST     CLASS II
 KR0215
 KR0215.The horizontal coordinates were scaled from a topographic map and have
 KR0215.an estimated accuracy of +/- 6 seconds.
 KR0215
 KR0215.The orthometric height was determined by differential leveling
 KR0215.and adjusted by the National Geodetic Survey in June 1991..
 KR0215.WARNING-Repeat measurements at this control monument indicate possible
 KR0215.vertical movement.
 KR0215
 KR0215.The geoid height was determined by GEOID03.
 KR0215
 KR0215.The dynamic height is computed by dividing the NAVD 88
 KR0215.geopotential number by the normal gravity value computed on the
 KR0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0215.degrees latitude (g = 980.6199 gals.).
 KR0215
 KR0215.The modeled gravity was interpolated from observed gravity values.
 KR0215
 KR0215;                    North         East    Units  Estimated Accuracy
 KR0215;SPC NV W     - 4,510,240.      804,050.      MT  (+/- 180 meters Scaled)
 KR0215
 KR0215                          SUPERSEDED SURVEY CONTROL
 KR0215
 KR0215  NGVD 29 (??/??/92) 1195.019  (m)         3920.66   (f) ADJ UNCH    1 2
 KR0215
 KR0215.Superseded values are not recommended for survey control.
 KR0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0215.See file dsdata.txt to determine how the superseded data were derived.
 KR0215
 KR0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD676565(NAD 83)
 KR0215_MARKER: DB = BENCH MARK DISK
 KR0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0215_SP_SET: CONCRETE POST
 KR0215_STAMPING: N 383 1955
 KR0215_MARK LOGO: CGS   
 KR0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0215+STABILITY: SURFACE MOTION
 KR0215
 KR0215  HISTORY     - Date     Condition        Report By
 KR0215  HISTORY     - 1955     MONUMENTED       CGS
 KR0215  HISTORY     - 1967     GOOD             NGS
 KR0215  HISTORY     - 1986     GOOD             NGS
 KR0215
 KR0215                          STATION DESCRIPTION
 KR0215
 KR0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0215'3.2 MI SE FROM SALT WELLS.
 KR0215'ABOUT 3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE SERVICE
 KR0215'STATION AT SALT WELLS, IN SECTION 8, T 17 N, R 31 E, 112 1/2 FEET
 KR0215'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 62 FEET NORTHEAST OF
 KR0215'BENCH MARK NO. 6 (NSHD), 2.3 FEET SOUTHWEST OF A WOODEN WITNESS POST,
 KR0215'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 KR0215'CONCRETE POST WHICH PROJECTS 4 INCHES.
 KR0215
 KR0215                          STATION RECOVERY (1986)
 KR0215
 KR0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0215'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 KR0215'0.3 METER (1.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0180 ***********************************************************************
 KQ0180  DESIGNATION -  N 384
 KQ0180  PID         -  KQ0180
 KQ0180  STATE/COUNTY-  NV/LANDER
 KQ0180  USGS QUAD   -  YANKEE BLADE (1982)
 KQ0180
 KQ0180                         *CURRENT SURVEY CONTROL
 KQ0180  ___________________________________________________________________
 KQ0180* NAD 83(1986)-  39 30 07.     (N)    117 05 12.     (W)     SCALED    
 KQ0180* NAVD 88     -      1893.852  (meters)    6213.41   (feet)  ADJUSTED  
 KQ0180  ___________________________________________________________________
 KQ0180  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 KQ0180  DYNAMIC HT  -        1891.912 (meters)    6207.05  (feet)  COMP
 KQ0180  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 KQ0180
 KQ0180  VERT ORDER  -  FIRST     CLASS II
 KQ0180
 KQ0180.The horizontal coordinates were scaled from a topographic map and have
 KQ0180.an estimated accuracy of +/- 6 seconds.
 KQ0180
 KQ0180.The orthometric height was determined by differential leveling
 KQ0180.and adjusted by the National Geodetic Survey in June 1991..
 KQ0180
 KQ0180.The geoid height was determined by GEOID03.
 KQ0180
 KQ0180.The dynamic height is computed by dividing the NAVD 88
 KQ0180.geopotential number by the normal gravity value computed on the
 KQ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0180.degrees latitude (g = 980.6199 gals.).
 KQ0180
 KQ0180.The modeled gravity was interpolated from observed gravity values.
 KQ0180
 KQ0180;                    North         East    Units  Estimated Accuracy
 KQ0180;SPC NV C     - 6,527,400.      463,880.      MT  (+/- 180 meters Scaled)
 KQ0180
 KQ0180                          SUPERSEDED SURVEY CONTROL
 KQ0180
 KQ0180  NGVD 29 (??/??/92) 1892.571  (m)         6209.21   (f) ADJ UNCH    1 2
 KQ0180
 KQ0180.Superseded values are not recommended for survey control.
 KQ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0180.See file dsdata.txt to determine how the superseded data were derived.
 KQ0180
 KQ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD925724(NAD 83)
 KQ0180_MARKER: DB = BENCH MARK DISK
 KQ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0180_STAMPING: N 384 1955
 KQ0180_MARK LOGO: CGS   
 KQ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0180+STABILITY: SURFACE MOTION
 KQ0180
 KQ0180  HISTORY     - Date     Condition        Report By
 KQ0180  HISTORY     - 1955     MONUMENTED       CGS
 KQ0180  HISTORY     - 1985     GOOD             NGS
 KQ0180
 KQ0180                          STATION DESCRIPTION
 KQ0180
 KQ0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0180'1.1 MI NW FROM AUSTIN.
 KQ0180'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0180'AT AUSTIN, AT THE ESCOBAR AIRPORT, AT THE EAST END OF THE DIRT RUNWAY,
 KQ0180'10.1 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE HANGAR BUILDING,
 KQ0180'264.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 236.3 FEET
 KQ0180'NORTHWEST OF THE NORTHWEST CORNER OF THE FENCE AROUND THE F AND AM
 KQ0180'CEMETARY, 78 FEET SOUTH OF THE CENTER LINE OF THE RUNWAY, 2.2 FEET
 KQ0180'NORTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE RUNWAY, AND SET
 KQ0180'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KQ0180
 KQ0180                          STATION RECOVERY (1985)
 KQ0180
 KQ0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0180'RECOVERED IN GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE EXCEPT
 KQ0180'THAT THE HANGER REFERRED TO THEREIN NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0212 ***********************************************************************
 KQ0212  DESIGNATION -  N 385
 KQ0212  PID         -  KQ0212
 KQ0212  STATE/COUNTY-  NV/LANDER
 KQ0212  USGS QUAD   -  AUSTIN (1988)
 KQ0212
 KQ0212                         *CURRENT SURVEY CONTROL
 KQ0212  ___________________________________________________________________
 KQ0212* NAD 83(1986)-  39 29 17.     (N)    117 03 33.     (W)     SCALED    
 KQ0212* NAVD 88     -      2079.692  (meters)    6823.12   (feet)  ADJUSTED  
 KQ0212  ___________________________________________________________________
 KQ0212  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 KQ0212  DYNAMIC HT  -        2077.506 (meters)    6815.95  (feet)  COMP
 KQ0212  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 KQ0212
 KQ0212  VERT ORDER  -  FIRST     CLASS II
 KQ0212
 KQ0212.The horizontal coordinates were scaled from a topographic map and have
 KQ0212.an estimated accuracy of +/- 6 seconds.
 KQ0212
 KQ0212.The orthometric height was determined by differential leveling
 KQ0212.and adjusted by the National Geodetic Survey in June 1991..
 KQ0212
 KQ0212.The geoid height was determined by GEOID03.
 KQ0212
 KQ0212.The dynamic height is computed by dividing the NAVD 88
 KQ0212.geopotential number by the normal gravity value computed on the
 KQ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0212.degrees latitude (g = 980.6199 gals.).
 KQ0212
 KQ0212.The modeled gravity was interpolated from observed gravity values.
 KQ0212
 KQ0212;                    North         East    Units  Estimated Accuracy
 KQ0212;SPC NV C     - 6,525,850.      466,240.      MT  (+/- 180 meters Scaled)
 KQ0212
 KQ0212                          SUPERSEDED SURVEY CONTROL
 KQ0212
 KQ0212  NGVD 29 (??/??/92) 2078.378  (m)         6818.81   (f) ADJ UNCH    1 2
 KQ0212
 KQ0212.Superseded values are not recommended for survey control.
 KQ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0212.See file dsdata.txt to determine how the superseded data were derived.
 KQ0212
 KQ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD949709(NAD 83)
 KQ0212_MARKER: DB = BENCH MARK DISK
 KQ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0212_STAMPING: N 385 1955
 KQ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0212+STABILITY: SURFACE MOTION
 KQ0212
 KQ0212  HISTORY     - Date     Condition        Report By
 KQ0212  HISTORY     - 1955     MONUMENTED       CGS
 KQ0212  HISTORY     - 1984     MARK NOT FOUND   USGS
 KQ0212  HISTORY     - 1985     MARK NOT FOUND   NGS
 KQ0212
 KQ0212                          STATION DESCRIPTION
 KQ0212
 KQ0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KQ0212'0.7 MI SE FROM AUSTIN.
 KQ0212'0.7 MILE SOUTHEAST ALONG U. S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0212'AT AUSTIN, ON THE INSIDE OF A HORSESHOE CURVE, 92.3 FEET NORTH OF THE
 KQ0212'CENTER OF THE NORTHWEST END OF A 48-INCH CORRUGATED METAL PIPE
 KQ0212'CULVERT, 90.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 74 FEET
 KQ0212'EAST OF THE SOUTHEAST END OF A HISTORICAL MARKER SIGN, 1.6 FEET SOUTH
 KQ0212'OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 KQ0212'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KQ0212
 KQ0212                          STATION RECOVERY (1984)
 KQ0212
 KQ0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KQ0212'MARK NOT FOUND.
 KQ0212
 KQ0212                          STATION RECOVERY (1985)
 KQ0212
 KQ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0089 ***********************************************************************
 KR0089  DESIGNATION -  N 386
 KR0089  PID         -  KR0089
 KR0089  STATE/COUNTY-  NV/CHURCHILL
 KR0089  USGS QUAD   -  PIROUETTE MTN (1972)
 KR0089
 KR0089                         *CURRENT SURVEY CONTROL
 KR0089  ___________________________________________________________________
 KR0089* NAD 83(1986)-  39 27 15.     (N)    118 09 19.     (W)     SCALED    
 KR0089* NAVD 88     -      1195.516  (meters)    3922.29   (feet)  ADJUSTED  
 KR0089  ___________________________________________________________________
 KR0089  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 KR0089  DYNAMIC HT  -        1194.458 (meters)    3918.82  (feet)  COMP
 KR0089  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 KR0089
 KR0089  VERT ORDER  -  FIRST     CLASS II
 KR0089
 KR0089.The horizontal coordinates were scaled from a topographic map and have
 KR0089.an estimated accuracy of +/- 6 seconds.
 KR0089
 KR0089.The orthometric height was determined by differential leveling
 KR0089.and adjusted by the National Geodetic Survey in June 1991..
 KR0089
 KR0089.The geoid height was determined by GEOID03.
 KR0089
 KR0089.The dynamic height is computed by dividing the NAVD 88
 KR0089.geopotential number by the normal gravity value computed on the
 KR0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0089.degrees latitude (g = 980.6199 gals.).
 KR0089
 KR0089.The modeled gravity was interpolated from observed gravity values.
 KR0089
 KR0089;                    North         East    Units  Estimated Accuracy
 KR0089;SPC NV W     - 4,522,100.      836,840.      MT  (+/- 180 meters Scaled)
 KR0089
 KR0089                          SUPERSEDED SURVEY CONTROL
 KR0089
 KR0089  NGVD 29 (??/??/92) 1194.502  (m)         3918.96   (f) ADJ UNCH    1 2
 KR0089
 KR0089.Superseded values are not recommended for survey control.
 KR0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0089.See file dsdata.txt to determine how the superseded data were derived.
 KR0089
 KR0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD006678(NAD 83)
 KR0089_MARKER: DB = BENCH MARK DISK
 KR0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0089_STAMPING: N 386 1955
 KR0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0089+STABILITY: SURFACE MOTION
 KR0089
 KR0089  HISTORY     - Date     Condition        Report By
 KR0089  HISTORY     - 1955     MONUMENTED       CGS
 KR0089  HISTORY     - 1972     GOOD             USGS
 KR0089
 KR0089                          STATION DESCRIPTION
 KR0089
 KR0089'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KR0089'17.6 MI NE FROM FRENCHMEN STATION.
 KR0089'5.8 MI. EAST ALONG US HWY 50 FROM THE SERVICE STATION AT FRENCHMEN
 KR0089'STATION, THENCE 11.8 MI. NORTH (TOWARDS DIXIE VALLEY) ALONG THE NEW
 KR0089'COUNTY GRADED ROAD TO BENCH MARK.  BENCH MARK IS 100 FT. EAST AND 0.5
 KR0089'FT. BELOW THE NEW COUNTY ROAD.  SET IN THE TOP OF A CONCRETE POST
 KR0089'WHICH PROJECTS 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0026 ***********************************************************************
 KR0026  DESIGNATION -  N 387
 KR0026  PID         -  KR0026
 KR0026  STATE/COUNTY-  NV/CHURCHILL
 KR0026  USGS QUAD   -  I X L CANYON (1980)
 KR0026
 KR0026                         *CURRENT SURVEY CONTROL
 KR0026  ___________________________________________________________________
 KR0026* NAD 83(1986)-  39 40 30.     (N)    118 14 48.     (W)     SCALED    
 KR0026* NAVD 88     -      1996.680  (meters)    6550.77   (feet)  ADJUSTED  
 KR0026  ___________________________________________________________________
 KR0026  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 KR0026  DYNAMIC HT  -        1994.742 (meters)    6544.42  (feet)  COMP
 KR0026  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 KR0026
 KR0026  VERT ORDER  -  FIRST     CLASS II
 KR0026
 KR0026.The horizontal coordinates were scaled from a topographic map and have
 KR0026.an estimated accuracy of +/- 6 seconds.
 KR0026
 KR0026.The orthometric height was determined by differential leveling
 KR0026.and adjusted by the National Geodetic Survey in June 1991..
 KR0026
 KR0026.The geoid height was determined by GEOID03.
 KR0026
 KR0026.The dynamic height is computed by dividing the NAVD 88
 KR0026.geopotential number by the normal gravity value computed on the
 KR0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0026.degrees latitude (g = 980.6199 gals.).
 KR0026
 KR0026.The modeled gravity was interpolated from observed gravity values.
 KR0026
 KR0026;                    North         East    Units  Estimated Accuracy
 KR0026;SPC NV W     - 4,546,590.      828,880.      MT  (+/- 180 meters Scaled)
 KR0026
 KR0026                          SUPERSEDED SURVEY CONTROL
 KR0026
 KR0026  NGVD 29 (??/??/92) 1995.570  (m)         6547.13   (f) ADJ UNCH    1 2
 KR0026
 KR0026.Superseded values are not recommended for survey control.
 KR0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0026.See file dsdata.txt to determine how the superseded data were derived.
 KR0026
 KR0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD930924(NAD 83)
 KR0026_MARKER: DB = BENCH MARK DISK
 KR0026_SETTING: 66 = SET IN ROCK OUTCROP
 KR0026_SP_SET: ROCK OUTCROP
 KR0026_STAMPING: N 387 1955
 KR0026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR0026+STABILITY: POSITION/ELEVATION WELL
 KR0026
 KR0026  HISTORY     - Date     Condition        Report By
 KR0026  HISTORY     - 1955     MONUMENTED       CGS
 KR0026
 KR0026                          STATION DESCRIPTION
 KR0026
 KR0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0026'7.7 MI E FROM DESERT WELL.
 KR0026'1.1 MILES NORTHEAST ALONG A TRACK ROAD FROM DESERT WELL, THENCE 2.0
 KR0026'MILES NORTHEAST ALONG A COUNTY GRADED ROAD, THENCE 1.4 MILES SOUTHEAST
 KR0026'ALONG A GRADED ROAD, THENCE 2.2 MILES SOUTHEAST ALONG A TRACK ROAD,
 KR0026'THENCE 1.0 MILES NORTHEAST ALONG AN OLD TRAIL, IN THE TOP OF A 2- BY
 KR0026'1/2-FOOT ROCK OUTCROP FLUSH WITH THE GROUND, 10 1/2 FEET NORTH OF THE
 KR0026'CENTER LINE OF THE TRAIL, 10 1/2 FEET NORTHWEST OF A ROCK MARKED BY
 KR0026'THE WHITE PAINTED LETTERS USBM, 8 FEET NORTHEAST OF A ROCK MARKED BY
 KR0026'THE WHITE PAINTED LETTERS BM, 1.0 FOOT EAST OF A CAIRN, AND ABOUT 1
 KR0026'FOOT HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0196 ***********************************************************************
 KR0196  DESIGNATION -  N 388
 KR0196  PID         -  KR0196
 KR0196  STATE/COUNTY-  NV/CHURCHILL
 KR0196  USGS QUAD   -  LAHONTAN MTS (1985)
 KR0196
 KR0196                         *CURRENT SURVEY CONTROL
 KR0196  ___________________________________________________________________
 KR0196* NAD 83(1986)-  39 27 23.     (N)    118 31 24.     (W)     SCALED    
 KR0196* NAVD 88     -      1207.031  (meters)    3960.07   (feet)  ADJUSTED  
 KR0196  ___________________________________________________________________
 KR0196  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 KR0196  DYNAMIC HT  -        1206.000 (meters)    3956.68  (feet)  COMP
 KR0196  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 KR0196
 KR0196  VERT ORDER  -  FIRST     CLASS II
 KR0196
 KR0196.The horizontal coordinates were scaled from a topographic map and have
 KR0196.an estimated accuracy of +/- 6 seconds.
 KR0196
 KR0196.The orthometric height was determined by differential leveling
 KR0196.and adjusted by the National Geodetic Survey in June 1991..
 KR0196.WARNING-Repeat measurements at this control monument indicate possible
 KR0196.vertical movement.
 KR0196
 KR0196.The geoid height was determined by GEOID03.
 KR0196
 KR0196.The dynamic height is computed by dividing the NAVD 88
 KR0196.geopotential number by the normal gravity value computed on the
 KR0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0196.degrees latitude (g = 980.6199 gals.).
 KR0196
 KR0196.The modeled gravity was interpolated from observed gravity values.
 KR0196
 KR0196;                    North         East    Units  Estimated Accuracy
 KR0196;SPC NV W     - 4,522,260.      805,160.      MT  (+/- 180 meters Scaled)
 KR0196
 KR0196                          SUPERSEDED SURVEY CONTROL
 KR0196
 KR0196  NGVD 29 (??/??/92) 1206.066  (m)         3956.90   (f) ADJ UNCH    1 2
 KR0196
 KR0196.Superseded values are not recommended for survey control.
 KR0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0196.See file dsdata.txt to determine how the superseded data were derived.
 KR0196
 KR0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD689685(NAD 83)
 KR0196_MARKER: DB = BENCH MARK DISK
 KR0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR0196_STAMPING: N 388 1955
 KR0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR0196+STABILITY: SURFACE MOTION
 KR0196
 KR0196  HISTORY     - Date     Condition        Report By
 KR0196  HISTORY     - 1955     MONUMENTED       CGS
 KR0196  HISTORY     - 1967     GOOD             NGS
 KR0196  HISTORY     - 20060519 POOR             GEOCAC
 KR0196
 KR0196                          STATION DESCRIPTION
 KR0196
 KR0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0196'7.35 MI S FROM STILLWATER.
 KR0196'ABOUT 1.5 MILES WEST ALONG STILLWATER ROAD FROM BRIDGE NUMBER 293 OVER
 KR0196'A LARGE DRAINAGE DITCH AT STILLWATER, THENCE 1.65 MILES SOUTH ALONG A
 KR0196'DIRT ROAD WHICH PARALLELS THE WEST SIDE OF AN IRRIGATION CANAL, THENCE
 KR0196'0.55 MILE SOUTHEAST ALONG A DIRT ROAD WHICH PARALLELS THE SOUTHWEST
 KR0196'SIDE OF AN IRRIGATION CANAL, THENCE 2.0 MILES SOUTH ALONG A DIRT ROAD,
 KR0196'THENCE 1.75 MILES EAST ALONG A DIRT ROAD, THENCE 0.1 MILE NORTH ALONG
 KR0196'A DIRT ROAD, IN SECTION 5, T 18 N, R 31 E, 36 FEET EAST OF THE CENTER
 KR0196'LINE OF THE ROAD, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 KR0196'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 KR0196'INCHES.
 KR0196
 KR0196                          STATION RECOVERY (2006)
 KR0196
 KR0196'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0196'CONCRETE POST IS HEAVILY DAMAGED AND STATION DISK IS MISSING.
 KR0196'OBSERVED GPSR COORDINATES N 39 27 23.28, W 118 31 23.52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0550 ***********************************************************************
 KR0550  DESIGNATION -  N 389
 KR0550  PID         -  KR0550
 KR0550  STATE/COUNTY-  NV/CHURCHILL
 KR0550  USGS QUAD   -  STILLWATER (1985)
 KR0550
 KR0550                         *CURRENT SURVEY CONTROL
 KR0550  ___________________________________________________________________
 KR0550* NAD 83(1986)-  39 31 10.     (N)    118 34 16.     (W)     SCALED    
 KR0550* NAVD 88     -      1190.165  (meters)    3904.73   (feet)  ADJUSTED  
 KR0550  ___________________________________________________________________
 KR0550  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 KR0550  DYNAMIC HT  -        1189.146 (meters)    3901.39  (feet)  COMP
 KR0550  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 KR0550
 KR0550  VERT ORDER  -  FIRST     CLASS II
 KR0550
 KR0550.The horizontal coordinates were scaled from a topographic map and have
 KR0550.an estimated accuracy of +/- 6 seconds.
 KR0550
 KR0550.The orthometric height was determined by differential leveling
 KR0550.and adjusted by the National Geodetic Survey in June 1991..
 KR0550
 KR0550.The geoid height was determined by GEOID03.
 KR0550
 KR0550.The dynamic height is computed by dividing the NAVD 88
 KR0550.geopotential number by the normal gravity value computed on the
 KR0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0550.degrees latitude (g = 980.6199 gals.).
 KR0550
 KR0550.The modeled gravity was interpolated from observed gravity values.
 KR0550
 KR0550;                    North         East    Units  Estimated Accuracy
 KR0550;SPC NV W     - 4,529,260.      801,050.      MT  (+/- 180 meters Scaled)
 KR0550
 KR0550                          SUPERSEDED SURVEY CONTROL
 KR0550
 KR0550  NGVD 29 (??/??/92) 1189.220  (m)         3901.63   (f) ADJ UNCH    1 2
 KR0550
 KR0550.Superseded values are not recommended for survey control.
 KR0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0550.See file dsdata.txt to determine how the superseded data were derived.
 KR0550
 KR0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD649756(NAD 83)
 KR0550_MARKER: DB = BENCH MARK DISK
 KR0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0550_SP_SET: CULVERT
 KR0550_STAMPING: N 389 1955
 KR0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0550
 KR0550  HISTORY     - Date     Condition        Report By
 KR0550  HISTORY     - 1955     MONUMENTED       CGS
 KR0550  HISTORY     - 20060407 GOOD             GEOCAC
 KR0550
 KR0550                          STATION DESCRIPTION
 KR0550
 KR0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KR0550'1.4 MI W FROM STILLWATER.
 KR0550'1.4 MILES WEST ALONG HUNTER ROAD FROM THE STORE AND POST OFFICE AT
 KR0550'STILLWATER, ABOUT 60 YARDS WEST OF THE WEST ENTRANCE TO A WOODEN FRAME
 KR0550'SCHOOLHOUSE, IN THE TOP OF THE CENTER OF THE NORTH CONCRETE HEAD WALL
 KR0550'OF A 2- BY 4-FOOT CONCRETE BOX CULVERT, 28 1/2 FEET SOUTHWEST OF A
 KR0550'POWER LINE POLE, 16 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND
 KR0550'ABOUT LEVEL WITH THE ROAD.
 KR0550
 KR0550                          STATION RECOVERY (2006)
 KR0550
 KR0550'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0550'HUNTER ROAD NOW KNOWN AS STILLWATER ROAD/NV-116.  POWER POLE NUMBERED
 KR0550'158971.  STATION 0.15M (0.5FT) LOWER THAN THE ROAD.  OBSERVED GPSR
 KR0550'COORDINATES N39 31 09.30, W118 34 14.04.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0338 ***********************************************************************
 MT0338  DESIGNATION -  N 39
 MT0338  PID         -  MT0338
 MT0338  STATE/COUNTY-  NV/ELKO
 MT0338  USGS QUAD   -  HARRIS CANYON (1982)
 MT0338
 MT0338                         *CURRENT SURVEY CONTROL
 MT0338  ___________________________________________________________________
 MT0338* NAD 83(1986)-  41 37 10.     (N)    114 49 07.     (W)     SCALED    
 MT0338* NAVD 88     -      1710.512  (meters)    5611.90   (feet)  ADJUSTED  
 MT0338  ___________________________________________________________________
 MT0338  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 MT0338  DYNAMIC HT  -        1709.167 (meters)    5607.49  (feet)  COMP
 MT0338  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 MT0338
 MT0338  VERT ORDER  -  SECOND    CLASS 0
 MT0338
 MT0338.The horizontal coordinates were scaled from a topographic map and have
 MT0338.an estimated accuracy of +/- 6 seconds.
 MT0338
 MT0338.The orthometric height was determined by differential leveling
 MT0338.and adjusted by the National Geodetic Survey in June 1991..
 MT0338
 MT0338.The geoid height was determined by GEOID03.
 MT0338
 MT0338.The dynamic height is computed by dividing the NAVD 88
 MT0338.geopotential number by the normal gravity value computed on the
 MT0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0338.degrees latitude (g = 980.6199 gals.).
 MT0338
 MT0338.The modeled gravity was interpolated from observed gravity values.
 MT0338
 MT0338;                    North         East    Units  Estimated Accuracy
 MT0338;SPC NV E     - 8,762,720.      263,730.      MT  (+/- 180 meters Scaled)
 MT0338
 MT0338                          SUPERSEDED SURVEY CONTROL
 MT0338
 MT0338  NGVD 29 (??/??/92) 1709.327  (m)         5608.02   (f) ADJ UNCH    2 0
 MT0338
 MT0338.Superseded values are not recommended for survey control.
 MT0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0338.See file dsdata.txt to determine how the superseded data were derived.
 MT0338
 MT0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG817098(NAD 83)
 MT0338_MARKER: DB = BENCH MARK DISK
 MT0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0338_STAMPING: N-39 1934
 MT0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0338+STABILITY: SURFACE MOTION
 MT0338
 MT0338  HISTORY     - Date     Condition        Report By
 MT0338  HISTORY     - 1934     MONUMENTED       CGS
 MT0338
 MT0338                          STATION DESCRIPTION
 MT0338
 MT0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0338'5.8 MI S FROM HENRY.
 MT0338'5.8 MILES SOUTH OF O.S.L. RR WATER TANK AT HENRY 112 FEET NORTHWEST OF
 MT0338'MILE POST 81.  295 FEET SOUTHWEST OF HUBBARD RAILROAD SIDING
 MT0338'SIGNBOARD.  2 FEET WEST OF FENCE CORNER.  102 FEET WEST OF THE
 MT0338'CENTERLINE OF OREGON SHORT LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1694 ***********************************************************************
 GR1694  DESIGNATION -  N 39
 GR1694  PID         -  GR1694
 GR1694  STATE/COUNTY-  NV/CLARK
 GR1694  USGS QUAD   -  MIDDLE POINT (1983)
 GR1694
 GR1694                         *CURRENT SURVEY CONTROL
 GR1694  ___________________________________________________________________
 GR1694* NAD 83(1994)-  36 14 04.17914(N)    114 24 57.15390(W)     ADJUSTED  
 GR1694* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1694  ___________________________________________________________________
 GR1694  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 GR1694  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 GR1694
 GR1694  HORZ ORDER  -  THIRD
 GR1694
 GR1694.The horizontal coordinates were established by classical geodetic methods
 GR1694.and adjusted by the National Geodetic Survey in June 1998..
 GR1694
 GR1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1694
 GR1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1694
 GR1694.The geoid height was determined by GEOID03.
 GR1694
 GR1694;                    North         East     Units Scale Factor Converg.
 GR1694;SPC NV E     - 8,165,319.635   304,941.456   MT  1.00003565   +0 41 24.5
 GR1694;SPC NV E     -26,789,052.84  1,000,462.09   sFT  1.00003565   +0 41 24.5
 GR1694;UTM  11      - 4,013,054.583   732,233.420   MT  1.00026456   +1 31 41.3
 GR1694
 GR1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1694!SPC NV E     -   0.99994695  x   1.00003565  =   0.99998260
 GR1694!UTM  11      -   0.99994695  x   1.00026456  =   1.00021149
 GR1694
 GR1694:                Primary Azimuth Mark                     Grid Az
 GR1694:SPC NV E     -  N 37                                     213 16 03.0
 GR1694:UTM  11      -  N 37                                     212 25 46.2
 GR1694
 GR1694|---------------------------------------------------------------------|
 GR1694| PID    Reference Object                     Distance      Geod. Az  |
 GR1694|                                                           dddmmss.s |
 GR1694| GR1690 N 37                                APPROX. 3.3 KM 2135727.5 |
 GR1694|---------------------------------------------------------------------|
 GR1694
 GR1694                          SUPERSEDED SURVEY CONTROL
 GR1694
 GR1694  NAD 83(1994)-  36 14 04.17927(N)    114 24 57.15392(W) AD(       ) 3
 GR1694  NAD 83(1992)-  36 14 04.17918(N)    114 24 57.15392(W) AD(       ) 3
 GR1694  NAD 83(1986)-  36 14 04.16653(N)    114 24 57.14647(W) AD(       ) 3
 GR1694  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1694
 GR1694.Superseded values are not recommended for survey control.
 GR1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1694.See file dsdata.txt to determine how the superseded data were derived.
 GR1694
 GR1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3223313055(NAD 83)
 GR1694_MARKER: DS = TRIANGULATION STATION DISK
 GR1694_SETTING: 80 = SET IN A BOULDER
 GR1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1694+STABILITY: SURFACE MOTION
 GR1694
 GR1694  HISTORY     - Date     Condition        Report By
 GR1694  HISTORY     - 1948     MONUMENTED       USGS
 GR1694
 GR1694                          STATION DESCRIPTION
 GR1694
 GR1694'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1694'LOCATED ABOUT 2.6 MI S. OF MIDDLE OF HERON ISLAND.  ON WEST SIDE
 GR1694'OF VIRGIN ARM, ABOUT 40 FT. W. OF HIGH WATER MARK AT EAST END OF
 GR1694'PROMINENT RIDGE, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1694'
 GR1694'TO REACH NOT GIVEN.
 GR1694'
 GR1694'STATION MARK--STANDARD TABLET STAMPED---N39 1948---, CEMENTED IN
 GR1694'TOP OF BOULDER IN PLACE.
 GR1694'
 GR1694'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0348 ***********************************************************************
 KR0348  DESIGNATION -  N 390
 KR0348  PID         -  KR0348
 KR0348  STATE/COUNTY-  NV/CHURCHILL
 KR0348  USGS QUAD   -  FALLON (1985)
 KR0348
 KR0348                         *CURRENT SURVEY CONTROL
 KR0348  ___________________________________________________________________
 KR0348* NAD 83(1986)-  39 29 35.     (N)    118 46 02.     (W)     SCALED    
 KR0348* NAVD 88     -      1208.525  (meters)    3964.97   (feet)  ADJUSTED  
 KR0348  ___________________________________________________________________
 KR0348  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 KR0348  DYNAMIC HT  -        1207.486 (meters)    3961.56  (feet)  COMP
 KR0348  MODELED GRAV-     979,726.0   (mgal)                       NAVD 88
 KR0348
 KR0348  VERT ORDER  -  FIRST     CLASS II
 KR0348
 KR0348.The horizontal coordinates were scaled from a topographic map and have
 KR0348.an estimated accuracy of +/- 6 seconds.
 KR0348
 KR0348.The orthometric height was determined by differential leveling
 KR0348.and adjusted by the National Geodetic Survey in June 1991..
 KR0348.WARNING-Repeat measurements at this control monument indicate possible
 KR0348.vertical movement.
 KR0348
 KR0348.The geoid height was determined by GEOID03.
 KR0348
 KR0348.The dynamic height is computed by dividing the NAVD 88
 KR0348.geopotential number by the normal gravity value computed on the
 KR0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0348.degrees latitude (g = 980.6199 gals.).
 KR0348
 KR0348.The modeled gravity was interpolated from observed gravity values.
 KR0348
 KR0348;                    North         East    Units  Estimated Accuracy
 KR0348;SPC NV W     - 4,526,350.      784,180.      MT  (+/- 180 meters Scaled)
 KR0348
 KR0348                          SUPERSEDED SURVEY CONTROL
 KR0348
 KR0348  NGVD 29 (??/??/92) 1207.564  (m)         3961.82   (f) ADJ UNCH    1 2
 KR0348
 KR0348.Superseded values are not recommended for survey control.
 KR0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0348.See file dsdata.txt to determine how the superseded data were derived.
 KR0348
 KR0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD480729(NAD 83)
 KR0348_MARKER: DB = BENCH MARK DISK
 KR0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0348_SP_SET: CULVERT
 KR0348_STAMPING: N 390 1955
 KR0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR0348+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 KR0348
 KR0348  HISTORY     - Date     Condition        Report By
 KR0348  HISTORY     - 1955     MONUMENTED       CGS
 KR0348  HISTORY     - 1967     GOOD             NGS
 KR0348  HISTORY     - 20050914 GOOD             GEOCAC
 KR0348
 KR0348                          STATION DESCRIPTION
 KR0348
 KR0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0348'1.9 MI NE FROM FALLON.
 KR0348'ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAYS 95 ALTERNATE AND 50, WHICH IS
 KR0348'WILLIAMS AVENUE, FROM THE CITY HALL AT FALLON, THENCE 1.05 MILES NORTH
 KR0348'ALONG U.S. HIGHWAY 95, WHICH IS MAIN STREET, THENCE 0.8 MILE NORTHEAST
 KR0348'ALONG A PAVED ROAD, IN SECTION 19, T 19 N, R 29 E, 0.35 MILE WEST OF
 KR0348'THE MAIN ENTRANCE TO THE FALLON MUNICIPAL AIRPORT, 15 FEET SOUTH OF
 KR0348'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE SOUTHEAST END OF
 KR0348'THE SOUTHEAST WING WALL OF A 4- X 4-FOOT CONCRETE BOX CULVERT UNDER
 KR0348'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 KR0348
 KR0348                          STATION RECOVERY (2005)
 KR0348
 KR0348'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR0348'PAVED ROAD WHERE MARK IS LOCATED NOW KNOWN AS AIRPORT ROAD.  OBSERVED
 KR0348'GPSR COORDINATES N39 29 34.98 W118 45 52.68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0134 ***********************************************************************
 MU0134  DESIGNATION -  N 391
 MU0134  PID         -  MU0134
 MU0134  STATE/COUNTY-  NV/ELKO
 MU0134  USGS QUAD   -  STAR VALLEY RIDGE SE (1973)
 MU0134
 MU0134                         *CURRENT SURVEY CONTROL
 MU0134  ___________________________________________________________________
 MU0134* NAD 83(1986)-  41 47 29.     (N)    116 50 06.     (W)     SCALED    
 MU0134* NAVD 88     -      1603.913  (meters)    5262.17   (feet)  ADJUSTED  
 MU0134  ___________________________________________________________________
 MU0134  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 MU0134  DYNAMIC HT  -        1602.754 (meters)    5258.37  (feet)  COMP
 MU0134  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 MU0134
 MU0134  VERT ORDER  -  SECOND    CLASS 0
 MU0134
 MU0134.The horizontal coordinates were scaled from a topographic map and have
 MU0134.an estimated accuracy of +/- 6 seconds.
 MU0134
 MU0134.The orthometric height was determined by differential leveling
 MU0134.and adjusted by the National Geodetic Survey in June 1991..
 MU0134
 MU0134.The geoid height was determined by GEOID03.
 MU0134
 MU0134.The dynamic height is computed by dividing the NAVD 88
 MU0134.geopotential number by the normal gravity value computed on the
 MU0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0134.degrees latitude (g = 980.6199 gals.).
 MU0134
 MU0134.The modeled gravity was interpolated from observed gravity values.
 MU0134
 MU0134;                    North         East    Units  Estimated Accuracy
 MU0134;SPC NV E     - 8,782,290.       95,970.      MT  (+/- 180 meters Scaled)
 MU0134
 MU0134                          SUPERSEDED SURVEY CONTROL
 MU0134
 MU0134  NGVD 29 (??/??/92) 1602.806  (m)         5258.54   (f) ADJ UNCH    2 0
 MU0134
 MU0134.Superseded values are not recommended for survey control.
 MU0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0134.See file dsdata.txt to determine how the superseded data were derived.
 MU0134
 MU0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG137266(NAD 83)
 MU0134_MARKER: DB = BENCH MARK DISK
 MU0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0134_STAMPING: N 391 1963
 MU0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0134+STABILITY: SURFACE MOTION
 MU0134
 MU0134  HISTORY     - Date     Condition        Report By
 MU0134  HISTORY     - 1963     MONUMENTED       CGS
 MU0134
 MU0134                          STATION DESCRIPTION
 MU0134
 MU0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0134'34.35 MI NW FROM I L RANCH.
 MU0134'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0134'THENCE 13.4 MILES NORTH ALONG A DIRT ROAD, THENCE 16.9 MILES NORTHWEST
 MU0134'ALONG A DIRT ROAD, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 MU0134'2.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 MU0134'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 MU0134'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0057 ***********************************************************************
 MU0057  DESIGNATION -  N 392
 MU0057  PID         -  MU0057
 MU0057  STATE/COUNTY-  NV/ELKO
 MU0057  USGS QUAD   -  FOURMILE BUTTE (1987)
 MU0057
 MU0057                         *CURRENT SURVEY CONTROL
 MU0057  ___________________________________________________________________
 MU0057* NAD 83(1986)-  41 39 01.     (N)    116 30 00.     (W)     SCALED    
 MU0057* NAVD 88     -      1603.009  (meters)    5259.21   (feet)  ADJUSTED  
 MU0057  ___________________________________________________________________
 MU0057  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 MU0057  DYNAMIC HT  -        1601.798 (meters)    5255.23  (feet)  COMP
 MU0057  MODELED GRAV-     979,811.3   (mgal)                       NAVD 88
 MU0057
 MU0057  VERT ORDER  -  SECOND    CLASS 0
 MU0057
 MU0057.The horizontal coordinates were scaled from a topographic map and have
 MU0057.an estimated accuracy of +/- 6 seconds.
 MU0057
 MU0057.The orthometric height was determined by differential leveling
 MU0057.and adjusted by the National Geodetic Survey in June 1991..
 MU0057
 MU0057.The geoid height was determined by GEOID03.
 MU0057
 MU0057.The dynamic height is computed by dividing the NAVD 88
 MU0057.geopotential number by the normal gravity value computed on the
 MU0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0057.degrees latitude (g = 980.6199 gals.).
 MU0057
 MU0057.The modeled gravity was interpolated from observed gravity values.
 MU0057
 MU0057;                    North         East    Units  Estimated Accuracy
 MU0057;SPC NV E     - 8,766,260.      123,650.      MT  (+/- 180 meters Scaled)
 MU0057
 MU0057                          SUPERSEDED SURVEY CONTROL
 MU0057
 MU0057  NGVD 29 (??/??/92) 1601.865  (m)         5255.45   (f) ADJ UNCH    2 0
 MU0057
 MU0057.Superseded values are not recommended for survey control.
 MU0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0057.See file dsdata.txt to determine how the superseded data were derived.
 MU0057
 MU0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG416110(NAD 83)
 MU0057_MARKER: DB = BENCH MARK DISK
 MU0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0057_STAMPING: N 392 1963
 MU0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0057+STABILITY: SURFACE MOTION
 MU0057
 MU0057  HISTORY     - Date     Condition        Report By
 MU0057  HISTORY     - 1963     MONUMENTED       CGS
 MU0057
 MU0057                          STATION DESCRIPTION
 MU0057
 MU0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0057'11.5 MI NW FROM I L RANCH.
 MU0057'4.05 MILES WEST ALONG A COUNTY ROAD FROM THE I.L. RANCH HEADQUARTERS,
 MU0057'THENCE 7.45 MILES NORTH ALONG A DIRT ROAD, 25 FEET SOUTHWEST OF THE
 MU0057'CENTER LINE OF THE ROAD, 2.3 FEET NORTH OF A WITNESS POST, ABOUT 1
 MU0057'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MU0057'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0073 ***********************************************************************
 MU0073  DESIGNATION -  N 393
 MU0073  PID         -  MU0073
 MU0073  STATE/COUNTY-  NV/ELKO
 MU0073  USGS QUAD   -  CORNUCOPIA RIDGE (1987)
 MU0073
 MU0073                         *CURRENT SURVEY CONTROL
 MU0073  ___________________________________________________________________
 MU0073* NAD 83(1986)-  41 35 56.     (N)    116 19 53.     (W)     SCALED    
 MU0073* NAVD 88     -      1620.057  (meters)    5315.14   (feet)  ADJUSTED  
 MU0073  ___________________________________________________________________
 MU0073  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 MU0073  DYNAMIC HT  -        1618.833 (meters)    5311.12  (feet)  COMP
 MU0073  MODELED GRAV-     979,810.3   (mgal)                       NAVD 88
 MU0073
 MU0073  VERT ORDER  -  SECOND    CLASS 0
 MU0073
 MU0073.The horizontal coordinates were scaled from a topographic map and have
 MU0073.an estimated accuracy of +/- 6 seconds.
 MU0073
 MU0073.The orthometric height was determined by differential leveling
 MU0073.and adjusted by the National Geodetic Survey in June 1991..
 MU0073
 MU0073.The geoid height was determined by GEOID03.
 MU0073
 MU0073.The dynamic height is computed by dividing the NAVD 88
 MU0073.geopotential number by the normal gravity value computed on the
 MU0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0073.degrees latitude (g = 980.6199 gals.).
 MU0073
 MU0073.The modeled gravity was interpolated from observed gravity values.
 MU0073
 MU0073;                    North         East    Units  Estimated Accuracy
 MU0073;SPC NV E     - 8,760,420.      137,640.      MT  (+/- 180 meters Scaled)
 MU0073
 MU0073                          SUPERSEDED SURVEY CONTROL
 MU0073
 MU0073  NGVD 29 (??/??/92) 1618.920  (m)         5311.41   (f) ADJ UNCH    2 0
 MU0073
 MU0073.Superseded values are not recommended for survey control.
 MU0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0073.See file dsdata.txt to determine how the superseded data were derived.
 MU0073
 MU0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG557054(NAD 83)
 MU0073_MARKER: DB = BENCH MARK DISK
 MU0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0073_STAMPING: N 393 1963
 MU0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0073+STABILITY: SURFACE MOTION
 MU0073
 MU0073  HISTORY     - Date     Condition        Report By
 MU0073  HISTORY     - 1963     MONUMENTED       CGS
 MU0073
 MU0073                          STATION DESCRIPTION
 MU0073
 MU0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MU0073'4.95 MI E FROM I L RANCH.
 MU0073'4.95 MILES EAST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0073'0.1 MILE NORTH OF AN 18-INCH PIPE CULVERT, 46 FEET EAST OF THE CENTER
 MU0073'LINE OF THE ROAD, 3.0 FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET
 MU0073'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MU0073'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0389 ***********************************************************************
 LQ0389  DESIGNATION -  N 394
 LQ0389  PID         -  LQ0389
 LQ0389  STATE/COUNTY-  NV/ELKO
 LQ0389  USGS QUAD   -  HARRISON PASS (1985)
 LQ0389
 LQ0389                         *CURRENT SURVEY CONTROL
 LQ0389  ___________________________________________________________________
 LQ0389* NAD 83(1986)-  40 19 38.     (N)    115 30 49.     (W)     SCALED    
 LQ0389* NAVD 88     -      2188.326  (meters)    7179.53   (feet)  ADJUSTED  
 LQ0389  ___________________________________________________________________
 LQ0389  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 LQ0389  DYNAMIC HT  -        2186.170 (meters)    7172.46  (feet)  COMP
 LQ0389  MODELED GRAV-     979,561.0   (mgal)                       NAVD 88
 LQ0389
 LQ0389  VERT ORDER  -  SECOND    CLASS 0
 LQ0389
 LQ0389.The horizontal coordinates were scaled from a topographic map and have
 LQ0389.an estimated accuracy of +/- 6 seconds.
 LQ0389
 LQ0389.The orthometric height was determined by differential leveling
 LQ0389.and adjusted by the National Geodetic Survey in June 1991..
 LQ0389
 LQ0389.The geoid height was determined by GEOID03.
 LQ0389
 LQ0389.The dynamic height is computed by dividing the NAVD 88
 LQ0389.geopotential number by the normal gravity value computed on the
 LQ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0389.degrees latitude (g = 980.6199 gals.).
 LQ0389
 LQ0389.The modeled gravity was interpolated from observed gravity values.
 LQ0389
 LQ0389;                    North         East    Units  Estimated Accuracy
 LQ0389;SPC NV E     - 8,618,950.      205,930.      MT  (+/- 180 meters Scaled)
 LQ0389
 LQ0389                          SUPERSEDED SURVEY CONTROL
 LQ0389
 LQ0389  NGVD 29 (??/??/92) 2187.073  (m)         7175.42   (f) ADJ UNCH    2 0
 LQ0389
 LQ0389.Superseded values are not recommended for survey control.
 LQ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0389.See file dsdata.txt to determine how the superseded data were derived.
 LQ0389
 LQ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE262651(NAD 83)
 LQ0389_MARKER: DB = BENCH MARK DISK
 LQ0389_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0389_SP_SET: LARGE OUTCROP
 LQ0389_STAMPING: N 394 1963
 LQ0389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LQ0389+STABILITY: POSITION/ELEVATION WELL
 LQ0389
 LQ0389  HISTORY     - Date     Condition        Report By
 LQ0389  HISTORY     - 1963     MONUMENTED       CGS
 LQ0389
 LQ0389                          STATION DESCRIPTION
 LQ0389
 LQ0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0389'14.1 MI SE FROM JIGGS.
 LQ0389'3.3 MILES SOUTH ALONG STATE HIGHWAY 46 FROM THE OLD BRICK HOUSE AT
 LQ0389'JIGGS, THENCE 10.8 MILES SOUTHEAST ALONG THE ROAD TO HARRISON PASS,
 LQ0389'0.3 MILE NORTHWEST OF THE SUMMIT OF HARRISON PASS, ON THE OUTSIDE OF A
 LQ0389'CURVE, SET VERTICALLY IN THE FACE OF A LARGE OUTCROP, 48 1/2 FEET
 LQ0389'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 7.8 FEET SOUTHEAST OF A
 LQ0389'WITNESS POST, 1 FOOT HIGHER THAN THE GROUND AND 10 FEET HIGHER THAN
 LQ0389'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0328 ***********************************************************************
 LQ0328  DESIGNATION -  N 395
 LQ0328  PID         -  LQ0328
 LQ0328  STATE/COUNTY-  NV/ELKO
 LQ0328  USGS QUAD   -  WEST OF DELCER BUTTE (1984)
 LQ0328
 LQ0328                         *CURRENT SURVEY CONTROL
 LQ0328  ___________________________________________________________________
 LQ0328* NAD 83(1986)-  40 25 35.     (N)    115 10 46.     (W)     SCALED    
 LQ0328* NAVD 88     -      1843.971  (meters)    6049.76   (feet)  ADJUSTED  
 LQ0328  ___________________________________________________________________
 LQ0328  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 LQ0328  DYNAMIC HT  -        1842.271 (meters)    6044.18  (feet)  COMP
 LQ0328  MODELED GRAV-     979,637.6   (mgal)                       NAVD 88
 LQ0328
 LQ0328  VERT ORDER  -  SECOND    CLASS 0
 LQ0328
 LQ0328.The horizontal coordinates were scaled from a topographic map and have
 LQ0328.an estimated accuracy of +/- 6 seconds.
 LQ0328
 LQ0328.The orthometric height was determined by differential leveling
 LQ0328.and adjusted by the National Geodetic Survey in June 1991..
 LQ0328
 LQ0328.The geoid height was determined by GEOID03.
 LQ0328
 LQ0328.The dynamic height is computed by dividing the NAVD 88
 LQ0328.geopotential number by the normal gravity value computed on the
 LQ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0328.degrees latitude (g = 980.6199 gals.).
 LQ0328
 LQ0328.The modeled gravity was interpolated from observed gravity values.
 LQ0328
 LQ0328;                    North         East    Units  Estimated Accuracy
 LQ0328;SPC NV E     - 8,630,030.      234,270.      MT  (+/- 180 meters Scaled)
 LQ0328
 LQ0328                          SUPERSEDED SURVEY CONTROL
 LQ0328
 LQ0328  NGVD 29 (??/??/92) 1842.800  (m)         6045.92   (f) ADJ UNCH    2 0
 LQ0328
 LQ0328.Superseded values are not recommended for survey control.
 LQ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0328.See file dsdata.txt to determine how the superseded data were derived.
 LQ0328
 LQ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE544766(NAD 83)
 LQ0328_MARKER: DB = BENCH MARK DISK
 LQ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0328_STAMPING: N 395 1963
 LQ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0328+STABILITY: SURFACE MOTION
 LQ0328
 LQ0328  HISTORY     - Date     Condition        Report By
 LQ0328  HISTORY     - 1963     MONUMENTED       CGS
 LQ0328
 LQ0328                          STATION DESCRIPTION
 LQ0328
 LQ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0328'27.7 MI E FROM RUBY VALLEY.
 LQ0328'8.0 MILES SOUTH ALONG A ROAD FROM THE ROCK HOUSE RANCH AT RUBY VALLEY,
 LQ0328'THENCE 19.7 MILES EAST AND NORTHEAST ALONG A ROAD, 33 FEET NORTHWEST
 LQ0328'OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTHWEST OF A WITNESS POST,
 LQ0328'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LQ0328'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0237 ***********************************************************************
 LQ0237  DESIGNATION -  N 396
 LQ0237  PID         -  LQ0237
 LQ0237  STATE/COUNTY-  NV/ELKO
 LQ0237  USGS QUAD   -  CURRIE GARDENS (1984)
 LQ0237
 LQ0237                         *CURRENT SURVEY CONTROL
 LQ0237  ___________________________________________________________________
 LQ0237* NAD 83(1986)-  40 21 14.     (N)    114 51 09.     (W)     SCALED    
 LQ0237* NAVD 88     -      1922.510  (meters)    6307.43   (feet)  ADJUSTED  
 LQ0237  ___________________________________________________________________
 LQ0237  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 LQ0237  DYNAMIC HT  -        1920.714 (meters)    6301.54  (feet)  COMP
 LQ0237  MODELED GRAV-     979,622.0   (mgal)                       NAVD 88
 LQ0237
 LQ0237  VERT ORDER  -  SECOND    CLASS 0
 LQ0237
 LQ0237.The horizontal coordinates were scaled from a topographic map and have
 LQ0237.an estimated accuracy of +/- 6 seconds.
 LQ0237
 LQ0237.The orthometric height was determined by differential leveling
 LQ0237.and adjusted by the National Geodetic Survey in June 1991..
 LQ0237
 LQ0237.The geoid height was determined by GEOID03.
 LQ0237
 LQ0237.The dynamic height is computed by dividing the NAVD 88
 LQ0237.geopotential number by the normal gravity value computed on the
 LQ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0237.degrees latitude (g = 980.6199 gals.).
 LQ0237
 LQ0237.The modeled gravity was interpolated from observed gravity values.
 LQ0237
 LQ0237;                    North         East    Units  Estimated Accuracy
 LQ0237;SPC NV E     - 8,622,160.      262,080.      MT  (+/- 180 meters Scaled)
 LQ0237
 LQ0237                          SUPERSEDED SURVEY CONTROL
 LQ0237
 LQ0237  NGVD 29 (??/??/92) 1921.550  (m)         6304.29   (f) ADJ UNCH    2 0
 LQ0237
 LQ0237.Superseded values are not recommended for survey control.
 LQ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0237.See file dsdata.txt to determine how the superseded data were derived.
 LQ0237
 LQ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE823692(NAD 83)
 LQ0237_MARKER: DB = BENCH MARK DISK
 LQ0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0237_STAMPING: N 396 1963
 LQ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0237+STABILITY: SURFACE MOTION
 LQ0237
 LQ0237  HISTORY     - Date     Condition        Report By
 LQ0237  HISTORY     - 1963     MONUMENTED       CGS
 LQ0237
 LQ0237                          STATION DESCRIPTION
 LQ0237
 LQ0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LQ0237'9.65 MI NW FROM CURRIE.
 LQ0237'4.95 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE RAILROAD CROSSING
 LQ0237'AT CURRIE, THENCE 4.7 MILES NORTHWEST ALONG A ROAD, AT A SMALL GROUP
 LQ0237'OF TREES, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH
 LQ0237'OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 LQ0237'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0206 ***********************************************************************
 MV0206  DESIGNATION -  N 397
 MV0206  PID         -  MV0206
 MV0206  STATE/COUNTY-  NV/WASHOE
 MV0206  USGS QUAD   -  RYE CREEK (1966)
 MV0206
 MV0206                         *CURRENT SURVEY CONTROL
 MV0206  ___________________________________________________________________
 MV0206* NAD 83(1986)-  41 56 51.     (N)    119 33 27.     (W)     SCALED    
 MV0206* NAVD 88     -      1663.839  (meters)    5458.78   (feet)  ADJUSTED  
 MV0206  ___________________________________________________________________
 MV0206  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 MV0206  DYNAMIC HT  -        1662.617 (meters)    5454.77  (feet)  COMP
 MV0206  MODELED GRAV-     979,829.3   (mgal)                       NAVD 88
 MV0206
 MV0206  VERT ORDER  -  SECOND    CLASS 0
 MV0206
 MV0206.The horizontal coordinates were scaled from a topographic map and have
 MV0206.an estimated accuracy of +/- 6 seconds.
 MV0206
 MV0206.The orthometric height was determined by differential leveling
 MV0206.and adjusted by the National Geodetic Survey in June 1991..
 MV0206
 MV0206.The geoid height was determined by GEOID03.
 MV0206
 MV0206.The dynamic height is computed by dividing the NAVD 88
 MV0206.geopotential number by the normal gravity value computed on the
 MV0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0206.degrees latitude (g = 980.6199 gals.).
 MV0206
 MV0206.The modeled gravity was interpolated from observed gravity values.
 MV0206
 MV0206;                    North         East    Units  Estimated Accuracy
 MV0206;SPC NV W     - 4,799,330.      719,230.      MT  (+/- 180 meters Scaled)
 MV0206
 MV0206                          SUPERSEDED SURVEY CONTROL
 MV0206
 MV0206  NGVD 29 (??/??/92) 1662.606  (m)         5454.73   (f) ADJ UNCH    2 0
 MV0206
 MV0206.Superseded values are not recommended for survey control.
 MV0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0206.See file dsdata.txt to determine how the superseded data were derived.
 MV0206
 MV0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG880471(NAD 83)
 MV0206_MARKER: DB = BENCH MARK DISK
 MV0206_SETTING: 80 = SET IN A BOULDER
 MV0206_SP_SET: BOULDER
 MV0206_STAMPING: N 397 1965
 MV0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0206+STABILITY: SURFACE MOTION
 MV0206
 MV0206  HISTORY     - Date     Condition        Report By
 MV0206  HISTORY     - 1965     MONUMENTED       CGS
 MV0206
 MV0206                          STATION DESCRIPTION
 MV0206
 MV0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0206'2.75 MI W FROM IXL RANCH.
 MV0206'0.45 MILE SOUTH ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0206'THENCE 2.3 MILES WEST ALONG A ROAD, ABOUT 0.8 MILE NORTHWEST OF RYE
 MV0206'CREEK RESERVOIR, 0.45 MILE WEST OF THE CROSSING OF RYE CREEK, IN THE
 MV0206'TOP OF A LARGE BOULDER WHICH IS IN THE BOTTOM OF A WASH, 183 FEET EAST
 MV0206'OF THE NORTH ONE OF TWO POST ALONG THE ROAD, 33 FEET NORTH OF THE
 MV0206'CENTER LINE OF THE ROAD, 7.0 FEET SOUTH OF A WITNESS POST, AND ABOUT 2
 MV0206'FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0215 ***********************************************************************
 MV0215  DESIGNATION -  N 398
 MV0215  PID         -  MV0215
 MV0215  STATE/COUNTY-  NV/WASHOE
 MV0215  USGS QUAD   -  COLEMAN CANYON (1966)
 MV0215
 MV0215                         *CURRENT SURVEY CONTROL
 MV0215  ___________________________________________________________________
 MV0215* NAD 83(1986)-  41 56 22.     (N)    119 41 43.     (W)     SCALED    
 MV0215* NAVD 88     -      1782.013  (meters)    5846.49   (feet)  ADJUSTED  
 MV0215  ___________________________________________________________________
 MV0215  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 MV0215  DYNAMIC HT  -        1780.691 (meters)    5842.15  (feet)  COMP
 MV0215  MODELED GRAV-     979,816.7   (mgal)                       NAVD 88
 MV0215
 MV0215  VERT ORDER  -  SECOND    CLASS 0
 MV0215
 MV0215.The horizontal coordinates were scaled from a topographic map and have
 MV0215.an estimated accuracy of +/- 6 seconds.
 MV0215
 MV0215.The orthometric height was determined by differential leveling
 MV0215.and adjusted by the National Geodetic Survey in June 1991..
 MV0215
 MV0215.The geoid height was determined by GEOID03.
 MV0215
 MV0215.The dynamic height is computed by dividing the NAVD 88
 MV0215.geopotential number by the normal gravity value computed on the
 MV0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0215.degrees latitude (g = 980.6199 gals.).
 MV0215
 MV0215.The modeled gravity was interpolated from observed gravity values.
 MV0215
 MV0215;                    North         East    Units  Estimated Accuracy
 MV0215;SPC NV W     - 4,798,570.      707,800.      MT  (+/- 180 meters Scaled)
 MV0215
 MV0215                          SUPERSEDED SURVEY CONTROL
 MV0215
 MV0215  NGVD 29 (??/??/92) 1780.768  (m)         5842.40   (f) ADJ UNCH    2 0
 MV0215
 MV0215.Superseded values are not recommended for survey control.
 MV0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0215.See file dsdata.txt to determine how the superseded data were derived.
 MV0215
 MV0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG765465(NAD 83)
 MV0215_MARKER: DB = BENCH MARK DISK
 MV0215_SETTING: 80 = SET IN A BOULDER
 MV0215_SP_SET: BOULDER
 MV0215_STAMPING: N 398 1965
 MV0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0215+STABILITY: SURFACE MOTION
 MV0215
 MV0215  HISTORY     - Date     Condition        Report By
 MV0215  HISTORY     - 1965     MONUMENTED       CGS
 MV0215
 MV0215                          STATION DESCRIPTION
 MV0215
 MV0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MV0215'10.6 MI W FROM IXL RANCH.
 MV0215'0.45 MILE SOUTH ALONG A ROAD FROM A STONE BUILDING AT IXL RANCH,
 MV0215'THENCE 10.15 MILES WEST ALONG A ROAD, 0.8 MILE NORTHEAST OF THE
 MV0215'JUNCTION OF STATE HIGHWAY 34, IN THE TOP OF A 5- BY 5-FOOT BOULDER
 MV0215'PROJECTING ABOUT 3 FEET ABOVE THE GROUND, 168 FEET SOUTH AND ACROSS
 MV0215'THE ROAD FROM A FENCE JUNCTION, 96 FEET SOUTHEAST OF THE CENTER LINE
 MV0215'OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1294 ***********************************************************************
 GR1294  DESIGNATION -  N 399
 GR1294  PID         -  GR1294
 GR1294  STATE/COUNTY-  NV/CLARK
 GR1294  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1294
 GR1294                         *CURRENT SURVEY CONTROL
 GR1294  ___________________________________________________________________
 GR1294* NAD 83(1986)-  36 11 18.     (N)    115 08 28.     (W)     SCALED    
 GR1294* NAVD 88     -       602.671  (meters)    1977.26   (feet)  ADJUSTED  
 GR1294  ___________________________________________________________________
 GR1294  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 GR1294  DYNAMIC HT  -         602.054 (meters)    1975.24  (feet)  COMP
 GR1294  MODELED GRAV-     979,589.0   (mgal)                       NAVD 88
 GR1294
 GR1294  VERT ORDER  -  FIRST     CLASS II
 GR1294
 GR1294.The horizontal coordinates were scaled from a topographic map and have
 GR1294.an estimated accuracy of +/- 6 seconds.
 GR1294
 GR1294.The orthometric height was determined by differential leveling
 GR1294.and adjusted by the National Geodetic Survey in June 1991..
 GR1294
 GR1294.The geoid height was determined by GEOID03.
 GR1294
 GR1294.The dynamic height is computed by dividing the NAVD 88
 GR1294.geopotential number by the normal gravity value computed on the
 GR1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1294.degrees latitude (g = 980.6199 gals.).
 GR1294
 GR1294.The modeled gravity was interpolated from observed gravity values.
 GR1294
 GR1294;                    North         East    Units  Estimated Accuracy
 GR1294;SPC NV E     - 8,159,660.      239,770.      MT  (+/- 180 meters Scaled)
 GR1294
 GR1294                          SUPERSEDED SURVEY CONTROL
 GR1294
 GR1294.No superseded survey control is available for this station.
 GR1294
 GR1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA671064(NAD 83)
 GR1294_MARKER: DB = BENCH MARK DISK
 GR1294_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GR1294_SP_SET: OVERPASS ABUTMENT
 GR1294_STAMPING: N 399 1980
 GR1294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1294+STABILITY: POSITION/ELEVATION WELL
 GR1294
 GR1294  HISTORY     - Date     Condition        Report By
 GR1294  HISTORY     - 1980     MONUMENTED       NGS
 GR1294  HISTORY     - 1980     GOOD             NGS
 GR1294
 GR1294                          STATION DESCRIPTION
 GR1294
 GR1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 GR1294'2.2 KM NE FROM LAS VEGAS.
 GR1294'2.2 KILOMETERS (1.4 MILES) NORTHEAST ALONG THE UNION PACIFIC RAILROAD
 GR1294'FROM THE STATION AT LAS VEGAS, AT THE BRIDGE OVER OWENS AVENUE, IN
 GR1294'TOP OF THE NORTHEAST ABUTMENT, 2.1 METERS (7.0 FEET) SOUTHEAST OF
 GR1294'THE SOUTHEAST RAIL AND 0.4 METER (1.3 FEET) NORTHWEST OF THE
 GR1294'SOUTHEAST END OF THE ABUTMENT.
 GR1294'THE MARK IS ABOVE LEVEL WITH THE RAILS.
 GR1294
 GR1294                          STATION RECOVERY (1980)
 GR1294
 GR1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GR1294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0187 ***********************************************************************
 MT0187  DESIGNATION -  N 4
 MT0187  PID         -  MT0187
 MT0187  STATE/COUNTY-  NV/ELKO
 MT0187  USGS QUAD   -  WELLS (1982)
 MT0187
 MT0187                         *CURRENT SURVEY CONTROL
 MT0187  ___________________________________________________________________
 MT0187* NAD 83(1986)-  41 06 47.     (N)    114 57 51.     (W)     SCALED    
 MT0187* NAVD 88     -      1716.577  (meters)    5631.80   (feet)  ADJUSTED  
 MT0187  ___________________________________________________________________
 MT0187  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 MT0187  DYNAMIC HT  -        1715.150 (meters)    5627.12  (feet)  COMP
 MT0187  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 MT0187
 MT0187  VERT ORDER  -  FIRST     CLASS II
 MT0187
 MT0187.The horizontal coordinates were scaled from a topographic map and have
 MT0187.an estimated accuracy of +/- 6 seconds.
 MT0187
 MT0187.The orthometric height was determined by differential leveling
 MT0187.and adjusted by the National Geodetic Survey in June 1991..
 MT0187
 MT0187.The geoid height was determined by GEOID03.
 MT0187
 MT0187.The dynamic height is computed by dividing the NAVD 88
 MT0187.geopotential number by the normal gravity value computed on the
 MT0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0187.degrees latitude (g = 980.6199 gals.).
 MT0187
 MT0187.The modeled gravity was interpolated from observed gravity values.
 MT0187
 MT0187;                    North         East    Units  Estimated Accuracy
 MT0187;SPC NV E     - 8,706,380.      252,000.      MT  (+/- 180 meters Scaled)
 MT0187
 MT0187                          SUPERSEDED SURVEY CONTROL
 MT0187
 MT0187  NGVD 29 (??/??/92) 1715.418  (m)         5628.00   (f) ADJ UNCH    1 2
 MT0187
 MT0187.Superseded values are not recommended for survey control.
 MT0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0187.See file dsdata.txt to determine how the superseded data were derived.
 MT0187
 MT0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF709533(NAD 83)
 MT0187_MARKER: DB = BENCH MARK DISK
 MT0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MT0187_SP_SET: FOUNDATION
 MT0187_STAMPING: 5628.046 N 4
 MT0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0187
 MT0187  HISTORY     - Date     Condition        Report By
 MT0187  HISTORY     - UNK      MONUMENTED       CGS
 MT0187  HISTORY     - 1953     GOOD             NGS
 MT0187  HISTORY     - 1984     MARK NOT FOUND   NGS
 MT0187
 MT0187                          STATION DESCRIPTION
 MT0187
 MT0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0187'IN WELLS.
 MT0187'AT WELLS, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, OPPOSITE THE
 MT0187'NORTHWEST END OF THE STATION, AT THE WATER TANK, IN THE TOP OF THE
 MT0187'NORTHWEST ONE OF THE TWO SOUTHWEST CONCRETE FOUNDATIONS FOR THE TWO
 MT0187'SOUTHWEST LEGS, 9.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF A SPUR
 MT0187'TRACK, 0.4 FOOT WEST OF THE WEST CORNER OF THE LEG, AND ABOUT 1 FOOT
 MT0187'HIGHER THAN THE TRACK.
 MT0187
 MT0187                          STATION RECOVERY (1984)
 MT0187
 MT0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0187'EVIDENCE WAS FOUND THE THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1695 ***********************************************************************
 GR1695  DESIGNATION -  N 4
 GR1695  PID         -  GR1695
 GR1695  STATE/COUNTY-  NV/CLARK
 GR1695  USGS QUAD   -  BOULDER BEACH (1970)
 GR1695
 GR1695                         *CURRENT SURVEY CONTROL
 GR1695  ___________________________________________________________________
 GR1695* NAD 83(1994)-  36 06 18.12356(N)    114 49 33.59249(W)     ADJUSTED  
 GR1695* NAVD 88     -       381.7    (meters)    1252.     (feet)  VERTCON   
 GR1695  ___________________________________________________________________
 GR1695  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GR1695  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GR1695
 GR1695  HORZ ORDER  -  THIRD
 GR1695
 GR1695.The horizontal coordinates were established by classical geodetic methods
 GR1695.and adjusted by the National Geodetic Survey in June 1998..
 GR1695
 GR1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1695
 GR1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1695
 GR1695.The geoid height was determined by GEOID03.
 GR1695
 GR1695;                    North         East     Units Scale Factor Converg.
 GR1695;SPC NV E     - 8,150,589.475   268,187.284   MT  0.99995727   +0 26 46.6
 GR1695;SPC NV E     -26,740,725.64    879,877.78   sFT  0.99995727   +0 26 46.6
 GR1695;UTM  11      - 3,997,786.733   695,691.961   MT  1.00007188   +1 16 53.3
 GR1695
 GR1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1695!SPC NV E     -   0.99994451  x   0.99995727  =   0.99990179
 GR1695!UTM  11      -   0.99994451  x   1.00007188  =   1.00001639
 GR1695
 GR1695:                Primary Azimuth Mark                     Grid Az
 GR1695:SPC NV E     -  N 5                                      302 15 21.4
 GR1695:UTM  11      -  N 5                                      301 25 14.7
 GR1695
 GR1695|---------------------------------------------------------------------|
 GR1695| PID    Reference Object                     Distance      Geod. Az  |
 GR1695|                                                           dddmmss.s |
 GR1695| GR1707 N 5                                 APPROX. 1.5 KM 3024208.0 |
 GR1695|---------------------------------------------------------------------|
 GR1695
 GR1695                          SUPERSEDED SURVEY CONTROL
 GR1695
 GR1695  NAD 83(1994)-  36 06 18.12370(N)    114 49 33.59298(W) AD(       ) 3
 GR1695  NAD 83(1992)-  36 06 18.12363(N)    114 49 33.59307(W) AD(       ) 3
 GR1695  NAD 83(1992)-  36 06 18.12358(N)    114 49 33.59275(W) AD(       ) 3
 GR1695  NAD 83(1986)-  36 06 18.11175(N)    114 49 33.57749(W) AD(       ) 3
 GR1695  NGVD 29 (06/27/88)  381.0    (m)         1250.     (f) VERT ANG       
 GR1695
 GR1695.Superseded values are not recommended for survey control.
 GR1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1695.See file dsdata.txt to determine how the superseded data were derived.
 GR1695
 GR1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9569297787(NAD 83)
 GR1695_MARKER: DS = TRIANGULATION STATION DISK
 GR1695_SETTING: 80 = SET IN A BOULDER
 GR1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1695+STABILITY: SURFACE MOTION
 GR1695
 GR1695  HISTORY     - Date     Condition        Report By
 GR1695  HISTORY     - 1947     MONUMENTED       USGS
 GR1695
 GR1695                          STATION DESCRIPTION
 GR1695
 GR1695'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1695'LOCATED ABOUT 8 MI NW. OF HOOVER DAM, ABOUT 3.4 MI NW. OF N.P.S.
 GR1695'BOAT DOCK.  ON TOP OF EAST END OF LONG, PROMINENT RIDGE, ABOUT 150
 GR1695'FT. W. OF HIGH WATER MARK AT EAST END OF RIDGE, ABOUT 20 FT.
 GR1695'ABOVE HIGH WATER MARK.  AT THIS LAKE LEVEL (1174 FT.) STATION IS
 GR1695'ABOUT 300 YARDS W. OF TWO SMALL ISLANDS WHICH ARE MOST SOUTHERLY
 GR1695'OF GROUP OF ABOUT SIX SMALL ISLANDS.  SMALL ROCK CAIRN IS ABOUT
 GR1695'10 FT. W. OF STATION.
 GR1695'
 GR1695'TO REACH NOT GIVEN.
 GR1695'
 GR1695'STATION MARK--STANDARD TABLET STAMPED---N4 1947---, CEMENTED IN TOP
 GR1695'OF BOULDER IN PLACE.
 GR1695'
 GR1695'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0459 ***********************************************************************
 MT0459  DESIGNATION -  N 40
 MT0459  PID         -  MT0459
 MT0459  STATE/COUNTY-  NV/ELKO
 MT0459  USGS QUAD   -  HANKS CREEK NE (1967)
 MT0459
 MT0459                         *CURRENT SURVEY CONTROL
 MT0459  ___________________________________________________________________
 MT0459* NAD 83(1986)-  41 22 53.     (N)    115 21 47.     (W)     SCALED    
 MT0459* NAVD 88     -      1930.056  (meters)    6332.19   (feet)  ADJUSTED  
 MT0459  ___________________________________________________________________
 MT0459  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 MT0459  DYNAMIC HT  -        1928.437 (meters)    6326.88  (feet)  COMP
 MT0459  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 MT0459
 MT0459  VERT ORDER  -  SECOND    CLASS 0
 MT0459
 MT0459.The horizontal coordinates were scaled from a topographic map and have
 MT0459.an estimated accuracy of +/- 6 seconds.
 MT0459
 MT0459.The orthometric height was determined by differential leveling
 MT0459.and adjusted by the National Geodetic Survey in June 1991..
 MT0459
 MT0459.The geoid height was determined by GEOID03.
 MT0459
 MT0459.The dynamic height is computed by dividing the NAVD 88
 MT0459.geopotential number by the normal gravity value computed on the
 MT0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0459.degrees latitude (g = 980.6199 gals.).
 MT0459
 MT0459.The modeled gravity was interpolated from observed gravity values.
 MT0459
 MT0459;                    North         East    Units  Estimated Accuracy
 MT0459;SPC NV E     - 8,736,020.      218,420.      MT  (+/- 180 meters Scaled)
 MT0459
 MT0459                          SUPERSEDED SURVEY CONTROL
 MT0459
 MT0459  NGVD 29 (??/??/92) 1928.804  (m)         6328.08   (f) ADJ UNCH    2 0
 MT0459
 MT0459.Superseded values are not recommended for survey control.
 MT0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0459.See file dsdata.txt to determine how the superseded data were derived.
 MT0459
 MT0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF368823(NAD 83)
 MT0459_MARKER: DB = BENCH MARK DISK
 MT0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0459_STAMPING: N-40 1934
 MT0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0459+STABILITY: SURFACE MOTION
 MT0459
 MT0459  HISTORY     - Date     Condition        Report By
 MT0459  HISTORY     - 1934     MONUMENTED       CGS
 MT0459
 MT0459                          STATION DESCRIPTION
 MT0459
 MT0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0459'19.1 MI S FROM CHARLESTON.
 MT0459'19.1 MILES SOUTH OF PUMTY RANCH HOUSE AT CHARLESTON 89 FEET EAST OF
 MT0459'DRY WASH.  6 FEET WEST OF WIRE GATE AND 2 FEET SOUTH OF FENCE LINE. 60
 MT0459'FEET WEST OF THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1696 ***********************************************************************
 GR1696  DESIGNATION -  N 40
 GR1696  PID         -  GR1696
 GR1696  STATE/COUNTY-  NV/CLARK
 GR1696  USGS QUAD   -  MIDDLE POINT (1983)
 GR1696
 GR1696                         *CURRENT SURVEY CONTROL
 GR1696  ___________________________________________________________________
 GR1696* NAD 83(1994)-  36 13 40.38007(N)    114 22 58.22279(W)     ADJUSTED  
 GR1696* NAVD 88     -       390.6    (meters)    1281.     (feet)  VERTCON   
 GR1696  ___________________________________________________________________
 GR1696  LAPLACE CORR-           5.99  (seconds)                    DEFLEC99
 GR1696  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GR1696
 GR1696  HORZ ORDER  -  THIRD
 GR1696
 GR1696.The horizontal coordinates were established by classical geodetic methods
 GR1696.and adjusted by the National Geodetic Survey in June 1998..
 GR1696
 GR1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1696
 GR1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1696
 GR1696.The geoid height was determined by GEOID03.
 GR1696
 GR1696;                    North         East     Units Scale Factor Converg.
 GR1696;SPC NV E     - 8,164,622.376   307,920.280   MT  1.00004346   +0 42 34.4
 GR1696;SPC NV E     -26,786,765.25  1,010,235.12   sFT  1.00004346   +0 42 34.4
 GR1696;UTM  11      - 4,012,400.809   735,222.820   MT  1.00028178   +1 32 50.8
 GR1696
 GR1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1696!SPC NV E     -   0.99994302  x   1.00004346  =   0.99998647
 GR1696!UTM  11      -   0.99994302  x   1.00028178  =   1.00022478
 GR1696
 GR1696:                Primary Azimuth Mark                     Grid Az
 GR1696:SPC NV E     -  N 36 A                                   182 04 50.8
 GR1696:UTM  11      -  N 36 A                                   181 14 34.4
 GR1696
 GR1696|---------------------------------------------------------------------|
 GR1696| PID    Reference Object                     Distance      Geod. Az  |
 GR1696|                                                           dddmmss.s |
 GR1696| GR1689 N 36 A                              APPROX. 3.1 KM 1824725.2 |
 GR1696|---------------------------------------------------------------------|
 GR1696
 GR1696                          SUPERSEDED SURVEY CONTROL
 GR1696
 GR1696  NAD 83(1994)-  36 13 40.38017(N)    114 22 58.22276(W) AD(       ) 3
 GR1696  NAD 83(1992)-  36 13 40.38010(N)    114 22 58.22278(W) AD(       ) 3
 GR1696  NAD 83(1986)-  36 13 40.36706(N)    114 22 58.21553(W) AD(       ) 3
 GR1696  NGVD 29 (06/27/88)  390.0    (m)         1280.     (f) VERT ANG       
 GR1696
 GR1696.Superseded values are not recommended for survey control.
 GR1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1696.See file dsdata.txt to determine how the superseded data were derived.
 GR1696
 GR1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3522312401(NAD 83)
 GR1696_MARKER: DS = TRIANGULATION STATION DISK
 GR1696_SETTING: 80 = SET IN A BOULDER
 GR1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1696+STABILITY: SURFACE MOTION
 GR1696
 GR1696  HISTORY     - Date     Condition        Report By
 GR1696  HISTORY     - 1948     MONUMENTED       USGS
 GR1696
 GR1696                          STATION DESCRIPTION
 GR1696
 GR1696'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1696'LOCATED ABOUT 2.7 MI S. OF MIDDLE OF HERON ISLAND.  ON EAST SIDE
 GR1696'OF VIRGIN ARM, ABOUT 50 FT. NE. OF SOUTHWEST END OF RIDGE, ABOUT
 GR1696'5 FT. ABOVE HIGH WATER MARK.
 GR1696'
 GR1696'TO REACH NOT GIVEN.
 GR1696'
 GR1696'STATION MARK--STANDARD TABLET STAMPED---N40 1948---, CEMENTED IN
 GR1696'TOP OF BOULDER SET IN PLACE.
 GR1696'
 GR1696'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1697 ***********************************************************************
 GR1697  DESIGNATION -  N 40 A
 GR1697  PID         -  GR1697
 GR1697  STATE/COUNTY-  NV/CLARK
 GR1697  USGS QUAD   -  MIDDLE POINT (1983)
 GR1697
 GR1697                         *CURRENT SURVEY CONTROL
 GR1697  ___________________________________________________________________
 GR1697* NAD 83(1994)-  36 14 03.89821(N)    114 22 46.36462(W)     ADJUSTED  
 GR1697* NAVD 88     -       390.6    (meters)    1281.     (feet)  VERTCON   
 GR1697  ___________________________________________________________________
 GR1697  LAPLACE CORR-           6.32  (seconds)                    DEFLEC99
 GR1697  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 GR1697
 GR1697  HORZ ORDER  -  THIRD
 GR1697
 GR1697.The horizontal coordinates were established by classical geodetic methods
 GR1697.and adjusted by the National Geodetic Survey in June 1998..
 GR1697
 GR1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1697
 GR1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1697
 GR1697.The geoid height was determined by GEOID03.
 GR1697
 GR1697;                    North         East     Units Scale Factor Converg.
 GR1697;SPC NV E     - 8,165,350.928   308,207.404   MT  1.00004422   +0 42 41.8
 GR1697;SPC NV E     -26,789,155.50  1,011,177.12   sFT  1.00004422   +0 42 41.8
 GR1697;UTM  11      - 4,013,133.657   735,499.325   MT  1.00028339   +1 32 58.7
 GR1697
 GR1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1697!SPC NV E     -   0.99994301  x   1.00004422  =   0.99998723
 GR1697!UTM  11      -   0.99994301  x   1.00028339  =   1.00022639
 GR1697
 GR1697                          SUPERSEDED SURVEY CONTROL
 GR1697
 GR1697  NAD 83(1994)-  36 14 03.89832(N)    114 22 46.36460(W) AD(       ) 3
 GR1697  NAD 83(1992)-  36 14 03.89825(N)    114 22 46.36462(W) AD(       ) 3
 GR1697  NAD 83(1986)-  36 14 03.88521(N)    114 22 46.35754(W) AD(       ) 3
 GR1697  NGVD 29 (06/27/88)  390.0    (m)         1280.     (f) VERT ANG       
 GR1697
 GR1697.Superseded values are not recommended for survey control.
 GR1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1697.See file dsdata.txt to determine how the superseded data were derived.
 GR1697
 GR1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3549913134(NAD 83)
 GR1697_MARKER: DS = TRIANGULATION STATION DISK
 GR1697_SETTING: 80 = SET IN A BOULDER
 GR1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1697+STABILITY: SURFACE MOTION
 GR1697
 GR1697  HISTORY     - Date     Condition        Report By
 GR1697  HISTORY     - 1948     MONUMENTED       USGS
 GR1697
 GR1697                          STATION DESCRIPTION
 GR1697
 GR1697'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1697'NOT OCCUPIED.
 GR1697'
 GR1697'LOCATED ABOUT 1.7 MI S. OF MIDDLE OF HERON ISLAND.  ON EAST SIDE
 GR1697'OF VIRGIN ARM, ABOUT 200 FT. E. OF HIGH WATER MARK AT WEST END OF
 GR1697'PROMINENT RIDGE, ABOUT 35 FT. ABOVE HIGH WATER MARK.
 GR1697'
 GR1697'STATION MARK--STANDARD TABLET STAMPED---N40A 1948---, CEMENTED IN
 GR1697'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0442 ***********************************************************************
 GS0442  DESIGNATION -  N 405
 GS0442  PID         -  GS0442
 GS0442  STATE/COUNTY-  NV/NYE
 GS0442  USGS QUAD   -  STRIPED HILLS (1983)
 GS0442
 GS0442                         *CURRENT SURVEY CONTROL
 GS0442  ___________________________________________________________________
 GS0442* NAD 83(1986)-  36 38 02.     (N)    116 21 41.     (W)     SCALED    
 GS0442* NAVD 88     -       829.890  (meters)    2722.73   (feet)  ADJUSTED  
 GS0442  ___________________________________________________________________
 GS0442  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 GS0442  DYNAMIC HT  -         829.050 (meters)    2719.97  (feet)  COMP
 GS0442  MODELED GRAV-     979,592.0   (mgal)                       NAVD 88
 GS0442
 GS0442  VERT ORDER  -  FIRST     CLASS II
 GS0442
 GS0442.The horizontal coordinates were scaled from a topographic map and have
 GS0442.an estimated accuracy of +/- 6 seconds.
 GS0442
 GS0442.The orthometric height was determined by differential leveling
 GS0442.and adjusted by the National Geodetic Survey in June 1991..
 GS0442
 GS0442.The geoid height was determined by GEOID03.
 GS0442
 GS0442.The dynamic height is computed by dividing the NAVD 88
 GS0442.geopotential number by the normal gravity value computed on the
 GS0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0442.degrees latitude (g = 980.6199 gals.).
 GS0442
 GS0442.The modeled gravity was interpolated from observed gravity values.
 GS0442
 GS0442;                    North         East    Units  Estimated Accuracy
 GS0442;SPC NV C     - 6,209,050.      527,300.      MT  (+/- 180 meters Scaled)
 GS0442
 GS0442                          SUPERSEDED SURVEY CONTROL
 GS0442
 GS0442  NGVD 29 (05/01/91)  829.088  (m)         2720.10   (f) ADJUSTED    1 2
 GS0442
 GS0442.Superseded values are not recommended for survey control.
 GS0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0442.See file dsdata.txt to determine how the superseded data were derived.
 GS0442
 GS0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA570544(NAD 83)
 GS0442_MARKER: I = METAL ROD
 GS0442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0442_SP_SET: STAINLESS STEEL ROD
 GS0442_STAMPING: N 405 1982
 GS0442_MARK LOGO: NGS   
 GS0442_PROJECTION: FLUSH
 GS0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0442_ROD/PIPE-DEPTH: 1.2  meters
 GS0442
 GS0442  HISTORY     - Date     Condition        Report By
 GS0442  HISTORY     - 1982     MONUMENTED       NGS
 GS0442  HISTORY     - 1983     GOOD             NGS
 GS0442
 GS0442                          STATION DESCRIPTION
 GS0442
 GS0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GS0442'3.7 KM(2.3 MI) EAST FROM LATHROP WELLS.
 GS0442'3.7 KM (2.3 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 GS0442'HIGHWAAY 373 IN LATHROP WELLS, 76.2 METERS (250 FT) SOUTHWEST OF
 GS0442'MILEPOST 28, 60.5 METERS (198.5 FT) SOUTH OF THE CENTERLINE OF THE
 GS0442'HIGHWAY, 1.5 METERS (4.5 FT) WEST OF A BRACED FENCE POST.
 GS0442'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 GS0442'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 GS0442
 GS0442                          STATION RECOVERY (1983)
 GS0442
 GS0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1383 ***********************************************************************
 GR1383  DESIGNATION -  N 406
 GR1383  PID         -  GR1383
 GR1383  STATE/COUNTY-  NV/CLARK
 GR1383  USGS QUAD   -  UTE (1983)
 GR1383
 GR1383                         *CURRENT SURVEY CONTROL
 GR1383  ___________________________________________________________________
 GR1383* NAD 83(1986)-  36 36 24.     (N)    114 38 07.     (W)     SCALED    
 GR1383* NAVD 88     -       546.445  (meters)    1792.80   (feet)  ADJUSTED  
 GR1383  ___________________________________________________________________
 GR1383  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 GR1383  DYNAMIC HT  -         545.916 (meters)    1791.06  (feet)  COMP
 GR1383  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 GR1383
 GR1383  VERT ORDER  -  FIRST     CLASS II
 GR1383
 GR1383.The horizontal coordinates were scaled from a topographic map and have
 GR1383.an estimated accuracy of +/- 6 seconds.
 GR1383
 GR1383.The orthometric height was determined by differential leveling
 GR1383.and adjusted by the National Geodetic Survey in June 1991..
 GR1383
 GR1383.The geoid height was determined by GEOID03.
 GR1383
 GR1383.The dynamic height is computed by dividing the NAVD 88
 GR1383.geopotential number by the normal gravity value computed on the
 GR1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1383.degrees latitude (g = 980.6199 gals.).
 GR1383
 GR1383.The modeled gravity was interpolated from observed gravity values.
 GR1383
 GR1383;                    North         East    Units  Estimated Accuracy
 GR1383;SPC NV E     - 8,206,400.      284,810.      MT  (+/- 180 meters Scaled)
 GR1383
 GR1383                          SUPERSEDED SURVEY CONTROL
 GR1383
 GR1383.No superseded survey control is available for this station.
 GR1383
 GR1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA115538(NAD 83)
 GR1383_MARKER: I = METAL ROD
 GR1383_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1383_SP_SET: STAINLESS STEEL ROD
 GR1383_STAMPING: N 406 1983
 GR1383_MARK LOGO: NGS   
 GR1383_PROJECTION: FLUSH
 GR1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1383_ROD/PIPE-DEPTH: 2.7  meters
 GR1383
 GR1383  HISTORY     - Date     Condition        Report By
 GR1383  HISTORY     - 1983     MONUMENTED       NGS
 GR1383
 GR1383                          STATION DESCRIPTION
 GR1383
 GR1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1383'8.5 KM (5.3 MI) SW FROM GLENDALE.
 GR1383'8.5 KM (5.3 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST END
 GR1383'OF THE BRIDGE OVER THE MUDDY RIVER IN GLENDALE, 0.25 KM (0.15 MI)
 GR1383'SOUTHWEST OF MILEPOST 86, 19.9 METERS (65.5 FT) NORTHWEST OF THE SOUTH
 GR1383'BOUND CENTERLINE, 42.2 METERS (138.5 FT) SOUTHEAST OF THE RIGHT OF WAY
 GR1383'FENCE.
 GR1383'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 GR1383'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1347 ***********************************************************************
 GR1347  DESIGNATION -  N 407
 GR1347  PID         -  GR1347
 GR1347  STATE/COUNTY-  NV/CLARK
 GR1347  USGS QUAD   -  INDIAN SPRINGS (1973)
 GR1347
 GR1347                         *CURRENT SURVEY CONTROL
 GR1347  ___________________________________________________________________
 GR1347* NAD 83(1986)-  36 34 36.     (N)    115 38 42.     (W)     SCALED    
 GR1347* NAVD 88     -       957.625  (meters)    3141.81   (feet)  ADJUSTED  
 GR1347  ___________________________________________________________________
 GR1347  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 GR1347  DYNAMIC HT  -         956.604 (meters)    3138.46  (feet)  COMP
 GR1347  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 GR1347
 GR1347  VERT ORDER  -  FIRST     CLASS II
 GR1347
 GR1347.The horizontal coordinates were scaled from a topographic map and have
 GR1347.an estimated accuracy of +/- 6 seconds.
 GR1347
 GR1347.The orthometric height was determined by differential leveling
 GR1347.and adjusted by the National Geodetic Survey in June 1991..
 GR1347
 GR1347.The geoid height was determined by GEOID03.
 GR1347
 GR1347.The dynamic height is computed by dividing the NAVD 88
 GR1347.geopotential number by the normal gravity value computed on the
 GR1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR1347.degrees latitude (g = 980.6199 gals.).
 GR1347
 GR1347.The modeled gravity was interpolated from observed gravity values.
 GR1347
 GR1347;                    North         East    Units  Estimated Accuracy
 GR1347;SPC NV E     - 8,202,660.      194,480.      MT  (+/- 180 meters Scaled)
 GR1347
 GR1347                          SUPERSEDED SURVEY CONTROL
 GR1347
 GR1347  NGVD 29 (05/01/91)  956.815  (m)         3139.15   (f) ADJUSTED    1 2
 GR1347
 GR1347.Superseded values are not recommended for survey control.
 GR1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1347.See file dsdata.txt to determine how the superseded data were derived.
 GR1347
 GR1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA212487(NAD 83)
 GR1347_MARKER: I = METAL ROD
 GR1347_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GR1347_SP_SET: STAINLESS STEEL ROD
 GR1347_STAMPING: N 407 1983
 GR1347_MARK LOGO: NGS   
 GR1347_PROJECTION: FLUSH
 GR1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GR1347_ROD/PIPE-DEPTH: 2.1  meters
 GR1347
 GR1347  HISTORY     - Date     Condition        Report By
 GR1347  HISTORY     - 1983     MONUMENTED       NGS
 GR1347
 GR1347                          STATION DESCRIPTION
 GR1347
 GR1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GR1347'2.1 KM (1.3 MI) SE FROM INDIAN SPRINGS.
 GR1347'2.15 KM (1.35 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE POST OFFICE
 GR1347'IN INDIAN SPRINGS, 14.9 METERS (49 FT) NORTHEAST OF MILEPOST 118, 22.2
 GR1347'METERS (73 FT) NORTH OF THE WEST BOUND CENTERLINE, 39.0 METERS (128
 GR1347'FT) NORTHWEST OF THE WEST END OF THE NORTH HEADWALL FOR A 30-INCH
 GR1347'CORRUGATED METAL PIPE CULVERT.
 GR1347'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 GR1347'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0456 ***********************************************************************
 GS0456  DESIGNATION -  N 408
 GS0456  PID         -  GS0456
 GS0456  STATE/COUNTY-  NV/NYE
 GS0456  USGS QUAD   -  SPECTER RANGE SW (1984)
 GS0456
 GS0456                         *CURRENT SURVEY CONTROL
 GS0456  ___________________________________________________________________
 GS0456* NAD 83(1986)-  36 34 00.     (N)    116 08 43.     (W)     SCALED    
 GS0456* NAVD 88     -       846.567  (meters)    2777.45   (feet)  ADJUSTED  
 GS0456  ___________________________________________________________________
 GS0456  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GS0456  DYNAMIC HT  -         845.698 (meters)    2774.59  (feet)  COMP
 GS0456  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 GS0456
 GS0456  VERT ORDER  -  FIRST     CLASS II
 GS0456
 GS0456.The horizontal coordinates were scaled from a topographic map and have
 GS0456.an estimated accuracy of +/- 6 seconds.
 GS0456
 GS0456.The orthometric height was determined by differential leveling
 GS0456.and adjusted by the National Geodetic Survey in June 1991..
 GS0456
 GS0456.The geoid height was determined by GEOID03.
 GS0456
 GS0456.The dynamic height is computed by dividing the NAVD 88
 GS0456.geopotential number by the normal gravity value computed on the
 GS0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0456.degrees latitude (g = 980.6199 gals.).
 GS0456
 GS0456.The modeled gravity was interpolated from observed gravity values.
 GS0456
 GS0456;                    North         East    Units  Estimated Accuracy
 GS0456;SPC NV C     - 6,201,670.      546,670.      MT  (+/- 180 meters Scaled)
 GS0456
 GS0456                          SUPERSEDED SURVEY CONTROL
 GS0456
 GS0456  NGVD 29 (05/01/91)  845.765  (m)         2774.81   (f) ADJUSTED    1 2
 GS0456
 GS0456.Superseded values are not recommended for survey control.
 GS0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0456.See file dsdata.txt to determine how the superseded data were derived.
 GS0456
 GS0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA764471(NAD 83)
 GS0456_MARKER: DB = BENCH MARK DISK
 GS0456_SETTING: 66 = SET IN ROCK OUTCROP
 GS0456_SP_SET: ROCK OUTCROP
 GS0456_STAMPING: N 408 1983
 GS0456_MARK LOGO: NGS   
 GS0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0456+STABILITY: POSITION/ELEVATION WELL
 GS0456
 GS0456  HISTORY     - Date     Condition        Report By
 GS0456  HISTORY     - 1983     MONUMENTED       NGS
 GS0456
 GS0456                          STATION DESCRIPTION
 GS0456
 GS0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0456'24.5 KM (15.3 MI) SE FROM LATHROP WELLS.
 GS0456'24.5 KM (15.3 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 GS0456'STATE HIGHWAY 373 IN LATHROP WELLS, IN TOP OF AND 1.5 METERS (5 FT)
 GS0456'SOUTHWEST OF THE NORTHEAST EDGE OF A 15 BY 30 FOOT OUTCROP FLUSH WITH
 GS0456'THE SURFACE OF THE GROUND AT THE BASE OF THE NORTHEAST END OF A LARGE
 GS0456'KNOLL, 1.95 KM (1.2 MI) WEST OF THE JUNCTION OF STATE HIGHWAY 160,
 GS0456'1.95 KM (1.2 MI) SOUTH OF MILEPOST 15, 122.8 METERS (403 FT) SOUTH OF
 GS0456'THE HIGHWAY CENTERLINE, 73.4 METERS (241 FT) SOUTHWEST OF THE WEST ONE
 GS0456'OF TWO WOODEN FENCE BRACES, 68.6 METERS (205 FT) SOUTH OF THE RIGHT OF
 GS0456'WAY FENCE.
 GS0456'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 GS0456'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0505 ***********************************************************************
 GS0505  DESIGNATION -  N 409
 GS0505  PID         -  GS0505
 GS0505  STATE/COUNTY-  NV/NYE
 GS0505  USGS QUAD   -  BEATTY MTN (1987)
 GS0505
 GS0505                         *CURRENT SURVEY CONTROL
 GS0505  ___________________________________________________________________
 GS0505* NAD 83(1986)-  36 58 48.     (N)    116 43 26.     (W)     SCALED    
 GS0505* NAVD 88     -      1095.227  (meters)    3593.26   (feet)  ADJUSTED  
 GS0505  ___________________________________________________________________
 GS0505  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GS0505  DYNAMIC HT  -        1094.059 (meters)    3589.43  (feet)  COMP
 GS0505  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 GS0505
 GS0505  VERT ORDER  -  FIRST     CLASS II
 GS0505
 GS0505.The horizontal coordinates were scaled from a topographic map and have
 GS0505.an estimated accuracy of +/- 6 seconds.
 GS0505
 GS0505.The orthometric height was determined by differential leveling
 GS0505.and adjusted by the National Geodetic Survey in June 1991..
 GS0505
 GS0505.The geoid height was determined by GEOID03.
 GS0505
 GS0505.The dynamic height is computed by dividing the NAVD 88
 GS0505.geopotential number by the normal gravity value computed on the
 GS0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0505.degrees latitude (g = 980.6199 gals.).
 GS0505
 GS0505.The modeled gravity was interpolated from observed gravity values.
 GS0505
 GS0505;                    North         East    Units  Estimated Accuracy
 GS0505;SPC NV C     - 6,247,410.      494,910.      MT  (+/- 180 meters Scaled)
 GS0505
 GS0505                          SUPERSEDED SURVEY CONTROL
 GS0505
 GS0505  NGVD 29 (05/01/91) 1094.291  (m)         3590.19   (f) ADJUSTED    1 2
 GS0505
 GS0505.Superseded values are not recommended for survey control.
 GS0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0505.See file dsdata.txt to determine how the superseded data were derived.
 GS0505
 GS0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA245926(NAD 83)
 GS0505_MARKER: DB = BENCH MARK DISK
 GS0505_SETTING: 66 = SET IN ROCK OUTCROP
 GS0505_SP_SET: ROCK OUTCROP
 GS0505_STAMPING: N 409 1983
 GS0505_MARK LOGO: NGS   
 GS0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0505+STABILITY: POSITION/ELEVATION WELL
 GS0505
 GS0505  HISTORY     - Date     Condition        Report By
 GS0505  HISTORY     - 1983     MONUMENTED       NGS
 GS0505
 GS0505                          STATION DESCRIPTION
 GS0505
 GS0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0505'9.5 KM (5.9 MI) NORTH FROM BEATTY.
 GS0505'9.55 KM (5.95 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 GS0505'HIGHWAY 374 IN BEATTY, IN TOP OF AND 1.0 METER (3.5 FT) WEST OF THE
 GS0505'EAST END OF A 16- BY 20-FOOT PORTION OF QUARTZITE OUTCROP AT THE NORTH
 GS0505'END OF A OUTCROP CUT, 0.48 KM (0.3 MI) SOUTH OF MILEPOST 66, 0.25 KM
 GS0505'(0.15 MI) NORTH OF THE BRIDGE OVER THE AMARGOSA RIVER, 14.9 METERS (49
 GS0505'FT) WEST OF THE HIGHWAY CENTERLINE, 17.0 METERS (56 FT) NORTH OF THE
 GS0505'NORTH END OF A OUTCROP CUT, 1.8 METERS (6 FT) NORTH OF THE SOUTH EDGE
 GS0505'OF THE OUTCROP.
 GS0505'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 GS0505'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0351 ***********************************************************************
 MT0351  DESIGNATION -  N 41
 MT0351  PID         -  MT0351
 MT0351  STATE/COUNTY-  NV/ELKO
 MT0351  USGS QUAD   -  JACKPOT (1989)
 MT0351
 MT0351                         *CURRENT SURVEY CONTROL
 MT0351  ___________________________________________________________________
 MT0351* NAD 83(1986)-  41 55 18.     (N)    114 39 11.     (W)     SCALED    
 MT0351* NAVD 88     -      1588.224  (meters)    5210.70   (feet)  ADJUSTED  
 MT0351  ___________________________________________________________________
 MT0351  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 MT0351  DYNAMIC HT  -        1587.106 (meters)    5207.03  (feet)  COMP
 MT0351  MODELED GRAV-     979,862.3   (mgal)                       NAVD 88
 MT0351
 MT0351  VERT ORDER  -  SECOND    CLASS 0
 MT0351
 MT0351.The horizontal coordinates were scaled from a topographic map and have
 MT0351.an estimated accuracy of +/- 6 seconds.
 MT0351
 MT0351.The orthometric height was determined by differential leveling
 MT0351.and adjusted by the National Geodetic Survey in June 1991..
 MT0351
 MT0351.The geoid height was determined by GEOID03.
 MT0351
 MT0351.The dynamic height is computed by dividing the NAVD 88
 MT0351.geopotential number by the normal gravity value computed on the
 MT0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0351.degrees latitude (g = 980.6199 gals.).
 MT0351
 MT0351.The modeled gravity was interpolated from observed gravity values.
 MT0351
 MT0351;                    North         East    Units  Estimated Accuracy
 MT0351;SPC NV E     - 8,796,420.      277,160.      MT  (+/- 180 meters Scaled)
 MT0351
 MT0351                          SUPERSEDED SURVEY CONTROL
 MT0351
 MT0351  NGVD 29 (??/??/92) 1587.138  (m)         5207.14   (f) ADJ UNCH    2 0
 MT0351
 MT0351.Superseded values are not recommended for survey control.
 MT0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0351.See file dsdata.txt to determine how the superseded data were derived.
 MT0351
 MT0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG946437(NAD 83)
 MT0351_MARKER: DB = BENCH MARK DISK
 MT0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0351_STAMPING: N 41 1934
 MT0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0351+STABILITY: SURFACE MOTION
 MT0351
 MT0351  HISTORY     - Date     Condition        Report By
 MT0351  HISTORY     - 1934     MONUMENTED       CGS
 MT0351
 MT0351                          STATION DESCRIPTION
 MT0351
 MT0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0351'6.9 MI S FROM IDAVADA, IDAHO.
 MT0351'IN ELKO COUNTY, NEVADA, 6.9 MILES SOUTH ALONG THE OREGON SHORT LINE
 MT0351'RAILROAD FROM THE STATION SIGN AT IDAVADA, TWIN FALLS COUNTY, IDAHO,
 MT0351'201 FEET NORTH OF MILEPOST 57, 48 FEET WEST OF THE CENTERLINE OF THE
 MT0351'TRACK, AND 3 FEET WEST OF A FENCE LINE.  A STANDARD DISK, STAMPED N 41
 MT0351'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1698 ***********************************************************************
 GR1698  DESIGNATION -  N 41
 GR1698  PID         -  GR1698
 GR1698  STATE/COUNTY-  NV/CLARK
 GR1698  USGS QUAD   -  MIDDLE POINT (1983)
 GR1698
 GR1698                         *CURRENT SURVEY CONTROL
 GR1698  ___________________________________________________________________
 GR1698* NAD 83(1994)-  36 14 55.25427(N)    114 24 33.03428(W)     ADJUSTED  
 GR1698* NAVD 88     -       381.6    (meters)    1252.     (feet)  VERTCON   
 GR1698  ___________________________________________________________________
 GR1698  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 GR1698  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 GR1698
 GR1698  HORZ ORDER  -  THIRD
 GR1698
 GR1698.The horizontal coordinates were established by classical geodetic methods
 GR1698.and adjusted by the National Geodetic Survey in June 1998..
 GR1698
 GR1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1698
 GR1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1698
 GR1698.The geoid height was determined by GEOID03.
 GR1698
 GR1698;                    North         East     Units Scale Factor Converg.
 GR1698;SPC NV E     - 8,166,901.152   305,524.653   MT  1.00003716   +0 41 39.6
 GR1698;SPC NV E     -26,794,241.53  1,002,375.47   sFT  1.00003716   +0 41 39.6
 GR1698;UTM  11      - 4,014,644.827   732,793.549   MT  1.00026777   +1 31 57.4
 GR1698
 GR1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1698!SPC NV E     -   0.99994443  x   1.00003716  =   0.99998159
 GR1698!UTM  11      -   0.99994443  x   1.00026777  =   1.00021219
 GR1698
 GR1698:                Primary Azimuth Mark                     Grid Az
 GR1698:SPC NV E     -  N 39                                     200 14 30.2
 GR1698:UTM  11      -  N 39                                     199 24 12.4
 GR1698
 GR1698|---------------------------------------------------------------------|
 GR1698| PID    Reference Object                     Distance      Geod. Az  |
 GR1698|                                                           dddmmss.s |
 GR1698| GR1694 N 39                                APPROX. 1.7 KM 2005609.8 |
 GR1698|---------------------------------------------------------------------|
 GR1698
 GR1698                          SUPERSEDED SURVEY CONTROL
 GR1698
 GR1698  NAD 83(1994)-  36 14 55.25442(N)    114 24 33.03428(W) AD(       ) 3
 GR1698  NAD 83(1992)-  36 14 55.25433(N)    114 24 33.03429(W) AD(       ) 3
 GR1698  NAD 83(1986)-  36 14 55.24165(N)    114 24 33.02651(W) AD(       ) 3
 GR1698  NGVD 29 (06/27/88)  381.0    (m)         1250.     (f) VERT ANG       
 GR1698
 GR1698.Superseded values are not recommended for survey control.
 GR1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1698.See file dsdata.txt to determine how the superseded data were derived.
 GR1698
 GR1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3279414645(NAD 83)
 GR1698_MARKER: DS = TRIANGULATION STATION DISK
 GR1698_SETTING: 80 = SET IN A BOULDER
 GR1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1698+STABILITY: SURFACE MOTION
 GR1698
 GR1698  HISTORY     - Date     Condition        Report By
 GR1698  HISTORY     - 1948     MONUMENTED       USGS
 GR1698
 GR1698                          STATION DESCRIPTION
 GR1698
 GR1698'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1698'LOCATED ABOUT 1.5 MI SW. OF MIDDLE OF HERON ISLAND.  ON WEST SIDE
 GR1698'OF VIRGIN ARM, ABOUT 100 FT. SW. OF HIGH WATER MARK AT NORTHEAST
 GR1698'END OF RIDGE, ABOUT 20 FT. ABOVE HIGH WATER MARK.
 GR1698'
 GR1698'TO REACH NOT GIVEN.
 GR1698'
 GR1698'STATION MARK--STANDARD TABLET STAMPED---N41 1948---, CEMENTED IN
 GR1698'TOP OF BOULDER IN PLACE.
 GR1698'
 GR1698'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0854 ***********************************************************************
 HQ0854  DESIGNATION -  N 410
 HQ0854  PID         -  HQ0854
 HQ0854  STATE/COUNTY-  NV/ESMERALDA
 HQ0854  USGS QUAD   -  KLONDIKE (1982)
 HQ0854
 HQ0854                         *CURRENT SURVEY CONTROL
 HQ0854  ___________________________________________________________________
 HQ0854* NAD 83(1986)-  37 57 09.     (N)    117 16 01.     (W)     SCALED    
 HQ0854* NAVD 88     -      1594.867  (meters)    5232.49   (feet)  ADJUSTED  
 HQ0854  ___________________________________________________________________
 HQ0854  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 HQ0854  DYNAMIC HT  -        1593.117 (meters)    5226.75  (feet)  COMP
 HQ0854  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 HQ0854
 HQ0854  VERT ORDER  -  FIRST     CLASS II
 HQ0854
 HQ0854.The horizontal coordinates were scaled from a topographic map and have
 HQ0854.an estimated accuracy of +/- 6 seconds.
 HQ0854
 HQ0854.The orthometric height was determined by differential leveling
 HQ0854.and adjusted by the National Geodetic Survey in June 1991..
 HQ0854
 HQ0854.The geoid height was determined by GEOID03.
 HQ0854
 HQ0854.The dynamic height is computed by dividing the NAVD 88
 HQ0854.geopotential number by the normal gravity value computed on the
 HQ0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0854.degrees latitude (g = 980.6199 gals.).
 HQ0854
 HQ0854.The modeled gravity was interpolated from observed gravity values.
 HQ0854
 HQ0854;                    North         East    Units  Estimated Accuracy
 HQ0854;SPC NV W     - 4,356,150.      915,690.      MT  (+/- 180 meters Scaled)
 HQ0854
 HQ0854                          SUPERSEDED SURVEY CONTROL
 HQ0854
 HQ0854  NGVD 29 (05/01/91) 1593.709  (m)         5228.69   (f) ADJUSTED    1 2
 HQ0854
 HQ0854.Superseded values are not recommended for survey control.
 HQ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0854.See file dsdata.txt to determine how the superseded data were derived.
 HQ0854
 HQ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC765005(NAD 83)
 HQ0854_MARKER: DB = BENCH MARK DISK
 HQ0854_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0854_SP_SET: ROCK OUTCROP
 HQ0854_STAMPING: N 410 1983
 HQ0854_MARK LOGO: NGS   
 HQ0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0854+STABILITY: POSITION/ELEVATION WELL
 HQ0854
 HQ0854  HISTORY     - Date     Condition        Report By
 HQ0854  HISTORY     - 1983     MONUMENTED       NGS
 HQ0854
 HQ0854                          STATION DESCRIPTION
 HQ0854
 HQ0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0854'14.2 KM (8.8 MI) SOUTH FROM TONOPAH.
 HQ0854'14.2 KM (8.8 MI) SOUTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 HQ0854'HIGHWAY 6 IN TONOPAH, IN TOP OF THE WEST TOE OF A MASSIVE LONE OUTCROP
 HQ0854'KNOLL PROJECTING 20 FEET ABOVE THE DESERT FLOOR, 0.8 KM (0.5 MI) SOUTH
 HQ0854'OF A ROAD CROSSING, 85.3 METERS (280 FT) NORTHEAST OF THE HIGHWAY
 HQ0854'CENTERLINE, 36.5 METERS (120 FT) NORTHEAST OF THE CENTER OF A DIRT
 HQ0854'ROAD, 18.2 METERS (60 FT) SOUTH OF A SMALL CAVE, 1 FOOT ABOVE THE
 HQ0854'SURFACE OF THE GROUND.
 HQ0854'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 HQ0854'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0325 ***********************************************************************
 MU0325  DESIGNATION -  N 411
 MU0325  PID         -  MU0325
 MU0325  STATE/COUNTY-  NV/ELKO
 MU0325  USGS QUAD   -  OWYHEE (1971)
 MU0325
 MU0325                         *CURRENT SURVEY CONTROL
 MU0325  ___________________________________________________________________
 MU0325* NAD 83(1986)-  41 56 16.     (N)    116 05 45.     (W)     SCALED    
 MU0325* NAVD 88     -      1648.111  (meters)    5407.18   (feet)  ADJUSTED  
 MU0325  ___________________________________________________________________
 MU0325  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 MU0325  DYNAMIC HT  -        1646.917 (meters)    5403.26  (feet)  COMP
 MU0325  MODELED GRAV-     979,839.3   (mgal)                       NAVD 88
 MU0325
 MU0325  VERT ORDER  -  FIRST     CLASS II
 MU0325
 MU0325.The horizontal coordinates were scaled from a topographic map and have
 MU0325.an estimated accuracy of +/- 6 seconds.
 MU0325
 MU0325.The orthometric height was determined by differential leveling
 MU0325.and adjusted by the National Geodetic Survey in June 1991..
 MU0325
 MU0325.The geoid height was determined by GEOID03.
 MU0325
 MU0325.The dynamic height is computed by dividing the NAVD 88
 MU0325.geopotential number by the normal gravity value computed on the
 MU0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0325.degrees latitude (g = 980.6199 gals.).
 MU0325
 MU0325.The modeled gravity was interpolated from observed gravity values.
 MU0325
 MU0325;                    North         East    Units  Estimated Accuracy
 MU0325;SPC NV E     - 8,797,920.      157,500.      MT  (+/- 180 meters Scaled)
 MU0325
 MU0325                          SUPERSEDED SURVEY CONTROL
 MU0325
 MU0325.No superseded survey control is available for this station.
 MU0325
 MU0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG749432(NAD 83)
 MU0325_MARKER: DV = VERTICAL CONTROL DISK
 MU0325_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MU0325_SP_SET: HEADWALL
 MU0325_STAMPING: N 411 1983
 MU0325_MARK LOGO: NGS   
 MU0325_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0325+STABILITY: SURFACE MOTION
 MU0325
 MU0325  HISTORY     - Date     Condition        Report By
 MU0325  HISTORY     - 1983     MONUMENTED       NGS
 MU0325  HISTORY     - 19840601 GOOD             NGS
 MU0325
 MU0325                          STATION DESCRIPTION
 MU0325
 MU0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0325'LOCATION--0.7 KM (0.4 MI) SOUTH OF OWYHEE. 0.7 KM (0.45 MI) SOUTH
 MU0325'ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, AT THE NORTHWEST
 MU0325'CORNER OF THE T JUNCTION OF STATE HIGHWAY 11, IN TOP OF A CONCRETE
 MU0325'WALL ON THE EAST SIDE OF AN IRRIGATION CONTROL DAM, 24.4 M (80 FT)
 MU0325'WEST OF THE HIGHWAY CENTERLINE AND 27.1 M (89 FT) NORTH OF THE
 MU0325'CENTERLINE OF STATE HIGHWAY 11.  3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0792 ***********************************************************************
 HQ0792  DESIGNATION -  N 412
 HQ0792  PID         -  HQ0792
 HQ0792  STATE/COUNTY-  NV/NYE
 HQ0792  USGS QUAD   -  SPRINGDALE NE (1986)
 HQ0792
 HQ0792                         *CURRENT SURVEY CONTROL
 HQ0792  ___________________________________________________________________
 HQ0792* NAD 83(1986)-  37 07 54.     (N)    116 50 34.     (W)     SCALED    
 HQ0792* NAVD 88     -      1221.625  (meters)    4007.95   (feet)  ADJUSTED  
 HQ0792  ___________________________________________________________________
 HQ0792  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 HQ0792  DYNAMIC HT  -        1220.299 (meters)    4003.60  (feet)  COMP
 HQ0792  MODELED GRAV-     979,503.8   (mgal)                       NAVD 88
 HQ0792
 HQ0792  VERT ORDER  -  FIRST     CLASS II
 HQ0792
 HQ0792.The horizontal coordinates were scaled from a topographic map and have
 HQ0792.an estimated accuracy of +/- 6 seconds.
 HQ0792
 HQ0792.The orthometric height was determined by differential leveling
 HQ0792.and adjusted by the National Geodetic Survey in June 1991..
 HQ0792
 HQ0792.The geoid height was determined by GEOID03.
 HQ0792
 HQ0792.The dynamic height is computed by dividing the NAVD 88
 HQ0792.geopotential number by the normal gravity value computed on the
 HQ0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0792.degrees latitude (g = 980.6199 gals.).
 HQ0792
 HQ0792.The modeled gravity was interpolated from observed gravity values.
 HQ0792
 HQ0792;                    North         East    Units  Estimated Accuracy
 HQ0792;SPC NV C     - 6,264,250.      484,350.      MT  (+/- 180 meters Scaled)
 HQ0792
 HQ0792                          SUPERSEDED SURVEY CONTROL
 HQ0792
 HQ0792  NGVD 29 (05/01/91) 1220.639  (m)         4004.71   (f) ADJUSTED    1 2
 HQ0792
 HQ0792.Superseded values are not recommended for survey control.
 HQ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0792.See file dsdata.txt to determine how the superseded data were derived.
 HQ0792
 HQ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB139094(NAD 83)
 HQ0792_MARKER: I = METAL ROD
 HQ0792_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HQ0792_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HQ0792_STAMPING: N 412 1983
 HQ0792_MARK LOGO: NGS   
 HQ0792_PROJECTION: FLUSH
 HQ0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0792+STABILITY: POSITION/ELEVATION WELL
 HQ0792_ROD/PIPE-DEPTH: 9.1  meters
 HQ0792
 HQ0792  HISTORY     - Date     Condition        Report By
 HQ0792  HISTORY     - 1983     MONUMENTED       NGS
 HQ0792
 HQ0792                          STATION DESCRIPTION
 HQ0792
 HQ0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HQ0792'30.3 KM (18.9 MI) NORTH FROM BEATTY.
 HQ0792'30.35 KM (18.95 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 HQ0792'STATE HIGHWAY 374 IN BEATTY, IN THE NORTH CORNER OF THE T-JUNCTION OF
 HQ0792'A DIRT ROAD LEADING NORTHEAST, 1.35 KM (0.85 MI) SOUTHEAST OF THE
 HQ0792'T-JUNCTION OF A PAVED ROAD LEADING NORTHEAST INTO THE NELLIS AIR FORCE
 HQ0792'RANGE, 0.4 KM (0.25 MI) SOUTHEAST OF MILEPOST 79, 67.6 METERS (222 FT)
 HQ0792'NORTHEAST OF THE HIGHWAY CENTERLINE, 16.0 METERS (52.5 FT) NORTHWEST
 HQ0792'OF THE CENTER OF THE DIRT ROAD, 2.6 METERS (8.5 FT) SOUTHEAST OF
 HQ0792'TELEPHONE POLE 5580, 0.3 METER (1 FT) ABOVE THE DIRT ROAD.
 HQ0792'THE MARK IS 0.9 METERS  NW FROM A WITNESS POST.
 HQ0792'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0345 ***********************************************************************
 MU0345  DESIGNATION -  N 413
 MU0345  PID         -  MU0345
 MU0345  STATE/COUNTY-  NV/ELKO
 MU0345  USGS QUAD   -  DEEP CREEK (1987)
 MU0345
 MU0345                         *CURRENT SURVEY CONTROL
 MU0345  ___________________________________________________________________
 MU0345* NAD 83(1986)-  41 33 52.     (N)    116 08 43.     (W)     SCALED    
 MU0345* NAVD 88     -      1736.461  (meters)    5697.04   (feet)  ADJUSTED  
 MU0345  ___________________________________________________________________
 MU0345  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 MU0345  DYNAMIC HT  -        1735.085 (meters)    5692.52  (feet)  COMP
 MU0345  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 MU0345
 MU0345  VERT ORDER  -  FIRST     CLASS II
 MU0345
 MU0345.The horizontal coordinates were scaled from a topographic map and have
 MU0345.an estimated accuracy of +/- 6 seconds.
 MU0345
 MU0345.The orthometric height was determined by differential leveling
 MU0345.and adjusted by the National Geodetic Survey in June 1991..
 MU0345
 MU0345.The geoid height was determined by GEOID03.
 MU0345
 MU0345.The dynamic height is computed by dividing the NAVD 88
 MU0345.geopotential number by the normal gravity value computed on the
 MU0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0345.degrees latitude (g = 980.6199 gals.).
 MU0345
 MU0345.The modeled gravity was interpolated from observed gravity values.
 MU0345
 MU0345;                    North         East    Units  Estimated Accuracy
 MU0345;SPC NV E     - 8,756,480.      153,130.      MT  (+/- 180 meters Scaled)
 MU0345
 MU0345                          SUPERSEDED SURVEY CONTROL
 MU0345
 MU0345.No superseded survey control is available for this station.
 MU0345
 MU0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG712017(NAD 83)
 MU0345_MARKER: DV = VERTICAL CONTROL DISK
 MU0345_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MU0345_SP_SET: HEADWALL
 MU0345_STAMPING: N 413 1983
 MU0345_MARK LOGO: NGS   
 MU0345_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0345+STABILITY: SURFACE MOTION
 MU0345
 MU0345  HISTORY     - Date     Condition        Report By
 MU0345  HISTORY     - 1983     MONUMENTED       NGS
 MU0345  HISTORY     - 19840601 GOOD             NGS
 MU0345
 MU0345                          STATION DESCRIPTION
 MU0345
 MU0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0345'LOCATED IN THE CITY OR TOWN OF DEEP CREEK. IN DEEP CREEK, AT THE
 MU0345'JUNCTIONS OF STATE HIGHWAYS 11, 11A AND 226, IN THE NORTHEAST END OF
 MU0345'THE NORTH HEADWALL FOR A 6- BY 25-FOOT CONCRETE BOX CULVERT, 4.3 M (14
 MU0345'FT) EAST OF THE HIGHWAY CENTERLINE.  ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0370 ***********************************************************************
 MU0370  DESIGNATION -  N 414
 MU0370  PID         -  MU0370
 MU0370  STATE/COUNTY-  NV/ELKO
 MU0370  USGS QUAD   -  STAMPEDE RANCH (1970)
 MU0370
 MU0370                         *CURRENT SURVEY CONTROL
 MU0370  ___________________________________________________________________
 MU0370* NAD 83(1986)-  41 14 25.     (N)    116 02 43.     (W)     SCALED    
 MU0370* NAVD 88     -      1915.729  (meters)    6285.19   (feet)  ADJUSTED  
 MU0370  ___________________________________________________________________
 MU0370  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 MU0370  DYNAMIC HT  -        1914.122 (meters)    6279.92  (feet)  COMP
 MU0370  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 MU0370
 MU0370  VERT ORDER  -  FIRST     CLASS II
 MU0370
 MU0370.The horizontal coordinates were scaled from a topographic map and have
 MU0370.an estimated accuracy of +/- 6 seconds.
 MU0370
 MU0370.The orthometric height was determined by differential leveling
 MU0370.and adjusted by the National Geodetic Survey in June 1991..
 MU0370
 MU0370.The geoid height was determined by GEOID03.
 MU0370
 MU0370.The dynamic height is computed by dividing the NAVD 88
 MU0370.geopotential number by the normal gravity value computed on the
 MU0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0370.degrees latitude (g = 980.6199 gals.).
 MU0370
 MU0370.The modeled gravity was interpolated from observed gravity values.
 MU0370
 MU0370;                    North         East    Units  Estimated Accuracy
 MU0370;SPC NV E     - 8,720,430.      161,280.      MT  (+/- 180 meters Scaled)
 MU0370
 MU0370                          SUPERSEDED SURVEY CONTROL
 MU0370
 MU0370.No superseded survey control is available for this station.
 MU0370
 MU0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF800658(NAD 83)
 MU0370_MARKER: I = METAL ROD
 MU0370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MU0370_SP_SET: STAINLESS STEEL ROD
 MU0370_STAMPING: N 414 1983
 MU0370_MARK LOGO: NGS   
 MU0370_MAGNETIC: I = MARKER IS A STEEL ROD
 MU0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0370
 MU0370  HISTORY     - Date     Condition        Report By
 MU0370  HISTORY     - 1983     MONUMENTED       NGS
 MU0370  HISTORY     - 19840601 GOOD             NGS
 MU0370
 MU0370                          STATION DESCRIPTION
 MU0370
 MU0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0370'LOCATION--18.8 KM (11.7 MI) SE OF TUSCARORA. 18.8 KM (11.7 MI)
 MU0370'SOUTHEAST ALONG ELKO ROAD FROM THE POST OFFICE IN TUSCARORA, 0.2 KM
 MU0370'(0.1 MI) NORTHWEST OF MILEPOST 13, AT A WIRE GATE, 14.9 M (49 FT)
 MU0370'NORTH OF THE HIGHWAY CENTERLINE AND 0.9 M (3 FT) SOUTH OF THE RIGHT OF
 MU0370'WAY FENCE.  A STAINLESS STEEL ROD SET TO THE DEPTH OF 9.7 M ENCASED IN
 MU0370'A PIPE FLUSH WITH THE GROUND.  2.4 M ABOVE THE HIGHWAY.  0.6 M
 MU0370'SOUTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0554 ***********************************************************************
 LQ0554  DESIGNATION -  N 415
 LQ0554  PID         -  LQ0554
 LQ0554  STATE/COUNTY-  NV/ELKO
 LQ0554  USGS QUAD   -  ADOBE SUMMIT (1962)
 LQ0554
 LQ0554                         *CURRENT SURVEY CONTROL
 LQ0554  ___________________________________________________________________
 LQ0554* NAD 83(1986)-  40 56 25.     (N)    115 52 39.     (W)     SCALED    
 LQ0554* NAVD 88     -      1936.712  (meters)    6354.03   (feet)  ADJUSTED  
 LQ0554  ___________________________________________________________________
 LQ0554  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 LQ0554  DYNAMIC HT  -        1935.021 (meters)    6348.48  (feet)  COMP
 LQ0554  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 LQ0554
 LQ0554  VERT ORDER  -  FIRST     CLASS II
 LQ0554
 LQ0554.The horizontal coordinates were scaled from a topographic map and have
 LQ0554.an estimated accuracy of +/- 6 seconds.
 LQ0554
 LQ0554.The orthometric height was determined by differential leveling
 LQ0554.and adjusted by the National Geodetic Survey in June 1991..
 LQ0554
 LQ0554.The geoid height was determined by GEOID03.
 LQ0554
 LQ0554.The dynamic height is computed by dividing the NAVD 88
 LQ0554.geopotential number by the normal gravity value computed on the
 LQ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0554.degrees latitude (g = 980.6199 gals.).
 LQ0554
 LQ0554.The modeled gravity was interpolated from observed gravity values.
 LQ0554
 LQ0554;                    North         East    Units  Estimated Accuracy
 LQ0554;SPC NV E     - 8,687,060.      175,230.      MT  (+/- 180 meters Scaled)
 LQ0554
 LQ0554                          SUPERSEDED SURVEY CONTROL
 LQ0554
 LQ0554.No superseded survey control is available for this station.
 LQ0554
 LQ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF944327(NAD 83)
 LQ0554_MARKER: I = METAL ROD
 LQ0554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LQ0554_SP_SET: STAINLESS STEEL ROD
 LQ0554_STAMPING: N 415 1983
 LQ0554_MARK LOGO: NGS   
 LQ0554_MAGNETIC: I = MARKER IS A STEEL ROD
 LQ0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0554
 LQ0554  HISTORY     - Date     Condition        Report By
 LQ0554  HISTORY     - 1983     MONUMENTED       NGS
 LQ0554  HISTORY     - 19840601 GOOD             NGS
 LQ0554
 LQ0554                          STATION DESCRIPTION
 LQ0554
 LQ0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 LQ0554'LOCATION--18.2 KM (11.3 MI) NORTH OF ELKO. 18.2 KM (11.3 MI) NORTH
 LQ0554'ALONG STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80 AT ELKO, AT
 LQ0554'A GRAVEL ROAD LEADING WEST, 0.2 KM (0.1 MI) NORTH OF MILEPOST 39, 37.1
 LQ0554'M (122 FT) WEST OF THE HIGHWAY CENTERLINE, 11.6 M (38.5 FT) SOUTH OF
 LQ0554'THE CENTER OF THE ROAD AND 0.9 M (3 FT) EAST OF A FENCE CORNER.  A
 LQ0554'STAINLESS STEEL ROD SET TO THE DEPTH OF 12.1 M ENCASED IN A PIPE FLUSH
 LQ0554'WITH THE GROUND. ABOUT LEVEL WITH THE HIGHWAY.  1.0 M NORTH FROM A
 LQ0554'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0512 ***********************************************************************
 GS0512  DESIGNATION -  N 416
 GS0512  PID         -  GS0512
 GS0512  STATE/COUNTY-  NV/NYE
 GS0512  USGS QUAD   -  DAYLIGHT PASS (1988)
 GS0512
 GS0512                         *CURRENT SURVEY CONTROL
 GS0512  ___________________________________________________________________
 GS0512* NAD 83(1986)-  36 50 03.     (N)    116 52 39.     (W)     SCALED    
 GS0512* NAVD 88     -      1078.911  (meters)    3539.73   (feet)  ADJUSTED  
 GS0512  ___________________________________________________________________
 GS0512  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 GS0512  DYNAMIC HT  -        1077.784 (meters)    3536.03  (feet)  COMP
 GS0512  MODELED GRAV-     979,550.2   (mgal)                       NAVD 88
 GS0512
 GS0512  VERT ORDER  -  FIRST     CLASS II
 GS0512
 GS0512.The horizontal coordinates were scaled from a topographic map and have
 GS0512.an estimated accuracy of +/- 6 seconds.
 GS0512
 GS0512.The orthometric height was determined by differential leveling
 GS0512.and adjusted by the National Geodetic Survey in June 1991..
 GS0512
 GS0512.The geoid height was determined by GEOID03.
 GS0512
 GS0512.The dynamic height is computed by dividing the NAVD 88
 GS0512.geopotential number by the normal gravity value computed on the
 GS0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0512.degrees latitude (g = 980.6199 gals.).
 GS0512
 GS0512.The modeled gravity was interpolated from observed gravity values.
 GS0512
 GS0512;                    North         East    Units  Estimated Accuracy
 GS0512;SPC NV C     - 6,231,250.      481,200.      MT  (+/- 180 meters Scaled)
 GS0512
 GS0512                          SUPERSEDED SURVEY CONTROL
 GS0512
 GS0512  NGVD 29 (05/01/91) 1077.983  (m)         3536.68   (f) ADJUSTED    1 2
 GS0512
 GS0512.Superseded values are not recommended for survey control.
 GS0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0512.See file dsdata.txt to determine how the superseded data were derived.
 GS0512
 GS0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA109764(NAD 83)
 GS0512_MARKER: I = METAL ROD
 GS0512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GS0512_SP_SET: STAINLESS STEEL ROD
 GS0512_STAMPING: N 416 1983
 GS0512_MARK LOGO: NGS   
 GS0512_PROJECTION: FLUSH
 GS0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0512_ROD/PIPE-DEPTH: 4.2  meters
 GS0512
 GS0512  HISTORY     - Date     Condition        Report By
 GS0512  HISTORY     - 1983     MONUMENTED       NGS
 GS0512
 GS0512                          STATION DESCRIPTION
 GS0512
 GS0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0512'13.9 KM (8.7 MI) SW FROM BEATTY.
 GS0512'13.9 KM (8.7 MI) SOUTHWEST ALONG STATE HIGHWAY 374 FROM ITS JUNCTION
 GS0512'WITH US HIGHWAY 95 IN BEATTY, 0.35 KM (0.2 MI) NORTHEAST OF THE DEATH
 GS0512'VALLEY NATIONAL PARK BOUNDARY AND MILEPOST 0, 28.2 METERS (92.5 FT)
 GS0512'SOUTHEAST OF THE HIGHWAY CENTERLINE.
 GS0512'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 GS0512'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0457 ***********************************************************************
 JQ0457  DESIGNATION -  N 417
 JQ0457  PID         -  JQ0457
 JQ0457  STATE/COUNTY-  NV/NYE
 JQ0457  USGS QUAD   -  WARM SPRINGS NW (1968)
 JQ0457
 JQ0457                         *CURRENT SURVEY CONTROL
 JQ0457  ___________________________________________________________________
 JQ0457* NAD 83(1986)-  38 09 40.     (N)    116 29 22.     (W)     SCALED    
 JQ0457* NAVD 88     -      1834.532  (meters)    6018.79   (feet)  ADJUSTED  
 JQ0457  ___________________________________________________________________
 JQ0457  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 JQ0457  DYNAMIC HT  -        1832.480 (meters)    6012.06  (feet)  COMP
 JQ0457  MODELED GRAV-     979,445.0   (mgal)                       NAVD 88
 JQ0457
 JQ0457  VERT ORDER  -  FIRST     CLASS II
 JQ0457
 JQ0457.The horizontal coordinates were scaled from a topographic map and have
 JQ0457.an estimated accuracy of +/- 6 seconds.
 JQ0457
 JQ0457.The orthometric height was determined by differential leveling
 JQ0457.and adjusted by the National Geodetic Survey in June 1991..
 JQ0457
 JQ0457.The geoid height was determined by GEOID03.
 JQ0457
 JQ0457.The dynamic height is computed by dividing the NAVD 88
 JQ0457.geopotential number by the normal gravity value computed on the
 JQ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0457.degrees latitude (g = 980.6199 gals.).
 JQ0457
 JQ0457.The modeled gravity was interpolated from observed gravity values.
 JQ0457
 JQ0457;                    North         East    Units  Estimated Accuracy
 JQ0457;SPC NV C     - 6,378,500.      515,530.      MT  (+/- 180 meters Scaled)
 JQ0457
 JQ0457                          SUPERSEDED SURVEY CONTROL
 JQ0457
 JQ0457.No superseded survey control is available for this station.
 JQ0457
 JQ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC447238(NAD 83)
 JQ0457_MARKER: I = METAL ROD
 JQ0457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0457_SP_SET: STAINLESS STEEL ROD
 JQ0457_STAMPING: N 417 1984
 JQ0457_MARK LOGO: NGS   
 JQ0457_PROJECTION: FLUSH
 JQ0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JQ0457_ROD/PIPE-DEPTH: 7.3  meters
 JQ0457
 JQ0457  HISTORY     - Date     Condition        Report By
 JQ0457  HISTORY     - 1984     MONUMENTED       NGS
 JQ0457
 JQ0457                          STATION DESCRIPTION
 JQ0457
 JQ0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0457'12.3 KM (7.7 MI) WEST FROM WARM SPRINGS.
 JQ0457'12.3 KM (7.7 MI) WEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 JQ0457'HIGHWAY 375 AT WARM SPRINGS, ON TOP OF A LOW CUT, 0.45 KM (0.3 MI)
 JQ0457'WEST OF MILEPOST 44 AND 17.4 METERS (57 FT) SOUTH OF THE HIGHWAY
 JQ0457'CENTERLINE.
 JQ0457'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 JQ0457'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0482 ***********************************************************************
 JQ0482  DESIGNATION -  N 418
 JQ0482  PID         -  JQ0482
 JQ0482  STATE/COUNTY-  NV/NYE
 JQ0482  USGS QUAD   -  LUNAR CRATER (1967)
 JQ0482
 JQ0482                         *CURRENT SURVEY CONTROL
 JQ0482  ___________________________________________________________________
 JQ0482* NAD 83(1986)-  38 28 30.     (N)    116 02 38.     (W)     SCALED    
 JQ0482* NAVD 88     -      1763.421  (meters)    5785.49   (feet)  ADJUSTED  
 JQ0482  ___________________________________________________________________
 JQ0482  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 JQ0482  DYNAMIC HT  -        1761.497 (meters)    5779.18  (feet)  COMP
 JQ0482  MODELED GRAV-     979,475.1   (mgal)                       NAVD 88
 JQ0482
 JQ0482  VERT ORDER  -  FIRST     CLASS II
 JQ0482
 JQ0482.The horizontal coordinates were scaled from a topographic map and have
 JQ0482.an estimated accuracy of +/- 6 seconds.
 JQ0482
 JQ0482.The orthometric height was determined by differential leveling
 JQ0482.and adjusted by the National Geodetic Survey in June 1991..
 JQ0482
 JQ0482.The geoid height was determined by GEOID03.
 JQ0482
 JQ0482.The dynamic height is computed by dividing the NAVD 88
 JQ0482.geopotential number by the normal gravity value computed on the
 JQ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JQ0482.degrees latitude (g = 980.6199 gals.).
 JQ0482
 JQ0482.The modeled gravity was interpolated from observed gravity values.
 JQ0482
 JQ0482;                    North         East    Units  Estimated Accuracy
 JQ0482;SPC NV C     - 6,413,510.      554,340.      MT  (+/- 180 meters Scaled)
 JQ0482
 JQ0482                          SUPERSEDED SURVEY CONTROL
 JQ0482
 JQ0482.No superseded survey control is available for this station.
 JQ0482
 JQ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC834589(NAD 83)
 JQ0482_MARKER: I = METAL ROD
 JQ0482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JQ0482_SP_SET: STAINLESS STEEL ROD
 JQ0482_STAMPING: N 418 1984
 JQ0482_MARK LOGO: NGS   
 JQ0482_PROJECTION: FLUSH
 JQ0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0482+STABILITY: POSITION/ELEVATION WELL
 JQ0482_ROD/PIPE-DEPTH: 7.3  meters
 JQ0482
 JQ0482  HISTORY     - Date     Condition        Report By
 JQ0482  HISTORY     - 1984     MONUMENTED       NGS
 JQ0482
 JQ0482                          STATION DESCRIPTION
 JQ0482
 JQ0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JQ0482'45.9 KM (28.7 MI) NE FROM WARM SPRINGS.
 JQ0482'45.95 KM (28.7 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JQ0482'STATE HIGHWAY 375 AT WARM SPRINGS, 1.05 KM (0.6 MI) SOUTHEAST OF THE T
 JQ0482'JUNCTION OF LUNAR CRATER ROAD, 0.6 KM (0.4 MI) NORTHWEST OF MILEPOST
 JQ0482'80, 15.8 METERS (52 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 JQ0482'9.9 METERS (32.5 FT) SOUTHWEST OF THE TOP CENTER OF OF A DIRT LEEVE
 JQ0482'AND 3.6 METERS (12 FT) NORTHEAST OF A NEVADA HIGHWAY DEPARTMENT BENCH
 JQ0482'MARK.
 JQ0482'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 JQ0482'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0302 ***********************************************************************
 JP0302  DESIGNATION -  N 419
 JP0302  PID         -  JP0302
 JP0302  STATE/COUNTY-  NV/NYE
 JP0302  USGS QUAD   -  WHITE PINE PEAK (1990)
 JP0302
 JP0302                         *CURRENT SURVEY CONTROL
 JP0302  ___________________________________________________________________
 JP0302* NAD 83(1986)-  38 45 30.     (N)    115 26 38.     (W)     SCALED    
 JP0302* NAVD 88     -      1655.517  (meters)    5431.48   (feet)  ADJUSTED  
 JP0302  ___________________________________________________________________
 JP0302  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 JP0302  DYNAMIC HT  -        1653.761 (meters)    5425.71  (feet)  COMP
 JP0302  MODELED GRAV-     979,509.6   (mgal)                       NAVD 88
 JP0302
 JP0302  VERT ORDER  -  FIRST     CLASS II
 JP0302
 JP0302.The horizontal coordinates were scaled from a topographic map and have
 JP0302.an estimated accuracy of +/- 6 seconds.
 JP0302
 JP0302.The orthometric height was determined by differential leveling
 JP0302.and adjusted by the National Geodetic Survey in June 1991..
 JP0302
 JP0302.The geoid height was determined by GEOID03.
 JP0302
 JP0302.The dynamic height is computed by dividing the NAVD 88
 JP0302.geopotential number by the normal gravity value computed on the
 JP0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JP0302.degrees latitude (g = 980.6199 gals.).
 JP0302
 JP0302.The modeled gravity was interpolated from observed gravity values.
 JP0302
 JP0302;                    North         East    Units  Estimated Accuracy
 JP0302;SPC NV C     - 6,445,480.      606,280.      MT  (+/- 180 meters Scaled)
 JP0302
 JP0302                          SUPERSEDED SURVEY CONTROL
 JP0302
 JP0302.No superseded survey control is available for this station.
 JP0302
 JP0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC352911(NAD 83)
 JP0302_MARKER: I = METAL ROD
 JP0302_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JP0302+WITH SETTING: INFORMATION.
 JP0302_SP_SET: SHALLOW SET METAL ROD
 JP0302_STAMPING: N 419 1984
 JP0302_MARK LOGO: NGS   
 JP0302_PROJECTION: FLUSH
 JP0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JP0302_ROD/PIPE-DEPTH: 1.8  meters
 JP0302
 JP0302  HISTORY     - Date     Condition        Report By
 JP0302  HISTORY     - 1984     MONUMENTED       NGS
 JP0302
 JP0302                          STATION DESCRIPTION
 JP0302
 JP0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JP0302'3.0 KM (1.9 MI) NE FROM CURRANT.
 JP0302'3.05 KM (1.9 MI) NORTHEAST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 JP0302'STATE HIGHWAY 379 AT CURRANT, 14.9 METERS (49 FT) SOUTHEAST OF THE
 JP0302'HIGHWAY CENTERLINE, 87.2 METERS (286 FT) SOUTHWEST OF THE SOUTHWEST
 JP0302'END OF THE SOUTHEAST HEADWALL FOR A 36-INCH CORRUGATED METAL PIPE
 JP0302'CULVERT, 86.2 METERS (283 FT) SOUTHWEST OF MILEPOST 120, 3.2 METERS
 JP0302'(10.5 FT) SOUTHWEST OF THE SOUTHWEST GATE POST FOR A WIRE GATE AND
 JP0302'0.5 METER (1.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 JP0302'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 JP0302'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0061 ***********************************************************************
 KP0061  DESIGNATION -  N 42
 KP0061  PID         -  KP0061
 KP0061  STATE/COUNTY-  NV/WHITE PINE
 KP0061  USGS QUAD   -  WARD CHARCOAL OVENS (1990)
 KP0061
 KP0061                         *CURRENT SURVEY CONTROL
 KP0061  ___________________________________________________________________
 KP0061* NAD 83(1986)-  39 06 39.     (N)    114 46 05.     (W)     SCALED    
 KP0061* NAVD 88     -      2020.303  (meters)    6628.28   (feet)  ADJUSTED  
 KP0061  ___________________________________________________________________
 KP0061  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 KP0061  DYNAMIC HT  -        2018.055 (meters)    6620.90  (feet)  COMP
 KP0061  MODELED GRAV-     979,442.9   (mgal)                       NAVD 88
 KP0061
 KP0061  VERT ORDER  -  FIRST     CLASS II
 KP0061
 KP0061.The horizontal coordinates were scaled from a topographic map and have
 KP0061.an estimated accuracy of +/- 6 seconds.
 KP0061
 KP0061.The orthometric height was determined by differential leveling
 KP0061.and adjusted by the National Geodetic Survey in June 1991..
 KP0061
 KP0061.The geoid height was determined by GEOID03.
 KP0061
 KP0061.The dynamic height is computed by dividing the NAVD 88
 KP0061.geopotential number by the normal gravity value computed on the
 KP0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0061.degrees latitude (g = 980.6199 gals.).
 KP0061
 KP0061.The modeled gravity was interpolated from observed gravity values.
 KP0061
 KP0061;                    North         East    Units  Estimated Accuracy
 KP0061;SPC NV E     - 8,484,220.      270,510.      MT  (+/- 180 meters Scaled)
 KP0061
 KP0061                          SUPERSEDED SURVEY CONTROL
 KP0061
 KP0061  NGVD 29 (??/??/92) 2018.991  (m)         6623.97   (f) ADJ UNCH    1 2
 KP0061
 KP0061.Superseded values are not recommended for survey control.
 KP0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0061.See file dsdata.txt to determine how the superseded data were derived.
 KP0061
 KP0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD929314(NAD 83)
 KP0061_MARKER: DB = BENCH MARK DISK
 KP0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KP0061_SP_SET: CULVERT
 KP0061_STAMPING: N 42 1934
 KP0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KP0061
 KP0061  HISTORY     - Date     Condition        Report By
 KP0061  HISTORY     - 1934     MONUMENTED       CGS
 KP0061  HISTORY     - 1960     MARK NOT FOUND   NGS
 KP0061  HISTORY     - 1984     MARK NOT FOUND   NGS
 KP0061
 KP0061                          STATION DESCRIPTION
 KP0061
 KP0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KP0061'12.7 MI SE FROM ELY.
 KP0061'12.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM THE COUNTY COURTHOUSE
 KP0061'AT ELY, 60 FEET NORTHWEST OF A CONCRETE CULVERT, AND 45 FEET WEST OF
 KP0061'THE CENTERLINE OF THE HIGHWAY.
 KP0061
 KP0061                          STATION RECOVERY (1984)
 KP0061
 KP0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KP0061'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1699 ***********************************************************************
 GR1699  DESIGNATION -  N 42
 GR1699  PID         -  GR1699
 GR1699  STATE/COUNTY-  NV/CLARK
 GR1699  USGS QUAD   -  MIDDLE POINT (1983)
 GR1699
 GR1699                         *CURRENT SURVEY CONTROL
 GR1699  ___________________________________________________________________
 GR1699* NAD 83(1994)-  36 14 32.30799(N)    114 22 43.59941(W)     ADJUSTED  
 GR1699* NAVD 88     -       378.6    (meters)    1242.     (feet)  VERTCON   
 GR1699  ___________________________________________________________________
 GR1699  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 GR1699  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 GR1699
 GR1699  HORZ ORDER  -  THIRD
 GR1699
 GR1699.The horizontal coordinates were established by classical geodetic methods
 GR1699.and adjusted by the National Geodetic Survey in June 1998..
 GR1699
 GR1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1699
 GR1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1699
 GR1699.The geoid height was determined by GEOID03.
 GR1699
 GR1699;                    North         East     Units Scale Factor Converg.
 GR1699;SPC NV E     - 8,166,227.436   308,265.568   MT  1.00004438   +0 42 43.9
 GR1699;SPC NV E     -26,792,031.18  1,011,367.95   sFT  1.00004438   +0 42 43.9
 GR1699;UTM  11      - 4,014,011.132   735,544.673   MT  1.00028365   +1 33 01.4
 GR1699
 GR1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1699!SPC NV E     -   0.99994489  x   1.00004438  =   0.99998927
 GR1699!UTM  11      -   0.99994489  x   1.00028365  =   1.00022853
 GR1699
 GR1699:                Primary Azimuth Mark                     Grid Az
 GR1699:SPC NV E     -  N 40                                     192 08 26.1
 GR1699:UTM  11      -  N 40                                     191 18 08.6
 GR1699
 GR1699|---------------------------------------------------------------------|
 GR1699| PID    Reference Object                     Distance      Geod. Az  |
 GR1699|                                                           dddmmss.s |
 GR1699| GR1696 N 40                                APPROX. 1.6 KM 1925110.0 |
 GR1699|---------------------------------------------------------------------|
 GR1699
 GR1699                          SUPERSEDED SURVEY CONTROL
 GR1699
 GR1699  NAD 83(1994)-  36 14 32.30811(N)    114 22 43.59937(W) AD(       ) 3
 GR1699  NAD 83(1992)-  36 14 32.30804(N)    114 22 43.59939(W) AD(       ) 3
 GR1699  NAD 83(1986)-  36 14 32.29481(N)    114 22 43.59180(W) AD(       ) 3
 GR1699  NGVD 29 (06/27/88)  378.0    (m)         1240.     (f) VERT ANG       
 GR1699
 GR1699.Superseded values are not recommended for survey control.
 GR1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1699.See file dsdata.txt to determine how the superseded data were derived.
 GR1699
 GR1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3554514011(NAD 83)
 GR1699_MARKER: DS = TRIANGULATION STATION DISK
 GR1699_SETTING: 80 = SET IN A BOULDER
 GR1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1699+STABILITY: SURFACE MOTION
 GR1699
 GR1699  HISTORY     - Date     Condition        Report By
 GR1699  HISTORY     - 1948     MONUMENTED       USGS
 GR1699
 GR1699                          STATION DESCRIPTION
 GR1699
 GR1699'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1699'LOCATED ABOUT 1.7 MI SE. OF MIDDLE OF HERON ISLAND.  ON EAST SIDE
 GR1699'OF VIRGIN ARM, ABOUT 100 FT. NE. OF HIGH WATER MARK AT SOUTHWEST
 GR1699'END OF RIDGE, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1699'
 GR1699'TO REACH NOT GIVEN.
 GR1699'
 GR1699'STATION MARK--STANDARD TABLET STAMPED---N42 1948---, CEMENTED IN
 GR1699'TOP OF ROCK IN PLACE.
 GR1699'
 GR1699'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0216 ***********************************************************************
 KP0216  DESIGNATION -  N 420
 KP0216  PID         -  KP0216
 KP0216  STATE/COUNTY-  NV/WHITE PINE
 KP0216  USGS QUAD   -  PRESTON RESERVOIR (1990)
 KP0216
 KP0216                         *CURRENT SURVEY CONTROL
 KP0216  ___________________________________________________________________
 KP0216* NAD 83(1986)-  39 06 24.     (N)    115 03 48.     (W)     SCALED    
 KP0216* NAVD 88     -      1900.494  (meters)    6235.20   (feet)  ADJUSTED  
 KP0216  ___________________________________________________________________
 KP0216  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 KP0216  DYNAMIC HT  -        1898.454 (meters)    6228.51  (feet)  COMP
 KP0216  MODELED GRAV-     979,486.6   (mgal)                       NAVD 88
 KP0216
 KP0216  VERT ORDER  -  FIRST     CLASS II
 KP0216
 KP0216.The horizontal coordinates were scaled from a topographic map and have
 KP0216.an estimated accuracy of +/- 6 seconds.
 KP0216
 KP0216.The orthometric height was determined by differential leveling
 KP0216.and adjusted by the National Geodetic Survey in June 1991..
 KP0216
 KP0216.The geoid height was determined by GEOID03.
 KP0216
 KP0216.The dynamic height is computed by dividing the NAVD 88
 KP0216.geopotential number by the normal gravity value computed on the
 KP0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0216.degrees latitude (g = 980.6199 gals.).
 KP0216
 KP0216.The modeled gravity was interpolated from observed gravity values.
 KP0216
 KP0216;                    North         East    Units  Estimated Accuracy
 KP0216;SPC NV E     - 8,483,570.      244,970.      MT  (+/- 180 meters Scaled)
 KP0216
 KP0216                          SUPERSEDED SURVEY CONTROL
 KP0216
 KP0216.No superseded survey control is available for this station.
 KP0216
 KP0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD674303(NAD 83)
 KP0216_MARKER: I = METAL ROD
 KP0216_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0216_SP_SET: STAINLESS STEEL ROD
 KP0216_STAMPING: N 420 1984
 KP0216_MARK LOGO: NGS   
 KP0216_PROJECTION: FLUSH
 KP0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0216_ROD/PIPE-DEPTH: 4.2  meters
 KP0216
 KP0216  HISTORY     - Date     Condition        Report By
 KP0216  HISTORY     - 1984     MONUMENTED       NGS
 KP0216
 KP0216                          STATION DESCRIPTION
 KP0216
 KP0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0216'25.6 KM (15.9 MI) SW FROM ELY.
 KP0216'25.6 KM (15.9 MI) SOUTHWEST ALONG US HIGHWAY 6 FROM ITS JUNCTION WITH
 KP0216'US HIGHWAY 93 AT ELY, IN THE EAST CORNER OF THE JUNCTION OF BLUE
 KP0216'SPRING ROAD, 0.15 KM (0.1 MI) NORTHEAST OF MILEPOST 22, 60.2 METERS
 KP0216'(197.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 22.1 METERS (72.5 FT)
 KP0216'SOUTHWEST OF TELEPHONE POLE 315, 14.6 METERS (48 FT) NORTHEAST OF THE
 KP0216'CENTER OF THE ROAD AND 0.5 METER (1.5 FT) NORTHWEST OF THE RIGHT OF
 KP0216'WAY FENCE.
 KP0216'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 KP0216'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0738 ***********************************************************************
 LR0738  DESIGNATION -  N 421
 LR0738  PID         -  LR0738
 LR0738  STATE/COUNTY-  NV/ELKO
 LR0738  USGS QUAD   -  CARLIN EAST (1985)
 LR0738
 LR0738                         *CURRENT SURVEY CONTROL
 LR0738  ___________________________________________________________________
 LR0738* NAD 83(1986)-  40 43 32.     (N)    116 00 28.     (W)     SCALED    
 LR0738* NAVD 88     -      1517.404  (meters)    4978.35   (feet)  ADJUSTED  
 LR0738  ___________________________________________________________________
 LR0738  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 LR0738  DYNAMIC HT  -        1516.167 (meters)    4974.29  (feet)  COMP
 LR0738  MODELED GRAV-     979,756.4   (mgal)                       NAVD 88
 LR0738
 LR0738  VERT ORDER  -  FIRST     CLASS II
 LR0738
 LR0738.The horizontal coordinates were scaled from a topographic map and have
 LR0738.an estimated accuracy of +/- 6 seconds.
 LR0738
 LR0738.The orthometric height was determined by differential leveling
 LR0738.and adjusted by the National Geodetic Survey in June 1991..
 LR0738
 LR0738.The geoid height was determined by GEOID03.
 LR0738
 LR0738.The dynamic height is computed by dividing the NAVD 88
 LR0738.geopotential number by the normal gravity value computed on the
 LR0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0738.degrees latitude (g = 980.6199 gals.).
 LR0738
 LR0738.The modeled gravity was interpolated from observed gravity values.
 LR0738
 LR0738;                    North         East    Units  Estimated Accuracy
 LR0738;SPC NV E     - 8,663,260.      164,150.      MT  (+/- 180 meters Scaled)
 LR0738
 LR0738                          SUPERSEDED SURVEY CONTROL
 LR0738
 LR0738.No superseded survey control is available for this station.
 LR0738
 LR0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF837087(NAD 83)
 LR0738_MARKER: DB = BENCH MARK DISK
 LR0738_SETTING: 66 = SET IN ROCK OUTCROP
 LR0738_SP_SET: ROCK OUTCROP
 LR0738_STAMPING: N 421 1984
 LR0738_MARK LOGO: NGS   
 LR0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0738
 LR0738  HISTORY     - Date     Condition        Report By
 LR0738  HISTORY     - 1984     MONUMENTED       NGS
 LR0738
 LR0738                          STATION DESCRIPTION
 LR0738
 LR0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0738'10.6 KM (6.6 MI) NE FROM CARLIN.
 LR0738'10.6 KM (6.6 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE HIGH
 LR0738'SCHOOL AT CARLIN, IN TOP OF AND 0.3 METER (1 FT) SOUTH OF THE NORTH
 LR0738'EDGE OF A 5 BY 5 FOOT LIMESTONE OUTCROP PROTRUDING 6 INCHES OUT OF THE
 LR0738'BASE OF THE MOUNTAIN, 0.75 KM (0.45 MI) NORTH OF THE Y JUNCTION OF
 LR0738'INTERSTATE 80, 8.5 METERS (28 FT) EAST OF THE HIGHWAY CENTERLINE,
 LR0738'5.5 METERS (18 FT) SOUTHEAST OF MILEPOST 9, 4.5 METERS (15 FT) SOUTH
 LR0738'OF THE SOUTHEAST CORNER OF A 3 BY 3 FOOT GRATE DRAIN AND 1.0 METER
 LR0738'(3.5 FT) WEST OF THE EAST AND TOP EDGE OF THE OUTCROP.
 LR0738'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 LR0738'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0574 ***********************************************************************
 LQ0574  DESIGNATION -  N 422
 LQ0574  PID         -  LQ0574
 LQ0574  STATE/COUNTY-  NV/ELKO
 LQ0574  USGS QUAD   -  RYNDON (1982)
 LQ0574
 LQ0574                         *CURRENT SURVEY CONTROL
 LQ0574  ___________________________________________________________________
 LQ0574* NAD 83(1986)-  40 57 03.     (N)    115 30 40.     (W)     SCALED    
 LQ0574* NAVD 88     -      1636.675  (meters)    5369.66   (feet)  ADJUSTED  
 LQ0574  ___________________________________________________________________
 LQ0574  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 LQ0574  DYNAMIC HT  -        1635.318 (meters)    5365.21  (feet)  COMP
 LQ0574  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 LQ0574
 LQ0574  VERT ORDER  -  FIRST     CLASS II
 LQ0574
 LQ0574.The horizontal coordinates were scaled from a topographic map and have
 LQ0574.an estimated accuracy of +/- 6 seconds.
 LQ0574
 LQ0574.The orthometric height was determined by differential leveling
 LQ0574.and adjusted by the National Geodetic Survey in June 1991..
 LQ0574
 LQ0574.The geoid height was determined by GEOID03.
 LQ0574
 LQ0574.The dynamic height is computed by dividing the NAVD 88
 LQ0574.geopotential number by the normal gravity value computed on the
 LQ0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0574.degrees latitude (g = 980.6199 gals.).
 LQ0574
 LQ0574.The modeled gravity was interpolated from observed gravity values.
 LQ0574
 LQ0574;                    North         East    Units  Estimated Accuracy
 LQ0574;SPC NV E     - 8,688,190.      206,080.      MT  (+/- 180 meters Scaled)
 LQ0574
 LQ0574                          SUPERSEDED SURVEY CONTROL
 LQ0574
 LQ0574.No superseded survey control is available for this station.
 LQ0574
 LQ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF253343(NAD 83)
 LQ0574_MARKER: I = METAL ROD
 LQ0574_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LQ0574_SP_SET: STAINLESS STEEL ROD
 LQ0574_STAMPING: N 422 1984
 LQ0574_MARK LOGO: NGS   
 LQ0574_PROJECTION: FLUSH
 LQ0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0574_ROD/PIPE-DEPTH: 5.5  meters
 LQ0574
 LQ0574  HISTORY     - Date     Condition        Report By
 LQ0574  HISTORY     - 1984     MONUMENTED       NGS
 LQ0574
 LQ0574                          STATION DESCRIPTION
 LQ0574
 LQ0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LQ0574'27.7 KM (17.3 MI) NE FROM ELKO.
 LQ0574'14.15 KM (8.85 MI) NORTHEAST ALONG OLD US HIGHWAY 40 FROM THE
 LQ0574'COURTHOUSE AT ELKO, THENCE 13.55 KM (8.45 MI) NORTHEAST ALONG
 LQ0574'INTERSTATE 80, 3.35 KM (2.1 MI) NORTHEAST OF THE DEVILS GATE
 LQ0574'INTERCHANGE, 0.15 KM (0.1 MI) NORTHEAST OF MILEPOST 319, AT THE
 LQ0574'NORTHEAST END OF A LONG ALLUVIAL CUT, 61.7 METERS (202.5 FT) SOUTHEAST
 LQ0574'OF THE EAST BOUND HIGHWAY CENTERLINE, 16.7 METERS (55 FT) SOUTHWEST OF
 LQ0574'THE FOURTH TELEPHONE POLE NORTHEAST OF A POWER LINE CROSSING THE
 LQ0574'HIGHWAY, 0.9 METER (3 FT) WEST OF THE NORTHEAST END OF A STEEL PIPE
 LQ0574'BRACE IN THE RIGHT OF WAY FENCE AND 0.5 METER (1.5 FT) NORTHWEST OF
 LQ0574'THE RIGHT OF WAY FENCE.
 LQ0574'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 LQ0574'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0691 ***********************************************************************
 MT0691  DESIGNATION -  N 423
 MT0691  PID         -  MT0691
 MT0691  STATE/COUNTY-  NV/ELKO
 MT0691  USGS QUAD   -  HOLBORN (1968)
 MT0691
 MT0691                         *CURRENT SURVEY CONTROL
 MT0691  ___________________________________________________________________
 MT0691* NAD 83(1986)-  41 11 31.     (N)    114 40 30.     (W)     SCALED    
 MT0691* NAVD 88     -      1854.117  (meters)    6083.05   (feet)  ADJUSTED  
 MT0691  ___________________________________________________________________
 MT0691  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 MT0691  DYNAMIC HT  -        1852.547 (meters)    6077.90  (feet)  COMP
 MT0691  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 MT0691
 MT0691  VERT ORDER  -  FIRST     CLASS II
 MT0691
 MT0691.The horizontal coordinates were scaled from a topographic map and have
 MT0691.an estimated accuracy of +/- 6 seconds.
 MT0691
 MT0691.The orthometric height was determined by differential leveling
 MT0691.and adjusted by the National Geodetic Survey in June 1991..
 MT0691
 MT0691.The geoid height was determined by GEOID03.
 MT0691
 MT0691.The dynamic height is computed by dividing the NAVD 88
 MT0691.geopotential number by the normal gravity value computed on the
 MT0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0691.degrees latitude (g = 980.6199 gals.).
 MT0691
 MT0691.The modeled gravity was interpolated from observed gravity values.
 MT0691
 MT0691;                    North         East    Units  Estimated Accuracy
 MT0691;SPC NV E     - 8,715,360.      276,190.      MT  (+/- 180 meters Scaled)
 MT0691
 MT0691                          SUPERSEDED SURVEY CONTROL
 MT0691
 MT0691.No superseded survey control is available for this station.
 MT0691
 MT0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF949626(NAD 83)
 MT0691_MARKER: I = METAL ROD
 MT0691_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MT0691_SP_SET: STAINLESS STEEL ROD
 MT0691_STAMPING: N 423 1984
 MT0691_MARK LOGO: NGS   
 MT0691_PROJECTION: FLUSH
 MT0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MT0691_ROD/PIPE-DEPTH: 6.1  meters
 MT0691
 MT0691  HISTORY     - Date     Condition        Report By
 MT0691  HISTORY     - 1984     MONUMENTED       NGS
 MT0691
 MT0691                          STATION DESCRIPTION
 MT0691
 MT0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MT0691'28.8 KM (18.1 MI) NE FROM WELLS.
 MT0691'13.45 KM (8.45 MI) EAST ALONG INTERSTATE 80 FROM THE OVERPASS BRIDGE
 MT0691'OVER US HIGHWAY 93 AT WELLS, THENCE 0.15 KM (0.1 MI) NORTH ALONG MOOR
 MT0691'SUMMIT ROAD, THENCE 15.25 KM (9.55 MI) NORTHEAST ALONG MOOR-COBRE
 MT0691'ROAD, 5.6 KM (3.5 MI) NORTHEAST OF THE CROSSING OF INDEPENDENCE CREEK,
 MT0691'21.0 METERS (69 FT) NORTHWEST OF THE CENTER OF THE ROAD.
 MT0691'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 MT0691'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0385 ***********************************************************************
 MU0385  DESIGNATION -  N 424
 MU0385  PID         -  MU0385
 MU0385  STATE/COUNTY-  NV/HUMBOLDT
 MU0385  USGS QUAD   -  CHINA GARDEN (1983)
 MU0385
 MU0385                         *CURRENT SURVEY CONTROL
 MU0385  ___________________________________________________________________
 MU0385* NAD 83(1986)-  41 11 53.     (N)    117 40 51.     (W)     SCALED    
 MU0385* NAVD 88     -      1363.759  (meters)    4474.27   (feet)  ADJUSTED  
 MU0385  ___________________________________________________________________
 MU0385  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 MU0385  DYNAMIC HT  -        1362.774 (meters)    4471.03  (feet)  COMP
 MU0385  MODELED GRAV-     979,854.0   (mgal)                       NAVD 88
 MU0385
 MU0385  VERT ORDER  -  FIRST     CLASS II
 MU0385
 MU0385.The horizontal coordinates were scaled from a topographic map and have
 MU0385.an estimated accuracy of +/- 6 seconds.
 MU0385
 MU0385.The orthometric height was determined by differential leveling
 MU0385.and adjusted by the National Geodetic Survey in June 1991..
 MU0385
 MU0385.The geoid height was determined by GEOID03.
 MU0385
 MU0385.The dynamic height is computed by dividing the NAVD 88
 MU0385.geopotential number by the normal gravity value computed on the
 MU0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0385.degrees latitude (g = 980.6199 gals.).
 MU0385
 MU0385.The modeled gravity was interpolated from observed gravity values.
 MU0385
 MU0385;                    North         East    Units  Estimated Accuracy
 MU0385;SPC NV W     - 4,716,030.      875,700.      MT  (+/- 180 meters Scaled)
 MU0385
 MU0385                          SUPERSEDED SURVEY CONTROL
 MU0385
 MU0385.No superseded survey control is available for this station.
 MU0385
 MU0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF429609(NAD 83)
 MU0385_MARKER: I = METAL ROD
 MU0385_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MU0385+WITH SETTING: INFORMATION.
 MU0385_SP_SET: SHALLOW-SET METAL ROD
 MU0385_STAMPING: N 424 1984
 MU0385_MARK LOGO: NGS   
 MU0385_PROJECTION: FLUSH
 MU0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MU0385_ROD/PIPE-DEPTH: 1.8  meters
 MU0385
 MU0385  HISTORY     - Date     Condition        Report By
 MU0385  HISTORY     - 1984     MONUMENTED       NGS
 MU0385
 MU0385                          STATION DESCRIPTION
 MU0385
 MU0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0385'26.0 KM (16.2 MI) NORTH FROM WINNEMUCCA.
 MU0385'26.02 KM (16.17 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0385'WINNEMUCCA, AT THE TOP OF A LOW CUT AND AT THE T JUNCTION OF A DIRT
 MU0385'ROAD LEADING EAST, 0.11 KM (0.07 MI) NORTH OF MILEPOST 16, 30.3 METERS
 MU0385'(99.5 FT) EAST OF THE HIGHWAY CENTERLINE, 45.1 METERS (148 FT)
 MU0385'SOUTHEAST OF THE EAST END OF AN 24-INCH CORRUGATED METAL PIPE CULVERT
 MU0385'AND 0.5 METER (1.5 FT) WEST OF THE RIGHT OF WAY FENCE.
 MU0385'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0411 ***********************************************************************
 MU0411  DESIGNATION -  N 425
 MU0411  PID         -  MU0411
 MU0411  STATE/COUNTY-  NV/HUMBOLDT
 MU0411  USGS QUAD   -  GALLAGHER FLAT (1982)
 MU0411
 MU0411                         *CURRENT SURVEY CONTROL
 MU0411  ___________________________________________________________________
 MU0411* NAD 83(1986)-  41 24 21.     (N)    118 00 00.     (W)     SCALED    
 MU0411* NAVD 88     -      1271.940  (meters)    4173.02   (feet)  ADJUSTED  
 MU0411  ___________________________________________________________________
 MU0411  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 MU0411  DYNAMIC HT  -        1271.071 (meters)    4170.17  (feet)  COMP
 MU0411  MODELED GRAV-     979,896.2   (mgal)                       NAVD 88
 MU0411
 MU0411  VERT ORDER  -  FIRST     CLASS II
 MU0411
 MU0411.The horizontal coordinates were scaled from a topographic map and have
 MU0411.an estimated accuracy of +/- 6 seconds.
 MU0411
 MU0411.The orthometric height was determined by differential leveling
 MU0411.and adjusted by the National Geodetic Survey in June 1991..
 MU0411
 MU0411.The geoid height was determined by GEOID03.
 MU0411
 MU0411.The dynamic height is computed by dividing the NAVD 88
 MU0411.geopotential number by the normal gravity value computed on the
 MU0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0411.degrees latitude (g = 980.6199 gals.).
 MU0411
 MU0411.The modeled gravity was interpolated from observed gravity values.
 MU0411
 MU0411;                    North         East    Units  Estimated Accuracy
 MU0411;SPC NV W     - 4,738,880.      848,770.      MT  (+/- 180 meters Scaled)
 MU0411
 MU0411                          SUPERSEDED SURVEY CONTROL
 MU0411
 MU0411.No superseded survey control is available for this station.
 MU0411
 MU0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF164842(NAD 83)
 MU0411_MARKER: DB = BENCH MARK DISK
 MU0411_SETTING: 66 = SET IN ROCK OUTCROP
 MU0411_SP_SET: ROCK OUTCROP
 MU0411_STAMPING: N 425 1984
 MU0411_MARK LOGO: NGS   
 MU0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MU0411+STABILITY: POSITION/ELEVATION WELL
 MU0411
 MU0411  HISTORY     - Date     Condition        Report By
 MU0411  HISTORY     - 1984     MONUMENTED       NGS
 MU0411
 MU0411                          STATION DESCRIPTION
 MU0411
 MU0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MU0411'69.3 KM (43.1 MI) NORTH FROM WINNEMUCCA.
 MU0411'50.93 KM (31.65 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0411'WINNEMUCCA, THENCE 15.74 KM (9.78 MI) WEST ALONG STATE HIGHWAY 140,
 MU0411'THENCE 0.93 KM (0.58 MI) SOUTHWEST ALONG A TRACK ROAD, THENCE 1.70 KM
 MU0411'(1.06 MI) WEST ALONG A DIRT ROAD (OLD DENIO HIGHWAY), IN TOP OF AND
 MU0411'0.6 METER (2 FT) SOUTHWEST OF THE NORTHEAST EDGE OF A 6 BY 6 FOOT
 MU0411'PORTION OF BROWN OUTCROP PROJECTING 2 FEET ABOVE THE SURFACE OF THE
 MU0411'GROUND, AT THE NORTH END OF A PROMINENT OUTCROP POINT, WHICH CAN BE
 MU0411'SEEN FROM THE HIGHWAY, 105.2 METERS (345 FT) SOUTHWEST OVER A SMALL
 MU0411'KNOLL FROM THE CENTER OF THE ROAD.
 MU0411'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 MU0411'THE MARK IS 6.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0733 ***********************************************************************
 LR0733  DESIGNATION -  N 426
 LR0733  PID         -  LR0733
 LR0733  STATE/COUNTY-  NV/HUMBOLDT
 LR0733  USGS QUAD   -  GOLCONDA (1981)
 LR0733
 LR0733                         *CURRENT SURVEY CONTROL
 LR0733  ___________________________________________________________________
 LR0733* NAD 83(1986)-  40 56 52.     (N)    117 29 27.     (W)     SCALED    
 LR0733* NAVD 88     -      1353.488  (meters)    4440.57   (feet)  ADJUSTED  
 LR0733  ___________________________________________________________________
 LR0733  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 LR0733  DYNAMIC HT  -        1352.469 (meters)    4437.23  (feet)  COMP
 LR0733  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 LR0733
 LR0733  VERT ORDER  -  FIRST     CLASS II
 LR0733
 LR0733.The horizontal coordinates were scaled from a topographic map and have
 LR0733.an estimated accuracy of +/- 6 seconds.
 LR0733
 LR0733.The orthometric height was determined by differential leveling
 LR0733.and adjusted by the National Geodetic Survey in June 1991..
 LR0733
 LR0733.The geoid height was determined by GEOID03.
 LR0733
 LR0733.The dynamic height is computed by dividing the NAVD 88
 LR0733.geopotential number by the normal gravity value computed on the
 LR0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0733.degrees latitude (g = 980.6199 gals.).
 LR0733
 LR0733.The modeled gravity was interpolated from observed gravity values.
 LR0733
 LR0733;                    North         East    Units  Estimated Accuracy
 LR0733;SPC NV W     - 4,688,420.      891,980.      MT  (+/- 180 meters Scaled)
 LR0733
 LR0733                          SUPERSEDED SURVEY CONTROL
 LR0733
 LR0733.No superseded survey control is available for this station.
 LR0733
 LR0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF586330(NAD 83)
 LR0733_MARKER: I = METAL ROD
 LR0733_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LR0733_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LR0733_STAMPING: N 426 1984
 LR0733_MARK LOGO: NGS   
 LR0733_PROJECTION: FLUSH
 LR0733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LR0733+STABILITY: POSITION/ELEVATION WELL
 LR0733_ROD/PIPE-DEPTH: 12.8 meters
 LR0733_SLEEVE-DEPTH  : 9.1 meters
 LR0733
 LR0733  HISTORY     - Date     Condition        Report By
 LR0733  HISTORY     - 1984     MONUMENTED       NGS
 LR0733
 LR0733                          STATION DESCRIPTION
 LR0733
 LR0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LR0733'IN GOLCONDA.
 LR0733'AT GOLCONDA, 30.5 METERS (100 FT) EAST OF THE EAST CORNER OF THE
 LR0733'MORRISON AVENUE OVERPASS, 42.3 METERS (139 FT) NORTHEAST OF THE WEST
 LR0733'BOUND HIGHWAY CENTERLINE, 23.6 METERS (77.5 FT) SOUTHEAST OF THE
 LR0733'CENTER OF THE AVENUE, 2.1 METERS (7 FT) SOUTH OF A FENCE CORNER AND
 LR0733'1.8 METERS (6 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 LR0733'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 LR0733'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0248 ***********************************************************************
 KP0248  DESIGNATION -  N 427
 KP0248  PID         -  KP0248
 KP0248  STATE/COUNTY-  NV/WHITE PINE
 KP0248  USGS QUAD   -  WARD CHARCOAL OVENS (1990)
 KP0248
 KP0248                         *CURRENT SURVEY CONTROL
 KP0248  ___________________________________________________________________
 KP0248* NAD 83(1986)-  39 06 08.     (N)    114 45 37.     (W)     SCALED    
 KP0248* NAVD 88     -      2034.924  (meters)    6676.25   (feet)  ADJUSTED  
 KP0248  ___________________________________________________________________
 KP0248  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 KP0248  DYNAMIC HT  -        2032.653 (meters)    6668.80  (feet)  COMP
 KP0248  MODELED GRAV-     979,439.4   (mgal)                       NAVD 88
 KP0248
 KP0248  VERT ORDER  -  FIRST     CLASS II
 KP0248
 KP0248.The horizontal coordinates were scaled from a topographic map and have
 KP0248.an estimated accuracy of +/- 6 seconds.
 KP0248
 KP0248.The orthometric height was determined by differential leveling
 KP0248.and adjusted by the National Geodetic Survey in June 1991..
 KP0248
 KP0248.The geoid height was determined by GEOID03.
 KP0248
 KP0248.The dynamic height is computed by dividing the NAVD 88
 KP0248.geopotential number by the normal gravity value computed on the
 KP0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0248.degrees latitude (g = 980.6199 gals.).
 KP0248
 KP0248.The modeled gravity was interpolated from observed gravity values.
 KP0248
 KP0248;                    North         East    Units  Estimated Accuracy
 KP0248;SPC NV E     - 8,483,270.      271,190.      MT  (+/- 180 meters Scaled)
 KP0248
 KP0248                          SUPERSEDED SURVEY CONTROL
 KP0248
 KP0248.No superseded survey control is available for this station.
 KP0248
 KP0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD936305(NAD 83)
 KP0248_MARKER: I = METAL ROD
 KP0248_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KP0248+WITH SETTING: INFORMATION.
 KP0248_SP_SET: SHALLOW SET METAL ROD
 KP0248_STAMPING: N 427 1984
 KP0248_MARK LOGO: NGS   
 KP0248_PROJECTION: FLUSH
 KP0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0248_ROD/PIPE-DEPTH: 2.7  meters
 KP0248
 KP0248  HISTORY     - Date     Condition        Report By
 KP0248  HISTORY     - 1984     MONUMENTED       NGS
 KP0248
 KP0248                          STATION DESCRIPTION
 KP0248
 KP0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0248'18.8 KM (11.7 MI) SE FROM ELY.
 KP0248'18.8 KM (11.75 MI) SOUTHEAST ALONG US HIGHWAYS 6, 93 AND 50 FROM THE
 KP0248'JUNCTION OF US HIGHWAYS 6 AND 93, 0.65 KM (0.4 MI) NORTHWEST OF
 KP0248'MILEPOST 51, 54.1 METERS (177.5 FT) NORTHEAST ACROSS THE OLD HIGHWAY
 KP0248'FROM THE NEW HIGHWAY CENTERLINE, 36.9 METERS (121 FT) NORTHEAST OF THE
 KP0248'CENTER OF THE OLD HIGHWAY, 1.8 METERS (6 FT) NORTHWEST OF THE T
 KP0248'JUNCTION OF A NORTHEAST-SOUTHWEST FENCE AND 0.7 METER (2.5 FT) SOUTH
 KP0248'OF THE RIGHT OF WAY FENCE.  NOTE-ROD SET TO 9 FOOT IMBEDDED REFUSAL.
 KP0248'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 KP0248'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0275 ***********************************************************************
 KP0275  DESIGNATION -  N 428
 KP0275  PID         -  KP0275
 KP0275  STATE/COUNTY-  NV/WHITE PINE
 KP0275  USGS QUAD   -  HOGUM (1987)
 KP0275
 KP0275                         *CURRENT SURVEY CONTROL
 KP0275  ___________________________________________________________________
 KP0275* NAD 83(1986)-  39 06 47.     (N)    114 25 45.     (W)     SCALED    
 KP0275* NAVD 88     -      1790.886  (meters)    5875.60   (feet)  ADJUSTED  
 KP0275  ___________________________________________________________________
 KP0275  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 KP0275  DYNAMIC HT  -        1788.977 (meters)    5869.34  (feet)  COMP
 KP0275  MODELED GRAV-     979,498.4   (mgal)                       NAVD 88
 KP0275
 KP0275  VERT ORDER  -  FIRST     CLASS II
 KP0275
 KP0275.The horizontal coordinates were scaled from a topographic map and have
 KP0275.an estimated accuracy of +/- 6 seconds.
 KP0275
 KP0275.The orthometric height was determined by differential leveling
 KP0275.and adjusted by the National Geodetic Survey in June 1991..
 KP0275
 KP0275.The geoid height was determined by GEOID03.
 KP0275
 KP0275.The dynamic height is computed by dividing the NAVD 88
 KP0275.geopotential number by the normal gravity value computed on the
 KP0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0275.degrees latitude (g = 980.6199 gals.).
 KP0275
 KP0275.The modeled gravity was interpolated from observed gravity values.
 KP0275
 KP0275;                    North         East    Units  Estimated Accuracy
 KP0275;SPC NV E     - 8,484,780.      299,810.      MT  (+/- 180 meters Scaled)
 KP0275
 KP0275                          SUPERSEDED SURVEY CONTROL
 KP0275
 KP0275.No superseded survey control is available for this station.
 KP0275
 KP0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD222324(NAD 83)
 KP0275_MARKER: I = METAL ROD
 KP0275_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0275_SP_SET: STAINLESS STEEL ROD
 KP0275_STAMPING: N 428 1984
 KP0275_MARK LOGO: NGS   
 KP0275_PROJECTION: FLUSH
 KP0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0275_ROD/PIPE-DEPTH: 3.6  meters
 KP0275
 KP0275  HISTORY     - Date     Condition        Report By
 KP0275  HISTORY     - 1984     MONUMENTED       NGS
 KP0275
 KP0275                          STATION DESCRIPTION
 KP0275
 KP0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0275'40.1 KM (25.0 MI) WEST FROM BAKER.
 KP0275'8.7 KM (5.45 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0275'OFFICE AT BAKER, THENCE 31.4 KM (19.6 MI) WEST ALONG US HIGHWAYS 6 AND
 KP0275'50, IN THE WEST CORNER OF A TRACK ROAD LEADING NORTHWEST, 0.13 KM
 KP0275'(0.1 MI) SOUTHWEST OF MILEPOST 76, 60.2 METERS (197.5 FT) NORTHWEST OF
 KP0275'THE HIGHWAY CENTERLINE, 5.6 METERS (18.5 FT) NORTH-NORTHEAST OF THE
 KP0275'CENTER OF THE ROAD, 2.6 METERS (8.5 FT) NORTHEAST OF THE NORTHEAST
 KP0275'GATE POST FOR A WIRE GATE AND 0.7 METER (2.5 FT) SOUTHEAST OF THE
 KP0275'RIGHT OF WAY FENCE.
 KP0275'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 KP0275'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0295 ***********************************************************************
 KP0295  DESIGNATION -  N 429
 KP0295  PID         -  KP0295
 KP0295  STATE/COUNTY-  NV/WHITE PINE
 KP0295  USGS QUAD   -  LEHMAN CAVES (1986)
 KP0295
 KP0295                         *CURRENT SURVEY CONTROL
 KP0295  ___________________________________________________________________
 KP0295* NAD 83(1986)-  39 05 36.     (N)    114 08 31.     (W)     SCALED    
 KP0295* NAVD 88     -      1689.986  (meters)    5544.56   (feet)  ADJUSTED  
 KP0295  ___________________________________________________________________
 KP0295  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 KP0295  DYNAMIC HT  -        1688.256 (meters)    5538.89  (feet)  COMP
 KP0295  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 KP0295
 KP0295  VERT ORDER  -  FIRST     CLASS II
 KP0295
 KP0295.The horizontal coordinates were scaled from a topographic map and have
 KP0295.an estimated accuracy of +/- 6 seconds.
 KP0295
 KP0295.The orthometric height was determined by differential leveling
 KP0295.and adjusted by the National Geodetic Survey in June 1991..
 KP0295
 KP0295.The geoid height was determined by GEOID03.
 KP0295
 KP0295.The dynamic height is computed by dividing the NAVD 88
 KP0295.geopotential number by the normal gravity value computed on the
 KP0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0295.degrees latitude (g = 980.6199 gals.).
 KP0295
 KP0295.The modeled gravity was interpolated from observed gravity values.
 KP0295
 KP0295;                    North         East    Units  Estimated Accuracy
 KP0295;SPC NV E     - 8,482,950.      324,690.      MT  (+/- 180 meters Scaled)
 KP0295
 KP0295                          SUPERSEDED SURVEY CONTROL
 KP0295
 KP0295.No superseded survey control is available for this station.
 KP0295
 KP0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD471310(NAD 83)
 KP0295_MARKER: I = METAL ROD
 KP0295_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KP0295_SP_SET: STAINLESS STEEL ROD
 KP0295_STAMPING: N 429 1984
 KP0295_MARK LOGO: NGS   
 KP0295_PROJECTION: FLUSH
 KP0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KP0295_ROD/PIPE-DEPTH: 4.8  meters
 KP0295
 KP0295  HISTORY     - Date     Condition        Report By
 KP0295  HISTORY     - 1984     MONUMENTED       NGS
 KP0295
 KP0295                          STATION DESCRIPTION
 KP0295
 KP0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KP0295'12.5 KM (7.8 MI) NORTH FROM BAKER.
 KP0295'8.4 KM (5.25 MI) NORTHWEST ALONG STATE HIGHWAY 487 FROM THE POST
 KP0295'OFFICE AT BAKER, THENCE 4.1 KM (2.55 MI) NORTHEAST ALONG A DIRT ROAD,
 KP0295'3.45 KM (2.15 MI) NORTHEAST OF ROBINSONS JUNCTION, 16.7 METERS (55 FT)
 KP0295'SOUTHEAST OF THE CENTER OF THE ROAD AND 35.0 METERS (115 FT) SOUTHWEST
 KP0295'OF THE BOTTOM OF A SMALL GRADE IN THE ROAD.
 KP0295'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 KP0295'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0148 ***********************************************************************
 KP0148  DESIGNATION -  N 43
 KP0148  PID         -  KP0148
 KP0148  STATE/COUNTY-  NV/WHITE PINE
 KP0148  USGS QUAD   -  ILLIPAH (1990)
 KP0148
 KP0148                         *CURRENT SURVEY CONTROL
 KP0148  ___________________________________________________________________
 KP0148* NAD 83(1986)-  39 21 20.     (N)    115 21 27.     (W)     SCALED    
 KP0148* NAVD 88     -      2033.501  (meters)    6671.58   (feet)  ADJUSTED  
 KP0148  ___________________________________________________________________
 KP0148  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 KP0148  DYNAMIC HT  -        2031.345 (meters)    6664.50  (feet)  COMP
 KP0148  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 KP0148
 KP0148  VERT ORDER  -  FIRST     CLASS II
 KP0148
 KP0148.The horizontal coordinates were scaled from a topographic map and have
 KP0148.an estimated accuracy of +/- 6 seconds.
 KP0148
 KP0148.The orthometric height was determined by differential leveling
 KP0148.and adjusted by the National Geodetic Survey in June 1991..
 KP0148
 KP0148.The geoid height was determined by GEOID03.
 KP0148
 KP0148.The dynamic height is computed by dividing the NAVD 88
 KP0148.geopotential number by the normal gravity value computed on the
 KP0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0148.degrees latitude (g = 980.6199 gals.).
 KP0148
 KP0148.The modeled gravity was interpolated from observed gravity values.
 KP0148
 KP0148;                    North         East    Units  Estimated Accuracy
 KP0148;SPC NV E     - 8,511,090.      219,460.      MT  (+/- 180 meters Scaled)
 KP0148
 KP0148                          SUPERSEDED SURVEY CONTROL
 KP0148
 KP0148  NGVD 29 (??/??/92) 2032.190  (m)         6667.28   (f) ADJ UNCH    1 2
 KP0148
 KP0148.Superseded values are not recommended for survey control.
 KP0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0148.See file dsdata.txt to determine how the superseded data were derived.
 KP0148
 KP0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD415575(NAD 83)
 KP0148_MARKER: DB = BENCH MARK DISK
 KP0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0148_STAMPING: N 43 1934
 KP0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0148+STABILITY: SURFACE MOTION
 KP0148
 KP0148  HISTORY     - Date     Condition        Report By
 KP0148  HISTORY     - 1934     MONUMENTED       CGS
 KP0148  HISTORY     - 1955     GOOD             NGS
 KP0148
 KP0148                          STATION DESCRIPTION
 KP0148
 KP0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KP0148'31.0 MI W FROM LANE.
 KP0148'31.0 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE PUBLIC SCHOOL AT LANE,
 KP0148'AND 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 KP0148'STAMPED N 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1700 ***********************************************************************
 GR1700  DESIGNATION -  N 43
 GR1700  PID         -  GR1700
 GR1700  STATE/COUNTY-  NV/CLARK
 GR1700  USGS QUAD   -  ECHO BAY (1983)
 GR1700
 GR1700                         *CURRENT SURVEY CONTROL
 GR1700  ___________________________________________________________________
 GR1700* NAD 83(1994)-  36 15 39.87205(N)    114 23 34.23760(W)     ADJUSTED  
 GR1700* NAVD 88     -       362.6    (meters)    1190.     (feet)  VERTCON   
 GR1700  ___________________________________________________________________
 GR1700  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 GR1700  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 GR1700
 GR1700  HORZ ORDER  -  THIRD
 GR1700
 GR1700.The horizontal coordinates were established by classical geodetic methods
 GR1700.and adjusted by the National Geodetic Survey in June 1998..
 GR1700
 GR1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1700
 GR1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1700
 GR1700.The geoid height was determined by GEOID03.
 GR1700
 GR1700;                    North         East     Units Scale Factor Converg.
 GR1700;SPC NV E     - 8,168,294.283   306,975.654   MT  1.00004096   +0 42 15.1
 GR1700;SPC NV E     -26,798,812.16  1,007,135.96   sFT  1.00004096   +0 42 15.1
 GR1700;UTM  11      - 4,016,059.370   734,224.342   MT  1.00027600   +1 32 33.9
 GR1700
 GR1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1700!SPC NV E     -   0.99994741  x   1.00004096  =   0.99998837
 GR1700!UTM  11      -   0.99994741  x   1.00027600  =   1.00022340
 GR1700
 GR1700                          SUPERSEDED SURVEY CONTROL
 GR1700
 GR1700  NAD 83(1994)-  36 15 39.87221(N)    114 23 34.23757(W) AD(       ) 3
 GR1700  NAD 83(1992)-  36 15 39.87211(N)    114 23 34.23759(W) AD(       ) 3
 GR1700  NAD 83(1986)-  36 15 39.85919(N)    114 23 34.22946(W) AD(       ) 3
 GR1700  NGVD 29 (06/27/88)  362.0    (m)         1188.     (f) VERT ANG       
 GR1700
 GR1700.Superseded values are not recommended for survey control.
 GR1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1700.See file dsdata.txt to determine how the superseded data were derived.
 GR1700
 GR1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3422416059(NAD 83)
 GR1700_MARKER: DS = TRIANGULATION STATION DISK
 GR1700_SETTING: 66 = SET IN ROCK OUTCROP
 GR1700_SP_SET: SET IN ROCK OUTCROP
 GR1700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1700+STABILITY: POSITION/ELEVATION WELL
 GR1700
 GR1700  HISTORY     - Date     Condition        Report By
 GR1700  HISTORY     - 1948     MONUMENTED       USGS
 GR1700
 GR1700                          STATION DESCRIPTION
 GR1700
 GR1700'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1700'NOT OCCUPIED.
 GR1700'
 GR1700'LOCATED ABOUT 15 FT. S. OF HIGH WATER MARK AT EXTREME SOUTH END
 GR1700'OF HERON ISLAND, ABOUT 5 FT. BELOW HIGH WATER MARK.
 GR1700'
 GR1700'STATION MARK--STANDARD TABLET STAMPED---N43 1948---, CEMENTED IN
 GR1700'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0256 ***********************************************************************
 MV0256  DESIGNATION -  N 430
 MV0256  PID         -  MV0256
 MV0256  STATE/COUNTY-  NV/HUMBOLDT
 MV0256  USGS QUAD   -  QUINN RIVER CROSSING (1990)
 MV0256
 MV0256                         *CURRENT SURVEY CONTROL
 MV0256  ___________________________________________________________________
 MV0256* NAD 83(1986)-  41 37 18.     (N)    118 27 08.     (W)     SCALED    
 MV0256* NAVD 88     -      1267.478  (meters)    4158.38   (feet)  ADJUSTED  
 MV0256  ___________________________________________________________________
 MV0256  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 MV0256  DYNAMIC HT  -        1266.626 (meters)    4155.59  (feet)  COMP
 MV0256  MODELED GRAV-     979,907.0   (mgal)                       NAVD 88
 MV0256
 MV0256  VERT ORDER  -  FIRST     CLASS II
 MV0256
 MV0256.The horizontal coordinates were scaled from a topographic map and have
 MV0256.an estimated accuracy of +/- 6 seconds.
 MV0256
 MV0256.The orthometric height was determined by differential leveling
 MV0256.and adjusted by the National Geodetic Survey in June 1991..
 MV0256
 MV0256.The geoid height was determined by GEOID03.
 MV0256
 MV0256.The dynamic height is computed by dividing the NAVD 88
 MV0256.geopotential number by the normal gravity value computed on the
 MV0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0256.degrees latitude (g = 980.6199 gals.).
 MV0256
 MV0256.The modeled gravity was interpolated from observed gravity values.
 MV0256
 MV0256;                    North         East    Units  Estimated Accuracy
 MV0256;SPC NV W     - 4,762,690.      810,930.      MT  (+/- 180 meters Scaled)
 MV0256
 MV0256                          SUPERSEDED SURVEY CONTROL
 MV0256
 MV0256.No superseded survey control is available for this station.
 MV0256
 MV0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG790087(NAD 83)
 MV0256_MARKER: I = METAL ROD
 MV0256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0256_SP_SET: STAINLESS STEEL ROD
 MV0256_STAMPING: N 430 1984
 MV0256_MARK LOGO: NGS   
 MV0256_PROJECTION: FLUSH
 MV0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0256_ROD/PIPE-DEPTH: 9.7  meters
 MV0256
 MV0256  HISTORY     - Date     Condition        Report By
 MV0256  HISTORY     - 1984     MONUMENTED       NGS
 MV0256
 MV0256                          STATION DESCRIPTION
 MV0256
 MV0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0256'45.4 KM (28.2 MI) SE FROM DENIO.
 MV0256'45.41 KM (28.22 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0256'OFFICE AT DENIO, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF BIG
 MV0256'CREEK ROAD, 0.45 KM (0.28 MI) SOUTHEAST OF MILEPOST 41, 21.0 METERS
 MV0256'(69 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 35.6 METERS (117 FT)
 MV0256'SOUTH OF THE CENTER OF BIG CREEK ROAD, 34.1 METERS (112 FT) SOUTHWEST
 MV0256'OF THE INTERSECTING CENTERLINES OF BIG CREEK ROAD AND THE HIGHWAY AND
 MV0256'1.8 METERS (6 FT) WEST OF THE MOST WESTERLY ONE OF TWO POSTS
 MV0256'SUPPORTING A SIGN (BIG CREEK ROAD).
 MV0256'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 MV0256'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0280 ***********************************************************************
 MV0280  DESIGNATION -  N 431
 MV0280  PID         -  MV0280
 MV0280  STATE/COUNTY-  NV/HUMBOLDT
 MV0280  USGS QUAD   -  DENIO (1990)
 MV0280
 MV0280                         *CURRENT SURVEY CONTROL
 MV0280  ___________________________________________________________________
 MV0280* NAD 83(1986)-  41 58 10.     (N)    118 37 49.     (W)     SCALED    
 MV0280* NAVD 88     -      1276.926  (meters)    4189.38   (feet)  ADJUSTED  
 MV0280  ___________________________________________________________________
 MV0280  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 MV0280  DYNAMIC HT  -        1276.107 (meters)    4186.69  (feet)  COMP
 MV0280  MODELED GRAV-     979,937.0   (mgal)                       NAVD 88
 MV0280
 MV0280  VERT ORDER  -  FIRST     CLASS II
 MV0280
 MV0280.The horizontal coordinates were scaled from a topographic map and have
 MV0280.an estimated accuracy of +/- 6 seconds.
 MV0280
 MV0280.The orthometric height was determined by differential leveling
 MV0280.and adjusted by the National Geodetic Survey in June 1991..
 MV0280
 MV0280.The geoid height was determined by GEOID03.
 MV0280
 MV0280.The dynamic height is computed by dividing the NAVD 88
 MV0280.geopotential number by the normal gravity value computed on the
 MV0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0280.degrees latitude (g = 980.6199 gals.).
 MV0280
 MV0280.The modeled gravity was interpolated from observed gravity values.
 MV0280
 MV0280;                    North         East    Units  Estimated Accuracy
 MV0280;SPC NV W     - 4,801,310.      796,110.      MT  (+/- 180 meters Scaled)
 MV0280
 MV0280                          SUPERSEDED SURVEY CONTROL
 MV0280
 MV0280.No superseded survey control is available for this station.
 MV0280
 MV0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG649476(NAD 83)
 MV0280_MARKER: I = METAL ROD
 MV0280_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MV0280_SP_SET: STAINLESS STEEL ROD
 MV0280_STAMPING: N 431 1984
 MV0280_MARK LOGO: NGS   
 MV0280_PROJECTION: FLUSH
 MV0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MV0280_ROD/PIPE-DEPTH: 8.5  meters
 MV0280
 MV0280  HISTORY     - Date     Condition        Report By
 MV0280  HISTORY     - 1984     MONUMENTED       NGS
 MV0280
 MV0280                          STATION DESCRIPTION
 MV0280
 MV0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MV0280'2.7 KM (1.7 MI) SE FROM DENIO.
 MV0280'2.69 KM (1.67 MI) SOUTHEAST ALONG STATE HIGHWAY 140 FROM THE POST
 MV0280'OFFICE AT DENIO, AT THE SOUTH END OF A SHORT CUT, 0.30 KM (0.19 MI)
 MV0280'SOUTH OF MILEPOST 67, 23.8 METERS (78 FT) EAST OF THE HIGHWAY
 MV0280'CENTERLINE, 42.7 METERS (140 FT) WEST OF POWER POLE C 18190 WITH A GUY
 MV0280'WIRE ATTACHED AND 23.5 METERS (77 FT) NORTHEAST OF THE EAST END OF AN
 MV0280'18-INCH CORRUGATED METAL PIPE CULVERT.
 MV0280'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 MV0280'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1405 ***********************************************************************
 KR1405  DESIGNATION -  N 432
 KR1405  PID         -  KR1405
 KR1405  STATE/COUNTY-  NV/CHURCHILL
 KR1405  USGS QUAD   -  BELL MOUNTAIN (1972)
 KR1405
 KR1405                         *CURRENT SURVEY CONTROL
 KR1405  ___________________________________________________________________
 KR1405* NAD 83(1986)-  39 12 21.     (N)    118 01 29.     (W)     SCALED    
 KR1405* NAVD 88     -      1646.702  (meters)    5402.55   (feet)  ADJUSTED  
 KR1405  ___________________________________________________________________
 KR1405  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 KR1405  DYNAMIC HT  -        1645.074 (meters)    5397.21  (feet)  COMP
 KR1405  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 KR1405
 KR1405  VERT ORDER  -  FIRST     CLASS II
 KR1405
 KR1405.The horizontal coordinates were scaled from a topographic map and have
 KR1405.an estimated accuracy of +/- 6 seconds.
 KR1405
 KR1405.The orthometric height was determined by differential leveling
 KR1405.and adjusted by the National Geodetic Survey in June 1991..
 KR1405
 KR1405.The geoid height was determined by GEOID03.
 KR1405
 KR1405.The dynamic height is computed by dividing the NAVD 88
 KR1405.geopotential number by the normal gravity value computed on the
 KR1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1405.degrees latitude (g = 980.6199 gals.).
 KR1405
 KR1405.The modeled gravity was interpolated from observed gravity values.
 KR1405
 KR1405;                    North         East    Units  Estimated Accuracy
 KR1405;SPC NV W     - 4,494,600.      848,250.      MT  (+/- 180 meters Scaled)
 KR1405
 KR1405                          SUPERSEDED SURVEY CONTROL
 KR1405
 KR1405.No superseded survey control is available for this station.
 KR1405
 KR1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD115401(NAD 83)
 KR1405_MARKER: I = METAL ROD
 KR1405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1405_SP_SET: STAINLESS STEEL ROD
 KR1405_STAMPING: N 432 1984
 KR1405_MARK LOGO: NGS   
 KR1405_PROJECTION: FLUSH
 KR1405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1405_ROD/PIPE-DEPTH: 3.6  meters
 KR1405
 KR1405  HISTORY     - Date     Condition        Report By
 KR1405  HISTORY     - 1984     MONUMENTED       NGS
 KR1405
 KR1405                          STATION DESCRIPTION
 KR1405
 KR1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KR1405'22.8 KM (14.2 MI) SW FROM EASTGATE.
 KR1405'7.9 KM (4.9 MI) WEST ALONG STATE HIGHWAY 722 FROM THE SERVICE STATION
 KR1405'AND BAR AT EASTGATE, THENCE 5.0 KM (3.1 MI) WEST ALONG US HIGHWAY 50,
 KR1405'THENCE 10.0 KM (6.2 MI) SOUTH ALONG STATE HIGHWAY 361, AT THE TOP OF A
 KR1405'CUT, 0.66 KM (0.41 MI) SOUTH OF MILEPOST 10, 24.4 METERS (80 FT) WEST
 KR1405'OF THE HIGHWAY CENTERLINE.
 KR1405'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 KR1405'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0909 ***********************************************************************
 JR0909  DESIGNATION -  N 433
 JR0909  PID         -  JR0909
 JR0909  STATE/COUNTY-  NV/MINERAL
 JR0909  USGS QUAD   -  LUNING (1980)
 JR0909
 JR0909                         *CURRENT SURVEY CONTROL
 JR0909  ___________________________________________________________________
 JR0909* NAD 83(1986)-  38 35 37.     (N)    118 09 54.     (W)     SCALED    
 JR0909* NAVD 88     -      1658.472  (meters)    5441.17   (feet)  ADJUSTED  
 JR0909  ___________________________________________________________________
 JR0909  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 JR0909  DYNAMIC HT  -        1656.761 (meters)    5435.56  (feet)  COMP
 JR0909  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 JR0909
 JR0909  VERT ORDER  -  FIRST     CLASS II
 JR0909
 JR0909.The horizontal coordinates were scaled from a topographic map and have
 JR0909.an estimated accuracy of +/- 6 seconds.
 JR0909
 JR0909.The orthometric height was determined by differential leveling
 JR0909.and adjusted by the National Geodetic Survey in June 1991..
 JR0909
 JR0909.The geoid height was determined by GEOID03.
 JR0909
 JR0909.The dynamic height is computed by dividing the NAVD 88
 JR0909.geopotential number by the normal gravity value computed on the
 JR0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0909.degrees latitude (g = 980.6199 gals.).
 JR0909
 JR0909.The modeled gravity was interpolated from observed gravity values.
 JR0909
 JR0909;                    North         East    Units  Estimated Accuracy
 JR0909;SPC NV W     - 4,426,570.      836,440.      MT  (+/- 180 meters Scaled)
 JR0909
 JR0909                          SUPERSEDED SURVEY CONTROL
 JR0909
 JR0909.No superseded survey control is available for this station.
 JR0909
 JR0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC985723(NAD 83)
 JR0909_MARKER: DB = BENCH MARK DISK
 JR0909_SETTING: 66 = SET IN ROCK OUTCROP
 JR0909_SP_SET: ROCK OUTCROP
 JR0909_STAMPING: N 433 1984
 JR0909_MARK LOGO: NGS   
 JR0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JR0909+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 JR0909
 JR0909  HISTORY     - Date     Condition        Report By
 JR0909  HISTORY     - 1984     MONUMENTED       NGS
 JR0909  HISTORY     - 20050126 GOOD             NGS
 JR0909
 JR0909                          STATION DESCRIPTION
 JR0909
 JR0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JR0909'10.5 KM (6.6 MI) NORTH FROM LUNING.
 JR0909'1.3 KM (0.8 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 JR0909'POST OFFICE AT LUNING, THENCE 9.2 KM (5.8 MI) NORTH ALONG STATE
 JR0909'HIGHWAY 361, IN GRANITE OUTCROP, IN THE BASE OF A ROCK HIGHWAY CUT,
 JR0909'NEAR THE MIDDLE OF A SHORT STRAIGHT STRETCH IN THE HIGHWAY,
 JR0909'74.8 METERS (245.5 FT) SOUTHWEST OF MILEPOST 6, 7.6 METERS (25 FT)
 JR0909'NORTHWEST FROM THE HIGHWAY CENTERLINE AND 46.3 METERS (152 FT)
 JR0909'SOUTHWEST FROM THE NORTHEAST END OF THE CUT.
 JR0909'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 JR0909'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JR0909
 JR0909                          STATION RECOVERY (2005)
 JR0909
 JR0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 JR0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0386 ***********************************************************************
 KQ0386  DESIGNATION -  N 434
 KQ0386  PID         -  KQ0386
 KQ0386  STATE/COUNTY-  NV/LANDER
 KQ0386  USGS QUAD   -  YANKEE BLADE (1982)
 KQ0386
 KQ0386                         *CURRENT SURVEY CONTROL
 KQ0386  ___________________________________________________________________
 KQ0386* NAD 83(1986)-  39 32 30.     (N)    117 07 12.     (W)     SCALED    
 KQ0386* NAVD 88     -      1767.899  (meters)    5800.18   (feet)  ADJUSTED  
 KQ0386  ___________________________________________________________________
 KQ0386  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 KQ0386  DYNAMIC HT  -        1766.125 (meters)    5794.36  (feet)  COMP
 KQ0386  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 KQ0386
 KQ0386  VERT ORDER  -  FIRST     CLASS II
 KQ0386
 KQ0386.The horizontal coordinates were scaled from a topographic map and have
 KQ0386.an estimated accuracy of +/- 6 seconds.
 KQ0386
 KQ0386.The orthometric height was determined by differential leveling
 KQ0386.and adjusted by the National Geodetic Survey in June 1991..
 KQ0386
 KQ0386.The geoid height was determined by GEOID03.
 KQ0386
 KQ0386.The dynamic height is computed by dividing the NAVD 88
 KQ0386.geopotential number by the normal gravity value computed on the
 KQ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0386.degrees latitude (g = 980.6199 gals.).
 KQ0386
 KQ0386.The modeled gravity was interpolated from observed gravity values.
 KQ0386
 KQ0386;                    North         East    Units  Estimated Accuracy
 KQ0386;SPC NV C     - 6,531,830.      461,030.      MT  (+/- 180 meters Scaled)
 KQ0386
 KQ0386                          SUPERSEDED SURVEY CONTROL
 KQ0386
 KQ0386.No superseded survey control is available for this station.
 KQ0386
 KQ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD896768(NAD 83)
 KQ0386_MARKER: I = METAL ROD
 KQ0386_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KQ0386_SP_SET: STAINLESS STEEL ROD
 KQ0386_STAMPING: N 434 1985
 KQ0386_MARK LOGO: NGS   
 KQ0386_PROJECTION: FLUSH
 KQ0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KQ0386_ROD/PIPE-DEPTH: 3.0  meters
 KQ0386
 KQ0386  HISTORY     - Date     Condition        Report By
 KQ0386  HISTORY     - 1985     MONUMENTED       NGS
 KQ0386
 KQ0386                          STATION DESCRIPTION
 KQ0386
 KQ0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0386'7.1 KM (4.4 MI) NORTH FROM AUSTIN.
 KQ0386'1.56 KM (0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0386'AT AUSTIN, THENCE 5.54 KM (3.44 MI) NORTH ALONG STATE HIGHWAY 305, IN
 KQ0386'LINE WITH A ROW OF TELEPHONE POLES AT THE CREST OF A SLIGHT GRADE,
 KQ0386'0.40 KM (0.25 MI) NORTHWEST OF MILEPOST 34, 59.4 METERS (195 FT)
 KQ0386'NORTHEAST OF THE HIGHWAY CENTERLINE AND 2.1 METERS (7 FT) NORTHWEST OF
 KQ0386'A TELEPHONE POLE.
 KQ0386'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 KQ0386'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0403 ***********************************************************************
 KQ0403  DESIGNATION -  N 435
 KQ0403  PID         -  KQ0403
 KQ0403  STATE/COUNTY-  NV/LANDER
 KQ0403  USGS QUAD   -  MANHATTAN MTN (1980)
 KQ0403
 KQ0403                         *CURRENT SURVEY CONTROL
 KQ0403  ___________________________________________________________________
 KQ0403* NAD 83(1986)-  39 46 34.     (N)    117 07 57.     (W)     SCALED    
 KQ0403* NAVD 88     -      1645.599  (meters)    5398.94   (feet)  ADJUSTED  
 KQ0403  ___________________________________________________________________
 KQ0403  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 KQ0403  DYNAMIC HT  -        1644.042 (meters)    5393.83  (feet)  COMP
 KQ0403  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 KQ0403
 KQ0403  VERT ORDER  -  FIRST     CLASS II
 KQ0403
 KQ0403.The horizontal coordinates were scaled from a topographic map and have
 KQ0403.an estimated accuracy of +/- 6 seconds.
 KQ0403
 KQ0403.The orthometric height was determined by differential leveling
 KQ0403.and adjusted by the National Geodetic Survey in June 1991..
 KQ0403
 KQ0403.The geoid height was determined by GEOID03.
 KQ0403
 KQ0403.The dynamic height is computed by dividing the NAVD 88
 KQ0403.geopotential number by the normal gravity value computed on the
 KQ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0403.degrees latitude (g = 980.6199 gals.).
 KQ0403
 KQ0403.The modeled gravity was interpolated from observed gravity values.
 KQ0403
 KQ0403;                    North         East    Units  Estimated Accuracy
 KQ0403;SPC NV C     - 6,557,860.      460,100.      MT  (+/- 180 meters Scaled)
 KQ0403
 KQ0403                          SUPERSEDED SURVEY CONTROL
 KQ0403
 KQ0403.No superseded survey control is available for this station.
 KQ0403
 KQ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SME886029(NAD 83)
 KQ0403_MARKER: DB = BENCH MARK DISK
 KQ0403_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0403_SP_SET: ROCK OUTCROP
 KQ0403_STAMPING: N 435 1985
 KQ0403_MARK LOGO: NGS   
 KQ0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0403+STABILITY: POSITION/ELEVATION WELL
 KQ0403
 KQ0403  HISTORY     - Date     Condition        Report By
 KQ0403  HISTORY     - 1985     MONUMENTED       NGS
 KQ0403
 KQ0403                          STATION DESCRIPTION
 KQ0403
 KQ0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KQ0403'35.1 KM (21.8 MI) NORTH FROM AUSTIN.
 KQ0403'1.56 KM (0.97 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0403'AT AUSTIN, THENCE 33.58 KM (20.87 MI) NORTH ALONG STATE HIGHWAY 305,
 KQ0403'IN TOP OF A 4 BY 5 FOOT SLOPING LEDGE OF OUTCROP PROJECTING 6 INCHES
 KQ0403'ABOVE THE WEST SLOPE OF A PROMINENT POINT OVERLOOKING REESE RIVER TO
 KQ0403'THE SOUTH, 0.64 KM (0.40 MI) SOUTHWEST OF MILEPOST 52, 59.1 METERS
 KQ0403'(194 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 121.6 METERS (399 FT)
 KQ0403'NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST RAILING FOR A SMALL
 KQ0403'CONCRETE BRIDGE OVER THE REESE RIVER, 44.5 METERS (146 FT) SOUTHEAST
 KQ0403'OF THE SOUTHEAST RIGHT OF WAY FENCE, 33.5 METERS (110 FT) NORTHWEST OF
 KQ0403'THE NORTHWEST EDGE OF A CANAL AND 5.8 METERS (19 FT) NORTHWEST OF
 KQ0403'VAUGHN AZIMUTH MARK.
 KQ0403'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 KQ0403'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0772 ***********************************************************************
 LR0772  DESIGNATION -  N 436
 LR0772  PID         -  LR0772
 LR0772  STATE/COUNTY-  NV/LANDER
 LR0772  USGS QUAD   -  MOSS CREEK (1990)
 LR0772
 LR0772                         *CURRENT SURVEY CONTROL
 LR0772  ___________________________________________________________________
 LR0772* NAD 83(1986)-  40 11 18.     (N)    117 05 56.     (W)     SCALED    
 LR0772* NAVD 88     -      1471.983  (meters)    4829.33   (feet)  ADJUSTED  
 LR0772  ___________________________________________________________________
 LR0772  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 LR0772  DYNAMIC HT  -        1470.693 (meters)    4825.10  (feet)  COMP
 LR0772  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 LR0772
 LR0772  VERT ORDER  -  FIRST     CLASS II
 LR0772
 LR0772.The horizontal coordinates were scaled from a topographic map and have
 LR0772.an estimated accuracy of +/- 6 seconds.
 LR0772
 LR0772.The orthometric height was determined by differential leveling
 LR0772.and adjusted by the National Geodetic Survey in June 1991..
 LR0772
 LR0772.The geoid height was determined by GEOID03.
 LR0772
 LR0772.The dynamic height is computed by dividing the NAVD 88
 LR0772.geopotential number by the normal gravity value computed on the
 LR0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0772.degrees latitude (g = 980.6199 gals.).
 LR0772
 LR0772.The modeled gravity was interpolated from observed gravity values.
 LR0772
 LR0772;                    North         East    Units  Estimated Accuracy
 LR0772;SPC NV C     - 6,603,610.      463,200.      MT  (+/- 180 meters Scaled)
 LR0772
 LR0772                          SUPERSEDED SURVEY CONTROL
 LR0772
 LR0772.No superseded survey control is available for this station.
 LR0772
 LR0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME915486(NAD 83)
 LR0772_MARKER: I = METAL ROD
 LR0772_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LR0772_SP_SET: STAINLESS STEEL ROD
 LR0772_STAMPING: N 436 1985
 LR0772_MARK LOGO: NGS   
 LR0772_PROJECTION: FLUSH
 LR0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LR0772_ROD/PIPE-DEPTH: 4.9  meters
 LR0772
 LR0772  HISTORY     - Date     Condition        Report By
 LR0772  HISTORY     - 1985     MONUMENTED       NGS
 LR0772
 LR0772                          STATION DESCRIPTION
 LR0772
 LR0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LR0772'55.2 KM (34.3 MI) SOUTH FROM BATTLE MTN.
 LR0772'55.20 KM (34.31 MI) SOUTH ALONG STATE HIGHWAY 305 FROM THE POST OFFICE
 LR0772'AT BATTLE MTN, 0.34 KM (0.21 MI) NORTH OF THE T JUNCTION OF A DIRT
 LR0772'ROAD LEADING WEST TO AN OLD RANCH COMPLEX, 0.58 KM (0.36 MI) SOUTH OF
 LR0772'MILEPOST 84, 60.4 METERS (198 FT) WEST OF THE HIGHWAY CENTERLINE,
 LR0772'71.3 METERS (234 FT) SOUTHWEST OF THE SOUTH END OF THE WEST HEADWALL
 LR0772'FOR A 18-INCH PIPE CULVERT, 9.8 METERS (32 FT) SOUTH-SOUTHEAST OF
 LR0772'TELEPHONE POLE 402, 1.5 METERS (5 FT) NORTH OF THE NORTH ONE OF TWO
 LR0772'WOOD BRACE POSTS IN THE RIGHT OF WAY FENCE AND 1.1 METERS (3.5 FT)
 LR0772'EAST OF THE RIGHT OF WAY FENCE.
 LR0772'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 LR0772'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1422 ***********************************************************************
 KR1422  DESIGNATION -  N 439
 KR1422  PID         -  KR1422
 KR1422  STATE/COUNTY-  NV/CHURCHILL
 KR1422  USGS QUAD   -  GRIMES POINT (1985)
 KR1422
 KR1422                         *CURRENT SURVEY CONTROL
 KR1422  ___________________________________________________________________
 KR1422* NAD 83(1986)-  39 28 25.     (N)    118 41 20.     (W)     SCALED    
 KR1422* NAVD 88     -      1199.674  (meters)    3935.93   (feet)  ADJUSTED  
 KR1422  ___________________________________________________________________
 KR1422  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 KR1422  DYNAMIC HT  -        1198.642 (meters)    3932.54  (feet)  COMP
 KR1422  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 KR1422
 KR1422  VERT ORDER  -  FIRST     CLASS II
 KR1422
 KR1422.The horizontal coordinates were scaled from a topographic map and have
 KR1422.an estimated accuracy of +/- 6 seconds.
 KR1422
 KR1422.The orthometric height was determined by differential leveling
 KR1422.and adjusted by the National Geodetic Survey in June 1991..
 KR1422
 KR1422.The geoid height was determined by GEOID03.
 KR1422
 KR1422.The dynamic height is computed by dividing the NAVD 88
 KR1422.geopotential number by the normal gravity value computed on the
 KR1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1422.degrees latitude (g = 980.6199 gals.).
 KR1422
 KR1422.The modeled gravity was interpolated from observed gravity values.
 KR1422
 KR1422;                    North         East    Units  Estimated Accuracy
 KR1422;SPC NV W     - 4,524,180.      790,920.      MT  (+/- 180 meters Scaled)
 KR1422
 KR1422                          SUPERSEDED SURVEY CONTROL
 KR1422
 KR1422.No superseded survey control is available for this station.
 KR1422
 KR1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD547706(NAD 83)
 KR1422_MARKER: I = METAL ROD
 KR1422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KR1422_SP_SET: STAINLESS STEEL ROD
 KR1422_STAMPING: N 439 1986
 KR1422_MARK LOGO: NGS   
 KR1422_PROJECTION: FLUSH
 KR1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1422+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 KR1422_ROD/PIPE-DEPTH: 12.8 meters
 KR1422
 KR1422  HISTORY     - Date     Condition        Report By
 KR1422  HISTORY     - 1986     MONUMENTED       NGS
 KR1422  HISTORY     - 19910806 GOOD             NGS
 KR1422  HISTORY     - 20051013 GOOD             GEOCAC
 KR1422
 KR1422                          STATION DESCRIPTION
 KR1422
 KR1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1422'8.1 KM (5.05 MI) EAST FROM FALLON.
 KR1422'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KR1422'0.24 KM (0.15 MI) SOUTH ALONG US HIGHWAY 95 (MAIN STREET) FROM THE
 KR1422'POST OFFICE IN FALLON, THENCE 7.9 KM (4.9 MI) EASTERLY ALONG US
 KR1422'HIGHWAY 50, IN THE WEST QUADRANT OF THE JUNCTION OF SOUTH HARMON ROAD,
 KR1422'16.6 METERS (54.6 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 KR1422'35.4 METERS (116 FT) WEST-NORTHWEST OF THE CENTERLINE OF SOUTH HARMON
 KR1422'ROAD, 25.9 METERS (85 FT) WEST-NORTHWEST OF A CORNER FENCEPOST, 0.3
 KR1422'METER (1.0 FT) NORTHEAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS
 KR1422'HAD THROUGH A 5-INCH LOGO CAP.
 KR1422'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 KR1422
 KR1422                          STATION RECOVERY (1991)
 KR1422
 KR1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KR1422'7.8 KM (4.8 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL IN
 KR1422'FALLON, 35.4 M (116.1 FT) WEST-NORTHWEST OF THE CENTERLINE OF SOUTH
 KR1422'HARMON ROAD, 25.9 M (85.0 FT) WEST OF A FENCE CORNER, 16.6 M (54.5
 KR1422'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.6 M (2.0 FT) BELOW
 KR1422'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A FENCE, AND 0.3 M
 KR1422'(1.0 FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 KR1422'POINT IS THROUGH A 5-INCH LOGO CAP.
 KR1422
 KR1422                          STATION RECOVERY (2005)
 KR1422
 KR1422'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR1422'LOGO CAP 0.1M (0.3FT) BELOW GROUND SURFACE.  OBSERVED GPSR COORDINATES
 KR1422'N39 28 26.34, W118 41 17.58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0198 ***********************************************************************
 KP0198  DESIGNATION -  N 44
 KP0198  PID         -  KP0198
 KP0198  STATE/COUNTY-  NV/EUREKA
 KP0198  USGS QUAD   -  EUREKA (1990)
 KP0198
 KP0198                         *CURRENT SURVEY CONTROL
 KP0198  ___________________________________________________________________
 KP0198* NAD 83(1986)-  39 32 37.     (N)    115 58 32.     (W)     SCALED    
 KP0198* NAVD 88     -      1935.589  (meters)    6350.34   (feet)  ADJUSTED  
 KP0198  ___________________________________________________________________
 KP0198  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 KP0198  DYNAMIC HT  -        1933.630 (meters)    6343.92  (feet)  COMP
 KP0198  MODELED GRAV-     979,545.8   (mgal)                       NAVD 88
 KP0198
 KP0198  VERT ORDER  -  FIRST     CLASS II
 KP0198
 KP0198.The horizontal coordinates were scaled from a topographic map and have
 KP0198.an estimated accuracy of +/- 6 seconds.
 KP0198
 KP0198.The orthometric height was determined by differential leveling
 KP0198.and adjusted by the National Geodetic Survey in June 1991..
 KP0198
 KP0198.The geoid height was determined by GEOID03.
 KP0198
 KP0198.The dynamic height is computed by dividing the NAVD 88
 KP0198.geopotential number by the normal gravity value computed on the
 KP0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0198.degrees latitude (g = 980.6199 gals.).
 KP0198
 KP0198.The modeled gravity was interpolated from observed gravity values.
 KP0198
 KP0198;                    North         East    Units  Estimated Accuracy
 KP0198;SPC NV E     - 8,532,020.      166,290.      MT  (+/- 180 meters Scaled)
 KP0198
 KP0198                          SUPERSEDED SURVEY CONTROL
 KP0198
 KP0198  NGVD 29 (??/??/92) 1934.325  (m)         6346.20   (f) ADJ UNCH    1 2
 KP0198
 KP0198.Superseded values are not recommended for survey control.
 KP0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0198.See file dsdata.txt to determine how the superseded data were derived.
 KP0198
 KP0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND880776(NAD 83)
 KP0198_MARKER: DB = BENCH MARK DISK
 KP0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0198_STAMPING: N 44 1934
 KP0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0198+STABILITY: SURFACE MOTION
 KP0198
 KP0198  HISTORY     - Date     Condition        Report By
 KP0198  HISTORY     - 1934     MONUMENTED       CGS
 KP0198
 KP0198                          STATION DESCRIPTION
 KP0198
 KP0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0198'2.0 MI NW FROM EUREKA.
 KP0198'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KP0198'AT EUREKA, AT THE SUMMIT OF A HILL, 93 FEET SOUTHEAST OF THE NORTH END
 KP0198'OF A CURVE, AND 54 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 KP0198'STANDARD DISK, STAMPED N 44 1934 AND SET IN THE TOP OF A CONCRETE
 KP0198'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1701 ***********************************************************************
 GR1701  DESIGNATION -  N 44
 GR1701  PID         -  GR1701
 GR1701  STATE/COUNTY-  NV/CLARK
 GR1701  USGS QUAD   -  ECHO BAY (1983)
 GR1701
 GR1701                         *CURRENT SURVEY CONTROL
 GR1701  ___________________________________________________________________
 GR1701* NAD 83(1994)-  36 15 59.34083(N)    114 23 32.98543(W)     ADJUSTED  
 GR1701* NAVD 88     -       420.6    (meters)    1380.     (feet)  VERTCON   
 GR1701  ___________________________________________________________________
 GR1701  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 GR1701  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 GR1701
 GR1701  HORZ ORDER  -  THIRD
 GR1701
 GR1701.The horizontal coordinates were established by classical geodetic methods
 GR1701.and adjusted by the National Geodetic Survey in June 1998..
 GR1701
 GR1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1701
 GR1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1701
 GR1701.The geoid height was determined by GEOID03.
 GR1701
 GR1701;                    North         East     Units Scale Factor Converg.
 GR1701;SPC NV E     - 8,168,894.738   306,999.532   MT  1.00004102   +0 42 16.2
 GR1701;SPC NV E     -26,800,782.15  1,007,214.30   sFT  1.00004102   +0 42 16.2
 GR1701;UTM  11      - 4,016,660.252   734,239.433   MT  1.00027609   +1 32 35.3
 GR1701
 GR1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1701!SPC NV E     -   0.99993831  x   1.00004102  =   0.99997932
 GR1701!UTM  11      -   0.99993831  x   1.00027609  =   1.00021438
 GR1701
 GR1701:                Primary Azimuth Mark                     Grid Az
 GR1701:SPC NV E     -  N 41                                     216 29 39.5
 GR1701:UTM  11      -  N 41                                     215 39 20.4
 GR1701
 GR1701|---------------------------------------------------------------------|
 GR1701| PID    Reference Object                     Distance      Geod. Az  |
 GR1701|                                                           dddmmss.s |
 GR1701| GR1698 N 41                                APPROX. 2.5 KM 2171155.7 |
 GR1701|---------------------------------------------------------------------|
 GR1701
 GR1701                          SUPERSEDED SURVEY CONTROL
 GR1701
 GR1701  NAD 83(1994)-  36 15 59.34100(N)    114 23 32.98538(W) AD(       ) 3
 GR1701  NAD 83(1992)-  36 15 59.34090(N)    114 23 32.98540(W) AD(       ) 3
 GR1701  NAD 83(1986)-  36 15 59.32796(N)    114 23 32.97689(W) AD(       ) 3
 GR1701  NGVD 29 (06/27/88)  420.0    (m)         1378.     (f) VERT ANG       
 GR1701
 GR1701.Superseded values are not recommended for survey control.
 GR1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1701.See file dsdata.txt to determine how the superseded data were derived.
 GR1701
 GR1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3423916660(NAD 83)
 GR1701_MARKER: DS = TRIANGULATION STATION DISK
 GR1701_SETTING: 66 = SET IN ROCK OUTCROP
 GR1701_SP_SET: SET IN ROCK OUTCROP
 GR1701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1701+STABILITY: POSITION/ELEVATION WELL
 GR1701
 GR1701  HISTORY     - Date     Condition        Report By
 GR1701  HISTORY     - 1948     MONUMENTED       USGS
 GR1701
 GR1701                          STATION DESCRIPTION
 GR1701
 GR1701'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1701'LOCATED ABOUT 12.5 MI S. OF OVERTON BOAT DOCK.  ON HIGHEST POINT
 GR1701'OF HERON ISLAND.
 GR1701'
 GR1701'TO REACH NOT GIVEN.
 GR1701'
 GR1701'STATION MARK--STANDARD TABLET STAMPED---N44 1948---, CEMENTED IN
 GR1701'TOP OF ROCK OUTCROP.
 GR1701'
 GR1701'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1445 ***********************************************************************
 KR1445  DESIGNATION -  N 441
 KR1445  PID         -  KR1445
 KR1445  STATE/COUNTY-  NV/CHURCHILL
 KR1445  USGS QUAD   -  WHITE PLAINS (1986)
 KR1445
 KR1445                         *CURRENT SURVEY CONTROL
 KR1445  ___________________________________________________________________
 KR1445* NAD 83(1986)-  39 52 57.     (N)    118 52 12.     (W)     SCALED    
 KR1445* NAVD 88     -      1243.275  (meters)    4078.98   (feet)  ADJUSTED  
 KR1445  ___________________________________________________________________
 KR1445  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 KR1445  DYNAMIC HT  -        1242.258 (meters)    4075.64  (feet)  COMP
 KR1445  MODELED GRAV-     979,765.5   (mgal)                       NAVD 88
 KR1445
 KR1445  VERT ORDER  -  FIRST     CLASS II
 KR1445
 KR1445.The horizontal coordinates were scaled from a topographic map and have
 KR1445.an estimated accuracy of +/- 6 seconds.
 KR1445
 KR1445.The orthometric height was determined by differential leveling
 KR1445.and adjusted by the National Geodetic Survey in June 1991..
 KR1445
 KR1445.The geoid height was determined by GEOID03.
 KR1445
 KR1445.The dynamic height is computed by dividing the NAVD 88
 KR1445.geopotential number by the normal gravity value computed on the
 KR1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1445.degrees latitude (g = 980.6199 gals.).
 KR1445
 KR1445.The modeled gravity was interpolated from observed gravity values.
 KR1445
 KR1445;                    North         East    Units  Estimated Accuracy
 KR1445;SPC NV W     - 4,569,610.      775,480.      MT  (+/- 180 meters Scaled)
 KR1445
 KR1445                          SUPERSEDED SURVEY CONTROL
 KR1445
 KR1445.No superseded survey control is available for this station.
 KR1445
 KR1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLE400163(NAD 83)
 KR1445_MARKER: DB = BENCH MARK DISK
 KR1445_SETTING: 66 = SET IN ROCK OUTCROP
 KR1445_SP_SET: ROCK OUTCROP
 KR1445_STAMPING: N 441 1986
 KR1445_MARK LOGO: NGS   
 KR1445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1445+STABILITY: POSITION/ELEVATION WELL
 KR1445
 KR1445  HISTORY     - Date     Condition        Report By
 KR1445  HISTORY     - 1986     MONUMENTED       NGS
 KR1445
 KR1445                          STATION DESCRIPTION
 KR1445
 KR1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KR1445'46.5 KM (28.9 MI) NE FROM FERNLEY.
 KR1445'3.8 KM (2.4 MI) NORTHEAST ALONG US ALTERNATE HIGHWAY 95 FROM THE POST
 KR1445'OFFICE IN FERNLEY, THENCE 42.7 KM (26.5 MI) NORTHEAST ALONG I-80, 0.55
 KR1445'KM (0.34 MI) NORTHEAST OF MILE POST 75, AT THE NORTHEAST END OF A CUT,
 KR1445'IN THE MEDIAN, 71.9 METERS (236 FT) SOUTHEAST OF THE CENTERLINE OF THE
 KR1445'WESTBOUND LANES, 67.7 METERS (222 FT) NORTHWEST OF THE CENTERLINE OF
 KR1445'THE EASTBOUND LANES, IN TOP OF A 5- BY 8-F00T ROCK OUTCROP PROJECTING
 KR1445'1 FT.
 KR1445'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 KR1445'THE MARK IS 3.0 M ABOVE THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0487 ***********************************************************************
 LS0487  DESIGNATION -  N 442
 LS0487  PID         -  LS0487
 LS0487  STATE/COUNTY-  NV/PERSHING
 LS0487  USGS QUAD   -  RYE PATCH RES SOUTH (1971)
 LS0487
 LS0487                         *CURRENT SURVEY CONTROL
 LS0487  ___________________________________________________________________
 LS0487* NAD 83(1986)-  40 35 27.     (N)    118 15 28.     (W)     SCALED    
 LS0487* NAVD 88     -      1293.221  (meters)    4242.84   (feet)  ADJUSTED  
 LS0487  ___________________________________________________________________
 LS0487  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 LS0487  DYNAMIC HT  -        1292.210 (meters)    4239.53  (feet)  COMP
 LS0487  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 LS0487
 LS0487  VERT ORDER  -  FIRST     CLASS II
 LS0487
 LS0487.The horizontal coordinates were scaled from a topographic map and have
 LS0487.an estimated accuracy of +/- 6 seconds.
 LS0487
 LS0487.The orthometric height was determined by differential leveling
 LS0487.and adjusted by the National Geodetic Survey in June 1991..
 LS0487
 LS0487.The geoid height was determined by GEOID03.
 LS0487
 LS0487.The dynamic height is computed by dividing the NAVD 88
 LS0487.geopotential number by the normal gravity value computed on the
 LS0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0487.degrees latitude (g = 980.6199 gals.).
 LS0487
 LS0487.The modeled gravity was interpolated from observed gravity values.
 LS0487
 LS0487;                    North         East    Units  Estimated Accuracy
 LS0487;SPC NV W     - 4,648,260.      827,560.      MT  (+/- 180 meters Scaled)
 LS0487
 LS0487                          SUPERSEDED SURVEY CONTROL
 LS0487
 LS0487.No superseded survey control is available for this station.
 LS0487
 LS0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE935940(NAD 83)
 LS0487_MARKER: I = METAL ROD
 LS0487_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LS0487_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LS0487_STAMPING: N 442 1986
 LS0487_MARK LOGO: NGS   
 LS0487_PROJECTION: FLUSH
 LS0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LS0487+STABILITY: POSITION/ELEVATION WELL
 LS0487_ROD/PIPE-DEPTH: 11.0 meters
 LS0487_SLEEVE-DEPTH  : 6.1 meters
 LS0487
 LS0487  HISTORY     - Date     Condition        Report By
 LS0487  HISTORY     - 1986     MONUMENTED       NGS
 LS0487
 LS0487                          STATION DESCRIPTION
 LS0487
 LS0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LS0487'27.8 KM (17.3 MI) NORTH FROM OREANA.
 LS0487'27.8 KM (17.3 MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS
 LS0487'(EXIT 119) IN OREANA, 0.55 KM (0.35 MI) SOUTH OF THE HUMBOLDT OVERPASS
 LS0487'(EXIT 138), 25.0 METERS (82.0 FT) WEST OF THE CENTERLINE OF THE
 LS0487'WESTBOUND LANES, 15.5 METERS (51.0 FT) WEST OF MILEPOST 138, 32.6
 LS0487'METERS (107 FT) SOUTHWEST OF THE WEST END OF A 48-INCH CULVERT, 10.5
 LS0487'METERS (34.5 FT) EAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 1.1
 LS0487'METERS (3.5 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 LS0487'THROUGH A 5-INCH LOGO CAP.
 LS0487'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LS0487'THE MARK IS 0.9 M BELOW THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0931 ***********************************************************************
 JR0931  DESIGNATION -  N 443
 JR0931  PID         -  JR0931
 JR0931  STATE/COUNTY-  NV/MINERAL
 JR0931  USGS QUAD   -  BASALT (1982)
 JR0931
 JR0931                         *CURRENT SURVEY CONTROL
 JR0931  ___________________________________________________________________
 JR0931* NAD 83(1986)-  38 02 56.     (N)    118 16 46.     (W)     SCALED    
 JR0931* NAVD 88     -      1838.861  (meters)    6033.00   (feet)  ADJUSTED  
 JR0931  ___________________________________________________________________
 JR0931  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 JR0931  DYNAMIC HT  -        1836.781 (meters)    6026.17  (feet)  COMP
 JR0931  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 JR0931
 JR0931  VERT ORDER  -  FIRST     CLASS II
 JR0931
 JR0931.The horizontal coordinates were scaled from a topographic map and have
 JR0931.an estimated accuracy of +/- 6 seconds.
 JR0931
 JR0931.The orthometric height was determined by differential leveling
 JR0931.and adjusted by the National Geodetic Survey in June 1991..
 JR0931
 JR0931.The geoid height was determined by GEOID03.
 JR0931
 JR0931.The dynamic height is computed by dividing the NAVD 88
 JR0931.geopotential number by the normal gravity value computed on the
 JR0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0931.degrees latitude (g = 980.6199 gals.).
 JR0931
 JR0931.The modeled gravity was interpolated from observed gravity values.
 JR0931
 JR0931;                    North         East    Units  Estimated Accuracy
 JR0931;SPC NV W     - 4,366,070.      826,670.      MT  (+/- 180 meters Scaled)
 JR0931
 JR0931                          SUPERSEDED SURVEY CONTROL
 JR0931
 JR0931.No superseded survey control is available for this station.
 JR0931
 JR0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC877120(NAD 83)
 JR0931_MARKER: I = METAL ROD
 JR0931_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JR0931_SP_SET: STAINLESS STEEL ROD
 JR0931_STAMPING: N 443 1986
 JR0931_MARK LOGO: NGS   
 JR0931_PROJECTION: FLUSH
 JR0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0931_ROD/PIPE-DEPTH: 6.1  meters
 JR0931
 JR0931  HISTORY     - Date     Condition        Report By
 JR0931  HISTORY     - 1986     MONUMENTED       NGS
 JR0931
 JR0931                          STATION DESCRIPTION
 JR0931
 JR0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JR0931'10.1 KM (6.3 MI) NE FROM MOUNT MONTGOMERY.
 JR0931'5.6 KM (3.5 MI) NORTHEAST ALONG US HIGHWAY 6 FROM THE BAR AND CAFE IN
 JR0931'MOUNT MONTGOMERY, THENCE 4.5 KM (2.8 MI) NORTH ALONG STATE HIGHWAY
 JR0931'360, 0.37 KM (0.23 MI) SOUTH OF MILEPOST 3, 23.0 METERS (75.5 FT)
 JR0931'WEST OF THE CENTERLINE OF THE HIGHWAY, 14.6 METERS (48.0 FT)
 JR0931'NORTHWEST OF THE NORTH END OF A HIGHWAY CUT, 14.6 METERS (48.0 FT)
 JR0931'EAST OF THE CENTER OF A DITCH.  NOTE--ACCESS TO DATUM POINT IS HAD
 JR0931'THROUGH A 5-INCH LOGO CAP.
 JR0931'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JR0931'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1813 ***********************************************************************
 KR1813  DESIGNATION -  N 446
 KR1813  PID         -  KR1813
 KR1813  STATE/COUNTY-  NV/CHURCHILL
 KR1813  USGS QUAD   -  GRIMES POINT (1985)
 KR1813
 KR1813                         *CURRENT SURVEY CONTROL
 KR1813  ___________________________________________________________________
 KR1813* NAD 83(1986)-  39 23 15.     (N)    118 39 07.     (W)     SCALED    
 KR1813* NAVD 88     -      1197.236  (meters)    3927.93   (feet)  ADJUSTED  
 KR1813  ___________________________________________________________________
 KR1813  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KR1813  DYNAMIC HT  -        1196.207 (meters)    3924.56  (feet)  COMP
 KR1813  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 KR1813
 KR1813  VERT ORDER  -  FIRST     CLASS II
 KR1813
 KR1813.The horizontal coordinates were scaled from a topographic map and have
 KR1813.an estimated accuracy of +/- 6 seconds.
 KR1813
 KR1813.The orthometric height was determined by differential leveling
 KR1813.and adjusted by the National Geodetic Survey in October 1991..
 KR1813
 KR1813.The geoid height was determined by GEOID03.
 KR1813
 KR1813.The dynamic height is computed by dividing the NAVD 88
 KR1813.geopotential number by the normal gravity value computed on the
 KR1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1813.degrees latitude (g = 980.6199 gals.).
 KR1813
 KR1813.The modeled gravity was interpolated from observed gravity values.
 KR1813
 KR1813;                    North         East    Units  Estimated Accuracy
 KR1813;SPC NV W     - 4,514,620.      794,090.      MT  (+/- 180 meters Scaled)
 KR1813
 KR1813                          SUPERSEDED SURVEY CONTROL
 KR1813
 KR1813.No superseded survey control is available for this station.
 KR1813
 KR1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD577610(NAD 83)
 KR1813_MARKER: DB = BENCH MARK DISK
 KR1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1813_SP_SET: CONCRETE POST
 KR1813_STAMPING: N 446 1991
 KR1813_MARK LOGO: USN   
 KR1813_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1813+STABILITY: SURFACE MOTION
 KR1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1813+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2005
 KR1813
 KR1813  HISTORY     - Date     Condition        Report By
 KR1813  HISTORY     - 1991     MONUMENTED       NGS
 KR1813  HISTORY     - 20051220 GOOD             GEOCAC
 KR1813
 KR1813                          STATION DESCRIPTION
 KR1813
 KR1813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KR1813'17.7 KM (11.0 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE CITY HALL
 KR1813'IN FALLON, THENCE 1.1 KM (0.7 MI) SOUTHWESTERLY ALONG MACARI LANE,
 KR1813'11.7 M (38.4 FT) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 10.9 M
 KR1813'(35.8 FT) NORTHWEST OF THE CENTER OF THE LANE, 0.6 M (2.0 FT) BELOW
 KR1813'THE LEVEL OF THE LANE, 0.6 M (2.0 FT) NORTHEAST OF A WITNESS POST,
 KR1813'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 KR1813
 KR1813                          STATION RECOVERY (2005)
 KR1813
 KR1813'RECOVERY NOTE BY GEOCACHING 2005 (LCL)
 KR1813'GRAVELED ROAD NOW CALLED PIT ROAD.  OBSERVED GPSR COORDINATES N39 23
 KR1813'14.58, W118 39 05.46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0236 ***********************************************************************
 KQ0236  DESIGNATION -  N 45
 KQ0236  PID         -  KQ0236
 KQ0236  STATE/COUNTY-  NV/LANDER
 KQ0236  USGS QUAD   -  GANDOLFO CANYON (1980)
 KQ0236
 KQ0236                         *CURRENT SURVEY CONTROL
 KQ0236  ___________________________________________________________________
 KQ0236* NAD 83(1999)-  39 23 53.25718(N)    117 18 16.03174(W)     ADJUSTED  
 KQ0236* NAVD 88     -      1779.940  (meters)    5839.69   (feet)  ADJUSTED  
 KQ0236  ___________________________________________________________________
 KQ0236  EPOCH DATE  -        2002.00
 KQ0236  X           -  -2,264,579.434 (meters)                     COMP
 KQ0236  Y           -  -4,386,705.680 (meters)                     COMP
 KQ0236  Z           -   4,027,685.364 (meters)                     COMP
 KQ0236  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 KQ0236  ELLIP HEIGHT-        1757.64  (meters)          (11/26/04) GPS OBS
 KQ0236  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 KQ0236  DYNAMIC HT  -        1778.128 (meters)    5833.74  (feet)  COMP
 KQ0236  MODELED GRAV-     979,545.8   (mgal)                       NAVD 88
 KQ0236
 KQ0236  HORZ ORDER  -  B
 KQ0236  VERT ORDER  -  FIRST     CLASS II
 KQ0236  ELLP ORDER  -  THIRD     CLASS II
 KQ0236
 KQ0236.This is a reference station for the AUSTIN 1
 KQ0236.National Continuously Operating Reference Station (AST1).
 KQ0236
 KQ0236.The horizontal coordinates were established by GPS observations
 KQ0236.and adjusted by the National Geodetic Survey in November 2004..
 KQ0236.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 KQ0236.DATUM ITEM on the data sheet items page.
 KQ0236.The horizontal coordinates are valid at the epoch date displayed above.
 KQ0236.The epoch date for horizontal control is a decimal equivalence
 KQ0236.of Year/Month/Day.
 KQ0236
 KQ0236.The orthometric height was determined by differential leveling
 KQ0236.and adjusted by the National Geodetic Survey in June 1991..
 KQ0236.WARNING-Repeat measurements at this control monument indicate possible
 KQ0236.vertical movement.
 KQ0236
 KQ0236.Photographs are available for this station.
 KQ0236
 KQ0236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KQ0236
 KQ0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0236
 KQ0236.The ellipsoidal height was determined by GPS observations
 KQ0236.and is referenced to NAD 83.
 KQ0236
 KQ0236.The geoid height was determined by GEOID03.
 KQ0236
 KQ0236.The dynamic height is computed by dividing the NAVD 88
 KQ0236.geopotential number by the normal gravity value computed on the
 KQ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0236.degrees latitude (g = 980.6199 gals.).
 KQ0236
 KQ0236.The modeled gravity was interpolated from observed gravity values.
 KQ0236
 KQ0236;                    North         East     Units Scale Factor Converg.
 KQ0236;SPC NV C     - 6,515,987.905   445,067.069   MT  0.99993714   -0 24 17.3
 KQ0236;SPC NV C     -21,377,870.32  1,460,190.88   sFT  0.99993714   -0 24 17.3
 KQ0236;UTM  11      - 4,361,002.884   473,785.213   MT  0.99960846   -0 11 35.7
 KQ0236
 KQ0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0236!SPC NV C     -   0.99972432  x   0.99993714  =   0.99966148
 KQ0236!UTM  11      -   0.99972432  x   0.99960846  =   0.99933289
 KQ0236
 KQ0236                          SUPERSEDED SURVEY CONTROL
 KQ0236
 KQ0236  NAVD 88 (11/26/04) 1779.94   (m)         5839.7    (f) LEVELING    3  
 KQ0236  NGVD 29 (??/??/92) 1778.703  (m)         5835.63   (f) ADJ UNCH    1 2
 KQ0236
 KQ0236.Superseded values are not recommended for survey control.
 KQ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0236.See file dsdata.txt to determine how the superseded data were derived.
 KQ0236
 KQ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD7378561003(NAD 83)
 KQ0236_MARKER: DB = BENCH MARK DISK
 KQ0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0236_STAMPING: N 45 1934
 KQ0236_MARK LOGO: CGS   
 KQ0236_MAGNETIC: N = NO MAGNETIC MATERIAL
 KQ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0236+STABILITY: SURFACE MOTION
 KQ0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KQ0236+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 KQ0236
 KQ0236  HISTORY     - Date     Condition        Report By
 KQ0236  HISTORY     - 1934     MONUMENTED       CGS
 KQ0236  HISTORY     - 1955     GOOD             NGS
 KQ0236  HISTORY     - 1985     GOOD             NGS
 KQ0236  HISTORY     - 20040521 GOOD             NGS
 KQ0236
 KQ0236                          STATION DESCRIPTION
 KQ0236
 KQ0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KQ0236'14.9 MI SW FROM AUSTIN.
 KQ0236'14.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURTHOUSE
 KQ0236'AT AUSTIN, AT THE T JUNCTION OF A GRAVELED ROAD LEADING NORTHWEST TO
 KQ0236'NEW PSS MINE, 300 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A GRAVEL
 KQ0236'PIT, 66.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET
 KQ0236'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A WITNESS
 KQ0236'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KQ0236'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 KQ0236
 KQ0236                          STATION RECOVERY (1985)
 KQ0236
 KQ0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KQ0236'RECOVERED IN GOOD CONDITION.  NEW ROUTE TO BM FOLLOWS.  5.1 KM
 KQ0236'(3.2 MI) WEST ALONG US HIGHWAY 50 FROM THE COUNTY COURTHOUSE AT
 KQ0236'AUSTIN, THENCE 19.42 KM (12.07 MI) SOUTHWEST ALONG STATE HIGHWAY 722.
 KQ0236
 KQ0236                          STATION RECOVERY (2004)
 KQ0236
 KQ0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 KQ0236'5.1 KM WESTERLY ALONG U.S. HIGHWAY 50 FROM THE COUNTY COURT HOUSE IN
 KQ0236'AUSTIN, THENCE  19.6 KM SOUTHWESTERLY ALONG STATE HIGHWAY 722, AT THE
 KQ0236'T-JUNCTION OF A GRAVELED ROAD,  NEAR MILEPOST 29.4, 19.8 M NORTHWEST
 KQ0236'OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 16.2 M  SOUTHWEST OF THE
 KQ0236'CENTER OF THE ROAD, 0.6 M SOUTH OF A WITNESS POST, AND THE MONUMENT
 KQ0236'PROJECTS 0.2 M ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON THE
 KQ0236'HIGHWAY  RIGHT-OF WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1702 ***********************************************************************
 GR1702  DESIGNATION -  N 45
 GR1702  PID         -  GR1702
 GR1702  STATE/COUNTY-  NV/CLARK
 GR1702  USGS QUAD   -  LIME WASH (1983)
 GR1702
 GR1702                         *CURRENT SURVEY CONTROL
 GR1702  ___________________________________________________________________
 GR1702* NAD 83(1994)-  36 15 26.64837(N)    114 22 25.21547(W)     ADJUSTED  
 GR1702* NAVD 88     -       387.6    (meters)    1272.     (feet)  VERTCON   
 GR1702  ___________________________________________________________________
 GR1702  LAPLACE CORR-           7.02  (seconds)                    DEFLEC99
 GR1702  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GR1702
 GR1702  HORZ ORDER  -  THIRD
 GR1702
 GR1702.The horizontal coordinates were established by classical geodetic methods
 GR1702.and adjusted by the National Geodetic Survey in June 1998..
 GR1702
 GR1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1702
 GR1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1702
 GR1702.The geoid height was determined by GEOID03.
 GR1702
 GR1702;                    North         East     Units Scale Factor Converg.
 GR1702;SPC NV E     - 8,167,908.046   308,703.662   MT  1.00004555   +0 42 55.7
 GR1702;SPC NV E     -26,797,544.98  1,012,805.26   sFT  1.00004555   +0 42 55.7
 GR1702;UTM  11      - 4,015,698.377   735,958.230   MT  1.00028605   +1 33 14.3
 GR1702
 GR1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1702!SPC NV E     -   0.99994348  x   1.00004555  =   0.99998902
 GR1702!UTM  11      -   0.99994348  x   1.00028605  =   1.00022951
 GR1702
 GR1702:                Primary Azimuth Mark                     Grid Az
 GR1702:SPC NV E     -  N 42                                     194 36 37.3
 GR1702:UTM  11      -  N 42                                     193 46 18.7
 GR1702
 GR1702|---------------------------------------------------------------------|
 GR1702| PID    Reference Object                     Distance      Geod. Az  |
 GR1702|                                                           dddmmss.s |
 GR1702| GR1699 N 42                                APPROX. 1.7 KM 1951933.0 |
 GR1702|---------------------------------------------------------------------|
 GR1702
 GR1702                          SUPERSEDED SURVEY CONTROL
 GR1702
 GR1702  NAD 83(1994)-  36 15 26.64850(N)    114 22 25.21540(W) AD(       ) 3
 GR1702  NAD 83(1992)-  36 15 26.64842(N)    114 22 25.21543(W) AD(       ) 3
 GR1702  NAD 83(1986)-  36 15 26.63501(N)    114 22 25.20732(W) AD(       ) 3
 GR1702  NGVD 29 (06/27/88)  387.0    (m)         1270.     (f) VERT ANG       
 GR1702
 GR1702.Superseded values are not recommended for survey control.
 GR1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1702.See file dsdata.txt to determine how the superseded data were derived.
 GR1702
 GR1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3595815698(NAD 83)
 GR1702_MARKER: DS = TRIANGULATION STATION DISK
 GR1702_SETTING: 80 = SET IN A BOULDER
 GR1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1702+STABILITY: SURFACE MOTION
 GR1702
 GR1702  HISTORY     - Date     Condition        Report By
 GR1702  HISTORY     - 1948     MONUMENTED       USGS
 GR1702
 GR1702                          STATION DESCRIPTION
 GR1702
 GR1702'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1702'LOCATED ABOUT 1 MI E. OF MIDDLE OF HERON ISLAND.  ON EAST SIDE OF
 GR1702'VIRGIN ARM, ABOUT 500 FT. E. OF HIGH WATER MARK, ABOUT 200 FT. E.
 GR1702'OF END OF LOW, FLAT RIDGE, ABOUT 30 FT. ABOVE HIGH WATER MARK.
 GR1702'
 GR1702'TO REACH NOT GIVEN.
 GR1702'
 GR1702'STATION MARK--STANDARD TABLET STAMPED---N45 1948---, CEMENTED IN
 GR1702'TOP OF BOULDER SET IN PLACE.
 GR1702'
 GR1702'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0340 ***********************************************************************
 KQ0340  DESIGNATION -  N 46
 KQ0340  PID         -  KQ0340
 KQ0340  STATE/COUNTY-  NV/CHURCHILL
 KQ0340  USGS QUAD   -  EASTGATE (1969)
 KQ0340
 KQ0340                         *CURRENT SURVEY CONTROL
 KQ0340  ___________________________________________________________________
 KQ0340* NAD 83(1986)-  39 17 59.     (N)    117 57 17.     (W)     SCALED    
 KQ0340* NAVD 88     -      1458.638  (meters)    4785.55   (feet)  ADJUSTED  
 KQ0340  ___________________________________________________________________
 KQ0340  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 KQ0340  DYNAMIC HT  -        1457.231 (meters)    4780.93  (feet)  COMP
 KQ0340  MODELED GRAV-     979,612.0   (mgal)                       NAVD 88
 KQ0340
 KQ0340  VERT ORDER  -  FIRST     CLASS II
 KQ0340
 KQ0340.The horizontal coordinates were scaled from a topographic map and have
 KQ0340.an estimated accuracy of +/- 6 seconds.
 KQ0340
 KQ0340.The orthometric height was determined by differential leveling
 KQ0340.and adjusted by the National Geodetic Survey in June 1991..
 KQ0340
 KQ0340.The geoid height was determined by GEOID03.
 KQ0340
 KQ0340.The dynamic height is computed by dividing the NAVD 88
 KQ0340.geopotential number by the normal gravity value computed on the
 KQ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0340.degrees latitude (g = 980.6199 gals.).
 KQ0340
 KQ0340.The modeled gravity was interpolated from observed gravity values.
 KQ0340
 KQ0340;                    North         East    Units  Estimated Accuracy
 KQ0340;SPC NV W     - 4,505,060.      854,220.      MT  (+/- 180 meters Scaled)
 KQ0340
 KQ0340                          SUPERSEDED SURVEY CONTROL
 KQ0340
 KQ0340  NGVD 29 (??/??/92) 1457.587  (m)         4782.10   (f) ADJ UNCH    1 2
 KQ0340
 KQ0340.Superseded values are not recommended for survey control.
 KQ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0340.See file dsdata.txt to determine how the superseded data were derived.
 KQ0340
 KQ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD176504(NAD 83)
 KQ0340_MARKER: DB = BENCH MARK DISK
 KQ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0340_STAMPING: N 46 1934
 KQ0340_MARK LOGO: CGS   
 KQ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0340+STABILITY: SURFACE MOTION
 KQ0340
 KQ0340  HISTORY     - Date     Condition        Report By
 KQ0340  HISTORY     - 1934     MONUMENTED       CGS
 KQ0340  HISTORY     - 1967     GOOD             NGS
 KQ0340  HISTORY     - 1984     GOOD             NGS
 KQ0340
 KQ0340                          STATION DESCRIPTION
 KQ0340
 KQ0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KQ0340'4.2 MI W FROM EASTGATE.
 KQ0340'ABOUT 4.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE SERVICE STATION AT
 KQ0340'EASTGATE, IN SECTION 32, T 17 N, R 36 E, 58 FEET SOUTH OF THE CENTER
 KQ0340'LINE OF THE HIGHWAY, 158 FEET EAST OF THE SOUTH BANK OF A SMALL CUT
 KQ0340'FOR THE HIGHWAY, 110 1/2 FEET SOUTHWEST OF THE WEST END OF THE SOUTH
 KQ0340'CONCRETE HEAD WALL OF AN 18-INCH CORRUGATED METAL CULVERT, 2.9 FEET
 KQ0340'NORTH OF A WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 KQ0340'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
 KQ0340
 KQ0340                          STATION RECOVERY (1984)
 KQ0340
 KQ0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KQ0340'RECOVERED IN GOOD CONDITION.  NOTE--US HIGHWAY 50 IS NOW STATE HIGHWAY
 KQ0340'722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1703 ***********************************************************************
 GR1703  DESIGNATION -  N 46
 GR1703  PID         -  GR1703
 GR1703  STATE/COUNTY-  NV/CLARK
 GR1703  USGS QUAD   -  ECHO BAY (1983)
 GR1703
 GR1703                         *CURRENT SURVEY CONTROL
 GR1703  ___________________________________________________________________
 GR1703* NAD 83(1994)-  36 15 43.83482(N)    114 24 29.90167(W)     ADJUSTED  
 GR1703* NAVD 88     -       344.6    (meters)    1131.     (feet)  VERTCON   
 GR1703  ___________________________________________________________________
 GR1703  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 GR1703  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 GR1703
 GR1703  HORZ ORDER  -  THIRD
 GR1703
 GR1703.The horizontal coordinates were established by classical geodetic methods
 GR1703.and adjusted by the National Geodetic Survey in June 1998..
 GR1703
 GR1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1703
 GR1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1703
 GR1703.The geoid height was determined by GEOID03.
 GR1703
 GR1703;                    North         East     Units Scale Factor Converg.
 GR1703;SPC NV E     - 8,168,399.457   305,584.698   MT  1.00003731   +0 41 42.3
 GR1703;SPC NV E     -26,799,157.22  1,002,572.46   sFT  1.00003731   +0 41 42.3
 GR1703;UTM  11      - 4,016,144.196   732,831.672   MT  1.00026799   +1 32 01.1
 GR1703
 GR1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1703!SPC NV E     -   0.99995024  x   1.00003731  =   0.99998755
 GR1703!UTM  11      -   0.99995024  x   1.00026799  =   1.00021821
 GR1703
 GR1703:                Primary Azimuth Mark                     Grid Az
 GR1703:SPC NV E     -  N 41                                     182 17 41.2
 GR1703:UTM  11      -  N 41                                     181 27 22.4
 GR1703
 GR1703|---------------------------------------------------------------------|
 GR1703| PID    Reference Object                     Distance      Geod. Az  |
 GR1703|                                                           dddmmss.s |
 GR1703| GR1698 N 41                                APPROX. 1.5 KM 1825923.5 |
 GR1703|---------------------------------------------------------------------|
 GR1703
 GR1703                          SUPERSEDED SURVEY CONTROL
 GR1703
 GR1703  NAD 83(1994)-  36 15 43.83500(N)    114 24 29.90165(W) AD(       ) 3
 GR1703  NAD 83(1992)-  36 15 43.83490(N)    114 24 29.90167(W) AD(       ) 3
 GR1703  NAD 83(1986)-  36 15 43.82226(N)    114 24 29.89353(W) AD(       ) 3
 GR1703  NGVD 29 (06/27/88)  344.0    (m)         1129.     (f) VERT ANG       
 GR1703
 GR1703.Superseded values are not recommended for survey control.
 GR1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1703.See file dsdata.txt to determine how the superseded data were derived.
 GR1703
 GR1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3283216144(NAD 83)
 GR1703_MARKER: DS = TRIANGULATION STATION DISK
 GR1703_SETTING: 66 = SET IN ROCK OUTCROP
 GR1703_SP_SET: SET IN ROCK OUTCROP
 GR1703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1703+STABILITY: POSITION/ELEVATION WELL
 GR1703
 GR1703  HISTORY     - Date     Condition        Report By
 GR1703  HISTORY     - 1948     MONUMENTED       USGS
 GR1703
 GR1703                          STATION DESCRIPTION
 GR1703
 GR1703'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1703'LOCATED ABOUT 1 MI W. OF MIDDLE OF HERON ISLAND.  ON WEST SIDE OF
 GR1703'VIRGIN ARM, ABOUT 40 FT. W. OF SIGN READING, USBR VIRGIN NARROWS
 GR1703'WATER SAMPLING STATION, ABOUT 15 FT. ABOVE HIGH WATER MARK.
 GR1703'
 GR1703'TO REACH NOT GIVEN.
 GR1703'
 GR1703'STATION MARK--STANDARD TABLET STAMPED---N46 1948---, CEMENTED IN
 GR1703'TOP OF ROCK OUTCROP.
 GR1703'
 GR1703'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0252 ***********************************************************************
 KR0252  DESIGNATION -  N 47
 KR0252  PID         -  KR0252
 KR0252  STATE/COUNTY-  NV/CHURCHILL
 KR0252  USGS QUAD   -  FALLON (1985)
 KR0252
 KR0252                         *CURRENT SURVEY CONTROL
 KR0252  ___________________________________________________________________
 KR0252* NAD 83(1986)-  39 24 58.     (N)    118 45 50.     (W)     SCALED    
 KR0252* NAVD 88     -      1204.499  (meters)    3951.76   (feet)  ADJUSTED  
 KR0252  ___________________________________________________________________
 KR0252  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 KR0252  DYNAMIC HT  -        1203.450 (meters)    3948.32  (feet)  COMP
 KR0252  MODELED GRAV-     979,714.8   (mgal)                       NAVD 88
 KR0252
 KR0252  VERT ORDER  -  FIRST     CLASS II
 KR0252
 KR0252.The horizontal coordinates were scaled from a topographic map and have
 KR0252.an estimated accuracy of +/- 6 seconds.
 KR0252
 KR0252.The orthometric height was determined by differential leveling
 KR0252.and adjusted by the National Geodetic Survey in June 1991..
 KR0252.WARNING-Repeat measurements at this control monument indicate possible
 KR0252.vertical movement.
 KR0252
 KR0252.The geoid height was determined by GEOID03.
 KR0252
 KR0252.The dynamic height is computed by dividing the NAVD 88
 KR0252.geopotential number by the normal gravity value computed on the
 KR0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0252.degrees latitude (g = 980.6199 gals.).
 KR0252
 KR0252.The modeled gravity was interpolated from observed gravity values.
 KR0252
 KR0252;                    North         East    Units  Estimated Accuracy
 KR0252;SPC NV W     - 4,517,810.      784,450.      MT  (+/- 180 meters Scaled)
 KR0252
 KR0252                          SUPERSEDED SURVEY CONTROL
 KR0252
 KR0252  NGVD 29 (??/??/92) 1203.534  (m)         3948.59   (f) ADJ UNCH    1 2
 KR0252
 KR0252.Superseded values are not recommended for survey control.
 KR0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0252.See file dsdata.txt to determine how the superseded data were derived.
 KR0252
 KR0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD481644(NAD 83)
 KR0252_MARKER: DB = BENCH MARK DISK
 KR0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR0252_SP_SET: CULVERT
 KR0252_STAMPING: N 47 1934
 KR0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0252
 KR0252  HISTORY     - Date     Condition        Report By
 KR0252  HISTORY     - 1934     MONUMENTED       CGS
 KR0252  HISTORY     - 1967     GOOD             NGS
 KR0252  HISTORY     - 20060714 GOOD             GEOCAC
 KR0252
 KR0252                          STATION DESCRIPTION
 KR0252
 KR0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KR0252'4.75 MI S FROM FALLON.
 KR0252'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 50, WHICH IS WILLIAMS AVENUE,
 KR0252'FROM THE CITY HALL AT FALLON, THENCE 0.25 MILE SOUTH ALONG SHERMAN
 KR0252'STREET, THENCE 0.2 MILE EAST ALONG STILLWATER AVENUE, THENCE 3.8 MILES
 KR0252'SOUTH ALONG A PAVED ROAD WHICH WAS FORMERLY U.S. HIGHWAY 50 ALTERNATE,
 KR0252'IN SECTION 19, T 18 N, R 29 E, AT THE INTERSECTION OF THE NORTH-SOUTH
 KR0252'ROAD AND AN EAST-WEST PAVED ROAD, 17 FEET WEST OF THE CENTER LINE OF
 KR0252'THE NORTH-SOUTH ROAD, 38 FEET SOUTH OF THE CENTER LINE OF THE
 KR0252'EAST-WEST ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 KR0252'HEAD WALL OF A 3- X 6-FOOT CONCRETE CULVERT UNDER THE NORTH-SOUTH
 KR0252'ROAD, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD.
 KR0252
 KR0252                          STATION RECOVERY (2006)
 KR0252
 KR0252'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 KR0252'NORTH-SOUTH ROAD NOW CALLED HARRIGAN ROAD, EAST-WEST ROAD NOW CALLED
 KR0252'UNION LANE.  OBSERVED GPSR COORDINATES N 39 24 58.62, W 118 45 48.12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1704 ***********************************************************************
 GR1704  DESIGNATION -  N 47
 GR1704  PID         -  GR1704
 GR1704  STATE/COUNTY-  NV/CLARK
 GR1704  USGS QUAD   -  ECHO BAY (1983)
 GR1704
 GR1704                         *CURRENT SURVEY CONTROL
 GR1704  ___________________________________________________________________
 GR1704* NAD 83(1994)-  36 15 57.73613(N)    114 24 08.51780(W)     ADJUSTED  
 GR1704* NAVD 88     -       368.6    (meters)    1209.     (feet)  VERTCON   
 GR1704  ___________________________________________________________________
 GR1704  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 GR1704  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 GR1704
 GR1704  HORZ ORDER  -  THIRD
 GR1704
 GR1704.The horizontal coordinates were established by classical geodetic methods
 GR1704.and adjusted by the National Geodetic Survey in June 1998..
 GR1704
 GR1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1704
 GR1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1704
 GR1704.The geoid height was determined by GEOID03.
 GR1704
 GR1704;                    North         East     Units Scale Factor Converg.
 GR1704;SPC NV E     - 8,168,834.418   306,113.245   MT  1.00003869   +0 41 55.1
 GR1704;SPC NV E     -26,800,584.25  1,004,306.54   sFT  1.00003869   +0 41 55.1
 GR1704;UTM  11      - 4,016,586.948   733,353.917   MT  1.00027099   +1 32 14.2
 GR1704
 GR1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1704!SPC NV E     -   0.99994647  x   1.00003869  =   0.99998516
 GR1704!UTM  11      -   0.99994647  x   1.00027099  =   1.00021745
 GR1704
 GR1704                          SUPERSEDED SURVEY CONTROL
 GR1704
 GR1704  NAD 83(1994)-  36 15 57.73631(N)    114 24 08.51776(W) AD(       ) 3
 GR1704  NAD 83(1992)-  36 15 57.73621(N)    114 24 08.51779(W) AD(       ) 3
 GR1704  NAD 83(1986)-  36 15 57.72349(N)    114 24 08.50948(W) AD(       ) 3
 GR1704  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1704
 GR1704.Superseded values are not recommended for survey control.
 GR1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1704.See file dsdata.txt to determine how the superseded data were derived.
 GR1704
 GR1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3335416587(NAD 83)
 GR1704_MARKER: DS = TRIANGULATION STATION DISK
 GR1704_SETTING: 80 = SET IN A BOULDER
 GR1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1704+STABILITY: SURFACE MOTION
 GR1704
 GR1704  HISTORY     - Date     Condition        Report By
 GR1704  HISTORY     - 1948     MONUMENTED       USGS
 GR1704  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 GR1704
 GR1704                          STATION DESCRIPTION
 GR1704
 GR1704'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1704'NOT OCCUPIED.
 GR1704'
 GR1704'LOCATED ABOUT 0.6 MI W. OF MIDDLE OF HERON ISLAND.  ON
 GR1704'NORTHERNMOST POINT OF RAMSHEAD ISLAND, ABOUT 5 FT. ABOVE HIGH
 GR1704'WATER MARK.
 GR1704'
 GR1704'STATION MARK--STANDARD TABLET STAMPED---N47 1948---, CEMENTED IN
 GR1704'TOP OF BOULDER IN PLACE.
 GR1704
 GR1704                          STATION RECOVERY (1997)
 GR1704
 GR1704'RECOVERY NOTE BY US POWER SQUADRON 1997
 GR1704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0174 ***********************************************************************
 MV0174  DESIGNATION -  N 48
 MV0174  PID         -  MV0174
 MV0174  STATE/COUNTY-  NV/WASHOE
 MV0174  USGS QUAD   -  PAINTED POINT (1966)
 MV0174
 MV0174                         *CURRENT SURVEY CONTROL
 MV0174  ___________________________________________________________________
 MV0174* NAD 83(1986)-  41 34 55.     (N)    119 42 15.     (W)     SCALED    
 MV0174* NAVD 88     -      1726.974  (meters)    5665.91   (feet)  ADJUSTED  
 MV0174  ___________________________________________________________________
 MV0174  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 MV0174  DYNAMIC HT  -        1725.649 (meters)    5661.57  (feet)  COMP
 MV0174  MODELED GRAV-     979,794.3   (mgal)                       NAVD 88
 MV0174
 MV0174  VERT ORDER  -  FIRST     CLASS II
 MV0174
 MV0174.The horizontal coordinates were scaled from a topographic map and have
 MV0174.an estimated accuracy of +/- 6 seconds.
 MV0174
 MV0174.The orthometric height was determined by differential leveling
 MV0174.and adjusted by the National Geodetic Survey in June 1991..
 MV0174
 MV0174.The geoid height was determined by GEOID03.
 MV0174
 MV0174.The dynamic height is computed by dividing the NAVD 88
 MV0174.geopotential number by the normal gravity value computed on the
 MV0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0174.degrees latitude (g = 980.6199 gals.).
 MV0174
 MV0174.The modeled gravity was interpolated from observed gravity values.
 MV0174
 MV0174;                    North         East    Units  Estimated Accuracy
 MV0174;SPC NV W     - 4,758,880.      706,540.      MT  (+/- 180 meters Scaled)
 MV0174
 MV0174                          SUPERSEDED SURVEY CONTROL
 MV0174
 MV0174  NGVD 29 (??/??/92) 1725.756  (m)         5661.92   (f) ADJ UNCH    1 2
 MV0174
 MV0174.Superseded values are not recommended for survey control.
 MV0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0174.See file dsdata.txt to determine how the superseded data were derived.
 MV0174
 MV0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG745068(NAD 83)
 MV0174_MARKER: DB = BENCH MARK DISK
 MV0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0174_STAMPING: N 48 1934
 MV0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0174+STABILITY: SURFACE MOTION
 MV0174
 MV0174  HISTORY     - Date     Condition        Report By
 MV0174  HISTORY     - 1934     MONUMENTED       CGS
 MV0174  HISTORY     - 1941     GOOD             NGS
 MV0174
 MV0174                          STATION DESCRIPTION
 MV0174
 MV0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0174'7.5 MI E FROM VYA.
 MV0174'ABOUT 7.5 MILES EAST ALONG STATE HIGHWAY 8 A FROM THE VYA HIGHWAY
 MV0174'JUNCTION ABOUT 1 MILE SOUTHEAST OF VYA, WASHOE COUNTY, ABOUT 0.3 MILES
 MV0174'WEST OF THE TOP OF A RIDGE, AND 35 FEET NORTH OF THE CENTER LINE OF
 MV0174'THE HIGHWAY.  A STANDARD DISK, STAMPED N 48 1934 AND SET IN THE TOP OF
 MV0174'A CONCRETE POST.
 MV0174
 MV0174                          STATION RECOVERY (1941)
 MV0174
 MV0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MV0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1705 ***********************************************************************
 GR1705  DESIGNATION -  N 48
 GR1705  PID         -  GR1705
 GR1705  STATE/COUNTY-  NV/CLARK
 GR1705  USGS QUAD   -  ECHO BAY (1983)
 GR1705
 GR1705                         *CURRENT SURVEY CONTROL
 GR1705  ___________________________________________________________________
 GR1705* NAD 83(1994)-  36 15 55.05904(N)    114 23 04.85654(W)     ADJUSTED  
 GR1705* NAVD 88     -       387.6    (meters)    1272.     (feet)  VERTCON   
 GR1705  ___________________________________________________________________
 GR1705  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 GR1705  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 GR1705
 GR1705  HORZ ORDER  -  THIRD
 GR1705
 GR1705.The horizontal coordinates were established by classical geodetic methods
 GR1705.and adjusted by the National Geodetic Survey in June 1998..
 GR1705
 GR1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1705
 GR1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1705
 GR1705.The geoid height was determined by GEOID03.
 GR1705
 GR1705;                    North         East     Units Scale Factor Converg.
 GR1705;SPC NV E     - 8,168,771.426   307,703.265   MT  1.00004288   +0 42 32.8
 GR1705;SPC NV E     -26,800,377.59  1,009,523.13   sFT  1.00004288   +0 42 32.8
 GR1705;UTM  11      - 4,016,547.226   734,945.062   MT  1.00028017   +1 32 51.8
 GR1705
 GR1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1705!SPC NV E     -   0.99994348  x   1.00004288  =   0.99998636
 GR1705!UTM  11      -   0.99994348  x   1.00028017  =   1.00022364
 GR1705
 GR1705                          SUPERSEDED SURVEY CONTROL
 GR1705
 GR1705  NAD 83(1994)-  36 15 55.05920(N)    114 23 04.85648(W) AD(       ) 3
 GR1705  NAD 83(1992)-  36 15 55.05911(N)    114 23 04.85651(W) AD(       ) 3
 GR1705  NAD 83(1986)-  36 15 55.04607(N)    114 23 04.84822(W) AD(       ) 3
 GR1705  NGVD 29 (06/27/88)  387.0    (m)         1270.     (f) VERT ANG       
 GR1705
 GR1705.Superseded values are not recommended for survey control.
 GR1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1705.See file dsdata.txt to determine how the superseded data were derived.
 GR1705
 GR1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3494516547(NAD 83)
 GR1705_MARKER: DS = TRIANGULATION STATION DISK
 GR1705_SETTING: 66 = SET IN ROCK OUTCROP
 GR1705_SP_SET: SET IN ROCK OUTCROP
 GR1705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1705+STABILITY: POSITION/ELEVATION WELL
 GR1705
 GR1705  HISTORY     - Date     Condition        Report By
 GR1705  HISTORY     - 1948     MONUMENTED       USGS
 GR1705
 GR1705                          STATION DESCRIPTION
 GR1705
 GR1705'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1705'NOT OCCUPIED.
 GR1705'
 GR1705'LOCATED ABOUT 0.5 MI E. OF MIDDLE OF HERON ISLAND.  ON HIGH WATER
 GR1705'MARK AT EXTREME SOUTH END OF LARGE ISLAND.
 GR1705'
 GR1705'STATION MARK--STANDARD TABLET STAMPED---N48 1948---, CEMENTED IN
 GR1705'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0195 ***********************************************************************
 MV0195  DESIGNATION -  N 49
 MV0195  PID         -  MV0195
 MV0195  STATE/COUNTY-  NV/WASHOE
 MV0195  USGS QUAD   -  ALKALI LAKE (1982)
 MV0195
 MV0195                         *CURRENT SURVEY CONTROL
 MV0195  ___________________________________________________________________
 MV0195* NAD 83(1986)-  41 41 35.     (N)    119 52 07.     (W)     SCALED    
 MV0195* NAVD 88     -      1687.768  (meters)    5537.29   (feet)  POSTED    
 MV0195  ___________________________________________________________________
 MV0195  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 MV0195  DYNAMIC HT  -        1686.490 (meters)    5533.09  (feet)  COMP
 MV0195  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 MV0195
 MV0195  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 MV0195
 MV0195.The horizontal coordinates were scaled from a topographic map and have
 MV0195.an estimated accuracy of +/- 6 seconds.
 MV0195
 MV0195.The orthometric height was determined by differential leveling
 MV0195.and adjusted by the National Geodetic Survey in 1992..
 MV0195.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 MV0195.rate of 4.1 thru 8.0 mm/km.
 MV0195
 MV0195.The geoid height was determined by GEOID03.
 MV0195
 MV0195.The dynamic height is computed by dividing the NAVD 88
 MV0195.geopotential number by the normal gravity value computed on the
 MV0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0195.degrees latitude (g = 980.6199 gals.).
 MV0195
 MV0195.The modeled gravity was interpolated from observed gravity values.
 MV0195
 MV0195;                    North         East    Units  Estimated Accuracy
 MV0195;SPC NV W     - 4,771,410.      693,010.      MT  (+/- 180 meters Scaled)
 MV0195
 MV0195                          SUPERSEDED SURVEY CONTROL
 MV0195
 MV0195  NGVD 29 (??/??/92) 1686.466  (m)         5533.01   (f) ADJ UNCH    2 0
 MV0195
 MV0195.Superseded values are not recommended for survey control.
 MV0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0195.See file dsdata.txt to determine how the superseded data were derived.
 MV0195
 MV0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKG612196(NAD 83)
 MV0195_MARKER: DB = BENCH MARK DISK
 MV0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0195_STAMPING: N 49 1934
 MV0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0195+STABILITY: SURFACE MOTION
 MV0195
 MV0195  HISTORY     - Date     Condition        Report By
 MV0195  HISTORY     - 1934     MONUMENTED       CGS
 MV0195  HISTORY     - 1968     GOOD             NGS
 MV0195
 MV0195                          STATION DESCRIPTION
 MV0195
 MV0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0195'4.0 MI S FROM SEVIER RANCH.
 MV0195'ABOUT 4.0 MILES SOUTH ALONG THE HIGHWAY LEADING TO VYA FROM THE RANCH
 MV0195'HOUSE AT SEVIER RANCH, WASHOE COUNTY, ABOUT 156 FEET SOUTH OF THE
 MV0195'NORTH ONE OF TWO CULVERTS ABOUT 300 FEET APART, AND 36 FEET EAST OF
 MV0195'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 49 1934
 MV0195'AND SET IN THE TOP OF A CONCRETE POST.
 MV0195
 MV0195                          STATION RECOVERY (1968)
 MV0195
 MV0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MV0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1706 ***********************************************************************
 GR1706  DESIGNATION -  N 49
 GR1706  PID         -  GR1706
 GR1706  STATE/COUNTY-  NV/CLARK
 GR1706  USGS QUAD   -  ECHO BAY (1983)
 GR1706
 GR1706                         *CURRENT SURVEY CONTROL
 GR1706  ___________________________________________________________________
 GR1706* NAD 83(1994)-  36 16 15.73665(N)    114 23 33.49630(W)     ADJUSTED  
 GR1706* NAVD 88     -       399.6    (meters)    1311.     (feet)  VERTCON   
 GR1706  ___________________________________________________________________
 GR1706  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 GR1706  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 GR1706
 GR1706  HORZ ORDER  -  THIRD
 GR1706
 GR1706.The horizontal coordinates were established by classical geodetic methods
 GR1706.and adjusted by the National Geodetic Survey in June 1998..
 GR1706
 GR1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1706
 GR1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1706
 GR1706.The geoid height was determined by GEOID03.
 GR1706
 GR1706;                    North         East     Units Scale Factor Converg.
 GR1706;SPC NV E     - 8,169,399.938   306,980.567   MT  1.00004097   +0 42 16.2
 GR1706;SPC NV E     -26,802,439.63  1,007,152.08   sFT  1.00004097   +0 42 16.2
 GR1706;UTM  11      - 4,017,165.238   734,213.069   MT  1.00027594   +1 32 35.6
 GR1706
 GR1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1706!SPC NV E     -   0.99994160  x   1.00004097  =   0.99998257
 GR1706!UTM  11      -   0.99994160  x   1.00027594  =   1.00021753
 GR1706
 GR1706                          SUPERSEDED SURVEY CONTROL
 GR1706
 GR1706  NAD 83(1994)-  36 16 15.73682(N)    114 23 33.49625(W) AD(       ) 3
 GR1706  NAD 83(1992)-  36 16 15.73673(N)    114 23 33.49628(W) AD(       ) 3
 GR1706  NAD 83(1986)-  36 16 15.72381(N)    114 23 33.48764(W) AD(       ) 3
 GR1706  NGVD 29 (06/27/88)  399.0    (m)         1309.     (f) VERT ANG       
 GR1706
 GR1706.Superseded values are not recommended for survey control.
 GR1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1706.See file dsdata.txt to determine how the superseded data were derived.
 GR1706
 GR1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3421317165(NAD 83)
 GR1706_MARKER: DS = TRIANGULATION STATION DISK
 GR1706_SETTING: 66 = SET IN ROCK OUTCROP
 GR1706_SP_SET: SET IN ROCK OUTCROP
 GR1706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1706+STABILITY: POSITION/ELEVATION WELL
 GR1706
 GR1706  HISTORY     - Date     Condition        Report By
 GR1706  HISTORY     - 1948     MONUMENTED       USGS
 GR1706
 GR1706                          STATION DESCRIPTION
 GR1706
 GR1706'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1706'NOT OCCUPIED.
 GR1706'
 GR1706'LOCATED ABOUT 0.5 MI N. OF CENTER OF HERON ISLAND.  AT END OF SPUR
 GR1706'RIDGE AT EXTREME NORTH END OF ISLAND, ABOUT 5 FT. BELOW HIGH
 GR1706'WATER MARK.
 GR1706'
 GR1706'STATION MARK--STANDARD TABLET STAMPED---N49 1948---, CEMENTED IN
 GR1706'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0402 ***********************************************************************
 LQ0402  DESIGNATION -  N 5
 LQ0402  PID         -  LQ0402
 LQ0402  STATE/COUNTY-  NV/ELKO
 LQ0402  USGS QUAD   -  GRINDSTONE MTN (1985)
 LQ0402
 LQ0402                         *CURRENT SURVEY CONTROL
 LQ0402  ___________________________________________________________________
 LQ0402* NAD 83(1986)-  40 43 15.     (N)    115 58 07.     (W)     SCALED    
 LQ0402* NAVD 88     -      1516.819  (meters)    4976.43   (feet)  ADJUSTED  
 LQ0402  ___________________________________________________________________
 LQ0402  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 LQ0402  DYNAMIC HT  -        1515.575 (meters)    4972.35  (feet)  COMP
 LQ0402  MODELED GRAV-     979,751.4   (mgal)                       NAVD 88
 LQ0402
 LQ0402  VERT ORDER  -  FIRST     CLASS II
 LQ0402
 LQ0402.The horizontal coordinates were scaled from a topographic map and have
 LQ0402.an estimated accuracy of +/- 6 seconds.
 LQ0402
 LQ0402.The orthometric height was determined by differential leveling
 LQ0402.and adjusted by the National Geodetic Survey in June 1991..
 LQ0402
 LQ0402.The geoid height was determined by GEOID03.
 LQ0402
 LQ0402.The dynamic height is computed by dividing the NAVD 88
 LQ0402.geopotential number by the normal gravity value computed on the
 LQ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0402.degrees latitude (g = 980.6199 gals.).
 LQ0402
 LQ0402.The modeled gravity was interpolated from observed gravity values.
 LQ0402
 LQ0402;                    North         East    Units  Estimated Accuracy
 LQ0402;SPC NV E     - 8,662,720.      167,450.      MT  (+/- 180 meters Scaled)
 LQ0402
 LQ0402                          SUPERSEDED SURVEY CONTROL
 LQ0402
 LQ0402  NGVD 29 (??/??/92) 1515.715  (m)         4972.81   (f) ADJ UNCH    1 2
 LQ0402
 LQ0402.Superseded values are not recommended for survey control.
 LQ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0402.See file dsdata.txt to determine how the superseded data were derived.
 LQ0402
 LQ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF871082(NAD 83)
 LQ0402_MARKER: DB = BENCH MARK DISK
 LQ0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0402_SP_SET: ABUTMENT
 LQ0402_STAMPING: N 5 4972.808
 LQ0402_MARK LOGO: CGS   
 LQ0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LQ0402
 LQ0402  HISTORY     - Date     Condition        Report By
 LQ0402  HISTORY     - UNK      MONUMENTED       CGS
 LQ0402  HISTORY     - 1953     GOOD             NGS
 LQ0402  HISTORY     - 1959     GOOD             NGS
 LQ0402  HISTORY     - 1984     POOR             NGS
 LQ0402
 LQ0402                          STATION DESCRIPTION
 LQ0402
 LQ0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0402'8.0 MI E FROM CARLIN.
 LQ0402'8.0 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LQ0402'STATION AT CARLIN, AT STEEL BRIDGE 542.45-24 OVER HUMBOLDT RIVER, IN
 LQ0402'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT, 4.0
 LQ0402'FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 1/2 FOOT LOWER THAN
 LQ0402'THE TOP OF THE RAIL.
 LQ0402
 LQ0402                          STATION RECOVERY (1959)
 LQ0402
 LQ0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LQ0402'RECOVERED IN GOOD CONDITION.
 LQ0402
 LQ0402                          STATION RECOVERY (1984)
 LQ0402
 LQ0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0402'RECOVERED IN POOR CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 LQ0402'NEW DESCRIPTION FOLLOWS.  11.35 KM (7.1 MI) NORTHEAST ALONG OLD US
 LQ0402'HIGHWAY 40 FROM THE HIGH SCHOOL AT CARLIN, THENCE 3.9 KM (2.4 MI)
 LQ0402'NORTHEAST ALONG INTERSTATE 80, THENCE 0.15 KM (0.1 MI) SOUTHEAST
 LQ0402'ACROSS COUNTRY, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT
 LQ0402'FOR THE SOUTHERN PACIFIC RAILROAD BRIDGE 542.45 OVER THE HUMBOLDT
 LQ0402'RIVER, 1.2 METERS (4 FT) NORTHWEST OF THE NORTHWEST RAIL.  NOTE--TOP
 LQ0402'OF THE ABUTMENT MARK IS SET IN HAS BROKEN UP AWAY FROM THE MAIN
 LQ0402'STRUCTURE.
 LQ0402'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1707 ***********************************************************************
 GR1707  DESIGNATION -  N 5
 GR1707  PID         -  GR1707
 GR1707  STATE/COUNTY-  NV/CLARK
 GR1707  USGS QUAD   -  BOULDER BEACH (1970)
 GR1707
 GR1707                         *CURRENT SURVEY CONTROL
 GR1707  ___________________________________________________________________
 GR1707* NAD 83(1994)-  36 06 44.44895(N)    114 50 24.13018(W)     ADJUSTED  
 GR1707* NAVD 88     -       372.7    (meters)    1223.     (feet)  VERTCON   
 GR1707  ___________________________________________________________________
 GR1707  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 GR1707  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GR1707
 GR1707  HORZ ORDER  -  THIRD
 GR1707
 GR1707.The horizontal coordinates were established by classical geodetic methods
 GR1707.and adjusted by the National Geodetic Survey in June 1998..
 GR1707
 GR1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1707
 GR1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1707
 GR1707.The geoid height was determined by GEOID03.
 GR1707
 GR1707;                    North         East     Units Scale Factor Converg.
 GR1707;SPC NV E     - 8,151,391.075   266,917.115   MT  0.99995516   +0 26 17.1
 GR1707;SPC NV E     -26,743,355.55    875,710.57   sFT  0.99995516   +0 26 17.1
 GR1707;UTM  11      - 3,998,569.820   694,410.096   MT  1.00006572   +1 16 24.3
 GR1707
 GR1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1707!SPC NV E     -   0.99994593  x   0.99995516  =   0.99990109
 GR1707!UTM  11      -   0.99994593  x   1.00006572  =   1.00001164
 GR1707
 GR1707:                Primary Azimuth Mark                     Grid Az
 GR1707:SPC NV E     -  N 5 A                                    281 54 29.1
 GR1707:UTM  11      -  N 5 A                                    281 04 21.9
 GR1707
 GR1707|---------------------------------------------------------------------|
 GR1707| PID    Reference Object                     Distance      Geod. Az  |
 GR1707|                                                           dddmmss.s |
 GR1707| GR1722 N 5 A                               APPROX. 1.8 KM 2822046.2 |
 GR1707|---------------------------------------------------------------------|
 GR1707
 GR1707                          SUPERSEDED SURVEY CONTROL
 GR1707
 GR1707  NAD 83(1994)-  36 06 44.44918(N)    114 50 24.13072(W) AD(       ) 3
 GR1707  NAD 83(1992)-  36 06 44.44914(N)    114 50 24.13082(W) AD(       ) 3
 GR1707  NAD 83(1992)-  36 06 44.44898(N)    114 50 24.13050(W) AD(       ) 3
 GR1707  NAD 83(1986)-  36 06 44.43728(N)    114 50 24.11481(W) AD(       ) 3
 GR1707  NGVD 29 (06/27/88)  372.0    (m)         1220.     (f) VERT ANG       
 GR1707
 GR1707.Superseded values are not recommended for survey control.
 GR1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1707.See file dsdata.txt to determine how the superseded data were derived.
 GR1707
 GR1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9441098570(NAD 83)
 GR1707_MARKER: DS = TRIANGULATION STATION DISK
 GR1707_SETTING: 80 = SET IN A BOULDER
 GR1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1707+STABILITY: SURFACE MOTION
 GR1707
 GR1707  HISTORY     - Date     Condition        Report By
 GR1707  HISTORY     - 1947     MONUMENTED       USGS
 GR1707
 GR1707                          STATION DESCRIPTION
 GR1707
 GR1707'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1707'LOCATED ABOUT 9 MI NW. OF HOOVER DAM, ABOUT 1.7 MI E. OF LAS
 GR1707'VEGAS WASH SWIMMING BEACH.  ON SOUTH SIDE OF LAS VEGAS WASH, ABOUT
 GR1707'315 FT. S. OF HIGH WATER MARK AT NORTH END OF RIDGE, ABOUT 6 FT.
 GR1707'ABOVE HIGH WATER MARK.  AT THIS LAKE LEVEL (1174 FT.) THERE ARE
 GR1707'TWO SMALL ISLANDS ABOUT 200 FT. OFF NORTH END OF THIS POINT.  ROCK
 GR1707'CAIRN IS 10 FT. N. OF STATION.
 GR1707'
 GR1707'TO REACH NOT GIVEN.
 GR1707'
 GR1707'STATION MARK--STANDARD TABLET STAMPED---N5 1947---, CEMENTED IN TOP
 GR1707'OF BOULDER SET IN GROUND.
 GR1707'
 GR1707'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1722 ***********************************************************************
 GR1722  DESIGNATION -  N 5 A
 GR1722  PID         -  GR1722
 GR1722  STATE/COUNTY-  NV/CLARK
 GR1722  USGS QUAD   -  BOULDER BEACH (1970)
 GR1722
 GR1722                         *CURRENT SURVEY CONTROL
 GR1722  ___________________________________________________________________
 GR1722* NAD 83(1994)-  36 06 57.15063(N)    114 51 35.68430(W)     ADJUSTED  
 GR1722* NAVD 88     -       391.7    (meters)    1285.     (feet)  VERTCON   
 GR1722  ___________________________________________________________________
 GR1722  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 GR1722  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 GR1722
 GR1722  HORZ ORDER  -  THIRD
 GR1722
 GR1722.The horizontal coordinates were established by classical geodetic methods
 GR1722.and adjusted by the National Geodetic Survey in June 1998..
 GR1722
 GR1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1722
 GR1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1722
 GR1722.The geoid height was determined by GEOID03.
 GR1722
 GR1722;                    North         East     Units Scale Factor Converg.
 GR1722;SPC NV E     - 8,151,769.044   265,124.774   MT  0.99995224   +0 25 35.1
 GR1722;SPC NV E     -26,744,595.61    869,830.20   sFT  0.99995224   +0 25 35.1
 GR1722;UTM  11      - 3,998,921.656   692,612.242   MT  1.00005714   +1 15 42.5
 GR1722
 GR1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1722!SPC NV E     -   0.99994294  x   0.99995224  =   0.99989519
 GR1722!UTM  11      -   0.99994294  x   1.00005714  =   1.00000008
 GR1722
 GR1722:                Primary Azimuth Mark                     Grid Az
 GR1722:SPC NV E     -  N 5 B                                    005 17 16.6
 GR1722:UTM  11      -  N 5 B                                    004 27 09.2
 GR1722
 GR1722|---------------------------------------------------------------------|
 GR1722| PID    Reference Object                     Distance      Geod. Az  |
 GR1722|                                                           dddmmss.s |
 GR1722| GR1723 N 5 B                               APPROX. 1.0 KM 0054251.7 |
 GR1722|---------------------------------------------------------------------|
 GR1722
 GR1722                          SUPERSEDED SURVEY CONTROL
 GR1722
 GR1722  NAD 83(1994)-  36 06 57.15094(N)    114 51 35.68488(W) AD(       ) 3
 GR1722  NAD 83(1992)-  36 06 57.15092(N)    114 51 35.68496(W) AD(       ) 3
 GR1722  NAD 83(1992)-  36 06 57.15067(N)    114 51 35.68471(W) AD(       ) 3
 GR1722  NAD 83(1986)-  36 06 57.13928(N)    114 51 35.66866(W) AD(       ) 3
 GR1722  NGVD 29 (06/27/88)  391.0    (m)         1283.     (f) VERT ANG       
 GR1722
 GR1722.Superseded values are not recommended for survey control.
 GR1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1722.See file dsdata.txt to determine how the superseded data were derived.
 GR1722
 GR1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9261298922(NAD 83)
 GR1722_MARKER: DS = TRIANGULATION STATION DISK
 GR1722_SETTING: 80 = SET IN A BOULDER
 GR1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1722+STABILITY: SURFACE MOTION
 GR1722
 GR1722  HISTORY     - Date     Condition        Report By
 GR1722  HISTORY     - 1947     MONUMENTED       USGS
 GR1722
 GR1722                          STATION DESCRIPTION
 GR1722
 GR1722'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1722'LOCATED ABOUT 9.8 MI NW. OF HOOVER DAM, ABOUT 0.8 MI E. OF LAS
 GR1722'VEGAS WASH SWIMMING BEACH, ON LONG, LOW RIDGE, ABOUT 75 FT. S. OF
 GR1722'NORTH END OF RIDGE WHERE IT DROPS OFF ABRUPTLY TOWARD LAKE, ABOUT
 GR1722'60 FT. ABOVE HIGH WATER MARK.  AT THIS LAKE LEVEL (1174 FT.)
 GR1722'THERE IS CASTLE ROCK ISLAND ABOUT 1200 FT. N. OF STATION.
 GR1722'
 GR1722'TO REACH NOT GIVEN.
 GR1722'
 GR1722'STATION MARK--STANDARD TABLET STAMPED---N5 1947---, CEMENTED IN TOP
 GR1722'OF ROCK IN PLACE.
 GR1722'
 GR1722'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1723 ***********************************************************************
 GR1723  DESIGNATION -  N 5 B
 GR1723  PID         -  GR1723
 GR1723  STATE/COUNTY-  NV/CLARK
 GR1723  USGS QUAD   -  GOVERNMENT WASH (1970)
 GR1723
 GR1723                         *CURRENT SURVEY CONTROL
 GR1723  ___________________________________________________________________
 GR1723* NAD 83(1994)-  36 07 30.89999(N)    114 51 31.52154(W)     ADJUSTED  
 GR1723* NAVD 88     -       377.7    (meters)    1239.     (feet)  VERTCON   
 GR1723  ___________________________________________________________________
 GR1723  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GR1723  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GR1723
 GR1723  HORZ ORDER  -  THIRD
 GR1723
 GR1723.The horizontal coordinates were established by classical geodetic methods
 GR1723.and adjusted by the National Geodetic Survey in June 1998..
 GR1723
 GR1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1723
 GR1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1723
 GR1723.The geoid height was determined by GEOID03.
 GR1723
 GR1723;                    North         East     Units Scale Factor Converg.
 GR1723;SPC NV E     - 8,152,809.982   265,221.117   MT  0.99995240   +0 25 37.9
 GR1723;SPC NV E     -26,748,010.75    870,146.28   sFT  0.99995240   +0 25 37.9
 GR1723;UTM  11      - 3,999,963.998   692,693.405   MT  1.00005753   +1 15 46.0
 GR1723
 GR1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1723!SPC NV E     -   0.99994514  x   0.99995240  =   0.99989754
 GR1723!UTM  11      -   0.99994514  x   1.00005753  =   1.00000266
 GR1723
 GR1723:                Primary Azimuth Mark                     Grid Az
 GR1723:SPC NV E     -  N 5 A                                    185 17 16.2
 GR1723:UTM  11      -  N 5 A                                    184 27 08.1
 GR1723
 GR1723|---------------------------------------------------------------------|
 GR1723| PID    Reference Object                     Distance      Geod. Az  |
 GR1723|                                                           dddmmss.s |
 GR1723| GR1722 N 5 A                               APPROX. 1.0 KM 1854254.1 |
 GR1723|---------------------------------------------------------------------|
 GR1723
 GR1723                          SUPERSEDED SURVEY CONTROL
 GR1723
 GR1723  NAD 83(1994)-  36 07 30.90034(N)    114 51 31.52208(W) AD(       ) 3
 GR1723  NAD 83(1992)-  36 07 30.90032(N)    114 51 31.52214(W) AD(       ) 3
 GR1723  NAD 83(1992)-  36 07 30.90007(N)    114 51 31.52197(W) AD(       ) 3
 GR1723  NAD 83(1986)-  36 07 30.88852(N)    114 51 31.50566(W) AD(       ) 3
 GR1723  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GR1723
 GR1723.Superseded values are not recommended for survey control.
 GR1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1723.See file dsdata.txt to determine how the superseded data were derived.
 GR1723
 GR1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9269399964(NAD 83)
 GR1723_MARKER: DS = TRIANGULATION STATION DISK
 GR1723_SETTING: 80 = SET IN A BOULDER
 GR1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1723+STABILITY: SURFACE MOTION
 GR1723
 GR1723  HISTORY     - Date     Condition        Report By
 GR1723  HISTORY     - 1947     MONUMENTED       USGS
 GR1723
 GR1723                          STATION DESCRIPTION
 GR1723
 GR1723'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1723'LOCATED ABOUT 10.4 MI NW. OF HOOVER DAM, ABOUT 0.5 MI NE. OF LAS
 GR1723'VEGAS WASH SWIMMING BEACH.  ON SOUTH END OF LONG, NARROW RIDGE
 GR1723'WHICH SEPARATES LAS VEGAS WASH FROM GYPSUM WASH, ABOUT 120 FT.
 GR1723'FROM HIGH WATER MARK AT END OF RIDGE, ABOUT 20 FT. ABOVE HIGH
 GR1723'WATER MARK.
 GR1723'
 GR1723'TO REACH NOT GIVEN.
 GR1723'
 GR1723'STATION MARK--STANDARD TABLET STAMPED---N5B 1947---, CEMENTED IN
 GR1723'TOP OF BOULDER IN PLACE.
 GR1723'
 GR1723'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0043 ***********************************************************************
 GR0043  DESIGNATION -  N 50
 GR0043  PID         -  GR0043
 GR0043  STATE/COUNTY-  NV/CLARK
 GR0043  USGS QUAD   -  OVERTON (1983)
 GR0043
 GR0043                         *CURRENT SURVEY CONTROL
 GR0043  ___________________________________________________________________
 GR0043* NAD 83(1986)-  36 34 28.     (N)    114 28 35.     (W)     SCALED    
 GR0043* NAVD 88     -       407.124  (meters)    1335.71   (feet)  POSTED    
 GR0043  ___________________________________________________________________
 GR0043  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 GR0043  DYNAMIC HT  -         406.730 (meters)    1334.41  (feet)  COMP
 GR0043  MODELED GRAV-     979,655.1   (mgal)                       NAVD 88
 GR0043
 GR0043  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0043
 GR0043.The horizontal coordinates were scaled from a topographic map and have
 GR0043.an estimated accuracy of +/- 6 seconds.
 GR0043
 GR0043.The orthometric height was determined by differential leveling
 GR0043.and adjusted by the National Geodetic Survey in 1992..
 GR0043.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0043.rate of 1.1 thru 2.0 mm/km.
 GR0043
 GR0043.The geoid height was determined by GEOID03.
 GR0043
 GR0043.The dynamic height is computed by dividing the NAVD 88
 GR0043.geopotential number by the normal gravity value computed on the
 GR0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0043.degrees latitude (g = 980.6199 gals.).
 GR0043
 GR0043.The modeled gravity was interpolated from observed gravity values.
 GR0043
 GR0043;                    North         East    Units  Estimated Accuracy
 GR0043;SPC NV E     - 8,202,980.      299,070.      MT  (+/- 180 meters Scaled)
 GR0043
 GR0043                          SUPERSEDED SURVEY CONTROL
 GR0043
 GR0043  NGVD 29 (??/??/92)  406.464  (m)         1333.54   (f) ADJ UNCH    1 1
 GR0043
 GR0043.Superseded values are not recommended for survey control.
 GR0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0043.See file dsdata.txt to determine how the superseded data were derived.
 GR0043
 GR0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA258506(NAD 83)
 GR0043_MARKER: DB = BENCH MARK DISK
 GR0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR0043_STAMPING: N 50 1934
 GR0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0043+STABILITY: SURFACE MOTION
 GR0043
 GR0043  HISTORY     - Date     Condition        Report By
 GR0043  HISTORY     - 1934     MONUMENTED       CGS
 GR0043  HISTORY     - 1949     GOOD             NGS
 GR0043  HISTORY     - 1979     MARK NOT FOUND   USGS
 GR0043
 GR0043                          STATION DESCRIPTION
 GR0043
 GR0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GR0043'1.8 MI SE FROM LOGANDALE.
 GR0043'1.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR0043'AT LOGANDALE, 2.8 MILES NORTHWEST OF OVERTON, ABOUT 0.8 MILE NORTHWEST
 GR0043'OF VIRGIN SIDING, 29 1/2 FEET NORTHEAST OF AND ACROSS THE TRACK FROM
 GR0043'MILEPOLE 12, 24 FEET NORTH OF THE CENTER OF A WOODEN DERAILING
 GR0043'PLATFORM FOR HAND CARS, 14.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 3.0
 GR0043'FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET
 GR0043'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 GR0043
 GR0043                          STATION RECOVERY (1979)
 GR0043
 GR0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GR0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1708 ***********************************************************************
 GR1708  DESIGNATION -  N 50
 GR1708  PID         -  GR1708
 GR1708  STATE/COUNTY-  NV/CLARK
 GR1708  USGS QUAD   -  ECHO BAY (1983)
 GR1708
 GR1708                         *CURRENT SURVEY CONTROL
 GR1708  ___________________________________________________________________
 GR1708* NAD 83(1994)-  36 16 38.71810(N)    114 24 31.36960(W)     ADJUSTED  
 GR1708* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1708  ___________________________________________________________________
 GR1708  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 GR1708  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 GR1708
 GR1708  HORZ ORDER  -  THIRD
 GR1708
 GR1708.The horizontal coordinates were established by classical geodetic methods
 GR1708.and adjusted by the National Geodetic Survey in June 1998..
 GR1708
 GR1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1708
 GR1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1708
 GR1708.The geoid height was determined by GEOID03.
 GR1708
 GR1708;                    North         East     Units Scale Factor Converg.
 GR1708;SPC NV E     - 8,170,090.636   305,527.537   MT  1.00003717   +0 41 42.3
 GR1708;SPC NV E     -26,804,705.69  1,002,384.93   sFT  1.00003717   +0 41 42.3
 GR1708;UTM  11      - 4,017,834.747   732,749.744   MT  1.00026751   +1 32 02.2
 GR1708
 GR1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1708!SPC NV E     -   0.99994694  x   1.00003717  =   0.99998411
 GR1708!UTM  11      -   0.99994694  x   1.00026751  =   1.00021444
 GR1708
 GR1708:                Primary Azimuth Mark                     Grid Az
 GR1708:SPC NV E     -  N 55                                     345 47 24.4
 GR1708:UTM  11      -  N 55                                     344 57 04.5
 GR1708
 GR1708|---------------------------------------------------------------------|
 GR1708| PID    Reference Object                     Distance      Geod. Az  |
 GR1708|                                                           dddmmss.s |
 GR1708| GR1714 N 55                                APPROX. 1.8 KM 3462906.7 |
 GR1708|---------------------------------------------------------------------|
 GR1708
 GR1708                          SUPERSEDED SURVEY CONTROL
 GR1708
 GR1708  NAD 83(1994)-  36 16 38.71831(N)    114 24 31.36955(W) AD(       ) 3
 GR1708  NAD 83(1992)-  36 16 38.71821(N)    114 24 31.36959(W) AD(       ) 3
 GR1708  NAD 83(1986)-  36 16 38.70578(N)    114 24 31.36091(W) AD(       ) 3
 GR1708  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1708
 GR1708.Superseded values are not recommended for survey control.
 GR1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1708.See file dsdata.txt to determine how the superseded data were derived.
 GR1708
 GR1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3275017835(NAD 83)
 GR1708_MARKER: DS = TRIANGULATION STATION DISK
 GR1708_SETTING: 80 = SET IN A BOULDER
 GR1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1708+STABILITY: SURFACE MOTION
 GR1708
 GR1708  HISTORY     - Date     Condition        Report By
 GR1708  HISTORY     - 1948     MONUMENTED       USGS
 GR1708
 GR1708                          STATION DESCRIPTION
 GR1708
 GR1708'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1708'LOCATED ABOUT 1.2 MI NW. OF MIDDLE OF HERON ISLAND.  ON WEST SIDE
 GR1708'OF VIRGIN ARM, ABOUT 80 FT. E. OF SMALL TOP AT END OF PROMINENT
 GR1708'RIDGE, ABOUT 50 FT. W. OF HIGH WATER MARK AT EAST END OF RIDGE,
 GR1708'ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1708'
 GR1708'TO REACH NOT GIVEN.
 GR1708'
 GR1708'STATION MARK--STANDARD TABLET STAMPED---N50 1948---, CEMENTED IN
 GR1708'TOP OF BOULDER IN PLACE.
 GR1708'
 GR1708'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1709 ***********************************************************************
 GR1709  DESIGNATION -  N 51
 GR1709  PID         -  GR1709
 GR1709  STATE/COUNTY-  NV/CLARK
 GR1709  USGS QUAD   -  ECHO BAY (1983)
 GR1709
 GR1709                         *CURRENT SURVEY CONTROL
 GR1709  ___________________________________________________________________
 GR1709* NAD 83(1994)-  36 16 45.56716(N)    114 22 58.41290(W)     ADJUSTED  
 GR1709* NAVD 88     -       404.6    (meters)    1327.     (feet)  VERTCON   
 GR1709  ___________________________________________________________________
 GR1709  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 GR1709  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GR1709
 GR1709  HORZ ORDER  -  THIRD
 GR1709
 GR1709.The horizontal coordinates were established by classical geodetic methods
 GR1709.and adjusted by the National Geodetic Survey in June 1998..
 GR1709
 GR1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1709
 GR1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1709
 GR1709.The geoid height was determined by GEOID03.
 GR1709
 GR1709;                    North         East     Units Scale Factor Converg.
 GR1709;SPC NV E     - 8,170,330.195   307,844.801   MT  1.00004326   +0 42 37.4
 GR1709;SPC NV E     -26,805,491.65  1,009,987.48   sFT  1.00004326   +0 42 37.4
 GR1709;UTM  11      - 4,018,108.270   735,063.793   MT  1.00028085   +1 32 57.5
 GR1709
 GR1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1709!SPC NV E     -   0.99994081  x   1.00004326  =   0.99998407
 GR1709!UTM  11      -   0.99994081  x   1.00028085  =   1.00022165
 GR1709
 GR1709:                Primary Azimuth Mark                     Grid Az
 GR1709:SPC NV E     -  N 44                                     210 29 29.9
 GR1709:UTM  11      -  N 44                                     209 39 09.8
 GR1709
 GR1709|---------------------------------------------------------------------|
 GR1709| PID    Reference Object                     Distance      Geod. Az  |
 GR1709|                                                           dddmmss.s |
 GR1709| GR1701 N 44                                APPROX. 1.7 KM 2111207.3 |
 GR1709|---------------------------------------------------------------------|
 GR1709
 GR1709                          SUPERSEDED SURVEY CONTROL
 GR1709
 GR1709  NAD 83(1994)-  36 16 45.56734(N)    114 22 58.41281(W) AD(       ) 3
 GR1709  NAD 83(1992)-  36 16 45.56725(N)    114 22 58.41285(W) AD(       ) 3
 GR1709  NAD 83(1986)-  36 16 45.55412(N)    114 22 58.40373(W) AD(       ) 3
 GR1709  NGVD 29 (06/27/88)  404.0    (m)         1325.     (f) VERT ANG       
 GR1709
 GR1709.Superseded values are not recommended for survey control.
 GR1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1709.See file dsdata.txt to determine how the superseded data were derived.
 GR1709
 GR1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3506418108(NAD 83)
 GR1709_MARKER: DS = TRIANGULATION STATION DISK
 GR1709_SETTING: 80 = SET IN A BOULDER
 GR1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1709+STABILITY: SURFACE MOTION
 GR1709
 GR1709  HISTORY     - Date     Condition        Report By
 GR1709  HISTORY     - 1948     MONUMENTED       USGS
 GR1709
 GR1709                          STATION DESCRIPTION
 GR1709
 GR1709'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1709'LOCATED ABOUT 1.1 MI NE. OF MIDDLE OF HERON ISLAND.  ON EAST SIDE
 GR1709'OF VIRGIN ARM, ON HIGHEST POINT OF LAST MAJOR TOP (NEAREST LAKE)
 GR1709'OF PROMINENT RIDGE, ABOUT 120 FT. ABOVE HIGH WATER MARK.
 GR1709'
 GR1709'TO REACH NOT GIVEN.
 GR1709'
 GR1709'STATION MARK--STANDARD TABLET STAMPED---N51 1948---, CEMENTED IN
 GR1709'TOP OF BOULDER IN PLACE.
 GR1709'
 GR1709'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1710 ***********************************************************************
 GR1710  DESIGNATION -  N 51 A
 GR1710  PID         -  GR1710
 GR1710  STATE/COUNTY-  NV/CLARK
 GR1710  USGS QUAD   -  ECHO BAY (1983)
 GR1710
 GR1710                         *CURRENT SURVEY CONTROL
 GR1710  ___________________________________________________________________
 GR1710* NAD 83(1994)-  36 16 41.68626(N)    114 23 02.76854(W)     ADJUSTED  
 GR1710* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1710  ___________________________________________________________________
 GR1710  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 GR1710  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GR1710
 GR1710  HORZ ORDER  -  THIRD
 GR1710
 GR1710.The horizontal coordinates were established by classical geodetic methods
 GR1710.and adjusted by the National Geodetic Survey in June 1998..
 GR1710
 GR1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1710
 GR1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1710
 GR1710.The geoid height was determined by GEOID03.
 GR1710
 GR1710;                    North         East     Units Scale Factor Converg.
 GR1710;SPC NV E     - 8,170,209.229   307,737.583   MT  1.00004297   +0 42 34.8
 GR1710;SPC NV E     -26,805,094.78  1,009,635.72   sFT  1.00004297   +0 42 34.8
 GR1710;UTM  11      - 4,017,985.719   734,958.333   MT  1.00028024   +1 32 54.8
 GR1710
 GR1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1710!SPC NV E     -   0.99994693  x   1.00004297  =   0.99998990
 GR1710!UTM  11      -   0.99994693  x   1.00028024  =   1.00022716
 GR1710
 GR1710                          SUPERSEDED SURVEY CONTROL
 GR1710
 GR1710  NAD 83(1994)-  36 16 41.68643(N)    114 23 02.76846(W) AD(       ) 3
 GR1710  NAD 83(1992)-  36 16 41.68634(N)    114 23 02.76850(W) AD(       ) 3
 GR1710  NAD 83(1986)-  36 16 41.67330(N)    114 23 02.75953(W) AD(       ) 3
 GR1710  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1710
 GR1710.Superseded values are not recommended for survey control.
 GR1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1710.See file dsdata.txt to determine how the superseded data were derived.
 GR1710
 GR1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3495817986(NAD 83)
 GR1710_MARKER: DS = TRIANGULATION STATION DISK
 GR1710_SETTING: 80 = SET IN A BOULDER
 GR1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1710+STABILITY: SURFACE MOTION
 GR1710
 GR1710  HISTORY     - Date     Condition        Report By
 GR1710  HISTORY     - 1948     MONUMENTED       USGS
 GR1710
 GR1710                          STATION DESCRIPTION
 GR1710
 GR1710'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1710'NOT OCCUPIED.
 GR1710'
 GR1710'LOCATED ABOUT 1.1 MI NE. OF MIDDLE OF HERON ISLAND.  ON EAST SIDE
 GR1710'OF VIRGIN ARM, ON WEST END OF LARGE, PROMINENT POINT WHERE THERE
 GR1710'IS SHEER CLIFF, ABOUT 15 FT. ABOVE HIGH WATER MARK.
 GR1710'
 GR1710'STATION MARK--STANDARD TABLET STAMPED---N51A 1948---, CEMENTED IN
 GR1710'TOP OF LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0539 ***********************************************************************
 MT0539  DESIGNATION -  N 52
 MT0539  PID         -  MT0539
 MT0539  STATE/COUNTY-  NV/ELKO
 MT0539  USGS QUAD   -  DINNER STATION (1971)
 MT0539
 MT0539                         *CURRENT SURVEY CONTROL
 MT0539  ___________________________________________________________________
 MT0539* NAD 83(1986)-  41 05 56.     (N)    115 51 58.     (W)     SCALED    
 MT0539* NAVD 88     -      1816.372  (meters)    5959.21   (feet)  ADJUSTED  
 MT0539  ___________________________________________________________________
 MT0539  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 MT0539  DYNAMIC HT  -        1814.804 (meters)    5954.07  (feet)  COMP
 MT0539  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 MT0539
 MT0539  VERT ORDER  -  FIRST     CLASS II
 MT0539
 MT0539.The horizontal coordinates were scaled from a topographic map and have
 MT0539.an estimated accuracy of +/- 6 seconds.
 MT0539
 MT0539.The orthometric height was determined by differential leveling
 MT0539.and adjusted by the National Geodetic Survey in June 1991..
 MT0539
 MT0539.The geoid height was determined by GEOID03.
 MT0539
 MT0539.The dynamic height is computed by dividing the NAVD 88
 MT0539.geopotential number by the normal gravity value computed on the
 MT0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0539.degrees latitude (g = 980.6199 gals.).
 MT0539
 MT0539.The modeled gravity was interpolated from observed gravity values.
 MT0539
 MT0539;                    North         East    Units  Estimated Accuracy
 MT0539;SPC NV E     - 8,704,670.      176,250.      MT  (+/- 180 meters Scaled)
 MT0539
 MT0539                          SUPERSEDED SURVEY CONTROL
 MT0539
 MT0539  NGVD 29 (??/??/92) 1815.143  (m)         5955.18   (f) ADJ UNCH    1 2
 MT0539
 MT0539.Superseded values are not recommended for survey control.
 MT0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0539.See file dsdata.txt to determine how the superseded data were derived.
 MT0539
 MT0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF952503(NAD 83)
 MT0539_MARKER: DB = BENCH MARK DISK
 MT0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0539_SP_SET: CONCRETE POST
 MT0539_STAMPING: N 52 1934
 MT0539_MARK LOGO: CGS   
 MT0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 MT0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0539+STABILITY: SURFACE MOTION
 MT0539
 MT0539  HISTORY     - Date     Condition        Report By
 MT0539  HISTORY     - 1934     MONUMENTED       CGS
 MT0539  HISTORY     - 1971     GOOD             USGS
 MT0539  HISTORY     - 19840601 GOOD             NGS
 MT0539
 MT0539                          STATION DESCRIPTION
 MT0539
 MT0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MT0539'21.4 MI NW FROM ELKO.
 MT0539'21.4 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE COUNTY COURTHOUSE
 MT0539'AT ELKO, ELKO COUNTY, AT PARKS RANCH STATION, 2 FEET EAST OF THE
 MT0539'SOUTHEAST CORNER OF THE STONE SALOON BUILDING, AND 33 FEET WEST OF THE
 MT0539'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 52 1934 AND SET
 MT0539'IN THE TOP OF A CONCRETE POST.
 MT0539
 MT0539                          STATION RECOVERY (1971)
 MT0539
 MT0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MT0539'RECOVERED IN GOOD CONDITION.
 MT0539
 MT0539                          STATION RECOVERY (1984)
 MT0539
 MT0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MT0539'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 36.5 KM (22.75
 MT0539'MI) NORTH ALONG STATE HIGHWAY 225 FROM THE JUNCTION OF INTERSTATE 80
 MT0539'AT ELKO, 0.3 KM (0.2 MI) NORTH OF MILEPOST 50, 10.7 M (35 FT) WEST OF
 MT0539'THE HIGHWAY CENTERLINE AND 0.6 M (2 FT) EAST OF THE SOUTHEAST CORNER
 MT0539'OF A STONE HOUSE.  A DISK SET INTO THE TOP OF A CONCRETE POST
 MT0539'PROJECTING 10 CM. ABOUT LEVEL WITH THE HIGHWAY.  0.0 M NORTH FROM A
 MT0539'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1711 ***********************************************************************
 GR1711  DESIGNATION -  N 52
 GR1711  PID         -  GR1711
 GR1711  STATE/COUNTY-  NV/CLARK
 GR1711  USGS QUAD   -  ECHO BAY (1983)
 GR1711
 GR1711                         *CURRENT SURVEY CONTROL
 GR1711  ___________________________________________________________________
 GR1711* NAD 83(1994)-  36 16 59.99129(N)    114 24 04.49220(W)     ADJUSTED  
 GR1711* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1711  ___________________________________________________________________
 GR1711  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 GR1711  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GR1711
 GR1711  HORZ ORDER  -  THIRD
 GR1711
 GR1711.The horizontal coordinates were established by classical geodetic methods
 GR1711.and adjusted by the National Geodetic Survey in June 1998..
 GR1711
 GR1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1711
 GR1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1711
 GR1711.The geoid height was determined by GEOID03.
 GR1711
 GR1711;                    North         East     Units Scale Factor Converg.
 GR1711;SPC NV E     - 8,170,754.489   306,190.299   MT  1.00003889   +0 41 58.6
 GR1711;SPC NV E     -26,806,883.69  1,004,559.34   sFT  1.00003889   +0 41 58.6
 GR1711;UTM  11      - 4,018,508.388   733,402.865   MT  1.00027126   +1 32 18.9
 GR1711
 GR1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1711!SPC NV E     -   0.99994694  x   1.00003889  =   0.99998583
 GR1711!UTM  11      -   0.99994694  x   1.00027126  =   1.00021819
 GR1711
 GR1711                          SUPERSEDED SURVEY CONTROL
 GR1711
 GR1711  NAD 83(1994)-  36 16 59.99150(N)    114 24 04.49213(W) AD(       ) 3
 GR1711  NAD 83(1992)-  36 16 59.99139(N)    114 24 04.49218(W) AD(       ) 3
 GR1711  NAD 83(1986)-  36 16 59.97885(N)    114 24 04.48318(W) AD(       ) 3
 GR1711  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1711
 GR1711.Superseded values are not recommended for survey control.
 GR1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1711.See file dsdata.txt to determine how the superseded data were derived.
 GR1711
 GR1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3340318508(NAD 83)
 GR1711_MARKER: DS = TRIANGULATION STATION DISK
 GR1711_SETTING: 66 = SET IN ROCK OUTCROP
 GR1711_SP_SET: SET IN ROCK OUTCROP
 GR1711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1711+STABILITY: POSITION/ELEVATION WELL
 GR1711
 GR1711  HISTORY     - Date     Condition        Report By
 GR1711  HISTORY     - 1948     MONUMENTED       USGS
 GR1711
 GR1711                          STATION DESCRIPTION
 GR1711
 GR1711'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1711'NOT OCCUPIED.
 GR1711'
 GR1711'LOCATED ABOUT 1.6 MI NW. OF MIDDLE OF HERON ISLAND.  ON SOUTHWEST
 GR1711'END OF RIDGE AT SOUTH END OF BIG HORN ISLAND, ABOUT 5 FT. BELOW
 GR1711'HIGH WATER MARK.
 GR1711'
 GR1711'STATION MARK--STANDARD TABLET STAMPED---N52 1948---, CEMENTED IN
 GR1711'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0006 ***********************************************************************
 MU0006  DESIGNATION -  N 53
 MU0006  PID         -  MU0006
 MU0006  STATE/COUNTY-  NV/ELKO
 MU0006  USGS QUAD   -  DEEP CREEK (1987)
 MU0006
 MU0006                         *CURRENT SURVEY CONTROL
 MU0006  ___________________________________________________________________
 MU0006* NAD 83(1986)-  41 35 08.     (N)    116 12 54.     (W)     SCALED    
 MU0006* NAVD 88     -      1795.795  (meters)    5891.70   (feet)  ADJUSTED  
 MU0006  ___________________________________________________________________
 MU0006  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 MU0006  DYNAMIC HT  -        1794.359 (meters)    5886.99  (feet)  COMP
 MU0006  MODELED GRAV-     979,759.7   (mgal)                       NAVD 88
 MU0006
 MU0006  VERT ORDER  -  FIRST     CLASS II
 MU0006
 MU0006.The horizontal coordinates were scaled from a topographic map and have
 MU0006.an estimated accuracy of +/- 6 seconds.
 MU0006
 MU0006.The orthometric height was determined by differential leveling
 MU0006.and adjusted by the National Geodetic Survey in June 1991..
 MU0006
 MU0006.The geoid height was determined by GEOID03.
 MU0006
 MU0006.The dynamic height is computed by dividing the NAVD 88
 MU0006.geopotential number by the normal gravity value computed on the
 MU0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0006.degrees latitude (g = 980.6199 gals.).
 MU0006
 MU0006.The modeled gravity was interpolated from observed gravity values.
 MU0006
 MU0006;                    North         East    Units  Estimated Accuracy
 MU0006;SPC NV E     - 8,758,860.      147,330.      MT  (+/- 180 meters Scaled)
 MU0006
 MU0006                          SUPERSEDED SURVEY CONTROL
 MU0006
 MU0006.No superseded survey control is available for this station.
 MU0006
 MU0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG654040(NAD 83)
 MU0006_MARKER: DB = BENCH MARK DISK
 MU0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0006_SP_SET: CONCRETE POST
 MU0006_STAMPING: N 53 1934
 MU0006_MARK LOGO: CGS   
 MU0006_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0006+STABILITY: SURFACE MOTION
 MU0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0006+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 MU0006
 MU0006  HISTORY     - Date     Condition        Report By
 MU0006  HISTORY     - 1934     MONUMENTED       CGS
 MU0006  HISTORY     - 1963     GOOD             NGS
 MU0006  HISTORY     - 19840601 GOOD             NGS
 MU0006  HISTORY     - 20011019 GOOD             NVGS
 MU0006
 MU0006                          STATION DESCRIPTION
 MU0006
 MU0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MU0006'12.9 MI E FROM I L RANCH.
 MU0006'12.7 MILES EAST ALONG A COUNTY ROAD FROM THE I. L. RANCH HEADQUARTERS,
 MU0006'THENCE 0.2 MILE NORTH ALONG STATE HIGHWAY 11, 1.2 MILES NORTH OF B
 MU0006'393, 76 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT EAST OF
 MU0006'A FENCE, 1.0 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 MU0006'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MU0006'ABOVE THE GROUND.
 MU0006
 MU0006                          STATION RECOVERY (1984)
 MU0006
 MU0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 MU0006'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 0.7 KM (0.45
 MU0006'MI) SOUTH ALONG STATE HIGHWAY 225 FROM THE SCHOOL AT OWYHEE, THENCE
 MU0006'51.2 KM (32.0 MI) SOUTH ALONG STATE HIGHWAY 11, 0.3 KM (0.25 MI) NORTH
 MU0006'OF A GRAVEL ROAD LEADING WEST TO THE IL RANCH, 23.1 M (76 FT) WEST OF
 MU0006'THE HIGHWAY CENTERLINE AND 0.3 M (1 FT) EAST OF THE RIGHT OF WAY
 MU0006'FENCE.  A DISK SET INTO THE TOP OF A CONCRETE POST PROJECTING 10 CM.
 MU0006'0.3 M BELOW THE HIGHWAY.  0.3 M NORTH FROM A WITNESS POST.
 MU0006
 MU0006                          STATION RECOVERY (2001)
 MU0006
 MU0006'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 MU0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1712 ***********************************************************************
 GR1712  DESIGNATION -  N 53
 GR1712  PID         -  GR1712
 GR1712  STATE/COUNTY-  NV/CLARK
 GR1712  USGS QUAD   -  ECHO BAY (1983)
 GR1712
 GR1712                         *CURRENT SURVEY CONTROL
 GR1712  ___________________________________________________________________
 GR1712* NAD 83(1994)-  36 17 22.51635(N)    114 23 40.92857(W)     ADJUSTED  
 GR1712* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1712  ___________________________________________________________________
 GR1712  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 GR1712  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 GR1712
 GR1712  HORZ ORDER  -  THIRD
 GR1712
 GR1712.The horizontal coordinates were established by classical geodetic methods
 GR1712.and adjusted by the National Geodetic Survey in June 1998..
 GR1712
 GR1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1712
 GR1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1712
 GR1712.The geoid height was determined by GEOID03.
 GR1712
 GR1712;                    North         East     Units Scale Factor Converg.
 GR1712;SPC NV E     - 8,171,455.964   306,769.796   MT  1.00004041   +0 42 12.9
 GR1712;SPC NV E     -26,809,185.11  1,006,460.57   sFT  1.00004041   +0 42 12.9
 GR1712;UTM  11      - 4,019,218.439   733,972.162   MT  1.00027454   +1 32 33.7
 GR1712
 GR1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1712!SPC NV E     -   0.99994694  x   1.00004041  =   0.99998735
 GR1712!UTM  11      -   0.99994694  x   1.00027454  =   1.00022146
 GR1712
 GR1712                          SUPERSEDED SURVEY CONTROL
 GR1712
 GR1712  NAD 83(1994)-  36 17 22.51655(N)    114 23 40.92848(W) AD(       ) 3
 GR1712  NAD 83(1992)-  36 17 22.51646(N)    114 23 40.92855(W) AD(       ) 3
 GR1712  NAD 83(1986)-  36 17 22.50387(N)    114 23 40.91924(W) AD(       ) 3
 GR1712  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1712
 GR1712.Superseded values are not recommended for survey control.
 GR1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1712.See file dsdata.txt to determine how the superseded data were derived.
 GR1712
 GR1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3397219218(NAD 83)
 GR1712_MARKER: DS = TRIANGULATION STATION DISK
 GR1712_SETTING: 66 = SET IN ROCK OUTCROP
 GR1712_SP_SET: SET IN ROCK OUTCROP
 GR1712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1712+STABILITY: POSITION/ELEVATION WELL
 GR1712
 GR1712  HISTORY     - Date     Condition        Report By
 GR1712  HISTORY     - 1948     MONUMENTED       USGS
 GR1712
 GR1712                          STATION DESCRIPTION
 GR1712
 GR1712'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1712'NOT OCCUPIED.
 GR1712'
 GR1712'LOCATED ABOUT 1.6 MI N. OF MIDDLE OF HERON ISLAND.  ON SMALL,
 GR1712'STEEP RIDGE ON EAST SIDE OF BIG HORN ISLAND, ABOUT 20 FT. ABOVE
 GR1712'HIGH WATER MARK.
 GR1712'
 GR1712'STATION MARK--STANDARD TABLET STAMPED---N53 1948---, CEMENTED IN
 GR1712'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1713 ***********************************************************************
 GR1713  DESIGNATION -  N 54
 GR1713  PID         -  GR1713
 GR1713  STATE/COUNTY-  NV/CLARK
 GR1713  USGS QUAD   -  ECHO BAY (1983)
 GR1713
 GR1713                         *CURRENT SURVEY CONTROL
 GR1713  ___________________________________________________________________
 GR1713* NAD 83(1994)-  36 17 34.92327(N)    114 23 59.84084(W)     ADJUSTED  
 GR1713* NAVD 88     -       390.6    (meters)    1281.     (feet)  VERTCON   
 GR1713  ___________________________________________________________________
 GR1713  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 GR1713  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GR1713
 GR1713  HORZ ORDER  -  THIRD
 GR1713
 GR1713.The horizontal coordinates were established by classical geodetic methods
 GR1713.and adjusted by the National Geodetic Survey in June 1998..
 GR1713
 GR1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1713
 GR1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1713
 GR1713.The geoid height was determined by GEOID03.
 GR1713
 GR1713;                    North         East     Units Scale Factor Converg.
 GR1713;SPC NV E     - 8,171,832.592   306,293.209   MT  1.00003916   +0 42 01.9
 GR1713;SPC NV E     -26,810,420.76  1,004,896.97   sFT  1.00003916   +0 42 01.9
 GR1713;UTM  11      - 4,019,588.133   733,489.997   MT  1.00027176   +1 32 22.9
 GR1713
 GR1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1713!SPC NV E     -   0.99994302  x   1.00003916  =   0.99998217
 GR1713!UTM  11      -   0.99994302  x   1.00027176  =   1.00021476
 GR1713
 GR1713                          SUPERSEDED SURVEY CONTROL
 GR1713
 GR1713  NAD 83(1994)-  36 17 34.92348(N)    114 23 59.84074(W) AD(       ) 3
 GR1713  NAD 83(1992)-  36 17 34.92338(N)    114 23 59.84081(W) AD(       ) 3
 GR1713  NAD 83(1986)-  36 17 34.91102(N)    114 23 59.83137(W) AD(       ) 3
 GR1713  NGVD 29 (06/27/88)  390.0    (m)         1280.     (f) VERT ANG       
 GR1713
 GR1713.Superseded values are not recommended for survey control.
 GR1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1713.See file dsdata.txt to determine how the superseded data were derived.
 GR1713
 GR1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3349019588(NAD 83)
 GR1713_MARKER: DS = TRIANGULATION STATION DISK
 GR1713_SETTING: 80 = SET IN A BOULDER
 GR1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1713+STABILITY: SURFACE MOTION
 GR1713
 GR1713  HISTORY     - Date     Condition        Report By
 GR1713  HISTORY     - 1948     MONUMENTED       USGS
 GR1713
 GR1713                          STATION DESCRIPTION
 GR1713
 GR1713'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1713'NOT OCCUPIED.
 GR1713'
 GR1713'LOCATED ABOUT 2 MI N. OF MIDDLE OF HERON ISLAND.  ON SMALL, SPUR
 GR1713'RIDGE AT NORTH END OF BIG HORN ISLAND, ABOUT 10 FT. ABOVE HIGH
 GR1713'WATER MARK.
 GR1713'
 GR1713'STATION MARK--STANDARD TABLET STAMPED---N54 1948---, CEMENTED IN
 GR1713'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1714 ***********************************************************************
 GR1714  DESIGNATION -  N 55
 GR1714  PID         -  GR1714
 GR1714  STATE/COUNTY-  NV/CLARK
 GR1714  USGS QUAD   -  ECHO BAY (1983)
 GR1714
 GR1714                         *CURRENT SURVEY CONTROL
 GR1714  ___________________________________________________________________
 GR1714* NAD 83(1994)-  36 17 36.84446(N)    114 24 48.62771(W)     ADJUSTED  
 GR1714* NAVD 88     -       562.6    (meters)    1846.     (feet)  VERTCON   
 GR1714  ___________________________________________________________________
 GR1714  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 GR1714  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 GR1714
 GR1714  HORZ ORDER  -  THIRD
 GR1714
 GR1714.The horizontal coordinates were established by classical geodetic methods
 GR1714.and adjusted by the National Geodetic Survey in June 1998..
 GR1714
 GR1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1714
 GR1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1714
 GR1714.The geoid height was determined by GEOID03.
 GR1714
 GR1714;                    North         East     Units Scale Factor Converg.
 GR1714;SPC NV E     - 8,171,877.009   305,075.183   MT  1.00003599   +0 41 33.0
 GR1714;SPC NV E     -26,810,566.49  1,000,900.83   sFT  1.00003599   +0 41 33.0
 GR1714;UTM  11      - 4,019,614.712   732,271.171   MT  1.00026477   +1 31 54.1
 GR1714
 GR1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1714!SPC NV E     -   0.99991603  x   1.00003599  =   0.99995202
 GR1714!UTM  11      -   0.99991603  x   1.00026477  =   1.00018078
 GR1714
 GR1714:                Primary Azimuth Mark                     Grid Az
 GR1714:SPC NV E     -  N 58                                     018 30 00.2
 GR1714:UTM  11      -  N 58                                     017 39 39.1
 GR1714
 GR1714|---------------------------------------------------------------------|
 GR1714| PID    Reference Object                     Distance      Geod. Az  |
 GR1714|                                                           dddmmss.s |
 GR1714| GR1720 N 58                                APPROX. 1.9 KM 0191133.2 |
 GR1714|---------------------------------------------------------------------|
 GR1714
 GR1714                          SUPERSEDED SURVEY CONTROL
 GR1714
 GR1714  NAD 83(1994)-  36 17 36.84470(N)    114 24 48.62763(W) AD(       ) 3
 GR1714  NAD 83(1992)-  36 17 36.84458(N)    114 24 48.62769(W) AD(       ) 3
 GR1714  NAD 83(1986)-  36 17 36.83258(N)    114 24 48.61831(W) AD(       ) 3
 GR1714  NGVD 29 (06/27/88)  562.0    (m)         1844.     (f) VERT ANG       
 GR1714
 GR1714.Superseded values are not recommended for survey control.
 GR1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1714.See file dsdata.txt to determine how the superseded data were derived.
 GR1714
 GR1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3227119615(NAD 83)
 GR1714_MARKER: DS = TRIANGULATION STATION DISK
 GR1714_SETTING: 80 = SET IN A BOULDER
 GR1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1714+STABILITY: SURFACE MOTION
 GR1714
 GR1714  HISTORY     - Date     Condition        Report By
 GR1714  HISTORY     - 1948     MONUMENTED       USGS
 GR1714
 GR1714                          STATION DESCRIPTION
 GR1714
 GR1714'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1714'LOCATED ABOUT 2.3 MI NW. OF MIDDLE OF HERON ISLAND.  ON WEST SIDE
 GR1714'OF VIRGIN ARM, ABOUT 40 FT. E. OF HIGHEST POINT OF JCT. OF THREE
 GR1714'MAJOR SPUR RIDGES, ABOUT 500 FT. ABOVE HIGH WATER MARK.
 GR1714'
 GR1714'TO REACH NOT GIVEN.
 GR1714'
 GR1714'STATION MARK--STANDARD TABLET STAMPED---N55 1948---, CEMENTED IN
 GR1714'TOP OF BOULDER IN PLACE.
 GR1714'
 GR1714'RMS--NONE SET.
 GR1714'
 GR1714'NOTE--FAIRCHILD STATION DESIGNATED AS V26, 100.23 FT. NNW. OF
 GR1714'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1715 ***********************************************************************
 GR1715  DESIGNATION -  N 55 A
 GR1715  PID         -  GR1715
 GR1715  STATE/COUNTY-  NV/CLARK
 GR1715  USGS QUAD   -  ECHO BAY (1983)
 GR1715
 GR1715                         *CURRENT SURVEY CONTROL
 GR1715  ___________________________________________________________________
 GR1715* NAD 83(1994)-  36 18 08.64698(N)    114 25 00.93368(W)     ADJUSTED  
 GR1715* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1715  ___________________________________________________________________
 GR1715  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 GR1715  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 GR1715
 GR1715  HORZ ORDER  -  THIRD
 GR1715
 GR1715.The horizontal coordinates were established by classical geodetic methods
 GR1715.and adjusted by the National Geodetic Survey in June 1998..
 GR1715
 GR1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1715
 GR1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1715
 GR1715.The geoid height was determined by GEOID03.
 GR1715
 GR1715;                    North         East     Units Scale Factor Converg.
 GR1715;SPC NV E     - 8,172,853.530   304,756.318   MT  1.00003517   +0 41 26.3
 GR1715;SPC NV E     -26,813,770.29    999,854.69   sFT  1.00003517   +0 41 26.3
 GR1715;UTM  11      - 4,020,586.680   731,937.959   MT  1.00026286   +1 31 47.9
 GR1715
 GR1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1715!SPC NV E     -   0.99994694  x   1.00003517  =   0.99998211
 GR1715!UTM  11      -   0.99994694  x   1.00026286  =   1.00020979
 GR1715
 GR1715                          SUPERSEDED SURVEY CONTROL
 GR1715
 GR1715  NAD 83(1994)-  36 18 08.64723(N)    114 25 00.93359(W) AD(       ) 3
 GR1715  NAD 83(1992)-  36 18 08.64712(N)    114 25 00.93369(W) AD(       ) 3
 GR1715  NAD 83(1986)-  36 18 08.63548(N)    114 25 00.92405(W) AD(       ) 3
 GR1715  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1715
 GR1715.Superseded values are not recommended for survey control.
 GR1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1715.See file dsdata.txt to determine how the superseded data were derived.
 GR1715
 GR1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3193820587(NAD 83)
 GR1715_MARKER: DS = TRIANGULATION STATION DISK
 GR1715_SETTING: 80 = SET IN A BOULDER
 GR1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1715+STABILITY: SURFACE MOTION
 GR1715
 GR1715  HISTORY     - Date     Condition        Report By
 GR1715  HISTORY     - 1948     MONUMENTED       USGS
 GR1715
 GR1715                          STATION DESCRIPTION
 GR1715
 GR1715'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1715'NOT OCCUPIED.
 GR1715'
 GR1715'LOCATED ABOUT 2.7 MI NW. OF MIDDLE OF HERON ISLAND.  ON PROMINENT
 GR1715'POINT WHICH IS ON SOUTH SIDE OF ENTRANCE TO ECHO WASH, ABOUT 30
 GR1715'FT. ABOVE HIGH WATER MARK.
 GR1715'
 GR1715'STATION MARK--STANDARD TABLET STAMPED---N55A 1948---, CEMENTED IN
 GR1715'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1716 ***********************************************************************
 GR1716  DESIGNATION -  N 56
 GR1716  PID         -  GR1716
 GR1716  STATE/COUNTY-  NV/CLARK
 GR1716  USGS QUAD   -  ECHO BAY (1983)
 GR1716
 GR1716                         *CURRENT SURVEY CONTROL
 GR1716  ___________________________________________________________________
 GR1716* NAD 83(1994)-  36 17 26.97187(N)    114 23 52.91985(W)     ADJUSTED  
 GR1716* NAVD 88     -       431.6    (meters)    1416.     (feet)  VERTCON   
 GR1716  ___________________________________________________________________
 GR1716  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 GR1716  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 GR1716
 GR1716  HORZ ORDER  -  THIRD
 GR1716
 GR1716.The horizontal coordinates were established by classical geodetic methods
 GR1716.and adjusted by the National Geodetic Survey in June 1998..
 GR1716
 GR1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1716
 GR1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1716
 GR1716.The geoid height was determined by GEOID03.
 GR1716
 GR1716;                    North         East     Units Scale Factor Converg.
 GR1716;SPC NV E     - 8,171,589.624   306,468.900   MT  1.00003962   +0 42 05.9
 GR1716;SPC NV E     -26,809,623.62  1,005,473.38   sFT  1.00003962   +0 42 05.9
 GR1716;UTM  11      - 4,019,347.709   733,669.269   MT  1.00027280   +1 32 26.7
 GR1716
 GR1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1716!SPC NV E     -   0.99993658  x   1.00003962  =   0.99997620
 GR1716!UTM  11      -   0.99993658  x   1.00027280  =   1.00020936
 GR1716
 GR1716:                Primary Azimuth Mark                     Grid Az
 GR1716:SPC NV E     -  N 50                                     212 07 43.1
 GR1716:UTM  11      -  N 50                                     211 17 22.3
 GR1716
 GR1716|---------------------------------------------------------------------|
 GR1716| PID    Reference Object                     Distance      Geod. Az  |
 GR1716|                                                           dddmmss.s |
 GR1716| GR1708 N 50                                APPROX. 1.8 KM 2124949.0 |
 GR1716|---------------------------------------------------------------------|
 GR1716
 GR1716                          SUPERSEDED SURVEY CONTROL
 GR1716
 GR1716  NAD 83(1994)-  36 17 26.97208(N)    114 23 52.91976(W) AD(       ) 3
 GR1716  NAD 83(1992)-  36 17 26.97198(N)    114 23 52.91982(W) AD(       ) 3
 GR1716  NAD 83(1986)-  36 17 26.95947(N)    114 23 52.91036(W) AD(       ) 3
 GR1716  NGVD 29 (06/27/88)  431.0    (m)         1414.     (f) VERT ANG       
 GR1716
 GR1716.Superseded values are not recommended for survey control.
 GR1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1716.See file dsdata.txt to determine how the superseded data were derived.
 GR1716
 GR1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3366919348(NAD 83)
 GR1716_MARKER: DS = TRIANGULATION STATION DISK
 GR1716_SETTING: 80 = SET IN A BOULDER
 GR1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1716+STABILITY: SURFACE MOTION
 GR1716
 GR1716  HISTORY     - Date     Condition        Report By
 GR1716  HISTORY     - 1948     MONUMENTED       USGS
 GR1716
 GR1716                          STATION DESCRIPTION
 GR1716
 GR1716'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1716'LOCATED ABOUT 1.6 MI N. OF HERON ISLAND.  ON HIGHEST POINT OF BIG
 GR1716'HORN ISLAND.
 GR1716'
 GR1716'TO REACH NOT GIVEN.
 GR1716'
 GR1716'STATION MARK--STANDARD TABLET STAMPED---N56 1948---, CEMENTED IN
 GR1716'TOP OF BOULDER IN PLACE.
 GR1716'
 GR1716'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1717 ***********************************************************************
 GR1717  DESIGNATION -  N 57
 GR1717  PID         -  GR1717
 GR1717  STATE/COUNTY-  NV/CLARK
 GR1717  USGS QUAD   -  LIME WASH (1983)
 GR1717
 GR1717                         *CURRENT SURVEY CONTROL
 GR1717  ___________________________________________________________________
 GR1717* NAD 83(1994)-  36 18 48.20949(N)    114 22 20.91237(W)     ADJUSTED  
 GR1717* NAVD 88     -       370.6    (meters)    1216.     (feet)  VERTCON   
 GR1717  ___________________________________________________________________
 GR1717  LAPLACE CORR-           7.04  (seconds)                    DEFLEC99
 GR1717  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GR1717
 GR1717  HORZ ORDER  -  THIRD
 GR1717
 GR1717.The horizontal coordinates were established by classical geodetic methods
 GR1717.and adjusted by the National Geodetic Survey in June 1998..
 GR1717
 GR1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1717
 GR1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1717
 GR1717.The geoid height was determined by GEOID03.
 GR1717
 GR1717;                    North         East     Units Scale Factor Converg.
 GR1717;SPC NV E     - 8,174,121.989   308,733.368   MT  1.00004563   +0 43 01.7
 GR1717;SPC NV E     -26,817,931.89  1,012,902.72   sFT  1.00004563   +0 43 01.7
 GR1717;UTM  11      - 4,021,913.581   735,896.924   MT  1.00028568   +1 33 24.3
 GR1717
 GR1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1717!SPC NV E     -   0.99994614  x   1.00004563  =   0.99999177
 GR1717!UTM  11      -   0.99994614  x   1.00028568  =   1.00023181
 GR1717
 GR1717:                Primary Azimuth Mark                     Grid Az
 GR1717:SPC NV E     -  N 57 B                                   185 51 01.9
 GR1717:UTM  11      -  N 57 B                                   185 00 39.3
 GR1717
 GR1717|---------------------------------------------------------------------|
 GR1717| PID    Reference Object                     Distance      Geod. Az  |
 GR1717|                                                           dddmmss.s |
 GR1717| GR1719 N 57 B                              APPROX. 2.1 KM 1863403.6 |
 GR1717|---------------------------------------------------------------------|
 GR1717
 GR1717                          SUPERSEDED SURVEY CONTROL
 GR1717
 GR1717  NAD 83(1994)-  36 18 48.20968(N)    114 22 20.91220(W) AD(       ) 3
 GR1717  NAD 83(1992)-  36 18 48.20962(N)    114 22 20.91229(W) AD(       ) 3
 GR1717  NAD 83(1986)-  36 18 48.19676(N)    114 22 20.90134(W) AD(       ) 3
 GR1717  NGVD 29 (06/27/88)  370.0    (m)         1214.     (f) VERT ANG       
 GR1717
 GR1717.Superseded values are not recommended for survey control.
 GR1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1717.See file dsdata.txt to determine how the superseded data were derived.
 GR1717
 GR1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3589721914(NAD 83)
 GR1717_MARKER: DS = TRIANGULATION STATION DISK
 GR1717_SETTING: 80 = SET IN A BOULDER
 GR1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1717+STABILITY: SURFACE MOTION
 GR1717
 GR1717  HISTORY     - Date     Condition        Report By
 GR1717  HISTORY     - 1948     MONUMENTED       USGS
 GR1717
 GR1717                          STATION DESCRIPTION
 GR1717
 GR1717'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1717'LOCATED ABOUT 3.6 MI N. OF MIDDLE OF HERON ISLAND.  ON EAST SIDE
 GR1717'OF VIRGIN ARM, ON LOW, BROAD RIDGE ABOUT 200 FT. N. OF NORTH SIDE
 GR1717'OF PROMINENT DRAIN, ABOUT 10 FT. SE. OF HIGH WATER MARK, ABOUT
 GR1717'LEVEL WITH HIGH WATER MARK.
 GR1717'
 GR1717'TO REACH NOT GIVEN.
 GR1717'
 GR1717'STATION MARK--STANDARD TABLET STAMPED---N57 1948---, CEMENTED IN
 GR1717'TOP OF BOULDER IN PLACE.
 GR1717'
 GR1717'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1718 ***********************************************************************
 GR1718  DESIGNATION -  N 57 A
 GR1718  PID         -  GR1718
 GR1718  STATE/COUNTY-  NV/CLARK
 GR1718  USGS QUAD   -  ECHO BAY (1983)
 GR1718
 GR1718                         *CURRENT SURVEY CONTROL
 GR1718  ___________________________________________________________________
 GR1718* NAD 83(1994)-  36 17 35.22664(N)    114 22 42.54591(W)     ADJUSTED  
 GR1718* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1718  ___________________________________________________________________
 GR1718  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 GR1718  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 GR1718
 GR1718  HORZ ORDER  -  THIRD
 GR1718
 GR1718.The horizontal coordinates were established by classical geodetic methods
 GR1718.and adjusted by the National Geodetic Survey in June 1998..
 GR1718
 GR1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1718
 GR1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1718
 GR1718.The geoid height was determined by GEOID03.
 GR1718
 GR1718;                    North         East     Units Scale Factor Converg.
 GR1718;SPC NV E     - 8,171,865.738   308,221.726   MT  1.00004426   +0 42 47.7
 GR1718;SPC NV E     -26,810,529.51  1,011,224.11   sFT  1.00004426   +0 42 47.7
 GR1718;UTM  11      - 4,019,649.535   735,418.276   MT  1.00028291   +1 33 08.8
 GR1718
 GR1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1718!SPC NV E     -   0.99994693  x   1.00004426  =   0.99999119
 GR1718!UTM  11      -   0.99994693  x   1.00028291  =   1.00022983
 GR1718
 GR1718                          SUPERSEDED SURVEY CONTROL
 GR1718
 GR1718  NAD 83(1994)-  36 17 35.22681(N)    114 22 42.54580(W) AD(       ) 3
 GR1718  NAD 83(1992)-  36 17 35.22674(N)    114 22 42.54586(W) AD(       ) 3
 GR1718  NAD 83(1986)-  36 17 35.21371(N)    114 22 42.53608(W) AD(       ) 3
 GR1718  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1718
 GR1718.Superseded values are not recommended for survey control.
 GR1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1718.See file dsdata.txt to determine how the superseded data were derived.
 GR1718
 GR1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3541819650(NAD 83)
 GR1718_MARKER: DS = TRIANGULATION STATION DISK
 GR1718_SETTING: 80 = SET IN A BOULDER
 GR1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1718+STABILITY: SURFACE MOTION
 GR1718
 GR1718  HISTORY     - Date     Condition        Report By
 GR1718  HISTORY     - 1948     MONUMENTED       USGS
 GR1718
 GR1718                          STATION DESCRIPTION
 GR1718
 GR1718'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1718'NOT OCCUPIED.
 GR1718'
 GR1718'LOCATED ABOUT 2.2 MI N. OF MIDDLE OF HERON ISLAND.  ON EAST SIDE
 GR1718'OF VIRGIN ARM, ON SOUTHWEST END OF HIGH, PROMINENT RIDGE, ABOUT
 GR1718'10 FT. ABOVE HIGH WATER MARK.
 GR1718'
 GR1718'STATION MARK--STANDARD TABLET STAMPED---N57A 1948---, CEMENTED IN
 GR1718'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1719 ***********************************************************************
 GR1719  DESIGNATION -  N 57 B
 GR1719  PID         -  GR1719
 GR1719  STATE/COUNTY-  NV/CLARK
 GR1719  USGS QUAD   -  LIME WASH (1983)
 GR1719
 GR1719                         *CURRENT SURVEY CONTROL
 GR1719  ___________________________________________________________________
 GR1719* NAD 83(1994)-  36 17 39.04591(N)    114 22 30.74903(W)     ADJUSTED  
 GR1719* NAVD 88     -       416.6    (meters)    1367.     (feet)  VERTCON   
 GR1719  ___________________________________________________________________
 GR1719  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 GR1719  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 GR1719
 GR1719  HORZ ORDER  -  THIRD
 GR1719
 GR1719.The horizontal coordinates were established by classical geodetic methods
 GR1719.and adjusted by the National Geodetic Survey in June 1998..
 GR1719
 GR1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1719
 GR1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1719
 GR1719.The geoid height was determined by GEOID03.
 GR1719
 GR1719;                    North         East     Units Scale Factor Converg.
 GR1719;SPC NV E     - 8,171,987.127   308,514.608   MT  1.00004504   +0 42 54.7
 GR1719;SPC NV E     -26,810,927.77  1,012,185.01   sFT  1.00004504   +0 42 54.7
 GR1719;UTM  11      - 4,019,775.231   735,709.419   MT  1.00028460   +1 33 15.9
 GR1719
 GR1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1719!SPC NV E     -   0.99993892  x   1.00004504  =   0.99998396
 GR1719!UTM  11      -   0.99993892  x   1.00028460  =   1.00022351
 GR1719
 GR1719:                Primary Azimuth Mark                     Grid Az
 GR1719:SPC NV E     -  N 51                                     202 00 38.4
 GR1719:UTM  11      -  N 51                                     201 10 17.2
 GR1719
 GR1719|---------------------------------------------------------------------|
 GR1719| PID    Reference Object                     Distance      Geod. Az  |
 GR1719|                                                           dddmmss.s |
 GR1719| GR1709 N 51                                APPROX. 1.8 KM 2024333.1 |
 GR1719|---------------------------------------------------------------------|
 GR1719
 GR1719                          SUPERSEDED SURVEY CONTROL
 GR1719
 GR1719  NAD 83(1994)-  36 17 39.04609(N)    114 22 30.74891(W) AD(       ) 3
 GR1719  NAD 83(1992)-  36 17 39.04601(N)    114 22 30.74896(W) AD(       ) 3
 GR1719  NAD 83(1986)-  36 17 39.03288(N)    114 22 30.73897(W) AD(       ) 3
 GR1719  NGVD 29 (06/27/88)  416.0    (m)         1365.     (f) VERT ANG       
 GR1719
 GR1719.Superseded values are not recommended for survey control.
 GR1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1719.See file dsdata.txt to determine how the superseded data were derived.
 GR1719
 GR1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3570919775(NAD 83)
 GR1719_MARKER: DS = TRIANGULATION STATION DISK
 GR1719_SETTING: 80 = SET IN A BOULDER
 GR1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1719+STABILITY: SURFACE MOTION
 GR1719
 GR1719  HISTORY     - Date     Condition        Report By
 GR1719  HISTORY     - 1948     MONUMENTED       USGS
 GR1719
 GR1719                          STATION DESCRIPTION
 GR1719
 GR1719'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1719'LOCATED ABOUT 2.2 MI NE. OF MIDDLE OF HERON ISLAND.  ON EAST SIDE
 GR1719'OF VIRGIN ARM, ABOUT 60 FT. W. OF HIGHEST POINT OF SHARP HILL,
 GR1719'ABOUT 150 FT. ABOVE HIGH WATER MARK.
 GR1719'
 GR1719'TO REACH NOT GIVEN.
 GR1719'
 GR1719'STATION MARK--STANDARD TABLET STAMPED---N57B 1948---, CEMENTED IN
 GR1719'TOP OF BOULDER IN PLACE.
 GR1719'
 GR1719'RMS--NONE SET.
 GR1719'
 GR1719'NOTE--FAIRCHILD STATION DESIGNATED AS T2, 22.85 FT. NE. OF
 GR1719'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0082 ***********************************************************************
 HP0082  DESIGNATION -  N 57 RESET
 HP0082  PID         -  HP0082
 HP0082  STATE/COUNTY-  NV/LINCOLN
 HP0082  USGS QUAD   -  PAHROC SPRING SE (1980)
 HP0082
 HP0082                         *CURRENT SURVEY CONTROL
 HP0082  ___________________________________________________________________
 HP0082* NAD 83(1986)-  37 36 44.     (N)    114 52 18.     (W)     SCALED    
 HP0082* NAVD 88     -      1483.16   (meters)    4866.0    (feet)  RESET     
 HP0082  ___________________________________________________________________
 HP0082  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 HP0082
 HP0082  VERT ORDER  -  THIRD
 HP0082
 HP0082.The horizontal coordinates were scaled from a topographic map and have
 HP0082.an estimated accuracy of +/- 6 seconds.
 HP0082
 HP0082.The orthometric height was computed from unverified reset data.
 HP0082
 HP0082.The geoid height was determined by GEOID03.
 HP0082
 HP0082;                    North         East    Units  Estimated Accuracy
 HP0082;SPC NV E     - 8,317,810.      262,830.      MT  (+/- 180 meters Scaled)
 HP0082
 HP0082                          SUPERSEDED SURVEY CONTROL
 HP0082
 HP0082.No superseded survey control is available for this station.
 HP0082
 HP0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB878649(NAD 83)
 HP0082_MARKER: DB = BENCH MARK DISK
 HP0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0082_STAMPING: N 57 RESET 1936
 HP0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0082+STABILITY: SURFACE MOTION
 HP0082
 HP0082  HISTORY     - Date     Condition        Report By
 HP0082  HISTORY     - 1936     MONUMENTED       CGS
 HP0082  HISTORY     - 1965     GOOD             NGS
 HP0082
 HP0082                          STATION DESCRIPTION
 HP0082
 HP0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 HP0082'17.2 MI W FROM CALIENTE.
 HP0082'17.2 MILES WEST ALONG U. S. HIGHWAY 93 FROM THE PUBLIC SCHOOL AT
 HP0082'CALIENTE, LINCOLN COUNTY, THENCE 0.2 MILE NORTH ALONG A POWER LINE TO
 HP0082'THE OLD HIGHWAY, AND THENCE 4.9 MILES WEST ALONG THE OLD HIGHWAY. 0.3
 HP0082'MILE EAST OF THE JUNCTION OF A ROAD LEADING NORTHWEST TO THE R. H.
 HP0082'HAMILTON RANCH, AND 35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. A
 HP0082'STANDARD DISK, STAMPED N 57 RESET 1936 AND SET IN THE TOP OF A
 HP0082'CONCRETE POST.
 HP0082
 HP0082                          STATION RECOVERY (1965)
 HP0082
 HP0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HP0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0239 ***********************************************************************
 HP0239  DESIGNATION -  N 58
 HP0239  PID         -  HP0239
 HP0239  STATE/COUNTY-  NV/LINCOLN
 HP0239  USGS QUAD   -  GROOM RANGE NE (1983)
 HP0239
 HP0239                         *CURRENT SURVEY CONTROL
 HP0239  ___________________________________________________________________
 HP0239* NAD 83(1986)-  37 29 21.     (N)    115 30 13.     (W)     SCALED    
 HP0239* NAVD 88     -      1432.539  (meters)    4699.92   (feet)  ADJUSTED  
 HP0239  ___________________________________________________________________
 HP0239  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 HP0239  DYNAMIC HT  -        1430.938 (meters)    4694.67  (feet)  COMP
 HP0239  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 HP0239
 HP0239  VERT ORDER  -  FIRST     CLASS II
 HP0239
 HP0239.The horizontal coordinates were scaled from a topographic map and have
 HP0239.an estimated accuracy of +/- 6 seconds.
 HP0239
 HP0239.The orthometric height was determined by differential leveling
 HP0239.and adjusted by the National Geodetic Survey in June 1991..
 HP0239
 HP0239.The geoid height was determined by GEOID03.
 HP0239
 HP0239.The dynamic height is computed by dividing the NAVD 88
 HP0239.geopotential number by the normal gravity value computed on the
 HP0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0239.degrees latitude (g = 980.6199 gals.).
 HP0239
 HP0239.The modeled gravity was interpolated from observed gravity values.
 HP0239
 HP0239;                    North         East    Units  Estimated Accuracy
 HP0239;SPC NV E     - 8,303,910.      207,050.      MT  (+/- 180 meters Scaled)
 HP0239
 HP0239                          SUPERSEDED SURVEY CONTROL
 HP0239
 HP0239  NGVD 29 (??/??/92) 1431.524  (m)         4696.59   (f) ADJ UNCH    1 2
 HP0239
 HP0239.Superseded values are not recommended for survey control.
 HP0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0239.See file dsdata.txt to determine how the superseded data were derived.
 HP0239
 HP0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB322501(NAD 83)
 HP0239_MARKER: DB = BENCH MARK DISK
 HP0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0239_STAMPING: N 58 1934
 HP0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0239+STABILITY: SURFACE MOTION
 HP0239
 HP0239  HISTORY     - Date     Condition        Report By
 HP0239  HISTORY     - 1934     MONUMENTED       CGS
 HP0239
 HP0239                          STATION DESCRIPTION
 HP0239
 HP0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0239'22.0 MI W FROM CRYSTAL SPRINGS.
 HP0239'22.0 MILES WEST ALONG STATE HIGHWAY 25 FROM CRYSTAL SPRINGS, LINCOLN
 HP0239'COUNTY, 10.9 MILES EAST OF THE TIMPAHUTE SUMMIT, AND 45 FEET NORTH OF
 HP0239'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 58 1934 AND
 HP0239'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1720 ***********************************************************************
 GR1720  DESIGNATION -  N 58
 GR1720  PID         -  GR1720
 GR1720  STATE/COUNTY-  NV/CLARK
 GR1720  USGS QUAD   -  ECHO BAY (1983)
 GR1720
 GR1720                         *CURRENT SURVEY CONTROL
 GR1720  ___________________________________________________________________
 GR1720* NAD 83(1994)-  36 18 35.36169(N)    114 24 23.46000(W)     ADJUSTED  
 GR1720* NAVD 88     -       379.6    (meters)    1245.     (feet)  VERTCON   
 GR1720  ___________________________________________________________________
 GR1720  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 GR1720  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 GR1720
 GR1720  HORZ ORDER  -  THIRD
 GR1720
 GR1720.The horizontal coordinates were established by classical geodetic methods
 GR1720.and adjusted by the National Geodetic Survey in June 1998..
 GR1720
 GR1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1720
 GR1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1720
 GR1720.The geoid height was determined by GEOID03.
 GR1720
 GR1720;                    North         East     Units Scale Factor Converg.
 GR1720;SPC NV E     - 8,173,688.262   305,681.218   MT  1.00003756   +0 41 48.9
 GR1720;SPC NV E     -26,816,508.91  1,002,889.13   sFT  1.00003756   +0 41 48.9
 GR1720;UTM  11      - 4,021,435.067   732,850.740   MT  1.00026809   +1 32 11.1
 GR1720
 GR1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1720!SPC NV E     -   0.99994475  x   1.00003756  =   0.99998230
 GR1720!UTM  11      -   0.99994475  x   1.00026809  =   1.00021282
 GR1720
 GR1720:                Primary Azimuth Mark                     Grid Az
 GR1720:SPC NV E     -  N 55                                     198 29 59.2
 GR1720:UTM  11      -  N 55                                     197 39 37.0
 GR1720
 GR1720|---------------------------------------------------------------------|
 GR1720| PID    Reference Object                     Distance      Geod. Az  |
 GR1720|                                                           dddmmss.s |
 GR1720| GR1714 N 55                                APPROX. 1.9 KM 1991148.1 |
 GR1720|---------------------------------------------------------------------|
 GR1720
 GR1720                          SUPERSEDED SURVEY CONTROL
 GR1720
 GR1720  NAD 83(1994)-  36 18 35.36194(N)    114 24 23.45986(W) AD(       ) 3
 GR1720  NAD 83(1992)-  36 18 35.36185(N)    114 24 23.45997(W) AD(       ) 3
 GR1720  NAD 83(1986)-  36 18 35.34996(N)    114 24 23.44987(W) AD(       ) 3
 GR1720  NGVD 29 (06/27/88)  379.0    (m)         1243.     (f) VERT ANG       
 GR1720
 GR1720.Superseded values are not recommended for survey control.
 GR1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1720.See file dsdata.txt to determine how the superseded data were derived.
 GR1720
 GR1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3285121435(NAD 83)
 GR1720_MARKER: DS = TRIANGULATION STATION DISK
 GR1720_SETTING: 80 = SET IN A BOULDER
 GR1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1720+STABILITY: SURFACE MOTION
 GR1720
 GR1720  HISTORY     - Date     Condition        Report By
 GR1720  HISTORY     - 1948     MONUMENTED       USGS
 GR1720
 GR1720                          STATION DESCRIPTION
 GR1720
 GR1720'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1720'LOCATED ABOUT 3.1 MI N. OF MIDDLE OF HERON ISLAND.  ON WEST SIDE
 GR1720'OF VIRGIN ARM, ON HIGHEST POINT OF ISLAND, ABOUT 25 FT. ABOVE
 GR1720'HIGH WATER MARK.
 GR1720'
 GR1720'TO REACH NOT GIVEN.
 GR1720'
 GR1720'STATION MARK--STANDARD TABLET STAMPED---N58 1948---, CEMENTED IN
 GR1720'TOP OF ROCK SET IN PLACE.
 GR1720'
 GR1720'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1721 ***********************************************************************
 GR1721  DESIGNATION -  N 59
 GR1721  PID         -  GR1721
 GR1721  STATE/COUNTY-  NV/CLARK
 GR1721  USGS QUAD   -  ECHO BAY (1983)
 GR1721
 GR1721                         *CURRENT SURVEY CONTROL
 GR1721  ___________________________________________________________________
 GR1721* NAD 83(1994)-  36 19 21.41680(N)    114 24 41.09075(W)     ADJUSTED  
 GR1721* NAVD 88     -       371.6    (meters)    1219.     (feet)  VERTCON   
 GR1721  ___________________________________________________________________
 GR1721  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 GR1721  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 GR1721
 GR1721  HORZ ORDER  -  THIRD
 GR1721
 GR1721.The horizontal coordinates were established by classical geodetic methods
 GR1721.and adjusted by the National Geodetic Survey in June 1998..
 GR1721
 GR1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1721
 GR1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1721
 GR1721.The geoid height was determined by GEOID03.
 GR1721
 GR1721;                    North         East     Units Scale Factor Converg.
 GR1721;SPC NV E     - 8,175,102.454   305,224.199   MT  1.00003638   +0 41 39.2
 GR1721;SPC NV E     -26,821,148.63  1,001,389.73   sFT  1.00003638   +0 41 39.2
 GR1721;UTM  11      - 4,022,842.733   732,372.937   MT  1.00026535   +1 32 02.4
 GR1721
 GR1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1721!SPC NV E     -   0.99994600  x   1.00003638  =   0.99998238
 GR1721!UTM  11      -   0.99994600  x   1.00026535  =   1.00021134
 GR1721
 GR1721                          SUPERSEDED SURVEY CONTROL
 GR1721
 GR1721  NAD 83(1994)-  36 19 21.41706(N)    114 24 41.09058(W) AD(       ) 3
 GR1721  NAD 83(1992)-  36 19 21.41697(N)    114 24 41.09071(W) AD(       ) 3
 GR1721  NAD 83(1986)-  36 19 21.40558(N)    114 24 41.08017(W) AD(       ) 3
 GR1721  NGVD 29 (06/27/88)  371.0    (m)         1217.     (f) VERT ANG       
 GR1721
 GR1721.Superseded values are not recommended for survey control.
 GR1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1721.See file dsdata.txt to determine how the superseded data were derived.
 GR1721
 GR1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3237322843(NAD 83)
 GR1721_MARKER: DS = TRIANGULATION STATION DISK
 GR1721_SETTING: 66 = SET IN ROCK OUTCROP
 GR1721_SP_SET: SET IN ROCK OUTCROP
 GR1721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1721+STABILITY: POSITION/ELEVATION WELL
 GR1721
 GR1721  HISTORY     - Date     Condition        Report By
 GR1721  HISTORY     - 1948     MONUMENTED       USGS
 GR1721
 GR1721                          STATION DESCRIPTION
 GR1721
 GR1721'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1721'NOT OCCUPIED.
 GR1721'
 GR1721'LOCATED ABOUT 4.2 MI N. OF MIDDLE OF HERON ISLAND.  ON WEST SIDE
 GR1721'OF VIRGIN ARM, ABOUT 130 FT. E. OF HIGH WATER MARK AT EAST END OF
 GR1721'LARGE ISLAND, ON SMALL TOP, ABOUT EVEN WITH HIGH WATER MARK.
 GR1721'
 GR1721'STATION MARK--STANDARD TABLET STAMPED---N59 1948---, CEMENTED IN
 GR1721'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0262 ***********************************************************************
 LR0262  DESIGNATION -  N 6
 LR0262  PID         -  LR0262
 LR0262  STATE/COUNTY-  NV/LANDER
 LR0262  USGS QUAD   -  SNOW GULCH (1984)
 LR0262
 LR0262                         *CURRENT SURVEY CONTROL
 LR0262  ___________________________________________________________________
 LR0262* NAD 83(1986)-  40 41 43.     (N)    117 00 05.     (W)     SCALED    
 LR0262* NAVD 88     -      1374.532  (meters)    4509.61   (feet)  ADJUSTED  
 LR0262  ___________________________________________________________________
 LR0262  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 LR0262  DYNAMIC HT  -        1373.438 (meters)    4506.02  (feet)  COMP
 LR0262  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 LR0262
 LR0262  VERT ORDER  -  FIRST     CLASS II
 LR0262
 LR0262.The horizontal coordinates were scaled from a topographic map and have
 LR0262.an estimated accuracy of +/- 6 seconds.
 LR0262
 LR0262.The orthometric height was determined by differential leveling
 LR0262.and adjusted by the National Geodetic Survey in June 1991..
 LR0262.WARNING-Repeat measurements at this control monument indicate possible
 LR0262.vertical movement.
 LR0262
 LR0262.The geoid height was determined by GEOID03.
 LR0262
 LR0262.The dynamic height is computed by dividing the NAVD 88
 LR0262.geopotential number by the normal gravity value computed on the
 LR0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0262.degrees latitude (g = 980.6199 gals.).
 LR0262
 LR0262.The modeled gravity was interpolated from observed gravity values.
 LR0262
 LR0262;                    North         East    Units  Estimated Accuracy
 LR0262;SPC NV C     - 6,659,860.      471,710.      MT  (+/- 180 meters Scaled)
 LR0262
 LR0262                          SUPERSEDED SURVEY CONTROL
 LR0262
 LR0262.No superseded survey control is available for this station.
 LR0262
 LR0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF998049(NAD 83)
 LR0262_MARKER: DB = BENCH MARK DISK
 LR0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0262_STAMPING: 4505.919 N 6
 LR0262_MARK LOGO: CGS   
 LR0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0262
 LR0262  HISTORY     - Date     Condition        Report By
 LR0262  HISTORY     - UNK      MONUMENTED       CGS
 LR0262  HISTORY     - 1953     GOOD             NGS
 LR0262  HISTORY     - 1984     GOOD             NGS
 LR0262
 LR0262                          STATION DESCRIPTION
 LR0262
 LR0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0262'5.0 MI NW FROM BATTLE MOUNTAIN.
 LR0262'5.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0262'THE STATION AT BATTLE MOUNTAIN, 0.2 MILE (6 POLES) NORTHWEST OF
 LR0262'MILEPOLE 471, 175 FEET SOUTHWEST RAIL, 116 FEET NORTHEAST OF THE
 LR0262'CENTER LINE OF AN ABANDONED PAVED ROAD (FORMER U. S. HIGHWAY 40), 82.2
 LR0262'FEET NORTHEAST OF A FENCE, 73 FEET SOUTHWEST OF A TELEPGRAPH POLE, 1.8
 LR0262'FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK,
 LR0262'AND SET IN THE TOP OF A SANDSTONE POST PROJECTING 0.2 FOOT ABOVE THE
 LR0262'GROUND.
 LR0262
 LR0262                          STATION RECOVERY (1984)
 LR0262
 LR0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0262'RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE.  A
 LR0262'DISK SET INTO THE TOP OF A POST PROJECTING 6 CENTIMETERS.
 LR0262'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 LR0262'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1724 ***********************************************************************
 GR1724  DESIGNATION -  N 6
 GR1724  PID         -  GR1724
 GR1724  STATE/COUNTY-  NV/CLARK
 GR1724  USGS QUAD   -  BOULDER BEACH (1970)
 GR1724
 GR1724                         *CURRENT SURVEY CONTROL
 GR1724  ___________________________________________________________________
 GR1724* NAD 83(1994)-  36 07 24.68710(N)    114 49 59.46886(W)     ADJUSTED  
 GR1724* NAVD 88     -       373.7    (meters)    1226.     (feet)  VERTCON   
 GR1724  ___________________________________________________________________
 GR1724  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 GR1724  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GR1724
 GR1724  HORZ ORDER  -  THIRD
 GR1724
 GR1724.The horizontal coordinates were established by classical geodetic methods
 GR1724.and adjusted by the National Geodetic Survey in June 1998..
 GR1724
 GR1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1724
 GR1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1724
 GR1724.The geoid height was determined by GEOID03.
 GR1724
 GR1724;                    North         East     Units Scale Factor Converg.
 GR1724;SPC NV E     - 8,152,635.963   267,524.275   MT  0.99995616   +0 26 32.1
 GR1724;SPC NV E     -26,747,439.82    877,702.56   sFT  0.99995616   +0 26 32.1
 GR1724;UTM  11      - 3,999,823.569   694,999.107   MT  1.00006854   +1 16 40.1
 GR1724
 GR1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1724!SPC NV E     -   0.99994577  x   0.99995616  =   0.99990193
 GR1724!UTM  11      -   0.99994577  x   1.00006854  =   1.00001430
 GR1724
 GR1724:                Primary Azimuth Mark                     Grid Az
 GR1724:SPC NV E     -  N 5                                      205 59 58.1
 GR1724:UTM  11      -  N 5                                      205 09 50.1
 GR1724
 GR1724|---------------------------------------------------------------------|
 GR1724| PID    Reference Object                     Distance      Geod. Az  |
 GR1724|                                                           dddmmss.s |
 GR1724| GR1707 N 5                                 APPROX. 1.4 KM 2062630.2 |
 GR1724|---------------------------------------------------------------------|
 GR1724
 GR1724                          SUPERSEDED SURVEY CONTROL
 GR1724
 GR1724  NAD 83(1994)-  36 07 24.68738(N)    114 49 59.46931(W) AD(       ) 3
 GR1724  NAD 83(1992)-  36 07 24.68733(N)    114 49 59.46939(W) AD(       ) 3
 GR1724  NAD 83(1992)-  36 07 24.68718(N)    114 49 59.46917(W) AD(       ) 3
 GR1724  NAD 83(1986)-  36 07 24.67518(N)    114 49 59.45327(W) AD(       ) 3
 GR1724  NGVD 29 (06/27/88)  373.0    (m)         1224.     (f) VERT ANG       
 GR1724
 GR1724.Superseded values are not recommended for survey control.
 GR1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1724.See file dsdata.txt to determine how the superseded data were derived.
 GR1724
 GR1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9499999824(NAD 83)
 GR1724_MARKER: DS = TRIANGULATION STATION DISK
 GR1724_SETTING: 80 = SET IN A BOULDER
 GR1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1724+STABILITY: SURFACE MOTION
 GR1724
 GR1724  HISTORY     - Date     Condition        Report By
 GR1724  HISTORY     - 1947     MONUMENTED       USGS
 GR1724
 GR1724                          STATION DESCRIPTION
 GR1724
 GR1724'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1724'LOCATED ABOUT 9.3 MI NW. OF HOOVER DAM, ABOUT 1.9 MI NE. OF LAS
 GR1724'VEGAS WASH SWIMMING BEACH.  ON NORTH SIDE OF LAS VEGAS WASH, ON
 GR1724'POINT FORMED BY LAS VEGAS WASH AND MAJOR WASH COMING IN FROM N.
 GR1724'AT HIGH WATER THIS POINT WILL BE AN ISLAND, ON NORTHEAST CORNER
 GR1724'OF ISLAND, ABOUT 3 FT. ABOVE HIGH WATER MARK, ABOUT 30 FT. S. OF
 GR1724'REMAINS OF ROCK CAIRN.
 GR1724'
 GR1724'TO REACH NOT GIVEN.
 GR1724'
 GR1724'STATION MARK--STANDARD TABLET STAMPED---N6 1947---, CEMENTED IN TOP
 GR1724'OF ROCK IN PLACE.
 GR1724'
 GR1724'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0267 ***********************************************************************
 HP0267  DESIGNATION -  N 60
 HP0267  PID         -  HP0267
 HP0267  STATE/COUNTY-  NV/LINCOLN
 HP0267  USGS QUAD   -  WHITE BLOTCH SPRINGS (1988)
 HP0267
 HP0267                         *CURRENT SURVEY CONTROL
 HP0267  ___________________________________________________________________
 HP0267* NAD 83(1986)-  37 30 12.     (N)    115 57 02.     (W)     SCALED    
 HP0267* NAVD 88     -      1640.110  (meters)    5380.93   (feet)  ADJUSTED  
 HP0267  ___________________________________________________________________
 HP0267  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 HP0267  DYNAMIC HT  -        1638.239 (meters)    5374.79  (feet)  COMP
 HP0267  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 HP0267
 HP0267  VERT ORDER  -  SECOND    CLASS 0
 HP0267
 HP0267.The horizontal coordinates were scaled from a topographic map and have
 HP0267.an estimated accuracy of +/- 6 seconds.
 HP0267
 HP0267.The orthometric height was determined by differential leveling
 HP0267.and adjusted by the National Geodetic Survey in June 1991..
 HP0267
 HP0267.The geoid height was determined by GEOID03.
 HP0267
 HP0267.The dynamic height is computed by dividing the NAVD 88
 HP0267.geopotential number by the normal gravity value computed on the
 HP0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0267.degrees latitude (g = 980.6199 gals.).
 HP0267
 HP0267.The modeled gravity was interpolated from observed gravity values.
 HP0267
 HP0267;                    North         East    Units  Estimated Accuracy
 HP0267;SPC NV E     - 8,305,550.      167,530.      MT  (+/- 180 meters Scaled)
 HP0267
 HP0267                          SUPERSEDED SURVEY CONTROL
 HP0267
 HP0267  NGVD 29 (??/??/92) 1639.060  (m)         5377.48   (f) ADJ UNCH    2 0
 HP0267
 HP0267.Superseded values are not recommended for survey control.
 HP0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0267.See file dsdata.txt to determine how the superseded data were derived.
 HP0267
 HP0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB927512(NAD 83)
 HP0267_MARKER: DB = BENCH MARK DISK
 HP0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0267_STAMPING: N 60 1934
 HP0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0267+STABILITY: SURFACE MOTION
 HP0267
 HP0267  HISTORY     - Date     Condition        Report By
 HP0267  HISTORY     - 1934     MONUMENTED       CGS
 HP0267
 HP0267                          STATION DESCRIPTION
 HP0267
 HP0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0267'17.4 MI N FROM GROOM.
 HP0267'17.4 MILES ALONG THE SAND SPRINGS ROAD FROM GROOM, LINCOLN COUNTY, 1
 HP0267'MILE SOUTH OF A ROAD JUNCTION, AND STAMPED N 60 1934 AND SET IN THE
 HP0267'TOP OF A CONCRETE POST.  NOTE-- AMS REPORT THE MARK IS 16.6 MILES FROM
 HP0267'GROOM, 47 FEET EAST OF THE CENTERLINE OF THE OLD ROAD, 67 FEET WEST OF
 HP0267'THE CENTERLINE OF THE NEW ROAD, AND PROJECTS 0.8 FOOT ABOVE THE
 HP0267'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1725 ***********************************************************************
 GR1725  DESIGNATION -  N 60
 GR1725  PID         -  GR1725
 GR1725  STATE/COUNTY-  NV/CLARK
 GR1725  USGS QUAD   -  LIME WASH (1983)
 GR1725
 GR1725                         *CURRENT SURVEY CONTROL
 GR1725  ___________________________________________________________________
 GR1725* NAD 83(1994)-  36 20 32.92180(N)    114 22 14.25624(W)     ADJUSTED  
 GR1725* NAVD 88     -       373.6    (meters)    1226.     (feet)  VERTCON   
 GR1725  ___________________________________________________________________
 GR1725  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 GR1725  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 GR1725
 GR1725  HORZ ORDER  -  THIRD
 GR1725
 GR1725.The horizontal coordinates were established by classical geodetic methods
 GR1725.and adjusted by the National Geodetic Survey in June 1998..
 GR1725
 GR1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1725
 GR1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1725
 GR1725.The geoid height was determined by GEOID03.
 GR1725
 GR1725;                    North         East     Units Scale Factor Converg.
 GR1725;SPC NV E     - 8,177,351.578   308,858.932   MT  1.00004596   +0 43 07.4
 GR1725;SPC NV E     -26,828,527.64  1,013,314.68   sFT  1.00004596   +0 43 07.4
 GR1725;UTM  11      - 4,025,145.439   735,975.153   MT  1.00028613   +1 33 32.1
 GR1725
 GR1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1725!SPC NV E     -   0.99994567  x   1.00004596  =   0.99999163
 GR1725!UTM  11      -   0.99994567  x   1.00028613  =   1.00023179
 GR1725
 GR1725                          SUPERSEDED SURVEY CONTROL
 GR1725
 GR1725  NAD 83(1994)-  36 20 32.92200(N)    114 22 14.25600(W) AD(       ) 3
 GR1725  NAD 83(1992)-  36 20 32.92197(N)    114 22 14.25615(W) AD(       ) 3
 GR1725  NAD 83(1986)-  36 20 32.90983(N)    114 22 14.24339(W) AD(       ) 3
 GR1725  NGVD 29 (06/27/88)  373.0    (m)         1224.     (f) VERT ANG       
 GR1725
 GR1725.Superseded values are not recommended for survey control.
 GR1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1725.See file dsdata.txt to determine how the superseded data were derived.
 GR1725
 GR1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3597525145(NAD 83)
 GR1725_MARKER: DS = TRIANGULATION STATION DISK
 GR1725_SETTING: 80 = SET IN A BOULDER
 GR1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1725+STABILITY: SURFACE MOTION
 GR1725
 GR1725  HISTORY     - Date     Condition        Report By
 GR1725  HISTORY     - 1948     MONUMENTED       USGS
 GR1725
 GR1725                          STATION DESCRIPTION
 GR1725
 GR1725'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1725'NOT OCCUPIED.
 GR1725'
 GR1725'LOCATED ABOUT 5.7 MI N. OF MIDDLE OF HERON ISLAND.  ON EAST SIDE
 GR1725'OF VIRGIN ARM, ABOUT 50 FT. E. OF HIGH WATER MARK AT WEST END OF
 GR1725'RIDGE WHICH IS SOUTHERN BOUNDARY OF PROMINENT BAY, ABOUT 15 FT.
 GR1725'ABOVE HIGH WATER MARK.
 GR1725'
 GR1725'STATION MARK--STANDARD TABLET STAMPED---N60 1948---, CEMENTED IN
 GR1725'TOP OF BOULDER SET IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0013 ***********************************************************************
 KP0013  DESIGNATION -  N 61
 KP0013  PID         -  KP0013
 KP0013  STATE/COUNTY-  NV/WHITE PINE
 KP0013  USGS QUAD   -  TIPPETT (1986)
 KP0013
 KP0013                         *CURRENT SURVEY CONTROL
 KP0013  ___________________________________________________________________
 KP0013* NAD 83(1986)-  39 49 01.     (N)    114 21 54.     (W)     SCALED    
 KP0013* NAVD 88     -      1767.988  (meters)    5800.47   (feet)  ADJUSTED  
 KP0013  ___________________________________________________________________
 KP0013  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 KP0013  DYNAMIC HT  -        1766.274 (meters)    5794.85  (feet)  COMP
 KP0013  MODELED GRAV-     979,594.0   (mgal)                       NAVD 88
 KP0013
 KP0013  VERT ORDER  -  FIRST     CLASS II
 KP0013
 KP0013.The horizontal coordinates were scaled from a topographic map and have
 KP0013.an estimated accuracy of +/- 6 seconds.
 KP0013
 KP0013.The orthometric height was determined by differential leveling
 KP0013.and adjusted by the National Geodetic Survey in June 1991..
 KP0013
 KP0013.The geoid height was determined by GEOID03.
 KP0013
 KP0013.The dynamic height is computed by dividing the NAVD 88
 KP0013.geopotential number by the normal gravity value computed on the
 KP0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0013.degrees latitude (g = 980.6199 gals.).
 KP0013
 KP0013.The modeled gravity was interpolated from observed gravity values.
 KP0013
 KP0013;                    North         East    Units  Estimated Accuracy
 KP0013;SPC NV E     - 8,563,000.      304,310.      MT  (+/- 180 meters Scaled)
 KP0013
 KP0013                          SUPERSEDED SURVEY CONTROL
 KP0013
 KP0013  NGVD 29 (??/??/92) 1766.822  (m)         5796.65   (f) ADJ UNCH    1 2
 KP0013
 KP0013.Superseded values are not recommended for survey control.
 KP0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0013.See file dsdata.txt to determine how the superseded data were derived.
 KP0013
 KP0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQE255107(NAD 83)
 KP0013_MARKER: DB = BENCH MARK DISK
 KP0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0013_STAMPING: N 61 1934
 KP0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0013+STABILITY: SURFACE MOTION
 KP0013
 KP0013  HISTORY     - Date     Condition        Report By
 KP0013  HISTORY     - 1934     MONUMENTED       CGS
 KP0013
 KP0013                          STATION DESCRIPTION
 KP0013
 KP0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0013'3.8 MI W FROM TIPPETT.
 KP0013'ABOUT 3.8 MILES WEST ALONG STATE HIGHWAY 2 FROM TIPPETT, WHITE PINE
 KP0013'COUNTY, AND 31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 KP0013'STANDARD DISK, STAMPED N 61 1934 AND SET IN THE TOP OF A CONCRETE
 KP0013'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1726 ***********************************************************************
 GR1726  DESIGNATION -  N 61
 GR1726  PID         -  GR1726
 GR1726  STATE/COUNTY-  NV/CLARK
 GR1726  USGS QUAD   -  ECHO BAY (1983)
 GR1726
 GR1726                         *CURRENT SURVEY CONTROL
 GR1726  ___________________________________________________________________
 GR1726* NAD 83(1994)-  36 20 07.83105(N)    114 25 03.73191(W)     ADJUSTED  
 GR1726* NAVD 88     -       377.6    (meters)    1239.     (feet)  VERTCON   
 GR1726  ___________________________________________________________________
 GR1726  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 GR1726  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 GR1726
 GR1726  HORZ ORDER  -  THIRD
 GR1726
 GR1726.The horizontal coordinates were established by classical geodetic methods
 GR1726.and adjusted by the National Geodetic Survey in June 1998..
 GR1726
 GR1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1726
 GR1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1726
 GR1726.The geoid height was determined by GEOID03.
 GR1726
 GR1726;                    North         East     Units Scale Factor Converg.
 GR1726;SPC NV E     - 8,176,526.232   304,642.236   MT  1.00003487   +0 41 26.6
 GR1726;SPC NV E     -26,825,819.81    999,480.40   sFT  1.00003487   +0 41 26.6
 GR1726;UTM  11      - 4,024,258.150   731,770.029   MT  1.00026190   +1 31 50.6
 GR1726
 GR1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1726!SPC NV E     -   0.99994506  x   1.00003487  =   0.99997993
 GR1726!UTM  11      -   0.99994506  x   1.00026190  =   1.00020695
 GR1726
 GR1726:                Primary Azimuth Mark                     Grid Az
 GR1726:SPC NV E     -  N 63                                     002 09 58.3
 GR1726:UTM  11      -  N 63                                     001 19 34.3
 GR1726
 GR1726|---------------------------------------------------------------------|
 GR1726| PID    Reference Object                     Distance      Geod. Az  |
 GR1726|                                                           dddmmss.s |
 GR1726| GR1728 N 63                                APPROX. 2.4 KM 0025124.9 |
 GR1726|---------------------------------------------------------------------|
 GR1726
 GR1726                          SUPERSEDED SURVEY CONTROL
 GR1726
 GR1726  NAD 83(1994)-  36 20 07.83134(N)    114 25 03.73170(W) AD(       ) 3
 GR1726  NAD 83(1992)-  36 20 07.83124(N)    114 25 03.73187(W) AD(       ) 3
 GR1726  NAD 83(1986)-  36 20 07.82034(N)    114 25 03.72086(W) AD(       ) 3
 GR1726  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GR1726
 GR1726.Superseded values are not recommended for survey control.
 GR1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1726.See file dsdata.txt to determine how the superseded data were derived.
 GR1726
 GR1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3177024258(NAD 83)
 GR1726_MARKER: DS = TRIANGULATION STATION DISK
 GR1726_SETTING: 66 = SET IN ROCK OUTCROP
 GR1726_SP_SET: SET IN ROCK OUTCROP
 GR1726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1726+STABILITY: POSITION/ELEVATION WELL
 GR1726
 GR1726  HISTORY     - Date     Condition        Report By
 GR1726  HISTORY     - 1948     MONUMENTED       USGS
 GR1726
 GR1726                          STATION DESCRIPTION
 GR1726
 GR1726'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1726'LOCATED ABOUT 5.3 MI N. OF MIDDLE OF HERON ISLAND.  ON WEST SIDE
 GR1726'OF VIRGIN ARM, ABOUT 40 FT. W. OF HIGH WATER MARK AT EAST END OF
 GR1726'LONG, LOW, BLACK RIDGE, ABOUT 15 FT. ABOVE HIGH WATER MARK.
 GR1726'
 GR1726'TO REACH NOT GIVEN.
 GR1726'
 GR1726'STATION MARK--STANDARD TABLET STAMPED---N61 1948---, CEMENTED IN
 GR1726'ROCK OUTCROP.
 GR1726'
 GR1726'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0023 ***********************************************************************
 HP0023  DESIGNATION -  N 62
 HP0023  PID         -  HP0023
 HP0023  STATE/COUNTY-  NV/LINCOLN
 HP0023  USGS QUAD   -  PANACA (1970)
 HP0023
 HP0023                         *CURRENT SURVEY CONTROL
 HP0023  ___________________________________________________________________
 HP0023* NAD 83(1986)-  37 47 25.     (N)    114 24 16.     (W)     SCALED    
 HP0023* NAVD 88     -      1441.343  (meters)    4728.81   (feet)  POSTED    
 HP0023  ___________________________________________________________________
 HP0023  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 HP0023  DYNAMIC HT  -        1439.770 (meters)    4723.65  (feet)  COMP
 HP0023  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 HP0023
 HP0023  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0023
 HP0023.The horizontal coordinates were scaled from a topographic map and have
 HP0023.an estimated accuracy of +/- 6 seconds.
 HP0023
 HP0023.The orthometric height was determined by differential leveling
 HP0023.and adjusted by the National Geodetic Survey in 1992..
 HP0023.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0023.rate of 0.0 thru 1.0 mm/km.
 HP0023
 HP0023.The geoid height was determined by GEOID03.
 HP0023
 HP0023.The dynamic height is computed by dividing the NAVD 88
 HP0023.geopotential number by the normal gravity value computed on the
 HP0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0023.degrees latitude (g = 980.6199 gals.).
 HP0023
 HP0023.The modeled gravity was interpolated from observed gravity values.
 HP0023
 HP0023;                    North         East    Units  Estimated Accuracy
 HP0023;SPC NV E     - 8,337,980.      303,830.      MT  (+/- 180 meters Scaled)
 HP0023
 HP0023                          SUPERSEDED SURVEY CONTROL
 HP0023
 HP0023  NGVD 29 (??/??/92) 1440.231  (m)         4725.16   (f) ADJ UNCH    2 0
 HP0023
 HP0023.Superseded values are not recommended for survey control.
 HP0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0023.See file dsdata.txt to determine how the superseded data were derived.
 HP0023
 HP0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB285857(NAD 83)
 HP0023_MARKER: DB = BENCH MARK DISK
 HP0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0023_SP_SET: CONCRETE POST
 HP0023_STAMPING: N 62 1934
 HP0023_MARK LOGO: CGS   
 HP0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0023+STABILITY: SURFACE MOTION
 HP0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0023+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2001
 HP0023
 HP0023  HISTORY     - Date     Condition        Report By
 HP0023  HISTORY     - 1934     MONUMENTED       CGS
 HP0023  HISTORY     - 1944     GOOD             NGS
 HP0023  HISTORY     - 19711109 GOOD             USGS
 HP0023  HISTORY     - 20011130 GOOD             NVGS
 HP0023
 HP0023                          STATION DESCRIPTION
 HP0023
 HP0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HP0023'11.2 MI S FROM PIOCHE.
 HP0023'11.2 MILES SOUTH ALONG THE LOS ANGELES AND SALT LAKE RAILROAD FROM
 HP0023'PIOCHE, LINCOLN COUNTY, 7 FEET EAST OF MILEPOST 14, AT A ROAD
 HP0023'CROSSING, 50 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING TO
 HP0023'PANACA, AND 47 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 HP0023'DISK, STAMPED N 62 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 HP0023'IT WAS REPORTED IN JUNE 1944 THAT THIS MARK IS 1 MILE WEST OF PANACA,
 HP0023'AT THE JUNCTION OF U. S. HIGHWAY 93 AND STATE HIGHWAY 25.  IT IS 710
 HP0023'FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY 93, AND 54.5 FEET SOUTH
 HP0023'OF THE CENTERLINE OF STATE HIGHWAY 25.
 HP0023
 HP0023                          STATION RECOVERY (1944)
 HP0023
 HP0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 HP0023'RECOVERED IN GOOD CONDITION.
 HP0023
 HP0023                          STATION RECOVERY (1971)
 HP0023
 HP0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HP0023'RECOVERED IN GOOD CONDITION.
 HP0023
 HP0023                          STATION RECOVERY (2001)
 HP0023
 HP0023'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 HP0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1727 ***********************************************************************
 GR1727  DESIGNATION -  N 62
 GR1727  PID         -  GR1727
 GR1727  STATE/COUNTY-  NV/CLARK
 GR1727  USGS QUAD   -  LIME WASH (1983)
 GR1727
 GR1727                         *CURRENT SURVEY CONTROL
 GR1727  ___________________________________________________________________
 GR1727* NAD 83(1994)-  36 19 49.46117(N)    114 22 28.13391(W)     ADJUSTED  
 GR1727* NAVD 88     -       386.6    (meters)    1268.     (feet)  VERTCON   
 GR1727  ___________________________________________________________________
 GR1727  LAPLACE CORR-           6.55  (seconds)                    DEFLEC99
 GR1727  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 GR1727
 GR1727  HORZ ORDER  -  THIRD
 GR1727
 GR1727.The horizontal coordinates were established by classical geodetic methods
 GR1727.and adjusted by the National Geodetic Survey in June 1998..
 GR1727
 GR1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1727
 GR1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1727
 GR1727.The geoid height was determined by GEOID03.
 GR1727
 GR1727;                    North         East     Units Scale Factor Converg.
 GR1727;SPC NV E     - 8,176,007.671   308,529.628   MT  1.00004508   +0 42 58.5
 GR1727;SPC NV E     -26,824,118.50  1,012,234.29   sFT  1.00004508   +0 42 58.5
 GR1727;UTM  11      - 4,023,796.526   735,665.514   MT  1.00028434   +1 33 22.2
 GR1727
 GR1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1727!SPC NV E     -   0.99994363  x   1.00004508  =   0.99998871
 GR1727!UTM  11      -   0.99994363  x   1.00028434  =   1.00022796
 GR1727
 GR1727:                Primary Azimuth Mark                     Grid Az
 GR1727:SPC NV E     -  N 58                                     230 50 40.3
 GR1727:UTM  11      -  N 58                                     230 00 16.6
 GR1727
 GR1727|---------------------------------------------------------------------|
 GR1727| PID    Reference Object                     Distance      Geod. Az  |
 GR1727|                                                           dddmmss.s |
 GR1727| GR1720 N 58                                APPROX. 3.7 KM 2313338.8 |
 GR1727|---------------------------------------------------------------------|
 GR1727
 GR1727                          SUPERSEDED SURVEY CONTROL
 GR1727
 GR1727  NAD 83(1994)-  36 19 49.46138(N)    114 22 28.13369(W) AD(       ) 3
 GR1727  NAD 83(1992)-  36 19 49.46134(N)    114 22 28.13382(W) AD(       ) 3
 GR1727  NAD 83(1986)-  36 19 49.44889(N)    114 22 28.12197(W) AD(       ) 3
 GR1727  NGVD 29 (06/27/88)  386.0    (m)         1266.     (f) VERT ANG       
 GR1727
 GR1727.Superseded values are not recommended for survey control.
 GR1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1727.See file dsdata.txt to determine how the superseded data were derived.
 GR1727
 GR1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3566623797(NAD 83)
 GR1727_MARKER: DS = TRIANGULATION STATION DISK
 GR1727_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1727_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1727
 GR1727  HISTORY     - Date     Condition        Report By
 GR1727  HISTORY     - 1948     MONUMENTED       USGS
 GR1727
 GR1727                          STATION DESCRIPTION
 GR1727
 GR1727'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1727'LOCATED ABOUT 4.7 MI N. OF MIDDLE OF HERON ISLAND.  ON EAST SIDE
 GR1727'OF VIRGIN ARM, ABOUT 450 FT. E. OF HIGH WATER MARK AT WEST END OF
 GR1727'PROMINENT RIDGE, ABOUT 30 FT. ABOVE HIGH WATER MARK.
 GR1727'
 GR1727'TO REACH NOT GIVEN.
 GR1727'
 GR1727'STATION MARK--STANDARD TABLET STAMPED---N62 1948---, WELDED TO TOP
 GR1727'OF 2-INCH IRON PIPE PROJECTING 10 INCHES ABOVE GROUND.
 GR1727'
 GR1727'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1728 ***********************************************************************
 GR1728  DESIGNATION -  N 63
 GR1728  PID         -  GR1728
 GR1728  STATE/COUNTY-  NV/CLARK
 GR1728  USGS QUAD   -  ECHO BAY (1983)
 GR1728
 GR1728                         *CURRENT SURVEY CONTROL
 GR1728  ___________________________________________________________________
 GR1728* NAD 83(1994)-  36 21 25.11024(N)    114 24 58.96407(W)     ADJUSTED  
 GR1728* NAVD 88     -       373.6    (meters)    1226.     (feet)  VERTCON   
 GR1728  ___________________________________________________________________
 GR1728  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 GR1728  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 GR1728
 GR1728  HORZ ORDER  -  THIRD
 GR1728
 GR1728.The horizontal coordinates were established by classical geodetic methods
 GR1728.and adjusted by the National Geodetic Survey in June 1998..
 GR1728
 GR1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1728
 GR1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1728
 GR1728.The geoid height was determined by GEOID03.
 GR1728
 GR1728;                    North         East     Units Scale Factor Converg.
 GR1728;SPC NV E     - 8,178,909.609   304,732.380   MT  1.00003510   +0 41 30.7
 GR1728;SPC NV E     -26,833,639.28    999,776.15   sFT  1.00003510   +0 41 30.7
 GR1728;UTM  11      - 4,026,643.134   731,825.226   MT  1.00026221   +1 31 56.2
 GR1728
 GR1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1728!SPC NV E     -   0.99994569  x   1.00003510  =   0.99998079
 GR1728!UTM  11      -   0.99994569  x   1.00026221  =   1.00020788
 GR1728
 GR1728                          SUPERSEDED SURVEY CONTROL
 GR1728
 GR1728  NAD 83(1994)-  36 21 25.11054(N)    114 24 58.96380(W) AD(       ) 3
 GR1728  NAD 83(1992)-  36 21 25.11046(N)    114 24 58.96402(W) AD(       ) 3
 GR1728  NAD 83(1986)-  36 21 25.10016(N)    114 24 58.95196(W) AD(       ) 3
 GR1728  NGVD 29 (06/27/88)  373.0    (m)         1224.     (f) VERT ANG       
 GR1728
 GR1728.Superseded values are not recommended for survey control.
 GR1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1728.See file dsdata.txt to determine how the superseded data were derived.
 GR1728
 GR1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3182526643(NAD 83)
 GR1728_MARKER: DS = TRIANGULATION STATION DISK
 GR1728_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1728_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1728
 GR1728  HISTORY     - Date     Condition        Report By
 GR1728  HISTORY     - 1948     MONUMENTED       USGS
 GR1728
 GR1728                          STATION DESCRIPTION
 GR1728
 GR1728'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1728'NOT OCCUPIED.
 GR1728'
 GR1728'LOCATED ABOUT 6.6 MI N. OF MIDDLE OF HERON ISLAND.  ON WEST SIDE
 GR1728'OF VIRGIN ARM, ON SMALL TOP AT SOUTHEAST END OF LIGHT-COLORED
 GR1728'RIDGE, ABOUT EVEN WITH HIGH WATER MARK.
 GR1728'
 GR1728'STATION MARK--STANDARD TABLET STAMPED---N63 1948---, WELDED TO
 GR1728'2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0194 ***********************************************************************
 KP0194  DESIGNATION -  N 64
 KP0194  PID         -  KP0194
 KP0194  STATE/COUNTY-  NV/EUREKA
 KP0194  USGS QUAD   -  PINTO SUMMIT (1990)
 KP0194
 KP0194                         *CURRENT SURVEY CONTROL
 KP0194  ___________________________________________________________________
 KP0194* NAD 83(1986)-  39 23 06.     (N)    115 55 14.     (W)     SCALED    
 KP0194* NAVD 88     -      1958.709  (meters)    6426.20   (feet)  ADJUSTED  
 KP0194  ___________________________________________________________________
 KP0194  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 KP0194  DYNAMIC HT  -        1956.668 (meters)    6419.50  (feet)  COMP
 KP0194  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 KP0194
 KP0194  VERT ORDER  -  SECOND    CLASS 0
 KP0194
 KP0194.The horizontal coordinates were scaled from a topographic map and have
 KP0194.an estimated accuracy of +/- 6 seconds.
 KP0194
 KP0194.The orthometric height was determined by differential leveling
 KP0194.and adjusted by the National Geodetic Survey in June 1991..
 KP0194
 KP0194.The geoid height was determined by GEOID03.
 KP0194
 KP0194.The dynamic height is computed by dividing the NAVD 88
 KP0194.geopotential number by the normal gravity value computed on the
 KP0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KP0194.degrees latitude (g = 980.6199 gals.).
 KP0194
 KP0194.The modeled gravity was interpolated from observed gravity values.
 KP0194
 KP0194;                    North         East    Units  Estimated Accuracy
 KP0194;SPC NV E     - 8,514,390.      170,950.      MT  (+/- 180 meters Scaled)
 KP0194
 KP0194                          SUPERSEDED SURVEY CONTROL
 KP0194
 KP0194  NGVD 29 (??/??/92) 1957.416  (m)         6421.96   (f) ADJ UNCH    2 0
 KP0194
 KP0194.Superseded values are not recommended for survey control.
 KP0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0194.See file dsdata.txt to determine how the superseded data were derived.
 KP0194
 KP0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND929600(NAD 83)
 KP0194_MARKER: DB = BENCH MARK DISK
 KP0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KP0194_STAMPING: N 64 1934
 KP0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KP0194+STABILITY: SURFACE MOTION
 KP0194
 KP0194  HISTORY     - Date     Condition        Report By
 KP0194  HISTORY     - 1934     MONUMENTED       CGS
 KP0194  HISTORY     - 20010604 POOR             NVGS
 KP0194
 KP0194                          STATION DESCRIPTION
 KP0194
 KP0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KP0194'9.6 MI S FROM EUREKA.
 KP0194'9.6 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT EUREKA,
 KP0194'EUREKA COUNTY, AT THE JUNCTION OF U. S. HIGHWAY 50, 53 FEET EAST OF
 KP0194'THE CENTERLINE OF STATE HIGHWAY 20, AND 117 FEET EAST OF A STATE
 KP0194'HIGHWAY RIGHT-OF-WAY MARKER.  A STANDARD DISK, STAMPED N 64 1934 AND
 KP0194'SET IN THE TOP OF A CONCRETE POST.
 KP0194
 KP0194                          STATION RECOVERY (2001)
 KP0194
 KP0194'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (PEY)
 KP0194'CONCRETE IS CHIPPING AND CRACKING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1729 ***********************************************************************
 GR1729  DESIGNATION -  N 64
 GR1729  PID         -  GR1729
 GR1729  STATE/COUNTY-  NV/CLARK
 GR1729  USGS QUAD   -  LIME WASH (1983)
 GR1729
 GR1729                         *CURRENT SURVEY CONTROL
 GR1729  ___________________________________________________________________
 GR1729* NAD 83(1994)-  36 21 39.71865(N)    114 21 51.79301(W)     ADJUSTED  
 GR1729* NAVD 88     -       389.6    (meters)    1278.     (feet)  VERTCON   
 GR1729  ___________________________________________________________________
 GR1729  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 GR1729  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GR1729
 GR1729  HORZ ORDER  -  THIRD
 GR1729
 GR1729.The horizontal coordinates were established by classical geodetic methods
 GR1729.and adjusted by the National Geodetic Survey in June 1998..
 GR1729
 GR1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1729
 GR1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1729
 GR1729.The geoid height was determined by GEOID03.
 GR1729
 GR1729;                    North         East     Units Scale Factor Converg.
 GR1729;SPC NV E     - 8,179,417.487   309,393.106   MT  1.00004740   +0 43 21.9
 GR1729;SPC NV E     -26,835,305.54  1,015,067.22   sFT  1.00004740   +0 43 21.9
 GR1729;UTM  11      - 4,027,219.460   736,479.091   MT  1.00028907   +1 33 47.9
 GR1729
 GR1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1729!SPC NV E     -   0.99994316  x   1.00004740  =   0.99999056
 GR1729!UTM  11      -   0.99994316  x   1.00028907  =   1.00023221
 GR1729
 GR1729:                Primary Azimuth Mark                     Grid Az
 GR1729:SPC NV E     -  N 62                                     194 12 36.7
 GR1729:UTM  11      -  N 62                                     193 22 10.7
 GR1729
 GR1729|---------------------------------------------------------------------|
 GR1729| PID    Reference Object                     Distance      Geod. Az  |
 GR1729|                                                           dddmmss.s |
 GR1729| GR1727 N 62                                APPROX. 3.5 KM 1945558.6 |
 GR1729|---------------------------------------------------------------------|
 GR1729
 GR1729                          SUPERSEDED SURVEY CONTROL
 GR1729
 GR1729  NAD 83(1994)-  36 21 39.71885(N)    114 21 51.79271(W) AD(       ) 3
 GR1729  NAD 83(1992)-  36 21 39.71885(N)    114 21 51.79291(W) AD(       ) 3
 GR1729  NAD 83(1986)-  36 21 39.70704(N)    114 21 51.77904(W) AD(       ) 3
 GR1729  NGVD 29 (06/27/88)  389.0    (m)         1276.     (f) VERT ANG       
 GR1729
 GR1729.Superseded values are not recommended for survey control.
 GR1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1729.See file dsdata.txt to determine how the superseded data were derived.
 GR1729
 GR1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3647927219(NAD 83)
 GR1729_MARKER: DS = TRIANGULATION STATION DISK
 GR1729_SETTING: 80 = SET IN A BOULDER
 GR1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1729+STABILITY: SURFACE MOTION
 GR1729
 GR1729  HISTORY     - Date     Condition        Report By
 GR1729  HISTORY     - 1948     MONUMENTED       USGS
 GR1729
 GR1729                          STATION DESCRIPTION
 GR1729
 GR1729'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1729'LOCATED ABOUT 7 MI N. OF MIDDLE OF HERON ISLAND.  ON EAST SIDE OF
 GR1729'VIRGIN ARM, ABOUT 400 FT. E. OF HIGH WATER MARK AT WEST END OF
 GR1729'PROMINENT RIDGE, ABOUT 50 FT. ABOVE HIGH WATER MARK.
 GR1729'
 GR1729'TO REACH NOT GIVEN.
 GR1729'
 GR1729'STATION MARK--STANDARD TABLET STAMPED---N64 1948---, CEMENTED IN
 GR1729'TOP OF BOULDER IN PLACE.
 GR1729'
 GR1729'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0453 ***********************************************************************
 LS0453  DESIGNATION -  N 65
 LS0453  PID         -  LS0453
 LS0453  STATE/COUNTY-  NV/WASHOE
 LS0453  USGS QUAD   -  HILLSIDE SPRING (1981)
 LS0453
 LS0453                         *CURRENT SURVEY CONTROL
 LS0453  ___________________________________________________________________
 LS0453* NAD 83(1986)-  40 56 56.     (N)    119 40 46.     (W)     SCALED    
 LS0453* NAVD 88     -      1539.385  (meters)    5050.47   (feet)  ADJUSTED  
 LS0453  ___________________________________________________________________
 LS0453  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 LS0453  DYNAMIC HT  -        1538.173 (meters)    5046.49  (feet)  COMP
 LS0453  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 LS0453
 LS0453  VERT ORDER  -  SECOND    CLASS 0
 LS0453
 LS0453.The horizontal coordinates were scaled from a topographic map and have
 LS0453.an estimated accuracy of +/- 6 seconds.
 LS0453
 LS0453.The orthometric height was determined by differential leveling
 LS0453.and adjusted by the National Geodetic Survey in June 1991..
 LS0453
 LS0453.The geoid height was determined by GEOID03.
 LS0453
 LS0453.The dynamic height is computed by dividing the NAVD 88
 LS0453.geopotential number by the normal gravity value computed on the
 LS0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0453.degrees latitude (g = 980.6199 gals.).
 LS0453
 LS0453.The modeled gravity was interpolated from observed gravity values.
 LS0453
 LS0453;                    North         East    Units  Estimated Accuracy
 LS0453;SPC NV W     - 4,688,550.      707,720.      MT  (+/- 180 meters Scaled)
 LS0453
 LS0453                          SUPERSEDED SURVEY CONTROL
 LS0453
 LS0453  NGVD 29 (??/??/92) 1538.268  (m)         5046.80   (f) ADJ UNCH    2 0
 LS0453
 LS0453.Superseded values are not recommended for survey control.
 LS0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0453.See file dsdata.txt to determine how the superseded data were derived.
 LS0453
 LS0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF744365(NAD 83)
 LS0453_MARKER: DB = BENCH MARK DISK
 LS0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0453_STAMPING: N 65 1934
 LS0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0453+STABILITY: SURFACE MOTION
 LS0453
 LS0453  HISTORY     - Date     Condition        Report By
 LS0453  HISTORY     - 1934     MONUMENTED       CGS
 LS0453  HISTORY     - 1975     MARK NOT FOUND   USGS
 LS0453
 LS0453                          STATION DESCRIPTION
 LS0453
 LS0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0453'30.0 MI NW FROM GERLACH.
 LS0453'30.0 MILES NORTHWEST OF GERLACH W.P. RR. STATION 50 FEET SOUTHWEST OF
 LS0453'CENTERLINE OF EAGLEVILLE-GERLACH ROAD.  42 FEET SOUTH OF ROAD TO
 LS0453'GRAVEL PIT.
 LS0453
 LS0453                          STATION RECOVERY (1975)
 LS0453
 LS0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LS0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1730 ***********************************************************************
 GR1730  DESIGNATION -  N 65
 GR1730  PID         -  GR1730
 GR1730  STATE/COUNTY-  NV/CLARK
 GR1730  USGS QUAD   -  ECHO BAY (1983)
 GR1730
 GR1730                         *CURRENT SURVEY CONTROL
 GR1730  ___________________________________________________________________
 GR1730* NAD 83(1994)-  36 22 09.19905(N)    114 24 29.92665(W)     ADJUSTED  
 GR1730* NAVD 88     -       377.6    (meters)    1239.     (feet)  VERTCON   
 GR1730  ___________________________________________________________________
 GR1730  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 GR1730  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GR1730
 GR1730  HORZ ORDER  -  THIRD
 GR1730
 GR1730.The horizontal coordinates were established by classical geodetic methods
 GR1730.and adjusted by the National Geodetic Survey in June 1998..
 GR1730
 GR1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1730
 GR1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1730
 GR1730.The geoid height was determined by GEOID03.
 GR1730
 GR1730;                    North         East     Units Scale Factor Converg.
 GR1730;SPC NV E     - 8,180,277.316   305,439.791   MT  1.00003693   +0 41 48.6
 GR1730;SPC NV E     -26,838,126.49  1,002,097.05   sFT  1.00003693   +0 41 48.6
 GR1730;UTM  11      - 4,028,021.387   732,512.654   MT  1.00026614   +1 32 15.1
 GR1730
 GR1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1730!SPC NV E     -   0.99994506  x   1.00003693  =   0.99998199
 GR1730!UTM  11      -   0.99994506  x   1.00026614  =   1.00021118
 GR1730
 GR1730:                Primary Azimuth Mark                     Grid Az
 GR1730:SPC NV E     -  N 61                                     192 00 11.5
 GR1730:UTM  11      -  N 61                                     191 09 45.0
 GR1730
 GR1730|---------------------------------------------------------------------|
 GR1730| PID    Reference Object                     Distance      Geod. Az  |
 GR1730|                                                           dddmmss.s |
 GR1730| GR1726 N 61                                APPROX. 3.8 KM 1924200.1 |
 GR1730|---------------------------------------------------------------------|
 GR1730
 GR1730                          SUPERSEDED SURVEY CONTROL
 GR1730
 GR1730  NAD 83(1994)-  36 22 09.19934(N)    114 24 29.92632(W) AD(       ) 3
 GR1730  NAD 83(1992)-  36 22 09.19927(N)    114 24 29.92657(W) AD(       ) 3
 GR1730  NAD 83(1986)-  36 22 09.18908(N)    114 24 29.91382(W) AD(       ) 3
 GR1730  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GR1730
 GR1730.Superseded values are not recommended for survey control.
 GR1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1730.See file dsdata.txt to determine how the superseded data were derived.
 GR1730
 GR1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3251328021(NAD 83)
 GR1730_MARKER: DS = TRIANGULATION STATION DISK
 GR1730_SETTING: 80 = SET IN A BOULDER
 GR1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1730+STABILITY: SURFACE MOTION
 GR1730
 GR1730  HISTORY     - Date     Condition        Report By
 GR1730  HISTORY     - 1948     MONUMENTED       USGS
 GR1730
 GR1730                          STATION DESCRIPTION
 GR1730
 GR1730'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1730'LOCATED ABOUT 7.2 MI N. OF MIDDLE OF HERON ISLAND.  ON WEST SIDE
 GR1730'OF VIRGIN ARM, ABOUT 30 FT. W. OF HIGH WATER MARK AT EAST END OF
 GR1730'LOW, BROAD RIDGE, ABOUT EVEN WITH HIGH WATER MARK.
 GR1730'
 GR1730'TO REACH NOT GIVEN.
 GR1730'
 GR1730'STATION MARK--STANDARD TABLET STAMPED---N65 1948---, CEMENTED IN
 GR1730'TOP OF BOULDER IN PLACE.
 GR1730'
 GR1730'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0149 ***********************************************************************
 MV0149  DESIGNATION -  N 66
 MV0149  PID         -  MV0149
 MV0149  STATE/COUNTY-  NV/WASHOE
 MV0149  USGS QUAD   -  HIGH ROCK LAKE (1980)
 MV0149
 MV0149                         *CURRENT SURVEY CONTROL
 MV0149  ___________________________________________________________________
 MV0149* NAD 83(1986)-  41 21 09.     (N)    119 21 49.     (W)     SCALED    
 MV0149* NAVD 88     -      1528.748  (meters)    5015.57   (feet)  ADJUSTED  
 MV0149  ___________________________________________________________________
 MV0149  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 MV0149  DYNAMIC HT  -        1527.515 (meters)    5011.52  (feet)  COMP
 MV0149  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 MV0149
 MV0149  VERT ORDER  -  SECOND    CLASS 0
 MV0149
 MV0149.The horizontal coordinates were scaled from a topographic map and have
 MV0149.an estimated accuracy of +/- 6 seconds.
 MV0149
 MV0149.The orthometric height was determined by differential leveling
 MV0149.and adjusted by the National Geodetic Survey in June 1991..
 MV0149
 MV0149.The geoid height was determined by GEOID03.
 MV0149
 MV0149.The dynamic height is computed by dividing the NAVD 88
 MV0149.geopotential number by the normal gravity value computed on the
 MV0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0149.degrees latitude (g = 980.6199 gals.).
 MV0149
 MV0149.The modeled gravity was interpolated from observed gravity values.
 MV0149
 MV0149;                    North         East    Units  Estimated Accuracy
 MV0149;SPC NV W     - 4,733,080.      734,710.      MT  (+/- 180 meters Scaled)
 MV0149
 MV0149                          SUPERSEDED SURVEY CONTROL
 MV0149
 MV0149  NGVD 29 (??/??/92) 1527.525  (m)         5011.55   (f) ADJ UNCH    2 0
 MV0149
 MV0149.Superseded values are not recommended for survey control.
 MV0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0149.See file dsdata.txt to determine how the superseded data were derived.
 MV0149
 MV0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF022805(NAD 83)
 MV0149_MARKER: DB = BENCH MARK DISK
 MV0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0149_STAMPING: N 66 1934
 MV0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0149+STABILITY: SURFACE MOTION
 MV0149
 MV0149  HISTORY     - Date     Condition        Report By
 MV0149  HISTORY     - 1934     MONUMENTED       CGS
 MV0149  HISTORY     - 1974     GOOD             USGS
 MV0149
 MV0149                          STATION DESCRIPTION
 MV0149
 MV0149'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 MV0149'16.5 MI NW FROM SOLDIER MEADOWS RANCH.
 MV0149'1.4 MILES SOUTH FROM SOLDIER MEADOWS RANCH ALONG THE ROAD JUST WEST OF
 MV0149'RUNWAY TO A GATE IN FENCE, THENCE 9.2 MILES SOUTHWEST ALONG THE HIGH
 MV0149'ROCK LAKE ROAD TO A CURVE TURNING NORTHWEST, THENCE 5.9 MILES NORTWEST
 MV0149'ALONG THE HIGH ROCK CANYON ROAD, AT THE NORTH END OF A NARROW CANYON,
 MV0149'80 FEET WEST OF THE CROSSING OF THE CREEKBED, 35 FEET NORTH OF A ROCKY
 MV0149'VERTICAL BLUFF.  A STANDARD C AND GS DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1731 ***********************************************************************
 GR1731  DESIGNATION -  N 66
 GR1731  PID         -  GR1731
 GR1731  STATE/COUNTY-  NV/CLARK
 GR1731  USGS QUAD   -  VALLEY OF FIRE EAST (1984)
 GR1731
 GR1731                         *CURRENT SURVEY CONTROL
 GR1731  ___________________________________________________________________
 GR1731* NAD 83(1994)-  36 22 45.75275(N)    114 23 54.79291(W)     ADJUSTED  
 GR1731* NAVD 88     -       372.6    (meters)    1222.     (feet)  VERTCON   
 GR1731  ___________________________________________________________________
 GR1731  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 GR1731  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 GR1731
 GR1731  HORZ ORDER  -  THIRD
 GR1731
 GR1731.The horizontal coordinates were established by classical geodetic methods
 GR1731.and adjusted by the National Geodetic Survey in June 1998..
 GR1731
 GR1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1731
 GR1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1731
 GR1731.The geoid height was determined by GEOID03.
 GR1731
 GR1731;                    North         East     Units Scale Factor Converg.
 GR1731;SPC NV E     - 8,181,414.699   306,301.761   MT  1.00003918   +0 42 10.1
 GR1731;SPC NV E     -26,841,858.06  1,004,925.03   sFT  1.00003918   +0 42 10.1
 GR1731;UTM  11      - 4,029,171.560   733,358.035   MT  1.00027099   +1 32 37.3
 GR1731
 GR1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1731!SPC NV E     -   0.99994584  x   1.00003918  =   0.99998502
 GR1731!UTM  11      -   0.99994584  x   1.00027099  =   1.00021682
 GR1731
 GR1731                          SUPERSEDED SURVEY CONTROL
 GR1731
 GR1731  NAD 83(1994)-  36 22 45.75301(N)    114 23 54.79255(W) AD(       ) 3
 GR1731  NAD 83(1992)-  36 22 45.75297(N)    114 23 54.79281(W) AD(       ) 3
 GR1731  NAD 83(1986)-  36 22 45.74287(N)    114 23 54.77927(W) AD(       ) 3
 GR1731  NGVD 29 (06/27/88)  372.0    (m)         1220.     (f) VERT ANG       
 GR1731
 GR1731.Superseded values are not recommended for survey control.
 GR1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1731.See file dsdata.txt to determine how the superseded data were derived.
 GR1731
 GR1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3335829172(NAD 83)
 GR1731_MARKER: DS = TRIANGULATION STATION DISK
 GR1731_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1731_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1731
 GR1731  HISTORY     - Date     Condition        Report By
 GR1731  HISTORY     - 1948     MONUMENTED       USGS
 GR1731
 GR1731                          STATION DESCRIPTION
 GR1731
 GR1731'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1731'NOT OCCUPIED.
 GR1731'
 GR1731'LOCATED ABOUT 8 MI N. OF MIDDLE OF HERON ISLAND.  ON WEST SIDE OF
 GR1731'VIRGIN ARM, ON EXTREME NORTHEASTERN EDGE OF LOW, GENTLY SLOPING
 GR1731'AREA, AT LEVEL OF HIGH WATER MARK.
 GR1731'
 GR1731'STATION MARK--STANDARD TABLET STAMPED---N66 1948---, WELDED TO
 GR1731'2-INCH IRON PIPE PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0047 ***********************************************************************
 MV0047  DESIGNATION -  N 67
 MV0047  PID         -  MV0047
 MV0047  STATE/COUNTY-  NV/HUMBOLDT
 MV0047  USGS QUAD   -  BOG HOT SPRING (1990)
 MV0047
 MV0047                         *CURRENT SURVEY CONTROL
 MV0047  ___________________________________________________________________
 MV0047* NAD 83(1986)-  41 53 29.     (N)    118 50 59.     (W)     SCALED    
 MV0047* NAVD 88     -      1307.922  (meters)    4291.07   (feet)  ADJUSTED  
 MV0047  ___________________________________________________________________
 MV0047  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 MV0047  DYNAMIC HT  -        1307.031 (meters)    4288.15  (feet)  COMP
 MV0047  MODELED GRAV-     979,896.2   (mgal)                       NAVD 88
 MV0047
 MV0047  VERT ORDER  -  FIRST     CLASS II
 MV0047
 MV0047.The horizontal coordinates were scaled from a topographic map and have
 MV0047.an estimated accuracy of +/- 6 seconds.
 MV0047
 MV0047.The orthometric height was determined by differential leveling
 MV0047.and adjusted by the National Geodetic Survey in June 1991..
 MV0047
 MV0047.The geoid height was determined by GEOID03.
 MV0047
 MV0047.The dynamic height is computed by dividing the NAVD 88
 MV0047.geopotential number by the normal gravity value computed on the
 MV0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0047.degrees latitude (g = 980.6199 gals.).
 MV0047
 MV0047.The modeled gravity was interpolated from observed gravity values.
 MV0047
 MV0047;                    North         East    Units  Estimated Accuracy
 MV0047;SPC NV W     - 4,792,670.      777,890.      MT  (+/- 180 meters Scaled)
 MV0047
 MV0047                          SUPERSEDED SURVEY CONTROL
 MV0047
 MV0047  NGVD 29 (??/??/92) 1306.772  (m)         4287.30   (f) ADJ UNCH    1 2
 MV0047
 MV0047.Superseded values are not recommended for survey control.
 MV0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0047.See file dsdata.txt to determine how the superseded data were derived.
 MV0047
 MV0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG465393(NAD 83)
 MV0047_MARKER: DB = BENCH MARK DISK
 MV0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0047_STAMPING: N 67 1934
 MV0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0047+STABILITY: SURFACE MOTION
 MV0047
 MV0047  HISTORY     - Date     Condition        Report By
 MV0047  HISTORY     - 1934     MONUMENTED       CGS
 MV0047
 MV0047                          STATION DESCRIPTION
 MV0047
 MV0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0047'18.0 MI SW FROM DENIO.
 MV0047'DENIO, HUMBOLDT COUNTY, NEVADA, 3.0 MILES SOUTH OF, THENCE 15.0 MILES
 MV0047'WEST ALONG STATE HIGHWAY 8A, 147 FEET NORTHEAST OF THE CENTERLINE OF
 MV0047'HIGHWAY 8A, 30 FEET NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY. A
 MV0047'STANDARD DISK, STAMPED N 67 1934 AND SET IN THE TOP OF A CONCRETE
 MV0047'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1732 ***********************************************************************
 GR1732  DESIGNATION -  N 67
 GR1732  PID         -  GR1732
 GR1732  STATE/COUNTY-  NV/CLARK
 GR1732  USGS QUAD   -  OVERTON BEACH (1983)
 GR1732
 GR1732                         *CURRENT SURVEY CONTROL
 GR1732  ___________________________________________________________________
 GR1732* NAD 83(1994)-  36 22 46.20547(N)    114 20 57.94670(W)     ADJUSTED  
 GR1732* NAVD 88     -       402.6    (meters)    1321.     (feet)  VERTCON   
 GR1732  ___________________________________________________________________
 GR1732  LAPLACE CORR-           6.97  (seconds)                    DEFLEC99
 GR1732  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 GR1732
 GR1732  HORZ ORDER  -  THIRD
 GR1732
 GR1732.The horizontal coordinates were established by classical geodetic methods
 GR1732.and adjusted by the National Geodetic Survey in June 1998..
 GR1732
 GR1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1732
 GR1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1732
 GR1732.The geoid height was determined by GEOID03.
 GR1732
 GR1732;                    North         East     Units Scale Factor Converg.
 GR1732;SPC NV E     - 8,181,483.842   310,709.321   MT  1.00005096   +0 43 55.0
 GR1732;SPC NV E     -26,842,084.90  1,019,385.50   sFT  1.00005096   +0 43 55.0
 GR1732;UTM  11      - 4,029,305.415   737,765.158   MT  1.00029658   +1 34 22.3
 GR1732
 GR1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1732!SPC NV E     -   0.99994112  x   1.00005096  =   0.99999207
 GR1732!UTM  11      -   0.99994112  x   1.00029658  =   1.00023768
 GR1732
 GR1732:                Primary Azimuth Mark                     Grid Az
 GR1732:SPC NV E     -  N 64                                     212 29 45.3
 GR1732:UTM  11      -  N 64                                     211 39 18.0
 GR1732
 GR1732|---------------------------------------------------------------------|
 GR1732| PID    Reference Object                     Distance      Geod. Az  |
 GR1732|                                                           dddmmss.s |
 GR1732| GR1729 N 64                                APPROX. 2.4 KM 2131340.3 |
 GR1732|---------------------------------------------------------------------|
 GR1732
 GR1732                          SUPERSEDED SURVEY CONTROL
 GR1732
 GR1732  NAD 83(1994)-  36 22 46.20563(N)    114 20 57.94635(W) AD(       ) 3
 GR1732  NAD 83(1992)-  36 22 46.20568(N)    114 20 57.94659(W) AD(       ) 3
 GR1732  NAD 83(1986)-  36 22 46.19427(N)    114 20 57.93112(W) AD(       ) 3
 GR1732  NGVD 29 (06/27/88)  402.0    (m)         1319.     (f) VERT ANG       
 GR1732
 GR1732.Superseded values are not recommended for survey control.
 GR1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1732.See file dsdata.txt to determine how the superseded data were derived.
 GR1732
 GR1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3776529305(NAD 83)
 GR1732_MARKER: DS = TRIANGULATION STATION DISK
 GR1732_SETTING: 80 = SET IN A BOULDER
 GR1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1732+STABILITY: SURFACE MOTION
 GR1732
 GR1732  HISTORY     - Date     Condition        Report By
 GR1732  HISTORY     - 1948     MONUMENTED       USGS
 GR1732
 GR1732                          STATION DESCRIPTION
 GR1732
 GR1732'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1732'LOCATED ABOUT 4.3 MI S. OF OVERTON BOAT DOCK.  ON EAST SIDE OF
 GR1732'VIRGIN ARM, ON SMALL TOP ABOUT 80 FT. S. OF HIGH WATER MARK AT
 GR1732'NORTH END OF NARROW RIDGE, ABOUT 20 FT. ABOVE HIGH WATER MARK.
 GR1732'
 GR1732'TO REACH NOT GIVEN.
 GR1732'
 GR1732'STATION MARK--STANDARD TABLET STAMPED---N67 1948---, CEMENTED IN
 GR1732'TOP OF BOULDER SET IN PLACE.
 GR1732'
 GR1732'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0069 ***********************************************************************
 MV0069  DESIGNATION -  N 68
 MV0069  PID         -  MV0069
 MV0069  STATE/COUNTY-  NV/HUMBOLDT
 MV0069  USGS QUAD   -  NEW YORK PEAK (1990)
 MV0069
 MV0069                         *CURRENT SURVEY CONTROL
 MV0069  ___________________________________________________________________
 MV0069* NAD 83(1986)-  41 32 34.     (N)    118 49 59.     (W)     SCALED    
 MV0069* NAVD 88     -      1613.296  (meters)    5292.96   (feet)  ADJUSTED  
 MV0069  ___________________________________________________________________
 MV0069  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 MV0069  DYNAMIC HT  -        1612.108 (meters)    5289.06  (feet)  COMP
 MV0069  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 MV0069
 MV0069  VERT ORDER  -  SECOND    CLASS 0
 MV0069
 MV0069.The horizontal coordinates were scaled from a topographic map and have
 MV0069.an estimated accuracy of +/- 6 seconds.
 MV0069
 MV0069.The orthometric height was determined by differential leveling
 MV0069.and adjusted by the National Geodetic Survey in June 1991..
 MV0069
 MV0069.The geoid height was determined by GEOID03.
 MV0069
 MV0069.The dynamic height is computed by dividing the NAVD 88
 MV0069.geopotential number by the normal gravity value computed on the
 MV0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MV0069.degrees latitude (g = 980.6199 gals.).
 MV0069
 MV0069.The modeled gravity was interpolated from observed gravity values.
 MV0069
 MV0069;                    North         East    Units  Estimated Accuracy
 MV0069;SPC NV W     - 4,753,950.      779,170.      MT  (+/- 180 meters Scaled)
 MV0069
 MV0069                          SUPERSEDED SURVEY CONTROL
 MV0069
 MV0069  NGVD 29 (??/??/92) 1612.179  (m)         5289.29   (f) ADJ UNCH    2 0
 MV0069
 MV0069.Superseded values are not recommended for survey control.
 MV0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0069.See file dsdata.txt to determine how the superseded data were derived.
 MV0069
 MV0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG471006(NAD 83)
 MV0069_MARKER: DB = BENCH MARK DISK
 MV0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MV0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MV0069_STAMPING: N 68 1934
 MV0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MV0069+STABILITY: SURFACE MOTION
 MV0069
 MV0069  HISTORY     - Date     Condition        Report By
 MV0069  HISTORY     - 1934     MONUMENTED       CGS
 MV0069  HISTORY     - 1968     GOOD             USGS
 MV0069
 MV0069                          STATION DESCRIPTION
 MV0069
 MV0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MV0069'7.9 MI NW FROM LEONARD CREEK RANCH.
 MV0069'7.9 MILES NORTHWEST ALONG THE ROAD LEADING TO DENIO, OREGON, FROM THE
 MV0069'SCHOOLHOUSE AT LEONARD CREEK RANCH, HUMBOLDT COUNTY, AT THE TOP OF THE
 MV0069'SUMMIT BETWEEN THE COVE RANCH AND MRS. PEARLS MINE, AND 25 FEET
 MV0069'SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED N
 MV0069'68 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MV0069
 MV0069                          STATION RECOVERY (1968)
 MV0069
 MV0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MV0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1733 ***********************************************************************
 GR1733  DESIGNATION -  N 68
 GR1733  PID         -  GR1733
 GR1733  STATE/COUNTY-  NV/CLARK
 GR1733  USGS QUAD   -  VALLEY OF FIRE EAST (1984)
 GR1733
 GR1733                         *CURRENT SURVEY CONTROL
 GR1733  ___________________________________________________________________
 GR1733* NAD 83(1994)-  36 23 40.82067(N)    114 23 36.59712(W)     ADJUSTED  
 GR1733* NAVD 88     -       420.6    (meters)    1380.     (feet)  VERTCON   
 GR1733  ___________________________________________________________________
 GR1733  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 GR1733  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 GR1733
 GR1733  HORZ ORDER  -  THIRD
 GR1733
 GR1733.The horizontal coordinates were established by classical geodetic methods
 GR1733.and adjusted by the National Geodetic Survey in June 1998..
 GR1733
 GR1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1733
 GR1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1733
 GR1733.The geoid height was determined by GEOID03.
 GR1733
 GR1733;                    North         East     Units Scale Factor Converg.
 GR1733;SPC NV E     - 8,183,117.624   306,734.361   MT  1.00004032   +0 42 21.8
 GR1733;SPC NV E     -26,847,445.07  1,006,344.32   sFT  1.00004032   +0 42 21.8
 GR1733;UTM  11      - 4,030,881.049   733,765.687   MT  1.00027334   +1 32 50.1
 GR1733
 GR1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1733!SPC NV E     -   0.99993831  x   1.00004032  =   0.99997862
 GR1733!UTM  11      -   0.99993831  x   1.00027334  =   1.00021163
 GR1733
 GR1733:                Primary Azimuth Mark                     Grid Az
 GR1733:SPC NV E     -  N 66                                     194 15 12.2
 GR1733:UTM  11      -  N 66                                     193 24 43.9
 GR1733
 GR1733|---------------------------------------------------------------------|
 GR1733| PID    Reference Object                     Distance      Geod. Az  |
 GR1733|                                                           dddmmss.s |
 GR1733| GR1731 N 66                                APPROX. 1.8 KM 1945734.0 |
 GR1733|---------------------------------------------------------------------|
 GR1733
 GR1733                          SUPERSEDED SURVEY CONTROL
 GR1733
 GR1733  NAD 83(1994)-  36 23 40.82092(N)    114 23 36.59670(W) AD(       ) 3
 GR1733  NAD 83(1992)-  36 23 40.82089(N)    114 23 36.59700(W) AD(       ) 3
 GR1733  NAD 83(1986)-  36 23 40.81122(N)    114 23 36.58268(W) AD(       ) 3
 GR1733  NGVD 29 (06/27/88)  420.0    (m)         1378.     (f) VERT ANG       
 GR1733
 GR1733.Superseded values are not recommended for survey control.
 GR1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1733.See file dsdata.txt to determine how the superseded data were derived.
 GR1733
 GR1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3376630881(NAD 83)
 GR1733_MARKER: DS = TRIANGULATION STATION DISK
 GR1733_SETTING: 80 = SET IN A BOULDER
 GR1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1733+STABILITY: SURFACE MOTION
 GR1733
 GR1733  HISTORY     - Date     Condition        Report By
 GR1733  HISTORY     - 1948     MONUMENTED       USGS
 GR1733
 GR1733                          STATION DESCRIPTION
 GR1733
 GR1733'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1733'LOCATED ABOUT 4 MI S. OF OVERTON BOAT DOCK.  ON WEST SIDE OF
 GR1733'VIRGIN ARM, ABOUT 700 FT. SE. OF HIGHEST POINT OF HIGH, ISOLATED
 GR1733'RIDGE, ABOUT 10 FT. SW. OF CREST OF RIDGE, ABOUT 180 FT. ABOVE
 GR1733'HIGH WATER MARK.
 GR1733'
 GR1733'TO REACH NOT GIVEN.
 GR1733'
 GR1733'STATION MARK--STANDARD TABLET STAMPED---N68 1948---, CEMENTED IN
 GR1733'TOP OF BOULDER IN PLACE.
 GR1733'
 GR1733'RMS--NONE SET.
 GR1733'
 GR1733'NOTE--FAIRCHILD STATION, 2 X 2 INCH STAKE, DESIGNATED AS V43,
 GR1733'17.10 FT. NNW. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0402 ***********************************************************************
 LS0402  DESIGNATION -  N 69
 LS0402  PID         -  LS0402
 LS0402  STATE/COUNTY-  NV/PERSHING
 LS0402  USGS QUAD   -  TREGO (1980)
 LS0402
 LS0402                         *CURRENT SURVEY CONTROL
 LS0402  ___________________________________________________________________
 LS0402* NAD 83(1986)-  40 51 23.     (N)    119 10 49.     (W)     SCALED    
 LS0402* NAVD 88     -      1191.118  (meters)    3907.86   (feet)  ADJUSTED  
 LS0402  ___________________________________________________________________
 LS0402  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 LS0402  DYNAMIC HT  -        1190.260 (meters)    3905.04  (feet)  COMP
 LS0402  MODELED GRAV-     979,862.5   (mgal)                       NAVD 88
 LS0402
 LS0402  VERT ORDER  -  SECOND    CLASS 0
 LS0402
 LS0402.The horizontal coordinates were scaled from a topographic map and have
 LS0402.an estimated accuracy of +/- 6 seconds.
 LS0402
 LS0402.The orthometric height was determined by differential leveling
 LS0402.and adjusted by the National Geodetic Survey in June 1991..
 LS0402
 LS0402.The geoid height was determined by GEOID03.
 LS0402
 LS0402.The dynamic height is computed by dividing the NAVD 88
 LS0402.geopotential number by the normal gravity value computed on the
 LS0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0402.degrees latitude (g = 980.6199 gals.).
 LS0402
 LS0402.The modeled gravity was interpolated from observed gravity values.
 LS0402
 LS0402;                    North         East    Units  Estimated Accuracy
 LS0402;SPC NV W     - 4,677,870.      749,670.      MT  (+/- 180 meters Scaled)
 LS0402
 LS0402                          SUPERSEDED SURVEY CONTROL
 LS0402
 LS0402  NGVD 29 (??/??/92) 1190.160  (m)         3904.72   (f) ADJ UNCH    2 0
 LS0402
 LS0402.Superseded values are not recommended for survey control.
 LS0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0402.See file dsdata.txt to determine how the superseded data were derived.
 LS0402
 LS0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF162251(NAD 83)
 LS0402_MARKER: DB = BENCH MARK DISK
 LS0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0402_STAMPING: N 69 1934
 LS0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0402+STABILITY: SURFACE MOTION
 LS0402
 LS0402  HISTORY     - Date     Condition        Report By
 LS0402  HISTORY     - 1934     MONUMENTED       CGS
 LS0402  HISTORY     - 1969     GOOD             NGS
 LS0402  HISTORY     - 1975     GOOD             USGS
 LS0402
 LS0402                          STATION DESCRIPTION
 LS0402
 LS0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0402'16.9 MI NE FROM GERLACH.
 LS0402'16.9 MILES NORTHEAST OF WESTERN PACIFIC RR STATION 25 FEET NORTHWEST
 LS0402'OF CENTERLINE OF ROAD TO SOLDIER MEADOWS.
 LS0402
 LS0402                          STATION RECOVERY (1969)
 LS0402
 LS0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LS0402'RECOVERED IN GOOD CONDITION.
 LS0402
 LS0402                          STATION RECOVERY (1975)
 LS0402
 LS0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LS0402'NEW TO REACH-- IN PERSHING COUNTY, 16.9 MILES NORTHEAST ALONG THE
 LS0402'ROAD LEADING TO SOLDIER MEADOWS RANCH FROM THE WESTERN PACIFIC
 LS0402'RAILROAD STATION AT GERLACH, WASHOE COUNTY, AND 15 FEET EAST OF THE
 LS0402'CENTERLINE OF THE ROAD. A STANDARD DISK, STAMPED N 69 1934 AND SET IN
 LS0402'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1734 ***********************************************************************
 GR1734  DESIGNATION -  N 69
 GR1734  PID         -  GR1734
 GR1734  STATE/COUNTY-  NV/CLARK
 GR1734  USGS QUAD   -  VALLEY OF FIRE EAST (1984)
 GR1734
 GR1734                         *CURRENT SURVEY CONTROL
 GR1734  ___________________________________________________________________
 GR1734* NAD 83(1994)-  36 23 33.80030(N)    114 22 37.16681(W)     ADJUSTED  
 GR1734* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1734  ___________________________________________________________________
 GR1734  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 GR1734  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GR1734
 GR1734  HORZ ORDER  -  THIRD
 GR1734
 GR1734.The horizontal coordinates were established by classical geodetic methods
 GR1734.and adjusted by the National Geodetic Survey in June 1998..
 GR1734
 GR1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1734
 GR1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1734
 GR1734.The geoid height was determined by GEOID03.
 GR1734
 GR1734;                    North         East     Units Scale Factor Converg.
 GR1734;SPC NV E     - 8,182,919.612   308,218.021   MT  1.00004425   +0 42 56.9
 GR1734;SPC NV E     -26,846,795.43  1,011,211.96   sFT  1.00004425   +0 42 56.9
 GR1734;UTM  11      - 4,030,704.799   735,252.444   MT  1.00028193   +1 33 25.2
 GR1734
 GR1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1734!SPC NV E     -   0.99994694  x   1.00004425  =   0.99999118
 GR1734!UTM  11      -   0.99994694  x   1.00028193  =   1.00022885
 GR1734
 GR1734                          SUPERSEDED SURVEY CONTROL
 GR1734
 GR1734  NAD 83(1994)-  36 23 33.80051(N)    114 22 37.16640(W) AD(       ) 3
 GR1734  NAD 83(1992)-  36 23 33.80051(N)    114 22 37.16669(W) AD(       ) 3
 GR1734  NAD 83(1986)-  36 23 33.79034(N)    114 22 37.15182(W) AD(       ) 3
 GR1734  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1734
 GR1734.Superseded values are not recommended for survey control.
 GR1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1734.See file dsdata.txt to determine how the superseded data were derived.
 GR1734
 GR1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3525230705(NAD 83)
 GR1734_MARKER: DS = TRIANGULATION STATION DISK
 GR1734_SETTING: 80 = SET IN A BOULDER
 GR1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1734+STABILITY: SURFACE MOTION
 GR1734
 GR1734  HISTORY     - Date     Condition        Report By
 GR1734  HISTORY     - 1948     MONUMENTED       USGS
 GR1734
 GR1734                          STATION DESCRIPTION
 GR1734
 GR1734'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1734'NOT OCCUPIED.
 GR1734'
 GR1734'LOCATED ABOUT 8.9 MI N. OF MIDDLE OF HERON ISLAND.  ON WEST SIDE
 GR1734'OF VIRGIN ARM, ABOUT 75 FT. N. OF HIGH WATER MARK AT SOUTH END
 GR1734'OF LONG, BLACK, ROCK-TOPPED RIDGE WHOSE EAST SIDE FALLS OFF
 GR1734'SHARPLY TOWARD LAKE, ABOUT 20 FT. ABOVE HIGH WATER MARK.
 GR1734'
 GR1734'STATION MARK--STANDARD TABLET STAMPED---N69 1948---, CEMENTED IN
 GR1734'CONGLOMERATE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1735 ***********************************************************************
 GR1735  DESIGNATION -  N 7
 GR1735  PID         -  GR1735
 GR1735  STATE/COUNTY-  NV/CLARK
 GR1735  USGS QUAD   -  GOVERNMENT WASH (1970)
 GR1735
 GR1735                         *CURRENT SURVEY CONTROL
 GR1735  ___________________________________________________________________
 GR1735* NAD 83(1994)-  36 07 32.60679(N)    114 48 19.44954(W)     ADJUSTED  
 GR1735* NAVD 88     -       373.7    (meters)    1226.     (feet)  VERTCON   
 GR1735  ___________________________________________________________________
 GR1735  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 GR1735  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 GR1735
 GR1735  HORZ ORDER  -  THIRD
 GR1735
 GR1735.The horizontal coordinates were established by classical geodetic methods
 GR1735.and adjusted by the National Geodetic Survey in June 1998..
 GR1735
 GR1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1735
 GR1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1735
 GR1735.The geoid height was determined by GEOID03.
 GR1735
 GR1735;                    North         East     Units Scale Factor Converg.
 GR1735;SPC NV E     - 8,152,899.713   270,023.258   MT  0.99996040   +0 27 31.2
 GR1735;SPC NV E     -26,748,305.14    885,901.31   sFT  0.99996040   +0 27 31.2
 GR1735;UTM  11      - 4,000,123.768   697,494.268   MT  1.00008061   +1 17 39.3
 GR1735
 GR1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1735!SPC NV E     -   0.99994576  x   0.99996040  =   0.99990616
 GR1735!UTM  11      -   0.99994576  x   1.00008061  =   1.00002637
 GR1735
 GR1735:                Primary Azimuth Mark                     Grid Az
 GR1735:SPC NV E     -  N 4                                      218 28 28.0
 GR1735:UTM  11      -  N 4                                      217 38 19.9
 GR1735
 GR1735|---------------------------------------------------------------------|
 GR1735| PID    Reference Object                     Distance      Geod. Az  |
 GR1735|                                                           dddmmss.s |
 GR1735| GR1695 N 4                                 APPROX. 3.0 KM 2185559.2 |
 GR1735|---------------------------------------------------------------------|
 GR1735
 GR1735                          SUPERSEDED SURVEY CONTROL
 GR1735
 GR1735  NAD 83(1994)-  36 07 32.60704(N)    114 48 19.44977(W) AD(       ) 3
 GR1735  NAD 83(1992)-  36 07 32.60695(N)    114 48 19.44994(W) AD(       ) 3
 GR1735  NAD 83(1992)-  36 07 32.60688(N)    114 48 19.44975(W) AD(       ) 3
 GR1735  NAD 83(1986)-  36 07 32.59433(N)    114 48 19.43431(W) AD(       ) 3
 GR1735  NGVD 29 (06/27/88)  373.0    (m)         1224.     (f) VERT ANG       
 GR1735
 GR1735.Superseded values are not recommended for survey control.
 GR1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1735.See file dsdata.txt to determine how the superseded data were derived.
 GR1735
 GR1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA9749400124(NAD 83)
 GR1735_MARKER: DS = TRIANGULATION STATION DISK
 GR1735_SETTING: 80 = SET IN A BOULDER
 GR1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1735+STABILITY: SURFACE MOTION
 GR1735
 GR1735  HISTORY     - Date     Condition        Report By
 GR1735  HISTORY     - 1947     MONUMENTED       USGS
 GR1735
 GR1735                          STATION DESCRIPTION
 GR1735
 GR1735'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1735'LOCATED ABOUT 8.6 MI NW. OF HOOVER DAM, ABOUT 3.5 MI E. OF LAS
 GR1735'VEGAS WASH SWIMMING BEACH, ABOUT 3 MI NW. OF BLACK ISLAND.  ON
 GR1735'LONG, LOW, NARROW RIDGE, ABOUT 150 FT. N. OF HIGH WATER MARK AT
 GR1735'CREST OF RIDGE, ABOUT 5 FT. ABOVE HIGH WATER MARK.  SMALL ROCK
 GR1735'CAIRN IS ABOUT 10 FT. N. OF STATION.
 GR1735'
 GR1735'TO REACH NOT GIVEN.
 GR1735'
 GR1735'STATION MARK--STANDARD TABLET STAMPED---N7 1947---, CEMENTED IN TOP
 GR1735'OF BOULDER SET FLUSH WITH GROUND.
 GR1735'
 GR1735'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0379 ***********************************************************************
 LS0379  DESIGNATION -  N 70
 LS0379  PID         -  LS0379
 LS0379  STATE/COUNTY-  NV/WASHOE
 LS0379  USGS QUAD   -  GERLACH (1990)
 LS0379
 LS0379                         *CURRENT SURVEY CONTROL
 LS0379  ___________________________________________________________________
 LS0379* NAD 83(1986)-  40 38 51.     (N)    119 21 41.     (W)     SCALED    
 LS0379* NAVD 88     -      1198.332  (meters)    3931.53   (feet)  ADJUSTED  
 LS0379  ___________________________________________________________________
 LS0379  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 LS0379  DYNAMIC HT  -        1197.411 (meters)    3928.51  (feet)  COMP
 LS0379  MODELED GRAV-     979,815.2   (mgal)                       NAVD 88
 LS0379
 LS0379  VERT ORDER  -  SECOND    CLASS 0
 LS0379
 LS0379.The horizontal coordinates were scaled from a topographic map and have
 LS0379.an estimated accuracy of +/- 6 seconds.
 LS0379
 LS0379.The orthometric height was determined by differential leveling
 LS0379.and adjusted by the National Geodetic Survey in June 1991..
 LS0379
 LS0379.The geoid height was determined by GEOID03.
 LS0379
 LS0379.The dynamic height is computed by dividing the NAVD 88
 LS0379.geopotential number by the normal gravity value computed on the
 LS0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0379.degrees latitude (g = 980.6199 gals.).
 LS0379
 LS0379.The modeled gravity was interpolated from observed gravity values.
 LS0379
 LS0379;                    North         East    Units  Estimated Accuracy
 LS0379;SPC NV W     - 4,654,800.      734,200.      MT  (+/- 180 meters Scaled)
 LS0379
 LS0379                          SUPERSEDED SURVEY CONTROL
 LS0379
 LS0379  NGVD 29 (??/??/92) 1197.335  (m)         3928.26   (f) ADJ UNCH    2 0
 LS0379
 LS0379.Superseded values are not recommended for survey control.
 LS0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0379.See file dsdata.txt to determine how the superseded data were derived.
 LS0379
 LS0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF003023(NAD 83)
 LS0379_MARKER: DB = BENCH MARK DISK
 LS0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0379_STAMPING: N 70 1934
 LS0379_MARK LOGO: CGS   
 LS0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0379+STABILITY: SURFACE MOTION
 LS0379
 LS0379  HISTORY     - Date     Condition        Report By
 LS0379  HISTORY     - 1934     MONUMENTED       CGS
 LS0379  HISTORY     - 1962     GOOD             USGS
 LS0379
 LS0379                          STATION DESCRIPTION
 LS0379
 LS0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0379'0.4 MI W FROM GERLACH.
 LS0379'0.4 MILE WEST OF WESTERN PACIFIC RAILWAY STATION 87 FEET NORTHEAST OF
 LS0379'WESTERN PACIFIC RAILWAY TOOL HOUSE.  40 FEET NORTH OF NEAREST RAIL OF
 LS0379'MAIN TRACK.  8 POLES WEST OF MILE POST 438.
 LS0379
 LS0379                          STATION RECOVERY (1962)
 LS0379
 LS0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LS0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1736 ***********************************************************************
 GR1736  DESIGNATION -  N 70
 GR1736  PID         -  GR1736
 GR1736  STATE/COUNTY-  NV/CLARK
 GR1736  USGS QUAD   -  OVERTON BEACH (1983)
 GR1736
 GR1736                         *CURRENT SURVEY CONTROL
 GR1736  ___________________________________________________________________
 GR1736* NAD 83(1994)-  36 23 49.45866(N)    114 19 44.05276(W)     ADJUSTED  
 GR1736* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1736  ___________________________________________________________________
 GR1736  LAPLACE CORR-           8.03  (seconds)                    DEFLEC99
 GR1736  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GR1736
 GR1736  HORZ ORDER  -  THIRD
 GR1736
 GR1736.The horizontal coordinates were established by classical geodetic methods
 GR1736.and adjusted by the National Geodetic Survey in June 1998..
 GR1736
 GR1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1736
 GR1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1736
 GR1736.The geoid height was determined by GEOID03.
 GR1736
 GR1736;                    North         East     Units Scale Factor Converg.
 GR1736;SPC NV E     - 8,183,457.225   312,525.740   MT  1.00005596   +0 44 39.9
 GR1736;SPC NV E     -26,848,559.25  1,025,344.87   sFT  1.00005596   +0 44 39.9
 GR1736;UTM  11      - 4,031,305.746   739,552.856   MT  1.00030709   +1 35 08.6
 GR1736
 GR1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1736!SPC NV E     -   0.99994691  x   1.00005596  =   1.00000287
 GR1736!UTM  11      -   0.99994691  x   1.00030709  =   1.00025398
 GR1736
 GR1736:                Primary Azimuth Mark                     Grid Az
 GR1736:SPC NV E     -  N 67                                     222 37 41.4
 GR1736:UTM  11      -  N 67                                     221 47 12.7
 GR1736
 GR1736|---------------------------------------------------------------------|
 GR1736| PID    Reference Object                     Distance      Geod. Az  |
 GR1736|                                                           dddmmss.s |
 GR1736| GR1732 N 67                                APPROX. 2.7 KM 2232221.3 |
 GR1736|---------------------------------------------------------------------|
 GR1736
 GR1736                          SUPERSEDED SURVEY CONTROL
 GR1736
 GR1736  NAD 83(1994)-  36 23 49.45877(N)    114 19 44.05237(W) AD(       ) 3
 GR1736  NAD 83(1992)-  36 23 49.45888(N)    114 19 44.05266(W) AD(       ) 3
 GR1736  NAD 83(1986)-  36 23 49.44793(N)    114 19 44.03547(W) AD(       ) 3
 GR1736  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1736
 GR1736.Superseded values are not recommended for survey control.
 GR1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1736.See file dsdata.txt to determine how the superseded data were derived.
 GR1736
 GR1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3955331306(NAD 83)
 GR1736_MARKER: DS = TRIANGULATION STATION DISK
 GR1736_SETTING: 66 = SET IN ROCK OUTCROP
 GR1736_SP_SET: SET IN ROCK OUTCROP
 GR1736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1736+STABILITY: POSITION/ELEVATION WELL
 GR1736
 GR1736  HISTORY     - Date     Condition        Report By
 GR1736  HISTORY     - 1948     MONUMENTED       USGS
 GR1736
 GR1736                          STATION DESCRIPTION
 GR1736
 GR1736'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1736'LOCATED ABOUT 3.6 MI SE. OF OVERTON BOAT DOCK.  ON EAST SIDE OF
 GR1736'VIRGIN ARM, ON TOP OF SMALL, ISOLATED MOUND THAT WOULD BE AN
 GR1736'ISLAND AT HIGH WATER, ABOUT 20 FT. ABOVE HIGH WATER MARK.
 GR1736'
 GR1736'TO REACH NOT GIVEN.
 GR1736'
 GR1736'STATION MARK--STANDARD TABLET STAMPED---N70 1948---, CEMENTED IN
 GR1736'TOP OF ROCK OUTCROP.
 GR1736'
 GR1736'RMS--NONE SET.
 GR1736'
 GR1736'NOTE--FAIRCHILD STATION, NAIL WEDGED IN ROCK, DESIGNATED AS
 GR1736'V49, 14.70 FT. SSE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0441 ***********************************************************************
 LS0441  DESIGNATION -  N 71
 LS0441  PID         -  LS0441
 LS0441  STATE/COUNTY-  NV/WASHOE
 LS0441  USGS QUAD   -  ASTOR PASS (1981)
 LS0441
 LS0441                         *CURRENT SURVEY CONTROL
 LS0441  ___________________________________________________________________
 LS0441* NAD 83(1986)-  40 13 20.     (N)    119 48 59.     (W)     SCALED    
 LS0441* NAVD 88     -      1250.379  (meters)    4102.29   (feet)  POSTED    
 LS0441  ___________________________________________________________________
 LS0441  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 LS0441  DYNAMIC HT  -        1249.400 (meters)    4099.07  (feet)  COMP
 LS0441  MODELED GRAV-     979,796.5   (mgal)                       NAVD 88
 LS0441
 LS0441  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0441
 LS0441.The horizontal coordinates were scaled from a topographic map and have
 LS0441.an estimated accuracy of +/- 6 seconds.
 LS0441
 LS0441.The orthometric height was determined by differential leveling
 LS0441.and adjusted by the National Geodetic Survey in 1992..
 LS0441.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0441.rate of 0.0 thru 1.0 mm/km.
 LS0441
 LS0441.The geoid height was determined by GEOID03.
 LS0441
 LS0441.The dynamic height is computed by dividing the NAVD 88
 LS0441.geopotential number by the normal gravity value computed on the
 LS0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0441.degrees latitude (g = 980.6199 gals.).
 LS0441
 LS0441.The modeled gravity was interpolated from observed gravity values.
 LS0441
 LS0441;                    North         East    Units  Estimated Accuracy
 LS0441;SPC NV W     - 4,608,010.      695,060.      MT  (+/- 180 meters Scaled)
 LS0441
 LS0441                          SUPERSEDED SURVEY CONTROL
 LS0441
 LS0441  NGVD 29 (??/??/92) 1249.372  (m)         4098.98   (f) ADJ UNCH    2 0
 LS0441
 LS0441.Superseded values are not recommended for survey control.
 LS0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0441.See file dsdata.txt to determine how the superseded data were derived.
 LS0441
 LS0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE603562(NAD 83)
 LS0441_MARKER: DB = BENCH MARK DISK
 LS0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0441_STAMPING: N 71 1934
 LS0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0441+STABILITY: SURFACE MOTION
 LS0441
 LS0441  HISTORY     - Date     Condition        Report By
 LS0441  HISTORY     - 1934     MONUMENTED       CGS
 LS0441  HISTORY     - 1945     GOOD             NGS
 LS0441
 LS0441                          STATION DESCRIPTION
 LS0441
 LS0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0441'3.9 MI SW FROM SAND PASS.
 LS0441'3.9 MILE SOUTHWEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION
 LS0441'AT SAND PASS, WASHOE COUNTY, 24 FEET EAST OF MILEPOST 390, AND 36 FEET
 LS0441'NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED N 71 1934 AND SET
 LS0441'IN THE TOP OF A CONCRETE POST.
 LS0441
 LS0441                          STATION RECOVERY (1945)
 LS0441
 LS0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 LS0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1737 ***********************************************************************
 GR1737  DESIGNATION -  N 71
 GR1737  PID         -  GR1737
 GR1737  STATE/COUNTY-  NV/CLARK
 GR1737  USGS QUAD   -  OVERTON BEACH (1983)
 GR1737
 GR1737                         *CURRENT SURVEY CONTROL
 GR1737  ___________________________________________________________________
 GR1737* NAD 83(1994)-  36 24 31.10930(N)    114 22 28.47602(W)     ADJUSTED  
 GR1737* NAVD 88     -       402.6    (meters)    1321.     (feet)  VERTCON   
 GR1737  ___________________________________________________________________
 GR1737  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 GR1737  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 GR1737
 GR1737  HORZ ORDER  -  THIRD
 GR1737
 GR1737.The horizontal coordinates were established by classical geodetic methods
 GR1737.and adjusted by the National Geodetic Survey in June 1998..
 GR1737
 GR1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1737
 GR1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1737
 GR1737.The geoid height was determined by GEOID03.
 GR1737
 GR1737;                    North         East     Units Scale Factor Converg.
 GR1737;SPC NV E     - 8,184,688.755   308,412.476   MT  1.00004476   +0 43 03.1
 GR1737;SPC NV E     -26,852,599.69  1,011,849.93   sFT  1.00004476   +0 43 03.1
 GR1737;UTM  11      - 4,032,477.028   735,420.941   MT  1.00028290   +1 33 32.4
 GR1737
 GR1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1737!SPC NV E     -   0.99994113  x   1.00004476  =   0.99998588
 GR1737!UTM  11      -   0.99994113  x   1.00028290  =   1.00022401
 GR1737
 GR1737                          SUPERSEDED SURVEY CONTROL
 GR1737
 GR1737  NAD 83(1994)-  36 24 31.10949(N)    114 22 28.47556(W) AD(       ) 3
 GR1737  NAD 83(1992)-  36 24 31.10949(N)    114 22 28.47589(W) AD(       ) 3
 GR1737  NAD 83(1986)-  36 24 31.09995(N)    114 22 28.46025(W) AD(       ) 3
 GR1737  NGVD 29 (06/27/88)  402.0    (m)         1319.     (f) VERT ANG       
 GR1737
 GR1737.Superseded values are not recommended for survey control.
 GR1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1737.See file dsdata.txt to determine how the superseded data were derived.
 GR1737
 GR1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3542132477(NAD 83)
 GR1737_MARKER: DS = TRIANGULATION STATION DISK
 GR1737_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1737_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1737
 GR1737  HISTORY     - Date     Condition        Report By
 GR1737  HISTORY     - 1948     MONUMENTED       USGS
 GR1737
 GR1737                          STATION DESCRIPTION
 GR1737
 GR1737'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1737'NOT OCCUPIED.
 GR1737'
 GR1737'LOCATED ABOUT 10 MI N. OF MIDDLE OF HERON ISLAND.  ON WEST SIDE OF
 GR1737'VIRGIN ARM, ABOUT 2000 FT. N. OF SOUTH END OF LONG, NARROW,
 GR1737'LIGHT-COLORED RIDGE, ABOUT 150 FT. W. OF EAST SIDE OF RIDGE WHERE
 GR1737'IT DROPS OFF ABRUPTLY TOWARD LAKE, ABOUT 80 FT. ABOVE HIGH WATER
 GR1737'MARK.
 GR1737'
 GR1737'STATION MARK--STANDARD TABLET STAMPED---N71 1948---, WELDED TO
 GR1737'2-INCH IRON PIPE PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0349 ***********************************************************************
 LS0349  DESIGNATION -  N 72
 LS0349  PID         -  LS0349
 LS0349  STATE/COUNTY-  NV/HUMBOLDT
 LS0349  USGS QUAD   -  FLOKA (1982)
 LS0349
 LS0349                         *CURRENT SURVEY CONTROL
 LS0349  ___________________________________________________________________
 LS0349* NAD 83(1986)-  40 55 36.     (N)    118 39 40.     (W)     SCALED    
 LS0349* NAVD 88     -      1297.890  (meters)    4258.16   (feet)  POSTED    
 LS0349  ___________________________________________________________________
 LS0349  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 LS0349  DYNAMIC HT  -        1296.930 (meters)    4255.01  (feet)  COMP
 LS0349  MODELED GRAV-     979,839.2   (mgal)                       NAVD 88
 LS0349
 LS0349  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LS0349
 LS0349.The horizontal coordinates were scaled from a topographic map and have
 LS0349.an estimated accuracy of +/- 6 seconds.
 LS0349
 LS0349.The orthometric height was determined by differential leveling
 LS0349.and adjusted by the National Geodetic Survey in 1992..
 LS0349.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LS0349.rate of 0.0 thru 1.0 mm/km.
 LS0349
 LS0349.The geoid height was determined by GEOID03.
 LS0349
 LS0349.The dynamic height is computed by dividing the NAVD 88
 LS0349.geopotential number by the normal gravity value computed on the
 LS0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0349.degrees latitude (g = 980.6199 gals.).
 LS0349
 LS0349.The modeled gravity was interpolated from observed gravity values.
 LS0349
 LS0349;                    North         East    Units  Estimated Accuracy
 LS0349;SPC NV W     - 4,685,510.      793,450.      MT  (+/- 180 meters Scaled)
 LS0349
 LS0349                          SUPERSEDED SURVEY CONTROL
 LS0349
 LS0349  NGVD 29 (??/??/92) 1296.870  (m)         4254.81   (f) ADJ UNCH    2 0
 LS0349
 LS0349.Superseded values are not recommended for survey control.
 LS0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0349.See file dsdata.txt to determine how the superseded data were derived.
 LS0349
 LS0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF601319(NAD 83)
 LS0349_MARKER: DB = BENCH MARK DISK
 LS0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0349_STAMPING: N 72 1934
 LS0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0349+STABILITY: SURFACE MOTION
 LS0349
 LS0349  HISTORY     - Date     Condition        Report By
 LS0349  HISTORY     - 1934     MONUMENTED       CGS
 LS0349  HISTORY     - 1975     MARK NOT FOUND   NGS
 LS0349
 LS0349                          STATION DESCRIPTION
 LS0349
 LS0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0349'5.6 MI E FROM SULPHUR.
 LS0349'5.6 MILES EAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LS0349'SULPHUR, HUMBOLDT COUNTY, 81 FEET SOUTH OF THE SEVENTEENTH POLE
 LS0349'NORTHEAST OF MILEPOST 480, AND 36 FEET SOUTHEAST OF THE NEAREST RAIL.
 LS0349'A STANDARD DISK, STAMPED N 72 1934 AND SET IN THE TOP OF A CONCRETE
 LS0349'POST.
 LS0349
 LS0349                          STATION RECOVERY (1975)
 LS0349
 LS0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LS0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1738 ***********************************************************************
 GR1738  DESIGNATION -  N 72
 GR1738  PID         -  GR1738
 GR1738  STATE/COUNTY-  NV/CLARK
 GR1738  USGS QUAD   -  OVERTON BEACH (1983)
 GR1738
 GR1738                         *CURRENT SURVEY CONTROL
 GR1738  ___________________________________________________________________
 GR1738* NAD 83(1994)-  36 25 31.99155(N)    114 21 57.88402(W)     ADJUSTED  
 GR1738* NAVD 88     -       465.6    (meters)    1528.     (feet)  VERTCON   
 GR1738  ___________________________________________________________________
 GR1738  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 GR1738  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 GR1738
 GR1738  HORZ ORDER  -  THIRD
 GR1738
 GR1738.The horizontal coordinates were established by classical geodetic methods
 GR1738.and adjusted by the National Geodetic Survey in June 1998..
 GR1738
 GR1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1738
 GR1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1738
 GR1738.The geoid height was determined by GEOID03.
 GR1738
 GR1738;                    North         East     Units Scale Factor Converg.
 GR1738;SPC NV E     - 8,186,574.913   309,150.998   MT  1.00004674   +0 43 22.3
 GR1738;SPC NV E     -26,858,787.86  1,014,272.90   sFT  1.00004674   +0 43 22.3
 GR1738;UTM  11      - 4,034,374.284   736,131.847   MT  1.00028703   +1 33 52.9
 GR1738
 GR1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1738!SPC NV E     -   0.99993124  x   1.00004674  =   0.99997797
 GR1738!UTM  11      -   0.99993124  x   1.00028703  =   1.00021825
 GR1738
 GR1738:                Primary Azimuth Mark                     Grid Az
 GR1738:SPC NV E     -  N 71                                     201 22 57.3
 GR1738:UTM  11      -  N 71                                     200 32 26.7
 GR1738
 GR1738|---------------------------------------------------------------------|
 GR1738| PID    Reference Object                     Distance      Geod. Az  |
 GR1738|                                                           dddmmss.s |
 GR1738| GR1737 N 71                                APPROX. 2.0 KM 2020619.6 |
 GR1738|---------------------------------------------------------------------|
 GR1738
 GR1738                          SUPERSEDED SURVEY CONTROL
 GR1738
 GR1738  NAD 83(1994)-  36 25 31.99172(N)    114 21 57.88350(W) AD(       ) 3
 GR1738  NAD 83(1992)-  36 25 31.99176(N)    114 21 57.88388(W) AD(       ) 3
 GR1738  NAD 83(1986)-  36 25 31.98277(N)    114 21 57.86731(W) AD(       ) 3
 GR1738  NGVD 29 (06/27/88)  465.0    (m)         1526.     (f) VERT ANG       
 GR1738
 GR1738.Superseded values are not recommended for survey control.
 GR1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1738.See file dsdata.txt to determine how the superseded data were derived.
 GR1738
 GR1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3613234374(NAD 83)
 GR1738_MARKER: DS = TRIANGULATION STATION DISK
 GR1738_SETTING: 66 = SET IN ROCK OUTCROP
 GR1738_SP_SET: SET IN ROCK OUTCROP
 GR1738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1738+STABILITY: POSITION/ELEVATION WELL
 GR1738
 GR1738  HISTORY     - Date     Condition        Report By
 GR1738  HISTORY     - 1948     MONUMENTED       USGS
 GR1738
 GR1738                          STATION DESCRIPTION
 GR1738
 GR1738'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1738'LOCATED ABOUT 1.4 MI S. OF OVERTON BOAT DOCK.  ON WEST SIDE OF
 GR1738'VIRGIN ARM, ON PROMINENT, SANDY-COLORED RIDGE, AT POINT WHERE
 GR1738'PLATEAU DROPS OFF TOWARD E., ABOUT 300 FT. ABOVE HIGH WATER MARK.
 GR1738'
 GR1738'TO REACH NOT GIVEN.
 GR1738'
 GR1738'STATION MARK--STANDARD TABLET STAMPED---N72 1948---, CEMENTED IN
 GR1738'ROCK OUTCROP.
 GR1738'
 GR1738'RMS--NONE SET.
 GR1738'
 GR1738'NOTE--FAIRCHILD STATION, DRILL HOLE IN ROCK, DESIGNATED AS
 GR1738'V57A, 1.35 FT. SSE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0365 ***********************************************************************
 LS0365  DESIGNATION -  N 73
 LS0365  PID         -  LS0365
 LS0365  STATE/COUNTY-  NV/PERSHING
 LS0365  USGS QUAD   -  ROCKY CANYON (1982)
 LS0365
 LS0365                         *CURRENT SURVEY CONTROL
 LS0365  ___________________________________________________________________
 LS0365* NAD 83(1986)-  40 37 27.     (N)    118 40 17.     (W)     SCALED    
 LS0365* NAVD 88     -      1456.156  (meters)    4777.41   (feet)  ADJUSTED  
 LS0365  ___________________________________________________________________
 LS0365  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 LS0365  DYNAMIC HT  -        1454.995 (meters)    4773.60  (feet)  COMP
 LS0365  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 LS0365
 LS0365  VERT ORDER  -  SECOND    CLASS 0
 LS0365
 LS0365.The horizontal coordinates were scaled from a topographic map and have
 LS0365.an estimated accuracy of +/- 6 seconds.
 LS0365
 LS0365.The orthometric height was determined by differential leveling
 LS0365.and adjusted by the National Geodetic Survey in June 1991..
 LS0365
 LS0365.The geoid height was determined by GEOID03.
 LS0365
 LS0365.The dynamic height is computed by dividing the NAVD 88
 LS0365.geopotential number by the normal gravity value computed on the
 LS0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0365.degrees latitude (g = 980.6199 gals.).
 LS0365
 LS0365.The modeled gravity was interpolated from observed gravity values.
 LS0365
 LS0365;                    North         East    Units  Estimated Accuracy
 LS0365;SPC NV W     - 4,651,920.      792,550.      MT  (+/- 180 meters Scaled)
 LS0365
 LS0365                          SUPERSEDED SURVEY CONTROL
 LS0365
 LS0365  NGVD 29 (??/??/92) 1455.124  (m)         4774.02   (f) ADJ UNCH    2 0
 LS0365
 LS0365.Superseded values are not recommended for survey control.
 LS0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0365.See file dsdata.txt to determine how the superseded data were derived.
 LS0365
 LS0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE586983(NAD 83)
 LS0365_MARKER: DB = BENCH MARK DISK
 LS0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0365_STAMPING: N 73 1934
 LS0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0365+STABILITY: SURFACE MOTION
 LS0365
 LS0365  HISTORY     - Date     Condition        Report By
 LS0365  HISTORY     - 1934     MONUMENTED       CGS
 LS0365  HISTORY     - 1970     GOOD             NGS
 LS0365
 LS0365                          STATION DESCRIPTION
 LS0365
 LS0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0365'23.1 MI SE FROM SULPHUR.
 LS0365'IN PERSHING COUNTY, 23.1 MILES SOUTHEAST ALONG THE LOVELOCK ROAD FROM
 LS0365'THE WESTERN PACIFIC RAILROAD STATION AT SULPHUR, HUMBOLDT COUNTY, AND
 LS0365'45 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 LS0365'N 73 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LS0365
 LS0365                          STATION RECOVERY (1970)
 LS0365
 LS0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LS0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1739 ***********************************************************************
 GR1739  DESIGNATION -  N 73
 GR1739  PID         -  GR1739
 GR1739  STATE/COUNTY-  NV/CLARK
 GR1739  USGS QUAD   -  OVERTON BEACH (1983)
 GR1739
 GR1739                         *CURRENT SURVEY CONTROL
 GR1739  ___________________________________________________________________
 GR1739* NAD 83(1994)-  36 25 18.07132(N)    114 19 03.19961(W)     ADJUSTED  
 GR1739* NAVD 88     -       391.6    (meters)    1285.     (feet)  VERTCON   
 GR1739  ___________________________________________________________________
 GR1739  LAPLACE CORR-           8.42  (seconds)                    DEFLEC99
 GR1739  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 GR1739
 GR1739  HORZ ORDER  -  THIRD
 GR1739
 GR1739.The horizontal coordinates were established by classical geodetic methods
 GR1739.and adjusted by the National Geodetic Survey in June 1998..
 GR1739
 GR1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1739
 GR1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1739
 GR1739.The geoid height was determined by GEOID03.
 GR1739
 GR1739;                    North         East     Units Scale Factor Converg.
 GR1739;SPC NV E     - 8,186,201.840   313,507.923   MT  1.00005869   +0 45 05.8
 GR1739;SPC NV E     -26,857,563.87  1,028,567.24   sFT  1.00005869   +0 45 05.8
 GR1739;UTM  11      - 4,034,065.187   740,494.860   MT  1.00031266   +1 35 36.2
 GR1739
 GR1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1739!SPC NV E     -   0.99994282  x   1.00005869  =   1.00000151
 GR1739!UTM  11      -   0.99994282  x   1.00031266  =   1.00025547
 GR1739
 GR1739:                Primary Azimuth Mark                     Grid Az
 GR1739:SPC NV E     -  N 70                                     199 41 23.8
 GR1739:UTM  11      -  N 70                                     198 50 53.4
 GR1739
 GR1739|---------------------------------------------------------------------|
 GR1739| PID    Reference Object                     Distance      Geod. Az  |
 GR1739|                                                           dddmmss.s |
 GR1739| GR1736 N 70                                APPROX. 2.9 KM 2002629.6 |
 GR1739|---------------------------------------------------------------------|
 GR1739
 GR1739                          SUPERSEDED SURVEY CONTROL
 GR1739
 GR1739  NAD 83(1994)-  36 25 18.07139(N)    114 19 03.19917(W) AD(       ) 3
 GR1739  NAD 83(1992)-  36 25 18.07153(N)    114 19 03.19954(W) AD(       ) 3
 GR1739  NAD 83(1986)-  36 25 18.06155(N)    114 19 03.18106(W) AD(       ) 3
 GR1739  NGVD 29 (06/27/88)  391.0    (m)         1283.     (f) VERT ANG       
 GR1739
 GR1739.Superseded values are not recommended for survey control.
 GR1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1739.See file dsdata.txt to determine how the superseded data were derived.
 GR1739
 GR1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA4049534065(NAD 83)
 GR1739_MARKER: DS = TRIANGULATION STATION DISK
 GR1739_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1739_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1739
 GR1739  HISTORY     - Date     Condition        Report By
 GR1739  HISTORY     - 1948     MONUMENTED       USGS
 GR1739
 GR1739                          STATION DESCRIPTION
 GR1739
 GR1739'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1739'LOCATED ABOUT 2.7 MI SE. OF OVERTON BOAT DOCK.  ON EAST SIDE OF
 GR1739'VIRGIN ARM, ABOUT 300 FT. NE. OF HIGH WATER MARK AT SOUTHWEST END
 GR1739'OF RIDGE, ABOUT 60 FT. ABOVE HIGH WATER MARK.
 GR1739'
 GR1739'TO REACH NOT GIVEN.
 GR1739'
 GR1739'STATION MARK--STANDARD TABLET STAMPED---N73 1948---, WELDED TO
 GR1739'2-INCH IRON PIPE PROJECTING 5 INCHES ABOVE GROUND.
 GR1739'
 GR1739'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0106 ***********************************************************************
 LS0106  DESIGNATION -  N 74
 LS0106  PID         -  LS0106
 LS0106  STATE/COUNTY-  NV/HUMBOLDT
 LS0106  USGS QUAD   -  PRONTO (1982)
 LS0106
 LS0106                         *CURRENT SURVEY CONTROL
 LS0106  ___________________________________________________________________
 LS0106* NAD 83(1986)-  40 56 38.     (N)    118 06 37.     (W)     SCALED    
 LS0106* NAVD 88     -      1286.845  (meters)    4221.92   (feet)  POSTED    
 LS0106  ___________________________________________________________________
 LS0106  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 LS0106  DYNAMIC HT  -        1285.910 (meters)    4218.86  (feet)  COMP
 LS0106  MODELED GRAV-     979,853.0   (mgal)                       NAVD 88
 LS0106
 LS0106  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LS0106
 LS0106.The horizontal coordinates were scaled from a topographic map and have
 LS0106.an estimated accuracy of +/- 6 seconds.
 LS0106
 LS0106.The orthometric height was determined by differential leveling
 LS0106.and adjusted by the National Geodetic Survey in 1992..
 LS0106.No vertical observational check was made to the station.
 LS0106.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LS0106.was located on a no-check spur therefore a value was not computed.
 LS0106
 LS0106.The geoid height was determined by GEOID03.
 LS0106
 LS0106.The dynamic height is computed by dividing the NAVD 88
 LS0106.geopotential number by the normal gravity value computed on the
 LS0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0106.degrees latitude (g = 980.6199 gals.).
 LS0106
 LS0106.The modeled gravity was interpolated from observed gravity values.
 LS0106
 LS0106;                    North         East    Units  Estimated Accuracy
 LS0106;SPC NV W     - 4,687,520.      839,830.      MT  (+/- 180 meters Scaled)
 LS0106
 LS0106                          SUPERSEDED SURVEY CONTROL
 LS0106
 LS0106  NGVD 29 (??/??/92) 1285.843  (m)         4218.64   (f) ADJ UNCH    2 0
 LS0106
 LS0106.Superseded values are not recommended for survey control.
 LS0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0106.See file dsdata.txt to determine how the superseded data were derived.
 LS0106
 LS0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF065331(NAD 83)
 LS0106_MARKER: DB = BENCH MARK DISK
 LS0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0106_STAMPING: N 74 1934
 LS0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0106+STABILITY: SURFACE MOTION
 LS0106
 LS0106  HISTORY     - Date     Condition        Report By
 LS0106  HISTORY     - 1934     MONUMENTED       CGS
 LS0106
 LS0106                          STATION DESCRIPTION
 LS0106
 LS0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LS0106'3.2 MI W FROM PRONTO.
 LS0106'3.2 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE STATION AT
 LS0106'PRONTO, HUMBOLDT COUNTY, 12 FEET SOUTHEAST OF THE THIRTEENTH POLE EAST
 LS0106'OF MILEPOST 511, AND 40 FEET NORTH OF THE NEAREST RAIL.  A STANDARD
 LS0106'DISK, STAMPED N 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1740 ***********************************************************************
 GR1740  DESIGNATION -  N 74
 GR1740  PID         -  GR1740
 GR1740  STATE/COUNTY-  NV/CLARK
 GR1740  USGS QUAD   -  OVERTON BEACH (1983)
 GR1740
 GR1740                         *CURRENT SURVEY CONTROL
 GR1740  ___________________________________________________________________
 GR1740* NAD 83(1994)-  36 27 04.87077(N)    114 19 17.44796(W)     ADJUSTED  
 GR1740* NAVD 88     -       418.6    (meters)    1373.     (feet)  VERTCON   
 GR1740  ___________________________________________________________________
 GR1740  LAPLACE CORR-           7.62  (seconds)                    DEFLEC99
 GR1740  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GR1740
 GR1740  HORZ ORDER  -  THIRD
 GR1740
 GR1740.The horizontal coordinates were established by classical geodetic methods
 GR1740.and adjusted by the National Geodetic Survey in June 1998..
 GR1740
 GR1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1740
 GR1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1740
 GR1740.The geoid height was determined by GEOID03.
 GR1740
 GR1740;                    North         East     Units Scale Factor Converg.
 GR1740;SPC NV E     - 8,189,489.106   313,109.920   MT  1.00005758   +0 44 59.2
 GR1740;SPC NV E     -26,868,348.84  1,027,261.46   sFT  1.00005758   +0 44 59.2
 GR1740;UTM  11      - 4,037,347.079   740,048.476   MT  1.00031001   +1 35 31.8
 GR1740
 GR1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1740!SPC NV E     -   0.99993859  x   1.00005758  =   0.99999617
 GR1740!UTM  11      -   0.99993859  x   1.00031001  =   1.00024858
 GR1740
 GR1740:                Primary Azimuth Mark                     Grid Az
 GR1740:SPC NV E     -  N 77                                     244 46 54.5
 GR1740:UTM  11      -  N 77                                     243 56 21.9
 GR1740
 GR1740|---------------------------------------------------------------------|
 GR1740| PID    Reference Object                     Distance      Geod. Az  |
 GR1740|                                                           dddmmss.s |
 GR1740| GR1743 N 77                                APPROX. 3.1 KM 2453153.7 |
 GR1740|---------------------------------------------------------------------|
 GR1740
 GR1740                          SUPERSEDED SURVEY CONTROL
 GR1740
 GR1740  NAD 83(1994)-  36 27 04.87080(N)    114 19 17.44745(W) AD(       ) 3
 GR1740  NAD 83(1992)-  36 27 04.87094(N)    114 19 17.44794(W) AD(       ) 3
 GR1740  NAD 83(1986)-  36 27 04.86231(N)    114 19 17.42892(W) AD(       ) 3
 GR1740  NGVD 29 (06/27/88)  418.0    (m)         1371.     (f) VERT ANG       
 GR1740
 GR1740.Superseded values are not recommended for survey control.
 GR1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1740.See file dsdata.txt to determine how the superseded data were derived.
 GR1740
 GR1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA4004837347(NAD 83)
 GR1740_MARKER: DS = TRIANGULATION STATION DISK
 GR1740_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1740_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1740
 GR1740  HISTORY     - Date     Condition        Report By
 GR1740  HISTORY     - 1948     MONUMENTED       USGS
 GR1740
 GR1740                          STATION DESCRIPTION
 GR1740
 GR1740'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1740'LOCATED ABOUT 2.2 MI E. OF OVERTON BOAT DOCK, ABOUT 0.5 MI E. OF
 GR1740'LAKE SHORE.  ON EAST SIDE OF VIRGIN ARM, ON VERY BROAD RIDGE,
 GR1740'ABOUT 300 FT. ABOVE HIGH WATER MARK.
 GR1740'
 GR1740'TO REACH NOT GIVEN.
 GR1740'
 GR1740'STATION MARK--STANDARD TABLET STAMPED---N74 1948---, WELDED TO
 GR1740'2-INCH IRON PIPE PROJECTING 4 INCHES ABOVE GROUND.
 GR1740'
 GR1740'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0211 ***********************************************************************
 MU0211  FBN         -  This is a Federal Base Network Control Station.
 MU0211  DESIGNATION -  N 75
 MU0211  PID         -  MU0211
 MU0211  STATE/COUNTY-  NV/HUMBOLDT
 MU0211  USGS QUAD   -  THE KNOLLS (1980)
 MU0211
 MU0211                         *CURRENT SURVEY CONTROL
 MU0211  ___________________________________________________________________
 MU0211* NAD 83(1999)-  41 08 48.06774(N)    117 01 20.69696(W)     ADJUSTED  
 MU0211* NAVD 88     -      1420.889  (meters)    4661.70   (feet)  POSTED    
 MU0211  ___________________________________________________________________
 MU0211  EPOCH DATE  -        1999.37
 MU0211  X           -  -2,185,799.476 (meters)                     COMP
 MU0211  Y           -  -4,285,727.146 (meters)                     COMP
 MU0211  Z           -   4,175,626.130 (meters)                     COMP
 MU0211  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 MU0211  ELLIP HEIGHT-        1401.62  (meters)          (05/16/00) GPS OBS
 MU0211  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 MU0211  DYNAMIC HT  -        1419.820 (meters)    4658.19  (feet)  COMP
 MU0211  MODELED GRAV-     979,824.7   (mgal)                       NAVD 88
 MU0211
 MU0211  HORZ ORDER  -  A
 MU0211  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MU0211  ELLP ORDER  -  FOURTH    CLASS I
 MU0211
 MU0211.The horizontal coordinates were established by GPS observations
 MU0211.and adjusted by the National Geodetic Survey in May 2000..
 MU0211.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 MU0211.DATUM ITEM on the data sheet items page.
 MU0211.The horizontal coordinates are valid at the epoch date displayed above.
 MU0211.The epoch date for horizontal control is a decimal equivalence
 MU0211.of Year/Month/Day.
 MU0211
 MU0211.The orthometric height was determined by differential leveling
 MU0211.and adjusted by the National Geodetic Survey in 1992..
 MU0211.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MU0211.rate of 2.1 thru 3.0 mm/km.
 MU0211
 MU0211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MU0211
 MU0211.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0211
 MU0211.The ellipsoidal height was determined by GPS observations
 MU0211.and is referenced to NAD 83.
 MU0211
 MU0211.The geoid height was determined by GEOID03.
 MU0211
 MU0211.The dynamic height is computed by dividing the NAVD 88
 MU0211.geopotential number by the normal gravity value computed on the
 MU0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0211.degrees latitude (g = 980.6199 gals.).
 MU0211
 MU0211.The modeled gravity was interpolated from observed gravity values.
 MU0211
 MU0211;                    North         East     Units Scale Factor Converg.
 MU0211;SPC NV W     - 4,711,108.684   931,025.602   MT  1.00011123   +1 01 38.0
 MU0211;SPC NV W     -15,456,362.41  3,054,539.83   sFT  1.00011123   +1 01 38.0
 MU0211;UTM  11      - 4,555,040.992   498,118.981   MT  0.99960004   -0 00 53.1
 MU0211
 MU0211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0211!SPC NV W     -   0.99978019  x   1.00011123  =   0.99989140
 MU0211!UTM  11      -   0.99978019  x   0.99960004  =   0.99938032
 MU0211
 MU0211                          SUPERSEDED SURVEY CONTROL
 MU0211
 MU0211  NAD 83(1994)-  41 08 48.06655(N)    117 01 20.69450(W) AD(       ) B
 MU0211  ELLIP H (03/30/95) 1401.67   (m)                       GP(       ) 4 1
 MU0211  NAVD 88 (03/30/95) 1420.89   (m)         4661.7    (f) LEVELING    3  
 MU0211  NGVD 29 (??/??/92) 1419.880  (m)         4658.39   (f) ADJ UNCH    2 0
 MU0211
 MU0211.Superseded values are not recommended for survey control.
 MU0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0211.See file dsdata.txt to determine how the superseded data were derived.
 MU0211
 MU0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF9811955041(NAD 83)
 MU0211_MARKER: DB = BENCH MARK DISK
 MU0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0211_STAMPING: N 75 1934
 MU0211_MARK LOGO: CGS   
 MU0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 MU0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0211+STABILITY: SURFACE MOTION
 MU0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0211+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1999
 MU0211
 MU0211  HISTORY     - Date     Condition        Report By
 MU0211  HISTORY     - 1934     MONUMENTED       CGS
 MU0211  HISTORY     - 1975     GOOD             USGS
 MU0211  HISTORY     - 19940107 GOOD             NGS
 MU0211  HISTORY     - 19990115 GOOD             NGS
 MU0211
 MU0211                          STATION DESCRIPTION
 MU0211
 MU0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MU0211'13.8 MI SW FROM MIDAS.
 MU0211'13.8 MILES SOUTHWEST OF MIDAS POST OFFICE 1.3 MILES NORTHEAST OF ROAD
 MU0211'TO LOWER CLOVER RANCH.  54 FEET NORTHWEST OF CENTER LINE OF ROAD FROM
 MU0211'GOLCONDA TO MIDAS.
 MU0211
 MU0211                          STATION RECOVERY (1975)
 MU0211
 MU0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MU0211'IN HUMBOLDT COUNTY, 14.3 MI. SW ALONG STATE HWY 18 TOWARD GOLCONDA
 MU0211'FROM THE P.O. AT MIDAS. ELKO COUNTY, 1.3 MI. NE OF THE JCT. OF A ROAD
 MU0211'LEADING TO THE LOWER CLOVER RANCH, AND 41 FT. NW OF THE CENTERLINE OF
 MU0211'HWY 18. A STANDARD DISK STAMPED N 75 1934 AND SET IN THE TOP OF A
 MU0211'CONCRETE POST.
 MU0211
 MU0211                          STATION RECOVERY (1994)
 MU0211
 MU0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 MU0211'NOTE--MAP PLOT PUTS STATION JUST WEST OF THE HUMBOLDT-ELKO COUNTY LINE
 MU0211'BUT THE BOUNDARY SIGN IS 1.7 KM (1.05 MI) TO THE EAST. STATION IS
 MU0211'LOCATED ABOUT 33 KM (20.50 MI) NORTHEAST OF GOLCONDA, 42 KM (26.10 MI)
 MU0211'SOUTHWEST OF MIDAS, ALONG THE MIDAS-GOLCONDA ROAD, AT THE EAST END OF
 MU0211'A SHALLOW CURVE, IN AN EAST SLOPING AREA, IN SPARSE BRUSH, IN NORTH
 MU0211'CENTRAL SECTION 28, T 38 N, R 44 E.  OWNERSHIP--US BUREAU OF LAND
 MU0211'MANAGEMENT. TO REACH FROM THE OVERPASS AT THE GOLCONDA EXIT (EXIT 194)
 MU0211'OF INTERSTATE HIGHWAY 80, (ABOUT 25 KM (15.55 MI) EAST EAST OF
 MU0211'WINNEMUCCA), GO NORTHEAST ON THE PAVED ROAD FOR 0.26 KM (0.15 MI) TO A
 MU0211'PAVED CROSSROAD.  TURN RIGHT, SOUTHEAST, THEN NORTHEAST ON PAVED ROAD
 MU0211'TOWARDS MIDAS FOR 25.65 KM (15.95 MI) TO A SIX-WAY JUNCTION. BEAR
 MU0211'RIGHT, NORTHEAST, ON GRADED ROAD FOR 11.71 KM (7.25 MI) TO A GRADED
 MU0211'ROAD RIGHT LEADING TO THE HOT SPRINGS RANCH.  CONTINUE AHEAD FOR 9.20
 MU0211'KM (5.70 MI) TO A GRADED CROSSROAD.  CONTINUE AHEAD FOR 2.10 KM (1.30
 MU0211'MI) TO THE STATION ON THE LEFT. STATION MARK IS SET IN THE TOP OF A
 MU0211'30-CM ROUND CONCRETE POST IN A TIN SLEEVE PROJECTING 10-CM ABOVE
 MU0211'GROUND.  IT IS 16.3 M (53.5 FT) NORTH OF, AND SLIGHTLY HIGHER THAN THE
 MU0211'ROAD CENTER, 25.3 M (83.0 FT) SOUTHEAST OF UNDERGROUND TELEPHONE LINE
 MU0211'WITNESS POST 1377 1/2, 37.2 M (122.0 FT) SOUTHWEST OF A BRACED UTILITY
 MU0211'POLE, AND 0.5 M (1.6 FT) SOUTH OF A FIBERGLASS WITNESS POST. DESCRIBED
 MU0211'BY G.R.HEID
 MU0211
 MU0211                          STATION RECOVERY (1999)
 MU0211
 MU0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MU0211'THE STATION IS LOCATED ABOUT 33.0 KM (20.50 MI) NORTHEAST OF GOLCONDA,
 MU0211'42.0 KM (26.10 MI) SOUTHWEST OF MIDAS, ON THE NORTH SIDE OF MIDAS
 MU0211'ROAD.  OWNERSHIP--BUREAU OF LAND MANAGEMENT.  TO REACH THE STATION
 MU0211'FROM THE EAST END OF THE EASTBOUND EXIT RAMP OF EXIT 194 IN GOLCONDA,
 MU0211'LOCATED 25.7 KM (15.95 MI) EAST OF WINNEMUCCA, GO NORTHEAST ON THE
 MU0211'SERVICE ROAD FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF STATE HIGHWAY
 MU0211'789.  TURN RIGHT, SOUTHEAST THEN NORTHEASTERLY ON THE HIGHWAY FOR
 MU0211'25.75 KM (16.00 MI) TO THE JUNCTION OF MIDAS ROAD ON THE RIGHT.  TURN
 MU0211'RIGHT, NORTHEAST ON THE ROAD FOR 20.84 KM (12.95 MI) TO A CROSSROAD.
 MU0211'CONTINUE AHEAD, NORTHEAST ON THE ROAD FOR 2.1 KM (1.30 MI) TO THE
 MU0211'STATION ON THE LEFT.  THE STATION SET IN TOP OF A 30 CM ROUND CONCRETE
 MU0211'POST IN A TIN SLEEVE PROJECTING 10 CM ABOVE GROUND.  IT IS 37.2 M
 MU0211'(122.0 FT) SOUTHWEST OF A BRACED POWER POLE, 25.3 M (83.0 FT)
 MU0211'SOUTHEAST OF A FIBERGLASS POST FOR UNDERGROUND TELEPHONE CABLES, 16.3
 MU0211'M (53.5 FT) NORTH OF THE CENTER OF THE ROAD AND ABOUT 0.3 M (1.0 FT)
 MU0211'ABOVE THE ROAD AND 0.5 M (1.6 FT) SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1741 ***********************************************************************
 GR1741  DESIGNATION -  N 75
 GR1741  PID         -  GR1741
 GR1741  STATE/COUNTY-  NV/CLARK
 GR1741  USGS QUAD   -  OVERTON BEACH (1983)
 GR1741
 GR1741                         *CURRENT SURVEY CONTROL
 GR1741  ___________________________________________________________________
 GR1741* NAD 83(1994)-  36 26 31.89927(N)    114 21 30.15900(W)     ADJUSTED  
 GR1741* NAVD 88     -       438.6    (meters)    1439.     (feet)  VERTCON   
 GR1741  ___________________________________________________________________
 GR1741  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 GR1741  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 GR1741
 GR1741  HORZ ORDER  -  THIRD
 GR1741
 GR1741.The horizontal coordinates were established by classical geodetic methods
 GR1741.and adjusted by the National Geodetic Survey in June 1998..
 GR1741
 GR1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1741
 GR1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1741
 GR1741.The geoid height was determined by GEOID03.
 GR1741
 GR1741;                    North         East     Units Scale Factor Converg.
 GR1741;SPC NV E     - 8,188,430.201   309,818.163   MT  1.00004854   +0 43 39.8
 GR1741;SPC NV E     -26,864,874.75  1,016,461.76   sFT  1.00004854   +0 43 39.8
 GR1741;UTM  11      - 4,036,239.626   736,771.830   MT  1.00029076   +1 34 11.6
 GR1741
 GR1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1741!SPC NV E     -   0.99993547  x   1.00004854  =   0.99998401
 GR1741!UTM  11      -   0.99993547  x   1.00029076  =   1.00022621
 GR1741
 GR1741:                Primary Azimuth Mark                     Grid Az
 GR1741:SPC NV E     -  N 72                                     199 46 42.6
 GR1741:UTM  11      -  N 72                                     198 56 10.8
 GR1741
 GR1741|---------------------------------------------------------------------|
 GR1741| PID    Reference Object                     Distance      Geod. Az  |
 GR1741|                                                           dddmmss.s |
 GR1741| GR1738 N 72                                APPROX. 2.0 KM 2003022.4 |
 GR1741|---------------------------------------------------------------------|
 GR1741
 GR1741                          SUPERSEDED SURVEY CONTROL
 GR1741
 GR1741  NAD 83(1994)-  36 26 31.89940(N)    114 21 30.15843(W) AD(       ) 3
 GR1741  NAD 83(1992)-  36 26 31.89945(N)    114 21 30.15886(W) AD(       ) 3
 GR1741  NAD 83(1986)-  36 26 31.89083(N)    114 21 30.14168(W) AD(       ) 3
 GR1741  NGVD 29 (06/27/88)  438.0    (m)         1437.     (f) VERT ANG       
 GR1741
 GR1741.Superseded values are not recommended for survey control.
 GR1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1741.See file dsdata.txt to determine how the superseded data were derived.
 GR1741
 GR1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3677236240(NAD 83)
 GR1741_MARKER: DS = TRIANGULATION STATION DISK
 GR1741_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1741_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1741
 GR1741  HISTORY     - Date     Condition        Report By
 GR1741  HISTORY     - 1948     MONUMENTED       USGS
 GR1741
 GR1741                          STATION DESCRIPTION
 GR1741
 GR1741'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1741'LOCATED ABOUT 0.25 MI S. OF OVERTON BOAT DOCK.  ON WEST SIDE OF
 GR1741'VIRGIN ARM, ON SMALL TOP AT JCT. OF THREE MAJOR RIDGES, ABOUT 200
 GR1741'FT. ABOVE HIGH WATER MARK.
 GR1741'
 GR1741'TO REACH NOT GIVEN.
 GR1741'
 GR1741'STATION MARK--STANDARD TABLET STAMPED---N75 1948---, WELDED TO
 GR1741'2-INCH IRON PIPE PROJECTING 6 INCHES ABOVE GROUND.
 GR1741'
 GR1741'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0099 ***********************************************************************
 MU0099  DESIGNATION -  N 76
 MU0099  PID         -  MU0099
 MU0099  STATE/COUNTY-  NV/ELKO
 MU0099  USGS QUAD   -  SUGARLOAF BUTTE (1970)
 MU0099
 MU0099                         *CURRENT SURVEY CONTROL
 MU0099  ___________________________________________________________________
 MU0099* NAD 83(1986)-  41 13 32.     (N)    116 17 09.     (W)     SCALED    
 MU0099* NAVD 88     -      1888.258  (meters)    6195.06   (feet)  POSTED    
 MU0099  ___________________________________________________________________
 MU0099  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 MU0099  DYNAMIC HT  -        1886.660 (meters)    6189.82  (feet)  COMP
 MU0099  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 MU0099
 MU0099  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0099
 MU0099.The horizontal coordinates were scaled from a topographic map and have
 MU0099.an estimated accuracy of +/- 6 seconds.
 MU0099
 MU0099.The orthometric height was determined by differential leveling
 MU0099.and adjusted by the National Geodetic Survey in 1992..
 MU0099.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0099.rate of 0.0 thru 1.0 mm/km.
 MU0099
 MU0099.The geoid height was determined by GEOID03.
 MU0099
 MU0099.The dynamic height is computed by dividing the NAVD 88
 MU0099.geopotential number by the normal gravity value computed on the
 MU0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0099.degrees latitude (g = 980.6199 gals.).
 MU0099
 MU0099.The modeled gravity was interpolated from observed gravity values.
 MU0099
 MU0099;                    North         East    Units  Estimated Accuracy
 MU0099;SPC NV E     - 8,718,930.      141,100.      MT  (+/- 180 meters Scaled)
 MU0099
 MU0099                          SUPERSEDED SURVEY CONTROL
 MU0099
 MU0099  NGVD 29 (??/??/92) 1887.076  (m)         6191.18   (f) ADJ UNCH    2 0
 MU0099
 MU0099.Superseded values are not recommended for survey control.
 MU0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0099.See file dsdata.txt to determine how the superseded data were derived.
 MU0099
 MU0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF598640(NAD 83)
 MU0099_MARKER: DB = BENCH MARK DISK
 MU0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MU0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MU0099_STAMPING: N 76 1934
 MU0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0099+STABILITY: SURFACE MOTION
 MU0099
 MU0099  HISTORY     - Date     Condition        Report By
 MU0099  HISTORY     - 1934     MONUMENTED       CGS
 MU0099  HISTORY     - 1969     GOOD             USGS
 MU0099
 MU0099                          STATION DESCRIPTION
 MU0099
 MU0099'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MU0099'9.0 MI SW FROM TUSCARORA.
 MU0099'1.1 MILES SOUTHEAST ALONG MAIN ROAD FROM THE MAIN STREET JUNCTION IN
 MU0099'TUSCARORA TO STATE ROUTE 18.  THENCE WESTERLY 7.9 MILES ALONG STATE
 MU0099'ROUTE 18, AND 42 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 MU0099'TABLET STAMPED N 76 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1742 ***********************************************************************
 GR1742  DESIGNATION -  N 76
 GR1742  PID         -  GR1742
 GR1742  STATE/COUNTY-  NV/CLARK
 GR1742  USGS QUAD   -  OVERTON BEACH (1983)
 GR1742
 GR1742                         *CURRENT SURVEY CONTROL
 GR1742  ___________________________________________________________________
 GR1742* NAD 83(1994)-  36 25 44.32783(N)    114 21 34.57667(W)     ADJUSTED  
 GR1742* NAVD 88     -       414.6    (meters)    1360.     (feet)  VERTCON   
 GR1742  ___________________________________________________________________
 GR1742  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 GR1742  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GR1742
 GR1742  HORZ ORDER  -  THIRD
 GR1742
 GR1742.The horizontal coordinates were established by classical geodetic methods
 GR1742.and adjusted by the National Geodetic Survey in June 1998..
 GR1742
 GR1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1742
 GR1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1742
 GR1742.The geoid height was determined by GEOID03.
 GR1742
 GR1742;                    North         East     Units Scale Factor Converg.
 GR1742;SPC NV E     - 8,186,962.500   309,726.747   MT  1.00004829   +0 43 36.3
 GR1742;SPC NV E     -26,860,059.47  1,016,161.84   sFT  1.00004829   +0 43 36.3
 GR1742;UTM  11      - 4,034,770.385   736,701.976   MT  1.00029035   +1 34 07.2
 GR1742
 GR1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1742!SPC NV E     -   0.99993924  x   1.00004829  =   0.99998753
 GR1742!UTM  11      -   0.99993924  x   1.00029035  =   1.00022957
 GR1742
 GR1742                          SUPERSEDED SURVEY CONTROL
 GR1742
 GR1742  NAD 83(1994)-  36 25 44.32797(N)    114 21 34.57616(W) AD(       ) 3
 GR1742  NAD 83(1992)-  36 25 44.32801(N)    114 21 34.57655(W) AD(       ) 3
 GR1742  NAD 83(1986)-  36 25 44.31892(N)    114 21 34.55948(W) AD(       ) 3
 GR1742  NGVD 29 (06/27/88)  414.0    (m)         1358.     (f) VERT ANG       
 GR1742
 GR1742.Superseded values are not recommended for survey control.
 GR1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1742.See file dsdata.txt to determine how the superseded data were derived.
 GR1742
 GR1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3670234770(NAD 83)
 GR1742_MARKER: DS = TRIANGULATION STATION DISK
 GR1742_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1742_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1742
 GR1742  HISTORY     - Date     Condition        Report By
 GR1742  HISTORY     - 1948     MONUMENTED       USGS
 GR1742
 GR1742                          STATION DESCRIPTION
 GR1742
 GR1742'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1742'NOT OCCUPIED.
 GR1742'
 GR1742'LOCATED ABOUT 1 MI S. OF OVERTON BOAT DOCK.  ON WEST SIDE OF
 GR1742'VIRGIN ARM, ON SMALL TOP, ABOUT 350 FT. SW. OF NORTHEAST END OF
 GR1742'LONG, NARROW RIDGE, ABOUT 60 FT. ABOVE HIGH WATER MARK.
 GR1742'
 GR1742'STATION MARK--STANDARD TABLET STAMPED---N76 1948---, WELDED TO
 GR1742'2-INCH IRON PIPE PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0149 ***********************************************************************
 LR0149  DESIGNATION -  N 77
 LR0149  PID         -  LR0149
 LR0149  STATE/COUNTY-  NV/EUREKA
 LR0149  USGS QUAD   -  MINERAL HILL SW (1986)
 LR0149
 LR0149                         *CURRENT SURVEY CONTROL
 LR0149  ___________________________________________________________________
 LR0149* NAD 83(1986)-  40 04 45.     (N)    116 12 04.     (W)     SCALED    
 LR0149* NAVD 88     -      1743.530  (meters)    5720.23   (feet)  ADJUSTED  
 LR0149  ___________________________________________________________________
 LR0149  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 LR0149  DYNAMIC HT  -        1741.898 (meters)    5714.88  (feet)  COMP
 LR0149  MODELED GRAV-     979,628.2   (mgal)                       NAVD 88
 LR0149
 LR0149  VERT ORDER  -  SECOND    CLASS 0
 LR0149
 LR0149.The horizontal coordinates were scaled from a topographic map and have
 LR0149.an estimated accuracy of +/- 6 seconds.
 LR0149
 LR0149.The orthometric height was determined by differential leveling
 LR0149.and adjusted by the National Geodetic Survey in June 1991..
 LR0149
 LR0149.The geoid height was determined by GEOID03.
 LR0149
 LR0149.The dynamic height is computed by dividing the NAVD 88
 LR0149.geopotential number by the normal gravity value computed on the
 LR0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0149.degrees latitude (g = 980.6199 gals.).
 LR0149
 LR0149.The modeled gravity was interpolated from observed gravity values.
 LR0149
 LR0149;                    North         East    Units  Estimated Accuracy
 LR0149;SPC NV E     - 8,591,590.      147,310.      MT  (+/- 180 meters Scaled)
 LR0149
 LR0149                          SUPERSEDED SURVEY CONTROL
 LR0149
 LR0149  NGVD 29 (??/??/92) 1742.334  (m)         5716.31   (f) ADJ UNCH    2 0
 LR0149
 LR0149.Superseded values are not recommended for survey control.
 LR0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0149.See file dsdata.txt to determine how the superseded data were derived.
 LR0149
 LR0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE681368(NAD 83)
 LR0149_MARKER: DB = BENCH MARK DISK
 LR0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0149_STAMPING: N 77 1934
 LR0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0149+STABILITY: SURFACE MOTION
 LR0149
 LR0149  HISTORY     - Date     Condition        Report By
 LR0149  HISTORY     - 1934     MONUMENTED       CGS
 LR0149
 LR0149                          STATION DESCRIPTION
 LR0149
 LR0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LR0149'4.8 MI N FROM ALPHA.
 LR0149'ABOUT 4.8 MILES NORTH ALONG THE EUREKA NEVADA RAILWAY FROM ALPHA,
 LR0149'EUREKA COUNTY, ABOUT 27 FEET SOUTH OF A DIRT CUT, AND 12 FEET WEST OF
 LR0149'THE NEAREST RAIL.  A STANDARD DISK, STAMPED N 77 1934 AND SET IN THE
 LR0149'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1743 ***********************************************************************
 GR1743  DESIGNATION -  N 77
 GR1743  PID         -  GR1743
 GR1743  STATE/COUNTY-  NV/CLARK
 GR1743  USGS QUAD   -  OVERTON BEACH (1983)
 GR1743
 GR1743                         *CURRENT SURVEY CONTROL
 GR1743  ___________________________________________________________________
 GR1743* NAD 83(1994)-  36 26 22.80739(N)    114 21 11.80713(W)     ADJUSTED  
 GR1743* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1743  ___________________________________________________________________
 GR1743  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 GR1743  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 GR1743
 GR1743  HORZ ORDER  -  THIRD
 GR1743
 GR1743.The horizontal coordinates were established by classical geodetic methods
 GR1743.and adjusted by the National Geodetic Survey in June 1998..
 GR1743
 GR1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1743
 GR1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1743
 GR1743.The geoid height was determined by GEOID03.
 GR1743
 GR1743;                    North         East     Units Scale Factor Converg.
 GR1743;SPC NV E     - 8,188,155.777   310,278.774   MT  1.00004979   +0 43 50.5
 GR1743;SPC NV E     -26,863,974.41  1,017,972.94   sFT  1.00004979   +0 43 50.5
 GR1743;UTM  11      - 4,035,971.937   737,236.537   MT  1.00029347   +1 34 22.2
 GR1743
 GR1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1743!SPC NV E     -   0.99994693  x   1.00004979  =   0.99999671
 GR1743!UTM  11      -   0.99994693  x   1.00029347  =   1.00024038
 GR1743
 GR1743                          SUPERSEDED SURVEY CONTROL
 GR1743
 GR1743  NAD 83(1994)-  36 26 22.80750(N)    114 21 11.80657(W) AD(       ) 3
 GR1743  NAD 83(1992)-  36 26 22.80755(N)    114 21 11.80700(W) AD(       ) 3
 GR1743  NAD 83(1986)-  36 26 22.79881(N)    114 21 11.78956(W) AD(       ) 3
 GR1743  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1743
 GR1743.Superseded values are not recommended for survey control.
 GR1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1743.See file dsdata.txt to determine how the superseded data were derived.
 GR1743
 GR1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3723735972(NAD 83)
 GR1743_MARKER: DS = TRIANGULATION STATION DISK
 GR1743_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1743_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1743
 GR1743  HISTORY     - Date     Condition        Report By
 GR1743  HISTORY     - 1948     MONUMENTED       USGS
 GR1743
 GR1743                          STATION DESCRIPTION
 GR1743
 GR1743'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1743'NOT OCCUPIED.
 GR1743'
 GR1743'LOCATED 0.25 MI SE. OF OVERTON BOAT DOCK.  ON WEST SIDE OF VIRGIN
 GR1743'ARM, ON SMALL TOP AT END OF PROMINENT SPUR RIDGE, ABOUT 10 FT.
 GR1743'ABOVE HIGH WATER MARK.
 GR1743'
 GR1743'STATION MARK--STANDARD TABLET STAMPED---N77 1948---, WELDED TO
 GR1743'2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0046 ***********************************************************************
 KQ0046  DESIGNATION -  N 78
 KQ0046  PID         -  KQ0046
 KQ0046  STATE/COUNTY-  NV/EUREKA
 KQ0046  USGS QUAD   -  THREE BAR RANCH (1986)
 KQ0046
 KQ0046                         *CURRENT SURVEY CONTROL
 KQ0046  ___________________________________________________________________
 KQ0046* NAD 83(1986)-  39 52 14.     (N)    116 27 40.     (W)     SCALED    
 KQ0046* NAVD 88     -      2052.037  (meters)    6732.39   (feet)  ADJUSTED  
 KQ0046  ___________________________________________________________________
 KQ0046  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 KQ0046  DYNAMIC HT  -        2049.964 (meters)    6725.59  (feet)  COMP
 KQ0046  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 KQ0046
 KQ0046  VERT ORDER  -  SECOND    CLASS 0
 KQ0046
 KQ0046.The horizontal coordinates were scaled from a topographic map and have
 KQ0046.an estimated accuracy of +/- 6 seconds.
 KQ0046
 KQ0046.The orthometric height was determined by differential leveling
 KQ0046.and adjusted by the National Geodetic Survey in June 1991..
 KQ0046
 KQ0046.The geoid height was determined by GEOID03.
 KQ0046
 KQ0046.The dynamic height is computed by dividing the NAVD 88
 KQ0046.geopotential number by the normal gravity value computed on the
 KQ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0046.degrees latitude (g = 980.6199 gals.).
 KQ0046
 KQ0046.The modeled gravity was interpolated from observed gravity values.
 KQ0046
 KQ0046;                    North         East    Units  Estimated Accuracy
 KQ0046;SPC NV E     - 8,568,610.      124,910.      MT  (+/- 180 meters Scaled)
 KQ0046
 KQ0046                          SUPERSEDED SURVEY CONTROL
 KQ0046
 KQ0046  NGVD 29 (??/??/92) 2050.723  (m)         6728.08   (f) ADJ UNCH    2 0
 KQ0046
 KQ0046.Superseded values are not recommended for survey control.
 KQ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0046.See file dsdata.txt to determine how the superseded data were derived.
 KQ0046
 KQ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE460135(NAD 83)
 KQ0046_MARKER: DB = BENCH MARK DISK
 KQ0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0046_STAMPING: N 78 1934
 KQ0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0046+STABILITY: SURFACE MOTION
 KQ0046
 KQ0046  HISTORY     - Date     Condition        Report By
 KQ0046  HISTORY     - 1934     MONUMENTED       CGS
 KQ0046
 KQ0046                          STATION DESCRIPTION
 KQ0046
 KQ0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KQ0046'6.2 MI SW FROM TONKIN.
 KQ0046'ABOUT 6.2 MILES SOUTHWEST ALONG THE ROAD FROM TONKIN, EUREKA COUNTY,
 KQ0046'ABOUT 0.1 MILE NORTH OF THE POINT WHERE THE ROAD FORKS TO EUREKA AND
 KQ0046'TO BAUMANN RANCH, ON THE OPPOSITE SIDE OF THE ROAD FROM A SIGNPOST,
 KQ0046'AND 23 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 KQ0046'STAMPED N 78 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1744 ***********************************************************************
 GR1744  DESIGNATION -  N 78
 GR1744  PID         -  GR1744
 GR1744  STATE/COUNTY-  NV/CLARK
 GR1744  USGS QUAD   -  OVERTON BEACH (1983)
 GR1744
 GR1744                         *CURRENT SURVEY CONTROL
 GR1744  ___________________________________________________________________
 GR1744* NAD 83(1994)-  36 26 23.21542(N)    114 19 48.90894(W)     ADJUSTED  
 GR1744* NAVD 88     -       374.6    (meters)    1229.     (feet)  VERTCON   
 GR1744  ___________________________________________________________________
 GR1744  LAPLACE CORR-           6.76  (seconds)                    DEFLEC99
 GR1744  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 GR1744
 GR1744  HORZ ORDER  -  THIRD
 GR1744
 GR1744.The horizontal coordinates were established by classical geodetic methods
 GR1744.and adjusted by the National Geodetic Survey in June 1998..
 GR1744
 GR1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1744
 GR1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1744
 GR1744.The geoid height was determined by GEOID03.
 GR1744
 GR1744;                    North         East     Units Scale Factor Converg.
 GR1744;SPC NV E     - 8,188,194.932   312,343.186   MT  1.00005545   +0 44 39.8
 GR1744;SPC NV E     -26,864,102.87  1,024,745.94   sFT  1.00005545   +0 44 39.8
 GR1744;UTM  11      - 4,036,041.446   739,300.661   MT  1.00030560   +1 35 11.5
 GR1744
 GR1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1744!SPC NV E     -   0.99994550  x   1.00005545  =   1.00000095
 GR1744!UTM  11      -   0.99994550  x   1.00030560  =   1.00025109
 GR1744
 GR1744                          SUPERSEDED SURVEY CONTROL
 GR1744
 GR1744  NAD 83(1994)-  36 26 23.21549(N)    114 19 48.90844(W) AD(       ) 3
 GR1744  NAD 83(1992)-  36 26 23.21560(N)    114 19 48.90887(W) AD(       ) 3
 GR1744  NAD 83(1986)-  36 26 23.20653(N)    114 19 48.89035(W) AD(       ) 3
 GR1744  NGVD 29 (06/27/88)  374.0    (m)         1227.     (f) VERT ANG       
 GR1744
 GR1744.Superseded values are not recommended for survey control.
 GR1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1744.See file dsdata.txt to determine how the superseded data were derived.
 GR1744
 GR1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3930136041(NAD 83)
 GR1744_MARKER: DS = TRIANGULATION STATION DISK
 GR1744_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1744_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1744
 GR1744  HISTORY     - Date     Condition        Report By
 GR1744  HISTORY     - 1948     MONUMENTED       USGS
 GR1744
 GR1744                          STATION DESCRIPTION
 GR1744
 GR1744'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1744'NOT OCCUPIED.
 GR1744'
 GR1744'LOCATED ABOUT 1.5 MI E. OF OVERTON BOAT DOCK.  ON EAST SIDE OF
 GR1744'VIRGIN ARM, ABOUT 50 FT. E. OF WEST END OF SHORT, LOW RIDGE,
 GR1744'ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GR1744'
 GR1744'STATION MARK--STANDARD TABLET STAMPED---N78 1948---, WELDED TO
 GR1744'2-INCH IRON PIPE PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0133 ***********************************************************************
 KQ0133  DESIGNATION -  N 79
 KQ0133  PID         -  KQ0133
 KQ0133  STATE/COUNTY-  NV/LANDER
 KQ0133  USGS QUAD   -  SALT MARSH CANYON (1986)
 KQ0133
 KQ0133                         *CURRENT SURVEY CONTROL
 KQ0133  ___________________________________________________________________
 KQ0133* NAD 83(1994)-  39 43 18.43623(N)    116 44 20.47007(W)     ADJUSTED  
 KQ0133* NAVD 88     -      1754.617  (meters)    5756.61   (feet)  ADJUSTED  
 KQ0133  ___________________________________________________________________
 KQ0133  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 KQ0133  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 KQ0133  DYNAMIC HT  -        1752.908 (meters)    5751.00  (feet)  COMP
 KQ0133  MODELED GRAV-     979,590.6   (mgal)                       NAVD 88
 KQ0133
 KQ0133  HORZ ORDER  -  SECOND
 KQ0133  VERT ORDER  -  SECOND    CLASS 0
 KQ0133
 KQ0133.The horizontal coordinates were established by classical geodetic methods
 KQ0133.and adjusted by the National Geodetic Survey in June 1998..
 KQ0133
 KQ0133.The orthometric height was determined by differential leveling
 KQ0133.and adjusted by the National Geodetic Survey in June 1991..
 KQ0133
 KQ0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0133
 KQ0133.The geoid height was determined by GEOID03.
 KQ0133
 KQ0133.The dynamic height is computed by dividing the NAVD 88
 KQ0133.geopotential number by the normal gravity value computed on the
 KQ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KQ0133.degrees latitude (g = 980.6199 gals.).
 KQ0133
 KQ0133.The modeled gravity was interpolated from observed gravity values.
 KQ0133
 KQ0133;                    North         East     Units Scale Factor Converg.
 KQ0133;SPC NV C     - 6,551,727.584   493,797.134   MT  0.99990047   -0 02 46.5
 KQ0133;SPC NV C     -21,495,126.25  1,620,066.10   sFT  0.99990047   -0 02 46.5
 KQ0133;SPC NV E     - 8,552,363.703   100,920.821   MT  1.00002082   -0 44 19.0
 KQ0133;SPC NV E     -28,058,879.92    331,104.39   sFT  1.00002082   -0 44 19.0
 KQ0133;UTM  11      - 4,396,911.688   522,367.380   MT  0.99960616   +0 10 00.4
 KQ0133
 KQ0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0133!SPC NV C     -   0.99972813  x   0.99990047  =   0.99962863
 KQ0133!SPC NV E     -   0.99972813  x   1.00002082  =   0.99974895
 KQ0133!UTM  11      -   0.99972813  x   0.99960616  =   0.99933440
 KQ0133
 KQ0133                          SUPERSEDED SURVEY CONTROL
 KQ0133
 KQ0133  NAD 83(1986)-  39 43 18.43522(N)    116 44 20.46070(W) AD(       ) 2
 KQ0133  NAD 27      -  39 43 18.71100(N)    116 44 17.16100(W) AD(       ) 2
 KQ0133  NGVD 29 (??/??/92) 1753.387  (m)         5752.57   (f) ADJ UNCH    2 0
 KQ0133
 KQ0133.Superseded values are not recommended for survey control.
 KQ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0133.See file dsdata.txt to determine how the superseded data were derived.
 KQ0133
 KQ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND2236796912(NAD 83)
 KQ0133_MARKER: DB = BENCH MARK DISK
 KQ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KQ0133_STAMPING: N-79 1934
 KQ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0133+STABILITY: SURFACE MOTION
 KQ0133
 KQ0133  HISTORY     - Date     Condition        Report By
 KQ0133  HISTORY     - 1934     MONUMENTED       CGS
 KQ0133  HISTORY     - 1954     GOOD             CGS
 KQ0133
 KQ0133                          STATION DESCRIPTION
 KQ0133
 KQ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KQ0133'29.7 MI NE FROM AUSTIN.
 KQ0133'24.7 MILES NORTH OF JCT. OF ROAD 5 MILES EAST OF AUSTIN 22 FEET EAST
 KQ0133'OF ROAD FROM AUSTIN, WHERE ROAD RUNS PARALLEL WITH EAST SIDE OF GRASS
 KQ0133'VALLEY RANCH.
 KQ0133
 KQ0133                          STATION RECOVERY (1954)
 KQ0133
 KQ0133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KQ0133'STATION CAN BE REACHED FROM THE POST OFFICE IN AUSTIN BY
 KQ0133'GOING EASTERLY ON U.S. HIGHWAY 50 FOR 5.3 MILES TO A ROAD TO
 KQ0133'THE LEFT AT SIGNS GRASS VALLEY, CORTEZ.  TURN LEFT AND GO
 KQ0133'NORTHERLY FOR 2.0 MILES TO A FORK.  TAKE THE LEFT FORK AND
 KQ0133'CONTINUE NORTHERLY ON THE GRASS VALLEY ROAD FOR 10.1 MILES TO A
 KQ0133'FORK.  (THE LEFT FORK LEADS TO CALLAHAN RANCH.) TAKE THE
 KQ0133'RIGHT FORK AND GO NORTHERLY FOR 4.7 MILES TO A FORK.  TAKE
 KQ0133'THE RIGHT FORK WHICH FOLLOWS THE EAST EDGE OF A LARGE RANCH
 KQ0133'AND CONTINUE UP THE VALLEY FOR 5.9 MILES TO A FENCE CORNER.
 KQ0133'TAKE THE LEFT FORK AND FOLLOW ALONG THE FENCE FOR 1.0 MILE TO
 KQ0133'TEA AZIMUTH MARK IN AN OLD FENCE LINE TO THE RIGHT OF THE
 KQ0133'ROAD.  CONTINUE FOR 0.45 MILE TO THE STATION.
 KQ0133'
 KQ0133'BENCH MARK N 79, STAMPED N 79 1934, IS A STANDARD USC AND GS
 KQ0133'BENCH MARK DISK THAT IS SET IN THE TOP OF A 12-INCH CONCRETE
 KQ0133'CYLINDER THAT PROTRUDES FROM THE GROUND ABOUT 9 INCHES.  IT IS
 KQ0133'21 FEET EAST OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1745 ***********************************************************************
 GR1745  DESIGNATION -  N 79
 GR1745  PID         -  GR1745
 GR1745  STATE/COUNTY-  NV/CLARK
 GR1745  USGS QUAD   -  OVERTON BEACH (1983)
 GR1745
 GR1745                         *CURRENT SURVEY CONTROL
 GR1745  ___________________________________________________________________
 GR1745* NAD 83(1994)-  36 27 30.01868(N)    114 20 48.40955(W)     ADJUSTED  
 GR1745* NAVD 88     -       379.6    (meters)    1245.     (feet)  VERTCON   
 GR1745  ___________________________________________________________________
 GR1745  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 GR1745  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 GR1745
 GR1745  HORZ ORDER  -  THIRD
 GR1745
 GR1745.The horizontal coordinates were established by classical geodetic methods
 GR1745.and adjusted by the National Geodetic Survey in June 1998..
 GR1745.No horizontal observational check was made to the station.
 GR1745
 GR1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1745
 GR1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1745
 GR1745.The geoid height was determined by GEOID03.
 GR1745
 GR1745;                    North         East     Units Scale Factor Converg.
 GR1745;SPC NV E     - 8,190,234.903   310,834.922   MT  1.00005130   +0 44 05.6
 GR1745;SPC NV E     -26,870,795.68  1,019,797.57   sFT  1.00005130   +0 44 05.6
 GR1745;UTM  11      - 4,038,059.524   737,762.189   MT  1.00029655   +1 34 38.6
 GR1745
 GR1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1745!SPC NV E     -   0.99994472  x   1.00005130  =   0.99999602
 GR1745!UTM  11      -   0.99994472  x   1.00029655  =   1.00024126
 GR1745
 GR1745                          SUPERSEDED SURVEY CONTROL
 GR1745
 GR1745  NAD 83(1994)-  36 27 30.01874(N)    114 20 48.40896(W) AD(       ) 3
 GR1745  NAD 83(1992)-  36 27 30.01881(N)    114 20 48.40946(W) AD(       ) 3
 GR1745  NAD 83(1986)-  36 27 30.01078(N)    114 20 48.39154(W) AD(       ) 3
 GR1745  NGVD 29 (06/27/88)  379.0    (m)         1243.     (f) VERT ANG       
 GR1745
 GR1745.Superseded values are not recommended for survey control.
 GR1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1745.See file dsdata.txt to determine how the superseded data were derived.
 GR1745
 GR1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3776238060(NAD 83)
 GR1745_MARKER: DS = TRIANGULATION STATION DISK
 GR1745_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1745_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1745
 GR1745  HISTORY     - Date     Condition        Report By
 GR1745  HISTORY     - 1948     MONUMENTED       USGS
 GR1745
 GR1745                          STATION DESCRIPTION
 GR1745
 GR1745'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1745'NOT OCCUPIED.
 GR1745'
 GR1745'LOCATED ABOUT 1.2 MI NE. OF OVERTON BOAT DOCK.  ON ISOLATED ISLAND
 GR1745'NEAR CONVERGENCE OF VIRGIN RIVER AND MUDDY CREEK, ABOUT 15 FT.
 GR1745'ABOVE HIGH WATER MARK.
 GR1745'
 GR1745'STATION MARK--STANDARD TABLET STAMPED---N79 1948---, WELDED TO
 GR1745'2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1746 ***********************************************************************
 GR1746  DESIGNATION -  N 79 A
 GR1746  PID         -  GR1746
 GR1746  STATE/COUNTY-  NV/CLARK
 GR1746  USGS QUAD   -  OVERTON BEACH (1983)
 GR1746
 GR1746                         *CURRENT SURVEY CONTROL
 GR1746  ___________________________________________________________________
 GR1746* NAD 83(1994)-  36 27 18.09126(N)    114 20 09.76541(W)     ADJUSTED  
 GR1746* NAVD 88     -       377.6    (meters)    1239.     (feet)  VERTCON   
 GR1746  ___________________________________________________________________
 GR1746  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 GR1746  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GR1746
 GR1746  HORZ ORDER  -  THIRD
 GR1746
 GR1746.The horizontal coordinates were established by classical geodetic methods
 GR1746.and adjusted by the National Geodetic Survey in June 1998..
 GR1746
 GR1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1746
 GR1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1746
 GR1746.The geoid height was determined by GEOID03.
 GR1746
 GR1746;                    North         East     Units Scale Factor Converg.
 GR1746;SPC NV E     - 8,189,879.655   311,801.878   MT  1.00005396   +0 44 28.3
 GR1746;SPC NV E     -26,869,630.17  1,022,969.99   sFT  1.00005396   +0 44 28.3
 GR1746;UTM  11      - 4,037,718.448   738,734.504   MT  1.00030226   +1 35 01.1
 GR1746
 GR1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1746!SPC NV E     -   0.99994503  x   1.00005396  =   0.99999899
 GR1746!UTM  11      -   0.99994503  x   1.00030226  =   1.00024728
 GR1746
 GR1746                          SUPERSEDED SURVEY CONTROL
 GR1746
 GR1746  NAD 83(1994)-  36 27 18.09131(N)    114 20 09.76486(W) AD(       ) 3
 GR1746  NAD 83(1992)-  36 27 18.09140(N)    114 20 09.76535(W) AD(       ) 3
 GR1746  NAD 83(1986)-  36 27 18.08314(N)    114 20 09.74699(W) AD(       ) 3
 GR1746  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GR1746
 GR1746.Superseded values are not recommended for survey control.
 GR1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1746.See file dsdata.txt to determine how the superseded data were derived.
 GR1746
 GR1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3873537718(NAD 83)
 GR1746_MARKER: DS = TRIANGULATION STATION DISK
 GR1746_SETTING: 80 = SET IN A BOULDER
 GR1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1746+STABILITY: SURFACE MOTION
 GR1746
 GR1746  HISTORY     - Date     Condition        Report By
 GR1746  HISTORY     - 1948     MONUMENTED       USGS
 GR1746
 GR1746                          STATION DESCRIPTION
 GR1746
 GR1746'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1746'NOT OCCUPIED.
 GR1746'
 GR1746'LOCATED ABOUT 1.7 MI NE. OF OVERTON BOAT DOCK.  ON EAST SIDE OF
 GR1746'VIRGIN ARM, ABOUT 40 FT. E. OF HIGH WATER MARK AT WEST END OF
 GR1746'RIDGE THAT FORMS SOUTH SIDE OF MUD WASH, ABOUT 35 FT. ABOVE HIGH
 GR1746'WATER MARK.
 GR1746'
 GR1746'STATION MARK--STANDARD TABLET STAMPED---N79A 1948---, CEMENTED IN
 GR1746'TOP OF BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0574 ***********************************************************************
 KR0574  DESIGNATION -  N 8
 KR0574  PID         -  KR0574
 KR0574  STATE/COUNTY-  NV/LYON
 KR0574  USGS QUAD   -  FERNLEY EAST (1985)
 KR0574
 KR0574                         *CURRENT SURVEY CONTROL
 KR0574  ___________________________________________________________________
 KR0574* NAD 83(1986)-  39 35 41.     (N)    119 07 38.     (W)     SCALED    
 KR0574* NAVD 88     -      1244.018  (meters)    4081.42   (feet)  ADJUSTED  
 KR0574  ___________________________________________________________________
 KR0574  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 KR0574  DYNAMIC HT  -        1242.954 (meters)    4077.92  (feet)  COMP
 KR0574  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 KR0574
 KR0574  VERT ORDER  -  FIRST     CLASS II
 KR0574
 KR0574.The horizontal coordinates were scaled from a topographic map and have
 KR0574.an estimated accuracy of +/- 6 seconds.
 KR0574
 KR0574.The orthometric height was determined by differential leveling
 KR0574.and adjusted by the National Geodetic Survey in June 1991..
 KR0574
 KR0574.The geoid height was determined by GEOID03.
 KR0574
 KR0574.The dynamic height is computed by dividing the NAVD 88
 KR0574.geopotential number by the normal gravity value computed on the
 KR0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0574.degrees latitude (g = 980.6199 gals.).
 KR0574
 KR0574.The modeled gravity was interpolated from observed gravity values.
 KR0574
 KR0574;                    North         East    Units  Estimated Accuracy
 KR0574;SPC NV W     - 4,537,760.      753,290.      MT  (+/- 180 meters Scaled)
 KR0574
 KR0574                          SUPERSEDED SURVEY CONTROL
 KR0574
 KR0574  NGVD 29 (??/??/92) 1243.068  (m)         4078.30   (f) ADJ UNCH    1 2
 KR0574
 KR0574.Superseded values are not recommended for survey control.
 KR0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0574.See file dsdata.txt to determine how the superseded data were derived.
 KR0574
 KR0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD173849(NAD 83)
 KR0574_MARKER: B = BOLT
 KR0574_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0574_SP_SET: ABUTMENT
 KR0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0574
 KR0574  HISTORY     - Date     Condition        Report By
 KR0574  HISTORY     - UNK      MONUMENTED       SPRR
 KR0574  HISTORY     - 1953     GOOD             NGS
 KR0574  HISTORY     - 1986     MARK NOT FOUND   NGS
 KR0574
 KR0574                          STATION DESCRIPTION
 KR0574
 KR0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0574'6.7 MI E FROM FERNLEY.
 KR0574'6.7 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0574'STATION AT FERNLEY, 5.2 MILES NORTHWEST OF HAZEN, AT WOODEN BRIDGE
 KR0574'282.82, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT, 7.0
 KR0574'FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF
 KR0574'THE RAIL.
 KR0574
 KR0574                          STATION RECOVERY (1986)
 KR0574
 KR0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KR0574'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1747 ***********************************************************************
 GR1747  DESIGNATION -  N 8
 GR1747  PID         -  GR1747
 GR1747  STATE/COUNTY-  NV/CLARK
 GR1747  USGS QUAD   -  BOULDER BEACH (1970)
 GR1747
 GR1747                         *CURRENT SURVEY CONTROL
 GR1747  ___________________________________________________________________
 GR1747* NAD 83(1994)-  36 06 11.81961(N)    114 46 38.46101(W)     ADJUSTED  
 GR1747* NAVD 88     -       401.7    (meters)    1318.     (feet)  VERTCON   
 GR1747  ___________________________________________________________________
 GR1747  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 GR1747  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GR1747
 GR1747  HORZ ORDER  -  THIRD
 GR1747
 GR1747.The horizontal coordinates were established by classical geodetic methods
 GR1747.and adjusted by the National Geodetic Survey in June 1998..
 GR1747
 GR1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1747
 GR1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1747
 GR1747.The geoid height was determined by GEOID03.
 GR1747
 GR1747;                    North         East     Units Scale Factor Converg.
 GR1747;SPC NV E     - 8,150,430.399   272,569.009   MT  0.99996487   +0 28 29.8
 GR1747;SPC NV E     -26,740,203.73    894,253.49   sFT  0.99996487   +0 28 29.8
 GR1747;SPC AZ W     -   566,479.621   120,855.883   MT  1.00003873   -0 36 19.4
 GR1747;SPC AZ W     - 1,858,528.94    396,508.80   iFT  1.00003873   -0 36 19.4
 GR1747;UTM  11      - 3,997,691.531   700,076.071   MT  1.00009326   +1 18 36.4
 GR1747
 GR1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1747!SPC NV E     -   0.99994137  x   0.99996487  =   0.99990625
 GR1747!SPC AZ W     -   0.99994137  x   1.00003873  =   0.99998010
 GR1747!UTM  11      -   0.99994137  x   1.00009326  =   1.00003463
 GR1747
 GR1747:                Primary Azimuth Mark                     Grid Az
 GR1747:SPC NV E     -  HEM                                      205 34 08.0
 GR1747:SPC AZ W     -  HEM                                      206 38 57.2
 GR1747:UTM  11      -  HEM                                      204 44 01.4
 GR1747
 GR1747|---------------------------------------------------------------------|
 GR1747| PID    Reference Object                     Distance      Geod. Az  |
 GR1747|                                                           dddmmss.s |
 GR1747| GR1875 HEM                                 APPROX. 4.7 KM 2060237.8 |
 GR1747|---------------------------------------------------------------------|
 GR1747
 GR1747                          SUPERSEDED SURVEY CONTROL
 GR1747
 GR1747  NAD 83(1994)-  36 06 11.81970(N)    114 46 38.46096(W) AD(       ) 3
 GR1747  NAD 83(1992)-  36 06 11.81949(N)    114 46 38.46127(W) AD(       ) 3
 GR1747  NAD 83(1992)-  36 06 11.81964(N)    114 46 38.46113(W) AD(       ) 3
 GR1747  NAD 83(1986)-  36 06 11.80702(N)    114 46 38.44689(W) AD(       ) 3
 GR1747  NGVD 29 (06/27/88)  401.0    (m)         1316.     (f) VERT ANG       
 GR1747
 GR1747.Superseded values are not recommended for survey control.
 GR1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1747.See file dsdata.txt to determine how the superseded data were derived.
 GR1747
 GR1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0007697692(NAD 83)
 GR1747_MARKER: DS = TRIANGULATION STATION DISK
 GR1747_SETTING: 80 = SET IN A BOULDER
 GR1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1747+STABILITY: SURFACE MOTION
 GR1747
 GR1747  HISTORY     - Date     Condition        Report By
 GR1747  HISTORY     - 1947     MONUMENTED       USGS
 GR1747  HISTORY     - 19970925 MARK NOT FOUND   USPSQD
 GR1747
 GR1747                          STATION DESCRIPTION
 GR1747
 GR1747'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1747'LOCATED ABOUT 6.6 MI N. OF HOOVER DAM.  ABOUT 25 FT. NE. OF
 GR1747'HIGHEST POINT OF SOUTHWEST CORNER OF BLACK ISLAND.
 GR1747'
 GR1747'TO REACH NOT GIVEN.
 GR1747'
 GR1747'STATION MARK--STANDARD TABLET STAMPED---N8 1947---, CEMENTED IN TOP
 GR1747'OF BOULDER IN PLACE.
 GR1747'
 GR1747'RMS--NONE SET.
 GR1747'
 GR1747'NOTE--BROCK AND WEYMOUTH STATION DESIGNATED AS VEGAS, 21.64
 GR1747'FT. SW. OF STATION.
 GR1747
 GR1747                          STATION RECOVERY (1997)
 GR1747
 GR1747'RECOVERY NOTE BY US POWER SQUADRON 1997
 GR1747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1768 ***********************************************************************
 GR1768  DESIGNATION -  N 8 A
 GR1768  PID         -  GR1768
 GR1768  STATE/COUNTY-  NV/CLARK
 GR1768  USGS QUAD   -  BOULDER BEACH (1970)
 GR1768
 GR1768                         *CURRENT SURVEY CONTROL
 GR1768  ___________________________________________________________________
 GR1768* NAD 83(1994)-  36 07 13.05554(N)    114 45 20.19895(W)     ADJUSTED  
 GR1768* NAVD 88     -       383.7    (meters)    1259.     (feet)  VERTCON   
 GR1768  ___________________________________________________________________
 GR1768  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GR1768  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 GR1768
 GR1768  HORZ ORDER  -  THIRD
 GR1768
 GR1768.The horizontal coordinates were established by classical geodetic methods
 GR1768.and adjusted by the National Geodetic Survey in June 1998..
 GR1768
 GR1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1768
 GR1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1768
 GR1768.The geoid height was determined by GEOID03.
 GR1768
 GR1768;                    North         East     Units Scale Factor Converg.
 GR1768;SPC NV E     - 8,152,334.162   274,510.355   MT  0.99996838   +0 29 16.6
 GR1768;SPC NV E     -26,746,449.66    900,622.72   sFT  0.99996838   +0 29 16.6
 GR1768;SPC AZ W     -   568,346.565   122,832.923   MT  1.00003427   -0 35 34.2
 GR1768;SPC AZ W     - 1,864,654.08    402,995.15   iFT  1.00003427   -0 35 34.2
 GR1768;UTM  11      - 3,999,623.648   701,989.708   MT  1.00010274   +1 19 24.5
 GR1768
 GR1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1768!SPC NV E     -   0.99994419  x   0.99996838  =   0.99991257
 GR1768!SPC AZ W     -   0.99994419  x   1.00003427  =   0.99997846
 GR1768!UTM  11      -   0.99994419  x   1.00010274  =   1.00004692
 GR1768
 GR1768:                Primary Azimuth Mark                     Grid Az
 GR1768:SPC NV E     -  N 8 B                                    296 07 06.9
 GR1768:SPC AZ W     -  N 8 B                                    297 11 57.7
 GR1768:UTM  11      -  N 8 B                                    295 16 59.0
 GR1768
 GR1768|---------------------------------------------------------------------|
 GR1768| PID    Reference Object                     Distance      Geod. Az  |
 GR1768|                                                           dddmmss.s |
 GR1768| GR1769 N 8 B                               APPROX. 0.9 KM 2963623.5 |
 GR1768|---------------------------------------------------------------------|
 GR1768
 GR1768                          SUPERSEDED SURVEY CONTROL
 GR1768
 GR1768  NAD 83(1994)-  36 07 13.05562(N)    114 45 20.19884(W) AD(       ) 3
 GR1768  NAD 83(1992)-  36 07 13.05564(N)    114 45 20.19926(W) AD(       ) 3
 GR1768  NAD 83(1992)-  36 07 13.05559(N)    114 45 20.19905(W) AD(       ) 3
 GR1768  NAD 83(1986)-  36 07 13.04235(N)    114 45 20.18479(W) AD(       ) 3
 GR1768  NGVD 29 (06/27/88)  383.0    (m)         1257.     (f) VERT ANG       
 GR1768
 GR1768.Superseded values are not recommended for survey control.
 GR1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1768.See file dsdata.txt to determine how the superseded data were derived.
 GR1768
 GR1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0199099624(NAD 83)
 GR1768_MARKER: DS = TRIANGULATION STATION DISK
 GR1768_SETTING: 80 = SET IN A BOULDER
 GR1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1768+STABILITY: SURFACE MOTION
 GR1768
 GR1768  HISTORY     - Date     Condition        Report By
 GR1768  HISTORY     - 1948     MONUMENTED       USGS
 GR1768
 GR1768                          STATION DESCRIPTION
 GR1768
 GR1768'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1768'LOCATED ABOUT 7.3 MI N. OF HOOVER DAM, ABOUT 1.7 MI NE. OF BLACK
 GR1768'ISLAND.  ON SMALL, SPUR RIDGE WHICH IS MOST SOUTHERLY ONE ON WEST
 GR1768'SIDE (SOUTHWEST CORNER) OF LARGE, PROMINENT BAY, ABOUT 65 FT. W.
 GR1768'OF WHERE RIDGE DROPS OFF ABRUPTLY TOWARD BAY, ABOUT 30 FT. ABOVE
 GR1768'HIGH WATER MARK.
 GR1768'
 GR1768'TO REACH NOT GIVEN.
 GR1768'
 GR1768'STATION MARK--STANDARD TABLET STAMPED---N8A 1948---, CEMENTED IN
 GR1768'TOP OF BOULDER IN PLACE.
 GR1768'
 GR1768'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1769 ***********************************************************************
 GR1769  DESIGNATION -  N 8 B
 GR1769  PID         -  GR1769
 GR1769  STATE/COUNTY-  NV/CLARK
 GR1769  USGS QUAD   -  BOULDER BEACH (1970)
 GR1769
 GR1769                         *CURRENT SURVEY CONTROL
 GR1769  ___________________________________________________________________
 GR1769* NAD 83(1994)-  36 07 25.63695(N)    114 45 51.16119(W)     ADJUSTED  
 GR1769* NAVD 88     -       427.7    (meters)    1403.     (feet)  VERTCON   
 GR1769  ___________________________________________________________________
 GR1769  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 GR1769  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 GR1769
 GR1769  HORZ ORDER  -  THIRD
 GR1769
 GR1769.The horizontal coordinates were established by classical geodetic methods
 GR1769.and adjusted by the National Geodetic Survey in June 1998..
 GR1769
 GR1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1769
 GR1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1769
 GR1769.The geoid height was determined by GEOID03.
 GR1769
 GR1769;                    North         East     Units Scale Factor Converg.
 GR1769;SPC NV E     - 8,152,715.367   273,732.856   MT  0.99996696   +0 28 58.5
 GR1769;SPC NV E     -26,747,700.33    898,071.88   sFT  0.99996696   +0 28 58.5
 GR1769;SPC AZ W     -   568,742.395   122,062.701   MT  1.00003600   -0 35 52.6
 GR1769;SPC AZ W     - 1,865,952.74    400,468.18   iFT  1.00003600   -0 35 52.6
 GR1769;UTM  11      - 3,999,993.524   701,206.627   MT  1.00009885   +1 19 06.6
 GR1769
 GR1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1769!SPC NV E     -   0.99993728  x   0.99996696  =   0.99990425
 GR1769!SPC AZ W     -   0.99993728  x   1.00003600  =   0.99997328
 GR1769!UTM  11      -   0.99993728  x   1.00009885  =   1.00003613
 GR1769
 GR1769:                Primary Azimuth Mark                     Grid Az
 GR1769:SPC NV E     -  N 8                                      206 59 30.7
 GR1769:SPC AZ W     -  N 8                                      208 04 21.8
 GR1769:UTM  11      -  N 8                                      206 09 22.6
 GR1769
 GR1769|---------------------------------------------------------------------|
 GR1769| PID    Reference Object                     Distance      Geod. Az  |
 GR1769|                                                           dddmmss.s |
 GR1769| GR1747 N 8                                 APPROX. 2.6 KM 2072829.2 |
 GR1769|---------------------------------------------------------------------|
 GR1769
 GR1769                          SUPERSEDED SURVEY CONTROL
 GR1769
 GR1769  NAD 83(1994)-  36 07 25.63707(N)    114 45 51.16114(W) AD(       ) 3
 GR1769  NAD 83(1992)-  36 07 25.63703(N)    114 45 51.16139(W) AD(       ) 3
 GR1769  NAD 83(1992)-  36 07 25.63701(N)    114 45 51.16131(W) AD(       ) 3
 GR1769  NAD 83(1986)-  36 07 25.62385(N)    114 45 51.14672(W) AD(       ) 3
 GR1769  NGVD 29 (06/27/88)  427.0    (m)         1401.     (f) VERT ANG       
 GR1769
 GR1769.Superseded values are not recommended for survey control.
 GR1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1769.See file dsdata.txt to determine how the superseded data were derived.
 GR1769
 GR1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0120799994(NAD 83)
 GR1769_MARKER: DS = TRIANGULATION STATION DISK
 GR1769_SETTING: 66 = SET IN ROCK OUTCROP
 GR1769_SP_SET: SET IN BEDROCK
 GR1769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1769+STABILITY: POSITION/ELEVATION WELL
 GR1769
 GR1769  HISTORY     - Date     Condition        Report By
 GR1769  HISTORY     - 1947     MONUMENTED       USGS
 GR1769
 GR1769                          STATION DESCRIPTION
 GR1769
 GR1769'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1769'LOCATED ABOUT 8 MI N. OF HOOVER DAM, ABOUT 1.7 MI NE. OF BLACK
 GR1769'ISLAND.  ON NORTHWEST END OF HIGH RIDGE, ABOUT 80 FT. NW. OF ROCK
 GR1769'CAIRN, ABOUT 180 FT. ABOVE HIGH WATER MARK.
 GR1769'
 GR1769'TO REACH NOT GIVEN.
 GR1769'
 GR1769'STATION MARK--STANDARD TABLET STAMPED---N8B 1947---, CEMENTED IN
 GR1769'CONGLOMERATE BEDROCK.
 GR1769'
 GR1769'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1770 ***********************************************************************
 GR1770  DESIGNATION -  N 8 C
 GR1770  PID         -  GR1770
 GR1770  STATE/COUNTY-  NV/CLARK
 GR1770  USGS QUAD   -  CALLVILLE BAY (1983)
 GR1770
 GR1770                         *CURRENT SURVEY CONTROL
 GR1770  ___________________________________________________________________
 GR1770* NAD 83(1994)-  36 08 02.89340(N)    114 44 23.01479(W)     ADJUSTED  
 GR1770* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 GR1770  ___________________________________________________________________
 GR1770  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 GR1770  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 GR1770
 GR1770  HORZ ORDER  -  THIRD
 GR1770
 GR1770.The horizontal coordinates were established by classical geodetic methods
 GR1770.and adjusted by the National Geodetic Survey in June 1998..
 GR1770
 GR1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1770
 GR1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1770
 GR1770.The geoid height was determined by GEOID03.
 GR1770
 GR1770;                    North         East     Units Scale Factor Converg.
 GR1770;SPC NV E     - 8,153,882.487   275,926.950   MT  0.99997101   +0 29 50.9
 GR1770;SPC NV E     -26,751,529.46    905,270.34   sFT  0.99997101   +0 29 50.9
 GR1770;SPC AZ W     -   569,867.986   124,278.567   MT  1.00003108   -0 35 01.2
 GR1770;SPC AZ W     - 1,869,645.62    407,738.08   iFT  1.00003108   -0 35 01.2
 GR1770;UTM  11      - 4,001,192.683   703,383.760   MT  1.00010970   +1 19 59.8
 GR1770
 GR1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1770!SPC NV E     -   0.99994654  x   0.99997101  =   0.99991755
 GR1770!SPC AZ W     -   0.99994654  x   1.00003108  =   0.99997762
 GR1770!UTM  11      -   0.99994654  x   1.00010970  =   1.00005623
 GR1770
 GR1770:                Primary Azimuth Mark                     Grid Az
 GR1770:SPC NV E     -  N 8 A                                    222 27 21.5
 GR1770:SPC AZ W     -  N 8 A                                    223 32 13.6
 GR1770:UTM  11      -  N 8 A                                    221 37 12.6
 GR1770
 GR1770|---------------------------------------------------------------------|
 GR1770| PID    Reference Object                     Distance      Geod. Az  |
 GR1770|                                                           dddmmss.s |
 GR1770| GR1768 N 8 A                               APPROX. 2.1 KM 2225712.4 |
 GR1770|---------------------------------------------------------------------|
 GR1770
 GR1770                          SUPERSEDED SURVEY CONTROL
 GR1770
 GR1770  NAD 83(1994)-  36 08 02.89357(N)    114 44 23.01455(W) AD(       ) 3
 GR1770  NAD 83(1992)-  36 08 02.89350(N)    114 44 23.01482(W) AD(       ) 3
 GR1770  NAD 83(1986)-  36 08 02.87961(N)    114 44 23.00063(W) AD(       ) 3
 GR1770  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1770
 GR1770.Superseded values are not recommended for survey control.
 GR1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1770.See file dsdata.txt to determine how the superseded data were derived.
 GR1770
 GR1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0338401193(NAD 83)
 GR1770_MARKER: DS = TRIANGULATION STATION DISK
 GR1770_SETTING: 80 = SET IN A BOULDER
 GR1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1770+STABILITY: SURFACE MOTION
 GR1770
 GR1770  HISTORY     - Date     Condition        Report By
 GR1770  HISTORY     - 1948     MONUMENTED       USGS
 GR1770
 GR1770                          STATION DESCRIPTION
 GR1770
 GR1770'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1770'LOCATED ABOUT 8.2 MI N. OF HOOVER DAM, ABOUT 3 MI E. OF BLACK
 GR1770'ISLAND.  ON SECOND SPUR RIDGE W. OF NORTHEAST CORNER OF LARGE,
 GR1770'PROMINENT BAY, ABOUT 800 FT. N. OF SOUTH END OF THIS SPUR RIDGE,
 GR1770'ABOUT 20 FT. S. OF MOST SOUTHERLY OF THREE SMALL TOPS, ABOUT 70
 GR1770'FT. ABOVE HIGH WATER MARK.
 GR1770'
 GR1770'TO REACH NOT GIVEN.
 GR1770'
 GR1770'STATION MARK--STANDARD TABLET STAMPED---N8C 1948---, CEMENTED IN
 GR1770'TOP OF BOULDER IN PLACE.
 GR1770'
 GR1770'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1771 ***********************************************************************
 GR1771  DESIGNATION -  N 8 D
 GR1771  PID         -  GR1771
 GR1771  STATE/COUNTY-  NV/CLARK
 GR1771  USGS QUAD   -  HOOVER DAM (1997)
 GR1771
 GR1771                         *CURRENT SURVEY CONTROL
 GR1771  ___________________________________________________________________
 GR1771* NAD 83(1994)-  36 07 20.75645(N)    114 44 03.47556(W)     ADJUSTED  
 GR1771* NAVD 88     -       366.7    (meters)    1203.     (feet)  VERTCON   
 GR1771  ___________________________________________________________________
 GR1771  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GR1771  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GR1771
 GR1771  HORZ ORDER  -  THIRD
 GR1771
 GR1771.The horizontal coordinates were established by classical geodetic methods
 GR1771.and adjusted by the National Geodetic Survey in June 1998..
 GR1771
 GR1771.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1771
 GR1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1771
 GR1771.The geoid height was determined by GEOID03.
 GR1771
 GR1771;                    North         East     Units Scale Factor Converg.
 GR1771;SPC NV E     - 8,152,588.057   276,426.804   MT  0.99997195   +0 30 01.9
 GR1771;SPC NV E     -26,747,282.65    906,910.27   sFT  0.99997195   +0 30 01.9
 GR1771;SPC AZ W     -   568,564.280   124,753.939   MT  1.00003004   -0 34 49.1
 GR1771;SPC AZ W     - 1,865,368.37    409,297.70   iFT  1.00003004   -0 34 49.1
 GR1771;UTM  11      - 3,999,905.502   703,902.513   MT  1.00011231   +1 20 10.0
 GR1771
 GR1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1771!SPC NV E     -   0.99994685  x   0.99997195  =   0.99991881
 GR1771!SPC AZ W     -   0.99994685  x   1.00003004  =   0.99997689
 GR1771!UTM  11      -   0.99994685  x   1.00011231  =   1.00005916
 GR1771
 GR1771:                Primary Azimuth Mark                     Grid Az
 GR1771:SPC NV E     -  N 8 A                                    262 27 12.9
 GR1771:SPC AZ W     -  N 8 A                                    263 32 03.9
 GR1771:UTM  11      -  N 8 A                                    261 37 04.8
 GR1771
 GR1771|---------------------------------------------------------------------|
 GR1771| PID    Reference Object                     Distance      Geod. Az  |
 GR1771|                                                           dddmmss.s |
 GR1771| GR1768 N 8 A                               APPROX. 1.9 KM 2625714.8 |
 GR1771|---------------------------------------------------------------------|
 GR1771
 GR1771                          SUPERSEDED SURVEY CONTROL
 GR1771
 GR1771  NAD 83(1994)-  36 07 20.75651(N)    114 44 03.47528(W) AD(       ) 3
 GR1771  NAD 83(1992)-  36 07 20.75651(N)    114 44 03.47557(W) AD(       ) 3
 GR1771  NAD 83(1986)-  36 07 20.74285(N)    114 44 03.46186(W) AD(       ) 3
 GR1771  NGVD 29 (06/27/88)  366.0    (m)         1201.     (f) VERT ANG       
 GR1771
 GR1771.Superseded values are not recommended for survey control.
 GR1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1771.See file dsdata.txt to determine how the superseded data were derived.
 GR1771
 GR1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0390399906(NAD 83)
 GR1771_MARKER: DS = TRIANGULATION STATION DISK
 GR1771_SETTING: 80 = SET IN A BOULDER
 GR1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1771+STABILITY: SURFACE MOTION
 GR1771
 GR1771  HISTORY     - Date     Condition        Report By
 GR1771  HISTORY     - 1948     MONUMENTED       USGS
 GR1771
 GR1771                          STATION DESCRIPTION
 GR1771
 GR1771'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1771'LOCATED ABOUT 7.5 MI N. OF HOOVER DAM, ABOUT 2.7 MI NE. OF BLACK
 GR1771'ISLAND.  ON SMALL TOP, ABOUT 500 FT. N. OF SOUTH END OF RIDGE THAT
 GR1771'FORMS EAST ENTRANCE TO LARGE, PROMINENT BAY, ABOUT 90 FT. ABOVE
 GR1771'HIGH WATER MARK.
 GR1771'
 GR1771'TO REACH NOT GIVEN.
 GR1771'
 GR1771'STATION MARK--STANDARD TABLET STAMPED---N8D 1948---, CEMENTED IN
 GR1771'ROCK SET IN PLACE.
 GR1771'
 GR1771'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1748 ***********************************************************************
 GR1748  DESIGNATION -  N 80
 GR1748  PID         -  GR1748
 GR1748  STATE/COUNTY-  NV/CLARK
 GR1748  USGS QUAD   -  OVERTON BEACH (1983)
 GR1748
 GR1748                         *CURRENT SURVEY CONTROL
 GR1748  ___________________________________________________________________
 GR1748* NAD 83(1994)-  36 28 03.29198(N)    114 21 02.40834(W)     ADJUSTED  
 GR1748* NAVD 88     -       375.6    (meters)    1232.     (feet)  VERTCON   
 GR1748  ___________________________________________________________________
 GR1748  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 GR1748  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 GR1748
 GR1748  HORZ ORDER  -  THIRD
 GR1748
 GR1748.The horizontal coordinates were established by classical geodetic methods
 GR1748.and adjusted by the National Geodetic Survey in June 1998..
 GR1748
 GR1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1748
 GR1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1748
 GR1748.The geoid height was determined by GEOID03.
 GR1748
 GR1748;                    North         East     Units Scale Factor Converg.
 GR1748;SPC NV E     - 8,191,256.034   310,473.251   MT  1.00005032   +0 43 57.8
 GR1748;SPC NV E     -26,874,145.84  1,018,610.99   sFT  1.00005032   +0 43 57.8
 GR1748;UTM  11      - 4,039,075.475   737,385.449   MT  1.00029434   +1 34 31.5
 GR1748
 GR1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1748!SPC NV E     -   0.99994535  x   1.00005032  =   0.99999567
 GR1748!UTM  11      -   0.99994535  x   1.00029434  =   1.00023968
 GR1748
 GR1748:                Primary Azimuth Mark                     Grid Az
 GR1748:SPC NV E     -  N 77                                     183 35 21.1
 GR1748:UTM  11      -  N 77                                     182 44 47.4
 GR1748
 GR1748|---------------------------------------------------------------------|
 GR1748| PID    Reference Object                     Distance      Geod. Az  |
 GR1748|                                                           dddmmss.s |
 GR1748| GR1743 N 77                                APPROX. 3.1 KM 1841918.9 |
 GR1748|---------------------------------------------------------------------|
 GR1748
 GR1748                          SUPERSEDED SURVEY CONTROL
 GR1748
 GR1748  NAD 83(1994)-  36 28 03.29202(N)    114 21 02.40771(W) AD(       ) 3
 GR1748  NAD 83(1992)-  36 28 03.29207(N)    114 21 02.40824(W) AD(       ) 3
 GR1748  NAD 83(1986)-  36 28 03.28442(N)    114 21 02.39037(W) AD(       ) 3
 GR1748  NGVD 29 (06/27/88)  375.0    (m)         1230.     (f) VERT ANG       
 GR1748
 GR1748.Superseded values are not recommended for survey control.
 GR1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1748.See file dsdata.txt to determine how the superseded data were derived.
 GR1748
 GR1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3738539075(NAD 83)
 GR1748_MARKER: DS = TRIANGULATION STATION DISK
 GR1748_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1748_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1748
 GR1748  HISTORY     - Date     Condition        Report By
 GR1748  HISTORY     - 1948     MONUMENTED       USGS
 GR1748
 GR1748                          STATION DESCRIPTION
 GR1748
 GR1748'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1748'LOCATED ABOUT 1.7 MI N. OF OVERTON BOAT DOCK, ABOUT 0.3 MI N. OF
 GR1748'PROMINENT POINT AT JCT. OF VIRGIN RIVER AND MUDDY CREEK.  ON
 GR1748'PROMINENT TOP WHICH IS HIGHEST IN IMMEDIATE VICINITY, ABOUT 130
 GR1748'FT. ABOVE HIGH WATER MARK.
 GR1748'
 GR1748'TO REACH NOT GIVEN.
 GR1748'
 GR1748'STATION MARK--STANDARD TABLET STAMPED---N80 1948---, WELDED TO
 GR1748'2-INCH IRON PIPE.
 GR1748'
 GR1748'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1749 ***********************************************************************
 GR1749  DESIGNATION -  N 80 A
 GR1749  PID         -  GR1749
 GR1749  STATE/COUNTY-  NV/CLARK
 GR1749  USGS QUAD   -  OVERTON BEACH (1983)
 GR1749
 GR1749                         *CURRENT SURVEY CONTROL
 GR1749  ___________________________________________________________________
 GR1749* NAD 83(1994)-  36 28 49.52369(N)    114 20 39.18786(W)     ADJUSTED  
 GR1749* NAVD 88     -       390.6    (meters)    1281.     (feet)  VERTCON   
 GR1749  ___________________________________________________________________
 GR1749  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 GR1749  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 GR1749
 GR1749  HORZ ORDER  -  THIRD
 GR1749
 GR1749.The horizontal coordinates were established by classical geodetic methods
 GR1749.and adjusted by the National Geodetic Survey in June 1998..
 GR1749
 GR1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1749
 GR1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1749
 GR1749.The geoid height was determined by GEOID03.
 GR1749
 GR1749;                    North         East     Units Scale Factor Converg.
 GR1749;SPC NV E     - 8,192,688.468   311,033.025   MT  1.00005184   +0 44 12.4
 GR1749;SPC NV E     -26,878,845.42  1,020,447.52   sFT  1.00005184   +0 44 12.4
 GR1749;UTM  11      - 4,040,516.340   737,924.225   MT  1.00029750   +1 34 47.0
 GR1749
 GR1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1749!SPC NV E     -   0.99994299  x   1.00005184  =   0.99999483
 GR1749!UTM  11      -   0.99994299  x   1.00029750  =   1.00024047
 GR1749
 GR1749:                Primary Azimuth Mark                     Grid Az
 GR1749:SPC NV E     -  N 80 B                                   196 49 04.0
 GR1749:UTM  11      -  N 80 B                                   195 58 29.4
 GR1749
 GR1749|---------------------------------------------------------------------|
 GR1749| PID    Reference Object                     Distance      Geod. Az  |
 GR1749|                                                           dddmmss.s |
 GR1749| GR1750 N 80 B                              APPROX. 1.4 KM 1973316.4 |
 GR1749|---------------------------------------------------------------------|
 GR1749
 GR1749                          SUPERSEDED SURVEY CONTROL
 GR1749
 GR1749  NAD 83(1994)-  36 28 49.52367(N)    114 20 39.18722(W) AD(       ) 3
 GR1749  NAD 83(1992)-  36 28 49.52373(N)    114 20 39.18782(W) AD(       ) 3
 GR1749  NAD 83(1986)-  36 28 49.51676(N)    114 20 39.16945(W) AD(       ) 3
 GR1749  NGVD 29 (06/27/88)  390.0    (m)         1280.     (f) VERT ANG       
 GR1749
 GR1749.Superseded values are not recommended for survey control.
 GR1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1749.See file dsdata.txt to determine how the superseded data were derived.
 GR1749
 GR1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3792440516(NAD 83)
 GR1749_MARKER: DS = TRIANGULATION STATION DISK
 GR1749_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1749_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1749
 GR1749  HISTORY     - Date     Condition        Report By
 GR1749  HISTORY     - 1948     MONUMENTED       USGS
 GR1749
 GR1749                          STATION DESCRIPTION
 GR1749
 GR1749'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1749'LOCATED ABOUT 2.5 MI NE. OF OVERTON BOAT DOCK.  ON WEST SIDE OF
 GR1749'THE NARROWS, AT JCT. OF TWO MINOR SPUR RIDGES, ABOUT 250 FT.
 GR1749'ABOVE HIGH WATER MARK.
 GR1749'
 GR1749'TO REACH NOT GIVEN.
 GR1749'
 GR1749'STATION MARK--STANDARD TABLET STAMPED---N80A 1948---, WELDED TO
 GR1749'2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
 GR1749'
 GR1749'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1750 ***********************************************************************
 GR1750  DESIGNATION -  N 80 B
 GR1750  PID         -  GR1750
 GR1750  STATE/COUNTY-  NV/CLARK
 GR1750  USGS QUAD   -  OVERTON BEACH (1983)
 GR1750
 GR1750                         *CURRENT SURVEY CONTROL
 GR1750  ___________________________________________________________________
 GR1750* NAD 83(1994)-  36 28 04.79481(N)    114 20 56.70649(W)     ADJUSTED  
 GR1750* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1750  ___________________________________________________________________
 GR1750  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 GR1750  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 GR1750
 GR1750  HORZ ORDER  -  THIRD
 GR1750
 GR1750.The horizontal coordinates were established by classical geodetic methods
 GR1750.and adjusted by the National Geodetic Survey in June 1998..
 GR1750
 GR1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1750
 GR1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1750
 GR1750.The geoid height was determined by GEOID03.
 GR1750
 GR1750;                    North         East     Units Scale Factor Converg.
 GR1750;SPC NV E     - 8,191,304.173   310,614.611   MT  1.00005070   +0 44 01.2
 GR1750;SPC NV E     -26,874,303.77  1,019,074.77   sFT  1.00005070   +0 44 01.2
 GR1750;UTM  11      - 4,039,125.700   737,526.121   MT  1.00029516   +1 34 34.9
 GR1750
 GR1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1750!SPC NV E     -   0.99994692  x   1.00005070  =   0.99999762
 GR1750!UTM  11      -   0.99994692  x   1.00029516  =   1.00024206
 GR1750
 GR1750                          SUPERSEDED SURVEY CONTROL
 GR1750
 GR1750  NAD 83(1994)-  36 28 04.79484(N)    114 20 56.70587(W) AD(       ) 3
 GR1750  NAD 83(1992)-  36 28 04.79489(N)    114 20 56.70641(W) AD(       ) 3
 GR1750  NAD 83(1986)-  36 28 04.78726(N)    114 20 56.68844(W) AD(       ) 3
 GR1750  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1750
 GR1750.Superseded values are not recommended for survey control.
 GR1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1750.See file dsdata.txt to determine how the superseded data were derived.
 GR1750
 GR1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3752639126(NAD 83)
 GR1750_MARKER: DS = TRIANGULATION STATION DISK
 GR1750_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1750_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1750
 GR1750  HISTORY     - Date     Condition        Report By
 GR1750  HISTORY     - 1948     MONUMENTED       USGS
 GR1750
 GR1750                          STATION DESCRIPTION
 GR1750
 GR1750'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1750'NOT OCCUPIED.
 GR1750'
 GR1750'LOCATED ABOUT 1.7 MI N. OF OVERTON BOAT DOCK.  ON WEST SIDE OF THE
 GR1750'NARROWS, ABOUT 40 FT. W. OF HIGH WATER MARK AT EAST END OF SMALL,
 GR1750'SHARP SPUR RIDGE, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1750'
 GR1750'STATION MARK--STANDARD TABLET STAMPED---N80B 1948---, WELDED TO
 GR1750'2-INCH IRON PIPE PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1751 ***********************************************************************
 GR1751  DESIGNATION -  N 80 C
 GR1751  PID         -  GR1751
 GR1751  STATE/COUNTY-  NV/CLARK
 GR1751  USGS QUAD   -  OVERTON BEACH (1983)
 GR1751
 GR1751                         *CURRENT SURVEY CONTROL
 GR1751  ___________________________________________________________________
 GR1751* NAD 83(1994)-  36 28 13.52748(N)    114 20 16.37018(W)     ADJUSTED  
 GR1751* NAVD 88     -       391.6    (meters)    1285.     (feet)  VERTCON   
 GR1751  ___________________________________________________________________
 GR1751  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 GR1751  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 GR1751
 GR1751  HORZ ORDER  -  THIRD
 GR1751
 GR1751.The horizontal coordinates were established by classical geodetic methods
 GR1751.and adjusted by the National Geodetic Survey in June 1998..
 GR1751
 GR1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1751
 GR1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1751
 GR1751.The geoid height was determined by GEOID03.
 GR1751
 GR1751;                    North         East     Units Scale Factor Converg.
 GR1751;SPC NV E     - 8,191,586.262   311,615.341   MT  1.00005344   +0 44 25.4
 GR1751;SPC NV E     -26,875,229.26  1,022,358.00   sFT  1.00005344   +0 44 25.4
 GR1751;UTM  11      - 4,039,422.550   738,522.839   MT  1.00030101   +1 34 59.3
 GR1751
 GR1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1751!SPC NV E     -   0.99994283  x   1.00005344  =   0.99999627
 GR1751!UTM  11      -   0.99994283  x   1.00030101  =   1.00024383
 GR1751
 GR1751:                Primary Azimuth Mark                     Grid Az
 GR1751:SPC NV E     -  N 80                                     253 52 23.1
 GR1751:UTM  11      -  N 80                                     253 01 49.2
 GR1751
 GR1751|---------------------------------------------------------------------|
 GR1751| PID    Reference Object                     Distance      Geod. Az  |
 GR1751|                                                           dddmmss.s |
 GR1751| GR1748 N 80                                APPROX. 1.2 KM 2543648.5 |
 GR1751|---------------------------------------------------------------------|
 GR1751
 GR1751                          SUPERSEDED SURVEY CONTROL
 GR1751
 GR1751  NAD 83(1994)-  36 28 13.52748(N)    114 20 16.36959(W) AD(       ) 3
 GR1751  NAD 83(1992)-  36 28 13.52756(N)    114 20 16.37014(W) AD(       ) 3
 GR1751  NAD 83(1986)-  36 28 13.52001(N)    114 20 16.35152(W) AD(       ) 3
 GR1751  NGVD 29 (06/27/88)  391.0    (m)         1283.     (f) VERT ANG       
 GR1751
 GR1751.Superseded values are not recommended for survey control.
 GR1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1751.See file dsdata.txt to determine how the superseded data were derived.
 GR1751
 GR1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3852339423(NAD 83)
 GR1751_MARKER: DS = TRIANGULATION STATION DISK
 GR1751_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1751_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1751
 GR1751  HISTORY     - Date     Condition        Report By
 GR1751  HISTORY     - 1948     MONUMENTED       USGS
 GR1751
 GR1751                          STATION DESCRIPTION
 GR1751
 GR1751'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1751'LOCATED ABOUT 2.1 MI NE. OF OVERTON BOAT DOCK.  ON EAST SIDE OF
 GR1751'THE NARROWS, ABOUT 40 FT. SE. OF NORTHWEST END (WHERE IT DROPS
 GR1751'OFF ABRUPTLY) OF LOW, FLAT RIDGE, ABOUT 10 FT. ABOVE HIGH WATER
 GR1751'MARK.
 GR1751'
 GR1751'TO REACH NOT GIVEN.
 GR1751'
 GR1751'STATION MARK--STANDARD TABLET STAMPED---N80C 1948---, WELDED TO
 GR1751'2-INCH IRON PIPE PROJECTING 2 INCHES ABOVE GROUND.
 GR1751'
 GR1751'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0287 ***********************************************************************
 GR0287  DESIGNATION -  N 80 D
 GR0287  PID         -  GR0287
 GR0287  STATE/COUNTY-  NV/CLARK
 GR0287  USGS QUAD   -  OVERTON BEACH (1983)
 GR0287
 GR0287                         *CURRENT SURVEY CONTROL
 GR0287  ___________________________________________________________________
 GR0287* NAD 83(1994)-  36 28 34.45471(N)    114 20 45.89750(W)     ADJUSTED  
 GR0287* NAVD 88     -       377.209  (meters)    1237.56   (feet)  POSTED    
 GR0287  ___________________________________________________________________
 GR0287  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 GR0287  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GR0287  DYNAMIC HT  -         376.850 (meters)    1236.38  (feet)  COMP
 GR0287  MODELED GRAV-     979,660.7   (mgal)                       NAVD 88
 GR0287
 GR0287  HORZ ORDER  -  THIRD
 GR0287  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0287
 GR0287.The horizontal coordinates were established by classical geodetic methods
 GR0287.and adjusted by the National Geodetic Survey in June 1998..
 GR0287
 GR0287.The orthometric height was determined by differential leveling
 GR0287.and adjusted by the National Geodetic Survey in 1992..
 GR0287.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0287.rate of 0.0 thru 1.0 mm/km.
 GR0287
 GR0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0287
 GR0287.The geoid height was determined by GEOID03.
 GR0287
 GR0287.The dynamic height is computed by dividing the NAVD 88
 GR0287.geopotential number by the normal gravity value computed on the
 GR0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0287.degrees latitude (g = 980.6199 gals.).
 GR0287
 GR0287.The modeled gravity was interpolated from observed gravity values.
 GR0287
 GR0287;                    North         East     Units Scale Factor Converg.
 GR0287;SPC NV E     - 8,192,221.843   310,871.974   MT  1.00005140   +0 44 08.2
 GR0287;SPC NV E     -26,877,314.50  1,019,919.13   sFT  1.00005140   +0 44 08.2
 GR0287;UTM  11      - 4,040,047.282   737,770.017   MT  1.00029659   +1 34 42.5
 GR0287
 GR0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0287!SPC NV E     -   0.99994510  x   1.00005140  =   0.99999650
 GR0287!UTM  11      -   0.99994510  x   1.00029659  =   1.00024167
 GR0287
 GR0287                          SUPERSEDED SURVEY CONTROL
 GR0287
 GR0287  NAD 83(1994)-  36 28 34.45471(N)    114 20 45.89687(W) AD(       ) 3
 GR0287  NAD 83(1992)-  36 28 34.45476(N)    114 20 45.89744(W) AD(       ) 3
 GR0287  NAD 83(1986)-  36 28 34.44756(N)    114 20 45.87923(W) AD(       ) 3
 GR0287  NGVD 29 (??/??/92)  376.564  (m)         1235.44   (f) ADJ UNCH    1 1
 GR0287
 GR0287.Superseded values are not recommended for survey control.
 GR0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0287.See file dsdata.txt to determine how the superseded data were derived.
 GR0287
 GR0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3777040047(NAD 83)
 GR0287_MARKER: DS = TRIANGULATION STATION DISK
 GR0287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0287_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0287_STAMPING: N 80 D 1948
 GR0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0287
 GR0287  HISTORY     - Date     Condition        Report By
 GR0287  HISTORY     - 1948     MONUMENTED       USGS
 GR0287  HISTORY     - 1950     GOOD             NGS
 GR0287
 GR0287                          STATION DESCRIPTION
 GR0287
 GR0287'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR0287'NOT OCCUPIED.
 GR0287'
 GR0287'LOCATED ABOUT 2.3 MI NE. OF OVERTON BOAT DOCK.  ON WEST SIDE OF
 GR0287'THE NARROWS, ABOUT 175 FT. NW. OF HIGH WATER MARK AT SOUTHEAST
 GR0287'END OF LOW RIDGE, ABOUT 5 FT. ABOVE HIGH WATER MARK.
 GR0287'
 GR0287'STATION MARK--STANDARD TABLET STAMPED---N80D 1948---, WELDED TO
 GR0287'2-INCH IRON PIPE PROJECTING 2 INCHES ABOVE GROUND.
 GR0287
 GR0287                          STATION RECOVERY (1950)
 GR0287
 GR0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 GR0287'13.2 MI E FROM OVERTON.
 GR0287'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT
 GR0287'OVERTON, THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3
 GR0287'MILES NORTH ALONG A GRADED ROAD, THENCE 2.7 MILES NORTHEAST ALONG A
 GR0287'TRACK ROAD, THENCE 5.7 MILES SOUTHEAST ACROSS MORMON MESA, THENCE 3.2
 GR0287'MILES SOUTHEAST ALONG A PROMINENT RIDGE, ON THE TOP OF A FLAT TOP
 GR0287'RIDGE, ABOUT 300 YARDS NORTHWEST OF THE EDGE OF LAKE MEAD, AND BRAZED
 GR0287'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1752 ***********************************************************************
 GR1752  DESIGNATION -  N 80 E
 GR1752  PID         -  GR1752
 GR1752  STATE/COUNTY-  NV/CLARK
 GR1752  USGS QUAD   -  OVERTON BEACH (1983)
 GR1752
 GR1752                         *CURRENT SURVEY CONTROL
 GR1752  ___________________________________________________________________
 GR1752* NAD 83(1994)-  36 28 43.95156(N)    114 20 12.27251(W)     ADJUSTED  
 GR1752* NAVD 88     -       377.6    (meters)    1239.     (feet)  VERTCON   
 GR1752  ___________________________________________________________________
 GR1752  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 GR1752  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GR1752
 GR1752  HORZ ORDER  -  THIRD
 GR1752
 GR1752.The horizontal coordinates were established by classical geodetic methods
 GR1752.and adjusted by the National Geodetic Survey in June 1998..
 GR1752
 GR1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1752
 GR1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1752
 GR1752.The geoid height was determined by GEOID03.
 GR1752
 GR1752;                    North         East     Units Scale Factor Converg.
 GR1752;SPC NV E     - 8,192,525.357   311,705.222   MT  1.00005369   +0 44 28.3
 GR1752;SPC NV E     -26,878,310.28  1,022,652.88   sFT  1.00005369   +0 44 28.3
 GR1752;UTM  11      - 4,040,363.098   738,598.915   MT  1.00030146   +1 35 02.8
 GR1752
 GR1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1752!SPC NV E     -   0.99994503  x   1.00005369  =   0.99999872
 GR1752!UTM  11      -   0.99994503  x   1.00030146  =   1.00024647
 GR1752
 GR1752:                Primary Azimuth Mark                     Grid Az
 GR1752:SPC NV E     -  N 80 C                                   185 28 01.5
 GR1752:UTM  11      -  N 80 C                                   184 37 27.0
 GR1752
 GR1752|---------------------------------------------------------------------|
 GR1752| PID    Reference Object                     Distance      Geod. Az  |
 GR1752|                                                           dddmmss.s |
 GR1752| GR1751 N 80 C                              APPROX. 0.9 KM 1861229.8 |
 GR1752|---------------------------------------------------------------------|
 GR1752
 GR1752                          SUPERSEDED SURVEY CONTROL
 GR1752
 GR1752  NAD 83(1994)-  36 28 43.95153(N)    114 20 12.27190(W) AD(       ) 3
 GR1752  NAD 83(1992)-  36 28 43.95160(N)    114 20 12.27249(W) AD(       ) 3
 GR1752  NAD 83(1986)-  36 28 43.94451(N)    114 20 12.25375(W) AD(       ) 3
 GR1752  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GR1752
 GR1752.Superseded values are not recommended for survey control.
 GR1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1752.See file dsdata.txt to determine how the superseded data were derived.
 GR1752
 GR1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3859940363(NAD 83)
 GR1752_MARKER: DS = TRIANGULATION STATION DISK
 GR1752_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1752_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1752
 GR1752  HISTORY     - Date     Condition        Report By
 GR1752  HISTORY     - 1948     MONUMENTED       USGS
 GR1752
 GR1752                          STATION DESCRIPTION
 GR1752
 GR1752'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1752'LOCATED ABOUT 2.8 MI NE. OF OVERTON BOAT DOCK.  ON EAST SIDE OF
 GR1752'THE NARROWS, ON SMALL, PROMINENT HILL THAT WOULD BE AN ISLAND AT
 GR1752'HIGH WATER, ABOUT 40 FT. W. OF HIGHEST POINT, ABOUT 25 FT. ABOVE
 GR1752'HIGH WATER MARK.
 GR1752'
 GR1752'TO REACH NOT GIVEN.
 GR1752'
 GR1752'STATION MARK--STANDARD TABLET STAMPED---N80E 1948---, WELDED TO
 GR1752'2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
 GR1752'
 GR1752'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1753 ***********************************************************************
 GR1753  DESIGNATION -  N 80 F
 GR1753  PID         -  GR1753
 GR1753  STATE/COUNTY-  NV/CLARK
 GR1753  USGS QUAD   -  OVERTON BEACH (1983)
 GR1753
 GR1753                         *CURRENT SURVEY CONTROL
 GR1753  ___________________________________________________________________
 GR1753* NAD 83(1994)-  36 28 59.48443(N)    114 19 52.50671(W)     ADJUSTED  
 GR1753* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1753  ___________________________________________________________________
 GR1753  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 GR1753  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GR1753
 GR1753  HORZ ORDER  -  THIRD
 GR1753
 GR1753.The horizontal coordinates were established by classical geodetic methods
 GR1753.and adjusted by the National Geodetic Survey in June 1998..
 GR1753
 GR1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1753
 GR1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1753
 GR1753.The geoid height was determined by GEOID03.
 GR1753
 GR1753;                    North         East     Units Scale Factor Converg.
 GR1753;SPC NV E     - 8,193,010.514   312,191.020   MT  1.00005503   +0 44 40.4
 GR1753;SPC NV E     -26,879,901.99  1,024,246.70   sFT  1.00005503   +0 44 40.4
 GR1753;UTM  11      - 4,040,855.472   739,077.641   MT  1.00030427   +1 35 15.2
 GR1753
 GR1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1753!SPC NV E     -   0.99994691  x   1.00005503  =   1.00000193
 GR1753!UTM  11      -   0.99994691  x   1.00030427  =   1.00025116
 GR1753
 GR1753:                Primary Azimuth Mark                     Grid Az
 GR1753:SPC NV E     -  N 80 J                                   001 33 20.1
 GR1753:UTM  11      -  N 80 J                                   000 42 45.3
 GR1753
 GR1753|---------------------------------------------------------------------|
 GR1753| PID    Reference Object                     Distance      Geod. Az  |
 GR1753|                                                           dddmmss.s |
 GR1753| GR1756 N 80 J                              APPROX. 0.6 KM 0021800.5 |
 GR1753| GR1752 N 80 E                              APPROX. 0.7 KM 2254656.2 |
 GR1753| GR1755 N 80 H                              411.446 METERS 3240626.0 |
 GR1753|---------------------------------------------------------------------|
 GR1753
 GR1753                          SUPERSEDED SURVEY CONTROL
 GR1753
 GR1753  NAD 83(1994)-  36 28 59.48438(N)    114 19 52.50611(W) AD(       ) 3
 GR1753  NAD 83(1992)-  36 28 59.48446(N)    114 19 52.50672(W) AD(       ) 3
 GR1753  NAD 83(1986)-  36 28 59.47756(N)    114 19 52.48769(W) AD(       ) 3
 GR1753  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1753
 GR1753.Superseded values are not recommended for survey control.
 GR1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1753.See file dsdata.txt to determine how the superseded data were derived.
 GR1753
 GR1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3907840855(NAD 83)
 GR1753_MARKER: DS = TRIANGULATION STATION DISK
 GR1753_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1753_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1753
 GR1753  HISTORY     - Date     Condition        Report By
 GR1753  HISTORY     - 1948     MONUMENTED       USGS
 GR1753
 GR1753                          STATION DESCRIPTION
 GR1753
 GR1753'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1753'LOCATED ABOUT 3.1 MI NE. OF OVERTON BOAT DOCK.  ON EAST SIDE OF
 GR1753'THE NARROWS, ABOUT 80 FT. E. OF HIGH WATER MARK AT WEST END OF
 GR1753'SPUR RIDGE, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1753'
 GR1753'TO REACH NOT GIVEN.
 GR1753'
 GR1753'STATION MARK--STANDARD TABLET STAMPED---N80F 1948---, WELDED TO
 GR1753'2-INCH IRON PIPE.
 GR1753'
 GR1753'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1754 ***********************************************************************
 GR1754  DESIGNATION -  N 80 G
 GR1754  PID         -  GR1754
 GR1754  STATE/COUNTY-  NV/CLARK
 GR1754  USGS QUAD   -  OVERTON BEACH (1983)
 GR1754
 GR1754                         *CURRENT SURVEY CONTROL
 GR1754  ___________________________________________________________________
 GR1754* NAD 83(1994)-  36 29 16.68437(N)    114 19 37.23831(W)     ADJUSTED  
 GR1754* NAVD 88     -       368.6    (meters)    1209.     (feet)  VERTCON   
 GR1754  ___________________________________________________________________
 GR1754  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 GR1754  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 GR1754
 GR1754  HORZ ORDER  -  THIRD
 GR1754
 GR1754.The horizontal coordinates were established by classical geodetic methods
 GR1754.and adjusted by the National Geodetic Survey in June 1998..
 GR1754
 GR1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1754
 GR1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1754
 GR1754.The geoid height was determined by GEOID03.
 GR1754
 GR1754;                    North         East     Units Scale Factor Converg.
 GR1754;SPC NV E     - 8,193,545.625   312,564.153   MT  1.00005606   +0 44 49.8
 GR1754;SPC NV E     -26,881,657.60  1,025,470.89   sFT  1.00005606   +0 44 49.8
 GR1754;UTM  11      - 4,041,396.150   739,442.952   MT  1.00030643   +1 35 24.9
 GR1754
 GR1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1754!SPC NV E     -   0.99994643  x   1.00005606  =   1.00000249
 GR1754!UTM  11      -   0.99994643  x   1.00030643  =   1.00025285
 GR1754
 GR1754:                Primary Azimuth Mark                     Grid Az
 GR1754:SPC NV E     -  N 80 F                                   214 53 17.0
 GR1754:UTM  11      -  N 80 F                                   214 02 41.9
 GR1754
 GR1754|---------------------------------------------------------------------|
 GR1754| PID    Reference Object                     Distance      Geod. Az  |
 GR1754|                                                           dddmmss.s |
 GR1754| GR1753 N 80 F                              APPROX. 0.7 KM 2153806.8 |
 GR1754| GR1756 N 80 J                              362.307 METERS 28040     |
 GR1754|---------------------------------------------------------------------|
 GR1754
 GR1754                          SUPERSEDED SURVEY CONTROL
 GR1754
 GR1754  NAD 83(1994)-  36 29 16.68429(N)    114 19 37.23770(W) AD(       ) 3
 GR1754  NAD 83(1992)-  36 29 16.68438(N)    114 19 37.23834(W) AD(       ) 3
 GR1754  NAD 83(1986)-  36 29 16.67771(N)    114 19 37.21904(W) AD(       ) 3
 GR1754  NGVD 29 (06/27/88)  368.0    (m)         1207.     (f) VERT ANG       
 GR1754
 GR1754.Superseded values are not recommended for survey control.
 GR1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1754.See file dsdata.txt to determine how the superseded data were derived.
 GR1754
 GR1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3944341396(NAD 83)
 GR1754_MARKER: DS = TRIANGULATION STATION DISK
 GR1754_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1754_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1754
 GR1754  HISTORY     - Date     Condition        Report By
 GR1754  HISTORY     - 1948     MONUMENTED       USGS
 GR1754
 GR1754                          STATION DESCRIPTION
 GR1754
 GR1754'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1754'LOCATED ABOUT 3.5 MI NE. OF OVERTON BOAT DOCK.  ON EAST SIDE OF
 GR1754'THE NARROWS, ON SIDEHILL ABOUT 1500 FT. S. OF ENTRANCE TO THE
 GR1754'NARROWS, ABOUT 25 FT. ABOVE HIGH WATER MARK.
 GR1754'
 GR1754'TO REACH NOT GIVEN.
 GR1754'
 GR1754'STATION MARK--STANDARD TABLET STAMPED---N80G 1948---, WELDED TO
 GR1754'2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
 GR1754'
 GR1754'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1755 ***********************************************************************
 GR1755  DESIGNATION -  N 80 H
 GR1755  PID         -  GR1755
 GR1755  STATE/COUNTY-  NV/CLARK
 GR1755  USGS QUAD   -  OVERTON BEACH (1983)
 GR1755
 GR1755                         *CURRENT SURVEY CONTROL
 GR1755  ___________________________________________________________________
 GR1755* NAD 83(1994)-  36 29 10.29779(N)    114 20 02.19778(W)     ADJUSTED  
 GR1755* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1755  ___________________________________________________________________
 GR1755  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 GR1755  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GR1755
 GR1755  HORZ ORDER  -  THIRD
 GR1755
 GR1755.The horizontal coordinates were established by classical geodetic methods
 GR1755.and adjusted by the National Geodetic Survey in June 1998..
 GR1755
 GR1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1755
 GR1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1755
 GR1755.The geoid height was determined by GEOID03.
 GR1755
 GR1755;                    North         East     Units Scale Factor Converg.
 GR1755;SPC NV E     - 8,193,340.689   311,945.476   MT  1.00005435   +0 44 34.8
 GR1755;SPC NV E     -26,880,985.24  1,023,441.12   sFT  1.00005435   +0 44 34.8
 GR1755;UTM  11      - 4,041,182.079   738,827.204   MT  1.00030280   +1 35 09.8
 GR1755
 GR1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1755!SPC NV E     -   0.99994691  x   1.00005435  =   1.00000125
 GR1755!UTM  11      -   0.99994691  x   1.00030280  =   1.00024969
 GR1755
 GR1755:                Primary Azimuth Mark                     Grid Az
 GR1755:SPC NV E     -  N 80 F                                   143 21 45.4
 GR1755:UTM  11      -  N 80 F                                   142 31 10.4
 GR1755
 GR1755|---------------------------------------------------------------------|
 GR1755| PID    Reference Object                     Distance      Geod. Az  |
 GR1755|                                                           dddmmss.s |
 GR1755| GR1753 N 80 F                              411.446 METERS 1440620.2 |
 GR1755| GR1752 N 80 E                              APPROX. 0.8 KM 1970941.8 |
 GR1755|---------------------------------------------------------------------|
 GR1755
 GR1755                          SUPERSEDED SURVEY CONTROL
 GR1755
 GR1755  NAD 83(1994)-  36 29 10.29773(N)    114 20 02.19716(W) AD(       ) 3
 GR1755  NAD 83(1992)-  36 29 10.29781(N)    114 20 02.19779(W) AD(       ) 3
 GR1755  NAD 83(1986)-  36 29 10.29107(N)    114 20 02.17887(W) AD(       ) 3
 GR1755  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1755
 GR1755.Superseded values are not recommended for survey control.
 GR1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1755.See file dsdata.txt to determine how the superseded data were derived.
 GR1755
 GR1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3882741182(NAD 83)
 GR1755_MARKER: DS = TRIANGULATION STATION DISK
 GR1755_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1755_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1755
 GR1755  HISTORY     - Date     Condition        Report By
 GR1755  HISTORY     - 1948     MONUMENTED       USGS
 GR1755
 GR1755                          STATION DESCRIPTION
 GR1755
 GR1755'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1755'LOCATED ABOUT 3.2 MI NE. OF OVERTON BOAT DOCK.  ON WEST SIDE OF
 GR1755'THE NARROWS, 50 FT. W. OF HIGH WATER MARK AT EAST END OF SHORT,
 GR1755'SHARP SPUR RIDGE, ABOUT 15 FT. ABOVE HIGH WATER MARK.
 GR1755'
 GR1755'TO REACH NOT GIVEN.
 GR1755'
 GR1755'STATION MARK--STANDARD TABLET STAMPED---N80H 1948---, WELDED TO
 GR1755'2-INCH IRON PIPE PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 GR1755'
 GR1755'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1756 ***********************************************************************
 GR1756  DESIGNATION -  N 80 J
 GR1756  PID         -  GR1756
 GR1756  STATE/COUNTY-  NV/CLARK
 GR1756  USGS QUAD   -  OVERTON BEACH (1983)
 GR1756
 GR1756                         *CURRENT SURVEY CONTROL
 GR1756  ___________________________________________________________________
 GR1756* NAD 83(1994)-  36 29 18.86065(N)    114 19 51.54287(W)     ADJUSTED  
 GR1756* NAVD 88     -       416.6    (meters)    1367.     (feet)  VERTCON   
 GR1756  ___________________________________________________________________
 GR1756  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 GR1756  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 GR1756
 GR1756  HORZ ORDER  -  THIRD
 GR1756
 GR1756.The horizontal coordinates were established by classical geodetic methods
 GR1756.and adjusted by the National Geodetic Survey in June 1998..
 GR1756
 GR1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1756
 GR1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1756
 GR1756.The geoid height was determined by GEOID03.
 GR1756
 GR1756;                    North         East     Units Scale Factor Converg.
 GR1756;SPC NV E     - 8,193,608.070   312,207.247   MT  1.00005507   +0 44 41.3
 GR1756;SPC NV E     -26,881,862.48  1,024,299.94   sFT  1.00005507   +0 44 41.3
 GR1756;UTM  11      - 4,041,453.351   739,085.076   MT  1.00030432   +1 35 16.5
 GR1756
 GR1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1756!SPC NV E     -   0.99993890  x   1.00005507  =   0.99999397
 GR1756!UTM  11      -   0.99993890  x   1.00030432  =   1.00024320
 GR1756
 GR1756|---------------------------------------------------------------------|
 GR1756| PID    Reference Object                     Distance      Geod. Az  |
 GR1756|                                                           dddmmss.s |
 GR1756| GR1754 N 80 G                              362.307 METERS 10040     |
 GR1756| GR1753 N 80 F                              APPROX. 0.6 KM 1821801.1 |
 GR1756|---------------------------------------------------------------------|
 GR1756
 GR1756                          SUPERSEDED SURVEY CONTROL
 GR1756
 GR1756  NAD 83(1994)-  36 29 18.86058(N)    114 19 51.54225(W) AD(       ) 3
 GR1756  NAD 83(1992)-  36 29 18.86067(N)    114 19 51.54289(W) AD(       ) 3
 GR1756  NAD 83(1986)-  36 29 18.85407(N)    114 19 51.52372(W) AD(       ) 3
 GR1756  NGVD 29 (06/27/88)  416.0    (m)         1365.     (f) VERT ANG       
 GR1756
 GR1756.Superseded values are not recommended for survey control.
 GR1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1756.See file dsdata.txt to determine how the superseded data were derived.
 GR1756
 GR1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3908541453(NAD 83)
 GR1756_MARKER: DS = TRIANGULATION STATION DISK
 GR1756_SETTING: 80 = SET IN A BOULDER
 GR1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1756+STABILITY: SURFACE MOTION
 GR1756
 GR1756  HISTORY     - Date     Condition        Report By
 GR1756  HISTORY     - 1948     MONUMENTED       USGS
 GR1756
 GR1756                          STATION DESCRIPTION
 GR1756
 GR1756'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1756'LOCATED 3.4 MI NE. OF OVERTON BOAT DOCK.  ON WEST SIDE OF THE
 GR1756'NARROWS, ABOUT 75 FT. NE. OF SOUTHWEST RIM OF PLATEAU, ABOUT 200
 GR1756'FT. ABOVE HIGH WATER MARK.
 GR1756'
 GR1756'TO REACH NOT GIVEN.
 GR1756'
 GR1756'STATION MARK--STANDARD TABLET STAMPED---N80J 1948---, CEMENTED IN
 GR1756'TOP OF CONGLOMERATE ROCK FLUSH WITH GROUND.
 GR1756'
 GR1756'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1757 ***********************************************************************
 GR1757  DESIGNATION -  N 80 K
 GR1757  PID         -  GR1757
 GR1757  STATE/COUNTY-  NV/CLARK
 GR1757  USGS QUAD   -  OVERTON BEACH (1983)
 GR1757
 GR1757                         *CURRENT SURVEY CONTROL
 GR1757  ___________________________________________________________________
 GR1757* NAD 83(1994)-  36 28 57.26524(N)    114 19 41.53312(W)     ADJUSTED  
 GR1757* NAVD 88     -       414.6    (meters)    1360.     (feet)  VERTCON   
 GR1757  ___________________________________________________________________
 GR1757  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 GR1757  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 GR1757
 GR1757  HORZ ORDER  -  THIRD
 GR1757
 GR1757.The horizontal coordinates were established by classical geodetic methods
 GR1757.and adjusted by the National Geodetic Survey in June 1998..
 GR1757
 GR1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1757
 GR1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1757
 GR1757.The geoid height was determined by GEOID03.
 GR1757
 GR1757;                    North         East     Units Scale Factor Converg.
 GR1757;SPC NV E     - 8,192,945.665   312,465.055   MT  1.00005579   +0 44 46.9
 GR1757;SPC NV E     -26,879,689.24  1,025,145.77   sFT  1.00005579   +0 44 46.9
 GR1757;UTM  11      - 4,040,794.646   739,352.670   MT  1.00030590   +1 35 21.6
 GR1757
 GR1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1757!SPC NV E     -   0.99993922  x   1.00005579  =   0.99999500
 GR1757!UTM  11      -   0.99993922  x   1.00030590  =   1.00024510
 GR1757
 GR1757:                Primary Azimuth Mark                     Grid Az
 GR1757:SPC NV E     -  N 80                                     229 41 31.9
 GR1757:UTM  11      -  N 80                                     228 50 57.2
 GR1757
 GR1757|---------------------------------------------------------------------|
 GR1757| PID    Reference Object                     Distance      Geod. Az  |
 GR1757|                                                           dddmmss.s |
 GR1757| GR1748 N 80                                APPROX. 2.6 KM 2302618.8 |
 GR1757|---------------------------------------------------------------------|
 GR1757
 GR1757                          SUPERSEDED SURVEY CONTROL
 GR1757
 GR1757  NAD 83(1994)-  36 28 57.26519(N)    114 19 41.53252(W) AD(       ) 3
 GR1757  NAD 83(1992)-  36 28 57.26528(N)    114 19 41.53314(W) AD(       ) 3
 GR1757  NAD 83(1986)-  36 28 57.25835(N)    114 19 41.51387(W) AD(       ) 3
 GR1757  NGVD 29 (06/27/88)  414.0    (m)         1358.     (f) VERT ANG       
 GR1757
 GR1757.Superseded values are not recommended for survey control.
 GR1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1757.See file dsdata.txt to determine how the superseded data were derived.
 GR1757
 GR1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3935340795(NAD 83)
 GR1757_MARKER: DS = TRIANGULATION STATION DISK
 GR1757_SETTING: 66 = SET IN ROCK OUTCROP
 GR1757_SP_SET: SET IN BEDROCK
 GR1757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1757+STABILITY: POSITION/ELEVATION WELL
 GR1757
 GR1757  HISTORY     - Date     Condition        Report By
 GR1757  HISTORY     - 1948     MONUMENTED       USGS
 GR1757
 GR1757                          STATION DESCRIPTION
 GR1757
 GR1757'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1757'LOCATED 3.3 MI NE. OF OVERTON BOAT DOCK.  ON EAST SIDE OF THE
 GR1757'NARROWS, ON SOUTHWEST CORNER OF SMALL PLATEAU, ABOUT 250 FT.
 GR1757'ABOVE HIGH WATER MARK.
 GR1757'
 GR1757'TO REACH NOT GIVEN.
 GR1757'
 GR1757'STATION MARK--STANDARD TABLET STAMPED---N80K 1948---, CEMENTED IN
 GR1757'BEDROCK.
 GR1757'
 GR1757'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0275 ***********************************************************************
 MU0275  DESIGNATION -  N 80 RESET
 MU0275  PID         -  MU0275
 MU0275  STATE/COUNTY-  NV/HUMBOLDT
 MU0275  USGS QUAD   -  SOUTH OF MC DERMITT (1991)
 MU0275
 MU0275                         *CURRENT SURVEY CONTROL
 MU0275  ___________________________________________________________________
 MU0275* NAD 83(1986)-  41 48 42.     (N)    117 43 48.     (W)     SCALED    
 MU0275* NAVD 88     -      1342.00   (meters)    4402.9    (feet)  RESET     
 MU0275  ___________________________________________________________________
 MU0275  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 MU0275
 MU0275  VERT ORDER  -  THIRD
 MU0275
 MU0275.The horizontal coordinates were scaled from a topographic map and have
 MU0275.an estimated accuracy of +/- 6 seconds.
 MU0275
 MU0275.The orthometric height was computed from unverified reset data.
 MU0275
 MU0275.The geoid height was determined by GEOID03.
 MU0275
 MU0275;                    North         East    Units  Estimated Accuracy
 MU0275;SPC NV W     - 4,784,130.      870,900.      MT  (+/- 180 meters Scaled)
 MU0275
 MU0275                          SUPERSEDED SURVEY CONTROL
 MU0275
 MU0275.No superseded survey control is available for this station.
 MU0275
 MU0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG393291(NAD 83)
 MU0275_MARKER: DB = BENCH MARK DISK
 MU0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MU0275_SP_SET: CULVERT
 MU0275_STAMPING: N 80 RESET 1959
 MU0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0275
 MU0275  HISTORY     - Date     Condition        Report By
 MU0275  HISTORY     - 1959     MONUMENTED       NVDH
 MU0275  HISTORY     - 1961     GOOD             NGS
 MU0275
 MU0275                          STATION DESCRIPTION
 MU0275
 MU0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MU0275'13.5 MI S FROM MCDERMITT.
 MU0275'THIS MARK IS LOCATED 13.5 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE
 MU0275'OREGON-NEVADA STATE LINE NORTH EDGE OF MCDERMITT, ALONG A FLAT, 61
 MU0275'FEET WEST OF THE HIGHWAY CENTERLINE AT STA. C 882+25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1758 ***********************************************************************
 GR1758  DESIGNATION -  N 81
 GR1758  PID         -  GR1758
 GR1758  STATE/COUNTY-  NV/CLARK
 GR1758  USGS QUAD   -  OVERTON BEACH (1983)
 GR1758
 GR1758                         *CURRENT SURVEY CONTROL
 GR1758  ___________________________________________________________________
 GR1758* NAD 83(1994)-  36 27 04.45083(N)    114 21 51.82000(W)     ADJUSTED  
 GR1758* NAVD 88     -       390.6    (meters)    1281.     (feet)  VERTCON   
 GR1758  ___________________________________________________________________
 GR1758  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 GR1758  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 GR1758
 GR1758  HORZ ORDER  -  THIRD
 GR1758
 GR1758.The horizontal coordinates were established by classical geodetic methods
 GR1758.and adjusted by the National Geodetic Survey in June 1998..
 GR1758
 GR1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1758
 GR1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1758
 GR1758.The geoid height was determined by GEOID03.
 GR1758
 GR1758;                    North         East     Units Scale Factor Converg.
 GR1758;SPC NV E     - 8,189,426.711   309,266.032   MT  1.00004705   +0 43 27.4
 GR1758;SPC NV E     -26,868,144.13  1,014,650.31   sFT  1.00004705   +0 43 27.4
 GR1758;UTM  11      - 4,037,228.151   736,204.974   MT  1.00028745   +1 33 59.9
 GR1758
 GR1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1758!SPC NV E     -   0.99994300  x   1.00004705  =   0.99999005
 GR1758!UTM  11      -   0.99994300  x   1.00028745  =   1.00023044
 GR1758
 GR1758                          SUPERSEDED SURVEY CONTROL
 GR1758
 GR1758  NAD 83(1994)-  36 27 04.45094(N)    114 21 51.81938(W) AD(       ) 3
 GR1758  NAD 83(1992)-  36 27 04.45097(N)    114 21 51.81984(W) AD(       ) 3
 GR1758  NAD 83(1986)-  36 27 04.44267(N)    114 21 51.80273(W) AD(       ) 3
 GR1758  NGVD 29 (06/27/88)  390.0    (m)         1280.     (f) VERT ANG       
 GR1758
 GR1758.Superseded values are not recommended for survey control.
 GR1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1758.See file dsdata.txt to determine how the superseded data were derived.
 GR1758
 GR1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3620537228(NAD 83)
 GR1758_MARKER: DS = TRIANGULATION STATION DISK
 GR1758_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1758_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1758
 GR1758  HISTORY     - Date     Condition        Report By
 GR1758  HISTORY     - 1948     MONUMENTED       USGS
 GR1758
 GR1758                          STATION DESCRIPTION
 GR1758
 GR1758'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1758'NOT OCCUPIED.
 GR1758'
 GR1758'LOCATED ABOUT 1 MI NE. OF OVERTON BOAT DOCK.  ON WEST SIDE OF BAY
 GR1758'BELOW MUDDY CREEK, ABOUT 30 FT. W. OF HIGH WATER MARK AT EAST END
 GR1758'OF SMALL RIDGE, ABOUT 3 FT. ABOVE HIGH WATER MARK.
 GR1758'
 GR1758'STATION MARK--STANDARD TABLET STAMPED---N81 1948---, WELDED TO
 GR1758'2-INCH IRON PIPE PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1759 ***********************************************************************
 GR1759  DESIGNATION -  N 81 A
 GR1759  PID         -  GR1759
 GR1759  STATE/COUNTY-  NV/CLARK
 GR1759  USGS QUAD   -  OVERTON BEACH (1983)
 GR1759
 GR1759                         *CURRENT SURVEY CONTROL
 GR1759  ___________________________________________________________________
 GR1759* NAD 83(1994)-  36 28 17.96268(N)    114 21 34.16979(W)     ADJUSTED  
 GR1759* NAVD 88     -       375.6    (meters)    1232.     (feet)  VERTCON   
 GR1759  ___________________________________________________________________
 GR1759  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 GR1759  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 GR1759
 GR1759  HORZ ORDER  -  THIRD
 GR1759
 GR1759.The horizontal coordinates were established by classical geodetic methods
 GR1759.and adjusted by the National Geodetic Survey in June 1998..
 GR1759
 GR1759.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1759
 GR1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1759
 GR1759.The geoid height was determined by GEOID03.
 GR1759
 GR1759;                    North         East     Units Scale Factor Converg.
 GR1759;SPC NV E     - 8,191,698.158   309,676.776   MT  1.00004816   +0 43 39.2
 GR1759;SPC NV E     -26,875,596.37  1,015,997.89   sFT  1.00004816   +0 43 39.2
 GR1759;UTM  11      - 4,039,505.941   736,582.363   MT  1.00028965   +1 34 13.1
 GR1759
 GR1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1759!SPC NV E     -   0.99994535  x   1.00004816  =   0.99999351
 GR1759!UTM  11      -   0.99994535  x   1.00028965  =   1.00023499
 GR1759
 GR1759                          SUPERSEDED SURVEY CONTROL
 GR1759
 GR1759  NAD 83(1994)-  36 28 17.96273(N)    114 21 34.16912(W) AD(       ) 3
 GR1759  NAD 83(1992)-  36 28 17.96275(N)    114 21 34.16966(W) AD(       ) 3
 GR1759  NAD 83(1986)-  36 28 17.95542(N)    114 21 34.15208(W) AD(       ) 3
 GR1759  NGVD 29 (06/27/88)  375.0    (m)         1230.     (f) VERT ANG       
 GR1759
 GR1759.Superseded values are not recommended for survey control.
 GR1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1759.See file dsdata.txt to determine how the superseded data were derived.
 GR1759
 GR1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3658239506(NAD 83)
 GR1759_MARKER: DS = TRIANGULATION STATION DISK
 GR1759_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1759_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1759
 GR1759  HISTORY     - Date     Condition        Report By
 GR1759  HISTORY     - 1948     MONUMENTED       USGS
 GR1759
 GR1759                          STATION DESCRIPTION
 GR1759
 GR1759'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1759'NOT OCCUPIED.
 GR1759'
 GR1759'LOCATED ABOUT 2 MI N. OF OVERTON BOAT DOCK.  ON EAST SIDE OF BAY
 GR1759'BELOW MUDDY CREEK, ABOUT 50 FT. E. OF WEST END OF SMALL RIDGE,
 GR1759'ABOUT 35 FT. ABOVE HIGH WATER MARK.
 GR1759'
 GR1759'STATION MARK--STANDARD TABLET STAMPED---N81A 1948---, WELDED TO
 GR1759'2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1760 ***********************************************************************
 GR1760  DESIGNATION -  N 82
 GR1760  PID         -  GR1760
 GR1760  STATE/COUNTY-  NV/CLARK
 GR1760  USGS QUAD   -  OVERTON BEACH (1983)
 GR1760
 GR1760                         *CURRENT SURVEY CONTROL
 GR1760  ___________________________________________________________________
 GR1760* NAD 83(1994)-  36 27 39.08296(N)    114 22 27.33988(W)     ADJUSTED  
 GR1760* NAVD 88     -       390.6    (meters)    1281.     (feet)  VERTCON   
 GR1760  ___________________________________________________________________
 GR1760  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 GR1760  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 GR1760
 GR1760  HORZ ORDER  -  THIRD
 GR1760
 GR1760.The horizontal coordinates were established by classical geodetic methods
 GR1760.and adjusted by the National Geodetic Survey in June 1998..
 GR1760
 GR1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1760
 GR1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1760
 GR1760.The geoid height was determined by GEOID03.
 GR1760
 GR1760;                    North         East     Units Scale Factor Converg.
 GR1760;SPC NV E     - 8,190,483.049   308,368.158   MT  1.00004464   +0 43 06.9
 GR1760;SPC NV E     -26,871,609.80  1,011,704.53   sFT  1.00004464   +0 43 06.9
 GR1760;UTM  11      - 4,038,271.423   735,291.447   MT  1.00028215   +1 33 40.0
 GR1760
 GR1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1760!SPC NV E     -   0.99994300  x   1.00004464  =   0.99998764
 GR1760!UTM  11      -   0.99994300  x   1.00028215  =   1.00022514
 GR1760
 GR1760:                Primary Azimuth Mark                     Grid Az
 GR1760:SPC NV E     -  N 104                                    298 35 19.5
 GR1760:UTM  11      -  N 104                                    297 44 46.4
 GR1760
 GR1760|---------------------------------------------------------------------|
 GR1760| PID    Reference Object                     Distance      Geod. Az  |
 GR1760|                                                           dddmmss.s |
 GR1760| GR1597 N 104                               APPROX. 4.1 KM 2991826.4 |
 GR1760|---------------------------------------------------------------------|
 GR1760
 GR1760                          SUPERSEDED SURVEY CONTROL
 GR1760
 GR1760  NAD 83(1994)-  36 27 39.08307(N)    114 22 27.33919(W) AD(       ) 3
 GR1760  NAD 83(1992)-  36 27 39.08307(N)    114 22 27.33968(W) AD(       ) 3
 GR1760  NAD 83(1986)-  36 27 39.07516(N)    114 22 27.32289(W) AD(       ) 3
 GR1760  NGVD 29 (06/27/88)  390.0    (m)         1280.     (f) VERT ANG       
 GR1760
 GR1760.Superseded values are not recommended for survey control.
 GR1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1760.See file dsdata.txt to determine how the superseded data were derived.
 GR1760
 GR1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3529138271(NAD 83)
 GR1760_MARKER: DS = TRIANGULATION STATION DISK
 GR1760_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1760_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1760
 GR1760  HISTORY     - Date     Condition        Report By
 GR1760  HISTORY     - 1948     MONUMENTED       USGS
 GR1760
 GR1760                          STATION DESCRIPTION
 GR1760
 GR1760'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1760'LOCATED ABOUT 1.6 MI NW. OF OVERTON BOAT DOCK.  ON WEST SIDE OF
 GR1760'BAY BELOW MUDDY CREEK, ABOUT 40 FT. W. OF HIGH WATER MARK AT EAST
 GR1760'END OF SMALL, LOW, FLAT RIDGE, ABOUT 3 FT. ABOVE HIGH WATER MARK.
 GR1760'
 GR1760'TO REACH NOT GIVEN.
 GR1760'
 GR1760'STATION MARK--STANDARD TABLET STAMPED---N82 1948---, WELDED TO
 GR1760'2-INCH IRON PIPE PROJECTING 2 INCHES ABOVE GROUND.
 GR1760'
 GR1760'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1761 ***********************************************************************
 GR1761  DESIGNATION -  N 83
 GR1761  PID         -  GR1761
 GR1761  STATE/COUNTY-  NV/CLARK
 GR1761  USGS QUAD   -  OVERTON BEACH (1983)
 GR1761
 GR1761                         *CURRENT SURVEY CONTROL
 GR1761  ___________________________________________________________________
 GR1761* NAD 83(1994)-  36 28 51.42955(N)    114 21 58.38444(W)     ADJUSTED  
 GR1761* NAVD 88     -       379.6    (meters)    1245.     (feet)  VERTCON   
 GR1761  ___________________________________________________________________
 GR1761  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 GR1761  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 GR1761
 GR1761  HORZ ORDER  -  THIRD
 GR1761
 GR1761.The horizontal coordinates were established by classical geodetic methods
 GR1761.and adjusted by the National Geodetic Survey in June 1998..
 GR1761
 GR1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1761
 GR1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1761
 GR1761.The geoid height was determined by GEOID03.
 GR1761
 GR1761;                    North         East     Units Scale Factor Converg.
 GR1761;SPC NV E     - 8,192,722.086   309,060.932   MT  1.00004650   +0 43 25.4
 GR1761;SPC NV E     -26,878,955.71  1,013,977.41   sFT  1.00004650   +0 43 25.4
 GR1761;UTM  11      - 4,040,520.943   735,951.371   MT  1.00028597   +1 33 59.9
 GR1761
 GR1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1761!SPC NV E     -   0.99994473  x   1.00004650  =   0.99999122
 GR1761!UTM  11      -   0.99994473  x   1.00028597  =   1.00023068
 GR1761
 GR1761                          SUPERSEDED SURVEY CONTROL
 GR1761
 GR1761  NAD 83(1994)-  36 28 51.42957(N)    114 21 58.38372(W) AD(       ) 3
 GR1761  NAD 83(1992)-  36 28 51.42956(N)    114 21 58.38429(W) AD(       ) 3
 GR1761  NAD 83(1986)-  36 28 51.42276(N)    114 21 58.36701(W) AD(       ) 3
 GR1761  NGVD 29 (06/27/88)  379.0    (m)         1243.     (f) VERT ANG       
 GR1761
 GR1761.Superseded values are not recommended for survey control.
 GR1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1761.See file dsdata.txt to determine how the superseded data were derived.
 GR1761
 GR1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3595140521(NAD 83)
 GR1761_MARKER: DS = TRIANGULATION STATION DISK
 GR1761_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1761_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1761
 GR1761  HISTORY     - Date     Condition        Report By
 GR1761  HISTORY     - 1948     MONUMENTED       USGS
 GR1761
 GR1761                          STATION DESCRIPTION
 GR1761
 GR1761'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1761'NOT OCCUPIED.
 GR1761'
 GR1761'LOCATED ABOUT 2.6 MI NW. OF OVERTON BOAT DOCK.  ON EAST SIDE OF
 GR1761'BAY BELOW MUDDY CREEK, ON HIGHEST POINT OF SMALL TOP THAT WOULD
 GR1761'BE AN ISLAND AT HIGH WATER, ABOUT 20 FT. ABOVE HIGH WATER MARK.
 GR1761'
 GR1761'STATION MARK--STANDARD TABLET STAMPED---N83 1948---, WELDED TO
 GR1761'2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1762 ***********************************************************************
 GR1762  DESIGNATION -  N 84
 GR1762  PID         -  GR1762
 GR1762  STATE/COUNTY-  NV/CLARK
 GR1762  USGS QUAD   -  VALLEY OF FIRE EAST (1984)
 GR1762
 GR1762                         *CURRENT SURVEY CONTROL
 GR1762  ___________________________________________________________________
 GR1762* NAD 83(1994)-  36 28 45.53647(N)    114 23 29.97488(W)     ADJUSTED  
 GR1762* NAVD 88     -       372.6    (meters)    1222.     (feet)  VERTCON   
 GR1762  ___________________________________________________________________
 GR1762  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 GR1762  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GR1762
 GR1762  HORZ ORDER  -  THIRD
 GR1762
 GR1762.The horizontal coordinates were established by classical geodetic methods
 GR1762.and adjusted by the National Geodetic Survey in June 1998..
 GR1762
 GR1762.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1762
 GR1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1762
 GR1762.The geoid height was determined by GEOID03.
 GR1762
 GR1762;                    North         East     Units Scale Factor Converg.
 GR1762;SPC NV E     - 8,192,511.944   306,783.341   MT  1.00004044   +0 42 30.8
 GR1762;SPC NV E     -26,878,266.27  1,006,505.01   sFT  1.00004044   +0 42 30.8
 GR1762;UTM  11      - 4,040,277.261   733,676.582   MT  1.00027281   +1 33 05.2
 GR1762
 GR1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1762!SPC NV E     -   0.99994583  x   1.00004044  =   0.99998627
 GR1762!UTM  11      -   0.99994583  x   1.00027281  =   1.00021862
 GR1762
 GR1762                          SUPERSEDED SURVEY CONTROL
 GR1762
 GR1762  NAD 83(1994)-  36 28 45.53654(N)    114 23 29.97406(W) AD(       ) 3
 GR1762  NAD 83(1992)-  36 28 45.53647(N)    114 23 29.97460(W) AD(       ) 3
 GR1762  NAD 83(1986)-  36 28 45.52953(N)    114 23 29.95867(W) AD(       ) 3
 GR1762  NGVD 29 (06/27/88)  372.0    (m)         1220.     (f) VERT ANG       
 GR1762
 GR1762.Superseded values are not recommended for survey control.
 GR1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1762.See file dsdata.txt to determine how the superseded data were derived.
 GR1762
 GR1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3367740277(NAD 83)
 GR1762_MARKER: DS = TRIANGULATION STATION DISK
 GR1762_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1762_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1762
 GR1762  HISTORY     - Date     Condition        Report By
 GR1762  HISTORY     - 1948     MONUMENTED       USGS
 GR1762
 GR1762                          STATION DESCRIPTION
 GR1762
 GR1762'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1762'NOT OCCUPIED.
 GR1762'
 GR1762'LOCATED ABOUT 3.5 MI NW. OF OVERTON BOAT DOCK.  ON WEST SIDE OF
 GR1762'BAY BELOW MUDDY CREEK, ABOUT 10 FT. W. OF HIGH WATER MARK AT EAST
 GR1762'END OF LOW, BROAD RIDGE THAT SEPARATES TWO PROMINENT DRAINS,
 GR1762'ABOUT LEVEL WITH HIGH WATER MARK.
 GR1762'
 GR1762'STATION MARK--STANDARD TABLET STAMPED---N84 1948---, WELDED TO
 GR1762'2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1763 ***********************************************************************
 GR1763  DESIGNATION -  N 85
 GR1763  PID         -  GR1763
 GR1763  STATE/COUNTY-  NV/CLARK
 GR1763  USGS QUAD   -  VALLEY OF FIRE EAST (1984)
 GR1763
 GR1763                         *CURRENT SURVEY CONTROL
 GR1763  ___________________________________________________________________
 GR1763* NAD 83(1994)-  36 28 16.20253(N)    114 23 01.93253(W)     ADJUSTED  
 GR1763* NAVD 88     -       376.6    (meters)    1236.     (feet)  VERTCON   
 GR1763  ___________________________________________________________________
 GR1763  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 GR1763  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GR1763
 GR1763  HORZ ORDER  -  THIRD
 GR1763
 GR1763.The horizontal coordinates were established by classical geodetic methods
 GR1763.and adjusted by the National Geodetic Survey in June 1998..
 GR1763
 GR1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1763
 GR1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1763
 GR1763.The geoid height was determined by GEOID03.
 GR1763
 GR1763;                    North         East     Units Scale Factor Converg.
 GR1763;SPC NV E     - 8,191,616.436   307,492.629   MT  1.00004232   +0 42 47.0
 GR1763;SPC NV E     -26,875,328.26  1,008,832.07   sFT  1.00004232   +0 42 47.0
 GR1763;UTM  11      - 4,039,392.076   734,399.135   MT  1.00027698   +1 33 20.8
 GR1763
 GR1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1763!SPC NV E     -   0.99994520  x   1.00004232  =   0.99998752
 GR1763!UTM  11      -   0.99994520  x   1.00027698  =   1.00022217
 GR1763
 GR1763                          SUPERSEDED SURVEY CONTROL
 GR1763
 GR1763  NAD 83(1994)-  36 28 16.20262(N)    114 23 01.93177(W) AD(       ) 3
 GR1763  NAD 83(1992)-  36 28 16.20258(N)    114 23 01.93228(W) AD(       ) 3
 GR1763  NAD 83(1986)-  36 28 16.19536(N)    114 23 01.91575(W) AD(       ) 3
 GR1763  NGVD 29 (06/27/88)  376.0    (m)         1234.     (f) VERT ANG       
 GR1763
 GR1763.Superseded values are not recommended for survey control.
 GR1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1763.See file dsdata.txt to determine how the superseded data were derived.
 GR1763
 GR1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3439939392(NAD 83)
 GR1763_MARKER: DS = TRIANGULATION STATION DISK
 GR1763_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1763_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1763
 GR1763  HISTORY     - Date     Condition        Report By
 GR1763  HISTORY     - 1948     MONUMENTED       USGS
 GR1763
 GR1763                          STATION DESCRIPTION
 GR1763
 GR1763'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1763'NOT OCCUPIED.
 GR1763'
 GR1763'LOCATED ABOUT 2.5 MI NW. OF OVERTON BOAT DOCK.  ON WEST SIDE OF
 GR1763'BAY BELOW MUDDY CREEK, ABOUT 100 FT. W. OF HIGH WATER MARK AT
 GR1763'EAST END OF SHARP, NARROW RIDGE, ABOUT 15 FT. ABOVE HIGH WATER
 GR1763'MARK.
 GR1763'
 GR1763'STATION MARK--STANDARD TABLET STAMPED---N85 1948---, WELDED TO
 GR1763'2-INCH IRON PIPE PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1764 ***********************************************************************
 GR1764  DESIGNATION -  N 86
 GR1764  PID         -  GR1764
 GR1764  STATE/COUNTY-  NV/CLARK
 GR1764  USGS QUAD   -  VALLEY OF FIRE EAST (1984)
 GR1764
 GR1764                         *CURRENT SURVEY CONTROL
 GR1764  ___________________________________________________________________
 GR1764* NAD 83(1994)-  36 29 33.35559(N)    114 22 37.50833(W)     ADJUSTED  
 GR1764* NAVD 88     -       386.6    (meters)    1268.     (feet)  VERTCON   
 GR1764  ___________________________________________________________________
 GR1764  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 GR1764  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 GR1764
 GR1764  HORZ ORDER  -  THIRD
 GR1764
 GR1764.The horizontal coordinates were established by classical geodetic methods
 GR1764.and adjusted by the National Geodetic Survey in June 1998..
 GR1764
 GR1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1764
 GR1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1764
 GR1764.The geoid height was determined by GEOID03.
 GR1764
 GR1764;                    North         East     Units Scale Factor Converg.
 GR1764;SPC NV E     - 8,194,002.142   308,070.892   MT  1.00004385   +0 43 02.8
 GR1764;SPC NV E     -26,883,155.36  1,010,729.25   sFT  1.00004385   +0 43 02.8
 GR1764;UTM  11      - 4,041,786.595   734,942.365   MT  1.00028012   +1 33 38.2
 GR1764
 GR1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1764!SPC NV E     -   0.99994363  x   1.00004385  =   0.99998747
 GR1764!UTM  11      -   0.99994363  x   1.00028012  =   1.00022373
 GR1764
 GR1764                          SUPERSEDED SURVEY CONTROL
 GR1764
 GR1764  NAD 83(1994)-  36 29 33.35558(N)    114 22 37.50753(W) AD(       ) 3
 GR1764  NAD 83(1992)-  36 29 33.35554(N)    114 22 37.50813(W) AD(       ) 3
 GR1764  NAD 83(1986)-  36 29 33.34936(N)    114 22 37.49135(W) AD(       ) 3
 GR1764  NGVD 29 (06/27/88)  386.0    (m)         1266.     (f) VERT ANG       
 GR1764
 GR1764.Superseded values are not recommended for survey control.
 GR1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1764.See file dsdata.txt to determine how the superseded data were derived.
 GR1764
 GR1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3494241787(NAD 83)
 GR1764_MARKER: DS = TRIANGULATION STATION DISK
 GR1764_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1764_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1764
 GR1764  HISTORY     - Date     Condition        Report By
 GR1764  HISTORY     - 1948     MONUMENTED       USGS
 GR1764
 GR1764                          STATION DESCRIPTION
 GR1764
 GR1764'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1764'NOT OCCUPIED.
 GR1764'
 GR1764'LOCATED ABOUT 3.6 MI NW. OF OVERTON BOAT DOCK.  ON EAST SIDE OF
 GR1764'BAY BELOW MUDDY CREEK, ON HIGHEST POINT OF SMALL TOP THAT IS
 GR1764'ALMOST AN ISLAND AT HIGH WATER, ABOUT 30 FT. ABOVE HIGH WATER
 GR1764'MARK.
 GR1764'
 GR1764'STATION MARK--STANDARD TABLET STAMPED---N86 1948---, WELDED TO
 GR1764'2-INCH IRON PIPE PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0099 ***********************************************************************
 LR0099  DESIGNATION -  N 87
 LR0099  PID         -  LR0099
 LR0099  STATE/COUNTY-  NV/EUREKA
 LR0099  USGS QUAD   -  EMIGRANT PASS (1986)
 LR0099
 LR0099                         *CURRENT SURVEY CONTROL
 LR0099  ___________________________________________________________________
 LR0099* NAD 83(1986)-  40 38 19.     (N)    116 20 08.     (W)     SCALED    
 LR0099* NAVD 88     -      1720.766  (meters)    5645.55   (feet)  ADJUSTED  
 LR0099  ___________________________________________________________________
 LR0099  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 LR0099  DYNAMIC HT  -        1719.299 (meters)    5640.73  (feet)  COMP
 LR0099  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 LR0099
 LR0099  VERT ORDER  -  FIRST     CLASS II
 LR0099
 LR0099.The horizontal coordinates were scaled from a topographic map and have
 LR0099.an estimated accuracy of +/- 6 seconds.
 LR0099
 LR0099.The orthometric height was determined by differential leveling
 LR0099.and adjusted by the National Geodetic Survey in June 1991..
 LR0099
 LR0099.The geoid height was determined by GEOID03.
 LR0099
 LR0099.The dynamic height is computed by dividing the NAVD 88
 LR0099.geopotential number by the normal gravity value computed on the
 LR0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0099.degrees latitude (g = 980.6199 gals.).
 LR0099
 LR0099.The modeled gravity was interpolated from observed gravity values.
 LR0099
 LR0099;                    North         East    Units  Estimated Accuracy
 LR0099;SPC NV E     - 8,653,790.      136,370.      MT  (+/- 180 meters Scaled)
 LR0099
 LR0099                          SUPERSEDED SURVEY CONTROL
 LR0099
 LR0099  NGVD 29 (??/??/92) 1719.632  (m)         5641.83   (f) ADJ UNCH    1 2
 LR0099
 LR0099.Superseded values are not recommended for survey control.
 LR0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0099.See file dsdata.txt to determine how the superseded data were derived.
 LR0099
 LR0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE561988(NAD 83)
 LR0099_MARKER: DB = BENCH MARK DISK
 LR0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0099_STAMPING: N 87 1958
 LR0099_MARK LOGO: CGS   
 LR0099_PROJECTION: PROJECTING 15 CENTIMETERS
 LR0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0099+STABILITY: SURFACE MOTION
 LR0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0099+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 LR0099
 LR0099  HISTORY     - Date     Condition        Report By
 LR0099  HISTORY     - 1958     MONUMENTED       CGS
 LR0099  HISTORY     - 1984     GOOD             NGS
 LR0099  HISTORY     - 20040512 GOOD             NVGS
 LR0099
 LR0099                          STATION DESCRIPTION
 LR0099
 LR0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LR0099'11.3 MI SE FROM DUNPHY.
 LR0099'11.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE SOUTHERN PACIFIC
 LR0099'RAILROAD OVERPASS AT DUNPHY, 94.5 FEET NORTH OF THE CENTERLINE OF THE
 LR0099'HIGHWAY, 3.5 FEET SOUTH OF A FENCE LINE, 8.9 FEET EAST OF A WITNESS
 LR0099'POST, SET IN A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND
 LR0099'SURFACE, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
 LR0099
 LR0099                          STATION RECOVERY (1984)
 LR0099
 LR0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0099'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  20.65 KM
 LR0099'(12.9 MI) SOUTHWEST ALONG INTERSTATE 80 FROM THE JUNCTION OF STATE
 LR0099'HIGHWAY 278 AT CARLIN, ON TOP OF THE SOUTHWEST END OF A FRACTURED ROCK
 LR0099'CUT, 30.5 METERS (100 FT) NORTHWEST OF THE WEST BOUND HIGHWAY
 LR0099'CENTERLINE, 36.5 METERS (120 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 LR0099'CUT, 31.2 METERS (102.5 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE AND
 LR0099'29.8 METERS (98 FT) WEST OF MILEPOST 267.
 LR0099'THE MARK IS 2.7 METERS  NE FROM A WITNESS POST.
 LR0099'THE MARK IS 4.5 M ABOVE THE HIGHWAY.
 LR0099
 LR0099                          STATION RECOVERY (2004)
 LR0099
 LR0099'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2004 (DRH)
 LR0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1765 ***********************************************************************
 GR1765  DESIGNATION -  N 87
 GR1765  PID         -  GR1765
 GR1765  STATE/COUNTY-  NV/CLARK
 GR1765  USGS QUAD   -  VALLEY OF FIRE EAST (1984)
 GR1765
 GR1765                         *CURRENT SURVEY CONTROL
 GR1765  ___________________________________________________________________
 GR1765* NAD 83(1994)-  36 29 18.25585(N)    114 23 58.28414(W)     ADJUSTED  
 GR1765* NAVD 88     -       383.6    (meters)    1259.     (feet)  VERTCON   
 GR1765  ___________________________________________________________________
 GR1765  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 GR1765  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 GR1765
 GR1765  HORZ ORDER  -  THIRD
 GR1765
 GR1765.The horizontal coordinates were established by classical geodetic methods
 GR1765.and adjusted by the National Geodetic Survey in June 1998..
 GR1765
 GR1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1765
 GR1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1765
 GR1765.The geoid height was determined by GEOID03.
 GR1765
 GR1765;                    North         East     Units Scale Factor Converg.
 GR1765;SPC NV E     - 8,193,511.778   306,066.272   MT  1.00003856   +0 42 14.5
 GR1765;SPC NV E     -26,881,546.56  1,004,152.43   sFT  1.00003856   +0 42 14.5
 GR1765;UTM  11      - 4,041,266.665   732,944.712   MT  1.00026860   +1 32 49.5
 GR1765
 GR1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1765!SPC NV E     -   0.99994410  x   1.00003856  =   0.99998266
 GR1765!UTM  11      -   0.99994410  x   1.00026860  =   1.00021269
 GR1765
 GR1765:                Primary Azimuth Mark                     Grid Az
 GR1765:SPC NV E     -  N 91                                     315 03 50.2
 GR1765:UTM  11      -  N 91                                     314 13 15.2
 GR1765
 GR1765|---------------------------------------------------------------------|
 GR1765| PID    Reference Object                     Distance      Geod. Az  |
 GR1765|                                                           dddmmss.s |
 GR1765| GR1774 N 91                                APPROX. 2.7 KM 3154604.7 |
 GR1765|---------------------------------------------------------------------|
 GR1765
 GR1765                          SUPERSEDED SURVEY CONTROL
 GR1765
 GR1765  NAD 83(1994)-  36 29 18.25590(N)    114 23 58.28327(W) AD(       ) 3
 GR1765  NAD 83(1992)-  36 29 18.25580(N)    114 23 58.28383(W) AD(       ) 3
 GR1765  NAD 83(1986)-  36 29 18.24937(N)    114 23 58.26833(W) AD(       ) 3
 GR1765  NGVD 29 (06/27/88)  383.0    (m)         1257.     (f) VERT ANG       
 GR1765
 GR1765.Superseded values are not recommended for survey control.
 GR1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1765.See file dsdata.txt to determine how the superseded data were derived.
 GR1765
 GR1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3294541267(NAD 83)
 GR1765_MARKER: DS = TRIANGULATION STATION DISK
 GR1765_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1765_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1765
 GR1765  HISTORY     - Date     Condition        Report By
 GR1765  HISTORY     - 1948     MONUMENTED       USGS
 GR1765
 GR1765                          STATION DESCRIPTION
 GR1765
 GR1765'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1765'LOCATED ABOUT 4 MI NW. OF OVERTON BOAT DOCK.  ON WEST SIDE OF BAY
 GR1765'BELOW MUDDY CREEK, ON SMALL TOP AT NORTHEAST END OF RIDGE, ABOUT
 GR1765'35 FT. ABOVE HIGH WATER MARK.
 GR1765'
 GR1765'TO REACH NOT GIVEN.
 GR1765'
 GR1765'STATION MARK--STANDARD TABLET STAMPED---N87 1948---, WELDED TO
 GR1765'2-INCH IRON PIPE PROJECTING 5 INCHES ABOVE GROUND.
 GR1765'
 GR1765'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1766 ***********************************************************************
 GR1766  DESIGNATION -  N 88
 GR1766  PID         -  GR1766
 GR1766  STATE/COUNTY-  NV/CLARK
 GR1766  USGS QUAD   -  OVERTON (1983)
 GR1766
 GR1766                         *CURRENT SURVEY CONTROL
 GR1766  ___________________________________________________________________
 GR1766* NAD 83(1994)-  36 30 16.59746(N)    114 23 26.44882(W)     ADJUSTED  
 GR1766* NAVD 88     -       405.6    (meters)    1331.     (feet)  VERTCON   
 GR1766  ___________________________________________________________________
 GR1766  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 GR1766  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 GR1766
 GR1766  HORZ ORDER  -  THIRD
 GR1766
 GR1766.The horizontal coordinates were established by classical geodetic methods
 GR1766.and adjusted by the National Geodetic Survey in June 1998..
 GR1766
 GR1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1766
 GR1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1766
 GR1766.The geoid height was determined by GEOID03.
 GR1766
 GR1766;                    North         East     Units Scale Factor Converg.
 GR1766;SPC NV E     - 8,195,319.837   306,836.361   MT  1.00004058   +0 42 34.4
 GR1766;SPC NV E     -26,887,478.50  1,006,678.96   sFT  1.00004058   +0 42 34.4
 GR1766;UTM  11      - 4,043,086.282   733,688.281   MT  1.00027287   +1 33 10.6
 GR1766
 GR1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1766!SPC NV E     -   0.99994065  x   1.00004058  =   0.99998122
 GR1766!UTM  11      -   0.99994065  x   1.00027287  =   1.00021350
 GR1766
 GR1766                          SUPERSEDED SURVEY CONTROL
 GR1766
 GR1766  NAD 83(1994)-  36 30 16.59743(N)    114 23 26.44793(W) AD(       ) 3
 GR1766  NAD 83(1992)-  36 30 16.59733(N)    114 23 26.44857(W) AD(       ) 3
 GR1766  NAD 83(1986)-  36 30 16.59170(N)    114 23 26.43262(W) AD(       ) 3
 GR1766  NGVD 29 (06/27/88)  405.0    (m)         1329.     (f) VERT ANG       
 GR1766
 GR1766.Superseded values are not recommended for survey control.
 GR1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1766.See file dsdata.txt to determine how the superseded data were derived.
 GR1766
 GR1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3368843086(NAD 83)
 GR1766_MARKER: DS = TRIANGULATION STATION DISK
 GR1766_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1766_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1766
 GR1766  HISTORY     - Date     Condition        Report By
 GR1766  HISTORY     - 1948     MONUMENTED       USGS
 GR1766
 GR1766                          STATION DESCRIPTION
 GR1766
 GR1766'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1766'NOT OCCUPIED.
 GR1766'
 GR1766'LOCATED ABOUT 4.3 MI NW. OF OVERTON BOAT DOCK.  ON EAST SIDE OF
 GR1766'BAY BELOW MUDDY CREEK, ON END OF SMALL RIDGE, ABOUT 15 FT. ABOVE
 GR1766'HIGH WATER MARK.
 GR1766'
 GR1766'STATION MARK--STANDARD TABLET STAMPED---N88 1948---, WELDED TO
 GR1766'2-INCH IRON PIPE PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0004 ***********************************************************************
 GR0004  DESIGNATION -  N 89
 GR0004  PID         -  GR0004
 GR0004  STATE/COUNTY-  NV/CLARK
 GR0004  USGS QUAD   -  OVERTON SE (1983)
 GR0004
 GR0004                         *CURRENT SURVEY CONTROL
 GR0004  ___________________________________________________________________
 GR0004* NAD 83(1986)-  36 30 13.     (N)    114 21 55.     (W)     SCALED    
 GR0004* NAVD 88     -       574.887  (meters)    1886.11   (feet)  POSTED    
 GR0004  ___________________________________________________________________
 GR0004  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GR0004  DYNAMIC HT  -         574.330 (meters)    1884.28  (feet)  COMP
 GR0004  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 GR0004
 GR0004  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0004
 GR0004.The horizontal coordinates were scaled from a topographic map and have
 GR0004.an estimated accuracy of +/- 6 seconds.
 GR0004
 GR0004.The orthometric height was determined by differential leveling
 GR0004.and adjusted by the National Geodetic Survey in 1992..
 GR0004.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0004.rate of 0.0 thru 1.0 mm/km.
 GR0004
 GR0004.The geoid height was determined by GEOID03.
 GR0004
 GR0004.The dynamic height is computed by dividing the NAVD 88
 GR0004.geopotential number by the normal gravity value computed on the
 GR0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0004.degrees latitude (g = 980.6199 gals.).
 GR0004
 GR0004.The modeled gravity was interpolated from observed gravity values.
 GR0004
 GR0004;                    North         East    Units  Estimated Accuracy
 GR0004;SPC NV E     - 8,195,240.      309,110.      MT  (+/- 180 meters Scaled)
 GR0004
 GR0004                          SUPERSEDED SURVEY CONTROL
 GR0004
 GR0004  NGVD 29 (??/??/92)  574.240  (m)         1883.99   (f) ADJ UNCH    1 1
 GR0004
 GR0004.Superseded values are not recommended for survey control.
 GR0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0004.See file dsdata.txt to determine how the superseded data were derived.
 GR0004
 GR0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA359430(NAD 83)
 GR0004_MARKER: DB = BENCH MARK DISK
 GR0004_SETTING: 66 = SET IN ROCK OUTCROP
 GR0004_SP_SET: OUTCROP
 GR0004_STAMPING: N 89 1948
 GR0004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR0004+STABILITY: POSITION/ELEVATION WELL
 GR0004
 GR0004  HISTORY     - Date     Condition        Report By
 GR0004  HISTORY     - 1948     MONUMENTED       USGS
 GR0004  HISTORY     - 1950     GOOD             NGS
 GR0004  HISTORY     - 1954     GOOD             NGS
 GR0004
 GR0004                          STATION DESCRIPTION
 GR0004
 GR0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0004'10.5 MI E FROM OVERTON.
 GR0004'0.2 MILE EAST ALONG B STREET FROM MOAPA VALLEY HIGH SCHOOL AT OVERTON,
 GR0004'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 12, THENCE 1.3 MILES NORTH
 GR0004'ALONG A GRADED ROAD, THENCE 2.7 MILES NORTHEAST ALONG A TRACK ROAD,
 GR0004'THENCE 5.7 MILES SOUTHEAST ACROSS MORMON MESA, THENCE 0.5 MILE
 GR0004'SOUTHEAST ALONG A PROMINENT RIDGE, ON THE TOP OF THE SOUTHWEST EDGE OF
 GR0004'A LARGE FLAT TOP HILL, IN THE TOP OF A 1 1/2- BY 3-FOOT OUTCROP, 38
 GR0004'FEET SOUTH OF B.M. B 164, 13 FEET NORTHEAST OF THE SOUTHWEST RIM OF
 GR0004'THE HILL, AND ABOUT FLUSH WITH THE GROUND.
 GR0004
 GR0004                          STATION RECOVERY (1954)
 GR0004
 GR0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 GR0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1767 ***********************************************************************
 GR1767  DESIGNATION -  N 89
 GR1767  PID         -  GR1767
 GR1767  STATE/COUNTY-  NV/CLARK
 GR1767  USGS QUAD   -  OVERTON SE (1983)
 GR1767
 GR1767                         *CURRENT SURVEY CONTROL
 GR1767  ___________________________________________________________________
 GR1767* NAD 83(1994)-  36 30 06.09055(N)    114 22 05.24095(W)     ADJUSTED  
 GR1767* NAVD 88     -       585.6    (meters)    1921.     (feet)  VERTCON   
 GR1767  ___________________________________________________________________
 GR1767  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 GR1767  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 GR1767
 GR1767  HORZ ORDER  -  THIRD
 GR1767
 GR1767.The horizontal coordinates were established by classical geodetic methods
 GR1767.and adjusted by the National Geodetic Survey in June 1998..
 GR1767
 GR1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1767
 GR1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1767
 GR1767.The geoid height was determined by GEOID03.
 GR1767
 GR1767;                    North         East     Units Scale Factor Converg.
 GR1767;SPC NV E     - 8,195,021.241   308,861.230   MT  1.00004596   +0 43 22.6
 GR1767;SPC NV E     -26,886,498.85  1,013,322.22   sFT  1.00004596   +0 43 22.6
 GR1767;UTM  11      - 4,042,817.460   735,717.803   MT  1.00028461   +1 33 58.6
 GR1767
 GR1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1767!SPC NV E     -   0.99991240  x   1.00004596  =   0.99995835
 GR1767!UTM  11      -   0.99991240  x   1.00028461  =   1.00019698
 GR1767
 GR1767:                Primary Azimuth Mark                     Grid Az
 GR1767:SPC NV E     -  PARALLEL                                 097 20 27.9
 GR1767:UTM  11      -  PARALLEL                                 096 29 51.9
 GR1767
 GR1767|---------------------------------------------------------------------|
 GR1767| PID    Reference Object                     Distance      Geod. Az  |
 GR1767|                                                           dddmmss.s |
 GR1767| GR1803 PARALLEL                            APPROX.13.0 KM 0980350.5 |
 GR1767|---------------------------------------------------------------------|
 GR1767
 GR1767                          SUPERSEDED SURVEY CONTROL
 GR1767
 GR1767  NAD 83(1994)-  36 30 06.09050(N)    114 22 05.24017(W) AD(       ) 3
 GR1767  NAD 83(1992)-  36 30 06.09048(N)    114 22 05.24079(W) AD(       ) 3
 GR1767  NAD 83(1986)-  36 30 06.08489(N)    114 22 05.22354(W) AD(       ) 3
 GR1767  NGVD 29 (06/27/88)  585.0    (m)         1919.     (f) VERT ANG       
 GR1767
 GR1767.Superseded values are not recommended for survey control.
 GR1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1767.See file dsdata.txt to determine how the superseded data were derived.
 GR1767
 GR1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3571842817(NAD 83)
 GR1767_MARKER: DS = TRIANGULATION STATION DISK
 GR1767_SETTING: 80 = SET IN A BOULDER
 GR1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1767+STABILITY: SURFACE MOTION
 GR1767
 GR1767  HISTORY     - Date     Condition        Report By
 GR1767  HISTORY     - 1948     MONUMENTED       USGS
 GR1767  HISTORY     - 1951     GOOD             USGS
 GR1767
 GR1767                          STATION DESCRIPTION
 GR1767
 GR1767'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1767'LOCATED ABOUT 6.9 MI N. OF OVERTON BOAT DOCK.  ABOUT 10 FT. E. OF
 GR1767'WEST EDGE OF LARGE, ISOLATED PLATEAU, ABOUT 1000 FT. ABOVE HIGH
 GR1767'WATER MARK.
 GR1767'
 GR1767'TO REACH NOT GIVEN.
 GR1767'
 GR1767'STATION MARK--STANDARD TABLET STAMPED---N89 1948---, CEMENTED IN
 GR1767'ROCK IN PLACE.
 GR1767'
 GR1767'RMS--NONE SET.
 GR1767
 GR1767                          STATION RECOVERY (1951)
 GR1767
 GR1767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GR1767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0897 ***********************************************************************
 KR0897  DESIGNATION -  N 9
 KR0897  PID         -  KR0897
 KR0897  STATE/COUNTY-  NV/WASHOE
 KR0897  USGS QUAD   -  MOUNT ROSE NE (1994)
 KR0897
 KR0897                         *CURRENT SURVEY CONTROL
 KR0897  ___________________________________________________________________
 KR0897* NAD 83(1986)-  39 29 31.     (N)    119 47 46.     (W)     SCALED    
 KR0897* NAVD 88     -      1354.613  (meters)    4444.26   (feet)  ADJUSTED  
 KR0897  ___________________________________________________________________
 KR0897  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KR0897  DYNAMIC HT  -        1353.374 (meters)    4440.19  (feet)  COMP
 KR0897  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 KR0897
 KR0897  VERT ORDER  -  FIRST     CLASS II
 KR0897
 KR0897.The horizontal coordinates were scaled from a topographic map and have
 KR0897.an estimated accuracy of +/- 6 seconds.
 KR0897
 KR0897.The orthometric height was determined by differential leveling
 KR0897.and adjusted by the National Geodetic Survey in June 1991..
 KR0897
 KR0897.The geoid height was determined by GEOID03.
 KR0897
 KR0897.The dynamic height is computed by dividing the NAVD 88
 KR0897.geopotential number by the normal gravity value computed on the
 KR0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0897.degrees latitude (g = 980.6199 gals.).
 KR0897
 KR0897.The modeled gravity was interpolated from observed gravity values.
 KR0897
 KR0897;                    North         East    Units  Estimated Accuracy
 KR0897;SPC NV W     - 4,526,910.      695,680.      MT  (+/- 180 meters Scaled)
 KR0897
 KR0897                          SUPERSEDED SURVEY CONTROL
 KR0897
 KR0897  NGVD 29 (??/??/92) 1353.534  (m)         4440.72   (f) ADJ UNCH    1 2
 KR0897
 KR0897.Superseded values are not recommended for survey control.
 KR0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0897.See file dsdata.txt to determine how the superseded data were derived.
 KR0897
 KR0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD595751(NAD 83)
 KR0897_MARKER: DB = BENCH MARK DISK
 KR0897_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR0897_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR0897_STAMPING: N 9 4440.670
 KR0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR0897
 KR0897  HISTORY     - Date     Condition        Report By
 KR0897  HISTORY     - UNK      MONUMENTED       CGS
 KR0897  HISTORY     - 1951     GOOD             NGS
 KR0897  HISTORY     - 1967     MARK NOT FOUND   USGS
 KR0897  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR0897
 KR0897                          STATION DESCRIPTION
 KR0897
 KR0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KR0897'2.5 MI S FROM RENO.
 KR0897'ABOUT 2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE
 KR0897'IN RENO, ALONG THE RIGHT OF WAY OF THE ABANDONED VIRGINIA AND TRUCKEE
 KR0897'RAILROAD, ABOUT 90 YARDS SOUTHEAST OF A PRIVATE LANE, 175 FEET
 KR0897'NORTHEAST OF THE CENTER LINE OF THE NORTHWEST-BOUND LANE OF THE
 KR0897'HIGHWAY, 78 FEET NORTHWEST OF THE PROLONGATION OF THE CENTER LANE OF
 KR0897'MOANA LANE LEADING SOUTHWEST, 23 FEET NORTHEAST OF THE CENTER LINE OF
 KR0897'THE ABANDONED RAILROAD BED, 8 1/2 FEET SOUTHEAST OF A TELEPHONE POLE,
 KR0897'2 FEET SOUTHWEST OF THE FENCE, 1.2 FEET NORTHWEST OF A WITNESS POST,
 KR0897'ABOUT 1.0 FOOT LOWER THAN THE RAILROAD BED, AND SET IN THE TOP OF AN
 KR0897'IRON PIPE PROJECTING 0.4 FEET.
 KR0897
 KR0897                          STATION RECOVERY (1967)
 KR0897
 KR0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KR0897'MARK NOT FOUND.
 KR0897
 KR0897                          STATION RECOVERY (2003)
 KR0897
 KR0897'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KR0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1772 ***********************************************************************
 GR1772  DESIGNATION -  N 9
 GR1772  PID         -  GR1772
 GR1772  STATE/COUNTY-  NV/CLARK
 GR1772  USGS QUAD   -  HOOVER DAM (1997)
 GR1772
 GR1772                         *CURRENT SURVEY CONTROL
 GR1772  ___________________________________________________________________
 GR1772* NAD 83(1994)-  36 07 15.95888(N)    114 43 42.28739(W)     ADJUSTED  
 GR1772* NAVD 88     -       353.7    (meters)    1160.     (feet)  VERTCON   
 GR1772  ___________________________________________________________________
 GR1772  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 GR1772  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 GR1772
 GR1772  HORZ ORDER  -  THIRD
 GR1772
 GR1772.The horizontal coordinates were established by classical geodetic methods
 GR1772.and adjusted by the National Geodetic Survey in June 1998..
 GR1772
 GR1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1772
 GR1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1772
 GR1772.The geoid height was determined by GEOID03.
 GR1772
 GR1772;                    North         East     Units Scale Factor Converg.
 GR1772;SPC NV E     - 8,152,444.838   276,957.916   MT  0.99997295   +0 30 14.4
 GR1772;SPC NV E     -26,746,812.77    908,652.76   sFT  0.99997295   +0 30 14.4
 GR1772;SPC AZ W     -   568,411.059   125,282.285   MT  1.00002889   -0 34 36.5
 GR1772;SPC AZ W     - 1,864,865.68    411,031.12   iFT  1.00002889   -0 34 36.5
 GR1772;UTM  11      - 3,999,770.024   704,435.732   MT  1.00011499   +1 20 22.4
 GR1772
 GR1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1772!SPC NV E     -   0.99994889  x   0.99997295  =   0.99992185
 GR1772!SPC AZ W     -   0.99994889  x   1.00002889  =   0.99997778
 GR1772!UTM  11      -   0.99994889  x   1.00011499  =   1.00006388
 GR1772
 GR1772                          SUPERSEDED SURVEY CONTROL
 GR1772
 GR1772  NAD 83(1994)-  36 07 15.95898(N)    114 43 42.28698(W) AD(       ) 3
 GR1772  NAD 83(1992)-  36 07 15.95893(N)    114 43 42.28742(W) AD(       ) 3
 GR1772  NAD 83(1986)-  36 07 15.94502(N)    114 43 42.27430(W) AD(       ) 3
 GR1772  NGVD 29 (06/27/88)  353.0    (m)         1158.     (f) VERT ANG       
 GR1772
 GR1772.Superseded values are not recommended for survey control.
 GR1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1772.See file dsdata.txt to determine how the superseded data were derived.
 GR1772
 GR1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0443699770(NAD 83)
 GR1772_MARKER: DS = TRIANGULATION STATION DISK
 GR1772_SETTING: 80 = SET IN A BOULDER
 GR1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1772+STABILITY: SURFACE MOTION
 GR1772
 GR1772  HISTORY     - Date     Condition        Report By
 GR1772  HISTORY     - 1947     MONUMENTED       USGS
 GR1772
 GR1772                          STATION DESCRIPTION
 GR1772
 GR1772'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GR1772'NOT OCCUPIED.
 GR1772'
 GR1772'LOCATED ABOUT 7.6 MI N. OF HOOVER DAM, ABOUT 2.9 MI NE. OF BLACK
 GR1772'ISLAND.  ON SECOND PROMINENT RIDGE E. OF LARGE, PROMINENT BAY,
 GR1772'ABOUT 100 FT. N. OF ABRUPT DROP OFF AT SOUTH END OF RIDGE, ABOUT
 GR1772'15 FT. ABOVE HIGH WATER MARK.
 GR1772'
 GR1772'STATION MARK--STANDARD TABLET STAMPED---N9 1947---, CEMENTED IN
 GR1772'BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0292 ***********************************************************************
 GR0292  DESIGNATION -  N 90
 GR0292  PID         -  GR0292
 GR0292  STATE/COUNTY-  NV/CLARK
 GR0292  USGS QUAD   -  OVERTON BEACH (1983)
 GR0292
 GR0292                         *CURRENT SURVEY CONTROL
 GR0292  ___________________________________________________________________
 GR0292* NAD 83(1986)-  36 29 26.     (N)    114 21 13.     (W)     SCALED    
 GR0292* NAVD 88     -       499.692  (meters)    1639.41   (feet)  POSTED    
 GR0292  ___________________________________________________________________
 GR0292  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 GR0292  DYNAMIC HT  -         499.210 (meters)    1637.82  (feet)  COMP
 GR0292  MODELED GRAV-     979,659.2   (mgal)                       NAVD 88
 GR0292
 GR0292  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GR0292
 GR0292.The horizontal coordinates were scaled from a topographic map and have
 GR0292.an estimated accuracy of +/- 6 seconds.
 GR0292
 GR0292.The orthometric height was determined by differential leveling
 GR0292.and adjusted by the National Geodetic Survey in 1992..
 GR0292.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GR0292.rate of 0.0 thru 1.0 mm/km.
 GR0292
 GR0292.The geoid height was determined by GEOID03.
 GR0292
 GR0292.The dynamic height is computed by dividing the NAVD 88
 GR0292.geopotential number by the normal gravity value computed on the
 GR0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0292.degrees latitude (g = 980.6199 gals.).
 GR0292
 GR0292.The modeled gravity was interpolated from observed gravity values.
 GR0292
 GR0292;                    North         East    Units  Estimated Accuracy
 GR0292;SPC NV E     - 8,193,800.      310,180.      MT  (+/- 180 meters Scaled)
 GR0292
 GR0292                          SUPERSEDED SURVEY CONTROL
 GR0292
 GR0292  NGVD 29 (??/??/92)  499.050  (m)         1637.30   (f) ADJ UNCH    1 1
 GR0292
 GR0292.Superseded values are not recommended for survey control.
 GR0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0292.See file dsdata.txt to determine how the superseded data were derived.
 GR0292
 GR0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA370416(NAD 83)
 GR0292_MARKER: DD = SURVEY DISK
 GR0292_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR0292_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR0292_STAMPING: N 90 1948
 GR0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0292
 GR0292  HISTORY     - Date     Condition        Report By
 GR0292  HISTORY     - 1948     MONUMENTED       USGS
 GR0292  HISTORY     - 1950     GOOD             NGS
 GR0292
 GR0292                          STATION DESCRIPTION
 GR0292
 GR0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0292'11.9 MI E FROM OVERTON.
 GR0292'0.2 MILE EAST ALONG B. STREET FROM MOAPA VALLEY HIGH SCHOOL AT
 GR0292'OVERTON, THENCE 0.1 MILES NORTH ALONG STATE HIGHWAY 12, THENCE 1.3
 GR0292'MILES NORTH ALONG A GRADED ROAD, THENCE 2.7 MILES NORTHEAST ALONG A
 GR0292'TRACK ROAD, THENCE 5.7 MILES SOUTHEAST ACROSS MORMON MESA, THENCE 1.9
 GR0292'MILES SOUTHEAST ALONG A PROMINENT RIDGE, ABOUT 30 YARDS SOUTHEAST OF A
 GR0292'POINTED LOOSE ROCK CAPED HILL, 4 FEET SOUTHWEST OF THE NORTHEAST EDGE
 GR0292'OF THE RIDGE, AND BRAZED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING
 GR0292'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1773 ***********************************************************************
 GR1773  DESIGNATION -  N 90
 GR1773  PID         -  GR1773
 GR1773  STATE/COUNTY-  NV/CLARK
 GR1773  USGS QUAD   -  OVERTON BEACH (1983)
 GR1773
 GR1773                         *CURRENT SURVEY CONTROL
 GR1773  ___________________________________________________________________
 GR1773* NAD 83(1994)-  36 29 24.29876(N)    114 21 17.55703(W)     ADJUSTED  
 GR1773* NAVD 88     -       387.6    (meters)    1272.     (feet)  VERTCON   
 GR1773  ___________________________________________________________________
 GR1773  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 GR1773  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 GR1773
 GR1773  HORZ ORDER  -  THIRD
 GR1773
 GR1773.The horizontal coordinates were established by classical geodetic methods
 GR1773.and adjusted by the National Geodetic Survey in June 1998..
 GR1773
 GR1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1773
 GR1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1773
 GR1773.The geoid height was determined by GEOID03.
 GR1773
 GR1773;                    North         East     Units Scale Factor Converg.
 GR1773;SPC NV E     - 8,193,748.126   310,064.276   MT  1.00004921   +0 43 50.2
 GR1773;SPC NV E     -26,882,321.98  1,017,269.21   sFT  1.00004921   +0 43 50.2
 GR1773;UTM  11      - 4,041,561.885   736,939.750   MT  1.00029173   +1 34 25.5
 GR1773
 GR1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1773!SPC NV E     -   0.99994346  x   1.00004921  =   0.99999267
 GR1773!UTM  11      -   0.99994346  x   1.00029173  =   1.00023518
 GR1773
 GR1773:                Primary Azimuth Mark                     Grid Az
 GR1773:SPC NV E     -  N 81                                     190 27 55.0
 GR1773:UTM  11      -  N 81                                     189 37 19.7
 GR1773
 GR1773|---------------------------------------------------------------------|
 GR1773| PID    Reference Object                     Distance      Geod. Az  |
 GR1773|                                                           dddmmss.s |
 GR1773| GR1758 N 81                                APPROX. 4.4 KM 1911145.2 |
 GR1773|---------------------------------------------------------------------|
 GR1773
 GR1773                          SUPERSEDED SURVEY CONTROL
 GR1773
 GR1773  NAD 83(1994)-  36 29 24.29872(N)    114 21 17.55634(W) AD(       ) 3
 GR1773  NAD 83(1992)-  36 29 24.29873(N)    114 21 17.55696(W) AD(       ) 3
 GR1773  NAD 83(1986)-  36 29 24.29232(N)    114 21 17.53910(W) AD(       ) 3
 GR1773  NGVD 29 (06/27/88)  387.0    (m)         1270.     (f) VERT ANG       
 GR1773
 GR1773.Superseded values are not recommended for survey control.
 GR1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1773.See file dsdata.txt to determine how the superseded data were derived.
 GR1773
 GR1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3694041562(NAD 83)
 GR1773_MARKER: DS = TRIANGULATION STATION DISK
 GR1773_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1773_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1773
 GR1773  HISTORY     - Date     Condition        Report By
 GR1773  HISTORY     - 1948     MONUMENTED       USGS
 GR1773
 GR1773                          STATION DESCRIPTION
 GR1773
 GR1773'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1773'LOCATED ABOUT 3.2 MI N. OF OVERTON BOAT DOCK.  ABOUT 100 FT. SE.
 GR1773'OF HIGHEST POINT (CASTLE ROCK) IN 1 MI VICINITY, WHERE SLOPE
 GR1773'DROPS OFF ABRUPTLY TOWARD N., ABOUT 1 MI SE. OF LARGE, ISOLATED
 GR1773'PLATEAU, ABOUT 400 FT. ABOVE HIGH WATER MARK.
 GR1773'
 GR1773'TO REACH NOT GIVEN.
 GR1773'
 GR1773'STATION MARK--STANDARD TABLET STAMPED---N90 1948---, WELDED TO
 GR1773'2-INCH IRON PIPE PROJECTING 6 INCHES ABOVE GROUND.
 GR1773'
 GR1773'RMS--NONE SET.
 GR1773'
 GR1773'NOTE--FAIRCHILD STATION, 2 X 2 INCH STAKE, DESIGNATED AS
 GR1773'RIDGE, 7.69 FT. SW. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1774 ***********************************************************************
 GR1774  DESIGNATION -  N 91
 GR1774  PID         -  GR1774
 GR1774  STATE/COUNTY-  NV/CLARK
 GR1774  USGS QUAD   -  OVERTON (1983)
 GR1774
 GR1774                         *CURRENT SURVEY CONTROL
 GR1774  ___________________________________________________________________
 GR1774* NAD 83(1994)-  36 30 21.17796(N)    114 25 14.17208(W)     ADJUSTED  
 GR1774* NAVD 88     -       382.6    (meters)    1255.     (feet)  VERTCON   
 GR1774  ___________________________________________________________________
 GR1774  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 GR1774  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 GR1774
 GR1774  HORZ ORDER  -  THIRD
 GR1774
 GR1774.The horizontal coordinates were established by classical geodetic methods
 GR1774.and adjusted by the National Geodetic Survey in June 1998..
 GR1774
 GR1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1774
 GR1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1774
 GR1774.The geoid height was determined by GEOID03.
 GR1774
 GR1774;                    North         East     Units Scale Factor Converg.
 GR1774;SPC NV E     - 8,195,428.242   304,154.070   MT  1.00003361   +0 41 30.4
 GR1774;SPC NV E     -26,887,834.16    997,878.81   sFT  1.00003361   +0 41 30.4
 GR1774;UTM  11      - 4,043,155.209   731,004.073   MT  1.00025750   +1 32 06.6
 GR1774
 GR1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1774!SPC NV E     -   0.99994426  x   1.00003361  =   0.99997787
 GR1774!UTM  11      -   0.99994426  x   1.00025750  =   1.00020175
 GR1774
 GR1774                          SUPERSEDED SURVEY CONTROL
 GR1774
 GR1774  NAD 83(1994)-  36 30 21.17797(N)    114 25 14.17106(W) AD(       ) 3
 GR1774  NAD 83(1992)-  36 30 21.17778(N)    114 25 14.17165(W) AD(       ) 3
 GR1774  NAD 83(1986)-  36 30 21.17213(N)    114 25 14.15710(W) AD(       ) 3
 GR1774  NGVD 29 (06/27/88)  382.0    (m)         1253.     (f) VERT ANG       
 GR1774
 GR1774.Superseded values are not recommended for survey control.
 GR1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1774.See file dsdata.txt to determine how the superseded data were derived.
 GR1774
 GR1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3100443155(NAD 83)
 GR1774_MARKER: DS = TRIANGULATION STATION DISK
 GR1774_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1774_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1774
 GR1774  HISTORY     - Date     Condition        Report By
 GR1774  HISTORY     - 1948     MONUMENTED       USGS
 GR1774
 GR1774                          STATION DESCRIPTION
 GR1774
 GR1774'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1774'NOT OCCUPIED.
 GR1774'
 GR1774'LOCATED ABOUT 5.1 MI NW. OF OVERTON BOAT DOCK.  ON WEST SIDE OF
 GR1774'BAY BELOW MUDDY CREEK, ON SMALL TOP AT END OF RIDGE WHICH WOULD
 GR1774'BE AN ISLAND AT HIGH WATER, ABOUT 30 FT. ABOVE HIGH WATER MARK.
 GR1774'
 GR1774'STATION MARK--STANDARD TABLET STAMPED---N91 1948---, WELDED TO
 GR1774'2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1775 ***********************************************************************
 GR1775  DESIGNATION -  N 92
 GR1775  PID         -  GR1775
 GR1775  STATE/COUNTY-  NV/CLARK
 GR1775  USGS QUAD   -  OVERTON (1983)
 GR1775
 GR1775                         *CURRENT SURVEY CONTROL
 GR1775  ___________________________________________________________________
 GR1775* NAD 83(1994)-  36 31 28.37460(N)    114 24 30.72970(W)     ADJUSTED  
 GR1775* NAVD 88     -       352.6    (meters)    1157.     (feet)  VERTCON   
 GR1775  ___________________________________________________________________
 GR1775  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 GR1775  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 GR1775
 GR1775  HORZ ORDER  -  THIRD
 GR1775
 GR1775.The horizontal coordinates were established by classical geodetic methods
 GR1775.and adjusted by the National Geodetic Survey in June 1998..
 GR1775
 GR1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1775
 GR1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1775
 GR1775.The geoid height was determined by GEOID03.
 GR1775
 GR1775;                    North         East     Units Scale Factor Converg.
 GR1775;SPC NV E     - 8,197,512.593   305,209.798   MT  1.00003633   +0 41 57.4
 GR1775;SPC NV E     -26,894,672.57  1,001,342.48   sFT  1.00003633   +0 41 57.4
 GR1775;UTM  11      - 4,045,255.351   732,029.229   MT  1.00026335   +1 32 35.0
 GR1775
 GR1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1775!SPC NV E     -   0.99994896  x   1.00003633  =   0.99998529
 GR1775!UTM  11      -   0.99994896  x   1.00026335  =   1.00021230
 GR1775
 GR1775                          SUPERSEDED SURVEY CONTROL
 GR1775
 GR1775  NAD 83(1994)-  36 31 28.37448(N)    114 24 30.72865(W) AD(       ) 3
 GR1775  NAD 83(1992)-  36 31 28.37426(N)    114 24 30.72932(W) AD(       ) 3
 GR1775  NAD 83(1986)-  36 31 28.36984(N)    114 24 30.71487(W) AD(       ) 3
 GR1775  NGVD 29 (06/27/88)  352.0    (m)         1155.     (f) VERT ANG       
 GR1775
 GR1775.Superseded values are not recommended for survey control.
 GR1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1775.See file dsdata.txt to determine how the superseded data were derived.
 GR1775
 GR1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3202945255(NAD 83)
 GR1775_MARKER: DS = TRIANGULATION STATION DISK
 GR1775_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1775_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1775
 GR1775  HISTORY     - Date     Condition        Report By
 GR1775  HISTORY     - 1948     MONUMENTED       USGS
 GR1775
 GR1775                          STATION DESCRIPTION
 GR1775
 GR1775'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1775'NOT OCCUPIED.
 GR1775'
 GR1775'LOCATED ABOUT 6 MI NW. OF OVERTON BOAT DOCK.  ON EAST SIDE OF
 GR1775'MUDDY CREEK, ON HIGHEST POINT OF MOST NORTHERLY RIDGE OF GROUP OF
 GR1775'FOUR SMALL, WHITE RIDGES, ABOUT 100 FT. ABOVE HIGH WATER MARK.
 GR1775'
 GR1775'STATION MARK--STANDARD TABLET STAMPED---N92 1948---, WELDED TO
 GR1775'2-INCH IRON PIPE PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1776 ***********************************************************************
 GR1776  DESIGNATION -  N 93
 GR1776  PID         -  GR1776
 GR1776  STATE/COUNTY-  NV/CLARK
 GR1776  USGS QUAD   -  OVERTON SE (1983)
 GR1776
 GR1776                         *CURRENT SURVEY CONTROL
 GR1776  ___________________________________________________________________
 GR1776* NAD 83(1994)-  36 30 15.05660(N)    114 21 14.42057(W)     ADJUSTED  
 GR1776* NAVD 88     -       377.6    (meters)    1239.     (feet)  VERTCON   
 GR1776  ___________________________________________________________________
 GR1776  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 GR1776  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GR1776
 GR1776  HORZ ORDER  -  THIRD
 GR1776
 GR1776.The horizontal coordinates were established by classical geodetic methods
 GR1776.and adjusted by the National Geodetic Survey in June 1998..
 GR1776
 GR1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1776
 GR1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1776
 GR1776.The geoid height was determined by GEOID03.
 GR1776
 GR1776;                    North         East     Units Scale Factor Converg.
 GR1776;SPC NV E     - 8,195,313.657   310,122.370   MT  1.00004936   +0 43 53.0
 GR1776;SPC NV E     -26,887,458.22  1,017,459.81   sFT  1.00004936   +0 43 53.0
 GR1776;UTM  11      - 4,043,128.482   736,974.805   MT  1.00029194   +1 34 29.2
 GR1776
 GR1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1776!SPC NV E     -   0.99994503  x   1.00004936  =   0.99999439
 GR1776!UTM  11      -   0.99994503  x   1.00029194  =   1.00023695
 GR1776
 GR1776                          SUPERSEDED SURVEY CONTROL
 GR1776
 GR1776  NAD 83(1994)-  36 30 15.05653(N)    114 21 14.41984(W) AD(       ) 3
 GR1776  NAD 83(1992)-  36 30 15.05653(N)    114 21 14.42051(W) AD(       ) 3
 GR1776  NAD 83(1986)-  36 30 15.05091(N)    114 21 14.40258(W) AD(       ) 3
 GR1776  NGVD 29 (06/27/88)  377.0    (m)         1237.     (f) VERT ANG       
 GR1776
 GR1776.Superseded values are not recommended for survey control.
 GR1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1776.See file dsdata.txt to determine how the superseded data were derived.
 GR1776
 GR1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3697543128(NAD 83)
 GR1776_MARKER: DS = TRIANGULATION STATION DISK
 GR1776_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1776_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1776
 GR1776  HISTORY     - Date     Condition        Report By
 GR1776  HISTORY     - 1948     MONUMENTED       USGS
 GR1776
 GR1776                          STATION DESCRIPTION
 GR1776
 GR1776'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1776'NOT OCCUPIED.
 GR1776'
 GR1776'LOCATED ABOUT 4.2 MI NE. OF OVERTON BOAT DOCK.  ON WEST SIDE OF
 GR1776'LARGE BAY BELOW VIRGIN RIVER, AT ABOUT MIDDLE OF WEST SIDE OF
 GR1776'LARGE BAY, ON TOP OF SMALL ISLAND, ABOUT 20 FT. ABOVE HIGH WATER
 GR1776'MARK.
 GR1776'
 GR1776'STATION MARK--STANDARD TABLET STAMPED---N93 1948---, WELDED TO
 GR1776'2-INCH IRON PIPE PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1777 ***********************************************************************
 GR1777  DESIGNATION -  N 94
 GR1777  PID         -  GR1777
 GR1777  STATE/COUNTY-  NV/CLARK
 GR1777  USGS QUAD   -  OVERTON BEACH (1983)
 GR1777
 GR1777                         *CURRENT SURVEY CONTROL
 GR1777  ___________________________________________________________________
 GR1777* NAD 83(1994)-  36 29 23.17516(N)    114 20 44.53118(W)     ADJUSTED  
 GR1777* NAVD 88     -       426.6    (meters)    1400.     (feet)  VERTCON   
 GR1777  ___________________________________________________________________
 GR1777  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 GR1777  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GR1777
 GR1777  HORZ ORDER  -  THIRD
 GR1777
 GR1777.The horizontal coordinates were established by classical geodetic methods
 GR1777.and adjusted by the National Geodetic Survey in June 1998..
 GR1777
 GR1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1777
 GR1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1777
 GR1777.The geoid height was determined by GEOID03.
 GR1777
 GR1777;                    North         East     Units Scale Factor Converg.
 GR1777;SPC NV E     - 8,193,724.014   310,886.695   MT  1.00005144   +0 44 09.8
 GR1777;SPC NV E     -26,882,242.87  1,019,967.43   sFT  1.00005144   +0 44 09.8
 GR1777;UTM  11      - 4,041,549.875   737,762.635   MT  1.00029655   +1 34 45.1
 GR1777
 GR1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1777!SPC NV E     -   0.99993734  x   1.00005144  =   0.99998878
 GR1777!UTM  11      -   0.99993734  x   1.00029655  =   1.00023387
 GR1777
 GR1777                          SUPERSEDED SURVEY CONTROL
 GR1777
 GR1777  NAD 83(1994)-  36 29 23.17511(N)    114 20 44.53051(W) AD(       ) 3
 GR1777  NAD 83(1992)-  36 29 23.17516(N)    114 20 44.53114(W) AD(       ) 3
 GR1777  NAD 83(1986)-  36 29 23.16872(N)    114 20 44.51275(W) AD(       ) 3
 GR1777  NGVD 29 (06/27/88)  426.0    (m)         1398.     (f) VERT ANG       
 GR1777
 GR1777.Superseded values are not recommended for survey control.
 GR1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1777.See file dsdata.txt to determine how the superseded data were derived.
 GR1777
 GR1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3776341550(NAD 83)
 GR1777_MARKER: DS = TRIANGULATION STATION DISK
 GR1777_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1777_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1777
 GR1777  HISTORY     - Date     Condition        Report By
 GR1777  HISTORY     - 1948     MONUMENTED       USGS
 GR1777
 GR1777                          STATION DESCRIPTION
 GR1777
 GR1777'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1777'NOT OCCUPIED.
 GR1777'
 GR1777'LOCATED ABOUT 3.3 MI N. OF OVERTON BOAT DOCK.  ON SOUTHWEST SIDE
 GR1777'OF LARGE BAY BELOW VIRGIN RIVER, ON SANDY SIDEHILL, ABOUT 5 FT.
 GR1777'ABOVE HIGH WATER MARK.
 GR1777'
 GR1777'STATION MARK--STANDARD TABLET STAMPED---N94 1948---, WELDED TO
 GR1777'2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1778 ***********************************************************************
 GR1778  DESIGNATION -  N 95
 GR1778  PID         -  GR1778
 GR1778  STATE/COUNTY-  NV/CLARK
 GR1778  USGS QUAD   -  OVERTON BEACH (1983)
 GR1778
 GR1778                         *CURRENT SURVEY CONTROL
 GR1778  ___________________________________________________________________
 GR1778* NAD 83(1994)-  36 29 45.57865(N)    114 19 29.13909(W)     ADJUSTED  
 GR1778* NAVD 88     -       433.6    (meters)    1423.     (feet)  VERTCON   
 GR1778  ___________________________________________________________________
 GR1778  LAPLACE CORR-           6.60  (seconds)                    DEFLEC99
 GR1778  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 GR1778
 GR1778  HORZ ORDER  -  THIRD
 GR1778
 GR1778.The horizontal coordinates were established by classical geodetic methods
 GR1778.and adjusted by the National Geodetic Survey in June 1998..
 GR1778
 GR1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1778
 GR1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1778
 GR1778.The geoid height was determined by GEOID03.
 GR1778
 GR1778;                    North         East     Units Scale Factor Converg.
 GR1778;SPC NV E     - 8,194,438.882   312,754.102   MT  1.00005659   +0 44 55.1
 GR1778;SPC NV E     -26,884,588.23  1,026,094.08   sFT  1.00005659   +0 44 55.1
 GR1778;UTM  11      - 4,042,292.330   739,619.780   MT  1.00030747   +1 35 30.8
 GR1778
 GR1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1778!SPC NV E     -   0.99993623  x   1.00005659  =   0.99999281
 GR1778!UTM  11      -   0.99993623  x   1.00030747  =   1.00024368
 GR1778
 GR1778:                Primary Azimuth Mark                     Grid Az
 GR1778:SPC NV E     -  N 80 K                                   190 57 19.2
 GR1778:UTM  11      -  N 80 K                                   190 06 43.5
 GR1778
 GR1778|---------------------------------------------------------------------|
 GR1778| PID    Reference Object                     Distance      Geod. Az  |
 GR1778|                                                           dddmmss.s |
 GR1778| GR1757 N 80 K                              APPROX. 1.5 KM 1914214.3 |
 GR1778|---------------------------------------------------------------------|
 GR1778
 GR1778                          SUPERSEDED SURVEY CONTROL
 GR1778
 GR1778  NAD 83(1994)-  36 29 45.57855(N)    114 19 29.13847(W) AD(       ) 3
 GR1778  NAD 83(1992)-  36 29 45.57864(N)    114 19 29.13915(W) AD(       ) 3
 GR1778  NAD 83(1986)-  36 29 45.57243(N)    114 19 29.11954(W) AD(       ) 3
 GR1778  NGVD 29 (06/27/88)  433.0    (m)         1421.     (f) VERT ANG       
 GR1778
 GR1778.Superseded values are not recommended for survey control.
 GR1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1778.See file dsdata.txt to determine how the superseded data were derived.
 GR1778
 GR1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3962042292(NAD 83)
 GR1778_MARKER: DS = TRIANGULATION STATION DISK
 GR1778_SETTING: 66 = SET IN ROCK OUTCROP
 GR1778_SP_SET: SET IN BEDROCK
 GR1778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1778+STABILITY: POSITION/ELEVATION WELL
 GR1778
 GR1778  HISTORY     - Date     Condition        Report By
 GR1778  HISTORY     - 1948     MONUMENTED       USGS
 GR1778
 GR1778                          STATION DESCRIPTION
 GR1778
 GR1778'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1778'LOCATED ABOUT 4 MI NE. OF OVERTON BOAT DOCK.  AT SOUTHEAST CORNER
 GR1778'OF LARGE BAY BELOW VIRGIN RIVER, ABOUT 200 FT. NE. OF WHERE HIGH,
 GR1778'FLAT RIDGE DROPS OFF ABRUPTLY TOWARD LAKE, ABOUT 225 FT. ABOVE
 GR1778'HIGH WATER MARK.
 GR1778'
 GR1778'TO REACH NOT GIVEN.
 GR1778'
 GR1778'STATION MARK--STANDARD TABLET STAMPED---N95 1948---, CEMENTED IN
 GR1778'BEDROCK.
 GR1778'
 GR1778'RMS--NONE SET.
 GR1778'
 GR1778'NOTE--FAIRCHILD STATION, DRILL HOLE IN ROCK, DESIGNATED AS
 GR1778'V74, 8.73 FT. ESE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1779 ***********************************************************************
 GR1779  DESIGNATION -  N 96
 GR1779  PID         -  GR1779
 GR1779  STATE/COUNTY-  NV/CLARK
 GR1779  USGS QUAD   -  OVERTON BEACH (1983)
 GR1779
 GR1779                         *CURRENT SURVEY CONTROL
 GR1779  ___________________________________________________________________
 GR1779* NAD 83(1994)-  36 29 38.48540(N)    114 19 42.94661(W)     ADJUSTED  
 GR1779* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1779  ___________________________________________________________________
 GR1779  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 GR1779  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 GR1779
 GR1779  HORZ ORDER  -  THIRD
 GR1779
 GR1779.The horizontal coordinates were established by classical geodetic methods
 GR1779.and adjusted by the National Geodetic Survey in June 1998..
 GR1779
 GR1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1779
 GR1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1779
 GR1779.The geoid height was determined by GEOID03.
 GR1779
 GR1779;                    North         East     Units Scale Factor Converg.
 GR1779;SPC NV E     - 8,194,215.759   312,413.323   MT  1.00005564   +0 44 46.7
 GR1779;SPC NV E     -26,883,856.20  1,024,976.04   sFT  1.00005564   +0 44 46.7
 GR1779;UTM  11      - 4,042,064.159   739,282.237   MT  1.00030548   +1 35 22.4
 GR1779
 GR1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1779!SPC NV E     -   0.99994690  x   1.00005564  =   1.00000254
 GR1779!UTM  11      -   0.99994690  x   1.00030548  =   1.00025237
 GR1779
 GR1779                          SUPERSEDED SURVEY CONTROL
 GR1779
 GR1779  NAD 83(1994)-  36 29 38.48530(N)    114 19 42.94599(W) AD(       ) 3
 GR1779  NAD 83(1992)-  36 29 38.48538(N)    114 19 42.94665(W) AD(       ) 3
 GR1779  NAD 83(1986)-  36 29 38.47912(N)    114 19 42.92739(W) AD(       ) 3
 GR1779  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1779
 GR1779.Superseded values are not recommended for survey control.
 GR1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1779.See file dsdata.txt to determine how the superseded data were derived.
 GR1779
 GR1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3928242064(NAD 83)
 GR1779_MARKER: DS = TRIANGULATION STATION DISK
 GR1779_SETTING: 66 = SET IN ROCK OUTCROP
 GR1779_SP_SET: SET IN BEDROCK
 GR1779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GR1779+STABILITY: POSITION/ELEVATION WELL
 GR1779
 GR1779  HISTORY     - Date     Condition        Report By
 GR1779  HISTORY     - 1948     MONUMENTED       USGS
 GR1779
 GR1779                          STATION DESCRIPTION
 GR1779
 GR1779'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1779'NOT OCCUPIED.
 GR1779'
 GR1779'LOCATED ABOUT 3.8 MI NE. OF OVERTON BOAT DOCK.  AT SOUTHEAST
 GR1779'CORNER OF LARGE BAY BELOW VIRGIN RIVER, ON NORTHEAST CORNER OF
 GR1779'POINT FORMING EAST SIDE OF ENTRANCE TO THE NARROWS, ABOUT 5 FT.
 GR1779'BELOW HIGH WATER MARK.
 GR1779'
 GR1779'STATION MARK--STANDARD TABLET STAMPED---N96 1948---, CEMENTED IN
 GR1779'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1780 ***********************************************************************
 GR1780  DESIGNATION -  N 97
 GR1780  PID         -  GR1780
 GR1780  STATE/COUNTY-  NV/CLARK
 GR1780  USGS QUAD   -  OVERTON SE (1983)
 GR1780
 GR1780                         *CURRENT SURVEY CONTROL
 GR1780  ___________________________________________________________________
 GR1780* NAD 83(1994)-  36 30 09.22995(N)    114 19 36.96199(W)     ADJUSTED  
 GR1780* NAVD 88     -       365.6    (meters)    1199.     (feet)  VERTCON   
 GR1780  ___________________________________________________________________
 GR1780  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 GR1780  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 GR1780
 GR1780  HORZ ORDER  -  THIRD
 GR1780
 GR1780.The horizontal coordinates were established by classical geodetic methods
 GR1780.and adjusted by the National Geodetic Survey in June 1998..
 GR1780
 GR1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1780
 GR1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1780
 GR1780.The geoid height was determined by GEOID03.
 GR1780
 GR1780;                    North         East     Units Scale Factor Converg.
 GR1780;SPC NV E     - 8,195,165.359   312,549.904   MT  1.00005602   +0 44 50.9
 GR1780;SPC NV E     -26,886,971.68  1,025,424.14   sFT  1.00005602   +0 44 50.9
 GR1780;UTM  11      - 4,043,015.904   739,404.857   MT  1.00030620   +1 35 27.1
 GR1780
 GR1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1780!SPC NV E     -   0.99994690  x   1.00005602  =   1.00000291
 GR1780!UTM  11      -   0.99994690  x   1.00030620  =   1.00025308
 GR1780
 GR1780:                Primary Azimuth Mark                     Grid Az
 GR1780:SPC NV E     -  N 90                                     240 18 33.6
 GR1780:UTM  11      -  N 90                                     239 27 57.4
 GR1780
 GR1780|---------------------------------------------------------------------|
 GR1780| PID    Reference Object                     Distance      Geod. Az  |
 GR1780|                                                           dddmmss.s |
 GR1780| GR1773 N 90                                APPROX. 2.9 KM 2410324.5 |
 GR1780|---------------------------------------------------------------------|
 GR1780
 GR1780                          SUPERSEDED SURVEY CONTROL
 GR1780
 GR1780  NAD 83(1994)-  36 30 09.22983(N)    114 19 36.96135(W) AD(       ) 3
 GR1780  NAD 83(1992)-  36 30 09.22990(N)    114 19 36.96204(W) AD(       ) 3
 GR1780  NAD 83(1986)-  36 30 09.22410(N)    114 19 36.94263(W) AD(       ) 3
 GR1780  NGVD 29 (06/27/88)  365.0    (m)         1198.     (f) VERT ANG       
 GR1780
 GR1780.Superseded values are not recommended for survey control.
 GR1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1780.See file dsdata.txt to determine how the superseded data were derived.
 GR1780
 GR1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3940543016(NAD 83)
 GR1780_MARKER: DS = TRIANGULATION STATION DISK
 GR1780_SETTING: 80 = SET IN A BOULDER
 GR1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1780+STABILITY: SURFACE MOTION
 GR1780
 GR1780  HISTORY     - Date     Condition        Report By
 GR1780  HISTORY     - 1948     MONUMENTED       USGS
 GR1780
 GR1780                          STATION DESCRIPTION
 GR1780
 GR1780'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1780'LOCATED ABOUT 4.5 MI NE. OF OVERTON BOAT DOCK.  ON EAST SIDE OF
 GR1780'LARGE BAY BELOW VIRGIN RIVER, ABOUT 30 FT. NE. OF HIGH WATER MARK
 GR1780'AT SOUTHWEST END OF LOW, SANDY RIDGE, ABOUT 10 FT. ABOVE HIGH
 GR1780'WATER MARK.
 GR1780'
 GR1780'TO REACH NOT GIVEN.
 GR1780'
 GR1780'STATION MARK--STANDARD TABLET STAMPED---N97 1948---, CEMENTED IN
 GR1780'TOP OF BOULDER SET IN PLACE.
 GR1780'
 GR1780'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1781 ***********************************************************************
 GR1781  DESIGNATION -  N 98
 GR1781  PID         -  GR1781
 GR1781  STATE/COUNTY-  NV/CLARK
 GR1781  USGS QUAD   -  OVERTON SE (1983)
 GR1781
 GR1781                         *CURRENT SURVEY CONTROL
 GR1781  ___________________________________________________________________
 GR1781* NAD 83(1994)-  36 30 49.89989(N)    114 20 06.12654(W)     ADJUSTED  
 GR1781* NAVD 88     -       340.6    (meters)    1117.     (feet)  VERTCON   
 GR1781  ___________________________________________________________________
 GR1781  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 GR1781  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 GR1781
 GR1781  HORZ ORDER  -  THIRD
 GR1781
 GR1781.The horizontal coordinates were established by classical geodetic methods
 GR1781.and adjusted by the National Geodetic Survey in June 1998..
 GR1781
 GR1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1781
 GR1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1781
 GR1781.The geoid height was determined by GEOID03.
 GR1781
 GR1781;                    North         East     Units Scale Factor Converg.
 GR1781;SPC NV E     - 8,196,409.517   311,807.896   MT  1.00005397   +0 44 34.2
 GR1781;SPC NV E     -26,891,053.56  1,022,989.74   sFT  1.00005397   +0 44 34.2
 GR1781;UTM  11      - 4,044,249.311   738,644.425   MT  1.00030172   +1 35 11.2
 GR1781
 GR1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1781!SPC NV E     -   0.99995082  x   1.00005397  =   1.00000479
 GR1781!UTM  11      -   0.99995082  x   1.00030172  =   1.00025253
 GR1781
 GR1781:                Primary Azimuth Mark                     Grid Az
 GR1781:SPC NV E     -  N 94                                     198 55 59.4
 GR1781:UTM  11      -  N 94                                     198 05 22.4
 GR1781
 GR1781|---------------------------------------------------------------------|
 GR1781| PID    Reference Object                     Distance      Geod. Az  |
 GR1781|                                                           dddmmss.s |
 GR1781| GR1777 N 94                                APPROX. 2.8 KM 1994033.6 |
 GR1781|---------------------------------------------------------------------|
 GR1781
 GR1781                          SUPERSEDED SURVEY CONTROL
 GR1781
 GR1781  NAD 83(1994)-  36 30 49.89975(N)    114 20 06.12585(W) AD(       ) 3
 GR1781  NAD 83(1992)-  36 30 49.89979(N)    114 20 06.12658(W) AD(       ) 3
 GR1781  NAD 83(1986)-  36 30 49.89461(N)    114 20 06.10759(W) AD(       ) 3
 GR1781  NGVD 29 (06/27/88)  340.0    (m)         1115.     (f) VERT ANG       
 GR1781
 GR1781.Superseded values are not recommended for survey control.
 GR1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1781.See file dsdata.txt to determine how the superseded data were derived.
 GR1781
 GR1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3864444249(NAD 83)
 GR1781_MARKER: DS = TRIANGULATION STATION DISK
 GR1781_SETTING: 80 = SET IN A BOULDER
 GR1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1781+STABILITY: SURFACE MOTION
 GR1781
 GR1781  HISTORY     - Date     Condition        Report By
 GR1781  HISTORY     - 1948     MONUMENTED       USGS
 GR1781
 GR1781                          STATION DESCRIPTION
 GR1781
 GR1781'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1781'LOCATED ABOUT 5 MI NE. OF OVERTON BOAT DOCK.  AT NORTHEAST CORNER
 GR1781'OF LARGE BAY BELOW VIRGIN RIVER, ON GRAY SIDEHILL, ABOUT 20 FT.
 GR1781'E. OF HIGH WATER MARK, ABOUT 10 FT. ABOVE HIGH WATER MARK.
 GR1781'
 GR1781'TO REACH NOT GIVEN.
 GR1781'
 GR1781'STATION MARK--STANDARD TABLET STAMPED---N98 1948---, CEMENTED IN
 GR1781'TOP OF BOULDER SET IN PLACE.
 GR1781'
 GR1781'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1782 ***********************************************************************
 GR1782  DESIGNATION -  N 99
 GR1782  PID         -  GR1782
 GR1782  STATE/COUNTY-  NV/CLARK
 GR1782  USGS QUAD   -  OVERTON SE (1983)
 GR1782
 GR1782                         *CURRENT SURVEY CONTROL
 GR1782  ___________________________________________________________________
 GR1782* NAD 83(1994)-  36 31 06.28130(N)    114 20 53.78422(W)     ADJUSTED  
 GR1782* NAVD 88     -       335.6    (meters)    1101.     (feet)  VERTCON   
 GR1782  ___________________________________________________________________
 GR1782  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 GR1782  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 GR1782
 GR1782  HORZ ORDER  -  THIRD
 GR1782
 GR1782.The horizontal coordinates were established by classical geodetic methods
 GR1782.and adjusted by the National Geodetic Survey in June 1998..
 GR1782
 GR1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1782
 GR1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1782
 GR1782.The geoid height was determined by GEOID03.
 GR1782
 GR1782;                    North         East     Units Scale Factor Converg.
 GR1782;SPC NV E     - 8,196,899.158   310,615.638   MT  1.00005070   +0 44 06.1
 GR1782;SPC NV E     -26,892,659.99  1,019,078.14   sFT  1.00005070   +0 44 06.1
 GR1782;UTM  11      - 4,044,721.460   737,444.791   MT  1.00029468   +1 34 43.4
 GR1782
 GR1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1782!SPC NV E     -   0.99995161  x   1.00005070  =   1.00000231
 GR1782!UTM  11      -   0.99995161  x   1.00029468  =   1.00024628
 GR1782
 GR1782:                Primary Azimuth Mark                     Grid Az
 GR1782:SPC NV E     -  N 102                                    027 39 21.8
 GR1782:UTM  11      -  N 102                                    026 48 44.5
 GR1782
 GR1782|---------------------------------------------------------------------|
 GR1782| PID    Reference Object                     Distance      Geod. Az  |
 GR1782|                                                           dddmmss.s |
 GR1782| GR1595 N 102                               APPROX. 0.5 KM 0282327.9 |
 GR1782| GR1773 N 90                                APPROX. 3.2 KM 1903935.3 |
 GR1782|---------------------------------------------------------------------|
 GR1782
 GR1782                          SUPERSEDED SURVEY CONTROL
 GR1782
 GR1782  NAD 83(1994)-  36 31 06.28116(N)    114 20 53.78347(W) AD(       ) 3
 GR1782  NAD 83(1992)-  36 31 06.28117(N)    114 20 53.78422(W) AD(       ) 3
 GR1782  NAD 83(1986)-  36 31 06.27629(N)    114 20 53.76595(W) AD(       ) 3
 GR1782  NGVD 29 (06/27/88)  335.0    (m)         1099.     (f) VERT ANG       
 GR1782
 GR1782.Superseded values are not recommended for survey control.
 GR1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1782.See file dsdata.txt to determine how the superseded data were derived.
 GR1782
 GR1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA3744544721(NAD 83)
 GR1782_MARKER: DS = TRIANGULATION STATION DISK
 GR1782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GR1782_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GR1782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1782
 GR1782  HISTORY     - Date     Condition        Report By
 GR1782  HISTORY     - 1948     MONUMENTED       USGS
 GR1782
 GR1782                          STATION DESCRIPTION
 GR1782
 GR1782'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 GR1782'LOCATED ABOUT 5.2 MI N. OF OVERTON BOAT DOCK, ABOUT 1.1 MI NW. OF
 GR1782'MIDDLE OF LARGE BAY BELOW VIRGIN RIVER.  ON SANDY NOSE OF HIGH,
 GR1782'FLAT RIDGE, ABOUT 100 FT. ABOVE HIGH WATER MARK.
 GR1782'
 GR1782'TO REACH NOT GIVEN.
 GR1782'
 GR1782'STATION MARK--STANDARD TABLET STAMPED---N99 1948---, WELDED TO
 GR1782'2-INCH IRON PIPE PROJECTING 4 INCHES ABOVE GROUND.
 GR1782'
 GR1782'RMS--NONE SET.
 GR1782'
 GR1782'NOTE--FAIRCHILD STATION, 2 X 2 INCH STAKE, DESIGNATED AS V13,
 GR1782'5.75 FT. NNW. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1855 ***********************************************************************
 GR1855  DESIGNATION -  N I
 GR1855  PID         -  GR1855
 GR1855  STATE/COUNTY-  NV/CLARK
 GR1855  USGS QUAD   -  HOOVER DAM (1997)
 GR1855
 GR1855                         *CURRENT SURVEY CONTROL
 GR1855  ___________________________________________________________________
 GR1855* NAD 83(1994)-  36 00 58.75616(N)    114 44 19.64851(W)     ADJUSTED  
 GR1855* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 GR1855  ___________________________________________________________________
 GR1855  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 GR1855  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1855
 GR1855  HORZ ORDER  -  SECOND
 GR1855
 GR1855.The horizontal coordinates were established by classical geodetic methods
 GR1855.and adjusted by the National Geodetic Survey in June 1998..
 GR1855
 GR1855.The orthometric height was scaled from a topographic map.
 GR1855
 GR1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1855
 GR1855.The geoid height was determined by GEOID03.
 GR1855
 GR1855;                    North         East     Units Scale Factor Converg.
 GR1855;SPC NV E     - 8,140,811.187   276,124.580   MT  0.99997138   +0 29 47.9
 GR1855;SPC NV E     -26,708,644.70    905,918.73   sFT  0.99997138   +0 29 47.9
 GR1855;SPC AZ W     -   556,794.499   124,229.873   MT  1.00003119   -0 34 53.3
 GR1855;SPC AZ W     - 1,826,753.61    407,578.32   iFT  1.00003119   -0 34 53.3
 GR1855;UTM  11      - 3,988,123.826   703,771.828   MT  1.00011166   +1 19 48.3
 GR1855
 GR1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1855!SPC NV E     -   0.99994531  x   0.99997138  =   0.99991669
 GR1855!SPC AZ W     -   0.99994531  x   1.00003119  =   0.99997650
 GR1855!UTM  11      -   0.99994531  x   1.00011166  =   1.00005697
 GR1855
 GR1855                          SUPERSEDED SURVEY CONTROL
 GR1855
 GR1855  NAD 83(1992)-  36 00 58.75616(N)    114 44 19.64851(W) AD(       ) 2
 GR1855  NAD 83(1986)-  36 00 58.74442(N)    114 44 19.63753(W) AD(       ) 2
 GR1855  NAD 27      -  36 00 58.81300(N)    114 44 16.70100(W) AD(       ) 2
 GR1855
 GR1855.Superseded values are not recommended for survey control.
 GR1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1855.See file dsdata.txt to determine how the superseded data were derived.
 GR1855
 GR1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0377288124(NAD 83)
 GR1855_MARKER: DS = TRIANGULATION STATION DISK
 GR1855_SETTING: 0 = UNSPECIFIED SETTING
 GR1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1855
 GR1855  HISTORY     - Date     Condition        Report By
 GR1855  HISTORY     - 1935     MONUMENTED       BOR
 GR1855  HISTORY     - 1990     GOOD             USPSQD
 GR1855
 GR1855                          STATION DESCRIPTION
 GR1855
 GR1855'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1855'STATION IS A THREE-SIDED CONCRETE PIER ABOUT 5 FEET HIGH, LOCATED
 GR1855'ON THE NEVADA SIDE OF THE CANYON ABOUT 240 FEET DOWNSTREAM
 GR1855'FROM THE END OF HOOVER DAM, WITH A STANDARD USC AND GS STATION
 GR1855'MARK SET FLUSH WITH THE TOP OF THE PIER.
 GR1855
 GR1855                          STATION RECOVERY (1990)
 GR1855
 GR1855'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1852 ***********************************************************************
 GR1852  DESIGNATION -  N II
 GR1852  PID         -  GR1852
 GR1852  STATE/COUNTY-  NV/CLARK
 GR1852  USGS QUAD   -  HOOVER DAM (1997)
 GR1852
 GR1852                         *CURRENT SURVEY CONTROL
 GR1852  ___________________________________________________________________
 GR1852* NAD 83(1994)-  36 00 58.08340(N)    114 44 20.72706(W)     ADJUSTED  
 GR1852* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 GR1852  ___________________________________________________________________
 GR1852  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 GR1852  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1852
 GR1852  HORZ ORDER  -  SECOND
 GR1852
 GR1852.The horizontal coordinates were established by classical geodetic methods
 GR1852.and adjusted by the National Geodetic Survey in June 1998..
 GR1852
 GR1852.The orthometric height was scaled from a topographic map.
 GR1852
 GR1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1852
 GR1852.The geoid height was determined by GEOID03.
 GR1852
 GR1852;                    North         East     Units Scale Factor Converg.
 GR1852;SPC NV E     - 8,140,790.218   276,097.754   MT  0.99997133   +0 29 47.2
 GR1852;SPC NV E     -26,708,575.91    905,830.71   sFT  0.99997133   +0 29 47.2
 GR1852;SPC AZ W     -   556,774.038   124,202.656   MT  1.00003125   -0 34 53.9
 GR1852;SPC AZ W     - 1,826,686.48    407,489.03   iFT  1.00003125   -0 34 53.9
 GR1852;UTM  11      - 3,988,102.467   703,745.306   MT  1.00011153   +1 19 47.6
 GR1852
 GR1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1852!SPC NV E     -   0.99994688  x   0.99997133  =   0.99991821
 GR1852!SPC AZ W     -   0.99994688  x   1.00003125  =   0.99997813
 GR1852!UTM  11      -   0.99994688  x   1.00011153  =   1.00005841
 GR1852
 GR1852|---------------------------------------------------------------------|
 GR1852| PID    Reference Object                     Distance      Geod. Az  |
 GR1852|                                                           dddmmss.s |
 GR1852| GR1862 SOUTH BASE                          341.282 METERS 17012     |
 GR1852| GR1856 A III                               293.079 METERS 17018     |
 GR1852| GR1853 N III                               354.360 METERS 22341     |
 GR1852|---------------------------------------------------------------------|
 GR1852
 GR1852                          SUPERSEDED SURVEY CONTROL
 GR1852
 GR1852  NAD 83(1992)-  36 00 58.08340(N)    114 44 20.72706(W) AD(       ) 2
 GR1852  NAD 83(1986)-  36 00 58.07169(N)    114 44 20.71607(W) AD(       ) 2
 GR1852  NAD 27      -  36 00 58.14100(N)    114 44 17.77900(W) AD(       ) 2
 GR1852
 GR1852.Superseded values are not recommended for survey control.
 GR1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1852.See file dsdata.txt to determine how the superseded data were derived.
 GR1852
 GR1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0374588102(NAD 83)
 GR1852_MARKER: DS = TRIANGULATION STATION DISK
 GR1852_SETTING: 0 = UNSPECIFIED SETTING
 GR1852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1852
 GR1852  HISTORY     - Date     Condition        Report By
 GR1852  HISTORY     - 1935     MONUMENTED       BOR
 GR1852
 GR1852                          STATION DESCRIPTION
 GR1852
 GR1852'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1852'STATION IS A THREE SIDED CONCRETE PIER 4-1/2 FEET HIGH LOCATED
 GR1852'ON THE NEVADA SIDE OF THE CANYON ABOUT 350 YEAR DOWNSTREAM
 GR1852'FROM THE END OF HOOVER DAM AND ABOUT 40 FEET LOWER THAN THE TOP
 GR1852'OF THE DAM, WITH A STANDARD U.S.C. AND G.S. STATION MARK
 GR1852'SET FLUSH WITH TOP OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1853 ***********************************************************************
 GR1853  DESIGNATION -  N III
 GR1853  PID         -  GR1853
 GR1853  STATE/COUNTY-  NV/CLARK
 GR1853  USGS QUAD   -  HOOVER DAM (1997)
 GR1853
 GR1853                         *CURRENT SURVEY CONTROL
 GR1853  ___________________________________________________________________
 GR1853* NAD 83(1994)-  36 00 49.76936(N)    114 44 30.50165(W)     ADJUSTED  
 GR1853* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 GR1853  ___________________________________________________________________
 GR1853  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 GR1853  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1853
 GR1853  HORZ ORDER  -  SECOND
 GR1853
 GR1853.The horizontal coordinates were established by classical geodetic methods
 GR1853.and adjusted by the National Geodetic Survey in June 1998..
 GR1853
 GR1853.The orthometric height was scaled from a topographic map.
 GR1853
 GR1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1853
 GR1853.The geoid height was determined by GEOID03.
 GR1853
 GR1853;                    North         East     Units Scale Factor Converg.
 GR1853;SPC NV E     - 8,140,531.863   275,855.224   MT  0.99997088   +0 29 41.4
 GR1853;SPC NV E     -26,707,728.29    905,035.01   sFT  0.99997088   +0 29 41.4
 GR1853;SPC AZ W     -   556,520.275   123,955.293   MT  1.00003179   -0 34 59.5
 GR1853;SPC AZ W     - 1,825,853.92    406,677.47   iFT  1.00003179   -0 34 59.5
 GR1853;UTM  11      - 3,987,840.574   703,506.526   MT  1.00011033   +1 19 41.6
 GR1853
 GR1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1853!SPC NV E     -   0.99994688  x   0.99997088  =   0.99991777
 GR1853!SPC AZ W     -   0.99994688  x   1.00003179  =   0.99997867
 GR1853!UTM  11      -   0.99994688  x   1.00011033  =   1.00005721
 GR1853
 GR1853|---------------------------------------------------------------------|
 GR1853| PID    Reference Object                     Distance      Geod. Az  |
 GR1853|                                                           dddmmss.s |
 GR1853| GR1852 N II                                354.367 METERS 04341     |
 GR1853| GR1851 NORTH BASE                          422.929 METERS 0780445.9 |
 GR1853| GR1862 SOUTH BASE                          313.282 METERS 10448     |
 GR1853|---------------------------------------------------------------------|
 GR1853
 GR1853                          SUPERSEDED SURVEY CONTROL
 GR1853
 GR1853  NAD 83(1992)-  36 00 49.76935(N)    114 44 30.50164(W) AD(       ) 2
 GR1853  NAD 83(1986)-  36 00 49.75789(N)    114 44 30.49057(W) AD(       ) 2
 GR1853  NAD 27      -  36 00 49.82600(N)    114 44 27.55400(W) AD(       ) 2
 GR1853
 GR1853.Superseded values are not recommended for survey control.
 GR1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1853.See file dsdata.txt to determine how the superseded data were derived.
 GR1853
 GR1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0350787841(NAD 83)
 GR1853_MARKER: DS = TRIANGULATION STATION DISK
 GR1853_SETTING: 0 = UNSPECIFIED SETTING
 GR1853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1853
 GR1853  HISTORY     - Date     Condition        Report By
 GR1853  HISTORY     - 1935     MONUMENTED       BOR
 GR1853
 GR1853                          STATION DESCRIPTION
 GR1853
 GR1853'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1853'STATION IS A THREE-SIDED CONCRETE PIER ABOUT 5 FEET HIGH,
 GR1853'LOCATED ON THE NEVADA SIDE OF THE CANYON ABOUT 1/4 MILE DOWNSTREAM
 GR1853'FROM HOOVER DAM, ON THE EDGE OF THE CANYON WHERE THE ROAD CUTS
 GR1853'THRU A RIDGE, ABOUT 250 FEET FROM LOOKOUT POINT, AND IS ABOUT
 GR1853'25 FEET LOWER THAN THE ROAD.  A STANDARD USC AND GS STATION
 GR1853'MARK IS SET FLUSH WITH THE TOP OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0295 ***********************************************************************
 HP0295  DESIGNATION -  NACA
 HP0295  PID         -  HP0295
 HP0295  STATE/COUNTY-  NV/LINCOLN
 HP0295  USGS QUAD   -  CONDOR CANYON (1970)
 HP0295
 HP0295                         *CURRENT SURVEY CONTROL
 HP0295  ___________________________________________________________________
 HP0295* NAD 83(1994)-  37 47 28.30627(N)    114 16 21.36979(W)     ADJUSTED  
 HP0295* NAVD 88     -      1768.681  (meters)    5802.75   (feet)  POSTED    
 HP0295  ___________________________________________________________________
 HP0295  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 HP0295  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 HP0295  DYNAMIC HT  -        1766.680 (meters)    5796.18  (feet)  COMP
 HP0295  MODELED GRAV-     979,436.1   (mgal)                       NAVD 88
 HP0295
 HP0295  HORZ ORDER  -  FIRST
 HP0295  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0295
 HP0295.The horizontal coordinates were established by classical geodetic methods
 HP0295.and adjusted by the National Geodetic Survey in June 1998..
 HP0295
 HP0295.The orthometric height was determined by differential leveling
 HP0295.and adjusted by the National Geodetic Survey in 1992..
 HP0295.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0295.rate of 0.0 thru 1.0 mm/km.
 HP0295
 HP0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0295
 HP0295.The geoid height was determined by GEOID03.
 HP0295
 HP0295.The dynamic height is computed by dividing the NAVD 88
 HP0295.geopotential number by the normal gravity value computed on the
 HP0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0295.degrees latitude (g = 980.6199 gals.).
 HP0295
 HP0295.The modeled gravity was interpolated from observed gravity values.
 HP0295
 HP0295;                    North         East     Units Scale Factor Converg.
 HP0295;SPC NV E     - 8,338,239.101   315,441.338   MT  1.00006409   +0 48 11.8
 HP0295;SPC NV E     -27,356,372.78  1,034,910.46   sFT  1.00006409   +0 48 11.8
 HP0295;UTM  11      - 4,186,152.408   740,158.349   MT  1.00031045   +1 40 19.6
 HP0295
 HP0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0295!SPC NV E     -   0.99972619  x   1.00006409  =   0.99979026
 HP0295!UTM  11      -   0.99972619  x   1.00031045  =   1.00003656
 HP0295
 HP0295|---------------------------------------------------------------------|
 HP0295| PID    Reference Object                     Distance      Geod. Az  |
 HP0295|                                                           dddmmss.s |
 HP0295| DD5513 NACA RM 1                            12.116 METERS 20131     |
 HP0295| HP0472 NACA RM 3                                          2570229.6 |
 HP0295| DD5512 NACA AZ MK                                         2602421.3 |
 HP0295| HP0297 PANACA WATER TANK                   APPROX.10.1 KM 2713226.8 |
 HP0295| HP0296 PANACA NORTH TEXACO TANK            APPROX.11.4 KM 2725121.3 |
 HP0295| DD5514 NACA RM 2                            11.497 METERS 29755     |
 HP0295|---------------------------------------------------------------------|
 HP0295
 HP0295                          SUPERSEDED SURVEY CONTROL
 HP0295
 HP0295  NAD 83(1994)-  37 47 28.30635(N)    114 16 21.36980(W) AD(       ) 1
 HP0295  NAD 83(1986)-  37 47 28.29800(N)    114 16 21.37046(W) AD(       ) 1
 HP0295  NAD 27      -  37 47 28.42500(N)    114 16 18.42400(W) AD(       ) 1
 HP0295  NGVD 29 (??/??/92) 1767.52   (m)         5798.9    (f) COMPUTED    2 0
 HP0295
 HP0295.Superseded values are not recommended for survey control.
 HP0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0295.See file dsdata.txt to determine how the superseded data were derived.
 HP0295
 HP0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB4015886152(NAD 83)
 HP0295_MARKER: DS = TRIANGULATION STATION DISK
 HP0295_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 HP0295_SP_SET: PREFAB CONC. POST IN EARTH
 HP0295_STAMPING: NACA 1944
 HP0295_MARK LOGO: CGS   
 HP0295_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HP0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0295+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2001
 HP0295
 HP0295  HISTORY     - Date     Condition        Report By
 HP0295  HISTORY     - 1944     MONUMENTED       CGS
 HP0295  HISTORY     - 1944     GOOD             CGS
 HP0295  HISTORY     - 1948     SEE DESCRIPTION  NVDH
 HP0295  HISTORY     - 19711123 GOOD             USGS
 HP0295  HISTORY     - 1972     GOOD             USGS
 HP0295  HISTORY     - 20011130 GOOD             NVGS
 HP0295
 HP0295                          STATION DESCRIPTION
 HP0295
 HP0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0295'STATION IS LOCATED ABOUT 6 MILES E OF PANACA, ON A LOW HILL
 HP0295'ALONG THE RIDGE AND OVERLOOKING ALL THE COUNTRY IN THE VALLEY TO
 HP0295'THE W.  IT IS 38 FEET SSE OF THE CENTER LINE OF STATE HIGHWAY
 HP0295'25 AND 9-1/2 FEET SW OF A 4- BY 4-INCH WITNESS POST.
 HP0295'
 HP0295'STATION MARK IS A BRONZE STATION DISK SET IN A 12-INCH-SQUARE
 HP0295'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND.  IT IS
 HP0295'STAMPED NACA 1944.  UNDERGROUND MARK IS A BRONZE DISK SET IN
 HP0295'CONCRETE.
 HP0295'
 HP0295'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12-INCH-SQUARE
 HP0295'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND
 HP0295'AND IS STAMPED NACA NO 1 1944.  IT IS AT ABOUT THE SAME ELEVATION
 HP0295'AS THE STATION MARK.
 HP0295'
 HP0295'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12-INCH-SQUARE
 HP0295'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND AND IS
 HP0295'STAMPED NACA NO 2 1944.  IT IS AT ABOUT THE SAME ELEVATION
 HP0295'AS THE STATION MARK.
 HP0295'
 HP0295'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A 12-INCH-SQUARE
 HP0295'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND
 HP0295'IS STAMPED NACA 1944.  IT IS PASSED ON THE WAY TO THE STATION
 HP0295'WHEN REACHED FROM PANACA.  IT IS 30 FEET NW OF THE CENTER LINE
 HP0295'OF THE HIGHWAY AND 6 FEET N OF 4- BY 4-INCH WITNESS POST.
 HP0295'
 HP0295'TO REACH STATION FROM THE TEXACO SERVICE STATION AND POST
 HP0295'OFFICE IN PANACA, GO E ON STATE HIGHWAY 25 FOR 6.3 MILES TO
 HP0295'THE TOP OF A LOW SUMMIT AND THE STATION.  THE HILL IS COVERED
 HP0295'WITH SAGE AND THERE ARE SOME SMALL CEDAR TREES IN THE VICINITY.
 HP0295
 HP0295                          STATION RECOVERY (1944)
 HP0295
 HP0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 HP0295'RECOVERED IN GOOD CONDITION.
 HP0295
 HP0295                          STATION RECOVERY (1948)
 HP0295
 HP0295'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1948 (WTH)
 HP0295'THE AZIMUTH MARK WAS DESTROYED DUE TO ROAD CONSTRUCTION.  A
 HP0295'NEW AZIMUTH MARK WAS SET 197.86 FEET S OF THE OLD LOCATION.
 HP0295'
 HP0295'MARK IS A BRONZE REFERENCE DISK SET IN A 12-INCH SQUARE CONCRETE
 HP0295'POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND STAMPED
 HP0295'NACA NO 3 1948, AND PASSED ON THE WAY TO THE STATION WHEN
 HP0295'GOING TO IT FROM PANACA.  IT IS ABOUT 185 FEET S OF THE CENTER
 HP0295'LINE OF THE NEWLY CONSTRUCTED NEVADA STATE HIGHWAY 25 AND ABOUT
 HP0295'5 FEET N OF A 4- BY 4-INCH WITNESS POST.
 HP0295'
 HP0295'AZIMUTH DISK STAMPED NACA 1944 AND UNUSED TRIANGULATION AND
 HP0295'REFERENCE MARK DISKS STAMPED NACA 2 1948 AND NACA NO 4 1948
 HP0295'WERE RECEIVED AT THIS OFFICE ON AUGUST 6TH 1948.
 HP0295
 HP0295                          STATION RECOVERY (1971)
 HP0295
 HP0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HP0295'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 6.6 MILES EAST ALONG
 HP0295'STATE HIGHWAY 25, AT THE TOP OF A HILL, ABOUT 350 FEET NORTHEAST AND
 HP0295'30 FEET HIGHER THAN THE HIGHWAY, 115 FEET SOUTHWEST OF A FENCE, IN A
 HP0295'12 X 12-INCH CONCRETE POST.
 HP0295
 HP0295                          STATION RECOVERY (1972)
 HP0295
 HP0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HP0295'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37114-1 STATION 1016. NEW
 HP0295'TO REACH FOLLOWS--  TO REACH FROM THE PANACA POST OFFICE, DRIVE E
 HP0295'ALONG NEVADA STATE HWY 25, FOR 6.6 MI TO RD LEFT, TURN SHARP LEFT
 HP0295'ALONG OLD HIGHWAY 25 FOR 0.1 MI, AND STATION 38 FT S OF OLD HWY, 350
 HP0295'FT NE OF NEW HWY AND ABOUT 30 FT HIGHER.  STATION MARK--STANDARD DISC
 HP0295'STAMPED---NACA 1944---SET IN A 12-INCH SQUARE CONCRETE POST PROJECTING
 HP0295'ABOUT 1 INCH ABOVE THE GROUND.
 HP0295
 HP0295                          STATION RECOVERY (2001)
 HP0295
 HP0295'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 HP0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0472 ***********************************************************************
 HP0472  DESIGNATION -  NACA RM 3
 HP0472  PID         -  HP0472
 HP0472  STATE/COUNTY-  NV/LINCOLN
 HP0472  USGS QUAD   -  CONDOR CANYON (1970)
 HP0472
 HP0472                         *CURRENT SURVEY CONTROL
 HP0472  ___________________________________________________________________
 HP0472* NAD 83(1986)-  37 47 20.     (N)    114 17 06.     (W)     SCALED    
 HP0472* NAVD 88     -      1738.392  (meters)    5703.37   (feet)  POSTED    
 HP0472  ___________________________________________________________________
 HP0472  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 HP0472  DYNAMIC HT  -        1736.430 (meters)    5696.94  (feet)  COMP
 HP0472  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 HP0472
 HP0472  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HP0472
 HP0472.The horizontal coordinates were scaled from a topographic map and have
 HP0472.an estimated accuracy of +/- 6 seconds.
 HP0472
 HP0472.The orthometric height was determined by differential leveling
 HP0472.and adjusted by the National Geodetic Survey in 1992..
 HP0472.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HP0472.rate of 0.0 thru 1.0 mm/km.
 HP0472
 HP0472.The geoid height was determined by GEOID03.
 HP0472
 HP0472.The dynamic height is computed by dividing the NAVD 88
 HP0472.geopotential number by the normal gravity value computed on the
 HP0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0472.degrees latitude (g = 980.6199 gals.).
 HP0472
 HP0472.The modeled gravity was interpolated from observed gravity values.
 HP0472
 HP0472;                    North         East    Units  Estimated Accuracy
 HP0472;SPC NV E     - 8,337,970.      314,350.      MT  (+/- 180 meters Scaled)
 HP0472
 HP0472                          SUPERSEDED SURVEY CONTROL
 HP0472
 HP0472  NGVD 29 (??/??/92) 1737.23   (m)         5699.6    (f) COMPUTED    2 0
 HP0472
 HP0472.Superseded values are not recommended for survey control.
 HP0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0472.See file dsdata.txt to determine how the superseded data were derived.
 HP0472
 HP0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB390858(NAD 83)
 HP0472_MARKER: DZ = AZIMUTH MARK DISK
 HP0472_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 HP0472_SP_SET: PREFAB CONC. POST IN EARTH
 HP0472_STAMPING: NACA NO 3 1948
 HP0472_MARK LOGO: CGS   
 HP0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HP0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0472+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1971
 HP0472
 HP0472  HISTORY     - Date     Condition        Report By
 HP0472  HISTORY     - 1948     MONUMENTED       CGS
 HP0472  HISTORY     - 19711123 GOOD             USGS
 HP0472
 HP0472                          STATION DESCRIPTION
 HP0472
 HP0472'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HP0472'FROM THE POST OFFICE IN PANACA, NEVADA, PROCEED 5.9 MILES EAST ALONG
 HP0472'STATE HIGHWAY 25, 0.13 MILES SOUTHWEST OF MILEPOST 57, 6 FEET
 HP0472'NORTHWEST OF A WITNESS, IN A 12 X 12-INCH CONCRETE POST PROJECTING
 HP0472'0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0938 ***********************************************************************
 LR0938  DESIGNATION -  NAIL AND WASHER
 LR0938  PID         -  LR0938
 LR0938  STATE/COUNTY-  NV/LANDER
 LR0938  USGS QUAD   -  ELLISON (1981)
 LR0938
 LR0938                         *CURRENT SURVEY CONTROL
 LR0938  ___________________________________________________________________
 LR0938* NAD 83(1986)-  40 45 40.     (N)    117 01 01.     (W)     SCALED    
 LR0938* NAVD 88     -      1363.273  (meters)    4472.67   (feet)  POSTED    
 LR0938  ___________________________________________________________________
 LR0938  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 LR0938  DYNAMIC HT  -        1362.210 (meters)    4469.18  (feet)  COMP
 LR0938  MODELED GRAV-     979,794.7   (mgal)                       NAVD 88
 LR0938
 LR0938  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LR0938
 LR0938.The horizontal coordinates were scaled from a topographic map and have
 LR0938.an estimated accuracy of +/- 6 seconds.
 LR0938
 LR0938.The orthometric height was determined by differential leveling
 LR0938.and adjusted by the National Geodetic Survey in 1992..
 LR0938.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LR0938.rate of 0.0 thru 1.0 mm/km.
 LR0938
 LR0938.The geoid height was determined by GEOID03.
 LR0938
 LR0938.The dynamic height is computed by dividing the NAVD 88
 LR0938.geopotential number by the normal gravity value computed on the
 LR0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0938.degrees latitude (g = 980.6199 gals.).
 LR0938
 LR0938.The modeled gravity was interpolated from observed gravity values.
 LR0938
 LR0938;                    North         East    Units  Estimated Accuracy
 LR0938;SPC NV C     - 6,667,180.      470,430.      MT  (+/- 180 meters Scaled)
 LR0938
 LR0938                          SUPERSEDED SURVEY CONTROL
 LR0938
 LR0938.No superseded survey control is available for this station.
 LR0938
 LR0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF985122(NAD 83)
 LR0938_MARKER: N = NAIL
 LR0938_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LR0938_SP_SET: WOOD BRIDGE
 LR0938_MARK LOGO: NONE  
 LR0938_MAGNETIC: I = MARKER IS A STEEL ROD
 LR0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LR0938+SATELLITE: SATELLITE OBSERVATIONS - 1963
 LR0938
 LR0938  HISTORY     - Date     Condition        Report By
 LR0938  HISTORY     - 1963     MONUMENTED       USGS
 LR0938
 LR0938                          STATION DESCRIPTION
 LR0938
 LR0938'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LR0938'FROM THE WATER TANK AT VALMY, NEVADA, PROCEED 4.9 MILES SOUTHEAST
 LR0938'ALONG SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 2.8 MILES NORTHEAST
 LR0938'ALONG ROAD, 0.9 MILES NORTH OF TRIANGULATION STATION SAM, ON THE
 LR0938'NORTHEAST CORNER OF A BRIDGE AND LEVEL WITH THE TOP, COPPER NAIL AND
 LR0938'WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0751 ***********************************************************************
 MT0751  DESIGNATION -  NAN
 MT0751  PID         -  MT0751
 MT0751  STATE/COUNTY-  NV/ELKO
 MT0751  USGS QUAD   -  PEQUOP SUMMIT (1982)
 MT0751
 MT0751                         *CURRENT SURVEY CONTROL
 MT0751  ___________________________________________________________________
 MT0751* NAD 83(1994)-  41 03 31.39005(N)    114 31 29.68805(W)     ADJUSTED  
 MT0751* NAVD 88     -      1973.5    (meters)    6475.     (feet)  VERTCON   
 MT0751  ___________________________________________________________________
 MT0751  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 MT0751  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 MT0751
 MT0751  HORZ ORDER  -  SECOND
 MT0751
 MT0751.The horizontal coordinates were established by classical geodetic methods
 MT0751.and adjusted by the National Geodetic Survey in June 1998..
 MT0751
 MT0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0751
 MT0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0751
 MT0751.The geoid height was determined by GEOID03.
 MT0751
 MT0751;                    North         East     Units Scale Factor Converg.
 MT0751;SPC NV E     - 8,700,705.751   288,963.092   MT  0.99999738   +0 41 42.9
 MT0751;SPC NV E     -28,545,565.45    948,039.74   sFT  0.99999738   +0 41 42.9
 MT0751;UTM  11      - 4,548,227.162   707,982.726   MT  1.00013242   +1 37 34.7
 MT0751
 MT0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0751!SPC NV E     -   0.99969318  x   0.99999738  =   0.99969056
 MT0751!UTM  11      -   0.99969318  x   1.00013242  =   0.99982556
 MT0751
 MT0751:                Primary Azimuth Mark                     Grid Az
 MT0751:SPC NV E     -  OASIS                                    136 58 59.9
 MT0751:UTM  11      -  OASIS                                    136 03 08.1
 MT0751
 MT0751|---------------------------------------------------------------------|
 MT0751| PID    Reference Object                     Distance      Geod. Az  |
 MT0751|                                                           dddmmss.s |
 MT0751| MT0175 OASIS                               APPROX. 4.3 KM 1374042.8 |
 MT0751| DD5515 NAN RM 1                              5.504 METERS 27743     |
 MT0751| DD5516 NAN RM 2                              8.274 METERS 35719     |
 MT0751|---------------------------------------------------------------------|
 MT0751
 MT0751                          SUPERSEDED SURVEY CONTROL
 MT0751
 MT0751  NAD 83(1994)-  41 03 31.38967(N)    114 31 29.68755(W) AD(       ) 2
 MT0751  NAD 83(1986)-  41 03 31.38466(N)    114 31 29.68394(W) AD(       ) 2
 MT0751  NAD 27      -  41 03 31.65708(N)    114 31 26.58158(W) AD(       ) 2
 MT0751  NGVD 29 (07/19/86) 1972.4    (m)         6471.     (f) VERT ANG       
 MT0751
 MT0751.Superseded values are not recommended for survey control.
 MT0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0751.See file dsdata.txt to determine how the superseded data were derived.
 MT0751
 MT0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF0798348227(NAD 83)
 MT0751_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MT0751_SETTING: 66 = SET IN ROCK OUTCROP
 MT0751
 MT0751  HISTORY     - Date     Condition        Report By
 MT0751  HISTORY     - 1957     MONUMENTED       CGS
 MT0751
 MT0751                          STATION DESCRIPTION
 MT0751
 MT0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0751'THE STATION IS ON THE ROCKY SUMMIT OF A ROUND-TOPPED HILL
 MT0751'WITH JUNIPER-COVERED SLOPES, ABOUT 0.15 MILE SOUTHWEST OF U.S.
 MT0751'HIGHWAY 40, 2-1/2 MILES SOUTHEAST OF PEQUOP SUMMIT, 2-1/2 MILES
 MT0751'NORTHWEST OF OASIS AND ABOUT 1/4 MILE EAST OF THE PEQUOP
 MT0751'MAINTENANCE STATION.
 MT0751'
 MT0751'TO REACH FROM OASIS, GO NORTHWEST ON U.S. HIGHWAY 40 FOR
 MT0751'2.7 MILES TO POINT WHERE YOU TURN OFF THE HIGHWAY.  NOTE--THIS
 MT0751'POINT IS 2.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM PEQUOP
 MT0751'SUMIT AND 0.35 MILE SOUTHEAST ALONG THE HIGHWAY FROM THE PAVED
 MT0751'ROAD TURN-OFF (WEST) TO THE PEQUOP MAINTENANCE STATION.  TURN
 MT0751'OFF THE HIGHWAY AND GO CROSS-COUNTRY WEST-SOUTHWEST UP THROUGH
 MT0751'THE SCATTERED JUNIPERS FOR 0.25 MILE TO THE SUMMIT AND
 MT0751'STATION.  A 4-WHEEL DRIVE VEHICLE REQUIRED.
 MT0751'
 MT0751'THE STATION MARK, STAMPED NAN 1957, IS A STANDARD DISK
 MT0751'CEMENTED IN A DRILL HOLE IN BEDROCK ON THE SUMMIT OF THE HILL.
 MT0751'
 MT0751'REFERENCE MARK 1, STAMPED NAN NO 1 1957, IS A STANDARD DISK
 MT0751'CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 3 BY 8 FEET,
 MT0751'WITH THE MARK NEAR THE SOUTH END OF THE ROCK.  IT IS NEAR
 MT0751'THE WEST EDGE OF THE HILL AND ABOUT 2 FEET LOWER THAN THE
 MT0751'STATION MARK.
 MT0751'
 MT0751'REFERENCE MARK 2, STAMPED NAN NO 2 1957, IS A STANDARD DISK
 MT0751'CEMENTED IN A DRILL HOLE IN BEDROCK ON THE WEST EDGE OF THE HILL,
 MT0751'ABOUT 2 FEET LOWER THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0182 ***********************************************************************
 MT0182  DESIGNATION -  NAPE
 MT0182  PID         -  MT0182
 MT0182  STATE/COUNTY-  NV/ELKO
 MT0182  USGS QUAD   -  COBRE (1982)
 MT0182
 MT0182                         *CURRENT SURVEY CONTROL
 MT0182  ___________________________________________________________________
 MT0182* NAD 83(1994)-  41 00 51.87003(N)    114 27 53.59400(W)     ADJUSTED  
 MT0182* NAVD 88     -      1762.297  (meters)    5781.80   (feet)  ADJUSTED  
 MT0182  ___________________________________________________________________
 MT0182  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 MT0182  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 MT0182  DYNAMIC HT  -        1760.806 (meters)    5776.91  (feet)  COMP
 MT0182  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 MT0182
 MT0182  HORZ ORDER  -  SECOND
 MT0182  VERT ORDER  -  SECOND    CLASS 0
 MT0182
 MT0182.The horizontal coordinates were established by classical geodetic methods
 MT0182.and adjusted by the National Geodetic Survey in June 1998..
 MT0182
 MT0182.The orthometric height was determined by differential leveling
 MT0182.and adjusted by the National Geodetic Survey in June 1991..
 MT0182
 MT0182.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0182
 MT0182.The geoid height was determined by GEOID03.
 MT0182
 MT0182.The dynamic height is computed by dividing the NAVD 88
 MT0182.geopotential number by the normal gravity value computed on the
 MT0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0182.degrees latitude (g = 980.6199 gals.).
 MT0182
 MT0182.The modeled gravity was interpolated from observed gravity values.
 MT0182
 MT0182;                    North         East     Units Scale Factor Converg.
 MT0182;SPC NV E     - 8,695,848.121   294,071.609   MT  1.00000888   +0 44 02.5
 MT0182;SPC NV E     -28,529,628.38    964,799.94   sFT  1.00000888   +0 44 02.5
 MT0182;UTM  11      - 4,543,452.465   713,170.209   MT  1.00015932   +1 39 51.4
 MT0182
 MT0182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0182!SPC NV E     -   0.99972634  x   1.00000888  =   0.99973521
 MT0182!UTM  11      -   0.99972634  x   1.00015932  =   0.99988561
 MT0182
 MT0182|---------------------------------------------------------------------|
 MT0182| PID    Reference Object                     Distance      Geod. Az  |
 MT0182|                                                           dddmmss.s |
 MT0182| MT0181 NAPE RM 1                             7.808 METERS 07054     |
 MT0182| MT0183 NAPE RM 2                             6.880 METERS 15002     |
 MT0182| MT0175 OASIS                               APPROX. 2.8 KM 3085434.7 |
 MT0182|---------------------------------------------------------------------|
 MT0182
 MT0182                          SUPERSEDED SURVEY CONTROL
 MT0182
 MT0182  NAD 83(1994)-  41 00 51.86982(N)    114 27 53.59367(W) AD(       ) 2
 MT0182  NAD 83(1986)-  41 00 51.86395(N)    114 27 53.59032(W) AD(       ) 2
 MT0182  NAD 27      -  41 00 52.13195(N)    114 27 50.49353(W) AD(       ) 2
 MT0182  NGVD 29 (??/??/92) 1761.170  (m)         5778.11   (f) ADJ UNCH    2 0
 MT0182
 MT0182.Superseded values are not recommended for survey control.
 MT0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0182.See file dsdata.txt to determine how the superseded data were derived.
 MT0182
 MT0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF1317043452(NAD 83)
 MT0182_MARKER: DS = TRIANGULATION STATION DISK
 MT0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0182_STAMPING: NAPE 1957
 MT0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0182+STABILITY: SURFACE MOTION
 MT0182
 MT0182  HISTORY     - Date     Condition        Report By
 MT0182  HISTORY     - 1957     MONUMENTED       CGS
 MT0182  HISTORY     - 1957     GOOD             CGS
 MT0182  HISTORY     - 1972     SEE DESCRIPTION  NGS
 MT0182
 MT0182                          STATION DESCRIPTION
 MT0182
 MT0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0182'STATION IS 1.4 MILES SE OF OASIS ON THE NE SIDE OF U.S. HIGHWAY
 MT0182'40, 234 FEET FROM THE CENTER LINE OF THE HIGHWAY, 24 FEET SE
 MT0182'OF THE TELEPHONE LINE, 6 FEET N OF A WITNESS POST, ON A
 MT0182'LOW RISE OF THE LOCAL TERRAIN.
 MT0182'
 MT0182'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE CYLINDERS.  THE
 MT0182'STATION MARK STAMPED NAPE 1957 PROJECTING 4 INCHES.  REFERENCE
 MT0182'MARKS NAPE NO 1 1957 AND NAPE NO 2 1957, PROJECTING 4 INCHES
 MT0182'AND 2 INCHES RESPECTIVELY.  REFERENCE MARK NO. 1 IS SET IN
 MT0182'THE LINE OF TELEPHONE POLES.
 MT0182
 MT0182                          STATION RECOVERY (1957)
 MT0182
 MT0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MT0182'1.4 MI SE FROM OASIS.
 MT0182'1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 235.0 FEET NORTH
 MT0182'OF CENTER LINE OF THE HIGHWAY, 21.0 FEET SOUTH OF TELEPHONE LINE, 25.7
 MT0182'FEET SOUTHWEST OF R.M. 1, 22.5 FEET NORTHWEST OF R.M. 2, 6.0 FEET
 MT0182'NORTH OF WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 3
 MT0182'INCHES ABOVE GROUND SURFACE.
 MT0182
 MT0182                          STATION RECOVERY (1972)
 MT0182
 MT0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MT0182'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 MT0182'AND FOUND IN GOOD CONDITION.  THE ROUTE TO THE STATION IS ADEQUATE.
 MT0182'
 MT0182'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.4 MILES
 MT0182'SOUTHEAST OF OASIS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0181 ***********************************************************************
 MT0181  DESIGNATION -  NAPE RM 1
 MT0181  PID         -  MT0181
 MT0181  STATE/COUNTY-  NV/ELKO
 MT0181  USGS QUAD   -  COBRE (1982)
 MT0181
 MT0181                         *CURRENT SURVEY CONTROL
 MT0181  ___________________________________________________________________
 MT0181* NAD 83(1986)-  41 00 52.     (N)    114 27 53.     (W)     SCALED    
 MT0181* NAVD 88     -      1762.183  (meters)    5781.43   (feet)  ADJUSTED  
 MT0181  ___________________________________________________________________
 MT0181  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 MT0181  DYNAMIC HT  -        1760.692 (meters)    5776.54  (feet)  COMP
 MT0181  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 MT0181
 MT0181  VERT ORDER  -  SECOND    CLASS 0
 MT0181
 MT0181.The horizontal coordinates were scaled from a topographic map and have
 MT0181.an estimated accuracy of +/- 6 seconds.
 MT0181
 MT0181.The orthometric height was determined by differential leveling
 MT0181.and adjusted by the National Geodetic Survey in June 1991..
 MT0181
 MT0181.The geoid height was determined by GEOID03.
 MT0181
 MT0181.The dynamic height is computed by dividing the NAVD 88
 MT0181.geopotential number by the normal gravity value computed on the
 MT0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0181.degrees latitude (g = 980.6199 gals.).
 MT0181
 MT0181.The modeled gravity was interpolated from observed gravity values.
 MT0181
 MT0181;                    North         East    Units  Estimated Accuracy
 MT0181;SPC NV E     - 8,695,850.      294,090.      MT  (+/- 180 meters Scaled)
 MT0181
 MT0181                          SUPERSEDED SURVEY CONTROL
 MT0181
 MT0181  NGVD 29 (??/??/92) 1761.056  (m)         5777.73   (f) ADJ UNCH    2 0
 MT0181
 MT0181.Superseded values are not recommended for survey control.
 MT0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0181.See file dsdata.txt to determine how the superseded data were derived.
 MT0181
 MT0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF131434(NAD 83)
 MT0181_MARKER: DR = REFERENCE MARK DISK
 MT0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0181_STAMPING: NAPE NO 1 1957
 MT0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0181+STABILITY: SURFACE MOTION
 MT0181
 MT0181  HISTORY     - Date     Condition        Report By
 MT0181  HISTORY     - 1957     MONUMENTED       CGS
 MT0181
 MT0181                          STATION DESCRIPTION
 MT0181
 MT0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0181'1.4 MI SE FROM OASIS.
 MT0181'1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 260.0 FEET NORTH
 MT0181'OF THE HIGHWAY, UNDER TELEPHONE LINES, 25.7 FEET NORTHEAST OF STATION
 MT0181'MARK, SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND
 MT0181'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0183 ***********************************************************************
 MT0183  DESIGNATION -  NAPE RM 2
 MT0183  PID         -  MT0183
 MT0183  STATE/COUNTY-  NV/ELKO
 MT0183  USGS QUAD   -  COBRE (1982)
 MT0183
 MT0183                         *CURRENT SURVEY CONTROL
 MT0183  ___________________________________________________________________
 MT0183* NAD 83(1986)-  41 00 52.     (N)    114 27 53.     (W)     SCALED    
 MT0183* NAVD 88     -      1762.202  (meters)    5781.49   (feet)  ADJUSTED  
 MT0183  ___________________________________________________________________
 MT0183  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 MT0183  DYNAMIC HT  -        1760.711 (meters)    5776.60  (feet)  COMP
 MT0183  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 MT0183
 MT0183  VERT ORDER  -  SECOND    CLASS 0
 MT0183
 MT0183.The horizontal coordinates were scaled from a topographic map and have
 MT0183.an estimated accuracy of +/- 6 seconds.
 MT0183
 MT0183.The orthometric height was determined by differential leveling
 MT0183.and adjusted by the National Geodetic Survey in June 1991..
 MT0183
 MT0183.The geoid height was determined by GEOID03.
 MT0183
 MT0183.The dynamic height is computed by dividing the NAVD 88
 MT0183.geopotential number by the normal gravity value computed on the
 MT0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0183.degrees latitude (g = 980.6199 gals.).
 MT0183
 MT0183.The modeled gravity was interpolated from observed gravity values.
 MT0183
 MT0183;                    North         East    Units  Estimated Accuracy
 MT0183;SPC NV E     - 8,695,850.      294,090.      MT  (+/- 180 meters Scaled)
 MT0183
 MT0183                          SUPERSEDED SURVEY CONTROL
 MT0183
 MT0183  NGVD 29 (??/??/92) 1761.075  (m)         5777.79   (f) ADJ UNCH    2 0
 MT0183
 MT0183.Superseded values are not recommended for survey control.
 MT0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0183.See file dsdata.txt to determine how the superseded data were derived.
 MT0183
 MT0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF131434(NAD 83)
 MT0183_MARKER: DR = REFERENCE MARK DISK
 MT0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0183_STAMPING: NAPE NO 2 1957
 MT0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0183+STABILITY: SURFACE MOTION
 MT0183
 MT0183  HISTORY     - Date     Condition        Report By
 MT0183  HISTORY     - 1957     MONUMENTED       CGS
 MT0183
 MT0183                          STATION DESCRIPTION
 MT0183
 MT0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0183'1.4 MI SE FROM OASIS.
 MT0183'1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 40 FROM OASIS, 229.0 FEET NORTH
 MT0183'OF CENTER LINE OF THE HIGHWAY, 22.5 FEET SOUTHEAST OF STATION MARK,
 MT0183'28.0 FEET SOUTH OF TELEPHONE LINE, SET IN A ROUND CONCRETE POST
 MT0183'PROJECTING 4 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0382 ***********************************************************************
 KP0382  DESIGNATION -  NASA HIGH RANGE BORE SITE MAST
 KP0382  PID         -  KP0382
 KP0382  STATE/COUNTY-  NV/WHITE PINE
 KP0382  USGS QUAD   -  RIEPETOWN (1958)
 KP0382
 KP0382                         *CURRENT SURVEY CONTROL
 KP0382  ___________________________________________________________________
 KP0382* NAD 83(1994)-  39 18 53.27096(N)    115 05 21.76722(W)     ADJUSTED  
 KP0382* NAVD 88     -                                                        
 KP0382  ___________________________________________________________________
 KP0382  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 KP0382  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 KP0382
 KP0382  HORZ ORDER  -  THIRD
 KP0382
 KP0382.The horizontal coordinates were established by classical geodetic methods
 KP0382.and adjusted by the National Geodetic Survey in June 1998..
 KP0382
 KP0382
 KP0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0382
 KP0382.The geoid height was determined by GEOID03.
 KP0382
 KP0382;                    North         East     Units Scale Factor Converg.
 KP0382;SPC NV E     - 8,506,659.669   242,595.013   MT  0.99992233   +0 18 46.7
 KP0382;SPC NV E     -27,908,932.60    795,913.81   sFT  0.99992233   +0 18 46.7
 KP0382;UTM  11      - 4,353,451.326   664,714.437   MT  0.99993406   +1 12 38.9
 KP0382
 KP0382                          SUPERSEDED SURVEY CONTROL
 KP0382
 KP0382  NAD 83(1994)-  39 18 53.27082(N)    115 05 21.76645(W) AD(       ) 4
 KP0382  NAD 83(1986)-  39 18 53.26393(N)    115 05 21.76700(W) AD(       ) 4
 KP0382  NAD 27      -  39 18 53.49356(N)    115 05 18.67342(W) AD(       ) 3
 KP0382
 KP0382.Superseded values are not recommended for survey control.
 KP0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0382.See file dsdata.txt to determine how the superseded data were derived.
 KP0382
 KP0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD6471453451(NAD 83)
 KP0382
 KP0382  HISTORY     - Date     Condition        Report By
 KP0382  HISTORY     - 1970     FIRST OBSERVED   NGS
 KP0382
 KP0382                          STATION DESCRIPTION
 KP0382
 KP0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LS)
 KP0382'THE STATION IS LOCATED ON THE TOP OF ONE OF SEVERAL BARREN
 KP0382'PEAKS ON A NORTH-SOUTH RIDGE IN THE EGAN RANGE, AIRLINE ABOUT
 KP0382'11-3/4 MILES NORTHWEST OF ELY, 4 MILES SOUTHWEST OF U.S. HIGHWAY
 KP0382'50, AND 3/4 MILES NORTH-NORTHWEST OF THE HIGHEST PEAK ON THE
 KP0382'RIDGE, ON WHICH A GROUP OF BUILDINGS AND TRACKING ANTENNAS
 KP0382'OPERATED BY N.A.S.A. ARE LOCATED.  THE MAST IS A 70-FOOT HIGH,
 KP0382'GUYED, 3-LEGGED, STEEL TOWER ON WHICH A BORE SITE TARGET IS MOUNTED.
 KP0382'THE POINT INTERSECTED IS A LARGE OBSTRUCTION LIGHT MOUNTED
 KP0382'OFF-CENTER ABOVE THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1036 ***********************************************************************
 JR1036  DESIGNATION -  NAVY WATER TANK 2
 JR1036  PID         -  JR1036
 JR1036  STATE/COUNTY-  NV/MINERAL
 JR1036  USGS QUAD   -  HAWTHORNE EAST (1987)
 JR1036
 JR1036                         *CURRENT SURVEY CONTROL
 JR1036  ___________________________________________________________________
 JR1036* NAD 83(1994)-  38 31 16.16683(N)    118 35 49.65987(W)     ADJUSTED  
 JR1036* NAVD 88     -                                                        
 JR1036  ___________________________________________________________________
 JR1036  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 JR1036  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 JR1036
 JR1036  HORZ ORDER  -  THIRD
 JR1036
 JR1036.The horizontal coordinates were established by classical geodetic methods
 JR1036.and adjusted by the National Geodetic Survey in June 1998..
 JR1036
 JR1036
 JR1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1036
 JR1036.The geoid height was determined by GEOID03.
 JR1036
 JR1036;                    North         East     Units Scale Factor Converg.
 JR1036;SPC NV W     - 4,418,447.146   798,797.148   MT  0.99990002   -0 00 30.9
 JR1036;SPC NV W     -14,496,188.68  2,620,720.31   sFT  0.99990002   -0 00 30.9
 JR1036;UTM  11      - 4,264,849.834   360,770.519   MT  0.99983872   -0 59 41.5
 JR1036
 JR1036                          SUPERSEDED SURVEY CONTROL
 JR1036
 JR1036  NAD 83(1992)-  38 31 16.16851(N)    118 35 49.65549(W) AD(       ) 4
 JR1036  NAD 83(1986)-  38 31 16.16782(N)    118 35 49.64173(W) AD(       ) 4
 JR1036  NAD 27      -  38 31 16.44700(N)    118 35 46.16600(W) AD(       ) 3
 JR1036
 JR1036.Superseded values are not recommended for survey control.
 JR1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1036.See file dsdata.txt to determine how the superseded data were derived.
 JR1036
 JR1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC6077164850(NAD 83)
 JR1036_MARKER: 51 = TANK
 JR1036
 JR1036  HISTORY     - Date     Condition        Report By
 JR1036  HISTORY     - 1955     FIRST OBSERVED   USN
 JR1036
 JR1036                          STATION DESCRIPTION
 JR1036
 JR1036'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1015 ***********************************************************************
 JR1015  DESIGNATION -  NAVY WATER TANK 3
 JR1015  PID         -  JR1015
 JR1015  STATE/COUNTY-  NV/MINERAL
 JR1015  USGS QUAD   -  HAWTHORNE EAST (1987)
 JR1015
 JR1015                         *CURRENT SURVEY CONTROL
 JR1015  ___________________________________________________________________
 JR1015* NAD 83(1994)-  38 31 50.76461(N)    118 31 08.33893(W)     ADJUSTED  
 JR1015* NAVD 88     -                                                        
 JR1015  ___________________________________________________________________
 JR1015  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 JR1015  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 JR1015
 JR1015  HORZ ORDER  -  THIRD
 JR1015
 JR1015.The horizontal coordinates were established by classical geodetic methods
 JR1015.and adjusted by the National Geodetic Survey in June 1998..
 JR1015
 JR1015
 JR1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1015
 JR1015.The geoid height was determined by GEOID03.
 JR1015
 JR1015;                    North         East     Units Scale Factor Converg.
 JR1015;SPC NV W     - 4,419,515.738   805,610.505   MT  0.99990039   +0 02 24.3
 JR1015;SPC NV W     -14,499,694.55  2,643,073.80   sFT  0.99990039   +0 02 24.3
 JR1015;UTM  11      - 4,265,800.911   367,600.763   MT  0.99981587   -0 56 46.9
 JR1015
 JR1015                          SUPERSEDED SURVEY CONTROL
 JR1015
 JR1015  NAD 83(1992)-  38 31 50.76645(N)    118 31 08.33540(W) AD(       ) 4
 JR1015  NAD 83(1986)-  38 31 50.76110(N)    118 31 08.32453(W) AD(       ) 4
 JR1015  NAD 27      -  38 31 51.04200(N)    118 31 04.85800(W) AD(       ) 3
 JR1015
 JR1015.Superseded values are not recommended for survey control.
 JR1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1015.See file dsdata.txt to determine how the superseded data were derived.
 JR1015
 JR1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC6760165801(NAD 83)
 JR1015_MARKER: 51 = TANK
 JR1015
 JR1015  HISTORY     - Date     Condition        Report By
 JR1015  HISTORY     - 1955     FIRST OBSERVED   USN
 JR1015
 JR1015                          STATION DESCRIPTION
 JR1015
 JR1015'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0954 ***********************************************************************
 JR0954  DESIGNATION -  NAVY WATER TANK 4
 JR0954  PID         -  JR0954
 JR0954  STATE/COUNTY-  NV/MINERAL
 JR0954  USGS QUAD   -  POWELL MTN NE (1987)
 JR0954
 JR0954                         *CURRENT SURVEY CONTROL
 JR0954  ___________________________________________________________________
 JR0954* NAD 83(1994)-  38 29 28.98325(N)    118 36 29.37911(W)     ADJUSTED  
 JR0954* NAVD 88     -                                                        
 JR0954  ___________________________________________________________________
 JR0954  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 JR0954  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 JR0954
 JR0954  HORZ ORDER  -  THIRD
 JR0954
 JR0954.The horizontal coordinates were established by classical geodetic methods
 JR0954.and adjusted by the National Geodetic Survey in June 1998..
 JR0954
 JR0954
 JR0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0954
 JR0954.The geoid height was determined by GEOID03.
 JR0954
 JR0954;                    North         East     Units Scale Factor Converg.
 JR0954;SPC NV W     - 4,415,142.670   797,834.184   MT  0.99990006   -0 00 55.6
 JR0954;SPC NV W     -14,485,347.24  2,617,560.99   sFT  0.99990006   -0 00 55.6
 JR0954;UTM  11      - 4,261,562.613   359,750.898   MT  0.99984223   -1 00 03.9
 JR0954
 JR0954                          SUPERSEDED SURVEY CONTROL
 JR0954
 JR0954  NAD 83(1992)-  38 29 28.98446(N)    118 36 29.37448(W) AD(       ) 4
 JR0954  NAD 83(1986)-  38 29 28.98636(N)    118 36 29.36105(W) AD(       ) 4
 JR0954  NAD 27      -  38 29 29.26400(N)    118 36 25.88500(W) AD(       ) 3
 JR0954
 JR0954.Superseded values are not recommended for survey control.
 JR0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0954.See file dsdata.txt to determine how the superseded data were derived.
 JR0954
 JR0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC5975161563(NAD 83)
 JR0954_MARKER: 51 = TANK
 JR0954
 JR0954  HISTORY     - Date     Condition        Report By
 JR0954  HISTORY     - 1955     FIRST OBSERVED   USN
 JR0954
 JR0954                          STATION DESCRIPTION
 JR0954
 JR0954'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1038 ***********************************************************************
 JR1038  DESIGNATION -  NAVY WATER TANK 5
 JR1038  PID         -  JR1038
 JR1038  STATE/COUNTY-  NV/MINERAL
 JR1038  USGS QUAD   -  HAWTHORNE EAST (1987)
 JR1038
 JR1038                         *CURRENT SURVEY CONTROL
 JR1038  ___________________________________________________________________
 JR1038* NAD 83(1994)-  38 34 41.59965(N)    118 36 45.46500(W)     ADJUSTED  
 JR1038* NAVD 88     -                                                        
 JR1038  ___________________________________________________________________
 JR1038  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 JR1038  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 JR1038
 JR1038  HORZ ORDER  -  THIRD
 JR1038
 JR1038.The horizontal coordinates were established by classical geodetic methods
 JR1038.and adjusted by the National Geodetic Survey in June 1998..
 JR1038
 JR1038
 JR1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1038
 JR1038.The geoid height was determined by GEOID03.
 JR1038
 JR1038;                    North         East     Units Scale Factor Converg.
 JR1038;SPC NV W     - 4,424,781.401   797,447.465   MT  0.99990008   -0 01 05.8
 JR1038;SPC NV W     -14,516,970.31  2,616,292.22   sFT  0.99990008   -0 01 05.8
 JR1038;UTM  11      - 4,271,206.020   359,530.208   MT  0.99984299   -1 00 20.8
 JR1038
 JR1038                          SUPERSEDED SURVEY CONTROL
 JR1038
 JR1038  NAD 83(1992)-  38 34 41.60178(N)    118 36 45.46234(W) AD(       ) 4
 JR1038  NAD 83(1986)-  38 34 41.59956(N)    118 36 45.44354(W) AD(       ) 4
 JR1038  NAD 27      -  38 34 41.88100(N)    118 36 41.97000(W) AD(       ) 3
 JR1038
 JR1038.Superseded values are not recommended for survey control.
 JR1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1038.See file dsdata.txt to determine how the superseded data were derived.
 JR1038
 JR1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC5953071206(NAD 83)
 JR1038_MARKER: 51 = TANK
 JR1038
 JR1038  HISTORY     - Date     Condition        Report By
 JR1038  HISTORY     - 1955     FIRST OBSERVED   CGS
 JR1038
 JR1038                          STATION DESCRIPTION
 JR1038
 JR1038'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1047 ***********************************************************************
 JR1047  DESIGNATION -  NAVY WATER TANK 6
 JR1047  PID         -  JR1047
 JR1047  STATE/COUNTY-  NV/MINERAL
 JR1047  USGS QUAD   -  HAWTHORNE WEST (1987)
 JR1047
 JR1047                         *CURRENT SURVEY CONTROL
 JR1047  ___________________________________________________________________
 JR1047* NAD 83(1994)-  38 33 40.99104(N)    118 39 09.93125(W)     ADJUSTED  
 JR1047* NAVD 88     -                                                        
 JR1047  ___________________________________________________________________
 JR1047  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 JR1047  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 JR1047
 JR1047  HORZ ORDER  -  THIRD
 JR1047
 JR1047.The horizontal coordinates were established by classical geodetic methods
 JR1047.and adjusted by the National Geodetic Survey in June 1998..
 JR1047
 JR1047
 JR1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1047
 JR1047.The geoid height was determined by GEOID03.
 JR1047
 JR1047;                    North         East     Units Scale Factor Converg.
 JR1047;SPC NV W     - 4,422,914.578   793,949.583   MT  0.99990045   -0 02 35.8
 JR1047;SPC NV W     -14,510,845.58  2,604,816.26   sFT  0.99990045   -0 02 35.8
 JR1047;UTM  11      - 4,269,399.839   356,000.858   MT  0.99985536   -1 01 49.5
 JR1047
 JR1047                          SUPERSEDED SURVEY CONTROL
 JR1047
 JR1047  NAD 83(1992)-  38 33 40.99266(N)    118 39 09.92740(W) AD(       ) 4
 JR1047  NAD 83(1986)-  38 33 40.99375(N)    118 39 09.90809(W) AD(       ) 4
 JR1047  NAD 27      -  38 33 41.27200(N)    118 39 06.42800(W) AD(       ) 3
 JR1047
 JR1047.Superseded values are not recommended for survey control.
 JR1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1047.See file dsdata.txt to determine how the superseded data were derived.
 JR1047
 JR1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC5600169400(NAD 83)
 JR1047_MARKER: 51 = TANK
 JR1047
 JR1047  HISTORY     - Date     Condition        Report By
 JR1047  HISTORY     - 1955     FIRST OBSERVED   CGS
 JR1047
 JR1047                          STATION DESCRIPTION
 JR1047
 JR1047'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1042 ***********************************************************************
 JR1042  DESIGNATION -  NAVY WATER TANK 7
 JR1042  PID         -  JR1042
 JR1042  STATE/COUNTY-  NV/MINERAL
 JR1042  USGS QUAD   -  HAWTHORNE WEST (1987)
 JR1042
 JR1042                         *CURRENT SURVEY CONTROL
 JR1042  ___________________________________________________________________
 JR1042* NAD 83(1994)-  38 32 04.54584(N)    118 38 09.76990(W)     ADJUSTED  
 JR1042* NAVD 88     -                                                        
 JR1042  ___________________________________________________________________
 JR1042  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 JR1042  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 JR1042
 JR1042  HORZ ORDER  -  THIRD
 JR1042
 JR1042.The horizontal coordinates were established by classical geodetic methods
 JR1042.and adjusted by the National Geodetic Survey in June 1998..
 JR1042
 JR1042
 JR1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1042
 JR1042.The geoid height was determined by GEOID03.
 JR1042
 JR1042;                    North         East     Units Scale Factor Converg.
 JR1042;SPC NV W     - 4,419,939.997   795,404.284   MT  0.99990026   -0 01 58.2
 JR1042;SPC NV W     -14,501,086.47  2,609,588.89   sFT  0.99990026   -0 01 58.2
 JR1042;UTM  11      - 4,266,400.787   357,404.045   MT  0.99985041   -1 01 09.9
 JR1042
 JR1042                          SUPERSEDED SURVEY CONTROL
 JR1042
 JR1042  NAD 83(1992)-  38 32 04.54733(N)    118 38 09.76588(W) AD(       ) 4
 JR1042  NAD 83(1986)-  38 32 04.54883(N)    118 38 09.74859(W) AD(       ) 4
 JR1042  NAD 27      -  38 32 04.82800(N)    118 38 06.27000(W) AD(       ) 3
 JR1042
 JR1042.Superseded values are not recommended for survey control.
 JR1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1042.See file dsdata.txt to determine how the superseded data were derived.
 JR1042
 JR1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC5740466401(NAD 83)
 JR1042_MARKER: 51 = TANK
 JR1042
 JR1042  HISTORY     - Date     Condition        Report By
 JR1042  HISTORY     - 1955     FIRST OBSERVED   USN
 JR1042
 JR1042                          STATION DESCRIPTION
 JR1042
 JR1042'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1039 ***********************************************************************
 JR1039  DESIGNATION -  NAVY WATER TANK 8
 JR1039  PID         -  JR1039
 JR1039  STATE/COUNTY-  NV/MINERAL
 JR1039  USGS QUAD   -  HAWTHORNE EAST (1987)
 JR1039
 JR1039                         *CURRENT SURVEY CONTROL
 JR1039  ___________________________________________________________________
 JR1039* NAD 83(1994)-  38 30 42.49236(N)    118 36 49.00104(W)     ADJUSTED  
 JR1039* NAVD 88     -                                                        
 JR1039  ___________________________________________________________________
 JR1039  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 JR1039  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 JR1039
 JR1039  HORZ ORDER  -  THIRD
 JR1039
 JR1039.The horizontal coordinates were established by classical geodetic methods
 JR1039.and adjusted by the National Geodetic Survey in June 1998..
 JR1039
 JR1039
 JR1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1039
 JR1039.The geoid height was determined by GEOID03.
 JR1039
 JR1039;                    North         East     Units Scale Factor Converg.
 JR1039;SPC NV W     - 4,417,409.239   797,359.456   MT  0.99990009   -0 01 07.9
 JR1039;SPC NV W     -14,492,783.48  2,616,003.48   sFT  0.99990009   -0 01 07.9
 JR1039;UTM  11      - 4,263,836.884   359,315.262   MT  0.99984374   -1 00 17.7
 JR1039
 JR1039                          SUPERSEDED SURVEY CONTROL
 JR1039
 JR1039  NAD 83(1992)-  38 30 42.49396(N)    118 36 48.99618(W) AD(       ) 4
 JR1039  NAD 83(1986)-  38 30 42.49445(N)    118 36 48.98287(W) AD(       ) 4
 JR1039  NAD 27      -  38 30 42.77400(N)    118 36 45.50300(W) AD(       ) 3
 JR1039
 JR1039.Superseded values are not recommended for survey control.
 JR1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1039.See file dsdata.txt to determine how the superseded data were derived.
 JR1039
 JR1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC5931563837(NAD 83)
 JR1039_MARKER: 51 = TANK
 JR1039
 JR1039  HISTORY     - Date     Condition        Report By
 JR1039  HISTORY     - 1955     FIRST OBSERVED   CGS
 JR1039
 JR1039                          STATION DESCRIPTION
 JR1039
 JR1039'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0557 ***********************************************************************
 JQ0557  DESIGNATION -  NEEDLE
 JQ0557  PID         -  JQ0557
 JQ0557  STATE/COUNTY-  NV/NYE
 JQ0557  USGS QUAD   -  CHAOS CREEK (1967)
 JQ0557
 JQ0557                         *CURRENT SURVEY CONTROL
 JQ0557  ___________________________________________________________________
 JQ0557* NAD 83(1994)-  38 39 25.51965(N)    116 05 50.32501(W)     ADJUSTED  
 JQ0557* NAVD 88     -      2463.2    (meters)    8081.     (feet)  VERTCON   
 JQ0557  ___________________________________________________________________
 JQ0557  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 JQ0557  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 JQ0557
 JQ0557  HORZ ORDER  -  SECOND
 JQ0557
 JQ0557.The horizontal coordinates were established by classical geodetic methods
 JQ0557.and adjusted by the National Geodetic Survey in June 1998..
 JQ0557
 JQ0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0557
 JQ0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0557
 JQ0557.The geoid height was determined by GEOID03.
 JQ0557
 JQ0557;                    North         East     Units Scale Factor Converg.
 JQ0557;SPC NV C     - 6,433,688.765   549,553.507   MT  0.99993023   +0 21 20.4
 JQ0557;SPC NV C     -21,107,860.56  1,802,993.46   sFT  0.99993023   +0 21 20.4
 JQ0557;SPC NV E     - 8,433,660.302   155,266.064   MT  0.99992463   -0 19 15.8
 JQ0557;SPC NV E     -27,669,433.84    509,402.08   sFT  0.99992463   -0 19 15.8
 JQ0557;UTM  11      - 4,279,110.977   578,541.900   MT  0.99967596   +0 33 50.0
 JQ0557
 JQ0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0557!SPC NV C     -   0.99961727  x   0.99993023  =   0.99954753
 JQ0557!SPC NV E     -   0.99961727  x   0.99992463  =   0.99954193
 JQ0557!UTM  11      -   0.99961727  x   0.99967596  =   0.99929336
 JQ0557
 JQ0557|---------------------------------------------------------------------|
 JQ0557| PID    Reference Object                     Distance      Geod. Az  |
 JQ0557|                                                           dddmmss.s |
 JQ0557| JQ0556 NYB 023                               0.847 METERS 09903     |
 JQ0557| DD5517 NEEDLE RM 1                          11.361 METERS 10719     |
 JQ0557| JP0408 CROSS                               APPROX.13.2 KM 1231017.0 |
 JQ0557| DD5518 NEEDLE RM 2                          11.050 METERS 24450     |
 JQ0557|---------------------------------------------------------------------|
 JQ0557
 JQ0557                          SUPERSEDED SURVEY CONTROL
 JQ0557
 JQ0557  NAD 83(1986)-  38 39 25.51595(N)    116 05 50.32593(W) AD(       ) 2
 JQ0557  NAD 27      -  38 39 25.76019(N)    116 05 47.14170(W) AD(       ) 2
 JQ0557  NGVD 29 (07/19/86) 2461.9    (m)         8077.     (f) VERT ANG       
 JQ0557
 JQ0557.Superseded values are not recommended for survey control.
 JQ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0557.See file dsdata.txt to determine how the superseded data were derived.
 JQ0557
 JQ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC7854279111(NAD 83)
 JQ0557_MARKER: DD = SURVEY DISK
 JQ0557_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0557
 JQ0557  HISTORY     - Date     Condition        Report By
 JQ0557  HISTORY     - 1967     MONUMENTED       USGS
 JQ0557
 JQ0557                          STATION DESCRIPTION
 JQ0557
 JQ0557'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (BAR)
 JQ0557'LOCATED 5 MI. SE. OF MOORES STATION.  ABOUT 36 MI. NE. OF WARM
 JQ0557'SPRINGS.  17 MI. NE. OF HOT CREEK RANCH.  ON THE HIGHEST POINT
 JQ0557'OF A HIGH PROMINENT PEAK.  THIS IS THE FIRST PROMINENT PEAK 0.5
 JQ0557'MI. E. OF A SHARP PEAK CALLED NEEDLE.
 JQ0557'
 JQ0557'REACHED BY HELICOPTER.
 JQ0557'
 JQ0557'STATION MARK--STANDARD ALUMINUM TABLET STAMPED NEEDLE 1967
 JQ0557'CEMENTED IN ROCK OUTCROP.
 JQ0557'
 JQ0557'REFERENCE MARK NO. 1--STANDARD BRASS REFERENCE MARK TABLET
 JQ0557'STAMPED NO 1 1967 CEMENTED IN ROCK OUTCROP.
 JQ0557'
 JQ0557'REFERENCE MARK NO. 2--STANDARD BRASS REFERENCE MARK TABLET
 JQ0557'STAMPED NO 2 1967 CEMENTED IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0361 ***********************************************************************
 MV0361  DESIGNATION -  NELLIE
 MV0361  PID         -  MV0361
 MV0361  STATE/COUNTY-  NV/WASHOE
 MV0361  USGS QUAD   -  NELLIE SPRING MTN (1979)
 MV0361
 MV0361                         *CURRENT SURVEY CONTROL
 MV0361  ___________________________________________________________________
 MV0361* NAD 83(1994)-  41 23 46.31383(N)    119 36 48.95518(W)     ADJUSTED  
 MV0361* NAVD 88     -      2083.96   (+/-2cm)    6837.1    (feet)  VERTCON   
 MV0361  ___________________________________________________________________
 MV0361  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 MV0361  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 MV0361
 MV0361  HORZ ORDER  -  THIRD
 MV0361  VERT ORDER  -  THIRD ? (See Below)
 MV0361
 MV0361.The horizontal coordinates were established by classical geodetic methods
 MV0361.and adjusted by the National Geodetic Survey in June 1998..
 MV0361
 MV0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0361.The vertical order pertains to the NGVD 29 superseded value.
 MV0361
 MV0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0361
 MV0361.The geoid height was determined by GEOID03.
 MV0361
 MV0361;                    North         East     Units Scale Factor Converg.
 MV0361;SPC NV W     - 4,738,154.303   713,847.596   MT  0.99999131   -0 40 52.7
 MV0361;SPC NV W     -15,545,094.58  2,342,014.99   sFT  0.99999131   -0 40 52.7
 MV0361;UTM  11      - 4,586,036.932   281,504.204   MT  1.00018756   -1 43 44.2
 MV0361
 MV0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0361!SPC NV W     -   0.99967656  x   0.99999131  =   0.99966787
 MV0361!UTM  11      -   0.99967656  x   1.00018756  =   0.99986406
 MV0361
 MV0361:                Primary Azimuth Mark                     Grid Az
 MV0361:SPC NV W     -  MASSACRE                                 352 33 09.2
 MV0361:UTM  11      -  MASSACRE                                 353 36 00.7
 MV0361
 MV0361|---------------------------------------------------------------------|
 MV0361| PID    Reference Object                     Distance      Geod. Az  |
 MV0361|                                                           dddmmss.s |
 MV0361| MV0384 MASSACRE                            APPROX.13.7 KM 3515216.5 |
 MV0361|---------------------------------------------------------------------|
 MV0361
 MV0361                          SUPERSEDED SURVEY CONTROL
 MV0361
 MV0361  NAD 83(1992)-  41 23 46.31632(N)    119 36 48.95638(W) AD(       ) 3
 MV0361  NAD 83(1986)-  41 23 46.32184(N)    119 36 48.95782(W) AD(       ) 3
 MV0361  NAD 27      -  41 23 46.70031(N)    119 36 45.22568(W) AD(       ) 3
 MV0361  NGVD 29 (07/19/86) 2082.70   (m)         6833.0    (f) LEVELING    3  
 MV0361
 MV0361.Superseded values are not recommended for survey control.
 MV0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0361.See file dsdata.txt to determine how the superseded data were derived.
 MV0361
 MV0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF8150486037(NAD 83)
 MV0361_MARKER: DD = SURVEY DISK
 MV0361_SETTING: 66 = SET IN ROCK OUTCROP
 MV0361_SP_SET: SET IN ROCK OUTCROP
 MV0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0361+STABILITY: POSITION/ELEVATION WELL
 MV0361
 MV0361  HISTORY     - Date     Condition        Report By
 MV0361  HISTORY     - 1966     MONUMENTED       USGS
 MV0361
 MV0361                          STATION DESCRIPTION
 MV0361
 MV0361'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (TKB)
 MV0361'LOCATED ABOUT 18.8 MI. SE. OF VYA.  6 MI. N. OF THE HART
 MV0361'RANCH.  2.5 MI. NE. OF STATE HIGHWAY 34.  ON THE HIGHEST POINT OF
 MV0361'A N.-S. RIDGE.
 MV0361'
 MV0361'REACHED BY HELICOPTER.
 MV0361'
 MV0361'STATION MARK--A STANDARD TABLET STAMPED NELLIE 1966 SET IN LARGE
 MV0361'ROCK OUTCROP ON TOP.
 MV0361'
 MV0361'REFERENCE MARK--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1928 ***********************************************************************
 GR1928  DESIGNATION -  NELLIS AFB CONTROL TOWER
 GR1928  PID         -  GR1928
 GR1928  STATE/COUNTY-  NV/CLARK
 GR1928  USGS QUAD   -  LAS VEGAS NE (1984)
 GR1928
 GR1928                         *CURRENT SURVEY CONTROL
 GR1928  ___________________________________________________________________
 GR1928* NAD 83(1994)-  36 14 35.72911(N)    115 02 02.62235(W)     ADJUSTED  
 GR1928* NAVD 88     -                                                        
 GR1928  ___________________________________________________________________
 GR1928  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 GR1928  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GR1928
 GR1928  HORZ ORDER  -  THIRD
 GR1928
 GR1928.The horizontal coordinates were established by classical geodetic methods
 GR1928.and adjusted by the National Geodetic Survey in June 1998..
 GR1928
 GR1928
 GR1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1928
 GR1928.The geoid height was determined by GEOID03.
 GR1928
 GR1928;                    North         East     Units Scale Factor Converg.
 GR1928;SPC NV E     - 8,165,799.899   249,367.101   MT  0.99993002   +0 19 29.1
 GR1928;SPC NV E     -26,790,628.50    818,131.90   sFT  0.99993002   +0 19 29.1
 GR1928;UTM  11      - 4,012,722.033   676,650.111   MT  0.99998450   +1 09 45.3
 GR1928
 GR1928                          SUPERSEDED SURVEY CONTROL
 GR1928
 GR1928  NAD 83(1994)-  36 14 35.73041(N)    115 02 02.62532(W) AD(       ) 4
 GR1928  NAD 83(1992)-  36 14 35.73118(N)    115 02 02.62602(W) AD(       ) 4
 GR1928  NAD 83(1992)-  36 14 35.73024(N)    115 02 02.62649(W) AD(       ) 4
 GR1928  NAD 83(1986)-  36 14 35.71883(N)    115 02 02.60758(W) AD(       ) 4
 GR1928  NAD 27      -  36 14 35.82500(N)    115 01 59.60500(W) AD(       ) 3
 GR1928
 GR1928.Superseded values are not recommended for survey control.
 GR1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1928.See file dsdata.txt to determine how the superseded data were derived.
 GR1928
 GR1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA7665012722(NAD 83)
 GR1928
 GR1928  HISTORY     - Date     Condition        Report By
 GR1928  HISTORY     - 1947     MONUMENTED       CGS
 GR1928  HISTORY     - 1956     SEE DESCRIPTION  CGS
 GR1928  HISTORY     - 1957     SEE DESCRIPTION  CGS
 GR1928
 GR1928                          STATION DESCRIPTION
 GR1928
 GR1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 GR1928'THE STATION IS LOCATED AT MC CARRAN FIELD WHICH IS ABOUT
 GR1928'7-1/2 MILES, AIRLINE NORTHEAST OF LAS VEGAS AND ABOUT 3/4
 GR1928'MILE SOUTH OF U.S. HIGHAYS NO. 91 AND NO. 93.  THIS AIRFIELD
 GR1928'IS JOINTLY OPERATED BY CIVIL AUTHORITIES AND THE U.S. ARMY.
 GR1928'
 GR1928'THE STATION CONSISTS OF A 12 FOOT SQUARE CUBICAL ON TOP OF 4
 GR1928'STEEL LEGS AND IS ABOUT 50 FEET HIGH.  IT IS ON THE WESTERN
 GR1928'EDGE OF THE LANDING FILED, ABOUT 50 FEET NORTHEAST OF THE
 GR1928'NORTHEAST CORNER OF A SHOP MAINTENANCE AND ENGINEERING BUILDING
 GR1928'AND ABOUT 0.1 MILE SOUTH OF THE MAIN ADMINISTRATION BUILDING
 GR1928'OF MC CARRAN FIELD.
 GR1928'
 GR1928'FROM THE MAIN ADMINISTRATION BUILDING AT MC CARRAN FIELD GO SOUTH
 GR1928'50 YARDS TO A GATE.  PASS THROUGH THE GATE, TURN RIGHT ON
 GR1928'ACCESS ROAD, AND GO 0.15 MILE TO I STREET.  TURN LEFT ON I
 GR1928'STREET AND GO 0.1 MILE.  TURN LEFT AND GO 0.15 MILE TO THE
 GR1928'STATION.
 GR1928
 GR1928                          STATION RECOVERY (1956)
 GR1928
 GR1928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 GR1928'THE DESCRIPTION OF THIS STATION FITS THE CONTROL TOWER AT WHAT
 GR1928'IS NOW NELLIS AIRFORCE BASE, WHICH IS ABOUT 13 MILES NE OF
 GR1928'MC CARRAN FIELD.  THE NAME OF THE STATION SHOULD BE CHANGED
 GR1928'TO NELLIS AFB CONTROL TOWER.
 GR1928
 GR1928                          STATION RECOVERY (1957)
 GR1928
 GR1928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 GR1928'THE STATION WAS FOUND AND RECOVERED AS DESCRIBED IN VOL. 938,
 GR1928'PAGE 3 DESCRIPTION NO. 906.  IT IS NO LONGER KNOWN AS MC CARRAN
 GR1928'FIELD.  IT IS NOW THE PROPERTY OF THE U.S. AIR FORCE AND NAMED
 GR1928'NELLIS AIR FORCE BASE.
 GR1928'
 GR1928'THE GENERAL LOCATION IS THE SAME, ABOUT 7-1/2 MILES AIRLINE
 GR1928'NORTHEAST OF LAS VEGAS AND 3/4 MILE SOUTH OF U.S. HIGHWAYS
 GR1928'91 AND 93.
 GR1928'
 GR1928'THE STATION IS A 12 FOOT SQUARE CUBICAL ON TOP OF 4 STEEL
 GR1928'LEGS AND ABOUT 50 FEET IN HEIGHT OVERALL.  IT IS ON THE
 GR1928'WESTERN EDGE OF THE LANDING FIELD, ABOUT 50 FEET NORTHEAST
 GR1928'OF THE NORTHEAST CORNER OF A SHOP MAINTENANCE AND ENGINEERING
 GR1928'BUILDING (T 912) AND ABOUT 15 FEET EAST OF BUILDING NO. T 887.
 GR1928'
 GR1928'TO REACH FROM THE WESTERLY AND MAIN GATE TO NELLIS AIR FORCE
 GR1928'BASE, GO SOUTHEAST ON 3RD AVENUE FOR 0.4 MILE TO WING COMMAND
 GR1928'HEADQUARTERS IN THE SOUTHEAST ANGLE OF 3RD AVENUE AND D STREET,
 GR1928'CONTINUE SOUTHEAST ON 3RD AVENUE FOR 0.4 MILE TO I STREET,
 GR1928'TURN LEFT ON I STREET GO .05 MILE, TURN RIGHT ON 2ND STREET,
 GR1928'GO 0.1 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1171 ***********************************************************************
 FS1171  DESIGNATION -  NELSON
 FS1171  PID         -  FS1171
 FS1171  STATE/COUNTY-  NV/CLARK
 FS1171  USGS QUAD   -  NELSON (1984)
 FS1171
 FS1171                         *CURRENT SURVEY CONTROL
 FS1171  ___________________________________________________________________
 FS1171* NAD 83(1994)-  35 43 09.25649(N)    114 49 12.27520(W)     ADJUSTED  
 FS1171* NAVD 88     -      1160.3    (meters)    3807.     (feet)  VERTCON   
 FS1171  ___________________________________________________________________
 FS1171  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 FS1171  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FS1171
 FS1171  HORZ ORDER  -  FIRST
 FS1171
 FS1171.The horizontal coordinates were established by classical geodetic methods
 FS1171.and adjusted by the National Geodetic Survey in June 1998..
 FS1171
 FS1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1171
 FS1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1171
 FS1171.The geoid height was determined by GEOID03.
 FS1171
 FS1171;                    North         East     Units Scale Factor Converg.
 FS1171;SPC NV E     - 8,107,789.773   269,054.908   MT  0.99995874   +0 26 44.2
 FS1171;SPC NV E     -26,600,306.95    882,724.31   sFT  0.99995874   +0 26 44.2
 FS1171;SPC AZ W     -   523,908.967   116,541.782   MT  1.00004880   -0 37 29.2
 FS1171;SPC AZ W     - 1,718,861.44    382,354.93   iFT  1.00004880   -0 37 29.2
 FS1171;UTM  11      - 3,954,999.097   697,180.644   MT  1.00007913   +1 16 23.1
 FS1171
 FS1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1171!SPC NV E     -   0.99982240  x   0.99995874  =   0.99978114
 FS1171!SPC AZ W     -   0.99982240  x   1.00004880  =   0.99987119
 FS1171!UTM  11      -   0.99982240  x   1.00007913  =   0.99990151
 FS1171
 FS1171|---------------------------------------------------------------------|
 FS1171| PID    Reference Object                     Distance      Geod. Az  |
 FS1171|                                                           dddmmss.s |
 FS1171| CC5690 NELSON RM 1                           5.766 METERS 24807     |
 FS1171| CC5692 NELSON RM 3                                        3060552.4 |
 FS1171| CC5691 NELSON RM 2                           3.436 METERS 32557     |
 FS1171|---------------------------------------------------------------------|
 FS1171
 FS1171                          SUPERSEDED SURVEY CONTROL
 FS1171
 FS1171  NAD 83(1992)-  35 43 09.25702(N)    114 49 12.27662(W) AD(1991.35) 1
 FS1171  NAD 83(1992)-  35 43 09.25447(N)    114 49 12.27693(W) AD(       ) 1
 FS1171  NAD 83(1992)-  35 43 09.25586(N)    114 49 12.27560(W) AD(       ) 1
 FS1171  NAD 83(1986)-  35 43 09.25006(N)    114 49 12.26212(W) AD(       ) 1
 FS1171  NAD 27      -  35 43 09.29900(N)    114 49 09.33700(W) AD(       ) 1
 FS1171  NGVD 29 (05/21/91) 1159.5    (m)         3804.     (f) VERT ANG       
 FS1171
 FS1171.Superseded values are not recommended for survey control.
 FS1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1171.See file dsdata.txt to determine how the superseded data were derived.
 FS1171
 FS1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV9718154999(NAD 83)
 FS1171_MARKER: DS = TRIANGULATION STATION DISK
 FS1171_SETTING: 66 = SET IN ROCK OUTCROP
 FS1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1171
 FS1171  HISTORY     - Date     Condition        Report By
 FS1171  HISTORY     - 1934     MONUMENTED       CGS
 FS1171  HISTORY     - 1946     GOOD             CGS
 FS1171  HISTORY     - 1955     GOOD             CGS
 FS1171  HISTORY     - 1957     GOOD             USGS
 FS1171  HISTORY     - 19870708 GOOD             LAWPC
 FS1171
 FS1171                          STATION DESCRIPTION
 FS1171
 FS1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 FS1171'STATION IS ON A LARGE PILLAR ROCK, ABOUT 30 FEET HIGH THAT IS
 FS1171'ABOUT 200 YARDS NE OF THE HIGHEST POINT BETWEEN THE TOWN OF
 FS1171'NELSON AND EL DORADO CANYON.  IT IS 1 MILE NNE OF NELSON AND
 FS1171'ABOUT 1 MILE S OF EL DORADO CANYON.  THE PILLAR ROCK IS ABOUT
 FS1171'10 FEET SQUARE AND IS ABOUT FIFTEEN FEET LOWER THAN THE
 FS1171'HIGHEST POINT OF THE HILL.
 FS1171'
 FS1171'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 FS1171'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FS1171'
 FS1171'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ON TOP OF THE RIDGE AT
 FS1171'THE N END OF THE SHARP ROCKS, ABOUT 1/4 MILE WNW OF THE STATION.
 FS1171'
 FS1171'REACHED FROM LAS VEGAS AS FOLLOWS--GO E ON THE BOULDER CITY
 FS1171'HIGHWAY TO RAILROAD PASS, TURN RIGHT (S) ON THE SEARCHLIGHT
 FS1171'ROAD, GO 5 MILES, TURN LEFT AT SIGN, NELSON 18, GO TO NELSON.
 FS1171'FROM THE STORE AT NELSON A TRUCK CAN BE DRIVEN N UP THE WASH FOR
 FS1171'0.8 MILE.  FROM THIS POINT THE STATION LIES ABOUT 0.7 MILE NE.
 FS1171'THE BEST ROUTE IS TO FOLLOW THE CANYON N, THEN E TO TOP OF
 FS1171'RIDGE, THEN E ALONG THE RIDGE TO STATION.  THE PILLAR ROCK CAN
 FS1171'BE SEEN FROM THE TOP OF RIDGE.  A 30-MINUTE PACK.  THIS ROUTE IS
 FS1171'ABOUT 1-1/4 MILES BUT IS THE BEST GRADE.
 FS1171'
 FS1171'A 30-FOOT ROPE IS NEEDED TO GET INSTRUMENTS ON THE ROCK.
 FS1171
 FS1171                          STATION RECOVERY (1946)
 FS1171
 FS1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (LGC)
 FS1171'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW DRIVE DESCRIPTION
 FS1171'FOLLOWS--
 FS1171'
 FS1171'SE FROM LAS VEGAS TO RAILROAD PASS, THENCE SOUTH 9.9 MILES TO
 FS1171'NELSON ROAD JUNCTION, THENCE E TOWARD NELSON FOR 11.4 MILES TO
 FS1171'TOP OF SUMMIT.  LEAVE TRUCK HERE AND PROCEED E ALONG RIDGE FOR
 FS1171'1 MILE TO STATION.  ABOUT A 40 MINUTE PACK.
 FS1171
 FS1171                          STATION RECOVERY (1955)
 FS1171
 FS1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 FS1171'RECOVERED.  THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED
 FS1171'AS DESCRIBED.  THE DESCRIPTION IS STILL ADEQUATE AND CORRECT.
 FS1171
 FS1171                          STATION RECOVERY (1957)
 FS1171
 FS1171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FS1171'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 FS1171'NOT OBSERVED.  A PAVED RD. NOW RUNS UP CANYON FROM NELSON STORE
 FS1171'WHERE NGS DROVE 0.8 MI CROSS-COUNTRY UP WASH.
 FS1171
 FS1171                          STATION RECOVERY (1987)
 FS1171
 FS1171'RECOVERY NOTE BY LA WTR AND PWR COMM 1987 (MPL)
 FS1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0698 ***********************************************************************
 LS0698  DESIGNATION -  NENZEL HILL
 LS0698  PID         -  LS0698
 LS0698  STATE/COUNTY-  NV/PERSHING
 LS0698  USGS QUAD   -  ROCHESTER (1987)
 LS0698
 LS0698                         *CURRENT SURVEY CONTROL
 LS0698  ___________________________________________________________________
 LS0698* NAD 83(1994)-  40 17 01.22707(N)    118 09 14.08332(W)     ADJUSTED  
 LS0698* NAVD 88     -      2221.3    (meters)    7288.     (feet)  VERTCON   
 LS0698  ___________________________________________________________________
 LS0698  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 LS0698  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 LS0698
 LS0698  HORZ ORDER  -  THIRD
 LS0698
 LS0698.The horizontal coordinates were established by classical geodetic methods
 LS0698.and adjusted by the National Geodetic Survey in June 1998..
 LS0698
 LS0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0698
 LS0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0698
 LS0698.The geoid height was determined by GEOID03.
 LS0698
 LS0698;                    North         East     Units Scale Factor Converg.
 LS0698;SPC NV W     - 4,614,196.190   836,514.153   MT  0.99991641   +0 16 39.6
 LS0698;SPC NV W     -15,138,408.67  2,744,463.52   sFT  0.99991641   +0 16 39.6
 LS0698;UTM  11      - 4,459,881.747   401,910.114   MT  0.99971844   -0 44 46.1
 LS0698
 LS0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0698!SPC NV W     -   0.99965509  x   0.99991641  =   0.99957153
 LS0698!UTM  11      -   0.99965509  x   0.99971844  =   0.99937363
 LS0698
 LS0698                          SUPERSEDED SURVEY CONTROL
 LS0698
 LS0698  NAD 83(1986)-  40 17 01.23243(N)    118 09 14.07566(W) AD(       ) 3
 LS0698  NGVD 29 (07/11/94) 2220.2    (m)         7284.     (f) VERT ANG       
 LS0698
 LS0698.Superseded values are not recommended for survey control.
 LS0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0698.See file dsdata.txt to determine how the superseded data were derived.
 LS0698
 LS0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME0191059882(NAD 83)
 LS0698_MARKER: DS = TRIANGULATION STATION DISK
 LS0698_SETTING: 0 = UNSPECIFIED SETTING
 LS0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0698
 LS0698  HISTORY     - Date     Condition        Report By
 LS0698  HISTORY     - 1916     MONUMENTED       USGS
 LS0698
 LS0698                          STATION DESCRIPTION
 LS0698
 LS0698'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 LS0698'LOCATED ABOUT 11.5 MI. S. OF UNIONVILLE AND 9.5 MI. E. OF OREANA,
 LS0698'ON A HILL KNOWN LOCALLY AS (NENZEL HILL) AT HEAD OF ROCHESTER
 LS0698'CANYON ON HIGHEST POINT OF HILL NEAR AN OLD MINE SHAFT.
 LS0698'
 LS0698'TO REACH FROM LOVELOCK POST OFFICE, DRIVE E. FOR 1 BLOCK TO U.S.
 LS0698'HIGHWAY 40, TURN LEFT (N.) ND FOLLOW U.S. HIGHWAY 40 FOR 13.5 MI.,
 LS0698'TURN RIGHT AND FOLLOW MAIN RD. NE. 8.7 MI., TURN RIGHT AND FOLLOW
 LS0698'MAIN RD. 2.7 MI.  LEAVE TRUCK AT RD. FORKS AND PACK UP RIDGE TO LEFT
 LS0698'TO TOP AND STATION.  ABOUT A 15 MINUTE PACK.
 LS0698'
 LS0698'STATION MARK--STANDARD TABLET STAMPED----VA 7281 1916 NENZEL HILL
 LS0698'1953----CEMENTED IN ROCK OUTCROP.
 LS0698'
 LS0698'REFERENCE MARK NO. 1--IRON PIPE CEMENTED IN ROCK OUTCROP, 107.4 FT.
 LS0698'FROM STATION MARK 218 DEGREES 45 MINUTES.
 LS0698'
 LS0698'REFERENCE MARK NO. 2--STANDARD RM TABLET STAMPED----NO 2 1953
 LS0698'---CEMENTED IN ROCK OUTCROP, 130.92 FT. FROM STATION MARK
 LS0698'70 DEGREES 41 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0578 ***********************************************************************
 GR0578  DESIGNATION -  NEVADA BASE
 GR0578  PID         -  GR0578
 GR0578  STATE/COUNTY-  NV/CLARK
 GR0578  USGS QUAD   -  HOOVER DAM (1997)
 GR0578
 GR0578                         *CURRENT SURVEY CONTROL
 GR0578  ___________________________________________________________________
 GR0578* NAD 83(1986)-  36 01 00.     (N)    114 44 20.     (W)     SCALED    
 GR0578* NAVD 88     -       376.402  (meters)    1234.91   (feet)  ADJUSTED  
 GR0578  ___________________________________________________________________
 GR0578  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR0578  DYNAMIC HT  -         376.033 (meters)    1233.70  (feet)  COMP
 GR0578  MODELED GRAV-     979,642.7   (mgal)                       NAVD 88
 GR0578
 GR0578  VERT ORDER  -  FIRST     CLASS I
 GR0578
 GR0578.The horizontal coordinates were scaled from a topographic map and have
 GR0578.an estimated accuracy of +/- 6 seconds.
 GR0578
 GR0578.The orthometric height was determined by differential leveling
 GR0578.and adjusted by the National Geodetic Survey in June 1991..
 GR0578
 GR0578.The geoid height was determined by GEOID03.
 GR0578
 GR0578.The dynamic height is computed by dividing the NAVD 88
 GR0578.geopotential number by the normal gravity value computed on the
 GR0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0578.degrees latitude (g = 980.6199 gals.).
 GR0578
 GR0578.The modeled gravity was interpolated from observed gravity values.
 GR0578
 GR0578;                    North         East    Units  Estimated Accuracy
 GR0578;SPC NV E     - 8,140,850.      276,120.      MT  (+/- 180 meters Scaled)
 GR0578
 GR0578                          SUPERSEDED SURVEY CONTROL
 GR0578
 GR0578  NGVD 29 (??/??/92)  375.687  (m)         1232.57   (f) ADJ UNCH    1 1
 GR0578
 GR0578.Superseded values are not recommended for survey control.
 GR0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0578.See file dsdata.txt to determine how the superseded data were derived.
 GR0578
 GR0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV037881(NAD 83)
 GR0578_MARKER: DS = TRIANGULATION STATION DISK
 GR0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0578_SP_SET: FLOOR
 GR0578_STAMPING: NEVADA BASE 1935
 GR0578_MARK LOGO: CGS   
 GR0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR0578+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 GR0578
 GR0578  HISTORY     - Date     Condition        Report By
 GR0578  HISTORY     - 1935     MONUMENTED       BOR
 GR0578  HISTORY     - 1950     GOOD             NGS
 GR0578  HISTORY     - 1963     GOOD             NGS
 GR0578  HISTORY     - 1981     GOOD             NGS
 GR0578  HISTORY     - 1990     GOOD             USPSQD
 GR0578  HISTORY     - 19961102 GOOD             USPSQD
 GR0578  HISTORY     - 20050520 GOOD             GEOCAC
 GR0578
 GR0578                          STATION DESCRIPTION
 GR0578
 GR0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0578'IN HOOVER DAM.
 GR0578'ON TOP OF HOOVER DAM, ABOUT 55 YARDS EAST OF THE NORTHWEST (NEVADA)
 GR0578'END, NEAR THE CENTER OF THE SOUTH (DOWNSTREAM) SIDE OF BLOCK R, 45.8
 GR0578'FEET WEST OF THE NORTHWEST CORNER OF THE NEVADA REST ROOM TOWER, IN
 GR0578'THE TOP OF THE CONCRETE FLOOR OF AN OBSERVATION NICHE, 2.1 FEET WEST
 GR0578'OF THE EAST WALL, AND 8.7 FEET SOUTH OF THE NORTH EDGE OF THE
 GR0578'SIDEWALK.
 GR0578
 GR0578                          STATION RECOVERY (1963)
 GR0578
 GR0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0578'RECOVERED IN GOOD CONDITION.
 GR0578
 GR0578                          STATION RECOVERY (1981)
 GR0578
 GR0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GR0578'RECOVERED IN GOOD CONDITION.
 GR0578
 GR0578                          STATION RECOVERY (1990)
 GR0578
 GR0578'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR0578'RECOVERED IN GOOD CONDITION.
 GR0578
 GR0578                          STATION RECOVERY (1996)
 GR0578
 GR0578'RECOVERY NOTE BY US POWER SQUADRON 1996
 GR0578'RECOVERED IN GOOD CONDITION.
 GR0578
 GR0578                          STATION RECOVERY (2005)
 GR0578
 GR0578'RECOVERY NOTE BY GEOCACHING 2005 (WS)
 GR0578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1854 ***********************************************************************
 GR1854  DESIGNATION -  NEVADA BASE
 GR1854  PID         -  GR1854
 GR1854  STATE/COUNTY-  NV/CLARK
 GR1854  USGS QUAD   -  HOOVER DAM (1997)
 GR1854
 GR1854                         *CURRENT SURVEY CONTROL
 GR1854  ___________________________________________________________________
 GR1854* NAD 83(1994)-  36 00 59.49408(N)    114 44 19.92394(W)     ADJUSTED  
 GR1854* NAVD 88     -       376.39   (+/-2cm)    1234.9    (feet)  VERTCON   
 GR1854  ___________________________________________________________________
 GR1854  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 GR1854  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GR1854
 GR1854  HORZ ORDER  -  SECOND
 GR1854  VERT ORDER  -  THIRD ? (See Below)
 GR1854
 GR1854.The horizontal coordinates were established by classical geodetic methods
 GR1854.and adjusted by the National Geodetic Survey in June 1998..
 GR1854
 GR1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1854.The vertical order pertains to the NGVD 29 superseded value.
 GR1854
 GR1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1854
 GR1854.The geoid height was determined by GEOID03.
 GR1854
 GR1854;                    North         East     Units Scale Factor Converg.
 GR1854;SPC NV E     - 8,140,833.870   276,117.487   MT  0.99997137   +0 29 47.7
 GR1854;SPC NV E     -26,708,719.12    905,895.46   sFT  0.99997137   +0 29 47.7
 GR1854;SPC AZ W     -   556,817.313   124,223.207   MT  1.00003120   -0 34 53.4
 GR1854;SPC AZ W     - 1,826,828.45    407,556.45   iFT  1.00003120   -0 34 53.4
 GR1854;UTM  11      - 3,988,146.407   703,764.404   MT  1.00011163   +1 19 48.2
 GR1854
 GR1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1854!SPC NV E     -   0.99994536  x   0.99997137  =   0.99991673
 GR1854!SPC AZ W     -   0.99994536  x   1.00003120  =   0.99997656
 GR1854!UTM  11      -   0.99994536  x   1.00011163  =   1.00005699
 GR1854
 GR1854|---------------------------------------------------------------------|
 GR1854| PID    Reference Object                     Distance      Geod. Az  |
 GR1854|                                                           dddmmss.s |
 GR1854| GR0591 ARIZONA BASE                        245.473 METERS 13422     |
 GR1854| GR1856 A III                               333.650 METERS 17458     |
 GR1854| GR1853 N III                               399.989 METERS 22128     |
 GR1854|---------------------------------------------------------------------|
 GR1854
 GR1854                          SUPERSEDED SURVEY CONTROL
 GR1854
 GR1854  NAD 83(1992)-  36 00 59.49407(N)    114 44 19.92394(W) AD(       ) 2
 GR1854  NAD 83(1986)-  36 00 59.48225(N)    114 44 19.91294(W) AD(       ) 2
 GR1854  NAD 27      -  36 00 59.55100(N)    114 44 16.97600(W) AD(       ) 2
 GR1854  NGVD 29 (07/19/86)  375.69   (m)         1232.6    (f) LEVELING    3  
 GR1854
 GR1854.Superseded values are not recommended for survey control.
 GR1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1854.See file dsdata.txt to determine how the superseded data were derived.
 GR1854
 GR1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV0376488146(NAD 83)
 GR1854_MARKER: DS = TRIANGULATION STATION DISK
 GR1854_SETTING: 0 = UNSPECIFIED SETTING
 GR1854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GR1854+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2001
 GR1854
 GR1854  HISTORY     - Date     Condition        Report By
 GR1854  HISTORY     - 1935     MONUMENTED       BOR
 GR1854  HISTORY     - 1990     GOOD             USPSQD
 GR1854  HISTORY     - 20010411 GOOD             USPSQD
 GR1854
 GR1854                          STATION DESCRIPTION
 GR1854
 GR1854'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 GR1854'STATION IS A STANDARD USC AND GS STATION DISK, MARKED NEVADA
 GR1854'BASE AND SET SLUSH WITH THE SIDEWALK.  THE STATION IS LOCATED
 GR1854'ON THE DOWNSTREAM SIDEWALK OF HOOVER DAM APPROXIMATELY 100
 GR1854'FEET TOWARDS ARIZONA FROM THE NEVADA END OF THE DAM.
 GR1854
 GR1854                          STATION RECOVERY (1990)
 GR1854
 GR1854'RECOVERY NOTE BY US POWER SQUADRON 1990 (MG)
 GR1854'RECOVERED IN GOOD CONDITION.
 GR1854
 GR1854                          STATION RECOVERY (2001)
 GR1854
 GR1854'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMC)
 GR1854'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0550 ***********************************************************************
 GR0550  DESIGNATION -  NEVADA STONY GATE
 GR0550  PID         -  GR0550
 GR0550  STATE/COUNTY-  NV/CLARK
 GR0550  USGS QUAD   -  HOOVER DAM (1997)
 GR0550
 GR0550                         *CURRENT SURVEY CONTROL
 GR0550  ___________________________________________________________________
 GR0550* NAD 83(1986)-  36 00 45.     (N)    114 44 35.     (W)     SCALED    
 GR0550* NAVD 88     -       210.054  (meters)     689.15   (feet)  POSTED    
 GR0550  ___________________________________________________________________
 GR0550  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 GR0550  DYNAMIC HT  -         209.850 (meters)     688.48  (feet)  COMP
 GR0550  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 GR0550
 GR0550  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GR0550
 GR0550.The horizontal coordinates were scaled from a topographic map and have
 GR0550.an estimated accuracy of +/- 6 seconds.
 GR0550
 GR0550.The orthometric height was determined by differential leveling
 GR0550.and adjusted by the National Geodetic Survey in 1992..
 GR0550.No vertical observational check was made to the station.
 GR0550.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GR0550.was located on a no-check spur therefore a value was not computed.
 GR0550
 GR0550.The geoid height was determined by GEOID03.
 GR0550
 GR0550.The dynamic height is computed by dividing the NAVD 88
 GR0550.geopotential number by the normal gravity value computed on the
 GR0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0550.degrees latitude (g = 980.6199 gals.).
 GR0550
 GR0550.The modeled gravity was interpolated from observed gravity values.
 GR0550
 GR0550;                    North         East    Units  Estimated Accuracy
 GR0550;SPC NV E     - 8,140,380.      275,740.      MT  (+/- 180 meters Scaled)
 GR0550
 GR0550                          SUPERSEDED SURVEY CONTROL
 GR0550
 GR0550  NGVD 29 (??/??/92)  209.362  (m)          686.88   (f) ADJ UNCH    1 1
 GR0550
 GR0550.Superseded values are not recommended for survey control.
 GR0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0550.See file dsdata.txt to determine how the superseded data were derived.
 GR0550
 GR0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV033876(NAD 83)
 GR0550_MARKER: R = RIVET
 GR0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0550_SP_SET: STAIRCASE COLUMN
 GR0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0550
 GR0550  HISTORY     - Date     Condition        Report By
 GR0550  HISTORY     - UNK      MONUMENTED       CGS
 GR0550  HISTORY     - 1950     GOOD             NGS
 GR0550  HISTORY     - 1963     GOOD             NGS
 GR0550
 GR0550                          STATION DESCRIPTION
 GR0550
 GR0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GR0550'0.2 MI SW FROM HOOVER DAM.
 GR0550'0.2 MILE SOUTHWEST ALONG THE LOWER PORTAL ROAD TO THE APPROXIMATE
 GR0550'CENTER OF THE VEHICULAR TUNNEL FROM THE SOUTHWEST END OF THE NEVADA
 GR0550'RAMP AT THE BOTTOM OF HOOVER DAM, THENCE ABOUT 60 YARDS SOUTHEAST
 GR0550'THROUGH AN ADIT, AT THE NEVADA STONY GATE (DIVERSION TUNNEL NO. 2),
 GR0550'FITTED IN THE TOP OF A PIECE OF COPPER PLATE WHICH IS BENT TO A
 GR0550'90-DEGREE ANGLE AND FASTENED TO THE EAST SIDE OF A CIRCULAR CONCRETE
 GR0550'STAIRCASE COLUMN, ABOUT 40 FEET LOWER THAN THE ADIT FLOOR, AND 4.5
 GR0550'FEET ABOVE THE CONCRETE FLOOR AT THE BOTTOM OF THE STAIRWAY.
 GR0550
 GR0550                          STATION RECOVERY (1963)
 GR0550
 GR0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GR0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0802 ***********************************************************************
 MT0802  DESIGNATION -  NEVIDA
 MT0802  PID         -  MT0802
 MT0802  STATE/COUNTY-  NV/ELKO
 MT0802  USGS QUAD   -  ROBINSON CREEK (1986)
 MT0802
 MT0802                         *CURRENT SURVEY CONTROL
 MT0802  ___________________________________________________________________
 MT0802* NAD 83(1994)-  41 59 46.88820(N)    115 17 56.41873(W)     ADJUSTED  
 MT0802* NAVD 88     -      1833.1    (meters)    6014.     (feet)  VERTCON   
 MT0802  ___________________________________________________________________
 MT0802  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 MT0802  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 MT0802
 MT0802  HORZ ORDER  -  FIRST
 MT0802
 MT0802.The horizontal coordinates were established by classical geodetic methods
 MT0802.and adjusted by the National Geodetic Survey in June 1998..
 MT0802
 MT0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0802
 MT0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0802
 MT0802.The geoid height was determined by GEOID03.
 MT0802
 MT0802;                    North         East     Units Scale Factor Converg.
 MT0802;SPC NV E     - 8,804,332.672   223,555.800   MT  0.99990683   +0 11 24.9
 MT0802;SPC NV E     -28,885,548.11    733,449.32   sFT  0.99990683   +0 11 24.9
 MT0802;SPC ID W     -    36,714.755   837,364.943   MT  0.99995051   +0 18 06.3
 MT0802;UTM  11      - 4,650,771.283   640,882.582   MT  0.99984423   +1 08 17.9
 MT0802
 MT0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0802!SPC NV E     -   0.99971506  x   0.99990683  =   0.99962192
 MT0802!SPC ID W     -   0.99971506  x   0.99995051  =   0.99966558
 MT0802!UTM  11      -   0.99971506  x   0.99984423  =   0.99955934
 MT0802
 MT0802|---------------------------------------------------------------------|
 MT0802| PID    Reference Object                     Distance      Geod. Az  |
 MT0802|                                                           dddmmss.s |
 MT0802| DD5521 NEVIDA RM 1                          15.621 METERS 17002     |
 MT0802| DD5522 NEVIDA RM 2                           9.246 METERS 25411     |
 MT0802| MT0803 T47N R59E SECS 4 5 CC                37.239 METERS 26620     |
 MT0802| DD5520 NEVIDA AZ MK                                       3345628.3 |
 MT0802|---------------------------------------------------------------------|
 MT0802
 MT0802                          SUPERSEDED SURVEY CONTROL
 MT0802
 MT0802  NAD 83(1994)-  41 59 46.88501(N)    115 17 56.41103(W) AD(       ) 1
 MT0802  NAD 83(1992)-  41 59 46.88438(N)    115 17 56.41141(W) AD(       ) 1
 MT0802  NAD 83(1986)-  41 59 46.88449(N)    115 17 56.41119(W) AD(       ) 1
 MT0802  NAD 27      -  41 59 47.22500(N)    115 17 53.17900(W) AD(       ) 1
 MT0802  NGVD 29 (07/19/86) 1831.9    (m)         6010.     (f) VERT ANG       
 MT0802
 MT0802.Superseded values are not recommended for survey control.
 MT0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0802.See file dsdata.txt to determine how the superseded data were derived.
 MT0802
 MT0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG4088350771(NAD 83)
 MT0802_MARKER: DS = TRIANGULATION STATION DISK
 MT0802_SETTING: 66 = SET IN ROCK OUTCROP
 MT0802
 MT0802  HISTORY     - Date     Condition        Report By
 MT0802  HISTORY     - 1948     MONUMENTED       CGS
 MT0802
 MT0802                          STATION DESCRIPTION
 MT0802
 MT0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 MT0802'THE STATION IS ABOUT 6 MILES AIRLINE SOUTHEAST OF MURPHY HOT
 MT0802'SPRINGS, NEAR THE NEVADA-IDAHO STATE LINE.
 MT0802'
 MT0802'TO REACH THE STATION FROM MURPHY HOT SPRINGS GO EASTERLY ON
 MT0802'THE ROGERSON ROAD FOR 3.7 MILES TO A TRACK ROAD RIGHT. TURN
 MT0802'RIGHT ON TRACK ROAD AND GO EASTERLY FOR 1.2 MILES TO CROSS
 MT0802'ROADS.  TURN SHARP RIGHT ON TRACK ROAD AND GO 2.6 MILES TO
 MT0802'THE AZIMUTH MARK ON EAST SIDE OF THE ROAD JUST BEFORE STARTING
 MT0802'DOWN GRADE TO CROSS A DRAW AT THE HEAD OF CANYON.  TURN LEFT
 MT0802'ON DIM TRACKS FOR 0.1 MILE THEN RIGHT SOUTHERLY ACROSS COUNTRY
 MT0802'FOR 0.1 MILE TO THE NORTHEAST EDGE OF THE RIM AND STATION.
 MT0802'
 MT0802'THE STATION IS A STANDARD BRONZE DISK SET IN A LARGE GROUP
 MT0802'OF LAVA ROCK PROJECTING ABOUT 6 INCHES.  IT IS STAMPED NEVIDA 1948.
 MT0802'
 MT0802'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK
 MT0802'SET IN LAVA ROCK AT EDGE OF A SMALL LEDGE, AND IS ABOUT THE
 MT0802'SAME ELEVATION AS THE STATION.  IT IS STAMPED NEVIDA NO 1 1948.
 MT0802'
 MT0802'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK
 MT0802'SET IN LAVA ROCK FLUSH WITH THE GROUND SURFACE AND IS ABOUT
 MT0802'2 FEET LOWER THAN THE STATION.  IT IS STAMPED NEVIDA NO 2 1948.
 MT0802'
 MT0802'THE GENERAL LAND OFFICE MARK IS A STANDARD DISK OF THE GENERAL LAND
 MT0802'OFFICE RIVETED TO A 1-1/2 INCH IRON PIPE PROJECTING ABOUT
 MT0802'14 INCHES, AND IS ABOUT 12 FEET LOWER THAN THE STATION.
 MT0802'
 MT0802'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A LAVA
 MT0802'BOULDER PROJECTING ABOUT 12 INCHES, AND IS ABOUT 6 FEET EAST
 MT0802'OF THE CENTERLINE OF TRACK ROAD ON THE WAY TO THE STATION.
 MT0802'IT IS STAMPED NEVIDA 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0429 ***********************************************************************
 KQ0429  DESIGNATION -  NEW PASS
 KQ0429  PID         -  KQ0429
 KQ0429  STATE/COUNTY-  NV/LANDER
 KQ0429  USGS QUAD   -  NEW PASS PEAK (1980)
 KQ0429
 KQ0429                         *CURRENT SURVEY CONTROL
 KQ0429  ___________________________________________________________________
 KQ0429* NAD 83(1994)-  39 38 51.15881(N)    117 29 01.13195(W)     ADJUSTED  
 KQ0429* NAVD 88     -      2745.1    (meters)    9006.     (feet)  VERTCON   
 KQ0429  ___________________________________________________________________
 KQ0429  LAPLACE CORR-           7.15  (seconds)                    DEFLEC99
 KQ0429  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 KQ0429
 KQ0429  HORZ ORDER  -  SECOND
 KQ0429
 KQ0429.The horizontal coordinates were established by classical geodetic methods
 KQ0429.and adjusted by the National Geodetic Survey in June 1998..
 KQ0429
 KQ0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0429
 KQ0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0429
 KQ0429.The geoid height was determined by GEOID03.
 KQ0429
 KQ0429;                    North         East     Units Scale Factor Converg.
 KQ0429;SPC NV C     - 6,543,801.705   429,884.036   MT  0.99996051   -0 31 16.7
 KQ0429;SPC NV C     -21,469,122.76  1,410,377.87   sFT  0.99996051   -0 31 16.7
 KQ0429;SPC NV W     - 4,544,060.672   894,379.066   MT  1.00000963   +0 42 06.2
 KQ0429;SPC NV W     -14,908,305.72  2,934,308.65   sFT  1.00000963   +0 42 06.2
 KQ0429;UTM  11      - 4,388,751.005   458,504.408   MT  0.99962120   -0 18 31.0
 KQ0429
 KQ0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0429!SPC NV C     -   0.99957298  x   0.99996051  =   0.99953351
 KQ0429!SPC NV W     -   0.99957298  x   1.00000963  =   0.99958261
 KQ0429!UTM  11      -   0.99957298  x   0.99962120  =   0.99919434
 KQ0429
 KQ0429:                Primary Azimuth Mark                     Grid Az
 KQ0429:SPC NV C     -  NEW PASS AZ MK                           034 42 09.6
 KQ0429:SPC NV W     -  NEW PASS AZ MK                           033 28 46.7
 KQ0429:UTM  11      -  NEW PASS AZ MK                           034 29 23.9
 KQ0429
 KQ0429|---------------------------------------------------------------------|
 KQ0429| PID    Reference Object                     Distance      Geod. Az  |
 KQ0429|                                                           dddmmss.s |
 KQ0429| DB2166 NEW PASS AZ MK                                     0341052.9 |
 KQ0429| DB2168 NEW PASS RM 2                         4.396 METERS 07301     |
 KQ0429| KQ0430 NEW PASS CAIRN                        5.029 METERS 08946     |
 KQ0429| DB2167 NEW PASS RM 1                         3.897 METERS 32445     |
 KQ0429|---------------------------------------------------------------------|
 KQ0429
 KQ0429                          SUPERSEDED SURVEY CONTROL
 KQ0429
 KQ0429  NAD 83(1986)-  39 38 51.16301(N)    117 29 01.11962(W) AD(       ) 2
 KQ0429  NAD 27      -  39 38 51.44590(N)    117 28 57.73920(W) AD(       ) 2
 KQ0429  NGVD 29 (02/26/99) 2743.8    (m)         9002.     (f) VERT ANG       
 KQ0429
 KQ0429.Superseded values are not recommended for survey control.
 KQ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0429.See file dsdata.txt to determine how the superseded data were derived.
 KQ0429
 KQ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD5850488751(NAD 83)
 KQ0429_MARKER: DS = TRIANGULATION STATION DISK
 KQ0429_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0429+STABILITY: POSITION/ELEVATION WELL
 KQ0429
 KQ0429  HISTORY     - Date     Condition        Report By
 KQ0429  HISTORY     - 1958     MONUMENTED       CGS
 KQ0429  HISTORY     - 1967     GOOD             USGS
 KQ0429
 KQ0429                          STATION DESCRIPTION
 KQ0429
 KQ0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ILC)
 KQ0429'THE STATION IS LOCATED AIRLINE, ABOUT 74-1/2 MILES SOUTH-SOUTHWEST
 KQ0429'OF BATTLE MOUNTAIN, 24-1/2 MILES WEST-NORTHWEST OF AUSTIN,
 KQ0429'AND 32 MILES NORTHEAST OF EASTGATE ON THE HIGHEST POINT OF
 KQ0429'A LONG RIDGE-LIKE MOUNTAIN WHICH RUNS NORTH AND SOUTH.  IT IS
 KQ0429'ABOUT 3 MILES SOUTH OF THE NEW PASS MINE.
 KQ0429'
 KQ0429'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 KQ0429'AND STATE HIGHWAY 8A ONE BLOCK WEST OF THE U.S. POST OFFICE IN
 KQ0429'BATTLE MOUNTAIN GO SOUTHWEST AND SOUTH ON STATE HIGHWAY 8A FOR
 KQ0429'36.5 MILES TO A SIDE ROAD ON THE RIGHT AT A SIGN ANTELOPE VALLEY.
 KQ0429'TURN RIGHT AND CONTINUE SOUTHERLY ON THE BLADED ROAD 14.7
 KQ0429'MILES TO A FORK TO THE LEFT.  STAY ON THE RIGHT FORK, STRAIGHT
 KQ0429'AHEAD, FOR 3.8 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE
 KQ0429'STRAIGHT AHEAD 4.4 MILES TO A FORK TO THE LEFT JUST BEFORE
 KQ0429'REACHING A WATER TANK AT AN OLD CAMP GROUND.  KEEP ON THE
 KQ0429'RIGHT FORK UP THE CANYON CLIMBING WEST ON SEVERAL SWITCH-BACKS
 KQ0429'1.6 MILE TO AN OLD MINE AND THE END OF TRUCK TRAVEL FOR A
 KQ0429'TWO-WHEEL-DRIVE TRUCK.  WITH A FOUR-WHEEL-DRIVE TRUCK OR ON FOOT
 KQ0429'CONTINUE WEST UP THE CREST OF THE RIDGE THROUGH SOME
 KQ0429'TREES THEN TURN SOUTH AND FOLLOW A WELL WORN ANIMAL TRAIL AROUND
 KQ0429'SEVERAL HUMPS IN THE RIDGE ABOUT 2-1/2 MILES TO A SMALL ROCKY
 KQ0429'OUTCROP IN A SADDLE, A 2-FOOT CAIRN, AND THE AZIMUTH MARK.
 KQ0429'CONTINUE SOUTH UP THE RIDGE ABOUT 3/5 MILE TOWARD TWO
 KQ0429'CAIRNS, THE HIGHEST POINT AND THE STATION.  THE CLIMBING
 KQ0429'TIME IS APPROXIMATELY 1-1/2 HOURS ON FOOT.
 KQ0429'
 KQ0429'THE STATION MARK IS A STANDARD DISK STAMPED NEW PASS 1958
 KQ0429'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 16.5
 KQ0429'FEET WEST OF A 4-FOOT CAIRN AND 20 FEET WEST OF THE HIGHEST
 KQ0429'POINT ON THE RIDGE.
 KQ0429'
 KQ0429'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NEW PASS
 KQ0429'NO 1 1958 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KQ0429'PROJECTING ABOUT 2 INCHES FROM THE GROUND.  IT IS ABOUT 2
 KQ0429'FEET LOWER THAN THE STATION.
 KQ0429'
 KQ0429'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NEW PASS
 KQ0429'NO 2 1958 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KQ0429'PROJECTING 6 INCHES FROM THE GROUND.  IT IS ABOUT 2-1/2 FEET
 KQ0429'HIGHER THAN THE STATION MARK.
 KQ0429'
 KQ0429'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NEW PASS 1958
 KQ0429'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 6 FEET LONG
 KQ0429'AND 4 FEET WIDE PROJECTING 6 INCHES ABOVE THE SURROUNDING
 KQ0429'SURFACE.  THE MARK IS ABOUT 20 FEET WEST OF THE HIGHEST POINT
 KQ0429'IN A SADDLE AND ABOUT 30 FEET NORTHWEST OF A 3-FOOT CAIRN.
 KQ0429'
 KQ0429'THE N.P.D. CAIRN IS A ROCK CAIRN ABOUT 4 FEET HIGH BUILT OVER AN
 KQ0429'X IN SOLID CAP ROCK.
 KQ0429
 KQ0429                          STATION RECOVERY (1967)
 KQ0429
 KQ0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KQ0429'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-1, STATION 1013.
 KQ0429'REACHED BY HELICOPTER. STATION MARK--A STANDARD DISK STAMPED---NEW
 KQ0429'PASS 1958---, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0430 ***********************************************************************
 KQ0430  DESIGNATION -  NEW PASS CAIRN
 KQ0430  PID         -  KQ0430
 KQ0430  STATE/COUNTY-  NV/LANDER
 KQ0430  USGS QUAD   -  NEW PASS PEAK (1980)
 KQ0430
 KQ0430                         *CURRENT SURVEY CONTROL
 KQ0430  ___________________________________________________________________
 KQ0430* NAD 83(1994)-  39 38 51.15946(N)    117 29 00.92102(W)     ADJUSTED  
 KQ0430* NAVD 88     -      2745.3    (meters)    9007.     (feet)  VERTCON   
 KQ0430  ___________________________________________________________________
 KQ0430  LAPLACE CORR-           7.14  (seconds)                    DEFLEC99
 KQ0430  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 KQ0430
 KQ0430  HORZ ORDER  -  SECOND
 KQ0430
 KQ0430.The horizontal coordinates were established by classical geodetic methods
 KQ0430.and adjusted by the National Geodetic Survey in June 1998..
 KQ0430
 KQ0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0430
 KQ0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0430
 KQ0430.The geoid height was determined by GEOID03.
 KQ0430
 KQ0430;                    North         East     Units Scale Factor Converg.
 KQ0430;SPC NV C     - 6,543,801.679   429,889.064   MT  0.99996050   -0 31 16.6
 KQ0430;SPC NV C     -21,469,122.68  1,410,394.37   sFT  0.99996050   -0 31 16.6
 KQ0430;SPC NV W     - 4,544,060.754   894,384.095   MT  1.00000964   +0 42 06.3
 KQ0430;SPC NV W     -14,908,305.99  2,934,325.15   sFT  1.00000964   +0 42 06.3
 KQ0430;UTM  11      - 4,388,750.998   458,509.435   MT  0.99962119   -0 18 30.8
 KQ0430
 KQ0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0430!SPC NV C     -   0.99957295  x   0.99996050  =   0.99953347
 KQ0430!SPC NV W     -   0.99957295  x   1.00000964  =   0.99958259
 KQ0430!UTM  11      -   0.99957295  x   0.99962119  =   0.99919430
 KQ0430
 KQ0430                          SUPERSEDED SURVEY CONTROL
 KQ0430
 KQ0430  NAD 83(1986)-  39 38 51.16366(N)    117 29 00.90867(W) AD(       ) 2
 KQ0430  NAD 27      -  39 38 51.44700(N)    117 28 57.52800(W) AD(       ) 2
 KQ0430  NGVD 29 (07/19/86) 2744.0    (m)         9003.     (f) VERT ANG       
 KQ0430
 KQ0430.Superseded values are not recommended for survey control.
 KQ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0430.See file dsdata.txt to determine how the superseded data were derived.
 KQ0430
 KQ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD5850988751(NAD 83)
 KQ0430_MARKER: 72 = CAIRN
 KQ0430
 KQ0430  HISTORY     - Date     Condition        Report By
 KQ0430  HISTORY     - 1954     FIRST OBSERVED   CGS
 KQ0430
 KQ0430                          STATION DESCRIPTION
 KQ0430
 KQ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LB)
 KQ0430'STATION POINT IS X ON SOLID CAP ROCK, A ROCK CAIRN 5 FT.
 KQ0430'IN HEIGHT CENTERED OVER POINT.  LOCATED ON HIGH POINT OF
 KQ0430'HIGHEST PEAK IN NEW PASS MINING AREA, PEAK IS ABOUT 20 MILES
 KQ0430'AIRLINE DISTANT ON APPROXIMATE BEARING OF N67W FROM AUSTIN
 KQ0430'NEVADA.
 KQ0430'
 KQ0430'NOTE.  THERE IS ANOTHER CAIRN ON THIS PEAK ABOUT 75 FT.
 KQ0430'EASTERLY AND SLIGHTLY LOWER THAN STATION CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0694 ***********************************************************************
 LQ0694  DESIGNATION -  NEW ROAD
 LQ0694  PID         -  LQ0694
 LQ0694  STATE/COUNTY-  NV/ELKO
 LQ0694  USGS QUAD   -  LAMOILLE (1990)
 LQ0694
 LQ0694                         *CURRENT SURVEY CONTROL
 LQ0694  ___________________________________________________________________
 LQ0694* NAD 83(1994)-  40 43 21.12201(N)    115 29 45.90449(W)     ADJUSTED  
 LQ0694* NAVD 88     -      1807.4    (meters)    5930.     (feet)  VERTCON   
 LQ0694  ___________________________________________________________________
 LQ0694  LAPLACE CORR-           7.34  (seconds)                    DEFLEC99
 LQ0694  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 LQ0694
 LQ0694  HORZ ORDER  -  SECOND
 LQ0694
 LQ0694.The horizontal coordinates were established by classical geodetic methods
 LQ0694.and adjusted by the National Geodetic Survey in June 1998..
 LQ0694
 LQ0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0694
 LQ0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0694
 LQ0694.The geoid height was determined by GEOID03.
 LQ0694
 LQ0694;                    North         East     Units Scale Factor Converg.
 LQ0694;SPC NV E     - 8,662,839.381   207,370.651   MT  0.99990067   +0 03 24.9
 LQ0694;SPC NV E     -28,421,332.20    680,348.54   sFT  0.99990067   +0 03 24.9
 LQ0694;UTM  11      - 4,509,044.071   627,012.710   MT  0.99979857   +0 58 52.6
 LQ0694
 LQ0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0694!SPC NV E     -   0.99971943  x   0.99990067  =   0.99962013
 LQ0694!UTM  11      -   0.99971943  x   0.99979857  =   0.99951806
 LQ0694
 LQ0694                          SUPERSEDED SURVEY CONTROL
 LQ0694
 LQ0694  NAD 83(1986)-  40 43 21.12697(N)    115 29 45.89919(W) AD(       ) 2
 LQ0694  NAD 27      -  40 43 21.38700(N)    115 29 42.68100(W) AD(       ) 2
 LQ0694  NGVD 29 (03/11/99) 1806.2    (m)         5926.     (f) VERT ANG       
 LQ0694
 LQ0694.Superseded values are not recommended for survey control.
 LQ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0694.See file dsdata.txt to determine how the superseded data were derived.
 LQ0694
 LQ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF2701309044(NAD 83)
 LQ0694_MARKER: DS = TRIANGULATION STATION DISK
 LQ0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0694+STABILITY: SURFACE MOTION
 LQ0694
 LQ0694  HISTORY     - Date     Condition        Report By
 LQ0694  HISTORY     - 1947     MONUMENTED       CGS
 LQ0694  HISTORY     - 1961     GOOD             NVDH
 LQ0694  HISTORY     - 1961     GOOD             USGS
 LQ0694  HISTORY     - 1970     GOOD             NVDH
 LQ0694
 LQ0694                          STATION DESCRIPTION
 LQ0694
 LQ0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0694'THE STATION IS A CONCRETE NEVADA DEPARTMENT OF HIGHWAYS RIGHT
 LQ0694'OF WAY MONUMENT.
 LQ0694'
 LQ0694'FROM THE POST OFFICE IN LAMOILLE GO W. ON THE MAIN OILED ROAD
 LQ0694'FOR 1.04 MILES TO THE STATION WHICH IS 25 FEET N. OF THE CENTERLINE
 LQ0694'OF THE ROADWAY.
 LQ0694
 LQ0694                          STATION RECOVERY (1961)
 LQ0694
 LQ0694'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1961
 LQ0694'STATION RECOVERED IN GOOD CONDITION.
 LQ0694
 LQ0694                          STATION RECOVERY (1961)
 LQ0694
 LQ0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LQ0694'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-1 STATION 1008.
 LQ0694'STATION MARK--SQUARE ALUMINUM TAG MARKED---L 753---IN A NEVADA
 LQ0694'DEPARTMENT OF HIGHWAY RIGHT OF WAY MONUMENT.
 LQ0694
 LQ0694                          STATION RECOVERY (1970)
 LQ0694
 LQ0694'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1970
 LQ0694'LOCATED ABOUT 16 MI SE OF ELKO, ABOUT 16 MI SSE OF HALLECK, AND
 LQ0694'ABOUT 1 MILE SW OF LAMOILLE.  NEAR HIGHWAY CURVE AND NEAR TOP
 LQ0694'OF RIDGE.
 LQ0694'
 LQ0694'TO REACH FROM P.O. IN LAMOILLE, PROCEED SW ON ASPHALT HIGHWAY
 LQ0694'TOWARD ELKO FOR 1.05 MI. TO A POINT JUST WEST OF CREST OF
 LQ0694'LOW RIDGE AND STATION ON THE RIGHT.
 LQ0694'
 LQ0694'STATION IS 30 FT. NORTH OF HIGHWAY CENTERLINE, 0.5 FT NORTH
 LQ0694'OF RIGHT-OF-WAY FENCE, 4 FT. WEST OF CORNER FENCE POST WITH
 LQ0694'BRACE AND SQUARE ALUMINUM TAG STAMPED L 753, 1.2 FT E OF
 LQ0694'JUNIPER FENCE POST AND ABOUT 50 FT. EAST OF A WOODEN HEADGATE.
 LQ0694'ABOUT 2 FT BELOW ROAD SURFACE AND PROJECTING ABOUT 0.5 FT.
 LQ0694'STA MK A G X6 CONCRETE POST WITH A PIECE OF 10 GAUGE WIRE
 LQ0694'PROJECTING FROM THE CENER OF TOP, AND AN N INLAID ON SOUTH
 LQ0694'FACE.
 LQ0694'
 LQ0694'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--FROM THE
 LQ0694'P.O. IN LAMOILLE GO W ON THE MAIN OILED RD FOR 1.04 MI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0407 ***********************************************************************
 KP0407  DESIGNATION -  NEWARK
 KP0407  PID         -  KP0407
 KP0407  STATE/COUNTY-  NV/WHITE PINE
 KP0407  USGS QUAD   -  PANCAKE SUMMIT (1990)
 KP0407
 KP0407                         *CURRENT SURVEY CONTROL
 KP0407  ___________________________________________________________________
 KP0407* NAD 83(1994)-  39 28 44.60496(N)    115 44 41.17234(W)     ADJUSTED  
 KP0407* NAVD 88     -      1796.2    (meters)    5893.     (feet)  VERTCON   
 KP0407  ___________________________________________________________________
 KP0407  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 KP0407  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 KP0407
 KP0407  HORZ ORDER  -  FIRST
 KP0407
 KP0407.The horizontal coordinates were established by classical geodetic methods
 KP0407.and adjusted by the National Geodetic Survey in June 1998..
 KP0407
 KP0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0407
 KP0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0407
 KP0407.The geoid height was determined by GEOID03.
 KP0407
 KP0407;                    North         East     Units Scale Factor Converg.
 KP0407;SPC NV E     - 8,524,790.540   186,111.491   MT  0.99990237   -0 06 09.5
 KP0407;SPC NV E     -27,968,416.96    610,600.78   sFT  0.99990237   -0 06 09.5
 KP0407;UTM  11      - 4,370,692.171   607,957.485   MT  0.99974349   +0 47 53.3
 KP0407
 KP0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0407!SPC NV E     -   0.99972152  x   0.99990237  =   0.99962392
 KP0407!UTM  11      -   0.99972152  x   0.99974349  =   0.99946508
 KP0407
 KP0407|---------------------------------------------------------------------|
 KP0407| PID    Reference Object                     Distance      Geod. Az  |
 KP0407|                                                           dddmmss.s |
 KP0407| DD5523 NEWARK RM 1                          14.954 METERS 08117     |
 KP0407| DD5524 NEWARK RM 2                          12.962 METERS 18220     |
 KP0407| KP0434 NEWARK SMELTER STACK                APPROX. 7.5 KM 3341850.0 |
 KP0407|---------------------------------------------------------------------|
 KP0407
 KP0407                          SUPERSEDED SURVEY CONTROL
 KP0407
 KP0407  NAD 83(1986)-  39 28 44.60149(N)    115 44 41.17115(W) AD(       ) 1
 KP0407  NAD 27      -  39 28 44.85300(N)    115 44 37.99900(W) AD(       ) 1
 KP0407  NGVD 29 (07/19/86) 1795.0    (m)         5889.     (f) VERT ANG       
 KP0407
 KP0407.Superseded values are not recommended for survey control.
 KP0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0407.See file dsdata.txt to determine how the superseded data were derived.
 KP0407
 KP0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD0795770692(NAD 83)
 KP0407_MARKER: DS = TRIANGULATION STATION DISK
 KP0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0407
 KP0407  HISTORY     - Date     Condition        Report By
 KP0407  HISTORY     - 1938     MONUMENTED       CGS
 KP0407  HISTORY     - 1939     GOOD             CGS
 KP0407  HISTORY     - 1949     GOOD             CGS
 KP0407
 KP0407                          STATION DESCRIPTION
 KP0407
 KP0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (ACT)
 KP0407'STATION IS LOCATED 12 FEET N OF A DESERT ROAD IN NEWARK
 KP0407'VALLEY, ABOUT 1-1/2 MILES W OF THE BASE OF THE MOST NORTHERN
 KP0407'RIDGE IN THE PANCAKE MOUNTAINS.
 KP0407'
 KP0407'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 KP0407'IN CONCRETE.
 KP0407'
 KP0407'STATION IS MARKED BY A STANDARD DISK SET IN A SQUARE BLOCK
 KP0407'OF CONCRETE PROJECTING ABOUT 4 INCHES ABOVE THE GROUND, STAMPED
 KP0407'NEWARK 1938.
 KP0407'
 KP0407'REFERENCE MARKS ARE STANDARD MARKS SET IN A CONCRETE BLOCK
 KP0407'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND, STAMPED NEWARK NO. 1,
 KP0407'1938 AND NEWARK NO. 2, 1938.
 KP0407'
 KP0407'STATION IS REACHED FROM EUREKA BY GOING S AND E ON U.S. HIGHWAY
 KP0407'NO. 50 FOR 14.0 MILES TO A WELL GRADED DIRT ROAD.  TURN LEFT
 KP0407'ON DIRT ROAD AND FOLLOW MAIN-TRAVELED ROAD FOR 14.0 MILES TO
 KP0407'THE BAILE RANCH AND SIGN READING, ELY 68 MILES AND FORKS.
 KP0407'TAKE RIGHT FORK AND GO 5.3 MILES TO A SIGN ON THE RIGHT SIDE
 KP0407'OF THE ROAD READING, PLAZA GARAGE ACCESSORIES.  TURN RIGHT ON
 KP0407'DIM ROAD AND GO 1.4 MILES TO STATION.
 KP0407
 KP0407                          STATION RECOVERY (1939)
 KP0407
 KP0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 KP0407'STATION IS 14.0 MILES, AIRLINE, E OF EUREKA, AND ABOUT 5.0 MILES,
 KP0407'AIRLINE, N OF U.S. HIGHWAY NO. 50.  ABOUT 1.5 MILES W OF THE
 KP0407'BASE OF THE MOST NORTHERLY RIDGE IN THE PANCAKE MOUNTAINS, ON
 KP0407'THE DESERT IN NEWARK VALLEY 12 FEET N OF A DESERT ROAD.
 KP0407'
 KP0407'STATION MARK IS IN A 10-INCH SQUARE BLOCK OF CONCRETE PROJECTING
 KP0407'4 INCHES AND IS A STANDARD DISK STAMPED, NEWARK 1938.
 KP0407'
 KP0407'REFERENCE MARK NO. 1 IS IN A 10-INCH SQUARE BLOCK OF CONCRETE
 KP0407'PROJECTING 6 INCHES AND IS A STANDARD DISK STAMPED, NEWARK 1
 KP0407'1938.  THE SAME LEVEL AS THE STATION.  REFERENCE MARK NO. 2 IS
 KP0407'IN A 10-INCH SQUARE BLOCK OF CONCRETE PROJECTING 6 INCHES
 KP0407'AND IS A STANDARD DISK STAMPED, NEWARK 2 1938.  AT THE SAME
 KP0407'LEVEL AS THE STATION.
 KP0407'
 KP0407'AZIMUTH MARK IS IN THE CENTER OF THE TOP OF THE BRICK SMOKE-STACK
 KP0407'AT THE NEWARK SMELTER.
 KP0407'
 KP0407'ALL MARKS ARE IN GOOD CONDITION.
 KP0407'
 KP0407'A 4 X 4-INCH REDWOOD POST, PAINTED WHITE, IS SET 1.525 METERS
 KP0407'(5.00 FEET), SSE OF THE STATION.  STAKE SET IN 1939.
 KP0407'
 KP0407'TO REACH FROM EUREKA DRIVE E ON U.S. HIGHWAY NO. 50, GO 14.0
 KP0407'MILES.  TURN LEFT OFF THE HIGHWAY INTO A GRADED ROAD, GO 5.0
 KP0407'MILES.  TAKE RIGHT FORK AT A TELEPHONE LINE, CROSS STREAM,
 KP0407'GO 2.5 MILES.  TURN RIGHT AT A DIM CROSSROADS AND FOLLOW ROAD
 KP0407'EASTERLY PAST THE S END OF A DETACHED BUTTE, GO 0.4 MILE.
 KP0407'CONTINUE E ON RIGHT FORK, GO 2.1 MILES TO STATION.
 KP0407
 KP0407                          STATION RECOVERY (1949)
 KP0407
 KP0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GES)
 KP0407'STATION FOUND AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 KP0407'ROUTE TO STATION AS WRITTEN IN 1938 IS NOW OBSOLETE DUE TO
 KP0407'CONSTRUCTION OF NEW HIGHWAY.
 KP0407'
 KP0407'STATION REACHED FROM EUREKA BY GOING S AND E ON U.S. HIGHWAY
 KP0407'50 FOR 15.9 MILES TO JUNCTION OF A NEW GRADED AND GRAVELED HIGHWAY
 KP0407'LEADING N.  TURN LEFT AND GO N ON NEW ROAD 8.0 MILES.  TURN
 KP0407'RIGHT OFF GRADED ROAD, AND FOLLOW OLD TRACK ROAD E AROUND THE S
 KP0407'END OF A DETACHED BUTTE 2.7 MILES TO STATION ON N SIDE OF OLD
 KP0407'ROAD.  OLD ROAD IS BADLY WASHED.  A CROSS-TARGET SIGNAL IS CENTERED
 KP0407'OVER THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0434 ***********************************************************************
 KP0434  DESIGNATION -  NEWARK SMELTER STACK
 KP0434  PID         -  KP0434
 KP0434  STATE/COUNTY-  NV/WHITE PINE
 KP0434  USGS QUAD   -  DIAMOND PEAK (1990)
 KP0434
 KP0434                         *CURRENT SURVEY CONTROL
 KP0434  ___________________________________________________________________
 KP0434* NAD 83(1994)-  39 32 24.54668(N)    115 46 57.81114(W)     ADJUSTED  
 KP0434* NAVD 88     -                                                        
 KP0434  ___________________________________________________________________
 KP0434  LAPLACE CORR-          -8.17  (seconds)                    DEFLEC99
 KP0434  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 KP0434
 KP0434  HORZ ORDER  -  THIRD
 KP0434
 KP0434.The horizontal coordinates were established by classical geodetic methods
 KP0434.and adjusted by the National Geodetic Survey in June 1998..
 KP0434
 KP0434
 KP0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0434
 KP0434.The geoid height was determined by GEOID03.
 KP0434
 KP0434;                    North         East     Units Scale Factor Converg.
 KP0434;SPC NV E     - 8,531,579.485   182,861.193   MT  0.99990362   -0 07 37.0
 KP0434;SPC NV E     -27,990,690.36    599,937.10   sFT  0.99990362   -0 07 37.0
 KP0434;UTM  11      - 4,377,428.040   604,601.341   MT  0.99973471   +0 46 30.0
 KP0434
 KP0434                          SUPERSEDED SURVEY CONTROL
 KP0434
 KP0434  NAD 83(1986)-  39 32 24.54328(N)    115 46 57.80989(W) AD(       ) 4
 KP0434  NAD 27      -  39 32 24.79800(N)    115 46 54.62900(W) AD(       ) 3
 KP0434
 KP0434.Superseded values are not recommended for survey control.
 KP0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0434.See file dsdata.txt to determine how the superseded data were derived.
 KP0434
 KP0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPD0460177428(NAD 83)
 KP0434_MARKER: 63 = STACK
 KP0434
 KP0434  HISTORY     - Date     Condition        Report By
 KP0434  HISTORY     - 1938     FIRST OBSERVED   CGS
 KP0434
 KP0434                          STATION DESCRIPTION
 KP0434
 KP0434'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1136 ***********************************************************************
 FS1136  DESIGNATION -  NEWBERRY
 FS1136  PID         -  FS1136
 FS1136  STATE/COUNTY-  NV/CLARK
 FS1136  USGS QUAD   -  JUNIPER MINE (1984)
 FS1136
 FS1136                         *CURRENT SURVEY CONTROL
 FS1136  ___________________________________________________________________
 FS1136* NAD 83(1994)-  35 07 34.18549(N)    114 46 40.35053(W)     ADJUSTED  
 FS1136* NAVD 88     -       879.     (meters)    2884.     (feet)  SCALED    
 FS1136  ___________________________________________________________________
 FS1136  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FS1136  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FS1136
 FS1136  HORZ ORDER  -  THIRD
 FS1136
 FS1136.The horizontal coordinates were established by classical geodetic methods
 FS1136.and adjusted by the National Geodetic Survey in June 1998..
 FS1136
 FS1136.The orthometric height was scaled from a topographic map.
 FS1136
 FS1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1136
 FS1136.The geoid height was determined by GEOID03.
 FS1136
 FS1136;                    North         East     Units Scale Factor Converg.
 FS1136;SPC NV E     - 8,042,024.001   273,409.249   MT  0.99996639   +0 27 48.5
 FS1136;SPC NV E     -26,384,540.41    897,010.18   sFT  0.99996639   +0 27 48.5
 FS1136;SPC CA 5     -   685,090.813 2,293,622.805   MT  0.99994349   +1 50 11.9
 FS1136;SPC CA 5     - 2,247,668.78  7,524,994.15   sFT  0.99994349   +1 50 11.9
 FS1136;UTM  11      - 3,889,293.999   702,478.140   MT  1.00010529   +1 16 44.4
 FS1136
 FS1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1136!SPC NV E     -   0.99986675  x   0.99996639  =   0.99983314
 FS1136!SPC CA 5     -   0.99986675  x   0.99994349  =   0.99981024
 FS1136!UTM  11      -   0.99986675  x   1.00010529  =   0.99997202
 FS1136
 FS1136:                Primary Azimuth Mark                     Grid Az
 FS1136:SPC NV E     -  T 137                                    206 18 30.0
 FS1136:SPC CA 5     -  T 137                                    204 56 06.6
 FS1136:UTM  11      -  T 137                                    205 29 34.1
 FS1136
 FS1136|---------------------------------------------------------------------|
 FS1136| PID    Reference Object                     Distance      Geod. Az  |
 FS1136|                                                           dddmmss.s |
 FS1136| FS1147 T 137                               APPROX. 0.8 KM 2064618.5 |
 FS1136|---------------------------------------------------------------------|
 FS1136
 FS1136                          SUPERSEDED SURVEY CONTROL
 FS1136
 FS1136  NAD 83(1992)-  35 07 34.18549(N)    114 46 40.35053(W) AD(1991.35) 3
 FS1136  NAD 83(1992)-  35 07 34.18543(N)    114 46 40.35056(W) AD(       ) 3
 FS1136  NAD 83(1986)-  35 07 34.19354(N)    114 46 40.34675(W) AD(       ) 3
 FS1136  NAD 27      -  35 07 34.23400(N)    114 46 37.49300(W) AD(       ) 3
 FS1136
 FS1136.Superseded values are not recommended for survey control.
 FS1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1136.See file dsdata.txt to determine how the superseded data were derived.
 FS1136
 FS1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU0247889294(NAD 83)
 FS1136_MARKER: H = DRILL HOLE
 FS1136_SETTING: 66 = SET IN ROCK OUTCROP
 FS1136_SP_SET: SET IN BEDROCK
 FS1136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FS1136+STABILITY: POSITION/ELEVATION WELL
 FS1136
 FS1136  HISTORY     - Date     Condition        Report By
 FS1136  HISTORY     - 1898     MONUMENTED       CGS
 FS1136
 FS1136                          STATION DESCRIPTION
 FS1136
 FS1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (CHS)
 FS1136'STATION IS ON THE NE SIDE OF THE SUMMIT, IN THE SECOND MASS
 FS1136'OF ROCKY PEAKS NEAR THE SUMMIT.  A DRILL HOLE MARKS THE POINT
 FS1136'WHICH IS NOT ON THE VERY HIGHEST PLACE BUT ON A FLAT SURFACE,
 FS1136'SO THAT THE INSTRUMENT COULD BE SET OVER IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0426 ***********************************************************************
 KP0426  DESIGNATION -  NEWHUNT
 KP0426  PID         -  KP0426
 KP0426  STATE/COUNTY-  NV/WHITE PINE
 KP0426  USGS QUAD   -  COLD CREEK RANCH NW (1990)
 KP0426
 KP0426                         *CURRENT SURVEY CONTROL
 KP0426  ___________________________________________________________________
 KP0426* NAD 83(1994)-  39 52 56.53671(N)    115 43 57.86691(W)     ADJUSTED  
 KP0426* NAVD 88     -      1900.78   (+/-2cm)    6236.1    (feet)  VERTCON   
 KP0426  ___________________________________________________________________
 KP0426  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 KP0426  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 KP0426
 KP0426  HORZ ORDER  -  FIRST
 KP0426  VERT ORDER  -  THIRD ? (See Below)
 KP0426
 KP0426.The horizontal coordinates were established by classical geodetic methods
 KP0426.and adjusted by the National Geodetic Survey in June 1998..
 KP0426
 KP0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0426.The vertical order pertains to the NGVD 29 superseded value.
 KP0426
 KP0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0426
 KP0426.The geoid height was determined by GEOID03.
 KP0426
 KP0426;                    North         East     Units Scale Factor Converg.
 KP0426;SPC NV E     - 8,569,563.698   187,220.930   MT  0.99990201   -0 05 44.9
 KP0426;SPC NV E     -28,115,310.23    614,240.67   sFT  0.99990201   -0 05 44.9
 KP0426;UTM  11      - 4,415,470.180   608,359.838   MT  0.99974455   +0 48 45.6
 KP0426
 KP0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0426!SPC NV E     -   0.99970502  x   0.99990201  =   0.99960706
 KP0426!UTM  11      -   0.99970502  x   0.99974455  =   0.99944965
 KP0426
 KP0426:                Primary Azimuth Mark                     Grid Az
 KP0426:SPC NV E     -  BALD MTN                                 057 52 37.8
 KP0426:UTM  11      -  BALD MTN                                 056 58 07.3
 KP0426
 KP0426|---------------------------------------------------------------------|
 KP0426| PID    Reference Object                     Distance      Geod. Az  |
 KP0426|                                                           dddmmss.s |
 KP0426| KP0424 BALD MTN                            APPROX.17.3 KM 0574652.9 |
 KP0426| DD5526 NEWHUNT RM 1                         12.418 METERS 17703     |
 KP0426| DD5527 NEWHUNT RM 2                         10.840 METERS 29002     |
 KP0426| DD5525 NEWHUNT AZ MK                                      3443919.9 |
 KP0426|---------------------------------------------------------------------|
 KP0426
 KP0426                          SUPERSEDED SURVEY CONTROL
 KP0426
 KP0426  NAD 83(1986)-  39 52 56.53517(N)    115 43 57.86333(W) AD(       ) 1
 KP0426  NAD 27      -  39 52 56.79100(N)    115 43 54.67700(W) AD(       ) 1
 KP0426  NGVD 29 (07/19/86) 1899.53   (m)         6232.0    (f) LEVELING    3  
 KP0426
 KP0426.Superseded values are not recommended for survey control.
 KP0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0426.See file dsdata.txt to determine how the superseded data were derived.
 KP0426
 KP0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPE0836015470(NAD 83)
 KP0426_MARKER: DS = TRIANGULATION STATION DISK
 KP0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KP0426
 KP0426  HISTORY     - Date     Condition        Report By
 KP0426  HISTORY     - 1947     MONUMENTED       CGS
 KP0426
 KP0426                          STATION DESCRIPTION
 KP0426
 KP0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 KP0426'STATION IS ABOUT 36 MILES N AND E OF EUREKA ON THE DIVIDE
 KP0426'BETWEEN THE NEWARK AND HUNTINGTON VALLEYS, ABOUT 2-1/2 MILES
 KP0426'N OF THE COLD CREEK RANCH.
 KP0426'
 KP0426'STATION MARK IS A STANDARD DISK SET IN A CONCRETE BLOCK AND
 KP0426'STAMPED NEWHUNT 1947.  IT IS ABOUT 48 FEET W OF THE CENTERLINE
 KP0426'OF THE ROAD AND IT PROJECTS ABOUT 2 INCHES ABOVE GROUND
 KP0426'LEVEL.
 KP0426'
 KP0426'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN A BLOCK OF CONCRETE
 KP0426'AND STAMPED NEWHUNT NO 1 1947.  IT IS ABOUT 41 FEET S OF THE
 KP0426'STATION AND PROJECTS ABOUT 2 INCHES.
 KP0426'
 KP0426'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN A BLOCK OF CONCRETE
 KP0426'AND STAMPED NEWHUNT NO 2 1947.  IT IS ABOUT 36 FEET NW OF THE
 KP0426'STATION AND PROJECTS ABOUT 1 INCH.
 KP0426'
 KP0426'AZIMUTH MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE
 KP0426'AND STAMPED NEWHUNT 1947.  IT IS ABOUT 36 FEET W OF THE
 KP0426'CENTERLINE AND PROJECTS ABOUT 3 INCHES, IT IS ABOUT 0.17 MILE
 KP0426'N OF THE STATION AND ABOUT THE CENTER OF A LOW FLAT RIDGE.
 KP0426'
 KP0426'TO REACH FROM SIMONSEN (COLD CREEK RANCH) GO N ON THE GRAVELED
 KP0426'ROAD FROM THE MAIN GATE FOR 2.1 MILE TO A FORK, KEEP STRAIGHT
 KP0426'AHEAD FOR 1.1 MILE TO THE TOP OF THE DIVIDE AND STATION AS
 KP0426'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1215 ***********************************************************************
 KR1215  DESIGNATION -  NEWLANDS
 KR1215  PID         -  KR1215
 KR1215  STATE/COUNTY-  NV/WASHOE
 KR1215  USGS QUAD   -  RENO (1982)
 KR1215
 KR1215                         *CURRENT SURVEY CONTROL
 KR1215  ___________________________________________________________________
 KR1215* NAD 83(1994)-  39 31 07.36993(N)    119 49 27.43803(W)     ADJUSTED  
 KR1215* NAVD 88     -      1396.135  (meters)    4580.49   (feet)  ADJUSTED  
 KR1215  ___________________________________________________________________
 KR1215  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 KR1215  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 KR1215  DYNAMIC HT  -        1394.857 (meters)    4576.29  (feet)  COMP
 KR1215  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 KR1215
 KR1215  HORZ ORDER  -  FIRST
 KR1215  VERT ORDER  -  FIRST     CLASS II
 KR1215
 KR1215.The horizontal coordinates were established by classical geodetic methods
 KR1215.and adjusted by the National Geodetic Survey in June 1998..
 KR1215
 KR1215.The orthometric height was determined by differential leveling
 KR1215.and adjusted by the National Geodetic Survey in June 1991..
 KR1215
 KR1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1215
 KR1215.The geoid height was determined by GEOID03.
 KR1215
 KR1215.The dynamic height is computed by dividing the NAVD 88
 KR1215.geopotential number by the normal gravity value computed on the
 KR1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1215.degrees latitude (g = 980.6199 gals.).
 KR1215
 KR1215.The modeled gravity was interpolated from observed gravity values.
 KR1215
 KR1215;                    North         East     Units Scale Factor Converg.
 KR1215;SPC NV W     - 4,529,915.919   693,298.912   MT  1.00004013   -0 47 23.0
 KR1215;SPC NV W     -14,861,899.14  2,274,598.18   sFT  1.00004013   -0 47 23.0
 KR1215;SPC CA 2     -   707,829.749 2,187,061.726   MT  0.99994331   +1 22 18.2
 KR1215;SPC CA 2     - 2,322,271.43  7,175,385.01   sFT  0.99994331   +1 22 18.2
 KR1215;UTM  11      - 4,378,150.747   257,216.705   MT  1.00032578   -1 47 53.0
 KR1215
 KR1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1215!SPC NV W     -   0.99978478  x   1.00004013  =   0.99982490
 KR1215!SPC CA 2     -   0.99978478  x   0.99994331  =   0.99972810
 KR1215!UTM  11      -   0.99978478  x   1.00032578  =   1.00011049
 KR1215
 KR1215|---------------------------------------------------------------------|
 KR1215| PID    Reference Object                     Distance      Geod. Az  |
 KR1215|                                                           dddmmss.s |
 KR1215| KR1216 NEWLANDS RM 1                        11.122 METERS 19828     |
 KR1215| KR1719 FERRIS                              APPROX. 2.4 KM 2035258.5 |
 KR1215| KR1214 15                                  417.506 METERS 2070918.5 |
 KR1215| KR1217 NEWLANDS RM 2                        12.573 METERS 24938     |
 KR1215| KR1770 KOYA SOUTH RADIO TOWER              APPROX. 0.9 KM 2775210.1 |
 KR1215| KR1212 15 1                                226.173 METERS 30729     |
 KR1215|---------------------------------------------------------------------|
 KR1215
 KR1215                          SUPERSEDED SURVEY CONTROL
 KR1215
 KR1215  NAD 83(1992)-  39 31 07.37269(N)    119 49 27.43177(W) AD(       ) 1
 KR1215  NAD 83(1986)-  39 31 07.37149(N)    119 49 27.42523(W) AD(       ) 1
 KR1215  NAD 27      -  39 31 07.69300(N)    119 49 23.73600(W) AD(       ) 1
 KR1215  NGVD 29 (??/??/92) 1395.052  (m)         4576.93   (f) ADJ UNCH    1 2
 KR1215
 KR1215.Superseded values are not recommended for survey control.
 KR1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1215.See file dsdata.txt to determine how the superseded data were derived.
 KR1215
 KR1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5721778151(NAD 83)
 KR1215_MARKER: DS = TRIANGULATION STATION DISK
 KR1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1215_STAMPING: NEWLANDS 1946
 KR1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1215+STABILITY: SURFACE MOTION
 KR1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1215+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 KR1215
 KR1215  HISTORY     - Date     Condition        Report By
 KR1215  HISTORY     - 1946     MONUMENTED       CGS
 KR1215  HISTORY     - 1947     GOOD             NGS
 KR1215  HISTORY     - 1954     SEE DESCRIPTION  CGS
 KR1215  HISTORY     - 20030901 MARK NOT FOUND   USPSQD
 KR1215  HISTORY     - 20040323 GOOD             NVALS
 KR1215
 KR1215                          STATION DESCRIPTION
 KR1215
 KR1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 KR1215'THE STATION IS LOCATED WITHIN THE CITY LIMITS OF RENO, ON THE
 KR1215'WEST SIDE OF NEWLANDS CIRCLE PARK.  IT IS ON A BLUFF NEAR THE
 KR1215'WEST END OF CALIFORNIA AVE, 1/4 MILE SOUTHEAST OF A
 KR1215'HYDRO- ELECTRIC PLANT, AND 0.2 MILE SOUTH OF TRUCKEE RIVER.
 KR1215'
 KR1215'THE STATION MARK IS A STANDARD DISC SET IN THE TOP OF AN
 KR1215'8 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 KR1215'21.65 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A CONCRETE PARAPET,
 KR1215'16.25 FEET NORTHWEST OF A 4 IN X 4 IN WHITE WITNESS POST,
 KR1215'AND IS STAMPED NEWLANDS 1946.
 KR1215'
 KR1215'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL
 KR1215'HOLE IN THE TOP OF THE CONCRETE PARAPET.  IT IS APPROXIMATELY
 KR1215'3 FEET HIGHER THAN THE STATION MARK AND IS STAMPED NEWLANDS
 KR1215'NO 1 1946.
 KR1215'
 KR1215'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 KR1215'IN THE TOP OF WHICH IS 6 FEET BY 4 FEET AND PROJECTS 4-1/2
 KR1215'FEET ABOVE THE SURFACE OF THE GROUND.  IT IS 35 FEET WEST OF
 KR1215'THE PARAPET AND 4-1/2 FEET LOWER THAN THE STATION MARK.  IT
 KR1215'IS STAMPED NEWLANDS NO 2 1946.
 KR1215'
 KR1215'STATION 15- 1 USC AND GS AND SS MAY BE USED FOR AN AZIMUTH MARK
 KR1215'
 KR1215'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH VIRGINIA
 KR1215'AND CALIFORNIA AVENUE IN RENO GO WEST GO WEST TO NEWLANDS PARK AND
 KR1215'STATION.  A DRIVE STATION.
 KR1215
 KR1215                          STATION RECOVERY (1947)
 KR1215
 KR1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 KR1215'IN RENO.
 KR1215'AT RENO, AT NEWLANDS CIRCLE PARK, ON THE WEST EDGE OF A BLUFF ON THE
 KR1215'WEST SIDE OF THE PARK, ABOUT 186 FEET WEST OF THE CENTER OF THE
 KR1215'INTERSECTION OF CALIFORNIA AVENUE AND NEWLANDS CIRCLE, 21.6 FEET WEST
 KR1215'OF THE NORTH END OF A LARGE CONCRETE RETAINING WALL ON THE WEST SIDE
 KR1215'OF THE PARK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 KR1215'ABOVE THE GROUND.  WITNESS POST SET 16.2 FEET SOUTHEAST OF THE
 KR1215'STATION.
 KR1215
 KR1215                          STATION RECOVERY (1954)
 KR1215
 KR1215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WTJ)
 KR1215'AZIMUTH MARK (BM 15-1) DESTROYED, STATION AND R.M.S RECOVERED AS
 KR1215'DESCRIBED.
 KR1215
 KR1215                          STATION RECOVERY (2003)
 KR1215
 KR1215'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KR1215'MARK NOT FOUND.
 KR1215
 KR1215                          STATION RECOVERY (2004)
 KR1215
 KR1215'RECOVERY NOTE BY NEVADA ASSOCIATION OF LAND SURVEYORS 2004 (EAF)
 KR1215'FOUND AS DESCRIBED BY NGS IN 1947, EXCEPT WITNESS POST IS MISSING.
 KR1215'CURRENT DATA SHEET INDICATES MARK NOT FOUND BY US POWER SQUARDON IN
 KR1215'2003.
 KR1215' 
 KR1215'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)  MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1216 ***********************************************************************
 KR1216  DESIGNATION -  NEWLANDS RM 1
 KR1216  PID         -  KR1216
 KR1216  STATE/COUNTY-  NV/WASHOE
 KR1216  USGS QUAD   -  RENO (1982)
 KR1216
 KR1216                         *CURRENT SURVEY CONTROL
 KR1216  ___________________________________________________________________
 KR1216* NAD 83(1986)-  39 31 07.     (N)    119 49 27.     (W)     SCALED    
 KR1216* NAVD 88     -      1397.161  (meters)    4583.85   (feet)  ADJUSTED  
 KR1216  ___________________________________________________________________
 KR1216  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 KR1216  DYNAMIC HT  -        1395.883 (meters)    4579.66  (feet)  COMP
 KR1216  MODELED GRAV-     979,663.9   (mgal)                       NAVD 88
 KR1216
 KR1216  VERT ORDER  -  FIRST     CLASS II
 KR1216
 KR1216.The horizontal coordinates were scaled from a topographic map and have
 KR1216.an estimated accuracy of +/- 6 seconds.
 KR1216
 KR1216.The orthometric height was determined by differential leveling
 KR1216.and adjusted by the National Geodetic Survey in June 1991..
 KR1216
 KR1216.The geoid height was determined by GEOID03.
 KR1216
 KR1216.The dynamic height is computed by dividing the NAVD 88
 KR1216.geopotential number by the normal gravity value computed on the
 KR1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1216.degrees latitude (g = 980.6199 gals.).
 KR1216
 KR1216.The modeled gravity was interpolated from observed gravity values.
 KR1216
 KR1216;                    North         East    Units  Estimated Accuracy
 KR1216;SPC NV W     - 4,529,900.      693,310.      MT  (+/- 180 meters Scaled)
 KR1216
 KR1216                          SUPERSEDED SURVEY CONTROL
 KR1216
 KR1216  NGVD 29 (??/??/92) 1396.079  (m)         4580.30   (f) ADJ UNCH    1 2
 KR1216
 KR1216.Superseded values are not recommended for survey control.
 KR1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1216.See file dsdata.txt to determine how the superseded data were derived.
 KR1216
 KR1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD572781(NAD 83)
 KR1216_MARKER: DR = REFERENCE MARK DISK
 KR1216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KR1216_SP_SET: CULVERT
 KR1216_STAMPING: NEWLANDS NO 1 1946
 KR1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1216+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 KR1216
 KR1216  HISTORY     - Date     Condition        Report By
 KR1216  HISTORY     - 1946     MONUMENTED       CGS
 KR1216  HISTORY     - 1947     GOOD             NGS
 KR1216  HISTORY     - 20040323 GOOD             NVALS
 KR1216
 KR1216                          STATION DESCRIPTION
 KR1216
 KR1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KR1216'IN RENO.
 KR1216'AT RENO, AT NEWLANDS CIRCLE PARK, ON THE WEST EDGE OF A BLUFF ON THE
 KR1216'WEST SIDE OF THE PARK, ABOUT 170 FEET WEST OF THE CENTER OF THE
 KR1216'INTERSECTION OF CALIFORNIA AVENUE AND NEWLANDS CIRCLE, 36.5 FEET SOUTH
 KR1216'OF TRIANGULATION STATION NEWLANDS, SET IN THE TOP OF A LARGE CONCRETE
 KR1216'RETAINING WALL AND 2.8 FEET ABOVE THE GROUND.
 KR1216
 KR1216                          STATION RECOVERY (2004)
 KR1216
 KR1216'RECOVERY NOTE BY NEVADA ASSOCIATION OF LAND SURVEYORS 2004 (EAF)
 KR1216'FOUND AS DESCRIBED BY NGS IN 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1217 ***********************************************************************
 KR1217  DESIGNATION -  NEWLANDS RM 2
 KR1217  PID         -  KR1217
 KR1217  STATE/COUNTY-  NV/WASHOE
 KR1217  USGS QUAD   -  RENO (1982)
 KR1217
 KR1217                         *CURRENT SURVEY CONTROL
 KR1217  ___________________________________________________________________
 KR1217* NAD 83(1986)-  39 31 07.     (N)    119 49 27.     (W)     SCALED    
 KR1217* NAVD 88     -      1394.417  (meters)    4574.85   (feet)  ADJUSTED  
 KR1217  ___________________________________________________________________
 KR1217  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 KR1217  DYNAMIC HT  -        1393.142 (meters)    4570.67  (feet)  COMP
 KR1217  MODELED GRAV-     979,663.9   (mgal)                       NAVD 88
 KR1217
 KR1217  VERT ORDER  -  FIRST     CLASS II
 KR1217
 KR1217.The horizontal coordinates were scaled from a topographic map and have
 KR1217.an estimated accuracy of +/- 6 seconds.
 KR1217
 KR1217.The orthometric height was determined by differential leveling
 KR1217.and adjusted by the National Geodetic Survey in June 1991..
 KR1217
 KR1217.The geoid height was determined by GEOID03.
 KR1217
 KR1217.The dynamic height is computed by dividing the NAVD 88
 KR1217.geopotential number by the normal gravity value computed on the
 KR1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1217.degrees latitude (g = 980.6199 gals.).
 KR1217
 KR1217.The modeled gravity was interpolated from observed gravity values.
 KR1217
 KR1217;                    North         East    Units  Estimated Accuracy
 KR1217;SPC NV W     - 4,529,900.      693,310.      MT  (+/- 180 meters Scaled)
 KR1217
 KR1217                          SUPERSEDED SURVEY CONTROL
 KR1217
 KR1217  NGVD 29 (??/??/92) 1393.335  (m)         4571.30   (f) ADJ UNCH    1 2
 KR1217
 KR1217.Superseded values are not recommended for survey control.
 KR1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1217.See file dsdata.txt to determine how the superseded data were derived.
 KR1217
 KR1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD572781(NAD 83)
 KR1217_MARKER: DR = REFERENCE MARK DISK
 KR1217_SETTING: 66 = SET IN ROCK OUTCROP
 KR1217_SP_SET: SET IN ROCK OUTCROP
 KR1217_STAMPING: NEWLANDS NO 2 1946
 KR1217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KR1217+STABILITY: POSITION/ELEVATION WELL
 KR1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KR1217+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 KR1217
 KR1217  HISTORY     - Date     Condition        Report By
 KR1217  HISTORY     - 1946     MONUMENTED       CGS
 KR1217  HISTORY     - 1947     GOOD             NGS
 KR1217  HISTORY     - 20040323 GOOD             NVALS
 KR1217
 KR1217                          STATION DESCRIPTION
 KR1217
 KR1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KR1217'IN RENO.
 KR1217'AT RENO, AT NEWLANDS CIRCLE PARK, ON THE WEST EDGE OF A BLUFF ON THE
 KR1217'WEST SIDE OF THE PARK, ABOUT 225 FEET WEST OF THE CENTER OF THE
 KR1217'INTERSECTION OF CALIFORNIA AVENUE AND NEWLANDS CIRCLE, 41.2 FEET
 KR1217'SOUTHWEST OF TRIANGULATION STATION NEWLANDS, 34.0 FEET WEST OF A LARGE
 KR1217'CONCRETE RETAINING WALL, SET IN THE TOP OF A LARGE ROCK OUTCROP
 KR1217'PROJECTING 4.5 FEET ABOVE THE GROUND AND ABOUT 4 FEET LOWER THAN
 KR1217'TRIANGULATION STATION NEWLANDS.
 KR1217
 KR1217                          STATION RECOVERY (2004)
 KR1217
 KR1217'RECOVERY NOTE BY NEVADA ASSOCIATION OF LAND SURVEYORS 2004 (EAF)
 KR1217'FOUND AS DESCRIBED BY NGS IN 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0823 ***********************************************************************
 LR0823  DESIGNATION -  NICK
 LR0823  PID         -  LR0823
 LR0823  STATE/COUNTY-  NV/HUMBOLDT
 LR0823  USGS QUAD   -  BROOKS SPRING (1981)
 LR0823
 LR0823                         *CURRENT SURVEY CONTROL
 LR0823  ___________________________________________________________________
 LR0823* NAD 83(1994)-  40 49 13.16185(N)    117 18 02.96353(W)     ADJUSTED  
 LR0823* NAVD 88     -      1421.2    (meters)    4663.     (feet)  VERTCON   
 LR0823  ___________________________________________________________________
 LR0823  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 LR0823  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 LR0823
 LR0823  HORZ ORDER  -  SECOND
 LR0823
 LR0823.The horizontal coordinates were established by classical geodetic methods
 LR0823.and adjusted by the National Geodetic Survey in June 1998..
 LR0823
 LR0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0823
 LR0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0823
 LR0823.The geoid height was determined by GEOID03.
 LR0823
 LR0823;                    North         East     Units Scale Factor Converg.
 LR0823;SPC NV W     - 4,674,485.615   908,187.234   MT  1.00004402   +0 50 18.4
 LR0823;SPC NV W     -15,336,208.22  2,979,610.95   sFT  1.00004402   +0 50 18.4
 LR0823;UTM  11      - 4,518,855.026   474,631.712   MT  0.99960792   -0 11 47.9
 LR0823
 LR0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0823!SPC NV W     -   0.99978031  x   1.00004402  =   0.99982432
 LR0823!UTM  11      -   0.99978031  x   0.99960792  =   0.99938832
 LR0823
 LR0823|---------------------------------------------------------------------|
 LR0823| PID    Reference Object                     Distance      Geod. Az  |
 LR0823|                                                           dddmmss.s |
 LR0823| DB7405 NICK RM 1                             5.165 METERS 02436     |
 LR0823| DB7406 NICK RM 2                            13.510 METERS 16027     |
 LR0823| LR0822 KEMP                                APPROX. 7.0 KM 3092105.2 |
 LR0823|---------------------------------------------------------------------|
 LR0823
 LR0823                          SUPERSEDED SURVEY CONTROL
 LR0823
 LR0823  NAD 83(1986)-  40 49 13.16569(N)    117 18 02.96062(W) AD(       ) 2
 LR0823  NAD 27      -  40 49 13.50920(N)    117 17 59.54930(W) AD(       ) 2
 LR0823  NGVD 29 (07/19/86) 1420.1    (m)         4659.     (f) VERT ANG       
 LR0823
 LR0823.Superseded values are not recommended for survey control.
 LR0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0823.See file dsdata.txt to determine how the superseded data were derived.
 LR0823
 LR0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF7463218855(NAD 83)
 LR0823_MARKER: DS = TRIANGULATION STATION DISK
 LR0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LR0823
 LR0823  HISTORY     - Date     Condition        Report By
 LR0823  HISTORY     - 1958     MONUMENTED       CGS
 LR0823
 LR0823                          STATION DESCRIPTION
 LR0823
 LR0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0823'THE STATION IS 9.5 MILES WEST-SOUTHWEST OF VALMY, 2.5 MILES
 LR0823'SOUTH-SOUTHWEST OF THE RYE GRASS RANCH, 1 MILE SOUTH-SOUTHEAST
 LR0823'OF BROOKS SPRINGS AND 0.8 MILE SOUTH OF A ROAD THAT RUNS
 LR0823'WESTERLY ACROSS THE SOUTHEAST SIDE OF THE VALLEY.  IT IS ON A
 LR0823'LONE DARK COLORED LOW HILL ABOUT 1 MILE NORTH OF THE PROMINENT
 LR0823'MOUNTAINS WHICH FORM THE SOUTHERN BARRIER OF THE VALLEY.
 LR0823'
 LR0823'TO REACH THE STATION FROM VALMY GO NORTHWEST ON U.S. HIGHWAY
 LR0823'40 FOR 5.4 MILES TO A SIDE ROAD LEFT ALONG THE NORTHWEST BASE
 LR0823'OF A LONE BUTTE.  TURN LEFT, SOUTHEAST, AND GO 0.4 MILE TO A
 LR0823'FORK, KEEP THE RIGHT FORK STRAIGHT AHEAD FOR 1.2 MILE TO A
 LR0823'FORK, KEEP THE RIGHT FORK STRAIGHT AHEAD FOR 3.8 MILES.
 LR0823'HERE TURN LEFT AND GO CROSS COUNTRY FOR 0.8 MILE, GOING UP
 LR0823'THE EAST SLOPE OF THE HILL, TO THE STATION SITE ON THE SUMMIT.
 LR0823'
 LR0823'THE STATION MARK IS A STANDARD DISK SET IN A CYLINDRICAL
 LR0823'CONCRETE POST PROJECTING 4 INCHES AND STAMPED NICK 1958.
 LR0823'
 LR0823'REFERENCE MARKS ARE STANDARD DISKS SET IN CEMENT IN DRILL
 LR0823'HOLES IN BOULDERS FLUSH WITH THE SURFACE AND STAMPED NICK
 LR0823'1958, NO 1 AND NO 2 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0918 ***********************************************************************
 HQ0918  DESIGNATION -  NIG
 HQ0918  PID         -  HQ0918
 HQ0918  STATE/COUNTY-  NV/ESMERALDA
 HQ0918  USGS QUAD   -  GOLD POINT SW (1968)
 HQ0918
 HQ0918                         *CURRENT SURVEY CONTROL
 HQ0918  ___________________________________________________________________
 HQ0918* NAD 83(1994)-  37 15 30.32711(N)    117 29 45.82928(W)     ADJUSTED  
 HQ0918* NAVD 88     -      1474.0    (meters)    4836.     (feet)  VERTCON   
 HQ0918  ___________________________________________________________________
 HQ0918  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 HQ0918  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 HQ0918
 HQ0918  HORZ ORDER  -  THIRD
 HQ0918
 HQ0918.The horizontal coordinates were established by classical geodetic methods
 HQ0918.and adjusted by the National Geodetic Survey in June 1998..
 HQ0918
 HQ0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0918
 HQ0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0918
 HQ0918.The geoid height was determined by GEOID03.
 HQ0918
 HQ0918;                    North         East     Units Scale Factor Converg.
 HQ0918;SPC NV W     - 4,278,858.780   896,443.092   MT  1.00001454   +0 39 29.9
 HQ0918;SPC NV W     -14,038,222.51  2,941,080.38   sFT  1.00001454   +0 39 29.9
 HQ0918;SPC CA 4     -   714,662.208 2,133,408.241   MT  1.00000161   +0 53 50.0
 HQ0918;SPC CA 4     - 2,344,687.59  6,999,356.87   sFT  1.00000161   +0 53 50.0
 HQ0918;UTM  11      - 4,123,656.119   456,011.879   MT  0.99962383   -0 18 01.2
 HQ0918
 HQ0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0918!SPC NV W     -   0.99977295  x   1.00001454  =   0.99978748
 HQ0918!SPC CA 4     -   0.99977295  x   1.00000161  =   0.99977456
 HQ0918!UTM  11      -   0.99977295  x   0.99962383  =   0.99939686
 HQ0918
 HQ0918:                Primary Azimuth Mark                     Grid Az
 HQ0918:SPC NV W     -  T 82                                     243 46 11.5
 HQ0918:SPC CA 4     -  T 82                                     243 31 51.4
 HQ0918:UTM  11      -  T 82                                     244 43 42.6
 HQ0918
 HQ0918|---------------------------------------------------------------------|
 HQ0918| PID    Reference Object                     Distance      Geod. Az  |
 HQ0918|                                                           dddmmss.s |
 HQ0918| HQ0940 T 82                                APPROX. 3.7 KM 2442541.4 |
 HQ0918| HQ0922 VON SCHMIDT 388 MI POST             APPROX. 2.8 KM 2560646.0 |
 HQ0918| HQ0925 VON SCHMIDT 387 MI POST             APPROX. 4.0 KM 2761746.9 |
 HQ0918|---------------------------------------------------------------------|
 HQ0918
 HQ0918                          SUPERSEDED SURVEY CONTROL
 HQ0918
 HQ0918  NAD 83(1992)-  37 15 30.32497(N)    117 29 45.82873(W) AD(       ) 3
 HQ0918  NAD 83(1986)-  37 15 30.32617(N)    117 29 45.83209(W) AD(       ) 3
 HQ0918  NAD 27      -  37 15 30.57500(N)    117 29 42.55600(W) AD(       ) 3
 HQ0918  NGVD 29 (07/19/86) 1473.0    (m)         4833.     (f) VERT ANG       
 HQ0918
 HQ0918.Superseded values are not recommended for survey control.
 HQ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0918.See file dsdata.txt to determine how the superseded data were derived.
 HQ0918
 HQ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB5601223656(NAD 83)
 HQ0918_MARKER: H = DRILL HOLE
 HQ0918_SETTING: 80 = SET IN A BOULDER
 HQ0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0918+STABILITY: SURFACE MOTION
 HQ0918
 HQ0918  HISTORY     - Date     Condition        Report By
 HQ0918  HISTORY     - 1895     MONUMENTED       CGS
 HQ0918
 HQ0918                          STATION DESCRIPTION
 HQ0918
 HQ0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 HQ0918'STATION IS ON A SHARP BLACK PEAK (VERY PROMINENT) ABOUT
 HQ0918'1-1/2 MILES S OF THE MOUTH OF TULE CANYON AND ON THE E SIDE
 HQ0918'OF THE UPPER PART OF DEATH VALLEY.  THIS PEAK IS A BLACK LAVA
 HQ0918'ONE AND THERE ARE NO OTHERS LIKE IT S OF TULE CANYON AND NEAR
 HQ0918'DEATH VALLEY.  THERE ARE TWO ROCKY PEAKS ON TOP OF THE MOUNTAIN
 HQ0918'AND THE STATION IS ON THE NW ONE, WHICH IS NOT THE HIGHEST.
 HQ0918'THE PEAK IS COMPOSED OF LARGE LAVA BOULDERS AND STATION IS
 HQ0918'MARKED BY A DRILL HOLE IN ONE OF THEM, A POLE AND CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0593 ***********************************************************************
 LS0593  DESIGNATION -  NIG
 LS0593  PID         -  LS0593
 LS0593  STATE/COUNTY-  NV/PERSHING
 LS0593  USGS QUAD   -  ARABIA (1987)
 LS0593
 LS0593                         *CURRENT SURVEY CONTROL
 LS0593  ___________________________________________________________________
 LS0593* NAD 83(1994)-  40 17 13.85674(N)    118 29 33.46909(W)     ADJUSTED  
 LS0593* NAVD 88     -      1407.3    (meters)    4617.     (feet)  VERTCON   
 LS0593  ___________________________________________________________________
 LS0593  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 LS0593  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 LS0593
 LS0593  HORZ ORDER  -  SECOND
 LS0593
 LS0593.The horizontal coordinates were established by classical geodetic methods
 LS0593.and adjusted by the National Geodetic Survey in June 1998..
 LS0593
 LS0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0593
 LS0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0593
 LS0593.The geoid height was determined by GEOID03.
 LS0593
 LS0593;                    North         East     Units Scale Factor Converg.
 LS0593;SPC NV W     - 4,614,501.180   807,712.166   MT  0.99990073   +0 03 31.1
 LS0593;SPC NV W     -15,139,409.29  2,649,969.00   sFT  0.99990073   +0 03 31.1
 LS0593;UTM  11      - 4,460,701.227   373,122.502   MT  0.99979816   -0 57 55.1
 LS0593
 LS0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0593!SPC NV W     -   0.99978282  x   0.99990073  =   0.99968357
 LS0593!UTM  11      -   0.99978282  x   0.99979816  =   0.99958102
 LS0593
 LS0593|---------------------------------------------------------------------|
 LS0593| PID    Reference Object                     Distance      Geod. Az  |
 LS0593|                                                           dddmmss.s |
 LS0593| DB7408 NIG RM 1                              7.552 METERS 15840     |
 LS0593| LS0580 LOVELOCK MUNICIPAL TANK             APPROX.12.2 KM 1714124.8 |
 LS0593| DB7407 NIG AZ MK                                          2001859.0 |
 LS0593| LS0594 NIG CAIRN                             3.800 METERS 25128     |
 LS0593| DB7409 NIG RM 2                              4.613 METERS 27228     |
 LS0593|---------------------------------------------------------------------|
 LS0593
 LS0593                          SUPERSEDED SURVEY CONTROL
 LS0593
 LS0593  NAD 83(1986)-  40 17 13.86343(N)    118 29 33.46455(W) AD(       ) 2
 LS0593  NAD 27      -  40 17 14.19330(N)    118 29 29.92680(W) AD(       ) 2
 LS0593  NGVD 29 (07/19/86) 1406.3    (m)         4614.     (f) VERT ANG       
 LS0593
 LS0593.Superseded values are not recommended for survey control.
 LS0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0593.See file dsdata.txt to determine how the superseded data were derived.
 LS0593
 LS0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE7312360701(NAD 83)
 LS0593_MARKER: DS = TRIANGULATION STATION DISK
 LS0593_SETTING: 80 = SET IN A BOULDER
 LS0593_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LS0593
 LS0593  HISTORY     - Date     Condition        Report By
 LS0593  HISTORY     - 1957     MONUMENTED       CGS
 LS0593  HISTORY     - 1958     GOOD             CGS
 LS0593
 LS0593                          STATION DESCRIPTION
 LS0593
 LS0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LS0593'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF LOVELOCK AND
 LS0593'ABOUT 6 MILES NORTHWEST OF U.S. HIGHWAY 40.  IT IS ON THE SUMMIT
 LS0593'OF A LOW CRESCENT-SHAPED HILL WHICH IS VERY DARK IN COLOR.
 LS0593'
 LS0593'TO REACH FROM THE SOUTH SIDE OF THE COURTHOUSE IN LOVELOCK, GO
 LS0593'WEST ON WESTERN STREET AND ITS CONTINUATION FOR 2.5 MILES
 LS0593'TO A SHARP CURVE TO THE RIGHT.  TURN RIGHT (NORTH) AND GO 1.0
 LS0593'MILE TO THE NORTH END OF A CEMETERY ON THE RIGHT.  CONTINUE
 LS0593'NORTH ON MAIN ROAD AND GO 0.3 MILE TO A FORK.  KEEP LEFT
 LS0593'(NORTHWEST) ON MAIN ROAD AND GO 0.6 MILE TO A SIDE ROAD RIGHT.
 LS0593'TURN RIGHT (NORTHWEST) AND GO 0.45 MILE TO A DIAGONAL CROSS
 LS0593'ROAD.  TURN RIGHT (NORTH) AND FOLLOW MAIN TRACK ROAD FOR 4.45
 LS0593'MILES TO A BLADED CROSS ROAD.  CONTINUE STRAIGHT (NORTH) AND
 LS0593'GO 0.2 MILE TO A CROSS ROAD.  TURN LEFT (WEST-NORTHWEST) AND
 LS0593'FOLLOW TRACK ROAD FOR 0.9 MILE TO A FORK IN A WASH.  KEEP
 LS0593'RIGHT (WEST-NORTHWEST) AND GO 0.65 MILE TO A FORK.  KEEP
 LS0593'RIGHT (NORTHWEST) AND GO 0.15 MILE TO DIM TRACKS ON RIGHT
 LS0593'LEADING UP OUT OF WASH.  TURN RIGHT AND FOLLOW TRACKS
 LS0593'NORTHWEST FOR 0.2 MILE TO THE CREST OF A LOW RIDGE.
 LS0593'BEAR RIGHT AND GO NORTHEAST AND EAST ALONG THE CREST OF THE
 LS0593'RIDGE FOR 0.3 MILE TO STATION ON SUMMIT.
 LS0593'
 LS0593'ALL MARKS ARE STANDARD BRONZE DISKS SET IN BOULDERS.
 LS0593'
 LS0593'THE STATION MARK, STAMPED NIG 1957, PROJECTS ABOUT 14 INCHES.
 LS0593'IT IS 10 FEET SOUTH-SOUTHWEST OF A WHITE WITNESS POST.
 LS0593'
 LS0593'REFERENCE MARK NO. 1, STAMPED NIG NO 1 1957, PROJECTS ABOUT
 LS0593'4 INCHES.  IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 LS0593'STATION MARK.
 LS0593'
 LS0593'REFERENCE MARK NO. 2, STAMPED NIG NO 2 1957, PROJECTS ABOUT
 LS0593'12 INCHES.  IT IS ABOUT 1-1/2 FEET LOWER IN ELEVATION THAN THE
 LS0593'STATION MARK.
 LS0593'
 LS0593'AN EIGHT FOOT CAIRN WAS BUILT 11 FEET WEST FROM STATION.
 LS0593
 LS0593                          STATION RECOVERY (1958)
 LS0593
 LS0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0593'ALL MARKS AT THE STATION WERE RECOVERED IN GOOD CONDITION.  A NEW
 LS0593'ROUTE WAS TAKEN TO THE STATION SO A NEW DESCRIPTION FOLLOWS--
 LS0593'
 LS0593'THE STATION IS LOCATED 8 MILES NORTH OF LOVELOCK.  9 MILES
 LS0593'WEST-SOUTHWEST OF OREANA ON A LOW ROUNDED HILL COVERED WITH
 LS0593'BLACK LAVA BOULDERS WITH A PROMINENT SEVEN-FOOT-HIGH CAIRN
 LS0593'NEAR ITS SOUTH END.
 LS0593'
 LS0593'TO REACH THE STATION FROM THE FRONT OF THE PERSHING COUNTY COURT
 LS0593'HOUSE IN LOVELOCK GO NORTH ON CENTRAL AVE. FOR 5.1 MILES
 LS0593'TO A FORK AND A FENCE CORNER ON THE LEFT.  TAKE THE LEFT
 LS0593'FORK AND GO ABOUT 100 FEET TO ANOTHER FORK.  HERE TAKE THE RIGHT
 LS0593'FORK AND GO 0.6 MILE TO A FORK.  PROCEED STRAIGHT AHEAD,
 LS0593'NORTHERLY, ON A TRACK ROAD 1.0 MILE TO A SHALLOW WASH.
 LS0593'CONTINUE UP THE WASH 0.5 MILE TO THE POINT OF A RIDGE ON THE
 LS0593'LEFT AND THE AZIMUTH MARK AT THE SOUTHEAST BASE OF THE RIDGE.
 LS0593'CONTINUE UP THE WASH 0.3 MILE TO A FORK.  TAKE THE RIGHT
 LS0593'FORK, NORTH, 0.1 MILE TO A LOW BANK ON THE RIGHT AND
 LS0593'TRACKS UP ONTO THE RIDGE STRAIGHT AHEAD.  CLIMB NORTH TO
 LS0593'THE CREST OF THE RIDGE THEN BEAR RIGHT ALONG THE TOP TO
 LS0593'THE STATION ON ITS EAST END.
 LS0593'
 LS0593'THE STATION MARK IS A STANDARD DISK STAMPED NIG 1957 CEMENTED
 LS0593'IN A DRILL HOLE IN A BOULDER 12 BY 18 INCHES PROJECTING 12
 LS0593'INCHES FROM THE GROUND.  IT IS 9.6 FEET SOUTH-SOUTHWEST OF
 LS0593'A WITNESS POST IN A CAIRN AND 12.5 FEET NORTHEAST OF A 7-FOOT
 LS0593'CAIRN.
 LS0593'
 LS0593'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NIG NO 1 1957
 LS0593'CEMENTED IN A DRILL HOLE IN A BOULDER 2 FEET SQUARE PROJECTING
 LS0593'2 INCHES FROM THE GROUND.  IT IS ABOUT 18 INCHES LOWER THAN
 LS0593'THE STATION MARK.
 LS0593'
 LS0593'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NIG NO 2
 LS0593'1957 CEMENTED IN A DRILL HOLE IN A BOULDER 2 FEET LONG AND 1
 LS0593'FOOT WIDE PROJECTING 1 FOOT FROM THE GROUND ON ITS NORTH
 LS0593'SIDE.  IT IS AT APPROXIMATELY THE SAME ELEVATION AS THE STATION
 LS0593'MARK.
 LS0593'
 LS0593'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NIG 1957 1958
 LS0593'CEMENTED IN A DRILL HOLE IN A BOULDER 5 FEET SQUARE PROJECTING
 LS0593'5 FEET FROM THE GROUND.  IT IS ABOUT 150 FEET SOUTH-SOUTHWEST
 LS0593'OF THE CENTER OF THE WASH MENTIONED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0594 ***********************************************************************
 LS0594  DESIGNATION -  NIG CAIRN
 LS0594  PID         -  LS0594
 LS0594  STATE/COUNTY-  NV/PERSHING
 LS0594  USGS QUAD   -  ARABIA (1987)
 LS0594
 LS0594                         *CURRENT SURVEY CONTROL
 LS0594  ___________________________________________________________________
 LS0594* NAD 83(1994)-  40 17 13.81757(N)    118 29 33.62162(W)     ADJUSTED  
 LS0594* NAVD 88     -      1407.     (meters)    4616.     (feet)  SCALED    
 LS0594  ___________________________________________________________________
 LS0594  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 LS0594  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 LS0594
 LS0594  HORZ ORDER  -  SECOND
 LS0594
 LS0594.The horizontal coordinates were established by classical geodetic methods
 LS0594.and adjusted by the National Geodetic Survey in June 1998..
 LS0594
 LS0594.The orthometric height was scaled from a topographic map.
 LS0594
 LS0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0594
 LS0594.The geoid height was determined by GEOID03.
 LS0594
 LS0594;                    North         East     Units Scale Factor Converg.
 LS0594;SPC NV W     - 4,614,499.969   807,708.564   MT  0.99990073   +0 03 31.0
 LS0594;SPC NV W     -15,139,405.31  2,649,957.18   sFT  0.99990073   +0 03 31.0
 LS0594;UTM  11      - 4,460,700.080   373,118.880   MT  0.99979817   -0 57 55.1
 LS0594
 LS0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0594!SPC NV W     -   0.99978286  x   0.99990073  =   0.99968361
 LS0594!UTM  11      -   0.99978286  x   0.99979817  =   0.99958108
 LS0594
 LS0594                          SUPERSEDED SURVEY CONTROL
 LS0594
 LS0594  NAD 83(1986)-  40 17 13.82427(N)    118 29 33.61708(W) AD(       ) 2
 LS0594  NAD 27      -  40 17 14.15400(N)    118 29 30.07900(W) AD(       ) 2
 LS0594
 LS0594.Superseded values are not recommended for survey control.
 LS0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0594.See file dsdata.txt to determine how the superseded data were derived.
 LS0594
 LS0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE7311960700(NAD 83)
 LS0594_MARKER: 72 = CAIRN
 LS0594
 LS0594  HISTORY     - Date     Condition        Report By
 LS0594  HISTORY     - 1958     FIRST OBSERVED   CGS
 LS0594
 LS0594                          STATION DESCRIPTION
 LS0594
 LS0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LS0594'SEE STATION NIG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0508 ***********************************************************************
 KQ0508  DESIGNATION -  NINE MILE PK CAIRN
 KQ0508  PID         -  KQ0508
 KQ0508  STATE/COUNTY-  NV/NYE
 KQ0508  USGS QUAD   -  NINEMILE PEAK (1990)
 KQ0508
 KQ0508                         *CURRENT SURVEY CONTROL
 KQ0508  ___________________________________________________________________
 KQ0508* NAD 83(1994)-  39 08 47.60762(N)    116 15 04.69808(W)     ADJUSTED  
 KQ0508* NAVD 88     -      3080.5    (meters)   10107.     (feet)  VERTCON   
 KQ0508  ___________________________________________________________________
 KQ0508  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 KQ0508  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 KQ0508
 KQ0508  HORZ ORDER  -  THIRD
 KQ0508
 KQ0508.The horizontal coordinates were established by classical geodetic methods
 KQ0508.and adjusted by the National Geodetic Survey in June 1998..
 KQ0508
 KQ0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0508
 KQ0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0508
 KQ0508.The geoid height was determined by GEOID03.
 KQ0508
 KQ0508;                    North         East     Units Scale Factor Converg.
 KQ0508;SPC NV C     - 6,487,949.398   535,903.413   MT  0.99991587   +0 15 44.0
 KQ0508;SPC NV C     -21,285,880.65  1,758,209.78   sFT  0.99991587   +0 15 44.0
 KQ0508;SPC NV E     - 8,488,079.722   142,261.082   MT  0.99994104   -0 25 18.1
 KQ0508;SPC NV E     -27,847,974.89    466,734.90   sFT  0.99994104   -0 25 18.1
 KQ0508;UTM  11      - 4,333,307.316   564,697.233   MT  0.99965154   +0 28 21.6
 KQ0508
 KQ0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0508!SPC NV C     -   0.99952027  x   0.99991587  =   0.99943618
 KQ0508!SPC NV E     -   0.99952027  x   0.99994104  =   0.99946134
 KQ0508!UTM  11      -   0.99952027  x   0.99965154  =   0.99917198
 KQ0508
 KQ0508                          SUPERSEDED SURVEY CONTROL
 KQ0508
 KQ0508  NAD 83(1986)-  39 08 47.60611(N)    116 15 04.70344(W) AD(       ) 4
 KQ0508  NAD 27      -  39 08 47.84600(N)    116 15 01.46800(W) AD(       ) 3
 KQ0508  NGVD 29 (07/19/86) 3079.0    (m)        10102.     (f) VERT ANG       
 KQ0508
 KQ0508.Superseded values are not recommended for survey control.
 KQ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0508.See file dsdata.txt to determine how the superseded data were derived.
 KQ0508
 KQ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND6469733307(NAD 83)
 KQ0508_MARKER: I = METAL ROD
 KQ0508_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KQ0508_SP_SET: OBJECT DRIVEN INTO GROUND
 KQ0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0508
 KQ0508  HISTORY     - Date     Condition        Report By
 KQ0508  HISTORY     - 1954     MONUMENTED       CGS
 KQ0508
 KQ0508                          STATION DESCRIPTION
 KQ0508
 KQ0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0508'LOCATED ON A SHARP CONE SHAPED PEAK, THE HIGHEST POINT IN
 KQ0508'THE ANTELOPE RANGE, SHOWN ON SOME MAPS AS SHARP PK. AND ON
 KQ0508'LOCAL MAPS AND LOCALLY KNOWN AS NINE MILE PK. AND LIES AT THE
 KQ0508'HEAD OF NINE MILE CANYON, ABOUT 30 MILES AIRLINE SW OF EUREKA,
 KQ0508'ABOUT 28 MILES S OF U.S. 50.
 KQ0508'
 KQ0508'THE STATION IS MARKED BY A 3/4 IN X 1 FT STEEL PIN DRIVEN
 KQ0508'INTO THE GROUND AND PROJECTING ABOUT TWO INCHES.  A USGS
 KQ0508'BENCH MARK STAMPED VA 10099, 1925, WHICH HAD BEEN PULLED
 KQ0508'LOOSE AND NOT RELOCATED, WAS REPLACED BY THE STEEL PIN, AND
 KQ0508'A 6 FT CAIRN WAS CENTERED OVER THE STATION.
 KQ0508'
 KQ0508'TO REACH FROM THE COURT HOUSE IN EUREKA, GO S ON U.S. 50
 KQ0508'FOR 9.7 MI. TO A SIDE ROAD TO THE RIGHT S JUST AFTER COMING
 KQ0508'OUT OF CANYON.  TURN RIGHT S AS PER SIGN FISH CREEK - DUCKWATER
 KQ0508'AND FOLLOW MTR FOR 8.2 MI. TO Y-FORK.  KEEP RIGHT AS PER
 KQ0508'SIGN BARTHOLOMAE - FISH CREEK RANCH AND CONTINUE SSW FOR 0.2
 KQ0508'MI. TO FORK.  KEEP LEFT FORK FOR 0.5 MI. TO FORK.  KEEP
 KQ0508'RIGHT FORK FOR 5.6 MI. TO 4-WAY FORK.  KEEP LEFT FORK FOR
 KQ0508'2.8 MI. TO WATER TANK AND PUMPHOUSE ON LEFT E SIDE OF ROAD.
 KQ0508'CONTINUE ON MTR SW FOR 9.0 MI. TO SIDE ROAD TO RIGHT NW,
 KQ0508'KEEP RIGHT PAST A SQUARE FIVE GALLON CAN ON A POST AND
 KQ0508'FOLLOW MTR FOR 3.0 MI. TO RANCH HOUSE AND CORRALS.  CONTINUE
 KQ0508'PAST HOUSE THROUGH GATES AND ALONG A NARROW BLADED ROAD
 KQ0508'UP CANYON FOR 3.0 MI. TO WIRE GATE AND FENCE AND ETT JUST
 KQ0508'PAST A SMALL FIELD.  PACK NORTHWESTERLY OVER SMALL RIDGE,
 KQ0508'ACROSS CANYON, UP MOUNTAIN SIDE TO TOP OF RIDGE, THENCE
 KQ0508'WESTERLY ALONG RIDGE TO HIGHEST POINT AND STATION SITE.  2
 KQ0508'HR. PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0509 ***********************************************************************
 KQ0509  DESIGNATION -  NINEMILE
 KQ0509  PID         -  KQ0509
 KQ0509  STATE/COUNTY-  NV/NYE
 KQ0509  USGS QUAD   -  NINEMILE PEAK (1990)
 KQ0509
 KQ0509                         *CURRENT SURVEY CONTROL
 KQ0509  ___________________________________________________________________
 KQ0509* NAD 83(1994)-  39 08 47.60437(N)    116 15 04.69303(W)     ADJUSTED  
 KQ0509* NAVD 88     -      3081.2    (meters)   10109.     (feet)  VERTCON   
 KQ0509  ___________________________________________________________________
 KQ0509  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 KQ0509  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 KQ0509
 KQ0509  HORZ ORDER  -  SECOND
 KQ0509
 KQ0509.The horizontal coordinates were established by classical geodetic methods
 KQ0509.and adjusted by the National Geodetic Survey in June 1998..
 KQ0509
 KQ0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0509
 KQ0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0509
 KQ0509.The geoid height was determined by GEOID03.
 KQ0509
 KQ0509;                    North         East     Units Scale Factor Converg.
 KQ0509;SPC NV C     - 6,487,949.298   535,903.535   MT  0.99991587   +0 15 44.0
 KQ0509;SPC NV C     -21,285,880.32  1,758,210.18   sFT  0.99991587   +0 15 44.0
 KQ0509;SPC NV E     - 8,488,079.621   142,261.202   MT  0.99994104   -0 25 18.1
 KQ0509;SPC NV E     -27,847,974.56    466,735.29   sFT  0.99994104   -0 25 18.1
 KQ0509;UTM  11      - 4,333,307.216   564,697.355   MT  0.99965154   +0 28 21.6
 KQ0509
 KQ0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0509!SPC NV C     -   0.99952016  x   0.99991587  =   0.99943607
 KQ0509!SPC NV E     -   0.99952016  x   0.99994104  =   0.99946123
 KQ0509!UTM  11      -   0.99952016  x   0.99965154  =   0.99917187
 KQ0509
 KQ0509|---------------------------------------------------------------------|
 KQ0509| PID    Reference Object                     Distance      Geod. Az  |
 KQ0509|                                                           dddmmss.s |
 KQ0509| DD5530 NINEMILE RM 1                         8.028 METERS 22008     |
 KQ0509| KQ0510 BUTLER                              APPROX.24.1 KM 2273820.5 |
 KQ0509| DD5531 NINEMILE RM 2                         4.102 METERS 26946     |
 KQ0509|---------------------------------------------------------------------|
 KQ0509
 KQ0509                          SUPERSEDED SURVEY CONTROL
 KQ0509
 KQ0509  NAD 83(1986)-  39 08 47.60373(N)    116 15 04.69345(W) AD(       ) 2
 KQ0509  NAD 27      -  39 08 47.84722(N)    116 15 01.46316(W) AD(       ) 2
 KQ0509  NGVD 29 (07/19/86) 3079.7    (m)        10104.     (f) VERT ANG       
 KQ0509
 KQ0509.Superseded values are not recommended for survey control.
 KQ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0509.See file dsdata.txt to determine how the superseded data were derived.
 KQ0509
 KQ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND6469733307(NAD 83)
 KQ0509_MARKER: Z = SEE DESCRIPTION
 KQ0509_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0509_SP_SET: PARTIALLY EXPOSED BEDROCK
 KQ0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0509
 KQ0509  HISTORY     - Date     Condition        Report By
 KQ0509  HISTORY     - 1954     MONUMENTED       USGS
 KQ0509  HISTORY     - 1967     GOOD             USGS
 KQ0509  HISTORY     - 1967     GOOD             USGS
 KQ0509
 KQ0509                          STATION DESCRIPTION
 KQ0509
 KQ0509'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KQ0509'NOTE BY USGS, 1955 LOCATED AS DESCRIBED BY USC AND GS WITH
 KQ0509'EXCEPTIONS NOTED BELOW.
 KQ0509'
 KQ0509'ALL REFERENCE MARKS WERE ADDED AT THIS OCCUPATION AND A CROSS WAS ADD
 KQ0509'TO THE STEEL PIN-HEAD FOR STATION.
 KQ0509'
 KQ0509'STATION MARK--CHISELED CROSS IN THE TOP OF 1 IN. STEEL PIN DRIVEN
 KQ0509'INTO GROUND AND CENTERED UNDER A 4.6 FT. CAIRN.
 KQ0509'
 KQ0509'THE OLD USGS V.A. BENCH MARK STAMPED----10009 1925----WAS FOUND LOOSE
 KQ0509'AND WAS LEFT LYING BENEATH THE CAIRN.
 KQ0509'
 KQ0509'REFERENCE MARK NO. 1 CHISELED CROSS ON ROCK OUTCROP, 12.11 FT. FROM
 KQ0509'STATION MARK 90 DEGREES 16 MINUTES.
 KQ0509'
 KQ0509'REFERENCE MARK NO. 2 CHISELED CROSS ON ROCK OUTCROP, 18.91 FT. FROM
 KQ0509'STATION MARK 187 DEGREES 39 MINUTES.
 KQ0509
 KQ0509                          STATION RECOVERY (1967)
 KQ0509
 KQ0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JAB)
 KQ0509'LOCATED 35.5 MI. NW. OF DUCKWATER.  21.5 MI. W. OF POGUES
 KQ0509'STATION.  ON A HIGH PROMINENT PEAK.
 KQ0509'
 KQ0509'REACHED BY HELICOPTER.
 KQ0509'
 KQ0509'STATION MARK--STANDARD ALUMINUM TABLET STAMPED NINEMILE 1967
 KQ0509'CEMENTED IN ROCK ABOUT 6 INCHES BELOW GROUND LEVEL.
 KQ0509'
 KQ0509'REFERENCE MARK NO. 1--STANDARD BRASS REFERENCE MARK TABLET
 KQ0509'STAMPED NO 1 1967 CEMENTED IN ROCK OUTCROP.
 KQ0509'
 KQ0509'REFERENCE MARK NO. 2--STANDARD BRASS REFERENCE MARK TABLET
 KQ0509'STAMPED NO 2 1967 CEMENTED IN ROCK OUTCROP.
 KQ0509
 KQ0509                          STATION RECOVERY (1967)
 KQ0509
 KQ0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KQ0509'RM 1 TO RM 2, NOT MEASURED.
 KQ0509'
 KQ0509'LOCATED 35.5 MI NW. OF DUCKWATER.  21.5 MI W. OF POGUES
 KQ0509'STATION.  ON A HIGH PROMINENT PEAK.
 KQ0509'
 KQ0509'REACHED BY HELICOPTER WHICH CAN LAND IMMEDIATELY WEST OF STATION.
 KQ0509'
 KQ0509'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED NINEMILE
 KQ0509'1967 CEMENTED IN ROCK ABOUT 0.5 FT BELOW NATURAL GROUND.
 KQ0509'
 KQ0509'REFERENCE MARK NO. 1--A STANDARD USGS BRASS REFERENCE MARK TABLET
 KQ0509'STAMPED NO 1 1967 CEMENTED IN ROCK OUTCROPPING.
 KQ0509'
 KQ0509'REFERENCE MARK NO. 2--A STANDARD USGS BRASS REFERENCE MARK TABLET
 KQ0509'STAMPED NO 2 1967 CEMENTED IN ROCK OUTCROPPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0280 ***********************************************************************
 MT0280  DESIGNATION -  NIP
 MT0280  PID         -  MT0280
 MT0280  STATE/COUNTY-  NV/ELKO
 MT0280  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0280
 MT0280                         *CURRENT SURVEY CONTROL
 MT0280  ___________________________________________________________________
 MT0280* NAD 83(1994)-  41 06 43.09561(N)    114 45 46.25038(W)     ADJUSTED  
 MT0280* NAVD 88     -      1806.541  (meters)    5926.96   (feet)  ADJUSTED  
 MT0280  ___________________________________________________________________
 MT0280  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 MT0280  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 MT0280  DYNAMIC HT  -        1805.037 (meters)    5922.03  (feet)  COMP
 MT0280  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 MT0280
 MT0280  HORZ ORDER  -  SECOND
 MT0280  VERT ORDER  -  SECOND    CLASS 0
 MT0280
 MT0280.The horizontal coordinates were established by classical geodetic methods
 MT0280.and adjusted by the National Geodetic Survey in June 1998..
 MT0280
 MT0280.The orthometric height was determined by differential leveling
 MT0280.and adjusted by the National Geodetic Survey in June 1991..
 MT0280
 MT0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0280
 MT0280.The geoid height was determined by GEOID03.
 MT0280
 MT0280.The dynamic height is computed by dividing the NAVD 88
 MT0280.geopotential number by the normal gravity value computed on the
 MT0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0280.degrees latitude (g = 980.6199 gals.).
 MT0280
 MT0280.The modeled gravity was interpolated from observed gravity values.
 MT0280
 MT0280;                    North         East     Units Scale Factor Converg.
 MT0280;SPC NV E     - 8,706,403.717   268,908.218   MT  0.99995842   +0 32 22.3
 MT0280;SPC NV E     -28,564,259.53    882,243.05   sFT  0.99995842   +0 32 22.3
 MT0280;UTM  11      - 4,553,598.915   687,835.749   MT  1.00003425   +1 28 17.1
 MT0280
 MT0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0280!SPC NV E     -   0.99971937  x   0.99995842  =   0.99967780
 MT0280!UTM  11      -   0.99971937  x   1.00003425  =   0.99975361
 MT0280
 MT0280|---------------------------------------------------------------------|
 MT0280| PID    Reference Object                     Distance      Geod. Az  |
 MT0280|                                                           dddmmss.s |
 MT0280| MT0281 NIP RM 1                              7.599 METERS 05207     |
 MT0280| MT0285 SNAP                                APPROX. 3.3 KM 1221146.3 |
 MT0280| MT0282 NIP RM 2                              6.825 METERS 12228     |
 MT0280|---------------------------------------------------------------------|
 MT0280
 MT0280                          SUPERSEDED SURVEY CONTROL
 MT0280
 MT0280  NAD 83(1994)-  41 06 43.09523(N)    114 45 46.24962(W) AD(       ) 2
 MT0280  NAD 83(1986)-  41 06 43.09219(N)    114 45 46.24562(W) AD(       ) 2
 MT0280  NAD 27      -  41 06 43.37001(N)    114 45 43.11262(W) AD(       ) 2
 MT0280  NGVD 29 (??/??/92) 1805.383  (m)         5923.16   (f) ADJ UNCH    2 0
 MT0280
 MT0280.Superseded values are not recommended for survey control.
 MT0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0280.See file dsdata.txt to determine how the superseded data were derived.
 MT0280
 MT0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF8783653599(NAD 83)
 MT0280_MARKER: DS = TRIANGULATION STATION DISK
 MT0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0280_STAMPING: NIP 1957
 MT0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0280+STABILITY: SURFACE MOTION
 MT0280
 MT0280  HISTORY     - Date     Condition        Report By
 MT0280  HISTORY     - 1957     MONUMENTED       CGS
 MT0280  HISTORY     - 1957     GOOD             CGS
 MT0280
 MT0280                          STATION DESCRIPTION
 MT0280
 MT0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0280'THE STATION IS ABOUT 10-1/2 MILES EAST OF WELLS, 2-1/2 MILES
 MT0280'EAST-SOUTHEAST OF THE RAILROAD STATION AT MOOR AND ABOUT 1/4
 MT0280'MILE NORTH-NORTHEAST OF U.S. HIGHWAY 40.  IT IS ON A RELATIVELY
 MT0280'FLAT SAGE-COVERED BENCH AND JUST SOUTH-SOUTHWEST OF A FAIRLY
 MT0280'LARGE JUNIPER WHICH IS THE TALLER ONE OF TWO THAT ARE TO THE
 MT0280'SOUTHEAST OF A SCATTERED GROUP OF JUNIPERS.
 MT0280'
 MT0280'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 93 IN
 MT0280'SOUTHEAST WELLS, GO EAST ON U.S. HIGHWAY 40 FOR 9.5 MILES TO
 MT0280'WHERE THE OLD PAVEMENT INTERSECTS THE NEWER HIGHWAY (JUST
 MT0280'WEST OF WHERE THE POWER LINE CROSSES OVER THE HIGHWAY).  CONTINUE
 MT0280'EAST ON U.S. HIGHWAY 40 FOR 0.5 MILE TO A HIGHWAY CULVERT.
 MT0280'TURN LEFT OFF THE HIGHWAY THEN EAST ALONG THE RIGHT SIDE OF A
 MT0280'DRAINAGE DITCH FOR ABOUT 75 YARDS.  TURN LEFT ON DIM TRACK
 MT0280'ROAD AND GO NORTHERLY FOR 0.25 MILE TO THE STATION SITE.
 MT0280'
 MT0280'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 MT0280'DISKS SET IN CONCRETE CYLINDERS.
 MT0280'
 MT0280'THE STATION MARK, STAMPED NIP 1957, PROJECTS ABOUT 4 INCHES.
 MT0280'IT IS 16 FEET SOUTH-SOUTHWEST OF THE JUNIPER TREE AND 6 FEET
 MT0280'EAST-SOUTHEAST OF A WITNESS POST.
 MT0280'
 MT0280'REFERENCE MARK 1, STAMPED NIP NO 1 1957, PROJECTS ABOUT 10
 MT0280'INCHES.  IT IS 17 FEET EAST OF THE JUNIPER AND ABOUT THE
 MT0280'SAME ELEVATION AS THE STATION.
 MT0280'
 MT0280'REFERENCE MARK 2, STAMPED NIP NO 2 1957, PROJECTS ABOUT 3
 MT0280'INCHES AND IS ABOUT 6 INCHES LOWER THAN THE STATION.
 MT0280
 MT0280                          STATION RECOVERY (1957)
 MT0280
 MT0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MT0280'11.35 MI E FROM WELLS.
 MT0280'11.15 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0280'AVE. AND U.S. HIGHWAY 40 AT WELLS, THENCE 0.2 MILE NORTH ON DIM TRACK
 MT0280'ROAD, 25.0 FEET SOUTHWEST OF R.M. 1, 22.6 FEET NORTHWEST OF R.M. 2,
 MT0280'6.4 FEET SOUTHEAST OF WITNESS POST, SET IN A ROUND CONCRETE POST
 MT0280'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0347 ***********************************************************************
 MV0347  DESIGNATION -  NIP
 MV0347  PID         -  MV0347
 MV0347  STATE/COUNTY-  NV/WASHOE
 MV0347  USGS QUAD   -  SWAN LAKE (1966)
 MV0347
 MV0347                         *CURRENT SURVEY CONTROL
 MV0347  ___________________________________________________________________
 MV0347* NAD 83(1994)-  41 51 31.80725(N)    119 22 52.70756(W)     ADJUSTED  
 MV0347* NAVD 88     -      2218.8    (meters)    7280.     (feet)  VERTCON   
 MV0347  ___________________________________________________________________
 MV0347  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 MV0347  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 MV0347
 MV0347  HORZ ORDER  -  FIRST
 MV0347
 MV0347.The horizontal coordinates were established by classical geodetic methods
 MV0347.and adjusted by the National Geodetic Survey in June 1998..
 MV0347
 MV0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0347
 MV0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0347
 MV0347.The geoid height was determined by GEOID03.
 MV0347
 MV0347;                    North         East     Units Scale Factor Converg.
 MV0347;SPC NV W     - 4,789,328.085   733,747.688   MT  0.99995400   -0 31 57.0
 MV0347;SPC NV W     -15,712,987.23  2,407,303.87   sFT  0.99995400   -0 31 57.0
 MV0347;SPC OR S     -    21,968.522 1,592,900.540   MT  1.00015312   +0 45 55.3
 MV0347;SPC OR S     -    72,075.20  5,226,051.64   iFT  1.00015312   +0 45 55.3
 MV0347;UTM  11      - 4,636,844.800   302,344.157   MT  1.00008076   -1 35 22.4
 MV0347
 MV0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0347!SPC NV W     -   0.99965530  x   0.99995400  =   0.99960932
 MV0347!SPC OR S     -   0.99965530  x   1.00015312  =   0.99980837
 MV0347!UTM  11      -   0.99965530  x   1.00008076  =   0.99973603
 MV0347
 MV0347:                Primary Azimuth Mark                     Grid Az
 MV0347:SPC NV W     -  CATNIP                                   086 46 08.8
 MV0347:SPC OR S     -  CATNIP                                   085 28 16.5
 MV0347:UTM  11      -  CATNIP                                   087 49 34.2
 MV0347
 MV0347|---------------------------------------------------------------------|
 MV0347| PID    Reference Object                     Distance      Geod. Az  |
 MV0347|                                                           dddmmss.s |
 MV0347| MV0344 CATNIP                              APPROX. 2.7 KM 0861411.8 |
 MV0347| CD7208 NIP RM 1                              7.891 METERS 09113     |
 MV0347| CD7209 NIP RM 2                              7.092 METERS 27202     |
 MV0347|---------------------------------------------------------------------|
 MV0347
 MV0347                          SUPERSEDED SURVEY CONTROL
 MV0347
 MV0347  NAD 83(1992)-  41 51 31.80703(N)    119 22 52.70732(W) AD(       ) 1
 MV0347  NAD 83(1991)-  41 51 31.80643(N)    119 22 52.70702(W) AD(       ) 1
 MV0347  NAD 83(1986)-  41 51 31.80854(N)    119 22 52.70677(W) AD(       ) 1
 MV0347  NAD 27      -  41 51 32.19400(N)    119 22 48.96600(W) AD(       ) 1
 MV0347  NGVD 29 (07/19/86) 2217.5    (m)         7275.     (f) VERT ANG       
 MV0347
 MV0347.Superseded values are not recommended for survey control.
 MV0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0347.See file dsdata.txt to determine how the superseded data were derived.
 MV0347
 MV0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG0234436845(NAD 83)
 MV0347_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MV0347_SETTING: 80 = SET IN A BOULDER
 MV0347_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MV0347
 MV0347  HISTORY     - Date     Condition        Report By
 MV0347  HISTORY     - 1950     MONUMENTED       CGS
 MV0347  HISTORY     - 1966     SEE DESCRIPTION  USGS
 MV0347
 MV0347                          STATION DESCRIPTION
 MV0347
 MV0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 MV0347'STATION IS LOCATED ABOUT 45 MILES AIR LINE NORTHEAST OF CEDARVILLE,
 MV0347'CALIF.  40 MILES AIR LINE WEST-SOUTHWEST OF DENIO, OREGON.
 MV0347'10 MILES AIR LINE SOUTH OF THE NEVADA-OREGON STATE LINE AND ON THE
 MV0347'EAST END OF A RIDGE WHICH RUNS EAST AND WEST.  THE STATION
 MV0347'MARK IS A BRONZE DISK STAMPED NIP 1950, AND SET IN A BOULDER
 MV0347'THAT PROJECTS 4 INCHES.
 MV0347'
 MV0347'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED NIP NO 1 1950,
 MV0347'AND SET IN A BOULDER THAT PROJECTS 4 INCHES.
 MV0347'
 MV0347'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED NIP NO 2 1950,
 MV0347'AND SET IN A BOULDER THAT PROJECTS 8 INCHES.
 MV0347'
 MV0347'STATION CATNIP IS THE AZIMUTH MARK FOR THIS STATION.
 MV0347'
 MV0347'TO REACH THE STATION FROM DENIO, OREGON, FOLLOW THE MAIN TRAVELLED
 MV0347'ROAD TOWARD CEDARVILLE, CALIFORNIA FOR 45 MILES TO A ROAD FORK
 MV0347'AND SIGN DENIO 45.  WINNEMUCCA 145.  SHELDON REFUGE HEADQUARTERS
 MV0347'27.  CEDARVILLE 75.  TAKE THE RIGHT FORK AND GO 5.3 MILES TO
 MV0347'A DIM TRACK LEFT.  TURN LEFT AND FOLLOW TRACK ROAD FOR 2.8
 MV0347'MILES TO A DAM ON THE LEFT.  CONTINUE STRAIGHT AHEAD ACROSS
 MV0347'COUNTRY TO THE TOP OF THE RIDGE AND THE STATION.
 MV0347
 MV0347                          STATION RECOVERY (1966)
 MV0347
 MV0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (DHK)
 MV0347'THE OLD DESCRIPTION IS ADEQUATE.
 MV0347'
 MV0347'DISTANCES AND AZIMUTHS TO R.M.S NOT CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0281 ***********************************************************************
 MT0281  DESIGNATION -  NIP RM 1
 MT0281  PID         -  MT0281
 MT0281  STATE/COUNTY-  NV/ELKO
 MT0281  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0281
 MT0281                         *CURRENT SURVEY CONTROL
 MT0281  ___________________________________________________________________
 MT0281* NAD 83(1986)-  41 06 43.     (N)    114 45 46.     (W)     SCALED    
 MT0281* NAVD 88     -      1806.714  (meters)    5927.53   (feet)  ADJUSTED  
 MT0281  ___________________________________________________________________
 MT0281  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 MT0281  DYNAMIC HT  -        1805.210 (meters)    5922.59  (feet)  COMP
 MT0281  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 MT0281
 MT0281  VERT ORDER  -  SECOND    CLASS 0
 MT0281
 MT0281.The horizontal coordinates were scaled from a topographic map and have
 MT0281.an estimated accuracy of +/- 6 seconds.
 MT0281
 MT0281.The orthometric height was determined by differential leveling
 MT0281.and adjusted by the National Geodetic Survey in June 1991..
 MT0281
 MT0281.The geoid height was determined by GEOID03.
 MT0281
 MT0281.The dynamic height is computed by dividing the NAVD 88
 MT0281.geopotential number by the normal gravity value computed on the
 MT0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0281.degrees latitude (g = 980.6199 gals.).
 MT0281
 MT0281.The modeled gravity was interpolated from observed gravity values.
 MT0281
 MT0281;                    North         East    Units  Estimated Accuracy
 MT0281;SPC NV E     - 8,706,400.      268,910.      MT  (+/- 180 meters Scaled)
 MT0281
 MT0281                          SUPERSEDED SURVEY CONTROL
 MT0281
 MT0281  NGVD 29 (??/??/92) 1805.557  (m)         5923.73   (f) ADJ UNCH    2 0
 MT0281
 MT0281.Superseded values are not recommended for survey control.
 MT0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0281.See file dsdata.txt to determine how the superseded data were derived.
 MT0281
 MT0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF878535(NAD 83)
 MT0281_MARKER: DR = REFERENCE MARK DISK
 MT0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0281_STAMPING: NIP NO 1 1957
 MT0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0281+STABILITY: SURFACE MOTION
 MT0281
 MT0281  HISTORY     - Date     Condition        Report By
 MT0281  HISTORY     - 1957     MONUMENTED       CGS
 MT0281
 MT0281                          STATION DESCRIPTION
 MT0281
 MT0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0281'11.35 MI E FROM WELLS.
 MT0281'11.15 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0281'AVE. AND U.S. HIGHWAY 40 AT WELLS, THENCE 0.2 MILE NORTH ON DIM TRACK
 MT0281'ROAD, 25.0 FEET NORTHEAST OF STATION MARK, SET IN A ROUND CONCRETE
 MT0281'POST PROJECTING 10 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0282 ***********************************************************************
 MT0282  DESIGNATION -  NIP RM 2
 MT0282  PID         -  MT0282
 MT0282  STATE/COUNTY-  NV/ELKO
 MT0282  USGS QUAD   -  MOOR SUMMIT (1982)
 MT0282
 MT0282                         *CURRENT SURVEY CONTROL
 MT0282  ___________________________________________________________________
 MT0282* NAD 83(1986)-  41 06 43.     (N)    114 45 46.     (W)     SCALED    
 MT0282* NAVD 88     -      1806.349  (meters)    5926.33   (feet)  ADJUSTED  
 MT0282  ___________________________________________________________________
 MT0282  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 MT0282  DYNAMIC HT  -        1804.846 (meters)    5921.40  (feet)  COMP
 MT0282  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 MT0282
 MT0282  VERT ORDER  -  SECOND    CLASS 0
 MT0282
 MT0282.The horizontal coordinates were scaled from a topographic map and have
 MT0282.an estimated accuracy of +/- 6 seconds.
 MT0282
 MT0282.The orthometric height was determined by differential leveling
 MT0282.and adjusted by the National Geodetic Survey in June 1991..
 MT0282
 MT0282.The geoid height was determined by GEOID03.
 MT0282
 MT0282.The dynamic height is computed by dividing the NAVD 88
 MT0282.geopotential number by the normal gravity value computed on the
 MT0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0282.degrees latitude (g = 980.6199 gals.).
 MT0282
 MT0282.The modeled gravity was interpolated from observed gravity values.
 MT0282
 MT0282;                    North         East    Units  Estimated Accuracy
 MT0282;SPC NV E     - 8,706,400.      268,910.      MT  (+/- 180 meters Scaled)
 MT0282
 MT0282                          SUPERSEDED SURVEY CONTROL
 MT0282
 MT0282  NGVD 29 (??/??/92) 1805.192  (m)         5922.53   (f) ADJ UNCH    2 0
 MT0282
 MT0282.Superseded values are not recommended for survey control.
 MT0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0282.See file dsdata.txt to determine how the superseded data were derived.
 MT0282
 MT0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF878535(NAD 83)
 MT0282_MARKER: DR = REFERENCE MARK DISK
 MT0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0282_STAMPING: NIP NO 2 1957
 MT0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0282+STABILITY: SURFACE MOTION
 MT0282
 MT0282  HISTORY     - Date     Condition        Report By
 MT0282  HISTORY     - 1957     MONUMENTED       CGS
 MT0282
 MT0282                          STATION DESCRIPTION
 MT0282
 MT0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0282'11.35 MI E FROM WELLS.
 MT0282'11.15 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF LAKE
 MT0282'AVE. AND U.S. HIGHWAY 40 AT WELLS, THENCE 0.2 MILE NORTH OF DIM TRACK
 MT0282'ROAD, 22.6 FEET SOUTHEAST OF STATION MARK, SET IN A ROUND CONCRETE
 MT0282'POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0376 ***********************************************************************
 MU0376  DESIGNATION -  NIVE
 MU0376  PID         -  MU0376
 MU0376  STATE/COUNTY-  NV/HUMBOLDT
 MU0376  USGS QUAD   -  WESO (1983)
 MU0376
 MU0376                         *CURRENT SURVEY CONTROL
 MU0376  ___________________________________________________________________
 MU0376* NAD 83(1994)-  41 01 44.87810(N)    117 43 31.68843(W)     ADJUSTED  
 MU0376* NAVD 88     -      1384.355  (meters)    4541.84   (feet)  ADJUSTED  
 MU0376  ___________________________________________________________________
 MU0376  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 MU0376  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 MU0376  DYNAMIC HT  -        1383.306 (meters)    4538.40  (feet)  COMP
 MU0376  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 MU0376
 MU0376  HORZ ORDER  -  THIRD
 MU0376  VERT ORDER  -  FIRST     CLASS II
 MU0376
 MU0376.The horizontal coordinates were established by classical geodetic methods
 MU0376.and adjusted by the National Geodetic Survey in June 1998..
 MU0376
 MU0376.The orthometric height was determined by differential leveling
 MU0376.and adjusted by the National Geodetic Survey in June 1991..
 MU0376
 MU0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0376
 MU0376.The geoid height was determined by GEOID03.
 MU0376
 MU0376.The dynamic height is computed by dividing the NAVD 88
 MU0376.geopotential number by the normal gravity value computed on the
 MU0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0376.degrees latitude (g = 980.6199 gals.).
 MU0376
 MU0376.The modeled gravity was interpolated from observed gravity values.
 MU0376
 MU0376;                    North         East     Units Scale Factor Converg.
 MU0376;SPC NV W     - 4,697,235.109   872,137.948   MT  0.99996403   +0 33 47.4
 MU0376;SPC NV W     -15,410,845.52  2,861,339.25   sFT  0.99996403   +0 33 47.4
 MU0376;UTM  11      - 4,542,244.547   439,013.590   MT  0.99964578   -0 28 34.5
 MU0376
 MU0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0376!SPC NV W     -   0.99978610  x   0.99996403  =   0.99975014
 MU0376!UTM  11      -   0.99978610  x   0.99964578  =   0.99943196
 MU0376
 MU0376:                Primary Azimuth Mark                     Grid Az
 MU0376:SPC NV W     -  WINN                                     049 23 16.7
 MU0376:UTM  11      -  WINN                                     050 25 38.6
 MU0376
 MU0376|---------------------------------------------------------------------|
 MU0376| PID    Reference Object                     Distance      Geod. Az  |
 MU0376|                                                           dddmmss.s |
 MU0376| MU0432 WINN                                APPROX. 2.7 KM 0495704.1 |
 MU0376|---------------------------------------------------------------------|
 MU0376
 MU0376                          SUPERSEDED SURVEY CONTROL
 MU0376
 MU0376  NAD 83(1986)-  41 01 44.88282(N)    117 43 31.68260(W) AD(       ) 3
 MU0376  NAD 27      -  41 01 45.23180(N)    117 43 28.21660(W) AD(       ) 3
 MU0376  NGVD 29 (07/19/86) 1383.2    (m)         4538.     (f) VERT ANG       
 MU0376
 MU0376.Superseded values are not recommended for survey control.
 MU0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0376.See file dsdata.txt to determine how the superseded data were derived.
 MU0376
 MU0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF3901442245(NAD 83)
 MU0376_MARKER: DS = TRIANGULATION STATION DISK
 MU0376_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MU0376_STAMPING: NIVE 1958
 MU0376_MARK LOGO: CGS   
 MU0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0376
 MU0376  HISTORY     - Date     Condition        Report By
 MU0376  HISTORY     - 1958     MONUMENTED       CGS
 MU0376  HISTORY     - 1984     GOOD             NGS
 MU0376
 MU0376                          STATION DESCRIPTION
 MU0376
 MU0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 MU0376'THE STATION IS 3 MILES NORTH OF WINNEMUCCA, 0.2 MILE NORTH
 MU0376'FROM THE JUNCTION OF THE OLD HIGHWAY AND THE MILITARY ROAD, 100
 MU0376'YARDS WEST OF U.S. HIGHWAY 95, 42 FEET EAST OF THE OLD HIGHWAY.
 MU0376'
 MU0376'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 95 IN WINNEMUCCA,
 MU0376'GO NORTHWARD ON HIGHWAY 95 FOR 3.8 MILES TO A SIDE ROAD TO
 MU0376'LEFT, OPPOSITE THE JUNCTION OF THE OLD HIGHWAY AND THE MILITARY
 MU0376'ROAD.  TURN LEFT, WEST, 0.1 MILE TO THE OLD HIGHWAY, AND RIGHT
 MU0376'UPON IT FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 MU0376'
 MU0376'STATION AND UNDERGROUND MARKS ARE STANDARD DISKS STAMPED NIVE
 MU0376'1958.  STATION MARK IS CEMENTED IN THE TOP OF A 4-INCH CONCRETE
 MU0376'FILLED SECTION OF ORANGEBURG SOIL PIPE THAT PROJECTS 6 INCHES.
 MU0376
 MU0376                          STATION RECOVERY (1984)
 MU0376
 MU0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MU0376'6.9 KM (4.3 MI) NORTH FROM WINNEMUCCA.
 MU0376'6.39 KM (3.97 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE AT
 MU0376'WINNEMUCCA, THENCE 0.15 KM (0.09 MI) WEST ALONG A PAVED ROAD, THENCE
 MU0376'0.35 KM (0.22 MI) NORTH ALONG A DIRT ROAD (OLD HIGHWAY 95), IN TOP OF
 MU0376'A CONCRETE FILLED 4 INCH ORANGEBURGE SOIL PIPE PROJECTING 6 INCHES
 MU0376'ABOVE THE SURFACE OF THE GROUND, ON THE OUTSIDE OF A SLIGHT CURVE ON
 MU0376'THE EAST SLOPE OF A HILL, 10.7 METERS (35 FT) EAST OF THE CENTER OF
 MU0376'THE DIRT ROAD AND 83.2 METERS (273 FT) WEST OF THE CENTER OF THE
 MU0376'HIGHWAY.
 MU0376'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MU0376'THE MARK IS 0.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0115 ***********************************************************************
 LQ0115  DESIGNATION -  NIX
 LQ0115  PID         -  LQ0115
 LQ0115  STATE/COUNTY-  NV/ELKO
 LQ0115  USGS QUAD   -  PILOT (1982)
 LQ0115
 LQ0115                         *CURRENT SURVEY CONTROL
 LQ0115  ___________________________________________________________________
 LQ0115* NAD 83(1994)-  40 46 22.75978(N)    114 08 23.20659(W)     ADJUSTED  
 LQ0115* NAVD 88     -      1471.434  (meters)    4827.53   (feet)  ADJUSTED  
 LQ0115  ___________________________________________________________________
 LQ0115  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LQ0115  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 LQ0115  DYNAMIC HT  -        1470.262 (meters)    4823.68  (feet)  COMP
 LQ0115  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 LQ0115
 LQ0115  HORZ ORDER  -  SECOND
 LQ0115  VERT ORDER  -  SECOND    CLASS 0
 LQ0115
 LQ0115.The horizontal coordinates were established by classical geodetic methods
 LQ0115.and adjusted by the National Geodetic Survey in June 1998..
 LQ0115
 LQ0115.The orthometric height was determined by differential leveling
 LQ0115.and adjusted by the National Geodetic Survey in June 1991..
 LQ0115
 LQ0115.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0115
 LQ0115.The geoid height was determined by GEOID03.
 LQ0115
 LQ0115.The dynamic height is computed by dividing the NAVD 88
 LQ0115.geopotential number by the normal gravity value computed on the
 LQ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0115.degrees latitude (g = 980.6199 gals.).
 LQ0115
 LQ0115.The modeled gravity was interpolated from observed gravity values.
 LQ0115
 LQ0115;                    North         East     Units Scale Factor Converg.
 LQ0115;SPC NV E     - 8,669,440.768   321,859.147   MT  1.00008272   +0 56 34.3
 LQ0115;SPC NV E     -28,442,990.25  1,055,966.22   sFT  1.00008272   +0 56 34.3
 LQ0115;SPC UT C     - 2,274,150.078   277,166.397   MT  1.00003293   -1 41 27.6
 LQ0115;UTM  11      - 4,517,493.680   741,387.272   MT  1.00031725   +1 52 07.7
 LQ0115
 LQ0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0115!SPC NV E     -   0.99977206  x   1.00008272  =   0.99985476
 LQ0115!SPC UT C     -   0.99977206  x   1.00003293  =   0.99980498
 LQ0115!UTM  11      -   0.99977206  x   1.00031725  =   1.00008924
 LQ0115
 LQ0115|---------------------------------------------------------------------|
 LQ0115| PID    Reference Object                     Distance      Geod. Az  |
 LQ0115|                                                           dddmmss.s |
 LQ0115| LQ0117 HIGHWAY 40 STA 001 5 3 25           152.430 METERS 12708     |
 LQ0115| LQ0122 EVER                                APPROX. 4.2 KM 1365207.8 |
 LQ0115| LQ0116 NIX RM 1                              8.528 METERS 14257     |
 LQ0115| LQ0114 NIX RM 2                             11.039 METERS 20404     |
 LQ0115|---------------------------------------------------------------------|
 LQ0115
 LQ0115                          SUPERSEDED SURVEY CONTROL
 LQ0115
 LQ0115  NAD 83(1994)-  40 46 22.75973(N)    114 08 23.20647(W) AD(       ) 2
 LQ0115  NAD 83(1986)-  40 46 22.75304(N)    114 08 23.19983(W) AD(       ) 2
 LQ0115  NAD 27      -  40 46 23.00637(N)    114 08 20.15257(W) AD(       ) 2
 LQ0115  NGVD 29 (??/??/92) 1470.43   (m)         4824.2    (f) COMPUTED    2 0
 LQ0115
 LQ0115.Superseded values are not recommended for survey control.
 LQ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0115.See file dsdata.txt to determine how the superseded data were derived.
 LQ0115
 LQ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4138717494(NAD 83)
 LQ0115_MARKER: DS = TRIANGULATION STATION DISK
 LQ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0115_STAMPING: NIX 1957
 LQ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0115+STABILITY: SURFACE MOTION
 LQ0115
 LQ0115  HISTORY     - Date     Condition        Report By
 LQ0115  HISTORY     - 1957     MONUMENTED       CGS
 LQ0115  HISTORY     - 1957     GOOD             CGS
 LQ0115  HISTORY     - 1958     GOOD             NGS
 LQ0115
 LQ0115                          STATION DESCRIPTION
 LQ0115
 LQ0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0115'THE STATION IS LOCATED 5.4 MILES NORTHWEST ALONG U.S. HIGHWAY
 LQ0115'40 FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 50 ALTERNATE ON
 LQ0115'THE WEST SIDE OF WENDOVER.  ON RELATIVELY FLAT GROUND 102
 LQ0115'FEET SOUTHWEST OF THE EDGE OF THE CUT BANK ON THE SOUTHWEST
 LQ0115'SIDE OF THE HIGHWAY.
 LQ0115'
 LQ0115'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 50 ALTERNATE,
 LQ0115'GO NORTHWEST ON U.S. HIGHWAY 40 FOR 5.3 MILES, TURN LEFT OFF
 LQ0115'THE HIGHWAY AND GO WEST-NORTHWEST ACROSS COUNTRY FOR 0.1
 LQ0115'MILE TO THE STATION SITE.
 LQ0115'
 LQ0115'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 LQ0115'CONCRETE CYLINDERS.
 LQ0115'
 LQ0115'THE STATION MARK, STAMPED NIX 1957, PROJECTS ABOUT 2 INCHES
 LQ0115'AND IS 6 FEET SOUTHWEST OF A WITNESS POST.
 LQ0115'
 LQ0115'REFERENCE MARK 1, STAMPED NIX NO 1 1957, PROJECTS ABOUT 2
 LQ0115'INCHES.
 LQ0115'
 LQ0115'REFERENCE MARK 2, STAMPED NIX NO 2 1957, IS FLUSH WITH THE
 LQ0115'GROUND.
 LQ0115'
 LQ0115'THE NEVADA HIGHWAY DEPARTMENT SURVEY MARK IS A BRONZE DISK
 LQ0115'STAMPED 001-5-3-25, AND SET IN AN 8-INCH SQUARE CONCRETE
 LQ0115'POST PROJECTING ABOUT 2 INCHES.  IT IS 56 FEET SOUTHWEST OF
 LQ0115'THE CENTER OF THE HIGHWAY AND 17 FEET SOUTHWEST OF THE EDGE
 LQ0115'OF THE CUT BANK.
 LQ0115
 LQ0115                          STATION RECOVERY (1957)
 LQ0115
 LQ0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0115'5.3 MI NW FROM WENDOVER, UT.
 LQ0115'5.3 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0115'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, 192.0 FEET
 LQ0115'SOUTHWEST OF CENTERLINE OF HIGHWAY, 28.0 FEET NORTHWEST OF R.M. 1,
 LQ0115'36.2 FEET NORTH OF R.M. 2, 6.3 FEET SOUTHWEST OF WITNESS POST, SET IN
 LQ0115'A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LQ0115
 LQ0115                          STATION RECOVERY (1958)
 LQ0115
 LQ0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0116 ***********************************************************************
 LQ0116  DESIGNATION -  NIX RM 1
 LQ0116  PID         -  LQ0116
 LQ0116  STATE/COUNTY-  NV/ELKO
 LQ0116  USGS QUAD   -  PILOT (1982)
 LQ0116
 LQ0116                         *CURRENT SURVEY CONTROL
 LQ0116  ___________________________________________________________________
 LQ0116* NAD 83(1986)-  40 46 23.     (N)    114 08 23.     (W)     SCALED    
 LQ0116* NAVD 88     -      1471.484  (meters)    4827.69   (feet)  ADJUSTED  
 LQ0116  ___________________________________________________________________
 LQ0116  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 LQ0116  DYNAMIC HT  -        1470.312 (meters)    4823.85  (feet)  COMP
 LQ0116  MODELED GRAV-     979,776.8   (mgal)                       NAVD 88
 LQ0116
 LQ0116  VERT ORDER  -  SECOND    CLASS 0
 LQ0116
 LQ0116.The horizontal coordinates were scaled from a topographic map and have
 LQ0116.an estimated accuracy of +/- 6 seconds.
 LQ0116
 LQ0116.The orthometric height was determined by differential leveling
 LQ0116.and adjusted by the National Geodetic Survey in June 1991..
 LQ0116
 LQ0116.The geoid height was determined by GEOID03.
 LQ0116
 LQ0116.The dynamic height is computed by dividing the NAVD 88
 LQ0116.geopotential number by the normal gravity value computed on the
 LQ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0116.degrees latitude (g = 980.6199 gals.).
 LQ0116
 LQ0116.The modeled gravity was interpolated from observed gravity values.
 LQ0116
 LQ0116;                    North         East    Units  Estimated Accuracy
 LQ0116;SPC NV E     - 8,669,450.      321,860.      MT  (+/- 180 meters Scaled)
 LQ0116
 LQ0116                          SUPERSEDED SURVEY CONTROL
 LQ0116
 LQ0116  NGVD 29 (??/??/92) 1470.486  (m)         4824.42   (f) ADJ UNCH    2 0
 LQ0116
 LQ0116.Superseded values are not recommended for survey control.
 LQ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0116.See file dsdata.txt to determine how the superseded data were derived.
 LQ0116
 LQ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF413175(NAD 83)
 LQ0116_MARKER: DR = REFERENCE MARK DISK
 LQ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0116_STAMPING: NIX NO 1 1957
 LQ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0116+STABILITY: SURFACE MOTION
 LQ0116
 LQ0116  HISTORY     - Date     Condition        Report By
 LQ0116  HISTORY     - 1957     MONUMENTED       CGS
 LQ0116  HISTORY     - 1958     GOOD             NGS
 LQ0116
 LQ0116                          STATION DESCRIPTION
 LQ0116
 LQ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0116'5.3 MI NW FROM WENDOVER, UT.
 LQ0116'5.3 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0116'HIGHWAY 40 AND 50 ALT. AT THE WEST END OF WENDOVER, 194.0 FEET
 LQ0116'SOUTHWEST OF CENTERLINE OF HIGHWAY, 28.0 FEET SOUTHEAST OF STATION
 LQ0116'MARK, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND
 LQ0116'SURFACE.
 LQ0116
 LQ0116                          STATION RECOVERY (1958)
 LQ0116
 LQ0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0114 ***********************************************************************
 LQ0114  DESIGNATION -  NIX RM 2
 LQ0114  PID         -  LQ0114
 LQ0114  STATE/COUNTY-  NV/ELKO
 LQ0114  USGS QUAD   -  PILOT (1982)
 LQ0114
 LQ0114                         *CURRENT SURVEY CONTROL
 LQ0114  ___________________________________________________________________
 LQ0114* NAD 83(1986)-  40 46 23.     (N)    114 08 23.     (W)     SCALED    
 LQ0114* NAVD 88     -      1471.373  (meters)    4827.33   (feet)  ADJUSTED  
 LQ0114  ___________________________________________________________________
 LQ0114  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 LQ0114  DYNAMIC HT  -        1470.201 (meters)    4823.48  (feet)  COMP
 LQ0114  MODELED GRAV-     979,776.8   (mgal)                       NAVD 88
 LQ0114
 LQ0114  VERT ORDER  -  SECOND    CLASS 0
 LQ0114
 LQ0114.The horizontal coordinates were scaled from a topographic map and have
 LQ0114.an estimated accuracy of +/- 6 seconds.
 LQ0114
 LQ0114.The orthometric height was determined by differential leveling
 LQ0114.and adjusted by the National Geodetic Survey in June 1991..
 LQ0114
 LQ0114.The geoid height was determined by GEOID03.
 LQ0114
 LQ0114.The dynamic height is computed by dividing the NAVD 88
 LQ0114.geopotential number by the normal gravity value computed on the
 LQ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0114.degrees latitude (g = 980.6199 gals.).
 LQ0114
 LQ0114.The modeled gravity was interpolated from observed gravity values.
 LQ0114
 LQ0114;                    North         East    Units  Estimated Accuracy
 LQ0114;SPC NV E     - 8,669,450.      321,860.      MT  (+/- 180 meters Scaled)
 LQ0114
 LQ0114                          SUPERSEDED SURVEY CONTROL
 LQ0114
 LQ0114  NGVD 29 (??/??/92) 1470.375  (m)         4824.06   (f) ADJ UNCH    2 0
 LQ0114
 LQ0114.Superseded values are not recommended for survey control.
 LQ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0114.See file dsdata.txt to determine how the superseded data were derived.
 LQ0114
 LQ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF413175(NAD 83)
 LQ0114_MARKER: DR = REFERENCE MARK DISK
 LQ0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0114_STAMPING: NIX NO 2 1957
 LQ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0114+STABILITY: SURFACE MOTION
 LQ0114
 LQ0114  HISTORY     - Date     Condition        Report By
 LQ0114  HISTORY     - 1957     MONUMENTED       CGS
 LQ0114  HISTORY     - 1958     GOOD             NGS
 LQ0114
 LQ0114                          STATION DESCRIPTION
 LQ0114
 LQ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0114'5.3 MI NW FROM WENDOVER, UT.
 LQ0114'5.3 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 LQ0114'HIGHWAYS 40 AND 50 ALT. AT THE WEST END OF WENDOVER, 225.0 FEET
 LQ0114'SOUTHWEST OF CENTERLINE OF HIGHWAY, 36.2 FEET SOUTH OF STATION MARK,
 LQ0114'SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 LQ0114
 LQ0114                          STATION RECOVERY (1958)
 LQ0114
 LQ0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0540 ***********************************************************************
 JR0540  DESIGNATION -  NN 323
 JR0540  PID         -  JR0540
 JR0540  STATE/COUNTY-  NV/DOUGLAS
 JR0540  USGS QUAD   -  GARDNERVILLE (1982)
 JR0540
 JR0540                         *CURRENT SURVEY CONTROL
 JR0540  ___________________________________________________________________
 JR0540* NAD 83(1986)-  38 56 06.     (N)    119 44 12.     (W)     SCALED    
 JR0540* NAVD 88     -      1454.66   (+/-2cm)    4772.5    (feet)  VERTCON   
 JR0540  ___________________________________________________________________
 JR0540  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 JR0540
 JR0540  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0540
 JR0540.The horizontal coordinates were scaled from a topographic map and have
 JR0540.an estimated accuracy of +/- 6 seconds.
 JR0540
 JR0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0540.The vertical order pertains to the NGVD 29 superseded value.
 JR0540
 JR0540.The geoid height was determined by GEOID03.
 JR0540
 JR0540;                    North         East    Units  Estimated Accuracy
 JR0540;SPC NV W     - 4,465,020.      700,010.      MT  (+/- 180 meters Scaled)
 JR0540
 JR0540                          SUPERSEDED SURVEY CONTROL
 JR0540
 JR0540  NGVD 29 (??/??/92) 1453.541  (m)         4768.83   (f) ADJ UNCH    2 0
 JR0540
 JR0540.Superseded values are not recommended for survey control.
 JR0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0540.See file dsdata.txt to determine how the superseded data were derived.
 JR0540
 JR0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD627131(NAD 83)
 JR0540_MARKER: DB = BENCH MARK DISK
 JR0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0540_STAMPING: NN 323 1951
 JR0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0540+STABILITY: SURFACE MOTION
 JR0540
 JR0540  HISTORY     - Date     Condition        Report By
 JR0540  HISTORY     - 1951     MONUMENTED       CGS
 JR0540  HISTORY     - 1968     MARK NOT FOUND   NGS
 JR0540
 JR0540                          STATION DESCRIPTION
 JR0540
 JR0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JR0540'1 MI SE FROM GARDNERVILLE.
 JR0540'ABOUT 1.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE DOUGLAS
 JR0540'COUNTY HIGH SCHOOL AT GARDNERVILLE, ABOUT 90 YARDS SOUTHEAST OF
 JR0540'THE JUNCTION OF A TRACK ROAD LEADING EAST TO A LARGE BARN,
 JR0540'38 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 JR0540'NORTHWEST OF POWER LINE POLE NO. 52613, ONE FOOT SOUTHWEST OF
 JR0540'A T IN A FENCE LINE, 1.4 FEET SOUTHWEST OF A FENCE, ABOUT ONE
 JR0540'FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JR0540'POST PROJECTING 0.3 FEET ABOVE THE GROUND.
 JR0540
 JR0540                          STATION RECOVERY (1968)
 JR0540
 JR0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JR0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MU0272 ***********************************************************************
 MU0272  DESIGNATION -  NN 80 RESET
 MU0272  PID         -  MU0272
 MU0272  STATE/COUNTY-  NV/HUMBOLDT
 MU0272  USGS QUAD   -  SOUTH OF MC DERMITT (1991)
 MU0272
 MU0272                         *CURRENT SURVEY CONTROL
 MU0272  ___________________________________________________________________
 MU0272* NAD 83(1986)-  41 50 13.     (N)    117 43 08.     (W)     SCALED    
 MU0272* NAVD 88     -      1335.23   (meters)    4380.7    (feet)  RESET     
 MU0272  ___________________________________________________________________
 MU0272  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 MU0272
 MU0272  VERT ORDER  -  THIRD
 MU0272
 MU0272.The horizontal coordinates were scaled from a topographic map and have
 MU0272.an estimated accuracy of +/- 6 seconds.
 MU0272
 MU0272.The orthometric height was computed from unverified reset data.
 MU0272
 MU0272.The geoid height was determined by GEOID03.
 MU0272
 MU0272;                    North         East    Units  Estimated Accuracy
 MU0272;SPC NV W     - 4,786,950.      871,800.      MT  (+/- 180 meters Scaled)
 MU0272
 MU0272                          SUPERSEDED SURVEY CONTROL
 MU0272
 MU0272.No superseded survey control is available for this station.
 MU0272
 MU0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG403319(NAD 83)
 MU0272_MARKER: DD = SURVEY DISK
 MU0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MU0272_SP_SET: CONCRETE BASE
 MU0272_STAMPING: NN 80 (NSHD) RESET 1959
 MU0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MU0272
 MU0272  HISTORY     - Date     Condition        Report By
 MU0272  HISTORY     - 1959     MONUMENTED       NVDH
 MU0272  HISTORY     - 1963     GOOD             NGS
 MU0272
 MU0272                          STATION DESCRIPTION
 MU0272
 MU0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MU0272'11.27 MI S FROM MCDERMITT.
 MU0272'ABOUT 11.27 MILES SOUTH ALONG U. S. 95 FROM THE POST OFFICE IN
 MU0272'MCDERMITT, 80 FEET RIGHT OF ENGINEERS STATION C 998+00, AND SET IN A
 MU0272'CONCRETE BASE, AND MARKED BY A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0320 ***********************************************************************
 KP0320  DESIGNATION -  NOGGIN
 KP0320  PID         -  KP0320
 KP0320  STATE/COUNTY-  NV/WHITE PINE
 KP0320  USGS QUAD   -  SACRAMENTO PASS (1987)
 KP0320
 KP0320                         *CURRENT SURVEY CONTROL
 KP0320  ___________________________________________________________________
 KP0320* NAD 83(1994)-  39 13 45.61024(N)    114 21 22.92841(W)     ADJUSTED  
 KP0320* NAVD 88     -      2492.9    (meters)    8179.     (feet)  VERTCON   
 KP0320  ___________________________________________________________________
 KP0320  LAPLACE CORR-          11.20  (seconds)                    DEFLEC99
 KP0320  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 KP0320
 KP0320  HORZ ORDER  -  FIRST
 KP0320
 KP0320.The horizontal coordinates were established by classical geodetic methods
 KP0320.and adjusted by the National Geodetic Survey in June 1998..
 KP0320
 KP0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0320
 KP0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0320
 KP0320.The geoid height was determined by GEOID03.
 KP0320
 KP0320;                    North         East     Units Scale Factor Converg.
 KP0320;SPC NV E     - 8,497,773.716   305,934.586   MT  1.00003813   +0 46 33.7
 KP0320;SPC NV E     -27,879,779.27  1,003,720.39   sFT  1.00003813   +0 46 33.7
 KP0320;UTM  11      - 4,345,557.422   728,192.199   MT  1.00024120   +1 40 21.4
 KP0320
 KP0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0320!SPC NV E     -   0.99961219  x   1.00003813  =   0.99965031
 KP0320!UTM  11      -   0.99961219  x   1.00024120  =   0.99985330
 KP0320
 KP0320|---------------------------------------------------------------------|
 KP0320| PID    Reference Object                     Distance      Geod. Az  |
 KP0320|                                                           dddmmss.s |
 KP0320| AB3501 NOGGIN RM 1                           4.082 METERS 02814     |
 KP0320| AB3493 NOGGIN AZ MK                                       1534730.9 |
 KP0320| AB3509 NOGGIN RM 2                           7.149 METERS 27910     |
 KP0320|---------------------------------------------------------------------|
 KP0320
 KP0320                          SUPERSEDED SURVEY CONTROL
 KP0320
 KP0320  NAD 83(1994)-  39 13 45.61009(N)    114 21 22.92844(W) AD(       ) 1
 KP0320  NAD 83(1986)-  39 13 45.60574(N)    114 21 22.93310(W) AD(       ) 1
 KP0320  NAD 27      -  39 13 45.81200(N)    114 21 19.93000(W) AD(       ) 1
 KP0320  NGVD 29 (07/19/86) 2491.6    (m)         8175.     (f) VERT ANG       
 KP0320
 KP0320.Superseded values are not recommended for survey control.
 KP0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0320.See file dsdata.txt to determine how the superseded data were derived.
 KP0320
 KP0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD2819245557(NAD 83)
 KP0320_MARKER: DS = TRIANGULATION STATION DISK
 KP0320_SETTING: 66 = SET IN ROCK OUTCROP
 KP0320_SP_SET: PARTIALLY EXPOSED BEDROCK
 KP0320
 KP0320  HISTORY     - Date     Condition        Report By
 KP0320  HISTORY     - 1944     MONUMENTED       CGS
 KP0320
 KP0320                          STATION DESCRIPTION
 KP0320
 KP0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 KP0320'STATION IS LOCATED ABOUT 28 MILES (AIR LINE) E OF ELY, 3 MILES
 KP0320'S OF NIGGER CREEK AND THE YELLAND RANCH, AND 4 MILES N OF
 KP0320'SACRAMENTO PASS.  IT IS ON THE N AND HIGHER PEAK OF TWO ROUND
 KP0320'TOPS ON LOW MOUNTAIN ON THE W BASE OF THE MORIAH RANGE AND THE
 KP0320'FIRST MOUNTAIN RISING OUT OF THE SPRING VALLEY FLATS ON THE
 KP0320'N SIDE OF U.S. HIGHWAY 6.
 KP0320'
 KP0320'STATION MARK IS A BRONZE STATION DISK ABOUT FLUSH WITH THE
 KP0320'SURROUNDING GROUND AND IS STAMPED NIGGER 1944.  SET IN BEDROCK.
 KP0320'
 KP0320'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 KP0320'BEDROCK PROJECTING ABOUT 6 INCHES ABOVE THE SURROUNDING SURFACE.
 KP0320'IT IS ABOUT 4 FEET HIGHER IN ELEVATION THAN STATION MARK
 KP0320'AND IS STAMPED NIGGER NO 1 1944.
 KP0320'
 KP0320'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 KP0320'BEDROCK PROJECTING ABOUT 6 INCHES ABOVE THE SURROUNDING SURFACE.
 KP0320'IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK,
 KP0320'IS SET IN THE SECOND LEDGE OF ROCK BELOW THE STATION, AND IS
 KP0320'STAMPED NIGGER NO 2 1944.
 KP0320'
 KP0320'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK PROJECTING
 KP0320'ABOUT 4 INCHES ABOVE THE SURROUNDING SURFACE AND IS STAMPED
 KP0320'NIGGER 1944.  IT IS 24 PACES NW OF TRACK ROAD AND 3 FEET SW OF
 KP0320'A WHITE WITNESS POST.
 KP0320'
 KP0320'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 93
 KP0320'AT MAJORS PLACE ABOUT 26 MILES SE OF ELY, GO ENE ON U.S. HIGHWAY
 KP0320'6 FOR 16.1 MILES TO A ROAD LEADING TO THE LEFT.  THIS ROAD IS
 KP0320'IN A SMALL CUT.  TURN LEFT AND CONTINUE FOR 0.05 MILE TO A FORK,
 KP0320'TAKE RIGHT FORK AND PROCEED FOR 0.2 MILE TO A FORK, AGAIN TAKE
 KP0320'RIGHT FORK AND CONTINUE FOR 0.2 MILE, AGAIN TAKE RIGHT FORK AND
 KP0320'CONTINUE FOR 1.4 MILES TO A FORK.  HERE TAKE THE RIGHT FORK AND
 KP0320'CONTINUE, PASSING AROUND THE POINTS OF ROCKS AND INTO THE MAIN
 KP0320'CANYON, FOR 1.6 MILES, THIS BEING ABOUT 0.2 MILE BEYOND A
 KP0320'SPRING COMING OUT OF THE HILLS TO THE RIGHT.  AT THIS POINT THE
 KP0320'AZIMUTH MARK CAN BE REACHED BY DRIVING OR HIKING TO THE
 KP0320'POINT OF ROCKS DIRECTLY AHEAD AND TO THE LEFT OF THE OLD
 KP0320'TRACK ROAD.  FROM THE POINT 0.2 MILE BEYOND THE SPRING BEAR
 KP0320'LEFT ACROSS COUNTRY AND CONTINUE NE UP A SMALL
 KP0320'SAGE-COVERED VALLEY ON THE E SIDE OF THE MOUNTAIN FOR 0.8
 KP0320'MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK N UP THE
 KP0320'BOTTOM OF SMALL WASH, BEARING TO THE LEFT UP THE LEFT FORK
 KP0320'AND THEN RIGHT UP THE STEEP DIVIDE TO THE TOP OF THE
 KP0320'MOUNTAIN.  THE STATION IS ABOUT 25 FEET SSW OF THE HIGHEST
 KP0320'POINT AND ABOUT 5 FEET LOWER THAN THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0436 ***********************************************************************
 HQ0436  DESIGNATION -  NOME
 HQ0436  PID         -  HQ0436
 HQ0436  STATE/COUNTY-  NV/NYE
 HQ0436  USGS QUAD   -  YUCCA FLAT (1986)
 HQ0436
 HQ0436                         *CURRENT SURVEY CONTROL
 HQ0436  ___________________________________________________________________
 HQ0436* NAD 83(1994)-  37 06 14.10465(N)    116 03 11.68028(W)     ADJUSTED  
 HQ0436* NAVD 88     -      1270.730  (meters)    4169.05   (feet)  ADJUSTED  
 HQ0436  ___________________________________________________________________
 HQ0436  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 HQ0436  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 HQ0436  DYNAMIC HT  -        1269.337 (meters)    4164.48  (feet)  COMP
 HQ0436  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 HQ0436
 HQ0436  HORZ ORDER  -  FIRST
 HQ0436  VERT ORDER  -  SECOND    CLASS 0
 HQ0436
 HQ0436.The horizontal coordinates were established by classical geodetic methods
 HQ0436.and adjusted by the National Geodetic Survey in June 1998..
 HQ0436
 HQ0436.The orthometric height was determined by differential leveling
 HQ0436.and adjusted by the National Geodetic Survey in June 1991..
 HQ0436
 HQ0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0436
 HQ0436.The geoid height was determined by GEOID03.
 HQ0436
 HQ0436.The dynamic height is computed by dividing the NAVD 88
 HQ0436.geopotential number by the normal gravity value computed on the
 HQ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0436.degrees latitude (g = 980.6199 gals.).
 HQ0436
 HQ0436.The modeled gravity was interpolated from observed gravity values.
 HQ0436
 HQ0436;                    North         East     Units Scale Factor Converg.
 HQ0436;SPC NV C     - 6,261,335.272   554,522.168   MT  0.99993661   +0 22 12.2
 HQ0436;SPC NV C     -20,542,397.47  1,819,294.81   sFT  0.99993661   +0 22 12.2
 HQ0436;SPC NV E     - 8,261,262.522   158,233.459   MT  0.99992148   -0 17 00.5
 HQ0436;SPC NV E     -27,103,825.46    519,137.61   sFT  0.99992148   -0 17 00.5
 HQ0436;UTM  11      - 4,106,819.742   584,124.854   MT  0.99968718   +0 34 16.2
 HQ0436
 HQ0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0436!SPC NV C     -   0.99980476  x   0.99993661  =   0.99974138
 HQ0436!SPC NV E     -   0.99980476  x   0.99992148  =   0.99972625
 HQ0436!UTM  11      -   0.99980476  x   0.99968718  =   0.99949200
 HQ0436
 HQ0436|---------------------------------------------------------------------|
 HQ0436| PID    Reference Object                     Distance      Geod. Az  |
 HQ0436|                                                           dddmmss.s |
 HQ0436| HQ0437 NOME RM 2                            13.960 METERS 10949     |
 HQ0436| HQ0435 NOME RM 3 RESET                                    1142538.4 |
 HQ0436| GR1982 FRENCH                              APPROX.23.0 KM 1563941.4 |
 HQ0436| DD5532 NOME RM 1                            10.120 METERS 33345     |
 HQ0436|---------------------------------------------------------------------|
 HQ0436
 HQ0436                          SUPERSEDED SURVEY CONTROL
 HQ0436
 HQ0436  NAD 83(1986)-  37 06 14.10597(N)    116 03 11.68304(W) AD(       ) 1
 HQ0436  NAD 27      -  37 06 14.27700(N)    116 03 08.55100(W) AD(       ) 1
 HQ0436  NGVD 29 (??/??/92) 1269.794  (m)         4165.98   (f) ADJ UNCH    2 0
 HQ0436
 HQ0436.Superseded values are not recommended for survey control.
 HQ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0436.See file dsdata.txt to determine how the superseded data were derived.
 HQ0436
 HQ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB8412506820(NAD 83)
 HQ0436_MARKER: DS = TRIANGULATION STATION DISK
 HQ0436_SETTING: 66 = SET IN ROCK OUTCROP
 HQ0436_SP_SET: GRANITE ROCK
 HQ0436_STAMPING: NOME 1933
 HQ0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ0436+STABILITY: POSITION/ELEVATION WELL
 HQ0436
 HQ0436  HISTORY     - Date     Condition        Report By
 HQ0436  HISTORY     - 1933     MONUMENTED       CGS
 HQ0436  HISTORY     - 1951     GOOD             CGS
 HQ0436  HISTORY     - 1952     GOOD             CGS
 HQ0436  HISTORY     - 1952     GOOD             AMS
 HQ0436  HISTORY     - 1952     GOOD             NGS
 HQ0436  HISTORY     - 1959     GOOD             USGS
 HQ0436  HISTORY     - 1959     GOOD             USGS
 HQ0436  HISTORY     - 1984     MARK NOT FOUND   USGS
 HQ0436
 HQ0436                          STATION DESCRIPTION
 HQ0436
 HQ0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 HQ0436'THE STATION IS IN THE NO NAME VALLEY, E OF OAK SPRING AND N
 HQ0436'OF YUCCA PASS.  ON THE FLAT AT THE JUNCTION OF THE YUCCA PASS
 HQ0436'ROAD AND THE WHITE ROCK SPRING ROAD, 29 METERS FROM THE
 HQ0436'INTERSECTION OF THE ROADS, 11.60 FROM CENTER OF W ROAD AND
 HQ0436'8.30 METERS FROM CENTER OF E ROAD.
 HQ0436'
 HQ0436'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS WEDGED
 HQ0436'IN A DRILL HOLE IN A BOULDER.
 HQ0436'
 HQ0436'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 HQ0436'IN A BOULDER.
 HQ0436'
 HQ0436'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ESE 3/8 MILE, 5 DEG
 HQ0436'N OF HIGHEST POINT ON SKYLINE, IN BARE SPOT JUST ACROSS WASH.
 HQ0436'
 HQ0436'REACHED AS FOLLOWS--FROM WHITE ROCK SPRING, GO S 8.0 MILES
 HQ0436'TO JUNCTION AND THE STATION.
 HQ0436'
 HQ0436'FROM LAS VEGAS TO CANE SPRING--TAKE THE TONOPAH HIGHWAY 65
 HQ0436'MILES, TURN RIGHT OFF HIGHWAY AND GO 26 MILES TO CANE SPRING.
 HQ0436'
 HQ0436'REACHED FROM CANE SPRING AS FOLLOWS--TAKE THE LAS VEGAS ROAD
 HQ0436'AND GO 0.2 MILE TAKE RIGHT FORK, GO 4.2 MILES TAKE LEFT FORK,
 HQ0436'GO 0.8 MILE KEEP STRAIGHT AHEAD, GO 5.6 MILES TO THE TOP OF
 HQ0436'YUCCA PASS AND KEEP STRAIGHT AHEAD ON THE MAIN-TRAVELED ROAD
 HQ0436'12.1 MILES TO A FORK IN THE ROAD AND THE STATION.
 HQ0436'
 HQ0436'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 HQ0436
 HQ0436                          STATION RECOVERY (1951)
 HQ0436
 HQ0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 HQ0436'THE STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARK 1
 HQ0436'HAS BEEN DESTROYED BY RECENT CONSTRUCTION AT THE NEVADA TEST
 HQ0436'SITE.  REFERENCE MARK 3 WAS ESTABLISHED AND IS DESCRIBED
 HQ0436'BELOW.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED
 HQ0436'TO HAVE BEEN DESTROYED.  THE STATION AND REFERENCE MARK 2
 HQ0436'WERE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 HQ0436'
 HQ0436'STATION IS LOCATED IN NO NAME VALLEY, 11 MILES (AIRLINE)
 HQ0436'N OF YUCCA PASS AND THE CONTROL POINT OF THE NEVADA TEST
 HQ0436'SITE, AND ABOUT 2 MILES (AIRLINE) S OF THE SOUTH ZERO POINT
 HQ0436'OF THE NEVADA TEST SITE.  IT IS 100 FEET S OF THE CENTERLINE
 HQ0436'OF A DIRT ROAD, AND 50 FEET SW OF THE INTERSECTION OF A T-ROAD.
 HQ0436'STATION MARK IS A STANDARD DISK, STAMPED NOME 1933 SET IN A
 HQ0436'DRILL HOLE IN THE TOP OF A 14-INCH SQUARE BOULDER WHICH
 HQ0436'PROJECTS 14 INCHES.
 HQ0436'
 HQ0436'REFERENCE MARK 2 IS 5 FEET SW OF THE T-ROAD INTERSECTION,
 HQ0436'AND ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS A STANDARD
 HQ0436'DISK, STAMPED NOME NO 2 1933 SET IN A DRILL HOLE IN THE TOP
 HQ0436'OF AN 8-INCH SQUARE BOULDER WHICH PROJECTS 4 INCHES.
 HQ0436'
 HQ0436'REFERENCE MARK 3 IS 30 FEET S OF THE CENTER LINE OF AN E-W
 HQ0436'DIRT ROAD, 10 FEET E OF A CABLE DITCH, AND ABOUT 1 FOOT LOWER
 HQ0436'THAN THE STATION.  IT IS A STANDARD DISK, STAMPED NOME NO E
 HQ0436'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST WHICH
 HQ0436'IS FLUSH WITH THE GROUND.
 HQ0436'
 HQ0436'TO REACH FROM THE NEVADA TEST SITE CONTROL POINT AT YUCCA PASS
 HQ0436'GO N ON THE PAVED ROAD FOR 11.4 MILES TO A PAVED FORK.  TAKE
 HQ0436'THE LEFT FORK AND GO 100 FEET TO A FORK.  TAKE THE LEFT FORK
 HQ0436'(W) AND FOLLOW THE FIRST ROAD FOR 0.3 MILE TO A DIRT T-ROAD.
 HQ0436'TURN LEFT (S) AND GO FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 HQ0436'
 HQ0436'NOTE--OBSERVATIONS WERE TAKEN FROM A 14-FOOT WOODEN STAND.
 HQ0436
 HQ0436                          STATION RECOVERY (1952)
 HQ0436
 HQ0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EWR)
 HQ0436'STATION IS LOCATED 11.6 MILES N ALONG THE MURCURY HIGHWAY
 HQ0436'FROM THE SUMMIT OF YUCCA PASS, THENCE 0.4 MILE W ALONG A
 HQ0436'DIRT ROAD.  239 FEET N OF THE CENTER LINE OF AN E-W ROAD, AND
 HQ0436'32 FEET E OF THE CENTER LINE OF A N-S ROAD, IT IS A
 HQ0436'TRIANGULATION-STATION DISK, STAMPED NOME 1933 SET IN THE TOP
 HQ0436'OF A SMALL GRANITE ROCK WHICH PROJECTS 0.8 FOOT ABOVE THE
 HQ0436'GROUND.
 HQ0436'
 HQ0436'REFERENCE MARK 2 IS 45.9 FEET E OF THE STATION, AND 69 FEET
 HQ0436'E OF THE CENTER LINE OF A N-S ROAD.  IT IS A REFERENCE-MARK
 HQ0436'DISK, PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HQ0436'
 HQ0436'REFERENCE MARK 3 IS 70.3 FEET NW OF THE STATION, AND 17 FEET
 HQ0436'W OF THE CENTERLINE OF A N-S ROAD.  IT IS A REFERENCE-MARK
 HQ0436'DISK, STAMPED NOME NO 3 1951.
 HQ0436
 HQ0436                          STATION RECOVERY (1952)
 HQ0436
 HQ0436'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ0436'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A STANDARD
 HQ0436'U.S.G. AND G.S. TRIANGULATION STATION DISK SET IN THE TOP OF
 HQ0436'1 FOOT SQUARE ROCK PROJECTING 1 FOOT AND IS STAMPED NOME 1933.
 HQ0436'
 HQ0436'REFERENCE MARK 1 WAS NOT FOUND.
 HQ0436'
 HQ0436'REFERENCE MARK 2 AND 3 WERE FOUND IN GOOD CONDITION.
 HQ0436'
 HQ0436'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 HQ0436'
 HQ0436'TO REACH THE STATION FROM THE INTERSECTION OF MERCURY HWY
 HQ0436'AND RANGER AVE. AT CAMP MERCURY, NEV., GO NORTH ON THE PAVED
 HQ0436'HIGHWAY FOR 30.3 MILES TO A THREE WAY ROAD FORK.  GO ON LEFT
 HQ0436'FORK (NNW) FOR 3.1 MILES TO A GRAVEL ROAD NE AND E AT A GRAVEL
 HQ0436'STOCK PILE.  TURN RIGHT AND GO NE AND E FOR 0.9 MILE TO A
 HQ0436'N-S BULLDOZED TRACK.  TURN LEFT AND GO NORTH ALONG EAST SIDE
 HQ0436'OF THE BULLDOZED TRACK FOR 186 FEET TO THE STATION SITE.
 HQ0436
 HQ0436                          STATION RECOVERY (1952)
 HQ0436
 HQ0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 HQ0436'12 MI N FROM YUCCA PASS.
 HQ0436'11.6 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF
 HQ0436'YUCCA PASS, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, 239 FEET
 HQ0436'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 32 FEET EAST
 HQ0436'OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD, SET IN THE TOP
 HQ0436'OF A SMALL GRANITE ROCK WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 HQ0436
 HQ0436                          STATION RECOVERY (1959)
 HQ0436
 HQ0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HQ0436'RECOVERED AS DESCRIBED IN 1933 IN NGS DESCRIPTION LIST 37 116 2,
 HQ0436'STATION 1005.
 HQ0436
 HQ0436                          STATION RECOVERY (1959)
 HQ0436
 HQ0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HQ0436'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37116-2, STATION 1005.
 HQ0436'NOTE BY USGS, 1959--FOUND AS DESCRIBED EXCEPT THAT REFERENCE MARK NO.
 HQ0436'3 (DIRECTI MARK) WAS NOT FOUND. STATION MARK--A STANDARD USG AND GS
 HQ0436'TRIANGULATION STATION DISK STAMPED---NOME 1933---, SET IN THE TOP OF 1
 HQ0436'FOOT SQUARE ROCK PROJECTING 1 FOOT.
 HQ0436
 HQ0436                          STATION RECOVERY (1984)
 HQ0436
 HQ0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0437 ***********************************************************************
 HQ0437  DESIGNATION -  NOME RM 2
 HQ0437  PID         -  HQ0437
 HQ0437  STATE/COUNTY-  NV/NYE
 HQ0437  USGS QUAD   -  YUCCA FLAT (1986)
 HQ0437
 HQ0437                         *CURRENT SURVEY CONTROL
 HQ0437  ___________________________________________________________________
 HQ0437* NAD 83(1986)-  37 06 14.     (N)    116 03 10.     (W)     SCALED    
 HQ0437* NAVD 88     -      1270.378  (meters)    4167.90   (feet)  ADJUSTED  
 HQ0437  ___________________________________________________________________
 HQ0437  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 HQ0437  DYNAMIC HT  -        1268.985 (meters)    4163.33  (feet)  COMP
 HQ0437  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 HQ0437
 HQ0437  VERT ORDER  -  SECOND    CLASS 0
 HQ0437
 HQ0437.The horizontal coordinates were scaled from a topographic map and have
 HQ0437.an estimated accuracy of +/- 6 seconds.
 HQ0437
 HQ0437.The orthometric height was determined by differential leveling
 HQ0437.and adjusted by the National Geodetic Survey in June 1991..
 HQ0437
 HQ0437.The geoid height was determined by GEOID03.
 HQ0437
 HQ0437.The dynamic height is computed by dividing the NAVD 88
 HQ0437.geopotential number by the normal gravity value computed on the
 HQ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0437.degrees latitude (g = 980.6199 gals.).
 HQ0437
 HQ0437.The modeled gravity was interpolated from observed gravity values.
 HQ0437
 HQ0437;                    North         East    Units  Estimated Accuracy
 HQ0437;SPC NV C     - 6,261,330.      554,560.      MT  (+/- 180 meters Scaled)
 HQ0437
 HQ0437                          SUPERSEDED SURVEY CONTROL
 HQ0437
 HQ0437  NGVD 29 (??/??/92) 1269.442  (m)         4164.83   (f) ADJ UNCH    2 0
 HQ0437
 HQ0437.Superseded values are not recommended for survey control.
 HQ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0437.See file dsdata.txt to determine how the superseded data were derived.
 HQ0437
 HQ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB841068(NAD 83)
 HQ0437_MARKER: DR = REFERENCE MARK DISK
 HQ0437_SETTING: 80 = SET IN A BOULDER
 HQ0437_SP_SET: BOULDER
 HQ0437_STAMPING: NOME NO 2 1933
 HQ0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0437+STABILITY: SURFACE MOTION
 HQ0437
 HQ0437  HISTORY     - Date     Condition        Report By
 HQ0437  HISTORY     - 1933     MONUMENTED       CGS
 HQ0437  HISTORY     - 1952     GOOD             NGS
 HQ0437
 HQ0437                          STATION DESCRIPTION
 HQ0437
 HQ0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0437'12 MI N FROM YUCCA PASS.
 HQ0437'11.6 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF
 HQ0437'YUCCA PASS, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, 69 FEET
 HQ0437'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 45.9 FEET
 HQ0437'EAST OF TRIANGULATION STATION NOME 1933, 0.4 FOOT ABOVE THE
 HQ0437'GROUND, SET IN THE TOP OF A SMALL GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0435 ***********************************************************************
 HQ0435  DESIGNATION -  NOME RM 3 RESET
 HQ0435  PID         -  HQ0435
 HQ0435  STATE/COUNTY-  NV/NYE
 HQ0435  USGS QUAD   -  YUCCA FLAT (1986)
 HQ0435
 HQ0435                         *CURRENT SURVEY CONTROL
 HQ0435  ___________________________________________________________________
 HQ0435* NAD 83(1986)-  37 06 14.     (N)    116 03 10.     (W)     SCALED    
 HQ0435* NAVD 88     -      1270.528  (meters)    4168.39   (feet)  ADJUSTED  
 HQ0435  ___________________________________________________________________
 HQ0435  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 HQ0435  DYNAMIC HT  -        1269.135 (meters)    4163.82  (feet)  COMP
 HQ0435  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 HQ0435
 HQ0435  VERT ORDER  -  SECOND    CLASS 0
 HQ0435
 HQ0435.The horizontal coordinates were scaled from a topographic map and have
 HQ0435.an estimated accuracy of +/- 6 seconds.
 HQ0435
 HQ0435.The orthometric height was determined by differential leveling
 HQ0435.and adjusted by the National Geodetic Survey in June 1991..
 HQ0435
 HQ0435.The geoid height was determined by GEOID03.
 HQ0435
 HQ0435.The dynamic height is computed by dividing the NAVD 88
 HQ0435.geopotential number by the normal gravity value computed on the
 HQ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0435.degrees latitude (g = 980.6199 gals.).
 HQ0435
 HQ0435.The modeled gravity was interpolated from observed gravity values.
 HQ0435
 HQ0435;                    North         East    Units  Estimated Accuracy
 HQ0435;SPC NV C     - 6,261,330.      554,560.      MT  (+/- 180 meters Scaled)
 HQ0435
 HQ0435                          SUPERSEDED SURVEY CONTROL
 HQ0435
 HQ0435  NGVD 29 (??/??/92) 1269.594  (m)         4165.33   (f) ADJ UNCH    2 0
 HQ0435
 HQ0435.Superseded values are not recommended for survey control.
 HQ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0435.See file dsdata.txt to determine how the superseded data were derived.
 HQ0435
 HQ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB841068(NAD 83)
 HQ0435_MARKER: DR = REFERENCE MARK DISK
 HQ0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HQ0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HQ0435_STAMPING: NOME NO 3 1951
 HQ0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HQ0435+STABILITY: SURFACE MOTION
 HQ0435
 HQ0435  HISTORY     - Date     Condition        Report By
 HQ0435  HISTORY     - 1951     MONUMENTED       CGS
 HQ0435  HISTORY     - 1952     GOOD             NGS
 HQ0435
 HQ0435                          STATION DESCRIPTION
 HQ0435
 HQ0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HQ0435'12 MI N FROM YUCCA PASS.
 HQ0435'11.6 MILES NORTH ALONG THE MERCURY HIGHWAY FROM THE SUMMIT OF
 HQ0435'YUCCA PASS, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, 70.3 FEET
 HQ0435'NORTHWEST OF TRIANGULATION STATION NOME 1933, 17 FEET WEST OF
 HQ0435'THE CENTER LINE OF A NORTH AND SOUTH ROAD, SET IN THE TOP OF
 HQ0435'A CONCRETE POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0379 ***********************************************************************
 HP0379  DESIGNATION -  NOPAH
 HP0379  PID         -  HP0379
 HP0379  STATE/COUNTY-  NV/LINCOLN
 HP0379  USGS QUAD   -  HANCOCK SUMMIT (1983)
 HP0379
 HP0379                         *CURRENT SURVEY CONTROL
 HP0379  ___________________________________________________________________
 HP0379* NAD 83(1994)-  37 28 42.87268(N)    115 20 35.58388(W)     ADJUSTED  
 HP0379* NAVD 88     -      1466.3    (meters)    4811.     (feet)  VERTCON   
 HP0379  ___________________________________________________________________
 HP0379  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 HP0379  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 HP0379
 HP0379  HORZ ORDER  -  FIRST
 HP0379
 HP0379.The horizontal coordinates were established by classical geodetic methods
 HP0379.and adjusted by the National Geodetic Survey in June 1998..
 HP0379
 HP0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0379
 HP0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0379
 HP0379.The geoid height was determined by GEOID03.
 HP0379
 HP0379;                    North         East     Units Scale Factor Converg.
 HP0379;SPC NV E     - 8,302,762.802   221,236.285   MT  0.99990555   +0 08 46.0
 HP0379;SPC NV E     -27,239,980.96    725,839.38   sFT  0.99990555   +0 08 46.0
 HP0379;UTM  11      - 4,149,253.403   646,490.287   MT  0.99986433   +1 00 29.8
 HP0379
 HP0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0379!SPC NV E     -   0.99977390  x   0.99990555  =   0.99967947
 HP0379!UTM  11      -   0.99977390  x   0.99986433  =   0.99963826
 HP0379
 HP0379:                Primary Azimuth Mark                     Grid Az
 HP0379:SPC NV E     -  NOPAH AZ MK                              024 25 44.6
 HP0379:UTM  11      -  NOPAH AZ MK                              023 34 00.8
 HP0379
 HP0379|---------------------------------------------------------------------|
 HP0379| PID    Reference Object                     Distance      Geod. Az  |
 HP0379|                                                           dddmmss.s |
 HP0379| DD5533 NOPAH AZ MK                                        0243430.6 |
 HP0379| HP0141 E 58                                174.560 METERS 02659     |
 HP0379| DD5534 NOPAH RM 2                            8.851 METERS 24420     |
 HP0379|---------------------------------------------------------------------|
 HP0379
 HP0379                          SUPERSEDED SURVEY CONTROL
 HP0379
 HP0379  NAD 83(1994)-  37 28 42.86749(N)    115 20 35.58285(W) AD(       ) 1
 HP0379  NAD 83(1986)-  37 28 42.86556(N)    115 20 35.58310(W) AD(       ) 1
 HP0379  NAD 27      -  37 28 43.01000(N)    115 20 32.49800(W) AD(       ) 1
 HP0379  NGVD 29 (07/19/86) 1465.3    (m)         4807.     (f) VERT ANG       
 HP0379
 HP0379.Superseded values are not recommended for survey control.
 HP0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0379.See file dsdata.txt to determine how the superseded data were derived.
 HP0379
 HP0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB4649049253(NAD 83)
 HP0379_MARKER: DS = TRIANGULATION STATION DISK
 HP0379_SETTING: 80 = SET IN A BOULDER
 HP0379_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HP0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HP0379+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2002
 HP0379
 HP0379  HISTORY     - Date     Condition        Report By
 HP0379  HISTORY     - 1944     MONUMENTED       CGS
 HP0379  HISTORY     - 20020915 GOOD             USGS-R
 HP0379
 HP0379                          STATION DESCRIPTION
 HP0379
 HP0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 HP0379'STATION IS ABOUT 7 MILES (AIR LINE) SW OF CRYSTAL SPRINGS, ON
 HP0379'THE TOP OF AN L-SHAPED RIDGE, ABOUT 20 FEET ABOVE AND TO THE
 HP0379'N OF THE CALIENTE-TONOPAH ROAD.
 HP0379'
 HP0379'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER FLUSH
 HP0379'WITH THE GROUND.  IT IS 48.3 FEET (SLOPE DISTANCE) N OF THE
 HP0379'CENTER LINE OF THE CALIENTE-TONOPAH ROAD AND IS STAMPED NOPAH
 HP0379'1944.
 HP0379'
 HP0379'THE REFERENCE MARK 1 IS A BRONZE BENCH-MARK DISK SET IN A CONCRETE
 HP0379'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT
 HP0379'12 FEET LOWER THAN THE STATION MARK, 33 FEET SE OF THE CENTER
 HP0379'LINE OF THE ROAD, AND IS STAMPED E 58 1934.
 HP0379'
 HP0379'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HP0379'PROJECTING ABOUT 18 INCHES ABOVE THE GROUND.  IT IS AT ABOUT
 HP0379'THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED NOPAH
 HP0379'NO 2 1944.
 HP0379'
 HP0379'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH
 HP0379'WITH THE GROUND.  IT IS 9 FEET ESE OF A WITNESS POST, 193
 HP0379'FEET ESE OF THE CENTER LINE OF THE ROAD, AND IS STAMPED NOPAH
 HP0379'1944.
 HP0379'
 HP0379'TO REACH STATION FROM CRYSTAL SPRINGS, GO SW TOWARD TONOPAH
 HP0379'FOR 7.3 MILES TO B.M. E 58 ON THE LEFT SIDE OF THE ROAD.
 HP0379'CONTINUE 0.05 MILE TO STATION ON TOP OF RIDGE AT RIGHT TURN
 HP0379'IN ROAD.
 HP0379'
 HP0379'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 HP0379
 HP0379                          STATION RECOVERY (2002)
 HP0379
 HP0379'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2002 (DPB)
 HP0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0471 ***********************************************************************
 MT0471  DESIGNATION -  NORM
 MT0471  PID         -  MT0471
 MT0471  STATE/COUNTY-  NV/ELKO
 MT0471  USGS QUAD   -  DEETH (1967)
 MT0471
 MT0471                         *CURRENT SURVEY CONTROL
 MT0471  ___________________________________________________________________
 MT0471* NAD 83(1994)-  41 02 00.37867(N)    115 22 30.92786(W)     ADJUSTED  
 MT0471* NAVD 88     -      1619.185  (meters)    5312.28   (feet)  ADJUSTED  
 MT0471  ___________________________________________________________________
 MT0471  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 MT0471  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 MT0471  DYNAMIC HT  -        1617.856 (meters)    5307.92  (feet)  COMP
 MT0471  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 MT0471
 MT0471  HORZ ORDER  -  SECOND
 MT0471  VERT ORDER  -  SECOND    CLASS 0
 MT0471
 MT0471.The horizontal coordinates were established by classical geodetic methods
 MT0471.and adjusted by the National Geodetic Survey in June 1998..
 MT0471
 MT0471.The orthometric height was determined by differential leveling
 MT0471.and adjusted by the National Geodetic Survey in June 1991..
 MT0471
 MT0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0471
 MT0471.The geoid height was determined by GEOID03.
 MT0471
 MT0471.The dynamic height is computed by dividing the NAVD 88
 MT0471.geopotential number by the normal gravity value computed on the
 MT0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0471.degrees latitude (g = 980.6199 gals.).
 MT0471
 MT0471.The modeled gravity was interpolated from observed gravity values.
 MT0471
 MT0471;                    North         East     Units Scale Factor Converg.
 MT0471;SPC NV E     - 8,697,379.564   217,495.884   MT  0.99990377   +0 08 11.8
 MT0471;SPC NV E     -28,534,652.79    713,567.75   sFT  0.99990377   +0 08 11.8
 MT0471;UTM  11      - 4,543,740.534   636,576.795   MT  0.99982958   +1 04 00.5
 MT0471
 MT0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0471!SPC NV E     -   0.99974890  x   0.99990377  =   0.99965269
 MT0471!UTM  11      -   0.99974890  x   0.99982958  =   0.99957852
 MT0471
 MT0471|---------------------------------------------------------------------|
 MT0471| PID    Reference Object                     Distance      Geod. Az  |
 MT0471|                                                           dddmmss.s |
 MT0471| MT0473 NORM RM 1                             6.938 METERS 02953     |
 MT0471| MT0828 REED                                APPROX. 3.4 KM 1892117.6 |
 MT0471| MT0474 NORM RM 2                             8.519 METERS 19822     |
 MT0471|---------------------------------------------------------------------|
 MT0471
 MT0471                          SUPERSEDED SURVEY CONTROL
 MT0471
 MT0471  NAD 83(1994)-  41 02 00.37719(N)    115 22 30.92268(W) AD(       ) 2
 MT0471  NAD 83(1986)-  41 02 00.37710(N)    115 22 30.92251(W) AD(       ) 2
 MT0471  NAD 27      -  41 02 00.66299(N)    115 22 27.70744(W) AD(       ) 2
 MT0471  NGVD 29 (??/??/92) 1618.024  (m)         5308.47   (f) ADJ UNCH    2 0
 MT0471
 MT0471.Superseded values are not recommended for survey control.
 MT0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0471.See file dsdata.txt to determine how the superseded data were derived.
 MT0471
 MT0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF3657743741(NAD 83)
 MT0471_MARKER: DS = TRIANGULATION STATION DISK
 MT0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0471_STAMPING: NORM 1957
 MT0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0471+STABILITY: SURFACE MOTION
 MT0471
 MT0471  HISTORY     - Date     Condition        Report By
 MT0471  HISTORY     - 1957     MONUMENTED       CGS
 MT0471  HISTORY     - 1957     GOOD             CGS
 MT0471  HISTORY     - 1963     SEE DESCRIPTION  NVDH
 MT0471
 MT0471                          STATION DESCRIPTION
 MT0471
 MT0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0471'THE STATION IS ON A LOW BARREN BENCH ON THE SOUTHEAST SIDE
 MT0471'OF U.S. HIGHWAY 40, 26.4 MILES NORTHEAST ALONG U.S. HIGHWAY
 MT0471'40 FROM THE TRAFFIC SIGNAL AT FIFTH AND IDAHO STREETS IN ELKO,
 MT0471'AND ABOUT 6 MILES (AIRLINE) WEST-SOUTHWEST OF DEETH.
 MT0471'
 MT0471'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE ROUTE
 MT0471'11 (19.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM FIFTH
 MT0471'AND IDAHO STREETS IN ELKO), GO NORTHEAST ON U.S. HIGHWAY 40
 MT0471'FOR 7.1 MILES TO A WIRE GATE ON THE RIGHT.  GO THROUGH GATE,
 MT0471'THENCE SOUTHEAST ON OLD ROAD FOR ABOUT 75 YARDS, TURN LEFT AND GO
 MT0471'NORTHEAST FOR 0.15 MILE TO SUMMIT OF LOW HILL AND STATION.
 MT0471'
 MT0471'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 MT0471'DISKS SET IN CONCRETE CYLINDERS.
 MT0471'
 MT0471'THE STATION MARK, STAMPED NORM 1957, PROJECTS ABOUT 6 INCHES
 MT0471'AND IS 11-1/2 FEET NORTHEAST OF A WITNESS POST.  IT IS 117-1/2
 MT0471'FEET SOUTHEAST OF TE RIGHT-OF-WAY FENCE AND ABOUT 60 PACES
 MT0471'SOUTHEAST OF THE HIGHWAY.
 MT0471'
 MT0471'REFERENCE MARK 1, STAMPED NORM NO 1 1957, PROJECTS ABOUT 1
 MT0471'INCH AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 MT0471'
 MT0471'REFERENCE MARK 2, STAMPED NORM NO 2 1957, PROJECTS ABOUT 6 INCHES
 MT0471'AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 MT0471
 MT0471                          STATION RECOVERY (1957)
 MT0471
 MT0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MT0471'26.3 MI NE FROM ELKO.
 MT0471'26.3 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 MT0471'IDAHO STREETS AT ELKO, 187 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY,
 MT0471'117.1 FEET SOUTHEAST OF NORTHEAST-SOUTHWEST FENCELINE, 22.8 FEET
 MT0471'NORTHEAST OF R.M. 1, 28.1 FEET NORTH OF R.M. 2, 11.6 FEET NORTHEAST OF
 MT0471'WITNESS POST, ABOUT 15 FEET HIGHER THAN THE HIGHWAY, SET IN A ROUND
 MT0471'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND SURFACE.
 MT0471
 MT0471                          STATION RECOVERY (1963)
 MT0471
 MT0471'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1963
 MT0471'ALL MARKS WERE DESTROYED DUE TO ROAD CONSTRUCTION.  A NEW
 MT0471'STATION NORM 2 1962 WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0472 ***********************************************************************
 MT0472  DESIGNATION -  NORM 2
 MT0472  PID         -  MT0472
 MT0472  STATE/COUNTY-  NV/ELKO
 MT0472  USGS QUAD   -  DEETH (1967)
 MT0472
 MT0472                         *CURRENT SURVEY CONTROL
 MT0472  ___________________________________________________________________
 MT0472* NAD 83(1994)-  41 01 58.96397(N)    115 22 31.23563(W)     ADJUSTED  
 MT0472* NAVD 88     -      1615.42   (meters)    5299.9    (feet)  RESET     
 MT0472  ___________________________________________________________________
 MT0472  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 MT0472  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 MT0472
 MT0472  HORZ ORDER  -  THIRD
 MT0472  VERT ORDER  -  THIRD
 MT0472
 MT0472.The horizontal coordinates were established by classical geodetic methods
 MT0472.and adjusted by the National Geodetic Survey in June 1998..
 MT0472.No horizontal observational check was made to the station.
 MT0472
 MT0472.The orthometric height was computed from unverified reset data.
 MT0472
 MT0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0472
 MT0472.The geoid height was determined by GEOID03.
 MT0472
 MT0472;                    North         East     Units Scale Factor Converg.
 MT0472;SPC NV E     - 8,697,335.910   217,488.799   MT  0.99990376   +0 08 11.6
 MT0472;SPC NV E     -28,534,509.56    713,544.50   sFT  0.99990376   +0 08 11.6
 MT0472;UTM  11      - 4,543,696.774   636,570.420   MT  0.99982956   +1 04 00.3
 MT0472
 MT0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0472!SPC NV E     -   0.99974949  x   0.99990376  =   0.99965327
 MT0472!UTM  11      -   0.99974949  x   0.99982956  =   0.99957909
 MT0472
 MT0472|---------------------------------------------------------------------|
 MT0472| PID    Reference Object                     Distance      Geod. Az  |
 MT0472|                                                           dddmmss.s |
 MT0472| MT0471 NORM                                 44.230 METERS 00921     |
 MT0472| MT0476 NORM 2 RM 4                           7.654 METERS 09949     |
 MT0472| MT0828 REED                                APPROX. 3.3 KM 1892117.4 |
 MT0472| MT0475 NORM 2 RM 3                           7.605 METERS 27921     |
 MT0472|---------------------------------------------------------------------|
 MT0472
 MT0472                          SUPERSEDED SURVEY CONTROL
 MT0472
 MT0472  NAD 83(1994)-  41 01 58.96249(N)    115 22 31.23046(W) AD(       ) 3
 MT0472  NAD 83(1986)-  41 01 58.96239(N)    115 22 31.23030(W) AD(       ) 3
 MT0472  NAD 27      -  41 01 59.24825(N)    115 22 28.01522(W) AD(       ) 3
 MT0472  NGVD 29 (07/19/86) 1614.26   (m)         5296.1    (f) LEVELING    3  
 MT0472
 MT0472.Superseded values are not recommended for survey control.
 MT0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0472.See file dsdata.txt to determine how the superseded data were derived.
 MT0472
 MT0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF3657043697(NAD 83)
 MT0472_MARKER: DS = TRIANGULATION STATION DISK
 MT0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0472_STAMPING: NORM 2 1962
 MT0472_MARK LOGO: CGS   
 MT0472_PROJECTION: PROJECTING 10 CENTIMETERS
 MT0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0472
 MT0472  HISTORY     - Date     Condition        Report By
 MT0472  HISTORY     - 1963     MONUMENTED       NVDH
 MT0472  HISTORY     - 1963     GOOD             NGS
 MT0472  HISTORY     - 1984     GOOD             NGS
 MT0472
 MT0472                          STATION DESCRIPTION
 MT0472
 MT0472'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1963
 MT0472'STATION IS ON A LOW BARREN BENCH ON THE SOUTHEAST SIDE OF
 MT0472'EASTBOUND LANE OF INTERSTATE 80, 26.4 MILES NORTHEAST ALONG
 MT0472'U.S. 40 THEN INTERSTATE 80 FROM TRAFFIC SIGNAL AT 5TH AND
 MT0472'IDAHO STREETS, IN ELKO, ABOUT 6 MILES (AIRLINE) WSW OF DEETH.
 MT0472'
 MT0472'THE STATION MARK IS A STANDARD TRIANGULATON DISK STAMPED
 MT0472'NORM 2 1962, SET IN CONCRETE CYLINDER AND PROJECTS ABOUT
 MT0472'4 INCHES ABOVE GROUND SURFACE.  IT IS 158.0 FEET RIGHT OF
 MT0472'HIGHWAY STATION OE 341+96, 42.0 FEET NW OF A FENCE LINE AND
 MT0472'3 FEET SE OF A WITNESS POST.  UNDERGROUND MARK SET 2 FEET 8
 MT0472'INCHES BELOW SURFACE MARK.
 MT0472'
 MT0472'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK STAMPED
 MT0472'NORM 2 NO 3 1962, SET IN CONCRETE CYLINDER AND FLUSH WITH
 MT0472'GROUND SURFACE.
 MT0472'
 MT0472'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK STAMPED
 MT0472'NORM 2 NO 4 1962, SET IN CONCRETE CYLINDER AND FLUSH WITH GROUND
 MT0472'SURFACE.
 MT0472
 MT0472                          STATION RECOVERY (1963)
 MT0472
 MT0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MT0472'26.4 MI NE FROM ELKO.
 MT0472'26.4 MILES NORTHEAST ALONG U. S. 40, THEN INTERSTATE 80 FROM TRAFFIC
 MT0472'SIGNAL AT 5TH AND IDAHO STREETS IN ELKO, ABOUT 6 MILES (AIRLINE)
 MT0472'WEST-SOUTHWEST OF DEETH, 158.0 FEET RIGHT OF HIGHWAY STATION OE
 MT0472'341+96, ON A LOW BARREN BENCH ON THE SOUTHEAST SIDE OF EASTBOUND LANE
 MT0472'OF INTERSTATE 80, 3 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE
 MT0472'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  THE
 MT0472'UNDER GROUND MARK IS SET 2 FEET 8 INCHES BELOW SURFACE STATION.
 MT0472
 MT0472                          STATION RECOVERY (1984)
 MT0472
 MT0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0472'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 MT0472'DESCRIPTION FOLLOWS.  14.15 KM (8.85 MI) NORTHEAST ALONG OLD US
 MT0472'HIGHWAY 40 FROM THE COURTHOUSE AT ELKO, THENCE 29.05 KM (18.15 MI)
 MT0472'NORTHEAST ALONG INTERSTATE 80, 0.35 KM (0.2 MI) SOUTHWEST OF MILEPOST
 MT0472'329, ON TOP OF THE SOUTHWEST END OF AN OFFSET CUT BANK, 47.7 METERS
 MT0472'(156.5 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE, 12.5 METERS
 MT0472'(41 FT) NORTHWEST OF THE RIGHT OF WAY FENCE, 7.6 METERS (25 FT) WEST
 MT0472'OF RM 4 AND 7.6 METERS (25 FT) EAST OF RM 3.
 MT0472'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 MT0472'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0475 ***********************************************************************
 MT0475  DESIGNATION -  NORM 2 RM 3
 MT0475  PID         -  MT0475
 MT0475  STATE/COUNTY-  NV/ELKO
 MT0475  USGS QUAD   -  DEETH (1967)
 MT0475
 MT0475                         *CURRENT SURVEY CONTROL
 MT0475  ___________________________________________________________________
 MT0475* NAD 83(1986)-  41 01 59.     (N)    115 22 31.     (W)     SCALED    
 MT0475* NAVD 88     -      1615.15   (meters)    5299.0    (feet)  RESET     
 MT0475  ___________________________________________________________________
 MT0475  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 MT0475
 MT0475  VERT ORDER  -  THIRD
 MT0475
 MT0475.The horizontal coordinates were scaled from a topographic map and have
 MT0475.an estimated accuracy of +/- 6 seconds.
 MT0475
 MT0475.The orthometric height was computed from unverified reset data.
 MT0475
 MT0475.The geoid height was determined by GEOID03.
 MT0475
 MT0475;                    North         East    Units  Estimated Accuracy
 MT0475;SPC NV E     - 8,697,340.      217,490.      MT  (+/- 180 meters Scaled)
 MT0475
 MT0475                          SUPERSEDED SURVEY CONTROL
 MT0475
 MT0475.No superseded survey control is available for this station.
 MT0475
 MT0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF365436(NAD 83)
 MT0475_MARKER: DR = REFERENCE MARK DISK
 MT0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0475_STAMPING: NORM 2 NO 3 1962
 MT0475_MARK LOGO: CGS   
 MT0475_PROJECTION: RECESSED 10 CENTIMETERS
 MT0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0475+STABILITY: SURFACE MOTION
 MT0475
 MT0475  HISTORY     - Date     Condition        Report By
 MT0475  HISTORY     - 1962     MONUMENTED       NVDH
 MT0475  HISTORY     - 1963     GOOD             NGS
 MT0475  HISTORY     - 1984     GOOD             NGS
 MT0475
 MT0475                          STATION DESCRIPTION
 MT0475
 MT0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MT0475'26.4 MI NE FROM ELKO.
 MT0475'26.4 MILES NORTHEAST ALONG U. S. 40, THEN INTERSTATE 80 FROM TRAFFIC
 MT0475'SIGNAL AT 5TH AND IDAHO STREETS IN ELKO, ABOUT 6 MILES (AIRLINE)
 MT0475'WEST-SOUTHWEST OF DEETH, 24.95 FEET WEST OF STATION NORM, AND SET
 MT0475'FLUSH WITH THE GROUND.
 MT0475
 MT0475                          STATION RECOVERY (1984)
 MT0475
 MT0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0475'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 MT0475'DESCRIPTION FOLLOWS.  14.15 KM (8.85 MI) NORTHEAST ALONG OLD US
 MT0475'HIGHWAY 40 FROM THE COURTHOUSE AT ELKO, THENCE 29.05 KM (18.15 MI)
 MT0475'NORTHEAST ALONG INTERSTATE 80, 0.35 KM (0.2 MI) SOUTHWEST OF MILEPOST
 MT0475'329, ON TOP OF THE SOUTHWEST END OF AN OFFSET CUT BANK, 42.3 METERS
 MT0475'(139 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE, 17.8 METERS
 MT0475'(58.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE, 15.2 METERS (50 FT)
 MT0475'WEST OF RM 4 AND 7.6 METERS (25 FT) WEST OF THE STATION.
 MT0475'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MT0475'THE MARK IS 0.6 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0476 ***********************************************************************
 MT0476  DESIGNATION -  NORM 2 RM 4
 MT0476  PID         -  MT0476
 MT0476  STATE/COUNTY-  NV/ELKO
 MT0476  USGS QUAD   -  DEETH (1967)
 MT0476
 MT0476                         *CURRENT SURVEY CONTROL
 MT0476  ___________________________________________________________________
 MT0476* NAD 83(1986)-  41 01 59.     (N)    115 22 31.     (W)     SCALED    
 MT0476* NAVD 88     -      1615.41   (meters)    5299.9    (feet)  RESET     
 MT0476  ___________________________________________________________________
 MT0476  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 MT0476
 MT0476  VERT ORDER  -  THIRD
 MT0476
 MT0476.The horizontal coordinates were scaled from a topographic map and have
 MT0476.an estimated accuracy of +/- 6 seconds.
 MT0476
 MT0476.The orthometric height was computed from unverified reset data.
 MT0476
 MT0476.The geoid height was determined by GEOID03.
 MT0476
 MT0476;                    North         East    Units  Estimated Accuracy
 MT0476;SPC NV E     - 8,697,340.      217,490.      MT  (+/- 180 meters Scaled)
 MT0476
 MT0476                          SUPERSEDED SURVEY CONTROL
 MT0476
 MT0476.No superseded survey control is available for this station.
 MT0476
 MT0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF365436(NAD 83)
 MT0476_MARKER: DR = REFERENCE MARK DISK
 MT0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0476_STAMPING: NORM 2 NO 4 1962
 MT0476_MARK LOGO: CGS   
 MT0476_PROJECTION: RECESSED 10 CENTIMETERS
 MT0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0476+STABILITY: SURFACE MOTION
 MT0476
 MT0476  HISTORY     - Date     Condition        Report By
 MT0476  HISTORY     - 1962     MONUMENTED       NVDH
 MT0476  HISTORY     - 1963     GOOD             NGS
 MT0476  HISTORY     - 1984     GOOD             NGS
 MT0476
 MT0476                          STATION DESCRIPTION
 MT0476
 MT0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MT0476'26.4 MI NE FROM ELKO.
 MT0476'26.4 MILES NORTHEAST ALONG U. S. 40, THEN INTERSTATE 80 FROM TRAFFIC
 MT0476'SIGNAL AT 5TH AND IDAHO STREETS IN ELKO, ABOUT 6 MILES (AIRLINE)
 MT0476'WEST-SOUTHWEST OF DEETH, AND SET FLUSH WITH THE GROUND.  THIS MARK IS
 MT0476'25.11 FEET EAST OF STATION NORM.
 MT0476
 MT0476                          STATION RECOVERY (1984)
 MT0476
 MT0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0476'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING SURVEY.  NEW
 MT0476'DESCRIPTION FOLLOWS.  14.15 KM (8.85 MI) NORTHEAST ALONG OLD US
 MT0476'HIGHWAY 40 FROM THE COURTHOUSE AT ELKO, THENCE 29.05 KM (18.15 MI)
 MT0476'NORTHEAST ALONG INTERSTATE 80, 0.35 KM (0.2 MI) SOUTHWEST OF MILEPOST
 MT0476'329, 52.7 METERS (173 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY
 MT0476'CENTERLINE, 15.2 METERS (50 FT) EAST OF RM 3, 7.5 METERS (24.5 FT)
 MT0476'NORTHWEST OF THE RIGHT OF WAY FENCE AND 7.6 METERS (25 FT) EAST OF THE
 MT0476'STATION.
 MT0476'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 MT0476'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0473 ***********************************************************************
 MT0473  DESIGNATION -  NORM RM 1
 MT0473  PID         -  MT0473
 MT0473  STATE/COUNTY-  NV/ELKO
 MT0473  USGS QUAD   -  MORGAN HILL (1982)
 MT0473
 MT0473                         *CURRENT SURVEY CONTROL
 MT0473  ___________________________________________________________________
 MT0473* NAD 83(1986)-  41 01 56.     (N)    115 22 39.     (W)     SCALED    
 MT0473* NAVD 88     -      1619.162  (meters)    5312.20   (feet)  ADJUSTED  
 MT0473  ___________________________________________________________________
 MT0473  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 MT0473  DYNAMIC HT  -        1617.833 (meters)    5307.84  (feet)  COMP
 MT0473  MODELED GRAV-     979,746.7   (mgal)                       NAVD 88
 MT0473
 MT0473  VERT ORDER  -  SECOND    CLASS 0
 MT0473
 MT0473.The horizontal coordinates were scaled from a topographic map and have
 MT0473.an estimated accuracy of +/- 6 seconds.
 MT0473
 MT0473.The orthometric height was determined by differential leveling
 MT0473.and adjusted by the National Geodetic Survey in June 1991..
 MT0473
 MT0473.The geoid height was determined by GEOID03.
 MT0473
 MT0473.The dynamic height is computed by dividing the NAVD 88
 MT0473.geopotential number by the normal gravity value computed on the
 MT0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0473.degrees latitude (g = 980.6199 gals.).
 MT0473
 MT0473.The modeled gravity was interpolated from observed gravity values.
 MT0473
 MT0473;                    North         East    Units  Estimated Accuracy
 MT0473;SPC NV E     - 8,697,240.      217,310.      MT  (+/- 180 meters Scaled)
 MT0473
 MT0473                          SUPERSEDED SURVEY CONTROL
 MT0473
 MT0473  NGVD 29 (??/??/92) 1618.001  (m)         5308.39   (f) ADJ UNCH    2 0
 MT0473
 MT0473.Superseded values are not recommended for survey control.
 MT0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0473.See file dsdata.txt to determine how the superseded data were derived.
 MT0473
 MT0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF363436(NAD 83)
 MT0473_MARKER: DR = REFERENCE MARK DISK
 MT0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0473_STAMPING: NORM NO 1 1957
 MT0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0473+STABILITY: SURFACE MOTION
 MT0473
 MT0473  HISTORY     - Date     Condition        Report By
 MT0473  HISTORY     - 1957     MONUMENTED       CGS
 MT0473
 MT0473                          STATION DESCRIPTION
 MT0473
 MT0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0473'26.3 MI NE FROM ELKO.
 MT0473'26.3 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 MT0473'IDAHO STREETS AT ELKO, 176 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY,
 MT0473'106.7 FEET SOUTHEAST OF NORTHEAST-SOUTHWEST FENCELINE, ABOUT 15 FEET
 MT0473'HIGHER THAN THE HIGHWAY, SET IN A ROUND CONCRETE POST PROJECTING 2
 MT0473'INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0474 ***********************************************************************
 MT0474  DESIGNATION -  NORM RM 2
 MT0474  PID         -  MT0474
 MT0474  STATE/COUNTY-  NV/ELKO
 MT0474  USGS QUAD   -  MORGAN HILL (1982)
 MT0474
 MT0474                         *CURRENT SURVEY CONTROL
 MT0474  ___________________________________________________________________
 MT0474* NAD 83(1986)-  41 01 58.     (N)    115 22 40.     (W)     SCALED    
 MT0474* NAVD 88     -      1618.997  (meters)    5311.66   (feet)  ADJUSTED  
 MT0474  ___________________________________________________________________
 MT0474  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 MT0474  DYNAMIC HT  -        1617.669 (meters)    5307.30  (feet)  COMP
 MT0474  MODELED GRAV-     979,746.8   (mgal)                       NAVD 88
 MT0474
 MT0474  VERT ORDER  -  SECOND    CLASS 0
 MT0474
 MT0474.The horizontal coordinates were scaled from a topographic map and have
 MT0474.an estimated accuracy of +/- 6 seconds.
 MT0474
 MT0474.The orthometric height was determined by differential leveling
 MT0474.and adjusted by the National Geodetic Survey in June 1991..
 MT0474
 MT0474.The geoid height was determined by GEOID03.
 MT0474
 MT0474.The dynamic height is computed by dividing the NAVD 88
 MT0474.geopotential number by the normal gravity value computed on the
 MT0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0474.degrees latitude (g = 980.6199 gals.).
 MT0474
 MT0474.The modeled gravity was interpolated from observed gravity values.
 MT0474
 MT0474;                    North         East    Units  Estimated Accuracy
 MT0474;SPC NV E     - 8,697,310.      217,280.      MT  (+/- 180 meters Scaled)
 MT0474
 MT0474                          SUPERSEDED SURVEY CONTROL
 MT0474
 MT0474  NGVD 29 (??/??/92) 1617.836  (m)         5307.85   (f) ADJ UNCH    2 0
 MT0474
 MT0474.Superseded values are not recommended for survey control.
 MT0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0474.See file dsdata.txt to determine how the superseded data were derived.
 MT0474
 MT0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF363436(NAD 83)
 MT0474_MARKER: DR = REFERENCE MARK DISK
 MT0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0474_STAMPING: NORM NO 2 1957
 MT0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0474+STABILITY: SURFACE MOTION
 MT0474
 MT0474  HISTORY     - Date     Condition        Report By
 MT0474  HISTORY     - 1957     MONUMENTED       CGS
 MT0474  HISTORY     - 1963     GOOD             NGS
 MT0474
 MT0474                          STATION DESCRIPTION
 MT0474
 MT0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0474'26.3 MI NE FROM ELKO.
 MT0474'26.3 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE CORNER OF 5TH AND
 MT0474'IDAHO STREETS AT ELKO, 205 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY,
 MT0474'136.4 FEET SOUTHEAST OF NORTHEAST-SOUTHWEST FENCELINE, ABOUT 15 FEET
 MT0474'HIGHER THAN THE HIGHWAY, SET IN A ROUND CONCRETE POST PROJECTING 6
 MT0474'INCHES ABOVE GROUND SURFACE.
 MT0474
 MT0474                          STATION RECOVERY (1963)
 MT0474
 MT0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MT0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8167 ***********************************************************************
 AH8167  DESIGNATION -  NORMAN
 AH8167  PID         -  AH8167
 AH8167  STATE/COUNTY-  NV/ESMERALDA
 AH8167  USGS QUAD   -  BLAIR JUNCTION (1968)
 AH8167
 AH8167                         *CURRENT SURVEY CONTROL
 AH8167  ___________________________________________________________________
 AH8167* NAD 83(1994)-  38 06 32.78583(N)    117 48 02.21783(W)     ADJUSTED  
 AH8167* NAVD 88     -      2261.0    (meters)    7418.     (feet)  VERTCON   
 AH8167  ___________________________________________________________________
 AH8167  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 AH8167  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AH8167
 AH8167  HORZ ORDER  -  THIRD
 AH8167
 AH8167.The horizontal coordinates were established by classical geodetic methods
 AH8167.and adjusted by the National Geodetic Survey in February 1999..
 AH8167
 AH8167.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8167
 AH8167.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8167
 AH8167.The geoid height was determined by GEOID03.
 AH8167
 AH8167;                    North         East     Units Scale Factor Converg.
 AH8167;SPC NV W     - 4,373,002.401   868,639.652   MT  0.99995801   +0 28 59.1
 AH8167;SPC NV W     -14,347,092.04  2,849,861.92   sFT  0.99995801   +0 28 59.1
 AH8167;UTM  11      - 4,218,223.457   429,811.770   MT  0.99966067   -0 29 38.9
 AH8167
 AH8167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8167!SPC NV W     -   0.99964928  x   0.99995801  =   0.99960730
 AH8167!UTM  11      -   0.99964928  x   0.99966067  =   0.99931007
 AH8167
 AH8167                          SUPERSEDED SURVEY CONTROL
 AH8167
 AH8167  NGVD 29 (02/26/99) 2259.8    (m)         7414.     (f) VERT ANG       
 AH8167
 AH8167.Superseded values are not recommended for survey control.
 AH8167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8167.See file dsdata.txt to determine how the superseded data were derived.
 AH8167
 AH8167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC2981218223(NAD 83)
 AH8167_MARKER: DS = TRIANGULATION STATION DISK
 AH8167_SETTING: 66 = SET IN ROCK OUTCROP
 AH8167_PROJECTION: FLUSH
 AH8167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8167+STABILITY: POSITION/ELEVATION WELL
 AH8167
 AH8167  HISTORY     - Date     Condition        Report By
 AH8167  HISTORY     - 1965     MONUMENTED       USGS
 AH8167
 AH8167                          STATION DESCRIPTION
 AH8167
 AH8167'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH8167'LOCATED ABOUT 7.5 MI. NE. OF COALDALE JUNCTION, 9 MI. E. OF THE N. END
 AH8167'OF COLUMBUS SALT MARSH, ON THE HIGHEST POINT OF A LARGE ROUNDED TOP.
 AH8167'STATION REACHED BY HELICOPTER.
 AH8167'STATION MARK--A STANDARD TABLET STAMPED---NORMAN 1965--- SET IN A
 AH8167'ROCK, FLUSH WITH GROUND.
 AH8167'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED---NO 1 1965--- SET IN
 AH8167'A ROCK, 32.38 FT. FROM STATION MARK IN DIRECT 195 DEGREES 01 MINUTES.
 AH8167'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED---NO 2 1965--- SET IN
 AH8167'A ROCK, 39.80 FT. FROM STATION MARK IN DIRECT 259 DEGREES 10 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0607 ***********************************************************************
 LQ0607  DESIGNATION -  NORTH
 LQ0607  PID         -  LQ0607
 LQ0607  STATE/COUNTY-  NV/ELKO
 LQ0607  USGS QUAD   -  WENDOVER (1972)
 LQ0607
 LQ0607                         *CURRENT SURVEY CONTROL
 LQ0607  ___________________________________________________________________
 LQ0607* NAD 83(1994)-  40 44 51.94179(N)    114 02 36.63872(W)     ADJUSTED  
 LQ0607* NAVD 88     -      1525.     (meters)    5003.     (feet)  SCALED    
 LQ0607  ___________________________________________________________________
 LQ0607  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 LQ0607  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 LQ0607
 LQ0607  HORZ ORDER  -  SECOND
 LQ0607
 LQ0607.The horizontal coordinates were established by classical geodetic methods
 LQ0607.and adjusted by the National Geodetic Survey in June 1998..
 LQ0607
 LQ0607.The orthometric height was scaled from a topographic map.
 LQ0607
 LQ0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0607
 LQ0607.The geoid height was determined by GEOID03.
 LQ0607
 LQ0607;                    North         East     Units Scale Factor Converg.
 LQ0607;SPC NV E     - 8,666,777.641   330,035.235   MT  1.00010806   +1 00 18.8
 LQ0607;SPC NV E     -28,434,252.98  1,082,790.60   sFT  1.00010806   +1 00 18.8
 LQ0607;SPC UT C     - 2,271,114.199   285,210.920   MT  1.00002579   -1 37 45.5
 LQ0607;UTM  11      - 4,514,962.376   749,607.347   MT  1.00036694   +1 55 50.8
 LQ0607;UTM  12      - 4,515,213.738   243,044.675   MT  1.00041276   -1 59 15.6
 LQ0607
 LQ0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0607!SPC NV E     -   0.99976370  x   1.00010806  =   0.99987173
 LQ0607!SPC UT C     -   0.99976370  x   1.00002579  =   0.99978948
 LQ0607!UTM  11      -   0.99976370  x   1.00036694  =   1.00013055
 LQ0607!UTM  12      -   0.99976370  x   1.00041276  =   1.00017636
 LQ0607
 LQ0607|---------------------------------------------------------------------|
 LQ0607| PID    Reference Object                     Distance      Geod. Az  |
 LQ0607|                                                           dddmmss.s |
 LQ0607| DD5535 NORTH RM 1                            5.884 METERS 04104     |
 LQ0607| LP0580 WENDOVER RAD RNG CENTER MAST        APPROX. 6.6 KM 1161510.2 |
 LQ0607| LQ0608 BOUNDARY NORTH MON NV UT              2.749 METERS 18631     |
 LQ0607| DD5536 NORTH RM 2                            8.854 METERS 25523     |
 LQ0607|---------------------------------------------------------------------|
 LQ0607
 LQ0607                          SUPERSEDED SURVEY CONTROL
 LQ0607
 LQ0607  NAD 83(1994)-  40 44 51.94179(N)    114 02 36.63866(W) AD(       ) 2
 LQ0607  NAD 83(1986)-  40 44 51.93483(N)    114 02 36.63253(W) AD(       ) 2
 LQ0607  NAD 27      -  40 44 52.18677(N)    114 02 33.59600(W) AD(       ) 2
 LQ0607
 LQ0607.Superseded values are not recommended for survey control.
 LQ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0607.See file dsdata.txt to determine how the superseded data were derived.
 LQ0607
 LQ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4960714962(NAD 83)
 LQ0607_MARKER: DS = TRIANGULATION STATION DISK
 LQ0607_SETTING: 66 = SET IN ROCK OUTCROP
 LQ0607_SP_SET: PARTIALLY EXPOSED BEDROCK
 LQ0607
 LQ0607  HISTORY     - Date     Condition        Report By
 LQ0607  HISTORY     - 1940     MONUMENTED       CGS
 LQ0607  HISTORY     - 1943     GOOD             CGS
 LQ0607  HISTORY     - 1943     GOOD             NVDH
 LQ0607
 LQ0607                          STATION DESCRIPTION
 LQ0607
 LQ0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 LQ0607'STATION IS ABOUT 1-1/4 MILES NW OF WESTERN PACIFIC RAILROAD
 LQ0607'STATION AT WENDOVER, AND 0.75 MILE N OF U.S. HIGHWAY 40, AT
 LQ0607'STATE LINE HOTEL.  NEAR THE BASE OF THE HIGH ROCKY CLIFFS, WHICH
 LQ0607'ARE THE FACE OF THE LEPPY RANGE OF MOUNTAINS.
 LQ0607'
 LQ0607'STATION MARK IS A STANDARD BRONZE DISK SET IN BEDROCK AND IS
 LQ0607'APPROXIMATELY 9.02 FEET N OF A STATE LINE MONUMENT.  THE MARK IS
 LQ0607'STAMPED NORTH 1940.
 LQ0607'
 LQ0607'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK, IS ABOUT 19 FEET
 LQ0607'NE OF THE STATION, SET IN A ROCK OUTCROPPING AND IS ABOUT 2
 LQ0607'FEET ABOVE THE STATION.
 LQ0607'
 LQ0607'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK, IS ABOUT 29
 LQ0607'FEET W OF THE STATION.  SET IN A LARGE ROCK OUTCROPPING AND IS
 LQ0607'ABOUT LEVEL WITH THE STATION MARK.
 LQ0607'
 LQ0607'TO REACH FROM WENDOVER, PROCEED TO STATE LINE HOTEL.  THENCE
 LQ0607'N ON DIRT ROAD ALONG STATE LINE 0.3 MILE TO SCHREIBERS HOUSE.
 LQ0607'KEEP TO RIGHT OF HOUSE AND CONTINUE N, 0.1 MILE TO FORK.  KEEP
 LQ0607'LEFT FORK, N, UP WASH 0.35 MILE TO END OF TRUCK TRAVEL AT A
 LQ0607'SMALL FLAT.  FROM END OF TRUCK TRAVEL, PACK NE ABOUT 200 YARDS
 LQ0607'TO STATION, WHICH IS ON A ROCKY BENCH ABOUT 80 YARDS SW OF A
 LQ0607'STEEP BLUFF AND JUST W OF A GROUP OF LARGE BOULDERS.
 LQ0607
 LQ0607                          STATION RECOVERY (1943)
 LQ0607
 LQ0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (LVE)
 LQ0607'RECOVERED STATION AND REFERENCE MARKS IN GOOD CONDITION.
 LQ0607'
 LQ0607'TO REACH FROM WENDOVER, TAKE ROAD LEADING NORTH FROM U.S. HIGHWAY
 LQ0607'40 OPPOSITE THE MAIN ROAD TO THE ARMY AIR BASE.  GO NORTH ON
 LQ0607'THIS ROAD 0.3 MILE, TAKE RIGHT FORK, GO 0.6 MILE (EAST THROUGH
 LQ0607'GRAVEL PIT AND THEN NORTH) ALONG MAIN TRAVELED ROAD TO THE END OF
 LQ0607'TRUCK TRAVEL.  FROM THIS POINT PROCEED EAST UP BENCH TOWARD THE
 LQ0607'BASE OF CLIFFS, ABOUT 200 YARDS TO STATION.
 LQ0607
 LQ0607                          STATION RECOVERY (1943)
 LQ0607
 LQ0607'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1943
 LQ0607'STATION FOUND AS DESCRIBED.  THE TRIPOD IS STILL STANDING
 LQ0607'AND IN GOOD CONDITION.  THIS TRIANGULATION STATION IS LOCATED
 LQ0607'APPROXIMATELY 9 FEET N OF THE CLOSING CORNER OF SECS. 7 AND
 LQ0607'18, T. 1 S., R. 19 W., SALT LAKE BASE AND MERIDIAN, WHICH IS
 LQ0607'A STONE MARKED WITH TWO NOTCHES ON THE N, FOUR ON THE S, N ON
 LQ0607'THE W, AND U-C.C. ON THE E FACE.
 LQ0607'
 LQ0607'THE DESCRIPTION OF THE TRIANGULATION STATION INDICATES THAT
 LQ0607'THE STATION IS LOCATED NEAR A BOUNDARY MONUMENT, BUT THIS IS
 LQ0607'A CLOSING CORNER SUPPOSED TO BE SET ON THE STATE LINE, AND
 LQ0607'CONSEQUENTLY HAS NO BEARING ON THE STATE LINE ITSELF, BUT
 LQ0607'SIMPLY CONTROLS THE LOCUS OF THE LINE E AND W BETWEEN THE
 LQ0607'SECTIONS.  MILEPOST NO. 40 IS SOME 700 FEET N FROM THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0244 ***********************************************************************
 LS0244  DESIGNATION -  NORTH BASE
 LS0244  PID         -  LS0244
 LS0244  STATE/COUNTY-  NV/PERSHING
 LS0244  USGS QUAD   -  LOVELOCK (1987)
 LS0244
 LS0244                         *CURRENT SURVEY CONTROL
 LS0244  ___________________________________________________________________
 LS0244* NAD 83(1986)-  40 10 04.     (N)    118 28 35.     (W)     SCALED    
 LS0244* NAVD 88     -      1210.908  (meters)    3972.79   (feet)  ADJUSTED  
 LS0244  ___________________________________________________________________
 LS0244  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 LS0244  DYNAMIC HT  -        1209.937 (meters)    3969.60  (feet)  COMP
 LS0244  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 LS0244
 LS0244  VERT ORDER  -  SECOND    CLASS 0
 LS0244
 LS0244.The horizontal coordinates were scaled from a topographic map and have
 LS0244.an estimated accuracy of +/- 6 seconds.
 LS0244
 LS0244.The orthometric height was determined by differential leveling
 LS0244.and adjusted by the National Geodetic Survey in June 1991..
 LS0244
 LS0244.The geoid height was determined by GEOID03.
 LS0244
 LS0244.The dynamic height is computed by dividing the NAVD 88
 LS0244.geopotential number by the normal gravity value computed on the
 LS0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0244.degrees latitude (g = 980.6199 gals.).
 LS0244
 LS0244.The modeled gravity was interpolated from observed gravity values.
 LS0244
 LS0244;                    North         East    Units  Estimated Accuracy
 LS0244;SPC NV W     - 4,601,250.      809,110.      MT  (+/- 180 meters Scaled)
 LS0244
 LS0244                          SUPERSEDED SURVEY CONTROL
 LS0244
 LS0244  NGVD 29 (??/??/92) 1209.970  (m)         3969.71   (f) ADJ UNCH    2 0
 LS0244
 LS0244.Superseded values are not recommended for survey control.
 LS0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0244.See file dsdata.txt to determine how the superseded data were derived.
 LS0244
 LS0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE742474(NAD 83)
 LS0244_MARKER: DS = TRIANGULATION STATION DISK
 LS0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0244_STAMPING: NORTH BASE 1944
 LS0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0244+STABILITY: SURFACE MOTION
 LS0244
 LS0244  HISTORY     - Date     Condition        Report By
 LS0244  HISTORY     - 1944     MONUMENTED       CGS
 LS0244  HISTORY     - 1951     GOOD             NGS
 LS0244
 LS0244                          STATION DESCRIPTION
 LS0244
 LS0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0244'0.85 MI S FROM LOVELOCK.
 LS0244'0.85 MILE SOUTH ALONG A PAVED ROAD ON THE EAST SIDE OF THE TRACKS FROM
 LS0244'THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT LOVELOCK, AT A T
 LS0244'JUNCTION OF THE MAIN ROAD AND A ROAD LEADING WEST TO AN ALFALFA MILL,
 LS0244'80 FEET WEST OF THE CENTER LINE OF THE ROAD RUNNING NORTH AND SOUTH,
 LS0244'41.9 FEET WEST OF R.M. 1, 37 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 LS0244'ROAD LEADING WEST TO THE MILL, 32.3 FEET SOUTHWEST OF THE SOUTHWEST
 LS0244'CORNER OF THE BRIDGE ACROSS THE DITCH, 44.1 FEET SOUTHEAST OF R.M. 2,
 LS0244'2.2 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 LS0244'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0243 ***********************************************************************
 LS0243  DESIGNATION -  NORTH BASE AZ MK
 LS0243  PID         -  LS0243
 LS0243  STATE/COUNTY-  NV/PERSHING
 LS0243  USGS QUAD   -  LOVELOCK (1987)
 LS0243
 LS0243                         *CURRENT SURVEY CONTROL
 LS0243  ___________________________________________________________________
 LS0243* NAD 83(1986)-  40 09 35.     (N)    118 28 35.     (W)     SCALED    
 LS0243* NAVD 88     -      1209.660  (meters)    3968.69   (feet)  ADJUSTED  
 LS0243  ___________________________________________________________________
 LS0243  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 LS0243  DYNAMIC HT  -        1208.689 (meters)    3965.51  (feet)  COMP
 LS0243  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 LS0243
 LS0243  VERT ORDER  -  SECOND    CLASS 0
 LS0243
 LS0243.The horizontal coordinates were scaled from a topographic map and have
 LS0243.an estimated accuracy of +/- 6 seconds.
 LS0243
 LS0243.The orthometric height was determined by differential leveling
 LS0243.and adjusted by the National Geodetic Survey in June 1991..
 LS0243
 LS0243.The geoid height was determined by GEOID03.
 LS0243
 LS0243.The dynamic height is computed by dividing the NAVD 88
 LS0243.geopotential number by the normal gravity value computed on the
 LS0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0243.degrees latitude (g = 980.6199 gals.).
 LS0243
 LS0243.The modeled gravity was interpolated from observed gravity values.
 LS0243
 LS0243;                    North         East    Units  Estimated Accuracy
 LS0243;SPC NV W     - 4,600,350.      809,110.      MT  (+/- 180 meters Scaled)
 LS0243
 LS0243                          SUPERSEDED SURVEY CONTROL
 LS0243
 LS0243  NGVD 29 (??/??/92) 1208.72   (m)         3965.6    (f) COMPUTED    2 0
 LS0243
 LS0243.Superseded values are not recommended for survey control.
 LS0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0243.See file dsdata.txt to determine how the superseded data were derived.
 LS0243
 LS0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE742465(NAD 83)
 LS0243_MARKER: DZ = AZIMUTH MARK DISK
 LS0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0243_STAMPING: NORTH BASE 1944
 LS0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0243+STABILITY: SURFACE MOTION
 LS0243
 LS0243  HISTORY     - Date     Condition        Report By
 LS0243  HISTORY     - 1944     MONUMENTED       CGS
 LS0243  HISTORY     - 1951     GOOD             NGS
 LS0243
 LS0243                          STATION DESCRIPTION
 LS0243
 LS0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0243'1.4 MI S FROM LOVELOCK.
 LS0243'1.4 MILES SOUTH ALONG A PAVED ROAD ON THE EAST SIDE OF THE TRACKS FROM
 LS0243'THE SOUTHERN PACIFIC COMPANY RAILROAD STATION IN LOVELOCK, AT A T
 LS0243'JUNCTION IN THE NORTH AND SOUTH FENCE LINE AND THE FENCE LINE LEADING
 LS0243'WEST, 39 1/2 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 24.7 FEET
 LS0243'NORTHWEST OF A POWER LINE POLE NO. 9750, 1.7 FEET WEST OF THE NORTH
 LS0243'AND SOUTH FENCE LINE, 1.8 FEET NORTH OF THE FENCE LINE LEADING WEST,
 LS0243'3.5 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 LS0243'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE THE
 LS0243'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0246 ***********************************************************************
 LS0246  DESIGNATION -  NORTH BASE RM 1
 LS0246  PID         -  LS0246
 LS0246  STATE/COUNTY-  NV/PERSHING
 LS0246  USGS QUAD   -  LOVELOCK (1987)
 LS0246
 LS0246                         *CURRENT SURVEY CONTROL
 LS0246  ___________________________________________________________________
 LS0246* NAD 83(1986)-  40 10 04.     (N)    118 28 36.     (W)     SCALED    
 LS0246* NAVD 88     -      1211.071  (meters)    3973.32   (feet)  ADJUSTED  
 LS0246  ___________________________________________________________________
 LS0246  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 LS0246  DYNAMIC HT  -        1210.100 (meters)    3970.14  (feet)  COMP
 LS0246  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 LS0246
 LS0246  VERT ORDER  -  SECOND    CLASS 0
 LS0246
 LS0246.The horizontal coordinates were scaled from a topographic map and have
 LS0246.an estimated accuracy of +/- 6 seconds.
 LS0246
 LS0246.The orthometric height was determined by differential leveling
 LS0246.and adjusted by the National Geodetic Survey in June 1991..
 LS0246
 LS0246.The geoid height was determined by GEOID03.
 LS0246
 LS0246.The dynamic height is computed by dividing the NAVD 88
 LS0246.geopotential number by the normal gravity value computed on the
 LS0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0246.degrees latitude (g = 980.6199 gals.).
 LS0246
 LS0246.The modeled gravity was interpolated from observed gravity values.
 LS0246
 LS0246;                    North         East    Units  Estimated Accuracy
 LS0246;SPC NV W     - 4,601,250.      809,090.      MT  (+/- 180 meters Scaled)
 LS0246
 LS0246                          SUPERSEDED SURVEY CONTROL
 LS0246
 LS0246  NGVD 29 (??/??/92) 1210.13   (m)         3970.2    (f) COMPUTED    2 0
 LS0246
 LS0246.Superseded values are not recommended for survey control.
 LS0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0246.See file dsdata.txt to determine how the superseded data were derived.
 LS0246
 LS0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE742474(NAD 83)
 LS0246_MARKER: DR = REFERENCE MARK DISK
 LS0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0246_STAMPING: NORTH BASE NO. 1 1944
 LS0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0246+STABILITY: SURFACE MOTION
 LS0246
 LS0246  HISTORY     - Date     Condition        Report By
 LS0246  HISTORY     - 1944     MONUMENTED       CGS
 LS0246  HISTORY     - 1951     GOOD             NGS
 LS0246
 LS0246                          STATION DESCRIPTION
 LS0246
 LS0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0246'0.85 MI S FROM LOVELOCK.
 LS0246'0.85 MILES SOUTH ALONG A PAVED ROAD ON THE EAST SIDE OF THE TRACKS
 LS0246'FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT LOVELOCK, AT A T
 LS0246'JUNCTION OF THE MAIN ROAD AND A ROAD LEADING WEST TO AN ALFALFA MILL
 LS0246'AND STOCK YARDS, 41.9 FEET NORTHEAST OF THE STATION, 45 1/2 FEET
 LS0246'SOUTHWEST OF THE CENTER OF THE T JUNCTION, 40 1/2 FEET WEST OF THE
 LS0246'CENTER LINE OF THE ROAD LEADING TO THE NORTH AND THE SOUTH, 21 FEET
 LS0246'SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST TO THE MILL, 2.2
 LS0246'FEET SOUTH OF THE SOUTHEAST END OF AN IRON GUARD RAIL, 1.0 FEET
 LS0246'SOUTHWEST OF A FENCE CORNER POST, ABOUT LEVEL WITH THE ROAD, AND SET
 LS0246'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0245 ***********************************************************************
 LS0245  DESIGNATION -  NORTH BASE RM 2
 LS0245  PID         -  LS0245
 LS0245  STATE/COUNTY-  NV/PERSHING
 LS0245  USGS QUAD   -  LOVELOCK (1987)
 LS0245
 LS0245                         *CURRENT SURVEY CONTROL
 LS0245  ___________________________________________________________________
 LS0245* NAD 83(1986)-  40 10 05.     (N)    118 28 36.     (W)     SCALED    
 LS0245* NAVD 88     -      1210.813  (meters)    3972.48   (feet)  ADJUSTED  
 LS0245  ___________________________________________________________________
 LS0245  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 LS0245  DYNAMIC HT  -        1209.842 (meters)    3969.29  (feet)  COMP
 LS0245  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 LS0245
 LS0245  VERT ORDER  -  SECOND    CLASS 0
 LS0245
 LS0245.The horizontal coordinates were scaled from a topographic map and have
 LS0245.an estimated accuracy of +/- 6 seconds.
 LS0245
 LS0245.The orthometric height was determined by differential leveling
 LS0245.and adjusted by the National Geodetic Survey in June 1991..
 LS0245
 LS0245.The geoid height was determined by GEOID03.
 LS0245
 LS0245.The dynamic height is computed by dividing the NAVD 88
 LS0245.geopotential number by the normal gravity value computed on the
 LS0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0245.degrees latitude (g = 980.6199 gals.).
 LS0245
 LS0245.The modeled gravity was interpolated from observed gravity values.
 LS0245
 LS0245;                    North         East    Units  Estimated Accuracy
 LS0245;SPC NV W     - 4,601,280.      809,090.      MT  (+/- 180 meters Scaled)
 LS0245
 LS0245                          SUPERSEDED SURVEY CONTROL
 LS0245
 LS0245  NGVD 29 (??/??/92) 1209.88   (m)         3969.4    (f) COMPUTED    2 0
 LS0245
 LS0245.Superseded values are not recommended for survey control.
 LS0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0245.See file dsdata.txt to determine how the superseded data were derived.
 LS0245
 LS0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE742474(NAD 83)
 LS0245_MARKER: DR = REFERENCE MARK DISK
 LS0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LS0245_STAMPING: NORTH BASE NO. 2 1944
 LS0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0245+STABILITY: SURFACE MOTION
 LS0245
 LS0245  HISTORY     - Date     Condition        Report By
 LS0245  HISTORY     - 1944     MONUMENTED       CGS
 LS0245  HISTORY     - 1951     GOOD             NGS
 LS0245
 LS0245                          STATION DESCRIPTION
 LS0245
 LS0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0245'0.85 MI S FROM LOVELOCK.
 LS0245'0.85 MILE SOUTH ALONG A PAVED ROAD ON THE EAST SIDE OF THE TRACKS,,
 LS0245'FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT LOVELOCK, AT A T
 LS0245'JUNCTION OF THE MAIN ROAD AND A ROAD LEADING WEST TO AN ALFALFA MILL,
 LS0245'117 1/2 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD RUNNING NORTH
 LS0245'AND SOUTH, 77 FEET WEST OF R.M. 1, 60.4 FEET WEST OF THE SOUTHWEST
 LS0245'CORNER OF THE BRIDGE, 44.1 FEET WEST OF THE STATION, ABOUT LEVEL WITH
 LS0245'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 LS0245'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0699 ***********************************************************************
 LS0699  DESIGNATION -  NORTH CONE
 LS0699  PID         -  LS0699
 LS0699  STATE/COUNTY-  NV/HUMBOLDT
 LS0699  USGS QUAD   -  PRONTO (1982)
 LS0699
 LS0699                         *CURRENT SURVEY CONTROL
 LS0699  ___________________________________________________________________
 LS0699* NAD 83(1994)-  40 55 48.60330(N)    118 06 40.94046(W)     ADJUSTED  
 LS0699* NAVD 88     -      1373.     (meters)    4505.     (feet)  SCALED    
 LS0699  ___________________________________________________________________
 LS0699  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 LS0699  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 LS0699
 LS0699  HORZ ORDER  -  THIRD
 LS0699
 LS0699.The horizontal coordinates were established by classical geodetic methods
 LS0699.and adjusted by the National Geodetic Survey in June 1998..
 LS0699
 LS0699.The orthometric height was scaled from a topographic map.
 LS0699
 LS0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0699
 LS0699.The geoid height was determined by GEOID03.
 LS0699
 LS0699;                    North         East     Units Scale Factor Converg.
 LS0699;SPC NV W     - 4,685,998.498   839,746.495   MT  0.99991944   +0 18 33.1
 LS0699;SPC NV W     -15,373,980.07  2,755,068.29   sFT  0.99991944   +0 18 33.1
 LS0699;UTM  11      - 4,531,599.607   406,432.460   MT  0.99970775   -0 43 41.4
 LS0699
 LS0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0699!SPC NV W     -   0.99978796  x   0.99991944  =   0.99970742
 LS0699!UTM  11      -   0.99978796  x   0.99970775  =   0.99949577
 LS0699
 LS0699                          SUPERSEDED SURVEY CONTROL
 LS0699
 LS0699  NAD 83(1986)-  40 55 48.60953(N)    118 06 40.93329(W) AD(       ) 3
 LS0699
 LS0699.Superseded values are not recommended for survey control.
 LS0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0699.See file dsdata.txt to determine how the superseded data were derived.
 LS0699
 LS0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF0643231600(NAD 83)
 LS0699_MARKER: DS = TRIANGULATION STATION DISK
 LS0699_SETTING: 0 = UNSPECIFIED SETTING
 LS0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0699
 LS0699  HISTORY     - Date     Condition        Report By
 LS0699  HISTORY     - 1934     MONUMENTED       USGS
 LS0699
 LS0699                          STATION DESCRIPTION
 LS0699
 LS0699'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 LS0699'LOCATED 20 MI. W. OF WINNEMUCCA, 2.6 MI. W. FROM PRONTO, A STATION
 LS0699'ON THE WESTERN PACIFIC RAILROAD TRACKS.
 LS0699'
 LS0699'TO REACH STATION FROM PRONTO FOLLOW RD. ON S. SIDE OF WESTERN
 LS0699'PACIFIC RR. TRACKS WESTWARD 2.4 MI. TO BASE OF HILL.
 LS0699'
 LS0699'STATION MARK--STANDARD TABLET SET IN SHALE ROCK IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1777 ***********************************************************************
 KR1777  DESIGNATION -  NORTH FLAT RESET
 KR1777  PID         -  KR1777
 KR1777  STATE/COUNTY-  NV/WASHOE
 KR1777  USGS QUAD   -  VERDI (1982)
 KR1777
 KR1777                         *CURRENT SURVEY CONTROL
 KR1777  ___________________________________________________________________
 KR1777* NAD 83(1994)-  39 31 34.54162(N)    119 58 04.92094(W)     ADJUSTED  
 KR1777* NAVD 88     -      1508.6    (meters)    4949.     (feet)  VERTCON   
 KR1777  ___________________________________________________________________
 KR1777  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 KR1777  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 KR1777
 KR1777  HORZ ORDER  -  SECOND
 KR1777
 KR1777.The horizontal coordinates were established by classical geodetic methods
 KR1777.and adjusted by the National Geodetic Survey in June 1998..
 KR1777
 KR1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1777
 KR1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1777
 KR1777.The geoid height was determined by GEOID03.
 KR1777
 KR1777;                    North         East     Units Scale Factor Converg.
 KR1777;SPC NV W     - 4,530,934.114   680,951.708   MT  1.00007444   -0 52 52.9
 KR1777;SPC NV W     -14,865,239.67  2,234,089.06   sFT  1.00007444   -0 52 52.9
 KR1777;SPC CA 2     -   708,381.369 2,174,686.301   MT  0.99994431   +1 16 51.9
 KR1777;SPC CA 2     - 2,324,081.21  7,134,783.31   sFT  0.99994431   +1 16 51.9
 KR1777;UTM  11      - 4,379,386.475   244,885.559   MT  1.00040138   -1 53 23.9
 KR1777;UTM  10      - 4,379,569.798   760,610.696   MT  1.00043629   +1 55 50.6
 KR1777
 KR1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1777!SPC NV W     -   0.99976708  x   1.00007444  =   0.99984150
 KR1777!SPC CA 2     -   0.99976708  x   0.99994431  =   0.99971140
 KR1777!UTM  11      -   0.99976708  x   1.00040138  =   1.00016837
 KR1777!UTM  10      -   0.99976708  x   1.00043629  =   1.00020327
 KR1777
 KR1777:                Primary Azimuth Mark                     Grid Az
 KR1777:SPC NV W     -  VERDI MERIDIAN MARK                      004 23 01.9
 KR1777:SPC CA 2     -  VERDI MERIDIAN MARK                      002 13 17.1
 KR1777:UTM  11      -  VERDI MERIDIAN MARK                      005 23 32.9
 KR1777:UTM  10      -  VERDI MERIDIAN MARK                      001 34 18.4
 KR1777
 KR1777|---------------------------------------------------------------------|
 KR1777| PID    Reference Object                     Distance      Geod. Az  |
 KR1777|                                                           dddmmss.s |
 KR1777| KR1781 VERDI MERIDIAN MARK                 APPROX. 4.1 KM 0033009.0 |
 KR1777| KR1778 LONE TREE                           APPROX. 6.2 KM 0220052.6 |
 KR1777| KR1788 VERDI AZ MK                         APPROX. 1.1 KM 0345110.4 |
 KR1777| KR1791 RAILROAD WHISTLE POST               APPROX. 1.2 KM 2343430.8 |
 KR1777| KS1394 GRANITE PEAK                        APPROX. 7.6 KM 2375320.2 |
 KR1777| KR1783 WATER TANK BRICK CHIMNEY            APPROX. 1.9 KM 2404736.7 |
 KR1777| KR1779 VERDI LONGITUDE                     APPROX. 1.5 KM 2433921.2 |
 KR1777| KS1364 CRYSTAL PEAK FLAGSTAFF              APPROX. 3.1 KM 2663808.5 |
 KR1777| KS1365 CRYSTAL PEAK MOUNTAIN TOP           APPROX.10.9 KM 2885054.7 |
 KR1777|---------------------------------------------------------------------|
 KR1777
 KR1777                          SUPERSEDED SURVEY CONTROL
 KR1777
 KR1777  NAD 83(1992)-  39 31 34.54238(N)    119 58 04.92021(W) AD(       ) 2
 KR1777  NAD 83(1986)-  39 31 34.53982(N)    119 58 04.91839(W) AD(       ) 2
 KR1777  NAD 27      -  39 31 34.86600(N)    119 58 01.20170(W) AD(       ) 2
 KR1777  NGVD 29 (07/19/86) 1507.5    (m)         4946.     (f) VERT ANG       
 KR1777
 KR1777.Superseded values are not recommended for survey control.
 KR1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1777.See file dsdata.txt to determine how the superseded data were derived.
 KR1777
 KR1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD4488679386(NAD 83)
 KR1777_MARKER: DB = BENCH MARK DISK
 KR1777_SETTING: 0 = UNSPECIFIED SETTING
 KR1777_STAMPING: NORTH FLAT 1872 1958
 KR1777_MARK LOGO: CGS   
 KR1777_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KR1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1777+STABILITY: SURFACE MOTION
 KR1777
 KR1777  HISTORY     - Date     Condition        Report By
 KR1777  HISTORY     - 1958     MONUMENTED       CGS
 KR1777  HISTORY     - 1897     SEE DESCRIPTION  CGS
 KR1777  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KR1777  HISTORY     - 19580621 GOOD             CGS
 KR1777
 KR1777                          STATION DESCRIPTION
 KR1777
 KR1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1897
 KR1777'ABOUT 2 MILES NORTHEAST OF THE WATER TANK AT VERDI, ON A PLATEAU
 KR1777'ON THE NORTH SIDE OF THE TRUCKEE RIVER AND ABOUT 200 METERS
 KR1777'NORTH OF THE HENNESS PASS ROAD WHERE IT CROSSES A SMALL STREAM.
 KR1777'THE STATION IS ABOUT 30 METERS SOUTH OF THE HIGHEST PART OF THE
 KR1777'PLATEAU AND ABOUT 5 FEET LOWER AND IS MARKED BY A DRILL HOLE
 KR1777'IN THE TOP OF A LARGE IRREGULAR ROCK.
 KR1777
 KR1777                          STATION RECOVERY (1958)
 KR1777
 KR1777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 KR1777'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KR1777'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 KR1777'
 KR1777'THE STATION IS 1.25 MILES NORTHEAST OF VERDI, 0.25 MILE NORTH
 KR1777'OF U.S. HIGHWAY 40 AND 1.5 MILES NORTHWEST OF THE MOUTH OF
 KR1777'A LARGE WASH WHICH ENDS AT THE PRESENT INTERSECTION WITH U.S.
 KR1777'HIGHWAY 40.  THIS WASH IS ABOUT 0.25 MILE EAST OF A LARGE DAIRY
 KR1777'BARN AND CORRALS.  IT IS 30 METERS SOUTH OF THE HIGHEST POINT OF
 KR1777'THE PLATEAU WHICH IS THE SECOND RIDGE WEST OF A PROMINENT RIDGE
 KR1777'WHERE POWER LINE GOES OVER RIDGE BETWEEN TWO PROMINENT HILLS.
 KR1777'THE POWER LINE CROSSES THE STATION RIDGE ABOUT 30 METERS SOUTH
 KR1777'OF THE STATION SITE.
 KR1777'
 KR1777'A STANDARD STATION MARK DISK WAS CEMENTED IN THE ORIGINAL
 KR1777'DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS 2 INCHES AND IS
 KR1777'1 FOOT ON A SIDE.  IT IS STAMPED NORTH FLAT 1872-1958.  NO
 KR1777'REFERENCE MARKS WERE SET.
 KR1777'
 KR1777'TO REACH FROM VERDI (INTERSECTION OF STREET 0.1 MILE NORTH OF
 KR1777'POST OFFICE) GO EAST ON U.S. HIGHWAY 40 FOR 1.6 MILES TO MOUTH
 KR1777'OF LARGE WASH, TURN LEFT, NORTH, THROUGH GATE AND FOLLOW ROAD
 KR1777'UP THE WASH AND ALONG THE NORTH SIDE OF A FENCE AND PASTURE FOR
 KR1777'0.3 MILE TO A FORK, KEEP THE LEFT FORK, WEST, ACROSS A RAVINE
 KR1777'AND FOLLOW THE POWER LINE ROAD FOR 0.3 MILE TO POWER POLE 55620,
 KR1777'TURN RIGHT, NORTH, ABOUT 30 METERS TO THE STATION SITE AS
 KR1777'DESCRIBED ABOVE.
 KR1777
 KR1777                          STATION RECOVERY (1958)
 KR1777
 KR1777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CLN)
 KR1777'THE STATION WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS WERE
 KR1777'ESTABLISHED AT THIS TIME.  THE STATION IS LOCATED ABOUT 2.0 KM (1.25
 KR1777'MI) NORTHEAST OF VERDI ON THE TOP OF A SMALL RISE ABOUT 30 M (98.4 FT)
 KR1777'NORTH OF A POWERLINE CROSSING.  TO REACH THE STATION FROM THE POST
 KR1777'OFFICE IN VERDI GO EAST 1.3 KM (0.80 MI) TO A FARM LANE TURN LEFT ONTO
 KR1777'FARM LANE AND GO 0.1 KM (0.05 MI) TO A GATE ON LEFT TURN LEFT AND GO
 KR1777'0.2 KM (0.10 MI) TO A ROAD FORK KEEP RIGHT AND GO 0.2 KM (0.10 MI) TO
 KR1777'A GATE PASS THROUGH GATE AND GO 0.1 KM (0.05 MI) TO CROSSROADS TURN
 KR1777'RIGHT ON ROAD THAT FOLLOWS POWER LINE 0.2 KM (0.10 MI) TO FOUR POWER
 KR1777'POLES IN LINE AND STATION ON LEFT.
 KR1777' 
 KR1777'THE STATION IS A STANDARD USCGS DISK STAMPED--NORTH FLAT 1872 1958--,
 KR1777'SET INTO THE TOP OF A BOULDER 0.4 M (1.3 FT) LARGEST DIMENSION.
 KR1777'LOCATED 35.0 M (114.8 FT) N FROM THE CENTERLINE OF A TRACK ROAD 32.0
 KR1777'M(105.0 FT) NNW FROM THE NORTH ONE OF 4 POWER POLES AND 0.8 M (2.6 FT)
 KR1777'W FROM A WITNESS POST.
 KR1777' 
 KR1777'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--NORTH FLAT 1872 NO
 KR1777'1 1982--, SET INTO THE TOP OF A BOULDER 0.8 M (2.6 FT) LARGEST
 KR1777'DIMENSION.  LOCATED 23.5 M (77.1 FT) SSE FROM A WITNESS POST 14.3 M
 KR1777'(46.9 FT) N FROM THE CENTERLINE OF A TRACK ROAD 6.6 M (21.7 FT) NNW
 KR1777'FROM POWER POLE NUMBER 55620 AND 1 M (3.3 FT) LOWER THAN THE STATION.
 KR1777' 
 KR1777'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--NORTH FLAT 1872 NO
 KR1777'2 1982--, SET INTO THE TOP OF A BOULDER 1.2 M (3.9 FT) LARGEST
 KR1777'DIMENISON LOCATED 33.5 M (109.9 FT) N FROM THE CENTERLINE OF A
 KR1777'POWERLINE ROAD 34.0 M (111.5 FT) NW FROM POWER POLE NUMBER 55620 5.3 M
 KR1777'(17.4 FT) WSW FROM A WITNESS POST AND 0.3 M (1.0 FT) LOWER THAN THE
 KR1777'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0440 ***********************************************************************
 KQ0440  DESIGNATION -  NORTH HILL
 KQ0440  PID         -  KQ0440
 KQ0440  STATE/COUNTY-  NV/LANDER
 KQ0440  USGS QUAD   -  AUSTIN (1988)
 KQ0440
 KQ0440                         *CURRENT SURVEY CONTROL
 KQ0440  ___________________________________________________________________
 KQ0440* NAD 83(1994)-  39 29 56.61239(N)    117 04 04.15356(W)     ADJUSTED  
 KQ0440* NAVD 88     -      2149.6    (meters)    7052.     (feet)  VERTCON   
 KQ0440  ___________________________________________________________________
 KQ0440  LAPLACE CORR-           8.53  (seconds)                    DEFLEC99
 KQ0440  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 KQ0440
 KQ0440  HORZ ORDER  -  SECOND
 KQ0440
 KQ0440.The horizontal coordinates were established by classical geodetic methods
 KQ0440.and adjusted by the National Geodetic Survey in June 1998..
 KQ0440
 KQ0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0440
 KQ0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0440
 KQ0440.The geoid height was determined by GEOID03.
 KQ0440
 KQ0440;                    North         East     Units Scale Factor Converg.
 KQ0440;SPC NV C     - 6,527,075.429   465,498.324   MT  0.99991465   -0 15 18.6
 KQ0440;SPC NV C     -21,414,246.64  1,527,222.42   sFT  0.99991465   -0 15 18.6
 KQ0440;UTM  11      - 4,372,162.270   494,168.787   MT  0.99960042   -0 02 35.3
 KQ0440
 KQ0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0440!SPC NV C     -   0.99966628  x   0.99991465  =   0.99958096
 KQ0440!UTM  11      -   0.99966628  x   0.99960042  =   0.99926683
 KQ0440
 KQ0440|---------------------------------------------------------------------|
 KQ0440| PID    Reference Object                     Distance      Geod. Az  |
 KQ0440|                                                           dddmmss.s |
 KQ0440| DB2171 NORTH HILL RM 1                      16.478 METERS 14855     |
 KQ0440| KQ0434 AUSTIN LETTER A                     APPROX. 1.3 KM 1944223.1 |
 KQ0440| KQ0220 REESE RIVER NE BASE                 APPROX. 7.8 KM 2532807.6 |
 KQ0440| KQ0439 IRON PEG MINING CO                    2.820 METERS 32238     |
 KQ0440| DB2172 NORTH HILL RM 2                       6.938 METERS 34827     |
 KQ0440|---------------------------------------------------------------------|
 KQ0440
 KQ0440                          SUPERSEDED SURVEY CONTROL
 KQ0440
 KQ0440  NAD 83(1986)-  39 29 56.61444(N)    117 04 04.14278(W) AD(       ) 2
 KQ0440  NAD 27      -  39 29 56.88400(N)    117 04 00.82300(W) AD(       ) 2
 KQ0440  NGVD 29 (07/19/86) 2148.3    (m)         7048.     (f) VERT ANG       
 KQ0440
 KQ0440.Superseded values are not recommended for survey control.
 KQ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0440.See file dsdata.txt to determine how the superseded data were derived.
 KQ0440
 KQ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD9416972162(NAD 83)
 KQ0440_MARKER: H = DRILL HOLE
 KQ0440_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0440_SP_SET: PARTIALLY EXPOSED BEDROCK
 KQ0440
 KQ0440  HISTORY     - Date     Condition        Report By
 KQ0440  HISTORY     - 1898     MONUMENTED       CGS
 KQ0440  HISTORY     - 1954     SEE DESCRIPTION  CGS
 KQ0440
 KQ0440                          STATION DESCRIPTION
 KQ0440
 KQ0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (CHS)
 KQ0440'ON THE FIRST PROMINENT HILL ALMOST DUE NORTH OF THE COURTHOUSE
 KQ0440'AT AUSTIN.  THE STATION IS MARKED BY A DRILL HOLE IN A FAST
 KQ0440'ROCK AND BY A PILE OF ROCKS AROUND THE FOOT OF THE SIGNAL
 KQ0440'POLE.  AN IRON BOLT, MARKING ONE OF THE POINTS OF THE MINING
 KQ0440'COMPANYS SURVEY, IS 2.82 METERS NORTHWEST OF THE STATION.
 KQ0440
 KQ0440                          STATION RECOVERY (1954)
 KQ0440
 KQ0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0440'THE STATION, A DRILL HOLE IN FAST ROCK, WAS RECOVERED AS
 KQ0440'DESCRIBED AND IN GOOD CONDITION.  THE IRON PEG OF A MINING
 KQ0440'COMPANY SURVEY WAS ALSO RECOVERED IN GOOD CONDITION.  THE
 KQ0440'POINT OF THE STATION WAS HELD AND A STANDARD DISK WAS PLACED
 KQ0440'IN A DRILL HOLE ABOUT 6 INCHES BELOW THE ORIGINAL POINT.
 KQ0440'TWO REFERENCE MARKS WERE ESTABLISHED AS WILL BE DESCRIBED
 KQ0440'LATER.  A COMPLETE DESCRIPTION FOLLOWS.
 KQ0440'
 KQ0440'THE STATION IS LOCATED ON THE SUMMIT OF THE FIRST PROMINENT
 KQ0440'HILL NORTH OF THE COURT HOUSE IN AUSTIN, ABOUT 1/2 MILE,
 KQ0440'AIR LINE, NORTH OF THE COURT HOUSE.
 KQ0440'
 KQ0440'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN GO EASTERLY
 KQ0440'ON U.S. HIGHWAY 50 FOR 1.3 MILES TO A DIRT ROAD LEFT.  TURN
 KQ0440'LEFT, WEST, AND GO 0.6 MILE TO A T-ROAD.  TURN LEFT, SOUTHWEST,
 KQ0440'AND GO 0.1 MILE TO THE TOP OF THE HILL AND THE STATION, AT
 KQ0440'THE END OF THE ROAD.
 KQ0440'
 KQ0440'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 KQ0440'DRILL HOLES IN OUTCROPPING ROCK.
 KQ0440'
 KQ0440'THE STATION DISK, STAMPED NORTH HILL 1898 1954, IS ABOUT 6
 KQ0440'INCHES BELOW THE GROUND SURFACE.  IT IS 15 FEET NORTH OF THE
 KQ0440'CENTER LINE OF THE ROAD.
 KQ0440'
 KQ0440'REFERENCE MARK 1, STAMPED NORTH HILL NO 1 1898 1954, IS 5.89
 KQ0440'FEET LOWER THAN THE STATION.  THE ROCK OUTCROP PROJECTS 3
 KQ0440'INCHES.
 KQ0440'
 KQ0440'REFERENCE MARK 2, STAMPED NORTH HILL NO 2 1898 1954, IS ABOUT
 KQ0440'THE SAME ELEVATION AS THE STATION.  THE MARK IS ABOUT 6
 KQ0440'INCHES BELOW THE GROUND SURFACE.
 KQ0440'
 KQ0440'THE MINING COMPANY IRON PEG IS A 3/4-INCH IRON ROD WITH A
 KQ0440'PUNCH MARK IN THE CENTER OF THE TOP.  THE ROD WAS DRIVEN INTO
 KQ0440'THE GROUND AND LEFT PROJECTING 1 INCH.  IT IS 1 FOOT HIGHER
 KQ0440'THAN THE STATION.
 KQ0440'
 KQ0440'NO AZIMUTH MARK WAS ESTABLISHED.  THE FOLLOWING TRIANGULATION
 KQ0440'STATIONS, LANDER HILL 2, UNION 1898, OR SOUTH HILL 1898,
 KQ0440'MAY BE USED FOR AN AZIMUTH FROM THE STATION.
 KQ0440'
 KQ0440'DISTANCES TO REFERENCE MARKS AND IRON PEG ARE HORIZONTAL
 KQ0440'MEASUREMENTS.
 KQ0440'
 KQ0440'DISTANCE TO R.M. 1 IS COMPUTED FROM SLOPE DISTANCE.
 KQ0440'
 KQ0440'A 1.53 METER WOOD STAND WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0358 ***********************************************************************
 KP0358  DESIGNATION -  NORTH LOVELL
 KP0358  PID         -  KP0358
 KP0358  STATE/COUNTY-  NV/WHITE PINE
 KP0358  USGS QUAD   -  SCHELLBOURNE (1982)
 KP0358
 KP0358                         *CURRENT SURVEY CONTROL
 KP0358  ___________________________________________________________________
 KP0358* NAD 83(1994)-  39 51 31.63146(N)    114 38 58.90425(W)     ADJUSTED  
 KP0358* NAVD 88     -      2943.7    (meters)    9658.     (feet)  VERTCON   
 KP0358  ___________________________________________________________________
 KP0358  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 KP0358  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 KP0358
 KP0358  HORZ ORDER  -  FIRST
 KP0358
 KP0358.The horizontal coordinates were established by classical geodetic methods
 KP0358.and adjusted by the National Geodetic Survey in June 1998..
 KP0358
 KP0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0358
 KP0358.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0358
 KP0358.The geoid height was determined by GEOID03.
 KP0358
 KP0358;                    North         East     Units Scale Factor Converg.
 KP0358;SPC NV E     - 8,567,351.757   279,883.564   MT  0.99997854   +0 35 54.2
 KP0358;SPC NV E     -28,108,053.22    918,251.33   sFT  0.99997854   +0 35 54.2
 KP0358;UTM  11      - 4,414,727.631   701,044.113   MT  1.00009762   +1 30 24.5
 KP0358
 KP0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0358!SPC NV E     -   0.99954145  x   0.99997854  =   0.99952000
 KP0358!UTM  11      -   0.99954145  x   1.00009762  =   0.99963902
 KP0358
 KP0358|---------------------------------------------------------------------|
 KP0358| PID    Reference Object                     Distance      Geod. Az  |
 KP0358|                                                           dddmmss.s |
 KP0358| DD5538 NORTH LOVELL RM 1                     6.991 METERS 02708     |
 KP0358| DD5539 NORTH LOVELL RM 2                     4.006 METERS 12524     |
 KP0358| KP0359 NORTH LOVELL CAIRN                   58.748 METERS 17127     |
 KP0358| DD5537 NORTH LOVELL AZ MK                                 3171538.3 |
 KP0358|---------------------------------------------------------------------|
 KP0358
 KP0358                          SUPERSEDED SURVEY CONTROL
 KP0358
 KP0358  NAD 83(1994)-  39 51 31.63085(N)    114 38 58.90360(W) AD(       ) 1
 KP0358  NAD 83(1986)-  39 51 31.62713(N)    114 38 58.90439(W) AD(       ) 1
 KP0358  NAD 27      -  39 51 31.86048(N)    114 38 55.83296(W) AD(       ) 1
 KP0358  NGVD 29 (07/19/86) 2942.3    (m)         9653.     (f) VERT ANG       
 KP0358
 KP0358.Superseded values are not recommended for survey control.
 KP0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0358.See file dsdata.txt to determine how the superseded data were derived.
 KP0358
 KP0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQE0104414728(NAD 83)
 KP0358_MARKER: DS = TRIANGULATION STATION DISK
 KP0358_SETTING: 66 = SET IN ROCK OUTCROP
 KP0358_SP_SET: PARTIALLY EXPOSED BEDROCK
 KP0358
 KP0358  HISTORY     - Date     Condition        Report By
 KP0358  HISTORY     - 1944     MONUMENTED       CGS
 KP0358  HISTORY     - 1965     GOOD             CGS
 KP0358  HISTORY     - 1967     GOOD             CGS
 KP0358
 KP0358                          STATION DESCRIPTION
 KP0358
 KP0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 KP0358'STATION IS LOCATED ON THE MOST N OF THREE PEAKS IN THE SHELL
 KP0358'CREEK RANGE WHICH APPEARS AS A LONG RIDGE FROM THE E AND W
 KP0358'AND AS A SHARP CONE FROM THE N.
 KP0358'
 KP0358'STATION MARK IS A BRONZE STATION DISK SET FLUSH IN BEDROCK
 KP0358'AND IS STAMPED NORTH LOVELL 1944.  IT IS 192.7 FEET N OF A
 KP0358'4-FOOT ROCK CAIRN.
 KP0358'
 KP0358'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH IN BEDROCK.
 KP0358'IT IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK
 KP0358'AND IS STAMPED NORTH LOVELL NO 1 1944.
 KP0358'
 KP0358'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET FLUSH IN
 KP0358'BEDROCK AND IS STAMPED NORTH LOVELL NO 2 1944.  IT IS NEAR
 KP0358'W EDGE OF AN OLD PROSPECTORS PIT.
 KP0358'
 KP0358'TO REACH STATION FROM SCHELLBOURNE MAINTENANCE STATION, GO
 KP0358'E ON STATE HIGHWAY 2 FOR 3.6 MILES TO A TRACK ROAD LEADING OFF
 KP0358'TO THE LEFT (N) UP A LARGE CANYON.  TAKE TRACK ROAD FOR 0.1
 KP0358'MILE TO DIM FORKS.  TAKE CENTER ROAD ACROSS WASH AND CONTINUE
 KP0358'0.6 MILE TO ABANDONED RANCH ON LEFT.  CONTINUE 2.05 MILES
 KP0358'TO OLD LOG CABIN ON RIGHT, THENCE 0.05 MILE TO FORKS.  TAKE
 KP0358'LEFT FORK AND GO 0.3 MILE TO END OF TRUCK TRAVEL.  STATION
 KP0358'SITE CAN BE SEEN FROM HERE AS THE PEAK RIGHT OF A PROMINENT
 KP0358'DOME-SHAPED ROCK OUTCROP ON SKYLINE.  FROM END OF TRUCK
 KP0358'TRAVEL PACK N UP WASH FOR ABOUT 1 MILE TO THE BASE OF A BARE
 KP0358'E-W RIDGE.  GO UP RIDGE BEARING TO RIGHT OF PROMINENT
 KP0358'ROCK OUTCROP.  TURN RIGHT AND CLIMB UP SUMMIT OF RIDGE TO
 KP0358'HIGHEST POINT OF BARE MOUNTAIN AND STATION.  NOTE--A MORE
 KP0358'DIRECT BUT STEEPER ROUTE FROM END OF TRUCK TRAVEL TO
 KP0358'STATION IS TO PACK ALMOST DIRECTLY TOWARD STATION, PASSING
 KP0358'OVER TWO HILLS AND REACHING THE RIDGE UPON WHICH THE
 KP0358'STATION IS LOCATED, ABOUT 200 YARDS S OF HIGHEST POINT AND
 KP0358'STATION.  THENCE ALONG RIDGE TO STATION.  A 1-1/2-HOUR PACK.
 KP0358'
 KP0358'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 KP0358
 KP0358                          STATION RECOVERY (1965)
 KP0358
 KP0358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 KP0358'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND
 KP0358'IN GOOD CONDITION.  A SMALL DIFFERENCE WAS FOUND IN THE DISTANCE
 KP0358'AND DIRECTION TO THE REFERENCE MARKS.  A NEW AZIMUTH MARK
 KP0358'WAS ESTABLISHED AT THIS TIME.  DUE TO ROAD CHANGES A NEW AND
 KP0358'COMPLETE DESCRIPTION FOLLOWS.
 KP0358'
 KP0358'THE STATION IS LOCATED ON THE HIGHEST PART OF LOVELL PEAK,
 KP0358'WHICH IS 29 MILES AIRLINE SOUTH-SOUTHEAST OF CURRIE, 25 MILES
 KP0358'NORTH-NORTHEAST OF MC GILL AND 13 MILES EAST-SOUTHEAST OF
 KP0358'CHERRY CREEK.
 KP0358'
 KP0358'TO REACH THE STATION FROM MC GILL GO NORTH ALONG U.S. HIGHWAYS
 KP0358'93 AND 50 ALTERNATE FOR 33 MILES TO THE JUNCTION OF STATE
 KP0358'HIGHWAY 35 ON THE LEFT, CONTINUE NORTH FOR 4.0 MILES TO A
 KP0358'GRAVELED SIDE ROAD RIGHT.  TURN RIGHT ALONG THE GRAVELED ROAD
 KP0358'FOR 0.6 MILE TO A CROSS ROAD.  CONTINUE EAST FOR 0.9 MILE TO
 KP0358'AN IRON GATE.  CONTINUE ALONG GRAVELED ROAD FOR 0.15 MILE TO
 KP0358'A FORK AT RANCH BUILDINGS.  TAKE THE RIGHT FORK AND GO
 KP0358'SOUTHEAST ALONG A FENCE LINE FOR 0.25 MILE TO A WIRE GATE.
 KP0358'PASS THROUGH GATE AND GO 0.05 MILE TO A FORK.  TAKE THE RIGHT
 KP0358'FORK FOR 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AND PASS
 KP0358'THROUGH WIRE GATE FOR 1.85 MILES TO A STOCK POND ON THE
 KP0358'LEFT.  CONTINUE UPHILL ON TRACK ROAD TO A SADDLE AND SIDE
 KP0358'ROAD RIGHT.  CONTINUE EAST FOR 0.75 MILE TO A FORK.  TAKE THE
 KP0358'RIGHT FORK CROSS WASH AND GO UP THE CANYON FOR 0.2 MILE TO A
 KP0358'STOCK POND ON THE RIGHT.  CONTINUE SOUTH UP CANYON FOR 0.8 MILE
 KP0358'TO A STOCK POND ON THE RIGHT, CONTINUE UP CANYON FOR 0.8
 KP0358'MILE TO A CABIN AT A SMALL CREEK.  CONTINUE UP CANYON FOR
 KP0358'0.05 MILE TO A SIDE ROAD RIGHT.  (THE AZIMUTH MARK IS DOWN
 KP0358'THIS ROAD ABOUT 0.1 MILE AT THE HEAD OF A STOCK POND)
 KP0358'CONTINUE UP CANYON FOR 0.5 MILE TO A SADDLE AND END OF
 KP0358'TRUCK TRAVEL.  PACK SOUTH TO THE HIGHEST PART OF MOUNTAIN
 KP0358'AND STATION.  A 1 HOUR PACK.
 KP0358'
 KP0358'THE STATION MARK IS A STANDARD DISK STAMPED NORTH LOVELL 1944.
 KP0358'IT IS SET IN A DRILL HOLE IN OUTCROP OF BEDROCK ON HIGHEST
 KP0358'PART OF MOUNTAIN.
 KP0358'
 KP0358'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NORTH LOVELL NO 1
 KP0358'1944.  IT IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 KP0358'IS ABOUT THE SAME ELEVATION AS THE STATION.
 KP0358'
 KP0358'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NORTH LOVELL NO 2
 KP0358'1944.  IT IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 KP0358'IS ABOUT THE SAME ELEVATION AS THE STATION.
 KP0358'
 KP0358'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NORTH LOVELL 1944.
 KP0358'IT IS SET IN A DRILL HOLE IN THE TOP OF A SMALL BOULDER.
 KP0358'IT IS 70 FEET SOUTH OF THE STOCK POND AND 28 FEET WEST OF THE
 KP0358'TRACK ROAD.
 KP0358'
 KP0358'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 KP0358
 KP0358                          STATION RECOVERY (1967)
 KP0358
 KP0358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0358'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KP0358'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 KP0358'DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE CHECKED
 KP0358'AND FOUND TO BE CORRECT.  THE 1965 DESCRIPTION IS ADEQUATE.
 KP0358'
 KP0358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--25 MILES
 KP0358'NORTH-NORTHEAST OF MC GILL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0359 ***********************************************************************
 KP0359  DESIGNATION -  NORTH LOVELL CAIRN
 KP0359  PID         -  KP0359
 KP0359  STATE/COUNTY-  NV/WHITE PINE
 KP0359  USGS QUAD   -  SCHELLBOURNE (1982)
 KP0359
 KP0359                         *CURRENT SURVEY CONTROL
 KP0359  ___________________________________________________________________
 KP0359* NAD 83(1994)-  39 51 29.74779(N)    114 38 58.53708(W)     ADJUSTED  
 KP0359* NAVD 88     -                                                        
 KP0359  ___________________________________________________________________
 KP0359  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 KP0359  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 KP0359
 KP0359  HORZ ORDER  -  THIRD
 KP0359
 KP0359.The horizontal coordinates were established by classical geodetic methods
 KP0359.and adjusted by the National Geodetic Survey in June 1998..
 KP0359
 KP0359
 KP0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0359
 KP0359.The geoid height was determined by GEOID03.
 KP0359
 KP0359;                    North         East     Units Scale Factor Converg.
 KP0359;SPC NV E     - 8,567,293.756   279,892.897   MT  0.99997855   +0 35 54.4
 KP0359;SPC NV E     -28,107,862.93    918,281.95   sFT  0.99997855   +0 35 54.4
 KP0359;UTM  11      - 4,414,669.778   701,054.366   MT  1.00009767   +1 30 24.7
 KP0359
 KP0359                          SUPERSEDED SURVEY CONTROL
 KP0359
 KP0359  NAD 83(1994)-  39 51 29.74718(N)    114 38 58.53643(W) AD(       ) 4
 KP0359  NAD 83(1986)-  39 51 29.74373(N)    114 38 58.53707(W) AD(       ) 4
 KP0359  NAD 27      -  39 51 29.97716(N)    114 38 55.46628(W) AD(       ) 3
 KP0359
 KP0359.Superseded values are not recommended for survey control.
 KP0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0359.See file dsdata.txt to determine how the superseded data were derived.
 KP0359
 KP0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQE0105414670(NAD 83)
 KP0359_MARKER: 72 = CAIRN
 KP0359
 KP0359  HISTORY     - Date     Condition        Report By
 KP0359  HISTORY     - 1944     FIRST OBSERVED   CGS
 KP0359
 KP0359                          STATION DESCRIPTION
 KP0359
 KP0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 KP0359'LOCATED ABOUT 6 MILES (AIR LINE) NE OF SCHELLBOURNE MAINTENANCE
 KP0359'STATION, ON THE MOST N OF THREE PEAKS IN THE SHELL CREEK RANGE
 KP0359'WHICH APPEARS AS A LONG RIDGE FROM THE E AND W AND AS A SHARP
 KP0359'CONE FROM THE N.  IT IS A 4-FOOT CAIRN ABOUT 2 FEET IN DIAMETER
 KP0359'LOCATED ABOUT 200 YARDS S OF THE HIGHEST POINT OF THE HILL.
 KP0359'IT IS 192.7 FEET S OF STATION NORTH LOVELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1833 ***********************************************************************
 GR1833  DESIGNATION -  NORTH MORMON
 GR1833  PID         -  GR1833
 GR1833  STATE/COUNTY-  NV/LINCOLN
 GR1833  USGS QUAD   -  MOAPA PEAK NW (1980)
 GR1833
 GR1833                         *CURRENT SURVEY CONTROL
 GR1833  ___________________________________________________________________
 GR1833* NAD 83(1994)-  36 58 26.28242(N)    114 30 01.75180(W)     ADJUSTED  
 GR1833* NAVD 88     -      2259.7    (meters)    7414.     (feet)  VERTCON   
 GR1833  ___________________________________________________________________
 GR1833  LAPLACE CORR-           7.58  (seconds)                    DEFLEC99
 GR1833  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 GR1833
 GR1833  HORZ ORDER  -  FIRST
 GR1833
 GR1833.The horizontal coordinates were established by classical geodetic methods
 GR1833.and adjusted by the National Geodetic Survey in June 1998..
 GR1833
 GR1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1833
 GR1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1833
 GR1833.The geoid height was determined by GEOID03.
 GR1833
 GR1833;                    North         East     Units Scale Factor Converg.
 GR1833;SPC NV E     - 8,247,286.919   296,410.807   MT  1.00001447   +0 39 04.8
 GR1833;SPC NV E     -27,057,973.83    972,474.46   sFT  1.00001447   +0 39 04.8
 GR1833;UTM  11      - 4,094,904.451   722,492.359   MT  1.00020987   +1 30 14.2
 GR1833
 GR1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1833!SPC NV E     -   0.99964948  x   1.00001447  =   0.99966395
 GR1833!UTM  11      -   0.99964948  x   1.00020987  =   0.99985928
 GR1833
 GR1833|---------------------------------------------------------------------|
 GR1833| PID    Reference Object                     Distance      Geod. Az  |
 GR1833|                                                           dddmmss.s |
 GR1833| CC5711 NORTH MORMON RM 1                     6.389 METERS 02902     |
 GR1833| CC5712 NORTH MORMON RM 2                     4.276 METERS 18005     |
 GR1833| CC5710 NORTH MORMON AZ MK                                 3082938.2 |
 GR1833|---------------------------------------------------------------------|
 GR1833
 GR1833                          SUPERSEDED SURVEY CONTROL
 GR1833
 GR1833  NAD 83(1994)-  36 58 26.28215(N)    114 30 01.75036(W) AD(       ) 1
 GR1833  NAD 83(1992)-  36 58 26.27837(N)    114 30 01.75008(W) AD(       ) 1
 GR1833  NAD 83(1986)-  36 58 26.27672(N)    114 30 01.74826(W) AD(       ) 1
 GR1833  NAD 27      -  36 58 26.37700(N)    114 29 58.79200(W) AD(       ) 1
 GR1833  NGVD 29 (07/19/86) 2258.8    (m)         7411.     (f) VERT ANG       
 GR1833
 GR1833.Superseded values are not recommended for survey control.
 GR1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1833.See file dsdata.txt to determine how the superseded data were derived.
 GR1833
 GR1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA2249294904(NAD 83)
 GR1833_MARKER: DS = TRIANGULATION STATION DISK
 GR1833_SETTING: 66 = SET IN ROCK OUTCROP
 GR1833_SP_SET: PARTIALLY EXPOSED BEDROCK
 GR1833
 GR1833  HISTORY     - Date     Condition        Report By
 GR1833  HISTORY     - 1944     MONUMENTED       CGS
 GR1833  HISTORY     - 1969     GOOD             USGS
 GR1833
 GR1833                          STATION DESCRIPTION
 GR1833
 GR1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 GR1833'STATION IS LOCATED ON THE SUMMIT OF MORMON PEAK, A HIGH AND
 GR1833'PROMINENT DOME LYING ON THE W SHOULDER OF THE MORMON RANGE, AND
 GR1833'IS APPROXIMATELY THE HIGHEST POINT ON THE RANGE.  IT IS ABOUT
 GR1833'11 MILES NE OF THE UNION PACIFIC RAILROAD STATION ROX, ABOUT
 GR1833'22 MILES (AIR LINE) N OF MOAPA AND GLENDALE, AND APPEARS AS
 GR1833'A PROMINENT DOME WITH HIGH RIMS ON THE SE AND N.  IT HAS A
 GR1833'TIMBERED SLOPE LEADING UP FROM THE NW.
 GR1833'
 GR1833'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK PROJECTING
 GR1833'ABOUT 6 INCHES.  IT IS STAMPED NORTH MORMON 1944.
 GR1833'
 GR1833'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK THAT
 GR1833'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS STAMPED NORTH
 GR1833'MORMON NO 1 1944.
 GR1833'
 GR1833'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 GR1833'FLUSH WITH THE GROUND.  IT IS STAMPED NORTH MORMON NO 2 1944.
 GR1833'
 GR1833'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH WITH
 GR1833'THE GROUND AND IS STAMPED NORTH MORMON 1944.  IT IS ACROSS A
 GR1833'SMALL CANYON THAT DRAINS THE PEAK TOWARD THE N.  IT IS REACHED
 GR1833'ON THE WAY TO THE STATION BY BEARING LEFT ON LAST RIDGE TO
 GR1833'THE N BEFORE THE STATION IS REACHED.  A ROCK CAIRN HAS BEEN BUILT
 GR1833'AND IS 6 FEET SW OF THE DISK.
 GR1833'
 GR1833'TO REACH STATION FROM MOAPA, TAKE BLADED ROAD THAT LEAVES
 GR1833'U.S. HIGHWAY 93 AT THE S END OF THE RAILROAD OVERPASS AND
 GR1833'DRIVE N FOR 11.2 MILES.  AT THIS POINT A RIGHT FORK LEAVES
 GR1833'THE BLADED ROAD AND A RAILROAD BRIDGE APPEARS ON THE LEFT, OR
 GR1833'ON THE OPPOSITE SIDE OF THE BLADED ROAD.  TAKE RIGHT FORK AND GO
 GR1833'NE ACROSS WASH FOR 0.2 MILE, THEN TAKE DIM RIGHT FORK (TRACKS
 GR1833'ACROSS THE FLATS) AND GO ABOUT 0.1 MILE, THEN BEAR LEFT AND GO
 GR1833'NE UP THE MAIN WASH FOR 4 MILES.  AT THIS POINT THERE ARE
 GR1833'SEVERAL ROCK CAIRNS AND A ROAD LEADING LEFT OUT OF THE WASH.
 GR1833'CONTINUE NE UP THE BOTTOM OF THE WASH, LATER COMING OUT ON
 GR1833'TOP AND HEADING N ON A DIM TRACK ROAD, FOR 1.8 MILES.  AT THIS
 GR1833'POINT AN OLD ROAD COMES IN FROM THE RIGHT.  FROM HERE GO
 GR1833'ENE UP ACROSS THE DESERT, CROSS COUNTRY, TOWARD THE CANYON
 GR1833'AT THE BASE OF THE PEAK.  DRIVE ABOUT 6 MILES CROSS COUNTRY AND
 GR1833'COME OUT ON AN OLD TRACK ROAD AND CONTINUE ON FOR 2.2 MILES
 GR1833'TO THE NARROWS AT THE SW BASE OF THE PEAK.  FROM HERE PACK N UP
 GR1833'SIDE CANYON THAT DRAINS THE W SIDE OF THE PEAK TO THE TOP OF
 GR1833'THE RIDGE, THEN RIGHT TO THE TOP OF THE PEAK, THEN SLIGHTLY
 GR1833'TO THE LEFT TO THE HIGHEST POINT AND THE STATION.
 GR1833'
 GR1833'HEIGHT OF LIGHT TO LEITH ABOVE STATION MARK - 0.13 METER.
 GR1833'
 GR1833'HEIGHT OF LIGHT TO KANE ABOVE STATION MARK - 0.15 METER.
 GR1833'
 GR1833'HEIGHT OF LIGHT TO MEADOW ABOVE STATION MARK - 0.83 METER.
 GR1833
 GR1833                          STATION RECOVERY (1969)
 GR1833
 GR1833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GR1833'ALL MARKS IN GOOD CONDITION.
 GR1833'
 GR1833'REACHED BY HELICOPTER. AMPLE LANDING AREA ON TOP OF RIDGE
 GR1833'ABOUT 100 FT. W. OF STATION MARK.
 GR1833'
 GR1833'TO REACH FROM MOAPA, TAKE BLADED RD. THAT LEAVES NEVADA STATE
 GR1833'HIGHWAY NO. 7, (OLD U.S. 93) AT THE S. END OF THE RR. OVERPASS
 GR1833'AND DRIVE N. 10.2 MI. TO RD. FORK.  TAKE RD. FORK LEFT UNDER RR.
 GR1833'AND FOLLOW MAIN RD. FOR 3.6 MI. PASS UNDER RR. TRACK AND CONTINUE
 GR1833'ON MAIN-TRAVELED RD. FOR 0.5 MI. TO RD. FORK.  TAKE RD. FORK
 GR1833'RIGHT FOR 0.3 MI.  TAKE RD. FORK RIGHT AND GO 0.1 MI.  TAKE RD.
 GR1833'FORK RIGHT FOR 0.3 MI. TAKE RD. FORK RIGHT AND GO 0.1 MI. TAKE
 GR1833'RD. FORK RIGHT AND GO 0.5 MI.  TAKE RD. FORK RIGHT (BEGIN FOUR
 GR1833'WHEEL DRIVE TRAVEL) AND FOLLOW DIM TRACK IN DRAIN FOR 2.3 MI.
 GR1833'TAKE RD. FORK LEFT FOR 0.4 MI.  TAKE RD. FORK LEFT FOR 1.0
 GR1833'MI. TO CROSSROAD.  CONTINUE STRAIGHT AHEAD (NE.) ON DIM TRACK
 GR1833'RD. LEADING INTO DRAIN FOR 8.3 MI. TO END OF TRUCK TRAVEL.  (RD.
 GR1833'CONTINUES APPROXIMATELY 0.5 MI. TO END AT OLD CONCRETE WATER
 GR1833'TROUGH).  PACK N. UP DRAIN TO RIDGE, THENCE E. ALONG RIDGE
 GR1833'TO HIGHEST POINT AND STATION MARK.  ABOUT A 2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0755 ***********************************************************************
 MT0755  DESIGNATION -  NORTH PEQUOP
 MT0755  PID         -  MT0755
 MT0755  STATE/COUNTY-  NV/ELKO
 MT0755  USGS QUAD   -  PEQUOP SUMMIT (1982)
 MT0755
 MT0755                         *CURRENT SURVEY CONTROL
 MT0755  ___________________________________________________________________
 MT0755* NAD 83(1994)-  41 07 19.17711(N)    114 34 03.63185(W)     ADJUSTED  
 MT0755* NAVD 88     -      2523.2    (meters)    8278.     (feet)  VERTCON   
 MT0755  ___________________________________________________________________
 MT0755  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 MT0755  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 MT0755
 MT0755  HORZ ORDER  -  FIRST
 MT0755
 MT0755.The horizontal coordinates were established by classical geodetic methods
 MT0755.and adjusted by the National Geodetic Survey in June 1998..
 MT0755
 MT0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0755
 MT0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0755
 MT0755.The geoid height was determined by GEOID03.
 MT0755
 MT0755;                    North         East     Units Scale Factor Converg.
 MT0755;SPC NV E     - 8,707,689.421   285,286.890   MT  0.99998949   +0 40 04.8
 MT0755;SPC NV E     -28,568,477.71    935,978.74   sFT  0.99998949   +0 40 04.8
 MT0755;UTM  11      - 4,555,151.032   704,192.971   MT  1.00011318   +1 36 00.7
 MT0755
 MT0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0755!SPC NV E     -   0.99960700  x   0.99998949  =   0.99959650
 MT0755!UTM  11      -   0.99960700  x   1.00011318  =   0.99972014
 MT0755
 MT0755|---------------------------------------------------------------------|
 MT0755| PID    Reference Object                     Distance      Geod. Az  |
 MT0755|                                                           dddmmss.s |
 MT0755| DD5541 NORTH PEQUOP RM 1                     6.855 METERS 04149     |
 MT0755| DD5540 NORTH PEQUOP AZ MK                                 0564123.6 |
 MT0755| LQ0626 SAN FRAN SALT LK AWY BCN 49 B       APPROX.31.9 KM 1601746.9 |
 MT0755| MT0752 AIRWAY BEACON 48 PEQUOP SUMMIT      APPROX. 4.6 KM 1704949.2 |
 MT0755| LQ0676 SAN FRAN SALT LK AWY BCN 48         APPROX.35.5 KM 2141946.8 |
 MT0755| MT0756 ROCKY PT BELL TEL BLDG NW COR       104.424 METERS 26044     |
 MT0755| DD5542 NORTH PEQUOP RM 2                    10.397 METERS 32317     |
 MT0755|---------------------------------------------------------------------|
 MT0755
 MT0755                          SUPERSEDED SURVEY CONTROL
 MT0755
 MT0755  NAD 83(1994)-  41 07 19.17659(N)    114 34 03.63117(W) AD(       ) 1
 MT0755  NAD 83(1986)-  41 07 19.17247(N)    114 34 03.62675(W) AD(       ) 1
 MT0755  NAD 27      -  41 07 19.44809(N)    114 34 00.51756(W) AD(       ) 1
 MT0755  NGVD 29 (07/19/86) 2522.0    (m)         8274.     (f) VERT ANG       
 MT0755
 MT0755.Superseded values are not recommended for survey control.
 MT0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0755.See file dsdata.txt to determine how the superseded data were derived.
 MT0755
 MT0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF0419355151(NAD 83)
 MT0755_MARKER: Z = SEE DESCRIPTION
 MT0755_SETTING: 0 = UNSPECIFIED SETTING
 MT0755
 MT0755  HISTORY     - Date     Condition        Report By
 MT0755  HISTORY     - 1940     MONUMENTED       CGS
 MT0755  HISTORY     - 1957     SEE DESCRIPTION  CGS
 MT0755  HISTORY     - 1967     SEE DESCRIPTION  USGS
 MT0755
 MT0755                          STATION DESCRIPTION
 MT0755
 MT0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0755'STATION IS LOCATED ABOUT 21 MILES E OF WELLS, ABOUT 8 MILES
 MT0755'NNW OF OASIS ON THE HIGHEST, BALD PEAK OF THE GROUP OF THE PEQUOP
 MT0755'RANGE OF MOUNTAINS LYING N OF U.S. HIGHWAY 40, AND S OF THE
 MT0755'SOUTHERN PACIFIC RAILROAD.
 MT0755'
 MT0755'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN BEDROCK
 MT0755'ON HIGHEST POINT OF ROCKY HILL.  STAMPED NORTH PEQUOP 1940.
 MT0755'
 MT0755'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK
 MT0755'ABOUT 23 FEET NE OF, AND ABOUT 2 FEET LOWER THAN STATION.
 MT0755'STAMPED NORTH PEQUOP NO. 1 1940.
 MT0755'
 MT0755'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK,
 MT0755'NW OF STATION, ABOUT 12 FEET LOWER IN ELEVATION.  STAMPED
 MT0755'NORTH PEQUOP NO. 2 1940.
 MT0755'
 MT0755'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK ABOUT
 MT0755'0.4 MILE NE BY E FROM STATION ON A VERY CONSPICUOUS PINNACLE-SHAPED
 MT0755'HILL AND ABOUT 50 FEET LOWER IN ELEVATION.  STAMPED NORTH
 MT0755'PEQUOP 1940.
 MT0755'
 MT0755'STATION IS REACHED FROM SUPP BROTHERS GARAGE ON U.S. HIGHWAY
 MT0755'40 IN WELLS, BY FOLLOWING U.S. HIGHWAY 40, E, FOR 28 MILES TO
 MT0755'JUNCTION WITH GRADED ROAD LEADING LEFT, NE, AT COBRE-MONTELLO
 MT0755'SIGN.  THIS ROAD IS 0.4 MILE W OF OASIS, AND 5.6 MILES E OF
 MT0755'PEQUOP SUMMIT.  TURN LEFT, NE, ON GRADED ROAD FOR 0.3 MILE TO
 MT0755'FORKS.  TAKE LEFT FORK, N, FOR 3.2 MILES TO FORKS.  TAKE LEFT
 MT0755'FORK, TRAIL ROAD N FOR 1.3 MILES TO FENCE CORNER ON RIGHT.
 MT0755'KEEP RIGHT FORK, N, ALONG FENCE FOR 0.2 MILE TO GATE AT
 MT0755'UNOCCUPIED RANCH HOUSE ON LEFT.  KEEP TRAIL ROAD, N, ON E SIDE OF
 MT0755'FENCE FOR 0.45 MILE.  THENCE LEFT, W, AROUND FENCE CORNER
 MT0755'AND FOLLOW MAIN TRAIL ROAD W AND NW FOR 0.55 MILE TO FORKS.
 MT0755'TAKE LEFT FORK AND FOLLOW MAIN TRAIL WINDING UP VALLEY AND
 MT0755'OVER RIDGES NW FOR 3.6 MILES TO POINT WHERE TRAIL ROAD TURNS
 MT0755'SHARPLY TO THE RIGHT, OUT OF CANYON, AND CLIMB TO TOP OF
 MT0755'RIDGE TO THE N.  CONTINUE STRAIGHT AHEAD, SW UP MAIN
 MT0755'CANYON FOR 1.3 MILES TO A POINT JUST BEFORE REACHING
 MT0755'SADDLE.  TURN LEFT, S, UP SLOPE TO TOP OF RIDGE.  PACK SW
 MT0755'TO THE HIGHEST POINT AND STATION (10-MINUTE PACK.)
 MT0755
 MT0755                          STATION RECOVERY (1957)
 MT0755
 MT0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0755'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 MT0755'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 MT0755'
 MT0755'A BELL TELEPHONE CO., MICROWAVE RELAY STATION HAS BEEN ERECTED
 MT0755'ON THE PEAK.  DISTANCE BEING 104.424 METERS (342.60 FEET)
 MT0755'(TO NORTHWEST CORNER OF BUILDING) WEST-SOUTHWEST OF THE
 MT0755'TRIANGULATION STATION.  A GRADED ROAD NOW LEADS TO THE
 MT0755'INSTALLATION.
 MT0755'
 MT0755'THE NEW ROUTE--
 MT0755'
 MT0755'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 93 IN SOUTHEAST
 MT0755'WELLS, GO EASTERLY ON U.S. HIGHWAY 40 FOR 20.6 MILES TO A GRAVEL
 MT0755'ROAD LEFT AND THE ENTRANCE GATE TO THE MICROWAVE STATION
 MT0755'ROAD.  THIS IS 0.5 MILE WEST OF PEQUOP SUMMIT.  FROM THE GATE,
 MT0755'FOLLOW WINDING GRADED ROAD NORTHERLY FOR 5.5 MILES TO THE END
 MT0755'OF THE ROAD AT THE MICROWAVE STATION.  PACK EASTERLY FOR ABOUT
 MT0755'125 YARDS TO THE ROCKY SUMMIT AND THE STATION SITE.
 MT0755
 MT0755                          STATION RECOVERY (1967)
 MT0755
 MT0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (TKB)
 MT0755'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0332 ***********************************************************************
 KP0332  DESIGNATION -  NORTH SHELL
 KP0332  PID         -  KP0332
 KP0332  STATE/COUNTY-  NV/WHITE PINE
 KP0332  USGS QUAD   -  NORTH SCHELL PEAK (1993)
 KP0332
 KP0332                         *CURRENT SURVEY CONTROL
 KP0332  ___________________________________________________________________
 KP0332* NAD 83(1994)-  39 24 47.66890(N)    114 35 58.85454(W)     ADJUSTED  
 KP0332* NAVD 88     -      3625.6    (meters)   11895.     (feet)  VERTCON   
 KP0332  ___________________________________________________________________
 KP0332  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 KP0332  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 KP0332
 KP0332  HORZ ORDER  -  FIRST
 KP0332
 KP0332.The horizontal coordinates were established by classical geodetic methods
 KP0332.and adjusted by the National Geodetic Survey in June 1998..
 KP0332
 KP0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 KP0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KP0332
 KP0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0332
 KP0332.The geoid height was determined by GEOID03.
 KP0332
 KP0332;                    North         East     Units Scale Factor Converg.
 KP0332;SPC NV E     - 8,517,933.392   284,704.665   MT  0.99998831   +0 37 28.4
 KP0332;SPC NV E     -27,945,919.80    934,068.56   sFT  0.99998831   +0 37 28.4
 KP0332;UTM  11      - 4,365,385.170   706,645.173   MT  1.00012579   +1 31 28.3
 KP0332
 KP0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0332!SPC NV E     -   0.99943461  x   0.99998831  =   0.99942292
 KP0332!UTM  11      -   0.99943461  x   1.00012579  =   0.99956033
 KP0332
 KP0332|---------------------------------------------------------------------|
 KP0332| PID    Reference Object                     Distance      Geod. Az  |
 KP0332|                                                           dddmmss.s |
 KP0332| DD5544 NORTH SHELL RM 1                      5.232 METERS 14632     |
 KP0332| DD5543 NORTH SHELL AZ MK                                  2232354.0 |
 KP0332| DD5545 NORTH SHELL RM 2                      8.834 METERS 27649     |
 KP0332| KP0334 NORTH SHELL ROCK CAIRN               11.900 METERS 30415     |
 KP0332|---------------------------------------------------------------------|
 KP0332
 KP0332                          SUPERSEDED SURVEY CONTROL
 KP0332
 KP0332  NAD 83(1994)-  39 24 47.66873(N)    114 35 58.85445(W) AD(       ) 1
 KP0332  NAD 83(1986)-  39 24 47.66446(N)    114 35 58.85858(W) AD(       ) 1
 KP0332  NAD 27      -  39 24 47.88064(N)    114 35 55.81319(W) AD(       ) 1
 KP0332  NGVD 29 (07/19/86) 3624.0    (m)        11890.     (f) VERT ANG       
 KP0332
 KP0332.Superseded values are not recommended for survey control.
 KP0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0332.See file dsdata.txt to determine how the superseded data were derived.
 KP0332
 KP0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD0664565385(NAD 83)
 KP0332_MARKER: DS = TRIANGULATION STATION DISK
 KP0332_SETTING: 66 = SET IN ROCK OUTCROP
 KP0332_SP_SET: PARTIALLY EXPOSED BEDROCK
 KP0332
 KP0332  HISTORY     - Date     Condition        Report By
 KP0332  HISTORY     - 1944     MONUMENTED       CGS
 KP0332  HISTORY     - 1954     GOOD             CGS
 KP0332  HISTORY     - 1967     GOOD             CGS
 KP0332
 KP0332                          STATION DESCRIPTION
 KP0332
 KP0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 KP0332'STATION IS LOCATED ABOUT 9 MILES E OF MC GILL, ABOUT 6 MILES
 KP0332'SE OF DUCK CREEK DAM, ON A HIGH ROCKY SHARP RIDGE AT THE HEAD
 KP0332'OF TIMBER CREEK.
 KP0332'
 KP0332'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK AT A
 KP0332'45 DEG ANGLE AND IS STAMPED NORTH SHELL 1944.  IT IS 39 FEET
 KP0332'SE OF ROCK CAIRN AND SIGNAL.
 KP0332'
 KP0332'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH IN BEDROCK
 KP0332'AND IS STAMPED NORTH SHELL NO 1 1944.  IT IS ABOUT 4 FEET
 KP0332'LOWER IN ELEVATION THAN THE STATION MARK.
 KP0332'
 KP0332'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK.
 KP0332'IT IS APPROXIMATELY 6 FEET LOWER IN ELEVATION THAN THE STATION
 KP0332'MARK AND IS STAMPED NORTH SHELL NO 2 1944.
 KP0332'
 KP0332'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET FLUSH IN A BOULDER
 KP0332'AND IS STAMPED NORTH SHELL 1944.  IT IS 4 FEET SW OF A WHITE
 KP0332'WITNESS POST SET IN CENTER OF ROCK CAIRN, 18 FEET S OF THE
 KP0332'CENTER LINE OF WAGON ROAD, AT POINT WHERE WAGON ROAD IS LEFT
 KP0332'TO FOLLOW GAME TRAIL ENROUTE TO STATION.
 KP0332'
 KP0332'TO REACH STATION FROM THE LIBRARY BUILDING IN MC GILL, GO N
 KP0332'ON U.S. HIGHWAY 50 AND 93 FOR 5.7 MILES TO SIDE ROAD RIGHT AT
 KP0332'SIGN DUCK CREEK FOREST CAMP.  TURN RIGHT AND GO 2.7 MILES TO
 KP0332'FORKS AT SIGN DUCK CREEK VALLEY.  TAKE RIGHT FORK AND GO 1.7
 KP0332'MILES TO SIDE ROAD TO LEFT AND DUCK CREEK STATION OF KENNECOTT
 KP0332'COPPER COMPANY ON RIGHT.  CONTINUE STRAIGHT AHEAD AND GO 3.7
 KP0332'MILES TO SIDE ROAD LEFT AT SIGN TIMBER CREEK FOREST CAMP 4
 KP0332'MILES, TURN LEFT AND GO 4.5 MILES TO END OF TRUCK TRAVEL AT WIRE
 KP0332'GATE.  FROM HERE PACK E FOLLOWING OLD WAGON ROAD ABOUT 1/2 MILE
 KP0332'TO OLD CAMP SITE AND AZIMUTH MARK.  HERE TURN LEFT AND GO NNE
 KP0332'ON A GAME TRAIL AND ALONG CREEK UNTIL A SPRING IS REACHED.  NO
 KP0332'WATER AFTER THIS POINT.  CONTINUE UP DRAW, AROUND HILL, IN A NE
 KP0332'DIRECTION FOR ABOUT 1/4 MILE, THEN BEAR TO LEFT UP STEEP
 KP0332'ROCKY SLIDE TOWARDS SADDLE ON RIDGE.  THIS PORTION IS
 KP0332'VERY STEEP AND IN PLACES FOOTING IS INSECURE.  FROM SADDLE
 KP0332'FOLLOW ALONG RIDGE SE ABOUT 1/8 MILE TO HIGHEST POINT AND
 KP0332'STATION.  NOTE--TO DESCEND MOUNTAIN, BETTER ROUTE IS TO GO SE
 KP0332'FROM STATION, ALONG RIDGE, ABOUT 1/4 MILE TO LOW SADDLE
 KP0332'DIRECTLY ABOVE THE POINT WHERE TREES AND GRASS EXTEND FURTHEST
 KP0332'UP THE SLOPE.  HERE TURN RIGHT AND GO W DOWN STEEP SLIDE AND
 KP0332'THROUGH TREES UNTIL ABOVE-MENTIONED CREEK IS REACHED.  THENCE
 KP0332'ALONG GAME TRAIL AND CREEK TO AZIMUTH MARK.  THE ADVANTAGES TO
 KP0332'THIS ROUTE IS THAT THE SLIDE IS COMPOSED OF SMALLER STONES
 KP0332'MAKING DESCENT EASIER BUT ASCENT MORE DIFFICULT.
 KP0332'
 KP0332'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 KP0332
 KP0332                          STATION RECOVERY (1954)
 KP0332
 KP0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KP0332'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KP0332'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 KP0332
 KP0332                          STATION RECOVERY (1967)
 KP0332
 KP0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CAA)
 KP0332'THE STATION MARK, REFERENCES MARKS 1 AND 2, AND THE AZIMUTH MARK
 KP0332'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 KP0332'A SHORTER MEASUREMENT WAS RECORDED FOR REFERENCE MARK 2 AND A
 KP0332'NEW TO REACH ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 KP0332'
 KP0332'THE STATION IS LOCATED ABOUT 18 MILES NORTHEAST OF ELY, 9 MILES
 KP0332'EAST OF MC GILL, 6 MILES SOUTHEAST OF DUCK CREEK DAM, ON A HIGH
 KP0332'ROCKY RIDGE.
 KP0332'
 KP0332'TO REACH THE STATION FROM THE POST OFFICE IN MC GILL, GO NORTH ON
 KP0332'U.S. HIGHWAY 93 FOR 5.45 MILES TO A HARD SURFACED SIDE ROAD RIGHT,
 KP0332'AT SIGN DUCK CREEK.  TURN RIGHT, EAST AND SOUTH, ON THE HARD
 KP0332'SURFACED ROAD FOR 8.8 MILES TO A GRAVEL CROSSROAD AT SIGN TIMBER
 KP0332'CREEK FOREST CAMP.  TURN LEFT, EAST, ON MAIN GRAVEL ROAD FOR 4.6
 KP0332'MILES TO ECHOING PINES GIRL SCOUT CAMP ON THE RIGHT.  CONTINUE
 KP0332'EAST FOR 0.4 MILE TO THE AZIMUTH ON THE RIGHT, IN A CLEARING
 KP0332'ABOUT 100 YARDS WEST OF A PICNIC AREA.  CONTINUE EAST AND
 KP0332'NORTH ON THE GRAVEL ROAD, FOR 0.3 MILE TO THE END OF THE ROAD
 KP0332'AND THE END OF TRUCK TRAVEL.  PACK NORTH ALONG CREEK, TO
 KP0332'WHERE CANYON FORKS.  KEEP LEFT FORK, ALONG EAST SIDE OF
 KP0332'CREEK, TO THE CREST OF THE RIDGE.  BEAR RIGHT, SOUTHEAST,
 KP0332'ALONG THE RIDGE, TO THE HIGHEST PART OF THE RIDGE AND THE
 KP0332'STATION.  THIS IS A 4-HOUR PACK.
 KP0332'
 KP0332'THE STATION IS A STANDARD DISK, CEMENTED IN A DRILL HOLE IN THE
 KP0332'SIDE OF AN OUTCROP, AND IS STAMPED NORTH SHELL 1944.  IT IS
 KP0332'39 FEET SOUTHEAST OF A CAIRN.
 KP0332'
 KP0332'REFERENCE MARK 1 IS A STANDARD DISK, CEMENTED IN A DRILL HOLE
 KP0332'IN BEDROCK, AND IS STAMPED NORTH SHELL NO 1 1944.  IT IS ABOUT
 KP0332'FOUR FEET LOWER THAN THE STATION MARK.
 KP0332'
 KP0332'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KP0332'IN A SMALL OUTCROP, AND IS STAMPED NORTH SHELL NO 2 1944.  IT
 KP0332'PROJECTS ABOUT 2 INCHES AND IS ABOUT 8 FEET LOWER THAN THE
 KP0332'STATION.  IT IS 18 FEET SOUTH-SOUTHEAST OF THE CAIRN.
 KP0332'
 KP0332'THE AZIMUTH MARK IS A STANDARD DISK, CEMENTED IN A DRILL HOLE
 KP0332'IN A BOULDER, WHICH IS ABOUT 1 FOOT BY 1 FOOT, IN SIZE.
 KP0332'IT IS STAMPED NORTH SHELL 1944 AND IS 60 FEET SOUTH OF THE CENTER
 KP0332'OF THE GRAVEL ROAD, 18 FEET SOUTHWEST OF A DIM BLADED ROAD,
 KP0332'AND 4 FEET WEST OF A METAL WITNESS POST WHICH IS SET IN THE
 KP0332'CENTER OF A ROCK CAIRN.
 KP0332'
 KP0332'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 KP0332'
 KP0332'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 KP0332'EAST OF MC GILL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KP0334 ***********************************************************************
 KP0334  DESIGNATION -  NORTH SHELL ROCK CAIRN
 KP0334  PID         -  KP0334
 KP0334  STATE/COUNTY-  NV/WHITE PINE
 KP0334  USGS QUAD   -  NORTH SCHELL PEAK (1993)
 KP0334
 KP0334                         *CURRENT SURVEY CONTROL
 KP0334  ___________________________________________________________________
 KP0334* NAD 83(1994)-  39 24 47.88611(N)    114 35 59.26568(W)     ADJUSTED  
 KP0334* NAVD 88     -      3626.     (meters)   11896.     (feet)  SCALED    
 KP0334  ___________________________________________________________________
 KP0334  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 KP0334  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 KP0334
 KP0334  HORZ ORDER  -  THIRD
 KP0334
 KP0334.The horizontal coordinates were established by classical geodetic methods
 KP0334.and adjusted by the National Geodetic Survey in June 1998..
 KP0334
 KP0334.The orthometric height was scaled from a topographic map.
 KP0334
 KP0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 KP0334
 KP0334.The geoid height was determined by GEOID03.
 KP0334
 KP0334;                    North         East     Units Scale Factor Converg.
 KP0334;SPC NV E     - 8,517,939.983   284,694.757   MT  0.99998829   +0 37 28.2
 KP0334;SPC NV E     -27,945,941.43    934,036.05   sFT  0.99998829   +0 37 28.2
 KP0334;UTM  11      - 4,365,391.605   706,635.162   MT  1.00012574   +1 31 28.0
 KP0334
 KP0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KP0334!SPC NV E     -   0.99943461  x   0.99998829  =   0.99942290
 KP0334!UTM  11      -   0.99943461  x   1.00012574  =   0.99956028
 KP0334
 KP0334                          SUPERSEDED SURVEY CONTROL
 KP0334
 KP0334  NAD 83(1994)-  39 24 47.88594(N)    114 35 59.26560(W) AD(       ) 4
 KP0334  NAD 83(1986)-  39 24 47.88168(N)    114 35 59.26972(W) AD(       ) 4
 KP0334  NAD 27      -  39 24 48.09758(N)    114 35 56.22389(W) AD(       ) 3
 KP0334
 KP0334.Superseded values are not recommended for survey control.
 KP0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KP0334.See file dsdata.txt to determine how the superseded data were derived.
 KP0334
 KP0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQD0663565392(NAD 83)
 KP0334_MARKER: 72 = CAIRN
 KP0334
 KP0334  HISTORY     - Date     Condition        Report By
 KP0334  HISTORY     - 1944     FIRST OBSERVED   CGS
 KP0334
 KP0334                          STATION DESCRIPTION
 KP0334
 KP0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 KP0334'LOCATED ABOUT 9 MILES (AIR LINE) E OF MC GILL, ABOUT 6 MILES
 KP0334'SE OF DUCK CREEK DAM, ON A HIGH ROCKY SHARP RIDGE AT THE
 KP0334'HEAD OF TIMBER CREEK.  IT IS A 4-FOOT CAIRN 39 FEET NW OF
 KP0334'STATION NORTH SHELL, AT ABOUT THE SAME ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0454 ***********************************************************************
 KQ0454  DESIGNATION -  NORTH SHOSHONE
 KQ0454  PID         -  KQ0454
 KQ0454  STATE/COUNTY-  NV/LANDER
 KQ0454  USGS QUAD   -  NORTH SHOSHONE PEAK (1988)
 KQ0454
 KQ0454                         *CURRENT SURVEY CONTROL
 KQ0454  ___________________________________________________________________
 KQ0454* NAD 83(1994)-  39 09 01.60746(N)    117 28 47.87057(W)     ADJUSTED  
 KQ0454* NAVD 88     -      3144.9    (meters)   10318.     (feet)  VERTCON   
 KQ0454  ___________________________________________________________________
 KQ0454  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 KQ0454  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 KQ0454
 KQ0454  HORZ ORDER  -  FIRST
 KQ0454
 KQ0454.The horizontal coordinates were established by classical geodetic methods
 KQ0454.and adjusted by the National Geodetic Survey in June 1998..
 KQ0454
 KQ0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0454
 KQ0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0454
 KQ0454.The geoid height was determined by GEOID03.
 KQ0454
 KQ0454;                    North         East     Units Scale Factor Converg.
 KQ0454;SPC NV C     - 6,488,613.940   429,702.961   MT  0.99996083   -0 30 48.6
 KQ0454;SPC NV C     -21,288,060.90  1,409,783.80   sFT  0.99996083   -0 30 48.6
 KQ0454;UTM  11      - 4,333,581.684   458,527.129   MT  0.99962118   -0 18 10.9
 KQ0454
 KQ0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0454!SPC NV C     -   0.99951034  x   0.99996083  =   0.99947118
 KQ0454!UTM  11      -   0.99951034  x   0.99962118  =   0.99913170
 KQ0454
 KQ0454|---------------------------------------------------------------------|
 KQ0454| PID    Reference Object                     Distance      Geod. Az  |
 KQ0454|                                                           dddmmss.s |
 KQ0454| DB2176 NORTH SHOSHONE RM 1                  10.342 METERS 05119     |
 KQ0454| DB2177 NORTH SHOSHONE RM 2                   8.035 METERS 17928     |
 KQ0454| DB2175 NORTH SHOSHONE AZ MK                               3220806.2 |
 KQ0454|---------------------------------------------------------------------|
 KQ0454
 KQ0454                          SUPERSEDED SURVEY CONTROL
 KQ0454
 KQ0454  NAD 83(1986)-  39 09 01.61710(N)    117 28 47.86411(W) AD(       ) 1
 KQ0454  NAD 27      -  39 09 01.88300(N)    117 28 44.50700(W) AD(       ) 1
 KQ0454  NGVD 29 (03/11/99) 3143.4    (m)        10313.     (f) VERT ANG       
 KQ0454
 KQ0454.Superseded values are not recommended for survey control.
 KQ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0454.See file dsdata.txt to determine how the superseded data were derived.
 KQ0454
 KQ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD5852733582(NAD 83)
 KQ0454_MARKER: DS = TRIANGULATION STATION DISK
 KQ0454_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0454_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KQ0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0454+STABILITY: POSITION/ELEVATION WELL
 KQ0454
 KQ0454  HISTORY     - Date     Condition        Report By
 KQ0454  HISTORY     - 1954     MONUMENTED       CGS
 KQ0454  HISTORY     - 1955     GOOD             CGS
 KQ0454  HISTORY     - 1966     GOOD             CGS
 KQ0454  HISTORY     - 1971     GOOD             USGS
 KQ0454  HISTORY     - 1971     GOOD             USGS
 KQ0454
 KQ0454                          STATION DESCRIPTION
 KQ0454
 KQ0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0454'THE STATION IS LOCATED ABOUT 32 MILES SOUTHWEST OF AUSTIN, 9
 KQ0454'MILES SOUTH-SOUTHEAST OF THE OLD PETERSON RANCH AND GAS STATION
 KQ0454'AND 6 MILES WEST OF THE REESE RIVER, ON WHAT IS KNOWN AS NORTH
 KQ0454'SHOSHONE MOUNTAIN.  THIS IS A ROUND, SHARP PEAK SPARSELY
 KQ0454'COVERED WITH TIMBER AND THE HIGHEST POINT IN THE VICINITY.
 KQ0454'
 KQ0454'TO REACH FROM THE POST OFFICE IN AUSTIN, FOLLOW U.S. HIGHWAY
 KQ0454'50 WESTERLY FOR 31.6 MILES TO THE OLD PETERSON RANCH AND
 KQ0454'GAS STATION.  TURN LEFT, SOUTHEAST, THROUGH THE RANCH YARD,
 KQ0454'AND FOLLOW BLADED ROAD SOUTHERLY FOR 4.4 MILES TO THE AZIMUTH
 KQ0454'MARK ON THE RIGHT.  CONTINUE FOR 0.1 MILE TO AN EAST-WEST
 KQ0454'FENCE LINE AND WIRE GATE.  CONTINUE SOUTHERLY FOR 1.6 MILES
 KQ0454'TO THE END OF THE ROAD.  FROM THE END OF THE ROAD, TAKE THE
 KQ0454'RIGHT HAND CANYON AND GO SOUTH-SOUTHEAST FOR 0.6 MILE,
 KQ0454'CROSS-COUNTRY, TOWARDS A SHARP, BALD PEAK WITH A PROMINENT
 KQ0454'SADDLE ON THE LEFT, EAST SIDE OF THE PEAK.  FROM THE END OF
 KQ0454'THE 0.6 MILEAGE, PACK SOUTH-SOUTHEAST TO THE SADDLE, TURN
 KQ0454'LEFT, GO EAST AND NORTHEAST, UP THE STEEP RIDGE, TO THE
 KQ0454'HIGHEST POINT AND THE STATION.  THIS IS A 3-HOUR PACK.
 KQ0454'THERE IS A STREAM OF WATER FLOWING DOWN THE CANYON ENROUTE TO
 KQ0454'THE SADDLE MENTIONED ABOVE.
 KQ0454'
 KQ0454'THE STATION MARK, STAMPED NORTH SHOSHONE 1954, IS A STANDARD
 KQ0454'DISK CEMENTED IN A DRILL HOLE IN A SMALL BOULDER WHICH IS
 KQ0454'ON THE HIGHEST POINT OF THE MOUNTAIN.
 KQ0454'
 KQ0454'REFERENCE MARK 1, STAMPED NORTH SHOSHONE NO 1 1954, IS A STANDARD
 KQ0454'DISK CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 6 FEET
 KQ0454'LOWER THAN THE STATION.  THE BOULDER PROJECTS ABOUT 8 INCHES
 KQ0454'ABOVE THE GROUND.
 KQ0454'
 KQ0454'REFERENCE MARK 2, STAMPED NORTH SHOSHONE NO 2 1954, IS A STANDARD
 KQ0454'DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER ABOUT 7 FEET
 KQ0454'LOWER THAN THE STATION.  THE BOULDER PROJECTS ABOUT 16 INCHES
 KQ0454'ABOVE THE GROUND.
 KQ0454'
 KQ0454'THE AZIMUTH MARK, STAMPED NORTH SHOSHONE 1954, IS A STANDARD
 KQ0454'DISK SET IN A CONCRETE CYLINDER PROJECTING ABOUT 6 INCHES
 KQ0454'ABOVE THE GROUND.  IT IS 9 FEET WEST OF THE CENTER OF THE
 KQ0454'BLADED ROAD, AT THE NORTH EDGE OF A CLEARING (SALT LICK FOR
 KQ0454'CATTLE) AND 1 FOOT SOUTHEAST OF A WITNESS POST.  THIS POINT
 KQ0454'IS JUST NORTH OF A SMALL GROVE OF ASPEN TREES.
 KQ0454
 KQ0454                          STATION RECOVERY (1955)
 KQ0454
 KQ0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 KQ0454'THE DESCRIPTION IS ADEQUATE.  THE STATION MARK, REFERENCE
 KQ0454'MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED
 KQ0454'AND WERE FOUND IN GOOD CONDITION.
 KQ0454'
 KQ0454'THE CURRENT DISTANCES AND THE DIRECTIONS COMPARED FAVORABLY
 KQ0454'WITH THE 1954 DATA.
 KQ0454
 KQ0454                          STATION RECOVERY (1966)
 KQ0454
 KQ0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 KQ0454'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED AND THE
 KQ0454'DESCRIPTION TO THE STATION WAS ADEQUATE.  STATION WAS USED
 KQ0454'FOR CHECK ANGLES ONLY IN 1966.
 KQ0454'
 KQ0454'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--32 MILES
 KQ0454'SOUTHWEST OF AUSTIN
 KQ0454
 KQ0454                          STATION RECOVERY (1971)
 KQ0454
 KQ0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KQ0454'INSTRUMENT STAND 4.9 FT ABOVE STATION MARK.
 KQ0454'
 KQ0454'ALL MARKS IN GOOD CONDITION.
 KQ0454'AZIMUTH MARK NOT SEARCHED FOR.
 KQ0454'
 KQ0454'REACHED BY HELICOPTER.  CAN LAND IMMEDIATELY E. OF STATION.
 KQ0454
 KQ0454                          STATION RECOVERY (1971)
 KQ0454
 KQ0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KQ0454'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-2 STATION 1008.
 KQ0454'STATION MARK--STANDARD DISC STAMPED---NORTH SHOSHONE 1954---CEMENTED
 KQ0454'IN A DRILL HOLE IN A SMALL BOULDER WHICH IS ON THE HIGHEST POINT OF
 KQ0454'THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0741 ***********************************************************************
 MT0741  DESIGNATION -  NORTH TOANO
 MT0741  PID         -  MT0741
 MT0741  STATE/COUNTY-  NV/ELKO
 MT0741  USGS QUAD   -  COBRE SE (1967)
 MT0741
 MT0741                         *CURRENT SURVEY CONTROL
 MT0741  ___________________________________________________________________
 MT0741* NAD 83(1994)-  41 04 12.98843(N)    114 17 22.40071(W)     ADJUSTED  
 MT0741* NAVD 88     -      2435.     (meters)    7989.     (feet)  SCALED    
 MT0741  ___________________________________________________________________
 MT0741  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 MT0741  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 MT0741
 MT0741  HORZ ORDER  -  FIRST
 MT0741
 MT0741.The horizontal coordinates were established by classical geodetic methods
 MT0741.and adjusted by the National Geodetic Survey in June 1998..
 MT0741
 MT0741.The orthometric height was scaled from a topographic map.
 MT0741
 MT0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0741
 MT0741.The geoid height was determined by GEOID03.
 MT0741
 MT0741;                    North         East     Units Scale Factor Converg.
 MT0741;SPC NV E     - 8,702,255.686   308,726.929   MT  1.00004545   +0 51 00.3
 MT0741;SPC NV E     -28,550,650.53  1,012,881.60   sFT  1.00004545   +0 51 00.3
 MT0741;UTM  11      - 4,550,098.406   727,721.999   MT  1.00023828   +1 46 53.3
 MT0741
 MT0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0741!SPC NV E     -   0.99962084  x   1.00004545  =   0.99966627
 MT0741!UTM  11      -   0.99962084  x   1.00023828  =   0.99985903
 MT0741
 MT0741|---------------------------------------------------------------------|
 MT0741| PID    Reference Object                     Distance      Geod. Az  |
 MT0741|                                                           dddmmss.s |
 MT0741| DD5548 NORTH TOANO RM 2                      4.663 METERS 02237     |
 MT0741| DD5546 NORTH TOANO AZ MK                                  0290750.8 |
 MT0741| MT0738 PILOT PEAK                          APPROX.18.7 KM 1065640.9 |
 MT0741| LQ0626 SAN FRAN SALT LK AWY BCN 49 B       APPROX.27.4 KM 2073832.0 |
 MT0741|---------------------------------------------------------------------|
 MT0741
 MT0741                          SUPERSEDED SURVEY CONTROL
 MT0741
 MT0741  NAD 83(1994)-  41 04 12.98812(N)    114 17 22.40047(W) AD(       ) 1
 MT0741  NAD 83(1986)-  41 04 12.98263(N)    114 17 22.39447(W) AD(       ) 1
 MT0741  NAD 27      -  41 04 13.25358(N)    114 17 19.32217(W) AD(       ) 1
 MT0741
 MT0741.Superseded values are not recommended for survey control.
 MT0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0741.See file dsdata.txt to determine how the superseded data were derived.
 MT0741
 MT0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF2772250098(NAD 83)
 MT0741_MARKER: Z = SEE DESCRIPTION
 MT0741_SETTING: 0 = UNSPECIFIED SETTING
 MT0741
 MT0741  HISTORY     - Date     Condition        Report By
 MT0741  HISTORY     - 1940     MONUMENTED       CGS
 MT0741
 MT0741                          STATION DESCRIPTION
 MT0741
 MT0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0741'STATION IS LOCATED ABOUT 10 MILES ENE OF OASIS, AND ABOUT 7
 MT0741'MILES SE OF COBRE, ON THE HIGHEST PEAK OF THE TOANO MOUNTAINS.
 MT0741'
 MT0741'STATION MARK IS A STANDARD BRONZE DISK SET IN BEDROCK, ON
 MT0741'HIGHEST POINT OF HILL, ABOUT 8 FEET W OF THE E EDGE OF THE RIDGE.
 MT0741'STAMPED NORTH TOANO 1940.
 MT0741'
 MT0741'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN BEDROCK
 MT0741'ABOUT 12 FEET N BY E OF STATION AND ABOUT THE SAME ELEVATION AS
 MT0741'STATION.  STAMPED NORTH TOANO NO. 1 1940.
 MT0741'
 MT0741'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK
 MT0741'ABOUT 15 FEET SSW OF STATION, AND ABOUT THE SAME ELEVATION AS
 MT0741'STATION.  STAMPED NORTH TOANO NO. 2 1940.
 MT0741'
 MT0741'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK ABOUT 0.1
 MT0741'MILE NNE OF STATION ON FIRST POINT OF RIDGE TO THE NE AND ABOUT
 MT0741'30 FEET LOWER IN ELEVATION.  STAMPED NORTH TOANO 1940.
 MT0741'
 MT0741'REACHED FROM OASIS, A SMALL SETTLEMENT ON U.S. HIGHWAY 40, BY
 MT0741'FOLLOWING U.S. HIGHWAY 40, NW FOR 0.4 MILE TO GRAVELED ROAD LEADING
 MT0741'RIGHT, NE, AT SIGN READING COBRE 8 - MONTELLO 26, TURN RIGHT, NE,
 MT0741'ON GRAVELED ROAD AND FOLLOW IT FOR 6.2 MILES TO FORK, KEEP RIGHT
 MT0741'FORK, CROSS RAILROAD TRACKS AND CONTINUE ON GRAVELED ROAD FOR
 MT0741'3.2 MILES TO JUNCTION WITH ROAD FROM COBRE, WHICH CROSSES
 MT0741'SOUTHERN PACIFIC RAILROAD TRACKS JUST TO LEFT, TURN RIGHT, SE,
 MT0741'ON DIM TRAIL WHICH LEADS SE UP FLAT VALLEY AND CANYON,
 MT0741'FOLLOWING MAIN TRAIL ROAD FOR 5.6 MILES, THENCE LEFT ON VERY
 MT0741'DIM TRACK, NE, UP CANYON FOR 1.6 MILES TO END OF TRAIL ROAD.
 MT0741'CONTINUE UP RIDGE FOR 0.2 MILE, THENCE LEFT FOR 0.2 MILE
 MT0741'INTO DRAW, TURN RIGHT UP WASH AND FOLLOW WASH FOR 1.2 MILES
 MT0741'TO END OF TRUCK TRAVEL.  PACK N TO TOP OF RIDGE.  TURN LEFT, W,
 MT0741'PACK TO HIGHEST POINT AND STATION.  (20-MINUTE PACK.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8319 ***********************************************************************
 DE8319  DESIGNATION -  NORTH VEGAS RESET
 DE8319  PID         -  DE8319
 DE8319  STATE/COUNTY-  NV/CLARK
 DE8319  USGS QUAD   -  LAS VEGAS NE (1984)
 DE8319
 DE8319                         *CURRENT SURVEY CONTROL
 DE8319  ___________________________________________________________________
 DE8319* NAD 83(1994)-  36 11 18.66709(N)    115 06 57.99298(W)     ADJUSTED  
 DE8319* NAVD 88     -       563.     (meters)    1847.     (feet)  SCALED    
 DE8319  ___________________________________________________________________
 DE8319  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 DE8319  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DE8319
 DE8319  HORZ ORDER  -  FIRST
 DE8319
 DE8319.The horizontal coordinates were established by classical geodetic methods
 DE8319.and adjusted by the National Geodetic Survey in June 1998..
 DE8319
 DE8319.The orthometric height was scaled from a topographic map.
 DE8319
 DE8319.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8319
 DE8319.The geoid height was determined by GEOID03.
 DE8319
 DE8319;                    North         East     Units Scale Factor Converg.
 DE8319;SPC NV E     - 8,159,687.716   242,022.103   MT  0.99992175   +0 16 33.1
 DE8319;SPC NV E     -26,770,575.45    794,034.18   sFT  0.99992175   +0 16 33.1
 DE8319;UTM  11      - 4,006,502.903   669,394.900   MT  0.99995356   +1 06 45.3
 DE8319
 DE8319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8319!SPC NV E     -   0.99991610  x   0.99992175  =   0.99983786
 DE8319!UTM  11      -   0.99991610  x   0.99995356  =   0.99986967
 DE8319
 DE8319:                Primary Azimuth Mark                     Grid Az
 DE8319:SPC NV E     -  LAS VEGAS AIR BASE TK BCN 26 B           047 55 46.0
 DE8319:UTM  11      -  LAS VEGAS AIR BASE TK BCN 26 B           047 05 33.8
 DE8319
 DE8319|---------------------------------------------------------------------|
 DE8319| PID    Reference Object                     Distance      Geod. Az  |
 DE8319|                                                           dddmmss.s |
 DE8319| GR1924 LAS VEGAS AIR BASE TK BCN 26 B      APPROX. 8.8 KM 0481219.1 |
 DE8319| GR1928 NELLIS AFB CONTROL TOWER            APPROX. 9.6 KM 0503037.2 |
 DE8319| GR1929 LAS VEGAS RAD TWR 206 LQ RANGE      APPROX. 5.5 KM 0555205.1 |
 DE8319| CC5714 NORTH VEGAS RM 1                    100.535 METERS 08933     |
 DE8319| CC5716 NORTH VEGAS RM 5                     24.377 METERS 12806     |
 DE8319| CC5715 NORTH VEGAS RM 2                    110.335 METERS 17942     |
 DE8319| CC5717 NORTH VEGAS RM 6                     23.395 METERS 23044     |
 DE8319| CC5713 NORTH VEGAS AZ MK 2                                2674002.2 |
 DE8319| GR0897 NORTH VEGAS AZ MK                                  2714629.7 |
 DE8319|---------------------------------------------------------------------|
 DE8319
 DE8319                          SUPERSEDED SURVEY CONTROL
 DE8319
 DE8319  NAD 83(1994)-  36 11 18.66778(N)    115 06 57.99683(W) AD(       ) 1
 DE8319  NAD 83(1992)-  36 11 18.66804(N)    115 06 57.99771(W) AD(       ) 1
 DE8319  NAD 83(1992)-  36 11 18.66686(N)    115 06 57.99788(W) AD(       ) 1
 DE8319  NAD 83(1986)-  36 11 18.65930(N)    115 06 57.97990(W) AD(       ) 1
 DE8319
 DE8319.Superseded values are not recommended for survey control.
 DE8319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8319.See file dsdata.txt to determine how the superseded data were derived.
 DE8319
 DE8319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6939506503(NAD 83)
 DE8319_MARKER: DS = TRIANGULATION STATION DISK
 DE8319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8319_STAMPING: NORTH VEGAS 1969 1985
 DE8319_MARK LOGO: NGS   
 DE8319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8319+STABILITY: SURFACE MOTION
 DE8319
 DE8319  HISTORY     - Date     Condition        Report By
 DE8319  HISTORY     - 1985     MONUMENTED       NGS
 DE8319
 DE8319                          STATION DESCRIPTION
 DE8319
 DE8319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 DE8319'RECOVERED AS DESCRIBED.  THE STATION MARK HAS BEEN RESET BY THE CITY
 DE8319'OF LAS VEGAS USING THE REFERENCE MARKS.  THE STATION MARK, REFERENCE
 DE8319'MARK 5 AND AZIMUTH MARK 2 WERE RECOVERED IN GOOD CONDITION. REFERENCE
 DE8319'MARK 6 WAS NOT FOUND.  REFERENCE MARK 7 WAS ESTABLISHED AT THIS TIME.
 DE8319'THE DIFFERENCE IN DIRECTION BETWEEN THE AZIMUTH MARK AND REFERENCE
 DE8319'MARK 5 AGREED WITH THE 1969 OBSERVATIONS.  THE DISTANCE TO REFERENCE
 DE8319'MARK 5 AGREED WITH THE 1969 DATA.  THE STATION IS LOCATED NEAR THE
 DE8319'CENTER OF OWENS AVENUE AND EASTERN AVENUE.
 DE8319' 
 DE8319'REFERENCE MARK NO 5 IS A STANDARD CGS DISK STAMPED--NORTH VEGAS 1947
 DE8319'NO 5--, SET INTO THE TOP OF THE CURB IN THE SOUTHEAST ANGLE OF THE
 DE8319'INTERSECTION OF OWENS AVENUE AND EASTERN AVENUE.
 DE8319' 
 DE8319'REFERENCE MARK NO 7 IS A STANDARD NGS DISK STAMPED--NORTH VEGAS 1985
 DE8319'NO 7--, SET INTO THE TOP OF THE CONCRETE MEDIAN STRIP OF OWENS AVENUE
 DE8319'ON THE WEST SIDE OF EASTERN AVENUE TO THE SOUTH AND CIVIC CENTER DRIVE
 DE8319'TO THE NORTH.
 DE8319' 
 DE8319'AZIMUTH MARK NO 2 IS A STANDARD CGS DISK STAMPED--NORTH VEGAS 1969
 DE8319'AZIMUTH NO 2--, SET INTO THE TOP OF THE SOUTH CURB OF OWENS AVENUE
 DE8319'LOCATED E FROM THE CENTER OF 21 ST STREET, E FROM A LAMP POLE, WNW
 DE8319'FROM THE NORTHWEST CORNER OF 3 FT (0.9 M) BY 5 FT (1.5 M) STEEL COVER
 DE8319'IN THE SIDEWALK AND IN FRONT OF THE COLLEGE PARK BAPTIST CHURCH.  TO
 DE8319'REACH THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 DE8319'21ST STREET AND OWENS AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR1070 ***********************************************************************
 JR1070  DESIGNATION -  NORTHEAST CAIRN
 JR1070  PID         -  JR1070
 JR1070  STATE/COUNTY-  NV/LYON
 JR1070  USGS QUAD   -  DESERT CREEK PEAK (1988)
 JR1070
 JR1070                         *CURRENT SURVEY CONTROL
 JR1070  ___________________________________________________________________
 JR1070* NAD 83(1994)-  38 36 50.52602(N)    119 18 56.47693(W)     ADJUSTED  
 JR1070* NAVD 88     -                                                        
 JR1070  ___________________________________________________________________
 JR1070  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 JR1070  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 JR1070
 JR1070  HORZ ORDER  -  THIRD
 JR1070
 JR1070.The horizontal coordinates were established by classical geodetic methods
 JR1070.and adjusted by the National Geodetic Survey in June 1998..
 JR1070
 JR1070
 JR1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR1070
 JR1070.The geoid height was determined by GEOID03.
 JR1070
 JR1070;                    North         East     Units Scale Factor Converg.
 JR1070;SPC NV W     - 4,429,010.490   736,221.515   MT  0.99995008   -0 27 25.4
 JR1070;SPC NV W     -14,530,845.25  2,415,420.09   sFT  0.99995008   -0 27 25.4
 JR1070;SPC CA 3     -   735,283.445 2,103,149.359   MT  1.00004258   +0 43 30.3
 JR1070;SPC CA 3     - 2,412,342.44  6,900,082.52   sFT  1.00004258   +0 43 30.3
 JR1070;UTM  11      - 4,276,490.484   298,383.428   MT  1.00010060   -1 26 44.3
 JR1070
 JR1070                          SUPERSEDED SURVEY CONTROL
 JR1070
 JR1070  NAD 83(1992)-  38 36 50.52538(N)    119 18 56.47717(W) AD(       ) 4
 JR1070  NAD 83(1986)-  38 36 50.49284(N)    119 18 56.46610(W) AD(       ) 4
 JR1070  NAD 27      -  38 36 50.74300(N)    119 18 52.79900(W) AD(       ) 3
 JR1070
 JR1070.Superseded values are not recommended for survey control.
 JR1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR1070.See file dsdata.txt to determine how the superseded data were derived.
 JR1070
 JR1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC9838376490(NAD 83)
 JR1070
 JR1070  HISTORY     - Date     Condition        Report By
 JR1070  HISTORY     - 1894     MONUMENTED       CGS
 JR1070
 JR1070                          STATION DESCRIPTION
 JR1070
 JR1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (CHS)
 JR1070'THIS CAIRN IS ON A HIGH AND PROMINENT PEAK ABOUT 7-1/2 MILES
 JR1070'NE FROM THE MIDDLE SISTER OF THE SWEETWATER MOUNTAINS AND IS
 JR1070'SUPPOSEDLY A CAIRN BUILT BY THE U.S.G.S.  IT WAS OBSERVED UPON
 JR1070'FROM SEVERAL TRIANGULATION STATIONS BUT WAS NEVER VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1765 ***********************************************************************
 KR1765  DESIGNATION -  NORTHWEST CORNER
 KR1765  PID         -  KR1765
 KR1765  STATE/COUNTY-  NV/WASHOE
 KR1765  USGS QUAD   -  RENO (1982)
 KR1765
 KR1765                         *CURRENT SURVEY CONTROL
 KR1765  ___________________________________________________________________
 KR1765* NAD 83(1994)-  39 32 30.35416(N)    119 49 35.31028(W)     ADJUSTED  
 KR1765* NAVD 88     -      1420.7    (meters)    4661.     (feet)  VERTCON   
 KR1765  ___________________________________________________________________
 KR1765  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 KR1765  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 KR1765
 KR1765  HORZ ORDER  -  FIRST
 KR1765
 KR1765.The horizontal coordinates were established by classical geodetic methods
 KR1765.and adjusted by the National Geodetic Survey in June 1998..
 KR1765
 KR1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1765
 KR1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 KR1765
 KR1765.The geoid height was determined by GEOID03.
 KR1765
 KR1765;                    North         East     Units Scale Factor Converg.
 KR1765;SPC NV W     - 4,532,477.644   693,146.230   MT  1.00004053   -0 47 29.4
 KR1765;SPC NV W     -14,870,303.74  2,274,097.26   sFT  1.00004053   -0 47 29.4
 KR1765;SPC CA 2     -   710,383.648 2,186,812.552   MT  0.99994643   +1 22 13.2
 KR1765;SPC CA 2     - 2,330,650.35  7,174,567.51   sFT  0.99994643   +1 22 13.2
 KR1765;UTM  11      - 4,380,715.495   257,109.108   MT  1.00032642   -1 48 01.2
 KR1765
 KR1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KR1765!SPC NV W     -   0.99978093  x   1.00004053  =   0.99982145
 KR1765!SPC CA 2     -   0.99978093  x   0.99994643  =   0.99972737
 KR1765!UTM  11      -   0.99978093  x   1.00032642  =   1.00010728
 KR1765
 KR1765:                Primary Azimuth Mark                     Grid Az
 KR1765:SPC NV W     -  RED                                      024 06 26.5
 KR1765:SPC CA 2     -  RED                                      021 56 43.9
 KR1765:UTM  11      -  RED                                      025 06 58.3
 KR1765
 KR1765|---------------------------------------------------------------------|
 KR1765| PID    Reference Object                     Distance      Geod. Az  |
 KR1765|                                                           dddmmss.s |
 KR1765| KR1772 RED                                 APPROX. 5.1 KM 0231857.1 |
 KR1765| KR1355 NORTHWEST CORNER RM 1                 9.262 METERS 02822     |
 KR1765| KR1760 KOLO EAST RADIO TOWER               APPROX. 6.4 KM 0761425.4 |
 KR1765| KR1767 RENO RADIO RANGE 254 RP             APPROX. 4.9 KM 0802857.8 |
 KR1765| KR1747 KOH RADIO TOWER                     APPROX. 9.7 KM 0890118.6 |
 KR1765| KR1764 KATO RADIO TOWER                    APPROX. 2.9 KM 0983449.8 |
 KR1765| KR1356 NORTHWEST CORNER RM 2                22.212 METERS 17559     |
 KR1765| KR1768 KRNP POLICE RADIO TOWER             APPROX. 2.4 KM 1961838.1 |
 KR1765|---------------------------------------------------------------------|
 KR1765
 KR1765                          SUPERSEDED SURVEY CONTROL
 KR1765
 KR1765  NAD 83(1992)-  39 32 30.35678(N)    119 49 35.30462(W) AD(       ) 1
 KR1765  NAD 83(1986)-  39 32 30.35581(N)    119 49 35.29853(W) AD(       ) 1
 KR1765  NAD 27      -  39 32 30.67700(N)    119 49 31.60600(W) AD(       ) 1
 KR1765  NGVD 29 (07/19/86) 1419.6    (m)         4657.     (f) VERT ANG       
 KR1765
 KR1765.Superseded values are not recommended for survey control.
 KR1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1765.See file dsdata.txt to determine how the superseded data were derived.
 KR1765
 KR1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5710980715(NAD 83)
 KR1765_MARKER: Z = SEE DESCRIPTION
 KR1765_SETTING: 0 = UNSPECIFIED SETTING
 KR1765
 KR1765  HISTORY     - Date     Condition        Report By
 KR1765  HISTORY     - 1946     MONUMENTED       CGS
 KR1765
 KR1765                          STATION DESCRIPTION
 KR1765
 KR1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 KR1765'THE STATION IS LOCATED AT THE INTERSECTION OF WASHINGTON
 KR1765'STREET AND THE STRAND AT THE NORTHWEST CORNER OF THE CITY
 KR1765'LIMITS IN RENO.  IT IS APPROXIMATELY 75 FEET EAST OF A BOARD
 KR1765'FENCE WHICH INCLOSES THE CITY WATER RESERVOIR.
 KR1765'
 KR1765'THE STATION MARK IS A 1 INCH IRON PIPE IMBEDDED IN THE GROUND
 KR1765'AT THE INTERSECTION OF THE CENTERLINES OF WASHINGTON STREET AND
 KR1765'THE STRAND.  THE TOP OF THE PIPE IS 8 INCHES BELOW THE SURFACE
 KR1765'OF THE STREET.  IT IS 100 FEET NORTHWEST OF THE NORTHWEST
 KR1765'CORNER OF AN ELECTRIC SUB-STATION BUILDING, 45.55 FEET NORTHWEST
 KR1765'OF A FENCE CORNER WHICH IS NEAR THE SUB-STATION, 32.1 FEET
 KR1765'SOUTHWEST OF A FENCE CORNER WHICH IS ON THE NORTHEAST SIDE
 KR1765'OF THE STREET INTERSECTION, AND 74.25 FEET NORTH OF A 4 INCH
 KR1765'SQUARE WHITE WITNESS POST.  THERE ARE NO STAMPINGS ON THE
 KR1765'MARK.
 KR1765'
 KR1765'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN THE TOP OF A 9
 KR1765'INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 KR1765'THE GROUND.  IT IS 5 FEET SOUTHEAST OF A FENCE CORNER WHICH IS
 KR1765'ON THE NORTHEAST SIDE OF THE INTERSECTION AND IS STAMPED NORTHWEST
 KR1765'CORNER NO 1 1946
 KR1765'
 KR1765'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN THE TOP OF A
 KR1765'9 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES AND IS
 KR1765'APPROXIMATELY 1 FOOT HIGHER THAN THE STATION MARK.  IT IS
 KR1765'6 INCHES WEST OF A FENCE AND 1 FOOT NORTH OF A 4 INCH SQUARE
 KR1765'WHITE WITNESS POST.  IS STAMPED NORTHWEST CORNER NO 2 1946.
 KR1765'
 KR1765'STATION RED MAY BE USED FOR AN AZIMUTH MARK.
 KR1765'
 KR1765'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO.
 KR1765'40 AND SIERRA STREET IN RENO GO NORTH ON SIERRA STREET 0.75
 KR1765'MILE.  TURN LEFT ON IMPERIAL BOULEVARD AND GO 0.2 MILE.  BEAR
 KR1765'RIGHT ON THE STRAND AND GO 0.25 MILE TO ITS INTERSECTION WITH
 KR1765'WASHINGTON STREET AT THE EAST END OF THE WATER RESERVOIR AND THE
 KR1765'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0873 ***********************************************************************
 LR0873  DESIGNATION -  NORTHWEST CORNER
 LR0873  PID         -  LR0873
 LR0873  STATE/COUNTY-  NV/HUMBOLDT
 LR0873  USGS QUAD   -  WINNEMUCCA WEST (1982)
 LR0873
 LR0873                         *CURRENT SURVEY CONTROL
 LR0873  ___________________________________________________________________
 LR0873* NAD 83(1994)-  40 59 20.30469(N)    117 45 15.21329(W)     ADJUSTED  
 LR0873* NAVD 88     -      1425.2    (meters)    4676.     (feet)  VERTCON   
 LR0873  ___________________________________________________________________
 LR0873  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 LR0873  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 LR0873
 LR0873  HORZ ORDER  -  FIRST
 LR0873
 LR0873.The horizontal coordinates were established by classical geodetic methods
 LR0873.and adjusted by the National Geodetic Survey in June 1998..
 LR0873
 LR0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0873
 LR0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0873
 LR0873.The geoid height was determined by GEOID03.
 LR0873
 LR0873;                    North         East     Units Scale Factor Converg.
 LR0873;SPC NV W     - 4,692,752.267   869,762.098   MT  0.99995988   +0 32 37.8
 LR0873;SPC NV W     -15,396,138.06  2,853,544.48   sFT  0.99995988   +0 32 37.8
 LR0873;UTM  11      - 4,537,806.917   436,557.616   MT  0.99964954   -0 29 41.0
 LR0873
 LR0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0873!SPC NV W     -   0.99977972  x   0.99995988  =   0.99973961
 LR0873!UTM  11      -   0.99977972  x   0.99964954  =   0.99942934
 LR0873
 LR0873|---------------------------------------------------------------------|
 LR0873| PID    Reference Object                     Distance      Geod. Az  |
 LR0873|                                                           dddmmss.s |
 LR0873| KR1355 NORTHWEST CORNER RM 1                10.351 METERS 13145     |
 LR0873| LR0538 CHINA                               APPROX. 1.5 KM 1383523.6 |
 LR0873| KR1356 NORTHWEST CORNER RM 2                10.803 METERS 23726     |
 LR0873|---------------------------------------------------------------------|
 LR0873
 LR0873                          SUPERSEDED SURVEY CONTROL
 LR0873
 LR0873  NAD 83(1986)-  40 59 20.30981(N)    117 45 15.20736(W) AD(       ) 1
 LR0873  NAD 27      -  40 59 20.66100(N)    117 45 11.73900(W) AD(       ) 1
 LR0873  NGVD 29 (07/19/86) 1424.1    (m)         4672.     (f) VERT ANG       
 LR0873
 LR0873.Superseded values are not recommended for survey control.
 LR0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0873.See file dsdata.txt to determine how the superseded data were derived.
 LR0873
 LR0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF3655837807(NAD 83)
 LR0873_MARKER: DS = TRIANGULATION STATION DISK
 LR0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0873
 LR0873  HISTORY     - Date     Condition        Report By
 LR0873  HISTORY     - 1946     MONUMENTED       CGS
 LR0873
 LR0873                          STATION DESCRIPTION
 LR0873
 LR0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 LR0873'THE STATION IS LOCATED ON A SAGE-COVERED SLOPE ON THE SOUTHERN
 LR0873'SIDE AND LEADING TO WINNEMUCCA MOUNTAIN.  IT IS ABOUT 1-1/2
 LR0873'MILE NORTHWEST OF THE BUSINESS SECTION OF WINNEMUCCA, 1 MILE
 LR0873'SOUTH OF A LARGE WHITE W HIGH SCHOOL LETTER WHICH IS ON THE
 LR0873'SOUTHERN SLOPE OF THE MOUNTAIN, AND 3/4 MILE SOUTH OF THE
 LR0873'WINNEMUCCA WINING COMPANY.  THIS POINT CONSTITUTES THE
 LR0873'NORTHWEST CORNER OF THE CITY AND IS SECTION CORNER T 36 N R 37
 LR0873'AND 38 E AND IS THE CORNER OF SECTIONS 13, 18, 19, AND 24.
 LR0873'
 LR0873'THE ORIGINAL MARK WHICH WAS A 1 INCH IRON PIPE SET IN CONCRETE
 LR0873'AWS REPLACED (UNDER SUPERVISION OF THE COUNTY ENGINEER) BY
 LR0873'A STANDARD STATION DISC SET IN THE TOP OF A 10 INCH SQUARE
 LR0873'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS STAMPED NORTHWEST
 LR0873'CORNER 1946.
 LR0873'
 LR0873'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN THE TOP OF A 10
 LR0873'INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES AND IS
 LR0873'APPROXIMATELY 2 FEET LOWER THAN THE STATION MARK.  IT IS
 LR0873'STAMPED NORTHWEST CORNER NO 1 1946.
 LR0873'
 LR0873'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN THE TOP OF A 10
 LR0873'INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES AND IS
 LR0873'APPROXIMATELY 1-1/2 FOOT HIGHER THAN THE STATION MARK.  IT
 LR0873'IS STAMPED NORTHWEST CORNER NO 2 1946.
 LR0873'
 LR0873'STATION CHINA MAY BE USED FOR AN AZIMUTH MARK.
 LR0873'
 LR0873'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 95 AND
 LR0873'NO. 40 IN WINNEMUCCA GO NORTHWEST ON U.S. HIGHWAY NO. 95 FOR 0.75
 LR0873'MILE.  TURN LEFT AT SIGN WINNEMUCCA MTN. MINES COMPANY AND
 LR0873'FOLLOW A DIRT ROAD 0.85 MILE TO THE STATION ON THE LEFT.  A DRIVE
 LR0873'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1355 ***********************************************************************
 KR1355  DESIGNATION -  NORTHWEST CORNER RM 1
 KR1355  PID         -  KR1355
 KR1355  STATE/COUNTY-  NV/WASHOE
 KR1355  USGS QUAD   -  RENO (1982)
 KR1355
 KR1355                         *CURRENT SURVEY CONTROL
 KR1355  ___________________________________________________________________
 KR1355* NAD 83(1986)-  39 32 30.     (N)    119 49 35.     (W)     SCALED    
 KR1355* NAVD 88     -      1420.880  (meters)    4661.67   (feet)  ADJUSTED  
 KR1355  ___________________________________________________________________
 KR1355  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 KR1355  DYNAMIC HT  -        1419.584 (meters)    4657.42  (feet)  COMP
 KR1355  MODELED GRAV-     979,665.3   (mgal)                       NAVD 88
 KR1355
 KR1355  VERT ORDER  -  FIRST     CLASS II
 KR1355
 KR1355.The horizontal coordinates were scaled from a topographic map and have
 KR1355.an estimated accuracy of +/- 6 seconds.
 KR1355
 KR1355.The orthometric height was determined by differential leveling
 KR1355.and adjusted by the National Geodetic Survey in June 1991..
 KR1355
 KR1355.The geoid height was determined by GEOID03.
 KR1355
 KR1355.The dynamic height is computed by dividing the NAVD 88
 KR1355.geopotential number by the normal gravity value computed on the
 KR1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1355.degrees latitude (g = 980.6199 gals.).
 KR1355
 KR1355.The modeled gravity was interpolated from observed gravity values.
 KR1355
 KR1355;                    North         East    Units  Estimated Accuracy
 KR1355;SPC NV W     - 4,532,470.      693,150.      MT  (+/- 180 meters Scaled)
 KR1355
 KR1355                          SUPERSEDED SURVEY CONTROL
 KR1355
 KR1355  NGVD 29 (??/??/92) 1419.799  (m)         4658.12   (f) ADJ UNCH    1 2
 KR1355
 KR1355.Superseded values are not recommended for survey control.
 KR1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1355.See file dsdata.txt to determine how the superseded data were derived.
 KR1355
 KR1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD571807(NAD 83)
 KR1355_MARKER: DR = REFERENCE MARK DISK
 KR1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1355_STAMPING: NORTHWEST CORNER NO 1 1946
 KR1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1355+STABILITY: SURFACE MOTION
 KR1355
 KR1355  HISTORY     - Date     Condition        Report By
 KR1355  HISTORY     - 1946     MONUMENTED       CGS
 KR1355  HISTORY     - 1947     GOOD             NGS
 KR1355
 KR1355                          STATION DESCRIPTION
 KR1355
 KR1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KR1355'IN RENO.
 KR1355'AT RENO, AT THE NORTHEAST CORNER OF THE INTERSECTION OF WASHINGTON
 KR1355'STREET AND THE STRAND, 27.0 FEET NORTH OF THE CENTER LINE OF THE
 KR1355'STRAND, 18.0 FEET EAST OF THE CENTER LINE OF WASHINGTON STREET, 3.3
 KR1355'FEET SOUTHEAST OF A CORNER FENCE POST, 1.4 FEET EAST OF A TELEPHONE
 KR1355'POLE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 KR1355'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1356 ***********************************************************************
 KR1356  DESIGNATION -  NORTHWEST CORNER RM 2
 KR1356  PID         -  KR1356
 KR1356  STATE/COUNTY-  NV/WASHOE
 KR1356  USGS QUAD   -  RENO (1982)
 KR1356
 KR1356                         *CURRENT SURVEY CONTROL
 KR1356  ___________________________________________________________________
 KR1356* NAD 83(1986)-  39 32 30.     (N)    119 49 35.     (W)     SCALED    
 KR1356* NAVD 88     -      1420.971  (meters)    4661.97   (feet)  ADJUSTED  
 KR1356  ___________________________________________________________________
 KR1356  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 KR1356  DYNAMIC HT  -        1419.675 (meters)    4657.72  (feet)  COMP
 KR1356  MODELED GRAV-     979,665.3   (mgal)                       NAVD 88
 KR1356
 KR1356  VERT ORDER  -  FIRST     CLASS II
 KR1356
 KR1356.The horizontal coordinates were scaled from a topographic map and have
 KR1356.an estimated accuracy of +/- 6 seconds.
 KR1356
 KR1356.The orthometric height was determined by differential leveling
 KR1356.and adjusted by the National Geodetic Survey in June 1991..
 KR1356
 KR1356.The geoid height was determined by GEOID03.
 KR1356
 KR1356.The dynamic height is computed by dividing the NAVD 88
 KR1356.geopotential number by the normal gravity value computed on the
 KR1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR1356.degrees latitude (g = 980.6199 gals.).
 KR1356
 KR1356.The modeled gravity was interpolated from observed gravity values.
 KR1356
 KR1356;                    North         East    Units  Estimated Accuracy
 KR1356;SPC NV W     - 4,532,470.      693,150.      MT  (+/- 180 meters Scaled)
 KR1356
 KR1356                          SUPERSEDED SURVEY CONTROL
 KR1356
 KR1356  NGVD 29 (??/??/92) 1419.890  (m)         4658.42   (f) ADJ UNCH    1 2
 KR1356
 KR1356.Superseded values are not recommended for survey control.
 KR1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1356.See file dsdata.txt to determine how the superseded data were derived.
 KR1356
 KR1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD571807(NAD 83)
 KR1356_MARKER: DR = REFERENCE MARK DISK
 KR1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KR1356_STAMPING: NORTHWEST CORNER NO 2 1946
 KR1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1356+STABILITY: SURFACE MOTION
 KR1356
 KR1356  HISTORY     - Date     Condition        Report By
 KR1356  HISTORY     - 1946     MONUMENTED       CGS
 KR1356  HISTORY     - 1947     GOOD             NGS
 KR1356
 KR1356                          STATION DESCRIPTION
 KR1356
 KR1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KR1356'IN RENO.
 KR1356'AT RENO, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF WASHINGTON
 KR1356'STREET AND THE STRAND, ABOUT 100 FEET EAST OF A HIGH BOARD FENCE WHICH
 KR1356'INCLOSES THE HIGHLAND RESERVOIR, 61.0 FEET SOUTH OF THE CENTER LINE OF
 KR1356'THE STRAND, 27.5 FEET EAST OF THE CENTER LINE OF WASHINGTON STREET,
 KR1356'10.4 FEET SOUTH OF THE CENTER OF AN IRON GATE LEADING TO A POWER
 KR1356'SUB-STATION, 0.6 FOOT WEST OF A WIRE FENCE, SET IN THE TOP OF A
 KR1356'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  WITNESS POST SET
 KR1356'1.2 FEET SOUTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0565 ***********************************************************************
 LS0565  DESIGNATION -  NORTON
 LS0565  PID         -  LS0565
 LS0565  STATE/COUNTY-  NV/HUMBOLDT
 LS0565  USGS QUAD   -  JUNGO (1971)
 LS0565
 LS0565                         *CURRENT SURVEY CONTROL
 LS0565  ___________________________________________________________________
 LS0565* NAD 83(1994)-  40 59 23.98648(N)    118 29 17.80931(W)     ADJUSTED  
 LS0565* NAVD 88     -      1765.9    (meters)    5794.     (feet)  VERTCON   
 LS0565  ___________________________________________________________________
 LS0565  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 LS0565  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 LS0565
 LS0565  HORZ ORDER  -  SECOND
 LS0565
 LS0565.The horizontal coordinates were established by classical geodetic methods
 LS0565.and adjusted by the National Geodetic Survey in June 1998..
 LS0565
 LS0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0565
 LS0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0565
 LS0565.The geoid height was determined by GEOID03.
 LS0565
 LS0565;                    North         East     Units Scale Factor Converg.
 LS0565;SPC NV W     - 4,692,539.097   807,997.709   MT  0.99990079   +0 03 44.5
 LS0565;SPC NV W     -15,395,438.69  2,650,905.82   sFT  0.99990079   +0 03 44.5
 LS0565;UTM  11      - 4,538,713.151   374,812.426   MT  0.99979289   -0 58 34.8
 LS0565
 LS0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0565!SPC NV W     -   0.99972638  x   0.99990079  =   0.99962719
 LS0565!UTM  11      -   0.99972638  x   0.99979289  =   0.99951932
 LS0565
 LS0565|---------------------------------------------------------------------|
 LS0565| PID    Reference Object                     Distance      Geod. Az  |
 LS0565|                                                           dddmmss.s |
 LS0565| DB7418 NORTON RM 1                           8.470 METERS 15058     |
 LS0565| DB7417 NORTON AZ MK                                       2084352.8 |
 LS0565| DB7419 NORTON RM 2                           7.305 METERS 22749     |
 LS0565|---------------------------------------------------------------------|
 LS0565
 LS0565                          SUPERSEDED SURVEY CONTROL
 LS0565
 LS0565  NAD 83(1986)-  40 59 23.99555(N)    118 29 17.80493(W) AD(       ) 2
 LS0565  NAD 27      -  40 59 24.34870(N)    118 29 14.24110(W) AD(       ) 2
 LS0565  NGVD 29 (03/31/99) 1764.8    (m)         5790.     (f) VERT ANG       
 LS0565
 LS0565.Superseded values are not recommended for survey control.
 LS0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0565.See file dsdata.txt to determine how the superseded data were derived.
 LS0565
 LS0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF7481238713(NAD 83)
 LS0565_MARKER: DS = TRIANGULATION STATION DISK
 LS0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LS0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0565+STABILITY: SURFACE MOTION
 LS0565
 LS0565  HISTORY     - Date     Condition        Report By
 LS0565  HISTORY     - 1958     MONUMENTED       CGS
 LS0565  HISTORY     - 1965     GOOD             USGS
 LS0565
 LS0565                          STATION DESCRIPTION
 LS0565
 LS0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LS0565'THE STATION IS LOCATED ABOUT 7-1/2 MILES AIRLINE, NORTHWEST
 LS0565'OF JUNGO, 2 MILES AIRLINE, EAST OF THE NORTON RANCH, AND
 LS0565'15-1/2 MILES AIRLINE, NORTHEAST OF SULPHUR, ON A HIGH SAGE
 LS0565'COVERED KNOLL.
 LS0565'
 LS0565'TO REACH THE STATION FROM THE WESTERN PACIFIC RAILROAD DEPOT
 LS0565'IN JUNGO, GO WEST ON NEVADA STATE HIGHWAY 49 FOR 1.1 MILES
 LS0565'TO A RAILROAD CROSSING.  CONTINUE WESTERLY FOR 3.75 MILES TO
 LS0565'A FORKS.  KEEP THE RIGHT FORK FOR 0.3 MILE TO A RAILROAD
 LS0565'CROSSING.  CONTINUE NORTHEAST ON THE MAIN ROAD FOR 7.15 MILES
 LS0565'TO A REVERSE FORK ON THE RIGHT, (ABOUT 1/4 MILE BEFORE REACHING
 LS0565'THE NORTON RANCH).  TURN SHARP RIGHT AND CONTINUE EASTERLY
 LS0565'FOR 0.7 MILE TO A POINT WHERE THE ROAD IS WASHED OUT.  TURN
 LS0565'LEFT ON A DIM TRACK ROAD FOR 0.35 MILE, CROSS THE WASH AND
 LS0565'CONTINUE BACK TO THE RIGHT FOR 0.3 MILE TO THE POINT WHERE
 LS0565'THE DIM TRACK ROAD AND THE MAIN ROAD INTERSECT.  TURN LEFT
 LS0565'ON THE MAIN ROAD AND GO EASTERLY FOR 0.75 MILE.  AT THIS
 LS0565'POINT TURN LEFT AND CONTINUE CROSS COUNTRY FOR 0.3 MILE TO
 LS0565'THE BASE OF THE RIDGE.  (THIS IS THE END OF TRUCK
 LS0565'TRAVEL FOR A CONVENTIONAL DRIVE TRUCK).  CONTINUE UP THE
 LS0565'RIDGE, WITH A FOUR WHEEL DRIVE VEHICLE, FOR 0.1 MILE TO
 LS0565'THE AZIMUTH MARK ON THE LEFT AT A LARGE ROCK OUTCROPPING.
 LS0565'CONTINUE UP THE RIDGE FOR 0.65 MILE TO THE CREST AND
 LS0565'THE STATION.
 LS0565'
 LS0565'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED NORTON 1958,
 LS0565'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 LS0565'PROJECTS 4 INCHES ABOVE GROUND LEVEL.
 LS0565'
 LS0565'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 LS0565'NORTON NO 1 1958, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 LS0565'MONUMENT.  MARK IS FLUSH WITH GROUND LEVEL AND 4 FEET LOWER
 LS0565'THAN THE STATION.
 LS0565'
 LS0565'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 LS0565'NORTON NO 2 1958, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 LS0565'MONUMENT.  MARK IS FLUSH WITH GROUND LEVEL AND 3 FEET LOWER
 LS0565'THAN THE STATION.
 LS0565'
 LS0565'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED NORTON
 LS0565'1958, SET IN CEMENT IN A DRILL HOLE IN AN OUTCROPPING LEDGE
 LS0565'ABOUT 20 FEET LONG AND 3 FEET WIDE AND PROJECTS 2 FEET ABOVE
 LS0565'GROUND LEVEL.  MARK IS AT THE NORTH END OF THE OUTCROPPING.
 LS0565
 LS0565                          STATION RECOVERY (1965)
 LS0565
 LS0565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LS0565'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40118-1 STATION 1025.
 LS0565'STATION MARK--STANDARD DISC STAMPED---NORTON 1958---SET IN THE TOP OF
 LS0565'A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE
 LS0565'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0372 ***********************************************************************
 HP0372  DESIGNATION -  NOSE
 HP0372  PID         -  HP0372
 HP0372  STATE/COUNTY-  NV/LINCOLN
 HP0372  USGS QUAD   -  LOWER PAHRANAGAT LAKE (1969)
 HP0372
 HP0372                         *CURRENT SURVEY CONTROL
 HP0372  ___________________________________________________________________
 HP0372* NAD 83(1994)-  37 09 41.34555(N)    115 00 14.17980(W)     ADJUSTED  
 HP0372* NAVD 88     -       977.5    (meters)    3207.     (feet)  VERTCON   
 HP0372  ___________________________________________________________________
 HP0372  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 HP0372  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 HP0372
 HP0372  HORZ ORDER  -  SECOND
 HP0372
 HP0372.The horizontal coordinates were established by classical geodetic methods
 HP0372.and adjusted by the National Geodetic Survey in June 1998..
 HP0372
 HP0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 HP0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HP0372
 HP0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 HP0372
 HP0372.The geoid height was determined by GEOID03.
 HP0372
 HP0372;                    North         East     Units Scale Factor Converg.
 HP0372;SPC NV E     - 8,267,704.514   251,458.697   MT  0.99993261   +0 20 60.0
 HP0372;SPC NV E     -27,124,960.56    824,994.08   sFT  0.99993261   +0 20 60.0
 HP0372;UTM  11      - 4,114,651.981   677,235.160   MT  0.99998697   +1 12 21.8
 HP0372
 HP0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HP0372!SPC NV E     -   0.99985067  x   0.99993261  =   0.99978329
 HP0372!UTM  11      -   0.99985067  x   0.99998697  =   0.99983764
 HP0372
 HP0372|---------------------------------------------------------------------|
 HP0372| PID    Reference Object                     Distance      Geod. Az  |
 HP0372|                                                           dddmmss.s |
 HP0372| DD5550 NOSE RM 2                             9.036 METERS 05330     |
 HP0372| DD5549 NOSE RM 1                             8.364 METERS 16901     |
 HP0372| HP0371 HOYT                                APPROX. 6.1 KM 3353459.3 |
 HP0372|---------------------------------------------------------------------|
 HP0372
 HP0372                          SUPERSEDED SURVEY CONTROL
 HP0372
 HP0372  NAD 83(1994)-  37 09 41.34376(N)    115 00 14.17770(W) AD(       ) 2
 HP0372  NAD 83(1992)-  37 09 41.33924(N)    115 00 14.17683(W) AD(       ) 2
 HP0372  NAD 83(1986)-  37 09 41.33833(N)    115 00 14.17662(W) AD(       ) 2
 HP0372  NAD 27      -  37 09 41.46905(N)    115 00 11.15087(W) AD(       ) 2
 HP0372  NGVD 29 (07/19/86)  976.7    (m)         3204.     (f) VERT ANG       
 HP0372
 HP0372.Superseded values are not recommended for survey control.
 HP0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0372.See file dsdata.txt to determine how the superseded data were derived.
 HP0372
 HP0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPB7723514652(NAD 83)
 HP0372_MARKER: DD = SURVEY DISK
 HP0372_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HP0372+WITH SETTING: INFORMATION.
 HP0372_SP_SET: PREFABRICATED CONCRETE POST
 HP0372
 HP0372  HISTORY     - Date     Condition        Report By
 HP0372  HISTORY     - 1969     MONUMENTED       USGS
 HP0372
 HP0372                          STATION DESCRIPTION
 HP0372
 HP0372'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 HP0372'LOCATED ABOUT 16 MI. SSE. OF ALAMO.  ABOUT 1 MI. E. OF
 HP0372'U.S. HIGHWAY 93.  ON THE W. END OF A LOW RIDGE.
 HP0372'
 HP0372'TO REACH FROM THE STANDARD SERVICE STATION IN ALAMO DRIVE
 HP0372'S. ON U.S. 93 FOR 16.9 MI. TO A DIRT RD. LEFT.  TURN LEFT, DRIVE
 HP0372'E. 0.3 MI. TO NEW HIGHWAY ALIGNMENT.  TURN RIGHT S. FOR 0.4
 HP0372'MI.  TURN LEFT AND DRIVE E. CROSS-COUNTRY FOR 0.3 MI.  THENCE
 HP0372'TURN S. AND DRIVE TO TOP OF RIDGE.  TURN RIGHT AND DRIVE W. 0.1
 HP0372'MI. TO STATION.  (4-WHEEL DRIVE IS RECOMMENDED)
 HP0372'
 HP0372'STATION MARK--STANDARD USGS TABLET STAMPED NOSE 1969 ON
 HP0372'COPPERWELD ROD.
 HP0372'
 HP0372'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 HP0372'STAMPED NO 1 1969 ON COPPERWELD ROD.
 HP0372'
 HP0372'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 HP0372'STAMPED NO 2 1969 ON COPPERWELD ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0829 ***********************************************************************
 LR0829  DESIGNATION -  NOTCH
 LR0829  PID         -  LR0829
 LR0829  STATE/COUNTY-  NV/LANDER
 LR0829  USGS QUAD   -  REDROCK SPRING (1990)
 LR0829
 LR0829                         *CURRENT SURVEY CONTROL
 LR0829  ___________________________________________________________________
 LR0829* NAD 83(1994)-  40 15 07.30184(N)    117 01 12.99526(W)     ADJUSTED  
 LR0829* NAVD 88     -      2050.3    (meters)    6727.     (feet)  VERTCON   
 LR0829  ___________________________________________________________________
 LR0829  LAPLACE CORR-           8.65  (seconds)                    DEFLEC99
 LR0829  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 LR0829
 LR0829  HORZ ORDER  -  SECOND
 LR0829
 LR0829.The horizontal coordinates were established by classical geodetic methods
 LR0829.and adjusted by the National Geodetic Survey in June 1998..
 LR0829
 LR0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0829
 LR0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0829
 LR0829.The geoid height was determined by GEOID03.
 LR0829
 LR0829;                    North         East     Units Scale Factor Converg.
 LR0829;SPC NV C     - 6,610,654.095   469,918.179   MT  0.99991114   -0 13 42.6
 LR0829;SPC NV C     -21,688,454.31  1,541,723.23   sFT  0.99991114   -0 13 42.6
 LR0829;UTM  11      - 4,455,730.701   498,275.587   MT  0.99960004   -0 00 47.2
 LR0829
 LR0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0829!SPC NV C     -   0.99968176  x   0.99991114  =   0.99959293
 LR0829!UTM  11      -   0.99968176  x   0.99960004  =   0.99928193
 LR0829
 LR0829|---------------------------------------------------------------------|
 LR0829| PID    Reference Object                     Distance      Geod. Az  |
 LR0829|                                                           dddmmss.s |
 LR0829| DB7422 NOTCH RM 2                                         05649     |
 LR0829| DB7421 NOTCH RM 1                            3.889 METERS 33711     |
 LR0829| DB7420 NOTCH AZ MK                                        3421647.1 |
 LR0829|---------------------------------------------------------------------|
 LR0829
 LR0829                          SUPERSEDED SURVEY CONTROL
 LR0829
 LR0829  NAD 83(1986)-  40 15 07.30547(N)    117 01 12.98825(W) AD(       ) 2
 LR0829  NAD 27      -  40 15 07.59840(N)    117 01 09.63060(W) AD(       ) 2
 LR0829  NGVD 29 (07/19/86) 2049.1    (m)         6723.     (f) VERT ANG       
 LR0829
 LR0829.Superseded values are not recommended for survey control.
 LR0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0829.See file dsdata.txt to determine how the superseded data were derived.
 LR0829
 LR0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME9827655731(NAD 83)
 LR0829_MARKER: DS = TRIANGULATION STATION DISK
 LR0829_SETTING: 66 = SET IN ROCK OUTCROP
 LR0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0829
 LR0829  HISTORY     - Date     Condition        Report By
 LR0829  HISTORY     - 1958     MONUMENTED       CGS
 LR0829  HISTORY     - 1958     GOOD             CGS
 LR0829
 LR0829                          STATION DESCRIPTION
 LR0829
 LR0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LR0829'THE STATION IS LOCATED, AIRLINE, ABOUT 27 MILES SOUTH OF BATTLE
 LR0829'MOUNTAIN, 4-1/2 MILES EAST OF STATE HIGHWAY 8A AND 3 MILES NORTH
 LR0829'OF SMITH FLATS.  IT IS ON A SHARP, ROCKY OUTCROP AT THE SOUTH
 LR0829'END OF A SMOOTH RIDGE RISING FROM HARRY CREEK (NOW CALLED RED
 LR0829'ROCK), NEAR THE NORTHERN END OF THE SHOSHONE RANGE OF MOUNTAINS.
 LR0829'
 LR0829'TO REACH THE STATION FROM THE POST OFFICE IN BATTLE MOUNTAIN GO
 LR0829'NORTHWEST ON U.S. HIGHWAY 40 FOR 0.05 MILE TO JUNCTION WITH STATE
 LR0829'HIGHWAY 8A.  TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY 8A FOR
 LR0829'12.0 MILES TO A PAVED SIDEROAD RIGHT.  CONTINUE STRAIGHT AHEAD,
 LR0829'ON STATE HIGHWAY 8A, SOUTHERLY, FOR 13.15 MILES TO A ROAD LEADING
 LR0829'LEFT AS PER SIGNS TO THE BARIUM PRODUCTS MINE AND MOUND SPRINGS
 LR0829'ROAD.  CONTINUE STRAIGHT AHEAD, ON STATE HIGHWAY 8A, FOR 0.85
 LR0829'MILE TO A GRADED SIDEROAD LEFT.  TURN LEFT AND FOLLOW GRADED
 LR0829'ROAD SOUTH-SOUTHEAST UP RIDGE, THEN EASTERLY DOWN INTO AND
 LR0829'UP CANYON FOR 6.45 MILES TO AN OLD MINE TRESTLE ON TOP OF A
 LR0829'SMALL ROCKY RED HILL ON THE LEFT.  CONTINUE SOUTHEASTERLY ON
 LR0829'ROAD UP CANYON FOR 0.4 MILE TO THE END OF TRAVEL FOR A
 LR0829'2-WHEEL DRIVE VEHICLE.  WITH A 4-WHEEL DRIVE TRUCK, TURN
 LR0829'RIGHT, ACROSS A SMALL WASH, AND GO WESTERLY UP A RIDGE TO ITS
 LR0829'CREST, THEN TURN LEFT AND GO ALONG ITS CREST FOR A TOTAL OF
 LR0829'0.5 MILE TO THE AZIMUTH MARK IN A ROCK OUTCROP ON THE
 LR0829'SOUTHWESTERN END OF A HIGH POINT ON THE RIDGE.  CONTINUE PAST
 LR0829'THE AZIMUTH MARK, ACROSS A SMALL SADDLE, AND WORK YOUR WAY
 LR0829'SOUTHWESTERLY UP A STEEP, EXTREMELY ROCKY RIDGE TO ITS CREST
 LR0829'AND ALONG THE CREST FOR ABOUT 0.9 MILE TO THE END OF TRUCK
 LR0829'TRAVEL IN A SADDLE JUST BEFORE REACHING A ROCKY OUTCROPPING
 LR0829'IMPOSSIBLE TO PASS BY OR OVER WITH A TRUCK.  FROM THIS POINT
 LR0829'PACK SOUTHEAST ABOUT 250 YARDS TO THE HIGHEST POINT AND THE
 LR0829'STATION.
 LR0829'
 LR0829'THE STATION MARK IS A STANDARD DISK STAMPED NOTCH 1958 CEMENTED
 LR0829'IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND PROJECTS 2 INCHES.
 LR0829'IT IS 13 FEET SOUTHEAST OF A SMALL POLE SIGNAL.
 LR0829'
 LR0829'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED NOTCH NO
 LR0829'1 1958 CEMENTED IN A DRILL HOLE IN A LARGE OUTCROPPING BOULDER,
 LR0829'AND PROJECTS 18 INCHES.  IT IS ABOUT 6 INCHES HIGHER IN ELEVATION
 LR0829'THAN THE STATION.
 LR0829'
 LR0829'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED NOTCH NO 2
 LR0829'1958 CEMENTED IN A DRILL HOLE IN A LARGE OUTCROPPING BOULDER,
 LR0829'AND PROJECTS 12 INCHES.  IT IS ABOUT 2-1/2 FEET LOWER IN
 LR0829'ELEVATION THAN THE STATION.
 LR0829'
 LR0829'AZIMUTH MARK IS A STANDARD DISK STAMPED NOTCH 1958 CEMENTED IN
 LR0829'A DRILL HOLE IN A LARGE LEDGE OF OUTCROPPING BEDROCK, AND
 LR0829'PROJECTS 6 INCHES.  IT IS 2 FEET SOUTHEAST OF A SMALL CAIRN
 LR0829'SURROUNDING A 4-FOOT LENGTH OF 1 X 4-INCH LUMBER AND IS LOCATED
 LR0829'NEAR THE SOUTHWESTERN END OF A HIGH POINT ON THE RIDGE.
 LR0829
 LR0829                          STATION RECOVERY (1958)
 LR0829
 LR0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LR0829'STATION MARK--A STANDARD DISK STAMPED---NOTCH 1958---CEMENTED IN A
 LR0829'DRILL HOLE IN OUTCROPPING BEDROCK, AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0922 ***********************************************************************
 LR0922  DESIGNATION -  NOX
 LR0922  PID         -  LR0922
 LR0922  STATE/COUNTY-  NV/LANDER
 LR0922  USGS QUAD   -  STONY POINT (1985)
 LR0922
 LR0922                         *CURRENT SURVEY CONTROL
 LR0922  ___________________________________________________________________
 LR0922* NAD 83(1994)-  40 40 32.05708(N)    116 49 55.72254(W)     ADJUSTED  
 LR0922* NAVD 88     -      1448.6    (meters)    4753.     (feet)  VERTCON   
 LR0922  ___________________________________________________________________
 LR0922  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 LR0922  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 LR0922
 LR0922  HORZ ORDER  -  SECOND
 LR0922
 LR0922.The horizontal coordinates were established by classical geodetic methods
 LR0922.and adjusted by the National Geodetic Survey in June 1998..
 LR0922
 LR0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0922
 LR0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0922
 LR0922.The geoid height was determined by GEOID03.
 LR0922
 LR0922;                    North         East     Units Scale Factor Converg.
 LR0922;SPC NV C     - 6,657,634.314   486,010.790   MT  0.99990241   -0 06 28.3
 LR0922;SPC NV C     -21,842,588.58  1,594,520.40   sFT  0.99990241   -0 06 28.3
 LR0922;SPC NV W     - 4,659,095.990   948,045.321   MT  1.00016970   +1 08 29.7
 LR0922;SPC NV W     -15,285,717.43  3,110,378.69   sFT  1.00016970   +1 08 29.7
 LR0922;UTM  11      - 4,502,756.971   514,185.846   MT  0.99960248   +0 06 33.9
 LR0922
 LR0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0922!SPC NV C     -   0.99977598  x   0.99990241  =   0.99967841
 LR0922!SPC NV W     -   0.99977598  x   1.00016970  =   0.99994564
 LR0922!UTM  11      -   0.99977598  x   0.99960248  =   0.99937855
 LR0922
 LR0922|---------------------------------------------------------------------|
 LR0922| PID    Reference Object                     Distance      Geod. Az  |
 LR0922|                                                           dddmmss.s |
 LR0922| DD5551 NOX RM 1                                           10532     |
 LR0922| LR0923 AIRPORT BN LANDER AP BATTLE MT      APPROX. 8.2 KM 2053200.5 |
 LR0922| DD5552 NOX RM 2                                           20612     |
 LR0922|---------------------------------------------------------------------|
 LR0922
 LR0922                          SUPERSEDED SURVEY CONTROL
 LR0922
 LR0922  NAD 83(1986)-  40 40 32.06038(N)    116 49 55.70976(W) AD(       ) 2
 LR0922  NAD 27      -  40 40 32.38160(N)    116 49 52.35640(W) AD(       ) 2
 LR0922  NGVD 29 (07/19/86) 1447.5    (m)         4749.     (f) VERT ANG       
 LR0922
 LR0922.Superseded values are not recommended for survey control.
 LR0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0922.See file dsdata.txt to determine how the superseded data were derived.
 LR0922
 LR0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF1418602757(NAD 83)
 LR0922_MARKER: DS = TRIANGULATION STATION DISK
 LR0922_SETTING: 80 = SET IN A BOULDER
 LR0922_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LR0922
 LR0922  HISTORY     - Date     Condition        Report By
 LR0922  HISTORY     - 1958     MONUMENTED       CGS
 LR0922
 LR0922                          STATION DESCRIPTION
 LR0922
 LR0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 LR0922'THE STATION IS ABOUT 6 MILES NORTHEAST OF BATTLE MOUNTAIN,
 LR0922'4 MILES SOUTHEAST OF NORTH BATTLE MOUNTAIN AND 1-1/2 MILES
 LR0922'EAST-SOUTHEAST OF CORRALS AND SHEEP SHEDS, ON THE SOUTH END
 LR0922'OF A PROMINENT DARK ROCK-CRESTED RIDGE WHICH HAS AN OLD ROCK
 LR0922'WALL EXTENDING NORTH ALONG THE CREST OF THE RIDGE TOWARDS
 LR0922'THE HIGHER ELEVATIONS.  IT IS ABOUT 0.2 MILE NORTH OF A POINT
 LR0922'WHERE OLD ROAD CROSSES OVER THE RIDGE AND ON THE NORTH SIDE
 LR0922'OF THE HUMBOLDT RIVER AND RAILROAD TRACKS.
 LR0922'
 LR0922'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 LR0922'8-A IN BATTLE MOUNTAIN, GO EAST ON U.S. HIGHWAY 40 FOR 1 BLOCK.
 LR0922'TURN LEFT ACROSS RAILROAD TRACKS (ON EAST SIDE OF DEPOT)
 LR0922'AND GO NORTHERLY ON GRAVELED ROAD FOR 3.8 MILES TO A T-ROAD
 LR0922'JUNCTION.  TURN RIGHT, EAST, ON GRAVELED ROAD FOR 2.1 MILES TO
 LR0922'GATES AND RAILROAD CROSSING.  CROSS THE TRACKS AND FOLLOW ROAD
 LR0922'EASTERLY (AROUND NORTH SIDE OF CORRALS AND SHEEP SHEDS) FOR 1.9
 LR0922'MILES TO SUMMIT OF ROAD PASS OVER END OF RIDGE AND END OF
 LR0922'TRUCK TRAVEL.  PACK NORTHERLY UP TO SOUTH POINT OF RIDGE
 LR0922'AND STATION SITE.  ABOUT A 5-MINUTE PACK.
 LR0922'
 LR0922'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 LR0922'IN DRILL HOLES IN BOULDERS.
 LR0922'
 LR0922'THE STATION MARK, STAMPED NOX 1958, IS IN A BOULDER PROJECTING
 LR0922'ABOUT 12 INCHES.  IT IS 20 FEET EAST OF THE ROCK WALL AND 18
 LR0922'FEET SOUTH OF A METAL WITNESS POST.
 LR0922'
 LR0922'REFERENCE MARK 1, STAMPED NOX NO 1 1958, IS IN A BOULDER FLUSH
 LR0922'ON THE WEST SIDE AND PROJECTING ABOUT 2 FEET ON THE EAST SIDE.
 LR0922'
 LR0922'REFERENCE MARK 2, STAMPED NOX NO 2 1958, IS IN A LARGE BOULDER
 LR0922'ON THE SOUTH POINT OF THE HILL AND AT THE EAST SIDE OF THE ROCK
 LR0922'WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0382 ***********************************************************************
 GS0382  DESIGNATION -  NRDS A
 GS0382  PID         -  GS0382
 GS0382  STATE/COUNTY-  NV/NYE
 GS0382  USGS QUAD   -  JACKASS FLATS (1983)
 GS0382
 GS0382                         *CURRENT SURVEY CONTROL
 GS0382  ___________________________________________________________________
 GS0382* NAD 83(1994)-  36 50 58.33076(N)    116 15 35.89725(W)     ADJUSTED  
 GS0382* NAVD 88     -      1228.582  (meters)    4030.77   (feet)  ADJUSTED  
 GS0382  ___________________________________________________________________
 GS0382  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 GS0382  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GS0382  DYNAMIC HT  -        1227.242 (meters)    4026.38  (feet)  COMP
 GS0382  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 GS0382
 GS0382  HORZ ORDER  -  FIRST
 GS0382  VERT ORDER  -  FIRST     CLASS I
 GS0382
 GS0382.The horizontal coordinates were established by classical geodetic methods
 GS0382.and adjusted by the National Geodetic Survey in June 1998..
 GS0382
 GS0382.The orthometric height was determined by differential leveling
 GS0382.and adjusted by the National Geodetic Survey in June 1991..
 GS0382
 GS0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0382
 GS0382.The geoid height was determined by GEOID03.
 GS0382
 GS0382.The dynamic height is computed by dividing the NAVD 88
 GS0382.geopotential number by the normal gravity value computed on the
 GS0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0382.degrees latitude (g = 980.6199 gals.).
 GS0382
 GS0382.The modeled gravity was interpolated from observed gravity values.
 GS0382
 GS0382;                    North         East     Units Scale Factor Converg.
 GS0382;SPC NV C     - 6,233,008.653   536,268.285   MT  0.99991620   +0 14 38.1
 GS0382;SPC NV C     -20,449,462.56  1,759,406.87   sFT  0.99991620   +0 14 38.1
 GS0382;UTM  11      - 4,078,436.683   565,974.864   MT  0.99965362   +0 26 37.8
 GS0382
 GS0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0382!SPC NV C     -   0.99981148  x   0.99991620  =   0.99972769
 GS0382!UTM  11      -   0.99981148  x   0.99965362  =   0.99946516
 GS0382
 GS0382|---------------------------------------------------------------------|
 GS0382| PID    Reference Object                     Distance      Geod. Az  |
 GS0382|                                                           dddmmss.s |
 GS0382| GS0391 NRDS F                              327.768 METERS 11929     |
 GS0382| GS0383 NRDS B                              APPROX. 0.5 KM 1692729.6 |
 GS0382| GS0840 NRDS TEST CELL A WATER TANK         APPROX. 2.2 KM 1774324.3 |
 GS0382| GS0841 NRDS TEST CELL C WATER TANK         APPROX. 2.6 KM 2155103.1 |
 GS0382|---------------------------------------------------------------------|
 GS0382
 GS0382                          SUPERSEDED SURVEY CONTROL
 GS0382
 GS0382  NAD 83(1992)-  36 50 58.33002(N)    116 15 35.89980(W) AD(       ) 1
 GS0382  NAD 83(1986)-  36 50 58.32538(N)    116 15 35.90167(W) AD(       ) 1
 GS0382  NAD 27      -  36 50 58.49988(N)    116 15 32.73923(W) AD(       ) 1
 GS0382  NGVD 29 (??/??/92) 1227.660  (m)         4027.75   (f) ADJ UNCH    1 1
 GS0382
 GS0382.Superseded values are not recommended for survey control.
 GS0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0382.See file dsdata.txt to determine how the superseded data were derived.
 GS0382
 GS0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA6597578437(NAD 83)
 GS0382_MARKER: DS = TRIANGULATION STATION DISK
 GS0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0382+STABILITY: SURFACE MOTION
 GS0382
 GS0382  HISTORY     - Date     Condition        Report By
 GS0382  HISTORY     - 1968     MONUMENTED       CGS
 GS0382  HISTORY     - 1969     GOOD             CGS
 GS0382
 GS0382                          STATION DESCRIPTION
 GS0382
 GS0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CND)
 GS0382'THE STATION IS LOCATED ABOUT 23 MILES NORTHWEST OF MERCURY, 16
 GS0382'MILES NORTH-NORTHEAST OF LATHROP WELLS, 8 MILES EAST OF
 GS0382'FORTYMILE WASH AND ON THE NEVADA TEST SITE.
 GS0382'
 GS0382'TO REACH THE STATION FROM THE SECURITY BUILDING AT MERCURY, GO
 GS0382'SOUTH FOR 0.05 MILE TO A SIDE ROAD RIGHT AND SIGN NRDS.  TURN
 GS0382'RIGHT, AS PER SIGN, AND GO NORTHWEST FOR 4.3 MILES TO A
 GS0382'Y-FORK.  BEAR RIGHT AND GO NORTHWEST AND NORTH FOR 16.8 MILES
 GS0382'TO A GUARD GATE.  CONTINUE NORTH FOR 2.6 MILES TO A Y-FORK AND
 GS0382'SIGN TEST CELL A AND TEST CELL C.  TAKE THE RIGHT FORK AND GO
 GS0382'NORTH FOR 0.1 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 GS0382'NORTH AND NORTHEAST ON A BLADED ROAD FOR 0.5 MILE TO A
 GS0382'RAILROAD CROSSING.  CONTINUE NORTH, NORTHWEST AND NORTH FOR
 GS0382'1.45 MILES TO A CROSSROAD AND SIGN LASL H-8.  TURN RIGHT AND
 GS0382'GO EAST-SOUTHEAST FOR 0.55 MILE.  TURN LEFT AND GO
 GS0382'NORTH-NORTHEAST, ACROSS COUNTRY, FOR 0.1 MILE TO THE STATION.
 GS0382'
 GS0382'THE STATION MARK, STAMPED N.R.D.S.-A 1968, IS A STANDARD DISK
 GS0382'SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 14
 GS0382'INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 375 FEET
 GS0382'WEST-SOUTHWEST OF THE FORK OF TWO TRACK ROADS AND 175 FEET
 GS0382'NORTH-NORTHEAST OF A JOSHUA TREE WITH 3 LIMBS.
 GS0382'
 GS0382'REFERENCE MARKS WERE NOT ESTABLISHED AT THIS STATION.
 GS0382
 GS0382                          STATION RECOVERY (1969)
 GS0382
 GS0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 GS0382'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 GS0382'DESCRIBED IN THE 1968 DESCRIPTION.
 GS0382'
 GS0382'NO NOTICEABLE MOVEMENT IN THE AREA OF THIS STATION.
 GS0382'
 GS0382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GS0382'16 MILES NNE OF LATHROP WELLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0383 ***********************************************************************
 GS0383  DESIGNATION -  NRDS B
 GS0383  PID         -  GS0383
 GS0383  STATE/COUNTY-  NV/NYE
 GS0383  USGS QUAD   -  JACKASS FLATS (1983)
 GS0383
 GS0383                         *CURRENT SURVEY CONTROL
 GS0383  ___________________________________________________________________
 GS0383* NAD 83(1994)-  36 50 41.32424(N)    116 15 31.95955(W)     ADJUSTED  
 GS0383* NAVD 88     -      1213.964  (meters)    3982.81   (feet)  ADJUSTED  
 GS0383  ___________________________________________________________________
 GS0383  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 GS0383  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 GS0383  DYNAMIC HT  -        1212.642 (meters)    3978.48  (feet)  COMP
 GS0383  MODELED GRAV-     979,500.9   (mgal)                       NAVD 88
 GS0383
 GS0383  HORZ ORDER  -  FIRST
 GS0383  VERT ORDER  -  FIRST     CLASS I
 GS0383
 GS0383.The horizontal coordinates were established by classical geodetic methods
 GS0383.and adjusted by the National Geodetic Survey in June 1998..
 GS0383
 GS0383.The orthometric height was determined by differential leveling
 GS0383.and adjusted by the National Geodetic Survey in June 1991..
 GS0383
 GS0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0383
 GS0383.The geoid height was determined by GEOID03.
 GS0383
 GS0383.The dynamic height is computed by dividing the NAVD 88
 GS0383.geopotential number by the normal gravity value computed on the
 GS0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0383.degrees latitude (g = 980.6199 gals.).
 GS0383
 GS0383.The modeled gravity was interpolated from observed gravity values.
 GS0383
 GS0383;                    North         East     Units Scale Factor Converg.
 GS0383;SPC NV C     - 6,232,484.869   536,368.066   MT  0.99991629   +0 14 40.3
 GS0383;SPC NV C     -20,447,744.11  1,759,734.23   sFT  0.99991629   +0 14 40.3
 GS0383;UTM  11      - 4,077,913.387   566,076.445   MT  0.99965379   +0 26 39.9
 GS0383
 GS0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0383!SPC NV C     -   0.99981377  x   0.99991629  =   0.99973008
 GS0383!UTM  11      -   0.99981377  x   0.99965379  =   0.99946763
 GS0383
 GS0383:                Primary Azimuth Mark                     Grid Az
 GS0383:SPC NV C     -  NRDS F                                   027 06 39.1
 GS0383:UTM  11      -  NRDS F                                   026 54 39.5
 GS0383
 GS0383|---------------------------------------------------------------------|
 GS0383| PID    Reference Object                     Distance      Geod. Az  |
 GS0383|                                                           dddmmss.s |
 GS0383| GS0391 NRDS F                              408.593 METERS 0272119.4 |
 GS0383| GS0384 NRDS B RM 1                           9.085 METERS 10706     |
 GS0383| GS0386 NRDS C                              412.849 METERS 1203222.5 |
 GS0383| GS0840 NRDS TEST CELL A WATER TANK         APPROX. 1.7 KM 1802108.6 |
 GS0383| GS0385 NRDS B RM 2                          10.456 METERS 21350     |
 GS0383| GS0841 NRDS TEST CELL C WATER TANK         APPROX. 2.3 KM 2252806.8 |
 GS0383| GS0382 NRDS A                              APPROX. 0.5 KM 3492732.0 |
 GS0383|---------------------------------------------------------------------|
 GS0383
 GS0383                          SUPERSEDED SURVEY CONTROL
 GS0383
 GS0383  NAD 83(1992)-  36 50 41.32350(N)    116 15 31.96208(W) AD(       ) 1
 GS0383  NAD 83(1986)-  36 50 41.31878(N)    116 15 31.96397(W) AD(       ) 1
 GS0383  NAD 27      -  36 50 41.49292(N)    116 15 28.80181(W) AD(       ) 1
 GS0383  NGVD 29 (??/??/92) 1213.045  (m)         3979.80   (f) ADJ UNCH    1 1
 GS0383
 GS0383.Superseded values are not recommended for survey control.
 GS0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0383.See file dsdata.txt to determine how the superseded data were derived.
 GS0383
 GS0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA6607677913(NAD 83)
 GS0383_MARKER: DS = TRIANGULATION STATION DISK
 GS0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0383_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GS0383
 GS0383  HISTORY     - Date     Condition        Report By
 GS0383  HISTORY     - 1968     MONUMENTED       CGS
 GS0383  HISTORY     - 1969     GOOD             CGS
 GS0383
 GS0383                          STATION DESCRIPTION
 GS0383
 GS0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CND)
 GS0383'THE STATION IS LOCATED ABOUT 23 MILES NORTHWEST OF MERCURY, 16
 GS0383'MILES NORTH-NORTHEAST OF LATHROP WELLS, 8 MILES EAST OF
 GS0383'FORTYMILE WASH AND ON THE NEVADA TEST SITE.
 GS0383'
 GS0383'TO REACH THE STATION FROM THE SECURITY BUILDING AT MERCURY, GO
 GS0383'SOUTH FOR 0.05 MILE TO A SIDE ROAD RIGHT AND SIGN NRDS.  TURN
 GS0383'RIGHT, AS PER SIGN, AND GO NORTHWEST FOR 4.3 MILES TO A
 GS0383'Y-FORK.  BEAR RIGHT AND GO NORTHWEST AND NORTH FOR 16.8 MILES
 GS0383'TO A GUARD GATE.  CONTINUE NORTH FOR 2.6 MILES TO A Y-FORK
 GS0383'AND SIGN TEST CELL A AND TEST CELL C.  TAKE THE RIGHT FORK AND
 GS0383'GO NORTH FOR 0.1 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 GS0383'NORTH AND NORTHEAST ON A BLADED ROAD FOR 0.5 MILE TO A
 GS0383'RAILROAD CROSSING.  CONTINUE NORTH, NORTHWEST AND NORTH FOR
 GS0383'1.45 MILES TO A CROSSROAD AND SIGN LASL H-8.  TURN RIGHT AND
 GS0383'GO EAST-SOUTHEAST FOR 0.8 MILE TO A CROSSROAD.
 GS0383'TURN RIGHT AND GO SOUTHWEST FOR 0.1 MILE TO THE STATION ON
 GS0383'THE LEFT.
 GS0383'
 GS0383'THE STATION MARK, STAMPED N.R.D.S.-B 1968, IS A STANDARD DISK
 GS0383'SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 14
 GS0383'INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 54 FEET EAST
 GS0383'OF THE CENTER OF THE TRACK ROAD AND 16 FEET WEST OF A SMALL,
 GS0383'JOSHUA TREE.
 GS0383'
 GS0383'REFERENCE MARK NO. 1, STAMPED N.R.D.S.-B NO 1 1968, IS A
 GS0383'STANDARD DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 GS0383'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 81
 GS0383'FEET EAST OF THE CENTER OF THE ROAD AND 26 FEET EAST OF THE
 GS0383'SMALL, JOSHUA TREE.
 GS0383'
 GS0383'REFERENCE MARK NO. 2, STAMPED N.R.D.S.-B NO 2, 1968, IS A
 GS0383'STANDARD DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST
 GS0383'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 47
 GS0383'FEET SOUTH OF THE SMALL, JOSHUA TREE AND 45 FEET EAST OF THE
 GS0383'CENTER OF THE TRACK ROAD.
 GS0383'
 GS0383'IT IS 51.55 FEET OR 15.711 METERS BETWEEN THE REFERENCE MARKS.
 GS0383
 GS0383                          STATION RECOVERY (1969)
 GS0383
 GS0383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 GS0383'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GS0383'CONDITION AS DESCRIBED IN THE 1968 DESCRIPTION.  A SHORTER
 GS0383'DISTANCE OF 0.03 FOOT OR 0.010 METER WAS FOUND BETWEEN THE
 GS0383'REFERENCE MARKS.  A DIFFERENCE OF 2 MINUTES AND 21 SECONDS WAS
 GS0383'FOUND IN THE DIRECTION TO REFERENCE MARK NUMBER 1.
 GS0383'
 GS0383'NO NOTICEABLE MOVEMENT IN THE AREA OF THIS STATION.
 GS0383'
 GS0383'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GS0383'16 MILES NNE OF LATHROP WELLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0386 ***********************************************************************
 GS0386  DESIGNATION -  NRDS C
 GS0386  PID         -  GS0386
 GS0386  STATE/COUNTY-  NV/NYE
 GS0386  USGS QUAD   -  JACKASS FLATS (1983)
 GS0386
 GS0386                         *CURRENT SURVEY CONTROL
 GS0386  ___________________________________________________________________
 GS0386* NAD 83(1994)-  36 50 34.51870(N)    116 15 17.60798(W)     ADJUSTED  
 GS0386* NAVD 88     -      1215.681  (meters)    3988.45   (feet)  ADJUSTED  
 GS0386  ___________________________________________________________________
 GS0386  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 GS0386  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 GS0386  DYNAMIC HT  -        1214.357 (meters)    3984.10  (feet)  COMP
 GS0386  MODELED GRAV-     979,500.1   (mgal)                       NAVD 88
 GS0386
 GS0386  HORZ ORDER  -  FIRST
 GS0386  VERT ORDER  -  FIRST     CLASS I
 GS0386
 GS0386.The horizontal coordinates were established by classical geodetic methods
 GS0386.and adjusted by the National Geodetic Survey in June 1998..
 GS0386
 GS0386.The orthometric height was determined by differential leveling
 GS0386.and adjusted by the National Geodetic Survey in June 1991..
 GS0386
 GS0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0386
 GS0386.The geoid height was determined by GEOID03.
 GS0386
 GS0386.The dynamic height is computed by dividing the NAVD 88
 GS0386.geopotential number by the normal gravity value computed on the
 GS0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0386.degrees latitude (g = 980.6199 gals.).
 GS0386
 GS0386.The modeled gravity was interpolated from observed gravity values.
 GS0386
 GS0386;                    North         East     Units Scale Factor Converg.
 GS0386;SPC NV C     - 6,232,276.624   536,724.506   MT  0.99991661   +0 14 48.9
 GS0386;SPC NV C     -20,447,060.89  1,760,903.65   sFT  0.99991661   +0 14 48.9
 GS0386;UTM  11      - 4,077,706.441   566,433.516   MT  0.99965437   +0 26 48.5
 GS0386
 GS0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0386!SPC NV C     -   0.99981350  x   0.99991661  =   0.99973013
 GS0386!UTM  11      -   0.99981350  x   0.99965437  =   0.99946794
 GS0386
 GS0386|---------------------------------------------------------------------|
 GS0386| PID    Reference Object                     Distance      Geod. Az  |
 GS0386|                                                           dddmmss.s |
 GS0386| GS0387 NRDS C RM 1                           8.646 METERS 01948     |
 GS0386| GS0390 NRDS E                              419.711 METERS 0292051.8 |
 GS0386| GS0840 NRDS TEST CELL A WATER TANK         APPROX. 1.5 KM 1940311.6 |
 GS0386| GS0841 NRDS TEST CELL C WATER TANK         APPROX. 2.5 KM 2345026.3 |
 GS0386| GS0388 NRDS C RM 2                           9.926 METERS 27224     |
 GS0386|---------------------------------------------------------------------|
 GS0386
 GS0386                          SUPERSEDED SURVEY CONTROL
 GS0386
 GS0386  NAD 83(1992)-  36 50 34.51796(N)    116 15 17.61051(W) AD(       ) 1
 GS0386  NAD 83(1986)-  36 50 34.51319(N)    116 15 17.61233(W) AD(       ) 1
 GS0386  NAD 27      -  36 50 34.68715(N)    116 15 14.45063(W) AD(       ) 1
 GS0386  NGVD 29 (??/??/92) 1214.761  (m)         3985.43   (f) ADJ UNCH    1 1
 GS0386
 GS0386.Superseded values are not recommended for survey control.
 GS0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0386.See file dsdata.txt to determine how the superseded data were derived.
 GS0386
 GS0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA6643477706(NAD 83)
 GS0386_MARKER: DS = TRIANGULATION STATION DISK
 GS0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0386_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GS0386
 GS0386  HISTORY     - Date     Condition        Report By
 GS0386  HISTORY     - 1968     MONUMENTED       CGS
 GS0386  HISTORY     - 1969     GOOD             CGS
 GS0386
 GS0386                          STATION DESCRIPTION
 GS0386
 GS0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CND)
 GS0386'THE STATION IS LOCATED ABOUT 23 MILES NORTHWEST OF MERCURY, 16
 GS0386'MILES NORTH-NORTHEAST OF LATHROP WELLS, 8 MILES EAST OF
 GS0386'FORTYMILE WASH AND ON THE NEVADA TEST SITE.
 GS0386'
 GS0386'TO REACH THE STATION FROM THE SECURITY BUILDING AT MERCURY,
 GS0386'GO SOUTH FOR 0.05 MILE TO A SIDE ROAD RIGHT AND SIGN
 GS0386'NRDS.  TURN RIGHT, AS PER SIGN, AND GO NORTHWEST FOR 4.3 MILES
 GS0386'TO A Y-FORK.  BEAR RIGHT AND GO NORTHWEST AND NORTH FOR 16.8
 GS0386'MILES TO A GUARD GATE.  CONTINUE NORTH FOR 2.6 MILES TO A
 GS0386'Y-FORK AND SIGN TEST CELL A AND TEST CELL C.  TAKE THE RIGHT
 GS0386'FORK AND GO NORTH FOR 0.1 MILE TO A Y-FORK.  TAKE THE LEFT FORK
 GS0386'AND GO NORTH AND NORTHEAST ON A BLADED ROAD FOR 0.5 MILE TO A
 GS0386'RAILROAD CROSSING.  CONTINUE NORTH, NORTHWEST AND NORTH FOR
 GS0386'1.45 MILES TO A CROSSROAD AND SIGN LASL H-8.  TURN RIGHT AND
 GS0386'GO EAST-SOUTHEAST FOR 0.8 MILE TO A CROSSROAD.  CONTINUE
 GS0386'SOUTHEASTERLY FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 GS0386'
 GS0386'THE STATION MARK, STAMPED N.R.D.S.-C 1968, IS A STANDARD DISK
 GS0386'SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 14
 GS0386'INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 283 FEET EAST
 GS0386'OF POWER POLE NUMBER 10 AND 44 FEET SOUTHWEST OF THE CENTER OF
 GS0386'THE ROAD.
 GS0386'
 GS0386'REFERENCE MARK NO. 1, STAMPED N.R.D.S.-C NO 1 1968, IS A
 GS0386'STANDARD DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 GS0386'MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 2 INCHES.  IT
 GS0386'IS 300 FEET EAST OF POWER POLE NUMBER 10 AND 22 FEET SOUTHWEST
 GS0386'OF THE CENTER OF THE ROAD.
 GS0386'
 GS0386'REFERENCE MARK NO. 2, STAMPED N.R.D.S.-C NO 2 1968, IS A
 GS0386'STANDARD DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 GS0386'MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 3
 GS0386'INCHES.  IT IS 252 FEET EAST OF POWER POLE NUMBER 10 AND 71
 GS0386'FEET SOUTHWEST OF THE CENTER OF THE ROAD.
 GS0386'
 GS0386'IT IS 49.17 FEET OR 14.988 METERS BETWEEN THE REFERENCE MARKS.
 GS0386
 GS0386                          STATION RECOVERY (1969)
 GS0386
 GS0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 GS0386'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GS0386'CONDITION AS DESCRIBED IN THE 1968 DESCRIPTION.
 GS0386'
 GS0386'NO NOTICEABLE MOVEMENT IN THE AREA OF THIS STATION.
 GS0386'
 GS0386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GS0386'16 MILES NNE OF LATHROP WELLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0389 ***********************************************************************
 GS0389  DESIGNATION -  NRDS D
 GS0389  PID         -  GS0389
 GS0389  STATE/COUNTY-  NV/NYE
 GS0389  USGS QUAD   -  SKULL MOUNTAIN (1983)
 GS0389
 GS0389                         *CURRENT SURVEY CONTROL
 GS0389  ___________________________________________________________________
 GS0389* NAD 83(1994)-  36 50 39.62073(N)    116 14 53.84273(W)     ADJUSTED  
 GS0389* NAVD 88     -      1233.221  (meters)    4045.99   (feet)  ADJUSTED  
 GS0389  ___________________________________________________________________
 GS0389  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 GS0389  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GS0389  DYNAMIC HT  -        1231.872 (meters)    4041.57  (feet)  COMP
 GS0389  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 GS0389
 GS0389  HORZ ORDER  -  FIRST
 GS0389  VERT ORDER  -  FIRST     CLASS I
 GS0389
 GS0389.The horizontal coordinates were established by classical geodetic methods
 GS0389.and adjusted by the National Geodetic Survey in June 1998..
 GS0389
 GS0389.The orthometric height was determined by differential leveling
 GS0389.and adjusted by the National Geodetic Survey in June 1991..
 GS0389
 GS0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0389
 GS0389.The geoid height was determined by GEOID03.
 GS0389
 GS0389.The dynamic height is computed by dividing the NAVD 88
 GS0389.geopotential number by the normal gravity value computed on the
 GS0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0389.degrees latitude (g = 980.6199 gals.).
 GS0389
 GS0389.The modeled gravity was interpolated from observed gravity values.
 GS0389
 GS0389;                    North         East     Units Scale Factor Converg.
 GS0389;SPC NV C     - 6,232,436.443   537,312.577   MT  0.99991715   +0 15 03.2
 GS0389;SPC NV C     -20,447,585.23  1,762,833.01   sFT  0.99991715   +0 15 03.2
 GS0389;UTM  11      - 4,077,868.269   567,020.871   MT  0.99965534   +0 27 02.8
 GS0389
 GS0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0389!SPC NV C     -   0.99981075  x   0.99991715  =   0.99972791
 GS0389!UTM  11      -   0.99981075  x   0.99965534  =   0.99946615
 GS0389
 GS0389:                Primary Azimuth Mark                     Grid Az
 GS0389:SPC NV C     -  NRDS TEST CELL A WATER TANK              210 16 43.6
 GS0389:UTM  11      -  NRDS TEST CELL A WATER TANK              210 04 44.0
 GS0389
 GS0389|---------------------------------------------------------------------|
 GS0389| PID    Reference Object                     Distance      Geod. Az  |
 GS0389|                                                           dddmmss.s |
 GS0389| GS0840 NRDS TEST CELL A WATER TANK         APPROX. 1.9 KM 2103146.8 |
 GS0389| GS0841 NRDS TEST CELL C WATER TANK         APPROX. 3.0 KM 2384941.5 |
 GS0389| GS0390 NRDS E                              436.185 METERS 2983359.8 |
 GS0389|---------------------------------------------------------------------|
 GS0389
 GS0389                          SUPERSEDED SURVEY CONTROL
 GS0389
 GS0389  NAD 83(1992)-  36 50 39.62000(N)    116 14 53.84525(W) AD(       ) 1
 GS0389  NAD 83(1986)-  36 50 39.61518(N)    116 14 53.84691(W) AD(       ) 1
 GS0389  NAD 27      -  36 50 39.78918(N)    116 14 50.68593(W) AD(       ) 1
 GS0389  NGVD 29 (??/??/92) 1232.296  (m)         4042.96   (f) ADJ UNCH    1 1
 GS0389
 GS0389.Superseded values are not recommended for survey control.
 GS0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0389.See file dsdata.txt to determine how the superseded data were derived.
 GS0389
 GS0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA6702177868(NAD 83)
 GS0389_MARKER: DS = TRIANGULATION STATION DISK
 GS0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0389+STABILITY: SURFACE MOTION
 GS0389
 GS0389  HISTORY     - Date     Condition        Report By
 GS0389  HISTORY     - 1968     MONUMENTED       CGS
 GS0389  HISTORY     - 1969     GOOD             CGS
 GS0389
 GS0389                          STATION DESCRIPTION
 GS0389
 GS0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CND)
 GS0389'THE STATION IS LOCATED ABOUT 23 MILES NORTHWEST OF MERCURY,
 GS0389'16 MILES NORTH-NORTHEAST OF LATHROP WELLS, 8 MILES EAST OF
 GS0389'FORTYMILE WASH AND ON THE NEVADA TEST SITE.
 GS0389'
 GS0389'TO REACH THE STATION FROM THE SECURITY BUILDING AT MERCURY, GO
 GS0389'SOUTH FOR 0.05 MILE TO A SIDE ROAD RIGHT AND SIGN NRDS.  TURN
 GS0389'RIGHT, AS PER SIGN, AND GO NORTHWEST FOR 4.3 MILES TO A
 GS0389'Y-FORK.  BEAR RIGHT AND GO NORTHWEST AND NORTH FOR 16.8 MILES
 GS0389'TO A GUARD GATE.  CONTINUE NORTH FOR 2.6 MILES TO A Y-FORK AND
 GS0389'SIGN TEST CELL A AND TEST CELL C.  TAKE THE RIGHT FORK AND GO
 GS0389'NORTH FOR 0.1 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 GS0389'NORTH AND NORTHEAST ON A BLADED ROAD FOR 0.5 MILE TO A
 GS0389'RAILROAD CROSSING.  CONTINUE NORTH, NORTHWEST AND NORTH FOR
 GS0389'1.45 MILES TO A CROSSROAD AND SIGN LASL H-8.  TURN RIGHT AND
 GS0389'GO EAST-SOUTHEAST FOR 0.8 MILE TO A CROSSROAD.
 GS0389'TURN LEFT AND GO EAST-NORTHEAST FOR 0.2 MILE TO A CROSSROAD.
 GS0389'TURN RIGHT AND GO SOUTHEAST ON A TRACK ROAD FOR 0.4 MILE.
 GS0389'TURN LEFT AND GO EAST-NORTHEAST, ACROSS COUNTRY, FOR
 GS0389'0.05 MILE TO THE STATION.
 GS0389'
 GS0389'THE STATION MARK, STAMPED N.R.D.S.-D 1968, IS A STANDARD DISK
 GS0389'SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 14 INCHES
 GS0389'IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 150 FEET SOUTHWEST OF
 GS0389'THE WEST ONE OF TWO SMALL, JOSHUA TREES.
 GS0389'
 GS0389'REFERENCE MARKS WERE NOT ESTABLISHED AT THIS STATION.
 GS0389
 GS0389                          STATION RECOVERY (1969)
 GS0389
 GS0389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 GS0389'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 GS0389'DESCRIBED IN THE 1968 DESCRIPTION.
 GS0389'
 GS0389'NO NOTICEABLE MOVEMENT IN THE AREA OF THIS STATION.
 GS0389'
 GS0389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GS0389'16 MILES NNE OF LATHROP WELLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0390 ***********************************************************************
 GS0390  DESIGNATION -  NRDS E
 GS0390  PID         -  GS0390
 GS0390  STATE/COUNTY-  NV/NYE
 GS0390  USGS QUAD   -  JACKASS FLATS (1983)
 GS0390
 GS0390                         *CURRENT SURVEY CONTROL
 GS0390  ___________________________________________________________________
 GS0390* NAD 83(1994)-  36 50 46.38658(N)    116 15 09.30516(W)     ADJUSTED  
 GS0390* NAVD 88     -      1230.277  (meters)    4036.33   (feet)  ADJUSTED  
 GS0390  ___________________________________________________________________
 GS0390  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 GS0390  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GS0390  DYNAMIC HT  -        1228.933 (meters)    4031.92  (feet)  COMP
 GS0390  MODELED GRAV-     979,496.5   (mgal)                       NAVD 88
 GS0390
 GS0390  HORZ ORDER  -  FIRST
 GS0390  VERT ORDER  -  FIRST     CLASS I
 GS0390
 GS0390.The horizontal coordinates were established by classical geodetic methods
 GS0390.and adjusted by the National Geodetic Survey in June 1998..
 GS0390
 GS0390.The orthometric height was determined by differential leveling
 GS0390.and adjusted by the National Geodetic Survey in June 1991..
 GS0390
 GS0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0390
 GS0390.The geoid height was determined by GEOID03.
 GS0390
 GS0390.The dynamic height is computed by dividing the NAVD 88
 GS0390.geopotential number by the normal gravity value computed on the
 GS0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0390.degrees latitude (g = 980.6199 gals.).
 GS0390
 GS0390.The modeled gravity was interpolated from observed gravity values.
 GS0390
 GS0390;                    North         East     Units Scale Factor Converg.
 GS0390;SPC NV C     - 6,232,643.322   536,928.615   MT  0.99991679   +0 14 53.9
 GS0390;SPC NV C     -20,448,263.97  1,761,573.30   sFT  0.99991679   +0 14 53.9
 GS0390;UTM  11      - 4,078,073.752   566,636.290   MT  0.99965470   +0 26 53.6
 GS0390
 GS0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0390!SPC NV C     -   0.99981121  x   0.99991679  =   0.99972802
 GS0390!UTM  11      -   0.99981121  x   0.99965470  =   0.99946597
 GS0390
 GS0390:                Primary Azimuth Mark                     Grid Az
 GS0390:SPC NV C     -  NRDS D                                   118 18 56.6
 GS0390:UTM  11      -  NRDS D                                   118 06 56.9
 GS0390
 GS0390|---------------------------------------------------------------------|
 GS0390| PID    Reference Object                     Distance      Geod. Az  |
 GS0390|                                                           dddmmss.s |
 GS0390| GS0389 NRDS D                              436.185 METERS 1183350.5 |
 GS0390| GS0840 NRDS TEST CELL A WATER TANK         APPROX. 1.9 KM 1972208.1 |
 GS0390| GS0386 NRDS C                              419.711 METERS 2092056.8 |
 GS0390| GS0841 NRDS TEST CELL C WATER TANK         APPROX. 2.8 KM 2311118.8 |
 GS0390| GS0391 NRDS F                              426.956 METERS 2985843.9 |
 GS0390|---------------------------------------------------------------------|
 GS0390
 GS0390                          SUPERSEDED SURVEY CONTROL
 GS0390
 GS0390  NAD 83(1992)-  36 50 46.38585(N)    116 15 09.30769(W) AD(       ) 1
 GS0390  NAD 83(1986)-  36 50 46.38110(N)    116 15 09.30943(W) AD(       ) 1
 GS0390  NAD 27      -  36 50 46.55527(N)    116 15 06.14789(W) AD(       ) 1
 GS0390  NGVD 29 (??/??/92) 1229.354  (m)         4033.31   (f) ADJ UNCH    1 1
 GS0390
 GS0390.Superseded values are not recommended for survey control.
 GS0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0390.See file dsdata.txt to determine how the superseded data were derived.
 GS0390
 GS0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA6663678074(NAD 83)
 GS0390_MARKER: DS = TRIANGULATION STATION DISK
 GS0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0390+STABILITY: SURFACE MOTION
 GS0390
 GS0390  HISTORY     - Date     Condition        Report By
 GS0390  HISTORY     - 1968     MONUMENTED       CGS
 GS0390  HISTORY     - 1969     GOOD             CGS
 GS0390
 GS0390                          STATION DESCRIPTION
 GS0390
 GS0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CND)
 GS0390'THE STATION IS LOCATED ABOUT 23 MILES NORTHWEST OF MERCURY, 16
 GS0390'MILES NORTH-NORTHEAST OF LATHROP WELLS, 8 MILES EAST OF
 GS0390'FORTYMILE WASH AND ON THE NEVADA TEST SITE.
 GS0390'
 GS0390'TO REACH THE STATION FROM THE SECURITY BUILDING AT MERCURY, GO
 GS0390'SOUTH FOR 0.05 MILE TO A SIDE ROAD RIGHT AND SIGN NRDS.  TURN
 GS0390'RIGHT, AS PER SIGN, AND GO NORTHWEST FOR 4.3 MILES TO A
 GS0390'Y-FORK.  BEAR RIGHT AND GO NORTHWEST AND NORTH FOR 16.8 MILES
 GS0390'TO A GUARD GATE.  CONTINUE NORTH FOR 2.6 MILES TO A Y-FORK
 GS0390'AND SIGN TEST CELL A AND TEST CELL C.  TAKE THE RIGHT FORK AND
 GS0390'GO NORTH FOR 0.1 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 GS0390'NORTH AND NORTHEAST ON A BLADED ROAD FOR 0.5 MILE TO A
 GS0390'RAILROAD CROSSING.  CONTINUE NORTH, NORTHWEST AND NORTH FOR
 GS0390'1.45 MILES TO A CROSSROAD AND SIGN LASL H-8.  TURN RIGHT AND
 GS0390'GO EAST-SOUTHEAST FOR 0.8 MILE TO A CROSSROAD.
 GS0390'TURN LEFT AND GO EAST-NORTHEAST FOR 0.2 MILE TO A CROSSROAD.
 GS0390'TURN RIGHT AND GO SOUTHEASTERLY ON A TRACK ROAD FOR 0.1 MILE
 GS0390'TO A DIM SIDE ROAD LEFT.  TURN LEFT AND GO EAST-NORTHEAST ON
 GS0390'THE DIM TRACK ROAD FOR 0.05 MILE TO THE END OF THE ROAD AND
 GS0390'THE STATION.
 GS0390'
 GS0390'THE STATION MARK, STAMPED N.R.D.S.-E 1968, IS A STANDARD DISK
 GS0390'SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 14 INCHES
 GS0390'IN DIAMETER AND PROJECTS 2 INCHES.
 GS0390'
 GS0390'NO PROMINENT OBJECTS IN AREA FOR REFERENCE MEASUREMENTS.
 GS0390'
 GS0390'REFERENCE MARKS WERE NOT ESTABLISHED AT THIS STATION.
 GS0390
 GS0390                          STATION RECOVERY (1969)
 GS0390
 GS0390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 GS0390'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 GS0390'DESCRIBED IN THE 1968 DESCRIPTION.
 GS0390'
 GS0390'NO NOTICEABLE MOVEMENT IN THE AREA OF THIS STATION.
 GS0390'
 GS0390'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GS0390'16 MILES NNE OF LATHROP WELLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0391 ***********************************************************************
 GS0391  DESIGNATION -  NRDS F
 GS0391  PID         -  GS0391
 GS0391  STATE/COUNTY-  NV/NYE
 GS0391  USGS QUAD   -  JACKASS FLATS (1983)
 GS0391
 GS0391                         *CURRENT SURVEY CONTROL
 GS0391  ___________________________________________________________________
 GS0391* NAD 83(1994)-  36 50 53.09664(N)    116 15 24.38113(W)     ADJUSTED  
 GS0391* NAVD 88     -      1227.657  (meters)    4027.74   (feet)  ADJUSTED  
 GS0391  ___________________________________________________________________
 GS0391  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 GS0391  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GS0391  DYNAMIC HT  -        1226.317 (meters)    4023.34  (feet)  COMP
 GS0391  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 GS0391
 GS0391  HORZ ORDER  -  FIRST
 GS0391  VERT ORDER  -  FIRST     CLASS I
 GS0391
 GS0391.The horizontal coordinates were established by classical geodetic methods
 GS0391.and adjusted by the National Geodetic Survey in June 1998..
 GS0391
 GS0391.The orthometric height was determined by differential leveling
 GS0391.and adjusted by the National Geodetic Survey in June 1991..
 GS0391
 GS0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0391
 GS0391.The geoid height was determined by GEOID03.
 GS0391
 GS0391.The dynamic height is computed by dividing the NAVD 88
 GS0391.geopotential number by the normal gravity value computed on the
 GS0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0391.degrees latitude (g = 980.6199 gals.).
 GS0391
 GS0391.The modeled gravity was interpolated from observed gravity values.
 GS0391
 GS0391;                    North         East     Units Scale Factor Converg.
 GS0391;SPC NV C     - 6,232,848.539   536,554.252   MT  0.99991646   +0 14 44.9
 GS0391;SPC NV C     -20,448,937.25  1,760,345.08   sFT  0.99991646   +0 14 44.9
 GS0391;UTM  11      - 4,078,277.608   566,261.313   MT  0.99965409   +0 26 44.6
 GS0391
 GS0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0391!SPC NV C     -   0.99981162  x   0.99991646  =   0.99972810
 GS0391!UTM  11      -   0.99981162  x   0.99965409  =   0.99946578
 GS0391
 GS0391:                Primary Azimuth Mark                     Grid Az
 GS0391:SPC NV C     -  NRDS TEST CELL A WATER TANK              185 18 53.6
 GS0391:UTM  11      -  NRDS TEST CELL A WATER TANK              185 06 53.9
 GS0391
 GS0391|---------------------------------------------------------------------|
 GS0391| PID    Reference Object                     Distance      Geod. Az  |
 GS0391|                                                           dddmmss.s |
 GS0391| GS0840 NRDS TEST CELL A WATER TANK         APPROX. 2.0 KM 1853338.5 |
 GS0391| GS0383 NRDS B                              408.593 METERS 2072123.9 |
 GS0391| GS0841 NRDS TEST CELL C WATER TANK         APPROX. 2.7 KM 2224632.6 |
 GS0391|---------------------------------------------------------------------|
 GS0391
 GS0391                          SUPERSEDED SURVEY CONTROL
 GS0391
 GS0391  NAD 83(1992)-  36 50 53.09590(N)    116 15 24.38367(W) AD(       ) 1
 GS0391  NAD 83(1986)-  36 50 53.09121(N)    116 15 24.38549(W) AD(       ) 1
 GS0391  NAD 27      -  36 50 53.26556(N)    116 15 21.22344(W) AD(       ) 1
 GS0391  NGVD 29 (??/??/92) 1226.735  (m)         4024.71   (f) ADJ UNCH    1 1
 GS0391
 GS0391.Superseded values are not recommended for survey control.
 GS0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0391.See file dsdata.txt to determine how the superseded data were derived.
 GS0391
 GS0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA6626178278(NAD 83)
 GS0391_MARKER: DS = TRIANGULATION STATION DISK
 GS0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0391+STABILITY: SURFACE MOTION
 GS0391
 GS0391  HISTORY     - Date     Condition        Report By
 GS0391  HISTORY     - 1968     MONUMENTED       CGS
 GS0391  HISTORY     - 1969     GOOD             CGS
 GS0391
 GS0391                          STATION DESCRIPTION
 GS0391
 GS0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CND)
 GS0391'THE STATION IS LOCATED ABOUT 23 MILES NORTHWEST OF MERCURY, 16
 GS0391'MILES NORTH-NORTHEAST OF LATHROP WELLS, 8 MILES EAST OF FORTYMILE
 GS0391'WASH AND ON THE NEVADA TEST SITE.
 GS0391'
 GS0391'TO REACH THE STATION FROM THE SECURITY BUILDING IN MERCURY, GO
 GS0391'SOUTH FOR 0.05 MILE TO A SIDE ROAD RIGHT AND SIGN NRDS.  TURN
 GS0391'RIGHT, AS PER SIGN, AND GO NORTHWEST FOR 4.3 MILES TO A
 GS0391'Y-FORK.  BEAR RIGHT AND GO NORTHWEST AND NORTH FOR 16.8 MILES TO
 GS0391'A GUARD GATE.  CONTINUE NORTH FOR 2.6 MILES TO A Y-FORK AND SIGN
 GS0391'TEST CELL A AND TEST CELL C.  TAKE THE RIGHT FORK AND GO NORTH
 GS0391'FOR 0.1 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTH AND
 GS0391'NORTHEAST ON A BLADED ROAD FOR 0.5 MILE TO A RAILROAD
 GS0391'CROSSING.  CONTINUE NORTH, NORTHWEST AND NORTH FOR 1.45
 GS0391'MILES TO A CROSSROAD AND SIGN LASL H-8.  TURN RIGHT AND GO
 GS0391'EAST-SOUTHEAST FOR 0.8 MILE TO A CROSSROAD.  TURN LEFT AND GO
 GS0391'EAST-NORTHEAST FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO
 GS0391'NORTHWESTERLY ON A TRACK ROAD FOR 0.15 MILE TO THE STATION
 GS0391'ON THE LEFT.
 GS0391'
 GS0391'THE STATION MARK, STAMPED N.R.D.S.-F 1968, IS A STANDARD DISK
 GS0391'SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 14 INCHES
 GS0391'IN DIAMETER AND PROJECTS 5 INCHES.  IT IS 57 FEET SOUTH OF THE
 GS0391'CENTER OF THE TRACK ROAD, 47 FEET SOUTHEAST OF A JOSHUA TREE AND
 GS0391'53 FEET EAST OF A WASH.
 GS0391'
 GS0391'REFERENCE MARKS WERE NOT ESTABLISHED AT THIS STATION.
 GS0391
 GS0391                          STATION RECOVERY (1969)
 GS0391
 GS0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 GS0391'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED
 GS0391'IN THE 1968 DESCRIPTION.
 GS0391'
 GS0391'NO NOTICEABLE MOVEMENT IN THE AREA OF THIS STATION.
 GS0391'
 GS0391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GS0391'16 MILES NNE OF LATHROP WELLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0840 ***********************************************************************
 GS0840  DESIGNATION -  NRDS TEST CELL A WATER TANK
 GS0840  PID         -  GS0840
 GS0840  STATE/COUNTY-  NV/NYE
 GS0840  USGS QUAD   -  JACKASS FLATS (1983)
 GS0840
 GS0840                         *CURRENT SURVEY CONTROL
 GS0840  ___________________________________________________________________
 GS0840* NAD 83(1994)-  36 49 47.09658(N)    116 15 32.37445(W)     ADJUSTED  
 GS0840* NAVD 88     -                                                        
 GS0840  ___________________________________________________________________
 GS0840  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 GS0840  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 GS0840
 GS0840  HORZ ORDER  -  THIRD
 GS0840
 GS0840.The horizontal coordinates were established by classical geodetic methods
 GS0840.and adjusted by the National Geodetic Survey in June 1998..
 GS0840
 GS0840
 GS0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0840
 GS0840.The geoid height was determined by GEOID03.
 GS0840
 GS0840;                    North         East     Units Scale Factor Converg.
 GS0840;SPC NV C     - 6,230,813.344   536,364.918   MT  0.99991629   +0 14 39.8
 GS0840;SPC NV C     -20,442,260.11  1,759,723.90   sFT  0.99991629   +0 14 39.8
 GS0840;UTM  11      - 4,076,242.300   566,079.127   MT  0.99965379   +0 26 39.1
 GS0840
 GS0840                          SUPERSEDED SURVEY CONTROL
 GS0840
 GS0840  NAD 83(1992)-  36 49 47.09569(N)    116 15 32.37707(W) AD(1991.35) 4
 GS0840  NAD 83(1992)-  36 49 47.09607(N)    116 15 32.37688(W) AD(       ) 4
 GS0840  NAD 83(1986)-  36 49 47.08952(N)    116 15 32.38029(W) AD(       ) 4
 GS0840  NAD 27      -  36 49 47.26254(N)    116 15 29.21855(W) AD(       ) 3
 GS0840
 GS0840.Superseded values are not recommended for survey control.
 GS0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0840.See file dsdata.txt to determine how the superseded data were derived.
 GS0840
 GS0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA6607976242(NAD 83)
 GS0840_MARKER: 53 = ELEVATED TANK
 GS0840
 GS0840  HISTORY     - Date     Condition        Report By
 GS0840  HISTORY     - 1968     FIRST OBSERVED   CGS
 GS0840  HISTORY     - 1969     GOOD             CGS
 GS0840
 GS0840                          STATION DESCRIPTION
 GS0840
 GS0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CND)
 GS0840'THE STATION IS LOCATED ABOUT 23 MILES NORTHWEST OF MERCURY, 16
 GS0840'MILES NORTH-NORTHEAST OF LATHROP WELLS, 8 MILES EAST OF FORTYMILE
 GS0840'WASH AND AT THE NRDS TEST CELL A COMPLEX ON THE NEVADA TEST SITE.
 GS0840'
 GS0840'TO REACH THE STATION FROM THE GUARD GATE AT THE MAIN ENTRANCE TO
 GS0840'THE NRDS FACILITY, THIS IS ABOUT 20 MILES NORTHWEST OF MERCURY,
 GS0840'GO NORTH FOR 2.6 MILES TO A Y-FORK.  TAKE THE RIGHT FORK AND GO
 GS0840'NORTH AND NORTHWEST ON THE PAVED ROAD FOR 1 MILE TO THE STATION
 GS0840'ON THE LEFT.
 GS0840'
 GS0840'THE TANK IS A CYLINDRICAL, STEEL STRUCTURE, SILVER IN COLOR,
 GS0840'SUPPORTED BY FOUR STEEL LEGS AND IS ABOUT 100 FEET HIGH.
 GS0840'
 GS0840'POINT INTERSECTED IS THE RED OBSTRUCTION LIGHT ATOP THE TANK.
 GS0840
 GS0840                          STATION RECOVERY (1969)
 GS0840
 GS0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 GS0840'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1968 DESCRIPTION.
 GS0840'
 GS0840'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GS0840'16 MILES NNE OF LATHROP WELLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0841 ***********************************************************************
 GS0841  DESIGNATION -  NRDS TEST CELL C WATER TANK
 GS0841  PID         -  GS0841
 GS0841  STATE/COUNTY-  NV/NYE
 GS0841  USGS QUAD   -  JACKASS FLATS (1983)
 GS0841
 GS0841                         *CURRENT SURVEY CONTROL
 GS0841  ___________________________________________________________________
 GS0841* NAD 83(1994)-  36 49 48.73868(N)    116 16 38.44725(W)     ADJUSTED  
 GS0841* NAVD 88     -                                                        
 GS0841  ___________________________________________________________________
 GS0841  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 GS0841  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 GS0841
 GS0841  HORZ ORDER  -  THIRD
 GS0841
 GS0841.The horizontal coordinates were established by classical geodetic methods
 GS0841.and adjusted by the National Geodetic Survey in June 1998..
 GS0841
 GS0841
 GS0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0841
 GS0841.The geoid height was determined by GEOID03.
 GS0841
 GS0841;                    North         East     Units Scale Factor Converg.
 GS0841;SPC NV C     - 6,230,857.133   534,727.549   MT  0.99991485   +0 14 00.2
 GS0841;SPC NV C     -20,442,403.78  1,754,351.97   sFT  0.99991485   +0 14 00.2
 GS0841;UTM  11      - 4,076,280.368   564,442.046   MT  0.99965116   +0 25 59.5
 GS0841
 GS0841                          SUPERSEDED SURVEY CONTROL
 GS0841
 GS0841  NAD 83(1992)-  36 49 48.73772(N)    116 16 38.44984(W) AD(1991.35) 4
 GS0841  NAD 83(1992)-  36 49 48.73810(N)    116 16 38.44965(W) AD(       ) 4
 GS0841  NAD 83(1986)-  36 49 48.73180(N)    116 16 38.45320(W) AD(       ) 4
 GS0841  NAD 27      -  36 49 48.90516(N)    116 16 35.28949(W) AD(       ) 3
 GS0841
 GS0841.Superseded values are not recommended for survey control.
 GS0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0841.See file dsdata.txt to determine how the superseded data were derived.
 GS0841
 GS0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA6444276280(NAD 83)
 GS0841_MARKER: 53 = ELEVATED TANK
 GS0841
 GS0841  HISTORY     - Date     Condition        Report By
 GS0841  HISTORY     - 1968     FIRST OBSERVED   CGS
 GS0841  HISTORY     - 1969     GOOD             CGS
 GS0841
 GS0841                          STATION DESCRIPTION
 GS0841
 GS0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CND)
 GS0841'THE STATION IS LOCATED ABOUT 23 MILES NORTHWEST OF MERCURY, 16
 GS0841'MILES NORTH-NORTHEAST OF LATHROP WELLS, 8 MILES EAST OF FORTYMILE
 GS0841'WASH AND AT THE NRDS TEST CELL C COMPLEX ON THE NEVADA TEST SITE.
 GS0841'
 GS0841'TO REACH THE STATION FROM THE GUARD GATE AT THE MAIN ENTRANCE TO
 GS0841'THE NRDS FACILITY, THIS IS ABOUT 20 MILES NORTHWEST OF MERCURY,
 GS0841'GO NORTH FOR 2.6 MILES TO A Y-FORK.  TAKE THE RIGHT FORK, NORTH,
 GS0841'FOR ABOUT 200 FEET, THENCE TURN LEFT AND GO WEST FOR 1/2 MILE TO
 GS0841'THE STATION.
 GS0841'
 GS0841'THE TANK IS A CYLINDRICAL, STEEL STRUCTURE, SILVER IN COLOR,
 GS0841'SUPPORTED BY FOUR STEEL LEGS AND IS ABOUT 150 FEET HIGH.
 GS0841'
 GS0841'POINT INTERSECTED IS THE RED OBSTRUCTION LIGHT ATOP THE TANK.
 GS0841
 GS0841                          STATION RECOVERY (1969)
 GS0841
 GS0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS)
 GS0841'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1968 DESCRIPTION.
 GS0841'
 GS0841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GS0841'16 MILES NNE OF LATHROP WELLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0832 ***********************************************************************
 MT0832  DESIGNATION -  NUB
 MT0832  PID         -  MT0832
 MT0832  STATE/COUNTY-  NV/ELKO
 MT0832  USGS QUAD   -  PEKO PEAK (1982)
 MT0832
 MT0832                         *CURRENT SURVEY CONTROL
 MT0832  ___________________________________________________________________
 MT0832* NAD 83(1994)-  41 07 30.22569(N)    115 27 29.28713(W)     ADJUSTED  
 MT0832* NAVD 88     -      2078.7    (meters)    6820.     (feet)  VERTCON   
 MT0832  ___________________________________________________________________
 MT0832  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 MT0832  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 MT0832
 MT0832  HORZ ORDER  -  FIRST
 MT0832
 MT0832.The horizontal coordinates were established by classical geodetic methods
 MT0832.and adjusted by the National Geodetic Survey in June 1998..
 MT0832
 MT0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0832
 MT0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0832
 MT0832.The geoid height was determined by GEOID03.
 MT0832
 MT0832;                    North         East     Units Scale Factor Converg.
 MT0832;SPC NV E     - 8,707,540.607   210,512.573   MT  0.99990136   +0 04 56.4
 MT0832;SPC NV E     -28,567,989.47    690,656.67   sFT  0.99990136   +0 04 56.4
 MT0832;UTM  11      - 4,553,785.912   629,429.903   MT  0.99980618   +1 00 51.2
 MT0832
 MT0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0832!SPC NV E     -   0.99967682  x   0.99990136  =   0.99957821
 MT0832!UTM  11      -   0.99967682  x   0.99980618  =   0.99948306
 MT0832
 MT0832:                Primary Azimuth Mark                     Grid Az
 MT0832:SPC NV E     -  NUB AZ MK                                102 21 49.5
 MT0832:UTM  11      -  NUB AZ MK                                101 25 54.7
 MT0832
 MT0832|---------------------------------------------------------------------|
 MT0832| PID    Reference Object                     Distance      Geod. Az  |
 MT0832|                                                           dddmmss.s |
 MT0832| DD5553 NUB AZ MK                                          1022645.9 |
 MT0832| MT0827 B 1 A RESET=AIRWAY BCN 44           APPROX.15.9 KM 1143554.9 |
 MT0832| DD5554 NUB RM 1                              7.780 METERS 21700     |
 MT0832| DD5555 NUB RM 2                             12.264 METERS 28206     |
 MT0832|---------------------------------------------------------------------|
 MT0832
 MT0832                          SUPERSEDED SURVEY CONTROL
 MT0832
 MT0832  NAD 83(1986)-  41 07 30.22454(N)    115 27 29.28131(W) AD(       ) 1
 MT0832  NAD 27      -  41 07 30.51865(N)    115 27 26.05343(W) AD(       ) 1
 MT0832  NGVD 29 (07/19/86) 2077.5    (m)         6816.     (f) VERT ANG       
 MT0832
 MT0832.Superseded values are not recommended for survey control.
 MT0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0832.See file dsdata.txt to determine how the superseded data were derived.
 MT0832
 MT0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF2943053786(NAD 83)
 MT0832_MARKER: DS = TRIANGULATION STATION DISK
 MT0832_SETTING: 66 = SET IN ROCK OUTCROP
 MT0832
 MT0832  HISTORY     - Date     Condition        Report By
 MT0832  HISTORY     - 1940     MONUMENTED       CGS
 MT0832  HISTORY     - 1947     GOOD             CGS
 MT0832
 MT0832                          STATION DESCRIPTION
 MT0832
 MT0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MT0832'STATION IS LOCATED ABOUT 26 MILES NE OF ELKO, AND ABOUT 10 MILES
 MT0832'NW OF THE POST OFFICE AT DEETH, ON THE NORTHERN AND HIGHER OF
 MT0832'TWO ISOLATED HILLS IN THIS VICINITY.  THE STATION IS ON THE ROCK
 MT0832'NUB WHICH FORMS THE HIGHEST POINT.
 MT0832'
 MT0832'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 MT0832'DRILL HOLES IN OUTCROPPING BEDROCK ON HIGHEST POINT AND EASILY
 MT0832'LOCATED.
 MT0832'
 MT0832'AZIMUTH MARK, A STANDARD BRONZE DISK, IS ON S BANK OF DRAW WEDGED
 MT0832'IN A PROMINENT ROCK OUTCROP BY A 3-FOOT ROCK CAIRN.
 MT0832'
 MT0832'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION IN DEETH,
 MT0832'TAKE THE CHARLESTON ROAD N 0.1 MILE TO A FORK NEAR THE TOP OF THE
 MT0832'FIRST HILL.  TAKE LEFT FORK AND FOLLOW MAIN TRACK ROAD, NORTHERLY,
 MT0832'8.0 MILES.  TAKE LEFT FORK 1.2 MILES TO SHARP DIP INTO A DRAW
 MT0832'AND ROCK-BANKED, NARROW WASH ON LEFT, JUST BELOW WHERE ROAD
 MT0832'CROSSES.  CONTINUE ON MAIN ROAD W AND NW 2.5 MILE TO FORK.
 MT0832'RIGHT FORK PASSES TO N OF STATION.  KEEP LEFT FORK 0.9 MILE TO
 MT0832'WHERE IT CROSSES WASH.  KEEP TO RIGHT OF WASH AND DRIVE WESTERLY
 MT0832'ACROSS COUNTRY ABOUT 1.0 MILE.  THENCE RIGHT UP GRADUAL
 MT0832'SLOPE TO LARGE ROCK OUTCROP AND END OF TRUCK TRAVEL.  PACK N
 MT0832'UP STEEP SLOPE ABOUT 0.3 MILE TO HIGHEST POINT AND STATION.
 MT0832'
 MT0832'A 4-FOOT STAND WAS USED.
 MT0832
 MT0832                          STATION RECOVERY (1947)
 MT0832
 MT0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0832'STATION RECOVERED BUT DUE TO THE DIFFICULTY IN THE RECOVERING
 MT0832'OF IT A COMPLETE NEW DESCRIPTION FOLLOWS.
 MT0832'
 MT0832'STATION IS ABOUT 26 MILES NE OF ELKO, ABOUT 10 MILES NW OF DEETH
 MT0832'AND ON THE HIGHEST AND NORTHERN ONE OF TWO HIGH PROMINENT HILLS
 MT0832'(POSSIBLY CALLED MOUNTAINS), STATION IS ON A DEFINITE OUTCROP
 MT0832'OF ROCK AND IT IS THE HIGHEST POINT THEREBY GETTING THE NAME NUB.
 MT0832'
 MT0832'STATION IS A STANDARD DISK SET IN BEDROCK AND STAMPED NUB 1940.
 MT0832'
 MT0832'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN BEDROCK AND STAMPED
 MT0832'NUB NO 1 1940.  IT IS ABOUT 26 FEET SW OF THE STATION
 MT0832'AND ABOUT 4 FEET LOWER.
 MT0832'
 MT0832'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN BEDROCK AND STAMPED
 MT0832'NUB NO 2 1940.  IT IS ABOUT 40 FEET WNW OF THE
 MT0832'STATION AND ABOUT 19 FEET LOWER.
 MT0832'
 MT0832'AZIMUTH MARK IS A STANDARD DISK SET IN BEDROCK ABOUT 3 MILES
 MT0832'SE OF THE STATION ON THE SOUTH AND UPPER EDGE OF A WASH, ABOUT
 MT0832'100 YARDS SOUTH OF A TRACK ROAD AND MARKED BY A 1 X 4 BOARD IN
 MT0832'A PILE OF ROCK, IT IS STAMPED NUB 1940.
 MT0832'
 MT0832'TO REACH FROM DEETH GO NORTH FROM THE DEPOT ON THE CHARLESTON
 MT0832'ROAD FOR 0.15 MILE TO A FORK NEAR THE TOP OF THE FIRST HILL.
 MT0832'TURN LEFT AND GO 0.85 MILE TO A TELEPHONE LINE.  PASS UNDER AND
 MT0832'CONTINUE FOR 5.55 MILES TO WASHED OUT FORK, AT POINT WHERE THE
 MT0832'MTR GOES TO THE RIGHT AND AN OLD ABANDONED ROAD GOES STRAIGHT
 MT0832'AHEAD, KEEP STRAIGHT AHEAD ABOUT 0.2 MILE TO A CROSSROAD.
 MT0832'CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO A DRY CREEK BED.  CROSS
 MT0832'AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 MT0832'CONTINUE FOR 2.8 MILES TO A SIDE ROAD RIGHT.  KEEP STRAIGHT
 MT0832'AHEAD FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT AND GO ABOUT 1
 MT0832'MILE TO A FORK.  KEEP RIGHT FOR ABOUT 0.1 MILE AND THEN KEEP
 MT0832'STRAIGHT AHEAD (THE TRACK ROAD DISAPPEARS MORE OR LESS) FOR
 MT0832'ABOUT 1-1/4 MILE TO ETT.  THIS ROUTE ONE HEADS TOWARD AND
 MT0832'LEFT OF A LARGE HIGH ROCK WHICH SETS OUT BY ITSELF FROM THE
 MT0832'REST OF THE HILL, PASS ON THE LEFT OF AND GO UP AROUND BEHIND
 MT0832'THIS ROCK TO ETT.  FROM HERE PACK TO THE LEFT OF RED ROCK
 MT0832'OUTCROP AND AROUND THE UPPER END OF A DRAW OF THE HIGHEST
 MT0832'POINT AND STATION.  ABOUT 15 MINUTES PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0620 ***********************************************************************
 LR0620  DESIGNATION -  NUG
 LR0620  PID         -  LR0620
 LR0620  STATE/COUNTY-  NV/PERSHING
 LR0620  USGS QUAD   -  DUN GLEN PEAK (1982)
 LR0620
 LR0620                         *CURRENT SURVEY CONTROL
 LR0620  ___________________________________________________________________
 LR0620* NAD 83(1994)-  40 50 01.15868(N)    117 58 21.35506(W)     ADJUSTED  
 LR0620* NAVD 88     -      1354.694  (meters)    4444.53   (feet)  ADJUSTED  
 LR0620  ___________________________________________________________________
 LR0620  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 LR0620  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 LR0620  DYNAMIC HT  -        1353.667 (meters)    4441.16  (feet)  COMP
 LR0620  MODELED GRAV-     979,818.9   (mgal)                       NAVD 88
 LR0620
 LR0620  HORZ ORDER  -  SECOND
 LR0620  VERT ORDER  -  SECOND    CLASS 0
 LR0620
 LR0620.The horizontal coordinates were established by classical geodetic methods
 LR0620.and adjusted by the National Geodetic Survey in June 1998..
 LR0620
 LR0620.The orthometric height was determined by differential leveling
 LR0620.and adjusted by the National Geodetic Survey in June 1991..
 LR0620
 LR0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0620
 LR0620.The geoid height was determined by GEOID03.
 LR0620
 LR0620.The dynamic height is computed by dividing the NAVD 88
 LR0620.geopotential number by the normal gravity value computed on the
 LR0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0620.degrees latitude (g = 980.6199 gals.).
 LR0620
 LR0620.The modeled gravity was interpolated from observed gravity values.
 LR0620
 LR0620;                    North         East     Units Scale Factor Converg.
 LR0620;SPC NV W     - 4,675,353.967   851,508.238   MT  0.99993264   +0 23 57.6
 LR0620;SPC NV W     -15,339,057.14  2,793,656.61   sFT  0.99993264   +0 23 57.6
 LR0620;UTM  11      - 4,520,746.592   417,997.086   MT  0.99968277   -0 38 09.5
 LR0620
 LR0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0620!SPC NV W     -   0.99979082  x   0.99993264  =   0.99972348
 LR0620!UTM  11      -   0.99979082  x   0.99968277  =   0.99947366
 LR0620
 LR0620|---------------------------------------------------------------------|
 LR0620| PID    Reference Object                     Distance      Geod. Az  |
 LR0620|                                                           dddmmss.s |
 LR0620| LR0622 NUG RM 1                             12.373 METERS 03710     |
 LR0620| LR0621 NUG 2                                56.805 METERS 11927     |
 LR0620| LS0093 RASP                                APPROX. 6.0 KM 2042002.5 |
 LR0620| LR0623 NUG RM 2                              8.976 METERS 30333     |
 LR0620|---------------------------------------------------------------------|
 LR0620
 LR0620                          SUPERSEDED SURVEY CONTROL
 LR0620
 LR0620  NAD 83(1986)-  40 50 01.16474(N)    117 58 21.34645(W) AD(       ) 2
 LR0620  NAD 27      -  40 50 01.50980(N)    117 58 17.85170(W) AD(       ) 2
 LR0620  NGVD 29 (??/??/92) 1353.702  (m)         4441.27   (f) ADJ UNCH    2 0
 LR0620
 LR0620.Superseded values are not recommended for survey control.
 LR0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0620.See file dsdata.txt to determine how the superseded data were derived.
 LR0620
 LR0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF1799720747(NAD 83)
 LR0620_MARKER: DS = TRIANGULATION STATION DISK
 LR0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0620_STAMPING: NUG 1957
 LR0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0620+STABILITY: SURFACE MOTION
 LR0620
 LR0620  HISTORY     - Date     Condition        Report By
 LR0620  HISTORY     - 1957     MONUMENTED       CGS
 LR0620  HISTORY     - 1957     GOOD             CGS
 LR0620  HISTORY     - 1966     SEE DESCRIPTION  NVDH
 LR0620
 LR0620                          STATION DESCRIPTION
 LR0620
 LR0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LR0620'THE STATION IS 11.6 MILES NORTHEAST ALONG U.S. HIGHWAY 40
 LR0620'FROM THE MILL CITY ROAD TURN-OFF AT THE STAR PEAK SERVICE
 LR0620'STATION.  164 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY
 LR0620'AND 24 FEET SOUTHEAST OF THE FENCE LINE.
 LR0620'
 LR0620'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 LR0620'CONCRETE POSTS ABOUT FLUSH WITH THE GROUND.
 LR0620'
 LR0620'THE STATION MARK, STAMPED NUG 1957, IS 8-1/2 FEET SOUTH-SOUTHEAST
 LR0620'OF A WITNESS POST.
 LR0620'
 LR0620'REFERENCE MARK 1, STAMPED NUG NO 1 1957, IS 26 FEET SOUTHEAST
 LR0620'OF THE FENCE LINE.
 LR0620'
 LR0620'REFERENCE MARK 2, STAMPED NUG NO 2 1957, IS IN THE FENCE LINE.
 LR0620
 LR0620                          STATION RECOVERY (1957)
 LR0620
 LR0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LR0620'11.45 MI NE FROM MILL CITY.
 LR0620'11.45 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE STAR PEAK SERVICE
 LR0620'STATION AT MILL CITY, 164.0 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 LR0620'24.0 FEET SOUTHEAST OF RIGHT-OF-WAY FENCE, 24.4 FEET SOUTH OF R.M. 1,
 LR0620'24.2 FEET SOUTHEAST OF R.M. 2, 8.6 FEET SOUTHEAST OF WITNESS POST, SET
 LR0620'IN A SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND SURFACE,
 LR0620'AND ABOUT 15 FEET HIGHER THAN THE HIGHWAY.
 LR0620
 LR0620                          STATION RECOVERY (1966)
 LR0620
 LR0620'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1966
 LR0620'THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 HAVE BEEN
 LR0620'DESTROYED.  A NEW STATION NUG 2 WAS ESTABLISHED BY THE NEVADA
 LR0620'DEPARTMENT OF HIGHWAYS.
 LR0620'
 LR0620'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.6 MILES
 LR0620'NORTHEAST OF MILL CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0621 ***********************************************************************
 LR0621  DESIGNATION -  NUG 2
 LR0621  PID         -  LR0621
 LR0621  STATE/COUNTY-  NV/PERSHING
 LR0621  USGS QUAD   -  DUN GLEN PEAK (1982)
 LR0621
 LR0621                         *CURRENT SURVEY CONTROL
 LR0621  ___________________________________________________________________
 LR0621* NAD 83(1994)-  40 50 00.25324(N)    117 58 19.24387(W)     ADJUSTED  
 LR0621* NAVD 88     -      1356.574  (meters)    4450.69   (feet)  ADJUSTED  
 LR0621  ___________________________________________________________________
 LR0621  LAPLACE CORR-           6.56  (seconds)                    DEFLEC99
 LR0621  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 LR0621  DYNAMIC HT  -        1355.546 (meters)    4447.32  (feet)  COMP
 LR0621  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 LR0621
 LR0621  HORZ ORDER  -  THIRD
 LR0621  VERT ORDER  -  FIRST     CLASS II
 LR0621
 LR0621.The horizontal coordinates were established by classical geodetic methods
 LR0621.and adjusted by the National Geodetic Survey in June 1998..
 LR0621.No horizontal observational check was made to the station.
 LR0621
 LR0621.The orthometric height was determined by differential leveling
 LR0621.and adjusted by the National Geodetic Survey in June 1991..
 LR0621
 LR0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0621
 LR0621.The geoid height was determined by GEOID03.
 LR0621
 LR0621.The dynamic height is computed by dividing the NAVD 88
 LR0621.geopotential number by the normal gravity value computed on the
 LR0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0621.degrees latitude (g = 980.6199 gals.).
 LR0621
 LR0621.The modeled gravity was interpolated from observed gravity values.
 LR0621
 LR0621;                    North         East     Units Scale Factor Converg.
 LR0621;SPC NV W     - 4,675,326.384   851,557.893   MT  0.99993271   +0 23 59.0
 LR0621;SPC NV W     -15,338,966.64  2,793,819.52   sFT  0.99993271   +0 23 59.0
 LR0621;UTM  11      - 4,520,718.123   418,046.222   MT  0.99968267   -0 38 08.1
 LR0621
 LR0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0621!SPC NV W     -   0.99979053  x   0.99993271  =   0.99972325
 LR0621!UTM  11      -   0.99979053  x   0.99968267  =   0.99947326
 LR0621
 LR0621|---------------------------------------------------------------------|
 LR0621| PID    Reference Object                     Distance      Geod. Az  |
 LR0621|                                                           dddmmss.s |
 LR0621| LR0624 NUG 2 RM 3                            7.086 METERS 06628     |
 LR0621| LR0625 NUG 2 RM 4                            6.242 METERS 17731     |
 LR0621| LR0620 NUG                                  56.805 METERS 29927     |
 LR0621|---------------------------------------------------------------------|
 LR0621
 LR0621                          SUPERSEDED SURVEY CONTROL
 LR0621
 LR0621  NAD 83(1986)-  40 50 00.25931(N)    117 58 19.23527(W) AD(       ) 3
 LR0621  NAD 27      -  40 50 00.60430(N)    117 58 15.74060(W) AD(       ) 3
 LR0621  NGVD 29 (07/19/86) 1355.58   (m)         4447.4    (f) LEVELING    3  
 LR0621
 LR0621.Superseded values are not recommended for survey control.
 LR0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0621.See file dsdata.txt to determine how the superseded data were derived.
 LR0621
 LR0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF1804620718(NAD 83)
 LR0621_MARKER: DS = TRIANGULATION STATION DISK
 LR0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0621_SP_SET: CONCRETE POST
 LR0621_STAMPING: NUG 2 1966
 LR0621_MARK LOGO: CGS   
 LR0621_PROJECTION: FLUSH
 LR0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0621+STABILITY: SURFACE MOTION
 LR0621
 LR0621  HISTORY     - Date     Condition        Report By
 LR0621  HISTORY     - 1966     MONUMENTED       NVDH
 LR0621  HISTORY     - 1966     GOOD             CGS
 LR0621  HISTORY     - 1986     GOOD             NGS
 LR0621
 LR0621                          STATION DESCRIPTION
 LR0621
 LR0621'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1966
 LR0621'FOR GENERAL LOCATION OF STATION SEE 1957 DESCRIPTION OF NUG.
 LR0621'
 LR0621'THE FOLLOWING INFORMATION FURNISHED BY THE NEVADA DEPT. OF
 LR0621'HIGHWAYS--STATION BEING A STANDARD U.S.C. AND G.S. BRASS CAP
 LR0621'SET IN A 10 INCH ROUND CONCRETE MONUMENT.  STEEL WITNESS POST.
 LR0621'
 LR0621'TO REACH FROM THE STAR PEAK CAFE AND GAS STATION AT MILL CITY,
 LR0621'DRIVE NORTHEASTERLY ON INTERSTATE HIGHWAY 80 FOR 11.7 MILES
 LR0621'TO STATION ON RIGHT.  STATION BEING LOCATED 200 FEET RIGHT OF
 LR0621'CENTER LINE OF EASTERLY BOUND LANE APPROXIMATELY 90 DEG FROM
 LR0621'STATION AE 563+16.
 LR0621'
 LR0621'STATION MARK IS STAMPED NUG 2 1966
 LR0621'
 LR0621'R.M. 3 IS STAMPED NUG 2 NO 3 1966
 LR0621'
 LR0621'R.M. 4 IS STAMPED NUG 2 NO 4 1966
 LR0621
 LR0621                          STATION RECOVERY (1966)
 LR0621
 LR0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LR0621'11.70 MI NE FROM MILL CITY.
 LR0621'ABOUT 11.70 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE STAR
 LR0621'PEAK CAFE AND GAS STATION AT MILL CITY, 200 FEET SOUTHEAST OF THE
 LR0621'CENTERLINE OF THE EASTBOUND LANE OF HIGHWAY 80 AT STATION AE 563+16.
 LR0621'THE DISK IS SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST WITH A
 LR0621'STEEL WITNESS POST NEARBY.
 LR0621
 LR0621                          STATION RECOVERY (1986)
 LR0621
 LR0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LR0621'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.8 KM (11.7
 LR0621'MI) NORTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS (EXIT 149)
 LR0621'IN MILL CITY, 0.26 KM (0.16 MI) SOUTHWEST OF MILEPOST 162, 62.2 METERS
 LR0621'(204 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES, 32.3
 LR0621'METERS (106 FT) NORTHWEST OF A FENCE, 7.0 METERS (23.0 FT)
 LR0621'WEST-SOUTHWEST OF RM 3, 6.2 METERS (20.5 FT) NORTH OF RM 4.
 LR0621'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LR0621'THE MARK IS 3.0 M ABOVE THE EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0624 ***********************************************************************
 LR0624  DESIGNATION -  NUG 2 RM 3
 LR0624  PID         -  LR0624
 LR0624  STATE/COUNTY-  NV/PERSHING
 LR0624  USGS QUAD   -  DUN GLEN PEAK (1982)
 LR0624
 LR0624                         *CURRENT SURVEY CONTROL
 LR0624  ___________________________________________________________________
 LR0624* NAD 83(1986)-  40 50 00.     (N)    117 58 17.     (W)     SCALED    
 LR0624* NAVD 88     -      1356.74   (meters)    4451.2    (feet)  RESET     
 LR0624  ___________________________________________________________________
 LR0624  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 LR0624
 LR0624  VERT ORDER  -  THIRD
 LR0624
 LR0624.The horizontal coordinates were scaled from a topographic map and have
 LR0624.an estimated accuracy of +/- 6 seconds.
 LR0624
 LR0624.The orthometric height was computed from unverified reset data.
 LR0624
 LR0624.The geoid height was determined by GEOID03.
 LR0624
 LR0624;                    North         East    Units  Estimated Accuracy
 LR0624;SPC NV W     - 4,675,320.      851,610.      MT  (+/- 180 meters Scaled)
 LR0624
 LR0624                          SUPERSEDED SURVEY CONTROL
 LR0624
 LR0624.No superseded survey control is available for this station.
 LR0624
 LR0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF180207(NAD 83)
 LR0624_MARKER: DR = REFERENCE MARK DISK
 LR0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0624_STAMPING: NUG 2 NO 3 1966
 LR0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0624+STABILITY: SURFACE MOTION
 LR0624
 LR0624  HISTORY     - Date     Condition        Report By
 LR0624  HISTORY     - 1966     MONUMENTED       NVDH
 LR0624
 LR0624                          STATION DESCRIPTION
 LR0624
 LR0624'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1966
 LR0624'11.70 MI NE FROM MILL CITY.
 LR0624'ABOUT 11.70 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE STAR
 LR0624'PEAK CAFE AND GAS STATION AT MILL CITY, 23.249 FEET EAST OF
 LR0624'TRIANGULATION STATION NUG 2, AND SET IN THE TOP OF A 10-INCH ROUND
 LR0624'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0625 ***********************************************************************
 LR0625  DESIGNATION -  NUG 2 RM 4
 LR0625  PID         -  LR0625
 LR0625  STATE/COUNTY-  NV/PERSHING
 LR0625  USGS QUAD   -  DUN GLEN PEAK (1982)
 LR0625
 LR0625                         *CURRENT SURVEY CONTROL
 LR0625  ___________________________________________________________________
 LR0625* NAD 83(1986)-  40 49 59.     (N)    117 58 18.     (W)     SCALED    
 LR0625* NAVD 88     -      1356.68   (meters)    4451.0    (feet)  RESET     
 LR0625  ___________________________________________________________________
 LR0625  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 LR0625
 LR0625  VERT ORDER  -  THIRD
 LR0625
 LR0625.The horizontal coordinates were scaled from a topographic map and have
 LR0625.an estimated accuracy of +/- 6 seconds.
 LR0625
 LR0625.The orthometric height was computed from unverified reset data.
 LR0625
 LR0625.The geoid height was determined by GEOID03.
 LR0625
 LR0625;                    North         East    Units  Estimated Accuracy
 LR0625;SPC NV W     - 4,675,290.      851,590.      MT  (+/- 180 meters Scaled)
 LR0625
 LR0625                          SUPERSEDED SURVEY CONTROL
 LR0625
 LR0625.No superseded survey control is available for this station.
 LR0625
 LR0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF180206(NAD 83)
 LR0625_MARKER: DR = REFERENCE MARK DISK
 LR0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0625_STAMPING: NUG 2 NO 4 1966
 LR0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0625+STABILITY: SURFACE MOTION
 LR0625
 LR0625  HISTORY     - Date     Condition        Report By
 LR0625  HISTORY     - 1966     MONUMENTED       NVDH
 LR0625
 LR0625                          STATION DESCRIPTION
 LR0625
 LR0625'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1966
 LR0625'11.70 MI NE FROM MILL CITY.
 LR0625'ABOUT 11.70 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE STAR
 LR0625'PEAK CAFE AND GAS STATION AT MILL CITY, 20.480 FEET SOUTH OF
 LR0625'TRIANGULATION STATION NUG 2 AND SET IN THE TOP OF A 10-INCH CONCRETE
 LR0625'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0622 ***********************************************************************
 LR0622  DESIGNATION -  NUG RM 1
 LR0622  PID         -  LR0622
 LR0622  STATE/COUNTY-  NV/PERSHING
 LR0622  USGS QUAD   -  DUN GLEN PEAK (1982)
 LR0622
 LR0622                         *CURRENT SURVEY CONTROL
 LR0622  ___________________________________________________________________
 LR0622* NAD 83(1986)-  40 50 01.     (N)    117 58 20.     (W)     SCALED    
 LR0622* NAVD 88     -      1354.484  (meters)    4443.84   (feet)  ADJUSTED  
 LR0622  ___________________________________________________________________
 LR0622  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 LR0622  DYNAMIC HT  -        1353.457 (meters)    4440.47  (feet)  COMP
 LR0622  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 LR0622
 LR0622  VERT ORDER  -  SECOND    CLASS 0
 LR0622
 LR0622.The horizontal coordinates were scaled from a topographic map and have
 LR0622.an estimated accuracy of +/- 6 seconds.
 LR0622
 LR0622.The orthometric height was determined by differential leveling
 LR0622.and adjusted by the National Geodetic Survey in June 1991..
 LR0622
 LR0622.The geoid height was determined by GEOID03.
 LR0622
 LR0622.The dynamic height is computed by dividing the NAVD 88
 LR0622.geopotential number by the normal gravity value computed on the
 LR0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0622.degrees latitude (g = 980.6199 gals.).
 LR0622
 LR0622.The modeled gravity was interpolated from observed gravity values.
 LR0622
 LR0622;                    North         East    Units  Estimated Accuracy
 LR0622;SPC NV W     - 4,675,350.      851,540.      MT  (+/- 180 meters Scaled)
 LR0622
 LR0622                          SUPERSEDED SURVEY CONTROL
 LR0622
 LR0622  NGVD 29 (??/??/92) 1353.492  (m)         4440.58   (f) ADJ UNCH    2 0
 LR0622
 LR0622.Superseded values are not recommended for survey control.
 LR0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0622.See file dsdata.txt to determine how the superseded data were derived.
 LR0622
 LR0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF180207(NAD 83)
 LR0622_MARKER: DR = REFERENCE MARK DISK
 LR0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0622_STAMPING: NUG NO 1 1957
 LR0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0622+STABILITY: SURFACE MOTION
 LR0622
 LR0622  HISTORY     - Date     Condition        Report By
 LR0622  HISTORY     - 1957     MONUMENTED       CGS
 LR0622
 LR0622                          STATION DESCRIPTION
 LR0622
 LR0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LR0622'11.45 MI NE FROM MILL CITY.
 LR0622'11.45 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE STAR PEAK SERVICE
 LR0622'STATION AT MILL CITY, 166.0 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 LR0622'26.1 FEET SOUTHEAST OF RIGHT-OF-WAY FENCE, 24.4 FEET NORTH OF STATION
 LR0622'MARK, SET IN SQUARE CONCRETE POST PROJECTING 1 INCH ABOVE GROUND
 LR0622'SURFACE, AND ABOUT 15 FEET HIGHER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0623 ***********************************************************************
 LR0623  DESIGNATION -  NUG RM 2
 LR0623  PID         -  LR0623
 LR0623  STATE/COUNTY-  NV/PERSHING
 LR0623  USGS QUAD   -  DUN GLEN PEAK (1982)
 LR0623
 LR0623                         *CURRENT SURVEY CONTROL
 LR0623  ___________________________________________________________________
 LR0623* NAD 83(1986)-  40 50 01.     (N)    117 58 20.     (W)     SCALED    
 LR0623* NAVD 88     -      1354.402  (meters)    4443.57   (feet)  ADJUSTED  
 LR0623  ___________________________________________________________________
 LR0623  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 LR0623  DYNAMIC HT  -        1353.375 (meters)    4440.20  (feet)  COMP
 LR0623  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 LR0623
 LR0623  VERT ORDER  -  SECOND    CLASS 0
 LR0623
 LR0623.The horizontal coordinates were scaled from a topographic map and have
 LR0623.an estimated accuracy of +/- 6 seconds.
 LR0623
 LR0623.The orthometric height was determined by differential leveling
 LR0623.and adjusted by the National Geodetic Survey in June 1991..
 LR0623
 LR0623.The geoid height was determined by GEOID03.
 LR0623
 LR0623.The dynamic height is computed by dividing the NAVD 88
 LR0623.geopotential number by the normal gravity value computed on the
 LR0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0623.degrees latitude (g = 980.6199 gals.).
 LR0623
 LR0623.The modeled gravity was interpolated from observed gravity values.
 LR0623
 LR0623;                    North         East    Units  Estimated Accuracy
 LR0623;SPC NV W     - 4,675,350.      851,540.      MT  (+/- 180 meters Scaled)
 LR0623
 LR0623                          SUPERSEDED SURVEY CONTROL
 LR0623
 LR0623  NGVD 29 (??/??/92) 1353.409  (m)         4440.31   (f) ADJ UNCH    2 0
 LR0623
 LR0623.Superseded values are not recommended for survey control.
 LR0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0623.See file dsdata.txt to determine how the superseded data were derived.
 LR0623
 LR0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF180207(NAD 83)
 LR0623_MARKER: DR = REFERENCE MARK DISK
 LR0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0623_STAMPING: NUG NO 2 1957
 LR0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LR0623+STABILITY: SURFACE MOTION
 LR0623
 LR0623  HISTORY     - Date     Condition        Report By
 LR0623  HISTORY     - 1957     MONUMENTED       CGS
 LR0623
 LR0623                          STATION DESCRIPTION
 LR0623
 LR0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LR0623'11.45 MI NE FROM MILL CITY.
 LR0623'11.45 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE STAR PEAK SERVICE
 LR0623'STATION AT MILL CITY, 140.0 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 LR0623'24.2 FEET NORTHWEST OF STATION MARK, SET IN A SQUARE CONCRETE POST
 LR0623'FLUSH WITH THE GROUND SURFACE, AND ABOUT 15 FEET HIGHER THAN THE
 LR0623'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6254 ***********************************************************************
 DE6254  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6254  DESIGNATION -  NW RENO COOP CORS ARP
 DE6254  CORS_ID     -  RNO1
 DE6254  PID         -  DE6254
 DE6254  STATE/COUNTY-  NV/WASHOE
 DE6254  USGS QUAD   -  VERDI (1982)
 DE6254
 DE6254                         *CURRENT SURVEY CONTROL
 DE6254  ___________________________________________________________________
 DE6254* NAD 83(CORS)-  39 32 16.45098(N)    119 53 08.88082(W)     ADJUSTED  
 DE6254* NAVD 88     -                                                        
 DE6254  ___________________________________________________________________
 DE6254  EPOCH DATE  -        2002.00
 DE6254  X           -  -2,454,845.440 (meters)                     COMP
 DE6254  Y           -  -4,271,556.473 (meters)                     COMP
 DE6254  Z           -   4,039,524.517 (meters)                     COMP
 DE6254  ELLIP HEIGHT-        1531.18  (meters)          (06/??/02) GPS OBS
 DE6254  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 DE6254
 DE6254  HORZ ORDER  -  SPECIAL (CORS)
 DE6254  ELLP ORDER  -  SPECIAL (CORS)
 DE6254
 DE6254.ITRF positions are available for this station.
 DE6254.The coordinates were established by GPS observations
 DE6254.and adjusted by the National Geodetic Survey in June 2002..
 DE6254.The coordinates are valid at the epoch date displayed above.
 DE6254.The epoch date for horizontal control is a decimal equivalence
 DE6254.of Year/Month/Day.
 DE6254
 DE6254
 DE6254.The PID for the CORS L1 Phase Center is DE6255.
 DE6254
 DE6254.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6254
 DE6254.The ellipsoidal height was determined by GPS observations
 DE6254.and is referenced to NAD 83.
 DE6254
 DE6254.The geoid height was determined by GEOID03.
 DE6254
 DE6254;                    North         East     Units Scale Factor Converg.
 DE6254;SPC NV W     - 4,532,121.016   688,040.589   MT  1.00005428   -0 49 45.2
 DE6254;SPC NV W     -14,869,133.70  2,257,346.50   sFT  1.00005428   -0 49 45.2
 DE6254
 DE6254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6254!SPC NV W     -   0.99975984  x   1.00005428  =   0.99981410
 DE6254
 DE6254                          SUPERSEDED SURVEY CONTROL
 DE6254
 DE6254.No superseded survey control is available for this station.
 DE6254
 DE6254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5199680449(NAD 83)
 DE6254_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6254
 DE6254                          STATION DESCRIPTION
 DE6254
 DE6254'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE6254'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6254'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6254'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6254'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6254'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6255 ***********************************************************************
 DE6255  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6255  DESIGNATION -  NW RENO COOP CORS L1 PHASE CENTER
 DE6255  CORS_ID     -  RNO1
 DE6255  PID         -  DE6255
 DE6255  STATE/COUNTY-  NV/WASHOE
 DE6255  USGS QUAD   -  VERDI (1982)
 DE6255
 DE6255                         *CURRENT SURVEY CONTROL
 DE6255  ___________________________________________________________________
 DE6255* NAD 83(CORS)-  39 32 16.45097(N)    119 53 08.88077(W)     ADJUSTED  
 DE6255* NAVD 88     -                                                        
 DE6255  ___________________________________________________________________
 DE6255  EPOCH DATE  -        2002.00
 DE6255  X           -  -2,454,845.470 (meters)                     COMP
 DE6255  Y           -  -4,271,556.527 (meters)                     COMP
 DE6255  Z           -   4,039,524.568 (meters)                     COMP
 DE6255  ELLIP HEIGHT-        1531.26  (meters)          (06/??/02) GPS OBS
 DE6255  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 DE6255
 DE6255  HORZ ORDER  -  SPECIAL (CORS)
 DE6255  ELLP ORDER  -  SPECIAL (CORS)
 DE6255
 DE6255.ITRF positions are available for this station.
 DE6255.The coordinates were established by GPS observations
 DE6255.and adjusted by the National Geodetic Survey in June 2002..
 DE6255.The coordinates are valid at the epoch date displayed above.
 DE6255.The epoch date for horizontal control is a decimal equivalence
 DE6255.of Year/Month/Day.
 DE6255
 DE6255
 DE6255.The PID for the CORS ARP is DE6254.
 DE6255
 DE6255.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6255
 DE6255.The ellipsoidal height was determined by GPS observations
 DE6255.and is referenced to NAD 83.
 DE6255
 DE6255.The geoid height was determined by GEOID03.
 DE6255
 DE6255;                    North         East     Units Scale Factor Converg.
 DE6255;SPC NV W     - 4,532,121.016   688,040.591   MT  1.00005428   -0 49 45.2
 DE6255;SPC NV W     -14,869,133.70  2,257,346.51   sFT  1.00005428   -0 49 45.2
 DE6255
 DE6255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6255!SPC NV W     -   0.99975982  x   1.00005428  =   0.99981409
 DE6255
 DE6255                          SUPERSEDED SURVEY CONTROL
 DE6255
 DE6255.No superseded survey control is available for this station.
 DE6255
 DE6255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD5199680449(NAD 83)
 DE6255_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE6255
 DE6255                          STATION DESCRIPTION
 DE6255
 DE6255'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE6255'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6255'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6255'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6255'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6255'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JP0392 ***********************************************************************
 JP0392  DESIGNATION -  NYALA
 JP0392  PID         -  JP0392
 JP0392  STATE/COUNTY-  NV/NYE
 JP0392  USGS QUAD   -  THE WALL SE (1968)
 JP0392
 JP0392                         *CURRENT SURVEY CONTROL
 JP0392  ___________________________________________________________________
 JP0392* NAD 83(1994)-  38 17 23.17433(N)    115 46 23.02498(W)     ADJUSTED  
 JP0392* NAVD 88     -      1459.     (meters)    4787.     (feet)  SCALED    
 JP0392  ___________________________________________________________________
 JP0392  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 JP0392  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 JP0392
 JP0392  HORZ ORDER  -  FIRST
 JP0392
 JP0392.The horizontal coordinates were established by classical geodetic methods
 JP0392.and adjusted by the National Geodetic Survey in June 1998..
 JP0392
 JP0392.The orthometric height was scaled from a topographic map.
 JP0392
 JP0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 JP0392
 JP0392.The geoid height was determined by GEOID03.
 JP0392
 JP0392;                    North         East     Units Scale Factor Converg.
 JP0392;SPC NV C     - 6,393,142.466   578,170.537   MT  0.99997523   +0 33 13.5
 JP0392;SPC NV C     -20,974,834.91  1,896,881.17   sFT  0.99997523   +0 33 13.5
 JP0392;UTM  11      - 4,238,678.404   607,298.509   MT  0.99974179   +0 45 37.2
 JP0392
 JP0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JP0392!SPC NV C     -   0.99977489  x   0.99997523  =   0.99975012
 JP0392!UTM  11      -   0.99977489  x   0.99974179  =   0.99951673
 JP0392
 JP0392:                Primary Azimuth Mark                     Grid Az
 JP0392:SPC NV C     -  NYALA AZ MK                              235 54 14.2
 JP0392:UTM  11      -  NYALA AZ MK                              235 41 50.5
 JP0392
 JP0392|---------------------------------------------------------------------|
 JP0392| PID    Reference Object                     Distance      Geod. Az  |
 JP0392|                                                           dddmmss.s |
 JP0392| DD5556 NYALA AZ MK                                        2362727.7 |
 JP0392| DD5557 NYALA RM 1                           33.493 METERS 29145     |
 JP0392| DD5558 NYALA RM 2                           45.435 METERS 35534     |
 JP0392|---------------------------------------------------------------------|
 JP0392
 JP0392                          SUPERSEDED SURVEY CONTROL
 JP0392
 JP0392  NAD 83(1986)-  38 17 23.16797(N)    115 46 23.02826(W) AD(       ) 1
 JP0392  NAD 27      -  38 17 23.40900(N)    115 46 19.89800(W) AD(       ) 1
 JP0392
 JP0392.Superseded values are not recommended for survey control.
 JP0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JP0392.See file dsdata.txt to determine how the superseded data were derived.
 JP0392
 JP0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPC0729938678(NAD 83)
 JP0392_MARKER: DS = TRIANGULATION STATION DISK
 JP0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JP0392
 JP0392  HISTORY     - Date     Condition        Report By
 JP0392  HISTORY     - 1939     MONUMENTED       CGS
 JP0392  HISTORY     - 1961     GOOD             USFS
 JP0392
 JP0392                          STATION DESCRIPTION
 JP0392
 JP0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 JP0392'STATION IS ABOUT 6 MILES N OF NYALA POST OFFICE, 18 MILES S OF
 JP0392'LOCKE RANCH, ABOUT 50 FEET NW OF A LITTLE SAND KNOLL WHICH
 JP0392'IS 7 FEET HIGHER THAN SURROUNDING FLATS.
 JP0392'
 JP0392'STATION MARK IS STANDARD DISK SET IN 12-INCH SQUARE CONCRETE
 JP0392'POST, STAMPED NYALA 1939, PROJECTS 8 INCHES.  UNDERGROUND
 JP0392'STATION MARK IS STANDARD STATION DISK SET 36 INCHES BELOW
 JP0392'SURFACE.
 JP0392'
 JP0392'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK SET IN 12-INCH
 JP0392'SQUARE CONCRETE POST, WNW OF STATION, STAMPED
 JP0392'NYALA NO. 1 1939, PROJECTS 8 INCHES.  REFERENCE MARK NO. 2 IS
 JP0392'STANDARD REFERENCE DISK SET IN 12-INCH SQUARE CONCRETE POST,
 JP0392'N OF STATION, STAMPED NYALA NO. 2 1939, PROJECTS
 JP0392'8 INCHES.
 JP0392'
 JP0392'AZIMUTH MARK IS STANDARD AZIMUTH DISK SET IN 12-INCH SQUARE
 JP0392'CONCRETE POST, 1,020 YARDS SW OF STATION, 10 FEET W
 JP0392'OF TRACK ROAD TO STATION, STAMPED NYALA 1939, PROJECTS 8 INCHES.
 JP0392'
 JP0392'BAROMETRIC ELEVATION OF STATION, 4,800 FEET, BAROMETER NO. 1.
 JP0392'
 JP0392'THERE IS A 4 X 4-INCH STAKE, PAINTED WHITE, SET 1.95 METERS
 JP0392'(3.92 FEET) NE OF STATION, PROJECTS 2.1 FEET.
 JP0392'
 JP0392'ALSO A 4 X 4-INCH STAKE, PAINTED WHITE, SET 1.387 METERS (4.55
 JP0392'FEET) WNW OF AZIMUTH MARK, PROJECTS 2.0 FEET.
 JP0392'
 JP0392'TO REACH FROM LOCKE RANCH GO S ON CEDAR PIPE LINE CAMP ROAD FOR
 JP0392'6.3 MILES AND KEEP RIGHT FORK S, GO 5.7 MILES AND TAKE LEFT FORK
 JP0392'S, KEEP MAIN-TRAVELED ROAD S 7.1 MILES AND TAKE LEFT FORK SE,
 JP0392'GO 0.6 MILE AND CROSS WASH, GO 1.7 MILES AND TURN LEFT, NE, OFF
 JP0392'ROAD, FOLLOW TRACKS NE FOR 2.6 MILES TO HIGHEST POINT IN
 JP0392'VICINITY AND STATION, 50 FEET NW OF A 7-FOOT SAND DUNE.
 JP0392
 JP0392                          STATION RECOVERY (1961)
 JP0392
 JP0392'RECOVERY NOTE BY US FOREST SERVICE 1961 (RLG)
 JP0392'THE STATION WAS FOUND AS DESCRIBED
 JP0392'
 JP0392'BEGINNING AT NYALA RANCH IN THE SOUTHEAST END OF RAILROAD
 JP0392'VALLEY, GO NORTH ON NEVADA STATE HIGHWAY 20 FOR 2.5 MILES TO
 JP0392'BLADED SISMOGRAPH ROAD GOING IN A WESTERLY DIRECTION, TURN
 JP0392'LEFT TRAVELING WEST ON ROAD FOR 6.87 MILES.  PASSING SEVERAL
 JP0392'CROSSROADS TAKE COMPASS BEARING DUE SOUTH TRAVEL FOR .6 MILE.
 JP0392'CROSS COUNTRY TO SAND DUNE AND STATION ON WEST SIDE AS
 JP0392'DESCRIBED.  FOUND IN GOOD CONDITION.  BOTH R.M. IN PLACE.
 JP0392'
 JP0392'DATE RECOVERED, 10/24/61 R.L.G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0559 ***********************************************************************
 JQ0559  DESIGNATION -  NYB 015
 JQ0559  PID         -  JQ0559
 JQ0559  STATE/COUNTY-  NV/NYE
 JQ0559  USGS QUAD   -  MOORES STATION SW (1982)
 JQ0559
 JQ0559                         *CURRENT SURVEY CONTROL
 JQ0559  ___________________________________________________________________
 JQ0559* NAD 83(1994)-  38 30 35.12171(N)    116 08 43.30465(W)     ADJUSTED  
 JQ0559* NAVD 88     -      2224.     (meters)    7297.     (feet)  SCALED    
 JQ0559  ___________________________________________________________________
 JQ0559  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 JQ0559  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 JQ0559
 JQ0559  HORZ ORDER  -  THIRD
 JQ0559
 JQ0559.The horizontal coordinates were established by classical geodetic methods
 JQ0559.and adjusted by the National Geodetic Survey in June 1998..
 JQ0559.No horizontal observational check was made to the station.
 JQ0559
 JQ0559.The orthometric height was scaled from a topographic map.
 JQ0559
 JQ0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0559
 JQ0559.The geoid height was determined by GEOID03.
 JQ0559
 JQ0559;                    North         East     Units Scale Factor Converg.
 JQ0559;SPC NV C     - 6,417,310.336   545,464.274   MT  0.99992545   +0 19 28.5
 JQ0559;SPC NV C     -21,054,125.66  1,789,577.37   sFT  0.99992545   +0 19 28.5
 JQ0559;SPC NV E     - 8,417,331.243   150,983.987   MT  0.99992958   -0 20 59.8
 JQ0559;SPC NV E     -27,615,860.92    495,353.30   sFT  0.99992958   -0 20 59.8
 JQ0559;UTM  11      - 4,262,722.009   574,513.155   MT  0.99966837   +0 31 55.8
 JQ0559
 JQ0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0559!SPC NV C     -   0.99965483  x   0.99992545  =   0.99958030
 JQ0559!SPC NV E     -   0.99965483  x   0.99992958  =   0.99958443
 JQ0559!UTM  11      -   0.99965483  x   0.99966837  =   0.99932331
 JQ0559
 JQ0559                          SUPERSEDED SURVEY CONTROL
 JQ0559
 JQ0559  NAD 83(1986)-  38 30 35.11783(N)    116 08 43.30691(W) AD(       ) 3
 JQ0559  NAD 27      -  38 30 35.35965(N)    116 08 40.11980(W) AD(       ) 3
 JQ0559
 JQ0559.Superseded values are not recommended for survey control.
 JQ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0559.See file dsdata.txt to determine how the superseded data were derived.
 JQ0559
 JQ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC7451362722(NAD 83)
 JQ0559_MARKER: I = METAL ROD
 JQ0559_SETTING: 0 = UNSPECIFIED SETTING
 JQ0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JQ0559
 JQ0559  HISTORY     - Date     Condition        Report By
 JQ0559  HISTORY     - 1967     MONUMENTED       NVDH
 JQ0559
 JQ0559                          STATION DESCRIPTION
 JQ0559
 JQ0559'DESCRIBED BY NEVADA DEPARTMENT OF HIGHWAYS 1967 (JAB)
 JQ0559'STATION IS A NEVADA HIGHWAY DEPARTMENT PIN STAMPED NYB 015,
 JQ0559'73.45 FT. (22.387) FROM STATION GRAND USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0769 ***********************************************************************
 GS0769  DESIGNATION -  NYE
 GS0769  PID         -  GS0769
 GS0769  STATE/COUNTY-  NV/NYE
 GS0769  USGS QUAD   -  WAHGUYHE PEAK (1987)
 GS0769
 GS0769                         *CURRENT SURVEY CONTROL
 GS0769  ___________________________________________________________________
 GS0769* NAD 83(1994)-  36 56 23.05463(N)    117 06 18.67505(W)     ADJUSTED  
 GS0769* NAVD 88     -      2631.     (meters)    8632.     (feet)  SCALED    
 GS0769  ___________________________________________________________________
 GS0769  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 GS0769  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 GS0769
 GS0769  HORZ ORDER  -  THIRD
 GS0769
 GS0769.The horizontal coordinates were established by classical geodetic methods
 GS0769.and adjusted by the National Geodetic Survey in June 1998..
 GS0769
 GS0769.The orthometric height was scaled from a topographic map.
 GS0769
 GS0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0769
 GS0769.The geoid height was determined by GEOID03.
 GS0769
 GS0769;                    North         East     Units Scale Factor Converg.
 GS0769;SPC NV C     - 6,243,030.414   460,939.543   MT  0.99991879   -0 15 48.8
 GS0769;SPC NV C     -20,482,342.28  1,512,265.82   sFT  0.99991879   -0 15 48.8
 GS0769;SPC CA 4     -   679,915.753 2,168,775.013   MT  0.99995572   +1 07 49.5
 GS0769;SPC CA 4     - 2,230,690.27  7,115,389.36   sFT  0.99995572   +1 07 49.5
 GS0769;UTM  11      - 4,088,192.445   490,633.446   MT  0.99960108   -0 03 47.6
 GS0769
 GS0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0769!SPC NV C     -   0.99959151  x   0.99991879  =   0.99951033
 GS0769!SPC CA 4     -   0.99959151  x   0.99995572  =   0.99954724
 GS0769!UTM  11      -   0.99959151  x   0.99960108  =   0.99919275
 GS0769
 GS0769:                Primary Azimuth Mark                     Grid Az
 GS0769:SPC NV C     -  VINE                                     032 00 43.6
 GS0769:SPC CA 4     -  VINE                                     030 37 05.3
 GS0769:UTM  11      -  VINE                                     031 48 42.4
 GS0769
 GS0769|---------------------------------------------------------------------|
 GS0769| PID    Reference Object                     Distance      Geod. Az  |
 GS0769|                                                           dddmmss.s |
 GS0769| GS0773 VINE                                APPROX. 7.2 KM 0314454.8 |
 GS0769| GS0770 VON SCHMIDT 420 MI 70 CHN POST      398.459 METERS 04651     |
 GS0769| GS0798 TELESCOPE PEAK                      APPROX.85.4 KM 1790205.9 |
 GS0769|---------------------------------------------------------------------|
 GS0769
 GS0769                          SUPERSEDED SURVEY CONTROL
 GS0769
 GS0769  NAD 83(1992)-  36 56 23.03751(N)    117 06 18.67302(W) AD(       ) 3
 GS0769  NAD 83(1986)-  36 56 23.03590(N)    117 06 18.67805(W) AD(       ) 3
 GS0769  NAD 27      -  36 56 23.24300(N)    117 06 15.44000(W) AD(       ) 3
 GS0769
 GS0769.Superseded values are not recommended for survey control.
 GS0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0769.See file dsdata.txt to determine how the superseded data were derived.
 GS0769
 GS0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA9063388192(NAD 83)
 GS0769
 GS0769  HISTORY     - Date     Condition        Report By
 GS0769  HISTORY     - 1895     MONUMENTED       CGS
 GS0769
 GS0769                          STATION DESCRIPTION
 GS0769
 GS0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS)
 GS0769'STATION IS ON THE HIGHEST POINT OF SHARP PEAK SE OF AND ABOUT 100
 GS0769'FEET LONGER THAN GRAPE.  IT IS 400 METERS SW OF THE NUT PINE
 GS0769'POST MARKED 420 M 70 CH OF THE VON SCHMIDT LINE.
 GS0769'
 GS0769'STATION IS MARKED BY A DRILL HOLE IN THE ROCK AND CAIRN OF
 GS0769'STONES AROUND FOOT OF POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0451 ***********************************************************************
 KQ0451  DESIGNATION -  NYE
 KQ0451  PID         -  KQ0451
 KQ0451  STATE/COUNTY-  NV/LANDER
 KQ0451  USGS QUAD   -  REESE RIVER BUTTE (1988)
 KQ0451
 KQ0451                         *CURRENT SURVEY CONTROL
 KQ0451  ___________________________________________________________________
 KQ0451* NAD 83(1994)-  39 09 47.60437(N)    117 19 57.27173(W)     ADJUSTED  
 KQ0451* NAVD 88     -      2039.2    (meters)    6690.     (feet)  VERTCON   
 KQ0451  ___________________________________________________________________
 KQ0451  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 KQ0451  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 KQ0451
 KQ0451  HORZ ORDER  -  SECOND
 KQ0451
 KQ0451.The horizontal coordinates were established by classical geodetic methods
 KQ0451.and adjusted by the National Geodetic Survey in June 1998..
 KQ0451
 KQ0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0451
 KQ0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0451
 KQ0451.The geoid height was determined by GEOID03.
 KQ0451
 KQ0451;                    North         East     Units Scale Factor Converg.
 KQ0451;SPC NV C     - 6,489,928.460   442,452.974   MT  0.99994076   -0 25 14.0
 KQ0451;SPC NV C     -21,292,373.62  1,451,614.47   sFT  0.99994076   -0 25 14.0
 KQ0451;UTM  11      - 4,334,942.580   471,267.956   MT  0.99961016   -0 12 36.1
 KQ0451
 KQ0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0451!SPC NV C     -   0.99968365  x   0.99994076  =   0.99962443
 KQ0451!UTM  11      -   0.99968365  x   0.99961016  =   0.99929394
 KQ0451
 KQ0451|---------------------------------------------------------------------|
 KQ0451| PID    Reference Object                     Distance      Geod. Az  |
 KQ0451|                                                           dddmmss.s |
 KQ0451| DB2179 NYE RM 1                              3.770 METERS 02024     |
 KQ0451| DB2178 NYE AZ MK                                          1215123.3 |
 KQ0451| KQ0452 BOUNDARY CNTY LANDER NYE             18.525 METERS 24328     |
 KQ0451| DB2180 NYE RM 2                              5.088 METERS 24747     |
 KQ0451|---------------------------------------------------------------------|
 KQ0451
 KQ0451                          SUPERSEDED SURVEY CONTROL
 KQ0451
 KQ0451  NAD 83(1986)-  39 09 47.61213(N)    117 19 57.26488(W) AD(       ) 2
 KQ0451  NAD 27      -  39 09 47.87500(N)    117 19 53.92800(W) AD(       ) 2
 KQ0451  NGVD 29 (03/11/99) 2037.9    (m)         6686.     (f) VERT ANG       
 KQ0451
 KQ0451.Superseded values are not recommended for survey control.
 KQ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0451.See file dsdata.txt to determine how the superseded data were derived.
 KQ0451
 KQ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD7126834943(NAD 83)
 KQ0451_MARKER: DS = TRIANGULATION STATION DISK
 KQ0451_SETTING: 66 = SET IN ROCK OUTCROP
 KQ0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KQ0451+STABILITY: POSITION/ELEVATION WELL
 KQ0451
 KQ0451  HISTORY     - Date     Condition        Report By
 KQ0451  HISTORY     - 1954     MONUMENTED       CGS
 KQ0451  HISTORY     - 1955     GOOD             USGS
 KQ0451
 KQ0451                          STATION DESCRIPTION
 KQ0451
 KQ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0451'THE STATION IS LOCATED ABOUT 28 MILES SOUTHWEST OF AUSTIN, 21
 KQ0451'MILES NORTHEAST OF THE IONE POST OFFICE, 8-1/2 MILES SOUTH-SOUTHWEST
 KQ0451'OF THE VISBEEK RANCH AND 1 MILE EAST OF THE REESE RIVER.  IT
 KQ0451'IS ON A ROCKY BUTTE STANDING ALONE IN THE VALLEY.
 KQ0451'
 KQ0451'TO REACH FROM THE POST OFFICE IN AUSTIN, GO WESTERLY ON U.S.
 KQ0451'HIGHWAY 50 FOR 9.3 MILES TO A GRAVELED ROAD LEFT AND SIGN
 KQ0451'VISBEEK 20 OTOOLE 25 IONE.  TURN LEFT, SOUTH, AND FOLLOW
 KQ0451'MAIN ROAD FOR 13-1/2 MILES TO THE ENTRANCE TO THE VISBEEK
 KQ0451'RANCH HOUSE.  CONTINUE SOUTHERLY FOR 5.8 MILES TO A FORK
 KQ0451'AND SIGN COTTONWOOD CR SAN JUAN CR WASHINGTON CR.  KEEP
 KQ0451'RIGHT FORK, SOUTH, FOR 3-1/2 MILES TO A SECOND SIGN (SAME
 KQ0451'AS ABOVE).  TURN LEFT, EAST, ON THE NORTH SIDE OF A CORRAL,
 KQ0451'AND GO 0.1 MILE (CROSSING THE STREAM) TO A WIRE GATE.  PASS
 KQ0451'THROUGH AND GO 0.1 MILE TO 3 FORKS, TAKE THE MIDDLE ONE OF
 KQ0451'THE FORKS, GO EAST AND NORTHEAST FOR 0.9 MILE TO A FORK,
 KQ0451'THENCE TAKE THE LEFT FORK FOR 1 MILE.  LEAVE THE ROAD,
 KQ0451'TURN LEFT, WEST, CROSS-COUNTRY, FOR 0.4 MILE TO THE
 KQ0451'AZIMUTH MARK WHICH IS JUST NORTHWEST OF A HUGE OUTCROP.
 KQ0451'CONTINUE WEST-NORTHWEST FOR 0.3 MILE TO THE BASE OF THE BUTTE AND
 KQ0451'THE END OF TRUCK TRAVEL.  PACK WEST TO THE TOP OF THE
 KQ0451'BUTTE AND THE STATION, WHICH IS ABOUT 20 PACES
 KQ0451'EAST-NORTHEAST OF THE SUMMIT AND THE COUNTY LINE
 KQ0451'MARKER.  THIS IS ABOUT A 10 MINUTE PACK.
 KQ0451'
 KQ0451'THE STATION AND ALL MARKS ARE STANDARD DISKS CEMENTED IN
 KQ0451'DRILL HOLES IN OUTCROPPING BEDROCK.
 KQ0451'
 KQ0451'THE STATION MARK, STAMPED NYE 1954, IS ABOUT 4 FEET LOWER
 KQ0451'THAN THE HIGHEST POINT OF THE BUTTE.
 KQ0451'
 KQ0451'REFERENCE MARK 1, STAMPED NYE NO 1 1954, IS ABOUT 3 FEET
 KQ0451'HIGHER THAN THE STATION.  A STEEP DROP-OFF IS AT THE NORTHWEST
 KQ0451'EDGE OF THE MARK.
 KQ0451'
 KQ0451'REFERENCE MARK 2, STAMPED NYE NO 2 1954, IS ABOUT 2-1/2 FEET
 KQ0451'LOWER THAN THE STATION.
 KQ0451'
 KQ0451'THE LANDER-NYE COUNTY LINE MARKER IS A 1 1/4-INCH PIPE SET
 KQ0451'IN CONCRETE AND PROJECTS 2 FEET.  THE PRINTING LANDER-NYE
 KQ0451'IS IN THE CONCRETE BASE.
 KQ0451'
 KQ0451'THE AZIMUTH MARK, STAMPED NYE 1954, IS JUST NORTHWEST OF A
 KQ0451'HUGE OUTCROP, ABOUT 50 PACES NORTHWEST OF THE HIGH POINT
 KQ0451'OF THE OUTCROP.  THE MARK IS 2 FEET SOUTH OF A WITNESS POST
 KQ0451'AND THE ROCK PROJECTS ABOUT 3 FEET ABOVE THE GROUND.
 KQ0451
 KQ0451                          STATION RECOVERY (1955)
 KQ0451
 KQ0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KQ0451'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-2 STATION 1009.
 KQ0451'STATION MARK--STANDARD DISC STAMPED---NYE 1954---CEMENTED IN DRILL
 KQ0451'HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR2002 ***********************************************************************
 GR2002  DESIGNATION -  NYE
 GR2002  PID         -  GR2002
 GR2002  STATE/COUNTY-  NV/LINCOLN
 GR2002  USGS QUAD   -  AYSEES PEAK (1973)
 GR2002
 GR2002                         *CURRENT SURVEY CONTROL
 GR2002  ___________________________________________________________________
 GR2002* NAD 83(1994)-  36 59 10.44279(N)    115 52 16.79727(W)     ADJUSTED  
 GR2002* NAVD 88     -      1599.3    (meters)    5247.     (feet)  VERTCON   
 GR2002  ___________________________________________________________________
 GR2002  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 GR2002  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 GR2002
 GR2002  HORZ ORDER  -  THIRD
 GR2002
 GR2002.The horizontal coordinates were established by classical geodetic methods
 GR2002.and adjusted by the National Geodetic Survey in June 1998..
 GR2002
 GR2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR2002
 GR2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR2002
 GR2002.The geoid height was determined by GEOID03.
 GR2002
 GR2002;                    North         East     Units Scale Factor Converg.
 GR2002;SPC NV E     - 8,248,138.893   174,362.619   MT  0.99990809   -0 10 23.8
 GR2002;SPC NV E     -27,060,769.02    572,054.69   sFT  0.99990809   -0 10 23.8
 GR2002;UTM  11      - 4,093,940.522   600,444.301   MT  0.99972429   +0 40 44.7
 GR2002
 GR2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR2002!SPC NV E     -   0.99975321  x   0.99990809  =   0.99966133
 GR2002!UTM  11      -   0.99975321  x   0.99972429  =   0.99947757
 GR2002
 GR2002|---------------------------------------------------------------------|
 GR2002| PID    Reference Object                     Distance      Geod. Az  |
 GR2002|                                                           dddmmss.s |
 GR2002| CS8795 NYE RM 1                              6.517 METERS 23429     |
 GR2002| CS8796 NYE RM 2                             11.003 METERS 32601     |
 GR2002|---------------------------------------------------------------------|
 GR2002
 GR2002                          SUPERSEDED SURVEY CONTROL
 GR2002
 GR2002  NAD 83(1992)-  36 59 10.44466(N)    115 52 16.80382(W) AD(       ) 3
 GR2002  NGVD 29 (02/14/94) 1598.4    (m)         5244.     (f) VERT ANG       
 GR2002
 GR2002.Superseded values are not recommended for survey control.
 GR2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR2002.See file dsdata.txt to determine how the superseded data were derived.
 GR2002
 GR2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA0044493941(NAD 83)
 GR2002_MARKER: DS = TRIANGULATION STATION DISK
 GR2002_SETTING: 80 = SET IN A BOULDER
 GR2002_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GR2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR2002+STABILITY: SURFACE MOTION
 GR2002
 GR2002  HISTORY     - Date     Condition        Report By
 GR2002  HISTORY     - 1959     MONUMENTED       USGS
 GR2002
 GR2002                          STATION DESCRIPTION
 GR2002
 GR2002'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GR2002'LOCATED 23.7 MI NE. OF MERCURY, 9.2 MI NE. OF SOUTH TIP OF YUCCA
 GR2002'LAKE (DRY), 1 MI W. OF NYE CANYON.  ON HIGHEST PART OF PROMINENT
 GR2002'BUTTE.
 GR2002'
 GR2002'REACHED BY HELICOPTER.
 GR2002'
 GR2002'STATION MARK--STANDARD TALET STAMPED---NYE 1959---, CEMENTED IN
 GR2002'DRILL HOLE IN ROCK IN PLACE PROJECTING 0.3 FT. ABOVE GROUND.
 GR2002'
 GR2002'RM 1--STANDARD RM TABLET STAMPED---NO 1 1959---, CEMENTED IN DRILL
 GR2002'HOLE IN LARGE ROCK IN PLACE.
 GR2002'
 GR2002'RM 2--STANDARD RM TABLET STAMPED---NO 2 1959---, CEMENTED IN DRILL
 GR2002'HOLE IN LARGE ROCK IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0564 ***********************************************************************
 KQ0564  DESIGNATION -  NYEKA
 KQ0564  PID         -  KQ0564
 KQ0564  STATE/COUNTY-  NV/NYE
 KQ0564  USGS QUAD   -  COCKALORUM SPRING (1990)
 KQ0564
 KQ0564                         *CURRENT SURVEY CONTROL
 KQ0564  ___________________________________________________________________
 KQ0564* NAD 83(1994)-  39 07 48.35073(N)    116 07 48.44605(W)     ADJUSTED  
 KQ0564* NAVD 88     -      2242.1    (meters)    7356.     (feet)  VERTCON   
 KQ0564  ___________________________________________________________________
 KQ0564  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 KQ0564  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 KQ0564
 KQ0564  HORZ ORDER  -  THIRD
 KQ0564
 KQ0564.The horizontal coordinates were established by classical geodetic methods
 KQ0564.and adjusted by the National Geodetic Survey in June 1998..
 KQ0564
 KQ0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0564
 KQ0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0564
 KQ0564.The geoid height was determined by GEOID03.
 KQ0564
 KQ0564;                    North         East     Units Scale Factor Converg.
 KQ0564;SPC NV C     - 6,486,177.112   546,389.035   MT  0.99992649   +0 20 19.0
 KQ0564;SPC NV C     -21,280,066.07  1,792,611.36   sFT  0.99992649   +0 20 19.0
 KQ0564;SPC NV E     - 8,486,182.398   152,724.943   MT  0.99992751   -0 20 42.3
 KQ0564;SPC NV E     -27,841,750.08    501,065.08   sFT  0.99992751   -0 20 42.3
 KQ0564;UTM  11      - 4,331,574.001   575,186.558   MT  0.99966960   +0 32 56.4
 KQ0564
 KQ0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0564!SPC NV C     -   0.99965171  x   0.99992649  =   0.99957823
 KQ0564!SPC NV E     -   0.99965171  x   0.99992751  =   0.99957925
 KQ0564!UTM  11      -   0.99965171  x   0.99966960  =   0.99932143
 KQ0564
 KQ0564                          SUPERSEDED SURVEY CONTROL
 KQ0564
 KQ0564  NAD 83(1986)-  39 07 48.34890(N)    116 07 48.44576(W) AD(       ) 3
 KQ0564  NGVD 29 (04/13/94) 2240.8    (m)         7352.     (f) VERT ANG       
 KQ0564
 KQ0564.Superseded values are not recommended for survey control.
 KQ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0564.See file dsdata.txt to determine how the superseded data were derived.
 KQ0564
 KQ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SND7518731574(NAD 83)
 KQ0564_MARKER: DS = TRIANGULATION STATION DISK
 KQ0564_SETTING: 0 = UNSPECIFIED SETTING
 KQ0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KQ0564
 KQ0564  HISTORY     - Date     Condition        Report By
 KQ0564  HISTORY     - 1955     MONUMENTED       USGS
 KQ0564
 KQ0564                          STATION DESCRIPTION
 KQ0564
 KQ0564'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KQ0564'LOCATED ABOUT 31 MI. NW. OF DUCKWATER, 25 MI. SW. OF EUREKA, ON
 KQ0564'HIGHEST PART OF A LOW MOUNTAIN TOP.
 KQ0564'
 KQ0564'TO REACH FROM EUREKA POST OFFICE, DRIVE S. ON U.S. HIGHWAY 50 FOR 9.4
 KQ0564'MI. TO DIRT T-RD., TURN RIGHT (S.) 8.1 MI. TO Y-RD., TURN RIGHT (SW.)
 KQ0564'0.2 MI. TO Y-RD., TAKE LEFT FORK (S.) 0.5 MI. TO Y-RD., TURN RIGHT
 KQ0564'5.4 MI. TO 3-WAY RD., TURN LEFT (SW.) 8.1 MI. TO Y-RD., GO RIGHT (W.)
 KQ0564'0.3 MI. TO Y-RD., GO RIGHT (NW.) 0.9 MI. TO Y-RD., TAKE RIGHT FORK
 KQ0564'(N.) 0.2 MI. TO Y-RD., TURN RIGHT (N.) 0.3 MI. TO Y-RD., TAKE RIGHT
 KQ0564'FORK (N.) 0.1 MI., TURN RIGHT (E.) OFF RD. AND GO ACROSS COUNTRY
 KQ0564'0.4 MI. TO HILLSIDE.  PACK E. TO HIGHEST PART AND STATION.
 KQ0564'ABOUT A 20 MINUTE PACK.
 KQ0564'
 KQ0564'STATION MARK  A STANDARD TABLET STAMPED----NYEKA 1955----CEMENTED IN
 KQ0564'TOP OF SMALL QUARTZITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1020 ***********************************************************************
 KR1020  DESIGNATION -  O 10
 KR1020  PID         -  KR1020
 KR1020  STATE/COUNTY-  NV/LYON
 KR1020  USGS QUAD   -  NEW EMPIRE (1994)
 KR1020
 KR1020                         *CURRENT SURVEY CONTROL
 KR1020  ___________________________________________________________________
 KR1020* NAD 83(1986)-  39 14 01.     (N)    119 37 35.     (W)     SCALED    
 KR1020* NAVD 88     -      1397.69   (+/-2cm)    4585.6    (feet)  VERTCON   
 KR1020  ___________________________________________________________________
 KR1020  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 KR1020
 KR1020  VERT ORDER  -  FIRST     CLASS II (See Below)
 KR1020
 KR1020.The horizontal coordinates were scaled from a topographic map and have
 KR1020.an estimated accuracy of +/- 6 seconds.
 KR1020
 KR1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 KR1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KR1020.The vertical order pertains to the NGVD 29 superseded value.
 KR1020
 KR1020.The geoid height was determined by GEOID03.
 KR1020
 KR1020;                    North         East    Units  Estimated Accuracy
 KR1020;SPC NV W     - 4,498,050.      709,950.      MT  (+/- 180 meters Scaled)
 KR1020
 KR1020                          SUPERSEDED SURVEY CONTROL
 KR1020
 KR1020  NGVD 29 (??/??/92) 1396.617  (m)         4582.07   (f) ADJ UNCH    1 2
 KR1020
 KR1020.Superseded values are not recommended for survey control.
 KR1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1020.See file dsdata.txt to determine how the superseded data were derived.
 KR1020
 KR1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD733459(NAD 83)
 KR1020_MARKER: DB = BENCH MARK DISK
 KR1020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KR1020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KR1020_STAMPING: 4581.992 O 10 1915
 KR1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KR1020
 KR1020  HISTORY     - Date     Condition        Report By
 KR1020  HISTORY     - 1915     MONUMENTED       CGS
 KR1020  HISTORY     - 1953     GOOD             NGS
 KR1020
 KR1020                          STATION DESCRIPTION
 KR1020
 KR1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR1020'2.7 MI W FROM DAYTON.
 KR1020'1.5 MILE SOUTHWEST ALONG U. S. HIGHWAY 50 FROM THE POST OFFICE AT
 KR1020'DAYTON, THENCE 1.2 MILE NORTHWEST ALONG THE RIGHT-OF-WAY OF THE
 KR1020'ABANDONED SOUTHERN PACIFIC RAILROAD, AT A POINT WHERE A TELEGRAPH LINE
 KR1020'CROSSES OVER THE RIGHT-OF-WAY, 193 FEET NORTHWEST OF A Y JUNCTION
 KR1020'FORMED BY THE ABANDONED RAILROAD BED AND A TRACK ROAD LEADING WEST, 29
 KR1020'FEET NORTH OF THE CENTER LINE OF THE RAILROAD BED, 10 1/2 FEET EAST OF
 KR1020'TELEGRAPH POLE NO. 920, 6.0 FEET NORTHEAST OF A WITNESS POST, SCREWED
 KR1020'ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND
 KR1020'AND ABOUT 3 FEET HIGHER THAN THE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0207 ***********************************************************************
 JR0207  DESIGNATION -  O 11
 JR0207  PID         -  JR0207
 JR0207  STATE/COUNTY-  NV/MINERAL
 JR0207  USGS QUAD   -  SCHURZ (1988)
 JR0207
 JR0207                         *CURRENT SURVEY CONTROL
 JR0207  ___________________________________________________________________
 JR0207* NAD 83(1986)-  38 56 58.     (N)    118 48 32.     (W)     SCALED    
 JR0207* NAVD 88     -      1257.70   (+/-2cm)    4126.3    (feet)  VERTCON   
 JR0207  ___________________________________________________________________
 JR0207  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 JR0207
 JR0207  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0207
 JR0207.The horizontal coordinates were scaled from a topographic map and have
 JR0207.an estimated accuracy of +/- 6 seconds.
 JR0207
 JR0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0207.The vertical order pertains to the NGVD 29 superseded value.
 JR0207
 JR0207.The geoid height was determined by GEOID03.
 JR0207
 JR0207;                    North         East    Units  Estimated Accuracy
 JR0207;SPC NV W     - 4,466,010.      780,450.      MT  (+/- 180 meters Scaled)
 JR0207
 JR0207                          SUPERSEDED SURVEY CONTROL
 JR0207
 JR0207  NGVD 29 (??/??/92) 1256.630  (m)         4122.79   (f) ADJ UNCH    1 2
 JR0207
 JR0207.Superseded values are not recommended for survey control.
 JR0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0207.See file dsdata.txt to determine how the superseded data were derived.
 JR0207
 JR0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD432127(NAD 83)
 JR0207_MARKER: Z = SEE DESCRIPTION
 JR0207_SETTING: 0 = UNSPECIFIED SETTING
 JR0207_STAMPING: 4122.836
 JR0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0207
 JR0207  HISTORY     - Date     Condition        Report By
 JR0207  HISTORY     - UNK      MONUMENTED       USGS
 JR0207  HISTORY     - 1934     GOOD             NGS
 JR0207  HISTORY     - 1953     MARK NOT FOUND   USGS
 JR0207
 JR0207                          STATION DESCRIPTION
 JR0207
 JR0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JR0207'AT SCHURZ.
 JR0207'IRON PIPE PROTRUDING 0.1 VERY MUCH MARRED.  BUT CAN BE USED.
 JR0207'STAMPED 4122.836
 JR0207
 JR0207                          STATION RECOVERY (1953)
 JR0207
 JR0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JR0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JR0829 ***********************************************************************
 JR0829  DESIGNATION -  O 11 RESET
 JR0829  PID         -  JR0829
 JR0829  STATE/COUNTY-  NV/MINERAL
 JR0829  USGS QUAD   -  SCHURZ (1988)
 JR0829
 JR0829                         *CURRENT SURVEY CONTROL
 JR0829  ___________________________________________________________________
 JR0829* NAD 83(1986)-  38 56 59.     (N)    118 48 32.     (W)     SCALED    
 JR0829* NAVD 88     -      1257.66   (+/-2cm)    4126.2    (feet)  VERTCON   
 JR0829  ___________________________________________________________________
 JR0829  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 JR0829
 JR0829  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0829
 JR0829.The horizontal coordinates were scaled from a topographic map and have
 JR0829.an estimated accuracy of +/- 6 seconds.
 JR0829
 JR0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0829.The vertical order pertains to the NGVD 29 superseded value.
 JR0829
 JR0829.The geoid height was determined by GEOID03.
 JR0829
 JR0829;                    North         East    Units  Estimated Accuracy
 JR0829;SPC NV W     - 4,466,040.      780,450.      MT  (+/- 180 meters Scaled)
 JR0829
 JR0829                          SUPERSEDED SURVEY CONTROL
 JR0829
 JR0829  NGVD 29 (??/??/92) 1256.59   (m)         4122.7    (f) COMPUTED    1 2
 JR0829
 JR0829.Superseded values are not recommended for survey control.
 JR0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0829.See file dsdata.txt to determine how the superseded data were derived.
 JR0829
 JR0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD432127(NAD 83)
 JR0829_MARKER: DB = BENCH MARK DISK
 JR0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0829_STAMPING: 0 11 RESET 1946
 JR0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0829+STABILITY: SURFACE MOTION
 JR0829
 JR0829  HISTORY     - Date     Condition        Report By
 JR0829  HISTORY     - 1946     MONUMENTED       USGS
 JR0829  HISTORY     - 1953     GOOD             NGS
 JR0829
 JR0829                          STATION DESCRIPTION
 JR0829
 JR0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JR0829'AT SCHURZ.
 JR0829'AT SCHURZ, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 197.2
 JR0829'FEET NORTHWEST OF THE NORTH CORNER OF THE STATION, 178 FEET
 JR0829'SOUTHEAST OF THE CENTER OF THE CROSSING OF U.S. HIGHWAY 95, 17.2
 JR0829'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE TRACK, 12.5 FEET
 JR0829'WEST OF A SWITCHSTAND, 2.0 FEET NORTHEAST OF THE NORTHEAST SIDE
 JR0829'OF AN ARCHED-ROOF WAREHOUSE, 1.9 FEET SOUTHEAST OF A WITNESS
 JR0829'POST, ABOUT 1/2 FOOT LOWER THAN THE TRACKS, FLUSH WITH THE
 JR0829'GROUND, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ0353 ***********************************************************************
 HQ0353  DESIGNATION -  O 15
 HQ0353  PID         -  HQ0353
 HQ0353  STATE/COUNTY-  NV/NYE
 HQ0353  USGS QUAD   -  GOLDFIELD (1987)
 HQ0353
 HQ0353                         *CURRENT SURVEY CONTROL
 HQ0353  ___________________________________________________________________
 HQ0353* NAD 83(1986)-  37 37 49.     (N)    117 08 04.     (W)     SCALED    
 HQ0353* NAVD 88     -      1548.413  (meters)    5080.09   (feet)  ADJUSTED  
 HQ0353  ___________________________________________________________________
 HQ0353  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 HQ0353  DYNAMIC HT  -        1546.695 (meters)    5074.45  (feet)  COMP
 HQ0353  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 HQ0353
 HQ0353  VERT ORDER  -  FIRST     CLASS II
 HQ0353
 HQ0353.The horizontal coordinates were scaled from a topographic map and have
 HQ0353.an estimated accuracy of +/- 6 seconds.
 HQ0353
 HQ0353.The orthometric height was determined by differential leveling
 HQ0353.and adjusted by the National Geodetic Survey in June 1991..
 HQ0353
 HQ0353.The geoid height was determined by GEOID03.
 HQ0353
 HQ0353.The dynamic height is computed by dividing the NAVD 88
 HQ0353.geopotential number by the normal gravity value computed on the
 HQ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0353.degrees latitude (g = 980.6199 gals.).
 HQ0353
 HQ0353.The modeled gravity was interpolated from observed gravity values.
 HQ0353
 HQ0353;                    North         East    Units  Estimated Accuracy
 HQ0353;SPC NV C     - 6,319,670.      458,710.      MT  (+/- 180 meters Scaled)
 HQ0353
 HQ0353                          SUPERSEDED SURVEY CONTROL
 HQ0353
 HQ0353  NGVD 29 (??/??/92) 1547.307  (m)         5076.46   (f) ADJ UNCH    1 2
 HQ0353
 HQ0353.Superseded values are not recommended for survey control.
 HQ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0353.See file dsdata.txt to determine how the superseded data were derived.
 HQ0353
 HQ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB881648(NAD 83)
 HQ0353_MARKER: P = PIPE CAP
 HQ0353_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0353_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0353_STAMPING: O 15 5076.509
 HQ0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0353
 HQ0353  HISTORY     - Date     Condition        Report By
 HQ0353  HISTORY     - UNK      MONUMENTED       CGS
 HQ0353  HISTORY     - 1955     GOOD             NGS
 HQ0353
 HQ0353                          STATION DESCRIPTION
 HQ0353
 HQ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HQ0353'9.8 MI SE FROM GOLDFIELD.
 HQ0353'0.1 MILE NORTH ALONG A GRADED ROAD FROM THE COUNTY COURTHOUSE AT
 HQ0353'GOLDFIELD, THENCE 5.5 MILES SOUTHEAST ALONG A GRADED ROAD, THENCE
 HQ0353'4.2 MILES SOUTH ALONG AN ABANDONED BED OF THE LAS VEGAS AND
 HQ0353'TONOPAH RAILROAD, ON THE INSIDE OF A LONG SWEEPING CURVE, 39 1/2
 HQ0353'FEET WEST OF THE CENTER LINE OF THE RAILROAD BED, 1.2 FEET EAST
 HQ0353'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE RAILROAD BED,
 HQ0353'AND SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0
 HQ0353'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0264 ***********************************************************************
 LS0264  DESIGNATION -  O 155+53
 LS0264  PID         -  LS0264
 LS0264  STATE/COUNTY-  NV/PERSHING
 LS0264  USGS QUAD   -  LOVELOCK (1987)
 LS0264
 LS0264                         *CURRENT SURVEY CONTROL
 LS0264  ___________________________________________________________________
 LS0264* NAD 83(1986)-  40 13 54.     (N)    118 26 34.     (W)     SCALED    
 LS0264* NAVD 88     -      1221.362  (meters)    4007.09   (feet)  ADJUSTED  
 LS0264  ___________________________________________________________________
 LS0264  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 LS0264  DYNAMIC HT  -        1220.371 (meters)    4003.83  (feet)  COMP
 LS0264  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 LS0264
 LS0264  VERT ORDER  -  SECOND    CLASS 0
 LS0264
 LS0264.The horizontal coordinates were scaled from a topographic map and have
 LS0264.an estimated accuracy of +/- 6 seconds.
 LS0264
 LS0264.The orthometric height was determined by differential leveling
 LS0264.and adjusted by the National Geodetic Survey in June 1991..
 LS0264
 LS0264.The geoid height was determined by GEOID03.
 LS0264
 LS0264.The dynamic height is computed by dividing the NAVD 88
 LS0264.geopotential number by the normal gravity value computed on the
 LS0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0264.degrees latitude (g = 980.6199 gals.).
 LS0264
 LS0264.The modeled gravity was interpolated from observed gravity values.
 LS0264
 LS0264;                    North         East    Units  Estimated Accuracy
 LS0264;SPC NV W     - 4,608,340.      811,960.      MT  (+/- 180 meters Scaled)
 LS0264
 LS0264                          SUPERSEDED SURVEY CONTROL
 LS0264
 LS0264  NGVD 29 (??/??/92) 1220.40   (m)         4003.9    (f) COMPUTED    2 0
 LS0264
 LS0264.Superseded values are not recommended for survey control.
 LS0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0264.See file dsdata.txt to determine how the superseded data were derived.
 LS0264
 LS0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE772544(NAD 83)
 LS0264_MARKER: B = BOLT
 LS0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LS0264_SP_SET: CULVERT
 LS0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LS0264
 LS0264  HISTORY     - Date     Condition        Report By
 LS0264  HISTORY     - UNK      MONUMENTED       LOCSUR
 LS0264  HISTORY     - 1951     GOOD             NGS
 LS0264
 LS0264                          STATION DESCRIPTION
 LS0264
 LS0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LS0264'5.35 MI NE FROM LOVELOCK.
 LS0264'3.55 MILES NORTH ALONG CENTRAL STREET FROM THE COURTHOUSE IN LOVELOCK,
 LS0264'THENCE 1.0 MILE EAST ALONG A GRAVEL ROAD, THENCE 0.8 MILE EAST ALONG A
 LS0264'PAVED ROAD, AT CONCRETE CULVERT O 155 + 53, SET IN THE TOP OF THE WEST
 LS0264'END OF THE NORTH CONCRETE HEADWALL OF THE CULVERT OVER AN IRRIGATION
 LS0264'DITCH, 17 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, 21.5 FEET
 LS0264'WEST OF POWER LINE POLE NO. 18683, 9.9 FEET SOUTH OF AN EAST AND WEST
 LS0264'FENCE LINE, 0.3 FEET EAST OF THE WEST END OF THE NORTH CONCRETE
 LS0264'HEADWALL, ABOUT LEVEL WITH THE ROAD, AND PROJECTING 1/2-INCH ABOVE THE
 LS0264'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GS0298 ***********************************************************************
 GS0298  DESIGNATION -  O 16
 GS0298  PID         -  GS0298
 GS0298  STATE/COUNTY-  NV/NYE
 GS0298  USGS QUAD   -  BEATTY (1987)
 GS0298
 GS0298                         *CURRENT SURVEY CONTROL
 GS0298  ___________________________________________________________________
 GS0298* NAD 83(1986)-  36 52 43.     (N)    116 45 13.     (W)     SCALED    
 GS0298* NAVD 88     -       966.526  (meters)    3171.01   (feet)  POSTED    
 GS0298  ___________________________________________________________________
 GS0298  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 GS0298  DYNAMIC HT  -         965.540 (meters)    3167.78  (feet)  COMP
 GS0298  MODELED GRAV-     979,578.4   (mgal)                       NAVD 88
 GS0298
 GS0298  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GS0298
 GS0298.The horizontal coordinates were scaled from a topographic map and have
 GS0298.an estimated accuracy of +/- 6 seconds.
 GS0298
 GS0298.The orthometric height was determined by differential leveling
 GS0298.and adjusted by the National Geodetic Survey in 1992..
 GS0298.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GS0298.rate of 1.1 thru 2.0 mm/km.
 GS0298
 GS0298.The geoid height was determined by GEOID03.
 GS0298
 GS0298.The dynamic height is computed by dividing the NAVD 88
 GS0298.geopotential number by the normal gravity value computed on the
 GS0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0298.degrees latitude (g = 980.6199 gals.).
 GS0298
 GS0298.The modeled gravity was interpolated from observed gravity values.
 GS0298
 GS0298;                    North         East    Units  Estimated Accuracy
 GS0298;SPC NV C     - 6,236,160.      492,250.      MT  (+/- 180 meters Scaled)
 GS0298
 GS0298                          SUPERSEDED SURVEY CONTROL
 GS0298
 GS0298  NGVD 29 (??/??/??)  965.668  (m)         3168.20   (f) ADJUSTED    1 2
 GS0298
 GS0298.Superseded values are not recommended for survey control.
 GS0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0298.See file dsdata.txt to determine how the superseded data were derived.
 GS0298
 GS0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA219814(NAD 83)
 GS0298_MARKER: DB = BENCH MARK DISK
 GS0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0298_STAMPING: 3168.160
 GS0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0298+STABILITY: SURFACE MOTION
 GS0298
 GS0298  HISTORY     - Date     Condition        Report By
 GS0298  HISTORY     - UNK      MONUMENTED       CGS
 GS0298  HISTORY     - 1952     GOOD             NGS
 GS0298  HISTORY     - 1983     MARK NOT FOUND   NGS
 GS0298
 GS0298                          STATION DESCRIPTION
 GS0298
 GS0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GS0298'2.4 MI SE FROM BEATTY.
 GS0298'2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE
 GS0298'AT BEATTY, 0.15 MILE SOUTH OF A JUNCTION WITH A ROAD LEADING
 GS0298'SOUTHWEST, 45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2
 GS0298'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GS0298'POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 GS0298
 GS0298                          STATION RECOVERY (1983)
 GS0298
 GS0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0298'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HP0086 ***********************************************************************
 HP0086  DESIGNATION -  O 2
 HP0086  PID         -  HP0086
 HP0086  STATE/COUNTY-  NV/LINCOLN
 HP0086  USGS QUAD   -  CALIENTE (1980)
 HP0086
 HP0086                         *CURRENT SURVEY CONTROL
 HP0086  ___________________________________________________________________
 HP0086* NAD 83(1986)-  37 33 59.     (N)    114 33 18.     (W)     SCALED    
 HP0086* NAVD 88     -      1300.483  (meters)    4266.67   (feet)  POSTED    
 HP0086  ___________________________________________________________________
 HP0086  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 HP0086  DYNAMIC HT  -        1299.070 (meters)    4262.03  (feet)  COMP
 HP0086  MODELED GRAV-     979,499.3   (mgal)                       NAVD 88
 HP0086
 HP0086  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HP0086
 HP0086.The horizontal coordinates were scaled from a topographic map and have
 HP0086.an estimated accuracy of +/- 6 seconds.
 HP0086
 HP0086.The orthometric height was determined by differential leveling
 HP0086.and adjusted by the National Geodetic Survey in 1992..
 HP0086.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HP0086.rate of 1.1 thru 2.0 mm/km.
 HP0086
 HP0086.The geoid height was determined by GEOID03.
 HP0086
 HP0086.The dynamic height is computed by dividing the NAVD 88
 HP0086.geopotential number by the normal gravity value computed on the
 HP0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HP0086.degrees latitude (g = 980.6199 gals.).
 HP0086
 HP0086.The modeled gravity was interpolated from observed gravity values.
 HP0086
 HP0086;                    North         East    Units  Estimated Accuracy
 HP0086;SPC NV E     - 8,312,980.      290,840.      MT  (+/- 180 meters Scaled)
 HP0086
 HP0086                          SUPERSEDED SURVEY CONTROL
 HP0086
 HP0086  NGVD 29 (??/??/92) 1299.478  (m)         4263.37   (f) ADJ UNCH    1 2
 HP0086
 HP0086.Superseded values are not recommended for survey control.
 HP0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HP0086.See file dsdata.txt to determine how the superseded data were derived.
 HP0086
 HP0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB159605(NAD 83)
 HP0086_MARKER: Z = SEE DESCRIPTION
 HP0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HP0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HP0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HP0086+STABILITY: SURFACE MOTION
 HP0086
 HP0086  HISTORY     - Date     Condition        Report By
 HP0086  HISTORY     - UNK      MONUMENTED       CGS
 HP0086  HISTORY     - 1908     GOOD             NGS
 HP0086  HISTORY     - 1970     MARK NOT FOUND   USGS
 HP0086
 HP0086                          STATION DESCRIPTION
 HP0086
 HP0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1908
 HP0086'IN ETNA.
 HP0086'AT ETNA, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD, 0.2 MILE
 HP0086'SOUTHWEST OF THE POINT OF SWITCH AT THE NORTHEAST END OF THE SIDING,
 HP0086'ABOUT 500 FEET SOUTHEAST OF THE CENTER OF BRIDGE 453 A, 157 FEET
 HP0086'NORTHWEST OF THE CENTER LINE OF THE MAIN TRACK, 57 FEET OUTSIDE THE
 HP0086'RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  THE BOTTOM
 HP0086'OF A SQUARE HOLE IN THE TOP OF A STONE POST, NEAR THE LETTERS USBM.
 HP0086
 HP0086                          STATION RECOVERY (1970)
 HP0086
 HP0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HP0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0131 ***********************************************************************
 MT0131  DESIGNATION -  O 3
 MT0131  PID         -  MT0131
 MT0131  STATE/COUNTY-  NV/ELKO
 MT0131  USGS QUAD   -  MONTELLO (1967)
 MT0131
 MT0131                         *CURRENT SURVEY CONTROL
 MT0131  ___________________________________________________________________
 MT0131* NAD 83(1986)-  41 15 40.     (N)    114 11 30.     (W)     SCALED    
 MT0131* NAVD 88     -      1486.898  (meters)    4878.26   (feet)  ADJUSTED  
 MT0131  ___________________________________________________________________
 MT0131  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 MT0131  DYNAMIC HT  -        1485.748 (meters)    4874.49  (feet)  COMP
 MT0131  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 MT0131
 MT0131  VERT ORDER  -  FIRST     CLASS II
 MT0131
 MT0131.The horizontal coordinates were scaled from a topographic map and have
 MT0131.an estimated accuracy of +/- 6 seconds.
 MT0131
 MT0131.The orthometric height was determined by differential leveling
 MT0131.and adjusted by the National Geodetic Survey in June 1991..
 MT0131
 MT0131.The geoid height was determined by GEOID03.
 MT0131
 MT0131.The dynamic height is computed by dividing the NAVD 88
 MT0131.geopotential number by the normal gravity value computed on the
 MT0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0131.degrees latitude (g = 980.6199 gals.).
 MT0131
 MT0131.The modeled gravity was interpolated from observed gravity values.
 MT0131
 MT0131;                    North         East    Units  Estimated Accuracy
 MT0131;SPC NV E     - 8,723,580.      316,620.      MT  (+/- 180 meters Scaled)
 MT0131
 MT0131                          SUPERSEDED SURVEY CONTROL
 MT0131
 MT0131  NGVD 29 (??/??/92) 1485.798  (m)         4874.66   (f) ADJ UNCH    1 2
 MT0131
 MT0131.Superseded values are not recommended for survey control.
 MT0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0131.See file dsdata.txt to determine how the superseded data were derived.
 MT0131
 MT0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF352715(NAD 83)
 MT0131_MARKER: DB = BENCH MARK DISK
 MT0131_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MT0131+WITH SETTING: PAVEMENT
 MT0131_STAMPING: O 3 4874.658
 MT0131_MARK LOGO: CGS   
 MT0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0131+STABILITY: SURFACE MOTION
 MT0131
 MT0131  HISTORY     - Date     Condition        Report By
 MT0131  HISTORY     - UNK      MONUMENTED       CGS
 MT0131  HISTORY     - 1958     GOOD             NGS
 MT0131  HISTORY     - 1984     GOOD             NGS
 MT0131
 MT0131                          STATION DESCRIPTION
 MT0131
 MT0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MT0131'IN MONTELLO.
 MT0131'AT MONTELLO, ALONG THE SOUTHERN PACIFIC CO. RR, AT THE RAILROAD WATER
 MT0131'TANK IN THE TOP OF THE NORTHWEST CORNER OF THE SOUTHWEST ONE OF THE
 MT0131'TWO NORTHWEST CONCRETE FOUNDATION FOR STEEL LEGS OF THE TANK, 28.2
 MT0131'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SPUR TRACK, 17.5 FEET
 MT0131'NORTHWEST OF THE NORTHWEST EDGE OF A WOODEN PUMPHOUSE UNDER THE TANK,
 MT0131'AND ABOUT LEVEL WITH THE TRACK.
 MT0131
 MT0131                          STATION RECOVERY (1984)
 MT0131
 MT0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MT0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0185 ***********************************************************************
 MT0185  DESIGNATION -  O 4
 MT0185  PID         -  MT0185
 MT0185  STATE/COUNTY-  NV/ELKO
 MT0185  USGS QUAD   -  OXLEY PEAK (1982)
 MT0185
 MT0185                         *CURRENT SURVEY CONTROL
 MT0185  ___________________________________________________________________
 MT0185* NAD 83(1986)-  41 07 36.     (N)    114 59 09.     (W)     SCALED    
 MT0185* NAVD 88     -      1713.099  (meters)    5620.39   (feet)  ADJUSTED  
 MT0185  ___________________________________________________________________
 MT0185  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 MT0185  DYNAMIC HT  -        1711.675 (meters)    5615.72  (feet)  COMP
 MT0185  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 MT0185
 MT0185  VERT ORDER  -  FIRST     CLASS II
 MT0185
 MT0185.The horizontal coordinates were scaled from a topographic map and have
 MT0185.an estimated accuracy of +/- 6 seconds.
 MT0185
 MT0185.The orthometric height was determined by differential leveling
 MT0185.and adjusted by the National Geodetic Survey in June 1991..
 MT0185
 MT0185.The geoid height was determined by GEOID03.
 MT0185
 MT0185.The dynamic height is computed by dividing the NAVD 88
 MT0185.geopotential number by the normal gravity value computed on the
 MT0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0185.degrees latitude (g = 980.6199 gals.).
 MT0185
 MT0185.The modeled gravity was interpolated from observed gravity values.
 MT0185
 MT0185;                    North         East    Units  Estimated Accuracy
 MT0185;SPC NV E     - 8,707,880.      250,170.      MT  (+/- 180 meters Scaled)
 MT0185
 MT0185                          SUPERSEDED SURVEY CONTROL
 MT0185
 MT0185  NGVD 29 (??/??/92) 1711.937  (m)         5616.58   (f) ADJ UNCH    1 2
 MT0185
 MT0185.Superseded values are not recommended for survey control.
 MT0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0185.See file dsdata.txt to determine how the superseded data were derived.
 MT0185
 MT0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF690547(NAD 83)
 MT0185_MARKER: P = PIPE CAP
 MT0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MT0185_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MT0185_STAMPING: 5616.580 O 4
 MT0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0185
 MT0185  HISTORY     - Date     Condition        Report By
 MT0185  HISTORY     - UNK      MONUMENTED       CGS
 MT0185  HISTORY     - 1953     GOOD             NGS
 MT0185
 MT0185                          STATION DESCRIPTION
 MT0185
 MT0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 MT0185'1.5 MI W FROM WELLS.
 MT0185'1.5 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 MT0185'STATION AT WELLS, 131 1/2 FEET NORTH OF THE THIRD POLE WEST OF
 MT0185'MILEPOLE 606, AT THE SOUTHEAST END OF A CUT, ON THE EAST SLOPE OF A
 MT0185'HILL, 183.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 92.6 FEET NORTHWEST
 MT0185'OF THE WEST CORNER OF A CONCRETE SIPHON, 4.5 FEET SOUTHWEST OF A
 MT0185'FENCE, 1.4 FEET SOUTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 MT0185'THE TRACK, AND SCREWED ON TOP OF 3 1/2-INCH IRON PIPE PROJECTING 0.7
 MT0185'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0397 ***********************************************************************
 LQ0397  DESIGNATION -  O 5=4968
 LQ0397  PID         -  LQ0397
 LQ0397  STATE/COUNTY-  NV/ELKO
 LQ0397  USGS QUAD   -  GRINDSTONE MTN (1985)
 LQ0397
 LQ0397                         *CURRENT SURVEY CONTROL
 LQ0397  ___________________________________________________________________
 LQ0397* NAD 83(1986)-  40 42 51.     (N)    115 59 40.     (W)     SCALED    
 LQ0397* NAVD 88     -      1515.337  (meters)    4971.57   (feet)  ADJUSTED  
 LQ0397  ___________________________________________________________________
 LQ0397  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 LQ0397  DYNAMIC HT  -        1514.097 (meters)    4967.50  (feet)  COMP
 LQ0397  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 LQ0397
 LQ0397  VERT ORDER  -  FIRST     CLASS II
 LQ0397
 LQ0397.The horizontal coordinates were scaled from a topographic map and have
 LQ0397.an estimated accuracy of +/- 6 seconds.
 LQ0397
 LQ0397.The orthometric height was determined by differential leveling
 LQ0397.and adjusted by the National Geodetic Survey in June 1991..
 LQ0397
 LQ0397.The geoid height was determined by GEOID03.
 LQ0397
 LQ0397.The dynamic height is computed by dividing the NAVD 88
 LQ0397.geopotential number by the normal gravity value computed on the
 LQ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0397.degrees latitude (g = 980.6199 gals.).
 LQ0397
 LQ0397.The modeled gravity was interpolated from observed gravity values.
 LQ0397
 LQ0397;                    North         East    Units  Estimated Accuracy
 LQ0397;SPC NV E     - 8,661,990.      165,270.      MT  (+/- 180 meters Scaled)
 LQ0397
 LQ0397                          SUPERSEDED SURVEY CONTROL
 LQ0397
 LQ0397  NGVD 29 (??/??/92) 1514.23   (m)         4967.9    (f) COMPUTED    1 2
 LQ0397
 LQ0397.Superseded values are not recommended for survey control.
 LQ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0397.See file dsdata.txt to determine how the superseded data were derived.
 LQ0397
 LQ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNF849075(NAD 83)
 LQ0397_MARKER: Z = SEE DESCRIPTION
 LQ0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LQ0397_SP_SET: ABUTMENT
 LQ0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LQ0397
 LQ0397  HISTORY     - Date     Condition        Report By
 LQ0397  HISTORY     - UNK      MONUMENTED       SPRR
 LQ0397  HISTORY     - 1953     GOOD             NGS
 LQ0397  HISTORY     - 1982     MARK NOT FOUND   USGS
 LQ0397  HISTORY     - 1984     MARK NOT FOUND   NGS
 LQ0397
 LQ0397                          STATION DESCRIPTION
 LQ0397
 LQ0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0397'6.4 MI E FROM CARLIN.
 LQ0397'6.4 MILES EAST ALONG THE SOUTHERN COMPANY RAILROAD FROM THE STATION AT
 LQ0397'CARLIN, AT STEEL BRIDGE 540.89-21 OVER HUMBOLDT RIVER, IN THE TOP OF
 LQ0397'THE SOUTH END OF THE WEST CONCRETE ABUTMENT, 3.9 FEET SOUTH OF THE
 LQ0397'SOUTH RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TOP OF THE RAIL.
 LQ0397
 LQ0397                          STATION RECOVERY (1982)
 LQ0397
 LQ0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LQ0397'MARK NOT FOUND.
 LQ0397
 LQ0397                          STATION RECOVERY (1984)
 LQ0397
 LQ0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LQ0397'NOT RECOVERED.  ABUTMENT HAS BEEN CAPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LR0314 ***********************************************************************
 LR0314  DESIGNATION -  O 6
 LR0314  PID         -  LR0314
 LR0314  STATE/COUNTY-  NV/HUMBOLDT
 LR0314  USGS QUAD   -  SNOW GULCH (1984)
 LR0314
 LR0314                         *CURRENT SURVEY CONTROL
 LR0314  ___________________________________________________________________
 LR0314* NAD 83(1986)-  40 44 32.     (N)    117 03 37.     (W)     SCALED    
 LR0314* NAVD 88     -      1374.792  (meters)    4510.46   (feet)  ADJUSTED  
 LR0314  ___________________________________________________________________
 LR0314  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 LR0314  DYNAMIC HT  -        1373.716 (meters)    4506.93  (feet)  COMP
 LR0314  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 LR0314
 LR0314  VERT ORDER  -  FIRST     CLASS II
 LR0314
 LR0314.The horizontal coordinates were scaled from a topographic map and have
 LR0314.an estimated accuracy of +/- 6 seconds.
 LR0314
 LR0314.The orthometric height was determined by differential leveling
 LR0314.and adjusted by the National Geodetic Survey in June 1991..
 LR0314.WARNING-Repeat measurements at this control monument indicate possible
 LR0314.vertical movement.
 LR0314
 LR0314.The geoid height was determined by GEOID03.
 LR0314
 LR0314.The dynamic height is computed by dividing the NAVD 88
 LR0314.geopotential number by the normal gravity value computed on the
 LR0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LR0314.degrees latitude (g = 980.6199 gals.).
 LR0314
 LR0314.The modeled gravity was interpolated from observed gravity values.
 LR0314
 LR0314;                    North         East    Units  Estimated Accuracy
 LR0314;SPC NV W     - 4,666,140.      928,630.      MT  (+/- 180 meters Scaled)
 LR0314
 LR0314                          SUPERSEDED SURVEY CONTROL
 LR0314
 LR0314.No superseded survey control is available for this station.
 LR0314
 LR0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF949101(NAD 83)
 LR0314_MARKER: DB = BENCH MARK DISK
 LR0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LR0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LR0314_STAMPING: O 6 4506.694
 LR0314_MARK LOGO: CGS   
 LR0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0314
 LR0314  HISTORY     - Date     Condition        Report By
 LR0314  HISTORY     - UNK      MONUMENTED       CGS
 LR0314  HISTORY     - 1953     GOOD             NGS
 LR0314  HISTORY     - 1984     GOOD             NGS
 LR0314
 LR0314                          STATION DESCRIPTION
 LR0314
 LR0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LR0314'4.9 MI SE FROM VALMY.
 LR0314'4.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 LR0314'THE WATER TANK AT VALMY, 0.3 MILE (8-1/2 POLES) SOUTHEAST OF MILEPOLE
 LR0314'466, AT MOTE SIDING, 0.1 MILE EAST OF THE EAST CORNER OF A LARGE STOCK
 LR0314'PEN, 197.2 FEET EAST OF THE CENTER OF THE NORTHEAST END OF 24-INCH
 LR0314'CAST IRON PIPE CULVERT 466.28, 181.5 FEET NORTHEAST OF THE NORTHEAST
 LR0314'RAIL OF THE MAIN TRACK, 165 FEET NORTHEAST OF THE MOTE SIDING SIGN,
 LR0314'16.1 FEET SOUTHWEST OF A FENCE, 1.7 FEET NORTHWEST OF A WITNESS POST,
 LR0314'ABOUT 2 FEET LOWER THAN THE MAIN TRACK, AND SET IN THE TOP OF A
 LR0314'SANDSTONE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 LR0314
 LR0314                          STATION RECOVERY (1984)
 LR0314
 LR0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LR0314'RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE EXCEPT
 LR0314'ADD ALSO--15.35 KM (9.6 MI) NORTHWEST OF THE STATION AT BATTLE
 LR0314'MOUNTAIN.  NOTE--POST WAS FOUND CRACKED BUT SOLID AND PATCHED BY MARK
 LR0314'UNIT.  A DISK SET INTO THE TOP OF A POST PROJECTING 20 CENTIMETERS.
 LR0314'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 LR0314'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LS0134 ***********************************************************************
 LS0134  DESIGNATION -  O 7 4264.4
 LS0134  PID         -  LS0134
 LS0134  STATE/COUNTY-  NV/PERSHING
 LS0134  USGS QUAD   -  RYE PATCH DAM (1987)
 LS0134
 LS0134                         *CURRENT SURVEY CONTROL
 LS0134  ___________________________________________________________________
 LS0134* NAD 83(1986)-  40 24 35.     (N)    118 17 52.     (W)     SCALED    
 LS0134* NAVD 88     -      1300.899  (meters)    4268.03   (feet)  ADJUSTED  
 LS0134  ___________________________________________________________________
 LS0134  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 LS0134  DYNAMIC HT  -        1299.845 (meters)    4264.57  (feet)  COMP
 LS0134  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 LS0134
 LS0134  VERT ORDER  -  FIRST     CLASS II
 LS0134
 LS0134.The horizontal coordinates were scaled from a topographic map and have
 LS0134.an estimated accuracy of +/- 6 seconds.
 LS0134
 LS0134.The orthometric height was determined by differential leveling
 LS0134.and adjusted by the National Geodetic Survey in June 1991..
 LS0134
 LS0134.The geoid height was determined by GEOID03.
 LS0134
 LS0134.The dynamic height is computed by dividing the NAVD 88
 LS0134.geopotential number by the normal gravity value computed on the
 LS0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LS0134.degrees latitude (g = 980.6199 gals.).
 LS0134
 LS0134.The modeled gravity was interpolated from observed gravity values.
 LS0134
 LS0134;                    North         East    Units  Estimated Accuracy
 LS0134;SPC NV W     - 4,628,140.      824,240.      MT  (+/- 180 meters Scaled)
 LS0134
 LS0134                          SUPERSEDED SURVEY CONTROL
 LS0134
 LS0134  NGVD 29 (??/??/92) 1299.89   (m)         4264.7    (f) COMPUTED    1 2
 LS0134
 LS0134.Superseded values are not recommended for survey control.
 LS0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0134.See file dsdata.txt to determine how the superseded data were derived.
 LS0134
 LS0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE898740(NAD 83)
 LS0134_MARKER: B = BOLT
 LS0134_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LS0134_SP_SET: HEADWALL
 LS0134_MARK LOGO: NONE  
 LS0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0134+STABILITY: SURFACE MOTION
 LS0134
 LS0134  HISTORY     - Date     Condition        Report By
 LS0134  HISTORY     - UNK      MONUMENTED       SPRR
 LS0134  HISTORY     - 1953     GOOD             NGS
 LS0134  HISTORY     - 1957     GOOD             NGS
 LS0134  HISTORY     - 1986     GOOD             NGS
 LS0134
 LS0134                          STATION DESCRIPTION
 LS0134
 LS0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LS0134'2.6 MI S FROM RYE PATCH.
 LS0134'2.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 LS0134'SIDING SIGN AT RYE PATCH, 9 1/2 POLES NORTH OF MILEPOLE 363, AT
 LS0134'24-INCH CONCRETE PIPE CULVERT 363.32, IN THE TOP OF THE NORTH END OF
 LS0134'THE EAST CONCRETE HEAD WALL, 7.3 FEET EAST OF THE EAST RAIL, AND ABOUT
 LS0134'1 FOOT LOWER THAN THE TOP OF THE RAIL.
 LS0134
 LS0134                          STATION RECOVERY (1957)
 LS0134
 LS0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LS0134'RECOVERED IN GOOD CONDITION.
 LS0134
 LS0134                          STATION RECOVERY (1986)
 LS0134
 LS0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LS0134'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.1 KM (4.4
 LS0134'MI) NORTH ALONG INTERSTATE HIGHWAY 80 FROM THE OVERPASS IN OREANA,
 LS0134'0.43 KM (0.27 MI) NORTH OF MILEPOST 125, IN TOP OF THE NORTH END OF
 LS0134'THE EAST CONCRETE HEADWALL OF A 24-INCH CULVERT UNDER THE SOUTHERN
 LS0134'PACIFIC COMPANY RAILROAD, 96.8 METERS (317.5 FT) WEST OF THE
 LS0134'CENTERLINE OF THE WESTBOUND LANES, 54.1 METERS (177.5 FT) WEST OF A
 LS0134'FENCE, 2.1 METER (7.0 FT) EAST OF THE EAST RAIL.  NOTE--THE MARK IS AN
 LS0134'IRON BOLT WITH NO STAMPING.
 LS0134'THE MARK IS 0.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR0576 ***********************************************************************
 KR0576  DESIGNATION -  O 8
 KR0576  PID         -  KR0576
 KR0576  STATE/COUNTY-  NV/LYON
 KR0576  USGS QUAD   -  FERNLEY EAST (1985)
 KR0576
 KR0576                         *CURRENT SURVEY CONTROL
 KR0576  ___________________________________________________________________
 KR0576* NAD 83(1986)-  39 35 47.     (N)    119 09 13.     (W)     SCALED    
 KR0576* NAVD 88     -      1242.778  (meters)    4077.35   (feet)  ADJUSTED  
 KR0576  ___________________________________________________________________
 KR0576  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 KR0576  DYNAMIC HT  -        1241.705 (meters)    4073.83  (feet)  COMP
 KR0576  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 KR0576
 KR0576  VERT ORDER  -  FIRST     CLASS II
 KR0576
 KR0576.The horizontal coordinates were scaled from a topographic map and have
 KR0576.an estimated accuracy of +/- 6 seconds.
 KR0576
 KR0576.The orthometric height was determined by differential leveling
 KR0576.and adjusted by the National Geodetic Survey in June 1991..
 KR0576
 KR0576.The geoid height was determined by GEOID03.
 KR0576
 KR0576.The dynamic height is computed by dividing the NAVD 88
 KR0576.geopotential number by the normal gravity value computed on the
 KR0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KR0576.degrees latitude (g = 980.6199 gals.).
 KR0576
 KR0576.The modeled gravity was interpolated from observed gravity values.
 KR0576
 KR0576;                    North         East    Units  Estimated Accuracy
 KR0576;SPC NV W     - 4,537,960.      751,020.      MT  (+/- 180 meters Scaled)
 KR0576
 KR0576                          SUPERSEDED SURVEY CONTROL
 KR0576
 KR0576  NGVD 29 (??/??/92) 1241.817  (m)         4074.19   (f) ADJ UNCH    1 2
 KR0576
 KR0576.Superseded values are not recommended for survey control.
 KR0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR0576.See file dsdata.txt to determine how the superseded data were derived.
 KR0576
 KR0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLD150851(NAD 83)
 KR0576_MARKER: S = SPIKE
 KR0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KR0576_SP_SET: ABUTMENT
 KR0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KR0576
 KR0576  HISTORY     - Date     Condition        Report By
 KR0576  HISTORY     - UNK      MONUMENTED       SPRR
 KR0576  HISTORY     - 1953     GOOD             NGS
 KR0576
 KR0576                          STATION DESCRIPTION
 KR0576
 KR0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KR0576'5.3 MI E FROM FERNLEY.
 KR0576'5.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 KR0576'STATION AT FERNLEY, AT WOODEN BRIDGE 281.42, IN THE TOP OF THE SOUTH
 KR0576'END OF THE EAST CONCRETE ABUTMENT, 7.0 FEET SOUTH OF THE SOUTH RAIL OF
 KR0576'THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MV0294 ***********************************************************************
 MV0294  DESIGNATION -  O BRIAN
 MV0294  PID         -  MV0294
 MV0294  STATE/COUNTY-  NV/HUMBOLDT
 MV0294  USGS QUAD   -  TRIDENT PEAK (1990)
 MV0294
 MV0294                         *CURRENT SURVEY CONTROL
 MV0294  ___________________________________________________________________
 MV0294* NAD 83(1994)-  41 54 09.34796(N)    118 25 04.78195(W)     ADJUSTED  
 MV0294* NAVD 88     -      2559.6    (meters)    8398.     (feet)  VERTCON   
 MV0294  ___________________________________________________________________
 MV0294  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 MV0294  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 MV0294
 MV0294  HORZ ORDER  -  FIRST
 MV0294
 MV0294.The horizontal coordinates were established by classical geodetic methods
 MV0294.and adjusted by the National Geodetic Survey in June 1998..
 MV0294
 MV0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0294
 MV0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0294
 MV0294.The geoid height was determined by GEOID03.
 MV0294
 MV0294;                    North         East     Units Scale Factor Converg.
 MV0294;SPC NV W     - 4,793,893.556   813,717.909   MT  0.99990231   +0 06 37.5
 MV0294;SPC NV W     -15,727,965.77  2,669,672.84   sFT  0.99990231   +0 06 37.5
 MV0294;UTM  11      - 4,639,933.860   382,384.789   MT  0.99977022   -0 56 49.7
 MV0294
 MV0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0294!SPC NV W     -   0.99960178  x   0.99990231  =   0.99950413
 MV0294!UTM  11      -   0.99960178  x   0.99977022  =   0.99937209
 MV0294
 MV0294:                Primary Azimuth Mark                     Grid Az
 MV0294:SPC NV W     -  DISASTER PEAK                            071 11 07.7
 MV0294:UTM  11      -  DISASTER PEAK                            072 14 34.9
 MV0294
 MV0294|---------------------------------------------------------------------|
 MV0294| PID    Reference Object                     Distance      Geod. Az  |
 MV0294|                                                           dddmmss.s |
 MV0294| MV0288 DISASTER PEAK                       APPROX.19.5 KM 0711745.2 |
 MV0294| CD7220 O BRIAN RM 1                          8.185 METERS 14424     |
 MV0294| MV0293 SPLIT PEAK CAIRN                    APPROX. 9.0 KM 1885551.5 |
 MV0294| CD7221 O BRIAN RM 2                          7.478 METERS 23552     |
 MV0294| CD7219 O BRIAN AZ MK                                      2985351.8 |
 MV0294|---------------------------------------------------------------------|
 MV0294
 MV0294                          SUPERSEDED SURVEY CONTROL
 MV0294
 MV0294  NAD 83(1991)-  41 54 09.34848(N)    118 25 04.78175(W) AD(       ) 1
 MV0294  NAD 83(1986)-  41 54 09.35355(N)    118 25 04.77978(W) AD(       ) 1
 MV0294  NAD 27      -  41 54 09.72000(N)    118 25 01.18700(W) AD(       ) 1
 MV0294  NGVD 29 (03/31/99) 2558.2    (m)         8393.     (f) VERT ANG       
 MV0294
 MV0294.Superseded values are not recommended for survey control.
 MV0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0294.See file dsdata.txt to determine how the superseded data were derived.
 MV0294
 MV0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG8238539934(NAD 83)
 MV0294_MARKER: DS = TRIANGULATION STATION DISK
 MV0294_SETTING: 66 = SET IN ROCK OUTCROP
 MV0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0294+STABILITY: POSITION/ELEVATION WELL
 MV0294
 MV0294  HISTORY     - Date     Condition        Report By
 MV0294  HISTORY     - 1935     MONUMENTED       CGS
 MV0294  HISTORY     - 1950     GOOD             CGS
 MV0294  HISTORY     - 1956     GOOD             CGS
 MV0294  HISTORY     - 1960     GOOD             USGS
 MV0294  HISTORY     - 1964     GOOD             USGS
 MV0294
 MV0294                          STATION DESCRIPTION
 MV0294
 MV0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 MV0294'STATION IS ON THE HIGHEST POINT OF OBRIAN PEAK, A HIGH AND
 MV0294'PROMINENT PEAK ABOUT 13 MILES SE OF DENIO, OREGON, AND ABOUT 7
 MV0294'MILES E OF THE WILLOW CREEK RANCH AND AT THE HEAD OF WILLOW
 MV0294'CREEK.  THE PEAK IS SHOWN ON GEODETIC SURVEY MAPS AS TRIDENT
 MV0294'PEAK, BUT THAT NAME IS NOT FAMILIAR LOCALLY.  THERE IS A LONE
 MV0294'PEAK ABOUT 1 MILE SE WHICH IS ABOUT 50 FEET HIGHER AND IS LOCALLY
 MV0294'KNOWN AS MIKE OBRIAN.
 MV0294'
 MV0294'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 MV0294'IN OUTCROPPING BEDROCK.  REFERENCE
 MV0294'AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING
 MV0294'BEDROCK.
 MV0294'
 MV0294'REACHED FROM DENIO, OREGON AS FOLLOWS--GO N 0.2 MILE, TURN
 MV0294'RIGHT OFF THE HIGHWAY JUST AFTER CROSSING THE FIRST CULVERT.
 MV0294'FOLLOW THIS TRACK ROAD 4.4 MILES TO A CROSS ROAD, CONTINUE
 MV0294'STRAIGHT AHEAD FOR 3.8 MILES TO THE WILLOW CREEK RANCH.  TURN
 MV0294'RIGHT AT THE ENTRANCE TO THE GATE, GO 1.7 MILES, TAKE THE LEFT
 MV0294'FORK OUT OF THE MAIN CANYON AND UP A GRADE AND GO 1.8 MILES TO A
 MV0294'STONE HOUSE.  BEAR TO THE RIGHT AND PASS THROUGH A GATE AT
 MV0294'THE E SIDE OF THE CORRALS AND DRIVE E UP THE CANYON 2.1 MILES
 MV0294'TO THE END OF TRUCK TRAVEL.  THEN PACK E UP THE RIDGE ABOUT
 MV0294'1-1/2 MILES TO THE HIGHEST POINT AND THE STATION.
 MV0294'
 MV0294'AZIMUTH MARK IS ON A ROUNDED ROCKY DOME 1/4 MILE NW AND IS IN
 MV0294'LINE WITH THE TOWN OF DENIO.  THE SMALL CAIRN ON DISASTER PEAK
 MV0294'12 MILES NE IS ALSO A GOOD AZIMUTH.
 MV0294
 MV0294                          STATION RECOVERY (1950)
 MV0294
 MV0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (EBL)
 MV0294'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN
 MV0294'EXCELLENT CONDITION.
 MV0294'
 MV0294'THERE IS A DIFFERENCE IN THE SPELLING AS STAMPED ON THE MARKS
 MV0294'AND AS USED IN THE LISTS AND DESCRIPTIONS OF THE NAME OF THIS
 MV0294'STATION.  THE STATION AND REFERENCE MARKS ARE STAMPED, OBRAIN
 MV0294'1935, AND ON THE DESCRIPTIONS IT IS OBRIAN.
 MV0294'
 MV0294'BECAUSE OF STORMY WEATHER A REOCCUPATION OF THIS STATION WAS
 MV0294'NOT COMPLETED.
 MV0294
 MV0294                          STATION RECOVERY (1956)
 MV0294
 MV0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MV0294'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.  THE STATION
 MV0294'MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE RECOVERED
 MV0294'AND WERE FOUND TO BE IN GOOD CONDITION.  THE CURRENT MEASUREMENTS
 MV0294'TO ALL MARKS CHECKED THE 1935 MEASUREMENTS WITHIN PROVISIONAL
 MV0294'LIMITS WITH THE EXCEPTION OF THE HORIZONTAL DISTANCE TO REFERENCE
 MV0294'MARK 1.  INDICATIONS ARE THAT THE 1935 MEASUREMENT WAS MADE FROM
 MV0294'MARK TO MARK.  THE 1950 DATA IS NOT AVAILABLE AT THIS TIME.
 MV0294'
 MV0294'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS--
 MV0294'
 MV0294'THE STATION IS LOCATED ON THE HIGHEST POINT OF OBRIAN PEAK, A
 MV0294'HIGH AND PROMINENT PEAK ABOUT 13 MILES SOUTHEAST OF DENIO, NEVADA,
 MV0294'ABOUT 7 MILES EAST OF THE WILDER RANCH, AND NEAR THE HEAD OF
 MV0294'WILLOW CREEK.  THE PEAK IS SHOWN ON MOST MAPS AS TRIDENT PEAK BUT
 MV0294'THAT NAME IS NOT FAMILIAR LOCALLY.  THERE IS A LONE PEAK
 MV0294'APPROXIMATELY 1 MILE SOUTH-SOUTHEAST WHICH IS SLIGHTLY HIGHER
 MV0294'AND IS LOCALLY KNOWN AS MIKE OBRIAN.
 MV0294'
 MV0294'TO REACH FROM THE POST OFFICE IN DENIO, GO SOUTH ON STATE
 MV0294'HIGHWAY 8A FOR 3.05 MILES TO A CROSSROAD.  TURN LEFT (EAST) AND
 MV0294'FOLLOW DIRT ROAD FOR 6.2 MILES TO A FORK AT THE SOUTH SIDE OF
 MV0294'THE WILDER RANCH HOUSE.  TAKE THE RIGHT FORK, SOUTHEAST, AND
 MV0294'CONTINUE FOR 0.3 MILE TO A WIRE GATE.  PASS THROUGH AND CONTINUE
 MV0294'THROUGH OLD MINING AREA IN AN EASTERLY DIRECTION ALONG WILLOW
 MV0294'CREEK FOR 1.4 MILES TO A FORK.  TAKE THE LEFT FORK, CROSS
 MV0294'CREEK, THENCE RIGHT, UP DRAW ON A TRACK ROAD, FOR 1.25 MILES
 MV0294'TO A FORK.  TAKE THE LEFT FORK, UP HILL, AND CONTINUE FOR 3.0
 MV0294'MILES TO A REVERSE Y FORK.  (THE RIGHT FORK ALSO LEADS TO
 MV0294'THIS REVERSE Y FORK AT THE END OF 3.0 MILES).  CONTINUE
 MV0294'STRAIGHT AHEAD ON TRACK ROAD FOR 1.05 MILES TO A LOG
 MV0294'CABIN.  CONTINUE UP HILL ON TRACK ROAD IN AN EASTERLY
 MV0294'DIRECTION FOR 0.55 MILE TO A MEADOW AND ANOTHER LOG
 MV0294'CABIN.  THIS WAS THE END OF TRUCK TRAVEL FOR THE OBSERVING PARTY.
 MV0294'UNDER BETTER WEATHER CONDITIONS A 4-WHEEL DRIVE VEHICLE CAN
 MV0294'POSSIBLY BE DRIVEN ABOUT 0.5 MILE FURTHER UP THE HILL ALONG
 MV0294'A TRACK ROAD IN AN EASTERLY DIRECTION TO A SADDLE AT A BARBED
 MV0294'WIRE DRIFT FENCE.  FROM THE END OF TRUCK TRAVEL AT THE LOG
 MV0294'CABIN, PACK EASTERLY UP ROAD TO DRIFT FENCE.  THEN BEAR LEFT
 MV0294'(NORTH) UP THE RIDGE TO THE SECOND KNOB, WHICH IS THE
 MV0294'HIGHEST POINT, AND THE STATION.  A 1-1/4 HOUR PACK.
 MV0294'
 MV0294'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 MV0294'MARK ARE STANDARD DISKS.
 MV0294'
 MV0294'THE STATION MARK, STAMPED OBRAIN 1935, IS CEMENTED IN A DRILL
 MV0294'HOLE IN A BOULDER WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 MV0294'
 MV0294'REFERENCE MARK 1, STAMPED OBRAIN NO 1 1935, IS CEMENTED IN A
 MV0294'DRILL HOLE IN THE TOP OF A 12-INCH SQUARE BOULDER WHICH
 MV0294'PROJECTS 6 INCHES ABOVE THE GROUND.  THE MARK IS ABOUT 2 FEET
 MV0294'LOWER THAN THE STATION MARK.
 MV0294'
 MV0294'REFERENCE MARK 2, STAMPED OBRAIN NO 2 1935, IS CEMENTED IN A
 MV0294'DRILL HOLE IN A ROCK LEDGE WHICH FACES TO THE SOUTH.  THE
 MV0294'MARK IS ABOUT 2 FEET LOWER THAN THE STATION MARK.
 MV0294'
 MV0294'THE AZIMUTH MARK, STAMPED OBRAIN 1935, IS CEMENTED IN A DRILL
 MV0294'HOLE IN A LARGE BOULDER WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 MV0294'THE MARK IS SET IN THE SLOPING FACE OF THE BOULDER AT AN ANGLE OF
 MV0294'60 DEGREES FROM THE HORIZONTAL.  THE MARK IS NEAR THE HIGHEST
 MV0294'POINT OF A PROMINENT POINT WHICH IS ABOUT 200 FEET LOWER THAN THE
 MV0294'STATION AND IN THE APPROXIMATE DIRECTION OF THE VILLAGE OF
 MV0294'DENIO, NEVADA.
 MV0294
 MV0294                          STATION RECOVERY (1960)
 MV0294
 MV0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MV0294'RECOVERED AS DESCRIBED.
 MV0294
 MV0294                          STATION RECOVERY (1964)
 MV0294
 MV0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MV0294'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41118-1 STATION 1007.
 MV0294'STATION MARK--STANDARD DISC WEDGED IN A DRILL HOLE IN OUTCROPPING
 MV0294'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KQ0450 ***********************************************************************
 KQ0450  DESIGNATION -  O TOOLE
 KQ0450  PID         -  KQ0450
 KQ0450  STATE/COUNTY-  NV/LANDER
 KQ0450  USGS QUAD   -  BREWER CANYON (1988)
 KQ0450
 KQ0450                         *CURRENT SURVEY CONTROL
 KQ0450  ___________________________________________________________________
 KQ0450* NAD 83(1994)-  39 12 16.39534(N)    117 14 18.20950(W)     ADJUSTED  
 KQ0450* NAVD 88     -      2119.0    (meters)    6952.     (feet)  VERTCON   
 KQ0450  ___________________________________________________________________
 KQ0450  LAPLACE CORR-           8.92  (seconds)                    DEFLEC99
 KQ0450  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 KQ0450
 KQ0450  HORZ ORDER  -  SECOND
 KQ0450
 KQ0450.The horizontal coordinates were established by classical geodetic methods
 KQ0450.and adjusted by the National Geodetic Survey in June 1998..
 KQ0450
 KQ0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 KQ0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KQ0450
 KQ0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 KQ0450
 KQ0450.The geoid height was determined by GEOID03.
 KQ0450
 KQ0450;                    North         East     Units Scale Factor Converg.
 KQ0450;SPC NV C     - 6,494,461.035   450,621.222   MT  0.99993001   -0 21 41.0
 KQ0450;SPC NV C     -21,307,244.25  1,478,413.13   sFT  0.99993001   -0 21 41.0
 KQ0450;UTM  11      - 4,339,503.655   479,416.817   MT  0.99960522   -0 09 02.5
 KQ0450
 KQ0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KQ0450!SPC NV C     -   0.99967112  x   0.99993001  =   0.99960115
 KQ0450!UTM  11      -   0.99967112  x   0.99960522  =   0.99927647
 KQ0450
 KQ0450|---------------------------------------------------------------------|
 KQ0450| PID    Reference Object                     Distance      Geod. Az  |
 KQ0450|                                                           dddmmss.s |
 KQ0450| DB2182 O TOOLE RM 1                          6.234 METERS 22508     |
 KQ0450| DB2181 O TOOLE AZ MK                                      3120728.5 |
 KQ0450| DB2183 O TOOLE RM 2                          5.288 METERS 33913     |
 KQ0450|---------------------------------------------------------------------|
 KQ0450
 KQ0450                          SUPERSEDED SURVEY CONTROL
 KQ0450
 KQ0450  NAD 83(1986)-  39 12 16.40188(N)    117 14 18.20100(W) AD(       ) 2
 KQ0450  NAD 27      -  39 12 16.66500(N)    117 14 14.88000(W) AD(       ) 2
 KQ0450  NGVD 29 (03/11/99) 2117.6    (m)         6947.     (f) VERT ANG       
 KQ0450
 KQ0450.Superseded values are not recommended for survey control.
 KQ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KQ0450.See file dsdata.txt to determine how the superseded data were derived.
 KQ0450
 KQ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMD7941739504(NAD 83)
 KQ0450_MARKER: DS = TRIANGULATION STATION DISK
 KQ0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KQ0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KQ0450+STABILITY: SURFACE MOTION
 KQ0450
 KQ0450  HISTORY     - Date     Condition        Report By
 KQ0450  HISTORY     - 1954     MONUMENTED       CGS
 KQ0450  HISTORY     - 1969     GOOD             USGS
 KQ0450
 KQ0450                          STATION DESCRIPTION
 KQ0450
 KQ0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB)
 KQ0450'THE STATION IS LOCATED 22 MILES SOUTH-SOUTHWEST OF AUSTIN,
 KQ0450'10 MILES SOUTH OF U.S. HIGHWAY 50 AT THE JUNCTION OF THE
 KQ0450'IONE ROAD, WHICH LEAVES U.S. HIGHWAY 50 IN THE REESE RIVER
 KQ0450'VALLEY.  IT IS NEAR THE MOUTH OF THE KNOX CRANE CANYON AND 3
 KQ0450'MILES EAST OF THE O TOOLE RANCH.
 KQ0450'
 KQ0450'TO REACH THE STATION FROM THE POST OFFICE IN AUSTIN, GO WEST
 KQ0450'ON U.S. HIGHWAY 50 FOR 9.1 MILES TO A GRAVELED ROAD ON THE
 KQ0450'LEFT, AND A SIGN VISBEEK 20 OTOOLE 25 IONE.  TURN LEFT ON THE
 KQ0450'GRAVELED ROAD AND FOLLOW THE MAIN TRAVELED ROAD SOUTH FOR
 KQ0450'10.7 MILES TO A DIRT ROAD ON THE LEFT AND A SIGN PORTER,
 KQ0450'BREWER, KNOX CRANE CANYON.  ALTERNATE TO WASHINGTON, COTTONWOOD
 KQ0450'AND SAN JUAN CREEK.  TURN LEFT ON DIRT ROAD AND GO SOUTHEAST
 KQ0450'FOR 1.5 MILES TO A FORK JUST EAST OF A FENCE CORNER.  TAKE
 KQ0450'THE RIGHT FORK AND FOLLOW THE FENCE SOUTH FOR 1.4 MILES TO
 KQ0450'A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 1.8 MILES TO FORK.
 KQ0450'TAKE THE LEFT FORK AND GO EAST ON THE MAIN TRAVELED ROAD
 KQ0450'FOR 2.4 MILES TO A FORK.  TAKE THE LEFT FORK AND GO EAST
 KQ0450'0.5 MILE TO A WIRE GATE AND THE AZIMUTH MARK ON THE
 KQ0450'RIGHT.  PASS THROUGH THE GATE AND CONTINUE EAST FOR 0.4
 KQ0450'MILE TO THE STATION ON THE RIGHT.
 KQ0450'
 KQ0450'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 KQ0450'POST THAT PROJECTS 2 INCHES.  THE MARK IS STAMPED O TOOLE 1954.
 KQ0450'THE STATION IS 17 FEET SOUTH OF A TRACK ROAD AND 9 FEET SOUTH
 KQ0450'OF A WHITE WITNESS POST.
 KQ0450'
 KQ0450'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 KQ0450'POST THAT PROJECTS 2 INCHES.  THE MARK IS STAMPED O TOOLE
 KQ0450'NO 1 1954.
 KQ0450'
 KQ0450'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 KQ0450'POST THAT PROJECTS 2 INCHES.  THE MARK IS STAMPED O TOOLE NO
 KQ0450'2 1954.  IT IS 5 FEET SOUTH OF A TRACK ROAD.
 KQ0450'
 KQ0450'THE AZIMUTH MARK IS A STANDARD DISK SET IN A ROUND CONCRETE
 KQ0450'POST THAT IS FLUSH WITH THE GROUND.  THE MARK IS STAMPED
 KQ0450'O TOOLE 1954.  IT IS 9 FEET SOUTHWEST OF A WIRE GATE, THE
 KQ0450'GATE ON THE WAY TO THE STATION, 6 FEET SOUTHWEST OF A WHITE
 KQ0450'WITNESS POST AND 1 FOOT EAST OF A WIRE FENCE.  TO REACH THE
 KQ0450'AZIMUTH MARK FROM THE STATION, GO WEST ON THE TRACK ROAD FOR
 KQ0450'0.4 MILE TO A GATE AND THE AZIMUTH MARK AS DESCRIBED.
 KQ0450
 KQ0450                          STATION RECOVERY (1969)
 KQ0450
 KQ0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KQ0450'DESCRIPTION AND POSITION LISTED IN NGS QUAD 39117-2 STATION 1010. NEW
 KQ0450'TO REACH FOLLOWS-- TO REACH FROM THE COURTHOUSE IN AUSTIN, GO W ON US
 KQ0450'HIGHWAY 50 FOR 3.4 MI TO THE T-JCT WITH NEVADA STATE ROUTE 2, THENCE
 KQ0450'SW ON STATE ROUTE 2 6.5 MI TO COUNTY RD 21---IONE RD---, THENCE S ON
 KQ0450'COUNTY RD 21 11.1 MI TO A Y-RD SE---200 FT N OF POINTWHERE RD CROSSES
 KQ0450'REESE RIVER---,THENCE SE ON Y-RD ON E SIDE REESE RIVER 1.5 MI TO A
 KQ0450'FENCE CORNER, CONTINUE ON RD ON E SIDE OF FENCE LINE 1.6 MI TO A
 KQ0450'CROSSROAD, CONTINUE S 1.8 MI TO A T-RD WITH A SIGN---KNOX
 KQ0450'CREEK------0.5 MI NE OF O TOOLE RANCH---, TAKE THE LEFT FORK E 4.7 MI
 KQ0450'TO A GATE IN A BLM DRIFT FENCE, PASS THROUGH GATE GO 1.6 MI TO SHARP
 KQ0450'BEND S OVER KNOX CREEK, CROSS KNOX CREEK, GO UP AND OVER A SLIGHT
 KQ0450'RIDGE 0.2 MI TO A Y-RD, TAKE THE LEFT FORK E 0.6 MI TO A GATE IN A BLM
 KQ0450'DRIFT FENCE WITH THE AZIMUTH MARK ON THE RIGHT, PASS THROUGH THE GATE
 KQ0450'E 0.4 MI TO THE STATION ON THE RIGHT. STATION MARK--STANDARD DISC
 KQ0450'STAMPED---O TOOLE 1954---SET IN A SQUARE CONCRETE POST THAT PROJECTS 2
 KQ0450'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8048 ***********************************************************************
 AH8048  DESIGNATION -  OAK
 AH8048  PID         -  AH8048
 AH8048  STATE/COUNTY-  NV/EUREKA
 AH8048  USGS QUAD   -  BAILEY PASS (1986)
 AH8048
 AH8048                         *CURRENT SURVEY CONTROL
 AH8048  ___________________________________________________________________
 AH8048* NAD 83(1994)-  39 55 27.64099(N)    116 06 48.12943(W)     ADJUSTED  
 AH8048* NAVD 88     -      2296.     (meters)    7533.     (feet)  SCALED    
 AH8048  ___________________________________________________________________
 AH8048  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AH8048  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 AH8048
 AH8048  HORZ ORDER  -  THIRD
 AH8048
 AH8048.The horizontal coordinates were established by classical geodetic methods
 AH8048.and adjusted by the National Geodetic Survey in February 1999..
 AH8048
 AH8048.The orthometric height was scaled from a topographic map.
 AH8048
 AH8048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8048
 AH8048.The geoid height was determined by GEOID03.
 AH8048
 AH8048;                    North         East     Units Scale Factor Converg.
 AH8048;SPC NV E     - 8,574,347.469   154,692.690   MT  0.99992526   -0 20 24.6
 AH8048;SPC NV E     -28,131,004.99    507,520.93   sFT  0.99992526   -0 20 24.6
 AH8048;UTM  11      - 4,419,736.522   575,766.529   MT  0.99967067   +0 34 08.6
 AH8048
 AH8048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8048!SPC NV E     -   0.99964304  x   0.99992526  =   0.99956833
 AH8048!UTM  11      -   0.99964304  x   0.99967067  =   0.99931383
 AH8048
 AH8048|---------------------------------------------------------------------|
 AH8048| PID    Reference Object                     Distance      Geod. Az  |
 AH8048|                                                           dddmmss.s |
 AH8048| AH8116 OAK RM 2                              1.506 METERS 01910     |
 AH8048| AH8115 OAK RM 1                              6.779 METERS 28544     |
 AH8048|---------------------------------------------------------------------|
 AH8048
 AH8048                          SUPERSEDED SURVEY CONTROL
 AH8048
 AH8048.No superseded survey control is available for this station.
 AH8048
 AH8048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNE7576719737(NAD 83)
 AH8048_MARKER: DS = TRIANGULATION STATION DISK
 AH8048_SETTING: 66 = SET IN ROCK OUTCROP
 AH8048_PROJECTION: FLUSH
 AH8048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8048+STABILITY: POSITION/ELEVATION WELL
 AH8048
 AH8048  HISTORY     - Date     Condition        Report By
 AH8048  HISTORY     - 1933     MONUMENTED       USGS
 AH8048
 AH8048                          STATION DESCRIPTION
 AH8048
 AH8048'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 AH8048'LOCATED ABOUT 6 MI NNW. OF ROMANO, 1.5 MI N. OF BAILEY PASS. ABOUT
 AH8048'0.75 MI ESE. OF PROMIMENT STOCK. IN SULPHUR SPRINGS MOUNTAINS, ON
 AH8048'HIGHEST PEAK.
 AH8048'TO REACH FROM POST OFFICE IN EUREKA, GO 3.3 MI N. ON U.S. HWY. 50 TO
 AH8048'JCT. OF STATE HWY. 20. GO RIGHT 26.7 MI N. ON HWY. 20 TO X-RD. GO
 AH8048'RIGHT 0.4 MI TO REVERSE-Y AND STRAIGHT ON GRADED RD. E. 1.7 MI TO VERY
 AH8048'DIM Y-RD. (THIS TRACK RD. FOLLOWS UP WEST SIDE OF SMALL VALLEY). GO
 AH8048'LEFT 1.1 MI N. ON VERY DIM TRACK RD. LEAVE RD. TURNING RIGHT UP RIDGE
 AH8048'0.4 MI TO END OF TRUCK TRAVEL. PACK E. TO HIGHEST TOP AND STATION.
 AH8048'ABOUT A 20-MINUTE PACK.
 AH8048'STATION MARK--STANDARD TABLET STAMPED---OAK 1933---, CEMENTED IN
 AH8048'BEDROCK.
 AH8048'RM 1--STANDARD RM TABLET STAMPED---OAK NO 1 1933---, CEMENTED IN ROCK
 AH8048'OUTCROP.
 AH8048'RM 2--1/4-INCH DRILL HOLE IN SOLID ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1007 ***********************************************************************
 HQ1007  DESIGNATION -  OAK SPRINGS
 HQ1007  PID         -  HQ1007
 HQ1007  STATE/COUNTY-  NV/NYE
 HQ1007  USGS QUAD   -  OAK SPRING BUTTE (1962)
 HQ1007
 HQ1007                         *CURRENT SURVEY CONTROL
 HQ1007  ___________________________________________________________________
 HQ1007* NAD 83(1994)-  37 15 09.70035(N)    116 03 22.01816(W)     ADJUSTED  
 HQ1007* NAVD 88     -      2123.8    (meters)    6968.     (feet)  VERTCON   
 HQ1007  ___________________________________________________________________
 HQ1007  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 HQ1007  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 HQ1007
 HQ1007  HORZ ORDER  -  FIRST
 HQ1007
 HQ1007.The horizontal coordinates were established by classical geodetic methods
 HQ1007.and adjusted by the National Geodetic Survey in June 1998..
 HQ1007
 HQ1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ1007
 HQ1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1007
 HQ1007.The geoid height was determined by GEOID03.
 HQ1007
 HQ1007;                    North         East     Units Scale Factor Converg.
 HQ1007;SPC NV C     - 6,277,843.604   554,160.609   MT  0.99993612   +0 22 10.5
 HQ1007;SPC NV C     -20,596,558.56  1,818,108.60   sFT  0.99993612   +0 22 10.5
 HQ1007;SPC NV E     - 8,277,773.663   158,060.549   MT  0.99992166   -0 17 10.3
 HQ1007;SPC NV E     -27,157,995.76    518,570.32   sFT  0.99992166   -0 17 10.3
 HQ1007;UTM  11      - 4,123,322.579   583,705.358   MT  0.99968631   +0 34 17.0
 HQ1007
 HQ1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1007!SPC NV C     -   0.99967089  x   0.99993612  =   0.99960704
 HQ1007!SPC NV E     -   0.99967089  x   0.99992166  =   0.99959258
 HQ1007!UTM  11      -   0.99967089  x   0.99968631  =   0.99935731
 HQ1007
 HQ1007|---------------------------------------------------------------------|
 HQ1007| PID    Reference Object                     Distance      Geod. Az  |
 HQ1007|                                                           dddmmss.s |
 HQ1007| DD5560 OAK SPRINGS RM 1                     10.550 METERS 03949     |
 HQ1007| DD5561 OAK SPRINGS RM 2                      7.999 METERS 11946     |
 HQ1007| DD5559 OAK SPRINGS AZ MK                                  1671037.6 |
 HQ1007| HQ1008 TIPPIPAH                            APPROX.28.5 KM 2112713.7 |
 HQ1007| DD5562 OAK SPRINGS RM 3 AZIMUTH                           2505549.7 |
 HQ1007|---------------------------------------------------------------------|
 HQ1007
 HQ1007                          SUPERSEDED SURVEY CONTROL
 HQ1007
 HQ1007  NAD 83(1986)-  37 15 09.69997(N)    116 03 22.02184(W) AD(       ) 1
 HQ1007  NAD 27      -  37 15 09.87000(N)    116 03 18.88400(W) AD(       ) 1
 HQ1007  NGVD 29 (03/11/99) 2122.7    (m)         6964.     (f) VERT ANG       
 HQ1007
 HQ1007.Superseded values are not recommended for survey control.
 HQ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1007.See file dsdata.txt to determine how the superseded data were derived.
 HQ1007
 HQ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNB8370523323(NAD 83)
 HQ1007_MARKER: DS = TRIANGULATION STATION DISK
 HQ1007_SETTING: 66 = SET IN ROCK OUTCROP
 HQ1007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HQ1007+STABILITY: POSITION/ELEVATION WELL
 HQ1007
 HQ1007  HISTORY     - Date     Condition        Report By
 HQ1007  HISTORY     - 1933     MONUMENTED       CGS
 HQ1007  HISTORY     - 1949     GOOD             CGS
 HQ1007  HISTORY     - 1949     GOOD             CGS
 HQ1007  HISTORY     - 1952     GOOD             AMS
 HQ1007  HISTORY     - 1959     GOOD             USGS
 HQ1007  HISTORY     - 1959     GOOD             USGS
 HQ1007
 HQ1007                          STATION DESCRIPTION
 HQ1007
 HQ1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 HQ1007'ON THE EASTERN END OF OAK SPRINGS BUTTE WHICH IS LOCATED
 HQ1007'ABOUT 1 MILE NE OF OAK SPRINGS.  THIS BUTTE IS NOTICEABLE FROM
 HQ1007'THE VALLEY E OF IT BECAUSE OF ITS FLAT TOP.
 HQ1007'
 HQ1007'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 HQ1007'DISKS WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 HQ1007'
 HQ1007'FROM LAS VEGAS GO N ON TONOPAH HIGHWAY 65 MILES.  HERE TURN
 HQ1007'RIGHT ON GRADED ROAD AND CONTINUE ON THIS ROAD 26 MILES TO
 HQ1007'CANE SPRINGS.  FROM CANE SPRINGS GO N 0.4 MILE, TAKE RIGHT
 HQ1007'FORK AND GO 4.8 MILES.  TURN SHARP TO THE LEFT AND GO 0.8
 HQ1007'MILE.  TURN RIGHT AND GO 17.8 MILES, TURN LEFT AND GO 1.4
 HQ1007'MILES TO CROSS ROAD, TURN RIGHT AND GO 5.9 MILES.  TURN
 HQ1007'LEFT ON ROAD LEADING TO OAK SPRINGS, CONTINUE ON THIS ROAD
 HQ1007'3.3 MILES TO OLD CAMP SITE, GO 0.4 MILE AND TAKE LEFT FORK
 HQ1007'UP SANDY WASH AND GO 1.9 MILES TO CABINS AND MINE SITE.  END
 HQ1007'OF TRUCK TRAVEL.  GO N TO THE TOP OF MOUNTAIN, THEN ALONG
 HQ1007'RIDGE TO THE EASTERN END AND STATION.  AZIMUTH MARK 0.5
 HQ1007'MILE W OF THE STATION ON SAME RIDGE.
 HQ1007
 HQ1007                          STATION RECOVERY (1949)
 HQ1007
 HQ1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MTP)
 HQ1007'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK AND
 HQ1007'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 HQ1007'MARK WAS SEARCHED FOR, BUT NOT FOUND.
 HQ1007'
 HQ1007'TO REACH THE STATION FROM TIPPIPAH SPRINGS, AT THE ROCK HOUSE,
 HQ1007'TAKE THE ROAD AT THE WESTERN END OF THE BUILDING AND TRAVEL
 HQ1007'IN A NORTHEASTERLY DIRECTION FOR 4.2 MILES TO A T-INTERSECTION
 HQ1007'IN A WASH.  TURN LEFT OUT OF WASH HEADING NORTHERLY FOR 5.6
 HQ1007'MILES TO A CROSS-ROAD.  TURN RIGHT ON ROAD TOWARDS WHITE ROCK
 HQ1007'SPRINGS AND TRAVEL FOR 6.4 MILES TO A REVERSE Y FORK.  TURN
 HQ1007'SHARP RIGHT AND GO FOR 5.8 MILES TO A CROSS-ROAD ENTERING
 HQ1007'ONTO MAIN TRAVELED ROAD.  TAKE ROAD RIGHT FOR 1.7 MILES
 HQ1007'TO A REVERSE Y FORK.  CONTINUE STRAIGHT AHEAD FOR 1.7 MILES
 HQ1007'TO A CROSS-ROAD INTERSECTION AT THE FOOT OF SLOPES WITH THE
 HQ1007'FORMER MINING ACTIVITY IN THE BLUFFS OF THE LOWER REACHES
 HQ1007'OF THE INTERMEDIATE BUTTES.  TAKE ROAD LEFT AND GO 0.4
 HQ1007'MILE TO A STONE HOUSE NEAR THE FORKS OF DRAINAGE.  KEEP TO
 HQ1007'THE RIGHT HAND DRAINAGE FOR ABOUT 0.4 MILE TO A MINE
 HQ1007'DUMP BY FOLLOWING TRACK ROAD.  HERE, PACK NORTHEAST
 HQ1007'TOWARDS A SLOT IN THE RIM OF THE INTERMEDIATE BUTTE AND THEN
 HQ1007'ONTO RIM, PACK NORTHERLY TOWARD SOME BREAK IN THE RIM OF
 HQ1007'OAK SPRINGS BUTTE, BY FOLLOWING AN UPWARD GRADIENT TOWARD
 HQ1007'THE FOOT OF THE SLOPE WHEN ON THE TOP OF THE BUTTE,
 HQ1007'CONTINUE TOWARD ITS EASTERN TIP AND THE STATION SITE.
 HQ1007'
 HQ1007'THE AZIMUTH MARK WILL BE RECOVERED BY A SIGHT TOWARDS IT
 HQ1007'FROM THE STATION.
 HQ1007
 HQ1007                          STATION RECOVERY (1949)
 HQ1007
 HQ1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS)
 HQ1007'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 HQ1007'CONDITION AS DESCRIBED EXCEPT FOR THE AZIMUTH MARK WHICH HAS
 HQ1007'BEEN DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED AS DESCRIBED
 HQ1007'BELOW.  THERE WAS ALSO A SLIGHT DIFFERENCE IN THE DISTANCE
 HQ1007'AND DIRECTION TO REFERENCE MARK NO. 1.  THE CORRECT DATA IS
 HQ1007'GIVEN BELOW.
 HQ1007'
 HQ1007'THE STATION IS LOCATED ABOUT 1.0 MILE AIR LINE NORTHEAST OF
 HQ1007'OAK SPRINGS ON WHAT IS LOCALLY KNOWN AS OAK SPRINGS BUTTE.
 HQ1007'THE BUTTE IS QUITE NOTICEABLE BECAUSE OF ITS FLAT TOP.  THE
 HQ1007'STATION MARK IS SET ON THE EASTERN END OF THE BUTTE, PROJECTING
 HQ1007'8 INCHES, AND STAMPED OAK SPRINGS 1933.
 HQ1007'
 HQ1007'REFERENCE MARK NO. 1 IS ABOUT 6 INCHES LOWER THAN THE STATION,
 HQ1007'PROJECTING 3 INCHES, AND STAMPED
 HQ1007'OAK SPRINGS NO 1 1933.
 HQ1007'
 HQ1007'REFERENCE MARK NO. 2 IS ABOUT 6 INCHES LOWER THAN THE STATION,
 HQ1007'PROJECTING 2 INCHES, AND STAMPED
 HQ1007'OAK SPRINGS NO 2 1933.
 HQ1007'
 HQ1007'THE AZIMUTH MARK IS LOCATED 17 PACES WEST OF THE CENTER LINE
 HQ1007'OF THE ROAD LEADING TO THE STATION, 4 PACES WEST OF A WHITE
 HQ1007'WITNESS POST, PROJECTING 2 FEET, AND
 HQ1007'STAMPED OAK SPRINGS 1949.
 HQ1007'
 HQ1007'TO REACH THE STATION FROM THE RANCH BUILDINGS AT TIPPIPAH
 HQ1007'SPRINGS FOLLOW A TRACK ROAD PAST THE CORRAL FOR 4.2 MILES TO
 HQ1007'A T-INTERSECTION IN A WASH.  TURN LEFT OUT OF THE WASH AND
 HQ1007'FOLLOW THE TRACK ROAD FOR 5.7 MILES TO A CROSSROAD.  CONTINUE
 HQ1007'STRAIGHT AHEAD FOR 2.5 MILES TO A T-INTERSECTION.  TURN LEFT
 HQ1007'AND GO 2.2 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO 3.6
 HQ1007'MILES TO THE AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.  CONTINUE
 HQ1007'ON ROAD FOR 0.3 MILE TO THREE FORKS AT THE BASE OF A HILL
 HQ1007'WITH FORMER MINING ACTIVITY IN ITS SLOPE.  TAKE THE LEFT
 HQ1007'FORK FOR 0.4 MILE TO A T-INTERSECTION ON THE RIGHT.  TURN
 HQ1007'RIGHT UP A WASH AND FOLLOW A TRACK ROAD FOR 1.5 MILES TO A
 HQ1007'STONE HOUSE NEAR THE FORKS OF DRAINAGE.  (FROM HERE A FOUR
 HQ1007'WHEEL DRIVE VEHICLE IS NEEDED) KEEP THE RIGHT HAND
 HQ1007'DRAINAGE ON A DIM TRACK ROAD FOR 0.3 MILE TO THE END OF
 HQ1007'TRUCK TRAVEL AT OLD MINE DUMPS.  PACK NORTHEAST TO A BREAK
 HQ1007'IN THE RIMROCK, BEARING 42 DEGREES TRUE.  THENCE UP A
 HQ1007'GRADUAL SLOPE TO THE TOP OF THE STATION BUTTE.  CONTINUE
 HQ1007'ON THE TOP OF THE BUTTE TO ITS EASTERN END AND THE STATION
 HQ1007'AS DESCRIBED ABOVE.  A 1-1/2 HOUR PACK.
 HQ1007
 HQ1007                          STATION RECOVERY (1952)
 HQ1007
 HQ1007'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 HQ1007'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HQ1007'CONDITION.
 HQ1007'
 HQ1007'THE AZIMUTH MARK WAS DESTROYED.
 HQ1007'
 HQ1007'TO REACH STATION GO NE VIA GROOM LAKE ROAD TO A.E.C. BARRICADE.
 HQ1007'GO AROUND BARRICADE AND CONTINUE APPROXIMATELY 1 MILE TO ROAD
 HQ1007'FORK.  TAKE LEFT FORK, LEADING GENERALLY NORTH, UNTIL YOU
 HQ1007'COME TO A ROAD FORK, THE RIGHT ROAD LEADING NE TO A WINDMILL.
 HQ1007'TAKE LEFT FORK UNTIL YOU COME TO A REVERSED Y FORK, THE RIGHT
 HQ1007'FORK AGAIN LEADING TO WINDMILL TO THE EAST TURN LEFT AND FOLLOW
 HQ1007'THE MAIN ROAD TO ITS END, AT AN OLD STONE HOUSE RUINS.  HERE
 HQ1007'PACK WEST UP CANYON, UNTIL REACHING A POINT OPPOSITE BREAK IN
 HQ1007'RIMROCK OF LOWER BUTTE.  PACK SE UP LOWER BUTTE, CONTINUE
 HQ1007'SE UP UPPER BUTTE, THROUGH A BREAK IN RIMROCK, TO WEST
 HQ1007'END OF UPPER BUTTE.  WALK 1/2 MILE EAST TO STATION.
 HQ1007'
 HQ1007'THE STATION MARK IS A STANDARD BRONZE DISC, SET IN THE TOP
 HQ1007'OF A 3 FOOT SQUARE ROCK, PROJECTING 8 INCHES ABOVE GROUND.
 HQ1007'
 HQ1007'REFERENCE MARK 1, A STANDARD DISK STAMPED OAK SPRINGS NO 1
 HQ1007'1933.
 HQ1007'
 HQ1007'REFERENCE MARK 2, A STANDARD DISK STAMPED OAK SPRINGS NO 2
 HQ1007'1933.
 HQ1007
 HQ1007                          STATION RECOVERY (1959)
 HQ1007
 HQ1007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HQ1007'RECOVERED AS DESCRIBED IN 1933 IN NGS DESCRIPTION LIST 37 116 2,
 HQ1007'STATION 1006.
 HQ1007
 HQ1007                          STATION RECOVERY (1959)
 HQ1007
 HQ1007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HQ1007'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37116-2, STATION 1006.
 HQ1007'STATION MARK--A STANDARD BRONZE DISK STAMPED---OAK SPRINGS 1933---,
 HQ1007'SET IN THE TOP OF A 3 FOOT SQUARE ROCK, PROJECTING 8 INCHES ABOVE
 HQ1007'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1001 ***********************************************************************
 GR1001  DESIGNATION -  OAKEY RM 1
 GR1001  PID         -  GR1001
 GR1001  STATE/COUNTY-  NV/CLARK
 GR1001  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1001
 GR1001                         *CURRENT SURVEY CONTROL
 GR1001  ___________________________________________________________________
 GR1001* NAD 83(1986)-  36 09 07.     (N)    115 09 50.     (W)     SCALED    
 GR1001* NAVD 88     -       624.95   (+/-2cm)    2050.4    (feet)  VERTCON   
 GR1001  ___________________________________________________________________
 GR1001  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GR1001
 GR1001  VERT ORDER  -  FIRST     CLASS II (See Below)
 GR1001
 GR1001.The horizontal coordinates were scaled from a topographic map and have
 GR1001.an estimated accuracy of +/- 6 seconds.
 GR1001
 GR1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1001.The vertical order pertains to the NGVD 29 superseded value.
 GR1001
 GR1001.The geoid height was determined by GEOID03.
 GR1001
 GR1001;                    North         East    Units  Estimated Accuracy
 GR1001;SPC NV E     - 8,155,610.      237,740.      MT  (+/- 180 meters Scaled)
 GR1001
 GR1001                          SUPERSEDED SURVEY CONTROL
 GR1001
 GR1001  NGVD 29 (??/??/92)  624.319  (m)         2048.29   (f) ADJ UNCH    1 2
 GR1001
 GR1001.Superseded values are not recommended for survey control.
 GR1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1001.See file dsdata.txt to determine how the superseded data were derived.
 GR1001
 GR1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA651023(NAD 83)
 GR1001_MARKER: DR = REFERENCE MARK DISK
 GR1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1001_STAMPING: OAKEY NO 1 1957
 GR1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1001+STABILITY: SURFACE MOTION
 GR1001
 GR1001  HISTORY     - Date     Condition        Report By
 GR1001  HISTORY     - 1957     MONUMENTED       CGS
 GR1001  HISTORY     - 1963     GOOD             NGS
 GR1001  HISTORY     - 19631201 GOOD             USGS
 GR1001  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GR1001
 GR1001                          STATION DESCRIPTION
 GR1001
 GR1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1001'1.85 MI SW FROM LAS VEGAS.
 GR1001'1.6 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 GR1001'LAS VEGAS, THENCE 0.25 MILE WEST ALONG OAKEY BOULEVARD, 107 FEET SOUTH
 GR1001'OF THE CENTER LINE OF THE BOULEVARD, 39.5 FEET WEST OF OAKEY
 GR1001'TRIANGULATION STATION, 20 FEET NORTH OF THE CENTER LINE OF A GRAVEL
 GR1001'ROAD, ABOUT LEVEL WITH THE BOULEVARD, AND SET IN THE TOP OF A CONCRETE
 GR1001'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 GR1001
 GR1001                          STATION RECOVERY (1963)
 GR1001
 GR1001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (RGS)
 GR1001'RECOVERED IN GOOD CONDITION.
 GR1001
 GR1001                          STATION RECOVERY (1990)
 GR1001
 GR1001'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 GR1001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1002 ***********************************************************************
 GR1002  DESIGNATION -  OAKEY RM 2
 GR1002  PID         -  GR1002
 GR1002  STATE/COUNTY-  NV/CLARK
 GR1002  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1002
 GR1002                         *CURRENT SURVEY CONTROL
 GR1002  ___________________________________________________________________
 GR1002* NAD 83(1986)-  36 09 07.     (N)    115 09 50.     (W)     SCALED    
 GR1002* NAVD 88     -       625.04   (+/-2cm)    2050.7    (feet)  VERTCON   
 GR1002  ___________________________________________________________________
 GR1002  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GR1002
 GR1002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GR1002
 GR1002.The horizontal coordinates were scaled from a topographic map and have
 GR1002.an estimated accuracy of +/- 6 seconds.
 GR1002
 GR1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 GR1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GR1002.The vertical order pertains to the NGVD 29 superseded value.
 GR1002
 GR1002.The geoid height was determined by GEOID03.
 GR1002
 GR1002;                    North         East    Units  Estimated Accuracy
 GR1002;SPC NV E     - 8,155,610.      237,740.      MT  (+/- 180 meters Scaled)
 GR1002
 GR1002                          SUPERSEDED SURVEY CONTROL
 GR1002
 GR1002  NGVD 29 (??/??/92)  624.408  (m)         2048.58   (f) ADJ UNCH    2 0
 GR1002
 GR1002.Superseded values are not recommended for survey control.
 GR1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1002.See file dsdata.txt to determine how the superseded data were derived.
 GR1002
 GR1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA651023(NAD 83)
 GR1002_MARKER: DR = REFERENCE MARK DISK
 GR1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GR1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GR1002_STAMPING: OAKEY NO 2 1957
 GR1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR1002+STABILITY: SURFACE MOTION
 GR1002
 GR1002  HISTORY     - Date     Condition        Report By
 GR1002  HISTORY     - 1957     MONUMENTED       CGS
 GR1002  HISTORY     - 1963     MARK NOT FOUND   NGS
 GR1002  HISTORY     - 19631201 MARK NOT FOUND   USGS
 GR1002
 GR1002                          STATION DESCRIPTION
 GR1002
 GR1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GR1002'1.85 MI SW FROM LAS VEGAS.
 GR1002'1.6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 GR1002'AT LAS VEGAS, THENCE WEST 0.25 MILES ON OAKEY BLVD., 49 FEET NORTH OF
 GR1002'CENTER OF OAKEY BLVD. 30.5 FEET NORTHWEST OF STATION MARK, SET IN A
 GR1002'SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THIS
 GR1002'MARK BELIEVED DESTROYED BY A ROAD GRADER.
 GR1002
 GR1002                          STATION RECOVERY (1963)
 GR1002
 GR1002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (RGS)
 GR1002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR1962 ***********************************************************************
 GR1962  DESIGNATION -  OAKEY WM NE PIPE RE 290
 GR1962  PID         -  GR1962
 GR1962  STATE/COUNTY-  NV/CLARK
 GR1962  USGS QUAD   -  LAS VEGAS NW (1983)
 GR1962
 GR1962                         *CURRENT SURVEY CONTROL
 GR1962  ___________________________________________________________________
 GR1962* NAD 83(1994)-  36 09 05.10874(N)    115 09 51.66054(W)     ADJUSTED  
 GR1962* NAVD 88     -       625.     (meters)    2051.     (feet)  SCALED    
 GR1962  ___________________________________________________________________
 GR1962  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 GR1962  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GR1962
 GR1962  HORZ ORDER  -  SECOND
 GR1962
 GR1962.The horizontal coordinates were established by classical geodetic methods
 GR1962.and adjusted by the National Geodetic Survey in June 1998..
 GR1962
 GR1962.The orthometric height was scaled from a topographic map.
 GR1962
 GR1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR1962
 GR1962.The geoid height was determined by GEOID03.
 GR1962
 GR1962;                    North         East     Units Scale Factor Converg.
 GR1962;SPC NV E     - 8,155,551.636   237,701.053   MT  0.99991751   +0 14 49.8
 GR1962;SPC NV E     -26,757,005.66    779,857.54   sFT  0.99991751   +0 14 49.8
 GR1962;UTM  11      - 4,002,304.087   665,134.575   MT  0.99993601   +1 04 59.3
 GR1962
 GR1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR1962!SPC NV E     -   0.99990637  x   0.99991751  =   0.99982389
 GR1962!UTM  11      -   0.99990637  x   0.99993601  =   0.99984238
 GR1962
 GR1962                          SUPERSEDED SURVEY CONTROL
 GR1962
 GR1962  NAD 83(1994)-  36 09 05.10919(N)    115 09 51.66473(W) AD(       ) 2
 GR1962  NAD 83(1992)-  36 09 05.10925(N)    115 09 51.66558(W) AD(       ) 2
 GR1962  NAD 83(1992)-  36 09 05.10791(N)    115 09 51.66555(W) AD(       ) 2
 GR1962  NAD 83(1986)-  36 09 05.10234(N)    115 09 51.64848(W) AD(       ) 2
 GR1962  NAD 27      -  36 09 05.21000(N)    115 09 48.64820(W) AD(       ) 2
 GR1962
 GR1962.Superseded values are not recommended for survey control.
 GR1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR1962.See file dsdata.txt to determine how the superseded data were derived.
 GR1962
 GR1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6513502304(NAD 83)
 GR1962
 GR1962  HISTORY     - Date     Condition        Report By
 GR1962  HISTORY     - 1957     MONUMENTED       CGS
 GR1962
 GR1962                          STATION DESCRIPTION
 GR1962
 GR1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GR1962'SEE STATION OAKEY C OF LV
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0612 ***********************************************************************
 LQ0612  DESIGNATION -  OANO
 LQ0612  PID         -  LQ0612
 LQ0612  STATE/COUNTY-  NV/ELKO
 LQ0612  USGS QUAD   -  SPRING GULCH (1972)
 LQ0612
 LQ0612                         *CURRENT SURVEY CONTROL
 LQ0612  ___________________________________________________________________
 LQ0612* NAD 83(1994)-  40 32 28.58307(N)    114 07 59.07866(W)     ADJUSTED  
 LQ0612* NAVD 88     -      1428.1    (meters)    4685.     (feet)  VERTCON   
 LQ0612  ___________________________________________________________________
 LQ0612  LAPLACE CORR-          -6.74  (seconds)                    DEFLEC99
 LQ0612  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 LQ0612
 LQ0612  HORZ ORDER  -  FIRST
 LQ0612
 LQ0612.The horizontal coordinates were established by classical geodetic methods
 LQ0612.and adjusted by the National Geodetic Survey in June 1998..
 LQ0612
 LQ0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0612
 LQ0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0612
 LQ0612.The geoid height was determined by GEOID03.
 LQ0612
 LQ0612;                    North         East     Units Scale Factor Converg.
 LQ0612;SPC NV E     - 8,643,720.007   322,849.355   MT  1.00008571   +0 56 34.0
 LQ0612;SPC NV E     -28,358,604.72  1,059,214.93   sFT  1.00008571   +0 56 34.0
 LQ0612;SPC UT C     - 2,248,413.082   276,974.609   MT  0.99997476   -1 41 12.1
 LQ0612;UTM  11      - 4,491,786.130   742,792.366   MT  1.00032566   +1 51 51.8
 LQ0612
 LQ0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0612!SPC NV E     -   0.99977892  x   1.00008571  =   0.99986461
 LQ0612!SPC UT C     -   0.99977892  x   0.99997476  =   0.99975369
 LQ0612!UTM  11      -   0.99977892  x   1.00032566  =   1.00010451
 LQ0612
 LQ0612|---------------------------------------------------------------------|
 LQ0612| PID    Reference Object                     Distance      Geod. Az  |
 LQ0612|                                                           dddmmss.s |
 LQ0612| LQ0613 T31N R69E SECS 23 24 1/4 WC         200.011 METERS 01255     |
 LQ0612| DD5563 OANO AZ MK                                         1855915.7 |
 LQ0612| DD5564 OANO RM 1                            20.442 METERS 22822     |
 LQ0612| DD5565 OANO RM 2                            17.777 METERS 33825     |
 LQ0612|---------------------------------------------------------------------|
 LQ0612
 LQ0612                          SUPERSEDED SURVEY CONTROL
 LQ0612
 LQ0612  NAD 83(1994)-  40 32 28.58298(N)    114 07 59.07847(W) AD(       ) 1
 LQ0612  NAD 83(1986)-  40 32 28.57628(N)    114 07 59.07349(W) AD(       ) 1
 LQ0612  NAD 27      -  40 32 28.82332(N)    114 07 56.02608(W) AD(       ) 1
 LQ0612  NGVD 29 (07/19/86) 1427.1    (m)         4682.     (f) VERT ANG       
 LQ0612
 LQ0612.Superseded values are not recommended for survey control.
 LQ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0612.See file dsdata.txt to determine how the superseded data were derived.
 LQ0612
 LQ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQE4279291786(NAD 83)
 LQ0612_MARKER: DS = TRIANGULATION STATION DISK
 LQ0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0612
 LQ0612  HISTORY     - Date     Condition        Report By
 LQ0612  HISTORY     - 1944     MONUMENTED       CGS
 LQ0612  HISTORY     - 1965     GOOD             CGS
 LQ0612  HISTORY     - 1972     GOOD             USGS
 LQ0612
 LQ0612                          STATION DESCRIPTION
 LQ0612
 LQ0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 LQ0612'STATION IS LOCATED 15.5 MILES (BY ROAD) SSW OF WENDOVER, 8.8
 LQ0612'MILES (BY ROAD) N OF THE FERGUSON HIGHWAY MAINTENANCE STATION, ON
 LQ0612'A HIGH BENCH OVERLOOKING THE SALT FLATS.
 LQ0612'
 LQ0612'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 LQ0612'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND AND IS
 LQ0612'STAMPED OANO 1944.  IT IS 72 FEET W OF THE CENTER LINE OF U.S.
 LQ0612'HIGHWAY 50 AND 6 FEET S OF A 4- BY 4-INCH WOODEN WITNESS POST.
 LQ0612'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 LQ0612'
 LQ0612'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 LQ0612'CYLINDER PROJECTING 6 INCHES ABOVE THE GROUND.  STAMPED OANO
 LQ0612'NO 1 1944.
 LQ0612'
 LQ0612'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 LQ0612'CYLINDER PROJECTING 4 INCHES ABOVE THE GROUND.  STAMPED OANO
 LQ0612'NO 2 1944.
 LQ0612'
 LQ0612'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING BEDROCK
 LQ0612'AND IS STAMPED OANO 1944.  IT IS 300 FEET W OF THE CENTER
 LQ0612'LINE OF U.S. HIGHWAY 50 AND 4 FEET W OF A 4- BY 4-INCH WOODEN
 LQ0612'WITNESS POST.
 LQ0612'
 LQ0612'G.L.O. CORNER IS N OF THE STATION AND 20 FEET E OF THE CENTER
 LQ0612'LINE OF U.S. HIGHWAY 50.  IT IS A STANDARD GENERAL LAND OFFICE
 LQ0612'BRASS CAP RIVITED TO A 3/4-INCH IRON PIPE PROJECTING 15 INCHES
 LQ0612'ABOVE THE GROUND AND IS STAMPED W C 1/4 S 23 S 24.
 LQ0612'
 LQ0612'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 40
 LQ0612'ONE MILE W OF WENDOVER, GO S ON U.S. HIGHWAY 50 FOR 14.5 MILES
 LQ0612'TO STATION ON RIGHT.
 LQ0612'
 LQ0612'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 LQ0612
 LQ0612                          STATION RECOVERY (1965)
 LQ0612
 LQ0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0612'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE
 LQ0612'RECOVERED AND FOUND IN GOOD CONDITION.  G.L.O. CORNER WAS NOT
 LQ0612'RECOVERED AND MAY HAVE BEEN DESTROYED BY BLADING IN THE AREA.
 LQ0612'A COMPLETE DESCRIPTION FOLLOWS.
 LQ0612'
 LQ0612'THE STATION IS LOCATED ABOUT 15 MILES AIRLINE SOUTH-SOUTHWEST
 LQ0612'OF WENDOVER UTAH, ABOUT 8-1/2 MILES NORTH OF FERGUSON MAINTENANCE
 LQ0612'STATION AND 0.8 MILE SOUTH OF NEVADA U.S. HIGHWAY 93.  IT IS
 LQ0612'ON A BENCH OVER LOOKING THE SALT FLATS ALONG THE WEST SIDE OF
 LQ0612'THE OLD HIGHWAY.
 LQ0612'
 LQ0612'THE STATION MARK IS A STANDARD DISK STAMPED OANO 1944.  IT IS
 LQ0612'SET IN THE TOP OF A 10 X 10 INCH CONCRETE MONUMENT WHICH
 LQ0612'PROJECTS 6 INCHES.
 LQ0612'
 LQ0612'IT IS 83-1/2 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 360,
 LQ0612'72-1/2 FEET WEST OF THE CENTER LINE OF THE OLD HIGHWAY AND 5.8
 LQ0612'FEET SOUTH OF THE WITNESS POST.
 LQ0612'
 LQ0612'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED OANO NO 1
 LQ0612'1944.  IT IS SET IN THE TOP OF A 10 X 10 INCH CONCRETE MONUMENT
 LQ0612'WHICH PROJECTS 4 INCHES.  IT IS 99-1/2 FEET SOUTH OF TELEPHONE
 LQ0612'POLE NUMBER 360 AND 118 FEET WEST OF THE CENTER LINE OF THE
 LQ0612'OLD HIGHWAY.
 LQ0612'
 LQ0612'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED OANO NO 2 1944.
 LQ0612'IT IS SET IN THE TOP OF A 10 X 10 INCH CONCRETE MONUMENT WHICH
 LQ0612'PROJECTS 4 INCHES.  IT IS 98.4 FEET WEST OF THE CENTER LINE OF
 LQ0612'THE OLD HIGHWAY AND 42 FEET EAST OF TELEPHONE POLE NUMBER 360.
 LQ0612'
 LQ0612'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OANO 1944.  IT IS
 LQ0612'SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK.  IT IS 14.8 FEET
 LQ0612'SOUTHWEST OF A WITNESS POST.
 LQ0612'
 LQ0612'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 50
 LQ0612'ALT. AND 40 AT THE WEST END OF WENDOVER GO SOUTH ALONG 50 ALT.
 LQ0612'FOR 16 MILES TO A SIDE ROAD LEFT AT SIGN BLUE LAKE.  TURN LEFT
 LQ0612'AND GO EAST FOR 0.9 MILE TO THE OLD HIGHWAY.  (THE AZIMUTH MARK
 LQ0612'IS 1.0 MILE SOUTH ALONG THIS ROAD TO A ROCK LEDGE ON THE RIGHT
 LQ0612'ABOUT 0.1 MILE WEST OF OLD HIGHWAY.) TURN LEFT ALONG OLD
 LQ0612'HIGHWAY FOR 1.8 MILES TO THE STATION ON THE LEFT.
 LQ0612'
 LQ0612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES SOUTH
 LQ0612'OF WENDOVER UTAH.
 LQ0612
 LQ0612                          STATION RECOVERY (1972)
 LQ0612
 LQ0612'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DJW)
 LQ0612'16.5 MI. S. ALONG U.S. HWY. 50 ALTERNATE FROM THE JUNCTION OF
 LQ0612'U.S. HWY 40 AT WENDOVER, TO JUNCTION OF A GRAVELED ROAD LEADING
 LQ0612'EAST TO BLUE LAKE AS POSTED.  0.8 MI. E. TO OLD GRADE OF U.S.
 LQ0612'HWY 50 ALT., THENCE N. ALONG OLD HIGHWAY GRADE 1.8 MI. TO
 LQ0612'STATION ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0175 ***********************************************************************
 MT0175  DESIGNATION -  OASIS
 MT0175  PID         -  MT0175
 MT0175  STATE/COUNTY-  NV/ELKO
 MT0175  USGS QUAD   -  COBRE (1982)
 MT0175
 MT0175                         *CURRENT SURVEY CONTROL
 MT0175  ___________________________________________________________________
 MT0175* NAD 83(1994)-  41 01 47.86729(N)    114 29 25.22271(W)     ADJUSTED  
 MT0175* NAVD 88     -      1796.016  (meters)    5892.43   (feet)  ADJUSTED  
 MT0175  ___________________________________________________________________
 MT0175  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 MT0175  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 MT0175  DYNAMIC HT  -        1794.507 (meters)    5887.48  (feet)  COMP
 MT0175  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 MT0175
 MT0175  HORZ ORDER  -  SECOND
 MT0175  VERT ORDER  -  SECOND    CLASS 0
 MT0175
 MT0175.The horizontal coordinates were established by classical geodetic methods
 MT0175.and adjusted by the National Geodetic Survey in June 1998..
 MT0175
 MT0175.The orthometric height was determined by differential leveling
 MT0175.and adjusted by the National Geodetic Survey in June 1991..
 MT0175
 MT0175.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0175
 MT0175.The geoid height was determined by GEOID03.
 MT0175
 MT0175.The dynamic height is computed by dividing the NAVD 88
 MT0175.geopotential number by the normal gravity value computed on the
 MT0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0175.degrees latitude (g = 980.6199 gals.).
 MT0175
 MT0175.The modeled gravity was interpolated from observed gravity values.
 MT0175
 MT0175;                    North         East     Units Scale Factor Converg.
 MT0175;SPC NV E     - 8,697,548.304   291,909.159   MT  1.00000393   +0 43 03.2
 MT0175;SPC NV E     -28,535,206.39    957,705.30   sFT  1.00000393   +0 43 03.2
 MT0175;UTM  11      - 4,545,117.555   710,980.115   MT  1.00014788   +1 38 53.1
 MT0175
 MT0175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0175!SPC NV E     -   0.99972104  x   1.00000393  =   0.99972496
 MT0175!UTM  11      -   0.99972104  x   1.00014788  =   0.99986887
 MT0175
 MT0175:                Primary Azimuth Mark                     Grid Az
 MT0175:SPC NV E     -  NAPE                                     128 10 31.4
 MT0175:UTM  11      -  NAPE                                     127 14 41.5
 MT0175
 MT0175|---------------------------------------------------------------------|
 MT0175| PID    Reference Object                     Distance      Geod. Az  |
 MT0175|                                                           dddmmss.s |
 MT0175| MT0182 NAPE                                APPROX. 2.8 KM 1285334.6 |
 MT0175| MT0176 OASIS 2                             202.930 METERS 20526     |
 MT0175| MT0177 OASIS RM 1                            6.987 METERS 20614     |
 MT0175| MT0178 OASIS RM 2                            6.483 METERS 27709     |
 MT0175|---------------------------------------------------------------------|
 MT0175
 MT0175                          SUPERSEDED SURVEY CONTROL
 MT0175
 MT0175  NAD 83(1994)-  41 01 47.86706(N)    114 29 25.22236(W) AD(       ) 2
 MT0175  NAD 83(1986)-  41 01 47.86144(N)    114 29 25.21882(W) AD(       ) 2
 MT0175  NAD 27      -  41 01 48.13183(N)    114 29 22.12065(W) AD(       ) 2
 MT0175  NGVD 29 (??/??/92) 1794.891  (m)         5888.74   (f) ADJ UNCH    2 0
 MT0175
 MT0175.Superseded values are not recommended for survey control.
 MT0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0175.See file dsdata.txt to determine how the superseded data were derived.
 MT0175
 MT0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF1098045118(NAD 83)
 MT0175_MARKER: DS = TRIANGULATION STATION DISK
 MT0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0175_STAMPING: OASIS 1957
 MT0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0175+STABILITY: SURFACE MOTION
 MT0175
 MT0175  HISTORY     - Date     Condition        Report By
 MT0175  HISTORY     - 1957     MONUMENTED       CGS
 MT0175  HISTORY     - 1957     GOOD             CGS
 MT0175  HISTORY     - 1972     SEE DESCRIPTION  NGS
 MT0175  HISTORY     - 1972     GOOD             NGS
 MT0175
 MT0175                          STATION DESCRIPTION
 MT0175
 MT0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0175'THE STATION IS 0.2 MILE WEST-NORTHWEST ALONG U.S. HIGHWAY 40
 MT0175'FROM OASIS, 63 PACES SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MT0175'80 FEET WEST OF THE JOHNSON RANCH ROAD AND 28 PACES WEST-SOUTHWEST
 MT0175'OF THE LARGE ARCH SIGN JOHNSON RANCH - BIG SPRINGS LAND AND
 MT0175'CATTLE CO.
 MT0175'
 MT0175'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 MT0175'CONCRETE CYLINDERS.
 MT0175'
 MT0175'THE STATION MARK, STAMPED OASS 1957, PROJECTS ABOUT 2 INCHES
 MT0175'AND IS 6 FEET SOUTHEAST OF A WITNESS POST.
 MT0175'
 MT0175'REFERENCE MARK 1, STAMPED OASIS NO 1 1957, PROJECTS ABOUT
 MT0175'4 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 MT0175'
 MT0175'REFERENCE MARK 2, STAMPED OASIS NO 2 1957, PROJECTS ABOUT
 MT0175'3 INCHES AND IS ALSO ABOUT THE SAME ELEVATION AS THE STATION.
 MT0175
 MT0175                          STATION RECOVERY (1957)
 MT0175
 MT0175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 MT0175'0.2 MI NW FROM OASIS.
 MT0175'0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 40 FROM OASIS, 216.0 FEET SOUTH
 MT0175'OF CENTER LINE OF THE HIGHWAY, 81.0 FEET WEST OF CENTER OF GRADED
 MT0175'ROAD, 22.9 FEET NORTH OF R.M. 1, 21.4 FEET EAST OF R.M. 2 6.3 FEET
 MT0175'EAST OF WITNESS POST, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES
 MT0175'ABOVE GROUND SURFACE.
 MT0175
 MT0175                          STATION RECOVERY (1972)
 MT0175
 MT0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MT0175'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 MT0175'AND FOUND IN GOOD CONDITION.  THE STATION WAS IN WILL SOON
 MT0175'BE DESTROYED BY CONSTRUCTION OF INTERSTATE HIGHWAY 80 AND
 MT0175'WAS MOVED AT THIS TIME.
 MT0175'
 MT0175'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.2 MILE
 MT0175'NORTHWEST OF OASIS
 MT0175
 MT0175                          STATION RECOVERY (1972)
 MT0175
 MT0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MT0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0176 ***********************************************************************
 MT0176  DESIGNATION -  OASIS 2
 MT0176  PID         -  MT0176
 MT0176  STATE/COUNTY-  NV/ELKO
 MT0176  USGS QUAD   -  COBRE (1982)
 MT0176
 MT0176                         *CURRENT SURVEY CONTROL
 MT0176  ___________________________________________________________________
 MT0176* NAD 83(1994)-  41 01 41.92658(N)    114 29 28.95345(W)     ADJUSTED  
 MT0176* NAVD 88     -      1797.42   (meters)    5897.0    (feet)  RESET     
 MT0176  ___________________________________________________________________
 MT0176  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 MT0176  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 MT0176
 MT0176  HORZ ORDER  -  THIRD
 MT0176  VERT ORDER  -  THIRD
 MT0176
 MT0176.The horizontal coordinates were established by classical geodetic methods
 MT0176.and adjusted by the National Geodetic Survey in June 1998..
 MT0176
 MT0176.The orthometric height was computed from unverified reset data.
 MT0176
 MT0176.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0176
 MT0176.The geoid height was determined by GEOID03.
 MT0176
 MT0176;                    North         East     Units Scale Factor Converg.
 MT0176;SPC NV E     - 8,697,363.965   291,824.308   MT  1.00000374   +0 43 00.6
 MT0176;SPC NV E     -28,534,601.61    957,426.92   sFT  1.00000374   +0 43 00.6
 MT0176;UTM  11      - 4,544,931.836   710,898.256   MT  1.00014745   +1 38 50.4
 MT0176
 MT0176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0176!SPC NV E     -   0.99972082  x   1.00000374  =   0.99972455
 MT0176!UTM  11      -   0.99972082  x   1.00014745  =   0.99986822
 MT0176
 MT0176|---------------------------------------------------------------------|
 MT0176| PID    Reference Object                     Distance      Geod. Az  |
 MT0176|                                                           dddmmss.s |
 MT0176| MT0175 OASIS                               202.930 METERS 02526     |
 MT0176| MT0182 NAPE                                APPROX. 2.7 KM 1244301.5 |
 MT0176|---------------------------------------------------------------------|
 MT0176
 MT0176                          SUPERSEDED SURVEY CONTROL
 MT0176
 MT0176  NAD 83(1994)-  41 01 41.92636(N)    114 29 28.95309(W) AD(       ) 3
 MT0176  NAD 83(1986)-  41 01 41.92075(N)    114 29 28.94959(W) AD(       ) 3
 MT0176  NAD 27      -  41 01 42.19074(N)    114 29 25.85155(W) AD(       ) 3
 MT0176  NGVD 29 (07/19/86) 1796.3    (m)         5893.     (f) VERT ANG       
 MT0176
 MT0176.Superseded values are not recommended for survey control.
 MT0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0176.See file dsdata.txt to determine how the superseded data were derived.
 MT0176
 MT0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF1089844932(NAD 83)
 MT0176_MARKER: DS = TRIANGULATION STATION DISK
 MT0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MT0176_SP_SET: MONUMENT
 MT0176_STAMPING: OASIS 2 1972
 MT0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0176
 MT0176  HISTORY     - Date     Condition        Report By
 MT0176  HISTORY     - 1972     MONUMENTED       NGS
 MT0176  HISTORY     - 1972     GOOD             NGS
 MT0176
 MT0176                          STATION DESCRIPTION
 MT0176
 MT0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MT0176'0.2 MI NW FROM OASIS.
 MT0176'0.2 MILE NORTHWEST OF OASIS ALONG U.S. HIGHWAY 40, THENCE 1/4 MILE
 MT0176'SOUTHWEST ALONG A RANCH ROAD TO A POWER LINE AND THE MARK ON THE RIGHT
 MT0176'AT THE SECOND POWER POLE AND WITNESS SIGN.  SET IN TOP OF A CONCRETE
 MT0176'MONUMENT WHICH IS ABOUT FLUSH.
 MT0176
 MT0176                          STATION RECOVERY (1972)
 MT0176
 MT0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MT0176'THE STATION IS LOCATED 0.2 MILE NORTHWEST OF OASIS, 0.1 MILE
 MT0176'NORTH OF THE JOHNSON RANCH ROAD AND WILL BE ABOUT 0.05 MILE WEST OF
 MT0176'INTERSTATE HIGHWAY 80 WHEN THE HIGHWAY IS COMPLETED.
 MT0176'
 MT0176'THE STATION MARK IS A STANDARD DISK STAMPED, OASIS 2 1972.  IT IS
 MT0176'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 1
 MT0176'INCH.  IT IS 12 FEET EAST OF THE FIRST POWER POLE NORTH OF THE
 MT0176'RANCH ROAD.
 MT0176'
 MT0176'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME DUE TO ADVERSE
 MT0176'WEATHER CONDITIONS.
 MT0176'
 MT0176'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0177 ***********************************************************************
 MT0177  DESIGNATION -  OASIS RM 1
 MT0177  PID         -  MT0177
 MT0177  STATE/COUNTY-  NV/ELKO
 MT0177  USGS QUAD   -  COBRE (1982)
 MT0177
 MT0177                         *CURRENT SURVEY CONTROL
 MT0177  ___________________________________________________________________
 MT0177* NAD 83(1986)-  41 01 48.     (N)    114 29 25.     (W)     SCALED    
 MT0177* NAVD 88     -      1796.093  (meters)    5892.68   (feet)  ADJUSTED  
 MT0177  ___________________________________________________________________
 MT0177  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 MT0177  DYNAMIC HT  -        1794.584 (meters)    5887.73  (feet)  COMP
 MT0177  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 MT0177
 MT0177  VERT ORDER  -  SECOND    CLASS 0
 MT0177
 MT0177.The horizontal coordinates were scaled from a topographic map and have
 MT0177.an estimated accuracy of +/- 6 seconds.
 MT0177
 MT0177.The orthometric height was determined by differential leveling
 MT0177.and adjusted by the National Geodetic Survey in June 1991..
 MT0177
 MT0177.The geoid height was determined by GEOID03.
 MT0177
 MT0177.The dynamic height is computed by dividing the NAVD 88
 MT0177.geopotential number by the normal gravity value computed on the
 MT0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0177.degrees latitude (g = 980.6199 gals.).
 MT0177
 MT0177.The modeled gravity was interpolated from observed gravity values.
 MT0177
 MT0177;                    North         East    Units  Estimated Accuracy
 MT0177;SPC NV E     - 8,697,550.      291,910.      MT  (+/- 180 meters Scaled)
 MT0177
 MT0177                          SUPERSEDED SURVEY CONTROL
 MT0177
 MT0177  NGVD 29 (??/??/92) 1794.968  (m)         5888.99   (f) ADJ UNCH    2 0
 MT0177
 MT0177.Superseded values are not recommended for survey control.
 MT0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0177.See file dsdata.txt to determine how the superseded data were derived.
 MT0177
 MT0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF109451(NAD 83)
 MT0177_MARKER: DR = REFERENCE MARK DISK
 MT0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0177_STAMPING: OASIS NO 1 1957
 MT0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0177+STABILITY: SURFACE MOTION
 MT0177
 MT0177  HISTORY     - Date     Condition        Report By
 MT0177  HISTORY     - 1957     MONUMENTED       CGS
 MT0177
 MT0177                          STATION DESCRIPTION
 MT0177
 MT0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0177'0.2 MI NW FROM OASIS.
 MT0177'0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 40 FROM OASIS, 239.0 FEET SOUTH
 MT0177'OF CENTER LINE OF THE HIGHWAY, 84.0 FEET WEST OF CENTER OF GRADED
 MT0177'ROAD, 22.9 FEET SOUTH OF STATION MARK, SET IN A ROUND CONCRETE POST
 MT0177'PROJECTING 3 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0178 ***********************************************************************
 MT0178  DESIGNATION -  OASIS RM 2
 MT0178  PID         -  MT0178
 MT0178  STATE/COUNTY-  NV/ELKO
 MT0178  USGS QUAD   -  COBRE (1982)
 MT0178
 MT0178                         *CURRENT SURVEY CONTROL
 MT0178  ___________________________________________________________________
 MT0178* NAD 83(1986)-  41 01 48.     (N)    114 29 25.     (W)     SCALED    
 MT0178* NAVD 88     -      1796.163  (meters)    5892.91   (feet)  ADJUSTED  
 MT0178  ___________________________________________________________________
 MT0178  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 MT0178  DYNAMIC HT  -        1794.653 (meters)    5887.96  (feet)  COMP
 MT0178  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 MT0178
 MT0178  VERT ORDER  -  SECOND    CLASS 0
 MT0178
 MT0178.The horizontal coordinates were scaled from a topographic map and have
 MT0178.an estimated accuracy of +/- 6 seconds.
 MT0178
 MT0178.The orthometric height was determined by differential leveling
 MT0178.and adjusted by the National Geodetic Survey in June 1991..
 MT0178
 MT0178.The geoid height was determined by GEOID03.
 MT0178
 MT0178.The dynamic height is computed by dividing the NAVD 88
 MT0178.geopotential number by the normal gravity value computed on the
 MT0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MT0178.degrees latitude (g = 980.6199 gals.).
 MT0178
 MT0178.The modeled gravity was interpolated from observed gravity values.
 MT0178
 MT0178;                    North         East    Units  Estimated Accuracy
 MT0178;SPC NV E     - 8,697,550.      291,910.      MT  (+/- 180 meters Scaled)
 MT0178
 MT0178                          SUPERSEDED SURVEY CONTROL
 MT0178
 MT0178  NGVD 29 (??/??/92) 1795.038  (m)         5889.22   (f) ADJ UNCH    2 0
 MT0178
 MT0178.Superseded values are not recommended for survey control.
 MT0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0178.See file dsdata.txt to determine how the superseded data were derived.
 MT0178
 MT0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF109451(NAD 83)
 MT0178_MARKER: DR = REFERENCE MARK DISK
 MT0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MT0178_STAMPING: OASIS NO 2 1957
 MT0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MT0178+STABILITY: SURFACE MOTION
 MT0178
 MT0178  HISTORY     - Date     Condition        Report By
 MT0178  HISTORY     - 1957     MONUMENTED       CGS
 MT0178
 MT0178                          STATION DESCRIPTION
 MT0178
 MT0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MT0178'0.2 MI NW FROM OASIS.
 MT0178'0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 40 FROM OASIS, 222.0 FEET SOUTH
 MT0178'OF CENTER LINE OF THE HIGHWAY, 101.0 FEET WEST OF CENTER OF GRADED
 MT0178'ROAD, 21.4 FEET WEST OF STATION MARK, SET IN A ROUND CONCRETE POST
 MT0178'PROJECTING 4 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HQ1055 ***********************************************************************
 HQ1055  DESIGNATION -  OBSERVATION HOUSE
 HQ1055  PID         -  HQ1055
 HQ1055  STATE/COUNTY-  NV/NYE
 HQ1055  USGS QUAD   -  MONITOR PEAK (1987)
 HQ1055
 HQ1055                         *CURRENT SURVEY CONTROL
 HQ1055  ___________________________________________________________________
 HQ1055* NAD 83(1994)-  37 58 59.14855(N)    116 53 38.36973(W)     ADJUSTED  
 HQ1055* NAVD 88     -      1944.     (meters)    6378.     (feet)  SCALED    
 HQ1055  ___________________________________________________________________
 HQ1055  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 HQ1055  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 HQ1055
 HQ1055  HORZ ORDER  -  THIRD
 HQ1055
 HQ1055.The horizontal coordinates were established by classical geodetic methods
 HQ1055.and adjusted by the National Geodetic Survey in June 1998..
 HQ1055
 HQ1055.The orthometric height was scaled from a topographic map.
 HQ1055
 HQ1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ1055
 HQ1055.The geoid height was determined by GEOID03.
 HQ1055
 HQ1055;                    North         East     Units Scale Factor Converg.
 HQ1055;SPC NV C     - 6,358,752.002   480,030.895   MT  0.99990491   -0 08 23.7
 HQ1055;SPC NV C     -20,862,005.53  1,574,901.36   sFT  0.99990491   -0 08 23.7
 HQ1055;UTM  11      - 4,203,944.880   509,309.392   MT  0.99960107   +0 03 54.9
 HQ1055
 HQ1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ1055!SPC NV C     -   0.99969895  x   0.99990491  =   0.99960389
 HQ1055!UTM  11      -   0.99969895  x   0.99960107  =   0.99930014
 HQ1055
 HQ1055                          SUPERSEDED SURVEY CONTROL
 HQ1055
 HQ1055  NAD 83(1992)-  37 58 59.14675(N)    116 53 38.37478(W) AD(       ) 4
 HQ1055  NAD 83(1986)-  37 58 59.14505(N)    116 53 38.37689(W) AD(       ) 4
 HQ1055  NAD 27      -  37 58 59.37100(N)    116 53 35.12600(W) AD(       ) 3
 HQ1055
 HQ1055.Superseded values are not recommended for survey control.
 HQ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ1055.See file dsdata.txt to determine how the superseded data were derived.
 HQ1055
 HQ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNC0930903945(NAD 83)
 HQ1055
 HQ1055  HISTORY     - Date     Condition        Report By
 HQ1055  HISTORY     - 1950     MONUMENTED       CGS
 HQ1055  HISTORY     - 1958     MARK NOT FOUND   CGS
 HQ1055
 HQ1055                          STATION DESCRIPTION
 HQ1055
 HQ1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 HQ1055'THE STATION COULD NOT BE REACHED DUE TO SNOW IN THE MOUNTAIN.
 HQ1055'A BUILDING WAS SEEN IN THE AREA INDICATED IN THE DESCRIPTION OF
 HQ1055'MONITOR 1950 TO WHICH THE STATION IS CONNECTED BY TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JQ0532 ***********************************************************************
 JQ0532  DESIGNATION -  ODDIE
 JQ0532  PID         -  JQ0532
 JQ0532  STATE/COUNTY-  NV/NYE
 JQ0532  USGS QUAD   -  TONOPAH (1982)
 JQ0532
 JQ0532                         *CURRENT SURVEY CONTROL
 JQ0532  ___________________________________________________________________
 JQ0532* NAD 83(1994)-  38 04 21.23658(N)    117 13 18.67248(W)     ADJUSTED  
 JQ0532* NAVD 88     -      2032.4    (meters)    6668.     (feet)  VERTCON   
 JQ0532  ___________________________________________________________________
 JQ0532  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 JQ0532  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 JQ0532
 JQ0532  HORZ ORDER  -  THIRD
 JQ0532
 JQ0532.The horizontal coordinates were established by classical geodetic methods
 JQ0532.and adjusted by the National Geodetic Survey in June 1998..
 JQ0532
 JQ0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 JQ0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JQ0532
 JQ0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 JQ0532
 JQ0532.The geoid height was determined by GEOID03.
 JQ0532
 JQ0532;                    North         East     Units Scale Factor Converg.
 JQ0532;SPC NV C     - 6,368,802.942   451,289.354   MT  0.99992921   -0 20 32.5
 JQ0532;SPC NV C     -20,894,980.99  1,480,605.16   sFT  0.99992921   -0 20 32.5
 JQ0532;SPC NV W     - 4,369,532.703   919,454.971   MT  1.00007569   +0 50 22.8
 JQ0532;SPC NV W     -14,335,708.54  3,016,578.52   sFT  1.00007569   +0 50 22.8
 JQ0532;UTM  11      - 4,213,889.618   480,541.056   MT  0.99960466   -0 08 12.5
 JQ0532
 JQ0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JQ0532!SPC NV C     -   0.99968510  x   0.99992921  =   0.99961433
 JQ0532!SPC NV W     -   0.99968510  x   1.00007569  =   0.99976077
 JQ0532!UTM  11      -   0.99968510  x   0.99960466  =   0.99928989
 JQ0532
 JQ0532:                Primary Azimuth Mark                     Grid Az
 JQ0532:SPC NV C     -  TONOPAH ASTRONOMIC                       246 26 04.5
 JQ0532:SPC NV W     -  TONOPAH ASTRONOMIC                       245 15 09.2
 JQ0532:UTM  11      -  TONOPAH ASTRONOMIC                       246 13 44.5
 JQ0532
 JQ0532|---------------------------------------------------------------------|
 JQ0532| PID    Reference Object                     Distance      Geod. Az  |
 JQ0532|                                                           dddmmss.s |
 JQ0532| JQ0526 TONOPAH ASTRONOMIC                  APPROX. 1.1 KM 2460532.0 |
 JQ0532|---------------------------------------------------------------------|
 JQ0532
 JQ0532                          SUPERSEDED SURVEY CONTROL
 JQ0532
 JQ0532  NAD 83(1986)-  38 04 21.23326(N)    117 13 18.67867(W) AD(       ) 3
 JQ0532  NAD 27      -  38 04 21.48100(N)    117 13 15.39100(W) AD(       ) 3
 JQ0532  NGVD 29 (07/19/86) 2031.2    (m)         6664.     (f) VERT ANG       
 JQ0532
 JQ0532.Superseded values are not recommended for survey control.
 JQ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JQ0532.See file dsdata.txt to determine how the superseded data were derived.
 JQ0532
 JQ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMC8054113890(NAD 83)
 JQ0532_MARKER: H = DRILL HOLE
 JQ0532_SETTING: 66 = SET IN ROCK OUTCROP
 JQ0532_SP_SET: SET IN BEDROCK
 JQ0532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JQ0532+STABILITY: POSITION/ELEVATION WELL
 JQ0532
 JQ0532  HISTORY     - Date     Condition        Report By
 JQ0532  HISTORY     - 1902     MONUMENTED       CGS
 JQ0532
 JQ0532                          STATION DESCRIPTION
 JQ0532
 JQ0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (CHS)
 JQ0532'ON THE SUMMIT OF MOUNT ODDIE, A MOUNTAIN WELL KNOWN ON ACCOUNT
 JQ0532'OF THE MISPAH MINE.  THE STATION IS MARKED BY A DRILL HOLE
 JQ0532'IN SOLID ROCK OVER WHICH IS A PILE OF ROCKS ABOUT THE BASE
 JQ0532'OF THE SIGNAL POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0727 ***********************************************************************
 LQ0727  DESIGNATION -  ODIAGA
 LQ0727  PID         -  LQ0727
 LQ0727  STATE/COUNTY-  NV/ELKO
 LQ0727  USGS QUAD   -  EAST OF BAILEY MTN (1985)
 LQ0727
 LQ0727                         *CURRENT SURVEY CONTROL
 LQ0727  ___________________________________________________________________
 LQ0727* NAD 83(1994)-  40 22 11.55337(N)    115 48 04.10338(W)     ADJUSTED  
 LQ0727* NAVD 88     -      1776.3    (meters)    5828.     (feet)  VERTCON   
 LQ0727  ___________________________________________________________________
 LQ0727  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 LQ0727  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 LQ0727
 LQ0727  HORZ ORDER  -  FIRST
 LQ0727
 LQ0727.The horizontal coordinates were established by classical geodetic methods
 LQ0727.and adjusted by the National Geodetic Survey in June 1998..
 LQ0727
 LQ0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 LQ0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LQ0727
 LQ0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0727
 LQ0727.The geoid height was determined by GEOID03.
 LQ0727
 LQ0727;                    North         East     Units Scale Factor Converg.
 LQ0727;SPC NV E     - 8,623,701.453   181,503.247   MT  0.99990421   -0 08 27.9
 LQ0727;SPC NV E     -28,292,927.18    595,481.90   sFT  0.99990421   -0 08 27.9
 LQ0727;UTM  11      - 4,469,500.916   601,781.271   MT  0.99972752   +0 46 35.7
 LQ0727
 LQ0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0727!SPC NV E     -   0.99972446  x   0.99990421  =   0.99962870
 LQ0727!UTM  11      -   0.99972446  x   0.99972752  =   0.99945205
 LQ0727
 LQ0727|---------------------------------------------------------------------|
 LQ0727| PID    Reference Object                     Distance      Geod. Az  |
 LQ0727|                                                           dddmmss.s |
 LQ0727| AH8011 ODIAGA RM 1                           9.187 METERS 03842     |
 LQ0727| DD5566 ODIAGA AZ MK                                       0664646.5 |
 LQ0727| LQ0706 TIPTON PEAK                         APPROX.28.0 KM 0774137.0 |
 LQ0727| LQ0708 GREEN MOUNTAIN                      APPROX.25.2 KM 0832246.2 |
 LQ0727| AH8012 ODIAGA RM 2                           6.714 METERS 12901     |
 LQ0727|---------------------------------------------------------------------|
 LQ0727
 LQ0727                          SUPERSEDED SURVEY CONTROL
 LQ0727
 LQ0727  NAD 83(1986)-  40 22 11.55223(N)    115 48 04.09918(W) AD(       ) 1
 LQ0727  NAD 27      -  40 22 11.80289(N)    115 48 00.87529(W) AD(       ) 1
 LQ0727  NGVD 29 (07/19/86) 1775.2    (m)         5824.     (f) VERT ANG       
 LQ0727
 LQ0727.Superseded values are not recommended for survey control.
 LQ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0727.See file dsdata.txt to determine how the superseded data were derived.
 LQ0727
 LQ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPE0178169501(NAD 83)
 LQ0727_MARKER: DS = TRIANGULATION STATION DISK
 LQ0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0727_PROJECTION: FLUSH
 LQ0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0727+STABILITY: SURFACE MOTION
 LQ0727
 LQ0727  HISTORY     - Date     Condition        Report By
 LQ0727  HISTORY     - 1947     MONUMENTED       CGS
 LQ0727  HISTORY     - 1951     GOOD             USGS
 LQ0727  HISTORY     - 1957     GOOD             USGS
 LQ0727  HISTORY     - 1965     GOOD             CGS
 LQ0727  HISTORY     - 1974     GOOD             DMA
 LQ0727
 LQ0727                          STATION DESCRIPTION
 LQ0727
 LQ0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 LQ0727'STATION IS ABOUT 4 MILES, AIRLINE, W. OF THE ODIAGA RANCH
 LQ0727'AND ON A LOW RIDGE WHICH SLOPES GRADUALLY TO THE E. AND N.
 LQ0727'THE LOWER BRANCHES OF THREE CEDAR OR JUNIPER TREES WERE TRIMMED
 LQ0727'AND THE STATION IS ABOUT 30 FEET S.E. OF THE ONE THAT HAS
 LQ0727'A SMALL BOARD NAILED IN THE TOP.
 LQ0727'
 LQ0727'STATION IS A STANDARD DISK SET IN A BLOCK OF CONCRETE AND IS
 LQ0727'STAMPED ODIAGA 1947.  IT IS ABOUT 25 FEET N. OF THE S. SHOULDER
 LQ0727'OF THE RIDGE AND PROJECTS ABOUT 3 IN ABOVE THE GROUND LEVEL.
 LQ0727'
 LQ0727'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A BLOCK OF
 LQ0727'CONCRETE, IS STAMPED ODIAGA NO 1 1947, PROJECTS ABOUT 3 IN
 LQ0727'ABOVE THE GROUND LEVEL AND IS ABOUT THE SAME ELEVATION AS THE
 LQ0727'STATION.
 LQ0727'
 LQ0727'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A BLOCK OF
 LQ0727'CONCRETE, IS STAMPED ODIAGA NO 2 1947, AND PROJECTS ABOUT
 LQ0727'2 IN ABOVE THE GROUND LEVEL.
 LQ0727'
 LQ0727'AZIMUTH MARK IS ABOUT 0.3 MILE ENE OF THE STATION ALONG THE
 LQ0727'SAME RIDGE BUT ACTUALLY IS ON WHAT MIGHT BE CALLED THE NEXT
 LQ0727'HILL, IS ABOUT THE SAME ELEVATION AS THE STATION, IS A STANDARD
 LQ0727'DISK SET IN A BLOCK OF CONCRETE, IS STAMPED ODIAGA 1947, PROJECTS
 LQ0727'ABOUT 4 IN ABOVE THE GROUND LEVEL, AND IS ABOUT 25 FEET N.
 LQ0727'OF THE S. SHOULDER OF THE RIDGE.
 LQ0727'
 LQ0727'TO REACH FROM JIGGS GO S. FOR ABOUT 0.3 MILE TO FORK JUST AFTER
 LQ0727'CROSSING BRIDGE, KEEP EXTREME RIGHT FORK OF THE THREE AND GO
 LQ0727'ABOUT 1.3 MILES TO A FORK, KEEP LEFT FORK FOR 0.8 MILE TO A
 LQ0727'CURVE IN THE ROAD AND HERE TURN RIGHT W. AND GO TO FENCE
 LQ0727'CORNERS AND THENCE INTO A WIDE LANE, FROM THE CURVE IN THE ROAD
 LQ0727'GO 0.7 MILE TO A FORK JUST ON THE TOP OF A RISE ON THE W. SIDE
 LQ0727'OF THE CREEK, HERE TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD
 LQ0727'FOR 4.7 MILES IN A SOUTHERLY DIRECTION TO THE ODIAGA RANCH
 LQ0727'BUILDINGS, 200 YARDS N. OF THE BUILDINGS AND AT A JUNK PILE
 LQ0727'THERE IS A DIM TRACK ROAD LEADING TO THE N.W., TAKE THIS
 LQ0727'ROAD FOR 1.0 MILE TO A DIM FORK, KEEP LEFT FOR 3.6 MILES TO
 LQ0727'A LOW SUMMIT, HERE LEAVE THE TRACK ROAD AND TURN RIGHT AND
 LQ0727'GO N. AND A LITTLE W. OF N. FOR 1.6 MILES TO THE TOP OF A LOW
 LQ0727'RIDGE, THENCE RIGHT ABOUT 0.2 MILE TO THE STATION AS
 LQ0727'DESCRIBED.
 LQ0727'
 LQ0727'NOTE--THIS CROSS COUNTRY ROUTE LEADS AT FIRST TOWARD THE
 LQ0727'STATION AND THEN W. AND N.W. TO A LARGE DRAW UP ONTO THE RIDGE
 LQ0727'AND THEN E. TO THE STATION.  IT CAN BE DRIVEN WITH ANY TYPE TRUCK.
 LQ0727
 LQ0727                          STATION RECOVERY (1951)
 LQ0727
 LQ0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 LQ0727'RECOVERED AS DESCRIBED BY NGS IN 1947 IN DESCRIPTION LIST 40 115 3,
 LQ0727'STATION 1010.
 LQ0727'NEW TO REACH FOLLOWS--TO REACH FROM JUGGS, GO ABOUT 0.3 MI S. TAKE
 LQ0727'EXTREME RIGHT FORK W. AFTER CROSSING BRIDGE 1.3 MI TO Y-FORKS. TAKE
 LQ0727'LEFT FORK FOLLOWING MAIN-TRAVELED RD. 0.9 MI TO RD. RIGHT AT SMALL
 LQ0727'DRAIN. TURN E. ACROSS HUNTINGTON CREEK 0.7 MI TO Y-RD. AT TOP OF SMALL
 LQ0727'RISE. TAKE LEFT FORK 3.5 MI S. TAKE RIGHT FORK 1.2 MI S. TO RD. FORKS
 LQ0727'INTO RANCH. TAKE RIGHT FORK FOLLOWING MAIN RD. AROUND WEST SIDE OF
 LQ0727'RANCH BUILDINGS 0.7 MI. TAKE RIGHT FORK 0.1 MI. TAKE RIGHT FORK 0.7 MI
 LQ0727'TO X-RDS. TURN SHARP RIGHT 3.1 MI NW. TO TOP OF SMALL RIDGE. TURN LEFT
 LQ0727'ON DIM TRACK RD. 0.3 MI TO STATION.
 LQ0727
 LQ0727                          STATION RECOVERY (1957)
 LQ0727
 LQ0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LQ0727'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40115-3 STATION 1010. NEW
 LQ0727'TO REACH FOLLOWS-- TO REACH FROM JIGGS, GO S ABOUT 0.3 MI, TAKE
 LQ0727'EXTREME RIGHT FORK AFTER CROSSING BRIDGE AND GO 1.3 MI TO Y-FORKS,
 LQ0727'TAKE LEFT FORK AND FOLLOW MAIN TRAVELED RD TO 0.9 MI TO A RD RIGHT AT
 LQ0727'SMALL DRAIN, TURN E ACROSS HUNTINGTON CREEK FOR 0.7 MI TO Y-RD AT TOP
 LQ0727'OF SMALL RISE, TAKE LEFT FORK FOR 3.5 MI, TAKE RIGHT FORK AND CONTINUE
 LQ0727'S FOR 1.2 MI TO RD FORKS INTO RANCH, TAKE RIGHT FORK AND FOLLOW MAIN
 LQ0727'RD AROUND W SIDE OF RANCH BUILDINGS FOR 0.7 MI,TAKE RIGHT FORK 0.1 MI,
 LQ0727'TAKE RIGHT FORK FOR 0.7 MI TO CROSSROADS,TURN SHARP RIGHT FOR 3.1 MI
 LQ0727'TO TOP OF SMALL RIDGE, TURN LEFT ON DIM TRACK RD FOR 0.3 MI TO
 LQ0727'STATION. STATION MARK--STANDARD DISC STAMMPED---ODIAGA 1947---SET IN A
 LQ0727'BLOCK OF CONCRETE WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 LQ0727
 LQ0727                          STATION RECOVERY (1965)
 LQ0727
 LQ0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CAA)
 LQ0727'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 LQ0727'CONDITION.  THE DISTANCE AND DIRECTION WAS CHECKED TO ALL MARKS
 LQ0727'AND FOUND TO BE CORRECT.
 LQ0727'
 LQ0727'DUE TO CHANGES IN THE TO REACH A NEW DESCRIPTION FOLLOWS--
 LQ0727'
 LQ0727'THE STATION IS LOCATED ABOUT 32 MILE SOUTH OF ELKO, ABOUT 16
 LQ0727'MILES NORTH OF THE WHITE PINE-ELKO COUNTY LINE AND ABOUT
 LQ0727'8 MILES SOUTHWEST OF JIGGS ON A LOW RIDGE THAT SLOPES TO THE
 LQ0727'EAST.
 LQ0727'
 LQ0727'TO REACH FROM JIGGS, GO SOUTH ON SURFACED ROAD FOR 0.3 MILE
 LQ0727'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST FOR 1.3 MILES
 LQ0727'TO FORK, KEEP LEFT AND GO WESTERLY FOR 1.3 MILES TO FORK, TAKE
 LQ0727'RIGHT FORK AND FOLLOW MAIN ROAD AROUND GRAVEL PIT FOR 2 MILE
 LQ0727'TO FORK, KEEP LEFT FORK AND FOLLOW MAIN ROAD FOR 3.6 MILES
 LQ0727'TO FORK, KEEP LEFT FORK FOR 0.7 MILE TO FORK, KEEP LEFT FORK
 LQ0727'AND FOLLOW TRACK SOUTH FOR 0.1 MILE TO T ROAD AND FENCE, TURN
 LQ0727'LEFT AND GO EAST ALONG NORTH SIDE OF FENCE FOR 0.65 MILE TO
 LQ0727'GATE, TURN RIGHT, PASS THROUGH GATE AND GO SOUTHERLY ON TRACK
 LQ0727'ROAD FOR 1.3 MILES TO A DIM TRACK ROAD RIGHT, TURN RIGHT AND
 LQ0727'FOLLOW DIM TRACK WESTERLY FOR 0.1 MILE (AZIMUTH MARK ABOUT
 LQ0727'100 YARDS TO THE SOUTH ON TOP OF RIDGE), CONTINUE WESTERLY ON
 LQ0727'TRACK ROAD FOR 0.25 MILE TO TOP OF RIDGE AND STATION.
 LQ0727'
 LQ0727'STATION MARK, A STANDARD DISK STAMPED ODIAGA 1947, IS SET IN
 LQ0727'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LQ0727'THE MARK IS 63.5 FEET EAST OF A TRIANGLE BLAZED TREE.
 LQ0727'
 LQ0727'REFERENCE MARK 1, A STANDARD DISK STAMPED ODIAGA NO 1 1947,
 LQ0727'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LQ0727'2 INCHES.  THE MARK IS 86 FEET EAST-NORTHEAST OF A
 LQ0727'TRIANGLE BLAZED TREE.
 LQ0727'
 LQ0727'REFERENCE MARK 2, A STANDARD DISK STAMPED ODIAGA NO 2 1947,
 LQ0727'IS SET IN THE TOP OF A SQUARE POST WHICH PROJECTS 1 INCH.
 LQ0727'THE MARK IS 82 FEET EAST-SOUTHEAST OF A TRIANGLE
 LQ0727'BLAZED TREE.
 LQ0727'
 LQ0727'AZIMUTH MARK, A STANDARD DISK STAMPED ODIAGA 1947, IS SET IN
 LQ0727'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LQ0727'THE MARK IS ON THE SAME RIDGE AS STATION.
 LQ0727'
 LQ0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 LQ0727'SOUTHWEST OF JIGGS
 LQ0727
 LQ0727                          STATION RECOVERY (1974)
 LQ0727
 LQ0727'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974 (CT)
 LQ0727'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 LQ0727'RECOVERED IN GOOD CONDITION AS DESCRIBED IN USC AND GS PUBLICATION
 LQ0727'HORIZONTAL CONTROL DATA QUAD 401153 STATION 1010.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KR1945 ***********************************************************************
 KR1945  DESIGNATION -  OE 542+42.86 PT 719.88
 KR1945  PID         -  KR1945
 KR1945  STATE/COUNTY-  NV/WASHOE
 KR1945  USGS QUAD   -  RENO (1982)
 KR1945
 KR1945                         *CURRENT SURVEY CONTROL
 KR1945  ___________________________________________________________________
 KR1945* NAD 83(1986)-  39 31 12.     (N)    119 52 09.     (W)     SCALED    
 KR1945* NAVD 88     -      1489.86   (meters)    4888.0    (feet)  RESET     
 KR1945  ___________________________________________________________________
 KR1945  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KR1945
 KR1945  VERT ORDER  -  THIRD
 KR1945
 KR1945.The horizontal coordinates were scaled from a topographic map and have
 KR1945.an estimated accuracy of +/- 6 seconds.
 KR1945
 KR1945.The orthometric height was computed from unverified reset data.
 KR1945.No vertical observational check was made to the station.
 KR1945
 KR1945.The geoid height was determined by GEOID03.
 KR1945
 KR1945;                    North         East    Units  Estimated Accuracy
 KR1945;SPC NV W     - 4,530,110.      689,440.      MT  (+/- 180 meters Scaled)
 KR1945
 KR1945                          SUPERSEDED SURVEY CONTROL
 KR1945
 KR1945  NGVD 29 (07/31/00) 1488.75   (m)         4884.3    (f) RESET       3  
 KR1945
 KR1945.Superseded values are not recommended for survey control.
 KR1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KR1945.See file dsdata.txt to determine how the superseded data were derived.
 KR1945
 KR1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD533784(NAD 83)
 KR1945_MARKER: DD = SURVEY DISK
 KR1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KR1945_SP_SET: CONCRETE POST
 KR1945_STAMPING: OE 542 + 42.86 PT 719.88 90
 KR1945_MARK LOGO: NVDH  
 KR1945_MAGNETIC: N = NO MAGNETIC MATERIAL
 KR1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KR1945+STABILITY: SURFACE MOTION
 KR1945
 KR1945  HISTORY     - Date     Condition        Report By
 KR1945  HISTORY     - 1982     MONUMENTED       NGS
 KR1945  HISTORY     - 19820621 GOOD             NGS
 KR1945
 KR1945                          STATION DESCRIPTION
 KR1945
 KR1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KR1945'4.8 KM (3.00 MI) WEST OF RENO, FROM THE INTERSECTION OF KEYSTONE
 KR1945'AVENUE AND I 80 GO WEST ON I 80 FOR 2.3 MILES (3.7 KM) TO THE SOUTH
 KR1945'SIDE OF THE FREEWAY, 51.4 METERS (168.6 FT) NORTHEAST OF TRI STATION
 KR1945'ROCK, 24.5 METERS (80.4 FT) SOUTH OF CENTERLINE OF EAST BOUND LANE OF
 KR1945'I 80, 13.9 METERS (45.6 FT) EAST-SOUTHEAST FROM THE SOUTH POLE OF A
 KR1945'HIGHWAY SIGN, 12.4 METERS (40.7 FT) NORTH FROM A FENCE AND 0.35
 KR1945'METERS (1.15 FT) NORTHWEST FROM A METAL WITNESS POST, A STANDARD DISK
 KR1945'SET INTO THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KR1945
 KR1945                          STATION RECOVERY (1982)
 KR1945
 KR1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 KR1945'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST OF RENO ON THE
 KR1945'SOUTH SIDE OF I-80 AND ON THE TOP OF A CUTBANK.  TO REACH FROM THE
 KR1945'INTERSECTION OF KEYSTONE AVENUE AND I-80 GO WEST ON I-80 FOR 3.7 KM
 KR1945'(2.30 MI) TO THE MARK ON THE SOUTH SIDE OF THE FREEWAY.  THE STATION
 KR1945'IS A NEVADA HIGHWAY DEPT DISK STAMPED--OE 542+42.86 RT 719.88 90--. IT
 KR1945'IS  24.5 M (80.4 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 KR1945'I-80 13.9 M (45.6 FT) ESE FROM THE SOUTH POLE OF A HIGHWAY SIGN 12.4 M
 KR1945'(40.7 FT) NORTH FROM A FENCE 0.35 M (1.15 FT) NORTHWEST FROM A METAL
 KR1945'POST.  DESCRIBED BY L L RIGGERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MT0816 ***********************************************************************
 MT0816  DESIGNATION -  OIL
 MT0816  PID         -  MT0816
 MT0816  STATE/COUNTY-  NV/ELKO
 MT0816  USGS QUAD   -  METROPOLIS (1967)
 MT0816
 MT0816                         *CURRENT SURVEY CONTROL
 MT0816  ___________________________________________________________________
 MT0816* NAD 83(1994)-  41 10 15.85858(N)    115 04 57.68680(W)     ADJUSTED  
 MT0816* NAVD 88     -      1719.3    (meters)    5641.     (feet)  VERTCON   
 MT0816  ___________________________________________________________________
 MT0816  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 MT0816  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 MT0816
 MT0816  HORZ ORDER  -  SECOND
 MT0816
 MT0816.The horizontal coordinates were established by classical geodetic methods
 MT0816.and adjusted by the National Geodetic Survey in June 1998..
 MT0816
 MT0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0816
 MT0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0816
 MT0816.The geoid height was determined by GEOID03.
 MT0816
 MT0816;                    North         East     Units Scale Factor Converg.
 MT0816;SPC NV E     - 8,712,762.991   242,008.429   MT  0.99992171   +0 19 46.5
 MT0816;SPC NV E     -28,585,123.25    793,989.32   sFT  0.99992171   +0 19 46.5
 MT0816;UTM  11      - 4,559,519.833   660,835.061   MT  0.99991837   +1 15 44.8
 MT0816
 MT0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0816!SPC NV E     -   0.99973313  x   0.99992171  =   0.99965486
 MT0816!UTM  11      -   0.99973313  x   0.99991837  =   0.99965152
 MT0816
 MT0816|---------------------------------------------------------------------|
 MT0816| PID    Reference Object                     Distance      Geod. Az  |
 MT0816|                                                           dddmmss.s |
 MT0816| DD5567 OIL RM 1                              6.715 METERS 02050     |
 MT0816| MT0769 METRO                               APPROX. 8.3 KM 0984446.9 |
 MT0816| DD5568 OIL RM 2                              7.672 METERS 12304     |
 MT0816| MT0818 BEACON 45=BELL TEL MICRO REL TWR KO APPROX. 7.6 KM 1845336.7 |
 MT0816|---------------------------------------------------------------------|
 MT0816
 MT0816                          SUPERSEDED SURVEY CONTROL
 MT0816
 MT0816  NAD 83(1994)-  41 10 15.85720(N)    115 04 57.68373(W) AD(       ) 2
 MT0816  NAD 83(1986)-  41 10 15.85548(N)    115 04 57.68049(W) AD(       ) 2
 MT0816  NAD 27      -  41 10 16.13953(N)    115 04 54.50290(W) AD(       ) 2
 MT0816  NGVD 29 (07/19/86) 1718.1    (m)         5637.     (f) VERT ANG       
 MT0816
 MT0816.Superseded values are not recommended for survey control.
 MT0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0816.See file dsdata.txt to determine how the superseded data were derived.
 MT0816
 MT0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF6083559520(NAD 83)
 MT0816_MARKER: DS = TRIANGULATION STATION DISK
 MT0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MT0816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MT0816
 MT0816  HISTORY     - Date     Condition        Report By
 MT0816  HISTORY     - 1957     MONUMENTED       CGS
 MT0816
 MT0816                          STATION DESCRIPTION
 MT0816
 MT0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 MT0816'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF WELLS
 MT0816'AND ABOUT 5 MILES NORTH OF U.S. HIGHWAY 40.  IT IS NEAR THE
 MT0816'SOUTHWEST EDGE OF A SAGE-COVERED TABLELAND, ABOUT 200 YARDS
 MT0816'NORTH OF A TEST WELL DRILLED BY THE GULF OIL COMPANY.
 MT0816'
 MT0816'TO REACH FROM THE WEST END OF THE RAILROAD DEPOT IN WELLS,
 MT0816'GO NORTH ON LAKE AVENUE FOR 0.15 MILE TO 9TH STREET.  TURN
 MT0816'LEFT ON 9TH STREET AND FOLLOW THE STREET AND ITS CONTINUATION
 MT0816'(METROPOLIS ROAD) AND GO 5.3 MILES TO A GRADED SIDE ROAD LEFT
 MT0816'AT SIGN KNUDSENS.  TURN LEFT AND GO 3.0 MILES TO AN OLD
 MT0816'GRAVELED ROAD LEFT AT A CURVE.  TURN LEFT AND FOLLOW OLD
 MT0816'ROAD WESTRLY FOR 3.0 MILES TO THE CREST OF A RIDGE.  TURN
 MT0816'RIGHT AND GO CROSS COUNTRY UP GRADE FOR 0.15 MILE TO STATION.
 MT0816'
 MT0816'THE STATION MARK, STAMPED OIL 1957, IS A STANDARD BRONZE
 MT0816'DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 MT0816'6 INCHES.  IT IS ABOUT 30 FEET EAST OF A BANK AND 16 FEET
 MT0816'WEST OF A WHITE WITNESS POST.
 MT0816'
 MT0816'REFERENCE MARK NO. 1, STAMPED OIL NO 1 1957, IS A STANDARD
 MT0816'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 MT0816'PROJECTS 2 INCHES.
 MT0816'
 MT0816'REFERENCE MARK NO. 2, STAMPED OIL NO 2 1957, IS A STANDARD
 MT0816'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 MT0816'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0450 ***********************************************************************
 LQ0450  DESIGNATION -  OKLE RM 1
 LQ0450  PID         -  LQ0450
 LQ0450  STATE/COUNTY-  NV/ELKO
 LQ0450  USGS QUAD   -  ELKO EAST (1975)
 LQ0450
 LQ0450                         *CURRENT SURVEY CONTROL
 LQ0450  ___________________________________________________________________
 LQ0450* NAD 83(1986)-  40 51 36.     (N)    115 44 14.     (W)     SCALED    
 LQ0450* NAVD 88     -      1579.819  (meters)    5183.12   (feet)  ADJUSTED  
 LQ0450  ___________________________________________________________________
 LQ0450  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 LQ0450  DYNAMIC HT  -        1578.514 (meters)    5178.84  (feet)  COMP
 LQ0450  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 LQ0450
 LQ0450  VERT ORDER  -  FIRST     CLASS II
 LQ0450
 LQ0450.The horizontal coordinates were scaled from a topographic map and have
 LQ0450.an estimated accuracy of +/- 6 seconds.
 LQ0450
 LQ0450.The orthometric height was determined by differential leveling
 LQ0450.and adjusted by the National Geodetic Survey in June 1991..
 LQ0450
 LQ0450.The geoid height was determined by GEOID03.
 LQ0450
 LQ0450.The dynamic height is computed by dividing the NAVD 88
 LQ0450.geopotential number by the normal gravity value computed on the
 LQ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0450.degrees latitude (g = 980.6199 gals.).
 LQ0450
 LQ0450.The modeled gravity was interpolated from observed gravity values.
 LQ0450
 LQ0450;                    North         East    Units  Estimated Accuracy
 LQ0450;SPC NV E     - 8,678,110.      187,030.      MT  (+/- 180 meters Scaled)
 LQ0450
 LQ0450                          SUPERSEDED SURVEY CONTROL
 LQ0450
 LQ0450  NGVD 29 (??/??/92) 1578.704  (m)         5179.46   (f) ADJ UNCH    1 2
 LQ0450
 LQ0450.Superseded values are not recommended for survey control.
 LQ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0450.See file dsdata.txt to determine how the superseded data were derived.
 LQ0450
 LQ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF064239(NAD 83)
 LQ0450_MARKER: DR = REFERENCE MARK DISK
 LQ0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0450_STAMPING: OKLE NO 1 1947
 LQ0450_MARK LOGO: CGS   
 LQ0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 LQ0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0450+STABILITY: SURFACE MOTION
 LQ0450
 LQ0450  HISTORY     - Date     Condition        Report By
 LQ0450  HISTORY     - 1947     MONUMENTED       CGS
 LQ0450  HISTORY     - 1953     GOOD             NGS
 LQ0450  HISTORY     - 19530621 GOOD             NGS
 LQ0450
 LQ0450                          STATION DESCRIPTION
 LQ0450
 LQ0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0450'2.2 MI NE FROM ELKO.
 LQ0450'2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE COUNTY COURTHOUSE
 LQ0450'AT ELKO, AT THE SUMMIT OF THE FIRST GRADE NORTHEAST OF ELKO, ABOUT 0.4
 LQ0450'MILE NORTHWEST OF BENCH MARK D 5 WHICH IS ALONG THE SOUTHERN PACIFIC
 LQ0450'COMPANY RAILROAD, 109.4 FEET NORTHWEST OF A FENCE, 69.5 FEET SOUTHEAST
 LQ0450'OF THE CENTER LINE OF THE HIGHWAY, 41.9 FEET NORTH OF OKLE R.M. 2,
 LQ0450'32.4 FEET NORTHEAST OF OKLE, ABOUT 12 FEET HIGHER THAN THE HIGHWAY,
 LQ0450'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 LQ0450'GROUND.
 LQ0450
 LQ0450                          STATION RECOVERY (1953)
 LQ0450
 LQ0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953 (CLN)
 LQ0450'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--OKLE NO 1 1947 SET
 LQ0450'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 LQ0450'DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND LOCAED 57 FT
 LQ0450'(17.4 M) NE FROM THE CENTER OF THE FRONTAGE ROAD AND 34 FT (10.4 M) SE
 LQ0450'FRONTAGE ROAD AND 34 FT (10.4 M) SE FROM THE INTERSTATE 80 RIGHT OF
 LQ0450'WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0449 ***********************************************************************
 LQ0449  DESIGNATION -  OKLE RM 2
 LQ0449  PID         -  LQ0449
 LQ0449  STATE/COUNTY-  NV/ELKO
 LQ0449  USGS QUAD   -  ELKO EAST (1975)
 LQ0449
 LQ0449                         *CURRENT SURVEY CONTROL
 LQ0449  ___________________________________________________________________
 LQ0449* NAD 83(1986)-  40 51 36.     (N)    115 44 14.     (W)     SCALED    
 LQ0449* NAVD 88     -      1579.598  (meters)    5182.40   (feet)  ADJUSTED  
 LQ0449  ___________________________________________________________________
 LQ0449  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 LQ0449  DYNAMIC HT  -        1578.293 (meters)    5178.12  (feet)  COMP
 LQ0449  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 LQ0449
 LQ0449  VERT ORDER  -  FIRST     CLASS II
 LQ0449
 LQ0449.The horizontal coordinates were scaled from a topographic map and have
 LQ0449.an estimated accuracy of +/- 6 seconds.
 LQ0449
 LQ0449.The orthometric height was determined by differential leveling
 LQ0449.and adjusted by the National Geodetic Survey in June 1991..
 LQ0449
 LQ0449.The geoid height was determined by GEOID03.
 LQ0449
 LQ0449.The dynamic height is computed by dividing the NAVD 88
 LQ0449.geopotential number by the normal gravity value computed on the
 LQ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0449.degrees latitude (g = 980.6199 gals.).
 LQ0449
 LQ0449.The modeled gravity was interpolated from observed gravity values.
 LQ0449
 LQ0449;                    North         East    Units  Estimated Accuracy
 LQ0449;SPC NV E     - 8,678,110.      187,030.      MT  (+/- 180 meters Scaled)
 LQ0449
 LQ0449                          SUPERSEDED SURVEY CONTROL
 LQ0449
 LQ0449  NGVD 29 (??/??/92) 1578.484  (m)         5178.74   (f) ADJ UNCH    1 2
 LQ0449
 LQ0449.Superseded values are not recommended for survey control.
 LQ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0449.See file dsdata.txt to determine how the superseded data were derived.
 LQ0449
 LQ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPF064239(NAD 83)
 LQ0449_MARKER: DR = REFERENCE MARK DISK
 LQ0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0449_STAMPING: OKLE NO 2 1947
 LQ0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0449+STABILITY: SURFACE MOTION
 LQ0449
 LQ0449  HISTORY     - Date     Condition        Report By
 LQ0449  HISTORY     - 1947     MONUMENTED       CGS
 LQ0449  HISTORY     - 1953     GOOD             NGS
 LQ0449
 LQ0449                          STATION DESCRIPTION
 LQ0449
 LQ0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LQ0449'2.2 MI NE FROM ELKO.
 LQ0449'2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE COUNTY COURTHOUSE
 LQ0449'AT ELKO, AT THE SUMMIT OF THE FIRST GRADE NORTHEAST OF ELKO, ABOUT 0.4
 LQ0449'MILE NORTHWEST OF BENCH MARK D 5 WHICH IS ALONG THE SOUTHERN PACIFIC
 LQ0449'COMPANY RAILROAD, 96.3 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LQ0449'HIGHWAY, 82.6 FEET NORTHWEST OF A FENCE, 41.9 FEET SOUTH OF OKLE R.M.
 LQ0449'1, 26.7 FEET SOUTHEAST OF OKLE, ABOUT 12 FEET HIGHER THAN THE HIGHWAY,
 LQ0449'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 LQ0449'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0030 ***********************************************************************
 LQ0030  DESIGNATION -  OLA
 LQ0030  PID         -  LQ0030
 LQ0030  STATE/COUNTY-  NV/ELKO
 LQ0030  USGS QUAD   -  OLA (1972)
 LQ0030
 LQ0030                         *CURRENT SURVEY CONTROL
 LQ0030  ___________________________________________________________________
 LQ0030* NAD 83(1994)-  40 43 11.87807(N)    114 08 39.48580(W)     ADJUSTED  
 LQ0030* NAVD 88     -      1406.892  (meters)    4615.78   (feet)  ADJUSTED  
 LQ0030  ___________________________________________________________________
 LQ0030  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 LQ0030  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 LQ0030  DYNAMIC HT  -        1405.759 (meters)    4612.06  (feet)  COMP
 LQ0030  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 LQ0030
 LQ0030  HORZ ORDER  -  SECOND
 LQ0030  VERT ORDER  -  SECOND    CLASS 0
 LQ0030
 LQ0030.The horizontal coordinates were established by classical geodetic methods
 LQ0030.and adjusted by the National Geodetic Survey in June 1998..
 LQ0030
 LQ0030.The orthometric height was determined by differential leveling
 LQ0030.and adjusted by the National Geodetic Survey in June 1991..
 LQ0030
 LQ0030.The Laplace correction was computed from DEFLEC99 derived deflections.
 LQ0030
 LQ0030.The geoid height was determined by GEOID03.
 LQ0030
 LQ0030.The dynamic height is computed by dividing the NAVD 88
 LQ0030.geopotential number by the normal gravity value computed on the
 LQ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0030.degrees latitude (g = 980.6199 gals.).
 LQ0030
 LQ0030.The modeled gravity was interpolated from observed gravity values.
 LQ0030
 LQ0030;                    North         East     Units Scale Factor Converg.
 LQ0030;SPC NV E     - 8,663,546.688   321,573.947   MT  1.00008187   +0 56 20.0
 LQ0030;SPC NV E     -28,423,652.76  1,055,030.52   sFT  1.00008187   +0 56 20.0
 LQ0030;SPC UT C     - 2,268,275.659   276,610.735   MT  1.00001816   -1 41 38.0
 LQ0030;UTM  11      - 4,511,594.380   741,197.264   MT  1.00031613   +1 51 49.9
 LQ0030
 LQ0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LQ0030!SPC NV E     -   0.99978220  x   1.00008187  =   0.99986405
 LQ0030!SPC UT C     -   0.99978220  x   1.00001816  =   0.99980036
 LQ0030!UTM  11      -   0.99978220  x   1.00031613  =   1.00009826
 LQ0030
 LQ0030|---------------------------------------------------------------------|
 LQ0030| PID    Reference Object                     Distance      Geod. Az  |
 LQ0030|                                                           dddmmss.s |
 LQ0030| LQ0031 OLA RM 1                              6.632 METERS 02900     |
 LQ0030| LQ0601 AIRWAY BCN 51 3 MI W WENDOVER       APPROX. 4.4 KM 0592738.0 |
 LQ0030| LQ0029 OLA RM 2                              7.779 METERS 12608     |
 LQ0030| LQ0591 TRES                                APPROX. 6.6 KM 3152449.3 |
 LQ0030|---------------------------------------------------------------------|
 LQ0030
 LQ0030                          SUPERSEDED SURVEY CONTROL
 LQ0030
 LQ0030  NAD 83(1994)-  40 43 11.87811(N)    114 08 39.48575(W) AD(       ) 2
 LQ0030  NAD 83(1986)-  40 43 11.87108(N)    114 08 39.47930(W) AD(       ) 2
 LQ0030  NAD 27      -  40 43 12.12218(N)    114 08 36.43176(W) AD(       ) 2
 LQ0030  NGVD 29 (??/??/92) 1405.88   (m)         4612.5    (f) COMPUTED    2 0
 LQ0030
 LQ0030.Superseded values are not recommended for survey control.
 LQ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0030.See file dsdata.txt to determine how the superseded data were derived.
 LQ0030
 LQ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF4119711594(NAD 83)
 LQ0030_MARKER: DS = TRIANGULATION STATION DISK
 LQ0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0030_STAMPING: OLA 1957
 LQ0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0030+STABILITY: SURFACE MOTION
 LQ0030
 LQ0030  HISTORY     - Date     Condition        Report By
 LQ0030  HISTORY     - 1957     MONUMENTED       CGS
 LQ0030  HISTORY     - 1957     GOOD             CGS
 LQ0030  HISTORY     - 1958     GOOD             NGS
 LQ0030
 LQ0030                          STATION DESCRIPTION
 LQ0030
 LQ0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RFL)
 LQ0030'THE STATION IS ON TOP OF A SMALL RISE IN SAGE AND GRAVEL-COVERED
 LQ0030'FLAT GROUND, 0.1 MILE EAST OF THE RAILROAD STATION AT OLA
 LQ0030'AND ABOUT 5-1/2 MILES WEST-SOUTHWEST OF WENDOVER.
 LQ0030'
 LQ0030'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 50 ALTERNATE
 LQ0030'ON THE WEST SIDE OF WENDOVER, GO NORTHWEST ON U.S. HIGHWAY
 LQ0030'40 FOR 3.7 MILES TO A GRADED ROAD LEFT AT SIGN OLA.  TURN LEFT
 LQ0030'AND FOLLOW THE ROAD SOUTH-SOUTHWEST FOR 3.0 MILES TO BUILDINGS
 LQ0030'ALONG THE OLA RAILROAD STATION.  GO DUE EAST FOR 0.1 MILE
 LQ0030'TO THE STATION SITE.
 LQ0030'
 LQ0030'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 LQ0030'CONCRETE CYLINDERS.
 LQ0030'
 LQ0030'THE STATION MARK, STAMPED OLA 1957, PROJECTS ABOUT 8 INCHES
 LQ0030'AND IS 6.9 FEET SOUTH OF A WITNESS POST.
 LQ0030'
 LQ0030'REFERENCE MARK 1, STAMPED OLA NO 1 1957, PROJECTS ABOUT
 LQ0030'3 INCHES.
 LQ0030'
 LQ0030'REFERENCE MARK 2, STAMPED OLA NO 2 1957, ALSO PROJECTS ABOUT
 LQ0030'3 INCHES.
 LQ0030
 LQ0030                          STATION RECOVERY (1957)
 LQ0030
 LQ0030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LQ0030'7.0 MI W FROM WENDOVER, UT.
 LQ0030'7.0 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD TRACKS FROM THE
 LQ0030'UTAH-NEVADA STATE LINE AT WENDOVER, TO THE RAILROAD STATION AT OLA,
 LQ0030'THENCE 0.1 MILE NORTHEAST CROSS COUNTRY, 21.75 FEET SOUTH OF R.M. 1,
 LQ0030'25.56 FEET WEST OF R.M. 2, 6.6 FEET SOUTHEAST OF WITNESS POST, SET IN
 LQ0030'A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 LQ0030
 LQ0030                          STATION RECOVERY (1958)
 LQ0030
 LQ0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0031 ***********************************************************************
 LQ0031  DESIGNATION -  OLA RM 1
 LQ0031  PID         -  LQ0031
 LQ0031  STATE/COUNTY-  NV/ELKO
 LQ0031  USGS QUAD   -  OLA (1972)
 LQ0031
 LQ0031                         *CURRENT SURVEY CONTROL
 LQ0031  ___________________________________________________________________
 LQ0031* NAD 83(1986)-  40 43 12.     (N)    114 08 39.     (W)     SCALED    
 LQ0031* NAVD 88     -      1406.844  (meters)    4615.62   (feet)  ADJUSTED  
 LQ0031  ___________________________________________________________________
 LQ0031  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 LQ0031  DYNAMIC HT  -        1405.711 (meters)    4611.90  (feet)  COMP
 LQ0031  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 LQ0031
 LQ0031  VERT ORDER  -  SECOND    CLASS 0
 LQ0031
 LQ0031.The horizontal coordinates were scaled from a topographic map and have
 LQ0031.an estimated accuracy of +/- 6 seconds.
 LQ0031
 LQ0031.The orthometric height was determined by differential leveling
 LQ0031.and adjusted by the National Geodetic Survey in June 1991..
 LQ0031
 LQ0031.The geoid height was determined by GEOID03.
 LQ0031
 LQ0031.The dynamic height is computed by dividing the NAVD 88
 LQ0031.geopotential number by the normal gravity value computed on the
 LQ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0031.degrees latitude (g = 980.6199 gals.).
 LQ0031
 LQ0031.The modeled gravity was interpolated from observed gravity values.
 LQ0031
 LQ0031;                    North         East    Units  Estimated Accuracy
 LQ0031;SPC NV E     - 8,663,550.      321,590.      MT  (+/- 180 meters Scaled)
 LQ0031
 LQ0031                          SUPERSEDED SURVEY CONTROL
 LQ0031
 LQ0031  NGVD 29 (??/??/92) 1405.838  (m)         4612.32   (f) ADJ UNCH    2 0
 LQ0031
 LQ0031.Superseded values are not recommended for survey control.
 LQ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0031.See file dsdata.txt to determine how the superseded data were derived.
 LQ0031
 LQ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF412115(NAD 83)
 LQ0031_MARKER: DR = REFERENCE MARK DISK
 LQ0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0031_STAMPING: OLA NO 1 1957
 LQ0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0031+STABILITY: SURFACE MOTION
 LQ0031
 LQ0031  HISTORY     - Date     Condition        Report By
 LQ0031  HISTORY     - 1957     MONUMENTED       CGS
 LQ0031  HISTORY     - 1958     GOOD             NGS
 LQ0031
 LQ0031                          STATION DESCRIPTION
 LQ0031
 LQ0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0031'7.0 MI W FROM WENDOVER, UT.
 LQ0031'7.0 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD TRACKS FROM THE
 LQ0031'UTAH-NEVADA STATE LINE AT WENDOVER, TO THE RAILROAD STATION AT OLA,
 LQ0031'THENCE 0.1 MILE NORTHEAST CROSS COUNTRY, 21.75 FEET NORTH OF THE
 LQ0031'STATION MARK, SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE
 LQ0031'GROUND SURFACE.
 LQ0031
 LQ0031                          STATION RECOVERY (1958)
 LQ0031
 LQ0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LQ0029 ***********************************************************************
 LQ0029  DESIGNATION -  OLA RM 2
 LQ0029  PID         -  LQ0029
 LQ0029  STATE/COUNTY-  NV/ELKO
 LQ0029  USGS QUAD   -  OLA (1972)
 LQ0029
 LQ0029                         *CURRENT SURVEY CONTROL
 LQ0029  ___________________________________________________________________
 LQ0029* NAD 83(1986)-  40 43 12.     (N)    114 08 39.     (W)     SCALED    
 LQ0029* NAVD 88     -      1406.557  (meters)    4614.68   (feet)  ADJUSTED  
 LQ0029  ___________________________________________________________________
 LQ0029  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 LQ0029  DYNAMIC HT  -        1405.425 (meters)    4610.97  (feet)  COMP
 LQ0029  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 LQ0029
 LQ0029  VERT ORDER  -  SECOND    CLASS 0
 LQ0029
 LQ0029.The horizontal coordinates were scaled from a topographic map and have
 LQ0029.an estimated accuracy of +/- 6 seconds.
 LQ0029
 LQ0029.The orthometric height was determined by differential leveling
 LQ0029.and adjusted by the National Geodetic Survey in June 1991..
 LQ0029
 LQ0029.The geoid height was determined by GEOID03.
 LQ0029
 LQ0029.The dynamic height is computed by dividing the NAVD 88
 LQ0029.geopotential number by the normal gravity value computed on the
 LQ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LQ0029.degrees latitude (g = 980.6199 gals.).
 LQ0029
 LQ0029.The modeled gravity was interpolated from observed gravity values.
 LQ0029
 LQ0029;                    North         East    Units  Estimated Accuracy
 LQ0029;SPC NV E     - 8,663,550.      321,590.      MT  (+/- 180 meters Scaled)
 LQ0029
 LQ0029                          SUPERSEDED SURVEY CONTROL
 LQ0029
 LQ0029  NGVD 29 (??/??/92) 1405.551  (m)         4611.38   (f) ADJ UNCH    2 0
 LQ0029
 LQ0029.Superseded values are not recommended for survey control.
 LQ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LQ0029.See file dsdata.txt to determine how the superseded data were derived.
 LQ0029
 LQ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQF412115(NAD 83)
 LQ0029_MARKER: DR = REFERENCE MARK DISK
 LQ0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LQ0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LQ0029_STAMPING: OLA NO 2 1957
 LQ0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LQ0029+STABILITY: SURFACE MOTION
 LQ0029
 LQ0029  HISTORY     - Date     Condition        Report By
 LQ0029  HISTORY     - 1957     MONUMENTED       CGS
 LQ0029  HISTORY     - 1958     GOOD             NGS
 LQ0029
 LQ0029                          STATION DESCRIPTION
 LQ0029
 LQ0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LQ0029'7.0 MI W FROM WENDOVER, UT.
 LQ0029'7.0 MILES WEST ALONG THE WESTERN PACIFIC RAILROAD TRACKS FROM THE
 LQ0029'UTAH-NEVADA STATE LINE AT WENDOVER, TO THE RAILROAD STATION AT OLA,
 LQ0029'THENCE 0.1 MILE NORTHEAST CROSS COUNTRY, 25.56 FEET EAST OF STATION
 LQ0029'MARK, SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND
 LQ0029'SURFACE.
 LQ0029
 LQ0029                          STATION RECOVERY (1958)
 LQ0029
 LQ0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LQ0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FS1016 ***********************************************************************
 FS1016  DESIGNATION -  OLCOTT
 FS1016  PID         -  FS1016
 FS1016  STATE/COUNTY-  NV/CLARK
 FS1016  USGS QUAD   -  POTOSI (1984)
 FS1016
 FS1016                         *CURRENT SURVEY CONTROL
 FS1016  ___________________________________________________________________
 FS1016* NAD 83(1994)-  35 57 55.79175(N)    115 30 05.41795(W)     ADJUSTED  
 FS1016* NAVD 88     -      2596.0    (meters)    8517.     (feet)  VERTCON   
 FS1016  ___________________________________________________________________
 FS1016  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FS1016  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FS1016
 FS1016  HORZ ORDER  -  THIRD
 FS1016
 FS1016.The horizontal coordinates were established by classical geodetic methods
 FS1016.and adjusted by the National Geodetic Survey in June 1998..
 FS1016
 FS1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1016
 FS1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1016
 FS1016.The geoid height was determined by GEOID03.
 FS1016
 FS1016;                    North         East     Units Scale Factor Converg.
 FS1016;SPC NV E     - 8,134,845.622   207,380.421   MT  0.99990067   +0 02 53.0
 FS1016;SPC NV E     -26,689,072.68    680,380.60   sFT  0.99990067   +0 02 53.0
 FS1016;UTM  11      - 3,981,159.511   635,119.418   MT  0.99982497   +0 52 48.7
 FS1016
 FS1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1016!SPC NV E     -   0.99959698  x   0.99990067  =   0.99949769
 FS1016!UTM  11      -   0.99959698  x   0.99982497  =   0.99942202
 FS1016
 FS1016:                Primary Azimuth Mark                     Grid Az
 FS1016:SPC NV E     -  PIPE                                     075 10 42.8
 FS1016:UTM  11      -  PIPE                                     074 20 47.1
 FS1016
 FS1016|---------------------------------------------------------------------|
 FS1016| PID    Reference Object                     Distance      Geod. Az  |
 FS1016|                                                           dddmmss.s |
 FS1016| GR1804 PIPE                                APPROX.22.6 KM 0751335.8 |
 FS1016|---------------------------------------------------------------------|
 FS1016
 FS1016                          SUPERSEDED SURVEY CONTROL
 FS1016
 FS1016  NAD 83(1992)-  35 57 55.79603(N)    115 30 05.42321(W) AD(1991.35) 3
 FS1016  NAD 83(1992)-  35 57 55.79397(N)    115 30 05.42452(W) AD(       ) 3
 FS1016  NAD 83(1986)-  35 57 55.78715(N)    115 30 05.41633(W) AD(       ) 3
 FS1016  NGVD 29 (05/01/88) 2595.0    (m)         8514.     (f) VERT ANG       
 FS1016
 FS1016.Superseded values are not recommended for survey control.
 FS1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1016.See file dsdata.txt to determine how the superseded data were derived.
 FS1016
 FS1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV3511981160(NAD 83)
 FS1016_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FS1016_SETTING: 80 = SET IN A BOULDER
 FS1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1016+STABILITY: SURFACE MOTION
 FS1016
 FS1016  HISTORY     - Date     Condition        Report By
 FS1016  HISTORY     - UNK      MONUMENTED       USGS
 FS1016  HISTORY     - 1950     GOOD             USGS
 FS1016
 FS1016                          STATION DESCRIPTION
 FS1016
 FS1016'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 FS1016'RECOVERED IN GOOD CONDITION.
 FS1016'
 FS1016'LOCATED ABOUT 27 MI SW. OF LAS VEGAS, 17 MI WSW. OF ARDEN, 9 MI
 FS1016'SSW. OF WILSONS RANCH.  ON HIGHEST POINT ON EXTREME NORTH END OF
 FS1016'HIGH, LONG RIDGE WHICH RUNS N.-S.
 FS1016'
 FS1016'TO REACH BY HELICOPTER FROM WILSONS RANCH, FLY TO SADDLE ON RIDGE
 FS1016'ABOUT 1 MI S. OF STATION.  PACK N. ALONG RIDGE TO HIGHEST POINT
 FS1016'AND STATION.  A 40-MINUTE PACK.
 FS1016'
 FS1016'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---8504 VA OLCOTT---,
 FS1016'CEMENTED IN ROCK.
 FS1016'
 FS1016'RM 1--STANDARD RM TABLET STAMPED---NO 1 1950---, CEMENTED IN ROCK.
 FS1016'
 FS1016'RM 2--STANDARD RM TABLET STAMPED---NO 2 1950---, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0847 ***********************************************************************
 GR0847  DESIGNATION -  OLD
 GR0847  PID         -  GR0847
 GR0847  STATE/COUNTY-  NV/CLARK
 GR0847  USGS QUAD   -  UTE (1983)
 GR0847
 GR0847                         *CURRENT SURVEY CONTROL
 GR0847  ___________________________________________________________________
 GR0847* NAD 83(1994)-  36 32 26.90432(N)    114 42 37.17483(W)     ADJUSTED  
 GR0847* NAVD 88     -       600.433  (meters)    1969.92   (feet)  POSTED    
 GR0847  ___________________________________________________________________
 GR0847  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 GR0847  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 GR0847  DYNAMIC HT  -         599.840 (meters)    1967.98  (feet)  COMP
 GR0847  MODELED GRAV-     979,626.0   (mgal)                       NAVD 88
 GR0847
 GR0847  HORZ ORDER  -  SECOND
 GR0847  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0847
 GR0847.The horizontal coordinates were established by classical geodetic methods
 GR0847.and adjusted by the National Geodetic Survey in June 1998..
 GR0847
 GR0847.The orthometric height was determined by differential leveling
 GR0847.and adjusted by the National Geodetic Survey in 1992..
 GR0847.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0847.rate of 1.1 thru 2.0 mm/km.
 GR0847
 GR0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 GR0847
 GR0847.The geoid height was determined by GEOID03.
 GR0847
 GR0847.The dynamic height is computed by dividing the NAVD 88
 GR0847.geopotential number by the normal gravity value computed on the
 GR0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0847.degrees latitude (g = 980.6199 gals.).
 GR0847
 GR0847.The modeled gravity was interpolated from observed gravity values.
 GR0847
 GR0847;                    North         East     Units Scale Factor Converg.
 GR0847;SPC NV E     - 8,199,029.138   278,165.668   MT  0.99997525   +0 31 11.3
 GR0847;SPC NV E     -26,899,648.10    912,615.20   sFT  0.99997525   +0 31 11.3
 GR0847;UTM  11      - 4,046,373.647   704,960.700   MT  1.00011759   +1 21 49.4
 GR0847
 GR0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GR0847!SPC NV E     -   0.99991005  x   0.99997525  =   0.99988530
 GR0847!UTM  11      -   0.99991005  x   1.00011759  =   1.00002763
 GR0847
 GR0847|---------------------------------------------------------------------|
 GR0847| PID    Reference Object                     Distance      Geod. Az  |
 GR0847|                                                           dddmmss.s |
 GR0847| GR0849 OLD RM 1                             10.040 METERS 15217     |
 GR0847| GR0848 OLD RM 2                             13.219 METERS 22723     |
 GR0847| GR0852 STINGER                             APPROX. 3.1 KM 2274810.6 |
 GR0847|---------------------------------------------------------------------|
 GR0847
 GR0847                          SUPERSEDED SURVEY CONTROL
 GR0847
 GR0847  NAD 83(1994)-  36 32 26.90423(N)    114 42 37.17290(W) AD(       ) 2
 GR0847  NAD 83(1992)-  36 32 26.90408(N)    114 42 37.17452(W) AD(       ) 2
 GR0847  NAD 83(1986)-  36 32 26.89735(N)    114 42 37.16257(W) AD(       ) 2
 GR0847  NAD 27      -  36 32 27.00300(N)    114 42 34.17100(W) AD(       ) 2
 GR0847  NGVD 29 (??/??/92)  599.784  (m)         1967.79   (f) ADJ UNCH    2 0
 GR0847
 GR0847.Superseded values are not recommended for survey control.
 GR0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0847.See file dsdata.txt to determine how the superseded data were derived.
 GR0847
 GR0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA0496146374(NAD 83)
 GR0847_MARKER: DS = TRIANGULATION STATION DISK
 GR0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0847_SP_SET: CONCRETE SLAB
 GR0847_STAMPING: OLD 1956
 GR0847_MARK LOGO: CGS   
 GR0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0847
 GR0847  HISTORY     - Date     Condition        Report By
 GR0847  HISTORY     - 1957     MONUMENTED       CGS
 GR0847  HISTORY     - 1957     GOOD             NGS
 GR0847  HISTORY     - 19790223 GOOD             USGS
 GR0847  HISTORY     - 1983     GOOD             NGS
 GR0847
 GR0847                          STATION DESCRIPTION
 GR0847
 GR0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (NES)
 GR0847'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF GLENDALE,
 GR0847'ON THE SUMMIT OF A PROMINENT HILL.  IT IS AT THE SITE OF AN
 GR0847'OLD AIRWAY BEACON.
 GR0847'
 GR0847'TO REACH FROM GLENDALE, GO SOUTHWEST ON U.S. HIGHWAY 91
 GR0847'FOR 11.7 MILES TO THE SOUTHWEST BASE OF THE HILL AND A DIRT SIDE
 GR0847'ROAD LEFT.  TURN LEFT AND FOLLOW WINDING ROAD TO TOP OF HILL AND
 GR0847'STATION.
 GR0847'
 GR0847'THE STATION MARK, STAMPED OLD 1956, IS A STANDARD BRONZE DISK
 GR0847'CEMENTED IN A DRILL HOLE IN A 10 FOOT SQUARE CONCRETE FOUNDATION
 GR0847'BLOCK WHICH PROJECTS ABOUT 2 INCHES.  THE MARK IS INSIDE THE
 GR0847'FENCED IN ENCLOSURE, ABOUT 100 YARDS SOUTHEAST OF THE HIGHWAY,
 GR0847'37 FEET SOUTHEAST OF THE EDGE OF THE HIGHWAY CUTBANK, AND
 GR0847'19 FEET SOUTH OF THE NORTH FENCE CORNER OF THE ENCLOSURE.
 GR0847'
 GR0847'REFERENCE MARK NO. 1, STAMPED OLD NO 1 1956, IS A STANDARD
 GR0847'BRONZE DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 GR0847'6 INCHES.
 GR0847'
 GR0847'REFERENCE MARK NO. 2, STAMPED OLD NO 2 1956, IS A STANDARD
 GR0847'BRONZE DISK CEMENTED IN A DRILL HOLE IN A LARGE CONCRETE
 GR0847'FOUNDATION BLOCK.  IT IS NEAR THE CENTER OF THE ENCLOSURE.
 GR0847
 GR0847                          STATION RECOVERY (1957)
 GR0847
 GR0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GR0847'11.65 MI SW FROM GLENDALE.
 GR0847'11.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE STANDARD SERVICE
 GR0847'STATION IN GLENDALE, THENCE 0.05 MILE SOUTHEAST ACROSS COUNTRY TO TOP
 GR0847'OF MESA, IN T 16 S, R 65 E, SOUTHWEST CORNER SECTION 15, SET IN TOP
 GR0847'AND CENTER OF AN 11 X 11 FOOT CONCRETE SLAB, FORMERLY USED AS A
 GR0847'FOUNDATION FOR A BEACON TOWER.  THIS IS THE NORTHEAST ONE OF THREE
 GR0847'CONCRETE SLABS AND FLUSH WITH THE GROUND.
 GR0847
 GR0847                          STATION RECOVERY (1979)
 GR0847
 GR0847'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RBF)
 GR0847'RECOVERED IN GOOD CONDITION.
 GR0847
 GR0847                          STATION RECOVERY (1983)
 GR0847
 GR0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0847'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GR0847'18.65 KM (11.65 MI) SOUTHWEST ALONG INTERSTATE 15 FROM THE SOUTHWEST
 GR0847'END OF THE HIGHWAY BRIDGE OVER THE MUDDY RIVER IN GLENDALE, IN THE TOP
 GR0847'CENTER OF A 10 BY 10 FOOT ABANDON CONCRETE BEACON TOWER FOUNDATION ON
 GR0847'BEDROCK ON THE NORTHWEST RIM AND ON TOP OF A SHORT MESA, 13.2 METERS
 GR0847'(43.5 FT) NORTHEAST OF RM 2, 11.3 METERS (37 FT) SOUTHEAST OF THE
 GR0847'NORTHWEST RIM OF THE MESA. WILL NOT BE INCLUDED IN THE RELEVELING
 GR0847'PROGRAM.
 GR0847'THE MARK IS 17.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0849 ***********************************************************************
 GR0849  DESIGNATION -  OLD RM 1
 GR0849  PID         -  GR0849
 GR0849  STATE/COUNTY-  NV/CLARK
 GR0849  USGS QUAD   -  UTE (1983)
 GR0849
 GR0849                         *CURRENT SURVEY CONTROL
 GR0849  ___________________________________________________________________
 GR0849* NAD 83(1986)-  36 32 27.     (N)    114 42 37.     (W)     SCALED    
 GR0849* NAVD 88     -       600.555  (meters)    1970.32   (feet)  POSTED    
 GR0849  ___________________________________________________________________
 GR0849  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 GR0849  DYNAMIC HT  -         599.960 (meters)    1968.37  (feet)  COMP
 GR0849  MODELED GRAV-     979,626.2   (mgal)                       NAVD 88
 GR0849
 GR0849  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0849
 GR0849.The horizontal coordinates were scaled from a topographic map and have
 GR0849.an estimated accuracy of +/- 6 seconds.
 GR0849
 GR0849.The orthometric height was determined by differential leveling
 GR0849.and adjusted by the National Geodetic Survey in 1992..
 GR0849.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0849.rate of 1.1 thru 2.0 mm/km.
 GR0849
 GR0849.The geoid height was determined by GEOID03.
 GR0849
 GR0849.The dynamic height is computed by dividing the NAVD 88
 GR0849.geopotential number by the normal gravity value computed on the
 GR0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0849.degrees latitude (g = 980.6199 gals.).
 GR0849
 GR0849.The modeled gravity was interpolated from observed gravity values.
 GR0849
 GR0849;                    North         East    Units  Estimated Accuracy
 GR0849;SPC NV E     - 8,199,030.      278,170.      MT  (+/- 180 meters Scaled)
 GR0849
 GR0849                          SUPERSEDED SURVEY CONTROL
 GR0849
 GR0849  NGVD 29 (??/??/92)  599.907  (m)         1968.19   (f) ADJ UNCH    2 0
 GR0849
 GR0849.Superseded values are not recommended for survey control.
 GR0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0849.See file dsdata.txt to determine how the superseded data were derived.
 GR0849
 GR0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA049463(NAD 83)
 GR0849_MARKER: DR = REFERENCE MARK DISK
 GR0849_SETTING: 80 = SET IN A BOULDER
 GR0849_SP_SET: BOULDER
 GR0849_STAMPING: OLD NO 1 1956
 GR0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GR0849+STABILITY: SURFACE MOTION
 GR0849
 GR0849  HISTORY     - Date     Condition        Report By
 GR0849  HISTORY     - 1956     MONUMENTED       CGS
 GR0849  HISTORY     - 1957     GOOD             NGS
 GR0849  HISTORY     - 19790223 SEE DESCRIPTION  USGS
 GR0849  HISTORY     - 1983     MARK NOT FOUND   NGS
 GR0849
 GR0849                          STATION DESCRIPTION
 GR0849
 GR0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0849'11.65 MI SW FROM GLENDALE.
 GR0849'11.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE STANDARD SERVICE
 GR0849'STATION IN GLENDALE, THENCE 0.05 MILE SOUTHEAST ACROSS COUNTRY TO TOP
 GR0849'OF MESA, IN T16 S, R 65 E, SOUTHWEST CORNER OF SECTION 15, 32.9 FEET
 GR0849'SOUTHEAST OF THE STATION MARK, SET IN TOP OF A BOULDER AND PROJECTING
 GR0849'4 INCHES ABOVE THE GROUND.
 GR0849
 GR0849                          STATION RECOVERY (1979)
 GR0849
 GR0849'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RBF)
 GR0849'RECOVERED AS DESCRIBED.
 GR0849
 GR0849                          STATION RECOVERY (1983)
 GR0849
 GR0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GR0849'NOT RECOVERED, SHANK WAS FOUND AT DESCRIBED LOCATION BUT NO DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GR0848 ***********************************************************************
 GR0848  DESIGNATION -  OLD RM 2
 GR0848  PID         -  GR0848
 GR0848  STATE/COUNTY-  NV/CLARK
 GR0848  USGS QUAD   -  UTE (1983)
 GR0848
 GR0848                         *CURRENT SURVEY CONTROL
 GR0848  ___________________________________________________________________
 GR0848* NAD 83(1986)-  36 32 27.     (N)    114 42 37.     (W)     SCALED    
 GR0848* NAVD 88     -       600.733  (meters)    1970.90   (feet)  POSTED    
 GR0848  ___________________________________________________________________
 GR0848  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 GR0848  DYNAMIC HT  -         600.140 (meters)    1968.96  (feet)  COMP
 GR0848  MODELED GRAV-     979,626.2   (mgal)                       NAVD 88
 GR0848
 GR0848  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GR0848
 GR0848.The horizontal coordinates were scaled from a topographic map and have
 GR0848.an estimated accuracy of +/- 6 seconds.
 GR0848
 GR0848.The orthometric height was determined by differential leveling
 GR0848.and adjusted by the National Geodetic Survey in 1992..
 GR0848.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GR0848.rate of 1.1 thru 2.0 mm/km.
 GR0848
 GR0848.The geoid height was determined by GEOID03.
 GR0848
 GR0848.The dynamic height is computed by dividing the NAVD 88
 GR0848.geopotential number by the normal gravity value computed on the
 GR0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GR0848.degrees latitude (g = 980.6199 gals.).
 GR0848
 GR0848.The modeled gravity was interpolated from observed gravity values.
 GR0848
 GR0848;                    North         East    Units  Estimated Accuracy
 GR0848;SPC NV E     - 8,199,030.      278,170.      MT  (+/- 180 meters Scaled)
 GR0848
 GR0848                          SUPERSEDED SURVEY CONTROL
 GR0848
 GR0848  NGVD 29 (??/??/92)  600.085  (m)         1968.78   (f) ADJ UNCH    2 0
 GR0848
 GR0848.Superseded values are not recommended for survey control.
 GR0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GR0848.See file dsdata.txt to determine how the superseded data were derived.
 GR0848
 GR0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQA049463(NAD 83)
 GR0848_MARKER: DR = REFERENCE MARK DISK
 GR0848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GR0848_SP_SET: CONCRETE SLAB
 GR0848_STAMPING: OLD NO 2 1956
 GR0848_MARK LOGO: CGS   
 GR0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GR0848
 GR0848  HISTORY     - Date     Condition        Report By
 GR0848  HISTORY     - 1956     MONUMENTED       CGS
 GR0848  HISTORY     - 1957     GOOD             NGS
 GR0848  HISTORY     - 19790223 GOOD             USGS
 GR0848  HISTORY     - 1983     GOOD             NGS
 GR0848
 GR0848                          STATION DESCRIPTION
 GR0848
 GR0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GR0848'11.65 MI SW FROM GLENDALE.
 GR0848'11.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE STANDARD SERVICE
 GR0848'STATIO